














                                  SURVEY CONTROL DATA
                                
                             STATE=IL
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1877 ***********************************************************************
 LC1877  DESIGNATION -  0 7 RESET
 LC1877  PID         -  LC1877
 LC1877  STATE/COUNTY-  IL/WOODFORD
 LC1877  USGS QUAD   -  EL PASO (1995)
 LC1877
 LC1877                         *CURRENT SURVEY CONTROL
 LC1877  ___________________________________________________________________
 LC1877* NAD 83(1997)-  40 44 18.40848(N)    089 00 57.22612(W)     ADJUSTED  
 LC1877* NAVD 88     -       227.80   (+/-2cm)     747.4    (feet)  VERTCON   
 LC1877  ___________________________________________________________________
 LC1877  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LC1877  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC1877
 LC1877  HORZ ORDER  -  SECOND
 LC1877  VERT ORDER  -  THIRD ? (See Below)
 LC1877
 LC1877.The horizontal coordinates were established by classical geodetic methods
 LC1877.and adjusted by the National Geodetic Survey in October 1999..
 LC1877
 LC1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1877.The vertical order pertains to the NGVD 29 superseded value.
 LC1877
 LC1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1877
 LC1877.The geoid height was determined by GEOID03.
 LC1877
 LC1877;                    North         East     Units Scale Factor Converg.
 LC1877;SPC IL W     -   452,618.441   797,197.280   MT  1.00005742   +0 45 03.8
 LC1877;SPC IL W     - 1,484,965.67  2,615,471.41   sFT  1.00005742   +0 45 03.8
 LC1877;SPC IL E     -   452,220.795   242,347.274   MT  1.00001590   -0 26 43.6
 LC1877;SPC IL E     - 1,483,661.06    795,101.01   sFT  1.00001590   -0 26 43.6
 LC1877;UTM  16      - 4,511,677.439   329,786.342   MT  0.99995662   -1 18 57.3
 LC1877
 LC1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1877!SPC IL W     -   0.99996933  x   1.00005742  =   1.00002675
 LC1877!SPC IL E     -   0.99996933  x   1.00001590  =   0.99998523
 LC1877!UTM  16      -   0.99996933  x   0.99995662  =   0.99992595
 LC1877
 LC1877                          SUPERSEDED SURVEY CONTROL
 LC1877
 LC1877  NAD 83(1986)-  40 44 18.42398(N)    089 00 57.23094(W) AD(       ) 2
 LC1877  NAD 27      -  40 44 18.29600(N)    089 00 56.96700(W) AD(       ) 2
 LC1877  NGVD 29 (07/19/86)  227.84   (m)          747.5    (f) LEVELING    3  
 LC1877
 LC1877.Superseded values are not recommended for survey control.
 LC1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1877.See file dsdata.txt to determine how the superseded data were derived.
 LC1877
 LC1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2978611677(NAD 83)
 LC1877_MARKER: DB = BENCH MARK DISK
 LC1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1877
 LC1877  HISTORY     - Date     Condition        Report By
 LC1877  HISTORY     - 1939     MONUMENTED       CGS
 LC1877  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC1877
 LC1877                          STATION DESCRIPTION
 LC1877
 LC1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LC1877'B.M. 07 IS 33.602 METERS, 110.24 FEET, SOUTH OF TRIANGULATION
 LC1877'STATION EL PASO ECC 1939, 12 FEET NORTH OF THE NORTH CURBING
 LC1877'OF MAIN STREET, AND 23.3 FEET WEST OF THE WEST RAIL OF THE
 LC1877'ILLINOIS CENTRAL TRACKS.  THE MARK IS A STANDARD UNITED STATES
 LC1877'COAST AND GEODETIC SURVEY BENCH MARK SET IN A 12-INCH-SQUARE
 LC1877'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  THE
 LC1877'MARK IS STAMPED 07 RESET 1938.
 LC1877
 LC1877                          STATION RECOVERY (1998)
 LC1877
 LC1877'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3067 ***********************************************************************
 ME3067  DESIGNATION -  001 COC
 ME3067  PID         -  ME3067
 ME3067  STATE/COUNTY-  IL/COOK
 ME3067  USGS QUAD   -  RIVER FOREST (1997)
 ME3067
 ME3067                         *CURRENT SURVEY CONTROL
 ME3067  ___________________________________________________________________
 ME3067* NAD 83(1997)-  41 59 00.43204(N)    087 49 00.12225(W)     ADJUSTED  
 ME3067* NAVD 88     -       200.4    (meters)     657.     (feet)  VERTCON   
 ME3067  ___________________________________________________________________
 ME3067  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ME3067  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME3067
 ME3067  HORZ ORDER  -  SECOND
 ME3067
 ME3067.The horizontal coordinates were established by classical geodetic methods
 ME3067.and adjusted by the National Geodetic Survey in October 1999..
 ME3067
 ME3067.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3067
 ME3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3067
 ME3067.The geoid height was determined by GEOID03.
 ME3067
 ME3067;                    North         East     Units Scale Factor Converg.
 ME3067;SPC IL E     -   590,393.885   342,813.492   MT  0.99999755   +0 20 44.1
 ME3067;SPC IL E     - 1,936,983.94  1,124,713.93   sFT  0.99999755   +0 20 44.1
 ME3067;UTM  16      - 4,648,261.621   432,345.032   MT  0.99965632   -0 32 46.8
 ME3067
 ME3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3067!SPC IL E     -   0.99997384  x   0.99999755  =   0.99997139
 ME3067!UTM  16      -   0.99997384  x   0.99965632  =   0.99963017
 ME3067
 ME3067|---------------------------------------------------------------------|
 ME3067| PID    Reference Object                     Distance      Geod. Az  |
 ME3067|                                                           dddmmss.s |
 ME3067| ME3066 STD 570 COC TPT                      26.671 METERS 00007     |
 ME3067| ME3065 STD 570 COC                         APPROX. 0.8 KM 0000702.0 |
 ME3067| ME3064 STD 444 COC TPT                      25.199 METERS 08738     |
 ME3067| ME3063 001 COC TPT                          64.867 METERS 09935     |
 ME3067| ME3069 STD 444 COC                         480.378 METERS 2673753.7 |
 ME3067|---------------------------------------------------------------------|
 ME3067
 ME3067                          SUPERSEDED SURVEY CONTROL
 ME3067
 ME3067  NAD 83(1997)-  41 59 00.43216(N)    087 49 00.12282(W) AD(       ) 2
 ME3067  NAD 83(1997)-  41 59 00.43343(N)    087 49 00.13686(W) AD(       ) 2
 ME3067  NAD 83(1986)-  41 59 00.43485(N)    087 49 00.13638(W) AD(       ) 2
 ME3067  NAD 27      -  41 59 00.32438(N)    087 48 59.91259(W) AD(       ) 2
 ME3067  NGVD 29 (07/19/86)  200.5    (m)          658.     (f) VERT ANG       
 ME3067
 ME3067.Superseded values are not recommended for survey control.
 ME3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3067.See file dsdata.txt to determine how the superseded data were derived.
 ME3067
 ME3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3234548262(NAD 83)
 ME3067_MARKER: DD = SURVEY DISK
 ME3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3067_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3067+STABILITY: SURFACE MOTION
 ME3067
 ME3067  HISTORY     - Date     Condition        Report By
 ME3067  HISTORY     - 1977     MONUMENTED       IL1670
 ME3067  HISTORY     - 1983     GOOD             IL1670
 ME3067  HISTORY     - 19961026 GOOD             USPSQD
 ME3067
 ME3067                          STATION DESCRIPTION
 ME3067
 ME3067'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3067'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME3067'THE SOUTHEAST CORNER OF NORTH ORIOLE STREET AND WEST HIGGINS
 ME3067'ROAD. ADDRESS IS 5701 NORTH ORIOLE STREET.
 ME3067'
 ME3067'STATION MARKS, BRONZE SURFACE DISK STAMPED---001 1977---AND
 ME3067'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME3067'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME3067'
 ME3067'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME3067'MARK. THE STATION IS 35.10 FEET SOUTHWEST AS MEASURED AT RIGHT
 ME3067'ANGLES FROM THE NORTH LINE OF WEST HIGGING ROAD,
 ME3067'4.5 FEET EAST OF THE EAST LINE OF NORTH ORIOLE STREET, 27.56
 ME3067'FEET SOUTH OF A STOP SIGN, 38.78 FEET SOUTHWESTERLY OF A FIRE
 ME3067'HYDRANT, 5.73 FEET NORTHEASTERLY OF A CROSS CUT IN THE BASE
 ME3067'OF A LIGHT POLE.
 ME3067
 ME3067                          STATION RECOVERY (1983)
 ME3067
 ME3067'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3067'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3067'NO CHANGES NOTED FROM THE 1977 DESCRIPTIVE TEXT.
 ME3067'
 ME3067'DESCRIBED BY CITY OF CHICAGO.
 ME3067
 ME3067                          STATION RECOVERY (1996)
 ME3067
 ME3067'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3071 ***********************************************************************
 ME3071  DESIGNATION -  002 COC
 ME3071  PID         -  ME3071
 ME3071  STATE/COUNTY-  IL/COOK
 ME3071  USGS QUAD   -  RIVER FOREST (1997)
 ME3071
 ME3071                         *CURRENT SURVEY CONTROL
 ME3071  ___________________________________________________________________
 ME3071* NAD 83(1997)-  41 56 39.87321(N)    087 49 35.77785(W)     ADJUSTED  
 ME3071* NAVD 88     -       193.1    (meters)     634.     (feet)  VERTCON   
 ME3071  ___________________________________________________________________
 ME3071  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 ME3071  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME3071
 ME3071  HORZ ORDER  -  SECOND
 ME3071
 ME3071.The horizontal coordinates were established by classical geodetic methods
 ME3071.and adjusted by the National Geodetic Survey in October 1999..
 ME3071
 ME3071.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3071
 ME3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3071
 ME3071.The geoid height was determined by GEOID03.
 ME3071
 ME3071;                    North         East     Units Scale Factor Converg.
 ME3071;SPC IL E     -   586,052.340   342,018.361   MT  0.99999672   +0 20 19.3
 ME3071;SPC IL E     - 1,922,740.05  1,122,105.24   sFT  0.99999672   +0 20 19.3
 ME3071;UTM  16      - 4,643,934.447   431,482.735   MT  0.99965777   -0 33 09.1
 ME3071
 ME3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3071!SPC IL E     -   0.99997498  x   0.99999672  =   0.99997170
 ME3071!UTM  16      -   0.99997498  x   0.99965777  =   0.99963276
 ME3071
 ME3071|---------------------------------------------------------------------|
 ME3071| PID    Reference Object                     Distance      Geod. Az  |
 ME3071|                                                           dddmmss.s |
 ME3071| ME3072 002 COC TPT                          13.384 METERS 23915     |
 ME3071| ME3073 STD 396 COC                         APPROX. 0.8 KM 3573409.6 |
 ME3071|---------------------------------------------------------------------|
 ME3071
 ME3071                          SUPERSEDED SURVEY CONTROL
 ME3071
 ME3071  NAD 83(1997)-  41 56 39.87334(N)    087 49 35.77838(W) AD(       ) 2
 ME3071  NAD 83(1997)-  41 56 39.87453(N)    087 49 35.79175(W) AD(       ) 2
 ME3071  NAD 83(1986)-  41 56 39.87595(N)    087 49 35.79141(W) AD(       ) 2
 ME3071  NAD 27      -  41 56 39.76519(N)    087 49 35.56963(W) AD(       ) 2
 ME3071  NGVD 29 (07/19/86)  193.2    (m)          634.     (f) VERT ANG       
 ME3071
 ME3071.Superseded values are not recommended for survey control.
 ME3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3071.See file dsdata.txt to determine how the superseded data were derived.
 ME3071
 ME3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3148343934(NAD 83)
 ME3071_MARKER: DD = SURVEY DISK
 ME3071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3071+STABILITY: SURFACE MOTION
 ME3071
 ME3071  HISTORY     - Date     Condition        Report By
 ME3071  HISTORY     - 1977     MONUMENTED       IL1670
 ME3071
 ME3071                          STATION DESCRIPTION
 ME3071
 ME3071'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3071'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME3071'THE INTERSECTION OF NORTH PACIFIC AVENUE AND WEST FOREST
 ME3071'PRESERVE AVENUE NEAR THE NORTH LINE OF HIAWATHA PARK. ADDRESS
 ME3071'IS 8000 WEST FOREST PRESERVE AVENUE.
 ME3071'
 ME3071'STATION MARKS, BRONZE SURFACE DISK STAMPED---002 1977---AND
 ME3071'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME3071'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME3071'
 ME3071'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME3071'MARK. THE STATION IS 51 FEET NORTHEASTERLY OF THE CORNER OF
 ME3071'THE SIDEWALK ON THE
 ME3071'NORTHERLY LINE OF THE SIDEWALK EXTENDED NORTHEASTERLY, 67 FEET
 ME3071'NORTHERLY OF A LIGHT POLE, 60 FEET SOUTHWESTERLY OF A LIGHT
 ME3071'POLE AND 14 FEET SOUTHEASTERLY OF THE BACK OF THE SOUTHERLY
 ME3071'CURB OF FOREST PRESERVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3060 ***********************************************************************
 ME3060  DESIGNATION -  003 COC
 ME3060  PID         -  ME3060
 ME3060  STATE/COUNTY-  IL/COOK
 ME3060  USGS QUAD   -  RIVER FOREST (1997)
 ME3060
 ME3060                         *CURRENT SURVEY CONTROL
 ME3060  ___________________________________________________________________
 ME3060* NAD 83(1997)-  41 57 34.18574(N)    087 47 12.77269(W)     ADJUSTED  
 ME3060* NAVD 88     -       189.5    (meters)     622.     (feet)  VERTCON   
 ME3060  ___________________________________________________________________
 ME3060  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 ME3060  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME3060
 ME3060  HORZ ORDER  -  SECOND
 ME3060
 ME3060.The horizontal coordinates were established by classical geodetic methods
 ME3060.and adjusted by the National Geodetic Survey in October 1999..
 ME3060
 ME3060.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3060
 ME3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3060
 ME3060.The geoid height was determined by GEOID03.
 ME3060
 ME3060;                    North         East     Units Scale Factor Converg.
 ME3060;SPC IL E     -   587,748.270   345,301.608   MT  1.00000024   +0 21 55.3
 ME3060;SPC IL E     - 1,928,304.12  1,132,877.03   sFT  1.00000024   +0 21 55.3
 ME3060;UTM  16      - 4,645,578.531   434,790.831   MT  0.99965232   -0 31 34.1
 ME3060
 ME3060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3060!SPC IL E     -   0.99997555  x   1.00000024  =   0.99997579
 ME3060!UTM  16      -   0.99997555  x   0.99965232  =   0.99962788
 ME3060
 ME3060:                Primary Azimuth Mark                     Grid Az
 ME3060:SPC IL E     -  DUNHAM AZ MK                             000 19 06.3
 ME3060:UTM  16      -  DUNHAM AZ MK                             001 12 35.7
 ME3060
 ME3060|---------------------------------------------------------------------|
 ME3060| PID    Reference Object                     Distance      Geod. Az  |
 ME3060|                                                           dddmmss.s |
 ME3060| ME3090 DUNHAM AZ MK                        419.912 METERS 0004101.6 |
 ME3060| ME3059 003 COC TPT                          19.406 METERS 00148     |
 ME3060| ME3058 DUNHAM                              APPROX. 0.8 KM 0015215.0 |
 ME3060| ME3016 CHICAGO ILL STATE HOSPITAL TK       499.279 METERS 2411935.1 |
 ME3060|---------------------------------------------------------------------|
 ME3060
 ME3060                          SUPERSEDED SURVEY CONTROL
 ME3060
 ME3060  NAD 83(1997)-  41 57 34.18588(N)    087 47 12.77321(W) AD(       ) 2
 ME3060  NAD 83(1997)-  41 57 34.18769(N)    087 47 12.78680(W) AD(       ) 2
 ME3060  NAD 83(1986)-  41 57 34.18893(N)    087 47 12.78624(W) AD(       ) 2
 ME3060  NAD 27      -  41 57 34.07654(N)    087 47 12.56931(W) AD(       ) 2
 ME3060  NGVD 29 (07/19/86)  189.6    (m)          622.     (f) VERT ANG       
 ME3060
 ME3060.Superseded values are not recommended for survey control.
 ME3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3060.See file dsdata.txt to determine how the superseded data were derived.
 ME3060
 ME3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3479145579(NAD 83)
 ME3060_MARKER: DD = SURVEY DISK
 ME3060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3060+STABILITY: SURFACE MOTION
 ME3060
 ME3060  HISTORY     - Date     Condition        Report By
 ME3060  HISTORY     - 1977     MONUMENTED       IL1670
 ME3060
 ME3060                          STATION DESCRIPTION
 ME3060
 ME3060'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3060'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME3060'THE SOUTHWEST CORNER OF THE INTERSECTION OF WEST FULLERTON
 ME3060'AVENUE AND NORTH LINDER AVENUE. ADDRESS IS 5501 WEST FULLERTON
 ME3060'AVENUE.
 ME3060'
 ME3060'STATION MARKS, BRONZE SURFACE DISK STAMPED---004 1977---AND
 ME3060'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME3060'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME3060'
 ME3060'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME3060'MARK. THE STATION IS 14.00 FEET NORTH OF THE SOUTH LINE OF WEST
 ME3060'FULLERTON AVENUE AND 6.50 FEET WEST OF THE WEST LINE OF NORTH
 ME3060'LINDER AVENUE EXTENDED SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3084 ***********************************************************************
 ME3084  DESIGNATION -  005 COC
 ME3084  PID         -  ME3084
 ME3084  STATE/COUNTY-  IL/COOK
 ME3084  USGS QUAD   -  RIVER FOREST (1997)
 ME3084
 ME3084                         *CURRENT SURVEY CONTROL
 ME3084  ___________________________________________________________________
 ME3084* NAD 83(1997)-  41 57 51.74169(N)    087 45 09.34434(W)     ADJUSTED  
 ME3084* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 ME3084  ___________________________________________________________________
 ME3084  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ME3084  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME3084
 ME3084  HORZ ORDER  -  SECOND
 ME3084
 ME3084.The horizontal coordinates were established by classical geodetic methods
 ME3084.and adjusted by the National Geodetic Survey in October 1999..
 ME3084
 ME3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3084
 ME3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3084
 ME3084.The geoid height was determined by GEOID03.
 ME3084
 ME3084;                    North         East     Units Scale Factor Converg.
 ME3084;SPC IL E     -   588,308.616   348,140.274   MT  1.00000351   +0 23 18.0
 ME3084;SPC IL E     - 1,930,142.52  1,142,190.22   sFT  1.00000351   +0 23 18.0
 ME3084;UTM  16      - 4,646,094.458   437,636.870   MT  0.99964786   -0 30 11.7
 ME3084
 ME3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3084!SPC IL E     -   0.99997611  x   1.00000351  =   0.99997962
 ME3084!UTM  16      -   0.99997611  x   0.99964786  =   0.99962398
 ME3084
 ME3084|---------------------------------------------------------------------|
 ME3084| PID    Reference Object                     Distance      Geod. Az  |
 ME3084|                                                           dddmmss.s |
 ME3084| ME3083 005 COC TPT                           5.518 METERS 09142     |
 ME3084| ME3045 006 COC                             412.599 METERS 2692028.1 |
 ME3084|---------------------------------------------------------------------|
 ME3084
 ME3084                          SUPERSEDED SURVEY CONTROL
 ME3084
 ME3084  NAD 83(1997)-  41 57 51.74184(N)    087 45 09.34485(W) AD(       ) 2
 ME3084  NAD 83(1997)-  41 57 51.74416(N)    087 45 09.35859(W) AD(       ) 2
 ME3084  NAD 83(1986)-  41 57 51.74537(N)    087 45 09.35786(W) AD(       ) 2
 ME3084  NAD 27      -  41 57 51.63180(N)    087 45 09.14576(W) AD(       ) 2
 ME3084  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 ME3084
 ME3084.Superseded values are not recommended for survey control.
 ME3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3084.See file dsdata.txt to determine how the superseded data were derived.
 ME3084
 ME3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3763746094(NAD 83)
 ME3084_MARKER: DD = SURVEY DISK
 ME3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3084+STABILITY: SURFACE MOTION
 ME3084
 ME3084  HISTORY     - Date     Condition        Report By
 ME3084  HISTORY     - 1977     MONUMENTED       IL1670
 ME3084
 ME3084                          STATION DESCRIPTION
 ME3084
 ME3084'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3084'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME3084'THE INTERSECTION OF WEST WILSON AVENUE AND NORTH LAVERGNE
 ME3084'AVENUE. ADDRESS IS 5000 NORTH LAVERGNE AVENUE.
 ME3084'
 ME3084'STATION MARKS, BRONZE SURFACE DISK STAMPED---005 1977---AND
 ME3084'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME3084'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION UNDER A
 ME3084'CAST IRON BOX.
 ME3084'
 ME3084'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME3084'MARK. THE STATION IS 13.25 FEET EAST OF THE WEST LINE OF NORTH
 ME3084'LAVERGNE AVENUE AND 9.30 FEET SOUTH OF THE NORTH LINE OF WEST
 ME3084'WILSON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2878 ***********************************************************************
 ME2878  DESIGNATION -  007 COC
 ME2878  PID         -  ME2878
 ME2878  STATE/COUNTY-  IL/COOK
 ME2878  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2878
 ME2878                         *CURRENT SURVEY CONTROL
 ME2878  ___________________________________________________________________
 ME2878* NAD 83(1997)-  41 58 34.66740(N)    087 44 53.33249(W)     ADJUSTED  
 ME2878* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 ME2878  ___________________________________________________________________
 ME2878  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2878  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME2878
 ME2878  HORZ ORDER  -  SECOND
 ME2878
 ME2878.The horizontal coordinates were established by classical geodetic methods
 ME2878.and adjusted by the National Geodetic Survey in October 1999..
 ME2878
 ME2878.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2878
 ME2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2878
 ME2878.The geoid height was determined by GEOID03.
 ME2878
 ME2878;                    North         East     Units Scale Factor Converg.
 ME2878;SPC IL E     -   589,635.509   348,499.925   MT  1.00000393   +0 23 29.0
 ME2878;SPC IL E     - 1,934,495.83  1,143,370.17   sFT  1.00000393   +0 23 29.0
 ME2878;UTM  16      - 4,647,415.123   438,016.991   MT  0.99964727   -0 30 01.4
 ME2878
 ME2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2878!SPC IL E     -   0.99997612  x   1.00000393  =   0.99998005
 ME2878!UTM  16      -   0.99997612  x   0.99964727  =   0.99962340
 ME2878
 ME2878|---------------------------------------------------------------------|
 ME2878| PID    Reference Object                     Distance      Geod. Az  |
 ME2878|                                                           dddmmss.s |
 ME2878| ME2868 CHICAGO CONTINENTAL CAN TANK        345.580 METERS 13735     |
 ME2878| ME2877 007 COC TPT                           3.584 METERS 17009     |
 ME2878|---------------------------------------------------------------------|
 ME2878
 ME2878                          SUPERSEDED SURVEY CONTROL
 ME2878
 ME2878  NAD 83(1997)-  41 58 34.66756(N)    087 44 53.33302(W) AD(       ) 2
 ME2878  NAD 83(1997)-  41 58 34.66994(N)    087 44 53.34708(W) AD(       ) 2
 ME2878  NAD 83(1986)-  41 58 34.67113(N)    087 44 53.34628(W) AD(       ) 2
 ME2878  NAD 27      -  41 58 34.55773(N)    087 44 53.13362(W) AD(       ) 2
 ME2878  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 ME2878
 ME2878.Superseded values are not recommended for survey control.
 ME2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2878.See file dsdata.txt to determine how the superseded data were derived.
 ME2878
 ME2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3801747415(NAD 83)
 ME2878_MARKER: DD = SURVEY DISK
 ME2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2878+STABILITY: SURFACE MOTION
 ME2878
 ME2878  HISTORY     - Date     Condition        Report By
 ME2878  HISTORY     - 1977     MONUMENTED       IL1670
 ME2878  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 ME2878
 ME2878                          STATION DESCRIPTION
 ME2878
 ME2878'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2878'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME2878'THE WEST SIDE OF NORTH CICERO AVENUE, NORTH OF WEST FOSTER
 ME2878'AVENUE. ADDRESS IS 5230 NORTH CICERO AVENUE.
 ME2878'
 ME2878'STATION MARKS, BRONZE SURFACE DISK STAMPED---007 1977---AND
 ME2878'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE
 ME2878'MONUMENT WITH THE INSCRIPTION CITY OF CHICAGO TRIANGULATION
 ME2878'STATION.
 ME2878'
 ME2878'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW THE
 ME2878'SURFACE MARK. THE STATION IS 15.0 FEET EAST OF THE WEST LINE OF
 ME2878'NORTH CICERO AVENUE AND 179.8 FEET NORTH OF THE NORTH LINE OF
 ME2878'THE FIRST ALLEY NORTH OF WEST FOSTER AVENUE.
 ME2878
 ME2878                          STATION RECOVERY (1996)
 ME2878
 ME2878'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2851 ***********************************************************************
 ME2851  DESIGNATION -  010 COC
 ME2851  PID         -  ME2851
 ME2851  STATE/COUNTY-  IL/COOK
 ME2851  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2851
 ME2851                         *CURRENT SURVEY CONTROL
 ME2851  ___________________________________________________________________
 ME2851* NAD 83(1997)-  41 58 58.94982(N)    087 42 05.96707(W)     ADJUSTED  
 ME2851* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 ME2851  ___________________________________________________________________
 ME2851  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ME2851  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME2851
 ME2851  HORZ ORDER  -  SECOND
 ME2851
 ME2851.The horizontal coordinates were established by classical geodetic methods
 ME2851.and adjusted by the National Geodetic Survey in October 1999..
 ME2851
 ME2851.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2851
 ME2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2851
 ME2851.The geoid height was determined by GEOID03.
 ME2851
 ME2851;                    North         East     Units Scale Factor Converg.
 ME2851;SPC IL E     -   590,412.061   352,347.520   MT  1.00000871   +0 25 21.2
 ME2851;SPC IL E     - 1,937,043.57  1,155,993.49   sFT  1.00000871   +0 25 21.2
 ME2851;UTM  16      - 4,648,131.434   441,874.811   MT  0.99964157   -0 28 09.7
 ME2851
 ME2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2851!SPC IL E     -   0.99997675  x   1.00000871  =   0.99998546
 ME2851!UTM  16      -   0.99997675  x   0.99964157  =   0.99961833
 ME2851
 ME2851|---------------------------------------------------------------------|
 ME2851| PID    Reference Object                     Distance      Geod. Az  |
 ME2851|                                                           dddmmss.s |
 ME2851| ME2844 CHICAGO ST HILARY CH SPIRE          232.166 METERS 07655     |
 ME2851| ME2845 STD 640 COC                         197.763 METERS 08521     |
 ME2851| ME2850 010 COC TPT                           9.597 METERS 17930     |
 ME2851| ME2849 FOSTER                              APPROX. 0.8 KM 1793211.5 |
 ME2851|---------------------------------------------------------------------|
 ME2851
 ME2851                          SUPERSEDED SURVEY CONTROL
 ME2851
 ME2851  NAD 83(1997)-  41 58 58.95000(N)    087 42 05.96760(W) AD(       ) 2
 ME2851  NAD 83(1997)-  41 58 58.95306(N)    087 42 05.98189(W) AD(       ) 2
 ME2851  NAD 83(1986)-  41 58 58.95416(N)    087 42 05.98100(W) AD(       ) 2
 ME2851  NAD 27      -  41 58 58.83873(N)    087 42 05.77384(W) AD(       ) 2
 ME2851  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 ME2851
 ME2851.Superseded values are not recommended for survey control.
 ME2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2851.See file dsdata.txt to determine how the superseded data were derived.
 ME2851
 ME2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4187548131(NAD 83)
 ME2851_MARKER: DD = SURVEY DISK
 ME2851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2851+STABILITY: SURFACE MOTION
 ME2851
 ME2851  HISTORY     - Date     Condition        Report By
 ME2851  HISTORY     - 1977     MONUMENTED       IL1670
 ME2851  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 ME2851
 ME2851                          STATION DESCRIPTION
 ME2851
 ME2851'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2851'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME2851'THE SOUTHWEST CORNER OF WEST BRYN MAWR AVENUE AND NORTH
 ME2851'FRANCISCO AVENUE. ADDRESS IS 2901 WEST BRYN MAWR AVENUE.
 ME2851'
 ME2851'STATION MARKS, BRONZE SURFACE DISK STAMPED---010 1977---AND
 ME2851'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2851'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2851'
 ME2851'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2851'MARK. THE STATION IS 10.56 FEET EAST OF THE WEST LINE OF NORTH
 ME2851'FRANCISCO AVENUE AND 8.93 FEET NORTH OF THE SOUTH LINE OF WEST
 ME2851'BRYN MAWR AVENUE.
 ME2851
 ME2851                          STATION RECOVERY (1996)
 ME2851
 ME2851'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2853 ***********************************************************************
 ME2853  DESIGNATION -  011 COC
 ME2853  PID         -  ME2853
 ME2853  STATE/COUNTY-  IL/COOK
 ME2853  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2853
 ME2853                         *CURRENT SURVEY CONTROL
 ME2853  ___________________________________________________________________
 ME2853* NAD 83(1997)-  41 56 48.19116(N)    087 42 11.13772(W)     ADJUSTED  
 ME2853* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 ME2853  ___________________________________________________________________
 ME2853  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ME2853  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2853
 ME2853  HORZ ORDER  -  SECOND
 ME2853
 ME2853.The horizontal coordinates were established by classical geodetic methods
 ME2853.and adjusted by the National Geodetic Survey in October 1999..
 ME2853
 ME2853.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2853
 ME2853.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2853
 ME2853.The geoid height was determined by GEOID03.
 ME2853
 ME2853;                    North         East     Units Scale Factor Converg.
 ME2853;SPC IL E     -   586,376.897   352,258.168   MT  1.00000859   +0 25 16.6
 ME2853;SPC IL E     - 1,923,804.87  1,155,700.34   sFT  1.00000859   +0 25 16.6
 ME2853;UTM  16      - 4,644,099.628   441,722.736   MT  0.99964179   -0 28 12.0
 ME2853
 ME2853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2853!SPC IL E     -   0.99997705  x   1.00000859  =   0.99998564
 ME2853!UTM  16      -   0.99997705  x   0.99964179  =   0.99961885
 ME2853
 ME2853:                Primary Azimuth Mark                     Grid Az
 ME2853:SPC IL E     -  CHICAGO 19TH DIS POL RAD TWR             121 59 58.2
 ME2853:UTM  16      -  CHICAGO 19TH DIS POL RAD TWR             122 53 26.8
 ME2853
 ME2853|---------------------------------------------------------------------|
 ME2853| PID    Reference Object                     Distance      Geod. Az  |
 ME2853|                                                           dddmmss.s |
 ME2853| ME2840 CHICAGO 19TH DIS POL RAD TWR        APPROX. 1.3 KM 1222514.8 |
 ME2853| ME2852 011 COC TPT                          19.983 METERS 15057     |
 ME2853|---------------------------------------------------------------------|
 ME2853
 ME2853                          SUPERSEDED SURVEY CONTROL
 ME2853
 ME2853  NAD 83(1997)-  41 56 48.19133(N)    087 42 11.13821(W) AD(       ) 2
 ME2853  NAD 83(1997)-  41 56 48.19444(N)    087 42 11.15157(W) AD(       ) 2
 ME2853  NAD 83(1986)-  41 56 48.19548(N)    087 42 11.15079(W) AD(       ) 2
 ME2853  NAD 27      -  41 56 48.07940(N)    087 42 10.94665(W) AD(       ) 2
 ME2853  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 ME2853
 ME2853.Superseded values are not recommended for survey control.
 ME2853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2853.See file dsdata.txt to determine how the superseded data were derived.
 ME2853
 ME2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4172344100(NAD 83)
 ME2853_MARKER: DD = SURVEY DISK
 ME2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2853+STABILITY: SURFACE MOTION
 ME2853
 ME2853  HISTORY     - Date     Condition        Report By
 ME2853  HISTORY     - 1977     MONUMENTED       IL1670
 ME2853
 ME2853                          STATION DESCRIPTION
 ME2853
 ME2853'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2853'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME2853'THE NORTHWEST CORNER OF THE INTERSECTION OF NORTH SACRAMENTO
 ME2853'AVENUE AND WEST ADDISON STREET. ADDRESS IS 3000 WEST ADDISON
 ME2853'STREET.
 ME2853'
 ME2853'STATION MARKS, BRONZE SURFACE DISK STAMPED---011 1977---AND SET
 ME2853'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2853'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2853'
 ME2853'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2853'MARK. THE STATION IS 9.95 FEET SOUTH OF THE NORTH LINE OF WEST
 ME2853'ADDISON STREET AND 13.5 FEET WEST OF THE WEST LINE OF NORTH
 ME2853'SACRAMENTO AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0502 ***********************************************************************
 NG0502  DESIGNATION -  013 COC
 NG0502  PID         -  NG0502
 NG0502  STATE/COUNTY-  IL/COOK
 NG0502  USGS QUAD   -  EVANSTON (1995)
 NG0502
 NG0502                         *CURRENT SURVEY CONTROL
 NG0502  ___________________________________________________________________
 NG0502* NAD 83(1997)-  42 00 45.84556(N)    087 39 47.49751(W)     ADJUSTED  
 NG0502* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 NG0502  ___________________________________________________________________
 NG0502  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NG0502  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NG0502
 NG0502  HORZ ORDER  -  SECOND
 NG0502
 NG0502.The horizontal coordinates were established by classical geodetic methods
 NG0502.and adjusted by the National Geodetic Survey in October 1999..
 NG0502
 NG0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0502
 NG0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0502
 NG0502.The geoid height was determined by GEOID03.
 NG0502
 NG0502;                    North         East     Units Scale Factor Converg.
 NG0502;SPC IL E     -   593,734.353   355,509.250   MT  1.00001290   +0 26 54.7
 NG0502;SPC IL E     - 1,947,943.46  1,166,366.60   sFT  1.00001290   +0 26 54.7
 NG0502;UTM  16      - 4,651,402.878   445,086.693   MT  0.99963710   -0 26 38.0
 NG0502
 NG0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0502!SPC IL E     -   0.99997707  x   1.00001290  =   0.99998997
 NG0502!UTM  16      -   0.99997707  x   0.99963710  =   0.99961418
 NG0502
 NG0502|---------------------------------------------------------------------|
 NG0502| PID    Reference Object                     Distance      Geod. Az  |
 NG0502|                                                           dddmmss.s |
 NG0502| NG0501 013 COC TPT                          10.872 METERS 16646     |
 NG0502| NG0500 LOYOLA                              APPROX. 1.3 KM 1664620.0 |
 NG0502|---------------------------------------------------------------------|
 NG0502
 NG0502                          SUPERSEDED SURVEY CONTROL
 NG0502
 NG0502  NAD 83(1997)-  42 00 45.84576(N)    087 39 47.49805(W) AD(       ) 2
 NG0502  NAD 83(1997)-  42 00 45.84935(N)    087 39 47.51319(W) AD(       ) 2
 NG0502  NAD 83(1986)-  42 00 45.85042(N)    087 39 47.51208(W) AD(       ) 2
 NG0502  NAD 27      -  42 00 45.73398(N)    087 39 47.30749(W) AD(       ) 2
 NG0502  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 NG0502
 NG0502.Superseded values are not recommended for survey control.
 NG0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0502.See file dsdata.txt to determine how the superseded data were derived.
 NG0502
 NG0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4508751403(NAD 83)
 NG0502_MARKER: DD = SURVEY DISK
 NG0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0502+STABILITY: SURFACE MOTION
 NG0502
 NG0502  HISTORY     - Date     Condition        Report By
 NG0502  HISTORY     - 1977     MONUMENTED       IL1670
 NG0502  HISTORY     - 19951119 GOOD             USPSQD
 NG0502
 NG0502                          STATION DESCRIPTION
 NG0502
 NG0502'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 NG0502'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 NG0502'THE SOUTHEAST CORNER OF NORTH SHERIDAN ROAD AND WEST TOUHY
 NG0502'AVENUE. ADDRESS IS 7137 NORTH SHERIDAN ROAD.
 NG0502'
 NG0502'STATION MARKS, BRONZE SURFACE DISK STAMPED---013 1977---AND SET
 NG0502'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH THE
 NG0502'INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION UNDER A CAST
 NG0502'IRON BOX.
 NG0502'
 NG0502'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 NG0502'MARK. THE STATION IS 5.0 FEET NORTH OF THE SOUTH LINE OF WEST
 NG0502'TOUHY AVENUE
 NG0502'AND 4.0 FEET EAST OF THE EAST LINE OF NORTH SHERIDAN ROAD.
 NG0502
 NG0502                          STATION RECOVERY (1995)
 NG0502
 NG0502'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2871 ***********************************************************************
 ME2871  DESIGNATION -  014 COC
 ME2871  PID         -  ME2871
 ME2871  STATE/COUNTY-  IL/COOK
 ME2871  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2871
 ME2871                         *CURRENT SURVEY CONTROL
 ME2871  ___________________________________________________________________
 ME2871* NAD 83(1997)-  41 54 48.18719(N)    087 37 57.58652(W)     ADJUSTED  
 ME2871* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 ME2871  ___________________________________________________________________
 ME2871  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 ME2871  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2871
 ME2871  HORZ ORDER  -  SECOND
 ME2871
 ME2871.The horizontal coordinates were established by classical geodetic methods
 ME2871.and adjusted by the National Geodetic Survey in October 1999..
 ME2871
 ME2871.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2871
 ME2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2871
 ME2871.The geoid height was determined by GEOID03.
 ME2871
 ME2871;                    North         East     Units Scale Factor Converg.
 ME2871;SPC IL E     -   582,719.780   358,128.439   MT  1.00001656   +0 28 05.0
 ME2871;SPC IL E     - 1,911,806.48  1,174,959.72   sFT  1.00001656   +0 28 05.0
 ME2871;UTM  16      - 4,640,353.076   447,533.251   MT  0.99963387   -0 25 21.5
 ME2871
 ME2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2871!SPC IL E     -   0.99997678  x   1.00001656  =   0.99999334
 ME2871!UTM  16      -   0.99997678  x   0.99963387  =   0.99961066
 ME2871
 ME2871:                Primary Azimuth Mark                     Grid Az
 ME2871:SPC IL E     -  C 1                                      106 30 10.7
 ME2871:UTM  16      -  C 1                                      107 23 37.2
 ME2871
 ME2871|---------------------------------------------------------------------|
 ME2871| PID    Reference Object                     Distance      Geod. Az  |
 ME2871|                                                           dddmmss.s |
 ME2871| ME3240 C 1                                 APPROX. 0.5 KM 1065815.7 |
 ME2871| ME3254 CHICAGO HANCOCK CNTR W TWR          APPROX. 1.8 KM 1541627.8 |
 ME2871| ME1628 31                                  222.097 METERS 15746     |
 ME2871| ME3255 CHICAGO SEARS W TV TWR              APPROX. 3.8 KM 1842147.5 |
 ME2871| ME2806 CLARK                               APPROX. 0.7 KM 3300215.4 |
 ME2871| ME2872 014 COC TPT                           2.621 METERS 33003     |
 ME2871|---------------------------------------------------------------------|
 ME2871
 ME2871                          SUPERSEDED SURVEY CONTROL
 ME2871
 ME2871  NAD 83(1997)-  41 54 48.18739(N)    087 37 57.58697(W) AD(       ) 2
 ME2871  NAD 83(1997)-  41 54 48.19150(N)    087 37 57.59954(W) AD(       ) 2
 ME2871  NAD 83(1986)-  41 54 48.19181(N)    087 37 57.59827(W) AD(       ) 2
 ME2871  NAD 27      -  41 54 48.07149(N)    087 37 57.40625(W) AD(       ) 2
 ME2871  NGVD 29 (08/23/90)  182.     (m)          597.     (f) VERT ANG       
 ME2871
 ME2871.Superseded values are not recommended for survey control.
 ME2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2871.See file dsdata.txt to determine how the superseded data were derived.
 ME2871
 ME2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4753340353(NAD 83)
 ME2871_MARKER: DD = SURVEY DISK
 ME2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2871_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2871+STABILITY: SURFACE MOTION
 ME2871
 ME2871  HISTORY     - Date     Condition        Report By
 ME2871  HISTORY     - 1977     MONUMENTED       IL1670
 ME2871  HISTORY     - 1983     GOOD             IL1670
 ME2871
 ME2871                          STATION DESCRIPTION
 ME2871
 ME2871'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2871'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME2871'THE NORTHEAST CORNER OF THE INTERSECTION OF NORTH CLARK STREET
 ME2871'AND LA SALLE DRIVE. ADDRESS IS 1701 NORTH CLARK STREET.
 ME2871'
 ME2871'STATION MARKS, BRONZE SURFACE DISK STAMPED---014 1977---AND
 ME2871'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2871'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2871'
 ME2871'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2871'MARK. THE STATION IS 56.3 FEET EAST OF THE EAST LINE OF NORTH
 ME2871'CLARK STREET AND 69.67 FEET NORTH OF THE CENTERLINE OF LA SALLE
 ME2871'DRIVE.
 ME2871
 ME2871                          STATION RECOVERY (1983)
 ME2871
 ME2871'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME2871'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME2871'NO CHANGES FOUND FROM THE 1977 DESCRIPTIVE TEXT.
 ME2871'
 ME2871'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0514 ***********************************************************************
 NG0514  DESIGNATION -  015 COC
 NG0514  PID         -  NG0514
 NG0514  STATE/COUNTY-  IL/COOK
 NG0514  USGS QUAD   -  EVANSTON (1995)
 NG0514
 NG0514                         *CURRENT SURVEY CONTROL
 NG0514  ___________________________________________________________________
 NG0514* NAD 83(1997)-  42 01 20.25388(N)    087 40 01.34668(W)     ADJUSTED  
 NG0514* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 NG0514  ___________________________________________________________________
 NG0514  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NG0514  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NG0514
 NG0514  HORZ ORDER  -  SECOND
 NG0514
 NG0514.The horizontal coordinates were established by classical geodetic methods
 NG0514.and adjusted by the National Geodetic Survey in October 1999..
 NG0514
 NG0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0514
 NG0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0514
 NG0514.The geoid height was determined by GEOID03.
 NG0514
 NG0514;                    North         East     Units Scale Factor Converg.
 NG0514;SPC IL E     -   594,793.474   355,182.329   MT  1.00001245   +0 26 45.7
 NG0514;SPC IL E     - 1,951,418.26  1,165,294.02   sFT  1.00001245   +0 26 45.7
 NG0514;UTM  16      - 4,652,466.563   444,776.426   MT  0.99963752   -0 26 47.5
 NG0514
 NG0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0514!SPC IL E     -   0.99997707  x   1.00001245  =   0.99998952
 NG0514!UTM  16      -   0.99997707  x   0.99963752  =   0.99961460
 NG0514
 NG0514                          SUPERSEDED SURVEY CONTROL
 NG0514
 NG0514  NAD 83(1997)-  42 01 20.25408(N)    087 40 01.34723(W) AD(       ) 2
 NG0514  NAD 83(1997)-  42 01 20.25761(N)    087 40 01.36263(W) AD(       ) 2
 NG0514  NAD 83(1986)-  42 01 20.25868(N)    087 40 01.36147(W) AD(       ) 2
 NG0514  NAD 27      -  42 01 20.14278(N)    087 40 01.15565(W) AD(       ) 2
 NG0514  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 NG0514
 NG0514.Superseded values are not recommended for survey control.
 NG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0514.See file dsdata.txt to determine how the superseded data were derived.
 NG0514
 NG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4477652467(NAD 83)
 NG0514_MARKER: DD = SURVEY DISK
 NG0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0514+STABILITY: SURFACE MOTION
 NG0514
 NG0514  HISTORY     - Date     Condition        Report By
 NG0514  HISTORY     - 1977     MONUMENTED       IL1670
 NG0514  HISTORY     - 19951119 MARK NOT FOUND   USPSQD
 NG0514
 NG0514                          STATION DESCRIPTION
 NG0514
 NG0514'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 NG0514'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO
 NG0514'AT THE NORTHWEST ANGLE OF THE INTERSECTION OF WEST JUNEWAY
 NG0514'TERRACE AND NORTH SHERIDAN ROAD. ADDRESS IS 1400 WEST JUNEWAY
 NG0514'TERRACE.
 NG0514'
 NG0514'STATION MARKS, BRONZE SURFACE DISK STAMPED---015 1977---AND
 NG0514'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 NG0514'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION UNDER A
 NG0514'CAST IRON BOX.
 NG0514'
 NG0514'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 NG0514'MARK. THE STATION IS 6.0 FEET SOUTH OF THE NORTH LINE OF WEST
 NG0514'JUNEWAY TERRACE AND 13.0 FEET EASTERLY OF THE WEST LINE OF
 NG0514'NORTH SHERIDAN ROAD EXTENDED NORTH. THIS STATION WAS NOT
 NG0514'OCCUPIED AS OF JUNE 20, 1977.
 NG0514
 NG0514                          STATION RECOVERY (1995)
 NG0514
 NG0514'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2824 ***********************************************************************
 ME2824  DESIGNATION -  016 COC
 ME2824  PID         -  ME2824
 ME2824  STATE/COUNTY-  IL/COOK
 ME2824  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2824
 ME2824                         *CURRENT SURVEY CONTROL
 ME2824  ___________________________________________________________________
 ME2824* NAD 83(1997)-  41 52 58.61865(N)    087 39 54.37929(W)     ADJUSTED  
 ME2824* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 ME2824  ___________________________________________________________________
 ME2824  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 ME2824  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME2824
 ME2824  HORZ ORDER  -  SECOND
 ME2824
 ME2824.The horizontal coordinates were established by classical geodetic methods
 ME2824.and adjusted by the National Geodetic Survey in October 1999..
 ME2824
 ME2824.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2824
 ME2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2824
 ME2824.The geoid height was determined by GEOID03.
 ME2824
 ME2824;                    North         East     Units Scale Factor Converg.
 ME2824;SPC IL E     -   579,317.827   355,463.293   MT  1.00001284   +0 26 46.1
 ME2824;SPC IL E     - 1,900,645.24  1,166,215.82   sFT  1.00001284   +0 26 46.1
 ME2824;UTM  16      - 4,636,994.224   444,816.589   MT  0.99963747   -0 26 38.6
 ME2824
 ME2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2824!SPC IL E     -   0.99997673  x   1.00001284  =   0.99998957
 ME2824!UTM  16      -   0.99997673  x   0.99963747  =   0.99961421
 ME2824
 ME2824:                Primary Azimuth Mark                     Grid Az
 ME2824:SPC IL E     -  CHICAGO HANCOCK CNTR E TV TWR            062 50 08.0
 ME2824:UTM  16      -  CHICAGO HANCOCK CNTR E TV TWR            063 43 32.7
 ME2824
 ME2824|---------------------------------------------------------------------|
 ME2824| PID    Reference Object                     Distance      Geod. Az  |
 ME2824|                                                           dddmmss.s |
 ME2824| ME2661 CHICAGO HANCOCK CNTR E TV TWR       APPROX. 3.9 KM 0631654.1 |
 ME2824| ME2809 STD 6 COC                           APPROX. 1.4 KM 0884744.9 |
 ME2824| ME2823 016 COC TPT                          14.315 METERS 09136     |
 ME2824| ME2825 STD 415 COC                         161.099 METERS 30339     |
 ME2824|---------------------------------------------------------------------|
 ME2824
 ME2824                          SUPERSEDED SURVEY CONTROL
 ME2824
 ME2824  NAD 83(1997)-  41 52 58.61883(N)    087 39 54.37971(W) AD(       ) 2
 ME2824  NAD 83(1997)-  41 52 58.62258(N)    087 39 54.39159(W) AD(       ) 2
 ME2824  NAD 83(1986)-  41 52 58.62334(N)    087 39 54.39077(W) AD(       ) 2
 ME2824  NAD 27      -  41 52 58.50405(N)    087 39 54.19793(W) AD(       ) 2
 ME2824  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 ME2824
 ME2824.Superseded values are not recommended for survey control.
 ME2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2824.See file dsdata.txt to determine how the superseded data were derived.
 ME2824
 ME2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4481736994(NAD 83)
 ME2824_MARKER: DD = SURVEY DISK
 ME2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2824+STABILITY: SURFACE MOTION
 ME2824
 ME2824  HISTORY     - Date     Condition        Report By
 ME2824  HISTORY     - 1977     MONUMENTED       IL1670
 ME2824
 ME2824                          STATION DESCRIPTION
 ME2824
 ME2824'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2824'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO
 ME2824'AT THE NORTHWEST CORNER OF THE INTERSECTION OF WEST WASHINGTON
 ME2824'BOULEVARD AND NORTH OGDEN AVENUE. ADDRESS IS 50 NORTH OGDEN
 ME2824'AVENUE.
 ME2824'
 ME2824'STATION MARKS, BRONZE SURFACE DISK STAMPED---016 1977---AND
 ME2824'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2824'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2824'
 ME2824'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2824'MARK. THE STATION IS 7.8 FEET SOUTH OF THE NORTH LINE OF WEST
 ME2824'WASHINGTON BOULEVARD EXTENDED WEST AND 109.0 FEET WEST, AS
 ME2824'MEASURED ON A LINE PARALLEL WITH THE NORTH LINE OF WEST
 ME2824'WASHINGTON BOULEVARD FROM THE WESTERLY LINE OF NORTH OGDEN
 ME2824'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3137 ***********************************************************************
 ME3137  DESIGNATION -  017 COC
 ME3137  PID         -  ME3137
 ME3137  STATE/COUNTY-  IL/COOK
 ME3137  USGS QUAD   -  BERWYN (1993)
 ME3137
 ME3137                         *CURRENT SURVEY CONTROL
 ME3137  ___________________________________________________________________
 ME3137* NAD 83(1997)-  41 52 23.05778(N)    087 45 01.54689(W)     ADJUSTED  
 ME3137* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 ME3137  ___________________________________________________________________
 ME3137  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 ME3137  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME3137
 ME3137  HORZ ORDER  -  SECOND
 ME3137
 ME3137.The horizontal coordinates were established by classical geodetic methods
 ME3137.and adjusted by the National Geodetic Survey in October 1999..
 ME3137
 ME3137.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3137
 ME3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3137
 ME3137.The geoid height was determined by GEOID03.
 ME3137
 ME3137;                    North         East     Units Scale Factor Converg.
 ME3137;SPC IL E     -   578,169.064   348,388.748   MT  1.00000380   +0 23 20.7
 ME3137;SPC IL E     - 1,896,876.34  1,143,005.42   sFT  1.00000380   +0 23 20.7
 ME3137;UTM  16      - 4,635,955.878   437,727.646   MT  0.99964772   -0 30 03.3
 ME3137
 ME3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3137!SPC IL E     -   0.99997625  x   1.00000380  =   0.99998005
 ME3137!UTM  16      -   0.99997625  x   0.99964772  =   0.99962398
 ME3137
 ME3137|---------------------------------------------------------------------|
 ME3137| PID    Reference Object                     Distance      Geod. Az  |
 ME3137|                                                           dddmmss.s |
 ME3137| ME3136 017 COC TPT                          11.556 METERS 08443     |
 ME3137| ME3117 LORETTO                             APPROX. 1.1 KM 2644345.8 |
 ME3137|---------------------------------------------------------------------|
 ME3137
 ME3137                          SUPERSEDED SURVEY CONTROL
 ME3137
 ME3137  NAD 83(1997)-  41 52 23.05792(N)    087 45 01.54732(W) AD(       ) 2
 ME3137  NAD 83(1997)-  41 52 23.06062(N)    087 45 01.55867(W) AD(       ) 2
 ME3137  NAD 83(1986)-  41 52 23.06146(N)    087 45 01.55814(W) AD(       ) 2
 ME3137  NAD 27      -  41 52 22.94643(N)    087 45 01.35436(W) AD(       ) 2
 ME3137  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 ME3137
 ME3137.Superseded values are not recommended for survey control.
 ME3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3137.See file dsdata.txt to determine how the superseded data were derived.
 ME3137
 ME3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3772835956(NAD 83)
 ME3137_MARKER: DD = SURVEY DISK
 ME3137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3137+STABILITY: SURFACE MOTION
 ME3137
 ME3137  HISTORY     - Date     Condition        Report By
 ME3137  HISTORY     - 1977     MONUMENTED       IL1670
 ME3137
 ME3137                          STATION DESCRIPTION
 ME3137
 ME3137'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3137'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO AT
 ME3137'THE NORTHWEST CORNER OF THE INTERSECTION OF WEST HARRISON
 ME3137'STREET AND SOUTH LAVERGNE AVENUE. ADDRESS IS 5024 WEST
 ME3137'HARRISON STREET.
 ME3137'
 ME3137'STATION MARKS, BRONZE SURFACE DISK STAMPED---017 1977---AND
 ME3137'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME3137'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME3137'
 ME3137'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME3137'MARK. THE STATION IS 7.6 FEET SOUTH OF THE NORTH LINE OF WEST
 ME3137'HARRISON STREET AND 316.85 FEET WEST OF THE WEST LINE OF SOUTH
 ME3137'LAVERGNE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2803 ***********************************************************************
 ME2803  DESIGNATION -  019 COC
 ME2803  PID         -  ME2803
 ME2803  STATE/COUNTY-  IL/COOK
 ME2803  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2803
 ME2803                         *CURRENT SURVEY CONTROL
 ME2803  ___________________________________________________________________
 ME2803* NAD 83(1997)-  41 56 33.34566(N)    087 37 59.83955(W)     ADJUSTED  
 ME2803* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 ME2803  ___________________________________________________________________
 ME2803  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ME2803  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME2803
 ME2803  HORZ ORDER  -  SECOND
 ME2803
 ME2803.The horizontal coordinates were established by classical geodetic methods
 ME2803.and adjusted by the National Geodetic Survey in October 1999..
 ME2803
 ME2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2803
 ME2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2803
 ME2803.The geoid height was determined by GEOID03.
 ME2803
 ME2803;                    North         East     Units Scale Factor Converg.
 ME2803;SPC IL E     -   585,963.788   358,050.029   MT  1.00001645   +0 28 04.5
 ME2803;SPC IL E     - 1,922,449.53  1,174,702.47   sFT  1.00001645   +0 28 04.5
 ME2803;UTM  16      - 4,643,596.669   447,505.304   MT  0.99963391   -0 25 23.8
 ME2803
 ME2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2803!SPC IL E     -   0.99997701  x   1.00001645  =   0.99999346
 ME2803!UTM  16      -   0.99997701  x   0.99963391  =   0.99961093
 ME2803
 ME2803:                Primary Azimuth Mark                     Grid Az
 ME2803:SPC IL E     -  024 COC                                  003 10 16.0
 ME2803:UTM  16      -  024 COC                                  004 03 44.3
 ME2803
 ME2803|---------------------------------------------------------------------|
 ME2803| PID    Reference Object                     Distance      Geod. Az  |
 ME2803|                                                           dddmmss.s |
 ME2803| ME2869 024 COC                             APPROX. 2.3 KM 0033820.5 |
 ME2803|---------------------------------------------------------------------|
 ME2803
 ME2803                          SUPERSEDED SURVEY CONTROL
 ME2803
 ME2803  NAD 83(1997)-  41 56 33.34587(N)    087 37 59.84003(W) AD(       ) 2
 ME2803  NAD 83(1997)-  41 56 33.34998(N)    087 37 59.85337(W) AD(       ) 2
 ME2803  NAD 83(1986)-  41 56 33.35095(N)    087 37 59.85247(W) AD(       ) 2
 ME2803  NAD 27      -  41 56 33.23144(N)    087 37 59.65770(W) AD(       ) 2
 ME2803  NGVD 29 (07/19/86)  180.3    (m)          592.     (f) VERT ANG       
 ME2803
 ME2803.Superseded values are not recommended for survey control.
 ME2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2803.See file dsdata.txt to determine how the superseded data were derived.
 ME2803
 ME2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4750543597(NAD 83)
 ME2803_MARKER: DD = SURVEY DISK
 ME2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2803+STABILITY: SURFACE MOTION
 ME2803
 ME2803  HISTORY     - Date     Condition        Report By
 ME2803  HISTORY     - 1977     MONUMENTED       IL1670
 ME2803
 ME2803                          STATION DESCRIPTION
 ME2803
 ME2803'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2803'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO
 ME2803'NORTH OF THE ENTRANCE TO BELMONT HARBOR AT THE EAST END OF
 ME2803'THE LAND. NO ADDRESS.
 ME2803'
 ME2803'THE STATION MARK IS A BRONZE DISK STAMPED---019 1977---AND
 ME2803'SET IN THE TOP OF A CONCRETE SIDEWALK WITH THE INSCRIPTION CITY
 ME2803'OF CHICAGO TRIANGULATION STATION.
 ME2803'
 ME2803'THE STATION IS 4.5 FEET EAST OF THE WEST EDGE OF A CONCRETE
 ME2803'WALK AND
 ME2803'118.0 FEET NORTHEASTERLY OF A POINT AT THE INTERSECTION OF THE
 ME2803'NORTHERN EDGE OF THE SOUTHERNMOST PART OF A SIDEWALK AND THE
 ME2803'CENTERLINE OF THE HARBOR BEACON AT THE NORTH SIDE OF THE HARBOR
 ME2803'ENTRANCE EXTENDED NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2660 ***********************************************************************
 ME2660  DESIGNATION -  020 COC
 ME2660  PID         -  ME2660
 ME2660  STATE/COUNTY-  IL/COOK
 ME2660  USGS QUAD   -  JACKSON PARK (1993)
 ME2660
 ME2660                         *CURRENT SURVEY CONTROL
 ME2660  ___________________________________________________________________
 ME2660* NAD 83(1997)-  41 53 30.68319(N)    087 35 55.33511(W)     ADJUSTED  
 ME2660* NAVD 88     -       178.4    (meters)     585.     (feet)  VERTCON   
 ME2660  ___________________________________________________________________
 ME2660  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 ME2660  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2660
 ME2660  HORZ ORDER  -  SECOND
 ME2660
 ME2660.The horizontal coordinates were established by classical geodetic methods
 ME2660.and adjusted by the National Geodetic Survey in October 1999..
 ME2660
 ME2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2660
 ME2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2660
 ME2660.The geoid height was determined by GEOID03.
 ME2660
 ME2660;                    North         East     Units Scale Factor Converg.
 ME2660;SPC IL E     -   580,352.148   360,966.189   MT  1.00002072   +0 29 26.0
 ME2660;SPC IL E     - 1,904,038.67  1,184,269.91   sFT  1.00002072   +0 29 26.0
 ME2660;UTM  16      - 4,637,942.558   450,332.778   MT  0.99963035   -0 23 59.2
 ME2660
 ME2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2660!SPC IL E     -   0.99997728  x   1.00002072  =   0.99999800
 ME2660!UTM  16      -   0.99997728  x   0.99963035  =   0.99960764
 ME2660
 ME2660:                Primary Azimuth Mark                     Grid Az
 ME2660:SPC IL E     -  CARTER H HARRISON CRIB LT                038 22 28.7
 ME2660:UTM  16      -  CARTER H HARRISON CRIB LT                039 15 53.9
 ME2660
 ME2660|---------------------------------------------------------------------|
 ME2660| PID    Reference Object                     Distance      Geod. Az  |
 ME2660|                                                           dddmmss.s |
 ME2660| ME2657 CARTER H HARRISON CRIB LT           APPROX. 3.5 KM 0385154.7 |
 ME2660| ME2670 FOUR MILE CRIB LT                   APPROX. 4.9 KM 1153017.2 |
 ME2660| ME2682 021 COC                             APPROX. 3.0 KM 1960325.9 |
 ME2660|---------------------------------------------------------------------|
 ME2660
 ME2660                          SUPERSEDED SURVEY CONTROL
 ME2660
 ME2660  NAD 83(1997)-  41 53 30.68341(N)    087 35 55.33554(W) AD(       ) 2
 ME2660  NAD 83(1997)-  41 53 30.68801(N)    087 35 55.34764(W) AD(       ) 2
 ME2660  NAD 83(1986)-  41 53 30.68806(N)    087 35 55.34633(W) AD(       ) 2
 ME2660  NAD 27      -  41 53 30.56555(N)    087 35 55.16064(W) AD(       ) 2
 ME2660  NGVD 29 (07/19/86)  178.5    (m)          586.     (f) VERT ANG       
 ME2660
 ME2660.Superseded values are not recommended for survey control.
 ME2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2660.See file dsdata.txt to determine how the superseded data were derived.
 ME2660
 ME2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5033337943(NAD 83)
 ME2660_MARKER: DD = SURVEY DISK
 ME2660_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2660+WITH SETTING: PAVEMENT
 ME2660_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2660+STABILITY: SURFACE MOTION
 ME2660
 ME2660  HISTORY     - Date     Condition        Report By
 ME2660  HISTORY     - 1977     MONUMENTED       IL1670
 ME2660  HISTORY     - 1983     GOOD             IL1670
 ME2660
 ME2660                          STATION DESCRIPTION
 ME2660
 ME2660'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2660'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF CHICAGO AT
 ME2660'THE EAST END OF NAVY PIER. NO ADDRESS.
 ME2660'
 ME2660'THE STATION MARK IS A BRONZE DISK STAMPED---020 1977---AND
 ME2660'SET IN THE TOP OF THE CONCRETE PIER PLATFORM WITH THE
 ME2660'INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2660'
 ME2660'THE STATION IS 33.7 FEET WEST OF THE EAST EDGE OF THE PIER
 ME2660'PLATFORM AND 137.9 FEET NORTH OF THE SOUTH EDGE OF THE PIER
 ME2660'PLATFORM.
 ME2660
 ME2660                          STATION RECOVERY (1983)
 ME2660
 ME2660'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME2660'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME2660'NO CHANGES WERE NOTED FROM THE 1977 DESCRIPTIVE TEXT.
 ME2660'
 ME2660'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2682 ***********************************************************************
 ME2682  DESIGNATION -  021 COC
 ME2682  PID         -  ME2682
 ME2682  STATE/COUNTY-  IL/COOK
 ME2682  USGS QUAD   -  JACKSON PARK (1993)
 ME2682
 ME2682                         *CURRENT SURVEY CONTROL
 ME2682  ___________________________________________________________________
 ME2682* NAD 83(1997)-  41 51 58.77496(N)    087 36 30.72463(W)     ADJUSTED  
 ME2682* NAVD 88     -       183.3    (meters)     601.     (feet)  VERTCON   
 ME2682  ___________________________________________________________________
 ME2682  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ME2682  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME2682
 ME2682  HORZ ORDER  -  SECOND
 ME2682
 ME2682.This mark is at Merrill C Meigs Airport (CGX)
 ME2682
 ME2682.The horizontal coordinates were established by classical geodetic methods
 ME2682.and adjusted by the National Geodetic Survey in October 1999..
 ME2682
 ME2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2682
 ME2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2682
 ME2682.The geoid height was determined by GEOID03.
 ME2682
 ME2682;                    North         East     Units Scale Factor Converg.
 ME2682;SPC IL E     -   577,509.608   360,174.314   MT  1.00001954   +0 29 01.5
 ME2682;SPC IL E     - 1,894,712.77  1,181,671.90   sFT  1.00001954   +0 29 01.5
 ME2682;UTM  16      - 4,635,113.764   449,497.166   MT  0.99963138   -0 24 22.1
 ME2682
 ME2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2682!SPC IL E     -   0.99997651  x   1.00001954  =   0.99999605
 ME2682!UTM  16      -   0.99997651  x   0.99963138  =   0.99960790
 ME2682
 ME2682:                Primary Azimuth Mark                     Grid Az
 ME2682:SPC IL E     -  020 COC                                  015 34 00.8
 ME2682:UTM  16      -  020 COC                                  016 27 24.4
 ME2682
 ME2682|---------------------------------------------------------------------|
 ME2682| PID    Reference Object                     Distance      Geod. Az  |
 ME2682|                                                           dddmmss.s |
 ME2682| ME2660 020 COC                             APPROX. 3.0 KM 0160302.3 |
 ME2682| ME2657 CARTER H HARRISON CRIB LT           APPROX. 6.3 KM 0282807.7 |
 ME2682| ME2658 CHICAGO HBR LT                      APPROX. 3.0 KM 0301631.1 |
 ME2682| ME2665 MEIGS FIELD AP STA B 1959           240.725 METERS 16930     |
 ME2682| ME2661 CHICAGO HANCOCK CNTR E TV TWR       APPROX. 3.8 KM 3414333.8 |
 ME2682|---------------------------------------------------------------------|
 ME2682
 ME2682                          SUPERSEDED SURVEY CONTROL
 ME2682
 ME2682  NAD 83(1997)-  41 51 58.77517(N)    087 36 30.72503(W) AD(       ) 2
 ME2682  NAD 83(1997)-  41 51 58.77967(N)    087 36 30.73657(W) AD(       ) 2
 ME2682  NAD 83(1986)-  41 51 58.77940(N)    087 36 30.73535(W) AD(       ) 2
 ME2682  NAD 27      -  41 51 58.65686(N)    087 36 30.55112(W) AD(       ) 2
 ME2682  NGVD 29 (07/19/86)  183.4    (m)          602.     (f) VERT ANG       
 ME2682
 ME2682.Superseded values are not recommended for survey control.
 ME2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2682.See file dsdata.txt to determine how the superseded data were derived.
 ME2682
 ME2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4949735114(NAD 83)
 ME2682_MARKER: DD = SURVEY DISK
 ME2682_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2682+WITH SETTING: PAVEMENT
 ME2682_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2682+STABILITY: SURFACE MOTION
 ME2682
 ME2682  HISTORY     - Date     Condition        Report By
 ME2682  HISTORY     - 1977     MONUMENTED       IL1670
 ME2682  HISTORY     - 1979     GOOD             NGS
 ME2682  HISTORY     - 1983     GOOD             IL1670
 ME2682
 ME2682                          STATION DESCRIPTION
 ME2682
 ME2682'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2682'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO AT
 ME2682'THE INTERSECTION OF THE CENTERLINE OF THE MEDIAN OF ACHSAH BOND
 ME2682'DRIVE AND THE CENTERLINE OF THE RUNWAY OF MEIGS FIELD.
 ME2682'NO ADDRESS.
 ME2682'
 ME2682'THE STATION MARK IS A BRONZE DISK STAMPED---021 1977---AND
 ME2682'SET IN THE TOP OF A CONCRETE WALK WITH THE INSCRIPTION CITY OF
 ME2682'CHICAGO TRIANGULATION STATION.
 ME2682'
 ME2682'THE STATION IS 3.1 FEET SOUTH OF THE CENTERLINE OF THE MEDIAN OF
 ME2682'ACHSAH BOND DRIVE AND 15.4 FEET WEST OF THE CENTERLINE OF THE
 ME2682'RUNWAY OF MEIGS FIELD EXTENDED NORTH.
 ME2682
 ME2682                          STATION RECOVERY (1979)
 ME2682
 ME2682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 ME2682'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD
 ME2682'N410874, STATION 261.
 ME2682
 ME2682                          STATION RECOVERY (1983)
 ME2682
 ME2682'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME2682'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME2682'NO CHANGES WERE NOTED FROM THE 1977 DESCRIPTIVE TEXT.
 ME2682'
 ME2682'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2837 ***********************************************************************
 ME2837  DESIGNATION -  022 COC
 ME2837  PID         -  ME2837
 ME2837  STATE/COUNTY-  IL/COOK
 ME2837  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2837
 ME2837                         *CURRENT SURVEY CONTROL
 ME2837  ___________________________________________________________________
 ME2837* NAD 83(1997)-  41 54 07.82732(N)    087 41 13.90346(W)     ADJUSTED  
 ME2837* NAVD 88     -       181.8    (meters)     596.     (feet)  VERTCON   
 ME2837  ___________________________________________________________________
 ME2837  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ME2837  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2837
 ME2837  HORZ ORDER  -  SECOND
 ME2837
 ME2837.The horizontal coordinates were established by classical geodetic methods
 ME2837.and adjusted by the National Geodetic Survey in October 1999..
 ME2837
 ME2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2837
 ME2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2837
 ME2837.The geoid height was determined by GEOID03.
 ME2837
 ME2837;                    North         East     Units Scale Factor Converg.
 ME2837;SPC IL E     -   581,439.051   353,613.718   MT  1.00001036   +0 25 53.5
 ME2837;SPC IL E     - 1,907,604.62  1,160,147.67   sFT  1.00001036   +0 25 53.5
 ME2837;UTM  16      - 4,639,143.130   443,000.876   MT  0.99963998   -0 27 32.3
 ME2837
 ME2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2837!SPC IL E     -   0.99997675  x   1.00001036  =   0.99998711
 ME2837!UTM  16      -   0.99997675  x   0.99963998  =   0.99961673
 ME2837
 ME2837:                Primary Azimuth Mark                     Grid Az
 ME2837:SPC IL E     -  ST ELIZABETH                             012 29 10.0
 ME2837:UTM  16      -  ST ELIZABETH                             013 22 35.8
 ME2837
 ME2837|---------------------------------------------------------------------|
 ME2837| PID    Reference Object                     Distance      Geod. Az  |
 ME2837|                                                           dddmmss.s |
 ME2837| ME2835 ST ELIZABETH                        APPROX. 0.6 KM 0125503.5 |
 ME2837| ME2836 MSD 520 COC                          84.341 METERS 01949     |
 ME2837| ME2833 CHICAGO ST VLADIMIRS CH SPIRE       303.676 METERS 12847     |
 ME2837|---------------------------------------------------------------------|
 ME2837
 ME2837                          SUPERSEDED SURVEY CONTROL
 ME2837
 ME2837  NAD 83(1997)-  41 54 07.82750(N)    087 41 13.90391(W) AD(       ) 2
 ME2837  NAD 83(1997)-  41 54 07.83092(N)    087 41 13.91617(W) AD(       ) 2
 ME2837  NAD 83(1986)-  41 54 07.83161(N)    087 41 13.91557(W) AD(       ) 2
 ME2837  NAD 27      -  41 54 07.71404(N)    087 41 13.71736(W) AD(       ) 2
 ME2837  NGVD 29 (07/19/86)  181.9    (m)          597.     (f) VERT ANG       
 ME2837
 ME2837.Superseded values are not recommended for survey control.
 ME2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2837.See file dsdata.txt to determine how the superseded data were derived.
 ME2837
 ME2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4300139143(NAD 83)
 ME2837_MARKER: DD = SURVEY DISK
 ME2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2837+STABILITY: SURFACE MOTION
 ME2837
 ME2837  HISTORY     - Date     Condition        Report By
 ME2837  HISTORY     - 1977     MONUMENTED       IL1670
 ME2837
 ME2837                          STATION DESCRIPTION
 ME2837
 ME2837'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2837'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME2837'THE NORTHWEST CORNER OF WEST HADDON AVENUE AND NORTH WESTERN
 ME2837'AVENUE. ADDRESS IS 2400 WEST HADDON AVENUE.
 ME2837'
 ME2837'THE STATION MARK IS A BRONZE DISK STAMPED---022 1977---AND
 ME2837'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2837'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2837'
 ME2837'THE STATION IS 4.03 FEET WEST OF THE WEST LINE OF NORTH WESTERN
 ME2837'AVENUE AND .75 FEET NORTH OF THE NORTH LINE OF WEST HADDON
 ME2837'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3042 ***********************************************************************
 ME3042  DESIGNATION -  023 COC
 ME3042  PID         -  ME3042
 ME3042  STATE/COUNTY-  IL/COOK
 ME3042  USGS QUAD   -  RIVER FOREST (1997)
 ME3042
 ME3042                         *CURRENT SURVEY CONTROL
 ME3042  ___________________________________________________________________
 ME3042* NAD 83(1997)-  41 54 21.07315(N)    087 45 12.55238(W)     ADJUSTED  
 ME3042* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 ME3042  ___________________________________________________________________
 ME3042  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 ME3042  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME3042
 ME3042  HORZ ORDER  -  SECOND
 ME3042
 ME3042.The horizontal coordinates were established by classical geodetic methods
 ME3042.and adjusted by the National Geodetic Survey in October 1999..
 ME3042
 ME3042.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3042
 ME3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3042
 ME3042.The geoid height was determined by GEOID03.
 ME3042
 ME3042;                    North         East     Units Scale Factor Converg.
 ME3042;SPC IL E     -   581,808.414   348,110.365   MT  1.00000347   +0 23 14.3
 ME3042;SPC IL E     - 1,908,816.44  1,142,092.09   sFT  1.00000347   +0 23 14.3
 ME3042;UTM  16      - 4,639,597.818   437,505.923   MT  0.99964806   -0 30 11.8
 ME3042
 ME3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3042!SPC IL E     -   0.99997610  x   1.00000347  =   0.99997957
 ME3042!UTM  16      -   0.99997610  x   0.99964806  =   0.99962417
 ME3042
 ME3042:                Primary Azimuth Mark                     Grid Az
 ME3042:SPC IL E     -  ST ANNES                                 151 37 03.1
 ME3042:UTM  16      -  ST ANNES                                 152 30 29.2
 ME3042
 ME3042|---------------------------------------------------------------------|
 ME3042| PID    Reference Object                     Distance      Geod. Az  |
 ME3042|                                                           dddmmss.s |
 ME3042| ME3037 ST ANNES                            APPROX. 0.5 KM 1520017.4 |
 ME3042| ME3043 023 COC TPT                          17.088 METERS 33201     |
 ME3042|---------------------------------------------------------------------|
 ME3042
 ME3042                          SUPERSEDED SURVEY CONTROL
 ME3042
 ME3042  NAD 83(1997)-  41 54 21.07329(N)    087 45 12.55284(W) AD(       ) 2
 ME3042  NAD 83(1997)-  41 54 21.07578(N)    087 45 12.56507(W) AD(       ) 2
 ME3042  NAD 83(1986)-  41 54 21.07668(N)    087 45 12.56442(W) AD(       ) 2
 ME3042  NAD 27      -  41 54 20.96233(N)    087 45 12.35729(W) AD(       ) 2
 ME3042  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 ME3042
 ME3042.Superseded values are not recommended for survey control.
 ME3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3042.See file dsdata.txt to determine how the superseded data were derived.
 ME3042
 ME3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3750639598(NAD 83)
 ME3042_MARKER: DD = SURVEY DISK
 ME3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3042+STABILITY: SURFACE MOTION
 ME3042
 ME3042  HISTORY     - Date     Condition        Report By
 ME3042  HISTORY     - 1977     MONUMENTED       IL1670
 ME3042
 ME3042                          STATION DESCRIPTION
 ME3042
 ME3042'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3042'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO
 ME3042'ON THE SOUTH SIDE OF WEST HIRSCH STREET, WEST OF NORTH LECLAIRE
 ME3042'AVENUE. ADDRESS IS 5101 WEST HIRSCH STREET.
 ME3042'
 ME3042'STATION MARKS, BRONZE SURFACE DISK STAMPED---023 1977---AND SET
 ME3042'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME3042'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME3042'
 ME3042'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME3042'MARK. THE STATION IS 15.0 FEET NORTH OF THE SOUTH LINE OF
 ME3042'WEST HIRSCH STREET AND 9.0 FEET EAST OF THE WEST LINE OF NORTH
 ME3042'LECLAIRE AVENUE EXTENDED SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2869 ***********************************************************************
 ME2869  DESIGNATION -  024 COC
 ME2869  PID         -  ME2869
 ME2869  STATE/COUNTY-  IL/COOK
 ME2869  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2869
 ME2869                         *CURRENT SURVEY CONTROL
 ME2869  ___________________________________________________________________
 ME2869* NAD 83(1997)-  41 57 48.58645(N)    087 37 53.42799(W)     ADJUSTED  
 ME2869* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 ME2869  ___________________________________________________________________
 ME2869  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ME2869  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2869
 ME2869  HORZ ORDER  -  FIRST
 ME2869
 ME2869.The horizontal coordinates were established by classical geodetic methods
 ME2869.and adjusted by the National Geodetic Survey in October 1999..
 ME2869
 ME2869.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2869
 ME2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2869
 ME2869.The geoid height was determined by GEOID03.
 ME2869
 ME2869;                    North         East     Units Scale Factor Converg.
 ME2869;SPC IL E     -   588,286.393   358,178.705   MT  1.00001663   +0 28 09.5
 ME2869;SPC IL E     - 1,930,069.61  1,175,124.63   sFT  1.00001663   +0 28 09.5
 ME2869;UTM  16      - 4,645,916.103   447,670.034   MT  0.99963370   -0 25 20.2
 ME2869
 ME2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2869!SPC IL E     -   0.99997701  x   1.00001663  =   0.99999364
 ME2869!UTM  16      -   0.99997701  x   0.99963370  =   0.99961072
 ME2869
 ME2869:                Primary Azimuth Mark                     Grid Az
 ME2869:SPC IL E     -  WILSON AVE CRIB LT                       084 41 03.0
 ME2869:UTM  16      -  WILSON AVE CRIB LT                       085 34 32.7
 ME2869
 ME2869|---------------------------------------------------------------------|
 ME2869| PID    Reference Object                     Distance      Geod. Az  |
 ME2869|                                                           dddmmss.s |
 ME2869| ME2659 WILSON AVE CRIB LT                  APPROX. 3.4 KM 0850912.5 |
 ME2869| ME2657 CARTER H HARRISON CRIB LT           APPROX. 7.2 KM 1363715.1 |
 ME2869| ME2670 FOUR MILE CRIB LT                   APPROX.12.4 KM 1443627.3 |
 ME2869| ME2658 CHICAGO HBR LT                      APPROX. 8.9 KM 1573359.6 |
 ME2869| ME2803 019 COC                             APPROX. 2.3 KM 1833824.8 |
 ME2869| ME2802 018 COC                              60.955 METERS 34600     |
 ME2869|---------------------------------------------------------------------|
 ME2869
 ME2869                          SUPERSEDED SURVEY CONTROL
 ME2869
 ME2869  NAD 83(1997)-  41 57 48.58665(N)    087 37 53.42850(W) AD(       ) 1
 ME2869  NAD 83(1997)-  41 57 48.59077(N)    087 37 53.44237(W) AD(       ) 1
 ME2869  NAD 83(1986)-  41 57 48.59175(N)    087 37 53.44142(W) AD(       ) 1
 ME2869  NAD 27      -  41 57 48.47269(N)    087 37 53.24496(W) AD(       ) 1
 ME2869  NGVD 29 (07/19/86)  180.3    (m)          592.     (f) VERT ANG       
 ME2869
 ME2869.Superseded values are not recommended for survey control.
 ME2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2869.See file dsdata.txt to determine how the superseded data were derived.
 ME2869
 ME2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4767045916(NAD 83)
 ME2869_MARKER: DD = SURVEY DISK
 ME2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2869+STABILITY: SURFACE MOTION
 ME2869
 ME2869  HISTORY     - Date     Condition        Report By
 ME2869  HISTORY     - 1977     MONUMENTED       IL1670
 ME2869
 ME2869                          STATION DESCRIPTION
 ME2869
 ME2869'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2869'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF CHICAGO AT
 ME2869'THE EAST END OF THE LAND NORTH OF MONTROSE HARBOR AND SOUTH OF
 ME2869'THE BREAKWATER PIER EAST OF THE BAY LYING NORTH OF MONTROSE
 ME2869'HARBOR.
 ME2869'NO ADDRESS.
 ME2869'
 ME2869'THE STATION MARK IS A BRONZE DISK STAMPED---024 1977---AND SET
 ME2869'IN THE TOP OF A ROCK AT THE LAKE SHORE WITH THE INSCRIPTION CITY
 ME2869'OF CHICAGO TRIANGULATION STATION.
 ME2869'
 ME2869'THE STATION IS 55.6 FEET NORTHWESTERLY OF THE NORTHWEST CORNER
 ME2869'OF A BEACON TOWER AT THE EAST END OF THE LAND, 53.0 FEET
 ME2869'SOUTHWESTERLY OF THE SOUTHWESTERN CORNER OF THE RETAINING
 ME2869'WALL OF THE CONCRETE BREAKWATER PIER AND 108.35 FEET
 ME2869'NORTHEASTERLY OF THE NORTHEAST CORNER OF A BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2758 ***********************************************************************
 ME2758  DESIGNATION -  026 COC
 ME2758  PID         -  ME2758
 ME2758  STATE/COUNTY-  IL/COOK
 ME2758  USGS QUAD   -  ENGLEWOOD (1997)
 ME2758
 ME2758                         *CURRENT SURVEY CONTROL
 ME2758  ___________________________________________________________________
 ME2758* NAD 83(1997)-  41 51 46.04686(N)    087 43 10.15635(W)     ADJUSTED  
 ME2758* NAVD 88     -       182.7    (meters)     599.     (feet)  VERTCON   
 ME2758  ___________________________________________________________________
 ME2758  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ME2758  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2758
 ME2758  HORZ ORDER  -  SECOND
 ME2758
 ME2758.The horizontal coordinates were established by classical geodetic methods
 ME2758.and adjusted by the National Geodetic Survey in October 1999..
 ME2758
 ME2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2758
 ME2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2758
 ME2758.The geoid height was determined by GEOID03.
 ME2758
 ME2758;                    North         East     Units Scale Factor Converg.
 ME2758;SPC IL E     -   577,045.094   350,965.506   MT  1.00000695   +0 24 34.8
 ME2758;SPC IL E     - 1,893,188.78  1,151,459.33   sFT  1.00000695   +0 24 34.8
 ME2758;UTM  16      - 4,634,792.442   440,285.717   MT  0.99964388   -0 28 48.6
 ME2758
 ME2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2758!SPC IL E     -   0.99997660  x   1.00000695  =   0.99998355
 ME2758!UTM  16      -   0.99997660  x   0.99964388  =   0.99962048
 ME2758
 ME2758:                Primary Azimuth Mark                     Grid Az
 ME2758:SPC IL E     -  027 COC                                  088 43 49.0
 ME2758:UTM  16      -  027 COC                                  089 37 12.4
 ME2758
 ME2758|---------------------------------------------------------------------|
 ME2758| PID    Reference Object                     Distance      Geod. Az  |
 ME2758|                                                           dddmmss.s |
 ME2758| ME2754 027 COC                             APPROX. 1.5 KM 0890823.8 |
 ME2758| ME2786 STD 80 COC                          404.932 METERS 3512501.6 |
 ME2758|---------------------------------------------------------------------|
 ME2758
 ME2758                          SUPERSEDED SURVEY CONTROL
 ME2758
 ME2758  NAD 83(1997)-  41 51 46.04701(N)    087 43 10.15676(W) AD(       ) 2
 ME2758  NAD 83(1997)-  41 51 46.05015(N)    087 43 10.16806(W) AD(       ) 2
 ME2758  NAD 83(1986)-  41 51 46.05087(N)    087 43 10.16734(W) AD(       ) 2
 ME2758  NAD 27      -  41 51 45.93420(N)    087 43 09.96879(W) AD(       ) 2
 ME2758  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 ME2758
 ME2758.Superseded values are not recommended for survey control.
 ME2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2758.See file dsdata.txt to determine how the superseded data were derived.
 ME2758
 ME2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4028634792(NAD 83)
 ME2758_MARKER: DD = SURVEY DISK
 ME2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2758+STABILITY: SURFACE MOTION
 ME2758
 ME2758  HISTORY     - Date     Condition        Report By
 ME2758  HISTORY     - 1977     MONUMENTED       IL1670
 ME2758
 ME2758                          STATION DESCRIPTION
 ME2758
 ME2758'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2758'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME2758'AT THE INTERSECTION OF SOUTH INDEPENDENCE BOULEVARD AND WEST
 ME2758'DOUGLAS BOULEVARD. ADDRESS IS 3741 WEST DOUGLAS BOULEVARD TO
 ME2758'THE SOUTH OF THE STATION.
 ME2758'
 ME2758'STATION MARKS, BRONZE SURFACE DISK STAMPED---026 1977---AND SET
 ME2758'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH THE
 ME2758'INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2758'
 ME2758'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2758'MARK. THE STATION IS 50.6 FEET SOUTH OF THE NORTH LINE OF WEST
 ME2758'DOUGLAS BOULEVARD AND 59.2 FEET WEST OF THE EAST LINE OF
 ME2758'SOUTH INDEPENDENCE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2754 ***********************************************************************
 ME2754  DESIGNATION -  027 COC
 ME2754  PID         -  ME2754
 ME2754  STATE/COUNTY-  IL/COOK
 ME2754  USGS QUAD   -  ENGLEWOOD (1997)
 ME2754
 ME2754                         *CURRENT SURVEY CONTROL
 ME2754  ___________________________________________________________________
 ME2754* NAD 83(1997)-  41 51 46.74938(N)    087 42 07.12437(W)     ADJUSTED  
 ME2754* NAVD 88     -       181.4    (meters)     595.     (feet)  VERTCON   
 ME2754  ___________________________________________________________________
 ME2754  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ME2754  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2754
 ME2754  HORZ ORDER  -  SECOND
 ME2754
 ME2754.The horizontal coordinates were established by classical geodetic methods
 ME2754.and adjusted by the National Geodetic Survey in October 1999..
 ME2754
 ME2754.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2754
 ME2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2754
 ME2754.The geoid height was determined by GEOID03.
 ME2754
 ME2754;                    North         East     Units Scale Factor Converg.
 ME2754;SPC IL E     -   577,077.311   352,419.056   MT  1.00000880   +0 25 16.8
 ME2754;SPC IL E     - 1,893,294.48  1,156,228.19   sFT  1.00000880   +0 25 16.8
 ME2754;UTM  16      - 4,634,802.078   441,739.061   MT  0.99964177   -0 28 06.5
 ME2754
 ME2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2754!SPC IL E     -   0.99997680  x   1.00000880  =   0.99998560
 ME2754!UTM  16      -   0.99997680  x   0.99964177  =   0.99961858
 ME2754
 ME2754|---------------------------------------------------------------------|
 ME2754| PID    Reference Object                     Distance      Geod. Az  |
 ME2754|                                                           dddmmss.s |
 ME2754| ME2783 028 COC                             387.794 METERS 17217     |
 ME2754|---------------------------------------------------------------------|
 ME2754
 ME2754                          SUPERSEDED SURVEY CONTROL
 ME2754
 ME2754  NAD 83(1997)-  41 51 46.74954(N)    087 42 07.12477(W) AD(       ) 2
 ME2754  NAD 83(1997)-  41 51 46.75291(N)    087 42 07.13613(W) AD(       ) 2
 ME2754  NAD 83(1986)-  41 51 46.75380(N)    087 42 07.13555(W) AD(       ) 2
 ME2754  NAD 27      -  41 51 46.63605(N)    087 42 06.93928(W) AD(       ) 2
 ME2754  NGVD 29 (07/19/86)  181.5    (m)          595.     (f) VERT ANG       
 ME2754
 ME2754.Superseded values are not recommended for survey control.
 ME2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2754.See file dsdata.txt to determine how the superseded data were derived.
 ME2754
 ME2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4173934802(NAD 83)
 ME2754_MARKER: DD = SURVEY DISK
 ME2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2754+STABILITY: SURFACE MOTION
 ME2754
 ME2754  HISTORY     - Date     Condition        Report By
 ME2754  HISTORY     - 1977     MONUMENTED       IL1670
 ME2754
 ME2754                          STATION DESCRIPTION
 ME2754
 ME2754'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2754'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO AT
 ME2754'THE MEDIAN OF SOUTH SACRAMENTO DRIVE AT THE INTERSECTION OF THE
 ME2754'CENTERLINE OF THE NORTH LANE OF WEST DOUGLAS BOULEVARD.
 ME2754'NO ADDRESS.
 ME2754'
 ME2754'STATION MARKS, BRONZE SURFACE DISK STAMPED---027 1977---AND
 ME2754'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2754'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2754'
 ME2754'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2754'MARK. THE STATION IS 51.8 FEET SOUTH OF THE NORTH LINE OF WEST
 ME2754'DOUGLAS BOULEVARD EXTENDED EAST AND 323.25 FEET EAST OF THE
 ME2754'WEST LINE OF SOUTH ALBANY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2783 ***********************************************************************
 ME2783  DESIGNATION -  028 COC
 ME2783  PID         -  ME2783
 ME2783  STATE/COUNTY-  IL/COOK
 ME2783  USGS QUAD   -  ENGLEWOOD (1997)
 ME2783
 ME2783                         *CURRENT SURVEY CONTROL
 ME2783  ___________________________________________________________________
 ME2783* NAD 83(1997)-  41 51 34.29390(N)    087 42 04.86856(W)     ADJUSTED  
 ME2783* NAVD 88     -       180.5    (meters)     592.     (feet)  VERTCON   
 ME2783  ___________________________________________________________________
 ME2783  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 ME2783  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2783
 ME2783  HORZ ORDER  -  SECOND
 ME2783
 ME2783.The horizontal coordinates were established by classical geodetic methods
 ME2783.and adjusted by the National Geodetic Survey in October 1999..
 ME2783
 ME2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2783
 ME2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2783
 ME2783.The geoid height was determined by GEOID03.
 ME2783
 ME2783;                    North         East     Units Scale Factor Converg.
 ME2783;SPC IL E     -   576,693.413   352,473.911   MT  1.00000887   +0 25 18.2
 ME2783;SPC IL E     - 1,892,034.97  1,156,408.16   sFT  1.00000887   +0 25 18.2
 ME2783;UTM  16      - 4,634,417.515   441,787.929   MT  0.99964170   -0 28 04.9
 ME2783
 ME2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2783!SPC IL E     -   0.99997694  x   1.00000887  =   0.99998581
 ME2783!UTM  16      -   0.99997694  x   0.99964170  =   0.99961865
 ME2783
 ME2783|---------------------------------------------------------------------|
 ME2783| PID    Reference Object                     Distance      Geod. Az  |
 ME2783|                                                           dddmmss.s |
 ME2783| ME2754 027 COC                             387.794 METERS 35217     |
 ME2783| ME2784 028 COC TPT                           6.790 METERS 35949     |
 ME2783|---------------------------------------------------------------------|
 ME2783
 ME2783                          SUPERSEDED SURVEY CONTROL
 ME2783
 ME2783  NAD 83(1997)-  41 51 34.29406(N)    087 42 04.86897(W) AD(       ) 2
 ME2783  NAD 83(1997)-  41 51 34.29745(N)    087 42 04.88025(W) AD(       ) 2
 ME2783  NAD 83(1986)-  41 51 34.29814(N)    087 42 04.87960(W) AD(       ) 2
 ME2783  NAD 27      -  41 51 34.18042(N)    087 42 04.68381(W) AD(       ) 2
 ME2783  NGVD 29 (07/19/86)  180.6    (m)          593.     (f) VERT ANG       
 ME2783
 ME2783.Superseded values are not recommended for survey control.
 ME2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2783.See file dsdata.txt to determine how the superseded data were derived.
 ME2783
 ME2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4178834418(NAD 83)
 ME2783_MARKER: DD = SURVEY DISK
 ME2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2783+STABILITY: SURFACE MOTION
 ME2783
 ME2783  HISTORY     - Date     Condition        Report By
 ME2783  HISTORY     - 1977     MONUMENTED       IL1670
 ME2783
 ME2783                          STATION DESCRIPTION
 ME2783
 ME2783'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2783'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO AT
 ME2783'THE NORTHEAST CORNER OF SOUTH SACRAMENTO DRIVE AND WEST OGDEN
 ME2783'AVENUE. ADDRESS IS APPROXIMATELY 3042 WEST OGDEN AVENUE.
 ME2783'
 ME2783'STATION MARKS, BRONZE SURFACE DISK STAMPED---028 1977---AND
 ME2783'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2783'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2783'
 ME2783'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2783'MARK. THE STATION IS 81.4 FEET EAST OF THE WEST LINE OF SOUTH
 ME2783'SACRAMENTO DRIVE AND 10.9 FEET SOUTH OF THE NORTH LINE OF WEST
 ME2783'OGDEN AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2776 ***********************************************************************
 ME2776  DESIGNATION -  029 COC
 ME2776  PID         -  ME2776
 ME2776  STATE/COUNTY-  IL/COOK
 ME2776  USGS QUAD   -  ENGLEWOOD (1997)
 ME2776
 ME2776                         *CURRENT SURVEY CONTROL
 ME2776  ___________________________________________________________________
 ME2776* NAD 83(1997)-  41 52 29.88625(N)    087 40 24.85261(W)     ADJUSTED  
 ME2776* NAVD 88     -       181.0    (meters)     594.     (feet)  VERTCON   
 ME2776  ___________________________________________________________________
 ME2776  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 ME2776  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2776
 ME2776  HORZ ORDER  -  SECOND
 ME2776
 ME2776.The horizontal coordinates were established by classical geodetic methods
 ME2776.and adjusted by the National Geodetic Survey in October 1999..
 ME2776
 ME2776.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2776
 ME2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2776
 ME2776.The geoid height was determined by GEOID03.
 ME2776
 ME2776;                    North         East     Units Scale Factor Converg.
 ME2776;SPC IL E     -   578,425.925   354,767.520   MT  1.00001189   +0 26 25.5
 ME2776;SPC IL E     - 1,897,719.06  1,163,933.11   sFT  1.00001189   +0 26 25.5
 ME2776;UTM  16      - 4,636,113.568   444,107.311   MT  0.99963844   -0 26 58.6
 ME2776
 ME2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2776!SPC IL E     -   0.99997687  x   1.00001189  =   0.99998876
 ME2776!UTM  16      -   0.99997687  x   0.99963844  =   0.99961532
 ME2776
 ME2776|---------------------------------------------------------------------|
 ME2776| PID    Reference Object                     Distance      Geod. Az  |
 ME2776|                                                           dddmmss.s |
 ME2776| ME2775 029 COC TPT                           5.562 METERS 01344     |
 ME2776| ME2739 COOK                                349.352 METERS 19344     |
 ME2776| ME2777 030 COC                             262.725 METERS 23828     |
 ME2776|---------------------------------------------------------------------|
 ME2776
 ME2776                          SUPERSEDED SURVEY CONTROL
 ME2776
 ME2776  NAD 83(1997)-  41 52 29.88643(N)    087 40 24.85303(W) AD(       ) 2
 ME2776  NAD 83(1997)-  41 52 29.89011(N)    087 40 24.86470(W) AD(       ) 2
 ME2776  NAD 83(1986)-  41 52 29.89092(N)    087 40 24.86396(W) AD(       ) 2
 ME2776  NAD 27      -  41 52 29.77221(N)    087 40 24.67016(W) AD(       ) 2
 ME2776  NGVD 29 (07/19/86)  181.1    (m)          594.     (f) VERT ANG       
 ME2776
 ME2776.Superseded values are not recommended for survey control.
 ME2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2776.See file dsdata.txt to determine how the superseded data were derived.
 ME2776
 ME2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4410736114(NAD 83)
 ME2776_MARKER: DD = SURVEY DISK
 ME2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2776+STABILITY: SURFACE MOTION
 ME2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2776+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 ME2776
 ME2776  HISTORY     - Date     Condition        Report By
 ME2776  HISTORY     - 1977     MONUMENTED       IL1670
 ME2776  HISTORY     - 19980303 GOOD             PATRIC
 ME2776
 ME2776                          STATION DESCRIPTION
 ME2776
 ME2776'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2776'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO AT
 ME2776'THE SOUTHEAST CORNER OF WEST CONGRESS PARKWAY AND WEST OGDEN
 ME2776'AVENUE. ADDRESS IS 1885 WEST OGDEN AVENUE.
 ME2776'
 ME2776'STATION MARKS, BRONZE SURFACE DISK STAMPED---029 1977---AND
 ME2776'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2776'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2776'
 ME2776'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2776'MARK. THE STATION IS 1.3 FEET SOUTH OF THE SOUTH LINE OF WEST
 ME2776'CONGRESS PARKWAY AND 1.5 FEET EAST OF THE EAST LINE OF WEST
 ME2776'OGDEN AVENUE.
 ME2776
 ME2776                          STATION RECOVERY (1998)
 ME2776
 ME2776'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1998 (SL)
 ME2776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2777 ***********************************************************************
 ME2777  DESIGNATION -  030 COC
 ME2777  PID         -  ME2777
 ME2777  STATE/COUNTY-  IL/COOK
 ME2777  USGS QUAD   -  ENGLEWOOD (1997)
 ME2777
 ME2777                         *CURRENT SURVEY CONTROL
 ME2777  ___________________________________________________________________
 ME2777* NAD 83(1997)-  41 52 25.43230(N)    087 40 34.56328(W)     ADJUSTED  
 ME2777* NAVD 88     -       180.8    (meters)     593.     (feet)  VERTCON   
 ME2777  ___________________________________________________________________
 ME2777  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 ME2777  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2777
 ME2777  HORZ ORDER  -  SECOND
 ME2777
 ME2777.The horizontal coordinates were established by classical geodetic methods
 ME2777.and adjusted by the National Geodetic Survey in October 1999..
 ME2777
 ME2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2777
 ME2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2777
 ME2777.The geoid height was determined by GEOID03.
 ME2777
 ME2777;                    North         East     Units Scale Factor Converg.
 ME2777;SPC IL E     -   578,286.792   354,544.657   MT  1.00001160   +0 26 18.9
 ME2777;SPC IL E     - 1,897,262.58  1,163,201.93   sFT  1.00001160   +0 26 18.9
 ME2777;UTM  16      - 4,635,977.964   443,882.397   MT  0.99963875   -0 27 05.1
 ME2777
 ME2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2777!SPC IL E     -   0.99997690  x   1.00001160  =   0.99998850
 ME2777!UTM  16      -   0.99997690  x   0.99963875  =   0.99961566
 ME2777
 ME2777|---------------------------------------------------------------------|
 ME2777| PID    Reference Object                     Distance      Geod. Az  |
 ME2777|                                                           dddmmss.s |
 ME2777| ME2739 COOK                                246.308 METERS 14505     |
 ME2777| ME2740 031 COC                             APPROX. 0.8 KM 1784259.3 |
 ME2777|---------------------------------------------------------------------|
 ME2777
 ME2777                          SUPERSEDED SURVEY CONTROL
 ME2777
 ME2777  NAD 83(1997)-  41 52 25.43248(N)    087 40 34.56370(W) AD(       ) 2
 ME2777  NAD 83(1997)-  41 52 25.43612(N)    087 40 34.57533(W) AD(       ) 2
 ME2777  NAD 83(1986)-  41 52 25.43689(N)    087 40 34.57468(W) AD(       ) 2
 ME2777  NAD 27      -  41 52 25.31832(N)    087 40 34.38076(W) AD(       ) 2
 ME2777  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG       
 ME2777
 ME2777.Superseded values are not recommended for survey control.
 ME2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2777.See file dsdata.txt to determine how the superseded data were derived.
 ME2777
 ME2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4388235978(NAD 83)
 ME2777_MARKER: DD = SURVEY DISK
 ME2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2777+STABILITY: SURFACE MOTION
 ME2777
 ME2777  HISTORY     - Date     Condition        Report By
 ME2777  HISTORY     - 1977     MONUMENTED       IL1670
 ME2777  HISTORY     - 19980303 MARK NOT FOUND   PATRIC
 ME2777
 ME2777                          STATION DESCRIPTION
 ME2777
 ME2777'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2777'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO AT
 ME2777'THE MEDIAN OF SOUTH DAMEN AVENUE, SOUTH OF WEST HARRISON
 ME2777'STREET. ADDRESS IS 603 SOUTH DAMEN AVENUE.
 ME2777'
 ME2777'STATION MARKS, BRONZE SURFACE DISK STAMPED---030 1977---AND
 ME2777'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2777'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2777'
 ME2777'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2777'MARK. THE STATION IS 80.0 FEET SOUTH OF THE SOUTH LINE OF WEST
 ME2777'HARRISON STREET AND 76.8 FEET WEST OF THE EAST LINE OF SOUTH
 ME2777'DAMEN AVENUE.
 ME2777
 ME2777                          STATION RECOVERY (1998)
 ME2777
 ME2777'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1998 (SL)
 ME2777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2761 ***********************************************************************
 ME2761  DESIGNATION -  032 COC
 ME2761  PID         -  ME2761
 ME2761  STATE/COUNTY-  IL/COOK
 ME2761  USGS QUAD   -  ENGLEWOOD (1997)
 ME2761
 ME2761                         *CURRENT SURVEY CONTROL
 ME2761  ___________________________________________________________________
 ME2761* NAD 83(1997)-  41 49 57.50428(N)    087 43 27.72466(W)     ADJUSTED  
 ME2761* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 ME2761  ___________________________________________________________________
 ME2761  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ME2761  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2761
 ME2761  HORZ ORDER  -  SECOND
 ME2761
 ME2761.The horizontal coordinates were established by classical geodetic methods
 ME2761.and adjusted by the National Geodetic Survey in October 1999..
 ME2761
 ME2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2761
 ME2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2761
 ME2761.The geoid height was determined by GEOID03.
 ME2761
 ME2761;                    North         East     Units Scale Factor Converg.
 ME2761;SPC IL E     -   573,693.421   350,584.074   MT  1.00000647   +0 24 22.2
 ME2761;SPC IL E     - 1,882,192.50  1,150,207.92   sFT  1.00000647   +0 24 22.2
 ME2761;UTM  16      - 4,631,448.308   439,852.452   MT  0.99964452   -0 28 59.3
 ME2761
 ME2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2761!SPC IL E     -   0.99997687  x   1.00000647  =   0.99998334
 ME2761!UTM  16      -   0.99997687  x   0.99964452  =   0.99962140
 ME2761
 ME2761:                Primary Azimuth Mark                     Grid Az
 ME2761:SPC IL E     -  STD 86 COC                               000 38 00.0
 ME2761:UTM  16      -  STD 86 COC                               001 31 21.5
 ME2761
 ME2761|---------------------------------------------------------------------|
 ME2761| PID    Reference Object                     Distance      Geod. Az  |
 ME2761|                                                           dddmmss.s |
 ME2761| ME2760 STD 86 COC                          483.498 METERS 0010222.2 |
 ME2761|---------------------------------------------------------------------|
 ME2761
 ME2761                          SUPERSEDED SURVEY CONTROL
 ME2761
 ME2761  NAD 83(1997)-  41 49 57.50442(N)    087 43 27.72505(W) AD(       ) 2
 ME2761  NAD 83(1997)-  41 49 57.50764(N)    087 43 27.73567(W) AD(       ) 2
 ME2761  NAD 83(1986)-  41 49 57.50832(N)    087 43 27.73511(W) AD(       ) 2
 ME2761  NAD 27      -  41 49 57.39125(N)    087 43 27.53858(W) AD(       ) 2
 ME2761  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 ME2761
 ME2761.Superseded values are not recommended for survey control.
 ME2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2761.See file dsdata.txt to determine how the superseded data were derived.
 ME2761
 ME2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3985231448(NAD 83)
 ME2761_MARKER: DD = SURVEY DISK
 ME2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2761+STABILITY: SURFACE MOTION
 ME2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2761+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 ME2761
 ME2761  HISTORY     - Date     Condition        Report By
 ME2761  HISTORY     - 1977     MONUMENTED       IL1670
 ME2761  HISTORY     - 20021231 GOOD             PATRIC
 ME2761
 ME2761                          STATION DESCRIPTION
 ME2761
 ME2761'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2761'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO AT
 ME2761'THE WEST SIDE OF SOUTH PULASKI ROAD SOUTH OF WEST 33RD STREET.
 ME2761'ADDRESS IS 3356 SOUTH PULASKI ROAD.
 ME2761'
 ME2761'STATION MARKS, BRONZE SURFACE DISK STAMPED---032 1977---AND
 ME2761'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2761'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2761'
 ME2761'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2761'MARK. THE STATION IS 1.47 FEET EAST OF THE WEST LINE OF SOUTH
 ME2761'PULASKI ROAD AND 251.4 FEET SOUTH OF THE NORTH LINE OF WEST
 ME2761'33RD STREET.
 ME2761
 ME2761                          STATION RECOVERY (2002)
 ME2761
 ME2761'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2002 (DJT)
 ME2761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2730 ***********************************************************************
 ME2730  DESIGNATION -  033 COC
 ME2730  PID         -  ME2730
 ME2730  STATE/COUNTY-  IL/COOK
 ME2730  USGS QUAD   -  ENGLEWOOD (1997)
 ME2730
 ME2730                         *CURRENT SURVEY CONTROL
 ME2730  ___________________________________________________________________
 ME2730* NAD 83(1997)-  41 50 37.52302(N)    087 39 14.22393(W)     ADJUSTED  
 ME2730* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 ME2730  ___________________________________________________________________
 ME2730  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ME2730  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2730
 ME2730  HORZ ORDER  -  SECOND
 ME2730
 ME2730.The horizontal coordinates were established by classical geodetic methods
 ME2730.and adjusted by the National Geodetic Survey in October 1999..
 ME2730
 ME2730.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2730
 ME2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2730
 ME2730.The geoid height was determined by GEOID03.
 ME2730
 ME2730;                    North         East     Units Scale Factor Converg.
 ME2730;SPC IL E     -   574,971.954   356,423.557   MT  1.00001416   +0 27 11.6
 ME2730;SPC IL E     - 1,886,387.15  1,169,366.29   sFT  1.00001416   +0 27 11.6
 ME2730;UTM  16      - 4,632,635.605   445,708.910   MT  0.99963627   -0 26 10.5
 ME2730
 ME2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2730!SPC IL E     -   0.99997688  x   1.00001416  =   0.99999104
 ME2730!UTM  16      -   0.99997688  x   0.99963627  =   0.99961316
 ME2730
 ME2730:                Primary Azimuth Mark                     Grid Az
 ME2730:SPC IL E     -  MCGUANE                                  118 34 38.6
 ME2730:UTM  16      -  MCGUANE                                  119 28 00.7
 ME2730
 ME2730|---------------------------------------------------------------------|
 ME2730| PID    Reference Object                     Distance      Geod. Az  |
 ME2730|                                                           dddmmss.s |
 ME2730| ME2728 MCGUANE                             APPROX. 0.6 KM 1190150.2 |
 ME2730| ME2735 034 COC                             276.450 METERS 23810     |
 ME2730| ME2731 033 COC TPT                          15.843 METERS 29903     |
 ME2730|---------------------------------------------------------------------|
 ME2730
 ME2730                          SUPERSEDED SURVEY CONTROL
 ME2730
 ME2730  NAD 83(1997)-  41 50 37.52321(N)    087 39 14.22431(W) AD(       ) 2
 ME2730  NAD 83(1997)-  41 50 37.52720(N)    087 39 14.23534(W) AD(       ) 2
 ME2730  NAD 83(1986)-  41 50 37.52778(N)    087 39 14.23460(W) AD(       ) 2
 ME2730  NAD 27      -  41 50 37.40734(N)    087 39 14.04647(W) AD(       ) 2
 ME2730  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 ME2730
 ME2730.Superseded values are not recommended for survey control.
 ME2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2730.See file dsdata.txt to determine how the superseded data were derived.
 ME2730
 ME2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4570932636(NAD 83)
 ME2730_MARKER: DD = SURVEY DISK
 ME2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2730+STABILITY: SURFACE MOTION
 ME2730
 ME2730  HISTORY     - Date     Condition        Report By
 ME2730  HISTORY     - 1977     MONUMENTED       IL1670
 ME2730
 ME2730                          STATION DESCRIPTION
 ME2730
 ME2730'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2730'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO AT
 ME2730'THE NORTHEAST CORNER OF THE INTERSECTION OF SOUTH THROOP STREET
 ME2730'AND SOUTH ARCHER AVENUE. ADDRESS IS 2760 SOUTH ARCHER AVENUE.
 ME2730'
 ME2730'STATION MARKS, BRONZE SURFACE DISK STAMPED---033 1977---AND
 ME2730'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2730'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2730'
 ME2730'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2730'MARK. THE STATION IS 58.95 FEET EAST OF THE EAST LINE OF SOUTH
 ME2730'THROOP STREET AND 14.63 FEET NORTH OF THE NORTH LINE OF SOUTH
 ME2730'ARCHER AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2735 ***********************************************************************
 ME2735  DESIGNATION -  034 COC
 ME2735  PID         -  ME2735
 ME2735  STATE/COUNTY-  IL/COOK
 ME2735  USGS QUAD   -  ENGLEWOOD (1997)
 ME2735
 ME2735                         *CURRENT SURVEY CONTROL
 ME2735  ___________________________________________________________________
 ME2735* NAD 83(1997)-  41 50 32.79634(N)    087 39 24.40390(W)     ADJUSTED  
 ME2735* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 ME2735  ___________________________________________________________________
 ME2735  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 ME2735  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2735
 ME2735  HORZ ORDER  -  SECOND
 ME2735
 ME2735.The horizontal coordinates were established by classical geodetic methods
 ME2735.and adjusted by the National Geodetic Survey in October 1999..
 ME2735
 ME2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2735
 ME2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2735
 ME2735.The geoid height was determined by GEOID03.
 ME2735
 ME2735;                    North         East     Units Scale Factor Converg.
 ME2735;SPC IL E     -   574,824.271   356,189.855   MT  1.00001384   +0 27 04.8
 ME2735;SPC IL E     - 1,885,902.63  1,168,599.55   sFT  1.00001384   +0 27 04.8
 ME2735;UTM  16      - 4,632,491.622   445,473.033   MT  0.99963659   -0 26 17.3
 ME2735
 ME2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2735!SPC IL E     -   0.99997688  x   1.00001384  =   0.99999072
 ME2735!UTM  16      -   0.99997688  x   0.99963659  =   0.99961348
 ME2735
 ME2735                          SUPERSEDED SURVEY CONTROL
 ME2735
 ME2735  NAD 83(1997)-  41 50 32.79652(N)    087 39 24.40428(W) AD(       ) 2
 ME2735  NAD 83(1997)-  41 50 32.80048(N)    087 39 24.41528(W) AD(       ) 2
 ME2735  NAD 83(1986)-  41 50 32.80106(N)    087 39 24.41454(W) AD(       ) 2
 ME2735  NAD 27      -  41 50 32.68073(N)    087 39 24.22621(W) AD(       ) 2
 ME2735  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 ME2735
 ME2735.Superseded values are not recommended for survey control.
 ME2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2735.See file dsdata.txt to determine how the superseded data were derived.
 ME2735
 ME2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4547332492(NAD 83)
 ME2735_MARKER: DD = SURVEY DISK
 ME2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2735+STABILITY: SURFACE MOTION
 ME2735
 ME2735  HISTORY     - Date     Condition        Report By
 ME2735  HISTORY     - 1977     MONUMENTED       IL1670
 ME2735
 ME2735                          STATION DESCRIPTION
 ME2735
 ME2735'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2735'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO AT
 ME2735'THE NORTHWEST CORNER OF SOUTH COTTAGE GROVE AVENUE AND EAST
 ME2735'31ST STREET. ADDRESS IS 490 EAST 31ST STREET.
 ME2735'
 ME2735'STATION MARKS, BRONZE SURFACE DISK STAMPED---035 1977---AND
 ME2735'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2735'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2735'
 ME2735'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2735'MARK. THE STATION IS 0.2 FEET WEST OF THE WEST LINE OF SOUTH
 ME2735'COTTAGE GROVE AVENUE AND 17.4 FEET NORTH OF THE NORTH LINE OF
 ME2735'EAST 31ST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2684 ***********************************************************************
 ME2684  DESIGNATION -  035 COC
 ME2684  PID         -  ME2684
 ME2684  STATE/COUNTY-  IL/COOK
 ME2684  USGS QUAD   -  JACKSON PARK (1993)
 ME2684
 ME2684                         *CURRENT SURVEY CONTROL
 ME2684  ___________________________________________________________________
 ME2684* NAD 83(1997)-  41 50 19.00453(N)    087 36 49.15236(W)     ADJUSTED  
 ME2684* NAVD 88     -       182.9    (meters)     600.     (feet)  VERTCON   
 ME2684  ___________________________________________________________________
 ME2684  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ME2684  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2684
 ME2684  HORZ ORDER  -  SECOND
 ME2684
 ME2684.The horizontal coordinates were established by classical geodetic methods
 ME2684.and adjusted by the National Geodetic Survey in October 1999..
 ME2684
 ME2684.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2684
 ME2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2684
 ME2684.The geoid height was determined by GEOID03.
 ME2684
 ME2684;                    North         East     Units Scale Factor Converg.
 ME2684;SPC IL E     -   574,427.875   359,775.135   MT  1.00001895   +0 28 48.2
 ME2684;SPC IL E     - 1,884,602.12  1,180,362.26   sFT  1.00001895   +0 28 48.2
 ME2684;UTM  16      - 4,632,039.793   449,050.360   MT  0.99963194   -0 24 33.6
 ME2684
 ME2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2684!SPC IL E     -   0.99997657  x   1.00001895  =   0.99999552
 ME2684!UTM  16      -   0.99997657  x   0.99963194  =   0.99960852
 ME2684
 ME2684|---------------------------------------------------------------------|
 ME2684| PID    Reference Object                     Distance      Geod. Az  |
 ME2684|                                                           dddmmss.s |
 ME2684| ME3245 C 14                                237.583 METERS 08934     |
 ME2684| ME2683 STD 482 COC                          93.037 METERS 17503     |
 ME2684| ME2685 MEADOWS                             209.313 METERS 18905     |
 ME2684| ME2686 CHICAGO RED LIGHT ATOP MEADOWS      210.842 METERS 19436     |
 ME2684| ME2723 036 COC                             APPROX. 1.1 KM 2690222.5 |
 ME2684|---------------------------------------------------------------------|
 ME2684
 ME2684                          SUPERSEDED SURVEY CONTROL
 ME2684
 ME2684  NAD 83(1997)-  41 50 19.00474(N)    087 36 49.15272(W) AD(       ) 2
 ME2684  NAD 83(1997)-  41 50 19.00921(N)    087 36 49.16368(W) AD(       ) 2
 ME2684  NAD 83(1986)-  41 50 19.00998(N)    087 36 49.16287(W) AD(       ) 2
 ME2684  NAD 27      -  41 50 18.88701(N)    087 36 48.98091(W) AD(       ) 2
 ME2684  NGVD 29 (07/19/86)  183.0    (m)          600.     (f) VERT ANG       
 ME2684
 ME2684.Superseded values are not recommended for survey control.
 ME2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2684.See file dsdata.txt to determine how the superseded data were derived.
 ME2684
 ME2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4905032040(NAD 83)
 ME2684_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ME2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2684_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2684+STABILITY: SURFACE MOTION
 ME2684
 ME2684  HISTORY     - Date     Condition        Report By
 ME2684  HISTORY     - UNK      MONUMENTED
 ME2684  HISTORY     - 1983     GOOD             IL1670
 ME2684
 ME2684                          STATION DESCRIPTION
 ME2684
 ME2684'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME2684'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME2684'NO CHANGES WERE NOTED FROM THE 1977 DESCRIPTIVE TEXT.
 ME2684'
 ME2684'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2723 ***********************************************************************
 ME2723  DESIGNATION -  036 COC
 ME2723  PID         -  ME2723
 ME2723  STATE/COUNTY-  IL/COOK
 ME2723  USGS QUAD   -  ENGLEWOOD (1997)
 ME2723
 ME2723                         *CURRENT SURVEY CONTROL
 ME2723  ___________________________________________________________________
 ME2723* NAD 83(1997)-  41 50 18.40534(N)    087 37 36.72937(W)     ADJUSTED  
 ME2723* NAVD 88     -       180.6    (meters)     593.     (feet)  VERTCON   
 ME2723  ___________________________________________________________________
 ME2723  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 ME2723  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2723
 ME2723  HORZ ORDER  -  SECOND
 ME2723
 ME2723.The horizontal coordinates were established by classical geodetic methods
 ME2723.and adjusted by the National Geodetic Survey in October 1999..
 ME2723
 ME2723.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2723
 ME2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2723
 ME2723.The geoid height was determined by GEOID03.
 ME2723
 ME2723;                    North         East     Units Scale Factor Converg.
 ME2723;SPC IL E     -   574,400.276   358,677.601   MT  1.00001735   +0 28 16.5
 ME2723;SPC IL E     - 1,884,511.57  1,176,761.43   sFT  1.00001735   +0 28 16.5
 ME2723;UTM  16      - 4,632,029.237   447,952.953   MT  0.99963333   -0 25 05.3
 ME2723
 ME2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2723!SPC IL E     -   0.99997693  x   1.00001735  =   0.99999428
 ME2723!UTM  16      -   0.99997693  x   0.99963333  =   0.99961026
 ME2723
 ME2723|---------------------------------------------------------------------|
 ME2723| PID    Reference Object                     Distance      Geod. Az  |
 ME2723|                                                           dddmmss.s |
 ME2723| ME2720 CHICAGO ST JAMES CH SPIRE           303.252 METERS 02343     |
 ME2723| ME2684 035 COC                             APPROX. 1.1 KM 0890150.7 |
 ME2723| ME2686 CHICAGO RED LIGHT ATOP MEADOWS      APPROX. 1.1 KM 1000405.4 |
 ME2723|---------------------------------------------------------------------|
 ME2723
 ME2723                          SUPERSEDED SURVEY CONTROL
 ME2723
 ME2723  NAD 83(1997)-  41 50 18.40554(N)    087 37 36.72973(W) AD(       ) 2
 ME2723  NAD 83(1997)-  41 50 18.40986(N)    087 37 36.74069(W) AD(       ) 2
 ME2723  NAD 83(1986)-  41 50 18.41039(N)    087 37 36.74009(W) AD(       ) 2
 ME2723  NAD 27      -  41 50 18.28839(N)    087 37 36.55636(W) AD(       ) 2
 ME2723  NGVD 29 (07/19/86)  180.7    (m)          593.     (f) VERT ANG       
 ME2723
 ME2723.Superseded values are not recommended for survey control.
 ME2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2723.See file dsdata.txt to determine how the superseded data were derived.
 ME2723
 ME2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4795332029(NAD 83)
 ME2723_MARKER: DD = SURVEY DISK
 ME2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2723_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2723+STABILITY: SURFACE MOTION
 ME2723
 ME2723  HISTORY     - Date     Condition        Report By
 ME2723  HISTORY     - 1977     MONUMENTED       IL1670
 ME2723  HISTORY     - 1983     GOOD             IL1670
 ME2723
 ME2723                          STATION DESCRIPTION
 ME2723
 ME2723'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2723'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO AT
 ME2723'THE NORTHWEST CORNER OF THE INTERSECTION OF SOUTH STATE STREET
 ME2723'AND WEST 31ST STREET. ADDRESS IS 3034 SOUTH STATE STREET.
 ME2723'
 ME2723'STATION MARKS, BRONZE SURFACE DISK STAMPED---036 1977---AND
 ME2723'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2723'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2723'
 ME2723'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2723'MARK. THE STATION IS 88.15 FEET NORTH OF THE SOUTH LINE OF WEST
 ME2723'31ST STREET AND 13.0 FEET EAST OF THE WEST LINE OF SOUTH STATE
 ME2723'STREET.
 ME2723
 ME2723                          STATION RECOVERY (1983)
 ME2723
 ME2723'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME2723'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME2723'NO CHANGES WERE NOTED FROM THE 1977 DESCRIPTIVE TEXT.
 ME2723'
 ME2723'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2696 ***********************************************************************
 ME2696  DESIGNATION -  037 COC
 ME2696  PID         -  ME2696
 ME2696  STATE/COUNTY-  IL/COOK
 ME2696  USGS QUAD   -  JACKSON PARK (1993)
 ME2696
 ME2696                         *CURRENT SURVEY CONTROL
 ME2696  ___________________________________________________________________
 ME2696* NAD 83(1997)-  41 47 16.01657(N)    087 35 12.39088(W)     ADJUSTED  
 ME2696* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 ME2696  ___________________________________________________________________
 ME2696  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 ME2696  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2696
 ME2696  HORZ ORDER  -  SECOND
 ME2696
 ME2696.The horizontal coordinates were established by classical geodetic methods
 ME2696.and adjusted by the National Geodetic Survey in October 1999..
 ME2696
 ME2696.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2696
 ME2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2696
 ME2696.The geoid height was determined by GEOID03.
 ME2696
 ME2696;                    North         East     Units Scale Factor Converg.
 ME2696;SPC IL E     -   568,801.348   362,056.643   MT  1.00002237   +0 29 51.0
 ME2696;SPC IL E     - 1,866,142.42  1,187,847.50   sFT  1.00002237   +0 29 51.0
 ME2696;UTM  16      - 4,626,380.754   451,243.444   MT  0.99962925   -0 23 27.7
 ME2696
 ME2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2696!SPC IL E     -   0.99997719  x   1.00002237  =   0.99999956
 ME2696!UTM  16      -   0.99997719  x   0.99962925  =   0.99960645
 ME2696
 ME2696:                Primary Azimuth Mark                     Grid Az
 ME2696:SPC IL E     -  STD 23 COC                               001 27 29.8
 ME2696:UTM  16      -  STD 23 COC                               002 20 48.5
 ME2696
 ME2696|---------------------------------------------------------------------|
 ME2696| PID    Reference Object                     Distance      Geod. Az  |
 ME2696|                                                           dddmmss.s |
 ME2696| ME2675 STD 23 COC                          APPROX. 0.6 KM 0015720.8 |
 ME2696| ME2695 037 COC TPT                           6.971 METERS 00436     |
 ME2696| ME2673 038 COC                             265.775 METERS 08246     |
 ME2696|---------------------------------------------------------------------|
 ME2696
 ME2696                          SUPERSEDED SURVEY CONTROL
 ME2696
 ME2696  NAD 83(1997)-  41 47 16.01678(N)    087 35 12.39116(W) AD(       ) 2
 ME2696  NAD 83(1997)-  41 47 16.02162(N)    087 35 12.40119(W) AD(       ) 2
 ME2696  NAD 83(1986)-  41 47 16.02200(N)    087 35 12.40049(W) AD(       ) 2
 ME2696  NAD 27      -  41 47 15.89674(N)    087 35 12.22724(W) AD(       ) 2
 ME2696  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 ME2696
 ME2696.Superseded values are not recommended for survey control.
 ME2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2696.See file dsdata.txt to determine how the superseded data were derived.
 ME2696
 ME2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5124326381(NAD 83)
 ME2696_MARKER: DD = SURVEY DISK
 ME2696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2696+STABILITY: SURFACE MOTION
 ME2696
 ME2696  HISTORY     - Date     Condition        Report By
 ME2696  HISTORY     - 1977     MONUMENTED       IL1670
 ME2696
 ME2696                          STATION DESCRIPTION
 ME2696
 ME2696'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2696'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO ON
 ME2696'THE WEST SIDE OF SOUTH STONY ISLAND AVENUE MIDWAY BETWEEN EAST
 ME2696'59TH STREET AND MIDWAY PLAISANCE DRIVE. ADDRESS IS
 ME2696'APPROXIMATELY 5950 SOUTH STONY ISLAND AVENUE.
 ME2696'
 ME2696'STATION MARKS, BRONZE SURFACE DISK STAMPED---037 1977---AND
 ME2696'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2696'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2696'
 ME2696'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2696'MARK. THE STATION IS 0.75 FEET WEST OF THE WEST LINE OF SOUTH
 ME2696'STONY ISLAND AVENUE AND 74.4 FEET SOUTH OF THE NORTH LINE OF
 ME2696'OF EAST 59TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9260 ***********************************************************************
 AF9260  CBN         -  This is a Cooperative Base Network Control Station.
 AF9260  DESIGNATION -  039 9527
 AF9260  PID         -  AF9260
 AF9260  STATE/COUNTY-  IL/JACKSON
 AF9260  USGS QUAD   -  POMONA (1996)
 AF9260
 AF9260                         *CURRENT SURVEY CONTROL
 AF9260  ___________________________________________________________________
 AF9260* NAD 83(1997)-  37 43 45.03073(N)    089 15 13.55351(W)     ADJUSTED  
 AF9260* NAVD 88     -       126.4    (meters)     415.     (feet)  GPS OBS   
 AF9260  ___________________________________________________________________
 AF9260  X           -      65,783.118 (meters)                     COMP
 AF9260  Y           -  -5,050,528.589 (meters)                     COMP
 AF9260  Z           -   3,881,772.355 (meters)                     COMP
 AF9260  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AF9260  ELLIP HEIGHT-          97.34  (meters)          (10/15/04) GPS OBS
 AF9260  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AF9260
 AF9260  HORZ ORDER  -  B
 AF9260  ELLP ORDER  -  FOURTH    CLASS II
 AF9260
 AF9260.The horizontal coordinates were established by GPS observations
 AF9260.and adjusted by the National Geodetic Survey in July 1998..
 AF9260
 AF9260.The orthometric height was determined by GPS observations and a
 AF9260.high-resolution geoid model.
 AF9260
 AF9260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9260
 AF9260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9260
 AF9260.The ellipsoidal height was determined by GPS observations
 AF9260.and is referenced to NAD 83.
 AF9260
 AF9260.The geoid height was determined by GEOID03.
 AF9260
 AF9260;                    North         East     Units Scale Factor Converg.
 AF9260;SPC IL W     -   118,304.031   780,472.519   MT  1.00002091   +0 33 31.2
 AF9260;SPC IL W     -   388,135.81  2,560,600.26   sFT  1.00002091   +0 33 31.2
 AF9260;UTM  16      - 4,178,158.210   301,387.003   MT  1.00008589   -1 22 46.5
 AF9260
 AF9260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9260!SPC IL W     -   0.99998473  x   1.00002091  =   1.00000564
 AF9260!UTM  16      -   0.99998473  x   1.00008589  =   1.00007061
 AF9260
 AF9260                          SUPERSEDED SURVEY CONTROL
 AF9260
 AF9260  ELLIP H (07/17/98)   97.34   (m)                       GP(       ) 4 1
 AF9260
 AF9260.Superseded values are not recommended for survey control.
 AF9260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9260.See file dsdata.txt to determine how the superseded data were derived.
 AF9260
 AF9260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0138778158(NAD 83)
 AF9260_MARKER: A = ALUMINUM MARKER
 AF9260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9260_STAMPING: 039-9527 1994
 AF9260_MARK LOGO: ILDT  
 AF9260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9260+STABILITY: SURFACE MOTION
 AF9260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9260+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1998
 AF9260
 AF9260  HISTORY     - Date     Condition        Report By
 AF9260  HISTORY     - 1994     MONUMENTED       ILDT
 AF9260  HISTORY     - 19980909 GOOD             ILDT
 AF9260
 AF9260                          STATION DESCRIPTION
 AF9260
 AF9260'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1994 (DB)
 AF9260'THE STATION IS LOCATED AT CARBONDALE, IN THE PARKING LOT AT THE
 AF9260'ILLINOIS DEPARTMENT OF TRANSPORTATION DISTRICT 9 HEADQUARTERS
 AF9260'BUILDING, TO THE REAR OR SOUTH SIDE.  TO REACH FROM THE JUNCTION OF
 AF9260'U.S. HIGHWAY 51 AND STATE ROUTE 13 WESTBOUND IN CARBONDALE, GO WEST ON
 AF9260'ROUTE 13 FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF ROUTE 13 AND OLD
 AF9260'ROUTE 13, NEW ERA ROAD TO THE NORTH.  TURN LEFT, SOUTHWEST AND THEN
 AF9260'WEST, ON OLD ROUTE 13 FOR 0.5 MI (0.8 KM) TO THE WESTERNMOST ENTRANCE
 AF9260'TO THE IDOT BUILDING, TURN LEFT, SOUTH, AT THE ENTRANCE, PAST THE GAS
 AF9260'STATION, THROUGH THE GATE, AND PAST THE CARPOOL GARAGE. TURN LEFT AT
 AF9260'THE SOUTH END OF THE CARPOOL GARAGE AND PROCEED EAST FOR 64 M (210.0
 AF9260'FT) THEN SOUTH FOR 17 M (55.8 FT) TO THE STATION, AN ALUMINUM DISK SET
 AF9260'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE PARKING LOT SURFACE.  IT
 AF9260'IS 26.8 M (87.9 FT) NORTHEAST OF THE NORTHWEST CORNER OF A STORAGE
 AF9260'SHED WITH ROOF OVERHANG TO THE EAST, 21.6 M (70.9 FT) NORTH-NORTHWEST
 AF9260'OF THE NORTHEAST CORNER OF THE STORAGE SHED, AND 23.2 M (76.1 FT)
 AF9260'NORTHWEST OF THE NORTHEAST CORNER OF THE OVERHANG AREA.
 AF9260
 AF9260                          STATION RECOVERY (1998)
 AF9260
 AF9260'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (DB)
 AF9260'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2772 ***********************************************************************
 ME2772  DESIGNATION -  039 COC
 ME2772  PID         -  ME2772
 ME2772  STATE/COUNTY-  IL/COOK
 ME2772  USGS QUAD   -  ENGLEWOOD (1997)
 ME2772
 ME2772                         *CURRENT SURVEY CONTROL
 ME2772  ___________________________________________________________________
 ME2772* NAD 83(1997)-  41 46 39.65606(N)    087 39 29.16364(W)     ADJUSTED  
 ME2772* NAVD 88     -       181.3    (meters)     595.     (feet)  VERTCON   
 ME2772  ___________________________________________________________________
 ME2772  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 ME2772  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2772
 ME2772  HORZ ORDER  -  SECOND
 ME2772
 ME2772.The horizontal coordinates were established by classical geodetic methods
 ME2772.and adjusted by the National Geodetic Survey in October 1999..
 ME2772
 ME2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2772
 ME2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2772
 ME2772.The geoid height was determined by GEOID03.
 ME2772
 ME2772;                    North         East     Units Scale Factor Converg.
 ME2772;SPC IL E     -   567,630.531   356,136.560   MT  1.00001376   +0 26 59.6
 ME2772;SPC IL E     - 1,862,301.17  1,168,424.70   sFT  1.00001376   +0 26 59.6
 ME2772;UTM  16      - 4,625,302.287   445,308.205   MT  0.99963681   -0 26 18.5
 ME2772
 ME2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2772!SPC IL E     -   0.99997681  x   1.00001376  =   0.99999057
 ME2772!UTM  16      -   0.99997681  x   0.99963681  =   0.99961363
 ME2772
 ME2772|---------------------------------------------------------------------|
 ME2772| PID    Reference Object                     Distance      Geod. Az  |
 ME2772|                                                           dddmmss.s |
 ME2772| ME2771 039 COC TPT                           9.038 METERS 14615     |
 ME2772| ME2734 OGDEN                               424.804 METERS 1461507.4 |
 ME2772| ME2737 040 COC                             APPROX. 0.6 KM 1802045.8 |
 ME2772| ME2774 OGDEN AZ MK                          55.161 METERS 25758     |
 ME2772|---------------------------------------------------------------------|
 ME2772
 ME2772                          SUPERSEDED SURVEY CONTROL
 ME2772
 ME2772  NAD 83(1997)-  41 46 39.65621(N)    087 39 29.16395(W) AD(       ) 2
 ME2772  NAD 83(1997)-  41 46 39.66036(N)    087 39 29.17367(W) AD(       ) 2
 ME2772  NAD 83(1986)-  41 46 39.66083(N)    087 39 29.17314(W) AD(       ) 2
 ME2772  NAD 27      -  41 46 39.53950(N)    087 39 28.99114(W) AD(       ) 2
 ME2772  NGVD 29 (07/19/86)  181.4    (m)          595.     (f) VERT ANG       
 ME2772
 ME2772.Superseded values are not recommended for survey control.
 ME2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2772.See file dsdata.txt to determine how the superseded data were derived.
 ME2772
 ME2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4530825302(NAD 83)
 ME2772_MARKER: DD = SURVEY DISK
 ME2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2772+STABILITY: SURFACE MOTION
 ME2772
 ME2772  HISTORY     - Date     Condition        Report By
 ME2772  HISTORY     - 1977     MONUMENTED       IL1670
 ME2772
 ME2772                          STATION DESCRIPTION
 ME2772
 ME2772'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2772'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO ON
 ME2772'THE SOUTH SIDE OF WEST 64TH STREET AT THE CENTERLLINE OF SOUTH
 ME2772'ADA STREET. ADDRESS IS 1327 WEST 64TH STREET.
 ME2772'
 ME2772'STATION MARKS, BRONZE SURFACE DISK STAMPED---039 1977---AND
 ME2772'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2772'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2772'
 ME2772'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2772'MARK. THE STATION IS 15.5 FEET NORTH OF THE SOUTH LINE OF WEST
 ME2772'64TH STREET AND ON THE CENTERLINE OF SOUTH ADA STREET EXTENDED
 ME2772'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2737 ***********************************************************************
 ME2737  DESIGNATION -  040 COC
 ME2737  PID         -  ME2737
 ME2737  STATE/COUNTY-  IL/COOK
 ME2737  USGS QUAD   -  ENGLEWOOD (1997)
 ME2737
 ME2737                         *CURRENT SURVEY CONTROL
 ME2737  ___________________________________________________________________
 ME2737* NAD 83(1997)-  41 46 20.00307(N)    087 39 29.32220(W)     ADJUSTED  
 ME2737* NAVD 88     -       181.1    (meters)     594.     (feet)  VERTCON   
 ME2737  ___________________________________________________________________
 ME2737  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ME2737  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2737
 ME2737  HORZ ORDER  -  SECOND
 ME2737
 ME2737.The horizontal coordinates were established by classical geodetic methods
 ME2737.and adjusted by the National Geodetic Survey in October 1999..
 ME2737
 ME2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2737
 ME2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2737
 ME2737.The geoid height was determined by GEOID03.
 ME2737
 ME2737;                    North         East     Units Scale Factor Converg.
 ME2737;SPC IL E     -   567,024.169   356,137.659   MT  1.00001376   +0 26 59.3
 ME2737;SPC IL E     - 1,860,311.79  1,168,428.30   sFT  1.00001376   +0 26 59.3
 ME2737;UTM  16      - 4,624,696.209   445,299.906   MT  0.99963682   -0 26 18.4
 ME2737
 ME2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2737!SPC IL E     -   0.99997684  x   1.00001376  =   0.99999060
 ME2737!UTM  16      -   0.99997684  x   0.99963682  =   0.99961367
 ME2737
 ME2737:                Primary Azimuth Mark                     Grid Az
 ME2737:SPC IL E     -  039 COC                                  359 53 46.4
 ME2737:UTM  16      -  039 COC                                  000 47 04.1
 ME2737
 ME2737|---------------------------------------------------------------------|
 ME2737| PID    Reference Object                     Distance      Geod. Az  |
 ME2737|                                                           dddmmss.s |
 ME2737| ME2772 039 COC                             APPROX. 0.6 KM 0002045.7 |
 ME2737| ME2733 CHICAGO DEPT OF SAN S TWR           APPROX. 1.2 KM 0114908.3 |
 ME2737| ME2736 040 COC TPT                          16.969 METERS 04326     |
 ME2737| ME2734 OGDEN                               348.579 METERS 04326     |
 ME2737|---------------------------------------------------------------------|
 ME2737
 ME2737                          SUPERSEDED SURVEY CONTROL
 ME2737
 ME2737  NAD 83(1997)-  41 46 20.00322(N)    087 39 29.32250(W) AD(       ) 2
 ME2737  NAD 83(1997)-  41 46 20.00738(N)    087 39 29.33213(W) AD(       ) 2
 ME2737  NAD 83(1986)-  41 46 20.00783(N)    087 39 29.33158(W) AD(       ) 2
 ME2737  NAD 27      -  41 46 19.88629(N)    087 39 29.15007(W) AD(       ) 2
 ME2737  NGVD 29 (07/19/86)  181.2    (m)          594.     (f) VERT ANG       
 ME2737
 ME2737.Superseded values are not recommended for survey control.
 ME2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2737.See file dsdata.txt to determine how the superseded data were derived.
 ME2737
 ME2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4530024696(NAD 83)
 ME2737_MARKER: DD = SURVEY DISK
 ME2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2737+STABILITY: SURFACE MOTION
 ME2737
 ME2737  HISTORY     - Date     Condition        Report By
 ME2737  HISTORY     - 1977     MONUMENTED       IL1670
 ME2737
 ME2737                          STATION DESCRIPTION
 ME2737
 ME2737'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2737'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO AT
 ME2737'THE SOUTHWEST CORNER OF WEST MARQUETTE ROAD AND SOUTH ADA
 ME2737'STREET. ADDRESS IS 1335 WEST MARQUETTE ROAD.
 ME2737'
 ME2737'STATION MARKS, BRONZE SURFACE DISK STAMPED---040 1977---AND SET
 ME2737'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2737'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2737'
 ME2737'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2737'MARK. THE STATION IS 13.3 FEET NORTH OF THE SOUTH LINE OF WEST
 ME2737'MARQUETTE ROAD AND 20.5 FEET WEST OF THE WEST LINE OF SOUTH ADA
 ME2737'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2962 ***********************************************************************
 ME2962  DESIGNATION -  041 COC
 ME2962  PID         -  ME2962
 ME2962  STATE/COUNTY-  IL/COOK
 ME2962  USGS QUAD   -  BLUE ISLAND (1997)
 ME2962
 ME2962                         *CURRENT SURVEY CONTROL
 ME2962  ___________________________________________________________________
 ME2962* NAD 83(1997)-  41 44 43.54376(N)    087 38 07.77524(W)     ADJUSTED  
 ME2962* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 ME2962  ___________________________________________________________________
 ME2962  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ME2962  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2962
 ME2962  HORZ ORDER  -  SECOND
 ME2962
 ME2962.The horizontal coordinates were established by classical geodetic methods
 ME2962.and adjusted by the National Geodetic Survey in October 1999..
 ME2962
 ME2962.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2962
 ME2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2962
 ME2962.The geoid height was determined by GEOID03.
 ME2962
 ME2962;                    North         East     Units Scale Factor Converg.
 ME2962;SPC IL E     -   564,063.252   358,045.176   MT  1.00001644   +0 27 52.7
 ME2962;SPC IL E     - 1,850,597.52  1,174,686.55   sFT  1.00001644   +0 27 52.7
 ME2962;UTM  16      - 4,621,707.219   447,160.599   MT  0.99963436   -0 25 23.3
 ME2962
 ME2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2962!SPC IL E     -   0.99997687  x   1.00001644  =   0.99999331
 ME2962!UTM  16      -   0.99997687  x   0.99963436  =   0.99961124
 ME2962
 ME2962:                Primary Azimuth Mark                     Grid Az
 ME2962:SPC IL E     -  CHICAGO RAD STA KA 4106 MAST             001 31 18.9
 ME2962:UTM  16      -  CHICAGO RAD STA KA 4106 MAST             002 24 34.9
 ME2962
 ME2962|---------------------------------------------------------------------|
 ME2962| PID    Reference Object                     Distance      Geod. Az  |
 ME2962|                                                           dddmmss.s |
 ME2962| ME2712 CHICAGO RAD STA KA 4106 MAST        APPROX. 1.2 KM 0015911.6 |
 ME2962| ME2981 CHATHAM                             483.383 METERS 0920540.5 |
 ME2962|---------------------------------------------------------------------|
 ME2962
 ME2962                          SUPERSEDED SURVEY CONTROL
 ME2962
 ME2962  NAD 83(1997)-  41 44 43.54391(N)    087 38 07.77549(W) AD(       ) 2
 ME2962  NAD 83(1997)-  41 44 43.54834(N)    087 38 07.78470(W) AD(       ) 2
 ME2962  NAD 83(1986)-  41 44 43.54869(N)    087 38 07.78420(W) AD(       ) 2
 ME2962  NAD 27      -  41 44 43.42576(N)    087 38 07.60867(W) AD(       ) 2
 ME2962  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 ME2962
 ME2962.Superseded values are not recommended for survey control.
 ME2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2962.See file dsdata.txt to determine how the superseded data were derived.
 ME2962
 ME2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4716121707(NAD 83)
 ME2962_MARKER: DD = SURVEY DISK
 ME2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2962+STABILITY: SURFACE MOTION
 ME2962
 ME2962  HISTORY     - Date     Condition        Report By
 ME2962  HISTORY     - 1977     MONUMENTED       IL1670
 ME2962
 ME2962                          STATION DESCRIPTION
 ME2962
 ME2962'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2962'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME2962'AT THE NORTHEAST CORNER OF THE INTERSECTION OF SOUTH VINCENNES
 ME2962'AVENUE AND WEST 82ND STREET. ADDRESS IS 8159 SOUTH VINCENNES
 ME2962'AVENUE.
 ME2962'
 ME2962'STATION MARKS, BRONZE SURFACE DISK STAMPED---041 1977---AND SET
 ME2962'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2962'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2962'
 ME2962'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2962'MARK. THE STATION IS 3.95 FEET NORTH OF THE NORTH LINE OF WEST
 ME2962'82ND STREET AND 18.15 FEET WEST OF THE EAST LINE OF SOUTH
 ME2962'VINCENNES AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2973 ***********************************************************************
 ME2973  DESIGNATION -  042 COC
 ME2973  PID         -  ME2973
 ME2973  STATE/COUNTY-  IL/COOK
 ME2973  USGS QUAD   -  BLUE ISLAND (1997)
 ME2973
 ME2973                         *CURRENT SURVEY CONTROL
 ME2973  ___________________________________________________________________
 ME2973* NAD 83(1997)-  41 44 04.55134(N)    087 40 57.44703(W)     ADJUSTED  
 ME2973* NAVD 88     -       203.     (meters)     666.     (feet)  VERTCON   
 ME2973  ___________________________________________________________________
 ME2973  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 ME2973  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2973
 ME2973  HORZ ORDER  -  SECOND
 ME2973
 ME2973.The horizontal coordinates were established by classical geodetic methods
 ME2973.and adjusted by the National Geodetic Survey in October 1999..
 ME2973
 ME2973.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2973
 ME2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2973
 ME2973.The geoid height was determined by GEOID03.
 ME2973
 ME2973;                    North         East     Units Scale Factor Converg.
 ME2973;SPC IL E     -   562,829.548   354,133.970   MT  1.00001105   +0 25 59.4
 ME2973;SPC IL E     - 1,846,549.94  1,161,854.53   sFT  1.00001105   +0 25 59.4
 ME2973;UTM  16      - 4,620,534.700   443,232.230   MT  0.99963966   -0 27 15.9
 ME2973
 ME2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2973!SPC IL E     -   0.99997342  x   1.00001105  =   0.99998447
 ME2973!UTM  16      -   0.99997342  x   0.99963966  =   0.99961309
 ME2973
 ME2973|---------------------------------------------------------------------|
 ME2973| PID    Reference Object                     Distance      Geod. Az  |
 ME2973|                                                           dddmmss.s |
 ME2973| ME2972 042 COC TPT                           9.932 METERS 01238     |
 ME2973| ME2970 RYAN                                261.310 METERS 01238     |
 ME2973| ME2971 055 COC                             APPROX. 0.7 KM 1764952.9 |
 ME2973|---------------------------------------------------------------------|
 ME2973
 ME2973                          SUPERSEDED SURVEY CONTROL
 ME2973
 ME2973  NAD 83(1997)-  41 44 04.55145(N)    087 40 57.44730(W) AD(       ) 2
 ME2973  NAD 83(1997)-  41 44 04.55546(N)    087 40 57.45619(W) AD(       ) 2
 ME2973  NAD 83(1986)-  41 44 04.55590(N)    087 40 57.45581(W) AD(       ) 2
 ME2973  NAD 27      -  41 44 04.43527(N)    087 40 57.27455(W) AD(       ) 2
 ME2973  NGVD 29 (07/19/86)  203.     (m)          666.     (f) VERT ANG       
 ME2973
 ME2973.Superseded values are not recommended for survey control.
 ME2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2973.See file dsdata.txt to determine how the superseded data were derived.
 ME2973
 ME2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4323220535(NAD 83)
 ME2973_MARKER: DD = SURVEY DISK
 ME2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2973+STABILITY: SURFACE MOTION
 ME2973
 ME2973  HISTORY     - Date     Condition        Report By
 ME2973  HISTORY     - 1977     MONUMENTED       IL1670
 ME2973
 ME2973                          STATION DESCRIPTION
 ME2973
 ME2973'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2973'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME2973'ON THE WEST SIDE OF SOUTH WESTERN AVENUE AND SOUTH OF WEST 87TH
 ME2973'STREET. ADDRESS IS APPROXIMATELY 8728 SOUTH WESTERN AVENUE.
 ME2973'
 ME2973'STATION MARKS, BRONZE SURFACE DISK STAMPED---042 1977---AND SET
 ME2973'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2973'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2973'
 ME2973'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2973'MARK. THE STATION IS 287.0 FEET SOUTH OF THE SOUTH LINE OF WEST
 ME2973'87TH STREET AND 12.7 FEET EAST OF THE WEST LINE OF SOUTH WESTERN
 ME2973'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2980 ***********************************************************************
 ME2980  DESIGNATION -  043 COC
 ME2980  PID         -  ME2980
 ME2980  STATE/COUNTY-  IL/COOK
 ME2980  USGS QUAD   -  BLUE ISLAND (1997)
 ME2980
 ME2980                         *CURRENT SURVEY CONTROL
 ME2980  ___________________________________________________________________
 ME2980* NAD 83(1997)-  41 44 31.63688(N)    087 43 39.88685(W)     ADJUSTED  
 ME2980* NAVD 88     -       189.     (meters)     620.     (feet)  VERTCON   
 ME2980  ___________________________________________________________________
 ME2980  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 ME2980  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME2980
 ME2980  HORZ ORDER  -  SECOND
 ME2980
 ME2980.The horizontal coordinates were established by classical geodetic methods
 ME2980.and adjusted by the National Geodetic Survey in October 1999..
 ME2980
 ME2980.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2980
 ME2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2980
 ME2980.The geoid height was determined by GEOID03.
 ME2980
 ME2980;                    North         East     Units Scale Factor Converg.
 ME2980;SPC IL E     -   563,637.787   350,374.257   MT  1.00000621   +0 24 11.5
 ME2980;SPC IL E     - 1,849,201.64  1,149,519.54   sFT  1.00000621   +0 24 11.5
 ME2980;UTM  16      - 4,621,400.770   439,486.862   MT  0.99964506   -0 29 04.3
 ME2980
 ME2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2980!SPC IL E     -   0.99997561  x   1.00000621  =   0.99998182
 ME2980!UTM  16      -   0.99997561  x   0.99964506  =   0.99962068
 ME2980
 ME2980|---------------------------------------------------------------------|
 ME2980| PID    Reference Object                     Distance      Geod. Az  |
 ME2980|                                                           dddmmss.s |
 ME2980| ME2978 DURKIN                              395.164 METERS 17804     |
 ME2980| ME2979 043 COC TPT                          11.892 METERS 17805     |
 ME2980|---------------------------------------------------------------------|
 ME2980
 ME2980                          SUPERSEDED SURVEY CONTROL
 ME2980
 ME2980  NAD 83(1997)-  41 44 31.63697(N)    087 43 39.88714(W) AD(       ) 2
 ME2980  NAD 83(1997)-  41 44 31.64056(N)    087 43 39.89607(W) AD(       ) 2
 ME2980  NAD 83(1986)-  41 44 31.64104(N)    087 43 39.89570(W) AD(       ) 2
 ME2980  NAD 27      -  41 44 31.52293(N)    087 43 39.70776(W) AD(       ) 2
 ME2980  NGVD 29 (07/19/86)  189.     (m)          620.     (f) VERT ANG       
 ME2980
 ME2980.Superseded values are not recommended for survey control.
 ME2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2980.See file dsdata.txt to determine how the superseded data were derived.
 ME2980
 ME2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3948721401(NAD 83)
 ME2980_MARKER: DD = SURVEY DISK
 ME2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2980+STABILITY: SURFACE MOTION
 ME2980
 ME2980  HISTORY     - Date     Condition        Report By
 ME2980  HISTORY     - 1977     MONUMENTED       IL1670
 ME2980
 ME2980                          STATION DESCRIPTION
 ME2980
 ME2980'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2980'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME2980'AT THE NORTH SIDE OF WEST 83RD STREET NEAR THE CENTERLINE
 ME2980'EXTENDED NORTH OF SOUTH TRIPP AVENUE. ADDRESS IS 4228 WEST
 ME2980'83RD STREET.
 ME2980'
 ME2980'STATION MARKS, BRONZE SURFACE DISK STAMPED---043 1977---AND SET
 ME2980'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2980'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2980'
 ME2980'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2980'MARK. THE STATION IS 49.6 FEET NORTH OF THE SOUTH LINE OF WEST
 ME2980'83RD STREET AND 31.22 FEET EAST OF THE WEST LINE EXTENDED NORTH
 ME2980'OF SOUTH TRIPP AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9261 ***********************************************************************
 AF9261  CBN         -  This is a Cooperative Base Network Control Station.
 AF9261  DESIGNATION -  044 9515
 AF9261  PID         -  AF9261
 AF9261  STATE/COUNTY-  IL/JOHNSON
 AF9261  USGS QUAD   -  VIENNA (1996)
 AF9261
 AF9261                         *CURRENT SURVEY CONTROL
 AF9261  ___________________________________________________________________
 AF9261* NAD 83(1997)-  37 26 21.88228(N)    088 53 33.35052(W)     ADJUSTED  
 AF9261* NAVD 88     -       153.9    (meters)     505.     (feet)  GPS OBS   
 AF9261  ___________________________________________________________________
 AF9261  X           -      97,997.456 (meters)                     COMP
 AF9261  Y           -  -5,069,647.903 (meters)                     COMP
 AF9261  Z           -   3,856,303.186 (meters)                     COMP
 AF9261  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AF9261  ELLIP HEIGHT-         125.24  (meters)          (10/15/04) GPS OBS
 AF9261  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AF9261
 AF9261  HORZ ORDER  -  B
 AF9261  ELLP ORDER  -  FOURTH    CLASS II
 AF9261
 AF9261.The horizontal coordinates were established by GPS observations
 AF9261.and adjusted by the National Geodetic Survey in July 1998..
 AF9261
 AF9261.The orthometric height was determined by GPS observations and a
 AF9261.high-resolution geoid model.
 AF9261
 AF9261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9261
 AF9261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9261
 AF9261.The ellipsoidal height was determined by GPS observations
 AF9261.and is referenced to NAD 83.
 AF9261
 AF9261.The geoid height was determined by GEOID03.
 AF9261
 AF9261;                    North         East     Units Scale Factor Converg.
 AF9261;SPC IL E     -    85,902.899   250,507.930   MT  1.00000516   -0 20 24.0
 AF9261;SPC IL E     -   281,833.09    821,874.77   sFT  1.00000516   -0 20 24.0
 AF9261;UTM  16      - 4,145,300.977   332,570.086   MT  0.99994531   -1 09 02.9
 AF9261
 AF9261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9261!SPC IL E     -   0.99998035  x   1.00000516  =   0.99998551
 AF9261!UTM  16      -   0.99998035  x   0.99994531  =   0.99992566
 AF9261
 AF9261:                Primary Azimuth Mark                     Grid Az
 AF9261:SPC IL E     -  9514                                     191 13 28.8
 AF9261:UTM  16      -  9514                                     192 02 07.7
 AF9261
 AF9261|---------------------------------------------------------------------|
 AF9261| PID    Reference Object                     Distance      Geod. Az  |
 AF9261|                                                           dddmmss.s |
 AF9261| DG4739 9514                                APPROX. 0.6 KM 1905304.8 |
 AF9261|---------------------------------------------------------------------|
 AF9261
 AF9261                          SUPERSEDED SURVEY CONTROL
 AF9261
 AF9261  ELLIP H (07/17/98)  125.25   (m)                       GP(       ) 4 1
 AF9261
 AF9261.Superseded values are not recommended for survey control.
 AF9261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9261.See file dsdata.txt to determine how the superseded data were derived.
 AF9261
 AF9261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3257045301(NAD 83)
 AF9261_MARKER: A = ALUMINUM MARKER
 AF9261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9261_STAMPING: 044-9515 GPS 1994
 AF9261_MARK LOGO: ILDT  
 AF9261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9261+STABILITY: SURFACE MOTION
 AF9261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9261+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1998
 AF9261
 AF9261  HISTORY     - Date     Condition        Report By
 AF9261  HISTORY     - 1994     MONUMENTED       ILDT
 AF9261  HISTORY     - 19980909 GOOD             ILDT
 AF9261
 AF9261                          STATION DESCRIPTION
 AF9261
 AF9261'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1994 (DB)
 AF9261'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF VIENNA.  TO
 AF9261'REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE ROUTE 146 IN
 AF9261'VIENNA, GO NORTH ON HIGHWAY 45 FOR 1.6 MI (2.6 KM) TO DAMERON LANE,
 AF9261'TURN RIGHT AND PROCEED ABOUT 100 M (328.1 FT) TO A CONCRETE DRIVEWAY
 AF9261'ON THE LEFT, TURN LEFT UP HILL ON DRIVEWAY TO CHURCH FOR ABOUT 100 M
 AF9261'(328.1 FT) TO THE STATION ON THE LEFT, 31.4 M (103.0 FT) EAST OF THE
 AF9261'CENTER OF ROUTE 45, 85.7 M (281.2 FT) SOUTHWEST OF THE SOUTHWEST
 AF9261'CORNER OF THE CHURCH, AND 0.7 M (2.3 FT) SOUTHEAST OF A METAL IDOT
 AF9261'WITNESS POST.
 AF9261
 AF9261                          STATION RECOVERY (1998)
 AF9261
 AF9261'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (DB)
 AF9261'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2721 ***********************************************************************
 ME2721  DESIGNATION -  044 COC
 ME2721  PID         -  ME2721
 ME2721  STATE/COUNTY-  IL/COOK
 ME2721  USGS QUAD   -  ENGLEWOOD (1997)
 ME2721
 ME2721                         *CURRENT SURVEY CONTROL
 ME2721  ___________________________________________________________________
 ME2721* NAD 83(1997)-  41 48 32.68564(N)    087 37 34.46864(W)     ADJUSTED  
 ME2721* NAVD 88     -       181.7    (meters)     596.     (feet)  VERTCON   
 ME2721  ___________________________________________________________________
 ME2721  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ME2721  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2721
 ME2721  HORZ ORDER  -  SECOND
 ME2721
 ME2721.The horizontal coordinates were established by classical geodetic methods
 ME2721.and adjusted by the National Geodetic Survey in October 1999..
 ME2721
 ME2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2721
 ME2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2721
 ME2721.The geoid height was determined by GEOID03.
 ME2721
 ME2721;                    North         East     Units Scale Factor Converg.
 ME2721;SPC IL E     -   571,139.016   358,756.603   MT  1.00001747   +0 28 17.0
 ME2721;SPC IL E     - 1,873,811.92  1,177,020.62   sFT  1.00001747   +0 28 17.0
 ME2721;UTM  16      - 4,628,768.397   447,981.328   MT  0.99963330   -0 25 03.0
 ME2721
 ME2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2721!SPC IL E     -   0.99997675  x   1.00001747  =   0.99999422
 ME2721!UTM  16      -   0.99997675  x   0.99963330  =   0.99961006
 ME2721
 ME2721|---------------------------------------------------------------------|
 ME2721| PID    Reference Object                     Distance      Geod. Az  |
 ME2721|                                                           dddmmss.s |
 ME2721| ME2722 044 COC TPT                           9.402 METERS 28249     |
 ME2721| ME2769 045 COC                             APPROX. 0.5 KM 3590117.1 |
 ME2721|---------------------------------------------------------------------|
 ME2721
 ME2721                          SUPERSEDED SURVEY CONTROL
 ME2721
 ME2721  NAD 83(1997)-  41 48 32.68583(N)    087 37 34.46897(W) AD(       ) 2
 ME2721  NAD 83(1997)-  41 48 32.69023(N)    087 37 34.47934(W) AD(       ) 2
 ME2721  NAD 83(1986)-  41 48 32.69068(N)    087 37 34.47864(W) AD(       ) 2
 ME2721  NAD 27      -  41 48 32.56771(N)    087 37 34.29808(W) AD(       ) 2
 ME2721  NGVD 29 (07/19/86)  181.8    (m)          596.     (f) VERT ANG       
 ME2721
 ME2721.Superseded values are not recommended for survey control.
 ME2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2721.See file dsdata.txt to determine how the superseded data were derived.
 ME2721
 ME2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4798128768(NAD 83)
 ME2721_MARKER: DD = SURVEY DISK
 ME2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2721+STABILITY: SURFACE MOTION
 ME2721
 ME2721  HISTORY     - Date     Condition        Report By
 ME2721  HISTORY     - 1977     MONUMENTED       IL1670
 ME2721
 ME2721                          STATION DESCRIPTION
 ME2721
 ME2721'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2721'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME2721'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH STATE
 ME2721'STREET AND WEST 47TH STREET. ADDRESS IS 4702 SOUTH STATE
 ME2721'STREET.
 ME2721'
 ME2721'STATION MARKS, BRONZE SURFACE DISK STAMPED---044 1977---AND SET
 ME2721'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2721'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2721'
 ME2721'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2721'MARK. THE STATION IS 97.2 FEET WEST OF THE EAST LINE OF SOUTH
 ME2721'STATE STREET AND 21.8 FEET SOUTH OF THE SOUTH LINE OF WEST
 ME2721'47TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2769 ***********************************************************************
 ME2769  DESIGNATION -  045 COC
 ME2769  PID         -  ME2769
 ME2769  STATE/COUNTY-  IL/COOK
 ME2769  USGS QUAD   -  ENGLEWOOD (1997)
 ME2769
 ME2769                         *CURRENT SURVEY CONTROL
 ME2769  ___________________________________________________________________
 ME2769* NAD 83(1997)-  41 48 50.27354(N)    087 37 34.87022(W)     ADJUSTED  
 ME2769* NAVD 88     -       181.6    (meters)     596.     (feet)  VERTCON   
 ME2769  ___________________________________________________________________
 ME2769  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 ME2769  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2769
 ME2769  HORZ ORDER  -  SECOND
 ME2769
 ME2769.The horizontal coordinates were established by classical geodetic methods
 ME2769.and adjusted by the National Geodetic Survey in October 1999..
 ME2769
 ME2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2769
 ME2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2769
 ME2769.The geoid height was determined by GEOID03.
 ME2769
 ME2769;                    North         East     Units Scale Factor Converg.
 ME2769;SPC IL E     -   571,681.565   358,742.870   MT  1.00001745   +0 28 16.9
 ME2769;SPC IL E     - 1,875,591.93  1,176,975.57   sFT  1.00001745   +0 28 16.9
 ME2769;UTM  16      - 4,629,310.885   447,976.015   MT  0.99963330   -0 25 03.4
 ME2769
 ME2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2769!SPC IL E     -   0.99997677  x   1.00001745  =   0.99999422
 ME2769!UTM  16      -   0.99997677  x   0.99963330  =   0.99961008
 ME2769
 ME2769:                Primary Azimuth Mark                     Grid Az
 ME2769:SPC IL E     -  CHICAGO HANCOCK CNTR E TV TWR            001 16 21.5
 ME2769:UTM  16      -  CHICAGO HANCOCK CNTR E TV TWR            002 09 41.8
 ME2769
 ME2769|---------------------------------------------------------------------|
 ME2769| PID    Reference Object                     Distance      Geod. Az  |
 ME2769|                                                           dddmmss.s |
 ME2769| ME2661 CHICAGO HANCOCK CNTR E TV TWR       APPROX. 9.4 KM 0014438.4 |
 ME2769| ME2721 044 COC                             APPROX. 0.5 KM 1790116.8 |
 ME2769| ME2770 045 COC TPT                           5.702 METERS 23800     |
 ME2769|---------------------------------------------------------------------|
 ME2769
 ME2769                          SUPERSEDED SURVEY CONTROL
 ME2769
 ME2769  NAD 83(1997)-  41 48 50.27373(N)    087 37 34.87056(W) AD(       ) 2
 ME2769  NAD 83(1997)-  41 48 50.27812(N)    087 37 34.88102(W) AD(       ) 2
 ME2769  NAD 83(1986)-  41 48 50.27858(N)    087 37 34.88031(W) AD(       ) 2
 ME2769  NAD 27      -  41 48 50.15580(N)    087 37 34.69922(W) AD(       ) 2
 ME2769  NGVD 29 (07/19/86)  181.7    (m)          596.     (f) VERT ANG       
 ME2769
 ME2769.Superseded values are not recommended for survey control.
 ME2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2769.See file dsdata.txt to determine how the superseded data were derived.
 ME2769
 ME2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4797629311(NAD 83)
 ME2769_MARKER: DD = SURVEY DISK
 ME2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2769+STABILITY: SURFACE MOTION
 ME2769
 ME2769  HISTORY     - Date     Condition        Report By
 ME2769  HISTORY     - 1977     MONUMENTED       IL1670
 ME2769
 ME2769                          STATION DESCRIPTION
 ME2769
 ME2769'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2769'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME2769'AT THE WEST SIDE OF SOUTH STATE STREET SOUTH OF 44TH STREET.
 ME2769'ADDRESS IS 4416 SOUTH STATE STREET.
 ME2769'
 ME2769'STATION MARKS, BRONZE SURFACE DISK STAMPED---045 1977---AND SET
 ME2769'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2769'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2769'
 ME2769'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2769'MARK. THE STATION IS 90.76 FEET WEST OF EAST LINE OF SOUTH STATE
 ME2769'STREET AND 228.0 FEET SOUTH OF THE SOUTH LINE OF EAST 44TH
 ME2769'STREET EXTENDED WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2750 ***********************************************************************
 ME2750  DESIGNATION -  047 COC
 ME2750  PID         -  ME2750
 ME2750  STATE/COUNTY-  IL/COOK
 ME2750  USGS QUAD   -  ENGLEWOOD (1997)
 ME2750
 ME2750                         *CURRENT SURVEY CONTROL
 ME2750  ___________________________________________________________________
 ME2750* NAD 83(1997)-  41 49 08.16451(N)    087 41 45.94435(W)     ADJUSTED  
 ME2750* NAVD 88     -       181.     (meters)     594.     (feet)  VERTCON   
 ME2750  ___________________________________________________________________
 ME2750  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 ME2750  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2750
 ME2750  HORZ ORDER  -  SECOND
 ME2750
 ME2750.The horizontal coordinates were established by classical geodetic methods
 ME2750.and adjusted by the National Geodetic Survey in October 1999..
 ME2750
 ME2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2750
 ME2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2750
 ME2750.The geoid height was determined by GEOID03.
 ME2750
 ME2750;                    North         East     Units Scale Factor Converg.
 ME2750;SPC IL E     -   572,188.216   352,943.831   MT  1.00000948   +0 25 29.7
 ME2750;SPC IL E     - 1,877,254.17  1,157,949.89   sFT  1.00000948   +0 25 29.7
 ME2750;UTM  16      - 4,629,907.226   442,187.714   MT  0.99964113   -0 27 51.0
 ME2750
 ME2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2750!SPC IL E     -   0.99997687  x   1.00000948  =   0.99998635
 ME2750!UTM  16      -   0.99997687  x   0.99964113  =   0.99961801
 ME2750
 ME2750:                Primary Azimuth Mark                     Grid Az
 ME2750:SPC IL E     -  048 COC                                  048 09 33.7
 ME2750:UTM  16      -  048 COC                                  049 02 54.4
 ME2750
 ME2750|---------------------------------------------------------------------|
 ME2750| PID    Reference Object                     Distance      Geod. Az  |
 ME2750|                                                           dddmmss.s |
 ME2750| ME2745 048 COC                             APPROX. 0.6 KM 0483503.4 |
 ME2750| ME2746 KELLY                               391.719 METERS 09931     |
 ME2750| ME2749 047 COC TPT                          23.968 METERS 09932     |
 ME2750|---------------------------------------------------------------------|
 ME2750
 ME2750                          SUPERSEDED SURVEY CONTROL
 ME2750
 ME2750  NAD 83(1997)-  41 49 08.16466(N)    087 41 45.94471(W) AD(       ) 2
 ME2750  NAD 83(1997)-  41 49 08.16826(N)    087 41 45.95515(W) AD(       ) 2
 ME2750  NAD 83(1986)-  41 49 08.16886(N)    087 41 45.95456(W) AD(       ) 2
 ME2750  NAD 27      -  41 49 08.05019(N)    087 41 45.76348(W) AD(       ) 2
 ME2750  NGVD 29 (07/19/86)  181.     (m)          594.     (f) VERT ANG       
 ME2750
 ME2750.Superseded values are not recommended for survey control.
 ME2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2750.See file dsdata.txt to determine how the superseded data were derived.
 ME2750
 ME2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4218829907(NAD 83)
 ME2750_MARKER: DD = SURVEY DISK
 ME2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2750+STABILITY: SURFACE MOTION
 ME2750
 ME2750  HISTORY     - Date     Condition        Report By
 ME2750  HISTORY     - 1977     MONUMENTED       IL1670
 ME2750
 ME2750                          STATION DESCRIPTION
 ME2750
 ME2750'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2750'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME2750'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH MOZART
 ME2750'STREET AND SOUTH ARCHER AVENUE. ADDRESS IS 4100 SOUTH MOZART
 ME2750'STREET.
 ME2750'
 ME2750'STATION MARKS, BRONZE SURFACE DISK STAMPED---047 1977---AND
 ME2750'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2750'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2750'
 ME2750'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2750'MARK. THE STATION IS 1.67 FEET SOUTH OF THE SOUTH LINE OF SOUTH
 ME2750'ARCHER AVENUE AND 15.0 FEET EAST OF THE WEST LINE OF SOUTH
 ME2750'MOZART STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3145 ***********************************************************************
 ME3145  DESIGNATION -  049 COC
 ME3145  PID         -  ME3145
 ME3145  STATE/COUNTY-  IL/COOK
 ME3145  USGS QUAD   -  BERWYN (1993)
 ME3145
 ME3145                         *CURRENT SURVEY CONTROL
 ME3145  ___________________________________________________________________
 ME3145* NAD 83(1997)-  41 46 46.45840(N)    087 45 22.87666(W)     ADJUSTED  
 ME3145* NAVD 88     -       188.3    (meters)     618.     (feet)  VERTCON   
 ME3145  ___________________________________________________________________
 ME3145  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 ME3145  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME3145
 ME3145  HORZ ORDER  -  SECOND
 ME3145
 ME3145.This mark is at Chicago Midway Airport (MDW)
 ME3145
 ME3145.The horizontal coordinates were established by classical geodetic methods
 ME3145.and adjusted by the National Geodetic Survey in October 1999..
 ME3145
 ME3145.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3145
 ME3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3145
 ME3145.The geoid height was determined by GEOID03.
 ME3145
 ME3145;                    North         East     Units Scale Factor Converg.
 ME3145;SPC IL E     -   567,780.924   347,966.640   MT  1.00000330   +0 23 03.9
 ME3145;SPC IL E     - 1,862,794.58  1,141,620.55   sFT  1.00000330   +0 23 03.9
 ME3145;UTM  16      - 4,625,579.228   437,144.586   MT  0.99964862   -0 30 14.2
 ME3145
 ME3145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3145!SPC IL E     -   0.99997570  x   1.00000330  =   0.99997900
 ME3145!UTM  16      -   0.99997570  x   0.99964862  =   0.99962433
 ME3145
 ME3145|---------------------------------------------------------------------|
 ME3145| PID    Reference Object                     Distance      Geod. Az  |
 ME3145|                                                           dddmmss.s |
 ME3145| ME3144 049 COC TPT                           8.476 METERS 02132     |
 ME3145| ME3139 MIDWAY MONUMENT NUMBER 4            455.342 METERS 2502016.8 |
 ME3145| ME3121 MIDWAY 1956 AZ MK                   APPROX. 0.5 KM 3535708.3 |
 ME3145|---------------------------------------------------------------------|
 ME3145
 ME3145                          SUPERSEDED SURVEY CONTROL
 ME3145
 ME3145  NAD 83(1997)-  41 46 46.45852(N)    087 45 22.87702(W) AD(       ) 2
 ME3145  NAD 83(1997)-  41 46 46.46164(N)    087 45 22.88653(W) AD(       ) 2
 ME3145  NAD 83(1986)-  41 46 46.46221(N)    087 45 22.88609(W) AD(       ) 2
 ME3145  NAD 27      -  41 46 46.34556(N)    087 45 22.69048(W) AD(       ) 2
 ME3145  NGVD 29 (07/19/86)  188.4    (m)          618.     (f) VERT ANG       
 ME3145
 ME3145.Superseded values are not recommended for survey control.
 ME3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3145.See file dsdata.txt to determine how the superseded data were derived.
 ME3145
 ME3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3714525579(NAD 83)
 ME3145_MARKER: DD = SURVEY DISK
 ME3145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3145+STABILITY: SURFACE MOTION
 ME3145
 ME3145  HISTORY     - Date     Condition        Report By
 ME3145  HISTORY     - 1977     MONUMENTED       IL1670
 ME3145
 ME3145                          STATION DESCRIPTION
 ME3145
 ME3145'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3145'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME3145'AT THE SOUTHWESTERLY SECTION OF THE CHICAGO MIDWAY AIRPORT.
 ME3145'
 ME3145'THE STATION MARKS, A BRONZE SURFACE DISK STAMPED---049
 ME3145'1977---AND SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE
 ME3145'MONUMENT WITH THE INSCRIPTION CITY OF CHICAGO TRIANGULATION
 ME3145'STATION. THE UNDERGROUND DISK IS SET IN CONCRETE 5 FEET BELOW
 ME3145'THE SURFACE MARK.
 ME3145'
 ME3145'THE STATION IS LOCATED 5.5 FEET NORTHEAST OF THE NORTHEASTERLY
 ME3145'CORNER OF A STEEL LANDING MAT, 80 FEET NORTH AT A RIGHT ANGLE
 ME3145'TO THE EDGE OF THE TAXIWAY AND ON LINE WITH THE APPROXIMATE
 ME3145'CENTERLINE OF THE EAST HANGAR BAY LOCATED DIRECTLY TO THE SOUTH
 ME3145'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0129 ***********************************************************************
 NG0129  DESIGNATION -  05 NO 3301
 NG0129  PID         -  NG0129
 NG0129  STATE/COUNTY-  IL/COOK
 NG0129  USGS QUAD   -  EVANSTON (1995)
 NG0129
 NG0129                         *CURRENT SURVEY CONTROL
 NG0129  ___________________________________________________________________
 NG0129* NAD 83(1986)-  42 04 44.     (N)    087 43 17.     (W)     SCALED    
 NG0129* NAVD 88     -       193.161  (meters)     633.73   (feet)  ADJUSTED  
 NG0129  ___________________________________________________________________
 NG0129  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0129  DYNAMIC HT  -         193.099 (meters)     633.53  (feet)  COMP
 NG0129  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 NG0129
 NG0129  VERT ORDER  -  FIRST     CLASS 0
 NG0129
 NG0129.The horizontal coordinates were scaled from a topographic map and have
 NG0129.an estimated accuracy of +/- 6 seconds.
 NG0129
 NG0129.The orthometric height was determined by differential leveling
 NG0129.and adjusted by the National Geodetic Survey in June 1991..
 NG0129
 NG0129.The geoid height was determined by GEOID03.
 NG0129
 NG0129.The dynamic height is computed by dividing the NAVD 88
 NG0129.geopotential number by the normal gravity value computed on the
 NG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0129.degrees latitude (g = 980.6199 gals.).
 NG0129
 NG0129.The modeled gravity was interpolated from observed gravity values.
 NG0129
 NG0129;                    North         East    Units  Estimated Accuracy
 NG0129;SPC IL E     -   601,050.      350,640.      MT  (+/- 180 meters Scaled)
 NG0129
 NG0129                          SUPERSEDED SURVEY CONTROL
 NG0129
 NG0129  NGVD 29 (??/??/92)  193.22   (m)          633.9    (f) COMPUTED    1 0
 NG0129
 NG0129.Superseded values are not recommended for survey control.
 NG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0129.See file dsdata.txt to determine how the superseded data were derived.
 NG0129
 NG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM403587(NAD 83)
 NG0129_MARKER: DD = SURVEY DISK
 NG0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0129_STAMPING: T42N R13E 05 NO 3301
 NG0129_PROJECTION: FLUSH
 NG0129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0129+STABILITY: SURFACE MOTION
 NG0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0129+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000
 NG0129
 NG0129  HISTORY     - Date     Condition        Report By
 NG0129  HISTORY     - 1973     MONUMENTED       IL-031
 NG0129  HISTORY     - 1973     GOOD             NGS
 NG0129  HISTORY     - 20000811 GOOD             PATRIC
 NG0129  HISTORY     - 20011110 GOOD             USPSQD
 NG0129
 NG0129                          STATION DESCRIPTION
 NG0129
 NG0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0129'0.6 MI W FROM WILMETTE.
 NG0129'0.55 MILES WEST ALONG LAKE AVENUE FROM THE VILLAGE HALL ANNEX,
 NG0129'AT THE INTERSECTION OF LAKE AVENUE AND RIDGE ROAD, SET IN THE
 NG0129'NORTH LAWN OF ST. JOSEPH CHURCH, 82.2 FEET EAST OF THE EAST
 NG0129'CURB OF RIDGE ROAD, 73.3 FEET NORTH OF THE CENTER LINE OF THE
 NG0129'NORTHWEST MAIN ENTRANCE TO THE CHURCH 23.9 FEET SOUTH OF THE
 NG0129'SOUTH CURB OF LAKE AVENUE.  A COOK COUNTY HIGHWAY DEPARTMENT DISK
 NG0129'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 NG0129'LEVEL WITH THE STREET.  SEC 33, T 42 N, R 13 E.
 NG0129
 NG0129                          STATION RECOVERY (2000)
 NG0129
 NG0129'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NG0129'RECOVERED IN GOOD CONDITION.
 NG0129
 NG0129                          STATION RECOVERY (2001)
 NG0129
 NG0129'RECOVERY NOTE BY US POWER SQUADRON 2001 (EFU)
 NG0129'RECOVERED AS DESCRIBED.
 NG0129'COORDINATES BY GPS. L 42 DEGREES 04.725' LO 087 DEGREES 43.325'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2780 ***********************************************************************
 ME2780  DESIGNATION -  050 COC
 ME2780  PID         -  ME2780
 ME2780  STATE/COUNTY-  IL/COOK
 ME2780  USGS QUAD   -  ENGLEWOOD (1997)
 ME2780
 ME2780                         *CURRENT SURVEY CONTROL
 ME2780  ___________________________________________________________________
 ME2780* NAD 83(1997)-  41 47 38.00506(N)    087 40 56.42795(W)     ADJUSTED  
 ME2780* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 ME2780  ___________________________________________________________________
 ME2780  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 ME2780  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2780
 ME2780  HORZ ORDER  -  SECOND
 ME2780
 ME2780.The horizontal coordinates were established by classical geodetic methods
 ME2780.and adjusted by the National Geodetic Survey in October 1999..
 ME2780
 ME2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2780
 ME2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2780
 ME2780.The geoid height was determined by GEOID03.
 ME2780
 ME2780;                    North         East     Units Scale Factor Converg.
 ME2780;SPC IL E     -   569,415.174   354,107.680   MT  1.00001101   +0 26 01.9
 ME2780;SPC IL E     - 1,868,156.28  1,161,768.28   sFT  1.00001101   +0 26 01.9
 ME2780;UTM  16      - 4,627,117.496   443,307.991   MT  0.99963955   -0 27 17.1
 ME2780
 ME2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2780!SPC IL E     -   0.99997671  x   1.00001101  =   0.99998772
 ME2780!UTM  16      -   0.99997671  x   0.99963955  =   0.99961627
 ME2780
 ME2780                          SUPERSEDED SURVEY CONTROL
 ME2780
 ME2780  NAD 83(1997)-  41 47 38.00520(N)    087 40 56.42828(W) AD(       ) 2
 ME2780  NAD 83(1997)-  41 47 38.00906(N)    087 40 56.43826(W) AD(       ) 2
 ME2780  NAD 83(1986)-  41 47 38.00958(N)    087 40 56.43770(W) AD(       ) 2
 ME2780  NAD 27      -  41 47 37.88964(N)    087 40 56.25064(W) AD(       ) 2
 ME2780  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 ME2780
 ME2780.Superseded values are not recommended for survey control.
 ME2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2780.See file dsdata.txt to determine how the superseded data were derived.
 ME2780
 ME2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4330827117(NAD 83)
 ME2780_MARKER: DD = SURVEY DISK
 ME2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2780+STABILITY: SURFACE MOTION
 ME2780
 ME2780  HISTORY     - Date     Condition        Report By
 ME2780  HISTORY     - 1977     MONUMENTED       IL1670
 ME2780
 ME2780                          STATION DESCRIPTION
 ME2780
 ME2780'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2780'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME2780'AT THE NORTHWEST CORNER OF WEST GARFIELD BOULEVARD AND SOUTH
 ME2780'CLAREMONT AVENUE. ADDRESS IS APPROXIMATELY 2328 WEST GARFIELD
 ME2780'BOULEVARD.
 ME2780'
 ME2780'STATION MARKS, BRONZE SURFACE DISK STAMPED---050 1977---AND SET
 ME2780'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2780'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2780'
 ME2780'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2780'MARK. THE STATION IS 5.0 FEET EAST OF THE WEST LINE OF SOUTH
 ME2780'CLAREMONT AVENUE AND 12.0 FEET SOUTH OF THE NORTH LINE OF WEST
 ME2780'GARFIELD BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2886 ***********************************************************************
 ME2886  DESIGNATION -  051 COC
 ME2886  PID         -  ME2886
 ME2886  STATE/COUNTY-  IL/COOK
 ME2886  USGS QUAD   -  LAKE CALUMET (1997)
 ME2886
 ME2886                         *CURRENT SURVEY CONTROL
 ME2886  ___________________________________________________________________
 ME2886* NAD 83(1997)-  41 39 28.99711(N)    087 33 29.43195(W)     ADJUSTED  
 ME2886* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 ME2886  ___________________________________________________________________
 ME2886  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME2886  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2886
 ME2886  HORZ ORDER  -  SECOND
 ME2886
 ME2886.The horizontal coordinates were established by classical geodetic methods
 ME2886.and adjusted by the National Geodetic Survey in October 1999..
 ME2886
 ME2886.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2886
 ME2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2886
 ME2886.The geoid height was determined by GEOID03.
 ME2886
 ME2886;                    North         East     Units Scale Factor Converg.
 ME2886;SPC IL E     -   554,414.017   364,563.711   MT  1.00002628   +0 30 54.9
 ME2886;SPC IL E     - 1,818,939.99  1,196,072.78   sFT  1.00002628   +0 30 54.9
 ME2886;UTM  16      - 4,611,962.039   453,526.485   MT  0.99962658   -0 22 15.7
 ME2886
 ME2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2886!SPC IL E     -   0.99997735  x   1.00002628  =   1.00000363
 ME2886!UTM  16      -   0.99997735  x   0.99962658  =   0.99960393
 ME2886
 ME2886                          SUPERSEDED SURVEY CONTROL
 ME2886
 ME2886  NAD 83(1997)-  41 39 28.99721(N)    087 33 29.43202(W) AD(       ) 2
 ME2886  NAD 83(1997)-  41 39 29.00233(N)    087 33 29.43993(W) AD(       ) 2
 ME2886  NAD 83(1986)-  41 39 29.00242(N)    087 33 29.43966(W) AD(       ) 2
 ME2886  NAD 27      -  41 39 28.87601(N)    087 33 29.28444(W) AD(       ) 2
 ME2886  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 ME2886
 ME2886.Superseded values are not recommended for survey control.
 ME2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2886.See file dsdata.txt to determine how the superseded data were derived.
 ME2886
 ME2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5352611962(NAD 83)
 ME2886_MARKER: DD = SURVEY DISK
 ME2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2886+STABILITY: SURFACE MOTION
 ME2886
 ME2886  HISTORY     - Date     Condition        Report By
 ME2886  HISTORY     - 1977     MONUMENTED       IL1670
 ME2886
 ME2886                          STATION DESCRIPTION
 ME2886
 ME2886'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2886'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2886'AT THE WEST SIDE OF SOUTH SAGINAW AVENUE AND SOUTH OF EAST 130TH
 ME2886'STREET. ADDRESS IS 13034 SOUTH SAGINAW AVENUE.
 ME2886'
 ME2886'STATION MARKS, BRONZE SURFACE DISK STAMPED---051 1977---AND
 ME2886'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2886'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2886'
 ME2886'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2886'MARK. THE STATION IS 367.0 FEET SOUTH OF THE SOUTH LINE OF EAST
 ME2886'130TH STREET AND 3.0 FEET EAST OF THE WEST LINE OF SOUTH
 ME2886'SAGINAW AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1258 ***********************************************************************
 KB1258  DESIGNATION -  051 WB 8 IDOT 1976
 KB1258  PID         -  KB1258
 KB1258  STATE/COUNTY-  IL/FAYETTE
 KB1258  USGS QUAD   -  HERRICK (1982)
 KB1258
 KB1258                         *CURRENT SURVEY CONTROL
 KB1258  ___________________________________________________________________
 KB1258* NAD 83(1997)-  39 07 44.43031(N)    088 57 18.60117(W)     ADJUSTED  
 KB1258* NAVD 88     -       151.4    (meters)     497.     (feet)  VERTCON   
 KB1258  ___________________________________________________________________
 KB1258  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KB1258  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB1258
 KB1258  HORZ ORDER  -  SECOND
 KB1258
 KB1258.The horizontal coordinates were established by classical geodetic methods
 KB1258.and adjusted by the National Geodetic Survey in October 1999..
 KB1258
 KB1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1258
 KB1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1258
 KB1258.The geoid height was determined by GEOID03.
 KB1258
 KB1258;                    North         East     Units Scale Factor Converg.
 KB1258;SPC IL E     -   273,483.909   246,231.870   MT  1.00001058   -0 23 32.7
 KB1258;SPC IL E     -   897,255.12    807,845.73   sFT  1.00001058   -0 23 32.7
 KB1258;SPC IL W     -   273,989.483   804,752.460   MT  1.00007624   +0 45 52.6
 KB1258;SPC IL W     -   898,913.83  2,640,258.70   sFT  1.00007624   +0 45 52.6
 KB1258;UTM  16      - 4,332,913.017   330,999.783   MT  0.99995168   -1 14 02.9
 KB1258
 KB1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1258!SPC IL E     -   0.99998127  x   1.00001058  =   0.99999185
 KB1258!SPC IL W     -   0.99998127  x   1.00007624  =   1.00005751
 KB1258!UTM  16      -   0.99998127  x   0.99995168  =   0.99993295
 KB1258
 KB1258|---------------------------------------------------------------------|
 KB1258| PID    Reference Object                     Distance      Geod. Az  |
 KB1258|                                                           dddmmss.s |
 KB1258| KB1257 051 WB 8 IDOT A PT 1976              15.405 METERS 21337     |
 KB1258| KB1259 DEAN HILLS                          APPROX. 2.8 KM 3360855.5 |
 KB1258|---------------------------------------------------------------------|
 KB1258
 KB1258                          SUPERSEDED SURVEY CONTROL
 KB1258
 KB1258  NAD 83(1986)-  39 07 44.44562(N)    088 57 18.58938(W) AD(       ) 2
 KB1258  NAD 27      -  39 07 44.30244(N)    088 57 18.34259(W) AD(       ) 2
 KB1258  NGVD 29 (07/19/86)  151.5    (m)          497.     (f) VERT ANG       
 KB1258
 KB1258.Superseded values are not recommended for survey control.
 KB1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1258.See file dsdata.txt to determine how the superseded data were derived.
 KB1258
 KB1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ3100032913(NAD 83)
 KB1258_MARKER: DD = SURVEY DISK
 KB1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1258_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1258+STABILITY: SURFACE MOTION
 KB1258
 KB1258  HISTORY     - Date     Condition        Report By
 KB1258  HISTORY     - 1976     MONUMENTED       ILDT
 KB1258
 KB1258                          STATION DESCRIPTION
 KB1258
 KB1258'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976 (LHW)
 KB1258'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF PANA, 14
 KB1258'MILES NORTHEAST OF VANDALIA, 8 MILES EAST-SOUTHEAST OF RAMSEY
 KB1258'AND ON ROAD RIGHT-OF-WAY.
 KB1258'
 KB1258'TO REACH THE STATION FROM THE POST OFFICE IN RAMSEY, GO NORTH
 KB1258'ON U.S. HIGHWAY 51 FOR 0.15 MILE TO EAST MAIN STREET.  TURN
 KB1258'RIGHT AND GO EAST ON A PAVED ROAD FOR 6.35 MILES TO A CROSSROAD
 KB1258'AND SIGN DEAN HILLS, CONTINUE EAST FOR 1.8 MILE TO THE
 KB1258'KASKASKIS RIVER BRIDGE, CONTINUE EAST ON PAVED ROAD FOR 1.0
 KB1258'MILE TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT.
 KB1258'
 KB1258'STATION MARK, A STANDARD ILLINOIS DEPARTMENT OF TRANSPORTATION
 KB1258'DISK STAMPED 051WB8 1970, IS SET IN THE TOP OF A 6 INCH SQUARE
 KB1258'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KB1258'50 FEET NORTHWEST OF THE CENTER OF ROAD INTERSECTION, 22 FEET
 KB1258'NORTH OF THE CENTER OF ROAD AND 18.5 FEET WEST OF A POWERLINE
 KB1258'POLE WITH GUY WIRE.
 KB1258'
 KB1258'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DEAN
 KB1258'HILLS, DISTANCE BEING 2818.036 METERS, SOUTH-SOUTHEAST OF THE
 KB1258'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2905 ***********************************************************************
 ME2905  DESIGNATION -  052 COC
 ME2905  PID         -  ME2905
 ME2905  STATE/COUNTY-  IL/COOK
 ME2905  USGS QUAD   -  LAKE CALUMET (1997)
 ME2905
 ME2905                         *CURRENT SURVEY CONTROL
 ME2905  ___________________________________________________________________
 ME2905* NAD 83(1997)-  41 39 06.98910(N)    087 33 02.00106(W)     ADJUSTED  
 ME2905* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 ME2905  ___________________________________________________________________
 ME2905  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 ME2905  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2905
 ME2905  HORZ ORDER  -  SECOND
 ME2905
 ME2905.The horizontal coordinates were established by classical geodetic methods
 ME2905.and adjusted by the National Geodetic Survey in October 1999..
 ME2905
 ME2905.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2905
 ME2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2905
 ME2905.The geoid height was determined by GEOID03.
 ME2905
 ME2905;                    North         East     Units Scale Factor Converg.
 ME2905;SPC IL E     -   553,740.775   365,204.534   MT  1.00002730   +0 31 12.9
 ME2905;SPC IL E     - 1,816,731.19  1,198,175.21   sFT  1.00002730   +0 31 12.9
 ME2905;UTM  16      - 4,611,279.239   454,156.565   MT  0.99962586   -0 21 57.3
 ME2905
 ME2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2905!SPC IL E     -   0.99997735  x   1.00002730  =   1.00000465
 ME2905!UTM  16      -   0.99997735  x   0.99962586  =   0.99960321
 ME2905
 ME2905:                Primary Azimuth Mark                     Grid Az
 ME2905:SPC IL E     -  STD 140 COC                              091 39 45.8
 ME2905:UTM  16      -  STD 140 COC                              092 32 56.0
 ME2905
 ME2905|---------------------------------------------------------------------|
 ME2905| PID    Reference Object                     Distance      Geod. Az  |
 ME2905|                                                           dddmmss.s |
 ME2905| ME2879 STD 140 COC                         APPROX. 0.6 KM 0921058.7 |
 ME2905| ME2509 HAMMOND RADIO STA WJOB MAST         APPROX. 8.5 KM 1355106.2 |
 ME2905| ME2906 052 COC TPT                           7.122 METERS 31837     |
 ME2905|---------------------------------------------------------------------|
 ME2905
 ME2905                          SUPERSEDED SURVEY CONTROL
 ME2905
 ME2905  NAD 83(1997)-  41 39 06.98921(N)    087 33 02.00112(W) AD(       ) 2
 ME2905  NAD 83(1997)-  41 39 06.99438(N)    087 33 02.00895(W) AD(       ) 2
 ME2905  NAD 83(1986)-  41 39 06.99443(N)    087 33 02.00872(W) AD(       ) 2
 ME2905  NAD 27      -  41 39 06.86772(N)    087 33 01.85511(W) AD(       ) 2
 ME2905  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 ME2905
 ME2905.Superseded values are not recommended for survey control.
 ME2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2905.See file dsdata.txt to determine how the superseded data were derived.
 ME2905
 ME2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5415711279(NAD 83)
 ME2905_MARKER: DD = SURVEY DISK
 ME2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2905+STABILITY: SURFACE MOTION
 ME2905
 ME2905  HISTORY     - Date     Condition        Report By
 ME2905  HISTORY     - 1977     MONUMENTED       IL1670
 ME2905
 ME2905                          STATION DESCRIPTION
 ME2905
 ME2905'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2905'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2905'AT THE NORTHEAST CORNER OF THE INTERSECTION OF SOUTH BRAINARD
 ME2905'AVENUE AND EAST 134TH STREET. ADDRESS IS 3002 EAST 134TH STREET.
 ME2905'
 ME2905'STATION MARKS, BRONZE SURFACE DISK STAMPED---052 1977---AND SET
 ME2905'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2905'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2905'
 ME2905'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2905'MARK. THE STATION IS 1.0 FEET SOUTH OF THE NORTH LINE OF EAST
 ME2905'134TH STREET AND 71.0 FEET SOUTHWEST OF THE NORTHEAST LINE OF
 ME2905'SOUTH BRAINARD AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2671 ***********************************************************************
 ME2671  DESIGNATION -  053 COC
 ME2671  PID         -  ME2671
 ME2671  STATE/COUNTY-  IL/COOK
 ME2671  USGS QUAD   -  JACKSON PARK (1993)
 ME2671
 ME2671                         *CURRENT SURVEY CONTROL
 ME2671  ___________________________________________________________________
 ME2671* NAD 83(1997)-  41 46 25.28558(N)    087 33 59.09254(W)     ADJUSTED  
 ME2671* NAVD 88     -       178.6    (meters)     586.     (feet)  VERTCON   
 ME2671  ___________________________________________________________________
 ME2671  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 ME2671  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2671
 ME2671  HORZ ORDER  -  SECOND
 ME2671
 ME2671.The horizontal coordinates were established by classical geodetic methods
 ME2671.and adjusted by the National Geodetic Survey in October 1999..
 ME2671
 ME2671.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2671
 ME2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2671
 ME2671.The geoid height was determined by GEOID03.
 ME2671
 ME2671;                    North         East     Units Scale Factor Converg.
 ME2671;SPC IL E     -   567,251.089   363,763.065   MT  1.00002501   +0 30 39.4
 ME2671;SPC IL E     - 1,861,056.28  1,193,445.99   sFT  1.00002501   +0 30 39.4
 ME2671;UTM  16      - 4,624,804.847   452,924.959   MT  0.99962727   -0 22 38.4
 ME2671
 ME2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2671!SPC IL E     -   0.99997724  x   1.00002501  =   1.00000225
 ME2671!UTM  16      -   0.99997724  x   0.99962727  =   0.99960452
 ME2671
 ME2671:                Primary Azimuth Mark                     Grid Az
 ME2671:SPC IL E     -  SIXTY EIGHTH STREET CRIB LIGHT           063 43 45.5
 ME2671:UTM  16      -  SIXTY EIGHTH STREET CRIB LIGHT           064 37 03.3
 ME2671
 ME2671|---------------------------------------------------------------------|
 ME2671| PID    Reference Object                     Distance      Geod. Az  |
 ME2671|                                                           dddmmss.s |
 ME2671| ME2668 SIXTY EIGHTH STREET CRIB LIGHT      APPROX. 3.2 KM 0641424.9 |
 ME2671| ME2693 054 COC                             APPROX. 2.6 KM 3433412.9 |
 ME2671|---------------------------------------------------------------------|
 ME2671
 ME2671                          SUPERSEDED SURVEY CONTROL
 ME2671
 ME2671  NAD 83(1997)-  41 46 25.28579(N)    087 33 59.09280(W) AD(       ) 2
 ME2671  NAD 83(1997)-  41 46 25.29087(N)    087 33 59.10259(W) AD(       ) 2
 ME2671  NAD 83(1986)-  41 46 25.29115(N)    087 33 59.10192(W) AD(       ) 2
 ME2671  NAD 27      -  41 46 25.16416(N)    087 33 58.93296(W) AD(       ) 2
 ME2671  NGVD 29 (07/19/86)  178.7    (m)          586.     (f) VERT ANG       
 ME2671
 ME2671.Superseded values are not recommended for survey control.
 ME2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2671.See file dsdata.txt to determine how the superseded data were derived.
 ME2671
 ME2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5292524805(NAD 83)
 ME2671_MARKER: DD = SURVEY DISK
 ME2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2671+STABILITY: SURFACE MOTION
 ME2671
 ME2671  HISTORY     - Date     Condition        Report By
 ME2671  HISTORY     - 1977     MONUMENTED       IL1670
 ME2671
 ME2671                          STATION DESCRIPTION
 ME2671
 ME2671'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2671'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2671'AT THE NORTHEAST CORNER OF THE INTERSECTION OF EAST 67TH STREET
 ME2671'AND SOUTH SHORE DRIVE AT THE EAST END OF THE LAND. NO ADDRESS.
 ME2671'
 ME2671'STATION MARKS, BRONZE SURFACE DISK STAMPED---053 1977---AND SET
 ME2671'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2671'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2671'
 ME2671'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2671'MARK. THE STATION IS 79.60 FEET NORTH OF THE SOUTH LINE OF EAST
 ME2671'67TH STREET AND 114.0 FEET EAST OF THE WEST LINE OF SOUTH SHORE
 ME2671'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2912 ***********************************************************************
 ME2912  DESIGNATION -  056 COC
 ME2912  PID         -  ME2912
 ME2912  STATE/COUNTY-  IL/COOK
 ME2912  USGS QUAD   -  LAKE CALUMET (1997)
 ME2912
 ME2912                         *CURRENT SURVEY CONTROL
 ME2912  ___________________________________________________________________
 ME2912* NAD 83(1997)-  41 43 04.87415(N)    087 37 22.91006(W)     ADJUSTED  
 ME2912* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 ME2912  ___________________________________________________________________
 ME2912  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 ME2912  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME2912
 ME2912  HORZ ORDER  -  SECOND
 ME2912
 ME2912.The horizontal coordinates were established by classical geodetic methods
 ME2912.and adjusted by the National Geodetic Survey in October 1999..
 ME2912
 ME2912.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2912
 ME2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2912
 ME2912.The geoid height was determined by GEOID03.
 ME2912
 ME2912;                    North         East     Units Scale Factor Converg.
 ME2912;SPC IL E     -   561,027.604   359,106.917   MT  1.00001797   +0 28 21.7
 ME2912;SPC IL E     - 1,840,638.06  1,178,169.94   sFT  1.00001797   +0 28 21.7
 ME2912;UTM  16      - 4,618,656.659   448,174.802   MT  0.99963305   -0 24 52.6
 ME2912
 ME2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2912!SPC IL E     -   0.99997671  x   1.00001797  =   0.99999468
 ME2912!UTM  16      -   0.99997671  x   0.99963305  =   0.99960977
 ME2912
 ME2912|---------------------------------------------------------------------|
 ME2912| PID    Reference Object                     Distance      Geod. Az  |
 ME2912|                                                           dddmmss.s |
 ME2912| ME2911 056 COC TPT                           7.438 METERS 04635     |
 ME2912| ME2964 CHICAGO FIRE DEPT TWR               APPROX. 3.2 KM 2422732.5 |
 ME2912|---------------------------------------------------------------------|
 ME2912
 ME2912                          SUPERSEDED SURVEY CONTROL
 ME2912
 ME2912  NAD 83(1997)-  41 43 04.87429(N)    087 37 22.91027(W) AD(       ) 2
 ME2912  NAD 83(1997)-  41 43 04.87888(N)    087 37 22.91903(W) AD(       ) 2
 ME2912  NAD 83(1986)-  41 43 04.87917(N)    087 37 22.91863(W) AD(       ) 2
 ME2912  NAD 27      -  41 43 04.75533(N)    087 37 22.74737(W) AD(       ) 2
 ME2912  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 ME2912
 ME2912.Superseded values are not recommended for survey control.
 ME2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2912.See file dsdata.txt to determine how the superseded data were derived.
 ME2912
 ME2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4817518657(NAD 83)
 ME2912_MARKER: DD = SURVEY DISK
 ME2912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2912+STABILITY: SURFACE MOTION
 ME2912
 ME2912  HISTORY     - Date     Condition        Report By
 ME2912  HISTORY     - 1977     MONUMENTED       IL1670
 ME2912
 ME2912                          STATION DESCRIPTION
 ME2912
 ME2912'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2912'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2912'ON THE EAST LINE OF SOUTH STATE STREET APPROXIMATELY 640 FEET
 ME2912'NORTH OF THE NORTH LINE OF WEST 98TH STREET. ADDRESS IS 9701
 ME2912'SOUTH STATE STREET.
 ME2912'
 ME2912'THE STATION MARKS,A BRONZE SURFACE DISK STAMPED---056 1977---AND
 ME2912'SET IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2912'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2912'
 ME2912'A BRONZE UNDERGROUND DISK IS SET IN CONCRETE 5 FEET BELOW THE
 ME2912'SURFACE MARK. THE STATION IS LOCATED 71.8 FEET EAST OF THE
 ME2912'FENCE ON THE EAST LINE OF THE DAN RYAN EXPRESSWAY, 36.0 FEET
 ME2912'SOUTHWESTERLY OF A PARK DISTRICT LIGHT STANDARD, 43.5 FEET
 ME2912'NORTH OF LIGHT STANDARD 97-3, 45.8 FEET SOUTHEASTERLY OF LIGHT
 ME2912'STANDARD 97-1 AND 2.0 FEET EAST OF THE EAST EDGE OF THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2680 ***********************************************************************
 ME2680  DESIGNATION -  057 COC
 ME2680  PID         -  ME2680
 ME2680  STATE/COUNTY-  IL/COOK
 ME2680  USGS QUAD   -  JACKSON PARK (1993)
 ME2680
 ME2680                         *CURRENT SURVEY CONTROL
 ME2680  ___________________________________________________________________
 ME2680* NAD 83(1997)-  41 46 23.56925(N)    087 36 25.49752(W)     ADJUSTED  
 ME2680* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 ME2680  ___________________________________________________________________
 ME2680  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 ME2680  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2680
 ME2680  HORZ ORDER  -  SECOND
 ME2680
 ME2680.The horizontal coordinates were established by classical geodetic methods
 ME2680.and adjusted by the National Geodetic Survey in October 1999..
 ME2680
 ME2680.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2680
 ME2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2680
 ME2680.The geoid height was determined by GEOID03.
 ME2680
 ME2680;                    North         East     Units Scale Factor Converg.
 ME2680;SPC IL E     -   567,168.784   360,382.273   MT  1.00001985   +0 29 01.8
 ME2680;SPC IL E     - 1,860,786.25  1,182,354.17   sFT  1.00001985   +0 29 01.8
 ME2680;UTM  16      - 4,624,774.974   449,544.627   MT  0.99963133   -0 24 16.0
 ME2680
 ME2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2680!SPC IL E     -   0.99997703  x   1.00001985  =   0.99999688
 ME2680!UTM  16      -   0.99997703  x   0.99963133  =   0.99960837
 ME2680
 ME2680:                Primary Azimuth Mark                     Grid Az
 ME2680:SPC IL E     -  058 COC                                  090 53 12.0
 ME2680:UTM  16      -  058 COC                                  091 46 29.8
 ME2680
 ME2680|---------------------------------------------------------------------|
 ME2680| PID    Reference Object                     Distance      Geod. Az  |
 ME2680|                                                           dddmmss.s |
 ME2680| ME2678 058 COC                             449.569 METERS 0912213.8 |
 ME2680| ME2679 057 COC TPT                           9.464 METERS 09424     |
 ME2680|---------------------------------------------------------------------|
 ME2680
 ME2680                          SUPERSEDED SURVEY CONTROL
 ME2680
 ME2680  NAD 83(1997)-  41 46 23.56943(N)    087 36 25.49779(W) AD(       ) 2
 ME2680  NAD 83(1997)-  41 46 23.57410(N)    087 36 25.50753(W) AD(       ) 2
 ME2680  NAD 83(1986)-  41 46 23.57445(N)    087 36 25.50688(W) AD(       ) 2
 ME2680  NAD 27      -  41 46 23.45019(N)    087 36 25.33255(W) AD(       ) 2
 ME2680  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 ME2680
 ME2680.Superseded values are not recommended for survey control.
 ME2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2680.See file dsdata.txt to determine how the superseded data were derived.
 ME2680
 ME2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4954524775(NAD 83)
 ME2680_MARKER: DD = SURVEY DISK
 ME2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2680+STABILITY: SURFACE MOTION
 ME2680
 ME2680  HISTORY     - Date     Condition        Report By
 ME2680  HISTORY     - 1977     MONUMENTED       IL1670
 ME2680
 ME2680                          STATION DESCRIPTION
 ME2680
 ME2680'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2680'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2680'AT THE NORTHWEST CORNER OF THE INTERSECTION OF EAST 67TH STREET
 ME2680'AND SOUTH EVANS AVENUE. ADDRESS IS 6658 SOUTH EVANS AVENUE.
 ME2680'
 ME2680'STATION MARKS, BRONZE SURFACE DISK STAMPED---057 1977---AND SET
 ME2680'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2680'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2680'
 ME2680'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2680'MARK. THE STATION IS 1.60 FEET NORTH OF THE NORTH LINE OF EAST
 ME2680'67TH STREET AND 16.1 FEET EAST OF THE WEST LINE OF SOUTH EVANS
 ME2680'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2691 ***********************************************************************
 ME2691  DESIGNATION -  059 COC
 ME2691  PID         -  ME2691
 ME2691  STATE/COUNTY-  IL/COOK
 ME2691  USGS QUAD   -  JACKSON PARK (1993)
 ME2691
 ME2691                         *CURRENT SURVEY CONTROL
 ME2691  ___________________________________________________________________
 ME2691* NAD 83(1997)-  41 45 06.85308(N)    087 32 56.22348(W)     ADJUSTED  
 ME2691* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 ME2691  ___________________________________________________________________
 ME2691  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 ME2691  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2691
 ME2691  HORZ ORDER  -  SECOND
 ME2691
 ME2691.The horizontal coordinates were established by classical geodetic methods
 ME2691.and adjusted by the National Geodetic Survey in October 1999..
 ME2691
 ME2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2691
 ME2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2691
 ME2691.The geoid height was determined by GEOID03.
 ME2691
 ME2691;                    North         East     Units Scale Factor Converg.
 ME2691;SPC IL E     -   564,844.388   365,237.100   MT  1.00002735   +0 31 20.4
 ME2691;SPC IL E     - 1,853,160.30  1,198,282.05   sFT  1.00002735   +0 31 20.4
 ME2691;UTM  16      - 4,622,376.559   454,360.940   MT  0.99962563   -0 21 56.0
 ME2691
 ME2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2691!SPC IL E     -   0.99997719  x   1.00002735  =   1.00000454
 ME2691!UTM  16      -   0.99997719  x   0.99962563  =   0.99960283
 ME2691
 ME2691:                Primary Azimuth Mark                     Grid Az
 ME2691:SPC IL E     -  PAVIA                                    038 18 19.5
 ME2691:UTM  16      -  PAVIA                                    039 11 35.9
 ME2691
 ME2691|---------------------------------------------------------------------|
 ME2691| PID    Reference Object                     Distance      Geod. Az  |
 ME2691|                                                           dddmmss.s |
 ME2691| ME2669 PAVIA                               APPROX. 0.8 KM 0384939.9 |
 ME2691| ME2690 059 COC TPT                           3.814 METERS 03850     |
 ME2691|---------------------------------------------------------------------|
 ME2691
 ME2691                          SUPERSEDED SURVEY CONTROL
 ME2691
 ME2691  NAD 83(1997)-  41 45 06.85329(N)    087 32 56.22369(W) AD(       ) 2
 ME2691  NAD 83(1997)-  41 45 06.85855(N)    087 32 56.23308(W) AD(       ) 2
 ME2691  NAD 83(1986)-  41 45 06.85877(N)    087 32 56.23244(W) AD(       ) 2
 ME2691  NAD 27      -  41 45 06.73059(N)    087 32 56.06875(W) AD(       ) 2
 ME2691  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 ME2691
 ME2691.Superseded values are not recommended for survey control.
 ME2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2691.See file dsdata.txt to determine how the superseded data were derived.
 ME2691
 ME2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5436122377(NAD 83)
 ME2691_MARKER: DD = SURVEY DISK
 ME2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2691+STABILITY: SURFACE MOTION
 ME2691
 ME2691  HISTORY     - Date     Condition        Report By
 ME2691  HISTORY     - 1977     MONUMENTED       IL1670
 ME2691
 ME2691                          STATION DESCRIPTION
 ME2691
 ME2691'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2691'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO AT
 ME2691'THE SOUTHEAST CORNER OF THE INTERSECTION OF SOUTH COLES AVENUE
 ME2691'AND EAST 79TH STREET. ADDRESS IS 3105 EAST 79TH STREET.
 ME2691'
 ME2691'STATION MARKS, BRONZE SURFACE DISK STAMPED---059 1977---AND SET
 ME2691'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2691'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2691'
 ME2691'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2691'MARK. THE STATION IS 11.40 FEET NORTH OF THE SOUTH LINE OF EAST
 ME2691'79TH STREET AND 52.60 FEET EAST OF THE EAST LINE OF SOUTH COLES
 ME2691'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2910 ***********************************************************************
 ME2910  DESIGNATION -  060 COC
 ME2910  PID         -  ME2910
 ME2910  STATE/COUNTY-  IL/COOK
 ME2910  USGS QUAD   -  LAKE CALUMET (1997)
 ME2910
 ME2910                         *CURRENT SURVEY CONTROL
 ME2910  ___________________________________________________________________
 ME2910* NAD 83(1997)-  41 44 12.31309(N)    087 35 32.05722(W)     ADJUSTED  
 ME2910* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 ME2910  ___________________________________________________________________
 ME2910  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 ME2910  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2910
 ME2910  HORZ ORDER  -  SECOND
 ME2910
 ME2910.The horizontal coordinates were established by classical geodetic methods
 ME2910.and adjusted by the National Geodetic Survey in October 1999..
 ME2910
 ME2910.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2910
 ME2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2910
 ME2910.The geoid height was determined by GEOID03.
 ME2910
 ME2910;                    North         East     Units Scale Factor Converg.
 ME2910;SPC IL E     -   563,129.812   361,651.375   MT  1.00002175   +0 29 36.1
 ME2910;SPC IL E     - 1,847,535.06  1,186,517.89   sFT  1.00002175   +0 29 36.1
 ME2910;UTM  16      - 4,620,718.404   450,750.513   MT  0.99962985   -0 23 39.4
 ME2910
 ME2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2910!SPC IL E     -   0.99997734  x   1.00002175  =   0.99999909
 ME2910!UTM  16      -   0.99997734  x   0.99962985  =   0.99960720
 ME2910
 ME2910|---------------------------------------------------------------------|
 ME2910| PID    Reference Object                     Distance      Geod. Az  |
 ME2910|                                                           dddmmss.s |
 ME2910| ME2909 060 COC TPT                           3.973 METERS 16725     |
 ME2910| ME2894 CHICAGO ARGON ELEC RAD TWR          288.568 METERS 27339     |
 ME2910| ME2893 AVALON                              APPROX. 0.7 KM 3473310.9 |
 ME2910|---------------------------------------------------------------------|
 ME2910
 ME2910                          SUPERSEDED SURVEY CONTROL
 ME2910
 ME2910  NAD 83(1997)-  41 44 12.31326(N)    087 35 32.05743(W) AD(       ) 2
 ME2910  NAD 83(1997)-  41 44 12.31811(N)    087 35 32.06654(W) AD(       ) 2
 ME2910  NAD 83(1986)-  41 44 12.31838(N)    087 35 32.06602(W) AD(       ) 2
 ME2910  NAD 27      -  41 44 12.19276(N)    087 35 31.89746(W) AD(       ) 2
 ME2910  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 ME2910
 ME2910.Superseded values are not recommended for survey control.
 ME2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2910.See file dsdata.txt to determine how the superseded data were derived.
 ME2910
 ME2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5075120718(NAD 83)
 ME2910_MARKER: DD = SURVEY DISK
 ME2910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2910+STABILITY: SURFACE MOTION
 ME2910
 ME2910  HISTORY     - Date     Condition        Report By
 ME2910  HISTORY     - 1977     MONUMENTED       IL1670
 ME2910
 ME2910                          STATION DESCRIPTION
 ME2910
 ME2910'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2910'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2910'AT THE INTERSECTION OF THE SOUTH LINE OF EAST 87TH STREET WITH
 ME2910'THE EAST LINE OF SOUTH KIMBARK AVENUE EXTENDED SOUTH. ADDRESS
 ME2910'IS 1317 EAST 87TH STREET.
 ME2910'
 ME2910'STATION MARKS, BRONZE SURFACE DISK STAMPED---060 1977---AND SET
 ME2910'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2910'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2910'
 ME2910'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2910'MARK. THE STATION IS 25.4 FEET EAST OF THE EAST LINE OF SOUTH
 ME2910'KIMBARK AVENUE EXTENDED SOUTH AND 7.0 FEET NORTH OF THE SOUTH
 ME2910'LINE OF EAST 87TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2891 ***********************************************************************
 ME2891  DESIGNATION -  061 COC
 ME2891  PID         -  ME2891
 ME2891  STATE/COUNTY-  IL/COOK
 ME2891  USGS QUAD   -  LAKE CALUMET (1997)
 ME2891
 ME2891                         *CURRENT SURVEY CONTROL
 ME2891  ___________________________________________________________________
 ME2891* NAD 83(1997)-  41 42 26.84653(N)    087 35 10.23228(W)     ADJUSTED  
 ME2891* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 ME2891  ___________________________________________________________________
 ME2891  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 ME2891  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2891
 ME2891  HORZ ORDER  -  SECOND
 ME2891
 ME2891.The horizontal coordinates were established by classical geodetic methods
 ME2891.and adjusted by the National Geodetic Survey in October 1999..
 ME2891
 ME2891.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2891
 ME2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2891
 ME2891.The geoid height was determined by GEOID03.
 ME2891
 ME2891;                    North         East     Units Scale Factor Converg.
 ME2891;SPC IL E     -   559,880.347   362,183.953   MT  1.00002257   +0 29 49.6
 ME2891;SPC IL E     - 1,836,874.11  1,188,265.19   sFT  1.00002257   +0 29 49.6
 ME2891;UTM  16      - 4,617,462.359   451,232.514   MT  0.99962927   -0 23 24.0
 ME2891
 ME2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2891!SPC IL E     -   0.99997609  x   1.00002257  =   0.99999866
 ME2891!UTM  16      -   0.99997609  x   0.99962927  =   0.99960537
 ME2891
 ME2891|---------------------------------------------------------------------|
 ME2891| PID    Reference Object                     Distance      Geod. Az  |
 ME2891|                                                           dddmmss.s |
 ME2891| ME2890 061 COC TPT                          10.152 METERS 08822     |
 ME2891| ME2895 CHICAGO ELECTRO DIVISION TANK       APPROX. 1.0 KM 2741703.0 |
 ME2891| ME2892 CHICAGO VERSON PRESS CO TANK        APPROX. 1.8 KM 3523106.2 |
 ME2891|---------------------------------------------------------------------|
 ME2891
 ME2891                          SUPERSEDED SURVEY CONTROL
 ME2891
 ME2891  NAD 83(1997)-  41 42 26.84669(N)    087 35 10.23243(W) AD(       ) 2
 ME2891  NAD 83(1997)-  41 42 26.85161(N)    087 35 10.24107(W) AD(       ) 2
 ME2891  NAD 83(1986)-  41 42 26.85182(N)    087 35 10.24064(W) AD(       ) 2
 ME2891  NAD 27      -  41 42 26.72575(N)    087 35 10.07680(W) AD(       ) 2
 ME2891  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 ME2891
 ME2891.Superseded values are not recommended for survey control.
 ME2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2891.See file dsdata.txt to determine how the superseded data were derived.
 ME2891
 ME2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5123317462(NAD 83)
 ME2891_MARKER: DD = SURVEY DISK
 ME2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2891+STABILITY: SURFACE MOTION
 ME2891
 ME2891  HISTORY     - Date     Condition        Report By
 ME2891  HISTORY     - 1977     MONUMENTED       IL1670
 ME2891
 ME2891                          STATION DESCRIPTION
 ME2891
 ME2891'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2891'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2891'AT THE SOUTHBOUND LANE OF SOUTH STONY ISLAND AVENUE BRIDGE OVER
 ME2891'EAST 103RD STREET. NO ADDRESS.
 ME2891'
 ME2891'THE STATION MARK IS A BRONZE DISK STAMPED---061 1977---AND SET
 ME2891'IN THE TOP OF THE CONCRETE SHOULDER APRON OF THE SOUTHBOUND LANE
 ME2891'OF THE STONY ISLAND AVENUE BRIDGE WITH THE INSCRIPTION CITY OF
 ME2891'CHICAGO TRIANGULATION STATION.
 ME2891'
 ME2891'THE STATION IS 130.7 FEET SOUTH OF THE CENTERLINE OF EAST 103RD
 ME2891'STREET EXTENDED FROM THE WEST AND 19.7 FEET EAST OF THE
 ME2891'CENTERLINE OF THE SOUTHBOUND LANE OF SOUTH STONY ISLAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2896 ***********************************************************************
 ME2896  DESIGNATION -  062 COC
 ME2896  PID         -  ME2896
 ME2896  STATE/COUNTY-  IL/COOK
 ME2896  USGS QUAD   -  LAKE CALUMET (1997)
 ME2896
 ME2896                         *CURRENT SURVEY CONTROL
 ME2896  ___________________________________________________________________
 ME2896* NAD 83(1997)-  41 40 43.59167(N)    087 36 04.26887(W)     ADJUSTED  
 ME2896* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 ME2896  ___________________________________________________________________
 ME2896  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME2896  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2896
 ME2896  HORZ ORDER  -  SECOND
 ME2896
 ME2896.The horizontal coordinates were established by classical geodetic methods
 ME2896.and adjusted by the National Geodetic Survey in October 1999..
 ME2896
 ME2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2896
 ME2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2896
 ME2896.The geoid height was determined by GEOID03.
 ME2896
 ME2896;                    North         East     Units Scale Factor Converg.
 ME2896;SPC IL E     -   556,684.043   360,961.766   MT  1.00002071   +0 29 12.7
 ME2896;SPC IL E     - 1,826,387.56  1,184,255.39   sFT  1.00002071   +0 29 12.7
 ME2896;UTM  16      - 4,614,286.600   449,961.498   MT  0.99963081   -0 23 59.2
 ME2896
 ME2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2896!SPC IL E     -   0.99997734  x   1.00002071  =   0.99999805
 ME2896!UTM  16      -   0.99997734  x   0.99963081  =   0.99960816
 ME2896
 ME2896:                Primary Azimuth Mark                     Grid Az
 ME2896:SPC IL E     -  CHICAGO ELECTRO DIVISION TANK            003 13 26.5
 ME2896:UTM  16      -  CHICAGO ELECTRO DIVISION TANK            004 06 38.4
 ME2896
 ME2896|---------------------------------------------------------------------|
 ME2896| PID    Reference Object                     Distance      Geod. Az  |
 ME2896|                                                           dddmmss.s |
 ME2896| ME2895 CHICAGO ELECTRO DIVISION TANK       APPROX. 3.3 KM 0034239.2 |
 ME2896| ME2897 062 COC TPT                          18.032 METERS 22241     |
 ME2896| ME2898 CHICAGO SHERWIN WILLIAMS TANK       APPROX. 0.8 KM 3292233.3 |
 ME2896|---------------------------------------------------------------------|
 ME2896
 ME2896                          SUPERSEDED SURVEY CONTROL
 ME2896
 ME2896  NAD 83(1997)-  41 40 43.59182(N)    087 36 04.26898(W) AD(       ) 2
 ME2896  NAD 83(1997)-  41 40 43.59661(N)    087 36 04.27717(W) AD(       ) 2
 ME2896  NAD 83(1986)-  41 40 43.59687(N)    087 36 04.27682(W) AD(       ) 2
 ME2896  NAD 27      -  41 40 43.47067(N)    087 36 04.11405(W) AD(       ) 2
 ME2896  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 ME2896
 ME2896.Superseded values are not recommended for survey control.
 ME2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2896.See file dsdata.txt to determine how the superseded data were derived.
 ME2896
 ME2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4996114287(NAD 83)
 ME2896_MARKER: DD = SURVEY DISK
 ME2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2896+STABILITY: SURFACE MOTION
 ME2896
 ME2896  HISTORY     - Date     Condition        Report By
 ME2896  HISTORY     - 1977     MONUMENTED       IL1670
 ME2896
 ME2896                          STATION DESCRIPTION
 ME2896
 ME2896'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2896'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2896'AT THE EAST LINE OF THE FRONTAGE ROAD OF THE CALUMET EXPRESSWAY,
 ME2896'NORTH OF THE NORTH LINE EXTENDED EAST OF EAST 119TH STREET. NO
 ME2896'ADDRESS.
 ME2896'
 ME2896'STATION MARKS, BRONZE SURFACE DISK STAMPED---062 1977---AND SET
 ME2896'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2896'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2896'
 ME2896'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2896'MARK. THE STATION IS 56.0 FEET EAST OF THE EAST LINE OF THE
 ME2896'CALUMET EXPRESSWAY AND 125.0 FEET NORTH OF THE NORTH LINE OF
 ME2896'EAST 119TH STREET EXTENDED EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2903 ***********************************************************************
 ME2903  DESIGNATION -  063 COC
 ME2903  PID         -  ME2903
 ME2903  STATE/COUNTY-  IL/COOK
 ME2903  USGS QUAD   -  LAKE CALUMET (1997)
 ME2903
 ME2903                         *CURRENT SURVEY CONTROL
 ME2903  ___________________________________________________________________
 ME2903* NAD 83(1997)-  41 43 37.70737(N)    087 37 25.71052(W)     ADJUSTED  
 ME2903* NAVD 88     -       183.2    (meters)     601.     (feet)  VERTCON   
 ME2903  ___________________________________________________________________
 ME2903  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 ME2903  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2903
 ME2903  HORZ ORDER  -  SECOND
 ME2903
 ME2903.The horizontal coordinates were established by classical geodetic methods
 ME2903.and adjusted by the National Geodetic Survey in October 1999..
 ME2903
 ME2903.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2903
 ME2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2903
 ME2903.The geoid height was determined by GEOID03.
 ME2903
 ME2903;                    North         East     Units Scale Factor Converg.
 ME2903;SPC IL E     -   562,040.031   359,033.836   MT  1.00001787   +0 28 20.1
 ME2903;SPC IL E     - 1,843,959.67  1,177,930.18   sFT  1.00001787   +0 28 20.1
 ME2903;UTM  16      - 4,619,669.707   448,117.431   MT  0.99963312   -0 24 54.7
 ME2903
 ME2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2903!SPC IL E     -   0.99997651  x   1.00001787  =   0.99999438
 ME2903!UTM  16      -   0.99997651  x   0.99963312  =   0.99960964
 ME2903
 ME2903:                Primary Azimuth Mark                     Grid Az
 ME2903:SPC IL E     -  CHICAGO RAD STA KA 4106 MAST             343 37 18.4
 ME2903:UTM  16      -  CHICAGO RAD STA KA 4106 MAST             344 30 33.2
 ME2903
 ME2903|---------------------------------------------------------------------|
 ME2903| PID    Reference Object                     Distance      Geod. Az  |
 ME2903|                                                           dddmmss.s |
 ME2903| ME2712 CHICAGO RAD STA KA 4106 MAST        APPROX. 3.4 KM 3440538.5 |
 ME2903| ME2904 063 COC TPT                          10.002 METERS 34558     |
 ME2903|---------------------------------------------------------------------|
 ME2903
 ME2903                          SUPERSEDED SURVEY CONTROL
 ME2903
 ME2903  NAD 83(1997)-  41 43 37.70752(N)    087 37 25.71074(W) AD(       ) 2
 ME2903  NAD 83(1997)-  41 43 37.71208(N)    087 37 25.71965(W) AD(       ) 2
 ME2903  NAD 83(1986)-  41 43 37.71240(N)    087 37 25.71921(W) AD(       ) 2
 ME2903  NAD 27      -  41 43 37.58824(N)    087 37 25.54709(W) AD(       ) 2
 ME2903  NGVD 29 (07/19/86)  183.3    (m)          601.     (f) VERT ANG       
 ME2903
 ME2903.Superseded values are not recommended for survey control.
 ME2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2903.See file dsdata.txt to determine how the superseded data were derived.
 ME2903
 ME2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4811719670(NAD 83)
 ME2903_MARKER: DD = SURVEY DISK
 ME2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2903+STABILITY: SURFACE MOTION
 ME2903
 ME2903  HISTORY     - Date     Condition        Report By
 ME2903  HISTORY     - 1977     MONUMENTED       IL1670
 ME2903
 ME2903                          STATION DESCRIPTION
 ME2903
 ME2903'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2903'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2903'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SOUTH STATE
 ME2903'STREET AND EAST 92ND STREET. ADDRESS IS 9201 SOUTH STATE
 ME2903'STREET.
 ME2903'
 ME2903'STATION MARKS, BRONZE SURFACE DISK STAMPED---063 1977---AND SET
 ME2903'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2903'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2903'
 ME2903'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2903'MARK. THE STATION IS 9.0 FEET WEST OF THE EAST LINE OF SOUTH
 ME2903'STATE STREET AND 66.0 FEET SOUTH OF THE NORTH LINE OF EAST 92ND
 ME2903'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9262 ***********************************************************************
 AF9262  CBN         -  This is a Cooperative Base Network Control Station.
 AF9262  DESIGNATION -  0638
 AF9262  PID         -  AF9262
 AF9262  STATE/COUNTY-  IL/WOODFORD
 AF9262  USGS QUAD   -  METAMORA (1977)
 AF9262
 AF9262                         *CURRENT SURVEY CONTROL
 AF9262  ___________________________________________________________________
 AF9262* NAD 83(1997)-  40 47 30.89659(N)    089 20 56.01056(W)     ADJUSTED  
 AF9262* NAVD 88     -       244.2    (meters)     801.     (feet)  GPS OBS   
 AF9262  ___________________________________________________________________
 AF9262  X           -      54,953.666 (meters)                     COMP
 AF9262  Y           -  -4,835,567.615 (meters)                     COMP
 AF9262  Z           -   4,145,094.038 (meters)                     COMP
 AF9262  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 AF9262  ELLIP HEIGHT-         211.65  (meters)          (10/15/04) GPS OBS
 AF9262  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AF9262
 AF9262  HORZ ORDER  -  B
 AF9262  ELLP ORDER  -  FOURTH    CLASS II
 AF9262
 AF9262.The horizontal coordinates were established by GPS observations
 AF9262.and adjusted by the National Geodetic Survey in July 1998..
 AF9262
 AF9262.The orthometric height was determined by GPS observations and a
 AF9262.high-resolution geoid model.
 AF9262
 AF9262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9262
 AF9262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9262
 AF9262.The ellipsoidal height was determined by GPS observations
 AF9262.and is referenced to NAD 83.
 AF9262
 AF9262.The geoid height was determined by GEOID03.
 AF9262
 AF9262;                    North         East     Units Scale Factor Converg.
 AF9262;SPC IL W     -   458,240.518   769,015.855   MT  0.99999978   +0 32 03.4
 AF9262;SPC IL W     - 1,503,410.77  2,523,012.85   sFT  0.99999978   +0 32 03.4
 AF9262;UTM  16      - 4,518,312.815   301,826.404   MT  1.00008341   -1 32 06.2
 AF9262
 AF9262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9262!SPC IL W     -   0.99996680  x   0.99999978  =   0.99996658
 AF9262!UTM  16      -   0.99996680  x   1.00008341  =   1.00005021
 AF9262
 AF9262                          SUPERSEDED SURVEY CONTROL
 AF9262
 AF9262  ELLIP H (07/17/98)  211.67   (m)                       GP(       ) 4 1
 AF9262
 AF9262.Superseded values are not recommended for survey control.
 AF9262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9262.See file dsdata.txt to determine how the superseded data were derived.
 AF9262
 AF9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0182618313(NAD 83)
 AF9262_MARKER: I = METAL ROD
 AF9262_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9262_STAMPING: 0638
 AF9262_MARK LOGO: ILDT  
 AF9262_PROJECTION: FLUSH
 AF9262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9262+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF9262_ROD/PIPE-DEPTH: 3.7  meters
 AF9262_SLEEVE-DEPTH  : 1.0 meters
 AF9262
 AF9262  HISTORY     - Date     Condition        Report By
 AF9262  HISTORY     - 1995     MONUMENTED       ASCPC
 AF9262  HISTORY     - 20020121 POOR             INDIV
 AF9262
 AF9262                          STATION DESCRIPTION
 AF9262
 AF9262'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AF9262'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) NORTHEAST OF PEORIA, ON
 AF9262'THE EAST SIDE OF METAMORA AND AT THE JUNCTION OF STATE ROUTE 116 AND
 AF9262'EAST PARTRIDGE STREET ON ROAD RIGHT-OF-WAY.  TO REACH FROM THE
 AF9262'JUNCTION OF STATE ROUTES 89 AND 116 IN METAMORA, GO EAST ON ROUTE 116
 AF9262'FOR 0.62 MI (1.00 KM) TO THE STATION ON THE LEFT, 18.3 M (60.0 FT)
 AF9262'NORTH OF THE CENTER OF THE HIGHWAY, 21.5 M (70.5 FT) WEST OF THE
 AF9262'CENTER OF EAST PARTRIDGE STREET, 10.0 M (32.8 FT) SOUTH OF A
 AF9262'DOUBLE-TRUNK PINE TREE, 15.3 M (50.2 FT) WEST OF A STREET LIGHT POLE,
 AF9262'13.0 M (42.7 FT) NORTHWEST OF THE TOP CENTER OF A CONCRETE CULVERT
 AF9262'WITH METAL PIPE, AND 2.5 M (8.2 FT) WEST OF A CONCRETE RIGHT-OF-WAY
 AF9262'MARKER AT STEEL POST.
 AF9262
 AF9262                          STATION RECOVERY (2002)
 AF9262
 AF9262'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KEZ)
 AF9262'RECOVERED MARK  FOUND TO BE BENT AND UNUSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2688 ***********************************************************************
 ME2688  DESIGNATION -  064 COC
 ME2688  PID         -  ME2688
 ME2688  STATE/COUNTY-  IL/COOK
 ME2688  USGS QUAD   -  JACKSON PARK (1993)
 ME2688
 ME2688                         *CURRENT SURVEY CONTROL
 ME2688  ___________________________________________________________________
 ME2688* NAD 83(1997)-  41 45 43.09364(N)    087 37 28.91991(W)     ADJUSTED  
 ME2688* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 ME2688  ___________________________________________________________________
 ME2688  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 ME2688  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2688
 ME2688  HORZ ORDER  -  SECOND
 ME2688
 ME2688.The horizontal coordinates were established by classical geodetic methods
 ME2688.and adjusted by the National Geodetic Survey in October 1999..
 ME2688
 ME2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2688
 ME2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2688
 ME2688.The geoid height was determined by GEOID03.
 ME2688
 ME2688;                    North         East     Units Scale Factor Converg.
 ME2688;SPC IL E     -   565,907.814   358,927.804   MT  1.00001771   +0 28 19.2
 ME2688;SPC IL E     - 1,856,649.22  1,177,582.30   sFT  1.00001771   +0 28 19.2
 ME2688;UTM  16      - 4,623,537.180   448,071.357   MT  0.99963318   -0 24 57.9
 ME2688
 ME2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2688!SPC IL E     -   0.99997719  x   1.00001771  =   0.99999490
 ME2688!UTM  16      -   0.99997719  x   0.99963318  =   0.99961038
 ME2688
 ME2688:                Primary Azimuth Mark                     Grid Az
 ME2688:SPC IL E     -  CHATHAM                                  192 07 50.6
 ME2688:UTM  16      -  CHATHAM                                  193 01 07.7
 ME2688
 ME2688|---------------------------------------------------------------------|
 ME2688| PID    Reference Object                     Distance      Geod. Az  |
 ME2688|                                                           dddmmss.s |
 ME2688| ME2981 CHATHAM                             APPROX. 1.9 KM 1923609.8 |
 ME2688| ME2689 064 COC TPT                          10.009 METERS 19245     |
 ME2688|---------------------------------------------------------------------|
 ME2688
 ME2688                          SUPERSEDED SURVEY CONTROL
 ME2688
 ME2688  NAD 83(1997)-  41 45 43.09379(N)    087 37 28.92017(W) AD(       ) 2
 ME2688  NAD 83(1997)-  41 45 43.09833(N)    087 37 28.92967(W) AD(       ) 2
 ME2688  NAD 83(1986)-  41 45 43.09865(N)    087 37 28.92914(W) AD(       ) 2
 ME2688  NAD 27      -  41 45 42.97570(N)    087 37 28.75325(W) AD(       ) 2
 ME2688  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 ME2688
 ME2688.Superseded values are not recommended for survey control.
 ME2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2688.See file dsdata.txt to determine how the superseded data were derived.
 ME2688
 ME2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4807123537(NAD 83)
 ME2688_MARKER: DD = SURVEY DISK
 ME2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2688+STABILITY: SURFACE MOTION
 ME2688
 ME2688  HISTORY     - Date     Condition        Report By
 ME2688  HISTORY     - 1977     MONUMENTED       IL1670
 ME2688
 ME2688                          STATION DESCRIPTION
 ME2688
 ME2688'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2688'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2688'AT THE NORTHEAST CORNER OF THE INTERSECTION OF SOUTH STATE
 ME2688'STREET AND EAST 73RD STREET. ADDRESS IS 7259 SOUTH STATE
 ME2688'STREET.
 ME2688'
 ME2688'STATION MARKS, BRONZE SURFACE DISK STAMPED---064 1977---AND SET
 ME2688'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2688'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2688'
 ME2688'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2688'MARK. THE STATION IS 2.0 FEET NORTH OF THE NORTH LINE OF EAST
 ME2688'73RD STREET AND 15.0 FEET WEST OF THE EAST LINE OF SOUTH STATE
 ME2688'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2975 ***********************************************************************
 ME2975  DESIGNATION -  065 COC
 ME2975  PID         -  ME2975
 ME2975  STATE/COUNTY-  IL/COOK
 ME2975  USGS QUAD   -  BLUE ISLAND (1997)
 ME2975
 ME2975                         *CURRENT SURVEY CONTROL
 ME2975  ___________________________________________________________________
 ME2975* NAD 83(1997)-  41 41 50.29225(N)    087 40 58.06676(W)     ADJUSTED  
 ME2975* NAVD 88     -       197.     (meters)     646.     (feet)  VERTCON   
 ME2975  ___________________________________________________________________
 ME2975  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ME2975  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2975
 ME2975  HORZ ORDER  -  SECOND
 ME2975
 ME2975.The horizontal coordinates were established by classical geodetic methods
 ME2975.and adjusted by the National Geodetic Survey in October 1999..
 ME2975
 ME2975.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2975
 ME2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2975
 ME2975.The geoid height was determined by GEOID03.
 ME2975
 ME2975;                    North         East     Units Scale Factor Converg.
 ME2975;SPC IL E     -   558,687.330   354,150.945   MT  1.00001107   +0 25 57.9
 ME2975;SPC IL E     - 1,832,960.02  1,161,910.23   sFT  1.00001107   +0 25 57.9
 ME2975;UTM  16      - 4,616,394.253   443,185.077   MT  0.99963972   -0 27 15.1
 ME2975
 ME2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2975!SPC IL E     -   0.99997436  x   1.00001107  =   0.99998543
 ME2975!UTM  16      -   0.99997436  x   0.99963972  =   0.99961408
 ME2975
 ME2975|---------------------------------------------------------------------|
 ME2975| PID    Reference Object                     Distance      Geod. Az  |
 ME2975|                                                           dddmmss.s |
 ME2975| ME2969 066 COC                             110.428 METERS 09514     |
 ME2975| ME2967 CRESCENT                            APPROX. 0.5 KM 0953134.8 |
 ME2975| ME2974 065 COC TPT                           7.762 METERS 09533     |
 ME2975|---------------------------------------------------------------------|
 ME2975
 ME2975                          SUPERSEDED SURVEY CONTROL
 ME2975
 ME2975  NAD 83(1997)-  41 41 50.29235(N)    087 40 58.06699(W) AD(       ) 2
 ME2975  NAD 83(1997)-  41 41 50.29647(N)    087 40 58.07533(W) AD(       ) 2
 ME2975  NAD 83(1986)-  41 41 50.29683(N)    087 40 58.07504(W) AD(       ) 2
 ME2975  NAD 27      -  41 41 50.17586(N)    087 40 57.89715(W) AD(       ) 2
 ME2975  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG       
 ME2975
 ME2975.Superseded values are not recommended for survey control.
 ME2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2975.See file dsdata.txt to determine how the superseded data were derived.
 ME2975
 ME2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4318516394(NAD 83)
 ME2975_MARKER: DD = SURVEY DISK
 ME2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2975+STABILITY: SURFACE MOTION
 ME2975
 ME2975  HISTORY     - Date     Condition        Report By
 ME2975  HISTORY     - 1977     MONUMENTED       IL1670
 ME2975
 ME2975                          STATION DESCRIPTION
 ME2975
 ME2975'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME2975'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF CHICAGO
 ME2975'AT THE NORTHWEST CORNER OF THE INTERSECTION OF SOUTH ARTESIAN
 ME2975'AVENUE AND WEST 108TH STREET. ADDRESS IS 2434 WEST 108TH
 ME2975'STREET.
 ME2975'
 ME2975'STATION MARKS, BRONZE SURFACE DISK STAMPED---065 1977---AND SET
 ME2975'IN THE TOP OF AN 18 INCH CYLINDRICAL CONCRETE MONUMENT WITH
 ME2975'THE INSCRIPTION CITY OF CHICAGO TRIANGULATION STATION.
 ME2975'
 ME2975'BRONZE UNDERGROUND DISK SET IN CONCRETE 5 FEET BELOW SURFACE
 ME2975'MARK. THE STATION IS 18.1 FEET WEST OF THE WEST LINE OF SOUTH
 ME2975'ARTESIAN AVENUE AND 15.65 FEET SOUTH OF THE NORTH LINE OF WEST
 ME2975'108TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0862 ***********************************************************************
 HB0862  DESIGNATION -  1
 HB0862  PID         -  HB0862
 HB0862  STATE/COUNTY-  IL/ALEXANDER
 HB0862  USGS QUAD   -  CAIRO (1993)
 HB0862
 HB0862                         *CURRENT SURVEY CONTROL
 HB0862  ___________________________________________________________________
 HB0862* NAD 83(1986)-  37 00 09.     (N)    089 10 20.     (W)     SCALED    
 HB0862* NAVD 88     -        95.933  (meters)     314.74   (feet)  ADJUSTED  
 HB0862  ___________________________________________________________________
 HB0862  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0862  DYNAMIC HT  -          95.862 (meters)     314.51  (feet)  COMP
 HB0862  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 HB0862
 HB0862  VERT ORDER  -  FIRST     CLASS II
 HB0862
 HB0862.The horizontal coordinates were scaled from a topographic map and have
 HB0862.an estimated accuracy of +/- 6 seconds.
 HB0862
 HB0862.The orthometric height was determined by differential leveling
 HB0862.and adjusted by the National Geodetic Survey in June 1991..
 HB0862
 HB0862.The geoid height was determined by GEOID03.
 HB0862
 HB0862.The dynamic height is computed by dividing the NAVD 88
 HB0862.geopotential number by the normal gravity value computed on the
 HB0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0862.degrees latitude (g = 980.6199 gals.).
 HB0862
 HB0862.The modeled gravity was interpolated from observed gravity values.
 HB0862
 HB0862;                    North         East    Units  Estimated Accuracy
 HB0862;SPC IL W     -    37,730.      788,510.      MT  (+/- 180 meters Scaled)
 HB0862
 HB0862                          SUPERSEDED SURVEY CONTROL
 HB0862
 HB0862  NGVD 29 (??/??/??)   95.813  (m)          314.35   (f) ADJUSTED    1 2
 HB0862
 HB0862.Superseded values are not recommended for survey control.
 HB0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0862.See file dsdata.txt to determine how the superseded data were derived.
 HB0862
 HB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF067973(NAD 83)
 HB0862_MARKER: Z = SEE DESCRIPTION
 HB0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0862_SP_SET: BUILDING
 HB0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0862
 HB0862  HISTORY     - Date     Condition        Report By
 HB0862  HISTORY     - UNK      MONUMENTED       DOD
 HB0862  HISTORY     - 1969     GOOD             CGS
 HB0862  HISTORY     - 1969     MARK NOT FOUND   CGS
 HB0862  HISTORY     - 1976     MARK NOT FOUND   NGS
 HB0862
 HB0862                          STATION DESCRIPTION
 HB0862
 HB0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0862'IN CAIRO.
 HB0862'IN CAIRO, SET VERTICALLY IN THE NE WALL OF THE OLD CUSTOM HOUSE,
 HB0862'17.2 FT NW OF THE E CORNER OF THE BUILDING, 3.6 FT BELOW THE TOP
 HB0862'OF THE FOUNDATION AND 0.6 FOOT ABOVE THE WALK.  A FLAT HEADED
 HB0862'SCREW CEMENTED IN THE STONE FOUNDATION WALL OF THE CUSTOM HOUSE.
 HB0862'IT IS SURROUNDED BY THE INSCRIBED LETTERS U.S.B.M.  NOTE-- THIS
 HB0862'MARK IS CERTAINLY NOT IN THE LOCATION DESCRIBED FOR PBM 1 BUT IT
 HB0862'WAS THE ONLY MARK WE COULD LOCATE IN THE BUILDING.  MADE LOCAL
 HB0862'INQURIES BUT COULD GET NO OTHER INFORMATION ON THE SUBJECT.  THE
 HB0862'EXACT POINT MENTIONED IN THE ORIGINAL DESCRIPTION IS IN A CLEAR
 HB0862'SURFACE UNDERNEATH AN OUTSIDE CAST IRON STAIRWAY THAT HAS
 HB0862'PROBABLY BEEN THERE SINCE THE BUILDING WAS ERECTED.
 HB0862
 HB0862                          STATION RECOVERY (1969)
 HB0862
 HB0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB0862'MARK NOT FOUND.
 HB0862
 HB0862                          STATION RECOVERY (1976)
 HB0862
 HB0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0457 ***********************************************************************
 KB0457  DESIGNATION -  1
 KB0457  PID         -  KB0457
 KB0457  STATE/COUNTY-  IL/SHELBY
 KB0457  USGS QUAD   -  MIDDLESWORTH (1981)
 KB0457
 KB0457                         *CURRENT SURVEY CONTROL
 KB0457  ___________________________________________________________________
 KB0457* NAD 83(1986)-  39 25 20.     (N)    088 40 08.     (W)     SCALED    
 KB0457* NAVD 88     -       211.257  (meters)     693.10   (feet)  ADJUSTED  
 KB0457  ___________________________________________________________________
 KB0457  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB0457  DYNAMIC HT  -         211.136 (meters)     692.70  (feet)  COMP
 KB0457  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 KB0457
 KB0457  VERT ORDER  -  SECOND    CLASS 0
 KB0457
 KB0457.The horizontal coordinates were scaled from a topographic map and have
 KB0457.an estimated accuracy of +/- 6 seconds.
 KB0457
 KB0457.The orthometric height was determined by differential leveling
 KB0457.and adjusted by the National Geodetic Survey in June 1991..
 KB0457
 KB0457.The geoid height was determined by GEOID03.
 KB0457
 KB0457.The dynamic height is computed by dividing the NAVD 88
 KB0457.geopotential number by the normal gravity value computed on the
 KB0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0457.degrees latitude (g = 980.6199 gals.).
 KB0457
 KB0457.The modeled gravity was interpolated from observed gravity values.
 KB0457
 KB0457;                    North         East    Units  Estimated Accuracy
 KB0457;SPC IL E     -   305,910.      271,110.      MT  (+/- 180 meters Scaled)
 KB0457
 KB0457                          SUPERSEDED SURVEY CONTROL
 KB0457
 KB0457  NGVD 29 (??/??/92)  211.335  (m)          693.35   (f) ADJ UNCH    2 0
 KB0457
 KB0457.Superseded values are not recommended for survey control.
 KB0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0457.See file dsdata.txt to determine how the superseded data were derived.
 KB0457
 KB0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ563649(NAD 83)
 KB0457_MARKER: P = PIPE CAP
 KB0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0457
 KB0457  HISTORY     - Date     Condition        Report By
 KB0457  HISTORY     - UNK      MONUMENTED       CGS
 KB0457  HISTORY     - 1935     GOOD             NGS
 KB0457  HISTORY     - 1973     MARK NOT FOUND   ILDT
 KB0457  HISTORY     - 20041118 MARK NOT FOUND   ILDT
 KB0457
 KB0457                          STATION DESCRIPTION
 KB0457
 KB0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0457'3.8 MI W FROM WINDSOR.
 KB0457'3.8 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KB0457'ST. LOUIS RAILWAY FROM THE STATION AT WINDSOR, SHELBY COUNTY,
 KB0457'10 FEET EAST OF A ROAD CROSSING, 40 FEET NORTH OF THE TRACK, 60
 KB0457'FEET EAST OF BENCH MARK W 87 DESCRIBED ABOVE, AND AT A FENCE
 KB0457'CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 KB0457'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 KB0457
 KB0457                          STATION RECOVERY (1973)
 KB0457
 KB0457'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0457'MARK NOT FOUND.
 KB0457
 KB0457                          STATION RECOVERY (2004)
 KB0457
 KB0457'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0068 ***********************************************************************
 JC0068  DESIGNATION -  1
 JC0068  PID         -  JC0068
 JC0068  STATE/COUNTY-  IL/CALHOUN
 JC0068  USGS QUAD   -  GRAFTON (1990)
 JC0068
 JC0068                         *CURRENT SURVEY CONTROL
 JC0068  ___________________________________________________________________
 JC0068* NAD 83(1986)-  38 58 02.     (N)    090 28 08.     (W)     SCALED    
 JC0068* NAVD 88     -       128.19   (+/-2cm)     420.6    (feet)  VERTCON   
 JC0068  ___________________________________________________________________
 JC0068  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JC0068
 JC0068  VERT ORDER  -  ? (See Below)
 JC0068
 JC0068.The horizontal coordinates were scaled from a topographic map and have
 JC0068.an estimated accuracy of +/- 6 seconds.
 JC0068
 JC0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0068.The vertical order pertains to the NGVD 29 superseded value.
 JC0068
 JC0068.The geoid height was determined by GEOID03.
 JC0068
 JC0068;                    North         East    Units  Estimated Accuracy
 JC0068;SPC IL W     -   255,370.      673,810.      MT  (+/- 180 meters Scaled)
 JC0068
 JC0068                          SUPERSEDED SURVEY CONTROL
 JC0068
 JC0068  NGVD 29 (??/??/92)  128.307  (m)          420.95   (f) ADJ UNCH    ?  
 JC0068
 JC0068.Superseded values are not recommended for survey control.
 JC0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0068.See file dsdata.txt to determine how the superseded data were derived.
 JC0068
 JC0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD192161(NAD 83)
 JC0068_MARKER: B = BOLT
 JC0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0068_SP_SET: STONE
 JC0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0068+STABILITY: SURFACE MOTION
 JC0068
 JC0068  HISTORY     - Date     Condition        Report By
 JC0068  HISTORY     - UNK      MONUMENTED       IRC
 JC0068  HISTORY     - 1880     GOOD             DOD
 JC0068
 JC0068                          STATION DESCRIPTION
 JC0068
 JC0068'DESCRIBED BY US DEPARTMENT OF DEFENSE 1880
 JC0068'NEAR GRAFTON.
 JC0068'IN CALHOUN COUNTY, NEAR GRAFTON, JERSEY COUNTY, IN THE WOODS OF
 JC0068'CALHOUN POINT, AT THE MOUTH OF ILLINOIS RIVER, 165 YARDS FROM
 JC0068'THE EDGE OF THE WOODS ON ILLINOIS RIVER.  A COPPER BOLT IN THE
 JC0068'TOP OF A STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0577 ***********************************************************************
 JC0577  DESIGNATION -  1 BOLT
 JC0577  PID         -  JC0577
 JC0577  STATE/COUNTY-  IL/JERSEY
 JC0577  USGS QUAD   -  BRUSSELS (1990)
 JC0577
 JC0577                         *CURRENT SURVEY CONTROL
 JC0577  ___________________________________________________________________
 JC0577* NAD 83(1986)-  38 58 08.     (N)    090 32 21.     (W)     SCALED    
 JC0577* NAVD 88     -       136.286  (meters)     447.13   (feet)  ADJUSTED  
 JC0577  ___________________________________________________________________
 JC0577  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JC0577  DYNAMIC HT  -         136.202 (meters)     446.86  (feet)  COMP
 JC0577  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JC0577
 JC0577  VERT ORDER  -  FIRST     CLASS II
 JC0577
 JC0577.The horizontal coordinates were scaled from a topographic map and have
 JC0577.an estimated accuracy of +/- 6 seconds.
 JC0577
 JC0577.The orthometric height was determined by differential leveling
 JC0577.and adjusted by the National Geodetic Survey in June 1991..
 JC0577
 JC0577.The geoid height was determined by GEOID03.
 JC0577
 JC0577.The dynamic height is computed by dividing the NAVD 88
 JC0577.geopotential number by the normal gravity value computed on the
 JC0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0577.degrees latitude (g = 980.6199 gals.).
 JC0577
 JC0577.The modeled gravity was interpolated from observed gravity values.
 JC0577
 JC0577;                    North         East    Units  Estimated Accuracy
 JC0577;SPC IL W     -   255,580.      667,720.      MT  (+/- 180 meters Scaled)
 JC0577
 JC0577                          SUPERSEDED SURVEY CONTROL
 JC0577
 JC0577  NGVD 29 (??/??/92)  136.397  (m)          447.50   (f) ADJ UNCH    1 2
 JC0577
 JC0577.Superseded values are not recommended for survey control.
 JC0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0577.See file dsdata.txt to determine how the superseded data were derived.
 JC0577
 JC0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD131162(NAD 83)
 JC0577_MARKER: B = BOLT
 JC0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0577_SP_SET: LIMESTONE
 JC0577_STAMPING: ELEV 458.77 FT MEMPHIS DATUM 1903
 JC0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0577+STABILITY: SURFACE MOTION
 JC0577
 JC0577  HISTORY     - Date     Condition        Report By
 JC0577  HISTORY     - 1903     MONUMENTED       IRC
 JC0577  HISTORY     - 1961     GOOD             NGS
 JC0577  HISTORY     - 19990306 GOOD             USPSQD
 JC0577  HISTORY     - 20010331 GOOD             NGS
 JC0577  HISTORY     - 20010331 GOOD             NGS
 JC0577
 JC0577                          STATION DESCRIPTION
 JC0577
 JC0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JC0577'5.7 MI W FROM GRAFTON.
 JC0577'ABOUT 5.7 MILES WEST ALONG STATE HIGHWAY 100 FROM THE GRAFTON
 JC0577'SCHOOL, INSIDE OF THE PERE MARQUETTE STATE PARK, AT THE SOUTHWEST
 JC0577'CORNER OF THE HARTFORD CEMETERY, 76 FEET EAST OF THE CENTER LINE
 JC0577'OF THE HIGHWAY, 118 FEET WEST OF THE NORTHWEST CORNER OF THE
 JC0577'HARTFORD CHURCH, 4 FEET NORTHEAST OF A FENCE CORNER, 3 1/2 FEET
 JC0577'EAST OF A NORTH-SOUTH FENCE LINE, 4 FEET NORTH OF AN EAST-WEST
 JC0577'FENCE LINE, A COPPER BOLT LEADED IN THE TOP OF A LIMESTONE SLAB
 JC0577'3 FEET UNDERGROUND.
 JC0577
 JC0577                          STATION RECOVERY (1999)
 JC0577
 JC0577'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0577'RECOVERED IN GOOD CONDITION.
 JC0577
 JC0577                          STATION RECOVERY (2001)
 JC0577
 JC0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0577'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0577
 JC0577                          STATION RECOVERY (2001)
 JC0577
 JC0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0577'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0574 ***********************************************************************
 JC0574  DESIGNATION -  1 CAP
 JC0574  PID         -  JC0574
 JC0574  STATE/COUNTY-  IL/JERSEY
 JC0574  USGS QUAD   -  BRUSSELS (1990)
 JC0574
 JC0574                         *CURRENT SURVEY CONTROL
 JC0574  ___________________________________________________________________
 JC0574* NAD 83(1986)-  38 58 08.     (N)    090 32 21.     (W)     SCALED    
 JC0574* NAVD 88     -       137.520  (meters)     451.18   (feet)  ADJUSTED  
 JC0574  ___________________________________________________________________
 JC0574  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JC0574  DYNAMIC HT  -         137.436 (meters)     450.90  (feet)  COMP
 JC0574  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JC0574
 JC0574  VERT ORDER  -  FIRST     CLASS II
 JC0574
 JC0574.The horizontal coordinates were scaled from a topographic map and have
 JC0574.an estimated accuracy of +/- 6 seconds.
 JC0574
 JC0574.The orthometric height was determined by differential leveling
 JC0574.and adjusted by the National Geodetic Survey in June 1991..
 JC0574
 JC0574.The geoid height was determined by GEOID03.
 JC0574
 JC0574.The dynamic height is computed by dividing the NAVD 88
 JC0574.geopotential number by the normal gravity value computed on the
 JC0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0574.degrees latitude (g = 980.6199 gals.).
 JC0574
 JC0574.The modeled gravity was interpolated from observed gravity values.
 JC0574
 JC0574;                    North         East    Units  Estimated Accuracy
 JC0574;SPC IL W     -   255,580.      667,720.      MT  (+/- 180 meters Scaled)
 JC0574
 JC0574                          SUPERSEDED SURVEY CONTROL
 JC0574
 JC0574  NGVD 29 (??/??/92)  137.63   (m)          451.5    (f) COMPUTED    1 2
 JC0574
 JC0574.Superseded values are not recommended for survey control.
 JC0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0574.See file dsdata.txt to determine how the superseded data were derived.
 JC0574
 JC0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD131162(NAD 83)
 JC0574_MARKER: P = PIPE CAP
 JC0574_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0574_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0574_STAMPING: ELEV 458.77 FT MEMPHIS DATUM 1903
 JC0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0574
 JC0574  HISTORY     - Date     Condition        Report By
 JC0574  HISTORY     - 1903     MONUMENTED       IRC
 JC0574  HISTORY     - 1961     GOOD             NGS
 JC0574  HISTORY     - 19990306 GOOD             USPSQD
 JC0574  HISTORY     - 20010331 GOOD             NGS
 JC0574  HISTORY     - 20010331 GOOD             NGS
 JC0574  HISTORY     - 20060325 GOOD             GEOCAC
 JC0574
 JC0574                          STATION DESCRIPTION
 JC0574
 JC0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JC0574'5.7 MI W FROM GRAFTON.
 JC0574'ABOUT 5.7 MILES WEST ALONG STATE HIGHWAY 100 FROM THE GRAFTON
 JC0574'SCHOOL, INSIDE OF THE PERE MARQUETTE STATE PARK, AT THE SOUTHWEST
 JC0574'CORNER OF THE HARTFORD CEMETERY, 76 FEET EAST OF THE CENTER LINE
 JC0574'OF THE HIGHWAY, 118 FEET WEST OF THE NORTHWEST CORNER OF THE
 JC0574'HARTFORD CHURCH, 4 FEET NORTHEAST OF A FENCE CORNER, 3 1/2 FEET
 JC0574'EAST OF A NORTH-SOUTH FENCE LINE, 4 FEET NORTH OF AN EAST-WEST
 JC0574'FENCE LINE, AN IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE LEVEL
 JC0574'OF THE GROUND AND BEARING AN ILLINOIS RIVER SURVEY CAP STAMPED
 JC0574'AS STATED ABOVE AND ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JC0574
 JC0574                          STATION RECOVERY (1999)
 JC0574
 JC0574'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0574'RECOVERED IN GOOD CONDITION.
 JC0574
 JC0574                          STATION RECOVERY (2001)
 JC0574
 JC0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0574'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0574
 JC0574                          STATION RECOVERY (2001)
 JC0574
 JC0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0574'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0574
 JC0574                          STATION RECOVERY (2006)
 JC0574
 JC0574'RECOVERY NOTE BY GEOCACHING 2006 (CHA)
 JC0574'1ST GEOCAC RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1159 ***********************************************************************
 JC1159  DESIGNATION -  1 LOCK 27
 JC1159  PID         -  JC1159
 JC1159  STATE/COUNTY-  IL/MADISON
 JC1159  USGS QUAD   -  GRANITE CITY (1998)
 JC1159
 JC1159                         *CURRENT SURVEY CONTROL
 JC1159  ___________________________________________________________________
 JC1159* NAD 83(1986)-  38 42 07.     (N)    090 10 47.     (W)     SCALED    
 JC1159* NAVD 88     -       133.606  (meters)     438.34   (feet)  ADJUSTED  
 JC1159  ___________________________________________________________________
 JC1159  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC1159  DYNAMIC HT  -         133.521 (meters)     438.06  (feet)  COMP
 JC1159  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JC1159
 JC1159  VERT ORDER  -  FIRST     CLASS II
 JC1159
 JC1159.The horizontal coordinates were scaled from a topographic map and have
 JC1159.an estimated accuracy of +/- 6 seconds.
 JC1159
 JC1159.The orthometric height was determined by differential leveling
 JC1159.and adjusted by the National Geodetic Survey in June 1991..
 JC1159
 JC1159.The geoid height was determined by GEOID03.
 JC1159
 JC1159.The dynamic height is computed by dividing the NAVD 88
 JC1159.geopotential number by the normal gravity value computed on the
 JC1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1159.degrees latitude (g = 980.6199 gals.).
 JC1159
 JC1159.The modeled gravity was interpolated from observed gravity values.
 JC1159
 JC1159;                    North         East    Units  Estimated Accuracy
 JC1159;SPC IL W     -   225,880.      698,860.      MT  (+/- 180 meters Scaled)
 JC1159
 JC1159                          SUPERSEDED SURVEY CONTROL
 JC1159
 JC1159  NGVD 29 (??/??/??)  133.572  (m)          438.23   (f) ADJUSTED    1 2
 JC1159
 JC1159.Superseded values are not recommended for survey control.
 JC1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1159.See file dsdata.txt to determine how the superseded data were derived.
 JC1159
 JC1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC452874(NAD 83)
 JC1159_MARKER: DD = SURVEY DISK
 JC1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1159_SP_SET: CONCRETE POST
 JC1159_STAMPING: BM 1
 JC1159_MARK LOGO: USE   
 JC1159_PROJECTION: RECESSED 30 CENTIMETERS
 JC1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1159+STABILITY: SURFACE MOTION
 JC1159
 JC1159  HISTORY     - Date     Condition        Report By
 JC1159  HISTORY     - UNK      MONUMENTED       DOD
 JC1159  HISTORY     - 1981     GOOD             NGS
 JC1159
 JC1159                          STATION DESCRIPTION
 JC1159
 JC1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1159'IN GRANITE CITY.
 JC1159'IN GRANITE CITY, AT THE U.S. ARMY CORPS OF ENGINEERS LOCK NUMBER 27
 JC1159'ALONG THE SOUTHEAST LEVEE PARALELLING THE LOCK, 8.07 METERS (26.5
 JC1159'FEET) WEST OF THE CENTER OF THE LEVEE ROAD, 27.74 METERS (49.0 FEET)
 JC1159'SOUTH OF THE SOUTH CORNER OF A OFFICE BUILDING.
 JC1159'THE MARK IS 0.30 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1160 ***********************************************************************
 JC1160  DESIGNATION -  1 LOCK 27 RM
 JC1160  PID         -  JC1160
 JC1160  STATE/COUNTY-  IL/MADISON
 JC1160  USGS QUAD   -  GRANITE CITY (1998)
 JC1160
 JC1160                         *CURRENT SURVEY CONTROL
 JC1160  ___________________________________________________________________
 JC1160* NAD 83(1986)-  38 42 09.     (N)    090 10 49.     (W)     SCALED    
 JC1160* NAVD 88     -       131.531  (meters)     431.53   (feet)  ADJUSTED  
 JC1160  ___________________________________________________________________
 JC1160  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC1160  DYNAMIC HT  -         131.447 (meters)     431.26  (feet)  COMP
 JC1160  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 JC1160
 JC1160  VERT ORDER  -  FIRST     CLASS II
 JC1160
 JC1160.The horizontal coordinates were scaled from a topographic map and have
 JC1160.an estimated accuracy of +/- 6 seconds.
 JC1160
 JC1160.The orthometric height was determined by differential leveling
 JC1160.and adjusted by the National Geodetic Survey in June 1991..
 JC1160
 JC1160.The geoid height was determined by GEOID03.
 JC1160
 JC1160.The dynamic height is computed by dividing the NAVD 88
 JC1160.geopotential number by the normal gravity value computed on the
 JC1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1160.degrees latitude (g = 980.6199 gals.).
 JC1160
 JC1160.The modeled gravity was interpolated from observed gravity values.
 JC1160
 JC1160;                    North         East    Units  Estimated Accuracy
 JC1160;SPC IL W     -   225,950.      698,820.      MT  (+/- 180 meters Scaled)
 JC1160
 JC1160                          SUPERSEDED SURVEY CONTROL
 JC1160
 JC1160  NGVD 29 (??/??/??)  131.497  (m)          431.42   (f) ADJUSTED    1 2
 JC1160
 JC1160.Superseded values are not recommended for survey control.
 JC1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1160.See file dsdata.txt to determine how the superseded data were derived.
 JC1160
 JC1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC452875(NAD 83)
 JC1160_MARKER: DD = SURVEY DISK
 JC1160_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JC1160_SP_SET: MASSIVE CONCRETE
 JC1160_STAMPING: RM 1
 JC1160_MARK LOGO: USE   
 JC1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1160+STABILITY: POSITION/ELEVATION WELL
 JC1160
 JC1160  HISTORY     - Date     Condition        Report By
 JC1160  HISTORY     - UNK      MONUMENTED       DOD
 JC1160  HISTORY     - 1981     GOOD             NGS
 JC1160
 JC1160                          STATION DESCRIPTION
 JC1160
 JC1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1160'IN GRANITE CITY.
 JC1160'IN GRANITE CITY, AT THE U.S. ARMY CORPS OF ENGINEERS LOCK NUMBER 27,
 JC1160'NEAR THE MAIN OFFICE AND THE CENTER OF THE SOUTHEAST PIER OF THE LOCK,
 JC1160'41.9 METERS (137.5 FEET) SOUTH OF THE SOUTHWEST CORNER OF THE OFFICE,
 JC1160'0.98 METERS (3.2 FEET) EAST OF THE WEST EDGE OF THE LOCK.
 JC1160'THE MARK IS ABOVE LEVEL WITH TOP OF THE LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0252 ***********************************************************************
 MF0252  DESIGNATION -  10 7
 MF0252  PID         -  MF0252
 MF0252  STATE/COUNTY-  IL/LIVINGSTON
 MF0252  USGS QUAD   -  CAMPUS (1983)
 MF0252
 MF0252                         *CURRENT SURVEY CONTROL
 MF0252  ___________________________________________________________________
 MF0252* NAD 83(1986)-  41 06 12.     (N)    088 17 01.     (W)     SCALED    
 MF0252* NAVD 88     -       185.715  (meters)     609.30   (feet)  ADJUSTED  
 MF0252  ___________________________________________________________________
 MF0252  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MF0252  DYNAMIC HT  -         185.639 (meters)     609.05  (feet)  COMP
 MF0252  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 MF0252
 MF0252  VERT ORDER  -  SECOND    CLASS 0
 MF0252
 MF0252.The horizontal coordinates were scaled from a topographic map and have
 MF0252.an estimated accuracy of +/- 6 seconds.
 MF0252
 MF0252.The orthometric height was determined by differential leveling
 MF0252.and adjusted by the National Geodetic Survey in June 1991..
 MF0252
 MF0252.The geoid height was determined by GEOID03.
 MF0252
 MF0252.The dynamic height is computed by dividing the NAVD 88
 MF0252.geopotential number by the normal gravity value computed on the
 MF0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0252.degrees latitude (g = 980.6199 gals.).
 MF0252
 MF0252.The modeled gravity was interpolated from observed gravity values.
 MF0252
 MF0252;                    North         East    Units  Estimated Accuracy
 MF0252;SPC IL E     -   492,520.      304,180.      MT  (+/- 180 meters Scaled)
 MF0252
 MF0252                          SUPERSEDED SURVEY CONTROL
 MF0252
 MF0252  NGVD 29 (??/??/92)  185.792  (m)          609.55   (f) ADJ UNCH    2 0
 MF0252
 MF0252.Superseded values are not recommended for survey control.
 MF0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0252.See file dsdata.txt to determine how the superseded data were derived.
 MF0252
 MF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL922510(NAD 83)
 MF0252_MARKER: DD = SURVEY DISK
 MF0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0252_STAMPING: 10 7 1934
 MF0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0252+STABILITY: SURFACE MOTION
 MF0252
 MF0252  HISTORY     - Date     Condition        Report By
 MF0252  HISTORY     - 1934     MONUMENTED       ILGS
 MF0252  HISTORY     - 1954     POOR             NGS
 MF0252
 MF0252                          STATION DESCRIPTION
 MF0252
 MF0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0252'1.8 MI W FROM REDDICK.
 MF0252'ABOUT 1.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD
 MF0252'FROM THE CROSSING OF STATE HIGHWAY 17 AT REDDICK, 108 FEET
 MF0252'SOUTHEAST OF THE CENTER OF THE CROSSING OF THE TRACK AND
 MF0252'A GRAVEL ROAD, 96 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MF0252'45 FEET SOUTH OF THE SOUTH RAIL, 242 FEET WEST-SOUTHWEST AND
 MF0252'ACROSS THE TRACK FROM STATION STAKE 6470, ABOUT 4 FEET BELOW
 MF0252'THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST ABOUT
 MF0252'1 INCH BELOW THE SURFACE OF THE GROUND.  NOTE-- MARK IS LEANING
 MF0252'AND MAY BE BROKEN OFF.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0151 ***********************************************************************
 KC0151  DESIGNATION -  10 CAP
 KC0151  PID         -  KC0151
 KC0151  STATE/COUNTY-  IL/GREENE
 KC0151  USGS QUAD   -  KAMPSVILLE (1980)
 KC0151
 KC0151                         *CURRENT SURVEY CONTROL
 KC0151  ___________________________________________________________________
 KC0151* NAD 83(1986)-  39 19 42.     (N)    090 33 01.     (W)     SCALED    
 KC0151* NAVD 88     -       143.423  (meters)     470.55   (feet)  ADJUSTED  
 KC0151  ___________________________________________________________________
 KC0151  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KC0151  DYNAMIC HT  -         143.340 (meters)     470.27  (feet)  COMP
 KC0151  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 KC0151
 KC0151  VERT ORDER  -  FIRST     CLASS II
 KC0151
 KC0151.The horizontal coordinates were scaled from a topographic map and have
 KC0151.an estimated accuracy of +/- 6 seconds.
 KC0151
 KC0151.The orthometric height was determined by differential leveling
 KC0151.and adjusted by the National Geodetic Survey in June 1991..
 KC0151
 KC0151.The geoid height was determined by GEOID03.
 KC0151
 KC0151.The dynamic height is computed by dividing the NAVD 88
 KC0151.geopotential number by the normal gravity value computed on the
 KC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0151.degrees latitude (g = 980.6199 gals.).
 KC0151
 KC0151.The modeled gravity was interpolated from observed gravity values.
 KC0151
 KC0151;                    North         East    Units  Estimated Accuracy
 KC0151;SPC IL W     -   295,490.      666,930.      MT  (+/- 180 meters Scaled)
 KC0151
 KC0151                          SUPERSEDED SURVEY CONTROL
 KC0151
 KC0151  NGVD 29 (??/??/92)  143.539  (m)          470.93   (f) ADJ UNCH    1 2
 KC0151
 KC0151.Superseded values are not recommended for survey control.
 KC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0151.See file dsdata.txt to determine how the superseded data were derived.
 KC0151
 KC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD111560(NAD 83)
 KC0151_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0151_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0151_STAMPING: ELEV 478.25 FT MEMPHIS DATUM
 KC0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0151
 KC0151  HISTORY     - Date     Condition        Report By
 KC0151  HISTORY     - UNK      MONUMENTED       DOD
 KC0151  HISTORY     - 1961     GOOD             NGS
 KC0151
 KC0151                          STATION DESCRIPTION
 KC0151
 KC0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0151'2.8 MI N FROM ELDRED.
 KC0151'ABOUT 2.8 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0151'OF STATE HIGHWAY 108 AT ELDRED, SECTION S 9 T 10 N R 13 W,
 KC0151'IN THE NORTHWEST CORNER OF A YARD, ALONG THE EAST EDGE OF A 2
 KC0151'FEET HIGH ROCK FENCE, 85 FEET NORTHWEST OF THE NORTHWEST CORNER
 KC0151'OF A HOUSE OWNED BY ELMER ROBIEY, 78 FEET EAST OF THE CENTER LINE
 KC0151'OF THE BLACK TOP ROAD, 7 FEET EAST OF THE EAST FACE OF ROCK
 KC0151'FENCE, 48 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK
 KC0151'LEADING EAST TO THE HOUSE FROM THE ROAD, 10 FEET ABOVE THE LEVEL
 KC0151'OF THE ROAD, AN ILLINOIS RIVER SURVEY CAP ON AN IRON PIPE
 KC0151'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE COPPER
 KC0151'BOLT WAS NOT LEVELED TO AS PERMISSION WAS NOT GRANTED BY THE
 KC0151'LAND OWNER TO DIG MARK UP DUE TO A FLOWER BED IN VICINITY OF
 KC0151'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1489 ***********************************************************************
 ME1489  DESIGNATION -  10 S
 ME1489  PID         -  ME1489
 ME1489  STATE/COUNTY-  IL/KANKAKEE
 ME1489  USGS QUAD   -  WEST KANKAKEE (1973)
 ME1489
 ME1489                         *CURRENT SURVEY CONTROL
 ME1489  ___________________________________________________________________
 ME1489* NAD 83(1986)-  41 07 06.     (N)    087 54 32.     (W)     SCALED    
 ME1489* NAVD 88     -       191.643  (meters)     628.75   (feet)  ADJUSTED  
 ME1489  ___________________________________________________________________
 ME1489  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 ME1489  DYNAMIC HT  -         191.567 (meters)     628.50  (feet)  COMP
 ME1489  MODELED GRAV-     980,226.2   (mgal)                       NAVD 88
 ME1489
 ME1489  VERT ORDER  -  SECOND    CLASS 0
 ME1489
 ME1489.The horizontal coordinates were scaled from a topographic map and have
 ME1489.an estimated accuracy of +/- 6 seconds.
 ME1489
 ME1489.The orthometric height was determined by differential leveling
 ME1489.and adjusted by the National Geodetic Survey in June 1991..
 ME1489
 ME1489.The geoid height was determined by GEOID03.
 ME1489
 ME1489.The dynamic height is computed by dividing the NAVD 88
 ME1489.geopotential number by the normal gravity value computed on the
 ME1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1489.degrees latitude (g = 980.6199 gals.).
 ME1489
 ME1489.The modeled gravity was interpolated from observed gravity values.
 ME1489
 ME1489;                    North         East    Units  Estimated Accuracy
 ME1489;SPC IL E     -   494,270.      335,650.      MT  (+/- 180 meters Scaled)
 ME1489
 ME1489                          SUPERSEDED SURVEY CONTROL
 ME1489
 ME1489  NGVD 29 (??/??/92)  191.734  (m)          629.05   (f) ADJ UNCH    2 0
 ME1489
 ME1489.Superseded values are not recommended for survey control.
 ME1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1489.See file dsdata.txt to determine how the superseded data were derived.
 ME1489
 ME1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL236522(NAD 83)
 ME1489_MARKER: DB = BENCH MARK DISK
 ME1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1489_STAMPING: 10 S 1922
 ME1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1489+STABILITY: SURFACE MOTION
 ME1489
 ME1489  HISTORY     - Date     Condition        Report By
 ME1489  HISTORY     - 1922     MONUMENTED       CGS
 ME1489  HISTORY     - 1954     GOOD             NGS
 ME1489  HISTORY     - 19980526 MARK NOT FOUND   PATRIC
 ME1489
 ME1489                          STATION DESCRIPTION
 ME1489
 ME1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1489'3 MI W FROM KANKAKEE.
 ME1489'ABOUT 2.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1489'CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT KANKAKEE, THENCE 0.25
 ME1489'MILE SOUTH ALONG A GRAVEL ROAD, AT THE INTERSECTION OF STATE
 ME1489'HIGHWAY 17 AND A GRAVEL ROAD LEADING NORTH, 25 1/2 FEET NORTH
 ME1489'OF THE CENTER LINE OF THE HIGHWAY, 62 1/2 FEET WEST OF THE
 ME1489'CENTER LINE OF THE ROAD NORTH, 51 1/2 FEET WEST OF THE WEST END
 ME1489'OF A 16-INCH PIPE CULVERT UNDER THE ROAD NORTH, 45 FEET WEST OF A
 ME1489'HIGHWAY RIGHT-OF-WAY MARKER POST AND IN THE TOP OF A CONCRETE
 ME1489'POST PROJECTING 4 INCHES.
 ME1489
 ME1489                          STATION RECOVERY (1998)
 ME1489
 ME1489'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1998 (SL)
 ME1489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0075 ***********************************************************************
 JC0075  DESIGNATION -  11
 JC0075  PID         -  JC0075
 JC0075  STATE/COUNTY-  IL/MADISON
 JC0075  USGS QUAD   -  WOOD RIVER (1994)
 JC0075
 JC0075                         *CURRENT SURVEY CONTROL
 JC0075  ___________________________________________________________________
 JC0075* NAD 83(1986)-  38 49 42.     (N)    090 06 09.     (W)     SCALED    
 JC0075* NAVD 88     -       126.07   (+/-2cm)     413.6    (feet)  VERTCON   
 JC0075  ___________________________________________________________________
 JC0075  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JC0075
 JC0075  VERT ORDER  -  ? (See Below)
 JC0075
 JC0075.The horizontal coordinates were scaled from a topographic map and have
 JC0075.an estimated accuracy of +/- 6 seconds.
 JC0075
 JC0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0075.The vertical order pertains to the NGVD 29 superseded value.
 JC0075
 JC0075.The geoid height was determined by GEOID03.
 JC0075
 JC0075;                    North         East    Units  Estimated Accuracy
 JC0075;SPC IL W     -   239,920.      705,570.      MT  (+/- 180 meters Scaled)
 JC0075
 JC0075                          SUPERSEDED SURVEY CONTROL
 JC0075
 JC0075  NGVD 29 (??/??/92)  126.039  (m)          413.51   (f) ADJ UNCH    ?  
 JC0075
 JC0075.Superseded values are not recommended for survey control.
 JC0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0075.See file dsdata.txt to determine how the superseded data were derived.
 JC0075
 JC0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD515017(NAD 83)
 JC0075_MARKER: B = BOLT
 JC0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0075_SP_SET: STONE
 JC0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0075+STABILITY: SURFACE MOTION
 JC0075
 JC0075  HISTORY     - Date     Condition        Report By
 JC0075  HISTORY     - UNK      MONUMENTED       DOD
 JC0075  HISTORY     - 1880     GOOD             DOD
 JC0075
 JC0075                          STATION DESCRIPTION
 JC0075
 JC0075'DESCRIBED BY US DEPARTMENT OF DEFENSE 1880
 JC0075'11 MI SE FROM ALTON.
 JC0075'ABOUT 11 MILES BELOW ALTON, MADISON COUNTY, 1/2 MILE ABOVE A
 JC0075'POINT OPPOSITE THE MOUTH OF MISSOURI RIVER, ABOUT 440 YARDS
 JC0075'BACK FROM THE MISSISSIPPI RIVER BANK, 220 YARDS RIVERWARD FROM
 JC0075'THE LEVEE, 11 YARDS NORTH OF A ROAD LEADING BACK FROM THE RIVER,
 JC0075'IN A SWAMP, 110 YARDS BACK OF A PROMINENT SLOUGH, AND ABOUT 2
 JC0075'YARDS NORTH OF A 44-INCH HONEY LOCUST TREE.  THE TOP OF A COPPER
 JC0075'BOLT SET IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0158 ***********************************************************************
 KC0158  DESIGNATION -  11 BOLT
 KC0158  PID         -  KC0158
 KC0158  STATE/COUNTY-  IL/GREENE
 KC0158  USGS QUAD   -  PEARL EAST (1980)
 KC0158
 KC0158                         *CURRENT SURVEY CONTROL
 KC0158  ___________________________________________________________________
 KC0158* NAD 83(1986)-  39 22 32.     (N)    090 32 58.     (W)     SCALED    
 KC0158* NAVD 88     -       144.241  (meters)     473.23   (feet)  ADJUSTED  
 KC0158  ___________________________________________________________________
 KC0158  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KC0158  DYNAMIC HT  -         144.158 (meters)     472.96  (feet)  COMP
 KC0158  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 KC0158
 KC0158  VERT ORDER  -  FIRST     CLASS II
 KC0158
 KC0158.The horizontal coordinates were scaled from a topographic map and have
 KC0158.an estimated accuracy of +/- 6 seconds.
 KC0158
 KC0158.The orthometric height was determined by differential leveling
 KC0158.and adjusted by the National Geodetic Survey in June 1991..
 KC0158
 KC0158.The geoid height was determined by GEOID03.
 KC0158
 KC0158.The dynamic height is computed by dividing the NAVD 88
 KC0158.geopotential number by the normal gravity value computed on the
 KC0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0158.degrees latitude (g = 980.6199 gals.).
 KC0158
 KC0158.The modeled gravity was interpolated from observed gravity values.
 KC0158
 KC0158;                    North         East    Units  Estimated Accuracy
 KC0158;SPC IL W     -   300,730.      667,020.      MT  (+/- 180 meters Scaled)
 KC0158
 KC0158                          SUPERSEDED SURVEY CONTROL
 KC0158
 KC0158  NGVD 29 (??/??/92)  144.364  (m)          473.63   (f) ADJ UNCH    1 2
 KC0158
 KC0158.Superseded values are not recommended for survey control.
 KC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0158.See file dsdata.txt to determine how the superseded data were derived.
 KC0158
 KC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD110613(NAD 83)
 KC0158_MARKER: B = BOLT
 KC0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0158
 KC0158  HISTORY     - Date     Condition        Report By
 KC0158  HISTORY     - UNK      MONUMENTED       DOD
 KC0158  HISTORY     - 1935     GOOD             NGS
 KC0158
 KC0158                          STATION DESCRIPTION
 KC0158
 KC0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0158'1 MI N FROM BLUFFDALE.
 KC0158'ABOUT ONE MILE NORTH ALONG A ROAD FROM BLUFFDALE, GREENE COUNTY,
 KC0158'1/2 MILE NORTH OF APPLE CREEK BRIDGE, IN THE NORTHEAST QUARTER
 KC0158'OF SEC. 28, T 11 N, R 13 W 31.6 FEET NORTHWEST OF THE NORTHWEST
 KC0158'CORNER OF THE OLD FOUNDATION OF THE FORMER W. ALEX. BOIRUM
 KC0158'FARMHOUSE (DESTROYED BY FIRE), 4.2 FEET SOUTH OF THE PROLONGATION
 KC0158'OF THE NORTH YARD FENCE, 2.7 FEET WEST OF THE FRONT FENCE, AND AT
 KC0158'AN ANGLE IN THE EAST ROAD FENCE.  A COPPER BOLT, LEADED IN THE
 KC0158'TOP OF A LIMESTONE SLAB ABOUT 4 FEET UNDERGROUND, ACCESS TO
 KC0158'WHICH IS HAD THROUGH AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0157 ***********************************************************************
 KC0157  DESIGNATION -  11 CAP
 KC0157  PID         -  KC0157
 KC0157  STATE/COUNTY-  IL/GREENE
 KC0157  USGS QUAD   -  PEARL EAST (1980)
 KC0157
 KC0157                         *CURRENT SURVEY CONTROL
 KC0157  ___________________________________________________________________
 KC0157* NAD 83(1986)-  39 22 35.     (N)    090 33 00.     (W)     SCALED    
 KC0157* NAVD 88     -       145.464  (meters)     477.24   (feet)  ADJUSTED  
 KC0157  ___________________________________________________________________
 KC0157  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KC0157  DYNAMIC HT  -         145.380 (meters)     476.97  (feet)  COMP
 KC0157  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 KC0157
 KC0157  VERT ORDER  -  FIRST     CLASS II
 KC0157
 KC0157.The horizontal coordinates were scaled from a topographic map and have
 KC0157.an estimated accuracy of +/- 6 seconds.
 KC0157
 KC0157.The orthometric height was determined by differential leveling
 KC0157.and adjusted by the National Geodetic Survey in June 1991..
 KC0157.WARNING-Repeat measurements at this control monument indicate possible
 KC0157.vertical movement.
 KC0157
 KC0157.The geoid height was determined by GEOID03.
 KC0157
 KC0157.The dynamic height is computed by dividing the NAVD 88
 KC0157.geopotential number by the normal gravity value computed on the
 KC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0157.degrees latitude (g = 980.6199 gals.).
 KC0157
 KC0157.The modeled gravity was interpolated from observed gravity values.
 KC0157
 KC0157;                    North         East    Units  Estimated Accuracy
 KC0157;SPC IL W     -   300,820.      666,970.      MT  (+/- 180 meters Scaled)
 KC0157
 KC0157                          SUPERSEDED SURVEY CONTROL
 KC0157
 KC0157  NGVD 29 (??/??/92)  145.574  (m)          477.60   (f) ADJ UNCH    1 2
 KC0157
 KC0157.Superseded values are not recommended for survey control.
 KC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0157.See file dsdata.txt to determine how the superseded data were derived.
 KC0157
 KC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD110614(NAD 83)
 KC0157_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0157_STAMPING: ELEV 484.91 FT MEMPHIS DATUM
 KC0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0157
 KC0157  HISTORY     - Date     Condition        Report By
 KC0157  HISTORY     - UNK      MONUMENTED       DOD
 KC0157  HISTORY     - 1961     GOOD             NGS
 KC0157
 KC0157                          STATION DESCRIPTION
 KC0157
 KC0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0157'6.6 MI N FROM ELDRED.
 KC0157'ABOUT 6.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0157'OF STATE HIGHWAY 108 AT ELDRED, THENCE 0.2 MILE EAST ALONG A
 KC0157'NARROW DIRT ROAD, 0.4 MILE NORTH ALONG A NARROW DIRT ROAD FROM
 KC0157'THE 375 FEET LONG BRIDGE OVER APPLE CREEK, SECTION S 28-T11 N-R
 KC0157'13 W, IN THE WEST CORNER OF A FARM YARD, NEAR A SMALL ONE STORY
 KC0157'HOUSE, 81 FEET WEST OF THE CENTER OF A DUG WELL, 43 FEET NORTHEAST
 KC0157'OF THE CENTER LINE OF THE ROAD, 133 FEET NORTHWEST OF THE CENTER
 KC0157'LINE OF A DIM ROAD LEADING NORTHEAST, 25 FEET EAST OF A FENCE
 KC0157'CORNER, 14 FEET SOUTHEAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1326 ***********************************************************************
 KB1326  DESIGNATION -  115 CR 4 IDOT 1976
 KB1326  PID         -  KB1326
 KB1326  STATE/COUNTY-  IL/MACON
 KB1326  USGS QUAD   -  MACON EAST (1983)
 KB1326
 KB1326                         *CURRENT SURVEY CONTROL
 KB1326  ___________________________________________________________________
 KB1326* NAD 83(1997)-  39 41 51.99627(N)    088 58 23.86881(W)     ADJUSTED  
 KB1326* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 KB1326  ___________________________________________________________________
 KB1326  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 KB1326  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KB1326
 KB1326  HORZ ORDER  -  SECOND
 KB1326
 KB1326.The horizontal coordinates were established by classical geodetic methods
 KB1326.and adjusted by the National Geodetic Survey in October 1999..
 KB1326
 KB1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1326
 KB1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1326
 KB1326.The geoid height was determined by GEOID03.
 KB1326
 KB1326;                    North         East     Units Scale Factor Converg.
 KB1326;SPC IL E     -   336,640.580   245,112.040   MT  1.00001208   -0 24 31.6
 KB1326;SPC IL E     - 1,104,461.64    804,171.75   sFT  1.00001208   -0 24 31.6
 KB1326;SPC IL W     -   337,114.273   802,349.649   MT  1.00007010   +0 45 44.3
 KB1326;SPC IL W     - 1,106,015.74  2,632,375.47   sFT  1.00007010   +0 45 44.3
 KB1326;UTM  16      - 4,396,075.597   330,813.507   MT  0.99995241   -1 15 38.6
 KB1326
 KB1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1326!SPC IL E     -   0.99997132  x   1.00001208  =   0.99998340
 KB1326!SPC IL W     -   0.99997132  x   1.00007010  =   1.00004142
 KB1326!UTM  16      -   0.99997132  x   0.99995241  =   0.99992373
 KB1326
 KB1326                          SUPERSEDED SURVEY CONTROL
 KB1326
 KB1326  NAD 83(1986)-  39 41 52.00471(N)    088 58 23.85916(W) AD(       ) 2
 KB1326  NAD 27      -  39 41 51.86921(N)    088 58 23.58205(W) AD(       ) 2
 KB1326  NGVD 29 (07/19/86)  215.3    (m)          706.     (f) VERT ANG       
 KB1326
 KB1326.Superseded values are not recommended for survey control.
 KB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1326.See file dsdata.txt to determine how the superseded data were derived.
 KB1326
 KB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ3081496076(NAD 83)
 KB1326_MARKER: DD = SURVEY DISK
 KB1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1326_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1326+STABILITY: SURFACE MOTION
 KB1326
 KB1326  HISTORY     - Date     Condition        Report By
 KB1326  HISTORY     - 1976     MONUMENTED       ILDT
 KB1326
 KB1326                          STATION DESCRIPTION
 KB1326
 KB1326'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976 (LHW)
 KB1326'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF DECATUR, 8
 KB1326'MILES EAST OF BLUE MOUND, 2 MILES SOUTHEAST OF MACON AND ON
 KB1326'ROAD RIGHT-OF-WAY.
 KB1326'
 KB1326'TO REACH THE STATION FROM THE POST OFFICE IN MACON, GO EAST ON
 KB1326'EAST DUNN STREET (CROSSING RAILROAD), FOR 0.1 MILE TO THE
 KB1326'JUNCTION OF SOUTH WALL STREET (U.S. HIGHWAY 51).  TURN RIGHT
 KB1326'AND GO SOUTH-SOUTHWEST ON U.S. HIGHWAY 51 FOR 0.55 MILE TO A
 KB1326'SIDE ROAD LEFT.  TURN LEFT AND GO EAST AND SOUTH ON A PAVED
 KB1326'ROAD FOR 0.2 MILE TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 KB1326'GO EAST ON THE PAVED ROAD FOR 1.35 MILES TO THE MACON ATT
 KB1326'MICROWAVE TOWER AND THE STATION ON THE LEFT.
 KB1326'
 KB1326'STATION MARK, A STANDARD ILLINOIS DEPARTMENT OF TRANSPORTATION
 KB1326'DISK STAMPED 115 CR 4 1970, IS SET IN THE TOP OF A 6-INCH
 KB1326'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 KB1326'GROUND SURFACE.  IT IS 23 FEET NORTH OF THE CENTER OF THE PAVED
 KB1326'ROAD, 11 FEET EAST OF THE CENTER OF A GATE, 3.8 FEET SOUTHEAST
 KB1326'OF A FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KB1326'
 KB1326'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KB1326'VANPRAAG, DISTANCE BEING 2806.778 METERS, WEST OF THE
 KB1326'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0259 ***********************************************************************
 LD0259  DESIGNATION -  119.6 L
 LD0259  PID         -  LD0259
 LD0259  STATE/COUNTY-  IL/MASON
 LD0259  USGS QUAD   -  HAVANA (1947)
 LD0259
 LD0259                         *CURRENT SURVEY CONTROL
 LD0259  ___________________________________________________________________
 LD0259* NAD 83(1986)-  40 17 37.     (N)    090 04 04.     (W)     SCALED    
 LD0259* NAVD 88     -       143.942  (meters)     472.25   (feet)  ADJUSTED  
 LD0259  ___________________________________________________________________
 LD0259  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0259  DYNAMIC HT  -         143.871 (meters)     472.02  (feet)  COMP
 LD0259  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 LD0259
 LD0259  VERT ORDER  -  FIRST     CLASS II
 LD0259
 LD0259.The horizontal coordinates were scaled from a topographic map and have
 LD0259.an estimated accuracy of +/- 6 seconds.
 LD0259
 LD0259.The orthometric height was determined by differential leveling
 LD0259.and adjusted by the National Geodetic Survey in June 1991..
 LD0259
 LD0259.The geoid height was determined by GEOID03.
 LD0259
 LD0259.The dynamic height is computed by dividing the NAVD 88
 LD0259.geopotential number by the normal gravity value computed on the
 LD0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0259.degrees latitude (g = 980.6199 gals.).
 LD0259
 LD0259.The modeled gravity was interpolated from observed gravity values.
 LD0259
 LD0259;                    North         East    Units  Estimated Accuracy
 LD0259;SPC IL W     -   402,590.      708,410.      MT  (+/- 180 meters Scaled)
 LD0259
 LD0259                          SUPERSEDED SURVEY CONTROL
 LD0259
 LD0259  NGVD 29 (??/??/92)  144.037  (m)          472.56   (f) ADJ UNCH    1 2
 LD0259
 LD0259.Superseded values are not recommended for survey control.
 LD0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0259.See file dsdata.txt to determine how the superseded data were derived.
 LD0259
 LD0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE492644(NAD 83)
 LD0259_MARKER: DB = BENCH MARK DISK
 LD0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0259_SP_SET: BRIDGE
 LD0259_STAMPING: 119.6 L 472.575
 LD0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LD0259+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 LD0259
 LD0259  HISTORY     - Date     Condition        Report By
 LD0259  HISTORY     - UNK      MONUMENTED       DOD
 LD0259  HISTORY     - 1961     GOOD             NGS
 LD0259  HISTORY     - 20031029 GOOD             NWS
 LD0259  HISTORY     - 20050601 GOOD             ILDT
 LD0259
 LD0259                          STATION DESCRIPTION
 LD0259
 LD0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0259'AT HAVANA.
 LD0259'AT HAVANA, AT THE EAST END OF THE LARGE U.S. HIGHWAY 136 BRIDGE
 LD0259'OVER THE ILLINOIS RIVER, ON TOP OF THE SOUTHWEST CONCRETE
 LD0259'WINGWALL OF THE BRIDGE, 33 FEET SOUTH (MEASURED DOWN) FROM THE
 LD0259'SOUTH CURB OF U.S. HIGHWAY 136, 5.4 FEET NORTHWEST OF THE
 LD0259'SOUTHEAST END OF THE WINGWALL AND 12 FEET BELOW THE LEVEL OF THE
 LD0259'HIGHWAY.
 LD0259
 LD0259                          STATION RECOVERY (2003)
 LD0259
 LD0259'RECOVERY NOTE BY NATIONAL WEATHER SERVICE 2003 (DK)
 LD0259'RECOVERED IN GOOD CONDITION.
 LD0259
 LD0259                          STATION RECOVERY (2005)
 LD0259
 LD0259'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0652 ***********************************************************************
 LC0652  DESIGNATION -  12 1
 LC0652  PID         -  LC0652
 LC0652  STATE/COUNTY-  IL/LIVINGSTON
 LC0652  USGS QUAD   -  FAIRBURY (1986)
 LC0652
 LC0652                         *CURRENT SURVEY CONTROL
 LC0652  ___________________________________________________________________
 LC0652* NAD 83(1986)-  40 44 50.     (N)    088 30 45.     (W)     SCALED    
 LC0652* NAVD 88     -       209.339  (meters)     686.81   (feet)  ADJUSTED  
 LC0652  ___________________________________________________________________
 LC0652  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0652  DYNAMIC HT  -         209.247 (meters)     686.50  (feet)  COMP
 LC0652  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 LC0652
 LC0652  VERT ORDER  -  SECOND    CLASS 0
 LC0652
 LC0652.The horizontal coordinates were scaled from a topographic map and have
 LC0652.an estimated accuracy of +/- 6 seconds.
 LC0652
 LC0652.The orthometric height was determined by differential leveling
 LC0652.and adjusted by the National Geodetic Survey in June 1991..
 LC0652
 LC0652.The geoid height was determined by GEOID03.
 LC0652
 LC0652.The dynamic height is computed by dividing the NAVD 88
 LC0652.geopotential number by the normal gravity value computed on the
 LC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0652.degrees latitude (g = 980.6199 gals.).
 LC0652
 LC0652.The modeled gravity was interpolated from observed gravity values.
 LC0652
 LC0652;                    North         East    Units  Estimated Accuracy
 LC0652;SPC IL E     -   452,990.      284,870.      MT  (+/- 180 meters Scaled)
 LC0652
 LC0652                          SUPERSEDED SURVEY CONTROL
 LC0652
 LC0652  NGVD 29 (??/??/92)  209.397  (m)          687.00   (f) ADJ UNCH    2 0
 LC0652
 LC0652.Superseded values are not recommended for survey control.
 LC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0652.See file dsdata.txt to determine how the superseded data were derived.
 LC0652
 LC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL723117(NAD 83)
 LC0652_MARKER: DD = SURVEY DISK
 LC0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0652_STAMPING: 12 1 1934
 LC0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0652+STABILITY: SURFACE MOTION
 LC0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0652+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2006
 LC0652
 LC0652  HISTORY     - Date     Condition        Report By
 LC0652  HISTORY     - 1934     MONUMENTED       ILGS
 LC0652  HISTORY     - 1935     GOOD             NGS
 LC0652  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LC0652  HISTORY     - 20060126 GOOD             INDIV
 LC0652
 LC0652                          STATION DESCRIPTION
 LC0652
 LC0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC0652'AT FAIRBURY.
 LC0652'AT FAIRBURY, LIVINGSTON COUNTY, AT THE NORTHWEST CORNER OF THE
 LC0652'CITY PARK, AT A SMALL TRIANGULAR PLOT BETWEEN INTERSECTING
 LC0652'SIDEWALKS, 60 FEET EAST OF THE NORTHEAST CORNER OF THE CITY HALL,
 LC0652'30 FEET SOUTH OF THE CENTERLINE OF A STREET, AND FLUSH WITH
 LC0652'THE GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 12 1 1934
 LC0652'AND SET IN THE TOP OF A CONCRETE POST.
 LC0652
 LC0652                          STATION RECOVERY (1985)
 LC0652
 LC0652'RECOVERY NOTE BY US POWER SQUADRON 1985 (GNK)
 LC0652'MARK NOT FOUND.
 LC0652
 LC0652                          STATION RECOVERY (2006)
 LC0652
 LC0652'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 LC0652'FOUND 68.5 FEET EAST OF THE NORTHEAST CORNER OF OLD CITY HALL, 3
 LC0652'INCHES BELOW GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0165 ***********************************************************************
 KC0165  DESIGNATION -  12 BOLT
 KC0165  PID         -  KC0165
 KC0165  STATE/COUNTY-  IL/GREENE
 KC0165  USGS QUAD   -  PEARL EAST (1980)
 KC0165
 KC0165                         *CURRENT SURVEY CONTROL
 KC0165  ___________________________________________________________________
 KC0165* NAD 83(1986)-  39 24 48.     (N)    090 33 36.     (W)     SCALED    
 KC0165* NAVD 88     -       131.732  (meters)     432.19   (feet)  ADJUSTED  
 KC0165  ___________________________________________________________________
 KC0165  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KC0165  DYNAMIC HT  -         131.656 (meters)     431.94  (feet)  COMP
 KC0165  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 KC0165
 KC0165  VERT ORDER  -  FIRST     CLASS II
 KC0165
 KC0165.The horizontal coordinates were scaled from a topographic map and have
 KC0165.an estimated accuracy of +/- 6 seconds.
 KC0165
 KC0165.The orthometric height was determined by differential leveling
 KC0165.and adjusted by the National Geodetic Survey in June 1991..
 KC0165
 KC0165.The geoid height was determined by GEOID03.
 KC0165
 KC0165.The dynamic height is computed by dividing the NAVD 88
 KC0165.geopotential number by the normal gravity value computed on the
 KC0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0165.degrees latitude (g = 980.6199 gals.).
 KC0165
 KC0165.The modeled gravity was interpolated from observed gravity values.
 KC0165
 KC0165;                    North         East    Units  Estimated Accuracy
 KC0165;SPC IL W     -   304,930.      666,130.      MT  (+/- 180 meters Scaled)
 KC0165
 KC0165                          SUPERSEDED SURVEY CONTROL
 KC0165
 KC0165  NGVD 29 (??/??/92)  131.857  (m)          432.60   (f) ADJ UNCH    1 2
 KC0165
 KC0165.Superseded values are not recommended for survey control.
 KC0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0165.See file dsdata.txt to determine how the superseded data were derived.
 KC0165
 KC0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD100654(NAD 83)
 KC0165_MARKER: B = BOLT
 KC0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0165_STAMPING: ELEV 443.96 FT MEMPHIS DATUM
 KC0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0165
 KC0165  HISTORY     - Date     Condition        Report By
 KC0165  HISTORY     - UNK      MONUMENTED       CGS
 KC0165  HISTORY     - 1961     GOOD             NGS
 KC0165
 KC0165                          STATION DESCRIPTION
 KC0165
 KC0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0165'3.2 MI S FROM HILLVIEW.
 KC0165'3.15 MILES SOUTH ALONG A BLACK TOP AND GRADED ROAD FROM THE POST
 KC0165'OFFICE AT HILLVIEW, AT THE JUNCTION OF A GRADED ROAD LEADING
 KC0165'WEST, ABOUT 100 YARDS EAST OF A BRIDGE OVER A SMALL STREAM, AT
 KC0165'GARRISON HOLLOW, ALONG THE EAST EDGE OF A YARD, NEAR A LARGE
 KC0165'TWO-STORY YELLOW FARM HOUSE, 30 FEET WEST OF THE CENTER LINE OF
 KC0165'THE ROAD, 35 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 KC0165'2 1/2 FEET SOUTH OF THE SOUTH SIDE OF A 36 INCH MAPLE TREE, A
 KC0165'COPPER BOLT LEADED IN THE TOP OF A LIMESTONE SLAB 3 1/2 FEET
 KC0165'UNDERGROUND AND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0164 ***********************************************************************
 KC0164  DESIGNATION -  12 CAP
 KC0164  PID         -  KC0164
 KC0164  STATE/COUNTY-  IL/GREENE
 KC0164  USGS QUAD   -  PEARL EAST (1980)
 KC0164
 KC0164                         *CURRENT SURVEY CONTROL
 KC0164  ___________________________________________________________________
 KC0164* NAD 83(1986)-  39 24 48.     (N)    090 33 36.     (W)     SCALED    
 KC0164* NAVD 88     -       132.950  (meters)     436.19   (feet)  ADJUSTED  
 KC0164  ___________________________________________________________________
 KC0164  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KC0164  DYNAMIC HT  -         132.873 (meters)     435.93  (feet)  COMP
 KC0164  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 KC0164
 KC0164  VERT ORDER  -  FIRST     CLASS II
 KC0164
 KC0164.The horizontal coordinates were scaled from a topographic map and have
 KC0164.an estimated accuracy of +/- 6 seconds.
 KC0164
 KC0164.The orthometric height was determined by differential leveling
 KC0164.and adjusted by the National Geodetic Survey in June 1991..
 KC0164.WARNING-Repeat measurements at this control monument indicate possible
 KC0164.vertical movement.
 KC0164
 KC0164.The geoid height was determined by GEOID03.
 KC0164
 KC0164.The dynamic height is computed by dividing the NAVD 88
 KC0164.geopotential number by the normal gravity value computed on the
 KC0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0164.degrees latitude (g = 980.6199 gals.).
 KC0164
 KC0164.The modeled gravity was interpolated from observed gravity values.
 KC0164
 KC0164;                    North         East    Units  Estimated Accuracy
 KC0164;SPC IL W     -   304,930.      666,130.      MT  (+/- 180 meters Scaled)
 KC0164
 KC0164                          SUPERSEDED SURVEY CONTROL
 KC0164
 KC0164  NGVD 29 (??/??/92)  133.092  (m)          436.65   (f) ADJ UNCH    1 2
 KC0164
 KC0164.Superseded values are not recommended for survey control.
 KC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0164.See file dsdata.txt to determine how the superseded data were derived.
 KC0164
 KC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD100654(NAD 83)
 KC0164_MARKER: DB = BENCH MARK DISK
 KC0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0164_SP_SET: BUILDING
 KC0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0164
 KC0164  HISTORY     - Date     Condition        Report By
 KC0164  HISTORY     - UNK      MONUMENTED       CGS
 KC0164  HISTORY     - 1935     GOOD             NGS
 KC0164
 KC0164                          STATION DESCRIPTION
 KC0164
 KC0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0164'2.5 MI S FROM HILLVIEW.
 KC0164'ABOUT 2-1/2 MILES SOUTH ALONG A ROAD FROM HILLVIEW, GREENE
 KC0164'COUNTY, IN SEC. 9, T 11 N, R 13 W, AT THE HEADQUARTERS HOUSE OF
 KC0164'THE HARTWELL RANCH MANGEMENT, IN THE FRONT DOORYARD, 35 FEET EAST
 KC0164'OF THE EAST SIDE OF THE HOUSE, 0.7 FOOT NORTH OF THE PROLONGATION
 KC0164'OF THE SOUTH SIDE, AND JUST INSIDE OF YARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1319 ***********************************************************************
 KA1319  DESIGNATION -  12 RE
 KA1319  PID         -  KA1319
 KA1319  STATE/COUNTY-  IL/CRAWFORD
 KA1319  USGS QUAD   -  HUTSONVILLE (1987)
 KA1319
 KA1319                         *CURRENT SURVEY CONTROL
 KA1319  ___________________________________________________________________
 KA1319* NAD 83(1986)-  39 04 46.     (N)    087 37 34.     (W)     SCALED    
 KA1319* NAVD 88     -       136.738  (meters)     448.61   (feet)  ADJUSTED  
 KA1319  ___________________________________________________________________
 KA1319  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KA1319  DYNAMIC HT  -         136.657 (meters)     448.35  (feet)  COMP
 KA1319  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 KA1319
 KA1319  VERT ORDER  -  FIRST     CLASS II
 KA1319
 KA1319.The horizontal coordinates were scaled from a topographic map and have
 KA1319.an estimated accuracy of +/- 6 seconds.
 KA1319
 KA1319.The orthometric height was determined by differential leveling
 KA1319.and adjusted by the National Geodetic Survey in June 1991..
 KA1319
 KA1319.The geoid height was determined by GEOID03.
 KA1319
 KA1319.The dynamic height is computed by dividing the NAVD 88
 KA1319.geopotential number by the normal gravity value computed on the
 KA1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1319.degrees latitude (g = 980.6199 gals.).
 KA1319
 KA1319.The modeled gravity was interpolated from observed gravity values.
 KA1319
 KA1319;                    North         East    Units  Estimated Accuracy
 KA1319;SPC IL E     -   268,040.      361,190.      MT  (+/- 180 meters Scaled)
 KA1319
 KA1319                          SUPERSEDED SURVEY CONTROL
 KA1319
 KA1319  NGVD 29 (??/??/92)  136.867  (m)          449.04   (f) ADJ UNCH    1 2
 KA1319
 KA1319.Superseded values are not recommended for survey control.
 KA1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1319.See file dsdata.txt to determine how the superseded data were derived.
 KA1319
 KA1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ458257(NAD 83)
 KA1319_MARKER: DD = SURVEY DISK
 KA1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1319_STAMPING: 12 RE 1956
 KA1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1319+STABILITY: SURFACE MOTION
 KA1319
 KA1319  HISTORY     - Date     Condition        Report By
 KA1319  HISTORY     - 1956     MONUMENTED       USGS
 KA1319  HISTORY     - 1956     GOOD             NGS
 KA1319
 KA1319                          STATION DESCRIPTION
 KA1319
 KA1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1319'2.9 MI SE FROM HUTSONVILLE.
 KA1319'2.9 MILES SOUTHEAST ALONG LINCOLN NATIONAL MEMORIAL HIGHWAY
 KA1319'FROM THE SCHOOL AT HUTSONVILLE, ABOUT 0.45 MILE NORTH OF AN
 KA1319'EAST-WEST CROSSROAD, LOCATED IN THE SOUTHEAST CORNER OF A
 KA1319'TRIANGLE FORMED BY THE NEW ROAD AND ABANDONED ROADS, ON THE
 KA1319'OUTSIDE OF A CURVE IN HIGHWAY WITH TANGENTS EXTENDING SOUTH AND
 KA1319'WEST, 56 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 168 FEET
 KA1319'SOUTH OF CENTER OF ABANDONED ROAD ON NORTH SIDE OF TRIANGLE,
 KA1319'41 FEET WEST OF CENTER LINE OF ABANDONED ROAD ON EAST SIDE OF
 KA1319'TRIANGLE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 KA1319'1 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 KA1319'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0069 ***********************************************************************
 HB0069  DESIGNATION -  1256 BOLT USE
 HB0069  PID         -  HB0069
 HB0069  STATE/COUNTY-  IL/GALLATIN
 HB0069  USGS QUAD   -  SHAWNEETOWN (1996)
 HB0069
 HB0069                         *CURRENT SURVEY CONTROL
 HB0069  ___________________________________________________________________
 HB0069* NAD 83(1986)-  37 40 19.     (N)    088 09 16.     (W)     SCALED    
 HB0069* NAVD 88     -       103.935  (meters)     340.99   (feet)  ADJUSTED  
 HB0069  ___________________________________________________________________
 HB0069  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HB0069  DYNAMIC HT  -         103.863 (meters)     340.76  (feet)  COMP
 HB0069  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 HB0069
 HB0069  VERT ORDER  -  FIRST     CLASS II
 HB0069
 HB0069.The horizontal coordinates were scaled from a topographic map and have
 HB0069.an estimated accuracy of +/- 6 seconds.
 HB0069
 HB0069.The orthometric height was determined by differential leveling
 HB0069.and adjusted by the National Geodetic Survey in June 1991..
 HB0069
 HB0069.The geoid height was determined by GEOID03.
 HB0069
 HB0069.The dynamic height is computed by dividing the NAVD 88
 HB0069.geopotential number by the normal gravity value computed on the
 HB0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0069.degrees latitude (g = 980.6199 gals.).
 HB0069
 HB0069.The modeled gravity was interpolated from observed gravity values.
 HB0069
 HB0069;                    North         East    Units  Estimated Accuracy
 HB0069;SPC IL E     -   111,580.      315,780.      MT  (+/- 180 meters Scaled)
 HB0069
 HB0069                          SUPERSEDED SURVEY CONTROL
 HB0069
 HB0069  NGVD 29 (??/??/??)  104.037  (m)          341.33   (f) ADJUSTED    1 2
 HB0069
 HB0069.Superseded values are not recommended for survey control.
 HB0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0069.See file dsdata.txt to determine how the superseded data were derived.
 HB0069
 HB0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG981700(NAD 83)
 HB0069_MARKER: B = BOLT
 HB0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0069_SP_SET: CONCRETE
 HB0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0069
 HB0069  HISTORY     - Date     Condition        Report By
 HB0069  HISTORY     - UNK      MONUMENTED       DOD
 HB0069  HISTORY     - 1949     POOR             CGS
 HB0069
 HB0069                          STATION DESCRIPTION
 HB0069
 HB0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0069'1.8 MI S FROM SHAWNEETOWN.
 HB0069'ABOUT 0.85 MILE SOUTH ALONG A GRAVEL ROAD FROM THE LOUISVILLE
 HB0069'AND NASHVILLE RAILROAD STATION AT SHAWNEETOWN, THENCE ABOUT 0.95
 HB0069'MILE SOUTH ALONG THE BANK OF THE OHIO RIVER, AT THE MOUTH OF A
 HB0069'CREEK, 265 FEET SOUTH OF THE SOUTH BANK OF THE CREEK, 36 FEET
 HB0069'WEST OF THE TOP OF THE RIVER BANK, 48 FEET SOUTH-SOUTHWEST OF A
 HB0069'24-INCH TWIN MAPLE TREE THAT IS LOCATED AT AN ANGLE IN WIRE
 HB0069'FENCE LINE, 70.0 FEET SOUTHWEST OF A 3/8-INCH IRON PIN IN A
 HB0069'TWIN 36-INCH MAPLE TREE, 36 FEET NORTHWEST OF A MULTIPLE HEDGE
 HB0069'AND LOCUST GROWING AT THE TOP OF THE RIVER BANK, 32 FEET
 HB0069'NORTHEAST OF A FORKED LOCUST TREE GROWING AT THE TOP OF THE
 HB0069'RIVER BANK, 32 FEET NORTHEAST OF A FORKED LOCUST TREE GROWING
 HB0069'AT THE NORTHEAST CORNER OF A CORN FIELD, AND ABOUT 6 INCHES
 HB0069'UNDER GROUND.  NOTE-- BY COMPARING ORIGINAL AND PRESENT
 HB0069'DESCRIPTION OF MARK RIVER BANK HAS EVIDENTLY WASHED AWAY QUIET
 HB0069'A LOT IN RECENT YEARS.  THE RIVER BANK IS STEEP AT THIS POINT
 HB0069'AND IS PROBABLY WASHED AWAY FOR SOME DISTANCE BELOW TOP OF BANK.
 HB0069'MARK WILL PROBABLY BE CAVED IN THE RIVER IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3353 ***********************************************************************
 ME3353  DESIGNATION -  127
 ME3353  PID         -  ME3353
 ME3353  STATE/COUNTY-  IL/COOK
 ME3353  USGS QUAD   -  LAKE CALUMET (1997)
 ME3353
 ME3353                         *CURRENT SURVEY CONTROL
 ME3353  ___________________________________________________________________
 ME3353* NAD 83(1986)-  41 42 56.     (N)    087 33 03.     (W)     SCALED    
 ME3353* NAVD 88     -       179.588  (meters)     589.20   (feet)  ADJUSTED  
 ME3353  ___________________________________________________________________
 ME3353  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME3353  DYNAMIC HT  -         179.525 (meters)     588.99  (feet)  COMP
 ME3353  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 ME3353
 ME3353  VERT ORDER  -  FIRST     CLASS II
 ME3353
 ME3353.The horizontal coordinates were scaled from a topographic map and have
 ME3353.an estimated accuracy of +/- 6 seconds.
 ME3353
 ME3353.The orthometric height was determined by differential leveling
 ME3353.and adjusted by the National Geodetic Survey in April 1995..
 ME3353
 ME3353.The geoid height was determined by GEOID03.
 ME3353
 ME3353.The dynamic height is computed by dividing the NAVD 88
 ME3353.geopotential number by the normal gravity value computed on the
 ME3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3353.degrees latitude (g = 980.6199 gals.).
 ME3353
 ME3353.The modeled gravity was interpolated from observed gravity values.
 ME3353
 ME3353;                    North         East    Units  Estimated Accuracy
 ME3353;SPC IL E     -   560,810.      365,120.      MT  (+/- 180 meters Scaled)
 ME3353
 ME3353                          SUPERSEDED SURVEY CONTROL
 ME3353
 ME3353  NGVD 29 (01/19/93)  179.702  (m)          589.57   (f) ADJUSTED    1 2
 ME3353
 ME3353.Superseded values are not recommended for survey control.
 ME3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3353.See file dsdata.txt to determine how the superseded data were derived.
 ME3353
 ME3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM541183(NAD 83)
 ME3353_MARKER: B = BOLT
 ME3353_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ME3353_SP_SET: IRREGULAR CONCRETE MASS
 ME3353_MARK LOGO: NONE  
 ME3353_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3353+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME3353
 ME3353  HISTORY     - Date     Condition        Report By
 ME3353  HISTORY     - UNK      MONUMENTED       IL1670
 ME3353  HISTORY     - 19920806 GOOD             NGS
 ME3353
 ME3353                          STATION DESCRIPTION
 ME3353
 ME3353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3353'IN CHICAGO, AT THE INTERSECTION OF 99TH STREET AND COMMERCIAL AVENUE,
 ME3353'15.2 M (49.9 FT) NORTH OF THE EXTENDED CENTER OF THE STREET, 11.9 M
 ME3353'(39.0 FT) EAST OF AND LEVEL WITH THE AVENUE CENTERLINE, 3.8 M
 ME3353'(12.5 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 1.5 M (4.9 FT) WEST OF
 ME3353'THE WEST EDGE OF A SIDEWALK, AND THE MONUMENT IS RECESSED 0.1 M
 ME3353'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0171 ***********************************************************************
 KC0171  DESIGNATION -  13
 KC0171  PID         -  KC0171
 KC0171  STATE/COUNTY-  IL/GREENE
 KC0171  USGS QUAD   -  PEARL EAST (1980)
 KC0171
 KC0171                         *CURRENT SURVEY CONTROL
 KC0171  ___________________________________________________________________
 KC0171* NAD 83(1986)-  39 27 06.     (N)    090 32 54.     (W)     SCALED    
 KC0171* NAVD 88     -       132.436  (meters)     434.50   (feet)  ADJUSTED  
 KC0171  ___________________________________________________________________
 KC0171  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KC0171  DYNAMIC HT  -         132.359 (meters)     434.25  (feet)  COMP
 KC0171  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 KC0171
 KC0171  VERT ORDER  -  FIRST     CLASS II
 KC0171
 KC0171.The horizontal coordinates were scaled from a topographic map and have
 KC0171.an estimated accuracy of +/- 6 seconds.
 KC0171
 KC0171.The orthometric height was determined by differential leveling
 KC0171.and adjusted by the National Geodetic Survey in June 1991..
 KC0171
 KC0171.The geoid height was determined by GEOID03.
 KC0171
 KC0171.The dynamic height is computed by dividing the NAVD 88
 KC0171.geopotential number by the normal gravity value computed on the
 KC0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0171.degrees latitude (g = 980.6199 gals.).
 KC0171
 KC0171.The modeled gravity was interpolated from observed gravity values.
 KC0171
 KC0171;                    North         East    Units  Estimated Accuracy
 KC0171;SPC IL W     -   309,180.      667,150.      MT  (+/- 180 meters Scaled)
 KC0171
 KC0171                          SUPERSEDED SURVEY CONTROL
 KC0171
 KC0171  NGVD 29 (??/??/92)  132.56   (m)          434.9    (f) COMPUTED    1 2
 KC0171
 KC0171.Superseded values are not recommended for survey control.
 KC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0171.See file dsdata.txt to determine how the superseded data were derived.
 KC0171
 KC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD109697(NAD 83)
 KC0171_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0171_STAMPING: ELEV 442.44 1903 FT MEMPHIS DATUM
 KC0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0171
 KC0171  HISTORY     - Date     Condition        Report By
 KC0171  HISTORY     - 1903     MONUMENTED       CGS
 KC0171  HISTORY     - 1961     GOOD             NGS
 KC0171
 KC0171                          STATION DESCRIPTION
 KC0171
 KC0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0171'0.3 MI W FROM HILLVIEW.
 KC0171'ABOUT 0.3 MILE WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 KC0171'FROM THE POST OFFICE AT HILLVIEW, 6 RAILS WEST OF THE WEST END
 KC0171'OF A GRAIN ELEVATOR, 20 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE
 KC0171'SOUTH ONE OF TWO TRACKS, BETWEEN THE TRACKS AND A LEVEE, 48
 KC0171'FEET SOUTH AND ACROSS SIDE TRACK FROM SOUTH RAIL OF MAIN TRACK,
 KC0171'44 FEET SOUTHEAST OF THE 3RD TELEPHONE POLE WEST OF THE
 KC0171'ELEVATOR, THE CAP IS 3 FEET UNDERGROUND ACCESS TO WHICH IS HAD
 KC0171'THROUGH A 6-INCH TILE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL
 KC0171'OF THE GROUND, 4 FEET NORTH OF A METAL WITNESS POST, AND 5 FEET
 KC0171'BELOW THE LEVEL OF THE TRACK.  NOTE-- THE COPPER BOLT WAS NOT
 KC0171'DUG UP DUE TO THE DEPTH OF THE BOLT.  THE ROD WAS HELD ON THE
 KC0171'TOP OF CAP AND THE CAP APPEARS OK BUT WAS NOT DUG UP TO SEE IF
 KC0171'PIPE WAS SOLID.  PIPE REPORTED IN 1941 TO BE LEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1323 ***********************************************************************
 KA1323  DESIGNATION -  13 RE
 KA1323  PID         -  KA1323
 KA1323  STATE/COUNTY-  IL/CRAWFORD
 KA1323  USGS QUAD   -  MEROM (1986)
 KA1323
 KA1323                         *CURRENT SURVEY CONTROL
 KA1323  ___________________________________________________________________
 KA1323* NAD 83(1986)-  39 02 26.     (N)    087 36 45.     (W)     SCALED    
 KA1323* NAVD 88     -       137.895  (meters)     452.41   (feet)  ADJUSTED  
 KA1323  ___________________________________________________________________
 KA1323  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KA1323  DYNAMIC HT  -         137.814 (meters)     452.14  (feet)  COMP
 KA1323  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 KA1323
 KA1323  VERT ORDER  -  FIRST     CLASS II
 KA1323
 KA1323.The horizontal coordinates were scaled from a topographic map and have
 KA1323.an estimated accuracy of +/- 6 seconds.
 KA1323
 KA1323.The orthometric height was determined by differential leveling
 KA1323.and adjusted by the National Geodetic Survey in June 1991..
 KA1323
 KA1323.The geoid height was determined by GEOID03.
 KA1323
 KA1323.The dynamic height is computed by dividing the NAVD 88
 KA1323.geopotential number by the normal gravity value computed on the
 KA1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1323.degrees latitude (g = 980.6199 gals.).
 KA1323
 KA1323.The modeled gravity was interpolated from observed gravity values.
 KA1323
 KA1323;                    North         East    Units  Estimated Accuracy
 KA1323;SPC IL E     -   263,730.      362,410.      MT  (+/- 180 meters Scaled)
 KA1323
 KA1323                          SUPERSEDED SURVEY CONTROL
 KA1323
 KA1323  NGVD 29 (??/??/92)  138.027  (m)          452.84   (f) ADJ UNCH    1 2
 KA1323
 KA1323.Superseded values are not recommended for survey control.
 KA1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1323.See file dsdata.txt to determine how the superseded data were derived.
 KA1323
 KA1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ469214(NAD 83)
 KA1323_MARKER: DD = SURVEY DISK
 KA1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1323_STAMPING: 13 RE 1956
 KA1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1323+STABILITY: SURFACE MOTION
 KA1323
 KA1323  HISTORY     - Date     Condition        Report By
 KA1323  HISTORY     - 1956     MONUMENTED       USGS
 KA1323  HISTORY     - 1956     GOOD             NGS
 KA1323
 KA1323                          STATION DESCRIPTION
 KA1323
 KA1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1323'2.5 MI NW FROM PALESTINE.
 KA1323'2.5 MILES NORTH AND NORTHWEST ALONG LINCOLN NATIONAL MEMORIAL
 KA1323'HIGHWAY FROM THE ILLINOIS CENTRAL RAILROAD FREIGHT STATION AT
 KA1323'PALESTINE, ABOUT 0.25 MILE SOUTHEAST OF JUNCTION OF A GRAVEL
 KA1323'ROAD WEST, 32 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 145
 KA1323'FEET EAST AND ACROSS HIGHWAY FROM NORTH CORNER OF A 1 1/2-STORY
 KA1323'HOUSE WITH ASBESTOS SIDING OWEND BY MR. LAWRENCE LOWE, 110 FEET
 KA1323'EAST-SOUTHEAST AND ACROSS HIGHWAY FROM A POWER POLE WITH A
 KA1323'TRANSFORMER, 22 FEET NORTHWEST OF CENTER LINE OF A DRIVE
 KA1323'NORTHEAST TO A FIELD, 2 FEET NORTH OF A TELEPHONE POLE, 1 FOOT
 KA1323'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 KA1323'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1799 ***********************************************************************
 ME1799  DESIGNATION -  130
 ME1799  PID         -  ME1799
 ME1799  STATE/COUNTY-  IL/COOK
 ME1799  USGS QUAD   -  ENGLEWOOD (1997)
 ME1799
 ME1799                         *CURRENT SURVEY CONTROL
 ME1799  ___________________________________________________________________
 ME1799* NAD 83(1986)-  41 49 51.     (N)    087 42 16.     (W)     SCALED    
 ME1799* NAVD 88     -       182.803  (meters)     599.75   (feet)  ADJUSTED  
 ME1799  ___________________________________________________________________
 ME1799  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1799  DYNAMIC HT  -         182.740 (meters)     599.54  (feet)  COMP
 ME1799  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 ME1799
 ME1799  VERT ORDER  -  FIRST     CLASS II
 ME1799
 ME1799.The horizontal coordinates were scaled from a topographic map and have
 ME1799.an estimated accuracy of +/- 6 seconds.
 ME1799
 ME1799.The orthometric height was determined by differential leveling
 ME1799.and adjusted by the National Geodetic Survey in June 1991..
 ME1799
 ME1799.The geoid height was determined by GEOID03.
 ME1799
 ME1799.The dynamic height is computed by dividing the NAVD 88
 ME1799.geopotential number by the normal gravity value computed on the
 ME1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1799.degrees latitude (g = 980.6199 gals.).
 ME1799
 ME1799.The modeled gravity was interpolated from observed gravity values.
 ME1799
 ME1799;                    North         East    Units  Estimated Accuracy
 ME1799;SPC IL E     -   573,510.      352,240.      MT  (+/- 180 meters Scaled)
 ME1799
 ME1799                          SUPERSEDED SURVEY CONTROL
 ME1799
 ME1799  NGVD 29 (??/??/92)  182.89   (m)          600.0    (f) COMPUTED    1 2
 ME1799
 ME1799.Superseded values are not recommended for survey control.
 ME1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1799.See file dsdata.txt to determine how the superseded data were derived.
 ME1799
 ME1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM415312(NAD 83)
 ME1799_MARKER: B = BOLT
 ME1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1799_SP_SET: STONE
 ME1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1799+STABILITY: SURFACE MOTION
 ME1799
 ME1799  HISTORY     - Date     Condition        Report By
 ME1799  HISTORY     - UNK      MONUMENTED       CGS
 ME1799  HISTORY     - 1947     POOR             NGS
 ME1799
 ME1799                          STATION DESCRIPTION
 ME1799
 ME1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1799'AT CHICAGO.
 ME1799'AT CHICAGO, AT THE SOUTH END OF THE SOUTH KEDZIE AVENUE BRIDGE
 ME1799'OVER THE CHICAGO DRAINAGE CANAL, SET IN THE TOP OF THE SOUTHWEST
 ME1799'STONE WING WALL OF THE BRIDGE, 13.0 FEET SOUTHWEST OF THE
 ME1799'NORTHEAST END OF THE STONE GUARD RAIL OVER THE WING WALL, 14.0
 ME1799'FEET NORTHEAST OF THE SOUTHWEST END OF THE STONE GUARD RAIL OVER
 ME1799'THE WING WALL, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST FACE OF THE
 ME1799'GUARD RAIL, AND ABOUT 0.4 FOOT ABOVE THE BRIDGE FLOOR.  A COPPER
 ME1799'BOLT LEADED IN THE HORIZONTAL SURFACE OF BRIDGE WING WALL, WITH
 ME1799'THE LETTERS U.S. CHISELED IN STONE.  NOTE-- THE COPPER BOLT IS
 ME1799'LOOSE AND IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0467 ***********************************************************************
 LD0467  DESIGNATION -  14
 LD0467  PID         -  LD0467
 LD0467  STATE/COUNTY-  IL/HENDERSON
 LD0467  USGS QUAD   -  BURLINGTON (1979)
 LD0467
 LD0467                         *CURRENT SURVEY CONTROL
 LD0467  ___________________________________________________________________
 LD0467* NAD 83(1986)-  40 47 58.     (N)    091 05 19.     (W)     SCALED    
 LD0467* NAVD 88     -       165.196  (meters)     541.98   (feet)  ADJUSTED  
 LD0467  ___________________________________________________________________
 LD0467  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0467  DYNAMIC HT  -         165.120 (meters)     541.73  (feet)  COMP
 LD0467  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 LD0467
 LD0467  VERT ORDER  -  SECOND    CLASS 0
 LD0467
 LD0467.The horizontal coordinates were scaled from a topographic map and have
 LD0467.an estimated accuracy of +/- 6 seconds.
 LD0467
 LD0467.The orthometric height was determined by differential leveling
 LD0467.and adjusted by the National Geodetic Survey in June 1991..
 LD0467
 LD0467.The geoid height was determined by GEOID03.
 LD0467
 LD0467.The dynamic height is computed by dividing the NAVD 88
 LD0467.geopotential number by the normal gravity value computed on the
 LD0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0467.degrees latitude (g = 980.6199 gals.).
 LD0467
 LD0467.The modeled gravity was interpolated from observed gravity values.
 LD0467
 LD0467;                    North         East    Units  Estimated Accuracy
 LD0467;SPC IL W     -   459,160.      622,200.      MT  (+/- 180 meters Scaled)
 LD0467
 LD0467                          SUPERSEDED SURVEY CONTROL
 LD0467
 LD0467  NGVD 29 (??/??/92)  165.231  (m)          542.10   (f) ADJ UNCH    2 0
 LD0467
 LD0467.Superseded values are not recommended for survey control.
 LD0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0467.See file dsdata.txt to determine how the superseded data were derived.
 LD0467
 LD0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF612182(NAD 83)
 LD0467_MARKER: B = BOLT
 LD0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0467_SP_SET: BRIDGE
 LD0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0467
 LD0467  HISTORY     - Date     Condition        Report By
 LD0467  HISTORY     - UNK      MONUMENTED       DOD
 LD0467  HISTORY     - 1935     GOOD             NGS
 LD0467  HISTORY     - 1935     MARK NOT FOUND   NGS
 LD0467  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0467
 LD0467                          STATION DESCRIPTION
 LD0467
 LD0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0467'AT BURLINGTON.
 LD0467'IN HENDERSON COUNTY, ILLINOIS, AT THE CHICAGO, BURLINGTON AND
 LD0467'QUINCY RAILROAD BRIDGE OVER MISSISSIPPI RIVER AT BURLINGTON, DES
 LD0467'MOINES COUNTY, IOWA, AND IN THE NORTH END OF THE EAST ABUTMENT.
 LD0467'THE TOP OF A COPPER BOLT LEADED VERTICALLY AND SURROUNDED BY THE
 LD0467'LETTERS USPBM CUT IN THE ABUTMENT.
 LD0467
 LD0467                          STATION RECOVERY (1935)
 LD0467
 LD0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 LD0467'MARK NOT FOUND.
 LD0467
 LD0467                          STATION RECOVERY (2001)
 LD0467
 LD0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0467'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1821 ***********************************************************************
 LB1821  DESIGNATION -  14 M
 LB1821  PID         -  LB1821
 LB1821  STATE/COUNTY-  IL/CHAMPAIGN
 LB1821  USGS QUAD   -  HOMER (1975)
 LB1821
 LB1821                         *CURRENT SURVEY CONTROL
 LB1821  ___________________________________________________________________
 LB1821* NAD 83(1986)-  40 02 04.     (N)    087 57 36.     (W)     SCALED    
 LB1821* NAVD 88     -       205.069  (meters)     672.80   (feet)  ADJUSTED  
 LB1821  ___________________________________________________________________
 LB1821  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LB1821  DYNAMIC HT  -         204.964 (meters)     672.45  (feet)  COMP
 LB1821  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 LB1821
 LB1821  VERT ORDER  -  FIRST     CLASS II
 LB1821
 LB1821.The horizontal coordinates were scaled from a topographic map and have
 LB1821.an estimated accuracy of +/- 6 seconds.
 LB1821
 LB1821.The orthometric height was determined by differential leveling
 LB1821.and adjusted by the National Geodetic Survey in June 1991..
 LB1821
 LB1821.The geoid height was determined by GEOID03.
 LB1821
 LB1821.The dynamic height is computed by dividing the NAVD 88
 LB1821.geopotential number by the normal gravity value computed on the
 LB1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1821.degrees latitude (g = 980.6199 gals.).
 LB1821
 LB1821.The modeled gravity was interpolated from observed gravity values.
 LB1821
 LB1821;                    North         East    Units  Estimated Accuracy
 LB1821;SPC IL E     -   373,890.      331,860.      MT  (+/- 180 meters Scaled)
 LB1821
 LB1821                          SUPERSEDED SURVEY CONTROL
 LB1821
 LB1821  NGVD 29 (??/??/92)  205.119  (m)          672.96   (f) ADJ UNCH    1 2
 LB1821
 LB1821.Superseded values are not recommended for survey control.
 LB1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1821.See file dsdata.txt to determine how the superseded data were derived.
 LB1821
 LB1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK180320(NAD 83)
 LB1821_MARKER: DD = SURVEY DISK
 LB1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1821_STAMPING: 14 M ILL 1929
 LB1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1821+STABILITY: SURFACE MOTION
 LB1821
 LB1821  HISTORY     - Date     Condition        Report By
 LB1821  HISTORY     - 1929     MONUMENTED       USGS
 LB1821  HISTORY     - 1954     GOOD             NGS
 LB1821  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1821  HISTORY     - 20051128 MARK NOT FOUND   ILDT
 LB1821
 LB1821                          STATION DESCRIPTION
 LB1821
 LB1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1821'AT HOMER.
 LB1821'AT HOMER, ABOUT 0.15 MILE WEST OF CROSSING OF THE WABASH RAILROAD
 LB1821'AND STATE HIGHWAY 49, 126 FEET NORTH-NORTHWEST OF CENTER OF
 LB1821'CROSSING OF THE TRACK AND THE FIRST STREET WEST OF RAILROAD
 LB1821'STATION, 123 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 32 FEET
 LB1821'WEST-SOUTHWEST OF CENTER OF INTERSECTION OF SOUTH ELLEN STREET
 LB1821'AND WEST WABASH STREET, 1 FOOT WEST OF WEST EDGE OF A SIDE WALK,
 LB1821'29 FEET NORTHEAST OF NORTHEAST CORNER OF A 1 1/2-STORY HOUSE,
 LB1821'ABOUT LEVEL WITH SIDE WALK AND SET IN THE TOP OF A CONCRETE
 LB1821'POST ABOUT FLUSH WITH GROUND.
 LB1821
 LB1821                          STATION RECOVERY (1986)
 LB1821
 LB1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1821'MARK NOT FOUND.
 LB1821
 LB1821                          STATION RECOVERY (2005)
 LB1821
 LB1821'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1296 ***********************************************************************
 KA1296  DESIGNATION -  14 RE
 KA1296  PID         -  KA1296
 KA1296  STATE/COUNTY-  IL/CLARK
 KA1296  USGS QUAD   -  FAIRBANKS (1977)
 KA1296
 KA1296                         *CURRENT SURVEY CONTROL
 KA1296  ___________________________________________________________________
 KA1296* NAD 83(1986)-  39 12 55.     (N)    087 36 35.     (W)     SCALED    
 KA1296* NAVD 88     -       136.713  (meters)     448.53   (feet)  ADJUSTED  
 KA1296  ___________________________________________________________________
 KA1296  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KA1296  DYNAMIC HT  -         136.634 (meters)     448.27  (feet)  COMP
 KA1296  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KA1296
 KA1296  VERT ORDER  -  FIRST     CLASS II
 KA1296
 KA1296.The horizontal coordinates were scaled from a topographic map and have
 KA1296.an estimated accuracy of +/- 6 seconds.
 KA1296
 KA1296.The orthometric height was determined by differential leveling
 KA1296.and adjusted by the National Geodetic Survey in June 1991..
 KA1296
 KA1296.The geoid height was determined by GEOID03.
 KA1296
 KA1296.The dynamic height is computed by dividing the NAVD 88
 KA1296.geopotential number by the normal gravity value computed on the
 KA1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1296.degrees latitude (g = 980.6199 gals.).
 KA1296
 KA1296.The modeled gravity was interpolated from observed gravity values.
 KA1296
 KA1296;                    North         East    Units  Estimated Accuracy
 KA1296;SPC IL E     -   283,130.      362,490.      MT  (+/- 180 meters Scaled)
 KA1296
 KA1296                          SUPERSEDED SURVEY CONTROL
 KA1296
 KA1296  NGVD 29 (??/??/92)  136.832  (m)          448.92   (f) ADJ UNCH    1 2
 KA1296
 KA1296.Superseded values are not recommended for survey control.
 KA1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1296.See file dsdata.txt to determine how the superseded data were derived.
 KA1296
 KA1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ473408(NAD 83)
 KA1296_MARKER: DB = BENCH MARK DISK
 KA1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1296_STAMPING: 14 RE 1956
 KA1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1296+STABILITY: SURFACE MOTION
 KA1296
 KA1296  HISTORY     - Date     Condition        Report By
 KA1296  HISTORY     - 1956     MONUMENTED       USGS
 KA1296  HISTORY     - 1956     GOOD             NGS
 KA1296  HISTORY     - 20050210 MARK NOT FOUND   ILDT
 KA1296
 KA1296                          STATION DESCRIPTION
 KA1296
 KA1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1296'5 MI NE FROM YORK.
 KA1296'3.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT YORK,
 KA1296'THENCE ABOUT 1.85 MILES EAST ALONG A BLACK TOP AND GRAVEL ROAD,
 KA1296'AT THE JUNCTION OF A ROAD SOUTH, 52 FEET SOUTH OF CENTER LINE OF
 KA1296'ROAD, 19 FEET EAST OF CENTER LINE OF ROAD SOUTH, 2 FEET NORTH OF
 KA1296'A TELEPHONE POLE, ABOUT 1/2 FOOT ABOVE LEVEL OF ROADS AND SET
 KA1296'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA1296
 KA1296                          STATION RECOVERY (2005)
 KA1296
 KA1296'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1197 ***********************************************************************
 LC1197  DESIGNATION -  14 S
 LC1197  PID         -  LC1197
 LC1197  STATE/COUNTY-  IL/LOGAN
 LC1197  USGS QUAD   -  NEW HOLLAND (1980)
 LC1197
 LC1197                         *CURRENT SURVEY CONTROL
 LC1197  ___________________________________________________________________
 LC1197* NAD 83(1986)-  40 08 34.     (N)    089 35 27.     (W)     SCALED    
 LC1197* NAVD 88     -       159.530  (meters)     523.39   (feet)  ADJUSTED  
 LC1197  ___________________________________________________________________
 LC1197  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LC1197  DYNAMIC HT  -         159.447 (meters)     523.12  (feet)  COMP
 LC1197  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 LC1197
 LC1197  VERT ORDER  -  SECOND    CLASS 0
 LC1197
 LC1197.The horizontal coordinates were scaled from a topographic map and have
 LC1197.an estimated accuracy of +/- 6 seconds.
 LC1197
 LC1197.The orthometric height was determined by differential leveling
 LC1197.and adjusted by the National Geodetic Survey in June 1991..
 LC1197
 LC1197.The geoid height was determined by GEOID03.
 LC1197
 LC1197.The dynamic height is computed by dividing the NAVD 88
 LC1197.geopotential number by the normal gravity value computed on the
 LC1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1197.degrees latitude (g = 980.6199 gals.).
 LC1197
 LC1197.The modeled gravity was interpolated from observed gravity values.
 LC1197
 LC1197;                    North         East    Units  Estimated Accuracy
 LC1197;SPC IL W     -   386,000.      749,070.      MT  (+/- 180 meters Scaled)
 LC1197
 LC1197                          SUPERSEDED SURVEY CONTROL
 LC1197
 LC1197  NGVD 29 (??/??/92)  159.622  (m)          523.69   (f) ADJ UNCH    2 0
 LC1197
 LC1197.Superseded values are not recommended for survey control.
 LC1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1197.See file dsdata.txt to determine how the superseded data were derived.
 LC1197
 LC1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK792468(NAD 83)
 LC1197_MARKER: DD = SURVEY DISK
 LC1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1197_STAMPING: TT 14 S 1928
 LC1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1197+STABILITY: SURFACE MOTION
 LC1197
 LC1197  HISTORY     - Date     Condition        Report By
 LC1197  HISTORY     - 1928     MONUMENTED       CGS
 LC1197  HISTORY     - 1935     GOOD             NGS
 LC1197
 LC1197                          STATION DESCRIPTION
 LC1197
 LC1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC1197'3.1 MI N FROM MIDDLETOWN.
 LC1197'3.1 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 LC1197'STATION AT MIDDLETOWN, LOGAN COUNTY, 535 FEET WEST OF THE CENTER
 LC1197'OF THE CROSSING OF A ROAD LEADING SOUTH, 500 FEET WEST OF THE
 LC1197'CENTER OF SECTION 31, T 20 N, R 4 W, IN THE SOUTHWEST ANGLE OF
 LC1197'THE CROSSING, AND 7 FEET EAST OF A FENCE CORNER.  A UNITED STATES
 LC1197'GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 14 S 1928 AND SET IN
 LC1197'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0720 ***********************************************************************
 LC0720  DESIGNATION -  14 WA
 LC0720  PID         -  LC0720
 LC0720  STATE/COUNTY-  IL/MCLEAN
 LC0720  USGS QUAD   -  LEXINGTON (1981)
 LC0720
 LC0720                         *CURRENT SURVEY CONTROL
 LC0720  ___________________________________________________________________
 LC0720* NAD 83(1986)-  40 38 29.     (N)    088 47 00.     (W)     SCALED    
 LC0720* NAVD 88     -       229.564  (meters)     753.16   (feet)  ADJUSTED  
 LC0720  ___________________________________________________________________
 LC0720  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0720  DYNAMIC HT  -         229.460 (meters)     752.82  (feet)  COMP
 LC0720  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 LC0720
 LC0720  VERT ORDER  -  SECOND    CLASS 0
 LC0720
 LC0720.The horizontal coordinates were scaled from a topographic map and have
 LC0720.an estimated accuracy of +/- 6 seconds.
 LC0720
 LC0720.The orthometric height was determined by differential leveling
 LC0720.and adjusted by the National Geodetic Survey in June 1991..
 LC0720
 LC0720.The geoid height was determined by GEOID03.
 LC0720
 LC0720.The dynamic height is computed by dividing the NAVD 88
 LC0720.geopotential number by the normal gravity value computed on the
 LC0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0720.degrees latitude (g = 980.6199 gals.).
 LC0720
 LC0720.The modeled gravity was interpolated from observed gravity values.
 LC0720
 LC0720;                    North         East    Units  Estimated Accuracy
 LC0720;SPC IL E     -   441,320.      261,940.      MT  (+/- 180 meters Scaled)
 LC0720
 LC0720                          SUPERSEDED SURVEY CONTROL
 LC0720
 LC0720  NGVD 29 (??/??/92)  229.615  (m)          753.33   (f) ADJ UNCH    2 0
 LC0720
 LC0720.Superseded values are not recommended for survey control.
 LC0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0720.See file dsdata.txt to determine how the superseded data were derived.
 LC0720
 LC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL492004(NAD 83)
 LC0720_MARKER: DD = SURVEY DISK
 LC0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0720_SP_SET: STEP
 LC0720_STAMPING: ILL 14 WA 1925
 LC0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0720
 LC0720  HISTORY     - Date     Condition        Report By
 LC0720  HISTORY     - 1925     MONUMENTED       USGS
 LC0720  HISTORY     - 1961     GOOD             NGS
 LC0720
 LC0720                          STATION DESCRIPTION
 LC0720
 LC0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0720'AT LEXINGTON.
 LC0720'IN LEXINGTON AT THE POST OFFICE, SET IN THE TOP OF THE WEST END
 LC0720'OF A CONCRETE STEP AT THE SOUTH ENTRANCE TO THE POST OFFICE, 3
 LC0720'FEET WEST OF THE CENTER OF THE ENTRANCE, 30 FEET NORTH OF THE
 LC0720'CENTER LINE OF MAIN STREET, AND 0.5 FEET ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1823 ***********************************************************************
 ME1823  DESIGNATION -  140
 ME1823  PID         -  ME1823
 ME1823  STATE/COUNTY-  IL/COOK
 ME1823  USGS QUAD   -  LAKE CALUMET (1997)
 ME1823
 ME1823                         *CURRENT SURVEY CONTROL
 ME1823  ___________________________________________________________________
 ME1823* NAD 83(1986)-  41 38 53.     (N)    087 32 45.     (W)     SCALED    
 ME1823* NAVD 88     -       178.894  (meters)     586.92   (feet)  ADJUSTED  
 ME1823  ___________________________________________________________________
 ME1823  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1823  DYNAMIC HT  -         178.829 (meters)     586.71  (feet)  COMP
 ME1823  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 ME1823
 ME1823  VERT ORDER  -  FIRST     CLASS II
 ME1823
 ME1823.The horizontal coordinates were scaled from a topographic map and have
 ME1823.an estimated accuracy of +/- 6 seconds.
 ME1823
 ME1823.The orthometric height was determined by differential leveling
 ME1823.and adjusted by the National Geodetic Survey in June 1991..
 ME1823
 ME1823.The geoid height was determined by GEOID03.
 ME1823
 ME1823.The dynamic height is computed by dividing the NAVD 88
 ME1823.geopotential number by the normal gravity value computed on the
 ME1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1823.degrees latitude (g = 980.6199 gals.).
 ME1823
 ME1823.The modeled gravity was interpolated from observed gravity values.
 ME1823
 ME1823;                    North         East    Units  Estimated Accuracy
 ME1823;SPC IL E     -   553,310.      365,600.      MT  (+/- 180 meters Scaled)
 ME1823
 ME1823                          SUPERSEDED SURVEY CONTROL
 ME1823
 ME1823  NGVD 29 (??/??/92)  178.999  (m)          587.27   (f) ADJ UNCH    1 2
 ME1823
 ME1823.Superseded values are not recommended for survey control.
 ME1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1823.See file dsdata.txt to determine how the superseded data were derived.
 ME1823
 ME1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM545108(NAD 83)
 ME1823_MARKER: B = BOLT
 ME1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1823+STABILITY: SURFACE MOTION
 ME1823
 ME1823  HISTORY     - Date     Condition        Report By
 ME1823  HISTORY     - UNK      MONUMENTED       IL1670
 ME1823  HISTORY     - 1947     GOOD             NGS
 ME1823  HISTORY     - 1971     GOOD             NGS
 ME1823
 ME1823                          STATION DESCRIPTION
 ME1823
 ME1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1823'AT CHICAGO.
 ME1823'AT CHICAGO, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH
 ME1823'BUFFALO AVENUE AND EAST 134TH STREET, 5 FEET SOUTH OF THE SOUTH
 ME1823'LINE OF EAST 134TH STREET, 8.5 FEET EAST OF THE WEST LINE OF
 ME1823'SOUTH BUFFALO AVENUE AND SET IN THE TOP OF A CONCRETE POST
 ME1823'COVERED BY A 10-INCH SQUARE IRON COVER ABOUT LEVEL WITH THE
 ME1823'SIDE WALK.
 ME1823
 ME1823                          STATION RECOVERY (1971)
 ME1823
 ME1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0348 ***********************************************************************
 JB0348  DESIGNATION -  142
 JB0348  PID         -  JB0348
 JB0348  STATE/COUNTY-  IL/WAYNE
 JB0348  USGS QUAD   -  WAYNE CITY (1973)
 JB0348
 JB0348                         *CURRENT SURVEY CONTROL
 JB0348  ___________________________________________________________________
 JB0348* NAD 83(1986)-  38 20 47.     (N)    088 35 16.     (W)     SCALED    
 JB0348* NAVD 88     -       134.242  (meters)     440.43   (feet)  ADJUSTED  
 JB0348  ___________________________________________________________________
 JB0348  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JB0348  DYNAMIC HT  -         134.157 (meters)     440.15  (feet)  COMP
 JB0348  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JB0348
 JB0348  VERT ORDER  -  SECOND    CLASS 0
 JB0348
 JB0348.The horizontal coordinates were scaled from a topographic map and have
 JB0348.an estimated accuracy of +/- 6 seconds.
 JB0348
 JB0348.The orthometric height was determined by differential leveling
 JB0348.and adjusted by the National Geodetic Survey in June 1991..
 JB0348
 JB0348.The geoid height was determined by GEOID03.
 JB0348
 JB0348.The dynamic height is computed by dividing the NAVD 88
 JB0348.geopotential number by the normal gravity value computed on the
 JB0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0348.degrees latitude (g = 980.6199 gals.).
 JB0348
 JB0348.The modeled gravity was interpolated from observed gravity values.
 JB0348
 JB0348;                    North         East    Units  Estimated Accuracy
 JB0348;SPC IL E     -   186,450.      277,760.      MT  (+/- 180 meters Scaled)
 JB0348
 JB0348                          SUPERSEDED SURVEY CONTROL
 JB0348
 JB0348  NGVD 29 (??/??/92)  134.37   (m)          440.8    (f) COMPUTED    2 0
 JB0348
 JB0348.Superseded values are not recommended for survey control.
 JB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0348.See file dsdata.txt to determine how the superseded data were derived.
 JB0348
 JB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH612454(NAD 83)
 JB0348_MARKER: DD = SURVEY DISK
 JB0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0348+STABILITY: SURFACE MOTION
 JB0348
 JB0348  HISTORY     - Date     Condition        Report By
 JB0348  HISTORY     - UNK      MONUMENTED       ILGS
 JB0348  HISTORY     - 1961     GOOD             NGS
 JB0348
 JB0348                          STATION DESCRIPTION
 JB0348
 JB0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB0348'AT WAYNE CITY.
 JB0348'AT WAYNE CITY ABOUT 300 FEET EAST OF THE SOUTHERN RAILWAY
 JB0348'STATION, AT THE JUNCTION OF STATE HIGHWAYS 15 AND 142, 28 FEET
 JB0348'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 37 FEET WEST OF THE
 JB0348'CENTER OF STATE HIGHWAY 142, 29 FEET SOUTH OF THE CENTER OF
 JB0348'STATE HIGHWAY 15, 2.5 FEET WEST OF THE WEST EDGE OF A CONCRETE
 JB0348'SIDEWALK, 14 FEET WEST-NORTHWEST OF A CROSSING SIGNAL, 12.5
 JB0348'FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A
 JB0348'TELEPHONE POLE, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE TRACK, AND
 JB0348'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0348'NOTE-- THERE IS NO STAMPING ON THE DISK.  THE MARK APPEARS TO BE
 JB0348'IN GOOD CONDITION BUT IT DOES NOT CHECK WITH THE 1935 ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0222 ***********************************************************************
 KC0222  DESIGNATION -  15 BOLT
 KC0222  PID         -  KC0222
 KC0222  STATE/COUNTY-  IL/SCOTT
 KC0222  USGS QUAD   -  BEDFORD (1980)
 KC0222
 KC0222                         *CURRENT SURVEY CONTROL
 KC0222  ___________________________________________________________________
 KC0222* NAD 83(1986)-  39 32 05.     (N)    090 31 10.     (W)     SCALED    
 KC0222* NAVD 88     -       143.595  (meters)     471.11   (feet)  ADJUSTED  
 KC0222  ___________________________________________________________________
 KC0222  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KC0222  DYNAMIC HT  -         143.514 (meters)     470.85  (feet)  COMP
 KC0222  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 KC0222
 KC0222  VERT ORDER  -  FIRST     CLASS II
 KC0222
 KC0222.The horizontal coordinates were scaled from a topographic map and have
 KC0222.an estimated accuracy of +/- 6 seconds.
 KC0222
 KC0222.The orthometric height was determined by differential leveling
 KC0222.and adjusted by the National Geodetic Survey in June 1991..
 KC0222
 KC0222.The geoid height was determined by GEOID03.
 KC0222
 KC0222.The dynamic height is computed by dividing the NAVD 88
 KC0222.geopotential number by the normal gravity value computed on the
 KC0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0222.degrees latitude (g = 980.6199 gals.).
 KC0222
 KC0222.The modeled gravity was interpolated from observed gravity values.
 KC0222
 KC0222;                    North         East    Units  Estimated Accuracy
 KC0222;SPC IL W     -   318,390.      669,670.      MT  (+/- 180 meters Scaled)
 KC0222
 KC0222                          SUPERSEDED SURVEY CONTROL
 KC0222
 KC0222  NGVD 29 (??/??/92)  143.730  (m)          471.55   (f) ADJ UNCH    1 2
 KC0222
 KC0222.Superseded values are not recommended for survey control.
 KC0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0222.See file dsdata.txt to determine how the superseded data were derived.
 KC0222
 KC0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD131790(NAD 83)
 KC0222_MARKER: B = BOLT
 KC0222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0222_STAMPING: ELEV 482.85 FT MEMPHIS DATUM
 KC0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0222
 KC0222  HISTORY     - Date     Condition        Report By
 KC0222  HISTORY     - UNK      MONUMENTED       DOD
 KC0222  HISTORY     - 1961     GOOD             NGS
 KC0222
 KC0222                          STATION DESCRIPTION
 KC0222
 KC0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0222'6.3 MI N FROM HILLVIEW.
 KC0222'ABOUT 6.3 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0222'BAPTIST CHURCH AT HILLVIEW, NEAR THE JUNCTION OF A BLACK TOP DRIVE
 KC0222'LEADING EAST TO THE RESIDENCE OF C.F. WILSON, 53 1/2 FEET EAST
 KC0222'OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTH OF THE CENTER LINE
 KC0222'OF THE DRIVEWAY, 107 FEET WEST OF THE NORTHWEST CORNER OF A
 KC0222'GARAGE THAT IS ATTACHED TO THE RESIDENCE, 2 FEET EAST OF A FENCE
 KC0222'LINE, 1 1/2 FEET NORTH OF THE EXTENDED LINE OF THE NORTH SIDE OF
 KC0222'THE GARAGE, A COPPER BOLT LEADED IN A LIMESTONE POST 4 FEET
 KC0222'UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE PROJECTING
 KC0222'2 INCHES ABOVE THE LEVEL OF THE GROUND AND STAMPED AS STATED
 KC0222'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0221 ***********************************************************************
 KC0221  DESIGNATION -  15 CAP
 KC0221  PID         -  KC0221
 KC0221  STATE/COUNTY-  IL/SCOTT
 KC0221  USGS QUAD   -  BEDFORD (1980)
 KC0221
 KC0221                         *CURRENT SURVEY CONTROL
 KC0221  ___________________________________________________________________
 KC0221* NAD 83(1986)-  39 32 05.     (N)    090 31 10.     (W)     SCALED    
 KC0221* NAVD 88     -       144.821  (meters)     475.13   (feet)  ADJUSTED  
 KC0221  ___________________________________________________________________
 KC0221  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KC0221  DYNAMIC HT  -         144.740 (meters)     474.87  (feet)  COMP
 KC0221  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 KC0221
 KC0221  VERT ORDER  -  FIRST     CLASS II
 KC0221
 KC0221.The horizontal coordinates were scaled from a topographic map and have
 KC0221.an estimated accuracy of +/- 6 seconds.
 KC0221
 KC0221.The orthometric height was determined by differential leveling
 KC0221.and adjusted by the National Geodetic Survey in June 1991..
 KC0221
 KC0221.The geoid height was determined by GEOID03.
 KC0221
 KC0221.The dynamic height is computed by dividing the NAVD 88
 KC0221.geopotential number by the normal gravity value computed on the
 KC0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0221.degrees latitude (g = 980.6199 gals.).
 KC0221
 KC0221.The modeled gravity was interpolated from observed gravity values.
 KC0221
 KC0221;                    North         East    Units  Estimated Accuracy
 KC0221;SPC IL W     -   318,390.      669,670.      MT  (+/- 180 meters Scaled)
 KC0221
 KC0221                          SUPERSEDED SURVEY CONTROL
 KC0221
 KC0221  NGVD 29 (??/??/92)  144.941  (m)          475.53   (f) ADJ UNCH    1 2
 KC0221
 KC0221.Superseded values are not recommended for survey control.
 KC0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0221.See file dsdata.txt to determine how the superseded data were derived.
 KC0221
 KC0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD131790(NAD 83)
 KC0221_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0221_STAMPING: ELEV 482.85 FT MEMPHIS DATUM
 KC0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0221
 KC0221  HISTORY     - Date     Condition        Report By
 KC0221  HISTORY     - UNK      MONUMENTED       DOD
 KC0221  HISTORY     - 1961     GOOD             NGS
 KC0221
 KC0221                          STATION DESCRIPTION
 KC0221
 KC0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0221'6.3 MI N FROM HILLVIEW.
 KC0221'ABOUT 6.3 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0221'BAPTIST CHURCH AT HILLVIEW, NEAR THE JUNCTION OF A BLACK TOP
 KC0221'DRIVE LEADING EAST TO THE RESIDENCE OF C.F. WILSON, 53 1/2 FEET
 KC0221'EAST OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTH OF THE CENTER
 KC0221'LINE OF THE DRIVEWAY, 107 FEET WEST OF THE NORTHWEST CORNER OF A
 KC0221'GARAGE THAT IS ATTACHED TO THE RESIDENCE, 2 FEET EAST OF A FENCE
 KC0221'LINE, 1 1/2 FEET NORTH OF THE EXTENDED LINE OF THE NORTH SIDE OF
 KC0221'THE GARAGE, AN IRON PIPE PROJECTING 2 INCHES ABOVE THE LEVEL
 KC0221'OF THE GROUND AND STAMPED AS STATED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1300 ***********************************************************************
 KA1300  DESIGNATION -  15 RE
 KA1300  PID         -  KA1300
 KA1300  STATE/COUNTY-  IL/CLARK
 KA1300  USGS QUAD   -  WEST UNION (1966)
 KA1300
 KA1300                         *CURRENT SURVEY CONTROL
 KA1300  ___________________________________________________________________
 KA1300* NAD 83(1986)-  39 11 12.     (N)    087 38 17.     (W)     SCALED    
 KA1300* NAVD 88     -       139.113  (meters)     456.41   (feet)  ADJUSTED  
 KA1300  ___________________________________________________________________
 KA1300  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KA1300  DYNAMIC HT  -         139.032 (meters)     456.14  (feet)  COMP
 KA1300  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 KA1300
 KA1300  VERT ORDER  -  FIRST     CLASS II
 KA1300
 KA1300.The horizontal coordinates were scaled from a topographic map and have
 KA1300.an estimated accuracy of +/- 6 seconds.
 KA1300
 KA1300.The orthometric height was determined by differential leveling
 KA1300.and adjusted by the National Geodetic Survey in June 1991..
 KA1300
 KA1300.The geoid height was determined by GEOID03.
 KA1300
 KA1300.The dynamic height is computed by dividing the NAVD 88
 KA1300.geopotential number by the normal gravity value computed on the
 KA1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1300.degrees latitude (g = 980.6199 gals.).
 KA1300
 KA1300.The modeled gravity was interpolated from observed gravity values.
 KA1300
 KA1300;                    North         East    Units  Estimated Accuracy
 KA1300;SPC IL E     -   279,930.      360,070.      MT  (+/- 180 meters Scaled)
 KA1300
 KA1300                          SUPERSEDED SURVEY CONTROL
 KA1300
 KA1300  NGVD 29 (??/??/92)  139.234  (m)          456.80   (f) ADJ UNCH    1 2
 KA1300
 KA1300.Superseded values are not recommended for survey control.
 KA1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1300.See file dsdata.txt to determine how the superseded data were derived.
 KA1300
 KA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ448376(NAD 83)
 KA1300_MARKER: DD = SURVEY DISK
 KA1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1300_STAMPING: 15 RE 1956
 KA1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1300+STABILITY: SURFACE MOTION
 KA1300
 KA1300  HISTORY     - Date     Condition        Report By
 KA1300  HISTORY     - 1956     MONUMENTED       USGS
 KA1300  HISTORY     - 1956     GOOD             NGS
 KA1300  HISTORY     - 20050210 MARK NOT FOUND   ILDT
 KA1300
 KA1300                          STATION DESCRIPTION
 KA1300
 KA1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1300'1.2 MI N FROM YORK.
 KA1300'1.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT YORK,
 KA1300'AT AN EAST-WEST CROSSROAD, 20 FEET WEST OF CENTER LINE OF
 KA1300'NORTH-SOUTH ROAD, 29 FEET NORTHWEST OF CENTER OF INTERSECTION,
 KA1300'24 FEET NORTH OF CENTER LINE OF ROAD WEST, 4 1/2 FEET EAST-NORTHEAST
 KA1300'OF SOUTHEAST CORNER OF AN ABANDONED CONCRETE FLOOR, 4 FEET NORTH OF
 KA1300'A POWER POLE AT A TURN IN POWER LINE WITH TANGENTS EXTENDING NORTH
 KA1300'AND EAST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 KA1300'POST PROJECTING 5 INCHES.
 KA1300
 KA1300                          STATION RECOVERY (2005)
 KA1300
 KA1300'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1830 ***********************************************************************
 ME1830  DESIGNATION -  150
 ME1830  PID         -  ME1830
 ME1830  STATE/COUNTY-  IL/COOK
 ME1830  USGS QUAD   -  LAKE CALUMET (1997)
 ME1830
 ME1830                         *CURRENT SURVEY CONTROL
 ME1830  ___________________________________________________________________
 ME1830* NAD 83(1986)-  41 39 48.     (N)    087 37 11.     (W)     SCALED    
 ME1830* NAVD 88     -       182.901  (meters)     600.07   (feet)  ADJUSTED  
 ME1830  ___________________________________________________________________
 ME1830  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME1830  DYNAMIC HT  -         182.835 (meters)     599.85  (feet)  COMP
 ME1830  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 ME1830
 ME1830  VERT ORDER  -  FIRST     CLASS II
 ME1830
 ME1830.The horizontal coordinates were scaled from a topographic map and have
 ME1830.an estimated accuracy of +/- 6 seconds.
 ME1830
 ME1830.The orthometric height was determined by differential leveling
 ME1830.and adjusted by the National Geodetic Survey in June 1991..
 ME1830
 ME1830.The geoid height was determined by GEOID03.
 ME1830
 ME1830.The dynamic height is computed by dividing the NAVD 88
 ME1830.geopotential number by the normal gravity value computed on the
 ME1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1830.degrees latitude (g = 980.6199 gals.).
 ME1830
 ME1830.The modeled gravity was interpolated from observed gravity values.
 ME1830
 ME1830;                    North         East    Units  Estimated Accuracy
 ME1830;SPC IL E     -   554,960.      359,430.      MT  (+/- 180 meters Scaled)
 ME1830
 ME1830                          SUPERSEDED SURVEY CONTROL
 ME1830
 ME1830  NGVD 29 (??/??/92)  183.001  (m)          600.40   (f) ADJ UNCH    1 2
 ME1830
 ME1830.Superseded values are not recommended for survey control.
 ME1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1830.See file dsdata.txt to determine how the superseded data were derived.
 ME1830
 ME1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM484125(NAD 83)
 ME1830_MARKER: B = BOLT
 ME1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1830+STABILITY: SURFACE MOTION
 ME1830
 ME1830  HISTORY     - Date     Condition        Report By
 ME1830  HISTORY     - UNK      MONUMENTED       IL1670
 ME1830  HISTORY     - 1947     GOOD             NGS
 ME1830  HISTORY     - 1971     GOOD             NGS
 ME1830  HISTORY     - 1977     GOOD             NGS
 ME1830
 ME1830                          STATION DESCRIPTION
 ME1830
 ME1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1830'3.2 MI E FROM BLUE ISLAND.
 ME1830'ABOUT 2.5 MILES EAST ALONG VERMONT STREET FROM THE POST OFFICE
 ME1830'AT BLUE ISLAND, THENCE ABOUT 0.65 MILES EAST ALONG 127TH STREET,
 ME1830'AT THE INTERSECTION OF SOUTH MICHIGAN AVENUE, 6 FEET WEST OF THE
 ME1830'EAST LINE OF MICHIGAN AVENUE, 8 FEET NORTH OF THE NORTH LINE OF
 ME1830'127TH STREET, 3 FEET EAST OF A FIRE PLUG, AND ABOUT LEVEL WITH
 ME1830'THE SIDE WALK.  A COPPER BOLT SET IN THE TOP OF A CONCRETE POST
 ME1830'COVERED BY A 10-INCH SQUARE IRON COVER WITH HINGED COVER.
 ME1830
 ME1830                          STATION RECOVERY (1971)
 ME1830
 ME1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1830'RECOVERED IN GOOD CONDITION.
 ME1830
 ME1830                          STATION RECOVERY (1977)
 ME1830
 ME1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1270 ***********************************************************************
 LC1270  DESIGNATION -  153 OLB
 LC1270  PID         -  LC1270
 LC1270  STATE/COUNTY-  IL/TAZEWELL
 LC1270  USGS QUAD   -  PEKIN (1996)
 LC1270
 LC1270                         *CURRENT SURVEY CONTROL
 LC1270  ___________________________________________________________________
 LC1270* NAD 83(1986)-  40 34 23.     (N)    089 39 07.     (W)     SCALED    
 LC1270* NAVD 88     -       139.872  (meters)     458.90   (feet)  ADJUSTED  
 LC1270  ___________________________________________________________________
 LC1270  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1270  DYNAMIC HT  -         139.806 (meters)     458.68  (feet)  COMP
 LC1270  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 LC1270
 LC1270  VERT ORDER  -  FIRST     CLASS II
 LC1270
 LC1270.The horizontal coordinates were scaled from a topographic map and have
 LC1270.an estimated accuracy of +/- 6 seconds.
 LC1270
 LC1270.The orthometric height was determined by differential leveling
 LC1270.and adjusted by the National Geodetic Survey in June 1991..
 LC1270
 LC1270.The geoid height was determined by GEOID03.
 LC1270
 LC1270.The dynamic height is computed by dividing the NAVD 88
 LC1270.geopotential number by the normal gravity value computed on the
 LC1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1270.degrees latitude (g = 980.6199 gals.).
 LC1270
 LC1270.The modeled gravity was interpolated from observed gravity values.
 LC1270
 LC1270;                    North         East    Units  Estimated Accuracy
 LC1270;SPC IL W     -   433,740.      743,580.      MT  (+/- 180 meters Scaled)
 LC1270
 LC1270                          SUPERSEDED SURVEY CONTROL
 LC1270
 LC1270  NGVD 29 (??/??/92)  139.978  (m)          459.24   (f) ADJ UNCH    1 2
 LC1270
 LC1270.Superseded values are not recommended for survey control.
 LC1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1270.See file dsdata.txt to determine how the superseded data were derived.
 LC1270
 LC1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK755947(NAD 83)
 LC1270_MARKER: DD = SURVEY DISK
 LC1270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1270_SP_SET: BRIDGE
 LC1270_STAMPING: 153 OLB 459.240 REF 7.15
 LC1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1270
 LC1270  HISTORY     - Date     Condition        Report By
 LC1270  HISTORY     - UNK      MONUMENTED       DOD
 LC1270  HISTORY     - 1960     GOOD             NGS
 LC1270  HISTORY     - 1968     GOOD             NGS
 LC1270  HISTORY     - 1980     GOOD             ILDT
 LC1270
 LC1270                          STATION DESCRIPTION
 LC1270
 LC1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1270'AT PEKIN.
 LC1270'AT PEKIN, AT THE EAST END OF CHICAGO, ROCK ISLAND AND PACIFIC
 LC1270'RAILROAD BRIDGE OVER ILLINOIS RIVER, IN THE TOP OF NORTH END OF
 LC1270'EAST STONE ABUTMENT OF BRIDGE, 5 FEET NORTH OF NORTH RAIL AND ABOUT
 LC1270'1 FOOT BELOW LEVEL OF TRACK.
 LC1270
 LC1270                          STATION RECOVERY (1968)
 LC1270
 LC1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LC1270'RECOVERED IN GOOD CONDITION.
 LC1270
 LC1270                          STATION RECOVERY (1980)
 LC1270
 LC1270'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 LC1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0230 ***********************************************************************
 KC0230  DESIGNATION -  16
 KC0230  PID         -  KC0230
 KC0230  STATE/COUNTY-  IL/SCOTT
 KC0230  USGS QUAD   -  BEDFORD (1980)
 KC0230
 KC0230                         *CURRENT SURVEY CONTROL
 KC0230  ___________________________________________________________________
 KC0230* NAD 83(1986)-  39 34 47.     (N)    090 31 37.     (W)     SCALED    
 KC0230* NAVD 88     -       135.601  (meters)     444.88   (feet)  ADJUSTED  
 KC0230  ___________________________________________________________________
 KC0230  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KC0230  DYNAMIC HT  -         135.525 (meters)     444.63  (feet)  COMP
 KC0230  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 KC0230
 KC0230  VERT ORDER  -  FIRST     CLASS II
 KC0230
 KC0230.The horizontal coordinates were scaled from a topographic map and have
 KC0230.an estimated accuracy of +/- 6 seconds.
 KC0230
 KC0230.The orthometric height was determined by differential leveling
 KC0230.and adjusted by the National Geodetic Survey in June 1991..
 KC0230
 KC0230.The geoid height was determined by GEOID03.
 KC0230
 KC0230.The dynamic height is computed by dividing the NAVD 88
 KC0230.geopotential number by the normal gravity value computed on the
 KC0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0230.degrees latitude (g = 980.6199 gals.).
 KC0230
 KC0230.The modeled gravity was interpolated from observed gravity values.
 KC0230
 KC0230;                    North         East    Units  Estimated Accuracy
 KC0230;SPC IL W     -   323,390.      669,050.      MT  (+/- 180 meters Scaled)
 KC0230
 KC0230                          SUPERSEDED SURVEY CONTROL
 KC0230
 KC0230  NGVD 29 (??/??/92)  135.73   (m)          445.3    (f) COMPUTED    1 2
 KC0230
 KC0230.Superseded values are not recommended for survey control.
 KC0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0230.See file dsdata.txt to determine how the superseded data were derived.
 KC0230
 KC0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD124840(NAD 83)
 KC0230_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0230_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0230_STAMPING: ELEV 452.67 FT MEMPHIS DATUM
 KC0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0230
 KC0230  HISTORY     - Date     Condition        Report By
 KC0230  HISTORY     - UNK      MONUMENTED       DOD
 KC0230  HISTORY     - 1961     GOOD             NGS
 KC0230
 KC0230                          STATION DESCRIPTION
 KC0230
 KC0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0230'9.4 MI N FROM HILLVIEW.
 KC0230'ABOUT 9.25 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0230'BAPTIST CHURCH AT HILLVIEW, THENCE 0.2 MILE WEST ALONG A GRADED
 KC0230'ROAD, SECTION S 15 T 13 N R 13 W, IN THE NORTHWEST CORNER OF A
 KC0230'YARD LAWN, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 64 FEET
 KC0230'NORTH OF THE NORTHWEST CORNER OF A HOUSE, 32 FEET EAST OF THE
 KC0230'CENTER LINE OF A DRIVEWAY, 4 FEET EAST OF THE EXTENDED LINE OF
 KC0230'THE WEST SIDE OF THE HOUSE, 20 FEET NORTHEAST OF A 16-INCH MAPLE
 KC0230'TREE, 64 1/2 FEET EAST OF THE NORTHEAST CORNER OF A TOOL SHED
 KC0230'WITH METAL SIDING, A CAP ON THE TOP OF A 3 1/2 INCH IRON PIPE
 KC0230'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT
 KC0230'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1112 ***********************************************************************
 JB1112  DESIGNATION -  16
 JB1112  PID         -  JB1112
 JB1112  STATE/COUNTY-  IL/WASHINGTON
 JB1112  USGS QUAD   -  NASHVILLE (1981)
 JB1112
 JB1112                         *CURRENT SURVEY CONTROL
 JB1112  ___________________________________________________________________
 JB1112* NAD 83(1986)-  38 15 46.     (N)    089 29 48.     (W)     SCALED    
 JB1112* NAVD 88     -       159.165  (meters)     522.19   (feet)  ADJUSTED  
 JB1112  ___________________________________________________________________
 JB1112  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 JB1112  DYNAMIC HT  -         159.062 (meters)     521.86  (feet)  COMP
 JB1112  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 JB1112
 JB1112  VERT ORDER  -  SECOND    CLASS 0
 JB1112
 JB1112.The horizontal coordinates were scaled from a topographic map and have
 JB1112.an estimated accuracy of +/- 6 seconds.
 JB1112
 JB1112.The orthometric height was determined by differential leveling
 JB1112.and adjusted by the National Geodetic Survey in June 1991..
 JB1112
 JB1112.The geoid height was determined by GEOID03.
 JB1112
 JB1112.The dynamic height is computed by dividing the NAVD 88
 JB1112.geopotential number by the normal gravity value computed on the
 JB1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1112.degrees latitude (g = 980.6199 gals.).
 JB1112
 JB1112.The modeled gravity was interpolated from observed gravity values.
 JB1112
 JB1112;                    North         East    Units  Estimated Accuracy
 JB1112;SPC IL W     -   177,350.      758,630.      MT  (+/- 180 meters Scaled)
 JB1112
 JB1112                          SUPERSEDED SURVEY CONTROL
 JB1112
 JB1112  NGVD 29 (??/??/92)  159.28   (m)          522.6    (f) COMPUTED    2 0
 JB1112
 JB1112.Superseded values are not recommended for survey control.
 JB1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1112.See file dsdata.txt to determine how the superseded data were derived.
 JB1112
 JB1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH815379(NAD 83)
 JB1112_MARKER: P = PIPE CAP
 JB1112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB1112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB1112_STAMPING: 16 1907
 JB1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1112
 JB1112  HISTORY     - Date     Condition        Report By
 JB1112  HISTORY     - 1907     MONUMENTED       USGS
 JB1112  HISTORY     - 1941     MARK NOT FOUND   NGS
 JB1112
 JB1112                          STATION DESCRIPTION
 JB1112
 JB1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JB1112'AT OAKDALE.
 JB1112'AT OAKDALE, WASHINGTON COUNTY, ON THE MISSOURI-ILLINOIS RAILROAD,
 JB1112'300 FEET NORTH OF THE STATION, 10 FEET NORTH OF A ROAD CROSSING,
 JB1112'AND 10 FEET SOUTHWEST OF A CROSSING-WARNING POST.  A UNITED STATES
 JB1112'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 16 1907 AND RIVETED ON
 JB1112'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0036 ***********************************************************************
 LC0036  DESIGNATION -  16 15
 LC0036  PID         -  LC0036
 LC0036  STATE/COUNTY-  IL/LIVINGSTON
 LC0036  USGS QUAD   -  CHATSWORTH NORTH (1983)
 LC0036
 LC0036                         *CURRENT SURVEY CONTROL
 LC0036  ___________________________________________________________________
 LC0036* NAD 83(1986)-  40 45 10.     (N)    088 17 32.     (W)     SCALED    
 LC0036* NAVD 88     -       224.023  (meters)     734.98   (feet)  ADJUSTED  
 LC0036  ___________________________________________________________________
 LC0036  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC0036  DYNAMIC HT  -         223.926 (meters)     734.66  (feet)  COMP
 LC0036  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 LC0036
 LC0036  VERT ORDER  -  SECOND    CLASS 0
 LC0036
 LC0036.The horizontal coordinates were scaled from a topographic map and have
 LC0036.an estimated accuracy of +/- 6 seconds.
 LC0036
 LC0036.The orthometric height was determined by differential leveling
 LC0036.and adjusted by the National Geodetic Survey in June 1991..
 LC0036
 LC0036.The geoid height was determined by GEOID03.
 LC0036
 LC0036.The dynamic height is computed by dividing the NAVD 88
 LC0036.geopotential number by the normal gravity value computed on the
 LC0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0036.degrees latitude (g = 980.6199 gals.).
 LC0036
 LC0036.The modeled gravity was interpolated from observed gravity values.
 LC0036
 LC0036;                    North         East    Units  Estimated Accuracy
 LC0036;SPC IL E     -   453,590.      303,470.      MT  (+/- 180 meters Scaled)
 LC0036
 LC0036                          SUPERSEDED SURVEY CONTROL
 LC0036
 LC0036  NGVD 29 (??/??/92)  224.089  (m)          735.20   (f) ADJ UNCH    2 0
 LC0036
 LC0036.Superseded values are not recommended for survey control.
 LC0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0036.See file dsdata.txt to determine how the superseded data were derived.
 LC0036
 LC0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL909121(NAD 83)
 LC0036_MARKER: DD = SURVEY DISK
 LC0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0036_STAMPING: 16-15 1934
 LC0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0036+STABILITY: SURFACE MOTION
 LC0036
 LC0036  HISTORY     - Date     Condition        Report By
 LC0036  HISTORY     - 1934     MONUMENTED       ILGS
 LC0036  HISTORY     - 1934     GOOD             NGS
 LC0036
 LC0036                          STATION DESCRIPTION
 LC0036
 LC0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LC0036'AT CHATSWORTH.
 LC0036'AT CHATSWORTH, LIVINGSTON COUNTY, 150 FEET SOUTH OF THE TOLEDO,
 LC0036'PEORIA AND WESTERN RAILROAD STATION, AT THE NORTHEAST CORNER OF
 LC0036'THE SCHOOL GROUNDS, 12 FEET SOUTHWEST OF A WATER HYDRANT, AT
 LC0036'THE INTERSECTION OF THE SIDEWALKS, 2-1/2 FEET SOUTH OF ONE
 LC0036'WALK, AND 2 FEET WEST OF THE OTHER WALK.  A STATE SURVEY STANDARD
 LC0036'DISK, STAMPED 16-15 1934 AND SET IN THE TOP OF A CONCRETE POST
 LC0036'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0800 ***********************************************************************
 MF0800  DESIGNATION -  1.6 A
 MF0800  PID         -  MF0800
 MF0800  STATE/COUNTY-  IL/BUREAU
 MF0800  USGS QUAD   -  DEPUE (1979)
 MF0800
 MF0800                         *CURRENT SURVEY CONTROL
 MF0800  ___________________________________________________________________
 MF0800* NAD 83(1986)-  41 17 04.     (N)    089 22 15.     (W)     SCALED    
 MF0800* NAVD 88     -       143.510  (meters)     470.83   (feet)  ADJUSTED  
 MF0800  ___________________________________________________________________
 MF0800  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF0800  DYNAMIC HT  -         143.452 (meters)     470.64  (feet)  COMP
 MF0800  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 MF0800
 MF0800  VERT ORDER  -  FIRST     CLASS II
 MF0800
 MF0800.The horizontal coordinates were scaled from a topographic map and have
 MF0800.an estimated accuracy of +/- 6 seconds.
 MF0800
 MF0800.The orthometric height was determined by differential leveling
 MF0800.and adjusted by the National Geodetic Survey in June 1991..
 MF0800
 MF0800.The geoid height was determined by GEOID03.
 MF0800
 MF0800.The dynamic height is computed by dividing the NAVD 88
 MF0800.geopotential number by the normal gravity value computed on the
 MF0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0800.degrees latitude (g = 980.6199 gals.).
 MF0800
 MF0800.The modeled gravity was interpolated from observed gravity values.
 MF0800
 MF0800;                    North         East    Units  Estimated Accuracy
 MF0800;SPC IL W     -   512,920.      766,670.      MT  (+/- 180 meters Scaled)
 MF0800
 MF0800                          SUPERSEDED SURVEY CONTROL
 MF0800
 MF0800  NGVD 29 (??/??/92)  143.578  (m)          471.06   (f) ADJ UNCH    1 2
 MF0800
 MF0800.Superseded values are not recommended for survey control.
 MF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0800.See file dsdata.txt to determine how the superseded data were derived.
 MF0800
 MF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL014730(NAD 83)
 MF0800_MARKER: DD = SURVEY DISK
 MF0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0800_SP_SET: BRIDGE
 MF0800_STAMPING: 1.6 A
 MF0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0800
 MF0800  HISTORY     - Date     Condition        Report By
 MF0800  HISTORY     - UNK      MONUMENTED       MRC
 MF0800  HISTORY     - 1960     GOOD             NGS
 MF0800
 MF0800                          STATION DESCRIPTION
 MF0800
 MF0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0800'0.4 MI SW FROM BUREAU.
 MF0800'ABOUT 0.35 MILE SOUTHWEST ALONG THE PEORIA BRANCH OF CHICAGO,
 MF0800'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT BUREAU,
 MF0800'AT THE SOUTHWEST END OF THE RAILROAD YARDS, SET IN THE TOP OF THE
 MF0800'SOUTHEAST END OF THE NORTHEAST ABUTMENT TO THE RAILROAD BRIDGE OVER
 MF0800'AN OLD ABANDONED CANAL (HENNEPIN CANAL), 23 FEET SOUTHWEST OF THE
 MF0800'NORTHEAST END OF THE BRIDGE (BRIDGE NUMBER 114.7), 8 FEET SOUTHEAST
 MF0800'OF THE SOUTHEAST RAIL, 1 FOOT NORTHWEST OF THE SOUTHEAST END OF
 MF0800'THE ABUTMENT, 3 FEET SOUTH OF THE NORTHEAST END OF THE STEEL FRAM
 MF0800'OF BRIDGE, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 MF0800'*LEVELING IN 1960 INDICATES THE MARK IS UNSTABLE AND SHOULD BE
 MF0800'USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0799 ***********************************************************************
 MF0799  DESIGNATION -  1.6 B
 MF0799  PID         -  MF0799
 MF0799  STATE/COUNTY-  IL/BUREAU
 MF0799  USGS QUAD   -  DEPUE (1979)
 MF0799
 MF0799                         *CURRENT SURVEY CONTROL
 MF0799  ___________________________________________________________________
 MF0799* NAD 83(1986)-  41 17 04.     (N)    089 22 15.     (W)     SCALED    
 MF0799* NAVD 88     -       143.638  (meters)     471.25   (feet)  ADJUSTED  
 MF0799  ___________________________________________________________________
 MF0799  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF0799  DYNAMIC HT  -         143.580 (meters)     471.06  (feet)  COMP
 MF0799  MODELED GRAV-     980,212.0   (mgal)                       NAVD 88
 MF0799
 MF0799  VERT ORDER  -  FIRST     CLASS II
 MF0799
 MF0799.The horizontal coordinates were scaled from a topographic map and have
 MF0799.an estimated accuracy of +/- 6 seconds.
 MF0799
 MF0799.The orthometric height was determined by differential leveling
 MF0799.and adjusted by the National Geodetic Survey in June 1991..
 MF0799
 MF0799.The geoid height was determined by GEOID03.
 MF0799
 MF0799.The dynamic height is computed by dividing the NAVD 88
 MF0799.geopotential number by the normal gravity value computed on the
 MF0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0799.degrees latitude (g = 980.6199 gals.).
 MF0799
 MF0799.The modeled gravity was interpolated from observed gravity values.
 MF0799
 MF0799;                    North         East    Units  Estimated Accuracy
 MF0799;SPC IL W     -   512,920.      766,670.      MT  (+/- 180 meters Scaled)
 MF0799
 MF0799                          SUPERSEDED SURVEY CONTROL
 MF0799
 MF0799  NGVD 29 (??/??/92)  143.706  (m)          471.48   (f) ADJ UNCH    1 2
 MF0799
 MF0799.Superseded values are not recommended for survey control.
 MF0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0799.See file dsdata.txt to determine how the superseded data were derived.
 MF0799
 MF0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL014730(NAD 83)
 MF0799_MARKER: DD = SURVEY DISK
 MF0799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0799_SP_SET: ABUTMENT
 MF0799_STAMPING: 1.6 B
 MF0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0799
 MF0799  HISTORY     - Date     Condition        Report By
 MF0799  HISTORY     - UNK      MONUMENTED       MRC
 MF0799  HISTORY     - 1960     GOOD             NGS
 MF0799
 MF0799                          STATION DESCRIPTION
 MF0799
 MF0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0799'0.4 MI SW FROM BUREAU.
 MF0799'ABOUT 0.35 MILE SOUTHWEST ALONG THE PEORIA BRANCH OF CHICAGO,
 MF0799'ROCK ISLAND, AND PACIFIC RAILROAD FROM THE STATION AT BUREAU,
 MF0799'AT THE SOUTHWEST END OF THE RAILROAD YARDS, SET IN TOP OF THE
 MF0799'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF RAILROAD BRIDGE 114.7
 MF0799'OVER AN OLD ABANDONED CANAL (HEMMEPIN CANAL), 125 FEET SOUTHWEST
 MF0799'OF BENCH MARK 1.6 A (I AND MRC) DESCRIBED, 24 FEET NORTHEAST
 MF0799'OF THE SOUTHWEST END OF THE BRIDGE, 7 1/2 FEET SOUTHEAST OF
 MF0799'THE SOUTHEAST RAIL, 1 1/2 FEET WEST OF THE EAST CORNER OF THE
 MF0799'TOP STEP OF THE ABUTMENT, 2 1/2 FEET EAST OF THE SOUTHWEST
 MF0799'END OF THE STEEL FRAME OF THE BRIDGE, AND ABOUT 3 1/2 FEET
 MF0799'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1923 ***********************************************************************
 JB1923  DESIGNATION -  16 JHR USGS
 JB1923  PID         -  JB1923
 JB1923  STATE/COUNTY-  IL/RANDOLPH
 JB1923  USGS QUAD   -  TILDEN (1982)
 JB1923
 JB1923                         *CURRENT SURVEY CONTROL
 JB1923  ___________________________________________________________________
 JB1923* NAD 83(1997)-  38 10 30.95971(N)    089 44 17.82114(W)     ADJUSTED  
 JB1923* NAVD 88     -       157.3    (meters)     516.     (feet)  VERTCON   
 JB1923  ___________________________________________________________________
 JB1923  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JB1923  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JB1923
 JB1923  HORZ ORDER  -  SECOND
 JB1923
 JB1923.The horizontal coordinates were established by classical geodetic methods
 JB1923.and adjusted by the National Geodetic Survey in October 1999..
 JB1923
 JB1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1923
 JB1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1923
 JB1923.The geoid height was determined by GEOID03.
 JB1923
 JB1923;                    North         East     Units Scale Factor Converg.
 JB1923;SPC IL W     -   167,509.693   737,534.085   MT  0.99995852   +0 15 53.2
 JB1923;SPC IL W     -   549,571.38  2,419,726.41   sFT  0.99995852   +0 15 53.2
 JB1923;UTM  16      - 4,228,805.647   260,137.562   MT  1.00030864   -1 41 35.7
 JB1923
 JB1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1923!SPC IL W     -   0.99998000  x   0.99995852  =   0.99993852
 JB1923!UTM  16      -   0.99998000  x   1.00030864  =   1.00028864
 JB1923
 JB1923:                Primary Azimuth Mark                     Grid Az
 JB1923:SPC IL W     -  AIRPORT BEACON SPARTA APT                137 41 54.5
 JB1923:UTM  16      -  AIRPORT BEACON SPARTA APT                139 39 23.4
 JB1923
 JB1923|---------------------------------------------------------------------|
 JB1923| PID    Reference Object                     Distance      Geod. Az  |
 JB1923|                                                           dddmmss.s |
 JB1923| JB1922 AIRPORT BEACON SPARTA APT           APPROX. 4.7 KM 1375747.7 |
 JB1923| JB1925 BALDWIN ILL POWER PLANT STACK       APPROX.10.8 KM 2875037.4 |
 JB1923|---------------------------------------------------------------------|
 JB1923
 JB1923                          SUPERSEDED SURVEY CONTROL
 JB1923
 JB1923  NAD 83(1986)-  38 10 30.96785(N)    089 44 17.81331(W) AD(       ) 2
 JB1923  NAD 27      -  38 10 30.79617(N)    089 44 17.45626(W) AD(       ) 2
 JB1923  NGVD 29 (07/19/86)  157.4    (m)          516.     (f) VERT ANG       
 JB1923
 JB1923.Superseded values are not recommended for survey control.
 JB1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1923.See file dsdata.txt to determine how the superseded data were derived.
 JB1923
 JB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6013828806(NAD 83)
 JB1923_MARKER: DD = SURVEY DISK
 JB1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1923_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1923+STABILITY: SURFACE MOTION
 JB1923
 JB1923  HISTORY     - Date     Condition        Report By
 JB1923  HISTORY     - 1969     MONUMENTED       USGS
 JB1923
 JB1923                          STATION DESCRIPTION
 JB1923
 JB1923'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1923'THE STATION IS LOCATED 3.5 MI N. AND 2.0 MI W. OF SPARTA, IN THE NW.
 JB1923'QUARTER OF SEC. 23, T. 4 S.  R. 6 W.  ON THE TOP OF A PROMINENT
 JB1923'KNOLL, ON A DRIVE TO LARGE BARN.
 JB1923'
 JB1923'STATION MARK IS A STANDARD TABLET STAMPED 16 JHR 1962 516 SET
 JB1923'IN THE TOP OF A CONCRETE POST, ABOUT 7 IN. SQUARE AT TOP, AND
 JB1923'PROJECTING 4 IN.  THE MARK IS 220 FT S. OF JCT. OF THE DRIVE,
 JB1923'LEADING S. TO THE BARN, AND AN E.-W. GRAVEL RD., 10 FT W. OF THE
 JB1923'CENTER OF THE DRIVE, 22 FT N. OF THE CENTER OF A 40 IN. BLACK WALNUT
 JB1923'TREE AND 3 FT E. OF A N.-S. FENCE AND A METAL WITNESS POST.
 JB1923'
 JB1923'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0063 ***********************************************************************
 HB0063  DESIGNATION -  163 BOLT USE
 HB0063  PID         -  HB0063
 HB0063  STATE/COUNTY-  IL/GALLATIN
 HB0063  USGS QUAD   -  SHAWNEETOWN (1996)
 HB0063
 HB0063                         *CURRENT SURVEY CONTROL
 HB0063  ___________________________________________________________________
 HB0063* NAD 83(1986)-  37 41 36.     (N)    088 08 10.     (W)     SCALED    
 HB0063* NAVD 88     -       110.247  (meters)     361.70   (feet)  ADJUSTED  
 HB0063  ___________________________________________________________________
 HB0063  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HB0063  DYNAMIC HT  -         110.170 (meters)     361.45  (feet)  COMP
 HB0063  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 HB0063
 HB0063  VERT ORDER  -  FIRST     CLASS II
 HB0063
 HB0063.The horizontal coordinates were scaled from a topographic map and have
 HB0063.an estimated accuracy of +/- 6 seconds.
 HB0063
 HB0063.The orthometric height was determined by differential leveling
 HB0063.and adjusted by the National Geodetic Survey in June 1991..
 HB0063
 HB0063.The geoid height was determined by GEOID03.
 HB0063
 HB0063.The dynamic height is computed by dividing the NAVD 88
 HB0063.geopotential number by the normal gravity value computed on the
 HB0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0063.degrees latitude (g = 980.6199 gals.).
 HB0063
 HB0063.The modeled gravity was interpolated from observed gravity values.
 HB0063
 HB0063;                    North         East    Units  Estimated Accuracy
 HB0063;SPC IL E     -   113,960.      317,390.      MT  (+/- 180 meters Scaled)
 HB0063
 HB0063                          SUPERSEDED SURVEY CONTROL
 HB0063
 HB0063  NGVD 29 (??/??/??)  110.347  (m)          362.03   (f) ADJUSTED    1 2
 HB0063
 HB0063.Superseded values are not recommended for survey control.
 HB0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0063.See file dsdata.txt to determine how the superseded data were derived.
 HB0063
 HB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG998723(NAD 83)
 HB0063_MARKER: B = BOLT
 HB0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0063_SP_SET: CONCRETE SLAB
 HB0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0063
 HB0063  HISTORY     - Date     Condition        Report By
 HB0063  HISTORY     - UNK      MONUMENTED       DOD
 HB0063  HISTORY     - 1949     GOOD             CGS
 HB0063
 HB0063                          STATION DESCRIPTION
 HB0063
 HB0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0063'AT SHAWNEETOWN.
 HB0063'AT SHAWNEETOWN, ON THE TOP OF THE OHIO RIVER LEVEE AT THE
 HB0063'CROSSING OF STATE HIGHWAY 13 TO THE FERRY LANDING, 36 FEET
 HB0063'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AT THE TOP OF
 HB0063'LEVEE, 16 FEET NORTHWEST OF THE 56 FEET MARK ON RIVER GUAGE,
 HB0063'16 FEET NORTHWEST OF U.S. BM WB IN THE TOP OF THE NORTH END OF
 HB0063'THE NEXT TO THE TOP STEP OF CONCRETE STEPS LEADING TO FERRY
 HB0063'LANDING, ABOUT 9 FEET EAST OF THE CENTER OF THE LEVEE AND IN AN
 HB0063'18-INCH CONCRETE SLAB ABOUT 8 FEET UNDER GROUND.  A BOLT SET
 HB0063'ON A 4-IN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0062 ***********************************************************************
 HB0062  DESIGNATION -  163 CAP USE
 HB0062  PID         -  HB0062
 HB0062  STATE/COUNTY-  IL/GALLATIN
 HB0062  USGS QUAD   -  SHAWNEETOWN (1996)
 HB0062
 HB0062                         *CURRENT SURVEY CONTROL
 HB0062  ___________________________________________________________________
 HB0062* NAD 83(1986)-  37 41 36.     (N)    088 08 10.     (W)     SCALED    
 HB0062* NAVD 88     -       112.712  (meters)     369.79   (feet)  ADJUSTED  
 HB0062  ___________________________________________________________________
 HB0062  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HB0062  DYNAMIC HT  -         112.634 (meters)     369.53  (feet)  COMP
 HB0062  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 HB0062
 HB0062  VERT ORDER  -  FIRST     CLASS II
 HB0062
 HB0062.The horizontal coordinates were scaled from a topographic map and have
 HB0062.an estimated accuracy of +/- 6 seconds.
 HB0062
 HB0062.The orthometric height was determined by differential leveling
 HB0062.and adjusted by the National Geodetic Survey in June 1991..
 HB0062
 HB0062.The geoid height was determined by GEOID03.
 HB0062
 HB0062.The dynamic height is computed by dividing the NAVD 88
 HB0062.geopotential number by the normal gravity value computed on the
 HB0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0062.degrees latitude (g = 980.6199 gals.).
 HB0062
 HB0062.The modeled gravity was interpolated from observed gravity values.
 HB0062
 HB0062;                    North         East    Units  Estimated Accuracy
 HB0062;SPC IL E     -   113,960.      317,390.      MT  (+/- 180 meters Scaled)
 HB0062
 HB0062                          SUPERSEDED SURVEY CONTROL
 HB0062
 HB0062  NGVD 29 (??/??/??)  112.819  (m)          370.14   (f) ADJUSTED    1 2
 HB0062
 HB0062.Superseded values are not recommended for survey control.
 HB0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0062.See file dsdata.txt to determine how the superseded data were derived.
 HB0062
 HB0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG998723(NAD 83)
 HB0062_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 HB0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0062_SP_SET: CONCRETE SLAB
 HB0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0062
 HB0062  HISTORY     - Date     Condition        Report By
 HB0062  HISTORY     - UNK      MONUMENTED       DOD
 HB0062  HISTORY     - 1949     GOOD             CGS
 HB0062
 HB0062                          STATION DESCRIPTION
 HB0062
 HB0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0062'AT SHAWNEETOWN.
 HB0062'AT SHAWNEETOWN, ON THE TOP OF THE OHIO RIVER LEVEE AT THE
 HB0062'CROSSING OF STATE HIGHWAY 13 TO THE FERRY LANDING, 36 FEET
 HB0062'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AT THE TOP OF LEVEE,
 HB0062'16 FEET NORTHWEST OF THE 56 FEET MARK ON RIVER GUAGE, 16 FEET
 HB0062'NORTHWEST OF U.S. BM WB IN THE TOP OF THE NORTH END OF THE NEXT
 HB0062'TO THE TOP STEP OF CONCRETE STEPS LEADING TO FERRY LANDING, ABOUT
 HB0062'9 FEET EAST OF THE CENTER OF THE LEVEE AND IN AN 18-INCH CONCRETE
 HB0062'SLAB ABOUT 8 FEET UNDER GROUND.  A CAP SET DIRECTLY OVER THE
 HB0062'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0109 ***********************************************************************
 KC0109  DESIGNATION -  164 F
 KC0109  PID         -  KC0109
 KC0109  STATE/COUNTY-  IL/PIKE
 KC0109  USGS QUAD   -  PLEASANT HILL WEST (1993)
 KC0109
 KC0109                         *CURRENT SURVEY CONTROL
 KC0109  ___________________________________________________________________
 KC0109* NAD 83(1986)-  39 27 15.     (N)    090 58 25.     (W)     SCALED    
 KC0109* NAVD 88     -       135.522  (meters)     444.63   (feet)  ADJUSTED  
 KC0109  ___________________________________________________________________
 KC0109  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KC0109  DYNAMIC HT  -         135.445 (meters)     444.37  (feet)  COMP
 KC0109  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KC0109
 KC0109  VERT ORDER  -  SECOND    CLASS 0
 KC0109
 KC0109.The horizontal coordinates were scaled from a topographic map and have
 KC0109.an estimated accuracy of +/- 6 seconds.
 KC0109
 KC0109.The orthometric height was determined by differential leveling
 KC0109.and adjusted by the National Geodetic Survey in June 1991..
 KC0109
 KC0109.The geoid height was determined by GEOID03.
 KC0109
 KC0109.The dynamic height is computed by dividing the NAVD 88
 KC0109.geopotential number by the normal gravity value computed on the
 KC0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0109.degrees latitude (g = 980.6199 gals.).
 KC0109
 KC0109.The modeled gravity was interpolated from observed gravity values.
 KC0109
 KC0109;                    North         East    Units  Estimated Accuracy
 KC0109;SPC IL W     -   309,700.      630,550.      MT  (+/- 180 meters Scaled)
 KC0109
 KC0109                          SUPERSEDED SURVEY CONTROL
 KC0109
 KC0109  NGVD 29 (??/??/92)  135.610  (m)          444.91   (f) ADJ UNCH    2 0
 KC0109
 KC0109.Superseded values are not recommended for survey control.
 KC0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0109.See file dsdata.txt to determine how the superseded data were derived.
 KC0109
 KC0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD743691(NAD 83)
 KC0109_MARKER: DB = BENCH MARK DISK
 KC0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0109_STAMPING: 164 F 1925
 KC0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0109+STABILITY: SURFACE MOTION
 KC0109
 KC0109  HISTORY     - Date     Condition        Report By
 KC0109  HISTORY     - 1925     MONUMENTED       USGS
 KC0109  HISTORY     - 1943     GOOD             NGS
 KC0109
 KC0109                          STATION DESCRIPTION
 KC0109
 KC0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KC0109'3.8 MI SE FROM PIKE.
 KC0109'ABOUT ONE MILE SOUTHEAST ALONG THE ALTON RAILROAD FROM THE END
 KC0109'OF THE TRACK AT PIKE, PIKE COUNTY, THENCE 2.8 MILES EAST ALONG
 KC0109'THE RAILROAD, AT A ROAD CROSSING, 120 FEET SOUTH OF THE
 KC0109'CENTERLINE OF THE TRACK, 30 FEET WEST OF THE CENTERLINE OF THE
 KC0109'ROAD, AND 3 FEET NORTH AND ONE FOOT WEST OF A RIGHT-OF-WAY
 KC0109'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KC0109'STAMPED 164 F 1925 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0105 ***********************************************************************
 KC0105  DESIGNATION -  166 F
 KC0105  PID         -  KC0105
 KC0105  STATE/COUNTY-  IL/PIKE
 KC0105  USGS QUAD   -  PLEASANT HILL WEST (1993)
 KC0105
 KC0105                         *CURRENT SURVEY CONTROL
 KC0105  ___________________________________________________________________
 KC0105* NAD 83(1986)-  39 26 12.     (N)    090 52 35.     (W)     SCALED    
 KC0105* NAVD 88     -       137.709  (meters)     451.80   (feet)  ADJUSTED  
 KC0105  ___________________________________________________________________
 KC0105  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KC0105  DYNAMIC HT  -         137.631 (meters)     451.54  (feet)  COMP
 KC0105  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KC0105
 KC0105  VERT ORDER  -  SECOND    CLASS 0
 KC0105
 KC0105.The horizontal coordinates were scaled from a topographic map and have
 KC0105.an estimated accuracy of +/- 6 seconds.
 KC0105
 KC0105.The orthometric height was determined by differential leveling
 KC0105.and adjusted by the National Geodetic Survey in June 1991..
 KC0105
 KC0105.The geoid height was determined by GEOID03.
 KC0105
 KC0105.The dynamic height is computed by dividing the NAVD 88
 KC0105.geopotential number by the normal gravity value computed on the
 KC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0105.degrees latitude (g = 980.6199 gals.).
 KC0105
 KC0105.The modeled gravity was interpolated from observed gravity values.
 KC0105
 KC0105;                    North         East    Units  Estimated Accuracy
 KC0105;SPC IL W     -   307,690.      638,900.      MT  (+/- 180 meters Scaled)
 KC0105
 KC0105                          SUPERSEDED SURVEY CONTROL
 KC0105
 KC0105  NGVD 29 (??/??/92)  137.816  (m)          452.15   (f) ADJ UNCH    2 0
 KC0105
 KC0105.Superseded values are not recommended for survey control.
 KC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0105.See file dsdata.txt to determine how the superseded data were derived.
 KC0105
 KC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD827673(NAD 83)
 KC0105_MARKER: DB = BENCH MARK DISK
 KC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0105_STAMPING: 166 F 1925
 KC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0105+STABILITY: SURFACE MOTION
 KC0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0105+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 KC0105
 KC0105  HISTORY     - Date     Condition        Report By
 KC0105  HISTORY     - 1925     MONUMENTED       USGS
 KC0105  HISTORY     - 1943     GOOD             NGS
 KC0105  HISTORY     - 1962     GOOD             BSA
 KC0105  HISTORY     - 20010430 GOOD             INDIV
 KC0105
 KC0105                          STATION DESCRIPTION
 KC0105
 KC0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KC0105'AT PLEASANT HILL.
 KC0105'AT PLEASANT HILL, PIKE COUNTY, ABOUT 220 FEET SOUTH OF THE
 KC0105'ALTON RAILROAD, AND 30 FEET SOUTH AND 45 FEET WEST OF THE CENTER
 KC0105'OF A ROAD JUNCTION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KC0105'DISK, STAMPED 166 F 1925 AND SET IN THE TOP OF A CONCRETE POST.
 KC0105'NOTE-- RECOVERED AT 5 RAILS EAST OF THE STATION.
 KC0105
 KC0105                          STATION RECOVERY (1962)
 KC0105
 KC0105'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1962
 KC0105'RECOVERED IN GOOD CONDITION.
 KC0105
 KC0105                          STATION RECOVERY (2001)
 KC0105
 KC0105'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CVB)
 KC0105'PTS 166 F 1925, RECOVERED MONUMENT, DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0466 ***********************************************************************
 LD0466  DESIGNATION -  17
 LD0466  PID         -  LD0466
 LD0466  STATE/COUNTY-  IL/HENDERSON
 LD0466  USGS QUAD   -  OQUAWKA (1982)
 LD0466
 LD0466                         *CURRENT SURVEY CONTROL
 LD0466  ___________________________________________________________________
 LD0466* NAD 83(1986)-  40 56 03.     (N)    090 57 13.     (W)     SCALED    
 LD0466* NAVD 88     -       163.250  (meters)     535.60   (feet)  ADJUSTED  
 LD0466  ___________________________________________________________________
 LD0466  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LD0466  DYNAMIC HT  -         163.178 (meters)     535.36  (feet)  COMP
 LD0466  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 LD0466
 LD0466  VERT ORDER  -  SECOND    CLASS 0
 LD0466
 LD0466.The horizontal coordinates were scaled from a topographic map and have
 LD0466.an estimated accuracy of +/- 6 seconds.
 LD0466
 LD0466.The orthometric height was determined by differential leveling
 LD0466.and adjusted by the National Geodetic Survey in June 1991..
 LD0466
 LD0466.The geoid height was determined by GEOID03.
 LD0466
 LD0466.The dynamic height is computed by dividing the NAVD 88
 LD0466.geopotential number by the normal gravity value computed on the
 LD0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0466.degrees latitude (g = 980.6199 gals.).
 LD0466
 LD0466.The modeled gravity was interpolated from observed gravity values.
 LD0466
 LD0466;                    North         East    Units  Estimated Accuracy
 LD0466;SPC IL W     -   474,010.      633,730.      MT  (+/- 180 meters Scaled)
 LD0466
 LD0466                          SUPERSEDED SURVEY CONTROL
 LD0466
 LD0466  NGVD 29 (??/??/92)  163.321  (m)          535.83   (f) ADJ UNCH    2 0
 LD0466
 LD0466.Superseded values are not recommended for survey control.
 LD0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0466.See file dsdata.txt to determine how the superseded data were derived.
 LD0466
 LD0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF722334(NAD 83)
 LD0466_MARKER: B = BOLT
 LD0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0466_SP_SET: BUILDING
 LD0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0466
 LD0466  HISTORY     - Date     Condition        Report By
 LD0466  HISTORY     - UNK      MONUMENTED       DOD
 LD0466  HISTORY     - 1940     GOOD             NGS
 LD0466  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0466
 LD0466                          STATION DESCRIPTION
 LD0466
 LD0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LD0466'AT OQUAWKA.
 LD0466'AT OQUAWKA, HENDERSON COUNTY, AT THE NORTHWEST CORNER OF THE
 LD0466'INTERSECTION OF SCHUYLER AND SECOND STREETS, IN THE STONE PILLAR
 LD0466'AT THE SOUTHWEST CORNER OF THE MOIR BUILDING, AND 2 FEET ABOVE
 LD0466'THE WATER TABLE.  THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY
 LD0466'AND SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE.
 LD0466
 LD0466                          STATION RECOVERY (2001)
 LD0466
 LD0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0466'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0170 ***********************************************************************
 LC0170  DESIGNATION -  17 LES
 LC0170  PID         -  LC0170
 LC0170  STATE/COUNTY-  IL/CHAMPAIGN
 LC0170  USGS QUAD   -  URBANA (1975)
 LC0170
 LC0170                         *CURRENT SURVEY CONTROL
 LC0170  ___________________________________________________________________
 LC0170* NAD 83(1986)-  40 06 09.     (N)    088 11 25.     (W)     SCALED    
 LC0170* NAVD 88     -       229.160  (meters)     751.84   (feet)  ADJUSTED  
 LC0170  ___________________________________________________________________
 LC0170  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0170  DYNAMIC HT  -         229.044 (meters)     751.46  (feet)  COMP
 LC0170  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 LC0170
 LC0170  VERT ORDER  -  FIRST     CLASS II
 LC0170
 LC0170.The horizontal coordinates were scaled from a topographic map and have
 LC0170.an estimated accuracy of +/- 6 seconds.
 LC0170
 LC0170.The orthometric height was determined by differential leveling
 LC0170.and adjusted by the National Geodetic Survey in June 1991..
 LC0170
 LC0170.The geoid height was determined by GEOID03.
 LC0170
 LC0170.The dynamic height is computed by dividing the NAVD 88
 LC0170.geopotential number by the normal gravity value computed on the
 LC0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0170.degrees latitude (g = 980.6199 gals.).
 LC0170
 LC0170.The modeled gravity was interpolated from observed gravity values.
 LC0170
 LC0170;                    North         East    Units  Estimated Accuracy
 LC0170;SPC IL E     -   381,390.      312,200.      MT  (+/- 180 meters Scaled)
 LC0170
 LC0170                          SUPERSEDED SURVEY CONTROL
 LC0170
 LC0170  NGVD 29 (??/??/92)  229.198  (m)          751.96   (f) ADJ UNCH    1 2
 LC0170
 LC0170.Superseded values are not recommended for survey control.
 LC0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0170.See file dsdata.txt to determine how the superseded data were derived.
 LC0170
 LC0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK985398(NAD 83)
 LC0170_MARKER: DD = SURVEY DISK
 LC0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0170_STAMPING: 17 LES 752 1948
 LC0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0170+STABILITY: SURFACE MOTION
 LC0170
 LC0170  HISTORY     - Date     Condition        Report By
 LC0170  HISTORY     - 1948     MONUMENTED       USGS
 LC0170  HISTORY     - 1954     GOOD             NGS
 LC0170  HISTORY     - 1973     MARK NOT FOUND   NGS
 LC0170  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0170  HISTORY     - 20051201 MARK NOT FOUND   ILDT
 LC0170
 LC0170                          STATION DESCRIPTION
 LC0170
 LC0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0170'1.3 MI SE FROM URBANA.
 LC0170'ABOUT 1.3 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE
 LC0170'STATION AT URBANA, ABOUT 3 TELEPHONE POLES SOUTHEAST OF MILE POST
 LC0170'336, 44 FEET SOUTHWEST OF SOUTHWEST RAIL, 43 FEET EAST-NORTHEAST
 LC0170'OF CENTER LINE OF A BLACK TOP ROAD AT A POINT ROAD TURNS AWAY
 LC0170'FROM THE RAILROAD TRACK, 6 FEET SOUTHWEST OF SOUTHEAST END OF
 LC0170'A LARGE SIGN BOARD, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 LC0170'WITNESS POST, ABOUT 8 FEET ABOVE LEVEL OF TRACK AND SET IN THE
 LC0170'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 LC0170
 LC0170                          STATION RECOVERY (1973)
 LC0170
 LC0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0170'MARK NOT FOUND.
 LC0170
 LC0170                          STATION RECOVERY (1986)
 LC0170
 LC0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0170'MARK NOT FOUND.
 LC0170
 LC0170                          STATION RECOVERY (2005)
 LC0170
 LC0170'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1656 ***********************************************************************
 ME1656  DESIGNATION -  179
 ME1656  PID         -  ME1656
 ME1656  STATE/COUNTY-  IL/COOK
 ME1656  USGS QUAD   -  RIVER FOREST (1997)
 ME1656
 ME1656                         *CURRENT SURVEY CONTROL
 ME1656  ___________________________________________________________________
 ME1656* NAD 83(1997)-  41 55 26.66207(N)    087 48 21.67741(W)     ADJUSTED  
 ME1656* NAVD 88     -       196.908  (meters)     646.02   (feet)  ADJUSTED  
 ME1656  ___________________________________________________________________
 ME1656  X           -     181,948.898 (meters)                     COMP
 ME1656  Y           -  -4,749,275.406 (meters)                     COMP
 ME1656  Z           -   4,239,442.002 (meters)                     COMP
 ME1656  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 ME1656  ELLIP HEIGHT-         163.38  (meters)          (04/23/01) GPS OBS
 ME1656  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1656  DYNAMIC HT  -         196.841 (meters)     645.80  (feet)  COMP
 ME1656  MODELED GRAV-     980,280.1   (mgal)                       NAVD 88
 ME1656
 ME1656  HORZ ORDER  -  FIRST
 ME1656  VERT ORDER  -  FIRST     CLASS I
 ME1656  ELLP ORDER  -  THIRD     CLASS I
 ME1656
 ME1656.The horizontal coordinates were established by GPS observations
 ME1656.and adjusted by the National Geodetic Survey in April 2001..
 ME1656
 ME1656.The orthometric height was determined by differential leveling
 ME1656.and adjusted by the National Geodetic Survey in June 1991..
 ME1656
 ME1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1656
 ME1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1656
 ME1656.The ellipsoidal height was determined by GPS observations
 ME1656.and is referenced to NAD 83.
 ME1656
 ME1656.The geoid height was determined by GEOID03.
 ME1656
 ME1656.The dynamic height is computed by dividing the NAVD 88
 ME1656.geopotential number by the normal gravity value computed on the
 ME1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1656.degrees latitude (g = 980.6199 gals.).
 ME1656
 ME1656.The modeled gravity was interpolated from observed gravity values.
 ME1656
 ME1656;                    North         East     Units Scale Factor Converg.
 ME1656;SPC IL E     -   583,803.873   343,739.057   MT  0.99999853   +0 21 08.4
 ME1656;SPC IL E     - 1,915,363.21  1,127,750.56   sFT  0.99999853   +0 21 08.4
 ME1656;UTM  16      - 4,641,660.269   433,167.681   MT  0.99965496   -0 32 18.8
 ME1656
 ME1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1656!SPC IL E     -   0.99997438  x   0.99999853  =   0.99997291
 ME1656!UTM  16      -   0.99997438  x   0.99965496  =   0.99962934
 ME1656
 ME1656                          SUPERSEDED SURVEY CONTROL
 ME1656
 ME1656  NAVD 88 (04/23/01)  196.91   (m)          646.0    (f) LEVELING    3  
 ME1656  NGVD 29 (??/??/92)  196.995  (m)          646.31   (f) ADJ UNCH    1 1
 ME1656
 ME1656.Superseded values are not recommended for survey control.
 ME1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1656.See file dsdata.txt to determine how the superseded data were derived.
 ME1656
 ME1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3316841660(NAD 83)
 ME1656_MARKER: B = BOLT
 ME1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1656_MARK LOGO: NONE  
 ME1656_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1656+STABILITY: SURFACE MOTION
 ME1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1656+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 ME1656
 ME1656  HISTORY     - Date     Condition        Report By
 ME1656  HISTORY     - UNK      MONUMENTED       IL1670
 ME1656  HISTORY     - 1969     GOOD             NGS
 ME1656  HISTORY     - 1977     GOOD             NGS
 ME1656  HISTORY     - 1987     GOOD             USPSQD
 ME1656  HISTORY     - 20000316 GOOD             SECI
 ME1656
 ME1656                          STATION DESCRIPTION
 ME1656
 ME1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1656'3.2 MI E FROM FRANKLIN PARK.
 ME1656'ABOUT 3.25 MILES EAST ALONG GRAND AVENUE FROM THE MAIN SCHOOL,
 ME1656'DISTRICT 84 AT FRANKLIN PARK, 41 1/2 FEET EAST OF THE EAST CURB
 ME1656'OF W. HARLEM AVENUE, 6 FEET NORTH OF THE NORTH CURB OF GRAND
 ME1656'AVENUE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE SIDEWALK, AND
 ME1656'SET IN THE TOP OF A CONCRETE POST, ACCESS TO WHICH IS HAD
 ME1656'THROUGH AN 18-INCH MANHOLE WHICH IS COVERED WITH A STEEL COVER
 ME1656'WITH THE LETTERS LAWN ON THE TOP.  SEC 30, T40N, R13E.
 ME1656
 ME1656                          STATION RECOVERY (1977)
 ME1656
 ME1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1656'RECOVERED IN GOOD CONDITION.
 ME1656
 ME1656                          STATION RECOVERY (1987)
 ME1656
 ME1656'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1656'RECOVERED IN GOOD CONDITION.
 ME1656
 ME1656                          STATION RECOVERY (2000)
 ME1656
 ME1656'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 ME1656'RECOVERED AS DESCRIBED
 ME1656'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0465 ***********************************************************************
 LD0465  DESIGNATION -  18
 LD0465  PID         -  LD0465
 LD0465  STATE/COUNTY-  IL/HENDERSON
 LD0465  USGS QUAD   -  OQUAWKA (1982)
 LD0465
 LD0465                         *CURRENT SURVEY CONTROL
 LD0465  ___________________________________________________________________
 LD0465* NAD 83(1986)-  40 56 08.     (N)    090 57 15.     (W)     SCALED    
 LD0465* NAVD 88     -       166.840  (meters)     547.37   (feet)  ADJUSTED  
 LD0465  ___________________________________________________________________
 LD0465  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LD0465  DYNAMIC HT  -         166.767 (meters)     547.13  (feet)  COMP
 LD0465  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 LD0465
 LD0465  VERT ORDER  -  SECOND    CLASS 0
 LD0465
 LD0465.The horizontal coordinates were scaled from a topographic map and have
 LD0465.an estimated accuracy of +/- 6 seconds.
 LD0465
 LD0465.The orthometric height was determined by differential leveling
 LD0465.and adjusted by the National Geodetic Survey in June 1991..
 LD0465
 LD0465.The geoid height was determined by GEOID03.
 LD0465
 LD0465.The dynamic height is computed by dividing the NAVD 88
 LD0465.geopotential number by the normal gravity value computed on the
 LD0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0465.degrees latitude (g = 980.6199 gals.).
 LD0465
 LD0465.The modeled gravity was interpolated from observed gravity values.
 LD0465
 LD0465;                    North         East    Units  Estimated Accuracy
 LD0465;SPC IL W     -   474,170.      633,680.      MT  (+/- 180 meters Scaled)
 LD0465
 LD0465                          SUPERSEDED SURVEY CONTROL
 LD0465
 LD0465  NGVD 29 (??/??/92)  166.932  (m)          547.68   (f) ADJ UNCH    2 0
 LD0465
 LD0465.Superseded values are not recommended for survey control.
 LD0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0465.See file dsdata.txt to determine how the superseded data were derived.
 LD0465
 LD0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF722336(NAD 83)
 LD0465_MARKER: B = BOLT
 LD0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0465_SP_SET: BUILDING
 LD0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0465
 LD0465  HISTORY     - Date     Condition        Report By
 LD0465  HISTORY     - UNK      MONUMENTED       DOD
 LD0465  HISTORY     - 1940     GOOD             NGS
 LD0465  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0465
 LD0465                          STATION DESCRIPTION
 LD0465
 LD0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LD0465'AT OQUAWKA.
 LD0465'AT OQUAWKA, HENDERSON COUNTY, AT THE SOUTHEAST CORNER OF THE
 LD0465'INTERSECTION OF THIRD AND SCHUYLER STREETS, IN THE WEST SIDE OF A
 LD0465'BRICK BUILDING OWNED BY WILLIAM HOFFNER, ONE FOOT FROM THE
 LD0465'NORTHWEST CORNER, AND 2-1/2 FEET ABOVE THE GROUND.  THE CENTER
 LD0465'OF A COPPER BOLT SET HORIZONTALLY AND SURROUNDED BY THE LETTERS
 LD0465'USPBM CUT IN THE BRICK.
 LD0465
 LD0465                          STATION RECOVERY (2001)
 LD0465
 LD0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0465'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1941 ***********************************************************************
 LB1941  DESIGNATION -  18 1
 LB1941  PID         -  LB1941
 LB1941  STATE/COUNTY-  IL/IROQUOIS
 LB1941  USGS QUAD   -  SHELDON (1980)
 LB1941
 LB1941                         *CURRENT SURVEY CONTROL
 LB1941  ___________________________________________________________________
 LB1941* NAD 83(1986)-  40 46 10.     (N)    087 33 13.     (W)     SCALED    
 LB1941* NAVD 88     -       208.227  (meters)     683.16   (feet)  ADJUSTED  
 LB1941  ___________________________________________________________________
 LB1941  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LB1941  DYNAMIC HT  -         208.133 (meters)     682.85  (feet)  COMP
 LB1941  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LB1941
 LB1941  VERT ORDER  -  SECOND    CLASS 0
 LB1941
 LB1941.The horizontal coordinates were scaled from a topographic map and have
 LB1941.an estimated accuracy of +/- 6 seconds.
 LB1941
 LB1941.The orthometric height was determined by differential leveling
 LB1941.and adjusted by the National Geodetic Survey in June 1991..
 LB1941
 LB1941.The geoid height was determined by GEOID03.
 LB1941
 LB1941.The dynamic height is computed by dividing the NAVD 88
 LB1941.geopotential number by the normal gravity value computed on the
 LB1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1941.degrees latitude (g = 980.6199 gals.).
 LB1941
 LB1941.The modeled gravity was interpolated from observed gravity values.
 LB1941
 LB1941;                    North         East    Units  Estimated Accuracy
 LB1941;SPC IL E     -   455,730.      365,830.      MT  (+/- 180 meters Scaled)
 LB1941
 LB1941                          SUPERSEDED SURVEY CONTROL
 LB1941
 LB1941  NGVD 29 (??/??/92)  208.290  (m)          683.36   (f) ADJ UNCH    2 0
 LB1941
 LB1941.Superseded values are not recommended for survey control.
 LB1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1941.See file dsdata.txt to determine how the superseded data were derived.
 LB1941
 LB1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL532133(NAD 83)
 LB1941_MARKER: DD = SURVEY DISK
 LB1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1941_STAMPING: 18-1 1934
 LB1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1941+STABILITY: SURFACE MOTION
 LB1941
 LB1941  HISTORY     - Date     Condition        Report By
 LB1941  HISTORY     - 1934     MONUMENTED       ILGS
 LB1941  HISTORY     - 1934     GOOD             NGS
 LB1941
 LB1941                          STATION DESCRIPTION
 LB1941
 LB1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LB1941'0.8 MI E FROM SHELDON.
 LB1941'0.8 MILE EAST ALONG U.S. HIGHWAY 24 FROM THE TOLEDO, PERORIA AND
 LB1941'WESTERN RAILROAD STATION AT SHELDON, IROQUOIS COUNTY, 0.2 MILE
 LB1941'EAST OF THE EAST CITY LIMITS, 28 FEET NORTH OF THE CENTERLINE
 LB1941'OF THE HIGHWAY, 8 FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTH
 LB1941'OF THE FENCE, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROADWAY.  A
 LB1941'STATE SURVEY STANDARD DISK, STAMPED 18-1 1934 AND SET IN THE TOP
 LB1941'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1919 ***********************************************************************
 LB1919  DESIGNATION -  18 24
 LB1919  PID         -  LB1919
 LB1919  STATE/COUNTY-  IL/IROQUOIS
 LB1919  USGS QUAD   -  WOODWORTH (1986)
 LB1919
 LB1919                         *CURRENT SURVEY CONTROL
 LB1919  ___________________________________________________________________
 LB1919* NAD 83(1986)-  40 44 27.     (N)    087 51 39.     (W)     SCALED    
 LB1919* NAVD 88     -       198.817  (meters)     652.29   (feet)  ADJUSTED  
 LB1919  ___________________________________________________________________
 LB1919  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LB1919  DYNAMIC HT  -         198.728 (meters)     651.99  (feet)  COMP
 LB1919  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 LB1919
 LB1919  VERT ORDER  -  SECOND    CLASS 0
 LB1919
 LB1919.The horizontal coordinates were scaled from a topographic map and have
 LB1919.an estimated accuracy of +/- 6 seconds.
 LB1919
 LB1919.The orthometric height was determined by differential leveling
 LB1919.and adjusted by the National Geodetic Survey in June 1991..
 LB1919
 LB1919.The geoid height was determined by GEOID03.
 LB1919
 LB1919.The dynamic height is computed by dividing the NAVD 88
 LB1919.geopotential number by the normal gravity value computed on the
 LB1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1919.degrees latitude (g = 980.6199 gals.).
 LB1919
 LB1919.The modeled gravity was interpolated from observed gravity values.
 LB1919
 LB1919;                    North         East    Units  Estimated Accuracy
 LB1919;SPC IL E     -   452,370.      339,910.      MT  (+/- 180 meters Scaled)
 LB1919
 LB1919                          SUPERSEDED SURVEY CONTROL
 LB1919
 LB1919  NGVD 29 (??/??/92)  198.886  (m)          652.51   (f) ADJ UNCH    2 0
 LB1919
 LB1919.Superseded values are not recommended for survey control.
 LB1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1919.See file dsdata.txt to determine how the superseded data were derived.
 LB1919
 LB1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL273103(NAD 83)
 LB1919_MARKER: DD = SURVEY DISK
 LB1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1919_STAMPING: 18-24 1934
 LB1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1919+STABILITY: SURFACE MOTION
 LB1919
 LB1919  HISTORY     - Date     Condition        Report By
 LB1919  HISTORY     - 1934     MONUMENTED       ILGS
 LB1919  HISTORY     - 1954     GOOD             NGS
 LB1919
 LB1919                          STATION DESCRIPTION
 LB1919
 LB1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1919'2 MI S FROM CRESCENT CITY.
 LB1919'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE INTERSECTION
 LB1919'OF U.S. HIGHWAY 24 AT CRESCENT CITY, ABOUT 0.3 MILE SOUTH OF A
 LB1919'CEMETERY WHICH IS ON EAST SIDE OF HIGHWAY, AT A CROSSROAD, 182
 LB1919'FEET WEST OF CENTER LINE OF HIGHWAY, 20 1/2 FEET SOUTH OF
 LB1919'CENTER LINE OF ROAD WEST, 150 FEET WEST OF A HIGHWAY R/W MARKER
 LB1919'POST, 1 1/2 FEET NORTH OF A FENCE LINE, ABOUT 1/2 FOOT ABOVE
 LB1919'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LB1919'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0248 ***********************************************************************
 KC0248  DESIGNATION -  18 BOLT
 KC0248  PID         -  KC0248
 KC0248  STATE/COUNTY-  IL/SCOTT
 KC0248  USGS QUAD   -  FLORENCE (1980)
 KC0248
 KC0248                         *CURRENT SURVEY CONTROL
 KC0248  ___________________________________________________________________
 KC0248* NAD 83(1986)-  39 40 05.     (N)    090 33 46.     (W)     SCALED    
 KC0248* NAVD 88     -       133.421  (meters)     437.73   (feet)  ADJUSTED  
 KC0248  ___________________________________________________________________
 KC0248  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0248  DYNAMIC HT  -         133.348 (meters)     437.49  (feet)  COMP
 KC0248  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KC0248
 KC0248  VERT ORDER  -  FIRST     CLASS II
 KC0248
 KC0248.The horizontal coordinates were scaled from a topographic map and have
 KC0248.an estimated accuracy of +/- 6 seconds.
 KC0248
 KC0248.The orthometric height was determined by differential leveling
 KC0248.and adjusted by the National Geodetic Survey in June 1991..
 KC0248
 KC0248.The geoid height was determined by GEOID03.
 KC0248
 KC0248.The dynamic height is computed by dividing the NAVD 88
 KC0248.geopotential number by the normal gravity value computed on the
 KC0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0248.degrees latitude (g = 980.6199 gals.).
 KC0248
 KC0248.The modeled gravity was interpolated from observed gravity values.
 KC0248
 KC0248;                    North         East    Units  Estimated Accuracy
 KC0248;SPC IL W     -   333,210.      666,010.      MT  (+/- 180 meters Scaled)
 KC0248
 KC0248                          SUPERSEDED SURVEY CONTROL
 KC0248
 KC0248  NGVD 29 (??/??/92)  133.541  (m)          438.13   (f) ADJ UNCH    1 2
 KC0248
 KC0248.Superseded values are not recommended for survey control.
 KC0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0248.See file dsdata.txt to determine how the superseded data were derived.
 KC0248
 KC0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD090937(NAD 83)
 KC0248_MARKER: B = BOLT
 KC0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0248_STAMPING: ELEV 449.41 FT MEMPHIS DATUM
 KC0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0248
 KC0248  HISTORY     - Date     Condition        Report By
 KC0248  HISTORY     - UNK      MONUMENTED       DOD
 KC0248  HISTORY     - 1961     GOOD             NGS
 KC0248
 KC0248                          STATION DESCRIPTION
 KC0248
 KC0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0248'7.9 MI S FROM BLUFFS.
 KC0248'ABOUT 7.2 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0248'OF THE WABASH RAILROAD STATION AT BLUFFS, THENCE 0.7 MILE
 KC0248'SOUTHEAST ALONG A NARROW GRADED ROAD, 0.3 MILE NORTH OF THE T
 KC0248'JUNCTION OF TWO NARROW GRADED ROAD, ON THE INSIDE OF A SHORT
 KC0248'CURVE, ABOUT 150 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A
 KC0248'ONE-STORY FRAME HOUSE, 13 FEET EAST OF THE CENTER LINE OF THE
 KC0248'ROAD, 65 FEET NORTH OF THE JUNCTION OF THE ROAD AND A DRIVEWAY
 KC0248'LEADING TO HOUSE, 41 FEET NORTHEAST AND ACROSS THE ROAD FROM A
 KC0248'POWER LINE POLE, 1 FOOT ABOVE THE LEVEL OF THE ROAD, A COPPER
 KC0248'BOLT LEADED IN LIMESTONE SLAB 3 FEET UNDERGROUND ACCESS TO
 KC0248'WHICH IS HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER
 KC0248'SURVEY CAP STAMP AS STATED ABOVE AND PROJECTING 18 INCHES ABOVE
 KC0248'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0247 ***********************************************************************
 KC0247  DESIGNATION -  18 CAP
 KC0247  PID         -  KC0247
 KC0247  STATE/COUNTY-  IL/SCOTT
 KC0247  USGS QUAD   -  FLORENCE (1980)
 KC0247
 KC0247                         *CURRENT SURVEY CONTROL
 KC0247  ___________________________________________________________________
 KC0247* NAD 83(1986)-  39 40 04.     (N)    090 33 46.     (W)     SCALED    
 KC0247* NAVD 88     -       134.630  (meters)     441.70   (feet)  ADJUSTED  
 KC0247  ___________________________________________________________________
 KC0247  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0247  DYNAMIC HT  -         134.556 (meters)     441.46  (feet)  COMP
 KC0247  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KC0247
 KC0247  VERT ORDER  -  FIRST     CLASS II
 KC0247
 KC0247.The horizontal coordinates were scaled from a topographic map and have
 KC0247.an estimated accuracy of +/- 6 seconds.
 KC0247
 KC0247.The orthometric height was determined by differential leveling
 KC0247.and adjusted by the National Geodetic Survey in June 1991..
 KC0247
 KC0247.The geoid height was determined by GEOID03.
 KC0247
 KC0247.The dynamic height is computed by dividing the NAVD 88
 KC0247.geopotential number by the normal gravity value computed on the
 KC0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0247.degrees latitude (g = 980.6199 gals.).
 KC0247
 KC0247.The modeled gravity was interpolated from observed gravity values.
 KC0247
 KC0247;                    North         East    Units  Estimated Accuracy
 KC0247;SPC IL W     -   333,180.      666,010.      MT  (+/- 180 meters Scaled)
 KC0247
 KC0247                          SUPERSEDED SURVEY CONTROL
 KC0247
 KC0247  NGVD 29 (??/??/92)  134.750  (m)          442.09   (f) ADJ UNCH    1 2
 KC0247
 KC0247.Superseded values are not recommended for survey control.
 KC0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0247.See file dsdata.txt to determine how the superseded data were derived.
 KC0247
 KC0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD090937(NAD 83)
 KC0247_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0247_STAMPING: ELEV 449.41 FT MEMPHIS DATUM
 KC0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0247
 KC0247  HISTORY     - Date     Condition        Report By
 KC0247  HISTORY     - UNK      MONUMENTED       DOD
 KC0247  HISTORY     - 1961     GOOD             NGS
 KC0247
 KC0247                          STATION DESCRIPTION
 KC0247
 KC0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0247'7.9 MI S FROM BLUFFS.
 KC0247'ABOUT 7.2 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0247'OF THE WABASH RAILROAD AT BLUFFS, THENCE 0.7 MILE SOUTHEAST ALONG
 KC0247'A NARROW GRADED ROAD, 0.3 MILE NORTH OF THE T JUNCTION OF TWO
 KC0247'NARROW GRADED ROAD, ON THE INSIDE OF A SHORT CURVE, ABOUT 150
 KC0247'YARDS NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY FRAME
 KC0247'HOUSE, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, 65 FEET NORTH
 KC0247'OF THE JUNCTION OF THE ROAD AND A DRIVEWAY LEADING TO HOUSE, 41
 KC0247'FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER LINE POLE, 1 FOOT
 KC0247'ABOVE THE LEVEL OF THE ROAD, AND PROJECTING 18 INCHES ABOVE
 KC0247'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2296 ***********************************************************************
 LB2296  DESIGNATION -  19 21 ILGS 1947
 LB2296  PID         -  LB2296
 LB2296  STATE/COUNTY-  IL/IROQUOIS
 LB2296  USGS QUAD   -  WATSEKA (1964)
 LB2296
 LB2296                         *CURRENT SURVEY CONTROL
 LB2296  ___________________________________________________________________
 LB2296* NAD 83(1997)-  40 46 22.49478(N)    087 43 57.21954(W)     ADJUSTED  
 LB2296* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 LB2296  ___________________________________________________________________
 LB2296  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 LB2296  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LB2296
 LB2296  HORZ ORDER  -  SECOND
 LB2296
 LB2296.The horizontal coordinates were established by classical geodetic methods
 LB2296.and adjusted by the National Geodetic Survey in October 1999..
 LB2296
 LB2296.The orthometric height was scaled from a topographic map.
 LB2296
 LB2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2296
 LB2296.The geoid height was determined by GEOID03.
 LB2296
 LB2296;                    North         East     Units Scale Factor Converg.
 LB2296;SPC IL E     -   455,997.927   350,718.045   MT  1.00000665   +0 23 32.5
 LB2296;SPC IL E     - 1,496,053.20  1,150,647.45   sFT  1.00000665   +0 23 32.5
 LB2296;UTM  16      - 4,513,807.098   438,179.283   MT  0.99964704   -0 28 42.3
 LB2296
 LB2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2296!SPC IL E     -   0.99997473  x   1.00000665  =   0.99998138
 LB2296!UTM  16      -   0.99997473  x   0.99964704  =   0.99962178
 LB2296
 LB2296                          SUPERSEDED SURVEY CONTROL
 LB2296
 LB2296  NAD 83(1997)-  40 46 22.49503(N)    087 43 57.22041(W) AD(       ) 2
 LB2296  NAD 83(1986)-  40 46 22.50192(N)    087 43 57.22813(W) AD(       ) 2
 LB2296  NAD 27      -  40 46 22.37390(N)    087 43 57.10890(W) AD(       ) 2
 LB2296
 LB2296.Superseded values are not recommended for survey control.
 LB2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2296.See file dsdata.txt to determine how the superseded data were derived.
 LB2296
 LB2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3817913807(NAD 83)
 LB2296_MARKER: DD = SURVEY DISK
 LB2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2296_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2296+STABILITY: SURFACE MOTION
 LB2296
 LB2296  HISTORY     - Date     Condition        Report By
 LB2296  HISTORY     - 1947     MONUMENTED       ILGS
 LB2296  HISTORY     - 1970     GOOD             ILHD
 LB2296
 LB2296                          STATION DESCRIPTION
 LB2296
 LB2296'DESCRIBED BY ILLINOIS GEODETIC SURVEY 1947 (RCB)
 LB2296'19-21 (ILL. GEO. S.) IS 51.94 FEET WEST OF STATION GIFT.  IT IS 8
 LB2296'FEET EAST OF THE EAST EDGE OF THE SIDEWALK ON FOURTH STREET AND 2
 LB2296'FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK ON MULBERRY STREET.
 LB2296'THE MARK IS A 6X6 INCH CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 LB2296'THE GROUND WITH A STANDARD USC AND GS AND SS DISK STAMPED 19-21
 LB2296'1934.
 LB2296
 LB2296                          STATION RECOVERY (1970)
 LB2296
 LB2296'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 LB2296'19-21, 1934 RECOVERED IN GOOD CONDITION.
 LB2296'
 LB2296'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0255 ***********************************************************************
 KC0255  DESIGNATION -  19 BOLT
 KC0255  PID         -  KC0255
 KC0255  STATE/COUNTY-  IL/SCOTT
 KC0255  USGS QUAD   -  FLORENCE (1980)
 KC0255
 KC0255                         *CURRENT SURVEY CONTROL
 KC0255  ___________________________________________________________________
 KC0255* NAD 83(1986)-  39 42 41.     (N)    090 34 04.     (W)     SCALED    
 KC0255* NAVD 88     -       135.761  (meters)     445.41   (feet)  ADJUSTED  
 KC0255  ___________________________________________________________________
 KC0255  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KC0255  DYNAMIC HT  -         135.687 (meters)     445.17  (feet)  COMP
 KC0255  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 KC0255
 KC0255  VERT ORDER  -  FIRST     CLASS II
 KC0255
 KC0255.The horizontal coordinates were scaled from a topographic map and have
 KC0255.an estimated accuracy of +/- 6 seconds.
 KC0255
 KC0255.The orthometric height was determined by differential leveling
 KC0255.and adjusted by the National Geodetic Survey in June 1991..
 KC0255
 KC0255.The geoid height was determined by GEOID03.
 KC0255
 KC0255.The dynamic height is computed by dividing the NAVD 88
 KC0255.geopotential number by the normal gravity value computed on the
 KC0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0255.degrees latitude (g = 980.6199 gals.).
 KC0255
 KC0255.The modeled gravity was interpolated from observed gravity values.
 KC0255
 KC0255;                    North         East    Units  Estimated Accuracy
 KC0255;SPC IL W     -   338,020.      665,610.      MT  (+/- 180 meters Scaled)
 KC0255
 KC0255                          SUPERSEDED SURVEY CONTROL
 KC0255
 KC0255  NGVD 29 (??/??/92)  135.88   (m)          445.8    (f) COMPUTED    1 2
 KC0255
 KC0255.Superseded values are not recommended for survey control.
 KC0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0255.See file dsdata.txt to determine how the superseded data were derived.
 KC0255
 KC0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD084985(NAD 83)
 KC0255_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0255
 KC0255  HISTORY     - Date     Condition        Report By
 KC0255  HISTORY     - UNK      MONUMENTED       IRC
 KC0255  HISTORY     - 1961     GOOD             NGS
 KC0255
 KC0255                          STATION DESCRIPTION
 KC0255
 KC0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0255'3.8 MI S FROM BLUFFS.
 KC0255'ABOUT 3.65 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0255'OF THE WABASH RAILROAD AT BLUFFS, THENCE 0.15 MILE EAST ALONG A
 KC0255'GRADED ROAD, NEAR THE SOUTHWEST CORNER OF A YARD, 77 FEET NORTH
 KC0255'OF THE CENTER LINE OF THE ROAD, 92 FEET SOUTHWEST OF THE
 KC0255'SOUTHWEST CORNER OF A LARGE TWO-STORY HOUSE, 50 FEET NORTHWEST
 KC0255'OF A POWER LINE POLE IN THE LINE THAT LEADS TO THE HOUSE, 15 FEET
 KC0255'EAST OF A NORTH-SOUTH FENCE LINE, 2 FEET ABOVE THE LEVEL OF THE
 KC0255'ROAD, A COPPER BOLT LEADED IN THE TOP OF A LIMESTONE SLAB 4
 KC0255'FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE.
 KC0255'NOTE-- CAP MISSING FROM PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1849 ***********************************************************************
 ME1849  DESIGNATION -  19 C WORTH TWP
 ME1849  PID         -  ME1849
 ME1849  STATE/COUNTY-  IL/COOK
 ME1849  USGS QUAD   -  PALOS PARK (1997)
 ME1849
 ME1849                         *CURRENT SURVEY CONTROL
 ME1849  ___________________________________________________________________
 ME1849* NAD 83(1986)-  41 40 31.     (N)    087 47 47.     (W)     SCALED    
 ME1849* NAVD 88     -       182.575  (meters)     599.00   (feet)  ADJUSTED  
 ME1849  ___________________________________________________________________
 ME1849  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 ME1849  DYNAMIC HT  -         182.509 (meters)     598.78  (feet)  COMP
 ME1849  MODELED GRAV-     980,253.5   (mgal)                       NAVD 88
 ME1849
 ME1849  VERT ORDER  -  FIRST     CLASS II
 ME1849
 ME1849.The horizontal coordinates were scaled from a topographic map and have
 ME1849.an estimated accuracy of +/- 6 seconds.
 ME1849
 ME1849.The orthometric height was determined by differential leveling
 ME1849.and adjusted by the National Geodetic Survey in June 1991..
 ME1849
 ME1849.The geoid height was determined by GEOID03.
 ME1849
 ME1849.The dynamic height is computed by dividing the NAVD 88
 ME1849.geopotential number by the normal gravity value computed on the
 ME1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1849.degrees latitude (g = 980.6199 gals.).
 ME1849
 ME1849.The modeled gravity was interpolated from observed gravity values.
 ME1849
 ME1849;                    North         East    Units  Estimated Accuracy
 ME1849;SPC IL E     -   556,180.      344,710.      MT  (+/- 180 meters Scaled)
 ME1849
 ME1849                          SUPERSEDED SURVEY CONTROL
 ME1849
 ME1849  NGVD 29 (??/??/92)  182.67   (m)          599.3    (f) COMPUTED    1 2
 ME1849
 ME1849.Superseded values are not recommended for survey control.
 ME1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1849.See file dsdata.txt to determine how the superseded data were derived.
 ME1849
 ME1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM337140(NAD 83)
 ME1849_MARKER: B = BOLT
 ME1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1849+STABILITY: SURFACE MOTION
 ME1849
 ME1849  HISTORY     - Date     Condition        Report By
 ME1849  HISTORY     - UNK      MONUMENTED       IL-031
 ME1849  HISTORY     - 1947     GOOD             NGS
 ME1849  HISTORY     - 1971     MARK NOT FOUND   NGS
 ME1849
 ME1849                          STATION DESCRIPTION
 ME1849
 ME1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1849'6.4 MI NW FROM BLUE ISLAND.
 ME1849'ABOUT 6.45 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE GRAND
 ME1849'TRUNK AND WESTERN RAILROAD STATION AT BLUE ISLAND, SET IN THE
 ME1849'NORTHEAST QUARTER OF THE INTERSECTION OF HARLEM AVENUE (STATE
 ME1849'HIGHWAY 42A, 48 FEET EAST OF THE CENTER LINE OF HARLEM AVENUE, 63
 ME1849'FEET NORTH OF THE CENTER LINE OF HIGHWAY 83, 43 FEET SOUTHEAST
 ME1849'OF A HIGHWAY SIGN 42 A, 10 FEET NORTH OF A POWER POLE, 2 FEET
 ME1849'SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1/2 FOOT BELOW
 ME1849'THE INTERSECTION.  A COPPER BOLT SET IN THE TOP OF A CONCRETE
 ME1849'POST AND COVERED BY A 6-INCH SQUARE IRON BOX PROJECTING ABOUT
 ME1849'7 INCHES.
 ME1849
 ME1849                          STATION RECOVERY (1971)
 ME1849
 ME1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0049 ***********************************************************************
 NH0049  DESIGNATION -  19 E HANOVER TWP
 NH0049  PID         -  NH0049
 NH0049  STATE/COUNTY-  IL/COOK
 NH0049  USGS QUAD   -  STREAMWOOD (1993)
 NH0049
 NH0049                         *CURRENT SURVEY CONTROL
 NH0049  ___________________________________________________________________
 NH0049* NAD 83(1986)-  42 01 14.     (N)    088 14 46.     (W)     SCALED    
 NH0049* NAVD 88     -       236.864  (meters)     777.11   (feet)  ADJUSTED  
 NH0049  ___________________________________________________________________
 NH0049  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0049  DYNAMIC HT  -         236.783 (meters)     776.85  (feet)  COMP
 NH0049  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 NH0049
 NH0049  VERT ORDER  -  FIRST     CLASS II
 NH0049
 NH0049.The horizontal coordinates were scaled from a topographic map and have
 NH0049.an estimated accuracy of +/- 6 seconds.
 NH0049
 NH0049.The orthometric height was determined by differential leveling
 NH0049.and adjusted by the National Geodetic Survey in June 1991..
 NH0049
 NH0049.The geoid height was determined by GEOID03.
 NH0049
 NH0049.The dynamic height is computed by dividing the NAVD 88
 NH0049.geopotential number by the normal gravity value computed on the
 NH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0049.degrees latitude (g = 980.6199 gals.).
 NH0049
 NH0049.The modeled gravity was interpolated from observed gravity values.
 NH0049
 NH0049;                    North         East    Units  Estimated Accuracy
 NH0049;SPC IL E     -   594,390.      307,220.      MT  (+/- 180 meters Scaled)
 NH0049
 NH0049                          SUPERSEDED SURVEY CONTROL
 NH0049
 NH0049  NGVD 29 (??/??/92)  236.944  (m)          777.37   (f) ADJ UNCH    1 2
 NH0049
 NH0049.Superseded values are not recommended for survey control.
 NH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0049.See file dsdata.txt to determine how the superseded data were derived.
 NH0049
 NH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM968528(NAD 83)
 NH0049_MARKER: B = BOLT
 NH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0049+STABILITY: SURFACE MOTION
 NH0049
 NH0049  HISTORY     - Date     Condition        Report By
 NH0049  HISTORY     - UNK      MONUMENTED       IL-031
 NH0049  HISTORY     - 1947     GOOD             NGS
 NH0049  HISTORY     - 1969     MARK NOT FOUND   NGS
 NH0049
 NH0049                          STATION DESCRIPTION
 NH0049
 NH0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NH0049'2.2 MI E FROM ELGIN.
 NH0049'ABOUT 2.25 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE CITY HALL
 NH0049'AT ELGIN, SET IN THE SOUTHWEST ANGLE OF THE JUNCTION OF GIFFORD
 NH0049'ROAD, 215 FEET NORTHWEST AND ACROSS THE GIFFORD ROAD FROM THE
 NH0049'NORTHWEST CORNER OF MAX AND MARGE TAVERN, 30 FEET SOUTHWEST
 NH0049'OF THE CENTER LINE OF THE HIGHWAY, 64 FEET NORTHWEST OF THE
 NH0049'CENTER LINE OF GIFFORD ROAD, 12 FEET NORTHWEST OF POWER POLE
 NH0049'NO. 1029, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1
 NH0049'FOOT ABOVE THE JUNCTION, AND PROJECTING ABOUT 6 INCHES.  A COPPER
 NH0049'BOLT SET IN THE TOP OF A CONCRETE POST AND COVERED BY A 10-INCH
 NH0049'SQUARE IRON BOX.
 NH0049
 NH0049                          STATION RECOVERY (1969)
 NH0049
 NH0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0366 ***********************************************************************
 MF0366  DESIGNATION -  19 W
 MF0366  PID         -  MF0366
 MF0366  STATE/COUNTY-  IL/LA SALLE
 MF0366  USGS QUAD   -  LONG POINT (1983)
 MF0366
 MF0366                         *CURRENT SURVEY CONTROL
 MF0366  ___________________________________________________________________
 MF0366* NAD 83(1986)-  41 01 15.     (N)    088 59 17.     (W)     SCALED    
 MF0366* NAVD 88     -       206.817  (meters)     678.53   (feet)  ADJUSTED  
 MF0366  ___________________________________________________________________
 MF0366  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MF0366  DYNAMIC HT  -         206.730 (meters)     678.25  (feet)  COMP
 MF0366  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 MF0366
 MF0366  VERT ORDER  -  SECOND    CLASS 0
 MF0366
 MF0366.The horizontal coordinates were scaled from a topographic map and have
 MF0366.an estimated accuracy of +/- 6 seconds.
 MF0366
 MF0366.The orthometric height was determined by differential leveling
 MF0366.and adjusted by the National Geodetic Survey in June 1991..
 MF0366
 MF0366.The geoid height was determined by GEOID03.
 MF0366
 MF0366.The dynamic height is computed by dividing the NAVD 88
 MF0366.geopotential number by the normal gravity value computed on the
 MF0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0366.degrees latitude (g = 980.6199 gals.).
 MF0366
 MF0366.The modeled gravity was interpolated from observed gravity values.
 MF0366
 MF0366;                    North         East    Units  Estimated Accuracy
 MF0366;SPC IL E     -   483,560.      244,930.      MT  (+/- 180 meters Scaled)
 MF0366
 MF0366                          SUPERSEDED SURVEY CONTROL
 MF0366
 MF0366  NGVD 29 (??/??/92)  206.869  (m)          678.70   (f) ADJ UNCH    2 0
 MF0366
 MF0366.Superseded values are not recommended for survey control.
 MF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0366.See file dsdata.txt to determine how the superseded data were derived.
 MF0366
 MF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL328429(NAD 83)
 MF0366_MARKER: DD = SURVEY DISK
 MF0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0366_STAMPING: 19 W 1924
 MF0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0366+STABILITY: SURFACE MOTION
 MF0366
 MF0366  HISTORY     - Date     Condition        Report By
 MF0366  HISTORY     - 1924     MONUMENTED       USGS
 MF0366  HISTORY     - 1960     GOOD             NGS
 MF0366  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF0366  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF0366
 MF0366                          STATION DESCRIPTION
 MF0366
 MF0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0366'AT LEEDS.
 MF0366'AT LEEDS, AT CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE
 MF0366'RAILWAY AND A NORTH-SOUTH BLACK TOP ROAD, 0.2 MILE WEST OF MILE
 MF0366'POST 102, 102 1/2 FEET NORTH AND ACROSS A SIDE TRACK FROM NORTH
 MF0366'RAIL OF NORTH MAIN TRACK, 25 FEET EAST OF CENTER LINE OF ROAD,
 MF0366'4 1/2 FEET SOUTH OF A TELEPHONE POLE THAT PARALLELS THE NORTH
 MF0366'SIDE OF TRACK, 12 FEET NORTH OF A TELEPHONE POLE ON LINE THAT
 MF0366'PARALLELS THE EAST SIDE OF ROAD, 2 FEET BELOW LEVEL OF TRACK,
 MF0366'ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 MF0366'POST FLUSH WITH GROUND.
 MF0366
 MF0366                          STATION RECOVERY (1997)
 MF0366
 MF0366'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0366'MARK NOT FOUND.
 MF0366
 MF0366                          STATION RECOVERY (2002)
 MF0366
 MF0366'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0366'FOUND REMAINS AT DESCRIBED LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1074 ***********************************************************************
 MF1074  DESIGNATION -  19.0 A
 MF1074  PID         -  MF1074
 MF1074  STATE/COUNTY-  IL/BUREAU
 MF1074  USGS QUAD   -  MANLIUS (1983)
 MF1074
 MF1074                         *CURRENT SURVEY CONTROL
 MF1074  ___________________________________________________________________
 MF1074* NAD 83(1986)-  41 22 42.     (N)    089 37 34.     (W)     SCALED    
 MF1074* NAVD 88     -       198.154  (meters)     650.11   (feet)  ADJUSTED  
 MF1074  ___________________________________________________________________
 MF1074  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF1074  DYNAMIC HT  -         198.073 (meters)     649.84  (feet)  COMP
 MF1074  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 MF1074
 MF1074  VERT ORDER  -  SECOND    CLASS 0
 MF1074
 MF1074.The horizontal coordinates were scaled from a topographic map and have
 MF1074.an estimated accuracy of +/- 6 seconds.
 MF1074
 MF1074.The orthometric height was determined by differential leveling
 MF1074.and adjusted by the National Geodetic Survey in June 1991..
 MF1074
 MF1074.The geoid height was determined by GEOID03.
 MF1074
 MF1074.The dynamic height is computed by dividing the NAVD 88
 MF1074.geopotential number by the normal gravity value computed on the
 MF1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1074.degrees latitude (g = 980.6199 gals.).
 MF1074
 MF1074.The modeled gravity was interpolated from observed gravity values.
 MF1074
 MF1074;                    North         East    Units  Estimated Accuracy
 MF1074;SPC IL W     -   523,180.      745,220.      MT  (+/- 180 meters Scaled)
 MF1074
 MF1074                          SUPERSEDED SURVEY CONTROL
 MF1074
 MF1074  NGVD 29 (??/??/92)  198.232  (m)          650.37   (f) ADJ UNCH    2 0
 MF1074
 MF1074.Superseded values are not recommended for survey control.
 MF1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1074.See file dsdata.txt to determine how the superseded data were derived.
 MF1074
 MF1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL803840(NAD 83)
 MF1074_MARKER: DD = SURVEY DISK
 MF1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1074_SP_SET: ABUTMENT
 MF1074_STAMPING: 19.0 A
 MF1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1074
 MF1074  HISTORY     - Date     Condition        Report By
 MF1074  HISTORY     - UNK      MONUMENTED       MRC
 MF1074  HISTORY     - 1959     GOOD             NGS
 MF1074
 MF1074                          STATION DESCRIPTION
 MF1074
 MF1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1074'3.1 MI NW FROM WYANET.
 MF1074'ABOUT 2.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1074'BURLINGTON AND QUINCY RAILROAD AT WYANET, THENCE 0.85 MILES NORTH
 MF1074'ALONG A GRAVEL ROAD, AT THE STEEL SPAN BRIDGE ACROSS THE
 MF1074'MISSISSIPPI-ILLINOIS CANAL, SET IN THE TOP OF THE EAST END OF THE
 MF1074'NORTH ABUTMENT OF THE BRIDGE, 9 FEET EAST OF THE CENTER LINE OF
 MF1074'THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0115 ***********************************************************************
 KC0115  DESIGNATION -  2
 KC0115  PID         -  KC0115
 KC0115  STATE/COUNTY-  IL/JERSEY
 KC0115  USGS QUAD   -  NUTWOOD (1975)
 KC0115
 KC0115                         *CURRENT SURVEY CONTROL
 KC0115  ___________________________________________________________________
 KC0115* NAD 83(1986)-  39 02 06.     (N)    090 33 13.     (W)     SCALED    
 KC0115* NAVD 88     -       138.384  (meters)     454.01   (feet)  ADJUSTED  
 KC0115  ___________________________________________________________________
 KC0115  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KC0115  DYNAMIC HT  -         138.298 (meters)     453.73  (feet)  COMP
 KC0115  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 KC0115
 KC0115  VERT ORDER  -  FIRST     CLASS II
 KC0115
 KC0115.The horizontal coordinates were scaled from a topographic map and have
 KC0115.an estimated accuracy of +/- 6 seconds.
 KC0115
 KC0115.The orthometric height was determined by differential leveling
 KC0115.and adjusted by the National Geodetic Survey in June 1991..
 KC0115
 KC0115.The geoid height was determined by GEOID03.
 KC0115
 KC0115.The dynamic height is computed by dividing the NAVD 88
 KC0115.geopotential number by the normal gravity value computed on the
 KC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0115.degrees latitude (g = 980.6199 gals.).
 KC0115
 KC0115.The modeled gravity was interpolated from observed gravity values.
 KC0115
 KC0115;                    North         East    Units  Estimated Accuracy
 KC0115;SPC IL W     -   262,930.      666,500.      MT  (+/- 180 meters Scaled)
 KC0115
 KC0115                          SUPERSEDED SURVEY CONTROL
 KC0115
 KC0115  NGVD 29 (??/??/92)  138.488  (m)          454.36   (f) ADJ UNCH    1 2
 KC0115
 KC0115.Superseded values are not recommended for survey control.
 KC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0115.See file dsdata.txt to determine how the superseded data were derived.
 KC0115
 KC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD117235(NAD 83)
 KC0115_MARKER: DB = BENCH MARK DISK
 KC0115_SETTING: 66 = SET IN ROCK OUTCROP
 KC0115_SP_SET: ROCK LEDGE
 KC0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0115+STABILITY: POSITION/ELEVATION WELL
 KC0115
 KC0115  HISTORY     - Date     Condition        Report By
 KC0115  HISTORY     - UNK      MONUMENTED       DOD
 KC0115  HISTORY     - 1961     GOOD             NGS
 KC0115
 KC0115                          STATION DESCRIPTION
 KC0115
 KC0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0115'3.6 MI S FROM NUTWOOD.
 KC0115'ABOUT 3.55 MILES SOUTH ALONG STATE HIGHWAY 100 FROM A 30 FOOT
 KC0115'BRIDGE OVER THE NARROWS AT NUTWOOD, 0.6 MILE SOUTH OF THE
 KC0115'JUNCTION OF A ROAD LEADING TO ROSEDALE, ON THE INSIDE OF A SHORT
 KC0115'CURVE, SET ON TOP OF THE NORTHWEST CORNER OF A SLOPING ROCK 20
 KC0115'FEET LONG- 10 FEET WIDE AND 2 1/2 FEET HIGH, 24 FEET EAST OF THE
 KC0115'CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF THE NORTHWEST
 KC0115'CORNER OF THE ROCK, 1/2 FOOT SOUTH OF THE NORTH EDGE OF THE
 KC0115'ROCK AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION S 21 T 7 N
 KC0115'R 13 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0468 ***********************************************************************
 KB0468  DESIGNATION -  2
 KB0468  PID         -  KB0468
 KB0468  STATE/COUNTY-  IL/CHRISTIAN
 KB0468  USGS QUAD   -  TOWER HILL (1981)
 KB0468
 KB0468                         *CURRENT SURVEY CONTROL
 KB0468  ___________________________________________________________________
 KB0468* NAD 83(1986)-  39 23 16.     (N)    088 58 05.     (W)     SCALED    
 KB0468* NAVD 88     -       200.260  (meters)     657.02   (feet)  ADJUSTED  
 KB0468  ___________________________________________________________________
 KB0468  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB0468  DYNAMIC HT  -         200.142 (meters)     656.63  (feet)  COMP
 KB0468  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 KB0468
 KB0468  VERT ORDER  -  SECOND    CLASS 0
 KB0468
 KB0468.The horizontal coordinates were scaled from a topographic map and have
 KB0468.an estimated accuracy of +/- 6 seconds.
 KB0468
 KB0468.The orthometric height was determined by differential leveling
 KB0468.and adjusted by the National Geodetic Survey in June 1991..
 KB0468
 KB0468.The geoid height was determined by GEOID03.
 KB0468
 KB0468.The dynamic height is computed by dividing the NAVD 88
 KB0468.geopotential number by the normal gravity value computed on the
 KB0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0468.degrees latitude (g = 980.6199 gals.).
 KB0468
 KB0468.The modeled gravity was interpolated from observed gravity values.
 KB0468
 KB0468;                    North         East    Units  Estimated Accuracy
 KB0468;SPC IL W     -   302,700.      803,260.      MT  (+/- 180 meters Scaled)
 KB0468
 KB0468                          SUPERSEDED SURVEY CONTROL
 KB0468
 KB0468  NGVD 29 (??/??/92)  200.347  (m)          657.31   (f) ADJ UNCH    2 0
 KB0468
 KB0468.Superseded values are not recommended for survey control.
 KB0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0468.See file dsdata.txt to determine how the superseded data were derived.
 KB0468
 KB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ305616(NAD 83)
 KB0468_MARKER: B = BOLT
 KB0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0468_SP_SET: BRIDGE
 KB0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0468
 KB0468  HISTORY     - Date     Condition        Report By
 KB0468  HISTORY     - UNK      MONUMENTED       PCRR
 KB0468  HISTORY     - 1935     GOOD             NGS
 KB0468
 KB0468                          STATION DESCRIPTION
 KB0468
 KB0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0468'0.4 MI W FROM TOWER HILL.
 KB0468'0.4 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 KB0468'LOUIS RAILWAY FROM THE STATION AT TOWER HILL, CHRISTIAN COUNTY,
 KB0468'AT MILEPOST 161, IN THE TOP OF THE EAST END OF A CONCRETE BRIDGE,
 KB0468'AND 5 FEET NORTH OF THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0459 ***********************************************************************
 KB0459  DESIGNATION -  2
 KB0459  PID         -  KB0459
 KB0459  STATE/COUNTY-  IL/SHELBY
 KB0459  USGS QUAD   -  MIDDLESWORTH (1981)
 KB0459
 KB0459                         *CURRENT SURVEY CONTROL
 KB0459  ___________________________________________________________________
 KB0459* NAD 83(1986)-  39 24 30.     (N)    088 43 58.     (W)     SCALED    
 KB0459* NAVD 88     -       210.305  (meters)     689.98   (feet)  ADJUSTED  
 KB0459  ___________________________________________________________________
 KB0459  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB0459  DYNAMIC HT  -         210.184 (meters)     689.58  (feet)  COMP
 KB0459  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 KB0459
 KB0459  VERT ORDER  -  SECOND    CLASS 0
 KB0459
 KB0459.The horizontal coordinates were scaled from a topographic map and have
 KB0459.an estimated accuracy of +/- 6 seconds.
 KB0459
 KB0459.The orthometric height was determined by differential leveling
 KB0459.and adjusted by the National Geodetic Survey in June 1991..
 KB0459
 KB0459.The geoid height was determined by GEOID03.
 KB0459
 KB0459.The dynamic height is computed by dividing the NAVD 88
 KB0459.geopotential number by the normal gravity value computed on the
 KB0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0459.degrees latitude (g = 980.6199 gals.).
 KB0459
 KB0459.The modeled gravity was interpolated from observed gravity values.
 KB0459
 KB0459;                    North         East    Units  Estimated Accuracy
 KB0459;SPC IL E     -   304,390.      265,600.      MT  (+/- 180 meters Scaled)
 KB0459
 KB0459                          SUPERSEDED SURVEY CONTROL
 KB0459
 KB0459  NGVD 29 (??/??/92)  210.385  (m)          690.24   (f) ADJ UNCH    2 0
 KB0459
 KB0459.Superseded values are not recommended for survey control.
 KB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0459.See file dsdata.txt to determine how the superseded data were derived.
 KB0459
 KB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ508635(NAD 83)
 KB0459_MARKER: P = PIPE CAP
 KB0459_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0459_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0459
 KB0459  HISTORY     - Date     Condition        Report By
 KB0459  HISTORY     - UNK      MONUMENTED       CGS
 KB0459  HISTORY     - 1935     GOOD             NGS
 KB0459  HISTORY     - 1973     MARK NOT FOUND   ILDT
 KB0459  HISTORY     - 20041118 MARK NOT FOUND   ILDT
 KB0459
 KB0459                          STATION DESCRIPTION
 KB0459
 KB0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0459'1 MI W FROM MIDDLESWORTH.
 KB0459'1.0 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KB0459'ST. LOUIS RAILWAY FROM THE STATION AT MIDDLESWORTH, SHELBY
 KB0459'COUNTY, AT MILEPOST 148, 10 FEET EAST OF A ROAD CROSSING, 40
 KB0459'FEET NORTH OF THE TRACK, AND AT A FENCE CORNER.  A UNITED STATES
 KB0459'GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2
 KB0459'INCH IRON PIPE.
 KB0459
 KB0459                          STATION RECOVERY (1973)
 KB0459
 KB0459'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0459'MARK NOT FOUND.
 KB0459
 KB0459                          STATION RECOVERY (2004)
 KB0459
 KB0459'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1211 ***********************************************************************
 LC1211  DESIGNATION -  2
 LC1211  PID         -  LC1211
 LC1211  STATE/COUNTY-  IL/TAZEWELL
 LC1211  USGS QUAD   -  SOUTH PEKIN (1979)
 LC1211
 LC1211                         *CURRENT SURVEY CONTROL
 LC1211  ___________________________________________________________________
 LC1211* NAD 83(1986)-  40 26 49.     (N)    089 39 04.     (W)     SCALED    
 LC1211* NAVD 88     -       149.190  (meters)     489.47   (feet)  ADJUSTED  
 LC1211  ___________________________________________________________________
 LC1211  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LC1211  DYNAMIC HT  -         149.118 (meters)     489.23  (feet)  COMP
 LC1211  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 LC1211
 LC1211  VERT ORDER  -  SECOND    CLASS 0
 LC1211
 LC1211.The horizontal coordinates were scaled from a topographic map and have
 LC1211.an estimated accuracy of +/- 6 seconds.
 LC1211
 LC1211.The orthometric height was determined by differential leveling
 LC1211.and adjusted by the National Geodetic Survey in June 1991..
 LC1211
 LC1211.The geoid height was determined by GEOID03.
 LC1211
 LC1211.The dynamic height is computed by dividing the NAVD 88
 LC1211.geopotential number by the normal gravity value computed on the
 LC1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1211.degrees latitude (g = 980.6199 gals.).
 LC1211
 LC1211.The modeled gravity was interpolated from observed gravity values.
 LC1211
 LC1211;                    North         East    Units  Estimated Accuracy
 LC1211;SPC IL W     -   419,740.      743,730.      MT  (+/- 180 meters Scaled)
 LC1211
 LC1211                          SUPERSEDED SURVEY CONTROL
 LC1211
 LC1211  NGVD 29 (??/??/92)  149.305  (m)          489.84   (f) ADJ UNCH    2 0
 LC1211
 LC1211.Superseded values are not recommended for survey control.
 LC1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1211.See file dsdata.txt to determine how the superseded data were derived.
 LC1211
 LC1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK751807(NAD 83)
 LC1211_MARKER: Z = SEE DESCRIPTION
 LC1211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1211_SP_SET: BRIDGE
 LC1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1211
 LC1211  HISTORY     - Date     Condition        Report By
 LC1211  HISTORY     - UNK      MONUMENTED       USGS
 LC1211  HISTORY     - 1954     GOOD             NGS
 LC1211  HISTORY     - 1977     POOR             LOCSUR
 LC1211
 LC1211                          STATION DESCRIPTION
 LC1211
 LC1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1211'3 MI N FROM GREEN VALLEY.
 LC1211'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE
 LC1211'AT GREEN VALLEY, ABOUT 90 YARDS EAST OF HIGHWAY BRIDGE OVER
 LC1211'MACKINAW RIVER, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, IN
 LC1211'THE TOP OF THE SOUTHWEST CORNER OF WEST END OF NORTH CONCRETE
 LC1211'ABUTMENT OF STEEL SPAN OF RAILROAD BRIDGE OVER MACKINAW RIVER,
 LC1211'10 1/2 FEET WEST OF WEST RAIL AND ABOUT 7 1/2 FEET BELOW LEVEL
 LC1211'OF TRACK.
 LC1211
 LC1211                          STATION RECOVERY (1977)
 LC1211
 LC1211'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LC1211'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0859 ***********************************************************************
 HB0859  DESIGNATION -  2 B
 HB0859  PID         -  HB0859
 HB0859  STATE/COUNTY-  IL/ALEXANDER
 HB0859  USGS QUAD   -  CAIRO (1993)
 HB0859
 HB0859                         *CURRENT SURVEY CONTROL
 HB0859  ___________________________________________________________________
 HB0859* NAD 83(1986)-  37 00 14.     (N)    089 10 27.     (W)     SCALED    
 HB0859* NAVD 88     -        95.577  (meters)     313.57   (feet)  ADJUSTED  
 HB0859  ___________________________________________________________________
 HB0859  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0859  DYNAMIC HT  -          95.507 (meters)     313.34  (feet)  COMP
 HB0859  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 HB0859
 HB0859  VERT ORDER  -  FIRST     CLASS I
 HB0859
 HB0859.The horizontal coordinates were scaled from a topographic map and have
 HB0859.an estimated accuracy of +/- 6 seconds.
 HB0859
 HB0859.The orthometric height was determined by differential leveling
 HB0859.and adjusted by the National Geodetic Survey in June 1991..
 HB0859.WARNING-Repeat measurements at this control monument indicate possible
 HB0859.vertical movement.
 HB0859
 HB0859.The geoid height was determined by GEOID03.
 HB0859
 HB0859.The dynamic height is computed by dividing the NAVD 88
 HB0859.geopotential number by the normal gravity value computed on the
 HB0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0859.degrees latitude (g = 980.6199 gals.).
 HB0859
 HB0859.The modeled gravity was interpolated from observed gravity values.
 HB0859
 HB0859;                    North         East    Units  Estimated Accuracy
 HB0859;SPC IL W     -    37,880.      788,340.      MT  (+/- 180 meters Scaled)
 HB0859
 HB0859                          SUPERSEDED SURVEY CONTROL
 HB0859
 HB0859  NGVD 29 (??/??/??)   95.459  (m)          313.19   (f) ADJUSTED    1 1
 HB0859
 HB0859.Superseded values are not recommended for survey control.
 HB0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0859.See file dsdata.txt to determine how the superseded data were derived.
 HB0859
 HB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF065975(NAD 83)
 HB0859_MARKER: DD = SURVEY DISK
 HB0859_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0859_SP_SET: USE PIPE CAP 3.5 INCH IRON PIP
 HB0859_STAMPING: BM 2 B
 HB0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0859+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 HB0859
 HB0859  HISTORY     - Date     Condition        Report By
 HB0859  HISTORY     - UNK      MONUMENTED       DOD
 HB0859  HISTORY     - 1976     GOOD             NGS
 HB0859  HISTORY     - 20020830 GOOD             USACE
 HB0859
 HB0859                          STATION DESCRIPTION
 HB0859
 HB0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB0859'IN CAIRO.
 HB0859'103 YARDS NW OF THE WEST CORNER OF THE POST OFFICE AND COURTHOUSE
 HB0859'AT CAIRO, 54.5 FT SW OF THE CENTER OF THE MEDIAN OF US HIGHWAY 51
 HB0859'(ALSO WASHINGTON AVENUE) 33 FEET SE OF THE CENTERLINE OF 17 TH
 HB0859'STREET, 79.5 FT NORTH OF THE NORTH CORNER OF THE CAIRO PUBLIC
 HB0859'LIBRARY BUILDING, 19 FT WEST  OF A 35 INCH ELM TREE , 6.4 FT SW
 HB0859'OF THE SW EDGE OF A CONCRETE SIDEWALK
 HB0859
 HB0859                          STATION RECOVERY (2002)
 HB0859
 HB0859'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8125 ***********************************************************************
 DG8125  DESIGNATION -  2 DLS 1970
 DG8125  PID         -  DG8125
 DG8125  STATE/COUNTY-  IL/MASON
 DG8125  USGS QUAD   -  BIGGS (1971)
 DG8125
 DG8125                         *CURRENT SURVEY CONTROL
 DG8125  ___________________________________________________________________
 DG8125* NAD 83(1997)-  40 14 34.70258(N)    089 57 10.27670(W)     ADJUSTED  
 DG8125* NAVD 88     -       151.5    (meters)     497.     (feet)  GPS OBS   
 DG8125  ___________________________________________________________________
 DG8125  X           -       4,011.693 (meters)                     COMP
 DG8125  Y           -  -4,875,410.963 (meters)                     COMP
 DG8125  Z           -   4,098,692.462 (meters)                     COMP
 DG8125  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DG8125  ELLIP HEIGHT-         118.61  (meters)          (02/03/05) GPS OBS
 DG8125  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DG8125
 DG8125  HORZ ORDER  -  FIRST
 DG8125  ELLP ORDER  -  FOURTH    CLASS II
 DG8125
 DG8125.The horizontal coordinates were established by GPS observations
 DG8125.and adjusted by the National Geodetic Survey in December 2004..
 DG8125
 DG8125.The orthometric height was determined by GPS observations and a
 DG8125.high-resolution geoid model.
 DG8125
 DG8125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8125
 DG8125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8125
 DG8125.The ellipsoidal height was determined by GPS observations
 DG8125.and is referenced to NAD 83.
 DG8125
 DG8125.The geoid height was determined by GEOID03.
 DG8125
 DG8125;                    North         East     Units Scale Factor Converg.
 DG8125;SPC IL W     -   396,987.118   718,192.293   MT  0.99994525   +0 08 17.3
 DG8125;SPC IL W     - 1,302,448.57  2,356,269.21   sFT  0.99994525   +0 08 17.3
 DG8125;UTM  16      - 4,458,908.843   248,822.261   MT  1.00037671   -1 54 31.1
 DG8125;UTM  15      - 4,459,180.441   759,199.603   MT  1.00042712   +1 58 10.7
 DG8125
 DG8125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8125!SPC IL W     -   0.99998139  x   0.99994525  =   0.99992664
 DG8125!UTM  16      -   0.99998139  x   1.00037671  =   1.00035810
 DG8125!UTM  15      -   0.99998139  x   1.00042712  =   1.00040851
 DG8125
 DG8125                          SUPERSEDED SURVEY CONTROL
 DG8125
 DG8125  ELLIP H (12/06/04)  118.62   (m)                       GP(       ) 4 1
 DG8125
 DG8125.Superseded values are not recommended for survey control.
 DG8125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8125.See file dsdata.txt to determine how the superseded data were derived.
 DG8125
 DG8125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK4882258909(NAD 83)
 DG8125_MARKER: DD = SURVEY DISK
 DG8125_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG8125+WITH SETTING: INFORMATION.
 DG8125_STAMPING: 2 DLS 1970
 DG8125_MARK LOGO: USGS  
 DG8125_PROJECTION: FLUSH
 DG8125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8125+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DG8125_ROD/PIPE-DEPTH: 1    meters
 DG8125_SLEEVE-DEPTH  :  0.3 meters
 DG8125
 DG8125  HISTORY     - Date     Condition        Report By
 DG8125  HISTORY     - 1970     MONUMENTED       USGS
 DG8125  HISTORY     - 20040517 GOOD             ILDT
 DG8125
 DG8125                          STATION DESCRIPTION
 DG8125
 DG8125'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (CLW)
 DG8125'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION MAY 2004 4.0
 DG8125'MILES SOUTHEAST OF HAVANA.  TO REACH FROM THE SOUTHWEST SIDE OF
 DG8125'EASTON, ( JCT. OF S.  4TH ST./PARK ST.(1200N)), HEAD WEST ALONG TR
 DG8125'1200N 5.0 MILES, THENCE NORTH ALONG TR 2200E  0.76 MILES, THENCE WEST
 DG8125'ALONG TR 1280N (KREILING RD.) 0.56 MILES TO STATION ON RIGHT.  34.6
 DG8125'FT.  NORTH OF THE NORTH EDGE OF 1280N, 12.0 FT. WEST OF THE CENTERLINE
 DG8125'OF A PRIVATE ENTRANCE,  1.5 FT. EAST OF A POWER POLE, 62.0 FT NORTH OF
 DG8125'A POWER POLE.  BRASS DISC IN CONCRETE BURIED  3 IN. STATION IS NEAR
 DG8125'THE CENTER OF SECTION 25 T21N, R8W, 3RD P.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1161 ***********************************************************************
 JC1161  DESIGNATION -  2 LOCK 27 RM
 JC1161  PID         -  JC1161
 JC1161  STATE/COUNTY-  IL/MADISON
 JC1161  USGS QUAD   -  GRANITE CITY (1998)
 JC1161
 JC1161                         *CURRENT SURVEY CONTROL
 JC1161  ___________________________________________________________________
 JC1161* NAD 83(1986)-  38 42 05.     (N)    090 10 51.     (W)     SCALED    
 JC1161* NAVD 88     -       131.538  (meters)     431.55   (feet)  ADJUSTED  
 JC1161  ___________________________________________________________________
 JC1161  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC1161  DYNAMIC HT  -         131.455 (meters)     431.28  (feet)  COMP
 JC1161  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JC1161
 JC1161  VERT ORDER  -  FIRST     CLASS II
 JC1161
 JC1161.The horizontal coordinates were scaled from a topographic map and have
 JC1161.an estimated accuracy of +/- 6 seconds.
 JC1161
 JC1161.The orthometric height was determined by differential leveling
 JC1161.and adjusted by the National Geodetic Survey in June 1991..
 JC1161
 JC1161.The geoid height was determined by GEOID03.
 JC1161
 JC1161.The dynamic height is computed by dividing the NAVD 88
 JC1161.geopotential number by the normal gravity value computed on the
 JC1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1161.degrees latitude (g = 980.6199 gals.).
 JC1161
 JC1161.The modeled gravity was interpolated from observed gravity values.
 JC1161
 JC1161;                    North         East    Units  Estimated Accuracy
 JC1161;SPC IL W     -   225,820.      698,770.      MT  (+/- 180 meters Scaled)
 JC1161
 JC1161                          SUPERSEDED SURVEY CONTROL
 JC1161
 JC1161  NGVD 29 (??/??/??)  131.504  (m)          431.44   (f) ADJUSTED    1 2
 JC1161
 JC1161.Superseded values are not recommended for survey control.
 JC1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1161.See file dsdata.txt to determine how the superseded data were derived.
 JC1161
 JC1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC451874(NAD 83)
 JC1161_MARKER: DD = SURVEY DISK
 JC1161_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JC1161_SP_SET: MASSIVE CONCRETE
 JC1161_STAMPING: RM 2
 JC1161_MARK LOGO: USE   
 JC1161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1161+STABILITY: POSITION/ELEVATION WELL
 JC1161
 JC1161  HISTORY     - Date     Condition        Report By
 JC1161  HISTORY     - UNK      MONUMENTED       DOD
 JC1161  HISTORY     - 1981     GOOD             NGS
 JC1161
 JC1161                          STATION DESCRIPTION
 JC1161
 JC1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1161'IN GRANITE CITY.
 JC1161'IN GRANITE CITY, AT THE U.S. ARMY CORPS OF ENGINEERS LOCK NUMBER 27,
 JC1161'IN TOP OF THE SOUTHEAST WALL OF THE SOUTHEAST ONE OF TWO LOCKS,
 JC1161'BETWEEN THE TWO CONTROL ROOMS, 0.95 METERS (3.1 FEET) SOUTHEAST OF THE
 JC1161'NORTHWEST EDGE OF THE WALL, 15.70 METERS (51.5 FEET) SOUTHWEST OF THE
 JC1161'FIFTH METAL LIGHT POLE SOUTHWEST OF THE NORTHEAST CONTROL ROOM.
 JC1161'THE MARK IS ABOVE LEVEL WITH TOP OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0315 ***********************************************************************
 MG0315  DESIGNATION -  20
 MG0315  PID         -  MG0315
 MG0315  STATE/COUNTY-  IL/MERCER
 MG0315  USGS QUAD   -  KEITHSBURG (1982)
 MG0315
 MG0315                         *CURRENT SURVEY CONTROL
 MG0315  ___________________________________________________________________
 MG0315* NAD 83(1986)-  41 06 00.     (N)    090 55 57.     (W)     SCALED    
 MG0315* NAVD 88     -       167.377  (meters)     549.14   (feet)  ADJUSTED  
 MG0315  ___________________________________________________________________
 MG0315  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0315  DYNAMIC HT  -         167.306 (meters)     548.90  (feet)  COMP
 MG0315  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 MG0315
 MG0315  VERT ORDER  -  SECOND    CLASS 0
 MG0315
 MG0315.The horizontal coordinates were scaled from a topographic map and have
 MG0315.an estimated accuracy of +/- 6 seconds.
 MG0315
 MG0315.The orthometric height was determined by differential leveling
 MG0315.and adjusted by the National Geodetic Survey in June 1991..
 MG0315
 MG0315.The geoid height was determined by GEOID03.
 MG0315
 MG0315.The dynamic height is computed by dividing the NAVD 88
 MG0315.geopotential number by the normal gravity value computed on the
 MG0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0315.degrees latitude (g = 980.6199 gals.).
 MG0315
 MG0315.The modeled gravity was interpolated from observed gravity values.
 MG0315
 MG0315;                    North         East    Units  Estimated Accuracy
 MG0315;SPC IL W     -   492,410.      635,670.      MT  (+/- 180 meters Scaled)
 MG0315
 MG0315                          SUPERSEDED SURVEY CONTROL
 MG0315
 MG0315  NGVD 29 (??/??/92)  167.442  (m)          549.35   (f) ADJ UNCH    2 0
 MG0315
 MG0315.Superseded values are not recommended for survey control.
 MG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0315.See file dsdata.txt to determine how the superseded data were derived.
 MG0315
 MG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF736519(NAD 83)
 MG0315_MARKER: B = BOLT
 MG0315_SETTING: 66 = SET IN ROCK OUTCROP
 MG0315_SP_SET: STONE CUT
 MG0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MG0315+STABILITY: POSITION/ELEVATION WELL
 MG0315
 MG0315  HISTORY     - Date     Condition        Report By
 MG0315  HISTORY     - UNK      MONUMENTED       USE
 MG0315  HISTORY     - 1940     GOOD             NGS
 MG0315  HISTORY     - 1978     MARK NOT FOUND   USGS
 MG0315  HISTORY     - 19950516 POOR             USPSQD
 MG0315  HISTORY     - 19971022 MARK NOT FOUND   USPSQD
 MG0315
 MG0315                          STATION DESCRIPTION
 MG0315
 MG0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0315'AT KEITHSBURG.
 MG0315'AT KEITHSBURG, MERCER COUNTY, AT THE NORTHWEST CORNER OF THE
 MG0315'INTERSECTION OF MAIN AND FIFTH STREETS, ON THE SOUTH SIDE OF A
 MG0315'BRICK BUILDING (KNOWN AS THE KEITHSBURG HOTEL IN 1935), IN THE
 MG0315'SOUTHWEST CORNER OF THE STONE SLAB AT THE ENTRANCE, 2.5 FEET
 MG0315'WEST OF THE CENTER OF THE DOORWAY, AND 4 FEET ABOVE THE LEVEL OF
 MG0315'THE SIDEWALK.  THE TOP OF A COPPER BOLT LEADED VERTICALLY AND
 MG0315'SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE.
 MG0315
 MG0315                          STATION RECOVERY (1978)
 MG0315
 MG0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MG0315'MARK NOT FOUND.
 MG0315
 MG0315                          STATION RECOVERY (1995)
 MG0315
 MG0315'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0315'MARK RECOVERED IN POOR CONDITION.
 MG0315
 MG0315                          STATION RECOVERY (1997)
 MG0315
 MG0315'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0013 ***********************************************************************
 MF0013  DESIGNATION -  20 A USGS
 MF0013  PID         -  MF0013
 MF0013  STATE/COUNTY-  IL/KANE
 MF0013  USGS QUAD   -  GENEVA (1993)
 MF0013
 MF0013                         *CURRENT SURVEY CONTROL
 MF0013  ___________________________________________________________________
 MF0013* NAD 83(1986)-  41 53 10.     (N)    088 18 35.     (W)     SCALED    
 MF0013* NAVD 88     -       218.386  (meters)     716.49   (feet)  ADJUSTED  
 MF0013  ___________________________________________________________________
 MF0013  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF0013  DYNAMIC HT  -         218.312 (meters)     716.25  (feet)  COMP
 MF0013  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 MF0013
 MF0013  VERT ORDER  -  SECOND    CLASS 0
 MF0013
 MF0013.The horizontal coordinates were scaled from a topographic map and have
 MF0013.an estimated accuracy of +/- 6 seconds.
 MF0013
 MF0013.The orthometric height was determined by differential leveling
 MF0013.and adjusted by the National Geodetic Survey in June 1991..
 MF0013
 MF0013.The geoid height was determined by GEOID03.
 MF0013
 MF0013.The dynamic height is computed by dividing the NAVD 88
 MF0013.geopotential number by the normal gravity value computed on the
 MF0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0013.degrees latitude (g = 980.6199 gals.).
 MF0013
 MF0013.The modeled gravity was interpolated from observed gravity values.
 MF0013
 MF0013;                    North         East    Units  Estimated Accuracy
 MF0013;SPC IL E     -   579,450.      301,960.      MT  (+/- 180 meters Scaled)
 MF0013
 MF0013                          SUPERSEDED SURVEY CONTROL
 MF0013
 MF0013  NGVD 29 (??/??/92)  218.457  (m)          716.72   (f) ADJ UNCH    2 0
 MF0013
 MF0013.Superseded values are not recommended for survey control.
 MF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0013.See file dsdata.txt to determine how the superseded data were derived.
 MF0013
 MF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM913379(NAD 83)
 MF0013_MARKER: DD = SURVEY DISK
 MF0013_SETTING: 66 = SET IN ROCK OUTCROP
 MF0013_SP_SET: LIMESTONE
 MF0013_STAMPING: ILL 20 A 1926
 MF0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF0013+STABILITY: POSITION/ELEVATION WELL
 MF0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0013+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 MF0013
 MF0013  HISTORY     - Date     Condition        Report By
 MF0013  HISTORY     - 1926     MONUMENTED       USGS
 MF0013  HISTORY     - 1934     GOOD             NGS
 MF0013  HISTORY     - 1988     GOOD             USPSQD
 MF0013  HISTORY     - 1989     GOOD             USPSQD
 MF0013  HISTORY     - 19971101 GOOD             USPSQD
 MF0013  HISTORY     - 19980425 GOOD             USPSQD
 MF0013  HISTORY     - 20020803 GOOD             INDIV
 MF0013
 MF0013                          STATION DESCRIPTION
 MF0013
 MF0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF0013'AT GENEVA.
 MF0013'AT GENEVA, KANE COUNTY, AT THE SOUTHEAST CORNER OF THE CITY HALL,
 MF0013'IN THE LIMESTONE PARAPET, 36 FEET SOUTH OF THE CENTER OF THE FRONT
 MF0013'ENTRANCE, AND ABOUT 2 FEET ABOVE THE GROUND.  A UNITED STATES
 MF0013'GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILL. 20 A 1926 AND SET
 MF0013'VERTICALLY.
 MF0013
 MF0013                          STATION RECOVERY (1988)
 MF0013
 MF0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGH)
 MF0013'RECOVERED IN GOOD CONDITION.
 MF0013
 MF0013                          STATION RECOVERY (1989)
 MF0013
 MF0013'RECOVERY NOTE BY US POWER SQUADRON 1989 (EW)
 MF0013'RECOVERED IN GOOD CONDITION.
 MF0013
 MF0013                          STATION RECOVERY (1997)
 MF0013
 MF0013'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0013'RECOVERED IN GOOD CONDITION.
 MF0013
 MF0013                          STATION RECOVERY (1998)
 MF0013
 MF0013'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0013'RECOVERED IN GOOD CONDITION.
 MF0013
 MF0013                          STATION RECOVERY (2002)
 MF0013
 MF0013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MDB)
 MF0013'LOCATED AT THE SOUTH EAST CORNER ON THE SOUTH SIDE OF THE CITY HALL
 MF0013'BUILDING, AT THE CORNER OF FIRST ST AND JAMES ST, 1 BLOCK SOUTH OF IL
 MF0013'RT 38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1187 ***********************************************************************
 MF1187  DESIGNATION -  20 S
 MF1187  PID         -  MF1187
 MF1187  STATE/COUNTY-  IL/WHITESIDE
 MF1187  USGS QUAD   -  STERLING (1983)
 MF1187
 MF1187                         *CURRENT SURVEY CONTROL
 MF1187  ___________________________________________________________________
 MF1187* NAD 83(1986)-  41 46 49.     (N)    089 42 20.     (W)     SCALED    
 MF1187* NAVD 88     -       195.204  (meters)     640.43   (feet)  ADJUSTED  
 MF1187  ___________________________________________________________________
 MF1187  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1187  DYNAMIC HT  -         195.135 (meters)     640.21  (feet)  COMP
 MF1187  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 MF1187
 MF1187  VERT ORDER  -  SECOND    CLASS 0
 MF1187
 MF1187.The horizontal coordinates were scaled from a topographic map and have
 MF1187.an estimated accuracy of +/- 6 seconds.
 MF1187
 MF1187.The orthometric height was determined by differential leveling
 MF1187.and adjusted by the National Geodetic Survey in June 1991..
 MF1187
 MF1187.The geoid height was determined by GEOID03.
 MF1187
 MF1187.The dynamic height is computed by dividing the NAVD 88
 MF1187.geopotential number by the normal gravity value computed on the
 MF1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1187.degrees latitude (g = 980.6199 gals.).
 MF1187
 MF1187.The modeled gravity was interpolated from observed gravity values.
 MF1187
 MF1187;                    North         East    Units  Estimated Accuracy
 MF1187;SPC IL W     -   567,780.      738,330.      MT  (+/- 180 meters Scaled)
 MF1187
 MF1187                          SUPERSEDED SURVEY CONTROL
 MF1187
 MF1187  NGVD 29 (??/??/92)  195.262  (m)          640.62   (f) ADJ UNCH    2 0
 MF1187
 MF1187.Superseded values are not recommended for survey control.
 MF1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1187.See file dsdata.txt to determine how the superseded data were derived.
 MF1187
 MF1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM751289(NAD 83)
 MF1187_MARKER: DD = SURVEY DISK
 MF1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1187_SP_SET: ABUTMENT
 MF1187_STAMPING: 20 S 1927
 MF1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1187
 MF1187  HISTORY     - Date     Condition        Report By
 MF1187  HISTORY     - 1927     MONUMENTED       USGS
 MF1187  HISTORY     - 1934     GOOD             NGS
 MF1187  HISTORY     - 1981     MARK NOT FOUND   USGS
 MF1187  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 MF1187  HISTORY     - 19990505 MARK NOT FOUND   USPSQD
 MF1187  HISTORY     - 20030312 MARK NOT FOUND   USPSQD
 MF1187  HISTORY     - 20050321 MARK NOT FOUND   USPSQD
 MF1187
 MF1187                          STATION DESCRIPTION
 MF1187
 MF1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF1187'AT ROCK FALLS.
 MF1187'AT ROCK FALLS, WHITESIDE COUNTY, AT THE AVENUE G BRIDGE OVER ROCK
 MF1187'RIVER, AND IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT.  A
 MF1187'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 20 S 1927.
 MF1187
 MF1187                          STATION RECOVERY (1981)
 MF1187
 MF1187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MF1187'MARK NOT FOUND.
 MF1187
 MF1187                          STATION RECOVERY (1994)
 MF1187
 MF1187'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1187'MARK NOT FOUND.
 MF1187
 MF1187                          STATION RECOVERY (1999)
 MF1187
 MF1187'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1187'MARK NOT FOUND.
 MF1187
 MF1187                          STATION RECOVERY (2003)
 MF1187
 MF1187'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MF1187'MARK NOT FOUND.
 MF1187
 MF1187                          STATION RECOVERY (2005)
 MF1187
 MF1187'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1788 ***********************************************************************
 ME1788  DESIGNATION -  208
 ME1788  PID         -  ME1788
 ME1788  STATE/COUNTY-  IL/COOK
 ME1788  USGS QUAD   -  BERWYN (1993)
 ME1788
 ME1788                         *CURRENT SURVEY CONTROL
 ME1788  ___________________________________________________________________
 ME1788* NAD 83(1997)-  41 47 34.28126(N)    087 45 40.16320(W)     ADJUSTED  
 ME1788* NAVD 88     -       184.270  (meters)     604.56   (feet)  ADJUSTED  
 ME1788  ___________________________________________________________________
 ME1788  X           -     186,047.298 (meters)                     COMP
 ME1788  Y           -  -4,758,840.348 (meters)                     COMP
 ME1788  Z           -   4,228,578.513 (meters)                     COMP
 ME1788  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME1788  ELLIP HEIGHT-         150.90  (meters)          (06/15/04) GPS OBS
 ME1788  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1788  DYNAMIC HT  -         184.206 (meters)     604.35  (feet)  COMP
 ME1788  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 ME1788
 ME1788  HORZ ORDER  -  FIRST
 ME1788  VERT ORDER  -  FIRST     CLASS II
 ME1788  ELLP ORDER  -  FOURTH    CLASS I
 ME1788
 ME1788.This mark is at Chicago Midway Airport (MDW)
 ME1788
 ME1788.The horizontal coordinates were established by GPS observations
 ME1788.and adjusted by the National Geodetic Survey in November 2002..
 ME1788
 ME1788.The orthometric height was determined by differential leveling
 ME1788.and adjusted by the National Geodetic Survey in June 1991..
 ME1788
 ME1788.Photographs are available for this station.
 ME1788
 ME1788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1788
 ME1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1788
 ME1788.The ellipsoidal height was determined by GPS observations
 ME1788.and is referenced to NAD 83.
 ME1788
 ME1788.The geoid height was determined by GEOID03.
 ME1788
 ME1788.The dynamic height is computed by dividing the NAVD 88
 ME1788.geopotential number by the normal gravity value computed on the
 ME1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1788.degrees latitude (g = 980.6199 gals.).
 ME1788
 ME1788.The modeled gravity was interpolated from observed gravity values.
 ME1788
 ME1788;                    North         East     Units Scale Factor Converg.
 ME1788;SPC IL E     -   569,253.684   347,557.625   MT  1.00000282   +0 22 52.8
 ME1788;SPC IL E     - 1,867,626.46  1,140,278.64   sFT  1.00000282   +0 22 52.8
 ME1788;UTM  16      - 4,627,057.630   436,758.595   MT  0.99964921   -0 30 26.2
 ME1788
 ME1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1788!SPC IL E     -   0.99997633  x   1.00000282  =   0.99997915
 ME1788!UTM  16      -   0.99997633  x   0.99964921  =   0.99962555
 ME1788
 ME1788                          SUPERSEDED SURVEY CONTROL
 ME1788
 ME1788  ELLIP H (11/27/02)  150.89   (m)                       GP(       ) 4 1
 ME1788  NAD 83(1997)-  41 47 34.28109(N)    087 45 40.16365(W) AD(       ) 1
 ME1788  NAD 83(1997)-  41 47 34.28204(N)    087 45 40.16117(W) AD(       ) 2
 ME1788  NAD 83(1997)-  41 47 34.28216(N)    087 45 40.16153(W) AD(       ) 2
 ME1788  NAD 83(1997)-  41 47 34.28523(N)    087 45 40.17128(W) AD(       ) 2
 ME1788  NAD 83(1986)-  41 47 34.28589(N)    087 45 40.17090(W) AD(       ) 2
 ME1788  NAD 27      -  41 47 34.16991(N)    087 45 39.97378(W) AD(       ) 2
 ME1788  NAVD 88 (03/18/02)  184.27   (m)          604.6    (f) LEVELING    3  
 ME1788  NGVD 29 (??/??/92)  184.355  (m)          604.84   (f) ADJ UNCH    1 2
 ME1788
 ME1788.Superseded values are not recommended for survey control.
 ME1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1788.See file dsdata.txt to determine how the superseded data were derived.
 ME1788
 ME1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3675927058(NAD 83)
 ME1788_MARKER: B = BOLT
 ME1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1788_PROJECTION: RECESSED 8 CENTIMETERS
 ME1788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1788+STABILITY: SURFACE MOTION
 ME1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1788+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 ME1788
 ME1788  HISTORY     - Date     Condition        Report By
 ME1788  HISTORY     - UNK      MONUMENTED       IL1670
 ME1788  HISTORY     - 1947     GOOD             NGS
 ME1788  HISTORY     - 1968     GOOD             IL1670
 ME1788  HISTORY     - 1977     GOOD             NGS
 ME1788  HISTORY     - 1987     GOOD             USPSQD
 ME1788  HISTORY     - 1989     GOOD             USPSQD
 ME1788  HISTORY     - 20000501 GOOD             WOOLPT
 ME1788  HISTORY     - 20010410 GOOD             JCLS
 ME1788  HISTORY     - 20010418 GOOD             JCLS
 ME1788
 ME1788                          STATION DESCRIPTION
 ME1788
 ME1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1788'AT CHICAGO.
 ME1788'AT THE CHICAGO MUNICIPAL AIRPORT, ALONG THE NORTHSIDE OF THE
 ME1788'AIRPORT, ABOUT 1 BLOCK EAST OF THE INTERSECTION OF SOUTH CENTRAL
 ME1788'AVENUE AND WEST 55TH STREET, IN THE NORTHWEST ANGLE OF SOUTH
 ME1788'LUNA AND WEST 55TH STREET, 68 FEET SOUTHEAST OF THE SOUTHEAST
 ME1788'CORNER OF THE HOUSE AT 5452 SOUTH LUNA AVENUE, 38 FEET NORTH OF
 ME1788'THE CENTER LINE OF WEST 55TH STREET, 18 FEET WEST OF THE CENTER
 ME1788'LINE OF SOUTH LUNA AVENUE, 3.8 FEET NORTHWEST OF A FIRE PLUG,
 ME1788'AND SET IN THE TOP OF A CONCRETE POST COVERED WITH AN 8-INCH
 ME1788'SQUARE IRON BOX PROJECTING 7 INCHES.
 ME1788
 ME1788                          STATION RECOVERY (1968)
 ME1788
 ME1788'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1968
 ME1788'RECOVERED IN GOOD CONDITION.
 ME1788
 ME1788                          STATION RECOVERY (1977)
 ME1788
 ME1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1788'RECOVERED IN GOOD CONDITION.
 ME1788
 ME1788                          STATION RECOVERY (1987)
 ME1788
 ME1788'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1788'RECOVERED IN GOOD CONDITION.
 ME1788
 ME1788                          STATION RECOVERY (1989)
 ME1788
 ME1788'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1788'RECOVERED IN GOOD CONDITION.
 ME1788
 ME1788                          STATION RECOVERY (2000)
 ME1788
 ME1788'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (ARL)
 ME1788'RECOVERED AS DESCRIBED.
 ME1788' 
 ME1788' 
 ME1788'
 ME1788
 ME1788                          STATION RECOVERY (2001)
 ME1788
 ME1788'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 ME1788'RECOVERED IN GOOD CONDITION.
 ME1788
 ME1788                          STATION RECOVERY (2001)
 ME1788
 ME1788'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 ME1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0314 ***********************************************************************
 MG0314  DESIGNATION -  21
 MG0314  PID         -  MG0314
 MG0314  STATE/COUNTY-  IL/MERCER
 MG0314  USGS QUAD   -  JOY (1991)
 MG0314
 MG0314                         *CURRENT SURVEY CONTROL
 MG0314  ___________________________________________________________________
 MG0314* NAD 83(1986)-  41 10 45.     (N)    090 57 46.     (W)     SCALED    
 MG0314* NAVD 88     -       168.99   (+/-2cm)     554.4    (feet)  VERTCON   
 MG0314  ___________________________________________________________________
 MG0314  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0314
 MG0314  VERT ORDER  -  ? (See Below)
 MG0314
 MG0314.The horizontal coordinates were scaled from a topographic map and have
 MG0314.an estimated accuracy of +/- 6 seconds.
 MG0314
 MG0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0314.The vertical order pertains to the NGVD 29 superseded value.
 MG0314
 MG0314.The geoid height was determined by GEOID03.
 MG0314
 MG0314;                    North         East    Units  Estimated Accuracy
 MG0314;SPC IL W     -   501,230.      633,200.      MT  (+/- 180 meters Scaled)
 MG0314
 MG0314                          SUPERSEDED SURVEY CONTROL
 MG0314
 MG0314  NGVD 29 (??/??/92)  169.056  (m)          554.64   (f) ADJ UNCH    ?  
 MG0314
 MG0314.Superseded values are not recommended for survey control.
 MG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0314.See file dsdata.txt to determine how the superseded data were derived.
 MG0314
 MG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF708606(NAD 83)
 MG0314_MARKER: B = BOLT
 MG0314_SETTING: 66 = SET IN ROCK OUTCROP
 MG0314_SP_SET: STONE CUT
 MG0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MG0314+STABILITY: POSITION/ELEVATION WELL
 MG0314
 MG0314  HISTORY     - Date     Condition        Report By
 MG0314  HISTORY     - UNK      MONUMENTED       USE
 MG0314  HISTORY     - 1940     GOOD             NGS
 MG0314  HISTORY     - 19950516 MARK NOT FOUND   USPSQD
 MG0314  HISTORY     - 19971022 MARK NOT FOUND   USPSQD
 MG0314
 MG0314                          STATION DESCRIPTION
 MG0314
 MG0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0314'2 MI E FROM NEW BOSTON.
 MG0314'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MG0314'FROM NEW BOSTON, MERCER COUNTY, 160 FEET EAST OF THE EAST END
 MG0314'OF THE TRESTLE APPROACH TO BRIDGE 49.09 OVER EDWARDS RIVER, AT
 MG0314'A RAILROAD WATER TANK, IN THE FOUNDATION AT THE WEST SIDE OF
 MG0314'THE TANK, IN THE FOURTH COURSE OF MASONRY FROM THE TOP, 20 FEET
 MG0314'NORTH OF THE CENTERLINE OF THE TRACK, AND 3-1/2-FEET ABOVE THE
 MG0314'LEVEL OF THE GROUND.  THE CENTER OF A COPPER BOLT SET HORIZONTALLY
 MG0314'AND SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE.
 MG0314
 MG0314                          STATION RECOVERY (1995)
 MG0314
 MG0314'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0314'MARK NOT FOUND.
 MG0314
 MG0314                          STATION RECOVERY (1997)
 MG0314
 MG0314'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0268 ***********************************************************************
 KC0268  DESIGNATION -  21 BOLT
 KC0268  PID         -  KC0268
 KC0268  STATE/COUNTY-  IL/MORGAN
 KC0268  USGS QUAD   -  MEREDOSIA (1980)
 KC0268
 KC0268                         *CURRENT SURVEY CONTROL
 KC0268  ___________________________________________________________________
 KC0268* NAD 83(1986)-  39 48 43.     (N)    090 30 33.     (W)     SCALED    
 KC0268* NAVD 88     -       147.674  (meters)     484.49   (feet)  ADJUSTED  
 KC0268  ___________________________________________________________________
 KC0268  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KC0268  DYNAMIC HT  -         147.594 (meters)     484.23  (feet)  COMP
 KC0268  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 KC0268
 KC0268  VERT ORDER  -  FIRST     CLASS II
 KC0268
 KC0268.The horizontal coordinates were scaled from a topographic map and have
 KC0268.an estimated accuracy of +/- 6 seconds.
 KC0268
 KC0268.The orthometric height was determined by differential leveling
 KC0268.and adjusted by the National Geodetic Survey in June 1991..
 KC0268
 KC0268.The geoid height was determined by GEOID03.
 KC0268
 KC0268.The dynamic height is computed by dividing the NAVD 88
 KC0268.geopotential number by the normal gravity value computed on the
 KC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0268.degrees latitude (g = 980.6199 gals.).
 KC0268
 KC0268.The modeled gravity was interpolated from observed gravity values.
 KC0268
 KC0268;                    North         East    Units  Estimated Accuracy
 KC0268;SPC IL W     -   349,170.      670,670.      MT  (+/- 180 meters Scaled)
 KC0268
 KC0268                          SUPERSEDED SURVEY CONTROL
 KC0268
 KC0268  NGVD 29 (??/??/92)  147.784  (m)          484.85   (f) ADJ UNCH    1 2
 KC0268
 KC0268.Superseded values are not recommended for survey control.
 KC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0268.See file dsdata.txt to determine how the superseded data were derived.
 KC0268
 KC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE132098(NAD 83)
 KC0268_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0268_STAMPING: ELEV 496.02 FT MEMPHIS DATUM
 KC0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0268
 KC0268  HISTORY     - Date     Condition        Report By
 KC0268  HISTORY     - UNK      MONUMENTED       DOD
 KC0268  HISTORY     - 1961     GOOD             NGS
 KC0268
 KC0268                          STATION DESCRIPTION
 KC0268
 KC0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0268'4.7 MI N FROM BLUFFS.
 KC0268'ABOUT 4.7 MILES NORTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0268'OF THE WABASH RAILROAD AT BLUFFS, 0.5 MILE SOUTH OF THE SOUTH
 KC0268'JUNCTION OF STATE HIGHWAY 104 AND STATE HIGHWAY 100, ON A
 KC0268'HILLSIDE COVERED WITH ROSE BUSHES, NEAR THE NORTHWEST CORNER OF A
 KC0268'SMALL CEMETERY, 184 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KC0268'84 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STEEL FENCE
 KC0268'AROUND THE BEAGLE FAMILY PLOT IN CEMETERY, 46 FEET NORTH OF A
 KC0268'30-INCH HICKORY TREE, 13 FEET NORTHEAST OF A HEDGE, ABOUT 80
 KC0268'YARDS NORTHEAST OF AN ABANDONED 2 FOOT CULVERT UNDER OLD
 KC0268'ABANDONED HIGHWAY, ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KC0268'A COPPER BOLT LEADED IN THE TOP OF A LIMESTONE SLAB 3 FEET
 KC0268'UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 KC0268'AN ILLINOIS RIVER SURVEY CAP STAMPED AS STATED ABOVE AND
 KC0268'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0267 ***********************************************************************
 KC0267  DESIGNATION -  21 CAP
 KC0267  PID         -  KC0267
 KC0267  STATE/COUNTY-  IL/MORGAN
 KC0267  USGS QUAD   -  MEREDOSIA (1980)
 KC0267
 KC0267                         *CURRENT SURVEY CONTROL
 KC0267  ___________________________________________________________________
 KC0267* NAD 83(1986)-  39 48 43.     (N)    090 30 33.     (W)     SCALED    
 KC0267* NAVD 88     -       148.881  (meters)     488.45   (feet)  ADJUSTED  
 KC0267  ___________________________________________________________________
 KC0267  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KC0267  DYNAMIC HT  -         148.800 (meters)     488.19  (feet)  COMP
 KC0267  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 KC0267
 KC0267  VERT ORDER  -  FIRST     CLASS II
 KC0267
 KC0267.The horizontal coordinates were scaled from a topographic map and have
 KC0267.an estimated accuracy of +/- 6 seconds.
 KC0267
 KC0267.The orthometric height was determined by differential leveling
 KC0267.and adjusted by the National Geodetic Survey in June 1991..
 KC0267.WARNING-Repeat measurements at this control monument indicate possible
 KC0267.vertical movement.
 KC0267
 KC0267.The geoid height was determined by GEOID03.
 KC0267
 KC0267.The dynamic height is computed by dividing the NAVD 88
 KC0267.geopotential number by the normal gravity value computed on the
 KC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0267.degrees latitude (g = 980.6199 gals.).
 KC0267
 KC0267.The modeled gravity was interpolated from observed gravity values.
 KC0267
 KC0267;                    North         East    Units  Estimated Accuracy
 KC0267;SPC IL W     -   349,170.      670,670.      MT  (+/- 180 meters Scaled)
 KC0267
 KC0267                          SUPERSEDED SURVEY CONTROL
 KC0267
 KC0267  NGVD 29 (??/??/92)  148.979  (m)          488.78   (f) ADJ UNCH    1 2
 KC0267
 KC0267.Superseded values are not recommended for survey control.
 KC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0267.See file dsdata.txt to determine how the superseded data were derived.
 KC0267
 KC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE132098(NAD 83)
 KC0267_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0267_STAMPING: ELEV 496.02 FT MEMPHIS DATUM
 KC0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0267
 KC0267  HISTORY     - Date     Condition        Report By
 KC0267  HISTORY     - UNK      MONUMENTED       DOD
 KC0267  HISTORY     - 1961     GOOD             NGS
 KC0267
 KC0267                          STATION DESCRIPTION
 KC0267
 KC0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0267'4.7 MI N FROM BLUFFS.
 KC0267'ABOUT 4.7 MILES NORTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0267'OF THE WABASH RAILROAD AT BLUFFS, 0.5 MILE SOUTH OF THE SOUTH
 KC0267'JUNCTION OF STATE HIGHWAY 104 AND STATE HIGHWAY 100, ON A
 KC0267'HILLSIDE COVERED WITH ROSE BUSHES, NEAR THE NORTHWEST CORNER OF A
 KC0267'SMALL CEMETERY, 184 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KC0267'84 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STEEL FENCE
 KC0267'AROUND THE BEAGLE FAMILY PLOT IN CEMETERY, 46 FEET NORTH OF A
 KC0267'30-INCH HICKORY TREE, 13 FEET NORTHEAST OF A HEDGE, ABOUT 80
 KC0267'YARDS NORTHEAST OF AN ABANDONED 2 FOOT CULVERT UNDER OLD
 KC0267'ABANDONED HIGHWAY, ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KC0267'AND PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0908 ***********************************************************************
 NH0908  DESIGNATION -  21 MDD
 NH0908  PID         -  NH0908
 NH0908  STATE/COUNTY-  IL/JO DAVIESS
 NH0908  USGS QUAD   -  WARREN (1971)
 NH0908
 NH0908                         *CURRENT SURVEY CONTROL
 NH0908  ___________________________________________________________________
 NH0908* NAD 83(1986)-  42 27 33.     (N)    089 59 08.     (W)     SCALED    
 NH0908* NAVD 88     -       300.293  (meters)     985.21   (feet)  ADJUSTED  
 NH0908  ___________________________________________________________________
 NH0908  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NH0908  DYNAMIC HT  -         300.195 (meters)     984.89  (feet)  COMP
 NH0908  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 NH0908
 NH0908  VERT ORDER  -  THIRD
 NH0908
 NH0908.The horizontal coordinates were scaled from a topographic map and have
 NH0908.an estimated accuracy of +/- 6 seconds.
 NH0908
 NH0908.The orthometric height was determined by differential leveling
 NH0908.and adjusted by the National Geodetic Survey in June 1991..
 NH0908
 NH0908.The geoid height was determined by GEOID03.
 NH0908
 NH0908.The dynamic height is computed by dividing the NAVD 88
 NH0908.geopotential number by the normal gravity value computed on the
 NH0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0908.degrees latitude (g = 980.6199 gals.).
 NH0908
 NH0908.The modeled gravity was interpolated from observed gravity values.
 NH0908
 NH0908;                    North         East    Units  Estimated Accuracy
 NH0908;SPC IL W     -   643,100.      714,900.      MT  (+/- 180 meters Scaled)
 NH0908
 NH0908                          SUPERSEDED SURVEY CONTROL
 NH0908
 NH0908.No superseded survey control is available for this station.
 NH0908
 NH0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN545050(NAD 83)
 NH0908_MARKER: DB = BENCH MARK DISK
 NH0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0908_SP_SET: CONCRETE POST
 NH0908_STAMPING: 21 MDD 1967
 NH0908_MARK LOGO: USGS-M
 NH0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0908+STABILITY: SURFACE MOTION
 NH0908
 NH0908  HISTORY     - Date     Condition        Report By
 NH0908  HISTORY     - 1967     MONUMENTED       USGS
 NH0908  HISTORY     - 19961221 MARK NOT FOUND   USPSQD
 NH0908
 NH0908                          STATION DESCRIPTION
 NH0908
 NH0908'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NH0908'4.0 KM (2.50 MI) SOUTH FROM WARREN.
 NH0908'WARREN, 2.5 MILES SOUTH OF ALONG HWY. 78.  NEAR THE COR OF SECS. 1,
 NH0908'6,31 AND 36, TS. 28 AND 29 N., RS. 4 AND 5 E., 12 FT SOUTH, 150 FT
 NH0908'WEST,AND 0.6 FT LOWER THAN HWY. 78 AT E-W. CROSSROADS, 1.5 FT EAST OF
 NH0908'A POWER POLE AND 1 FT NORTH OF A WITNESS SIGN. IN THE TOP OF A
 NH0908'CONCRETE    POST, A STANDARD TALBET STAMPED 21 MDD 1967
 NH0908'THE MARK IS 1.0 FT  N FROM  A WITNESS POST
 NH0908'THE MARK IS 0.6 FT BELOW HWY. 78.
 NH0908
 NH0908                          STATION RECOVERY (1996)
 NH0908
 NH0908'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1783 ***********************************************************************
 ME1783  DESIGNATION -  210
 ME1783  PID         -  ME1783
 ME1783  STATE/COUNTY-  IL/COOK
 ME1783  USGS QUAD   -  BERWYN (1993)
 ME1783
 ME1783                         *CURRENT SURVEY CONTROL
 ME1783  ___________________________________________________________________
 ME1783* NAD 83(1986)-  41 47 25.     (N)    087 46 32.     (W)     SCALED    
 ME1783* NAVD 88     -       186.799  (meters)     612.86   (feet)  ADJUSTED  
 ME1783  ___________________________________________________________________
 ME1783  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME1783  DYNAMIC HT  -         186.733 (meters)     612.64  (feet)  COMP
 ME1783  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 ME1783
 ME1783  VERT ORDER  -  FIRST     CLASS II
 ME1783
 ME1783.The horizontal coordinates were scaled from a topographic map and have
 ME1783.an estimated accuracy of +/- 6 seconds.
 ME1783
 ME1783.The orthometric height was determined by differential leveling
 ME1783.and adjusted by the National Geodetic Survey in June 1991..
 ME1783
 ME1783.The geoid height was determined by GEOID03.
 ME1783
 ME1783.The dynamic height is computed by dividing the NAVD 88
 ME1783.geopotential number by the normal gravity value computed on the
 ME1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1783.degrees latitude (g = 980.6199 gals.).
 ME1783
 ME1783.The modeled gravity was interpolated from observed gravity values.
 ME1783
 ME1783;                    North         East    Units  Estimated Accuracy
 ME1783;SPC IL E     -   568,960.      346,360.      MT  (+/- 180 meters Scaled)
 ME1783
 ME1783                          SUPERSEDED SURVEY CONTROL
 ME1783
 ME1783  NGVD 29 (??/??/92)  186.884  (m)          613.14   (f) ADJ UNCH    1 2
 ME1783
 ME1783.Superseded values are not recommended for survey control.
 ME1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1783.See file dsdata.txt to determine how the superseded data were derived.
 ME1783
 ME1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM355267(NAD 83)
 ME1783_MARKER: B = BOLT
 ME1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1783+STABILITY: SURFACE MOTION
 ME1783
 ME1783  HISTORY     - Date     Condition        Report By
 ME1783  HISTORY     - UNK      MONUMENTED       IL1670
 ME1783  HISTORY     - 1947     GOOD             NGS
 ME1783  HISTORY     - 1977     GOOD             NGS
 ME1783  HISTORY     - 1989     GOOD             USPSQD
 ME1783
 ME1783                          STATION DESCRIPTION
 ME1783
 ME1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1783'IN CHICAGO.
 ME1783'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF NAGEL AVENUE AND
 ME1783'56TH STREET, 8.8 FEET NORTH OF THE SOUTH EDGE OF THE SOUTH SIDE
 ME1783'WALK OF 56TH STREET, 9 FEET EAST OF THE WEST EDGE OF THE WEST
 ME1783'SIDEWALK OF NAGEL AVENUE.  A COPPER BOLT IN THE TOP OF A CONCRETE
 ME1783'POST AND COVERED WITH A 10-INCH SQUARE CAST IRON BOX THAT IS ABOUT
 ME1783'FLUSH WITH THE SIDEWALK.
 ME1783
 ME1783                          STATION RECOVERY (1977)
 ME1783
 ME1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1783'RECOVERED IN GOOD CONDITION.
 ME1783
 ME1783                          STATION RECOVERY (1989)
 ME1783
 ME1783'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1780 ***********************************************************************
 ME1780  DESIGNATION -  211
 ME1780  PID         -  ME1780
 ME1780  STATE/COUNTY-  IL/COOK
 ME1780  USGS QUAD   -  BERWYN (1993)
 ME1780
 ME1780                         *CURRENT SURVEY CONTROL
 ME1780  ___________________________________________________________________
 ME1780* NAD 83(1986)-  41 47 24.     (N)    087 47 43.     (W)     SCALED    
 ME1780* NAVD 88     -       187.115  (meters)     613.89   (feet)  ADJUSTED  
 ME1780  ___________________________________________________________________
 ME1780  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME1780  DYNAMIC HT  -         187.049 (meters)     613.68  (feet)  COMP
 ME1780  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 ME1780
 ME1780  VERT ORDER  -  FIRST     CLASS II
 ME1780
 ME1780.The horizontal coordinates were scaled from a topographic map and have
 ME1780.an estimated accuracy of +/- 6 seconds.
 ME1780
 ME1780.The orthometric height was determined by differential leveling
 ME1780.and adjusted by the National Geodetic Survey in June 1991..
 ME1780
 ME1780.The geoid height was determined by GEOID03.
 ME1780
 ME1780.The dynamic height is computed by dividing the NAVD 88
 ME1780.geopotential number by the normal gravity value computed on the
 ME1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1780.degrees latitude (g = 980.6199 gals.).
 ME1780
 ME1780.The modeled gravity was interpolated from observed gravity values.
 ME1780
 ME1780;                    North         East    Units  Estimated Accuracy
 ME1780;SPC IL E     -   568,920.      344,720.      MT  (+/- 180 meters Scaled)
 ME1780
 ME1780                          SUPERSEDED SURVEY CONTROL
 ME1780
 ME1780  NGVD 29 (??/??/92)  187.201  (m)          614.18   (f) ADJ UNCH    1 2
 ME1780
 ME1780.Superseded values are not recommended for survey control.
 ME1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1780.See file dsdata.txt to determine how the superseded data were derived.
 ME1780
 ME1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM339267(NAD 83)
 ME1780_MARKER: B = BOLT
 ME1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1780+STABILITY: SURFACE MOTION
 ME1780
 ME1780  HISTORY     - Date     Condition        Report By
 ME1780  HISTORY     - UNK      MONUMENTED       IL1670
 ME1780  HISTORY     - 1947     GOOD             NGS
 ME1780  HISTORY     - 1977     GOOD             NGS
 ME1780  HISTORY     - 1987     GOOD             USPSQD
 ME1780  HISTORY     - 1989     GOOD             USPSQD
 ME1780
 ME1780                          STATION DESCRIPTION
 ME1780
 ME1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1780'IN CHICAGO.
 ME1780'AT THE SOUTHWEST CORNER OF NEVA AVENUE AND 56TH STREET, 9 1/2
 ME1780'FEET EAST OF THE WEST EDGE OF THE WEST SIDE WALK ON NEVA AVENUE,
 ME1780'8 1/2 FEET NORTH OF THE SOUTH EDGE OF THE SOUTH SIDEWALK ON 56TH
 ME1780'STREET, ABOUT LEVEL WITH THE SIDE WALK.  A 1/2-INCH COPPER BOLT
 ME1780'SET IN THE TOP OF A CONCRETE POST AND COVERED WITH A 10-INCH
 ME1780'SQUARE CAST IRON BOX.
 ME1780
 ME1780                          STATION RECOVERY (1977)
 ME1780
 ME1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1780'RECOVERED IN GOOD CONDITION.
 ME1780
 ME1780                          STATION RECOVERY (1987)
 ME1780
 ME1780'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1780'RECOVERED IN GOOD CONDITION.
 ME1780
 ME1780                          STATION RECOVERY (1989)
 ME1780
 ME1780'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9263 ***********************************************************************
 AF9263  CBN         -  This is a Cooperative Base Network Control Station.
 AF9263  DESIGNATION -  2111
 AF9263  PID         -  AF9263
 AF9263  STATE/COUNTY-  IL/TAZEWELL
 AF9263  USGS QUAD   -  NATRONA (1980)
 AF9263
 AF9263                         *CURRENT SURVEY CONTROL
 AF9263  ___________________________________________________________________
 AF9263* NAD 83(1997)-  40 22 15.45245(N)    089 38 28.89996(W)     ADJUSTED  
 AF9263* NAVD 88     -       159.6    (meters)     524.     (feet)  GPS OBS   
 AF9263  ___________________________________________________________________
 AF9263  X           -      30,459.597 (meters)                     COMP
 AF9263  Y           -  -4,866,130.106 (meters)                     COMP
 AF9263  Z           -   4,109,535.632 (meters)                     COMP
 AF9263  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AF9263  ELLIP HEIGHT-         126.82  (meters)          (10/15/04) GPS OBS
 AF9263  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 AF9263
 AF9263  HORZ ORDER  -  B
 AF9263  ELLP ORDER  -  FOURTH    CLASS II
 AF9263
 AF9263.The horizontal coordinates were established by GPS observations
 AF9263.and adjusted by the National Geodetic Survey in July 1998..
 AF9263
 AF9263.The orthometric height was determined by GPS observations and a
 AF9263.high-resolution geoid model.
 AF9263
 AF9263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9263
 AF9263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9263
 AF9263.The ellipsoidal height was determined by GPS observations
 AF9263.and is referenced to NAD 83.
 AF9263
 AF9263.The geoid height was determined by GEOID03.
 AF9263
 AF9263;                    North         East     Units Scale Factor Converg.
 AF9263;SPC IL W     -   411,308.464   744,611.663   MT  0.99996567   +0 20 24.9
 AF9263;SPC IL W     - 1,349,434.52  2,442,946.76   sFT  0.99996567   +0 20 24.9
 AF9263;UTM  16      - 4,472,280.858   275,746.077   MT  1.00021909   -1 42 41.8
 AF9263
 AF9263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9263!SPC IL W     -   0.99998011  x   0.99996567  =   0.99994578
 AF9263!UTM  16      -   0.99998011  x   1.00021909  =   1.00019919
 AF9263
 AF9263                          SUPERSEDED SURVEY CONTROL
 AF9263
 AF9263  ELLIP H (07/17/98)  126.84   (m)                       GP(       ) 4 1
 AF9263
 AF9263.Superseded values are not recommended for survey control.
 AF9263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9263.See file dsdata.txt to determine how the superseded data were derived.
 AF9263
 AF9263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK7574672281(NAD 83)
 AF9263_MARKER: I = METAL ROD
 AF9263_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9263_STAMPING: 2111
 AF9263_MARK LOGO: ILDT  
 AF9263_PROJECTION: FLUSH
 AF9263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9263+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 AF9263_ROD/PIPE-DEPTH: 3.70 meters
 AF9263_SLEEVE-DEPTH  : 1.00 meters
 AF9263
 AF9263  HISTORY     - Date     Condition        Report By
 AF9263  HISTORY     - 1995     MONUMENTED       ASCPC
 AF9263  HISTORY     - 20031103 GOOD             ILDT
 AF9263
 AF9263                          STATION DESCRIPTION
 AF9263
 AF9263'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AF9263'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) WEST OF DELEVAN IN THE
 AF9263'NORTHEAST ANGLE OF THE INTERSECTION OF STATE ROUTES 29 (1500E) AND 122
 AF9263'(3500N), 18.2 M (59.7 FT) EAST OF THE CENTER OF ROUTE 29, 30.0 M (98.4
 AF9263'FT) NORTH OF THE CENTER OF ROUTE 122, 13.9 M (45.6 FT) SOUTH OF A
 AF9263'POWER POLE WITH GUY WIRE, 5.4 M (17.7 FT) SOUTH OF A CONCRETE
 AF9263'RIGHT-OF-WAY MARKER, 10.9 M (35.8 FT) NORTH OF THE TOP CENTER OF A
 AF9263'METAL CULVERT PIPE UNDER ROUTE 122, AND 24.9 M (81.7 FT) NORTHEAST OF
 AF9263'A STOP SIGN POST IN A CONCRETE TRIANGULAR ISLAND.  NOTE--ACCESS TO THE
 AF9263'STATION POINT IS THROUGH A 6-INCH ACCESS COVER.
 AF9263
 AF9263                          STATION RECOVERY (2003)
 AF9263
 AF9263'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 AF9263'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0029 ***********************************************************************
 KC0029  DESIGNATION -  22
 KC0029  PID         -  KC0029
 KC0029  STATE/COUNTY-  IL/MORGAN
 KC0029  USGS QUAD   -  CHAPIN (1983)
 KC0029
 KC0029                         *CURRENT SURVEY CONTROL
 KC0029  ___________________________________________________________________
 KC0029* NAD 83(1986)-  39 50 25.     (N)    090 29 20.     (W)     SCALED    
 KC0029* NAVD 88     -       146.274  (meters)     479.90   (feet)  ADJUSTED  
 KC0029  ___________________________________________________________________
 KC0029  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KC0029  DYNAMIC HT  -         146.195 (meters)     479.64  (feet)  COMP
 KC0029  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 KC0029
 KC0029  VERT ORDER  -  FIRST     CLASS II
 KC0029
 KC0029.The horizontal coordinates were scaled from a topographic map and have
 KC0029.an estimated accuracy of +/- 6 seconds.
 KC0029
 KC0029.The orthometric height was determined by differential leveling
 KC0029.and adjusted by the National Geodetic Survey in June 1991..
 KC0029
 KC0029.The geoid height was determined by GEOID03.
 KC0029
 KC0029.The dynamic height is computed by dividing the NAVD 88
 KC0029.geopotential number by the normal gravity value computed on the
 KC0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0029.degrees latitude (g = 980.6199 gals.).
 KC0029
 KC0029.The modeled gravity was interpolated from observed gravity values.
 KC0029
 KC0029;                    North         East    Units  Estimated Accuracy
 KC0029;SPC IL W     -   352,300.      672,420.      MT  (+/- 180 meters Scaled)
 KC0029
 KC0029                          SUPERSEDED SURVEY CONTROL
 KC0029
 KC0029  NGVD 29 (??/??/92)  146.38   (m)          480.2    (f) COMPUTED    1 2
 KC0029
 KC0029.Superseded values are not recommended for survey control.
 KC0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0029.See file dsdata.txt to determine how the superseded data were derived.
 KC0029
 KC0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE148130(NAD 83)
 KC0029_MARKER: B = BOLT
 KC0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0029_STAMPING: ELEV 487.83 FT MEMPHIS DATUM
 KC0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0029
 KC0029  HISTORY     - Date     Condition        Report By
 KC0029  HISTORY     - UNK      MONUMENTED       DOD
 KC0029  HISTORY     - 1961     MARK NOT FOUND   NGS
 KC0029
 KC0029                          STATION DESCRIPTION
 KC0029
 KC0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0029'3 MI NE FROM MEREDOSIA.
 KC0029'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 100 FROM MEREDOSIA,
 KC0029'MORGAN COUNTY, 1.2 MILES SOUTHWEST OF MC KENDREE CHAPEL, AT THE
 KC0029'FARMHOUSE OF EDWARD HAMMON ON THE SOUTHEAST SIDE OF THE HIGHWAY,
 KC0029'75.5 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 3 FEET SOUTH
 KC0029'OF THE EAST HIGHWAY FENCE, 5.4 FEET NORTH OF THE EAST YARD FENCE,
 KC0029'AND JUST NORTHEAST OF THE FRONT GATE.  A COPPER BOLT, LEADED IN
 KC0029'THE TOP OF A LIMESTONE SLAB ABOUT 4 FEET UNDER GROUND, ACCESS TO
 KC0029'WHICH IS HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER
 KC0029'SURVEY STANDARD CAP, STAMPED ELEV 487.83 FT MEMPHIS DATUM.
 KC0029'NOTE-- THE ROAD HAS BEEN CHANGED AND REBUILT AND THE MARK MAY
 KC0029'POSSIBLY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0152 ***********************************************************************
 NG0152  DESIGNATION -  22
 NG0152  PID         -  NG0152
 NG0152  STATE/COUNTY-  IL/LAKE
 NG0152  USGS QUAD   -  HIGHLAND PARK (1993)
 NG0152
 NG0152                         *CURRENT SURVEY CONTROL
 NG0152  ___________________________________________________________________
 NG0152* NAD 83(1986)-  42 09 56.     (N)    087 46 58.     (W)     SCALED    
 NG0152* NAVD 88     -       205.520  (meters)     674.28   (feet)  ADJUSTED  
 NG0152  ___________________________________________________________________
 NG0152  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 NG0152  DYNAMIC HT  -         205.455 (meters)     674.06  (feet)  COMP
 NG0152  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 NG0152
 NG0152  VERT ORDER  -  SECOND    CLASS 0
 NG0152
 NG0152.The horizontal coordinates were scaled from a topographic map and have
 NG0152.an estimated accuracy of +/- 6 seconds.
 NG0152
 NG0152.The orthometric height was determined by differential leveling
 NG0152.and adjusted by the National Geodetic Survey in June 1991..
 NG0152
 NG0152.The geoid height was determined by GEOID03.
 NG0152
 NG0152.The dynamic height is computed by dividing the NAVD 88
 NG0152.geopotential number by the normal gravity value computed on the
 NG0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0152.degrees latitude (g = 980.6199 gals.).
 NG0152
 NG0152.The modeled gravity was interpolated from observed gravity values.
 NG0152
 NG0152;                    North         East    Units  Estimated Accuracy
 NG0152;SPC IL E     -   610,640.      345,490.      MT  (+/- 180 meters Scaled)
 NG0152
 NG0152                          SUPERSEDED SURVEY CONTROL
 NG0152
 NG0152  NGVD 29 (??/??/92)  205.604  (m)          674.55   (f) ADJ UNCH    2 0
 NG0152
 NG0152.Superseded values are not recommended for survey control.
 NG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0152.See file dsdata.txt to determine how the superseded data were derived.
 NG0152
 NG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM353684(NAD 83)
 NG0152_MARKER: Z = SEE DESCRIPTION
 NG0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0152_SP_SET: PARKWAY
 NG0152_STAMPING: 22
 NG0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0152
 NG0152  HISTORY     - Date     Condition        Report By
 NG0152  HISTORY     - UNK      MONUMENTED
 NG0152  HISTORY     - 1953     GOOD             NGS
 NG0152  HISTORY     - 1973     MARK NOT FOUND   NGS
 NG0152  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0152  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 NG0152  HISTORY     - 20030405 MARK NOT FOUND   USPSQD
 NG0152
 NG0152                          STATION DESCRIPTION
 NG0152
 NG0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NG0152'AT RAVINIA.
 NG0152'AT RAVINIA, LAKE COUNTY, 135 FEET EAST OF THE CENTERLINE OF THE
 NG0152'EAST TRACK OF THE CHICAGO AND NORTH WESTERN RAILWAY, AT THE
 NG0152'INTERSECTION OF ROGER WILLIAMS AVENUE AND ST. JOHNS AVENUE, 48.6
 NG0152'FEET NORTH OF THE SIDEWALK ALONG ROGER WILLIAMS AVENUE, 9.8 FEET
 NG0152'WEST OF ST. JOHNS AVENUE, AND IN A PARKWAY BETWEEN ST. JOHNS
 NG0152'AVENUE AND THE CHICAGO, NORTH SHORE AND MILWAUKEE RAILWAY.  A
 NG0152'CONCRETE POST STAMPED 22 AND FLUSH WITH THE GROUND.
 NG0152
 NG0152                          STATION RECOVERY (1973)
 NG0152
 NG0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NG0152'MARK NOT FOUND.
 NG0152
 NG0152                          STATION RECOVERY (1987)
 NG0152
 NG0152'RECOVERY NOTE BY US POWER SQUADRON 1987 (MOC)
 NG0152'MARK NOT FOUND.
 NG0152
 NG0152                          STATION RECOVERY (1996)
 NG0152
 NG0152'RECOVERY NOTE BY US POWER SQUADRON 1996
 NG0152'MARK NOT FOUND.
 NG0152
 NG0152                          STATION RECOVERY (2003)
 NG0152
 NG0152'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NG0152'MARK NOT FOUND.
 NG0152'NEW PARKING LOT, SIDEWALK, AND LANDSCAPING ADDED ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7896 ***********************************************************************
 DF7896  CBN         -  This is a Cooperative Base Network Control Station.
 DF7896  DESIGNATION -  22 JHR
 DF7896  PID         -  DF7896
 DF7896  STATE/COUNTY-  IL/WASHINGTON
 DF7896  USGS QUAD   -  ST LIBORY (1964)
 DF7896
 DF7896                         *CURRENT SURVEY CONTROL
 DF7896  ___________________________________________________________________
 DF7896* NAD 83(1997)-  38 20 34.33222(N)    089 37 30.93280(W)     ADJUSTED  
 DF7896* NAVD 88     -       141.3    (meters)     464.     (feet)  GPS OBS   
 DF7896  ___________________________________________________________________
 DF7896  X           -      32,760.915 (meters)                     COMP
 DF7896  Y           -  -5,008,888.649 (meters)                     COMP
 DF7896  Z           -   3,935,433.146 (meters)                     COMP
 DF7896  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DF7896  ELLIP HEIGHT-         111.18  (meters)          (09/15/03) GPS OBS
 DF7896  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 DF7896
 DF7896  HORZ ORDER  -  A
 DF7896  ELLP ORDER  -  FOURTH    CLASS I
 DF7896
 DF7896.The horizontal coordinates were established by GPS observations
 DF7896.and adjusted by the National Geodetic Survey in September 2003..
 DF7896
 DF7896.The orthometric height was determined by GPS observations and a
 DF7896.high-resolution geoid model.
 DF7896
 DF7896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7896
 DF7896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7896
 DF7896.The ellipsoidal height was determined by GPS observations
 DF7896.and is referenced to NAD 83.
 DF7896
 DF7896.The geoid height was determined by GEOID03.
 DF7896
 DF7896;                    North         East     Units Scale Factor Converg.
 DF7896;SPC IL W     -   186,164.813   747,328.282   MT  0.99996875   +0 20 09.2
 DF7896;SPC IL W     -   610,775.72  2,451,859.54   sFT  0.99996875   +0 20 09.2
 DF7896;UTM  16      - 4,247,120.344   270,567.868   MT  1.00024831   -1 37 45.6
 DF7896
 DF7896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7896!SPC IL W     -   0.99998256  x   0.99996875  =   0.99995131
 DF7896!UTM  16      -   0.99998256  x   1.00024831  =   1.00023086
 DF7896
 DF7896                          SUPERSEDED SURVEY CONTROL
 DF7896
 DF7896.No superseded survey control is available for this station.
 DF7896
 DF7896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7056847120(NAD 83)
 DF7896_MARKER: DD = SURVEY DISK
 DF7896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7896_STAMPING: 22 JR 1962
 DF7896_MARK LOGO: ILDT  
 DF7896_PROJECTION: PROJECTING 20 CENTIMETERS
 DF7896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7896+STABILITY: SURFACE MOTION
 DF7896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7896+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 DF7896
 DF7896  HISTORY     - Date     Condition        Report By
 DF7896  HISTORY     - 1962     MONUMENTED       USGS
 DF7896  HISTORY     - 20020624 GOOD             ILDT
 DF7896
 DF7896                          STATION DESCRIPTION
 DF7896
 DF7896'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (NO)
 DF7896'STATION DESCRIPTION
 DF7896' 
 DF7896'DESCRIBED BY ILDT 2002
 DF7896'THE STATION IS LOCATED IN WASHINGTON COUNTY, 0.5 MILES SOUTH OF THE
 DF7896'TOWN OF STONE
 DF7896'CHURCH. 2.6 MILES NORTH-NORTHWEST OF THE TOWN OF LIVELY GROVE. NEAR
 DF7896'THE CENTER OF THE
 DF7896'WEST HALF OF SECTION 23, T. 2 S., R.5.W.  THE PROPERTY OWNER OF RECORD
 DF7896'IS OMER DOELLING.
 DF7896' 
 DF7896'TO REACH THE STATION FROM THE INTERSECTION OF IL ROUTE 15 AND IL ROUTE
 DF7896'153. WEST ON IL 15
 DF7896'.8 MILE.  THEN SOUTH ON TODD ROAD 0.5 MILE TO A 90 DEGREE TURN IN TODD
 DF7896'ROAD EAST.  72 FEET
 DF7896'EAST OF 90 DEGREE TURN TO THE MARK ON THE RIGHT.
 DF7896' 
 DF7896'THE STATION IS 72 FEET EAST OF ROAD NORTH. 30 FEET SOUTH OF ROAD EAST.
 DF7896'IN A DIVISION LINE
 DF7896'BETWEEN TWO FIELDS. TABLET IS A STANDARD BRASS DISK SET IN AN 8 INCH
 DF7896'BY 8 INCH CONCRETE
 DF7896'POST PROTRUDING 8 INCHES FROM THE GROUND. TABLET IS 1.2 FEET HIGHER
 DF7896'THAN THE ROAD. NO
 DF7896'OTHER PHYSICAL TIES AVAILABLE.
 DF7896' 
 DF7896'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0910 ***********************************************************************
 NH0910  DESIGNATION -  22 MDD
 NH0910  PID         -  NH0910
 NH0910  STATE/COUNTY-  IL/JO DAVIESS
 NH0910  USGS QUAD   -  WARREN (1971)
 NH0910
 NH0910                         *CURRENT SURVEY CONTROL
 NH0910  ___________________________________________________________________
 NH0910* NAD 83(1986)-  42 25 40.     (N)    089 59 01.     (W)     SCALED    
 NH0910* NAVD 88     -       281.604  (meters)     923.90   (feet)  ADJUSTED  
 NH0910  ___________________________________________________________________
 NH0910  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NH0910  DYNAMIC HT  -         281.511 (meters)     923.59  (feet)  COMP
 NH0910  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 NH0910
 NH0910  VERT ORDER  -  THIRD
 NH0910
 NH0910.The horizontal coordinates were scaled from a topographic map and have
 NH0910.an estimated accuracy of +/- 6 seconds.
 NH0910
 NH0910.The orthometric height was determined by differential leveling
 NH0910.and adjusted by the National Geodetic Survey in June 1991..
 NH0910
 NH0910.The geoid height was determined by GEOID03.
 NH0910
 NH0910.The dynamic height is computed by dividing the NAVD 88
 NH0910.geopotential number by the normal gravity value computed on the
 NH0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0910.degrees latitude (g = 980.6199 gals.).
 NH0910
 NH0910.The modeled gravity was interpolated from observed gravity values.
 NH0910
 NH0910;                    North         East    Units  Estimated Accuracy
 NH0910;SPC IL W     -   639,610.      715,060.      MT  (+/- 180 meters Scaled)
 NH0910
 NH0910                          SUPERSEDED SURVEY CONTROL
 NH0910
 NH0910.No superseded survey control is available for this station.
 NH0910
 NH0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN545015(NAD 83)
 NH0910_MARKER: DB = BENCH MARK DISK
 NH0910_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NH0910_SP_SET: CONCRETE HEADWALL
 NH0910_STAMPING: 22 MDD 1967
 NH0910_MARK LOGO: USGS-M
 NH0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0910+STABILITY: SURFACE MOTION
 NH0910
 NH0910  HISTORY     - Date     Condition        Report By
 NH0910  HISTORY     - 1967     MONUMENTED       USGS-M
 NH0910  HISTORY     - 19961221 MARK NOT FOUND   USPSQD
 NH0910
 NH0910                          STATION DESCRIPTION
 NH0910
 NH0910'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 NH0910'7.6 KM (4.70 MI) SOUTH FROM WARREN.
 NH0910'WARREN, 4.7 MI SOUTH OF ALONG HWY. 78.  ABOUT 0.2 MI SOUTH OF THE
 NH0910'CORNER OF SECS. 7, 12, 13 AND 18, T. 28 N., RS. 4 AND 5 E., 12 FT
 NH0910'SOUTH, 22 FT EAST AND 10.3 FT HIGHER THAN RD. AT CONCRETE CULVERT,
 NH0910'ON TOP OF THE SOUTH END OF THE EAST HEADWALL OF CONCRETE BOX CULVERT,
 NH0910'A STANDARD TABLET STAMPED 22 MDD 1967
 NH0910
 NH0910                          STATION RECOVERY (1996)
 NH0910
 NH0910'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1803 ***********************************************************************
 LC1803  DESIGNATION -  22 RE USGS 1976
 LC1803  PID         -  LC1803
 LC1803  STATE/COUNTY-  IL/MACON
 LC1803  USGS QUAD   -  MAROA (1979)
 LC1803
 LC1803                         *CURRENT SURVEY CONTROL
 LC1803  ___________________________________________________________________
 LC1803* NAD 83(1997)-  40 00 32.65233(N)    088 55 06.75573(W)     ADJUSTED  
 LC1803* NAVD 88     -       213.3    (meters)     700.     (feet)  VERTCON   
 LC1803  ___________________________________________________________________
 LC1803  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 LC1803  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC1803
 LC1803  HORZ ORDER  -  SECOND
 LC1803
 LC1803.The horizontal coordinates were established by classical geodetic methods
 LC1803.and adjusted by the National Geodetic Survey in October 1999..
 LC1803
 LC1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1803
 LC1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1803
 LC1803.The geoid height was determined by GEOID03.
 LC1803
 LC1803;                    North         East     Units Scale Factor Converg.
 LC1803;SPC IL E     -   371,171.437   250,034.376   MT  1.00000572   -0 22 34.5
 LC1803;SPC IL E     - 1,217,751.62    820,321.12   sFT  1.00000572   -0 22 34.5
 LC1803;SPC IL W     -   371,741.109   806,563.180   MT  1.00008092   +0 48 09.0
 LC1803;SPC IL W     - 1,219,620.62  2,646,199.37   sFT  1.00008092   +0 48 09.0
 LC1803;UTM  16      - 4,430,526.855   336,250.023   MT  0.99993010   -1 14 01.4
 LC1803
 LC1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1803!SPC IL E     -   0.99997158  x   1.00000572  =   0.99997730
 LC1803!SPC IL W     -   0.99997158  x   1.00008092  =   1.00005250
 LC1803!UTM  16      -   0.99997158  x   0.99993010  =   0.99990168
 LC1803
 LC1803|---------------------------------------------------------------------|
 LC1803| PID    Reference Object                     Distance      Geod. Az  |
 LC1803|                                                           dddmmss.s |
 LC1803| LC1804 22 RE USGS A PT 1976                  5.349 METERS 30242     |
 LC1803| LC1802 MAROA PLAINS TV MICROWAVE           APPROX. 6.1 KM 3195522.6 |
 LC1803|---------------------------------------------------------------------|
 LC1803
 LC1803                          SUPERSEDED SURVEY CONTROL
 LC1803
 LC1803  NAD 83(1986)-  40 00 32.66023(N)    088 55 06.75181(W) AD(       ) 2
 LC1803  NAD 27      -  40 00 32.52994(N)    088 55 06.46157(W) AD(       ) 2
 LC1803  NGVD 29 (07/19/86)  213.4    (m)          700.     (f) VERT ANG       
 LC1803
 LC1803.Superseded values are not recommended for survey control.
 LC1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1803.See file dsdata.txt to determine how the superseded data were derived.
 LC1803
 LC1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3625030527(NAD 83)
 LC1803_MARKER: DB = BENCH MARK DISK
 LC1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1803+STABILITY: SURFACE MOTION
 LC1803
 LC1803  HISTORY     - Date     Condition        Report By
 LC1803  HISTORY     - 1976     MONUMENTED       USGS
 LC1803
 LC1803                          STATION DESCRIPTION
 LC1803
 LC1803'DESCRIBED BY US GEOLOGICAL SURVEY 1976 (LHW)
 LC1803'THE STATION IS LOCATED ABOUT 12 MILES WEST OF CISCO, 10-1/2
 LC1803'MILES NORTH OF DECATUR, 9 MILES SOUTH-SOUTHEAST OF LUTTEELL,
 LC1803'2-1/2 MILES SOUTHEAST OF MAROA AND 3 MILES SOUTH OF MACON-DE WITT
 LC1803'COUNTY LINE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 LC1803'MARK DISK STAMPED 22 RE 1956, THE DISK IS CEMENTED IN THE TOP
 LC1803'OF A 4X4-INCH CONCRETE POST THAT IS FLUSH WITH GROUND
 LC1803'SURFACE.  IT IS 87 FEET SOUTH-SOUTHWEST OF CROSSROAD AND 1.7
 LC1803'FEET NORTH OF POWERLINE POLE.
 LC1803'
 LC1803'TO REACH FROM THE POST OFFICE IN MAROA, GO EAST ON MAIN STREET
 LC1803'FOR 0.1 MILE, THE STREET JOGS NORTH AND BACK TO THE EAST, THIS
 LC1803'IS ALSO COUNTY ROUTE 38.  CONTINUE EASTERLY ON ROUTE 38 FOR
 LC1803'1.85 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2 MILES
 LC1803'TO STATION ON THE RIGHT, IN THE SOUTHWEST ANGLE OF CROSSROAD.
 LC1803'
 LC1803'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WEBBER
 LC1803'DISTANCE BEING 750.955 METERS, SOUTH OF TRIANGULATION STATION
 LC1803'WEBBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0499 ***********************************************************************
 LD0499  DESIGNATION -  220 A
 LD0499  PID         -  LD0499
 LD0499  STATE/COUNTY-  IL/HENDERSON
 LD0499  USGS QUAD   -  LOMAX (1964)
 LD0499
 LD0499                         *CURRENT SURVEY CONTROL
 LD0499  ___________________________________________________________________
 LD0499* NAD 83(1986)-  40 40 17.     (N)    091 05 40.     (W)     SCALED    
 LD0499* NAVD 88     -       163.461  (meters)     536.29   (feet)  ADJUSTED  
 LD0499  ___________________________________________________________________
 LD0499  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0499  DYNAMIC HT  -         163.383 (meters)     536.03  (feet)  COMP
 LD0499  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 LD0499
 LD0499  VERT ORDER  -  SECOND    CLASS 0
 LD0499
 LD0499.The horizontal coordinates were scaled from a topographic map and have
 LD0499.an estimated accuracy of +/- 6 seconds.
 LD0499
 LD0499.The orthometric height was determined by differential leveling
 LD0499.and adjusted by the National Geodetic Survey in June 1991..
 LD0499
 LD0499.The geoid height was determined by GEOID03.
 LD0499
 LD0499.The dynamic height is computed by dividing the NAVD 88
 LD0499.geopotential number by the normal gravity value computed on the
 LD0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0499.degrees latitude (g = 980.6199 gals.).
 LD0499
 LD0499.The modeled gravity was interpolated from observed gravity values.
 LD0499
 LD0499;                    North         East    Units  Estimated Accuracy
 LD0499;SPC IL W     -   444,950.      621,560.      MT  (+/- 180 meters Scaled)
 LD0499
 LD0499                          SUPERSEDED SURVEY CONTROL
 LD0499
 LD0499  NGVD 29 (??/??/92)  163.512  (m)          536.46   (f) ADJ UNCH    2 0
 LD0499
 LD0499.Superseded values are not recommended for survey control.
 LD0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0499.See file dsdata.txt to determine how the superseded data were derived.
 LD0499
 LD0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF610040(NAD 83)
 LD0499_MARKER: Q = CHISELED SQUARE
 LD0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0499_SP_SET: BRIDGE
 LD0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0499
 LD0499  HISTORY     - Date     Condition        Report By
 LD0499  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0499  HISTORY     - 1935     GOOD             NGS
 LD0499  HISTORY     - 20010331 GOOD             NGS
 LD0499
 LD0499                          STATION DESCRIPTION
 LD0499
 LD0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0499'1.1 MI SW FROM LOMAX.
 LD0499'1.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0499'RAILWAY FROM THE STATION AT LOMAX, HENDERSON COUNTY, 100 FEET
 LD0499'SOUTHWEST OF MILEPOST 220, AT BRIDGE 220 A, 8 FEET NORTHWEST OF
 LD0499'THE CENTERLINE OF THE NORTHWEST TRACK, ON THE TOP OF THE NORTHEAST
 LD0499'ABUTMENT, AND ABOUT 18 INCHES LOWER THAN THE TRACK.  A CHISELED
 LD0499'SQUARE.
 LD0499
 LD0499                          STATION RECOVERY (2001)
 LD0499
 LD0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0499'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0496 ***********************************************************************
 LD0496  DESIGNATION -  224 B
 LD0496  PID         -  LD0496
 LD0496  STATE/COUNTY-  IL/HANCOCK
 LD0496  USGS QUAD   -  DALLAS CITY (1975)
 LD0496
 LD0496                         *CURRENT SURVEY CONTROL
 LD0496  ___________________________________________________________________
 LD0496* NAD 83(1986)-  40 38 11.     (N)    091 09 58.     (W)     SCALED    
 LD0496* NAVD 88     -       163.689  (meters)     537.04   (feet)  ADJUSTED  
 LD0496  ___________________________________________________________________
 LD0496  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0496  DYNAMIC HT  -         163.610 (meters)     536.78  (feet)  COMP
 LD0496  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 LD0496
 LD0496  VERT ORDER  -  SECOND    CLASS 0
 LD0496
 LD0496.The horizontal coordinates were scaled from a topographic map and have
 LD0496.an estimated accuracy of +/- 6 seconds.
 LD0496
 LD0496.The orthometric height was determined by differential leveling
 LD0496.and adjusted by the National Geodetic Survey in June 1991..
 LD0496
 LD0496.The geoid height was determined by GEOID03.
 LD0496
 LD0496.The dynamic height is computed by dividing the NAVD 88
 LD0496.geopotential number by the normal gravity value computed on the
 LD0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0496.degrees latitude (g = 980.6199 gals.).
 LD0496
 LD0496.The modeled gravity was interpolated from observed gravity values.
 LD0496
 LD0496;                    North         East    Units  Estimated Accuracy
 LD0496;SPC IL W     -   441,130.      615,460.      MT  (+/- 180 meters Scaled)
 LD0496
 LD0496                          SUPERSEDED SURVEY CONTROL
 LD0496
 LD0496  NGVD 29 (??/??/92)  163.737  (m)          537.19   (f) ADJ UNCH    2 0
 LD0496
 LD0496.Superseded values are not recommended for survey control.
 LD0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0496.See file dsdata.txt to determine how the superseded data were derived.
 LD0496
 LD0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF550000(NAD 83)
 LD0496_MARKER: Q = CHISELED SQUARE
 LD0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0496_SP_SET: BRIDGE
 LD0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0496
 LD0496  HISTORY     - Date     Condition        Report By
 LD0496  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0496  HISTORY     - 1935     GOOD             NGS
 LD0496
 LD0496                          STATION DESCRIPTION
 LD0496
 LD0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0496'AT DALLAS CITY.
 LD0496'AT DALLAS CITY, HANCOCK COUNTY, ON THE ATCHISON, TOPEKA AND
 LD0496'SANTA FE RAILWAY, 0.4 MILE EAST OF THE STATION, ABOUT 230 FEET
 LD0496'EAST OF A STREET CROSSING, AT BRIDGE 224 B, 12 FEET NORTH OF THE
 LD0496'CENTERLINE OF THE NORTH TRACK, IN THE NORTH END OF THE EAST
 LD0496'ABUTMENT, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A CHISELED
 LD0496'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0490 ***********************************************************************
 LD0490  DESIGNATION -  227 A
 LD0490  PID         -  LD0490
 LD0490  STATE/COUNTY-  IL/HANCOCK
 LD0490  USGS QUAD   -  DALLAS CITY (1975)
 LD0490
 LD0490                         *CURRENT SURVEY CONTROL
 LD0490  ___________________________________________________________________
 LD0490* NAD 83(1986)-  40 37 36.     (N)    091 12 50.     (W)     SCALED    
 LD0490* NAVD 88     -       162.469  (meters)     533.03   (feet)  ADJUSTED  
 LD0490  ___________________________________________________________________
 LD0490  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0490  DYNAMIC HT  -         162.391 (meters)     532.78  (feet)  COMP
 LD0490  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 LD0490
 LD0490  VERT ORDER  -  SECOND    CLASS 0
 LD0490
 LD0490.The horizontal coordinates were scaled from a topographic map and have
 LD0490.an estimated accuracy of +/- 6 seconds.
 LD0490
 LD0490.The orthometric height was determined by differential leveling
 LD0490.and adjusted by the National Geodetic Survey in June 1991..
 LD0490
 LD0490.The geoid height was determined by GEOID03.
 LD0490
 LD0490.The dynamic height is computed by dividing the NAVD 88
 LD0490.geopotential number by the normal gravity value computed on the
 LD0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0490.degrees latitude (g = 980.6199 gals.).
 LD0490
 LD0490.The modeled gravity was interpolated from observed gravity values.
 LD0490
 LD0490;                    North         East    Units  Estimated Accuracy
 LD0490;SPC IL W     -   440,100.      611,400.      MT  (+/- 180 meters Scaled)
 LD0490
 LD0490                          SUPERSEDED SURVEY CONTROL
 LD0490
 LD0490  NGVD 29 (??/??/92)  162.515  (m)          533.18   (f) ADJ UNCH    2 0
 LD0490
 LD0490.Superseded values are not recommended for survey control.
 LD0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0490.See file dsdata.txt to determine how the superseded data were derived.
 LD0490
 LD0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE510988(NAD 83)
 LD0490_MARKER: Q = CHISELED SQUARE
 LD0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0490_SP_SET: BRIDGE
 LD0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0490
 LD0490  HISTORY     - Date     Condition        Report By
 LD0490  HISTORY     - UNK      MONUMENTED       CGS
 LD0490  HISTORY     - 1935     GOOD             NGS
 LD0490
 LD0490                          STATION DESCRIPTION
 LD0490
 LD0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0490'0.5 MI W FROM PONTOOSUC.
 LD0490'0.5 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0490'FROM THE STATION AT PONTOOSUC, HANCOCK COUNTY, AT POLE 227+04,
 LD0490'AT BRIDGE 227 A, 9 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 LD0490'TRACK, IN THE SOUTH END OF THE EAST ABUTMENT, AND 2.5 FEET
 LD0490'LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0487 ***********************************************************************
 LD0487  DESIGNATION -  228 D
 LD0487  PID         -  LD0487
 LD0487  STATE/COUNTY-  IL/HANCOCK
 LD0487  USGS QUAD   -  COLUSA (1964)
 LD0487
 LD0487                         *CURRENT SURVEY CONTROL
 LD0487  ___________________________________________________________________
 LD0487* NAD 83(1986)-  40 37 23.     (N)    091 14 42.     (W)     SCALED    
 LD0487* NAVD 88     -       164.309  (meters)     539.07   (feet)  ADJUSTED  
 LD0487  ___________________________________________________________________
 LD0487  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0487  DYNAMIC HT  -         164.229 (meters)     538.81  (feet)  COMP
 LD0487  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 LD0487
 LD0487  VERT ORDER  -  SECOND    CLASS 0
 LD0487
 LD0487.The horizontal coordinates were scaled from a topographic map and have
 LD0487.an estimated accuracy of +/- 6 seconds.
 LD0487
 LD0487.The orthometric height was determined by differential leveling
 LD0487.and adjusted by the National Geodetic Survey in June 1991..
 LD0487
 LD0487.The geoid height was determined by GEOID03.
 LD0487
 LD0487.The dynamic height is computed by dividing the NAVD 88
 LD0487.geopotential number by the normal gravity value computed on the
 LD0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0487.degrees latitude (g = 980.6199 gals.).
 LD0487
 LD0487.The modeled gravity was interpolated from observed gravity values.
 LD0487
 LD0487;                    North         East    Units  Estimated Accuracy
 LD0487;SPC IL W     -   439,730.      608,760.      MT  (+/- 180 meters Scaled)
 LD0487
 LD0487                          SUPERSEDED SURVEY CONTROL
 LD0487
 LD0487  NGVD 29 (??/??/92)  164.354  (m)          539.22   (f) ADJ UNCH    2 0
 LD0487
 LD0487.Superseded values are not recommended for survey control.
 LD0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0487.See file dsdata.txt to determine how the superseded data were derived.
 LD0487
 LD0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE484983(NAD 83)
 LD0487_MARKER: Q = CHISELED SQUARE
 LD0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0487_SP_SET: BRIDGE
 LD0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0487
 LD0487  HISTORY     - Date     Condition        Report By
 LD0487  HISTORY     - UNK      MONUMENTED       CGS
 LD0487  HISTORY     - 1935     GOOD             NGS
 LD0487
 LD0487                          STATION DESCRIPTION
 LD0487
 LD0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0487'2.2 MI E FROM EAST FORT MADISON.
 LD0487'2.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0487'FROM THE STATION AT EAST FORT MADISON, HANCOCK COUNTY, AND ON THE
 LD0487'TOP OF THE SOUTH END OF THE NORTH PARAPET WALL OF BRIDGE 228-D.
 LD0487'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0415 ***********************************************************************
 MG0415  DESIGNATION -  23
 MG0415  PID         -  MG0415
 MG0415  STATE/COUNTY-  IL/MERCER
 MG0415  USGS QUAD   -  TOOLESBORO (1992)
 MG0415
 MG0415                         *CURRENT SURVEY CONTROL
 MG0415  ___________________________________________________________________
 MG0415* NAD 83(1986)-  41 10 02.     (N)    091 00 02.     (W)     SCALED    
 MG0415* NAVD 88     -       173.74   (+/-2cm)     570.0    (feet)  VERTCON   
 MG0415  ___________________________________________________________________
 MG0415  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0415
 MG0415  VERT ORDER  -  ? (See Below)
 MG0415
 MG0415.The horizontal coordinates were scaled from a topographic map and have
 MG0415.an estimated accuracy of +/- 6 seconds.
 MG0415
 MG0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0415.The vertical order pertains to the NGVD 29 superseded value.
 MG0415
 MG0415.The geoid height was determined by GEOID03.
 MG0415
 MG0415;                    North         East    Units  Estimated Accuracy
 MG0415;SPC IL W     -   499,930.      630,020.      MT  (+/- 180 meters Scaled)
 MG0415
 MG0415                          SUPERSEDED SURVEY CONTROL
 MG0415
 MG0415  NGVD 29 (??/??/92)  173.805  (m)          570.23   (f) ADJ UNCH    ?  
 MG0415
 MG0415.Superseded values are not recommended for survey control.
 MG0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0415.See file dsdata.txt to determine how the superseded data were derived.
 MG0415
 MG0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF677592(NAD 83)
 MG0415_MARKER: B = BOLT
 MG0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0415_SP_SET: WALL
 MG0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0415
 MG0415  HISTORY     - Date     Condition        Report By
 MG0415  HISTORY     - UNK      MONUMENTED       USE
 MG0415  HISTORY     - 1940     GOOD             NGS
 MG0415  HISTORY     - 19980814 MARK NOT FOUND   USPSQD
 MG0415
 MG0415                          STATION DESCRIPTION
 MG0415
 MG0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MG0415'AT NEW BOSTON.
 MG0415'AT NEW BOSTON, MERCER COUNTY, IN THE NORTH WALL OF THE MRS.
 MG0415'HARVEY SHOTWELL RESIDENCE (FORMERLY THE HOTEL PATTERSON), 1.3
 MG0415'FEET FROM THE NORTHWEST CORNER, AND 4 FEET ABOVE THE SIDEWALK.
 MG0415'THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY AND SURROUNDED
 MG0415'BY THE LETTERS USPBM CUT IN THE WALL.
 MG0415
 MG0415                          STATION RECOVERY (1998)
 MG0415
 MG0415'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0032 ***********************************************************************
 KC0032  DESIGNATION -  23 BOLT
 KC0032  PID         -  KC0032
 KC0032  STATE/COUNTY-  IL/CASS
 KC0032  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0032
 KC0032                         *CURRENT SURVEY CONTROL
 KC0032  ___________________________________________________________________
 KC0032* NAD 83(1986)-  39 53 36.     (N)    090 28 08.     (W)     SCALED    
 KC0032* NAVD 88     -       136.907  (meters)     449.17   (feet)  ADJUSTED  
 KC0032  ___________________________________________________________________
 KC0032  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KC0032  DYNAMIC HT  -         136.834 (meters)     448.93  (feet)  COMP
 KC0032  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 KC0032
 KC0032  VERT ORDER  -  FIRST     CLASS II
 KC0032
 KC0032.The horizontal coordinates were scaled from a topographic map and have
 KC0032.an estimated accuracy of +/- 6 seconds.
 KC0032
 KC0032.The orthometric height was determined by differential leveling
 KC0032.and adjusted by the National Geodetic Survey in June 1991..
 KC0032
 KC0032.The geoid height was determined by GEOID03.
 KC0032
 KC0032.The dynamic height is computed by dividing the NAVD 88
 KC0032.geopotential number by the normal gravity value computed on the
 KC0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0032.degrees latitude (g = 980.6199 gals.).
 KC0032
 KC0032.The modeled gravity was interpolated from observed gravity values.
 KC0032
 KC0032;                    North         East    Units  Estimated Accuracy
 KC0032;SPC IL W     -   358,190.      674,150.      MT  (+/- 180 meters Scaled)
 KC0032
 KC0032                          SUPERSEDED SURVEY CONTROL
 KC0032
 KC0032  NGVD 29 (??/??/92)  137.018  (m)          449.53   (f) ADJ UNCH    1 2
 KC0032
 KC0032.Superseded values are not recommended for survey control.
 KC0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0032.See file dsdata.txt to determine how the superseded data were derived.
 KC0032
 KC0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE164189(NAD 83)
 KC0032_MARKER: B = BOLT
 KC0032_SETTING: 66 = SET IN ROCK OUTCROP
 KC0032_SP_SET: ROCK LEDGE
 KC0032_STAMPING: ELEV 460.81 FT MEMPHIS DATUM
 KC0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0032+STABILITY: POSITION/ELEVATION WELL
 KC0032
 KC0032  HISTORY     - Date     Condition        Report By
 KC0032  HISTORY     - UNK      MONUMENTED       DOD
 KC0032  HISTORY     - 1961     GOOD             NGS
 KC0032
 KC0032                          STATION DESCRIPTION
 KC0032
 KC0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0032'9.8 MI S FROM BEARDSTOWN.
 KC0032'ABOUT 8.1 MILES SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 KC0032'WITH U.S. HIGHWAY 67 AT BEARDSTOWN, THENCE 1.5 MILES EAST ALONG
 KC0032'A GRADED ROAD, THENCE 0.2 MILE SOUTH ALONG A GRADED ROAD, ABOUT
 KC0032'0.25 MILE SOUTH OF A 50-FOOT BRIDGE OVER OLD CHANNEL MUD CREEK,
 KC0032'NEAR A LARGE GROUP OF FARM BUILDING ALL PAINTED WHITE, ABOUT 115
 KC0032'YARDS EAST OF THE CENTER LINE OF THE ROAD, 72 1/2 FEET WEST OF
 KC0032'THE NORTHWEST CORNER OF A TOOL SHED, 14 FEET NORTHWEST OF A 24
 KC0032'INCH MAPLE TREE, 122 FEET NORTH OF A WELL WITH A PUMP, 1 1/2
 KC0032'FEET SOUTH OF A METAL WITNESS POST, 10 FEET ABOVE THE LEVEL OF
 KC0032'THE ROAD, A COPPER BOLT LEADED IN THE TOP OF A LIMESTONE SLAB 4
 KC0032'FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0033 ***********************************************************************
 KC0033  DESIGNATION -  23 CAP
 KC0033  PID         -  KC0033
 KC0033  STATE/COUNTY-  IL/CASS
 KC0033  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0033
 KC0033                         *CURRENT SURVEY CONTROL
 KC0033  ___________________________________________________________________
 KC0033* NAD 83(1986)-  39 53 36.     (N)    090 28 08.     (W)     SCALED    
 KC0033* NAVD 88     -       138.120  (meters)     453.15   (feet)  ADJUSTED  
 KC0033  ___________________________________________________________________
 KC0033  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KC0033  DYNAMIC HT  -         138.047 (meters)     452.91  (feet)  COMP
 KC0033  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 KC0033
 KC0033  VERT ORDER  -  FIRST     CLASS II
 KC0033
 KC0033.The horizontal coordinates were scaled from a topographic map and have
 KC0033.an estimated accuracy of +/- 6 seconds.
 KC0033
 KC0033.The orthometric height was determined by differential leveling
 KC0033.and adjusted by the National Geodetic Survey in June 1991..
 KC0033
 KC0033.The geoid height was determined by GEOID03.
 KC0033
 KC0033.The dynamic height is computed by dividing the NAVD 88
 KC0033.geopotential number by the normal gravity value computed on the
 KC0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0033.degrees latitude (g = 980.6199 gals.).
 KC0033
 KC0033.The modeled gravity was interpolated from observed gravity values.
 KC0033
 KC0033;                    North         East    Units  Estimated Accuracy
 KC0033;SPC IL W     -   358,190.      674,150.      MT  (+/- 180 meters Scaled)
 KC0033
 KC0033                          SUPERSEDED SURVEY CONTROL
 KC0033
 KC0033  NGVD 29 (??/??/92)  138.232  (m)          453.52   (f) ADJ UNCH    1 2
 KC0033
 KC0033.Superseded values are not recommended for survey control.
 KC0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0033.See file dsdata.txt to determine how the superseded data were derived.
 KC0033
 KC0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE164189(NAD 83)
 KC0033_MARKER: DD = SURVEY DISK
 KC0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0033_SP_SET: BUILDING
 KC0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0033
 KC0033  HISTORY     - Date     Condition        Report By
 KC0033  HISTORY     - UNK      MONUMENTED       DOD
 KC0033  HISTORY     - 1934     GOOD             NGS
 KC0033
 KC0033                          STATION DESCRIPTION
 KC0033
 KC0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KC0033'10 MI S FROM BEARDSTOWN.
 KC0033'10.0 MILES SOUTH ALONG STATE HIGHWAY 100 FROM BEARDSTOWN, CASS
 KC0033'COUNTY, ABOUT 1/4 MILE SOUTHEAST OF WAGONERS BRIDGE OVER INDIAN
 KC0033'CREEK, IN SEC. 29, T 17 N, R 12 W, AT THE LARGE SQUARE HOUSE ON
 KC0033'THE CORCORAN ESTATE, IN THE NORTHWEST CORNER OF THE FRONT
 KC0033'DOORYARD, 341 FEET EAST OF THE EAST BARBED-WIRE HIGHWAY FENCE,
 KC0033'45.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, AND
 KC0033'40.2 FEET WEST OF THE LINE OF THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0630 ***********************************************************************
 JB0630  DESIGNATION -  23 L
 JB0630  PID         -  JB0630
 JB0630  STATE/COUNTY-  IL/MARION
 JB0630  USGS QUAD   -  SALEM SOUTH (1978)
 JB0630
 JB0630                         *CURRENT SURVEY CONTROL
 JB0630  ___________________________________________________________________
 JB0630* NAD 83(1986)-  38 32 17.     (N)    088 57 34.     (W)     SCALED    
 JB0630* NAVD 88     -       169.861  (meters)     557.29   (feet)  ADJUSTED  
 JB0630  ___________________________________________________________________
 JB0630  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 JB0630  DYNAMIC HT  -         169.753 (meters)     556.93  (feet)  COMP
 JB0630  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JB0630
 JB0630  VERT ORDER  -  SECOND    CLASS 0
 JB0630
 JB0630.The horizontal coordinates were scaled from a topographic map and have
 JB0630.an estimated accuracy of +/- 6 seconds.
 JB0630
 JB0630.The orthometric height was determined by differential leveling
 JB0630.and adjusted by the National Geodetic Survey in June 1991..
 JB0630
 JB0630.The geoid height was determined by GEOID03.
 JB0630
 JB0630.The dynamic height is computed by dividing the NAVD 88
 JB0630.geopotential number by the normal gravity value computed on the
 JB0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0630.degrees latitude (g = 980.6199 gals.).
 JB0630
 JB0630.The modeled gravity was interpolated from observed gravity values.
 JB0630
 JB0630;                    North         East    Units  Estimated Accuracy
 JB0630;SPC IL E     -   207,880.      245,410.      MT  (+/- 180 meters Scaled)
 JB0630
 JB0630                          SUPERSEDED SURVEY CONTROL
 JB0630
 JB0630  NGVD 29 (??/??/92)  169.968  (m)          557.64   (f) ADJ UNCH    2 0
 JB0630
 JB0630.Superseded values are not recommended for survey control.
 JB0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0630.See file dsdata.txt to determine how the superseded data were derived.
 JB0630
 JB0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH292673(NAD 83)
 JB0630_MARKER: DD = SURVEY DISK
 JB0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0630_STAMPING: NO 23 L 1926 ILL
 JB0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0630+STABILITY: SURFACE MOTION
 JB0630
 JB0630  HISTORY     - Date     Condition        Report By
 JB0630  HISTORY     - 1926     MONUMENTED       USGS
 JB0630  HISTORY     - 1960     GOOD             NGS
 JB0630
 JB0630                          STATION DESCRIPTION
 JB0630
 JB0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0630'7.3 MI S FROM SALEM.
 JB0630'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0630'IN SALEM, THENCE 1.0 MILE WEST ALONG AN OILED ROAD, AT THE
 JB0630'JUNCTION OF A GRAVEL ROAD NORTH, 20 FEET NORTH OF THE CENTER LINE
 JB0630'OF THE ROAD, 33 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 31
 JB0630'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 3 FEET SOUTH
 JB0630'OF POWER POLE NUMBER G 10-35, 1/2 FOOT SOUTH OF A FENCE, 1 FOOT
 JB0630'EAST OF A FENCE CORNER, 2.0 FEET WEST OF A METAL WITNESS POST,
 JB0630'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JB0630'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0913 ***********************************************************************
 NH0913  DESIGNATION -  23 MDD
 NH0913  PID         -  NH0913
 NH0913  STATE/COUNTY-  IL/JO DAVIESS
 NH0913  USGS QUAD   -  WARREN (1971)
 NH0913
 NH0913                         *CURRENT SURVEY CONTROL
 NH0913  ___________________________________________________________________
 NH0913* NAD 83(1986)-  42 23 57.     (N)    089 58 59.     (W)     SCALED    
 NH0913* NAVD 88     -       291.004  (meters)     954.74   (feet)  ADJUSTED  
 NH0913  ___________________________________________________________________
 NH0913  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NH0913  DYNAMIC HT  -         290.907 (meters)     954.42  (feet)  COMP
 NH0913  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NH0913
 NH0913  VERT ORDER  -  THIRD
 NH0913
 NH0913.The horizontal coordinates were scaled from a topographic map and have
 NH0913.an estimated accuracy of +/- 6 seconds.
 NH0913
 NH0913.The orthometric height was determined by differential leveling
 NH0913.and adjusted by the National Geodetic Survey in June 1991..
 NH0913
 NH0913.The geoid height was determined by GEOID03.
 NH0913
 NH0913.The dynamic height is computed by dividing the NAVD 88
 NH0913.geopotential number by the normal gravity value computed on the
 NH0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0913.degrees latitude (g = 980.6199 gals.).
 NH0913
 NH0913.The modeled gravity was interpolated from observed gravity values.
 NH0913
 NH0913;                    North         East    Units  Estimated Accuracy
 NH0913;SPC IL W     -   636,440.      715,120.      MT  (+/- 180 meters Scaled)
 NH0913
 NH0913                          SUPERSEDED SURVEY CONTROL
 NH0913
 NH0913.No superseded survey control is available for this station.
 NH0913
 NH0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM544984(NAD 83)
 NH0913_MARKER: DB = BENCH MARK DISK
 NH0913_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NH0913_SP_SET: CONCRETE HEADWALL
 NH0913_STAMPING: 23 MDD 1967
 NH0913_MARK LOGO: USGS  
 NH0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0913+STABILITY: SURFACE MOTION
 NH0913
 NH0913  HISTORY     - Date     Condition        Report By
 NH0913  HISTORY     - 1967     MONUMENTED       USGS
 NH0913  HISTORY     - 19961221 MARK NOT FOUND   USPSQD
 NH0913
 NH0913                          STATION DESCRIPTION
 NH0913
 NH0913'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NH0913'5.3 KM (3.30 MI) NNE FROM STOCKTON.
 NH0913'6.6 MI SOUTH ALTONG HWY. 78 FROM WARREN.  3.0 MI NORTH AND 1.3 MI
 NH0913'EASTOF THE JCT. OF HWYS. 20 AND 78 AT STOCKTON.  ABOUT 0.1 MI SOUTH OF
 NH0913'THECOR. OF SECS. 19, 24, 25 AND 30, T. 28 N., R. 4 AND 5 E., 21 FT
 NH0913'WEST  AND 0.9 FT HIGHER THAN CENTER OF RD. AT CULVERT.  IN THE CENTER
 NH0913'OF THEWEST HEADWALL OF A 5 FT CONCRETE BOX CULVERT, A STANDART TABLET
 NH0913'STAMPED 23 MDD 1967
 NH0913
 NH0913                          STATION RECOVERY (1996)
 NH0913
 NH0913'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0031 ***********************************************************************
 MF0031  DESIGNATION -  24 A
 MF0031  PID         -  MF0031
 MF0031  STATE/COUNTY-  IL/KENDALL
 MF0031  USGS QUAD   -  YORKVILLE (1993)
 MF0031
 MF0031                         *CURRENT SURVEY CONTROL
 MF0031  ___________________________________________________________________
 MF0031* NAD 83(1986)-  41 38 27.     (N)    088 26 55.     (W)     SCALED    
 MF0031* NAVD 88     -       195.913  (meters)     642.76   (feet)  ADJUSTED  
 MF0031  ___________________________________________________________________
 MF0031  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0031  DYNAMIC HT  -         195.842 (meters)     642.52  (feet)  COMP
 MF0031  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 MF0031
 MF0031  VERT ORDER  -  SECOND    CLASS 0
 MF0031
 MF0031.The horizontal coordinates were scaled from a topographic map and have
 MF0031.an estimated accuracy of +/- 6 seconds.
 MF0031
 MF0031.The orthometric height was determined by differential leveling
 MF0031.and adjusted by the National Geodetic Survey in June 1991..
 MF0031
 MF0031.The geoid height was determined by GEOID03.
 MF0031
 MF0031.The dynamic height is computed by dividing the NAVD 88
 MF0031.geopotential number by the normal gravity value computed on the
 MF0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0031.degrees latitude (g = 980.6199 gals.).
 MF0031
 MF0031.The modeled gravity was interpolated from observed gravity values.
 MF0031
 MF0031;                    North         East    Units  Estimated Accuracy
 MF0031;SPC IL E     -   552,220.      290,400.      MT  (+/- 180 meters Scaled)
 MF0031
 MF0031                          SUPERSEDED SURVEY CONTROL
 MF0031
 MF0031  NGVD 29 (??/??/92)  195.985  (m)          642.99   (f) ADJ UNCH    2 0
 MF0031
 MF0031.Superseded values are not recommended for survey control.
 MF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0031.See file dsdata.txt to determine how the superseded data were derived.
 MF0031
 MF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM793109(NAD 83)
 MF0031_MARKER: DD = SURVEY DISK
 MF0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0031_STAMPING: ILL 24 A 1923
 MF0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0031+STABILITY: SURFACE MOTION
 MF0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0031+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 MF0031
 MF0031  HISTORY     - Date     Condition        Report By
 MF0031  HISTORY     - 1923     MONUMENTED       USGS
 MF0031  HISTORY     - 1935     GOOD             NGS
 MF0031  HISTORY     - 1960     GOOD             NGS
 MF0031  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MF0031  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF0031  HISTORY     - 20020430 GOOD             USPSQD
 MF0031  HISTORY     - 20050319 GOOD             USPSQD
 MF0031
 MF0031                          STATION DESCRIPTION
 MF0031
 MF0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MF0031'AT YORKVILLE.
 MF0031'AT YORKVILLE, KENDALL COUNTY, ON STATE HIGHWAY 47, AT THE
 MF0031'SOUTHWEST CORNER OF THE COUNTY COURTHOUSE YARD, AT A STREET
 MF0031'INTERSECTION, 28 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 MF0031'47, 28 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH STREET,
 MF0031'AND LEVEL WITH THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 MF0031'STANDARD DISK, STAMPED ILL 24 A 1923 AND SET IN THE TOP OF A
 MF0031'CONCRETE POST.  NOTE-- 72 FT. NORTH OF CENTERLINE RIDGE STREET AND
 MF0031'33 FT EAST OF CENTERLINE OF MAIN STREET.  1 FT. NORTH AND 1 FT.
 MF0031'EAST OF SIDEWALK AROUND COURTHOUSE.
 MF0031
 MF0031                          STATION RECOVERY (1960)
 MF0031
 MF0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MF0031'RECOVERED IN GOOD CONDITION.
 MF0031
 MF0031                          STATION RECOVERY (1989)
 MF0031
 MF0031'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 MF0031'MARK NOT FOUND.
 MF0031
 MF0031                          STATION RECOVERY (2001)
 MF0031
 MF0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0031'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0031
 MF0031                          STATION RECOVERY (2002)
 MF0031
 MF0031'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEG)
 MF0031'LOCATION NOW OCCUPIED BY SHOPPING CENTER.
 MF0031
 MF0031                          STATION RECOVERY (2005)
 MF0031
 MF0031'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAD)
 MF0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0039 ***********************************************************************
 KC0039  DESIGNATION -  24 BOLT
 KC0039  PID         -  KC0039
 KC0039  STATE/COUNTY-  IL/CASS
 KC0039  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0039
 KC0039                         *CURRENT SURVEY CONTROL
 KC0039  ___________________________________________________________________
 KC0039* NAD 83(1986)-  39 56 29.     (N)    090 27 21.     (W)     SCALED    
 KC0039* NAVD 88     -       138.030  (meters)     452.85   (feet)  ADJUSTED  
 KC0039  ___________________________________________________________________
 KC0039  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KC0039  DYNAMIC HT  -         137.957 (meters)     452.61  (feet)  COMP
 KC0039  MODELED GRAV-     980,098.1   (mgal)                       NAVD 88
 KC0039
 KC0039  VERT ORDER  -  FIRST     CLASS II
 KC0039
 KC0039.The horizontal coordinates were scaled from a topographic map and have
 KC0039.an estimated accuracy of +/- 6 seconds.
 KC0039
 KC0039.The orthometric height was determined by differential leveling
 KC0039.and adjusted by the National Geodetic Survey in June 1991..
 KC0039
 KC0039.The geoid height was determined by GEOID03.
 KC0039
 KC0039.The dynamic height is computed by dividing the NAVD 88
 KC0039.geopotential number by the normal gravity value computed on the
 KC0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0039.degrees latitude (g = 980.6199 gals.).
 KC0039
 KC0039.The modeled gravity was interpolated from observed gravity values.
 KC0039
 KC0039;                    North         East    Units  Estimated Accuracy
 KC0039;SPC IL W     -   363,520.      675,290.      MT  (+/- 180 meters Scaled)
 KC0039
 KC0039                          SUPERSEDED SURVEY CONTROL
 KC0039
 KC0039  NGVD 29 (??/??/92)  138.151  (m)          453.25   (f) ADJ UNCH    1 2
 KC0039
 KC0039.Superseded values are not recommended for survey control.
 KC0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0039.See file dsdata.txt to determine how the superseded data were derived.
 KC0039
 KC0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE173243(NAD 83)
 KC0039_MARKER: B = BOLT
 KC0039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0039_STAMPING: ELEV 464.53 1903 MEMPHIS DATUM
 KC0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0039
 KC0039  HISTORY     - Date     Condition        Report By
 KC0039  HISTORY     - 1903     MONUMENTED       DOD
 KC0039  HISTORY     - 1961     GOOD             NGS
 KC0039
 KC0039                          STATION DESCRIPTION
 KC0039
 KC0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0039'7 MI S FROM BEARDSTOWN.
 KC0039'ABOUT 5.35 MILES SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 KC0039'WITH U.S. HIGHWAY 67 AT BEARDSTOWN, THENCE 1.7 MILES EAST ALONG
 KC0039'A BLACK TOP ROAD, 0.15 MILE EAST OF A Y JUNCTION, IN A CEMETERY,
 KC0039'NEAR THE BLACK OAK BAPTIST CHURCH, 88 FEET SOUTH OF THE CENTER
 KC0039'LINE OF THE ROAD, 98 FEET NORTH OF THE NORTHEAST CORNER OF THE
 KC0039'CHURCH, 22 FEET NORTH OF THE NORTH ONE OF TWO 30 INCH MAPLE
 KC0039'TREES, 33 FEET WEST OF THE CENTER LINE OF THE CHURCH DRIVE, 3
 KC0039'FEET WEST OF THE NORTH-SOUTH CEMETERY FENCE, A COPPER BOLT LEADED
 KC0039'IN THE TOP OF A LIMESTONE SLAB 4 FEET UNDERGROUND ACCESS TO WHICH
 KC0039'IS HAD THROUGH AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0038 ***********************************************************************
 KC0038  DESIGNATION -  24 CAP
 KC0038  PID         -  KC0038
 KC0038  STATE/COUNTY-  IL/CASS
 KC0038  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0038
 KC0038                         *CURRENT SURVEY CONTROL
 KC0038  ___________________________________________________________________
 KC0038* NAD 83(1986)-  39 56 29.     (N)    090 27 21.     (W)     SCALED    
 KC0038* NAVD 88     -       139.227  (meters)     456.78   (feet)  ADJUSTED  
 KC0038  ___________________________________________________________________
 KC0038  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KC0038  DYNAMIC HT  -         139.153 (meters)     456.54  (feet)  COMP
 KC0038  MODELED GRAV-     980,098.1   (mgal)                       NAVD 88
 KC0038
 KC0038  VERT ORDER  -  FIRST     CLASS II
 KC0038
 KC0038.The horizontal coordinates were scaled from a topographic map and have
 KC0038.an estimated accuracy of +/- 6 seconds.
 KC0038
 KC0038.The orthometric height was determined by differential leveling
 KC0038.and adjusted by the National Geodetic Survey in June 1991..
 KC0038
 KC0038.The geoid height was determined by GEOID03.
 KC0038
 KC0038.The dynamic height is computed by dividing the NAVD 88
 KC0038.geopotential number by the normal gravity value computed on the
 KC0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0038.degrees latitude (g = 980.6199 gals.).
 KC0038
 KC0038.The modeled gravity was interpolated from observed gravity values.
 KC0038
 KC0038;                    North         East    Units  Estimated Accuracy
 KC0038;SPC IL W     -   363,520.      675,290.      MT  (+/- 180 meters Scaled)
 KC0038
 KC0038                          SUPERSEDED SURVEY CONTROL
 KC0038
 KC0038  NGVD 29 (??/??/92)  139.347  (m)          457.17   (f) ADJ UNCH    1 2
 KC0038
 KC0038.Superseded values are not recommended for survey control.
 KC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0038.See file dsdata.txt to determine how the superseded data were derived.
 KC0038
 KC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE173243(NAD 83)
 KC0038_MARKER: DD = SURVEY DISK
 KC0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0038
 KC0038  HISTORY     - Date     Condition        Report By
 KC0038  HISTORY     - UNK      MONUMENTED       DOD
 KC0038  HISTORY     - 1934     GOOD             NGS
 KC0038
 KC0038                          STATION DESCRIPTION
 KC0038
 KC0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KC0038'6 MI S FROM BEARDSTOWN.
 KC0038'6.0 MILES SOUTH ALONG STATE HIGHWAY 100 FROM BEARDSTOWN, CASS
 KC0038'COUNTY, NEAR THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF
 KC0038'SEC. 9, T 17 N, R 12 W, IN THE NORTHEAST QUARTER OF THE CEMETERY
 KC0038'ADJOINING UNION BAPTIST CHURCH (BLACK OAK GROVE CHURCH), 98.5
 KC0038'FEET NORTH OF THE NORTH SIDE OF THE CHURCH, 2.8 FEET WEST OF A
 KC0038'POINT IN LINE WITH THE EAST SIDE, 37.4 FEET SOUTHEAST OF THE
 KC0038'SOUTHEAST CORNER OF THE SCHOOLHOUSE, 2.7 FEET WEST OF THE EAST
 KC0038'WIRE CEMETERY FENCE, AND 2.4 FEET SOUTH OF THE NORTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1880 ***********************************************************************
 LB1880  DESIGNATION -  24 E
 LB1880  PID         -  LB1880
 LB1880  STATE/COUNTY-  IL/VERMILION
 LB1880  USGS QUAD   -  HOOPESTON (1964)
 LB1880
 LB1880                         *CURRENT SURVEY CONTROL
 LB1880  ___________________________________________________________________
 LB1880* NAD 83(1986)-  40 28 28.     (N)    087 37 58.     (W)     SCALED    
 LB1880* NAVD 88     -       217.388  (meters)     713.21   (feet)  ADJUSTED  
 LB1880  ___________________________________________________________________
 LB1880  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LB1880  DYNAMIC HT  -         217.282 (meters)     712.87  (feet)  COMP
 LB1880  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LB1880
 LB1880  VERT ORDER  -  SECOND    CLASS 0
 LB1880
 LB1880.The horizontal coordinates were scaled from a topographic map and have
 LB1880.an estimated accuracy of +/- 6 seconds.
 LB1880
 LB1880.The orthometric height was determined by differential leveling
 LB1880.and adjusted by the National Geodetic Survey in June 1991..
 LB1880
 LB1880.The geoid height was determined by GEOID03.
 LB1880
 LB1880.The dynamic height is computed by dividing the NAVD 88
 LB1880.geopotential number by the normal gravity value computed on the
 LB1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1880.degrees latitude (g = 980.6199 gals.).
 LB1880
 LB1880.The modeled gravity was interpolated from observed gravity values.
 LB1880
 LB1880;                    North         East    Units  Estimated Accuracy
 LB1880;SPC IL E     -   422,920.      359,410.      MT  (+/- 180 meters Scaled)
 LB1880
 LB1880                          SUPERSEDED SURVEY CONTROL
 LB1880
 LB1880  NGVD 29 (??/??/92)  217.438  (m)          713.38   (f) ADJ UNCH    2 0
 LB1880
 LB1880.Superseded values are not recommended for survey control.
 LB1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1880.See file dsdata.txt to determine how the superseded data were derived.
 LB1880
 LB1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK463806(NAD 83)
 LB1880_MARKER: DD = SURVEY DISK
 LB1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1880_STAMPING: 24 E 1931
 LB1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1880+STABILITY: SURFACE MOTION
 LB1880
 LB1880  HISTORY     - Date     Condition        Report By
 LB1880  HISTORY     - 1931     MONUMENTED       USGS
 LB1880  HISTORY     - 1935     GOOD             NGS
 LB1880
 LB1880                          STATION DESCRIPTION
 LB1880
 LB1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1880'2.6 MI NE FROM HOOPESTON.
 LB1880'2.1 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB1880'FROM THE STATION AT HOOPESTON, VERMILION COUNTY, THENCE 0.5
 LB1880'MILE NORTH ALONG A ROAD, 47 FEET WEST OF A 6-FOOT BRICK CULVERT,
 LB1880'AT A ROAD INTERSECTION, 33 FEET WEST OF THE CENTERLINE OF THE
 LB1880'MAIN ROAD, 26 FEET SOUTH OF THE CENTERLINE OF THE CROSS ROAD,
 LB1880'AND 10 FEET NORTHWEST OF A 30-INCH MAPLE TREE.  A UNITED STATES
 LB1880'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 24 E 1931 AND SET
 LB1880'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0916 ***********************************************************************
 NH0916  DESIGNATION -  24 MDD
 NH0916  PID         -  NH0916
 NH0916  STATE/COUNTY-  IL/JO DAVIESS
 NH0916  USGS QUAD   -  KENT (1971)
 NH0916
 NH0916                         *CURRENT SURVEY CONTROL
 NH0916  ___________________________________________________________________
 NH0916* NAD 83(1986)-  42 22 11.     (N)    089 58 55.     (W)     SCALED    
 NH0916* NAVD 88     -       289.467  (meters)     949.69   (feet)  ADJUSTED  
 NH0916  ___________________________________________________________________
 NH0916  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NH0916  DYNAMIC HT  -         289.370 (meters)     949.37  (feet)  COMP
 NH0916  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 NH0916
 NH0916  VERT ORDER  -  THIRD
 NH0916
 NH0916.The horizontal coordinates were scaled from a topographic map and have
 NH0916.an estimated accuracy of +/- 6 seconds.
 NH0916
 NH0916.The orthometric height was determined by differential leveling
 NH0916.and adjusted by the National Geodetic Survey in June 1991..
 NH0916
 NH0916.The geoid height was determined by GEOID03.
 NH0916
 NH0916.The dynamic height is computed by dividing the NAVD 88
 NH0916.geopotential number by the normal gravity value computed on the
 NH0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0916.degrees latitude (g = 980.6199 gals.).
 NH0916
 NH0916.The modeled gravity was interpolated from observed gravity values.
 NH0916
 NH0916;                    North         East    Units  Estimated Accuracy
 NH0916;SPC IL W     -   633,160.      715,220.      MT  (+/- 180 meters Scaled)
 NH0916
 NH0916                          SUPERSEDED SURVEY CONTROL
 NH0916
 NH0916.No superseded survey control is available for this station.
 NH0916
 NH0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM544951(NAD 83)
 NH0916_MARKER: DB = BENCH MARK DISK
 NH0916_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NH0916_SP_SET: CONCRETE HEADWALL
 NH0916_STAMPING: 24 MDD 1967
 NH0916_MARK LOGO: USGS  
 NH0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0916+STABILITY: SURFACE MOTION
 NH0916
 NH0916  HISTORY     - Date     Condition        Report By
 NH0916  HISTORY     - 1967     MONUMENTED       USGS
 NH0916  HISTORY     - 19961221 GOOD             USPSQD
 NH0916
 NH0916                          STATION DESCRIPTION
 NH0916
 NH0916'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NH0916'2.6 KM (1.60 MI) ENE FROM STOCKTON.
 NH0916'1.0 MI NORTH AND 1.3 MI EAST OF THE JCT. OF HWYS. 20 AND 78 AT STOCK
 NH0916'TON.  NEAR THE COR OF SECS. 1, 6, 31 AND 36, TS. 27 AND 28 N., RS.
 NH0916'4 AND 5 E., 21 FT WEST AND 0.8 FT HIGHER THAN CENTER OF HWY. 78 AT
 NH0916'CULVERT.  ON TOP AND NEAR THE CENTER OF THE WEST HEADWALL OF A 4X5
 NH0916'FT CONCRETE BOX CULVERT, A STANDARD TABLET STAMPED 24 MDD 1967
 NH0916
 NH0916                          STATION RECOVERY (1996)
 NH0916
 NH0916'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0046 ***********************************************************************
 KC0046  DESIGNATION -  25 BOLT
 KC0046  PID         -  KC0046
 KC0046  STATE/COUNTY-  IL/CASS
 KC0046  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0046
 KC0046                         *CURRENT SURVEY CONTROL
 KC0046  ___________________________________________________________________
 KC0046* NAD 83(1986)-  39 59 38.     (N)    090 26 11.     (W)     SCALED    
 KC0046* NAVD 88     -       133.822  (meters)     439.05   (feet)  ADJUSTED  
 KC0046  ___________________________________________________________________
 KC0046  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KC0046  DYNAMIC HT  -         133.752 (meters)     438.82  (feet)  COMP
 KC0046  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 KC0046
 KC0046  VERT ORDER  -  FIRST     CLASS II
 KC0046
 KC0046.The horizontal coordinates were scaled from a topographic map and have
 KC0046.an estimated accuracy of +/- 6 seconds.
 KC0046
 KC0046.The orthometric height was determined by differential leveling
 KC0046.and adjusted by the National Geodetic Survey in June 1991..
 KC0046
 KC0046.The geoid height was determined by GEOID03.
 KC0046
 KC0046.The dynamic height is computed by dividing the NAVD 88
 KC0046.geopotential number by the normal gravity value computed on the
 KC0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0046.degrees latitude (g = 980.6199 gals.).
 KC0046
 KC0046.The modeled gravity was interpolated from observed gravity values.
 KC0046
 KC0046;                    North         East    Units  Estimated Accuracy
 KC0046;SPC IL W     -   369,340.      676,970.      MT  (+/- 180 meters Scaled)
 KC0046
 KC0046                          SUPERSEDED SURVEY CONTROL
 KC0046
 KC0046  NGVD 29 (??/??/92)  133.939  (m)          439.43   (f) ADJ UNCH    1 2
 KC0046
 KC0046.Superseded values are not recommended for survey control.
 KC0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0046.See file dsdata.txt to determine how the superseded data were derived.
 KC0046
 KC0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE188302(NAD 83)
 KC0046_MARKER: B = BOLT
 KC0046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0046_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0046
 KC0046  HISTORY     - Date     Condition        Report By
 KC0046  HISTORY     - UNK      MONUMENTED       DOD
 KC0046  HISTORY     - 1934     GOOD             NGS
 KC0046
 KC0046                          STATION DESCRIPTION
 KC0046
 KC0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KC0046'2 MI S FROM BEARDSTOWN.
 KC0046'2.0 MILES SOUTH ALONG STATE HIGHWAY 100 FROM BEARDSTOWN, CASS
 KC0046'COUNTY, IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF
 KC0046'SEC. 22, T 18 N, R 12 W, AT A FARMHOUSE OCCUPIED IN 1934 BY FRED
 KC0046'GUST, IN THE SOUTHEAST CORNER OF THE FRONT DOORYARD, 92.5 FEET
 KC0046'SOUTH OF A BLACK OAK TREE, 76.4 FEET SOUTHEAST OF THE SOUTHEAST
 KC0046'CORNER OF THE HOUSE, 54 FEET WEST OF THE CENTERLINE OF THE
 KC0046'HIGHWAY, AND 31.2 FEET NORTH OF THE SOUTH YARD FENCE.  A COPPER
 KC0046'BOLT, LEADED IN THE TOP OF A LIMESTONE SLAB ABOUT 4 FEET UNDER
 KC0046'GROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0045 ***********************************************************************
 KC0045  DESIGNATION -  25 CAP
 KC0045  PID         -  KC0045
 KC0045  STATE/COUNTY-  IL/CASS
 KC0045  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0045
 KC0045                         *CURRENT SURVEY CONTROL
 KC0045  ___________________________________________________________________
 KC0045* NAD 83(1986)-  39 59 38.     (N)    090 26 11.     (W)     SCALED    
 KC0045* NAVD 88     -       135.034  (meters)     443.02   (feet)  ADJUSTED  
 KC0045  ___________________________________________________________________
 KC0045  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KC0045  DYNAMIC HT  -         134.964 (meters)     442.79  (feet)  COMP
 KC0045  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 KC0045
 KC0045  VERT ORDER  -  FIRST     CLASS II
 KC0045
 KC0045.The horizontal coordinates were scaled from a topographic map and have
 KC0045.an estimated accuracy of +/- 6 seconds.
 KC0045
 KC0045.The orthometric height was determined by differential leveling
 KC0045.and adjusted by the National Geodetic Survey in June 1991..
 KC0045
 KC0045.The geoid height was determined by GEOID03.
 KC0045
 KC0045.The dynamic height is computed by dividing the NAVD 88
 KC0045.geopotential number by the normal gravity value computed on the
 KC0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0045.degrees latitude (g = 980.6199 gals.).
 KC0045
 KC0045.The modeled gravity was interpolated from observed gravity values.
 KC0045
 KC0045;                    North         East    Units  Estimated Accuracy
 KC0045;SPC IL W     -   369,340.      676,970.      MT  (+/- 180 meters Scaled)
 KC0045
 KC0045                          SUPERSEDED SURVEY CONTROL
 KC0045
 KC0045  NGVD 29 (??/??/92)  135.146  (m)          443.39   (f) ADJ UNCH    1 2
 KC0045
 KC0045.Superseded values are not recommended for survey control.
 KC0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0045.See file dsdata.txt to determine how the superseded data were derived.
 KC0045
 KC0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE188302(NAD 83)
 KC0045_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0045_STAMPING: ELEV 450.75 FT MEMPHIS DATUM
 KC0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0045
 KC0045  HISTORY     - Date     Condition        Report By
 KC0045  HISTORY     - UNK      MONUMENTED       DOD
 KC0045  HISTORY     - 1961     GOOD             NGS
 KC0045
 KC0045                          STATION DESCRIPTION
 KC0045
 KC0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0045'0.8 MI S FROM BEARDSTOWN.
 KC0045'ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 KC0045'WITH U.S. HIGHWAY 67 AT BEARDSTOWN, AT THE INSIDE OF A LONG
 KC0045'CURVE, IN SECTION S 22 T 18 N R 12 W, AT THE SOUTHEAST CORNER OF
 KC0045'A YARD, 66 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 76 FEET
 KC0045'SOUTHEAST OF THE SOUTHEAST CORNER OF A BROWN HOUSE, 30 FEET
 KC0045'EAST OF A 20-INCH ELM TREE, 4 1/2 FEET SOUTHWEST OF A 6-INCH
 KC0045'CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0919 ***********************************************************************
 NH0919  DESIGNATION -  25 MDD
 NH0919  PID         -  NH0919
 NH0919  STATE/COUNTY-  IL/JO DAVIESS
 NH0919  USGS QUAD   -  KENT (1971)
 NH0919
 NH0919                         *CURRENT SURVEY CONTROL
 NH0919  ___________________________________________________________________
 NH0919* NAD 83(1986)-  42 20 32.     (N)    089 58 51.     (W)     SCALED    
 NH0919* NAVD 88     -       289.314  (meters)     949.19   (feet)  ADJUSTED  
 NH0919  ___________________________________________________________________
 NH0919  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NH0919  DYNAMIC HT  -         289.218 (meters)     948.88  (feet)  COMP
 NH0919  MODELED GRAV-     980,280.1   (mgal)                       NAVD 88
 NH0919
 NH0919  VERT ORDER  -  THIRD
 NH0919
 NH0919.The horizontal coordinates were scaled from a topographic map and have
 NH0919.an estimated accuracy of +/- 6 seconds.
 NH0919
 NH0919.The orthometric height was determined by differential leveling
 NH0919.and adjusted by the National Geodetic Survey in June 1991..
 NH0919
 NH0919.The geoid height was determined by GEOID03.
 NH0919
 NH0919.The dynamic height is computed by dividing the NAVD 88
 NH0919.geopotential number by the normal gravity value computed on the
 NH0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0919.degrees latitude (g = 980.6199 gals.).
 NH0919
 NH0919.The modeled gravity was interpolated from observed gravity values.
 NH0919
 NH0919;                    North         East    Units  Estimated Accuracy
 NH0919;SPC IL W     -   630,110.      715,310.      MT  (+/- 180 meters Scaled)
 NH0919
 NH0919                          SUPERSEDED SURVEY CONTROL
 NH0919
 NH0919.No superseded survey control is available for this station.
 NH0919
 NH0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM544920(NAD 83)
 NH0919_MARKER: DB = BENCH MARK DISK
 NH0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0919_SP_SET: CONCRETE POST
 NH0919_STAMPING: 25 MDD 1967
 NH0919_MARK LOGO: USGS  
 NH0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0919+STABILITY: SURFACE MOTION
 NH0919
 NH0919  HISTORY     - Date     Condition        Report By
 NH0919  HISTORY     - 1967     MONUMENTED       USGS
 NH0919  HISTORY     - 19961221 GOOD             USPSQD
 NH0919
 NH0919                          STATION DESCRIPTION
 NH0919
 NH0919'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NH0919'2.6 KM (1.60 MI) ESE FROM STOCKTON.
 NH0919'1.0 MI SOUTH AND 1.3 MI EAST FROM THE JCT. OF HWYS. 20 AND 78 AT
 NH0919'STOCKTON.  NEAR THE CORNER OF SECS. 7, 12, 13 AND 18, T. 27 N., RS.
 NH0919'4 AND 5 E., 65 FT NORTH, 54 FT WEST, AND 1.1 FT HIGHER THAN CENTER OF
 NH0919'N.-S. GRAVEL RD. AT THE CROSSING OF THE GREAT WESTERN RR.  13 FT WEST
 NH0919'OF CORNER FENCE POST, 1.5 FT SOUTH OF RIGHT-OF-WAY FENCE AND 0.5 FT
 NH0919'SOUTH OF A WITNESS SIGN.  IN THE TOP OF A CONCRETE POST, STANDARD
 NH0919'TABLET STAMPED 25 MDD 1967
 NH0919
 NH0919                          STATION RECOVERY (1996)
 NH0919
 NH0919'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0170 ***********************************************************************
 LD0170  DESIGNATION -  26
 LD0170  PID         -  LD0170
 LD0170  STATE/COUNTY-  IL/CASS
 LD0170  USGS QUAD   -  BEARDSTOWN (1981)
 LD0170
 LD0170                         *CURRENT SURVEY CONTROL
 LD0170  ___________________________________________________________________
 LD0170* NAD 83(1986)-  40 00 56.     (N)    090 25 56.     (W)     SCALED    
 LD0170* NAVD 88     -       135.193  (meters)     443.55   (feet)  ADJUSTED  
 LD0170  ___________________________________________________________________
 LD0170  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0170  DYNAMIC HT  -         135.122 (meters)     443.31  (feet)  COMP
 LD0170  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 LD0170
 LD0170  VERT ORDER  -  FIRST     CLASS II
 LD0170
 LD0170.The horizontal coordinates were scaled from a topographic map and have
 LD0170.an estimated accuracy of +/- 6 seconds.
 LD0170
 LD0170.The orthometric height was determined by differential leveling
 LD0170.and adjusted by the National Geodetic Survey in June 1991..
 LD0170
 LD0170.The geoid height was determined by GEOID03.
 LD0170
 LD0170.The dynamic height is computed by dividing the NAVD 88
 LD0170.geopotential number by the normal gravity value computed on the
 LD0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0170.degrees latitude (g = 980.6199 gals.).
 LD0170
 LD0170.The modeled gravity was interpolated from observed gravity values.
 LD0170
 LD0170;                    North         East    Units  Estimated Accuracy
 LD0170;SPC IL W     -   371,750.      677,330.      MT  (+/- 180 meters Scaled)
 LD0170
 LD0170                          SUPERSEDED SURVEY CONTROL
 LD0170
 LD0170  NGVD 29 (??/??/92)  135.304  (m)          443.91   (f) ADJ UNCH    1 2
 LD0170
 LD0170.Superseded values are not recommended for survey control.
 LD0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0170.See file dsdata.txt to determine how the superseded data were derived.
 LD0170
 LD0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE191326(NAD 83)
 LD0170_MARKER: B = BOLT
 LD0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0170
 LD0170  HISTORY     - Date     Condition        Report By
 LD0170  HISTORY     - UNK      MONUMENTED       DOD
 LD0170  HISTORY     - 1961     GOOD             NGS
 LD0170
 LD0170                          STATION DESCRIPTION
 LD0170
 LD0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0170'AT BEARDSTOWN.
 LD0170'AT BEARDSTOWN, AT THE INTERSECTION OF MAIN AND WASHINGTON STREET,
 LD0170'ON TOP OF THE STONE STEP AT THE ENTRANCE TO YATES RESTAURANT,
 LD0170'(FORMERLY THE ODD FELLOW BUILDING), 15.7 FEET NORTHEAST OF THE
 LD0170'NORTHEAST CURB OF WASHINGTON STREET, 14.8 FEET SOUTHEAST OF THE
 LD0170'SOUTHEAST CURB OF MAIN STREET, 0.4 FOOT SOUTH OF THE NORTH EDGE
 LD0170'OF STEP AND 0.5 FOOT EAST OF THE EAST EDGE OF STEP.  THE BOLT IS
 LD0170'SURROUNDED BY THE LETTERS USPBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0922 ***********************************************************************
 NH0922  DESIGNATION -  26 MDD
 NH0922  PID         -  NH0922
 NH0922  STATE/COUNTY-  IL/JO DAVIESS
 NH0922  USGS QUAD   -  KENT (1971)
 NH0922
 NH0922                         *CURRENT SURVEY CONTROL
 NH0922  ___________________________________________________________________
 NH0922* NAD 83(1986)-  42 19 36.     (N)    089 59 41.     (W)     SCALED    
 NH0922* NAVD 88     -       291.125  (meters)     955.13   (feet)  ADJUSTED  
 NH0922  ___________________________________________________________________
 NH0922  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NH0922  DYNAMIC HT  -         291.028 (meters)     954.81  (feet)  COMP
 NH0922  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 NH0922
 NH0922  VERT ORDER  -  THIRD
 NH0922
 NH0922.The horizontal coordinates were scaled from a topographic map and have
 NH0922.an estimated accuracy of +/- 6 seconds.
 NH0922
 NH0922.The orthometric height was determined by differential leveling
 NH0922.and adjusted by the National Geodetic Survey in June 1991..
 NH0922
 NH0922.The geoid height was determined by GEOID03.
 NH0922
 NH0922.The dynamic height is computed by dividing the NAVD 88
 NH0922.geopotential number by the normal gravity value computed on the
 NH0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0922.degrees latitude (g = 980.6199 gals.).
 NH0922
 NH0922.The modeled gravity was interpolated from observed gravity values.
 NH0922
 NH0922;                    North         East    Units  Estimated Accuracy
 NH0922;SPC IL W     -   628,380.      714,170.      MT  (+/- 180 meters Scaled)
 NH0922
 NH0922                          SUPERSEDED SURVEY CONTROL
 NH0922
 NH0922.No superseded survey control is available for this station.
 NH0922
 NH0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM532903(NAD 83)
 NH0922_MARKER: DB = BENCH MARK DISK
 NH0922_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NH0922+WITH SETTING: PAVEMENT
 NH0922_SP_SET: CONCRETE BASE OF GAS PUMP
 NH0922_STAMPING: 26 MDD 1967
 NH0922_MARK LOGO: USGS  
 NH0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0922+STABILITY: SURFACE MOTION
 NH0922
 NH0922  HISTORY     - Date     Condition        Report By
 NH0922  HISTORY     - 1967     MONUMENTED       USGS
 NH0922  HISTORY     - 19961221 MARK NOT FOUND   USPSQD
 NH0922
 NH0922                          STATION DESCRIPTION
 NH0922
 NH0922'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NH0922'3.4 KM (2.10 MI) SSE FROM STOCKTON.
 NH0922'2.0 MI SOUTH AND 0.6 MI EAST OF THE JCT. OF HWYS. 20 AND 78 AT STOCK-
 NH0922'TON.  AT THE STOCKTON AIRPORT.  3 FT SOUTH AND 6 FT EAST OF THE SE
 NH0922'CORNER OF THE WEST HANGER, 1.3 FT NORTH OF A GAS PUMP, ON THE TOP OF
 NH0922'THE NE. CORNER OF A 5 FT BY 7 FT CONCRETE BLOCK.  ABOUT 2 FT ABOVE
 NH0922'GROUND,IN A DRILL HOLE, A STANDARD TABLET STAMPED 26 MDD 1967
 NH0922
 NH0922                          STATION RECOVERY (1996)
 NH0922
 NH0922'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0045 ***********************************************************************
 NH0045  DESIGNATION -  27 E
 NH0045  PID         -  NH0045
 NH0045  STATE/COUNTY-  IL/COOK
 NH0045  USGS QUAD   -  STREAMWOOD (1993)
 NH0045
 NH0045                         *CURRENT SURVEY CONTROL
 NH0045  ___________________________________________________________________
 NH0045* NAD 83(1986)-  42 00 32.     (N)    088 12 12.     (W)     SCALED    
 NH0045* NAVD 88     -       244.007  (meters)     800.55   (feet)  ADJUSTED  
 NH0045  ___________________________________________________________________
 NH0045  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0045  DYNAMIC HT  -         243.923 (meters)     800.27  (feet)  COMP
 NH0045  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 NH0045
 NH0045  VERT ORDER  -  FIRST     CLASS I
 NH0045
 NH0045.The horizontal coordinates were scaled from a topographic map and have
 NH0045.an estimated accuracy of +/- 6 seconds.
 NH0045
 NH0045.The orthometric height was determined by differential leveling
 NH0045.and adjusted by the National Geodetic Survey in June 1991..
 NH0045.WARNING-Repeat measurements at this control monument indicate possible
 NH0045.vertical movement.
 NH0045
 NH0045.The geoid height was determined by GEOID03.
 NH0045
 NH0045.The dynamic height is computed by dividing the NAVD 88
 NH0045.geopotential number by the normal gravity value computed on the
 NH0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0045.degrees latitude (g = 980.6199 gals.).
 NH0045
 NH0045.The modeled gravity was interpolated from observed gravity values.
 NH0045
 NH0045;                    North         East    Units  Estimated Accuracy
 NH0045;SPC IL E     -   593,100.      310,770.      MT  (+/- 180 meters Scaled)
 NH0045
 NH0045                          SUPERSEDED SURVEY CONTROL
 NH0045
 NH0045  NGVD 29 (??/??/92)  244.087  (m)          800.81   (f) ADJ UNCH    1 1
 NH0045
 NH0045.Superseded values are not recommended for survey control.
 NH0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0045.See file dsdata.txt to determine how the superseded data were derived.
 NH0045
 NH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM003514(NAD 83)
 NH0045_MARKER: B = BOLT
 NH0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0045+STABILITY: SURFACE MOTION
 NH0045
 NH0045  HISTORY     - Date     Condition        Report By
 NH0045  HISTORY     - UNK      MONUMENTED       IL-031
 NH0045  HISTORY     - 1969     GOOD             NGS
 NH0045  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0045
 NH0045                          STATION DESCRIPTION
 NH0045
 NH0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0045'1.9 MI NW FROM BARTLETT.
 NH0045'ABOUT 0.8 MILE NORTH ALONG OAK AVENUE FROM THE CHICAGO,
 NH0045'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT BARTLETT,
 NH0045'THENCE 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 20, AT THE WEST
 NH0045'END OF THE HIGHWAY OVERPASS FOR STATE HIGHWAY 59, 26 1/2 FEET
 NH0045'NORTH OF THE CENTER LINE OF THE U.S. HIGHWAY, 35 FEET EAST OF THE
 NH0045'CENTER LINE OF A PAVED ROAD, 2.8 FEET WEST OF THE WEST END OF
 NH0045'THE CONCRETE BASE FOR THE NORTH GUARD RAIL ON THE BRIDGE, ABOUT
 NH0045'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 NH0045'POST WHICH IS ENCASED IN A 6-INCH SQUARE IRON BOX WITH AN IRON
 NH0045'LID ON WHICH IS INSCRIBED COOK COUNTY HWY. DEPT. BENCH MARK
 NH0045'HANOVER TOWNSHIP 27 E.  SEC 28, T41N, R 9E.
 NH0045
 NH0045                          STATION RECOVERY (1987)
 NH0045
 NH0045'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0682 ***********************************************************************
 NJ0682  DESIGNATION -  27 MDD
 NJ0682  PID         -  NJ0682
 NJ0682  STATE/COUNTY-  IL/JO DAVIESS
 NJ0682  USGS QUAD   -  STOCKTON (1968)
 NJ0682
 NJ0682                         *CURRENT SURVEY CONTROL
 NJ0682  ___________________________________________________________________
 NJ0682* NAD 83(1986)-  42 18 48.     (N)    090 00 37.     (W)     SCALED    
 NJ0682* NAVD 88     -       245.991  (meters)     807.06   (feet)  ADJUSTED  
 NJ0682  ___________________________________________________________________
 NJ0682  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NJ0682  DYNAMIC HT  -         245.911 (meters)     806.79  (feet)  COMP
 NJ0682  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 NJ0682
 NJ0682  VERT ORDER  -  THIRD
 NJ0682
 NJ0682.The horizontal coordinates were scaled from a topographic map and have
 NJ0682.an estimated accuracy of +/- 6 seconds.
 NJ0682
 NJ0682.The orthometric height was determined by differential leveling
 NJ0682.and adjusted by the National Geodetic Survey in June 1991..
 NJ0682
 NJ0682.The geoid height was determined by GEOID03.
 NJ0682
 NJ0682.The dynamic height is computed by dividing the NAVD 88
 NJ0682.geopotential number by the normal gravity value computed on the
 NJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0682.degrees latitude (g = 980.6199 gals.).
 NJ0682
 NJ0682.The modeled gravity was interpolated from observed gravity values.
 NJ0682
 NJ0682;                    North         East    Units  Estimated Accuracy
 NJ0682;SPC IL W     -   626,900.      712,890.      MT  (+/- 180 meters Scaled)
 NJ0682
 NJ0682                          SUPERSEDED SURVEY CONTROL
 NJ0682
 NJ0682.No superseded survey control is available for this station.
 NJ0682
 NJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG463888(NAD 83)
 NJ0682_MARKER: DB = BENCH MARK DISK
 NJ0682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ0682_SP_SET: CONCRETE HEADWALL
 NJ0682_STAMPING: 27 MDD 1967
 NJ0682_MARK LOGO: USGS  
 NJ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0682+STABILITY: SURFACE MOTION
 NJ0682
 NJ0682  HISTORY     - Date     Condition        Report By
 NJ0682  HISTORY     - 1967     MONUMENTED       USGS
 NJ0682  HISTORY     - 19961221 MARK NOT FOUND   USPSQD
 NJ0682
 NJ0682                          STATION DESCRIPTION
 NJ0682
 NJ0682'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NJ0682'4.8 KM (3.00 MI) SOUTH FROM STOCKTON.
 NJ0682'STOCKTON, AT THE JUNCTION OF HWYS. 20 AND 78 SOUTH, 3.0 MI SOUTH AND
 NJ0682'0.2 MI WEST OF, ABOUT 0.1 MI WEST OF THE QUARTER CORNER BETWEEN SECS.
 NJ0682'23 AND 26, T. 27 N., R. 4 E., 10 FT NORTH, 170 FT WEST AND 2.0 FT
 NJ0682'HIGHER THAN HWY. 78 AT EAST-WEST RD. CROSSING, ON TOP OF THE EAST END
 NJ0682'OF THE NORTH HEADWALL OF A 16 FT BOX CULVERT, IN DRILL HOLE, A
 NJ0682'STANDARD TABLET STAMPED 27 MDD 1967
 NJ0682
 NJ0682                          STATION RECOVERY (1996)
 NJ0682
 NJ0682'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0681 ***********************************************************************
 NJ0681  DESIGNATION -  27 MDD RM
 NJ0681  PID         -  NJ0681
 NJ0681  STATE/COUNTY-  IL/JO DAVIESS
 NJ0681  USGS QUAD   -  STOCKTON (1968)
 NJ0681
 NJ0681                         *CURRENT SURVEY CONTROL
 NJ0681  ___________________________________________________________________
 NJ0681* NAD 83(1986)-  42 18 49.     (N)    090 00 35.     (W)     SCALED    
 NJ0681* NAVD 88     -       245.811  (meters)     806.46   (feet)  ADJUSTED  
 NJ0681  ___________________________________________________________________
 NJ0681  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NJ0681  DYNAMIC HT  -         245.730 (meters)     806.20  (feet)  COMP
 NJ0681  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 NJ0681
 NJ0681  VERT ORDER  -  THIRD
 NJ0681
 NJ0681.The horizontal coordinates were scaled from a topographic map and have
 NJ0681.an estimated accuracy of +/- 6 seconds.
 NJ0681
 NJ0681.The orthometric height was determined by differential leveling
 NJ0681.and adjusted by the National Geodetic Survey in June 1991..
 NJ0681
 NJ0681.The geoid height was determined by GEOID03.
 NJ0681
 NJ0681.The dynamic height is computed by dividing the NAVD 88
 NJ0681.geopotential number by the normal gravity value computed on the
 NJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0681.degrees latitude (g = 980.6199 gals.).
 NJ0681
 NJ0681.The modeled gravity was interpolated from observed gravity values.
 NJ0681
 NJ0681;                    North         East    Units  Estimated Accuracy
 NJ0681;SPC IL W     -   626,930.      712,940.      MT  (+/- 180 meters Scaled)
 NJ0681
 NJ0681                          SUPERSEDED SURVEY CONTROL
 NJ0681
 NJ0681.No superseded survey control is available for this station.
 NJ0681
 NJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG464889(NAD 83)
 NJ0681_MARKER: Q = CHISELED SQUARE
 NJ0681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ0681_SP_SET: CONCRETE HEADWALL
 NJ0681_MARK LOGO: NONE  
 NJ0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0681+STABILITY: SURFACE MOTION
 NJ0681
 NJ0681  HISTORY     - Date     Condition        Report By
 NJ0681  HISTORY     - 1967     MONUMENTED       USGS
 NJ0681  HISTORY     - 19961221 MARK NOT FOUND   USPSQD
 NJ0681
 NJ0681                          STATION DESCRIPTION
 NJ0681
 NJ0681'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NJ0681'4.8 KM (3.00 MI) SOUTH FROM STOCKTON.
 NJ0681'160 FT EAST OF TABLET, 33 FT NORTH AND 25 FT WEST OF HWY. 78 AT EAST-
 NJ0681'WEST GRAVEL RD. CROSSING, ON TOP OF AND NEAR THE CENTER OF THE WEST
 NJ0681'HEADWALL OF A 3 FT CONCRETE BOX CULVERT, A CHISELED SQUARE
 NJ0681
 NJ0681                          STATION RECOVERY (1996)
 NJ0681
 NJ0681'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0679 ***********************************************************************
 NH0679  DESIGNATION -  27 WA USGS
 NH0679  PID         -  NH0679
 NH0679  STATE/COUNTY-  IL/CARROLL
 NH0679  USGS QUAD   -  LANARK (1985)
 NH0679
 NH0679                         *CURRENT SURVEY CONTROL
 NH0679  ___________________________________________________________________
 NH0679* NAD 83(1986)-  42 06 53.     (N)    089 48 11.     (W)     SCALED    
 NH0679* NAVD 88     -       254.199  (meters)     833.98   (feet)  ADJUSTED  
 NH0679  ___________________________________________________________________
 NH0679  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NH0679  DYNAMIC HT  -         254.112 (meters)     833.70  (feet)  COMP
 NH0679  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 NH0679
 NH0679  VERT ORDER  -  SECOND    CLASS 0
 NH0679
 NH0679.The horizontal coordinates were scaled from a topographic map and have
 NH0679.an estimated accuracy of +/- 6 seconds.
 NH0679
 NH0679.The orthometric height was determined by differential leveling
 NH0679.and adjusted by the National Geodetic Survey in June 1991..
 NH0679
 NH0679.The geoid height was determined by GEOID03.
 NH0679
 NH0679.The dynamic height is computed by dividing the NAVD 88
 NH0679.geopotential number by the normal gravity value computed on the
 NH0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0679.degrees latitude (g = 980.6199 gals.).
 NH0679
 NH0679.The modeled gravity was interpolated from observed gravity values.
 NH0679
 NH0679;                    North         East    Units  Estimated Accuracy
 NH0679;SPC IL W     -   604,890.      730,070.      MT  (+/- 180 meters Scaled)
 NH0679
 NH0679                          SUPERSEDED SURVEY CONTROL
 NH0679
 NH0679  NGVD 29 (??/??/92)  254.255  (m)          834.17   (f) ADJ UNCH    2 0
 NH0679
 NH0679.Superseded values are not recommended for survey control.
 NH0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0679.See file dsdata.txt to determine how the superseded data were derived.
 NH0679
 NH0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM682663(NAD 83)
 NH0679_MARKER: DD = SURVEY DISK
 NH0679_SETTING: 0 = UNSPECIFIED SETTING
 NH0679_STAMPING: 27 WA 1934
 NH0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0679
 NH0679  HISTORY     - Date     Condition        Report By
 NH0679  HISTORY     - 1934     MONUMENTED       USGS
 NH0679  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 NH0679  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NH0679  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 NH0679
 NH0679                          STATION DESCRIPTION
 NH0679
 NH0679'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 NH0679'2 MI E FROM LANARK.
 NH0679'2.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0679'PACIFIC RAILROAD FROM THE EXCHANGE STATE BANK AT LANARK, CARROLL
 NH0679'COUNTY, AT A ROAD CROSSING, 36 FEET SOUTH OF THE CENTERLINE OF
 NH0679'THE SOUTH TRACK, AND 25 FEET WEST OF THE CENTERLINE OF THE
 NH0679'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 NH0679'27 WA 1934.  NOTE-- A NEW POWER POLE HAS BEEN CONSTRUCTED
 NH0679'IN THE IMMEDIATE VICINITY OF THE MARK.  ANOTHER USGS SURVEY
 NH0679'MARK STAMPED 27 WA 1927 ILL 834 WAS FOUND IN THE IMMEDIATE
 NH0679'VICINITY.  THE DIFFERENCE IN ELEVATION INDICATES THIS WAS
 NH0679'NOT THE OLD MARK.
 NH0679
 NH0679                          STATION RECOVERY (1995)
 NH0679
 NH0679'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0679'MARK NOT FOUND.
 NH0679
 NH0679                          STATION RECOVERY (2001)
 NH0679
 NH0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0679'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0679
 NH0679                          STATION RECOVERY (2003)
 NH0679
 NH0679'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0180 ***********************************************************************
 LD0180  DESIGNATION -  28 BOLT
 LD0180  PID         -  LD0180
 LD0180  STATE/COUNTY-  IL/CASS
 LD0180  USGS QUAD   -  BEARDSTOWN (1981)
 LD0180
 LD0180                         *CURRENT SURVEY CONTROL
 LD0180  ___________________________________________________________________
 LD0180* NAD 83(1986)-  40 01 14.     (N)    090 23 49.     (W)     SCALED    
 LD0180* NAVD 88     -       135.615  (meters)     444.93   (feet)  ADJUSTED  
 LD0180  ___________________________________________________________________
 LD0180  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0180  DYNAMIC HT  -         135.544 (meters)     444.70  (feet)  COMP
 LD0180  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 LD0180
 LD0180  VERT ORDER  -  FIRST     CLASS II
 LD0180
 LD0180.The horizontal coordinates were scaled from a topographic map and have
 LD0180.an estimated accuracy of +/- 6 seconds.
 LD0180
 LD0180.The orthometric height was determined by differential leveling
 LD0180.and adjusted by the National Geodetic Survey in June 1991..
 LD0180
 LD0180.The geoid height was determined by GEOID03.
 LD0180
 LD0180.The dynamic height is computed by dividing the NAVD 88
 LD0180.geopotential number by the normal gravity value computed on the
 LD0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0180.degrees latitude (g = 980.6199 gals.).
 LD0180
 LD0180.The modeled gravity was interpolated from observed gravity values.
 LD0180
 LD0180;                    North         East    Units  Estimated Accuracy
 LD0180;SPC IL W     -   372,300.      680,340.      MT  (+/- 180 meters Scaled)
 LD0180
 LD0180                          SUPERSEDED SURVEY CONTROL
 LD0180
 LD0180  NGVD 29 (??/??/92)  135.728  (m)          445.30   (f) ADJ UNCH    1 2
 LD0180
 LD0180.Superseded values are not recommended for survey control.
 LD0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0180.See file dsdata.txt to determine how the superseded data were derived.
 LD0180
 LD0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE221332(NAD 83)
 LD0180_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0180
 LD0180  HISTORY     - Date     Condition        Report By
 LD0180  HISTORY     - UNK      MONUMENTED       DOD
 LD0180  HISTORY     - 1961     GOOD             NGS
 LD0180
 LD0180                          STATION DESCRIPTION
 LD0180
 LD0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0180'1.5 MI E FROM BEARDSTOWN.
 LD0180'ABOUT 1.5 MILES EAST ALONG THE CHANDLERVILLE ROAD FROM THE CROSSING
 LD0180'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT BEARDSTOWN, NEAR
 LD0180'THE MAIN ENTRANCE TO THE LUTHERAN CEMETERY, 28.5 FEET NORTH OF
 LD0180'THE CENTER LINE OF THE ROAD, 14 FEET WEST OF THE CENTER LINE OF
 LD0180'THE MAIN ENTRANCE TO THE CEMETERY, 17 1/2 FEET EAST OF A 40-INCH
 LD0180'OAK TREE, 2.2 FEET NORTH OF THE CEMETERY FENCE, 6 FEET SOUTHEAST
 LD0180'OF A POWER LINE POLE, 255 FEET WEST OF BENCH MARK R 244, A COPPER
 LD0180'BOLT ON TOP OF A LIMESTONE SLAB 4 FEET UNDERGROUND ACCESS TO WHICH
 LD0180'IS HAD THROUGH AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0179 ***********************************************************************
 LD0179  DESIGNATION -  28 CAP
 LD0179  PID         -  LD0179
 LD0179  STATE/COUNTY-  IL/CASS
 LD0179  USGS QUAD   -  BEARDSTOWN (1981)
 LD0179
 LD0179                         *CURRENT SURVEY CONTROL
 LD0179  ___________________________________________________________________
 LD0179* NAD 83(1986)-  40 01 14.     (N)    090 23 49.     (W)     SCALED    
 LD0179* NAVD 88     -       136.815  (meters)     448.87   (feet)  ADJUSTED  
 LD0179  ___________________________________________________________________
 LD0179  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0179  DYNAMIC HT  -         136.743 (meters)     448.63  (feet)  COMP
 LD0179  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 LD0179
 LD0179  VERT ORDER  -  FIRST     CLASS II
 LD0179
 LD0179.The horizontal coordinates were scaled from a topographic map and have
 LD0179.an estimated accuracy of +/- 6 seconds.
 LD0179
 LD0179.The orthometric height was determined by differential leveling
 LD0179.and adjusted by the National Geodetic Survey in June 1991..
 LD0179
 LD0179.The geoid height was determined by GEOID03.
 LD0179
 LD0179.The dynamic height is computed by dividing the NAVD 88
 LD0179.geopotential number by the normal gravity value computed on the
 LD0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0179.degrees latitude (g = 980.6199 gals.).
 LD0179
 LD0179.The modeled gravity was interpolated from observed gravity values.
 LD0179
 LD0179;                    North         East    Units  Estimated Accuracy
 LD0179;SPC IL W     -   372,300.      680,340.      MT  (+/- 180 meters Scaled)
 LD0179
 LD0179                          SUPERSEDED SURVEY CONTROL
 LD0179
 LD0179  NGVD 29 (??/??/92)  136.928  (m)          449.24   (f) ADJ UNCH    1 2
 LD0179
 LD0179.Superseded values are not recommended for survey control.
 LD0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0179.See file dsdata.txt to determine how the superseded data were derived.
 LD0179
 LD0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE221332(NAD 83)
 LD0179_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0179_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0179_STAMPING: ELEV 456.60 FT MEMPHIS DATUM 1903
 LD0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0179
 LD0179  HISTORY     - Date     Condition        Report By
 LD0179  HISTORY     - 1903     MONUMENTED       DOD
 LD0179  HISTORY     - 1961     GOOD             NGS
 LD0179
 LD0179                          STATION DESCRIPTION
 LD0179
 LD0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0179'1.5 MI E FROM BEARDSTOWN.
 LD0179'ABOUT 1.5 MILES EAST ALONG THE CHANDLERVILLE ROAD FROM THE CROSSING
 LD0179'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT BEARDSTOWN, NEAR
 LD0179'THE MAIN ENTRANCE TO THE LUTHERAN CEMETERY, 28.5 FEET NORTH OF
 LD0179'THE CENTER LINE OF THE ROAD, 14 FEET WEST OF THE CENTER LINE OF THE
 LD0179'MAIN ENTRANCE TO THE CEMETERY, 17 1/2 FEET EAST OF A 40-INCH OAK
 LD0179'TREE, 2.2 FEET NORTH OF THE CEMETERY FENCE, 6 FEET SOUTHEAST OF A
 LD0179'POWER LINE POLE, 255 FEET WEST OF BENCH MARK R 244.  NOTE-- THE
 LD0179'CAP IS AN ILLINOIS RIVER SURVEY CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0684 ***********************************************************************
 NJ0684  DESIGNATION -  28 MDD
 NJ0684  PID         -  NJ0684
 NJ0684  STATE/COUNTY-  IL/JO DAVIESS
 NJ0684  USGS QUAD   -  STOCKTON (1968)
 NJ0684
 NJ0684                         *CURRENT SURVEY CONTROL
 NJ0684  ___________________________________________________________________
 NJ0684* NAD 83(1986)-  42 16 59.     (N)    090 01 23.     (W)     SCALED    
 NJ0684* NAVD 88     -       226.119  (meters)     741.86   (feet)  ADJUSTED  
 NJ0684  ___________________________________________________________________
 NJ0684  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NJ0684  DYNAMIC HT  -         226.045 (meters)     741.62  (feet)  COMP
 NJ0684  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NJ0684
 NJ0684  VERT ORDER  -  THIRD
 NJ0684
 NJ0684.The horizontal coordinates were scaled from a topographic map and have
 NJ0684.an estimated accuracy of +/- 6 seconds.
 NJ0684
 NJ0684.The orthometric height was determined by differential leveling
 NJ0684.and adjusted by the National Geodetic Survey in June 1991..
 NJ0684
 NJ0684.The geoid height was determined by GEOID03.
 NJ0684
 NJ0684.The dynamic height is computed by dividing the NAVD 88
 NJ0684.geopotential number by the normal gravity value computed on the
 NJ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0684.degrees latitude (g = 980.6199 gals.).
 NJ0684
 NJ0684.The modeled gravity was interpolated from observed gravity values.
 NJ0684
 NJ0684;                    North         East    Units  Estimated Accuracy
 NJ0684;SPC IL W     -   623,530.      711,850.      MT  (+/- 180 meters Scaled)
 NJ0684
 NJ0684                          SUPERSEDED SURVEY CONTROL
 NJ0684
 NJ0684.No superseded survey control is available for this station.
 NJ0684
 NJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG454854(NAD 83)
 NJ0684_MARKER: DB = BENCH MARK DISK
 NJ0684_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ0684_SP_SET: CONCRETE HEADWALL
 NJ0684_STAMPING: 28 MDD 1967
 NJ0684_MARK LOGO: USGS  
 NJ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0684+STABILITY: SURFACE MOTION
 NJ0684
 NJ0684  HISTORY     - Date     Condition        Report By
 NJ0684  HISTORY     - 1967     MONUMENTED       USGS
 NJ0684  HISTORY     - 19961221 MARK NOT FOUND   USPSQD
 NJ0684
 NJ0684                          STATION DESCRIPTION
 NJ0684
 NJ0684'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NJ0684'8.2 KM (5.10 MI) SSW FROM STOCKTON.
 NJ0684'STOCKTON, AT THE JUNCTION OF HWYS. 20 AND 78 SOUTH, 5.0 MI SOUTH AND
 NJ0684'0.8 MI WEST OF, IN THE NORTHEAST CORNER OF SECTION OF 3, T. 26 N.,
 NJ0684'R. 4 E., 6 FT SE. AND 1.1 FT HIGHER THAN CENTER OF HWY. 78 AT A CON-
 NJ0684'CRETE CULVERT, 17 FT EAST OF HWY. AT CULVERT, 155 FT SW OF A FENCE
 NJ0684'CORNER, TOP OF SW. END OF SE. HEADWALL OF CONCRETE BOX CULVERT, IN
 NJ0684'DRILL HOLE, A STANDARD TABLET STAMPED 28 MDD 1967
 NJ0684
 NJ0684                          STATION RECOVERY (1996)
 NJ0684
 NJ0684'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0361 ***********************************************************************
 MF0361  DESIGNATION -  28 W
 MF0361  PID         -  MF0361
 MF0361  STATE/COUNTY-  IL/LIVINGSTON
 MF0361  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0361
 MF0361                         *CURRENT SURVEY CONTROL
 MF0361  ___________________________________________________________________
 MF0361* NAD 83(1986)-  41 02 20.     (N)    088 52 20.     (W)     SCALED    
 MF0361* NAVD 88     -       190.555  (meters)     625.18   (feet)  ADJUSTED  
 MF0361  ___________________________________________________________________
 MF0361  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MF0361  DYNAMIC HT  -         190.476 (meters)     624.92  (feet)  COMP
 MF0361  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 MF0361
 MF0361  VERT ORDER  -  SECOND    CLASS 0
 MF0361
 MF0361.The horizontal coordinates were scaled from a topographic map and have
 MF0361.an estimated accuracy of +/- 6 seconds.
 MF0361
 MF0361.The orthometric height was determined by differential leveling
 MF0361.and adjusted by the National Geodetic Survey in June 1991..
 MF0361
 MF0361.The geoid height was determined by GEOID03.
 MF0361
 MF0361.The dynamic height is computed by dividing the NAVD 88
 MF0361.geopotential number by the normal gravity value computed on the
 MF0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0361.degrees latitude (g = 980.6199 gals.).
 MF0361
 MF0361.The modeled gravity was interpolated from observed gravity values.
 MF0361
 MF0361;                    North         East    Units  Estimated Accuracy
 MF0361;SPC IL E     -   485,500.      254,690.      MT  (+/- 180 meters Scaled)
 MF0361
 MF0361                          SUPERSEDED SURVEY CONTROL
 MF0361
 MF0361  NGVD 29 (??/??/92)  190.613  (m)          625.37   (f) ADJ UNCH    2 0
 MF0361
 MF0361.Superseded values are not recommended for survey control.
 MF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0361.See file dsdata.txt to determine how the superseded data were derived.
 MF0361
 MF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL426447(NAD 83)
 MF0361_MARKER: DD = SURVEY DISK
 MF0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0361_SP_SET: BRIDGE
 MF0361_STAMPING: 28 W 1924
 MF0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0361
 MF0361  HISTORY     - Date     Condition        Report By
 MF0361  HISTORY     - 1924     MONUMENTED       USGS
 MF0361  HISTORY     - 1935     GOOD             NGS
 MF0361
 MF0361                          STATION DESCRIPTION
 MF0361
 MF0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MF0361'AT ANCONA.
 MF0361'AT ANCONA, LIVINGSTON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 MF0361'FE RAILWAY, 3 POLES WEST OF MILEPOST 96, 525 FEET NORTH OF THE
 MF0361'CENTERLINE OF THE NORTH TRACK, AT A 30-FOOT CONCRETE DECK
 MF0361'HIGHWAY BRIDGE, IN THE TOP OF THE NORTHEAST CONCRETE WING WALL,
 MF0361'13 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 MF0361'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MF0361'STAMPED 28 W 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0461 ***********************************************************************
 MF0461  DESIGNATION -  28 W
 MF0461  PID         -  MF0461
 MF0461  STATE/COUNTY-  IL/DE KALB
 MF0461  USGS QUAD   -  DE KALB (1980)
 MF0461
 MF0461                         *CURRENT SURVEY CONTROL
 MF0461  ___________________________________________________________________
 MF0461* NAD 83(1986)-  41 55 50.     (N)    088 45 14.     (W)     SCALED    
 MF0461* NAVD 88     -       267.698  (meters)     878.27   (feet)  ADJUSTED  
 MF0461  ___________________________________________________________________
 MF0461  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0461  DYNAMIC HT  -         267.604 (meters)     877.96  (feet)  COMP
 MF0461  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 MF0461
 MF0461  VERT ORDER  -  SECOND    CLASS 0
 MF0461
 MF0461.The horizontal coordinates were scaled from a topographic map and have
 MF0461.an estimated accuracy of +/- 6 seconds.
 MF0461
 MF0461.The orthometric height was determined by differential leveling
 MF0461.and adjusted by the National Geodetic Survey in June 1991..
 MF0461
 MF0461.The geoid height was determined by GEOID03.
 MF0461
 MF0461.The dynamic height is computed by dividing the NAVD 88
 MF0461.geopotential number by the normal gravity value computed on the
 MF0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0461.degrees latitude (g = 980.6199 gals.).
 MF0461
 MF0461.The modeled gravity was interpolated from observed gravity values.
 MF0461
 MF0461;                    North         East    Units  Estimated Accuracy
 MF0461;SPC IL E     -   584,480.      265,120.      MT  (+/- 180 meters Scaled)
 MF0461
 MF0461                          SUPERSEDED SURVEY CONTROL
 MF0461
 MF0461  NGVD 29 (??/??/92)  267.742  (m)          878.42   (f) ADJ UNCH    2 0
 MF0461
 MF0461.Superseded values are not recommended for survey control.
 MF0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0461.See file dsdata.txt to determine how the superseded data were derived.
 MF0461
 MF0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM545435(NAD 83)
 MF0461_MARKER: DD = SURVEY DISK
 MF0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0461_SP_SET: PEDESTAL
 MF0461_STAMPING: ILL 28 W 1923
 MF0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0461
 MF0461  HISTORY     - Date     Condition        Report By
 MF0461  HISTORY     - 1923     MONUMENTED       CGS
 MF0461  HISTORY     - 1935     GOOD             NGS
 MF0461  HISTORY     - 1987     GOOD             USPSQD
 MF0461  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF0461
 MF0461                          STATION DESCRIPTION
 MF0461
 MF0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MF0461'AT DE KALB.
 MF0461'AT DE KALB, DE KALB COUNTY, AT THE POST OFFICE, AT THE FRONT
 MF0461'ENTRANCE, IN THE TOP OF THE EAST SIDE OF THE SOUTHEAST LIMESTONE
 MF0461'LAMP PEDESTAL, AND ABOUT 3 FEET ABOVE THE WALK.  A UNITED STATES
 MF0461'GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILL 28 W 1923.
 MF0461
 MF0461                          STATION RECOVERY (1987)
 MF0461
 MF0461'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0461'RECOVERED IN GOOD CONDITION.
 MF0461
 MF0461                          STATION RECOVERY (1996)
 MF0461
 MF0461'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0508 ***********************************************************************
 NH0508  DESIGNATION -  28 W
 NH0508  PID         -  NH0508
 NH0508  STATE/COUNTY-  IL/OGLE
 NH0508  USGS QUAD   -  GERMAN VALLEY (1983)
 NH0508
 NH0508                         *CURRENT SURVEY CONTROL
 NH0508  ___________________________________________________________________
 NH0508* NAD 83(1986)-  42 07 49.     (N)    089 22 53.     (W)     SCALED    
 NH0508* NAVD 88     -       217.367  (meters)     713.14   (feet)  ADJUSTED  
 NH0508  ___________________________________________________________________
 NH0508  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NH0508  DYNAMIC HT  -         217.297 (meters)     712.92  (feet)  COMP
 NH0508  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 NH0508
 NH0508  VERT ORDER  -  FIRST     CLASS I
 NH0508
 NH0508.The horizontal coordinates were scaled from a topographic map and have
 NH0508.an estimated accuracy of +/- 6 seconds.
 NH0508
 NH0508.The orthometric height was determined by differential leveling
 NH0508.and adjusted by the National Geodetic Survey in June 1991..
 NH0508
 NH0508.The geoid height was determined by GEOID03.
 NH0508
 NH0508.The dynamic height is computed by dividing the NAVD 88
 NH0508.geopotential number by the normal gravity value computed on the
 NH0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0508.degrees latitude (g = 980.6199 gals.).
 NH0508
 NH0508.The modeled gravity was interpolated from observed gravity values.
 NH0508
 NH0508;                    North         East    Units  Estimated Accuracy
 NH0508;SPC IL W     -   606,850.      764,920.      MT  (+/- 180 meters Scaled)
 NH0508
 NH0508                          SUPERSEDED SURVEY CONTROL
 NH0508
 NH0508  NGVD 29 (??/??/92)  217.406  (m)          713.27   (f) ADJ UNCH    1 1
 NH0508
 NH0508.Superseded values are not recommended for survey control.
 NH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0508.See file dsdata.txt to determine how the superseded data were derived.
 NH0508
 NH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM031669(NAD 83)
 NH0508_MARKER: DD = SURVEY DISK
 NH0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0508_SP_SET: BRIDGE
 NH0508_STAMPING: PRIM TRAV STA NO 28 W 1921
 NH0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0508
 NH0508  HISTORY     - Date     Condition        Report By
 NH0508  HISTORY     - 1921     MONUMENTED       USGS
 NH0508  HISTORY     - 1970     GOOD             NGS
 NH0508  HISTORY     - 1987     GOOD             USPSQD
 NH0508  HISTORY     - 19960504 GOOD             USPSQD
 NH0508  HISTORY     - 20010806 GOOD             USPSQD
 NH0508  HISTORY     - 20041117 GOOD             USPSQD
 NH0508
 NH0508                          STATION DESCRIPTION
 NH0508
 NH0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0508'1.2 MI E FROM LEAF RIVER.
 NH0508'ABOUT 1.15 MILES EAST ALONG STATE HIGHWAY 72 FROM THE METHODIST
 NH0508'CHURCH AT LEAF RIVER, 0.1 MILE EAST OF A JUNCTION OF THE HIGHWAY
 NH0508'AND A GRAVELED ROAD WHICH CROSSES THE CHICAGO, MILWAUKEE, ST.
 NH0508'PAUL AND PACIFIC RAILROAD, 12 1/2 FEET SOUTH OF THE CENTER
 NH0508'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST CONCRETE
 NH0508'WING WALL OF A 33-FOOT CONCRETE HIGHWAY BRIDGE, 2 FEET EAST OF
 NH0508'THE SOUTHEAST CORNER OF THE BRIDGE, AND ABOUT LEVEL WITH THE
 NH0508'HIGHWAY.  SECTION 31, T 25 N, R 10 E.  NOTE-- THE STAMPING ON
 NH0508'THIS MARK HAS BEEN MUTILATED.  THE 8 IN 28 IS BARELY LEGIBLE.
 NH0508
 NH0508                          STATION RECOVERY (1987)
 NH0508
 NH0508'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0508'RECOVERED IN GOOD CONDITION.
 NH0508
 NH0508                          STATION RECOVERY (1996)
 NH0508
 NH0508'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0508'RECOVERED IN GOOD CONDITION.
 NH0508
 NH0508                          STATION RECOVERY (2001)
 NH0508
 NH0508'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0508'RECOVERED IN GOOD CONDITION.
 NH0508
 NH0508                          STATION RECOVERY (2004)
 NH0508
 NH0508'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1812 ***********************************************************************
 ME1812  DESIGNATION -  285
 ME1812  PID         -  ME1812
 ME1812  STATE/COUNTY-  IL/COOK
 ME1812  USGS QUAD   -  ENGLEWOOD (1997)
 ME1812
 ME1812                         *CURRENT SURVEY CONTROL
 ME1812  ___________________________________________________________________
 ME1812* NAD 83(1986)-  41 50 32.     (N)    087 39 09.     (W)     SCALED    
 ME1812* NAVD 88     -       180.315  (meters)     591.58   (feet)  ADJUSTED  
 ME1812  ___________________________________________________________________
 ME1812  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME1812  DYNAMIC HT  -         180.253 (meters)     591.38  (feet)  COMP
 ME1812  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 ME1812
 ME1812  VERT ORDER  -  FIRST     CLASS II
 ME1812
 ME1812.The horizontal coordinates were scaled from a topographic map and have
 ME1812.an estimated accuracy of +/- 6 seconds.
 ME1812
 ME1812.The orthometric height was determined by differential leveling
 ME1812.and adjusted by the National Geodetic Survey in June 1991..
 ME1812
 ME1812.The geoid height was determined by GEOID03.
 ME1812
 ME1812.The dynamic height is computed by dividing the NAVD 88
 ME1812.geopotential number by the normal gravity value computed on the
 ME1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1812.degrees latitude (g = 980.6199 gals.).
 ME1812
 ME1812.The modeled gravity was interpolated from observed gravity values.
 ME1812
 ME1812;                    North         East    Units  Estimated Accuracy
 ME1812;SPC IL E     -   574,800.      356,550.      MT  (+/- 180 meters Scaled)
 ME1812
 ME1812                          SUPERSEDED SURVEY CONTROL
 ME1812
 ME1812  NGVD 29 (??/??/92)  180.403  (m)          591.87   (f) ADJ UNCH    1 2
 ME1812
 ME1812.Superseded values are not recommended for survey control.
 ME1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1812.See file dsdata.txt to determine how the superseded data were derived.
 ME1812
 ME1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM458324(NAD 83)
 ME1812_MARKER: B = BOLT
 ME1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1812+STABILITY: SURFACE MOTION
 ME1812
 ME1812  HISTORY     - Date     Condition        Report By
 ME1812  HISTORY     - UNK      MONUMENTED       IL1670
 ME1812  HISTORY     - 1947     GOOD             NGS
 ME1812  HISTORY     - 1977     GOOD             NGS
 ME1812  HISTORY     - 1987     GOOD             USPSQD
 ME1812  HISTORY     - 1989     GOOD             USPSQD
 ME1812
 ME1812                          STATION DESCRIPTION
 ME1812
 ME1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1812'IN CHICAGO.
 ME1812'ON SOUTH THROOP STREET, 42 FEET WEST OF THE WEST CORNER OF A
 ME1812'BRICK CHURCH BUILDING AT 2859 SOUTH THROOP STREET, 56 FEET
 ME1812'SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE TO KOSCIOL SW.
 ME1812'BARBARY, 8 1/2 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 ME1812'NORTHEAST SIDE WALK ON THROOP STREET.  A 1/2 INCH COPPER BOLT IN
 ME1812'THE TOP OF A CONCRETE POST AND COVERED WITH A 10-INCH SQUARE
 ME1812'CAST IRON BOX THAT IS FLUSH WITH THE SIDE WALK.
 ME1812
 ME1812                          STATION RECOVERY (1977)
 ME1812
 ME1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1812'RECOVERED IN GOOD CONDITION.
 ME1812
 ME1812                          STATION RECOVERY (1987)
 ME1812
 ME1812'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1812'RECOVERED IN GOOD CONDITION.
 ME1812
 ME1812                          STATION RECOVERY (1989)
 ME1812
 ME1812'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0493 ***********************************************************************
 LD0493  DESIGNATION -  29
 LD0493  PID         -  LD0493
 LD0493  STATE/COUNTY-  IL/HANCOCK
 LD0493  USGS QUAD   -  DALLAS CITY (1975)
 LD0493
 LD0493                         *CURRENT SURVEY CONTROL
 LD0493  ___________________________________________________________________
 LD0493* NAD 83(1986)-  40 38 06.     (N)    091 10 38.     (W)     SCALED    
 LD0493* NAVD 88     -       160.351  (meters)     526.08   (feet)  ADJUSTED  
 LD0493  ___________________________________________________________________
 LD0493  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0493  DYNAMIC HT  -         160.273 (meters)     525.83  (feet)  COMP
 LD0493  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 LD0493
 LD0493  VERT ORDER  -  SECOND    CLASS 0
 LD0493
 LD0493.The horizontal coordinates were scaled from a topographic map and have
 LD0493.an estimated accuracy of +/- 6 seconds.
 LD0493
 LD0493.The orthometric height was determined by differential leveling
 LD0493.and adjusted by the National Geodetic Survey in June 1991..
 LD0493
 LD0493.The geoid height was determined by GEOID03.
 LD0493
 LD0493.The dynamic height is computed by dividing the NAVD 88
 LD0493.geopotential number by the normal gravity value computed on the
 LD0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0493.degrees latitude (g = 980.6199 gals.).
 LD0493
 LD0493.The modeled gravity was interpolated from observed gravity values.
 LD0493
 LD0493;                    North         East    Units  Estimated Accuracy
 LD0493;SPC IL W     -   440,990.      614,510.      MT  (+/- 180 meters Scaled)
 LD0493
 LD0493                          SUPERSEDED SURVEY CONTROL
 LD0493
 LD0493  NGVD 29 (??/??/92)  160.398  (m)          526.24   (f) ADJ UNCH    2 0
 LD0493
 LD0493.Superseded values are not recommended for survey control.
 LD0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0493.See file dsdata.txt to determine how the superseded data were derived.
 LD0493
 LD0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE541998(NAD 83)
 LD0493_MARKER: P = PIPE CAP
 LD0493_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0493_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0493_STAMPING: 29
 LD0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0493
 LD0493  HISTORY     - Date     Condition        Report By
 LD0493  HISTORY     - UNK      MONUMENTED       DOD
 LD0493  HISTORY     - 1935     GOOD             NGS
 LD0493
 LD0493                          STATION DESCRIPTION
 LD0493
 LD0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0493'AT DALLAS CITY.
 LD0493'AT DALLAS CITY, HANCOCK COUNTY, 0.3 MILE WEST ALONG THE ATCHISON
 LD0493'TOPEKA AND SANTA FE RAILWAY FROM THE STATION, AT POLE 225+06,
 LD0493'ABOUT 335 FEET NORTH OF THE NORTH TRACK, 24 FEET SOUTH OF THE
 LD0493'MISSISSIPPI RIVER, AND AT A FENCE CORNER.  A CORPS OF ENGINEERS,
 LD0493'U.S. ARMY STANDARD CAP, STAMPED 29 AND FASTENED ON TOP OF AN
 LD0493'IRON PIPE PROJECTING ONE FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0197 ***********************************************************************
 LD0197  DESIGNATION -  29 BOLT
 LD0197  PID         -  LD0197
 LD0197  STATE/COUNTY-  IL/CASS
 LD0197  USGS QUAD   -  CLEAR LAKE (1981)
 LD0197
 LD0197                         *CURRENT SURVEY CONTROL
 LD0197  ___________________________________________________________________
 LD0197* NAD 83(1986)-  40 01 45.     (N)    090 17 25.     (W)     SCALED    
 LD0197* NAVD 88     -       144.224  (meters)     473.17   (feet)  ADJUSTED  
 LD0197  ___________________________________________________________________
 LD0197  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LD0197  DYNAMIC HT  -         144.147 (meters)     472.92  (feet)  COMP
 LD0197  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 LD0197
 LD0197  VERT ORDER  -  FIRST     CLASS II
 LD0197
 LD0197.The horizontal coordinates were scaled from a topographic map and have
 LD0197.an estimated accuracy of +/- 6 seconds.
 LD0197
 LD0197.The orthometric height was determined by differential leveling
 LD0197.and adjusted by the National Geodetic Survey in June 1991..
 LD0197
 LD0197.The geoid height was determined by GEOID03.
 LD0197
 LD0197.The dynamic height is computed by dividing the NAVD 88
 LD0197.geopotential number by the normal gravity value computed on the
 LD0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0197.degrees latitude (g = 980.6199 gals.).
 LD0197
 LD0197.The modeled gravity was interpolated from observed gravity values.
 LD0197
 LD0197;                    North         East    Units  Estimated Accuracy
 LD0197;SPC IL W     -   373,230.      689,450.      MT  (+/- 180 meters Scaled)
 LD0197
 LD0197                          SUPERSEDED SURVEY CONTROL
 LD0197
 LD0197  NGVD 29 (??/??/92)  144.331  (m)          473.53   (f) ADJ UNCH    1 2
 LD0197
 LD0197.Superseded values are not recommended for survey control.
 LD0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0197.See file dsdata.txt to determine how the superseded data were derived.
 LD0197
 LD0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE312345(NAD 83)
 LD0197_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0197_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0197_STAMPING: ELEV 484.87 FT MEMPHIS DATUM 1903
 LD0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0197
 LD0197  HISTORY     - Date     Condition        Report By
 LD0197  HISTORY     - 1903     MONUMENTED       DOD
 LD0197  HISTORY     - 1961     GOOD             NGS
 LD0197
 LD0197                          STATION DESCRIPTION
 LD0197
 LD0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0197'7.4 MI E FROM BEARDSTOWN.
 LD0197'ABOUT 7.45 MILES EAST ALONG THE CHANDLERVILLE ROAD FROM THE
 LD0197'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT
 LD0197'BEARDSTOWN, 2.4 MILES WEST OF THE SANGAMON VALLEY CHURCH, 244.5
 LD0197'FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A
 LD0197'TWO-STORY FARM HOUSE, 35 1/2 FEET NORTH OF THE CENTER LINE OF THE
 LD0197'ROAD, 95 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM SHED,
 LD0197'101 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 9 FEET SOUTHEAST
 LD0197'OF POWER LINE POLE NO. 20, 74 1/2 FEET NORTH AND ACROSS THE HIGHWAY
 LD0197'FROM TELEPHONE POLE NO. 220, 5 FEET BELOW THE LEVEL OF THE ROAD,
 LD0197'A COPPER BOLT ON TOP OF A LIMESTONE SLAB 4 FEET UNDERGROUND
 LD0197'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE WITH A CAP STAMP AS
 LD0197'STATED ABOVE AND PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1707 ***********************************************************************
 ME1707  DESIGNATION -  29 C LEYDEN TWP
 ME1707  PID         -  ME1707
 ME1707  STATE/COUNTY-  IL/COOK
 ME1707  USGS QUAD   -  ELMHURST (1997)
 ME1707
 ME1707                         *CURRENT SURVEY CONTROL
 ME1707  ___________________________________________________________________
 ME1707* NAD 83(1986)-  41 55 18.     (N)    087 54 13.     (W)     SCALED    
 ME1707* NAVD 88     -       200.048  (meters)     656.32   (feet)  ADJUSTED  
 ME1707  ___________________________________________________________________
 ME1707  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1707  DYNAMIC HT  -         199.980 (meters)     656.10  (feet)  COMP
 ME1707  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 ME1707
 ME1707  VERT ORDER  -  FIRST     CLASS II
 ME1707
 ME1707.The horizontal coordinates were scaled from a topographic map and have
 ME1707.an estimated accuracy of +/- 6 seconds.
 ME1707
 ME1707.The orthometric height was determined by differential leveling
 ME1707.and adjusted by the National Geodetic Survey in June 1991..
 ME1707
 ME1707.The geoid height was determined by GEOID03.
 ME1707
 ME1707.The dynamic height is computed by dividing the NAVD 88
 ME1707.geopotential number by the normal gravity value computed on the
 ME1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1707.degrees latitude (g = 980.6199 gals.).
 ME1707
 ME1707.The modeled gravity was interpolated from observed gravity values.
 ME1707
 ME1707;                    North         East    Units  Estimated Accuracy
 ME1707;SPC IL E     -   583,490.      335,650.      MT  (+/- 180 meters Scaled)
 ME1707
 ME1707                          SUPERSEDED SURVEY CONTROL
 ME1707
 ME1707  NGVD 29 (??/??/92)  200.139  (m)          656.62   (f) ADJ UNCH    1 2
 ME1707
 ME1707.Superseded values are not recommended for survey control.
 ME1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1707.See file dsdata.txt to determine how the superseded data were derived.
 ME1707
 ME1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM250414(NAD 83)
 ME1707_MARKER: B = BOLT
 ME1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1707+STABILITY: SURFACE MOTION
 ME1707
 ME1707  HISTORY     - Date     Condition        Report By
 ME1707  HISTORY     - UNK      MONUMENTED       IL1670
 ME1707  HISTORY     - 1947     GOOD             NGS
 ME1707  HISTORY     - 1971     GOOD             NGS
 ME1707
 ME1707                          STATION DESCRIPTION
 ME1707
 ME1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1707'3.4 MI N FROM HILLSIDE.
 ME1707'ABOUT 3.45 MILES NORTH ALONG WOLF ROAD FROM THE VILLAGE HALL AT
 ME1707'HILLSIDE, ABOUT 0.1 MILE SOUTH OF THE ENTRANCE TO THE MEMORIAL
 ME1707'ESTATE CEMETERY, AT THE SOUTHEAST CORNER OF THE CEMETERY, 3 FEET
 ME1707'SOUTHEAST OF THE SOUTHEAST CORNER POST OF THE CEMETERY, 28 FEET
 ME1707'NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 14 FEET
 ME1707'NORTHWEST OF A TELEPHONE POLE, 48 FEET WEST OF THE CENTER LINE
 ME1707'OF WOLF ROAD, 2 FEET EAST OF A HIGHWAY R/W MARKER POST, AND ABOUT
 ME1707'0.5 FOOT ABOVE THE ROAD.  A COPPER BOLT SET IN THE TOP OF A
 ME1707'CONCRETE POST COVERED BY A 10-INCH SQUARE IRON COVER AND
 ME1707'PROJECTING ABOUT 4 INCHES.
 ME1707
 ME1707                          STATION RECOVERY (1971)
 ME1707
 ME1707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1712 ***********************************************************************
 ME1712  DESIGNATION -  29 C PROVISO TWP
 ME1712  PID         -  ME1712
 ME1712  STATE/COUNTY-  IL/COOK
 ME1712  USGS QUAD   -  HINSDALE (1993)
 ME1712
 ME1712                         *CURRENT SURVEY CONTROL
 ME1712  ___________________________________________________________________
 ME1712* NAD 83(1997)-  41 50 00.51987(N)    087 54 01.60014(W)     ADJUSTED  
 ME1712* NAVD 88     -       198.978  (meters)     652.81   (feet)  ADJUSTED  
 ME1712  ___________________________________________________________________
 ME1712  X           -     174,368.048 (meters)                     COMP
 ME1712  Y           -  -4,756,283.404 (meters)                     COMP
 ME1712  Z           -   4,231,951.191 (meters)                     COMP
 ME1712  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 ME1712  ELLIP HEIGHT-         165.61  (meters)          (02/03/05) GPS OBS
 ME1712  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 ME1712  DYNAMIC HT  -         198.909 (meters)     652.59  (feet)  COMP
 ME1712  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 ME1712
 ME1712  HORZ ORDER  -  FIRST
 ME1712  VERT ORDER  -  FIRST     CLASS II
 ME1712  ELLP ORDER  -  FOURTH    CLASS II
 ME1712
 ME1712.The horizontal coordinates were established by GPS observations
 ME1712.and adjusted by the National Geodetic Survey in October 1999..
 ME1712
 ME1712.The orthometric height was determined by differential leveling
 ME1712.and adjusted by the National Geodetic Survey in June 1991..
 ME1712
 ME1712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1712
 ME1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1712
 ME1712.The ellipsoidal height was determined by GPS observations
 ME1712.and is referenced to NAD 83.
 ME1712
 ME1712.The geoid height was determined by GEOID03.
 ME1712
 ME1712.The dynamic height is computed by dividing the NAVD 88
 ME1712.geopotential number by the normal gravity value computed on the
 ME1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1712.degrees latitude (g = 980.6199 gals.).
 ME1712
 ME1712.The modeled gravity was interpolated from observed gravity values.
 ME1712
 ME1712;                    North         East     Units Scale Factor Converg.
 ME1712;SPC IL E     -   573,697.766   335,957.666   MT  0.99999090   +0 17 19.4
 ME1712;SPC IL E     - 1,882,206.75  1,102,221.11   sFT  0.99999090   +0 17 19.4
 ME1712;UTM  16      - 4,631,679.585   425,232.875   MT  0.99966879   -0 36 02.1
 ME1712
 ME1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1712!SPC IL E     -   0.99997403  x   0.99999090  =   0.99996493
 ME1712!UTM  16      -   0.99997403  x   0.99966879  =   0.99964282
 ME1712
 ME1712                          SUPERSEDED SURVEY CONTROL
 ME1712
 ME1712  ELLIP H (10/21/99)  165.61   (m)                       GP(       ) 4 1
 ME1712  NAD 83(1997)-  41 50 00.51997(N)    087 54 01.60069(W) AD(       ) 1
 ME1712  NAD 83(1997)-  41 50 00.52035(N)    087 54 01.61459(W) AD(       ) 1
 ME1712  NAD 83(1986)-  41 50 00.52117(N)    087 54 01.61439(W) AD(       ) 1
 ME1712  NAVD 88 (03/27/96)  198.98   (m)          652.8    (f) LEVELING    3  
 ME1712  NGVD 29 (??/??/92)  199.067  (m)          653.11   (f) ADJ UNCH    1 2
 ME1712
 ME1712.Superseded values are not recommended for survey control.
 ME1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1712.See file dsdata.txt to determine how the superseded data were derived.
 ME1712
 ME1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2523331680(NAD 83)
 ME1712_MARKER: B = BOLT
 ME1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1712+STABILITY: SURFACE MOTION
 ME1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1712+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1995
 ME1712
 ME1712  HISTORY     - Date     Condition        Report By
 ME1712  HISTORY     - UNK      MONUMENTED       IL1670
 ME1712  HISTORY     - 1947     GOOD             NGS
 ME1712  HISTORY     - 1989     GOOD             USPSQD
 ME1712  HISTORY     - 19950502 GOOD             PATRIC
 ME1712
 ME1712                          STATION DESCRIPTION
 ME1712
 ME1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1712'1.6 MI N FROM WESTERN SPRINGS.
 ME1712'ABOUT 1.55 MILES NORTH ALONG WOLF ROAD FROM THE INTERSECTION
 ME1712'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT WESTERN SPRINGS,
 ME1712'IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF 31ST STREET,
 ME1712'45 FEET SOUTH OF THE CENTER LINE OF 31ST STREET, 40 FEET EAST
 ME1712'OF THE CENTER LINE OF WOLF ROAD, 14 FEET NORTHEAST OF A TELEPHONE
 ME1712'POLE, 29.2 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET ABOVE THE
 ME1712'CENTER LINE OF WOLF ROAD AND SET IN THE TOP OF A CONCRETE POST
 ME1712'COVERED BY A 10-INCH SQUARE IRON BOX COVER PROJECTING ABOUT
 ME1712'6 INCHES.
 ME1712
 ME1712                          STATION RECOVERY (1989)
 ME1712
 ME1712'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1712'RECOVERED IN GOOD CONDITION.
 ME1712
 ME1712                          STATION RECOVERY (1995)
 ME1712
 ME1712'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1995 (BPG)
 ME1712'MODIFIED BY PATRICK ENGINEERING INC. 1995 STATION IS 18.9 FT (5.8 M)
 ME1712'NORTH OF A TRAFFIC LIGHT SIGNAL POLE, 26.2 FT (8.0 M) WEST OF THE NW
 ME1712'CORNER OF A TRAFFIC LIGHT SIGNAL MANHOLE, AND 31.7 FT (9.7 M)
 ME1712'SOUTHWEST OF A TRAFFIC LIGHT SIGNAL POLE.  THE COVER IS MISSING FROM
 ME1712'THE ORIGINAL SQUARE IRON BOX THAT COVERS THE STATION.  A WOODED AREA
 ME1712'TO THE SOUTHEAST MAY CAUSE PROBLEMS DURING GPS OBSERVATIONS WHEN TREES
 ME1712'ARE IN FULL BLOOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0037 ***********************************************************************
 NH0037  DESIGNATION -  29 C SCHWAMBURG TWP
 NH0037  PID         -  NH0037
 NH0037  STATE/COUNTY-  IL/COOK
 NH0037  USGS QUAD   -  STREAMWOOD (1993)
 NH0037
 NH0037                         *CURRENT SURVEY CONTROL
 NH0037  ___________________________________________________________________
 NH0037* NAD 83(1986)-  42 00 12.     (N)    088 07 42.     (W)     SCALED    
 NH0037* NAVD 88     -       243.803  (meters)     799.88   (feet)  ADJUSTED  
 NH0037  ___________________________________________________________________
 NH0037  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NH0037  DYNAMIC HT  -         243.718 (meters)     799.60  (feet)  COMP
 NH0037  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 NH0037
 NH0037  VERT ORDER  -  FIRST     CLASS I
 NH0037
 NH0037.The horizontal coordinates were scaled from a topographic map and have
 NH0037.an estimated accuracy of +/- 6 seconds.
 NH0037
 NH0037.The orthometric height was determined by differential leveling
 NH0037.and adjusted by the National Geodetic Survey in June 1991..
 NH0037.WARNING-Repeat measurements at this control monument indicate possible
 NH0037.vertical movement.
 NH0037
 NH0037.The geoid height was determined by GEOID03.
 NH0037
 NH0037.The dynamic height is computed by dividing the NAVD 88
 NH0037.geopotential number by the normal gravity value computed on the
 NH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0037.degrees latitude (g = 980.6199 gals.).
 NH0037
 NH0037.The modeled gravity was interpolated from observed gravity values.
 NH0037
 NH0037;                    North         East    Units  Estimated Accuracy
 NH0037;SPC IL E     -   592,490.      316,980.      MT  (+/- 180 meters Scaled)
 NH0037
 NH0037                          SUPERSEDED SURVEY CONTROL
 NH0037
 NH0037  NGVD 29 (??/??/92)  243.886  (m)          800.15   (f) ADJ UNCH    1 1
 NH0037
 NH0037.Superseded values are not recommended for survey control.
 NH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0037.See file dsdata.txt to determine how the superseded data were derived.
 NH0037
 NH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM065507(NAD 83)
 NH0037_MARKER: B = BOLT
 NH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0037+STABILITY: SURFACE MOTION
 NH0037
 NH0037  HISTORY     - Date     Condition        Report By
 NH0037  HISTORY     - UNK      MONUMENTED       IL-031
 NH0037  HISTORY     - 1969     GOOD             NGS
 NH0037
 NH0037                          STATION DESCRIPTION
 NH0037
 NH0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0037'0.9 MI E FROM HANOVER PARK.
 NH0037'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 19 WHICH IS IRVING PARK
 NH0037'ROAD FROM THE INTERSECTION OF THE HIGHWAY AND BARRINGTON ROAD AT
 NH0037'HANOVER PARK, 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NH0037'38 FEET NORTH OF THE PROJECTED CENTER LINE OF WISE ROAD, 51 1/2
 NH0037'FEET WEST OF A POWER POLE, 34 FEET WEST OF A CONCRETE HIGHWAY
 NH0037'RIGHT-OF-WAY MARKER, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT
 NH0037'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 NH0037'CONCRETE POST WHICH IS ENCASED IN A 6-INCH SQUARE IRON BOX WITH
 NH0037'AN IRON LID ON WHICH IS INSCRIBED SCHAMBURG TOWNSHIP 29C COOK
 NH0037'COUNTY BENCH MARK.  SEC 29, T41N, R10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0196 ***********************************************************************
 LD0196  DESIGNATION -  29 CAP
 LD0196  PID         -  LD0196
 LD0196  STATE/COUNTY-  IL/CASS
 LD0196  USGS QUAD   -  CLEAR LAKE (1981)
 LD0196
 LD0196                         *CURRENT SURVEY CONTROL
 LD0196  ___________________________________________________________________
 LD0196* NAD 83(1986)-  40 01 45.     (N)    090 17 25.     (W)     SCALED    
 LD0196* NAVD 88     -       145.427  (meters)     477.12   (feet)  ADJUSTED  
 LD0196  ___________________________________________________________________
 LD0196  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LD0196  DYNAMIC HT  -         145.350 (meters)     476.87  (feet)  COMP
 LD0196  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 LD0196
 LD0196  VERT ORDER  -  FIRST     CLASS II
 LD0196
 LD0196.The horizontal coordinates were scaled from a topographic map and have
 LD0196.an estimated accuracy of +/- 6 seconds.
 LD0196
 LD0196.The orthometric height was determined by differential leveling
 LD0196.and adjusted by the National Geodetic Survey in June 1991..
 LD0196
 LD0196.The geoid height was determined by GEOID03.
 LD0196
 LD0196.The dynamic height is computed by dividing the NAVD 88
 LD0196.geopotential number by the normal gravity value computed on the
 LD0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0196.degrees latitude (g = 980.6199 gals.).
 LD0196
 LD0196.The modeled gravity was interpolated from observed gravity values.
 LD0196
 LD0196;                    North         East    Units  Estimated Accuracy
 LD0196;SPC IL W     -   373,230.      689,450.      MT  (+/- 180 meters Scaled)
 LD0196
 LD0196                          SUPERSEDED SURVEY CONTROL
 LD0196
 LD0196  NGVD 29 (??/??/92)  145.529  (m)          477.46   (f) ADJ UNCH    1 2
 LD0196
 LD0196.Superseded values are not recommended for survey control.
 LD0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0196.See file dsdata.txt to determine how the superseded data were derived.
 LD0196
 LD0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE312345(NAD 83)
 LD0196_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0196_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0196_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0196_STAMPING: ELEV 484.87 FT MEMPHIS DATUM 1903
 LD0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0196
 LD0196  HISTORY     - Date     Condition        Report By
 LD0196  HISTORY     - 1903     MONUMENTED       DOD
 LD0196  HISTORY     - 1961     GOOD             NGS
 LD0196
 LD0196                          STATION DESCRIPTION
 LD0196
 LD0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0196'7.4 MI E FROM BEARDSTOWN.
 LD0196'ABOUT 7.45 MILES EAST ALONG THE CHANDLERVILLE ROAD FROM THE CROSSING
 LD0196'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT BEARDSTOWN,
 LD0196'2.4 MILES WEST OF THE SANGAMON VALLEY CHURCH, 244.5 FEET NORTHEAST
 LD0196'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A TWO-STORY FARM
 LD0196'HOUSE, 35 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 95 FEET
 LD0196'SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM SHED, 101 FEET EAST
 LD0196'OF THE CENTER LINE OF A DRIVEWAY, 9 FEET SOUTHEAST OF POWER LINE
 LD0196'POLE NO. 20, 74 1/2 FEET NORTH AND ACROSS THE HIGHWAY FROM
 LD0196'TELEPHONE POLE NO. 220, 5 FEET BELOW THE LEVEL OF THE ROAD, A
 LD0196'COPPER BOLT ON TOP OF A LIMESTONE SLAB 4 FEET UNDERGROUND ACCESS
 LD0196'TO WHICH IS HAD THROUGH AN IRON PIPE WITH A CAP STAMP AS STATED
 LD0196'ABOVE AND PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1677 ***********************************************************************
 ME1677  DESIGNATION -  29 E LEYDEN TWP
 ME1677  PID         -  ME1677
 ME1677  STATE/COUNTY-  IL/COOK
 ME1677  USGS QUAD   -  ELMHURST (1997)
 ME1677
 ME1677                         *CURRENT SURVEY CONTROL
 ME1677  ___________________________________________________________________
 ME1677* NAD 83(1986)-  41 55 50.     (N)    087 54 13.     (W)     SCALED    
 ME1677* NAVD 88     -       197.817  (meters)     649.00   (feet)  ADJUSTED  
 ME1677  ___________________________________________________________________
 ME1677  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME1677  DYNAMIC HT  -         197.750 (meters)     648.78  (feet)  COMP
 ME1677  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 ME1677
 ME1677  VERT ORDER  -  FIRST     CLASS II
 ME1677
 ME1677.The horizontal coordinates were scaled from a topographic map and have
 ME1677.an estimated accuracy of +/- 6 seconds.
 ME1677
 ME1677.The orthometric height was determined by differential leveling
 ME1677.and adjusted by the National Geodetic Survey in June 1991..
 ME1677
 ME1677.The geoid height was determined by GEOID03.
 ME1677
 ME1677.The dynamic height is computed by dividing the NAVD 88
 ME1677.geopotential number by the normal gravity value computed on the
 ME1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1677.degrees latitude (g = 980.6199 gals.).
 ME1677
 ME1677.The modeled gravity was interpolated from observed gravity values.
 ME1677
 ME1677;                    North         East    Units  Estimated Accuracy
 ME1677;SPC IL E     -   584,480.      335,640.      MT  (+/- 180 meters Scaled)
 ME1677
 ME1677                          SUPERSEDED SURVEY CONTROL
 ME1677
 ME1677  NGVD 29 (??/??/92)  197.91   (m)          649.3    (f) COMPUTED    1 2
 ME1677
 ME1677.Superseded values are not recommended for survey control.
 ME1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1677.See file dsdata.txt to determine how the superseded data were derived.
 ME1677
 ME1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM250424(NAD 83)
 ME1677_MARKER: B = BOLT
 ME1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1677_STAMPING: 1969
 ME1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1677+STABILITY: SURFACE MOTION
 ME1677
 ME1677  HISTORY     - Date     Condition        Report By
 ME1677  HISTORY     - UNK      MONUMENTED       IL1670
 ME1677  HISTORY     - 1947     GOOD             NGS
 ME1677  HISTORY     - 1953     MARK NOT FOUND   NGS
 ME1677
 ME1677                          STATION DESCRIPTION
 ME1677
 ME1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1677'2 MI W FROM FRANKLIN PARK.
 ME1677'ABOUT 1.95 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN PARK
 ME1677'DISTRICT 84 SCHOOL AT FRANKLIN PARK, AT THE INTERSECTION OF WOLF
 ME1677'ROAD, 146 FEET EAST OF THE NORTHEAST CORNER OF A TWO STORY BRICK
 ME1677'HOUSE, 93 FEET SOUTH OF THE CENTER LINE OF GRAND AVENUE, 31 FEET
 ME1677'WEST OF THE CENTER LINE OF WOLF ROAD, 5.5 FEET SOUTHWEST OF THE
 ME1677'SOUTHWEST END OF A 14-INCH STEEL PIPE CULVERT, 2 FEET NORTH OF
 ME1677'A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE CENTER
 ME1677'OF THE INTERSECTION.  A COPPER BOLT SET IN THE TOP OF A CONCRETE
 ME1677'POST AND COVERED WITH A 10-INCH SQUARE IRON BOX, PROJECTING 3
 ME1677'INCHES.
 ME1677
 ME1677                          STATION RECOVERY (1953)
 ME1677
 ME1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 ME1677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0686 ***********************************************************************
 NJ0686  DESIGNATION -  29 MDD
 NJ0686  PID         -  NJ0686
 NJ0686  STATE/COUNTY-  IL/JO DAVIESS
 NJ0686  USGS QUAD   -  STOCKTON (1968)
 NJ0686
 NJ0686                         *CURRENT SURVEY CONTROL
 NJ0686  ___________________________________________________________________
 NJ0686* NAD 83(1986)-  42 15 11.     (N)    090 02 17.     (W)     SCALED    
 NJ0686* NAVD 88     -       211.948  (meters)     695.37   (feet)  ADJUSTED  
 NJ0686  ___________________________________________________________________
 NJ0686  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NJ0686  DYNAMIC HT  -         211.878 (meters)     695.14  (feet)  COMP
 NJ0686  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 NJ0686
 NJ0686  VERT ORDER  -  THIRD
 NJ0686
 NJ0686.The horizontal coordinates were scaled from a topographic map and have
 NJ0686.an estimated accuracy of +/- 6 seconds.
 NJ0686
 NJ0686.The orthometric height was determined by differential leveling
 NJ0686.and adjusted by the National Geodetic Survey in June 1991..
 NJ0686
 NJ0686.The geoid height was determined by GEOID03.
 NJ0686
 NJ0686.The dynamic height is computed by dividing the NAVD 88
 NJ0686.geopotential number by the normal gravity value computed on the
 NJ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0686.degrees latitude (g = 980.6199 gals.).
 NJ0686
 NJ0686.The modeled gravity was interpolated from observed gravity values.
 NJ0686
 NJ0686;                    North         East    Units  Estimated Accuracy
 NJ0686;SPC IL W     -   620,200.      710,610.      MT  (+/- 180 meters Scaled)
 NJ0686
 NJ0686                          SUPERSEDED SURVEY CONTROL
 NJ0686
 NJ0686.No superseded survey control is available for this station.
 NJ0686
 NJ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG443821(NAD 83)
 NJ0686_MARKER: DB = BENCH MARK DISK
 NJ0686_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NJ0686+WITH SETTING: PAVEMENT
 NJ0686_SP_SET: CONCRETE CURB OF BRIDGE
 NJ0686_STAMPING: 29 MDD 1967
 NJ0686_MARK LOGO: USGS  
 NJ0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0686+STABILITY: SURFACE MOTION
 NJ0686
 NJ0686  HISTORY     - Date     Condition        Report By
 NJ0686  HISTORY     - 1967     MONUMENTED       USGS
 NJ0686  HISTORY     - 19961221 GOOD             USPSQD
 NJ0686
 NJ0686                          STATION DESCRIPTION
 NJ0686
 NJ0686'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NJ0686'11.6 KM (7.20 MI) SSW FROM STOCKTON.
 NJ0686'STOCKTON, AT THE JUNCTION OF HWYS. 20 AND 78 SOUTH, 7.0 MI SOUTH AND
 NJ0686'1.5 MI WEST OF, IN THE NE. CORNER OF SECTION 16, T. 26 N., R. 4 E.,
 NJ0686'11 FT SW., 30 FT SE. AND 0.7 FT HIGHER THAN CENTER OF CONCRETE BRIDGE
 NJ0686'OVER NORTH FORK OF PLUM RIVER, ON THE SE. END OF THE SW. CONCRETE
 NJ0686'BRIDGE CURB, IN DRILL HOLE, A STANDARD TABLET STAMPED 29 MDD 1967
 NJ0686
 NJ0686                          STATION RECOVERY (1996)
 NJ0686
 NJ0686'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0687 ***********************************************************************
 NJ0687  DESIGNATION -  29 MDD RM
 NJ0687  PID         -  NJ0687
 NJ0687  STATE/COUNTY-  IL/JO DAVIESS
 NJ0687  USGS QUAD   -  STOCKTON (1968)
 NJ0687
 NJ0687                         *CURRENT SURVEY CONTROL
 NJ0687  ___________________________________________________________________
 NJ0687* NAD 83(1986)-  42 15 12.     (N)    090 02 17.     (W)     SCALED    
 NJ0687* NAVD 88     -       211.957  (meters)     695.40   (feet)  ADJUSTED  
 NJ0687  ___________________________________________________________________
 NJ0687  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NJ0687  DYNAMIC HT  -         211.887 (meters)     695.17  (feet)  COMP
 NJ0687  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 NJ0687
 NJ0687  VERT ORDER  -  THIRD
 NJ0687
 NJ0687.The horizontal coordinates were scaled from a topographic map and have
 NJ0687.an estimated accuracy of +/- 6 seconds.
 NJ0687
 NJ0687.The orthometric height was determined by differential leveling
 NJ0687.and adjusted by the National Geodetic Survey in June 1991..
 NJ0687
 NJ0687.The geoid height was determined by GEOID03.
 NJ0687
 NJ0687.The dynamic height is computed by dividing the NAVD 88
 NJ0687.geopotential number by the normal gravity value computed on the
 NJ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0687.degrees latitude (g = 980.6199 gals.).
 NJ0687
 NJ0687.The modeled gravity was interpolated from observed gravity values.
 NJ0687
 NJ0687;                    North         East    Units  Estimated Accuracy
 NJ0687;SPC IL W     -   620,230.      710,610.      MT  (+/- 180 meters Scaled)
 NJ0687
 NJ0687                          SUPERSEDED SURVEY CONTROL
 NJ0687
 NJ0687.No superseded survey control is available for this station.
 NJ0687
 NJ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG443821(NAD 83)
 NJ0687_MARKER: Q = CHISELED SQUARE
 NJ0687_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NJ0687+WITH SETTING: PAVEMENT
 NJ0687_SP_SET: CONCRETE CURB OF BRIDGE
 NJ0687_MARK LOGO: NONE  
 NJ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0687+STABILITY: SURFACE MOTION
 NJ0687
 NJ0687  HISTORY     - Date     Condition        Report By
 NJ0687  HISTORY     - 1967     MONUMENTED       USGS
 NJ0687  HISTORY     - 19961221 GOOD             USPSQD
 NJ0687
 NJ0687                          STATION DESCRIPTION
 NJ0687
 NJ0687'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NJ0687'11.6 KM (7.20 MI) SSW FROM STOCKTON.
 NJ0687'63 FT NORTH OF TABLET, 30 FT NW. AND 11 FT NE. OF CENTER OF CONCRETE
 NJ0687'BRIDGE, ON TOP OF THE NW. END OF THE NE. BRIDGE CURB, A CHISELED
 NJ0687'SQUARE
 NJ0687
 NJ0687                          STATION RECOVERY (1996)
 NJ0687
 NJ0687'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1807 ***********************************************************************
 ME1807  DESIGNATION -  294
 ME1807  PID         -  ME1807
 ME1807  STATE/COUNTY-  IL/COOK
 ME1807  USGS QUAD   -  ENGLEWOOD (1997)
 ME1807
 ME1807                         *CURRENT SURVEY CONTROL
 ME1807  ___________________________________________________________________
 ME1807* NAD 83(1986)-  41 49 56.     (N)    087 40 22.     (W)     SCALED    
 ME1807* NAVD 88     -       180.451  (meters)     592.03   (feet)  ADJUSTED  
 ME1807  ___________________________________________________________________
 ME1807  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1807  DYNAMIC HT  -         180.388 (meters)     591.82  (feet)  COMP
 ME1807  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 ME1807
 ME1807  VERT ORDER  -  FIRST     CLASS II
 ME1807
 ME1807.The horizontal coordinates were scaled from a topographic map and have
 ME1807.an estimated accuracy of +/- 6 seconds.
 ME1807
 ME1807.The orthometric height was determined by differential leveling
 ME1807.and adjusted by the National Geodetic Survey in June 1991..
 ME1807
 ME1807.The geoid height was determined by GEOID03.
 ME1807
 ME1807.The dynamic height is computed by dividing the NAVD 88
 ME1807.geopotential number by the normal gravity value computed on the
 ME1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1807.degrees latitude (g = 980.6199 gals.).
 ME1807
 ME1807.The modeled gravity was interpolated from observed gravity values.
 ME1807
 ME1807;                    North         East    Units  Estimated Accuracy
 ME1807;SPC IL E     -   573,680.      354,870.      MT  (+/- 180 meters Scaled)
 ME1807
 ME1807                          SUPERSEDED SURVEY CONTROL
 ME1807
 ME1807  NGVD 29 (??/??/92)  180.538  (m)          592.32   (f) ADJ UNCH    1 2
 ME1807
 ME1807.Superseded values are not recommended for survey control.
 ME1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1807.See file dsdata.txt to determine how the superseded data were derived.
 ME1807
 ME1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM441313(NAD 83)
 ME1807_MARKER: B = BOLT
 ME1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1807+STABILITY: SURFACE MOTION
 ME1807
 ME1807  HISTORY     - Date     Condition        Report By
 ME1807  HISTORY     - UNK      MONUMENTED       IL1670
 ME1807  HISTORY     - 1947     GOOD             NGS
 ME1807  HISTORY     - 1977     GOOD             NGS
 ME1807  HISTORY     - 1987     GOOD             USPSQD
 ME1807  HISTORY     - 1989     GOOD             USPSQD
 ME1807
 ME1807                          STATION DESCRIPTION
 ME1807
 ME1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1807'IN CHICAGO.
 ME1807'AT THE NORTHWEST CORNER OF 34TH PLACE WEST AND WOLCOTT AVENUE,
 ME1807'9 FEET EAST OF THE WEST EDGE OF THE SIDEWALK ON THE WEST SIDE
 ME1807'OF WOLCOTT AVENUE, 12 FEET NORTH OF THE NORTH EDGE OF THE NORTH
 ME1807'SIDE WALK OF 34TH PLACE.  A 1/2 INCH COPPER BOLT IN THE TOP OF A
 ME1807'CONCRETE POST AND COVERED BY A 10-INCH CAST IRON BOX THAT IS
 ME1807'ABOUT FLUSH WITH THE SIDE WALK.
 ME1807
 ME1807                          STATION RECOVERY (1977)
 ME1807
 ME1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1807'RECOVERED IN GOOD CONDITION.
 ME1807
 ME1807                          STATION RECOVERY (1987)
 ME1807
 ME1807'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1807'RECOVERED IN GOOD CONDITION.
 ME1807
 ME1807                          STATION RECOVERY (1989)
 ME1807
 ME1807'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0721 ***********************************************************************
 KB0721  DESIGNATION -  3
 KB0721  PID         -  KB0721
 KB0721  STATE/COUNTY-  IL/CHRISTIAN
 KB0721  USGS QUAD   -  PANA (1982)
 KB0721
 KB0721                         *CURRENT SURVEY CONTROL
 KB0721  ___________________________________________________________________
 KB0721* NAD 83(1986)-  39 23 18.     (N)    089 02 49.     (W)     SCALED    
 KB0721* NAVD 88     -       200.310  (meters)     657.18   (feet)  ADJUSTED  
 KB0721  ___________________________________________________________________
 KB0721  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KB0721  DYNAMIC HT  -         200.189 (meters)     656.79  (feet)  COMP
 KB0721  MODELED GRAV-     980,022.2   (mgal)                       NAVD 88
 KB0721
 KB0721  VERT ORDER  -  FIRST     CLASS II
 KB0721
 KB0721.The horizontal coordinates were scaled from a topographic map and have
 KB0721.an estimated accuracy of +/- 6 seconds.
 KB0721
 KB0721.The orthometric height was determined by differential leveling
 KB0721.and adjusted by the National Geodetic Survey in June 1991..
 KB0721.WARNING-Repeat measurements at this control monument indicate possible
 KB0721.vertical movement.
 KB0721
 KB0721.The geoid height was determined by GEOID03.
 KB0721
 KB0721.The dynamic height is computed by dividing the NAVD 88
 KB0721.geopotential number by the normal gravity value computed on the
 KB0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0721.degrees latitude (g = 980.6199 gals.).
 KB0721
 KB0721.The modeled gravity was interpolated from observed gravity values.
 KB0721
 KB0721;                    North         East    Units  Estimated Accuracy
 KB0721;SPC IL W     -   302,680.      796,460.      MT  (+/- 180 meters Scaled)
 KB0721
 KB0721                          SUPERSEDED SURVEY CONTROL
 KB0721
 KB0721  NGVD 29 (??/??/92)  200.396  (m)          657.47   (f) ADJ UNCH    1 2
 KB0721
 KB0721.Superseded values are not recommended for survey control.
 KB0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0721.See file dsdata.txt to determine how the superseded data were derived.
 KB0721
 KB0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ237618(NAD 83)
 KB0721_MARKER: DD = SURVEY DISK
 KB0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0721_SP_SET: BRIDGE
 KB0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0721
 KB0721  HISTORY     - Date     Condition        Report By
 KB0721  HISTORY     - UNK      MONUMENTED       PCRR
 KB0721  HISTORY     - 1961     GOOD             NGS
 KB0721
 KB0721                          STATION DESCRIPTION
 KB0721
 KB0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0721'1.9 MI E FROM PANA.
 KB0721'ABOUT 1.9 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KB0721'THE STATION AT PANA, IN SECTION 23, T 11 N, R 1 E, AT BRIDGE 387,
 KB0721'ON TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT FOR BRIDGE
 KB0721'OVER A SMALL CREEK, 7.2 FEET NORTH OF THE NORTH RAIL, 0.9 FOOT
 KB0721'SOUTH OF THE NORTH END OF THE ABUTMENT, AND ABOUT LEVEL WITH
 KB0721'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0183 ***********************************************************************
 JC0183  DESIGNATION -  3
 JC0183  PID         -  JC0183
 JC0183  STATE/COUNTY-  IL/JERSEY
 JC0183  USGS QUAD   -  GRAFTON (1990)
 JC0183
 JC0183                         *CURRENT SURVEY CONTROL
 JC0183  ___________________________________________________________________
 JC0183* NAD 83(1986)-  38 58 13.     (N)    090 26 42.     (W)     SCALED    
 JC0183* NAVD 88     -       132.958  (meters)     436.21   (feet)  ADJUSTED  
 JC0183  ___________________________________________________________________
 JC0183  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JC0183  DYNAMIC HT  -         132.876 (meters)     435.94  (feet)  COMP
 JC0183  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JC0183
 JC0183  VERT ORDER  -  FIRST     CLASS II
 JC0183
 JC0183.The horizontal coordinates were scaled from a topographic map and have
 JC0183.an estimated accuracy of +/- 6 seconds.
 JC0183
 JC0183.The orthometric height was determined by differential leveling
 JC0183.and adjusted by the National Geodetic Survey in June 1991..
 JC0183
 JC0183.The geoid height was determined by GEOID03.
 JC0183
 JC0183.The dynamic height is computed by dividing the NAVD 88
 JC0183.geopotential number by the normal gravity value computed on the
 JC0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0183.degrees latitude (g = 980.6199 gals.).
 JC0183
 JC0183.The modeled gravity was interpolated from observed gravity values.
 JC0183
 JC0183;                    North         East    Units  Estimated Accuracy
 JC0183;SPC IL W     -   255,710.      675,880.      MT  (+/- 180 meters Scaled)
 JC0183
 JC0183                          SUPERSEDED SURVEY CONTROL
 JC0183
 JC0183  NGVD 29 (??/??/92)  133.080  (m)          436.61   (f) ADJ UNCH    1 2
 JC0183
 JC0183.Superseded values are not recommended for survey control.
 JC0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0183.See file dsdata.txt to determine how the superseded data were derived.
 JC0183
 JC0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD213165(NAD 83)
 JC0183_MARKER: B = BOLT
 JC0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0183_SP_SET: BUILDING
 JC0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0183
 JC0183  HISTORY     - Date     Condition        Report By
 JC0183  HISTORY     - UNK      MONUMENTED       DOD
 JC0183  HISTORY     - 1961     GOOD             NGS
 JC0183  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 JC0183  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JC0183  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JC0183
 JC0183                          STATION DESCRIPTION
 JC0183
 JC0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JC0183'AT GRAFTON.
 JC0183'AT GRAFTON, ABOUT 70 YARDS NORTH ALONG EVANS STREET FROM THE
 JC0183'CROSSING OF MAIN STREET, AT THE INTERSECTION OF EVANS AND CLINTON
 JC0183'STREET, ON TOP OF THE NORTH END OF THE DOOR SILL AT THE EAST
 JC0183'ENTRANCE TO THE SAINT PATRICK CATHOLIC CHURCH, 17 FEET WEST OF
 JC0183'THE WEST CURB LINE OF EVANS STREET, 0.8 FOOT WEST OF THE EAST
 JC0183'EDGE OF THE DOOR SILL, 0.3 FOOT SOUTH OF THE NORTH END OF THE
 JC0183'SILL AND 2 FEET ABOVE THE LEVEL OF THE STREET.
 JC0183
 JC0183                          STATION RECOVERY (1999)
 JC0183
 JC0183'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0183'MARK NOT FOUND.
 JC0183
 JC0183                          STATION RECOVERY (2001)
 JC0183
 JC0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0183
 JC0183                          STATION RECOVERY (2001)
 JC0183
 JC0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0118 ***********************************************************************
 KC0118  DESIGNATION -  3 BOLT
 KC0118  PID         -  KC0118
 KC0118  STATE/COUNTY-  IL/JERSEY
 KC0118  USGS QUAD   -  NUTWOOD (1975)
 KC0118
 KC0118                         *CURRENT SURVEY CONTROL
 KC0118  ___________________________________________________________________
 KC0118* NAD 83(1986)-  39 02 47.     (N)    090 33 31.     (W)     SCALED    
 KC0118* NAVD 88     -       131.801  (meters)     432.42   (feet)  ADJUSTED  
 KC0118  ___________________________________________________________________
 KC0118  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KC0118  DYNAMIC HT  -         131.720 (meters)     432.15  (feet)  COMP
 KC0118  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 KC0118
 KC0118  VERT ORDER  -  FIRST     CLASS II
 KC0118
 KC0118.The horizontal coordinates were scaled from a topographic map and have
 KC0118.an estimated accuracy of +/- 6 seconds.
 KC0118
 KC0118.The orthometric height was determined by differential leveling
 KC0118.and adjusted by the National Geodetic Survey in June 1991..
 KC0118
 KC0118.The geoid height was determined by GEOID03.
 KC0118
 KC0118.The dynamic height is computed by dividing the NAVD 88
 KC0118.geopotential number by the normal gravity value computed on the
 KC0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0118.degrees latitude (g = 980.6199 gals.).
 KC0118
 KC0118.The modeled gravity was interpolated from observed gravity values.
 KC0118
 KC0118;                    North         East    Units  Estimated Accuracy
 KC0118;SPC IL W     -   264,190.      666,070.      MT  (+/- 180 meters Scaled)
 KC0118
 KC0118                          SUPERSEDED SURVEY CONTROL
 KC0118
 KC0118  NGVD 29 (??/??/92)  131.904  (m)          432.75   (f) ADJ UNCH    1 2
 KC0118
 KC0118.Superseded values are not recommended for survey control.
 KC0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0118.See file dsdata.txt to determine how the superseded data were derived.
 KC0118
 KC0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD112247(NAD 83)
 KC0118_MARKER: B = BOLT
 KC0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0118_STAMPING: 3902.49 9033.30 MEMPHIS DATUM ELEV 444.03 FT 1903
 KC0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0118
 KC0118  HISTORY     - Date     Condition        Report By
 KC0118  HISTORY     - 1903     MONUMENTED       DOD
 KC0118  HISTORY     - 1961     GOOD             NGS
 KC0118
 KC0118                          STATION DESCRIPTION
 KC0118
 KC0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0118'2.6 MI S FROM NUTWOOD.
 KC0118'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 100 FROM A 30 FOOT
 KC0118'BRIDGE OVER THE NARROWS AT NUTWOOD, ABOUT 0.3 MILE NORTH OF THE
 KC0118'JUNCTION OF A ROAD LEADING EAST TO ROSEDALE, ABOUT 80 YARDS WEST
 KC0118'ALONG A ROAD LEADING EAST TO ROSEDALE, ABOUT 80 YARDS WEST ALONG
 KC0118'A ROAD LEADING TO THE GLADES FROM THE HIGHWAY, AT THE NORTH EDGE
 KC0118'OF A CULTIVATED FIELD, NEAR THE JUNCTION OF A FARM DRIVE LEADING
 KC0118'NORTH TO A RANCH TYPE HOUSE, 16 FEET SOUTH OF THE CENTER LINE
 KC0118'OF THE ROAD, 21 FEET WEST OF THE CENTER LINE OF A DRIVEWAY, 113
 KC0118'FEET SOUTHWEST AND ACROSS THE ROAD FROM A ONE STORY WHITE HOUSE
 KC0118'THAT FACES THE ROAD, A COPPER BOLT LEADED IN THE TOP OF A
 KC0118'LIMESTONE SLAB 4 FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH
 KC0118'AN IRON PIPE BEARING AN ILLINOIS RIVER SURVEY CAP STAMPED AS
 KC0118'STATED ABOVE.  SECTION S 17 T 7 N R 13 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0554 ***********************************************************************
 KC0554  DESIGNATION -  3 CAP
 KC0554  PID         -  KC0554
 KC0554  STATE/COUNTY-  IL/JERSEY
 KC0554  USGS QUAD   -  NUTWOOD (1975)
 KC0554
 KC0554                         *CURRENT SURVEY CONTROL
 KC0554  ___________________________________________________________________
 KC0554* NAD 83(1986)-  39 02 47.     (N)    090 33 31.     (W)     SCALED    
 KC0554* NAVD 88     -       133.023  (meters)     436.43   (feet)  ADJUSTED  
 KC0554  ___________________________________________________________________
 KC0554  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KC0554  DYNAMIC HT  -         132.941 (meters)     436.16  (feet)  COMP
 KC0554  MODELED GRAV-     980,009.9   (mgal)                       NAVD 88
 KC0554
 KC0554  VERT ORDER  -  FIRST     CLASS II
 KC0554
 KC0554.The horizontal coordinates were scaled from a topographic map and have
 KC0554.an estimated accuracy of +/- 6 seconds.
 KC0554
 KC0554.The orthometric height was determined by differential leveling
 KC0554.and adjusted by the National Geodetic Survey in June 1991..
 KC0554
 KC0554.The geoid height was determined by GEOID03.
 KC0554
 KC0554.The dynamic height is computed by dividing the NAVD 88
 KC0554.geopotential number by the normal gravity value computed on the
 KC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0554.degrees latitude (g = 980.6199 gals.).
 KC0554
 KC0554.The modeled gravity was interpolated from observed gravity values.
 KC0554
 KC0554;                    North         East    Units  Estimated Accuracy
 KC0554;SPC IL W     -   264,190.      666,070.      MT  (+/- 180 meters Scaled)
 KC0554
 KC0554                          SUPERSEDED SURVEY CONTROL
 KC0554
 KC0554  NGVD 29 (??/??/92)  133.126  (m)          436.76   (f) ADJ UNCH    1 2
 KC0554
 KC0554.Superseded values are not recommended for survey control.
 KC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0554.See file dsdata.txt to determine how the superseded data were derived.
 KC0554
 KC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD112247(NAD 83)
 KC0554
 KC0554  HISTORY     - Date     Condition        Report By
 KC0554  HISTORY     - UNK      MONUMENTED       DOD
 KC0554  HISTORY     - 20030620 GOOD             GEOCAC
 KC0554
 KC0554                          STATION DESCRIPTION
 KC0554
 KC0554'DESCRIBED BY GEOCACHING 2003 (KHK)
 KC0554'DESCRIPTION FOR PID KC0118 CAN ALSO BE USED TO LOCATE THIS STATION.
 KC0554'COORDINATES FROM A QUICK READING OF MY HANDHELD RECREATIONAL GPS
 KC0554'(BRUNTON MNS) ARE N 39 2.793 / W 90 33.527
 KC0554' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8134 ***********************************************************************
 DG8134  DESIGNATION -  3 JHS 1974
 DG8134  PID         -  DG8134
 DG8134  STATE/COUNTY-  IL/MASON
 DG8134  USGS QUAD   -  MASON CITY (1980)
 DG8134
 DG8134                         *CURRENT SURVEY CONTROL
 DG8134  ___________________________________________________________________
 DG8134* NAD 83(1997)-  40 10 43.31373(N)    089 44 42.37747(W)     ADJUSTED  
 DG8134* NAVD 88     -       174.9    (meters)     574.     (feet)  GPS OBS   
 DG8134  ___________________________________________________________________
 DG8134  X           -      21,710.046 (meters)                     COMP
 DG8134  Y           -  -4,879,990.102 (meters)                     COMP
 DG8134  Z           -   4,093,257.277 (meters)                     COMP
 DG8134  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DG8134  ELLIP HEIGHT-         142.23  (meters)          (02/03/05) GPS OBS
 DG8134  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DG8134
 DG8134  HORZ ORDER  -  FIRST
 DG8134  ELLP ORDER  -  FOURTH    CLASS II
 DG8134
 DG8134.The horizontal coordinates were established by GPS observations
 DG8134.and adjusted by the National Geodetic Survey in December 2004..
 DG8134
 DG8134.The orthometric height was determined by GPS observations and a
 DG8134.high-resolution geoid model.
 DG8134
 DG8134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8134
 DG8134.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8134
 DG8134.The ellipsoidal height was determined by GPS observations
 DG8134.and is referenced to NAD 83.
 DG8134
 DG8134.The geoid height was determined by GEOID03.
 DG8134
 DG8134;                    North         East     Units Scale Factor Converg.
 DG8134;SPC IL W     -   389,913.848   735,902.717   MT  0.99995704   +0 16 19.1
 DG8134;SPC IL W     - 1,279,242.35  2,414,374.16   sFT  0.99995704   +0 16 19.1
 DG8134;UTM  16      - 4,451,205.122   266,275.476   MT  1.00027252   -1 46 18.7
 DG8134
 DG8134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8134!SPC IL W     -   0.99997769  x   0.99995704  =   0.99993473
 DG8134!UTM  16      -   0.99997769  x   1.00027252  =   1.00025020
 DG8134
 DG8134                          SUPERSEDED SURVEY CONTROL
 DG8134
 DG8134  ELLIP H (12/06/04)  142.26   (m)                       GP(       ) 4 1
 DG8134
 DG8134.Superseded values are not recommended for survey control.
 DG8134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8134.See file dsdata.txt to determine how the superseded data were derived.
 DG8134
 DG8134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK6627551205(NAD 83)
 DG8134_MARKER: DD = SURVEY DISK
 DG8134_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG8134+WITH SETTING: INFORMATION.
 DG8134_STAMPING: 3 JHS 1974
 DG8134_MARK LOGO: USGS  
 DG8134_PROJECTION: FLUSH
 DG8134_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8134+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DG8134_ROD/PIPE-DEPTH:  0.9 meters
 DG8134_SLEEVE-DEPTH  :  0.3 meters
 DG8134
 DG8134  HISTORY     - Date     Condition        Report By
 DG8134  HISTORY     - 1974     MONUMENTED       USGS
 DG8134  HISTORY     - 20040517 GOOD             ILDT
 DG8134
 DG8134                          STATION DESCRIPTION
 DG8134
 DG8134'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (CLW)
 DG8134'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION MAY 2004 2.0
 DG8134'MILES SOUTHWEST OF MASON CITY.  TO REACH FROM JCT. IL 29/TR 800N, HEAD
 DG8134'WEST 1.0 MILE TO  STATION ON RIGHT.  11.6 FT. NORTH OF THE N AND BC IN
 DG8134'THE END POST, 0.8 FT. EAST OF FENCE LINE.   BRASS DISC IN CONCRETE IS
 DG8134'BURIED 3 IN. STATION IS NEAR THE N QUARTER CORNER OF SECTION 23 T20N,
 DG8134'R6W, 3RD P.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1222 ***********************************************************************
 JC1222  DESIGNATION -  3 LOCK 26
 JC1222  PID         -  JC1222
 JC1222  STATE/COUNTY-  IL/MADISON
 JC1222  USGS QUAD   -  ALTON (1994)
 JC1222
 JC1222                         *CURRENT SURVEY CONTROL
 JC1222  ___________________________________________________________________
 JC1222* NAD 83(1986)-  38 53 13.     (N)    090 10 57.     (W)     SCALED    
 JC1222* NAVD 88     -       131.282  (meters)     430.71   (feet)  ADJUSTED  
 JC1222  ___________________________________________________________________
 JC1222  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JC1222  DYNAMIC HT  -         131.201 (meters)     430.45  (feet)  COMP
 JC1222  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 JC1222
 JC1222  VERT ORDER  -  FIRST     CLASS II
 JC1222
 JC1222.The horizontal coordinates were scaled from a topographic map and have
 JC1222.an estimated accuracy of +/- 6 seconds.
 JC1222
 JC1222.The orthometric height was determined by differential leveling
 JC1222.and adjusted by the National Geodetic Survey in June 1991..
 JC1222
 JC1222.The geoid height was determined by GEOID03.
 JC1222
 JC1222.The dynamic height is computed by dividing the NAVD 88
 JC1222.geopotential number by the normal gravity value computed on the
 JC1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1222.degrees latitude (g = 980.6199 gals.).
 JC1222
 JC1222.The modeled gravity was interpolated from observed gravity values.
 JC1222
 JC1222;                    North         East    Units  Estimated Accuracy
 JC1222;SPC IL W     -   246,420.      698,630.      MT  (+/- 180 meters Scaled)
 JC1222
 JC1222                          SUPERSEDED SURVEY CONTROL
 JC1222
 JC1222  NGVD 29 (??/??/??)  131.247  (m)          430.60   (f) ADJUSTED    1 2
 JC1222
 JC1222.Superseded values are not recommended for survey control.
 JC1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1222.See file dsdata.txt to determine how the superseded data were derived.
 JC1222
 JC1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD443080(NAD 83)
 JC1222_MARKER: DD = SURVEY DISK
 JC1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1222_SP_SET: CONCRETE POST
 JC1222_STAMPING: BM 3
 JC1222_MARK LOGO: USE   
 JC1222_PROJECTION: PROJECTING 30 CENTIMETERS
 JC1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1222+STABILITY: SURFACE MOTION
 JC1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1222+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2003
 JC1222
 JC1222  HISTORY     - Date     Condition        Report By
 JC1222  HISTORY     - UNK      MONUMENTED       DOD
 JC1222  HISTORY     - 1981     GOOD             NGS
 JC1222  HISTORY     - 20030120 GOOD             GEOCAC
 JC1222
 JC1222                          STATION DESCRIPTION
 JC1222
 JC1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1222'IN ALTON.
 JC1222'IN ALTON, AT RIVER FRONT PARK, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF
 JC1222'THE BRICK REST ROOM BUILDING NEAR THE NORTHWEST END OF THE PARK.  THE
 JC1222'MARK IS ON THE SOUTHEAST SIDE OF A 20 FOOT HIGH OBSERVATION TOWER OF
 JC1222'THE U.S. CORP OF ENGINEERS AT LOCK AND DAM 26, NOTE AT IT ABOUT 4.8
 JC1222'KILOMETERS (3.0 MILES) SOUTHEAST DOWN RIVER, NOTE THE CONCRETE POST IS
 JC1222'ENCASED IN A 6-INCH METAL PIPE PROJECTING 0.3 METERS (1.0 FOOT) ABOVE
 JC1222'GROUND, 30.48 METERS (100.0 FEET) SOUTHWEST OF THE CENTER OF PARK
 JC1222'ROAD, 22.10 METERS (72.5 FEET) NORTHEAST OF AN 8 FOOT HIGH CHAIN LINK
 JC1222'FENCE PARALLELING LOCK AND DAM 26, 15.76 METERS (51.7 FEET) WEST OF AN
 JC1222'18-INCH LOCUST TREE, 13.72 METERS (45.0 FEET) NORTH-NORTHWEST OF A
 JC1222'14-INCH LOCUST TREE AND 4.88 METERS (16.0 FEET) SOUTH OF THE EAST LEG
 JC1222'OF THE U.S. CORP OF ENGINEERS OBSERVATION TOWER.
 JC1222'THE MARK IS 0.30 M ABOVE GROUND.
 JC1222
 JC1222                          STATION RECOVERY (2003)
 JC1222
 JC1222'RECOVERY NOTE BY GEOCACHING 2003 (KHK)
 JC1222'OBSERVATION TOWER IS GONE, TREE IS GONE, RESTROOM HAS BEEN MOVED, THE
 JC1222'ROADS ARE DIFFERENT BUT THE FENCE IS STILL IN PLACE.  MY HANDHELD
 JC1222'RECREATIONAL GPS YIELDED A LOCATION OF N 38 53.194 W 90 10.932
 JC1222' 
 JC1222' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1158 ***********************************************************************
 JC1158  DESIGNATION -  3 LOCK 27
 JC1158  PID         -  JC1158
 JC1158  STATE/COUNTY-  IL/MADISON
 JC1158  USGS QUAD   -  GRANITE CITY (1998)
 JC1158
 JC1158                         *CURRENT SURVEY CONTROL
 JC1158  ___________________________________________________________________
 JC1158* NAD 83(1986)-  38 42 03.     (N)    090 10 49.     (W)     SCALED    
 JC1158* NAVD 88     -       133.837  (meters)     439.10   (feet)  ADJUSTED  
 JC1158  ___________________________________________________________________
 JC1158  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JC1158  DYNAMIC HT  -         133.752 (meters)     438.82  (feet)  COMP
 JC1158  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JC1158
 JC1158  VERT ORDER  -  FIRST     CLASS II
 JC1158
 JC1158.The horizontal coordinates were scaled from a topographic map and have
 JC1158.an estimated accuracy of +/- 6 seconds.
 JC1158
 JC1158.The orthometric height was determined by differential leveling
 JC1158.and adjusted by the National Geodetic Survey in June 1991..
 JC1158
 JC1158.The geoid height was determined by GEOID03.
 JC1158
 JC1158.The dynamic height is computed by dividing the NAVD 88
 JC1158.geopotential number by the normal gravity value computed on the
 JC1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1158.degrees latitude (g = 980.6199 gals.).
 JC1158
 JC1158.The modeled gravity was interpolated from observed gravity values.
 JC1158
 JC1158;                    North         East    Units  Estimated Accuracy
 JC1158;SPC IL W     -   225,760.      698,820.      MT  (+/- 180 meters Scaled)
 JC1158
 JC1158                          SUPERSEDED SURVEY CONTROL
 JC1158
 JC1158  NGVD 29 (??/??/??)  133.803  (m)          438.99   (f) ADJUSTED    1 2
 JC1158
 JC1158.Superseded values are not recommended for survey control.
 JC1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1158.See file dsdata.txt to determine how the superseded data were derived.
 JC1158
 JC1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC452873(NAD 83)
 JC1158_MARKER: DD = SURVEY DISK
 JC1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1158_SP_SET: CONCRETE POST
 JC1158_STAMPING: BM 3
 JC1158_MARK LOGO: USE   
 JC1158_PROJECTION: RECESSED 30 CENTIMETERS
 JC1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1158+STABILITY: SURFACE MOTION
 JC1158
 JC1158  HISTORY     - Date     Condition        Report By
 JC1158  HISTORY     - UNK      MONUMENTED       DOD
 JC1158  HISTORY     - 1981     GOOD             NGS
 JC1158
 JC1158                          STATION DESCRIPTION
 JC1158
 JC1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1158'IN GRANITE CITY.
 JC1158'IN GRANITE CITY, AT THE U.S. ARMY CORPS OF ENGINEERS LOCK NO 27 ALONG
 JC1158'THE SOUTHEAST LEVEE PARALELLING THE LOCK, 9.15 METERS (30.0 FEET)
 JC1158'NORTHWEST OF THE CENTER OF THE LEVEE ROAD, 12.10 METERS (39.7 FEET)
 JC1158'NORTHWEST OF A 8 FOOT CHAIN LINK FENCE,
 JC1158'THE MARK IS 0.90 M ABOVE LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1162 ***********************************************************************
 JC1162  DESIGNATION -  3 LOCK 27 RM
 JC1162  PID         -  JC1162
 JC1162  STATE/COUNTY-  IL/MADISON
 JC1162  USGS QUAD   -  GRANITE CITY (1998)
 JC1162
 JC1162                         *CURRENT SURVEY CONTROL
 JC1162  ___________________________________________________________________
 JC1162* NAD 83(1986)-  38 42 02.     (N)    090 10 54.     (W)     SCALED    
 JC1162* NAVD 88     -       131.537  (meters)     431.55   (feet)  ADJUSTED  
 JC1162  ___________________________________________________________________
 JC1162  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JC1162  DYNAMIC HT  -         131.454 (meters)     431.28  (feet)  COMP
 JC1162  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JC1162
 JC1162  VERT ORDER  -  FIRST     CLASS II
 JC1162
 JC1162.The horizontal coordinates were scaled from a topographic map and have
 JC1162.an estimated accuracy of +/- 6 seconds.
 JC1162
 JC1162.The orthometric height was determined by differential leveling
 JC1162.and adjusted by the National Geodetic Survey in June 1991..
 JC1162
 JC1162.The geoid height was determined by GEOID03.
 JC1162
 JC1162.The dynamic height is computed by dividing the NAVD 88
 JC1162.geopotential number by the normal gravity value computed on the
 JC1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1162.degrees latitude (g = 980.6199 gals.).
 JC1162
 JC1162.The modeled gravity was interpolated from observed gravity values.
 JC1162
 JC1162;                    North         East    Units  Estimated Accuracy
 JC1162;SPC IL W     -   225,730.      698,700.      MT  (+/- 180 meters Scaled)
 JC1162
 JC1162                          SUPERSEDED SURVEY CONTROL
 JC1162
 JC1162  NGVD 29 (??/??/??)  131.503  (m)          431.44   (f) ADJUSTED    1 2
 JC1162
 JC1162.Superseded values are not recommended for survey control.
 JC1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1162.See file dsdata.txt to determine how the superseded data were derived.
 JC1162
 JC1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC450873(NAD 83)
 JC1162_MARKER: DD = SURVEY DISK
 JC1162_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JC1162_SP_SET: MASSIVE CONCRETE
 JC1162_STAMPING: RM 3
 JC1162_MARK LOGO: USE   
 JC1162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1162+STABILITY: POSITION/ELEVATION WELL
 JC1162
 JC1162  HISTORY     - Date     Condition        Report By
 JC1162  HISTORY     - UNK      MONUMENTED       DOD
 JC1162  HISTORY     - 1981     GOOD             NGS
 JC1162
 JC1162                          STATION DESCRIPTION
 JC1162
 JC1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1162'IN GRANITE CITY.
 JC1162'IN GRANITE CITY, AT THE U.S. ARMY CORPS OF ENGINEERS LOCK NUMBER 27
 JC1162'NEAR THE SOUTHWEST END CONTROL BUILDING OF THE SOUTHEAST WALL OF THE
 JC1162'SOUTHEAST LOCK CHANNEL, 8.23 METERS (27.0 FEET) NORTHWEST OF THE NORTH
 JC1162'CORNER OF THE BUILDING, 0.95 METERS (3.1 FEET) SOUTHEAST OF THE
 JC1162'SOUTH-EAST EDGE OF THE SOUTHEAST LOCK CHANNEL.
 JC1162'THE MARK IS ABOVE LEVEL WITH TOP OF LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0314 ***********************************************************************
 HB0314  DESIGNATION -  3 USE
 HB0314  PID         -  HB0314
 HB0314  STATE/COUNTY-  IL/MASSAC
 HB0314  USGS QUAD   -  PADUCAH EAST (1982)
 HB0314
 HB0314                         *CURRENT SURVEY CONTROL
 HB0314  ___________________________________________________________________
 HB0314* NAD 83(1986)-  37 07 09.     (N)    088 37 23.     (W)     SCALED    
 HB0314* NAVD 88     -       101.938  (meters)     334.44   (feet)  ADJUSTED  
 HB0314  ___________________________________________________________________
 HB0314  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0314  DYNAMIC HT  -         101.864 (meters)     334.20  (feet)  COMP
 HB0314  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 HB0314
 HB0314  VERT ORDER  -  SECOND    CLASS 0
 HB0314
 HB0314.The horizontal coordinates were scaled from a topographic map and have
 HB0314.an estimated accuracy of +/- 6 seconds.
 HB0314
 HB0314.The orthometric height was determined by differential leveling
 HB0314.and adjusted by the National Geodetic Survey in June 1991..
 HB0314
 HB0314.The geoid height was determined by GEOID03.
 HB0314
 HB0314.The dynamic height is computed by dividing the NAVD 88
 HB0314.geopotential number by the normal gravity value computed on the
 HB0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0314.degrees latitude (g = 980.6199 gals.).
 HB0314
 HB0314.The modeled gravity was interpolated from observed gravity values.
 HB0314
 HB0314;                    North         East    Units  Estimated Accuracy
 HB0314;SPC IL E     -    50,260.      274,250.      MT  (+/- 180 meters Scaled)
 HB0314
 HB0314                          SUPERSEDED SURVEY CONTROL
 HB0314
 HB0314  NGVD 29 (??/??/??)  101.963  (m)          334.52   (f) ADJUSTED    2 0
 HB0314
 HB0314.Superseded values are not recommended for survey control.
 HB0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0314.See file dsdata.txt to determine how the superseded data were derived.
 HB0314
 HB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG558093(NAD 83)
 HB0314_MARKER: P = PIPE CAP
 HB0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0314
 HB0314  HISTORY     - Date     Condition        Report By
 HB0314  HISTORY     - UNK      MONUMENTED       DOD
 HB0314  HISTORY     - 1935     GOOD             CGS
 HB0314  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0314  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0314
 HB0314                          STATION DESCRIPTION
 HB0314
 HB0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0314'AT BROOKPORT.
 HB0314'AT BROOKPORT, MASSAC COUNTY, ON THE OHIO RIVER, 0.2 MILE
 HB0314'DOWNSTREAM FROM THE HIGHWAY BRIDGE, AT AN OLD FERRY LANDING,
 HB0314'AT THE MIDDLE OF A BLOCK, AND 15 YARDS SOUTH OF A STREET.  A
 HB0314'CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP, FASTENED ON TOP OF A
 HB0314'3-INCH IRON PIPE.
 HB0314
 HB0314                          STATION RECOVERY (1978)
 HB0314
 HB0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0314'MARK NOT FOUND.
 HB0314
 HB0314                          STATION RECOVERY (1978)
 HB0314
 HB0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6916 ***********************************************************************
 DE6916  DESIGNATION -  30 2
 DE6916  PID         -  DE6916
 DE6916  STATE/COUNTY-  IL/FAYETTE
 DE6916  USGS QUAD   -  PATOKA (1981)
 DE6916
 DE6916                         *CURRENT SURVEY CONTROL
 DE6916  ___________________________________________________________________
 DE6916* NAD 83(1997)-  38 50 41.13457(N)    089 00 48.88316(W)     ADJUSTED  
 DE6916* NAVD 88     -       168.2    (meters)     552.     (feet)  GPS OBS   
 DE6916  ___________________________________________________________________
 DE6916  X           -      85,634.144 (meters)                     COMP
 DE6916  Y           -  -4,973,524.059 (meters)                     COMP
 DE6916  Z           -   3,978,994.832 (meters)                     COMP
 DE6916  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DE6916  ELLIP HEIGHT-         136.65  (meters)          (02/03/05) GPS OBS
 DE6916  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DE6916
 DE6916  HORZ ORDER  -  FIRST
 DE6916  ELLP ORDER  -  FOURTH    CLASS II
 DE6916
 DE6916.The horizontal coordinates were established by GPS observations
 DE6916.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6916
 DE6916.The orthometric height was determined by GPS observations and a
 DE6916.high-resolution geoid model.
 DE6916
 DE6916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6916
 DE6916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6916
 DE6916.The ellipsoidal height was determined by GPS observations
 DE6916.and is referenced to NAD 83.
 DE6916
 DE6916.The geoid height was determined by GEOID03.
 DE6916
 DE6916;                    North         East     Units Scale Factor Converg.
 DE6916;SPC IL E     -   241,964.500   240,945.422   MT  1.00001793   -0 25 36.0
 DE6916;SPC IL E     -   793,845.20    790,501.77   sFT  1.00001793   -0 25 36.0
 DE6916;UTM  16      - 4,301,475.995   325,252.577   MT  0.99997604   -1 15 47.7
 DE6916
 DE6916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6916!SPC IL E     -   0.99997856  x   1.00001793  =   0.99999649
 DE6916!UTM  16      -   0.99997856  x   0.99997604  =   0.99995460
 DE6916
 DE6916                          SUPERSEDED SURVEY CONTROL
 DE6916
 DE6916  ELLIP H (08/21/02)  136.67   (m)                       GP(       ) 3 1
 DE6916
 DE6916.Superseded values are not recommended for survey control.
 DE6916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6916.See file dsdata.txt to determine how the superseded data were derived.
 DE6916
 DE6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2525301476(NAD 83)
 DE6916_MARKER: DB = BENCH MARK DISK
 DE6916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6916_STAMPING: 30-2
 DE6916_MARK LOGO: NGS   
 DE6916_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6916+STABILITY: SURFACE MOTION
 DE6916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6916+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DE6916
 DE6916  HISTORY     - Date     Condition        Report By
 DE6916  HISTORY     - 1934     MONUMENTED       NGS
 DE6916  HISTORY     - 20060201 GOOD             ILDT
 DE6916
 DE6916                          STATION DESCRIPTION
 DE6916
 DE6916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DE6916'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999, (DEL) .
 DE6916'STATION IS LOCATED 4.4 MILES (7.1 KM) SE OF SHOBONIER,IL.  TO REACH
 DE6916'STATION FROM US ROUTE 51 AND COUNTY ROAD 900N AT SE SIDE OF SHOBONIER,
 DE6916'GO E ON COUNTY ROAD 900N FOR 3.9 MILES (6.3 KM) TO COUNTY ROAD 1300E,
 DE6916'GO S ON COUNTY ROAD 1300E FOR 1.5 MILES (2.4 KM) TO STATION ON THE
 DE6916'RIGHT.  STATION IS 24.7 FEET (7.5 M) W OF CENTERLINE COUNTY ROAD
 DE6916'1300E, 76.5 FEET (23.3 M) SSE OF SE CORNER OF OLD SCHOOL HOUSE, 173.2
 DE6916'FEET (52.8 M) NNW OF POWERPOLE, 182.9 FEET (55.7 M) SSW OF POWERPOLE.
 DE6916'STATION PROJECTS 1.1 FEET.  (0.3 M)
 DE6916
 DE6916                          STATION RECOVERY (2006)
 DE6916
 DE6916'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006
 DE6916'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1680 ***********************************************************************
 ME1680  DESIGNATION -  30 E LEYDEN TWP
 ME1680  PID         -  ME1680
 ME1680  STATE/COUNTY-  IL/COOK
 ME1680  USGS QUAD   -  ELMHURST (1997)
 ME1680
 ME1680                         *CURRENT SURVEY CONTROL
 ME1680  ___________________________________________________________________
 ME1680* NAD 83(1986)-  41 55 52.     (N)    087 55 11.     (W)     SCALED    
 ME1680* NAVD 88     -       202.248  (meters)     663.54   (feet)  ADJUSTED  
 ME1680  ___________________________________________________________________
 ME1680  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1680  DYNAMIC HT  -         202.180 (meters)     663.32  (feet)  COMP
 ME1680  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 ME1680
 ME1680  VERT ORDER  -  FIRST     CLASS II
 ME1680
 ME1680.The horizontal coordinates were scaled from a topographic map and have
 ME1680.an estimated accuracy of +/- 6 seconds.
 ME1680
 ME1680.The orthometric height was determined by differential leveling
 ME1680.and adjusted by the National Geodetic Survey in June 1991..
 ME1680
 ME1680.The geoid height was determined by GEOID03.
 ME1680
 ME1680.The dynamic height is computed by dividing the NAVD 88
 ME1680.geopotential number by the normal gravity value computed on the
 ME1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1680.degrees latitude (g = 980.6199 gals.).
 ME1680
 ME1680.The modeled gravity was interpolated from observed gravity values.
 ME1680
 ME1680;                    North         East    Units  Estimated Accuracy
 ME1680;SPC IL E     -   584,530.      334,300.      MT  (+/- 180 meters Scaled)
 ME1680
 ME1680                          SUPERSEDED SURVEY CONTROL
 ME1680
 ME1680  NGVD 29 (??/??/92)  202.33   (m)          663.8    (f) COMPUTED    1 2
 ME1680
 ME1680.Superseded values are not recommended for survey control.
 ME1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1680.See file dsdata.txt to determine how the superseded data were derived.
 ME1680
 ME1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM237425(NAD 83)
 ME1680_MARKER: B = BOLT
 ME1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1680_STAMPING: 1969
 ME1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1680+STABILITY: SURFACE MOTION
 ME1680
 ME1680  HISTORY     - Date     Condition        Report By
 ME1680  HISTORY     - UNK      MONUMENTED       IL1670
 ME1680  HISTORY     - 1947     GOOD             NGS
 ME1680  HISTORY     - 1964     MARK NOT FOUND   IL1670
 ME1680
 ME1680                          STATION DESCRIPTION
 ME1680
 ME1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1680'2.8 MI W FROM FRANKLIN PARK.
 ME1680'ABOUT 2.8 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN PARK
 ME1680'DISTRICT 84 SCHOOL AT FRANKLIN PARK, SET IN THE SOUTHEAST QUARTER
 ME1680'OF THE INTERSECTION OF MOUNT PROSPECT ROAD (COOK-DU PAGE COUNTY LINE
 ME1680'ROAD), 145 FEET EAST AND ACROSS THE COUNTY LINE ROAD FROM THE
 ME1680'CENTER OF THE ENTRANCE TO THE MOUNT EMBLEM CEMETERY, 31 FEET
 ME1680'EAST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 56 FEET SOUTH
 ME1680'OF THE CENTER LINE OF GRAND AVENUE, 40 FEET SOUTH-SOUTHWEST OF
 ME1680'THE SOUTH END OF A 16-INCH CLAY TILE CULVERT UNDER GRAND AVENUE, IN
 ME1680'LINE WITH A ROW OF POWER POLES, 2 FEET NORTH OF A WHITE WOODEN
 ME1680'WITNESS POST AND ABOUT LEVEL WITH THE CENTER OF THE INTERSECTION.
 ME1680'A COPPER BOLT SET IN THE TOP OF A CONCRETE POST AND COVERED
 ME1680'WITH A 10 INCH SQUARE IRON BOX PROJECTING ABOUT 3 INCHES.
 ME1680
 ME1680                          STATION RECOVERY (1964)
 ME1680
 ME1680'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1964
 ME1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0039 ***********************************************************************
 NH0039  DESIGNATION -  30 E SCHWAMBURG TWP
 NH0039  PID         -  NH0039
 NH0039  STATE/COUNTY-  IL/COOK
 NH0039  USGS QUAD   -  STREAMWOOD (1993)
 NH0039
 NH0039                         *CURRENT SURVEY CONTROL
 NH0039  ___________________________________________________________________
 NH0039* NAD 83(1986)-  42 00 19.     (N)    088 08 39.     (W)     SCALED    
 NH0039* NAVD 88     -       246.203  (meters)     807.75   (feet)  ADJUSTED  
 NH0039  ___________________________________________________________________
 NH0039  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NH0039  DYNAMIC HT  -         246.118 (meters)     807.47  (feet)  COMP
 NH0039  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 NH0039
 NH0039  VERT ORDER  -  FIRST     CLASS I
 NH0039
 NH0039.The horizontal coordinates were scaled from a topographic map and have
 NH0039.an estimated accuracy of +/- 6 seconds.
 NH0039
 NH0039.The orthometric height was determined by differential leveling
 NH0039.and adjusted by the National Geodetic Survey in June 1991..
 NH0039
 NH0039.The geoid height was determined by GEOID03.
 NH0039
 NH0039.The dynamic height is computed by dividing the NAVD 88
 NH0039.geopotential number by the normal gravity value computed on the
 NH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0039.degrees latitude (g = 980.6199 gals.).
 NH0039
 NH0039.The modeled gravity was interpolated from observed gravity values.
 NH0039
 NH0039;                    North         East    Units  Estimated Accuracy
 NH0039;SPC IL E     -   592,710.      315,670.      MT  (+/- 180 meters Scaled)
 NH0039
 NH0039                          SUPERSEDED SURVEY CONTROL
 NH0039
 NH0039  NGVD 29 (??/??/92)  246.285  (m)          808.02   (f) ADJ UNCH    1 1
 NH0039
 NH0039.Superseded values are not recommended for survey control.
 NH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0039.See file dsdata.txt to determine how the superseded data were derived.
 NH0039
 NH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM052509(NAD 83)
 NH0039_MARKER: B = BOLT
 NH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0039+STABILITY: SURFACE MOTION
 NH0039
 NH0039  HISTORY     - Date     Condition        Report By
 NH0039  HISTORY     - UNK      MONUMENTED       IL-031
 NH0039  HISTORY     - 1969     GOOD             NGS
 NH0039
 NH0039                          STATION DESCRIPTION
 NH0039
 NH0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0039'AT HANOVER PARK.
 NH0039'AT HANOVER PARK, AT THE INTERSECTION OF STATE HIGHWAY 19 WHICH
 NH0039'IS IRVING PARK ROAD AND BARRINGTON ROAD, 55 FEET NORTH OF THE
 NH0039'CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF
 NH0039'BARRINGTON ROAD, 3 FEET NORTH OF A POWER POLE, 1.4 FEET SOUTH
 NH0039'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 NH0039'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED
 NH0039'IN A 6-INCH SQUARE IRON BOX WITH AN IRON LID ON WHICH IS INSCRIBED
 NH0039'SCHAUMBURG TOWNSHIP 30 E COOK COUNTY BENCH MARK.  SEC 30, T41N,
 NH0039'R10E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0158 ***********************************************************************
 LC0158  DESIGNATION -  30 LES
 LC0158  PID         -  LC0158
 LC0158  STATE/COUNTY-  IL/CHAMPAIGN
 LC0158  USGS QUAD   -  URBANA (1975)
 LC0158
 LC0158                         *CURRENT SURVEY CONTROL
 LC0158  ___________________________________________________________________
 LC0158* NAD 83(1986)-  40 05 00.     (N)    088 14 16.     (W)     SCALED    
 LC0158* NAVD 88     -       217.742  (meters)     714.38   (feet)  ADJUSTED  
 LC0158  ___________________________________________________________________
 LC0158  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0158  DYNAMIC HT  -         217.631 (meters)     714.01  (feet)  COMP
 LC0158  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 LC0158
 LC0158  VERT ORDER  -  FIRST     CLASS II
 LC0158
 LC0158.The horizontal coordinates were scaled from a topographic map and have
 LC0158.an estimated accuracy of +/- 6 seconds.
 LC0158
 LC0158.The orthometric height was determined by differential leveling
 LC0158.and adjusted by the National Geodetic Survey in June 1991..
 LC0158
 LC0158.The geoid height was determined by GEOID03.
 LC0158
 LC0158.The dynamic height is computed by dividing the NAVD 88
 LC0158.geopotential number by the normal gravity value computed on the
 LC0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0158.degrees latitude (g = 980.6199 gals.).
 LC0158
 LC0158.The modeled gravity was interpolated from observed gravity values.
 LC0158
 LC0158;                    North         East    Units  Estimated Accuracy
 LC0158;SPC IL E     -   379,260.      308,150.      MT  (+/- 180 meters Scaled)
 LC0158
 LC0158                          SUPERSEDED SURVEY CONTROL
 LC0158
 LC0158  NGVD 29 (??/??/92)  217.780  (m)          714.50   (f) ADJ UNCH    1 2
 LC0158
 LC0158.Superseded values are not recommended for survey control.
 LC0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0158.See file dsdata.txt to determine how the superseded data were derived.
 LC0158
 LC0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK944377(NAD 83)
 LC0158_MARKER: DD = SURVEY DISK
 LC0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0158_STAMPING: 30 LES 1948
 LC0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0158+STABILITY: SURFACE MOTION
 LC0158
 LC0158  HISTORY     - Date     Condition        Report By
 LC0158  HISTORY     - 1948     MONUMENTED       USGS
 LC0158  HISTORY     - 1956     GOOD             NGS
 LC0158  HISTORY     - 1973     GOOD             NGS
 LC0158  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0158  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 LC0158
 LC0158                          STATION DESCRIPTION
 LC0158
 LC0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LC0158'1 MI S FROM CHAMPAIGN.
 LC0158'ABOUT 1.05 MILES SOUTH ALONG FIRST STREET EXTENDED FROM THE
 LC0158'UNIVERSITY OF ILLINOIS STADIUM AT CHAMPAIGN, 44 FEET EAST OF
 LC0158'CENTER LINE OF NORTH-SOUTH ROAD, 54 FEET EAST-NORTHEAST OF CENTER
 LC0158'OF JUNCTION ROADS, 15 FEET NORTH OF CENTER LINE OF ROAD LEADING EAST,
 LC0158'27 FEET SOUTH-SOUTHEAST OF A TELEPHONE CABLE LINE GUY POLE, 3 1/2
 LC0158'FEET NORTHWEST OF A FENCE CORNER, ABOUT 1 FOOT BELOW LEVEL OF
 LC0158'NORTH-SOUTH ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 LC0158'WITH GROUND.
 LC0158
 LC0158                          STATION RECOVERY (1973)
 LC0158
 LC0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0158'RECOVERED IN GOOD CONDITION.
 LC0158
 LC0158                          STATION RECOVERY (1986)
 LC0158
 LC0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0158'MARK NOT FOUND.
 LC0158
 LC0158                          STATION RECOVERY (2005)
 LC0158
 LC0158'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0689 ***********************************************************************
 NJ0689  DESIGNATION -  30 MDD
 NJ0689  PID         -  NJ0689
 NJ0689  STATE/COUNTY-  IL/JO DAVIESS
 NJ0689  USGS QUAD   -  PLEASANT VALLEY (1985)
 NJ0689
 NJ0689                         *CURRENT SURVEY CONTROL
 NJ0689  ___________________________________________________________________
 NJ0689* NAD 83(1986)-  42 13 37.     (N)    090 01 40.     (W)     SCALED    
 NJ0689* NAVD 88     -       203.643  (meters)     668.12   (feet)  ADJUSTED  
 NJ0689  ___________________________________________________________________
 NJ0689  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NJ0689  DYNAMIC HT  -         203.574 (meters)     667.89  (feet)  COMP
 NJ0689  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NJ0689
 NJ0689  VERT ORDER  -  THIRD
 NJ0689
 NJ0689.The horizontal coordinates were scaled from a topographic map and have
 NJ0689.an estimated accuracy of +/- 6 seconds.
 NJ0689
 NJ0689.The orthometric height was determined by differential leveling
 NJ0689.and adjusted by the National Geodetic Survey in June 1991..
 NJ0689
 NJ0689.The geoid height was determined by GEOID03.
 NJ0689
 NJ0689.The dynamic height is computed by dividing the NAVD 88
 NJ0689.geopotential number by the normal gravity value computed on the
 NJ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0689.degrees latitude (g = 980.6199 gals.).
 NJ0689
 NJ0689.The modeled gravity was interpolated from observed gravity values.
 NJ0689
 NJ0689;                    North         East    Units  Estimated Accuracy
 NJ0689;SPC IL W     -   617,300.      711,470.      MT  (+/- 180 meters Scaled)
 NJ0689
 NJ0689                          SUPERSEDED SURVEY CONTROL
 NJ0689
 NJ0689.No superseded survey control is available for this station.
 NJ0689
 NJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG452792(NAD 83)
 NJ0689_MARKER: DB = BENCH MARK DISK
 NJ0689_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NJ0689_SP_SET: CONCRETE HEADWALL
 NJ0689_STAMPING: 30 MDD 1967
 NJ0689_MARK LOGO: USGS  
 NJ0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0689+STABILITY: SURFACE MOTION
 NJ0689
 NJ0689  HISTORY     - Date     Condition        Report By
 NJ0689  HISTORY     - 1967     MONUMENTED       USGS
 NJ0689  HISTORY     - 19961221 GOOD             USPSQD
 NJ0689
 NJ0689                          STATION DESCRIPTION
 NJ0689
 NJ0689'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NJ0689'14.6 KM (9.10 MI) SSW FROM STOCKTON.
 NJ0689'STOCKTON, AT THE JUNCTION OF HWYS. 20 AND 78 SOUTH, 9.0 MI SOUTH AND
 NJ0689'1.1 MI WEST OF, 8.5 MI NORTH AND 2.5 MI WEST OF MT. CARROLL, ABOUT
 NJ0689'0.1 MI NORTH OF THE QUARTER CORNER BETWEEN SECTIONS 22 AND 27,
 NJ0689'T. 26 N., R. 4 E., 65 FT SOUTH, 18 FT WEST AND 2.8 FT HIGHER THAN
 NJ0689'THE CENTER OF HWY. 78 AT THE CONCRETE BRIDGE OVER MUDDY PLUM RIVER
 NJ0689'IN THE TOP OF THE SW. CONCRETE HEADWALL, A STANDARD TABLET STAMPED
 NJ0689'30 MDD 1967
 NJ0689
 NJ0689                          STATION RECOVERY (1996)
 NJ0689
 NJ0689'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0690 ***********************************************************************
 NJ0690  DESIGNATION -  30 MDD RM
 NJ0690  PID         -  NJ0690
 NJ0690  STATE/COUNTY-  IL/JO DAVIESS
 NJ0690  USGS QUAD   -  PLEASANT VALLEY (1985)
 NJ0690
 NJ0690                         *CURRENT SURVEY CONTROL
 NJ0690  ___________________________________________________________________
 NJ0690* NAD 83(1986)-  42 13 33.     (N)    090 01 37.     (W)     SCALED    
 NJ0690* NAVD 88     -       202.097  (meters)     663.05   (feet)  ADJUSTED  
 NJ0690  ___________________________________________________________________
 NJ0690  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NJ0690  DYNAMIC HT  -         202.029 (meters)     662.82  (feet)  COMP
 NJ0690  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NJ0690
 NJ0690  VERT ORDER  -  THIRD
 NJ0690
 NJ0690.The horizontal coordinates were scaled from a topographic map and have
 NJ0690.an estimated accuracy of +/- 6 seconds.
 NJ0690
 NJ0690.The orthometric height was determined by differential leveling
 NJ0690.and adjusted by the National Geodetic Survey in June 1991..
 NJ0690
 NJ0690.The geoid height was determined by GEOID03.
 NJ0690
 NJ0690.The dynamic height is computed by dividing the NAVD 88
 NJ0690.geopotential number by the normal gravity value computed on the
 NJ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0690.degrees latitude (g = 980.6199 gals.).
 NJ0690
 NJ0690.The modeled gravity was interpolated from observed gravity values.
 NJ0690
 NJ0690;                    North         East    Units  Estimated Accuracy
 NJ0690;SPC IL W     -   617,180.      711,530.      MT  (+/- 180 meters Scaled)
 NJ0690
 NJ0690                          SUPERSEDED SURVEY CONTROL
 NJ0690
 NJ0690.No superseded survey control is available for this station.
 NJ0690
 NJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG453791(NAD 83)
 NJ0690_MARKER: Q = CHISELED SQUARE
 NJ0690_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NJ0690_SP_SET: CONCRETE SLAB
 NJ0690_MARK LOGO: NONE  
 NJ0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0690
 NJ0690  HISTORY     - Date     Condition        Report By
 NJ0690  HISTORY     - 1967     MONUMENTED       USGS
 NJ0690  HISTORY     - 19961221 GOOD             USPSQD
 NJ0690
 NJ0690                          STATION DESCRIPTION
 NJ0690
 NJ0690'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NJ0690'14.8 KM (9.20 MI) SSW FROM STOCKTON.
 NJ0690'REFERENCE MARK IS ABOUT 400 FT SOUTH OF TABLET, 71 FT NORTH AND 43 FT
 NJ0690'WEST OF HWY. 78 AT GRAVEL ROAD WEST, ON THE TOP OF THE NE. CORNER OF
 NJ0690'AN 8.5 FT BY 2.5 FT CONCRETE SLAB, A CHISELED SQUARE
 NJ0690
 NJ0690                          STATION RECOVERY (1996)
 NJ0690
 NJ0690'RECOVERY NOTE BY US POWER SQUADRON 1996
 NJ0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1628 ***********************************************************************
 ME1628  DESIGNATION -  31
 ME1628  PID         -  ME1628
 ME1628  STATE/COUNTY-  IL/COOK
 ME1628  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1628
 ME1628                         *CURRENT SURVEY CONTROL
 ME1628  ___________________________________________________________________
 ME1628* NAD 83(1997)-  41 54 41.52398(N)    087 37 53.93968(W)     ADJUSTED  
 ME1628* NAVD 88     -       181.983  (meters)     597.06   (feet)  ADJUSTED  
 ME1628  ___________________________________________________________________
 ME1628  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 ME1628  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME1628  DYNAMIC HT  -         181.922 (meters)     596.86  (feet)  COMP
 ME1628  MODELED GRAV-     980,281.2   (mgal)                       NAVD 88
 ME1628
 ME1628  HORZ ORDER  -  SECOND
 ME1628  VERT ORDER  -  FIRST     CLASS 0
 ME1628
 ME1628.The horizontal coordinates were established by classical geodetic methods
 ME1628.and adjusted by the National Geodetic Survey in October 1999..
 ME1628
 ME1628.The orthometric height was determined by differential leveling
 ME1628.and adjusted by the National Geodetic Survey in June 1991..
 ME1628.WARNING-Repeat measurements at this control monument indicate possible
 ME1628.vertical movement.
 ME1628
 ME1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1628
 ME1628.The geoid height was determined by GEOID03.
 ME1628
 ME1628.The dynamic height is computed by dividing the NAVD 88
 ME1628.geopotential number by the normal gravity value computed on the
 ME1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1628.degrees latitude (g = 980.6199 gals.).
 ME1628
 ME1628.The modeled gravity was interpolated from observed gravity values.
 ME1628
 ME1628;                    North         East     Units Scale Factor Converg.
 ME1628;SPC IL E     -   582,514.889   358,214.162   MT  1.00001668   +0 28 07.4
 ME1628;SPC IL E     - 1,911,134.26  1,175,240.96   sFT  1.00001668   +0 28 07.4
 ME1628;UTM  16      - 4,640,146.956   447,615.747   MT  0.99963377   -0 25 19.0
 ME1628
 ME1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1628!SPC IL E     -   0.99997672  x   1.00001668  =   0.99999340
 ME1628!UTM  16      -   0.99997672  x   0.99963377  =   0.99961050
 ME1628
 ME1628                          SUPERSEDED SURVEY CONTROL
 ME1628
 ME1628  NAD 83(1997)-  41 54 41.52419(N)    087 37 53.94013(W) AD(       ) 2
 ME1628  NAD 83(1997)-  41 54 41.52830(N)    087 37 53.95265(W) AD(       ) 2
 ME1628  NAD 83(1986)-  41 54 41.52868(N)    087 37 53.95143(W) AD(       ) 2
 ME1628  NAD 27      -  41 54 41.40824(N)    087 37 53.75970(W) AD(       ) 2
 ME1628  NGVD 29 (??/??/92)  182.060  (m)          597.31   (f) ADJ UNCH    1 0
 ME1628
 ME1628.Superseded values are not recommended for survey control.
 ME1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1628.See file dsdata.txt to determine how the superseded data were derived.
 ME1628
 ME1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4761640147(NAD 83)
 ME1628_MARKER: DB = BENCH MARK DISK
 ME1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1628+STABILITY: SURFACE MOTION
 ME1628
 ME1628  HISTORY     - Date     Condition        Report By
 ME1628  HISTORY     - UNK      MONUMENTED       IL1670
 ME1628  HISTORY     - 1969     GOOD             NGS
 ME1628  HISTORY     - 1973     GOOD             NGS
 ME1628  HISTORY     - 1977     GOOD             NGS
 ME1628  HISTORY     - 1983     GOOD             IL1670
 ME1628  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1628
 ME1628                          STATION DESCRIPTION
 ME1628
 ME1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1628'3.4 MI N FROM CHICAGO.
 ME1628'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1628'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG
 ME1628'LAKE SHORE DRIVE, THENCE 0.3 MILE WEST ALONG W. NORTH AVENUE,
 ME1628'121 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 16 1/2 FEET
 ME1628'EAST OF THE EAST CURB OF N. CLARK STREET, 4 1/2 FEET SOUTH OF
 ME1628'THE SOUTH CURB OF THE SOUTH DRIVEWAY TO THE CHICAGO HISTORICAL
 ME1628'SOCIETY MUSEUM, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 ME1628'ENCASED IN A 10-INCH SQUARE IRON BOX WITH AN IRON LID WHICH
 ME1628'IS ABOUT LEVEL WITH THE SIDEWALK.
 ME1628
 ME1628                          STATION RECOVERY (1973)
 ME1628
 ME1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1628'2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM ILLINOIS CENTRAL RAILROAD
 ME1628'STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG LAKE SHORE DRIVE,
 ME1628'THENCE 0.3 MILE WEST ALONG WEST NORTH AVENUE, TO INTERSECTION OF WEST
 ME1628'NORTH AVENUE AND NORTH CLARK STREET, 121 FEET NORTH OF NORTH CURB OF
 ME1628'WEST NORTH AVENUE 16.5 FEET EAST OF EAST CURB OF NORTH CLARK STREET,
 ME1628'SET IN SOUTHWEST CORNER OF BRICK MAUL AREA TO SOUTHWEST OF CHICAGO
 ME1628'HISTORICAL SOCIETY MUSEUM, COVERED BY 10 INCH SQUARE IRON COVER ABOUT
 ME1628'0.5 FOOT BELOW LEVEL OF SIDEWALK.  SEC 34, T 40N, R 14E.
 ME1628
 ME1628                          STATION RECOVERY (1977)
 ME1628
 ME1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1628'RECOVERED IN GOOD CONDITION.
 ME1628
 ME1628                          STATION RECOVERY (1983)
 ME1628
 ME1628'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME1628'LOCATED IN CHICAGO, IN LINCOLN PARK AREA, AT NORTH AVENUE AND NORTH
 ME1628'CLARK STREET.
 ME1628'
 ME1628'TO REACH SEE ABOVE PARAGRAPH.
 ME1628'
 ME1628'STATION IS A STANDARD COC DISK, LOCATED 105 FEET NORTHWESTERLY OF
 ME1628'WEST NORTH AVENUE AND 8 FEET EAST OF THE INSIDE EDGE OF WALK ALONG
 ME1628'EAST SIDE OF NORTH CLARK STREE.
 ME1628'
 ME1628'DESCRIBED BY CITY OF CHICAGO.
 ME1628
 ME1628                          STATION RECOVERY (1989)
 ME1628
 ME1628'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0203 ***********************************************************************
 LD0203  DESIGNATION -  31 BOLT
 LD0203  PID         -  LD0203
 LD0203  STATE/COUNTY-  IL/CASS
 LD0203  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0203
 LD0203                         *CURRENT SURVEY CONTROL
 LD0203  ___________________________________________________________________
 LD0203* NAD 83(1986)-  40 02 54.     (N)    090 09 11.     (W)     SCALED    
 LD0203* NAVD 88     -       139.909  (meters)     459.02   (feet)  ADJUSTED  
 LD0203  ___________________________________________________________________
 LD0203  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LD0203  DYNAMIC HT  -         139.837 (meters)     458.78  (feet)  COMP
 LD0203  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 LD0203
 LD0203  VERT ORDER  -  FIRST     CLASS II
 LD0203
 LD0203.The horizontal coordinates were scaled from a topographic map and have
 LD0203.an estimated accuracy of +/- 6 seconds.
 LD0203
 LD0203.The orthometric height was determined by differential leveling
 LD0203.and adjusted by the National Geodetic Survey in June 1991..
 LD0203
 LD0203.The geoid height was determined by GEOID03.
 LD0203
 LD0203.The dynamic height is computed by dividing the NAVD 88
 LD0203.geopotential number by the normal gravity value computed on the
 LD0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0203.degrees latitude (g = 980.6199 gals.).
 LD0203
 LD0203.The modeled gravity was interpolated from observed gravity values.
 LD0203
 LD0203;                    North         East    Units  Estimated Accuracy
 LD0203;SPC IL W     -   375,350.      701,160.      MT  (+/- 180 meters Scaled)
 LD0203
 LD0203                          SUPERSEDED SURVEY CONTROL
 LD0203
 LD0203  NGVD 29 (??/??/92)  140.011  (m)          459.35   (f) ADJ UNCH    1 2
 LD0203
 LD0203.Superseded values are not recommended for survey control.
 LD0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0203.See file dsdata.txt to determine how the superseded data were derived.
 LD0203
 LD0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE428370(NAD 83)
 LD0203_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0203_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0203_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0203_STAMPING: ELEV 470.67 FT MEMPHIS DATUM 1903
 LD0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0203
 LD0203  HISTORY     - Date     Condition        Report By
 LD0203  HISTORY     - 1903     MONUMENTED       DOD
 LD0203  HISTORY     - 1961     GOOD             NGS
 LD0203
 LD0203                          STATION DESCRIPTION
 LD0203
 LD0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0203'0.1 MI SW FROM CHANDLERVILLE.
 LD0203'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 LD0203'OF LAKE STREET IN CHANDLERVILLE, NEAR THE JUNCTION OF RIVER STREET
 LD0203'AND STATE HIGHWAY 78, 176 FEET NORTHEAST OF THE CENTER LINE OF
 LD0203'RIVER STREET, 91.7 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 LD0203'HIGHWAY 78, 91.5 FEET NORTH OF THE NORTH CORNER OF A TWO-STORY
 LD0203'HOUSE, 15.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A YARD,
 LD0203'56 FEET EAST OF A POWER LINE POLE WITH A TRANSFORMER, ABOUT LEVEL
 LD0203'WITH THE HIGHWAY, A COPPER BOLT LEADED ON TOP OF A LIMESTONE
 LD0203'SLAB 4 FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AN IRON
 LD0203'PIPE BEARING AN ILLINOIS RIVER SURVEY CAP STAMPED AS STATED
 LD0203'ABOVE AND PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0062 ***********************************************************************
 MF0062  DESIGNATION -  31 C SCHAUMBURG TWP
 MF0062  PID         -  MF0062
 MF0062  STATE/COUNTY-  IL/COOK
 MF0062  USGS QUAD   -  WEST CHICAGO (1993)
 MF0062
 MF0062                         *CURRENT SURVEY CONTROL
 MF0062  ___________________________________________________________________
 MF0062* NAD 83(1986)-  41 59 19.     (N)    088 08 44.     (W)     SCALED    
 MF0062* NAVD 88     -       241.506  (meters)     792.34   (feet)  ADJUSTED  
 MF0062  ___________________________________________________________________
 MF0062  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MF0062  DYNAMIC HT  -         241.422 (meters)     792.07  (feet)  COMP
 MF0062  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 MF0062
 MF0062  VERT ORDER  -  FIRST     CLASS I
 MF0062
 MF0062.The horizontal coordinates were scaled from a topographic map and have
 MF0062.an estimated accuracy of +/- 6 seconds.
 MF0062
 MF0062.The orthometric height was determined by differential leveling
 MF0062.and adjusted by the National Geodetic Survey in June 1991..
 MF0062
 MF0062.The geoid height was determined by GEOID03.
 MF0062
 MF0062.The dynamic height is computed by dividing the NAVD 88
 MF0062.geopotential number by the normal gravity value computed on the
 MF0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0062.degrees latitude (g = 980.6199 gals.).
 MF0062
 MF0062.The modeled gravity was interpolated from observed gravity values.
 MF0062
 MF0062;                    North         East    Units  Estimated Accuracy
 MF0062;SPC IL E     -   590,860.      315,560.      MT  (+/- 180 meters Scaled)
 MF0062
 MF0062                          SUPERSEDED SURVEY CONTROL
 MF0062
 MF0062  NGVD 29 (??/??/92)  241.586  (m)          792.60   (f) ADJ UNCH    1 1
 MF0062
 MF0062.Superseded values are not recommended for survey control.
 MF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0062.See file dsdata.txt to determine how the superseded data were derived.
 MF0062
 MF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM051491(NAD 83)
 MF0062_MARKER: B = BOLT
 MF0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0062+STABILITY: SURFACE MOTION
 MF0062
 MF0062  HISTORY     - Date     Condition        Report By
 MF0062  HISTORY     - UNK      MONUMENTED       IL-031
 MF0062  HISTORY     - 1969     GOOD             NGS
 MF0062
 MF0062                          STATION DESCRIPTION
 MF0062
 MF0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0062'1.2 MI S FROM HANOVER PARK.
 MF0062'ABOUT 1.15 MILES SOUTH ALONG BARRINGTON ROAD FROM THE INTERSECTION
 MF0062'OF THE ROAD AND STATE HIGHWAY 19 AT HANOVER PARK, OR ABOUT
 MF0062'0.35 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO, MILWAUKEE,
 MF0062'ST. PAUL, AND PACIFIC RAILROAD STATION AT ONTARIOVILLE, 56 FEET
 MF0062'WEST OF THE CENTER LINE OF BARRINGTON ROAD, 66 FEET NORTH OF THE
 MF0062'CENTER LINE OF U.S. HIGHWAY 20, 46 FEET NORTHWEST OF A POWER
 MF0062'POLE WHICH BEARS A LIGHT, 29 FEET NORTHEAST OF A 20-INCH LOCUST
 MF0062'TREE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 MF0062'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 MF0062'POST WHICH IS ENCASED IN A 6-INCH SQUARE IRON BOX WITH AN IRON LID
 MF0062'ON WHICH IS INSCRIBED COOK COUNDY BENCH MARK 31 C SCHAUMBURG
 MF0062'TOWNSHIP.  SEC 36, T 41N, R 9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0202 ***********************************************************************
 LD0202  DESIGNATION -  31 CAP
 LD0202  PID         -  LD0202
 LD0202  STATE/COUNTY-  IL/CASS
 LD0202  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0202
 LD0202                         *CURRENT SURVEY CONTROL
 LD0202  ___________________________________________________________________
 LD0202* NAD 83(1986)-  40 02 53.     (N)    090 09 11.     (W)     SCALED    
 LD0202* NAVD 88     -       141.114  (meters)     462.97   (feet)  ADJUSTED  
 LD0202  ___________________________________________________________________
 LD0202  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LD0202  DYNAMIC HT  -         141.041 (meters)     462.73  (feet)  COMP
 LD0202  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 LD0202
 LD0202  VERT ORDER  -  FIRST     CLASS II
 LD0202
 LD0202.The horizontal coordinates were scaled from a topographic map and have
 LD0202.an estimated accuracy of +/- 6 seconds.
 LD0202
 LD0202.The orthometric height was determined by differential leveling
 LD0202.and adjusted by the National Geodetic Survey in June 1991..
 LD0202
 LD0202.The geoid height was determined by GEOID03.
 LD0202
 LD0202.The dynamic height is computed by dividing the NAVD 88
 LD0202.geopotential number by the normal gravity value computed on the
 LD0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0202.degrees latitude (g = 980.6199 gals.).
 LD0202
 LD0202.The modeled gravity was interpolated from observed gravity values.
 LD0202
 LD0202;                    North         East    Units  Estimated Accuracy
 LD0202;SPC IL W     -   375,320.      701,160.      MT  (+/- 180 meters Scaled)
 LD0202
 LD0202                          SUPERSEDED SURVEY CONTROL
 LD0202
 LD0202  NGVD 29 (??/??/92)  141.212  (m)          463.29   (f) ADJ UNCH    1 2
 LD0202
 LD0202.Superseded values are not recommended for survey control.
 LD0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0202.See file dsdata.txt to determine how the superseded data were derived.
 LD0202
 LD0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE428369(NAD 83)
 LD0202_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0202_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0202_STAMPING: ELEV 470.67 FT MEMPHIS DATUM 1903
 LD0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0202
 LD0202  HISTORY     - Date     Condition        Report By
 LD0202  HISTORY     - 1903     MONUMENTED       DOD
 LD0202  HISTORY     - 1961     GOOD             NGS
 LD0202
 LD0202                          STATION DESCRIPTION
 LD0202
 LD0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0202'0.1 MI SW FROM CHANDLERVILLE.
 LD0202'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 LD0202'OF LAKE STREET IN CHANDLERVILLE, NEAR THE JUNCTION OF RIVER STREET
 LD0202'AND STATE HIGHWAY 78, 176 FEET NORTHEAST OF THE CENTER LINE OF
 LD0202'RIVER STREET, 91.7 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 LD0202'HIGHWAY 78, 91.5 FEET NORTH OF THE NORTH CORNER OF A TWO-STORY
 LD0202'HOUSE, 15.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A YARD,
 LD0202'56 FEET EAST OF A POWER LINE POLE WITH A TRANSFORMER, ABOUT LEVEL
 LD0202'WITH THE HIGHWAY, A COPPER BOLT LEADED ON TOP OF A LIMESTONE
 LD0202'SLAB 4 FEET UNDERGROUND ACCESS TO WHICH IS HAD THROUGH AN IRON
 LD0202'PIPE BEARING AN ILLINOIS RIVER SURVEY CAP STAMPED AS STATED ABOVE
 LD0202'AND PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0160 ***********************************************************************
 LC0160  DESIGNATION -  31 LES
 LC0160  PID         -  LC0160
 LC0160  STATE/COUNTY-  IL/CHAMPAIGN
 LC0160  USGS QUAD   -  URBANA (1975)
 LC0160
 LC0160                         *CURRENT SURVEY CONTROL
 LC0160  ___________________________________________________________________
 LC0160* NAD 83(1986)-  40 04 51.     (N)    088 14 17.     (W)     SCALED    
 LC0160* NAVD 88     -       218.106  (meters)     715.57   (feet)  ADJUSTED  
 LC0160  ___________________________________________________________________
 LC0160  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0160  DYNAMIC HT  -         217.995 (meters)     715.21  (feet)  COMP
 LC0160  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 LC0160
 LC0160  VERT ORDER  -  FIRST     CLASS II
 LC0160
 LC0160.The horizontal coordinates were scaled from a topographic map and have
 LC0160.an estimated accuracy of +/- 6 seconds.
 LC0160
 LC0160.The orthometric height was determined by differential leveling
 LC0160.and adjusted by the National Geodetic Survey in June 1991..
 LC0160
 LC0160.The geoid height was determined by GEOID03.
 LC0160
 LC0160.The dynamic height is computed by dividing the NAVD 88
 LC0160.geopotential number by the normal gravity value computed on the
 LC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0160.degrees latitude (g = 980.6199 gals.).
 LC0160
 LC0160.The modeled gravity was interpolated from observed gravity values.
 LC0160
 LC0160;                    North         East    Units  Estimated Accuracy
 LC0160;SPC IL E     -   378,980.      308,130.      MT  (+/- 180 meters Scaled)
 LC0160
 LC0160                          SUPERSEDED SURVEY CONTROL
 LC0160
 LC0160  NGVD 29 (??/??/92)  218.144  (m)          715.69   (f) ADJ UNCH    1 2
 LC0160
 LC0160.Superseded values are not recommended for survey control.
 LC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0160.See file dsdata.txt to determine how the superseded data were derived.
 LC0160
 LC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK944374(NAD 83)
 LC0160_MARKER: DD = SURVEY DISK
 LC0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0160_STAMPING: 31 LES 716 1948
 LC0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0160+STABILITY: SURFACE MOTION
 LC0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0160+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 LC0160
 LC0160  HISTORY     - Date     Condition        Report By
 LC0160  HISTORY     - 1948     MONUMENTED       USGS
 LC0160  HISTORY     - 1956     GOOD             NGS
 LC0160  HISTORY     - 1973     GOOD             NGS
 LC0160  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0160  HISTORY     - 20051130 GOOD             ILDT
 LC0160
 LC0160                          STATION DESCRIPTION
 LC0160
 LC0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LC0160'1.4 MI S FROM CHAMPAIGN.
 LC0160'ABOUT 1.35 MILES SOUTH ALONG FIRST STREET EXTENDED FROM THE
 LC0160'UNIVERSITY OF ILLINOIS STADIUM AT CHAMPAIGN, AT RADIO STATION
 LC0160'WILL TRANSMITTING BUILDING, 26 FEET EAST OF CENTER LINE OF ROAD,
 LC0160'22 FEET WEST OF NORTHWEST CORNER OF TRANSMITTING BUILDING, 3 1/2
 LC0160'FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET EAST OF A LAWN
 LC0160'HEDGE, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF
 LC0160'A CONCRETE POST ABOUT FLUSH WITH GROUND.
 LC0160
 LC0160                          STATION RECOVERY (1973)
 LC0160
 LC0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0160'RECOVERED IN GOOD CONDITION.
 LC0160
 LC0160                          STATION RECOVERY (1986)
 LC0160
 LC0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0160'MARK NOT FOUND.
 LC0160
 LC0160                          STATION RECOVERY (2005)
 LC0160
 LC0160'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0923 ***********************************************************************
 NH0923  DESIGNATION -  31 MDD
 NH0923  PID         -  NH0923
 NH0923  STATE/COUNTY-  IL/CARROLL
 NH0923  USGS QUAD   -  LORAN (1985)
 NH0923
 NH0923                         *CURRENT SURVEY CONTROL
 NH0923  ___________________________________________________________________
 NH0923* NAD 83(1986)-  42 11 32.     (N)    089 59 49.     (W)     SCALED    
 NH0923* NAVD 88     -       262.445  (meters)     861.04   (feet)  ADJUSTED  
 NH0923  ___________________________________________________________________
 NH0923  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NH0923  DYNAMIC HT  -         262.357 (meters)     860.75  (feet)  COMP
 NH0923  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 NH0923
 NH0923  VERT ORDER  -  THIRD
 NH0923
 NH0923.The horizontal coordinates were scaled from a topographic map and have
 NH0923.an estimated accuracy of +/- 6 seconds.
 NH0923
 NH0923.The orthometric height was determined by differential leveling
 NH0923.and adjusted by the National Geodetic Survey in June 1991..
 NH0923
 NH0923.The geoid height was determined by GEOID03.
 NH0923
 NH0923.The dynamic height is computed by dividing the NAVD 88
 NH0923.geopotential number by the normal gravity value computed on the
 NH0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0923.degrees latitude (g = 980.6199 gals.).
 NH0923
 NH0923.The modeled gravity was interpolated from observed gravity values.
 NH0923
 NH0923;                    North         East    Units  Estimated Accuracy
 NH0923;SPC IL W     -   613,450.      714,020.      MT  (+/- 180 meters Scaled)
 NH0923
 NH0923                          SUPERSEDED SURVEY CONTROL
 NH0923
 NH0923.No superseded survey control is available for this station.
 NH0923
 NH0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM525754(NAD 83)
 NH0923_MARKER: DB = BENCH MARK DISK
 NH0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0923_SP_SET: CONCRETE POST
 NH0923_STAMPING: 31 MDD 1967
 NH0923_MARK LOGO: USGS  
 NH0923_PROJECTION: FLUSH
 NH0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0923+STABILITY: SURFACE MOTION
 NH0923
 NH0923  HISTORY     - Date     Condition        Report By
 NH0923  HISTORY     - 1967     MONUMENTED       USGS
 NH0923  HISTORY     - 19950624 GOOD             USPSQD
 NH0923  HISTORY     - 20011203 GOOD             NGS
 NH0923  HISTORY     - 20031002 GOOD             USPSQD
 NH0923
 NH0923                          STATION DESCRIPTION
 NH0923
 NH0923'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NH0923'10.1 KM (6.30 MI) NNW FROM MT CARROLL.
 NH0923'MT. CARROLL, 6.2 MI NORTH AND 1.0 MI WEST OF, NEAR THE NORTH
 NH0923'SIXTEENTHCORNER BETWEEN SECS. 1 AND 2, T. 25 N., R. 4 E.,207 FT NORTH
 NH0923'AND 31 FT WEST OF HWY. 78 AT FIELD RD. WEST, 4.O FT SOUTH OF A
 NH0923'RIGHT-OF-WAY    MARKER, 2.5 FT EAST OF A FENCE AND 1.O FT EAST OF A
 NH0923'WITNESS SIGN ON A STEEL POST, IN TOP OF CONCRETE POST, A STANDARD
 NH0923'TABLET STAMPED        31 MDD 1967
 NH0923
 NH0923                          STATION RECOVERY (1995)
 NH0923
 NH0923'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0923'RECOVERED IN GOOD CONDITION.
 NH0923
 NH0923                          STATION RECOVERY (2001)
 NH0923
 NH0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0923'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0923
 NH0923                          STATION RECOVERY (2003)
 NH0923
 NH0923'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0354 ***********************************************************************
 MF0354  DESIGNATION -  31 W
 MF0354  PID         -  MF0354
 MF0354  STATE/COUNTY-  IL/LA SALLE
 MF0354  USGS QUAD   -  STREATOR NORTH (1983)
 MF0354
 MF0354                         *CURRENT SURVEY CONTROL
 MF0354  ___________________________________________________________________
 MF0354* NAD 83(1986)-  41 08 21.     (N)    088 50 09.     (W)     SCALED    
 MF0354* NAVD 88     -       192.368  (meters)     631.13   (feet)  ADJUSTED  
 MF0354  ___________________________________________________________________
 MF0354  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MF0354  DYNAMIC HT  -         192.289 (meters)     630.87  (feet)  COMP
 MF0354  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MF0354
 MF0354  VERT ORDER  -  SECOND    CLASS 0
 MF0354
 MF0354.The horizontal coordinates were scaled from a topographic map and have
 MF0354.an estimated accuracy of +/- 6 seconds.
 MF0354
 MF0354.The orthometric height was determined by differential leveling
 MF0354.and adjusted by the National Geodetic Survey in June 1991..
 MF0354
 MF0354.The geoid height was determined by GEOID03.
 MF0354
 MF0354.The dynamic height is computed by dividing the NAVD 88
 MF0354.geopotential number by the normal gravity value computed on the
 MF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0354.degrees latitude (g = 980.6199 gals.).
 MF0354
 MF0354.The modeled gravity was interpolated from observed gravity values.
 MF0354
 MF0354;                    North         East    Units  Estimated Accuracy
 MF0354;SPC IL E     -   496,620.      257,810.      MT  (+/- 180 meters Scaled)
 MF0354
 MF0354                          SUPERSEDED SURVEY CONTROL
 MF0354
 MF0354  NGVD 29 (??/??/92)  192.428  (m)          631.32   (f) ADJ UNCH    2 0
 MF0354
 MF0354.Superseded values are not recommended for survey control.
 MF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0354.See file dsdata.txt to determine how the superseded data were derived.
 MF0354
 MF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL459558(NAD 83)
 MF0354_MARKER: DD = SURVEY DISK
 MF0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0354_STAMPING: 31 W 1924
 MF0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0354+STABILITY: SURFACE MOTION
 MF0354
 MF0354  HISTORY     - Date     Condition        Report By
 MF0354  HISTORY     - 1924     MONUMENTED       USGS
 MF0354  HISTORY     - 1941     GOOD             NGS
 MF0354  HISTORY     - 1964     MARK NOT FOUND   NGS
 MF0354  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF0354  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF0354
 MF0354                          STATION DESCRIPTION
 MF0354
 MF0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MF0354'1.4 MI NW FROM STREATOR.
 MF0354'1.4 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MF0354'POST OFFICE AT STREATOR, LA SALLE COUNTY, AT THE NORTH CITY LIMITS
 MF0354'AT THE BLOOMINGTON STREET CROSSING, 27 FEET WEST OF THE STREET,
 MF0354'15 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND IN THE SOUTHEAST
 MF0354'CORNER OF WILLIAM BELLS YARD.  A UNITED STATES GEOLOGICAL SURVEY
 MF0354'STANDARD DISK, STAMPED 31 W 1924 AND SET IN THE TOP OF A CONCRETE
 MF0354'POST FLUSH WITH THE GROUND.  NOTE--THIS MARK WAS ORIGINALLY
 MF0354'DESIGNATED 37 W (USGS).
 MF0354
 MF0354                          STATION RECOVERY (1964)
 MF0354
 MF0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MF0354'MARK NOT FOUND.
 MF0354
 MF0354                          STATION RECOVERY (1997)
 MF0354
 MF0354'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0354'MARK NOT FOUND.
 MF0354
 MF0354                          STATION RECOVERY (2002)
 MF0354
 MF0354'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0355 ***********************************************************************
 MF0355  DESIGNATION -  31 W RESET 1964
 MF0355  PID         -  MF0355
 MF0355  STATE/COUNTY-  IL/LA SALLE
 MF0355  USGS QUAD   -  STREATOR NORTH (1983)
 MF0355
 MF0355                         *CURRENT SURVEY CONTROL
 MF0355  ___________________________________________________________________
 MF0355* NAD 83(1986)-  41 08 21.     (N)    088 50 09.     (W)     SCALED    
 MF0355* NAVD 88     -       192.41   (meters)     631.3    (feet)  RESET     
 MF0355  ___________________________________________________________________
 MF0355  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MF0355
 MF0355  VERT ORDER  -  THIRD
 MF0355
 MF0355.The horizontal coordinates were scaled from a topographic map and have
 MF0355.an estimated accuracy of +/- 6 seconds.
 MF0355
 MF0355.The orthometric height was computed from unverified reset data.
 MF0355
 MF0355.The geoid height was determined by GEOID03.
 MF0355
 MF0355;                    North         East    Units  Estimated Accuracy
 MF0355;SPC IL E     -   496,620.      257,810.      MT  (+/- 180 meters Scaled)
 MF0355
 MF0355                          SUPERSEDED SURVEY CONTROL
 MF0355
 MF0355.No superseded survey control is available for this station.
 MF0355
 MF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL459558(NAD 83)
 MF0355_MARKER: DD = SURVEY DISK
 MF0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0355_STAMPING: 31 W RESET 1964
 MF0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0355+STABILITY: SURFACE MOTION
 MF0355
 MF0355  HISTORY     - Date     Condition        Report By
 MF0355  HISTORY     - 1964     MONUMENTED       ILDT
 MF0355
 MF0355                          STATION DESCRIPTION
 MF0355
 MF0355'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964
 MF0355'1.4 MI NW FROM STREATOR.
 MF0355'ABOUT 1.4 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 MF0355'FROM THE POST OFFICE AT STREATOR, AT THE NORTH CITY LIMITS, AT THE
 MF0355'BLOOMINGTON STREET CROSSING, 34 FEET WEST OF THE STREET, 15 FEET
 MF0355'NORTH OF THE CENTER LINE OF THE TRACK, IN THE SOUTHEAST CORNER
 MF0355'OF WILLIAM BELLS YARD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 MF0355'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1630 ***********************************************************************
 ME1630  DESIGNATION -  32
 ME1630  PID         -  ME1630
 ME1630  STATE/COUNTY-  IL/COOK
 ME1630  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1630
 ME1630                         *CURRENT SURVEY CONTROL
 ME1630  ___________________________________________________________________
 ME1630* NAD 83(1986)-  41 54 49.     (N)    087 38 57.     (W)     SCALED    
 ME1630* NAVD 88     -       180.596  (meters)     592.51   (feet)  ADJUSTED  
 ME1630  ___________________________________________________________________
 ME1630  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME1630  DYNAMIC HT  -         180.535 (meters)     592.31  (feet)  COMP
 ME1630  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 ME1630
 ME1630  VERT ORDER  -  FIRST     CLASS 0
 ME1630
 ME1630.The horizontal coordinates were scaled from a topographic map and have
 ME1630.an estimated accuracy of +/- 6 seconds.
 ME1630
 ME1630.The orthometric height was determined by differential leveling
 ME1630.and adjusted by the National Geodetic Survey in June 1991..
 ME1630
 ME1630.The geoid height was determined by GEOID03.
 ME1630
 ME1630.The dynamic height is computed by dividing the NAVD 88
 ME1630.geopotential number by the normal gravity value computed on the
 ME1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1630.degrees latitude (g = 980.6199 gals.).
 ME1630
 ME1630.The modeled gravity was interpolated from observed gravity values.
 ME1630
 ME1630;                    North         East    Units  Estimated Accuracy
 ME1630;SPC IL E     -   582,730.      356,760.      MT  (+/- 180 meters Scaled)
 ME1630
 ME1630                          SUPERSEDED SURVEY CONTROL
 ME1630
 ME1630  NGVD 29 (??/??/92)  180.684  (m)          592.79   (f) ADJ UNCH    1 0
 ME1630
 ME1630.Superseded values are not recommended for survey control.
 ME1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1630.See file dsdata.txt to determine how the superseded data were derived.
 ME1630
 ME1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM461403(NAD 83)
 ME1630_MARKER: B = BOLT
 ME1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1630+STABILITY: SURFACE MOTION
 ME1630
 ME1630  HISTORY     - Date     Condition        Report By
 ME1630  HISTORY     - UNK      MONUMENTED       IL1670
 ME1630  HISTORY     - 1969     GOOD             NGS
 ME1630  HISTORY     - 1971     GOOD             NGS
 ME1630  HISTORY     - 1973     GOOD             NGS
 ME1630  HISTORY     - 1977     GOOD             NGS
 ME1630  HISTORY     - 1989     GOOD             USPSQD
 ME1630
 ME1630                          STATION DESCRIPTION
 ME1630
 ME1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1630'4.4 MI NW FROM CHICAGO.
 ME1630'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1630'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH
 ME1630'ALONG LAKE SHORE DRIVE, THENCE 1.2 MILES WEST ALONG W. NORTH
 ME1630'AVENUE, THENCE 0.2 MILE NORTH ALONG N. DAYTON STREET, AT THE
 ME1630'INTERSECTION OF N. DAYTON STREET AND W. WILLOW STREET, 4 FEET
 ME1630'EAST OF THE EAST CURB OF N. DAYTON STREET, 22 FEET NORTH OF
 ME1630'THE NORTH CURB OF W. WILLOW STREET, ABOUT LEVEL WITH THE STREET,
 ME1630'AND SET IN THE TOP OF A CONCRETE POST WHICH IS ENCASED IN A
 ME1630'10-INCH SQUARE IRON BOX.
 ME1630
 ME1630                          STATION RECOVERY (1971)
 ME1630
 ME1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1630'RECOVERED IN GOOD CONDITION.
 ME1630
 ME1630                          STATION RECOVERY (1973)
 ME1630
 ME1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1630'2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS CENTRAL
 ME1630'RAILROAD STATION AT CHICAGO THENCE, 0.7 MILES NORTH ALONG LAKE SHORE
 ME1630'DRIVE THENCE 1.25 MILES NORTH ALONG WEST NORTH AVENUE, THENCE 0.2 MILE
 ME1630'NORTH ALONG NORTH DAYTON STREET 22 FEET NORTH OF NORTH CURB OF WEST
 ME1630'WILLOW STREET, 4.2 FEET EAST OF EAST CURB OF NORTH DAYTON STREET. SET
 ME1630'IN CONCRETE FOUNDATION AND COVERED BY A 10 INCH SQUARE IRON BOX COVER.
 ME1630'ABOUT 6 INCHES BELOW THE LEVEL OF SIDEWALK.  SEC 33, T 40N, R 14E.
 ME1630
 ME1630                          STATION RECOVERY (1977)
 ME1630
 ME1630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1630'RECOVERED IN GOOD CONDITION.
 ME1630
 ME1630                          STATION RECOVERY (1989)
 ME1630
 ME1630'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0788 ***********************************************************************
 KB0788  DESIGNATION -  32 1
 KB0788  PID         -  KB0788
 KB0788  STATE/COUNTY-  IL/FAYETTE
 KB0788  USGS QUAD   -  RAMSEY (1982)
 KB0788
 KB0788                         *CURRENT SURVEY CONTROL
 KB0788  ___________________________________________________________________
 KB0788* NAD 83(1986)-  39 08 30.     (N)    089 06 27.     (W)     SCALED    
 KB0788* NAVD 88     -       186.595  (meters)     612.19   (feet)  ADJUSTED  
 KB0788  ___________________________________________________________________
 KB0788  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KB0788  DYNAMIC HT  -         186.481 (meters)     611.81  (feet)  COMP
 KB0788  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 KB0788
 KB0788  VERT ORDER  -  FIRST     CLASS I
 KB0788
 KB0788.The horizontal coordinates were scaled from a topographic map and have
 KB0788.an estimated accuracy of +/- 6 seconds.
 KB0788
 KB0788.The orthometric height was determined by differential leveling
 KB0788.and adjusted by the National Geodetic Survey in June 1991..
 KB0788
 KB0788.The geoid height was determined by GEOID03.
 KB0788
 KB0788.The dynamic height is computed by dividing the NAVD 88
 KB0788.geopotential number by the normal gravity value computed on the
 KB0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0788.degrees latitude (g = 980.6199 gals.).
 KB0788
 KB0788.The modeled gravity was interpolated from observed gravity values.
 KB0788
 KB0788;                    North         East    Units  Estimated Accuracy
 KB0788;SPC IL E     -   274,990.      233,070.      MT  (+/- 180 meters Scaled)
 KB0788
 KB0788                          SUPERSEDED SURVEY CONTROL
 KB0788
 KB0788  NGVD 29 (??/??/92)  186.676  (m)          612.45   (f) ADJ UNCH    1 1
 KB0788
 KB0788.Superseded values are not recommended for survey control.
 KB0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0788.See file dsdata.txt to determine how the superseded data were derived.
 KB0788
 KB0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ178346(NAD 83)
 KB0788_MARKER: DD = SURVEY DISK
 KB0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0788_STAMPING: 32 613
 KB0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0788+STABILITY: SURFACE MOTION
 KB0788
 KB0788  HISTORY     - Date     Condition        Report By
 KB0788  HISTORY     - UNK      MONUMENTED       ILGS
 KB0788  HISTORY     - 1969     GOOD             NGS
 KB0788  HISTORY     - 1977     GOOD             USGS
 KB0788
 KB0788                          STATION DESCRIPTION
 KB0788
 KB0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0788'0.2 MI N FROM RAMSEY.
 KB0788'ABOUT 0.15 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0788'THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, 39 FEET SOUTHEAST
 KB0788'OF THE CENTER OF A CROSSING OF THE RAILROAD AND FIFTH STREET,
 KB0788'27 FEET EAST OF THE EAST RAIL, 25 FEET SOUTH OF THE CENTER LINE OF
 KB0788'THE STREET, 2 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 0.6 FOOT
 KB0788'NORTH OF THE NORTH EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE
 KB0788'SIDEWALK, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 KB0788'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 KB0788'OF THE GROUND.  SEC 17, T8N, R1E.
 KB0788
 KB0788                          STATION RECOVERY (1977)
 KB0788
 KB0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0221 ***********************************************************************
 LD0221  DESIGNATION -  32 BOLT
 LD0221  PID         -  LD0221
 LD0221  STATE/COUNTY-  IL/MASON
 LD0221  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0221
 LD0221                         *CURRENT SURVEY CONTROL
 LD0221  ___________________________________________________________________
 LD0221* NAD 83(1986)-  40 06 22.     (N)    090 08 38.     (W)     SCALED    
 LD0221* NAVD 88     -       143.581  (meters)     471.07   (feet)  ADJUSTED  
 LD0221  ___________________________________________________________________
 LD0221  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LD0221  DYNAMIC HT  -         143.508 (meters)     470.83  (feet)  COMP
 LD0221  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 LD0221
 LD0221  VERT ORDER  -  FIRST     CLASS II
 LD0221
 LD0221.The horizontal coordinates were scaled from a topographic map and have
 LD0221.an estimated accuracy of +/- 6 seconds.
 LD0221
 LD0221.The orthometric height was determined by differential leveling
 LD0221.and adjusted by the National Geodetic Survey in June 1991..
 LD0221
 LD0221.The geoid height was determined by GEOID03.
 LD0221
 LD0221.The dynamic height is computed by dividing the NAVD 88
 LD0221.geopotential number by the normal gravity value computed on the
 LD0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0221.degrees latitude (g = 980.6199 gals.).
 LD0221
 LD0221.The modeled gravity was interpolated from observed gravity values.
 LD0221
 LD0221;                    North         East    Units  Estimated Accuracy
 LD0221;SPC IL W     -   381,770.      701,940.      MT  (+/- 180 meters Scaled)
 LD0221
 LD0221                          SUPERSEDED SURVEY CONTROL
 LD0221
 LD0221  NGVD 29 (??/??/92)  143.680  (m)          471.39   (f) ADJ UNCH    1 2
 LD0221
 LD0221.Superseded values are not recommended for survey control.
 LD0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0221.See file dsdata.txt to determine how the superseded data were derived.
 LD0221
 LD0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE434434(NAD 83)
 LD0221_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0221_STAMPING: PBM 32 USE 1903
 LD0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0221
 LD0221  HISTORY     - Date     Condition        Report By
 LD0221  HISTORY     - 1903     MONUMENTED       DOD
 LD0221  HISTORY     - 1961     GOOD             NGS
 LD0221
 LD0221                          STATION DESCRIPTION
 LD0221
 LD0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0221'4.4 MI N FROM CHANDLERVILLE.
 LD0221'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 LD0221'WITH LAKE STREET IN CHANDLERVILLE, THENCE 0.45 MILE EAST ALONG
 LD0221'SAIDORA ROAD, AT THE OLD ABANDONED RAILROAD, 405 FEET NORTH OF THE
 LD0221'CENTER LINE OF THE BLACK TOP ROAD, 130 FEET SOUTHEAST AND ACROSS
 LD0221'ROAD FROM THE SOUTHEAST CORNER OF THE OFFICE BUILDING FOR THE
 LD0221'NORTH ONE OF 2 GRAIN ELEVATORS, 131.5 FEET NORTHEAST AND ACROSS
 LD0221'ROAD FROM THE NORTHEAST CORNER OF SCALES, 71.1 FEET NORTHWEST OF
 LD0221'THE NORTHWEST CORNER OF A TWO-STORY FRAME HOUSE, 64 FEET EAST OF
 LD0221'THE CENTER LINE OF A ROAD, 16 FEET NORTH OF A YARD FENCE, 16 FEET
 LD0221'NORTHEAST OF THE SOUTHWEST ONE OF A GROUP OF LARGE ELM TREES, 2
 LD0221'FEET ABOVE THE LEVEL OF THE ROAD, COPPER BOLD IN TOP OF A
 LD0221'LIMESTONE SLAB 3 FEET UNDERGROUND AND DIRECTLY UNDER A PIPE AND
 LD0221'DISK STAMPED AS STATED ABOVE, MARK IS FLUSH.  NOTE-- THE ORIGINAL
 LD0221'PIPE WAS REPLACED WITH A 3 FOOT LONG 3 INCH PIPE WITH A WELDED
 LD0221'DISK ON TOP AND STAMPED BY THIS PARTY IN 1961.  THE OLD PIPE WAS
 LD0221'OUT OF THE GROUND AND HAD RUSTED APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1708 ***********************************************************************
 ME1708  DESIGNATION -  32 C LEYDEN TWP
 ME1708  PID         -  ME1708
 ME1708  STATE/COUNTY-  IL/COOK
 ME1708  USGS QUAD   -  ELMHURST (1997)
 ME1708
 ME1708                         *CURRENT SURVEY CONTROL
 ME1708  ___________________________________________________________________
 ME1708* NAD 83(1986)-  41 54 25.     (N)    087 54 12.     (W)     SCALED    
 ME1708* NAVD 88     -       197.537  (meters)     648.09   (feet)  ADJUSTED  
 ME1708  ___________________________________________________________________
 ME1708  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1708  DYNAMIC HT  -         197.470 (meters)     647.87  (feet)  COMP
 ME1708  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 ME1708
 ME1708  VERT ORDER  -  FIRST     CLASS II
 ME1708
 ME1708.The horizontal coordinates were scaled from a topographic map and have
 ME1708.an estimated accuracy of +/- 6 seconds.
 ME1708
 ME1708.The orthometric height was determined by differential leveling
 ME1708.and adjusted by the National Geodetic Survey in June 1991..
 ME1708
 ME1708.The geoid height was determined by GEOID03.
 ME1708
 ME1708.The dynamic height is computed by dividing the NAVD 88
 ME1708.geopotential number by the normal gravity value computed on the
 ME1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1708.degrees latitude (g = 980.6199 gals.).
 ME1708
 ME1708.The modeled gravity was interpolated from observed gravity values.
 ME1708
 ME1708;                    North         East    Units  Estimated Accuracy
 ME1708;SPC IL E     -   581,860.      335,680.      MT  (+/- 180 meters Scaled)
 ME1708
 ME1708                          SUPERSEDED SURVEY CONTROL
 ME1708
 ME1708  NGVD 29 (??/??/92)  197.628  (m)          648.38   (f) ADJ UNCH    1 2
 ME1708
 ME1708.Superseded values are not recommended for survey control.
 ME1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1708.See file dsdata.txt to determine how the superseded data were derived.
 ME1708
 ME1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM250398(NAD 83)
 ME1708_MARKER: B = BOLT
 ME1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1708+STABILITY: SURFACE MOTION
 ME1708
 ME1708  HISTORY     - Date     Condition        Report By
 ME1708  HISTORY     - UNK      MONUMENTED       IL1670
 ME1708  HISTORY     - 1947     GOOD             NGS
 ME1708  HISTORY     - 1971     MARK NOT FOUND   NGS
 ME1708
 ME1708                          STATION DESCRIPTION
 ME1708
 ME1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1708'2.4 MI N FROM HILLSIDE.
 ME1708'ABOUT 2.45 MILES NORTH ALONG WOLF ROAD FROM THE VILLAGE HALL
 ME1708'AT HILLSIDE, ABOUT 0.5 MILE NORTH OF THE NORTH END OF THE WOLF
 ME1708'ROAD WOODEN BRIDGE OVER THE NORTHWESTERN RAILROAD YARDS, AT THE
 ME1708'INTERSECTION OF NORTH AVENUE (STATE HIGHWAY 64), 42 FEET WEST OF
 ME1708'THE CENTER LINE OF WOLF ROAD, 33 FEET SOUTH OF THE CENTER LINE
 ME1708'OF THE WEST BOUND LANE OF NORTH AVENUE, 42 FEET NORTH OF THE
 ME1708'CENTER LINE OF THE EAST BOUND LANE OF NORTH AVENUE, 34 FEET EAST OF
 ME1708'THE CENTER OF A SEWER MAIN, ABOUT LEVEL WITH THE INTERSECTION.
 ME1708'A COPPER BOLT SET IN THE TOP OF A CONCRETE POST COVERED BY A
 ME1708'10-INCH SQUARE IRON COVER PROJECTING ABOUT 2 INCHES.
 ME1708
 ME1708                          STATION RECOVERY (1971)
 ME1708
 ME1708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0222 ***********************************************************************
 LD0222  DESIGNATION -  32 CAP
 LD0222  PID         -  LD0222
 LD0222  STATE/COUNTY-  IL/MASON
 LD0222  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0222
 LD0222                         *CURRENT SURVEY CONTROL
 LD0222  ___________________________________________________________________
 LD0222* NAD 83(1986)-  40 06 22.     (N)    090 08 38.     (W)     SCALED    
 LD0222* NAVD 88     -       144.490  (meters)     474.05   (feet)  ADJUSTED  
 LD0222  ___________________________________________________________________
 LD0222  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LD0222  DYNAMIC HT  -         144.416 (meters)     473.80  (feet)  COMP
 LD0222  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 LD0222
 LD0222  VERT ORDER  -  FIRST     CLASS II
 LD0222
 LD0222.The horizontal coordinates were scaled from a topographic map and have
 LD0222.an estimated accuracy of +/- 6 seconds.
 LD0222
 LD0222.The orthometric height was determined by differential leveling
 LD0222.and adjusted by the National Geodetic Survey in June 1991..
 LD0222
 LD0222.The geoid height was determined by GEOID03.
 LD0222
 LD0222.The dynamic height is computed by dividing the NAVD 88
 LD0222.geopotential number by the normal gravity value computed on the
 LD0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0222.degrees latitude (g = 980.6199 gals.).
 LD0222
 LD0222.The modeled gravity was interpolated from observed gravity values.
 LD0222
 LD0222;                    North         East    Units  Estimated Accuracy
 LD0222;SPC IL W     -   381,770.      701,940.      MT  (+/- 180 meters Scaled)
 LD0222
 LD0222                          SUPERSEDED SURVEY CONTROL
 LD0222
 LD0222  NGVD 29 (??/??/92)  144.589  (m)          474.37   (f) ADJ UNCH    1 2
 LD0222
 LD0222.Superseded values are not recommended for survey control.
 LD0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0222.See file dsdata.txt to determine how the superseded data were derived.
 LD0222
 LD0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE434434(NAD 83)
 LD0222_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0222_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0222_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0222_STAMPING: PBM 32 USE 1903
 LD0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0222
 LD0222  HISTORY     - Date     Condition        Report By
 LD0222  HISTORY     - 1903     MONUMENTED       CGS
 LD0222  HISTORY     - 1961     GOOD             NGS
 LD0222  HISTORY     - 20050501 GOOD             ILDT
 LD0222
 LD0222                          STATION DESCRIPTION
 LD0222
 LD0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0222'4.4 MI N FROM CHANDLERVILLE.
 LD0222'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 LD0222'WITH LAKE STREET IN CHANDLERVILLE, THENCE 0.45 MILE EAST ALONG
 LD0222'SAIDORA ROAD, AT THE OLD ABANDONED RAILROAD, 405 FEET NORTH OF THE
 LD0222'CENTER LINE OF THE BLACK TOP ROAD, 130 FEET SOUTHEAST AND ACROSS
 LD0222'ROAD FROM THE SOUTHEAST CORNER OF THE OFFICE BUILDING FOR THE
 LD0222'NORTH ONE OF 2 GRAIN ELEVATORS, 131.5 FEET NORTHEAST AND ACROSS
 LD0222'ROAD FROM THE NORTHEAST CORNER OF SCALES, 71.1 FEET NORTHWEST OF
 LD0222'THE NORTHWEST CORNER OF A TWO-STORY FRAME HOUSE, 64 FEET EAST OF
 LD0222'THE CENTER LINE OF A ROAD, 16 FEET NORTH OF A YARD FENCE, 16
 LD0222'FEET NORTHEAST OF THE SOUTHWEST ONE OF A GROUP OF LARGE ELM TREES,
 LD0222'2 FEET ABOVE THE LEVEL OF THE ROAD, COPPER BOLD IN TOP OF A
 LD0222'LIMESTONE SLAB 3 FEET UNDERGROUND AND DIRECTLY UNDER A PIPE AND DISK
 LD0222'STAMPED AS STATED ABOVE, MARK IS FLUSH.  NOTE-- THE ORIGINAL
 LD0222'PIPE WAS REPLACED WITH A 3 FOOT LONG 3 INCH PIPE WITH A WELDED
 LD0222'DISK ON TOP AND STAMPED BY THIS PARTY IN 1961.  THE OLD PIPE WAS
 LD0222'OUT OF THE GROUND AND HAD RUSTED APART.
 LD0222
 LD0222                          STATION RECOVERY (2005)
 LD0222
 LD0222'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (FJH)
 LD0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1713 ***********************************************************************
 ME1713  DESIGNATION -  32 E PROVISO TWP
 ME1713  PID         -  ME1713
 ME1713  STATE/COUNTY-  IL/COOK
 ME1713  USGS QUAD   -  HINSDALE (1993)
 ME1713
 ME1713                         *CURRENT SURVEY CONTROL
 ME1713  ___________________________________________________________________
 ME1713* NAD 83(1986)-  41 49 13.     (N)    087 53 55.     (W)     SCALED    
 ME1713* NAVD 88     -       199.397  (meters)     654.19   (feet)  ADJUSTED  
 ME1713  ___________________________________________________________________
 ME1713  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 ME1713  DYNAMIC HT  -         199.327 (meters)     653.96  (feet)  COMP
 ME1713  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 ME1713
 ME1713  VERT ORDER  -  FIRST     CLASS II
 ME1713
 ME1713.The horizontal coordinates were scaled from a topographic map and have
 ME1713.an estimated accuracy of +/- 6 seconds.
 ME1713
 ME1713.The orthometric height was determined by differential leveling
 ME1713.and adjusted by the National Geodetic Survey in June 1991..
 ME1713
 ME1713.The geoid height was determined by GEOID03.
 ME1713
 ME1713.The dynamic height is computed by dividing the NAVD 88
 ME1713.geopotential number by the normal gravity value computed on the
 ME1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1713.degrees latitude (g = 980.6199 gals.).
 ME1713
 ME1713.The modeled gravity was interpolated from observed gravity values.
 ME1713
 ME1713;                    North         East    Units  Estimated Accuracy
 ME1713;SPC IL E     -   572,230.      336,120.      MT  (+/- 180 meters Scaled)
 ME1713
 ME1713                          SUPERSEDED SURVEY CONTROL
 ME1713
 ME1713  NGVD 29 (??/??/92)  199.48   (m)          654.5    (f) COMPUTED    1 2
 ME1713
 ME1713.Superseded values are not recommended for survey control.
 ME1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1713.See file dsdata.txt to determine how the superseded data were derived.
 ME1713
 ME1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM253302(NAD 83)
 ME1713_MARKER: B = BOLT
 ME1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1713+STABILITY: SURFACE MOTION
 ME1713
 ME1713  HISTORY     - Date     Condition        Report By
 ME1713  HISTORY     - UNK      MONUMENTED       IL1670
 ME1713  HISTORY     - 1947     GOOD             NGS
 ME1713  HISTORY     - 1974     GOOD             NGS
 ME1713
 ME1713                          STATION DESCRIPTION
 ME1713
 ME1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1713'0.6 MI N FROM WESTERN SPRINGS.
 ME1713'ABOUT 0.65 MILE NORTH ALONG WOLF ROAD FROM THE INTERSECTION
 ME1713'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT WESTERN
 ME1713'SPRINGS, IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF U.S.
 ME1713'HIGHWAY 34, 41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 ME1713'(OGDEN AVENUE), 25 FEET EAST OF THE CENTER LINE OF WOLF ROAD,
 ME1713'16.5 FEET NORTH-NORTHEAST OF A 14-INCH ELM TREE, 2.5 FEET WEST OF
 ME1713'THE WEST EDGE OF A NORTH-SOUTH SIDE WALK, ABOUT LEVEL WITH THE
 ME1713'HIGHWAY.  A COPPER BOLT SET IN THE TOP OF A CONCRETE POST
 ME1713'COVERED BY A 10-INCH IRON BOX COVER AND PROJECTING ABOUT 6 INCHES.
 ME1713
 ME1713                          STATION RECOVERY (1974)
 ME1713
 ME1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME1713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0057 ***********************************************************************
 JC0057  DESIGNATION -  32 F
 JC0057  PID         -  JC0057
 JC0057  STATE/COUNTY-  IL/MADISON
 JC0057  USGS QUAD   -  BETHALTO (1993)
 JC0057
 JC0057                         *CURRENT SURVEY CONTROL
 JC0057  ___________________________________________________________________
 JC0057* NAD 83(1986)-  38 56 42.     (N)    090 07 15.     (W)     SCALED    
 JC0057* NAVD 88     -       143.027  (meters)     469.25   (feet)  ADJUSTED  
 JC0057  ___________________________________________________________________
 JC0057  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JC0057  DYNAMIC HT  -         142.940 (meters)     468.96  (feet)  COMP
 JC0057  MODELED GRAV-     980,019.3   (mgal)                       NAVD 88
 JC0057
 JC0057  VERT ORDER  -  SECOND    CLASS 0
 JC0057
 JC0057.The horizontal coordinates were scaled from a topographic map and have
 JC0057.an estimated accuracy of +/- 6 seconds.
 JC0057
 JC0057.The orthometric height was determined by differential leveling
 JC0057.and adjusted by the National Geodetic Survey in June 1991..
 JC0057
 JC0057.The geoid height was determined by GEOID03.
 JC0057
 JC0057.The dynamic height is computed by dividing the NAVD 88
 JC0057.geopotential number by the normal gravity value computed on the
 JC0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0057.degrees latitude (g = 980.6199 gals.).
 JC0057
 JC0057.The modeled gravity was interpolated from observed gravity values.
 JC0057
 JC0057;                    North         East    Units  Estimated Accuracy
 JC0057;SPC IL W     -   252,870.      703,970.      MT  (+/- 180 meters Scaled)
 JC0057
 JC0057                          SUPERSEDED SURVEY CONTROL
 JC0057
 JC0057  NGVD 29 (??/??/92)  143.159  (m)          469.68   (f) ADJ UNCH    2 0
 JC0057
 JC0057.Superseded values are not recommended for survey control.
 JC0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0057.See file dsdata.txt to determine how the superseded data were derived.
 JC0057
 JC0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD495146(NAD 83)
 JC0057_MARKER: DD = SURVEY DISK
 JC0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0057_STAMPING: 32 F 1925
 JC0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0057+STABILITY: SURFACE MOTION
 JC0057
 JC0057  HISTORY     - Date     Condition        Report By
 JC0057  HISTORY     - 1925     MONUMENTED       CGS
 JC0057  HISTORY     - 1935     GOOD             NGS
 JC0057  HISTORY     - 19911201 GOOD             USGS
 JC0057
 JC0057                          STATION DESCRIPTION
 JC0057
 JC0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0057'4.5 MI N FROM EAST ALTON.
 JC0057'4.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 JC0057'FROM THE STATION AT EAST ALTON, MADISON COUNTY, AT WOODS, 25
 JC0057'YARDS EAST OF THE CENTERLINE OF THE TRACK, 6 YARDS NORTH OF A
 JC0057'FARM-ROAD CROSSING, AND AT A FENCE LINE.  A UNITED STATES
 JC0057'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 32 F 1925 AND SET IN
 JC0057'THE TOP OF A CONCRETE POST.
 JC0057
 JC0057                          STATION RECOVERY (1991)
 JC0057
 JC0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (GDW)
 JC0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0926 ***********************************************************************
 NH0926  DESIGNATION -  32 MDD
 NH0926  PID         -  NH0926
 NH0926  STATE/COUNTY-  IL/CARROLL
 NH0926  USGS QUAD   -  LORAN (1985)
 NH0926
 NH0926                         *CURRENT SURVEY CONTROL
 NH0926  ___________________________________________________________________
 NH0926* NAD 83(1986)-  42 09 33.     (N)    089 59 17.     (W)     SCALED    
 NH0926* NAVD 88     -       197.506  (meters)     647.98   (feet)  ADJUSTED  
 NH0926  ___________________________________________________________________
 NH0926  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NH0926  DYNAMIC HT  -         197.439 (meters)     647.76  (feet)  COMP
 NH0926  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 NH0926
 NH0926  VERT ORDER  -  THIRD
 NH0926
 NH0926.The horizontal coordinates were scaled from a topographic map and have
 NH0926.an estimated accuracy of +/- 6 seconds.
 NH0926
 NH0926.The orthometric height was determined by differential leveling
 NH0926.and adjusted by the National Geodetic Survey in June 1991..
 NH0926
 NH0926.The geoid height was determined by GEOID03.
 NH0926
 NH0926.The dynamic height is computed by dividing the NAVD 88
 NH0926.geopotential number by the normal gravity value computed on the
 NH0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0926.degrees latitude (g = 980.6199 gals.).
 NH0926
 NH0926.The modeled gravity was interpolated from observed gravity values.
 NH0926
 NH0926;                    North         East    Units  Estimated Accuracy
 NH0926;SPC IL W     -   609,780.      714,760.      MT  (+/- 180 meters Scaled)
 NH0926
 NH0926                          SUPERSEDED SURVEY CONTROL
 NH0926
 NH0926.No superseded survey control is available for this station.
 NH0926
 NH0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM531717(NAD 83)
 NH0926_MARKER: DB = BENCH MARK DISK
 NH0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0926_SP_SET: CONCRETE POST
 NH0926_STAMPING: 32 MDD 1967
 NH0926_MARK LOGO: USGS  
 NH0926_PROJECTION: FLUSH
 NH0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0926+STABILITY: SURFACE MOTION
 NH0926
 NH0926  HISTORY     - Date     Condition        Report By
 NH0926  HISTORY     - 1967     MONUMENTED       USGS
 NH0926  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 NH0926  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NH0926  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 NH0926
 NH0926                          STATION DESCRIPTION
 NH0926
 NH0926'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NH0926'6.6 KM (4.10 MI) NNW FROM MT CARROLL.
 NH0926'MT. CARROLL, 4.0 MI NORTH AND 0.5 MI WEST OF, NEAR THE CENTER OF SEC-
 NH0926'TION 13, T. 25 N., R. 4 E., 213 FT NORTH AND 27 FT WEST OF HWY. 78 AT
 NH0926'GRAVEL RD. WEST, 2.0 FT NORTH OF A POWER POLE, 0.5 FT EAST OF A WIT-
 NH0926'NESS SIGN ON A STEEL POST, IN THE TOP OF A CONCRETE POST , A STANDARD
 NH0926'TABLET STAMPED 32 MDD 1967
 NH0926
 NH0926                          STATION RECOVERY (1995)
 NH0926
 NH0926'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0926'MARK NOT FOUND.
 NH0926
 NH0926                          STATION RECOVERY (2001)
 NH0926
 NH0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0926'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0926
 NH0926                          STATION RECOVERY (2003)
 NH0926
 NH0926'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1634 ***********************************************************************
 ME1634  DESIGNATION -  321
 ME1634  PID         -  ME1634
 ME1634  STATE/COUNTY-  IL/COOK
 ME1634  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1634
 ME1634                         *CURRENT SURVEY CONTROL
 ME1634  ___________________________________________________________________
 ME1634* NAD 83(1986)-  41 54 35.     (N)    087 41 17.     (W)     SCALED    
 ME1634* NAVD 88     -       181.618  (meters)     595.86   (feet)  ADJUSTED  
 ME1634  ___________________________________________________________________
 ME1634  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1634  DYNAMIC HT  -         181.557 (meters)     595.66  (feet)  COMP
 ME1634  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 ME1634
 ME1634  VERT ORDER  -  FIRST     CLASS I
 ME1634
 ME1634.The horizontal coordinates were scaled from a topographic map and have
 ME1634.an estimated accuracy of +/- 6 seconds.
 ME1634
 ME1634.The orthometric height was determined by differential leveling
 ME1634.and adjusted by the National Geodetic Survey in June 1991..
 ME1634.WARNING-Repeat measurements at this control monument indicate possible
 ME1634.vertical movement.
 ME1634
 ME1634.The geoid height was determined by GEOID03.
 ME1634
 ME1634.The dynamic height is computed by dividing the NAVD 88
 ME1634.geopotential number by the normal gravity value computed on the
 ME1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1634.degrees latitude (g = 980.6199 gals.).
 ME1634
 ME1634.The modeled gravity was interpolated from observed gravity values.
 ME1634
 ME1634;                    North         East    Units  Estimated Accuracy
 ME1634;SPC IL E     -   582,280.      353,540.      MT  (+/- 180 meters Scaled)
 ME1634
 ME1634                          SUPERSEDED SURVEY CONTROL
 ME1634
 ME1634  NGVD 29 (??/??/92)  181.704  (m)          596.14   (f) ADJ UNCH    1 1
 ME1634
 ME1634.Superseded values are not recommended for survey control.
 ME1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1634.See file dsdata.txt to determine how the superseded data were derived.
 ME1634
 ME1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM429399(NAD 83)
 ME1634_MARKER: B = BOLT
 ME1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1634+STABILITY: SURFACE MOTION
 ME1634
 ME1634  HISTORY     - Date     Condition        Report By
 ME1634  HISTORY     - UNK      MONUMENTED       IL1670
 ME1634  HISTORY     - 1969     GOOD             NGS
 ME1634  HISTORY     - 1971     GOOD             NGS
 ME1634  HISTORY     - 1977     GOOD             NGS
 ME1634  HISTORY     - 1987     GOOD             USPSQD
 ME1634  HISTORY     - 1989     GOOD             USPSQD
 ME1634
 ME1634                          STATION DESCRIPTION
 ME1634
 ME1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1634'6.3 MI NW FROM CHICAGO.
 ME1634'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1634'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG
 ME1634'LAKE SHORE DRIVE, THENCE 3.25 MILES WEST ALONG W. NORTH AVENUE,
 ME1634'67 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, 8 FEET EAST
 ME1634'OF THE EAST CURB OF N. ARTESIAN AVENUE, 3 FEET WEST OF THE WEST
 ME1634'EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK, AND SET IN
 ME1634'THE TOP OF A CONCRETE POST WHICH IS ENCASED IN A 10-INCH SQUARE
 ME1634'IRON BOX WITH AN IRON LID.
 ME1634
 ME1634                          STATION RECOVERY (1971)
 ME1634
 ME1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1634'RECOVERED IN GOOD CONDITION.
 ME1634
 ME1634                          STATION RECOVERY (1977)
 ME1634
 ME1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1634'RECOVERED IN GOOD CONDITION.
 ME1634
 ME1634                          STATION RECOVERY (1987)
 ME1634
 ME1634'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1634'RECOVERED IN GOOD CONDITION.
 ME1634
 ME1634                          STATION RECOVERY (1989)
 ME1634
 ME1634'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0773 ***********************************************************************
 HB0773  DESIGNATION -  326
 HB0773  PID         -  HB0773
 HB0773  STATE/COUNTY-  IL/ALEXANDER
 HB0773  USGS QUAD   -  CACHE (1993)
 HB0773
 HB0773                         *CURRENT SURVEY CONTROL
 HB0773  ___________________________________________________________________
 HB0773* NAD 83(1986)-  37 06 07.     (N)    089 15 48.     (W)     SCALED    
 HB0773* NAVD 88     -        99.134  (meters)     325.24   (feet)  ADJUSTED  
 HB0773  ___________________________________________________________________
 HB0773  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 HB0773  DYNAMIC HT  -          99.062 (meters)     325.01  (feet)  COMP
 HB0773  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 HB0773
 HB0773  VERT ORDER  -  SECOND    CLASS 0
 HB0773
 HB0773.The horizontal coordinates were scaled from a topographic map and have
 HB0773.an estimated accuracy of +/- 6 seconds.
 HB0773
 HB0773.The orthometric height was determined by differential leveling
 HB0773.and adjusted by the National Geodetic Survey in June 1991..
 HB0773
 HB0773.The geoid height was determined by GEOID03.
 HB0773
 HB0773.The dynamic height is computed by dividing the NAVD 88
 HB0773.geopotential number by the normal gravity value computed on the
 HB0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0773.degrees latitude (g = 980.6199 gals.).
 HB0773
 HB0773.The modeled gravity was interpolated from observed gravity values.
 HB0773
 HB0773;                    North         East    Units  Estimated Accuracy
 HB0773;SPC IL W     -    48,680.      780,300.      MT  (+/- 180 meters Scaled)
 HB0773
 HB0773                          SUPERSEDED SURVEY CONTROL
 HB0773
 HB0773  NGVD 29 (??/??/??)   99.026  (m)          324.89   (f) ADJUSTED    2 0
 HB0773
 HB0773.Superseded values are not recommended for survey control.
 HB0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0773.See file dsdata.txt to determine how the superseded data were derived.
 HB0773
 HB0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG988085(NAD 83)
 HB0773_MARKER: P = PIPE CAP
 HB0773_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0773_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0773_STAMPING: 326 1916
 HB0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0773
 HB0773  HISTORY     - Date     Condition        Report By
 HB0773  HISTORY     - 1916     MONUMENTED       USGS
 HB0773  HISTORY     - 1935     GOOD             CGS
 HB0773  HISTORY     - 20020829 MARK NOT FOUND   USACE
 HB0773
 HB0773                          STATION DESCRIPTION
 HB0773
 HB0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0773'AT CACHE.
 HB0773'AT CACHE, ALEXANDER COUNTY, 110 FEET NORTHWEST OF THE CROSSING
 HB0773'OF THE ILLINOIS CENTRAL RAILROAD AND THE GULF, MOBILE AND OHIO
 HB0773'RAILROAD, 25 FEET WEST OF THE CORNER OF THE RIGHT-OF-WAY FENCES,
 HB0773'5 FEET WEST OF THE GULF, MOBILE AND OHIO RAILROAD STATION, AND AT
 HB0773'THE ILLINOIS CENTRAL NORTH RIGHT-OF-WAY FENCE.  A UNITED STATES
 HB0773'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 326 1916 AND RIVETED ON
 HB0773'TOP OF A 3-1/2-INCH IRON PIPE.
 HB0773
 HB0773                          STATION RECOVERY (2002)
 HB0773
 HB0773'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1849 ***********************************************************************
 LB1849  DESIGNATION -  32.878
 LB1849  PID         -  LB1849
 LB1849  STATE/COUNTY-  IL/VERMILION
 LB1849  USGS QUAD   -  DANVILLE NE (1978)
 LB1849
 LB1849                         *CURRENT SURVEY CONTROL
 LB1849  ___________________________________________________________________
 LB1849* NAD 83(1986)-  40 08 19.     (N)    087 37 24.     (W)     SCALED    
 LB1849* NAVD 88     -       184.444  (meters)     605.13   (feet)  ADJUSTED  
 LB1849  ___________________________________________________________________
 LB1849  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LB1849  DYNAMIC HT  -         184.353 (meters)     604.83  (feet)  COMP
 LB1849  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 LB1849
 LB1849  VERT ORDER  -  FIRST     CLASS II
 LB1849
 LB1849.The horizontal coordinates were scaled from a topographic map and have
 LB1849.an estimated accuracy of +/- 6 seconds.
 LB1849
 LB1849.The orthometric height was determined by differential leveling
 LB1849.and adjusted by the National Geodetic Survey in June 1991..
 LB1849
 LB1849.The geoid height was determined by GEOID03.
 LB1849
 LB1849.The dynamic height is computed by dividing the NAVD 88
 LB1849.geopotential number by the normal gravity value computed on the
 LB1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1849.degrees latitude (g = 980.6199 gals.).
 LB1849
 LB1849.The modeled gravity was interpolated from observed gravity values.
 LB1849
 LB1849;                    North         East    Units  Estimated Accuracy
 LB1849;SPC IL E     -   385,630.      360,510.      MT  (+/- 180 meters Scaled)
 LB1849
 LB1849                          SUPERSEDED SURVEY CONTROL
 LB1849
 LB1849  NGVD 29 (??/??/92)  184.488  (m)          605.27   (f) ADJ UNCH    1 2
 LB1849
 LB1849.Superseded values are not recommended for survey control.
 LB1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1849.See file dsdata.txt to determine how the superseded data were derived.
 LB1849
 LB1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK469433(NAD 83)
 LB1849_MARKER: X = CHISELED CROSS
 LB1849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1849_SP_SET: BRIDGE ABUTMENT
 LB1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1849
 LB1849  HISTORY     - Date     Condition        Report By
 LB1849  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1849  HISTORY     - 1935     GOOD             NGS
 LB1849
 LB1849                          STATION DESCRIPTION
 LB1849
 LB1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1849'AT DANVILLE.
 LB1849'AT DANVILLE, VERMILION COUNTY, 0.4 MILE NORTHEAST OF THE NEW
 LB1849'YORK CENTRAL RAILROAD STATION, AT BRIDGE 128.07 OVER FAIRCHILD
 LB1849'STREET, ON THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 8.2 FEET
 LB1849'WEST OF THE WEST RAIL OF THE SOUTHBOUND TRACK, AND ABOUT 1 FOOT
 LB1849'LOWER THAN THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1632 ***********************************************************************
 ME1632  DESIGNATION -  33
 ME1632  PID         -  ME1632
 ME1632  STATE/COUNTY-  IL/COOK
 ME1632  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1632
 ME1632                         *CURRENT SURVEY CONTROL
 ME1632  ___________________________________________________________________
 ME1632* NAD 83(1997)-  41 54 37.93157(N)    087 39 59.58519(W)     ADJUSTED  
 ME1632* NAVD 88     -       180.540  (meters)     592.32   (feet)  ADJUSTED  
 ME1632  ___________________________________________________________________
 ME1632  X           -     193,549.488 (meters)                     COMP
 ME1632  Y           -  -4,749,809.837 (meters)                     COMP
 ME1632  Z           -   4,238,312.241 (meters)                     COMP
 ME1632  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 ME1632  ELLIP HEIGHT-         146.96  (meters)          (02/03/05) GPS OBS
 ME1632  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME1632  DYNAMIC HT  -         180.479 (meters)     592.12  (feet)  COMP
 ME1632  MODELED GRAV-     980,280.3   (mgal)                       NAVD 88
 ME1632
 ME1632  HORZ ORDER  -  FIRST
 ME1632  VERT ORDER  -  FIRST     CLASS 0
 ME1632  ELLP ORDER  -  FOURTH    CLASS II
 ME1632
 ME1632.The horizontal coordinates were established by GPS observations
 ME1632.and adjusted by the National Geodetic Survey in April 2001..
 ME1632
 ME1632.The orthometric height was determined by differential leveling
 ME1632.and adjusted by the National Geodetic Survey in June 1991..
 ME1632
 ME1632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1632
 ME1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1632
 ME1632.The ellipsoidal height was determined by GPS observations
 ME1632.and is referenced to NAD 83.
 ME1632
 ME1632.The geoid height was determined by GEOID03.
 ME1632
 ME1632.The dynamic height is computed by dividing the NAVD 88
 ME1632.geopotential number by the normal gravity value computed on the
 ME1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1632.degrees latitude (g = 980.6199 gals.).
 ME1632
 ME1632.The modeled gravity was interpolated from observed gravity values.
 ME1632
 ME1632;                    North         East     Units Scale Factor Converg.
 ME1632;SPC IL E     -   582,380.954   355,319.453   MT  1.00001264   +0 26 43.4
 ME1632;SPC IL E     - 1,910,694.85  1,165,743.91   sFT  1.00001264   +0 26 43.4
 ME1632;UTM  16      - 4,640,058.067   444,720.404   MT  0.99963760   -0 26 42.9
 ME1632
 ME1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1632!SPC IL E     -   0.99997695  x   1.00001264  =   0.99998959
 ME1632!UTM  16      -   0.99997695  x   0.99963760  =   0.99961456
 ME1632
 ME1632                          SUPERSEDED SURVEY CONTROL
 ME1632
 ME1632  ELLIP H (04/23/01)  146.97   (m)                       GP(       ) 4 1
 ME1632  NAVD 88 (04/23/01)  180.54   (m)          592.3    (f) LEVELING    3  
 ME1632  NGVD 29 (??/??/92)  180.628  (m)          592.61   (f) ADJ UNCH    1 0
 ME1632
 ME1632.Superseded values are not recommended for survey control.
 ME1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1632.See file dsdata.txt to determine how the superseded data were derived.
 ME1632
 ME1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4472040058(NAD 83)
 ME1632_MARKER: B = BOLT
 ME1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1632_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1632+STABILITY: SURFACE MOTION
 ME1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1632+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000
 ME1632
 ME1632  HISTORY     - Date     Condition        Report By
 ME1632  HISTORY     - 1969     MONUMENTED       IL1670
 ME1632  HISTORY     - 1969     GOOD             NGS
 ME1632  HISTORY     - 1971     GOOD             NGS
 ME1632  HISTORY     - 1973     GOOD             NGS
 ME1632  HISTORY     - 1977     GOOD             NGS
 ME1632  HISTORY     - 1987     GOOD             USPSQD
 ME1632  HISTORY     - 1989     GOOD             USPSQD
 ME1632  HISTORY     - 20000811 GOOD             PATRIC
 ME1632
 ME1632                          STATION DESCRIPTION
 ME1632
 ME1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1632'5.5 MI NW FROM CHICAGO.
 ME1632'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1632'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG
 ME1632'LAKE SHORE DRIVE, THENCE 2.1 MILES WEST ALONG W. NORTH AVENUE,
 ME1632'14 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, 3 1/2 FEET WEST
 ME1632'OF THE WEST CURB OF BOSWORTH AVENUE, 3 1/2 FEET SOUTHWEST OF A
 ME1632'FIRE HYDRANT, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 ME1632'ENCASED IN A 10-INCH IRON BOX WHICH IS LEVEL WITH THE SIDEWALK.
 ME1632
 ME1632                          STATION RECOVERY (1971)
 ME1632
 ME1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1632'RECOVERED IN GOOD CONDITION.
 ME1632
 ME1632                          STATION RECOVERY (1973)
 ME1632
 ME1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1632'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS CENTRAL
 ME1632'RAILROAD STATION AT CHICAGO, THENCE 0.7 MILES NORTH ALONG LAKE SHORE
 ME1632'DRIVE, THENCE 2.1 MILES WEST ALONG WEST NORTH AVENUE, 4.0 FEET SOUTH
 ME1632'OF THE SOUTH CURB OF AVENUE, 3 1/2 FEET WEST OF WEST CURB OF BOSTWORTH
 ME1632'AVENUE, 3 1/2 FEET SOUTHWEST OF A FIRE HYDRANT SET IN THE TOP OF A
 ME1632'CONCRETE POST WHICH IS ENCASED IN A 10-INCH IRON BOX WHICH IS LEVEL
 ME1632'WITH THE SIDEWALK.  0.1 MILE WEST OF BM AT I-94 OVERPASS.
 ME1632
 ME1632                          STATION RECOVERY (1977)
 ME1632
 ME1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1632'RECOVERED IN GOOD CONDITION.
 ME1632
 ME1632                          STATION RECOVERY (1987)
 ME1632
 ME1632'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1632'RECOVERED IN GOOD CONDITION.
 ME1632
 ME1632                          STATION RECOVERY (1989)
 ME1632
 ME1632'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1632'RECOVERED IN GOOD CONDITION.
 ME1632
 ME1632                          STATION RECOVERY (2000)
 ME1632
 ME1632'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0237 ***********************************************************************
 LD0237  DESIGNATION -  33 BOLT
 LD0237  PID         -  LD0237
 LD0237  STATE/COUNTY-  IL/MASON
 LD0237  USGS QUAD   -  BATH (1981)
 LD0237
 LD0237                         *CURRENT SURVEY CONTROL
 LD0237  ___________________________________________________________________
 LD0237* NAD 83(1986)-  40 11 29.     (N)    090 08 31.     (W)     SCALED    
 LD0237* NAVD 88     -       139.489  (meters)     457.64   (feet)  ADJUSTED  
 LD0237  ___________________________________________________________________
 LD0237  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0237  DYNAMIC HT  -         139.419 (meters)     457.41  (feet)  COMP
 LD0237  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 LD0237
 LD0237  VERT ORDER  -  FIRST     CLASS II
 LD0237
 LD0237.The horizontal coordinates were scaled from a topographic map and have
 LD0237.an estimated accuracy of +/- 6 seconds.
 LD0237
 LD0237.The orthometric height was determined by differential leveling
 LD0237.and adjusted by the National Geodetic Survey in June 1991..
 LD0237
 LD0237.The geoid height was determined by GEOID03.
 LD0237
 LD0237.The dynamic height is computed by dividing the NAVD 88
 LD0237.geopotential number by the normal gravity value computed on the
 LD0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0237.degrees latitude (g = 980.6199 gals.).
 LD0237
 LD0237.The modeled gravity was interpolated from observed gravity values.
 LD0237
 LD0237;                    North         East    Units  Estimated Accuracy
 LD0237;SPC IL W     -   391,240.      702,110.      MT  (+/- 180 meters Scaled)
 LD0237
 LD0237                          SUPERSEDED SURVEY CONTROL
 LD0237
 LD0237  NGVD 29 (??/??/92)  139.585  (m)          457.96   (f) ADJ UNCH    1 2
 LD0237
 LD0237.Superseded values are not recommended for survey control.
 LD0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0237.See file dsdata.txt to determine how the superseded data were derived.
 LD0237
 LD0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE432529(NAD 83)
 LD0237_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0237_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0237_STAMPING: ELEV 469.33 FT MEMPHIS DATUM 1903
 LD0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0237
 LD0237  HISTORY     - Date     Condition        Report By
 LD0237  HISTORY     - 1903     MONUMENTED       DOD
 LD0237  HISTORY     - 1961     GOOD             NGS
 LD0237
 LD0237                          STATION DESCRIPTION
 LD0237
 LD0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0237'AT BATH.
 LD0237'AT BATH, IN THE NORTHWEST PART OF THE CITY PARK AND SQUARE, 71
 LD0237'FEET SOUTH OF THE SOUTH CURB ON THE NORTH SIDE OF PARK, 32.4
 LD0237'FEET EAST OF THE CURB ON THE WEST SIDE OF THE PARK, 127 FEET
 LD0237'NORTHWEST OF THE NORTHWEST CORNER OF THE CITY HALL, 64 FEET EAST
 LD0237'OF THE CENTER LINE OF THE HIGHWAY 87, 170 FEET SOUTHEAST OF PBM
 LD0237'34 USE, 29 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A MONUMENT
 LD0237'INSCRIBED BATH SURVEYED BY ABRAHAM LINCOLN NOV 1 1836, A COPPER
 LD0237'BOLT LEADED IN A LIMESTONE SLAB 4 FEET UNDERGROUND ACCESS TO WHICH
 LD0237'IS HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER SURVEY CAP
 LD0237'STAMPED AS STATED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0236 ***********************************************************************
 LD0236  DESIGNATION -  33 CAP
 LD0236  PID         -  LD0236
 LD0236  STATE/COUNTY-  IL/MASON
 LD0236  USGS QUAD   -  BATH (1981)
 LD0236
 LD0236                         *CURRENT SURVEY CONTROL
 LD0236  ___________________________________________________________________
 LD0236* NAD 83(1986)-  40 11 29.     (N)    090 08 31.     (W)     SCALED    
 LD0236* NAVD 88     -       140.695  (meters)     461.60   (feet)  ADJUSTED  
 LD0236  ___________________________________________________________________
 LD0236  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0236  DYNAMIC HT  -         140.624 (meters)     461.36  (feet)  COMP
 LD0236  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 LD0236
 LD0236  VERT ORDER  -  FIRST     CLASS II
 LD0236
 LD0236.The horizontal coordinates were scaled from a topographic map and have
 LD0236.an estimated accuracy of +/- 6 seconds.
 LD0236
 LD0236.The orthometric height was determined by differential leveling
 LD0236.and adjusted by the National Geodetic Survey in June 1991..
 LD0236
 LD0236.The geoid height was determined by GEOID03.
 LD0236
 LD0236.The dynamic height is computed by dividing the NAVD 88
 LD0236.geopotential number by the normal gravity value computed on the
 LD0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0236.degrees latitude (g = 980.6199 gals.).
 LD0236
 LD0236.The modeled gravity was interpolated from observed gravity values.
 LD0236
 LD0236;                    North         East    Units  Estimated Accuracy
 LD0236;SPC IL W     -   391,240.      702,110.      MT  (+/- 180 meters Scaled)
 LD0236
 LD0236                          SUPERSEDED SURVEY CONTROL
 LD0236
 LD0236  NGVD 29 (??/??/92)  140.788  (m)          461.90   (f) ADJ UNCH    1 2
 LD0236
 LD0236.Superseded values are not recommended for survey control.
 LD0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0236.See file dsdata.txt to determine how the superseded data were derived.
 LD0236
 LD0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE432529(NAD 83)
 LD0236_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0236_STAMPING: ELEV 469.33 FT MEMPHIS DATUM 1903
 LD0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LD0236+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 LD0236
 LD0236  HISTORY     - Date     Condition        Report By
 LD0236  HISTORY     - 1903     MONUMENTED       DOD
 LD0236  HISTORY     - 1961     GOOD             NGS
 LD0236  HISTORY     - 20050601 GOOD             ILDT
 LD0236
 LD0236                          STATION DESCRIPTION
 LD0236
 LD0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0236'AT BATH.
 LD0236'AT BATH, IN THE NORTHWEST PART OF THE CITY PARK AND SQUARE, 71
 LD0236'FEET SOUTH OF THE SOUTH CURB ON THE NORTH SIDE OF PARK, 32.4
 LD0236'FEET EAST OF THE CURB ON THE WEST SIDE OF THE PARK, 127 FEET
 LD0236'NORTHWEST OF THE NORTHWEST CORNER OF THE CITY HALL, 64 FEET EAST
 LD0236'OF THE CENTER LINE OF THE HIGHWAY 87, 170 FEET SOUTHEAST OF PBM
 LD0236'34 USE, 29 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A MONUMENT
 LD0236'INSCRIBED BATH SURVEYED BY ABRAHAM LINCOLN NOV 1 1836, A COPPER
 LD0236'BOLT LEADED IN A LIMESTONE SLAB 4 FEET UNDERGROUND ACCESS TO WHICH
 LD0236'IS HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER SURVEY
 LD0236'CAP STAMPED AS STATED ABOVE.
 LD0236
 LD0236                          STATION RECOVERY (2005)
 LD0236
 LD0236'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1102 ***********************************************************************
 KB1102  DESIGNATION -  33 H USGS
 KB1102  PID         -  KB1102
 KB1102  STATE/COUNTY-  IL/CUMBERLAND
 KB1102  USGS QUAD   -  WOODBURY (1985)
 KB1102
 KB1102                         *CURRENT SURVEY CONTROL
 KB1102  ___________________________________________________________________
 KB1102* NAD 83(1997)-  39 12 14.96007(N)    088 15 41.11072(W)     ADJUSTED  
 KB1102* NAVD 88     -       175.904  (meters)     577.11   (feet)  ADJUSTED  
 KB1102  ___________________________________________________________________
 KB1102  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 KB1102  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB1102  DYNAMIC HT  -         175.801 (meters)     576.77  (feet)  COMP
 KB1102  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 KB1102
 KB1102  HORZ ORDER  -  SECOND
 KB1102  VERT ORDER  -  SECOND    CLASS 0
 KB1102
 KB1102.The horizontal coordinates were established by classical geodetic methods
 KB1102.and adjusted by the National Geodetic Survey in October 1999..
 KB1102
 KB1102.The orthometric height was determined by differential leveling
 KB1102.and adjusted by the National Geodetic Survey in June 1991..
 KB1102
 KB1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1102
 KB1102.The geoid height was determined by GEOID03.
 KB1102
 KB1102.The dynamic height is computed by dividing the NAVD 88
 KB1102.geopotential number by the normal gravity value computed on the
 KB1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1102.degrees latitude (g = 980.6199 gals.).
 KB1102
 KB1102.The modeled gravity was interpolated from observed gravity values.
 KB1102
 KB1102;                    North         East     Units Scale Factor Converg.
 KB1102;SPC IL E     -   281,644.767   306,211.527   MT  0.99997547   +0 02 43.6
 KB1102;SPC IL E     -   924,029.54  1,004,628.98   sFT  0.99997547   +0 02 43.6
 KB1102;UTM  16      - 4,340,190.245   391,084.260   MT  0.99974606   -0 47 50.7
 KB1102
 KB1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1102!SPC IL E     -   0.99997742  x   0.99997547  =   0.99995289
 KB1102!UTM  16      -   0.99997742  x   0.99974606  =   0.99972349
 KB1102
 KB1102                          SUPERSEDED SURVEY CONTROL
 KB1102
 KB1102  NAD 83(1997)-  39 12 14.96796(N)    088 15 41.10410(W) AD(       ) 2
 KB1102  NAD 83(1986)-  39 12 14.97070(N)    088 15 41.10518(W) AD(       ) 2
 KB1102  NAD 27      -  39 12 14.82920(N)    088 15 40.95590(W) AD(       ) 2
 KB1102  NGVD 29 (??/??/92)  175.97   (m)          577.3    (f) COMPUTED    2 0
 KB1102
 KB1102.Superseded values are not recommended for survey control.
 KB1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1102.See file dsdata.txt to determine how the superseded data were derived.
 KB1102
 KB1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9108440190(NAD 83)
 KB1102_MARKER: DB = BENCH MARK DISK
 KB1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1102+STABILITY: SURFACE MOTION
 KB1102
 KB1102  HISTORY     - Date     Condition        Report By
 KB1102  HISTORY     - 1959     MONUMENTED       USGS
 KB1102
 KB1102                          STATION DESCRIPTION
 KB1102
 KB1102'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (RWE)
 KB1102'THE STATION IS LOCATED ABOUT 1 MILE WEST-SOUTHWEST OF JEWETT ON THE
 KB1102'NORTH SIDE OF OLD U.S. HIGHWAY 40.
 KB1102'
 KB1102'TO REACH THE STATION FROM THE POST OFFICE IN JEWETT, GO WESTERLY ON
 KB1102'THE PAVED ROAD OLD U.S. HIGHWAY 40 FOR 0.8 MILE TO A CEMETERY ON
 KB1102'THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE ROAD LEFT
 KB1102'AND A DRIVEWAY LEADING TO THE CEMETERY ON THE RIGHT AND THE
 KB1102'STATION ON THE RIGHT.
 KB1102'
 KB1102'THE STATION IS A U.S.G.S. BENCH MARK STAMPED I 33 1929 AND IS SET IN
 KB1102'A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 12 INCHES. THE MARK
 KB1102'IS 51 FEET WEST OF A TELEPHONE POLE, NO. 1D111, AND 31 FEET NORTH OF
 KB1102'THE CENTER OF OLD U.S. HIGHWAY 40. A TRAVERSE CONNECTION WAS MADE
 KB1102'TO TRIANGULATION STATION JEWETT 1959, THE DISTANCE BEING 21.709
 KB1102'METERS 71.22 FEET.
 KB1102'
 KB1102'NOTE-DUE TO THE CONSTRUCTION OF A NEW ENTRANCE TO THE CEMETERY THIS
 KB1102'BENCH MARK HAS BEEN DESTROYED.
 KB1102'
 KB1102'NOTE- ACCORDING TO U.S. GEOLOGICAL SURVEY THE MARK DESIGNATION IS 33
 KB1102'H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0928 ***********************************************************************
 NH0928  DESIGNATION -  33 MDD
 NH0928  PID         -  NH0928
 NH0928  STATE/COUNTY-  IL/CARROLL
 NH0928  USGS QUAD   -  LORAN (1985)
 NH0928
 NH0928                         *CURRENT SURVEY CONTROL
 NH0928  ___________________________________________________________________
 NH0928* NAD 83(1986)-  42 07 42.     (N)    089 59 36.     (W)     SCALED    
 NH0928* NAVD 88     -       260.964  (meters)     856.18   (feet)  ADJUSTED  
 NH0928  ___________________________________________________________________
 NH0928  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NH0928  DYNAMIC HT  -         260.875 (meters)     855.89  (feet)  COMP
 NH0928  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 NH0928
 NH0928  VERT ORDER  -  THIRD
 NH0928
 NH0928.The horizontal coordinates were scaled from a topographic map and have
 NH0928.an estimated accuracy of +/- 6 seconds.
 NH0928
 NH0928.The orthometric height was determined by differential leveling
 NH0928.and adjusted by the National Geodetic Survey in June 1991..
 NH0928
 NH0928.The geoid height was determined by GEOID03.
 NH0928
 NH0928.The dynamic height is computed by dividing the NAVD 88
 NH0928.geopotential number by the normal gravity value computed on the
 NH0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0928.degrees latitude (g = 980.6199 gals.).
 NH0928
 NH0928.The modeled gravity was interpolated from observed gravity values.
 NH0928
 NH0928;                    North         East    Units  Estimated Accuracy
 NH0928;SPC IL W     -   606,350.      714,330.      MT  (+/- 180 meters Scaled)
 NH0928
 NH0928                          SUPERSEDED SURVEY CONTROL
 NH0928
 NH0928.No superseded survey control is available for this station.
 NH0928
 NH0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM525683(NAD 83)
 NH0928_MARKER: DB = BENCH MARK DISK
 NH0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0928_SP_SET: CONCRETE POST
 NH0928_STAMPING: 33 MDD 1967
 NH0928_MARK LOGO: USGS  
 NH0928_PROJECTION: FLUSH
 NH0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0928+STABILITY: SURFACE MOTION
 NH0928
 NH0928  HISTORY     - Date     Condition        Report By
 NH0928  HISTORY     - 1967     MONUMENTED       USGS
 NH0928  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 NH0928  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NH0928  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 NH0928
 NH0928                          STATION DESCRIPTION
 NH0928
 NH0928'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NH0928'3.2 KM (2.00 MI) NNW FROM MT CARROLL.
 NH0928'MT. CARROLL, 2.0 MI NORTH AND 0.8 MI WEST OF, NEAR THE CENTER OF THE
 NH0928'WEST ONE-HALF OF SECTION 25, T. 25 N., R. 4 E., 1000 FT NORTH AND 52
 NH0928'FT WEST OF HWY. 78 AT PRIVATE DRIVE NE., 32 FT WSW. OF AND NORMAL TO
 NH0928'THE HWY., 27 FT SOUTH OF A TELEPHONE PLOE, 1.5 FT EAST OF A FENCE AND
 NH0928'1.0 FT EAST OF A WITNESS SIGN ON A STEEL POST, IN THE TOP OF A CON-
 NH0928'CRETE POST, A STANDARD TABLET STAMPED 33 MDD 1967
 NH0928
 NH0928                          STATION RECOVERY (1995)
 NH0928
 NH0928'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0928'MARK NOT FOUND.
 NH0928
 NH0928                          STATION RECOVERY (2001)
 NH0928
 NH0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0928'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0928
 NH0928                          STATION RECOVERY (2003)
 NH0928
 NH0928'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0077 ***********************************************************************
 NJ0077  DESIGNATION -  332
 NJ0077  PID         -  NJ0077
 NJ0077  STATE/COUNTY-  IL/CARROLL
 NJ0077  USGS QUAD   -  BLACKHAWK (1975)
 NJ0077
 NJ0077                         *CURRENT SURVEY CONTROL
 NJ0077  ___________________________________________________________________
 NJ0077* NAD 83(1986)-  42 08 21.     (N)    090 09 57.     (W)     SCALED    
 NJ0077* NAVD 88     -       179.585  (meters)     589.19   (feet)  ADJUSTED  
 NJ0077  ___________________________________________________________________
 NJ0077  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0077  DYNAMIC HT  -         179.524 (meters)     588.99  (feet)  COMP
 NJ0077  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 NJ0077
 NJ0077  VERT ORDER  -  FIRST     CLASS I
 NJ0077
 NJ0077.The horizontal coordinates were scaled from a topographic map and have
 NJ0077.an estimated accuracy of +/- 6 seconds.
 NJ0077
 NJ0077.The orthometric height was determined by differential leveling
 NJ0077.and adjusted by the National Geodetic Survey in June 1991..
 NJ0077
 NJ0077.The geoid height was determined by GEOID03.
 NJ0077
 NJ0077.The dynamic height is computed by dividing the NAVD 88
 NJ0077.geopotential number by the normal gravity value computed on the
 NJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0077.degrees latitude (g = 980.6199 gals.).
 NJ0077
 NJ0077.The modeled gravity was interpolated from observed gravity values.
 NJ0077
 NJ0077;                    North         East    Units  Estimated Accuracy
 NJ0077;SPC IL W     -   607,540.      700,070.      MT  (+/- 180 meters Scaled)
 NJ0077
 NJ0077                          SUPERSEDED SURVEY CONTROL
 NJ0077
 NJ0077  NGVD 29 (??/??/92)  179.611  (m)          589.27   (f) ADJ UNCH    1 1
 NJ0077
 NJ0077.Superseded values are not recommended for survey control.
 NJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0077.See file dsdata.txt to determine how the superseded data were derived.
 NJ0077
 NJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG342691(NAD 83)
 NJ0077_MARKER: B = BOLT
 NJ0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0077_SP_SET: TILE
 NJ0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0077
 NJ0077  HISTORY     - Date     Condition        Report By
 NJ0077  HISTORY     - UNK      MONUMENTED       DOD
 NJ0077  HISTORY     - 1970     GOOD             NGS
 NJ0077  HISTORY     - 20011203 GOOD             NGS
 NJ0077  HISTORY     - 20030923 POOR             USPSQD
 NJ0077
 NJ0077                          STATION DESCRIPTION
 NJ0077
 NJ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0077'3 MI N FROM SAVANNA.
 NJ0077'ABOUT 3.05 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 NJ0077'FROM THE STATION AT SAVANNA, 39 FEET NORTHWEST OF THE NORTHWEST
 NJ0077'CORNER OF RAILROAD BRIDGE NUMBER 148.59, 27 FEET WEST OF THE
 NJ0077'WEST RAIL OF THE WEST TRACK, 4 FEET EAST OF A FENCE, 4.0 FEET
 NJ0077'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 NJ0077'TRACK, A COPPER BOLT LEADED IN AN 18- X 18-INCH TILE WHICH IS
 NJ0077'SET 3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH
 NJ0077'IS HAD THROUGH AN IRON PIPE WHICH BEARS A MISSISSIPPI RIVER
 NJ0077'COMMISSION CAP AND WHICH PROJECTS 3 INCHES.  SEC 21, T25N, R3E
 NJ0077
 NJ0077                          STATION RECOVERY (2001)
 NJ0077
 NJ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0077'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0077
 NJ0077                          STATION RECOVERY (2003)
 NJ0077
 NJ0077'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0077'FOUND PIPE AND WITNESS POST. CAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0078 ***********************************************************************
 NJ0078  DESIGNATION -  333
 NJ0078  PID         -  NJ0078
 NJ0078  STATE/COUNTY-  IL/CARROLL
 NJ0078  USGS QUAD   -  BLACKHAWK (1975)
 NJ0078
 NJ0078                         *CURRENT SURVEY CONTROL
 NJ0078  ___________________________________________________________________
 NJ0078* NAD 83(1986)-  42 08 21.     (N)    090 09 57.     (W)     SCALED    
 NJ0078* NAVD 88     -       180.845  (meters)     593.32   (feet)  ADJUSTED  
 NJ0078  ___________________________________________________________________
 NJ0078  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0078  DYNAMIC HT  -         180.783 (meters)     593.12  (feet)  COMP
 NJ0078  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 NJ0078
 NJ0078  VERT ORDER  -  FIRST     CLASS I
 NJ0078
 NJ0078.The horizontal coordinates were scaled from a topographic map and have
 NJ0078.an estimated accuracy of +/- 6 seconds.
 NJ0078
 NJ0078.The orthometric height was determined by differential leveling
 NJ0078.and adjusted by the National Geodetic Survey in June 1991..
 NJ0078
 NJ0078.The geoid height was determined by GEOID03.
 NJ0078
 NJ0078.The dynamic height is computed by dividing the NAVD 88
 NJ0078.geopotential number by the normal gravity value computed on the
 NJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0078.degrees latitude (g = 980.6199 gals.).
 NJ0078
 NJ0078.The modeled gravity was interpolated from observed gravity values.
 NJ0078
 NJ0078;                    North         East    Units  Estimated Accuracy
 NJ0078;SPC IL W     -   607,540.      700,070.      MT  (+/- 180 meters Scaled)
 NJ0078
 NJ0078                          SUPERSEDED SURVEY CONTROL
 NJ0078
 NJ0078  NGVD 29 (??/??/92)  180.871  (m)          593.41   (f) ADJ UNCH    1 1
 NJ0078
 NJ0078.Superseded values are not recommended for survey control.
 NJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0078.See file dsdata.txt to determine how the superseded data were derived.
 NJ0078
 NJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG342691(NAD 83)
 NJ0078_MARKER: P = PIPE CAP
 NJ0078_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0078_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0078
 NJ0078  HISTORY     - Date     Condition        Report By
 NJ0078  HISTORY     - UNK      MONUMENTED       DOD
 NJ0078  HISTORY     - 1970     GOOD             NGS
 NJ0078  HISTORY     - 20011203 GOOD             NGS
 NJ0078  HISTORY     - 20030923 POOR             USPSQD
 NJ0078
 NJ0078                          STATION DESCRIPTION
 NJ0078
 NJ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0078'3 MI N FROM SAVANNA.
 NJ0078'ABOUT 3.05 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 NJ0078'FROM THE STATION AT SAVANNA, 39 FEET NORTHWEST OF THE NORTHWEST
 NJ0078'CORNER OF RAILROAD BRIDGE NUMBER 148.59, 27 FEET WEST OF THE
 NJ0078'WEST RAIL OF THE WEST TRACK, 4 FEET EAST OF A FENCE, 4.0 FEET
 NJ0078'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 NJ0078'OF THE TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE
 NJ0078'TOP OF AN IRON PIPE PROJECTING 3 INCHES.  SEC 21, T25N, R3E
 NJ0078
 NJ0078                          STATION RECOVERY (2001)
 NJ0078
 NJ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0078
 NJ0078                          STATION RECOVERY (2003)
 NJ0078
 NJ0078'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0078'FOUND WITNESS POST AND PIPE. CAP MISSING. APPEARS TO BE IDENTICAL TO
 NJ0078'NJ0077 AND NJ0079
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0079 ***********************************************************************
 NJ0079  DESIGNATION -  333 RESET
 NJ0079  PID         -  NJ0079
 NJ0079  STATE/COUNTY-  IL/CARROLL
 NJ0079  USGS QUAD   -  BLACKHAWK (1975)
 NJ0079
 NJ0079                         *CURRENT SURVEY CONTROL
 NJ0079  ___________________________________________________________________
 NJ0079* NAD 83(1986)-  42 08 21.     (N)    090 09 57.     (W)     SCALED    
 NJ0079* NAVD 88     -       180.809  (meters)     593.20   (feet)  ADJUSTED  
 NJ0079  ___________________________________________________________________
 NJ0079  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0079  DYNAMIC HT  -         180.748 (meters)     593.00  (feet)  COMP
 NJ0079  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 NJ0079
 NJ0079  VERT ORDER  -  FIRST     CLASS I
 NJ0079
 NJ0079.The horizontal coordinates were scaled from a topographic map and have
 NJ0079.an estimated accuracy of +/- 6 seconds.
 NJ0079
 NJ0079.The orthometric height was determined by differential leveling
 NJ0079.and adjusted by the National Geodetic Survey in June 1991..
 NJ0079
 NJ0079.The geoid height was determined by GEOID03.
 NJ0079
 NJ0079.The dynamic height is computed by dividing the NAVD 88
 NJ0079.geopotential number by the normal gravity value computed on the
 NJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0079.degrees latitude (g = 980.6199 gals.).
 NJ0079
 NJ0079.The modeled gravity was interpolated from observed gravity values.
 NJ0079
 NJ0079;                    North         East    Units  Estimated Accuracy
 NJ0079;SPC IL W     -   607,540.      700,070.      MT  (+/- 180 meters Scaled)
 NJ0079
 NJ0079                          SUPERSEDED SURVEY CONTROL
 NJ0079
 NJ0079  NGVD 29 (??/??/92)  180.835  (m)          593.29   (f) ADJ UNCH    1 1
 NJ0079
 NJ0079.Superseded values are not recommended for survey control.
 NJ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0079.See file dsdata.txt to determine how the superseded data were derived.
 NJ0079
 NJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG342691(NAD 83)
 NJ0079_MARKER: P = PIPE CAP
 NJ0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0079_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0079
 NJ0079  HISTORY     - Date     Condition        Report By
 NJ0079  HISTORY     - 1970     MONUMENTED       DOD
 NJ0079  HISTORY     - 1970     GOOD             NGS
 NJ0079  HISTORY     - 19950524 MARK NOT FOUND   USPSQD
 NJ0079  HISTORY     - 20011203 GOOD             NGS
 NJ0079  HISTORY     - 20030923 POOR             USPSQD
 NJ0079
 NJ0079                          STATION DESCRIPTION
 NJ0079
 NJ0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0079'3 MI N FROM SAVANNA.
 NJ0079'ABOUT 3.05 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 NJ0079'FROM THE STATION AT SAVANNA, 39 FEET NORTHWEST OF THE NORTHWEST
 NJ0079'CORNER OF RAILROAD BRIDGE NUMBER 148.59, 27 FEET WEST OF THE
 NJ0079'WEST RAIL OF THE WEST TRACK, 4 FEET EAST OF A FENCE, 4.0 FEET
 NJ0079'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 NJ0079'TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP
 NJ0079'OF AN IRON PIPE PROJECTING 3 INCHES.  SECTION 21, T25N, R3E
 NJ0079
 NJ0079                          STATION RECOVERY (1995)
 NJ0079
 NJ0079'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0079'MARK NOT FOUND.
 NJ0079
 NJ0079                          STATION RECOVERY (2001)
 NJ0079
 NJ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0079'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0079
 NJ0079                          STATION RECOVERY (2003)
 NJ0079
 NJ0079'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0079'FOUND WITNESS POST AND PIPE. CAP MISSING. APPEARS TO BE IDENTICAL TO
 NJ0079'NJ0077 AND NJ0078 EXCEPT FOR THE RESET ON DATA SHEEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0826 ***********************************************************************
 HB0826  DESIGNATION -  338
 HB0826  PID         -  HB0826
 HB0826  STATE/COUNTY-  IL/PULASKI
 HB0826  USGS QUAD   -  PULASKI (1967)
 HB0826
 HB0826                         *CURRENT SURVEY CONTROL
 HB0826  ___________________________________________________________________
 HB0826* NAD 83(1986)-  37 13 27.     (N)    089 12 10.     (W)     SCALED    
 HB0826* NAVD 88     -       102.901  (meters)     337.60   (feet)  ADJUSTED  
 HB0826  ___________________________________________________________________
 HB0826  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HB0826  DYNAMIC HT  -         102.827 (meters)     337.36  (feet)  COMP
 HB0826  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 HB0826
 HB0826  VERT ORDER  -  FIRST     CLASS I
 HB0826
 HB0826.The horizontal coordinates were scaled from a topographic map and have
 HB0826.an estimated accuracy of +/- 6 seconds.
 HB0826
 HB0826.The orthometric height was determined by differential leveling
 HB0826.and adjusted by the National Geodetic Survey in June 1991..
 HB0826
 HB0826.The geoid height was determined by GEOID03.
 HB0826
 HB0826.The dynamic height is computed by dividing the NAVD 88
 HB0826.geopotential number by the normal gravity value computed on the
 HB0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0826.degrees latitude (g = 980.6199 gals.).
 HB0826
 HB0826.The modeled gravity was interpolated from observed gravity values.
 HB0826
 HB0826;                    North         East    Units  Estimated Accuracy
 HB0826;SPC IL W     -    62,300.      785,540.      MT  (+/- 180 meters Scaled)
 HB0826
 HB0826                          SUPERSEDED SURVEY CONTROL
 HB0826
 HB0826  NGVD 29 (??/??/??)  102.840  (m)          337.40   (f) ADJUSTED    1 1
 HB0826
 HB0826.Superseded values are not recommended for survey control.
 HB0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0826.See file dsdata.txt to determine how the superseded data were derived.
 HB0826
 HB0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG045220(NAD 83)
 HB0826_MARKER: DD = SURVEY DISK
 HB0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0826_SP_SET: ABUTMENT
 HB0826_STAMPING: 338 ILL 1927
 HB0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0826+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0826
 HB0826  HISTORY     - Date     Condition        Report By
 HB0826  HISTORY     - 1927     MONUMENTED       USGS
 HB0826  HISTORY     - 1969     GOOD             CGS
 HB0826  HISTORY     - 20020829 GOOD             USACE
 HB0826
 HB0826                          STATION DESCRIPTION
 HB0826
 HB0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0826'0.8 MI N FROM PULASKI.
 HB0826'ABOUT 0.85 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0826'THE POST OFFICE AT PULASKI, 0.35 MILE SOUTH OF MILEPOST 348,
 HB0826'6 1/2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN
 HB0826'THE TOP OF THE EAST END OF THE NORTH CONCRETE LEDGE ON THE
 HB0826'NORTH CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 348.3, 1.7
 HB0826'FEET BELOW THE TOP OF THE ABUTMENT, AND 4 FEET BELOW THE LEVEL
 HB0826'OF THE TRACK.  SEC 10, T15S, R1W.
 HB0826
 HB0826                          STATION RECOVERY (2002)
 HB0826
 HB0826'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0765 ***********************************************************************
 HB0765  DESIGNATION -  339
 HB0765  PID         -  HB0765
 HB0765  STATE/COUNTY-  IL/ALEXANDER
 HB0765  USGS QUAD   -  TAMMS (1996)
 HB0765
 HB0765                         *CURRENT SURVEY CONTROL
 HB0765  ___________________________________________________________________
 HB0765* NAD 83(1986)-  37 10 06.     (N)    089 21 07.     (W)     SCALED    
 HB0765* NAVD 88     -       103.151  (meters)     338.42   (feet)  ADJUSTED  
 HB0765  ___________________________________________________________________
 HB0765  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HB0765  DYNAMIC HT  -         103.078 (meters)     338.18  (feet)  COMP
 HB0765  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 HB0765
 HB0765  VERT ORDER  -  SECOND    CLASS 0
 HB0765
 HB0765.The horizontal coordinates were scaled from a topographic map and have
 HB0765.an estimated accuracy of +/- 6 seconds.
 HB0765
 HB0765.The orthometric height was determined by differential leveling
 HB0765.and adjusted by the National Geodetic Survey in June 1991..
 HB0765
 HB0765.The geoid height was determined by GEOID03.
 HB0765
 HB0765.The dynamic height is computed by dividing the NAVD 88
 HB0765.geopotential number by the normal gravity value computed on the
 HB0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0765.degrees latitude (g = 980.6199 gals.).
 HB0765
 HB0765.The modeled gravity was interpolated from observed gravity values.
 HB0765
 HB0765;                    North         East    Units  Estimated Accuracy
 HB0765;SPC IL W     -    55,980.      772,360.      MT  (+/- 180 meters Scaled)
 HB0765
 HB0765                          SUPERSEDED SURVEY CONTROL
 HB0765
 HB0765  NGVD 29 (??/??/??)  103.038  (m)          338.05   (f) ADJUSTED    2 0
 HB0765
 HB0765.Superseded values are not recommended for survey control.
 HB0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0765.See file dsdata.txt to determine how the superseded data were derived.
 HB0765
 HB0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG911161(NAD 83)
 HB0765_MARKER: DD = SURVEY DISK
 HB0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0765_STAMPING: 339 1927
 HB0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0765+STABILITY: SURFACE MOTION
 HB0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0765+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0765
 HB0765  HISTORY     - Date     Condition        Report By
 HB0765  HISTORY     - 1927     MONUMENTED       USGS
 HB0765  HISTORY     - 1935     GOOD             CGS
 HB0765  HISTORY     - 20020829 GOOD             USACE
 HB0765
 HB0765                          STATION DESCRIPTION
 HB0765
 HB0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0765'AT OLIVE BRANCH.
 HB0765'AT OLIVE BRANCH, ALEXANDER COUNTY, 70 FEET NORTH OF A CROSSROADS,
 HB0765'AT THE METHODIST CHURCH, 30 FEET SOUTHEAST OF THE EAST CORNER OF
 HB0765'THE BUILDING, 35 FEET NORTHWEST OF THE CENTERLINE OF A ROAD
 HB0765'LEADING NORTHEAST, AND 10 FEET NORTHWEST OF THE EAST CORNER OF THE
 HB0765'YARD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HB0765'339 1927 AND SET IN THE TOP OF A CONCRETE POST.
 HB0765
 HB0765                          STATION RECOVERY (2002)
 HB0765
 HB0765'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0239 ***********************************************************************
 LD0239  DESIGNATION -  34
 LD0239  PID         -  LD0239
 LD0239  STATE/COUNTY-  IL/MASON
 LD0239  USGS QUAD   -  BATH (1981)
 LD0239
 LD0239                         *CURRENT SURVEY CONTROL
 LD0239  ___________________________________________________________________
 LD0239* NAD 83(1986)-  40 11 31.     (N)    090 08 32.     (W)     SCALED    
 LD0239* NAVD 88     -       141.642  (meters)     464.70   (feet)  ADJUSTED  
 LD0239  ___________________________________________________________________
 LD0239  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0239  DYNAMIC HT  -         141.570 (meters)     464.47  (feet)  COMP
 LD0239  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 LD0239
 LD0239  VERT ORDER  -  FIRST     CLASS II
 LD0239
 LD0239.The horizontal coordinates were scaled from a topographic map and have
 LD0239.an estimated accuracy of +/- 6 seconds.
 LD0239
 LD0239.The orthometric height was determined by differential leveling
 LD0239.and adjusted by the National Geodetic Survey in June 1991..
 LD0239
 LD0239.The geoid height was determined by GEOID03.
 LD0239
 LD0239.The dynamic height is computed by dividing the NAVD 88
 LD0239.geopotential number by the normal gravity value computed on the
 LD0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0239.degrees latitude (g = 980.6199 gals.).
 LD0239
 LD0239.The modeled gravity was interpolated from observed gravity values.
 LD0239
 LD0239;                    North         East    Units  Estimated Accuracy
 LD0239;SPC IL W     -   391,300.      702,080.      MT  (+/- 180 meters Scaled)
 LD0239
 LD0239                          SUPERSEDED SURVEY CONTROL
 LD0239
 LD0239  NGVD 29 (??/??/92)  141.738  (m)          465.02   (f) ADJ UNCH    1 2
 LD0239
 LD0239.Superseded values are not recommended for survey control.
 LD0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0239.See file dsdata.txt to determine how the superseded data were derived.
 LD0239
 LD0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE432529(NAD 83)
 LD0239_MARKER: X = CHISELED CROSS
 LD0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0239_SP_SET: WATER TABLE
 LD0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0239
 LD0239  HISTORY     - Date     Condition        Report By
 LD0239  HISTORY     - UNK      MONUMENTED       DOD
 LD0239  HISTORY     - 1961     GOOD             NGS
 LD0239  HISTORY     - 20050601 MARK NOT FOUND   ILDT
 LD0239
 LD0239                          STATION DESCRIPTION
 LD0239
 LD0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0239'AT BATH.
 LD0239'AT BATH, AT THE INTERSECTION OF MAIN AND OAK STREET, 26 FEET WEST
 LD0239'OF THE CENTER LINE OF OAK STREET (HIGHWAY 78), 43 1/2 FEET NORTH
 LD0239'OF THE CENTER LINE OF MAIN STREET, 7.6 FEET NORTH OF THE SOUTHEAST
 LD0239'CORNER OF THE MILLER GROCERY STORE, A CHISELED CROSS ON THE IRON
 LD0239'WATER TABLE AT MAIN ENTRANCE TO STORE AND 5 INCHES ABOVE THE
 LD0239'LEVEL OF THE SIDEWALK.  NOTE-- LETTERED IN WATER TABLE PBM US
 LD0239
 LD0239                          STATION RECOVERY (2005)
 LD0239
 LD0239'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0724 ***********************************************************************
 KB0724  DESIGNATION -  34 1
 KB0724  PID         -  KB0724
 KB0724  STATE/COUNTY-  IL/CHRISTIAN
 KB0724  USGS QUAD   -  PANA (1982)
 KB0724
 KB0724                         *CURRENT SURVEY CONTROL
 KB0724  ___________________________________________________________________
 KB0724* NAD 83(1986)-  39 23 25.     (N)    089 06 00.     (W)     SCALED    
 KB0724* NAVD 88     -       212.310  (meters)     696.55   (feet)  ADJUSTED  
 KB0724  ___________________________________________________________________
 KB0724  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0724  DYNAMIC HT  -         212.183 (meters)     696.14  (feet)  COMP
 KB0724  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 KB0724
 KB0724  VERT ORDER  -  FIRST     CLASS II
 KB0724
 KB0724.The horizontal coordinates were scaled from a topographic map and have
 KB0724.an estimated accuracy of +/- 6 seconds.
 KB0724
 KB0724.The orthometric height was determined by differential leveling
 KB0724.and adjusted by the National Geodetic Survey in June 1991..
 KB0724.WARNING-Repeat measurements at this control monument indicate possible
 KB0724.vertical movement.
 KB0724
 KB0724.The geoid height was determined by GEOID03.
 KB0724
 KB0724.The dynamic height is computed by dividing the NAVD 88
 KB0724.geopotential number by the normal gravity value computed on the
 KB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0724.degrees latitude (g = 980.6199 gals.).
 KB0724
 KB0724.The modeled gravity was interpolated from observed gravity values.
 KB0724
 KB0724;                    North         East    Units  Estimated Accuracy
 KB0724;SPC IL W     -   302,840.      791,890.      MT  (+/- 180 meters Scaled)
 KB0724
 KB0724                          SUPERSEDED SURVEY CONTROL
 KB0724
 KB0724  NGVD 29 (??/??/92)  212.397  (m)          696.84   (f) ADJ UNCH    1 2
 KB0724
 KB0724.Superseded values are not recommended for survey control.
 KB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0724.See file dsdata.txt to determine how the superseded data were derived.
 KB0724
 KB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ191621(NAD 83)
 KB0724_MARKER: DD = SURVEY DISK
 KB0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0724_STAMPING: 34-1 1934
 KB0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0724+STABILITY: SURFACE MOTION
 KB0724
 KB0724  HISTORY     - Date     Condition        Report By
 KB0724  HISTORY     - 1934     MONUMENTED       ILGS
 KB0724  HISTORY     - 1961     GOOD             NGS
 KB0724
 KB0724                          STATION DESCRIPTION
 KB0724
 KB0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0724'0.9 MI W FROM PANA.
 KB0724'ABOUT 0.9 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KB0724'THE STATION AT PANA, ABOUT 7 RAILS WEST OF MILEPOST 168, IN
 KB0724'SECTION 20 R 1 E T 11 N, AT A BLACK TOP ROAD CROSSING, 18 FEET
 KB0724'NORTH OF THE NORTH RAIL, 30 FEET WEST OF THE CENTER LINE OF
 KB0724'THE ROAD, 36 FEET NORTHWEST OF THE CENTER OF THE ROAD CROSSING
 KB0724'THE MAIN TRACK, 14 FEET SOUTHEAST OF A TELEGRAPH POLE, 2 FEET
 KB0724'BELOW THE LEVEL OF THE TRACK, A C AND GS AND STATE SURVEY DISK
 KB0724'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 KB0724'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0317 ***********************************************************************
 MG0317  DESIGNATION -  34 W
 MG0317  PID         -  MG0317
 MG0317  STATE/COUNTY-  IL/HENDERSON
 MG0317  USGS QUAD   -  KEITHSBURG (1982)
 MG0317
 MG0317                         *CURRENT SURVEY CONTROL
 MG0317  ___________________________________________________________________
 MG0317* NAD 83(1986)-  41 01 08.     (N)    090 55 16.     (W)     SCALED    
 MG0317* NAVD 88     -       172.256  (meters)     565.14   (feet)  ADJUSTED  
 MG0317  ___________________________________________________________________
 MG0317  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MG0317  DYNAMIC HT  -         172.181 (meters)     564.90  (feet)  COMP
 MG0317  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MG0317
 MG0317  VERT ORDER  -  SECOND    CLASS 0
 MG0317
 MG0317.The horizontal coordinates were scaled from a topographic map and have
 MG0317.an estimated accuracy of +/- 6 seconds.
 MG0317
 MG0317.The orthometric height was determined by differential leveling
 MG0317.and adjusted by the National Geodetic Survey in June 1991..
 MG0317
 MG0317.The geoid height was determined by GEOID03.
 MG0317
 MG0317.The dynamic height is computed by dividing the NAVD 88
 MG0317.geopotential number by the normal gravity value computed on the
 MG0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0317.degrees latitude (g = 980.6199 gals.).
 MG0317
 MG0317.The modeled gravity was interpolated from observed gravity values.
 MG0317
 MG0317;                    North         East    Units  Estimated Accuracy
 MG0317;SPC IL W     -   483,400.      636,550.      MT  (+/- 180 meters Scaled)
 MG0317
 MG0317                          SUPERSEDED SURVEY CONTROL
 MG0317
 MG0317  NGVD 29 (??/??/92)  172.326  (m)          565.37   (f) ADJ UNCH    2 0
 MG0317
 MG0317.Superseded values are not recommended for survey control.
 MG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0317.See file dsdata.txt to determine how the superseded data were derived.
 MG0317
 MG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF747429(NAD 83)
 MG0317_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MG0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MG0317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MG0317_STAMPING: 34W
 MG0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0317
 MG0317  HISTORY     - Date     Condition        Report By
 MG0317  HISTORY     - UNK      MONUMENTED       USGS
 MG0317  HISTORY     - 1934     GOOD             NGS
 MG0317  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MG0317
 MG0317                          STATION DESCRIPTION
 MG0317
 MG0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0317'AT MILROY.
 MG0317'AT MILROY, HENDERSON COUNTY, ON THE CHICAGO, BURLING AND QUINCY
 MG0317'RAILROAD, 115 YARDS NORTH OF THE STATION, AT A ROAD CROSSING,
 MG0317'50 FEET WEST OF THE CENTERLINE OF THE TRACK, 20 FEET NORTH OF THE
 MG0317'CENTERLINE OF THE ROAD, AND AT A FENCE CORNER.  A UNITED STATES
 MG0317'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 34W AND RIVETED ON THE TOP
 MG0317'OF AN IRON PIPE.
 MG0317
 MG0317                          STATION RECOVERY (2001)
 MG0317
 MG0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0317'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0762 ***********************************************************************
 HB0762  DESIGNATION -  341
 HB0762  PID         -  HB0762
 HB0762  STATE/COUNTY-  IL/ALEXANDER
 HB0762  USGS QUAD   -  TAMMS (1996)
 HB0762
 HB0762                         *CURRENT SURVEY CONTROL
 HB0762  ___________________________________________________________________
 HB0762* NAD 83(1986)-  37 10 07.     (N)    089 21 26.     (W)     SCALED    
 HB0762* NAVD 88     -       103.622  (meters)     339.97   (feet)  ADJUSTED  
 HB0762  ___________________________________________________________________
 HB0762  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HB0762  DYNAMIC HT  -         103.548 (meters)     339.72  (feet)  COMP
 HB0762  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HB0762
 HB0762  VERT ORDER  -  SECOND    CLASS 0
 HB0762
 HB0762.The horizontal coordinates were scaled from a topographic map and have
 HB0762.an estimated accuracy of +/- 6 seconds.
 HB0762
 HB0762.The orthometric height was determined by differential leveling
 HB0762.and adjusted by the National Geodetic Survey in June 1991..
 HB0762
 HB0762.The geoid height was determined by GEOID03.
 HB0762
 HB0762.The dynamic height is computed by dividing the NAVD 88
 HB0762.geopotential number by the normal gravity value computed on the
 HB0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0762.degrees latitude (g = 980.6199 gals.).
 HB0762
 HB0762.The modeled gravity was interpolated from observed gravity values.
 HB0762
 HB0762;                    North         East    Units  Estimated Accuracy
 HB0762;SPC IL W     -    56,010.      771,890.      MT  (+/- 180 meters Scaled)
 HB0762
 HB0762                          SUPERSEDED SURVEY CONTROL
 HB0762
 HB0762  NGVD 29 (??/??/??)  103.508  (m)          339.59   (f) ADJUSTED    2 0
 HB0762
 HB0762.Superseded values are not recommended for survey control.
 HB0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0762.See file dsdata.txt to determine how the superseded data were derived.
 HB0762
 HB0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG907161(NAD 83)
 HB0762_MARKER: Q = CHISELED SQUARE
 HB0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0762_SP_SET: ABUTMENT
 HB0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0762
 HB0762  HISTORY     - Date     Condition        Report By
 HB0762  HISTORY     - UNK      MONUMENTED       USGS
 HB0762  HISTORY     - 1935     GOOD             CGS
 HB0762  HISTORY     - 20020829 MARK NOT FOUND   USACE
 HB0762
 HB0762                          STATION DESCRIPTION
 HB0762
 HB0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0762'AT OLIVE BRANCH.
 HB0762'AT OLIVE BRANCH, ALEXANDER COUNTY, ON STATE HIGHWAY 3, AT THE WEST
 HB0762'EDGE OF TOWN, 135 FEET SOUTHWEST OF A ROAD LEADING TO A SCHOOL,
 HB0762'AT A CONCRETE BRIDGE, AND ON THE TOP OF THE SOUTH WING WALL OF THE
 HB0762'WEST ABUTMENT.  A CHISELED SQUARE.
 HB0762
 HB0762                          STATION RECOVERY (2002)
 HB0762
 HB0762'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0762'MARK DESTROYED. BRIDGE REPLACED IN 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0763 ***********************************************************************
 HB0763  DESIGNATION -  341 RESET
 HB0763  PID         -  HB0763
 HB0763  STATE/COUNTY-  IL/ALEXANDER
 HB0763  USGS QUAD   -  TAMMS (1996)
 HB0763
 HB0763                         *CURRENT SURVEY CONTROL
 HB0763  ___________________________________________________________________
 HB0763* NAD 83(1986)-  37 10 07.     (N)    089 21 26.     (W)     SCALED    
 HB0763* NAVD 88     -       103.92   (+/-2cm)     340.9    (feet)  VERTCON   
 HB0763  ___________________________________________________________________
 HB0763  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HB0763
 HB0763  VERT ORDER  -  ? (See Below)
 HB0763
 HB0763.The horizontal coordinates were scaled from a topographic map and have
 HB0763.an estimated accuracy of +/- 6 seconds.
 HB0763
 HB0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0763.The vertical order pertains to the NGVD 29 superseded value.
 HB0763
 HB0763.The geoid height was determined by GEOID03.
 HB0763
 HB0763;                    North         East    Units  Estimated Accuracy
 HB0763;SPC IL W     -    56,010.      771,890.      MT  (+/- 180 meters Scaled)
 HB0763
 HB0763                          SUPERSEDED SURVEY CONTROL
 HB0763
 HB0763  NGVD 29 (??/??/??)  103.808  (m)          340.58   (f) ADJUSTED    ?  
 HB0763
 HB0763.Superseded values are not recommended for survey control.
 HB0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0763.See file dsdata.txt to determine how the superseded data were derived.
 HB0763
 HB0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG907161(NAD 83)
 HB0763_MARKER: DD = SURVEY DISK
 HB0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0763_STAMPING: 341 RESET 1962
 HB0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0763+STABILITY: SURFACE MOTION
 HB0763
 HB0763  HISTORY     - Date     Condition        Report By
 HB0763  HISTORY     - 1962     MONUMENTED       ILDPW
 HB0763  HISTORY     - 1966     GOOD             CGS
 HB0763  HISTORY     - 1988     GOOD             USPSQD
 HB0763
 HB0763                          STATION DESCRIPTION
 HB0763
 HB0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HB0763'AT OLIVE BRANCH.
 HB0763'AT OLIVE BRANCH, ON ILLINOIS STATE HIGHWAY 3, 88 FEET NORTHWEST
 HB0763'OF THE CENTERLINE OF AN ENTRANCE PIPE CULVERT AT THE ENTRANCE TO
 HB0763'THE OLIVE BRANCH GRADE SCHOOL, 63 FEET NORTH AN AT RIGHT ANGLES TO
 HB0763'STATION 750+44.77 OF HIGHWAY 3, 216.6 FEET NORTHEAST OF THE
 HB0763'CENTERLINE OF BRIDGE ACROSS PIGEON ROOST CREEK, STA. 752+52 ON
 HB0763'HIGHWAY 3.  7.5 FEET NORTH EASTERLY FROM CENTERLINE OF POWER POLE,
 HB0763'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST.
 HB0763
 HB0763                          STATION RECOVERY (1988)
 HB0763
 HB0763'RECOVERY NOTE BY US POWER SQUADRON 1988 (GA)
 HB0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0754 ***********************************************************************
 HB0754  DESIGNATION -  342
 HB0754  PID         -  HB0754
 HB0754  STATE/COUNTY-  IL/ALEXANDER
 HB0754  USGS QUAD   -  THEBES (1996)
 HB0754
 HB0754                         *CURRENT SURVEY CONTROL
 HB0754  ___________________________________________________________________
 HB0754* NAD 83(1986)-  37 13 15.     (N)    089 27 44.     (W)     SCALED    
 HB0754* NAVD 88     -       103.886  (meters)     340.83   (feet)  ADJUSTED  
 HB0754  ___________________________________________________________________
 HB0754  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HB0754  DYNAMIC HT  -         103.811 (meters)     340.59  (feet)  COMP
 HB0754  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 HB0754
 HB0754  VERT ORDER  -  SECOND    CLASS 0
 HB0754
 HB0754.The horizontal coordinates were scaled from a topographic map and have
 HB0754.an estimated accuracy of +/- 6 seconds.
 HB0754
 HB0754.The orthometric height was determined by differential leveling
 HB0754.and adjusted by the National Geodetic Survey in June 1991..
 HB0754
 HB0754.The geoid height was determined by GEOID03.
 HB0754
 HB0754.The dynamic height is computed by dividing the NAVD 88
 HB0754.geopotential number by the normal gravity value computed on the
 HB0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0754.degrees latitude (g = 980.6199 gals.).
 HB0754
 HB0754.The modeled gravity was interpolated from observed gravity values.
 HB0754
 HB0754;                    North         East    Units  Estimated Accuracy
 HB0754;SPC IL W     -    61,730.      762,520.      MT  (+/- 180 meters Scaled)
 HB0754
 HB0754                          SUPERSEDED SURVEY CONTROL
 HB0754
 HB0754  NGVD 29 (??/??/??)  103.764  (m)          340.43   (f) ADJUSTED    2 0
 HB0754
 HB0754.Superseded values are not recommended for survey control.
 HB0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0754.See file dsdata.txt to determine how the superseded data were derived.
 HB0754
 HB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG815222(NAD 83)
 HB0754_MARKER: DD = SURVEY DISK
 HB0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0754_SP_SET: PIER
 HB0754_STAMPING: 342 1927
 HB0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0754
 HB0754  HISTORY     - Date     Condition        Report By
 HB0754  HISTORY     - 1927     MONUMENTED       USGS
 HB0754  HISTORY     - 1935     GOOD             CGS
 HB0754
 HB0754                          STATION DESCRIPTION
 HB0754
 HB0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0754'AT THEBES.
 HB0754'AT THEBES, ALEXANDER COUNTY, ON THE CHICAGO AND EASTERN ILLINOIS
 HB0754'RAILROAD, 0.2 MILE SOUTH OF THE STATION, AT THE WEST END OF THE
 HB0754'CONCRETE APPROACH TO THE BRIDGE OVER MISSISSIPPI RIVER, AT THE EAST
 HB0754'SIDE OF THE MAIN TRACK, AND IN THE NORTH FACE OF THE MOST EASTERLY
 HB0754'STONE PIER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HB0754'STAMPED 342 1927 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0742 ***********************************************************************
 HB0742  DESIGNATION -  343.16
 HB0742  PID         -  HB0742
 HB0742  STATE/COUNTY-  IL/ALEXANDER
 HB0742  USGS QUAD   -  MC CLURE (1993)
 HB0742
 HB0742                         *CURRENT SURVEY CONTROL
 HB0742  ___________________________________________________________________
 HB0742* NAD 83(1986)-  37 19 11.     (N)    089 25 04.     (W)     SCALED    
 HB0742* NAVD 88     -       104.450  (meters)     342.68   (feet)  ADJUSTED  
 HB0742  ___________________________________________________________________
 HB0742  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0742  DYNAMIC HT  -         104.376 (meters)     342.44  (feet)  COMP
 HB0742  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 HB0742
 HB0742  VERT ORDER  -  SECOND    CLASS 0
 HB0742
 HB0742.The horizontal coordinates were scaled from a topographic map and have
 HB0742.an estimated accuracy of +/- 6 seconds.
 HB0742
 HB0742.The orthometric height was determined by differential leveling
 HB0742.and adjusted by the National Geodetic Survey in June 1991..
 HB0742
 HB0742.The geoid height was determined by GEOID03.
 HB0742
 HB0742.The dynamic height is computed by dividing the NAVD 88
 HB0742.geopotential number by the normal gravity value computed on the
 HB0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0742.degrees latitude (g = 980.6199 gals.).
 HB0742
 HB0742.The modeled gravity was interpolated from observed gravity values.
 HB0742
 HB0742;                    North         East    Units  Estimated Accuracy
 HB0742;SPC IL W     -    72,730.      766,380.      MT  (+/- 180 meters Scaled)
 HB0742
 HB0742                          SUPERSEDED SURVEY CONTROL
 HB0742
 HB0742  NGVD 29 (??/??/??)  104.388  (m)          342.48   (f) ADJUSTED    2 0
 HB0742
 HB0742.Superseded values are not recommended for survey control.
 HB0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0742.See file dsdata.txt to determine how the superseded data were derived.
 HB0742
 HB0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG857330(NAD 83)
 HB0742_MARKER: Q = CHISELED SQUARE
 HB0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0742_SP_SET: FLOOR
 HB0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0742
 HB0742  HISTORY     - Date     Condition        Report By
 HB0742  HISTORY     - UNK      MONUMENTED       USGS
 HB0742  HISTORY     - 1935     GOOD             CGS
 HB0742
 HB0742                          STATION DESCRIPTION
 HB0742
 HB0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0742'AT MC CLURE.
 HB0742'AT MC CLURE, ALEXANDER COUNTY, ON THE MISSOURI PACIFIC RAILROAD
 HB0742'330 FEET NORTH OF THE STATION, 100 FEET NORTH OF A ROAD CROSSING,
 HB0742'80 FEET WEST OF THE CENTERLINE OF THE TRACK, AT THE SOUTHWEST
 HB0742'CORNER OF A CANNERY, AT THE WEST SIDE OF THE MAIN BRICK BUILDING,
 HB0742'AND ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FLOOR OF A
 HB0742'SHED.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0740 ***********************************************************************
 HB0740  DESIGNATION -  346
 HB0740  PID         -  HB0740
 HB0740  STATE/COUNTY-  IL/UNION
 HB0740  USGS QUAD   -  MC CLURE (1993)
 HB0740
 HB0740                         *CURRENT SURVEY CONTROL
 HB0740  ___________________________________________________________________
 HB0740* NAD 83(1986)-  37 22 02.     (N)    089 23 38.     (W)     SCALED    
 HB0740* NAVD 88     -       105.334  (meters)     345.58   (feet)  ADJUSTED  
 HB0740  ___________________________________________________________________
 HB0740  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 HB0740  DYNAMIC HT  -         105.260 (meters)     345.34  (feet)  COMP
 HB0740  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 HB0740
 HB0740  VERT ORDER  -  SECOND    CLASS 0
 HB0740
 HB0740.The horizontal coordinates were scaled from a topographic map and have
 HB0740.an estimated accuracy of +/- 6 seconds.
 HB0740
 HB0740.The orthometric height was determined by differential leveling
 HB0740.and adjusted by the National Geodetic Survey in June 1991..
 HB0740
 HB0740.The geoid height was determined by GEOID03.
 HB0740
 HB0740.The dynamic height is computed by dividing the NAVD 88
 HB0740.geopotential number by the normal gravity value computed on the
 HB0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0740.degrees latitude (g = 980.6199 gals.).
 HB0740
 HB0740.The modeled gravity was interpolated from observed gravity values.
 HB0740
 HB0740;                    North         East    Units  Estimated Accuracy
 HB0740;SPC IL W     -    78,020.      768,450.      MT  (+/- 180 meters Scaled)
 HB0740
 HB0740                          SUPERSEDED SURVEY CONTROL
 HB0740
 HB0740  NGVD 29 (??/??/??)  105.299  (m)          345.47   (f) ADJUSTED    2 0
 HB0740
 HB0740.Superseded values are not recommended for survey control.
 HB0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0740.See file dsdata.txt to determine how the superseded data were derived.
 HB0740
 HB0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG880382(NAD 83)
 HB0740_MARKER: Q = CHISELED SQUARE
 HB0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0740_SP_SET: STEP
 HB0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0740+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 HB0740
 HB0740  HISTORY     - Date     Condition        Report By
 HB0740  HISTORY     - UNK      MONUMENTED       USGS
 HB0740  HISTORY     - 1935     GOOD             CGS
 HB0740  HISTORY     - 20020828 GOOD             USACE
 HB0740
 HB0740                          STATION DESCRIPTION
 HB0740
 HB0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0740'AT REYNOLDSVILLE.
 HB0740'AT REYNOLDSVILLE, UNION COUNTY, 140 FEET WEST OF THE ILLINOIS
 HB0740'CENTRAL RAILROAD, AT THE MISSIONARY BAPTIST CHURCH, 85 FEET NORTH
 HB0740'OF THE CENTERLINE OF A ROAD, AT THE ENTRANCE TO THE CHURCH, AND ON
 HB0740'THE TOP OF THE EAST END OF THE LOWER CONCRETE STEP.  A CHISELED
 HB0740'SQUARE.
 HB0740
 HB0740                          STATION RECOVERY (2002)
 HB0740
 HB0740'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0881 ***********************************************************************
 HB0881  DESIGNATION -  347.6
 HB0881  PID         -  HB0881
 HB0881  STATE/COUNTY-  IL/UNION
 HB0881  USGS QUAD   -  JONESBORO (1996)
 HB0881
 HB0881                         *CURRENT SURVEY CONTROL
 HB0881  ___________________________________________________________________
 HB0881* NAD 83(1986)-  37 26 59.     (N)    089 21 38.     (W)     SCALED    
 HB0881* NAVD 88     -       108.445  (meters)     355.79   (feet)  ADJUSTED  
 HB0881  ___________________________________________________________________
 HB0881  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0881  DYNAMIC HT  -         108.369 (meters)     355.54  (feet)  COMP
 HB0881  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 HB0881
 HB0881  VERT ORDER  -  SECOND    CLASS 0
 HB0881
 HB0881.The horizontal coordinates were scaled from a topographic map and have
 HB0881.an estimated accuracy of +/- 6 seconds.
 HB0881
 HB0881.The orthometric height was determined by differential leveling
 HB0881.and adjusted by the National Geodetic Survey in June 1991..
 HB0881
 HB0881.The geoid height was determined by GEOID03.
 HB0881
 HB0881.The dynamic height is computed by dividing the NAVD 88
 HB0881.geopotential number by the normal gravity value computed on the
 HB0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0881.degrees latitude (g = 980.6199 gals.).
 HB0881
 HB0881.The modeled gravity was interpolated from observed gravity values.
 HB0881
 HB0881;                    North         East    Units  Estimated Accuracy
 HB0881;SPC IL W     -    87,200.      771,330.      MT  (+/- 180 meters Scaled)
 HB0881
 HB0881                          SUPERSEDED SURVEY CONTROL
 HB0881
 HB0881  NGVD 29 (??/??/??)  108.458  (m)          355.83   (f) ADJUSTED    2 0
 HB0881
 HB0881.Superseded values are not recommended for survey control.
 HB0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0881.See file dsdata.txt to determine how the superseded data were derived.
 HB0881
 HB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG911473(NAD 83)
 HB0881_MARKER: DD = SURVEY DISK
 HB0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0881_SP_SET: BRIDGE
 HB0881_STAMPING: 347.6
 HB0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0881
 HB0881  HISTORY     - Date     Condition        Report By
 HB0881  HISTORY     - UNK      MONUMENTED       USGS
 HB0881  HISTORY     - 1935     GOOD             CGS
 HB0881  HISTORY     - 1976     GOOD             ILDT
 HB0881  HISTORY     - 1976     GOOD             ILDT
 HB0881  HISTORY     - 1976     GOOD             ILDT
 HB0881  HISTORY     - 20020828 MARK NOT FOUND   USACE
 HB0881
 HB0881                          STATION DESCRIPTION
 HB0881
 HB0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0881'1.9 MI E FROM WARE.
 HB0881'1.9 MILES EAST ALONG STATE HIGHWAY 146 FROM THE PUBLIC SCHOOL
 HB0881'AT WARE, UNION COUNTY, AT THE EAST END OF A LARGE BRIDGE, IN
 HB0881'THE TOP OF THE SOUTHEAST CONCRETE WING WALL, AND 20 FEET
 HB0881'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 HB0881'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 347.6.
 HB0881
 HB0881                          STATION RECOVERY (1976)
 HB0881
 HB0881'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0881'RECOVERED IN GOOD CONDITION.
 HB0881
 HB0881                          STATION RECOVERY (1976)
 HB0881
 HB0881'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0881'RECOVERED IN GOOD CONDITION.
 HB0881
 HB0881                          STATION RECOVERY (1976)
 HB0881
 HB0881'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0881'RECOVERED IN GOOD CONDITION.
 HB0881
 HB0881                          STATION RECOVERY (2002)
 HB0881
 HB0881'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0881'MARK DESTROYED. BRIDGE REBUILT IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0828 ***********************************************************************
 HB0828  DESIGNATION -  348
 HB0828  PID         -  HB0828
 HB0828  STATE/COUNTY-  IL/PULASKI
 HB0828  USGS QUAD   -  PULASKI (1967)
 HB0828
 HB0828                         *CURRENT SURVEY CONTROL
 HB0828  ___________________________________________________________________
 HB0828* NAD 83(1986)-  37 12 10.     (N)    089 12 38.     (W)     SCALED    
 HB0828* NAVD 88     -       105.961  (meters)     347.64   (feet)  ADJUSTED  
 HB0828  ___________________________________________________________________
 HB0828  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 HB0828  DYNAMIC HT  -         105.885 (meters)     347.39  (feet)  COMP
 HB0828  MODELED GRAV-     979,912.6   (mgal)                       NAVD 88
 HB0828
 HB0828  VERT ORDER  -  FIRST     CLASS I
 HB0828
 HB0828.The horizontal coordinates were scaled from a topographic map and have
 HB0828.an estimated accuracy of +/- 6 seconds.
 HB0828
 HB0828.The orthometric height was determined by differential leveling
 HB0828.and adjusted by the National Geodetic Survey in June 1991..
 HB0828
 HB0828.The geoid height was determined by GEOID03.
 HB0828
 HB0828.The dynamic height is computed by dividing the NAVD 88
 HB0828.geopotential number by the normal gravity value computed on the
 HB0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0828.degrees latitude (g = 980.6199 gals.).
 HB0828
 HB0828.The modeled gravity was interpolated from observed gravity values.
 HB0828
 HB0828;                    North         East    Units  Estimated Accuracy
 HB0828;SPC IL W     -    59,920.      784,880.      MT  (+/- 180 meters Scaled)
 HB0828
 HB0828                          SUPERSEDED SURVEY CONTROL
 HB0828
 HB0828  NGVD 29 (??/??/??)  105.895  (m)          347.42   (f) ADJUSTED    1 1
 HB0828
 HB0828.Superseded values are not recommended for survey control.
 HB0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0828.See file dsdata.txt to determine how the superseded data were derived.
 HB0828
 HB0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG038196(NAD 83)
 HB0828_MARKER: DD = SURVEY DISK
 HB0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0828_SP_SET: STONE POST
 HB0828_STAMPING: 348 ILL 1927
 HB0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0828+STABILITY: SURFACE MOTION
 HB0828
 HB0828  HISTORY     - Date     Condition        Report By
 HB0828  HISTORY     - 1927     MONUMENTED       USGS
 HB0828  HISTORY     - 1969     GOOD             CGS
 HB0828  HISTORY     - 20020829 MARK NOT FOUND   USACE
 HB0828
 HB0828                          STATION DESCRIPTION
 HB0828
 HB0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0828'0.7 MI S FROM PULASKI.
 HB0828'ABOUT 0.7 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0828'THE POST OFFICE AT PULASKI, 14 RAILS NORTH OF MILEPOST 350, 93
 HB0828'FEET WEST-SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 HB0828'AND A GRAVELED ROAD, 84 FEET WEST OF THE WEST RAIL OF THE WEST
 HB0828'TRACK, 30 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD,
 HB0828'92 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 HB0828'CORNER OF A CONCRETE PORCH ON A FARMHOUSE, 10 1/2 FEET SOUTH OF
 HB0828'A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 1.0 FOOT WEST
 HB0828'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 HB0828'IN THE TOP OF A STONE POST WHICH PROJECTS 1 INCH ABOVE THE
 HB0828'SURFACE OF THE GROUND.  NOTE-- THIS MARK IS LEANING TO THE WEST.
 HB0828'SEC 22, T15S, R1W.
 HB0828
 HB0828                          STATION RECOVERY (2002)
 HB0828
 HB0828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0828'SMALL ELECTRIC SUBSTATION EXISTS AT SITE SURROUNDED BY CHAIN LINK
 HB0828'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0248 ***********************************************************************
 LD0248  DESIGNATION -  35 BOLT
 LD0248  PID         -  LD0248
 LD0248  STATE/COUNTY-  IL/MASON
 LD0248  USGS QUAD   -  KILBOURNE (1981)
 LD0248
 LD0248                         *CURRENT SURVEY CONTROL
 LD0248  ___________________________________________________________________
 LD0248* NAD 83(1986)-  40 13 51.     (N)    090 06 02.     (W)     SCALED    
 LD0248* NAVD 88     -       140.255  (meters)     460.15   (feet)  ADJUSTED  
 LD0248  ___________________________________________________________________
 LD0248  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LD0248  DYNAMIC HT  -         140.185 (meters)     459.92  (feet)  COMP
 LD0248  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LD0248
 LD0248  VERT ORDER  -  FIRST     CLASS II
 LD0248
 LD0248.The horizontal coordinates were scaled from a topographic map and have
 LD0248.an estimated accuracy of +/- 6 seconds.
 LD0248
 LD0248.The orthometric height was determined by differential leveling
 LD0248.and adjusted by the National Geodetic Survey in June 1991..
 LD0248
 LD0248.The geoid height was determined by GEOID03.
 LD0248
 LD0248.The dynamic height is computed by dividing the NAVD 88
 LD0248.geopotential number by the normal gravity value computed on the
 LD0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0248.degrees latitude (g = 980.6199 gals.).
 LD0248
 LD0248.The modeled gravity was interpolated from observed gravity values.
 LD0248
 LD0248;                    North         East    Units  Estimated Accuracy
 LD0248;SPC IL W     -   395,620.      705,630.      MT  (+/- 180 meters Scaled)
 LD0248
 LD0248                          SUPERSEDED SURVEY CONTROL
 LD0248
 LD0248  NGVD 29 (??/??/92)  140.353  (m)          460.47   (f) ADJ UNCH    1 2
 LD0248
 LD0248.Superseded values are not recommended for survey control.
 LD0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0248.See file dsdata.txt to determine how the superseded data were derived.
 LD0248
 LD0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE466574(NAD 83)
 LD0248_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0248_STAMPING: ELEV 471.81 FT MEMPHIS DATUM 1903
 LD0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0248
 LD0248  HISTORY     - Date     Condition        Report By
 LD0248  HISTORY     - 1903     MONUMENTED       DOD
 LD0248  HISTORY     - 1961     GOOD             NGS
 LD0248
 LD0248                          STATION DESCRIPTION
 LD0248
 LD0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0248'6 MI S FROM HAVANA.
 LD0248'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 78 FROM ITS
 LD0248'INTERSECTION WITH U.S. HIGHWAY 136 AT HAVANA, THENCE 0.7 MILE
 LD0248'EAST ALONG A GRAVEL ROAD, AT THE CROSSING OF AN ABANDONED
 LD0248'RAILROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 LD0248'NORTH OF A FENCE LINE, 82 FEET SOUTHWEST OF THE CENTER OF THE
 LD0248'ROAD CROSSING THE OLD RAILROAD BED, 49 FEET SOUTH AND ACROSS THE
 LD0248'ROAD FROM A TELEPHONE AND POWER LINE POLE, 4 FEET NORTHWEST OF A
 LD0248'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A COPPER BOLT
 LD0248'LEADED IN A LIMESTONE SLAB 4 FEET UNDERGROUND ACCESS TO WHICH IS
 LD0248'HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER SURVEY CAP
 LD0248'STAMP AS STATED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0247 ***********************************************************************
 LD0247  DESIGNATION -  35 CAP
 LD0247  PID         -  LD0247
 LD0247  STATE/COUNTY-  IL/MASON
 LD0247  USGS QUAD   -  KILBOURNE (1981)
 LD0247
 LD0247                         *CURRENT SURVEY CONTROL
 LD0247  ___________________________________________________________________
 LD0247* NAD 83(1986)-  40 13 51.     (N)    090 06 02.     (W)     SCALED    
 LD0247* NAVD 88     -       141.458  (meters)     464.10   (feet)  ADJUSTED  
 LD0247  ___________________________________________________________________
 LD0247  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LD0247  DYNAMIC HT  -         141.388 (meters)     463.87  (feet)  COMP
 LD0247  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LD0247
 LD0247  VERT ORDER  -  FIRST     CLASS II
 LD0247
 LD0247.The horizontal coordinates were scaled from a topographic map and have
 LD0247.an estimated accuracy of +/- 6 seconds.
 LD0247
 LD0247.The orthometric height was determined by differential leveling
 LD0247.and adjusted by the National Geodetic Survey in June 1991..
 LD0247
 LD0247.The geoid height was determined by GEOID03.
 LD0247
 LD0247.The dynamic height is computed by dividing the NAVD 88
 LD0247.geopotential number by the normal gravity value computed on the
 LD0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0247.degrees latitude (g = 980.6199 gals.).
 LD0247
 LD0247.The modeled gravity was interpolated from observed gravity values.
 LD0247
 LD0247;                    North         East    Units  Estimated Accuracy
 LD0247;SPC IL W     -   395,620.      705,630.      MT  (+/- 180 meters Scaled)
 LD0247
 LD0247                          SUPERSEDED SURVEY CONTROL
 LD0247
 LD0247  NGVD 29 (??/??/92)  141.562  (m)          464.44   (f) ADJ UNCH    1 2
 LD0247
 LD0247.Superseded values are not recommended for survey control.
 LD0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0247.See file dsdata.txt to determine how the superseded data were derived.
 LD0247
 LD0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE466574(NAD 83)
 LD0247_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0247_STAMPING: ELEV 471.81 FT MEMPHIS DATUM 1903
 LD0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0247
 LD0247  HISTORY     - Date     Condition        Report By
 LD0247  HISTORY     - 1903     MONUMENTED       DOD
 LD0247  HISTORY     - 1961     GOOD             NGS
 LD0247
 LD0247                          STATION DESCRIPTION
 LD0247
 LD0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0247'6 MI S FROM HAVANA.
 LD0247'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 78 FROM ITS
 LD0247'INTERSECTION WITH U.S. HIGHWAY 136 AT HAVANA, THENCE 0.7 MILE
 LD0247'EAST ALONG A GRAVEL ROAD, AT THE CROSSING OF AN ABANDONED
 LD0247'RAILROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET
 LD0247'NORTH OF A FENCE LINE, 82 FEET SOUTHWEST OF THE CENTER OF THE
 LD0247'ROAD CROSSING THE OLD RAILROAD BED, 49 FEET SOUTH AND ACROSS
 LD0247'THE ROAD FROM A TELEPHONE AND POWER LINE POLE, 4 FEET NORTHWEST
 LD0247'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, A COPPER
 LD0247'BOLT LEADED IN A LIMESTONE SLAB 4 FEET UNDERGROUND ACCESS TO
 LD0247'WHICH IS HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER
 LD0247'SURVEY CAP STAMP AS STATED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1850 ***********************************************************************
 LB1850  DESIGNATION -  35.047
 LB1850  PID         -  LB1850
 LB1850  STATE/COUNTY-  IL/VERMILION
 LB1850  USGS QUAD   -  DANVILLE NE (1978)
 LB1850
 LB1850                         *CURRENT SURVEY CONTROL
 LB1850  ___________________________________________________________________
 LB1850* NAD 83(1986)-  40 08 33.     (N)    087 37 15.     (W)     SCALED    
 LB1850* NAVD 88     -       185.110  (meters)     607.32   (feet)  ADJUSTED  
 LB1850  ___________________________________________________________________
 LB1850  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LB1850  DYNAMIC HT  -         185.018 (meters)     607.01  (feet)  COMP
 LB1850  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 LB1850
 LB1850  VERT ORDER  -  FIRST     CLASS II
 LB1850
 LB1850.The horizontal coordinates were scaled from a topographic map and have
 LB1850.an estimated accuracy of +/- 6 seconds.
 LB1850
 LB1850.The orthometric height was determined by differential leveling
 LB1850.and adjusted by the National Geodetic Survey in June 1991..
 LB1850
 LB1850.The geoid height was determined by GEOID03.
 LB1850
 LB1850.The dynamic height is computed by dividing the NAVD 88
 LB1850.geopotential number by the normal gravity value computed on the
 LB1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1850.degrees latitude (g = 980.6199 gals.).
 LB1850
 LB1850.The modeled gravity was interpolated from observed gravity values.
 LB1850
 LB1850;                    North         East    Units  Estimated Accuracy
 LB1850;SPC IL E     -   386,070.      360,720.      MT  (+/- 180 meters Scaled)
 LB1850
 LB1850                          SUPERSEDED SURVEY CONTROL
 LB1850
 LB1850  NGVD 29 (??/??/92)  185.153  (m)          607.46   (f) ADJ UNCH    1 2
 LB1850
 LB1850.Superseded values are not recommended for survey control.
 LB1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1850.See file dsdata.txt to determine how the superseded data were derived.
 LB1850
 LB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK471437(NAD 83)
 LB1850_MARKER: X = CHISELED CROSS
 LB1850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1850_SP_SET: BRIDGE PARAPET
 LB1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1850
 LB1850  HISTORY     - Date     Condition        Report By
 LB1850  HISTORY     - UNK      MONUMENTED       CGS
 LB1850  HISTORY     - 1935     GOOD             NGS
 LB1850
 LB1850                          STATION DESCRIPTION
 LB1850
 LB1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1850'0.9 MI NE FROM DANVILLE.
 LB1850'0.9 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1850'STATION AT DANVILLE, VERMILION COUNTY, AT BRIDGE 127.79, ON THE
 LB1850'TOP OF THE SOUTHWEST CORNER OF THE NORTH PARAPET, 7.3 FEET WEST
 LB1850'OF THE WEST RAIL OF THE SOUTHBOUND TRACK, AND ABOUT 1 FOOT LOWER
 LB1850'THAN THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1796 ***********************************************************************
 ME1796  DESIGNATION -  352
 ME1796  PID         -  ME1796
 ME1796  STATE/COUNTY-  IL/COOK
 ME1796  USGS QUAD   -  ENGLEWOOD (1997)
 ME1796
 ME1796                         *CURRENT SURVEY CONTROL
 ME1796  ___________________________________________________________________
 ME1796* NAD 83(1986)-  41 48 55.     (N)    087 42 12.     (W)     SCALED    
 ME1796* NAVD 88     -       181.172  (meters)     594.40   (feet)  ADJUSTED  
 ME1796  ___________________________________________________________________
 ME1796  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1796  DYNAMIC HT  -         181.109 (meters)     594.19  (feet)  COMP
 ME1796  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 ME1796
 ME1796  VERT ORDER  -  FIRST     CLASS II
 ME1796
 ME1796.The horizontal coordinates were scaled from a topographic map and have
 ME1796.an estimated accuracy of +/- 6 seconds.
 ME1796
 ME1796.The orthometric height was determined by differential leveling
 ME1796.and adjusted by the National Geodetic Survey in June 1991..
 ME1796
 ME1796.The geoid height was determined by GEOID03.
 ME1796
 ME1796.The dynamic height is computed by dividing the NAVD 88
 ME1796.geopotential number by the normal gravity value computed on the
 ME1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1796.degrees latitude (g = 980.6199 gals.).
 ME1796
 ME1796.The modeled gravity was interpolated from observed gravity values.
 ME1796
 ME1796;                    North         East    Units  Estimated Accuracy
 ME1796;SPC IL E     -   571,780.      352,350.      MT  (+/- 180 meters Scaled)
 ME1796
 ME1796                          SUPERSEDED SURVEY CONTROL
 ME1796
 ME1796  NGVD 29 (??/??/92)  181.257  (m)          594.67   (f) ADJ UNCH    1 2
 ME1796
 ME1796.Superseded values are not recommended for survey control.
 ME1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1796.See file dsdata.txt to determine how the superseded data were derived.
 ME1796
 ME1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM415295(NAD 83)
 ME1796_MARKER: B = BOLT
 ME1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1796+STABILITY: SURFACE MOTION
 ME1796
 ME1796  HISTORY     - Date     Condition        Report By
 ME1796  HISTORY     - UNK      MONUMENTED       IL1670
 ME1796  HISTORY     - 1947     GOOD             NGS
 ME1796  HISTORY     - 1977     GOOD             NGS
 ME1796  HISTORY     - 19870601 GOOD             USPSQD
 ME1796  HISTORY     - 1989     GOOD             USPSQD
 ME1796
 ME1796                          STATION DESCRIPTION
 ME1796
 ME1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1796'IN CHICAGO.
 ME1796'AT 3144 WEST 43RD STREET, 11 1/2 FEET SOUTHWEST OF THE SOUTHEAST
 ME1796'CORNER OF THE BUILDING AT THIS ADDRESS, 8.3 FEET SOUTH OF THE
 ME1796'NORTH EDGE OF THE NORTH SIDE WALK ON 43RD STREET, 25 FEET EAST
 ME1796'OF THE CENTER LINE OF THE FIRST ALLEY EAST OF KEDZIE AVENUE.
 ME1796'A 1/2 INCH COPPER BOLT SET IN THE TOP OF A CONCRETE POST AND
 ME1796'COVERED BY A 10-INCH SQUARE CAST IRON BOX THAT IS ABOUT FLUSH
 ME1796'WITH THE SIDEWALK.
 ME1796
 ME1796                          STATION RECOVERY (1977)
 ME1796
 ME1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1796'RECOVERED IN GOOD CONDITION.
 ME1796
 ME1796                          STATION RECOVERY (1987)
 ME1796
 ME1796'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1796'RECOVERED IN GOOD CONDITION.
 ME1796
 ME1796                          STATION RECOVERY (1989)
 ME1796
 ME1796'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0256 ***********************************************************************
 LD0256  DESIGNATION -  36 BOLT
 LD0256  PID         -  LD0256
 LD0256  STATE/COUNTY-  IL/MASON
 LD0256  USGS QUAD   -  HAVANA (1947)
 LD0256
 LD0256                         *CURRENT SURVEY CONTROL
 LD0256  ___________________________________________________________________
 LD0256* NAD 83(1986)-  40 16 39.     (N)    090 04 17.     (W)     SCALED    
 LD0256* NAVD 88     -       144.112  (meters)     472.81   (feet)  ADJUSTED  
 LD0256  ___________________________________________________________________
 LD0256  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0256  DYNAMIC HT  -         144.040 (meters)     472.57  (feet)  COMP
 LD0256  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 LD0256
 LD0256  VERT ORDER  -  FIRST     CLASS II
 LD0256
 LD0256.The horizontal coordinates were scaled from a topographic map and have
 LD0256.an estimated accuracy of +/- 6 seconds.
 LD0256
 LD0256.The orthometric height was determined by differential leveling
 LD0256.and adjusted by the National Geodetic Survey in June 1991..
 LD0256
 LD0256.The geoid height was determined by GEOID03.
 LD0256
 LD0256.The dynamic height is computed by dividing the NAVD 88
 LD0256.geopotential number by the normal gravity value computed on the
 LD0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0256.degrees latitude (g = 980.6199 gals.).
 LD0256
 LD0256.The modeled gravity was interpolated from observed gravity values.
 LD0256
 LD0256;                    North         East    Units  Estimated Accuracy
 LD0256;SPC IL W     -   400,800.      708,100.      MT  (+/- 180 meters Scaled)
 LD0256
 LD0256                          SUPERSEDED SURVEY CONTROL
 LD0256
 LD0256  NGVD 29 (??/??/92)  144.208  (m)          473.12   (f) ADJ UNCH    1 2
 LD0256
 LD0256.Superseded values are not recommended for survey control.
 LD0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0256.See file dsdata.txt to determine how the superseded data were derived.
 LD0256
 LD0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE489626(NAD 83)
 LD0256_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0256_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0256_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0256_STAMPING: ELEV 484.46 FT MEMPHIS DATUM
 LD0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0256
 LD0256  HISTORY     - Date     Condition        Report By
 LD0256  HISTORY     - UNK      MONUMENTED       DOD
 LD0256  HISTORY     - 1961     GOOD             NGS
 LD0256
 LD0256                          STATION DESCRIPTION
 LD0256
 LD0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0256'1.4 MI S FROM HAVANA.
 LD0256'ABOUT 1.15 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 LD0256'OF U.S. HIGHWAY 136 IN HAVANA, THENCE 0.25 MILE EAST ALONG A
 LD0256'FIELD ROAD, THENCE 104 YARDS NORTH ALONG AN ABANDONED RAILROAD
 LD0256'BED, 194 FEET NORTH ALONG FENCE LINE FROM THE CENTER OF A GATE,
 LD0256'0.2 MILE NORTH ALONG THE ABANDONED RAILROAD FROM THE CROSSING OF
 LD0256'AN EAST-WEST ROAD, 2 FEET NORTH OF A RIGHT-OF-WAY FENCE LINE,
 LD0256'59 1/2 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE WITH A
 LD0256'TRANSFORMER AND BRANCH LINES, NEAR THE SOUTH END OF A CUT, 1.5
 LD0256'FEET WEST OF A METAL WITNESS POST, A COPPER BOLT LEADED IN A
 LD0256'LIMESTONE SLAB 4 FEET BELOW THE LEVEL OF THE GROUND ACCESS TO
 LD0256'WHICH IS HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER
 LD0256'SURVEY CAP STAMPED AS STATED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0255 ***********************************************************************
 LD0255  DESIGNATION -  36 CAP
 LD0255  PID         -  LD0255
 LD0255  STATE/COUNTY-  IL/MASON
 LD0255  USGS QUAD   -  HAVANA (1947)
 LD0255
 LD0255                         *CURRENT SURVEY CONTROL
 LD0255  ___________________________________________________________________
 LD0255* NAD 83(1986)-  40 16 39.     (N)    090 04 17.     (W)     SCALED    
 LD0255* NAVD 88     -       145.323  (meters)     476.78   (feet)  ADJUSTED  
 LD0255  ___________________________________________________________________
 LD0255  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0255  DYNAMIC HT  -         145.251 (meters)     476.54  (feet)  COMP
 LD0255  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 LD0255
 LD0255  VERT ORDER  -  FIRST     CLASS II
 LD0255
 LD0255.The horizontal coordinates were scaled from a topographic map and have
 LD0255.an estimated accuracy of +/- 6 seconds.
 LD0255
 LD0255.The orthometric height was determined by differential leveling
 LD0255.and adjusted by the National Geodetic Survey in June 1991..
 LD0255
 LD0255.The geoid height was determined by GEOID03.
 LD0255
 LD0255.The dynamic height is computed by dividing the NAVD 88
 LD0255.geopotential number by the normal gravity value computed on the
 LD0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0255.degrees latitude (g = 980.6199 gals.).
 LD0255
 LD0255.The modeled gravity was interpolated from observed gravity values.
 LD0255
 LD0255;                    North         East    Units  Estimated Accuracy
 LD0255;SPC IL W     -   400,800.      708,100.      MT  (+/- 180 meters Scaled)
 LD0255
 LD0255                          SUPERSEDED SURVEY CONTROL
 LD0255
 LD0255  NGVD 29 (??/??/92)  145.412  (m)          477.07   (f) ADJ UNCH    1 2
 LD0255
 LD0255.Superseded values are not recommended for survey control.
 LD0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0255.See file dsdata.txt to determine how the superseded data were derived.
 LD0255
 LD0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE489626(NAD 83)
 LD0255_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0255_STAMPING: ELEV 484.46 FT MEMPHIS DATUM
 LD0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0255
 LD0255  HISTORY     - Date     Condition        Report By
 LD0255  HISTORY     - UNK      MONUMENTED       DOD
 LD0255  HISTORY     - 1961     GOOD             NGS
 LD0255
 LD0255                          STATION DESCRIPTION
 LD0255
 LD0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0255'1.4 MI S FROM HAVANA.
 LD0255'ABOUT 1.15 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 LD0255'OF U.S. HIGHWAY 136 IN HAVANA, THENCE 0.25 MILE EAST ALONG A
 LD0255'FIELD ROAD, THENCE 104 YARDS NORTH ALONG AN ABANDONED RAILROAD
 LD0255'BED, 194 FEET NORTH ALONG FENCE LINE FROM THE CENTER OF A GATE,
 LD0255'0.2 MILE NORTH ALONG THE ABANDONED RAILROAD FROM THE CROSSING OF
 LD0255'AN EAST-WEST ROAD, 2 FEET NORTH OF A RIGHT-OF-WAY FENCE LINE,
 LD0255'59 1/2 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE WITH A
 LD0255'TRANSFORMER AND BRANCH LINES, NEAR THE SOUTH END OF A CUT, 1.5
 LD0255'FEET WEST OF A METAL WITNESS POST, A COPPER BOLT LEADED IN A
 LD0255'LIMESTONE SLAB 4 FEET BELOW THE LEVEL OF THE GROUND ACCESS TO
 LD0255'WHICH IS HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER
 LD0255'SURVEY CAP STAMPED AS STATED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0576 ***********************************************************************
 HB0576  DESIGNATION -  365
 HB0576  PID         -  HB0576
 HB0576  STATE/COUNTY-  IL/JACKSON
 HB0576  USGS QUAD   -  GORHAM (1994)
 HB0576
 HB0576                         *CURRENT SURVEY CONTROL
 HB0576  ___________________________________________________________________
 HB0576* NAD 83(1986)-  37 42 59.     (N)    089 29 19.     (W)     SCALED    
 HB0576* NAVD 88     -       111.102  (meters)     364.51   (feet)  ADJUSTED  
 HB0576  ___________________________________________________________________
 HB0576  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB0576  DYNAMIC HT  -         111.025 (meters)     364.25  (feet)  COMP
 HB0576  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 HB0576
 HB0576  VERT ORDER  -  SECOND    CLASS 0
 HB0576
 HB0576.The horizontal coordinates were scaled from a topographic map and have
 HB0576.an estimated accuracy of +/- 6 seconds.
 HB0576
 HB0576.The orthometric height was determined by differential leveling
 HB0576.and adjusted by the National Geodetic Survey in June 1991..
 HB0576
 HB0576.The geoid height was determined by GEOID03.
 HB0576
 HB0576.The dynamic height is computed by dividing the NAVD 88
 HB0576.geopotential number by the normal gravity value computed on the
 HB0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0576.degrees latitude (g = 980.6199 gals.).
 HB0576
 HB0576.The modeled gravity was interpolated from observed gravity values.
 HB0576
 HB0576;                    North         East    Units  Estimated Accuracy
 HB0576;SPC IL W     -   116,710.      759,780.      MT  (+/- 180 meters Scaled)
 HB0576
 HB0576                          SUPERSEDED SURVEY CONTROL
 HB0576
 HB0576  NGVD 29 (??/??/??)  111.204  (m)          364.84   (f) ADJUSTED    2 0
 HB0576
 HB0576.Superseded values are not recommended for survey control.
 HB0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0576.See file dsdata.txt to determine how the superseded data were derived.
 HB0576
 HB0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG806772(NAD 83)
 HB0576_MARKER: P = PIPE CAP
 HB0576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0576_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0576_STAMPING: 365 1915 ILL
 HB0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0576
 HB0576  HISTORY     - Date     Condition        Report By
 HB0576  HISTORY     - 1915     MONUMENTED       USGS
 HB0576  HISTORY     - 1949     GOOD             CGS
 HB0576  HISTORY     - 1978     GOOD             ILDT
 HB0576  HISTORY     - 1978     GOOD             ILDT
 HB0576  HISTORY     - 1978     GOOD             ILDT
 HB0576
 HB0576                          STATION DESCRIPTION
 HB0576
 HB0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0576'AT GORHAM.
 HB0576'AT GORHAM, ABOUT 93 YARDS WEST AND ACROSS MAIN STREET FROM THE
 HB0576'WEST CORNER OF MISSOURI PACIFIC RAILROAD STATION, 136.8 FEET
 HB0576'SOUTHWEST OF AND ACROSS THE MAIN STREET FROM THE SOUTHWEST MAIN
 HB0576'TRACK OF THE M.P.R.R., 29 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HB0576'MAIN STREET, 7.5 FEET EAST OF THE NORTH CORNER OF A LOW BUILT
 HB0576'DWELLING, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HB0576'LEVEL WITH THE MAIN STREET AND PROJECTING 3 INCHES.  NOTE-- THIS
 HB0576'MARK IS LEANING SOUTHEAST.  LAST DESCRIPTION SAYS 6 INCHES SOUTH OF
 HB0576'A LARGE ELM TREE WHICH WAS UPROOTED BY A HURRICANE.  IT WAS
 HB0576'DESCIDED THIS MARK WAS NOT WORTH LEVELING TO.
 HB0576
 HB0576                          STATION RECOVERY (1978)
 HB0576
 HB0576'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0576'RECOVERED IN GOOD CONDITION.
 HB0576
 HB0576                          STATION RECOVERY (1978)
 HB0576
 HB0576'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0576'RECOVERED IN GOOD CONDITION.
 HB0576
 HB0576                          STATION RECOVERY (1978)
 HB0576
 HB0576'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1085 ***********************************************************************
 HB1085  DESIGNATION -  365
 HB1085  PID         -  HB1085
 HB1085  STATE/COUNTY-  IL/JACKSON
 HB1085  USGS QUAD   -  ALTENBURG (1994)
 HB1085
 HB1085                         *CURRENT SURVEY CONTROL
 HB1085  ___________________________________________________________________
 HB1085* NAD 83(1986)-  37 44 42.     (N)    089 32 09.     (W)     SCALED    
 HB1085* NAVD 88     -       110.963  (meters)     364.05   (feet)  ADJUSTED  
 HB1085  ___________________________________________________________________
 HB1085  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HB1085  DYNAMIC HT  -         110.886 (meters)     363.80  (feet)  COMP
 HB1085  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 HB1085
 HB1085  VERT ORDER  -  SECOND    CLASS 0
 HB1085
 HB1085.The horizontal coordinates were scaled from a topographic map and have
 HB1085.an estimated accuracy of +/- 6 seconds.
 HB1085
 HB1085.The orthometric height was determined by differential leveling
 HB1085.and adjusted by the National Geodetic Survey in June 1991..
 HB1085
 HB1085.The geoid height was determined by GEOID03.
 HB1085
 HB1085.The dynamic height is computed by dividing the NAVD 88
 HB1085.geopotential number by the normal gravity value computed on the
 HB1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1085.degrees latitude (g = 980.6199 gals.).
 HB1085
 HB1085.The modeled gravity was interpolated from observed gravity values.
 HB1085
 HB1085;                    North         East    Units  Estimated Accuracy
 HB1085;SPC IL W     -   119,860.      755,600.      MT  (+/- 180 meters Scaled)
 HB1085
 HB1085                          SUPERSEDED SURVEY CONTROL
 HB1085
 HB1085  NGVD 29 (??/??/??)  111.064  (m)          364.38   (f) ADJUSTED    2 0
 HB1085
 HB1085.Superseded values are not recommended for survey control.
 HB1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1085.See file dsdata.txt to determine how the superseded data were derived.
 HB1085
 HB1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG765805(NAD 83)
 HB1085_MARKER: P = PIPE CAP
 HB1085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB1085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB1085_STAMPING: 365 1935
 HB1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1085
 HB1085  HISTORY     - Date     Condition        Report By
 HB1085  HISTORY     - 1935     MONUMENTED       USGS
 HB1085  HISTORY     - 1935     GOOD             CGS
 HB1085
 HB1085                          STATION DESCRIPTION
 HB1085
 HB1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1085'AT JACOB.
 HB1085'AT JACOB, JACKSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HB1085'75 FEET WEST OF THE STATION, 35 FEET SOUTH OF THE CENTERLINE
 HB1085'OF THE MAIN TRACK, AND 3 FEET NORTH OF THE JACOB DRUG STORE.  A
 HB1085'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 365 1935
 HB1085'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1077 ***********************************************************************
 HB1077  DESIGNATION -  368
 HB1077  PID         -  HB1077
 HB1077  STATE/COUNTY-  IL/JACKSON
 HB1077  USGS QUAD   -  ROCKWOOD (1994)
 HB1077
 HB1077                         *CURRENT SURVEY CONTROL
 HB1077  ___________________________________________________________________
 HB1077* NAD 83(1986)-  37 48 06.     (N)    089 37 35.     (W)     SCALED    
 HB1077* NAVD 88     -       111.875  (meters)     367.04   (feet)  ADJUSTED  
 HB1077  ___________________________________________________________________
 HB1077  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HB1077  DYNAMIC HT  -         111.798 (meters)     366.79  (feet)  COMP
 HB1077  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 HB1077
 HB1077  VERT ORDER  -  SECOND    CLASS 0
 HB1077
 HB1077.The horizontal coordinates were scaled from a topographic map and have
 HB1077.an estimated accuracy of +/- 6 seconds.
 HB1077
 HB1077.The orthometric height was determined by differential leveling
 HB1077.and adjusted by the National Geodetic Survey in June 1991..
 HB1077
 HB1077.The geoid height was determined by GEOID03.
 HB1077
 HB1077.The dynamic height is computed by dividing the NAVD 88
 HB1077.geopotential number by the normal gravity value computed on the
 HB1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1077.degrees latitude (g = 980.6199 gals.).
 HB1077
 HB1077.The modeled gravity was interpolated from observed gravity values.
 HB1077
 HB1077;                    North         East    Units  Estimated Accuracy
 HB1077;SPC IL W     -   126,100.      747,580.      MT  (+/- 180 meters Scaled)
 HB1077
 HB1077                          SUPERSEDED SURVEY CONTROL
 HB1077
 HB1077  NGVD 29 (??/??/??)  111.975  (m)          367.37   (f) ADJUSTED    2 0
 HB1077
 HB1077.Superseded values are not recommended for survey control.
 HB1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1077.See file dsdata.txt to determine how the superseded data were derived.
 HB1077
 HB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG687870(NAD 83)
 HB1077_MARKER: P = PIPE CAP
 HB1077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB1077_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB1077_STAMPING: 368 1915
 HB1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1077
 HB1077  HISTORY     - Date     Condition        Report By
 HB1077  HISTORY     - 1915     MONUMENTED       USGS
 HB1077  HISTORY     - 1935     GOOD             CGS
 HB1077
 HB1077                          STATION DESCRIPTION
 HB1077
 HB1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1077'AT JONES RIDGE.
 HB1077'AT JONES RIDGE, JACKSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HB1077'NEAR THE STATION, AT POLE 74/23, 40 FEET SOUTHWEST OF A ROAD
 HB1077'CROSSING, AT THE W.C. DEAN PROPERTY, 10 FEET WEST OF A MAPLE TREE,
 HB1077'AND ONE FOOT SOUTH OF THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 HB1077'STANDARD CAP, STAMPED 368 1915 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HB1077'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0310 ***********************************************************************
 LD0310  DESIGNATION -  37
 LD0310  PID         -  LD0310
 LD0310  STATE/COUNTY-  IL/MASON
 LD0310  USGS QUAD   -  HAVANA (1947)
 LD0310
 LD0310                         *CURRENT SURVEY CONTROL
 LD0310  ___________________________________________________________________
 LD0310* NAD 83(1986)-  40 17 52.     (N)    090 03 59.     (W)     SCALED    
 LD0310* NAVD 88     -       137.331  (meters)     450.56   (feet)  ADJUSTED  
 LD0310  ___________________________________________________________________
 LD0310  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0310  DYNAMIC HT  -         137.263 (meters)     450.34  (feet)  COMP
 LD0310  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 LD0310
 LD0310  VERT ORDER  -  SECOND    CLASS 0
 LD0310
 LD0310.The horizontal coordinates were scaled from a topographic map and have
 LD0310.an estimated accuracy of +/- 6 seconds.
 LD0310
 LD0310.The orthometric height was determined by differential leveling
 LD0310.and adjusted by the National Geodetic Survey in June 1991..
 LD0310
 LD0310.The geoid height was determined by GEOID03.
 LD0310
 LD0310.The dynamic height is computed by dividing the NAVD 88
 LD0310.geopotential number by the normal gravity value computed on the
 LD0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0310.degrees latitude (g = 980.6199 gals.).
 LD0310
 LD0310.The modeled gravity was interpolated from observed gravity values.
 LD0310
 LD0310;                    North         East    Units  Estimated Accuracy
 LD0310;SPC IL W     -   403,060.      708,530.      MT  (+/- 180 meters Scaled)
 LD0310
 LD0310                          SUPERSEDED SURVEY CONTROL
 LD0310
 LD0310  NGVD 29 (??/??/92)  137.426  (m)          450.87   (f) ADJ UNCH    2 0
 LD0310
 LD0310.Superseded values are not recommended for survey control.
 LD0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0310.See file dsdata.txt to determine how the superseded data were derived.
 LD0310
 LD0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE493649(NAD 83)
 LD0310_MARKER: B = BOLT
 LD0310_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0310_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0310
 LD0310  HISTORY     - Date     Condition        Report By
 LD0310  HISTORY     - UNK      MONUMENTED       DOD
 LD0310  HISTORY     - 1935     GOOD             NGS
 LD0310
 LD0310                          STATION DESCRIPTION
 LD0310
 LD0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0310'AT HAVANA.
 LD0310'AT HAVANA, MASON COUNTY, AT THE HIGHWAY BRIDGE OVER ILLINOIS
 LD0310'RIVER, 14 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, IN THE TOP
 LD0310'OF THE EAST STONE PIER, AND 3.5 FEET LOWER THAN THE BRIDGE FLOOR.
 LD0310'A COPPER BOLT LEADED IN THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0449 ***********************************************************************
 MF0449  DESIGNATION -  37 A
 MF0449  PID         -  MF0449
 MF0449  STATE/COUNTY-  IL/DE KALB
 MF0449  USGS QUAD   -  SYCAMORE (1975)
 MF0449
 MF0449                         *CURRENT SURVEY CONTROL
 MF0449  ___________________________________________________________________
 MF0449* NAD 83(1997)-  41 59 19.31605(N)    088 41 04.74582(W)     ADJUSTED  
 MF0449* NAVD 88     -       267.351  (meters)     877.13   (feet)  ADJUSTED  
 MF0449  ___________________________________________________________________
 MF0449  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MF0449  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF0449  DYNAMIC HT  -         267.260 (meters)     876.84  (feet)  COMP
 MF0449  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 MF0449
 MF0449  HORZ ORDER  -  SECOND
 MF0449  VERT ORDER  -  SECOND    CLASS 0
 MF0449
 MF0449.The horizontal coordinates were established by classical geodetic methods
 MF0449.and adjusted by the National Geodetic Survey in October 1999..
 MF0449
 MF0449.The orthometric height was determined by differential leveling
 MF0449.and adjusted by the National Geodetic Survey in June 1991..
 MF0449
 MF0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0449
 MF0449.The geoid height was determined by GEOID03.
 MF0449
 MF0449.The dynamic height is computed by dividing the NAVD 88
 MF0449.geopotential number by the normal gravity value computed on the
 MF0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0449.degrees latitude (g = 980.6199 gals.).
 MF0449
 MF0449.The modeled gravity was interpolated from observed gravity values.
 MF0449
 MF0449;                    North         East     Units Scale Factor Converg.
 MF0449;SPC IL E     -   590,907.100   270,888.571   MT  0.99998542   -0 14 06.1
 MF0449;SPC IL E     - 1,938,667.71    888,740.25   sFT  0.99998542   -0 14 06.1
 MF0449;UTM  16      - 4,649,894.116   360,454.328   MT  0.99983962   -1 07 37.9
 MF0449
 MF0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0449!SPC IL E     -   0.99996325  x   0.99998542  =   0.99994867
 MF0449!UTM  16      -   0.99996325  x   0.99983962  =   0.99980288
 MF0449
 MF0449                          SUPERSEDED SURVEY CONTROL
 MF0449
 MF0449  NAD 83(1986)-  41 59 19.31631(N)    088 41 04.75346(W) AD(       ) 2
 MF0449  NAD 27      -  41 59 19.20790(N)    088 41 04.44200(W) AD(       ) 2
 MF0449  NGVD 29 (??/??/92)  267.392  (m)          877.27   (f) ADJ UNCH    2 0
 MF0449
 MF0449.Superseded values are not recommended for survey control.
 MF0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0449.See file dsdata.txt to determine how the superseded data were derived.
 MF0449
 MF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6045449894(NAD 83)
 MF0449_MARKER: DD = SURVEY DISK
 MF0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0449_STAMPING: ILL 37 A 1923
 MF0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0449+STABILITY: SURFACE MOTION
 MF0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0449+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 MF0449
 MF0449  HISTORY     - Date     Condition        Report By
 MF0449  HISTORY     - 1954     MONUMENTED       CGS
 MF0449  HISTORY     - 1923     GOOD             NGS
 MF0449  HISTORY     - 19961104 GOOD             USPSQD
 MF0449  HISTORY     - 20031001 GOOD             USPSQD
 MF0449
 MF0449                          STATION DESCRIPTION
 MF0449
 MF0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MF0449'37 A (USGS) B.M. WAS USED AS A REFERENCE MARK.  IT IS A
 MF0449'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK, SET IN THE TOP
 MF0449'OF A 6 X 6 INCH CONCRETE POST, FLUSH WITH THE THE GROUND AND IS
 MF0449'STAMPED ILL 37 A 1923.  IT IS ABOUT 75 FEET NORTH OF THE CENTER
 MF0449'OF STATE STREET, 53 FEET WEST OF THE CENTER OF MAIN STREET, 3
 MF0449'FEET NORTH OF THE NORTH EDGE OF A SIDEWALK LEADING TO THE
 MF0449'COURTHOUSE AND 2 FEET WEST OF THE WEST EDGE OF A SIDEWALK
 MF0449'ON THE WEST SIDE OF MAIN STREET.
 MF0449
 MF0449                          STATION RECOVERY (1923)
 MF0449
 MF0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1923
 MF0449'AT SYCAMORE.
 MF0449'AT SYCAMORE, DE KALB COUNTY, AT THE INTERSECTION OF STATE STREET
 MF0449'AND MAIN STREET, 60 FEET NORTH OF THE CENTERLINE OF STATE STREET,
 MF0449'42 FEET WEST OF THE CENTERLINE OF MAIN STREET, AT THE COURTHOUSE,
 MF0449'THE SOUTHEAST CORNER OF THE YARD, AND JUST INSIDE THE SIDEWALK.
 MF0449'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILL 37 A
 MF0449'1923 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0449
 MF0449                          STATION RECOVERY (1996)
 MF0449
 MF0449'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0449'RECOVERED IN GOOD CONDITION.
 MF0449
 MF0449                          STATION RECOVERY (2003)
 MF0449
 MF0449'RECOVERY NOTE BY US POWER SQUADRON 2003
 MF0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0265 ***********************************************************************
 LC0265  DESIGNATION -  37 A RESET 1942
 LC0265  PID         -  LC0265
 LC0265  STATE/COUNTY-  IL/CHAMPAIGN
 LC0265  USGS QUAD   -  RANTOUL (1984)
 LC0265
 LC0265                         *CURRENT SURVEY CONTROL
 LC0265  ___________________________________________________________________
 LC0265* NAD 83(1986)-  40 16 56.     (N)    088 10 14.     (W)     SCALED    
 LC0265* NAVD 88     -       223.771  (meters)     734.16   (feet)  ADJUSTED  
 LC0265  ___________________________________________________________________
 LC0265  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0265  DYNAMIC HT  -         223.659 (meters)     733.79  (feet)  COMP
 LC0265  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 LC0265
 LC0265  VERT ORDER  -  SECOND    CLASS 0
 LC0265
 LC0265.The horizontal coordinates were scaled from a topographic map and have
 LC0265.an estimated accuracy of +/- 6 seconds.
 LC0265
 LC0265.The orthometric height was determined by differential leveling
 LC0265.and adjusted by the National Geodetic Survey in June 1991..
 LC0265
 LC0265.The geoid height was determined by GEOID03.
 LC0265
 LC0265.The dynamic height is computed by dividing the NAVD 88
 LC0265.geopotential number by the normal gravity value computed on the
 LC0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0265.degrees latitude (g = 980.6199 gals.).
 LC0265
 LC0265.The modeled gravity was interpolated from observed gravity values.
 LC0265
 LC0265;                    North         East    Units  Estimated Accuracy
 LC0265;SPC IL E     -   401,350.      313,840.      MT  (+/- 180 meters Scaled)
 LC0265
 LC0265                          SUPERSEDED SURVEY CONTROL
 LC0265
 LC0265  NGVD 29 (??/??/92)  223.814  (m)          734.30   (f) ADJ UNCH    2 0
 LC0265
 LC0265.Superseded values are not recommended for survey control.
 LC0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0265.See file dsdata.txt to determine how the superseded data were derived.
 LC0265
 LC0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK004597(NAD 83)
 LC0265_MARKER: DD = SURVEY DISK
 LC0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0265_SP_SET: BRIDGE
 LC0265_STAMPING: 37 A 1924 RESET 1942
 LC0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0265
 LC0265  HISTORY     - Date     Condition        Report By
 LC0265  HISTORY     - 1942     MONUMENTED       USGS
 LC0265  HISTORY     - 1959     GOOD             NGS
 LC0265  HISTORY     - 1973     GOOD             NGS
 LC0265
 LC0265                          STATION DESCRIPTION
 LC0265
 LC0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0265'2.9 MI N FROM THOMASBORO.
 LC0265'ABOUT 0.25 MILES EAST ALONG A STREET FROM THE POST OFFICE AT
 LC0265'THOMASBORO, THENCE 2.65 MILES NORTH ALONG U.S. HIGHWAY 45, SET
 LC0265'IN THE TOP OF THE NORTHEAST END OF THE WINGWALL AT THE SOUTHWEST
 LC0265'CORNER OF A 16-FOOT CONCRETE BRIDGE, 20 FEET WEST OF THE CENTER
 LC0265'LINE OF THE SOUTH BOUND TRAFFIC LANE OF THE HIGHWAY, ABOUT 1/2
 LC0265'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE MARK MAY BE
 LC0265'REACHED FROM RANTOUL, CHAMPAIGN COUNTY, BY GOING SOUTH FOR 2.00
 LC0265'MILES ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH U.S. HIGHWAY
 LC0265'136.
 LC0265
 LC0265                          STATION RECOVERY (1973)
 LC0265
 LC0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1074 ***********************************************************************
 HB1074  DESIGNATION -  371
 HB1074  PID         -  HB1074
 HB1074  STATE/COUNTY-  IL/JACKSON
 HB1074  USGS QUAD   -  ROCKWOOD (1994)
 HB1074
 HB1074                         *CURRENT SURVEY CONTROL
 HB1074  ___________________________________________________________________
 HB1074* NAD 83(1986)-  37 49 32.     (N)    089 40 19.     (W)     SCALED    
 HB1074* NAVD 88     -       112.798  (meters)     370.07   (feet)  ADJUSTED  
 HB1074  ___________________________________________________________________
 HB1074  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HB1074  DYNAMIC HT  -         112.720 (meters)     369.82  (feet)  COMP
 HB1074  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 HB1074
 HB1074  VERT ORDER  -  SECOND    CLASS 0
 HB1074
 HB1074.The horizontal coordinates were scaled from a topographic map and have
 HB1074.an estimated accuracy of +/- 6 seconds.
 HB1074
 HB1074.The orthometric height was determined by differential leveling
 HB1074.and adjusted by the National Geodetic Survey in June 1991..
 HB1074
 HB1074.The geoid height was determined by GEOID03.
 HB1074
 HB1074.The dynamic height is computed by dividing the NAVD 88
 HB1074.geopotential number by the normal gravity value computed on the
 HB1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1074.degrees latitude (g = 980.6199 gals.).
 HB1074
 HB1074.The modeled gravity was interpolated from observed gravity values.
 HB1074
 HB1074;                    North         East    Units  Estimated Accuracy
 HB1074;SPC IL W     -   128,720.      743,550.      MT  (+/- 180 meters Scaled)
 HB1074
 HB1074                          SUPERSEDED SURVEY CONTROL
 HB1074
 HB1074  NGVD 29 (??/??/??)  112.898  (m)          370.40   (f) ADJUSTED    2 0
 HB1074
 HB1074.Superseded values are not recommended for survey control.
 HB1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1074.See file dsdata.txt to determine how the superseded data were derived.
 HB1074
 HB1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG648898(NAD 83)
 HB1074_MARKER: P = PIPE CAP
 HB1074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB1074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB1074_STAMPING: 371 1915
 HB1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1074
 HB1074  HISTORY     - Date     Condition        Report By
 HB1074  HISTORY     - 1915     MONUMENTED       USGS
 HB1074  HISTORY     - 1935     GOOD             CGS
 HB1074
 HB1074                          STATION DESCRIPTION
 HB1074
 HB1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1074'AT CORA.
 HB1074'AT CORA, JACKSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 80 FEET
 HB1074'WEST OF THE STATION, 13 FEET SOUTHWEST OF THE TRACK, 10 FEET
 HB1074'NORTHWEST OF A ROAD CROSSING, AND ABOUT 4 INCHES UNDER GROUND.
 HB1074'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 371 1915
 HB1074'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0343 ***********************************************************************
 HB0343  DESIGNATION -  372 ILL USGS
 HB0343  PID         -  HB0343
 HB0343  STATE/COUNTY-  IL/MASSAC
 HB0343  USGS QUAD   -  REEVESVILLE (1996)
 HB0343
 HB0343                         *CURRENT SURVEY CONTROL
 HB0343  ___________________________________________________________________
 HB0343* NAD 83(1986)-  37 16 21.     (N)    088 44 16.     (W)     SCALED    
 HB0343* NAVD 88     -       112.947  (meters)     370.56   (feet)  ADJUSTED  
 HB0343  ___________________________________________________________________
 HB0343  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HB0343  DYNAMIC HT  -         112.865 (meters)     370.29  (feet)  COMP
 HB0343  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HB0343
 HB0343  VERT ORDER  -  SECOND    CLASS 0
 HB0343
 HB0343.The horizontal coordinates were scaled from a topographic map and have
 HB0343.an estimated accuracy of +/- 6 seconds.
 HB0343
 HB0343.The orthometric height was determined by differential leveling
 HB0343.and adjusted by the National Geodetic Survey in June 1991..
 HB0343
 HB0343.The geoid height was determined by GEOID03.
 HB0343
 HB0343.The dynamic height is computed by dividing the NAVD 88
 HB0343.geopotential number by the normal gravity value computed on the
 HB0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0343.degrees latitude (g = 980.6199 gals.).
 HB0343
 HB0343.The modeled gravity was interpolated from observed gravity values.
 HB0343
 HB0343;                    North         East    Units  Estimated Accuracy
 HB0343;SPC IL E     -    67,310.      264,130.      MT  (+/- 180 meters Scaled)
 HB0343
 HB0343                          SUPERSEDED SURVEY CONTROL
 HB0343
 HB0343  NGVD 29 (??/??/??)  113.009  (m)          370.76   (f) ADJUSTED    2 0
 HB0343
 HB0343.Superseded values are not recommended for survey control.
 HB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0343.See file dsdata.txt to determine how the superseded data were derived.
 HB0343
 HB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG459265(NAD 83)
 HB0343_MARKER: P = PIPE CAP
 HB0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0343_STAMPING: 372 ILL
 HB0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0343
 HB0343  HISTORY     - Date     Condition        Report By
 HB0343  HISTORY     - UNK      MONUMENTED       USGS
 HB0343  HISTORY     - 1935     GOOD             CGS
 HB0343
 HB0343                          STATION DESCRIPTION
 HB0343
 HB0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0343'1.6 MI N FROM ROUND KNOB.
 HB0343'1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0343'STATION AT ROUND KNOB, MASSAC COUNTY, AT MANELA, 100 YARDS
 HB0343'SOUTH OF THE STATION, AND 18 YARDS EAST OF THE CENTERLINE OF THE
 HB0343'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 HB0343'372 ILL. AND RIVETED ON TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0265 ***********************************************************************
 LD0265  DESIGNATION -  38
 LD0265  PID         -  LD0265
 LD0265  STATE/COUNTY-  IL/MASON
 LD0265  USGS QUAD   -  HAVANA (1947)
 LD0265
 LD0265                         *CURRENT SURVEY CONTROL
 LD0265  ___________________________________________________________________
 LD0265* NAD 83(1986)-  40 17 59.     (N)    090 03 37.     (W)     SCALED    
 LD0265* NAVD 88     -       143.299  (meters)     470.14   (feet)  ADJUSTED  
 LD0265  ___________________________________________________________________
 LD0265  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0265  DYNAMIC HT  -         143.228 (meters)     469.91  (feet)  COMP
 LD0265  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 LD0265
 LD0265  VERT ORDER  -  FIRST     CLASS II
 LD0265
 LD0265.The horizontal coordinates were scaled from a topographic map and have
 LD0265.an estimated accuracy of +/- 6 seconds.
 LD0265
 LD0265.The orthometric height was determined by differential leveling
 LD0265.and adjusted by the National Geodetic Survey in June 1991..
 LD0265
 LD0265.The geoid height was determined by GEOID03.
 LD0265
 LD0265.The dynamic height is computed by dividing the NAVD 88
 LD0265.geopotential number by the normal gravity value computed on the
 LD0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0265.degrees latitude (g = 980.6199 gals.).
 LD0265
 LD0265.The modeled gravity was interpolated from observed gravity values.
 LD0265
 LD0265;                    North         East    Units  Estimated Accuracy
 LD0265;SPC IL W     -   403,270.      709,050.      MT  (+/- 180 meters Scaled)
 LD0265
 LD0265                          SUPERSEDED SURVEY CONTROL
 LD0265
 LD0265  NGVD 29 (??/??/92)  143.393  (m)          470.45   (f) ADJ UNCH    1 2
 LD0265
 LD0265.Superseded values are not recommended for survey control.
 LD0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0265.See file dsdata.txt to determine how the superseded data were derived.
 LD0265
 LD0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE498651(NAD 83)
 LD0265_MARKER: X = CHISELED CROSS
 LD0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0265_SP_SET: WATER TABLE
 LD0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0265
 LD0265  HISTORY     - Date     Condition        Report By
 LD0265  HISTORY     - UNK      MONUMENTED       DOD
 LD0265  HISTORY     - 1961     GOOD             NGS
 LD0265  HISTORY     - 20050614 MARK NOT FOUND   HANPRO
 LD0265
 LD0265                          STATION DESCRIPTION
 LD0265
 LD0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0265'AT HAVANA.
 LD0265'AT HAVANA, AT THE INTERSECTION OF PLUM AND MAIN STREET, ON TOP
 LD0265'OF THE CAST IRON WATER TABLE OF A GROCERY STORE BUILDING, 13.7
 LD0265'FEET EAST OF THE EAST CURB OF PLUM STREET, 15.6 FEET SOUTH OF THE
 LD0265'SOUTH CURB OF MAIN STREET, 1.6 FEET SOUTH OF THE NORTHWEST CORNER
 LD0265'OF THE GROCERY STORE BUILDING, 0.2 FOOT EAST OF THE WEST EDGE OF
 LD0265'THE WATER TABLE AND 8 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
 LD0265
 LD0265                          STATION RECOVERY (2005)
 LD0265
 LD0265'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (JAR)
 LD0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0450 ***********************************************************************
 MF0450  DESIGNATION -  38 A
 MF0450  PID         -  MF0450
 MF0450  STATE/COUNTY-  IL/DE KALB
 MF0450  USGS QUAD   -  SYCAMORE (1975)
 MF0450
 MF0450                         *CURRENT SURVEY CONTROL
 MF0450  ___________________________________________________________________
 MF0450* NAD 83(1986)-  41 59 17.     (N)    088 41 02.     (W)     SCALED    
 MF0450* NAVD 88     -       268.205  (meters)     879.94   (feet)  ADJUSTED  
 MF0450  ___________________________________________________________________
 MF0450  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF0450  DYNAMIC HT  -         268.113 (meters)     879.63  (feet)  COMP
 MF0450  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 MF0450
 MF0450  VERT ORDER  -  SECOND    CLASS 0
 MF0450
 MF0450.The horizontal coordinates were scaled from a topographic map and have
 MF0450.an estimated accuracy of +/- 6 seconds.
 MF0450
 MF0450.The orthometric height was determined by differential leveling
 MF0450.and adjusted by the National Geodetic Survey in June 1991..
 MF0450
 MF0450.The geoid height was determined by GEOID03.
 MF0450
 MF0450.The dynamic height is computed by dividing the NAVD 88
 MF0450.geopotential number by the normal gravity value computed on the
 MF0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0450.degrees latitude (g = 980.6199 gals.).
 MF0450
 MF0450.The modeled gravity was interpolated from observed gravity values.
 MF0450
 MF0450;                    North         East    Units  Estimated Accuracy
 MF0450;SPC IL E     -   590,840.      270,950.      MT  (+/- 180 meters Scaled)
 MF0450
 MF0450                          SUPERSEDED SURVEY CONTROL
 MF0450
 MF0450  NGVD 29 (??/??/92)  268.246  (m)          880.07   (f) ADJ UNCH    2 0
 MF0450
 MF0450.Superseded values are not recommended for survey control.
 MF0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0450.See file dsdata.txt to determine how the superseded data were derived.
 MF0450
 MF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM605498(NAD 83)
 MF0450_MARKER: DD = SURVEY DISK
 MF0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0450_SP_SET: WATER TABLE
 MF0450_STAMPING: ILL 38 A 1923
 MF0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0450+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 MF0450
 MF0450  HISTORY     - Date     Condition        Report By
 MF0450  HISTORY     - 1923     MONUMENTED       USGS
 MF0450  HISTORY     - 1923     GOOD             NGS
 MF0450  HISTORY     - 19961104 GOOD             USPSQD
 MF0450  HISTORY     - 20031001 GOOD             USPSQD
 MF0450
 MF0450                          STATION DESCRIPTION
 MF0450
 MF0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 MF0450'AT SYCAMORE.
 MF0450'AT SYCAMORE, DE KALB COUNTY, AT THE POST OFFICE, 18 FEET EAST OF
 MF0450'THE NORTH ENTRANCE, IN THE NORTHEAST CORNER OF THE STONE WATER
 MF0450'TABLE BETWEEN THE TWO EAST STONE COLUMNS, AND ABOUT 4 FEET ABOVE
 MF0450'THE WALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MF0450'STAMPED ILL 38 A 1923.
 MF0450
 MF0450                          STATION RECOVERY (1996)
 MF0450
 MF0450'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0450'RECOVERED IN GOOD CONDITION.
 MF0450
 MF0450                          STATION RECOVERY (2003)
 MF0450
 MF0450'RECOVERY NOTE BY US POWER SQUADRON 2003
 MF0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1832 ***********************************************************************
 ME1832  DESIGNATION -  385
 ME1832  PID         -  ME1832
 ME1832  STATE/COUNTY-  IL/COOK
 ME1832  USGS QUAD   -  BLUE ISLAND (1997)
 ME1832
 ME1832                         *CURRENT SURVEY CONTROL
 ME1832  ___________________________________________________________________
 ME1832* NAD 83(1986)-  41 39 42.     (N)    087 38 24.     (W)     SCALED    
 ME1832* NAVD 88     -       183.375  (meters)     601.62   (feet)  ADJUSTED  
 ME1832  ___________________________________________________________________
 ME1832  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME1832  DYNAMIC HT  -         183.309 (meters)     601.41  (feet)  COMP
 ME1832  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 ME1832
 ME1832  VERT ORDER  -  FIRST     CLASS II
 ME1832
 ME1832.The horizontal coordinates were scaled from a topographic map and have
 ME1832.an estimated accuracy of +/- 6 seconds.
 ME1832
 ME1832.The orthometric height was determined by differential leveling
 ME1832.and adjusted by the National Geodetic Survey in June 1991..
 ME1832
 ME1832.The geoid height was determined by GEOID03.
 ME1832
 ME1832.The dynamic height is computed by dividing the NAVD 88
 ME1832.geopotential number by the normal gravity value computed on the
 ME1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1832.degrees latitude (g = 980.6199 gals.).
 ME1832
 ME1832.The modeled gravity was interpolated from observed gravity values.
 ME1832
 ME1832;                    North         East    Units  Estimated Accuracy
 ME1832;SPC IL E     -   554,760.      357,750.      MT  (+/- 180 meters Scaled)
 ME1832
 ME1832                          SUPERSEDED SURVEY CONTROL
 ME1832
 ME1832  NGVD 29 (??/??/92)  183.474  (m)          601.95   (f) ADJ UNCH    1 2
 ME1832
 ME1832.Superseded values are not recommended for survey control.
 ME1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1832.See file dsdata.txt to determine how the superseded data were derived.
 ME1832
 ME1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM467124(NAD 83)
 ME1832_MARKER: DB = BENCH MARK DISK
 ME1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1832+STABILITY: SURFACE MOTION
 ME1832
 ME1832  HISTORY     - Date     Condition        Report By
 ME1832  HISTORY     - UNK      MONUMENTED       IL1670
 ME1832  HISTORY     - 1947     GOOD             NGS
 ME1832  HISTORY     - 1971     GOOD             NGS
 ME1832  HISTORY     - 1977     GOOD             NGS
 ME1832
 ME1832                          STATION DESCRIPTION
 ME1832
 ME1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1832'2.3 MI E FROM BLUE ISLAND.
 ME1832'ABOUT 2.3 MILES EAST ALONG VERMONT STREET FROM THE POST OFFICE AT
 ME1832'BLUE ISLAND, AT THE SOUTHEAST CORNER OF EMERALD AVENUE AND THE
 ME1832'FIRST ALLEY SOUTH OF VERMONT STREET, 183 FEET SOUTH OF THE CENTER
 ME1832'LINE OF VERMONT STREET, 14 FEET SOUTH OF THE CENTER LINE OF THE
 ME1832'ALLEY, 8 FEET WEST OF THE EAST LINE OF EMERALD AVENUE, 5.5 FEET
 ME1832'EAST OF A STREET LIGHT POST AND SET IN THE TOP OF A CONCRETE POST
 ME1832'COVERED BY A 10-INCH IRON COVER.
 ME1832
 ME1832                          STATION RECOVERY (1971)
 ME1832
 ME1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1832'RECOVERED IN GOOD CONDITION.
 ME1832
 ME1832                          STATION RECOVERY (1977)
 ME1832
 ME1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1825 ***********************************************************************
 ME1825  DESIGNATION -  387
 ME1825  PID         -  ME1825
 ME1825  STATE/COUNTY-  IL/COOK
 ME1825  USGS QUAD   -  LAKE CALUMET (1997)
 ME1825
 ME1825                         *CURRENT SURVEY CONTROL
 ME1825  ___________________________________________________________________
 ME1825* NAD 83(1997)-  41 39 35.12096(N)    087 33 28.73727(W)     ADJUSTED  
 ME1825* NAVD 88     -       178.284  (meters)     584.92   (feet)  ADJUSTED  
 ME1825  ___________________________________________________________________
 ME1825  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 ME1825  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1825  DYNAMIC HT  -         178.219 (meters)     584.71  (feet)  COMP
 ME1825  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 ME1825
 ME1825  HORZ ORDER  -  SECOND
 ME1825  VERT ORDER  -  FIRST     CLASS II
 ME1825
 ME1825.The horizontal coordinates were established by classical geodetic methods
 ME1825.and adjusted by the National Geodetic Survey in October 1999..
 ME1825
 ME1825.The orthometric height was determined by differential leveling
 ME1825.and adjusted by the National Geodetic Survey in June 1991..
 ME1825
 ME1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1825
 ME1825.The geoid height was determined by GEOID03.
 ME1825
 ME1825.The dynamic height is computed by dividing the NAVD 88
 ME1825.geopotential number by the normal gravity value computed on the
 ME1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1825.degrees latitude (g = 980.6199 gals.).
 ME1825
 ME1825.The modeled gravity was interpolated from observed gravity values.
 ME1825
 ME1825;                    North         East     Units Scale Factor Converg.
 ME1825;SPC IL E     -   554,603.091   364,578.084   MT  1.00002630   +0 30 55.4
 ME1825;SPC IL E     - 1,819,560.31  1,196,119.93   sFT  1.00002630   +0 30 55.4
 ME1825;UTM  16      - 4,612,150.792   453,543.774   MT  0.99962656   -0 22 15.2
 ME1825
 ME1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1825!SPC IL E     -   0.99997728  x   1.00002630  =   1.00000358
 ME1825!UTM  16      -   0.99997728  x   0.99962656  =   0.99960385
 ME1825
 ME1825:                Primary Azimuth Mark                     Grid Az
 ME1825:SPC IL E     -  CORBETT                                  153 35 33.7
 ME1825:UTM  16      -  CORBETT                                  154 28 44.3
 ME1825
 ME1825|---------------------------------------------------------------------|
 ME1825| PID    Reference Object                     Distance      Geod. Az  |
 ME1825|                                                           dddmmss.s |
 ME1825| ME2883 CORBETT                             413.228 METERS 1540629.1 |
 ME1825| ME2886 051 COC                             189.615 METERS 18452     |
 ME1825|---------------------------------------------------------------------|
 ME1825
 ME1825                          SUPERSEDED SURVEY CONTROL
 ME1825
 ME1825  NAD 83(1997)-  41 39 35.12107(N)    087 33 28.73734(W) AD(       ) 2
 ME1825  NAD 83(1997)-  41 39 35.12619(N)    087 33 28.74528(W) AD(       ) 2
 ME1825  NAD 83(1986)-  41 39 35.12611(N)    087 33 28.74497(W) AD(       ) 2
 ME1825  NAD 27      -  41 39 34.99995(N)    087 33 28.58971(W) AD(       ) 2
 ME1825  NGVD 29 (??/??/92)  178.388  (m)          585.26   (f) ADJ UNCH    1 2
 ME1825
 ME1825.Superseded values are not recommended for survey control.
 ME1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1825.See file dsdata.txt to determine how the superseded data were derived.
 ME1825
 ME1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5354412151(NAD 83)
 ME1825_MARKER: B = BOLT
 ME1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1825+STABILITY: SURFACE MOTION
 ME1825
 ME1825  HISTORY     - Date     Condition        Report By
 ME1825  HISTORY     - 1977     MONUMENTED       NGS
 ME1825  HISTORY     - 1947     GOOD             NGS
 ME1825  HISTORY     - 1971     GOOD             NGS
 ME1825
 ME1825                          STATION DESCRIPTION
 ME1825
 ME1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME1825'A TRAVERSE WAS MADE TO TRINAGULATION STATION CORBETT USING
 ME1825'ELECTRONIC DISTANCE EQUIPMENT.
 ME1825'
 ME1825'THE MARK IS LOCATED AT THE SOUTH SECTION OF CHICAGO, AT
 ME1825'THE INTERSECTION OF 130TH STREET AND SAGINAW AVENUE.
 ME1825'IT IS 153 FEET NORTH OF THE NORTH EDGE OF
 ME1825'130TH STREET, 9.5 FEET WEST OF THE CENTER OF SAGINAW
 ME1825'AVENUE AND SET IN THE TOP OF A CONCRETE POST COVERED
 ME1825'BY A 10-INCH SQUARE IRON COVER THAT IS FLUSH WITH THE
 ME1825'GROUND SURFACE.
 ME1825
 ME1825                          STATION RECOVERY (1947)
 ME1825
 ME1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 ME1825'AT CHICAGO.
 ME1825'AT CHICAGO, ON SAGINAW AVENUE, ABOUT 1/2 BLOCK NORTH OF ITS
 ME1825'INTERSECTION WITH 130TH STREET, 9.5 FEET WEST OF THE EAST LINE
 ME1825'OF SAGINAW AVENUE, 153 FEET NORTH OF THE NORTH EDGE OF THE NORTH
 ME1825'CONCRETE SIDE WALK OF 130TH STREET AND SET IN THE TOP OF A
 ME1825'CONCRETE POST COVERED BY A 10-INCH SQUARE IRON COVER PROJECTING
 ME1825'4 INCHES.
 ME1825
 ME1825                          STATION RECOVERY (1971)
 ME1825
 ME1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0035 ***********************************************************************
 HB0035  DESIGNATION -  388 USGS RESET 1938
 HB0035  PID         -  HB0035
 HB0035  STATE/COUNTY-  IL/SALINE
 HB0035  USGS QUAD   -  ELDORADO (1963)
 HB0035
 HB0035                         *CURRENT SURVEY CONTROL
 HB0035  ___________________________________________________________________
 HB0035* NAD 83(1986)-  37 48 47.     (N)    088 26 15.     (W)     SCALED    
 HB0035* NAVD 88     -       117.792  (meters)     386.46   (feet)  ADJUSTED  
 HB0035  ___________________________________________________________________
 HB0035  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HB0035  DYNAMIC HT  -         117.712 (meters)     386.19  (feet)  COMP
 HB0035  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 HB0035
 HB0035  VERT ORDER  -  FIRST     CLASS II
 HB0035
 HB0035.The horizontal coordinates were scaled from a topographic map and have
 HB0035.an estimated accuracy of +/- 6 seconds.
 HB0035
 HB0035.The orthometric height was determined by differential leveling
 HB0035.and adjusted by the National Geodetic Survey in June 1991..
 HB0035
 HB0035.The geoid height was determined by GEOID03.
 HB0035
 HB0035.The dynamic height is computed by dividing the NAVD 88
 HB0035.geopotential number by the normal gravity value computed on the
 HB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0035.degrees latitude (g = 980.6199 gals.).
 HB0035
 HB0035.The modeled gravity was interpolated from observed gravity values.
 HB0035
 HB0035;                    North         East    Units  Estimated Accuracy
 HB0035;SPC IL E     -   127,230.      290,830.      MT  (+/- 180 meters Scaled)
 HB0035
 HB0035                          SUPERSEDED SURVEY CONTROL
 HB0035
 HB0035  NGVD 29 (??/??/??)  117.891  (m)          386.78   (f) ADJUSTED    1 2
 HB0035
 HB0035.Superseded values are not recommended for survey control.
 HB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0035.See file dsdata.txt to determine how the superseded data were derived.
 HB0035
 HB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG734860(NAD 83)
 HB0035_MARKER: DD = SURVEY DISK
 HB0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0035_SP_SET: SIDEWALK
 HB0035_STAMPING: 388 RESET 1906 1938
 HB0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0035
 HB0035  HISTORY     - Date     Condition        Report By
 HB0035  HISTORY     - 1938     MONUMENTED       LOCSUR
 HB0035  HISTORY     - 1949     GOOD             CGS
 HB0035  HISTORY     - 1978     GOOD             ILDT
 HB0035  HISTORY     - 1978     GOOD             ILDT
 HB0035  HISTORY     - 1978     GOOD             ILDT
 HB0035
 HB0035                          STATION DESCRIPTION
 HB0035
 HB0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0035'AT ELDORADO.
 HB0035'AT ELDORADO, AT THE POST OFFICE, SET IN THE SIDE WALK, 13.3
 HB0035'FEET NORTHEAST OF THE NORTHEAST CURBING OF 4TH STREET, 16.4
 HB0035'FEET SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE POST OFFICE
 HB0035'BUILDING, 1 FOOT NORTHWEST OF THE NORTHWEST CURB OF NORTH
 HB0035'RAILROAD STREET, AND SET IN A DRILL HOLE. MARK IS IN CONCRETE
 HB0035'SIDE WALK 6 IN. W. OF EDGE OF CURB, AND 3.6 FEET N OF STOP SIGN.
 HB0035
 HB0035                          STATION RECOVERY (1978)
 HB0035
 HB0035'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0035'RECOVERED IN GOOD CONDITION.
 HB0035
 HB0035                          STATION RECOVERY (1978)
 HB0035
 HB0035'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0035'BENCH MARK IS IN CONCRETE SIDE WALK 6 IN. W. OF EDGE OF CURB, AND 3.6
 HB0035'FT. N OF STOP SIGN.
 HB0035
 HB0035                          STATION RECOVERY (1978)
 HB0035
 HB0035'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0035'BENCH MARK IS IN CONCRETE SIDE WALK 6 IN. W. OF EDGE OF CURB, AND 3.6
 HB0035'FT. N OF STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0124 ***********************************************************************
 LC0124  DESIGNATION -  39 S
 LC0124  PID         -  LC0124
 LC0124  STATE/COUNTY-  IL/CHAMPAIGN
 LC0124  USGS QUAD   -  MAHOMET (1975)
 LC0124
 LC0124                         *CURRENT SURVEY CONTROL
 LC0124  ___________________________________________________________________
 LC0124* NAD 83(1986)-  40 10 41.     (N)    088 24 28.     (W)     SCALED    
 LC0124* NAVD 88     -       214.522  (meters)     703.81   (feet)  ADJUSTED  
 LC0124  ___________________________________________________________________
 LC0124  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0124  DYNAMIC HT  -         214.415 (meters)     703.46  (feet)  COMP
 LC0124  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 LC0124
 LC0124  VERT ORDER  -  FIRST     CLASS II
 LC0124
 LC0124.The horizontal coordinates were scaled from a topographic map and have
 LC0124.an estimated accuracy of +/- 6 seconds.
 LC0124
 LC0124.The orthometric height was determined by differential leveling
 LC0124.and adjusted by the National Geodetic Survey in June 1991..
 LC0124
 LC0124.The geoid height was determined by GEOID03.
 LC0124
 LC0124.The dynamic height is computed by dividing the NAVD 88
 LC0124.geopotential number by the normal gravity value computed on the
 LC0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0124.degrees latitude (g = 980.6199 gals.).
 LC0124
 LC0124.The modeled gravity was interpolated from observed gravity values.
 LC0124
 LC0124;                    North         East    Units  Estimated Accuracy
 LC0124;SPC IL E     -   389,770.      293,660.      MT  (+/- 180 meters Scaled)
 LC0124
 LC0124                          SUPERSEDED SURVEY CONTROL
 LC0124
 LC0124  NGVD 29 (??/??/92)  214.575  (m)          703.98   (f) ADJ UNCH    1 2
 LC0124
 LC0124.Superseded values are not recommended for survey control.
 LC0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0124.See file dsdata.txt to determine how the superseded data were derived.
 LC0124
 LC0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK801484(NAD 83)
 LC0124_MARKER: DD = SURVEY DISK
 LC0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0124_STAMPING: 39 S 1928
 LC0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0124+STABILITY: SURFACE MOTION
 LC0124
 LC0124  HISTORY     - Date     Condition        Report By
 LC0124  HISTORY     - 1928     MONUMENTED       USGS
 LC0124  HISTORY     - 1954     GOOD             NGS
 LC0124  HISTORY     - 1973     POOR             NGS
 LC0124  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0124
 LC0124                          STATION DESCRIPTION
 LC0124
 LC0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0124'0.8 MI S FROM MAHOMET.
 LC0124'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 47 FROM THE CROSSING OF
 LC0124'THE NEW YORK CENTRAL RAILROAD AT MAHOMET, ABOUT 0.15 MILE SOUTH OF
 LC0124'HIGHWAY BRIDGE OVER SANGAMON RIVER, AT AN EAST-WEST CROSSROAD,
 LC0124'28 FEET WEST OF CENTER LINE OF HIGHWAY, 35 FEET SOUTHWEST
 LC0124'OF CENTER OF INTERSECTION, 24 FEET SOUTH OF CENTER LINE OF ROAD
 LC0124'WEST, 82 FEET NORTHEAST OF NORTHEAST CORNER OF A HOUSE, 11 1/2
 LC0124'FEET EAST OF A HIGHWAY R/W MARKER POST, 1 1/2 FEET NORTHEAST
 LC0124'OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF
 LC0124'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 LC0124'GROUND.  NOTE-- R.O.W. MARKER AND WHITE WOODEN POST HAS BEEN
 LC0124'REMOVED.
 LC0124
 LC0124                          STATION RECOVERY (1973)
 LC0124
 LC0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0124'MARK RECOVERED IN POOR CONDITION.
 LC0124
 LC0124                          STATION RECOVERY (1986)
 LC0124
 LC0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0007 ***********************************************************************
 LD0007  DESIGNATION -  39 W
 LD0007  PID         -  LD0007
 LD0007  STATE/COUNTY-  IL/KNOX
 LD0007  USGS QUAD   -  ABINGDON (1982)
 LD0007
 LD0007                         *CURRENT SURVEY CONTROL
 LD0007  ___________________________________________________________________
 LD0007* NAD 83(1986)-  40 48 23.     (N)    090 24 07.     (W)     SCALED    
 LD0007* NAVD 88     -       229.145  (meters)     751.79   (feet)  ADJUSTED  
 LD0007  ___________________________________________________________________
 LD0007  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0007  DYNAMIC HT  -         229.037 (meters)     751.43  (feet)  COMP
 LD0007  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 LD0007
 LD0007  VERT ORDER  -  SECOND    CLASS 0
 LD0007
 LD0007.The horizontal coordinates were scaled from a topographic map and have
 LD0007.an estimated accuracy of +/- 6 seconds.
 LD0007
 LD0007.The orthometric height was determined by differential leveling
 LD0007.and adjusted by the National Geodetic Survey in June 1991..
 LD0007
 LD0007.The geoid height was determined by GEOID03.
 LD0007
 LD0007.The dynamic height is computed by dividing the NAVD 88
 LD0007.geopotential number by the normal gravity value computed on the
 LD0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0007.degrees latitude (g = 980.6199 gals.).
 LD0007
 LD0007.The modeled gravity was interpolated from observed gravity values.
 LD0007
 LD0007;                    North         East    Units  Estimated Accuracy
 LD0007;SPC IL W     -   459,550.      680,150.      MT  (+/- 180 meters Scaled)
 LD0007
 LD0007                          SUPERSEDED SURVEY CONTROL
 LD0007
 LD0007  NGVD 29 (??/??/92)  229.203  (m)          751.98   (f) ADJ UNCH    2 0
 LD0007
 LD0007.Superseded values are not recommended for survey control.
 LD0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0007.See file dsdata.txt to determine how the superseded data were derived.
 LD0007
 LD0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF191205(NAD 83)
 LD0007_MARKER: DB = BENCH MARK DISK
 LD0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0007_SP_SET: SIDEWALK
 LD0007_STAMPING: 39 W 1924
 LD0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LD0007+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 LD0007
 LD0007  HISTORY     - Date     Condition        Report By
 LD0007  HISTORY     - 1924     MONUMENTED       USGS
 LD0007  HISTORY     - 1942     GOOD             NGS
 LD0007  HISTORY     - 19971112 GOOD             USPSQD
 LD0007  HISTORY     - 20031112 GOOD             BCA
 LD0007
 LD0007                          STATION DESCRIPTION
 LD0007
 LD0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0007'AT ABINGDON.
 LD0007'AT ABINGDON, KNOX COUNTY, ON MEEK STREET, ONE-HALF BLOCK WEST OF
 LD0007'MAIN STREET, AT THE SOUTH ENTRANCE OF THE ROWE BUILDING AT 109
 LD0007'W MEEK STREET (FORMERLY THE POST OFFICE), AND IN THE TOP OF THE
 LD0007'CONCRETE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LD0007'DISK, STAMPED 39 W 1924.  NOTE-- THE POST OFFICE IS NOW LOCATED
 LD0007'IN NEW FEDERAL BUILDING, 1/2 BLOCK WEST OF THE MARK.
 LD0007
 LD0007                          STATION RECOVERY (1997)
 LD0007
 LD0007'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0007'RECOVERED IN GOOD CONDITION.
 LD0007
 LD0007                          STATION RECOVERY (2003)
 LD0007
 LD0007'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2003 (DGW)
 LD0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0558 ***********************************************************************
 HB0558  DESIGNATION -  390 USGS
 HB0558  PID         -  HB0558
 HB0558  STATE/COUNTY-  IL/SALINE
 HB0558  USGS QUAD   -  GALATIA (1976)
 HB0558
 HB0558                         *CURRENT SURVEY CONTROL
 HB0558  ___________________________________________________________________
 HB0558* NAD 83(1986)-  37 48 58.     (N)    088 30 26.     (W)     SCALED    
 HB0558* NAVD 88     -       118.924  (meters)     390.17   (feet)  ADJUSTED  
 HB0558  ___________________________________________________________________
 HB0558  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HB0558  DYNAMIC HT  -         118.843 (meters)     389.90  (feet)  COMP
 HB0558  MODELED GRAV-     979,946.6   (mgal)                       NAVD 88
 HB0558
 HB0558  VERT ORDER  -  FIRST     CLASS II
 HB0558
 HB0558.The horizontal coordinates were scaled from a topographic map and have
 HB0558.an estimated accuracy of +/- 6 seconds.
 HB0558
 HB0558.The orthometric height was determined by differential leveling
 HB0558.and adjusted by the National Geodetic Survey in June 1991..
 HB0558
 HB0558.The geoid height was determined by GEOID03.
 HB0558
 HB0558.The dynamic height is computed by dividing the NAVD 88
 HB0558.geopotential number by the normal gravity value computed on the
 HB0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0558.degrees latitude (g = 980.6199 gals.).
 HB0558
 HB0558.The modeled gravity was interpolated from observed gravity values.
 HB0558
 HB0558;                    North         East    Units  Estimated Accuracy
 HB0558;SPC IL E     -   127,580.      284,690.      MT  (+/- 180 meters Scaled)
 HB0558
 HB0558                          SUPERSEDED SURVEY CONTROL
 HB0558
 HB0558  NGVD 29 (??/??/??)  119.025  (m)          390.50   (f) ADJUSTED    1 2
 HB0558
 HB0558.Superseded values are not recommended for survey control.
 HB0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0558.See file dsdata.txt to determine how the superseded data were derived.
 HB0558
 HB0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG673864(NAD 83)
 HB0558_MARKER: P = PIPE CAP
 HB0558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0558_STAMPING: 390 1906
 HB0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0558
 HB0558  HISTORY     - Date     Condition        Report By
 HB0558  HISTORY     - 1906     MONUMENTED       USGS
 HB0558  HISTORY     - 1949     GOOD             CGS
 HB0558
 HB0558                          STATION DESCRIPTION
 HB0558
 HB0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0558'3.5 MI NW FROM ELDORADO.
 HB0558'3.5 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM ITS
 HB0558'JUNCTION WITH THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 HB0558'RAILROAD AT ELDORADO, AT A ROAD CROSSING AT MILE POST 117, 71 1/2
 HB0558'FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 93 1/2 FEET
 HB0558'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WOODEN TRESTLE ON
 HB0558'RAILROAD, 62 FEET WEST OF THE CENTER LINE OF THE ROAD, 57 FEET
 HB0558'SOUTHWEST OF THE MILE POST, 30 1/2 FEET SOUTH OF THE SOUTH RAIL,
 HB0558'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 HB0558'TRACK AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1851 ***********************************************************************
 LB1851  DESIGNATION -  39.163
 LB1851  PID         -  LB1851
 LB1851  STATE/COUNTY-  IL/VERMILION
 LB1851  USGS QUAD   -  DANVILLE NE (1978)
 LB1851
 LB1851                         *CURRENT SURVEY CONTROL
 LB1851  ___________________________________________________________________
 LB1851* NAD 83(1986)-  40 09 01.     (N)    087 37 12.     (W)     SCALED    
 LB1851* NAVD 88     -       186.354  (meters)     611.40   (feet)  ADJUSTED  
 LB1851  ___________________________________________________________________
 LB1851  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LB1851  DYNAMIC HT  -         186.262 (meters)     611.09  (feet)  COMP
 LB1851  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 LB1851
 LB1851  VERT ORDER  -  FIRST     CLASS II
 LB1851
 LB1851.The horizontal coordinates were scaled from a topographic map and have
 LB1851.an estimated accuracy of +/- 6 seconds.
 LB1851
 LB1851.The orthometric height was determined by differential leveling
 LB1851.and adjusted by the National Geodetic Survey in June 1991..
 LB1851
 LB1851.The geoid height was determined by GEOID03.
 LB1851
 LB1851.The dynamic height is computed by dividing the NAVD 88
 LB1851.geopotential number by the normal gravity value computed on the
 LB1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1851.degrees latitude (g = 980.6199 gals.).
 LB1851
 LB1851.The modeled gravity was interpolated from observed gravity values.
 LB1851
 LB1851;                    North         East    Units  Estimated Accuracy
 LB1851;SPC IL E     -   386,930.      360,780.      MT  (+/- 180 meters Scaled)
 LB1851
 LB1851                          SUPERSEDED SURVEY CONTROL
 LB1851
 LB1851  NGVD 29 (??/??/92)  186.398  (m)          611.54   (f) ADJ UNCH    1 2
 LB1851
 LB1851.Superseded values are not recommended for survey control.
 LB1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1851.See file dsdata.txt to determine how the superseded data were derived.
 LB1851
 LB1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK471446(NAD 83)
 LB1851_MARKER: X = CHISELED CROSS
 LB1851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1851_SP_SET: BRIDGE PARAPET
 LB1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1851
 LB1851  HISTORY     - Date     Condition        Report By
 LB1851  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1851  HISTORY     - 1935     GOOD             NGS
 LB1851  HISTORY     - 1964     GOOD             NGS
 LB1851
 LB1851                          STATION DESCRIPTION
 LB1851
 LB1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1851'1.4 MI NE FROM DANVILLE.
 LB1851'1.4 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1851'STATION AT DANVILLE, VERMILION COUNTY, ABOUT 1/4 MILE SOUTH OF
 LB1851'MILEPOST 127, AT BRIDGE 127.25, ON THE TOP OF THE SOUTHEAST
 LB1851'CORNER OF THE NORTH PARAPET, 7.2 FEET EAST OF THE EAST RAIL OF THE
 LB1851'NORTHBOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A
 LB1851'CHISELED CROSS.
 LB1851
 LB1851                          STATION RECOVERY (1964)
 LB1851
 LB1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LB1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0627 ***********************************************************************
 HB0627  DESIGNATION -  392
 HB0627  PID         -  HB0627
 HB0627  STATE/COUNTY-  IL/JACKSON
 HB0627  USGS QUAD   -  DE SOTO (1978)
 HB0627
 HB0627                         *CURRENT SURVEY CONTROL
 HB0627  ___________________________________________________________________
 HB0627* NAD 83(1986)-  37 47 06.     (N)    089 13 23.     (W)     SCALED    
 HB0627* NAVD 88     -       119.235  (meters)     391.19   (feet)  ADJUSTED  
 HB0627  ___________________________________________________________________
 HB0627  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB0627  DYNAMIC HT  -         119.154 (meters)     390.92  (feet)  COMP
 HB0627  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 HB0627
 HB0627  VERT ORDER  -  FIRST     CLASS I
 HB0627
 HB0627.The horizontal coordinates were scaled from a topographic map and have
 HB0627.an estimated accuracy of +/- 6 seconds.
 HB0627
 HB0627.The orthometric height was determined by differential leveling
 HB0627.and adjusted by the National Geodetic Survey in June 1991..
 HB0627.WARNING-Repeat measurements at this control monument indicate possible
 HB0627.vertical movement.
 HB0627
 HB0627.The geoid height was determined by GEOID03.
 HB0627
 HB0627.The dynamic height is computed by dividing the NAVD 88
 HB0627.geopotential number by the normal gravity value computed on the
 HB0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0627.degrees latitude (g = 980.6199 gals.).
 HB0627
 HB0627.The modeled gravity was interpolated from observed gravity values.
 HB0627
 HB0627;                    North         East    Units  Estimated Accuracy
 HB0627;SPC IL W     -   124,530.      783,120.      MT  (+/- 180 meters Scaled)
 HB0627
 HB0627                          SUPERSEDED SURVEY CONTROL
 HB0627
 HB0627  NGVD 29 (??/??/??)  119.332  (m)          391.51   (f) ADJUSTED    1 1
 HB0627
 HB0627.Superseded values are not recommended for survey control.
 HB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0627.See file dsdata.txt to determine how the superseded data were derived.
 HB0627
 HB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG042842(NAD 83)
 HB0627_MARKER: DD = SURVEY DISK
 HB0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0627_SP_SET: BRIDGE
 HB0627_STAMPING: 392 1907 ADJ
 HB0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0627
 HB0627  HISTORY     - Date     Condition        Report By
 HB0627  HISTORY     - 1907     MONUMENTED       USGS
 HB0627  HISTORY     - 1969     GOOD             CGS
 HB0627
 HB0627                          STATION DESCRIPTION
 HB0627
 HB0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0627'2.2 MI S FROM DE SOTO.
 HB0627'ABOUT 2.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0627'FROM THE POST OFFICE AT DE SOTO, 0.1 MILE SOUTH OF MILEPOST 304,
 HB0627'6 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET IN THE
 HB0627'TOP OF THE SOUTH END OF THE CONCRETE RETAINING WALL AT THE
 HB0627'SOUTHWEST CORNER OF A RAILROAD BRIDGE OVER THE BIG MUDDY RIVER,
 HB0627'2.3 FEET NORTH OF THE SOUTH END OF THE RETAINING WALL, AND ABOUT
 HB0627'1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 33, T 8S, R 1W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0573 ***********************************************************************
 HB0573  DESIGNATION -  392
 HB0573  PID         -  HB0573
 HB0573  STATE/COUNTY-  IL/FRANKLIN
 HB0573  USGS QUAD   -  CHRISTOPHER (1976)
 HB0573
 HB0573                         *CURRENT SURVEY CONTROL
 HB0573  ___________________________________________________________________
 HB0573* NAD 83(1986)-  37 58 49.     (N)    089 01 26.     (W)     SCALED    
 HB0573* NAVD 88     -       119.51   (+/-2cm)     392.1    (feet)  VERTCON   
 HB0573  ___________________________________________________________________
 HB0573  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HB0573
 HB0573  VERT ORDER  -  ? (See Below)
 HB0573
 HB0573.The horizontal coordinates were scaled from a topographic map and have
 HB0573.an estimated accuracy of +/- 6 seconds.
 HB0573
 HB0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0573.The vertical order pertains to the NGVD 29 superseded value.
 HB0573
 HB0573.The geoid height was determined by GEOID03.
 HB0573
 HB0573;                    North         East    Units  Estimated Accuracy
 HB0573;SPC IL E     -   146,010.      239,330.      MT  (+/- 180 meters Scaled)
 HB0573
 HB0573                          SUPERSEDED SURVEY CONTROL
 HB0573
 HB0573  NGVD 29 (??/??/??)  119.600  (m)          392.39   (f) ADJUSTED    ?  
 HB0573
 HB0573.Superseded values are not recommended for survey control.
 HB0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0573.See file dsdata.txt to determine how the superseded data were derived.
 HB0573
 HB0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH222055(NAD 83)
 HB0573_MARKER: P = PIPE CAP
 HB0573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0573_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0573_STAMPING: 392 1906
 HB0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0573
 HB0573  HISTORY     - Date     Condition        Report By
 HB0573  HISTORY     - 1906     MONUMENTED       USGS
 HB0573  HISTORY     - 1949     MARK NOT FOUND   CGS
 HB0573
 HB0573                          STATION DESCRIPTION
 HB0573
 HB0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0573'2.7 MI E FROM CHRISTOPHER.
 HB0573'ABOUT 2.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0573'CHRISTOPHER, FRANKLIN COUNTY, ABOUT 0.2 MILE WEST OF THE EAST LINE
 HB0573'OF SEC. 20, T. 6 S. R2 E., ABOUT 348 FEET WEST OF A SMALL BRIDGE
 HB0573'OVER A STREAM, ABOUT 100 FEET NORTH OF THE TRACK, AND ABOUT 150
 HB0573'FEET SOUTHEAST OF A HOUSE OCCUPIED IN 1906 BY ISAAC DENTON.  A
 HB0573'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 392 1906 AND
 HB0573'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0540 ***********************************************************************
 HB0540  DESIGNATION -  392 USGS
 HB0540  PID         -  HB0540
 HB0540  STATE/COUNTY-  IL/SALINE
 HB0540  USGS QUAD   -  HARCO (1963)
 HB0540
 HB0540                         *CURRENT SURVEY CONTROL
 HB0540  ___________________________________________________________________
 HB0540* NAD 83(1986)-  37 50 32.     (N)    088 39 54.     (W)     SCALED    
 HB0540* NAVD 88     -       119.562  (meters)     392.26   (feet)  ADJUSTED  
 HB0540  ___________________________________________________________________
 HB0540  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HB0540  DYNAMIC HT  -         119.479 (meters)     391.99  (feet)  COMP
 HB0540  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 HB0540
 HB0540  VERT ORDER  -  FIRST     CLASS II
 HB0540
 HB0540.The horizontal coordinates were scaled from a topographic map and have
 HB0540.an estimated accuracy of +/- 6 seconds.
 HB0540
 HB0540.The orthometric height was determined by differential leveling
 HB0540.and adjusted by the National Geodetic Survey in June 1991..
 HB0540
 HB0540.The geoid height was determined by GEOID03.
 HB0540
 HB0540.The dynamic height is computed by dividing the NAVD 88
 HB0540.geopotential number by the normal gravity value computed on the
 HB0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0540.degrees latitude (g = 980.6199 gals.).
 HB0540
 HB0540.The modeled gravity was interpolated from observed gravity values.
 HB0540
 HB0540;                    North         East    Units  Estimated Accuracy
 HB0540;SPC IL E     -   130,520.      270,810.      MT  (+/- 180 meters Scaled)
 HB0540
 HB0540                          SUPERSEDED SURVEY CONTROL
 HB0540
 HB0540  NGVD 29 (??/??/??)  119.659  (m)          392.58   (f) ADJUSTED    1 2
 HB0540
 HB0540.Superseded values are not recommended for survey control.
 HB0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0540.See file dsdata.txt to determine how the superseded data were derived.
 HB0540
 HB0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG535896(NAD 83)
 HB0540_MARKER: P = PIPE CAP
 HB0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0540_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0540_STAMPING: 392 1906
 HB0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0540+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 HB0540
 HB0540  HISTORY     - Date     Condition        Report By
 HB0540  HISTORY     - 1906     MONUMENTED       USGS
 HB0540  HISTORY     - 1949     GOOD             CGS
 HB0540  HISTORY     - 20060301 GOOD             ILDT
 HB0540
 HB0540                          STATION DESCRIPTION
 HB0540
 HB0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0540'3 MI NW FROM GALATIA.
 HB0540'2.95 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0540'STATION AT GALATIA, AT A CURVE IN THE RAILROAD WITH TANGENTS
 HB0540'EXTENDING NORTHWEST AND EAST, 175 FEET EAST-SOUTHEAST OF THE EAST
 HB0540'CORNER OF A 24-FOOT RAILROAD TRESTLE, 82 1/2 FEET NORTHWEST OF THE
 HB0540'CENTER OF THE CROSSING OF A ROAD LEADING TO A WHITE FARM HOUSE
 HB0540'SOUTHWEST OF TRACK, 20 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 HB0540'20 FEET NORTHEAST OF THE NORTHEAST END OF A 36-INCH IRON PIPE
 HB0540'CULVERT UNDER TRACK, 41 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 HB0540'STATE HIGHWAY 34, 14 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 1
 HB0540'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE
 HB0540'TRACK, AND PROJECTING ABOUT 2 INCHES.
 HB0540
 HB0540                          STATION RECOVERY (2006)
 HB0540
 HB0540'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0540'REPLACED WITNESS POST 2 FEET SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0039 ***********************************************************************
 HB0039  DESIGNATION -  393 USGS
 HB0039  PID         -  HB0039
 HB0039  STATE/COUNTY-  IL/SALINE
 HB0039  USGS QUAD   -  ELDORADO (1963)
 HB0039
 HB0039                         *CURRENT SURVEY CONTROL
 HB0039  ___________________________________________________________________
 HB0039* NAD 83(1986)-  37 46 43.     (N)    088 24 21.     (W)     SCALED    
 HB0039* NAVD 88     -       119.397  (meters)     391.72   (feet)  ADJUSTED  
 HB0039  ___________________________________________________________________
 HB0039  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HB0039  DYNAMIC HT  -         119.316 (meters)     391.46  (feet)  COMP
 HB0039  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 HB0039
 HB0039  VERT ORDER  -  FIRST     CLASS II
 HB0039
 HB0039.The horizontal coordinates were scaled from a topographic map and have
 HB0039.an estimated accuracy of +/- 6 seconds.
 HB0039
 HB0039.The orthometric height was determined by differential leveling
 HB0039.and adjusted by the National Geodetic Survey in June 1991..
 HB0039
 HB0039.The geoid height was determined by GEOID03.
 HB0039
 HB0039.The dynamic height is computed by dividing the NAVD 88
 HB0039.geopotential number by the normal gravity value computed on the
 HB0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0039.degrees latitude (g = 980.6199 gals.).
 HB0039
 HB0039.The modeled gravity was interpolated from observed gravity values.
 HB0039
 HB0039;                    North         East    Units  Estimated Accuracy
 HB0039;SPC IL E     -   123,410.      293,610.      MT  (+/- 180 meters Scaled)
 HB0039
 HB0039                          SUPERSEDED SURVEY CONTROL
 HB0039
 HB0039  NGVD 29 (??/??/??)  119.497  (m)          392.05   (f) ADJUSTED    1 2
 HB0039
 HB0039.Superseded values are not recommended for survey control.
 HB0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0039.See file dsdata.txt to determine how the superseded data were derived.
 HB0039
 HB0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG761821(NAD 83)
 HB0039_MARKER: P = PIPE CAP
 HB0039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0039
 HB0039  HISTORY     - Date     Condition        Report By
 HB0039  HISTORY     - 1906     MONUMENTED       USGS
 HB0039  HISTORY     - 1949     GOOD             CGS
 HB0039
 HB0039                          STATION DESCRIPTION
 HB0039
 HB0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0039'3 MI SE FROM ELDORADO.
 HB0039'ABOUT 3.0 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HB0039'RAILROAD FROM THE UNION STATION AT ELDORADO, ABOUT 0.4 MILE
 HB0039'SOUTHEAST OF GRAYSON, ABOUT 0.2 MILE NORTHWEST OF A ROAD
 HB0039'CROSSING, ABOUT 360 FEET NORTHWEST OF THE CENTER OF A CURVE WITH
 HB0039'TANGENTS WEST-NORTHWEST AND SOUTHEAST, 31 1/2 FEET NORTHEAST
 HB0039'OF THE NORTHEAST RAIL, 15 1/2 FEET NORTHWEST OF AN 11-INCH WILD
 HB0039'CHERRY TREE, 3 1/2 FEET NORTHEAST OF THE R/W FENCE LINE, ABOUT
 HB0039'LEVEL WITH THE TRACK AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0616 ***********************************************************************
 HB0616  DESIGNATION -  394
 HB0616  PID         -  HB0616
 HB0616  STATE/COUNTY-  IL/JACKSON
 HB0616  USGS QUAD   -  DE SOTO (1978)
 HB0616
 HB0616                         *CURRENT SURVEY CONTROL
 HB0616  ___________________________________________________________________
 HB0616* NAD 83(1986)-  37 51 48.     (N)    089 13 58.     (W)     SCALED    
 HB0616* NAVD 88     -       119.761  (meters)     392.92   (feet)  ADJUSTED  
 HB0616  ___________________________________________________________________
 HB0616  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HB0616  DYNAMIC HT  -         119.681 (meters)     392.65  (feet)  COMP
 HB0616  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 HB0616
 HB0616  VERT ORDER  -  FIRST     CLASS I
 HB0616
 HB0616.The horizontal coordinates were scaled from a topographic map and have
 HB0616.an estimated accuracy of +/- 6 seconds.
 HB0616
 HB0616.The orthometric height was determined by differential leveling
 HB0616.and adjusted by the National Geodetic Survey in June 1991..
 HB0616.WARNING-Repeat measurements at this control monument indicate possible
 HB0616.vertical movement.
 HB0616
 HB0616.The geoid height was determined by GEOID03.
 HB0616
 HB0616.The dynamic height is computed by dividing the NAVD 88
 HB0616.geopotential number by the normal gravity value computed on the
 HB0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0616.degrees latitude (g = 980.6199 gals.).
 HB0616
 HB0616.The modeled gravity was interpolated from observed gravity values.
 HB0616
 HB0616;                    North         East    Units  Estimated Accuracy
 HB0616;SPC IL W     -   133,210.      782,170.      MT  (+/- 180 meters Scaled)
 HB0616
 HB0616                          SUPERSEDED SURVEY CONTROL
 HB0616
 HB0616  NGVD 29 (??/??/??)  119.856  (m)          393.23   (f) ADJUSTED    1 1
 HB0616
 HB0616.Superseded values are not recommended for survey control.
 HB0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0616.See file dsdata.txt to determine how the superseded data were derived.
 HB0616
 HB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG035930(NAD 83)
 HB0616_MARKER: P = PIPE CAP
 HB0616_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0616_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0616_STAMPING: 394 1907 ADJ
 HB0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0616
 HB0616  HISTORY     - Date     Condition        Report By
 HB0616  HISTORY     - 1907     MONUMENTED       USGS
 HB0616  HISTORY     - 1969     GOOD             CGS
 HB0616  HISTORY     - 1976     GOOD             ILDT
 HB0616  HISTORY     - 1976     GOOD             ILDT
 HB0616  HISTORY     - 1976     GOOD             ILDT
 HB0616
 HB0616                          STATION DESCRIPTION
 HB0616
 HB0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0616'3.2 MI S FROM ELKVILLE.
 HB0616'ABOUT 3.25 MILES SOUTH ALONG THE ILLIOIS CENTRAL RAILROAD FROM
 HB0616'THE POST OFFICE AT ELKVILLE, OR ABOUT 3.25 MILES NORTH ALONG THE
 HB0616'ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE AT DE SOTO, 0.15
 HB0616'MILE SOUTH OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 0.35
 HB0616'MILE NORTH OF MILEPOST 299, 32 1/2 FEET WEST OF THE WEST RAIL OF
 HB0616'THE WEST TRACK, 38 FEET SOUTH OF THE CENTER LINE OF AN ABANDONED
 HB0616'TRAIL ROAD, 57 FEET EAST OF A POWER POLE, 1.2 FEET NORTH OF A
 HB0616'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 HB0616'A USGS CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 2
 HB0616'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 32, T 7S, R 1W
 HB0616
 HB0616                          STATION RECOVERY (1976)
 HB0616
 HB0616'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0616'RECOVERED IN GOOD CONDITION.
 HB0616
 HB0616                          STATION RECOVERY (1976)
 HB0616
 HB0616'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0616'RECOVERED IN GOOD CONDITION.
 HB0616
 HB0616                          STATION RECOVERY (1976)
 HB0616
 HB0616'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0545 ***********************************************************************
 HB0545  DESIGNATION -  397 USGS
 HB0545  PID         -  HB0545
 HB0545  STATE/COUNTY-  IL/SALINE
 HB0545  USGS QUAD   -  GALATIA (1976)
 HB0545
 HB0545                         *CURRENT SURVEY CONTROL
 HB0545  ___________________________________________________________________
 HB0545* NAD 83(1986)-  37 50 08.     (N)    088 36 42.     (W)     SCALED    
 HB0545* NAVD 88     -       121.09   (+/-2cm)     397.3    (feet)  VERTCON   
 HB0545  ___________________________________________________________________
 HB0545  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HB0545
 HB0545  VERT ORDER  -  FIRST     CLASS II (See Below)
 HB0545
 HB0545.The horizontal coordinates were scaled from a topographic map and have
 HB0545.an estimated accuracy of +/- 6 seconds.
 HB0545
 HB0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0545.The vertical order pertains to the NGVD 29 superseded value.
 HB0545
 HB0545.The geoid height was determined by GEOID03.
 HB0545
 HB0545;                    North         East    Units  Estimated Accuracy
 HB0545;SPC IL E     -   129,760.      275,500.      MT  (+/- 180 meters Scaled)
 HB0545
 HB0545                          SUPERSEDED SURVEY CONTROL
 HB0545
 HB0545  NGVD 29 (??/??/92)  121.192  (m)          397.61   (f) ADJ UNCH    1 2
 HB0545
 HB0545.Superseded values are not recommended for survey control.
 HB0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0545.See file dsdata.txt to determine how the superseded data were derived.
 HB0545
 HB0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG581887(NAD 83)
 HB0545_MARKER: DD = SURVEY DISK
 HB0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0545_SP_SET: FOUNDATION
 HB0545_STAMPING: 397 1906
 HB0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0545
 HB0545  HISTORY     - Date     Condition        Report By
 HB0545  HISTORY     - 1906     MONUMENTED       USGS
 HB0545  HISTORY     - 1949     MARK NOT FOUND   CGS
 HB0545
 HB0545                          STATION DESCRIPTION
 HB0545
 HB0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0545'AT GALATIA.
 HB0545'AT GALATIA, SALINE COUNTY, ABOUT 0.3 MILE NORTHWEST ALONG THE
 HB0545'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT THE GALATIN ROLLING
 HB0545'MILL, IN THE SOUTHWEST SIDE OF THE FOUNDATION OF AN OLD ELEVATOR,
 HB0545'AND 25 FEET NORTH OF THE TRACK.  A UNITED STATES GEOLOGICAL
 HB0545'SURVEY STANDARD DISK, STAMPED 397 1906.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0003 ***********************************************************************
 KB0003  DESIGNATION -  4
 KB0003  PID         -  KB0003
 KB0003  STATE/COUNTY-  IL/DOUGLAS
 KB0003  USGS QUAD   -  HINDSBORO (1982)
 KB0003
 KB0003                         *CURRENT SURVEY CONTROL
 KB0003  ___________________________________________________________________
 KB0003* NAD 83(1986)-  39 40 52.     (N)    088 07 31.     (W)     SCALED    
 KB0003* NAVD 88     -       197.361  (meters)     647.51   (feet)  ADJUSTED  
 KB0003  ___________________________________________________________________
 KB0003  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0003  DYNAMIC HT  -         197.254 (meters)     647.16  (feet)  COMP
 KB0003  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 KB0003
 KB0003  VERT ORDER  -  FIRST     CLASS II
 KB0003
 KB0003.The horizontal coordinates were scaled from a topographic map and have
 KB0003.an estimated accuracy of +/- 6 seconds.
 KB0003
 KB0003.The orthometric height was determined by differential leveling
 KB0003.and adjusted by the National Geodetic Survey in June 1991..
 KB0003
 KB0003.The geoid height was determined by GEOID03.
 KB0003
 KB0003.The dynamic height is computed by dividing the NAVD 88
 KB0003.geopotential number by the normal gravity value computed on the
 KB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0003.degrees latitude (g = 980.6199 gals.).
 KB0003
 KB0003.The modeled gravity was interpolated from observed gravity values.
 KB0003
 KB0003;                    North         East    Units  Estimated Accuracy
 KB0003;SPC IL E     -   334,620.      317,850.      MT  (+/- 180 meters Scaled)
 KB0003
 KB0003                          SUPERSEDED SURVEY CONTROL
 KB0003
 KB0003  NGVD 29 (??/??/92)  197.443  (m)          647.78   (f) ADJ UNCH    1 2
 KB0003
 KB0003.Superseded values are not recommended for survey control.
 KB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0003.See file dsdata.txt to determine how the superseded data were derived.
 KB0003
 KB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ035929(NAD 83)
 KB0003_MARKER: DB = BENCH MARK DISK
 KB0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0003+STABILITY: SURFACE MOTION
 KB0003
 KB0003  HISTORY     - Date     Condition        Report By
 KB0003  HISTORY     - UNK      MONUMENTED       ILHD
 KB0003  HISTORY     - 1933     GOOD             NGS
 KB0003  HISTORY     - 1973     MARK NOT FOUND   ILHD
 KB0003  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0003
 KB0003                          STATION DESCRIPTION
 KB0003
 KB0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0003'0.6 MI SE FROM HINDSBORO.
 KB0003'0.6 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KB0003'HINDSBORO, DOUGLAS COUNTY, 2 RAILS NORTHWEST OF BRIDGE 44-49, 35
 KB0003'FEET SOUTHEAST OF A GRADE CROSSING, 30 FEET SOUTH OF THE TRACK,
 KB0003'AND 60 FEET NORTH OF STATE HIGHWAY 133.  THE TOP OF A VALVE, SET
 KB0003'IN THE TOP OF A CONCRETE POST.
 KB0003
 KB0003                          STATION RECOVERY (1973)
 KB0003
 KB0003'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0003'MARK NOT FOUND.
 KB0003
 KB0003                          STATION RECOVERY (1980)
 KB0003
 KB0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0121 ***********************************************************************
 KC0121  DESIGNATION -  4
 KC0121  PID         -  KC0121
 KC0121  STATE/COUNTY-  IL/JERSEY
 KC0121  USGS QUAD   -  NUTWOOD (1975)
 KC0121
 KC0121                         *CURRENT SURVEY CONTROL
 KC0121  ___________________________________________________________________
 KC0121* NAD 83(1986)-  39 04 31.     (N)    090 33 20.     (W)     SCALED    
 KC0121* NAVD 88     -       131.812  (meters)     432.45   (feet)  ADJUSTED  
 KC0121  ___________________________________________________________________
 KC0121  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KC0121  DYNAMIC HT  -         131.732 (meters)     432.19  (feet)  COMP
 KC0121  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 KC0121
 KC0121  VERT ORDER  -  FIRST     CLASS II
 KC0121
 KC0121.The horizontal coordinates were scaled from a topographic map and have
 KC0121.an estimated accuracy of +/- 6 seconds.
 KC0121
 KC0121.The orthometric height was determined by differential leveling
 KC0121.and adjusted by the National Geodetic Survey in June 1991..
 KC0121
 KC0121.The geoid height was determined by GEOID03.
 KC0121
 KC0121.The dynamic height is computed by dividing the NAVD 88
 KC0121.geopotential number by the normal gravity value computed on the
 KC0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0121.degrees latitude (g = 980.6199 gals.).
 KC0121
 KC0121.The modeled gravity was interpolated from observed gravity values.
 KC0121
 KC0121;                    North         East    Units  Estimated Accuracy
 KC0121;SPC IL W     -   267,400.      666,350.      MT  (+/- 180 meters Scaled)
 KC0121
 KC0121                          SUPERSEDED SURVEY CONTROL
 KC0121
 KC0121  NGVD 29 (??/??/92)  131.922  (m)          432.81   (f) ADJ UNCH    1 2
 KC0121
 KC0121.Superseded values are not recommended for survey control.
 KC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0121.See file dsdata.txt to determine how the superseded data were derived.
 KC0121
 KC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD114279(NAD 83)
 KC0121_MARKER: B = BOLT
 KC0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0121_SP_SET: BRIDGE
 KC0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0121
 KC0121  HISTORY     - Date     Condition        Report By
 KC0121  HISTORY     - UNK      MONUMENTED       DOD
 KC0121  HISTORY     - 1961     GOOD             NGS
 KC0121
 KC0121                          STATION DESCRIPTION
 KC0121
 KC0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0121'0.8 MI S FROM NUTWOOD.
 KC0121'ABOUT 0.75 MILE SOUTH ALONG STATE HIGHWAY 100 FROM THE 30 FOOT
 KC0121'BRIDGE OVER THE NARROWS AT NUTWOOD, ABOUT 68 YARDS EAST OF THE
 KC0121'SOUTH END OF THE HIGHWAY BRIDGE OVER OTTER CREEK, SECTION S 4
 KC0121'T 7 N R 13 W, SET ON TOP OF THE WEST END OF THE OLD STONE ABUTMENT
 KC0121'OF AN ABANDONED BRIDGE, 84 FEET NORTH OF THE CENTER LINE OF A
 KC0121'GRAVEL ROAD, 28 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 KC0121'CONCRETE BLOCK HOUSE PAINTED GREEN, ABOUT LEVEL WITH THE GRAVEL
 KC0121'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0069 ***********************************************************************
 JC0069  DESIGNATION -  4
 JC0069  PID         -  JC0069
 JC0069  STATE/COUNTY-  IL/JERSEY
 JC0069  USGS QUAD   -  GRAFTON (1990)
 JC0069
 JC0069                         *CURRENT SURVEY CONTROL
 JC0069  ___________________________________________________________________
 JC0069* NAD 83(1986)-  38 58 11.     (N)    090 25 59.     (W)     SCALED    
 JC0069* NAVD 88     -       135.748  (meters)     445.37   (feet)  ADJUSTED  
 JC0069  ___________________________________________________________________
 JC0069  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JC0069  DYNAMIC HT  -         135.665 (meters)     445.09  (feet)  COMP
 JC0069  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 JC0069
 JC0069  VERT ORDER  -  SECOND    CLASS 0
 JC0069
 JC0069.The horizontal coordinates were scaled from a topographic map and have
 JC0069.an estimated accuracy of +/- 6 seconds.
 JC0069
 JC0069.The orthometric height was determined by differential leveling
 JC0069.and adjusted by the National Geodetic Survey in June 1991..
 JC0069
 JC0069.The geoid height was determined by GEOID03.
 JC0069
 JC0069.The dynamic height is computed by dividing the NAVD 88
 JC0069.geopotential number by the normal gravity value computed on the
 JC0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0069.degrees latitude (g = 980.6199 gals.).
 JC0069
 JC0069.The modeled gravity was interpolated from observed gravity values.
 JC0069
 JC0069;                    North         East    Units  Estimated Accuracy
 JC0069;SPC IL W     -   255,640.      676,920.      MT  (+/- 180 meters Scaled)
 JC0069
 JC0069                          SUPERSEDED SURVEY CONTROL
 JC0069
 JC0069  NGVD 29 (??/??/92)  135.857  (m)          445.72   (f) ADJ UNCH    2 0
 JC0069
 JC0069.Superseded values are not recommended for survey control.
 JC0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0069.See file dsdata.txt to determine how the superseded data were derived.
 JC0069
 JC0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD223165(NAD 83)
 JC0069_MARKER: B = BOLT
 JC0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0069_SP_SET: DOORSTEP
 JC0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0069
 JC0069  HISTORY     - Date     Condition        Report By
 JC0069  HISTORY     - UNK      MONUMENTED       DOD
 JC0069  HISTORY     - 1880     GOOD             DOD
 JC0069  HISTORY     - 1961     MARK NOT FOUND   USE
 JC0069  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 JC0069  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JC0069  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JC0069
 JC0069                          STATION DESCRIPTION
 JC0069
 JC0069'DESCRIBED BY US DEPARTMENT OF DEFENSE 1880
 JC0069'AT GRAFTON.
 JC0069'AT GRAFTON, JERSEY COUNTY, ON THE SOUTH SIDE OF MAIN STREET,
 JC0069'ABOUT 88 YARDS EAST OF OAK STREET, AT THE BRICK BUILDING OF THE
 JC0069'FRIES MACHINE SHOP, IN THE EAST END OF THE DOORSTEP OF THE EAST
 JC0069'DOOR, AND 4 INCHES FROM THE FRONT SURFACE OF THE STEP.  A COPPER
 JC0069'BOLT LEADED VERTICALLY INTO THE END OF THE DOORSTEP.
 JC0069
 JC0069                          STATION RECOVERY (1961)
 JC0069
 JC0069'RECOVERY NOTE BY US ENGINEERS 1961
 JC0069'MARK NOT FOUND.
 JC0069
 JC0069                          STATION RECOVERY (1999)
 JC0069
 JC0069'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0069'MARK NOT FOUND.
 JC0069
 JC0069                          STATION RECOVERY (2001)
 JC0069
 JC0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0069'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0069
 JC0069                          STATION RECOVERY (2001)
 JC0069
 JC0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0069'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1200 ***********************************************************************
 LC1200  CBN         -  This is a Cooperative Base Network Control Station.
 LC1200  DESIGNATION -  4 A
 LC1200  PID         -  LC1200
 LC1200  STATE/COUNTY-  IL/LOGAN
 LC1200  USGS QUAD   -  NEW HOLLAND (1980)
 LC1200
 LC1200                         *CURRENT SURVEY CONTROL
 LC1200  ___________________________________________________________________
 LC1200* NAD 83(1997)-  40 13 06.89907(N)    089 35 27.47823(W)     ADJUSTED  
 LC1200* NAVD 88     -       161.916  (meters)     531.22   (feet)  ADJUSTED  
 LC1200  ___________________________________________________________________
 LC1200  X           -      34,817.757 (meters)                     COMP
 LC1200  Y           -  -4,877,045.638 (meters)                     COMP
 LC1200  Z           -   4,096,631.693 (meters)                     COMP
 LC1200  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 LC1200  ELLIP HEIGHT-         129.24  (meters)          (09/15/03) GPS OBS
 LC1200  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LC1200  DYNAMIC HT  -         161.834 (meters)     530.95  (feet)  COMP
 LC1200  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 LC1200
 LC1200  HORZ ORDER  -  A
 LC1200  VERT ORDER  -  SECOND    CLASS 0
 LC1200  ELLP ORDER  -  FOURTH    CLASS I
 LC1200
 LC1200.The horizontal coordinates were established by GPS observations
 LC1200.and adjusted by the National Geodetic Survey in September 2003..
 LC1200
 LC1200.The orthometric height was determined by differential leveling
 LC1200.and adjusted by the National Geodetic Survey in June 1991..
 LC1200
 LC1200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1200
 LC1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1200
 LC1200.The ellipsoidal height was determined by GPS observations
 LC1200.and is referenced to NAD 83.
 LC1200
 LC1200.The geoid height was determined by GEOID03.
 LC1200
 LC1200.The dynamic height is computed by dividing the NAVD 88
 LC1200.geopotential number by the normal gravity value computed on the
 LC1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1200.degrees latitude (g = 980.6199 gals.).
 LC1200
 LC1200.The modeled gravity was interpolated from observed gravity values.
 LC1200
 LC1200;                    North         East     Units Scale Factor Converg.
 LC1200;SPC IL W     -   394,416.083   749,001.430   MT  0.99997072   +0 22 18.3
 LC1200;SPC IL W     - 1,294,013.43  2,457,348.86   sFT  0.99997072   +0 22 18.3
 LC1200;UTM  16      - 4,455,238.250   279,530.079   MT  1.00019839   -1 40 25.2
 LC1200
 LC1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1200!SPC IL W     -   0.99997973  x   0.99997072  =   0.99995045
 LC1200!UTM  16      -   0.99997973  x   1.00019839  =   1.00017811
 LC1200
 LC1200                          SUPERSEDED SURVEY CONTROL
 LC1200
 LC1200  NAVD 88 (01/16/04)  161.92   (m)          531.2    (f) LEVELING    3  
 LC1200  NGVD 29 (??/??/92)  162.010  (m)          531.53   (f) ADJ UNCH    2 0
 LC1200
 LC1200.Superseded values are not recommended for survey control.
 LC1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1200.See file dsdata.txt to determine how the superseded data were derived.
 LC1200
 LC1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK7953055238(NAD 83)
 LC1200_MARKER: DD = SURVEY DISK
 LC1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1200_STAMPING: ILL 4 A 1930
 LC1200_MARK LOGO: ILDT  
 LC1200_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1200+STABILITY: SURFACE MOTION
 LC1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1200+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 LC1200
 LC1200  HISTORY     - Date     Condition        Report By
 LC1200  HISTORY     - 1930     MONUMENTED       USGS
 LC1200  HISTORY     - 1943     GOOD             NGS
 LC1200  HISTORY     - 20020702 GOOD             ILDT
 LC1200  HISTORY     - 20031103 GOOD             ILDT
 LC1200  HISTORY     - 20040202 GOOD             ILDT
 LC1200
 LC1200                          STATION DESCRIPTION
 LC1200
 LC1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LC1200'2 MI S FROM HARNESS.
 LC1200'2.0 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 LC1200'STATION AT HARNESS, LOGAN COUNTY, AT A ROAD CROSSING, 43 FEET WEST
 LC1200'OF THE CENTERLINE OF THE TRACK, 20 FEET NORTH OF THE CENTERLINE OF
 LC1200'THE ROAD, NEAR THE SOUTH QUARTER-CORNER OF SECTION 31, T 21 N, R 4
 LC1200'W, 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE CORNER, AND 5 FEET
 LC1200'BELOW THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 LC1200'STANDARD DISK, STAMPED ILL 4 A 1930 AND SET IN THE TOP OF A CONCRETE
 LC1200'POST.
 LC1200
 LC1200                          STATION RECOVERY (2002)
 LC1200
 LC1200'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (TEA)
 LC1200'TO REACH FROM THE BUSINESS DISTRICT(LINCOLN ST.) IN THE TOWN OF NEW
 LC1200'HOLLAND AND STATE RT IL 10. GO NORTH ALONG STATE RT IL.10 0.65
 LC1200'MILES TO A CURVE LEFT AND T INTERSECTION 100 AV. (COUNTY ROAD 14).
 LC1200'(COUNTY ROAD 14). TURN RIGHT (NORTH) 1.75 MILE ALONG 100 AV. TO A
 LC1200'CROSSROAD (2100 N). TURN LEFT (WEST) 0.52 MILE ALONG 2100 N TO
 LC1200'STATION ON RIGHT. STATION IS 21.4 FT NORTH OF CENTERLINE ROAD,
 LC1200'40.5 FT NNE OF WEST END OF CMP, 39.8 FT NNW OF EAST END OF CMP
 LC1200'FOR A FIELD ENTRANCE SOUTH SIDE OF ROAD.
 LC1200
 LC1200                          STATION RECOVERY (2003)
 LC1200
 LC1200'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 LC1200'RECOVERED AS DESCRIBED
 LC1200
 LC1200                          STATION RECOVERY (2004)
 LC1200
 LC1200'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DL)
 LC1200'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8131 ***********************************************************************
 DG8131  DESIGNATION -  4 DLS 1970
 DG8131  PID         -  DG8131
 DG8131  STATE/COUNTY-  IL/MASON
 DG8131  USGS QUAD   -  EASTON (1971)
 DG8131
 DG8131                         *CURRENT SURVEY CONTROL
 DG8131  ___________________________________________________________________
 DG8131* NAD 83(1997)-  40 14 19.36340(N)    089 50 50.31403(W)     ADJUSTED  
 DG8131* NAVD 88     -       153.8    (meters)     505.     (feet)  GPS OBS   
 DG8131  ___________________________________________________________________
 DG8131  X           -      12,993.548 (meters)                     COMP
 DG8131  Y           -  -4,875,702.770 (meters)                     COMP
 DG8131  Z           -   4,098,332.845 (meters)                     COMP
 DG8131  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DG8131  ELLIP HEIGHT-         121.00  (meters)          (02/03/05) GPS OBS
 DG8131  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 DG8131
 DG8131  HORZ ORDER  -  FIRST
 DG8131  ELLP ORDER  -  FOURTH    CLASS II
 DG8131
 DG8131.The horizontal coordinates were established by GPS observations
 DG8131.and adjusted by the National Geodetic Survey in December 2004..
 DG8131
 DG8131.The orthometric height was determined by GPS observations and a
 DG8131.high-resolution geoid model.
 DG8131
 DG8131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8131
 DG8131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8131
 DG8131.The ellipsoidal height was determined by GPS observations
 DG8131.and is referenced to NAD 83.
 DG8131
 DG8131.The geoid height was determined by GEOID03.
 DG8131
 DG8131;                    North         East     Units Scale Factor Converg.
 DG8131;SPC IL W     -   396,541.013   727,174.369   MT  0.99995026   +0 12 22.7
 DG8131;SPC IL W     - 1,300,984.97  2,385,737.91   sFT  0.99995026   +0 12 22.7
 DG8131;UTM  16      - 4,458,141.941   257,786.276   MT  1.00032226   -1 50 24.6
 DG8131
 DG8131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8131!SPC IL W     -   0.99998102  x   0.99995026  =   0.99993128
 DG8131!UTM  16      -   0.99998102  x   1.00032226  =   1.00030327
 DG8131
 DG8131                          SUPERSEDED SURVEY CONTROL
 DG8131
 DG8131  ELLIP H (12/06/04)  121.02   (m)                       GP(       ) 4 1
 DG8131
 DG8131.Superseded values are not recommended for survey control.
 DG8131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8131.See file dsdata.txt to determine how the superseded data were derived.
 DG8131
 DG8131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK5778658142(NAD 83)
 DG8131_MARKER: DD = SURVEY DISK
 DG8131_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG8131+WITH SETTING: INFORMATION.
 DG8131_STAMPING: 4 DLS 1970
 DG8131_MARK LOGO: USGS  
 DG8131_PROJECTION: FLUSH
 DG8131_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8131+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 DG8131_ROD/PIPE-DEPTH:  0.9 meters
 DG8131_SLEEVE-DEPTH  :  0.3 meters
 DG8131
 DG8131  HISTORY     - Date     Condition        Report By
 DG8131  HISTORY     - 1970     MONUMENTED       USGS
 DG8131  HISTORY     - 20040517 GOOD             ILDT
 DG8131
 DG8131                          STATION DESCRIPTION
 DG8131
 DG8131'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (CLW)
 DG8131'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION MAY 2004 0.5
 DG8131'MI. NORTHEAST OF EASTON.  LOCATED AT THE WEST SIDE OF T INTERSECTION
 DG8131'OF JCT. IL 10/ TR  1250N.  84.0 FT. WEST OF THE WEST EDGE OF IL 10,
 DG8131'1.1 FT. WEST OF N AND BC IN A POWER POLE.   BRASS  DISC ON A ROD.
 DG8131'STATION IS NEAR THE W QUARTER CORNER OF SECTION 30 T21N, R6W, 3RD P.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1043 ***********************************************************************
 MF1043  DESIGNATION -  4 LJ
 MF1043  PID         -  MF1043
 MF1043  STATE/COUNTY-  IL/HENRY
 MF1043  USGS QUAD   -  ANNAWAN (1983)
 MF1043
 MF1043                         *CURRENT SURVEY CONTROL
 MF1043  ___________________________________________________________________
 MF1043* NAD 83(1986)-  41 23 50.     (N)    089 54 18.     (W)     SCALED    
 MF1043* NAVD 88     -       190.595  (meters)     625.31   (feet)  ADJUSTED  
 MF1043  ___________________________________________________________________
 MF1043  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1043  DYNAMIC HT  -         190.519 (meters)     625.06  (feet)  COMP
 MF1043  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 MF1043
 MF1043  VERT ORDER  -  SECOND    CLASS 0
 MF1043
 MF1043.The horizontal coordinates were scaled from a topographic map and have
 MF1043.an estimated accuracy of +/- 6 seconds.
 MF1043
 MF1043.The orthometric height was determined by differential leveling
 MF1043.and adjusted by the National Geodetic Survey in June 1991..
 MF1043
 MF1043.The geoid height was determined by GEOID03.
 MF1043
 MF1043.The dynamic height is computed by dividing the NAVD 88
 MF1043.geopotential number by the normal gravity value computed on the
 MF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1043.degrees latitude (g = 980.6199 gals.).
 MF1043
 MF1043.The modeled gravity was interpolated from observed gravity values.
 MF1043
 MF1043;                    North         East    Units  Estimated Accuracy
 MF1043;SPC IL W     -   525,170.      721,880.      MT  (+/- 180 meters Scaled)
 MF1043
 MF1043                          SUPERSEDED SURVEY CONTROL
 MF1043
 MF1043  NGVD 29 (??/??/92)  190.663  (m)          625.53   (f) ADJ UNCH    2 0
 MF1043
 MF1043.Superseded values are not recommended for survey control.
 MF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1043.See file dsdata.txt to determine how the superseded data were derived.
 MF1043
 MF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL571869(NAD 83)
 MF1043_MARKER: DD = SURVEY DISK
 MF1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1043_SP_SET: SIDEWALK
 MF1043_STAMPING: 4LJ 1928
 MF1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1043
 MF1043  HISTORY     - Date     Condition        Report By
 MF1043  HISTORY     - 1928     MONUMENTED       USGS
 MF1043  HISTORY     - 1959     POOR             NGS
 MF1043  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 MF1043  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MF1043  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MF1043
 MF1043                          STATION DESCRIPTION
 MF1043
 MF1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1043'AT ANNAWAN.
 MF1043'AT ANNAWAN, AT THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MF1043'HIGHWAY 78, 78 FEET WEST OF THE CENTER LINE OF HIGHWAY 78, AT
 MF1043'THE NORTHWEST CORNER OF THE BROOMLENY GENERAL STORE, 6 FEET
 MF1043'NORTH OF THE NORTH EDGE OF THE BUILDING, IN THE TOP OF THE
 MF1043'SIDEWALK, ABOUT 8 INCHES SOUTH OF THE SOUTH CURB OF HIGHWAY
 MF1043'6, ABOUT LEVEL WITH THE SIDEWALK.  NOTE-- THIS IS A VERY POOR
 MF1043'MARK SINCE IT IS SET IN THE TOP OF A SIDEWALK THAT IS NOW
 MF1043'HEAVED AND SLANTS VERY MUCH.  EXTREME CAUTION SHOULD BE TAKEN
 MF1043'IN USING ITS ELEVATION.
 MF1043
 MF1043                          STATION RECOVERY (1996)
 MF1043
 MF1043'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1043'MARK NOT FOUND.
 MF1043
 MF1043                          STATION RECOVERY (2001)
 MF1043
 MF1043'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1043'BROOMLENY STORE AND DESCRIBED SIDEWALK NO LONGER EXIST. MARK BELIEVED
 MF1043'DESTROYED
 MF1043
 MF1043                          STATION RECOVERY (2004)
 MF1043
 MF1043'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1163 ***********************************************************************
 JC1163  DESIGNATION -  4 LOCK 27 RM
 JC1163  PID         -  JC1163
 JC1163  STATE/COUNTY-  IL/MADISON
 JC1163  USGS QUAD   -  GRANITE CITY (1998)
 JC1163
 JC1163                         *CURRENT SURVEY CONTROL
 JC1163  ___________________________________________________________________
 JC1163* NAD 83(1986)-  38 42 09.     (N)    090 10 51.     (W)     SCALED    
 JC1163* NAVD 88     -       131.533  (meters)     431.54   (feet)  ADJUSTED  
 JC1163  ___________________________________________________________________
 JC1163  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC1163  DYNAMIC HT  -         131.449 (meters)     431.26  (feet)  COMP
 JC1163  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JC1163
 JC1163  VERT ORDER  -  FIRST     CLASS II
 JC1163
 JC1163.The horizontal coordinates were scaled from a topographic map and have
 JC1163.an estimated accuracy of +/- 6 seconds.
 JC1163
 JC1163.The orthometric height was determined by differential leveling
 JC1163.and adjusted by the National Geodetic Survey in June 1991..
 JC1163
 JC1163.The geoid height was determined by GEOID03.
 JC1163
 JC1163.The dynamic height is computed by dividing the NAVD 88
 JC1163.geopotential number by the normal gravity value computed on the
 JC1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1163.degrees latitude (g = 980.6199 gals.).
 JC1163
 JC1163.The modeled gravity was interpolated from observed gravity values.
 JC1163
 JC1163;                    North         East    Units  Estimated Accuracy
 JC1163;SPC IL W     -   225,950.      698,770.      MT  (+/- 180 meters Scaled)
 JC1163
 JC1163                          SUPERSEDED SURVEY CONTROL
 JC1163
 JC1163  NGVD 29 (??/??/??)  131.499  (m)          431.43   (f) ADJUSTED    1 2
 JC1163
 JC1163.Superseded values are not recommended for survey control.
 JC1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1163.See file dsdata.txt to determine how the superseded data were derived.
 JC1163
 JC1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC451875(NAD 83)
 JC1163_MARKER: DD = SURVEY DISK
 JC1163_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JC1163_SP_SET: MASSIVE CONCRETE
 JC1163_STAMPING: RM 4
 JC1163_MARK LOGO: USE   
 JC1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1163+STABILITY: POSITION/ELEVATION WELL
 JC1163
 JC1163  HISTORY     - Date     Condition        Report By
 JC1163  HISTORY     - UNK      MONUMENTED       DOD
 JC1163  HISTORY     - 1981     GOOD             NGS
 JC1163
 JC1163                          STATION DESCRIPTION
 JC1163
 JC1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1163'IN GRANITE CITY.
 JC1163'IN GRANITE CITY, AT THE U.S. ARMY CORPS ENGINEERS LOCK NUMBER 27 NEAR
 JC1163'THE SOUTH COUNER OF THE UPPER INTERMEDIATE CONTROL BUILDING, BETWEEN
 JC1163'THE TWO LOCKS, 47.55 METERS (156.0 FEET) SOUTHEAST OF THE SOUTHCORNER
 JC1163'OF THE BUILDING, 1.12 METERS (3.7 FEET) NORTHWEST OF THE NORTHWEST
 JC1163'EDGE OF THE SOUTHEAST LOCK CHANNEL.
 JC1163'THE MARK IS ABOVE LEVEL WITH TOP OF LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0638 ***********************************************************************
 MF0638  DESIGNATION -  4 M
 MF0638  PID         -  MF0638
 MF0638  STATE/COUNTY-  IL/LEE
 MF0638  USGS QUAD   -  WALTON (1982)
 MF0638
 MF0638                         *CURRENT SURVEY CONTROL
 MF0638  ___________________________________________________________________
 MF0638* NAD 83(1986)-  41 42 53.     (N)    089 29 49.     (W)     SCALED    
 MF0638* NAVD 88     -       214.660  (meters)     704.26   (feet)  ADJUSTED  
 MF0638  ___________________________________________________________________
 MF0638  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0638  DYNAMIC HT  -         214.579 (meters)     704.00  (feet)  COMP
 MF0638  MODELED GRAV-     980,243.6   (mgal)                       NAVD 88
 MF0638
 MF0638  VERT ORDER  -  SECOND    CLASS 0
 MF0638
 MF0638.The horizontal coordinates were scaled from a topographic map and have
 MF0638.an estimated accuracy of +/- 6 seconds.
 MF0638
 MF0638.The orthometric height was determined by differential leveling
 MF0638.and adjusted by the National Geodetic Survey in June 1991..
 MF0638
 MF0638.The geoid height was determined by GEOID03.
 MF0638
 MF0638.The dynamic height is computed by dividing the NAVD 88
 MF0638.geopotential number by the normal gravity value computed on the
 MF0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0638.degrees latitude (g = 980.6199 gals.).
 MF0638
 MF0638.The modeled gravity was interpolated from observed gravity values.
 MF0638
 MF0638;                    North         East    Units  Estimated Accuracy
 MF0638;SPC IL W     -   560,620.      755,730.      MT  (+/- 180 meters Scaled)
 MF0638
 MF0638                          SUPERSEDED SURVEY CONTROL
 MF0638
 MF0638  NGVD 29 (??/??/92)  214.723  (m)          704.47   (f) ADJ UNCH    2 0
 MF0638
 MF0638.Superseded values are not recommended for survey control.
 MF0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0638.See file dsdata.txt to determine how the superseded data were derived.
 MF0638
 MF0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM922211(NAD 83)
 MF0638_MARKER: DD = SURVEY DISK
 MF0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0638_STAMPING: ILL 1934 4 M
 MF0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0638+STABILITY: SURFACE MOTION
 MF0638
 MF0638  HISTORY     - Date     Condition        Report By
 MF0638  HISTORY     - 1939     MONUMENTED       USGS
 MF0638  HISTORY     - 1934     GOOD             NGS
 MF0638  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF0638  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF0638  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 MF0638
 MF0638                          STATION DESCRIPTION
 MF0638
 MF0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF0638'3.5 MI E FROM HARMON.
 MF0638'3.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0638'RAILROAD FROM THE STATION AT HARMON, LEE COUNTY, 0.3 MILE NORTH
 MF0638'OF A SCHOOLHOUSE AT A ROAD CROSSING, 66 FEET NORTH OF THE
 MF0638'CENTERLINE OF A HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF
 MF0638'THE ROAD, AND 1 FOOT EAST OF A FENCE.  A UNITED STATES GEOLOGICAL
 MF0638'SURVEY STANDARD DISK, STAMPED ILL 1939 4 M AND SET IN THE TOP
 MF0638'OF A CONCRETE POST.
 MF0638
 MF0638                          STATION RECOVERY (1995)
 MF0638
 MF0638'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0638'MARK NOT FOUND.
 MF0638
 MF0638                          STATION RECOVERY (2002)
 MF0638
 MF0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0638'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0638
 MF0638                          STATION RECOVERY (2003)
 MF0638
 MF0638'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0331 ***********************************************************************
 HB0331  DESIGNATION -  4 USE
 HB0331  PID         -  HB0331
 HB0331  STATE/COUNTY-  IL/MASSAC
 HB0331  USGS QUAD   -  METROPOLIS (1996)
 HB0331
 HB0331                         *CURRENT SURVEY CONTROL
 HB0331  ___________________________________________________________________
 HB0331* NAD 83(1986)-  37 08 39.     (N)    088 43 55.     (W)     SCALED    
 HB0331* NAVD 88     -       101.080  (meters)     331.63   (feet)  ADJUSTED  
 HB0331  ___________________________________________________________________
 HB0331  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HB0331  DYNAMIC HT  -         101.007 (meters)     331.39  (feet)  COMP
 HB0331  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 HB0331
 HB0331  VERT ORDER  -  SECOND    CLASS 0
 HB0331
 HB0331.The horizontal coordinates were scaled from a topographic map and have
 HB0331.an estimated accuracy of +/- 6 seconds.
 HB0331
 HB0331.The orthometric height was determined by differential leveling
 HB0331.and adjusted by the National Geodetic Survey in June 1991..
 HB0331
 HB0331.The geoid height was determined by GEOID03.
 HB0331
 HB0331.The dynamic height is computed by dividing the NAVD 88
 HB0331.geopotential number by the normal gravity value computed on the
 HB0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0331.degrees latitude (g = 980.6199 gals.).
 HB0331
 HB0331.The modeled gravity was interpolated from observed gravity values.
 HB0331
 HB0331;                    North         East    Units  Estimated Accuracy
 HB0331;SPC IL E     -    53,060.      264,590.      MT  (+/- 180 meters Scaled)
 HB0331
 HB0331                          SUPERSEDED SURVEY CONTROL
 HB0331
 HB0331  NGVD 29 (??/??/??)  101.124  (m)          331.77   (f) ADJUSTED    2 0
 HB0331
 HB0331.Superseded values are not recommended for survey control.
 HB0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0331.See file dsdata.txt to determine how the superseded data were derived.
 HB0331
 HB0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG461122(NAD 83)
 HB0331_MARKER: P = PIPE CAP
 HB0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0331_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0331
 HB0331  HISTORY     - Date     Condition        Report By
 HB0331  HISTORY     - UNK      MONUMENTED       DOD
 HB0331  HISTORY     - 1968     MARK NOT FOUND   CGS
 HB0331
 HB0331                          STATION DESCRIPTION
 HB0331
 HB0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HB0331'AT METROPOLIS.
 HB0331'AT METROPOLIS, MASSAC COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HB0331'30 YARDS SOUTHWEST OF THE STATION, 20 YARDS SOUTH OF THE
 HB0331'TRACK, ON THE WEST SIDE OF A STREET, AND BETWEEN THE SIDEWALK AND
 HB0331'THE CURB.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP,
 HB0331'FASTENED ON TOP OF A 3 INCH IRON PIPE.  NOTE-- A SEWER OR WATER
 HB0331'LINE HAS BEEN DUG BETWEEN THE SIDEWALK AND THE CURB WHERE THE
 HB0331'MARK WAS LOCATED AND IT IS PRESUMED THAT THE MARK MAY HAVE BEEN
 HB0331'DESTROYED DURING THE LAYING OF THIS LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0370 ***********************************************************************
 MG0370  DESIGNATION -  40
 MG0370  PID         -  MG0370
 MG0370  STATE/COUNTY-  IL/ROCK ISLAND
 MG0370  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0370
 MG0370                         *CURRENT SURVEY CONTROL
 MG0370  ___________________________________________________________________
 MG0370* NAD 83(1986)-  41 31 00.     (N)    090 33 51.     (W)     SCALED    
 MG0370* NAVD 88     -       175.847  (meters)     576.92   (feet)  ADJUSTED  
 MG0370  ___________________________________________________________________
 MG0370  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0370  DYNAMIC HT  -         175.779 (meters)     576.70  (feet)  COMP
 MG0370  MODELED GRAV-     980,231.7   (mgal)                       NAVD 88
 MG0370
 MG0370  VERT ORDER  -  SECOND    CLASS 0
 MG0370
 MG0370.The horizontal coordinates were scaled from a topographic map and have
 MG0370.an estimated accuracy of +/- 6 seconds.
 MG0370
 MG0370.The orthometric height was determined by differential leveling
 MG0370.and adjusted by the National Geodetic Survey in June 1991..
 MG0370
 MG0370.The geoid height was determined by GEOID03.
 MG0370
 MG0370.The dynamic height is computed by dividing the NAVD 88
 MG0370.geopotential number by the normal gravity value computed on the
 MG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0370.degrees latitude (g = 980.6199 gals.).
 MG0370
 MG0370.The modeled gravity was interpolated from observed gravity values.
 MG0370
 MG0370;                    North         East    Units  Estimated Accuracy
 MG0370;SPC IL W     -   538,480.      666,820.      MT  (+/- 180 meters Scaled)
 MG0370
 MG0370                          SUPERSEDED SURVEY CONTROL
 MG0370
 MG0370  NGVD 29 (??/??/92)  175.907  (m)          577.12   (f) ADJ UNCH    2 0
 MG0370
 MG0370.Superseded values are not recommended for survey control.
 MG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0370.See file dsdata.txt to determine how the superseded data were derived.
 MG0370
 MG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF032989(NAD 83)
 MG0370_MARKER: DD = SURVEY DISK
 MG0370_SETTING: 66 = SET IN ROCK OUTCROP
 MG0370_SP_SET: STONE CUT
 MG0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MG0370+STABILITY: POSITION/ELEVATION WELL
 MG0370
 MG0370  HISTORY     - Date     Condition        Report By
 MG0370  HISTORY     - UNK      MONUMENTED       USE
 MG0370  HISTORY     - 1935     GOOD             NGS
 MG0370  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 MG0370  HISTORY     - 19960816 GOOD             USPSQD
 MG0370  HISTORY     - 20041021 MARK NOT FOUND   GEOCAC
 MG0370
 MG0370                          STATION DESCRIPTION
 MG0370
 MG0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0370'AT ARSENAL ISLAND.
 MG0370'NEAR ROCK ISLAND, ROCK ISLAND COUNTY, AT THE WEST END OF ARSENAL
 MG0370'ISLAND, AT THE STONE TOWER OF ARSENAL 2, IN THE EAST SIDE OF THE
 MG0370'NORTHEAST CORNER OF THE BASE, 5 FEET FROM THE NORTH FACE OF THE
 MG0370'TOWER, AND 4 FEET HIGHER THAN THE GROUND.  THE CENTER OF A COPPER
 MG0370'BOLT LEADED HORIZONTALLY AND SURROUNDED BY THE LETTERS USPBM CUT
 MG0370'IN THE STONE.
 MG0370
 MG0370                          STATION RECOVERY (1996)
 MG0370
 MG0370'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0370'MARK NOT FOUND.
 MG0370
 MG0370                          STATION RECOVERY (1996)
 MG0370
 MG0370'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0370'RECOVERED IN GOOD CONDITION.
 MG0370
 MG0370                          STATION RECOVERY (2004)
 MG0370
 MG0370'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 MG0370'MARK NOT FOUND. THE DESCRIBED BOLT AND CUT LETTERS ARE NOT AT THE
 MG0370'DESCRIBED LOCATION. THERE IS A US ARMY CORPS OF ENGINEERS DISK STAMPED
 MG0370'REFERENCE MARK FOR PEM 1 1881 ONE FOOT (WITH ARROW POINTING
 MG0370'HORIZONTALLY TO THE NORTH) AT THE DESCRIBED LOCATION. THE BUILDING
 MG0370'PREVIOUSLY DESCRIBED AS ARSENAL 2 IS NOW COMMONLY KNOWN AS THE CLOCK
 MG0370'TOWER BUILDING, AND IS THE MOST PROMINENT BUILDING NEAR THE WEST END
 MG0370'OF THE ARSENAL.  HANDHELD COORDINATES FOR THE REFERENCE MARK DISK ARE
 MG0370'N41-31-00.48 W090-33-50.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0945 ***********************************************************************
 KB0945  DESIGNATION -  40 A
 KB0945  PID         -  KB0945
 KB0945  STATE/COUNTY-  IL/SANGAMON
 KB0945  USGS QUAD   -  LOAMI (1981)
 KB0945
 KB0945                         *CURRENT SURVEY CONTROL
 KB0945  ___________________________________________________________________
 KB0945* NAD 83(1986)-  39 44 32.     (N)    089 46 18.     (W)     SCALED    
 KB0945* NAVD 88     -       190.571  (meters)     625.23   (feet)  ADJUSTED  
 KB0945  ___________________________________________________________________
 KB0945  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KB0945  DYNAMIC HT  -         190.466 (meters)     624.89  (feet)  COMP
 KB0945  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 KB0945
 KB0945  VERT ORDER  -  FIRST     CLASS II
 KB0945
 KB0945.The horizontal coordinates were scaled from a topographic map and have
 KB0945.an estimated accuracy of +/- 6 seconds.
 KB0945
 KB0945.The orthometric height was determined by differential leveling
 KB0945.and adjusted by the National Geodetic Survey in June 1991..
 KB0945
 KB0945.The geoid height was determined by GEOID03.
 KB0945
 KB0945.The dynamic height is computed by dividing the NAVD 88
 KB0945.geopotential number by the normal gravity value computed on the
 KB0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0945.degrees latitude (g = 980.6199 gals.).
 KB0945
 KB0945.The modeled gravity was interpolated from observed gravity values.
 KB0945
 KB0945;                    North         East    Units  Estimated Accuracy
 KB0945;SPC IL W     -   341,440.      733,860.      MT  (+/- 180 meters Scaled)
 KB0945
 KB0945                          SUPERSEDED SURVEY CONTROL
 KB0945
 KB0945  NGVD 29 (??/??/92)  190.668  (m)          625.55   (f) ADJ UNCH    1 2
 KB0945
 KB0945.Superseded values are not recommended for survey control.
 KB0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0945.See file dsdata.txt to determine how the superseded data were derived.
 KB0945
 KB0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK625028(NAD 83)
 KB0945_MARKER: DD = SURVEY DISK
 KB0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0945_STAMPING: ILL 40 A 1922
 KB0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0945+STABILITY: SURFACE MOTION
 KB0945
 KB0945  HISTORY     - Date     Condition        Report By
 KB0945  HISTORY     - 1922     MONUMENTED       USGS
 KB0945  HISTORY     - 1933     GOOD             NGS
 KB0945
 KB0945                          STATION DESCRIPTION
 KB0945
 KB0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0945'AT CURRAN.
 KB0945'AT CURRAN, SANGAMON COUNTY, ABOUT 380 FEET NORTH OF THE WABASH
 KB0945'RAILROAD STATION, AT THE NORTHWEST CORNER OF THE INTERSECTION
 KB0945'OF U.S. HIGHWAY 36 AND A NORTH-AND-SOUTH ROAD, 21 FEET WEST OF
 KB0945'THE ROAD, 22 FEET NORTH OF THE HIGHWAY, 6 FEET WEST OF A FENCE
 KB0945'CORNER, AND 1 FOOT WEST OF A HIGHWAY RIGHT-OF-WAY POST.  A UNITED
 KB0945'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILL. 40 A 1922
 KB0945'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0016 ***********************************************************************
 HB0016  DESIGNATION -  40 USGS
 HB0016  PID         -  HB0016
 HB0016  STATE/COUNTY-  IL/WHITE
 HB0016  USGS QUAD   -  NORRIS CITY (1963)
 HB0016
 HB0016                         *CURRENT SURVEY CONTROL
 HB0016  ___________________________________________________________________
 HB0016* NAD 83(1986)-  37 59 58.     (N)    088 20 02.     (W)     SCALED    
 HB0016* NAVD 88     -       122.674  (meters)     402.47   (feet)  ADJUSTED  
 HB0016  ___________________________________________________________________
 HB0016  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 HB0016  DYNAMIC HT  -         122.591 (meters)     402.20  (feet)  COMP
 HB0016  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 HB0016
 HB0016  VERT ORDER  -  SECOND    CLASS 0
 HB0016
 HB0016.The horizontal coordinates were scaled from a topographic map and have
 HB0016.an estimated accuracy of +/- 6 seconds.
 HB0016
 HB0016.The orthometric height was determined by differential leveling
 HB0016.and adjusted by the National Geodetic Survey in June 1991..
 HB0016
 HB0016.The geoid height was determined by GEOID03.
 HB0016
 HB0016.The dynamic height is computed by dividing the NAVD 88
 HB0016.geopotential number by the normal gravity value computed on the
 HB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0016.degrees latitude (g = 980.6199 gals.).
 HB0016
 HB0016.The modeled gravity was interpolated from observed gravity values.
 HB0016
 HB0016;                    North         East    Units  Estimated Accuracy
 HB0016;SPC IL E     -   147,910.      299,950.      MT  (+/- 180 meters Scaled)
 HB0016
 HB0016                          SUPERSEDED SURVEY CONTROL
 HB0016
 HB0016  NGVD 29 (??/??/??)  122.781  (m)          402.82   (f) ADJUSTED    2 0
 HB0016
 HB0016.Superseded values are not recommended for survey control.
 HB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0016.See file dsdata.txt to determine how the superseded data were derived.
 HB0016
 HB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH828065(NAD 83)
 HB0016_MARKER: Q = CHISELED SQUARE
 HB0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0016_SP_SET: CULVERT
 HB0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0016
 HB0016  HISTORY     - Date     Condition        Report By
 HB0016  HISTORY     - UNK      MONUMENTED       USGS
 HB0016  HISTORY     - 1935     GOOD             CGS
 HB0016  HISTORY     - 1970     POOR             USGS
 HB0016
 HB0016                          STATION DESCRIPTION
 HB0016
 HB0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0016'1.3 MI N FROM NORRIS CITY.
 HB0016'1.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 HB0016'STATION AT NORRIS CITY, WHITE COUNTY, AT PIPE CULVERT 1384/10,
 HB0016'AND ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST LIMESTONE
 HB0016'HEADWALL.  A CHISELED SQUARE.
 HB0016
 HB0016                          STATION RECOVERY (1970)
 HB0016
 HB0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HB0016'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0623 ***********************************************************************
 HB0623  DESIGNATION -  401
 HB0623  PID         -  HB0623
 HB0623  STATE/COUNTY-  IL/JACKSON
 HB0623  USGS QUAD   -  DE SOTO (1978)
 HB0623
 HB0623                         *CURRENT SURVEY CONTROL
 HB0623  ___________________________________________________________________
 HB0623* NAD 83(1986)-  37 48 51.     (N)    089 13 37.     (W)     SCALED    
 HB0623* NAVD 88     -       122.197  (meters)     400.91   (feet)  ADJUSTED  
 HB0623  ___________________________________________________________________
 HB0623  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HB0623  DYNAMIC HT  -         122.114 (meters)     400.64  (feet)  COMP
 HB0623  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 HB0623
 HB0623  VERT ORDER  -  FIRST     CLASS II
 HB0623
 HB0623.The horizontal coordinates were scaled from a topographic map and have
 HB0623.an estimated accuracy of +/- 6 seconds.
 HB0623
 HB0623.The orthometric height was determined by differential leveling
 HB0623.and adjusted by the National Geodetic Survey in June 1991..
 HB0623
 HB0623.The geoid height was determined by GEOID03.
 HB0623
 HB0623.The dynamic height is computed by dividing the NAVD 88
 HB0623.geopotential number by the normal gravity value computed on the
 HB0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0623.degrees latitude (g = 980.6199 gals.).
 HB0623
 HB0623.The modeled gravity was interpolated from observed gravity values.
 HB0623
 HB0623;                    North         East    Units  Estimated Accuracy
 HB0623;SPC IL W     -   127,760.      782,740.      MT  (+/- 180 meters Scaled)
 HB0623
 HB0623                          SUPERSEDED SURVEY CONTROL
 HB0623
 HB0623  NGVD 29 (??/??/??)  122.291  (m)          401.22   (f) ADJUSTED    1 2
 HB0623
 HB0623.Superseded values are not recommended for survey control.
 HB0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0623.See file dsdata.txt to determine how the superseded data were derived.
 HB0623
 HB0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG039875(NAD 83)
 HB0623_MARKER: P = PIPE CAP
 HB0623_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0623_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0623_STAMPING: 401 1907
 HB0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0623
 HB0623  HISTORY     - Date     Condition        Report By
 HB0623  HISTORY     - 1907     MONUMENTED       USGS
 HB0623  HISTORY     - 1954     GOOD             CGS
 HB0623  HISTORY     - 1969     MARK NOT FOUND   CGS
 HB0623
 HB0623                          STATION DESCRIPTION
 HB0623
 HB0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0623'AT DE SOTO.
 HB0623'AT DE SOTO, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 44 YARDS
 HB0623'SOUTH OF THE STATION, 223 FEET NORTHEAST AND ACROSS TRACK FROM
 HB0623'MILE POST 302, 18 1/2 FEET EAST OF EAST RAIL OF EAST MAIN TRACK,
 HB0623'AT THE NORTHWEST CORNER OF LOT OF A 2-STORY SECTION HOUSE,
 HB0623'136 FEET SOUTH OF SOUTHWEST CORNER OF THE STATION, 79 FEET
 HB0623'NORTHWEST OF NORTHWEST CORNER OF SECTION HOUSE, 26.2 FEET
 HB0623'WEST OF THE SECOND TELEPHONE POLE SOUTH OF STATION, 1/2 FOOT
 HB0623'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL
 HB0623'OF TRACK AND IS A U.S.G.S. CAP ON PIPE ABOUT 5 INCHES BELOW
 HB0623'SURFACE OF GROUND.  NOTE-- THE RR STATION REFERRED TO IN THE OLD
 HB0623'DESCRIPTION IS NO LONGER THERE AND THE AREA IS NOW USED FOR
 HB0623'PARKING SPACE.
 HB0623
 HB0623                          STATION RECOVERY (1969)
 HB0623
 HB0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0562 ***********************************************************************
 HB0562  DESIGNATION -  402
 HB0562  PID         -  HB0562
 HB0562  STATE/COUNTY-  IL/FRANKLIN
 HB0562  USGS QUAD   -  ELKVILLE (1978)
 HB0562
 HB0562                         *CURRENT SURVEY CONTROL
 HB0562  ___________________________________________________________________
 HB0562* NAD 83(1986)-  37 59 27.     (N)    089 08 12.     (W)     SCALED    
 HB0562* NAVD 88     -       122.246  (meters)     401.07   (feet)  ADJUSTED  
 HB0562  ___________________________________________________________________
 HB0562  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HB0562  DYNAMIC HT  -         122.166 (meters)     400.81  (feet)  COMP
 HB0562  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 HB0562
 HB0562  VERT ORDER  -  FIRST     CLASS II
 HB0562
 HB0562.The horizontal coordinates were scaled from a topographic map and have
 HB0562.an estimated accuracy of +/- 6 seconds.
 HB0562
 HB0562.The orthometric height was determined by differential leveling
 HB0562.and adjusted by the National Geodetic Survey in June 1991..
 HB0562
 HB0562.The geoid height was determined by GEOID03.
 HB0562
 HB0562.The dynamic height is computed by dividing the NAVD 88
 HB0562.geopotential number by the normal gravity value computed on the
 HB0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0562.degrees latitude (g = 980.6199 gals.).
 HB0562
 HB0562.The modeled gravity was interpolated from observed gravity values.
 HB0562
 HB0562;                    North         East    Units  Estimated Accuracy
 HB0562;SPC IL E     -   147,260.      229,430.      MT  (+/- 180 meters Scaled)
 HB0562
 HB0562                          SUPERSEDED SURVEY CONTROL
 HB0562
 HB0562  NGVD 29 (??/??/??)  122.339  (m)          401.37   (f) ADJUSTED    1 2
 HB0562
 HB0562.Superseded values are not recommended for survey control.
 HB0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0562.See file dsdata.txt to determine how the superseded data were derived.
 HB0562
 HB0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH123069(NAD 83)
 HB0562_MARKER: P = PIPE CAP
 HB0562_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0562_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0562_STAMPING: 402 1906 ILLINOIS
 HB0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0562
 HB0562  HISTORY     - Date     Condition        Report By
 HB0562  HISTORY     - 1906     MONUMENTED       USGS
 HB0562  HISTORY     - 1949     GOOD             CGS
 HB0562
 HB0562                          STATION DESCRIPTION
 HB0562
 HB0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0562'2 MI NW FROM MULKEYTOWN.
 HB0562'2.05 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0562'MAIN STREET CROSSING AT MULKEYTOWN, ABOUT 0.35 MILE SOUTHEAST OF
 HB0562'TRESTLE ACROSS LITTLE MUDDY RIVER AND PERRY-FRANKLIN COUNTY LINE,
 HB0562'59.1 FEET NORTHEAST AND ACROSS THE TRACK FROM MILE POST E 77, 45
 HB0562'FEET NORTHEAST OF THE NORTHEAST RAIL, 9 FEET NORTHWEST OF A FORKED
 HB0562'OAK TREE THAT IS IN THE R/W FENCE, 3 FEET NORTHEAST OF THE R/W
 HB0562'FENCE, ABOUT IN LINE WITH A FENCE RUNNING NORTH, ABOUT 4 FEET BELOW
 HB0562'THE LEVEL OF THE TRACK, AND PROJECTING ABOUT 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1872 ***********************************************************************
 ME1872  DESIGNATION -  404
 ME1872  PID         -  ME1872
 ME1872  STATE/COUNTY-  IL/COOK
 ME1872  USGS QUAD   -  LAKE CALUMET (1997)
 ME1872
 ME1872                         *CURRENT SURVEY CONTROL
 ME1872  ___________________________________________________________________
 ME1872* NAD 83(1986)-  41 44 14.     (N)    087 33 55.     (W)     SCALED    
 ME1872* NAVD 88     -       178.050  (meters)     584.15   (feet)  ADJUSTED  
 ME1872  ___________________________________________________________________
 ME1872  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1872  DYNAMIC HT  -         177.988 (meters)     583.95  (feet)  COMP
 ME1872  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 ME1872
 ME1872  VERT ORDER  -  FIRST     CLASS I
 ME1872
 ME1872.The horizontal coordinates were scaled from a topographic map and have
 ME1872.an estimated accuracy of +/- 6 seconds.
 ME1872
 ME1872.The orthometric height was determined by differential leveling
 ME1872.and adjusted by the National Geodetic Survey in June 1991..
 ME1872.WARNING-Repeat measurements at this control monument indicate possible
 ME1872.vertical movement.
 ME1872
 ME1872.The geoid height was determined by GEOID03.
 ME1872
 ME1872.The dynamic height is computed by dividing the NAVD 88
 ME1872.geopotential number by the normal gravity value computed on the
 ME1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1872.degrees latitude (g = 980.6199 gals.).
 ME1872
 ME1872.The modeled gravity was interpolated from observed gravity values.
 ME1872
 ME1872;                    North         East    Units  Estimated Accuracy
 ME1872;SPC IL E     -   563,200.      363,890.      MT  (+/- 180 meters Scaled)
 ME1872
 ME1872                          SUPERSEDED SURVEY CONTROL
 ME1872
 ME1872  NGVD 29 (01/19/93)  178.161  (m)          584.52   (f) ADJUSTED    1 1
 ME1872
 ME1872.Superseded values are not recommended for survey control.
 ME1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1872.See file dsdata.txt to determine how the superseded data were derived.
 ME1872
 ME1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM529207(NAD 83)
 ME1872_MARKER: B = BOLT
 ME1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1872_SP_SET: CONCRETE POST
 ME1872_MARK LOGO: NONE  
 ME1872_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1872+STABILITY: SURFACE MOTION
 ME1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1872+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1872
 ME1872  HISTORY     - Date     Condition        Report By
 ME1872  HISTORY     - UNK      MONUMENTED       IL1670
 ME1872  HISTORY     - 1968     GOOD             NGS
 ME1872  HISTORY     - 1977     GOOD             NGS
 ME1872  HISTORY     - 19920806 GOOD             NGS
 ME1872
 ME1872                          STATION DESCRIPTION
 ME1872
 ME1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1872'AT CHICAGO.
 ME1872'AT CHICAGO, 0.15 MILE EAST ALONG 87 TH STREET FROM THE PENN
 ME1872'CENTRAL OVERPASS OVER THE STREET, NEAR THE INTERSECTION OF
 ME1872'PHILLIPS AVENUE AND 87 THE STREET, A 1/2 INCH COPPER BOLT SET IN
 ME1872'THE TOP OF A CONCRETE POST COVERED BY AN 8-INCH SQUARE IRON
 ME1872'BOX COVER WITH CHICAGO STANDARD BENCH MARK INSCRIBED ON TOP,
 ME1872'98 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK ALONG THE NORTH
 ME1872'SIDE OF 87 TH STREET, 9.2 FEET WEST OF THE WEST CURB OF PHILLIPS
 ME1872'AVENUE, 1.7 FEET EAST OF THE EAST EDGE OF THE SIDEWALK ALONG THE
 ME1872'WEST SIDE OF PHILLIPS AVENUE, 28.0 FEET EAST OF THE SOUTHEAST
 ME1872'CORNER OF THE RESIDENCE AT 8648 PHILLIPS AVENUE, ABOUT LEVEL WITH
 ME1872'THE SIDEWALK AND 1 INCH BELOW THE LEVEL OF THE GROUND.
 ME1872
 ME1872                          STATION RECOVERY (1977)
 ME1872
 ME1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1872'RECOVERED IN GOOD CONDITION.
 ME1872
 ME1872                          STATION RECOVERY (1992)
 ME1872
 ME1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1872'IN CHICAGO, AT THE INTERSECTION OF EAST 87TH STREET AND SOUTH PHILLIPS
 ME1872'AVENUE, 40.0 M (131.2 FT) NORTH OF THE STREET CENTERLINE, 8.4 M
 ME1872'(27.6 FT) EAST OF THE SOUTHEAST CORNER OF A HOUSE AT 8648 SOUTH
 ME1872'PHILLIPS AVENUE, 7.6 M (24.9 FT) WEST OF AND LEVEL WITH THE CENTER OF
 ME1872'THE AVENUE, AND 0.5 M (1.6 FT) EAST OF THE EAST EDGE OF A SIDEWALK.
 ME1872'NOTE--ACCESS TO THE MONUMENT IS THROUGH A 6-INCH METAL COVER
 ME1872'INSCRIBED CHICAGO STANDARD BENCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0879 ***********************************************************************
 HB0879  DESIGNATION -  404
 HB0879  PID         -  HB0879
 HB0879  STATE/COUNTY-  IL/UNION
 HB0879  USGS QUAD   -  JONESBORO (1996)
 HB0879
 HB0879                         *CURRENT SURVEY CONTROL
 HB0879  ___________________________________________________________________
 HB0879* NAD 83(1986)-  37 28 02.     (N)    089 18 10.     (W)     SCALED    
 HB0879* NAVD 88     -       123.375  (meters)     404.77   (feet)  ADJUSTED  
 HB0879  ___________________________________________________________________
 HB0879  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0879  DYNAMIC HT  -         123.288 (meters)     404.49  (feet)  COMP
 HB0879  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 HB0879
 HB0879  VERT ORDER  -  SECOND    CLASS 0
 HB0879
 HB0879.The horizontal coordinates were scaled from a topographic map and have
 HB0879.an estimated accuracy of +/- 6 seconds.
 HB0879
 HB0879.The orthometric height was determined by differential leveling
 HB0879.and adjusted by the National Geodetic Survey in June 1991..
 HB0879
 HB0879.The geoid height was determined by GEOID03.
 HB0879
 HB0879.The dynamic height is computed by dividing the NAVD 88
 HB0879.geopotential number by the normal gravity value computed on the
 HB0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0879.degrees latitude (g = 980.6199 gals.).
 HB0879
 HB0879.The modeled gravity was interpolated from observed gravity values.
 HB0879
 HB0879;                    North         East    Units  Estimated Accuracy
 HB0879;SPC IL W     -    89,190.      776,420.      MT  (+/- 180 meters Scaled)
 HB0879
 HB0879                          SUPERSEDED SURVEY CONTROL
 HB0879
 HB0879  NGVD 29 (??/??/??)  123.389  (m)          404.82   (f) ADJUSTED    2 0
 HB0879
 HB0879.Superseded values are not recommended for survey control.
 HB0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0879.See file dsdata.txt to determine how the superseded data were derived.
 HB0879
 HB0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG963491(NAD 83)
 HB0879_MARKER: P = PIPE CAP
 HB0879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0879_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0879_STAMPING: 404 1935
 HB0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0879
 HB0879  HISTORY     - Date     Condition        Report By
 HB0879  HISTORY     - 1935     MONUMENTED       USGS
 HB0879  HISTORY     - 1935     GOOD             CGS
 HB0879  HISTORY     - 1976     GOOD             ILDT
 HB0879  HISTORY     - 1976     GOOD             ILDT
 HB0879  HISTORY     - 1976     GOOD             ILDT
 HB0879  HISTORY     - 20020828 MARK NOT FOUND   USACE
 HB0879
 HB0879                          STATION DESCRIPTION
 HB0879
 HB0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0879'2.2 MI NW FROM JONESBORO.
 HB0879'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 146 FROM THE COURTHOUSE
 HB0879'AT JONESBORO, UNION COUNTY, AT TRIPP SCHOOL, 148 FEET NORTH OF
 HB0879'THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTH OF THE NORTHEAST
 HB0879'CORNER OF THE BUILDING.  A UNITED STATES GEOLOGICAL SURVEY
 HB0879'STANDARD CAP, STAMPED 404 1935 AND RIVETED ON THE TOP OF A
 HB0879'3-1/2-INCH IRON PIPE.
 HB0879
 HB0879                          STATION RECOVERY (1976)
 HB0879
 HB0879'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0879'RECOVERED IN GOOD CONDITION.
 HB0879
 HB0879                          STATION RECOVERY (1976)
 HB0879
 HB0879'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0879'RECOVERED IN GOOD CONDITION.
 HB0879
 HB0879                          STATION RECOVERY (1976)
 HB0879
 HB0879'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0879'RECOVERED IN GOOD CONDITION.
 HB0879
 HB0879                          STATION RECOVERY (2002)
 HB0879
 HB0879'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0437 ***********************************************************************
 HB0437  DESIGNATION -  405 USGS
 HB0437  PID         -  HB0437
 HB0437  STATE/COUNTY-  IL/JOHNSON
 HB0437  USGS QUAD   -  VIENNA (1996)
 HB0437
 HB0437                         *CURRENT SURVEY CONTROL
 HB0437  ___________________________________________________________________
 HB0437* NAD 83(1986)-  37 24 52.     (N)    088 53 48.     (W)     SCALED    
 HB0437* NAVD 88     -       123.152  (meters)     404.04   (feet)  ADJUSTED  
 HB0437  ___________________________________________________________________
 HB0437  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HB0437  DYNAMIC HT  -         123.064 (meters)     403.75  (feet)  COMP
 HB0437  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 HB0437
 HB0437  VERT ORDER  -  SECOND    CLASS 0
 HB0437
 HB0437.The horizontal coordinates were scaled from a topographic map and have
 HB0437.an estimated accuracy of +/- 6 seconds.
 HB0437
 HB0437.The orthometric height was determined by differential leveling
 HB0437.and adjusted by the National Geodetic Survey in June 1991..
 HB0437
 HB0437.The geoid height was determined by GEOID03.
 HB0437
 HB0437.The dynamic height is computed by dividing the NAVD 88
 HB0437.geopotential number by the normal gravity value computed on the
 HB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0437.degrees latitude (g = 980.6199 gals.).
 HB0437
 HB0437.The modeled gravity was interpolated from observed gravity values.
 HB0437
 HB0437;                    North         East    Units  Estimated Accuracy
 HB0437;SPC IL E     -    83,130.      250,130.      MT  (+/- 180 meters Scaled)
 HB0437
 HB0437                          SUPERSEDED SURVEY CONTROL
 HB0437
 HB0437  NGVD 29 (??/??/??)  123.213  (m)          404.24   (f) ADJUSTED    2 0
 HB0437
 HB0437.Superseded values are not recommended for survey control.
 HB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0437.See file dsdata.txt to determine how the superseded data were derived.
 HB0437
 HB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG321425(NAD 83)
 HB0437_MARKER: P = PIPE CAP
 HB0437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0437_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0437_STAMPING: 405 1915
 HB0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0437+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2002
 HB0437
 HB0437  HISTORY     - Date     Condition        Report By
 HB0437  HISTORY     - 1915     MONUMENTED       USGS
 HB0437  HISTORY     - 1941     GOOD             CGS
 HB0437  HISTORY     - 20020604 GOOD             USACE
 HB0437
 HB0437                          STATION DESCRIPTION
 HB0437
 HB0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HB0437'AT VIENNA.
 HB0437'AT VIENNA, JOHNSON COUNTY, AT THE COUNTY COURTHOUSE, AND IN
 HB0437'THE NORTHWEST CORNER OF THE COURTHOUSE HARD.  A UNITED STATES
 HB0437'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 405 1915 AND RIVETED
 HB0437'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HB0437
 HB0437                          STATION RECOVERY (2002)
 HB0437
 HB0437'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0437'MARK IS LOCATED 9 FT. WEST OF A CANNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0523 ***********************************************************************
 HB0523  DESIGNATION -  405 USGS
 HB0523  PID         -  HB0523
 HB0523  STATE/COUNTY-  IL/FRANKLIN
 HB0523  USGS QUAD   -  WEST FRANKFORT (1978)
 HB0523
 HB0523                         *CURRENT SURVEY CONTROL
 HB0523  ___________________________________________________________________
 HB0523* NAD 83(1986)-  37 58 51.     (N)    088 53 04.     (W)     SCALED    
 HB0523* NAVD 88     -       123.681  (meters)     405.78   (feet)  ADJUSTED  
 HB0523  ___________________________________________________________________
 HB0523  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB0523  DYNAMIC HT  -         123.599 (meters)     405.51  (feet)  COMP
 HB0523  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 HB0523
 HB0523  VERT ORDER  -  FIRST     CLASS II
 HB0523
 HB0523.The horizontal coordinates were scaled from a topographic map and have
 HB0523.an estimated accuracy of +/- 6 seconds.
 HB0523
 HB0523.The orthometric height was determined by differential leveling
 HB0523.and adjusted by the National Geodetic Survey in June 1991..
 HB0523
 HB0523.The geoid height was determined by GEOID03.
 HB0523
 HB0523.The dynamic height is computed by dividing the NAVD 88
 HB0523.geopotential number by the normal gravity value computed on the
 HB0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0523.degrees latitude (g = 980.6199 gals.).
 HB0523
 HB0523.The modeled gravity was interpolated from observed gravity values.
 HB0523
 HB0523;                    North         East    Units  Estimated Accuracy
 HB0523;SPC IL E     -   145,990.      251,580.      MT  (+/- 180 meters Scaled)
 HB0523
 HB0523                          SUPERSEDED SURVEY CONTROL
 HB0523
 HB0523  NGVD 29 (??/??/??)  123.776  (m)          406.09   (f) ADJUSTED    1 2
 HB0523
 HB0523.Superseded values are not recommended for survey control.
 HB0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0523.See file dsdata.txt to determine how the superseded data were derived.
 HB0523
 HB0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH345053(NAD 83)
 HB0523_MARKER: DD = SURVEY DISK
 HB0523_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0523_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0523_STAMPING: ILLINOIS 405 1906
 HB0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0523
 HB0523  HISTORY     - Date     Condition        Report By
 HB0523  HISTORY     - 1906     MONUMENTED       USGS
 HB0523  HISTORY     - 1949     GOOD             CGS
 HB0523
 HB0523                          STATION DESCRIPTION
 HB0523
 HB0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0523'2.3 MI SE FROM BENTON.
 HB0523'23 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0523'FREIGHT STATION AT BENTON, ABOUT 0.25 MILE SOUTHEAST OF A ROAD
 HB0523'CROSSING, AT MILE POST 92, 55.5 FEET EAST-SOUTHEAST OF WHISTLE
 HB0523'POST, 44 FEET EAST-NORTHEAST AND ACROSS TRACK FROM MILE POST 92,
 HB0523'34.5 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 31.5 FEET NORTHEAST
 HB0523'OF THE NORTHEAST RAIL, 5 FEET NORTHEAST OF R/W FENCE LINE, ABOUT
 HB0523'3.5 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 HB0523'3 1/2 INCH IRON POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0298 ***********************************************************************
 JC0298  DESIGNATION -  406
 JC0298  PID         -  JC0298
 JC0298  STATE/COUNTY-  IL/MONROE
 JC0298  USGS QUAD   -  VALMEYER (1993)
 JC0298
 JC0298                         *CURRENT SURVEY CONTROL
 JC0298  ___________________________________________________________________
 JC0298* NAD 83(1986)-  38 21 46.     (N)    090 17 06.     (W)     SCALED    
 JC0298* NAVD 88     -       123.397  (meters)     404.85   (feet)  ADJUSTED  
 JC0298  ___________________________________________________________________
 JC0298  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JC0298  DYNAMIC HT  -         123.317 (meters)     404.58  (feet)  COMP
 JC0298  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 JC0298
 JC0298  VERT ORDER  -  SECOND    CLASS 0
 JC0298
 JC0298.The horizontal coordinates were scaled from a topographic map and have
 JC0298.an estimated accuracy of +/- 6 seconds.
 JC0298
 JC0298.The orthometric height was determined by differential leveling
 JC0298.and adjusted by the National Geodetic Survey in June 1991..
 JC0298
 JC0298.The geoid height was determined by GEOID03.
 JC0298
 JC0298.The dynamic height is computed by dividing the NAVD 88
 JC0298.geopotential number by the normal gravity value computed on the
 JC0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0298.degrees latitude (g = 980.6199 gals.).
 JC0298
 JC0298.The modeled gravity was interpolated from observed gravity values.
 JC0298
 JC0298;                    North         East    Units  Estimated Accuracy
 JC0298;SPC IL W     -   188,240.      689,660.      MT  (+/- 180 meters Scaled)
 JC0298
 JC0298                          SUPERSEDED SURVEY CONTROL
 JC0298
 JC0298  NGVD 29 (??/??/92)  123.533  (m)          405.29   (f) ADJ UNCH    2 0
 JC0298
 JC0298.Superseded values are not recommended for survey control.
 JC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0298.See file dsdata.txt to determine how the superseded data were derived.
 JC0298
 JC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC372495(NAD 83)
 JC0298_MARKER: P = PIPE CAP
 JC0298_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0298_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0298_STAMPING: ILLINOIS 406
 JC0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0298
 JC0298  HISTORY     - Date     Condition        Report By
 JC0298  HISTORY     - UNK      MONUMENTED       USGS
 JC0298  HISTORY     - 1935     GOOD             NGS
 JC0298  HISTORY     - 1981     MARK NOT FOUND   NGS
 JC0298
 JC0298                          STATION DESCRIPTION
 JC0298
 JC0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0298'AT FOUNTAIN.
 JC0298'AT FOUNTAIN, MONROE COUNTY, NEAR THE MISSOURI PACIFIC RAILROAD
 JC0298'STATION, 200 FEET WEST OF THE CENTERLINE OF THE SOUTH-BOUND
 JC0298'TRACK, AT THE FOOT OF THE LEVEE ROAD, AND IN THE YARD OF A BEER
 JC0298'GARDEN.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 JC0298'ILLINOIS 406 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 JC0298
 JC0298                          STATION RECOVERY (1981)
 JC0298
 JC0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC0298'SEARCHED FOR NOT RECOVERED, A HOUSE HAS BEEN BUILT AT THIS LOCATION,
 JC0298'BELIEVE DESTORYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0369 ***********************************************************************
 MG0369  DESIGNATION -  41
 MG0369  PID         -  MG0369
 MG0369  STATE/COUNTY-  IL/ROCK ISLAND
 MG0369  USGS QUAD   -  DAVENPORT EAST (1993)
 MG0369
 MG0369                         *CURRENT SURVEY CONTROL
 MG0369  ___________________________________________________________________
 MG0369* NAD 83(1986)-  41 30 28.     (N)    090 33 14.     (W)     SCALED    
 MG0369* NAVD 88     -       177.031  (meters)     580.81   (feet)  ADJUSTED  
 MG0369  ___________________________________________________________________
 MG0369  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0369  DYNAMIC HT  -         176.963 (meters)     580.59  (feet)  COMP
 MG0369  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 MG0369
 MG0369  VERT ORDER  -  SECOND    CLASS 0
 MG0369
 MG0369.The horizontal coordinates were scaled from a topographic map and have
 MG0369.an estimated accuracy of +/- 6 seconds.
 MG0369
 MG0369.The orthometric height was determined by differential leveling
 MG0369.and adjusted by the National Geodetic Survey in June 1991..
 MG0369
 MG0369.The geoid height was determined by GEOID03.
 MG0369
 MG0369.The dynamic height is computed by dividing the NAVD 88
 MG0369.geopotential number by the normal gravity value computed on the
 MG0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0369.degrees latitude (g = 980.6199 gals.).
 MG0369
 MG0369.The modeled gravity was interpolated from observed gravity values.
 MG0369
 MG0369;                    North         East    Units  Estimated Accuracy
 MG0369;SPC IL W     -   537,490.      667,670.      MT  (+/- 180 meters Scaled)
 MG0369
 MG0369                          SUPERSEDED SURVEY CONTROL
 MG0369
 MG0369  NGVD 29 (??/??/92)  177.098  (m)          581.03   (f) ADJ UNCH    2 0
 MG0369
 MG0369.Superseded values are not recommended for survey control.
 MG0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0369.See file dsdata.txt to determine how the superseded data were derived.
 MG0369
 MG0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF041980(NAD 83)
 MG0369_MARKER: B = BOLT
 MG0369_SETTING: 66 = SET IN ROCK OUTCROP
 MG0369_SP_SET: STONE CUT
 MG0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MG0369+STABILITY: POSITION/ELEVATION WELL
 MG0369
 MG0369  HISTORY     - Date     Condition        Report By
 MG0369  HISTORY     - UNK      MONUMENTED       USE
 MG0369  HISTORY     - UNK      SEE DESCRIPTION  RIRR
 MG0369  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 MG0369  HISTORY     - 19960819 GOOD             USPSQD
 MG0369
 MG0369                          STATION DESCRIPTION
 MG0369
 MG0369'DESCRIBED BY ROCK ISLAND RAILROAD UNK
 MG0369'AT ROCK ISLAND.
 MG0369'AT ROCK ISLAND, ROCK ISLAND COUNTY, ON THE CHICAGO, ROCK ISLAND
 MG0369'AND PACIFIC RAILWAY, OPPOSITE THE STATION, IN THE NORTH SIDE OF
 MG0369'THE BUILDING OCCUPIED IN 1944 BY BEST RECAP AND TIRE CO., AT THE
 MG0369'NORTHEAST CORNER OF THE FOUNDATION, AND IN THE UPPER FOUNDATION
 MG0369'STONE.  THE CENTER OF A COPPER BOLT SET HORIZONTALLY AND SURROUNDED
 MG0369'BY THE LETTERS USPBM CUT IN THE STONE.
 MG0369
 MG0369                          STATION RECOVERY (1996)
 MG0369
 MG0369'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0369'MARK NOT FOUND.
 MG0369
 MG0369                          STATION RECOVERY (1996)
 MG0369
 MG0369'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0277 ***********************************************************************
 LD0277  DESIGNATION -  41 BOLT
 LD0277  PID         -  LD0277
 LD0277  STATE/COUNTY-  IL/MASON
 LD0277  USGS QUAD   -  HAVANA (1947)
 LD0277
 LD0277                         *CURRENT SURVEY CONTROL
 LD0277  ___________________________________________________________________
 LD0277* NAD 83(1986)-  40 20 30.     (N)    090 01 02.     (W)     SCALED    
 LD0277* NAVD 88     -       142.127  (meters)     466.30   (feet)  ADJUSTED  
 LD0277  ___________________________________________________________________
 LD0277  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0277  DYNAMIC HT  -         142.056 (meters)     466.06  (feet)  COMP
 LD0277  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 LD0277
 LD0277  VERT ORDER  -  FIRST     CLASS II
 LD0277
 LD0277.The horizontal coordinates were scaled from a topographic map and have
 LD0277.an estimated accuracy of +/- 6 seconds.
 LD0277
 LD0277.The orthometric height was determined by differential leveling
 LD0277.and adjusted by the National Geodetic Survey in June 1991..
 LD0277
 LD0277.The geoid height was determined by GEOID03.
 LD0277
 LD0277.The dynamic height is computed by dividing the NAVD 88
 LD0277.geopotential number by the normal gravity value computed on the
 LD0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0277.degrees latitude (g = 980.6199 gals.).
 LD0277
 LD0277.The modeled gravity was interpolated from observed gravity values.
 LD0277
 LD0277;                    North         East    Units  Estimated Accuracy
 LD0277;SPC IL W     -   407,930.      712,700.      MT  (+/- 180 meters Scaled)
 LD0277
 LD0277                          SUPERSEDED SURVEY CONTROL
 LD0277
 LD0277  NGVD 29 (??/??/92)  142.231  (m)          466.64   (f) ADJ UNCH    1 2
 LD0277
 LD0277.Superseded values are not recommended for survey control.
 LD0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0277.See file dsdata.txt to determine how the superseded data were derived.
 LD0277
 LD0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE533699(NAD 83)
 LD0277_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0277_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0277_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0277_STAMPING: ELEV 478.00 FT MEMPHIS DATUM 1903
 LD0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0277
 LD0277  HISTORY     - Date     Condition        Report By
 LD0277  HISTORY     - 1903     MONUMENTED       DOD
 LD0277  HISTORY     - 1961     GOOD             NGS
 LD0277
 LD0277                          STATION DESCRIPTION
 LD0277
 LD0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0277'3.4 MI NE FROM HAVANA.
 LD0277'ABOUT 0.7 MILE NORTHEAST ALONG THE PEKIN*HAVANA ROAD FROM ITS
 LD0277'OVERPASS OVER THE CHICAGO AND ILLINOIS MIDLAND RAILWAY IN THE
 LD0277'NORTH PART OF HAVANA, THENCE 1.7 MILES NORTH ALONG THE ILLINOIS
 LD0277'RIVER ROAD, THENCE 1.0 MILE EAST ALONG A BLACK TOP ROAD, 27 1/2
 LD0277'FEET NORTH OF THE CENTER LINE OF THE ROAD, 126 YARDS EAST OF THE
 LD0277'TOP OF A GRADE, 1 FOOT SOUTH OF A FENCE LINE, 9 1/2 FEET EAST OF
 LD0277'A FENCE CORNER, 2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 LD0277'ABOUT LEVEL WITH THE BLACK TOP ROAD, A COPPER BOLT LEADED IN THE
 LD0277'TOP OF A LIMESTONE SLAB ABOUT 4 FEET UNDERGROUND ACCESS TO WHICH
 LD0277'IS HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER SURVEY CAP
 LD0277'STAMP AS STATED ABOVE AND PROJECTS 3 INCHES ABOVE THE LEVEL OF
 LD0277'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0276 ***********************************************************************
 LD0276  DESIGNATION -  41 CAP
 LD0276  PID         -  LD0276
 LD0276  STATE/COUNTY-  IL/MASON
 LD0276  USGS QUAD   -  HAVANA (1947)
 LD0276
 LD0276                         *CURRENT SURVEY CONTROL
 LD0276  ___________________________________________________________________
 LD0276* NAD 83(1986)-  40 20 30.     (N)    090 01 02.     (W)     SCALED    
 LD0276* NAVD 88     -       143.339  (meters)     470.27   (feet)  ADJUSTED  
 LD0276  ___________________________________________________________________
 LD0276  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0276  DYNAMIC HT  -         143.268 (meters)     470.04  (feet)  COMP
 LD0276  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 LD0276
 LD0276  VERT ORDER  -  FIRST     CLASS II
 LD0276
 LD0276.The horizontal coordinates were scaled from a topographic map and have
 LD0276.an estimated accuracy of +/- 6 seconds.
 LD0276
 LD0276.The orthometric height was determined by differential leveling
 LD0276.and adjusted by the National Geodetic Survey in June 1991..
 LD0276
 LD0276.The geoid height was determined by GEOID03.
 LD0276
 LD0276.The dynamic height is computed by dividing the NAVD 88
 LD0276.geopotential number by the normal gravity value computed on the
 LD0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0276.degrees latitude (g = 980.6199 gals.).
 LD0276
 LD0276.The modeled gravity was interpolated from observed gravity values.
 LD0276
 LD0276;                    North         East    Units  Estimated Accuracy
 LD0276;SPC IL W     -   407,930.      712,700.      MT  (+/- 180 meters Scaled)
 LD0276
 LD0276                          SUPERSEDED SURVEY CONTROL
 LD0276
 LD0276  NGVD 29 (??/??/92)  143.439  (m)          470.60   (f) ADJ UNCH    1 2
 LD0276
 LD0276.Superseded values are not recommended for survey control.
 LD0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0276.See file dsdata.txt to determine how the superseded data were derived.
 LD0276
 LD0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE533699(NAD 83)
 LD0276_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LD0276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0276_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0276_STAMPING: ELEV 478.00 FT MEMPHIS DATUM 1903
 LD0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0276
 LD0276  HISTORY     - Date     Condition        Report By
 LD0276  HISTORY     - 1903     MONUMENTED       DOD
 LD0276  HISTORY     - 1961     GOOD             NGS
 LD0276
 LD0276                          STATION DESCRIPTION
 LD0276
 LD0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0276'3.4 MI NE FROM HAVANA.
 LD0276'ABOUT 0.7 MILE NORTHEAST ALONG THE PEKIN*HAVANA ROAD FROM ITS
 LD0276'OVERPASS OVER THE CHICAGO AND ILLINOIS MIDLAND RAILWAY IN THE
 LD0276'NORTH PART OF HAVANA, THENCE 1.7 MILES NORTH ALONG THE ILLINOIS
 LD0276'RIVER ROAD, THENCE 1.0 MILE EAST ALONG A BLACK TOP ROAD, 27 1/2
 LD0276'FEET NORTH OF THE CENTER LINE OF THE ROAD, 126 YARDS EAST OF THE
 LD0276'TOP OF A GRADE, 1 FOOT SOUTH OF A FENCE LINE, 9 1/2 FEET EAST OF
 LD0276'A FENCE CORNER, 2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 LD0276'ABOUT LEVEL WITH THE BLACK TOP ROAD, A COPPER BOLT LEADED IN THE
 LD0276'TOP OF A LIMESTONE SLAB ABOUT 4 FEET UNDERGROUND ACCESS TO WHICH
 LD0276'IS HAD THROUGH AN IRON PIPE BEARING AN ILLINOIS RIVER SURVEY CAP
 LD0276'STAMP AS STATED ABOVE AND PROJECTS 3 INCHES ABOVE THE LEVEL OF
 LD0276'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0552 ***********************************************************************
 LC0552  DESIGNATION -  41 S
 LC0552  PID         -  LC0552
 LC0552  STATE/COUNTY-  IL/PIATT
 LC0552  USGS QUAD   -  MONTICELLO (1979)
 LC0552
 LC0552                         *CURRENT SURVEY CONTROL
 LC0552  ___________________________________________________________________
 LC0552* NAD 83(1986)-  40 01 34.     (N)    088 34 12.     (W)     SCALED    
 LC0552* NAVD 88     -       205.628  (meters)     674.63   (feet)  ADJUSTED  
 LC0552  ___________________________________________________________________
 LC0552  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0552  DYNAMIC HT  -         205.524 (meters)     674.29  (feet)  COMP
 LC0552  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 LC0552
 LC0552  VERT ORDER  -  SECOND    CLASS 0
 LC0552
 LC0552.The horizontal coordinates were scaled from a topographic map and have
 LC0552.an estimated accuracy of +/- 6 seconds.
 LC0552
 LC0552.The orthometric height was determined by differential leveling
 LC0552.and adjusted by the National Geodetic Survey in June 1991..
 LC0552
 LC0552.The geoid height was determined by GEOID03.
 LC0552
 LC0552.The dynamic height is computed by dividing the NAVD 88
 LC0552.geopotential number by the normal gravity value computed on the
 LC0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0552.degrees latitude (g = 980.6199 gals.).
 LC0552
 LC0552.The modeled gravity was interpolated from observed gravity values.
 LC0552
 LC0552;                    North         East    Units  Estimated Accuracy
 LC0552;SPC IL E     -   372,930.      279,800.      MT  (+/- 180 meters Scaled)
 LC0552
 LC0552                          SUPERSEDED SURVEY CONTROL
 LC0552
 LC0552  NGVD 29 (??/??/92)  205.698  (m)          674.86   (f) ADJ UNCH    2 0
 LC0552
 LC0552.Superseded values are not recommended for survey control.
 LC0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0552.See file dsdata.txt to determine how the superseded data were derived.
 LC0552
 LC0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK660318(NAD 83)
 LC0552_MARKER: DD = SURVEY DISK
 LC0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0552_SP_SET: STEP
 LC0552_STAMPING: 41 S 1928
 LC0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0552
 LC0552  HISTORY     - Date     Condition        Report By
 LC0552  HISTORY     - 1928     MONUMENTED       USGS
 LC0552  HISTORY     - 1934     GOOD             NGS
 LC0552  HISTORY     - 1976     GOOD             LOCENG
 LC0552
 LC0552                          STATION DESCRIPTION
 LC0552
 LC0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LC0552'AT MONTICELLO.
 LC0552'AT MONICELLO, PIATT COUNTY, AT THE PIATT COUNTY COURTHOUSE,
 LC0552'AT THE SOUTH ENTRANCE, AND IN THE TOP OF THE WEST END OF THE UPPER
 LC0552'STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LC0552'41 S 1928.
 LC0552
 LC0552                          STATION RECOVERY (1976)
 LC0552
 LC0552'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 LC0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1648 ***********************************************************************
 ME1648  DESIGNATION -  410
 ME1648  PID         -  ME1648
 ME1648  STATE/COUNTY-  IL/COOK
 ME1648  USGS QUAD   -  RIVER FOREST (1997)
 ME1648
 ME1648                         *CURRENT SURVEY CONTROL
 ME1648  ___________________________________________________________________
 ME1648* NAD 83(1986)-  41 54 31.     (N)    087 47 11.     (W)     SCALED    
 ME1648* NAVD 88     -       195.081  (meters)     640.03   (feet)  ADJUSTED  
 ME1648  ___________________________________________________________________
 ME1648  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME1648  DYNAMIC HT  -         195.015 (meters)     639.81  (feet)  COMP
 ME1648  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 ME1648
 ME1648  VERT ORDER  -  FIRST     CLASS I
 ME1648
 ME1648.The horizontal coordinates were scaled from a topographic map and have
 ME1648.an estimated accuracy of +/- 6 seconds.
 ME1648
 ME1648.The orthometric height was determined by differential leveling
 ME1648.and adjusted by the National Geodetic Survey in June 1991..
 ME1648.WARNING-Repeat measurements at this control monument indicate possible
 ME1648.vertical movement.
 ME1648
 ME1648.The geoid height was determined by GEOID03.
 ME1648
 ME1648.The dynamic height is computed by dividing the NAVD 88
 ME1648.geopotential number by the normal gravity value computed on the
 ME1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1648.degrees latitude (g = 980.6199 gals.).
 ME1648
 ME1648.The modeled gravity was interpolated from observed gravity values.
 ME1648
 ME1648;                    North         East    Units  Estimated Accuracy
 ME1648;SPC IL E     -   582,100.      345,380.      MT  (+/- 180 meters Scaled)
 ME1648
 ME1648                          SUPERSEDED SURVEY CONTROL
 ME1648
 ME1648  NGVD 29 (??/??/92)  195.168  (m)          640.31   (f) ADJ UNCH    1 1
 ME1648
 ME1648.Superseded values are not recommended for survey control.
 ME1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1648.See file dsdata.txt to determine how the superseded data were derived.
 ME1648
 ME1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM347399(NAD 83)
 ME1648_MARKER: B = BOLT
 ME1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1648+STABILITY: SURFACE MOTION
 ME1648
 ME1648  HISTORY     - Date     Condition        Report By
 ME1648  HISTORY     - UNK      MONUMENTED       IL1670
 ME1648  HISTORY     - 1969     GOOD             NGS
 ME1648  HISTORY     - 1977     GOOD             NGS
 ME1648  HISTORY     - 1987     GOOD             USPSQD
 ME1648  HISTORY     - 1987     GOOD             USPSQD
 ME1648  HISTORY     - 1989     GOOD             USPSQD
 ME1648  HISTORY     - 20000812 MARK NOT FOUND   PATRIC
 ME1648
 ME1648                          STATION DESCRIPTION
 ME1648
 ME1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1648'11.4 MI NW FROM CHICAGO.
 ME1648'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1648'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG
 ME1648'LAKE SHORE DRIVE, THENCE 8.3 MILES WEST ALONG W. NORTH AVENUE,
 ME1648'50 FEET NORTH OF THE NORTH CURB OF W. NORTH AVENUE, 30 FEET EAST
 ME1648'OF THE CENTER LINE OF N. NAGLE AVENUE, 8 1/2 FEET WEST OF THE
 ME1648'WEST FACE OF A BUILDING WHICH HOUSE A BOWLING ALLEY, ABOUT 1
 ME1648'FOOT ABOVE THE LEVEL OF THE AVENUE, AND SET IN THE TOP OF A
 ME1648'CONCRETE POST WHICH IS ENCASED IN A 10-INCH SQUARE IRON BOX
 ME1648'WITH AN IRON LID, ABOUT LEVEL WITH THE SIDEWALK.
 ME1648
 ME1648                          STATION RECOVERY (1977)
 ME1648
 ME1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1648'RECOVERED IN GOOD CONDITION.
 ME1648
 ME1648                          STATION RECOVERY (1987)
 ME1648
 ME1648'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1648'RECOVERED IN GOOD CONDITION.
 ME1648
 ME1648                          STATION RECOVERY (1987)
 ME1648
 ME1648'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1648'RECOVERED IN GOOD CONDITION.
 ME1648
 ME1648                          STATION RECOVERY (1989)
 ME1648
 ME1648'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1648'RECOVERED IN GOOD CONDITION.
 ME1648
 ME1648                          STATION RECOVERY (2000)
 ME1648
 ME1648'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1648'DESTROYED IN CURRENT DRIVEWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0544 ***********************************************************************
 HB0544  DESIGNATION -  410.292 USGS
 HB0544  PID         -  HB0544
 HB0544  STATE/COUNTY-  IL/SALINE
 HB0544  USGS QUAD   -  GALATIA (1976)
 HB0544
 HB0544                         *CURRENT SURVEY CONTROL
 HB0544  ___________________________________________________________________
 HB0544* NAD 83(1986)-  37 50 28.     (N)    088 36 48.     (W)     SCALED    
 HB0544* NAVD 88     -       124.926  (meters)     409.86   (feet)  ADJUSTED  
 HB0544  ___________________________________________________________________
 HB0544  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HB0544  DYNAMIC HT  -         124.840 (meters)     409.58  (feet)  COMP
 HB0544  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 HB0544
 HB0544  VERT ORDER  -  FIRST     CLASS II
 HB0544
 HB0544.The horizontal coordinates were scaled from a topographic map and have
 HB0544.an estimated accuracy of +/- 6 seconds.
 HB0544
 HB0544.The orthometric height was determined by differential leveling
 HB0544.and adjusted by the National Geodetic Survey in June 1991..
 HB0544
 HB0544.The geoid height was determined by GEOID03.
 HB0544
 HB0544.The dynamic height is computed by dividing the NAVD 88
 HB0544.geopotential number by the normal gravity value computed on the
 HB0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0544.degrees latitude (g = 980.6199 gals.).
 HB0544
 HB0544.The modeled gravity was interpolated from observed gravity values.
 HB0544
 HB0544;                    North         East    Units  Estimated Accuracy
 HB0544;SPC IL E     -   130,380.      275,360.      MT  (+/- 180 meters Scaled)
 HB0544
 HB0544                          SUPERSEDED SURVEY CONTROL
 HB0544
 HB0544  NGVD 29 (??/??/??)  125.025  (m)          410.19   (f) ADJUSTED    1 2
 HB0544
 HB0544.Superseded values are not recommended for survey control.
 HB0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0544.See file dsdata.txt to determine how the superseded data were derived.
 HB0544
 HB0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG580894(NAD 83)
 HB0544_MARKER: P = PIPE CAP
 HB0544_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0544_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0544
 HB0544  HISTORY     - Date     Condition        Report By
 HB0544  HISTORY     - UNK      MONUMENTED       USGS
 HB0544  HISTORY     - 1949     GOOD             CGS
 HB0544  HISTORY     - 1978     POOR             ILDT
 HB0544  HISTORY     - 1978     POOR             ILDT
 HB0544  HISTORY     - 1978     POOR             ILDT
 HB0544
 HB0544                          STATION DESCRIPTION
 HB0544
 HB0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0544'AT GALATIA.
 HB0544'AT GALATIA, AT THE ELEMENTARY SCHOOL, AT THE SOUTHEAST CORNER OF
 HB0544'THE SCHOOL LAWN, 140 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HB0544'THE BUILDING, 25 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 HB0544'STREET, 27 1/2 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER, 4
 HB0544'FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDE WALK, 1/4 FOOT
 HB0544'SOUTHWEST OF THE SOUTHWEST EDGE OF A WALK LEADING NORTHWEST TO THE
 HB0544'EAST ENTRANCE TO THE SCHOOL, AND ABOUT LEVEL WITH THE WALKS.
 HB0544
 HB0544                          STATION RECOVERY (1978)
 HB0544
 HB0544'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0544'MARK RECOVERED IN POOR CONDITION.
 HB0544
 HB0544                          STATION RECOVERY (1978)
 HB0544
 HB0544'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0544'MARK RECOVERED IN POOR CONDITION.
 HB0544
 HB0544                          STATION RECOVERY (1978)
 HB0544
 HB0544'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0544'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1809 ***********************************************************************
 ME1809  DESIGNATION -  412
 ME1809  PID         -  ME1809
 ME1809  STATE/COUNTY-  IL/COOK
 ME1809  USGS QUAD   -  ENGLEWOOD (1997)
 ME1809
 ME1809                         *CURRENT SURVEY CONTROL
 ME1809  ___________________________________________________________________
 ME1809* NAD 83(1986)-  41 50 13.     (N)    087 39 58.     (W)     SCALED    
 ME1809* NAVD 88     -       180.474  (meters)     592.11   (feet)  ADJUSTED  
 ME1809  ___________________________________________________________________
 ME1809  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1809  DYNAMIC HT  -         180.412 (meters)     591.90  (feet)  COMP
 ME1809  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 ME1809
 ME1809  VERT ORDER  -  FIRST     CLASS II
 ME1809
 ME1809.The horizontal coordinates were scaled from a topographic map and have
 ME1809.an estimated accuracy of +/- 6 seconds.
 ME1809
 ME1809.The orthometric height was determined by differential leveling
 ME1809.and adjusted by the National Geodetic Survey in June 1991..
 ME1809
 ME1809.The geoid height was determined by GEOID03.
 ME1809
 ME1809.The dynamic height is computed by dividing the NAVD 88
 ME1809.geopotential number by the normal gravity value computed on the
 ME1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1809.degrees latitude (g = 980.6199 gals.).
 ME1809
 ME1809.The modeled gravity was interpolated from observed gravity values.
 ME1809
 ME1809;                    North         East    Units  Estimated Accuracy
 ME1809;SPC IL E     -   574,210.      355,420.      MT  (+/- 180 meters Scaled)
 ME1809
 ME1809                          SUPERSEDED SURVEY CONTROL
 ME1809
 ME1809  NGVD 29 (??/??/92)  180.562  (m)          592.39   (f) ADJ UNCH    1 2
 ME1809
 ME1809.Superseded values are not recommended for survey control.
 ME1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1809.See file dsdata.txt to determine how the superseded data were derived.
 ME1809
 ME1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM446318(NAD 83)
 ME1809_MARKER: B = BOLT
 ME1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1809+STABILITY: SURFACE MOTION
 ME1809
 ME1809  HISTORY     - Date     Condition        Report By
 ME1809  HISTORY     - UNK      MONUMENTED       IL1670
 ME1809  HISTORY     - 1947     GOOD             NGS
 ME1809  HISTORY     - 1977     GOOD             NGS
 ME1809  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1809  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1809
 ME1809                          STATION DESCRIPTION
 ME1809
 ME1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1809'IN CHICAGO.
 ME1809'AT 1616 THIRTYSECOND STREET WEST, 57 FEET WEST OF THE FIRST ALLEY
 ME1809'WEST OF ASHLAND AVENUE, 8 FEET SOUTH OF THE NORTH EDGE OF THE
 ME1809'NORTH SIDEWALK ON 32ND STREET.  A COPPER BOLT IN THE TOP OF A
 ME1809'CONCRETE POST AND COVERED BY A 10-INCH SQUARE CAST IRON BOX THAT
 ME1809'IS ABOUT FLUSH WITH THE SIDE WALK.
 ME1809
 ME1809                          STATION RECOVERY (1977)
 ME1809
 ME1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1809'RECOVERED IN GOOD CONDITION.
 ME1809
 ME1809                          STATION RECOVERY (1987)
 ME1809
 ME1809'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1809'MARK NOT FOUND.
 ME1809
 ME1809                          STATION RECOVERY (1989)
 ME1809
 ME1809'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1246 ***********************************************************************
 JB1246  DESIGNATION -  414
 JB1246  PID         -  JB1246
 JB1246  STATE/COUNTY-  IL/RANDOLPH
 JB1246  USGS QUAD   -  EVANSVILLE (1982)
 JB1246
 JB1246                         *CURRENT SURVEY CONTROL
 JB1246  ___________________________________________________________________
 JB1246* NAD 83(1986)-  38 05 17.     (N)    089 56 18.     (W)     SCALED    
 JB1246* NAVD 88     -       126.072  (meters)     413.62   (feet)  ADJUSTED  
 JB1246  ___________________________________________________________________
 JB1246  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 JB1246  DYNAMIC HT  -         125.987 (meters)     413.34  (feet)  COMP
 JB1246  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 JB1246
 JB1246  VERT ORDER  -  SECOND    CLASS 0
 JB1246
 JB1246.The horizontal coordinates were scaled from a topographic map and have
 JB1246.an estimated accuracy of +/- 6 seconds.
 JB1246
 JB1246.The orthometric height was determined by differential leveling
 JB1246.and adjusted by the National Geodetic Survey in June 1991..
 JB1246
 JB1246.The geoid height was determined by GEOID03.
 JB1246
 JB1246.The dynamic height is computed by dividing the NAVD 88
 JB1246.geopotential number by the normal gravity value computed on the
 JB1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1246.degrees latitude (g = 980.6199 gals.).
 JB1246
 JB1246.The modeled gravity was interpolated from observed gravity values.
 JB1246
 JB1246;                    North         East    Units  Estimated Accuracy
 JB1246;SPC IL W     -   157,770.      720,030.      MT  (+/- 180 meters Scaled)
 JB1246
 JB1246                          SUPERSEDED SURVEY CONTROL
 JB1246
 JB1246  NGVD 29 (??/??/92)  126.180  (m)          413.98   (f) ADJ UNCH    2 0
 JB1246
 JB1246.Superseded values are not recommended for survey control.
 JB1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1246.See file dsdata.txt to determine how the superseded data were derived.
 JB1246
 JB1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH423196(NAD 83)
 JB1246_MARKER: DD = SURVEY DISK
 JB1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1246_STAMPING: 414
 JB1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1246+STABILITY: SURFACE MOTION
 JB1246
 JB1246  HISTORY     - Date     Condition        Report By
 JB1246  HISTORY     - UNK      MONUMENTED       USGS
 JB1246  HISTORY     - 1935     GOOD             NGS
 JB1246
 JB1246                          STATION DESCRIPTION
 JB1246
 JB1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB1246'AT EVANSVILLE.
 JB1246'AT EVANSVILLE, RANDOLPH COUNTY, ON THE MISSOURI-ILLINOIS RAILROAD,
 JB1246'AT POLE 69+18, 50 FEET SOUTH OF THE WEST END OF THE STATION
 JB1246'PLATFORM, 12 FEET EAST OF THE CENTERLINE OF A ROAD, AND ABOUT
 JB1246'2 INCHES UNDERGROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JB1246'DISK, STAMPED 414 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1639 ***********************************************************************
 ME1639  DESIGNATION -  418
 ME1639  PID         -  ME1639
 ME1639  STATE/COUNTY-  IL/COOK
 ME1639  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1639
 ME1639                         *CURRENT SURVEY CONTROL
 ME1639  ___________________________________________________________________
 ME1639* NAD 83(1986)-  41 54 34.     (N)    087 43 30.     (W)     SCALED    
 ME1639* NAVD 88     -       184.108  (meters)     604.03   (feet)  ADJUSTED  
 ME1639  ___________________________________________________________________
 ME1639  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1639  DYNAMIC HT  -         184.046 (meters)     603.82  (feet)  COMP
 ME1639  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 ME1639
 ME1639  VERT ORDER  -  FIRST     CLASS I
 ME1639
 ME1639.The horizontal coordinates were scaled from a topographic map and have
 ME1639.an estimated accuracy of +/- 6 seconds.
 ME1639
 ME1639.The orthometric height was determined by differential leveling
 ME1639.and adjusted by the National Geodetic Survey in June 1991..
 ME1639
 ME1639.The geoid height was determined by GEOID03.
 ME1639
 ME1639.The dynamic height is computed by dividing the NAVD 88
 ME1639.geopotential number by the normal gravity value computed on the
 ME1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1639.degrees latitude (g = 980.6199 gals.).
 ME1639
 ME1639.The modeled gravity was interpolated from observed gravity values.
 ME1639
 ME1639;                    North         East    Units  Estimated Accuracy
 ME1639;SPC IL E     -   582,220.      350,470.      MT  (+/- 180 meters Scaled)
 ME1639
 ME1639                          SUPERSEDED SURVEY CONTROL
 ME1639
 ME1639  NGVD 29 (??/??/92)  184.189  (m)          604.29   (f) ADJ UNCH    1 1
 ME1639
 ME1639.Superseded values are not recommended for survey control.
 ME1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1639.See file dsdata.txt to determine how the superseded data were derived.
 ME1639
 ME1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM398399(NAD 83)
 ME1639_MARKER: B = BOLT
 ME1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1639+STABILITY: SURFACE MOTION
 ME1639
 ME1639  HISTORY     - Date     Condition        Report By
 ME1639  HISTORY     - UNK      MONUMENTED       IL1670
 ME1639  HISTORY     - 1969     GOOD             NGS
 ME1639  HISTORY     - 1971     GOOD             NGS
 ME1639  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1639  HISTORY     - 1989     GOOD             USPSQD
 ME1639
 ME1639                          STATION DESCRIPTION
 ME1639
 ME1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1639'8.2 MI NW FROM CHICAGO.
 ME1639'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1639'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG
 ME1639'LAKE SHORE DRIVE, THENCE 5.1 MILES WEST ALONG W. NORTH AVENUE,
 ME1639'84 FEET SOUTH OF THE SOUTH CURB OF W. NORTH AVENUE, 9 1/2 FEET
 ME1639'EAST OF THE EAST CURB OF N. HARDING AVENUE, ABOUT LEVEL WITH
 ME1639'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 ME1639'ENCASED IN A 10-INCH SQUARE IRON BOX WITH AN IRON LID.
 ME1639
 ME1639                          STATION RECOVERY (1971)
 ME1639
 ME1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1639'RECOVERED IN GOOD CONDITION.
 ME1639
 ME1639                          STATION RECOVERY (1987)
 ME1639
 ME1639'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1639'MARK NOT FOUND.
 ME1639
 ME1639                          STATION RECOVERY (1989)
 ME1639
 ME1639'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0568 ***********************************************************************
 JC0568  DESIGNATION -  42
 JC0568  PID         -  JC0568
 JC0568  STATE/COUNTY-  IL/CALHOUN
 JC0568  USGS QUAD   -  WINFIELD (1993)
 JC0568
 JC0568                         *CURRENT SURVEY CONTROL
 JC0568  ___________________________________________________________________
 JC0568* NAD 83(1986)-  38 57 52.     (N)    090 40 13.     (W)     SCALED    
 JC0568* NAVD 88     -       134.82   (+/-2cm)     442.3    (feet)  VERTCON   
 JC0568  ___________________________________________________________________
 JC0568  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JC0568
 JC0568  VERT ORDER  -  ? (See Below)
 JC0568
 JC0568.The horizontal coordinates were scaled from a topographic map and have
 JC0568.an estimated accuracy of +/- 6 seconds.
 JC0568
 JC0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0568.The vertical order pertains to the NGVD 29 superseded value.
 JC0568
 JC0568.The geoid height was determined by GEOID03.
 JC0568
 JC0568;                    North         East    Units  Estimated Accuracy
 JC0568;SPC IL W     -   255,140.      656,360.      MT  (+/- 180 meters Scaled)
 JC0568
 JC0568                          SUPERSEDED SURVEY CONTROL
 JC0568
 JC0568  NGVD 29 (??/??/92)  134.892  (m)          442.56   (f) ADJ UNCH    ?  
 JC0568
 JC0568.Superseded values are not recommended for survey control.
 JC0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0568.See file dsdata.txt to determine how the superseded data were derived.
 JC0568
 JC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD018154(NAD 83)
 JC0568_MARKER: B = BOLT
 JC0568_SETTING: 80 = SET IN A BOULDER
 JC0568_SP_SET: BOULDER
 JC0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0568+STABILITY: SURFACE MOTION
 JC0568
 JC0568  HISTORY     - Date     Condition        Report By
 JC0568  HISTORY     - UNK      MONUMENTED       DOD
 JC0568  HISTORY     - 1933     GOOD             NGS
 JC0568
 JC0568                          STATION DESCRIPTION
 JC0568
 JC0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JC0568'NEAR HASTING LANDING.
 JC0568'220 YARDS BELOW THE WAREHOUSE AT HASTINGS LANDING, CALHOUN
 JC0568'COUNTY, 1/2 MILE ABOVE THE HEAD OF CUIVRE ISLAND, ON THE SOUTH
 JC0568'SIDE OF A CREEK EMPTYING INTO MISSISSIPPI RIVER, 40 YARDS EAST
 JC0568'OF THE ROCKY POINT OF A BLUFF, 15 YARDS SOUTH OF A SMALL CABIN
 JC0568'BOAT ON A STONE FOUNDATION, AND IN THE NORTH FACE OF A LARGE
 JC0568'BOULDER.  THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY.
 JC0568'NOTE-- COPPER BOLT HAS BEEN REMOVED, BUT THE CENTER OF THE HOLE
 JC0568'COULD BE USED AS THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0211 ***********************************************************************
 LC0211  DESIGNATION -  42 A ILL
 LC0211  PID         -  LC0211
 LC0211  STATE/COUNTY-  IL/FORD
 LC0211  USGS QUAD   -  PAXTON (1984)
 LC0211
 LC0211                         *CURRENT SURVEY CONTROL
 LC0211  ___________________________________________________________________
 LC0211* NAD 83(1986)-  40 27 46.     (N)    088 05 55.     (W)     SCALED    
 LC0211* NAVD 88     -       241.582  (meters)     792.59   (feet)  ADJUSTED  
 LC0211  ___________________________________________________________________
 LC0211  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LC0211  DYNAMIC HT  -         241.468 (meters)     792.22  (feet)  COMP
 LC0211  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 LC0211
 LC0211  VERT ORDER  -  SECOND    CLASS 0
 LC0211
 LC0211.The horizontal coordinates were scaled from a topographic map and have
 LC0211.an estimated accuracy of +/- 6 seconds.
 LC0211
 LC0211.The orthometric height was determined by differential leveling
 LC0211.and adjusted by the National Geodetic Survey in June 1991..
 LC0211
 LC0211.The geoid height was determined by GEOID03.
 LC0211
 LC0211.The dynamic height is computed by dividing the NAVD 88
 LC0211.geopotential number by the normal gravity value computed on the
 LC0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0211.degrees latitude (g = 980.6199 gals.).
 LC0211
 LC0211.The modeled gravity was interpolated from observed gravity values.
 LC0211
 LC0211;                    North         East    Units  Estimated Accuracy
 LC0211;SPC IL E     -   421,410.      319,910.      MT  (+/- 180 meters Scaled)
 LC0211
 LC0211                          SUPERSEDED SURVEY CONTROL
 LC0211
 LC0211  NGVD 29 (??/??/92)  241.639  (m)          792.78   (f) ADJ UNCH    2 0
 LC0211
 LC0211.Superseded values are not recommended for survey control.
 LC0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0211.See file dsdata.txt to determine how the superseded data were derived.
 LC0211
 LC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK068797(NAD 83)
 LC0211_MARKER: DB = BENCH MARK DISK
 LC0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0211_STAMPING: A 42 ILL 1942
 LC0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0211+STABILITY: SURFACE MOTION
 LC0211
 LC0211  HISTORY     - Date     Condition        Report By
 LC0211  HISTORY     - 1942     MONUMENTED       USGS
 LC0211  HISTORY     - 1935     GOOD             NGS
 LC0211  HISTORY     - 1973     GOOD             NGS
 LC0211
 LC0211                          STATION DESCRIPTION
 LC0211
 LC0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC0211'AT PAXTON.
 LC0211'AT PAXTON, FORD COUNTY, AT THE CROSSING OF NORTH TAFT AND WEST
 LC0211'STATE STREETS, AT THE COUNTY COURTHOUSE, AT THE SOUTHEAST CORNER
 LC0211'OF THE YARD, AT A CORNER FORMED BY A DIAGONAL WALK AND A WALK
 LC0211'ALONG THE EAST SIDE OF THE YARD.  A UNITED STATES GEOLOGICAL
 LC0211'SURVEY STANDARD DISK, STAMPED A 42 ILL 1942 AND SET IN THE TOP OF
 LC0211'A CONCRETE POST.
 LC0211
 LC0211                          STATION RECOVERY (1973)
 LC0211
 LC0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0570 ***********************************************************************
 JC0570  DESIGNATION -  43
 JC0570  PID         -  JC0570
 JC0570  STATE/COUNTY-  IL/CALHOUN
 JC0570  USGS QUAD   -  WINFIELD (1993)
 JC0570
 JC0570                         *CURRENT SURVEY CONTROL
 JC0570  ___________________________________________________________________
 JC0570* NAD 83(1986)-  38 55 05.     (N)    090 38 40.     (W)     SCALED    
 JC0570* NAVD 88     -       132.66   (+/-2cm)     435.2    (feet)  VERTCON   
 JC0570  ___________________________________________________________________
 JC0570  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JC0570
 JC0570  VERT ORDER  -  FIRST     CLASS II (See Below)
 JC0570
 JC0570.The horizontal coordinates were scaled from a topographic map and have
 JC0570.an estimated accuracy of +/- 6 seconds.
 JC0570
 JC0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0570.The vertical order pertains to the NGVD 29 superseded value.
 JC0570
 JC0570.The geoid height was determined by GEOID03.
 JC0570
 JC0570;                    North         East    Units  Estimated Accuracy
 JC0570;SPC IL W     -   249,980.      658,570.      MT  (+/- 180 meters Scaled)
 JC0570
 JC0570                          SUPERSEDED SURVEY CONTROL
 JC0570
 JC0570  NGVD 29 (??/??/92)  132.721  (m)          435.44   (f) ADJ UNCH    1 2
 JC0570
 JC0570.Superseded values are not recommended for survey control.
 JC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0570.See file dsdata.txt to determine how the superseded data were derived.
 JC0570
 JC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD042103(NAD 83)
 JC0570_MARKER: B = BOLT
 JC0570_SETTING: 66 = SET IN ROCK OUTCROP
 JC0570_SP_SET: ROCK LEDGE
 JC0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0570+STABILITY: POSITION/ELEVATION WELL
 JC0570
 JC0570  HISTORY     - Date     Condition        Report By
 JC0570  HISTORY     - UNK      MONUMENTED       DOD
 JC0570  HISTORY     - 1933     GOOD             NGS
 JC0570
 JC0570                          STATION DESCRIPTION
 JC0570
 JC0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JC0570'NEAR MARTINS LANDING.
 JC0570'ON THE NORTH SIDE OF THE SECOND VALLEY NORTH OF MARTINS LANDING,
 JC0570'CALHOUN COUNTY, 2200 FEET BELOW A POINT OPPOSITE THE HEAD OF
 JC0570'HAT ISLAND, 22 YARDS NORTH OF THE SOUTHWEST PROJECTING CORNER
 JC0570'OF THE BLUFFS, ONE YARD FROM A BLAZED CEDAR TREE AT THE TOP OF
 JC0570'THE EXPOSED ROCK, IN THE WEST FACE OF THE EXPOSED ROCK, AND 7
 JC0570'FEET LOWER THAN THE TOP.  THE CENTER OF A COPPER BOLT LEADED
 JC0570'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1246 ***********************************************************************
 JA1246  DESIGNATION -  431 VIN USGS
 JA1246  PID         -  JA1246
 JA1246  STATE/COUNTY-  IL/WABASH
 JA1246  USGS QUAD   -  BONE GAP (1977)
 JA1246
 JA1246                         *CURRENT SURVEY CONTROL
 JA1246  ___________________________________________________________________
 JA1246* NAD 83(1986)-  38 23 03.     (N)    087 54 41.     (W)     SCALED    
 JA1246* NAVD 88     -       130.931  (meters)     429.56   (feet)  ADJUSTED  
 JA1246  ___________________________________________________________________
 JA1246  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JA1246  DYNAMIC HT  -         130.847 (meters)     429.29  (feet)  COMP
 JA1246  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 JA1246
 JA1246  VERT ORDER  -  SECOND    CLASS 0
 JA1246
 JA1246.The horizontal coordinates were scaled from a topographic map and have
 JA1246.an estimated accuracy of +/- 6 seconds.
 JA1246
 JA1246.The orthometric height was determined by differential leveling
 JA1246.and adjusted by the National Geodetic Survey in June 1991..
 JA1246
 JA1246.The geoid height was determined by GEOID03.
 JA1246
 JA1246.The dynamic height is computed by dividing the NAVD 88
 JA1246.geopotential number by the normal gravity value computed on the
 JA1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1246.degrees latitude (g = 980.6199 gals.).
 JA1246
 JA1246.The modeled gravity was interpolated from observed gravity values.
 JA1246
 JA1246;                    North         East    Units  Estimated Accuracy
 JA1246;SPC IL E     -   190,700.      336,870.      MT  (+/- 180 meters Scaled)
 JA1246
 JA1246                          SUPERSEDED SURVEY CONTROL
 JA1246
 JA1246  NGVD 29 (??/??/92)  131.058  (m)          429.98   (f) ADJ UNCH    2 0
 JA1246
 JA1246.Superseded values are not recommended for survey control.
 JA1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1246.See file dsdata.txt to determine how the superseded data were derived.
 JA1246
 JA1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH204488(NAD 83)
 JA1246_MARKER: DD = SURVEY DISK
 JA1246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1246_SP_SET: BUILDING
 JA1246_STAMPING: 431 VIN
 JA1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1246
 JA1246  HISTORY     - Date     Condition        Report By
 JA1246  HISTORY     - UNK      MONUMENTED       USGS
 JA1246  HISTORY     - 1935     GOOD             NGS
 JA1246
 JA1246                          STATION DESCRIPTION
 JA1246
 JA1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JA1246'AT BELLMONT.
 JA1246'AT BELLMONT, WABASH COUNTY, IN THE SOUTH WALL OF THE TOWN HALL,
 JA1246'NEAR THE SOUTHWEST CORNER OF THE BUILDING, AND ABOUT 3 FEET ABOVE
 JA1246'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JA1246'STAMPED 431 VIN AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1852 ***********************************************************************
 LB1852  DESIGNATION -  43.626
 LB1852  PID         -  LB1852
 LB1852  STATE/COUNTY-  IL/VERMILION
 LB1852  USGS QUAD   -  DANVILLE NE (1978)
 LB1852
 LB1852                         *CURRENT SURVEY CONTROL
 LB1852  ___________________________________________________________________
 LB1852* NAD 83(1986)-  40 09 32.     (N)    087 37 08.     (W)     SCALED    
 LB1852* NAVD 88     -       187.730  (meters)     615.91   (feet)  ADJUSTED  
 LB1852  ___________________________________________________________________
 LB1852  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LB1852  DYNAMIC HT  -         187.637 (meters)     615.61  (feet)  COMP
 LB1852  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 LB1852
 LB1852  VERT ORDER  -  FIRST     CLASS II
 LB1852
 LB1852.The horizontal coordinates were scaled from a topographic map and have
 LB1852.an estimated accuracy of +/- 6 seconds.
 LB1852
 LB1852.The orthometric height was determined by differential leveling
 LB1852.and adjusted by the National Geodetic Survey in June 1991..
 LB1852
 LB1852.The geoid height was determined by GEOID03.
 LB1852
 LB1852.The dynamic height is computed by dividing the NAVD 88
 LB1852.geopotential number by the normal gravity value computed on the
 LB1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1852.degrees latitude (g = 980.6199 gals.).
 LB1852
 LB1852.The modeled gravity was interpolated from observed gravity values.
 LB1852
 LB1852;                    North         East    Units  Estimated Accuracy
 LB1852;SPC IL E     -   387,890.      360,870.      MT  (+/- 180 meters Scaled)
 LB1852
 LB1852                          SUPERSEDED SURVEY CONTROL
 LB1852
 LB1852  NGVD 29 (??/??/92)  187.773  (m)          616.05   (f) ADJ UNCH    1 2
 LB1852
 LB1852.Superseded values are not recommended for survey control.
 LB1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1852.See file dsdata.txt to determine how the superseded data were derived.
 LB1852
 LB1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK472455(NAD 83)
 LB1852_MARKER: X = CHISELED CROSS
 LB1852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1852_SP_SET: BRIDGE PARAPET
 LB1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1852
 LB1852  HISTORY     - Date     Condition        Report By
 LB1852  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1852  HISTORY     - 1935     GOOD             NGS
 LB1852  HISTORY     - 1964     GOOD             NGS
 LB1852
 LB1852                          STATION DESCRIPTION
 LB1852
 LB1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1852'2 MI NE FROM DANVILLE.
 LB1852'2.0 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1852'STATION AT DANVILLE, VERMILION COUNTY, ABOUT 200 YARDS SOUTH
 LB1852'OF THE CHICAGO AND EASTERN ILLINOIS RAILROAD OVERHEAD BRIDGE, AT
 LB1852'BRIDGE 126.66, ON THE TOP OF THE NORTHWEST CORNER OF THE NORTH
 LB1852'PARAPET, 8 FEET WEST OF THE WEST RAIL OF THE SOUTHBOUND TRACK,
 LB1852'AND 1.5 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
 LB1852
 LB1852                          STATION RECOVERY (1964)
 LB1852
 LB1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LB1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0046 ***********************************************************************
 JB0046  DESIGNATION -  437 RESET
 JB0046  PID         -  JB0046
 JB0046  STATE/COUNTY-  IL/RICHLAND
 JB0046  USGS QUAD   -  NOBLE (1971)
 JB0046
 JB0046                         *CURRENT SURVEY CONTROL
 JB0046  ___________________________________________________________________
 JB0046* NAD 83(1986)-  38 42 42.     (N)    088 08 41.     (W)     SCALED    
 JB0046* NAVD 88     -       132.928  (meters)     436.11   (feet)  ADJUSTED  
 JB0046  ___________________________________________________________________
 JB0046  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JB0046  DYNAMIC HT  -         132.847 (meters)     435.85  (feet)  COMP
 JB0046  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 JB0046
 JB0046  VERT ORDER  -  FIRST     CLASS II
 JB0046
 JB0046.The horizontal coordinates were scaled from a topographic map and have
 JB0046.an estimated accuracy of +/- 6 seconds.
 JB0046
 JB0046.The orthometric height was determined by differential leveling
 JB0046.and adjusted by the National Geodetic Survey in June 1991..
 JB0046
 JB0046.The geoid height was determined by GEOID03.
 JB0046
 JB0046.The dynamic height is computed by dividing the NAVD 88
 JB0046.geopotential number by the normal gravity value computed on the
 JB0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0046.degrees latitude (g = 980.6199 gals.).
 JB0046
 JB0046.The modeled gravity was interpolated from observed gravity values.
 JB0046
 JB0046;                    North         East    Units  Estimated Accuracy
 JB0046;SPC IL E     -   226,990.      316,400.      MT  (+/- 180 meters Scaled)
 JB0046
 JB0046                          SUPERSEDED SURVEY CONTROL
 JB0046
 JB0046  NGVD 29 (??/??/92)  133.035  (m)          436.47   (f) ADJ UNCH    1 2
 JB0046
 JB0046.Superseded values are not recommended for survey control.
 JB0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0046.See file dsdata.txt to determine how the superseded data were derived.
 JB0046
 JB0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH004854(NAD 83)
 JB0046_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JB0046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0046_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0046_STAMPING: 437 1921 RESET 1949
 JB0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0046
 JB0046  HISTORY     - Date     Condition        Report By
 JB0046  HISTORY     - 1949     MONUMENTED       CGS
 JB0046  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0046
 JB0046                          STATION DESCRIPTION
 JB0046
 JB0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0046'3.4 MI W FROM OLNEY.
 JB0046'3.35 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0046'STATION AT OLNEY, IN THE NORTHWEST QUARTER OF A ROAD CROSSING, 61
 JB0046'FEET WEST AND ACROSS THE ROAD FROM BM D110, 42 FEET NORTH OF THE
 JB0046'NORTH RAIL, 30 FEET NORTH OF A CROSSING SIGN, 19 FEET WEST OF THE
 JB0046'CENTER LINE OF THE ROAD, 14 FEET SOUTH OF THE CENTER LINE OF A
 JB0046'ROAD PARALLEL TO THE TRACK, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 JB0046'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND THE PIPE
 JB0046'PROJECTS 14 INCHES.
 JB0046
 JB0046                          STATION RECOVERY (1986)
 JB0046
 JB0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0045 ***********************************************************************
 JB0045  DESIGNATION -  437 USGS
 JB0045  PID         -  JB0045
 JB0045  STATE/COUNTY-  IL/RICHLAND
 JB0045  USGS QUAD   -  NOBLE (1971)
 JB0045
 JB0045                         *CURRENT SURVEY CONTROL
 JB0045  ___________________________________________________________________
 JB0045* NAD 83(1986)-  38 42 42.     (N)    088 08 41.     (W)     SCALED    
 JB0045* NAVD 88     -       132.872  (meters)     435.93   (feet)  POSTED    
 JB0045  ___________________________________________________________________
 JB0045  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JB0045  DYNAMIC HT  -         132.790 (meters)     435.66  (feet)  COMP
 JB0045  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 JB0045
 JB0045  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JB0045
 JB0045.The horizontal coordinates were scaled from a topographic map and have
 JB0045.an estimated accuracy of +/- 6 seconds.
 JB0045
 JB0045.The orthometric height was determined by differential leveling
 JB0045.and adjusted by the National Geodetic Survey in 1992..
 JB0045.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JB0045.rate greater than 8.0 mm/km.
 JB0045
 JB0045.The geoid height was determined by GEOID03.
 JB0045
 JB0045.The dynamic height is computed by dividing the NAVD 88
 JB0045.geopotential number by the normal gravity value computed on the
 JB0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0045.degrees latitude (g = 980.6199 gals.).
 JB0045
 JB0045.The modeled gravity was interpolated from observed gravity values.
 JB0045
 JB0045;                    North         East    Units  Estimated Accuracy
 JB0045;SPC IL E     -   226,990.      316,400.      MT  (+/- 180 meters Scaled)
 JB0045
 JB0045                          SUPERSEDED SURVEY CONTROL
 JB0045
 JB0045  NGVD 29 (??/??/92)  132.99   (m)          436.3    (f) COMPUTED    2 0
 JB0045
 JB0045.Superseded values are not recommended for survey control.
 JB0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0045.See file dsdata.txt to determine how the superseded data were derived.
 JB0045
 JB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH004854(NAD 83)
 JB0045_MARKER: DB = BENCH MARK DISK
 JB0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0045+STABILITY: SURFACE MOTION
 JB0045
 JB0045  HISTORY     - Date     Condition        Report By
 JB0045  HISTORY     - UNK      MONUMENTED       USGS
 JB0045  HISTORY     - 1935     GOOD             NGS
 JB0045
 JB0045                          STATION DESCRIPTION
 JB0045
 JB0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB0045'3.4 MI W FROM OLNEY.
 JB0045'3.4 MILES WEST OF OLNEY, ILL.  ON THE B. AND O. R.R. 45 FEET
 JB0045'NORTH OF THE TRACK, 20 FEET WEST OF ROAD CROSSING, 23 POLES WEST
 JB0045'OF MILE POST C-223.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0528 ***********************************************************************
 HB0528  DESIGNATION -  438 USGS
 HB0528  PID         -  HB0528
 HB0528  STATE/COUNTY-  IL/FRANKLIN
 HB0528  USGS QUAD   -  THOMPSONVILLE (1976)
 HB0528
 HB0528                         *CURRENT SURVEY CONTROL
 HB0528  ___________________________________________________________________
 HB0528* NAD 83(1986)-  37 56 24.     (N)    088 48 36.     (W)     SCALED    
 HB0528* NAVD 88     -       133.69   (+/-2cm)     438.6    (feet)  VERTCON   
 HB0528  ___________________________________________________________________
 HB0528  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HB0528
 HB0528  VERT ORDER  -  ? (See Below)
 HB0528
 HB0528.The horizontal coordinates were scaled from a topographic map and have
 HB0528.an estimated accuracy of +/- 6 seconds.
 HB0528
 HB0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0528.The vertical order pertains to the NGVD 29 superseded value.
 HB0528
 HB0528.The geoid height was determined by GEOID03.
 HB0528
 HB0528;                    North         East    Units  Estimated Accuracy
 HB0528;SPC IL E     -   141,420.      258,100.      MT  (+/- 180 meters Scaled)
 HB0528
 HB0528                          SUPERSEDED SURVEY CONTROL
 HB0528
 HB0528  NGVD 29 (??/??/??)  133.783  (m)          438.92   (f) ADJUSTED    ?  
 HB0528
 HB0528.Superseded values are not recommended for survey control.
 HB0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0528.See file dsdata.txt to determine how the superseded data were derived.
 HB0528
 HB0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH409007(NAD 83)
 HB0528_MARKER: P = PIPE CAP
 HB0528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0528_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0528_STAMPING: 438 1906
 HB0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0528
 HB0528  HISTORY     - Date     Condition        Report By
 HB0528  HISTORY     - 1906     MONUMENTED       USGS
 HB0528  HISTORY     - 1949     GOOD             CGS
 HB0528
 HB0528                          STATION DESCRIPTION
 HB0528
 HB0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0528'AT PARRISH.
 HB0528'AT PARRISH, FRANKLIN COUNTY, ABOUT 196 FEET NORTHWEST OF THE
 HB0528'ILLINOIS CENTRAL RAILROAD STATION, ABOUT 200 FEET NORTHEAST OF A
 HB0528'ROAD CROSSING, ON THE WEST SIDE OF THE BROWN A MOORE STORE, AND
 HB0528'AT THE SOUTHWEST CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 HB0528'STANDARD CAP, STAMPED 438 1906 AND RIVETED ON THE TOP OF A
 HB0528'3-1/2-INCH IRON PIPE.  NOTE-- THE MARK WAS FOUND UNDER THE GRAVENS
 HB0528'STORE BUILDING ABOUT 16 FEET NORTH OF THE SOUTH FOUNDATION OF THE
 HB0528'STORE.  UNABLE TO GET TO MARK TO LEVEL TO IT OR TO SEE THE
 HB0528'STAMPING.  MARK APPEARS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0515 ***********************************************************************
 HB0515  DESIGNATION -  438 USGS
 HB0515  PID         -  HB0515
 HB0515  STATE/COUNTY-  IL/FRANKLIN
 HB0515  USGS QUAD   -  WEST FRANKFORT (1978)
 HB0515
 HB0515                         *CURRENT SURVEY CONTROL
 HB0515  ___________________________________________________________________
 HB0515* NAD 83(1986)-  37 59 22.     (N)    088 57 03.     (W)     SCALED    
 HB0515* NAVD 88     -       133.577  (meters)     438.24   (feet)  ADJUSTED  
 HB0515  ___________________________________________________________________
 HB0515  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HB0515  DYNAMIC HT  -         133.488 (meters)     437.95  (feet)  COMP
 HB0515  MODELED GRAV-     979,961.2   (mgal)                       NAVD 88
 HB0515
 HB0515  VERT ORDER  -  FIRST     CLASS II
 HB0515
 HB0515.The horizontal coordinates were scaled from a topographic map and have
 HB0515.an estimated accuracy of +/- 6 seconds.
 HB0515
 HB0515.The orthometric height was determined by differential leveling
 HB0515.and adjusted by the National Geodetic Survey in June 1991..
 HB0515
 HB0515.The geoid height was determined by GEOID03.
 HB0515
 HB0515.The dynamic height is computed by dividing the NAVD 88
 HB0515.geopotential number by the normal gravity value computed on the
 HB0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0515.degrees latitude (g = 980.6199 gals.).
 HB0515
 HB0515.The modeled gravity was interpolated from observed gravity values.
 HB0515
 HB0515;                    North         East    Units  Estimated Accuracy
 HB0515;SPC IL E     -   146,980.      245,760.      MT  (+/- 180 meters Scaled)
 HB0515
 HB0515                          SUPERSEDED SURVEY CONTROL
 HB0515
 HB0515  NGVD 29 (??/??/??)  133.668  (m)          438.54   (f) ADJUSTED    1 2
 HB0515
 HB0515.Superseded values are not recommended for survey control.
 HB0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0515.See file dsdata.txt to determine how the superseded data were derived.
 HB0515
 HB0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH286064(NAD 83)
 HB0515_MARKER: P = PIPE CAP
 HB0515_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0515_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0515_STAMPING: 438 1906 ILLINOIS
 HB0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0515
 HB0515  HISTORY     - Date     Condition        Report By
 HB0515  HISTORY     - 1906     MONUMENTED       USGS
 HB0515  HISTORY     - 1949     GOOD             CGS
 HB0515  HISTORY     - 20060908 POOR             ILDT
 HB0515
 HB0515                          STATION DESCRIPTION
 HB0515
 HB0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0515'1.8 MI W FROM BENTON.
 HB0515'1.8 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0515'FREIGHT STATION AT BENTON, 45 YARDS SOUTHWEST OF MILE POST E 88,
 HB0515'AT A PUBLIC GRAVEL ROAD CROSSING, 71 FEET SOUTH OF THE SOUTH
 HB0515'RAIL, 79 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING, 22.8
 HB0515'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF A SMALL
 HB0515'HOUSE, 2 FEET EAST OF A 5-INCH CEDAR TREE, ABOUT 2 FEET BELOW
 HB0515'THE TRACK AND PROJECTING 12 INCHES.
 HB0515
 HB0515                          STATION RECOVERY (2006)
 HB0515
 HB0515'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (JBH)
 HB0515'MARK FOUND AS PER 1949 DESCRIPTION.  MARK IS INCASED IN A PVC PIPE AND
 HB0515'DOME CAP APPEARS TO HAVE BEEN POUNDED TO THE POINT THAT IT IS NOW
 HB0515'CONCAVE.  THE 5 INCH CERDAR TREE IS NOW 12+ INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0505 ***********************************************************************
 HB0505  DESIGNATION -  439 ILL USGS
 HB0505  PID         -  HB0505
 HB0505  STATE/COUNTY-  IL/WILLIAMSON
 HB0505  USGS QUAD   -  CRAB ORCHARD (1996)
 HB0505
 HB0505                         *CURRENT SURVEY CONTROL
 HB0505  ___________________________________________________________________
 HB0505* NAD 83(1986)-  37 41 22.     (N)    088 51 20.     (W)     SCALED    
 HB0505* NAVD 88     -       133.502  (meters)     438.00   (feet)  ADJUSTED  
 HB0505  ___________________________________________________________________
 HB0505  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HB0505  DYNAMIC HT  -         133.409 (meters)     437.69  (feet)  COMP
 HB0505  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 HB0505
 HB0505  VERT ORDER  -  SECOND    CLASS 0
 HB0505
 HB0505.The horizontal coordinates were scaled from a topographic map and have
 HB0505.an estimated accuracy of +/- 6 seconds.
 HB0505
 HB0505.The orthometric height was determined by differential leveling
 HB0505.and adjusted by the National Geodetic Survey in June 1991..
 HB0505
 HB0505.The geoid height was determined by GEOID03.
 HB0505
 HB0505.The dynamic height is computed by dividing the NAVD 88
 HB0505.geopotential number by the normal gravity value computed on the
 HB0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0505.degrees latitude (g = 980.6199 gals.).
 HB0505
 HB0505.The modeled gravity was interpolated from observed gravity values.
 HB0505
 HB0505;                    North         East    Units  Estimated Accuracy
 HB0505;SPC IL E     -   113,630.      253,940.      MT  (+/- 180 meters Scaled)
 HB0505
 HB0505                          SUPERSEDED SURVEY CONTROL
 HB0505
 HB0505  NGVD 29 (??/??/??)  133.590  (m)          438.29   (f) ADJUSTED    2 0
 HB0505
 HB0505.Superseded values are not recommended for survey control.
 HB0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0505.See file dsdata.txt to determine how the superseded data were derived.
 HB0505
 HB0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG363729(NAD 83)
 HB0505_MARKER: P = PIPE CAP
 HB0505_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0505_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0505_STAMPING: 439 ILL
 HB0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0505
 HB0505  HISTORY     - Date     Condition        Report By
 HB0505  HISTORY     - UNK      MONUMENTED       USGS
 HB0505  HISTORY     - 1935     GOOD             CGS
 HB0505  HISTORY     - 1978     GOOD             ILDT
 HB0505  HISTORY     - 1978     GOOD             ILDT
 HB0505  HISTORY     - 1978     GOOD             ILDT
 HB0505
 HB0505                          STATION DESCRIPTION
 HB0505
 HB0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0505'AT NEW DENNISON.
 HB0505'AT NEW DENNISON, WILLIAMSON COUNTY, ON THE ILLINOIS CENTRAL
 HB0505'RAILROAD 190 FEET SOUTHEAST OF THE STATION, 50 FEET EAST OF THE
 HB0505'CENTERLINE OF THE TRACK, AND AT THE NORTHWEST CORNER OF THE E.L.
 HB0505'WELBORN WAREHOUSE IN 1935.  A UNITED STATES GEOLOGICAL SURVEY
 HB0505'STANDARD CAP, STAMPED 439 ILL AND RIVETED ON THE TOP OF A
 HB0505'3-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
 HB0505
 HB0505                          STATION RECOVERY (1978)
 HB0505
 HB0505'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0505'RECOVERED IN GOOD CONDITION.
 HB0505
 HB0505                          STATION RECOVERY (1978)
 HB0505
 HB0505'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0505'RECOVERED IN GOOD CONDITION.
 HB0505
 HB0505                          STATION RECOVERY (1978)
 HB0505
 HB0505'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0569 ***********************************************************************
 JC0569  DESIGNATION -  44
 JC0569  PID         -  JC0569
 JC0569  STATE/COUNTY-  IL/CALHOUN
 JC0569  USGS QUAD   -  WINFIELD (1993)
 JC0569
 JC0569                         *CURRENT SURVEY CONTROL
 JC0569  ___________________________________________________________________
 JC0569* NAD 83(1986)-  38 54 17.     (N)    090 37 54.     (W)     SCALED    
 JC0569* NAVD 88     -       132.53   (+/-2cm)     434.8    (feet)  VERTCON   
 JC0569  ___________________________________________________________________
 JC0569  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JC0569
 JC0569  VERT ORDER  -  FIRST     CLASS II (See Below)
 JC0569
 JC0569.The horizontal coordinates were scaled from a topographic map and have
 JC0569.an estimated accuracy of +/- 6 seconds.
 JC0569
 JC0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0569.The vertical order pertains to the NGVD 29 superseded value.
 JC0569
 JC0569.The geoid height was determined by GEOID03.
 JC0569
 JC0569;                    North         East    Units  Estimated Accuracy
 JC0569;SPC IL W     -   248,500.      659,670.      MT  (+/- 180 meters Scaled)
 JC0569
 JC0569                          SUPERSEDED SURVEY CONTROL
 JC0569
 JC0569  NGVD 29 (??/??/92)  132.594  (m)          435.02   (f) ADJ UNCH    1 2
 JC0569
 JC0569.Superseded values are not recommended for survey control.
 JC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0569.See file dsdata.txt to determine how the superseded data were derived.
 JC0569
 JC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD053088(NAD 83)
 JC0569_MARKER: B = BOLT
 JC0569_SETTING: 66 = SET IN ROCK OUTCROP
 JC0569_SP_SET: ROCK LEDGE
 JC0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0569+STABILITY: POSITION/ELEVATION WELL
 JC0569
 JC0569  HISTORY     - Date     Condition        Report By
 JC0569  HISTORY     - UNK      MONUMENTED       DOD
 JC0569  HISTORY     - 1933     GOOD             NGS
 JC0569
 JC0569                          STATION DESCRIPTION
 JC0569
 JC0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JC0569'NEAR MARTINS LANDING.
 JC0569'910 YARDS BELOW MARTINS LANDING, CALHOUN COUNTY, ON THE LOWER
 JC0569'SIDE OF THE FIRST VALLEY BELOW THE LANDING, 30 YARDS BACK FROM
 JC0569'THE BANK OF MISSISSIPPI RIVER, IN THE NORTHWEST FACE OF THE
 JC0569'BLUFFS, 26 FEET SOUTHWEST OF A 24-INCH BLAZED MAPLE TREE, 17 FEET
 JC0569'SOUTHEAST OF A 15-INCH BLAZED SYCAMORE TREE, 12-1/2 FEET EAST
 JC0569'OF A SHARP POINT OF OVERHANGING ROCK, 3 FEET BELOW THE TOP OF THE
 JC0569'EXPOSED ROCK, AND DIRECTLY BELOW A DETACHED ROCK LYING ON A LEDGE.
 JC0569'THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0017 ***********************************************************************
 MG0017  DESIGNATION -  44
 MG0017  PID         -  MG0017
 MG0017  STATE/COUNTY-  IL/ROCK ISLAND
 MG0017  USGS QUAD   -  SILVIS (1991)
 MG0017
 MG0017                         *CURRENT SURVEY CONTROL
 MG0017  ___________________________________________________________________
 MG0017* NAD 83(1986)-  41 33 16.     (N)    090 24 47.     (W)     SCALED    
 MG0017* NAVD 88     -       176.73   (+/-2cm)     579.8    (feet)  VERTCON   
 MG0017  ___________________________________________________________________
 MG0017  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0017
 MG0017  VERT ORDER  -  ? (See Below)
 MG0017
 MG0017.The horizontal coordinates were scaled from a topographic map and have
 MG0017.an estimated accuracy of +/- 6 seconds.
 MG0017
 MG0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0017.The vertical order pertains to the NGVD 29 superseded value.
 MG0017
 MG0017.The geoid height was determined by GEOID03.
 MG0017
 MG0017;                    North         East    Units  Estimated Accuracy
 MG0017;SPC IL W     -   542,630.      679,450.      MT  (+/- 180 meters Scaled)
 MG0017
 MG0017                          SUPERSEDED SURVEY CONTROL
 MG0017
 MG0017  NGVD 29 (??/??/92)  176.791  (m)          580.02   (f) ADJ UNCH    ?  
 MG0017
 MG0017.Superseded values are not recommended for survey control.
 MG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0017.See file dsdata.txt to determine how the superseded data were derived.
 MG0017
 MG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG157035(NAD 83)
 MG0017_MARKER: B = BOLT
 MG0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0017_SP_SET: BRICK
 MG0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0017
 MG0017  HISTORY     - Date     Condition        Report By
 MG0017  HISTORY     - UNK      MONUMENTED       USE
 MG0017  HISTORY     - 1931     GOOD             NGS
 MG0017  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 MG0017  HISTORY     - 19970605 MARK NOT FOUND   USPSQD
 MG0017
 MG0017                          STATION DESCRIPTION
 MG0017
 MG0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MG0017'AT HAMPTON.
 MG0017'AT HAMPTON, ROCK ISLAND, AT THE PUBLIC SCHOOL, ON THE EAST
 MG0017'SIDE OF THE BRICK SCHOOLHOUSE, 9 INCHES FROM THE SOUTHEAST
 MG0017'CORNER, IN THE UPPER FOUNDATION STONE, 4 INCHES BELOW THE TOP OF
 MG0017'THE WATER TABLE, AND ONE FOOT ABOVE THE GROUND.  THE CENTER OF A
 MG0017'COPPER BOLT SET HORIZONTALLY AND SURROUNDED BY THE LETTERS USPBM
 MG0017'CUT IN THE BRICK.
 MG0017
 MG0017                          STATION RECOVERY (1996)
 MG0017
 MG0017'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0017'MARK NOT FOUND.
 MG0017
 MG0017                          STATION RECOVERY (1997)
 MG0017
 MG0017'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0837 ***********************************************************************
 JB0837  DESIGNATION -  442
 JB0837  PID         -  JB0837
 JB0837  STATE/COUNTY-  IL/CLINTON
 JB0837  USGS QUAD   -  BOULDER (1969)
 JB0837
 JB0837                         *CURRENT SURVEY CONTROL
 JB0837  ___________________________________________________________________
 JB0837* NAD 83(1986)-  38 42 47.     (N)    089 14 20.     (W)     SCALED    
 JB0837* NAVD 88     -       134.795  (meters)     442.24   (feet)  ADJUSTED  
 JB0837  ___________________________________________________________________
 JB0837  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JB0837  DYNAMIC HT  -         134.710 (meters)     441.96  (feet)  COMP
 JB0837  MODELED GRAV-     979,994.0   (mgal)                       NAVD 88
 JB0837
 JB0837  VERT ORDER  -  SECOND    CLASS 0
 JB0837
 JB0837.The horizontal coordinates were scaled from a topographic map and have
 JB0837.an estimated accuracy of +/- 6 seconds.
 JB0837
 JB0837.The orthometric height was determined by differential leveling
 JB0837.and adjusted by the National Geodetic Survey in June 1991..
 JB0837
 JB0837.The geoid height was determined by GEOID03.
 JB0837
 JB0837.The dynamic height is computed by dividing the NAVD 88
 JB0837.geopotential number by the normal gravity value computed on the
 JB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0837.degrees latitude (g = 980.6199 gals.).
 JB0837
 JB0837.The modeled gravity was interpolated from observed gravity values.
 JB0837
 JB0837;                    North         East    Units  Estimated Accuracy
 JB0837;SPC IL W     -   227,530.      780,690.      MT  (+/- 180 meters Scaled)
 JB0837
 JB0837                          SUPERSEDED SURVEY CONTROL
 JB0837
 JB0837  NGVD 29 (??/??/92)  134.928  (m)          442.68   (f) ADJ UNCH    2 0
 JB0837
 JB0837.Superseded values are not recommended for survey control.
 JB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0837.See file dsdata.txt to determine how the superseded data were derived.
 JB0837
 JB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH053873(NAD 83)
 JB0837_MARKER: P = PIPE CAP
 JB0837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0837_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0837_STAMPING: 442
 JB0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0837
 JB0837  HISTORY     - Date     Condition        Report By
 JB0837  HISTORY     - UNK      MONUMENTED       USGS
 JB0837  HISTORY     - 1935     GOOD             NGS
 JB0837
 JB0837                          STATION DESCRIPTION
 JB0837
 JB0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB0837'1.4 MI N FROM BOULDER.
 JB0837'1.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 JB0837'FROM THE STATION AT BOULDER, CLINTON COUNTY, AT A ROAD CROSSING,
 JB0837'18 YARDS EAST OF THE CENTERLINE OF THE EAST TRACK, 7 YARDS
 JB0837'NORTH OF THE ROAD, 17 YARDS NORTHEAST OF BENCH MARK W 113
 JB0837'DESCRIBED ABOVE, AND AT A FENCE.  A UNITED STATES GEOLOGICAL
 JB0837'SURVEY STANDARD CAP, STAMPED 442 AND RIVETED ON THE TOP OF A
 JB0837'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1244 ***********************************************************************
 JA1244  DESIGNATION -  442 VIN USGS
 JA1244  PID         -  JA1244
 JA1244  STATE/COUNTY-  IL/WABASH
 JA1244  USGS QUAD   -  MOUNT CARMEL (1989)
 JA1244
 JA1244                         *CURRENT SURVEY CONTROL
 JA1244  ___________________________________________________________________
 JA1244* NAD 83(1986)-  38 23 52.     (N)    087 51 21.     (W)     SCALED    
 JA1244* NAVD 88     -       134.192  (meters)     440.26   (feet)  ADJUSTED  
 JA1244  ___________________________________________________________________
 JA1244  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JA1244  DYNAMIC HT  -         134.106 (meters)     439.98  (feet)  COMP
 JA1244  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JA1244
 JA1244  VERT ORDER  -  SECOND    CLASS 0
 JA1244
 JA1244.The horizontal coordinates were scaled from a topographic map and have
 JA1244.an estimated accuracy of +/- 6 seconds.
 JA1244
 JA1244.The orthometric height was determined by differential leveling
 JA1244.and adjusted by the National Geodetic Survey in June 1991..
 JA1244
 JA1244.The geoid height was determined by GEOID03.
 JA1244
 JA1244.The dynamic height is computed by dividing the NAVD 88
 JA1244.geopotential number by the normal gravity value computed on the
 JA1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1244.degrees latitude (g = 980.6199 gals.).
 JA1244
 JA1244.The modeled gravity was interpolated from observed gravity values.
 JA1244
 JA1244;                    North         East    Units  Estimated Accuracy
 JA1244;SPC IL E     -   192,240.      341,710.      MT  (+/- 180 meters Scaled)
 JA1244
 JA1244                          SUPERSEDED SURVEY CONTROL
 JA1244
 JA1244  NGVD 29 (??/??/92)  134.321  (m)          440.68   (f) ADJ UNCH    2 0
 JA1244
 JA1244.Superseded values are not recommended for survey control.
 JA1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1244.See file dsdata.txt to determine how the superseded data were derived.
 JA1244
 JA1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH252502(NAD 83)
 JA1244_MARKER: DD = SURVEY DISK
 JA1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1244_SP_SET: WALL
 JA1244_STAMPING: 442 VIN
 JA1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1244
 JA1244  HISTORY     - Date     Condition        Report By
 JA1244  HISTORY     - UNK      MONUMENTED       USGS
 JA1244  HISTORY     - 1935     GOOD             NGS
 JA1244
 JA1244                          STATION DESCRIPTION
 JA1244
 JA1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JA1244'AT MAUD.
 JA1244'AT MAUD, WABASH COUNTY, AT THE CHRISTIAN CHURCH, IN THE EAST
 JA1244'FOUNDATION WALL, AND NEAR THE NORTHEAST CORNER OF THE CHURCH.  A
 JA1244'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 442 VIN
 JA1244'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0569 ***********************************************************************
 HB0569  DESIGNATION -  443
 HB0569  PID         -  HB0569
 HB0569  STATE/COUNTY-  IL/FRANKLIN
 HB0569  USGS QUAD   -  CHRISTOPHER (1976)
 HB0569
 HB0569                         *CURRENT SURVEY CONTROL
 HB0569  ___________________________________________________________________
 HB0569* NAD 83(1986)-  37 58 20.     (N)    089 03 16.     (W)     SCALED    
 HB0569* NAVD 88     -       135.014  (meters)     442.96   (feet)  ADJUSTED  
 HB0569  ___________________________________________________________________
 HB0569  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HB0569  DYNAMIC HT  -         134.925 (meters)     442.67  (feet)  COMP
 HB0569  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HB0569
 HB0569  VERT ORDER  -  FIRST     CLASS II
 HB0569
 HB0569.The horizontal coordinates were scaled from a topographic map and have
 HB0569.an estimated accuracy of +/- 6 seconds.
 HB0569
 HB0569.The orthometric height was determined by differential leveling
 HB0569.and adjusted by the National Geodetic Survey in June 1991..
 HB0569
 HB0569.The geoid height was determined by GEOID03.
 HB0569
 HB0569.The dynamic height is computed by dividing the NAVD 88
 HB0569.geopotential number by the normal gravity value computed on the
 HB0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0569.degrees latitude (g = 980.6199 gals.).
 HB0569
 HB0569.The modeled gravity was interpolated from observed gravity values.
 HB0569
 HB0569;                    North         East    Units  Estimated Accuracy
 HB0569;SPC IL E     -   145,140.      236,640.      MT  (+/- 180 meters Scaled)
 HB0569
 HB0569                          SUPERSEDED SURVEY CONTROL
 HB0569
 HB0569  NGVD 29 (??/??/??)  135.106  (m)          443.26   (f) ADJUSTED    1 2
 HB0569
 HB0569.Superseded values are not recommended for survey control.
 HB0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0569.See file dsdata.txt to determine how the superseded data were derived.
 HB0569
 HB0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH195047(NAD 83)
 HB0569_MARKER: DD = SURVEY DISK
 HB0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0569_SP_SET: BUILDING
 HB0569_STAMPING: 443 1906 ILLINOIS
 HB0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0569+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 HB0569
 HB0569  HISTORY     - Date     Condition        Report By
 HB0569  HISTORY     - 1906     MONUMENTED       USGS
 HB0569  HISTORY     - 1949     GOOD             CGS
 HB0569  HISTORY     - 1980     GOOD             ILDT
 HB0569  HISTORY     - 1980     GOOD             ILDT
 HB0569  HISTORY     - 1980     GOOD             ILDT
 HB0569  HISTORY     - 20060228 GOOD             ILDT
 HB0569
 HB0569                          STATION DESCRIPTION
 HB0569
 HB0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0569'AT CHRISTOPHER.
 HB0569'AT CHRISTOPHER, ABOUT 1 BLOCK EAST ALONG THE ILLINOIS CENTRAL
 HB0569'RAILROAD FROM THE STATION, THENCE ABOUT 1/2 BLOCK NORTH ALONG SOUTH
 HB0569'EMMA STREET, SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST
 HB0569'CORNER OF A RED BRICK BUILDING HOUSING C.I.P.S. COMPANY OFFICE,
 HB0569'1 FOOT NORTH OF THE SOUTHWEST CORNER, IN THE NINETEENTH BRICK FROM
 HB0569'THE BOTTOM AND THE SECOND BRICK NORTH OF THE SOUTHWEST CORNER, 9
 HB0569'FEET EAST OF THE EAST CURB OF SOUTH EMMA STREET, 90 FEET SOUTH OF
 HB0569'THE SOUTH CURB OF MARKET STREET AND 3.8 FEET ABOVE THE SIDE WALK.
 HB0569
 HB0569                          STATION RECOVERY (1980)
 HB0569
 HB0569'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0569'RECOVERED IN GOOD CONDITION.
 HB0569
 HB0569                          STATION RECOVERY (1980)
 HB0569
 HB0569'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0569'RECOVERED IN GOOD CONDITION.
 HB0569
 HB0569                          STATION RECOVERY (1980)
 HB0569
 HB0569'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0569'RECOVERED IN GOOD CONDITION.
 HB0569
 HB0569                          STATION RECOVERY (2006)
 HB0569
 HB0569'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1501 ***********************************************************************
 JB1501  DESIGNATION -  445
 JB1501  PID         -  JB1501
 JB1501  STATE/COUNTY-  IL/CLINTON
 JB1501  USGS QUAD   -  BREESE (1981)
 JB1501
 JB1501                         *CURRENT SURVEY CONTROL
 JB1501  ___________________________________________________________________
 JB1501* NAD 83(1986)-  38 32 36.     (N)    089 36 45.     (W)     SCALED    
 JB1501* NAVD 88     -       135.270  (meters)     443.80   (feet)  ADJUSTED  
 JB1501  ___________________________________________________________________
 JB1501  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 JB1501  DYNAMIC HT  -         135.185 (meters)     443.52  (feet)  COMP
 JB1501  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JB1501
 JB1501  VERT ORDER  -  SECOND    CLASS 0
 JB1501
 JB1501.The horizontal coordinates were scaled from a topographic map and have
 JB1501.an estimated accuracy of +/- 6 seconds.
 JB1501
 JB1501.The orthometric height was determined by differential leveling
 JB1501.and adjusted by the National Geodetic Survey in June 1991..
 JB1501
 JB1501.The geoid height was determined by GEOID03.
 JB1501
 JB1501.The dynamic height is computed by dividing the NAVD 88
 JB1501.geopotential number by the normal gravity value computed on the
 JB1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1501.degrees latitude (g = 980.6199 gals.).
 JB1501
 JB1501.The modeled gravity was interpolated from observed gravity values.
 JB1501
 JB1501;                    North         East    Units  Estimated Accuracy
 JB1501;SPC IL W     -   208,420.      748,310.      MT  (+/- 180 meters Scaled)
 JB1501
 JB1501                          SUPERSEDED SURVEY CONTROL
 JB1501
 JB1501  NGVD 29 (??/??/92)  135.390  (m)          444.19   (f) ADJ UNCH    2 0
 JB1501
 JB1501.Superseded values are not recommended for survey control.
 JB1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1501.See file dsdata.txt to determine how the superseded data were derived.
 JB1501
 JB1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH723693(NAD 83)
 JB1501_MARKER: DD = SURVEY DISK
 JB1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1501_SP_SET: STONE
 JB1501_STAMPING: ILLINOIS 445 ADJ
 JB1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1501+STABILITY: SURFACE MOTION
 JB1501
 JB1501  HISTORY     - Date     Condition        Report By
 JB1501  HISTORY     - UNK      MONUMENTED       USGS
 JB1501  HISTORY     - 1961     GOOD             NGS
 JB1501
 JB1501                          STATION DESCRIPTION
 JB1501
 JB1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB1501'AT ALBERS.
 JB1501'IN ALBERS, ABOUT 0.05 MILE NORTH OF THE POST OFFICE, SET
 JB1501'VERTICALLY IN THE STONE FOUNDATION OF A LARGE WHITE PAINTED
 JB1501'WOODEN FRAME HOUSE, 57 FEET WEST OF THE CENTER LINE OF THE
 JB1501'STREET, 60 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 161,
 JB1501'13 FEET SOUTH OF THE CENTER OF THE EAST ENTRANCE TO THE HOUSE,
 JB1501'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1.5 FEET
 JB1501'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0353 ***********************************************************************
 HB0353  DESIGNATION -  445 ILL USGS
 HB0353  PID         -  HB0353
 HB0353  STATE/COUNTY-  IL/JOHNSON
 HB0353  USGS QUAD   -  BLOOMFIELD (1990)
 HB0353
 HB0353                         *CURRENT SURVEY CONTROL
 HB0353  ___________________________________________________________________
 HB0353* NAD 83(1986)-  37 28 02.     (N)    088 45 48.     (W)     SCALED    
 HB0353* NAVD 88     -       135.317  (meters)     443.95   (feet)  ADJUSTED  
 HB0353  ___________________________________________________________________
 HB0353  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 HB0353  DYNAMIC HT  -         135.221 (meters)     443.64  (feet)  COMP
 HB0353  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 HB0353
 HB0353  VERT ORDER  -  SECOND    CLASS 0
 HB0353
 HB0353.The horizontal coordinates were scaled from a topographic map and have
 HB0353.an estimated accuracy of +/- 6 seconds.
 HB0353
 HB0353.The orthometric height was determined by differential leveling
 HB0353.and adjusted by the National Geodetic Survey in June 1991..
 HB0353
 HB0353.The geoid height was determined by GEOID03.
 HB0353
 HB0353.The dynamic height is computed by dividing the NAVD 88
 HB0353.geopotential number by the normal gravity value computed on the
 HB0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0353.degrees latitude (g = 980.6199 gals.).
 HB0353
 HB0353.The modeled gravity was interpolated from observed gravity values.
 HB0353
 HB0353;                    North         East    Units  Estimated Accuracy
 HB0353;SPC IL E     -    88,930.      261,960.      MT  (+/- 180 meters Scaled)
 HB0353
 HB0353                          SUPERSEDED SURVEY CONTROL
 HB0353
 HB0353  NGVD 29 (??/??/??)  135.400  (m)          444.22   (f) ADJUSTED    2 0
 HB0353
 HB0353.Superseded values are not recommended for survey control.
 HB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0353.See file dsdata.txt to determine how the superseded data were derived.
 HB0353
 HB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG440481(NAD 83)
 HB0353_MARKER: P = PIPE CAP
 HB0353_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0353_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0353_STAMPING: 445 ILL
 HB0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0353
 HB0353  HISTORY     - Date     Condition        Report By
 HB0353  HISTORY     - UNK      MONUMENTED       USGS
 HB0353  HISTORY     - 1935     GOOD             CGS
 HB0353  HISTORY     - 1977     POOR             ILDT
 HB0353  HISTORY     - 1977     POOR             ILDT
 HB0353  HISTORY     - 1977     POOR             ILDT
 HB0353
 HB0353                          STATION DESCRIPTION
 HB0353
 HB0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0353'AT SIMPSON.
 HB0353'AT SIMPSON, JOHNSON COUNTY, 0.5 MILE FROM THE ILLINOIS CENTRAL
 HB0353'RAILROAD STATION, AT A CHURCH, AND AT THE SOUTHEAST CORNER OF
 HB0353'THE YARD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 HB0353'STAMPED 445 ILL. AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 HB0353'PIPE.
 HB0353
 HB0353                          STATION RECOVERY (1977)
 HB0353
 HB0353'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977
 HB0353'MARK RECOVERED IN POOR CONDITION.
 HB0353
 HB0353                          STATION RECOVERY (1977)
 HB0353
 HB0353'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977
 HB0353'MARK RECOVERED IN POOR CONDITION.
 HB0353
 HB0353                          STATION RECOVERY (1977)
 HB0353
 HB0353'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977
 HB0353'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0286 ***********************************************************************
 KC0286  DESIGNATION -  445.9
 KC0286  PID         -  KC0286
 KC0286  STATE/COUNTY-  IL/MORGAN
 KC0286  USGS QUAD   -  MEREDOSIA (1980)
 KC0286
 KC0286                         *CURRENT SURVEY CONTROL
 KC0286  ___________________________________________________________________
 KC0286* NAD 83(1986)-  39 49 37.     (N)    090 33 54.     (W)     SCALED    
 KC0286* NAVD 88     -       135.583  (meters)     444.83   (feet)  ADJUSTED  
 KC0286  ___________________________________________________________________
 KC0286  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KC0286  DYNAMIC HT  -         135.511 (meters)     444.59  (feet)  COMP
 KC0286  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 KC0286
 KC0286  VERT ORDER  -  FIRST     CLASS II
 KC0286
 KC0286.The horizontal coordinates were scaled from a topographic map and have
 KC0286.an estimated accuracy of +/- 6 seconds.
 KC0286
 KC0286.The orthometric height was determined by differential leveling
 KC0286.and adjusted by the National Geodetic Survey in June 1991..
 KC0286
 KC0286.The geoid height was determined by GEOID03.
 KC0286
 KC0286.The dynamic height is computed by dividing the NAVD 88
 KC0286.geopotential number by the normal gravity value computed on the
 KC0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0286.degrees latitude (g = 980.6199 gals.).
 KC0286
 KC0286.The modeled gravity was interpolated from observed gravity values.
 KC0286
 KC0286;                    North         East    Units  Estimated Accuracy
 KC0286;SPC IL W     -   350,850.      665,900.      MT  (+/- 180 meters Scaled)
 KC0286
 KC0286                          SUPERSEDED SURVEY CONTROL
 KC0286
 KC0286  NGVD 29 (??/??/92)  135.694  (m)          445.19   (f) ADJ UNCH    1 2
 KC0286
 KC0286.Superseded values are not recommended for survey control.
 KC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0286.See file dsdata.txt to determine how the superseded data were derived.
 KC0286
 KC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE083113(NAD 83)
 KC0286_MARKER: Q = CHISELED SQUARE
 KC0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0286_SP_SET: BRIDGE
 KC0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0286
 KC0286  HISTORY     - Date     Condition        Report By
 KC0286  HISTORY     - UNK      MONUMENTED       DOD
 KC0286  HISTORY     - 1933     GOOD             NGS
 KC0286
 KC0286                          STATION DESCRIPTION
 KC0286
 KC0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0286'AT MEREDOSIA.
 KC0286'AT MEREDOSIA, MORGAN COUNTY, ON THE WABASH RAILWAY, AT THE
 KC0286'BRIDGE OVER ILLINOIS RIVER, AT THE SOUTH SIDE OF THE SOUTHEAST
 KC0286'ABUTMENT, AND ON THE CORNER OF THE BRIDGE SEAT.  A CHISELED
 KC0286'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0287 ***********************************************************************
 KC0287  DESIGNATION -  446.1
 KC0287  PID         -  KC0287
 KC0287  STATE/COUNTY-  IL/PIKE
 KC0287  USGS QUAD   -  MEREDOSIA (1980)
 KC0287
 KC0287                         *CURRENT SURVEY CONTROL
 KC0287  ___________________________________________________________________
 KC0287* NAD 83(1986)-  39 49 42.     (N)    090 34 04.     (W)     SCALED    
 KC0287* NAVD 88     -       135.649  (meters)     445.04   (feet)  ADJUSTED  
 KC0287  ___________________________________________________________________
 KC0287  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KC0287  DYNAMIC HT  -         135.576 (meters)     444.80  (feet)  COMP
 KC0287  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 KC0287
 KC0287  VERT ORDER  -  FIRST     CLASS II
 KC0287
 KC0287.The horizontal coordinates were scaled from a topographic map and have
 KC0287.an estimated accuracy of +/- 6 seconds.
 KC0287
 KC0287.The orthometric height was determined by differential leveling
 KC0287.and adjusted by the National Geodetic Survey in June 1991..
 KC0287
 KC0287.The geoid height was determined by GEOID03.
 KC0287
 KC0287.The dynamic height is computed by dividing the NAVD 88
 KC0287.geopotential number by the normal gravity value computed on the
 KC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0287.degrees latitude (g = 980.6199 gals.).
 KC0287
 KC0287.The modeled gravity was interpolated from observed gravity values.
 KC0287
 KC0287;                    North         East    Units  Estimated Accuracy
 KC0287;SPC IL W     -   351,010.      665,660.      MT  (+/- 180 meters Scaled)
 KC0287
 KC0287                          SUPERSEDED SURVEY CONTROL
 KC0287
 KC0287  NGVD 29 (??/??/92)  135.760  (m)          445.41   (f) ADJ UNCH    1 2
 KC0287
 KC0287.Superseded values are not recommended for survey control.
 KC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0287.See file dsdata.txt to determine how the superseded data were derived.
 KC0287
 KC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE081115(NAD 83)
 KC0287_MARKER: Q = CHISELED SQUARE
 KC0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0287_SP_SET: BRIDGE
 KC0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0287
 KC0287  HISTORY     - Date     Condition        Report By
 KC0287  HISTORY     - UNK      MONUMENTED       DOD
 KC0287  HISTORY     - 1933     GOOD             NGS
 KC0287
 KC0287                          STATION DESCRIPTION
 KC0287
 KC0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0287'NEAR MEREDOSIA.
 KC0287'IN PIKE COUNTY, OPPOSITE MEREDOSIA, MORGAN COUNTY, AT THE WABASH
 KC0287'RAILWAY BRIDGE OVER ILLINOIS RIVER, AT THE SOUTH SIDE OF THE
 KC0287'NORTHWEST ABUTMENT, AND ON THE CORNER OF THE BRIDGE SEAT.  A
 KC0287'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1231 ***********************************************************************
 JB1231  DESIGNATION -  449
 JB1231  PID         -  JB1231
 JB1231  STATE/COUNTY-  IL/ST CLAIR
 JB1231  USGS QUAD   -  BALDWIN (1982)
 JB1231
 JB1231                         *CURRENT SURVEY CONTROL
 JB1231  ___________________________________________________________________
 JB1231* NAD 83(1986)-  38 14 53.     (N)    089 45 09.     (W)     SCALED    
 JB1231* NAVD 88     -       136.369  (meters)     447.40   (feet)  ADJUSTED  
 JB1231  ___________________________________________________________________
 JB1231  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JB1231  DYNAMIC HT  -         136.281 (meters)     447.12  (feet)  COMP
 JB1231  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 JB1231
 JB1231  VERT ORDER  -  SECOND    CLASS 0
 JB1231
 JB1231.The horizontal coordinates were scaled from a topographic map and have
 JB1231.an estimated accuracy of +/- 6 seconds.
 JB1231
 JB1231.The orthometric height was determined by differential leveling
 JB1231.and adjusted by the National Geodetic Survey in June 1991..
 JB1231
 JB1231.The geoid height was determined by GEOID03.
 JB1231
 JB1231.The dynamic height is computed by dividing the NAVD 88
 JB1231.geopotential number by the normal gravity value computed on the
 JB1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1231.degrees latitude (g = 980.6199 gals.).
 JB1231
 JB1231.The modeled gravity was interpolated from observed gravity values.
 JB1231
 JB1231;                    North         East    Units  Estimated Accuracy
 JB1231;SPC IL W     -   175,580.      736,250.      MT  (+/- 180 meters Scaled)
 JB1231
 JB1231                          SUPERSEDED SURVEY CONTROL
 JB1231
 JB1231  NGVD 29 (??/??/92)  136.490  (m)          447.80   (f) ADJ UNCH    2 0
 JB1231
 JB1231.Superseded values are not recommended for survey control.
 JB1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1231.See file dsdata.txt to determine how the superseded data were derived.
 JB1231
 JB1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH591369(NAD 83)
 JB1231_MARKER: P = PIPE CAP
 JB1231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB1231_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB1231_STAMPING: 449 1907
 JB1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1231
 JB1231  HISTORY     - Date     Condition        Report By
 JB1231  HISTORY     - 1907     MONUMENTED       USGS
 JB1231  HISTORY     - 1935     GOOD             NGS
 JB1231
 JB1231                          STATION DESCRIPTION
 JB1231
 JB1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB1231'AT MARISSA.
 JB1231'AT MARISSA, ST. CLAIR COUNTY, AT THE HIGH SCHOOL, AND IN THE
 JB1231'SOUTHWEST CORNER OF THE SCHOOLYARD.  A UNITED STATES GEOLOGICAL
 JB1231'SURVEY STANDARD CAP, STAMPED 449 1907 AND RIVETED ON THE TOP OF A
 JB1231'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0016 ***********************************************************************
 MG0016  DESIGNATION -  45
 MG0016  PID         -  MG0016
 MG0016  STATE/COUNTY-  IL/ROCK ISLAND
 MG0016  USGS QUAD   -  SILVIS (1991)
 MG0016
 MG0016                         *CURRENT SURVEY CONTROL
 MG0016  ___________________________________________________________________
 MG0016* NAD 83(1986)-  41 33 39.     (N)    090 24 40.     (W)     SCALED    
 MG0016* NAVD 88     -       173.67   (+/-2cm)     569.8    (feet)  VERTCON   
 MG0016  ___________________________________________________________________
 MG0016  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0016
 MG0016  VERT ORDER  -  ? (See Below)
 MG0016
 MG0016.The horizontal coordinates were scaled from a topographic map and have
 MG0016.an estimated accuracy of +/- 6 seconds.
 MG0016
 MG0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0016.The vertical order pertains to the NGVD 29 superseded value.
 MG0016
 MG0016.The geoid height was determined by GEOID03.
 MG0016
 MG0016;                    North         East    Units  Estimated Accuracy
 MG0016;SPC IL W     -   543,340.      679,610.      MT  (+/- 180 meters Scaled)
 MG0016
 MG0016                          SUPERSEDED SURVEY CONTROL
 MG0016
 MG0016  NGVD 29 (??/??/92)  173.736  (m)          570.00   (f) ADJ UNCH    ?  
 MG0016
 MG0016.Superseded values are not recommended for survey control.
 MG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0016.See file dsdata.txt to determine how the superseded data were derived.
 MG0016
 MG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG158042(NAD 83)
 MG0016_MARKER: B = BOLT
 MG0016_SETTING: 66 = SET IN ROCK OUTCROP
 MG0016_SP_SET: STONE CUT
 MG0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MG0016+STABILITY: POSITION/ELEVATION WELL
 MG0016
 MG0016  HISTORY     - Date     Condition        Report By
 MG0016  HISTORY     - UNK      MONUMENTED       USE
 MG0016  HISTORY     - 1931     GOOD             NGS
 MG0016  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 MG0016  HISTORY     - 19970605 GOOD             USPSQD
 MG0016
 MG0016                          STATION DESCRIPTION
 MG0016
 MG0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MG0016'AT HAMPTON.
 MG0016'AT HAMPTON, ROCK ISLAND COUNTY, AT THE J.F. OLTMANS BRICK STORE
 MG0016'BUILDING ON THE LEVEE, IN THE NORTH SIDE OF THE NORTHWEST CORNER
 MG0016'OF THE STONE FOUNDATION, AND AT THE HIGHWATER MARK OF 1880.
 MG0016'THE CENTER OF A COPPER BOLT LEADED HORIZONTALLY AND SURROUNDED
 MG0016'BY THE LETTERS USPBM CUT IN THE STONE.
 MG0016
 MG0016                          STATION RECOVERY (1996)
 MG0016
 MG0016'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0016'MARK NOT FOUND.
 MG0016
 MG0016                          STATION RECOVERY (1997)
 MG0016
 MG0016'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0295 ***********************************************************************
 JB0295  DESIGNATION -  45 S
 JB0295  PID         -  JB0295
 JB0295  STATE/COUNTY-  IL/JEFFERSON
 JB0295  USGS QUAD   -  MOUNT VERNON (1978)
 JB0295
 JB0295                         *CURRENT SURVEY CONTROL
 JB0295  ___________________________________________________________________
 JB0295* NAD 83(1986)-  38 15 30.     (N)    088 53 56.     (W)     SCALED    
 JB0295* NAVD 88     -       130.006  (meters)     426.53   (feet)  ADJUSTED  
 JB0295  ___________________________________________________________________
 JB0295  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 JB0295  DYNAMIC HT  -         129.922 (meters)     426.25  (feet)  COMP
 JB0295  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 JB0295
 JB0295  VERT ORDER  -  SECOND    CLASS 0
 JB0295
 JB0295.The horizontal coordinates were scaled from a topographic map and have
 JB0295.an estimated accuracy of +/- 6 seconds.
 JB0295
 JB0295.The orthometric height was determined by differential leveling
 JB0295.and adjusted by the National Geodetic Survey in June 1991..
 JB0295
 JB0295.The geoid height was determined by GEOID03.
 JB0295
 JB0295.The dynamic height is computed by dividing the NAVD 88
 JB0295.geopotential number by the normal gravity value computed on the
 JB0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0295.degrees latitude (g = 980.6199 gals.).
 JB0295
 JB0295.The modeled gravity was interpolated from observed gravity values.
 JB0295
 JB0295;                    North         East    Units  Estimated Accuracy
 JB0295;SPC IL E     -   176,800.      250,500.      MT  (+/- 180 meters Scaled)
 JB0295
 JB0295                          SUPERSEDED SURVEY CONTROL
 JB0295
 JB0295  NGVD 29 (??/??/92)  130.112  (m)          426.88   (f) ADJ UNCH    2 0
 JB0295
 JB0295.Superseded values are not recommended for survey control.
 JB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0295.See file dsdata.txt to determine how the superseded data were derived.
 JB0295
 JB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH338361(NAD 83)
 JB0295_MARKER: DD = SURVEY DISK
 JB0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0295_STAMPING: 45 S 1928
 JB0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0295+STABILITY: SURFACE MOTION
 JB0295
 JB0295  HISTORY     - Date     Condition        Report By
 JB0295  HISTORY     - 1928     MONUMENTED       USGS
 JB0295  HISTORY     - 1961     GOOD             NGS
 JB0295  HISTORY     - 1984     MARK NOT FOUND   NGS
 JB0295
 JB0295                          STATION DESCRIPTION
 JB0295
 JB0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB0295'4.2 MI S FROM MT VERNON.
 JB0295'ABOUT 4.2 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0295'RAILROAD FROM THE STATION AT MT. VERNON, AT THE CROSSING OF THE
 JB0295'ROADLEADING EAST TO IRISVILLE, 34 FEET WEST OF THE WEST RAIL, 28
 JB0295'FEET SOUTH OF THE ROAD, 46 FEET EAST OF THE CENTER LINE OF STATE
 JB0295'HIGHWAY 37, 45 FEET SOUTHWEST OF THE CENTER OF THE ROAD CROSSING,
 JB0295'5 FEET NORTH-NORTHWEST OF POLE NUMBER 279-33, 3.9 FEET SOUTHEAST
 JB0295'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JB0295'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JB0295'GROUND.
 JB0295
 JB0295                          STATION RECOVERY (1984)
 JB0295
 JB0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JB0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0900 ***********************************************************************
 JB0900  DESIGNATION -  451
 JB0900  PID         -  JB0900
 JB0900  STATE/COUNTY-  IL/CLINTON
 JB0900  USGS QUAD   -  BECKEMEYER (1969)
 JB0900
 JB0900                         *CURRENT SURVEY CONTROL
 JB0900  ___________________________________________________________________
 JB0900* NAD 83(1986)-  38 36 22.     (N)    089 26 30.     (W)     SCALED    
 JB0900* NAVD 88     -       137.335  (meters)     450.57   (feet)  ADJUSTED  
 JB0900  ___________________________________________________________________
 JB0900  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JB0900  DYNAMIC HT  -         137.248 (meters)     450.29  (feet)  COMP
 JB0900  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JB0900
 JB0900  VERT ORDER  -  FIRST     CLASS II
 JB0900
 JB0900.The horizontal coordinates were scaled from a topographic map and have
 JB0900.an estimated accuracy of +/- 6 seconds.
 JB0900
 JB0900.The orthometric height was determined by differential leveling
 JB0900.and adjusted by the National Geodetic Survey in June 1991..
 JB0900
 JB0900.The geoid height was determined by GEOID03.
 JB0900
 JB0900.The dynamic height is computed by dividing the NAVD 88
 JB0900.geopotential number by the normal gravity value computed on the
 JB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0900.degrees latitude (g = 980.6199 gals.).
 JB0900
 JB0900.The modeled gravity was interpolated from observed gravity values.
 JB0900
 JB0900;                    North         East    Units  Estimated Accuracy
 JB0900;SPC IL W     -   215,500.      763,150.      MT  (+/- 180 meters Scaled)
 JB0900
 JB0900                          SUPERSEDED SURVEY CONTROL
 JB0900
 JB0900  NGVD 29 (??/??/92)  137.45   (m)          451.0    (f) COMPUTED    1 2
 JB0900
 JB0900.Superseded values are not recommended for survey control.
 JB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0900.See file dsdata.txt to determine how the superseded data were derived.
 JB0900
 JB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH873758(NAD 83)
 JB0900_MARKER: P = PIPE CAP
 JB0900_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0900_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0900_STAMPING: 451
 JB0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0900
 JB0900  HISTORY     - Date     Condition        Report By
 JB0900  HISTORY     - UNK      MONUMENTED       USGS
 JB0900  HISTORY     - 1949     GOOD             NGS
 JB0900  HISTORY     - 1969     MARK NOT FOUND   NGS
 JB0900
 JB0900                          STATION DESCRIPTION
 JB0900
 JB0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0900'4 MI W FROM CARLYLE.
 JB0900'4.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0900'STATION AT CARLYLE, ABOUT 0.4 MILE WEST OF THE STATION AT
 JB0900'BECKEMEYER, AT A ROAD CROSSING, 130 FEET NORTHEAST AND ACROSS
 JB0900'THE TRACK FROM BM N 152, 72.5 FEET NORTHEAST OF THE CENTER OF
 JB0900'THE CROSSING, 67 FEET NORTH OF THE NORTH RAIL, 45 FEET NORTH
 JB0900'NORTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD AND A STREET
 JB0900'EAST, 39 FEET NORTH OF THE CENTER LINE OF THE STREET EAST, 16
 JB0900'FEET EAST OF THE CENTER LINE OF THE ROAD, 5.5 FEET WEST OF THE
 JB0900'WEST FOUNDATION OF A DESTROYED BUILDING, 1 FOOT WEST OF A WHITE
 JB0900'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK
 JB0900'AND THE IRON PIPE PROJECTS 6 INCHES.
 JB0900
 JB0900                          STATION RECOVERY (1969)
 JB0900
 JB0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JB0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1317 ***********************************************************************
 KA1317  DESIGNATION -  451.77
 KA1317  PID         -  KA1317
 KA1317  STATE/COUNTY-  IL/CRAWFORD
 KA1317  USGS QUAD   -  HUTSONVILLE (1987)
 KA1317
 KA1317                         *CURRENT SURVEY CONTROL
 KA1317  ___________________________________________________________________
 KA1317* NAD 83(1986)-  39 05 52.     (N)    087 38 11.     (W)     SCALED    
 KA1317* NAVD 88     -       137.260  (meters)     450.33   (feet)  ADJUSTED  
 KA1317  ___________________________________________________________________
 KA1317  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KA1317  DYNAMIC HT  -         137.180 (meters)     450.06  (feet)  COMP
 KA1317  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 KA1317
 KA1317  VERT ORDER  -  FIRST     CLASS II
 KA1317
 KA1317.The horizontal coordinates were scaled from a topographic map and have
 KA1317.an estimated accuracy of +/- 6 seconds.
 KA1317
 KA1317.The orthometric height was determined by differential leveling
 KA1317.and adjusted by the National Geodetic Survey in June 1991..
 KA1317
 KA1317.The geoid height was determined by GEOID03.
 KA1317
 KA1317.The dynamic height is computed by dividing the NAVD 88
 KA1317.geopotential number by the normal gravity value computed on the
 KA1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1317.degrees latitude (g = 980.6199 gals.).
 KA1317
 KA1317.The modeled gravity was interpolated from observed gravity values.
 KA1317
 KA1317;                    North         East    Units  Estimated Accuracy
 KA1317;SPC IL E     -   270,060.      360,290.      MT  (+/- 180 meters Scaled)
 KA1317
 KA1317                          SUPERSEDED SURVEY CONTROL
 KA1317
 KA1317  NGVD 29 (??/??/92)  137.388  (m)          450.75   (f) ADJ UNCH    1 2
 KA1317
 KA1317.Superseded values are not recommended for survey control.
 KA1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1317.See file dsdata.txt to determine how the superseded data were derived.
 KA1317
 KA1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ449278(NAD 83)
 KA1317_MARKER: P = PIPE CAP
 KA1317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1317_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA1317_STAMPING: 451.77 6-5-54
 KA1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1317
 KA1317  HISTORY     - Date     Condition        Report By
 KA1317  HISTORY     - 1954     MONUMENTED       LOCENG
 KA1317  HISTORY     - 1956     GOOD             NGS
 KA1317
 KA1317                          STATION DESCRIPTION
 KA1317
 KA1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1317'1.4 MI SE FROM HUTSONVILLE.
 KA1317'1.35 MILES SOUTHEAST ALONG LINCOLN NATIONAL MEMORIAL HIGHWAY
 KA1317'FROM THE SCHOOL AT HUTSONVILLE, AT JUNCTION OF A DRIVE WEST TO
 KA1317'A LARGE GRAVEL PIT, 52 FEET WEST OF CENTER LINE OF ROAD, 33 FEET
 KA1317'SOUTH OF CENTER LINE OF ROAD TO GRAVEL PIT, 40 FEET EAST OF AN
 KA1317'OFFICE BUILDING OF GRAVEL PIT, 36 FEET EAST OF EAST END OF SCALE
 KA1317'PIT AND IS A BRONZE CAP ON PIPE AND SET IN CONCRETE.  NOTE-- THE
 KA1317'CASTING ON CAP IS AS FOLLOWS-- OHIO OIL CO.  TO BE USED FOR
 KA1317'WATER ELEV. ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0022 ***********************************************************************
 JB0022  DESIGNATION -  453
 JB0022  PID         -  JB0022
 JB0022  STATE/COUNTY-  IL/CLAY
 JB0022  USGS QUAD   -  FLORA (1970)
 JB0022
 JB0022                         *CURRENT SURVEY CONTROL
 JB0022  ___________________________________________________________________
 JB0022* NAD 83(1986)-  38 40 27.     (N)    088 25 44.     (W)     SCALED    
 JB0022* NAVD 88     -       137.635  (meters)     451.56   (feet)  ADJUSTED  
 JB0022  ___________________________________________________________________
 JB0022  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB0022  DYNAMIC HT  -         137.549 (meters)     451.28  (feet)  COMP
 JB0022  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 JB0022
 JB0022  VERT ORDER  -  FIRST     CLASS II
 JB0022
 JB0022.The horizontal coordinates were scaled from a topographic map and have
 JB0022.an estimated accuracy of +/- 6 seconds.
 JB0022
 JB0022.The orthometric height was determined by differential leveling
 JB0022.and adjusted by the National Geodetic Survey in June 1991..
 JB0022.WARNING-Repeat measurements at this control monument indicate possible
 JB0022.vertical movement.
 JB0022
 JB0022.The geoid height was determined by GEOID03.
 JB0022
 JB0022.The dynamic height is computed by dividing the NAVD 88
 JB0022.geopotential number by the normal gravity value computed on the
 JB0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0022.degrees latitude (g = 980.6199 gals.).
 JB0022
 JB0022.The modeled gravity was interpolated from observed gravity values.
 JB0022
 JB0022;                    North         East    Units  Estimated Accuracy
 JB0022;SPC IL E     -   222,810.      291,690.      MT  (+/- 180 meters Scaled)
 JB0022
 JB0022                          SUPERSEDED SURVEY CONTROL
 JB0022
 JB0022  NGVD 29 (??/??/92)  137.74   (m)          451.9    (f) COMPUTED    1 2
 JB0022
 JB0022.Superseded values are not recommended for survey control.
 JB0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0022.See file dsdata.txt to determine how the superseded data were derived.
 JB0022
 JB0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH757815(NAD 83)
 JB0022_MARKER: DD = SURVEY DISK
 JB0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0022_STAMPING: 453 1921
 JB0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0022
 JB0022  HISTORY     - Date     Condition        Report By
 JB0022  HISTORY     - 1921     MONUMENTED       USGS
 JB0022  HISTORY     - 1949     GOOD             NGS
 JB0022  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0022
 JB0022                          STATION DESCRIPTION
 JB0022
 JB0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0022'4.1 MI E FROM FLORA.
 JB0022'3.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0022'STATION AT FLORA, THENCE ABOUT 0.6 MILE SOUTH ALONG A DIRT ROAD,
 JB0022'SET IN THE NORTHWEST QUARTER OF HIGHWAY 50 AND A SIDE ROAD NORTH,
 JB0022'AT THE SOUTHEAST CORNER OF THE STANDFORD TOWNHALL, 82 FEET NORTH
 JB0022'OF THE CENTER LINE OF HIGHWAY 50, 94 FEET WEST OF THE CENTER
 JB0022'LINE OF THE ROAD NORTH, 2 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 JB0022'OF THE HALL, ABOUT 2 FEET ABOVE THE LEVEL OF HIGHWAY 50 AND SET
 JB0022'ON THE TOP OF A IRON PIPE PROJECTING 4 INCHES.
 JB0022
 JB0022                          STATION RECOVERY (1986)
 JB0022
 JB0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0022'THE CAP IS MISSING FROM THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1520 ***********************************************************************
 LC1520  DESIGNATION -  453
 LC1520  PID         -  LC1520
 LC1520  STATE/COUNTY-  IL/TAZEWELL
 LC1520  USGS QUAD   -  PEKIN (1996)
 LC1520
 LC1520                         *CURRENT SURVEY CONTROL
 LC1520  ___________________________________________________________________
 LC1520* NAD 83(1986)-  40 31 13.     (N)    089 43 39.     (W)     SCALED    
 LC1520* NAVD 88     -       138.211  (meters)     453.45   (feet)  ADJUSTED  
 LC1520  ___________________________________________________________________
 LC1520  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LC1520  DYNAMIC HT  -         138.145 (meters)     453.23  (feet)  COMP
 LC1520  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 LC1520
 LC1520  VERT ORDER  -  FIRST     CLASS II
 LC1520
 LC1520.The horizontal coordinates were scaled from a topographic map and have
 LC1520.an estimated accuracy of +/- 6 seconds.
 LC1520
 LC1520.The orthometric height was determined by differential leveling
 LC1520.and adjusted by the National Geodetic Survey in June 1991..
 LC1520
 LC1520.The geoid height was determined by GEOID03.
 LC1520
 LC1520.The dynamic height is computed by dividing the NAVD 88
 LC1520.geopotential number by the normal gravity value computed on the
 LC1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1520.degrees latitude (g = 980.6199 gals.).
 LC1520
 LC1520.The modeled gravity was interpolated from observed gravity values.
 LC1520
 LC1520;                    North         East    Units  Estimated Accuracy
 LC1520;SPC IL W     -   427,850.      737,210.      MT  (+/- 180 meters Scaled)
 LC1520
 LC1520                          SUPERSEDED SURVEY CONTROL
 LC1520
 LC1520  NGVD 29 (??/??/92)  138.314  (m)          453.79   (f) ADJ UNCH    1 2
 LC1520
 LC1520.Superseded values are not recommended for survey control.
 LC1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1520.See file dsdata.txt to determine how the superseded data were derived.
 LC1520
 LC1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK689890(NAD 83)
 LC1520_MARKER: DD = SURVEY DISK
 LC1520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1520_SP_SET: BRIDGE
 LC1520_STAMPING: 453 PEORIA
 LC1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1520
 LC1520  HISTORY     - Date     Condition        Report By
 LC1520  HISTORY     - UNK      MONUMENTED       USGS
 LC1520  HISTORY     - 1961     GOOD             NGS
 LC1520
 LC1520                          STATION DESCRIPTION
 LC1520
 LC1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC1520'3.9 MI WSW FROM PEKIN.
 LC1520'ABOUT 3.35 MILES WEST-SOUTHWEST ALONG THE POWERTON AND MANITO
 LC1520'ROAD FROM THE GATE AT THE POWERTON POWER PLANT, THENCE 0.55 MILE
 LC1520'EAST ALONG A GRAVELED ROAD, AT A BRIDGE OVER THE MACKINAW RIVER,
 LC1520'ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST STONE ABUTMENT
 LC1520'WHICH IS ABOUT 1/3 COVERED WITH CONCRETE, 8 1/2 FEET SOUTHEAST
 LC1520'OF THE CENTER OF THE BRIDGE, 2 INCHES SOUTHEAST OF THE SOUTHEAST
 LC1520'FACE OF THE CONCRETE BLOCK AND 1 FOOT BELOW THE LEVEL OF THE
 LC1520'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0838 ***********************************************************************
 JB0838  DESIGNATION -  453
 JB0838  PID         -  JB0838
 JB0838  STATE/COUNTY-  IL/CLINTON
 JB0838  USGS QUAD   -  KEYESPORT (1969)
 JB0838
 JB0838                         *CURRENT SURVEY CONTROL
 JB0838  ___________________________________________________________________
 JB0838* NAD 83(1986)-  38 44 29.     (N)    089 16 26.     (W)     SCALED    
 JB0838* NAVD 88     -       137.969  (meters)     452.65   (feet)  ADJUSTED  
 JB0838  ___________________________________________________________________
 JB0838  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JB0838  DYNAMIC HT  -         137.882 (meters)     452.37  (feet)  COMP
 JB0838  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 JB0838
 JB0838  VERT ORDER  -  SECOND    CLASS 0
 JB0838
 JB0838.The horizontal coordinates were scaled from a topographic map and have
 JB0838.an estimated accuracy of +/- 6 seconds.
 JB0838
 JB0838.The orthometric height was determined by differential leveling
 JB0838.and adjusted by the National Geodetic Survey in June 1991..
 JB0838
 JB0838.The geoid height was determined by GEOID03.
 JB0838
 JB0838.The dynamic height is computed by dividing the NAVD 88
 JB0838.geopotential number by the normal gravity value computed on the
 JB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0838.degrees latitude (g = 980.6199 gals.).
 JB0838
 JB0838.The modeled gravity was interpolated from observed gravity values.
 JB0838
 JB0838;                    North         East    Units  Estimated Accuracy
 JB0838;SPC IL W     -   230,640.      777,620.      MT  (+/- 180 meters Scaled)
 JB0838
 JB0838                          SUPERSEDED SURVEY CONTROL
 JB0838
 JB0838  NGVD 29 (??/??/92)  138.101  (m)          453.09   (f) ADJ UNCH    2 0
 JB0838
 JB0838.Superseded values are not recommended for survey control.
 JB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0838.See file dsdata.txt to determine how the superseded data were derived.
 JB0838
 JB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH023905(NAD 83)
 JB0838_MARKER: P = PIPE CAP
 JB0838_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0838_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0838_STAMPING: 453
 JB0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0838
 JB0838  HISTORY     - Date     Condition        Report By
 JB0838  HISTORY     - UNK      MONUMENTED       USGS
 JB0838  HISTORY     - 1935     GOOD             NGS
 JB0838  HISTORY     - 1975     MARK NOT FOUND   LOCSUR
 JB0838
 JB0838                          STATION DESCRIPTION
 JB0838
 JB0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB0838'AT KEYESPORT.
 JB0838'AT KEYESPORT, CLINTON COUNTY, ON THE CHICAGO, BURLINGTON AND
 JB0838'QUINCY RAILROAD, 45 YARDS SOUTH OF THE STATION, AT A ROAD
 JB0838'CROSSING, 10 YARDS EAST OF THE CENTERLINE OF THE EAST TRACK, AND
 JB0838'7 YARDS SOUTH OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 JB0838'STANDARD CAP, STAMPED 453 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 JB0838'IRON PIPE.
 JB0838
 JB0838                          STATION RECOVERY (1975)
 JB0838
 JB0838'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 JB0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0879 ***********************************************************************
 JB0879  DESIGNATION -  454
 JB0879  PID         -  JB0879
 JB0879  STATE/COUNTY-  IL/CLINTON
 JB0879  USGS QUAD   -  CARLYLE (1969)
 JB0879
 JB0879                         *CURRENT SURVEY CONTROL
 JB0879  ___________________________________________________________________
 JB0879* NAD 83(1986)-  38 36 13.     (N)    089 17 26.     (W)     SCALED    
 JB0879* NAVD 88     -       138.241  (meters)     453.55   (feet)  ADJUSTED  
 JB0879  ___________________________________________________________________
 JB0879  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JB0879  DYNAMIC HT  -         138.153 (meters)     453.26  (feet)  COMP
 JB0879  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JB0879
 JB0879  VERT ORDER  -  FIRST     CLASS I
 JB0879
 JB0879.The horizontal coordinates were scaled from a topographic map and have
 JB0879.an estimated accuracy of +/- 6 seconds.
 JB0879
 JB0879.The orthometric height was determined by differential leveling
 JB0879.and adjusted by the National Geodetic Survey in June 1991..
 JB0879.WARNING-Repeat measurements at this control monument indicate possible
 JB0879.vertical movement.
 JB0879
 JB0879.The geoid height was determined by GEOID03.
 JB0879
 JB0879.The dynamic height is computed by dividing the NAVD 88
 JB0879.geopotential number by the normal gravity value computed on the
 JB0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0879.degrees latitude (g = 980.6199 gals.).
 JB0879
 JB0879.The modeled gravity was interpolated from observed gravity values.
 JB0879
 JB0879;                    North         East    Units  Estimated Accuracy
 JB0879;SPC IL W     -   215,330.      776,310.      MT  (+/- 180 meters Scaled)
 JB0879
 JB0879                          SUPERSEDED SURVEY CONTROL
 JB0879
 JB0879  NGVD 29 (??/??/92)  138.359  (m)          453.93   (f) ADJ UNCH    1 1
 JB0879
 JB0879.Superseded values are not recommended for survey control.
 JB0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0879.See file dsdata.txt to determine how the superseded data were derived.
 JB0879
 JB0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH005752(NAD 83)
 JB0879_MARKER: P = PIPE CAP
 JB0879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0879_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0879_STAMPING: 454
 JB0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0879
 JB0879  HISTORY     - Date     Condition        Report By
 JB0879  HISTORY     - UNK      MONUMENTED       USGS
 JB0879  HISTORY     - 1969     GOOD             NGS
 JB0879
 JB0879                          STATION DESCRIPTION
 JB0879
 JB0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0879'4.6 MI E FROM CARLYLE.
 JB0879'ABOUT 4.55 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0879'THE CROSSING OF STATE HIGHWAY 127 AT CARLYLE, AT THE VILLAGE OF
 JB0879'HUEY, 51 1/2 FEET SOUTHWEST OF MILEPOLE 286-19, 65 FEET SOUTHEAST
 JB0879'OF THE CENTER OF THE CROSSING OF COUNTY ROAD 4, 57 FEET SOUTH OF
 JB0879'THE SOUTH RAIL, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 FEET
 JB0879'SOUTHEAST OF A POWER LINE POLE, 1 FOOT NORTH OF A METAL WITNESS
 JB0879'POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS A USGS CAP ON
 JB0879'3 INCH METAL PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE LEVEL THE
 JB0879'GROUND.  SEC 23, T2N, R2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1311 ***********************************************************************
 JB1311  DESIGNATION -  458
 JB1311  PID         -  JB1311
 JB1311  STATE/COUNTY-  IL/CLINTON
 JB1311  USGS QUAD   -  BREESE (1981)
 JB1311
 JB1311                         *CURRENT SURVEY CONTROL
 JB1311  ___________________________________________________________________
 JB1311* NAD 83(1986)-  38 36 35.     (N)    089 32 05.     (W)     SCALED    
 JB1311* NAVD 88     -       139.444  (meters)     457.49   (feet)  ADJUSTED  
 JB1311  ___________________________________________________________________
 JB1311  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JB1311  DYNAMIC HT  -         139.356 (meters)     457.20  (feet)  COMP
 JB1311  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 JB1311
 JB1311  VERT ORDER  -  FIRST     CLASS I
 JB1311
 JB1311.The horizontal coordinates were scaled from a topographic map and have
 JB1311.an estimated accuracy of +/- 6 seconds.
 JB1311
 JB1311.The orthometric height was determined by differential leveling
 JB1311.and adjusted by the National Geodetic Survey in June 1991..
 JB1311
 JB1311.The geoid height was determined by GEOID03.
 JB1311
 JB1311.The dynamic height is computed by dividing the NAVD 88
 JB1311.geopotential number by the normal gravity value computed on the
 JB1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1311.degrees latitude (g = 980.6199 gals.).
 JB1311
 JB1311.The modeled gravity was interpolated from observed gravity values.
 JB1311
 JB1311;                    North         East    Units  Estimated Accuracy
 JB1311;SPC IL W     -   215,840.      755,040.      MT  (+/- 180 meters Scaled)
 JB1311
 JB1311                          SUPERSEDED SURVEY CONTROL
 JB1311
 JB1311  NGVD 29 (??/??/92)  139.558  (m)          457.87   (f) ADJ UNCH    1 1
 JB1311
 JB1311.Superseded values are not recommended for survey control.
 JB1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1311.See file dsdata.txt to determine how the superseded data were derived.
 JB1311
 JB1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH792765(NAD 83)
 JB1311_MARKER: DD = SURVEY DISK
 JB1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1311_STAMPING: ILLINOIS 458 ADJ
 JB1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1311+STABILITY: SURFACE MOTION
 JB1311
 JB1311  HISTORY     - Date     Condition        Report By
 JB1311  HISTORY     - UNK      MONUMENTED       USGS
 JB1311  HISTORY     - 1969     GOOD             NGS
 JB1311
 JB1311                          STATION DESCRIPTION
 JB1311
 JB1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1311'AT BREEZE.
 JB1311'AT BREEZE, ABOUT 0.2 MILE NORTH ALONG NORTH CLINTON STREET FROM
 JB1311'THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD, AT THE SOUTHWEST
 JB1311'CORNER OF THE INTERSECTION OF NORTH CLINTON STREET AND NORTH
 JB1311'THIRD STREET, SET VERTICALLY IN THE WEST FACE NEAR THE NORTHWEST
 JB1311'CORNER OF THE CONCRETE FOUNDATION OF THE ST. DOMONIC SCHOOL
 JB1311'(A LARGE TWO-STORIED BUILDING), 13.9 FEET SOUTH OF THE SOUTH
 JB1311'CURB LINE OF NORTH THIRD STREET, 0.6 FOOT SOUTH OF THE NORTHWEST
 JB1311'CORNER OF THE BUILDING AND 1.3 FEET ABOVE THE LEVEL OF THE
 JB1311'GROUND.  SEC 22, T2N, R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0572 ***********************************************************************
 JC0572  DESIGNATION -  46
 JC0572  PID         -  JC0572
 JC0572  STATE/COUNTY-  IL/CALHOUN
 JC0572  USGS QUAD   -  KAMPVILLE (1994)
 JC0572
 JC0572                         *CURRENT SURVEY CONTROL
 JC0572  ___________________________________________________________________
 JC0572* NAD 83(1986)-  38 52 26.     (N)    090 33 19.     (W)     SCALED    
 JC0572* NAVD 88     -       138.43   (+/-2cm)     454.2    (feet)  VERTCON   
 JC0572  ___________________________________________________________________
 JC0572  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JC0572
 JC0572  VERT ORDER  -  THIRD (See Below)
 JC0572
 JC0572.The horizontal coordinates were scaled from a topographic map and have
 JC0572.an estimated accuracy of +/- 6 seconds.
 JC0572
 JC0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0572.The vertical order pertains to the NGVD 29 superseded value.
 JC0572
 JC0572.The geoid height was determined by GEOID03.
 JC0572
 JC0572;                    North         East    Units  Estimated Accuracy
 JC0572;SPC IL W     -   245,040.      666,280.      MT  (+/- 180 meters Scaled)
 JC0572
 JC0572                          SUPERSEDED SURVEY CONTROL
 JC0572
 JC0572  NGVD 29 (??/??/??)  138.49   (m)          454.4    (f) RESET       3  
 JC0572
 JC0572.Superseded values are not recommended for survey control.
 JC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0572.See file dsdata.txt to determine how the superseded data were derived.
 JC0572
 JC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD120056(NAD 83)
 JC0572_MARKER: B = BOLT
 JC0572_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JC0572_SP_SET: UNSPECIFIED ROCK
 JC0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0572
 JC0572  HISTORY     - Date     Condition        Report By
 JC0572  HISTORY     - UNK      MONUMENTED       DOD
 JC0572  HISTORY     - 1933     GOOD             NGS
 JC0572
 JC0572                          STATION DESCRIPTION
 JC0572
 JC0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JC0572'1 MI NE FROM DIXON LANDING.
 JC0572'1.0 MILE NORTHEAST OF DIXON LANDING, CALHOUN COUNTY, 900 FEET
 JC0572'BELOW THE BASE OF WING DAM 20 AT MACKERS LANDING, 365 FEET WEST
 JC0572'OF THE HOUSE OF FRANK HERCHMEYER, 20 YARDS EAST OF THE BANK OF
 JC0572'MISSISSIPPI RIVER, AT THE SOUTH END OF A FIELD, AND IN THE WEST
 JC0572'END OF THE SOLID ROCK.  THE CENTER OF A COPPER BOLT LEADED
 JC0572'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0214 ***********************************************************************
 NH0214  DESIGNATION -  46 A RESET 1964
 NH0214  PID         -  NH0214
 NH0214  STATE/COUNTY-  IL/KANE
 NH0214  USGS QUAD   -  HAMPSHIRE (1978)
 NH0214
 NH0214                         *CURRENT SURVEY CONTROL
 NH0214  ___________________________________________________________________
 NH0214* NAD 83(1986)-  42 05 18.     (N)    088 31 48.     (W)     SCALED    
 NH0214* NAVD 88     -       273.362  (meters)     896.86   (feet)  ADJUSTED  
 NH0214  ___________________________________________________________________
 NH0214  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NH0214  DYNAMIC HT  -         273.267 (meters)     896.54  (feet)  COMP
 NH0214  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 NH0214
 NH0214  VERT ORDER  -  FIRST     CLASS I
 NH0214
 NH0214.The horizontal coordinates were scaled from a topographic map and have
 NH0214.an estimated accuracy of +/- 6 seconds.
 NH0214
 NH0214.The orthometric height was determined by differential leveling
 NH0214.and adjusted by the National Geodetic Survey in June 1991..
 NH0214
 NH0214.The geoid height was determined by GEOID03.
 NH0214
 NH0214.The dynamic height is computed by dividing the NAVD 88
 NH0214.geopotential number by the normal gravity value computed on the
 NH0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0214.degrees latitude (g = 980.6199 gals.).
 NH0214
 NH0214.The modeled gravity was interpolated from observed gravity values.
 NH0214
 NH0214;                    North         East    Units  Estimated Accuracy
 NH0214;SPC IL E     -   601,930.      283,730.      MT  (+/- 180 meters Scaled)
 NH0214
 NH0214                          SUPERSEDED SURVEY CONTROL
 NH0214
 NH0214  NGVD 29 (??/??/92)  273.417  (m)          897.04   (f) ADJ UNCH    1 1
 NH0214
 NH0214.Superseded values are not recommended for survey control.
 NH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0214.See file dsdata.txt to determine how the superseded data were derived.
 NH0214
 NH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM734607(NAD 83)
 NH0214_MARKER: DD = SURVEY DISK
 NH0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0214_STAMPING: ILL 46A 1923 RESET 1964
 NH0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0214+STABILITY: SURFACE MOTION
 NH0214
 NH0214  HISTORY     - Date     Condition        Report By
 NH0214  HISTORY     - 1964     MONUMENTED       USGS
 NH0214  HISTORY     - 1969     GOOD             NGS
 NH0214  HISTORY     - 19980511 GOOD             USPSQD
 NH0214
 NH0214                          STATION DESCRIPTION
 NH0214
 NH0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0214'0.3 MI S FROM HAMPSHIRE.
 NH0214'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0214'HAMPSHIRE, IN SECTION 28, T 42 N, R 6 E, 25 1/2 FEET WEST OF THE
 NH0214'CENTER LINE OF THE STREET, 74 FEET NORTH OF THE CENTER LINE OF
 NH0214'STATE HIGHWAY 72, 59 FEET EAST OF THE SOUTHEAST CORNER OF A
 NH0214'SERVICE STATION, 12 1/2 FEET SOUTH OF A FIRE HYDRANT, 5 FEET
 NH0214'NORTHEAST OF A POWER POLE, 3 FEET SOUTHEAST OF THE SOUTHEAST
 NH0214'CORNER OF A TELEPHONE BOOTH, 0.8 FOOT SOUTH OF A METAL WITNESS
 NH0214'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 NH0214'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 NH0214'GROUND.
 NH0214
 NH0214                          STATION RECOVERY (1998)
 NH0214
 NH0214'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0040 ***********************************************************************
 JB0040  DESIGNATION -  463
 JB0040  PID         -  JB0040
 JB0040  STATE/COUNTY-  IL/RICHLAND
 JB0040  USGS QUAD   -  NOBLE (1971)
 JB0040
 JB0040                         *CURRENT SURVEY CONTROL
 JB0040  ___________________________________________________________________
 JB0040* NAD 83(1986)-  38 42 13.     (N)    088 11 09.     (W)     SCALED    
 JB0040* NAVD 88     -       140.743  (meters)     461.75   (feet)  ADJUSTED  
 JB0040  ___________________________________________________________________
 JB0040  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JB0040  DYNAMIC HT  -         140.657 (meters)     461.47  (feet)  COMP
 JB0040  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 JB0040
 JB0040  VERT ORDER  -  FIRST     CLASS II
 JB0040
 JB0040.The horizontal coordinates were scaled from a topographic map and have
 JB0040.an estimated accuracy of +/- 6 seconds.
 JB0040
 JB0040.The orthometric height was determined by differential leveling
 JB0040.and adjusted by the National Geodetic Survey in June 1991..
 JB0040
 JB0040.The geoid height was determined by GEOID03.
 JB0040
 JB0040.The dynamic height is computed by dividing the NAVD 88
 JB0040.geopotential number by the normal gravity value computed on the
 JB0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0040.degrees latitude (g = 980.6199 gals.).
 JB0040
 JB0040.The modeled gravity was interpolated from observed gravity values.
 JB0040
 JB0040;                    North         East    Units  Estimated Accuracy
 JB0040;SPC IL E     -   226,090.      312,830.      MT  (+/- 180 meters Scaled)
 JB0040
 JB0040                          SUPERSEDED SURVEY CONTROL
 JB0040
 JB0040  NGVD 29 (??/??/92)  140.852  (m)          462.11   (f) ADJ UNCH    1 2
 JB0040
 JB0040.Superseded values are not recommended for survey control.
 JB0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0040.See file dsdata.txt to determine how the superseded data were derived.
 JB0040
 JB0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH968845(NAD 83)
 JB0040_MARKER: P = PIPE CAP
 JB0040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0040_SP_SET: SHALLOW-SET PIPE
 JB0040_STAMPING: 463 1921
 JB0040_MARK LOGO: USGS  
 JB0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0040
 JB0040  HISTORY     - Date     Condition        Report By
 JB0040  HISTORY     - 1921     MONUMENTED       USGS
 JB0040  HISTORY     - 1949     GOOD             NGS
 JB0040  HISTORY     - 1986     POOR             NGS
 JB0040
 JB0040                          STATION DESCRIPTION
 JB0040
 JB0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0040'2 MI E FROM NOBLE.
 JB0040'2.05 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0040'STATION AT NOBLE, ABOUT 0.1 MILE EAST OF MILE POST C 226, IN THE
 JB0040'SOUTHEAST QUARTER OF A ROAD CROSSING, 38 FEET NORTHWEST OF BM C
 JB0040'110, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTH
 JB0040'OF THE SOUTH RAIL, 11 FEET SOUTHEAST OF A CROSSING SIGN, 1 FOOT
 JB0040'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 JB0040'THE TRACK AND THE PIPE PROJECTS ABOUT 4 INCHES.
 JB0040
 JB0040                          STATION RECOVERY (1986)
 JB0040
 JB0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0040'THE PIPE IS VERY LOOSE IN THE GROUND AND NO LONGER MEETS NGS
 JB0040'STANDARDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0367 ***********************************************************************
 MF0367  DESIGNATION -  464.001
 MF0367  PID         -  MF0367
 MF0367  STATE/COUNTY-  IL/LA SALLE
 MF0367  USGS QUAD   -  STARVED ROCK (1970)
 MF0367
 MF0367                         *CURRENT SURVEY CONTROL
 MF0367  ___________________________________________________________________
 MF0367* NAD 83(1986)-  41 19 24.     (N)    088 59 08.     (W)     SCALED    
 MF0367* NAVD 88     -       141.236  (meters)     463.37   (feet)  ADJUSTED  
 MF0367  ___________________________________________________________________
 MF0367  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF0367  DYNAMIC HT  -         141.180 (meters)     463.19  (feet)  COMP
 MF0367  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 MF0367
 MF0367  VERT ORDER  -  FIRST     CLASS II
 MF0367
 MF0367.The horizontal coordinates were scaled from a topographic map and have
 MF0367.an estimated accuracy of +/- 6 seconds.
 MF0367
 MF0367.The orthometric height was determined by differential leveling
 MF0367.and adjusted by the National Geodetic Survey in June 1991..
 MF0367
 MF0367.The geoid height was determined by GEOID03.
 MF0367
 MF0367.The dynamic height is computed by dividing the NAVD 88
 MF0367.geopotential number by the normal gravity value computed on the
 MF0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0367.degrees latitude (g = 980.6199 gals.).
 MF0367
 MF0367.The modeled gravity was interpolated from observed gravity values.
 MF0367
 MF0367;                    North         East    Units  Estimated Accuracy
 MF0367;SPC IL E     -   517,160.      245,400.      MT  (+/- 180 meters Scaled)
 MF0367
 MF0367                          SUPERSEDED SURVEY CONTROL
 MF0367
 MF0367  NGVD 29 (??/??/92)  141.292  (m)          463.56   (f) ADJ UNCH    1 2
 MF0367
 MF0367.Superseded values are not recommended for survey control.
 MF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0367.See file dsdata.txt to determine how the superseded data were derived.
 MF0367
 MF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL338765(NAD 83)
 MF0367_MARKER: DD = SURVEY DISK
 MF0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0367_SP_SET: BUILDING
 MF0367_STAMPING: 464.001
 MF0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0367+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 MF0367
 MF0367  HISTORY     - Date     Condition        Report By
 MF0367  HISTORY     - UNK      MONUMENTED       DOD
 MF0367  HISTORY     - 1960     GOOD             NGS
 MF0367  HISTORY     - 19970820 GOOD             USPSQD
 MF0367  HISTORY     - 19980509 GOOD             USPSQD
 MF0367  HISTORY     - 20020930 GOOD             USPSQD
 MF0367
 MF0367                          STATION DESCRIPTION
 MF0367
 MF0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0367'2.1 MI SE FROM UTICA.
 MF0367'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 178 FROM THE INTERSECTION
 MF0367'OF E. CANAL STREET AT UTICA, THENCE ABOUT 1.3 MILES EAST ALONG
 MF0367'A GRAVEL ROAD, IN S-15  22, R-2E, T-33N, AT THE EAST END OF
 MF0367'STARVED ROCK LOCK, 16 FEET WEST OF QUOIN POST OF NORTH HALF OF
 MF0367'UPPER GATE OF LOCK, 18 FEET WEST OF THE WEST CORNER OF SMALL
 MF0367'METAL CONTROL STAND, 2 FEET SOUTHWEST OF A MOORING HEAD, 101
 MF0367'YARDS EAST OF THE EAST FACE OF RED BRICK OFFICE AND CONTROL
 MF0367'BUILDING, IN TOP AND 1.8 FEET NORTH OF SOUTH EDGE OF NORTH WALL
 MF0367'OF LOCK, AND ABOUT LEVEL WITH TOP OF LOCK WALL.
 MF0367
 MF0367                          STATION RECOVERY (1997)
 MF0367
 MF0367'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0367'RECOVERED IN GOOD CONDITION.
 MF0367
 MF0367                          STATION RECOVERY (1998)
 MF0367
 MF0367'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0367'RECOVERED IN GOOD CONDITION.
 MF0367
 MF0367                          STATION RECOVERY (2002)
 MF0367
 MF0367'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0367'TWO ADDITIONAL MARKS ARE AT THIS LOCK. ONE ON TOP OF LOCK WALL
 MF0367'OPPOSITE WEST LOCK GATE AND AND ANOTHER AT THE FAR WEST END OF
 MF0367'GUIDE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0308 ***********************************************************************
 KC0308  DESIGNATION -  469
 KC0308  PID         -  KC0308
 KC0308  STATE/COUNTY-  IL/PIKE
 KC0308  USGS QUAD   -  HULL (1993)
 KC0308
 KC0308                         *CURRENT SURVEY CONTROL
 KC0308  ___________________________________________________________________
 KC0308* NAD 83(1986)-  39 42 20.     (N)    091 12 16.     (W)     SCALED    
 KC0308* NAVD 88     -       142.703  (meters)     468.18   (feet)  ADJUSTED  
 KC0308  ___________________________________________________________________
 KC0308  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0308  DYNAMIC HT  -         142.625 (meters)     467.93  (feet)  COMP
 KC0308  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 KC0308
 KC0308  VERT ORDER  -  SECOND    CLASS 0
 KC0308
 KC0308.The horizontal coordinates were scaled from a topographic map and have
 KC0308.an estimated accuracy of +/- 6 seconds.
 KC0308
 KC0308.The orthometric height was determined by differential leveling
 KC0308.and adjusted by the National Geodetic Survey in June 1991..
 KC0308
 KC0308.The geoid height was determined by GEOID03.
 KC0308
 KC0308.The dynamic height is computed by dividing the NAVD 88
 KC0308.geopotential number by the normal gravity value computed on the
 KC0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0308.degrees latitude (g = 980.6199 gals.).
 KC0308
 KC0308.The modeled gravity was interpolated from observed gravity values.
 KC0308
 KC0308;                    North         East    Units  Estimated Accuracy
 KC0308;SPC IL W     -   337,810.      611,010.      MT  (+/- 180 meters Scaled)
 KC0308
 KC0308                          SUPERSEDED SURVEY CONTROL
 KC0308
 KC0308  NGVD 29 (??/??/92)  142.780  (m)          468.44   (f) ADJ UNCH    2 0
 KC0308
 KC0308.Superseded values are not recommended for survey control.
 KC0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0308.See file dsdata.txt to determine how the superseded data were derived.
 KC0308
 KC0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD539966(NAD 83)
 KC0308_MARKER: R = RIVET
 KC0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0308_STAMPING: ILL 469
 KC0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0308
 KC0308  HISTORY     - Date     Condition        Report By
 KC0308  HISTORY     - UNK      MONUMENTED       USGS
 KC0308  HISTORY     - 1942     GOOD             NGS
 KC0308  HISTORY     - 1960     GOOD             NGS
 KC0308
 KC0308                          STATION DESCRIPTION
 KC0308
 KC0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KC0308'AT HULLS.
 KC0308'AT THE EAST EDGE OF HULLS, PIKE COUNTY, ON THE WABASH RAILWAY, IN
 KC0308'THE NORTHWEST CORNER OF A SCHOOLYARD, 36 FEET EAST OF THE CENTER
 KC0308'OF A GRADE CROSSING, 50 FEET SOUTH OF THE CENTERLINE OF THE
 KC0308'TRACK, AND 6 FEET NORTH OF A SIDEWALK.  A UNITED STATES
 KC0308'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 469 AND RIVETED ON
 KC0308'THE TOP OF AN IRON PIPE.
 KC0308
 KC0308                          STATION RECOVERY (1960)
 KC0308
 KC0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KC0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0571 ***********************************************************************
 JC0571  DESIGNATION -  47
 JC0571  PID         -  JC0571
 JC0571  STATE/COUNTY-  IL/CALHOUN
 JC0571  USGS QUAD   -  BRUSSELS (1990)
 JC0571
 JC0571                         *CURRENT SURVEY CONTROL
 JC0571  ___________________________________________________________________
 JC0571* NAD 83(1986)-  38 52 53.     (N)    090 32 27.     (W)     SCALED    
 JC0571* NAVD 88     -       131.60   (+/-2cm)     431.8    (feet)  VERTCON   
 JC0571  ___________________________________________________________________
 JC0571  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JC0571
 JC0571  VERT ORDER  -  THIRD (See Below)
 JC0571
 JC0571.The horizontal coordinates were scaled from a topographic map and have
 JC0571.an estimated accuracy of +/- 6 seconds.
 JC0571
 JC0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0571.The vertical order pertains to the NGVD 29 superseded value.
 JC0571
 JC0571.The geoid height was determined by GEOID03.
 JC0571
 JC0571;                    North         East    Units  Estimated Accuracy
 JC0571;SPC IL W     -   245,870.      667,540.      MT  (+/- 180 meters Scaled)
 JC0571
 JC0571                          SUPERSEDED SURVEY CONTROL
 JC0571
 JC0571  NGVD 29 (??/??/??)  131.66   (m)          432.0    (f) RESET       3  
 JC0571
 JC0571.Superseded values are not recommended for survey control.
 JC0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0571.See file dsdata.txt to determine how the superseded data were derived.
 JC0571
 JC0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD133064(NAD 83)
 JC0571_MARKER: B = BOLT
 JC0571_SETTING: 66 = SET IN ROCK OUTCROP
 JC0571_SP_SET: ROCK CLIFF
 JC0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0571+STABILITY: POSITION/ELEVATION WELL
 JC0571
 JC0571  HISTORY     - Date     Condition        Report By
 JC0571  HISTORY     - UNK      MONUMENTED       DOD
 JC0571  HISTORY     - 1933     GOOD             NGS
 JC0571
 JC0571                          STATION DESCRIPTION
 JC0571
 JC0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JC0571'NEAR POINT LANDING.
 JC0571'380 YARDS NORTH OF POINT LANDING, CALHOUN COUNTY, 275 YARDS
 JC0571'NORTHEAST OF THE HOUSE OF JOSEPH NAVAR, 27 YARDS NORTH OF A SMALL
 JC0571'STONE ICE HOUSE, 13 YARDS ABOVE THE WATERS EDGE AT HIGH WATER,
 JC0571'IN THE FACE OF THE ROCK BLUFF, 5.5 FEET BELOW THE TOP OF THE
 JC0571'BLUFF ROCK, AND ONE FOOT ABOVE THE GROUND.  THE CENTER OF A COPPER
 JC0571'BOLT LEADED HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0015 ***********************************************************************
 MG0015  DESIGNATION -  47
 MG0015  PID         -  MG0015
 MG0015  STATE/COUNTY-  IL/ROCK ISLAND
 MG0015  USGS QUAD   -  PORT BYRON (1991)
 MG0015
 MG0015                         *CURRENT SURVEY CONTROL
 MG0015  ___________________________________________________________________
 MG0015* NAD 83(1986)-  41 35 48.     (N)    090 20 09.     (W)     SCALED    
 MG0015* NAVD 88     -       176.69   (+/-2cm)     579.7    (feet)  VERTCON   
 MG0015  ___________________________________________________________________
 MG0015  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0015
 MG0015  VERT ORDER  -  ? (See Below)
 MG0015
 MG0015.The horizontal coordinates were scaled from a topographic map and have
 MG0015.an estimated accuracy of +/- 6 seconds.
 MG0015
 MG0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0015.The vertical order pertains to the NGVD 29 superseded value.
 MG0015
 MG0015.The geoid height was determined by GEOID03.
 MG0015
 MG0015;                    North         East    Units  Estimated Accuracy
 MG0015;SPC IL W     -   547,300.      685,900.      MT  (+/- 180 meters Scaled)
 MG0015
 MG0015                          SUPERSEDED SURVEY CONTROL
 MG0015
 MG0015  NGVD 29 (??/??/92)  176.743  (m)          579.86   (f) ADJ UNCH    ?  
 MG0015
 MG0015.Superseded values are not recommended for survey control.
 MG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0015.See file dsdata.txt to determine how the superseded data were derived.
 MG0015
 MG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG220084(NAD 83)
 MG0015_MARKER: B = BOLT
 MG0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0015_SP_SET: ABUTMENT
 MG0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0015+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2004
 MG0015
 MG0015  HISTORY     - Date     Condition        Report By
 MG0015  HISTORY     - UNK      MONUMENTED       USE
 MG0015  HISTORY     - 1931     GOOD             NGS
 MG0015  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 MG0015  HISTORY     - 19970529 GOOD             USPSQD
 MG0015  HISTORY     - 20040302 GOOD             INDIV
 MG0015
 MG0015                          STATION DESCRIPTION
 MG0015
 MG0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MG0015'0.8 MI S FROM PORT BYRON.
 MG0015'ABOUT 3/4 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MG0015'PACIFIC RAILROAD FROM PORT BYRON, ROCK ISLAND COUNTY, AT A
 MG0015'BRIDGE OVER BARBERS CREEK, AND IN THE WEST END OF THE NORTH
 MG0015'ABUTMENT.  THE TOP OF A COPPER BOLT LEADED VERTICALLY.
 MG0015
 MG0015                          STATION RECOVERY (1996)
 MG0015
 MG0015'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0015'MARK NOT FOUND.
 MG0015
 MG0015                          STATION RECOVERY (1997)
 MG0015
 MG0015'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0015'RECOVERED IN GOOD CONDITION.
 MG0015
 MG0015                          STATION RECOVERY (2004)
 MG0015
 MG0015'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CJD)
 MG0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0145 ***********************************************************************
 LC0145  DESIGNATION -  47 LES
 LC0145  PID         -  LC0145
 LC0145  STATE/COUNTY-  IL/CHAMPAIGN
 LC0145  USGS QUAD   -  RISING (1975)
 LC0145
 LC0145                         *CURRENT SURVEY CONTROL
 LC0145  ___________________________________________________________________
 LC0145* NAD 83(1986)-  40 07 40.     (N)    088 15 29.     (W)     SCALED    
 LC0145* NAVD 88     -       231.068  (meters)     758.10   (feet)  ADJUSTED  
 LC0145  ___________________________________________________________________
 LC0145  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0145  DYNAMIC HT  -         230.951 (meters)     757.71  (feet)  COMP
 LC0145  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 LC0145
 LC0145  VERT ORDER  -  FIRST     CLASS II
 LC0145
 LC0145.The horizontal coordinates were scaled from a topographic map and have
 LC0145.an estimated accuracy of +/- 6 seconds.
 LC0145
 LC0145.The orthometric height was determined by differential leveling
 LC0145.and adjusted by the National Geodetic Survey in June 1991..
 LC0145.WARNING-Repeat measurements at this control monument indicate possible
 LC0145.vertical movement.
 LC0145
 LC0145.The geoid height was determined by GEOID03.
 LC0145
 LC0145.The dynamic height is computed by dividing the NAVD 88
 LC0145.geopotential number by the normal gravity value computed on the
 LC0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0145.degrees latitude (g = 980.6199 gals.).
 LC0145
 LC0145.The modeled gravity was interpolated from observed gravity values.
 LC0145
 LC0145;                    North         East    Units  Estimated Accuracy
 LC0145;SPC IL E     -   384,190.      306,420.      MT  (+/- 180 meters Scaled)
 LC0145
 LC0145                          SUPERSEDED SURVEY CONTROL
 LC0145
 LC0145  NGVD 29 (??/??/92)  231.083  (m)          758.14   (f) ADJ UNCH    1 2
 LC0145
 LC0145.Superseded values are not recommended for survey control.
 LC0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0145.See file dsdata.txt to determine how the superseded data were derived.
 LC0145
 LC0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK928426(NAD 83)
 LC0145_MARKER: DB = BENCH MARK DISK
 LC0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0145_SP_SET: CONCRETE POST
 LC0145_STAMPING: 47 LES 758 1948
 LC0145_MARK LOGO: USGS  
 LC0145_PROJECTION: PROJECTING 5 CENTIMETERS
 LC0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0145+STABILITY: SURFACE MOTION
 LC0145
 LC0145  HISTORY     - Date     Condition        Report By
 LC0145  HISTORY     - 1948     MONUMENTED       USGS
 LC0145  HISTORY     - 1954     GOOD             NGS
 LC0145  HISTORY     - 1986     GOOD             NGS
 LC0145  HISTORY     - 20040713 MARK NOT FOUND   FARNGP
 LC0145  HISTORY     - 20051202 MARK NOT FOUND   ILDT
 LC0145
 LC0145                          STATION DESCRIPTION
 LC0145
 LC0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0145'0.8 MI NW FROM CHAMPAIGN.
 LC0145'ABOUT 0.8 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0145'THE STATION AT CHAMPAIGN, ABOUT 3 TELEPHONE POLES NORTHWEST OF
 LC0145'MILE POST 119, AT THE CROSSING OF NORTH PROSPECT AVENUE, 15 1/2
 LC0145'FEET NORTHEAST OF NORTHEAST RAIL, 101 1/2 FEET NORTHWEST OF CENTER
 LC0145'OF CROSSING OF NORTH PROSPECT AVENUE, 63 FEET WEST OF WEST CURB
 LC0145'OF NORTH PROSPECT AVENUE, 3 1/4 FEET NORTHEAST OF BASE OF A
 LC0145'RAILROAD SIGNAL LIGHT, ABOUT LEVEL WITH TRACK AND SET IN THE TOP
 LC0145'OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 LC0145
 LC0145                          STATION RECOVERY (1986)
 LC0145
 LC0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0145'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 LC0145'CHAMPAIGN, AT THE INTERSECTION OF NORTH PROSPECT AVENUE AND THE
 LC0145'CONRAIL RAILROAD, 31.1 M (102.0 FT) WEST OF THE CENTERLINE OF THE
 LC0145'AVENUE, AND 4.7 M (15.4 FT) NORTHEAST OF THE NEAR RAIL.
 LC0145'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LC0145'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 LC0145
 LC0145                          STATION RECOVERY (2004)
 LC0145
 LC0145'RECOVERY NOTE BY FARNSWORTH GROUP 2004 (CEW)
 LC0145'MARK NOT FOUND.
 LC0145
 LC0145                          STATION RECOVERY (2005)
 LC0145
 LC0145'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0385 ***********************************************************************
 MF0385  DESIGNATION -  473.83
 MF0385  PID         -  MF0385
 MF0385  STATE/COUNTY-  IL/LA SALLE
 MF0385  USGS QUAD   -  OTTAWA (1994)
 MF0385
 MF0385                         *CURRENT SURVEY CONTROL
 MF0385  ___________________________________________________________________
 MF0385* NAD 83(1986)-  41 20 35.     (N)    088 50 47.     (W)     SCALED    
 MF0385* NAVD 88     -       144.229  (meters)     473.19   (feet)  ADJUSTED  
 MF0385  ___________________________________________________________________
 MF0385  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MF0385  DYNAMIC HT  -         144.173 (meters)     473.01  (feet)  COMP
 MF0385  MODELED GRAV-     980,233.6   (mgal)                       NAVD 88
 MF0385
 MF0385  VERT ORDER  -  FIRST     CLASS II
 MF0385
 MF0385.The horizontal coordinates were scaled from a topographic map and have
 MF0385.an estimated accuracy of +/- 6 seconds.
 MF0385
 MF0385.The orthometric height was determined by differential leveling
 MF0385.and adjusted by the National Geodetic Survey in June 1991..
 MF0385
 MF0385.The geoid height was determined by GEOID03.
 MF0385
 MF0385.The dynamic height is computed by dividing the NAVD 88
 MF0385.geopotential number by the normal gravity value computed on the
 MF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0385.degrees latitude (g = 980.6199 gals.).
 MF0385
 MF0385.The modeled gravity was interpolated from observed gravity values.
 MF0385
 MF0385;                    North         East    Units  Estimated Accuracy
 MF0385;SPC IL E     -   519,270.      257,060.      MT  (+/- 180 meters Scaled)
 MF0385
 MF0385                          SUPERSEDED SURVEY CONTROL
 MF0385
 MF0385  NGVD 29 (??/??/92)  144.284  (m)          473.37   (f) ADJ UNCH    1 2
 MF0385
 MF0385.Superseded values are not recommended for survey control.
 MF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0385.See file dsdata.txt to determine how the superseded data were derived.
 MF0385
 MF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL455784(NAD 83)
 MF0385_MARKER: DD = SURVEY DISK
 MF0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0385_SP_SET: PIER
 MF0385_STAMPING: 473.83
 MF0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0385
 MF0385  HISTORY     - Date     Condition        Report By
 MF0385  HISTORY     - UNK      MONUMENTED       DOD
 MF0385  HISTORY     - 1960     GOOD             NGS
 MF0385  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MF0385
 MF0385                          STATION DESCRIPTION
 MF0385
 MF0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0385'AT OTTAWA.
 MF0385'AT OTTAWA, ABOUT 0.2 MILE WEST ALONG WEST MAIN STREET FROM THE
 MF0385'COURTHOUSE, THENCE ABOUT 0.2 MILE SOUTH ALONG THE CHICAGO,
 MF0385'BURLINGTON AND QUINCY RAILROAD, 11 1/2 FEET EAST OF CENTER LINE
 MF0385'OF TRACK, IN TOP OF NORTH LAND PIER OF CHICAGO, BURLINGTON AND
 MF0385'QUINCY RAILROAD BRIDGE 81.45 OVER ILLINOIS RIVER, 4.6 FEET WEST
 MF0385'OF EAST POINT OF STONE PIER, 2 FEET SOUTH OF P.B.M. 83 (USE), AND
 MF0385'ABOUT 10 FEET BELOW THE LEVEL OF TRACK.
 MF0385
 MF0385                          STATION RECOVERY (1987)
 MF0385
 MF0385'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0368 ***********************************************************************
 KC0368  DESIGNATION -  474
 KC0368  PID         -  KC0368
 KC0368  STATE/COUNTY-  IL/ADAMS
 KC0368  USGS QUAD   -  MARBLEHEAD (1996)
 KC0368
 KC0368                         *CURRENT SURVEY CONTROL
 KC0368  ___________________________________________________________________
 KC0368* NAD 83(1986)-  39 46 46.     (N)    091 18 18.     (W)     SCALED    
 KC0368* NAVD 88     -       144.506  (meters)     474.10   (feet)  ADJUSTED  
 KC0368  ___________________________________________________________________
 KC0368  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0368  DYNAMIC HT  -         144.428 (meters)     473.84  (feet)  COMP
 KC0368  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 KC0368
 KC0368  VERT ORDER  -  SECOND    CLASS 0
 KC0368
 KC0368.The horizontal coordinates were scaled from a topographic map and have
 KC0368.an estimated accuracy of +/- 6 seconds.
 KC0368
 KC0368.The orthometric height was determined by differential leveling
 KC0368.and adjusted by the National Geodetic Survey in June 1991..
 KC0368
 KC0368.The geoid height was determined by GEOID03.
 KC0368
 KC0368.The dynamic height is computed by dividing the NAVD 88
 KC0368.geopotential number by the normal gravity value computed on the
 KC0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0368.degrees latitude (g = 980.6199 gals.).
 KC0368
 KC0368.The modeled gravity was interpolated from observed gravity values.
 KC0368
 KC0368;                    North         East    Units  Estimated Accuracy
 KC0368;SPC IL W     -   346,120.      602,490.      MT  (+/- 180 meters Scaled)
 KC0368
 KC0368                          SUPERSEDED SURVEY CONTROL
 KC0368
 KC0368  NGVD 29 (??/??/92)  144.586  (m)          474.36   (f) ADJ UNCH    2 0
 KC0368
 KC0368.Superseded values are not recommended for survey control.
 KC0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0368.See file dsdata.txt to determine how the superseded data were derived.
 KC0368
 KC0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE451046(NAD 83)
 KC0368_MARKER: R = RIVET
 KC0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0368_STAMPING: ILL 474
 KC0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0368
 KC0368  HISTORY     - Date     Condition        Report By
 KC0368  HISTORY     - UNK      MONUMENTED       USGS
 KC0368  HISTORY     - 1935     GOOD             NGS
 KC0368
 KC0368                          STATION DESCRIPTION
 KC0368
 KC0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0368'AT FALL CREEK.
 KC0368'AT FALL CREEK, ADAMS COUNTY, 14 RAILS NORTHWEST OF THE CHICAGO,
 KC0368'BURLINGTON AND QUINCY RAILROAD STATION, 80 FEET SOUTHEAST OF A
 KC0368'ROAD CROSSING, 38 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 KC0368'AND 12 FEET NORTHEAST OF THE CENTERLINE OF A ROAD.  A UNITED
 KC0368'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 474 AND
 KC0368'RIVETED ON THE TOP OF A  3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0517 ***********************************************************************
 HB0517  DESIGNATION -  474 USGS
 HB0517  PID         -  HB0517
 HB0517  STATE/COUNTY-  IL/FRANKLIN
 HB0517  USGS QUAD   -  WEST FRANKFORT (1978)
 HB0517
 HB0517                         *CURRENT SURVEY CONTROL
 HB0517  ___________________________________________________________________
 HB0517* NAD 83(1986)-  37 59 48.     (N)    088 55 14.     (W)     SCALED    
 HB0517* NAVD 88     -       144.751  (meters)     474.90   (feet)  ADJUSTED  
 HB0517  ___________________________________________________________________
 HB0517  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HB0517  DYNAMIC HT  -         144.654 (meters)     474.59  (feet)  COMP
 HB0517  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 HB0517
 HB0517  VERT ORDER  -  FIRST     CLASS II
 HB0517
 HB0517.The horizontal coordinates were scaled from a topographic map and have
 HB0517.an estimated accuracy of +/- 6 seconds.
 HB0517
 HB0517.The orthometric height was determined by differential leveling
 HB0517.and adjusted by the National Geodetic Survey in June 1991..
 HB0517
 HB0517.The geoid height was determined by GEOID03.
 HB0517
 HB0517.The dynamic height is computed by dividing the NAVD 88
 HB0517.geopotential number by the normal gravity value computed on the
 HB0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0517.degrees latitude (g = 980.6199 gals.).
 HB0517
 HB0517.The modeled gravity was interpolated from observed gravity values.
 HB0517
 HB0517;                    North         East    Units  Estimated Accuracy
 HB0517;SPC IL E     -   147,770.      248,420.      MT  (+/- 180 meters Scaled)
 HB0517
 HB0517                          SUPERSEDED SURVEY CONTROL
 HB0517
 HB0517  NGVD 29 (??/??/??)  144.841  (m)          475.20   (f) ADJUSTED    1 2
 HB0517
 HB0517.Superseded values are not recommended for survey control.
 HB0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0517.See file dsdata.txt to determine how the superseded data were derived.
 HB0517
 HB0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH313071(NAD 83)
 HB0517_MARKER: DD = SURVEY DISK
 HB0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0517_SP_SET: STONE SLAB
 HB0517_STAMPING: 474 1906 ILLINOIS
 HB0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0517
 HB0517  HISTORY     - Date     Condition        Report By
 HB0517  HISTORY     - 1906     MONUMENTED       USGS
 HB0517  HISTORY     - 1949     POOR             CGS
 HB0517
 HB0517                          STATION DESCRIPTION
 HB0517
 HB0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0517'AT BENTON.
 HB0517'AT BENTON, AT THE FRANKLIN COUNTY COURT HOUSE, 0.7 FOOT WEST OF
 HB0517'THE WEST FACE OF THE COURT HOUSE, 7 FEET NORTH OF THE SOUTHWEST
 HB0517'CORNER OF THE WEST WING OF COURT HOUSE, SET IN THE TOP OF THE
 HB0517'EAST END OF A STONE SLAB 1.3 FEET BY 4.8 FEET AND PROJECTING
 HB0517'ABOUT 4 INCHES ABOVE GROUND.  NOTE-- THIS SLAB WAS FORMERLY THE
 HB0517'BOTTOM STEP TO THE WEST ENTRANCE OF THE COURT HOUSE AND WAS LEFT
 HB0517'IN PLACE WHEN THE WEST ENTRANCE WAS WALLED UP.  THE SLAB IS
 HB0517'RESTING ON TOP OF GROUND AND HAS NO FOUNDATION UNDER IT SO
 HB0517'SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0339 ***********************************************************************
 KC0339  DESIGNATION -  477.69
 KC0339  PID         -  KC0339
 KC0339  STATE/COUNTY-  IL/ADAMS
 KC0339  USGS QUAD   -  QUINCY WEST (1996)
 KC0339
 KC0339                         *CURRENT SURVEY CONTROL
 KC0339  ___________________________________________________________________
 KC0339* NAD 83(1986)-  39 55 29.     (N)    091 24 54.     (W)     SCALED    
 KC0339* NAVD 88     -       145.518  (meters)     477.42   (feet)  ADJUSTED  
 KC0339  ___________________________________________________________________
 KC0339  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KC0339  DYNAMIC HT  -         145.443 (meters)     477.17  (feet)  COMP
 KC0339  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 KC0339
 KC0339  VERT ORDER  -  FIRST     CLASS II
 KC0339
 KC0339.The horizontal coordinates were scaled from a topographic map and have
 KC0339.an estimated accuracy of +/- 6 seconds.
 KC0339
 KC0339.The orthometric height was determined by differential leveling
 KC0339.and adjusted by the National Geodetic Survey in June 1991..
 KC0339
 KC0339.The geoid height was determined by GEOID03.
 KC0339
 KC0339.The dynamic height is computed by dividing the NAVD 88
 KC0339.geopotential number by the normal gravity value computed on the
 KC0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0339.degrees latitude (g = 980.6199 gals.).
 KC0339
 KC0339.The modeled gravity was interpolated from observed gravity values.
 KC0339
 KC0339;                    North         East    Units  Estimated Accuracy
 KC0339;SPC IL W     -   362,380.      593,290.      MT  (+/- 180 meters Scaled)
 KC0339
 KC0339                          SUPERSEDED SURVEY CONTROL
 KC0339
 KC0339  NGVD 29 (??/??/92)  145.605  (m)          477.71   (f) ADJ UNCH    1 2
 KC0339
 KC0339.Superseded values are not recommended for survey control.
 KC0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0339.See file dsdata.txt to determine how the superseded data were derived.
 KC0339
 KC0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE354206(NAD 83)
 KC0339_MARKER: O = CHISELED CIRCLE
 KC0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0339_SP_SET: DOORSTEP
 KC0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0339
 KC0339  HISTORY     - Date     Condition        Report By
 KC0339  HISTORY     - UNK      MONUMENTED       DOD
 KC0339  HISTORY     - 1933     GOOD             NGS
 KC0339
 KC0339                          STATION DESCRIPTION
 KC0339
 KC0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0339'AT QUINCY.
 KC0339'AT QUINCY, ADAMS COUNTY, ON THE WEST SIDE OF FRONT STREET,
 KC0339'BETWEEN OHIO STREET AND PAYSON AVENUE, ON THE WEST SIDE OF THE
 KC0339'BRICK BUILDING FORMERLY OCCUPIED BY THE TELLICO FLOUR MILL, AND
 KC0339'ON THE NORTH END OF THE STONE DOORSTEP.  A CHISELED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0309 ***********************************************************************
 KC0309  DESIGNATION -  478
 KC0309  PID         -  KC0309
 KC0309  STATE/COUNTY-  IL/PIKE
 KC0309  USGS QUAD   -  HULL (1993)
 KC0309
 KC0309                         *CURRENT SURVEY CONTROL
 KC0309  ___________________________________________________________________
 KC0309* NAD 83(1986)-  39 42 05.     (N)    091 09 20.     (W)     SCALED    
 KC0309* NAVD 88     -       145.696  (meters)     478.00   (feet)  ADJUSTED  
 KC0309  ___________________________________________________________________
 KC0309  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0309  DYNAMIC HT  -         145.615 (meters)     477.74  (feet)  COMP
 KC0309  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 KC0309
 KC0309  VERT ORDER  -  SECOND    CLASS 0
 KC0309
 KC0309.The horizontal coordinates were scaled from a topographic map and have
 KC0309.an estimated accuracy of +/- 6 seconds.
 KC0309
 KC0309.The orthometric height was determined by differential leveling
 KC0309.and adjusted by the National Geodetic Survey in June 1991..
 KC0309
 KC0309.The geoid height was determined by GEOID03.
 KC0309
 KC0309.The dynamic height is computed by dividing the NAVD 88
 KC0309.geopotential number by the normal gravity value computed on the
 KC0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0309.degrees latitude (g = 980.6199 gals.).
 KC0309
 KC0309.The modeled gravity was interpolated from observed gravity values.
 KC0309
 KC0309;                    North         East    Units  Estimated Accuracy
 KC0309;SPC IL W     -   337,300.      615,190.      MT  (+/- 180 meters Scaled)
 KC0309
 KC0309                          SUPERSEDED SURVEY CONTROL
 KC0309
 KC0309  NGVD 29 (??/??/92)  145.775  (m)          478.26   (f) ADJ UNCH    2 0
 KC0309
 KC0309.Superseded values are not recommended for survey control.
 KC0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0309.See file dsdata.txt to determine how the superseded data were derived.
 KC0309
 KC0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD581962(NAD 83)
 KC0309_MARKER: R = RIVET
 KC0309_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0309_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0309_STAMPING: ILL 478
 KC0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0309
 KC0309  HISTORY     - Date     Condition        Report By
 KC0309  HISTORY     - UNK      MONUMENTED       USGS
 KC0309  HISTORY     - 1935     GOOD             NGS
 KC0309
 KC0309                          STATION DESCRIPTION
 KC0309
 KC0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0309'AT KINDERHOOK.
 KC0309'AT KINDERHOOK, PIKE COUNTY, ON THE WABASH RAILWAY, 100 YARDS
 KC0309'NORTH OF THE STATION, 100 FEET WEST OF THE CENTERLINE OF A
 KC0309'STREET, AND 3 FEET WEST OF A FENCE CORNER.  A UNITED STATES
 KC0309'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 478 AND RIVETED ON
 KC0309'THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0038 ***********************************************************************
 JB0038  DESIGNATION -  479
 JB0038  PID         -  JB0038
 JB0038  STATE/COUNTY-  IL/RICHLAND
 JB0038  USGS QUAD   -  NOBLE (1971)
 JB0038
 JB0038                         *CURRENT SURVEY CONTROL
 JB0038  ___________________________________________________________________
 JB0038* NAD 83(1986)-  38 41 48.     (N)    088 13 24.     (W)     SCALED    
 JB0038* NAVD 88     -       145.575  (meters)     477.61   (feet)  ADJUSTED  
 JB0038  ___________________________________________________________________
 JB0038  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0038  DYNAMIC HT  -         145.486 (meters)     477.32  (feet)  COMP
 JB0038  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 JB0038
 JB0038  VERT ORDER  -  FIRST     CLASS II
 JB0038
 JB0038.The horizontal coordinates were scaled from a topographic map and have
 JB0038.an estimated accuracy of +/- 6 seconds.
 JB0038
 JB0038.The orthometric height was determined by differential leveling
 JB0038.and adjusted by the National Geodetic Survey in June 1991..
 JB0038
 JB0038.The geoid height was determined by GEOID03.
 JB0038
 JB0038.The dynamic height is computed by dividing the NAVD 88
 JB0038.geopotential number by the normal gravity value computed on the
 JB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0038.degrees latitude (g = 980.6199 gals.).
 JB0038
 JB0038.The modeled gravity was interpolated from observed gravity values.
 JB0038
 JB0038;                    North         East    Units  Estimated Accuracy
 JB0038;SPC IL E     -   225,310.      309,570.      MT  (+/- 180 meters Scaled)
 JB0038
 JB0038                          SUPERSEDED SURVEY CONTROL
 JB0038
 JB0038  NGVD 29 (??/??/92)  145.685  (m)          477.97   (f) ADJ UNCH    1 2
 JB0038
 JB0038.Superseded values are not recommended for survey control.
 JB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0038.See file dsdata.txt to determine how the superseded data were derived.
 JB0038
 JB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH936838(NAD 83)
 JB0038_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JB0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0038_SP_SET: SIDEWALK
 JB0038_STAMPING: 479 1921
 JB0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0038
 JB0038  HISTORY     - Date     Condition        Report By
 JB0038  HISTORY     - 1921     MONUMENTED       USGS
 JB0038  HISTORY     - 1949     GOOD             NGS
 JB0038  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0038
 JB0038                          STATION DESCRIPTION
 JB0038
 JB0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0038'AT NOBLE.
 JB0038'AT NOBLE, AT THE NORTHEAST CORNER OF THE BRICK PASSENGER PLATFORM
 JB0038'AT THE BALTIMORE AND OHIO RAILROAD STATION, 99 FEET EAST OF THE
 JB0038'SOUTHEAST CORNER OF THE STATION, 17 FEET NORTH OF THE NORTH RAIL
 JB0038'OF THE MAIN TRACK, 55 FEET WEST OF THE CENTER LINE OF HIGHWAY 50,
 JB0038'3 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 1 FOOT EAST
 JB0038'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE TRACK.
 JB0038
 JB0038                          STATION RECOVERY (1986)
 JB0038
 JB0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0038'THE PIPE WAS FOUND BENT OVER FLUSH WITH THE GROUND WITH THE DISK
 JB0038'MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0526 ***********************************************************************
 HB0526  DESIGNATION -  479 USGS
 HB0526  PID         -  HB0526
 HB0526  STATE/COUNTY-  IL/FRANKLIN
 HB0526  USGS QUAD   -  THOMPSONVILLE (1976)
 HB0526
 HB0526                         *CURRENT SURVEY CONTROL
 HB0526  ___________________________________________________________________
 HB0526* NAD 83(1986)-  37 57 17.     (N)    088 50 24.     (W)     SCALED    
 HB0526* NAVD 88     -       145.951  (meters)     478.84   (feet)  ADJUSTED  
 HB0526  ___________________________________________________________________
 HB0526  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB0526  DYNAMIC HT  -         145.853 (meters)     478.52  (feet)  COMP
 HB0526  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 HB0526
 HB0526  VERT ORDER  -  FIRST     CLASS II
 HB0526
 HB0526.The horizontal coordinates were scaled from a topographic map and have
 HB0526.an estimated accuracy of +/- 6 seconds.
 HB0526
 HB0526.The orthometric height was determined by differential leveling
 HB0526.and adjusted by the National Geodetic Survey in June 1991..
 HB0526
 HB0526.The geoid height was determined by GEOID03.
 HB0526
 HB0526.The dynamic height is computed by dividing the NAVD 88
 HB0526.geopotential number by the normal gravity value computed on the
 HB0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0526.degrees latitude (g = 980.6199 gals.).
 HB0526
 HB0526.The modeled gravity was interpolated from observed gravity values.
 HB0526
 HB0526;                    North         East    Units  Estimated Accuracy
 HB0526;SPC IL E     -   143,070.      255,470.      MT  (+/- 180 meters Scaled)
 HB0526
 HB0526                          SUPERSEDED SURVEY CONTROL
 HB0526
 HB0526  NGVD 29 (??/??/??)  146.045  (m)          479.15   (f) ADJUSTED    1 2
 HB0526
 HB0526.Superseded values are not recommended for survey control.
 HB0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0526.See file dsdata.txt to determine how the superseded data were derived.
 HB0526
 HB0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH383023(NAD 83)
 HB0526_MARKER: DD = SURVEY DISK
 HB0526_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0526_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0526_STAMPING: ILLINOIS 479 1906
 HB0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0526
 HB0526  HISTORY     - Date     Condition        Report By
 HB0526  HISTORY     - 1906     MONUMENTED       USGS
 HB0526  HISTORY     - 1949     GOOD             CGS
 HB0526  HISTORY     - 1980     GOOD             ILDT
 HB0526  HISTORY     - 1980     GOOD             ILDT
 HB0526  HISTORY     - 1980     GOOD             ILDT
 HB0526
 HB0526                          STATION DESCRIPTION
 HB0526
 HB0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0526'5.3 MI NW FROM THOMPSONVILLE.
 HB0526'5.3 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0526'STATION AT THOMPSONVILLE, ABOUT 5.45 MILES SOUTHEAST ALONG THE
 HB0526'I.C.RR. FROM THE FREIGHT STATION AT BENTON, AT SMOTHERSVILLE WHICH
 HB0526'IS NOW KNOWN AS LOGAN, 369 FEET SOUTHEAST OF MILE POST 95, 57 FEET
 HB0526'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 45 FEET
 HB0526'NORTH-NORTHWEST OF THE MOST NORTHERNLY OF TWO 24 INCH MAPLE TREES,
 HB0526'30 FEET SOUTH OF THE NORTH END OF OLD CONCRETE SIDEWALK, 2 FEET
 HB0526'EAST OF EAST EDGE OF THE SIDEWALK, 1 FOOT WEST OF A WHITE WOODEN
 HB0526'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 HB0526'TOP OF A 3 1/2 INCH IRON PIPE THAT IS FLUSH WITH THE GROUND.
 HB0526
 HB0526                          STATION RECOVERY (1980)
 HB0526
 HB0526'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0526'RECOVERED IN GOOD CONDITION.
 HB0526
 HB0526                          STATION RECOVERY (1980)
 HB0526
 HB0526'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0526'RECOVERED IN GOOD CONDITION.
 HB0526
 HB0526                          STATION RECOVERY (1980)
 HB0526
 HB0526'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0014 ***********************************************************************
 MG0014  DESIGNATION -  48
 MG0014  PID         -  MG0014
 MG0014  STATE/COUNTY-  IL/ROCK ISLAND
 MG0014  USGS QUAD   -  PORT BYRON (1991)
 MG0014
 MG0014                         *CURRENT SURVEY CONTROL
 MG0014  ___________________________________________________________________
 MG0014* NAD 83(1986)-  41 36 28.     (N)    090 20 11.     (W)     SCALED    
 MG0014* NAVD 88     -       177.14   (+/-2cm)     581.2    (feet)  VERTCON   
 MG0014  ___________________________________________________________________
 MG0014  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0014
 MG0014  VERT ORDER  -  ? (See Below)
 MG0014
 MG0014.The horizontal coordinates were scaled from a topographic map and have
 MG0014.an estimated accuracy of +/- 6 seconds.
 MG0014
 MG0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0014.The vertical order pertains to the NGVD 29 superseded value.
 MG0014
 MG0014.The geoid height was determined by GEOID03.
 MG0014
 MG0014;                    North         East    Units  Estimated Accuracy
 MG0014;SPC IL W     -   548,540.      685,850.      MT  (+/- 180 meters Scaled)
 MG0014
 MG0014                          SUPERSEDED SURVEY CONTROL
 MG0014
 MG0014  NGVD 29 (??/??/92)  177.193  (m)          581.34   (f) ADJ UNCH    ?  
 MG0014
 MG0014.Superseded values are not recommended for survey control.
 MG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0014.See file dsdata.txt to determine how the superseded data were derived.
 MG0014
 MG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG219096(NAD 83)
 MG0014_MARKER: B = BOLT
 MG0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0014_SP_SET: FOUNDATION
 MG0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0014
 MG0014  HISTORY     - Date     Condition        Report By
 MG0014  HISTORY     - UNK      MONUMENTED       USE
 MG0014  HISTORY     - 1931     GOOD             NGS
 MG0014  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 MG0014  HISTORY     - 19970513 MARK NOT FOUND   USPSQD
 MG0014  HISTORY     - 20040302 MARK NOT FOUND   INDIV
 MG0014
 MG0014                          STATION DESCRIPTION
 MG0014
 MG0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 MG0014'AT PORT BYRON.
 MG0014'AT PORT BYRON, ROCK ISLAND COUNTY, BETWEEN MAIN STREET AND THE
 MG0014'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 75 FEET
 MG0014'EAST OF THE BANK OF MISSISSIPPI RIVER, AT THE BRICK STORE
 MG0014'BUILDING OWNED BY THE CITY AND USED AS THE TOWN HALL, AND IN THE
 MG0014'WEST SIDE OF THE SOUTHWEST CORNER OF THE STONE FOUNDATION.  THE
 MG0014'CENTER OF A COPPER BOLT LEADED HORIZONTALLY.
 MG0014
 MG0014                          STATION RECOVERY (1996)
 MG0014
 MG0014'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0014'MARK NOT FOUND.
 MG0014
 MG0014                          STATION RECOVERY (1997)
 MG0014
 MG0014'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0014'MARK NOT FOUND.
 MG0014
 MG0014                          STATION RECOVERY (2004)
 MG0014
 MG0014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CJD)
 MG0014'OLD COURTHOUSE BUILDING NOW A PARK, MARK LIKELY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0752 ***********************************************************************
 HB0752  DESIGNATION -  481
 HB0752  PID         -  HB0752
 HB0752  STATE/COUNTY-  IL/ALEXANDER
 HB0752  USGS QUAD   -  THEBES (1996)
 HB0752
 HB0752                         *CURRENT SURVEY CONTROL
 HB0752  ___________________________________________________________________
 HB0752* NAD 83(1986)-  37 13 12.     (N)    089 27 26.     (W)     SCALED    
 HB0752* NAVD 88     -       146.446  (meters)     480.46   (feet)  ADJUSTED  
 HB0752  ___________________________________________________________________
 HB0752  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB0752  DYNAMIC HT  -         146.340 (meters)     480.12  (feet)  COMP
 HB0752  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 HB0752
 HB0752  VERT ORDER  -  SECOND    CLASS 0
 HB0752
 HB0752.The horizontal coordinates were scaled from a topographic map and have
 HB0752.an estimated accuracy of +/- 6 seconds.
 HB0752
 HB0752.The orthometric height was determined by differential leveling
 HB0752.and adjusted by the National Geodetic Survey in June 1991..
 HB0752
 HB0752.The geoid height was determined by GEOID03.
 HB0752
 HB0752.The dynamic height is computed by dividing the NAVD 88
 HB0752.geopotential number by the normal gravity value computed on the
 HB0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0752.degrees latitude (g = 980.6199 gals.).
 HB0752
 HB0752.The modeled gravity was interpolated from observed gravity values.
 HB0752
 HB0752;                    North         East    Units  Estimated Accuracy
 HB0752;SPC IL W     -    61,640.      762,960.      MT  (+/- 180 meters Scaled)
 HB0752
 HB0752                          SUPERSEDED SURVEY CONTROL
 HB0752
 HB0752  NGVD 29 (??/??/??)  146.322  (m)          480.06   (f) ADJUSTED    2 0
 HB0752
 HB0752.Superseded values are not recommended for survey control.
 HB0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0752.See file dsdata.txt to determine how the superseded data were derived.
 HB0752
 HB0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG819221(NAD 83)
 HB0752_MARKER: DD = SURVEY DISK
 HB0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0752_STAMPING: 481 1927
 HB0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0752+STABILITY: SURFACE MOTION
 HB0752
 HB0752  HISTORY     - Date     Condition        Report By
 HB0752  HISTORY     - 1927     MONUMENTED       USGS
 HB0752  HISTORY     - 1935     GOOD             CGS
 HB0752  HISTORY     - 1960     MARK NOT FOUND   CGS
 HB0752
 HB0752                          STATION DESCRIPTION
 HB0752
 HB0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0752'AT THEBES.
 HB0752'AT THEBES, ALEXANDER COUNTY, AT THE HIGHEST PART OF TOWN, AT THE
 HB0752'PUBLIC SCHOOL, AT THE SOUTH SIDE OF THE SCHOOL GROUNDS, 6.5 FEET EAST
 HB0752'OF THE EAST SIDE OF A WALK LEADING TO THE MAIN ENTRANCE, AND ON THE
 HB0752'NORTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF THE SCHOOL
 HB0752'GROUNDS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HB0752'481 1927 AND SET IN THE TOP OF A CONCRETE POST.
 HB0752
 HB0752                          STATION RECOVERY (1960)
 HB0752
 HB0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1268 ***********************************************************************
 LC1268  DESIGNATION -  482
 LC1268  PID         -  LC1268
 LC1268  STATE/COUNTY-  IL/TAZEWELL
 LC1268  USGS QUAD   -  PEKIN (1996)
 LC1268
 LC1268                         *CURRENT SURVEY CONTROL
 LC1268  ___________________________________________________________________
 LC1268* NAD 83(1986)-  40 34 09.     (N)    089 38 49.     (W)     SCALED    
 LC1268* NAVD 88     -       146.548  (meters)     480.80   (feet)  ADJUSTED  
 LC1268  ___________________________________________________________________
 LC1268  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1268  DYNAMIC HT  -         146.479 (meters)     480.57  (feet)  COMP
 LC1268  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 LC1268
 LC1268  VERT ORDER  -  FIRST     CLASS II
 LC1268
 LC1268.The horizontal coordinates were scaled from a topographic map and have
 LC1268.an estimated accuracy of +/- 6 seconds.
 LC1268
 LC1268.The orthometric height was determined by differential leveling
 LC1268.and adjusted by the National Geodetic Survey in June 1991..
 LC1268
 LC1268.The geoid height was determined by GEOID03.
 LC1268
 LC1268.The dynamic height is computed by dividing the NAVD 88
 LC1268.geopotential number by the normal gravity value computed on the
 LC1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1268.degrees latitude (g = 980.6199 gals.).
 LC1268
 LC1268.The modeled gravity was interpolated from observed gravity values.
 LC1268
 LC1268;                    North         East    Units  Estimated Accuracy
 LC1268;SPC IL W     -   433,310.      744,010.      MT  (+/- 180 meters Scaled)
 LC1268
 LC1268                          SUPERSEDED SURVEY CONTROL
 LC1268
 LC1268  NGVD 29 (??/??/92)  146.654  (m)          481.15   (f) ADJ UNCH    1 2
 LC1268
 LC1268.Superseded values are not recommended for survey control.
 LC1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1268.See file dsdata.txt to determine how the superseded data were derived.
 LC1268
 LC1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK759943(NAD 83)
 LC1268_MARKER: DD = SURVEY DISK
 LC1268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1268_SP_SET: BUILDING
 LC1268_STAMPING: 482 ILL
 LC1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1268
 LC1268  HISTORY     - Date     Condition        Report By
 LC1268  HISTORY     - UNK      MONUMENTED       USGS
 LC1268  HISTORY     - 1960     GOOD             NGS
 LC1268  HISTORY     - 1961     GOOD             NGS
 LC1268  HISTORY     - 1980     MARK NOT FOUND   ILDT
 LC1268
 LC1268                          STATION DESCRIPTION
 LC1268
 LC1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1268'AT PEKIN.
 LC1268'AT PEKIN, AT THE EAST SIDE OF THE COURT HOUSE, IN THE CENTER
 LC1268'OF THE SOUTH BALUSTRADE AND 6 INCHES WEST OF THE EDGE AND 4 FEET
 LC1268'ABOVE SIDE WALK.
 LC1268
 LC1268                          STATION RECOVERY (1961)
 LC1268
 LC1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC1268'RECOVERED IN GOOD CONDITION.
 LC1268
 LC1268                          STATION RECOVERY (1980)
 LC1268
 LC1268'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 LC1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0052 ***********************************************************************
 JB0052  DESIGNATION -  487
 JB0052  PID         -  JB0052
 JB0052  STATE/COUNTY-  IL/RICHLAND
 JB0052  USGS QUAD   -  OLNEY (1971)
 JB0052
 JB0052                         *CURRENT SURVEY CONTROL
 JB0052  ___________________________________________________________________
 JB0052* NAD 83(1986)-  38 43 43.     (N)    088 05 04.     (W)     SCALED    
 JB0052* NAVD 88     -       148.035  (meters)     485.68   (feet)  ADJUSTED  
 JB0052  ___________________________________________________________________
 JB0052  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB0052  DYNAMIC HT  -         147.945 (meters)     485.38  (feet)  COMP
 JB0052  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 JB0052
 JB0052  VERT ORDER  -  FIRST     CLASS II
 JB0052
 JB0052.The horizontal coordinates were scaled from a topographic map and have
 JB0052.an estimated accuracy of +/- 6 seconds.
 JB0052
 JB0052.The orthometric height was determined by differential leveling
 JB0052.and adjusted by the National Geodetic Survey in June 1991..
 JB0052.WARNING-Repeat measurements at this control monument indicate possible
 JB0052.vertical movement.
 JB0052
 JB0052.The geoid height was determined by GEOID03.
 JB0052
 JB0052.The dynamic height is computed by dividing the NAVD 88
 JB0052.geopotential number by the normal gravity value computed on the
 JB0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0052.degrees latitude (g = 980.6199 gals.).
 JB0052
 JB0052.The modeled gravity was interpolated from observed gravity values.
 JB0052
 JB0052;                    North         East    Units  Estimated Accuracy
 JB0052;SPC IL E     -   228,880.      321,640.      MT  (+/- 180 meters Scaled)
 JB0052
 JB0052                          SUPERSEDED SURVEY CONTROL
 JB0052
 JB0052  NGVD 29 (??/??/92)  148.13   (m)          486.0    (f) COMPUTED    1 2
 JB0052
 JB0052.Superseded values are not recommended for survey control.
 JB0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0052.See file dsdata.txt to determine how the superseded data were derived.
 JB0052
 JB0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH057872(NAD 83)
 JB0052_MARKER: DD = SURVEY DISK
 JB0052_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JB0052+WITH SETTING: PAVEMENT
 JB0052_SP_SET: PORCH
 JB0052_STAMPING: 487 1921
 JB0052_MARK LOGO: USGS  
 JB0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0052+STABILITY: SURFACE MOTION
 JB0052
 JB0052  HISTORY     - Date     Condition        Report By
 JB0052  HISTORY     - 1921     MONUMENTED       USGS
 JB0052  HISTORY     - 1956     GOOD             NGS
 JB0052  HISTORY     - 1986     GOOD             NGS
 JB0052
 JB0052                          STATION DESCRIPTION
 JB0052
 JB0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0052'AT OLNEY.
 JB0052'AT OLNEY, AT THE INTERSECTION OF SOUTH WHITTLE AND EAST ELM
 JB0052'STREETS, AT THE POST OFFICE, 23 FEET EAST OF EAST CURB OF SOUTH
 JB0052'WHITTLE STREET, 32 1/2 FEET NORTH OF NORTH CURB OF EAST ELM
 JB0052'STREET, 23 FEET SOUTH OF CENTER OF MAIN (WEST) ENTRANCE TO POST
 JB0052'OFFICE, IN THE TOP OF EAST END OF COPING OF PORCH TO WEST
 JB0052'ENTRANCE TO POST OFFICE, 11 INCHES WEST OF WEST FACE OF POST
 JB0052'OFFICE AND ABOUT 2 FEET ABOVE LEVEL OF STREETS.
 JB0052
 JB0052                          STATION RECOVERY (1986)
 JB0052
 JB0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0052'RECOVERED IN GOOD CONDITION.  NOTE--ACCESS TO THE MARK IS THROUGH A
 JB0052'3-INCH HOLE IN NEW CONCRETE AND IS 4 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0123 ***********************************************************************
 JB0123  DESIGNATION -  487.7
 JB0123  PID         -  JB0123
 JB0123  STATE/COUNTY-  IL/RICHLAND
 JB0123  USGS QUAD   -  OLNEY (1971)
 JB0123
 JB0123                         *CURRENT SURVEY CONTROL
 JB0123  ___________________________________________________________________
 JB0123* NAD 83(1986)-  38 43 49.     (N)    088 05 09.     (W)     SCALED    
 JB0123* NAVD 88     -       146.590  (meters)     480.94   (feet)  ADJUSTED  
 JB0123  ___________________________________________________________________
 JB0123  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JB0123  DYNAMIC HT  -         146.501 (meters)     480.65  (feet)  COMP
 JB0123  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 JB0123
 JB0123  VERT ORDER  -  FIRST     CLASS II
 JB0123
 JB0123.The horizontal coordinates were scaled from a topographic map and have
 JB0123.an estimated accuracy of +/- 6 seconds.
 JB0123
 JB0123.The orthometric height was determined by differential leveling
 JB0123.and adjusted by the National Geodetic Survey in June 1991..
 JB0123.WARNING-Repeat measurements at this control monument indicate possible
 JB0123.vertical movement.
 JB0123
 JB0123.The geoid height was determined by GEOID03.
 JB0123
 JB0123.The dynamic height is computed by dividing the NAVD 88
 JB0123.geopotential number by the normal gravity value computed on the
 JB0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0123.degrees latitude (g = 980.6199 gals.).
 JB0123
 JB0123.The modeled gravity was interpolated from observed gravity values.
 JB0123
 JB0123;                    North         East    Units  Estimated Accuracy
 JB0123;SPC IL E     -   229,070.      321,520.      MT  (+/- 180 meters Scaled)
 JB0123
 JB0123                          SUPERSEDED SURVEY CONTROL
 JB0123
 JB0123  NGVD 29 (??/??/92)  146.687  (m)          481.26   (f) ADJ UNCH    1 2
 JB0123
 JB0123.Superseded values are not recommended for survey control.
 JB0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0123.See file dsdata.txt to determine how the superseded data were derived.
 JB0123
 JB0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH056874(NAD 83)
 JB0123_MARKER: DD = SURVEY DISK
 JB0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0123_SP_SET: CONCRETE POST
 JB0123_STAMPING: 487.7
 JB0123_MARK LOGO: ILGS  
 JB0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0123+STABILITY: SURFACE MOTION
 JB0123
 JB0123  HISTORY     - Date     Condition        Report By
 JB0123  HISTORY     - UNK      MONUMENTED       ILGS
 JB0123  HISTORY     - 1956     GOOD             NGS
 JB0123  HISTORY     - 1986     GOOD             NGS
 JB0123
 JB0123                          STATION DESCRIPTION
 JB0123
 JB0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0123'AT OLNEY.
 JB0123'AT OLNEY, AT THE WEST ENTRANCE TO THE COURT HOUSE, 34 FEET EAST
 JB0123'OF EAST CURB OF SOUTH KITCHELL AVENUE, 62 FEET NORTH OF NORTH
 JB0123'CURB LINE OF WEST MARKET STREET, 4.4 FEET WEST OF WEST FACE OF
 JB0123'COURT HOUSE BUILDING, 1.9 FEET SOUTH OF SOUTH EDGE TO WEST
 JB0123'ENTRANCE AND ABOUT 3 FEET ABOVE LEVEL OF STREET.
 JB0123
 JB0123                          STATION RECOVERY (1986)
 JB0123
 JB0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1853 ***********************************************************************
 LB1853  DESIGNATION -  48.948
 LB1853  PID         -  LB1853
 LB1853  STATE/COUNTY-  IL/VERMILION
 LB1853  USGS QUAD   -  DANVILLE NE (1978)
 LB1853
 LB1853                         *CURRENT SURVEY CONTROL
 LB1853  ___________________________________________________________________
 LB1853* NAD 83(1986)-  40 09 56.     (N)    087 36 59.     (W)     SCALED    
 LB1853* NAVD 88     -       189.359  (meters)     621.26   (feet)  ADJUSTED  
 LB1853  ___________________________________________________________________
 LB1853  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LB1853  DYNAMIC HT  -         189.266 (meters)     620.95  (feet)  COMP
 LB1853  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LB1853
 LB1853  VERT ORDER  -  FIRST     CLASS II
 LB1853
 LB1853.The horizontal coordinates were scaled from a topographic map and have
 LB1853.an estimated accuracy of +/- 6 seconds.
 LB1853
 LB1853.The orthometric height was determined by differential leveling
 LB1853.and adjusted by the National Geodetic Survey in June 1991..
 LB1853
 LB1853.The geoid height was determined by GEOID03.
 LB1853
 LB1853.The dynamic height is computed by dividing the NAVD 88
 LB1853.geopotential number by the normal gravity value computed on the
 LB1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1853.degrees latitude (g = 980.6199 gals.).
 LB1853
 LB1853.The modeled gravity was interpolated from observed gravity values.
 LB1853
 LB1853;                    North         East    Units  Estimated Accuracy
 LB1853;SPC IL E     -   388,630.      361,070.      MT  (+/- 180 meters Scaled)
 LB1853
 LB1853                          SUPERSEDED SURVEY CONTROL
 LB1853
 LB1853  NGVD 29 (??/??/92)  189.402  (m)          621.40   (f) ADJ UNCH    1 2
 LB1853
 LB1853.Superseded values are not recommended for survey control.
 LB1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1853.See file dsdata.txt to determine how the superseded data were derived.
 LB1853
 LB1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK475463(NAD 83)
 LB1853_MARKER: X = CHISELED CROSS
 LB1853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1853_SP_SET: BRIDGE PARAPET
 LB1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1853
 LB1853  HISTORY     - Date     Condition        Report By
 LB1853  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1853  HISTORY     - 1935     GOOD             NGS
 LB1853
 LB1853                          STATION DESCRIPTION
 LB1853
 LB1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1853'2.5 MI NE FROM DANVILLE.
 LB1853'2.5 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LB1853'THE STATION AT DANVILLE, VERMILION COUNTY, 0.3 MILE NORTH OF THE
 LB1853'CHICAGO AND EASTERN ILLINOIS RAILROAD OVERHEAD BRIDGE, AT BRIDGE
 LB1853'126.17, ON THE TOP OF THE SOUTHEAST CORNER OF THE NORTH PARAPET,
 LB1853'13.7 FEET EAST OF THE EAST RAIL OF THE NORTHBOUND TRACK, AND 1.5
 LB1853'FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0015 ***********************************************************************
 JB0015  DESIGNATION -  490
 JB0015  PID         -  JB0015
 JB0015  STATE/COUNTY-  IL/CLAY
 JB0015  USGS QUAD   -  FLORA (1970)
 JB0015
 JB0015                         *CURRENT SURVEY CONTROL
 JB0015  ___________________________________________________________________
 JB0015* NAD 83(1986)-  38 40 15.     (N)    088 28 40.     (W)     SCALED    
 JB0015* NAVD 88     -       148.953  (meters)     488.69   (feet)  ADJUSTED  
 JB0015  ___________________________________________________________________
 JB0015  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB0015  DYNAMIC HT  -         148.861 (meters)     488.39  (feet)  COMP
 JB0015  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 JB0015
 JB0015  VERT ORDER  -  FIRST     CLASS II
 JB0015
 JB0015.The horizontal coordinates were scaled from a topographic map and have
 JB0015.an estimated accuracy of +/- 6 seconds.
 JB0015
 JB0015.The orthometric height was determined by differential leveling
 JB0015.and adjusted by the National Geodetic Survey in June 1991..
 JB0015
 JB0015.The geoid height was determined by GEOID03.
 JB0015
 JB0015.The dynamic height is computed by dividing the NAVD 88
 JB0015.geopotential number by the normal gravity value computed on the
 JB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0015.degrees latitude (g = 980.6199 gals.).
 JB0015
 JB0015.The modeled gravity was interpolated from observed gravity values.
 JB0015
 JB0015;                    North         East    Units  Estimated Accuracy
 JB0015;SPC IL E     -   222,450.      287,430.      MT  (+/- 180 meters Scaled)
 JB0015
 JB0015                          SUPERSEDED SURVEY CONTROL
 JB0015
 JB0015  NGVD 29 (??/??/92)  149.064  (m)          489.05   (f) ADJ UNCH    1 2
 JB0015
 JB0015.Superseded values are not recommended for survey control.
 JB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0015.See file dsdata.txt to determine how the superseded data were derived.
 JB0015
 JB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH714812(NAD 83)
 JB0015_MARKER: DD = SURVEY DISK
 JB0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0015_SP_SET: BUILDING
 JB0015_STAMPING: 490 1921
 JB0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0015
 JB0015  HISTORY     - Date     Condition        Report By
 JB0015  HISTORY     - 1921     MONUMENTED       USGS
 JB0015  HISTORY     - 1949     GOOD             NGS
 JB0015  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0015
 JB0015                          STATION DESCRIPTION
 JB0015
 JB0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0015'AT FLORA.
 JB0015'AT FLORA, AT THE EAST SIDE GRADE SCHOOL, SET IN THE CONCRETE
 JB0015'SIDEWALK AT THE SOUTH SIDE OF THE BUILDING, 26.5 FEET
 JB0015'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 8 FEET
 JB0015'EAST OF THE EAST SIDE OF THE SOUTH ENTRANCE, 0.6 FOOT SOUTH OF
 JB0015'THE SOUTH SIDE OF THE BUILDING AND ABOUT 0.5 FOOT ABOVE THE
 JB0015'LEVEL OF THE GROUND.  THE VIN SHOWN IN ORIGINAL STAMPING IS NOT
 JB0015'STAMPED ON MARK.
 JB0015
 JB0015                          STATION RECOVERY (1986)
 JB0015
 JB0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0015'THERE IS NOW A NEW SCHOOL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1181 ***********************************************************************
 LC1181  DESIGNATION -  495
 LC1181  PID         -  LC1181
 LC1181  STATE/COUNTY-  IL/MENARD
 LC1181  USGS QUAD   -  OAKFORD (1971)
 LC1181
 LC1181                         *CURRENT SURVEY CONTROL
 LC1181  ___________________________________________________________________
 LC1181* NAD 83(1986)-  40 06 09.     (N)    089 57 54.     (W)     SCALED    
 LC1181* NAVD 88     -       150.688  (meters)     494.38   (feet)  ADJUSTED  
 LC1181  ___________________________________________________________________
 LC1181  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LC1181  DYNAMIC HT  -         150.612 (meters)     494.13  (feet)  COMP
 LC1181  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LC1181
 LC1181  VERT ORDER  -  SECOND    CLASS 0
 LC1181
 LC1181.The horizontal coordinates were scaled from a topographic map and have
 LC1181.an estimated accuracy of +/- 6 seconds.
 LC1181
 LC1181.The orthometric height was determined by differential leveling
 LC1181.and adjusted by the National Geodetic Survey in June 1991..
 LC1181
 LC1181.The geoid height was determined by GEOID03.
 LC1181
 LC1181.The dynamic height is computed by dividing the NAVD 88
 LC1181.geopotential number by the normal gravity value computed on the
 LC1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1181.degrees latitude (g = 980.6199 gals.).
 LC1181
 LC1181.The modeled gravity was interpolated from observed gravity values.
 LC1181
 LC1181;                    North         East    Units  Estimated Accuracy
 LC1181;SPC IL W     -   381,390.      717,190.      MT  (+/- 180 meters Scaled)
 LC1181
 LC1181                          SUPERSEDED SURVEY CONTROL
 LC1181
 LC1181  NGVD 29 (??/??/92)  150.787  (m)          494.71   (f) ADJ UNCH    2 0
 LC1181
 LC1181.Superseded values are not recommended for survey control.
 LC1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1181.See file dsdata.txt to determine how the superseded data were derived.
 LC1181
 LC1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK472433(NAD 83)
 LC1181_MARKER: DD = SURVEY DISK
 LC1181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1181_SP_SET: FOUNDATION
 LC1181_STAMPING: 495 ADJ 1905 SS 1928
 LC1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1181
 LC1181  HISTORY     - Date     Condition        Report By
 LC1181  HISTORY     - 1928     MONUMENTED       USGS
 LC1181  HISTORY     - 1934     GOOD             NGS
 LC1181
 LC1181                          STATION DESCRIPTION
 LC1181
 LC1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LC1181'AT OAKFORD.
 LC1181'AT OAKFORD, MENARD COUNTY, ON THE CHICAGO AND ILLINOIS MIDLAND
 LC1181'RAILWAY, 28 YARDS EAST OF THE STATION, AT THE LUTZ BROTHERS
 LC1181'STORE ON CENTER STREET, IN THE WEST SIDE OF THE BRICK FOUNDATION,
 LC1181'2 FEET NORTH OF THE SOUTHWEST CORNER, AND 1/2 FOOT ABOVE GROUND.
 LC1181'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 495 ADJ.
 LC1181'1905 SS 1928 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1323 ***********************************************************************
 JB1323  DESIGNATION -  498
 JB1323  PID         -  JB1323
 JB1323  STATE/COUNTY-  IL/CLINTON
 JB1323  USGS QUAD   -  TRENTON (1981)
 JB1323
 JB1323                         *CURRENT SURVEY CONTROL
 JB1323  ___________________________________________________________________
 JB1323* NAD 83(1986)-  38 36 11.     (N)    089 40 59.     (W)     SCALED    
 JB1323* NAVD 88     -       151.483  (meters)     496.99   (feet)  ADJUSTED  
 JB1323  ___________________________________________________________________
 JB1323  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JB1323  DYNAMIC HT  -         151.389 (meters)     496.68  (feet)  COMP
 JB1323  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JB1323
 JB1323  VERT ORDER  -  FIRST     CLASS I
 JB1323
 JB1323.The horizontal coordinates were scaled from a topographic map and have
 JB1323.an estimated accuracy of +/- 6 seconds.
 JB1323
 JB1323.The orthometric height was determined by differential leveling
 JB1323.and adjusted by the National Geodetic Survey in June 1991..
 JB1323.WARNING-Repeat measurements at this control monument indicate possible
 JB1323.vertical movement.
 JB1323
 JB1323.The geoid height was determined by GEOID03.
 JB1323
 JB1323.The dynamic height is computed by dividing the NAVD 88
 JB1323.geopotential number by the normal gravity value computed on the
 JB1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1323.degrees latitude (g = 980.6199 gals.).
 JB1323
 JB1323.The modeled gravity was interpolated from observed gravity values.
 JB1323
 JB1323;                    North         East    Units  Estimated Accuracy
 JB1323;SPC IL W     -   215,020.      742,120.      MT  (+/- 180 meters Scaled)
 JB1323
 JB1323                          SUPERSEDED SURVEY CONTROL
 JB1323
 JB1323  NGVD 29 (??/??/92)  151.600  (m)          497.37   (f) ADJ UNCH    1 1
 JB1323
 JB1323.Superseded values are not recommended for survey control.
 JB1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1323.See file dsdata.txt to determine how the superseded data were derived.
 JB1323
 JB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH663761(NAD 83)
 JB1323_MARKER: DD = SURVEY DISK
 JB1323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1323_SP_SET: BUILDING
 JB1323_STAMPING: ILLINOIS 498 ADJ
 JB1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1323
 JB1323  HISTORY     - Date     Condition        Report By
 JB1323  HISTORY     - UNK      MONUMENTED       USGS
 JB1323  HISTORY     - 1969     GOOD             NGS
 JB1323
 JB1323                          STATION DESCRIPTION
 JB1323
 JB1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1323'AT TRENTON.
 JB1323'AT TRENTON, ABOUT 0.2 MILE EAST ALONG THE BALTIMORE AND OHIO
 JB1323'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 160, THENCE 0.15
 JB1323'MILE NORTH ALONG SOUTH WASHINGTON STREET, AT THE INTERSECTION
 JB1323'OF SOUTH WASHINGTON STREET AND INDIANA STREET, SET VERTICALLY IN
 JB1323'THE EAST FACE OF THE CITY HALL BLDG, 41 1/2 FEET NORTH OF THE
 JB1323'CENTER LINE OF INDIANA STREET, 0.3 FOOT NORTH OF THE SOUTHEAST
 JB1323'CORNER OF THE BUILDING AND 2 INCHES ABOVE THE LEVEL OF THE
 JB1323'GROUND.  SEC 20, T 2 N, R 5 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0004 ***********************************************************************
 JC0004  DESIGNATION -  499
 JC0004  PID         -  JC0004
 JC0004  STATE/COUNTY-  IL/ST CLAIR
 JC0004  USGS QUAD   -  MONKS MOUND (1993)
 JC0004
 JC0004                         *CURRENT SURVEY CONTROL
 JC0004  ___________________________________________________________________
 JC0004* NAD 83(1986)-  38 38 08.     (N)    090 01 16.     (W)     SCALED    
 JC0004* NAVD 88     -       136.019  (meters)     446.26   (feet)  ADJUSTED  
 JC0004  ___________________________________________________________________
 JC0004  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JC0004  DYNAMIC HT  -         135.933 (meters)     445.97  (feet)  COMP
 JC0004  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JC0004
 JC0004  VERT ORDER  -  FIRST     CLASS I
 JC0004
 JC0004.The horizontal coordinates were scaled from a topographic map and have
 JC0004.an estimated accuracy of +/- 6 seconds.
 JC0004
 JC0004.The orthometric height was determined by differential leveling
 JC0004.and adjusted by the National Geodetic Survey in June 1991..
 JC0004.WARNING-Repeat measurements at this control monument indicate possible
 JC0004.vertical movement.
 JC0004
 JC0004.The geoid height was determined by GEOID03.
 JC0004
 JC0004.The dynamic height is computed by dividing the NAVD 88
 JC0004.geopotential number by the normal gravity value computed on the
 JC0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0004.degrees latitude (g = 980.6199 gals.).
 JC0004
 JC0004.The modeled gravity was interpolated from observed gravity values.
 JC0004
 JC0004;                    North         East    Units  Estimated Accuracy
 JC0004;SPC IL W     -   218,520.      712,670.      MT  (+/- 180 meters Scaled)
 JC0004
 JC0004                          SUPERSEDED SURVEY CONTROL
 JC0004
 JC0004  NGVD 29 (??/??/92)  136.130  (m)          446.62   (f) ADJ UNCH    1 1
 JC0004
 JC0004.Superseded values are not recommended for survey control.
 JC0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0004.See file dsdata.txt to determine how the superseded data were derived.
 JC0004
 JC0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC592805(NAD 83)
 JC0004_MARKER: DD = SURVEY DISK
 JC0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0004_SP_SET: BRIDGE
 JC0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0004
 JC0004  HISTORY     - Date     Condition        Report By
 JC0004  HISTORY     - UNK      MONUMENTED       USGS
 JC0004  HISTORY     - 1969     GOOD             NGS
 JC0004  HISTORY     - 20040301 POOR             INDIV
 JC0004
 JC0004                          STATION DESCRIPTION
 JC0004
 JC0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0004'0.2 MI SE FROM CASEYVILLE.
 JC0004'ABOUT 0.25 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JC0004'FROM THE CROSSING OF STATE HIGHWAY 157 AT CASEYVILLE, NEAR
 JC0004'MILEPOLE 327-36, SET ON THE TOP OF THE BOTTOM CONCRETE STEP OF THE
 JC0004'WING WALL AT THE SOUTH CORNER OF A 40-FOOT BRIDGE OVER LITTLE
 JC0004'CANTEEN CREEK, 17.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.8
 JC0004'FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE STEP AND 5 FEET
 JC0004'BELOW THE LEVEL OF THE TRACK.  SEC 8, T 2N, R 8W.
 JC0004
 JC0004                          STATION RECOVERY (2004)
 JC0004
 JC0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JMP)
 JC0004'MARK FOUND BUT HAS EVIDENCE OF ATTEMPTED VANDALISM.  EDGES APPEAR TO
 JC0004'BE BENT SLIGHTLY UPWARDS, BUT CENTER OF MARK SEEMS UNMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0011 ***********************************************************************
 KB0011  DESIGNATION -  5
 KB0011  PID         -  KB0011
 KB0011  STATE/COUNTY-  IL/DOUGLAS
 KB0011  USGS QUAD   -  ARCOLA (1983)
 KB0011
 KB0011                         *CURRENT SURVEY CONTROL
 KB0011  ___________________________________________________________________
 KB0011* NAD 83(1986)-  39 41 21.     (N)    088 18 29.     (W)     SCALED    
 KB0011* NAVD 88     -       206.293  (meters)     676.81   (feet)  ADJUSTED  
 KB0011  ___________________________________________________________________
 KB0011  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0011  DYNAMIC HT  -         206.180 (meters)     676.44  (feet)  COMP
 KB0011  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 KB0011
 KB0011  VERT ORDER  -  FIRST     CLASS II
 KB0011
 KB0011.The horizontal coordinates were scaled from a topographic map and have
 KB0011.an estimated accuracy of +/- 6 seconds.
 KB0011
 KB0011.The orthometric height was determined by differential leveling
 KB0011.and adjusted by the National Geodetic Survey in June 1991..
 KB0011
 KB0011.The geoid height was determined by GEOID03.
 KB0011
 KB0011.The dynamic height is computed by dividing the NAVD 88
 KB0011.geopotential number by the normal gravity value computed on the
 KB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0011.degrees latitude (g = 980.6199 gals.).
 KB0011
 KB0011.The modeled gravity was interpolated from observed gravity values.
 KB0011
 KB0011;                    North         East    Units  Estimated Accuracy
 KB0011;SPC IL E     -   335,490.      302,170.      MT  (+/- 180 meters Scaled)
 KB0011
 KB0011                          SUPERSEDED SURVEY CONTROL
 KB0011
 KB0011  NGVD 29 (??/??/92)  206.371  (m)          677.07   (f) ADJ UNCH    1 2
 KB0011
 KB0011.Superseded values are not recommended for survey control.
 KB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0011.See file dsdata.txt to determine how the superseded data were derived.
 KB0011
 KB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ878940(NAD 83)
 KB0011_MARKER: DB = BENCH MARK DISK
 KB0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0011+STABILITY: SURFACE MOTION
 KB0011
 KB0011  HISTORY     - Date     Condition        Report By
 KB0011  HISTORY     - UNK      MONUMENTED       ILHD
 KB0011  HISTORY     - 1933     GOOD             NGS
 KB0011  HISTORY     - 1973     MARK NOT FOUND   ILHD
 KB0011  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0011
 KB0011                          STATION DESCRIPTION
 KB0011
 KB0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0011'AT ARCOLA.
 KB0011'AT ARCOLA, DOUGLAS COUNTY, 50 FEET WEST OF THE CROSSING OF THE
 KB0011'ILLINOIS CENTRAL AND THE PENNSYLVANIA RAILROADS, 50 FEET NORTH
 KB0011'OF THE MAIN TRACK OF THE PENNSYLVANIA RAILROAD, AND NEAR THE EAST
 KB0011'RIGHT-OF-WAY LINE OF U.S. HIGHWAY 45.  THE TOP OF A VALVE, SET
 KB0011'IN THE TOP OF A CONCRETE POST.
 KB0011
 KB0011                          STATION RECOVERY (1973)
 KB0011
 KB0011'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0011'MARK NOT FOUND.
 KB0011
 KB0011                          STATION RECOVERY (1980)
 KB0011
 KB0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0070 ***********************************************************************
 JC0070  DESIGNATION -  5
 JC0070  PID         -  JC0070
 JC0070  STATE/COUNTY-  IL/JERSEY
 JC0070  USGS QUAD   -  ELSAH (1991)
 JC0070
 JC0070                         *CURRENT SURVEY CONTROL
 JC0070  ___________________________________________________________________
 JC0070* NAD 83(1986)-  38 57 04.     (N)    090 21 40.     (W)     SCALED    
 JC0070* NAVD 88     -       135.092  (meters)     443.21   (feet)  ADJUSTED  
 JC0070  ___________________________________________________________________
 JC0070  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JC0070  DYNAMIC HT  -         135.011 (meters)     442.95  (feet)  COMP
 JC0070  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 JC0070
 JC0070  VERT ORDER  -  SECOND    CLASS 0
 JC0070
 JC0070.The horizontal coordinates were scaled from a topographic map and have
 JC0070.an estimated accuracy of +/- 6 seconds.
 JC0070
 JC0070.The orthometric height was determined by differential leveling
 JC0070.and adjusted by the National Geodetic Survey in June 1991..
 JC0070
 JC0070.The geoid height was determined by GEOID03.
 JC0070
 JC0070.The dynamic height is computed by dividing the NAVD 88
 JC0070.geopotential number by the normal gravity value computed on the
 JC0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0070.degrees latitude (g = 980.6199 gals.).
 JC0070
 JC0070.The modeled gravity was interpolated from observed gravity values.
 JC0070
 JC0070;                    North         East    Units  Estimated Accuracy
 JC0070;SPC IL W     -   253,560.      683,150.      MT  (+/- 180 meters Scaled)
 JC0070
 JC0070                          SUPERSEDED SURVEY CONTROL
 JC0070
 JC0070  NGVD 29 (??/??/92)  135.235  (m)          443.68   (f) ADJ UNCH    2 0
 JC0070
 JC0070.Superseded values are not recommended for survey control.
 JC0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0070.See file dsdata.txt to determine how the superseded data were derived.
 JC0070
 JC0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD286146(NAD 83)
 JC0070_MARKER: B = BOLT
 JC0070_SETTING: 66 = SET IN ROCK OUTCROP
 JC0070_SP_SET: ROCK LEDGE
 JC0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0070+STABILITY: POSITION/ELEVATION WELL
 JC0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0070+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 JC0070
 JC0070  HISTORY     - Date     Condition        Report By
 JC0070  HISTORY     - UNK      MONUMENTED       DOD
 JC0070  HISTORY     - 1880     GOOD             DOD
 JC0070  HISTORY     - 20060325 GOOD             GEOCAC
 JC0070
 JC0070                          STATION DESCRIPTION
 JC0070
 JC0070'DESCRIBED BY US DEPARTMENT OF DEFENSE 1880
 JC0070'4 MI SE FROM GRAFTON.
 JC0070'ABOUT 4 MILES BELOW GRAFTON, JERSEY COUNTY, AT ELSAH, ABOUT 440
 JC0070'YARDS BELOW AN OLD FLOUR MILL, 242 YARDS BELOW A BRICK BUILDING,
 JC0070'105 YARDS (ALONG THE RAILROAD) BELOW THE LOWER END OF THE
 JC0070'TRESTLE, AND IN A NATURAL ROCK LEDGE ON THE ROCK SIDE OF THE
 JC0070'BLUFF.  A COPPER BOLT LEADED VERTICALLY INTO THE ROCK AND
 JC0070'SURROUNDED BY THE LETTERS USPBM CUT IN THE ROCK.
 JC0070
 JC0070                          STATION RECOVERY (2006)
 JC0070
 JC0070'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 JC0070'1ST GEOCAC RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0513 ***********************************************************************
 MF0513  DESIGNATION -  5 6
 MF0513  PID         -  MF0513
 MF0513  STATE/COUNTY-  IL/LA SALLE
 MF0513  USGS QUAD   -  SOMONAUK (1971)
 MF0513
 MF0513                         *CURRENT SURVEY CONTROL
 MF0513  ___________________________________________________________________
 MF0513* NAD 83(1986)-  41 37 42.     (N)    088 42 41.     (W)     SCALED    
 MF0513* NAVD 88     -       208.98   (+/-2cm)     685.6    (feet)  VERTCON   
 MF0513  ___________________________________________________________________
 MF0513  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MF0513
 MF0513  VERT ORDER  -  THIRD (See Below)
 MF0513
 MF0513.The horizontal coordinates were scaled from a topographic map and have
 MF0513.an estimated accuracy of +/- 6 seconds.
 MF0513
 MF0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF0513.The vertical order pertains to the NGVD 29 superseded value.
 MF0513
 MF0513.The geoid height was determined by GEOID03.
 MF0513
 MF0513;                    North         East    Units  Estimated Accuracy
 MF0513;SPC IL E     -   550,890.      268,500.      MT  (+/- 180 meters Scaled)
 MF0513
 MF0513                          SUPERSEDED SURVEY CONTROL
 MF0513
 MF0513  NGVD 29 (??/??/??)  209.04   (m)          685.8    (f) RESET       3  
 MF0513
 MF0513.Superseded values are not recommended for survey control.
 MF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0513.See file dsdata.txt to determine how the superseded data were derived.
 MF0513
 MF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM574099(NAD 83)
 MF0513_MARKER: DB = BENCH MARK DISK
 MF0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0513_STAMPING: 5 6 1934
 MF0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0513+STABILITY: SURFACE MOTION
 MF0513
 MF0513  HISTORY     - Date     Condition        Report By
 MF0513  HISTORY     - 1934     MONUMENTED       ILGS
 MF0513  HISTORY     - 1934     GOOD             NGS
 MF0513  HISTORY     - 19970801 MARK NOT FOUND   USPSQD
 MF0513  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 MF0513
 MF0513                          STATION DESCRIPTION
 MF0513
 MF0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF0513'1.7 MI W FROM SOMONAUK.
 MF0513'IN LA SALLE COUNTY, 1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 MF0513'AND QUINCY RAILROAD FROM THE STATION AT SOMONAUK, DE KALB COUNTY,
 MF0513'ABOUT 100 YARDS EAST OF THE FIFTH POLE WEST OF MILEPOST 61, NEAR
 MF0513'THE NORTH CORNER OF SECTIONS 1 AND 6, T 36 N, RS 4 AND 5 E, 28
 MF0513'FEET SOUTH OF U.S. HIGHWAY 34, 5 FEET SOUTH AND 1 FOOT WEST
 MF0513'OF THE WEST END OF A CULVERT UNDER A DRIVEWAY TO A FIELD.
 MF0513
 MF0513                          STATION RECOVERY (1997)
 MF0513
 MF0513'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0513'MARK NOT FOUND.
 MF0513
 MF0513                          STATION RECOVERY (2002)
 MF0513
 MF0513'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0124 ***********************************************************************
 KC0124  DESIGNATION -  5 BOLT
 KC0124  PID         -  KC0124
 KC0124  STATE/COUNTY-  IL/JERSEY
 KC0124  USGS QUAD   -  NUTWOOD (1975)
 KC0124
 KC0124                         *CURRENT SURVEY CONTROL
 KC0124  ___________________________________________________________________
 KC0124* NAD 83(1986)-  39 04 57.     (N)    090 33 27.     (W)     SCALED    
 KC0124* NAVD 88     -       132.020  (meters)     433.14   (feet)  ADJUSTED  
 KC0124  ___________________________________________________________________
 KC0124  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KC0124  DYNAMIC HT  -         131.939 (meters)     432.87  (feet)  COMP
 KC0124  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 KC0124
 KC0124  VERT ORDER  -  FIRST     CLASS II
 KC0124
 KC0124.The horizontal coordinates were scaled from a topographic map and have
 KC0124.an estimated accuracy of +/- 6 seconds.
 KC0124
 KC0124.The orthometric height was determined by differential leveling
 KC0124.and adjusted by the National Geodetic Survey in June 1991..
 KC0124
 KC0124.The geoid height was determined by GEOID03.
 KC0124
 KC0124.The dynamic height is computed by dividing the NAVD 88
 KC0124.geopotential number by the normal gravity value computed on the
 KC0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0124.degrees latitude (g = 980.6199 gals.).
 KC0124
 KC0124.The modeled gravity was interpolated from observed gravity values.
 KC0124
 KC0124;                    North         East    Units  Estimated Accuracy
 KC0124;SPC IL W     -   268,200.      666,190.      MT  (+/- 180 meters Scaled)
 KC0124
 KC0124                          SUPERSEDED SURVEY CONTROL
 KC0124
 KC0124  NGVD 29 (??/??/92)  132.131  (m)          433.50   (f) ADJ UNCH    1 2
 KC0124
 KC0124.Superseded values are not recommended for survey control.
 KC0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0124.See file dsdata.txt to determine how the superseded data were derived.
 KC0124
 KC0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD112287(NAD 83)
 KC0124_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0124_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0124
 KC0124  HISTORY     - Date     Condition        Report By
 KC0124  HISTORY     - UNK      MONUMENTED       DOD
 KC0124  HISTORY     - 1935     GOOD             NGS
 KC0124
 KC0124                          STATION DESCRIPTION
 KC0124
 KC0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0124'AT NUTWOOD.
 KC0124'AT NUTWOOD, JERSEY COUNTY, ABOUT 362 FEET WEST OF THE CENTER OF
 KC0124'THE FRONT DOOR OF THE POST OFFICE, AT THE A.O. AUTEN FARMHOUSE
 KC0124'(OCCUPIED IN 1904 BY WILLIAM LAWLER), IN THE SOUTHEAST CORNER OF
 KC0124'THE FRONT DOORYARD, AND 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KC0124'OF THE HOUSE.  A COPPER BOLT, LEADED IN THE TOP OF A LIMESTONE
 KC0124'SLAB ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 KC0124'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1671 ***********************************************************************
 ME1671  DESIGNATION -  5 C LEYDEN TWP
 ME1671  PID         -  ME1671
 ME1671  STATE/COUNTY-  IL/COOK
 ME1671  USGS QUAD   -  ELMHURST (1997)
 ME1671
 ME1671                         *CURRENT SURVEY CONTROL
 ME1671  ___________________________________________________________________
 ME1671* NAD 83(1986)-  41 58 47.     (N)    087 54 19.     (W)     SCALED    
 ME1671* NAVD 88     -       198.087  (meters)     649.89   (feet)  ADJUSTED  
 ME1671  ___________________________________________________________________
 ME1671  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1671  DYNAMIC HT  -         198.020 (meters)     649.67  (feet)  COMP
 ME1671  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 ME1671
 ME1671  VERT ORDER  -  FIRST     CLASS II
 ME1671
 ME1671.This mark is at Chicago O'hare Intl Airport (ORD)
 ME1671
 ME1671.The horizontal coordinates were scaled from a topographic map and have
 ME1671.an estimated accuracy of +/- 6 seconds.
 ME1671
 ME1671.The orthometric height was determined by differential leveling
 ME1671.and adjusted by the National Geodetic Survey in June 1991..
 ME1671
 ME1671.The geoid height was determined by GEOID03.
 ME1671
 ME1671.The dynamic height is computed by dividing the NAVD 88
 ME1671.geopotential number by the normal gravity value computed on the
 ME1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1671.degrees latitude (g = 980.6199 gals.).
 ME1671
 ME1671.The modeled gravity was interpolated from observed gravity values.
 ME1671
 ME1671;                    North         East    Units  Estimated Accuracy
 ME1671;SPC IL E     -   589,940.      335,480.      MT  (+/- 180 meters Scaled)
 ME1671
 ME1671                          SUPERSEDED SURVEY CONTROL
 ME1671
 ME1671  NGVD 29 (??/??/92)  198.18   (m)          650.2    (f) COMPUTED    1 2
 ME1671
 ME1671.Superseded values are not recommended for survey control.
 ME1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1671.See file dsdata.txt to determine how the superseded data were derived.
 ME1671
 ME1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM250479(NAD 83)
 ME1671_MARKER: B = BOLT
 ME1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1671_STAMPING: 1964
 ME1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1671+STABILITY: SURFACE MOTION
 ME1671
 ME1671  HISTORY     - Date     Condition        Report By
 ME1671  HISTORY     - UNK      MONUMENTED       IL1670
 ME1671  HISTORY     - 1947     GOOD             NGS
 ME1671
 ME1671                          STATION DESCRIPTION
 ME1671
 ME1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1671'6.4 MI NW FROM FRANKLIN PARK.
 ME1671'ABOUT 1.95 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN PARK
 ME1671'DISTRICT 84 SCHOOL AT FRANKLIN PARK, THENCE ABOUT 4.4 MILES
 ME1671'NORTH ALONG WOLF ROAD, AT THE CHICAGO ORCHARD AIRPORT, AT THE
 ME1671'WOLF ROAD ENTRANCE TO THE FIELD, 48 FEET WEST OF THE CENTER LINE
 ME1671'OF THE DRIVE WAY TO HANGAR AND ENGINEERS OFFICE (PROLONGED WOLF
 ME1671'ROAD), 49 FEET NORTH OF THE CENTER LINE OF BRYN MAWR AVENUE, 25
 ME1671'FEET WEST OF THE WEST END OF A 3-FOOT CONCRETE BOX CULVERT,
 ME1671'2 FEET EAST OF A HIGHWAY RIGHT-OF-WAY MARKER POST, 2 FEET WEST
 ME1671'OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ENTRANCE.
 ME1671'A COPPER BOLT SET IN THE TOP OF A CONCRETE POST COVERED WITH
 ME1671'A 10-INCH SQUARE IRON BOX PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0123 ***********************************************************************
 KC0123  DESIGNATION -  5 CAP
 KC0123  PID         -  KC0123
 KC0123  STATE/COUNTY-  IL/JERSEY
 KC0123  USGS QUAD   -  NUTWOOD (1975)
 KC0123
 KC0123                         *CURRENT SURVEY CONTROL
 KC0123  ___________________________________________________________________
 KC0123* NAD 83(1986)-  39 04 58.     (N)    090 33 26.     (W)     SCALED    
 KC0123* NAVD 88     -       133.238  (meters)     437.13   (feet)  ADJUSTED  
 KC0123  ___________________________________________________________________
 KC0123  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KC0123  DYNAMIC HT  -         133.157 (meters)     436.87  (feet)  COMP
 KC0123  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 KC0123
 KC0123  VERT ORDER  -  FIRST     CLASS II
 KC0123
 KC0123.The horizontal coordinates were scaled from a topographic map and have
 KC0123.an estimated accuracy of +/- 6 seconds.
 KC0123
 KC0123.The orthometric height was determined by differential leveling
 KC0123.and adjusted by the National Geodetic Survey in June 1991..
 KC0123
 KC0123.The geoid height was determined by GEOID03.
 KC0123
 KC0123.The dynamic height is computed by dividing the NAVD 88
 KC0123.geopotential number by the normal gravity value computed on the
 KC0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0123.degrees latitude (g = 980.6199 gals.).
 KC0123
 KC0123.The modeled gravity was interpolated from observed gravity values.
 KC0123
 KC0123;                    North         East    Units  Estimated Accuracy
 KC0123;SPC IL W     -   268,230.      666,210.      MT  (+/- 180 meters Scaled)
 KC0123
 KC0123                          SUPERSEDED SURVEY CONTROL
 KC0123
 KC0123  NGVD 29 (??/??/92)  133.347  (m)          437.49   (f) ADJ UNCH    1 2
 KC0123
 KC0123.Superseded values are not recommended for survey control.
 KC0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0123.See file dsdata.txt to determine how the superseded data were derived.
 KC0123
 KC0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD112288(NAD 83)
 KC0123_MARKER: B = BOLT
 KC0123_SETTING: 0 = UNSPECIFIED SETTING
 KC0123_STAMPING: ELEV 444.78 FT MEMPHIS DATUM 1903
 KC0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0123
 KC0123  HISTORY     - Date     Condition        Report By
 KC0123  HISTORY     - 1903     MONUMENTED       DOD
 KC0123  HISTORY     - 1961     GOOD             NGS
 KC0123
 KC0123                          STATION DESCRIPTION
 KC0123
 KC0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0123'0.2 MI SW FROM NUTWOOD.
 KC0123'ABOUT 0.2 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM ITS
 KC0123'JUNCTION WITH STATE HIGHWAY 100 AT NUTWOOD, ABOUT 100 YARDS
 KC0123'SOUTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH,
 KC0123'SECTION S 5 T 7 N R 13 W, AT THE SOUTH END OF A LARGE CULTIVATED
 KC0123'FIELD, 27 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 70 FEET
 KC0123'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIELD, 3 1/2 FEET EAST
 KC0123'OF THE EAST SIDE OF A 50-INCH MAPLE TREE, 68 1/2 FEET NORTH
 KC0123'AND ACROSS THE ROAD FROM POWER LINE POLE NO. 41 C 5, 1 FOOT ABOVE
 KC0123'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1164 ***********************************************************************
 JC1164  DESIGNATION -  5 LOCK 27 RM
 JC1164  PID         -  JC1164
 JC1164  STATE/COUNTY-  IL/MADISON
 JC1164  USGS QUAD   -  GRANITE CITY (1998)
 JC1164
 JC1164                         *CURRENT SURVEY CONTROL
 JC1164  ___________________________________________________________________
 JC1164* NAD 83(1986)-  38 42 06.     (N)    090 10 53.     (W)     SCALED    
 JC1164* NAVD 88     -       131.534  (meters)     431.54   (feet)  ADJUSTED  
 JC1164  ___________________________________________________________________
 JC1164  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC1164  DYNAMIC HT  -         131.451 (meters)     431.27  (feet)  COMP
 JC1164  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JC1164
 JC1164  VERT ORDER  -  FIRST     CLASS II
 JC1164
 JC1164.The horizontal coordinates were scaled from a topographic map and have
 JC1164.an estimated accuracy of +/- 6 seconds.
 JC1164
 JC1164.The orthometric height was determined by differential leveling
 JC1164.and adjusted by the National Geodetic Survey in June 1991..
 JC1164
 JC1164.The geoid height was determined by GEOID03.
 JC1164
 JC1164.The dynamic height is computed by dividing the NAVD 88
 JC1164.geopotential number by the normal gravity value computed on the
 JC1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1164.degrees latitude (g = 980.6199 gals.).
 JC1164
 JC1164.The modeled gravity was interpolated from observed gravity values.
 JC1164
 JC1164;                    North         East    Units  Estimated Accuracy
 JC1164;SPC IL W     -   225,850.      698,720.      MT  (+/- 180 meters Scaled)
 JC1164
 JC1164                          SUPERSEDED SURVEY CONTROL
 JC1164
 JC1164  NGVD 29 (??/??/??)  131.500  (m)          431.43   (f) ADJUSTED    1 2
 JC1164
 JC1164.Superseded values are not recommended for survey control.
 JC1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1164.See file dsdata.txt to determine how the superseded data were derived.
 JC1164
 JC1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC451874(NAD 83)
 JC1164_MARKER: DD = SURVEY DISK
 JC1164_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JC1164_SP_SET: MASSIVE CONCRETE
 JC1164_STAMPING: RM 5
 JC1164_MARK LOGO: USE   
 JC1164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1164+STABILITY: POSITION/ELEVATION WELL
 JC1164
 JC1164  HISTORY     - Date     Condition        Report By
 JC1164  HISTORY     - UNK      MONUMENTED       DOD
 JC1164  HISTORY     - 1981     GOOD             NGS
 JC1164
 JC1164                          STATION DESCRIPTION
 JC1164
 JC1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1164'IN GRANITE CITY.
 JC1164'IN GRANITE CITY, AT THE U.S. ARMY CORPS ENGINEERS LOCK NUMBER 27, NEAR
 JC1164'THE ENTER OF THE INTERMEDIATE NEAR THE NORTHEAST CORNER OF A CONTROL
 JC1164'BUILDING, BETWEEN THE TWO LOCK CHANNELS, 8.23 METERS (27.0 FEET)
 JC1164'NORTHEAST OF THE EAST CORNER OF A CONTROL BUILDING, 1.12 METERS (3.7
 JC1164'FEET) NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTHEAST LOCK CHANNEL.
 JC1164'THE MARK IS ABOVE LEVEL WITH TOP OF LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0145 ***********************************************************************
 JB0145  DESIGNATION -  51
 JB0145  PID         -  JB0145
 JB0145  STATE/COUNTY-  IL/WHITE
 JB0145  USGS QUAD   -  ENFIELD (1974)
 JB0145
 JB0145                         *CURRENT SURVEY CONTROL
 JB0145  ___________________________________________________________________
 JB0145* NAD 83(1986)-  38 05 46.     (N)    088 20 44.     (W)     SCALED    
 JB0145* NAVD 88     -       128.382  (meters)     421.20   (feet)  ADJUSTED  
 JB0145  ___________________________________________________________________
 JB0145  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 JB0145  DYNAMIC HT  -         128.297 (meters)     420.92  (feet)  COMP
 JB0145  MODELED GRAV-     979,963.1   (mgal)                       NAVD 88
 JB0145
 JB0145  VERT ORDER  -  SECOND    CLASS 0
 JB0145
 JB0145.The horizontal coordinates were scaled from a topographic map and have
 JB0145.an estimated accuracy of +/- 6 seconds.
 JB0145
 JB0145.The orthometric height was determined by differential leveling
 JB0145.and adjusted by the National Geodetic Survey in June 1991..
 JB0145
 JB0145.The geoid height was determined by GEOID03.
 JB0145
 JB0145.The dynamic height is computed by dividing the NAVD 88
 JB0145.geopotential number by the normal gravity value computed on the
 JB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0145.degrees latitude (g = 980.6199 gals.).
 JB0145
 JB0145.The modeled gravity was interpolated from observed gravity values.
 JB0145
 JB0145;                    North         East    Units  Estimated Accuracy
 JB0145;SPC IL E     -   158,640.      298,930.      MT  (+/- 180 meters Scaled)
 JB0145
 JB0145                          SUPERSEDED SURVEY CONTROL
 JB0145
 JB0145  NGVD 29 (??/??/92)  128.490  (m)          421.55   (f) ADJ UNCH    2 0
 JB0145
 JB0145.Superseded values are not recommended for survey control.
 JB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0145.See file dsdata.txt to determine how the superseded data were derived.
 JB0145
 JB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH820173(NAD 83)
 JB0145_MARKER: Q = CHISELED SQUARE
 JB0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0145_SP_SET: CULVERT
 JB0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0145
 JB0145  HISTORY     - Date     Condition        Report By
 JB0145  HISTORY     - UNK      MONUMENTED       USGS
 JB0145  HISTORY     - 1935     GOOD             NGS
 JB0145
 JB0145                          STATION DESCRIPTION
 JB0145
 JB0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB0145'AT ENFIELD.
 JB0145'AT ENFIELD, WHITE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JB0145'ABOUT 750 FEET SOUTH OF THE STATION, 2 RAILS SOUTH OF MILEPOST
 JB0145'S 33, AT A 48-INCH IRON-PIPE CULVERT, AND ON THE TOP OF THE
 JB0145'NORTHWEST CORNER OF THE WEST STONE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0013 ***********************************************************************
 MG0013  DESIGNATION -  51
 MG0013  PID         -  MG0013
 MG0013  STATE/COUNTY-  IL/ROCK ISLAND
 MG0013  USGS QUAD   -  CORDOVA (1991)
 MG0013
 MG0013                         *CURRENT SURVEY CONTROL
 MG0013  ___________________________________________________________________
 MG0013* NAD 83(1986)-  41 40 44.     (N)    090 19 03.     (W)     SCALED    
 MG0013* NAVD 88     -       181.283  (meters)     594.76   (feet)  ADJUSTED  
 MG0013  ___________________________________________________________________
 MG0013  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0013  DYNAMIC HT  -         181.215 (meters)     594.54  (feet)  COMP
 MG0013  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 MG0013
 MG0013  VERT ORDER  -  SECOND    CLASS 0
 MG0013
 MG0013.The horizontal coordinates were scaled from a topographic map and have
 MG0013.an estimated accuracy of +/- 6 seconds.
 MG0013
 MG0013.The orthometric height was determined by differential leveling
 MG0013.and adjusted by the National Geodetic Survey in June 1991..
 MG0013
 MG0013.The geoid height was determined by GEOID03.
 MG0013
 MG0013.The dynamic height is computed by dividing the NAVD 88
 MG0013.geopotential number by the normal gravity value computed on the
 MG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0013.degrees latitude (g = 980.6199 gals.).
 MG0013
 MG0013.The modeled gravity was interpolated from observed gravity values.
 MG0013
 MG0013;                    North         East    Units  Estimated Accuracy
 MG0013;SPC IL W     -   556,430.      687,440.      MT  (+/- 180 meters Scaled)
 MG0013
 MG0013                          SUPERSEDED SURVEY CONTROL
 MG0013
 MG0013  NGVD 29 (??/??/92)  181.306  (m)          594.83   (f) ADJ UNCH    2 0
 MG0013
 MG0013.Superseded values are not recommended for survey control.
 MG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0013.See file dsdata.txt to determine how the superseded data were derived.
 MG0013
 MG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG232176(NAD 83)
 MG0013_MARKER: B = BOLT
 MG0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0013_SP_SET: FOUNDATION
 MG0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0013
 MG0013  HISTORY     - Date     Condition        Report By
 MG0013  HISTORY     - UNK      MONUMENTED       USE
 MG0013  HISTORY     - 1934     GOOD             NGS
 MG0013  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 MG0013  HISTORY     - 19970513 MARK NOT FOUND   USPSQD
 MG0013
 MG0013                          STATION DESCRIPTION
 MG0013
 MG0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0013'AT CORDOVA.
 MG0013'AT CORDOVA, ROCK ISLAND COUNTY, NEAR THE CHICAGO, MILWAUKEE,
 MG0013'ST. PAUL AND PACIFIC RAILROAD STATION, NEAR THE NORTHWEST
 MG0013'CORNER OF THE WILLIAM G. MARSHALL BRICK ELEVATOR, IN THE NORTH
 MG0013'FACE, IN THE THIRD STONE FROM THE TOP OF THE FOUNDATION, AND
 MG0013'UNDER A SHALLOW FILL.  THE CENTER OF A COPPER BOLT SET
 MG0013'HORIZONTALLY AND SURROUNDED BY THE LETTERS USPBM CUT IN THE
 MG0013'STONE.
 MG0013
 MG0013                          STATION RECOVERY (1996)
 MG0013
 MG0013'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0013'MARK NOT FOUND.
 MG0013
 MG0013                          STATION RECOVERY (1997)
 MG0013
 MG0013'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0916 ***********************************************************************
 JB0916  DESIGNATION -  511.2
 JB0916  PID         -  JB0916
 JB0916  STATE/COUNTY-  IL/FAYETTE
 JB0916  USGS QUAD   -  VANDALIA (1974)
 JB0916
 JB0916                         *CURRENT SURVEY CONTROL
 JB0916  ___________________________________________________________________
 JB0916* NAD 83(1986)-  38 58 42.     (N)    089 00 46.     (W)     SCALED    
 JB0916* NAVD 88     -       155.797  (meters)     511.14   (feet)  ADJUSTED  
 JB0916  ___________________________________________________________________
 JB0916  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JB0916  DYNAMIC HT  -         155.701 (meters)     510.83  (feet)  COMP
 JB0916  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 JB0916
 JB0916  VERT ORDER  -  SECOND    CLASS 0
 JB0916
 JB0916.The horizontal coordinates were scaled from a topographic map and have
 JB0916.an estimated accuracy of +/- 6 seconds.
 JB0916
 JB0916.The orthometric height was determined by differential leveling
 JB0916.and adjusted by the National Geodetic Survey in June 1991..
 JB0916
 JB0916.The geoid height was determined by GEOID03.
 JB0916
 JB0916.The dynamic height is computed by dividing the NAVD 88
 JB0916.geopotential number by the normal gravity value computed on the
 JB0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0916.degrees latitude (g = 980.6199 gals.).
 JB0916
 JB0916.The modeled gravity was interpolated from observed gravity values.
 JB0916
 JB0916;                    North         East    Units  Estimated Accuracy
 JB0916;SPC IL E     -   256,790.      241,130.      MT  (+/- 180 meters Scaled)
 JB0916
 JB0916                          SUPERSEDED SURVEY CONTROL
 JB0916
 JB0916  NGVD 29 (??/??/92)  155.945  (m)          511.63   (f) ADJ UNCH    2 0
 JB0916
 JB0916.Superseded values are not recommended for survey control.
 JB0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0916.See file dsdata.txt to determine how the superseded data were derived.
 JB0916
 JB0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ256162(NAD 83)
 JB0916_MARKER: Q = CHISELED SQUARE
 JB0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0916_SP_SET: CULVERT
 JB0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0916
 JB0916  HISTORY     - Date     Condition        Report By
 JB0916  HISTORY     - UNK      MONUMENTED       USGS
 JB0916  HISTORY     - 1935     GOOD             NGS
 JB0916
 JB0916                          STATION DESCRIPTION
 JB0916
 JB0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB0916'3.5 MI W FROM BROWNSTOWN.
 JB0916'3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JB0916'AT BROWNSTOWN, FAYETTE COUNTY, AT CULVERT NO. 167.49, ON THE
 JB0916'TOP OF THE SOUTH HEADWALL, AND 18 INCHES EAST OF THE WEST END
 JB0916'OF THE HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1345 ***********************************************************************
 JB1345  DESIGNATION -  515
 JB1345  PID         -  JB1345
 JB1345  STATE/COUNTY-  IL/ST CLAIR
 JB1345  USGS QUAD   -  LEBANON (1991)
 JB1345
 JB1345                         *CURRENT SURVEY CONTROL
 JB1345  ___________________________________________________________________
 JB1345* NAD 83(1986)-  38 36 14.     (N)    089 48 23.     (W)     SCALED    
 JB1345* NAVD 88     -       157.023  (meters)     515.17   (feet)  ADJUSTED  
 JB1345  ___________________________________________________________________
 JB1345  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1345  DYNAMIC HT  -         156.926 (meters)     514.85  (feet)  COMP
 JB1345  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 JB1345
 JB1345  VERT ORDER  -  FIRST     CLASS I
 JB1345
 JB1345.The horizontal coordinates were scaled from a topographic map and have
 JB1345.an estimated accuracy of +/- 6 seconds.
 JB1345
 JB1345.The orthometric height was determined by differential leveling
 JB1345.and adjusted by the National Geodetic Survey in June 1991..
 JB1345
 JB1345.The geoid height was determined by GEOID03.
 JB1345
 JB1345.The dynamic height is computed by dividing the NAVD 88
 JB1345.geopotential number by the normal gravity value computed on the
 JB1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1345.degrees latitude (g = 980.6199 gals.).
 JB1345
 JB1345.The modeled gravity was interpolated from observed gravity values.
 JB1345
 JB1345;                    North         East    Units  Estimated Accuracy
 JB1345;SPC IL W     -   215,060.      731,380.      MT  (+/- 180 meters Scaled)
 JB1345
 JB1345                          SUPERSEDED SURVEY CONTROL
 JB1345
 JB1345  NGVD 29 (??/??/92)  157.139  (m)          515.55   (f) ADJ UNCH    1 1
 JB1345
 JB1345.Superseded values are not recommended for survey control.
 JB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1345.See file dsdata.txt to determine how the superseded data were derived.
 JB1345
 JB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH556765(NAD 83)
 JB1345_MARKER: DB = BENCH MARK DISK
 JB1345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1345_SP_SET: MASSIVE STRUCTURE
 JB1345_STAMPING: TT STA NO 22 F 515 1928
 JB1345_MARK LOGO: USGS  
 JB1345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JB1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1345
 JB1345  HISTORY     - Date     Condition        Report By
 JB1345  HISTORY     - 1928     MONUMENTED       USGS
 JB1345  HISTORY     - 1969     GOOD             NGS
 JB1345  HISTORY     - 19960605 GOOD             NGS
 JB1345
 JB1345                          STATION DESCRIPTION
 JB1345
 JB1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1345'AT LEBANON.
 JB1345'AT LEBANON, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 50 (ST LOUIS
 JB1345'STREET) FROM THE POST OFFICE BUILDING, NEAR THE INTERSECTION OF
 JB1345'ST LOUIS AND MADISON STREET, AT THE SOUTHWEST CORNER OF A
 JB1345'1-FOOT-HIGH WALL AROUND THE ENTRANCE TO THE LEBANON TRUST AND
 JB1345'SAVINGS BANK, 15.2 FEET NORTH OF THE NORTH CURB OF THE HIGHWAY,
 JB1345'9 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BANK BUILDING,
 JB1345'1.9 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE
 JB1345'WALL AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SEC 19, T 2 N,
 JB1345'R 6 W.
 JB1345
 JB1345                          STATION RECOVERY (1996)
 JB1345
 JB1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 JB1345'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0300 ***********************************************************************
 LD0300  DESIGNATION -  515
 LD0300  PID         -  LD0300
 LD0300  STATE/COUNTY-  IL/FULTON
 LD0300  USGS QUAD   -  LEWISTOWN (1979)
 LD0300
 LD0300                         *CURRENT SURVEY CONTROL
 LD0300  ___________________________________________________________________
 LD0300* NAD 83(1986)-  40 26 46.     (N)    090 10 23.     (W)     SCALED    
 LD0300* NAVD 88     -       156.743  (meters)     514.25   (feet)  ADJUSTED  
 LD0300  ___________________________________________________________________
 LD0300  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0300  DYNAMIC HT  -         156.665 (meters)     513.99  (feet)  COMP
 LD0300  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 LD0300
 LD0300  VERT ORDER  -  SECOND    CLASS 0
 LD0300
 LD0300.The horizontal coordinates were scaled from a topographic map and have
 LD0300.an estimated accuracy of +/- 6 seconds.
 LD0300
 LD0300.The orthometric height was determined by differential leveling
 LD0300.and adjusted by the National Geodetic Survey in June 1991..
 LD0300
 LD0300.The geoid height was determined by GEOID03.
 LD0300
 LD0300.The dynamic height is computed by dividing the NAVD 88
 LD0300.geopotential number by the normal gravity value computed on the
 LD0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0300.degrees latitude (g = 980.6199 gals.).
 LD0300
 LD0300.The modeled gravity was interpolated from observed gravity values.
 LD0300
 LD0300;                    North         East    Units  Estimated Accuracy
 LD0300;SPC IL W     -   419,520.      699,460.      MT  (+/- 180 meters Scaled)
 LD0300
 LD0300                          SUPERSEDED SURVEY CONTROL
 LD0300
 LD0300  NGVD 29 (??/??/92)  156.830  (m)          514.53   (f) ADJ UNCH    2 0
 LD0300
 LD0300.Superseded values are not recommended for survey control.
 LD0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0300.See file dsdata.txt to determine how the superseded data were derived.
 LD0300
 LD0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE397811(NAD 83)
 LD0300_MARKER: R = RIVET
 LD0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0300_STAMPING: ILL 515 1909
 LD0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0300
 LD0300  HISTORY     - Date     Condition        Report By
 LD0300  HISTORY     - 1909     MONUMENTED       USGS
 LD0300  HISTORY     - 1935     GOOD             NGS
 LD0300
 LD0300                          STATION DESCRIPTION
 LD0300
 LD0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0300'5.2 MI S FROM CUBA.
 LD0300'5.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0300'FROM THE STATION AT CUBA, FULTON COUNTY, AT POLE 45+09, 15 FEET
 LD0300'EAST OF A POINT 27 FEET NORTH OF THE CENTER OF A PRIVATE-ROAD
 LD0300'CROSSING, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A UNITED
 LD0300'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 515 1909 AND
 LD0300'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING ABOUT 6
 LD0300'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0360 ***********************************************************************
 JB0360  DESIGNATION -  516 USGS
 JB0360  PID         -  JB0360
 JB0360  STATE/COUNTY-  IL/JEFFERSON
 JB0360  USGS QUAD   -  MOUNT VERNON (1978)
 JB0360
 JB0360                         *CURRENT SURVEY CONTROL
 JB0360  ___________________________________________________________________
 JB0360* NAD 83(1986)-  38 19 00.     (N)    088 54 10.     (W)     SCALED    
 JB0360* NAVD 88     -       156.999  (meters)     515.09   (feet)  ADJUSTED  
 JB0360  ___________________________________________________________________
 JB0360  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JB0360  DYNAMIC HT  -         156.898 (meters)     514.76  (feet)  COMP
 JB0360  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 JB0360
 JB0360  VERT ORDER  -  SECOND    CLASS 0
 JB0360
 JB0360.The horizontal coordinates were scaled from a topographic map and have
 JB0360.an estimated accuracy of +/- 6 seconds.
 JB0360
 JB0360.The orthometric height was determined by differential leveling
 JB0360.and adjusted by the National Geodetic Survey in June 1991..
 JB0360
 JB0360.The geoid height was determined by GEOID03.
 JB0360
 JB0360.The dynamic height is computed by dividing the NAVD 88
 JB0360.geopotential number by the normal gravity value computed on the
 JB0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0360.degrees latitude (g = 980.6199 gals.).
 JB0360
 JB0360.The modeled gravity was interpolated from observed gravity values.
 JB0360
 JB0360;                    North         East    Units  Estimated Accuracy
 JB0360;SPC IL E     -   183,280.      250,200.      MT  (+/- 180 meters Scaled)
 JB0360
 JB0360                          SUPERSEDED SURVEY CONTROL
 JB0360
 JB0360  NGVD 29 (??/??/92)  157.107  (m)          515.44   (f) ADJ UNCH    2 0
 JB0360
 JB0360.Superseded values are not recommended for survey control.
 JB0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0360.See file dsdata.txt to determine how the superseded data were derived.
 JB0360
 JB0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH336426(NAD 83)
 JB0360_MARKER: DD = SURVEY DISK
 JB0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0360_SP_SET: STEP
 JB0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0360
 JB0360  HISTORY     - Date     Condition        Report By
 JB0360  HISTORY     - UNK      MONUMENTED       USGS
 JB0360  HISTORY     - 1967     GOOD             NGS
 JB0360
 JB0360                          STATION DESCRIPTION
 JB0360
 JB0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JB0360'AT MT VERNON.
 JB0360'AT MT. VERNON, JEFFERSON COUNTY, AT THE FRONT ENTRANCE OF THE
 JB0360'OLD POST OFFICE, AND IN THE TOP OF THE WEST END OF THE TOP STEP.
 JB0360'THE BUILDING IS STILL STANDING AND IS IN GOOD CONDITION BUT IS
 JB0360'NOT USED FOR A POST OFFICE ANYMORE.  A UNITED STATES GEOLOGICAL
 JB0360'SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0217 ***********************************************************************
 MF0217  DESIGNATION -  519
 MF0217  PID         -  MF0217
 MF0217  STATE/COUNTY-  IL/GRUNDY
 MF0217  USGS QUAD   -  MORRIS (1993)
 MF0217
 MF0217                         *CURRENT SURVEY CONTROL
 MF0217  ___________________________________________________________________
 MF0217* NAD 83(1986)-  41 21 24.     (N)    088 25 22.     (W)     SCALED    
 MF0217* NAVD 88     -       158.063  (meters)     518.58   (feet)  ADJUSTED  
 MF0217  ___________________________________________________________________
 MF0217  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MF0217  DYNAMIC HT  -         158.002 (meters)     518.38  (feet)  COMP
 MF0217  MODELED GRAV-     980,235.2   (mgal)                       NAVD 88
 MF0217
 MF0217  VERT ORDER  -  SECOND    CLASS 0
 MF0217
 MF0217.The horizontal coordinates were scaled from a topographic map and have
 MF0217.an estimated accuracy of +/- 6 seconds.
 MF0217
 MF0217.The orthometric height was determined by differential leveling
 MF0217.and adjusted by the National Geodetic Survey in June 1991..
 MF0217
 MF0217.The geoid height was determined by GEOID03.
 MF0217
 MF0217.The dynamic height is computed by dividing the NAVD 88
 MF0217.geopotential number by the normal gravity value computed on the
 MF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0217.degrees latitude (g = 980.6199 gals.).
 MF0217
 MF0217.The modeled gravity was interpolated from observed gravity values.
 MF0217
 MF0217;                    North         East    Units  Estimated Accuracy
 MF0217;SPC IL E     -   520,660.      292,520.      MT  (+/- 180 meters Scaled)
 MF0217
 MF0217                          SUPERSEDED SURVEY CONTROL
 MF0217
 MF0217  NGVD 29 (??/??/92)  158.139  (m)          518.83   (f) ADJ UNCH    2 0
 MF0217
 MF0217.Superseded values are not recommended for survey control.
 MF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0217.See file dsdata.txt to determine how the superseded data were derived.
 MF0217
 MF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL809793(NAD 83)
 MF0217_MARKER: R = RIVET
 MF0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MF0217_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MF0217_STAMPING: 519
 MF0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0217+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 MF0217
 MF0217  HISTORY     - Date     Condition        Report By
 MF0217  HISTORY     - UNK      MONUMENTED       USGS
 MF0217  HISTORY     - 1939     GOOD             NGS
 MF0217  HISTORY     - 20050117 GOOD             GEOCAC
 MF0217  HISTORY     - 20060611 GOOD             GEOCAC
 MF0217
 MF0217                          STATION DESCRIPTION
 MF0217
 MF0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MF0217'AT MORRIS.
 MF0217'AT MORRIS, GRUNDY COUNTY, AT THE NORTHEAST CORNER OF THE COUNTY
 MF0217'COURTHOUSE, 48 FEET EAST AND 6 FEET SOUTH OF THE FRONT NORTH
 MF0217'ENTRANCE, 5 FEET WEST OF THE NORTHEAST CORNER, AND 1 FOOT NORTH
 MF0217'OF THE NORTH WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MF0217'BRONZE CAP, STAMPED 519 AND RIVETED ON THE END OF AN IRON PIPE
 MF0217'PROJECTING 1 FOOT ABOVE GROUND.
 MF0217
 MF0217                          STATION RECOVERY (2005)
 MF0217
 MF0217'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 MF0217'RECOVERED IN GOOD CONDITION.
 MF0217
 MF0217                          STATION RECOVERY (2006)
 MF0217
 MF0217'RECOVERY NOTE BY GEOCACHING 2006 (BDH)
 MF0217'HANDHELD COORDINATES N41 21 25.0 W088 25 22.7, SKY OBSTRUCTED BY
 MF0217'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0028 ***********************************************************************
 KC0028  DESIGNATION -  519.9
 KC0028  PID         -  KC0028
 KC0028  STATE/COUNTY-  IL/SCOTT
 KC0028  USGS QUAD   -  MEREDOSIA (1980)
 KC0028
 KC0028                         *CURRENT SURVEY CONTROL
 KC0028  ___________________________________________________________________
 KC0028* NAD 83(1986)-  39 45 03.     (N)    090 30 15.     (W)     SCALED    
 KC0028* NAVD 88     -       158.184  (meters)     518.98   (feet)  ADJUSTED  
 KC0028  ___________________________________________________________________
 KC0028  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KC0028  DYNAMIC HT  -         158.098 (meters)     518.69  (feet)  COMP
 KC0028  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 KC0028
 KC0028  VERT ORDER  -  FIRST     CLASS II
 KC0028
 KC0028.The horizontal coordinates were scaled from a topographic map and have
 KC0028.an estimated accuracy of +/- 6 seconds.
 KC0028
 KC0028.The orthometric height was determined by differential leveling
 KC0028.and adjusted by the National Geodetic Survey in June 1991..
 KC0028
 KC0028.The geoid height was determined by GEOID03.
 KC0028
 KC0028.The dynamic height is computed by dividing the NAVD 88
 KC0028.geopotential number by the normal gravity value computed on the
 KC0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0028.degrees latitude (g = 980.6199 gals.).
 KC0028
 KC0028.The modeled gravity was interpolated from observed gravity values.
 KC0028
 KC0028;                    North         East    Units  Estimated Accuracy
 KC0028;SPC IL W     -   342,380.      671,080.      MT  (+/- 180 meters Scaled)
 KC0028
 KC0028                          SUPERSEDED SURVEY CONTROL
 KC0028
 KC0028  NGVD 29 (??/??/92)  158.29   (m)          519.3    (f) COMPUTED    1 2
 KC0028
 KC0028.Superseded values are not recommended for survey control.
 KC0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0028.See file dsdata.txt to determine how the superseded data were derived.
 KC0028
 KC0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE138030(NAD 83)
 KC0028_MARKER: Q = CHISELED SQUARE
 KC0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0028_SP_SET: BRIDGE
 KC0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0028
 KC0028  HISTORY     - Date     Condition        Report By
 KC0028  HISTORY     - UNK      MONUMENTED       USGS
 KC0028  HISTORY     - 1933     GOOD             NGS
 KC0028
 KC0028                          STATION DESCRIPTION
 KC0028
 KC0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0028'1.4 MI W FROM NEELYS.
 KC0028'IN SCOTT COUNTY, 1.4 MILES WEST ALONG THE WABASH RAILROAD FROM
 KC0028'NEELYS, MORGAN COUNTY, AT THE EAST END OF BRIDGE 272, ON THE TOP
 KC0028'OF THE NORTHEAST CORNER OF THE BRIDGE, AND 8 FEET NORTH OF THE
 KC0028'TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0006 ***********************************************************************
 MG0006  DESIGNATION -  52
 MG0006  PID         -  MG0006
 MG0006  STATE/COUNTY-  IL/WHITESIDE
 MG0006  USGS QUAD   -  CLINTON (1991)
 MG0006
 MG0006                         *CURRENT SURVEY CONTROL
 MG0006  ___________________________________________________________________
 MG0006* NAD 83(1986)-  41 47 19.     (N)    090 13 17.     (W)     SCALED    
 MG0006* NAVD 88     -       181.482  (meters)     595.41   (feet)  ADJUSTED  
 MG0006  ___________________________________________________________________
 MG0006  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MG0006  DYNAMIC HT  -         181.414 (meters)     595.19  (feet)  COMP
 MG0006  MODELED GRAV-     980,244.7   (mgal)                       NAVD 88
 MG0006
 MG0006  VERT ORDER  -  SECOND    CLASS 0
 MG0006
 MG0006.The horizontal coordinates were scaled from a topographic map and have
 MG0006.an estimated accuracy of +/- 6 seconds.
 MG0006
 MG0006.The orthometric height was determined by differential leveling
 MG0006.and adjusted by the National Geodetic Survey in June 1991..
 MG0006
 MG0006.The geoid height was determined by GEOID03.
 MG0006
 MG0006.The dynamic height is computed by dividing the NAVD 88
 MG0006.geopotential number by the normal gravity value computed on the
 MG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0006.degrees latitude (g = 980.6199 gals.).
 MG0006
 MG0006.The modeled gravity was interpolated from observed gravity values.
 MG0006
 MG0006;                    North         East    Units  Estimated Accuracy
 MG0006;SPC IL W     -   568,610.      695,450.      MT  (+/- 180 meters Scaled)
 MG0006
 MG0006                          SUPERSEDED SURVEY CONTROL
 MG0006
 MG0006  NGVD 29 (??/??/92)  181.490  (m)          595.44   (f) ADJ UNCH    2 0
 MG0006
 MG0006.Superseded values are not recommended for survey control.
 MG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0006.See file dsdata.txt to determine how the superseded data were derived.
 MG0006
 MG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG308300(NAD 83)
 MG0006_MARKER: B = BOLT
 MG0006_SETTING: 66 = SET IN ROCK OUTCROP
 MG0006_SP_SET: STONE CUT
 MG0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MG0006+STABILITY: POSITION/ELEVATION WELL
 MG0006
 MG0006  HISTORY     - Date     Condition        Report By
 MG0006  HISTORY     - UNK      MONUMENTED       USE
 MG0006  HISTORY     - 1934     GOOD             NGS
 MG0006  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 MG0006  HISTORY     - 19980222 GOOD             USPSQD
 MG0006  HISTORY     - 19990507 MARK NOT FOUND   USPSQD
 MG0006  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 MG0006  HISTORY     - 20050324 MARK NOT FOUND   USPSQD
 MG0006
 MG0006                          STATION DESCRIPTION
 MG0006
 MG0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MG0006'AT ALBANY.
 MG0006'AT ALBANY, WHITESIDE COUNTY, 100 YARDS FROM MISSISSIPPI RIVER, ON
 MG0006'THE MAIN BUSINESS STREET, AT THE SOUTHWEST CORNER OF THE BRICK
 MG0006'STORE BUILDNG OF HARPER AND SON, AND IN THE WEST SIDE OF THE
 MG0006'STONE FOUNDATION.  THE CENTER OF A COPPER BOLT SET HORIZONTALLY
 MG0006'AND SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE.
 MG0006
 MG0006                          STATION RECOVERY (1977)
 MG0006
 MG0006'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 MG0006'MARK NOT FOUND.
 MG0006
 MG0006                          STATION RECOVERY (1998)
 MG0006
 MG0006'RECOVERY NOTE BY US POWER SQUADRON 1998
 MG0006'RECOVERED IN GOOD CONDITION.
 MG0006
 MG0006                          STATION RECOVERY (1999)
 MG0006
 MG0006'RECOVERY NOTE BY US POWER SQUADRON 1999
 MG0006'MARK NOT FOUND.
 MG0006
 MG0006                          STATION RECOVERY (2003)
 MG0006
 MG0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MG0006'MARK NOT FOUND.
 MG0006
 MG0006                          STATION RECOVERY (2005)
 MG0006
 MG0006'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MG0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0148 ***********************************************************************
 LC0148  DESIGNATION -  52 LES
 LC0148  PID         -  LC0148
 LC0148  STATE/COUNTY-  IL/CHAMPAIGN
 LC0148  USGS QUAD   -  URBANA (1975)
 LC0148
 LC0148                         *CURRENT SURVEY CONTROL
 LC0148  ___________________________________________________________________
 LC0148* NAD 83(1986)-  40 07 08.     (N)    088 13 43.     (W)     SCALED    
 LC0148* NAVD 88     -       224.901  (meters)     737.86   (feet)  ADJUSTED  
 LC0148  ___________________________________________________________________
 LC0148  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0148  DYNAMIC HT  -         224.787 (meters)     737.49  (feet)  COMP
 LC0148  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 LC0148
 LC0148  VERT ORDER  -  FIRST     CLASS II
 LC0148
 LC0148.The horizontal coordinates were scaled from a topographic map and have
 LC0148.an estimated accuracy of +/- 6 seconds.
 LC0148
 LC0148.The orthometric height was determined by differential leveling
 LC0148.and adjusted by the National Geodetic Survey in June 1991..
 LC0148
 LC0148.The geoid height was determined by GEOID03.
 LC0148
 LC0148.The dynamic height is computed by dividing the NAVD 88
 LC0148.geopotential number by the normal gravity value computed on the
 LC0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0148.degrees latitude (g = 980.6199 gals.).
 LC0148
 LC0148.The modeled gravity was interpolated from observed gravity values.
 LC0148
 LC0148;                    North         East    Units  Estimated Accuracy
 LC0148;SPC IL E     -   383,210.      308,930.      MT  (+/- 180 meters Scaled)
 LC0148
 LC0148                          SUPERSEDED SURVEY CONTROL
 LC0148
 LC0148  NGVD 29 (??/??/92)  224.939  (m)          737.99   (f) ADJ UNCH    1 2
 LC0148
 LC0148.Superseded values are not recommended for survey control.
 LC0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0148.See file dsdata.txt to determine how the superseded data were derived.
 LC0148
 LC0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK953416(NAD 83)
 LC0148_MARKER: DD = SURVEY DISK
 LC0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0148_STAMPING: 52 LES 738 1948
 LC0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0148+STABILITY: SURFACE MOTION
 LC0148
 LC0148  HISTORY     - Date     Condition        Report By
 LC0148  HISTORY     - 1948     MONUMENTED       USGS
 LC0148  HISTORY     - 1956     GOOD             NGS
 LC0148  HISTORY     - 1973     GOOD             NGS
 LC0148  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0148  HISTORY     - 20051205 MARK NOT FOUND   ILDT
 LC0148
 LC0148                          STATION DESCRIPTION
 LC0148
 LC0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LC0148'AT URBANA.
 LC0148'AT URBANA, ABOUT 0.5 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL
 LC0148'AND WABASH RAILROADS FROM THE CROSSING OF THE ILLINOIS CENTRAL
 LC0148'RAILROAD AT CHAMPAIGN, AT THE CROSSING OF WRIGHT STREET, 25 1/2
 LC0148'FEET SOUTH OF SOUTH RAIL OF N.Y.C. RR, 12 1/2 FEET NORTH OF NORTH
 LC0148'RAIL OF WABASH RR, 32 FEET EAST OF CENTER LINE OF WRIGHT STREET,
 LC0148'2 FEET EAST OF EAST EDGE OF A SIDE WALK, 2 FEET NORTH OF A CONCRETE
 LC0148'RAILROAD R/W MARKER POST, ABOUT LEVEL WITH TRACKS AND SET IN THE
 LC0148'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 LC0148
 LC0148                          STATION RECOVERY (1973)
 LC0148
 LC0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0148'RECOVERED IN GOOD CONDITION.
 LC0148
 LC0148                          STATION RECOVERY (1986)
 LC0148
 LC0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0148'MARK NOT FOUND.
 LC0148
 LC0148                          STATION RECOVERY (2005)
 LC0148
 LC0148'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1057 ***********************************************************************
 MF1057  DESIGNATION -  521.4
 MF1057  PID         -  MF1057
 MF1057  STATE/COUNTY-  IL/BUREAU
 MF1057  USGS QUAD   -  WYANET (1983)
 MF1057
 MF1057                         *CURRENT SURVEY CONTROL
 MF1057  ___________________________________________________________________
 MF1057* NAD 83(1986)-  41 18 10.     (N)    089 30 36.     (W)     SCALED    
 MF1057* NAVD 88     -       158.807  (meters)     521.02   (feet)  ADJUSTED  
 MF1057  ___________________________________________________________________
 MF1057  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF1057  DYNAMIC HT  -         158.742 (meters)     520.81  (feet)  COMP
 MF1057  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 MF1057
 MF1057  VERT ORDER  -  SECOND    CLASS 0
 MF1057
 MF1057.The horizontal coordinates were scaled from a topographic map and have
 MF1057.an estimated accuracy of +/- 6 seconds.
 MF1057
 MF1057.The orthometric height was determined by differential leveling
 MF1057.and adjusted by the National Geodetic Survey in June 1991..
 MF1057
 MF1057.The geoid height was determined by GEOID03.
 MF1057
 MF1057.The dynamic height is computed by dividing the NAVD 88
 MF1057.geopotential number by the normal gravity value computed on the
 MF1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1057.degrees latitude (g = 980.6199 gals.).
 MF1057
 MF1057.The modeled gravity was interpolated from observed gravity values.
 MF1057
 MF1057;                    North         East    Units  Estimated Accuracy
 MF1057;SPC IL W     -   514,860.      754,990.      MT  (+/- 180 meters Scaled)
 MF1057
 MF1057                          SUPERSEDED SURVEY CONTROL
 MF1057
 MF1057  NGVD 29 (??/??/92)  158.890  (m)          521.29   (f) ADJ UNCH    2 0
 MF1057
 MF1057.Superseded values are not recommended for survey control.
 MF1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1057.See file dsdata.txt to determine how the superseded data were derived.
 MF1057
 MF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL898754(NAD 83)
 MF1057_MARKER: Q = CHISELED SQUARE
 MF1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1057_SP_SET: CULVERT
 MF1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1057
 MF1057  HISTORY     - Date     Condition        Report By
 MF1057  HISTORY     - UNK      MONUMENTED       USGS
 MF1057  HISTORY     - 1934     GOOD             NGS
 MF1057
 MF1057                          STATION DESCRIPTION
 MF1057
 MF1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF1057'0.7 MI NW FROM TISKILWA.
 MF1057'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 89 FROM THE STATION AT
 MF1057'TISKILWA, BUREAU COUNTY, 0.3 MILE NORTH OF THE CROSSING OF THE
 MF1057'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, AT A CONCRETE CULVERT,
 MF1057'AND ON THE TOP OF THE SOUTH END OF THE WEST HEADWALL.  A CHISELED
 MF1057'SQUARE, MARKED TBM 521.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0185 ***********************************************************************
 MF0185  DESIGNATION -  523.2
 MF0185  PID         -  MF0185
 MF0185  STATE/COUNTY-  IL/WILL
 MF0185  USGS QUAD   -  CHANNAHON (1993)
 MF0185
 MF0185                         *CURRENT SURVEY CONTROL
 MF0185  ___________________________________________________________________
 MF0185* NAD 83(1986)-  41 26 05.     (N)    088 13 03.     (W)     SCALED    
 MF0185* NAVD 88     -       159.471  (meters)     523.20   (feet)  ADJUSTED  
 MF0185  ___________________________________________________________________
 MF0185  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0185  DYNAMIC HT  -         159.410 (meters)     523.00  (feet)  COMP
 MF0185  MODELED GRAV-     980,242.2   (mgal)                       NAVD 88
 MF0185
 MF0185  VERT ORDER  -  FIRST     CLASS II
 MF0185
 MF0185.The horizontal coordinates were scaled from a topographic map and have
 MF0185.an estimated accuracy of +/- 6 seconds.
 MF0185
 MF0185.The orthometric height was determined by differential leveling
 MF0185.and adjusted by the National Geodetic Survey in June 1991..
 MF0185
 MF0185.The geoid height was determined by GEOID03.
 MF0185
 MF0185.The dynamic height is computed by dividing the NAVD 88
 MF0185.geopotential number by the normal gravity value computed on the
 MF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0185.degrees latitude (g = 980.6199 gals.).
 MF0185
 MF0185.The modeled gravity was interpolated from observed gravity values.
 MF0185
 MF0185;                    North         East    Units  Estimated Accuracy
 MF0185;SPC IL E     -   529,330.      309,680.      MT  (+/- 180 meters Scaled)
 MF0185
 MF0185                          SUPERSEDED SURVEY CONTROL
 MF0185
 MF0185  NGVD 29 (??/??/92)  159.561  (m)          523.49   (f) ADJ UNCH    1 2
 MF0185
 MF0185.Superseded values are not recommended for survey control.
 MF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0185.See file dsdata.txt to determine how the superseded data were derived.
 MF0185
 MF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL982877(NAD 83)
 MF0185_MARKER: Q = CHISELED SQUARE
 MF0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0185+STABILITY: SURFACE MOTION
 MF0185
 MF0185  HISTORY     - Date     Condition        Report By
 MF0185  HISTORY     - UNK      MONUMENTED       USGS
 MF0185  HISTORY     - 1947     GOOD             NGS
 MF0185
 MF0185                          STATION DESCRIPTION
 MF0185
 MF0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0185'10 MI SW FROM JOLIET.
 MF0185'ABOUT 0.55 MILES SOUTH ALONG CHICAGO STREET FROM THE COURT HOUSE
 MF0185'AT JOLIET, THENCE ABOUT 9.4 MILES SOUTHWEST ALONG U.S. HIGHWAY
 MF0185'6, ABOUT 200 YARDS SOUTHWEST OF MOBILGAS SERVICE STATION, 223
 MF0185'FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING EAST, 62 FEET
 MF0185'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 MF0185'NORTHEAST OF A FENCE CORNER POST AND IN LINE WITH THE FENCE LINE,
 MF0185'A CHISELED SQUARE ON THE TOP OF A HIGHWAY RIGHT-OF-WAY MARKER
 MF0185'POST PROJECTING 16 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0855 ***********************************************************************
 JB0855  DESIGNATION -  526
 JB0855  PID         -  JB0855
 JB0855  STATE/COUNTY-  IL/MARION
 JB0855  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0855
 JB0855                         *CURRENT SURVEY CONTROL
 JB0855  ___________________________________________________________________
 JB0855* NAD 83(1986)-  38 36 59.     (N)    089 03 05.     (W)     SCALED    
 JB0855* NAVD 88     -       160.186  (meters)     525.54   (feet)  POSTED    
 JB0855  ___________________________________________________________________
 JB0855  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JB0855  DYNAMIC HT  -         160.090 (meters)     525.23  (feet)  COMP
 JB0855  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 JB0855
 JB0855  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JB0855
 JB0855.The horizontal coordinates were scaled from a topographic map and have
 JB0855.an estimated accuracy of +/- 6 seconds.
 JB0855
 JB0855.The orthometric height was determined by differential leveling
 JB0855.and adjusted by the National Geodetic Survey in 1992..
 JB0855.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JB0855.rate greater than 8.0 mm/km.
 JB0855
 JB0855.The geoid height was determined by GEOID03.
 JB0855
 JB0855.The dynamic height is computed by dividing the NAVD 88
 JB0855.geopotential number by the normal gravity value computed on the
 JB0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0855.degrees latitude (g = 980.6199 gals.).
 JB0855
 JB0855.The modeled gravity was interpolated from observed gravity values.
 JB0855
 JB0855;                    North         East    Units  Estimated Accuracy
 JB0855;SPC IL E     -   216,640.      237,460.      MT  (+/- 180 meters Scaled)
 JB0855
 JB0855                          SUPERSEDED SURVEY CONTROL
 JB0855
 JB0855  NGVD 29 (??/??/92)  160.320  (m)          525.98   (f) ADJ UNCH    1 2
 JB0855
 JB0855.Superseded values are not recommended for survey control.
 JB0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0855.See file dsdata.txt to determine how the superseded data were derived.
 JB0855
 JB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH214762(NAD 83)
 JB0855_MARKER: P = PIPE CAP
 JB0855_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0855_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0855_STAMPING: ILL 526 1912
 JB0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0855
 JB0855  HISTORY     - Date     Condition        Report By
 JB0855  HISTORY     - 1912     MONUMENTED       USGS
 JB0855  HISTORY     - 1949     GOOD             NGS
 JB0855  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0855
 JB0855                          STATION DESCRIPTION
 JB0855
 JB0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0855'AT ODIN.
 JB0855'AT ODIN, AT THE INTERSECTION OF MAIN AND PERKIN STREETS, 193 FEET
 JB0855'EAST AND ACROSS PERKIN STREET FROM THE BALTIMORE AND OHIO RAILROAD
 JB0855'STATION, 99 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE ILLINOIS
 JB0855'CENTRAL RAILROAD TRACK, 40 FEET NORTH OF THE CENTER OF THE
 JB0855'INTERSECTION OF THE TWO STREETS, 33.7 FEET NORTHEAST OF THE CENTER
 JB0855'LINE OF PERKIN STREET, 22.5 FEET NORTHWEST OF THE CENTER LINE OF
 JB0855'MAIN STREET, 7.8 FEET SOUTHEAST OF THE EAST END OF THE NORTHEAST
 JB0855'HEADWALL OF A 6 FOOT ARCH CULVERT, 2.5 FEET NORTHEAST OF THE
 JB0855'NORTHEAST EDGE OF THE SIDEWALK, AT TELEPHONE POLE 273/20, 3.5
 JB0855'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 JB0855'THE LEVEL OF THE SIDEWALK AND THE 3 1/2 INCH IRON PIPE PROJECTS
 JB0855'3 INCHES.
 JB0855
 JB0855                          STATION RECOVERY (1986)
 JB0855
 JB0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1189 ***********************************************************************
 LC1189  DESIGNATION -  529 USGS
 LC1189  PID         -  LC1189
 LC1189  STATE/COUNTY-  IL/MENARD
 LC1189  USGS QUAD   -  PETERSBURG (1971)
 LC1189
 LC1189                         *CURRENT SURVEY CONTROL
 LC1189  ___________________________________________________________________
 LC1189* NAD 83(1986)-  40 00 39.     (N)    089 50 55.     (W)     SCALED    
 LC1189* NAVD 88     -       159.470  (meters)     523.19   (feet)  ADJUSTED  
 LC1189  ___________________________________________________________________
 LC1189  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LC1189  DYNAMIC HT  -         159.388 (meters)     522.93  (feet)  COMP
 LC1189  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 LC1189
 LC1189  VERT ORDER  -  SECOND    CLASS 0
 LC1189
 LC1189.The horizontal coordinates were scaled from a topographic map and have
 LC1189.an estimated accuracy of +/- 6 seconds.
 LC1189
 LC1189.The orthometric height was determined by differential leveling
 LC1189.and adjusted by the National Geodetic Survey in June 1991..
 LC1189
 LC1189.The geoid height was determined by GEOID03.
 LC1189
 LC1189.The dynamic height is computed by dividing the NAVD 88
 LC1189.geopotential number by the normal gravity value computed on the
 LC1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1189.degrees latitude (g = 980.6199 gals.).
 LC1189
 LC1189.The modeled gravity was interpolated from observed gravity values.
 LC1189
 LC1189;                    North         East    Units  Estimated Accuracy
 LC1189;SPC IL W     -   371,240.      727,150.      MT  (+/- 180 meters Scaled)
 LC1189
 LC1189                          SUPERSEDED SURVEY CONTROL
 LC1189
 LC1189  NGVD 29 (??/??/92)  159.571  (m)          523.53   (f) ADJ UNCH    2 0
 LC1189
 LC1189.Superseded values are not recommended for survey control.
 LC1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1189.See file dsdata.txt to determine how the superseded data were derived.
 LC1189
 LC1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK568328(NAD 83)
 LC1189_MARKER: DD = SURVEY DISK
 LC1189_SETTING: 0 = UNSPECIFIED SETTING
 LC1189_STAMPING: 524 ADJ 1905
 LC1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1189
 LC1189  HISTORY     - Date     Condition        Report By
 LC1189  HISTORY     - 1905     MONUMENTED       USGS
 LC1189  HISTORY     - 1934     GOOD             NGS
 LC1189
 LC1189                          STATION DESCRIPTION
 LC1189
 LC1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LC1189'AT PETERSBURG.
 LC1189'AT PETERSBURG, MENARD COUNTY, IN THE NORTH GRANITE WALL OF THE
 LC1189'COUNTY COURTHOUSE, 8 INCHES EAST OF THE NORTH ENTRANCE AND 4 FEET
 LC1189'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LC1189'STAMPED 524 ADJ 1905 AND SET VERTICALLY.  NOTE-- THIS MARK WAS
 LC1189'ORIGINALLY PUBLISHED AS 529.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0067 ***********************************************************************
 MF0067  DESIGNATION -  535.2
 MF0067  PID         -  MF0067
 MF0067  STATE/COUNTY-  IL/WILL
 MF0067  USGS QUAD   -  JOLIET (1993)
 MF0067
 MF0067                         *CURRENT SURVEY CONTROL
 MF0067  ___________________________________________________________________
 MF0067* NAD 83(1986)-  41 30 14.     (N)    088 06 19.     (W)     SCALED    
 MF0067* NAVD 88     -       163.113  (meters)     535.15   (feet)  ADJUSTED  
 MF0067  ___________________________________________________________________
 MF0067  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF0067  DYNAMIC HT  -         163.050 (meters)     534.94  (feet)  COMP
 MF0067  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 MF0067
 MF0067  VERT ORDER  -  FIRST     CLASS II
 MF0067
 MF0067.The horizontal coordinates were scaled from a topographic map and have
 MF0067.an estimated accuracy of +/- 6 seconds.
 MF0067
 MF0067.The orthometric height was determined by differential leveling
 MF0067.and adjusted by the National Geodetic Survey in June 1991..
 MF0067
 MF0067.The geoid height was determined by GEOID03.
 MF0067
 MF0067.The dynamic height is computed by dividing the NAVD 88
 MF0067.geopotential number by the normal gravity value computed on the
 MF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0067.degrees latitude (g = 980.6199 gals.).
 MF0067
 MF0067.The modeled gravity was interpolated from observed gravity values.
 MF0067
 MF0067;                    North         East    Units  Estimated Accuracy
 MF0067;SPC IL E     -   537,030.      319,040.      MT  (+/- 180 meters Scaled)
 MF0067
 MF0067                          SUPERSEDED SURVEY CONTROL
 MF0067
 MF0067  NGVD 29 (??/??/92)  163.205  (m)          535.45   (f) ADJ UNCH    1 2
 MF0067
 MF0067.Superseded values are not recommended for survey control.
 MF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0067.See file dsdata.txt to determine how the superseded data were derived.
 MF0067
 MF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL077952(NAD 83)
 MF0067_MARKER: Q = CHISELED SQUARE
 MF0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0067_SP_SET: BRIDGE
 MF0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0067
 MF0067  HISTORY     - Date     Condition        Report By
 MF0067  HISTORY     - UNK      MONUMENTED       USGS
 MF0067  HISTORY     - 1947     GOOD             NGS
 MF0067
 MF0067                          STATION DESCRIPTION
 MF0067
 MF0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0067'2.2 MI SW FROM JOLIET.
 MF0067'ABOUT 0.55 MILES SOUTH ALONG CHICAGO STREET FROM THE COURT HOUSE
 MF0067'AT JOLIET, THENCE ABOUT 1.65 MILES SOUTHWEST ALONG U.S. HIGHWAY
 MF0067'6, ABOUT 0.5 MILE SOUTHWEST OF THE JOLIET CITY LIMIT SIGN, A
 MF0067'CHISELED SQUARE ON THE TOP OF THE SOUTHWEST WING WALL OF THE
 MF0067'BRANDON BRIDGE OVER THE ILLINOIS AND MICHIGAN CANAL, 24 FEET
 MF0067'WEST OF THE CENTER LINE OF THE HIGHWAY, 2.7 FEET SOUTHWEST OF
 MF0067'THE SOUTH END OF THE WEST CONCRETE BRIDGE RAILING, 0.3 FOOT
 MF0067'SOUTHEAST OF THE NORTHWEST FACE OF THE WING WALL AND ABOUT LEVEL
 MF0067'WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1255 ***********************************************************************
 JB1255  DESIGNATION -  538
 JB1255  PID         -  JB1255
 JB1255  STATE/COUNTY-  IL/RANDOLPH
 JB1255  USGS QUAD   -  STEELEVILLE (1982)
 JB1255
 JB1255                         *CURRENT SURVEY CONTROL
 JB1255  ___________________________________________________________________
 JB1255* NAD 83(1986)-  38 07 21.     (N)    089 42 17.     (W)     SCALED    
 JB1255* NAVD 88     -       163.701  (meters)     537.08   (feet)  ADJUSTED  
 JB1255  ___________________________________________________________________
 JB1255  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JB1255  DYNAMIC HT  -         163.592 (meters)     536.72  (feet)  COMP
 JB1255  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 JB1255
 JB1255  VERT ORDER  -  SECOND    CLASS 0
 JB1255
 JB1255.The horizontal coordinates were scaled from a topographic map and have
 JB1255.an estimated accuracy of +/- 6 seconds.
 JB1255
 JB1255.The orthometric height was determined by differential leveling
 JB1255.and adjusted by the National Geodetic Survey in June 1991..
 JB1255
 JB1255.The geoid height was determined by GEOID03.
 JB1255
 JB1255.The dynamic height is computed by dividing the NAVD 88
 JB1255.geopotential number by the normal gravity value computed on the
 JB1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1255.degrees latitude (g = 980.6199 gals.).
 JB1255
 JB1255.The modeled gravity was interpolated from observed gravity values.
 JB1255
 JB1255;                    North         East    Units  Estimated Accuracy
 JB1255;SPC IL W     -   161,670.      740,500.      MT  (+/- 180 meters Scaled)
 JB1255
 JB1255                          SUPERSEDED SURVEY CONTROL
 JB1255
 JB1255  NGVD 29 (??/??/92)  163.808  (m)          537.43   (f) ADJ UNCH    2 0
 JB1255
 JB1255.Superseded values are not recommended for survey control.
 JB1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1255.See file dsdata.txt to determine how the superseded data were derived.
 JB1255
 JB1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH629228(NAD 83)
 JB1255_MARKER: P = PIPE CAP
 JB1255_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB1255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB1255_STAMPING: 538 1914
 JB1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1255
 JB1255  HISTORY     - Date     Condition        Report By
 JB1255  HISTORY     - 1914     MONUMENTED       USGS
 JB1255  HISTORY     - 1935     GOOD             NGS
 JB1255
 JB1255                          STATION DESCRIPTION
 JB1255
 JB1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB1255'AT SPARTA.
 JB1255'AT SPARTA, RANDOLPH COUNTY, AT THE NORTHWEST CORNER OF THE
 JB1255'INTERSECTION OF SOUTH JAMES AND WEST BROAD STREETS, AT THE UNITED
 JB1255'PRESBYTERIAN CHURCH, 2 FEET WEST OF THE SIDEWALK ON SOUTH JAMES
 JB1255'STREET, AND AT THE CORNER OF THE CHURCH YARD.  A UNITED STATES
 JB1255'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 538 1914 AND RIVETED
 JB1255'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9264 ***********************************************************************
 AF9264  CBN         -  This is a Cooperative Base Network Control Station.
 AF9264  DESIGNATION -  5405
 AF9264  PID         -  AF9264
 AF9264  STATE/COUNTY-  IL/FULTON
 AF9264  USGS QUAD   -  IPAVA (1979)
 AF9264
 AF9264                         *CURRENT SURVEY CONTROL
 AF9264  ___________________________________________________________________
 AF9264* NAD 83(1997)-  40 15 34.98183(N)    090 16 48.12400(W)     ADJUSTED  
 AF9264* NAVD 88     -       191.0    (meters)     627.     (feet)  GPS OBS   
 AF9264  ___________________________________________________________________
 AF9264  X           -     -23,822.872 (meters)                     COMP
 AF9264  Y           -  -4,874,183.012 (meters)                     COMP
 AF9264  Z           -   4,100,136.914 (meters)                     COMP
 AF9264  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AF9264  ELLIP HEIGHT-         157.91  (meters)          (10/15/04) GPS OBS
 AF9264  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AF9264
 AF9264  HORZ ORDER  -  B
 AF9264  ELLP ORDER  -  FOURTH    CLASS II
 AF9264
 AF9264.The horizontal coordinates were established by GPS observations
 AF9264.and adjusted by the National Geodetic Survey in July 1998..
 AF9264
 AF9264.The orthometric height was determined by GPS observations and a
 AF9264.high-resolution geoid model.
 AF9264
 AF9264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9264
 AF9264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9264
 AF9264.The ellipsoidal height was determined by GPS observations
 AF9264.and is referenced to NAD 83.
 AF9264
 AF9264.The geoid height was determined by GEOID03.
 AF9264
 AF9264;                    North         East     Units Scale Factor Converg.
 AF9264;SPC IL W     -   398,830.516   690,356.431   MT  0.99994232   -0 04 23.8
 AF9264;SPC IL W     - 1,308,496.45  2,264,944.39   sFT  0.99994232   -0 04 23.8
 AF9264;UTM  15      - 4,460,133.554   731,307.915   MT  1.00025867   +1 45 30.8
 AF9264
 AF9264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9264!SPC IL W     -   0.99997523  x   0.99994232  =   0.99991755
 AF9264!UTM  15      -   0.99997523  x   1.00025867  =   1.00023389
 AF9264
 AF9264                          SUPERSEDED SURVEY CONTROL
 AF9264
 AF9264  ELLIP H (07/17/98)  157.94   (m)                       GP(       ) 4 1
 AF9264
 AF9264.Superseded values are not recommended for survey control.
 AF9264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9264.See file dsdata.txt to determine how the superseded data were derived.
 AF9264
 AF9264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE3130860134(NAD 83)
 AF9264_MARKER: I = METAL ROD
 AF9264_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9264_STAMPING: 5405
 AF9264_MARK LOGO: ILDT  
 AF9264_PROJECTION: FLUSH
 AF9264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9264+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF9264_ROD/PIPE-DEPTH: 3.7  meters
 AF9264_SLEEVE-DEPTH  : 1.0 meters
 AF9264
 AF9264  HISTORY     - Date     Condition        Report By
 AF9264  HISTORY     - 1995     MONUMENTED       ASCPC
 AF9264
 AF9264                          STATION DESCRIPTION
 AF9264
 AF9264'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AF9264'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHEAST OF ASTORIA AND
 AF9264'0.5 MI (0.8 KM) SOUTH OF THE CENTER OF SUMMUM.  TO REACH FROM THE
 AF9264'INTERSECTION OF U.S. HIGHWAY 24 AND SUMMUM ROAD ON THE SOUTH SIDE OF
 AF9264'SUMMUM, GO SOUTH ON HIGHWAY 24 FOR 0.4 MI (0.6 KM) TO A T-ROAD LEFT
 AF9264'AND THE STATION IN THE SOUTHWEST ANGLE.  IT IS 15.1 M (49.5 FT)
 AF9264'SOUTHEAST OF THE CENTER OF HIGHWAY 24, 42.9 M (140.7 FT) SOUTHWEST OF
 AF9264'THE CENTER OF ASPHALT T-ROAD TO THE SOUTHEAST, 17.5 M (57.4 FT) WEST
 AF9264'OF A POWER POLE, AND 3.6 M (11.8 FT) NORTHEAST OF A CONCRETE
 AF9264'RIGHT-OF-WAY MARKER.  NOTE--ACCESS TO THE STATION POINT IS THROUGH A
 AF9264'6-INCH ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0488 ***********************************************************************
 LD0488  DESIGNATION -  542.5
 LD0488  PID         -  LD0488
 LD0488  STATE/COUNTY-  IL/HANCOCK
 LD0488  USGS QUAD   -  COLUSA (1964)
 LD0488
 LD0488                         *CURRENT SURVEY CONTROL
 LD0488  ___________________________________________________________________
 LD0488* NAD 83(1986)-  40 37 25.     (N)    091 14 29.     (W)     SCALED    
 LD0488* NAVD 88     -       165.293  (meters)     542.30   (feet)  ADJUSTED  
 LD0488  ___________________________________________________________________
 LD0488  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0488  DYNAMIC HT  -         165.213 (meters)     542.04  (feet)  COMP
 LD0488  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 LD0488
 LD0488  VERT ORDER  -  SECOND    CLASS 0
 LD0488
 LD0488.The horizontal coordinates were scaled from a topographic map and have
 LD0488.an estimated accuracy of +/- 6 seconds.
 LD0488
 LD0488.The orthometric height was determined by differential leveling
 LD0488.and adjusted by the National Geodetic Survey in June 1991..
 LD0488
 LD0488.The geoid height was determined by GEOID03.
 LD0488
 LD0488.The dynamic height is computed by dividing the NAVD 88
 LD0488.geopotential number by the normal gravity value computed on the
 LD0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0488.degrees latitude (g = 980.6199 gals.).
 LD0488
 LD0488.The modeled gravity was interpolated from observed gravity values.
 LD0488
 LD0488;                    North         East    Units  Estimated Accuracy
 LD0488;SPC IL W     -   439,790.      609,070.      MT  (+/- 180 meters Scaled)
 LD0488
 LD0488                          SUPERSEDED SURVEY CONTROL
 LD0488
 LD0488  NGVD 29 (??/??/92)  165.339  (m)          542.45   (f) ADJ UNCH    2 0
 LD0488
 LD0488.Superseded values are not recommended for survey control.
 LD0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0488.See file dsdata.txt to determine how the superseded data were derived.
 LD0488
 LD0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE487984(NAD 83)
 LD0488_MARKER: Q = CHISELED SQUARE
 LD0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0488_SP_SET: CULVERT
 LD0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0488
 LD0488  HISTORY     - Date     Condition        Report By
 LD0488  HISTORY     - UNK      MONUMENTED       CGS
 LD0488
 LD0488                          STATION DESCRIPTION
 LD0488
 LD0488'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 LD0488'2.5 MI E FROM EAST FORT MADISON.
 LD0488'2.5 MILES EAST ALONG STATE HIGHWAY 9 FROM EAST FORT MADISON,
 LD0488'HANCOCK COUNTY, 0.2 MILE SOUTH AND 0.4 MILE EAST OF THE NORTHWEST
 LD0488'CORNER OF SEC. 7, T 7 N, R 7 W, 130 FEET EAST OF A FARMHOUSE AT
 LD0488'THE SOUTH SIDE OF THE HIGHWAY, AND ON THE TOP OF THE WEST END OF
 LD0488'THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.  A
 LD0488'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0610 ***********************************************************************
 JB0610  DESIGNATION -  545
 JB0610  PID         -  JB0610
 JB0610  STATE/COUNTY-  IL/MARION
 JB0610  USGS QUAD   -  SALEM NORTH (1978)
 JB0610
 JB0610                         *CURRENT SURVEY CONTROL
 JB0610  ___________________________________________________________________
 JB0610* NAD 83(1986)-  38 37 38.     (N)    088 56 41.     (W)     SCALED    
 JB0610* NAVD 88     -       165.676  (meters)     543.56   (feet)  ADJUSTED  
 JB0610  ___________________________________________________________________
 JB0610  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JB0610  DYNAMIC HT  -         165.570 (meters)     543.21  (feet)  COMP
 JB0610  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 JB0610
 JB0610  VERT ORDER  -  FIRST     CLASS II
 JB0610
 JB0610.The horizontal coordinates were scaled from a topographic map and have
 JB0610.an estimated accuracy of +/- 6 seconds.
 JB0610
 JB0610.The orthometric height was determined by differential leveling
 JB0610.and adjusted by the National Geodetic Survey in June 1991..
 JB0610
 JB0610.The geoid height was determined by GEOID03.
 JB0610
 JB0610.The dynamic height is computed by dividing the NAVD 88
 JB0610.geopotential number by the normal gravity value computed on the
 JB0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0610.degrees latitude (g = 980.6199 gals.).
 JB0610
 JB0610.The modeled gravity was interpolated from observed gravity values.
 JB0610
 JB0610;                    North         East    Units  Estimated Accuracy
 JB0610;SPC IL E     -   217,770.      246,760.      MT  (+/- 180 meters Scaled)
 JB0610
 JB0610                          SUPERSEDED SURVEY CONTROL
 JB0610
 JB0610  NGVD 29 (??/??/92)  165.78   (m)          543.9    (f) COMPUTED    1 2
 JB0610
 JB0610.Superseded values are not recommended for survey control.
 JB0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0610.See file dsdata.txt to determine how the superseded data were derived.
 JB0610
 JB0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH307772(NAD 83)
 JB0610_MARKER: DB = BENCH MARK DISK
 JB0610_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JB0610+WITH SETTING: PAVEMENT
 JB0610_SP_SET: STONE STEP RAILING
 JB0610_STAMPING: 545 1921
 JB0610_MARK LOGO: USGS  
 JB0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0610+STABILITY: SURFACE MOTION
 JB0610
 JB0610  HISTORY     - Date     Condition        Report By
 JB0610  HISTORY     - 1921     MONUMENTED       USGS
 JB0610  HISTORY     - 1949     GOOD             NGS
 JB0610  HISTORY     - 1986     GOOD             NGS
 JB0610
 JB0610                          STATION DESCRIPTION
 JB0610
 JB0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0610'AT SALEM.
 JB0610'AT SALEM, SET IN THE TOP OF THE SOUTH STEP OF THE STONE RAILING
 JB0610'AT THE MAIN ENTRANCE TO THE COURT HOUSE, 4.5 FEET SOUTH OF THE
 JB0610'CENTER LINE OF THE EAST MAIN ENTRANCE AND ABOUT 2 FEET ABOVE THE
 JB0610'LEVEL OF THE SIDEWALK.
 JB0610
 JB0610                          STATION RECOVERY (1986)
 JB0610
 JB0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0313 ***********************************************************************
 KC0313  DESIGNATION -  546
 KC0313  PID         -  KC0313
 KC0313  STATE/COUNTY-  IL/PIKE
 KC0313  USGS QUAD   -  BARRY (1978)
 KC0313
 KC0313                         *CURRENT SURVEY CONTROL
 KC0313  ___________________________________________________________________
 KC0313* NAD 83(1986)-  39 42 48.     (N)    091 05 12.     (W)     SCALED    
 KC0313* NAVD 88     -       166.181  (meters)     545.21   (feet)  ADJUSTED  
 KC0313  ___________________________________________________________________
 KC0313  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0313  DYNAMIC HT  -         166.089 (meters)     544.91  (feet)  COMP
 KC0313  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 KC0313
 KC0313  VERT ORDER  -  SECOND    CLASS 0
 KC0313
 KC0313.The horizontal coordinates were scaled from a topographic map and have
 KC0313.an estimated accuracy of +/- 6 seconds.
 KC0313
 KC0313.The orthometric height was determined by differential leveling
 KC0313.and adjusted by the National Geodetic Survey in June 1991..
 KC0313
 KC0313.The geoid height was determined by GEOID03.
 KC0313
 KC0313.The dynamic height is computed by dividing the NAVD 88
 KC0313.geopotential number by the normal gravity value computed on the
 KC0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0313.degrees latitude (g = 980.6199 gals.).
 KC0313
 KC0313.The modeled gravity was interpolated from observed gravity values.
 KC0313
 KC0313;                    North         East    Units  Estimated Accuracy
 KC0313;SPC IL W     -   338,570.      621,110.      MT  (+/- 180 meters Scaled)
 KC0313
 KC0313                          SUPERSEDED SURVEY CONTROL
 KC0313
 KC0313  NGVD 29 (??/??/92)  166.261  (m)          545.47   (f) ADJ UNCH    2 0
 KC0313
 KC0313.Superseded values are not recommended for survey control.
 KC0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0313.See file dsdata.txt to determine how the superseded data were derived.
 KC0313
 KC0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD640976(NAD 83)
 KC0313_MARKER: R = RIVET
 KC0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0313_STAMPING: ILL 546
 KC0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0313
 KC0313  HISTORY     - Date     Condition        Report By
 KC0313  HISTORY     - UNK      MONUMENTED       USGS
 KC0313  HISTORY     - 1935     GOOD             NGS
 KC0313
 KC0313                          STATION DESCRIPTION
 KC0313
 KC0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0313'2.6 MI W FROM BARRY.
 KC0313'2.6 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0313'BARRY, PIKE COUNTY, 60 FEET EAST OF THE CENTER OF A GRADE
 KC0313'CROSSING, AND 120 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 KC0313'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 546 AND
 KC0313'RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1251 ***********************************************************************
 JB1251  DESIGNATION -  548
 JB1251  PID         -  JB1251
 JB1251  STATE/COUNTY-  IL/RANDOLPH
 JB1251  USGS QUAD   -  WALSH (1982)
 JB1251
 JB1251                         *CURRENT SURVEY CONTROL
 JB1251  ___________________________________________________________________
 JB1251* NAD 83(1986)-  38 05 27.     (N)    089 46 42.     (W)     SCALED    
 JB1251* NAVD 88     -       166.837  (meters)     547.36   (feet)  ADJUSTED  
 JB1251  ___________________________________________________________________
 JB1251  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 JB1251  DYNAMIC HT  -         166.724 (meters)     546.99  (feet)  COMP
 JB1251  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 JB1251
 JB1251  VERT ORDER  -  SECOND    CLASS 0
 JB1251
 JB1251.The horizontal coordinates were scaled from a topographic map and have
 JB1251.an estimated accuracy of +/- 6 seconds.
 JB1251
 JB1251.The orthometric height was determined by differential leveling
 JB1251.and adjusted by the National Geodetic Survey in June 1991..
 JB1251
 JB1251.The geoid height was determined by GEOID03.
 JB1251
 JB1251.The dynamic height is computed by dividing the NAVD 88
 JB1251.geopotential number by the normal gravity value computed on the
 JB1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1251.degrees latitude (g = 980.6199 gals.).
 JB1251
 JB1251.The modeled gravity was interpolated from observed gravity values.
 JB1251
 JB1251;                    North         East    Units  Estimated Accuracy
 JB1251;SPC IL W     -   158,120.      734,060.      MT  (+/- 180 meters Scaled)
 JB1251
 JB1251                          SUPERSEDED SURVEY CONTROL
 JB1251
 JB1251  NGVD 29 (??/??/92)  166.941  (m)          547.71   (f) ADJ UNCH    2 0
 JB1251
 JB1251.Superseded values are not recommended for survey control.
 JB1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1251.See file dsdata.txt to determine how the superseded data were derived.
 JB1251
 JB1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH563195(NAD 83)
 JB1251_MARKER: P = PIPE CAP
 JB1251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB1251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB1251_STAMPING: 548 1908
 JB1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1251
 JB1251  HISTORY     - Date     Condition        Report By
 JB1251  HISTORY     - 1908     MONUMENTED       USGS
 JB1251  HISTORY     - 1935     GOOD             NGS
 JB1251
 JB1251                          STATION DESCRIPTION
 JB1251
 JB1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB1251'AT SCHULINE.
 JB1251'AT SCHULINE, RANDOLPH COUNTY, ON THE MISSOURI-ILLINOIS RAILROAD,
 JB1251'ABOUT 540 FEET WEST OF THE STATION, AT THE NORTHWEST CORNER OF
 JB1251'SECTION 21, T 5 S, AT THE SOUTHEAST CORNER OF A ROAD CROSSING,
 JB1251'43 FEET NORTH OF THE ENTRANCE TO A LARGE HOUSE, AND AT A FENCE.  A
 JB1251'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 548 1908 AND
 JB1251'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0154 ***********************************************************************
 MF0154  DESIGNATION -  549
 MF0154  PID         -  MF0154
 MF0154  STATE/COUNTY-  IL/GRUNDY
 MF0154  USGS QUAD   -  LISBON (1993)
 MF0154
 MF0154                         *CURRENT SURVEY CONTROL
 MF0154  ___________________________________________________________________
 MF0154* NAD 83(1986)-  41 23 46.     (N)    088 24 11.     (W)     SCALED    
 MF0154* NAVD 88     -       167.123  (meters)     548.30   (feet)  ADJUSTED  
 MF0154  ___________________________________________________________________
 MF0154  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0154  DYNAMIC HT  -         167.059 (meters)     548.09  (feet)  COMP
 MF0154  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 MF0154
 MF0154  VERT ORDER  -  FIRST     CLASS II
 MF0154
 MF0154.The horizontal coordinates were scaled from a topographic map and have
 MF0154.an estimated accuracy of +/- 6 seconds.
 MF0154
 MF0154.The orthometric height was determined by differential leveling
 MF0154.and adjusted by the National Geodetic Survey in June 1991..
 MF0154
 MF0154.The geoid height was determined by GEOID03.
 MF0154
 MF0154.The dynamic height is computed by dividing the NAVD 88
 MF0154.geopotential number by the normal gravity value computed on the
 MF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0154.degrees latitude (g = 980.6199 gals.).
 MF0154
 MF0154.The modeled gravity was interpolated from observed gravity values.
 MF0154
 MF0154;                    North         East    Units  Estimated Accuracy
 MF0154;SPC IL E     -   525,030.      294,170.      MT  (+/- 180 meters Scaled)
 MF0154
 MF0154                          SUPERSEDED SURVEY CONTROL
 MF0154
 MF0154  NGVD 29 (??/??/92)  167.200  (m)          548.56   (f) ADJ UNCH    1 2
 MF0154
 MF0154.Superseded values are not recommended for survey control.
 MF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0154.See file dsdata.txt to determine how the superseded data were derived.
 MF0154
 MF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL827836(NAD 83)
 MF0154_MARKER: P = PIPE CAP
 MF0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0154_STAMPING: ILL 549
 MF0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0154+STABILITY: SURFACE MOTION
 MF0154
 MF0154  HISTORY     - Date     Condition        Report By
 MF0154  HISTORY     - UNK      MONUMENTED       USGS
 MF0154  HISTORY     - 1947     GOOD             NGS
 MF0154
 MF0154                          STATION DESCRIPTION
 MF0154
 MF0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0154'3 MI NE FROM MORRIS.
 MF0154'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0154'HOUSE AT MORRIS, THENCE ABOUT 2.0 MILES NORTHEAST ALONG U.S.
 MF0154'HIGHWAY 6, AT THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD,
 MF0154'178 FEET NORTHEAST OF THE SOUTHEAST END OF A 2-FOOT CONCRETE
 MF0154'BOX CULVERT, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MF0154'39 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 7 FEET
 MF0154'SOUTHWEST OF AN 18-INCH SQUARE CONCRETE FENCE CORNER POST AND
 MF0154'SET ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 12 IN.  THIS
 MF0154'MARK MAY ALSO BE REACHED FROM MORRIS BY GOING 1.8 MILES NORTH
 MF0154'ALONG STATE HIGHWAY 47, THENCE 1.2 MILES NORTHEAST ALONG
 MF0154'U.S. HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1274 ***********************************************************************
 MF1274  DESIGNATION -  549 USGS RESET 1971
 MF1274  PID         -  MF1274
 MF1274  STATE/COUNTY-  IL/GRUNDY
 MF1274  USGS QUAD   -  LISBON (1993)
 MF1274
 MF1274                         *CURRENT SURVEY CONTROL
 MF1274  ___________________________________________________________________
 MF1274* NAD 83(1986)-  41 23 46.     (N)    088 24 11.     (W)     SCALED    
 MF1274* NAVD 88     -       166.86   (meters)     547.4    (feet)  RESET     
 MF1274  ___________________________________________________________________
 MF1274  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1274
 MF1274  VERT ORDER  -  THIRD
 MF1274
 MF1274.The horizontal coordinates were scaled from a topographic map and have
 MF1274.an estimated accuracy of +/- 6 seconds.
 MF1274
 MF1274.The orthometric height was computed from unverified reset data.
 MF1274
 MF1274.The geoid height was determined by GEOID03.
 MF1274
 MF1274;                    North         East    Units  Estimated Accuracy
 MF1274;SPC IL E     -   525,030.      294,170.      MT  (+/- 180 meters Scaled)
 MF1274
 MF1274                          SUPERSEDED SURVEY CONTROL
 MF1274
 MF1274.No superseded survey control is available for this station.
 MF1274
 MF1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL827836(NAD 83)
 MF1274_MARKER: DB = BENCH MARK DISK
 MF1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1274_STAMPING: 549 USGS RESET 1971
 MF1274_PROJECTION: PROJECTING 10 CENTIMETERS
 MF1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1274+STABILITY: SURFACE MOTION
 MF1274
 MF1274  HISTORY     - Date     Condition        Report By
 MF1274  HISTORY     - 1971     MONUMENTED       NGS
 MF1274
 MF1274                          STATION DESCRIPTION
 MF1274
 MF1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MF1274'2.25 MI NE FROM MORRIS.
 MF1274'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH U.S.
 MF1274'HIGHWAY 6 AT THE NORTH EDGE OF MORRIS, 60 FEET NORTH OF THE CENTERLINE
 MF1274'OF THE HIGHWAY, AND 160 FEET WEST OF THE CENTERLINE OF ASHLEY ROAD.
 MF1274'THE MARK IS 2 FT  E FROM A WITNESS POST.
 MF1274'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0284 ***********************************************************************
 LD0284  DESIGNATION -  551
 LD0284  PID         -  LD0284
 LD0284  STATE/COUNTY-  IL/FULTON
 LD0284  USGS QUAD   -  ADAIR (1975)
 LD0284
 LD0284                         *CURRENT SURVEY CONTROL
 LD0284  ___________________________________________________________________
 LD0284* NAD 83(1986)-  40 29 37.     (N)    090 23 36.     (W)     SCALED    
 LD0284* NAVD 88     -       167.482  (meters)     549.48   (feet)  ADJUSTED  
 LD0284  ___________________________________________________________________
 LD0284  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0284  DYNAMIC HT  -         167.400 (meters)     549.21  (feet)  COMP
 LD0284  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 LD0284
 LD0284  VERT ORDER  -  SECOND    CLASS 0
 LD0284
 LD0284.The horizontal coordinates were scaled from a topographic map and have
 LD0284.an estimated accuracy of +/- 6 seconds.
 LD0284
 LD0284.The orthometric height was determined by differential leveling
 LD0284.and adjusted by the National Geodetic Survey in June 1991..
 LD0284
 LD0284.The geoid height was determined by GEOID03.
 LD0284
 LD0284.The dynamic height is computed by dividing the NAVD 88
 LD0284.geopotential number by the normal gravity value computed on the
 LD0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0284.degrees latitude (g = 980.6199 gals.).
 LD0284
 LD0284.The modeled gravity was interpolated from observed gravity values.
 LD0284
 LD0284;                    North         East    Units  Estimated Accuracy
 LD0284;SPC IL W     -   424,820.      680,790.      MT  (+/- 180 meters Scaled)
 LD0284
 LD0284                          SUPERSEDED SURVEY CONTROL
 LD0284
 LD0284  NGVD 29 (??/??/92)  167.564  (m)          549.75   (f) ADJ UNCH    2 0
 LD0284
 LD0284.Superseded values are not recommended for survey control.
 LD0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0284.See file dsdata.txt to determine how the superseded data were derived.
 LD0284
 LD0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE209858(NAD 83)
 LD0284_MARKER: R = RIVET
 LD0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0284_STAMPING: ILL 551 1909
 LD0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0284
 LD0284  HISTORY     - Date     Condition        Report By
 LD0284  HISTORY     - 1909     MONUMENTED       USGS
 LD0284  HISTORY     - 1934     GOOD             NGS
 LD0284
 LD0284                          STATION DESCRIPTION
 LD0284
 LD0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LD0284'AT MARIETTA.
 LD0284'AT MARIETTA, FULTON COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LD0284'RAILROAD, NEAR THE STATION, AT POLE 161+05, 27 FEET NORTH OF A
 LD0284'POINT 48 FEET EAST OF THE CENTER OF A ROAD CROSSING, AND 2.5 FEET
 LD0284'HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LD0284'CAP, STAMPED ILL. 551 1909 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LD0284'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1263 ***********************************************************************
 JB1263  DESIGNATION -  555
 JB1263  PID         -  JB1263
 JB1263  STATE/COUNTY-  IL/WASHINGTON
 JB1263  USGS QUAD   -  COULTERVILLE (1982)
 JB1263
 JB1263                         *CURRENT SURVEY CONTROL
 JB1263  ___________________________________________________________________
 JB1263* NAD 83(1986)-  38 13 57.     (N)    089 32 51.     (W)     SCALED    
 JB1263* NAVD 88     -       168.732  (meters)     553.58   (feet)  ADJUSTED  
 JB1263  ___________________________________________________________________
 JB1263  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JB1263  DYNAMIC HT  -         168.622 (meters)     553.22  (feet)  COMP
 JB1263  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 JB1263
 JB1263  VERT ORDER  -  SECOND    CLASS 0
 JB1263
 JB1263.The horizontal coordinates were scaled from a topographic map and have
 JB1263.an estimated accuracy of +/- 6 seconds.
 JB1263
 JB1263.The orthometric height was determined by differential leveling
 JB1263.and adjusted by the National Geodetic Survey in June 1991..
 JB1263
 JB1263.The geoid height was determined by GEOID03.
 JB1263
 JB1263.The dynamic height is computed by dividing the NAVD 88
 JB1263.geopotential number by the normal gravity value computed on the
 JB1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1263.degrees latitude (g = 980.6199 gals.).
 JB1263
 JB1263.The modeled gravity was interpolated from observed gravity values.
 JB1263
 JB1263;                    North         East    Units  Estimated Accuracy
 JB1263;SPC IL W     -   173,960.      754,210.      MT  (+/- 180 meters Scaled)
 JB1263
 JB1263                          SUPERSEDED SURVEY CONTROL
 JB1263
 JB1263  NGVD 29 (??/??/92)  168.842  (m)          553.94   (f) ADJ UNCH    2 0
 JB1263
 JB1263.Superseded values are not recommended for survey control.
 JB1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1263.See file dsdata.txt to determine how the superseded data were derived.
 JB1263
 JB1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH770346(NAD 83)
 JB1263_MARKER: P = PIPE CAP
 JB1263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB1263_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB1263_STAMPING: 555 1908
 JB1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1263
 JB1263  HISTORY     - Date     Condition        Report By
 JB1263  HISTORY     - 1908     MONUMENTED       USGS
 JB1263  HISTORY     - 1935     GOOD             NGS
 JB1263
 JB1263                          STATION DESCRIPTION
 JB1263
 JB1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB1263'3.5 MI SW FROM OAKDALE.
 JB1263'3.5 MILES SOUTHWEST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM
 JB1263'THE STATION AT OAKDALE, WASHINGTON COUNTY, 125 FEET NORTHEAST
 JB1263'OF THE STATION SIGN MC KINLEY, 50 FEET NORTH OF A ROAD CROSSING,
 JB1263'AND 30 FEET NORTH OF A CROSSING-WARNING POST.  A UNITED STATES
 JB1263'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 555 1908 AND RIVETED
 JB1263'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0929 ***********************************************************************
 KB0929  DESIGNATION -  558
 KB0929  PID         -  KB0929
 KB0929  STATE/COUNTY-  IL/SANGAMON
 KB0929  USGS QUAD   -  SPRINGFIELD EAST (1976)
 KB0929
 KB0929                         *CURRENT SURVEY CONTROL
 KB0929  ___________________________________________________________________
 KB0929* NAD 83(1986)-  39 50 47.     (N)    089 32 34.     (W)     SCALED    
 KB0929* NAVD 88     -       168.279  (meters)     552.10   (feet)  ADJUSTED  
 KB0929  ___________________________________________________________________
 KB0929  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KB0929  DYNAMIC HT  -         168.189 (meters)     551.80  (feet)  COMP
 KB0929  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 KB0929
 KB0929  VERT ORDER  -  FIRST     CLASS II
 KB0929
 KB0929.The horizontal coordinates were scaled from a topographic map and have
 KB0929.an estimated accuracy of +/- 6 seconds.
 KB0929
 KB0929.The orthometric height was determined by differential leveling
 KB0929.and adjusted by the National Geodetic Survey in June 1991..
 KB0929
 KB0929.The geoid height was determined by GEOID03.
 KB0929
 KB0929.The dynamic height is computed by dividing the NAVD 88
 KB0929.geopotential number by the normal gravity value computed on the
 KB0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0929.degrees latitude (g = 980.6199 gals.).
 KB0929
 KB0929.The modeled gravity was interpolated from observed gravity values.
 KB0929
 KB0929;                    North         East    Units  Estimated Accuracy
 KB0929;SPC IL W     -   353,120.      753,390.      MT  (+/- 180 meters Scaled)
 KB0929
 KB0929                          SUPERSEDED SURVEY CONTROL
 KB0929
 KB0929  NGVD 29 (??/??/92)  168.377  (m)          552.42   (f) ADJ UNCH    1 2
 KB0929
 KB0929.Superseded values are not recommended for survey control.
 KB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0929.See file dsdata.txt to determine how the superseded data were derived.
 KB0929
 KB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK824138(NAD 83)
 KB0929_MARKER: DD = SURVEY DISK
 KB0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0929_SP_SET: BUILDING
 KB0929_STAMPING: 558 ADJ 1905
 KB0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0929
 KB0929  HISTORY     - Date     Condition        Report By
 KB0929  HISTORY     - 1905     MONUMENTED       USGS
 KB0929  HISTORY     - 1944     GOOD             NGS
 KB0929
 KB0929                          STATION DESCRIPTION
 KB0929
 KB0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KB0929'AT RIVERTON.
 KB0929'AT RIVERTON, SANGAMON COUNTY, AT THE CITY HALL, AND IN THE
 KB0929'SOUTHEAST CORNER OF THE STONE DOORSILL.  A UNITED STATES
 KB0929'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 558 ADJ 1905.  NOTE-- IT
 KB0929'WAS REPORTED IN APRIL 1944 THAT ABOUT 1/2 OF THE DISK IS BROKEN OFF
 KB0929'BUT THAT THE CENTER IS STILL INTACT.  NO NUMBERS ARE VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0503 ***********************************************************************
 LD0503  DESIGNATION -  562
 LD0503  PID         -  LD0503
 LD0503  STATE/COUNTY-  IL/HENDERSON
 LD0503  USGS QUAD   -  LOMAX (1964)
 LD0503
 LD0503                         *CURRENT SURVEY CONTROL
 LD0503  ___________________________________________________________________
 LD0503* NAD 83(1986)-  40 40 42.     (N)    091 03 20.     (W)     SCALED    
 LD0503* NAVD 88     -       171.240  (meters)     561.81   (feet)  ADJUSTED  
 LD0503  ___________________________________________________________________
 LD0503  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0503  DYNAMIC HT  -         171.158 (meters)     561.54  (feet)  COMP
 LD0503  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 LD0503
 LD0503  VERT ORDER  -  SECOND    CLASS 0
 LD0503
 LD0503.The horizontal coordinates were scaled from a topographic map and have
 LD0503.an estimated accuracy of +/- 6 seconds.
 LD0503
 LD0503.The orthometric height was determined by differential leveling
 LD0503.and adjusted by the National Geodetic Survey in June 1991..
 LD0503
 LD0503.The geoid height was determined by GEOID03.
 LD0503
 LD0503.The dynamic height is computed by dividing the NAVD 88
 LD0503.geopotential number by the normal gravity value computed on the
 LD0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0503.degrees latitude (g = 980.6199 gals.).
 LD0503
 LD0503.The modeled gravity was interpolated from observed gravity values.
 LD0503
 LD0503;                    North         East    Units  Estimated Accuracy
 LD0503;SPC IL W     -   445,690.      624,860.      MT  (+/- 180 meters Scaled)
 LD0503
 LD0503                          SUPERSEDED SURVEY CONTROL
 LD0503
 LD0503  NGVD 29 (??/??/92)  171.292  (m)          561.98   (f) ADJ UNCH    2 0
 LD0503
 LD0503.Superseded values are not recommended for survey control.
 LD0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0503.See file dsdata.txt to determine how the superseded data were derived.
 LD0503
 LD0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF643048(NAD 83)
 LD0503_MARKER: P = PIPE CAP
 LD0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0503_STAMPING: ILL 562
 LD0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0503
 LD0503  HISTORY     - Date     Condition        Report By
 LD0503  HISTORY     - UNK      MONUMENTED       USGS
 LD0503  HISTORY     - 1935     GOOD             NGS
 LD0503  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0503
 LD0503                          STATION DESCRIPTION
 LD0503
 LD0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0503'1 MI NE FROM LOMAX.
 LD0503'1.0 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0503'RAILROAD FROM THE STATION AT LOMAX, HENDERSON COUNTY, THENCE 0.7
 LD0503'MILE SOUTH ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD, 6-1/2
 LD0503'POLES SOUTH OF MILEPOST 205, 45 FEET WEST OF THE CENTERLINE OF
 LD0503'THE TRACK, 12 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 3
 LD0503'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN
 LD0503'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD BRONZE
 LD0503'CAP, STAMPED ILL 562 AND FASTENED ON TOP OF AN IRON PIPE.
 LD0503
 LD0503                          STATION RECOVERY (2001)
 LD0503
 LD0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 LD0503'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1239 ***********************************************************************
 JB1239  DESIGNATION -  572
 JB1239  PID         -  JB1239
 JB1239  STATE/COUNTY-  IL/PERRY
 JB1239  USGS QUAD   -  COULTERVILLE (1982)
 JB1239
 JB1239                         *CURRENT SURVEY CONTROL
 JB1239  ___________________________________________________________________
 JB1239* NAD 83(1986)-  38 10 11.     (N)    089 32 09.     (W)     SCALED    
 JB1239* NAVD 88     -       174.191  (meters)     571.49   (feet)  ADJUSTED  
 JB1239  ___________________________________________________________________
 JB1239  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 JB1239  DYNAMIC HT  -         174.076 (meters)     571.11  (feet)  COMP
 JB1239  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 JB1239
 JB1239  VERT ORDER  -  SECOND    CLASS 0
 JB1239
 JB1239.The horizontal coordinates were scaled from a topographic map and have
 JB1239.an estimated accuracy of +/- 6 seconds.
 JB1239
 JB1239.The orthometric height was determined by differential leveling
 JB1239.and adjusted by the National Geodetic Survey in June 1991..
 JB1239
 JB1239.The geoid height was determined by GEOID03.
 JB1239
 JB1239.The dynamic height is computed by dividing the NAVD 88
 JB1239.geopotential number by the normal gravity value computed on the
 JB1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1239.degrees latitude (g = 980.6199 gals.).
 JB1239
 JB1239.The modeled gravity was interpolated from observed gravity values.
 JB1239
 JB1239;                    North         East    Units  Estimated Accuracy
 JB1239;SPC IL W     -   167,000.      755,280.      MT  (+/- 180 meters Scaled)
 JB1239
 JB1239                          SUPERSEDED SURVEY CONTROL
 JB1239
 JB1239  NGVD 29 (??/??/92)  174.287  (m)          571.81   (f) ADJ UNCH    2 0
 JB1239
 JB1239.Superseded values are not recommended for survey control.
 JB1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1239.See file dsdata.txt to determine how the superseded data were derived.
 JB1239
 JB1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH778276(NAD 83)
 JB1239_MARKER: P = PIPE CAP
 JB1239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB1239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB1239_STAMPING: 572 1914
 JB1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1239
 JB1239  HISTORY     - Date     Condition        Report By
 JB1239  HISTORY     - 1914     MONUMENTED       USGS
 JB1239  HISTORY     - 1935     GOOD             NGS
 JB1239  HISTORY     - 1979     GOOD             ILDT
 JB1239
 JB1239                          STATION DESCRIPTION
 JB1239
 JB1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB1239'AT SWANWICK.
 JB1239'AT SWANWICK, PERRY COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 0.4
 JB1239'MILE SOUTHEAST OF MILEPOST E 50, ONE POLE SOUTHEAST OF THE
 JB1239'STATION, AT A ROAD CROSSING, 30 FEET NORTHEAST OF THE CENTERLINE
 JB1239'OF THE NORTHEAST MAIN TRACK, AND 8 FEET SOUTH OF THE ROAD.  A
 JB1239'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 572 1914
 JB1239'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 JB1239
 JB1239                          STATION RECOVERY (1979)
 JB1239
 JB1239'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0332 ***********************************************************************
 KC0332  DESIGNATION -  572.6
 KC0332  PID         -  KC0332
 KC0332  STATE/COUNTY-  IL/ADAMS
 KC0332  USGS QUAD   -  QUINCY WEST (1996)
 KC0332
 KC0332                         *CURRENT SURVEY CONTROL
 KC0332  ___________________________________________________________________
 KC0332* NAD 83(1986)-  39 57 21.     (N)    091 23 48.     (W)     SCALED    
 KC0332* NAVD 88     -       174.265  (meters)     571.73   (feet)  ADJUSTED  
 KC0332  ___________________________________________________________________
 KC0332  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0332  DYNAMIC HT  -         174.175 (meters)     571.44  (feet)  COMP
 KC0332  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 KC0332
 KC0332  VERT ORDER  -  FIRST     CLASS II
 KC0332
 KC0332.The horizontal coordinates were scaled from a topographic map and have
 KC0332.an estimated accuracy of +/- 6 seconds.
 KC0332
 KC0332.The orthometric height was determined by differential leveling
 KC0332.and adjusted by the National Geodetic Survey in June 1991..
 KC0332
 KC0332.The geoid height was determined by GEOID03.
 KC0332
 KC0332.The dynamic height is computed by dividing the NAVD 88
 KC0332.geopotential number by the normal gravity value computed on the
 KC0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0332.degrees latitude (g = 980.6199 gals.).
 KC0332
 KC0332.The modeled gravity was interpolated from observed gravity values.
 KC0332
 KC0332;                    North         East    Units  Estimated Accuracy
 KC0332;SPC IL W     -   365,810.      594,900.      MT  (+/- 180 meters Scaled)
 KC0332
 KC0332                          SUPERSEDED SURVEY CONTROL
 KC0332
 KC0332  NGVD 29 (??/??/92)  174.344  (m)          571.99   (f) ADJ UNCH    1 2
 KC0332
 KC0332.Superseded values are not recommended for survey control.
 KC0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0332.See file dsdata.txt to determine how the superseded data were derived.
 KC0332
 KC0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE369240(NAD 83)
 KC0332_MARKER: X = CHISELED CROSS
 KC0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0332_SP_SET: BRIDGE
 KC0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0332
 KC0332  HISTORY     - Date     Condition        Report By
 KC0332  HISTORY     - UNK      MONUMENTED       USGS
 KC0332  HISTORY     - 1933     GOOD             NGS
 KC0332
 KC0332                          STATION DESCRIPTION
 KC0332
 KC0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0332'2 MI NE FROM QUINCY.
 KC0332'2 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KC0332'RAILROAD FROM THE STATION AT QUINCY, ADAMS COUNTY, AT MILEAGE
 KC0332'260.15, AT BRIDGE 260.15 OVER U.S. HIGHWAY 24, ON THE TOP COURSE
 KC0332'OF STONE OF THE WEST ABUTMENT, AND 5 FEET SOUTH OF THE TRACK.
 KC0332'A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0150 ***********************************************************************
 JB0150  DESIGNATION -  58
 JB0150  PID         -  JB0150
 JB0150  STATE/COUNTY-  IL/WHITE
 JB0150  USGS QUAD   -  SPRINGERTON (1974)
 JB0150
 JB0150                         *CURRENT SURVEY CONTROL
 JB0150  ___________________________________________________________________
 JB0150* NAD 83(1986)-  38 10 46.     (N)    088 21 06.     (W)     SCALED    
 JB0150* NAVD 88     -       116.695  (meters)     382.86   (feet)  ADJUSTED  
 JB0150  ___________________________________________________________________
 JB0150  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JB0150  DYNAMIC HT  -         116.619 (meters)     382.61  (feet)  COMP
 JB0150  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 JB0150
 JB0150  VERT ORDER  -  SECOND    CLASS 0
 JB0150
 JB0150.The horizontal coordinates were scaled from a topographic map and have
 JB0150.an estimated accuracy of +/- 6 seconds.
 JB0150
 JB0150.The orthometric height was determined by differential leveling
 JB0150.and adjusted by the National Geodetic Survey in June 1991..
 JB0150
 JB0150.The geoid height was determined by GEOID03.
 JB0150
 JB0150.The dynamic height is computed by dividing the NAVD 88
 JB0150.geopotential number by the normal gravity value computed on the
 JB0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0150.degrees latitude (g = 980.6199 gals.).
 JB0150
 JB0150.The modeled gravity was interpolated from observed gravity values.
 JB0150
 JB0150;                    North         East    Units  Estimated Accuracy
 JB0150;SPC IL E     -   167,890.      298,390.      MT  (+/- 180 meters Scaled)
 JB0150
 JB0150                          SUPERSEDED SURVEY CONTROL
 JB0150
 JB0150  NGVD 29 (??/??/92)  116.813  (m)          383.24   (f) ADJ UNCH    2 0
 JB0150
 JB0150.Superseded values are not recommended for survey control.
 JB0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0150.See file dsdata.txt to determine how the superseded data were derived.
 JB0150
 JB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH816265(NAD 83)
 JB0150_MARKER: Q = CHISELED SQUARE
 JB0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0150_SP_SET: CULVERT
 JB0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0150
 JB0150  HISTORY     - Date     Condition        Report By
 JB0150  HISTORY     - UNK      MONUMENTED       USGS
 JB0150  HISTORY     - 1935     GOOD             NGS
 JB0150
 JB0150                          STATION DESCRIPTION
 JB0150
 JB0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB0150'AT SPRINGER.
 JB0150'AT SPRINGER, WHITE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JB0150'16 RAILS NORTH OF THE STATION, ONE RAIL NORTH OF A ROAD CROSSING,
 JB0150'AT A CONCRETE CULVERT, AND ON THE TOP OF THE NORTHWEST CORNER OF
 JB0150'THE WEST HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1263 ***********************************************************************
 KA1263  DESIGNATION -  580
 KA1263  PID         -  KA1263
 KA1263  STATE/COUNTY-  IL/EDGAR
 KA1263  USGS QUAD   -  DENNISON (1972)
 KA1263
 KA1263                         *CURRENT SURVEY CONTROL
 KA1263  ___________________________________________________________________
 KA1263* NAD 83(1986)-  39 29 12.     (N)    087 34 09.     (W)     SCALED    
 KA1263* NAVD 88     -       176.299  (meters)     578.41   (feet)  ADJUSTED  
 KA1263  ___________________________________________________________________
 KA1263  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KA1263  DYNAMIC HT  -         176.200 (meters)     578.08  (feet)  COMP
 KA1263  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 KA1263
 KA1263  VERT ORDER  -  FIRST     CLASS II
 KA1263
 KA1263.The horizontal coordinates were scaled from a topographic map and have
 KA1263.an estimated accuracy of +/- 6 seconds.
 KA1263
 KA1263.The orthometric height was determined by differential leveling
 KA1263.and adjusted by the National Geodetic Survey in June 1991..
 KA1263.WARNING-Repeat measurements at this control monument indicate possible
 KA1263.vertical movement.
 KA1263
 KA1263.The geoid height was determined by GEOID03.
 KA1263
 KA1263.The dynamic height is computed by dividing the NAVD 88
 KA1263.geopotential number by the normal gravity value computed on the
 KA1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1263.degrees latitude (g = 980.6199 gals.).
 KA1263
 KA1263.The modeled gravity was interpolated from observed gravity values.
 KA1263
 KA1263;                    North         East    Units  Estimated Accuracy
 KA1263;SPC IL E     -   313,290.      365,740.      MT  (+/- 180 meters Scaled)
 KA1263
 KA1263                          SUPERSEDED SURVEY CONTROL
 KA1263
 KA1263  NGVD 29 (??/??/92)  176.398  (m)          578.73   (f) ADJ UNCH    1 2
 KA1263
 KA1263.Superseded values are not recommended for survey control.
 KA1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1263.See file dsdata.txt to determine how the superseded data were derived.
 KA1263
 KA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ510709(NAD 83)
 KA1263_MARKER: DD = SURVEY DISK
 KA1263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1263_SP_SET: CULVERT
 KA1263_STAMPING: 580
 KA1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1263
 KA1263  HISTORY     - Date     Condition        Report By
 KA1263  HISTORY     - UNK      MONUMENTED       USGS
 KA1263  HISTORY     - 1956     GOOD             NGS
 KA1263
 KA1263                          STATION DESCRIPTION
 KA1263
 KA1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1263'1.8 MI NW FROM FARRINGTON.
 KA1263'1.8 MILES NORTHWEST ALONG A BRANCH LINE OF PENNSYLVANIA RAILROAD
 KA1263'WHICH LEADS THRU PARIS FROM THE JUNCTION OF MAIN LINE AT FARRINGTON,
 KA1263'IN SECTION 18, T. 12 N., R. 10 W., ABOUT 1.0 MILE NORTHWEST OF
 KA1263'CROSSING OF THE CLARK-EDGAR COUNTY LINE ROAD, ABOUT 8 1/2 TELEPHONE
 KA1263'POLES SOUTHEAST OF MILE POST 10, IN THE TOP OF THE NORTHEAST STONE
 KA1263'HEAD WALL OF A 24-INCH IRON PIPE CULVERT UNDER TRACK, 9 1/2 FEET
 KA1263'NORTHEAST OF NORTHEAST RAIL, 2 1/4 FEET NORTHWEST OF SOUTHEAST END
 KA1263'OF HEAD WALL AND 3 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0693 ***********************************************************************
 KB0693  DESIGNATION -  585.9
 KB0693  PID         -  KB0693
 KB0693  STATE/COUNTY-  IL/CHRISTIAN
 KB0693  USGS QUAD   -  EDINBURG (1982)
 KB0693
 KB0693                         *CURRENT SURVEY CONTROL
 KB0693  ___________________________________________________________________
 KB0693* NAD 83(1986)-  39 39 25.     (N)    089 23 21.     (W)     SCALED    
 KB0693* NAVD 88     -       178.510  (meters)     585.66   (feet)  ADJUSTED  
 KB0693  ___________________________________________________________________
 KB0693  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB0693  DYNAMIC HT  -         178.411 (meters)     585.34  (feet)  COMP
 KB0693  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 KB0693
 KB0693  VERT ORDER  -  SECOND    CLASS 0
 KB0693
 KB0693.The horizontal coordinates were scaled from a topographic map and have
 KB0693.an estimated accuracy of +/- 6 seconds.
 KB0693
 KB0693.The orthometric height was determined by differential leveling
 KB0693.and adjusted by the National Geodetic Survey in June 1991..
 KB0693
 KB0693.The geoid height was determined by GEOID03.
 KB0693
 KB0693.The dynamic height is computed by dividing the NAVD 88
 KB0693.geopotential number by the normal gravity value computed on the
 KB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0693.degrees latitude (g = 980.6199 gals.).
 KB0693
 KB0693.The modeled gravity was interpolated from observed gravity values.
 KB0693
 KB0693;                    North         East    Units  Estimated Accuracy
 KB0693;SPC IL W     -   332,190.      766,720.      MT  (+/- 180 meters Scaled)
 KB0693
 KB0693                          SUPERSEDED SURVEY CONTROL
 KB0693
 KB0693  NGVD 29 (??/??/92)  178.606  (m)          585.98   (f) ADJ UNCH    2 0
 KB0693
 KB0693.Superseded values are not recommended for survey control.
 KB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0693.See file dsdata.txt to determine how the superseded data were derived.
 KB0693
 KB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ950924(NAD 83)
 KB0693_MARKER: Q = CHISELED SQUARE
 KB0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0693_SP_SET: CURB
 KB0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0693
 KB0693  HISTORY     - Date     Condition        Report By
 KB0693  HISTORY     - UNK      MONUMENTED       USGS
 KB0693  HISTORY     - 1935     GOOD             NGS
 KB0693  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB0693
 KB0693                          STATION DESCRIPTION
 KB0693
 KB0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0693'AT EDINBURG.
 KB0693'AT EDINBURG, CHRISTIAN COUNTY, ON THE BALTIMORE AND OHIO
 KB0693'RAILROAD, 24 YARDS NORTHWEST OF THE STATION, AT POLE 164/26, AND
 KB0693'ON THE TOP OF THE NORTH END OF A CONCRETE CURB.  A CHISELED
 KB0693'SQUARE.
 KB0693
 KB0693                          STATION RECOVERY (1976)
 KB0693
 KB0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1195 ***********************************************************************
 LC1195  DESIGNATION -  586
 LC1195  PID         -  LC1195
 LC1195  STATE/COUNTY-  IL/LOGAN
 LC1195  USGS QUAD   -  MIDDLETOWN (1980)
 LC1195
 LC1195                         *CURRENT SURVEY CONTROL
 LC1195  ___________________________________________________________________
 LC1195* NAD 83(1986)-  40 06 01.     (N)    089 35 27.     (W)     SCALED    
 LC1195* NAVD 88     -       178.469  (meters)     585.53   (feet)  ADJUSTED  
 LC1195  ___________________________________________________________________
 LC1195  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LC1195  DYNAMIC HT  -         178.377 (meters)     585.23  (feet)  COMP
 LC1195  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 LC1195
 LC1195  VERT ORDER  -  SECOND    CLASS 0
 LC1195
 LC1195.The horizontal coordinates were scaled from a topographic map and have
 LC1195.an estimated accuracy of +/- 6 seconds.
 LC1195
 LC1195.The orthometric height was determined by differential leveling
 LC1195.and adjusted by the National Geodetic Survey in June 1991..
 LC1195
 LC1195.The geoid height was determined by GEOID03.
 LC1195
 LC1195.The dynamic height is computed by dividing the NAVD 88
 LC1195.geopotential number by the normal gravity value computed on the
 LC1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1195.degrees latitude (g = 980.6199 gals.).
 LC1195
 LC1195.The modeled gravity was interpolated from observed gravity values.
 LC1195
 LC1195;                    North         East    Units  Estimated Accuracy
 LC1195;SPC IL W     -   381,280.      749,100.      MT  (+/- 180 meters Scaled)
 LC1195
 LC1195                          SUPERSEDED SURVEY CONTROL
 LC1195
 LC1195  NGVD 29 (??/??/92)  178.560  (m)          585.83   (f) ADJ UNCH    2 0
 LC1195
 LC1195.Superseded values are not recommended for survey control.
 LC1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1195.See file dsdata.txt to determine how the superseded data were derived.
 LC1195
 LC1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK791421(NAD 83)
 LC1195_MARKER: DD = SURVEY DISK
 LC1195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1195_SP_SET: BUILDING
 LC1195_STAMPING: ILL 586 1932
 LC1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1195
 LC1195  HISTORY     - Date     Condition        Report By
 LC1195  HISTORY     - 1932     MONUMENTED       USGS
 LC1195  HISTORY     - 1935     GOOD             NGS
 LC1195
 LC1195                          STATION DESCRIPTION
 LC1195
 LC1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC1195'AT MIDDLETOWN.
 LC1195'AT MIDDLETOWN, LOGAN COUNTY, ACROSS THE STREET FROM THE NORTHEAST
 LC1195'CORNER OF THE PARK, AT THE FORMER LOCATION OF THE MIDDLETOWN
 LC1195'STATE BANK (THIS BUILDING WAS BURNED IN 1934), AND IN THE WEST
 LC1195'END OF THE STONE DOORSILL.  A UNITED STATES GEOLOGICAL SURVEY
 LC1195'STANDARD DISK, STAMPED ILL 586 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0337 ***********************************************************************
 KC0337  DESIGNATION -  588.6
 KC0337  PID         -  KC0337
 KC0337  STATE/COUNTY-  IL/ADAMS
 KC0337  USGS QUAD   -  QUINCY WEST (1996)
 KC0337
 KC0337                         *CURRENT SURVEY CONTROL
 KC0337  ___________________________________________________________________
 KC0337* NAD 83(1986)-  39 56 00.     (N)    091 24 41.     (W)     SCALED    
 KC0337* NAVD 88     -       179.324  (meters)     588.33   (feet)  ADJUSTED  
 KC0337  ___________________________________________________________________
 KC0337  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KC0337  DYNAMIC HT  -         179.232 (meters)     588.03  (feet)  COMP
 KC0337  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 KC0337
 KC0337  VERT ORDER  -  FIRST     CLASS II
 KC0337
 KC0337.The horizontal coordinates were scaled from a topographic map and have
 KC0337.an estimated accuracy of +/- 6 seconds.
 KC0337
 KC0337.The orthometric height was determined by differential leveling
 KC0337.and adjusted by the National Geodetic Survey in June 1991..
 KC0337
 KC0337.The geoid height was determined by GEOID03.
 KC0337
 KC0337.The dynamic height is computed by dividing the NAVD 88
 KC0337.geopotential number by the normal gravity value computed on the
 KC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0337.degrees latitude (g = 980.6199 gals.).
 KC0337
 KC0337.The modeled gravity was interpolated from observed gravity values.
 KC0337
 KC0337;                    North         East    Units  Estimated Accuracy
 KC0337;SPC IL W     -   363,330.      593,610.      MT  (+/- 180 meters Scaled)
 KC0337
 KC0337                          SUPERSEDED SURVEY CONTROL
 KC0337
 KC0337  NGVD 29 (??/??/92)  179.409  (m)          588.61   (f) ADJ UNCH    1 2
 KC0337
 KC0337.Superseded values are not recommended for survey control.
 KC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0337.See file dsdata.txt to determine how the superseded data were derived.
 KC0337
 KC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE357215(NAD 83)
 KC0337_MARKER: B = BOLT
 KC0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0337_SP_SET: WATER TABLE
 KC0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0337
 KC0337  HISTORY     - Date     Condition        Report By
 KC0337  HISTORY     - UNK      MONUMENTED       LOCENG
 KC0337  HISTORY     - 1935     GOOD             NGS
 KC0337  HISTORY     - 1961     MARK NOT FOUND   NGS
 KC0337
 KC0337                          STATION DESCRIPTION
 KC0337
 KC0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0337'AT QUINCY.
 KC0337'AT QUINCY, ADAMS COUNTY, AT THE NORTHEAST CORNER OF THIRD AND
 KC0337'HAMPSHIRE STREETS, AT THE CITY HALL, AND IN THE WATER TABLE ON
 KC0337'THE WEST SIDE OF THE SOUTH ENTRANCE.  THE TOP OF A COPPER BOLT,
 KC0337'SET VERTICALLY.
 KC0337
 KC0337                          STATION RECOVERY (1961)
 KC0337
 KC0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KC0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1239 ***********************************************************************
 MF1239  DESIGNATION -  59 I 5 D CO
 MF1239  PID         -  MF1239
 MF1239  STATE/COUNTY-  IL/DU PAGE
 MF1239  USGS QUAD   -  NAPERVILLE (1993)
 MF1239
 MF1239                         *CURRENT SURVEY CONTROL
 MF1239  ___________________________________________________________________
 MF1239* NAD 83(1986)-  41 48 15.     (N)    088 12 13.     (W)     SCALED    
 MF1239* NAVD 88     -       222.146  (meters)     728.82   (feet)  ADJUSTED  
 MF1239  ___________________________________________________________________
 MF1239  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF1239  DYNAMIC HT  -         222.068 (meters)     728.57  (feet)  COMP
 MF1239  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 MF1239
 MF1239  VERT ORDER  -  THIRD
 MF1239
 MF1239.The horizontal coordinates were scaled from a topographic map and have
 MF1239.an estimated accuracy of +/- 6 seconds.
 MF1239
 MF1239.The orthometric height was determined by differential leveling
 MF1239.and adjusted by the National Geodetic Survey in June 1991..
 MF1239
 MF1239.The geoid height was determined by GEOID03.
 MF1239
 MF1239.The dynamic height is computed by dividing the NAVD 88
 MF1239.geopotential number by the normal gravity value computed on the
 MF1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1239.degrees latitude (g = 980.6199 gals.).
 MF1239
 MF1239.The modeled gravity was interpolated from observed gravity values.
 MF1239
 MF1239;                    North         East    Units  Estimated Accuracy
 MF1239;SPC IL E     -   570,360.      310,780.      MT  (+/- 180 meters Scaled)
 MF1239
 MF1239                          SUPERSEDED SURVEY CONTROL
 MF1239
 MF1239.No superseded survey control is available for this station.
 MF1239
 MF1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM000287(NAD 83)
 MF1239_MARKER: DB = BENCH MARK DISK
 MF1239_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MF1239_SP_SET: WALK OF OVERPASS
 MF1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1239
 MF1239  HISTORY     - Date     Condition        Report By
 MF1239  HISTORY     - 1982     MONUMENTED       MARCHE
 MF1239  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 MF1239
 MF1239                          STATION DESCRIPTION
 MF1239
 MF1239'DESCRIBED BY MARCHESE AND SONS 1982
 MF1239'2.0 MI SOUTH FROM WARRENVILLE.
 MF1239'2.0 MILES SOUTH OF WARRENVILLE ON THE EAST SIDE OF STATE HIGHWAY 59
 MF1239'OVERPASS OF THE EAST-WEST TOLLWAY ILLINOIS 5, 200.0 FEET SOUTH OF
 MF1239'ILLINOIS 5 WESTBOUND RAMP TO STATE HIGHWAY 59 INTERCHANGE, IN EAST
 MF1239'CONCRETE WALK OF NORTH END OF OVERPASS STRUCTURE, 12.5 FEET SOUTH OF
 MF1239'THE NORTHEAST CORNER OF A 3 FOOT HIGH CONCRETE WALL ALONG EAST SIDE OF
 MF1239'BRIDGE OVERPASS, 36.0 FEET EAST OF MEDIAN STRIP.
 MF1239
 MF1239                          STATION RECOVERY (1998)
 MF1239
 MF1239'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1157 ***********************************************************************
 LC1157  DESIGNATION -  591
 LC1157  PID         -  LC1157
 LC1157  STATE/COUNTY-  IL/LOGAN
 LC1157  USGS QUAD   -  LINCOLN EAST (1980)
 LC1157
 LC1157                         *CURRENT SURVEY CONTROL
 LC1157  ___________________________________________________________________
 LC1157* NAD 83(1986)-  40 08 45.     (N)    089 21 46.     (W)     SCALED    
 LC1157* NAVD 88     -       179.777  (meters)     589.82   (feet)  ADJUSTED  
 LC1157  ___________________________________________________________________
 LC1157  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1157  DYNAMIC HT  -         179.685 (meters)     589.52  (feet)  COMP
 LC1157  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 LC1157
 LC1157  VERT ORDER  -  SECOND    CLASS 0
 LC1157
 LC1157.The horizontal coordinates were scaled from a topographic map and have
 LC1157.an estimated accuracy of +/- 6 seconds.
 LC1157
 LC1157.The orthometric height was determined by differential leveling
 LC1157.and adjusted by the National Geodetic Survey in June 1991..
 LC1157
 LC1157.The geoid height was determined by GEOID03.
 LC1157
 LC1157.The dynamic height is computed by dividing the NAVD 88
 LC1157.geopotential number by the normal gravity value computed on the
 LC1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1157.degrees latitude (g = 980.6199 gals.).
 LC1157
 LC1157.The modeled gravity was interpolated from observed gravity values.
 LC1157
 LC1157;                    North         East    Units  Estimated Accuracy
 LC1157;SPC IL W     -   386,490.      768,500.      MT  (+/- 180 meters Scaled)
 LC1157
 LC1157                          SUPERSEDED SURVEY CONTROL
 LC1157
 LC1157  NGVD 29 (??/??/92)  179.863  (m)          590.10   (f) ADJ UNCH    2 0
 LC1157
 LC1157.Superseded values are not recommended for survey control.
 LC1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1157.See file dsdata.txt to determine how the superseded data were derived.
 LC1157
 LC1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK987466(NAD 83)
 LC1157_MARKER: DD = SURVEY DISK
 LC1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1157_STAMPING: 591 1908
 LC1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1157+STABILITY: SURFACE MOTION
 LC1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1157+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 LC1157
 LC1157  HISTORY     - Date     Condition        Report By
 LC1157  HISTORY     - 1908     MONUMENTED       USGS
 LC1157  HISTORY     - 1960     GOOD             NGS
 LC1157  HISTORY     - 20040318 GOOD             CHAST
 LC1157
 LC1157                          STATION DESCRIPTION
 LC1157
 LC1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1157'AT LINCOLN.
 LC1157'AT LINCOLN AT THE SOUTHWEST CORNER OF THE COUNTY COURTHOUSE LAWN,
 LC1157'2 FEET NORTH OF THE CONCRETE CURBING, 6 FEET SOUTH OF THE CENTER
 LC1157'LINE OF THE COURTHOUSE SIDEWALK, 55 FEET EAST OF THE CENTER OF
 LC1157'THE CROSSING OF PULASKI AND KICKAPOO STREETS, AND SET IN THE TOP
 LC1157'OF A CONCRETE POST FLUSH WITH THE GROUND.
 LC1157
 LC1157                          STATION RECOVERY (2004)
 LC1157
 LC1157'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JRA)
 LC1157'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0013 ***********************************************************************
 KC0013  DESIGNATION -  592
 KC0013  PID         -  KC0013
 KC0013  STATE/COUNTY-  IL/MORGAN
 KC0013  USGS QUAD   -  JACKSONVILLE (1983)
 KC0013
 KC0013                         *CURRENT SURVEY CONTROL
 KC0013  ___________________________________________________________________
 KC0013* NAD 83(1986)-  39 43 42.     (N)    090 13 14.     (W)     SCALED    
 KC0013* NAVD 88     -       180.449  (meters)     592.02   (feet)  ADJUSTED  
 KC0013  ___________________________________________________________________
 KC0013  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0013  DYNAMIC HT  -         180.349 (meters)     591.70  (feet)  COMP
 KC0013  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 KC0013
 KC0013  VERT ORDER  -  FIRST     CLASS II
 KC0013
 KC0013.The horizontal coordinates were scaled from a topographic map and have
 KC0013.an estimated accuracy of +/- 6 seconds.
 KC0013
 KC0013.The orthometric height was determined by differential leveling
 KC0013.and adjusted by the National Geodetic Survey in June 1991..
 KC0013
 KC0013.The geoid height was determined by GEOID03.
 KC0013
 KC0013.The dynamic height is computed by dividing the NAVD 88
 KC0013.geopotential number by the normal gravity value computed on the
 KC0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0013.degrees latitude (g = 980.6199 gals.).
 KC0013
 KC0013.The modeled gravity was interpolated from observed gravity values.
 KC0013
 KC0013;                    North         East    Units  Estimated Accuracy
 KC0013;SPC IL W     -   339,830.      695,380.      MT  (+/- 180 meters Scaled)
 KC0013
 KC0013                          SUPERSEDED SURVEY CONTROL
 KC0013
 KC0013  NGVD 29 (??/??/92)  180.570  (m)          592.42   (f) ADJ UNCH    1 2
 KC0013
 KC0013.Superseded values are not recommended for survey control.
 KC0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0013.See file dsdata.txt to determine how the superseded data were derived.
 KC0013
 KC0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE382013(NAD 83)
 KC0013_MARKER: DD = SURVEY DISK
 KC0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0013_SP_SET: BRIDGE
 KC0013_STAMPING: ILL 592 1921
 KC0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0013
 KC0013  HISTORY     - Date     Condition        Report By
 KC0013  HISTORY     - 1921     MONUMENTED       USGS
 KC0013  HISTORY     - 1933     GOOD             NGS
 KC0013
 KC0013                          STATION DESCRIPTION
 KC0013
 KC0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0013'AT JACKSONVILLE.
 KC0013'AT JACKSONVILLE, MORGAN COUNTY, AT THE ALTON RAILROAD VIADUCT
 KC0013'OVER EAST COLLEGE STREET, IN THE TOP OF THE NORTHEAST CONCRETE
 KC0013'RETAINING WALL, AND 50 FEET EAST OF THE CENTERLINE OF THE TRACK.
 KC0013'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILL 592
 KC0013'1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1144 ***********************************************************************
 LC1144  DESIGNATION -  593
 LC1144  PID         -  LC1144
 LC1144  STATE/COUNTY-  IL/LOGAN
 LC1144  USGS QUAD   -  BROADWELL (1980)
 LC1144
 LC1144                         *CURRENT SURVEY CONTROL
 LC1144  ___________________________________________________________________
 LC1144* NAD 83(1986)-  40 01 18.     (N)    089 28 55.     (W)     SCALED    
 LC1144* NAVD 88     -       180.285  (meters)     591.49   (feet)  ADJUSTED  
 LC1144  ___________________________________________________________________
 LC1144  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1144  DYNAMIC HT  -         180.191 (meters)     591.18  (feet)  COMP
 LC1144  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LC1144
 LC1144  VERT ORDER  -  SECOND    CLASS 0
 LC1144
 LC1144.The horizontal coordinates were scaled from a topographic map and have
 LC1144.an estimated accuracy of +/- 6 seconds.
 LC1144
 LC1144.The orthometric height was determined by differential leveling
 LC1144.and adjusted by the National Geodetic Survey in June 1991..
 LC1144
 LC1144.The geoid height was determined by GEOID03.
 LC1144
 LC1144.The dynamic height is computed by dividing the NAVD 88
 LC1144.geopotential number by the normal gravity value computed on the
 LC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1144.degrees latitude (g = 980.6199 gals.).
 LC1144
 LC1144.The modeled gravity was interpolated from observed gravity values.
 LC1144
 LC1144;                    North         East    Units  Estimated Accuracy
 LC1144;SPC IL W     -   372,620.      758,450.      MT  (+/- 180 meters Scaled)
 LC1144
 LC1144                          SUPERSEDED SURVEY CONTROL
 LC1144
 LC1144  NGVD 29 (??/??/92)  180.375  (m)          591.78   (f) ADJ UNCH    2 0
 LC1144
 LC1144.Superseded values are not recommended for survey control.
 LC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1144.See file dsdata.txt to determine how the superseded data were derived.
 LC1144
 LC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK881331(NAD 83)
 LC1144_MARKER: DD = SURVEY DISK
 LC1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LC1144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LC1144_STAMPING: 593 1909 ILLS
 LC1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1144
 LC1144  HISTORY     - Date     Condition        Report By
 LC1144  HISTORY     - 1909     MONUMENTED       USGS
 LC1144  HISTORY     - 1960     GOOD             NGS
 LC1144
 LC1144                          STATION DESCRIPTION
 LC1144
 LC1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1144'AT ELKHART.
 LC1144'ABOUT 0.1 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAIL ROAD
 LC1144'FROM THE STATION IN ELKHART, AT A GRAVEL STREET CROSSING NORTHEAST
 LC1144'OF THE ALLISON AND COMPANY ELEVATOR SCALE HOUSE, 13 FEET EAST OF
 LC1144'THE EAST RAIL OF THE NORTH BOUND TRACK, 15 FEET NORTH OF THE
 LC1144'CENTER LINE OF THE GRAVEL STREET, 21.5 FEET NORTHEAST OF THE
 LC1144'CENTER OF THE JUNCTION OF THE GRAVEL STREET AND THE NORTH BOUND
 LC1144'TRACK, 34.5 FEET NORTH OF A TELEPHONE POLE, ABOUT 0.5 FEET BELOW
 LC1144'THE LEVEL OF THE TRACK, AND IS A U.S.G.S. CAP RIVETED TO THE TOP
 LC1144'OF A METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9265 ***********************************************************************
 AF9265  CBN         -  This is a Cooperative Base Network Control Station.
 AF9265  DESIGNATION -  5939
 AF9265  PID         -  AF9265
 AF9265  STATE/COUNTY-  IL/KNOX
 AF9265  USGS QUAD   -  ABINGDON (1982)
 AF9265
 AF9265                         *CURRENT SURVEY CONTROL
 AF9265  ___________________________________________________________________
 AF9265* NAD 83(1997)-  40 47 35.95843(N)    090 24 17.82189(W)     ADJUSTED  
 AF9265* NAVD 88     -       221.3    (meters)     726.     (feet)  GPS OBS   
 AF9265  ___________________________________________________________________
 AF9265  X           -     -34,177.513 (meters)                     COMP
 AF9265  Y           -  -4,835,639.271 (meters)                     COMP
 AF9265  Z           -   4,145,196.895 (meters)                     COMP
 AF9265  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AF9265  ELLIP HEIGHT-         188.14  (meters)          (10/15/04) GPS OBS
 AF9265  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AF9265
 AF9265  HORZ ORDER  -  B
 AF9265  ELLP ORDER  -  FOURTH    CLASS II
 AF9265
 AF9265.The horizontal coordinates were established by GPS observations
 AF9265.and adjusted by the National Geodetic Survey in July 1998..
 AF9265
 AF9265.The orthometric height was determined by GPS observations and a
 AF9265.high-resolution geoid model.
 AF9265
 AF9265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9265
 AF9265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9265
 AF9265.The ellipsoidal height was determined by GPS observations
 AF9265.and is referenced to NAD 83.
 AF9265
 AF9265.The geoid height was determined by GEOID03.
 AF9265
 AF9265;                    North         East     Units Scale Factor Converg.
 AF9265;SPC IL W     -   458,102.186   679,890.625   MT  0.99994615   -0 09 20.4
 AF9265;SPC IL W     - 1,502,956.92  2,230,607.83   sFT  0.99994615   -0 09 20.4
 AF9265;UTM  15      - 4,519,054.724   718,939.046   MT  1.00019003   +1 41 46.0
 AF9265
 AF9265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9265!SPC IL W     -   0.99997049  x   0.99994615  =   0.99991664
 AF9265!UTM  15      -   0.99997049  x   1.00019003  =   1.00016051
 AF9265
 AF9265                          SUPERSEDED SURVEY CONTROL
 AF9265
 AF9265  ELLIP H (07/17/98)  188.16   (m)                       GP(       ) 4 1
 AF9265
 AF9265.Superseded values are not recommended for survey control.
 AF9265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9265.See file dsdata.txt to determine how the superseded data were derived.
 AF9265
 AF9265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF1893919055(NAD 83)
 AF9265_MARKER: I = METAL ROD
 AF9265_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9265_STAMPING: 5939
 AF9265_MARK LOGO: ILDT  
 AF9265_PROJECTION: RECESSED 10 CENTIMETERS
 AF9265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9265+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 AF9265_ROD/PIPE-DEPTH: 3.7  meters
 AF9265_SLEEVE-DEPTH  : 1.0 meters
 AF9265
 AF9265  HISTORY     - Date     Condition        Report By
 AF9265  HISTORY     - 1995     MONUMENTED       ASCPC
 AF9265  HISTORY     - 20031112 GOOD             BCA
 AF9265
 AF9265                          STATION DESCRIPTION
 AF9265
 AF9265'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AF9265'THE STATION IS LOCATED AT THE SOUTH EDGE OF ABBINGDON IN THE NORTHWEST
 AF9265'ANGLE OF THE T-INTERSECTION OF STATE ROUTE 41 AND BEHREND ROAD, IN THE
 AF9265'SOUTHEAST CORNER OF A LARGE OPEN FIELD AT THE AMERICAN LEGION HARRY E.
 AF9265'WILES POST 381 FACILITY, AND ON THE WEST RIGHT-OF-WAY OF ROUTE 41,
 AF9265'18.5 M (60.7 FT) WEST OF THE CENTER OF ROUTE 41, 26.6 M (87.3 FT)
 AF9265'NORTH OF THE CENTER OF BEHREND ROAD, 19.4 M (63.6 FT) NORTH-NORTHEAST
 AF9265'OF A CONCRETE RIGHT-OF-WAY MARKER, 32.4 M (106.3 FT) NORTH OF A POWER
 AF9265'POLE WITH 3 GUY WIRES ON THE SOUTH SIDE OF BEHREND ROAD, 13.8 M (45.3
 AF9265'FT) NORTHWEST OF THE CENTER OF A SEWER CATCH BASIN, AND ABOUT 1.5 M
 AF9265'(4.9 FT) HIGHER THAN THE HIGHWAY CENTER.
 AF9265
 AF9265                          STATION RECOVERY (2003)
 AF9265
 AF9265'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2003 (DGW)
 AF9265'MARK FOUND IN GOOD CONDITION, HOWEVER, THE NAME OF THE STREET IS
 AF9265'BERNARD STREET, NOT BEHREND ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0090 ***********************************************************************
 MG0090  DESIGNATION -  59.5 A
 MG0090  PID         -  MG0090
 MG0090  STATE/COUNTY-  IL/HENRY
 MG0090  USGS QUAD   -  GREEN ROCK (1992)
 MG0090
 MG0090                         *CURRENT SURVEY CONTROL
 MG0090  ___________________________________________________________________
 MG0090* NAD 83(1986)-  41 28 49.     (N)    090 20 54.     (W)     SCALED    
 MG0090* NAVD 88     -       174.532  (meters)     572.61   (feet)  ADJUSTED  
 MG0090  ___________________________________________________________________
 MG0090  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0090  DYNAMIC HT  -         174.465 (meters)     572.39  (feet)  COMP
 MG0090  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 MG0090
 MG0090  VERT ORDER  -  SECOND    CLASS 0
 MG0090
 MG0090.The horizontal coordinates were scaled from a topographic map and have
 MG0090.an estimated accuracy of +/- 6 seconds.
 MG0090
 MG0090.The orthometric height was determined by differential leveling
 MG0090.and adjusted by the National Geodetic Survey in June 1991..
 MG0090
 MG0090.The geoid height was determined by GEOID03.
 MG0090
 MG0090.The dynamic height is computed by dividing the NAVD 88
 MG0090.geopotential number by the normal gravity value computed on the
 MG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0090.degrees latitude (g = 980.6199 gals.).
 MG0090
 MG0090.The modeled gravity was interpolated from observed gravity values.
 MG0090
 MG0090;                    North         East    Units  Estimated Accuracy
 MG0090;SPC IL W     -   534,380.      684,830.      MT  (+/- 180 meters Scaled)
 MG0090
 MG0090                          SUPERSEDED SURVEY CONTROL
 MG0090
 MG0090  NGVD 29 (??/??/92)  174.611  (m)          572.87   (f) ADJ UNCH    2 0
 MG0090
 MG0090.Superseded values are not recommended for survey control.
 MG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0090.See file dsdata.txt to determine how the superseded data were derived.
 MG0090
 MG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF213954(NAD 83)
 MG0090_MARKER: DD = SURVEY DISK
 MG0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0090_SP_SET: WALL
 MG0090_STAMPING: ILL MISS CANAL 59.5A
 MG0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0090
 MG0090  HISTORY     - Date     Condition        Report By
 MG0090  HISTORY     - UNK      MONUMENTED       IRC
 MG0090  HISTORY     - 1935     GOOD             NGS
 MG0090  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0090  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0090
 MG0090                          STATION DESCRIPTION
 MG0090
 MG0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0090'AT COLONA.
 MG0090'AT COLONA, HENRY COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MG0090'PACIFIC RAILWAY, 10 POLES EAST OF THE STATION, 100 FEET
 MG0090'NORTHEAST OF A BRIDGE, AT ILLINOIS-MISSISSIPPI CANAL LOCK 28,
 MG0090'AND IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST WALL.  A
 MG0090'DISK, STAMPED ILL MISS CANAL 59.5A.
 MG0090
 MG0090                          STATION RECOVERY (1996)
 MG0090
 MG0090'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0090'MARK NOT FOUND.
 MG0090
 MG0090                          STATION RECOVERY (2001)
 MG0090
 MG0090'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0089 ***********************************************************************
 MG0089  DESIGNATION -  59.5 B
 MG0089  PID         -  MG0089
 MG0089  STATE/COUNTY-  IL/HENRY
 MG0089  USGS QUAD   -  GREEN ROCK (1992)
 MG0089
 MG0089                         *CURRENT SURVEY CONTROL
 MG0089  ___________________________________________________________________
 MG0089* NAD 83(1986)-  41 28 51.     (N)    090 20 54.     (W)     SCALED    
 MG0089* NAVD 88     -       176.363  (meters)     578.62   (feet)  ADJUSTED  
 MG0089  ___________________________________________________________________
 MG0089  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0089  DYNAMIC HT  -         176.295 (meters)     578.39  (feet)  COMP
 MG0089  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 MG0089
 MG0089  VERT ORDER  -  SECOND    CLASS 0
 MG0089
 MG0089.The horizontal coordinates were scaled from a topographic map and have
 MG0089.an estimated accuracy of +/- 6 seconds.
 MG0089
 MG0089.The orthometric height was determined by differential leveling
 MG0089.and adjusted by the National Geodetic Survey in June 1991..
 MG0089
 MG0089.The geoid height was determined by GEOID03.
 MG0089
 MG0089.The dynamic height is computed by dividing the NAVD 88
 MG0089.geopotential number by the normal gravity value computed on the
 MG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0089.degrees latitude (g = 980.6199 gals.).
 MG0089
 MG0089.The modeled gravity was interpolated from observed gravity values.
 MG0089
 MG0089;                    North         East    Units  Estimated Accuracy
 MG0089;SPC IL W     -   534,440.      684,830.      MT  (+/- 180 meters Scaled)
 MG0089
 MG0089                          SUPERSEDED SURVEY CONTROL
 MG0089
 MG0089  NGVD 29 (??/??/92)  176.443  (m)          578.88   (f) ADJ UNCH    2 0
 MG0089
 MG0089.Superseded values are not recommended for survey control.
 MG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0089.See file dsdata.txt to determine how the superseded data were derived.
 MG0089
 MG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF213955(NAD 83)
 MG0089_MARKER: DD = SURVEY DISK
 MG0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0089_SP_SET: STEP
 MG0089_STAMPING: ILL MISS CANAL 59.5B
 MG0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0089
 MG0089  HISTORY     - Date     Condition        Report By
 MG0089  HISTORY     - UNK      MONUMENTED       IRC
 MG0089  HISTORY     - 1935     GOOD             NGS
 MG0089  HISTORY     - 19880325 MARK NOT FOUND   USPSQD
 MG0089  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0089  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0089
 MG0089                          STATION DESCRIPTION
 MG0089
 MG0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0089'AT COLONA.
 MG0089'AT COLONA, HENRY COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0089'RAILWAY, 10 POLES EAST OF THE STATION, 100 FEET NORTHEAST OF A
 MG0089'BRIDGE, AT ILLINOIS-MISSISSIPPI CANAL LOCK 28, AND IN THE
 MG0089'TOP OF THE LOWER STEP AT THE BASE OF THE SOUTHWEST END OF THE
 MG0089'NORTHWEST WALL.  A DISK, STAMPED ILL MISS CANAL 59.5B.
 MG0089
 MG0089                          STATION RECOVERY (1988)
 MG0089
 MG0089'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0089'MARK NOT FOUND.
 MG0089
 MG0089                          STATION RECOVERY (1996)
 MG0089
 MG0089'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0089'MARK NOT FOUND.
 MG0089
 MG0089                          STATION RECOVERY (2001)
 MG0089
 MG0089'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1265 ***********************************************************************
 KA1265  DESIGNATION -  595.9
 KA1265  PID         -  KA1265
 KA1265  STATE/COUNTY-  IL/CLARK
 KA1265  USGS QUAD   -  DENNISON (1972)
 KA1265
 KA1265                         *CURRENT SURVEY CONTROL
 KA1265  ___________________________________________________________________
 KA1265* NAD 83(1986)-  39 29 29.     (N)    087 34 40.     (W)     SCALED    
 KA1265* NAVD 88     -       181.580  (meters)     595.73   (feet)  ADJUSTED  
 KA1265  ___________________________________________________________________
 KA1265  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KA1265  DYNAMIC HT  -         181.478 (meters)     595.40  (feet)  COMP
 KA1265  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 KA1265
 KA1265  VERT ORDER  -  SECOND    CLASS 0
 KA1265
 KA1265.The horizontal coordinates were scaled from a topographic map and have
 KA1265.an estimated accuracy of +/- 6 seconds.
 KA1265
 KA1265.The orthometric height was determined by differential leveling
 KA1265.and adjusted by the National Geodetic Survey in June 1991..
 KA1265
 KA1265.The geoid height was determined by GEOID03.
 KA1265
 KA1265.The dynamic height is computed by dividing the NAVD 88
 KA1265.geopotential number by the normal gravity value computed on the
 KA1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1265.degrees latitude (g = 980.6199 gals.).
 KA1265
 KA1265.The modeled gravity was interpolated from observed gravity values.
 KA1265
 KA1265;                    North         East    Units  Estimated Accuracy
 KA1265;SPC IL E     -   313,800.      365,000.      MT  (+/- 180 meters Scaled)
 KA1265
 KA1265                          SUPERSEDED SURVEY CONTROL
 KA1265
 KA1265  NGVD 29 (??/??/92)  181.68   (m)          596.1    (f) COMPUTED    2 0
 KA1265
 KA1265.Superseded values are not recommended for survey control.
 KA1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1265.See file dsdata.txt to determine how the superseded data were derived.
 KA1265
 KA1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ503714(NAD 83)
 KA1265_MARKER: DD = SURVEY DISK
 KA1265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1265_SP_SET: OAK TREE
 KA1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1265
 KA1265  HISTORY     - Date     Condition        Report By
 KA1265  HISTORY     - UNK      MONUMENTED       USGS
 KA1265  HISTORY     - 1934     GOOD             NGS
 KA1265
 KA1265                          STATION DESCRIPTION
 KA1265
 KA1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KA1265'2.4 MI NW FROM FARRINGTON.
 KA1265'2.4 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1265'STATION AT FARRINGTON, CLARK COUNTY, 0.5 MILE SOUTH OF FERREL, AT
 KA1265'A ROAD CROSSING, 55 FEET WEST OF THE TRACK, 10 FEET NORTH OF THE
 KA1265'ROAD, AND IN THE ROOT OF A 36-INCH OAK TREE.  A UNITED STATES
 KA1265'GEOLOGICAL SURVEY STANDARD COPPER NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0096 ***********************************************************************
 MF0096  DESIGNATION -  599.5
 MF0096  PID         -  MF0096
 MF0096  STATE/COUNTY-  IL/WILL
 MF0096  USGS QUAD   -  JOLIET (1993)
 MF0096
 MF0096                         *CURRENT SURVEY CONTROL
 MF0096  ___________________________________________________________________
 MF0096* NAD 83(1986)-  41 34 57.     (N)    088 03 37.     (W)     SCALED    
 MF0096* NAVD 88     -       182.825  (meters)     599.82   (feet)  ADJUSTED  
 MF0096  ___________________________________________________________________
 MF0096  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF0096  DYNAMIC HT  -         182.756 (meters)     599.59  (feet)  COMP
 MF0096  MODELED GRAV-     980,242.5   (mgal)                       NAVD 88
 MF0096
 MF0096  VERT ORDER  -  FIRST     CLASS II
 MF0096
 MF0096.The horizontal coordinates were scaled from a topographic map and have
 MF0096.an estimated accuracy of +/- 6 seconds.
 MF0096
 MF0096.The orthometric height was determined by differential leveling
 MF0096.and adjusted by the National Geodetic Survey in June 1991..
 MF0096
 MF0096.The geoid height was determined by GEOID03.
 MF0096
 MF0096.The dynamic height is computed by dividing the NAVD 88
 MF0096.geopotential number by the normal gravity value computed on the
 MF0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0096.degrees latitude (g = 980.6199 gals.).
 MF0096
 MF0096.The modeled gravity was interpolated from observed gravity values.
 MF0096
 MF0096;                    North         East    Units  Estimated Accuracy
 MF0096;SPC IL E     -   545,770.      322,770.      MT  (+/- 180 meters Scaled)
 MF0096
 MF0096                          SUPERSEDED SURVEY CONTROL
 MF0096
 MF0096  NGVD 29 (??/??/92)  182.916  (m)          600.12   (f) ADJ UNCH    1 2
 MF0096
 MF0096.Superseded values are not recommended for survey control.
 MF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0096.See file dsdata.txt to determine how the superseded data were derived.
 MF0096
 MF0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM116039(NAD 83)
 MF0096_MARKER: DD = SURVEY DISK
 MF0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0096_SP_SET: CURB
 MF0096_STAMPING: AUGUST 1947
 MF0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0096
 MF0096  HISTORY     - Date     Condition        Report By
 MF0096  HISTORY     - 1947     MONUMENTED       USGS
 MF0096  HISTORY     - 1947     GOOD             NGS
 MF0096
 MF0096                          STATION DESCRIPTION
 MF0096
 MF0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0096'0.5 MI SW FROM LOCKPORT.
 MF0096'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 4A FROM ITS INTERSECTION
 MF0096'WITH STATE HIGHWAY 7 AT LOCKPORT, AT THE NORTHEAST CORNER OF THE
 MF0096'INTERSECTION OF DIVISION STREET, SET ON THE TOP OF THE CONCRETE
 MF0096'CURB OF DIVISION STREET, 16.5 FEET EAST OF THE EAST CURB OF THE
 MF0096'HIGHWAY, 5.5 FEET SOUTHEAST OF A STOP SIGN, 7 FEET WEST OF THE
 MF0096'WEST EDGE OF THE SIDE WALK, AND ABOUT 1/2 FOOT ABOVE DIVISION ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0015 ***********************************************************************
 KB0015  DESIGNATION -  6
 KB0015  PID         -  KB0015
 KB0015  STATE/COUNTY-  IL/DOUGLAS
 KB0015  USGS QUAD   -  ARTHUR (1983)
 KB0015
 KB0015                         *CURRENT SURVEY CONTROL
 KB0015  ___________________________________________________________________
 KB0015* NAD 83(1986)-  39 42 38.     (N)    088 25 10.     (W)     SCALED    
 KB0015* NAVD 88     -       199.547  (meters)     654.68   (feet)  ADJUSTED  
 KB0015  ___________________________________________________________________
 KB0015  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB0015  DYNAMIC HT  -         199.438 (meters)     654.32  (feet)  COMP
 KB0015  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 KB0015
 KB0015  VERT ORDER  -  FIRST     CLASS II
 KB0015
 KB0015.The horizontal coordinates were scaled from a topographic map and have
 KB0015.an estimated accuracy of +/- 6 seconds.
 KB0015
 KB0015.The orthometric height was determined by differential leveling
 KB0015.and adjusted by the National Geodetic Survey in June 1991..
 KB0015
 KB0015.The geoid height was determined by GEOID03.
 KB0015
 KB0015.The dynamic height is computed by dividing the NAVD 88
 KB0015.geopotential number by the normal gravity value computed on the
 KB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0015.degrees latitude (g = 980.6199 gals.).
 KB0015
 KB0015.The modeled gravity was interpolated from observed gravity values.
 KB0015
 KB0015;                    North         East    Units  Estimated Accuracy
 KB0015;SPC IL E     -   337,870.      292,620.      MT  (+/- 180 meters Scaled)
 KB0015
 KB0015                          SUPERSEDED SURVEY CONTROL
 KB0015
 KB0015  NGVD 29 (??/??/92)  199.625  (m)          654.94   (f) ADJ UNCH    1 2
 KB0015
 KB0015.Superseded values are not recommended for survey control.
 KB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0015.See file dsdata.txt to determine how the superseded data were derived.
 KB0015
 KB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ783965(NAD 83)
 KB0015_MARKER: DD = SURVEY DISK
 KB0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0015+STABILITY: SURFACE MOTION
 KB0015
 KB0015  HISTORY     - Date     Condition        Report By
 KB0015  HISTORY     - UNK      MONUMENTED       ILHD
 KB0015  HISTORY     - 1933     GOOD             NGS
 KB0015  HISTORY     - 1973     MARK NOT FOUND   ILHD
 KB0015  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0015
 KB0015                          STATION DESCRIPTION
 KB0015
 KB0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0015'1.5 MI W FROM CHESTERVILLE.
 KB0015'ABOUT 1-1/2 MILES WEST OF CHESTERVILLE, DOUGLAS COUNTY, NEAR THE
 KB0015'RIGHT-OF-WAY LINE BETWEEN THE PENNSYLVANIA RAILROAD AND STATE
 KB0015'HIGHWAY 133, AND ON THE EAST RIGHT-OF-WAY LINE OF A
 KB0015'NORTH-AND-SOUTH ROAD.  THE TOP OF A VALVE, SET IN THE TOP OF A
 KB0015'CONCRETE POST.
 KB0015
 KB0015                          STATION RECOVERY (1973)
 KB0015
 KB0015'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0015'MARK NOT FOUND.
 KB0015
 KB0015                          STATION RECOVERY (1980)
 KB0015
 KB0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1965 ***********************************************************************
 ME1965  DESIGNATION -  6
 ME1965  PID         -  ME1965
 ME1965  STATE/COUNTY-  IL/COOK
 ME1965  USGS QUAD   -  LAKE CALUMET (1997)
 ME1965
 ME1965                         *CURRENT SURVEY CONTROL
 ME1965  ___________________________________________________________________
 ME1965* NAD 83(1986)-  41 43 47.     (N)    087 32 24.     (W)     SCALED    
 ME1965* NAVD 88     -       180.445  (meters)     592.01   (feet)  ADJUSTED  
 ME1965  ___________________________________________________________________
 ME1965  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1965  DYNAMIC HT  -         180.382 (meters)     591.80  (feet)  COMP
 ME1965  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 ME1965
 ME1965  VERT ORDER  -  FIRST     CLASS I
 ME1965
 ME1965.The horizontal coordinates were scaled from a topographic map and have
 ME1965.an estimated accuracy of +/- 6 seconds.
 ME1965
 ME1965.The orthometric height was determined by differential leveling
 ME1965.and adjusted by the National Geodetic Survey in April 1995..
 ME1965
 ME1965.The geoid height was determined by GEOID03.
 ME1965
 ME1965.The dynamic height is computed by dividing the NAVD 88
 ME1965.geopotential number by the normal gravity value computed on the
 ME1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1965.degrees latitude (g = 980.6199 gals.).
 ME1965
 ME1965.The modeled gravity was interpolated from observed gravity values.
 ME1965
 ME1965;                    North         East    Units  Estimated Accuracy
 ME1965;SPC IL E     -   562,390.      366,000.      MT  (+/- 180 meters Scaled)
 ME1965
 ME1965                          SUPERSEDED SURVEY CONTROL
 ME1965
 ME1965  NAVD 88 (06/15/91)  180.460  (m)          592.06   (f) UNKNOWN     1 1
 ME1965  NGVD 29 (01/19/93)  180.559  (m)          592.38   (f) ADJUSTED    1 1
 ME1965
 ME1965.Superseded values are not recommended for survey control.
 ME1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1965.See file dsdata.txt to determine how the superseded data were derived.
 ME1965
 ME1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM550199(NAD 83)
 ME1965_MARKER: Q = CHISELED SQUARE
 ME1965_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME1965+WITH SETTING: PAVEMENT
 ME1965_SP_SET: SILL
 ME1965_MARK LOGO: NONE  
 ME1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1965+STABILITY: SURFACE MOTION
 ME1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1965+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1965
 ME1965  HISTORY     - Date     Condition        Report By
 ME1965  HISTORY     - UNK      MONUMENTED       DOD
 ME1965  HISTORY     - 1973     GOOD             NGS
 ME1965  HISTORY     - 19920806 GOOD             NGS
 ME1965
 ME1965                          STATION DESCRIPTION
 ME1965
 ME1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ME1965'IN CHICAGO.
 ME1965'ABOUT 0.5 MILE NORTHEAST ALONG HARBOR AVENUE FROM THE JUNCTION OF 93RD
 ME1965'STREET, AT THE AVENUE O ENTRANCE TO THE U.S. STEEL CORPORATION
 ME1965'PROPERTY, CHISELED SQUARE ON THE TOP OF THE SOUTH END OF THE CONCRETE
 ME1965'WINDOW SILL OF THE CENTER WINDOW ON THE EAST SIDE OF THE SMALL BRICK
 ME1965'GUARD HOUSE AND ABOUT 4 FEET ABOVE THE GROUND.  NOTE-- THIS MARK IS
 ME1965'LOCATED AT CALUMET HARBOR IN CLAUMET CITY WHICH IS A SUBURB OF
 ME1965'CHICAGO.
 ME1965
 ME1965                          STATION RECOVERY (1992)
 ME1965
 ME1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1965'IN CHICAGO, AT THE INTERSECTION OF SOUTH O AND SOUTH HARBOR AVENUES, A
 ME1965'CHISELED SQUARE NEAR THE SOUTH END OF THE SECOND CONCRETE WINDOW SILL
 ME1965'0F THE 2ND WINDOW SOUTH OF THE CENTER DOOR ALONG THE EAST SIDE OF A
 ME1965'GUARD HOUSE, 40.6 M (133.2 FT) SOUTH OF THE EXTENDED CENTER OF HARBOR
 ME1965'AVENUE, 18.1 M (59.4 FT) SOUTH OF THE CENTER OF A GATE, 8.6 M
 ME1965'(28.2 FT) EAST OF THE EXTENDED CENTER OF O AVENUE, 3.0 M (9.8 FT)
 ME1965'SOUTH OF THE CENTER OF THE DOOR, AND 1.1 M (3.6 FT) ABOVE THE GROUND
 ME1965'SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY U.S. STEEL
 ME1965'CORPORATION, 3426 EAST 89TH STREET, CHICAGO IL, 60617, TELEPHONE
 ME1965'NUMBER (312) 933-2339.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0071 ***********************************************************************
 JC0071  DESIGNATION -  6
 JC0071  PID         -  JC0071
 JC0071  STATE/COUNTY-  IL/JERSEY
 JC0071  USGS QUAD   -  ELSAH (1991)
 JC0071
 JC0071                         *CURRENT SURVEY CONTROL
 JC0071  ___________________________________________________________________
 JC0071* NAD 83(1986)-  38 56 01.     (N)    090 18 29.     (W)     SCALED    
 JC0071* NAVD 88     -       128.72   (+/-2cm)     422.3    (feet)  VERTCON   
 JC0071  ___________________________________________________________________
 JC0071  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JC0071
 JC0071  VERT ORDER  -  ? (See Below)
 JC0071
 JC0071.The horizontal coordinates were scaled from a topographic map and have
 JC0071.an estimated accuracy of +/- 6 seconds.
 JC0071
 JC0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0071.The vertical order pertains to the NGVD 29 superseded value.
 JC0071
 JC0071.The geoid height was determined by GEOID03.
 JC0071
 JC0071;                    North         East    Units  Estimated Accuracy
 JC0071;SPC IL W     -   251,610.      687,740.      MT  (+/- 180 meters Scaled)
 JC0071
 JC0071                          SUPERSEDED SURVEY CONTROL
 JC0071
 JC0071  NGVD 29 (??/??/92)  128.839  (m)          422.70   (f) ADJ UNCH    ?  
 JC0071
 JC0071.Superseded values are not recommended for survey control.
 JC0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0071.See file dsdata.txt to determine how the superseded data were derived.
 JC0071
 JC0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD333128(NAD 83)
 JC0071_MARKER: B = BOLT
 JC0071_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JC0071_SP_SET: UNSPECIFIED ROCK
 JC0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0071
 JC0071  HISTORY     - Date     Condition        Report By
 JC0071  HISTORY     - UNK      MONUMENTED       DOD
 JC0071  HISTORY     - 1880     GOOD             DOD
 JC0071
 JC0071                          STATION DESCRIPTION
 JC0071
 JC0071'DESCRIBED BY US DEPARTMENT OF DEFENSE 1880
 JC0071'3.5 MI SE FROM ELSAH.
 JC0071'ABOUT 3-1/2 MILES BELOW THE OLD FLOUR MILL AT ELSAH, JERSEY
 JC0071'COUNTY, 10 YARDS WEST OF THE MOUTH OF A SMALL RAVINE COMING
 JC0071'OUT OF THE VALLEY FACING EAGLES NEST, NEAR THE HIGH-WATER MARK,
 JC0071'AND IN THE NATURAL FLAT ROCK FLUSH WITH THE SURFACE OF THE
 JC0071'GROUND.  A COPPER BOLT LEADED VERTICALLY INTO THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0491 ***********************************************************************
 LD0491  DESIGNATION -  6 LJ
 LD0491  PID         -  LD0491
 LD0491  STATE/COUNTY-  IL/HANCOCK
 LD0491  USGS QUAD   -  DALLAS CITY (1975)
 LD0491
 LD0491                         *CURRENT SURVEY CONTROL
 LD0491  ___________________________________________________________________
 LD0491* NAD 83(1986)-  40 37 39.     (N)    091 12 34.     (W)     SCALED    
 LD0491* NAVD 88     -       162.070  (meters)     531.72   (feet)  ADJUSTED  
 LD0491  ___________________________________________________________________
 LD0491  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0491  DYNAMIC HT  -         161.991 (meters)     531.47  (feet)  COMP
 LD0491  MODELED GRAV-     980,136.9   (mgal)                       NAVD 88
 LD0491
 LD0491  VERT ORDER  -  SECOND    CLASS 0
 LD0491
 LD0491.The horizontal coordinates were scaled from a topographic map and have
 LD0491.an estimated accuracy of +/- 6 seconds.
 LD0491
 LD0491.The orthometric height was determined by differential leveling
 LD0491.and adjusted by the National Geodetic Survey in June 1991..
 LD0491
 LD0491.The geoid height was determined by GEOID03.
 LD0491
 LD0491.The dynamic height is computed by dividing the NAVD 88
 LD0491.geopotential number by the normal gravity value computed on the
 LD0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0491.degrees latitude (g = 980.6199 gals.).
 LD0491
 LD0491.The modeled gravity was interpolated from observed gravity values.
 LD0491
 LD0491;                    North         East    Units  Estimated Accuracy
 LD0491;SPC IL W     -   440,180.      611,780.      MT  (+/- 180 meters Scaled)
 LD0491
 LD0491                          SUPERSEDED SURVEY CONTROL
 LD0491
 LD0491  NGVD 29 (??/??/92)  162.116  (m)          531.88   (f) ADJ UNCH    2 0
 LD0491
 LD0491.Superseded values are not recommended for survey control.
 LD0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0491.See file dsdata.txt to determine how the superseded data were derived.
 LD0491
 LD0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE514989(NAD 83)
 LD0491_MARKER: DB = BENCH MARK DISK
 LD0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0491_STAMPING: 6LJ 1928
 LD0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0491+STABILITY: SURFACE MOTION
 LD0491
 LD0491  HISTORY     - Date     Condition        Report By
 LD0491  HISTORY     - 1928     MONUMENTED       USGS
 LD0491  HISTORY     - 1943     GOOD             NGS
 LD0491
 LD0491                          STATION DESCRIPTION
 LD0491
 LD0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0491'AT PONTOOSUC.
 LD0491'AT PONTOOSUC, HANCOCK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 LD0491'FE RAILWAY, 0.3 MILE WEST OF THE STATION, 6 POLES EAST OF MILEPOST
 LD0491'227, 38 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 30 FEET
 LD0491'WEST OF THE CENTERLINE OF THE ROAD, AND 3.5 FEET LOWER THAN THE
 LD0491'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LD0491'6LJ 1928 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1165 ***********************************************************************
 JC1165  DESIGNATION -  6 LOCK 27 RM
 JC1165  PID         -  JC1165
 JC1165  STATE/COUNTY-  IL/MADISON
 JC1165  USGS QUAD   -  GRANITE CITY (1998)
 JC1165
 JC1165                         *CURRENT SURVEY CONTROL
 JC1165  ___________________________________________________________________
 JC1165* NAD 83(1986)-  38 42 06.     (N)    090 10 55.     (W)     SCALED    
 JC1165* NAVD 88     -       131.544  (meters)     431.57   (feet)  ADJUSTED  
 JC1165  ___________________________________________________________________
 JC1165  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC1165  DYNAMIC HT  -         131.461 (meters)     431.30  (feet)  COMP
 JC1165  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 JC1165
 JC1165  VERT ORDER  -  FIRST     CLASS II
 JC1165
 JC1165.The horizontal coordinates were scaled from a topographic map and have
 JC1165.an estimated accuracy of +/- 6 seconds.
 JC1165
 JC1165.The orthometric height was determined by differential leveling
 JC1165.and adjusted by the National Geodetic Survey in June 1991..
 JC1165
 JC1165.The geoid height was determined by GEOID03.
 JC1165
 JC1165.The dynamic height is computed by dividing the NAVD 88
 JC1165.geopotential number by the normal gravity value computed on the
 JC1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1165.degrees latitude (g = 980.6199 gals.).
 JC1165
 JC1165.The modeled gravity was interpolated from observed gravity values.
 JC1165
 JC1165;                    North         East    Units  Estimated Accuracy
 JC1165;SPC IL W     -   225,850.      698,670.      MT  (+/- 180 meters Scaled)
 JC1165
 JC1165                          SUPERSEDED SURVEY CONTROL
 JC1165
 JC1165  NGVD 29 (??/??/??)  131.510  (m)          431.46   (f) ADJUSTED    1 2
 JC1165
 JC1165.Superseded values are not recommended for survey control.
 JC1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1165.See file dsdata.txt to determine how the superseded data were derived.
 JC1165
 JC1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC450874(NAD 83)
 JC1165_MARKER: DD = SURVEY DISK
 JC1165_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JC1165_SP_SET: MASSIVE CONCRETE
 JC1165_STAMPING: RM 6
 JC1165_MARK LOGO: USE   
 JC1165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1165+STABILITY: POSITION/ELEVATION WELL
 JC1165
 JC1165  HISTORY     - Date     Condition        Report By
 JC1165  HISTORY     - UNK      MONUMENTED       DOD
 JC1165  HISTORY     - 1981     GOOD             NGS
 JC1165
 JC1165                          STATION DESCRIPTION
 JC1165
 JC1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1165'IN GRANITE CITY.
 JC1165'IN GRANITE CITY, AT THE U.S. ARMY CORPS OF ENGINEER LOCK NUMBER 27, AT
 JC1165'THE SOUTHWEST LOWER INTERMEDIATE BUILDING ON THE SOUTHEAST SIDE,
 JC1165'BETWEEN THE TWO LOCK CHANNELS, 8.08 METERS (26.5 FEET) NORTHEAST OF
 JC1165'THE EAST CORNER OF THE CONTROL BUILDING, 1.12 METERS (3.7 FEET)
 JC1165'NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTHEAST LOCK CHANNEL.
 JC1165'THE MARK IS ABOVE LEVEL WITH TOP OF LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0335 ***********************************************************************
 KC0335  DESIGNATION -  601
 KC0335  PID         -  KC0335
 KC0335  STATE/COUNTY-  IL/ADAMS
 KC0335  USGS QUAD   -  QUINCY WEST (1996)
 KC0335
 KC0335                         *CURRENT SURVEY CONTROL
 KC0335  ___________________________________________________________________
 KC0335* NAD 83(1986)-  39 56 04.     (N)    091 24 28.     (W)     SCALED    
 KC0335* NAVD 88     -       183.131  (meters)     600.82   (feet)  ADJUSTED  
 KC0335  ___________________________________________________________________
 KC0335  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KC0335  DYNAMIC HT  -         183.036 (meters)     600.51  (feet)  COMP
 KC0335  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 KC0335
 KC0335  VERT ORDER  -  FIRST     CLASS II
 KC0335
 KC0335.The horizontal coordinates were scaled from a topographic map and have
 KC0335.an estimated accuracy of +/- 6 seconds.
 KC0335
 KC0335.The orthometric height was determined by differential leveling
 KC0335.and adjusted by the National Geodetic Survey in June 1991..
 KC0335
 KC0335.The geoid height was determined by GEOID03.
 KC0335
 KC0335.The dynamic height is computed by dividing the NAVD 88
 KC0335.geopotential number by the normal gravity value computed on the
 KC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0335.degrees latitude (g = 980.6199 gals.).
 KC0335
 KC0335.The modeled gravity was interpolated from observed gravity values.
 KC0335
 KC0335;                    North         East    Units  Estimated Accuracy
 KC0335;SPC IL W     -   363,450.      593,920.      MT  (+/- 180 meters Scaled)
 KC0335
 KC0335                          SUPERSEDED SURVEY CONTROL
 KC0335
 KC0335  NGVD 29 (??/??/92)  183.215  (m)          601.10   (f) ADJ UNCH    1 2
 KC0335
 KC0335.Superseded values are not recommended for survey control.
 KC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0335.See file dsdata.txt to determine how the superseded data were derived.
 KC0335
 KC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE360216(NAD 83)
 KC0335_MARKER: DD = SURVEY DISK
 KC0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0335_SP_SET: STONE
 KC0335_STAMPING: ILLINOIS 601
 KC0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0335+STABILITY: SURFACE MOTION
 KC0335
 KC0335  HISTORY     - Date     Condition        Report By
 KC0335  HISTORY     - UNK      MONUMENTED       USGS
 KC0335  HISTORY     - 1933     GOOD             NGS
 KC0335
 KC0335                          STATION DESCRIPTION
 KC0335
 KC0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0335'AT QUINCY.
 KC0335'AT QUINCY, ADAMS COUNTY, AT THE SOUTHWEST CORNER OF THE COUNTY
 KC0335'COURTHOUSE, AND IN THE SOUTH FACE OF THE LOWER STONE OF THE
 KC0335'GUARDRAIL FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KC0335'DISK, STAMPED ILLINOIS 601 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0176 ***********************************************************************
 NJ0176  DESIGNATION -  606
 NJ0176  PID         -  NJ0176
 NJ0176  STATE/COUNTY-  IL/CARROLL
 NJ0176  USGS QUAD   -  SAVANNA (1990)
 NJ0176
 NJ0176                         *CURRENT SURVEY CONTROL
 NJ0176  ___________________________________________________________________
 NJ0176* NAD 83(1986)-  42 05 39.     (N)    090 09 19.     (W)     SCALED    
 NJ0176* NAVD 88     -       184.782  (meters)     606.24   (feet)  ADJUSTED  
 NJ0176  ___________________________________________________________________
 NJ0176  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NJ0176  DYNAMIC HT  -         184.718 (meters)     606.03  (feet)  COMP
 NJ0176  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 NJ0176
 NJ0176  VERT ORDER  -  FIRST     CLASS I
 NJ0176
 NJ0176.The horizontal coordinates were scaled from a topographic map and have
 NJ0176.an estimated accuracy of +/- 6 seconds.
 NJ0176
 NJ0176.The orthometric height was determined by differential leveling
 NJ0176.and adjusted by the National Geodetic Survey in June 1991..
 NJ0176
 NJ0176.The geoid height was determined by GEOID03.
 NJ0176
 NJ0176.The dynamic height is computed by dividing the NAVD 88
 NJ0176.geopotential number by the normal gravity value computed on the
 NJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0176.degrees latitude (g = 980.6199 gals.).
 NJ0176
 NJ0176.The modeled gravity was interpolated from observed gravity values.
 NJ0176
 NJ0176;                    North         East    Units  Estimated Accuracy
 NJ0176;SPC IL W     -   602,540.      700,940.      MT  (+/- 180 meters Scaled)
 NJ0176
 NJ0176                          SUPERSEDED SURVEY CONTROL
 NJ0176
 NJ0176  NGVD 29 (??/??/92)  184.813  (m)          606.34   (f) ADJ UNCH    1 1
 NJ0176
 NJ0176.Superseded values are not recommended for survey control.
 NJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0176.See file dsdata.txt to determine how the superseded data were derived.
 NJ0176
 NJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG352641(NAD 83)
 NJ0176_MARKER: DD = SURVEY DISK
 NJ0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0176_SP_SET: WATER TABLE
 NJ0176_STAMPING: 606 1934
 NJ0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0176+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NJ0176
 NJ0176  HISTORY     - Date     Condition        Report By
 NJ0176  HISTORY     - 1934     MONUMENTED       USGS
 NJ0176  HISTORY     - 1970     GOOD             NGS
 NJ0176  HISTORY     - 1977     GOOD             LOCSUR
 NJ0176  HISTORY     - 19950524 GOOD             USPSQD
 NJ0176  HISTORY     - 20011203 GOOD             NGS
 NJ0176  HISTORY     - 20030923 GOOD             USPSQD
 NJ0176
 NJ0176                          STATION DESCRIPTION
 NJ0176
 NJ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0176'AT SAVANNA.
 NJ0176'AT SAVANNA, 0.7 FOOT WEST OF THE NORTHEAST CORNER OF THE POST
 NJ0176'OFFICE BUILDING, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 3RD
 NJ0176'STREET AND MADISON STREET, 50 FEET WEST OF THE CENTER LINE OF 3RD
 NJ0176'STREET, 50 FEET SOUTH OF THE CENTER LINE OF MADISON STREET, SET
 NJ0176'VERTICALLY IN THE NORTH FACE OF THE STONE WATER TABLE AT THE
 NJ0176'NORTHEAST CORNER OF THE POST OFFICE, 2.7 FEET ABOVE THE LEVEL OF
 NJ0176'THE GROUND, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE STREETS.
 NJ0176'SECTION 9, T24N, R3E
 NJ0176
 NJ0176                          STATION RECOVERY (1977)
 NJ0176
 NJ0176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NJ0176'RECOVERED IN GOOD CONDITION.
 NJ0176
 NJ0176                          STATION RECOVERY (1995)
 NJ0176
 NJ0176'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0176'RECOVERED IN GOOD CONDITION.
 NJ0176
 NJ0176                          STATION RECOVERY (2001)
 NJ0176
 NJ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0176
 NJ0176                          STATION RECOVERY (2003)
 NJ0176
 NJ0176'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0983 ***********************************************************************
 KB0983  DESIGNATION -  610
 KB0983  PID         -  KB0983
 KB0983  STATE/COUNTY-  IL/MENARD
 KB0983  USGS QUAD   -  SALISBURY (1970)
 KB0983
 KB0983                         *CURRENT SURVEY CONTROL
 KB0983  ___________________________________________________________________
 KB0983* NAD 83(1986)-  39 59 05.     (N)    089 47 38.     (W)     SCALED    
 KB0983* NAVD 88     -       185.943  (meters)     610.05   (feet)  ADJUSTED  
 KB0983  ___________________________________________________________________
 KB0983  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KB0983  DYNAMIC HT  -         185.847 (meters)     609.73  (feet)  COMP
 KB0983  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KB0983
 KB0983  VERT ORDER  -  SECOND    CLASS 0
 KB0983
 KB0983.The horizontal coordinates were scaled from a topographic map and have
 KB0983.an estimated accuracy of +/- 6 seconds.
 KB0983
 KB0983.The orthometric height was determined by differential leveling
 KB0983.and adjusted by the National Geodetic Survey in June 1991..
 KB0983
 KB0983.The geoid height was determined by GEOID03.
 KB0983
 KB0983.The dynamic height is computed by dividing the NAVD 88
 KB0983.geopotential number by the normal gravity value computed on the
 KB0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0983.degrees latitude (g = 980.6199 gals.).
 KB0983
 KB0983.The modeled gravity was interpolated from observed gravity values.
 KB0983
 KB0983;                    North         East    Units  Estimated Accuracy
 KB0983;SPC IL W     -   368,360.      731,840.      MT  (+/- 180 meters Scaled)
 KB0983
 KB0983                          SUPERSEDED SURVEY CONTROL
 KB0983
 KB0983  NGVD 29 (??/??/92)  186.04   (m)          610.4    (f) COMPUTED    2 0
 KB0983
 KB0983.Superseded values are not recommended for survey control.
 KB0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0983.See file dsdata.txt to determine how the superseded data were derived.
 KB0983
 KB0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK614298(NAD 83)
 KB0983_MARKER: DB = BENCH MARK DISK
 KB0983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0983_SP_SET: BUILDING
 KB0983_STAMPING: 610 ADJ 1905
 KB0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0983
 KB0983  HISTORY     - Date     Condition        Report By
 KB0983  HISTORY     - 1905     MONUMENTED       USGS
 KB0983  HISTORY     - 1934     GOOD             NGS
 KB0983
 KB0983                          STATION DESCRIPTION
 KB0983
 KB0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KB0983'AT TICE.
 KB0983'AT TICE, MENARD COUNTY, AT THE PUBLIC SCHOOL, IN THE NORTH FACE
 KB0983'OF THE BRICK FOUNDATION, AND 12 FEET EAST OF THE NORTHWEST CORNER
 KB0983'OF THE BUILDING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KB0983'DISK, STAMPED 610 ADJ 1905 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1161 ***********************************************************************
 LC1161  DESIGNATION -  611
 LC1161  PID         -  LC1161
 LC1161  STATE/COUNTY-  IL/LOGAN
 LC1161  USGS QUAD   -  LINCOLN EAST (1980)
 LC1161
 LC1161                         *CURRENT SURVEY CONTROL
 LC1161  ___________________________________________________________________
 LC1161* NAD 83(1986)-  40 08 33.     (N)    089 15 13.     (W)     SCALED    
 LC1161* NAVD 88     -       186.088  (meters)     610.52   (feet)  ADJUSTED  
 LC1161  ___________________________________________________________________
 LC1161  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LC1161  DYNAMIC HT  -         185.993 (meters)     610.21  (feet)  COMP
 LC1161  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 LC1161
 LC1161  VERT ORDER  -  SECOND    CLASS 0
 LC1161
 LC1161.The horizontal coordinates were scaled from a topographic map and have
 LC1161.an estimated accuracy of +/- 6 seconds.
 LC1161
 LC1161.The orthometric height was determined by differential leveling
 LC1161.and adjusted by the National Geodetic Survey in June 1991..
 LC1161
 LC1161.The geoid height was determined by GEOID03.
 LC1161
 LC1161.The dynamic height is computed by dividing the NAVD 88
 LC1161.geopotential number by the normal gravity value computed on the
 LC1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1161.degrees latitude (g = 980.6199 gals.).
 LC1161
 LC1161.The modeled gravity was interpolated from observed gravity values.
 LC1161
 LC1161;                    North         East    Units  Estimated Accuracy
 LC1161;SPC IL W     -   386,210.      777,800.      MT  (+/- 180 meters Scaled)
 LC1161
 LC1161                          SUPERSEDED SURVEY CONTROL
 LC1161
 LC1161  NGVD 29 (??/??/92)  186.167  (m)          610.78   (f) ADJ UNCH    2 0
 LC1161
 LC1161.Superseded values are not recommended for survey control.
 LC1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1161.See file dsdata.txt to determine how the superseded data were derived.
 LC1161
 LC1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK080460(NAD 83)
 LC1161_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LC1161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LC1161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LC1161_STAMPING: 611 1909
 LC1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1161
 LC1161  HISTORY     - Date     Condition        Report By
 LC1161  HISTORY     - 1909     MONUMENTED       USGS
 LC1161  HISTORY     - 1934     GOOD             NGS
 LC1161
 LC1161                          STATION DESCRIPTION
 LC1161
 LC1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LC1161'AT SKELTON.
 LC1161'AT SKELTON, LOGAN COUNTY, 48 YARDS WEST OF THE ILLINOIS CENTRAL
 LC1161'RAILROAD STATION, AT A PUBLIC-ROAD CROSSING, 30 FEET WEST OF THE
 LC1161'CENTERLINE OF THE ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE
 LC1161'TRACK, 2 FEET SOUTH OF A POINT 2 FEET WEST OF A RIGHT-OF-WAY FENCE
 LC1161'CORNER, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A UNITED STATES
 LC1161'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 611 1909 AND RIVETED ON
 LC1161'THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0015 ***********************************************************************
 KC0015  DESIGNATION -  612
 KC0015  PID         -  KC0015
 KC0015  STATE/COUNTY-  IL/MORGAN
 KC0015  USGS QUAD   -  JACKSONVILLE (1983)
 KC0015
 KC0015                         *CURRENT SURVEY CONTROL
 KC0015  ___________________________________________________________________
 KC0015* NAD 83(1986)-  39 44 08.     (N)    090 13 51.     (W)     SCALED    
 KC0015* NAVD 88     -       186.659  (meters)     612.40   (feet)  ADJUSTED  
 KC0015  ___________________________________________________________________
 KC0015  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0015  DYNAMIC HT  -         186.556 (meters)     612.06  (feet)  COMP
 KC0015  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 KC0015
 KC0015  VERT ORDER  -  FIRST     CLASS II
 KC0015
 KC0015.The horizontal coordinates were scaled from a topographic map and have
 KC0015.an estimated accuracy of +/- 6 seconds.
 KC0015
 KC0015.The orthometric height was determined by differential leveling
 KC0015.and adjusted by the National Geodetic Survey in June 1991..
 KC0015
 KC0015.The geoid height was determined by GEOID03.
 KC0015
 KC0015.The dynamic height is computed by dividing the NAVD 88
 KC0015.geopotential number by the normal gravity value computed on the
 KC0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0015.degrees latitude (g = 980.6199 gals.).
 KC0015
 KC0015.The modeled gravity was interpolated from observed gravity values.
 KC0015
 KC0015;                    North         East    Units  Estimated Accuracy
 KC0015;SPC IL W     -   340,630.      694,500.      MT  (+/- 180 meters Scaled)
 KC0015
 KC0015                          SUPERSEDED SURVEY CONTROL
 KC0015
 KC0015  NGVD 29 (??/??/92)  186.779  (m)          612.79   (f) ADJ UNCH    1 2
 KC0015
 KC0015.Superseded values are not recommended for survey control.
 KC0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0015.See file dsdata.txt to determine how the superseded data were derived.
 KC0015
 KC0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE373020(NAD 83)
 KC0015_MARKER: DD = SURVEY DISK
 KC0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0015_SP_SET: STEPS
 KC0015_STAMPING: ILL 612 1921
 KC0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0015
 KC0015  HISTORY     - Date     Condition        Report By
 KC0015  HISTORY     - 1921     MONUMENTED       USGS
 KC0015  HISTORY     - 1944     GOOD             NGS
 KC0015  HISTORY     - 1989     GOOD             USPSQD
 KC0015
 KC0015                          STATION DESCRIPTION
 KC0015
 KC0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KC0015'AT JACKSONVILLE.
 KC0015'AT JACKSONVILLE, MORGAN COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 KC0015'EAST ENTRANCE, IN THE SOUTH FACE OF THE STONE SUPPORT OF THE
 KC0015'STEPS, AND 1.2 FEET ABOVE THE GROUND.  A UNITES STATES
 KC0015'GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILL 612 1921 AND SET
 KC0015'VERTICALLY.
 KC0015
 KC0015                          STATION RECOVERY (1989)
 KC0015
 KC0015'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMC)
 KC0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0710 ***********************************************************************
 KB0710  DESIGNATION -  612.83
 KB0710  PID         -  KB0710
 KB0710  STATE/COUNTY-  IL/CHRISTIAN
 KB0710  USGS QUAD   -  TAYLORVILLE (1982)
 KB0710
 KB0710                         *CURRENT SURVEY CONTROL
 KB0710  ___________________________________________________________________
 KB0710* NAD 83(1986)-  39 32 57.     (N)    089 17 03.     (W)     SCALED    
 KB0710* NAVD 88     -       186.482  (meters)     611.82   (feet)  ADJUSTED  
 KB0710  ___________________________________________________________________
 KB0710  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB0710  DYNAMIC HT  -         186.377 (meters)     611.47  (feet)  COMP
 KB0710  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 KB0710
 KB0710  VERT ORDER  -  SECOND    CLASS 0
 KB0710
 KB0710.The horizontal coordinates were scaled from a topographic map and have
 KB0710.an estimated accuracy of +/- 6 seconds.
 KB0710
 KB0710.The orthometric height was determined by differential leveling
 KB0710.and adjusted by the National Geodetic Survey in June 1991..
 KB0710
 KB0710.The geoid height was determined by GEOID03.
 KB0710
 KB0710.The dynamic height is computed by dividing the NAVD 88
 KB0710.geopotential number by the normal gravity value computed on the
 KB0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0710.degrees latitude (g = 980.6199 gals.).
 KB0710
 KB0710.The modeled gravity was interpolated from observed gravity values.
 KB0710
 KB0710;                    North         East    Units  Estimated Accuracy
 KB0710;SPC IL W     -   320,310.      775,850.      MT  (+/- 180 meters Scaled)
 KB0710
 KB0710                          SUPERSEDED SURVEY CONTROL
 KB0710
 KB0710  NGVD 29 (??/??/92)  186.577  (m)          612.13   (f) ADJ UNCH    2 0
 KB0710
 KB0710.Superseded values are not recommended for survey control.
 KB0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0710.See file dsdata.txt to determine how the superseded data were derived.
 KB0710
 KB0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ037802(NAD 83)
 KB0710_MARKER: Q = CHISELED SQUARE
 KB0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0710_SP_SET: CULVERT
 KB0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0710
 KB0710  HISTORY     - Date     Condition        Report By
 KB0710  HISTORY     - UNK      MONUMENTED       USGS
 KB0710  HISTORY     - 1935     GOOD             NGS
 KB0710
 KB0710                          STATION DESCRIPTION
 KB0710
 KB0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0710'AT TAYLORVILLE.
 KB0710'AT TAYLORVILLE, CHRISTIAN COUNTY, ON THE BALTIMORE AND OHIO
 KB0710'RAILROAD, 0.1 MILE EAST OF THE CROSSING OF THE WABASH RAILROAD,
 KB0710'AT POLE 155/05, AT A 36-INCH CAST-IRON PIPE CULVERT, AND ON THE
 KB0710'NORTHWEST CORNER OF THE NORTH CONCRETE HEADWALL.  A CHISELED
 KB0710'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0024 ***********************************************************************
 LD0024  DESIGNATION -  615
 LD0024  PID         -  LD0024
 LD0024  STATE/COUNTY-  IL/KNOX
 LD0024  USGS QUAD   -  APPLETON (1982)
 LD0024
 LD0024                         *CURRENT SURVEY CONTROL
 LD0024  ___________________________________________________________________
 LD0024* NAD 83(1986)-  40 55 58.     (N)    090 10 36.     (W)     SCALED    
 LD0024* NAVD 88     -       187.043  (meters)     613.66   (feet)  ADJUSTED  
 LD0024  ___________________________________________________________________
 LD0024  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0024  DYNAMIC HT  -         186.960 (meters)     613.38  (feet)  COMP
 LD0024  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 LD0024
 LD0024  VERT ORDER  -  SECOND    CLASS 0
 LD0024
 LD0024.The horizontal coordinates were scaled from a topographic map and have
 LD0024.an estimated accuracy of +/- 6 seconds.
 LD0024
 LD0024.The orthometric height was determined by differential leveling
 LD0024.and adjusted by the National Geodetic Survey in June 1991..
 LD0024
 LD0024.The geoid height was determined by GEOID03.
 LD0024
 LD0024.The dynamic height is computed by dividing the NAVD 88
 LD0024.geopotential number by the normal gravity value computed on the
 LD0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0024.degrees latitude (g = 980.6199 gals.).
 LD0024
 LD0024.The modeled gravity was interpolated from observed gravity values.
 LD0024
 LD0024;                    North         East    Units  Estimated Accuracy
 LD0024;SPC IL W     -   473,560.      699,160.      MT  (+/- 180 meters Scaled)
 LD0024
 LD0024                          SUPERSEDED SURVEY CONTROL
 LD0024
 LD0024  NGVD 29 (??/??/92)  187.108  (m)          613.87   (f) ADJ UNCH    2 0
 LD0024
 LD0024.Superseded values are not recommended for survey control.
 LD0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0024.See file dsdata.txt to determine how the superseded data were derived.
 LD0024
 LD0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF377351(NAD 83)
 LD0024_MARKER: Q = CHISELED SQUARE
 LD0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0024_SP_SET: BRIDGE
 LD0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0024
 LD0024  HISTORY     - Date     Condition        Report By
 LD0024  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0024  HISTORY     - 1935     GOOD             NGS
 LD0024  HISTORY     - 19971031 GOOD             USPSQD
 LD0024
 LD0024                          STATION DESCRIPTION
 LD0024
 LD0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0024'0.9 MI W FROM APPLETON.
 LD0024'0.9 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0024'FROM THE STATION AT APPLETON, KNOX COUNTY, AT BRIDGE 166 C, ON
 LD0024'THE TOP OF THE NORTHWEST CORNER OF THE NORTH END OF THE EAST
 LD0024'ABUTMENT.  A CHISELED SQUARE.
 LD0024
 LD0024                          STATION RECOVERY (1997)
 LD0024
 LD0024'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0020 ***********************************************************************
 LD0020  DESIGNATION -  616
 LD0020  PID         -  LD0020
 LD0020  STATE/COUNTY-  IL/KNOX
 LD0020  USGS QUAD   -  WILLIAMSFIELD (1982)
 LD0020
 LD0020                         *CURRENT SURVEY CONTROL
 LD0020  ___________________________________________________________________
 LD0020* NAD 83(1986)-  40 55 29.     (N)    090 05 27.     (W)     SCALED    
 LD0020* NAVD 88     -       187.523  (meters)     615.23   (feet)  ADJUSTED  
 LD0020  ___________________________________________________________________
 LD0020  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0020  DYNAMIC HT  -         187.440 (meters)     614.96  (feet)  COMP
 LD0020  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 LD0020
 LD0020  VERT ORDER  -  SECOND    CLASS 0
 LD0020
 LD0020.The horizontal coordinates were scaled from a topographic map and have
 LD0020.an estimated accuracy of +/- 6 seconds.
 LD0020
 LD0020.The orthometric height was determined by differential leveling
 LD0020.and adjusted by the National Geodetic Survey in June 1991..
 LD0020
 LD0020.The geoid height was determined by GEOID03.
 LD0020
 LD0020.The dynamic height is computed by dividing the NAVD 88
 LD0020.geopotential number by the normal gravity value computed on the
 LD0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0020.degrees latitude (g = 980.6199 gals.).
 LD0020
 LD0020.The modeled gravity was interpolated from observed gravity values.
 LD0020
 LD0020;                    North         East    Units  Estimated Accuracy
 LD0020;SPC IL W     -   472,670.      706,390.      MT  (+/- 180 meters Scaled)
 LD0020
 LD0020                          SUPERSEDED SURVEY CONTROL
 LD0020
 LD0020  NGVD 29 (??/??/92)  187.592  (m)          615.46   (f) ADJ UNCH    2 0
 LD0020
 LD0020.Superseded values are not recommended for survey control.
 LD0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0020.See file dsdata.txt to determine how the superseded data were derived.
 LD0020
 LD0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF449344(NAD 83)
 LD0020_MARKER: Q = CHISELED SQUARE
 LD0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0020_SP_SET: BRIDGE
 LD0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0020
 LD0020  HISTORY     - Date     Condition        Report By
 LD0020  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0020  HISTORY     - 1935     GOOD             NGS
 LD0020  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 LD0020
 LD0020                          STATION DESCRIPTION
 LD0020
 LD0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0020'1.5 MI E FROM DAHINDA.
 LD0020'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0020'FROM THE STATION AT DEHINDA, KNOX COUNTY, AT BRIDGE 162 B, AND
 LD0020'ON THE TOP OF THE NORTH END OF THE EAST PARAPET WALL.  A CHISELED
 LD0020'SQUARE.
 LD0020
 LD0020                          STATION RECOVERY (1997)
 LD0020
 LD0020'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0177 ***********************************************************************
 NJ0177  DESIGNATION -  62
 NJ0177  PID         -  NJ0177
 NJ0177  STATE/COUNTY-  IL/CARROLL
 NJ0177  USGS QUAD   -  SAVANNA (1990)
 NJ0177
 NJ0177                         *CURRENT SURVEY CONTROL
 NJ0177  ___________________________________________________________________
 NJ0177* NAD 83(1986)-  42 05 38.     (N)    090 09 29.     (W)     SCALED    
 NJ0177* NAVD 88     -       180.338  (meters)     591.66   (feet)  ADJUSTED  
 NJ0177  ___________________________________________________________________
 NJ0177  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NJ0177  DYNAMIC HT  -         180.276 (meters)     591.46  (feet)  COMP
 NJ0177  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 NJ0177
 NJ0177  VERT ORDER  -  FIRST     CLASS I
 NJ0177
 NJ0177.The horizontal coordinates were scaled from a topographic map and have
 NJ0177.an estimated accuracy of +/- 6 seconds.
 NJ0177
 NJ0177.The orthometric height was determined by differential leveling
 NJ0177.and adjusted by the National Geodetic Survey in June 1991..
 NJ0177
 NJ0177.The geoid height was determined by GEOID03.
 NJ0177
 NJ0177.The dynamic height is computed by dividing the NAVD 88
 NJ0177.geopotential number by the normal gravity value computed on the
 NJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0177.degrees latitude (g = 980.6199 gals.).
 NJ0177
 NJ0177.The modeled gravity was interpolated from observed gravity values.
 NJ0177
 NJ0177;                    North         East    Units  Estimated Accuracy
 NJ0177;SPC IL W     -   602,510.      700,710.      MT  (+/- 180 meters Scaled)
 NJ0177
 NJ0177                          SUPERSEDED SURVEY CONTROL
 NJ0177
 NJ0177  NGVD 29 (??/??/92)  180.368  (m)          591.76   (f) ADJ UNCH    1 1
 NJ0177
 NJ0177.Superseded values are not recommended for survey control.
 NJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0177.See file dsdata.txt to determine how the superseded data were derived.
 NJ0177
 NJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350641(NAD 83)
 NJ0177_MARKER: B = BOLT
 NJ0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0177_SP_SET: FOUNDATION
 NJ0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0177
 NJ0177  HISTORY     - Date     Condition        Report By
 NJ0177  HISTORY     - UNK      MONUMENTED       DOD
 NJ0177  HISTORY     - 1970     GOOD             NGS
 NJ0177  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NJ0177  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 NJ0177
 NJ0177                          STATION DESCRIPTION
 NJ0177
 NJ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0177'0.2 MI W FROM SAVANNA.
 NJ0177'ABOUT 0.2 MILE WEST ALONG MADISON STREET FROM THE POST OFFICE AT
 NJ0177'SAVANNA, 73 YARDS NORTH OF THE EXTENDED CENTER LINE OF THE STREET,
 NJ0177'95 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE BURLINGTON
 NJ0177'NORTHERN RAILROAD, 103 FEET SOUTH OF THE SOUTH EDGE OF THE MOST
 NJ0177'SOUTHERLY OF 5 GRAIN ELEVATORS, 1.0 FOOT NORTH OF THE SOUTH END
 NJ0177'OF THE BRICK WALL ON THE NORTH SIDE OF A BRICK SMOKE STACK, A
 NJ0177'COPPER BOLT LEADED IN THE TOP AND 3 FEET NORTH OF THE SOUTHEAST
 NJ0177'CORNER OF AN OLD FOUNDATION, ABOUT 3 FEET BELOW THE LEVEL OF THE
 NJ0177'TRACK.  NOTE-- THE MARK IS SET HORIZONTALLY.  NOTE-- THE ENGINE
 NJ0177'ROOM HAS BEEN TORN DOWN AND ALL THAT REMAINS IS THE FOUNDATION AND
 NJ0177'THE SMOKE STACK.  SEC 9, T24N, R3E
 NJ0177
 NJ0177                          STATION RECOVERY (2001)
 NJ0177
 NJ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0177
 NJ0177                          STATION RECOVERY (2003)
 NJ0177
 NJ0177'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 NJ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1460 ***********************************************************************
 MF1460  DESIGNATION -  620
 MF1460  PID         -  MF1460
 MF1460  STATE/COUNTY-  IL/LA SALLE
 MF1460  USGS QUAD   -  WEDRON (1970)
 MF1460
 MF1460                         *CURRENT SURVEY CONTROL
 MF1460  ___________________________________________________________________
 MF1460* NAD 83(1997)-  41 29 05.88545(N)    088 45 10.23011(W)     ADJUSTED  
 MF1460* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 MF1460  ___________________________________________________________________
 MF1460  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 MF1460  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF1460
 MF1460  HORZ ORDER  -  SECOND
 MF1460
 MF1460.The horizontal coordinates were established by classical geodetic methods
 MF1460.and adjusted by the National Geodetic Survey in October 1999..
 MF1460
 MF1460.The orthometric height was scaled from a topographic map.
 MF1460
 MF1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1460
 MF1460.The geoid height was determined by GEOID03.
 MF1460
 MF1460;                    North         East     Units Scale Factor Converg.
 MF1460;SPC IL E     -   534,985.300   264,965.397   MT  0.99999010   -0 16 40.4
 MF1460;SPC IL E     - 1,755,197.61    869,307.31   sFT  0.99999010   -0 16 40.4
 MF1460;UTM  16      - 4,594,078.409   353,666.313   MT  0.99986353   -1 09 40.8
 MF1460
 MF1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1460!SPC IL E     -   0.99997508  x   0.99999010  =   0.99996518
 MF1460!UTM  16      -   0.99997508  x   0.99986353  =   0.99983862
 MF1460
 MF1460                          SUPERSEDED SURVEY CONTROL
 MF1460
 MF1460  NAD 83(1997)-  41 29 05.88946(N)    088 45 10.23974(W) AD(       ) 2
 MF1460  NAD 83(1986)-  41 29 05.89047(N)    088 45 10.23888(W) AD(       ) 2
 MF1460  NAD 27      -  41 29 05.77770(N)    088 45 09.97070(W) AD(       ) 2
 MF1460
 MF1460.Superseded values are not recommended for survey control.
 MF1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1460.See file dsdata.txt to determine how the superseded data were derived.
 MF1460
 MF1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5366694078(NAD 83)
 MF1460_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MF1460_SETTING: 0 = UNSPECIFIED SETTING
 MF1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1460+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002
 MF1460
 MF1460  HISTORY     - Date     Condition        Report By
 MF1460  HISTORY     - 1954     MONUMENTED       USGS
 MF1460  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF1460  HISTORY     - 20021023 GOOD             USPSQD
 MF1460
 MF1460                          STATION DESCRIPTION
 MF1460
 MF1460'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MF1460'(USGS) BM IS 38 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 52, 33
 MF1460'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 23 FEET NORTH OF A
 MF1460'POWER LINE POLE AND 5 FEET EAST OF A FENCE CORNER AND RIGHT-OF-WAY
 MF1460'MARKER.  THE MARK IS A 4 INCH IRON PIPE THAT PROJECTS 4 INCHES
 MF1460'WITH A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK ATOP
 MF1460'STAMPED ILL. 620 (FEET ELEVATION).
 MF1460'TO REACH THE STATION FROM THE RAILROAD CROSSING IN SERENA GO
 MF1460'WEST ON U.S. HIGHWAY 52 FOR 0.65 MILE TO THE AZIMUTH MARK ON
 MF1460'THE LEFT AS DESCRIBED.  CONTINUE WEST ON HIGHWAY 52 FOR 0.3 MILE
 MF1460'TO A GRAVEL CROSSROAD AND THE BENCH MARK ON THE LEFT AS DESCRIBED.
 MF1460
 MF1460                          STATION RECOVERY (1997)
 MF1460
 MF1460'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1460'MARK NOT FOUND.
 MF1460
 MF1460                          STATION RECOVERY (2002)
 MF1460
 MF1460'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0672 ***********************************************************************
 HB0672  DESIGNATION -  620 RESET
 HB0672  PID         -  HB0672
 HB0672  STATE/COUNTY-  IL/UNION
 HB0672  USGS QUAD   -  COBDEN (1996)
 HB0672
 HB0672                         *CURRENT SURVEY CONTROL
 HB0672  ___________________________________________________________________
 HB0672* NAD 83(1986)-  37 31 55.     (N)    089 15 12.     (W)     SCALED    
 HB0672* NAVD 88     -       187.836  (meters)     616.26   (feet)  ADJUSTED  
 HB0672  ___________________________________________________________________
 HB0672  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HB0672  DYNAMIC HT  -         187.702 (meters)     615.82  (feet)  COMP
 HB0672  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 HB0672
 HB0672  VERT ORDER  -  FIRST     CLASS I
 HB0672
 HB0672.The horizontal coordinates were scaled from a topographic map and have
 HB0672.an estimated accuracy of +/- 6 seconds.
 HB0672
 HB0672.The orthometric height was determined by differential leveling
 HB0672.and adjusted by the National Geodetic Survey in June 1991..
 HB0672
 HB0672.The geoid height was determined by GEOID03.
 HB0672
 HB0672.The dynamic height is computed by dividing the NAVD 88
 HB0672.geopotential number by the normal gravity value computed on the
 HB0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0672.degrees latitude (g = 980.6199 gals.).
 HB0672
 HB0672.The modeled gravity was interpolated from observed gravity values.
 HB0672
 HB0672;                    North         East    Units  Estimated Accuracy
 HB0672;SPC IL W     -    96,410.      780,720.      MT  (+/- 180 meters Scaled)
 HB0672
 HB0672                          SUPERSEDED SURVEY CONTROL
 HB0672
 HB0672  NGVD 29 (??/??/??)  187.861  (m)          616.34   (f) ADJUSTED    1 1
 HB0672
 HB0672.Superseded values are not recommended for survey control.
 HB0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0672.See file dsdata.txt to determine how the superseded data were derived.
 HB0672
 HB0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG008562(NAD 83)
 HB0672_MARKER: DD = SURVEY DISK
 HB0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0672_SP_SET: BUILDING
 HB0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0672
 HB0672  HISTORY     - Date     Condition        Report By
 HB0672  HISTORY     - 1934     MONUMENTED       ILHD
 HB0672  HISTORY     - 1969     GOOD             CGS
 HB0672
 HB0672                          STATION DESCRIPTION
 HB0672
 HB0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0672'AT COBDEN.
 HB0672'AT COBDEN, 400 FEET NORTHEAST AND ACROSS THE ILLINOIS CENTRAL
 HB0672'RAILROAD AND U.S. HIGHWAY 51 FROM THE POST OFFICE, 31 1/2 FEET
 HB0672'EAST OF THE CENTER LINE OF THE HIGHWAY, 79 FEET NORTH OF THE
 HB0672'CENTER LINE OF A PAVED STREET, SET VERTICALLY IN THE WEST FACE
 HB0672'OF A LIMESTONE BLOCK AT THE SOUTHWEST CORNER OF THE FIRST
 HB0672'NATIONAL BANK OF COBDEN, 8 FEET NORTH OF THE SOUTHWEST CORNER
 HB0672'OF THE BUILDING, 1.2 FEET SOUTH OF THE SOUTH EDGE OF THE
 HB0672'SOUTHWEST CORNER OF THE BUILDING, 1.2 FEET SOUTH OF THE SOUTH
 HB0672'EDGE OF THE MAIN ENTRANCE TO THE BUILDING, 1.8 FEET ABOVE THE
 HB0672'LEVEL OF THE SIDEWALK, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 HB0672'HIGHWAY.  SEC 30, T 11 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0836 ***********************************************************************
 KB0836  DESIGNATION -  622
 KB0836  PID         -  KB0836
 KB0836  STATE/COUNTY-  IL/MACOUPIN
 KB0836  USGS QUAD   -  GILLESPIE SOUTH (1974)
 KB0836
 KB0836                         *CURRENT SURVEY CONTROL
 KB0836  ___________________________________________________________________
 KB0836* NAD 83(1986)-  39 00 41.     (N)    089 47 20.     (W)     SCALED    
 KB0836* NAVD 88     -       189.360  (meters)     621.26   (feet)  ADJUSTED  
 KB0836  ___________________________________________________________________
 KB0836  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KB0836  DYNAMIC HT  -         189.248 (meters)     620.89  (feet)  COMP
 KB0836  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 KB0836
 KB0836  VERT ORDER  -  SECOND    CLASS 0
 KB0836
 KB0836.The horizontal coordinates were scaled from a topographic map and have
 KB0836.an estimated accuracy of +/- 6 seconds.
 KB0836
 KB0836.The orthometric height was determined by differential leveling
 KB0836.and adjusted by the National Geodetic Survey in June 1991..
 KB0836.WARNING-Repeat measurements at this control monument indicate possible
 KB0836.vertical movement.
 KB0836
 KB0836.The geoid height was determined by GEOID03.
 KB0836
 KB0836.The dynamic height is computed by dividing the NAVD 88
 KB0836.geopotential number by the normal gravity value computed on the
 KB0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0836.degrees latitude (g = 980.6199 gals.).
 KB0836
 KB0836.The modeled gravity was interpolated from observed gravity values.
 KB0836
 KB0836;                    North         East    Units  Estimated Accuracy
 KB0836;SPC IL W     -   260,300.      732,720.      MT  (+/- 180 meters Scaled)
 KB0836
 KB0836                          SUPERSEDED SURVEY CONTROL
 KB0836
 KB0836  NGVD 29 (??/??/92)  189.468  (m)          621.61   (f) ADJ UNCH    2 0
 KB0836
 KB0836.Superseded values are not recommended for survey control.
 KB0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0836.See file dsdata.txt to determine how the superseded data were derived.
 KB0836
 KB0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ585217(NAD 83)
 KB0836_MARKER: DD = SURVEY DISK
 KB0836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0836_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0836_STAMPING: ILL 622 1912
 KB0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0836
 KB0836  HISTORY     - Date     Condition        Report By
 KB0836  HISTORY     - 1912     MONUMENTED       USGS
 KB0836  HISTORY     - 1960     GOOD             NGS
 KB0836
 KB0836                          STATION DESCRIPTION
 KB0836
 KB0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0836'AT STAUNTON.
 KB0836'AT STAUNTON, AT THE SOUTH EAST CORNER OF THE PUBLIC PARK, 36
 KB0836'FEET NORTH OF THE CENTER LINE OF WEST PEARL STREET, 48 FEET
 KB0836'SOUTH OF THE CENTER LINE OF SOUTH WOOD STREET, 11 FEET NORTH
 KB0836'OF THE NORTH EDGE OF THE SIDEWALK, 16 FEET WEST OF THE WEST EDGE
 KB0836'OF THE SIDEWALK, 97 FEET EAST OF THE SOUTH EAST CORNER OF A
 KB0836'BANDSTAND, A METAL CAP RIVETED ON THE TOP OF A THREE INCH IRON
 KB0836'PIPE, ONE FOOT ABOVE THE LEVEL OF THE STREET, AND PROJECTING
 KB0836'FOUR INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0705 ***********************************************************************
 KB0705  DESIGNATION -  623.17
 KB0705  PID         -  KB0705
 KB0705  STATE/COUNTY-  IL/CHRISTIAN
 KB0705  USGS QUAD   -  TAYLORVILLE (1982)
 KB0705
 KB0705                         *CURRENT SURVEY CONTROL
 KB0705  ___________________________________________________________________
 KB0705* NAD 83(1986)-  39 33 00.     (N)    089 17 26.     (W)     SCALED    
 KB0705* NAVD 88     -       189.780  (meters)     622.64   (feet)  ADJUSTED  
 KB0705  ___________________________________________________________________
 KB0705  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KB0705  DYNAMIC HT  -         189.673 (meters)     622.29  (feet)  COMP
 KB0705  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 KB0705
 KB0705  VERT ORDER  -  SECOND    CLASS 0
 KB0705
 KB0705.The horizontal coordinates were scaled from a topographic map and have
 KB0705.an estimated accuracy of +/- 6 seconds.
 KB0705
 KB0705.The orthometric height was determined by differential leveling
 KB0705.and adjusted by the National Geodetic Survey in June 1991..
 KB0705
 KB0705.The geoid height was determined by GEOID03.
 KB0705
 KB0705.The dynamic height is computed by dividing the NAVD 88
 KB0705.geopotential number by the normal gravity value computed on the
 KB0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0705.degrees latitude (g = 980.6199 gals.).
 KB0705
 KB0705.The modeled gravity was interpolated from observed gravity values.
 KB0705
 KB0705;                    North         East    Units  Estimated Accuracy
 KB0705;SPC IL W     -   320,390.      775,300.      MT  (+/- 180 meters Scaled)
 KB0705
 KB0705                          SUPERSEDED SURVEY CONTROL
 KB0705
 KB0705  NGVD 29 (??/??/92)  189.874  (m)          622.94   (f) ADJ UNCH    2 0
 KB0705
 KB0705.Superseded values are not recommended for survey control.
 KB0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0705.See file dsdata.txt to determine how the superseded data were derived.
 KB0705
 KB0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ031803(NAD 83)
 KB0705_MARKER: Q = CHISELED SQUARE
 KB0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0705_SP_SET: CURB
 KB0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0705
 KB0705  HISTORY     - Date     Condition        Report By
 KB0705  HISTORY     - UNK      MONUMENTED       CGS
 KB0705  HISTORY     - 1935     GOOD             NGS
 KB0705
 KB0705                          STATION DESCRIPTION
 KB0705
 KB0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0705'AT TAYLORVILLE.
 KB0705'AT TAYLORVILLE, CHRISTIAN COUNTY, ON THE BALTIMORE AND OHIO
 KB0705'RAILROAD, 7 YARDS EAST OF THE STATION, 7 YARDS SOUTH OF THE
 KB0705'CENTERLINE OF THE MAIN TRACK, 3 YARDS WEST OF A STREET CURB, 6
 KB0705'INCHES WEST OF A CONCRETE WALK, AND ON THE TOP OF THE EAST END
 KB0705'OF THE SOUTH STATION-PLATFORM CURB.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0712 ***********************************************************************
 KB0712  DESIGNATION -  626.8
 KB0712  PID         -  KB0712
 KB0712  STATE/COUNTY-  IL/CHRISTIAN
 KB0712  USGS QUAD   -  WILLEYS (1982)
 KB0712
 KB0712                         *CURRENT SURVEY CONTROL
 KB0712  ___________________________________________________________________
 KB0712* NAD 83(1986)-  39 30 53.     (N)    089 13 55.     (W)     SCALED    
 KB0712* NAVD 88     -       190.952  (meters)     626.48   (feet)  ADJUSTED  
 KB0712  ___________________________________________________________________
 KB0712  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB0712  DYNAMIC HT  -         190.842 (meters)     626.12  (feet)  COMP
 KB0712  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 KB0712
 KB0712  VERT ORDER  -  SECOND    CLASS 0
 KB0712
 KB0712.The horizontal coordinates were scaled from a topographic map and have
 KB0712.an estimated accuracy of +/- 6 seconds.
 KB0712
 KB0712.The orthometric height was determined by differential leveling
 KB0712.and adjusted by the National Geodetic Survey in June 1991..
 KB0712
 KB0712.The geoid height was determined by GEOID03.
 KB0712
 KB0712.The dynamic height is computed by dividing the NAVD 88
 KB0712.geopotential number by the normal gravity value computed on the
 KB0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0712.degrees latitude (g = 980.6199 gals.).
 KB0712
 KB0712.The modeled gravity was interpolated from observed gravity values.
 KB0712
 KB0712;                    North         East    Units  Estimated Accuracy
 KB0712;SPC IL W     -   316,530.      780,380.      MT  (+/- 180 meters Scaled)
 KB0712
 KB0712                          SUPERSEDED SURVEY CONTROL
 KB0712
 KB0712  NGVD 29 (??/??/92)  191.045  (m)          626.79   (f) ADJ UNCH    2 0
 KB0712
 KB0712.Superseded values are not recommended for survey control.
 KB0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0712.See file dsdata.txt to determine how the superseded data were derived.
 KB0712
 KB0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ081762(NAD 83)
 KB0712_MARKER: Q = CHISELED SQUARE
 KB0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0712_SP_SET: CURB
 KB0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0712
 KB0712  HISTORY     - Date     Condition        Report By
 KB0712  HISTORY     - UNK      MONUMENTED       USGS
 KB0712  HISTORY     - 1935     GOOD             NGS
 KB0712  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB0712
 KB0712                          STATION DESCRIPTION
 KB0712
 KB0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0712'AT VELMA.
 KB0712'AT VELMA, CHRISTIAN COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 KB0712'AT POLE 151/14, AT THE NORTHWEST CORNER OF THE STATION PLATFORM,
 KB0712'AND ON THE TOP OF A CONCRETE CURB.  A CHISELED SQUARE.
 KB0712
 KB0712                          STATION RECOVERY (1976)
 KB0712
 KB0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1250 ***********************************************************************
 MF1250  DESIGNATION -  63 WOODWARD D CO
 MF1250  PID         -  MF1250
 MF1250  STATE/COUNTY-  IL/DU PAGE
 MF1250  USGS QUAD   -  WHEATON (1993)
 MF1250
 MF1250                         *CURRENT SURVEY CONTROL
 MF1250  ___________________________________________________________________
 MF1250* NAD 83(1986)-  41 46 20.     (N)    088 02 00.     (W)     SCALED    
 MF1250* NAVD 88     -       224.146  (meters)     735.39   (feet)  ADJUSTED  
 MF1250  ___________________________________________________________________
 MF1250  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MF1250  DYNAMIC HT  -         224.067 (meters)     735.13  (feet)  COMP
 MF1250  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 MF1250
 MF1250  VERT ORDER  -  THIRD
 MF1250
 MF1250.The horizontal coordinates were scaled from a topographic map and have
 MF1250.an estimated accuracy of +/- 6 seconds.
 MF1250
 MF1250.The orthometric height was determined by differential leveling
 MF1250.and adjusted by the National Geodetic Survey in June 1991..
 MF1250
 MF1250.The geoid height was determined by GEOID03.
 MF1250
 MF1250.The dynamic height is computed by dividing the NAVD 88
 MF1250.geopotential number by the normal gravity value computed on the
 MF1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1250.degrees latitude (g = 980.6199 gals.).
 MF1250
 MF1250.The modeled gravity was interpolated from observed gravity values.
 MF1250
 MF1250;                    North         East    Units  Estimated Accuracy
 MF1250;SPC IL E     -   566,850.      324,940.      MT  (+/- 180 meters Scaled)
 MF1250
 MF1250                          SUPERSEDED SURVEY CONTROL
 MF1250
 MF1250.No superseded survey control is available for this station.
 MF1250
 MF1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM141250(NAD 83)
 MF1250_MARKER: DB = BENCH MARK DISK
 MF1250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1250_SP_SET: TRAFFIC CONTROL BASE
 MF1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1250
 MF1250  HISTORY     - Date     Condition        Report By
 MF1250  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1250  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 MF1250
 MF1250                          STATION DESCRIPTION
 MF1250
 MF1250'DESCRIBED BY MARCHESE AND SONS 1983
 MF1250'IN DOWNERS GROVE.
 MF1250'AT THE SOUTHWEST CORNER OF DOWNERS GROVE AND THE NORTHEAST CORNER OF
 MF1250'WOODRIDGE, FROM THE JUNCTION OF STATE HIGHWAY 53 AND 75TH STREET, GO
 MF1250'EAST ON 75TH STREET FOR 1.75 MILES TO WOODWARD AVENUE, THEN NORTH ON
 MF1250'WOODWARD AVENUE FOR 1.5 MILES TO 63RD STREET, AT THE SOUTHEAST CORNER
 MF1250'OF WOODWARD AVENUE AND 63RD STREET, ABOUT 4.5 MILES WEST OF STATE
 MF1250'HIGHWAY 83 AND 0.75 MILE WEST OF DOWNERS GROVE SOUTH HIGH SCHOOL, AT
 MF1250'THE NORTH SIDE OF CONCRETE BASE OF TRAFFIC CONTROL LIGHT.
 MF1250
 MF1250                          STATION RECOVERY (1998)
 MF1250
 MF1250'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0025 ***********************************************************************
 LD0025  DESIGNATION -  636
 LD0025  PID         -  LD0025
 LD0025  STATE/COUNTY-  IL/KNOX
 LD0025  USGS QUAD   -  APPLETON (1982)
 LD0025
 LD0025                         *CURRENT SURVEY CONTROL
 LD0025  ___________________________________________________________________
 LD0025* NAD 83(1986)-  40 55 30.     (N)    090 12 09.     (W)     SCALED    
 LD0025* NAVD 88     -       193.440  (meters)     634.64   (feet)  ADJUSTED  
 LD0025  ___________________________________________________________________
 LD0025  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0025  DYNAMIC HT  -         193.354 (meters)     634.36  (feet)  COMP
 LD0025  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 LD0025
 LD0025  VERT ORDER  -  SECOND    CLASS 0
 LD0025
 LD0025.The horizontal coordinates were scaled from a topographic map and have
 LD0025.an estimated accuracy of +/- 6 seconds.
 LD0025
 LD0025.The orthometric height was determined by differential leveling
 LD0025.and adjusted by the National Geodetic Survey in June 1991..
 LD0025
 LD0025.The geoid height was determined by GEOID03.
 LD0025
 LD0025.The dynamic height is computed by dividing the NAVD 88
 LD0025.geopotential number by the normal gravity value computed on the
 LD0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0025.degrees latitude (g = 980.6199 gals.).
 LD0025
 LD0025.The modeled gravity was interpolated from observed gravity values.
 LD0025
 LD0025;                    North         East    Units  Estimated Accuracy
 LD0025;SPC IL W     -   472,700.      696,980.      MT  (+/- 180 meters Scaled)
 LD0025
 LD0025                          SUPERSEDED SURVEY CONTROL
 LD0025
 LD0025  NGVD 29 (??/??/92)  193.504  (m)          634.85   (f) ADJ UNCH    2 0
 LD0025
 LD0025.Superseded values are not recommended for survey control.
 LD0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0025.See file dsdata.txt to determine how the superseded data were derived.
 LD0025
 LD0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF355342(NAD 83)
 LD0025_MARKER: Q = CHISELED SQUARE
 LD0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0025_SP_SET: BRIDGE
 LD0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0025
 LD0025  HISTORY     - Date     Condition        Report By
 LD0025  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0025  HISTORY     - 1935     GOOD             NGS
 LD0025  HISTORY     - 19971031 GOOD             USPSQD
 LD0025
 LD0025                          STATION DESCRIPTION
 LD0025
 LD0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0025'2.4 MI W FROM APPLETON.
 LD0025'2.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0025'FROM THE STATION AT APPLETON, KNOX COUNTY, AT BRIDGE 168 A, ON
 LD0025'THE TOP OF THE EAST ABUTMENT, AND ONE FOOT SOUTH OF THE NORTH
 LD0025'END.  A CHISELED SQUARE.
 LD0025
 LD0025                          STATION RECOVERY (1997)
 LD0025
 LD0025'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0575 ***********************************************************************
 KB0575  DESIGNATION -  636.8
 KB0575  PID         -  KB0575
 KB0575  STATE/COUNTY-  IL/MACON
 KB0575  USGS QUAD   -  DECATUR (1975)
 KB0575
 KB0575                         *CURRENT SURVEY CONTROL
 KB0575  ___________________________________________________________________
 KB0575* NAD 83(1986)-  39 50 08.     (N)    088 57 09.     (W)     SCALED    
 KB0575* NAVD 88     -       193.722  (meters)     635.57   (feet)  ADJUSTED  
 KB0575  ___________________________________________________________________
 KB0575  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KB0575  DYNAMIC HT  -         193.618 (meters)     635.23  (feet)  COMP
 KB0575  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 KB0575
 KB0575  VERT ORDER  -  FIRST     CLASS II
 KB0575
 KB0575.The horizontal coordinates were scaled from a topographic map and have
 KB0575.an estimated accuracy of +/- 6 seconds.
 KB0575
 KB0575.The orthometric height was determined by differential leveling
 KB0575.and adjusted by the National Geodetic Survey in June 1991..
 KB0575.WARNING-Repeat measurements at this control monument indicate possible
 KB0575.vertical movement.
 KB0575
 KB0575.The geoid height was determined by GEOID03.
 KB0575
 KB0575.The dynamic height is computed by dividing the NAVD 88
 KB0575.geopotential number by the normal gravity value computed on the
 KB0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0575.degrees latitude (g = 980.6199 gals.).
 KB0575
 KB0575.The modeled gravity was interpolated from observed gravity values.
 KB0575
 KB0575;                    North         East    Units  Estimated Accuracy
 KB0575;SPC IL E     -   351,930.      247,000.      MT  (+/- 180 meters Scaled)
 KB0575
 KB0575                          SUPERSEDED SURVEY CONTROL
 KB0575
 KB0575  NGVD 29 (??/??/92)  193.789  (m)          635.79   (f) ADJ UNCH    1 2
 KB0575
 KB0575.Superseded values are not recommended for survey control.
 KB0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0575.See file dsdata.txt to determine how the superseded data were derived.
 KB0575
 KB0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK329113(NAD 83)
 KB0575_MARKER: Q = CHISELED SQUARE
 KB0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0575_SP_SET: UNDERPASS PIER
 KB0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0575
 KB0575  HISTORY     - Date     Condition        Report By
 KB0575  HISTORY     - UNK      MONUMENTED       USGS
 KB0575  HISTORY     - 1969     GOOD             NGS
 KB0575  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB0575  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KB0575
 KB0575                          STATION DESCRIPTION
 KB0575
 KB0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0575'AT DECATUR.
 KB0575'AT DECATUR, MACON COUNTY, ABOUT 3/4 MILE SOUTHWEST ALONG THE
 KB0575'ILLINOIS CENTRAL RAILROAD FROM THE STATION, AT THE FRANKLIN
 KB0575'STREET UNDERPASS, AND ON THE NORTH END OF THE CENTER CONCRETE
 KB0575'PIER.  A CHISELED SQUARE.
 KB0575
 KB0575                          STATION RECOVERY (1976)
 KB0575
 KB0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0575'MARK NOT FOUND.
 KB0575
 KB0575                          STATION RECOVERY (1989)
 KB0575
 KB0575'RECOVERY NOTE BY US POWER SQUADRON 1989 (DMD)
 KB0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0706 ***********************************************************************
 KB0706  DESIGNATION -  64 A 1
 KB0706  PID         -  KB0706
 KB0706  STATE/COUNTY-  IL/CHRISTIAN
 KB0706  USGS QUAD   -  TAYLORVILLE (1982)
 KB0706
 KB0706                         *CURRENT SURVEY CONTROL
 KB0706  ___________________________________________________________________
 KB0706* NAD 83(1986)-  39 32 57.     (N)    089 17 43.     (W)     SCALED    
 KB0706* NAVD 88     -       192.752  (meters)     632.39   (feet)  ADJUSTED  
 KB0706  ___________________________________________________________________
 KB0706  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KB0706  DYNAMIC HT  -         192.643 (meters)     632.03  (feet)  COMP
 KB0706  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 KB0706
 KB0706  VERT ORDER  -  SECOND    CLASS 0
 KB0706
 KB0706.The horizontal coordinates were scaled from a topographic map and have
 KB0706.an estimated accuracy of +/- 6 seconds.
 KB0706
 KB0706.The orthometric height was determined by differential leveling
 KB0706.and adjusted by the National Geodetic Survey in June 1991..
 KB0706
 KB0706.The geoid height was determined by GEOID03.
 KB0706
 KB0706.The dynamic height is computed by dividing the NAVD 88
 KB0706.geopotential number by the normal gravity value computed on the
 KB0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0706.degrees latitude (g = 980.6199 gals.).
 KB0706
 KB0706.The modeled gravity was interpolated from observed gravity values.
 KB0706
 KB0706;                    North         East    Units  Estimated Accuracy
 KB0706;SPC IL W     -   320,300.      774,890.      MT  (+/- 180 meters Scaled)
 KB0706
 KB0706                          SUPERSEDED SURVEY CONTROL
 KB0706
 KB0706  NGVD 29 (??/??/92)  192.846  (m)          632.70   (f) ADJ UNCH    2 0
 KB0706
 KB0706.Superseded values are not recommended for survey control.
 KB0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0706.See file dsdata.txt to determine how the superseded data were derived.
 KB0706
 KB0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ027802(NAD 83)
 KB0706_MARKER: DD = SURVEY DISK
 KB0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0706_STAMPING: ILLINOIS 64 A 1
 KB0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0706+STABILITY: SURFACE MOTION
 KB0706
 KB0706  HISTORY     - Date     Condition        Report By
 KB0706  HISTORY     - UNK      MONUMENTED       USGS
 KB0706  HISTORY     - 1935     GOOD             NGS
 KB0706  HISTORY     - 1973     GOOD             ILDT
 KB0706  HISTORY     - 1976     GOOD             NGS
 KB0706
 KB0706                          STATION DESCRIPTION
 KB0706
 KB0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0706'AT TAYLORVILLE.
 KB0706'AT TAYLORVILLE, CHRISTIAN COUNTY, AT THE COURTHOUSE, AND 1 YARD
 KB0706'NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.  A UNITED
 KB0706'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILLINOIS 64 A 1
 KB0706'AND SET IN THE TOP OF A CONCRETE POST.
 KB0706
 KB0706                          STATION RECOVERY (1973)
 KB0706
 KB0706'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0706'RECOVERED IN GOOD CONDITION.
 KB0706
 KB0706                          STATION RECOVERY (1976)
 KB0706
 KB0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0707 ***********************************************************************
 KB0707  DESIGNATION -  64 A 2
 KB0707  PID         -  KB0707
 KB0707  STATE/COUNTY-  IL/CHRISTIAN
 KB0707  USGS QUAD   -  TAYLORVILLE (1982)
 KB0707
 KB0707                         *CURRENT SURVEY CONTROL
 KB0707  ___________________________________________________________________
 KB0707* NAD 83(1986)-  39 32 52.     (N)    089 17 43.     (W)     SCALED    
 KB0707* NAVD 88     -       192.198  (meters)     630.57   (feet)  ADJUSTED  
 KB0707  ___________________________________________________________________
 KB0707  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KB0707  DYNAMIC HT  -         192.090 (meters)     630.22  (feet)  COMP
 KB0707  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 KB0707
 KB0707  VERT ORDER  -  SECOND    CLASS 0
 KB0707
 KB0707.The horizontal coordinates were scaled from a topographic map and have
 KB0707.an estimated accuracy of +/- 6 seconds.
 KB0707
 KB0707.The orthometric height was determined by differential leveling
 KB0707.and adjusted by the National Geodetic Survey in June 1991..
 KB0707
 KB0707.The geoid height was determined by GEOID03.
 KB0707
 KB0707.The dynamic height is computed by dividing the NAVD 88
 KB0707.geopotential number by the normal gravity value computed on the
 KB0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0707.degrees latitude (g = 980.6199 gals.).
 KB0707
 KB0707.The modeled gravity was interpolated from observed gravity values.
 KB0707
 KB0707;                    North         East    Units  Estimated Accuracy
 KB0707;SPC IL W     -   320,140.      774,900.      MT  (+/- 180 meters Scaled)
 KB0707
 KB0707                          SUPERSEDED SURVEY CONTROL
 KB0707
 KB0707  NGVD 29 (??/??/92)  192.292  (m)          630.88   (f) ADJ UNCH    2 0
 KB0707
 KB0707.Superseded values are not recommended for survey control.
 KB0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0707.See file dsdata.txt to determine how the superseded data were derived.
 KB0707
 KB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ027800(NAD 83)
 KB0707_MARKER: DB = BENCH MARK DISK
 KB0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0707_SP_SET: PLATFORM
 KB0707_STAMPING: ILLINOIS 64 A 2 1922
 KB0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0707
 KB0707  HISTORY     - Date     Condition        Report By
 KB0707  HISTORY     - 1922     MONUMENTED       USGS
 KB0707  HISTORY     - 1935     GOOD             NGS
 KB0707  HISTORY     - 1973     GOOD             ILDT
 KB0707  HISTORY     - 1976     GOOD             NGS
 KB0707
 KB0707                          STATION DESCRIPTION
 KB0707
 KB0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0707'AT TAYLORVILLE.
 KB0707'AT TAYLORVILLE, CHRISTIAN COUNTY, ONE BLOCK SOUTH OF THE
 KB0707'COURTHOUSE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KB0707'FRANKLIN AND MAIN STREETS, AT THE WEST SIDE OF THE POST OFFICE,
 KB0707'IN THE TOP OF THE STONE BLOCK PLATFORM, AND MIDWAY BETWEEN THE
 KB0707'FIRST AND SECOND COLUMNS FROM THE NORTH.  A UNITED STATES
 KB0707'GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILLINOIS 64 A 2 1922.
 KB0707
 KB0707                          STATION RECOVERY (1973)
 KB0707
 KB0707'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0707'RECOVERED IN GOOD CONDITION.
 KB0707
 KB0707                          STATION RECOVERY (1976)
 KB0707
 KB0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0166 ***********************************************************************
 NJ0166  DESIGNATION -  64 BOLT
 NJ0166  PID         -  NJ0166
 NJ0166  STATE/COUNTY-  IL/CARROLL
 NJ0166  USGS QUAD   -  WACKER (1985)
 NJ0166
 NJ0166                         *CURRENT SURVEY CONTROL
 NJ0166  ___________________________________________________________________
 NJ0166* NAD 83(1986)-  42 04 51.     (N)    090 06 19.     (W)     SCALED    
 NJ0166* NAVD 88     -       180.828  (meters)     593.27   (feet)  ADJUSTED  
 NJ0166  ___________________________________________________________________
 NJ0166  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0166  DYNAMIC HT  -         180.765 (meters)     593.06  (feet)  COMP
 NJ0166  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 NJ0166
 NJ0166  VERT ORDER  -  FIRST     CLASS I
 NJ0166
 NJ0166.The horizontal coordinates were scaled from a topographic map and have
 NJ0166.an estimated accuracy of +/- 6 seconds.
 NJ0166
 NJ0166.The orthometric height was determined by differential leveling
 NJ0166.and adjusted by the National Geodetic Survey in June 1991..
 NJ0166.WARNING-Repeat measurements at this control monument indicate possible
 NJ0166.vertical movement.
 NJ0166
 NJ0166.The geoid height was determined by GEOID03.
 NJ0166
 NJ0166.The dynamic height is computed by dividing the NAVD 88
 NJ0166.geopotential number by the normal gravity value computed on the
 NJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0166.degrees latitude (g = 980.6199 gals.).
 NJ0166
 NJ0166.The modeled gravity was interpolated from observed gravity values.
 NJ0166
 NJ0166;                    North         East    Units  Estimated Accuracy
 NJ0166;SPC IL W     -   601,060.      705,080.      MT  (+/- 180 meters Scaled)
 NJ0166
 NJ0166                          SUPERSEDED SURVEY CONTROL
 NJ0166
 NJ0166  NGVD 29 (??/??/92)  180.859  (m)          593.37   (f) ADJ UNCH    1 1
 NJ0166
 NJ0166.Superseded values are not recommended for survey control.
 NJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0166.See file dsdata.txt to determine how the superseded data were derived.
 NJ0166
 NJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG394628(NAD 83)
 NJ0166_MARKER: B = BOLT
 NJ0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0166_SP_SET: ABUTMENT
 NJ0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0166
 NJ0166  HISTORY     - Date     Condition        Report By
 NJ0166  HISTORY     - UNK      MONUMENTED       DOD
 NJ0166  HISTORY     - 1970     GOOD             NGS
 NJ0166  HISTORY     - 20011203 GOOD             NGS
 NJ0166  HISTORY     - 20030923 MARK NOT FOUND   USPSQD
 NJ0166
 NJ0166                          STATION DESCRIPTION
 NJ0166
 NJ0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0166'4.2 MI E FROM SAVANNA.
 NJ0166'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT
 NJ0166'SAVANNA, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 52, THENCE 1.45
 NJ0166'MILES SOUTHEAST ALONG GEORGETOWN SCENIC ROAD, 10 FEET NORTHWEST OF
 NJ0166'THE CENTER LINE OF THE ROAD, 168 FEET SOUTHWEST OF THE SOUTHWEST
 NJ0166'RAIL OF THE SOUTHWEST TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL
 NJ0166'AND PACIFIC RAILROAD, A COPPER BOLT WHICH IS LEADED IN THE TOP OF
 NJ0166'THE NORTHWEST END OF THE NORTHEAST STONE ABUTMENT OF A BRIDGE OVER
 NJ0166'PLUM RIVER AND WHICH IS SURROUNDED BY THE LETTERS USBM, AND ABOUT
 NJ0166'1 1/2 FEET BELOW THE LEVEL OF THE ROAD.  SEC 12, T24N, R3E
 NJ0166
 NJ0166                          STATION RECOVERY (2001)
 NJ0166
 NJ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0166'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0166
 NJ0166                          STATION RECOVERY (2003)
 NJ0166
 NJ0166'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0427 ***********************************************************************
 LD0427  DESIGNATION -  641
 LD0427  PID         -  LD0427
 LD0427  STATE/COUNTY-  IL/MCDONOUGH
 LD0427  USGS QUAD   -  BUSHNELL WEST (1974)
 LD0427
 LD0427                         *CURRENT SURVEY CONTROL
 LD0427  ___________________________________________________________________
 LD0427* NAD 83(1986)-  40 33 12.     (N)    090 33 36.     (W)     SCALED    
 LD0427* NAVD 88     -       194.844  (meters)     639.25   (feet)  ADJUSTED  
 LD0427  ___________________________________________________________________
 LD0427  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LD0427  DYNAMIC HT  -         194.749 (meters)     638.94  (feet)  COMP
 LD0427  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 LD0427
 LD0427  VERT ORDER  -  SECOND    CLASS 0
 LD0427
 LD0427.The horizontal coordinates were scaled from a topographic map and have
 LD0427.an estimated accuracy of +/- 6 seconds.
 LD0427
 LD0427.The orthometric height was determined by differential leveling
 LD0427.and adjusted by the National Geodetic Survey in June 1991..
 LD0427
 LD0427.The geoid height was determined by GEOID03.
 LD0427
 LD0427.The dynamic height is computed by dividing the NAVD 88
 LD0427.geopotential number by the normal gravity value computed on the
 LD0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0427.degrees latitude (g = 980.6199 gals.).
 LD0427
 LD0427.The modeled gravity was interpolated from observed gravity values.
 LD0427
 LD0427;                    North         East    Units  Estimated Accuracy
 LD0427;SPC IL W     -   431,500.      666,690.      MT  (+/- 180 meters Scaled)
 LD0427
 LD0427                          SUPERSEDED SURVEY CONTROL
 LD0427
 LD0427  NGVD 29 (??/??/92)  194.912  (m)          639.47   (f) ADJ UNCH    2 0
 LD0427
 LD0427.Superseded values are not recommended for survey control.
 LD0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0427.See file dsdata.txt to determine how the superseded data were derived.
 LD0427
 LD0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE065920(NAD 83)
 LD0427_MARKER: P = PIPE CAP
 LD0427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0427_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0427_STAMPING: ILL 641
 LD0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0427
 LD0427  HISTORY     - Date     Condition        Report By
 LD0427  HISTORY     - UNK      MONUMENTED       USGS
 LD0427  HISTORY     - 1935     GOOD             NGS
 LD0427  HISTORY     - 20031220 GOOD             USPSQD
 LD0427
 LD0427                          STATION DESCRIPTION
 LD0427
 LD0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0427'2.5 MI W FROM BUSHNELL.
 LD0427'2.5 MILES WEST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD FROM
 LD0427'THE STATION AT BUSHNELL, MCDONOUGH  COUNTY, AT POLE 173+14, 27
 LD0427'FEET EAST OF A POINT 78 FEET SOUTH OF THE CENTER OF A ROAD
 LD0427'CROSSING, AND 2 FEET EAST OF THE ROAD RIGHT-OF-WAY FENCE.  A
 LD0427'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 641
 LD0427'AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 6
 LD0427'INCHES ABOVE GROUND.
 LD0427
 LD0427                          STATION RECOVERY (2003)
 LD0427
 LD0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 LD0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0009 ***********************************************************************
 KC0009  DESIGNATION -  643
 KC0009  PID         -  KC0009
 KC0009  STATE/COUNTY-  IL/MORGAN
 KC0009  USGS QUAD   -  JACKSONVILLE (1983)
 KC0009
 KC0009                         *CURRENT SURVEY CONTROL
 KC0009  ___________________________________________________________________
 KC0009* NAD 83(1986)-  39 43 17.     (N)    090 08 38.     (W)     SCALED    
 KC0009* NAVD 88     -       195.991  (meters)     643.01   (feet)  ADJUSTED  
 KC0009  ___________________________________________________________________
 KC0009  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KC0009  DYNAMIC HT  -         195.883 (meters)     642.66  (feet)  COMP
 KC0009  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 KC0009
 KC0009  VERT ORDER  -  FIRST     CLASS II
 KC0009
 KC0009.The horizontal coordinates were scaled from a topographic map and have
 KC0009.an estimated accuracy of +/- 6 seconds.
 KC0009
 KC0009.The orthometric height was determined by differential leveling
 KC0009.and adjusted by the National Geodetic Survey in June 1991..
 KC0009
 KC0009.The geoid height was determined by GEOID03.
 KC0009
 KC0009.The dynamic height is computed by dividing the NAVD 88
 KC0009.geopotential number by the normal gravity value computed on the
 KC0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0009.degrees latitude (g = 980.6199 gals.).
 KC0009
 KC0009.The modeled gravity was interpolated from observed gravity values.
 KC0009
 KC0009;                    North         East    Units  Estimated Accuracy
 KC0009;SPC IL W     -   339,060.      701,950.      MT  (+/- 180 meters Scaled)
 KC0009
 KC0009                          SUPERSEDED SURVEY CONTROL
 KC0009
 KC0009  NGVD 29 (??/??/92)  196.112  (m)          643.41   (f) ADJ UNCH    1 2
 KC0009
 KC0009.Superseded values are not recommended for survey control.
 KC0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0009.See file dsdata.txt to determine how the superseded data were derived.
 KC0009
 KC0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE448007(NAD 83)
 KC0009_MARKER: R = RIVET
 KC0009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0009_STAMPING: ILL 643 1921
 KC0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0009
 KC0009  HISTORY     - Date     Condition        Report By
 KC0009  HISTORY     - 1921     MONUMENTED       USGS
 KC0009  HISTORY     - 1933     GOOD             NGS
 KC0009
 KC0009                          STATION DESCRIPTION
 KC0009
 KC0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0009'AT ARNOLD.
 KC0009'AT ARNOLD, MORGAN COUNTY, AT THE WABASH RAILROAD STATION, ABOUT
 KC0009'100 FEET EAST OF THE SOUTHEAST CORNER, AND 20 FEET NORTH OF THE
 KC0009'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KC0009'ILL 643 1921 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0154 ***********************************************************************
 JB0154  DESIGNATION -  65
 JB0154  PID         -  JB0154
 JB0154  STATE/COUNTY-  IL/WHITE
 JB0154  USGS QUAD   -  SPRINGERTON (1974)
 JB0154
 JB0154                         *CURRENT SURVEY CONTROL
 JB0154  ___________________________________________________________________
 JB0154* NAD 83(1986)-  38 14 55.     (N)    088 20 45.     (W)     SCALED    
 JB0154* NAVD 88     -       117.165  (meters)     384.40   (feet)  ADJUSTED  
 JB0154  ___________________________________________________________________
 JB0154  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JB0154  DYNAMIC HT  -         117.089 (meters)     384.15  (feet)  COMP
 JB0154  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 JB0154
 JB0154  VERT ORDER  -  SECOND    CLASS 0
 JB0154
 JB0154.The horizontal coordinates were scaled from a topographic map and have
 JB0154.an estimated accuracy of +/- 6 seconds.
 JB0154
 JB0154.The orthometric height was determined by differential leveling
 JB0154.and adjusted by the National Geodetic Survey in June 1991..
 JB0154
 JB0154.The geoid height was determined by GEOID03.
 JB0154
 JB0154.The dynamic height is computed by dividing the NAVD 88
 JB0154.geopotential number by the normal gravity value computed on the
 JB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0154.degrees latitude (g = 980.6199 gals.).
 JB0154
 JB0154.The modeled gravity was interpolated from observed gravity values.
 JB0154
 JB0154;                    North         East    Units  Estimated Accuracy
 JB0154;SPC IL E     -   175,570.      298,910.      MT  (+/- 180 meters Scaled)
 JB0154
 JB0154                          SUPERSEDED SURVEY CONTROL
 JB0154
 JB0154  NGVD 29 (??/??/92)  117.286  (m)          384.80   (f) ADJ UNCH    2 0
 JB0154
 JB0154.Superseded values are not recommended for survey control.
 JB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0154.See file dsdata.txt to determine how the superseded data were derived.
 JB0154
 JB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH822342(NAD 83)
 JB0154_MARKER: P = PIPE CAP
 JB0154_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0154_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0154_STAMPING: 385.4
 JB0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0154
 JB0154  HISTORY     - Date     Condition        Report By
 JB0154  HISTORY     - UNK      MONUMENTED       USGS
 JB0154  HISTORY     - 1935     GOOD             NGS
 JB0154
 JB0154                          STATION DESCRIPTION
 JB0154
 JB0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB0154'AT MILL SHOALS.
 JB0154'AT MILL SHOALS, WHITE COUNTY, ONE BLOCK EAST OF THE BALTIMORE AND
 JB0154'OHIO RAILROAD STATION, ON U.S. HIGHWAY 45, 25 FEET EAST OF THE
 JB0154'CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF THE SOUTHWEST CORNER
 JB0154'OF THE ALICE HENDERSHOTT RESIDENCE, AND 4 FEET NORTH OF A
 JB0154'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JB0154'STAMPED 385.4 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0290 ***********************************************************************
 LD0290  DESIGNATION -  650
 LD0290  PID         -  LD0290
 LD0290  STATE/COUNTY-  IL/FULTON
 LD0290  USGS QUAD   -  SMITHFIELD (1948)
 LD0290
 LD0290                         *CURRENT SURVEY CONTROL
 LD0290  ___________________________________________________________________
 LD0290* NAD 83(1986)-  40 28 24.     (N)    090 17 31.     (W)     SCALED    
 LD0290* NAVD 88     -       197.911  (meters)     649.31   (feet)  ADJUSTED  
 LD0290  ___________________________________________________________________
 LD0290  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0290  DYNAMIC HT  -         197.814 (meters)     648.99  (feet)  COMP
 LD0290  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 LD0290
 LD0290  VERT ORDER  -  SECOND    CLASS 0
 LD0290
 LD0290.The horizontal coordinates were scaled from a topographic map and have
 LD0290.an estimated accuracy of +/- 6 seconds.
 LD0290
 LD0290.The orthometric height was determined by differential leveling
 LD0290.and adjusted by the National Geodetic Survey in June 1991..
 LD0290
 LD0290.The geoid height was determined by GEOID03.
 LD0290
 LD0290.The dynamic height is computed by dividing the NAVD 88
 LD0290.geopotential number by the normal gravity value computed on the
 LD0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0290.degrees latitude (g = 980.6199 gals.).
 LD0290
 LD0290.The modeled gravity was interpolated from observed gravity values.
 LD0290
 LD0290;                    North         East    Units  Estimated Accuracy
 LD0290;SPC IL W     -   422,550.      689,380.      MT  (+/- 180 meters Scaled)
 LD0290
 LD0290                          SUPERSEDED SURVEY CONTROL
 LD0290
 LD0290  NGVD 29 (??/??/92)  197.994  (m)          649.59   (f) ADJ UNCH    2 0
 LD0290
 LD0290.Superseded values are not recommended for survey control.
 LD0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0290.See file dsdata.txt to determine how the superseded data were derived.
 LD0290
 LD0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE295838(NAD 83)
 LD0290_MARKER: R = RIVET
 LD0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0290_STAMPING: ILL 650 1909
 LD0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0290
 LD0290  HISTORY     - Date     Condition        Report By
 LD0290  HISTORY     - 1909     MONUMENTED       USGS
 LD0290  HISTORY     - 1943     GOOD             NGS
 LD0290
 LD0290                          STATION DESCRIPTION
 LD0290
 LD0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0290'AT SMITHFIELD.
 LD0290'AT SMITHFIELD, FULTON COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LD0290'RAILROAD, 54 FEET WEST OF THE STATION, 27 FEET SOUTH OF THE
 LD0290'CENTERLINE OF THE SOUTH TRACK, 3 FEET WEST OF A POLE, AND 18
 LD0290'INCHES HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 LD0290'STANDARD CAP, STAMPED ILL 650 1909 AND RIVETED ON THE TOP OF A
 LD0290'3-1/2-INCH IRON PIPE.  NOTE-- 7 FEET WEST OF THE FIRST POLE WEST
 LD0290'OF THE DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1282 ***********************************************************************
 LC1282  DESIGNATION -  650
 LC1282  PID         -  LC1282
 LC1282  STATE/COUNTY-  IL/PEORIA
 LC1282  USGS QUAD   -  PEORIA WEST (1996)
 LC1282
 LC1282                         *CURRENT SURVEY CONTROL
 LC1282  ___________________________________________________________________
 LC1282* NAD 83(1986)-  40 39 45.     (N)    089 40 48.     (W)     SCALED    
 LC1282* NAVD 88     -       198.080  (meters)     649.87   (feet)  ADJUSTED  
 LC1282  ___________________________________________________________________
 LC1282  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LC1282  DYNAMIC HT  -         197.987 (meters)     649.56  (feet)  COMP
 LC1282  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 LC1282
 LC1282  VERT ORDER  -  FIRST     CLASS II
 LC1282
 LC1282.This mark is at Greater Peoria Regional Airport (PIA)
 LC1282
 LC1282.The horizontal coordinates were scaled from a topographic map and have
 LC1282.an estimated accuracy of +/- 6 seconds.
 LC1282
 LC1282.The orthometric height was determined by differential leveling
 LC1282.and adjusted by the National Geodetic Survey in June 1991..
 LC1282
 LC1282.The geoid height was determined by GEOID03.
 LC1282
 LC1282.The dynamic height is computed by dividing the NAVD 88
 LC1282.geopotential number by the normal gravity value computed on the
 LC1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1282.degrees latitude (g = 980.6199 gals.).
 LC1282
 LC1282.The modeled gravity was interpolated from observed gravity values.
 LC1282
 LC1282;                    North         East    Units  Estimated Accuracy
 LC1282;SPC IL W     -   443,660.      741,150.      MT  (+/- 180 meters Scaled)
 LC1282
 LC1282                          SUPERSEDED SURVEY CONTROL
 LC1282
 LC1282  NGVD 29 (??/??/92)  198.184  (m)          650.21   (f) ADJ UNCH    1 2
 LC1282
 LC1282.Superseded values are not recommended for survey control.
 LC1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1282.See file dsdata.txt to determine how the superseded data were derived.
 LC1282
 LC1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL734047(NAD 83)
 LC1282_MARKER: DD = SURVEY DISK
 LC1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1282_STAMPING: 650 1938
 LC1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1282+STABILITY: SURFACE MOTION
 LC1282
 LC1282  HISTORY     - Date     Condition        Report By
 LC1282  HISTORY     - 1938     MONUMENTED       USGS
 LC1282  HISTORY     - 1970     GOOD             NGS
 LC1282  HISTORY     - 19990305 MARK NOT FOUND   USPSQD
 LC1282
 LC1282                          STATION DESCRIPTION
 LC1282
 LC1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LC1282'AT GREATER PEORIA AIRPORT.
 LC1282'AT GREATER PEORIA AIRPORT, ON THE EAST SIDE OF THE FIELD SET
 LC1282'DIRECTLY BENEATH THE AIRPORT BEACON LIGHT, 96 FEET SOUTH OF THE
 LC1282'CENTER LINE OF THE SOUTHERLY OF TWO ROADS LEADING INTO BYERLY
 LC1282'AVIATION INC., 50 FEET WEST OF THE CENTER LINE OF AIRPORT ROAD
 LC1282'(A NORTH-SOUTH PAVED ROAD), 53 FEET WEST-NORTHWEST OF CENTER LINE
 LC1282'INTERSECTION OF AIRPORT ROAD AND AIRLAND STREET, ABOUT 2 FEET
 LC1282'ABOVE LEVEL OF AIRPORT ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC1282'PROJECTING 1 INCH.
 LC1282
 LC1282                          STATION RECOVERY (1999)
 LC1282
 LC1282'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0950 ***********************************************************************
 KB0950  DESIGNATION -  653
 KB0950  PID         -  KB0950
 KB0950  STATE/COUNTY-  IL/SANGAMON
 KB0950  USGS QUAD   -  NEW BERLIN (1983)
 KB0950
 KB0950                         *CURRENT SURVEY CONTROL
 KB0950  ___________________________________________________________________
 KB0950* NAD 83(1986)-  39 43 39.     (N)    089 54 25.     (W)     SCALED    
 KB0950* NAVD 88     -       199.045  (meters)     653.03   (feet)  ADJUSTED  
 KB0950  ___________________________________________________________________
 KB0950  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB0950  DYNAMIC HT  -         198.936 (meters)     652.68  (feet)  COMP
 KB0950  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 KB0950
 KB0950  VERT ORDER  -  FIRST     CLASS II
 KB0950
 KB0950.The horizontal coordinates were scaled from a topographic map and have
 KB0950.an estimated accuracy of +/- 6 seconds.
 KB0950
 KB0950.The orthometric height was determined by differential leveling
 KB0950.and adjusted by the National Geodetic Survey in June 1991..
 KB0950
 KB0950.The geoid height was determined by GEOID03.
 KB0950
 KB0950.The dynamic height is computed by dividing the NAVD 88
 KB0950.geopotential number by the normal gravity value computed on the
 KB0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0950.degrees latitude (g = 980.6199 gals.).
 KB0950
 KB0950.The modeled gravity was interpolated from observed gravity values.
 KB0950
 KB0950;                    North         East    Units  Estimated Accuracy
 KB0950;SPC IL W     -   339,770.      722,270.      MT  (+/- 180 meters Scaled)
 KB0950
 KB0950                          SUPERSEDED SURVEY CONTROL
 KB0950
 KB0950  NGVD 29 (??/??/92)  199.14   (m)          653.3    (f) COMPUTED    1 2
 KB0950
 KB0950.Superseded values are not recommended for survey control.
 KB0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0950.See file dsdata.txt to determine how the superseded data were derived.
 KB0950
 KB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK508015(NAD 83)
 KB0950_MARKER: DD = SURVEY DISK
 KB0950_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0950_SP_SET: STEP
 KB0950_STAMPING: 653 ILL 1921
 KB0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0950
 KB0950  HISTORY     - Date     Condition        Report By
 KB0950  HISTORY     - 1921     MONUMENTED       USGS
 KB0950  HISTORY     - 1933     GOOD             NGS
 KB0950
 KB0950                          STATION DESCRIPTION
 KB0950
 KB0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0950'AT NEW BERLIN.
 KB0950'AT NEW BERLIN, SANGAMON COUNTY, AT THE SOUTH ENTRANCE TO THE
 KB0950'CATHOLIC SCHOOL, AND IN THE TOP OF THE WEST END OF THE BOTTOM
 KB0950'STONE STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KB0950'STAMPED 653 ILL. 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0951 ***********************************************************************
 KB0951  DESIGNATION -  653 RESET 1964
 KB0951  PID         -  KB0951
 KB0951  STATE/COUNTY-  IL/SANGAMON
 KB0951  USGS QUAD   -  NEW BERLIN (1983)
 KB0951
 KB0951                         *CURRENT SURVEY CONTROL
 KB0951  ___________________________________________________________________
 KB0951* NAD 83(1986)-  39 43 39.     (N)    089 54 25.     (W)     SCALED    
 KB0951* NAVD 88     -       198.96   (meters)     652.8    (feet)  RESET     
 KB0951  ___________________________________________________________________
 KB0951  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB0951
 KB0951  VERT ORDER  -  THIRD
 KB0951
 KB0951.The horizontal coordinates were scaled from a topographic map and have
 KB0951.an estimated accuracy of +/- 6 seconds.
 KB0951
 KB0951.The orthometric height was computed from unverified reset data.
 KB0951
 KB0951.The geoid height was determined by GEOID03.
 KB0951
 KB0951;                    North         East    Units  Estimated Accuracy
 KB0951;SPC IL W     -   339,770.      722,270.      MT  (+/- 180 meters Scaled)
 KB0951
 KB0951                          SUPERSEDED SURVEY CONTROL
 KB0951
 KB0951.No superseded survey control is available for this station.
 KB0951
 KB0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK508015(NAD 83)
 KB0951_MARKER: DB = BENCH MARK DISK
 KB0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0951_SP_SET: PLATFORM
 KB0951_STAMPING: 653 USGS RESET 1964
 KB0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0951
 KB0951  HISTORY     - Date     Condition        Report By
 KB0951  HISTORY     - 1964     MONUMENTED       CGS
 KB0951
 KB0951                          STATION DESCRIPTION
 KB0951
 KB0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KB0951'AT NEW BERLIN.
 KB0951'AT NEW BERLIN, SANGAMON COUNTY, AT THE NEW ST. MARYS CATHOLIC
 KB0951'SCHOOL, 25 FEET SOUTH OF THE EAST ENTRANCE TO THE SCHOOL, 1.5
 KB0951'FEET NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL, AND 6 INCHES
 KB0951'EAST OF EAST BRICK WALL OF SCHOOL, SET IN A DRILL HOLE IN THE
 KB0951'CONCRETE PLATFORM FOR THE EAST ENTRANCE TO THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1855 ***********************************************************************
 LB1855  DESIGNATION -  65.311
 LB1855  PID         -  LB1855
 LB1855  STATE/COUNTY-  IL/VERMILION
 LB1855  USGS QUAD   -  DANVILLE NE (1978)
 LB1855
 LB1855                         *CURRENT SURVEY CONTROL
 LB1855  ___________________________________________________________________
 LB1855* NAD 83(1986)-  40 11 03.     (N)    087 36 09.     (W)     SCALED    
 LB1855* NAVD 88     -       194.333  (meters)     637.57   (feet)  ADJUSTED  
 LB1855  ___________________________________________________________________
 LB1855  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LB1855  DYNAMIC HT  -         194.238 (meters)     637.26  (feet)  COMP
 LB1855  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 LB1855
 LB1855  VERT ORDER  -  FIRST     CLASS II
 LB1855
 LB1855.The horizontal coordinates were scaled from a topographic map and have
 LB1855.an estimated accuracy of +/- 6 seconds.
 LB1855
 LB1855.The orthometric height was determined by differential leveling
 LB1855.and adjusted by the National Geodetic Survey in June 1991..
 LB1855
 LB1855.The geoid height was determined by GEOID03.
 LB1855
 LB1855.The dynamic height is computed by dividing the NAVD 88
 LB1855.geopotential number by the normal gravity value computed on the
 LB1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1855.degrees latitude (g = 980.6199 gals.).
 LB1855
 LB1855.The modeled gravity was interpolated from observed gravity values.
 LB1855
 LB1855;                    North         East    Units  Estimated Accuracy
 LB1855;SPC IL E     -   390,710.      362,240.      MT  (+/- 180 meters Scaled)
 LB1855
 LB1855                          SUPERSEDED SURVEY CONTROL
 LB1855
 LB1855  NGVD 29 (??/??/92)  194.376  (m)          637.72   (f) ADJ UNCH    1 2
 LB1855
 LB1855.Superseded values are not recommended for survey control.
 LB1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1855.See file dsdata.txt to determine how the superseded data were derived.
 LB1855
 LB1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK487483(NAD 83)
 LB1855_MARKER: X = CHISELED CROSS
 LB1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1855_SP_SET: CULVERT
 LB1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1855
 LB1855  HISTORY     - Date     Condition        Report By
 LB1855  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1855  HISTORY     - 1935     GOOD             NGS
 LB1855  HISTORY     - 1964     GOOD             NGS
 LB1855
 LB1855                          STATION DESCRIPTION
 LB1855
 LB1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1855'4 MI NE FROM DANVILLE.
 LB1855'4.0 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LB1855'THE STATION AT DANVILLE, VERMILION COUNTY, 158 FEET EAST OF A
 LB1855'CONCRETE HIGHWAY, AT THE EAST END OF A 36-INCH CULVERT 124.65, ON
 LB1855'THE TOP OF THE BELL, 17.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 LB1855'EASTBOUND TRACK, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A CHISELED
 LB1855'CROSS.
 LB1855
 LB1855                          STATION RECOVERY (1964)
 LB1855
 LB1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LB1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1831 ***********************************************************************
 LB1831  DESIGNATION -  655
 LB1831  PID         -  LB1831
 LB1831  STATE/COUNTY-  IL/VERMILION
 LB1831  USGS QUAD   -  OAKWOOD (1978)
 LB1831
 LB1831                         *CURRENT SURVEY CONTROL
 LB1831  ___________________________________________________________________
 LB1831* NAD 83(1986)-  40 02 40.     (N)    087 51 26.     (W)     SCALED    
 LB1831* NAVD 88     -       199.688  (meters)     655.14   (feet)  ADJUSTED  
 LB1831  ___________________________________________________________________
 LB1831  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LB1831  DYNAMIC HT  -         199.587 (meters)     654.81  (feet)  COMP
 LB1831  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 LB1831
 LB1831  VERT ORDER  -  FIRST     CLASS II
 LB1831
 LB1831.The horizontal coordinates were scaled from a topographic map and have
 LB1831.an estimated accuracy of +/- 6 seconds.
 LB1831
 LB1831.The orthometric height was determined by differential leveling
 LB1831.and adjusted by the National Geodetic Survey in June 1991..
 LB1831.WARNING-Repeat measurements at this control monument indicate possible
 LB1831.vertical movement.
 LB1831
 LB1831.The geoid height was determined by GEOID03.
 LB1831
 LB1831.The dynamic height is computed by dividing the NAVD 88
 LB1831.geopotential number by the normal gravity value computed on the
 LB1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1831.degrees latitude (g = 980.6199 gals.).
 LB1831
 LB1831.The modeled gravity was interpolated from observed gravity values.
 LB1831
 LB1831;                    North         East    Units  Estimated Accuracy
 LB1831;SPC IL E     -   375,040.      340,630.      MT  (+/- 180 meters Scaled)
 LB1831
 LB1831                          SUPERSEDED SURVEY CONTROL
 LB1831
 LB1831  NGVD 29 (??/??/92)  199.74   (m)          655.3    (f) COMPUTED    1 2
 LB1831
 LB1831.Superseded values are not recommended for survey control.
 LB1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1831.See file dsdata.txt to determine how the superseded data were derived.
 LB1831
 LB1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK268330(NAD 83)
 LB1831_MARKER: P = PIPE CAP
 LB1831_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1831_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LB1831_STAMPING: 655 1906
 LB1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1831
 LB1831  HISTORY     - Date     Condition        Report By
 LB1831  HISTORY     - 1906     MONUMENTED       USGS
 LB1831  HISTORY     - 1954     GOOD             NGS
 LB1831  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1831
 LB1831                          STATION DESCRIPTION
 LB1831
 LB1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1831'1.4 MI W FROM FAIRMOUNT.
 LB1831'ABOUT 1.4 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1831'AT FAIRMOUNT, ABOUT 0.3 MILE EAST OF A NORTH-SOUTH ROAD
 LB1831'CROSSING, ABOUT 137 YARDS EAST OF A WHISTLE POST, ABOUT 75 YARDS
 LB1831'EAST OF EAST END OF A SHALLOW CUT, 32 FEET NORTH OF NORTH RAIL,
 LB1831'73 FEET NORTHWEST AND ACROSS TRACK FROM MILE POLE 316, 1.6
 LB1831'FEET NORTH OF A FENCE LINE, 2 1/2 FEET NORTH OF A WHITE WOODEN
 LB1831'WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND IS A USGS
 LB1831'PIPE AND CAP PROJECTING 8 INCHES.
 LB1831
 LB1831                          STATION RECOVERY (1986)
 LB1831
 LB1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0691 ***********************************************************************
 LD0691  DESIGNATION -  655 RESET
 LD0691  PID         -  LD0691
 LD0691  STATE/COUNTY-  IL/FULTON
 LD0691  USGS QUAD   -  CANTON (1995)
 LD0691
 LD0691                         *CURRENT SURVEY CONTROL
 LD0691  ___________________________________________________________________
 LD0691* NAD 83(1986)-  40 33 10.     (N)    090 02 06.     (W)     SCALED    
 LD0691* NAVD 88     -       199.15   (meters)     653.4    (feet)  RESET     
 LD0691  ___________________________________________________________________
 LD0691  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0691
 LD0691  VERT ORDER  -  THIRD
 LD0691
 LD0691.The horizontal coordinates were scaled from a topographic map and have
 LD0691.an estimated accuracy of +/- 6 seconds.
 LD0691
 LD0691.The orthometric height was computed from unverified reset data.
 LD0691.No vertical observational check was made to the station.
 LD0691
 LD0691.The geoid height was determined by GEOID03.
 LD0691
 LD0691;                    North         East    Units  Estimated Accuracy
 LD0691;SPC IL W     -   431,370.      711,150.      MT  (+/- 180 meters Scaled)
 LD0691
 LD0691                          SUPERSEDED SURVEY CONTROL
 LD0691
 LD0691  NGVD 29 (03/28/06)  199.24   (m)          653.7    (f) RESET       3  
 LD0691
 LD0691.Superseded values are not recommended for survey control.
 LD0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0691.See file dsdata.txt to determine how the superseded data were derived.
 LD0691
 LD0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE510933(NAD 83)
 LD0691_MARKER: DB = BENCH MARK DISK
 LD0691_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LD0691_SP_SET: STEP
 LD0691_STAMPING: ILL 655 RESET 1979
 LD0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0691
 LD0691  HISTORY     - Date     Condition        Report By
 LD0691  HISTORY     - 1979     MONUMENTED       NGS
 LD0691
 LD0691                          STATION DESCRIPTION
 LD0691
 LD0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LD0691'IN CANTON.
 LD0691'IN CANTON  AT THE SOUTHWEST ANGLE OF MAIN AND WALNUT STREETS, AT THE
 LD0691'NORTH SIDE OF AND THE NORTH ENTRANCE TO THE FULTON COUNTY SCHOOLS
 LD0691'SUPINTENDENTS OFFICE, AND AT THE WEST END OF THE THIRD STEP.
 LD0691'THE MARK IS 3 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1841 ***********************************************************************
 LB1841  DESIGNATION -  658
 LB1841  PID         -  LB1841
 LB1841  STATE/COUNTY-  IL/VERMILION
 LB1841  USGS QUAD   -  DANVILLE SW (1978)
 LB1841
 LB1841                         *CURRENT SURVEY CONTROL
 LB1841  ___________________________________________________________________
 LB1841* NAD 83(1986)-  40 03 53.     (N)    087 42 02.     (W)     SCALED    
 LB1841* NAVD 88     -       200.165  (meters)     656.71   (feet)  ADJUSTED  
 LB1841  ___________________________________________________________________
 LB1841  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LB1841  DYNAMIC HT  -         200.065 (meters)     656.38  (feet)  COMP
 LB1841  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 LB1841
 LB1841  VERT ORDER  -  FIRST     CLASS II
 LB1841
 LB1841.The horizontal coordinates were scaled from a topographic map and have
 LB1841.an estimated accuracy of +/- 6 seconds.
 LB1841
 LB1841.The orthometric height was determined by differential leveling
 LB1841.and adjusted by the National Geodetic Survey in June 1991..
 LB1841
 LB1841.The geoid height was determined by GEOID03.
 LB1841
 LB1841.The dynamic height is computed by dividing the NAVD 88
 LB1841.geopotential number by the normal gravity value computed on the
 LB1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1841.degrees latitude (g = 980.6199 gals.).
 LB1841
 LB1841.The modeled gravity was interpolated from observed gravity values.
 LB1841
 LB1841;                    North         East    Units  Estimated Accuracy
 LB1841;SPC IL E     -   377,380.      353,980.      MT  (+/- 180 meters Scaled)
 LB1841
 LB1841                          SUPERSEDED SURVEY CONTROL
 LB1841
 LB1841  NGVD 29 (??/??/92)  200.198  (m)          656.82   (f) ADJ UNCH    1 2
 LB1841
 LB1841.Superseded values are not recommended for survey control.
 LB1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1841.See file dsdata.txt to determine how the superseded data were derived.
 LB1841
 LB1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK402351(NAD 83)
 LB1841_MARKER: P = PIPE CAP
 LB1841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1841_SP_SET: SHALLOW-SET PIPE
 LB1841_STAMPING: 658 1906 DN.VILLE
 LB1841_MARK LOGO: USGS  
 LB1841_PROJECTION: PROJECTING 20 CENTIMETERS
 LB1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1841_ROD/PIPE-DEPTH: 3.0  meters
 LB1841
 LB1841  HISTORY     - Date     Condition        Report By
 LB1841  HISTORY     - 1906     MONUMENTED       USGS
 LB1841  HISTORY     - 1954     GOOD             NGS
 LB1841  HISTORY     - 1986     GOOD             NGS
 LB1841  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 LB1841
 LB1841                          STATION DESCRIPTION
 LB1841
 LB1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1841'AT CATLIN.
 LB1841'AT CATLIN, VERMILION COUNTY, ON THE WABASH RAILROAD, IN SEC. 34,
 LB1841'T 19 N, R 12 W, AT CHAMPIONS CORNER, ABOUT 195 FEET NORTH OF THE
 LB1841'TRACK, AND 30 FEET WEST OF THE ROAD.  A UNITED STATES GEOLOGICAL
 LB1841'SURVEY STANDARD CAP, STAMPED 658 1906 AND RIVETED ON THE TOP OF A
 LB1841'3-1/2-INCH IRON PIPE.
 LB1841
 LB1841                          STATION RECOVERY (1986)
 LB1841
 LB1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1841'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CATLIN,
 LB1841'AT THE INTERSECTION OF NORTH PARIS AND VERMILION STREETS, 12.1 M (39.7
 LB1841'FT) NORTHEAST OF THE NORTHEAST CORNER OF CATLIN DISCOUNT HOUSE AND
 LB1841'SERVICE STATION, 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF VERMILION
 LB1841'STREET, 6.3 M (20.7 FT) WEST OF THE CENTERLINE OF NORTH PARIS STREET,
 LB1841'AND 0.8 M (2.6 FT) SOUTHWEST OF UTILITY POLE NUMBER SL 7233296.
 LB1841'NOTE--THE ORIGINAL DESCRIPTION HAS THE STAMPING AS 658 1906 BUT IS
 LB1841'STAMPED AS 658 1906 DN.VILLE.
 LB1841'THE MARK IS 0.3 M ABOVE THE STREET.
 LB1841
 LB1841                          STATION RECOVERY (2003)
 LB1841
 LB1841'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 LB1841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1459 ***********************************************************************
 ME1459  DESIGNATION -  658
 ME1459  PID         -  ME1459
 ME1459  STATE/COUNTY-  IL/KANKAKEE
 ME1459  USGS QUAD   -  KANKAKEE (1973)
 ME1459
 ME1459                         *CURRENT SURVEY CONTROL
 ME1459  ___________________________________________________________________
 ME1459* NAD 83(1986)-  41 07 12.     (N)    087 51 36.     (W)     SCALED    
 ME1459* NAVD 88     -       200.537  (meters)     657.93   (feet)  ADJUSTED  
 ME1459  ___________________________________________________________________
 ME1459  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 ME1459  DYNAMIC HT  -         200.458 (meters)     657.67  (feet)  COMP
 ME1459  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 ME1459
 ME1459  VERT ORDER  -  SECOND    CLASS 0
 ME1459
 ME1459.The horizontal coordinates were scaled from a topographic map and have
 ME1459.an estimated accuracy of +/- 6 seconds.
 ME1459
 ME1459.The orthometric height was determined by differential leveling
 ME1459.and adjusted by the National Geodetic Survey in June 1991..
 ME1459
 ME1459.The geoid height was determined by GEOID03.
 ME1459
 ME1459.The dynamic height is computed by dividing the NAVD 88
 ME1459.geopotential number by the normal gravity value computed on the
 ME1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1459.degrees latitude (g = 980.6199 gals.).
 ME1459
 ME1459.The modeled gravity was interpolated from observed gravity values.
 ME1459
 ME1459;                    North         East    Units  Estimated Accuracy
 ME1459;SPC IL E     -   494,480.      339,750.      MT  (+/- 180 meters Scaled)
 ME1459
 ME1459                          SUPERSEDED SURVEY CONTROL
 ME1459
 ME1459  NGVD 29 (??/??/92)  200.63   (m)          658.2    (f) COMPUTED    2 0
 ME1459
 ME1459.Superseded values are not recommended for survey control.
 ME1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1459.See file dsdata.txt to determine how the superseded data were derived.
 ME1459
 ME1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL278524(NAD 83)
 ME1459_MARKER: DB = BENCH MARK DISK
 ME1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1459_SP_SET: BUILDING
 ME1459_STAMPING: 658-1922
 ME1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1459+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 ME1459
 ME1459  HISTORY     - Date     Condition        Report By
 ME1459  HISTORY     - 1922     MONUMENTED       USGS
 ME1459  HISTORY     - 1934     GOOD             NGS
 ME1459  HISTORY     - 20050715 GOOD             USPSQD
 ME1459  HISTORY     - 20051114 GOOD             USPSQD
 ME1459
 ME1459                          STATION DESCRIPTION
 ME1459
 ME1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ME1459'AT KANKAKEE.
 ME1459'AT THE POST OFFICE.  SET IN POST IN ANGLE FORMED BY THE EAST
 ME1459'SIDE OF THE SOUTH STEPS AND SOUTH WALL OF BUILDING, 2 INCHES
 ME1459'ABOVE THE GROUND.
 ME1459
 ME1459                          STATION RECOVERY (2005)
 ME1459
 ME1459'RECOVERY NOTE BY US POWER SQUADRON 2005 (JFE)
 ME1459'THIS IS FLAT ON THE PLATFORM OF THE SOUTH SIDE ENTRANCE AT THE SE
 ME1459'CORNER
 ME1459
 ME1459                          STATION RECOVERY (2005)
 ME1459
 ME1459'RECOVERY NOTE BY US POWER SQUADRON 2005 (JFE)
 ME1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0023 ***********************************************************************
 KB0023  DESIGNATION -  659
 KB0023  PID         -  KB0023
 KB0023  STATE/COUNTY-  IL/COLES
 KB0023  USGS QUAD   -  OAKLAND (1982)
 KB0023
 KB0023                         *CURRENT SURVEY CONTROL
 KB0023  ___________________________________________________________________
 KB0023* NAD 83(1986)-  39 39 16.     (N)    088 01 16.     (W)     SCALED    
 KB0023* NAVD 88     -       200.523  (meters)     657.88   (feet)  ADJUSTED  
 KB0023  ___________________________________________________________________
 KB0023  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0023  DYNAMIC HT  -         200.414 (meters)     657.52  (feet)  COMP
 KB0023  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 KB0023
 KB0023  VERT ORDER  -  FIRST     CLASS II
 KB0023
 KB0023.The horizontal coordinates were scaled from a topographic map and have
 KB0023.an estimated accuracy of +/- 6 seconds.
 KB0023
 KB0023.The orthometric height was determined by differential leveling
 KB0023.and adjusted by the National Geodetic Survey in June 1991..
 KB0023.WARNING-Repeat measurements at this control monument indicate possible
 KB0023.vertical movement.
 KB0023
 KB0023.The geoid height was determined by GEOID03.
 KB0023
 KB0023.The dynamic height is computed by dividing the NAVD 88
 KB0023.geopotential number by the normal gravity value computed on the
 KB0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0023.degrees latitude (g = 980.6199 gals.).
 KB0023
 KB0023.The modeled gravity was interpolated from observed gravity values.
 KB0023
 KB0023;                    North         East    Units  Estimated Accuracy
 KB0023;SPC IL E     -   331,680.      326,800.      MT  (+/- 180 meters Scaled)
 KB0023
 KB0023                          SUPERSEDED SURVEY CONTROL
 KB0023
 KB0023  NGVD 29 (??/??/92)  200.607  (m)          658.16   (f) ADJ UNCH    1 2
 KB0023
 KB0023.Superseded values are not recommended for survey control.
 KB0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0023.See file dsdata.txt to determine how the superseded data were derived.
 KB0023
 KB0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ124899(NAD 83)
 KB0023_MARKER: DD = SURVEY DISK
 KB0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0023_SP_SET: BUILDING
 KB0023_STAMPING: 659
 KB0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0023
 KB0023  HISTORY     - Date     Condition        Report By
 KB0023  HISTORY     - UNK      MONUMENTED       USGS
 KB0023  HISTORY     - 1956     GOOD             NGS
 KB0023  HISTORY     - 20050304 MARK NOT FOUND   ILDT
 KB0023
 KB0023                          STATION DESCRIPTION
 KB0023
 KB0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0023'AT OAKLAND.
 KB0023'AT OAKLAND, ABOUT 100 YARDS NORTHEAST OF CROSSING OF THE NEW
 KB0023'YORK, CHICAGO AND ST. LOUIS RAILROAD AND THE PENNSYLVANIA
 KB0023'RAILROAD, 36 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK OF
 KB0023'THE N.Y.C. AND ST. L. RR., 154 1/2 FEET NORTH-NORTHEAST AND
 KB0023'ACROSS TRACK FROM NORTH CORNER OF THE N.Y.C. AND ST. L. RR
 KB0023'STATION, SET VERTICALLY IN THE SOUTHEAST FACE OF BRICK BUILDING
 KB0023'PRESENTLY OCCUPIED BY HASSEY-HARRIS IMPLEMENT COMPANY (FORMERLY
 KB0023'A PART OF GRAIN ELEVATOR), 2 1/2 FEET SOUTHWEST OF EAST CORNER
 KB0023'OF BUILDING AND 1 1/2 FEET ABOVE GROUND.  NOTE-- OLD BRICK
 KB0023'BUILDING IS ABANDONED NOW LOCATED JUST SOUTH OF NEW MILLER GRAIN
 KB0023'CO.
 KB0023
 KB0023                          STATION RECOVERY (2005)
 KB0023
 KB0023'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0182 ***********************************************************************
 JC0182  DESIGNATION -  66 2 CAP
 JC0182  PID         -  JC0182
 JC0182  STATE/COUNTY-  IL/JERSEY
 JC0182  USGS QUAD   -  GRAFTON (1990)
 JC0182
 JC0182                         *CURRENT SURVEY CONTROL
 JC0182  ___________________________________________________________________
 JC0182* NAD 83(1986)-  38 58 10.     (N)    090 26 38.     (W)     SCALED    
 JC0182* NAVD 88     -       131.007  (meters)     429.81   (feet)  ADJUSTED  
 JC0182  ___________________________________________________________________
 JC0182  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JC0182  DYNAMIC HT  -         130.927 (meters)     429.55  (feet)  COMP
 JC0182  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 JC0182
 JC0182  VERT ORDER  -  FIRST     CLASS II
 JC0182
 JC0182.The horizontal coordinates were scaled from a topographic map and have
 JC0182.an estimated accuracy of +/- 6 seconds.
 JC0182
 JC0182.The orthometric height was determined by differential leveling
 JC0182.and adjusted by the National Geodetic Survey in June 1991..
 JC0182
 JC0182.The geoid height was determined by GEOID03.
 JC0182
 JC0182.The dynamic height is computed by dividing the NAVD 88
 JC0182.geopotential number by the normal gravity value computed on the
 JC0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0182.degrees latitude (g = 980.6199 gals.).
 JC0182
 JC0182.The modeled gravity was interpolated from observed gravity values.
 JC0182
 JC0182;                    North         East    Units  Estimated Accuracy
 JC0182;SPC IL W     -   255,610.      675,980.      MT  (+/- 180 meters Scaled)
 JC0182
 JC0182                          SUPERSEDED SURVEY CONTROL
 JC0182
 JC0182  NGVD 29 (??/??/92)  131.130  (m)          430.22   (f) ADJ UNCH    1 2
 JC0182
 JC0182.Superseded values are not recommended for survey control.
 JC0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0182.See file dsdata.txt to determine how the superseded data were derived.
 JC0182
 JC0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD214164(NAD 83)
 JC0182_MARKER: P = PIPE CAP
 JC0182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0182
 JC0182  HISTORY     - Date     Condition        Report By
 JC0182  HISTORY     - UNK      MONUMENTED       MRC
 JC0182  HISTORY     - 1961     GOOD             NGS
 JC0182  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 JC0182  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JC0182  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JC0182
 JC0182                          STATION DESCRIPTION
 JC0182
 JC0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JC0182'AT GRAFTON.
 JC0182'AT GRAFTON, ABOUT 0.3 MILE WEST ALONG MAIN STREET (STATE HIGHWAY
 JC0182'100) FROM THE GRAFTON SCHOOL, AT THE INTERSECTION OF MAIN AND
 JC0182'CHURCH STREET, 38 1/2 FEET SOUTH OF THE CENTER LINE OF MAIN
 JC0182'STREET, 25 1/2 FEET WEST OF THE CENTER LINE OF CHURCH STREET,
 JC0182'20 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME
 JC0182'HOUSE, 22 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 3 1/2 FEET
 JC0182'SOUTH OF A 1-FOOT HIGH ROCK WALL, 7 1/2 FEET WEST OF A 1-FOOT
 JC0182'HIGH ROCK WALL ALONG THE EAST SIDE OF A LAWN, 2 FEET BELOW THE
 JC0182'LEVEL OF MAIN STREET, ABOUT LEVEL WITH CHURCH STREET, A PIPE
 JC0182'AND CAP PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 JC0182
 JC0182                          STATION RECOVERY (1999)
 JC0182
 JC0182'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0182'MARK NOT FOUND.
 JC0182
 JC0182                          STATION RECOVERY (2001)
 JC0182
 JC0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0182'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0182
 JC0182                          STATION RECOVERY (2001)
 JC0182
 JC0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0182'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0002 ***********************************************************************
 KC0002  DESIGNATION -  660
 KC0002  PID         -  KC0002
 KC0002  STATE/COUNTY-  IL/MORGAN
 KC0002  USGS QUAD   -  ALEXANDER (1983)
 KC0002
 KC0002                         *CURRENT SURVEY CONTROL
 KC0002  ___________________________________________________________________
 KC0002* NAD 83(1986)-  39 43 28.     (N)    090 02 20.     (W)     SCALED    
 KC0002* NAVD 88     -       201.078  (meters)     659.70   (feet)  ADJUSTED  
 KC0002  ___________________________________________________________________
 KC0002  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KC0002  DYNAMIC HT  -         200.967 (meters)     659.34  (feet)  COMP
 KC0002  MODELED GRAV-     980,070.3   (mgal)                       NAVD 88
 KC0002
 KC0002  VERT ORDER  -  FIRST     CLASS II
 KC0002
 KC0002.The horizontal coordinates were scaled from a topographic map and have
 KC0002.an estimated accuracy of +/- 6 seconds.
 KC0002
 KC0002.The orthometric height was determined by differential leveling
 KC0002.and adjusted by the National Geodetic Survey in June 1991..
 KC0002
 KC0002.The geoid height was determined by GEOID03.
 KC0002
 KC0002.The dynamic height is computed by dividing the NAVD 88
 KC0002.geopotential number by the normal gravity value computed on the
 KC0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0002.degrees latitude (g = 980.6199 gals.).
 KC0002
 KC0002.The modeled gravity was interpolated from observed gravity values.
 KC0002
 KC0002;                    North         East    Units  Estimated Accuracy
 KC0002;SPC IL W     -   339,400.      710,960.      MT  (+/- 180 meters Scaled)
 KC0002
 KC0002                          SUPERSEDED SURVEY CONTROL
 KC0002
 KC0002  NGVD 29 (??/??/92)  201.201  (m)          660.11   (f) ADJ UNCH    1 2
 KC0002
 KC0002.Superseded values are not recommended for survey control.
 KC0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0002.See file dsdata.txt to determine how the superseded data were derived.
 KC0002
 KC0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE537013(NAD 83)
 KC0002_MARKER: DD = SURVEY DISK
 KC0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0002_STAMPING: 660 ILL 1921
 KC0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0002+STABILITY: SURFACE MOTION
 KC0002
 KC0002  HISTORY     - Date     Condition        Report By
 KC0002  HISTORY     - 1921     MONUMENTED       USGS
 KC0002  HISTORY     - 1933     GOOD             NGS
 KC0002
 KC0002                          STATION DESCRIPTION
 KC0002
 KC0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0002'AT ALEXANDER.
 KC0002'AT ALEXANDER, MORGAN COUNTY, AT THE CITY SQUARE, 10 FEET NORTH,
 KC0002'30 FEET WEST OF THE SOUTHEAST CORNER OF THE SQUARE, AND ABOUT
 KC0002'100 FEET NORTH AND 10 FEET WEST OF THE NORTHWEST CORNER OF A
 KC0002'LUNCH ROOM.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KC0002'STAMPED 660 ILL 1921 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0330 ***********************************************************************
 KC0330  DESIGNATION -  660
 KC0330  PID         -  KC0330
 KC0330  STATE/COUNTY-  IL/ADAMS
 KC0330  USGS QUAD   -  QUINCY EAST (1995)
 KC0330
 KC0330                         *CURRENT SURVEY CONTROL
 KC0330  ___________________________________________________________________
 KC0330* NAD 83(1986)-  39 57 40.     (N)    091 21 41.     (W)     SCALED    
 KC0330* NAVD 88     -       200.878  (meters)     659.05   (feet)  ADJUSTED  
 KC0330  ___________________________________________________________________
 KC0330  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KC0330  DYNAMIC HT  -         200.774 (meters)     658.71  (feet)  COMP
 KC0330  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 KC0330
 KC0330  VERT ORDER  -  FIRST     CLASS II
 KC0330
 KC0330.The horizontal coordinates were scaled from a topographic map and have
 KC0330.an estimated accuracy of +/- 6 seconds.
 KC0330
 KC0330.The orthometric height was determined by differential leveling
 KC0330.and adjusted by the National Geodetic Survey in June 1991..
 KC0330
 KC0330.The geoid height was determined by GEOID03.
 KC0330
 KC0330.The dynamic height is computed by dividing the NAVD 88
 KC0330.geopotential number by the normal gravity value computed on the
 KC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0330.degrees latitude (g = 980.6199 gals.).
 KC0330
 KC0330.The modeled gravity was interpolated from observed gravity values.
 KC0330
 KC0330;                    North         East    Units  Estimated Accuracy
 KC0330;SPC IL W     -   366,350.      597,930.      MT  (+/- 180 meters Scaled)
 KC0330
 KC0330                          SUPERSEDED SURVEY CONTROL
 KC0330
 KC0330  NGVD 29 (??/??/92)  200.948  (m)          659.28   (f) ADJ UNCH    1 2
 KC0330
 KC0330.Superseded values are not recommended for survey control.
 KC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0330.See file dsdata.txt to determine how the superseded data were derived.
 KC0330
 KC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE399247(NAD 83)
 KC0330_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0330_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0330_STAMPING: ILL 660
 KC0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0330
 KC0330  HISTORY     - Date     Condition        Report By
 KC0330  HISTORY     - UNK      MONUMENTED       USGS
 KC0330  HISTORY     - 1933     GOOD             NGS
 KC0330
 KC0330                          STATION DESCRIPTION
 KC0330
 KC0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0330'4.2 MI NE FROM QUINCY.
 KC0330'4-1/4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KC0330'RAILROAD FROM THE STATION AT QUINCY, ADAMS COUNTY, ABOUT 400 FEET
 KC0330'NORTHEAST OF MILEPOST 258, 300 FEET SOUTHWEST OF BRIDGE 257.79 OVER
 KC0330'A ROAD, 50 FEET SOUTH OF THE TRACK, AND 2 FEET EAST OF A FENCE
 KC0330'POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KC0330'ILL 660 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0668 ***********************************************************************
 MF0668  DESIGNATION -  660 FEET
 MF0668  PID         -  MF0668
 MF0668  STATE/COUNTY-  IL/LEE
 MF0668  USGS QUAD   -  DIXON EAST (1983)
 MF0668
 MF0668                         *CURRENT SURVEY CONTROL
 MF0668  ___________________________________________________________________
 MF0668* NAD 83(1986)-  41 50 41.     (N)    089 28 59.     (W)     SCALED    
 MF0668* NAVD 88     -       200.719  (meters)     658.53   (feet)  ADJUSTED  
 MF0668  ___________________________________________________________________
 MF0668  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0668  DYNAMIC HT  -         200.648 (meters)     658.29  (feet)  COMP
 MF0668  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 MF0668
 MF0668  VERT ORDER  -  SECOND    CLASS 0
 MF0668
 MF0668.The horizontal coordinates were scaled from a topographic map and have
 MF0668.an estimated accuracy of +/- 6 seconds.
 MF0668
 MF0668.The orthometric height was determined by differential leveling
 MF0668.and adjusted by the National Geodetic Survey in June 1991..
 MF0668
 MF0668.The geoid height was determined by GEOID03.
 MF0668
 MF0668.The dynamic height is computed by dividing the NAVD 88
 MF0668.geopotential number by the normal gravity value computed on the
 MF0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0668.degrees latitude (g = 980.6199 gals.).
 MF0668
 MF0668.The modeled gravity was interpolated from observed gravity values.
 MF0668
 MF0668;                    North         East    Units  Estimated Accuracy
 MF0668;SPC IL W     -   575,060.      756,770.      MT  (+/- 180 meters Scaled)
 MF0668
 MF0668                          SUPERSEDED SURVEY CONTROL
 MF0668
 MF0668  NGVD 29 (??/??/92)  200.79   (m)          658.8    (f) COMPUTED    2 0
 MF0668
 MF0668.Superseded values are not recommended for survey control.
 MF0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0668.See file dsdata.txt to determine how the superseded data were derived.
 MF0668
 MF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM938355(NAD 83)
 MF0668_MARKER: DB = BENCH MARK DISK
 MF0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0668_SP_SET: SIDEWALK
 MF0668_STAMPING: 660 FEET
 MF0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0668
 MF0668  HISTORY     - Date     Condition        Report By
 MF0668  HISTORY     - UNK      MONUMENTED       USGS
 MF0668  HISTORY     - 1934     GOOD             NGS
 MF0668  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF0668  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF0668
 MF0668                          STATION DESCRIPTION
 MF0668
 MF0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF0668'AT DIXON.
 MF0668'AT THE SOUTH END OF THE OLD ROCK BRIDGE, 3 FEET WEST OF THE
 MF0668'NORTHWEST CORNER OF THE CHAMBER OF COMMERCE BUILDING.  SET IN
 MF0668'THE SIDEWALK 1 FOOT SOUTH OF THE CONCRETE RAILING.
 MF0668
 MF0668                          STATION RECOVERY (2002)
 MF0668
 MF0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0668'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0668
 MF0668                          STATION RECOVERY (2003)
 MF0668
 MF0668'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0668'MASSIVE RECONSTRUCTION AT THIS LOCATION. CHAMBER OF COMMERCE BUILDING
 MF0668' 
 MF0668'RAZED. BRIDGE REBUILT, NOW SIX LANES. STATION PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0294 ***********************************************************************
 KC0294  DESIGNATION -  662
 KC0294  PID         -  KC0294
 KC0294  STATE/COUNTY-  IL/BROWN
 KC0294  USGS QUAD   -  VERSAILLES (1980)
 KC0294
 KC0294                         *CURRENT SURVEY CONTROL
 KC0294  ___________________________________________________________________
 KC0294* NAD 83(1986)-  39 55 24.     (N)    090 42 04.     (W)     SCALED    
 KC0294* NAVD 88     -       201.514  (meters)     661.13   (feet)  ADJUSTED  
 KC0294  ___________________________________________________________________
 KC0294  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KC0294  DYNAMIC HT  -         201.406 (meters)     660.78  (feet)  COMP
 KC0294  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 KC0294
 KC0294  VERT ORDER  -  FIRST     CLASS II
 KC0294
 KC0294.The horizontal coordinates were scaled from a topographic map and have
 KC0294.an estimated accuracy of +/- 6 seconds.
 KC0294
 KC0294.The orthometric height was determined by differential leveling
 KC0294.and adjusted by the National Geodetic Survey in June 1991..
 KC0294
 KC0294.The geoid height was determined by GEOID03.
 KC0294
 KC0294.The dynamic height is computed by dividing the NAVD 88
 KC0294.geopotential number by the normal gravity value computed on the
 KC0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0294.degrees latitude (g = 980.6199 gals.).
 KC0294
 KC0294.The modeled gravity was interpolated from observed gravity values.
 KC0294
 KC0294;                    North         East    Units  Estimated Accuracy
 KC0294;SPC IL W     -   361,610.      654,310.      MT  (+/- 180 meters Scaled)
 KC0294
 KC0294                          SUPERSEDED SURVEY CONTROL
 KC0294
 KC0294  NGVD 29 (??/??/92)  201.607  (m)          661.44   (f) ADJ UNCH    1 2
 KC0294
 KC0294.Superseded values are not recommended for survey control.
 KC0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0294.See file dsdata.txt to determine how the superseded data were derived.
 KC0294
 KC0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE964217(NAD 83)
 KC0294_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0294_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0294_STAMPING: ILL 662
 KC0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0294
 KC0294  HISTORY     - Date     Condition        Report By
 KC0294  HISTORY     - UNK      MONUMENTED       USGS
 KC0294  HISTORY     - 1933     GOOD             NGS
 KC0294
 KC0294                          STATION DESCRIPTION
 KC0294
 KC0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0294'0.2 MI NW FROM GILBIRDS.
 KC0294'ABOUT 1/4 MILE NORTHWEST ALONG THE WABASH RAILWAY FROM GILBIRDS,
 KC0294'BROWN COUNTY, 25 POLES NORTHWEST OF MILEPOST 482, AT A GRADE
 KC0294'CROSSING, ABOUT 350 FEET NORTH OF THE SCHOOL, 60 FEET EAST OF
 KC0294'THE TRACK, AND 10 FEET EAST OF A HIGHWAY.  A UNITED STATES
 KC0294'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 662 AND RIVETED ON
 KC0294'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1826 ***********************************************************************
 LB1826  DESIGNATION -  664
 LB1826  PID         -  LB1826
 LB1826  STATE/COUNTY-  IL/VERMILION
 LB1826  USGS QUAD   -  HOMER (1975)
 LB1826
 LB1826                         *CURRENT SURVEY CONTROL
 LB1826  ___________________________________________________________________
 LB1826* NAD 83(1986)-  40 02 22.     (N)    087 54 37.     (W)     SCALED    
 LB1826* NAVD 88     -       202.285  (meters)     663.66   (feet)  ADJUSTED  
 LB1826  ___________________________________________________________________
 LB1826  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LB1826  DYNAMIC HT  -         202.182 (meters)     663.33  (feet)  COMP
 LB1826  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LB1826
 LB1826  VERT ORDER  -  FIRST     CLASS II
 LB1826
 LB1826.The horizontal coordinates were scaled from a topographic map and have
 LB1826.an estimated accuracy of +/- 6 seconds.
 LB1826
 LB1826.The orthometric height was determined by differential leveling
 LB1826.and adjusted by the National Geodetic Survey in June 1991..
 LB1826
 LB1826.The geoid height was determined by GEOID03.
 LB1826
 LB1826.The dynamic height is computed by dividing the NAVD 88
 LB1826.geopotential number by the normal gravity value computed on the
 LB1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1826.degrees latitude (g = 980.6199 gals.).
 LB1826
 LB1826.The modeled gravity was interpolated from observed gravity values.
 LB1826
 LB1826;                    North         East    Units  Estimated Accuracy
 LB1826;SPC IL E     -   374,470.      336,110.      MT  (+/- 180 meters Scaled)
 LB1826
 LB1826                          SUPERSEDED SURVEY CONTROL
 LB1826
 LB1826  NGVD 29 (??/??/92)  202.31   (m)          663.7    (f) COMPUTED    1 2
 LB1826
 LB1826.Superseded values are not recommended for survey control.
 LB1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1826.See file dsdata.txt to determine how the superseded data were derived.
 LB1826
 LB1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK223325(NAD 83)
 LB1826_MARKER: P = PIPE CAP
 LB1826_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LB1826_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LB1826_STAMPING: 663 ILL
 LB1826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1826
 LB1826  HISTORY     - Date     Condition        Report By
 LB1826  HISTORY     - UNK      MONUMENTED       USGS
 LB1826  HISTORY     - 1954     MARK NOT FOUND   NGS
 LB1826
 LB1826                          STATION DESCRIPTION
 LB1826
 LB1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1826'5.6 MI W FROM FAIRMOUNT.
 LB1826'THE DISTANCE OF 5.6 MILES FROM FAIRMOUNT IS PROBABLY IN ERROR
 LB1826'AND IS PROBABLY 5.6 MILES FROM THE RAILROAD INTERSECTION AT
 LB1826'RYAN.  B.M. 664 (U.S.G.S.) IS PLOTTED ON QUADRANGLE SHEET AT
 LB1826'POINT ABOUT 4 1/2 MILES WEST OF FAIRMOUNT AND THIS IS APPARENTLY
 LB1826'THE MARK.  LOCAL RESIDENTS REMEMBERED SEEING THE PIPE AND
 LB1826'CAP AND SAID THAT IT PROJECTED ABOUT 1 FOOT THE LAST TIME THAT IT
 LB1826'WAS SEEN, HOWEVER, THEY BELIEVED THAT IT HAD BEEN DESTROYED BY
 LB1826'GRADING OPERATIONS.  NOTE-- PREVIOUSLY PUBLISHED AS S4 (USGS)
 LB1826'ON OUR LIST.  T. 33 N., R. 2 E, 0.25 MILE E OF SOUTHWEST CORNER
 LB1826'OF SEC. 26, OPPOSITE T ROAD SOUTH, 1.3 FEET SOUTH OF FENCE,
 LB1826'NORTH SIDE OF EAST-WEST ROAD, IRON POST STAMPED 663 I11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1528 ***********************************************************************
 KA1528  DESIGNATION -  664
 KA1528  PID         -  KA1528
 KA1528  STATE/COUNTY-  IL/EDGAR
 KA1528  USGS QUAD   -  BROCTON (1982)
 KA1528
 KA1528                         *CURRENT SURVEY CONTROL
 KA1528  ___________________________________________________________________
 KA1528* NAD 83(1986)-  39 39 25.     (N)    087 55 38.     (W)     SCALED    
 KA1528* NAVD 88     -       202.165  (meters)     663.27   (feet)  ADJUSTED  
 KA1528  ___________________________________________________________________
 KA1528  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KA1528  DYNAMIC HT  -         202.055 (meters)     662.91  (feet)  COMP
 KA1528  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 KA1528
 KA1528  VERT ORDER  -  FIRST     CLASS II
 KA1528
 KA1528.The horizontal coordinates were scaled from a topographic map and have
 KA1528.an estimated accuracy of +/- 6 seconds.
 KA1528
 KA1528.The orthometric height was determined by differential leveling
 KA1528.and adjusted by the National Geodetic Survey in June 1991..
 KA1528
 KA1528.The geoid height was determined by GEOID03.
 KA1528
 KA1528.The dynamic height is computed by dividing the NAVD 88
 KA1528.geopotential number by the normal gravity value computed on the
 KA1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1528.degrees latitude (g = 980.6199 gals.).
 KA1528
 KA1528.The modeled gravity was interpolated from observed gravity values.
 KA1528
 KA1528;                    North         East    Units  Estimated Accuracy
 KA1528;SPC IL E     -   331,990.      334,850.      MT  (+/- 180 meters Scaled)
 KA1528
 KA1528                          SUPERSEDED SURVEY CONTROL
 KA1528
 KA1528  NGVD 29 (??/??/92)  202.250  (m)          663.55   (f) ADJ UNCH    1 2
 KA1528
 KA1528.Superseded values are not recommended for survey control.
 KA1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1528.See file dsdata.txt to determine how the superseded data were derived.
 KA1528
 KA1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ204900(NAD 83)
 KA1528_MARKER: DD = SURVEY DISK
 KA1528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1528_SP_SET: CULVERT
 KA1528_STAMPING: 664
 KA1528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1528
 KA1528  HISTORY     - Date     Condition        Report By
 KA1528  HISTORY     - UNK      MONUMENTED       USGS
 KA1528  HISTORY     - 1956     GOOD             NGS
 KA1528
 KA1528                          STATION DESCRIPTION
 KA1528
 KA1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1528'3.6 MI W FROM REDMON.
 KA1528'ABOUT 3.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1528'STATION AT REDMON, ABOUT 0.55 MILE EAST OF CROSSING OF STATE
 KA1528'HIGHWAY 49 AT BORTON, NEAR SOUTHWEST CORNER OF SECTION 23,
 KA1528'T.14 N., R.14 W., AT A NORTH-SOUTH ROAD CROSSING, IN THE TOP OF
 KA1528'WEST END OF NORTH STONE HEAD WALL OF A 12-INCH TILE CULVERT
 KA1528'UNDER TRACK, 9 FEET NORTH OF NORTH RAIL, 25 FEET EAST OF CENTER
 KA1528'LINE OF ROAD AND 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7920 ***********************************************************************
 DF7920  CBN         -  This is a Cooperative Base Network Control Station.
 DF7920  DESIGNATION -  66501
 DF7920  PID         -  DF7920
 DF7920  STATE/COUNTY-  IL/DU PAGE
 DF7920  USGS QUAD   -  NAPERVILLE (1993)
 DF7920
 DF7920                         *CURRENT SURVEY CONTROL
 DF7920  ___________________________________________________________________
 DF7920* NAD 83(1997)-  41 49 22.05091(N)    088 14 31.63583(W)     ADJUSTED  
 DF7920* NAVD 88     -       234.3    (meters)     769.     (feet)  GPS OBS   
 DF7920  ___________________________________________________________________
 DF7920  X           -     146,026.679 (meters)                     COMP
 DF7920  Y           -  -4,758,056.339 (meters)                     COMP
 DF7920  Z           -   4,231,090.510 (meters)                     COMP
 DF7920  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DF7920  ELLIP HEIGHT-         201.21  (meters)          (09/15/03) GPS OBS
 DF7920  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DF7920
 DF7920  HORZ ORDER  -  A
 DF7920  ELLP ORDER  -  FOURTH    CLASS I
 DF7920
 DF7920.The horizontal coordinates were established by GPS observations
 DF7920.and adjusted by the National Geodetic Survey in September 2003..
 DF7920
 DF7920.The orthometric height was determined by GPS observations and a
 DF7920.high-resolution geoid model.
 DF7920
 DF7920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7920
 DF7920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7920
 DF7920.The ellipsoidal height was determined by GPS observations
 DF7920.and is referenced to NAD 83.
 DF7920
 DF7920.The geoid height was determined by GEOID03.
 DF7920
 DF7920;                    North         East     Units Scale Factor Converg.
 DF7920;SPC IL E     -   572,424.345   307,577.747   MT  0.99997571   +0 03 39.0
 DF7920;SPC IL E     - 1,878,028.87  1,009,111.32   sFT  0.99997571   +0 03 39.0
 DF7920;UTM  16      - 4,630,847.001   396,844.661   MT  0.99973094   -0 49 42.1
 DF7920
 DF7920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7920!SPC IL E     -   0.99996844  x   0.99997571  =   0.99994415
 DF7920!UTM  16      -   0.99996844  x   0.99973094  =   0.99969939
 DF7920
 DF7920                          SUPERSEDED SURVEY CONTROL
 DF7920
 DF7920.No superseded survey control is available for this station.
 DF7920
 DF7920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9684530847(NAD 83)
 DF7920_MARKER: Z = SEE DESCRIPTION
 DF7920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7920_STAMPING: 66501
 DF7920_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7920_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7920+STABILITY: POSITION/ELEVATION WELL
 DF7920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7920+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DF7920
 DF7920  HISTORY     - Date     Condition        Report By
 DF7920  HISTORY     - 1972     MONUMENTED       DOE
 DF7920  HISTORY     - 20030702 GOOD             NGS
 DF7920
 DF7920                          STATION DESCRIPTION
 DF7920
 DF7920'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (VB)
 DF7920'LOCATED 4 MILES NORTH OF I-88 IN THE FIRMI NATIONAL ACCELERATOR
 DF7920'LABORATORY
 DF7920'TO REACH FROM THE INTERSECTION OF EOLA ROAD/ BATAVIA ROAD TURN RIGHT
 DF7920'(GO SOUTH) TO
 DF7920'SWENSON ROAD THEN TURN RIGHT TOWARDS THE DO ASSEMBLY BUILDING. PAST
 DF7920'THE DO
 DF7920'PAVEMENT FOLLOW A GRAVEL ROAD 1.5 MILES TO THE DRIVEWAY OF AN
 DF7920'ABANDONED HOMESTEAD
 DF7920'(NO BUILDINGS) ENTER DRIVEWAY. THE MARK IS IN A 15 FOOT HIGH CONCRETE
 DF7920'PILLAR WHICH IS
 DF7920'VISIBLE 57 M STRAIGHT AHEAD
 DF7920' 
 DF7920'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7921 ***********************************************************************
 DF7921  CBN         -  This is a Cooperative Base Network Control Station.
 DF7921  DESIGNATION -  66503
 DF7921  PID         -  DF7921
 DF7921  STATE/COUNTY-  IL/DU PAGE
 DF7921  USGS QUAD   -  NAPERVILLE (1993)
 DF7921
 DF7921                         *CURRENT SURVEY CONTROL
 DF7921  ___________________________________________________________________
 DF7921* NAD 83(1997)-  41 50 14.17719(N)    088 14 14.81353(W)     ADJUSTED  
 DF7921* NAVD 88     -       232.7    (meters)     763.     (feet)  GPS OBS   
 DF7921  ___________________________________________________________________
 DF7921  X           -     146,381.703 (meters)                     COMP
 DF7921  Y           -  -4,756,971.109 (meters)                     COMP
 DF7921  Z           -   4,232,287.810 (meters)                     COMP
 DF7921  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 DF7921  ELLIP HEIGHT-         199.59  (meters)          (09/15/03) GPS OBS
 DF7921  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DF7921
 DF7921  HORZ ORDER  -  A
 DF7921  ELLP ORDER  -  FOURTH    CLASS I
 DF7921
 DF7921.The horizontal coordinates were established by GPS observations
 DF7921.and adjusted by the National Geodetic Survey in September 2003..
 DF7921
 DF7921.The orthometric height was determined by GPS observations and a
 DF7921.high-resolution geoid model.
 DF7921
 DF7921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7921
 DF7921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7921
 DF7921.The ellipsoidal height was determined by GPS observations
 DF7921.and is referenced to NAD 83.
 DF7921
 DF7921.The geoid height was determined by GEOID03.
 DF7921
 DF7921;                    North         East     Units Scale Factor Converg.
 DF7921;SPC IL E     -   574,032.968   307,964.165   MT  0.99997578   +0 03 50.2
 DF7921;SPC IL E     - 1,883,306.50  1,010,379.10   sFT  0.99997578   +0 03 50.2
 DF7921;UTM  16      - 4,632,449.040   397,255.898   MT  0.99972990   -0 49 31.7
 DF7921
 DF7921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7921!SPC IL E     -   0.99996870  x   0.99997578  =   0.99994448
 DF7921!UTM  16      -   0.99996870  x   0.99972990  =   0.99969860
 DF7921
 DF7921                          SUPERSEDED SURVEY CONTROL
 DF7921
 DF7921.No superseded survey control is available for this station.
 DF7921
 DF7921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9725632449(NAD 83)
 DF7921_MARKER: Z = SEE DESCRIPTION
 DF7921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7921_STAMPING: 66503
 DF7921_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7921+STABILITY: POSITION/ELEVATION WELL
 DF7921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7921+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DF7921
 DF7921  HISTORY     - Date     Condition        Report By
 DF7921  HISTORY     - 1972     MONUMENTED       DOE
 DF7921  HISTORY     - 20030702 GOOD             NGS
 DF7921
 DF7921                          STATION DESCRIPTION
 DF7921
 DF7921'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (VB)
 DF7921'LOCATED 4 MILES NORTH OF I-88 IN THE FIRMI NATIONAL ACCELERATOR
 DF7921'LABORATORY
 DF7921'TO REACH FROM THE INTERSECTION OF EOLA ROAD/ BATAVIA ROAD TURN RIGHT
 DF7921'(GO SOUTH) 0.5
 DF7921'MILE TO DRIVEWAY ON RIGHT. THE MARK IS IN A 15 FOOT HIGH CONCRETE
 DF7921'PILLAR WHICH IS VISIBLE
 DF7921'64 M STRAIGHT AHEAD
 DF7921' 
 DF7921'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7922 ***********************************************************************
 DF7922  CBN         -  This is a Cooperative Base Network Control Station.
 DF7922  DESIGNATION -  66529
 DF7922  PID         -  DF7922
 DF7922  STATE/COUNTY-  IL/DU PAGE
 DF7922  USGS QUAD   -  AURORA NORTH (1993)
 DF7922
 DF7922                         *CURRENT SURVEY CONTROL
 DF7922  ___________________________________________________________________
 DF7922* NAD 83(1997)-  41 51 06.99121(N)    088 15 15.54803(W)     ADJUSTED  
 DF7922* NAVD 88     -       233.3    (meters)     765.     (feet)  GPS OBS   
 DF7922  ___________________________________________________________________
 DF7922  X           -     144,947.908 (meters)                     COMP
 DF7922  Y           -  -4,755,927.879 (meters)                     COMP
 DF7922  Z           -   4,233,502.121 (meters)                     COMP
 DF7922  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DF7922  ELLIP HEIGHT-         200.18  (meters)          (09/15/03) GPS OBS
 DF7922  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DF7922
 DF7922  HORZ ORDER  -  A
 DF7922  ELLP ORDER  -  FOURTH    CLASS I
 DF7922
 DF7922.The horizontal coordinates were established by GPS observations
 DF7922.and adjusted by the National Geodetic Survey in September 2003..
 DF7922
 DF7922.The orthometric height was determined by GPS observations and a
 DF7922.high-resolution geoid model.
 DF7922
 DF7922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7922
 DF7922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7922
 DF7922.The ellipsoidal height was determined by GPS observations
 DF7922.and is referenced to NAD 83.
 DF7922
 DF7922.The geoid height was determined by GEOID03.
 DF7922
 DF7922;                    North         East     Units Scale Factor Converg.
 DF7922;SPC IL E     -   575,660.964   306,561.396   MT  0.99997553   +0 03 09.8
 DF7922;SPC IL E     - 1,888,647.68  1,005,776.85   sFT  0.99997553   +0 03 09.8
 DF7922;UTM  16      - 4,634,098.215   395,878.909   MT  0.99973340   -0 50 13.1
 DF7922
 DF7922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7922!SPC IL E     -   0.99996860  x   0.99997553  =   0.99994413
 DF7922!UTM  16      -   0.99996860  x   0.99973340  =   0.99970201
 DF7922
 DF7922                          SUPERSEDED SURVEY CONTROL
 DF7922
 DF7922.No superseded survey control is available for this station.
 DF7922
 DF7922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9587934098(NAD 83)
 DF7922_MARKER: Z = SEE DESCRIPTION
 DF7922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7922_STAMPING: 66529
 DF7922_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7922+STABILITY: POSITION/ELEVATION WELL
 DF7922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7922+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DF7922
 DF7922  HISTORY     - Date     Condition        Report By
 DF7922  HISTORY     - 1972     MONUMENTED       DOE
 DF7922  HISTORY     - 20030702 GOOD             NGS
 DF7922
 DF7922                          STATION DESCRIPTION
 DF7922
 DF7922'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (VB)
 DF7922'LOCATED 4 MILES NORTH OF I-88 IN THE FIRMI NATIONAL ACCELERATOR
 DF7922'LABORATORY
 DF7922'TO REACH FROM THE INTERSECTION OF EOLA ROAD/ BATAVIA ROAD TURN RIGHT
 DF7922'INTO BATAVIA ROAD
 DF7922'FOLLOW THIS 0.7 MILE TO DRIVEWAY ON RIGHT OF BARNSTORMERS FLYING CLUB.
 DF7922'ENTER DRIVEWAY.
 DF7922'THE MARK IS IN A 15 FOOT HIGH CONCRETE PILLAR WHICH IS VISIBLE ABOUT
 DF7922'250 M STRAIGHT AHEAD
 DF7922'IN THE MIDDLE OF A CORN FIELD
 DF7922' 
 DF7922'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1183 ***********************************************************************
 MF1183  DESIGNATION -  665.4
 MF1183  PID         -  MF1183
 MF1183  STATE/COUNTY-  IL/WHITESIDE
 MF1183  USGS QUAD   -  STERLING (1983)
 MF1183
 MF1183                         *CURRENT SURVEY CONTROL
 MF1183  ___________________________________________________________________
 MF1183* NAD 83(1986)-  41 47 23.     (N)    089 42 44.     (W)     SCALED    
 MF1183* NAVD 88     -       202.739  (meters)     665.15   (feet)  ADJUSTED  
 MF1183  ___________________________________________________________________
 MF1183  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1183  DYNAMIC HT  -         202.667 (meters)     664.92  (feet)  COMP
 MF1183  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 MF1183
 MF1183  VERT ORDER  -  SECOND    CLASS 0
 MF1183
 MF1183.The horizontal coordinates were scaled from a topographic map and have
 MF1183.an estimated accuracy of +/- 6 seconds.
 MF1183
 MF1183.The orthometric height was determined by differential leveling
 MF1183.and adjusted by the National Geodetic Survey in June 1991..
 MF1183
 MF1183.The geoid height was determined by GEOID03.
 MF1183
 MF1183.The dynamic height is computed by dividing the NAVD 88
 MF1183.geopotential number by the normal gravity value computed on the
 MF1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1183.degrees latitude (g = 980.6199 gals.).
 MF1183
 MF1183.The modeled gravity was interpolated from observed gravity values.
 MF1183
 MF1183;                    North         East    Units  Estimated Accuracy
 MF1183;SPC IL W     -   568,830.      737,770.      MT  (+/- 180 meters Scaled)
 MF1183
 MF1183                          SUPERSEDED SURVEY CONTROL
 MF1183
 MF1183  NGVD 29 (??/??/92)  202.796  (m)          665.34   (f) ADJ UNCH    2 0
 MF1183
 MF1183.Superseded values are not recommended for survey control.
 MF1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1183.See file dsdata.txt to determine how the superseded data were derived.
 MF1183
 MF1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM746299(NAD 83)
 MF1183_MARKER: Q = CHISELED SQUARE
 MF1183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1183_SP_SET: CURB
 MF1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1183
 MF1183  HISTORY     - Date     Condition        Report By
 MF1183  HISTORY     - UNK      MONUMENTED       USGS
 MF1183  HISTORY     - 1934     GOOD             NGS
 MF1183  HISTORY     - 19980222 MARK NOT FOUND   USPSQD
 MF1183  HISTORY     - 19990505 MARK NOT FOUND   USPSQD
 MF1183  HISTORY     - 20030312 MARK NOT FOUND   USPSQD
 MF1183  HISTORY     - 20050321 MARK NOT FOUND   USPSQD
 MF1183
 MF1183                          STATION DESCRIPTION
 MF1183
 MF1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF1183'AT STERLING.
 MF1183'AT STERLING, WHITESIDE COUNTY, AT THE NORTHEAST CORNER OF THE
 MF1183'INTERSECTION OF WEST FOURTH STREET AND AVENUE L, NEAR A POWER
 MF1183'POLE, AND ON THE TOP OF A CONCRETE CURB.  A CHISELED SQUARE,
 MF1183'SURROUNDED BY THE PAINTED LETTERS U S B M 665.4.
 MF1183
 MF1183                          STATION RECOVERY (1998)
 MF1183
 MF1183'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1183'MARK NOT FOUND.
 MF1183
 MF1183                          STATION RECOVERY (1999)
 MF1183
 MF1183'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1183'MARK NOT FOUND.
 MF1183
 MF1183                          STATION RECOVERY (2003)
 MF1183
 MF1183'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MF1183'THIS SECTION OF CURBING REPLACED YEARS AGO. SHOULD BE CONSIDERED
 MF1183'DESTROYED
 MF1183
 MF1183                          STATION RECOVERY (2005)
 MF1183
 MF1183'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7897 ***********************************************************************
 DF7897  CBN         -  This is a Cooperative Base Network Control Station.
 DF7897  DESIGNATION -  66588
 DF7897  PID         -  DF7897
 DF7897  STATE/COUNTY-  IL/DU PAGE
 DF7897  USGS QUAD   -  AURORA NORTH (1993)
 DF7897
 DF7897                         *CURRENT SURVEY CONTROL
 DF7897  ___________________________________________________________________
 DF7897* NAD 83(1997)-  41 49 50.75388(N)    088 16 30.65833(W)     ADJUSTED  
 DF7897* NAVD 88     -       231.8    (meters)     760.     (feet)  GPS OBS   
 DF7897  ___________________________________________________________________
 DF7897  X           -     143,263.247 (meters)                     COMP
 DF7897  Y           -  -4,757,547.645 (meters)                     COMP
 DF7897  Z           -   4,231,748.769 (meters)                     COMP
 DF7897  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DF7897  ELLIP HEIGHT-         198.73  (meters)          (09/15/03) GPS OBS
 DF7897  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DF7897
 DF7897  HORZ ORDER  -  A
 DF7897  ELLP ORDER  -  FOURTH    CLASS I
 DF7897
 DF7897.The horizontal coordinates were established by GPS observations
 DF7897.and adjusted by the National Geodetic Survey in September 2003..
 DF7897
 DF7897.The orthometric height was determined by GPS observations and a
 DF7897.high-resolution geoid model.
 DF7897
 DF7897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7897
 DF7897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7897
 DF7897.The ellipsoidal height was determined by GPS observations
 DF7897.and is referenced to NAD 83.
 DF7897
 DF7897.The geoid height was determined by GEOID03.
 DF7897
 DF7897;                    North         East     Units Scale Factor Converg.
 DF7897;SPC IL E     -   573,307.501   304,830.434   MT  0.99997529   +0 02 19.6
 DF7897;SPC IL E     - 1,880,926.36  1,000,097.85   sFT  0.99997529   +0 02 19.6
 DF7897;UTM  16      - 4,631,772.466   394,112.044   MT  0.99973797   -0 51 01.9
 DF7897
 DF7897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7897!SPC IL E     -   0.99996883  x   0.99997529  =   0.99994412
 DF7897!UTM  16      -   0.99996883  x   0.99973797  =   0.99970681
 DF7897
 DF7897                          SUPERSEDED SURVEY CONTROL
 DF7897
 DF7897.No superseded survey control is available for this station.
 DF7897
 DF7897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9411231772(NAD 83)
 DF7897_MARKER: Z = SEE DESCRIPTION
 DF7897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7897_STAMPING: 66588
 DF7897_MARK LOGO: DOE   
 DF7897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7897+STABILITY: POSITION/ELEVATION WELL
 DF7897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7897+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DF7897
 DF7897  HISTORY     - Date     Condition        Report By
 DF7897  HISTORY     - 1994     MONUMENTED       DOE
 DF7897  HISTORY     - 20030702 GOOD             NGS
 DF7897
 DF7897                          STATION DESCRIPTION
 DF7897
 DF7897'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (VB)
 DF7897'LOCATED 4 MILES NORTH OF I-88 IN THE FIRMI NATIONAL ACCELERATOR
 DF7897'LABORATORY
 DF7897'TO REACH FROM THE INTERSECTION OF KIRK ROAD/ PINE ST TURN RIGHT (GO
 DF7897'EAST) ON KIRK ROAD
 DF7897'AND PROCEED 0.6 MILES TO INDIAN ROAD THEN TURN RIGHT (WEST) 4.5 MILES
 DF7897'TO THE ON RIGHT ON
 DF7897'THE NORTH END OF COOLONG POND OPPOSITE MI20. ENTER DRIVEWAY AND FOLLOW
 DF7897'DRIVE ALONG
 DF7897'TOP OF POND EMBANKMENT 1.5 MILES SOUTH TO MONUMNET ON RIGHT. THE MARK
 DF7897'IS IN A 15 FOOT
 DF7897'HIGH CONCRETE PILLAR.
 DF7897' 
 DF7897'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0030 ***********************************************************************
 LD0030  DESIGNATION -  668
 LD0030  PID         -  LD0030
 LD0030  STATE/COUNTY-  IL/KNOX
 LD0030  USGS QUAD   -  GALESBURG EAST (1982)
 LD0030
 LD0030                         *CURRENT SURVEY CONTROL
 LD0030  ___________________________________________________________________
 LD0030* NAD 83(1986)-  40 56 16.     (N)    090 16 26.     (W)     SCALED    
 LD0030* NAVD 88     -       204.061  (meters)     669.49   (feet)  ADJUSTED  
 LD0030  ___________________________________________________________________
 LD0030  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0030  DYNAMIC HT  -         203.971 (meters)     669.19  (feet)  COMP
 LD0030  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 LD0030
 LD0030  VERT ORDER  -  SECOND    CLASS 0
 LD0030
 LD0030.The horizontal coordinates were scaled from a topographic map and have
 LD0030.an estimated accuracy of +/- 6 seconds.
 LD0030
 LD0030.The orthometric height was determined by differential leveling
 LD0030.and adjusted by the National Geodetic Survey in June 1991..
 LD0030
 LD0030.The geoid height was determined by GEOID03.
 LD0030
 LD0030.The dynamic height is computed by dividing the NAVD 88
 LD0030.geopotential number by the normal gravity value computed on the
 LD0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0030.degrees latitude (g = 980.6199 gals.).
 LD0030
 LD0030.The modeled gravity was interpolated from observed gravity values.
 LD0030
 LD0030;                    North         East    Units  Estimated Accuracy
 LD0030;SPC IL W     -   474,120.      690,970.      MT  (+/- 180 meters Scaled)
 LD0030
 LD0030                          SUPERSEDED SURVEY CONTROL
 LD0030
 LD0030  NGVD 29 (??/??/92)  204.122  (m)          669.69   (f) ADJ UNCH    2 0
 LD0030
 LD0030.Superseded values are not recommended for survey control.
 LD0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0030.See file dsdata.txt to determine how the superseded data were derived.
 LD0030
 LD0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF294354(NAD 83)
 LD0030_MARKER: Q = CHISELED SQUARE
 LD0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0030_SP_SET: CULVERT
 LD0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0030
 LD0030  HISTORY     - Date     Condition        Report By
 LD0030  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0030  HISTORY     - 1935     GOOD             NGS
 LD0030  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0030
 LD0030                          STATION DESCRIPTION
 LD0030
 LD0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0030'1 MI W FROM KNOX.
 LD0030'1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0030'FROM THE STATION AT KNOX, KNOX COUNTY, AT CULVERT 172 B, NEAR
 LD0030'THE CENTER OF THE TOP OF THE NORTH HEADWALL, AND 6 INCHES WEST
 LD0030'OF THE CHISELED LETTER M.  A CHISELED HALF SQUARE.
 LD0030
 LD0030                          STATION RECOVERY (1997)
 LD0030
 LD0030'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0202 ***********************************************************************
 NG0202  DESIGNATION -  668 RESET 1967
 NG0202  PID         -  NG0202
 NG0202  STATE/COUNTY-  IL/LAKE
 NG0202  USGS QUAD   -  WAUKEGAN (1993)
 NG0202
 NG0202                         *CURRENT SURVEY CONTROL
 NG0202  ___________________________________________________________________
 NG0202* NAD 83(1986)-  42 21 36.     (N)    087 49 57.     (W)     SCALED    
 NG0202* NAVD 88     -       203.476  (meters)     667.57   (feet)  ADJUSTED  
 NG0202  ___________________________________________________________________
 NG0202  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NG0202  DYNAMIC HT  -         203.412 (meters)     667.36  (feet)  COMP
 NG0202  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 NG0202
 NG0202  VERT ORDER  -  FIRST     CLASS 0
 NG0202
 NG0202.The horizontal coordinates were scaled from a topographic map and have
 NG0202.an estimated accuracy of +/- 6 seconds.
 NG0202
 NG0202.The orthometric height was determined by differential leveling
 NG0202.and adjusted by the National Geodetic Survey in June 1991..
 NG0202
 NG0202.The geoid height was determined by GEOID03.
 NG0202
 NG0202.The dynamic height is computed by dividing the NAVD 88
 NG0202.geopotential number by the normal gravity value computed on the
 NG0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0202.degrees latitude (g = 980.6199 gals.).
 NG0202
 NG0202.The modeled gravity was interpolated from observed gravity values.
 NG0202
 NG0202;                    North         East    Units  Estimated Accuracy
 NG0202;SPC IL E     -   632,210.      341,260.      MT  (+/- 180 meters Scaled)
 NG0202
 NG0202                          SUPERSEDED SURVEY CONTROL
 NG0202
 NG0202  NGVD 29 (??/??/92)  203.58   (m)          667.9    (f) COMPUTED    1 0
 NG0202
 NG0202.Superseded values are not recommended for survey control.
 NG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0202.See file dsdata.txt to determine how the superseded data were derived.
 NG0202
 NG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM314900(NAD 83)
 NG0202_MARKER: DD = SURVEY DISK
 NG0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0202_SP_SET: FOUNDATION
 NG0202_STAMPING: 668 RESET 1967
 NG0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0202
 NG0202  HISTORY     - Date     Condition        Report By
 NG0202  HISTORY     - 1967     MONUMENTED       USGS
 NG0202  HISTORY     - 1973     GOOD             NGS
 NG0202  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 NG0202
 NG0202                          STATION DESCRIPTION
 NG0202
 NG0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0202'AT WAUKEGAN.
 NG0202'AT WAUKEGAN, AT THE LAKE COUNTY COURTHOUSE, BETWEEN NORTH UTICA
 NG0202'AND NORTH COUNTY STREETS, 170 FEET WEST OF THE WEST CURB OF NORTH
 NG0202'COUNTY STREET, 64 1/2 FEET NORTH OF THE NORTH FACE OF THE
 NG0202'COURTHOUSE BUILDING, SET IN THE TOP AND ALONG THE NORTH EDGE OF
 NG0202'THE 5 BY 5-FOOT LIMESTONE FOUNDATION FOR FLAGPOLE AND ABOUT 3
 NG0202'FEET ABOVE THE LEVEL OF THE SIDEWALK.  SECTION 21, T 45 N,
 NG0202'R 12 E.
 NG0202
 NG0202                          STATION RECOVERY (2001)
 NG0202
 NG0202'RECOVERY NOTE BY US POWER SQUADRON 2001 (MS)
 NG0202'LIME STONE FOUNDATION GONE NOW A PARKING GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0201 ***********************************************************************
 NG0201  DESIGNATION -  669 RESET 1967
 NG0201  PID         -  NG0201
 NG0201  STATE/COUNTY-  IL/LAKE
 NG0201  USGS QUAD   -  WAUKEGAN (1993)
 NG0201
 NG0201                         *CURRENT SURVEY CONTROL
 NG0201  ___________________________________________________________________
 NG0201* NAD 83(1986)-  42 21 37.     (N)    087 49 58.     (W)     SCALED    
 NG0201* NAVD 88     -       200.33   (meters)     657.2    (feet)  RESET     
 NG0201  ___________________________________________________________________
 NG0201  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NG0201
 NG0201  VERT ORDER  -  THIRD
 NG0201
 NG0201.The horizontal coordinates were scaled from a topographic map and have
 NG0201.an estimated accuracy of +/- 6 seconds.
 NG0201
 NG0201.The orthometric height was computed from unverified reset data.
 NG0201
 NG0201.The geoid height was determined by GEOID03.
 NG0201
 NG0201;                    North         East    Units  Estimated Accuracy
 NG0201;SPC IL E     -   632,240.      341,240.      MT  (+/- 180 meters Scaled)
 NG0201
 NG0201                          SUPERSEDED SURVEY CONTROL
 NG0201
 NG0201.No superseded survey control is available for this station.
 NG0201
 NG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM314901(NAD 83)
 NG0201_MARKER: DB = BENCH MARK DISK
 NG0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0201_SP_SET: BASE
 NG0201_STAMPING: 669 USGS RESET 1967
 NG0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0201
 NG0201  HISTORY     - Date     Condition        Report By
 NG0201  HISTORY     - 1967     MONUMENTED       CGS
 NG0201  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 NG0201
 NG0201                          STATION DESCRIPTION
 NG0201
 NG0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 NG0201'AT WAUKEGAN.
 NG0201'THE DISK IS SET IN A DRILL HOLE IN THE CONCRETE BASE OF A
 NG0201'STREET LIGHT POLE IN THE CENTER OF WAUKEGAN.  IT IS 200 FEET
 NG0201'SOUTH OF THE INTERSECTION OF MADISON AND N. COUNTY STREETS, 27
 NG0201'FEET EAST OF THE CENTERLINE OF N. COUNTY STREET, 13 FEET WEST
 NG0201'OF THE WEST EDGE OF THE CITIZENS NATIONAL MOTOR BANK, 1 FOOT
 NG0201'EAST OF THE EAST CURB OF THE STREET AND EAST AND ACROSS THE
 NG0201'STREET FROM THE COURTHOUSE.
 NG0201
 NG0201                          STATION RECOVERY (2001)
 NG0201
 NG0201'RECOVERY NOTE BY US POWER SQUADRON 2001 (MS)
 NG0201'LIGHT POLE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0340 ***********************************************************************
 LD0340  DESIGNATION -  670
 LD0340  PID         -  LD0340
 LD0340  STATE/COUNTY-  IL/FULTON
 LD0340  USGS QUAD   -  VERMONT (1979)
 LD0340
 LD0340                         *CURRENT SURVEY CONTROL
 LD0340  ___________________________________________________________________
 LD0340* NAD 83(1986)-  40 19 12.     (N)    090 25 24.     (W)     SCALED    
 LD0340* NAVD 88     -       204.068  (meters)     669.51   (feet)  ADJUSTED  
 LD0340  ___________________________________________________________________
 LD0340  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0340  DYNAMIC HT  -         203.967 (meters)     669.18  (feet)  COMP
 LD0340  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 LD0340
 LD0340  VERT ORDER  -  SECOND    CLASS 0
 LD0340
 LD0340.The horizontal coordinates were scaled from a topographic map and have
 LD0340.an estimated accuracy of +/- 6 seconds.
 LD0340
 LD0340.The orthometric height was determined by differential leveling
 LD0340.and adjusted by the National Geodetic Survey in June 1991..
 LD0340
 LD0340.The geoid height was determined by GEOID03.
 LD0340
 LD0340.The dynamic height is computed by dividing the NAVD 88
 LD0340.geopotential number by the normal gravity value computed on the
 LD0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0340.degrees latitude (g = 980.6199 gals.).
 LD0340
 LD0340.The modeled gravity was interpolated from observed gravity values.
 LD0340
 LD0340;                    North         East    Units  Estimated Accuracy
 LD0340;SPC IL W     -   405,550.      678,190.      MT  (+/- 180 meters Scaled)
 LD0340
 LD0340                          SUPERSEDED SURVEY CONTROL
 LD0340
 LD0340  NGVD 29 (??/??/92)  204.152  (m)          669.79   (f) ADJ UNCH    2 0
 LD0340
 LD0340.Superseded values are not recommended for survey control.
 LD0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0340.See file dsdata.txt to determine how the superseded data were derived.
 LD0340
 LD0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE189664(NAD 83)
 LD0340_MARKER: R = RIVET
 LD0340_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0340_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0340_STAMPING: ILL 670 1919
 LD0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0340
 LD0340  HISTORY     - Date     Condition        Report By
 LD0340  HISTORY     - 1919     MONUMENTED       USGS
 LD0340  HISTORY     - 1935     GOOD             NGS
 LD0340
 LD0340                          STATION DESCRIPTION
 LD0340
 LD0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0340'1.7 MI N FROM VERMONT.
 LD0340'1.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0340'FROM THE SCHOOL AT VERMONT, FULTON COUNTY, 16-1/2 POLES SOUTH
 LD0340'OF MILEPOST 143, AT A ROAD CROSSING, 57 FEET NORTH OF THE
 LD0340'CENTERLINE OF THE ROAD, 48 FEET WEST OF THE CENTERLINE OF THE
 LD0340'WEST TRACK, AND 3-1/2 FEET LOWER THAN THE TRACK.  A UNITED STATES
 LD0340'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 670 1919 AND RIVETED
 LD0340'ON TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0180 ***********************************************************************
 NG0180  DESIGNATION -  671
 NG0180  PID         -  NG0180
 NG0180  STATE/COUNTY-  IL/LAKE
 NG0180  USGS QUAD   -  WAUKEGAN (1993)
 NG0180
 NG0180                         *CURRENT SURVEY CONTROL
 NG0180  ___________________________________________________________________
 NG0180* NAD 83(1986)-  42 16 45.     (N)    087 50 47.     (W)     SCALED    
 NG0180* NAVD 88     -       204.360  (meters)     670.47   (feet)  ADJUSTED  
 NG0180  ___________________________________________________________________
 NG0180  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NG0180  DYNAMIC HT  -         204.296 (meters)     670.26  (feet)  COMP
 NG0180  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 NG0180
 NG0180  VERT ORDER  -  FIRST     CLASS 0
 NG0180
 NG0180.The horizontal coordinates were scaled from a topographic map and have
 NG0180.an estimated accuracy of +/- 6 seconds.
 NG0180
 NG0180.The orthometric height was determined by differential leveling
 NG0180.and adjusted by the National Geodetic Survey in June 1991..
 NG0180
 NG0180.The geoid height was determined by GEOID03.
 NG0180
 NG0180.The dynamic height is computed by dividing the NAVD 88
 NG0180.geopotential number by the normal gravity value computed on the
 NG0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0180.degrees latitude (g = 980.6199 gals.).
 NG0180
 NG0180.The modeled gravity was interpolated from observed gravity values.
 NG0180
 NG0180;                    North         East    Units  Estimated Accuracy
 NG0180;SPC IL E     -   623,230.      340,170.      MT  (+/- 180 meters Scaled)
 NG0180
 NG0180                          SUPERSEDED SURVEY CONTROL
 NG0180
 NG0180  NGVD 29 (??/??/92)  204.467  (m)          670.82   (f) ADJ UNCH    1 0
 NG0180
 NG0180.Superseded values are not recommended for survey control.
 NG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0180.See file dsdata.txt to determine how the superseded data were derived.
 NG0180
 NG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM302811(NAD 83)
 NG0180_MARKER: DD = SURVEY DISK
 NG0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0180_SP_SET: FOOTING
 NG0180_STAMPING: 671 ADJ 1905
 NG0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0180
 NG0180  HISTORY     - Date     Condition        Report By
 NG0180  HISTORY     - UNK      MONUMENTED       USGS
 NG0180  HISTORY     - 1973     GOOD             NGS
 NG0180  HISTORY     - 20010429 GOOD             USPSQD
 NG0180
 NG0180                          STATION DESCRIPTION
 NG0180
 NG0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0180'AT LAKE BLUFF.
 NG0180'AT LAKE BLUFF, AT THE WEST SCRANTON AVENUE UNDERPASS, 15 FEET
 NG0180'SOUTHWEST OF THE CENTER LINE OF THE AVENUE, IN TOP OF THE
 NG0180'SOUTHEAST END OF THE STONE FOOTING SUPPORTING THE SIX STEEL
 NG0180'CENTER UPRIGHTS, 16.4 FEET SOUTHEAST OF THE MOST SOUTHEASTERLY
 NG0180'STEEL UPRIGHT.  THE MARK IS ABOUT 15 FEET BELOW THE LEVEL OF
 NG0180'THE CHICAGO AND NORTH WESTERN RAILWAY TRACK.  SEC 21, T 44 N,
 NG0180'R 12 E.
 NG0180
 NG0180                          STATION RECOVERY (2001)
 NG0180
 NG0180'RECOVERY NOTE BY US POWER SQUADRON 2001 (MS)
 NG0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0183 ***********************************************************************
 LC0183  DESIGNATION -  673
 LC0183  PID         -  LC0183
 LC0183  STATE/COUNTY-  IL/CHAMPAIGN
 LC0183  USGS QUAD   -  ST JOSEPH (1968)
 LC0183
 LC0183                         *CURRENT SURVEY CONTROL
 LC0183  ___________________________________________________________________
 LC0183* NAD 83(1986)-  40 01 30.     (N)    088 04 13.     (W)     SCALED    
 LC0183* NAVD 88     -       204.745  (meters)     671.73   (feet)  ADJUSTED  
 LC0183  ___________________________________________________________________
 LC0183  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0183  DYNAMIC HT  -         204.640 (meters)     671.39  (feet)  COMP
 LC0183  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 LC0183
 LC0183  VERT ORDER  -  FIRST     CLASS II
 LC0183
 LC0183.The horizontal coordinates were scaled from a topographic map and have
 LC0183.an estimated accuracy of +/- 6 seconds.
 LC0183
 LC0183.The orthometric height was determined by differential leveling
 LC0183.and adjusted by the National Geodetic Survey in June 1991..
 LC0183.WARNING-Repeat measurements at this control monument indicate possible
 LC0183.vertical movement.
 LC0183
 LC0183.The geoid height was determined by GEOID03.
 LC0183
 LC0183.The dynamic height is computed by dividing the NAVD 88
 LC0183.geopotential number by the normal gravity value computed on the
 LC0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0183.degrees latitude (g = 980.6199 gals.).
 LC0183
 LC0183.The modeled gravity was interpolated from observed gravity values.
 LC0183
 LC0183;                    North         East    Units  Estimated Accuracy
 LC0183;SPC IL E     -   372,810.      322,460.      MT  (+/- 180 meters Scaled)
 LC0183
 LC0183                          SUPERSEDED SURVEY CONTROL
 LC0183
 LC0183  NGVD 29 (??/??/92)  204.799  (m)          671.91   (f) ADJ UNCH    1 2
 LC0183
 LC0183.Superseded values are not recommended for survey control.
 LC0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0183.See file dsdata.txt to determine how the superseded data were derived.
 LC0183
 LC0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK086310(NAD 83)
 LC0183_MARKER: DD = SURVEY DISK
 LC0183_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LC0183_SP_SET: FOUNDATION WALL
 LC0183_STAMPING: ILLINOIS 673 1905
 LC0183_MARK LOGO: USGS  
 LC0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LC0183+STABILITY: POSITION/ELEVATION WELL
 LC0183
 LC0183  HISTORY     - Date     Condition        Report By
 LC0183  HISTORY     - 1906     MONUMENTED       USGS
 LC0183  HISTORY     - 1954     GOOD             NGS
 LC0183  HISTORY     - 1973     GOOD             NGS
 LC0183  HISTORY     - 1986     GOOD             NGS
 LC0183  HISTORY     - 20051125 MARK NOT FOUND   ILDT
 LC0183
 LC0183                          STATION DESCRIPTION
 LC0183
 LC0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0183'AT SIDNEY.
 LC0183'AT SIDNEY, ABOUT 0.1 MILE NORTH ALONG MAIN STREET FROM THE
 LC0183'CROSSING OF THE WABASH RAILROAD AND THE STATION, THENCE ABOUT
 LC0183'0.15 MILE EAST ALONG STREET, SET VERTICALLY IN THE SOUTH FACE
 LC0183'OF STONE MASONRY FOUNDATION OF THE OLD PART OF THE 2-STORY RED
 LC0183'BRICK SCHOOL BUILDING, 78 FEET NORTH OF CENTER LINE OF
 LC0183'EAST-WEST STREET, 136 FEET WEST OF CENTER LINE OF A NORTH-SOUTH
 LC0183'STREET, 1/2 FOOT EAST OF SOUTHWEST CORNER OF BUILDING AND 2.1
 LC0183'FEET ABOVE GROUND.
 LC0183
 LC0183                          STATION RECOVERY (1973)
 LC0183
 LC0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0183'RECOVERED IN GOOD CONDITION.
 LC0183
 LC0183                          STATION RECOVERY (1986)
 LC0183
 LC0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0183'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SIDNEY,
 LC0183'AT THE INTERSECTION OF NORTH WASHINGTON AND EAST BYRON STREETS, SET
 LC0183'VERTICALLY IN THE SOUTH FACE OF THE STONE FOUNDATION NEAR THE
 LC0183'SOUTHWEST CORNER OF THE SIDNEY ELEMENTARY SCHOOL, 41.5 M (136.2 FT)
 LC0183'WEST OF THE CENTER OF NORTH WASHINGTON STREET, 23.8 M (78.1 FT) NORTH
 LC0183'OF THE CENTER OF EAST BYRON STREET, AND 0.2 M (0.7 FT) EAST OF THE
 LC0183'SOUTHWEST CORNER OF THE BUILDING.  NOTE--THE ORIGINAL DESCRIPTION
 LC0183'STATES THAT THE DISK IS STAMPED ILLINOIS 673 1906 BUT IS STAMPED AS
 LC0183'ILLINOIS 673 1905.
 LC0183'THE MARK IS 0.7 M ABOVE A SIDEWALK.
 LC0183
 LC0183                          STATION RECOVERY (2005)
 LC0183
 LC0183'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1487 ***********************************************************************
 KA1487  DESIGNATION -  673
 KA1487  PID         -  KA1487
 KA1487  STATE/COUNTY-  IL/EDGAR
 KA1487  USGS QUAD   -  PARIS SOUTH (1977)
 KA1487
 KA1487                         *CURRENT SURVEY CONTROL
 KA1487  ___________________________________________________________________
 KA1487* NAD 83(1986)-  39 32 04.     (N)    087 38 25.     (W)     SCALED    
 KA1487* NAVD 88     -       204.911  (meters)     672.28   (feet)  ADJUSTED  
 KA1487  ___________________________________________________________________
 KA1487  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KA1487  DYNAMIC HT  -         204.798 (meters)     671.91  (feet)  COMP
 KA1487  MODELED GRAV-     980,070.3   (mgal)                       NAVD 88
 KA1487
 KA1487  VERT ORDER  -  FIRST     CLASS II
 KA1487
 KA1487.The horizontal coordinates were scaled from a topographic map and have
 KA1487.an estimated accuracy of +/- 6 seconds.
 KA1487
 KA1487.The orthometric height was determined by differential leveling
 KA1487.and adjusted by the National Geodetic Survey in June 1991..
 KA1487
 KA1487.The geoid height was determined by GEOID03.
 KA1487
 KA1487.The dynamic height is computed by dividing the NAVD 88
 KA1487.geopotential number by the normal gravity value computed on the
 KA1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1487.degrees latitude (g = 980.6199 gals.).
 KA1487
 KA1487.The modeled gravity was interpolated from observed gravity values.
 KA1487
 KA1487;                    North         East    Units  Estimated Accuracy
 KA1487;SPC IL E     -   318,540.      359,580.      MT  (+/- 180 meters Scaled)
 KA1487
 KA1487                          SUPERSEDED SURVEY CONTROL
 KA1487
 KA1487  NGVD 29 (??/??/92)  205.005  (m)          672.59   (f) ADJ UNCH    1 2
 KA1487
 KA1487.Superseded values are not recommended for survey control.
 KA1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1487.See file dsdata.txt to determine how the superseded data were derived.
 KA1487
 KA1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ449762(NAD 83)
 KA1487_MARKER: DD = SURVEY DISK
 KA1487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1487_SP_SET: CULVERT
 KA1487_STAMPING: 673
 KA1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1487
 KA1487  HISTORY     - Date     Condition        Report By
 KA1487  HISTORY     - UNK      MONUMENTED       USGS
 KA1487  HISTORY     - 1956     GOOD             NGS
 KA1487
 KA1487                          STATION DESCRIPTION
 KA1487
 KA1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1487'5.5 MI SE FROM PARIS.
 KA1487'ABOUT 5.5 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KA1487'THE STATION AT PARIS, AT NEVINS, IN SECTION 33, T. 13 N., R. 11
 KA1487'W., IN THE TOP OF THE WEST BRICK HEAD WALL OF A TRIPLE 30-INCH
 KA1487'IRON PIPE CULVERT, 36 FEET WEST OF WEST RAIL, 791 FEET SOUTH OF
 KA1487'MILE POST 15, 5 3/4 FEET SOUTH OF NORTH END OF HEAD WALL, 1 1/4
 KA1487'FEET EAST OF WEST EDGE OF HEAD WALL AND ABOUT 12 FEET BELOW LEVEL
 KA1487'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0508 ***********************************************************************
 LD0508  DESIGNATION -  673
 LD0508  PID         -  LD0508
 LD0508  STATE/COUNTY-  IL/HANCOCK
 LD0508  USGS QUAD   -  BURNSIDE (1964)
 LD0508
 LD0508                         *CURRENT SURVEY CONTROL
 LD0508  ___________________________________________________________________
 LD0508* NAD 83(1986)-  40 37 19.     (N)    091 01 21.     (W)     SCALED    
 LD0508* NAVD 88     -       204.864  (meters)     672.12   (feet)  ADJUSTED  
 LD0508  ___________________________________________________________________
 LD0508  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0508  DYNAMIC HT  -         204.765 (meters)     671.80  (feet)  COMP
 LD0508  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 LD0508
 LD0508  VERT ORDER  -  SECOND    CLASS 0
 LD0508
 LD0508.The horizontal coordinates were scaled from a topographic map and have
 LD0508.an estimated accuracy of +/- 6 seconds.
 LD0508
 LD0508.The orthometric height was determined by differential leveling
 LD0508.and adjusted by the National Geodetic Survey in June 1991..
 LD0508
 LD0508.The geoid height was determined by GEOID03.
 LD0508
 LD0508.The dynamic height is computed by dividing the NAVD 88
 LD0508.geopotential number by the normal gravity value computed on the
 LD0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0508.degrees latitude (g = 980.6199 gals.).
 LD0508
 LD0508.The modeled gravity was interpolated from observed gravity values.
 LD0508
 LD0508;                    North         East    Units  Estimated Accuracy
 LD0508;SPC IL W     -   439,400.      627,590.      MT  (+/- 180 meters Scaled)
 LD0508
 LD0508                          SUPERSEDED SURVEY CONTROL
 LD0508
 LD0508  NGVD 29 (??/??/92)  204.917  (m)          672.30   (f) ADJ UNCH    2 0
 LD0508
 LD0508.Superseded values are not recommended for survey control.
 LD0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0508.See file dsdata.txt to determine how the superseded data were derived.
 LD0508
 LD0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE672986(NAD 83)
 LD0508_MARKER: DD = SURVEY DISK
 LD0508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0508_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0508_STAMPING: ILL 673
 LD0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0508
 LD0508  HISTORY     - Date     Condition        Report By
 LD0508  HISTORY     - UNK      MONUMENTED       USGS
 LD0508  HISTORY     - 1935     GOOD             NGS
 LD0508
 LD0508                          STATION DESCRIPTION
 LD0508
 LD0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0508'4.3 MI NW FROM LA HARPE.
 LD0508'4.3 MILES NORTHWEST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD
 LD0508'FROM THE STATION AT LA HARPE, HANCOCK COUNTY, AT DISCO, 0.1
 LD0508'MILE NORTHWEST OF THE STATION, 5 POLES SOUTHEAST OF MILEPOST 200,
 LD0508'144 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 45 FEET
 LD0508'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET SOUTHWEST OF
 LD0508'THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 LD0508'STANDARD CAP, STAMPED ILL. 673 AND FASTENED ON TOP OF A 3-1/2-INCH
 LD0508'IRON PIPE PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0316 ***********************************************************************
 KC0316  DESIGNATION -  683
 KC0316  PID         -  KC0316
 KC0316  STATE/COUNTY-  IL/PIKE
 KC0316  USGS QUAD   -  BARRY (1978)
 KC0316
 KC0316                         *CURRENT SURVEY CONTROL
 KC0316  ___________________________________________________________________
 KC0316* NAD 83(1986)-  39 42 01.     (N)    091 02 20.     (W)     SCALED    
 KC0316* NAVD 88     -       208.147  (meters)     682.90   (feet)  ADJUSTED  
 KC0316  ___________________________________________________________________
 KC0316  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0316  DYNAMIC HT  -         208.033 (meters)     682.52  (feet)  COMP
 KC0316  MODELED GRAV-     980,071.1   (mgal)                       NAVD 88
 KC0316
 KC0316  VERT ORDER  -  SECOND    CLASS 0
 KC0316
 KC0316.The horizontal coordinates were scaled from a topographic map and have
 KC0316.an estimated accuracy of +/- 6 seconds.
 KC0316
 KC0316.The orthometric height was determined by differential leveling
 KC0316.and adjusted by the National Geodetic Survey in June 1991..
 KC0316
 KC0316.The geoid height was determined by GEOID03.
 KC0316
 KC0316.The dynamic height is computed by dividing the NAVD 88
 KC0316.geopotential number by the normal gravity value computed on the
 KC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0316.degrees latitude (g = 980.6199 gals.).
 KC0316
 KC0316.The modeled gravity was interpolated from observed gravity values.
 KC0316
 KC0316;                    North         East    Units  Estimated Accuracy
 KC0316;SPC IL W     -   337,080.      625,200.      MT  (+/- 180 meters Scaled)
 KC0316
 KC0316                          SUPERSEDED SURVEY CONTROL
 KC0316
 KC0316  NGVD 29 (??/??/92)  208.224  (m)          683.15   (f) ADJ UNCH    2 0
 KC0316
 KC0316.Superseded values are not recommended for survey control.
 KC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0316.See file dsdata.txt to determine how the superseded data were derived.
 KC0316
 KC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD681963(NAD 83)
 KC0316_MARKER: R = RIVET
 KC0316_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0316_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0316_STAMPING: ILL 683
 KC0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0316
 KC0316  HISTORY     - Date     Condition        Report By
 KC0316  HISTORY     - UNK      MONUMENTED       USGS
 KC0316  HISTORY     - 1935     GOOD             NGS
 KC0316  HISTORY     - 1970     GOOD             NGS
 KC0316
 KC0316                          STATION DESCRIPTION
 KC0316
 KC0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0316'AT BARRY.
 KC0316'AT BARRY, PIKE COUNTY, ON THE WABASH RAILWAY, 140 FEET NORTH AND
 KC0316'400 FEET EAST OF THE STATION, 32 FEET EAST OF THE CENTERLINE OF
 KC0316'A ROAD, 100 FEET NORTHEAST OF THE STOCK-YARD SCALES, AND 32 FEET
 KC0316'NORTH OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 KC0316'STANDARD CAP, STAMPED ILL 683 AND RIVETED ON THE TOP OF AN IRON
 KC0316'PIPE.
 KC0316
 KC0316                          STATION RECOVERY (1970)
 KC0316
 KC0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KC0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0424 ***********************************************************************
 LD0424  DESIGNATION -  686
 LD0424  PID         -  LD0424
 LD0424  STATE/COUNTY-  IL/MCDONOUGH
 LD0424  USGS QUAD   -  BUSHNELL WEST (1974)
 LD0424
 LD0424                         *CURRENT SURVEY CONTROL
 LD0424  ___________________________________________________________________
 LD0424* NAD 83(1986)-  40 33 19.     (N)    090 37 04.     (W)     SCALED    
 LD0424* NAVD 88     -       208.793  (meters)     685.01   (feet)  ADJUSTED  
 LD0424  ___________________________________________________________________
 LD0424  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LD0424  DYNAMIC HT  -         208.691 (meters)     684.68  (feet)  COMP
 LD0424  MODELED GRAV-     980,130.4   (mgal)                       NAVD 88
 LD0424
 LD0424  VERT ORDER  -  SECOND    CLASS 0
 LD0424
 LD0424.The horizontal coordinates were scaled from a topographic map and have
 LD0424.an estimated accuracy of +/- 6 seconds.
 LD0424
 LD0424.The orthometric height was determined by differential leveling
 LD0424.and adjusted by the National Geodetic Survey in June 1991..
 LD0424
 LD0424.The geoid height was determined by GEOID03.
 LD0424
 LD0424.The dynamic height is computed by dividing the NAVD 88
 LD0424.geopotential number by the normal gravity value computed on the
 LD0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0424.degrees latitude (g = 980.6199 gals.).
 LD0424
 LD0424.The modeled gravity was interpolated from observed gravity values.
 LD0424
 LD0424;                    North         East    Units  Estimated Accuracy
 LD0424;SPC IL W     -   431,740.      661,790.      MT  (+/- 180 meters Scaled)
 LD0424
 LD0424                          SUPERSEDED SURVEY CONTROL
 LD0424
 LD0424  NGVD 29 (??/??/92)  208.858  (m)          685.23   (f) ADJ UNCH    2 0
 LD0424
 LD0424.Superseded values are not recommended for survey control.
 LD0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0424.See file dsdata.txt to determine how the superseded data were derived.
 LD0424
 LD0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE016921(NAD 83)
 LD0424_MARKER: P = PIPE CAP
 LD0424_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0424_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0424_STAMPING: ILL 686
 LD0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0424
 LD0424  HISTORY     - Date     Condition        Report By
 LD0424  HISTORY     - UNK      MONUMENTED       USGS
 LD0424  HISTORY     - 1935     GOOD             NGS
 LD0424  HISTORY     - 20031220 MARK NOT FOUND   USPSQD
 LD0424
 LD0424                          STATION DESCRIPTION
 LD0424
 LD0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0424'3.1 MI E FROM GOOD HOPE.
 LD0424'3.1 MILES EAST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD FROM
 LD0424'THE STATION AT GOOD HOPE, MCDONOUGH  COUNTY, AT POLE 176+17, 24
 LD0424'FEET EAST OF A POINT 78 FEET SOUTH OF THE CENTER OF A ROAD
 LD0424'CROSSING, 2 FEET WEST OF THE ROAD RIGHT-OF-WAY FENCE, AND 4
 LD0424'INCHES ABOVE THE LEVEL OF THE TRACK.  A UNITED STATES GEOLOGICAL
 LD0424'SURVEY STANDARD CAP, STAMPED ILL 686 AND FASTENED ON THE TOP
 LD0424'OF A 3-1/2-INCH IRON PIPE.
 LD0424
 LD0424                          STATION RECOVERY (2003)
 LD0424
 LD0424'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 LD0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0072 ***********************************************************************
 LD0072  DESIGNATION -  686
 LD0072  PID         -  LD0072
 LD0072  STATE/COUNTY-  IL/FULTON
 LD0072  USGS QUAD   -  CANTON (1995)
 LD0072
 LD0072                         *CURRENT SURVEY CONTROL
 LD0072  ___________________________________________________________________
 LD0072* NAD 83(1986)-  40 35 23.     (N)    090 01 40.     (W)     SCALED    
 LD0072* NAVD 88     -       208.656  (meters)     684.57   (feet)  ADJUSTED  
 LD0072  ___________________________________________________________________
 LD0072  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0072  DYNAMIC HT  -         208.558 (meters)     684.24  (feet)  COMP
 LD0072  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 LD0072
 LD0072  VERT ORDER  -  SECOND    CLASS 0
 LD0072
 LD0072.The horizontal coordinates were scaled from a topographic map and have
 LD0072.an estimated accuracy of +/- 6 seconds.
 LD0072
 LD0072.The orthometric height was determined by differential leveling
 LD0072.and adjusted by the National Geodetic Survey in June 1991..
 LD0072
 LD0072.The geoid height was determined by GEOID03.
 LD0072
 LD0072.The dynamic height is computed by dividing the NAVD 88
 LD0072.geopotential number by the normal gravity value computed on the
 LD0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0072.degrees latitude (g = 980.6199 gals.).
 LD0072
 LD0072.The modeled gravity was interpolated from observed gravity values.
 LD0072
 LD0072;                    North         East    Units  Estimated Accuracy
 LD0072;SPC IL W     -   435,480.      711,760.      MT  (+/- 180 meters Scaled)
 LD0072
 LD0072                          SUPERSEDED SURVEY CONTROL
 LD0072
 LD0072  NGVD 29 (??/??/92)  208.738  (m)          684.83   (f) ADJ UNCH    2 0
 LD0072
 LD0072.Superseded values are not recommended for survey control.
 LD0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0072.See file dsdata.txt to determine how the superseded data were derived.
 LD0072
 LD0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE515974(NAD 83)
 LD0072_MARKER: DD = SURVEY DISK
 LD0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0072_STAMPING: ILL 686
 LD0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0072+STABILITY: SURFACE MOTION
 LD0072
 LD0072  HISTORY     - Date     Condition        Report By
 LD0072  HISTORY     - UNK      MONUMENTED       USGS
 LD0072  HISTORY     - 1942     GOOD             NGS
 LD0072  HISTORY     - 1974     POOR             NGS
 LD0072  HISTORY     - 1980     POOR             ILDT
 LD0072
 LD0072                          STATION DESCRIPTION
 LD0072
 LD0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0072'2.3 MI N FROM CANTON.
 LD0072'2.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0072'FROM THE STATION AT CANTON, FULTON COUNTY, 3-1/2 POLES NORTH OF
 LD0072'MILEPOST 61, AND 15 FEET SOUTH OF A POINT 36 FEET EAST OF THE
 LD0072'CENTER OF A ROAD CROSSING.  A UNITED STATES GEOLOGICAL SURVEY
 LD0072'STANDARD DISK, STAMPED ILL 686 AND SET IN THE TOP OF A CONCRETE
 LD0072'POST.
 LD0072
 LD0072                          STATION RECOVERY (1974)
 LD0072
 LD0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LD0072'MARK RECOVERED IN POOR CONDITION.
 LD0072
 LD0072                          STATION RECOVERY (1980)
 LD0072
 LD0072'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 LD0072'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0296 ***********************************************************************
 LD0296  DESIGNATION -  686
 LD0296  PID         -  LD0296
 LD0296  STATE/COUNTY-  IL/FULTON
 LD0296  USGS QUAD   -  LEWISTOWN (1979)
 LD0296
 LD0296                         *CURRENT SURVEY CONTROL
 LD0296  ___________________________________________________________________
 LD0296* NAD 83(1986)-  40 29 29.     (N)    090 11 59.     (W)     SCALED    
 LD0296* NAVD 88     -       208.935  (meters)     685.48   (feet)  ADJUSTED  
 LD0296  ___________________________________________________________________
 LD0296  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LD0296  DYNAMIC HT  -         208.833 (meters)     685.15  (feet)  COMP
 LD0296  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 LD0296
 LD0296  VERT ORDER  -  SECOND    CLASS 0
 LD0296
 LD0296.The horizontal coordinates were scaled from a topographic map and have
 LD0296.an estimated accuracy of +/- 6 seconds.
 LD0296
 LD0296.The orthometric height was determined by differential leveling
 LD0296.and adjusted by the National Geodetic Survey in June 1991..
 LD0296
 LD0296.The geoid height was determined by GEOID03.
 LD0296
 LD0296.The dynamic height is computed by dividing the NAVD 88
 LD0296.geopotential number by the normal gravity value computed on the
 LD0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0296.degrees latitude (g = 980.6199 gals.).
 LD0296
 LD0296.The modeled gravity was interpolated from observed gravity values.
 LD0296
 LD0296;                    North         East    Units  Estimated Accuracy
 LD0296;SPC IL W     -   424,550.      697,200.      MT  (+/- 180 meters Scaled)
 LD0296
 LD0296                          SUPERSEDED SURVEY CONTROL
 LD0296
 LD0296  NGVD 29 (??/??/92)  209.017  (m)          685.75   (f) ADJ UNCH    2 0
 LD0296
 LD0296.Superseded values are not recommended for survey control.
 LD0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0296.See file dsdata.txt to determine how the superseded data were derived.
 LD0296
 LD0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE373860(NAD 83)
 LD0296_MARKER: R = RIVET
 LD0296_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0296_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0296_STAMPING: ILL 686 1909
 LD0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0296
 LD0296  HISTORY     - Date     Condition        Report By
 LD0296  HISTORY     - 1909     MONUMENTED       USGS
 LD0296  HISTORY     - 1948     MARK NOT FOUND   NGS
 LD0296
 LD0296                          STATION DESCRIPTION
 LD0296
 LD0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LD0296'AT CUBA.
 LD0296'AT CUBA, FULTON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0296'RAILROAD, 6-1/2 POLES SOUTH OF THE STATION, 33 FEET WEST OF A
 LD0296'POINT 21 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 5 FEET
 LD0296'SOUTHWEST OF A POWER-LINE POLE, AND 2 FEET NORTH OF THE ROAD
 LD0296'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LD0296'CAP, STAMPED ILL 686 1909 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LD0296'IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0039 ***********************************************************************
 MF0039  DESIGNATION -  69 A
 MF0039  PID         -  MF0039
 MF0039  STATE/COUNTY-  IL/DU PAGE
 MF0039  USGS QUAD   -  LOMBARD (1993)
 MF0039
 MF0039                         *CURRENT SURVEY CONTROL
 MF0039  ___________________________________________________________________
 MF0039* NAD 83(1986)-  41 58 14.     (N)    088 00 47.     (W)     SCALED    
 MF0039* NAVD 88     -       209.162  (meters)     686.23   (feet)  ADJUSTED  
 MF0039  ___________________________________________________________________
 MF0039  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MF0039  DYNAMIC HT  -         209.090 (meters)     685.99  (feet)  COMP
 MF0039  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 MF0039
 MF0039  VERT ORDER  -  FIRST     CLASS I
 MF0039
 MF0039.The horizontal coordinates were scaled from a topographic map and have
 MF0039.an estimated accuracy of +/- 6 seconds.
 MF0039
 MF0039.The orthometric height was determined by differential leveling
 MF0039.and adjusted by the National Geodetic Survey in June 1991..
 MF0039
 MF0039.The geoid height was determined by GEOID03.
 MF0039
 MF0039.The dynamic height is computed by dividing the NAVD 88
 MF0039.geopotential number by the normal gravity value computed on the
 MF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0039.degrees latitude (g = 980.6199 gals.).
 MF0039
 MF0039.The modeled gravity was interpolated from observed gravity values.
 MF0039
 MF0039;                    North         East    Units  Estimated Accuracy
 MF0039;SPC IL E     -   588,880.      326,550.      MT  (+/- 180 meters Scaled)
 MF0039
 MF0039                          SUPERSEDED SURVEY CONTROL
 MF0039
 MF0039  NGVD 29 (??/??/92)  209.247  (m)          686.50   (f) ADJ UNCH    1 1
 MF0039
 MF0039.Superseded values are not recommended for survey control.
 MF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0039.See file dsdata.txt to determine how the superseded data were derived.
 MF0039
 MF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM160470(NAD 83)
 MF0039_MARKER: DD = SURVEY DISK
 MF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0039_STAMPING: ILL 69A 1924 686
 MF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0039+STABILITY: SURFACE MOTION
 MF0039
 MF0039  HISTORY     - Date     Condition        Report By
 MF0039  HISTORY     - 1924     MONUMENTED       USGS
 MF0039  HISTORY     - 1969     GOOD             NGS
 MF0039  HISTORY     - 1987     GOOD             LOCSUR
 MF0039
 MF0039                          STATION DESCRIPTION
 MF0039
 MF0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0039'AT ITASCA.
 MF0039'AT ITASCA, 112 FEET SOUTHWEST AND ACROSS S. WALNUT AVENUE FROM
 MF0039'THE CENTER LINE OF STATE HIGHWAY 19 WHICH IS IRVING PARK ROAD,
 MF0039'31 1/2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE VILLAGE
 MF0039'HALL, 33 FEET NORTH OF THE CENTER LINE OF LINE STREET, 30 FEET
 MF0039'WEST OF THE CENTER LINE OF S. WALNUT AVENUE, 1/2 FOOT SOUTH OF
 MF0039'THE SOUTH EDGE OF THE SIDEWALK WHICH LEADS WEST TO THE EAST
 MF0039'ENTRANCE OF THE VILLAGE HALL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 MF0039'AVENUE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MF0039'6 INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE-- THIS MARK IS
 MF0039'ALSO 1.85 MILES WEST ALONG STATE HIGHWAY 19 WHICH IS IRVING PARK
 MF0039'ROAD FROM THE INTERSECTION OF THE HIGHWAY AND WOOD DALE ROAD AT
 MF0039'WOOD DALE.  SEC 8, T40N, R11E
 MF0039
 MF0039                          STATION RECOVERY (1987)
 MF0039
 MF0039'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CM)
 MF0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0060 ***********************************************************************
 MG0060  DESIGNATION -  690.0
 MG0060  PID         -  MG0060
 MG0060  STATE/COUNTY-  IL/HENRY
 MG0060  USGS QUAD   -  ORION (1991)
 MG0060
 MG0060                         *CURRENT SURVEY CONTROL
 MG0060  ___________________________________________________________________
 MG0060* NAD 83(1986)-  41 15 07.     (N)    090 22 56.     (W)     SCALED    
 MG0060* NAVD 88     -       212.475  (meters)     697.10   (feet)  ADJUSTED  
 MG0060  ___________________________________________________________________
 MG0060  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0060  DYNAMIC HT  -         212.387 (meters)     696.81  (feet)  COMP
 MG0060  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 MG0060
 MG0060  VERT ORDER  -  SECOND    CLASS 0
 MG0060
 MG0060.The horizontal coordinates were scaled from a topographic map and have
 MG0060.an estimated accuracy of +/- 6 seconds.
 MG0060
 MG0060.The orthometric height was determined by differential leveling
 MG0060.and adjusted by the National Geodetic Survey in June 1991..
 MG0060
 MG0060.The geoid height was determined by GEOID03.
 MG0060
 MG0060.The dynamic height is computed by dividing the NAVD 88
 MG0060.geopotential number by the normal gravity value computed on the
 MG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0060.degrees latitude (g = 980.6199 gals.).
 MG0060
 MG0060.The modeled gravity was interpolated from observed gravity values.
 MG0060
 MG0060;                    North         East    Units  Estimated Accuracy
 MG0060;SPC IL W     -   509,030.      681,930.      MT  (+/- 180 meters Scaled)
 MG0060
 MG0060                          SUPERSEDED SURVEY CONTROL
 MG0060
 MG0060  NGVD 29 (??/??/92)  212.541  (m)          697.31   (f) ADJ UNCH    2 0
 MG0060
 MG0060.Superseded values are not recommended for survey control.
 MG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0060.See file dsdata.txt to determine how the superseded data were derived.
 MG0060
 MG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF193700(NAD 83)
 MG0060_MARKER: P = PIPE CAP
 MG0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MG0060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MG0060_STAMPING: ILL 690
 MG0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0060
 MG0060  HISTORY     - Date     Condition        Report By
 MG0060  HISTORY     - UNK      MONUMENTED       USGS
 MG0060  HISTORY     - 1935     GOOD             NGS
 MG0060  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0060  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0060
 MG0060                          STATION DESCRIPTION
 MG0060
 MG0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0060'AT OPHIEM.
 MG0060'AT OPHIEM, HENRY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MG0060'RAILROAD, ABOUT 300 FEET SOUTH THENCE 300 FEET EAST OF THE
 MG0060'STATION, AT THE SOUTHEAST ANGLE OF A T-ROAD JUNCTION LEADING
 MG0060'SOUTH, AND 3 FEET EAST OF A HEDGE FENCE CORNER.  A UNITED STATES
 MG0060'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 690 AND RIVETED
 MG0060'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MG0060
 MG0060                          STATION RECOVERY (1996)
 MG0060
 MG0060'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0060'MARK NOT FOUND.
 MG0060
 MG0060                          STATION RECOVERY (2001)
 MG0060
 MG0060'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0178 ***********************************************************************
 LC0178  DESIGNATION -  691
 LC0178  PID         -  LC0178
 LC0178  STATE/COUNTY-  IL/CHAMPAIGN
 LC0178  USGS QUAD   -  ST JOSEPH (1968)
 LC0178
 LC0178                         *CURRENT SURVEY CONTROL
 LC0178  ___________________________________________________________________
 LC0178* NAD 83(1986)-  40 03 16.     (N)    088 07 20.     (W)     SCALED    
 LC0178* NAVD 88     -       210.935  (meters)     692.04   (feet)  ADJUSTED  
 LC0178  ___________________________________________________________________
 LC0178  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0178  DYNAMIC HT  -         210.828 (meters)     691.69  (feet)  COMP
 LC0178  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 LC0178
 LC0178  VERT ORDER  -  FIRST     CLASS II
 LC0178
 LC0178.The horizontal coordinates were scaled from a topographic map and have
 LC0178.an estimated accuracy of +/- 6 seconds.
 LC0178
 LC0178.The orthometric height was determined by differential leveling
 LC0178.and adjusted by the National Geodetic Survey in June 1991..
 LC0178.WARNING-Repeat measurements at this control monument indicate possible
 LC0178.vertical movement.
 LC0178
 LC0178.The geoid height was determined by GEOID03.
 LC0178
 LC0178.The dynamic height is computed by dividing the NAVD 88
 LC0178.geopotential number by the normal gravity value computed on the
 LC0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0178.degrees latitude (g = 980.6199 gals.).
 LC0178
 LC0178.The modeled gravity was interpolated from observed gravity values.
 LC0178
 LC0178;                    North         East    Units  Estimated Accuracy
 LC0178;SPC IL E     -   376,070.      318,010.      MT  (+/- 180 meters Scaled)
 LC0178
 LC0178                          SUPERSEDED SURVEY CONTROL
 LC0178
 LC0178  NGVD 29 (??/??/92)  210.975  (m)          692.17   (f) ADJ UNCH    1 2
 LC0178
 LC0178.Superseded values are not recommended for survey control.
 LC0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0178.See file dsdata.txt to determine how the superseded data were derived.
 LC0178
 LC0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK042344(NAD 83)
 LC0178_MARKER: DB = BENCH MARK DISK
 LC0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LC0178_SP_SET: SHALLOW-SET PIPE
 LC0178_STAMPING: 691 1906
 LC0178_MARK LOGO: USGS  
 LC0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0178
 LC0178  HISTORY     - Date     Condition        Report By
 LC0178  HISTORY     - 1906     MONUMENTED       USGS
 LC0178  HISTORY     - 1954     GOOD             NGS
 LC0178  HISTORY     - 1973     GOOD             NGS
 LC0178  HISTORY     - 1986     POOR             NGS
 LC0178  HISTORY     - 20051125 POOR             ILDT
 LC0178
 LC0178                          STATION DESCRIPTION
 LC0178
 LC0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0178'3.4 MI NW FROM SIDNEY.
 LC0178'ABOUT 3.35 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM THE
 LC0178'STATION AT SIDNEY, AT AN EAST-WEST ROAD CROSSING AT DEERS, ABOUT
 LC0178'0.1 MILE EAST ALONG ROAD FROM INTERSECTION OF NORTH-SOUTH
 LC0178'CROSSROAD AT DEERS, 55 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 LC0178'MAIN TRACK, 46 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF A SIDE
 LC0178'TRACK, 59 FEET SOUTHWEST OF CENTER OF CROSSING OF MAIN TRACK AND
 LC0178'EAST-WEST ROAD, 35 FEET SOUTH OF CENTER LINE OF ROAD, 20 FEET
 LC0178'SOUTHEAST OF A CROSSING SIGN, 7 FEET SOUTHWEST OF A POWER POLE,
 LC0178'ABOUT 1 POLE NORTHWEST OF MILE POLE 331, 68 FEET WEST-NORTHWEST
 LC0178'OF NORTHWEST CORNER OF SCALE HOUSE AND OFFICE OF GRAIN ELEVATOR,
 LC0178'66 1/2 FEET NORTHWEST OF WEST CORNER OF SCALE HOUSE AND OFFICE
 LC0178'OF GRAIN ELEVATOR, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND IS A
 LC0178'U.S.G.S. PIPE AND CAP PROJECTING 8 INCHES.
 LC0178
 LC0178                          STATION RECOVERY (1973)
 LC0178
 LC0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0178'RECOVERED IN GOOD CONDITION.
 LC0178
 LC0178                          STATION RECOVERY (1986)
 LC0178
 LC0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0178'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  10.9 KM (6.75
 LC0178'MI) WESTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION WITH STATE
 LC0178'HIGHWAY 49 IN HOMER, THENCE 4.9 KM (3.05 MI) NORTHWESTERLY ALONG THE
 LC0178'NORFOLK AND WESTERN RAILROAD.  ADD--0.3 M (1.0 FT) NORTH OF A METAL
 LC0178'WITNESS POST.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 LC0178
 LC0178                          STATION RECOVERY (2005)
 LC0178
 LC0178'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0178'MARK WAS FOUND DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1522 ***********************************************************************
 KA1522  DESIGNATION -  691
 KA1522  PID         -  KA1522
 KA1522  STATE/COUNTY-  IL/EDGAR
 KA1522  USGS QUAD   -  REDMON (1982)
 KA1522
 KA1522                         *CURRENT SURVEY CONTROL
 KA1522  ___________________________________________________________________
 KA1522* NAD 83(1986)-  39 38 43.     (N)    087 51 47.     (W)     SCALED    
 KA1522* NAVD 88     -       210.150  (meters)     689.47   (feet)  ADJUSTED  
 KA1522  ___________________________________________________________________
 KA1522  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KA1522  DYNAMIC HT  -         210.037 (meters)     689.10  (feet)  COMP
 KA1522  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 KA1522
 KA1522  VERT ORDER  -  FIRST     CLASS II
 KA1522
 KA1522.The horizontal coordinates were scaled from a topographic map and have
 KA1522.an estimated accuracy of +/- 6 seconds.
 KA1522
 KA1522.The orthometric height was determined by differential leveling
 KA1522.and adjusted by the National Geodetic Survey in June 1991..
 KA1522
 KA1522.The geoid height was determined by GEOID03.
 KA1522
 KA1522.The dynamic height is computed by dividing the NAVD 88
 KA1522.geopotential number by the normal gravity value computed on the
 KA1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1522.degrees latitude (g = 980.6199 gals.).
 KA1522
 KA1522.The modeled gravity was interpolated from observed gravity values.
 KA1522
 KA1522;                    North         East    Units  Estimated Accuracy
 KA1522;SPC IL E     -   330,720.      340,370.      MT  (+/- 180 meters Scaled)
 KA1522
 KA1522                          SUPERSEDED SURVEY CONTROL
 KA1522
 KA1522  NGVD 29 (??/??/92)  210.24   (m)          689.8    (f) COMPUTED    1 2
 KA1522
 KA1522.Superseded values are not recommended for survey control.
 KA1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1522.See file dsdata.txt to determine how the superseded data were derived.
 KA1522
 KA1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ259887(NAD 83)
 KA1522_MARKER: DD = SURVEY DISK
 KA1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1522_SP_SET: BUILDING
 KA1522_STAMPING: USGS 691
 KA1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1522
 KA1522  HISTORY     - Date     Condition        Report By
 KA1522  HISTORY     - UNK      MONUMENTED       USGS
 KA1522  HISTORY     - 1956     GOOD             NGS
 KA1522
 KA1522                          STATION DESCRIPTION
 KA1522
 KA1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1522'AT REDMON.
 KA1522'AT REDMON, EDGAR COUNTY, IN THE FRONT WALL OF THE REDMON BANK.  A
 KA1522'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED U.S.G.S.
 KA1522'691.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1523 ***********************************************************************
 KA1523  DESIGNATION -  691 RESET 1953
 KA1523  PID         -  KA1523
 KA1523  STATE/COUNTY-  IL/EDGAR
 KA1523  USGS QUAD   -  REDMON (1982)
 KA1523
 KA1523                         *CURRENT SURVEY CONTROL
 KA1523  ___________________________________________________________________
 KA1523* NAD 83(1986)-  39 38 43.     (N)    087 51 47.     (W)     SCALED    
 KA1523* NAVD 88     -       210.192  (meters)     689.60   (feet)  ADJUSTED  
 KA1523  ___________________________________________________________________
 KA1523  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KA1523  DYNAMIC HT  -         210.079 (meters)     689.23  (feet)  COMP
 KA1523  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 KA1523
 KA1523  VERT ORDER  -  FIRST     CLASS II
 KA1523
 KA1523.The horizontal coordinates were scaled from a topographic map and have
 KA1523.an estimated accuracy of +/- 6 seconds.
 KA1523
 KA1523.The orthometric height was determined by differential leveling
 KA1523.and adjusted by the National Geodetic Survey in June 1991..
 KA1523
 KA1523.The geoid height was determined by GEOID03.
 KA1523
 KA1523.The dynamic height is computed by dividing the NAVD 88
 KA1523.geopotential number by the normal gravity value computed on the
 KA1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1523.degrees latitude (g = 980.6199 gals.).
 KA1523
 KA1523.The modeled gravity was interpolated from observed gravity values.
 KA1523
 KA1523;                    North         East    Units  Estimated Accuracy
 KA1523;SPC IL E     -   330,720.      340,370.      MT  (+/- 180 meters Scaled)
 KA1523
 KA1523                          SUPERSEDED SURVEY CONTROL
 KA1523
 KA1523  NGVD 29 (??/??/92)  210.28   (m)          689.9    (f) COMPUTED    1 2
 KA1523
 KA1523.Superseded values are not recommended for survey control.
 KA1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1523.See file dsdata.txt to determine how the superseded data were derived.
 KA1523
 KA1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ259887(NAD 83)
 KA1523_MARKER: DD = SURVEY DISK
 KA1523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1523_SP_SET: BUILDING
 KA1523_STAMPING: 691 RESET 1953
 KA1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1523
 KA1523  HISTORY     - Date     Condition        Report By
 KA1523  HISTORY     - 1953     MONUMENTED       USGS
 KA1523  HISTORY     - 1956     GOOD             NGS
 KA1523
 KA1523                          STATION DESCRIPTION
 KA1523
 KA1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1523'AT REDMON.
 KA1523'AT REDMON, ABOUT 0.1 MILE NORTHEAST OF THE PENNSYLVANIA RAILROAD
 KA1523'STATION, SET VERTICALLY IN THE SOUTH BRICK FACE OF CITY FIRE HOUSE
 KA1523'(FORMERLY BANK BUILDING), 18 3/4 FEET NORTH OF NORTH CURB OF AN
 KA1523'EAST-WEST STREET, 15 1/4 FEET WEST OF SOUTHEAST CORNER OF
 KA1523'BUILDING, 5 FEET EAST OF SOUTHWEST CORNER OF BUILDING AND 3 FEET
 KA1523'ABOVE LEVEL OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0337 ***********************************************************************
 LD0337  DESIGNATION -  697
 LD0337  PID         -  LD0337
 LD0337  STATE/COUNTY-  IL/FULTON
 LD0337  USGS QUAD   -  VERMONT (1979)
 LD0337
 LD0337                         *CURRENT SURVEY CONTROL
 LD0337  ___________________________________________________________________
 LD0337* NAD 83(1986)-  40 17 39.     (N)    090 25 39.     (W)     SCALED    
 LD0337* NAVD 88     -       212.259  (meters)     696.39   (feet)  ADJUSTED  
 LD0337  ___________________________________________________________________
 LD0337  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LD0337  DYNAMIC HT  -         212.153 (meters)     696.04  (feet)  COMP
 LD0337  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 LD0337
 LD0337  VERT ORDER  -  SECOND    CLASS 0
 LD0337
 LD0337.The horizontal coordinates were scaled from a topographic map and have
 LD0337.an estimated accuracy of +/- 6 seconds.
 LD0337
 LD0337.The orthometric height was determined by differential leveling
 LD0337.and adjusted by the National Geodetic Survey in June 1991..
 LD0337
 LD0337.The geoid height was determined by GEOID03.
 LD0337
 LD0337.The dynamic height is computed by dividing the NAVD 88
 LD0337.geopotential number by the normal gravity value computed on the
 LD0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0337.degrees latitude (g = 980.6199 gals.).
 LD0337
 LD0337.The modeled gravity was interpolated from observed gravity values.
 LD0337
 LD0337;                    North         East    Units  Estimated Accuracy
 LD0337;SPC IL W     -   402,680.      677,820.      MT  (+/- 180 meters Scaled)
 LD0337
 LD0337                          SUPERSEDED SURVEY CONTROL
 LD0337
 LD0337  NGVD 29 (??/??/92)  212.344  (m)          696.67   (f) ADJ UNCH    2 0
 LD0337
 LD0337.Superseded values are not recommended for survey control.
 LD0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0337.See file dsdata.txt to determine how the superseded data were derived.
 LD0337
 LD0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE186635(NAD 83)
 LD0337_MARKER: P = PIPE CAP
 LD0337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0337_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0337_STAMPING: ILL 697 1919
 LD0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0337
 LD0337  HISTORY     - Date     Condition        Report By
 LD0337  HISTORY     - 1919     MONUMENTED       USGS
 LD0337  HISTORY     - 1935     GOOD             NGS
 LD0337
 LD0337                          STATION DESCRIPTION
 LD0337
 LD0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0337'AT VERMONT.
 LD0337'AT VERMONT, FULTON COUNTY, AT THE SOUTH ENTRANCE TO THE CITY PARK,
 LD0337'30 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST STREET, 15
 LD0337'FEET WEST OF A SIDEWALK, AND BETWEEN TWO ELM TREES.  A UNITED
 LD0337'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 697 1919 AND
 LD0337'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 6 INCHES
 LD0337'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0136 ***********************************************************************
 KC0136  DESIGNATION -  7
 KC0136  PID         -  KC0136
 KC0136  STATE/COUNTY-  IL/GREENE
 KC0136  USGS QUAD   -  HARDIN (1978)
 KC0136
 KC0136                         *CURRENT SURVEY CONTROL
 KC0136  ___________________________________________________________________
 KC0136* NAD 83(1986)-  39 11 23.     (N)    090 33 03.     (W)     SCALED    
 KC0136* NAVD 88     -       135.263  (meters)     443.78   (feet)  ADJUSTED  
 KC0136  ___________________________________________________________________
 KC0136  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KC0136  DYNAMIC HT  -         135.183 (meters)     443.51  (feet)  COMP
 KC0136  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 KC0136
 KC0136  VERT ORDER  -  FIRST     CLASS II
 KC0136
 KC0136.The horizontal coordinates were scaled from a topographic map and have
 KC0136.an estimated accuracy of +/- 6 seconds.
 KC0136
 KC0136.The orthometric height was determined by differential leveling
 KC0136.and adjusted by the National Geodetic Survey in June 1991..
 KC0136
 KC0136.The geoid height was determined by GEOID03.
 KC0136
 KC0136.The dynamic height is computed by dividing the NAVD 88
 KC0136.geopotential number by the normal gravity value computed on the
 KC0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0136.degrees latitude (g = 980.6199 gals.).
 KC0136
 KC0136.The modeled gravity was interpolated from observed gravity values.
 KC0136
 KC0136;                    North         East    Units  Estimated Accuracy
 KC0136;SPC IL W     -   280,100.      666,810.      MT  (+/- 180 meters Scaled)
 KC0136
 KC0136                          SUPERSEDED SURVEY CONTROL
 KC0136
 KC0136  NGVD 29 (??/??/92)  135.38   (m)          444.2    (f) COMPUTED    1 2
 KC0136
 KC0136.Superseded values are not recommended for survey control.
 KC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0136.See file dsdata.txt to determine how the superseded data were derived.
 KC0136
 KC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD115406(NAD 83)
 KC0136_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0136_STAMPING: ELEV 451.55 FT MEMPHIS DATUM 1903
 KC0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0136
 KC0136  HISTORY     - Date     Condition        Report By
 KC0136  HISTORY     - 1903     MONUMENTED       DOD
 KC0136  HISTORY     - 1961     GOOD             NGS
 KC0136
 KC0136                          STATION DESCRIPTION
 KC0136
 KC0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0136'AT SPANKEY.
 KC0136'AT SPANKEY, ABOUT 75 YARDS NORTHEAST OF THE NORTHEAST CORNER
 KC0136'OF A 450 FEET BRIDGE OVER MACOUPIN CREEK, AT A GRADED ROAD
 KC0136'CROSSING, SECTION S 29 T 9 N R 13 W, IN THE SOUTHEAST CORNER
 KC0136'OF A YARD, 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KC0136'ONE-STORY BRICK HOUSE, 32 FEET WEST OF THE CENTER LINE OF THE
 KC0136'NORTH-SOUTH ROAD, 56 FEET NORTH OF THE CENTER LINE OF THE
 KC0136'EAST-WEST ROAD, 14 1/2 FEET NORTHWEST OF A POWER LINE POLE WITH
 KC0136'A TRANSFORMER, 8 FEET NORTH OF AN EAST-WEST FENCE, A COPPER BOLT
 KC0136'LEADED IN THE TOP OF A LIMESTONE SLAB 4 FEET UNDERGROUND ACCESS
 KC0136'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CAP STATED AS
 KC0136'ABOVE AND PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KC0136'NOTE-- ONLY THE CAP WAS LEVELED TO AS THE OWNER OF THE PROPERTY
 KC0136'DID NOT WANT ANY DIGGING ON HIS PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0608 ***********************************************************************
 KB0608  DESIGNATION -  7
 KB0608  PID         -  KB0608
 KB0608  STATE/COUNTY-  IL/MOULTRIE
 KB0608  USGS QUAD   -  LOVINGTON (1983)
 KB0608
 KB0608                         *CURRENT SURVEY CONTROL
 KB0608  ___________________________________________________________________
 KB0608* NAD 83(1986)-  39 43 50.     (N)    088 39 39.     (W)     SCALED    
 KB0608* NAVD 88     -       198.900  (meters)     652.56   (feet)  ADJUSTED  
 KB0608  ___________________________________________________________________
 KB0608  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KB0608  DYNAMIC HT  -         198.788 (meters)     652.19  (feet)  COMP
 KB0608  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 KB0608
 KB0608  VERT ORDER  -  FIRST     CLASS II
 KB0608
 KB0608.The horizontal coordinates were scaled from a topographic map and have
 KB0608.an estimated accuracy of +/- 6 seconds.
 KB0608
 KB0608.The orthometric height was determined by differential leveling
 KB0608.and adjusted by the National Geodetic Survey in June 1991..
 KB0608
 KB0608.The geoid height was determined by GEOID03.
 KB0608
 KB0608.The dynamic height is computed by dividing the NAVD 88
 KB0608.geopotential number by the normal gravity value computed on the
 KB0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0608.degrees latitude (g = 980.6199 gals.).
 KB0608
 KB0608.The modeled gravity was interpolated from observed gravity values.
 KB0608
 KB0608;                    North         East    Units  Estimated Accuracy
 KB0608;SPC IL E     -   340,140.      271,930.      MT  (+/- 180 meters Scaled)
 KB0608
 KB0608                          SUPERSEDED SURVEY CONTROL
 KB0608
 KB0608  NGVD 29 (??/??/92)  198.971  (m)          652.79   (f) ADJ UNCH    1 2
 KB0608
 KB0608.Superseded values are not recommended for survey control.
 KB0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0608.See file dsdata.txt to determine how the superseded data were derived.
 KB0608
 KB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ576991(NAD 83)
 KB0608_MARKER: DB = BENCH MARK DISK
 KB0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0608+STABILITY: SURFACE MOTION
 KB0608
 KB0608  HISTORY     - Date     Condition        Report By
 KB0608  HISTORY     - UNK      MONUMENTED       ILHD
 KB0608  HISTORY     - 1933     GOOD             NGS
 KB0608  HISTORY     - 1938     GOOD             NGS
 KB0608
 KB0608                          STATION DESCRIPTION
 KB0608
 KB0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0608'1.8 MI NW FROM LOVINGTON.
 KB0608'1.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KB0608'LOVINGTON, MOULTRIE COUNTY, 316 FEET SOUTH OF THE OVERHEAD
 KB0608'CROSSING OF STATE HIGHWAY 32, 29 FEET EAST OF THE CENTERLINE OF
 KB0608'THE HIGHWAY, AND 1 FOOT WEST OF THE FENCE LINE.  THE TOP OF A
 KB0608'VALVE, SET IN THE TOP OF A CONCRETE POST.
 KB0608
 KB0608                          STATION RECOVERY (1938)
 KB0608
 KB0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 KB0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0072 ***********************************************************************
 JC0072  DESIGNATION -  7
 JC0072  PID         -  JC0072
 JC0072  STATE/COUNTY-  IL/MADISON
 JC0072  USGS QUAD   -  ELSAH (1991)
 JC0072
 JC0072                         *CURRENT SURVEY CONTROL
 JC0072  ___________________________________________________________________
 JC0072* NAD 83(1986)-  38 55 41.     (N)    090 15 10.     (W)     SCALED    
 JC0072* NAVD 88     -       137.44   (+/-2cm)     450.9    (feet)  VERTCON   
 JC0072  ___________________________________________________________________
 JC0072  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JC0072
 JC0072  VERT ORDER  -  ? (See Below)
 JC0072
 JC0072.The horizontal coordinates were scaled from a topographic map and have
 JC0072.an estimated accuracy of +/- 6 seconds.
 JC0072
 JC0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC0072.The vertical order pertains to the NGVD 29 superseded value.
 JC0072
 JC0072.The geoid height was determined by GEOID03.
 JC0072
 JC0072;                    North         East    Units  Estimated Accuracy
 JC0072;SPC IL W     -   250,990.      692,530.      MT  (+/- 180 meters Scaled)
 JC0072
 JC0072                          SUPERSEDED SURVEY CONTROL
 JC0072
 JC0072  NGVD 29 (??/??/92)  137.524  (m)          451.19   (f) ADJ UNCH    ?  
 JC0072
 JC0072.Superseded values are not recommended for survey control.
 JC0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0072.See file dsdata.txt to determine how the superseded data were derived.
 JC0072
 JC0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD381123(NAD 83)
 JC0072_MARKER: B = BOLT
 JC0072_SETTING: 66 = SET IN ROCK OUTCROP
 JC0072_SP_SET: ROCK CUT
 JC0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0072+STABILITY: POSITION/ELEVATION WELL
 JC0072
 JC0072  HISTORY     - Date     Condition        Report By
 JC0072  HISTORY     - UNK      MONUMENTED       DOD
 JC0072  HISTORY     - 1880     GOOD             DOD
 JC0072
 JC0072                          STATION DESCRIPTION
 JC0072
 JC0072'DESCRIBED BY US DEPARTMENT OF DEFENSE 1880
 JC0072'2 MI SE FROM PIASA CREEK.
 JC0072'IN MADISON COUNTY, ABOUT 2 MILES BELOW THE MOUTH OF PIASA CREEK,
 JC0072'IN THE WOODS, IN NATURAL ROCK ON THE HILLSIDE, AND 20 YARDS
 JC0072'ABOVE THE HIGHWATER MARK.  A COPPER BOLT SET IN THE ROCK AND
 JC0072'SURROUNDED BY THE LETTERS USPBM CUT IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0143 ***********************************************************************
 NH0143  DESIGNATION -  7 RGS
 NH0143  PID         -  NH0143
 NH0143  STATE/COUNTY-  IL/MCHENRY
 NH0143  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0143
 NH0143                         *CURRENT SURVEY CONTROL
 NH0143  ___________________________________________________________________
 NH0143* NAD 83(1986)-  42 14 38.     (N)    088 19 03.     (W)     SCALED    
 NH0143* NAVD 88     -       282.854  (meters)     928.00   (feet)  ADJUSTED  
 NH0143  ___________________________________________________________________
 NH0143  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NH0143  DYNAMIC HT  -         282.758 (meters)     927.68  (feet)  COMP
 NH0143  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 NH0143
 NH0143  VERT ORDER  -  SECOND    CLASS 0
 NH0143
 NH0143.The horizontal coordinates were scaled from a topographic map and have
 NH0143.an estimated accuracy of +/- 6 seconds.
 NH0143
 NH0143.The orthometric height was determined by differential leveling
 NH0143.and adjusted by the National Geodetic Survey in June 1991..
 NH0143.WARNING-Repeat measurements at this control monument indicate possible
 NH0143.vertical movement.
 NH0143
 NH0143.The geoid height was determined by GEOID03.
 NH0143
 NH0143.The dynamic height is computed by dividing the NAVD 88
 NH0143.geopotential number by the normal gravity value computed on the
 NH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0143.degrees latitude (g = 980.6199 gals.).
 NH0143
 NH0143.The modeled gravity was interpolated from observed gravity values.
 NH0143
 NH0143;                    North         East    Units  Estimated Accuracy
 NH0143;SPC IL E     -   619,190.      301,310.      MT  (+/- 180 meters Scaled)
 NH0143
 NH0143                          SUPERSEDED SURVEY CONTROL
 NH0143
 NH0143  NGVD 29 (??/??/92)  282.900  (m)          928.15   (f) ADJ UNCH    2 0
 NH0143
 NH0143.Superseded values are not recommended for survey control.
 NH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0143.See file dsdata.txt to determine how the superseded data were derived.
 NH0143
 NH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM913776(NAD 83)
 NH0143_MARKER: DD = SURVEY DISK
 NH0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0143_STAMPING: 7 RGS ILL 1923
 NH0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0143+STABILITY: SURFACE MOTION
 NH0143
 NH0143  HISTORY     - Date     Condition        Report By
 NH0143  HISTORY     - 1923     MONUMENTED       USGS
 NH0143  HISTORY     - 1960     GOOD             NGS
 NH0143  HISTORY     - 1987     POOR             USPSQD
 NH0143  HISTORY     - 1990     POOR             USPSQD
 NH0143  HISTORY     - 1990     POOR             USPSQD
 NH0143  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 NH0143
 NH0143                          STATION DESCRIPTION
 NH0143
 NH0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0143'AT CRYSTAL LAKE.
 NH0143'AT CRYSTAL LAKE, AT THE INTERSECTION OF GRANT AND WOODSTOCK STREET,
 NH0143'IN THE WEST CORNER OF A LARGE PARKING LOT, 4 FEET NORTHEAST OF
 NH0143'THE NORTHEAST CURB LINE OF WOODSTOCK STREET, 22 FEET SOUTHEAST
 NH0143'OF THE SOUTHEAST CURB LINE OF GRANT STREET, 21 1/2 FEET EAST OF A
 NH0143'POWER LINE POLE, 3 1/2 FEET NORTH OF A PARKING METER (NO. 245),
 NH0143'4 FEET SOUTH OF A 30-INCH MAPLE TREE, ABOUT 1 1/2 FEET ABOVE THE
 NH0143'LEVEL OF THE INTERSECTION, AND SET IN TOP OF A CONCRETE POST
 NH0143'PROJECTING 6 INCHES.
 NH0143
 NH0143                          STATION RECOVERY (1987)
 NH0143
 NH0143'RECOVERY NOTE BY US POWER SQUADRON 1987 (PAM)
 NH0143'MARK RECOVERED IN POOR CONDITION.
 NH0143
 NH0143                          STATION RECOVERY (1990)
 NH0143
 NH0143'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 NH0143'MARK RECOVERED IN POOR CONDITION.
 NH0143
 NH0143                          STATION RECOVERY (1990)
 NH0143
 NH0143'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0143'MARK RECOVERED IN POOR CONDITION.
 NH0143
 NH0143                          STATION RECOVERY (1995)
 NH0143
 NH0143'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0343 ***********************************************************************
 LD0343  DESIGNATION -  703
 LD0343  PID         -  LD0343
 LD0343  STATE/COUNTY-  IL/FULTON
 LD0343  USGS QUAD   -  VERMONT (1979)
 LD0343
 LD0343                         *CURRENT SURVEY CONTROL
 LD0343  ___________________________________________________________________
 LD0343* NAD 83(1986)-  40 21 57.     (N)    090 25 18.     (W)     SCALED    
 LD0343* NAVD 88     -       214.119  (meters)     702.49   (feet)  ADJUSTED  
 LD0343  ___________________________________________________________________
 LD0343  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LD0343  DYNAMIC HT  -         214.013 (meters)     702.14  (feet)  COMP
 LD0343  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 LD0343
 LD0343  VERT ORDER  -  SECOND    CLASS 0
 LD0343
 LD0343.The horizontal coordinates were scaled from a topographic map and have
 LD0343.an estimated accuracy of +/- 6 seconds.
 LD0343
 LD0343.The orthometric height was determined by differential leveling
 LD0343.and adjusted by the National Geodetic Survey in June 1991..
 LD0343
 LD0343.The geoid height was determined by GEOID03.
 LD0343
 LD0343.The dynamic height is computed by dividing the NAVD 88
 LD0343.geopotential number by the normal gravity value computed on the
 LD0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0343.degrees latitude (g = 980.6199 gals.).
 LD0343
 LD0343.The modeled gravity was interpolated from observed gravity values.
 LD0343
 LD0343;                    North         East    Units  Estimated Accuracy
 LD0343;SPC IL W     -   410,640.      678,340.      MT  (+/- 180 meters Scaled)
 LD0343
 LD0343                          SUPERSEDED SURVEY CONTROL
 LD0343
 LD0343  NGVD 29 (??/??/92)  214.199  (m)          702.75   (f) ADJ UNCH    2 0
 LD0343
 LD0343.Superseded values are not recommended for survey control.
 LD0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0343.See file dsdata.txt to determine how the superseded data were derived.
 LD0343
 LD0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE189715(NAD 83)
 LD0343_MARKER: R = RIVET
 LD0343_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0343_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0343_STAMPING: ILL 703 1919
 LD0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0343
 LD0343  HISTORY     - Date     Condition        Report By
 LD0343  HISTORY     - 1919     MONUMENTED       USGS
 LD0343  HISTORY     - 1935     GOOD             NGS
 LD0343
 LD0343                          STATION DESCRIPTION
 LD0343
 LD0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0343'AT TABLE GROVE.
 LD0343'AT TABLE GROVE, FULTON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0343'QUINCY RAILROAD, 180 FEET SOUTH OF THE STATION, 117 FEET EAST
 LD0343'OF THE CENTERLINE OF THE EAST MAIN TRACK, 24 FEET SOUTH OF THE
 LD0343'CENTERLINE OF A STREET, AND 8 FEET NORTHWEST OF A 28-INCH ELM
 LD0343'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 LD0343'ILL 703 1919 AND RIVETED ON TOP OF A 3-1/2-INCH IRON PIPE
 LD0343'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1636 ***********************************************************************
 ME1636  DESIGNATION -  71
 ME1636  PID         -  ME1636
 ME1636  STATE/COUNTY-  IL/COOK
 ME1636  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1636
 ME1636                         *CURRENT SURVEY CONTROL
 ME1636  ___________________________________________________________________
 ME1636* NAD 83(1986)-  41 54 35.     (N)    087 42 23.     (W)     SCALED    
 ME1636* NAVD 88     -       182.477  (meters)     598.68   (feet)  ADJUSTED  
 ME1636  ___________________________________________________________________
 ME1636  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1636  DYNAMIC HT  -         182.415 (meters)     598.47  (feet)  COMP
 ME1636  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 ME1636
 ME1636  VERT ORDER  -  FIRST     CLASS I
 ME1636
 ME1636.The horizontal coordinates were scaled from a topographic map and have
 ME1636.an estimated accuracy of +/- 6 seconds.
 ME1636
 ME1636.The orthometric height was determined by differential leveling
 ME1636.and adjusted by the National Geodetic Survey in June 1991..
 ME1636
 ME1636.The geoid height was determined by GEOID03.
 ME1636
 ME1636.The dynamic height is computed by dividing the NAVD 88
 ME1636.geopotential number by the normal gravity value computed on the
 ME1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1636.degrees latitude (g = 980.6199 gals.).
 ME1636
 ME1636.The modeled gravity was interpolated from observed gravity values.
 ME1636
 ME1636;                    North         East    Units  Estimated Accuracy
 ME1636;SPC IL E     -   582,270.      352,020.      MT  (+/- 180 meters Scaled)
 ME1636
 ME1636                          SUPERSEDED SURVEY CONTROL
 ME1636
 ME1636  NGVD 29 (??/??/92)  182.560  (m)          598.95   (f) ADJ UNCH    1 1
 ME1636
 ME1636.Superseded values are not recommended for survey control.
 ME1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1636.See file dsdata.txt to determine how the superseded data were derived.
 ME1636
 ME1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM414399(NAD 83)
 ME1636_MARKER: B = BOLT
 ME1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1636+STABILITY: SURFACE MOTION
 ME1636
 ME1636  HISTORY     - Date     Condition        Report By
 ME1636  HISTORY     - UNK      MONUMENTED       IL1670
 ME1636  HISTORY     - 1969     GOOD             NGS
 ME1636  HISTORY     - 1977     GOOD             NGS
 ME1636  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1636  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1636
 ME1636                          STATION DESCRIPTION
 ME1636
 ME1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1636'7.2 MI NW FROM CHICAGO.
 ME1636'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1636'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG
 ME1636'LAKE SHORE DRIVE, THENCE 4.15 MILES WEST ALONG W. NORTH AVENUE,
 ME1636'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF W. NORTH AVENUE
 ME1636'AND N. KEDZIE AVENUE, 73 FEET WEST OF THE CENTER LINE OF THE
 ME1636'DRIVEWAY WHICH LEADS TO THE ILLINOIS NATIONAL GUARD ARMORY,
 ME1636'7 FEET SOUTH OF THE SOUTH CURB OF W. NORTH AVENUE, AND SET IN
 ME1636'THE TOP OF A CONCRETE POST WHICH IS ENCASED IN AND ABOUT 1 FOOT
 ME1636'BELOW THE TOP OF A 10-INCH SQUARE IRON BOX.
 ME1636
 ME1636                          STATION RECOVERY (1977)
 ME1636
 ME1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1636'RECOVERED IN GOOD CONDITION.
 ME1636
 ME1636                          STATION RECOVERY (1987)
 ME1636
 ME1636'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1636'MARK NOT FOUND.
 ME1636
 ME1636                          STATION RECOVERY (1989)
 ME1636
 ME1636'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0299 ***********************************************************************
 KC0299  DESIGNATION -  711
 KC0299  PID         -  KC0299
 KC0299  STATE/COUNTY-  IL/BROWN
 KC0299  USGS QUAD   -  MT STERLING (1981)
 KC0299
 KC0299                         *CURRENT SURVEY CONTROL
 KC0299  ___________________________________________________________________
 KC0299* NAD 83(1986)-  39 59 15.     (N)    090 46 55.     (W)     SCALED    
 KC0299* NAVD 88     -       216.393  (meters)     709.95   (feet)  ADJUSTED  
 KC0299  ___________________________________________________________________
 KC0299  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KC0299  DYNAMIC HT  -         216.278 (meters)     709.57  (feet)  COMP
 KC0299  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 KC0299
 KC0299  VERT ORDER  -  FIRST     CLASS II
 KC0299
 KC0299.The horizontal coordinates were scaled from a topographic map and have
 KC0299.an estimated accuracy of +/- 6 seconds.
 KC0299
 KC0299.The orthometric height was determined by differential leveling
 KC0299.and adjusted by the National Geodetic Survey in June 1991..
 KC0299
 KC0299.The geoid height was determined by GEOID03.
 KC0299
 KC0299.The dynamic height is computed by dividing the NAVD 88
 KC0299.geopotential number by the normal gravity value computed on the
 KC0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0299.degrees latitude (g = 980.6199 gals.).
 KC0299
 KC0299.The modeled gravity was interpolated from observed gravity values.
 KC0299
 KC0299;                    North         East    Units  Estimated Accuracy
 KC0299;SPC IL W     -   368,780.      647,450.      MT  (+/- 180 meters Scaled)
 KC0299
 KC0299                          SUPERSEDED SURVEY CONTROL
 KC0299
 KC0299  NGVD 29 (??/??/92)  216.479  (m)          710.23   (f) ADJ UNCH    1 2
 KC0299
 KC0299.Superseded values are not recommended for survey control.
 KC0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0299.See file dsdata.txt to determine how the superseded data were derived.
 KC0299
 KC0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE893287(NAD 83)
 KC0299_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0299_STAMPING: ILL 711
 KC0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0299
 KC0299  HISTORY     - Date     Condition        Report By
 KC0299  HISTORY     - UNK      MONUMENTED       USGS
 KC0299  HISTORY     - 1933     GOOD             NGS
 KC0299
 KC0299                          STATION DESCRIPTION
 KC0299
 KC0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0299'0.8 MI NW FROM MOUNT STERLING.
 KC0299'0.8 MILE NORTHWEST ALONG THE WABASH RAILWAY FROM MOUNT STERLING,
 KC0299'BROWN COUNTY, AT MILEPOST DET 489, 80 FEET EAST OF THE TRACK, 30
 KC0299'FEET NORTH OF U.S. HIGHWAY 24, AND 4 FEET SOUTH OF A FENCE.  A
 KC0299'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 711 AND
 KC0299'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0017 ***********************************************************************
 LD0017  DESIGNATION -  713
 LD0017  PID         -  LD0017
 LD0017  STATE/COUNTY-  IL/KNOX
 LD0017  USGS QUAD   -  WILLIAMSFIELD (1982)
 LD0017
 LD0017                         *CURRENT SURVEY CONTROL
 LD0017  ___________________________________________________________________
 LD0017* NAD 83(1986)-  40 55 19.     (N)    090 01 08.     (W)     SCALED    
 LD0017* NAVD 88     -       216.995  (meters)     711.92   (feet)  ADJUSTED  
 LD0017  ___________________________________________________________________
 LD0017  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0017  DYNAMIC HT  -         216.899 (meters)     711.61  (feet)  COMP
 LD0017  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 LD0017
 LD0017  VERT ORDER  -  SECOND    CLASS 0
 LD0017
 LD0017.The horizontal coordinates were scaled from a topographic map and have
 LD0017.an estimated accuracy of +/- 6 seconds.
 LD0017
 LD0017.The orthometric height was determined by differential leveling
 LD0017.and adjusted by the National Geodetic Survey in June 1991..
 LD0017
 LD0017.The geoid height was determined by GEOID03.
 LD0017
 LD0017.The dynamic height is computed by dividing the NAVD 88
 LD0017.geopotential number by the normal gravity value computed on the
 LD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0017.degrees latitude (g = 980.6199 gals.).
 LD0017
 LD0017.The modeled gravity was interpolated from observed gravity values.
 LD0017
 LD0017;                    North         East    Units  Estimated Accuracy
 LD0017;SPC IL W     -   472,370.      712,450.      MT  (+/- 180 meters Scaled)
 LD0017
 LD0017                          SUPERSEDED SURVEY CONTROL
 LD0017
 LD0017  NGVD 29 (??/??/92)  217.063  (m)          712.15   (f) ADJ UNCH    2 0
 LD0017
 LD0017.Superseded values are not recommended for survey control.
 LD0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0017.See file dsdata.txt to determine how the superseded data were derived.
 LD0017
 LD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF510343(NAD 83)
 LD0017_MARKER: Q = CHISELED SQUARE
 LD0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0017+STABILITY: SURFACE MOTION
 LD0017
 LD0017  HISTORY     - Date     Condition        Report By
 LD0017  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0017  HISTORY     - 1935     GOOD             NGS
 LD0017  HISTORY     - 19971031 GOOD             USPSQD
 LD0017
 LD0017                          STATION DESCRIPTION
 LD0017
 LD0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0017'AT WILLIAMSFIELD.
 LD0017'AT WILLIAMSFIELD, KNOX COUNTY, ON THE ATCHISON, TOPEKA AND
 LD0017'SANTA FE RAILWAY, AT A WATER TOWER, AND ON THE TOP OF THE SOUTH
 LD0017'SIDE OF THE CONCRETE FOUNDATION.  A CHISELED SQUARE.
 LD0017
 LD0017                          STATION RECOVERY (1997)
 LD0017
 LD0017'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0421 ***********************************************************************
 LD0421  DESIGNATION -  715
 LD0421  PID         -  LD0421
 LD0421  STATE/COUNTY-  IL/MCDONOUGH
 LD0421  USGS QUAD   -  GOOD HOPE (1974)
 LD0421
 LD0421                         *CURRENT SURVEY CONTROL
 LD0421  ___________________________________________________________________
 LD0421* NAD 83(1986)-  40 33 23.     (N)    090 40 34.     (W)     SCALED    
 LD0421* NAVD 88     -       217.476  (meters)     713.50   (feet)  ADJUSTED  
 LD0421  ___________________________________________________________________
 LD0421  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0421  DYNAMIC HT  -         217.368 (meters)     713.15  (feet)  COMP
 LD0421  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LD0421
 LD0421  VERT ORDER  -  SECOND    CLASS 0
 LD0421
 LD0421.The horizontal coordinates were scaled from a topographic map and have
 LD0421.an estimated accuracy of +/- 6 seconds.
 LD0421
 LD0421.The orthometric height was determined by differential leveling
 LD0421.and adjusted by the National Geodetic Survey in June 1991..
 LD0421
 LD0421.The geoid height was determined by GEOID03.
 LD0421
 LD0421.The dynamic height is computed by dividing the NAVD 88
 LD0421.geopotential number by the normal gravity value computed on the
 LD0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0421.degrees latitude (g = 980.6199 gals.).
 LD0421
 LD0421.The modeled gravity was interpolated from observed gravity values.
 LD0421
 LD0421;                    North         East    Units  Estimated Accuracy
 LD0421;SPC IL W     -   431,890.      656,850.      MT  (+/- 180 meters Scaled)
 LD0421
 LD0421                          SUPERSEDED SURVEY CONTROL
 LD0421
 LD0421  NGVD 29 (??/??/92)  217.538  (m)          713.71   (f) ADJ UNCH    2 0
 LD0421
 LD0421.Superseded values are not recommended for survey control.
 LD0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0421.See file dsdata.txt to determine how the superseded data were derived.
 LD0421
 LD0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE967921(NAD 83)
 LD0421_MARKER: P = PIPE CAP
 LD0421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0421_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0421_STAMPING: ILL 715
 LD0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0421
 LD0421  HISTORY     - Date     Condition        Report By
 LD0421  HISTORY     - UNK      MONUMENTED       USGS
 LD0421  HISTORY     - 1935     GOOD             NGS
 LD0421  HISTORY     - 20031220 MARK NOT FOUND   USPSQD
 LD0421
 LD0421                          STATION DESCRIPTION
 LD0421
 LD0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0421'AT GOOD HOPE.
 LD0421'AT GOOD HOPE, MCDONOUGH  COUNTY, ON THE TOLEDO, PEORIA AND
 LD0421'WESTERN RAILROAD, 100 FEET EAST OF THE STATION, 120 FEET SOUTH OF
 LD0421'THE CENTERLINE OF THE TRACK, AND AT THE NORTHEAST CORNER OF THE
 LD0421'H. ROBBINS PROPERTY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LD0421'CAP, STAMPED ILL 715 AND FASTENED ON TOP OF AN IRON PIPE
 LD0421'PROJECTING 6 INCHES ABOVE GROUND.
 LD0421
 LD0421                          STATION RECOVERY (2003)
 LD0421
 LD0421'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 LD0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0614 ***********************************************************************
 KB0614  DESIGNATION -  718.4
 KB0614  PID         -  KB0614
 KB0614  STATE/COUNTY-  IL/MACON
 KB0614  USGS QUAD   -  LONG CREEK (1975)
 KB0614
 KB0614                         *CURRENT SURVEY CONTROL
 KB0614  ___________________________________________________________________
 KB0614* NAD 83(1986)-  39 45 16.     (N)    088 45 28.     (W)     SCALED    
 KB0614* NAVD 88     -       218.647  (meters)     717.34   (feet)  ADJUSTED  
 KB0614  ___________________________________________________________________
 KB0614  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0614  DYNAMIC HT  -         218.523 (meters)     716.94  (feet)  COMP
 KB0614  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KB0614
 KB0614  VERT ORDER  -  FIRST     CLASS II
 KB0614
 KB0614.The horizontal coordinates were scaled from a topographic map and have
 KB0614.an estimated accuracy of +/- 6 seconds.
 KB0614
 KB0614.The orthometric height was determined by differential leveling
 KB0614.and adjusted by the National Geodetic Survey in June 1991..
 KB0614
 KB0614.The geoid height was determined by GEOID03.
 KB0614
 KB0614.The dynamic height is computed by dividing the NAVD 88
 KB0614.geopotential number by the normal gravity value computed on the
 KB0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0614.degrees latitude (g = 980.6199 gals.).
 KB0614
 KB0614.The modeled gravity was interpolated from observed gravity values.
 KB0614
 KB0614;                    North         East    Units  Estimated Accuracy
 KB0614;SPC IL E     -   342,820.      263,630.      MT  (+/- 180 meters Scaled)
 KB0614
 KB0614                          SUPERSEDED SURVEY CONTROL
 KB0614
 KB0614  NGVD 29 (??/??/92)  218.712  (m)          717.56   (f) ADJ UNCH    1 2
 KB0614
 KB0614.Superseded values are not recommended for survey control.
 KB0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0614.See file dsdata.txt to determine how the superseded data were derived.
 KB0614
 KB0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK494019(NAD 83)
 KB0614_MARKER: Q = CHISELED SQUARE
 KB0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0614_SP_SET: LINCOLN MEMORIAL TABLET
 KB0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0614
 KB0614  HISTORY     - Date     Condition        Report By
 KB0614  HISTORY     - UNK      MONUMENTED       CGS
 KB0614  HISTORY     - 1933     GOOD             NGS
 KB0614  HISTORY     - 1938     GOOD             NGS
 KB0614
 KB0614                          STATION DESCRIPTION
 KB0614
 KB0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0614'2 MI W FROM LAKE CITY.
 KB0614'IN MACON COUNTY, ABOUT 2 MILES WEST ALONG THE PENNSYLVANIA
 KB0614'RAILROAD FROM LAKE CITY, MOULTRIE COUNTY, 18 POLES WEST OF
 KB0614'MILEPOST TH 79, 75 FEET NORTH OF THE TRACK, 6 FEET NORTH OF THE
 KB0614'HIGHWAY, AND ON THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A
 KB0614'LINCOLN MEMORIAL TABLET AND COUNTY-LINE MARKER.  A CHISELED
 KB0614'SQUARE.
 KB0614
 KB0614                          STATION RECOVERY (1938)
 KB0614
 KB0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 KB0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0005 ***********************************************************************
 MF0005  DESIGNATION -  719
 MF0005  PID         -  MF0005
 MF0005  STATE/COUNTY-  IL/KANE
 MF0005  USGS QUAD   -  GENEVA (1993)
 MF0005
 MF0005                         *CURRENT SURVEY CONTROL
 MF0005  ___________________________________________________________________
 MF0005* NAD 83(1986)-  41 54 49.     (N)    088 18 58.     (W)     SCALED    
 MF0005* NAVD 88     -       219.117  (meters)     718.89   (feet)  ADJUSTED  
 MF0005  ___________________________________________________________________
 MF0005  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MF0005  DYNAMIC HT  -         219.042 (meters)     718.64  (feet)  COMP
 MF0005  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 MF0005
 MF0005  VERT ORDER  -  SECOND    CLASS 0
 MF0005
 MF0005.The horizontal coordinates were scaled from a topographic map and have
 MF0005.an estimated accuracy of +/- 6 seconds.
 MF0005
 MF0005.The orthometric height was determined by differential leveling
 MF0005.and adjusted by the National Geodetic Survey in June 1991..
 MF0005
 MF0005.The geoid height was determined by GEOID03.
 MF0005
 MF0005.The dynamic height is computed by dividing the NAVD 88
 MF0005.geopotential number by the normal gravity value computed on the
 MF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0005.degrees latitude (g = 980.6199 gals.).
 MF0005
 MF0005.The modeled gravity was interpolated from observed gravity values.
 MF0005
 MF0005;                    North         East    Units  Estimated Accuracy
 MF0005;SPC IL E     -   582,510.      301,430.      MT  (+/- 180 meters Scaled)
 MF0005
 MF0005                          SUPERSEDED SURVEY CONTROL
 MF0005
 MF0005  NGVD 29 (??/??/92)  219.189  (m)          719.12   (f) ADJ UNCH    2 0
 MF0005
 MF0005.Superseded values are not recommended for survey control.
 MF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0005.See file dsdata.txt to determine how the superseded data were derived.
 MF0005
 MF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM908410(NAD 83)
 MF0005_MARKER: DD = SURVEY DISK
 MF0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0005+STABILITY: SURFACE MOTION
 MF0005
 MF0005  HISTORY     - Date     Condition        Report By
 MF0005  HISTORY     - UNK      MONUMENTED       IL7640
 MF0005  HISTORY     - 1935     GOOD             NGS
 MF0005  HISTORY     - 1980     GOOD             NGS
 MF0005  HISTORY     - 1988     GOOD             USPSQD
 MF0005  HISTORY     - 1989     GOOD             USPSQD
 MF0005  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 MF0005  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 MF0005
 MF0005                          STATION DESCRIPTION
 MF0005
 MF0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MF0005'AT SAINT CHARLES.
 MF0005'AT SAINT CHARLES, KANE COUNTY, AT THE SOUTH END OF THE CITY PARK,
 MF0005'132 FEET WEST OF THE CENTER OF THE INTERSECTION OF NORTH 4TH
 MF0005'AND WEST MAIN STREETS, 36 FEET NORTH OF THE CENTERLINE OF WEST
 MF0005'MAIN STREET, AND LEVEL WITH THE GROUND.  A BRASS ROD, SET IN THE
 MF0005'TOP OF A CONCRETE POST ENCLOSED BY A 6-INCH TILE PIPE.
 MF0005
 MF0005                          STATION RECOVERY (1980)
 MF0005
 MF0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MF0005'THE PIPE CURRENTLY ENCLOSING THE ROD APPEARS TO BE METAL.
 MF0005
 MF0005                          STATION RECOVERY (1988)
 MF0005
 MF0005'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGH)
 MF0005'RECOVERED IN GOOD CONDITION.
 MF0005
 MF0005                          STATION RECOVERY (1989)
 MF0005
 MF0005'RECOVERY NOTE BY US POWER SQUADRON 1989 (EW)
 MF0005'RECOVERED IN GOOD CONDITION.
 MF0005
 MF0005                          STATION RECOVERY (1997)
 MF0005
 MF0005'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0005'MARK NOT FOUND.
 MF0005
 MF0005                          STATION RECOVERY (1998)
 MF0005
 MF0005'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0615 ***********************************************************************
 KB0615  DESIGNATION -  722.5
 KB0615  PID         -  KB0615
 KB0615  STATE/COUNTY-  IL/MACON
 KB0615  USGS QUAD   -  LONG CREEK (1975)
 KB0615
 KB0615                         *CURRENT SURVEY CONTROL
 KB0615  ___________________________________________________________________
 KB0615* NAD 83(1986)-  39 45 17.     (N)    088 46 03.     (W)     SCALED    
 KB0615* NAVD 88     -       219.920  (meters)     721.52   (feet)  ADJUSTED  
 KB0615  ___________________________________________________________________
 KB0615  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0615  DYNAMIC HT  -         219.796 (meters)     721.11  (feet)  COMP
 KB0615  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 KB0615
 KB0615  VERT ORDER  -  FIRST     CLASS II
 KB0615
 KB0615.The horizontal coordinates were scaled from a topographic map and have
 KB0615.an estimated accuracy of +/- 6 seconds.
 KB0615
 KB0615.The orthometric height was determined by differential leveling
 KB0615.and adjusted by the National Geodetic Survey in June 1991..
 KB0615
 KB0615.The geoid height was determined by GEOID03.
 KB0615
 KB0615.The dynamic height is computed by dividing the NAVD 88
 KB0615.geopotential number by the normal gravity value computed on the
 KB0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0615.degrees latitude (g = 980.6199 gals.).
 KB0615
 KB0615.The modeled gravity was interpolated from observed gravity values.
 KB0615
 KB0615;                    North         East    Units  Estimated Accuracy
 KB0615;SPC IL E     -   342,860.      262,790.      MT  (+/- 180 meters Scaled)
 KB0615
 KB0615                          SUPERSEDED SURVEY CONTROL
 KB0615
 KB0615  NGVD 29 (??/??/92)  219.983  (m)          721.73   (f) ADJ UNCH    1 2
 KB0615
 KB0615.Superseded values are not recommended for survey control.
 KB0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0615.See file dsdata.txt to determine how the superseded data were derived.
 KB0615
 KB0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK485020(NAD 83)
 KB0615_MARKER: N = NAIL
 KB0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0615_SP_SET: WILLOW TREE
 KB0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0615
 KB0615  HISTORY     - Date     Condition        Report By
 KB0615  HISTORY     - UNK      MONUMENTED       USGS
 KB0615  HISTORY     - 1933     GOOD             NGS
 KB0615
 KB0615                          STATION DESCRIPTION
 KB0615
 KB0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0615'1 MI E FROM PRAIRIE HALL.
 KB0615'1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM PRAIRIE HALL,
 KB0615'MACON COUNTY, ONE POLE WEST OF MILEPOST 80, AT A ROAD CROSSING,
 KB0615'80 FEET NORTH OF THE TRACK, 15 FEET WEST OF THE ROAD, AND IN THE
 KB0615'EAST ROOT OF A 48-INCH WILLOW TREE.  A UNITED STATES GEOLOGICAL
 KB0615'SURVEY STANDARD COPPER NAIL AND WASHER.  NOTE-- IT WAS REPORTED
 KB0615'IN AUGUST 1938 THAT THE ROOT EXTENDS ABOVE THE NAIL ABOUT 1-1/2
 KB0615'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0552 ***********************************************************************
 LD0552  DESIGNATION -  725
 LD0552  PID         -  LD0552
 LD0552  STATE/COUNTY-  IL/ADAMS
 LD0552  USGS QUAD   -  MENDON (1995)
 LD0552
 LD0552                         *CURRENT SURVEY CONTROL
 LD0552  ___________________________________________________________________
 LD0552* NAD 83(1986)-  40 00 30.     (N)    091 15 17.     (W)     SCALED    
 LD0552* NAVD 88     -       220.829  (meters)     724.50   (feet)  ADJUSTED  
 LD0552  ___________________________________________________________________
 LD0552  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LD0552  DYNAMIC HT  -         220.714 (meters)     724.13  (feet)  COMP
 LD0552  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 LD0552
 LD0552  VERT ORDER  -  FIRST     CLASS II
 LD0552
 LD0552.The horizontal coordinates were scaled from a topographic map and have
 LD0552.an estimated accuracy of +/- 6 seconds.
 LD0552
 LD0552.The orthometric height was determined by differential leveling
 LD0552.and adjusted by the National Geodetic Survey in June 1991..
 LD0552
 LD0552.The geoid height was determined by GEOID03.
 LD0552
 LD0552.The dynamic height is computed by dividing the NAVD 88
 LD0552.geopotential number by the normal gravity value computed on the
 LD0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0552.degrees latitude (g = 980.6199 gals.).
 LD0552
 LD0552.The modeled gravity was interpolated from observed gravity values.
 LD0552
 LD0552;                    North         East    Units  Estimated Accuracy
 LD0552;SPC IL W     -   371,480.      607,100.      MT  (+/- 180 meters Scaled)
 LD0552
 LD0552                          SUPERSEDED SURVEY CONTROL
 LD0552
 LD0552  NGVD 29 (??/??/92)  220.894  (m)          724.72   (f) ADJ UNCH    1 2
 LD0552
 LD0552.Superseded values are not recommended for survey control.
 LD0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0552.See file dsdata.txt to determine how the superseded data were derived.
 LD0552
 LD0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE489301(NAD 83)
 LD0552_MARKER: P = PIPE CAP
 LD0552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0552_STAMPING: ILL 725
 LD0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0552
 LD0552  HISTORY     - Date     Condition        Report By
 LD0552  HISTORY     - UNK      MONUMENTED       USGS
 LD0552  HISTORY     - 1933     GOOD             NGS
 LD0552
 LD0552                          STATION DESCRIPTION
 LD0552
 LD0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LD0552'AT FOWLER.
 LD0552'AT FOWLER, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0552'RAILROAD, AT THE EAST CITY LIMIT SIGN, 20 FEET EAST OF A
 LD0552'NORTH-AND-SOUTH ROAD, ABOUT 200 FEET NORTH OF THE TRACK, AND 30
 LD0552'FEET NORTH OF U.S. HIGHWAY 24.  A UNITED STATES GEOLOGICAL SURVEY
 LD0552'STANDARD CAP, STAMPED ILL 725 AND RIVETED ON THE TOP OF A
 LD0552'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1377 ***********************************************************************
 LC1377  DESIGNATION -  726
 LC1377  PID         -  LC1377
 LC1377  STATE/COUNTY-  IL/PEORIA
 LC1377  USGS QUAD   -  ROME (1982)
 LC1377
 LC1377                         *CURRENT SURVEY CONTROL
 LC1377  ___________________________________________________________________
 LC1377* NAD 83(1986)-  40 56 41.     (N)    089 35 49.     (W)     SCALED    
 LC1377* NAVD 88     -       221.188  (meters)     725.68   (feet)  ADJUSTED  
 LC1377  ___________________________________________________________________
 LC1377  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LC1377  DYNAMIC HT  -         221.090 (meters)     725.36  (feet)  COMP
 LC1377  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 LC1377
 LC1377  VERT ORDER  -  SECOND    CLASS 0
 LC1377
 LC1377.The horizontal coordinates were scaled from a topographic map and have
 LC1377.an estimated accuracy of +/- 6 seconds.
 LC1377
 LC1377.The orthometric height was determined by differential leveling
 LC1377.and adjusted by the National Geodetic Survey in June 1991..
 LC1377
 LC1377.The geoid height was determined by GEOID03.
 LC1377
 LC1377.The dynamic height is computed by dividing the NAVD 88
 LC1377.geopotential number by the normal gravity value computed on the
 LC1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1377.degrees latitude (g = 980.6199 gals.).
 LC1377
 LC1377.The modeled gravity was interpolated from observed gravity values.
 LC1377
 LC1377;                    North         East    Units  Estimated Accuracy
 LC1377;SPC IL W     -   475,040.      747,970.      MT  (+/- 180 meters Scaled)
 LC1377
 LC1377                          SUPERSEDED SURVEY CONTROL
 LC1377
 LC1377  NGVD 29 (??/??/92)  221.269  (m)          725.95   (f) ADJ UNCH    2 0
 LC1377
 LC1377.Superseded values are not recommended for survey control.
 LC1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1377.See file dsdata.txt to determine how the superseded data were derived.
 LC1377
 LC1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL814358(NAD 83)
 LC1377_MARKER: Q = CHISELED SQUARE
 LC1377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1377_SP_SET: PEDESTAL
 LC1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1377
 LC1377  HISTORY     - Date     Condition        Report By
 LC1377  HISTORY     - UNK      MONUMENTED       ATSFRR
 LC1377  HISTORY     - 1942     GOOD             NGS
 LC1377  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC1377
 LC1377                          STATION DESCRIPTION
 LC1377
 LC1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LC1377'2 MI E FROM EDELSTEIN.
 LC1377'2.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC1377'FROM THE STATION AT EDELSTEIN, PEORIA COUNTY, AT UNDERPASS 136 A,
 LC1377'AND ON THE TOP OF THE SOUTHEAST CORNER OF THE NORTHEAST PEDESTAL.
 LC1377'A CHISELED SQUARE.  NOTE-- TAR IS ON TOP OF THE SQUARE, 1/16 IN
 LC1377'THICK.
 LC1377
 LC1377                          STATION RECOVERY (1998)
 LC1377
 LC1377'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0545 ***********************************************************************
 LD0545  DESIGNATION -  728
 LD0545  PID         -  LD0545
 LD0545  STATE/COUNTY-  IL/ADAMS
 LD0545  USGS QUAD   -  CAMP POINT (1994)
 LD0545
 LD0545                         *CURRENT SURVEY CONTROL
 LD0545  ___________________________________________________________________
 LD0545* NAD 83(1986)-  40 02 30.     (N)    091 05 18.     (W)     SCALED    
 LD0545* NAVD 88     -       221.588  (meters)     726.99   (feet)  ADJUSTED  
 LD0545  ___________________________________________________________________
 LD0545  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LD0545  DYNAMIC HT  -         221.473 (meters)     726.62  (feet)  COMP
 LD0545  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 LD0545
 LD0545  VERT ORDER  -  FIRST     CLASS II
 LD0545
 LD0545.The horizontal coordinates were scaled from a topographic map and have
 LD0545.an estimated accuracy of +/- 6 seconds.
 LD0545
 LD0545.The orthometric height was determined by differential leveling
 LD0545.and adjusted by the National Geodetic Survey in June 1991..
 LD0545
 LD0545.The geoid height was determined by GEOID03.
 LD0545
 LD0545.The dynamic height is computed by dividing the NAVD 88
 LD0545.geopotential number by the normal gravity value computed on the
 LD0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0545.degrees latitude (g = 980.6199 gals.).
 LD0545
 LD0545.The modeled gravity was interpolated from observed gravity values.
 LD0545
 LD0545;                    North         East    Units  Estimated Accuracy
 LD0545;SPC IL W     -   375,020.      621,350.      MT  (+/- 180 meters Scaled)
 LD0545
 LD0545                          SUPERSEDED SURVEY CONTROL
 LD0545
 LD0545  NGVD 29 (??/??/92)  221.660  (m)          727.23   (f) ADJ UNCH    1 2
 LD0545
 LD0545.Superseded values are not recommended for survey control.
 LD0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0545.See file dsdata.txt to determine how the superseded data were derived.
 LD0545
 LD0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE630341(NAD 83)
 LD0545_MARKER: P = PIPE CAP
 LD0545_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0545_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0545
 LD0545  HISTORY     - Date     Condition        Report By
 LD0545  HISTORY     - UNK      MONUMENTED       USGS
 LD0545  HISTORY     - 1946     GOOD             NGS
 LD0545
 LD0545                          STATION DESCRIPTION
 LD0545
 LD0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LD0545'1.3 MI W FROM CAMP POINT.
 LD0545'1.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0545'FROM CAMP POINT, ADAMS COUNTY, 3 RAILS EAST OF MILEPOST 242, 10
 LD0545'FEET EAST OF A GRADE GRADE CROSSING, 120 FEET NORTH OF THE TRACK,
 LD0545'AND NEAR AN ANCHOR POLE PAINTED USBM.  A UNITED STATES GEOLOGICAL
 LD0545'STANDARD CAP, STAMPED ILL 728 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LD0545'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0198 ***********************************************************************
 KC0198  DESIGNATION -  730
 KC0198  PID         -  KC0198
 KC0198  STATE/COUNTY-  IL/PIKE
 KC0198  USGS QUAD   -  NEW SALEM (1981)
 KC0198
 KC0198                         *CURRENT SURVEY CONTROL
 KC0198  ___________________________________________________________________
 KC0198* NAD 83(1986)-  39 42 28.     (N)    090 51 37.     (W)     SCALED    
 KC0198* NAVD 88     -       222.524  (meters)     730.06   (feet)  ADJUSTED  
 KC0198  ___________________________________________________________________
 KC0198  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0198  DYNAMIC HT  -         222.399 (meters)     729.65  (feet)  COMP
 KC0198  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 KC0198
 KC0198  VERT ORDER  -  SECOND    CLASS 0
 KC0198
 KC0198.The horizontal coordinates were scaled from a topographic map and have
 KC0198.an estimated accuracy of +/- 6 seconds.
 KC0198
 KC0198.The orthometric height was determined by differential leveling
 KC0198.and adjusted by the National Geodetic Survey in June 1991..
 KC0198
 KC0198.The geoid height was determined by GEOID03.
 KC0198
 KC0198.The dynamic height is computed by dividing the NAVD 88
 KC0198.geopotential number by the normal gravity value computed on the
 KC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0198.degrees latitude (g = 980.6199 gals.).
 KC0198
 KC0198.The modeled gravity was interpolated from observed gravity values.
 KC0198
 KC0198;                    North         East    Units  Estimated Accuracy
 KC0198;SPC IL W     -   337,770.      640,520.      MT  (+/- 180 meters Scaled)
 KC0198
 KC0198                          SUPERSEDED SURVEY CONTROL
 KC0198
 KC0198  NGVD 29 (??/??/92)  222.603  (m)          730.32   (f) ADJ UNCH    2 0
 KC0198
 KC0198.Superseded values are not recommended for survey control.
 KC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0198.See file dsdata.txt to determine how the superseded data were derived.
 KC0198
 KC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD834975(NAD 83)
 KC0198_MARKER: R = RIVET
 KC0198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0198_STAMPING: ILL 730
 KC0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0198
 KC0198  HISTORY     - Date     Condition        Report By
 KC0198  HISTORY     - UNK      MONUMENTED       CGS
 KC0198  HISTORY     - 1935     GOOD             NGS
 KC0198
 KC0198                          STATION DESCRIPTION
 KC0198
 KC0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0198'1 MI W FROM NEW SALEM.
 KC0198'1.0 MILE WEST ALONG THE WABASH RAILWAY FROM THE STATION AT NEW
 KC0198'SALEM, PIKE COUNTY, AT MILEAGE 485.9, 6-1/2 RAILS WEST OF THE
 KC0198'CENTER OF A HIGHWAY CROSSING, IN THE NORTHWEST CORNER OF THE
 KC0198'CROSSING, 70 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 20
 KC0198'FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  A UNITED STATES
 KC0198'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 730 AND RIVETED ON
 KC0198'THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0200 ***********************************************************************
 KC0200  DESIGNATION -  730 B
 KC0200  PID         -  KC0200
 KC0200  STATE/COUNTY-  IL/PIKE
 KC0200  USGS QUAD   -  NEW SALEM (1981)
 KC0200
 KC0200                         *CURRENT SURVEY CONTROL
 KC0200  ___________________________________________________________________
 KC0200* NAD 83(1986)-  39 42 01.     (N)    090 49 07.     (W)     SCALED    
 KC0200* NAVD 88     -       222.336  (meters)     729.45   (feet)  ADJUSTED  
 KC0200  ___________________________________________________________________
 KC0200  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KC0200  DYNAMIC HT  -         222.212 (meters)     729.04  (feet)  COMP
 KC0200  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 KC0200
 KC0200  VERT ORDER  -  SECOND    CLASS 0
 KC0200
 KC0200.The horizontal coordinates were scaled from a topographic map and have
 KC0200.an estimated accuracy of +/- 6 seconds.
 KC0200
 KC0200.The orthometric height was determined by differential leveling
 KC0200.and adjusted by the National Geodetic Survey in June 1991..
 KC0200
 KC0200.The geoid height was determined by GEOID03.
 KC0200
 KC0200.The dynamic height is computed by dividing the NAVD 88
 KC0200.geopotential number by the normal gravity value computed on the
 KC0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0200.degrees latitude (g = 980.6199 gals.).
 KC0200
 KC0200.The modeled gravity was interpolated from observed gravity values.
 KC0200
 KC0200;                    North         East    Units  Estimated Accuracy
 KC0200;SPC IL W     -   336,910.      644,090.      MT  (+/- 180 meters Scaled)
 KC0200
 KC0200                          SUPERSEDED SURVEY CONTROL
 KC0200
 KC0200  NGVD 29 (??/??/92)  222.417  (m)          729.71   (f) ADJ UNCH    2 0
 KC0200
 KC0200.Superseded values are not recommended for survey control.
 KC0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0200.See file dsdata.txt to determine how the superseded data were derived.
 KC0200
 KC0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD870967(NAD 83)
 KC0200_MARKER: R = RIVET
 KC0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0200_STAMPING: ILL 730 B
 KC0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0200
 KC0200  HISTORY     - Date     Condition        Report By
 KC0200  HISTORY     - UNK      MONUMENTED       CGS
 KC0200  HISTORY     - 1935     GOOD             NGS
 KC0200
 KC0200                          STATION DESCRIPTION
 KC0200
 KC0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0200'1.2 MI W FROM MAYSVILLE.
 KC0200'1.2 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0200'MAYSVILLE, PIKE COUNTY, AT MILEAGE 483.6, 66 FEET SOUTH OF THE
 KC0200'CENTERLINE OF THE TRACK, 32 FEET EAST OF THE CENTERLINE OF A
 KC0200'ROAD, IN A CULTIVATED FIELD, ONE FOOT EAST AND 12 FEET SOUTH OF
 KC0200'THE RIGHT-OF-WAY FENCE CORNER.  A UNITED STATES GEOLOGICAL
 KC0200'SURVEY STANDARD CAP, STAMPED ILL 730 B AND RIVETED ON THE TOP
 KC0200'OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0075 ***********************************************************************
 LD0075  DESIGNATION -  732
 LD0075  PID         -  LD0075
 LD0075  STATE/COUNTY-  IL/FULTON
 LD0075  USGS QUAD   -  FARMINGTON WEST (1974)
 LD0075
 LD0075                         *CURRENT SURVEY CONTROL
 LD0075  ___________________________________________________________________
 LD0075* NAD 83(1986)-  40 37 32.     (N)    090 01 55.     (W)     SCALED    
 LD0075* NAVD 88     -       222.701  (meters)     730.64   (feet)  ADJUSTED  
 LD0075  ___________________________________________________________________
 LD0075  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LD0075  DYNAMIC HT  -         222.596 (meters)     730.30  (feet)  COMP
 LD0075  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 LD0075
 LD0075  VERT ORDER  -  SECOND    CLASS 0
 LD0075
 LD0075.The horizontal coordinates were scaled from a topographic map and have
 LD0075.an estimated accuracy of +/- 6 seconds.
 LD0075
 LD0075.The orthometric height was determined by differential leveling
 LD0075.and adjusted by the National Geodetic Survey in June 1991..
 LD0075
 LD0075.The geoid height was determined by GEOID03.
 LD0075
 LD0075.The dynamic height is computed by dividing the NAVD 88
 LD0075.geopotential number by the normal gravity value computed on the
 LD0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0075.degrees latitude (g = 980.6199 gals.).
 LD0075
 LD0075.The modeled gravity was interpolated from observed gravity values.
 LD0075
 LD0075;                    North         East    Units  Estimated Accuracy
 LD0075;SPC IL W     -   439,460.      711,400.      MT  (+/- 180 meters Scaled)
 LD0075
 LD0075                          SUPERSEDED SURVEY CONTROL
 LD0075
 LD0075  NGVD 29 (??/??/92)  222.780  (m)          730.90   (f) ADJ UNCH    2 0
 LD0075
 LD0075.Superseded values are not recommended for survey control.
 LD0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0075.See file dsdata.txt to determine how the superseded data were derived.
 LD0075
 LD0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF510014(NAD 83)
 LD0075_MARKER: DD = SURVEY DISK
 LD0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0075_STAMPING: ILL 732 1909
 LD0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0075
 LD0075  HISTORY     - Date     Condition        Report By
 LD0075  HISTORY     - 1909     MONUMENTED       USGS
 LD0075  HISTORY     - 1942     GOOD             NGS
 LD0075  HISTORY     - 1974     MARK NOT FOUND   USGS
 LD0075  HISTORY     - 1980     MARK NOT FOUND   ILDT
 LD0075
 LD0075                          STATION DESCRIPTION
 LD0075
 LD0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0075'AT NORRIS.
 LD0075'AT NORRIS, FULTON COUNTY, 273 FEET WEST OF A POINT 140 FEET NORTH
 LD0075'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 15 FEET
 LD0075'SOUTH OF THE CENTERLINE OF A ROAD, AND 2 FEET NORTH OF THE
 LD0075'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 LD0075'STAMPED ILL 732 1909 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 LD0075'PROJECTING 8 INCHES ABOVE GROUND.
 LD0075
 LD0075                          STATION RECOVERY (1974)
 LD0075
 LD0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0075'MARK NOT FOUND.
 LD0075
 LD0075                          STATION RECOVERY (1980)
 LD0075
 LD0075'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 LD0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1394 ***********************************************************************
 LC1394  DESIGNATION -  735
 LC1394  PID         -  LC1394
 LC1394  STATE/COUNTY-  IL/PEORIA
 LC1394  USGS QUAD   -  LAURA (1982)
 LC1394
 LC1394                         *CURRENT SURVEY CONTROL
 LC1394  ___________________________________________________________________
 LC1394* NAD 83(1986)-  40 55 13.     (N)    089 54 38.     (W)     SCALED    
 LC1394* NAVD 88     -       222.455  (meters)     729.84   (feet)  ADJUSTED  
 LC1394  ___________________________________________________________________
 LC1394  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC1394  DYNAMIC HT  -         222.356 (meters)     729.51  (feet)  COMP
 LC1394  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 LC1394
 LC1394  VERT ORDER  -  SECOND    CLASS 0
 LC1394
 LC1394.The horizontal coordinates were scaled from a topographic map and have
 LC1394.an estimated accuracy of +/- 6 seconds.
 LC1394
 LC1394.The orthometric height was determined by differential leveling
 LC1394.and adjusted by the National Geodetic Survey in June 1991..
 LC1394
 LC1394.The geoid height was determined by GEOID03.
 LC1394
 LC1394.The dynamic height is computed by dividing the NAVD 88
 LC1394.geopotential number by the normal gravity value computed on the
 LC1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1394.degrees latitude (g = 980.6199 gals.).
 LC1394
 LC1394.The modeled gravity was interpolated from observed gravity values.
 LC1394
 LC1394;                    North         East    Units  Estimated Accuracy
 LC1394;SPC IL W     -   472,200.      721,570.      MT  (+/- 180 meters Scaled)
 LC1394
 LC1394                          SUPERSEDED SURVEY CONTROL
 LC1394
 LC1394  NGVD 29 (??/??/92)  222.525  (m)          730.07   (f) ADJ UNCH    2 0
 LC1394
 LC1394.Superseded values are not recommended for survey control.
 LC1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1394.See file dsdata.txt to determine how the superseded data were derived.
 LC1394
 LC1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL549339(NAD 83)
 LC1394_MARKER: Q = CHISELED SQUARE
 LC1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1394_SP_SET: BRIDGE
 LC1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1394
 LC1394  HISTORY     - Date     Condition        Report By
 LC1394  HISTORY     - UNK      MONUMENTED       ATSFRR
 LC1394  HISTORY     - 1935     GOOD             NGS
 LC1394  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC1394
 LC1394                          STATION DESCRIPTION
 LC1394
 LC1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC1394'0.9 MI E FROM LAURA.
 LC1394'0.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC1394'FROM STATE HIGHWAY 78 OVERPASS AT LAURA, PEORIA COUNTY, AT
 LC1394'BRIDGE 152 A, AND ON THE TOP OF THE EAST END OF THE NORTH
 LC1394'CONCRETE HEADWALL.  A CHISELED SQUARE.
 LC1394
 LC1394                          STATION RECOVERY (1998)
 LC1394
 LC1394'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0543 ***********************************************************************
 LD0543  DESIGNATION -  736
 LD0543  PID         -  LD0543
 LD0543  STATE/COUNTY-  IL/ADAMS
 LD0543  USGS QUAD   -  CAMP POINT (1994)
 LD0543
 LD0543                         *CURRENT SURVEY CONTROL
 LD0543  ___________________________________________________________________
 LD0543* NAD 83(1986)-  40 02 11.     (N)    091 01 48.     (W)     SCALED    
 LD0543* NAVD 88     -       224.007  (meters)     734.93   (feet)  ADJUSTED  
 LD0543  ___________________________________________________________________
 LD0543  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LD0543  DYNAMIC HT  -         223.890 (meters)     734.55  (feet)  COMP
 LD0543  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 LD0543
 LD0543  VERT ORDER  -  FIRST     CLASS II
 LD0543
 LD0543.The horizontal coordinates were scaled from a topographic map and have
 LD0543.an estimated accuracy of +/- 6 seconds.
 LD0543
 LD0543.The orthometric height was determined by differential leveling
 LD0543.and adjusted by the National Geodetic Survey in June 1991..
 LD0543
 LD0543.The geoid height was determined by GEOID03.
 LD0543
 LD0543.The dynamic height is computed by dividing the NAVD 88
 LD0543.geopotential number by the normal gravity value computed on the
 LD0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0543.degrees latitude (g = 980.6199 gals.).
 LD0543
 LD0543.The modeled gravity was interpolated from observed gravity values.
 LD0543
 LD0543;                    North         East    Units  Estimated Accuracy
 LD0543;SPC IL W     -   374,390.      626,320.      MT  (+/- 180 meters Scaled)
 LD0543
 LD0543                          SUPERSEDED SURVEY CONTROL
 LD0543
 LD0543  NGVD 29 (??/??/92)  224.082  (m)          735.18   (f) ADJ UNCH    1 2
 LD0543
 LD0543.Superseded values are not recommended for survey control.
 LD0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0543.See file dsdata.txt to determine how the superseded data were derived.
 LD0543
 LD0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE680336(NAD 83)
 LD0543_MARKER: P = PIPE CAP
 LD0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0543_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0543_STAMPING: ILL 736
 LD0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0543
 LD0543  HISTORY     - Date     Condition        Report By
 LD0543  HISTORY     - UNK      MONUMENTED       USGS
 LD0543  HISTORY     - 1946     GOOD             NGS
 LD0543
 LD0543                          STATION DESCRIPTION
 LD0543
 LD0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LD0543'2 MI E FROM CAMP POINT.
 LD0543'ABOUT 2 MILES EAST ALONG U.S. HIGHWAY 24 FROM CAMP POINT, ADAMS
 LD0543'COUNTY, AT THE INTERSECTION WITH STATE HIGHWAY 102, 20 FEET EAST
 LD0543'OF STATE HIGHWAY 102, 20 FEET NORTH OF THE ABANDONED WABASH
 LD0543'RAILWAY TRACK, AND 2 FEET WEST OF A FENCE.  A UNITED STATES
 LD0543'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL. 736 AND RIVETED
 LD0543'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1384 ***********************************************************************
 LC1384  DESIGNATION -  737
 LC1384  PID         -  LC1384
 LC1384  STATE/COUNTY-  IL/PEORIA
 LC1384  USGS QUAD   -  EDELSTEIN (1982)
 LC1384
 LC1384                         *CURRENT SURVEY CONTROL
 LC1384  ___________________________________________________________________
 LC1384* NAD 83(1986)-  40 55 23.     (N)    089 44 08.     (W)     SCALED    
 LC1384* NAVD 88     -       224.323  (meters)     735.97   (feet)  ADJUSTED  
 LC1384  ___________________________________________________________________
 LC1384  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LC1384  DYNAMIC HT  -         224.223 (meters)     735.64  (feet)  COMP
 LC1384  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 LC1384
 LC1384  VERT ORDER  -  SECOND    CLASS 0
 LC1384
 LC1384.The horizontal coordinates were scaled from a topographic map and have
 LC1384.an estimated accuracy of +/- 6 seconds.
 LC1384
 LC1384.The orthometric height was determined by differential leveling
 LC1384.and adjusted by the National Geodetic Survey in June 1991..
 LC1384
 LC1384.The geoid height was determined by GEOID03.
 LC1384
 LC1384.The dynamic height is computed by dividing the NAVD 88
 LC1384.geopotential number by the normal gravity value computed on the
 LC1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1384.degrees latitude (g = 980.6199 gals.).
 LC1384
 LC1384.The modeled gravity was interpolated from observed gravity values.
 LC1384
 LC1384;                    North         East    Units  Estimated Accuracy
 LC1384;SPC IL W     -   472,570.      736,310.      MT  (+/- 180 meters Scaled)
 LC1384
 LC1384                          SUPERSEDED SURVEY CONTROL
 LC1384
 LC1384  NGVD 29 (??/??/92)  224.399  (m)          736.22   (f) ADJ UNCH    2 0
 LC1384
 LC1384.Superseded values are not recommended for survey control.
 LC1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1384.See file dsdata.txt to determine how the superseded data were derived.
 LC1384
 LC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL696338(NAD 83)
 LC1384_MARKER: Q = CHISELED SQUARE
 LC1384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1384_SP_SET: BRIDGE
 LC1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1384
 LC1384  HISTORY     - Date     Condition        Report By
 LC1384  HISTORY     - UNK      MONUMENTED       ATSFRR
 LC1384  HISTORY     - 1935     GOOD             NGS
 LC1384  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC1384
 LC1384                          STATION DESCRIPTION
 LC1384
 LC1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC1384'1.2 MI E FROM PRINCEVILLE.
 LC1384'1.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC1384'FROM THE STATION AT PRINCEVILLE, PEORIA COUNTY, AT BRIDGE 143 B,
 LC1384'ON THE TOP OF THE EAST PARAPET WALL, AND 7.5 FEET NORTH OF THE
 LC1384'CENTERLINE OF THE TRACK.  A CHISELED SQUARE.
 LC1384
 LC1384                          STATION RECOVERY (1998)
 LC1384
 LC1384'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1499 ***********************************************************************
 KA1499  DESIGNATION -  739
 KA1499  PID         -  KA1499
 KA1499  STATE/COUNTY-  IL/EDGAR
 KA1499  USGS QUAD   -  PARIS SOUTH (1977)
 KA1499
 KA1499                         *CURRENT SURVEY CONTROL
 KA1499  ___________________________________________________________________
 KA1499* NAD 83(1986)-  39 35 56.     (N)    087 41 40.     (W)     SCALED    
 KA1499* NAVD 88     -       225.062  (meters)     738.39   (feet)  ADJUSTED  
 KA1499  ___________________________________________________________________
 KA1499  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1499  DYNAMIC HT  -         224.942 (meters)     738.00  (feet)  COMP
 KA1499  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 KA1499
 KA1499  VERT ORDER  -  FIRST     CLASS II
 KA1499
 KA1499.The horizontal coordinates were scaled from a topographic map and have
 KA1499.an estimated accuracy of +/- 6 seconds.
 KA1499
 KA1499.The orthometric height was determined by differential leveling
 KA1499.and adjusted by the National Geodetic Survey in June 1991..
 KA1499
 KA1499.The geoid height was determined by GEOID03.
 KA1499
 KA1499.The dynamic height is computed by dividing the NAVD 88
 KA1499.geopotential number by the normal gravity value computed on the
 KA1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1499.degrees latitude (g = 980.6199 gals.).
 KA1499
 KA1499.The modeled gravity was interpolated from observed gravity values.
 KA1499
 KA1499;                    North         East    Units  Estimated Accuracy
 KA1499;SPC IL E     -   325,660.      354,870.      MT  (+/- 180 meters Scaled)
 KA1499
 KA1499                          SUPERSEDED SURVEY CONTROL
 KA1499
 KA1499  NGVD 29 (??/??/92)  225.154  (m)          738.69   (f) ADJ UNCH    1 2
 KA1499
 KA1499.Superseded values are not recommended for survey control.
 KA1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1499.See file dsdata.txt to determine how the superseded data were derived.
 KA1499
 KA1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ403834(NAD 83)
 KA1499_MARKER: DD = SURVEY DISK
 KA1499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1499_SP_SET: BRICK FREIGHT STATION
 KA1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1499
 KA1499  HISTORY     - Date     Condition        Report By
 KA1499  HISTORY     - UNK      MONUMENTED       USGS
 KA1499  HISTORY     - 1956     GOOD             NGS
 KA1499
 KA1499                          STATION DESCRIPTION
 KA1499
 KA1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1499'AT PARIS.
 KA1499'THE MARK IS LOCATED ALONG THE PENNSYLVANIA RAILROAD AT CROSSING
 KA1499'OF STATE HIGHWAY 1, SOUTH AND ACROSS TRACK FROM THE P.R.R.
 KA1499'STATION, SET VERTICALLY IN THE EAST FACE OF THE OLD BRICK FREIGHT
 KA1499'STATION.  A LONG FRAME BUILDING HAS BEEN ADDED TO THE OLD FREIGHT
 KA1499'STATION AND IS USED FOR STORAGE OF WOOL.  MARK IS NORMALLY
 KA1499'INACCESSABLE AS IT IS COVERED WITH WOOL AND INSIDE THE FRAME
 KA1499'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1379 ***********************************************************************
 LC1379  DESIGNATION -  740
 LC1379  PID         -  LC1379
 LC1379  STATE/COUNTY-  IL/PEORIA
 LC1379  USGS QUAD   -  EDELSTEIN (1982)
 LC1379
 LC1379                         *CURRENT SURVEY CONTROL
 LC1379  ___________________________________________________________________
 LC1379* NAD 83(1986)-  40 56 02.     (N)    089 39 15.     (W)     SCALED    
 LC1379* NAVD 88     -       225.383  (meters)     739.44   (feet)  ADJUSTED  
 LC1379  ___________________________________________________________________
 LC1379  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LC1379  DYNAMIC HT  -         225.283 (meters)     739.12  (feet)  COMP
 LC1379  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 LC1379
 LC1379  VERT ORDER  -  SECOND    CLASS 0
 LC1379
 LC1379.The horizontal coordinates were scaled from a topographic map and have
 LC1379.an estimated accuracy of +/- 6 seconds.
 LC1379
 LC1379.The orthometric height was determined by differential leveling
 LC1379.and adjusted by the National Geodetic Survey in June 1991..
 LC1379
 LC1379.The geoid height was determined by GEOID03.
 LC1379
 LC1379.The dynamic height is computed by dividing the NAVD 88
 LC1379.geopotential number by the normal gravity value computed on the
 LC1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1379.degrees latitude (g = 980.6199 gals.).
 LC1379
 LC1379.The modeled gravity was interpolated from observed gravity values.
 LC1379
 LC1379;                    North         East    Units  Estimated Accuracy
 LC1379;SPC IL W     -   473,810.      743,160.      MT  (+/- 180 meters Scaled)
 LC1379
 LC1379                          SUPERSEDED SURVEY CONTROL
 LC1379
 LC1379  NGVD 29 (??/??/92)  225.463  (m)          739.71   (f) ADJ UNCH    2 0
 LC1379
 LC1379.Superseded values are not recommended for survey control.
 LC1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1379.See file dsdata.txt to determine how the superseded data were derived.
 LC1379
 LC1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL765348(NAD 83)
 LC1379_MARKER: Q = CHISELED SQUARE
 LC1379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1379_SP_SET: BRIDGE
 LC1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1379
 LC1379  HISTORY     - Date     Condition        Report By
 LC1379  HISTORY     - UNK      MONUMENTED       ATSFRR
 LC1379  HISTORY     - 1935     GOOD             NGS
 LC1379  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC1379
 LC1379                          STATION DESCRIPTION
 LC1379
 LC1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC1379'1.2 MI W FROM EDELSTEIN.
 LC1379'1.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC1379'FROM THE STATION AT EDELSTEIN, PEORIA COUNTY, AT BRIDGE 139 A,
 LC1379'AND ON THE TOP OF THE NORTHEAST CORNER OF THE NORTHWEST STONE
 LC1379'SEAT.  A CHISELED SQUARE.
 LC1379
 LC1379                          STATION RECOVERY (1998)
 LC1379
 LC1379'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0080 ***********************************************************************
 LD0080  DESIGNATION -  742
 LD0080  PID         -  LD0080
 LD0080  STATE/COUNTY-  IL/FULTON
 LD0080  USGS QUAD   -  FARMINGTON WEST (1974)
 LD0080
 LD0080                         *CURRENT SURVEY CONTROL
 LD0080  ___________________________________________________________________
 LD0080* NAD 83(1986)-  40 41 53.     (N)    090 00 35.     (W)     SCALED    
 LD0080* NAVD 88     -       225.576  (meters)     740.08   (feet)  ADJUSTED  
 LD0080  ___________________________________________________________________
 LD0080  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0080  DYNAMIC HT  -         225.468 (meters)     739.72  (feet)  COMP
 LD0080  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 LD0080
 LD0080  VERT ORDER  -  SECOND    CLASS 0
 LD0080
 LD0080.The horizontal coordinates were scaled from a topographic map and have
 LD0080.an estimated accuracy of +/- 6 seconds.
 LD0080
 LD0080.The orthometric height was determined by differential leveling
 LD0080.and adjusted by the National Geodetic Survey in June 1991..
 LD0080
 LD0080.The geoid height was determined by GEOID03.
 LD0080
 LD0080.The dynamic height is computed by dividing the NAVD 88
 LD0080.geopotential number by the normal gravity value computed on the
 LD0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0080.degrees latitude (g = 980.6199 gals.).
 LD0080
 LD0080.The modeled gravity was interpolated from observed gravity values.
 LD0080
 LD0080;                    North         East    Units  Estimated Accuracy
 LD0080;SPC IL W     -   447,510.      713,260.      MT  (+/- 180 meters Scaled)
 LD0080
 LD0080                          SUPERSEDED SURVEY CONTROL
 LD0080
 LD0080  NGVD 29 (??/??/92)  225.653  (m)          740.33   (f) ADJ UNCH    2 0
 LD0080
 LD0080.Superseded values are not recommended for survey control.
 LD0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0080.See file dsdata.txt to determine how the superseded data were derived.
 LD0080
 LD0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF526095(NAD 83)
 LD0080_MARKER: DD = SURVEY DISK
 LD0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0080_SP_SET: STEP
 LD0080_STAMPING: ILL 742 1909
 LD0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0080
 LD0080  HISTORY     - Date     Condition        Report By
 LD0080  HISTORY     - 1909     MONUMENTED       USGS
 LD0080  HISTORY     - 1942     GOOD             NGS
 LD0080
 LD0080                          STATION DESCRIPTION
 LD0080
 LD0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0080'AT FARMINGTON.
 LD0080'AT FARMINGTON, FULTON COUNTY, AT THE WARD SCHOOL, AT THE NORTH
 LD0080'SIDE OF THE BUILDING, BETWEEN THE DOUBLE ENTRANCE, IN THE TOP OF A
 LD0080'CONCRETE STEP, AND 6 INCHES HIGHER THAN THE WALK.  A UNITED STATES
 LD0080'GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILL 742 1909.  NOTE--
 LD0080'THE MARK HAS BEEN DEFACED, BUT IS LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1387 ***********************************************************************
 LC1387  DESIGNATION -  742
 LC1387  PID         -  LC1387
 LC1387  STATE/COUNTY-  IL/PEORIA
 LC1387  USGS QUAD   -  PRINCEVILLE (1982)
 LC1387
 LC1387                         *CURRENT SURVEY CONTROL
 LC1387  ___________________________________________________________________
 LC1387* NAD 83(1986)-  40 55 22.     (N)    089 45 40.     (W)     SCALED    
 LC1387* NAVD 88     -       225.884  (meters)     741.09   (feet)  ADJUSTED  
 LC1387  ___________________________________________________________________
 LC1387  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LC1387  DYNAMIC HT  -         225.783 (meters)     740.76  (feet)  COMP
 LC1387  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 LC1387
 LC1387  VERT ORDER  -  SECOND    CLASS 0
 LC1387
 LC1387.The horizontal coordinates were scaled from a topographic map and have
 LC1387.an estimated accuracy of +/- 6 seconds.
 LC1387
 LC1387.The orthometric height was determined by differential leveling
 LC1387.and adjusted by the National Geodetic Survey in June 1991..
 LC1387
 LC1387.The geoid height was determined by GEOID03.
 LC1387
 LC1387.The dynamic height is computed by dividing the NAVD 88
 LC1387.geopotential number by the normal gravity value computed on the
 LC1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1387.degrees latitude (g = 980.6199 gals.).
 LC1387
 LC1387.The modeled gravity was interpolated from observed gravity values.
 LC1387
 LC1387;                    North         East    Units  Estimated Accuracy
 LC1387;SPC IL W     -   472,530.      734,160.      MT  (+/- 180 meters Scaled)
 LC1387
 LC1387                          SUPERSEDED SURVEY CONTROL
 LC1387
 LC1387  NGVD 29 (??/??/92)  225.958  (m)          741.33   (f) ADJ UNCH    2 0
 LC1387
 LC1387.Superseded values are not recommended for survey control.
 LC1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1387.See file dsdata.txt to determine how the superseded data were derived.
 LC1387
 LC1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL675338(NAD 83)
 LC1387_MARKER: Q = CHISELED SQUARE
 LC1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1387+STABILITY: SURFACE MOTION
 LC1387
 LC1387  HISTORY     - Date     Condition        Report By
 LC1387  HISTORY     - UNK      MONUMENTED       ATSFRR
 LC1387  HISTORY     - 1935     GOOD             NGS
 LC1387  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC1387
 LC1387                          STATION DESCRIPTION
 LC1387
 LC1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC1387'AT PRINCEVILLE.
 LC1387'AT PRINCEVILLE, PEORIA COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 LC1387'FE RAILWAY, 9 POLES WEST OF THE STATION, AT A WATER TOWER, ON
 LC1387'THE TOP OF THE EAST SIDE OF THE CONCRETE FOUNDATION, AND 5 INCHES
 LC1387'EAST OF THE TANK.  A CHISELED SQUARE.
 LC1387
 LC1387                          STATION RECOVERY (1998)
 LC1387
 LC1387'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0550 ***********************************************************************
 LD0550  DESIGNATION -  743
 LD0550  PID         -  LD0550
 LD0550  STATE/COUNTY-  IL/ADAMS
 LD0550  USGS QUAD   -  COATSBURG (1995)
 LD0550
 LD0550                         *CURRENT SURVEY CONTROL
 LD0550  ___________________________________________________________________
 LD0550* NAD 83(1986)-  40 01 16.     (N)    091 12 18.     (W)     SCALED    
 LD0550* NAVD 88     -       226.147  (meters)     741.95   (feet)  ADJUSTED  
 LD0550  ___________________________________________________________________
 LD0550  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LD0550  DYNAMIC HT  -         226.029 (meters)     741.56  (feet)  COMP
 LD0550  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 LD0550
 LD0550  VERT ORDER  -  FIRST     CLASS II
 LD0550
 LD0550.The horizontal coordinates were scaled from a topographic map and have
 LD0550.an estimated accuracy of +/- 6 seconds.
 LD0550
 LD0550.The orthometric height was determined by differential leveling
 LD0550.and adjusted by the National Geodetic Survey in June 1991..
 LD0550
 LD0550.The geoid height was determined by GEOID03.
 LD0550
 LD0550.The dynamic height is computed by dividing the NAVD 88
 LD0550.geopotential number by the normal gravity value computed on the
 LD0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0550.degrees latitude (g = 980.6199 gals.).
 LD0550
 LD0550.The modeled gravity was interpolated from observed gravity values.
 LD0550
 LD0550;                    North         East    Units  Estimated Accuracy
 LD0550;SPC IL W     -   372,850.      611,360.      MT  (+/- 180 meters Scaled)
 LD0550
 LD0550                          SUPERSEDED SURVEY CONTROL
 LD0550
 LD0550  NGVD 29 (??/??/92)  226.211  (m)          742.16   (f) ADJ UNCH    1 2
 LD0550
 LD0550.Superseded values are not recommended for survey control.
 LD0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0550.See file dsdata.txt to determine how the superseded data were derived.
 LD0550
 LD0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE531316(NAD 83)
 LD0550_MARKER: P = PIPE CAP
 LD0550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0550_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0550_STAMPING: ILL 743
 LD0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0550
 LD0550  HISTORY     - Date     Condition        Report By
 LD0550  HISTORY     - UNK      MONUMENTED       USGS
 LD0550  HISTORY     - 1946     GOOD             NGS
 LD0550
 LD0550                          STATION DESCRIPTION
 LD0550
 LD0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LD0550'0.2 MI SW FROM PALOMA.
 LD0550'0.2 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0550'RAILROAD FROM PALOMA, ADAMS COUNTY, IN THE SOUTHWEST ANGLE OF A
 LD0550'T-ROAD INTERSECTION, ABOUT 300 FEET NORTH OF THE TRACK, AND 150
 LD0550'FEET NORTH OF U.S. HIGHWAY 24.  A UNITED STATES GEOLOGICAL SURVEY
 LD0550'STANDARD CAP, STAMPED ILL 743 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LD0550'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0394 ***********************************************************************
 LD0394  DESIGNATION -  744
 LD0394  PID         -  LD0394
 LD0394  STATE/COUNTY-  IL/BROWN
 LD0394  USGS QUAD   -  LAKE MOUNT STERLING (1981)
 LD0394
 LD0394                         *CURRENT SURVEY CONTROL
 LD0394  ___________________________________________________________________
 LD0394* NAD 83(1986)-  40 00 15.     (N)    090 50 40.     (W)     SCALED    
 LD0394* NAVD 88     -       226.463  (meters)     742.99   (feet)  ADJUSTED  
 LD0394  ___________________________________________________________________
 LD0394  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LD0394  DYNAMIC HT  -         226.343 (meters)     742.59  (feet)  COMP
 LD0394  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 LD0394
 LD0394  VERT ORDER  -  FIRST     CLASS II
 LD0394
 LD0394.The horizontal coordinates were scaled from a topographic map and have
 LD0394.an estimated accuracy of +/- 6 seconds.
 LD0394
 LD0394.The orthometric height was determined by differential leveling
 LD0394.and adjusted by the National Geodetic Survey in June 1991..
 LD0394
 LD0394.The geoid height was determined by GEOID03.
 LD0394
 LD0394.The dynamic height is computed by dividing the NAVD 88
 LD0394.geopotential number by the normal gravity value computed on the
 LD0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0394.degrees latitude (g = 980.6199 gals.).
 LD0394
 LD0394.The modeled gravity was interpolated from observed gravity values.
 LD0394
 LD0394;                    North         East    Units  Estimated Accuracy
 LD0394;SPC IL W     -   370,670.      642,130.      MT  (+/- 180 meters Scaled)
 LD0394
 LD0394                          SUPERSEDED SURVEY CONTROL
 LD0394
 LD0394  NGVD 29 (??/??/92)  226.544  (m)          743.25   (f) ADJ UNCH    1 2
 LD0394
 LD0394.Superseded values are not recommended for survey control.
 LD0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0394.See file dsdata.txt to determine how the superseded data were derived.
 LD0394
 LD0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE839304(NAD 83)
 LD0394_MARKER: P = PIPE CAP
 LD0394_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0394_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0394_STAMPING: ILL 744
 LD0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0394
 LD0394  HISTORY     - Date     Condition        Report By
 LD0394  HISTORY     - UNK      MONUMENTED       USGS
 LD0394  HISTORY     - 1933     GOOD             NGS
 LD0394
 LD0394                          STATION DESCRIPTION
 LD0394
 LD0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LD0394'1.3 MI E FROM TIMEWELL.
 LD0394'1.3 MILES EAST ALONG THE WABASH RAILROAD FROM TIMEWELL, BROWN
 LD0394'COUNTY, AT MILEAGE 492.8, 20 FEET EAST OF A 14-INCH COTTONWOOD
 LD0394'TREE, 50 FEET NORTH OF THE TRACK, AND 4 FEET WEST OF A POINT 10
 LD0394'FEET NORTH OF A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 LD0394'STANDARD CAP, STAMPED ILL 744 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LD0394'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0398 ***********************************************************************
 LD0398  DESIGNATION -  744
 LD0398  PID         -  LD0398
 LD0398  STATE/COUNTY-  IL/BROWN
 LD0398  USGS QUAD   -  CLAYTON (1981)
 LD0398
 LD0398                         *CURRENT SURVEY CONTROL
 LD0398  ___________________________________________________________________
 LD0398* NAD 83(1986)-  40 01 01.     (N)    090 54 06.     (W)     SCALED    
 LD0398* NAVD 88     -       226.608  (meters)     743.46   (feet)  ADJUSTED  
 LD0398  ___________________________________________________________________
 LD0398  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LD0398  DYNAMIC HT  -         226.488 (meters)     743.07  (feet)  COMP
 LD0398  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 LD0398
 LD0398  VERT ORDER  -  FIRST     CLASS II
 LD0398
 LD0398.The horizontal coordinates were scaled from a topographic map and have
 LD0398.an estimated accuracy of +/- 6 seconds.
 LD0398
 LD0398.The orthometric height was determined by differential leveling
 LD0398.and adjusted by the National Geodetic Survey in June 1991..
 LD0398
 LD0398.The geoid height was determined by GEOID03.
 LD0398
 LD0398.The dynamic height is computed by dividing the NAVD 88
 LD0398.geopotential number by the normal gravity value computed on the
 LD0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0398.degrees latitude (g = 980.6199 gals.).
 LD0398
 LD0398.The modeled gravity was interpolated from observed gravity values.
 LD0398
 LD0398;                    North         East    Units  Estimated Accuracy
 LD0398;SPC IL W     -   372,130.      637,250.      MT  (+/- 180 meters Scaled)
 LD0398
 LD0398                          SUPERSEDED SURVEY CONTROL
 LD0398
 LD0398  NGVD 29 (??/??/92)  226.667  (m)          743.66   (f) ADJ UNCH    1 2
 LD0398
 LD0398.Superseded values are not recommended for survey control.
 LD0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0398.See file dsdata.txt to determine how the superseded data were derived.
 LD0398
 LD0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE790317(NAD 83)
 LD0398_MARKER: P = PIPE CAP
 LD0398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0398_STAMPING: ILL 744
 LD0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0398
 LD0398  HISTORY     - Date     Condition        Report By
 LD0398  HISTORY     - UNK      MONUMENTED       CGS
 LD0398  HISTORY     - 1933     GOOD             NGS
 LD0398
 LD0398                          STATION DESCRIPTION
 LD0398
 LD0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LD0398'1.8 MI NW FROM TIMEWELL.
 LD0398'1.8 MILES NORTHWEST ALONG THE WABASH RAILWAY FROM TIMEWELL, BROWN
 LD0398'COUNTY, ABOUT 300 FEET SOUTHEAST OF MILEPOST DET 496, SOUTHEAST
 LD0398'OF AN ABANDONED ROAD, 45 FEET NORTH OF THE TRACK, AND 15 FEET NORTH
 LD0398'OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 LD0398'STAMPED ILL 744 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0121 ***********************************************************************
 NH0121  DESIGNATION -  746 USGS
 NH0121  PID         -  NH0121
 NH0121  STATE/COUNTY-  IL/MCHENRY
 NH0121  USGS QUAD   -  MC HENRY (1992)
 NH0121
 NH0121                         *CURRENT SURVEY CONTROL
 NH0121  ___________________________________________________________________
 NH0121* NAD 83(1986)-  42 20 40.     (N)    088 15 41.     (W)     SCALED    
 NH0121* NAVD 88     -       227.561  (meters)     746.59   (feet)  ADJUSTED  
 NH0121  ___________________________________________________________________
 NH0121  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NH0121  DYNAMIC HT  -         227.486 (meters)     746.34  (feet)  COMP
 NH0121  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 NH0121
 NH0121  VERT ORDER  -  SECOND    CLASS 0
 NH0121
 NH0121.The horizontal coordinates were scaled from a topographic map and have
 NH0121.an estimated accuracy of +/- 6 seconds.
 NH0121
 NH0121.The orthometric height was determined by differential leveling
 NH0121.and adjusted by the National Geodetic Survey in June 1991..
 NH0121
 NH0121.The geoid height was determined by GEOID03.
 NH0121
 NH0121.The dynamic height is computed by dividing the NAVD 88
 NH0121.geopotential number by the normal gravity value computed on the
 NH0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0121.degrees latitude (g = 980.6199 gals.).
 NH0121
 NH0121.The modeled gravity was interpolated from observed gravity values.
 NH0121
 NH0121;                    North         East    Units  Estimated Accuracy
 NH0121;SPC IL E     -   630,360.      305,930.      MT  (+/- 180 meters Scaled)
 NH0121
 NH0121                          SUPERSEDED SURVEY CONTROL
 NH0121
 NH0121  NGVD 29 (??/??/92)  227.61   (m)          746.8    (f) COMPUTED    2 0
 NH0121
 NH0121.Superseded values are not recommended for survey control.
 NH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0121.See file dsdata.txt to determine how the superseded data were derived.
 NH0121
 NH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM960887(NAD 83)
 NH0121_MARKER: DD = SURVEY DISK
 NH0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0121_SP_SET: ABUTMENT
 NH0121_STAMPING: ILL 746 1919
 NH0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0121
 NH0121  HISTORY     - Date     Condition        Report By
 NH0121  HISTORY     - 1919     MONUMENTED       USGS
 NH0121  HISTORY     - 1960     POOR             NGS
 NH0121  HISTORY     - 1969     GOOD
 NH0121  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 NH0121  HISTORY     - 20030410 MARK NOT FOUND   USPSQD
 NH0121
 NH0121                          STATION DESCRIPTION
 NH0121
 NH0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0121'AT MCHENRY.
 NH0121'AT MCHENRY , MCHENRY  COUNTY, AT THE 255-FOOT STEEL-SPAN BRIDGE
 NH0121'OVER FOX RIVER, IN THE NORTH END OF THE WEST CONCRETE ABUTMENT,
 NH0121'12 FEET NORTH OF THE CENTERLINE OF THE STREET, AND 1.5 FEET
 NH0121'BELOW THE LEVEL OF THE STREET.  A UNITED STATES GEOLOGICAL SURVEY
 NH0121'STANDARD DISK, STAMPED ILL 746 1919.  NOTE-- THE MARK IS NOT
 NH0121'CONSIDERED TO BE OF ANY VALUE AS ABUTMENT IS CRUMBLING AND THE
 NH0121'BRIDGE MAY BE REMOVED.
 NH0121
 NH0121                          STATION RECOVERY (1969)
 NH0121
 NH0121'RECOVERED 1969
 NH0121'RECOVERED IN GOOD CONDITION.
 NH0121
 NH0121                          STATION RECOVERY (1994)
 NH0121
 NH0121'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0121'MARK NOT FOUND.
 NH0121
 NH0121                          STATION RECOVERY (2003)
 NH0121
 NH0121'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH0121'NEW BRIDGE BUILT. NO REMNANTS OF OLD BRIDGE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0419 ***********************************************************************
 LD0419  DESIGNATION -  748
 LD0419  PID         -  LD0419
 LD0419  STATE/COUNTY-  IL/MCDONOUGH
 LD0419  USGS QUAD   -  GOOD HOPE (1974)
 LD0419
 LD0419                         *CURRENT SURVEY CONTROL
 LD0419  ___________________________________________________________________
 LD0419* NAD 83(1986)-  40 33 32.     (N)    090 43 56.     (W)     SCALED    
 LD0419* NAVD 88     -       227.575  (meters)     746.64   (feet)  ADJUSTED  
 LD0419  ___________________________________________________________________
 LD0419  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0419  DYNAMIC HT  -         227.461 (meters)     746.26  (feet)  COMP
 LD0419  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 LD0419
 LD0419  VERT ORDER  -  SECOND    CLASS 0
 LD0419
 LD0419.The horizontal coordinates were scaled from a topographic map and have
 LD0419.an estimated accuracy of +/- 6 seconds.
 LD0419
 LD0419.The orthometric height was determined by differential leveling
 LD0419.and adjusted by the National Geodetic Survey in June 1991..
 LD0419
 LD0419.The geoid height was determined by GEOID03.
 LD0419
 LD0419.The dynamic height is computed by dividing the NAVD 88
 LD0419.geopotential number by the normal gravity value computed on the
 LD0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0419.degrees latitude (g = 980.6199 gals.).
 LD0419
 LD0419.The modeled gravity was interpolated from observed gravity values.
 LD0419
 LD0419;                    North         East    Units  Estimated Accuracy
 LD0419;SPC IL W     -   432,200.      652,100.      MT  (+/- 180 meters Scaled)
 LD0419
 LD0419                          SUPERSEDED SURVEY CONTROL
 LD0419
 LD0419  NGVD 29 (??/??/92)  227.634  (m)          746.83   (f) ADJ UNCH    2 0
 LD0419
 LD0419.Superseded values are not recommended for survey control.
 LD0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0419.See file dsdata.txt to determine how the superseded data were derived.
 LD0419
 LD0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE919922(NAD 83)
 LD0419_MARKER: P = PIPE CAP
 LD0419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0419_STAMPING: ILL 748
 LD0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0419
 LD0419  HISTORY     - Date     Condition        Report By
 LD0419  HISTORY     - UNK      MONUMENTED       USGS
 LD0419  HISTORY     - 1935     GOOD             NGS
 LD0419  HISTORY     - 20031220 MARK NOT FOUND   USPSQD
 LD0419
 LD0419                          STATION DESCRIPTION
 LD0419
 LD0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0419'0.8 MI E FROM SCIOTA.
 LD0419'0.8 MILE EAST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD FROM
 LD0419'THE STATION AT SCIOTA, MCDONOUGH  COUNTY, 16 POLES EAST OF
 LD0419'MILEPOST 183, 21 FEET WEST OF A POINT 45 FEET NORTH OF THE CENTER
 LD0419'OF A ROAD CROSSING, 2 FEET EAST OF THE ROAD RIGHT-OF-WAY FENCE,
 LD0419'AND 2.5 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 LD0419'SURVEY STANDARD CAP, STAMPED ILL 748 AND FASTENED ON THE TOP OF
 LD0419'AN IRON PIPE.
 LD0419
 LD0419                          STATION RECOVERY (2003)
 LD0419
 LD0419'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 LD0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0033 ***********************************************************************
 LD0033  DESIGNATION -  748
 LD0033  PID         -  LD0033
 LD0033  STATE/COUNTY-  IL/KNOX
 LD0033  USGS QUAD   -  GALESBURG EAST (1982)
 LD0033
 LD0033                         *CURRENT SURVEY CONTROL
 LD0033  ___________________________________________________________________
 LD0033* NAD 83(1986)-  40 56 50.     (N)    090 19 26.     (W)     SCALED    
 LD0033* NAVD 88     -       227.795  (meters)     747.36   (feet)  ADJUSTED  
 LD0033  ___________________________________________________________________
 LD0033  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0033  DYNAMIC HT  -         227.693 (meters)     747.02  (feet)  COMP
 LD0033  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 LD0033
 LD0033  VERT ORDER  -  SECOND    CLASS 0
 LD0033
 LD0033.The horizontal coordinates were scaled from a topographic map and have
 LD0033.an estimated accuracy of +/- 6 seconds.
 LD0033
 LD0033.The orthometric height was determined by differential leveling
 LD0033.and adjusted by the National Geodetic Survey in June 1991..
 LD0033
 LD0033.The geoid height was determined by GEOID03.
 LD0033
 LD0033.The dynamic height is computed by dividing the NAVD 88
 LD0033.geopotential number by the normal gravity value computed on the
 LD0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0033.degrees latitude (g = 980.6199 gals.).
 LD0033
 LD0033.The modeled gravity was interpolated from observed gravity values.
 LD0033
 LD0033;                    North         East    Units  Estimated Accuracy
 LD0033;SPC IL W     -   475,180.      686,760.      MT  (+/- 180 meters Scaled)
 LD0033
 LD0033                          SUPERSEDED SURVEY CONTROL
 LD0033
 LD0033  NGVD 29 (??/??/92)  227.849  (m)          747.53   (f) ADJ UNCH    2 0
 LD0033
 LD0033.Superseded values are not recommended for survey control.
 LD0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0033.See file dsdata.txt to determine how the superseded data were derived.
 LD0033
 LD0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF252363(NAD 83)
 LD0033_MARKER: Q = CHISELED SQUARE
 LD0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0033_SP_SET: BRIDGE
 LD0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0033
 LD0033  HISTORY     - Date     Condition        Report By
 LD0033  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0033  HISTORY     - 1935     GOOD             NGS
 LD0033  HISTORY     - 19971126 GOOD             USPSQD
 LD0033
 LD0033                          STATION DESCRIPTION
 LD0033
 LD0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0033'2.7 MI E FROM GALESBURG.
 LD0033'2.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0033'FROM THE STATION AT GALESBURG, KNOX COUNTY, AT OVERPASS 174 H,
 LD0033'AND ON THE TOP OF THE NORTH END OF THE EAST ABUTMENT.  A CHISELED
 LD0033'SQUARE.
 LD0033
 LD0033                          STATION RECOVERY (1997)
 LD0033
 LD0033'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1512 ***********************************************************************
 ME1512  DESIGNATION -  75 A 1
 ME1512  PID         -  ME1512
 ME1512  STATE/COUNTY-  IL/KANKAKEE
 ME1512  USGS QUAD   -  MOMENCE (1973)
 ME1512
 ME1512                         *CURRENT SURVEY CONTROL
 ME1512  ___________________________________________________________________
 ME1512* NAD 83(1997)-  41 09 59.34292(N)    087 39 46.70140(W)     ADJUSTED  
 ME1512* NAVD 88     -       190.842  (meters)     626.12   (feet)  ADJUSTED  
 ME1512  ___________________________________________________________________
 ME1512  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 ME1512  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 ME1512  DYNAMIC HT  -         190.763 (meters)     625.86  (feet)  COMP
 ME1512  MODELED GRAV-     980,206.1   (mgal)                       NAVD 88
 ME1512
 ME1512  HORZ ORDER  -  SECOND
 ME1512  VERT ORDER  -  SECOND    CLASS 0
 ME1512
 ME1512.The horizontal coordinates were established by classical geodetic methods
 ME1512.and adjusted by the National Geodetic Survey in October 1999..
 ME1512
 ME1512.The orthometric height was determined by differential leveling
 ME1512.and adjusted by the National Geodetic Survey in June 1991..
 ME1512.WARNING-Repeat measurements at this control monument indicate possible
 ME1512.vertical movement.
 ME1512
 ME1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1512
 ME1512.The geoid height was determined by GEOID03.
 ME1512
 ME1512.The dynamic height is computed by dividing the NAVD 88
 ME1512.geopotential number by the normal gravity value computed on the
 ME1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1512.degrees latitude (g = 980.6199 gals.).
 ME1512
 ME1512.The modeled gravity was interpolated from observed gravity values.
 ME1512
 ME1512;                    North         East     Units Scale Factor Converg.
 ME1512;SPC IL E     -   499,746.957   356,257.535   MT  1.00001394   +0 26 28.6
 ME1512;SPC IL E     - 1,639,586.47  1,168,821.60   sFT  1.00001394   +0 26 28.6
 ME1512;UTM  16      - 4,557,450.460   444,383.354   MT  0.99963807   -0 26 11.1
 ME1512
 ME1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1512!SPC IL E     -   0.99997526  x   1.00001394  =   0.99998920
 ME1512!UTM  16      -   0.99997526  x   0.99963807  =   0.99961334
 ME1512
 ME1512                          SUPERSEDED SURVEY CONTROL
 ME1512
 ME1512  NAD 83(1997)-  41 09 59.34299(N)    087 39 46.70137(W) AD(       ) 2
 ME1512  NAD 83(1986)-  41 09 59.34699(N)    087 39 46.70715(W) AD(       ) 2
 ME1512  NAD 27      -  41 09 59.23540(N)    087 39 46.57450(W) AD(       ) 2
 ME1512  NGVD 29 (??/??/92)  190.934  (m)          626.42   (f) ADJ UNCH    2 0
 ME1512
 ME1512.Superseded values are not recommended for survey control.
 ME1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1512.See file dsdata.txt to determine how the superseded data were derived.
 ME1512
 ME1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4438357450(NAD 83)
 ME1512_MARKER: DD = SURVEY DISK
 ME1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1512_STAMPING: ILL 75 A1 1922
 ME1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1512+STABILITY: SURFACE MOTION
 ME1512
 ME1512  HISTORY     - Date     Condition        Report By
 ME1512  HISTORY     - 1922     MONUMENTED       USGS
 ME1512  HISTORY     - 1954     GOOD             NGS
 ME1512  HISTORY     - 1967     GOOD             NGS
 ME1512
 ME1512                          STATION DESCRIPTION
 ME1512
 ME1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1512'AT MOMENCE.
 ME1512'AT MOMENCE, AT THE INTERSECTION OF DIXIE HIGHWAY (STATE HIGHWAYS
 ME1512'1 AND 17) AND FOURTH STREET, AT THE SOUTHEAST CORNER OF GRADE
 ME1512'SCHOOL YARD, 25 1/2 FEET WEST OF WEST CURB OF DIXIE HIGHWAY, 21
 ME1512'FEET NORTH OF NORTH CURB OF FOURTH STREET, 1 1/2 FEET NORTH OF
 ME1512'NORTH EDGE OF AN EAST-WEST SIDE WALK, 110 1/2 FEET SOUTH-SOUTHEAST
 ME1512'OF TRIANGULATION STATION MARK MOMENCE, ABOUT LEVEL WITH SIDE
 ME1512'WALK AND IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 ME1512'NOTE-- A NEW ADDITION IS BEING ADDED TO SCHOOL AND A CONCRETE
 ME1512'WALK ALONG MARK HAS RECENTLY BEEN BULL-DOZED OUT AND THE MARK MAY
 ME1512'HAVE BEEN DISTURBED.  MARK MAY HOLD ITS PRESENT ELEVATION BUT
 ME1512'SHOULD BE USED WITH CAUTION.
 ME1512
 ME1512                          STATION RECOVERY (1967)
 ME1512
 ME1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1517 ***********************************************************************
 ME1517  DESIGNATION -  75 A 2
 ME1517  PID         -  ME1517
 ME1517  STATE/COUNTY-  IL/KANKAKEE
 ME1517  USGS QUAD   -  MOMENCE (1973)
 ME1517
 ME1517                         *CURRENT SURVEY CONTROL
 ME1517  ___________________________________________________________________
 ME1517* NAD 83(1986)-  41 09 24.     (N)    087 39 46.     (W)     SCALED    
 ME1517* NAVD 88     -       190.662  (meters)     625.53   (feet)  ADJUSTED  
 ME1517  ___________________________________________________________________
 ME1517  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 ME1517  DYNAMIC HT  -         190.583 (meters)     625.27  (feet)  COMP
 ME1517  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 ME1517
 ME1517  VERT ORDER  -  SECOND    CLASS 0
 ME1517
 ME1517.The horizontal coordinates were scaled from a topographic map and have
 ME1517.an estimated accuracy of +/- 6 seconds.
 ME1517
 ME1517.The orthometric height was determined by differential leveling
 ME1517.and adjusted by the National Geodetic Survey in June 1991..
 ME1517
 ME1517.The geoid height was determined by GEOID03.
 ME1517
 ME1517.The dynamic height is computed by dividing the NAVD 88
 ME1517.geopotential number by the normal gravity value computed on the
 ME1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1517.degrees latitude (g = 980.6199 gals.).
 ME1517
 ME1517.The modeled gravity was interpolated from observed gravity values.
 ME1517
 ME1517;                    North         East    Units  Estimated Accuracy
 ME1517;SPC IL E     -   498,660.      356,280.      MT  (+/- 180 meters Scaled)
 ME1517
 ME1517                          SUPERSEDED SURVEY CONTROL
 ME1517
 ME1517  NGVD 29 (??/??/92)  190.755  (m)          625.84   (f) ADJ UNCH    2 0
 ME1517
 ME1517.Superseded values are not recommended for survey control.
 ME1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1517.See file dsdata.txt to determine how the superseded data were derived.
 ME1517
 ME1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL443563(NAD 83)
 ME1517_MARKER: P = PIPE CAP
 ME1517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1517_SP_SET: BUILDING
 ME1517_STAMPING: ILL JM 75 A2 1922
 ME1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1517
 ME1517  HISTORY     - Date     Condition        Report By
 ME1517  HISTORY     - 1922     MONUMENTED       USGS
 ME1517  HISTORY     - 1954     GOOD             NGS
 ME1517
 ME1517                          STATION DESCRIPTION
 ME1517
 ME1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1517'AT MOMENCE.
 ME1517'AT MOMENCE, ABOUT 0.25 MILE SOUTH ALONG STATE HIGHWAY 114 FROM
 ME1517'THE JUNCTION OF STATE HIGHWAYS 1 AND 17 AND THE SOUTH END OF BRIDGE
 ME1517'OVER SOUTH CHANNEL OF KANKAKEE RIVER, AT A RIGHT ANGLE TURN IN
 ME1517'HIGHWAY 114 WITH TANGENTS EXTENDING EAST AND NORTH AND JUNCTION OF
 ME1517'A GRAVEL STREET WEST, IN THE NORTHEAST CORNER OF SCHOOL YARD,
 ME1517'38 FEET WEST OF EXTENDED CENTER LINE OF NORTH TANGENT OF HIGHWAY,
 ME1517'33 FEET SOUTH OF CENTER LINE OF STREET WEST AND EXTENDED CENTER
 ME1517'LINE OF EAST TANGENT OF HIGHWAY, 66 FEET NORTHEAST OF NORTHEAST
 ME1517'CORNER OF NORTH WING OF SCHOOL, 63 FEET NORTHEAST OF NORTHEAST
 ME1517'CORNER OF BELFRY TOWER OF SCHOOL, 11 FEET NORTHEAST OF A 30-INCH
 ME1517'ELM TREE, 1 FOOT WEST OF WEST EDGE OF A CONCRETE WALK AND INSIDE
 ME1517'AN ANGLE IN WALK, ABOUT LEVEL WITH WALK AND PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0396 ***********************************************************************
 LD0396  DESIGNATION -  755.3
 LD0396  PID         -  LD0396
 LD0396  STATE/COUNTY-  IL/BROWN
 LD0396  USGS QUAD   -  CLAYTON (1981)
 LD0396
 LD0396                         *CURRENT SURVEY CONTROL
 LD0396  ___________________________________________________________________
 LD0396* NAD 83(1986)-  40 00 11.     (N)    090 52 58.     (W)     SCALED    
 LD0396* NAVD 88     -       229.970  (meters)     754.49   (feet)  ADJUSTED  
 LD0396  ___________________________________________________________________
 LD0396  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LD0396  DYNAMIC HT  -         229.847 (meters)     754.09  (feet)  COMP
 LD0396  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 LD0396
 LD0396  VERT ORDER  -  FIRST     CLASS II
 LD0396
 LD0396.The horizontal coordinates were scaled from a topographic map and have
 LD0396.an estimated accuracy of +/- 6 seconds.
 LD0396
 LD0396.The orthometric height was determined by differential leveling
 LD0396.and adjusted by the National Geodetic Survey in June 1991..
 LD0396
 LD0396.The geoid height was determined by GEOID03.
 LD0396
 LD0396.The dynamic height is computed by dividing the NAVD 88
 LD0396.geopotential number by the normal gravity value computed on the
 LD0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0396.degrees latitude (g = 980.6199 gals.).
 LD0396
 LD0396.The modeled gravity was interpolated from observed gravity values.
 LD0396
 LD0396;                    North         East    Units  Estimated Accuracy
 LD0396;SPC IL W     -   370,570.      638,860.      MT  (+/- 180 meters Scaled)
 LD0396
 LD0396                          SUPERSEDED SURVEY CONTROL
 LD0396
 LD0396  NGVD 29 (??/??/92)  230.048  (m)          754.75   (f) ADJ UNCH    1 2
 LD0396
 LD0396.Superseded values are not recommended for survey control.
 LD0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0396.See file dsdata.txt to determine how the superseded data were derived.
 LD0396
 LD0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE807302(NAD 83)
 LD0396_MARKER: Q = CHISELED SQUARE
 LD0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0396_SP_SET: CULVERT
 LD0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0396
 LD0396  HISTORY     - Date     Condition        Report By
 LD0396  HISTORY     - UNK      MONUMENTED       USGS
 LD0396  HISTORY     - 1933     GOOD             NGS
 LD0396
 LD0396                          STATION DESCRIPTION
 LD0396
 LD0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LD0396'0.5 MI W FROM TIMEWELL.
 LD0396'0.5 MILE WEST ALONG U.S. HIGHWAY 24 FROM TIMEWELL, BROWN COUNTY,
 LD0396'AT THE SOUTHWEST CORNER OF THE CROSSROADS, AT A CULVERT UNDER
 LD0396'THE ROAD TO THE SOUTH, AND ON THE TOP OF THE WEST CONCRETE HEADWALL.
 LD0396'A CHISELED SQUARE, SURROUNDED BY THE LETTERS U.S. 755.3  TBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0397 ***********************************************************************
 LD0397  DESIGNATION -  757
 LD0397  PID         -  LD0397
 LD0397  STATE/COUNTY-  IL/BROWN
 LD0397  USGS QUAD   -  CLAYTON (1981)
 LD0397
 LD0397                         *CURRENT SURVEY CONTROL
 LD0397  ___________________________________________________________________
 LD0397* NAD 83(1986)-  40 00 36.     (N)    090 53 33.     (W)     SCALED    
 LD0397* NAVD 88     -       230.512  (meters)     756.27   (feet)  ADJUSTED  
 LD0397  ___________________________________________________________________
 LD0397  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LD0397  DYNAMIC HT  -         230.389 (meters)     755.87  (feet)  COMP
 LD0397  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 LD0397
 LD0397  VERT ORDER  -  FIRST     CLASS II
 LD0397
 LD0397.The horizontal coordinates were scaled from a topographic map and have
 LD0397.an estimated accuracy of +/- 6 seconds.
 LD0397
 LD0397.The orthometric height was determined by differential leveling
 LD0397.and adjusted by the National Geodetic Survey in June 1991..
 LD0397
 LD0397.The geoid height was determined by GEOID03.
 LD0397
 LD0397.The dynamic height is computed by dividing the NAVD 88
 LD0397.geopotential number by the normal gravity value computed on the
 LD0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0397.degrees latitude (g = 980.6199 gals.).
 LD0397
 LD0397.The modeled gravity was interpolated from observed gravity values.
 LD0397
 LD0397;                    North         East    Units  Estimated Accuracy
 LD0397;SPC IL W     -   371,350.      638,030.      MT  (+/- 180 meters Scaled)
 LD0397
 LD0397                          SUPERSEDED SURVEY CONTROL
 LD0397
 LD0397  NGVD 29 (??/??/92)  230.590  (m)          756.53   (f) ADJ UNCH    1 2
 LD0397
 LD0397.Superseded values are not recommended for survey control.
 LD0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0397.See file dsdata.txt to determine how the superseded data were derived.
 LD0397
 LD0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE798309(NAD 83)
 LD0397_MARKER: Q = CHISELED SQUARE
 LD0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0397_SP_SET: CULVERT
 LD0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0397
 LD0397  HISTORY     - Date     Condition        Report By
 LD0397  HISTORY     - UNK      MONUMENTED       USGS
 LD0397  HISTORY     - 1933     GOOD             NGS
 LD0397
 LD0397                          STATION DESCRIPTION
 LD0397
 LD0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LD0397'1.1 MI W FROM TIMEWELL.
 LD0397'1.1 MILES WEST ALONG U.S. HIGHWAY 24 FROM TIMEWELL, BROWN COUNTY,
 LD0397'AT A NORTH-AND-SOUTH FENCE LINE, ON THE SOUTH SIDE OF THE HIGHWAY,
 LD0397'AT A CULVERT UNDER A DRIVEWAY, AND ON THE TOP OF THE EAST HEADWALL.
 LD0397'A CHISELED SQUARE, SURROUNDED BY THE LETTERS U.S. 757.0 TBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0055 ***********************************************************************
 MG0055  DESIGNATION -  758.0
 MG0055  PID         -  MG0055
 MG0055  STATE/COUNTY-  IL/HENRY
 MG0055  USGS QUAD   -  ANDOVER (1991)
 MG0055
 MG0055                         *CURRENT SURVEY CONTROL
 MG0055  ___________________________________________________________________
 MG0055* NAD 83(1986)-  41 19 31.     (N)    090 21 49.     (W)     SCALED    
 MG0055* NAVD 88     -       230.884  (meters)     757.49   (feet)  ADJUSTED  
 MG0055  ___________________________________________________________________
 MG0055  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0055  DYNAMIC HT  -         230.792 (meters)     757.19  (feet)  COMP
 MG0055  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 MG0055
 MG0055  VERT ORDER  -  SECOND    CLASS 0
 MG0055
 MG0055.The horizontal coordinates were scaled from a topographic map and have
 MG0055.an estimated accuracy of +/- 6 seconds.
 MG0055
 MG0055.The orthometric height was determined by differential leveling
 MG0055.and adjusted by the National Geodetic Survey in June 1991..
 MG0055
 MG0055.The geoid height was determined by GEOID03.
 MG0055
 MG0055.The dynamic height is computed by dividing the NAVD 88
 MG0055.geopotential number by the normal gravity value computed on the
 MG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0055.degrees latitude (g = 980.6199 gals.).
 MG0055
 MG0055.The modeled gravity was interpolated from observed gravity values.
 MG0055
 MG0055;                    North         East    Units  Estimated Accuracy
 MG0055;SPC IL W     -   517,170.      683,510.      MT  (+/- 180 meters Scaled)
 MG0055
 MG0055                          SUPERSEDED SURVEY CONTROL
 MG0055
 MG0055  NGVD 29 (??/??/92)  230.954  (m)          757.72   (f) ADJ UNCH    2 0
 MG0055
 MG0055.Superseded values are not recommended for survey control.
 MG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0055.See file dsdata.txt to determine how the superseded data were derived.
 MG0055
 MG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF206782(NAD 83)
 MG0055_MARKER: R = RIVET
 MG0055_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MG0055_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MG0055_STAMPING: ILL 760
 MG0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0055
 MG0055  HISTORY     - Date     Condition        Report By
 MG0055  HISTORY     - UNK      MONUMENTED       USGS
 MG0055  HISTORY     - 1935     GOOD             NGS
 MG0055  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0055  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 MG0055  HISTORY     - 20040630 MARK NOT FOUND   USPSQD
 MG0055
 MG0055                          STATION DESCRIPTION
 MG0055
 MG0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MG0055'2 MI N FROM LYNN.
 MG0055'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0055'RAILROAD FROM THE STATION AT LYNN, HENRY COUNTY, AT A ROAD
 MG0055'CROSSING, 70 FEET EAST OF THE CENTERLINE OF THE TRACK, 14 FEET
 MG0055'NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF A
 MG0055'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 MG0055'STAMPED ILL. 760 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 MG0055'PIPE.
 MG0055
 MG0055                          STATION RECOVERY (1996)
 MG0055
 MG0055'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0055'MARK NOT FOUND.
 MG0055
 MG0055                          STATION RECOVERY (2001)
 MG0055
 MG0055'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0055'MARK NOT FOUND.
 MG0055
 MG0055                          STATION RECOVERY (2004)
 MG0055
 MG0055'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 MG0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0614 ***********************************************************************
 NG0614  DESIGNATION -  760 ADJ RESET
 NG0614  PID         -  NG0614
 NG0614  STATE/COUNTY-  IL/LAKE
 NG0614  USGS QUAD   -  LIBERTYVILLE (1993)
 NG0614
 NG0614                         *CURRENT SURVEY CONTROL
 NG0614  ___________________________________________________________________
 NG0614* NAD 83(1997)-  42 21 50.68138(N)    087 57 49.28779(W)     ADJUSTED  
 NG0614* NAVD 88     -       231.53   (+/-2cm)     759.6    (feet)  VERTCON   
 NG0614  ___________________________________________________________________
 NG0614  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 NG0614  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NG0614
 NG0614  HORZ ORDER  -  SECOND
 NG0614  VERT ORDER  -  THIRD ? (See Below)
 NG0614
 NG0614.The horizontal coordinates were established by classical geodetic methods
 NG0614.and adjusted by the National Geodetic Survey in October 1999..
 NG0614
 NG0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0614.The vertical order pertains to the NGVD 29 superseded value.
 NG0614
 NG0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0614
 NG0614.The geoid height was determined by GEOID03.
 NG0614
 NG0614;                    North         East     Units Scale Factor Converg.
 NG0614;SPC IL E     -   632,608.428   330,449.211   MT  0.99998640   +0 14 56.7
 NG0614;SPC IL E     - 2,075,482.82  1,084,148.79   sFT  0.99998640   +0 14 56.7
 NG0614;UTM  16      - 4,690,650.404   420,645.608   MT  0.99967748   -0 38 57.9
 NG0614
 NG0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0614!SPC IL E     -   0.99996906  x   0.99998640  =   0.99995546
 NG0614!UTM  16      -   0.99996906  x   0.99967748  =   0.99964655
 NG0614
 NG0614                          SUPERSEDED SURVEY CONTROL
 NG0614
 NG0614  NAD 83(1997)-  42 21 50.68131(N)    087 57 49.28816(W) AD(       ) 2
 NG0614  NAD 83(1997)-  42 21 50.68062(N)    087 57 49.29364(W) AD(       ) 2
 NG0614  NAD 83(1997)-  42 21 50.68041(N)    087 57 49.29511(W) AD(       ) 2
 NG0614  NAD 83(1986)-  42 21 50.68132(N)    087 57 49.30331(W) AD(       ) 2
 NG0614  NAD 27      -  42 21 50.59930(N)    087 57 49.02650(W) AD(       ) 2
 NG0614  NGVD 29 (07/19/86)  231.61   (m)          759.9    (f) LEVELING    3  
 NG0614
 NG0614.Superseded values are not recommended for survey control.
 NG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0614.See file dsdata.txt to determine how the superseded data were derived.
 NG0614
 NG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2064690650(NAD 83)
 NG0614_MARKER: DS = TRIANGULATION STATION DISK
 NG0614_SETTING: 0 = UNSPECIFIED SETTING
 NG0614
 NG0614  HISTORY     - Date     Condition        Report By
 NG0614  HISTORY     - 1956     MONUMENTED       USGS
 NG0614  HISTORY     - 1966     GOOD             CGS
 NG0614  HISTORY     - 20000929 MARK NOT FOUND   PATRIC
 NG0614
 NG0614                          STATION DESCRIPTION
 NG0614
 NG0614'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (HJS)
 NG0614'STATION IS LOCATED ABOUT 5 MILES NORTH OF LIBERTYVILLE AND
 NG0614'3 MILES WEST OF
 NG0614'GURNEE IN THE NORTHWEST ANGLE OF PAVED CROSSROADS, 49 FEET WEST OF
 NG0614'THE CENTER OF EDIC ROAD, 40 FEET
 NG0614'NORTH OF THE CENTER OF GRANGE HALL ROAD, 28 FEET SOUTH-SOUTHEAST
 NG0614'OF THE SOUTHEAST CORNER OF A BRICK BUILDING,
 NG0614'AND 1 FOOT SOUTHEAST OF A FENCE.
 NG0614'THE MARK IS A 4-INCH IRON PIPE THAT PROJECTS 2 INCHES WITH A
 NG0614'STANDARD U.S. GEOLOGICAL SURVEY
 NG0614'BENCH MARK DISK CAP ON TOP AND STAMPED ADJ 1905 760 (FEET ELEVATION)
 NG0614'RESET.
 NG0614'
 NG0614'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GRANGE 1954
 NG0614'TO THIS MARK AND THE
 NG0614'DISTANCE IS 80.00 FEET OR 24.384 METERS.
 NG0614
 NG0614                          STATION RECOVERY (1966)
 NG0614
 NG0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NG0614'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AND AS
 NG0614'DESCRIBED.
 NG0614
 NG0614                          STATION RECOVERY (2000)
 NG0614
 NG0614'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000
 NG0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0548 ***********************************************************************
 LD0548  DESIGNATION -  761
 LD0548  PID         -  LD0548
 LD0548  STATE/COUNTY-  IL/ADAMS
 LD0548  USGS QUAD   -  COATSBURG (1995)
 LD0548
 LD0548                         *CURRENT SURVEY CONTROL
 LD0548  ___________________________________________________________________
 LD0548* NAD 83(1986)-  40 01 57.     (N)    091 09 25.     (W)     SCALED    
 LD0548* NAVD 88     -       231.772  (meters)     760.41   (feet)  ADJUSTED  
 LD0548  ___________________________________________________________________
 LD0548  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LD0548  DYNAMIC HT  -         231.652 (meters)     760.01  (feet)  COMP
 LD0548  MODELED GRAV-     980,103.5   (mgal)                       NAVD 88
 LD0548
 LD0548  VERT ORDER  -  FIRST     CLASS II
 LD0548
 LD0548.The horizontal coordinates were scaled from a topographic map and have
 LD0548.an estimated accuracy of +/- 6 seconds.
 LD0548
 LD0548.The orthometric height was determined by differential leveling
 LD0548.and adjusted by the National Geodetic Survey in June 1991..
 LD0548
 LD0548.The geoid height was determined by GEOID03.
 LD0548
 LD0548.The dynamic height is computed by dividing the NAVD 88
 LD0548.geopotential number by the normal gravity value computed on the
 LD0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0548.degrees latitude (g = 980.6199 gals.).
 LD0548
 LD0548.The modeled gravity was interpolated from observed gravity values.
 LD0548
 LD0548;                    North         East    Units  Estimated Accuracy
 LD0548;SPC IL W     -   374,070.      615,480.      MT  (+/- 180 meters Scaled)
 LD0548
 LD0548                          SUPERSEDED SURVEY CONTROL
 LD0548
 LD0548  NGVD 29 (??/??/92)  231.838  (m)          760.62   (f) ADJ UNCH    1 2
 LD0548
 LD0548.Superseded values are not recommended for survey control.
 LD0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0548.See file dsdata.txt to determine how the superseded data were derived.
 LD0548
 LD0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE572329(NAD 83)
 LD0548_MARKER: P = PIPE CAP
 LD0548_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0548_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0548_STAMPING: ILL 761
 LD0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0548
 LD0548  HISTORY     - Date     Condition        Report By
 LD0548  HISTORY     - UNK      MONUMENTED       USGS
 LD0548  HISTORY     - 1946     GOOD             NGS
 LD0548
 LD0548                          STATION DESCRIPTION
 LD0548
 LD0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LD0548'AT COATSBURG.
 LD0548'AT COATSBURG, ADAMS COUNTY, 16 RAILS EAST OF THE CHICAGO, BURLINGTON
 LD0548'AND QUINCY RAILROAD STATION, AT A GRADE CROSSING, 60 FEET NORTH
 LD0548'OF THE TRACK, 10 FEET EAST OF THE ROAD, AND ONE FOOT WEST OF A
 LD0548'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 LD0548'ILL 761 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1382 ***********************************************************************
 LC1382  DESIGNATION -  761
 LC1382  PID         -  LC1382
 LC1382  STATE/COUNTY-  IL/PEORIA
 LC1382  USGS QUAD   -  EDELSTEIN (1982)
 LC1382
 LC1382                         *CURRENT SURVEY CONTROL
 LC1382  ___________________________________________________________________
 LC1382* NAD 83(1986)-  40 55 26.     (N)    089 42 58.     (W)     SCALED    
 LC1382* NAVD 88     -       225.845  (meters)     740.96   (feet)  ADJUSTED  
 LC1382  ___________________________________________________________________
 LC1382  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LC1382  DYNAMIC HT  -         225.745 (meters)     740.63  (feet)  COMP
 LC1382  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 LC1382
 LC1382  VERT ORDER  -  SECOND    CLASS 0
 LC1382
 LC1382.The horizontal coordinates were scaled from a topographic map and have
 LC1382.an estimated accuracy of +/- 6 seconds.
 LC1382
 LC1382.The orthometric height was determined by differential leveling
 LC1382.and adjusted by the National Geodetic Survey in June 1991..
 LC1382
 LC1382.The geoid height was determined by GEOID03.
 LC1382
 LC1382.The dynamic height is computed by dividing the NAVD 88
 LC1382.geopotential number by the normal gravity value computed on the
 LC1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1382.degrees latitude (g = 980.6199 gals.).
 LC1382
 LC1382.The modeled gravity was interpolated from observed gravity values.
 LC1382
 LC1382;                    North         East    Units  Estimated Accuracy
 LC1382;SPC IL W     -   472,670.      737,950.      MT  (+/- 180 meters Scaled)
 LC1382
 LC1382                          SUPERSEDED SURVEY CONTROL
 LC1382
 LC1382  NGVD 29 (??/??/92)  225.922  (m)          741.21   (f) ADJ UNCH    2 0
 LC1382
 LC1382.Superseded values are not recommended for survey control.
 LC1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1382.See file dsdata.txt to determine how the superseded data were derived.
 LC1382
 LC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL712338(NAD 83)
 LC1382_MARKER: Q = CHISELED SQUARE
 LC1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1382_SP_SET: BRIDGE
 LC1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1382
 LC1382  HISTORY     - Date     Condition        Report By
 LC1382  HISTORY     - UNK      MONUMENTED       ATSFRR
 LC1382  HISTORY     - 1935     GOOD             NGS
 LC1382  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC1382
 LC1382                          STATION DESCRIPTION
 LC1382
 LC1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC1382'2.2 MI E FROM PRINCEVILLE.
 LC1382'2.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC1382'FROM THE STATION AT PRINCEVILLE, PEORIA COUNTY, AT OVERPASS
 LC1382'142 C, ON THE TOP OF THE NORTH SIDE OF THE EAST ABUTMENT, AND
 LC1382'8 INCHES NORTH OF THE NUMBER SIGN.  A CHISELED SQUARE.
 LC1382
 LC1382                          STATION RECOVERY (1998)
 LC1382
 LC1382'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0035 ***********************************************************************
 LD0035  DESIGNATION -  762
 LD0035  PID         -  LD0035
 LD0035  STATE/COUNTY-  IL/KNOX
 LD0035  USGS QUAD   -  GALESBURG EAST (1982)
 LD0035
 LD0035                         *CURRENT SURVEY CONTROL
 LD0035  ___________________________________________________________________
 LD0035* NAD 83(1986)-  40 56 54.     (N)    090 19 48.     (W)     SCALED    
 LD0035* NAVD 88     -       231.932  (meters)     760.93   (feet)  ADJUSTED  
 LD0035  ___________________________________________________________________
 LD0035  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0035  DYNAMIC HT  -         231.828 (meters)     760.59  (feet)  COMP
 LD0035  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 LD0035
 LD0035  VERT ORDER  -  SECOND    CLASS 0
 LD0035
 LD0035.The horizontal coordinates were scaled from a topographic map and have
 LD0035.an estimated accuracy of +/- 6 seconds.
 LD0035
 LD0035.The orthometric height was determined by differential leveling
 LD0035.and adjusted by the National Geodetic Survey in June 1991..
 LD0035
 LD0035.The geoid height was determined by GEOID03.
 LD0035
 LD0035.The dynamic height is computed by dividing the NAVD 88
 LD0035.geopotential number by the normal gravity value computed on the
 LD0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0035.degrees latitude (g = 980.6199 gals.).
 LD0035
 LD0035.The modeled gravity was interpolated from observed gravity values.
 LD0035
 LD0035;                    North         East    Units  Estimated Accuracy
 LD0035;SPC IL W     -   475,300.      686,250.      MT  (+/- 180 meters Scaled)
 LD0035
 LD0035                          SUPERSEDED SURVEY CONTROL
 LD0035
 LD0035  NGVD 29 (??/??/92)  231.985  (m)          761.10   (f) ADJ UNCH    2 0
 LD0035
 LD0035.Superseded values are not recommended for survey control.
 LD0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0035.See file dsdata.txt to determine how the superseded data were derived.
 LD0035
 LD0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF247364(NAD 83)
 LD0035_MARKER: Q = CHISELED SQUARE
 LD0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0035_SP_SET: BRIDGE
 LD0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0035
 LD0035  HISTORY     - Date     Condition        Report By
 LD0035  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0035  HISTORY     - 1935     GOOD             NGS
 LD0035  HISTORY     - 19971126 GOOD             USPSQD
 LD0035  HISTORY     - 20050126 GOOD             USPSQD
 LD0035
 LD0035                          STATION DESCRIPTION
 LD0035
 LD0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0035'2.3 MI E FROM GALESBURG.
 LD0035'2.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0035'FROM THE STATION AT GALESBURG, KNOX COUNTY, AT OVERPASS 175 C,
 LD0035'AND ON THE TOP OF THE SOUTHEAST CORNER OF THE NORTHEAST PEDESTAL.
 LD0035'A CHISELED SQUARE.
 LD0035
 LD0035                          STATION RECOVERY (1997)
 LD0035
 LD0035'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0035'RECOVERED IN GOOD CONDITION.
 LD0035
 LD0035                          STATION RECOVERY (2005)
 LD0035
 LD0035'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0443 ***********************************************************************
 LD0443  DESIGNATION -  763
 LD0443  PID         -  LD0443
 LD0443  STATE/COUNTY-  IL/WARREN
 LD0443  USGS QUAD   -  MONMOUTH (1982)
 LD0443
 LD0443                         *CURRENT SURVEY CONTROL
 LD0443  ___________________________________________________________________
 LD0443* NAD 83(1986)-  40 54 26.     (N)    090 38 54.     (W)     SCALED    
 LD0443* NAVD 88     -       232.020  (meters)     761.22   (feet)  ADJUSTED  
 LD0443  ___________________________________________________________________
 LD0443  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0443  DYNAMIC HT  -         231.916 (meters)     760.88  (feet)  COMP
 LD0443  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 LD0443
 LD0443  VERT ORDER  -  SECOND    CLASS 0
 LD0443
 LD0443.The horizontal coordinates were scaled from a topographic map and have
 LD0443.an estimated accuracy of +/- 6 seconds.
 LD0443
 LD0443.The orthometric height was determined by differential leveling
 LD0443.and adjusted by the National Geodetic Survey in June 1991..
 LD0443
 LD0443.The geoid height was determined by GEOID03.
 LD0443
 LD0443.The dynamic height is computed by dividing the NAVD 88
 LD0443.geopotential number by the normal gravity value computed on the
 LD0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0443.degrees latitude (g = 980.6199 gals.).
 LD0443
 LD0443.The modeled gravity was interpolated from observed gravity values.
 LD0443
 LD0443;                    North         East    Units  Estimated Accuracy
 LD0443;SPC IL W     -   470,840.      659,420.      MT  (+/- 180 meters Scaled)
 LD0443
 LD0443                          SUPERSEDED SURVEY CONTROL
 LD0443
 LD0443  NGVD 29 (??/??/92)  232.075  (m)          761.40   (f) ADJ UNCH    2 0
 LD0443
 LD0443.Superseded values are not recommended for survey control.
 LD0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0443.See file dsdata.txt to determine how the superseded data were derived.
 LD0443
 LD0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF980311(NAD 83)
 LD0443_MARKER: R = RIVET
 LD0443_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0443_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0443_STAMPING: ILL 763
 LD0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0443
 LD0443  HISTORY     - Date     Condition        Report By
 LD0443  HISTORY     - UNK      MONUMENTED       USGS
 LD0443  HISTORY     - 1943     GOOD             NGS
 LD0443  HISTORY     - 20010331 GOOD             NGS
 LD0443
 LD0443                          STATION DESCRIPTION
 LD0443
 LD0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0443'AT MONMOUTH.
 LD0443'AT MONMOUTH, WARREN COUNTY, AT THE CENTRAL SCHOOL, AT THE CORNER
 LD0443'OF THIRD STREET AND EAST SECOND AVENUE, 15 FEET EAST OF THE
 LD0443'CENTERLINE OF A SIDEWALK LEADING SOUTH, AND 9 FEET SOUTH OF THE
 LD0443'CENTERLINE OF A SIDEWALK LEADING EAST.  A UNITED STATES
 LD0443'GEOLOGICAL SURVEY STANDARD CAP, STAMPED ILL 763 AND RIVETED ON
 LD0443'THE TOP OF AN IRON PIPE.
 LD0443
 LD0443                          STATION RECOVERY (2001)
 LD0443
 LD0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0037 ***********************************************************************
 LD0037  DESIGNATION -  768
 LD0037  PID         -  LD0037
 LD0037  STATE/COUNTY-  IL/KNOX
 LD0037  USGS QUAD   -  GALESBURG EAST (1982)
 LD0037
 LD0037                         *CURRENT SURVEY CONTROL
 LD0037  ___________________________________________________________________
 LD0037* NAD 83(1986)-  40 57 10.     (N)    090 21 21.     (W)     SCALED    
 LD0037* NAVD 88     -       233.870  (meters)     767.29   (feet)  ADJUSTED  
 LD0037  ___________________________________________________________________
 LD0037  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0037  DYNAMIC HT  -         233.765 (meters)     766.94  (feet)  COMP
 LD0037  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 LD0037
 LD0037  VERT ORDER  -  SECOND    CLASS 0
 LD0037
 LD0037.The horizontal coordinates were scaled from a topographic map and have
 LD0037.an estimated accuracy of +/- 6 seconds.
 LD0037
 LD0037.The orthometric height was determined by differential leveling
 LD0037.and adjusted by the National Geodetic Survey in June 1991..
 LD0037
 LD0037.The geoid height was determined by GEOID03.
 LD0037
 LD0037.The dynamic height is computed by dividing the NAVD 88
 LD0037.geopotential number by the normal gravity value computed on the
 LD0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0037.degrees latitude (g = 980.6199 gals.).
 LD0037
 LD0037.The modeled gravity was interpolated from observed gravity values.
 LD0037
 LD0037;                    North         East    Units  Estimated Accuracy
 LD0037;SPC IL W     -   475,800.      684,070.      MT  (+/- 180 meters Scaled)
 LD0037
 LD0037                          SUPERSEDED SURVEY CONTROL
 LD0037
 LD0037  NGVD 29 (??/??/92)  233.922  (m)          767.46   (f) ADJ UNCH    2 0
 LD0037
 LD0037.Superseded values are not recommended for survey control.
 LD0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0037.See file dsdata.txt to determine how the superseded data were derived.
 LD0037
 LD0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF225368(NAD 83)
 LD0037_MARKER: Q = CHISELED SQUARE
 LD0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0037_SP_SET: BRIDGE
 LD0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0037
 LD0037  HISTORY     - Date     Condition        Report By
 LD0037  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0037  HISTORY     - 1935     GOOD             NGS
 LD0037  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0037  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0037
 LD0037                          STATION DESCRIPTION
 LD0037
 LD0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0037'1 MI E FROM GALESBURG.
 LD0037'1.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0037'FROM THE STATION AT GALESBURG, KNOX COUNTY, AT THE CROSSING OF
 LD0037'THE CHICAGO BURLINGTON AND QUINCY RAILROAD, AT OVERPASS 176 D,
 LD0037'AND ON THE TOP OF THE NORTHEAST CORNER OF THE EAST WING WALL OF
 LD0037'THE SOUTH ABUTMENT.  A CHISELED SQUARE.
 LD0037
 LD0037                          STATION RECOVERY (1997)
 LD0037
 LD0037'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0037'MARK NOT FOUND.
 LD0037
 LD0037                          STATION RECOVERY (2005)
 LD0037
 LD0037'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0036 ***********************************************************************
 LD0036  DESIGNATION -  770
 LD0036  PID         -  LD0036
 LD0036  STATE/COUNTY-  IL/KNOX
 LD0036  USGS QUAD   -  GALESBURG EAST (1982)
 LD0036
 LD0036                         *CURRENT SURVEY CONTROL
 LD0036  ___________________________________________________________________
 LD0036* NAD 83(1986)-  40 57 07.     (N)    090 20 41.     (W)     SCALED    
 LD0036* NAVD 88     -       234.429  (meters)     769.12   (feet)  ADJUSTED  
 LD0036  ___________________________________________________________________
 LD0036  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0036  DYNAMIC HT  -         234.325 (meters)     768.78  (feet)  COMP
 LD0036  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LD0036
 LD0036  VERT ORDER  -  SECOND    CLASS 0
 LD0036
 LD0036.The horizontal coordinates were scaled from a topographic map and have
 LD0036.an estimated accuracy of +/- 6 seconds.
 LD0036
 LD0036.The orthometric height was determined by differential leveling
 LD0036.and adjusted by the National Geodetic Survey in June 1991..
 LD0036
 LD0036.The geoid height was determined by GEOID03.
 LD0036
 LD0036.The dynamic height is computed by dividing the NAVD 88
 LD0036.geopotential number by the normal gravity value computed on the
 LD0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0036.degrees latitude (g = 980.6199 gals.).
 LD0036
 LD0036.The modeled gravity was interpolated from observed gravity values.
 LD0036
 LD0036;                    North         East    Units  Estimated Accuracy
 LD0036;SPC IL W     -   475,700.      685,010.      MT  (+/- 180 meters Scaled)
 LD0036
 LD0036                          SUPERSEDED SURVEY CONTROL
 LD0036
 LD0036  NGVD 29 (??/??/92)  234.482  (m)          769.30   (f) ADJ UNCH    2 0
 LD0036
 LD0036.Superseded values are not recommended for survey control.
 LD0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0036.See file dsdata.txt to determine how the superseded data were derived.
 LD0036
 LD0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF234368(NAD 83)
 LD0036_MARKER: Q = CHISELED SQUARE
 LD0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0036_SP_SET: BRIDGE
 LD0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0036
 LD0036  HISTORY     - Date     Condition        Report By
 LD0036  HISTORY     - UNK      MONUMENTED       ATSFRR
 LD0036  HISTORY     - 1935     GOOD             NGS
 LD0036  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0036  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0036
 LD0036                          STATION DESCRIPTION
 LD0036
 LD0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0036'1.5 MI E FROM GALESBURG.
 LD0036'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0036'FROM THE STATION AT GALESBURG, KNOX COUNTY, AT OVERPASS 176 A,
 LD0036'AND ON THE TOP OF THE SOUTHEAST CORNER OF THE NORTHEAST PEDESTAL.
 LD0036'A CHISELED SQUARE.
 LD0036
 LD0036                          STATION RECOVERY (1997)
 LD0036
 LD0036'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0036'MARK NOT FOUND.
 LD0036
 LD0036                          STATION RECOVERY (2005)
 LD0036
 LD0036'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0645 ***********************************************************************
 NH0645  DESIGNATION -  770 USGS
 NH0645  PID         -  NH0645
 NH0645  STATE/COUNTY-  IL/STEPHENSON
 NH0645  USGS QUAD   -  FREEPORT EAST (1978)
 NH0645
 NH0645                         *CURRENT SURVEY CONTROL
 NH0645  ___________________________________________________________________
 NH0645* NAD 83(1986)-  42 18 02.     (N)    089 37 17.     (W)     SCALED    
 NH0645* NAVD 88     -       234.302  (meters)     768.71   (feet)  ADJUSTED  
 NH0645  ___________________________________________________________________
 NH0645  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH0645  DYNAMIC HT  -         234.226 (meters)     768.46  (feet)  COMP
 NH0645  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 NH0645
 NH0645  VERT ORDER  -  FIRST     CLASS II
 NH0645
 NH0645.The horizontal coordinates were scaled from a topographic map and have
 NH0645.an estimated accuracy of +/- 6 seconds.
 NH0645
 NH0645.The orthometric height was determined by differential leveling
 NH0645.and adjusted by the National Geodetic Survey in June 1991..
 NH0645
 NH0645.The geoid height was determined by GEOID03.
 NH0645
 NH0645.The dynamic height is computed by dividing the NAVD 88
 NH0645.geopotential number by the normal gravity value computed on the
 NH0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0645.degrees latitude (g = 980.6199 gals.).
 NH0645
 NH0645.The modeled gravity was interpolated from observed gravity values.
 NH0645
 NH0645;                    North         East    Units  Estimated Accuracy
 NH0645;SPC IL W     -   625,610.      744,960.      MT  (+/- 180 meters Scaled)
 NH0645
 NH0645                          SUPERSEDED SURVEY CONTROL
 NH0645
 NH0645  NGVD 29 (??/??/92)  234.419  (m)          769.09   (f) ADJ UNCH    1 2
 NH0645
 NH0645.Superseded values are not recommended for survey control.
 NH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0645.See file dsdata.txt to determine how the superseded data were derived.
 NH0645
 NH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM839864(NAD 83)
 NH0645_MARKER: DD = SURVEY DISK
 NH0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0645_SP_SET: FIRE HYDRANT
 NH0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0645
 NH0645  HISTORY     - Date     Condition        Report By
 NH0645  HISTORY     - UNK      MONUMENTED       USGS
 NH0645  HISTORY     - 1920     GOOD             NGS
 NH0645  HISTORY     - 1987     GOOD             USPSQD
 NH0645  HISTORY     - 19960918 GOOD             USPSQD
 NH0645  HISTORY     - 20011219 GOOD             USPSQD
 NH0645
 NH0645                          STATION DESCRIPTION
 NH0645
 NH0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 NH0645'AT FREEPORT.
 NH0645'AT FREEPORT, STEPHENSON COUNTY, AT THE NORTHWEST CORNER OF
 NH0645'THE INTERSECTION OF CLARKE AND CHICAGO STREETS, AND AT A FIRE
 NH0645'HYDRANT.  THE TOP OF THE HYDRANT.
 NH0645
 NH0645                          STATION RECOVERY (1987)
 NH0645
 NH0645'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0645'RECOVERED IN GOOD CONDITION.
 NH0645
 NH0645                          STATION RECOVERY (1996)
 NH0645
 NH0645'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0645'RECOVERED IN GOOD CONDITION.
 NH0645
 NH0645                          STATION RECOVERY (2001)
 NH0645
 NH0645'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1525 ***********************************************************************
 HB1525  DESIGNATION -  771
 HB1525  PID         -  HB1525
 HB1525  STATE/COUNTY-  IL/POPE
 HB1525  USGS QUAD   -  WALTERSBURG (1996)
 HB1525
 HB1525                         *CURRENT SURVEY CONTROL
 HB1525  ___________________________________________________________________
 HB1525* NAD 83(1997)-  37 26 19.32902(N)    088 31 10.67472(W)     ADJUSTED  
 HB1525* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 HB1525  ___________________________________________________________________
 HB1525  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HB1525  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HB1525
 HB1525  HORZ ORDER  -  FIRST
 HB1525
 HB1525.The horizontal coordinates were established by classical geodetic methods
 HB1525.and adjusted by the National Geodetic Survey in October 1999..
 HB1525
 HB1525.The orthometric height was scaled from a topographic map.
 HB1525
 HB1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1525
 HB1525.The geoid height was determined by GEOID03.
 HB1525
 HB1525;                    North         East     Units Scale Factor Converg.
 HB1525;SPC IL E     -    85,693.635   283,513.417   MT  0.99997835   -0 06 47.7
 HB1525;SPC IL E     -   281,146.53    930,160.27   sFT  0.99997835   -0 06 47.7
 HB1525;UTM  16      - 4,144,624.785   365,565.751   MT  0.99982262   -0 55 26.2
 HB1525
 HB1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1525!SPC IL E     -   0.99996769  x   0.99997835  =   0.99994604
 HB1525!UTM  16      -   0.99996769  x   0.99982262  =   0.99979032
 HB1525
 HB1525                          SUPERSEDED SURVEY CONTROL
 HB1525
 HB1525  NAD 83(1997)-  37 26 19.33455(N)    088 31 10.67354(W) AD(       ) 1
 HB1525  NAD 83(1986)-  37 26 19.34024(N)    088 31 10.67706(W) AD(       ) 1
 HB1525  NAD 27      -  37 26 19.15446(N)    088 31 10.52026(W) AD(       ) 1
 HB1525
 HB1525.Superseded values are not recommended for survey control.
 HB1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1525.See file dsdata.txt to determine how the superseded data were derived.
 HB1525
 HB1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6556644625(NAD 83)
 HB1525_MARKER: P = PIPE CAP
 HB1525_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB1525
 HB1525  HISTORY     - Date     Condition        Report By
 HB1525  HISTORY     - 1957     MONUMENTED       USGS
 HB1525
 HB1525                          STATION DESCRIPTION
 HB1525
 HB1525'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (WNM)
 HB1525'THE STATION IS ABOUT 5-1/2 MILES NORTH OF GOLCONDA, 5-1/2 MILES
 HB1525'SOUTHEAST OF EDDYVILLE, 0.15 MILE WEST OF THE RAUM LOOKOUT
 HB1525'TOWER.  IT IS A U.S. GEOLOGICAL SURVEY IN COOPERATION WITH THE STATE
 HB1525'OF ILLINOIS MARK.  IT IS A BRONZE CAP MARK RIVETED TO THE TOP OF A 4
 HB1525'INCH GALVANIZED IRON PIPE THAT PROJECTS ABOUT 8 INCHES.  THE CAP IS
 HB1525'STAMPED 771 (FEET).  IT IS 25 FEET EAST OF THE CENTERLINE OF A
 HB1525'PAVED ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD
 HB1525'LEADING TO THE RAUM LOOKOUT TOWER AND 6 FEET NORTH OF A SIGN
 HB1525'READING RAUM LOOKOUT TOWER.  A TRAVERSE CONNECTION WAS MADE TO
 HB1525'TRIANGULATION STATION BEATTY, THE DISTANCE BEING 331.935 (FEET)
 HB1525'101.1739 (METERS) SOUTHEAST OF TRIANGULATION STATION
 HB1525'BEATTY.
 HB1525'
 HB1525'TO REACH THE STATION FROM THE POST OFFICE IN GOLCONDA, GO WEST ON
 HB1525'MAIN STREET FOR 0.15 MILE.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 HB1525'146 FOR 2.55 MILES TO A T-INTERSECTION.  TURN LEFT AND GO WEST AND
 HB1525'NORTHWEST ON A PAVED ROAD FOR 3.7 MILES TO A SIDE ROAD RIGHT LEADING
 HB1525'TO THE RAUM LOOKOUT TOWER AND THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1389 ***********************************************************************
 LC1389  DESIGNATION -  772
 LC1389  PID         -  LC1389
 LC1389  STATE/COUNTY-  IL/PEORIA
 LC1389  USGS QUAD   -  PRINCEVILLE (1982)
 LC1389
 LC1389                         *CURRENT SURVEY CONTROL
 LC1389  ___________________________________________________________________
 LC1389* NAD 83(1986)-  40 55 14.     (N)    089 49 35.     (W)     SCALED    
 LC1389* NAVD 88     -       235.048  (meters)     771.15   (feet)  ADJUSTED  
 LC1389  ___________________________________________________________________
 LC1389  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC1389  DYNAMIC HT  -         234.944 (meters)     770.81  (feet)  COMP
 LC1389  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 LC1389
 LC1389  VERT ORDER  -  SECOND    CLASS 0
 LC1389
 LC1389.The horizontal coordinates were scaled from a topographic map and have
 LC1389.an estimated accuracy of +/- 6 seconds.
 LC1389
 LC1389.The orthometric height was determined by differential leveling
 LC1389.and adjusted by the National Geodetic Survey in June 1991..
 LC1389
 LC1389.The geoid height was determined by GEOID03.
 LC1389
 LC1389.The dynamic height is computed by dividing the NAVD 88
 LC1389.geopotential number by the normal gravity value computed on the
 LC1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1389.degrees latitude (g = 980.6199 gals.).
 LC1389
 LC1389.The modeled gravity was interpolated from observed gravity values.
 LC1389
 LC1389;                    North         East    Units  Estimated Accuracy
 LC1389;SPC IL W     -   472,260.      728,660.      MT  (+/- 180 meters Scaled)
 LC1389
 LC1389                          SUPERSEDED SURVEY CONTROL
 LC1389
 LC1389  NGVD 29 (??/??/92)  235.120  (m)          771.39   (f) ADJ UNCH    2 0
 LC1389
 LC1389.Superseded values are not recommended for survey control.
 LC1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1389.See file dsdata.txt to determine how the superseded data were derived.
 LC1389
 LC1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL619337(NAD 83)
 LC1389_MARKER: Q = CHISELED SQUARE
 LC1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1389+STABILITY: SURFACE MOTION
 LC1389
 LC1389  HISTORY     - Date     Condition        Report By
 LC1389  HISTORY     - UNK      MONUMENTED       ATSFRR
 LC1389  HISTORY     - 1938     GOOD             NGS
 LC1389  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC1389
 LC1389                          STATION DESCRIPTION
 LC1389
 LC1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LC1389'AT MONICA.
 LC1389'AT MONICA, PEORIA COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LC1389'RAILWAY, AT THE STATION AND WATCH TOWER, ON THE TOP OF THE
 LC1389'CONCRETE FOUNDATION, 14 INCHES EAST OF THE NORTHWEST CORNER, AND
 LC1389'2 INCHES NORTH OF THE WALL.  A CHISELED SQUARE.  NOTE-- THE MARK
 LC1389'WAS COVERED BY A LOADING PLATFORM.
 LC1389
 LC1389                          STATION RECOVERY (1998)
 LC1389
 LC1389'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0064 ***********************************************************************
 MG0064  DESIGNATION -  772.0
 MG0064  PID         -  MG0064
 MG0064  STATE/COUNTY-  IL/KNOX
 MG0064  USGS QUAD   -  NEW WINDSOR (1991)
 MG0064
 MG0064                         *CURRENT SURVEY CONTROL
 MG0064  ___________________________________________________________________
 MG0064* NAD 83(1986)-  41 08 14.     (N)    090 22 51.     (W)     SCALED    
 MG0064* NAVD 88     -       235.073  (meters)     771.24   (feet)  ADJUSTED  
 MG0064  ___________________________________________________________________
 MG0064  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0064  DYNAMIC HT  -         234.974 (meters)     770.91  (feet)  COMP
 MG0064  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 MG0064
 MG0064  VERT ORDER  -  SECOND    CLASS 0
 MG0064
 MG0064.The horizontal coordinates were scaled from a topographic map and have
 MG0064.an estimated accuracy of +/- 6 seconds.
 MG0064
 MG0064.The orthometric height was determined by differential leveling
 MG0064.and adjusted by the National Geodetic Survey in June 1991..
 MG0064
 MG0064.The geoid height was determined by GEOID03.
 MG0064
 MG0064.The dynamic height is computed by dividing the NAVD 88
 MG0064.geopotential number by the normal gravity value computed on the
 MG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0064.degrees latitude (g = 980.6199 gals.).
 MG0064
 MG0064.The modeled gravity was interpolated from observed gravity values.
 MG0064
 MG0064;                    North         East    Units  Estimated Accuracy
 MG0064;SPC IL W     -   496,290.      682,020.      MT  (+/- 180 meters Scaled)
 MG0064
 MG0064                          SUPERSEDED SURVEY CONTROL
 MG0064
 MG0064  NGVD 29 (??/??/92)  235.129  (m)          771.42   (f) ADJ UNCH    2 0
 MG0064
 MG0064.Superseded values are not recommended for survey control.
 MG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0064.See file dsdata.txt to determine how the superseded data were derived.
 MG0064
 MG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF198572(NAD 83)
 MG0064_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MG0064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MG0064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MG0064_STAMPING: ILL 773
 MG0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0064
 MG0064  HISTORY     - Date     Condition        Report By
 MG0064  HISTORY     - UNK      MONUMENTED       USGS
 MG0064  HISTORY     - 1942     GOOD             NGS
 MG0064  HISTORY     - 19971124 MARK NOT FOUND   USPSQD
 MG0064
 MG0064                          STATION DESCRIPTION
 MG0064
 MG0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MG0064'2 MI N FROM RIO.
 MG0064'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MG0064'FROM THE STATION AT RIO, KNOX COUNTY, ABOUT 300 FEET EAST
 MG0064'ALONG A ROAD, AT A CROSSING OF U.S. HIGHWAY 150 AND THE
 MG0064'EAST-AND-WEST ROAD, AT UNION DISTRICT 29 SCHOOL, AND AT THE
 MG0064'NORTWEST CORNER OF THE YARD.  A UNITED STATES GEOLOGICAL SURVEY
 MG0064'STANDARD CAP, STAMPED ILL 773 AND RIVETED ON THE TOP OF A
 MG0064'3-1/2-INCH IRON PIPE.  NOTE-- THE BENCH MARK HAS BEEN NICKED
 MG0064'WITH A CHISEL OR HAND AXE AND THE MARKING IS NOT LEGIBLE.
 MG0064
 MG0064                          STATION RECOVERY (1997)
 MG0064
 MG0064'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0438 ***********************************************************************
 LD0438  DESIGNATION -  773
 LD0438  PID         -  LD0438
 LD0438  STATE/COUNTY-  IL/WARREN
 LD0438  USGS QUAD   -  CAMERON (1996)
 LD0438
 LD0438                         *CURRENT SURVEY CONTROL
 LD0438  ___________________________________________________________________
 LD0438* NAD 83(1986)-  40 53 24.     (N)    090 33 17.     (W)     SCALED    
 LD0438* NAVD 88     -       235.199  (meters)     771.65   (feet)  ADJUSTED  
 LD0438  ___________________________________________________________________
 LD0438  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0438  DYNAMIC HT  -         235.092 (meters)     771.30  (feet)  COMP
 LD0438  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 LD0438
 LD0438  VERT ORDER  -  SECOND    CLASS 0
 LD0438
 LD0438.The horizontal coordinates were scaled from a topographic map and have
 LD0438.an estimated accuracy of +/- 6 seconds.
 LD0438
 LD0438.The orthometric height was determined by differential leveling
 LD0438.and adjusted by the National Geodetic Survey in June 1991..
 LD0438
 LD0438.The geoid height was determined by GEOID03.
 LD0438
 LD0438.The dynamic height is computed by dividing the NAVD 88
 LD0438.geopotential number by the normal gravity value computed on the
 LD0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0438.degrees latitude (g = 980.6199 gals.).
 LD0438
 LD0438.The modeled gravity was interpolated from observed gravity values.
 LD0438
 LD0438;                    North         East    Units  Estimated Accuracy
 LD0438;SPC IL W     -   468,880.      667,300.      MT  (+/- 180 meters Scaled)
 LD0438
 LD0438                          SUPERSEDED SURVEY CONTROL
 LD0438
 LD0438  NGVD 29 (??/??/92)  235.253  (m)          771.83   (f) ADJ UNCH    2 0
 LD0438
 LD0438.Superseded values are not recommended for survey control.
 LD0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0438.See file dsdata.txt to determine how the superseded data were derived.
 LD0438
 LD0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF060294(NAD 83)
 LD0438_MARKER: R = RIVET
 LD0438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0438_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0438_STAMPING: ILL 773 1921
 LD0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0438
 LD0438  HISTORY     - Date     Condition        Report By
 LD0438  HISTORY     - 1921     MONUMENTED       USGS
 LD0438  HISTORY     - 1943     GOOD             NGS
 LD0438  HISTORY     - 20010331 GOOD             NGS
 LD0438
 LD0438                          STATION DESCRIPTION
 LD0438
 LD0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0438'2 MI W FROM CAMERON.
 LD0438'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0438'FROM THE STATION AT CAMERON, WARREN COUNTY, AT THE JUNCTION OF A
 LD0438'ROAD LEADING SOUTH, AT THE WEST SIDE OF THE ROAD, AND 10 FEET WEST
 LD0438'OF A SOUTHWEST FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY
 LD0438'STANDARD CAP, STAMPED ILL 773 1921 AND RIVETED ON THE TOP OF AN
 LD0438'IRON PIPE.
 LD0438
 LD0438                          STATION RECOVERY (2001)
 LD0438
 LD0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0438'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0646 ***********************************************************************
 NH0646  DESIGNATION -  781 USGS
 NH0646  PID         -  NH0646
 NH0646  STATE/COUNTY-  IL/STEPHENSON
 NH0646  USGS QUAD   -  FREEPORT EAST (1978)
 NH0646
 NH0646                         *CURRENT SURVEY CONTROL
 NH0646  ___________________________________________________________________
 NH0646* NAD 83(1986)-  42 17 57.     (N)    089 37 13.     (W)     SCALED    
 NH0646* NAVD 88     -       237.669  (meters)     779.75   (feet)  ADJUSTED  
 NH0646  ___________________________________________________________________
 NH0646  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH0646  DYNAMIC HT  -         237.591 (meters)     779.50  (feet)  COMP
 NH0646  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 NH0646
 NH0646  VERT ORDER  -  FIRST     CLASS II
 NH0646
 NH0646.The horizontal coordinates were scaled from a topographic map and have
 NH0646.an estimated accuracy of +/- 6 seconds.
 NH0646
 NH0646.The orthometric height was determined by differential leveling
 NH0646.and adjusted by the National Geodetic Survey in June 1991..
 NH0646
 NH0646.The geoid height was determined by GEOID03.
 NH0646
 NH0646.The dynamic height is computed by dividing the NAVD 88
 NH0646.geopotential number by the normal gravity value computed on the
 NH0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0646.degrees latitude (g = 980.6199 gals.).
 NH0646
 NH0646.The modeled gravity was interpolated from observed gravity values.
 NH0646
 NH0646;                    North         East    Units  Estimated Accuracy
 NH0646;SPC IL W     -   625,460.      745,050.      MT  (+/- 180 meters Scaled)
 NH0646
 NH0646                          SUPERSEDED SURVEY CONTROL
 NH0646
 NH0646  NGVD 29 (??/??/92)  237.786  (m)          780.14   (f) ADJ UNCH    1 2
 NH0646
 NH0646.Superseded values are not recommended for survey control.
 NH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0646.See file dsdata.txt to determine how the superseded data were derived.
 NH0646
 NH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM840863(NAD 83)
 NH0646_MARKER: DD = SURVEY DISK
 NH0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0646_SP_SET: STEP
 NH0646_STAMPING: 781 ILL 1915
 NH0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0646+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 NH0646
 NH0646  HISTORY     - Date     Condition        Report By
 NH0646  HISTORY     - 1915     MONUMENTED       USGS
 NH0646  HISTORY     - 1944     GOOD             NGS
 NH0646  HISTORY     - 1987     GOOD             USPSQD
 NH0646  HISTORY     - 19960918 GOOD             USPSQD
 NH0646  HISTORY     - 20011219 GOOD             USPSQD
 NH0646  HISTORY     - 20050710 GOOD             NGS
 NH0646
 NH0646                          STATION DESCRIPTION
 NH0646
 NH0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NH0646'AT FREEPORT.
 NH0646'AT FREEPORT, STEPHENSON COUNTY, AT THE POST OFFICE, AT THE
 NH0646'SOUTH ENTRANCE, AND IN THE WEST END OF THE TOP GRANITE STEP.
 NH0646'A STANDARD DISK, STAMPED 781 ILL. 1915.
 NH0646
 NH0646                          STATION RECOVERY (1987)
 NH0646
 NH0646'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0646'RECOVERED IN GOOD CONDITION.
 NH0646
 NH0646                          STATION RECOVERY (1996)
 NH0646
 NH0646'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0646'RECOVERED IN GOOD CONDITION.
 NH0646
 NH0646                          STATION RECOVERY (2001)
 NH0646
 NH0646'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0646'RECOVERED IN GOOD CONDITION.
 NH0646
 NH0646                          STATION RECOVERY (2005)
 NH0646
 NH0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 NH0646'POST OFFICE IS AT NE CORNER OF N. CHICAGO AVE. AND E. EXCHANGE ST AND
 NH0646'IS 3 BLOCKS EAST OF US BUSINESS 20 = GALENA AVE.  STATION IS ALSO
 NH0646'GRAVITY BASE STATION 'FREEPORT', DOD 1434-1, IGB 15329 , IL 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9266 ***********************************************************************
 AF9266  CBN         -  This is a Cooperative Base Network Control Station.
 AF9266  DESIGNATION -  7967
 AF9266  PID         -  AF9266
 AF9266  STATE/COUNTY-  IL/MERCER
 AF9266  USGS QUAD   -  ALEDO WEST (1992)
 AF9266
 AF9266                         *CURRENT SURVEY CONTROL
 AF9266  ___________________________________________________________________
 AF9266* NAD 83(1997)-  41 12 04.89344(N)    090 49 29.95318(W)     ADJUSTED  
 AF9266* NAVD 88     -       211.4    (meters)     694.     (feet)  GPS OBS   
 AF9266  ___________________________________________________________________
 AF9266  X           -     -69,198.306 (meters)                     COMP
 AF9266  Y           -  -4,805,526.542 (meters)                     COMP
 AF9266  Z           -   4,179,391.805 (meters)                     COMP
 AF9266  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AF9266  ELLIP HEIGHT-         178.39  (meters)          (10/15/04) GPS OBS
 AF9266  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AF9266
 AF9266  HORZ ORDER  -  B
 AF9266  ELLP ORDER  -  FOURTH    CLASS II
 AF9266
 AF9266.The horizontal coordinates were established by GPS observations
 AF9266.and adjusted by the National Geodetic Survey in July 1998..
 AF9266
 AF9266.The orthometric height was determined by GPS observations and a
 AF9266.high-resolution geoid model.
 AF9266
 AF9266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9266
 AF9266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9266
 AF9266.The ellipsoidal height was determined by GPS observations
 AF9266.and is referenced to NAD 83.
 AF9266
 AF9266.The geoid height was determined by GEOID03.
 AF9266
 AF9266;                    North         East     Units Scale Factor Converg.
 AF9266;SPC IL W     -   503,595.293   644,784.089   MT  0.99997868   -0 26 01.1
 AF9266;SPC IL W     - 1,652,212.22  2,115,429.13   sFT  0.99997868   -0 26 01.1
 AF9266;UTM  15      - 4,563,390.939   682,369.976   MT  1.00000934   +1 25 59.1
 AF9266
 AF9266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9266!SPC IL W     -   0.99997202  x   0.99997868  =   0.99995070
 AF9266!UTM  15      -   0.99997202  x   1.00000934  =   0.99998136
 AF9266
 AF9266                          SUPERSEDED SURVEY CONTROL
 AF9266
 AF9266  ELLIP H (07/17/98)  178.41   (m)                       GP(       ) 4 1
 AF9266
 AF9266.Superseded values are not recommended for survey control.
 AF9266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9266.See file dsdata.txt to determine how the superseded data were derived.
 AF9266
 AF9266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8237063391(NAD 83)
 AF9266_MARKER: I = METAL ROD
 AF9266_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9266_STAMPING: 7967
 AF9266_MARK LOGO: ILDT  
 AF9266_PROJECTION: FLUSH
 AF9266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9266+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF9266_ROD/PIPE-DEPTH: 3.7  meters
 AF9266_SLEEVE-DEPTH  : 1.0 meters
 AF9266
 AF9266  HISTORY     - Date     Condition        Report By
 AF9266  HISTORY     - 1995     MONUMENTED       ASCPC
 AF9266
 AF9266                          STATION DESCRIPTION
 AF9266
 AF9266'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AF9266'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF ALEDO AND 2.8 MI
 AF9266'(4.5 KM) EAST OF JOY.  TO REACH FROM THE JUNCTION OF STATE ROUTES 17
 AF9266'AND 94 IN THE CENTER OF ALEDO, GO WEST ON ROUTE 17 FOR 4.0 MI (6.4 KM)
 AF9266'TO THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF A T-ROAD NORTH
 AF9266'(137TH ST) WHICH IS A GRAVEL LANE ABOUT 0.2 MI (0.3 KM) LONG TO TWO
 AF9266'RESIDENCES, 8.4 M (27.6 FT) NORTH OF ROUTE 17, 10.5 M (34.4 FT) WEST
 AF9266'OF THE CENTER OF 137TH ST, AND 2.5 M (8.2 FT) NORTH-NORTHWEST OF THE
 AF9266'TOP CENTER OF THE WEST END OF A METAL CULVERT PIPE UNDER 137TH ST.
 AF9266'NOTE--ACCESS TO THE STATION POINT IS THROUGH A 6-INCH ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0618 ***********************************************************************
 KB0618  DESIGNATION -  8
 KB0618  PID         -  KB0618
 KB0618  STATE/COUNTY-  IL/MACON
 KB0618  USGS QUAD   -  LONG CREEK (1975)
 KB0618
 KB0618                         *CURRENT SURVEY CONTROL
 KB0618  ___________________________________________________________________
 KB0618* NAD 83(1986)-  39 45 20.     (N)    088 51 01.     (W)     SCALED    
 KB0618* NAVD 88     -       213.005  (meters)     698.83   (feet)  ADJUSTED  
 KB0618  ___________________________________________________________________
 KB0618  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0618  DYNAMIC HT  -         212.885 (meters)     698.44  (feet)  COMP
 KB0618  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KB0618
 KB0618  VERT ORDER  -  FIRST     CLASS II
 KB0618
 KB0618.The horizontal coordinates were scaled from a topographic map and have
 KB0618.an estimated accuracy of +/- 6 seconds.
 KB0618
 KB0618.The orthometric height was determined by differential leveling
 KB0618.and adjusted by the National Geodetic Survey in June 1991..
 KB0618
 KB0618.The geoid height was determined by GEOID03.
 KB0618
 KB0618.The dynamic height is computed by dividing the NAVD 88
 KB0618.geopotential number by the normal gravity value computed on the
 KB0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0618.degrees latitude (g = 980.6199 gals.).
 KB0618
 KB0618.The modeled gravity was interpolated from observed gravity values.
 KB0618
 KB0618;                    North         East    Units  Estimated Accuracy
 KB0618;SPC IL E     -   342,990.      255,700.      MT  (+/- 180 meters Scaled)
 KB0618
 KB0618                          SUPERSEDED SURVEY CONTROL
 KB0618
 KB0618  NGVD 29 (??/??/92)  213.078  (m)          699.07   (f) ADJ UNCH    1 2
 KB0618
 KB0618.Superseded values are not recommended for survey control.
 KB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0618.See file dsdata.txt to determine how the superseded data were derived.
 KB0618
 KB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK414022(NAD 83)
 KB0618_MARKER: DD = SURVEY DISK
 KB0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0618+STABILITY: SURFACE MOTION
 KB0618
 KB0618  HISTORY     - Date     Condition        Report By
 KB0618  HISTORY     - UNK      MONUMENTED       ILHD
 KB0618  HISTORY     - 1933     GOOD             NGS
 KB0618  HISTORY     - 1938     GOOD             NGS
 KB0618  HISTORY     - 1975     MARK NOT FOUND   ILDT
 KB0618
 KB0618                          STATION DESCRIPTION
 KB0618
 KB0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0618'AT HERVEY CITY.
 KB0618'AT HERVEY CITY, MACON COUNTY, ON THE PENNSYLVANIA RAILROAD, AT
 KB0618'THE CROSSING OF STATE HIGHWAY 121, 16-1/2 POLES WEST OF MILEPOST
 KB0618'84, 30 FEET NORTH OF THE MAIN TRACK, AND 27 FEET EAST OF THE EDGE
 KB0618'OF THE PAVEMENT.  THE TOP OF A VALVE, SET IN THE TOP OF A
 KB0618'CONCRETE POST.
 KB0618
 KB0618                          STATION RECOVERY (1938)
 KB0618
 KB0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 KB0618'RECOVERED IN GOOD CONDITION.
 KB0618
 KB0618                          STATION RECOVERY (1975)
 KB0618
 KB0618'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0495 ***********************************************************************
 LD0495  DESIGNATION -  8 A
 LD0495  PID         -  LD0495
 LD0495  STATE/COUNTY-  IL/HANCOCK
 LD0495  USGS QUAD   -  DALLAS CITY (1975)
 LD0495
 LD0495                         *CURRENT SURVEY CONTROL
 LD0495  ___________________________________________________________________
 LD0495* NAD 83(1986)-  40 38 15.     (N)    091 09 58.     (W)     SCALED    
 LD0495* NAVD 88     -       163.773  (meters)     537.31   (feet)  ADJUSTED  
 LD0495  ___________________________________________________________________
 LD0495  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0495  DYNAMIC HT  -         163.694 (meters)     537.05  (feet)  COMP
 LD0495  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 LD0495
 LD0495  VERT ORDER  -  SECOND    CLASS 0
 LD0495
 LD0495.The horizontal coordinates were scaled from a topographic map and have
 LD0495.an estimated accuracy of +/- 6 seconds.
 LD0495
 LD0495.The orthometric height was determined by differential leveling
 LD0495.and adjusted by the National Geodetic Survey in June 1991..
 LD0495
 LD0495.The geoid height was determined by GEOID03.
 LD0495
 LD0495.The dynamic height is computed by dividing the NAVD 88
 LD0495.geopotential number by the normal gravity value computed on the
 LD0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0495.degrees latitude (g = 980.6199 gals.).
 LD0495
 LD0495.The modeled gravity was interpolated from observed gravity values.
 LD0495
 LD0495;                    North         East    Units  Estimated Accuracy
 LD0495;SPC IL W     -   441,250.      615,460.      MT  (+/- 180 meters Scaled)
 LD0495
 LD0495                          SUPERSEDED SURVEY CONTROL
 LD0495
 LD0495  NGVD 29 (??/??/92)  163.821  (m)          537.47   (f) ADJ UNCH    2 0
 LD0495
 LD0495.Superseded values are not recommended for survey control.
 LD0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0495.See file dsdata.txt to determine how the superseded data were derived.
 LD0495
 LD0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF550001(NAD 83)
 LD0495_MARKER: DD = SURVEY DISK
 LD0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0495_STAMPING: ILL 8 A 1931
 LD0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0495+STABILITY: SURFACE MOTION
 LD0495
 LD0495  HISTORY     - Date     Condition        Report By
 LD0495  HISTORY     - 1931     MONUMENTED       DOD
 LD0495  HISTORY     - 1943     GOOD             NGS
 LD0495
 LD0495                          STATION DESCRIPTION
 LD0495
 LD0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0495'AT DALLAS CITY.
 LD0495'AT DALLAS CITY, HANCOCK COUNTY, AT THE WEST CORNER OF THE
 LD0495'SCHOOL-YARD, 30 FEET NORTHEAST AND 27 FEET SOUTHEAST OF THE CENTER
 LD0495'OF A STREET INTERSECTION, AND JUST INSIDE THE SIDEWALK.  A UNITED
 LD0495'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED ILL 8 A 1931
 LD0495'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0012 ***********************************************************************
 MF0012  DESIGNATION -  8 A USGS
 MF0012  PID         -  MF0012
 MF0012  STATE/COUNTY-  IL/KANE
 MF0012  USGS QUAD   -  GENEVA (1993)
 MF0012
 MF0012                         *CURRENT SURVEY CONTROL
 MF0012  ___________________________________________________________________
 MF0012* NAD 83(1997)-  41 53 09.47520(N)    088 18 30.48357(W)     ADJUSTED  
 MF0012* NAVD 88     -       219.230  (meters)     719.26   (feet)  ADJUSTED  
 MF0012  ___________________________________________________________________
 MF0012  X           -     140,378.376 (meters)                     COMP
 MF0012  Y           -  -4,753,531.086 (meters)                     COMP
 MF0012  Z           -   4,236,306.940 (meters)                     COMP
 MF0012  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 MF0012  ELLIP HEIGHT-         186.12  (meters)          (11/14/05) GPS OBS
 MF0012  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF0012  DYNAMIC HT  -         219.155 (meters)     719.01  (feet)  COMP
 MF0012  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 MF0012
 MF0012  HORZ ORDER  -  FIRST
 MF0012  VERT ORDER  -  SECOND    CLASS 0
 MF0012  ELLP ORDER  -  FOURTH    CLASS I
 MF0012
 MF0012.The horizontal coordinates were established by GPS observations
 MF0012.and adjusted by the SMITH ENG CONS INC in November 2005..
 MF0012
 MF0012.The orthometric height was determined by differential leveling
 MF0012.and adjusted by the National Geodetic Survey in June 1991..
 MF0012
 MF0012.Photographs are available for this station.
 MF0012
 MF0012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0012
 MF0012.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0012
 MF0012.The ellipsoidal height was determined by GPS observations
 MF0012.and is referenced to NAD 83.
 MF0012
 MF0012.The geoid height was determined by GEOID03.
 MF0012
 MF0012.The dynamic height is computed by dividing the NAVD 88
 MF0012.geopotential number by the normal gravity value computed on the
 MF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0012.degrees latitude (g = 980.6199 gals.).
 MF0012
 MF0012.The modeled gravity was interpolated from observed gravity values.
 MF0012
 MF0012;                    North         East     Units Scale Factor Converg.
 MF0012;SPC IL E     -   579,437.146   302,063.763   MT  0.99997505   +0 00 59.8
 MF0012;SPC IL E     - 1,901,036.70    991,020.86   sFT  0.99997505   +0 00 59.8
 MF0012;UTM  16      - 4,637,942.894   391,441.520   MT  0.99974502   -0 52 25.3
 MF0012
 MF0012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0012!SPC IL E     -   0.99997081  x   0.99997505  =   0.99994586
 MF0012!UTM  16      -   0.99997081  x   0.99974502  =   0.99971584
 MF0012
 MF0012                          SUPERSEDED SURVEY CONTROL
 MF0012
 MF0012  ELLIP H (09/22/04)  186.13   (m)                       GP(       ) 4 1
 MF0012  NAD 83(1997)-  41 53 09.47518(N)    088 18 30.48232(W) AD(       ) 1
 MF0012  ELLIP H (11/27/02)  186.13   (m)                       GP(       ) 4 1
 MF0012  NAD 83(1997)-  41 53 09.47507(N)    088 18 30.48260(W) AD(       ) 1
 MF0012  ELLIP H (03/18/02)  186.13   (m)                       GP(       ) 4 1
 MF0012  NAD 83(1997)-  41 53 09.47524(N)    088 18 30.48362(W) AD(       ) 1
 MF0012  ELLIP H (04/25/01)  186.12   (m)                       GP(       ) 3 2
 MF0012  NAVD 88 (04/25/01)  219.23   (m)          719.3    (f) LEVELING    3  
 MF0012  NGVD 29 (??/??/92)  219.301  (m)          719.49   (f) ADJ UNCH    2 0
 MF0012
 MF0012.Superseded values are not recommended for survey control.
 MF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0012.See file dsdata.txt to determine how the superseded data were derived.
 MF0012
 MF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9144237943(NAD 83)
 MF0012_MARKER: DB = BENCH MARK DISK
 MF0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0012_STAMPING: ILL 8A 1923
 MF0012_MARK LOGO: USGS  
 MF0012_PROJECTION: PROJECTING 5 CENTIMETERS
 MF0012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MF0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0012+STABILITY: SURFACE MOTION
 MF0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0012+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 MF0012
 MF0012  HISTORY     - Date     Condition        Report By
 MF0012  HISTORY     - 1923     MONUMENTED       USGS
 MF0012  HISTORY     - 1934     GOOD             NGS
 MF0012  HISTORY     - 1988     GOOD             USPSQD
 MF0012  HISTORY     - 1989     GOOD             USPSQD
 MF0012  HISTORY     - 19960420 GOOD             USPSQD
 MF0012  HISTORY     - 19980425 GOOD             USPSQD
 MF0012  HISTORY     - 20010501 GOOD             WOOLPT
 MF0012  HISTORY     - 20011018 GOOD             USPSQD
 MF0012  HISTORY     - 20020802 POOR             INDIV
 MF0012  HISTORY     - 20050408 POOR             STAFER
 MF0012  HISTORY     - 20050412 GOOD             STAFER
 MF0012
 MF0012                          STATION DESCRIPTION
 MF0012
 MF0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF0012'AT GENEVA.
 MF0012'AT GENEVA, KANE COUNTY, AT THE INTERSECTION OF CAMPBELL AND THIRD
 MF0012'STREETS, IN THE SOUTHEAST CORNER OF THE COUNTY COURTHOUSE YARD,
 MF0012'39 FEET NORTH OF THE CENTERLINE OF CAMPBELL STREET, 39 FEET WEST
 MF0012'OF THE CENTERLINE OF THIRD STREET, INSIDE A SIDEWALK, AND LEVEL
 MF0012'WITH THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MF0012'DISK, STAMPED ILL. 8A 1923 AND SET IN THE TOP OF A CONCRETE POST.
 MF0012
 MF0012                          STATION RECOVERY (1988)
 MF0012
 MF0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGH)
 MF0012'RECOVERED IN GOOD CONDITION.
 MF0012
 MF0012                          STATION RECOVERY (1989)
 MF0012
 MF0012'RECOVERY NOTE BY US POWER SQUADRON 1989 (EW)
 MF0012'RECOVERED IN GOOD CONDITION.
 MF0012
 MF0012                          STATION RECOVERY (1996)
 MF0012
 MF0012'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0012'RECOVERED IN GOOD CONDITION.
 MF0012
 MF0012                          STATION RECOVERY (1998)
 MF0012
 MF0012'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0012'RECOVERED IN GOOD CONDITION.
 MF0012
 MF0012                          STATION RECOVERY (2001)
 MF0012
 MF0012'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 MF0012'RECOVERED AS DESCRIBED. THE POST IS SLIGHTLY DAMAGED, BUT THE
 MF0012'DISK IS INTACT.
 MF0012' 
 MF0012'
 MF0012
 MF0012                          STATION RECOVERY (2001)
 MF0012
 MF0012'RECOVERY NOTE BY US POWER SQUADRON 2001 (VMR)
 MF0012'RECOVERED AS DESCRIBED.
 MF0012
 MF0012                          STATION RECOVERY (2002)
 MF0012
 MF0012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MDB)
 MF0012'POOR - MARKER HAS SURFACE SCRATCHES AND DENTS ALONG THE EDGES.  IT IS
 MF0012'LOCATED NEAR THE NORTH WEST CORNER OF THIRD ST AND CAMPBELL ST.  IT IS
 MF0012'SOUTH EAST APPROXIMATELY 8FT OF THE GENEVA HISTORICAL INFORMATION
 MF0012'BOOTH.
 MF0012
 MF0012                          STATION RECOVERY (2005)
 MF0012
 MF0012'RECOVERY NOTE BY STACY FERGUSON LAND SURVEYING INC 2005 (BAW)
 MF0012'MARK RECOVERED IN POOR CONDITION.
 MF0012
 MF0012                          STATION RECOVERY (2005)
 MF0012
 MF0012'RECOVERY NOTE BY STACY FERGUSON LAND SURVEYING INC 2005 (MRF)
 MF0012'STATION IS LOCATED IN GENEVA, IN SECTION 3, T39N, R8E.  STATION IS
 MF0012'LOCATED IN THE  NORTHWEST CORNER OF THE INTERSECTION OF  CAMPBELL
 MF0012'STREET AND THIRD STREET.    STATION IS A STANDARD USGS  DISK FLUSH
 MF0012'WITH CONC. SIDEWALK.   MARK IS SET THE INTERSECTION OF  THE SIDEWALKS
 MF0012'THAT RUN ALONG CAMPBELL AND THIRD STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1670 ***********************************************************************
 ME1670  DESIGNATION -  8 C LEYDEN TWP
 ME1670  PID         -  ME1670
 ME1670  STATE/COUNTY-  IL/COOK
 ME1670  USGS QUAD   -  ELMHURST (1997)
 ME1670
 ME1670                         *CURRENT SURVEY CONTROL
 ME1670  ___________________________________________________________________
 ME1670* NAD 83(1986)-  41 57 54.     (N)    087 54 18.     (W)     SCALED    
 ME1670* NAVD 88     -       198.039  (meters)     649.73   (feet)  ADJUSTED  
 ME1670  ___________________________________________________________________
 ME1670  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1670  DYNAMIC HT  -         197.972 (meters)     649.51  (feet)  COMP
 ME1670  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 ME1670
 ME1670  VERT ORDER  -  FIRST     CLASS II
 ME1670
 ME1670.The horizontal coordinates were scaled from a topographic map and have
 ME1670.an estimated accuracy of +/- 6 seconds.
 ME1670
 ME1670.The orthometric height was determined by differential leveling
 ME1670.and adjusted by the National Geodetic Survey in June 1991..
 ME1670
 ME1670.The geoid height was determined by GEOID03.
 ME1670
 ME1670.The dynamic height is computed by dividing the NAVD 88
 ME1670.geopotential number by the normal gravity value computed on the
 ME1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1670.degrees latitude (g = 980.6199 gals.).
 ME1670
 ME1670.The modeled gravity was interpolated from observed gravity values.
 ME1670
 ME1670;                    North         East    Units  Estimated Accuracy
 ME1670;SPC IL E     -   588,300.      335,510.      MT  (+/- 180 meters Scaled)
 ME1670
 ME1670                          SUPERSEDED SURVEY CONTROL
 ME1670
 ME1670  NGVD 29 (??/??/92)  198.13   (m)          650.0    (f) COMPUTED    1 2
 ME1670
 ME1670.Superseded values are not recommended for survey control.
 ME1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1670.See file dsdata.txt to determine how the superseded data were derived.
 ME1670
 ME1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM250462(NAD 83)
 ME1670_MARKER: B = BOLT
 ME1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1670+STABILITY: SURFACE MOTION
 ME1670
 ME1670  HISTORY     - Date     Condition        Report By
 ME1670  HISTORY     - UNK      MONUMENTED       IL1670
 ME1670  HISTORY     - 1947     GOOD             NGS
 ME1670
 ME1670                          STATION DESCRIPTION
 ME1670
 ME1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1670'5.2 MI NW FROM FRANKLIN.
 ME1670'ABOUT 1.95 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN
 ME1670'PARK DISTRICT 84 SCHOOL AT FRANKLIN PARK, THENCE ABOUT 3.25
 ME1670'MILES NORTH ALONG WOLF ROAD, SET IN THE SOUTHWEST QUARTER OF
 ME1670'THE INTERSECTION OF LAWRENCE AVENUE, 48 FEET SOUTH OF THE CENTER
 ME1670'LINE OF LAWRENCE AVENUE, 30 FEET WEST OF THE CENTER LINE OF
 ME1670'WOLF ROAD, 38 FEET SOUTHEAST OF A SIGN STOP - STATE ROUTE, 28
 ME1670'FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES,
 ME1670'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT
 ME1670'BELOW THE INTERSECTION.  A COPPER BOLT SET IN THE TOP OF A
 ME1670'CONCRETE POST AND COVERED WITH A 10-INCH SQUARE IRON BOX
 ME1670'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4189 ***********************************************************************
 DG4189  DESIGNATION -  8 LA
 DG4189  PID         -  DG4189
 DG4189  STATE/COUNTY-  IL/LOGAN
 DG4189  USGS QUAD   -  EMDEN (1996)
 DG4189
 DG4189                         *CURRENT SURVEY CONTROL
 DG4189  ___________________________________________________________________
 DG4189* NAD 83(1997)-  40 19 19.54534(N)    089 29 22.48776(W)     ADJUSTED  
 DG4189* NAVD 88     -       177.3    (meters)     582.     (feet)  GPS OBS   
 DG4189  ___________________________________________________________________
 DG4189  X           -      43,381.662 (meters)                     COMP
 DG4189  Y           -  -4,869,558.545 (meters)                     COMP
 DG4189  Z           -   4,105,411.798 (meters)                     COMP
 DG4189  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DG4189  ELLIP HEIGHT-         144.59  (meters)          (02/03/05) GPS OBS
 DG4189  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DG4189
 DG4189  HORZ ORDER  -  FIRST
 DG4189  ELLP ORDER  -  FOURTH    CLASS II
 DG4189
 DG4189.The horizontal coordinates were established by GPS observations
 DG4189.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DG4189
 DG4189.The orthometric height was determined by GPS observations and a
 DG4189.high-resolution geoid model.
 DG4189
 DG4189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4189
 DG4189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4189
 DG4189.The ellipsoidal height was determined by GPS observations
 DG4189.and is referenced to NAD 83.
 DG4189
 DG4189.The geoid height was determined by GEOID03.
 DG4189
 DG4189;                    North         East     Units Scale Factor Converg.
 DG4189;SPC IL W     -   405,970.512   757,543.303   MT  0.99998192   +0 26 17.3
 DG4189;SPC IL W     - 1,331,921.59  2,485,373.32   sFT  0.99998192   +0 26 17.3
 DG4189;UTM  16      - 4,466,482.337   288,481.101   MT  1.00015077   -1 36 41.6
 DG4189
 DG4189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4189!SPC IL W     -   0.99997732  x   0.99998192  =   0.99995924
 DG4189!UTM  16      -   0.99997732  x   1.00015077  =   1.00012808
 DG4189
 DG4189                          SUPERSEDED SURVEY CONTROL
 DG4189
 DG4189  ELLIP H (01/16/04)  144.61   (m)                       GP(       ) 3 1
 DG4189
 DG4189.Superseded values are not recommended for survey control.
 DG4189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4189.See file dsdata.txt to determine how the superseded data were derived.
 DG4189
 DG4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK8848166482(NAD 83)
 DG4189_MARKER: DD = SURVEY DISK
 DG4189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4189_STAMPING: 8 LA 1974
 DG4189_MARK LOGO: USGS  
 DG4189_PROJECTION: FLUSH
 DG4189_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4189+STABILITY: SURFACE MOTION
 DG4189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4189+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG4189
 DG4189  HISTORY     - Date     Condition        Report By
 DG4189  HISTORY     - 1974     MONUMENTED       USGS
 DG4189  HISTORY     - 20031103 GOOD             ILDT
 DG4189
 DG4189                          STATION DESCRIPTION
 DG4189
 DG4189'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG4189'TO REACH FROM THE JUNCTION OF INTERSTATE 155 AND IL ROUTE 136 GO
 DG4189'WEST ALONG RT. 136 1.87 MILES TO A CROSSROADS (600AV). TURN RIGHT
 DG4189'(NORTH) AND GO 1.0 MILE ALONG 600AV. TO A CROSSROADS (2800ST) AND
 DG4189'STATION ON THE LEFT IN NORTHWEST QUAD. OF INTERSECTION. STATION IS
 DG4189'BURIED 3 IN.  STATION IS 41.9 FT. WEST OF 600AV. IT IS 18.5 FT.
 DG4189'NORTH OF 2800 ST. IT IS 40.6 FT. NORTHWEST OF A STOP SIGN POST. IT
 DG4189'IS 72.5 FT. WEST OF A POWER POLE. IT IS 3.3 FT. WEST OF A GUY
 DG4189'POLE. IT IS 4.9 FT. SOUTHWEST OF A WOODEN FENCE POST AND 1.0 FT.
 DG4189'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0156 ***********************************************************************
 LC0156  DESIGNATION -  8 LES
 LC0156  PID         -  LC0156
 LC0156  STATE/COUNTY-  IL/CHAMPAIGN
 LC0156  USGS QUAD   -  URBANA (1975)
 LC0156
 LC0156                         *CURRENT SURVEY CONTROL
 LC0156  ___________________________________________________________________
 LC0156* NAD 83(1986)-  40 05 52.     (N)    088 14 19.     (W)     SCALED    
 LC0156* NAVD 88     -       224.363  (meters)     736.10   (feet)  ADJUSTED  
 LC0156  ___________________________________________________________________
 LC0156  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0156  DYNAMIC HT  -         224.249 (meters)     735.72  (feet)  COMP
 LC0156  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 LC0156
 LC0156  VERT ORDER  -  FIRST     CLASS II
 LC0156
 LC0156.The horizontal coordinates were scaled from a topographic map and have
 LC0156.an estimated accuracy of +/- 6 seconds.
 LC0156
 LC0156.The orthometric height was determined by differential leveling
 LC0156.and adjusted by the National Geodetic Survey in June 1991..
 LC0156
 LC0156.The geoid height was determined by GEOID03.
 LC0156
 LC0156.The dynamic height is computed by dividing the NAVD 88
 LC0156.geopotential number by the normal gravity value computed on the
 LC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0156.degrees latitude (g = 980.6199 gals.).
 LC0156
 LC0156.The modeled gravity was interpolated from observed gravity values.
 LC0156
 LC0156;                    North         East    Units  Estimated Accuracy
 LC0156;SPC IL E     -   380,860.      308,080.      MT  (+/- 180 meters Scaled)
 LC0156
 LC0156                          SUPERSEDED SURVEY CONTROL
 LC0156
 LC0156  NGVD 29 (??/??/92)  224.400  (m)          736.22   (f) ADJ UNCH    1 2
 LC0156
 LC0156.Superseded values are not recommended for survey control.
 LC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0156.See file dsdata.txt to determine how the superseded data were derived.
 LC0156
 LC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK944393(NAD 83)
 LC0156_MARKER: DD = SURVEY DISK
 LC0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0156_STAMPING: 8 LES 1948
 LC0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0156+STABILITY: SURFACE MOTION
 LC0156
 LC0156  HISTORY     - Date     Condition        Report By
 LC0156  HISTORY     - 1948     MONUMENTED       USGS
 LC0156  HISTORY     - 1954     GOOD             NGS
 LC0156  HISTORY     - 1973     POOR             NGS
 LC0156  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0156  HISTORY     - 20051202 MARK NOT FOUND   ILDT
 LC0156
 LC0156                          STATION DESCRIPTION
 LC0156
 LC0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0156'AT CHAMPAIGN.
 LC0156'AT CHAMPAIGN, ABOUT 0.1 MILE SOUTH ALONG SOUTH FIRST STREET FROM
 LC0156'THE UNIVERSITY OF ILLINOIS STADIUM, 3 1/2 FEET WEST OF WEST CURB
 LC0156'OF SOUTH FIRST STREET, 9 1/2 FEET SOUTH OF THE EXTENDED SOUTH CURB
 LC0156'LINE OF FLORIDA AVENUE LEADING EAST, 55 FEET SOUTH OF SOUTH CURB
 LC0156'LINE OF FLORIDA AVENUE LEADING WEST, ABOUT 1 FOOT ABOVE LEVEL OF
 LC0156'STREET AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 LC0156'GROUND.
 LC0156
 LC0156                          STATION RECOVERY (1973)
 LC0156
 LC0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0156'MARK RECOVERED IN POOR CONDITION.
 LC0156
 LC0156                          STATION RECOVERY (1986)
 LC0156
 LC0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0156'MARK NOT FOUND.
 LC0156
 LC0156                          STATION RECOVERY (2005)
 LC0156
 LC0156'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0353 ***********************************************************************
 MF0353  DESIGNATION -  8 W
 MF0353  PID         -  MF0353
 MF0353  STATE/COUNTY-  IL/LA SALLE
 MF0353  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0353
 MF0353                         *CURRENT SURVEY CONTROL
 MF0353  ___________________________________________________________________
 MF0353* NAD 83(1986)-  41 07 22.     (N)    088 49 46.     (W)     SCALED    
 MF0353* NAVD 88     -       190.413  (meters)     624.71   (feet)  ADJUSTED  
 MF0353  ___________________________________________________________________
 MF0353  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MF0353  DYNAMIC HT  -         190.335 (meters)     624.46  (feet)  COMP
 MF0353  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 MF0353
 MF0353  VERT ORDER  -  SECOND    CLASS 0
 MF0353
 MF0353.The horizontal coordinates were scaled from a topographic map and have
 MF0353.an estimated accuracy of +/- 6 seconds.
 MF0353
 MF0353.The orthometric height was determined by differential leveling
 MF0353.and adjusted by the National Geodetic Survey in June 1991..
 MF0353
 MF0353.The geoid height was determined by GEOID03.
 MF0353
 MF0353.The dynamic height is computed by dividing the NAVD 88
 MF0353.geopotential number by the normal gravity value computed on the
 MF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0353.degrees latitude (g = 980.6199 gals.).
 MF0353
 MF0353.The modeled gravity was interpolated from observed gravity values.
 MF0353
 MF0353;                    North         East    Units  Estimated Accuracy
 MF0353;SPC IL E     -   494,800.      258,340.      MT  (+/- 180 meters Scaled)
 MF0353
 MF0353                          SUPERSEDED SURVEY CONTROL
 MF0353
 MF0353  NGVD 29 (??/??/92)  190.474  (m)          624.91   (f) ADJ UNCH    2 0
 MF0353
 MF0353.Superseded values are not recommended for survey control.
 MF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0353.See file dsdata.txt to determine how the superseded data were derived.
 MF0353
 MF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL464540(NAD 83)
 MF0353_MARKER: DB = BENCH MARK DISK
 MF0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0353_SP_SET: FOUNDATION
 MF0353_STAMPING: 8 W 1924
 MF0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0353+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 MF0353
 MF0353  HISTORY     - Date     Condition        Report By
 MF0353  HISTORY     - 1924     MONUMENTED       USGS
 MF0353  HISTORY     - 1941     GOOD             NGS
 MF0353  HISTORY     - 19970808 GOOD             USPSQD
 MF0353  HISTORY     - 20020923 GOOD             USPSQD
 MF0353
 MF0353                          STATION DESCRIPTION
 MF0353
 MF0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MF0353'AT STREATOR.
 MF0353'AT STREATOR, LA SALLE COUNTY, AT THE POST OFFICE, 21 FEET EAST
 MF0353'OF THE NORTH (FRONT) ENTRANCE, IN THE NORTH-EAST CORNER OF THE
 MF0353'LIMESTONE BUILDING, AND ABOUT 4 FEET ABOVE THE SIDEWALK.  A
 MF0353'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8 W 1924
 MF0353'AND SET VERTICALLY.  NOTE--IT WAS REPORTED IN APRIL 1941 THAT THIS
 MF0353'MARK IS 56 INCHES ABOVE THE SIDEWALK.
 MF0353
 MF0353                          STATION RECOVERY (1997)
 MF0353
 MF0353'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0353'RECOVERED IN GOOD CONDITION.
 MF0353
 MF0353                          STATION RECOVERY (2002)
 MF0353
 MF0353'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0060 ***********************************************************************
 MF0060  DESIGNATION -  804.4
 MF0060  PID         -  MF0060
 MF0060  STATE/COUNTY-  IL/COOK
 MF0060  USGS QUAD   -  LOMBARD (1993)
 MF0060
 MF0060                         *CURRENT SURVEY CONTROL
 MF0060  ___________________________________________________________________
 MF0060* NAD 83(1986)-  41 59 47.     (N)    088 07 00.     (W)     SCALED    
 MF0060* NAVD 88     -       245.237  (meters)     804.58   (feet)  ADJUSTED  
 MF0060  ___________________________________________________________________
 MF0060  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MF0060  DYNAMIC HT  -         245.152 (meters)     804.30  (feet)  COMP
 MF0060  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 MF0060
 MF0060  VERT ORDER  -  FIRST     CLASS I
 MF0060
 MF0060.The horizontal coordinates were scaled from a topographic map and have
 MF0060.an estimated accuracy of +/- 6 seconds.
 MF0060
 MF0060.The orthometric height was determined by differential leveling
 MF0060.and adjusted by the National Geodetic Survey in June 1991..
 MF0060
 MF0060.The geoid height was determined by GEOID03.
 MF0060
 MF0060.The dynamic height is computed by dividing the NAVD 88
 MF0060.geopotential number by the normal gravity value computed on the
 MF0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0060.degrees latitude (g = 980.6199 gals.).
 MF0060
 MF0060.The modeled gravity was interpolated from observed gravity values.
 MF0060
 MF0060;                    North         East    Units  Estimated Accuracy
 MF0060;SPC IL E     -   591,720.      317,950.      MT  (+/- 180 meters Scaled)
 MF0060
 MF0060                          SUPERSEDED SURVEY CONTROL
 MF0060
 MF0060  NGVD 29 (??/??/92)  245.321  (m)          804.86   (f) ADJ UNCH    1 1
 MF0060
 MF0060.Superseded values are not recommended for survey control.
 MF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0060.See file dsdata.txt to determine how the superseded data were derived.
 MF0060
 MF0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM075499(NAD 83)
 MF0060_MARKER: Q = CHISELED SQUARE
 MF0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0060_SP_SET: CULVERT
 MF0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0060
 MF0060  HISTORY     - Date     Condition        Report By
 MF0060  HISTORY     - UNK      MONUMENTED       USGS
 MF0060  HISTORY     - 1969     GOOD             NGS
 MF0060  HISTORY     - 1987     GOOD             USPSQD
 MF0060
 MF0060                          STATION DESCRIPTION
 MF0060
 MF0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0060'2.2 MI NW FROM ROSELLE.
 MF0060'ABOUT 2.2 MILES NORTHWEST ALONG STATE HIGHWAY 19 WHICH IS
 MF0060'IRVING PARK ROAD FROM THE ROSELLE STATE BANK AT ROSELLE, OR ABOUT
 MF0060'0.9 MILE EAST ALONG STATE HIGHWAY 19 WHICH IS IRVING PARK ROAD
 MF0060'FROM THE INTERSECTION OF THE HIGHWAY AND BARRINGTON ROAD AT
 MF0060'HANOVER PARK, THENCE 0.45 MILE EAST ALONG WISE ROAD, THENCE
 MF0060'0.45 MILE SOUTH ALONG SPRING SOUTH ROAD, THENCE 0.15 MILE EAST
 MF0060'ALONG STATE HIGHWAY 19 WHICH IS IRVING PARK ROAD, 25 FEET
 MF0060'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, A SQUARE CHISELED
 MF0060'ON THE CENTER OF THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF AN
 MF0060'18-INCH PIPE CULVERT UNDER THE HIGHWAY, 160 FEET SOUTHEAST OF
 MF0060'THE CENTER LINE OF A PRIVATE DRIVEWAY WHICH LEADS SOUTHWEST, 53
 MF0060'FEET SOUTHEAST OF THE PROJECTED CENTER LINE OF PLEASANT DRIVE,
 MF0060'AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  SEC 32,
 MF0060'T 41N, R 10E.
 MF0060
 MF0060                          STATION RECOVERY (1987)
 MF0060
 MF0060'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMB)
 MF0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9267 ***********************************************************************
 AF9267  CBN         -  This is a Cooperative Base Network Control Station.
 AF9267  DESIGNATION -  8054
 AF9267  PID         -  AF9267
 AF9267  STATE/COUNTY-  IL/HENDERSON
 AF9267  USGS QUAD   -  SEATON (1982)
 AF9267
 AF9267                         *CURRENT SURVEY CONTROL
 AF9267  ___________________________________________________________________
 AF9267* NAD 83(1997)-  41 01 06.51588(N)    090 51 03.28681(W)     ADJUSTED  
 AF9267* NAVD 88     -       193.0    (meters)     633.     (feet)  GPS OBS   
 AF9267  ___________________________________________________________________
 AF9267  X           -     -71,570.888 (meters)                     COMP
 AF9267  Y           -  -4,818,833.801 (meters)                     COMP
 AF9267  Z           -   4,164,076.545 (meters)                     COMP
 AF9267  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AF9267  ELLIP HEIGHT-         159.94  (meters)          (10/15/04) GPS OBS
 AF9267  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AF9267
 AF9267  HORZ ORDER  -  B
 AF9267  ELLP ORDER  -  FOURTH    CLASS II
 AF9267
 AF9267.The horizontal coordinates were established by GPS observations
 AF9267.and adjusted by the National Geodetic Survey in July 1998..
 AF9267
 AF9267.The orthometric height was determined by GPS observations and a
 AF9267.high-resolution geoid model.
 AF9267
 AF9267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9267
 AF9267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9267
 AF9267.The ellipsoidal height was determined by GPS observations
 AF9267.and is referenced to NAD 83.
 AF9267
 AF9267.The geoid height was determined by GEOID03.
 AF9267
 AF9267;                    North         East     Units Scale Factor Converg.
 AF9267;SPC IL W     -   483,302.849   642,450.080   MT  0.99998192   -0 26 56.7
 AF9267;SPC IL W     - 1,585,636.10  2,107,771.64   sFT  0.99998192   -0 26 56.7
 AF9267;UTM  15      - 4,543,032.818   680,696.979   MT  1.00000188   +1 24 39.0
 AF9267
 AF9267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9267!SPC IL W     -   0.99997491  x   0.99998192  =   0.99995683
 AF9267!UTM  15      -   0.99997491  x   1.00000188  =   0.99997679
 AF9267
 AF9267                          SUPERSEDED SURVEY CONTROL
 AF9267
 AF9267  ELLIP H (07/17/98)  159.97   (m)                       GP(       ) 4 1
 AF9267
 AF9267.Superseded values are not recommended for survey control.
 AF9267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9267.See file dsdata.txt to determine how the superseded data were derived.
 AF9267
 AF9267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8069743033(NAD 83)
 AF9267_MARKER: I = METAL ROD
 AF9267_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9267_STAMPING: 8054
 AF9267_MARK LOGO: ILDT  
 AF9267_PROJECTION: FLUSH
 AF9267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9267+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF9267_ROD/PIPE-DEPTH: 3.7  meters
 AF9267_SLEEVE-DEPTH  : 1.0 meters
 AF9267
 AF9267  HISTORY     - Date     Condition        Report By
 AF9267  HISTORY     - 1995     MONUMENTED       ASCPC
 AF9267
 AF9267                          STATION DESCRIPTION
 AF9267
 AF9267'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AF9267'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF LITTLE YORK.  TO
 AF9267'REACH FROM THE JUNCTION OF STATE ROUTES 94 AND 135, 0.9 MI (1.4 KM)
 AF9267'NORTH OF LITTLE YORK, GO WEST ON ROUTE 94 FOR 5.5 MI (8.9 KM) TO THE
 AF9267'STATION ON THE LEFT AT THE EAST END OF A 90-DEGREE CURVE IN THE
 AF9267'HIGHWAY TO THE SOUTH, ABOUT 80 M (262.5 FT) WEST OF THE EXTENDED
 AF9267'CENTER OF A GRAVEL DRIVE TO A WHITE TWO-STORY FRAME HOUSE ON THE NORTH
 AF9267'SIDE OF THE HIGHWAY, 170 M (557.7 FT) EAST OF THE BALD BLUFF TOWN HALL
 AF9267'MIDWAY THROUGH AND ON THE OUTSIDE OF THE CURVE, 10.8 M (35.4 FT) SOUTH
 AF9267'OF THE CENTER OF THE HIGHWAY, 23.9 M (78.4 FT) SOUTHEAST OF BALD BLUFF
 AF9267'ROAD SIGN ON THE NORTH SIDE OF THE HIGHWAY, 35.7 M (117.1 FT)
 AF9267'WEST-SOUTHWEST OF NORTH ILLINOIS 94 SIGN, 13.7 M (44.9 FT) EAST OF A
 AF9267'CONCRETE RIGHT-OF-WAY MARKER, AND 2.2 M (7.2 FT) NORTH OF A FENCE
 AF9267'LINE.  NOTE--ACCESS TO THE STATION POINT IS THROUGH A 6-INCH ACCESS
 AF9267'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0066 ***********************************************************************
 MF0066  DESIGNATION -  807 RESET 1960
 MF0066  PID         -  MF0066
 MF0066  STATE/COUNTY-  IL/COOK
 MF0066  USGS QUAD   -  WEST CHICAGO (1993)
 MF0066
 MF0066                         *CURRENT SURVEY CONTROL
 MF0066  ___________________________________________________________________
 MF0066* NAD 83(1986)-  41 59 35.     (N)    088 11 15.     (W)     SCALED    
 MF0066* NAVD 88     -       246.111  (meters)     807.45   (feet)  ADJUSTED  
 MF0066  ___________________________________________________________________
 MF0066  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MF0066  DYNAMIC HT  -         246.026 (meters)     807.17  (feet)  COMP
 MF0066  MODELED GRAV-     980,272.0   (mgal)                       NAVD 88
 MF0066
 MF0066  VERT ORDER  -  FIRST     CLASS I
 MF0066
 MF0066.The horizontal coordinates were scaled from a topographic map and have
 MF0066.an estimated accuracy of +/- 6 seconds.
 MF0066
 MF0066.The orthometric height was determined by differential leveling
 MF0066.and adjusted by the National Geodetic Survey in June 1991..
 MF0066.WARNING-Repeat measurements at this control monument indicate possible
 MF0066.vertical movement.
 MF0066
 MF0066.The geoid height was determined by GEOID03.
 MF0066
 MF0066.The dynamic height is computed by dividing the NAVD 88
 MF0066.geopotential number by the normal gravity value computed on the
 MF0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0066.degrees latitude (g = 980.6199 gals.).
 MF0066
 MF0066.The modeled gravity was interpolated from observed gravity values.
 MF0066
 MF0066;                    North         East    Units  Estimated Accuracy
 MF0066;SPC IL E     -   591,340.      312,080.      MT  (+/- 180 meters Scaled)
 MF0066
 MF0066                          SUPERSEDED SURVEY CONTROL
 MF0066
 MF0066  NGVD 29 (??/??/92)  246.191  (m)          807.71   (f) ADJ UNCH    1 1
 MF0066
 MF0066.Superseded values are not recommended for survey control.
 MF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0066.See file dsdata.txt to determine how the superseded data were derived.
 MF0066
 MF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM016496(NAD 83)
 MF0066_MARKER: DD = SURVEY DISK
 MF0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0066_SP_SET: BUILDING
 MF0066_STAMPING: 807 RESET 1960
 MF0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0066
 MF0066  HISTORY     - Date     Condition        Report By
 MF0066  HISTORY     - 1960     MONUMENTED       USGS
 MF0066  HISTORY     - 1969     GOOD             NGS
 MF0066  HISTORY     - 20041108 POOR             GEOCAC
 MF0066
 MF0066                          STATION DESCRIPTION
 MF0066
 MF0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0066'AT BARTLETT.
 MF0066'AT BARTLETT, 250 YARDS NORTHWEST OF THE CHICAGO, MILWAUKEE,
 MF0066'ST. PAUL, AND PACIFIC RAILROAD STATION, 82 FEET WEST OF THE
 MF0066'CENTER LINE OF HICKORY AVENUE, 35 FEET SOUTH OF THE CENTER LINE
 MF0066'OF ONEIDA AVENUE, SET VERTICALLY IN THE NORTH BRICK FACE OF A
 MF0066'BRICK BUILDING WHICH IS OCCUPIED BY A SELF-SERVICE LAUNDRY,
 MF0066'0.8 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND
 MF0066'ABOUT LEVEL WITH THE SIDEWALK.  SEC 34, T 41N, R 9E.
 MF0066
 MF0066                          STATION RECOVERY (2004)
 MF0066
 MF0066'RECOVERY NOTE BY GEOCACHING 2004 (MUP)
 MF0066'BOTTOM THIRD OF THE DISK IS MISSING, APPARENTLY DAMAGED DURING
 MF0066'SIDEWALK CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0193 ***********************************************************************
 NH0193  DESIGNATION -  809 USGS
 NH0193  PID         -  NH0193
 NH0193  STATE/COUNTY-  IL/KANE
 NH0193  USGS QUAD   -  ELGIN (1992)
 NH0193
 NH0193                         *CURRENT SURVEY CONTROL
 NH0193  ___________________________________________________________________
 NH0193* NAD 83(1986)-  42 03 25.     (N)    088 16 00.     (W)     SCALED    
 NH0193* NAVD 88     -       246.618  (meters)     809.11   (feet)  ADJUSTED  
 NH0193  ___________________________________________________________________
 NH0193  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NH0193  DYNAMIC HT  -         246.533 (meters)     808.83  (feet)  COMP
 NH0193  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 NH0193
 NH0193  VERT ORDER  -  SECOND    CLASS 0
 NH0193
 NH0193.The horizontal coordinates were scaled from a topographic map and have
 NH0193.an estimated accuracy of +/- 6 seconds.
 NH0193
 NH0193.The orthometric height was determined by differential leveling
 NH0193.and adjusted by the National Geodetic Survey in June 1991..
 NH0193
 NH0193.The geoid height was determined by GEOID03.
 NH0193
 NH0193.The dynamic height is computed by dividing the NAVD 88
 NH0193.geopotential number by the normal gravity value computed on the
 NH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0193.degrees latitude (g = 980.6199 gals.).
 NH0193
 NH0193.The modeled gravity was interpolated from observed gravity values.
 NH0193
 NH0193;                    North         East    Units  Estimated Accuracy
 NH0193;SPC IL E     -   598,430.      305,520.      MT  (+/- 180 meters Scaled)
 NH0193
 NH0193                          SUPERSEDED SURVEY CONTROL
 NH0193
 NH0193  NGVD 29 (??/??/92)  246.695  (m)          809.37   (f) ADJ UNCH    2 0
 NH0193
 NH0193.Superseded values are not recommended for survey control.
 NH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0193.See file dsdata.txt to determine how the superseded data were derived.
 NH0193
 NH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM951568(NAD 83)
 NH0193_MARKER: DD = SURVEY DISK
 NH0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0193_SP_SET: BUILDING
 NH0193_STAMPING: 809 1919
 NH0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0193
 NH0193  HISTORY     - Date     Condition        Report By
 NH0193  HISTORY     - 1919     MONUMENTED       USGS
 NH0193  HISTORY     - 1960     GOOD             NGS
 NH0193  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH0193
 NH0193                          STATION DESCRIPTION
 NH0193
 NH0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0193'AT ELGIN.
 NH0193'AT ELGIN, AT THE INTERSECTION OF DUNDEE AND CONGDON AVENUE, SET
 NH0193'VERTICALLY IN THE WEST FACE OF THE SOUTHWEST CORNER OF BRODY
 NH0193'COMPANY BUILDING (AN OLD SHOE FACTORY), 87 FEET SOUTHEAST OF THE
 NH0193'SOUTHEAST CURB LINE OF DUNDEE AVENUE, 105 FEET NORTH OF THE
 NH0193'NORTH CURB LINE OF CONGDON AVENUE, 13 FEET SOUTHEAST OF THE
 NH0193'NORTH CORNER OF A CONCRETE BLOCK SHELL SERVICE STATION BUILDING,
 NH0193'1 FOOT NORTH OF THE SOUTHWEST CORNER OF BUILDING, 2 FEET ABOVE
 NH0193'THE LEVEL OF THE GROUND, AND ABOUT LEVEL WITH DUNDEE AVENUE.
 NH0193
 NH0193                          STATION RECOVERY (1998)
 NH0193
 NH0193'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1467 ***********************************************************************
 MF1467  DESIGNATION -  828
 MF1467  PID         -  MF1467
 MF1467  STATE/COUNTY-  IL/LA SALLE
 MF1467  USGS QUAD   -  STARVED ROCK (1970)
 MF1467
 MF1467                         *CURRENT SURVEY CONTROL
 MF1467  ___________________________________________________________________
 MF1467* NAD 83(1997)-  41 21 36.16104(N)    088 57 09.39637(W)     ADJUSTED  
 MF1467* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 MF1467  ___________________________________________________________________
 MF1467  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MF1467  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1467
 MF1467  HORZ ORDER  -  SECOND
 MF1467
 MF1467.The horizontal coordinates were established by classical geodetic methods
 MF1467.and adjusted by the National Geodetic Survey in October 1999..
 MF1467
 MF1467.The orthometric height was scaled from a topographic map.
 MF1467
 MF1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1467
 MF1467.The geoid height was determined by GEOID03.
 MF1467
 MF1467;                    North         East     Units Scale Factor Converg.
 MF1467;SPC IL E     -   521,211.471   248,182.759   MT  1.00000803   -0 24 33.2
 MF1467;SPC IL E     - 1,710,007.97    814,246.27   sFT  1.00000803   -0 24 33.2
 MF1467;UTM  16      - 4,580,566.058   336,675.303   MT  0.99992829   -1 17 26.0
 MF1467
 MF1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1467!SPC IL E     -   0.99997521  x   1.00000803  =   0.99998324
 MF1467!UTM  16      -   0.99997521  x   0.99992829  =   0.99990351
 MF1467
 MF1467                          SUPERSEDED SURVEY CONTROL
 MF1467
 MF1467  NAD 83(1986)-  41 21 36.16735(N)    088 57 09.40481(W) AD(       ) 2
 MF1467  NAD 27      -  41 21 36.04490(N)    088 57 09.12030(W) AD(       ) 2
 MF1467
 MF1467.Superseded values are not recommended for survey control.
 MF1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1467.See file dsdata.txt to determine how the superseded data were derived.
 MF1467
 MF1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3667580566(NAD 83)
 MF1467_MARKER: P = PIPE CAP
 MF1467_SETTING: 0 = UNSPECIFIED SETTING
 MF1467
 MF1467  HISTORY     - Date     Condition        Report By
 MF1467  HISTORY     - 1954     MONUMENTED       USGS
 MF1467  HISTORY     - 19970820 POOR             USPSQD
 MF1467  HISTORY     - 19980710 MARK NOT FOUND   USPSQD
 MF1467  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF1467
 MF1467                          STATION DESCRIPTION
 MF1467
 MF1467'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MF1467'(USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 37 FEET SOUTH
 MF1467'OF AN EAST-WEST GRAVEL ROAD, 30 FEET WEST OF A NORTH-SOUTH
 MF1467'GRAVEL ROAD AND 2 FEET SOUTHWEST OF A 6 INCH ASH TREE.  THE
 MF1467'MARK IS A ROUND 3 INCH IRON PIPE THAT PROJECTS 6 INCHES
 MF1467'WITH A STANDARD U.S.G.S. CAP IN THE TOP STAMPED ILL. 828
 MF1467'(FEET ABOVE SEA LEVEL) DATUM.
 MF1467
 MF1467                          STATION RECOVERY (1997)
 MF1467
 MF1467'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1467'MARK RECOVERED IN POOR CONDITION.
 MF1467
 MF1467                          STATION RECOVERY (1998)
 MF1467
 MF1467'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1467'MARK NOT FOUND.
 MF1467
 MF1467                          STATION RECOVERY (2002)
 MF1467
 MF1467'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0652 ***********************************************************************
 MF0652  DESIGNATION -  836.2 USGS
 MF0652  PID         -  MF0652
 MF0652  STATE/COUNTY-  IL/LEE
 MF0652  USGS QUAD   -  MENDOTA WEST (1982)
 MF0652
 MF0652                         *CURRENT SURVEY CONTROL
 MF0652  ___________________________________________________________________
 MF0652* NAD 83(1986)-  41 36 57.     (N)    089 11 38.     (W)     SCALED    
 MF0652* NAVD 88     -       254.721  (meters)     835.70   (feet)  ADJUSTED  
 MF0652  ___________________________________________________________________
 MF0652  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0652  DYNAMIC HT  -         254.621 (meters)     835.37  (feet)  COMP
 MF0652  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 MF0652
 MF0652  VERT ORDER  -  SECOND    CLASS 0
 MF0652
 MF0652.The horizontal coordinates were scaled from a topographic map and have
 MF0652.an estimated accuracy of +/- 6 seconds.
 MF0652
 MF0652.The orthometric height was determined by differential leveling
 MF0652.and adjusted by the National Geodetic Survey in June 1991..
 MF0652
 MF0652.The geoid height was determined by GEOID03.
 MF0652
 MF0652.The dynamic height is computed by dividing the NAVD 88
 MF0652.geopotential number by the normal gravity value computed on the
 MF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0652.degrees latitude (g = 980.6199 gals.).
 MF0652
 MF0652.The modeled gravity was interpolated from observed gravity values.
 MF0652
 MF0652;                    North         East    Units  Estimated Accuracy
 MF0652;SPC IL W     -   549,870.      781,070.      MT  (+/- 180 meters Scaled)
 MF0652
 MF0652                          SUPERSEDED SURVEY CONTROL
 MF0652
 MF0652  NGVD 29 (??/??/92)  254.773  (m)          835.87   (f) ADJ UNCH    2 0
 MF0652
 MF0652.Superseded values are not recommended for survey control.
 MF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0652.See file dsdata.txt to determine how the superseded data were derived.
 MF0652
 MF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM172094(NAD 83)
 MF0652_MARKER: Q = CHISELED SQUARE
 MF0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0652_SP_SET: CULVERT
 MF0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0652
 MF0652  HISTORY     - Date     Condition        Report By
 MF0652  HISTORY     - UNK      MONUMENTED       USGS
 MF0652  HISTORY     - 1934     GOOD             NGS
 MF0652  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF0652  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 MF0652
 MF0652                          STATION DESCRIPTION
 MF0652
 MF0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF0652'2.7 MI SE FROM SUBLETTE.
 MF0652'2.7 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 MF0652'CITY WATER TOWER AT SUBLETTE, LEE COUNTY, AT A ROAD CROSSING, 75
 MF0652'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AT A CONCRETE
 MF0652'CULVERT UNDER THE ROAD, AND ON THE TOP OF THE NORTHEAST END OF
 MF0652'THE NORTHWEST HEADWALL.  A CHISELED SQUARE.
 MF0652
 MF0652                          STATION RECOVERY (2002)
 MF0652
 MF0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0652'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0652
 MF0652                          STATION RECOVERY (2003)
 MF0652
 MF0652'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0195 ***********************************************************************
 KC0195  DESIGNATION -  841
 KC0195  PID         -  KC0195
 KC0195  STATE/COUNTY-  IL/PIKE
 KC0195  USGS QUAD   -  BAYLIS (1981)
 KC0195
 KC0195                         *CURRENT SURVEY CONTROL
 KC0195  ___________________________________________________________________
 KC0195* NAD 83(1986)-  39 43 42.     (N)    090 54 57.     (W)     SCALED    
 KC0195* NAVD 88     -       256.291  (meters)     840.85   (feet)  ADJUSTED  
 KC0195  ___________________________________________________________________
 KC0195  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0195  DYNAMIC HT  -         256.148 (meters)     840.38  (feet)  COMP
 KC0195  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 KC0195
 KC0195  VERT ORDER  -  SECOND    CLASS 0
 KC0195
 KC0195.The horizontal coordinates were scaled from a topographic map and have
 KC0195.an estimated accuracy of +/- 6 seconds.
 KC0195
 KC0195.The orthometric height was determined by differential leveling
 KC0195.and adjusted by the National Geodetic Survey in June 1991..
 KC0195
 KC0195.The geoid height was determined by GEOID03.
 KC0195
 KC0195.The dynamic height is computed by dividing the NAVD 88
 KC0195.geopotential number by the normal gravity value computed on the
 KC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0195.degrees latitude (g = 980.6199 gals.).
 KC0195
 KC0195.The modeled gravity was interpolated from observed gravity values.
 KC0195
 KC0195;                    North         East    Units  Estimated Accuracy
 KC0195;SPC IL W     -   340,090.      635,780.      MT  (+/- 180 meters Scaled)
 KC0195
 KC0195                          SUPERSEDED SURVEY CONTROL
 KC0195
 KC0195  NGVD 29 (??/??/92)  256.360  (m)          841.07   (f) ADJ UNCH    2 0
 KC0195
 KC0195.Superseded values are not recommended for survey control.
 KC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0195.See file dsdata.txt to determine how the superseded data were derived.
 KC0195
 KC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD786996(NAD 83)
 KC0195_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0195_STAMPING: ILL 841
 KC0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0195
 KC0195  HISTORY     - Date     Condition        Report By
 KC0195  HISTORY     - UNK      MONUMENTED       CGS
 KC0195  HISTORY     - 1935     GOOD             NGS
 KC0195
 KC0195                          STATION DESCRIPTION
 KC0195
 KC0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0195'AT BAYLIS.
 KC0195'AT THE WEST EDGE OF BAYLIS, PIKE COUNTY, 0.4 MILE WEST OF THE
 KC0195'WABASH RAILWAY STATION, 130 FEET NORTH OF THE CENTER OF THE
 KC0195'JUNCTION OF A ROAD LEADING WEST, ABOUT 400 FEET SOUTH OF THE
 KC0195'CENTERLINE OF THE TRACK, OPPOSITE THE JUNCTION OF A ROAD LEADING
 KC0195'EAST, AND 1-1/2 FEET EAST OF A FENCE.  A UNITED STATES GEOLOGICAL
 KC0195'SURVEY STANDARD CAP, STAMPED ILL 841 AND RIVETED ON THE TOP OF AN
 KC0195'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9268 ***********************************************************************
 AF9268  CBN         -  This is a Cooperative Base Network Control Station.
 AF9268  DESIGNATION -  8434
 AF9268  PID         -  AF9268
 AF9268  STATE/COUNTY-  IL/HENDERSON
 AF9268  USGS QUAD   -  STRONGHURST (1974)
 AF9268
 AF9268                         *CURRENT SURVEY CONTROL
 AF9268  ___________________________________________________________________
 AF9268* NAD 83(1997)-  40 41 02.37477(N)    090 54 12.29930(W)     ADJUSTED  
 AF9268* NAVD 88     -       234.1    (meters)     768.     (feet)  GPS OBS   
 AF9268  ___________________________________________________________________
 AF9268  X           -     -76,370.213 (meters)                     COMP
 AF9268  Y           -  -4,843,091.074 (meters)                     COMP
 AF9268  Z           -   4,136,005.887 (meters)                     COMP
 AF9268  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AF9268  ELLIP HEIGHT-         200.88  (meters)          (10/15/04) GPS OBS
 AF9268  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AF9268
 AF9268  HORZ ORDER  -  B
 AF9268  ELLP ORDER  -  FOURTH    CLASS II
 AF9268
 AF9268.The horizontal coordinates were established by GPS observations
 AF9268.and adjusted by the National Geodetic Survey in July 1998..
 AF9268
 AF9268.The orthometric height was determined by GPS observations and a
 AF9268.high-resolution geoid model.
 AF9268
 AF9268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9268
 AF9268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9268
 AF9268.The ellipsoidal height was determined by GPS observations
 AF9268.and is referenced to NAD 83.
 AF9268
 AF9268.The geoid height was determined by GEOID03.
 AF9268
 AF9268;                    North         East     Units Scale Factor Converg.
 AF9268;SPC IL W     -   446,195.771   637,721.716   MT  0.99998890   -0 28 49.1
 AF9268;SPC IL W     - 1,463,893.96  2,092,258.66   sFT  0.99998890   -0 28 49.1
 AF9268;UTM  15      - 4,505,791.886   677,171.351   MT  0.99998638   +1 22 01.5
 AF9268
 AF9268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9268!SPC IL W     -   0.99996849  x   0.99998890  =   0.99995739
 AF9268!UTM  15      -   0.99996849  x   0.99998638  =   0.99995487
 AF9268
 AF9268                          SUPERSEDED SURVEY CONTROL
 AF9268
 AF9268  ELLIP H (07/17/98)  200.90   (m)                       GP(       ) 4 1
 AF9268
 AF9268.Superseded values are not recommended for survey control.
 AF9268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9268.See file dsdata.txt to determine how the superseded data were derived.
 AF9268
 AF9268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF7717105792(NAD 83)
 AF9268_MARKER: I = METAL ROD
 AF9268_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9268_STAMPING: 8434
 AF9268_MARK LOGO: ILDT  
 AF9268_PROJECTION: FLUSH
 AF9268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9268+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF9268_ROD/PIPE-DEPTH: 3.7  meters
 AF9268_SLEEVE-DEPTH  : 1.0 meters
 AF9268
 AF9268  HISTORY     - Date     Condition        Report By
 AF9268  HISTORY     - 1995     MONUMENTED       ASCPC
 AF9268
 AF9268                          STATION DESCRIPTION
 AF9268
 AF9268'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AF9268'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-NORTHEAST OF TERRE
 AF9268'HAUTE AND 4.3 MI (6.9 KM) SOUTH OF STRONGHURST.  TO REACH FROM THE
 AF9268'JUNCTION OF STATE ROUTES 94 AND 116, ABOUT 1.7 MI (2.7 KM) NORTH OF
 AF9268'STRONGHURST, GO SOUTH ON ROUTE 94, THROUGH STRONGHURST, FOR 6.0 MI
 AF9268'(9.7 KM) TO THE STATION ON THE LEFT, ON THE OUTSIDE OF A 90-DEGREE
 AF9268'CURVE IN THE HIGHWAY TO THE WEST, 21.0 M (68.9 FT) EAST-SOUTHEAST OF
 AF9268'THE CENTER OF ROUTE 94, 6.6 M (21.7 FT) EAST OF CENTER OF COUNTY ROAD
 AF9268'1500E, ABOUT 103 M (337.9 FT) NORTH OF THE CENTER OF A DIRT ROAD EAST
 AF9268'(ROAD 300N) , 25.2 M (82.7 FT) NORTHEAST OF A POWER POLE ON THE WEST
 AF9268'SIDE OF ROAD 1500E, 16.2 M (53.1 FT) EAST OF A METAL POST FOR CURVE
 AF9268'WARNING SIGN, 9.7 M (31.8 FT) SOUTH OF A TELEPHONE CABLE SPLICE BOX,
 AF9268'AND 1.0 M (3.3 FT) WEST OF THE EDGE OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0434 ***********************************************************************
 LC0434  DESIGNATION -  854.93
 LC0434  PID         -  LC0434
 LC0434  STATE/COUNTY-  IL/MCLEAN
 LC0434  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0434
 LC0434                         *CURRENT SURVEY CONTROL
 LC0434  ___________________________________________________________________
 LC0434* NAD 83(1986)-  40 29 16.     (N)    088 55 28.     (W)     SCALED    
 LC0434* NAVD 88     -       260.505  (meters)     854.67   (feet)  ADJUSTED  
 LC0434  ___________________________________________________________________
 LC0434  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0434  DYNAMIC HT  -         260.383 (meters)     854.27  (feet)  COMP
 LC0434  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 LC0434
 LC0434  VERT ORDER  -  FIRST     CLASS II
 LC0434
 LC0434.This mark is at Bloomington/normal Airport (BMI)
 LC0434
 LC0434.The horizontal coordinates were scaled from a topographic map and have
 LC0434.an estimated accuracy of +/- 6 seconds.
 LC0434
 LC0434.The orthometric height was determined by differential leveling
 LC0434.and adjusted by the National Geodetic Survey in June 1991..
 LC0434
 LC0434.The geoid height was determined by GEOID03.
 LC0434
 LC0434.The dynamic height is computed by dividing the NAVD 88
 LC0434.geopotential number by the normal gravity value computed on the
 LC0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0434.degrees latitude (g = 980.6199 gals.).
 LC0434
 LC0434.The modeled gravity was interpolated from observed gravity values.
 LC0434
 LC0434;                    North         East    Units  Estimated Accuracy
 LC0434;SPC IL E     -   424,330.      249,890.      MT  (+/- 180 meters Scaled)
 LC0434
 LC0434                          SUPERSEDED SURVEY CONTROL
 LC0434
 LC0434  NGVD 29 (??/??/92)  260.567  (m)          854.88   (f) ADJ UNCH    1 2
 LC0434
 LC0434.Superseded values are not recommended for survey control.
 LC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0434.See file dsdata.txt to determine how the superseded data were derived.
 LC0434
 LC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK369836(NAD 83)
 LC0434_MARKER: Q = CHISELED SQUARE
 LC0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0434_SP_SET: BUILDING
 LC0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0434
 LC0434  HISTORY     - Date     Condition        Report By
 LC0434  HISTORY     - UNK      MONUMENTED       IL0840
 LC0434  HISTORY     - 1969     GOOD             NGS
 LC0434  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LC0434
 LC0434                          STATION DESCRIPTION
 LC0434
 LC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0434'6.7 MI E FROM BLOOMINGTON.
 LC0434'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0434'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 1.45 MILES SOUTH ALONG
 LC0434'THE ILLINOIS CENTRAL RAILROAD, THENCE 3.15 MILES NORTHEAST ALONG
 LC0434'U.S. HIGHWAY 66, THENCE 1.5 MILES EAST ALONG STATE HIGHWAY 9,
 LC0434'AT THE BLOOMINGTON-NORMAL AIRPORT, A CHISELED SQUARE IN THE TOP
 LC0434'OF THE EAST END OF A CONCRETE SILL AT THE MORE WESTERLY OF 2
 LC0434'DOORWAYS AT THE SOUTHWEST ENTRANCE TO THE ADMINISTRATION BUILDING,
 LC0434'7.5 FEET EAST OF THE SOUHTWEST CORNER OF THE BUILDING, AND ABOUT
 LC0434'1/2 FOOT ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- THE SQUARE IS
 LC0434'SURROUNDED BY THE LETTERS 854.93 BM CUT IN CONCRETE.  SEC 1,
 LC0434'T23N, R2E
 LC0434
 LC0434                          STATION RECOVERY (1989)
 LC0434
 LC0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 LC0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0459 ***********************************************************************
 MF0459  DESIGNATION -  855 USGS
 MF0459  PID         -  MF0459
 MF0459  STATE/COUNTY-  IL/DE KALB
 MF0459  USGS QUAD   -  DE KALB (1980)
 MF0459
 MF0459                         *CURRENT SURVEY CONTROL
 MF0459  ___________________________________________________________________
 MF0459* NAD 83(1986)-  41 55 36.     (N)    088 45 08.     (W)     SCALED    
 MF0459* NAVD 88     -       260.587  (meters)     854.94   (feet)  ADJUSTED  
 MF0459  ___________________________________________________________________
 MF0459  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0459  DYNAMIC HT  -         260.496 (meters)     854.64  (feet)  COMP
 MF0459  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 MF0459
 MF0459  VERT ORDER  -  SECOND    CLASS 0
 MF0459
 MF0459.The horizontal coordinates were scaled from a topographic map and have
 MF0459.an estimated accuracy of +/- 6 seconds.
 MF0459
 MF0459.The orthometric height was determined by differential leveling
 MF0459.and adjusted by the National Geodetic Survey in June 1991..
 MF0459
 MF0459.The geoid height was determined by GEOID03.
 MF0459
 MF0459.The dynamic height is computed by dividing the NAVD 88
 MF0459.geopotential number by the normal gravity value computed on the
 MF0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0459.degrees latitude (g = 980.6199 gals.).
 MF0459
 MF0459.The modeled gravity was interpolated from observed gravity values.
 MF0459
 MF0459;                    North         East    Units  Estimated Accuracy
 MF0459;SPC IL E     -   584,040.      265,260.      MT  (+/- 180 meters Scaled)
 MF0459
 MF0459                          SUPERSEDED SURVEY CONTROL
 MF0459
 MF0459  NGVD 29 (??/??/92)  260.631  (m)          855.09   (f) ADJ UNCH    2 0
 MF0459
 MF0459.Superseded values are not recommended for survey control.
 MF0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0459.See file dsdata.txt to determine how the superseded data were derived.
 MF0459
 MF0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM547431(NAD 83)
 MF0459_MARKER: DD = SURVEY DISK
 MF0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0459+STABILITY: SURFACE MOTION
 MF0459
 MF0459  HISTORY     - Date     Condition        Report By
 MF0459  HISTORY     - UNK      MONUMENTED       USGS
 MF0459  HISTORY     - 1935     GOOD             NGS
 MF0459  HISTORY     - 1987     GOOD             USPSQD
 MF0459  HISTORY     - 19961104 POOR             USPSQD
 MF0459
 MF0459                          STATION DESCRIPTION
 MF0459
 MF0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MF0459'AT DE KALB.
 MF0459'AT DE KALB, DE KALB COUNTY, AT THE INTERSECTION OF DE KALB AND
 MF0459'SYCAMORE AVENUES, AT THE HIGH SCHOOL, AT THE SOUTHWEST CORNER OF
 MF0459'THE YARD, AND JUST EAST OF A 2- BY 2-FOOT BRICK GATEPOST.  A
 MF0459'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP
 MF0459'OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0459
 MF0459                          STATION RECOVERY (1987)
 MF0459
 MF0459'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0459'RECOVERED IN GOOD CONDITION.
 MF0459
 MF0459                          STATION RECOVERY (1996)
 MF0459
 MF0459'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0459'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1862 ***********************************************************************
 LB1862  DESIGNATION -  85.738
 LB1862  PID         -  LB1862
 LB1862  STATE/COUNTY-  IL/VERMILION
 LB1862  USGS QUAD   -  DANVILLE NE (1978)
 LB1862
 LB1862                         *CURRENT SURVEY CONTROL
 LB1862  ___________________________________________________________________
 LB1862* NAD 83(1986)-  40 11 35.     (N)    087 34 23.     (W)     SCALED    
 LB1862* NAVD 88     -       200.575  (meters)     658.05   (feet)  ADJUSTED  
 LB1862  ___________________________________________________________________
 LB1862  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB1862  DYNAMIC HT  -         200.475 (meters)     657.73  (feet)  COMP
 LB1862  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 LB1862
 LB1862  VERT ORDER  -  FIRST     CLASS II
 LB1862
 LB1862.The horizontal coordinates were scaled from a topographic map and have
 LB1862.an estimated accuracy of +/- 6 seconds.
 LB1862
 LB1862.The orthometric height was determined by differential leveling
 LB1862.and adjusted by the National Geodetic Survey in June 1991..
 LB1862
 LB1862.The geoid height was determined by GEOID03.
 LB1862
 LB1862.The dynamic height is computed by dividing the NAVD 88
 LB1862.geopotential number by the normal gravity value computed on the
 LB1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1862.degrees latitude (g = 980.6199 gals.).
 LB1862
 LB1862.The modeled gravity was interpolated from observed gravity values.
 LB1862
 LB1862;                    North         East    Units  Estimated Accuracy
 LB1862;SPC IL E     -   391,710.      364,740.      MT  (+/- 180 meters Scaled)
 LB1862
 LB1862                          SUPERSEDED SURVEY CONTROL
 LB1862
 LB1862  NGVD 29 (??/??/92)  200.614  (m)          658.18   (f) ADJ UNCH    1 2
 LB1862
 LB1862.Superseded values are not recommended for survey control.
 LB1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1862.See file dsdata.txt to determine how the superseded data were derived.
 LB1862
 LB1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK512493(NAD 83)
 LB1862_MARKER: X = CHISELED CROSS
 LB1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1862_SP_SET: CULVERT
 LB1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1862
 LB1862  HISTORY     - Date     Condition        Report By
 LB1862  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1862  HISTORY     - 1935     GOOD             NGS
 LB1862
 LB1862                          STATION DESCRIPTION
 LB1862
 LB1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1862'5.6 MI NE FROM DANVILLE.
 LB1862'5.6 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1862'STATION AT DANVILLE, VERMILION COUNTY, AT CULVERT 122.99, ON THE
 LB1862'TOP OF THE SOUTHEAST CORNER OF THE EAST HEADWALL, 10.4 FEET EAST
 LB1862'OF THE EAST RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN
 LB1862'THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0709 ***********************************************************************
 NH0709  DESIGNATION -  860.4 USGS
 NH0709  PID         -  NH0709
 NH0709  STATE/COUNTY-  IL/OGLE
 NH0709  USGS QUAD   -  FORRESTON SOUTH (1983)
 NH0709
 NH0709                         *CURRENT SURVEY CONTROL
 NH0709  ___________________________________________________________________
 NH0709* NAD 83(1986)-  42 00 11.     (N)    089 34 43.     (W)     SCALED    
 NH0709* NAVD 88     -       262.020  (meters)     859.64   (feet)  ADJUSTED  
 NH0709  ___________________________________________________________________
 NH0709  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 NH0709  DYNAMIC HT  -         261.930 (meters)     859.35  (feet)  COMP
 NH0709  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 NH0709
 NH0709  VERT ORDER  -  SECOND    CLASS 0
 NH0709
 NH0709.The horizontal coordinates were scaled from a topographic map and have
 NH0709.an estimated accuracy of +/- 6 seconds.
 NH0709
 NH0709.The orthometric height was determined by differential leveling
 NH0709.and adjusted by the National Geodetic Survey in June 1991..
 NH0709
 NH0709.The geoid height was determined by GEOID03.
 NH0709
 NH0709.The dynamic height is computed by dividing the NAVD 88
 NH0709.geopotential number by the normal gravity value computed on the
 NH0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0709.degrees latitude (g = 980.6199 gals.).
 NH0709
 NH0709.The modeled gravity was interpolated from observed gravity values.
 NH0709
 NH0709;                    North         East    Units  Estimated Accuracy
 NH0709;SPC IL W     -   592,590.      748,720.      MT  (+/- 180 meters Scaled)
 NH0709
 NH0709                          SUPERSEDED SURVEY CONTROL
 NH0709
 NH0709  NGVD 29 (??/??/92)  262.102  (m)          859.91   (f) ADJ UNCH    2 0
 NH0709
 NH0709.Superseded values are not recommended for survey control.
 NH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0709.See file dsdata.txt to determine how the superseded data were derived.
 NH0709
 NH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM864533(NAD 83)
 NH0709_MARKER: Q = CHISELED SQUARE
 NH0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0709_SP_SET: CULVERT
 NH0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0709
 NH0709  HISTORY     - Date     Condition        Report By
 NH0709  HISTORY     - UNK      MONUMENTED       CGS
 NH0709  HISTORY     - 1934     GOOD             NGS
 NH0709
 NH0709                          STATION DESCRIPTION
 NH0709
 NH0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NH0709'1.3 MI N FROM POLO.
 NH0709'1.3 MILES NORTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY 26 FROM
 NH0709'THE ILLINOIS CENTRAL RAILROAD STATION AT POLO, OGLE COUNTY, 0.2
 NH0709'MILE WEST OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT
 NH0709'MILEPOST 914, AT A CULVERT, AND ON THE TOP OF THE EAST END OF
 NH0709'THE NORTH HEADWALL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1860 ***********************************************************************
 JB1860  DESIGNATION -  88 S USGS 1962
 JB1860  PID         -  JB1860
 JB1860  STATE/COUNTY-  IL/WASHINGTON
 JB1860  USGS QUAD   -  ASHLEY (1974)
 JB1860
 JB1860                         *CURRENT SURVEY CONTROL
 JB1860  ___________________________________________________________________
 JB1860* NAD 83(1997)-  38 18 06.64768(N)    089 13 44.31498(W)     ADJUSTED  
 JB1860* NAVD 88     -       180.04   (+/-2cm)     590.7    (feet)  VERTCON   
 JB1860  ___________________________________________________________________
 JB1860  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 JB1860  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 JB1860
 JB1860  HORZ ORDER  -  SECOND
 JB1860  VERT ORDER  -  THIRD ? (See Below)
 JB1860
 JB1860.The horizontal coordinates were established by classical geodetic methods
 JB1860.and adjusted by the National Geodetic Survey in October 1999..
 JB1860
 JB1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1860.The vertical order pertains to the NGVD 29 superseded value.
 JB1860
 JB1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1860
 JB1860.The geoid height was determined by GEOID03.
 JB1860
 JB1860;                    North         East     Units Scale Factor Converg.
 JB1860;SPC IL W     -   181,888.639   782,016.955   MT  1.00002399   +0 34 52.4
 JB1860;SPC IL W     -   596,746.31  2,565,667.29   sFT  1.00002399   +0 34 52.4
 JB1860;SPC IL E     -   181,858.318   221,658.213   MT  1.00005056   -0 33 18.5
 JB1860;SPC IL E     -   596,646.83    727,223.65   sFT  1.00005056   -0 33 18.5
 JB1860;UTM  16      - 4,241,656.850   305,095.177   MT  1.00006786   -1 22 55.1
 JB1860
 JB1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1860!SPC IL W     -   0.99997645  x   1.00002399  =   1.00000044
 JB1860!SPC IL E     -   0.99997645  x   1.00005056  =   1.00002701
 JB1860!UTM  16      -   0.99997645  x   1.00006786  =   1.00004431
 JB1860
 JB1860                          SUPERSEDED SURVEY CONTROL
 JB1860
 JB1860  NAD 83(1997)-  38 18 06.66269(N)    089 13 44.31422(W) AD(       ) 2
 JB1860  NAD 83(1986)-  38 18 06.66272(N)    089 13 44.31402(W) AD(       ) 2
 JB1860  NAD 27      -  38 18 06.48388(N)    089 13 44.03089(W) AD(       ) 2
 JB1860  NGVD 29 (07/19/86)  180.15   (m)          591.0    (f) LEVELING    3  
 JB1860
 JB1860.Superseded values are not recommended for survey control.
 JB1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1860.See file dsdata.txt to determine how the superseded data were derived.
 JB1860
 JB1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0509541657(NAD 83)
 JB1860_MARKER: DS = TRIANGULATION STATION DISK
 JB1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1860+STABILITY: SURFACE MOTION
 JB1860
 JB1860  HISTORY     - Date     Condition        Report By
 JB1860  HISTORY     - 1962     MONUMENTED       USGS
 JB1860
 JB1860                          STATION DESCRIPTION
 JB1860
 JB1860'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (VBM)
 JB1860'THE STATION IS ABOUT 5-1/2 MILES NORTH OF DUBOIS, ABOUT 3 MILES
 JB1860'SOUTHWEST OF ASHLEY, IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
 JB1860'SEC. 5, T. 3 S., R. 1 W., AND ON THE PROPERTY OF THE FAIRVIEW
 JB1860'CHURCH.  IT IS A U.S. GEOLOGICAL AND STATE SURVEY DISK STAMPED 88
 JB1860'S 1928 SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST THAT
 JB1860'PROJECTS 3 INCHES.  THE MONUMENT IS 48 FEET NORTH OF A TELEPHONE
 JB1860'POLE, 34 FEET EAST OF THE CENTERLINE OF HIGHWAY 51 AND 19 FEET SOUTH
 JB1860'OF THE CENTERLINE OF A DRIVEWAY.
 JB1860'
 JB1860'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FAIR, THE
 JB1860'DISTANCE BEING 100.56 FEET AND 30.6516 METERS.
 JB1860'
 JB1860'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND 460 AND STATE
 JB1860'HIGHWAY 15, ABOUT 2 MILES WEST OF ASHLEY, GO SOUTH ON HIGHWAY 51
 JB1860'FOR 2.25 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0172 ***********************************************************************
 LD0172  DESIGNATION -  88.6 L A
 LD0172  PID         -  LD0172
 LD0172  STATE/COUNTY-  IL/CASS
 LD0172  USGS QUAD   -  BEARDSTOWN (1981)
 LD0172
 LD0172                         *CURRENT SURVEY CONTROL
 LD0172  ___________________________________________________________________
 LD0172* NAD 83(1986)-  40 01 00.     (N)    090 26 00.     (W)     SCALED    
 LD0172* NAVD 88     -       134.884  (meters)     442.53   (feet)  ADJUSTED  
 LD0172  ___________________________________________________________________
 LD0172  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0172  DYNAMIC HT  -         134.813 (meters)     442.30  (feet)  COMP
 LD0172  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 LD0172
 LD0172  VERT ORDER  -  FIRST     CLASS II
 LD0172
 LD0172.The horizontal coordinates were scaled from a topographic map and have
 LD0172.an estimated accuracy of +/- 6 seconds.
 LD0172
 LD0172.The orthometric height was determined by differential leveling
 LD0172.and adjusted by the National Geodetic Survey in June 1991..
 LD0172
 LD0172.The geoid height was determined by GEOID03.
 LD0172
 LD0172.The dynamic height is computed by dividing the NAVD 88
 LD0172.geopotential number by the normal gravity value computed on the
 LD0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0172.degrees latitude (g = 980.6199 gals.).
 LD0172
 LD0172.The modeled gravity was interpolated from observed gravity values.
 LD0172
 LD0172;                    North         East    Units  Estimated Accuracy
 LD0172;SPC IL W     -   371,870.      677,240.      MT  (+/- 180 meters Scaled)
 LD0172
 LD0172                          SUPERSEDED SURVEY CONTROL
 LD0172
 LD0172  NGVD 29 (??/??/92)  134.995  (m)          442.90   (f) ADJ UNCH    1 2
 LD0172
 LD0172.Superseded values are not recommended for survey control.
 LD0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0172.See file dsdata.txt to determine how the superseded data were derived.
 LD0172
 LD0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE190327(NAD 83)
 LD0172_MARKER: DD = SURVEY DISK
 LD0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0172_SP_SET: SIDEWALK
 LD0172_STAMPING: 88.6 LA 3716+75 442.902
 LD0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0172
 LD0172  HISTORY     - Date     Condition        Report By
 LD0172  HISTORY     - UNK      MONUMENTED       DOD
 LD0172  HISTORY     - 1961     GOOD             NGS
 LD0172
 LD0172                          STATION DESCRIPTION
 LD0172
 LD0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0172'AT BEARDSTOWN.
 LD0172'AT BEARDSTOWN, NEAR THE INTERSECTION OF MAIN AND STATE STREET,
 LD0172'NEAR POST OFFICE, ON TOP OF THE STATE STREET SIDEWALK, 9.2 FEET
 LD0172'WEST OF THE SOUTH CORNER OF THE POST OFFICE BUILDING, 4.2 FEET
 LD0172'SOUTHWEST OF THE SOUTHWEST SIDE OF THE POST OFFICE BUILDING, 29.5
 LD0172'FEET NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET AND FLUSH WITH
 LD0172'THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1805 ***********************************************************************
 ME1805  DESIGNATION -  89
 ME1805  PID         -  ME1805
 ME1805  STATE/COUNTY-  IL/COOK
 ME1805  USGS QUAD   -  ENGLEWOOD (1997)
 ME1805
 ME1805                         *CURRENT SURVEY CONTROL
 ME1805  ___________________________________________________________________
 ME1805* NAD 83(1986)-  41 49 22.     (N)    087 41 10.     (W)     SCALED    
 ME1805* NAVD 88     -       180.430  (meters)     591.96   (feet)  ADJUSTED  
 ME1805  ___________________________________________________________________
 ME1805  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1805  DYNAMIC HT  -         180.367 (meters)     591.75  (feet)  COMP
 ME1805  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 ME1805
 ME1805  VERT ORDER  -  FIRST     CLASS II
 ME1805
 ME1805.The horizontal coordinates were scaled from a topographic map and have
 ME1805.an estimated accuracy of +/- 6 seconds.
 ME1805
 ME1805.The orthometric height was determined by differential leveling
 ME1805.and adjusted by the National Geodetic Survey in June 1991..
 ME1805
 ME1805.The geoid height was determined by GEOID03.
 ME1805
 ME1805.The dynamic height is computed by dividing the NAVD 88
 ME1805.geopotential number by the normal gravity value computed on the
 ME1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1805.degrees latitude (g = 980.6199 gals.).
 ME1805
 ME1805.The modeled gravity was interpolated from observed gravity values.
 ME1805
 ME1805;                    North         East    Units  Estimated Accuracy
 ME1805;SPC IL E     -   572,620.      353,770.      MT  (+/- 180 meters Scaled)
 ME1805
 ME1805                          SUPERSEDED SURVEY CONTROL
 ME1805
 ME1805  NGVD 29 (??/??/92)  180.516  (m)          592.24   (f) ADJ UNCH    1 2
 ME1805
 ME1805.Superseded values are not recommended for survey control.
 ME1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1805.See file dsdata.txt to determine how the superseded data were derived.
 ME1805
 ME1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM430303(NAD 83)
 ME1805_MARKER: B = BOLT
 ME1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1805+STABILITY: SURFACE MOTION
 ME1805
 ME1805  HISTORY     - Date     Condition        Report By
 ME1805  HISTORY     - UNK      MONUMENTED       IL1670
 ME1805  HISTORY     - 1947     GOOD             NGS
 ME1805  HISTORY     - 1977     GOOD             NGS
 ME1805  HISTORY     - 19870601 GOOD             USPSQD
 ME1805  HISTORY     - 1989     GOOD             USPSQD
 ME1805  HISTORY     - 20000912 MARK NOT FOUND   PATRIC
 ME1805
 ME1805                          STATION DESCRIPTION
 ME1805
 ME1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1805'IN CHICAGO.
 ME1805'AT THE NORTHWEST CORNER OF THE INTERSECTION OF WEST PERSHING
 ME1805'ROAD AND ARTESIAN AVENUE, 50 FEET WEST OF THE WEST EDGE OF THE
 ME1805'WEST SIDE WALK OF ARTESIAN AVENUE, 9 FEET SOUTH OF THE NORTH
 ME1805'EDGE OF THE NORTH SIDE WALK ON PERSHING ROAD, 1 FOOT EAST OF THE
 ME1805'EXTENDED WEST LINE OF THE HOUSE AT 2434 WEST PERSHING ROAD.  A
 ME1805'1/2-INCH COPPER BOLT IN THE TOP OF A CONCRETE POST THAT IS
 ME1805'COVERED WITH A 10-INCH SQUARE CAST IRON BOX THAT IS ABOUT FLUSH
 ME1805'WITH THE WALK.
 ME1805
 ME1805                          STATION RECOVERY (1977)
 ME1805
 ME1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1805'RECOVERED IN GOOD CONDITION.
 ME1805
 ME1805                          STATION RECOVERY (1987)
 ME1805
 ME1805'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1805'RECOVERED IN GOOD CONDITION.
 ME1805
 ME1805                          STATION RECOVERY (1989)
 ME1805
 ME1805'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1805'RECOVERED IN GOOD CONDITION.
 ME1805
 ME1805                          STATION RECOVERY (2000)
 ME1805
 ME1805'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1805'APPEARS TO HAVE BEEN DESTROYED BY NEW LAMP POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1508 ***********************************************************************
 JB1508  DESIGNATION -  8T
 JB1508  PID         -  JB1508
 JB1508  STATE/COUNTY-  IL/CLINTON
 JB1508  USGS QUAD   -  BREESE (1981)
 JB1508
 JB1508                         *CURRENT SURVEY CONTROL
 JB1508  ___________________________________________________________________
 JB1508* NAD 83(1986)-  38 30 35.     (N)    089 35 38.     (W)     SCALED    
 JB1508* NAVD 88     -       130.638  (meters)     428.60   (feet)  ADJUSTED  
 JB1508  ___________________________________________________________________
 JB1508  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JB1508  DYNAMIC HT  -         130.556 (meters)     428.33  (feet)  COMP
 JB1508  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JB1508
 JB1508  VERT ORDER  -  SECOND    CLASS 0
 JB1508
 JB1508.The horizontal coordinates were scaled from a topographic map and have
 JB1508.an estimated accuracy of +/- 6 seconds.
 JB1508
 JB1508.The orthometric height was determined by differential leveling
 JB1508.and adjusted by the National Geodetic Survey in June 1991..
 JB1508
 JB1508.The geoid height was determined by GEOID03.
 JB1508
 JB1508.The dynamic height is computed by dividing the NAVD 88
 JB1508.geopotential number by the normal gravity value computed on the
 JB1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1508.degrees latitude (g = 980.6199 gals.).
 JB1508
 JB1508.The modeled gravity was interpolated from observed gravity values.
 JB1508
 JB1508;                    North         East    Units  Estimated Accuracy
 JB1508;SPC IL W     -   204,700.      749,960.      MT  (+/- 180 meters Scaled)
 JB1508
 JB1508                          SUPERSEDED SURVEY CONTROL
 JB1508
 JB1508  NGVD 29 (??/??/92)  130.758  (m)          429.00   (f) ADJ UNCH    2 0
 JB1508
 JB1508.Superseded values are not recommended for survey control.
 JB1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1508.See file dsdata.txt to determine how the superseded data were derived.
 JB1508
 JB1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH738655(NAD 83)
 JB1508_MARKER: DD = SURVEY DISK
 JB1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1508_STAMPING: 429 8T 1960
 JB1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1508+STABILITY: SURFACE MOTION
 JB1508
 JB1508  HISTORY     - Date     Condition        Report By
 JB1508  HISTORY     - 1960     MONUMENTED       USGS
 JB1508  HISTORY     - 1961     GOOD             NGS
 JB1508
 JB1508                          STATION DESCRIPTION
 JB1508
 JB1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB1508'1.6 MI E FROM DAMIANSVILLE.
 JB1508'ABOUT 1.65 MILES EAST ALONG AN ASPHALT PAVED ROAD FROM THE ST.
 JB1508'DAMIANS CHURCH AND SCHOOL IN DAMIANSVILLE, ABOUT 0.10 MILES WEST
 JB1508'OF A T JUNCTION OF A GRAVEL ROAD NORTH AND A DIRT ROAD SOUTH,
 JB1508'24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE
 JB1508'FENCE, 103 FEET EAST OF A FENCE CORNER, ABOUT 0.5 FEET BELOW THE
 JB1508'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB1508'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0146 ***********************************************************************
 KC0146  DESIGNATION -  9
 KC0146  PID         -  KC0146
 KC0146  STATE/COUNTY-  IL/GREENE
 KC0146  USGS QUAD   -  KAMPSVILLE (1980)
 KC0146
 KC0146                         *CURRENT SURVEY CONTROL
 KC0146  ___________________________________________________________________
 KC0146* NAD 83(1986)-  39 17 13.     (N)    090 33 04.     (W)     SCALED    
 KC0146* NAVD 88     -       138.014  (meters)     452.80   (feet)  ADJUSTED  
 KC0146  ___________________________________________________________________
 KC0146  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KC0146  DYNAMIC HT  -         137.935 (meters)     452.54  (feet)  COMP
 KC0146  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 KC0146
 KC0146  VERT ORDER  -  FIRST     CLASS II
 KC0146
 KC0146.The horizontal coordinates were scaled from a topographic map and have
 KC0146.an estimated accuracy of +/- 6 seconds.
 KC0146
 KC0146.The orthometric height was determined by differential leveling
 KC0146.and adjusted by the National Geodetic Survey in June 1991..
 KC0146
 KC0146.The geoid height was determined by GEOID03.
 KC0146
 KC0146.The dynamic height is computed by dividing the NAVD 88
 KC0146.geopotential number by the normal gravity value computed on the
 KC0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0146.degrees latitude (g = 980.6199 gals.).
 KC0146
 KC0146.The modeled gravity was interpolated from observed gravity values.
 KC0146
 KC0146;                    North         East    Units  Estimated Accuracy
 KC0146;SPC IL W     -   290,890.      666,830.      MT  (+/- 180 meters Scaled)
 KC0146
 KC0146                          SUPERSEDED SURVEY CONTROL
 KC0146
 KC0146  NGVD 29 (??/??/92)  138.13   (m)          453.2    (f) COMPUTED    1 2
 KC0146
 KC0146.Superseded values are not recommended for survey control.
 KC0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0146.See file dsdata.txt to determine how the superseded data were derived.
 KC0146
 KC0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD112514(NAD 83)
 KC0146_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0146_STAMPING: ELEV 460.46 MEMPHIS DATUM 1903
 KC0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0146
 KC0146  HISTORY     - Date     Condition        Report By
 KC0146  HISTORY     - 1903     MONUMENTED       DOD
 KC0146  HISTORY     - 1961     GOOD             NGS
 KC0146  HISTORY     - 20030719 GOOD             GEOCAC
 KC0146
 KC0146                          STATION DESCRIPTION
 KC0146
 KC0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0146'AT ELDRED.
 KC0146'AT ELDRED, 0.15 MILE SOUTH OF THE INTERSECTION OF A BLACK TOP ROAD
 KC0146'AND STATE HIGHWAY 108, 0.15 MILE NORTH OF A 95 FOOT BRIDGE OVER
 KC0146'HURRICANE CREEK, IN THE NORTHEAST CORNER OF A YARD, SECTION
 KC0146'S 28 T 10 N R 13 W, 11 1/2 FEET WEST OF THE WEST CURB LINE OF
 KC0146'THE BLACK TOP ROAD LEADING NORTH AND SOUTH, 98 1/2 FEET NORTHEAST
 KC0146'OF THE NORTHEAST CORNER OF A HOUSE WITH ALUMINUM SIDING, 78 FEET
 KC0146'NORTHEAST OF A WELL WITH A PUMP, 21 FEET NORTH OF THE CENTER
 KC0146'LINE OF A DRIVEWAY, 4 FEET SOUTH OF A WHITE PICKET FENCE, 2 FEET
 KC0146'BELOW THE LEVEL OF THE ROAD, A CAP ON TOP OF AN IRON PIPE PROJECTING
 KC0146'4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE COPPER BOLT
 KC0146'WAS NOT LEVELED TO AS PERMISSION WAS NOT GRANTED TO DIG IN THIS
 KC0146'VICINITY.
 KC0146
 KC0146                          STATION RECOVERY (2003)
 KC0146
 KC0146'RECOVERY NOTE BY GEOCACHING 2003 (KHK)
 KC0146'KC0146 IS ALSO APPROX. 9 FEET SOUTH OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0627 ***********************************************************************
 KB0627  DESIGNATION -  9
 KB0627  PID         -  KB0627
 KB0627  STATE/COUNTY-  IL/MACON
 KB0627  USGS QUAD   -  DECATUR (1975)
 KB0627
 KB0627                         *CURRENT SURVEY CONTROL
 KB0627  ___________________________________________________________________
 KB0627* NAD 83(1986)-  39 49 11.     (N)    088 57 48.     (W)     SCALED    
 KB0627* NAVD 88     -       195.458  (meters)     641.27   (feet)  ADJUSTED  
 KB0627  ___________________________________________________________________
 KB0627  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KB0627  DYNAMIC HT  -         195.353 (meters)     640.92  (feet)  COMP
 KB0627  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 KB0627
 KB0627  VERT ORDER  -  FIRST     CLASS II
 KB0627
 KB0627.The horizontal coordinates were scaled from a topographic map and have
 KB0627.an estimated accuracy of +/- 6 seconds.
 KB0627
 KB0627.The orthometric height was determined by differential leveling
 KB0627.and adjusted by the National Geodetic Survey in June 1991..
 KB0627.WARNING-Repeat measurements at this control monument indicate possible
 KB0627.vertical movement.
 KB0627
 KB0627.The geoid height was determined by GEOID03.
 KB0627
 KB0627.The dynamic height is computed by dividing the NAVD 88
 KB0627.geopotential number by the normal gravity value computed on the
 KB0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0627.degrees latitude (g = 980.6199 gals.).
 KB0627
 KB0627.The modeled gravity was interpolated from observed gravity values.
 KB0627
 KB0627;                    North         East    Units  Estimated Accuracy
 KB0627;SPC IL E     -   350,170.      246,060.      MT  (+/- 180 meters Scaled)
 KB0627
 KB0627                          SUPERSEDED SURVEY CONTROL
 KB0627
 KB0627  NGVD 29 (??/??/92)  195.53   (m)          641.5    (f) COMPUTED    1 2
 KB0627
 KB0627.Superseded values are not recommended for survey control.
 KB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0627.See file dsdata.txt to determine how the superseded data were derived.
 KB0627
 KB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK319095(NAD 83)
 KB0627_MARKER: DB = BENCH MARK DISK
 KB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0627+STABILITY: SURFACE MOTION
 KB0627
 KB0627  HISTORY     - Date     Condition        Report By
 KB0627  HISTORY     - UNK      MONUMENTED       CGS
 KB0627  HISTORY     - 1938     GOOD             NGS
 KB0627  HISTORY     - 1961     MARK NOT FOUND   NGS
 KB0627
 KB0627                          STATION DESCRIPTION
 KB0627
 KB0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KB0627'2.2 MI S FROM DECATUR.
 KB0627'ABOUT 2-1/4 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM DECATUR,
 KB0627'MACON COUNTY, ABOUT 800 FEET SOUTHEAST OF DECATUR JUNCTION, AT
 KB0627'THE UNDERGRADE CROSSING OF THE ILLINOIS CENTRAL RAILROAD, 100
 KB0627'FEET NORTH OF THE CENTERLINE OF THE BRIDGE, 25 FEET SOUTH OF A
 KB0627'STORM-SEWER INTAKE, 15 FEET SOUTHEAST OF THE PAVEMENT, AND AT
 KB0627'THE RIGHT-OF-WAY LINE.  THE TOP OF A VALVE, SET IN THE TOP OF A
 KB0627'CONCRETE POST.
 KB0627
 KB0627                          STATION RECOVERY (1961)
 KB0627
 KB0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KB0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1115 ***********************************************************************
 NH1115  DESIGNATION -  9 RGS USGS 1954
 NH1115  PID         -  NH1115
 NH1115  STATE/COUNTY-  IL/MCHENRY
 NH1115  USGS QUAD   -  HUNTLEY (1992)
 NH1115
 NH1115                         *CURRENT SURVEY CONTROL
 NH1115  ___________________________________________________________________
 NH1115* NAD 83(1997)-  42 10 58.24914(N)    088 23 01.51288(W)     ADJUSTED  
 NH1115* NAVD 88     -       269.18   (+/-2cm)     883.1    (feet)  VERTCON   
 NH1115  ___________________________________________________________________
 NH1115  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 NH1115  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH1115
 NH1115  HORZ ORDER  -  SECOND
 NH1115  VERT ORDER  -  THIRD ? (See Below)
 NH1115
 NH1115.The horizontal coordinates were established by classical geodetic methods
 NH1115.and adjusted by the National Geodetic Survey in October 1999..
 NH1115
 NH1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1115.The vertical order pertains to the NGVD 29 superseded value.
 NH1115
 NH1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1115
 NH1115.The geoid height was determined by GEOID03.
 NH1115
 NH1115;                    North         East     Units Scale Factor Converg.
 NH1115;SPC IL E     -   612,413.072   295,834.729   MT  0.99997521   -0 02 01.9
 NH1115;SPC IL E     - 2,009,225.22    970,584.44   sFT  0.99997521   -0 02 01.9
 NH1115;UTM  16      - 4,671,004.530   385,728.367   MT  0.99976067   -0 55 45.4
 NH1115
 NH1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1115!SPC IL E     -   0.99996306  x   0.99997521  =   0.99993827
 NH1115!UTM  16      -   0.99996306  x   0.99976067  =   0.99972374
 NH1115
 NH1115                          SUPERSEDED SURVEY CONTROL
 NH1115
 NH1115  NAD 83(1997)-  42 10 58.24814(N)    088 23 01.51743(W) AD(       ) 2
 NH1115  NAD 83(1986)-  42 10 58.24879(N)    088 23 01.52376(W) AD(       ) 2
 NH1115  NAD 27      -  42 10 58.15570(N)    088 23 01.22450(W) AD(       ) 2
 NH1115  NGVD 29 (07/19/86)  269.23   (m)          883.3    (f) LEVELING    3  
 NH1115
 NH1115.Superseded values are not recommended for survey control.
 NH1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1115.See file dsdata.txt to determine how the superseded data were derived.
 NH1115
 NH1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8572871005(NAD 83)
 NH1115_MARKER: DB = BENCH MARK DISK
 NH1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1115+STABILITY: SURFACE MOTION
 NH1115
 NH1115  HISTORY     - Date     Condition        Report By
 NH1115  HISTORY     - 1954     MONUMENTED       USGS
 NH1115  HISTORY     - 20030522 MARK NOT FOUND   USPSQD
 NH1115
 NH1115                          STATION DESCRIPTION
 NH1115
 NH1115'DESCRIBED BY US POWER SQUADRON 2003 (GB)
 NH1115'AREA WAS RURAL, MARKS ALONG FARMING ROAD WHEN ORIGINALLY SET. AREA IS
 NH1115'NOW HOUSING, ROADS WIDENED AND REALIGNED. MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0649 ***********************************************************************
 MF0649  DESIGNATION -  903.6
 MF0649  PID         -  MF0649
 MF0649  STATE/COUNTY-  IL/LEE
 MF0649  USGS QUAD   -  SUBLETTE (1982)
 MF0649
 MF0649                         *CURRENT SURVEY CONTROL
 MF0649  ___________________________________________________________________
 MF0649* NAD 83(1986)-  41 38 56.     (N)    089 14 16.     (W)     SCALED    
 MF0649* NAVD 88     -       275.254  (meters)     903.06   (feet)  ADJUSTED  
 MF0649  ___________________________________________________________________
 MF0649  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0649  DYNAMIC HT  -         275.147 (meters)     902.71  (feet)  COMP
 MF0649  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 MF0649
 MF0649  VERT ORDER  -  SECOND    CLASS 0
 MF0649
 MF0649.The horizontal coordinates were scaled from a topographic map and have
 MF0649.an estimated accuracy of +/- 6 seconds.
 MF0649
 MF0649.The orthometric height was determined by differential leveling
 MF0649.and adjusted by the National Geodetic Survey in June 1991..
 MF0649
 MF0649.The geoid height was determined by GEOID03.
 MF0649
 MF0649.The dynamic height is computed by dividing the NAVD 88
 MF0649.geopotential number by the normal gravity value computed on the
 MF0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0649.degrees latitude (g = 980.6199 gals.).
 MF0649
 MF0649.The modeled gravity was interpolated from observed gravity values.
 MF0649
 MF0649;                    North         East    Units  Estimated Accuracy
 MF0649;SPC IL W     -   553,500.      777,380.      MT  (+/- 180 meters Scaled)
 MF0649
 MF0649                          SUPERSEDED SURVEY CONTROL
 MF0649
 MF0649  NGVD 29 (??/??/92)  275.307  (m)          903.24   (f) ADJ UNCH    2 0
 MF0649
 MF0649.Superseded values are not recommended for survey control.
 MF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0649.See file dsdata.txt to determine how the superseded data were derived.
 MF0649
 MF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM136132(NAD 83)
 MF0649_MARKER: Q = CHISELED SQUARE
 MF0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0649_SP_SET: CULVERT
 MF0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0649
 MF0649  HISTORY     - Date     Condition        Report By
 MF0649  HISTORY     - UNK      MONUMENTED       USGS
 MF0649  HISTORY     - 1934     GOOD             NGS
 MF0649  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF0649  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 MF0649
 MF0649                          STATION DESCRIPTION
 MF0649
 MF0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF0649'0.6 MI NW FROM SUBLETTE.
 MF0649'0.6 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 MF0649'CITY WATER TOWER AT SUBLETTE, LEE COUNTY, AT A ROAD CROSSING, AT
 MF0649'A CONCRETE CULVERT UNDER THE ROAD, AND ON THE TOP OF THE SOUTHEAST
 MF0649'HEADWALL.  A CHISELED SQUARE.
 MF0649
 MF0649                          STATION RECOVERY (2002)
 MF0649
 MF0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0649'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0649
 MF0649                          STATION RECOVERY (2003)
 MF0649
 MF0649'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8298 ***********************************************************************
 AC8298  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8298  DESIGNATION -  908 7044 BOLT
 AC8298  PID         -  AC8298
 AC8298  STATE/COUNTY-  IL/COOK
 AC8298  USGS QUAD   -  LAKE CALUMET (1997)
 AC8298
 AC8298                         *CURRENT SURVEY CONTROL
 AC8298  ___________________________________________________________________
 AC8298* NAD 83(1986)-  41 43 48.     (N)    087 32 18.     (W)     SCALED    
 AC8298* NAVD 88     -       178.409  (meters)     585.33   (feet)  ADJUSTED  
 AC8298  ___________________________________________________________________
 AC8298  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AC8298  DYNAMIC HT  -         178.346 (meters)     585.12  (feet)  COMP
 AC8298  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 AC8298
 AC8298  VERT ORDER  -  SECOND    CLASS I
 AC8298
 AC8298.The horizontal coordinates were scaled from a topographic map and have
 AC8298.an estimated accuracy of +/- 6 seconds.
 AC8298
 AC8298.The orthometric height was determined by differential leveling
 AC8298.and adjusted by the National Geodetic Survey in July 1997..
 AC8298
 AC8298.This Tidal Bench Mark is designated as VM 13203
 AC8298.by the Center for Operational Oceanographic Products and Services.
 AC8298
 AC8298.The geoid height was determined by GEOID03.
 AC8298
 AC8298.The dynamic height is computed by dividing the NAVD 88
 AC8298.geopotential number by the normal gravity value computed on the
 AC8298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8298.degrees latitude (g = 980.6199 gals.).
 AC8298
 AC8298.The modeled gravity was interpolated from observed gravity values.
 AC8298
 AC8298;                    North         East    Units  Estimated Accuracy
 AC8298;SPC IL E     -   562,420.      366,140.      MT  (+/- 180 meters Scaled)
 AC8298
 AC8298                          SUPERSEDED SURVEY CONTROL
 AC8298
 AC8298.No superseded survey control is available for this station.
 AC8298
 AC8298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM552199(NAD 83)
 AC8298_MARKER: B = BOLT
 AC8298_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8298+WITH SETTING: PAVEMENT
 AC8298_SP_SET: GAUGE HOUSE FLOOR
 AC8298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8298
 AC8298  HISTORY     - Date     Condition        Report By
 AC8298  HISTORY     - 1963     MONUMENTED       USLS
 AC8298  HISTORY     - 19901013 GOOD             NOS
 AC8298  HISTORY     - 19950808 GOOD             NOS
 AC8298
 AC8298                          STATION DESCRIPTION
 AC8298
 AC8298'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 (JRS)
 AC8298'IN CHICAGO, AT CALUMET HARBOR, AT THE INTERSECTION OF SOUTH O AVENUE
 AC8298'AND EAST 91ST STREET, JUST UPSTREAM FROM THE UNITED STATES STEEL
 AC8298'CORPORATION SOUTH SLIP, JUST INSIDE EAST SIDE OF DOORWAY OF NOS
 AC8298'GAUGING STATION, BEING HIGHEST POINT OF HEXAGON BOLT SET INTO CONCRETE
 AC8298'FLOOR OF GAUGE HOUSE.
 AC8298
 AC8298                          STATION RECOVERY (1995)
 AC8298
 AC8298'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8298'IN CHICAGO, AT CALUMET HARBOR, AT THE INTERSECTION OF SOUTH O AVENUE
 AC8298'AND EAST 91ST STREET, JUST UPSTREAM FROM THE UNITED STATES STEEL
 AC8298'CORPORATION SOUTH SLIP, JUST INSIDE EAST SIDE OF DOORWAY OF NOS
 AC8298'GAUGING STATION, BEING HIGHEST POINT OF HEXAGON BOLT SET INTO CONCRETE
 AC8298'FLOOR OF GAUGE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2189 ***********************************************************************
 ME2189  TIDAL BM    -  This is a Tidal Bench Mark.
 ME2189  DESIGNATION -  908 7044 COM
 ME2189  PID         -  ME2189
 ME2189  STATE/COUNTY-  IL/COOK
 ME2189  USGS QUAD   -  LAKE CALUMET (1997)
 ME2189
 ME2189                         *CURRENT SURVEY CONTROL
 ME2189  ___________________________________________________________________
 ME2189* NAD 83(1986)-  41 43 48.     (N)    087 32 20.     (W)     SCALED    
 ME2189* NAVD 88     -       178.115  (meters)     584.37   (feet)  ADJUSTED  
 ME2189  ___________________________________________________________________
 ME2189  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2189  DYNAMIC HT  -         178.053 (meters)     584.16  (feet)  COMP
 ME2189  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 ME2189
 ME2189  VERT ORDER  -  FIRST     CLASS II
 ME2189
 ME2189.The horizontal coordinates were scaled from a topographic map and have
 ME2189.an estimated accuracy of +/- 6 seconds.
 ME2189
 ME2189.The orthometric height was determined by differential leveling
 ME2189.and adjusted by the National Geodetic Survey in April 1995..
 ME2189
 ME2189.This Tidal Bench Mark is designated as VM 13199
 ME2189.by the Center for Operational Oceanographic Products and Services.
 ME2189
 ME2189.The geoid height was determined by GEOID03.
 ME2189
 ME2189.The dynamic height is computed by dividing the NAVD 88
 ME2189.geopotential number by the normal gravity value computed on the
 ME2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2189.degrees latitude (g = 980.6199 gals.).
 ME2189
 ME2189.The modeled gravity was interpolated from observed gravity values.
 ME2189
 ME2189;                    North         East    Units  Estimated Accuracy
 ME2189;SPC IL E     -   562,420.      366,100.      MT  (+/- 180 meters Scaled)
 ME2189
 ME2189                          SUPERSEDED SURVEY CONTROL
 ME2189
 ME2189  NAVD 88 (06/15/91)  178.127  (m)          584.40   (f) UNKNOWN     1 2
 ME2189  NGVD 29 (01/19/93)  178.229  (m)          584.74   (f) ADJUSTED    1 2
 ME2189
 ME2189.Superseded values are not recommended for survey control.
 ME2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2189.See file dsdata.txt to determine how the superseded data were derived.
 ME2189
 ME2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM551199(NAD 83)
 ME2189_MARKER: I = METAL ROD
 ME2189_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ME2189+WITH SETTING: INFORMATION.
 ME2189_SP_SET: METAL ROD DRIVEN INTO GROUND
 ME2189_MARK LOGO: NONE  
 ME2189_MAGNETIC: I = MARKER IS A STEEL ROD
 ME2189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2189+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME2189_ROD/PIPE-DEPTH: 1.8  meters
 ME2189
 ME2189  HISTORY     - Date     Condition        Report By
 ME2189  HISTORY     - 1958     MONUMENTED       USLS
 ME2189  HISTORY     - 1986     GOOD             NOS
 ME2189  HISTORY     - 19920806 GOOD             NGS
 ME2189  HISTORY     - 19940819 GOOD             NOS
 ME2189  HISTORY     - 19950808 GOOD             NOS
 ME2189
 ME2189                          STATION DESCRIPTION
 ME2189
 ME2189'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 ME2189'IN CHICAGO.
 ME2189'IN CHICAGO, AT CALUMET HARBOR ON THE NORTHWEST SIDE OF THE CALUMET RIV
 ME2189'200 FEET UPSTREAM FROM U.S. STEEL CORPORATION SOUTH SLIP, AT THE U.S.
 ME2189'ARMY ENGINEER DISTRICT CALUMET HARBOR FIELD OFFICE, NEAR THE NORTH
 ME2189'CORNER OF CONCRETE FOUNDATION OF AN OLD BUILDING, NOW USED AS STORAGE
 ME2189'PLATFORM, 14.1 FT  NW OF A UTILITY POLE, 10.2 FT SE OF NORTH CORNER
 ME2189'AND 2 FT FROM NE FACE OF THE OLD FOUNDATION, BEING THE HIGHEST POINT
 ME2189'ON A 1-INCH DIAMETER STEEL ROD, 6 FT LONG.
 ME2189
 ME2189                          STATION RECOVERY (1992)
 ME2189
 ME2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2189'IN CHICAGO, AT THE INTERSECTION OF SOUTH O AVENUE AND EAST 91ST
 ME2189'STREET, 116.3 M (381.6 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE,
 ME2189'11.2 M (36.7 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET, 4.7 M
 ME2189'(15.4 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 3.1 M (10.2 FT)
 ME2189'SOUTHEAST OF THE NORTH CORNER OF THE FOUNDATION OF A RAZED BUILDING,
 ME2189'AND 0.7 M (2.3 FT) NORTHEAST OF THE FOUNDATION. NOTE--THE DATUM POINT
 ME2189'IS THE TOP OF A 1-INCH METAL ROAD THAT IS RECESSED 0.3 M (1.0 FT)
 ME2189'BELOW THE GROUND SURFACE.  THE MARK IS ON PROPERTY OWNED BY U.S. STEEL
 ME2189'CORPORATION, 3426 EAST 89TH STREET, CHICAGO IL, 60617, TELEPHONE
 ME2189'NUMBER (312) 933-2339.
 ME2189
 ME2189                          STATION RECOVERY (1994)
 ME2189
 ME2189'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 ME2189'IN CHICAGO, AT THE INTERSECTION OF SOUTH O AVENUE AND EAST 91ST
 ME2189'STREET, 116.3 M (381.6 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE,
 ME2189'11.2 M (36.7 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET, 4.7 M
 ME2189'(15.4 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 3.1 M (10.2 FT)
 ME2189'SOUTHEAST OF THE NORTH CORNER OF THE FOUNDATION OF A RAZED BUILDING,
 ME2189'AND 0.7 M (2.3 FT) NORTHEAST OF THE FOUNDATION.  NOTE--THE DATUM POINT
 ME2189'IS THE TOP OF A 1-INCH METAL ROD THAT IS RECESSED 0.3 M (1.0 FT) BELOW
 ME2189'THE GROUND SURFACE.  THE MARK IS ON PROPERTY OWNED BY U.S.  STEEL
 ME2189'CORPORATION, 3426 EAST 89TH STREET, CHICAGO IL, 60617, TELEPHONE
 ME2189'NUMBER (312) 933-2339.
 ME2189
 ME2189                          STATION RECOVERY (1995)
 ME2189
 ME2189'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 ME2189'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2191 ***********************************************************************
 ME2191  TIDAL BM    -  This is a Tidal Bench Mark.
 ME2191  DESIGNATION -  908 7044 ENG A
 ME2191  PID         -  ME2191
 ME2191  STATE/COUNTY-  IL/COOK
 ME2191  USGS QUAD   -  LAKE CALUMET (1997)
 ME2191
 ME2191                         *CURRENT SURVEY CONTROL
 ME2191  ___________________________________________________________________
 ME2191* NAD 83(1986)-  41 43 48.     (N)    087 32 18.     (W)     SCALED    
 ME2191* NAVD 88     -       179.100  (meters)     587.60   (feet)  ADJUSTED  
 ME2191  ___________________________________________________________________
 ME2191  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2191  DYNAMIC HT  -         179.037 (meters)     587.39  (feet)  COMP
 ME2191  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 ME2191
 ME2191  VERT ORDER  -  SECOND    CLASS I
 ME2191
 ME2191.The horizontal coordinates were scaled from a topographic map and have
 ME2191.an estimated accuracy of +/- 6 seconds.
 ME2191
 ME2191.The orthometric height was determined by differential leveling
 ME2191.and adjusted by the National Geodetic Survey in July 1997..
 ME2191
 ME2191.This Tidal Bench Mark is designated as VM 13202
 ME2191.by the Center for Operational Oceanographic Products and Services.
 ME2191
 ME2191.The geoid height was determined by GEOID03.
 ME2191
 ME2191.The dynamic height is computed by dividing the NAVD 88
 ME2191.geopotential number by the normal gravity value computed on the
 ME2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2191.degrees latitude (g = 980.6199 gals.).
 ME2191
 ME2191.The modeled gravity was interpolated from observed gravity values.
 ME2191
 ME2191;                    North         East    Units  Estimated Accuracy
 ME2191;SPC IL E     -   562,420.      366,140.      MT  (+/- 180 meters Scaled)
 ME2191
 ME2191                          SUPERSEDED SURVEY CONTROL
 ME2191
 ME2191  NAVD 88 (06/15/91)  179.110  (m)          587.63   (f) UNKNOWN     2 1
 ME2191
 ME2191.Superseded values are not recommended for survey control.
 ME2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2191.See file dsdata.txt to determine how the superseded data were derived.
 ME2191
 ME2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM552199(NAD 83)
 ME2191_MARKER: Q = CHISELED SQUARE
 ME2191_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 ME2191_SP_SET: PLATFORM PILING
 ME2191_MARK LOGO: NONE  
 ME2191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2191
 ME2191  HISTORY     - Date     Condition        Report By
 ME2191  HISTORY     - 1971     MONUMENTED       NOS
 ME2191  HISTORY     - 1986     GOOD             NOS
 ME2191  HISTORY     - 19940819 SEE DESCRIPTION  NOS
 ME2191  HISTORY     - 19950808 POOR             NOS
 ME2191
 ME2191                          STATION DESCRIPTION
 ME2191
 ME2191'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 ME2191'IN CHICAGO.
 ME2191'IN CHICAGO, AT CALUMET HARBOR ON THE NW SIDE OF THE CALUMET RIVER, JUS
 ME2191'FROM THE U.S. STEEL CORP. SOUTH SLIP, AT THE U.S. ARMY ENGINEERS
 ME2191'DISTRICT FIELD OFFICE, 33.2 FT FROM THE CENTER OF MOORING POST NEAR
 ME2191'THE SOUTHERLY CORNER OF THE SLIP, AT THE UPSTREAM END OF A STEEL AND
 ME2191'CONCRETE DOCK, 4.8 FT FROM ITS RIVER FACE, BEING THE HIGHEST POINT IN
 ME2191'A 1-INCH SQUARE FORMED BY TWO CHISELED LINES AND TWO EDGES OF THE
 ME2191'STEEL CAP PLATE OVER PILING.
 ME2191
 ME2191                          STATION RECOVERY (1994)
 ME2191
 ME2191'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JSR)
 ME2191'IN CHICAGO, AT CALUMET HARBOR ON THE NW SIDE OF THE CALUMET RIVER,
 ME2191'JUST UPSTREAM FROM THE U.S.  STEEL CORP.  SOUTH SLIP, AT THE U.S. ARMY
 ME2191'ENGINEERS DISTRICT FIELD OFFICE, 33.2 FT (10.1 M) SSW FROM THE CENTER
 ME2191'OF MOORING POST NEAR THE SOUTHERLY CORNER OF THE SLIP, 29.5 FT.  (9.0
 ME2191'M) SW OF BM M 274, AT THE UPSTREAM END OF A STEEL AND CONCRETE DOCK,
 ME2191'4.8 FT (1.5 M) NW OF THE FACE OF THE BULKHEAD AT RIVERS EDGE, BEING
 ME2191'THE HIGHEST POINT IN A 1-INCH SQUARE FORMED BY TWO CHISELED LINES AND
 ME2191'TWO EDGES OF THE STEEL CAP PLATE OVER SHEET PILING.  (BENCH MARK IS IN
 ME2191'POOR CONDITION, CONCRETE UNDER STEEL CAP IS NO LONGER INTACT.)
 ME2191
 ME2191                          STATION RECOVERY (1995)
 ME2191
 ME2191'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 ME2191'IN CHICAGO, AT CALUMET HARBOR ON THE NW SIDE OF THE CALUMET RIVER,
 ME2191'JUST UPSTREAM FROM THE U.S.  STEEL CORP.  SOUTH SLIP, AT THE U.S. ARMY
 ME2191'ENGINEERS DISTRICT FIELD OFFICE, 33.2 FT (10.1 M) SSW FROM THE CENTER
 ME2191'OF MOORING POST NEAR THE SOUTHERLY CORNER OF THE SLIP, 29.5 FT.  (9.0
 ME2191'M) SW OF BM M 274, AT THE UPSTREAM END OF A STEEL AND CONCRETE DOCK,
 ME2191'4.8 FT (1.5 M) NW OF THE FACE OF THE BULKHEAD AT RIVERS EDGE, BEING
 ME2191'THE HIGHEST POINT IN A 1-INCH SQUARE FORMED BY TWO CHISELED LINES AND
 ME2191'TWO EDGES OF THE STEEL CAP PLATE OVER SHEET PILING.  (BENCH MARK IS IN
 ME2191'POOR CONDITION, CONCRETE UNDER STEEL CAP IS NO LONGER INTACT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9231 ***********************************************************************
 AE9231  CBN         -  This is a Cooperative Base Network Control Station.
 AE9231  DESIGNATION -  908 7044 H
 AE9231  PID         -  AE9231
 AE9231  STATE/COUNTY-  IL/COOK
 AE9231  USGS QUAD   -  LAKE CALUMET (1997)
 AE9231
 AE9231                         *CURRENT SURVEY CONTROL
 AE9231  ___________________________________________________________________
 AE9231* NAD 83(1997)-  41 43 47.41120(N)    087 32 18.38218(W)     ADJUSTED  
 AE9231* NAVD 88     -       178.336  (meters)     585.09   (feet)  ADJUSTED  
 AE9231  ___________________________________________________________________
 AE9231  X           -     204,744.178 (meters)                     COMP
 AE9231  Y           -  -4,762,734.381 (meters)                     COMP
 AE9231  Z           -   4,223,353.280 (meters)                     COMP
 AE9231  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AE9231  ELLIP HEIGHT-         144.87  (meters)          (04/28/99) GPS OBS
 AE9231  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AE9231  DYNAMIC HT  -         178.274 (meters)     584.89  (feet)  COMP
 AE9231  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 AE9231
 AE9231  HORZ ORDER  -  A
 AE9231  VERT ORDER  -  SECOND    CLASS I
 AE9231  ELLP ORDER  -  THIRD     CLASS I
 AE9231
 AE9231.The horizontal coordinates were established by GPS observations
 AE9231.and adjusted by the National Geodetic Survey in April 1999..
 AE9231
 AE9231.The orthometric height was determined by differential leveling
 AE9231.and adjusted by the National Geodetic Survey in June 1998..
 AE9231
 AE9231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9231
 AE9231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9231
 AE9231.The ellipsoidal height was determined by GPS observations
 AE9231.and is referenced to NAD 83.
 AE9231
 AE9231.The geoid height was determined by GEOID03.
 AE9231
 AE9231.The dynamic height is computed by dividing the NAVD 88
 AE9231.geopotential number by the normal gravity value computed on the
 AE9231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9231.degrees latitude (g = 980.6199 gals.).
 AE9231
 AE9231.The modeled gravity was interpolated from observed gravity values.
 AE9231
 AE9231;                    North         East     Units Scale Factor Converg.
 AE9231;SPC IL E     -   562,401.481   366,133.985   MT  1.00002880   +0 31 44.8
 AE9231;SPC IL E     - 1,845,145.53  1,201,224.58   sFT  1.00002880   +0 31 44.8
 AE9231;UTM  16      - 4,619,921.040   455,219.524   MT  0.99962468   -0 21 30.2
 AE9231
 AE9231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9231!SPC IL E     -   0.99997728  x   1.00002880  =   1.00000608
 AE9231!UTM  16      -   0.99997728  x   0.99962468  =   0.99960197
 AE9231
 AE9231                          SUPERSEDED SURVEY CONTROL
 AE9231
 AE9231  NAVD 88 (04/28/99)  178.34   (m)          585.1    (f) LEVELING    3  
 AE9231
 AE9231.Superseded values are not recommended for survey control.
 AE9231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9231.See file dsdata.txt to determine how the superseded data were derived.
 AE9231
 AE9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5522019921(NAD 83)
 AE9231_MARKER: DD = SURVEY DISK
 AE9231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE9231_STAMPING: 7044 H 1995
 AE9231_MARK LOGO: NOS   
 AE9231_PROJECTION: FLUSH
 AE9231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9231+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 AE9231_ROD/PIPE-DEPTH: 12.2 meters
 AE9231
 AE9231  HISTORY     - Date     Condition        Report By
 AE9231  HISTORY     - 1995     MONUMENTED       NOS
 AE9231  HISTORY     - 19971203 GOOD             NGS
 AE9231  HISTORY     - 20020904 GOOD             NGS
 AE9231  HISTORY     - 20040520 GOOD             JCLS
 AE9231
 AE9231                          STATION DESCRIPTION
 AE9231
 AE9231'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AE9231'IN CHICAGO, AT CALUMET HARBOR ON THE NW SIDE OF CALUMET RIVER, JUST
 AE9231'UPSTREAM FROM THE U.S.  STEEL CORP., SOUTH OF BOAT SLIP, AT THE U.S.
 AE9231'ARMY ENGINEERS DISTRICT FIELD OFFICE, 34.7 METERS (113.8 FT) SOUTH OF
 AE9231'THE SW CORNER OF THE U.S.  ARMY ENGINEERS DISTRICT FIELD BIULDING
 AE9231'(WITH FOUR BAY DOORS) , 9.2 METERS (30.2 FT) WEST OF THE SW CORNER OF
 AE9231'STEEL BULKHEAD, 1.3 METERS (4.3 FT) SOUTH OF THE NW CORNER OF THE NOS
 AE9231'GAUGE HOUSE, BEING STAINESS STEEL ROD DRIVEN 12.2 METERS (40.0 FT) TO
 AE9231'REFUSAL, ENCASED IN STANDARD KICK-BLOCK WITH NGS ACCESS COVER.
 AE9231
 AE9231                          STATION RECOVERY (1997)
 AE9231
 AE9231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE9231'IN CHICAGO AT CALUMET HARBOR, ON THE NORTHWEST SIDE OF THE CALUMET
 AE9231'RIVER, JUST UPSTREAM FROM THE U.S.  STEEL CORP., SOUTH OF A BOAT SLIP
 AE9231'AT THE U.S.  ARMY ENGINEERS DISTRICT FIELD OFFICE.  TO REACH THE
 AE9231'STATION YOU MUST ENTER THROUGH THE U.S.  STEEL CORP.  SECURITY GATE
 AE9231'LOCATED AT 86TH STREET AND GREEN BAY.  PHONE 773-933-2336.  MARK IS A
 AE9231'BRONZE DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN TO DENIAL ENCASED
 AE9231'IN A STANDARD KICK-BLOCK WITH ALUMINUM ACCESS COVER.  IT IS, 34.7 M
 AE9231'(113.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE U.S.  ARMY ENGINEERS
 AE9231'DISTRICT FIELD BUILDING (WITH FOUR BAY DOORS) , 9.2 M (30.2 FT) WEST
 AE9231'OF THE SOUTHWEST CORNER OF A STEEL BULKHEAD, AND 1.3 M (4.3 FT) SOUTH
 AE9231'OF THE NORTHWEST CORNER OF THE NOS WATERLEVEL GAGE HOUSE.
 AE9231
 AE9231                          STATION RECOVERY (2002)
 AE9231
 AE9231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DS)
 AE9231'RECOVERED AS DESCRIBED
 AE9231'
 AE9231
 AE9231                          STATION RECOVERY (2004)
 AE9231
 AE9231'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AE9231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2190 ***********************************************************************
 ME2190  TIDAL BM    -  This is a Tidal Bench Mark.
 ME2190  DESIGNATION -  908 7044 REP
 ME2190  PID         -  ME2190
 ME2190  STATE/COUNTY-  IL/COOK
 ME2190  USGS QUAD   -  LAKE CALUMET (1997)
 ME2190
 ME2190                         *CURRENT SURVEY CONTROL
 ME2190  ___________________________________________________________________
 ME2190* NAD 83(1986)-  41 43 48.     (N)    087 32 18.     (W)     SCALED    
 ME2190* NAVD 88     -       178.318  (meters)     585.03   (feet)  ADJUSTED  
 ME2190  ___________________________________________________________________
 ME2190  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2190  DYNAMIC HT  -         178.255 (meters)     584.82  (feet)  COMP
 ME2190  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 ME2190
 ME2190  VERT ORDER  -  FIRST     CLASS II
 ME2190
 ME2190.The horizontal coordinates were scaled from a topographic map and have
 ME2190.an estimated accuracy of +/- 6 seconds.
 ME2190
 ME2190.The orthometric height was determined by differential leveling
 ME2190.and adjusted by the National Geodetic Survey in April 1995..
 ME2190
 ME2190.This Tidal Bench Mark is designated as VM 13200
 ME2190.by the Center for Operational Oceanographic Products and Services.
 ME2190
 ME2190.The geoid height was determined by GEOID03.
 ME2190
 ME2190.The dynamic height is computed by dividing the NAVD 88
 ME2190.geopotential number by the normal gravity value computed on the
 ME2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2190.degrees latitude (g = 980.6199 gals.).
 ME2190
 ME2190.The modeled gravity was interpolated from observed gravity values.
 ME2190
 ME2190;                    North         East    Units  Estimated Accuracy
 ME2190;SPC IL E     -   562,420.      366,140.      MT  (+/- 180 meters Scaled)
 ME2190
 ME2190                          SUPERSEDED SURVEY CONTROL
 ME2190
 ME2190  NAVD 88 (06/15/91)  178.329  (m)          585.07   (f) UNKNOWN     1 2
 ME2190  NGVD 29 (01/19/93)  178.431  (m)          585.40   (f) ADJUSTED    1 2
 ME2190
 ME2190.Superseded values are not recommended for survey control.
 ME2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2190.See file dsdata.txt to determine how the superseded data were derived.
 ME2190
 ME2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM552199(NAD 83)
 ME2190_MARKER: B = BOLT
 ME2190_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2190+WITH SETTING: PAVEMENT
 ME2190_SP_SET: FOOTING
 ME2190_MARK LOGO: NONE  
 ME2190_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2190+STABILITY: SURFACE MOTION
 ME2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2190+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME2190
 ME2190  HISTORY     - Date     Condition        Report By
 ME2190  HISTORY     - 1972     MONUMENTED       NOS
 ME2190  HISTORY     - 1986     GOOD             NOS
 ME2190  HISTORY     - 19920806 GOOD             NGS
 ME2190  HISTORY     - 19940819 GOOD             NOS
 ME2190  HISTORY     - 19950808 GOOD             NOS
 ME2190
 ME2190                          STATION DESCRIPTION
 ME2190
 ME2190'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 ME2190'IN CHICAGO.
 ME2190'IN CHICAGO, AT CALUMET HARBOR, ON THE NW SIDE OF THE CALUMET RIVER, BE
 ME2190'U.S. STEEL CORP. RAILROAD TRACKS AND A CONCRETE FOUNDATION OF AN OLD
 ME2190'BUILDING, NOW USED AS A STORAGE PLATFORM, 4 FT NE OF THE NE LEG OF A
 ME2190'HIGH TENTION TOWER, 1.1 FT SE OF THE NW CORNER OF THE 10FT X 13FT
 ME2190'CONCRETE FOUNDATION OF THE NE LEG OF THE TOWER, BEING THE HIGHEST
 ME2190'POINT OF A 3/8 INCH DIAMETER BOLT SET INTO THE FOUNDATION.
 ME2190
 ME2190                          STATION RECOVERY (1992)
 ME2190
 ME2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2190'IN CHICAGO, AT THE INTERSECTION OF SOUTH O AVENUE AND EAST 91ST
 ME2190'STREET, A BOLT IN TOP OF AND 0.4 M (1.3 FT) SOUTHEAST OF THE
 ME2190'NORTHWEST CORNER OF THE CONCRETE FOOTING FOR THE NORTHEAST LEG OF A
 ME2190'HIGH LINE TOWER, 97.5 M (319.9 FT) EAST OF THE EXTENDED CENTER OF THE
 ME2190'AVENUE, 45.4 M (148.9 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET,
 ME2190'21.7 M (71.2 FT) NORTH-NORTHWEST OF THE CENTER OF A PAVED ROAD
 ME2190'PARALLELING THE CALUMET RIVER, 10.5 M (34.4 FT) WEST-SOUTHWEST OF THE
 ME2190'SOUTHWEST EDGE OF A FOUNDATION OF A RAZED BUILDING, AND 1.2 M
 ME2190'(3.9 FT) NORTHWEST OF THE TOWER LEG.  NOTE--THE MARK IS ON PROPERTY
 ME2190'OWNED BY U.S. STEEL CORPORATION, 3426 EAST 89TH STREET, CHICAGO IL,
 ME2190'60617, TELEPHONE NUMBER (312) 933-2339.
 ME2190
 ME2190                          STATION RECOVERY (1994)
 ME2190
 ME2190'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 ME2190'IN CHICAGO, AT THE INTERSECTION OF SOUTH O AVENUE AND EAST 91ST
 ME2190'STREET, A 3/8 INCH BOLT IN TOP OF AND 0.4 M (1.3 FT) SOUTHEAST OF THE
 ME2190'NORTHWEST CORNER OF THE CONCRETE FOOTING FOR THE NORTHEAST LEG OF A
 ME2190'HIGH LINE TOWER, 97.5 M (319.9 FT) EAST OF THE EXTENDED CENTER OF THE
 ME2190'AVENUE, 45.4 M (148.9 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET,
 ME2190'21.7 M (71.2 FT) NORTH-NORTHWEST OF THE CENTER OF A PAVED ROAD
 ME2190'PARALLELING THE CALUMET RIVER, 10.5 M (34.4 FT) WEST-SOUTHWEST OF THE
 ME2190'SOUTHWEST EDGE OF A FOUNDATION OF A RAZED BUILDING, AND 1.2 M (3.9 FT)
 ME2190'NORTHWEST OF THE TOWER LEG.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 ME2190'U.S.  STEEL CORPORATION, 3426 EAST 89TH STREET, CHICAGO IL, 60617,
 ME2190'TELEPHONE NUMBER (312) 933-2339.
 ME2190
 ME2190                          STATION RECOVERY (1995)
 ME2190
 ME2190'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 ME2190'IN CHICAGO, AT THE INTERSECTION OF SOUTH O AVENUE AND EAST 91ST
 ME2190'STREET, A 3/8 INCH BOLT IN TOP OF AND 0.4 M (1.3 FT) SOUTHEAST OF THE
 ME2190'NORTHWEST CORNER OF THE CONCRETE FOOTING FOR THE NORTHEAST LEG OF A
 ME2190'HIGH LINE TOWER, 97.5 M (319.9 FT) EAST OF THE EXTENDED CENTER OF THE
 ME2190'AVENUE, 45.4 M (148.9 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET,
 ME2190'21.7 M (71.2 FT) NORTH-NORTHWEST OF THE CENTER OF A PAVED ROAD
 ME2190'PARALLELING THE CALUMET RIVER, 10.5 M (34.4 FT) WEST-SOUTHWEST OF THE
 ME2190'SOUTHWEST EDGE OF A FOUNDATION OF A RAZED BUILDING, AND 1.2 M (3.9 FT)
 ME2190'NORTHWEST OF THE TOWER LEG.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 ME2190'U.S.  STEEL CORPORATION, 3426 EAST 89TH STREET, CHICAGO IL, 60617,
 ME2190'TELEPHONE NUMBER (312) 933-2339.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1145 ***********************************************************************
 JB1145  DESIGNATION -  92 S
 JB1145  PID         -  JB1145
 JB1145  STATE/COUNTY-  IL/WASHINGTON
 JB1145  USGS QUAD   -  ADDIEVILLE (1974)
 JB1145
 JB1145                         *CURRENT SURVEY CONTROL
 JB1145  ___________________________________________________________________
 JB1145* NAD 83(1986)-  38 24 17.     (N)    089 23 21.     (W)     SCALED    
 JB1145* NAVD 88     -       139.735  (meters)     458.45   (feet)  ADJUSTED  
 JB1145  ___________________________________________________________________
 JB1145  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JB1145  DYNAMIC HT  -         139.647 (meters)     458.16  (feet)  COMP
 JB1145  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 JB1145
 JB1145  VERT ORDER  -  SECOND    CLASS 0
 JB1145
 JB1145.The horizontal coordinates were scaled from a topographic map and have
 JB1145.an estimated accuracy of +/- 6 seconds.
 JB1145
 JB1145.The orthometric height was determined by differential leveling
 JB1145.and adjusted by the National Geodetic Survey in June 1991..
 JB1145
 JB1145.The geoid height was determined by GEOID03.
 JB1145
 JB1145.The dynamic height is computed by dividing the NAVD 88
 JB1145.geopotential number by the normal gravity value computed on the
 JB1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1145.degrees latitude (g = 980.6199 gals.).
 JB1145
 JB1145.The modeled gravity was interpolated from observed gravity values.
 JB1145
 JB1145;                    North         East    Units  Estimated Accuracy
 JB1145;SPC IL W     -   193,180.      767,910.      MT  (+/- 180 meters Scaled)
 JB1145
 JB1145                          SUPERSEDED SURVEY CONTROL
 JB1145
 JB1145  NGVD 29 (??/??/92)  139.857  (m)          458.85   (f) ADJ UNCH    2 0
 JB1145
 JB1145.Superseded values are not recommended for survey control.
 JB1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1145.See file dsdata.txt to determine how the superseded data were derived.
 JB1145
 JB1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH913534(NAD 83)
 JB1145_MARKER: DD = SURVEY DISK
 JB1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1145_STAMPING: 92 S 1928
 JB1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1145+STABILITY: SURFACE MOTION
 JB1145
 JB1145  HISTORY     - Date     Condition        Report By
 JB1145  HISTORY     - 1928     MONUMENTED       USGS
 JB1145  HISTORY     - 1961     GOOD             NGS
 JB1145
 JB1145                          STATION DESCRIPTION
 JB1145
 JB1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB1145'3 MI SW FROM NEW MINDEN.
 JB1145'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1145'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 1.0 MILE WEST
 JB1145'ALONG AN OILED ROAD, THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD,
 JB1145'AT THE JUNCTION OF AN ASPHALT PAVED ROAD EAST, AND A DIRT ROAD
 JB1145'SOUTH, AT A FARM HOUSE WEST OF THE ROAD, 20 FEET WEST OF THE
 JB1145'CENTER LINE OF THE ROAD, 4.5 FEET NORTH OF THE EXTENDED CENTER
 JB1145'LINE OF THE ASPHALT PAVED ROAD EAST, 8.5 FEET SOUTH OF THE
 JB1145'CENTER OF THE ENTRANCE TO THE BARN LOT, 13 FEET SOUTHEAST OF THE
 JB1145'SOUTHEAST CORNER OF THE ENTRANCE TO THE BARN LOT, 13 FEET
 JB1145'SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 27 FEET NORTH OF
 JB1145'A POWER POLE, 7 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 JB1145'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0067 ***********************************************************************
 NH0067  DESIGNATION -  93 A
 NH0067  PID         -  NH0067
 NH0067  STATE/COUNTY-  IL/KANE
 NH0067  USGS QUAD   -  PINGREE GROVE (1992)
 NH0067
 NH0067                         *CURRENT SURVEY CONTROL
 NH0067  ___________________________________________________________________
 NH0067* NAD 83(1986)-  42 02 35.     (N)    088 22 35.     (W)     SCALED    
 NH0067* NAVD 88     -       274.574  (meters)     900.83   (feet)  ADJUSTED  
 NH0067  ___________________________________________________________________
 NH0067  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0067  DYNAMIC HT  -         274.478 (meters)     900.52  (feet)  COMP
 NH0067  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 NH0067
 NH0067  VERT ORDER  -  FIRST     CLASS I
 NH0067
 NH0067.The horizontal coordinates were scaled from a topographic map and have
 NH0067.an estimated accuracy of +/- 6 seconds.
 NH0067
 NH0067.The orthometric height was determined by differential leveling
 NH0067.and adjusted by the National Geodetic Survey in June 1991..
 NH0067.WARNING-Repeat measurements at this control monument indicate possible
 NH0067.vertical movement.
 NH0067
 NH0067.The geoid height was determined by GEOID03.
 NH0067
 NH0067.The dynamic height is computed by dividing the NAVD 88
 NH0067.geopotential number by the normal gravity value computed on the
 NH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0067.degrees latitude (g = 980.6199 gals.).
 NH0067
 NH0067.The modeled gravity was interpolated from observed gravity values.
 NH0067
 NH0067;                    North         East    Units  Estimated Accuracy
 NH0067;SPC IL E     -   596,890.      296,440.      MT  (+/- 180 meters Scaled)
 NH0067
 NH0067                          SUPERSEDED SURVEY CONTROL
 NH0067
 NH0067  NGVD 29 (??/??/92)  274.641  (m)          901.05   (f) ADJ UNCH    1 1
 NH0067
 NH0067.Superseded values are not recommended for survey control.
 NH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0067.See file dsdata.txt to determine how the superseded data were derived.
 NH0067
 NH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM860554(NAD 83)
 NH0067_MARKER: P = PIPE CAP
 NH0067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0067_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0067_STAMPING: ILL 93A 1922
 NH0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0067
 NH0067  HISTORY     - Date     Condition        Report By
 NH0067  HISTORY     - 1922     MONUMENTED       USGS
 NH0067  HISTORY     - 1969     GOOD             NGS
 NH0067  HISTORY     - 1988     POOR             USPSQD
 NH0067  HISTORY     - 1990     POOR             USPSQD
 NH0067  HISTORY     - 19980511 GOOD             USPSQD
 NH0067  HISTORY     - 19991118 POOR             USPSQD
 NH0067  HISTORY     - 20010109 MARK NOT FOUND   PATRIC
 NH0067
 NH0067                          STATION DESCRIPTION
 NH0067
 NH0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0067'AT UDINA.
 NH0067'AT UDINA, AT THE NORTHEAST CORNER OF THE UDINA CEMETERY, 32 FEET
 NH0067'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 59 FEET WEST OF THE
 NH0067'CENTER LINE OF COOMBS ROAD, 192 FEET WEST OF THE NORTHWEST CORNER
 NH0067'OF A BUILDING WHICH IS OCCUPIED BY A LUNCH ROOM, 2 1/2 FEET EAST
 NH0067'OF A CEDAR TREE, 0.5 FOOT EAST OF A METAL WITNESS POST, ABOUT
 NH0067'3 FEET BELOW THE LEVEL OF THE HIGHWAY, A USGS CAP RIVETED ON
 NH0067'THE TOP OF AN IRON PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 NH0067'OF THE GROUND.  SEC 12, T41N, R 7E.
 NH0067
 NH0067                          STATION RECOVERY (1988)
 NH0067
 NH0067'RECOVERY NOTE BY US POWER SQUADRON 1988 (DDR)
 NH0067'MARK RECOVERED IN POOR CONDITION.
 NH0067
 NH0067                          STATION RECOVERY (1990)
 NH0067
 NH0067'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0067'MARK RECOVERED IN POOR CONDITION.
 NH0067
 NH0067                          STATION RECOVERY (1998)
 NH0067
 NH0067'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0067'RECOVERED IN GOOD CONDITION.
 NH0067
 NH0067                          STATION RECOVERY (1999)
 NH0067
 NH0067'RECOVERY NOTE BY US POWER SQUADRON 1999
 NH0067'MARK RECOVERED IN POOR CONDITION.
 NH0067
 NH0067                          STATION RECOVERY (2001)
 NH0067
 NH0067'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2001 (SL)
 NH0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3048 ***********************************************************************
 AJ3048  DESIGNATION -  9302 ELGIN GPS
 AJ3048  PID         -  AJ3048
 AJ3048  STATE/COUNTY-  IL/KANE
 AJ3048  USGS QUAD   -  ELGIN (1992)
 AJ3048
 AJ3048                         *CURRENT SURVEY CONTROL
 AJ3048  ___________________________________________________________________
 AJ3048* NAD 83(1997)-  42 06 13.64230(N)    088 20 33.87731(W)     ADJUSTED  
 AJ3048* NAVD 88     -       281.7    (meters)     924.     (feet)  GPS OBS   
 AJ3048  ___________________________________________________________________
 AJ3048  X           -     137,067.811 (meters)                     COMP
 AJ3048  Y           -  -4,737,478.937 (meters)                     COMP
 AJ3048  Z           -   4,254,330.489 (meters)                     COMP
 AJ3048  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AJ3048  ELLIP HEIGHT-         248.20  (meters)          (02/03/05) GPS OBS
 AJ3048  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AJ3048
 AJ3048  HORZ ORDER  -  FIRST
 AJ3048  ELLP ORDER  -  FOURTH    CLASS II
 AJ3048
 AJ3048.The horizontal coordinates were established by GPS observations
 AJ3048.and adjusted by the National Geodetic Survey in April 2001..
 AJ3048
 AJ3048.The orthometric height was determined by GPS observations and a
 AJ3048.high-resolution geoid model.
 AJ3048
 AJ3048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3048
 AJ3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3048
 AJ3048.The ellipsoidal height was determined by GPS observations
 AJ3048.and is referenced to NAD 83.
 AJ3048
 AJ3048.The geoid height was determined by GEOID03.
 AJ3048
 AJ3048;                    North         East     Units Scale Factor Converg.
 AJ3048;SPC IL E     -   603,630.712   299,221.632   MT  0.99997501   -0 00 22.7
 AJ3048;SPC IL E     - 1,980,411.76    981,696.30   sFT  0.99997501   -0 00 22.7
 AJ3048;UTM  16      - 4,662,172.287   388,977.004   MT  0.99975167   -0 54 01.3
 AJ3048
 AJ3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3048!SPC IL E     -   0.99996107  x   0.99997501  =   0.99993608
 AJ3048!UTM  16      -   0.99996107  x   0.99975167  =   0.99971275
 AJ3048
 AJ3048                          SUPERSEDED SURVEY CONTROL
 AJ3048
 AJ3048  ELLIP H (04/25/01)  248.22   (m)                       GP(       ) 3 2
 AJ3048
 AJ3048.Superseded values are not recommended for survey control.
 AJ3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3048.See file dsdata.txt to determine how the superseded data were derived.
 AJ3048
 AJ3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8897762172(NAD 83)
 AJ3048_MARKER: DD = SURVEY DISK
 AJ3048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3048_STAMPING: 9302
 AJ3048_MARK LOGO: KCIDOT
 AJ3048_PROJECTION: FLUSH
 AJ3048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ3048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3048+STABILITY: SURFACE MOTION
 AJ3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3048+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 AJ3048
 AJ3048  HISTORY     - Date     Condition        Report By
 AJ3048  HISTORY     - 1993     MONUMENTED       DENI
 AJ3048  HISTORY     - 20000919 GOOD             SECI
 AJ3048  HISTORY     - 20051125 GOOD             GEOCAC
 AJ3048
 AJ3048                          STATION DESCRIPTION
 AJ3048
 AJ3048'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3048'STATION IS LOCATED IN CITY OF ELGIN, IN SECTION 19, T42N, R8E. TO
 AJ3048'REACH FROM THE INTERSECTION OF IL RT 72 AND RANDALL RD, PROCEED
 AJ3048'WEST ON RT 72 0.4 MILE TO THE STATION 140 FT NORTH OF THE
 AJ3048'CENTERLINE OF RT 72, 15 FT WEST OF THE CENTERLINE OF THE EASTERLY
 AJ3048'DRIVE FOR DUNDEE MIDDLE SCHOOL, ADJACENT TO A PAINTED ARROW ON
 AJ3048'THE DRIVE, 2.5 FT WEST OF THE BACK OF CURB.  MARK IS 3 1/4 INCH
 AJ3048'ALUMINUM CAP STATMPED - CITY OF ELGIN GPS MARK- IN CONCRETE, FLUSH
 AJ3048'WITH GROUND - REBAR IMBEDDED, SET IN 1993.
 AJ3048'
 AJ3048
 AJ3048                          STATION RECOVERY (2005)
 AJ3048
 AJ3048'RECOVERY NOTE BY GEOCACHING 2005 (MUP)
 AJ3048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0062 ***********************************************************************
 NH0062  DESIGNATION -  94 A
 NH0062  PID         -  NH0062
 NH0062  STATE/COUNTY-  IL/KANE
 NH0062  USGS QUAD   -  ELGIN (1992)
 NH0062
 NH0062                         *CURRENT SURVEY CONTROL
 NH0062  ___________________________________________________________________
 NH0062* NAD 83(1986)-  42 01 50.     (N)    088 20 05.     (W)     SCALED    
 NH0062* NAVD 88     -       248.198  (meters)     814.30   (feet)  ADJUSTED  
 NH0062  ___________________________________________________________________
 NH0062  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NH0062  DYNAMIC HT  -         248.112 (meters)     814.01  (feet)  COMP
 NH0062  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 NH0062
 NH0062  VERT ORDER  -  FIRST     CLASS II
 NH0062
 NH0062.The horizontal coordinates were scaled from a topographic map and have
 NH0062.an estimated accuracy of +/- 6 seconds.
 NH0062
 NH0062.The orthometric height was determined by differential leveling
 NH0062.and adjusted by the National Geodetic Survey in June 1991..
 NH0062
 NH0062.The geoid height was determined by GEOID03.
 NH0062
 NH0062.The dynamic height is computed by dividing the NAVD 88
 NH0062.geopotential number by the normal gravity value computed on the
 NH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0062.degrees latitude (g = 980.6199 gals.).
 NH0062
 NH0062.The modeled gravity was interpolated from observed gravity values.
 NH0062
 NH0062;                    North         East    Units  Estimated Accuracy
 NH0062;SPC IL E     -   595,500.      299,890.      MT  (+/- 180 meters Scaled)
 NH0062
 NH0062                          SUPERSEDED SURVEY CONTROL
 NH0062
 NH0062  NGVD 29 (??/??/92)  248.269  (m)          814.53   (f) ADJ UNCH    1 2
 NH0062
 NH0062.Superseded values are not recommended for survey control.
 NH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0062.See file dsdata.txt to determine how the superseded data were derived.
 NH0062
 NH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM895540(NAD 83)
 NH0062_MARKER: DB = BENCH MARK DISK
 NH0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0062_SP_SET: CULVERT
 NH0062_STAMPING: ILL 94A 1922
 NH0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0062
 NH0062  HISTORY     - Date     Condition        Report By
 NH0062  HISTORY     - 1922     MONUMENTED       CGS
 NH0062  HISTORY     - 1947     GOOD             NGS
 NH0062  HISTORY     - 1969     MARK NOT FOUND   NGS
 NH0062  HISTORY     - 19980511 MARK NOT FOUND   USPSQD
 NH0062
 NH0062                          STATION DESCRIPTION
 NH0062
 NH0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NH0062'2.4 MI E FROM UDINA.
 NH0062'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE SCHOOL AT
 NH0062'UDINA, ABOUT 2.9 MILES WEST OF THE CITY HALL AT ELGIN, ABOUT
 NH0062'0.2 MILE WEST OF THE ENTRANCE TO THE GIRL SCOUT CAMP, SET IN
 NH0062'THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 4-FOOT
 NH0062'CONCRETE BOX CULVERT, 18 FEET SOUTH OF THE CENTER LINE OF THE
 NH0062'HIGHWAY, 2.5 FEET WEST OF THE EAST END OF THE CULVERT AND ABOUT
 NH0062'0.5 FOOT ABOVE THE HIGHWAY.
 NH0062
 NH0062                          STATION RECOVERY (1969)
 NH0062
 NH0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0062'MARK NOT FOUND.
 NH0062
 NH0062                          STATION RECOVERY (1998)
 NH0062
 NH0062'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1867 ***********************************************************************
 JB1867  DESIGNATION -  94S USGS 1962
 JB1867  PID         -  JB1867
 JB1867  STATE/COUNTY-  IL/JEFFERSON
 JB1867  USGS QUAD   -  IRVINGTON (1974)
 JB1867
 JB1867                         *CURRENT SURVEY CONTROL
 JB1867  ___________________________________________________________________
 JB1867* NAD 83(1997)-  38 22 48.52511(N)    089 07 38.20215(W)     ADJUSTED  
 JB1867* NAVD 88     -       161.73   (+/-2cm)     530.6    (feet)  VERTCON   
 JB1867  ___________________________________________________________________
 JB1867  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JB1867  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JB1867
 JB1867  HORZ ORDER  -  SECOND
 JB1867  VERT ORDER  -  THIRD ? (See Below)
 JB1867
 JB1867.The horizontal coordinates were established by classical geodetic methods
 JB1867.and adjusted by the National Geodetic Survey in October 1999..
 JB1867
 JB1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1867.The vertical order pertains to the NGVD 29 superseded value.
 JB1867
 JB1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1867
 JB1867.The geoid height was determined by GEOID03.
 JB1867
 JB1867;                    North         East     Units Scale Factor Converg.
 JB1867;SPC IL E     -   190,468.445   230,628.583   MT  1.00003424   -0 29 34.7
 JB1867;SPC IL E     -   624,895.22    756,653.94   sFT  1.00003424   -0 29 34.7
 JB1867;SPC IL W     -   190,675.046   790,814.574   MT  1.00004271   +0 38 43.4
 JB1867;SPC IL W     -   625,573.05  2,594,530.81   sFT  1.00004271   +0 38 43.4
 JB1867;UTM  16      - 4,250,136.563   314,188.998   MT  1.00002521   -1 19 16.2
 JB1867
 JB1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1867!SPC IL E     -   0.99997936  x   1.00003424  =   1.00001360
 JB1867!SPC IL W     -   0.99997936  x   1.00004271  =   1.00002207
 JB1867!UTM  16      -   0.99997936  x   1.00002521  =   1.00000457
 JB1867
 JB1867                          SUPERSEDED SURVEY CONTROL
 JB1867
 JB1867  NAD 83(1997)-  38 22 48.53997(N)    089 07 38.20053(W) AD(       ) 2
 JB1867  NAD 83(1986)-  38 22 48.54014(N)    089 07 38.20040(W) AD(       ) 2
 JB1867  NAD 27      -  38 22 48.36430(N)    089 07 37.93956(W) AD(       ) 2
 JB1867  NGVD 29 (07/19/86)  161.84   (m)          531.0    (f) LEVELING    3  
 JB1867
 JB1867.Superseded values are not recommended for survey control.
 JB1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1867.See file dsdata.txt to determine how the superseded data were derived.
 JB1867
 JB1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1418950137(NAD 83)
 JB1867_MARKER: DB = BENCH MARK DISK
 JB1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1867+STABILITY: SURFACE MOTION
 JB1867
 JB1867  HISTORY     - Date     Condition        Report By
 JB1867  HISTORY     - 1962     MONUMENTED       USGS
 JB1867
 JB1867                          STATION DESCRIPTION
 JB1867
 JB1867'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (VBM)
 JB1867'THE STATION IS ABOUT 5 MILES NORTHEAST OF ASHLEY, ABOUT 3 MILES
 JB1867'EAST OF RICHVIEW, IN THE SOUTHEAST 1/4 OF SEC. 6, T. 2 S., R. 1E.,
 JB1867'AND ON THE PROPERTY OF THE WHITE SWAN BAPTIST CHURCH.  IT IS A U.S.
 JB1867'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED S 9 1928 SET IN THE TOP
 JB1867'OF A 6 INCH BY 6 INCH CONCRETE POST THAT IS 3 INCHES BELOW THE SURFACE
 JB1867'OF THE GROUND.  THE MONUMENT IS 46 FEET NORTHEAST OF THE NORTHEAST
 JB1867'CORNER OF THE CHURCH BUILDING, 40 FEET WEST OF THE CENTERLINE OF
 JB1867'AN OILED ROAD, 25 FEET SOUTH OF THE CENTERLINE OF AN OILED ROAD
 JB1867'AND 21 FEET NORTHWEST OF A POWER POLE.
 JB1867'
 JB1867'TO REACH FROM THE APPROXIMATE CENTER OF RICHVIEW, GO NORTH AND EAST
 JB1867'ON U.S. HIGHWAY 51 FOR 0.4 MILE TO A Y-FORK AT A POINT WHERE HIGHWAY
 JB1867'51 TURNS LEFT.  TAKE THE RIGHT FORK AND GO EAST ON AN OILED
 JB1867'ROAD FOR 2.5 MILES TO THE WHITE SWAN BAPTIST CHURCH AND THE
 JB1867'STATION ON THE RIGHT.
 JB1867'
 JB1867'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SWAN, THE
 JB1867'DISTANCE BEING 188.91 FEET AND 57.5807 METERS.
 JB1867'
 JB1867'OFFICE NOTE--U.S.G.S INDICATE THAT MARK IS STAMPED 94 S 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3077 ***********************************************************************
 AH3077  DESIGNATION -  95 2161 ST
 AH3077  PID         -  AH3077
 AH3077  STATE/COUNTY-  IL/STARK
 AH3077  USGS QUAD   -  BRADFORD (1983)
 AH3077
 AH3077                         *CURRENT SURVEY CONTROL
 AH3077  ___________________________________________________________________
 AH3077* NAD 83(1997)-  41 08 28.40757(N)    089 39 27.13826(W)     ADJUSTED  
 AH3077* NAVD 88     -       235.3    (meters)     772.     (feet)  GPS OBS   
 AH3077  ___________________________________________________________________
 AH3077  X           -      28,752.221 (meters)                     COMP
 AH3077  Y           -  -4,810,353.394 (meters)                     COMP
 AH3077  Z           -   4,174,380.221 (meters)                     COMP
 AH3077  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AH3077  ELLIP HEIGHT-         202.26  (meters)          (12/06/04) GPS OBS
 AH3077  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH3077
 AH3077  HORZ ORDER  -  FIRST
 AH3077  ELLP ORDER  -  FOURTH    CLASS I
 AH3077
 AH3077.The horizontal coordinates were established by GPS observations
 AH3077.and adjusted by the National Geodetic Survey in September 1998..
 AH3077
 AH3077.The orthometric height was determined by GPS observations and a
 AH3077.high-resolution geoid model.
 AH3077
 AH3077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3077
 AH3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3077
 AH3077.The ellipsoidal height was determined by GPS observations
 AH3077.and is referenced to NAD 83.
 AH3077
 AH3077.The geoid height was determined by GEOID03.
 AH3077
 AH3077;                    North         East     Units Scale Factor Converg.
 AH3077;SPC IL W     -   496,833.250   742,741.602   MT  0.99996365   +0 20 05.9
 AH3077;SPC IL W     - 1,630,027.09  2,436,811.41   sFT  0.99996365   +0 20 05.9
 AH3077;UTM  16      - 4,557,838.897   276,963.800   MT  1.00021227   -1 44 57.0
 AH3077
 AH3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3077!SPC IL W     -   0.99996828  x   0.99996365  =   0.99993193
 AH3077!UTM  16      -   0.99996828  x   1.00021227  =   1.00018054
 AH3077
 AH3077:                Primary Azimuth Mark                     Grid Az
 AH3077:SPC IL W     -  95 2162 ST                               357 49 41.5
 AH3077:UTM  16      -  95 2162 ST                               359 54 44.4
 AH3077
 AH3077|---------------------------------------------------------------------|
 AH3077| PID    Reference Object                     Distance      Geod. Az  |
 AH3077|                                                           dddmmss.s |
 AH3077| AH3078 95 2162 ST                          APPROX. 0.8 KM 3580947.4 |
 AH3077|---------------------------------------------------------------------|
 AH3077
 AH3077                          SUPERSEDED SURVEY CONTROL
 AH3077
 AH3077  ELLIP H (09/15/98)  202.29   (m)                       GP(       ) 3 1
 AH3077
 AH3077.Superseded values are not recommended for survey control.
 AH3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3077.See file dsdata.txt to determine how the superseded data were derived.
 AH3077
 AH3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7696457839(NAD 83)
 AH3077_MARKER: I = METAL ROD
 AH3077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3077_STAMPING: 2161
 AH3077_MARK LOGO: ILDT  
 AH3077_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3077_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3077+STABILITY: POSITION/ELEVATION WELL
 AH3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3077+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3077_ROD/PIPE-DEPTH:  2.4 meters
 AH3077_SLEEVE-DEPTH  :  0.9 meters
 AH3077
 AH3077  HISTORY     - Date     Condition        Report By
 AH3077  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3077  HISTORY     - 20060328 POOR             FOTH
 AH3077
 AH3077                          STATION DESCRIPTION
 AH3077
 AH3077'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3077'STATION IS LOCATED APPROXIMATELY 2.5 MI (4.0 KM) SOUTH OF BRADFORD,
 AH3077'4.6 MI (7.4 KM) NORTHWEST OF CAMP GROVE, 3.2 MI (5.1 KM) NORTHEAST OF
 AH3077'CASTLETON.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 17 AND
 AH3077'ILLINOIS ROUTE 40 (FORMERLY ILLINOIS ROUTE 88) , PROCEED NORTH ON
 AH3077'ILLINOIS ROUTE 40 FOR APPROXIMENTLY 4.5 MI (7.2 KM) TO THE STATION ON
 AH3077'THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 40 AT THE SOUTHEAST CORNER OF
 AH3077'THE INTERSECTION OF ILLINOIS ROUTE 40 AND TOWNSHIP ROAD 1150 N.  NEAR
 AH3077'THE STARK COUNTY MILE MARKER 5.47.  THE STATION IS LOCATED 41.5 FT
 AH3077'(12.6 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 40, 28.5 FT (8.7 M)
 AH3077'SOUTH OF THE CENTERLINE OF TOWNSHIP ROAD 1150 N, 68 FT (20.7 M) SOUTH
 AH3077'OF A WOODEN FENCE POST TO A FENCE THAT RUNS NORTH, 55 FT (16.8 M)
 AH3077'SOUTHWEST OF A BURIED FIBEROPTIC CABLE POST, 132.4 FT (40.4 M) WEST OF
 AH3077'A POWER POLE, 30 FT (9.1 M) WEST OF THE WEST END OF A CORRIGATED METAL
 AH3077'PIPE, AND 74.1 FT (22.6 M) NORTHEAST OF A BURRIED FIBEROPTIC CABLE
 AH3077'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.
 AH3077'AMERICAN SURVEYING CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995.
 AH3077'SMITH ENGINEERING CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL
 AH3077'1996.
 AH3077
 AH3077                          STATION RECOVERY (2006)
 AH3077
 AH3077'RECOVERY NOTE BY FOTH AND VAN DYKE 2006 (DWS)
 AH3077'CAP AND CONCRETE COLLAR HAVE BEEN DESTROYED AND REMOVED FROM THE AREA.
 AH3077'POINT APPEARS TO HAVE BEEN HIT AND DAMAGED AS IT IS NO LONGER STRAIGHT
 AH3077'IN THE PVC COLLAR.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3078 ***********************************************************************
 AH3078  DESIGNATION -  95 2162 ST
 AH3078  PID         -  AH3078
 AH3078  STATE/COUNTY-  IL/STARK
 AH3078  USGS QUAD   -  BRADFORD (1983)
 AH3078
 AH3078                         *CURRENT SURVEY CONTROL
 AH3078  ___________________________________________________________________
 AH3078* NAD 83(1997)-  41 08 54.07633(N)    089 39 28.22730(W)     ADJUSTED  
 AH3078* NAVD 88     -       236.1    (meters)     775.     (feet)  GPS OBS   
 AH3078  ___________________________________________________________________
 AH3078  X           -      28,723.715 (meters)                     COMP
 AH3078  Y           -  -4,809,833.074 (meters)                     COMP
 AH3078  Z           -   4,174,977.028 (meters)                     COMP
 AH3078  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AH3078  ELLIP HEIGHT-         202.99  (meters)          (12/06/04) GPS OBS
 AH3078  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH3078
 AH3078  HORZ ORDER  -  FIRST
 AH3078  ELLP ORDER  -  FOURTH    CLASS I
 AH3078
 AH3078.The horizontal coordinates were established by GPS observations
 AH3078.and adjusted by the National Geodetic Survey in September 1998..
 AH3078
 AH3078.The orthometric height was determined by GPS observations and a
 AH3078.high-resolution geoid model.
 AH3078
 AH3078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3078
 AH3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3078
 AH3078.The ellipsoidal height was determined by GPS observations
 AH3078.and is referenced to NAD 83.
 AH3078
 AH3078.The geoid height was determined by GEOID03.
 AH3078
 AH3078;                    North         East     Units Scale Factor Converg.
 AH3078;SPC IL W     -   497,624.917   742,711.579   MT  0.99996362   +0 20 05.3
 AH3078;SPC IL W     - 1,632,624.42  2,436,712.91   sFT  0.99996362   +0 20 05.3
 AH3078;UTM  16      - 4,558,631.329   276,962.589   MT  1.00021228   -1 44 58.6
 AH3078
 AH3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3078!SPC IL W     -   0.99996816  x   0.99996362  =   0.99993178
 AH3078!UTM  16      -   0.99996816  x   1.00021228  =   1.00018043
 AH3078
 AH3078:                Primary Azimuth Mark                     Grid Az
 AH3078:SPC IL W     -  95 2161 ST                               177 49 41.4
 AH3078:UTM  16      -  95 2161 ST                               179 54 45.3
 AH3078
 AH3078|---------------------------------------------------------------------|
 AH3078| PID    Reference Object                     Distance      Geod. Az  |
 AH3078|                                                           dddmmss.s |
 AH3078| AH3077 95 2161 ST                          APPROX. 0.8 KM 1780946.7 |
 AH3078|---------------------------------------------------------------------|
 AH3078
 AH3078                          SUPERSEDED SURVEY CONTROL
 AH3078
 AH3078  ELLIP H (09/15/98)  203.02   (m)                       GP(       ) 3 1
 AH3078
 AH3078.Superseded values are not recommended for survey control.
 AH3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3078.See file dsdata.txt to determine how the superseded data were derived.
 AH3078
 AH3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7696358631(NAD 83)
 AH3078_MARKER: I = METAL ROD
 AH3078_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3078_STAMPING: 2162
 AH3078_MARK LOGO: ILDT  
 AH3078_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3078_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3078+STABILITY: POSITION/ELEVATION WELL
 AH3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3078+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 AH3078_ROD/PIPE-DEPTH:  3.7 meters
 AH3078_SLEEVE-DEPTH  :  0.9 meters
 AH3078
 AH3078  HISTORY     - Date     Condition        Report By
 AH3078  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3078  HISTORY     - 20060328 GOOD             FOTH
 AH3078
 AH3078                          STATION DESCRIPTION
 AH3078
 AH3078'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3078'STATION IS LOCATED APPROXIMATELY 2.0 MI (3.2 KM) SOUTH OF BRADFORD,
 AH3078'4.6 MI (7.4 KM) NORTHWEST OF CAMP GROVE, 3.2 MI (5.1 KM) NORTHEAST OF
 AH3078'CASTLETON.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 17 AND
 AH3078'ILLINOIS ROUTE 40 (FORMERLY ILLINOIS ROUTE 88) , PROCEED NORTH ON
 AH3078'ILLINOIS ROUTE 40 FOR APPROXIMENTLY 5.0 MI (8.0 KM) TO THE STATION ON
 AH3078'THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 40 TO A FENCE HEADING WEST. THE
 AH3078'STATION IS LOCATED 51.3 FT (15.6 M) WEST OF THE CENTERLINE OF ILLINOIS
 AH3078'ROUTE 40, 97.4 FT (29.7 M) WEST OF A CONCRETE R.O.W. MARKER, 45.0 FT
 AH3078'(13.7 M) WEST OF A SURVEY DISK STAMPED SW 36, 4.1 FT (1.2 M) NORTH OF
 AH3078'A CONCRETE R.O.W.  MARKER, 5.5 FT (1.7 M) NORTHEAST OF A FENCE POST.
 AH3078'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  AMERICAN
 AH3078'SURVEYING CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995.  SMITH
 AH3078'ENGINEERING CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL 1996.
 AH3078
 AH3078                          STATION RECOVERY (2006)
 AH3078
 AH3078'RECOVERY NOTE BY FOTH AND VAN DYKE 2006 (DWS)
 AH3078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3080 ***********************************************************************
 AH3080  DESIGNATION -  95 2264 ST
 AH3080  PID         -  AH3080
 AH3080  STATE/COUNTY-  IL/STARK
 AH3080  USGS QUAD   -  BRADFORD (1983)
 AH3080
 AH3080                         *CURRENT SURVEY CONTROL
 AH3080  ___________________________________________________________________
 AH3080* NAD 83(1997)-  41 10 37.97927(N)    089 40 36.80351(W)     ADJUSTED  
 AH3080* NAVD 88     -       238.7    (meters)     783.     (feet)  GPS OBS   
 AH3080  ___________________________________________________________________
 AH3080  X           -      27,112.717 (meters)                     COMP
 AH3080  Y           -  -4,807,734.575 (meters)                     COMP
 AH3080  Z           -   4,177,391.952 (meters)                     COMP
 AH3080  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AH3080  ELLIP HEIGHT-         205.64  (meters)          (12/06/04) GPS OBS
 AH3080  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH3080
 AH3080  HORZ ORDER  -  FIRST
 AH3080  ELLP ORDER  -  FOURTH    CLASS I
 AH3080
 AH3080.The horizontal coordinates were established by GPS observations
 AH3080.and adjusted by the National Geodetic Survey in September 1998..
 AH3080
 AH3080.The orthometric height was determined by GPS observations and a
 AH3080.high-resolution geoid model.
 AH3080
 AH3080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3080
 AH3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3080
 AH3080.The ellipsoidal height was determined by GPS observations
 AH3080.and is referenced to NAD 83.
 AH3080
 AH3080.The geoid height was determined by GEOID03.
 AH3080
 AH3080;                    North         East     Units Scale Factor Converg.
 AH3080;SPC IL W     -   500,820.896   741,094.543   MT  0.99996195   +0 19 20.9
 AH3080;SPC IL W     - 1,643,109.89  2,431,407.68   sFT  0.99996195   +0 19 20.9
 AH3080;UTM  16      - 4,561,884.849   275,462.521   MT  1.00022054   -1 45 47.4
 AH3080
 AH3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3080!SPC IL W     -   0.99996775  x   0.99996195  =   0.99992970
 AH3080!UTM  16      -   0.99996775  x   1.00022054  =   1.00018828
 AH3080
 AH3080                          SUPERSEDED SURVEY CONTROL
 AH3080
 AH3080  ELLIP H (09/15/98)  205.66   (m)                       GP(       ) 3 1
 AH3080
 AH3080.Superseded values are not recommended for survey control.
 AH3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3080.See file dsdata.txt to determine how the superseded data were derived.
 AH3080
 AH3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7546361885(NAD 83)
 AH3080_MARKER: I = METAL ROD
 AH3080_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3080_STAMPING: 2264
 AH3080_MARK LOGO: ILDT  
 AH3080_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3080_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3080+STABILITY: POSITION/ELEVATION WELL
 AH3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3080+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3080_ROD/PIPE-DEPTH:  2.4 meters
 AH3080_SLEEVE-DEPTH  :  0.9 meters
 AH3080
 AH3080  HISTORY     - Date     Condition        Report By
 AH3080  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3080
 AH3080                          STATION DESCRIPTION
 AH3080
 AH3080'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3080'STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) WEST OF BRADFORD, 7.5
 AH3080'MI (12.1 KM) NORTHWEST FO CAMP GROVE, 4.5 MI (7.2 KM) NORTHEAST OF
 AH3080'CASTLETON.  THE STATION IS LOCATED AT THE SOUTHWEST INTERSECTION OF
 AH3080'ILLINOIS ROUTE 93 AND ILLINOIS ROUTE 40 (FORMERLY ILLINOIS ROUTE 88) ,
 AH3080'30 FT (9.1 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 40, 59 FT (18.0
 AH3080'M) SOUTH OF THE CENTERLINE OF ILLINOIS ROUTE 93, 26.6 FT (8.1 M)
 AH3080'SOUTHEAST OF A CONCRETE HEADWALL OF A PIPE CROSSING UNDER ILLINOIS
 AH3080'ROUTE 40, 18.7 FT (5.7 M) SOUTHWEST OF A STORM DRAIN, 52 FT (15.8 M)
 AH3080'SOUTHWEST OF A STORM DRAIN, 67 FT (20.4 M) SOUTHWEST OF A CONCRETE
 AH3080'HEADWALL OF A PIPE CROSSING UNDER ILLINOIS ROUTE 40, 58 FT (17.7 M)
 AH3080'SOUTHWEST OF A BURRIED FIBEROPTIC CABLE POST, 61 FT (18.6 M) SOUTHWEST
 AH3080'OF A POWER POLE, 64 FT (19.5 M) NORTHWEST OF A POWER POLE.
 AH3080'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  AMERICAN
 AH3080'SURVEYING CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995.  SMITH
 AH3080'ENGINEERING CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3079 ***********************************************************************
 AH3079  DESIGNATION -  95 2267 ST
 AH3079  PID         -  AH3079
 AH3079  STATE/COUNTY-  IL/STARK
 AH3079  USGS QUAD   -  BRADFORD (1983)
 AH3079
 AH3079                         *CURRENT SURVEY CONTROL
 AH3079  ___________________________________________________________________
 AH3079* NAD 83(1997)-  41 13 46.55747(N)    089 40 41.33027(W)     ADJUSTED  
 AH3079* NAVD 88     -       226.4    (meters)     743.     (feet)  GPS OBS   
 AH3079  ___________________________________________________________________
 AH3079  X           -      26,985.625 (meters)                     COMP
 AH3079  Y           -  -4,803,893.653 (meters)                     COMP
 AH3079  Z           -   4,181,760.951 (meters)                     COMP
 AH3079  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AH3079  ELLIP HEIGHT-         193.34  (meters)          (12/06/04) GPS OBS
 AH3079  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH3079
 AH3079  HORZ ORDER  -  FIRST
 AH3079  ELLP ORDER  -  FOURTH    CLASS I
 AH3079
 AH3079.The horizontal coordinates were established by GPS observations
 AH3079.and adjusted by the National Geodetic Survey in September 1998..
 AH3079
 AH3079.The orthometric height was determined by GPS observations and a
 AH3079.high-resolution geoid model.
 AH3079
 AH3079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3079
 AH3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3079
 AH3079.The ellipsoidal height was determined by GPS observations
 AH3079.and is referenced to NAD 83.
 AH3079
 AH3079.The geoid height was determined by GEOID03.
 AH3079
 AH3079;                    North         East     Units Scale Factor Converg.
 AH3079;SPC IL W     -   506,637.514   740,956.365   MT  0.99996181   +0 19 19.1
 AH3079;SPC IL W     - 1,662,193.24  2,430,954.34   sFT  0.99996181   +0 19 19.1
 AH3079;UTM  16      - 4,567,704.145   275,536.250   MT  1.00022012   -1 45 57.0
 AH3079
 AH3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3079!SPC IL W     -   0.99996967  x   0.99996181  =   0.99993149
 AH3079!UTM  16      -   0.99996967  x   1.00022012  =   1.00018979
 AH3079
 AH3079:                Primary Azimuth Mark                     Grid Az
 AH3079:SPC IL W     -  95 2268 ST                               317 30 47.6
 AH3079:UTM  16      -  95 2268 ST                               319 36 03.7
 AH3079
 AH3079|---------------------------------------------------------------------|
 AH3079| PID    Reference Object                     Distance      Geod. Az  |
 AH3079|                                                           dddmmss.s |
 AH3079| AH3081 95 2268 ST                          APPROX. 0.6 KM 3175006.7 |
 AH3079|---------------------------------------------------------------------|
 AH3079
 AH3079                          SUPERSEDED SURVEY CONTROL
 AH3079
 AH3079  ELLIP H (09/15/98)  193.37   (m)                       GP(       ) 3 1
 AH3079
 AH3079.Superseded values are not recommended for survey control.
 AH3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3079.See file dsdata.txt to determine how the superseded data were derived.
 AH3079
 AH3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7553667704(NAD 83)
 AH3079_MARKER: I = METAL ROD
 AH3079_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3079_STAMPING: 2267
 AH3079_MARK LOGO: ILDT  
 AH3079_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3079_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3079+STABILITY: POSITION/ELEVATION WELL
 AH3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3079+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3079_ROD/PIPE-DEPTH:  3.7 meters
 AH3079_SLEEVE-DEPTH  :  0.9 meters
 AH3079
 AH3079  HISTORY     - Date     Condition        Report By
 AH3079  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3079
 AH3079                          STATION DESCRIPTION
 AH3079
 AH3079'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3079'STATION IS LOCATED APPROXIMATELY 4.0 MI (6.4 KM) NORTHWEST OF
 AH3079'BRADFORD, 7.0 MI (11.3 KM) SOUTH OF BUDA, 8.0 MI (12.9 KM) SOUTHEAST
 AH3079'OF NEPONSET.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 93 AND
 AH3079'ILLINOIS ROUTE 40 (FORMERLY ILLINOIS ROUTE 88) , PROCEED NORTH ON
 AH3079'ILLINOIS ROUTE 40 FOR APPROXIMENTLY 3.6 MI (5.8 KM) TO THE STATION ON
 AH3079'THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 40, APPROXIMENTLY 0.5 MI (0.8
 AH3079'KM) SOUTH OF THE STARK AND BUREAU COUNTY LINE.  THE STATION IS LOCATED
 AH3079'43 FT (13.1 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 40, +/- 325 FT
 AH3079'(99.1 M) SOUTHEAST OF A FIELD ENTRANCE TO THE WEST. NOTES--ACCESS TO
 AH3079'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  AMERICAN SURVEYING
 AH3079'CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995.  SMITH ENGINEERING
 AH3079'CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3081 ***********************************************************************
 AH3081  DESIGNATION -  95 2268 ST
 AH3081  PID         -  AH3081
 AH3081  STATE/COUNTY-  IL/STARK
 AH3081  USGS QUAD   -  BRADFORD (1983)
 AH3081
 AH3081                         *CURRENT SURVEY CONTROL
 AH3081  ___________________________________________________________________
 AH3081* NAD 83(1997)-  41 14 01.54316(N)    089 40 59.30868(W)     ADJUSTED  
 AH3081* NAVD 88     -       226.0    (meters)     741.     (feet)  GPS OBS   
 AH3081  ___________________________________________________________________
 AH3081  X           -      26,565.222 (meters)                     COMP
 AH3081  Y           -  -4,803,590.938 (meters)                     COMP
 AH3081  Z           -   4,182,108.339 (meters)                     COMP
 AH3081  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AH3081  ELLIP HEIGHT-         192.89  (meters)          (12/06/04) GPS OBS
 AH3081  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH3081
 AH3081  HORZ ORDER  -  FIRST
 AH3081  ELLP ORDER  -  FOURTH    CLASS I
 AH3081
 AH3081.The horizontal coordinates were established by GPS observations
 AH3081.and adjusted by the National Geodetic Survey in September 1998..
 AH3081
 AH3081.The orthometric height was determined by GPS observations and a
 AH3081.high-resolution geoid model.
 AH3081
 AH3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3081
 AH3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3081
 AH3081.The ellipsoidal height was determined by GPS observations
 AH3081.and is referenced to NAD 83.
 AH3081
 AH3081.The geoid height was determined by GEOID03.
 AH3081
 AH3081;                    North         East     Units Scale Factor Converg.
 AH3081;SPC IL W     -   507,097.450   740,535.106   MT  0.99996139   +0 19 07.4
 AH3081;SPC IL W     - 1,663,702.22  2,429,572.26   sFT  0.99996139   +0 19 07.4
 AH3081;UTM  16      - 4,568,179.246   275,131.923   MT  1.00022236   -1 46 09.4
 AH3081
 AH3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3081!SPC IL W     -   0.99996975  x   0.99996139  =   0.99993114
 AH3081!UTM  16      -   0.99996975  x   1.00022236  =   1.00019210
 AH3081
 AH3081:                Primary Azimuth Mark                     Grid Az
 AH3081:SPC IL W     -  95 2267 ST                               137 30 47.5
 AH3081:UTM  16      -  95 2267 ST                               139 36 04.3
 AH3081
 AH3081|---------------------------------------------------------------------|
 AH3081| PID    Reference Object                     Distance      Geod. Az  |
 AH3081|                                                           dddmmss.s |
 AH3081| AH3079 95 2267 ST                          APPROX. 0.6 KM 1374954.9 |
 AH3081|---------------------------------------------------------------------|
 AH3081
 AH3081                          SUPERSEDED SURVEY CONTROL
 AH3081
 AH3081  ELLIP H (09/15/98)  192.92   (m)                       GP(       ) 3 1
 AH3081
 AH3081.Superseded values are not recommended for survey control.
 AH3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3081.See file dsdata.txt to determine how the superseded data were derived.
 AH3081
 AH3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7513268179(NAD 83)
 AH3081_MARKER: I = METAL ROD
 AH3081_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3081_STAMPING: 2268
 AH3081_MARK LOGO: ILDT  
 AH3081_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3081_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3081+STABILITY: POSITION/ELEVATION WELL
 AH3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3081+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3081_ROD/PIPE-DEPTH:  2.4 meters
 AH3081_SLEEVE-DEPTH  :  0.9 meters
 AH3081
 AH3081  HISTORY     - Date     Condition        Report By
 AH3081  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3081
 AH3081                          STATION DESCRIPTION
 AH3081
 AH3081'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3081'STATION IS LOCATED APPROXIMATELY 4.5 MI (7.2 KM) NORTH OF BRADFORD,
 AH3081'6.5 MI (10.5 KM) SOUTH OF BUDA, 7.5 MI (12.1 KM) SOUTHEAST OF
 AH3081'NEPONSET.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 93 AND
 AH3081'ILLINOIS ROUTE 40 (FORMERLY ILLINOIS ROUTE 88) , PROCEED NORTH ON
 AH3081'ILLINOIS ROUTE 40 FOR APPROXIMENTLY 4.0 MI (6.4 KM) TO THE STATION ON
 AH3081'THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 40.  THE STATION IS AT THE
 AH3081'SOUTH EAST INTERSECTION OF ILLINOIS ROUTE 40 AND TOWNSHIP ROAD 1800 N
 AH3081'IN STARK COUNTY (ALSO KNOWN AS TOWNSHIP ROAD 600 N IN BUREAU COUNTY) .
 AH3081'THE STATION IS LOCATED 36 FT (11.0 M) EAST OF THE CENTERLINE OF
 AH3081'ILLINOIS ROUTE 40, 19.5 FT (5.9 M) SOUTH OF THE EDGE OF SOUTH EDGE OF
 AH3081'GRAVEL OF TOWNSHIP ROAD 1800 N, AND 2.5 FT (0.8 M) SOUTHEAST OF A
 AH3081'G.T.E.  CABLE RISER BOX.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH3081'6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C.  INSTALLED THE
 AH3081'STATION IN 1995.  SMITH ENGINEERING CONSULTANTS, INC.  DID GPS
 AH3081'OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3082 ***********************************************************************
 AH3082  DESIGNATION -  95 2364 ST
 AH3082  PID         -  AH3082
 AH3082  STATE/COUNTY-  IL/STARK
 AH3082  USGS QUAD   -  BRADFORD (1983)
 AH3082
 AH3082                         *CURRENT SURVEY CONTROL
 AH3082  ___________________________________________________________________
 AH3082* NAD 83(1997)-  41 10 38.67565(N)    089 41 11.78873(W)     ADJUSTED  
 AH3082* NAVD 88     -       232.3    (meters)     762.     (feet)  GPS OBS   
 AH3082  ___________________________________________________________________
 AH3082  X           -      26,297.158 (meters)                     COMP
 AH3082  Y           -  -4,807,720.113 (meters)                     COMP
 AH3082  Z           -   4,177,403.882 (meters)                     COMP
 AH3082  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AH3082  ELLIP HEIGHT-         199.20  (meters)          (12/06/04) GPS OBS
 AH3082  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH3082
 AH3082  HORZ ORDER  -  FIRST
 AH3082  ELLP ORDER  -  FOURTH    CLASS I
 AH3082
 AH3082.The horizontal coordinates were established by GPS observations
 AH3082.and adjusted by the National Geodetic Survey in September 1998..
 AH3082
 AH3082.The orthometric height was determined by GPS observations and a
 AH3082.high-resolution geoid model.
 AH3082
 AH3082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3082
 AH3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3082
 AH3082.The ellipsoidal height was determined by GPS observations
 AH3082.and is referenced to NAD 83.
 AH3082
 AH3082.The geoid height was determined by GEOID03.
 AH3082
 AH3082;                    North         East     Units Scale Factor Converg.
 AH3082;SPC IL W     -   500,837.834   740,279.027   MT  0.99996114   +0 18 57.9
 AH3082;SPC IL W     - 1,643,165.46  2,428,732.11   sFT  0.99996114   +0 18 57.9
 AH3082;UTM  16      - 4,561,931.468   274,647.949   MT  1.00022505   -1 46 10.5
 AH3082
 AH3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3082!SPC IL W     -   0.99996876  x   0.99996114  =   0.99992990
 AH3082!UTM  16      -   0.99996876  x   1.00022505  =   1.00019380
 AH3082
 AH3082                          SUPERSEDED SURVEY CONTROL
 AH3082
 AH3082  ELLIP H (09/15/98)  199.22   (m)                       GP(       ) 3 1
 AH3082
 AH3082.Superseded values are not recommended for survey control.
 AH3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3082.See file dsdata.txt to determine how the superseded data were derived.
 AH3082
 AH3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7464861931(NAD 83)
 AH3082_MARKER: I = METAL ROD
 AH3082_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3082_STAMPING: 2364
 AH3082_MARK LOGO: ILDT  
 AH3082_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3082_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3082+STABILITY: POSITION/ELEVATION WELL
 AH3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3082+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3082_ROD/PIPE-DEPTH:  2.4 meters
 AH3082_SLEEVE-DEPTH  :  0.9 meters
 AH3082
 AH3082  HISTORY     - Date     Condition        Report By
 AH3082  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3082
 AH3082                          STATION DESCRIPTION
 AH3082
 AH3082'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3082'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) WEST OF BRADFORD, 4.3
 AH3082'MI (6.9 KM) NORTHEAST OF CASTLETON, 7.8 MI (12.6 KM) NORTHWEST OF CAMP
 AH3082'GROVE.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 93 AND ILLINOIS
 AH3082'ROUTE 40 (FORMERLY ILLINOIS ROUTE 88) , PROCEED WEST ON ILLINOIS ROUTE
 AH3082'93 FOR APPROXIMENTLY 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT
 AH3082'(NORTH) SIDE OF ILLINOIS ROUTE 93.  JUST WEST OF A FIELD ENTRANCE TO
 AH3082'THE NORTH, AND IN LINE WITH A FENCE LINE TO THE SOUTH. THE STATION IS
 AH3082'LOCATED 42.5 FT (13.0 M) NORTH OF THE CENTERLINE OF ILLINOIS ROUTE 93,
 AH3082'140.8 FT (42.9 M) WEST OF A POWER POLE, 105 FT (32.0 M) WEST OF A
 AH3082'GRAVEL FIELD ENTRANCE TO THE NORTH, 84.9 FT (25.9 M) NORTH OF A WOOD
 AH3082'FENCE POST THAT RUNS SOUTH, 88.6 FT (27.0 M) NOTRH OF A CONCRETE
 AH3082'R.O.W.  MARKER, 190.7 FT (58.1 M) EAST OF A POWER POLE.  NOTES--ACCESS
 AH3082'TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. AMERICAN SURVEYING
 AH3082'CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995. SMITH ENGINEERING
 AH3082'CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3083 ***********************************************************************
 AH3083  DESIGNATION -  95 2763 ST
 AH3083  PID         -  AH3083
 AH3083  STATE/COUNTY-  IL/STARK
 AH3083  USGS QUAD   -  ELMIRA (1983)
 AH3083
 AH3083                         *CURRENT SURVEY CONTROL
 AH3083  ___________________________________________________________________
 AH3083* NAD 83(1997)-  41 10 50.55472(N)    089 46 58.41029(W)     ADJUSTED  
 AH3083* NAVD 88     -       214.5    (meters)     704.     (feet)  GPS OBS   
 AH3083  ___________________________________________________________________
 AH3083  X           -      18,216.936 (meters)                     COMP
 AH3083  Y           -  -4,807,502.906 (meters)                     COMP
 AH3083  Z           -   4,177,668.055 (meters)                     COMP
 AH3083  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AH3083  ELLIP HEIGHT-         181.50  (meters)          (12/06/04) GPS OBS
 AH3083  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH3083
 AH3083  HORZ ORDER  -  FIRST
 AH3083  ELLP ORDER  -  FOURTH    CLASS I
 AH3083
 AH3083.The horizontal coordinates were established by GPS observations
 AH3083.and adjusted by the National Geodetic Survey in September 1998..
 AH3083
 AH3083.The orthometric height was determined by GPS observations and a
 AH3083.high-resolution geoid model.
 AH3083
 AH3083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3083
 AH3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3083
 AH3083.The ellipsoidal height was determined by GPS observations
 AH3083.and is referenced to NAD 83.
 AH3083
 AH3083.The geoid height was determined by GEOID03.
 AH3083
 AH3083;                    North         East     Units Scale Factor Converg.
 AH3083;SPC IL W     -   501,164.177   732,198.763   MT  0.99995393   +0 15 09.7
 AH3083;SPC IL W     - 1,644,236.14  2,402,222.11   sFT  0.99995393   +0 15 09.7
 AH3083;UTM  16      - 4,562,551.860   266,582.575   MT  1.00027060   -1 49 59.5
 AH3083
 AH3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3083!SPC IL W     -   0.99997153  x   0.99995393  =   0.99992546
 AH3083!UTM  16      -   0.99997153  x   1.00027060  =   1.00024212
 AH3083
 AH3083                          SUPERSEDED SURVEY CONTROL
 AH3083
 AH3083  ELLIP H (09/15/98)  181.53   (m)                       GP(       ) 3 1
 AH3083
 AH3083.Superseded values are not recommended for survey control.
 AH3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3083.See file dsdata.txt to determine how the superseded data were derived.
 AH3083
 AH3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6658362552(NAD 83)
 AH3083_MARKER: I = METAL ROD
 AH3083_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3083_STAMPING: 2763
 AH3083_MARK LOGO: ILDT  
 AH3083_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3083_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3083+STABILITY: POSITION/ELEVATION WELL
 AH3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3083+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3083_ROD/PIPE-DEPTH:  2.4 meters
 AH3083_SLEEVE-DEPTH  :  0.9 meters
 AH3083
 AH3083  HISTORY     - Date     Condition        Report By
 AH3083  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3083
 AH3083                          STATION DESCRIPTION
 AH3083
 AH3083'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3083'STATION IS LOCATED APPROXIMATELY 6.9 MI (11.1 KM) WEST OF BRADFORD,
 AH3083'8.9 MI (14.3 KM) SOUTHEAST OF KEWANEE, 8.5 MI (13.7 KM) SOUTH OF
 AH3083'NEPONSET TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 93 AND ILLINOIS
 AH3083'ROUTE 91, PROCEED EAST ON ILLINOIS ROUTE 93 FOR APPROXIENTLY 4.0 MI
 AH3083'(6.4 KM) TO THE STATION ON THE LEFT (NORTH) SIDE OF ILLINOIS ROUTE 93.
 AH3083'AT THE NORTHWEST INTERSECTION OF ILLINOIS ROUTE 93 AND OSCEOLA SPUR
 AH3083'(1050 E) .  THE STATION IS LOCATED 25.0 FT (7.6 M) NORTH OF THE
 AH3083'CENTERLINE OF ILLINOIS ROUTE 93, 146.0 FT (44.5 M) WEST OF THE
 AH3083'CENTERLINE OF OSCEOLA SPUR, 149 FT (45.4 M) SOUTHWEST OF A 24-IN DIA
 AH3083'TREE, 76.6 FT (23.3 M) WEST OF A POWER POLE, 65.4 FT (19.9 M)
 AH3083'SOUTHEAST OF A FENCE POST THAT RUNS WEST.  NOTES--ACCESS TO DATUM
 AH3083'POINT IS THROUGH A 6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS,
 AH3083'P.C.  INSTALLED THE STATION IN 1995.  SMITH ENGINEERING CONSULTANTS,
 AH3083'INC.  DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3084 ***********************************************************************
 AH3084  DESIGNATION -  95 2863 ST
 AH3084  PID         -  AH3084
 AH3084  STATE/COUNTY-  IL/STARK
 AH3084  USGS QUAD   -  ELMIRA (1983)
 AH3084
 AH3084                         *CURRENT SURVEY CONTROL
 AH3084  ___________________________________________________________________
 AH3084* NAD 83(1997)-  41 10 50.15417(N)    089 47 22.86481(W)     ADJUSTED  
 AH3084* NAVD 88     -       212.2    (meters)     696.     (feet)  GPS OBS   
 AH3084  ___________________________________________________________________
 AH3084  X           -      17,646.987 (meters)                     COMP
 AH3084  Y           -  -4,807,511.452 (meters)                     COMP
 AH3084  Z           -   4,177,657.253 (meters)                     COMP
 AH3084  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AH3084  ELLIP HEIGHT-         179.22  (meters)          (12/06/04) GPS OBS
 AH3084  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH3084
 AH3084  HORZ ORDER  -  FIRST
 AH3084  ELLP ORDER  -  FOURTH    CLASS I
 AH3084
 AH3084.The horizontal coordinates were established by GPS observations
 AH3084.and adjusted by the National Geodetic Survey in September 1998..
 AH3084
 AH3084.The orthometric height was determined by GPS observations and a
 AH3084.high-resolution geoid model.
 AH3084
 AH3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3084
 AH3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3084
 AH3084.The ellipsoidal height was determined by GPS observations
 AH3084.and is referenced to NAD 83.
 AH3084
 AH3084.The geoid height was determined by GEOID03.
 AH3084
 AH3084;                    North         East     Units Scale Factor Converg.
 AH3084;SPC IL W     -   501,149.330   731,628.888   MT  0.99995348   +0 14 53.6
 AH3084;SPC IL W     - 1,644,187.43  2,400,352.44   sFT  0.99995348   +0 14 53.6
 AH3084;UTM  16      - 4,562,557.766   266,012.356   MT  1.00027388   -1 50 15.6
 AH3084
 AH3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3084!SPC IL W     -   0.99997189  x   0.99995348  =   0.99992537
 AH3084!UTM  16      -   0.99997189  x   1.00027388  =   1.00024576
 AH3084
 AH3084                          SUPERSEDED SURVEY CONTROL
 AH3084
 AH3084  ELLIP H (09/15/98)  179.25   (m)                       GP(       ) 3 1
 AH3084
 AH3084.Superseded values are not recommended for survey control.
 AH3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3084.See file dsdata.txt to determine how the superseded data were derived.
 AH3084
 AH3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6601262558(NAD 83)
 AH3084_MARKER: I = METAL ROD
 AH3084_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3084_STAMPING: 2863
 AH3084_MARK LOGO: ILDT  
 AH3084_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3084_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3084+STABILITY: POSITION/ELEVATION WELL
 AH3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3084+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3084_ROD/PIPE-DEPTH:  2.4 meters
 AH3084_SLEEVE-DEPTH  :  0.9 meters
 AH3084
 AH3084  HISTORY     - Date     Condition        Report By
 AH3084  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3084
 AH3084                          STATION DESCRIPTION
 AH3084
 AH3084'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3084'STATION IS LOCATED APPROXIMATELY 7.3 MI (11.7 KM) WEST OF BRADFORD,
 AH3084'8.5 MI (13.7 KM) SOUTHEAST OF KEWANEE, 8.5 MI (13.7 KM) SOUTH OF
 AH3084'NEPONSET TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 93 AND ILLINOIS
 AH3084'ROUTE 91, PROCEED EAST ON ILLINOIS ROUTE 93 FOR APPROXIENTLY 3.55 MI
 AH3084'(5.71 KM) TO THE STATION ON THE RIGHT (SOUTH) SIDE OF ILLINOIS ROUTE
 AH3084'93.  JUST WEST OF WEST FORK SPOON RIVER.  THE STATION IS LOCATED 18.5
 AH3084'FT (5.6 M) SOUTH THE CENTERLINE OF ILLINOIS ROUTE 93, +/- 320 FT (97.5
 AH3084'M) WEST OF THE CENTERLINE OF WEST FORK SPOON RIVER, 4.3 FT (1.3 M)
 AH3084'SOUTHWEST OF THE LAST POST OF A GUARDRAIL, AND 71 FT (21.6 M) EAST OF
 AH3084'A FIELD ENTRANCE TO THE NORTH.  NOTES--ACCESS TO DATUM POINT IS
 AH3084'THROUGH A 6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C.
 AH3084'INSTALLED THE STATION IN 1995.  SMITH ENGINEERING CONSULTANTS, INC.
 AH3084'DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3085 ***********************************************************************
 AH3085  DESIGNATION -  95 3458 ST
 AH3085  PID         -  AH3085
 AH3085  STATE/COUNTY-  IL/STARK
 AH3085  USGS QUAD   -  LA FAYETTE (1983)
 AH3085
 AH3085                         *CURRENT SURVEY CONTROL
 AH3085  ___________________________________________________________________
 AH3085* NAD 83(1997)-  41 06 02.36031(N)    089 55 31.88697(W)     ADJUSTED  
 AH3085* NAVD 88     -       232.2    (meters)     762.     (feet)  GPS OBS   
 AH3085  ___________________________________________________________________
 AH3085  X           -       6,256.690 (meters)                     COMP
 AH3085  Y           -  -4,813,396.086 (meters)                     COMP
 AH3085  Z           -   4,170,984.128 (meters)                     COMP
 AH3085  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AH3085  ELLIP HEIGHT-         199.28  (meters)          (12/06/04) GPS OBS
 AH3085  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AH3085
 AH3085  HORZ ORDER  -  FIRST
 AH3085  ELLP ORDER  -  FOURTH    CLASS I
 AH3085
 AH3085.The horizontal coordinates were established by GPS observations
 AH3085.and adjusted by the National Geodetic Survey in September 1998..
 AH3085
 AH3085.The orthometric height was determined by GPS observations and a
 AH3085.high-resolution geoid model.
 AH3085
 AH3085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3085
 AH3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3085
 AH3085.The ellipsoidal height was determined by GPS observations
 AH3085.and is referenced to NAD 83.
 AH3085
 AH3085.The geoid height was determined by GEOID03.
 AH3085
 AH3085;                    North         East     Units Scale Factor Converg.
 AH3085;SPC IL W     -   492,231.192   720,256.490   MT  0.99994622   +0 09 30.7
 AH3085;SPC IL W     - 1,614,928.50  2,363,041.50   sFT  0.99994622   +0 09 30.7
 AH3085;UTM  16      - 4,554,056.089   254,318.943   MT  1.00034294   -1 55 26.9
 AH3085;UTM  15      - 4,554,487.098   758,191.399   MT  1.00042053   +2 01 20.0
 AH3085
 AH3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3085!SPC IL W     -   0.99996874  x   0.99994622  =   0.99991496
 AH3085!UTM  16      -   0.99996874  x   1.00034294  =   1.00031167
 AH3085!UTM  15      -   0.99996874  x   1.00042053  =   1.00038926
 AH3085
 AH3085:                Primary Azimuth Mark                     Grid Az
 AH3085:SPC IL W     -  95 3459 ST                               355 19 06.6
 AH3085:UTM  16      -  95 3459 ST                               357 24 04.2
 AH3085:UTM  15      -  95 3459 ST                               353 27 17.3
 AH3085
 AH3085|---------------------------------------------------------------------|
 AH3085| PID    Reference Object                     Distance      Geod. Az  |
 AH3085|                                                           dddmmss.s |
 AH3085| AH3086 95 3459 ST                          APPROX. 0.6 KM 3552837.3 |
 AH3085|---------------------------------------------------------------------|
 AH3085
 AH3085                          SUPERSEDED SURVEY CONTROL
 AH3085
 AH3085  ELLIP H (09/15/98)  199.31   (m)                       GP(       ) 3 1
 AH3085
 AH3085.Superseded values are not recommended for survey control.
 AH3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3085.See file dsdata.txt to determine how the superseded data were derived.
 AH3085
 AH3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5431954056(NAD 83)
 AH3085_MARKER: I = METAL ROD
 AH3085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3085_STAMPING: 3458
 AH3085_MARK LOGO: ILDT  
 AH3085_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3085_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3085+STABILITY: POSITION/ELEVATION WELL
 AH3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3085+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3085_ROD/PIPE-DEPTH:  3.7 meters
 AH3085_SLEEVE-DEPTH  :  0.9 meters
 AH3085
 AH3085  HISTORY     - Date     Condition        Report By
 AH3085  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3085
 AH3085                          STATION DESCRIPTION
 AH3085
 AH3085'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3085'STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) WEST OF TOULON, 2.8
 AH3085'MI (4.5 KM) SOUTHEAST OF LA FAYETTE, 10 MI (16.1 KM) SOUTH OF KEWANEE,
 AH3085'8 MI (12.9 KM) SOUTHEAST OF GALVA.  TO REACH FROM THE JUNCTION OF
 AH3085'ILLINOIS ROUTE 78 AND ILLINOIS ROUTE 17, PROCEED NORTH ALONG ILLINOIS
 AH3085'ROUTE 17/78 FOR APPROXIMENTLY 0.1 MI (0.2 KM) TO THE STATION ON THE
 AH3085'RIGHT (EAST) SIDE OF ILLINOIS ROUTE 17/78.  ON TOP OF ROAD SIDE CUT.
 AH3085'THE STATION IS LOCATED 91 FT (27.7 M) EAST OF ILLINOIS ROUTE 17/78,
 AH3085'+/- 525 FT (160.0 M) NORTH OF ILLINOIS ROUTE 17 EAST, 34.4 FT (10.5 M)
 AH3085'SOUTHWEST OF A WOOD FENCE POST, 7.9 FT (2.4 M) SOUTHWEST OF A WOOD
 AH3085'FENCE POST, 7 FT (2.1 M) WEST OF A FENCE LINE, 14.8 FT (4.5 M)
 AH3085'NORTHWEST OF A WOOD FENCE POST, AND 14.6 FT (4.5 M) NORTHWEST OF A
 AH3085'CONCRETE R.O.W MARKER.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH3085'6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C. INSTALLED THE
 AH3085'STATION IN 1995.  SMITH ENGINEERING CONSULTANTS, INC. DID GPS
 AH3085'OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3086 ***********************************************************************
 AH3086  DESIGNATION -  95 3459 ST
 AH3086  PID         -  AH3086
 AH3086  STATE/COUNTY-  IL/STARK
 AH3086  USGS QUAD   -  LA FAYETTE (1983)
 AH3086
 AH3086                         *CURRENT SURVEY CONTROL
 AH3086  ___________________________________________________________________
 AH3086* NAD 83(1997)-  41 06 22.74903(N)    089 55 34.01932(W)     ADJUSTED  
 AH3086* NAVD 88     -       231.7    (meters)     760.     (feet)  GPS OBS   
 AH3086  ___________________________________________________________________
 AH3086  X           -       6,206.396 (meters)                     COMP
 AH3086  Y           -  -4,812,982.264 (meters)                     COMP
 AH3086  Z           -   4,171,457.757 (meters)                     COMP
 AH3086  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AH3086  ELLIP HEIGHT-         198.78  (meters)          (12/06/04) GPS OBS
 AH3086  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AH3086
 AH3086  HORZ ORDER  -  FIRST
 AH3086  ELLP ORDER  -  FOURTH    CLASS I
 AH3086
 AH3086.The horizontal coordinates were established by GPS observations
 AH3086.and adjusted by the National Geodetic Survey in September 1998..
 AH3086
 AH3086.The orthometric height was determined by GPS observations and a
 AH3086.high-resolution geoid model.
 AH3086
 AH3086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3086
 AH3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3086
 AH3086.The ellipsoidal height was determined by GPS observations
 AH3086.and is referenced to NAD 83.
 AH3086
 AH3086.The geoid height was determined by GEOID03.
 AH3086
 AH3086;                    North         East     Units Scale Factor Converg.
 AH3086;SPC IL W     -   492,859.987   720,204.998   MT  0.99994620   +0 09 29.3
 AH3086;SPC IL W     - 1,616,991.47  2,362,872.56   sFT  0.99994620   +0 09 29.3
 AH3086;UTM  16      - 4,554,686.590   254,290.326   MT  1.00034311   -1 55 29.1
 AH3086;UTM  15      - 4,555,114.183   758,119.449   MT  1.00042008   +2 01 19.4
 AH3086
 AH3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3086!SPC IL W     -   0.99996882  x   0.99994620  =   0.99991502
 AH3086!UTM  16      -   0.99996882  x   1.00034311  =   1.00031192
 AH3086!UTM  15      -   0.99996882  x   1.00042008  =   1.00038889
 AH3086
 AH3086:                Primary Azimuth Mark                     Grid Az
 AH3086:SPC IL W     -  95 3458 ST                               175 19 06.6
 AH3086:UTM  16      -  95 3458 ST                               177 24 05.0
 AH3086:UTM  15      -  95 3458 ST                               173 27 16.5
 AH3086
 AH3086|---------------------------------------------------------------------|
 AH3086| PID    Reference Object                     Distance      Geod. Az  |
 AH3086|                                                           dddmmss.s |
 AH3086| AH3085 95 3458 ST                          APPROX. 0.6 KM 1752835.9 |
 AH3086|---------------------------------------------------------------------|
 AH3086
 AH3086                          SUPERSEDED SURVEY CONTROL
 AH3086
 AH3086  ELLIP H (09/15/98)  198.80   (m)                       GP(       ) 3 1
 AH3086
 AH3086.Superseded values are not recommended for survey control.
 AH3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3086.See file dsdata.txt to determine how the superseded data were derived.
 AH3086
 AH3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5429054687(NAD 83)
 AH3086_MARKER: I = METAL ROD
 AH3086_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3086_STAMPING: 3459
 AH3086_MARK LOGO: ILDT  
 AH3086_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3086_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3086+STABILITY: POSITION/ELEVATION WELL
 AH3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3086+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3086_ROD/PIPE-DEPTH:  3.7 meters
 AH3086_SLEEVE-DEPTH  :  0.9 meters
 AH3086
 AH3086  HISTORY     - Date     Condition        Report By
 AH3086  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3086
 AH3086                          STATION DESCRIPTION
 AH3086
 AH3086'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3086'STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) WEST OF TOULON, 2.5
 AH3086'MI (4.0 KM) EAST OF LA FAYETTE, 9.5 MI (15.3 KM) SOUTH OF KEWANEE, 7.5
 AH3086'MI (12.1 KM) SOUTHEAST OF GALVA.  THE STATION IS LOCATED AT THE
 AH3086'NORTHWEST CORNER OF ILLINOIS ROUTE 78 AND ILLINOIS ROUTE 17 WEST,71.8
 AH3086'FT WEST OF THE CENTERLINE OF ILLINOIS ROUTE 78, 91 FT (27.7 M) NORTH
 AH3086'OF THE CENTERLINE OF ILLINOIS ROUTE 17, 123 FT (37.5 M) SOUTHWEST OF A
 AH3086'POWER POLE, 31.2 FT (9.5 M) NORTHWEST OF A POWER POLE, 31.8 FT (9.7 M)
 AH3086'NORTHEAST OF A IRON PIPE WITH A YELLOW CAP, AND 97 FT (29.6 M)
 AH3086'NORTHEAST OF A POWER POLE.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH3086'6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C. INSTALLED THE
 AH3086'STATION IN 1995.  SMITH ENGINEERING CONSULTANTS, INC. DID GPS
 AH3086'OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3087 ***********************************************************************
 AH3087  DESIGNATION -  95 3559 ST
 AH3087  PID         -  AH3087
 AH3087  STATE/COUNTY-  IL/STARK
 AH3087  USGS QUAD   -  LA FAYETTE (1983)
 AH3087
 AH3087                         *CURRENT SURVEY CONTROL
 AH3087  ___________________________________________________________________
 AH3087* NAD 83(1997)-  41 06 28.05231(N)    089 57 48.16195(W)     ADJUSTED  
 AH3087* NAVD 88     -       241.5    (meters)     792.     (feet)  GPS OBS   
 AH3087  ___________________________________________________________________
 AH3087  X           -       3,076.247 (meters)                     COMP
 AH3087  Y           -  -4,812,885.109 (meters)                     COMP
 AH3087  Z           -   4,171,587.481 (meters)                     COMP
 AH3087  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AH3087  ELLIP HEIGHT-         208.59  (meters)          (12/06/04) GPS OBS
 AH3087  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AH3087
 AH3087  HORZ ORDER  -  FIRST
 AH3087  ELLP ORDER  -  FOURTH    CLASS I
 AH3087
 AH3087.The horizontal coordinates were established by GPS observations
 AH3087.and adjusted by the National Geodetic Survey in September 1998..
 AH3087
 AH3087.The orthometric height was determined by GPS observations and a
 AH3087.high-resolution geoid model.
 AH3087
 AH3087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3087
 AH3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3087
 AH3087.The ellipsoidal height was determined by GPS observations
 AH3087.and is referenced to NAD 83.
 AH3087
 AH3087.The geoid height was determined by GEOID03.
 AH3087
 AH3087;                    North         East     Units Scale Factor Converg.
 AH3087;SPC IL W     -   493,015.608   717,074.808   MT  0.99994476   +0 08 01.2
 AH3087;SPC IL W     - 1,617,502.04  2,352,602.93   sFT  0.99994476   +0 08 01.2
 AH3087;UTM  16      - 4,554,955.989   251,166.590   MT  1.00036212   -1 56 57.7
 AH3087;UTM  15      - 4,555,167.934   754,984.398   MT  1.00040027   +1 59 51.3
 AH3087
 AH3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3087!SPC IL W     -   0.99996728  x   0.99994476  =   0.99991204
 AH3087!UTM  16      -   0.99996728  x   1.00036212  =   1.00032939
 AH3087!UTM  15      -   0.99996728  x   1.00040027  =   1.00036754
 AH3087
 AH3087                          SUPERSEDED SURVEY CONTROL
 AH3087
 AH3087  ELLIP H (09/15/98)  208.62   (m)                       GP(       ) 3 1
 AH3087
 AH3087.Superseded values are not recommended for survey control.
 AH3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3087.See file dsdata.txt to determine how the superseded data were derived.
 AH3087
 AH3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5116754956(NAD 83)
 AH3087_MARKER: I = METAL ROD
 AH3087_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3087_STAMPING: 3559
 AH3087_MARK LOGO: ILDT  
 AH3087_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3087_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3087_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3087+STABILITY: POSITION/ELEVATION WELL
 AH3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3087+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3087_ROD/PIPE-DEPTH:  2.4 meters
 AH3087_SLEEVE-DEPTH  :  0.9 meters
 AH3087
 AH3087  HISTORY     - Date     Condition        Report By
 AH3087  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3087
 AH3087                          STATION DESCRIPTION
 AH3087
 AH3087'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3087'STATION IS LOCATED APPROXIMATELY 0.5 MI (0.8 KM) EAST OF LA FAYETTE,
 AH3087'5.5 MI (8.9 KM) NORTHWEST OF TOULON, 6.0 MO SOUTHEAST OF GALVA, 10 MI
 AH3087'(16.1 KM) SOUTH OF KEWANEE.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH3087'ROUTE 17 AND ILLINOIS ROUTE 78, PROCEED WEST ALONG ILLINOIS ROUTE 17
 AH3087'FOR APPROXIMENTLY 2.0 MI (3.2 KM) TO THE STATION ON THE LEFT (SOUTH)
 AH3087'SIDE OF ILLINOIS ROUTE 17.  JUST EAST OF ORWING ROAD (100 E) .  THE
 AH3087'STATION IS LOCATED 38.5 FT (11.7 M) SOUTH OF THE CENTERLINE OF
 AH3087'ILLINOIS ROUTE 17, +/- 255 FT (77.7 M) EAST OF THE CENTERLINE OF
 AH3087'ORWING ROAD, 92.2 FT (28.1 M) WEST OF A POWER POLE, 162 FT (49.4 M)
 AH3087'NORTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING, AND 175.9 FT
 AH3087'(53.6 M) WEST OF A CONCRETE R.O.W.  MARKER.  NOTES--ACCESS TO DATUM
 AH3087'POINT IS THROUGH A 6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS,
 AH3087'P.C.  INSTALLED THE STATION IN 1995.  SMITH ENGINEERING CONSULTANTS,
 AH3087'INC.  DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3088 ***********************************************************************
 AH3088  DESIGNATION -  95 3659 ST
 AH3088  PID         -  AH3088
 AH3088  STATE/COUNTY-  IL/STARK
 AH3088  USGS QUAD   -  LA FAYETTE (1983)
 AH3088
 AH3088                         *CURRENT SURVEY CONTROL
 AH3088  ___________________________________________________________________
 AH3088* NAD 83(1997)-  41 06 29.19757(N)    089 58 11.09049(W)     ADJUSTED  
 AH3088* NAVD 88     -       242.4    (meters)     795.     (feet)  GPS OBS   
 AH3088  ___________________________________________________________________
 AH3088  X           -       2,541.231 (meters)                     COMP
 AH3088  Y           -  -4,812,862.840 (meters)                     COMP
 AH3088  Z           -   4,171,614.667 (meters)                     COMP
 AH3088  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AH3088  ELLIP HEIGHT-         209.45  (meters)          (12/06/04) GPS OBS
 AH3088  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 AH3088
 AH3088  HORZ ORDER  -  FIRST
 AH3088  ELLP ORDER  -  FOURTH    CLASS I
 AH3088
 AH3088.The horizontal coordinates were established by GPS observations
 AH3088.and adjusted by the National Geodetic Survey in September 1998..
 AH3088
 AH3088.The orthometric height was determined by GPS observations and a
 AH3088.high-resolution geoid model.
 AH3088
 AH3088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3088
 AH3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3088
 AH3088.The ellipsoidal height was determined by GPS observations
 AH3088.and is referenced to NAD 83.
 AH3088
 AH3088.The geoid height was determined by GEOID03.
 AH3088
 AH3088;                    North         East     Units Scale Factor Converg.
 AH3088;SPC IL W     -   493,049.707   716,539.773   MT  0.99994454   +0 07 46.1
 AH3088;SPC IL W     - 1,617,613.91  2,350,847.57   sFT  0.99994454   +0 07 46.1
 AH3088;UTM  16      - 4,555,009.536   250,632.924   MT  1.00036540   -1 57 12.8
 AH3088;UTM  15      - 4,555,184.621   754,448.293   MT  1.00039691   +1 59 36.3
 AH3088
 AH3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3088!SPC IL W     -   0.99996715  x   0.99994454  =   0.99991169
 AH3088!UTM  16      -   0.99996715  x   1.00036540  =   1.00033254
 AH3088!UTM  15      -   0.99996715  x   1.00039691  =   1.00036404
 AH3088
 AH3088                          SUPERSEDED SURVEY CONTROL
 AH3088
 AH3088  ELLIP H (09/15/98)  209.48   (m)                       GP(       ) 3 1
 AH3088
 AH3088.Superseded values are not recommended for survey control.
 AH3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3088.See file dsdata.txt to determine how the superseded data were derived.
 AH3088
 AH3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5063355010(NAD 83)
 AH3088_MARKER: I = METAL ROD
 AH3088_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3088_STAMPING: 3659
 AH3088_MARK LOGO: ILDT  
 AH3088_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3088_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3088+STABILITY: POSITION/ELEVATION WELL
 AH3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3088+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3088_ROD/PIPE-DEPTH:  3.7 meters
 AH3088_SLEEVE-DEPTH  :  0.9 meters
 AH3088
 AH3088  HISTORY     - Date     Condition        Report By
 AH3088  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3088
 AH3088                          STATION DESCRIPTION
 AH3088
 AH3088'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3088'STATION IS LOCATED AT THE EAST EDGE OF LA FAYETTE.  TO REACH FROM THE
 AH3088'JUNCTION OF ILLINOIS ROUTE 17 AND ILLINOIS ROUTE 78, PROCEED WEST
 AH3088'ALONG ILLINOIS ROUTE 17 FOR APPROXIMENTLY 2.35 MI (3.78 KM) TO THE
 AH3088'EAST EDGE OF LA FAYETTE AND THE STATION ON THE RIGHT (NORTH) SIDE OF
 AH3088'ILLINOIS ROUTE 17.  AT THE NORTHEAST CORNER OF ILLINOIS ROUTE 17 AND
 AH3088'AND UNNAMMED ROAD (THE LAST ROAD EAST OUT OF LA FAYETTE) .  THE
 AH3088'STATION IS LOCATED 38.5 FT (11.7 M) NORTH OF THE CENTERLINE OF
 AH3088'ILLINOIS ROUTE 17, 24.5 FT (7.5 M) WEST OF THE CENTERLINE OF THE
 AH3088'UNNAMMED ROAD, 9.5 FT (2.9 M) SOUTHWEST OF A POWER POLE WITH A DOWN
 AH3088'GUY, 122.3 FT (37.3 M) NORTHWEST OF A POWER POLE, AND 87.2 FT (26.6 M)
 AH3088'NORTHEAST OF A POWER POLE, NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH3088'6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C. INSTALLED THE
 AH3088'STATION IN 1995.  SMITH ENGINEERING CONSULTANTS, INC. DID GPS
 AH3088'OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3089 ***********************************************************************
 AH3089  DESIGNATION -  95 4058 KN
 AH3089  PID         -  AH3089
 AH3089  STATE/COUNTY-  IL/KNOX
 AH3089  USGS QUAD   -  VICTORIA (1982)
 AH3089
 AH3089                         *CURRENT SURVEY CONTROL
 AH3089  ___________________________________________________________________
 AH3089* NAD 83(1997)-  41 05 56.81760(N)    090 02 31.43724(W)     ADJUSTED  
 AH3089* NAVD 88     -       231.3    (meters)     759.     (feet)  GPS OBS   
 AH3089  ___________________________________________________________________
 AH3089  X           -      -3,534.025 (meters)                     COMP
 AH3089  Y           -  -4,813,510.628 (meters)                     COMP
 AH3089  Z           -   4,170,854.723 (meters)                     COMP
 AH3089  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 AH3089  ELLIP HEIGHT-         198.44  (meters)          (12/06/04) GPS OBS
 AH3089  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AH3089
 AH3089  HORZ ORDER  -  FIRST
 AH3089  ELLP ORDER  -  FOURTH    CLASS I
 AH3089
 AH3089.The horizontal coordinates were established by GPS observations
 AH3089.and adjusted by the National Geodetic Survey in September 1998..
 AH3089
 AH3089.The orthometric height was determined by GPS observations and a
 AH3089.high-resolution geoid model.
 AH3089
 AH3089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3089
 AH3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3089
 AH3089.The ellipsoidal height was determined by GPS observations
 AH3089.and is referenced to NAD 83.
 AH3089
 AH3089.The geoid height was determined by GEOID03.
 AH3089
 AH3089;                    North         East     Units Scale Factor Converg.
 AH3089;SPC IL W     -   492,039.675   710,466.974   MT  0.99994252   +0 04 54.9
 AH3089;SPC IL W     - 1,614,300.17  2,330,923.73   sFT  0.99994252   +0 04 54.9
 AH3089;UTM  15      - 4,553,977.096   748,408.931   MT  1.00035953   +1 56 43.6
 AH3089;UTM  16      - 4,554,220.540   244,524.736   MT  1.00040336   -2 00 03.0
 AH3089
 AH3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3089!SPC IL W     -   0.99996887  x   0.99994252  =   0.99991140
 AH3089!UTM  15      -   0.99996887  x   1.00035953  =   1.00032839
 AH3089!UTM  16      -   0.99996887  x   1.00040336  =   1.00037222
 AH3089
 AH3089:                Primary Azimuth Mark                     Grid Az
 AH3089:SPC IL W     -  95 4059 KN                               357 53 48.8
 AH3089:UTM  15      -  95 4059 KN                               356 02 00.1
 AH3089:UTM  16      -  95 4059 KN                               359 58 46.7
 AH3089
 AH3089|---------------------------------------------------------------------|
 AH3089| PID    Reference Object                     Distance      Geod. Az  |
 AH3089|                                                           dddmmss.s |
 AH3089| AH3090 95 4059 KN                          APPROX. 0.7 KM 3575843.7 |
 AH3089|---------------------------------------------------------------------|
 AH3089
 AH3089                          SUPERSEDED SURVEY CONTROL
 AH3089
 AH3089  ELLIP H (09/15/98)  198.46   (m)                       GP(       ) 3 1
 AH3089
 AH3089.Superseded values are not recommended for survey control.
 AH3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3089.See file dsdata.txt to determine how the superseded data were derived.
 AH3089
 AH3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4840953977(NAD 83)
 AH3089_MARKER: I = METAL ROD
 AH3089_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3089_STAMPING: 4058
 AH3089_MARK LOGO: ILDT  
 AH3089_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3089_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3089+STABILITY: POSITION/ELEVATION WELL
 AH3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3089+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3089_ROD/PIPE-DEPTH:  2.4 meters
 AH3089_SLEEVE-DEPTH  :  0.9 meters
 AH3089
 AH3089  HISTORY     - Date     Condition        Report By
 AH3089  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3089
 AH3089                          STATION DESCRIPTION
 AH3089
 AH3089'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3089'STATION IS LOCATED 4.7 MI (7.6 KM) SOUTH OF GALVA, 3.7 MI (6.0 KM)
 AH3089'WEST OF LA FAYETTE, 9.5 MI (15.3 KM) WEST OF TOULON.  TO REACH FROM
 AH3089'THE JUNCTION OF ILLINOIS ROUTE 180 AND ILLINOIS ROUTE 17, PROCEED
 AH3089'SOUTH ALONG ILLINOIS ROUTE 180 FOR APPROXIMENTLY 0.4 MI (0.6 KM) TO
 AH3089'THE STATION ON THE LEFT (EAST) SIDE OF ILLINOIS ROUTE 180.  JUST NORTH
 AH3089'OF A PRIVATE ENTRANCE TO THE EAST.  THE STATION IS LOCATED 34.5 FT
 AH3089'(10.5 M) EAST OF ILLINOIS ROUTE 180, 43 FT (13.1 M) NORTH OF A GRAVEL
 AH3089'PRIVATE ENTRANCE TO THE EAST, 82 FT (25.0 M) SOUTHWEST OF A POWER
 AH3089'POLE, 24.4 FT (7.4 M) SOUTHWEST OF A WOOD FENCE POST, 11.7 FT (3.6 M)
 AH3089'NORTHWEST OF A WOOD FENCE POST, 20 FT (6.1 M) NORTHWEST OF A WOOD
 AH3089'FENCE POST, AND 76.7 FT (23.4 M) NORTHWEST OF A 24-IN TREE.
 AH3089'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  AMERICAN
 AH3089'SURVEYING CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995.  SMITH
 AH3089'ENGINEERING CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3090 ***********************************************************************
 AH3090  DESIGNATION -  95 4059 KN
 AH3090  PID         -  AH3090
 AH3090  STATE/COUNTY-  IL/KNOX
 AH3090  USGS QUAD   -  VICTORIA (1982)
 AH3090
 AH3090                         *CURRENT SURVEY CONTROL
 AH3090  ___________________________________________________________________
 AH3090* NAD 83(1997)-  41 06 17.99459(N)    090 02 32.42530(W)     ADJUSTED  
 AH3090* NAVD 88     -       236.9    (meters)     777.     (feet)  GPS OBS   
 AH3090  ___________________________________________________________________
 AH3090  X           -      -3,556.768 (meters)                     COMP
 AH3090  Y           -  -4,813,085.346 (meters)                     COMP
 AH3090  Z           -   4,171,350.697 (meters)                     COMP
 AH3090  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AH3090  ELLIP HEIGHT-         204.04  (meters)          (12/06/04) GPS OBS
 AH3090  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AH3090
 AH3090  HORZ ORDER  -  FIRST
 AH3090  ELLP ORDER  -  FOURTH    CLASS I
 AH3090
 AH3090.The horizontal coordinates were established by GPS observations
 AH3090.and adjusted by the National Geodetic Survey in September 1998..
 AH3090
 AH3090.The orthometric height was determined by GPS observations and a
 AH3090.high-resolution geoid model.
 AH3090
 AH3090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3090
 AH3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3090
 AH3090.The ellipsoidal height was determined by GPS observations
 AH3090.and is referenced to NAD 83.
 AH3090
 AH3090.The geoid height was determined by GEOID03.
 AH3090
 AH3090;                    North         East     Units Scale Factor Converg.
 AH3090;SPC IL W     -   492,692.889   710,442.986   MT  0.99994252   +0 04 54.3
 AH3090;SPC IL W     - 1,616,443.25  2,330,845.03   sFT  0.99994252   +0 04 54.3
 AH3090;UTM  15      - 4,554,629.457   748,363.694   MT  1.00035925   +1 56 43.7
 AH3090;UTM  16      - 4,554,874.496   244,524.505   MT  1.00040336   -2 00 04.5
 AH3090
 AH3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3090!SPC IL W     -   0.99996800  x   0.99994252  =   0.99991052
 AH3090!UTM  15      -   0.99996800  x   1.00035925  =   1.00032723
 AH3090!UTM  16      -   0.99996800  x   1.00040336  =   1.00037134
 AH3090
 AH3090:                Primary Azimuth Mark                     Grid Az
 AH3090:SPC IL W     -  95 4058 KN                               177 53 48.8
 AH3090:UTM  15      -  95 4058 KN                               176 01 59.4
 AH3090:UTM  16      -  95 4058 KN                               179 58 47.6
 AH3090
 AH3090|---------------------------------------------------------------------|
 AH3090| PID    Reference Object                     Distance      Geod. Az  |
 AH3090|                                                           dddmmss.s |
 AH3090| AH3089 95 4058 KN                          APPROX. 0.7 KM 1775843.1 |
 AH3090|---------------------------------------------------------------------|
 AH3090
 AH3090                          SUPERSEDED SURVEY CONTROL
 AH3090
 AH3090  ELLIP H (09/15/98)  204.07   (m)                       GP(       ) 3 1
 AH3090
 AH3090.Superseded values are not recommended for survey control.
 AH3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3090.See file dsdata.txt to determine how the superseded data were derived.
 AH3090
 AH3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4836454629(NAD 83)
 AH3090_MARKER: I = METAL ROD
 AH3090_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3090_STAMPING: 4059
 AH3090_MARK LOGO: ILDT  
 AH3090_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3090_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3090+STABILITY: POSITION/ELEVATION WELL
 AH3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3090+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3090_ROD/PIPE-DEPTH:  2.4 meters
 AH3090_SLEEVE-DEPTH  :  0.9 meters
 AH3090
 AH3090  HISTORY     - Date     Condition        Report By
 AH3090  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3090
 AH3090                          STATION DESCRIPTION
 AH3090
 AH3090'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3090'STATION IS LOCATED 4.5 MI (7.2 KM) SOUTH OF GALVA, 3.7 MI (6.0 KM)
 AH3090'WEST OF LA FAYETTE, 9.5 MI (15.3 KM) WEST OF TOULON.  THE STATION IS
 AH3090'LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF ILLINOIS ROUTE
 AH3090'180 AND THE ENTRANCE RAMP TO THE EASTBOUND LANE OF ILLINOIS ROUTE 17.
 AH3090'43 FT (13.1 M) WEST OF ILLINOIS ROUTE 180, 25 FT (7.6 M) SOUTH OF A
 AH3090'FIELD ENTRANCE TO THE WEST, 18 FT (5.5 M) SOUTHWEST OF A SOUTH END OF
 AH3090'A METAL FLAIRED END SECTION, AND 2.8 FT (0.9 M) EAST OF A WOOD FENCE
 AH3090'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.
 AH3090'AMERICAN SURVEYING CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995.
 AH3090'SMITH ENGINEERING CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL
 AH3090'1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3091 ***********************************************************************
 AH3091  DESIGNATION -  95 4659 KN
 AH3091  PID         -  AH3091
 AH3091  STATE/COUNTY-  IL/KNOX
 AH3091  USGS QUAD   -  ONEIDA (1982)
 AH3091
 AH3091                         *CURRENT SURVEY CONTROL
 AH3091  ___________________________________________________________________
 AH3091* NAD 83(1997)-  41 06 19.18799(N)    090 10 31.19969(W)     ADJUSTED  
 AH3091* NAVD 88     -       229.2    (meters)     752.     (feet)  GPS OBS   
 AH3091  ___________________________________________________________________
 AH3091  X           -     -14,728.616 (meters)                     COMP
 AH3091  Y           -  -4,813,034.117 (meters)                     COMP
 AH3091  Z           -   4,171,373.376 (meters)                     COMP
 AH3091  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AH3091  ELLIP HEIGHT-         196.34  (meters)          (12/06/04) GPS OBS
 AH3091  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AH3091
 AH3091  HORZ ORDER  -  FIRST
 AH3091  ELLP ORDER  -  FOURTH    CLASS I
 AH3091
 AH3091.The horizontal coordinates were established by GPS observations
 AH3091.and adjusted by the National Geodetic Survey in September 1998..
 AH3091
 AH3091.The orthometric height was determined by GPS observations and a
 AH3091.high-resolution geoid model.
 AH3091
 AH3091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3091
 AH3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3091
 AH3091.The ellipsoidal height was determined by GPS observations
 AH3091.and is referenced to NAD 83.
 AH3091
 AH3091.The geoid height was determined by GEOID03.
 AH3091
 AH3091;                    North         East     Units Scale Factor Converg.
 AH3091;SPC IL W     -   492,722.290   699,272.040   MT  0.99994118   -0 00 20.5
 AH3091;SPC IL W     - 1,616,539.71  2,294,195.02   sFT  0.99994118   -0 00 20.5
 AH3091;UTM  15      - 4,554,295.416   737,193.414   MT  1.00029248   +1 51 28.5
 AH3091
 AH3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3091!SPC IL W     -   0.99996920  x   0.99994118  =   0.99991039
 AH3091!UTM  15      -   0.99996920  x   1.00029248  =   1.00026167
 AH3091
 AH3091:                Primary Azimuth Mark                     Grid Az
 AH3091:SPC IL W     -  95 4660 KN                               044 57 59.4
 AH3091:UTM  15      -  95 4660 KN                               043 06 10.4
 AH3091
 AH3091|---------------------------------------------------------------------|
 AH3091| PID    Reference Object                     Distance      Geod. Az  |
 AH3091|                                                           dddmmss.s |
 AH3091| AH3092 95 4660 KN                          APPROX. 0.8 KM 0445738.9 |
 AH3091|---------------------------------------------------------------------|
 AH3091
 AH3091                          SUPERSEDED SURVEY CONTROL
 AH3091
 AH3091  ELLIP H (09/15/98)  196.37   (m)                       GP(       ) 3 1
 AH3091
 AH3091.Superseded values are not recommended for survey control.
 AH3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3091.See file dsdata.txt to determine how the superseded data were derived.
 AH3091
 AH3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3719354295(NAD 83)
 AH3091_MARKER: I = METAL ROD
 AH3091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3091_STAMPING: 4659
 AH3091_MARK LOGO: ILDT  
 AH3091_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3091_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3091+STABILITY: POSITION/ELEVATION WELL
 AH3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3091+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3091_ROD/PIPE-DEPTH:  2.4 meters
 AH3091_SLEEVE-DEPTH  :  0.9 meters
 AH3091
 AH3091  HISTORY     - Date     Condition        Report By
 AH3091  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3091
 AH3091                          STATION DESCRIPTION
 AH3091
 AH3091'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3091'STATION IS LOCATED 0.85 MI (1.37 KM) SOUTHWEST OF ALTONA, 3.5 MI (5.6
 AH3091'KM) NORTHEAST OF ONEIDA, 8 MI (12.9 KM) NORTHEAST OF WATAGA, 9.5 MI
 AH3091'(15.3 KM) SOUTHEAST OF WOODHULL.  TO REACH FROM THE POST OFFICE IN
 AH3091'ALTONA ILLINOIS, PROCEED SOUTHWEST ALONG U.S.  ROUTE 34 FOR
 AH3091'APPROXIMENTLY 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT (NORTH)
 AH3091'SIDE OF U.S.  ROUTE 34.  JUST SOUTHWEST OF A PRIVATE ENTRANCE. AROUND
 AH3091'KNOX COUNTY MILE MARKER 19.99.  THE STATION IS LOCATED 34.5 FT (10.5
 AH3091'M) NORTHWEST OF THE CENTERLINE OF U.S.  ROUTE 34, 98 FT (29.9 M) SOUTH
 AH3091'OF A 30-IN TREE, 191 FT (58.2 M) SOUTHWEST OF A POWER POLE WITH A GUY
 AH3091'WIRE, 131 FT (39.9 M) SOUTHWEST OF A GRAVEL PRIVATE ENTRANCE, 3 FT
 AH3091'(0.9 M) NORTH OF THE TOP OF A ROAD SIDE CUT, 103 FT (31.4 M) NORTHEAST
 AH3091'OF A 24-IN PINE TREE, 27.5 FT (8.4 M) EAST OF A POWER POLE, 93.5 FT
 AH3091'(28.5 M) SOUTHEAST OF THE SOUTH HOUSE CORNER, 83.5 FT (25.5 M)
 AH3091'SOUTHEAST OF THE SOUTHEAST HOUSE CORNER. NOTES--ACCESS TO DATUM POINT
 AH3091'IS THROUGH A 6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C.
 AH3091'INSTALLED THE STATION IN 1995.  SMITH ENGINEERING CONSULTANTS, INC.
 AH3091'DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3092 ***********************************************************************
 AH3092  DESIGNATION -  95 4660 KN
 AH3092  PID         -  AH3092
 AH3092  STATE/COUNTY-  IL/KNOX
 AH3092  USGS QUAD   -  ONEIDA (1982)
 AH3092
 AH3092                         *CURRENT SURVEY CONTROL
 AH3092  ___________________________________________________________________
 AH3092* NAD 83(1997)-  41 06 36.60823(N)    090 10 08.19773(W)     ADJUSTED  
 AH3092* NAVD 88     -       226.6    (meters)     743.     (feet)  GPS OBS   
 AH3092  ___________________________________________________________________
 AH3092  X           -     -14,190.835 (meters)                     COMP
 AH3092  Y           -  -4,812,680.429 (meters)                     COMP
 AH3092  Z           -   4,171,776.585 (meters)                     COMP
 AH3092  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AH3092  ELLIP HEIGHT-         193.73  (meters)          (12/06/04) GPS OBS
 AH3092  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AH3092
 AH3092  HORZ ORDER  -  FIRST
 AH3092  ELLP ORDER  -  FOURTH    CLASS I
 AH3092
 AH3092.The horizontal coordinates were established by GPS observations
 AH3092.and adjusted by the National Geodetic Survey in September 1998..
 AH3092
 AH3092.The orthometric height was determined by GPS observations and a
 AH3092.high-resolution geoid model.
 AH3092
 AH3092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3092
 AH3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3092
 AH3092.The ellipsoidal height was determined by GPS observations
 AH3092.and is referenced to NAD 83.
 AH3092
 AH3092.The geoid height was determined by GEOID03.
 AH3092
 AH3092;                    North         East     Units Scale Factor Converg.
 AH3092;SPC IL W     -   493,259.619   699,808.742   MT  0.99994118   -0 00 05.4
 AH3092;SPC IL W     - 1,618,302.60  2,295,955.85   sFT  0.99994118   -0 00 05.4
 AH3092;UTM  15      - 4,554,850.111   737,712.539   MT  1.00029552   +1 51 44.3
 AH3092
 AH3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3092!SPC IL W     -   0.99996961  x   0.99994118  =   0.99991079
 AH3092!UTM  15      -   0.99996961  x   1.00029552  =   1.00026512
 AH3092
 AH3092:                Primary Azimuth Mark                     Grid Az
 AH3092:SPC IL W     -  95 4659 KN                               224 57 59.4
 AH3092:UTM  15      -  95 4659 KN                               223 06 09.7
 AH3092
 AH3092|---------------------------------------------------------------------|
 AH3092| PID    Reference Object                     Distance      Geod. Az  |
 AH3092|                                                           dddmmss.s |
 AH3092| AH3091 95 4659 KN                          APPROX. 0.8 KM 2245754.0 |
 AH3092|---------------------------------------------------------------------|
 AH3092
 AH3092                          SUPERSEDED SURVEY CONTROL
 AH3092
 AH3092  ELLIP H (09/15/98)  193.75   (m)                       GP(       ) 3 1
 AH3092
 AH3092.Superseded values are not recommended for survey control.
 AH3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3092.See file dsdata.txt to determine how the superseded data were derived.
 AH3092
 AH3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3771354850(NAD 83)
 AH3092_MARKER: I = METAL ROD
 AH3092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3092_STAMPING: 4660
 AH3092_MARK LOGO: ILDT  
 AH3092_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3092_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3092+STABILITY: POSITION/ELEVATION WELL
 AH3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3092+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3092_ROD/PIPE-DEPTH:  2.4 meters
 AH3092_SLEEVE-DEPTH  :  0.9 meters
 AH3092
 AH3092  HISTORY     - Date     Condition        Report By
 AH3092  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3092
 AH3092                          STATION DESCRIPTION
 AH3092
 AH3092'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3092'STATION IS LOCATED 0.4 MI (0.6 KM) SOUTHWEST OF ALTONA, 3.9 MI (6.3
 AH3092'KM) NORTHEAST OF ONEIDA, 8.4 MI (13.5 KM) NORTHEAST OF WATAGA, 9.5 MI
 AH3092'(15.3 KM) SOUTHEAST OF WOODHULL.  TO REACH FROM THE POST OFFICE IN
 AH3092'ALTONA ILLINOIS, PROCEED SOUTHWEST ALONG U.S.  ROUTE 34 FOR
 AH3092'APPROXIMENTLY 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT (NORTH) SIDE
 AH3092'OF U.S.  ROUTE 34.  BY A ILLINOIS POWER GAS PIPELINE STATION. THE
 AH3092'STATION IS LOCATED 42.5 FT (13.0 M) NORTHWEST OF THE CENTERLINE OF
 AH3092'U.S.  ROUTE 34, 21 FT (6.4 M) SOUTHWEST OF THE CENTERLINE OF A GRAVEL
 AH3092'ENTRANCE TO THE ILLINOIS POWER GAS PIPELINE STATION, 44.5 FT (13.6 M)
 AH3092'SOUTHEAST OF A CHAINLINK FENCE CORNER THAT RUNS NORTHEAST AND
 AH3092'SOUTHEAST, 26.5 FT (8.1 M) SOUTH OF A GAS VALVE, 21 FT (6.4 M)
 AH3092'SOUTHWEST OF A CHAINLINK FENCE CORNER THAT RUNS NORTHWEST AND
 AH3092'NORTHEAST, AND 19.4 FT (5.9 M) SOUTHWEST OF THE SOUTHWEST END OF A
 AH3092'CORRIGATED METAL PIPE THAT CROSSES UNDER THE ILLINOIS POWER GAS
 AH3092'PIPELINE STATION ENTRANCE.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH3092'6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C.  INSTALLED THE
 AH3092'STATION IN 1995.  SMITH ENGINEERING CONSULTANTS, INC.  DID GPS
 AH3092'OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8087 ***********************************************************************
 DH8087  DESIGNATION -  95 5852 ME
 DH8087  PID         -  DH8087
 DH8087  STATE/COUNTY-  IL/KNOX
 DH8087  USGS QUAD   -  GALESBURG WEST (1996)
 DH8087
 DH8087                         *CURRENT SURVEY CONTROL
 DH8087  ___________________________________________________________________
 DH8087* NAD 83(1997)-  40 59 01.22105(N)    090 22 59.53165(W)     ADJUSTED  
 DH8087* NAVD 88     -       238.5    (meters)     782.     (feet)  GPS OBS   
 DH8087  ___________________________________________________________________
 DH8087  X           -     -32,249.627 (meters)                     COMP
 DH8087  Y           -  -4,821,827.706 (meters)                     COMP
 DH8087  Z           -   4,161,189.359 (meters)                     COMP
 DH8087  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DH8087  ELLIP HEIGHT-         205.52  (meters)          (02/22/06) GPS OBS
 DH8087  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DH8087
 DH8087  HORZ ORDER  -  FIRST
 DH8087  ELLP ORDER  -  FOURTH    CLASS I
 DH8087
 DH8087.The horizontal coordinates were established by GPS observations
 DH8087.and adjusted by the National Geodetic Survey in February 2006..
 DH8087
 DH8087.The orthometric height was determined by GPS observations and a
 DH8087.high-resolution geoid model.
 DH8087
 DH8087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8087
 DH8087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8087
 DH8087.The ellipsoidal height was determined by GPS observations
 DH8087.and is referenced to NAD 83.
 DH8087
 DH8087.The geoid height was determined by GEOID03.
 DH8087
 DH8087;                    North         East     Units Scale Factor Converg.
 DH8087;SPC IL W     -   479,234.987   681,778.226   MT  0.99994526   -0 08 31.3
 DH8087;SPC IL W     - 1,572,290.12  2,236,800.73   sFT  0.99994526   -0 08 31.3
 DH8087;UTM  15      - 4,540,242.804   720,141.754   MT  1.00019651   +1 43 00.8
 DH8087
 DH8087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8087!SPC IL W     -   0.99996776  x   0.99994526  =   0.99991302
 DH8087!UTM  15      -   0.99996776  x   1.00019651  =   1.00016427
 DH8087
 DH8087                          SUPERSEDED SURVEY CONTROL
 DH8087
 DH8087.No superseded survey control is available for this station.
 DH8087
 DH8087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2014240243(NAD 83)
 DH8087_MARKER: I = METAL ROD
 DH8087_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8087_STAMPING: 95 5852 ME
 DH8087_MARK LOGO: ILDT  
 DH8087_PROJECTION: RECESSED 1 CENTIMETERS
 DH8087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8087+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DH8087_ROD/PIPE-DEPTH:  3.0 meters
 DH8087
 DH8087  HISTORY     - Date     Condition        Report By
 DH8087  HISTORY     - 19950625 MONUMENTED       ILDT
 DH8087  HISTORY     - 20051101 GOOD             ILDT
 DH8087
 DH8087                          STATION DESCRIPTION
 DH8087
 DH8087'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH8087'TO REACH THE STATION FROM THE U.S. 34 INTERCHANGE AT HENDERSON ST.
 DH8087'(U.S. 150) ON THE  NORTH SIDE OF GALESBURG, PROCEED NORTH ON HENDERSON
 DH8087'ST. 0.30 MILES TO THE STATION IN  THE SOUTHWEST QUAD OF THE
 DH8087'INTERSECTION OF HENDERSON ST. AND SOUTH LAKE STOREY RD.   THE STAION
 DH8087'IS 100.55 FEET WEST OF THE CENTERLINE OF HENDERSON ST., 74.90 FEET
 DH8087'SOUTH OF THE  CENTERLINE OF SOUTH LAKE STOREY RD., 70.80          FEET
 DH8087'SOUTHWEST OF A CHISELED X ON THE  WEST CORNER OF A CONCRETE ISLAND IN
 DH8087'THE SOUTHWEST QUAD OF THE INTERSECTION, AND 102.30  FEET EAST OF A
 DH8087'P.K. NAIL SET ON THE EAST SIDE OF A POWER POLE IN THE NORTHEAST CORNER
 DH8087'OF  A PARKING LOT IN THE SOUTHWEST QUAD OF THE INTERSECTION.  THE
 DH8087'STATION IS A STANDARD  ALUMINUM SPIRE SET IN A PVC SLEEVE WITH A CAST
 DH8087'ALUMINUM COVER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8088 ***********************************************************************
 DH8088  DESIGNATION -  95 5856 ME
 DH8088  PID         -  DH8088
 DH8088  STATE/COUNTY-  IL/KNOX
 DH8088  USGS QUAD   -  NORTH HENDERSON (1982)
 DH8088
 DH8088                         *CURRENT SURVEY CONTROL
 DH8088  ___________________________________________________________________
 DH8088* NAD 83(1997)-  41 03 08.00287(N)    090 22 54.83638(W)     ADJUSTED  
 DH8088* NAVD 88     -       239.0    (meters)     784.     (feet)  GPS OBS   
 DH8088  ___________________________________________________________________
 DH8088  X           -     -32,106.567 (meters)                     COMP
 DH8088  Y           -  -4,816,832.579 (meters)                     COMP
 DH8088  Z           -   4,166,933.846 (meters)                     COMP
 DH8088  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DH8088  ELLIP HEIGHT-         206.12  (meters)          (02/22/06) GPS OBS
 DH8088  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DH8088
 DH8088  HORZ ORDER  -  FIRST
 DH8088  ELLP ORDER  -  FOURTH    CLASS I
 DH8088
 DH8088.The horizontal coordinates were established by GPS observations
 DH8088.and adjusted by the National Geodetic Survey in February 2006..
 DH8088
 DH8088.The orthometric height was determined by GPS observations and a
 DH8088.high-resolution geoid model.
 DH8088
 DH8088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8088
 DH8088.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8088
 DH8088.The ellipsoidal height was determined by GPS observations
 DH8088.and is referenced to NAD 83.
 DH8088
 DH8088.The geoid height was determined by GEOID03.
 DH8088
 DH8088;                    North         East     Units Scale Factor Converg.
 DH8088;SPC IL W     -   486,847.101   681,906.747   MT  0.99994520   -0 08 28.9
 DH8088;SPC IL W     - 1,597,264.20  2,237,222.39   sFT  0.99994520   -0 08 28.9
 DH8088;UTM  15      - 4,547,856.989   720,023.083   MT  1.00019585   +1 43 12.4
 DH8088
 DH8088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8088!SPC IL W     -   0.99996767  x   0.99994520  =   0.99991287
 DH8088!UTM  15      -   0.99996767  x   1.00019585  =   1.00016351
 DH8088
 DH8088                          SUPERSEDED SURVEY CONTROL
 DH8088
 DH8088.No superseded survey control is available for this station.
 DH8088
 DH8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2002347857(NAD 83)
 DH8088_MARKER: I = METAL ROD
 DH8088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8088_STAMPING: 95 5856 ME
 DH8088_MARK LOGO: ILDT  
 DH8088_PROJECTION: RECESSED 1 CENTIMETERS
 DH8088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8088+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DH8088_ROD/PIPE-DEPTH:  3.0 meters
 DH8088
 DH8088  HISTORY     - Date     Condition        Report By
 DH8088  HISTORY     - 19950625 MONUMENTED       ILDT
 DH8088  HISTORY     - 20051101 GOOD             ILDT
 DH8088
 DH8088                          STATION DESCRIPTION
 DH8088
 DH8088'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH8088'TO REACH THE STATION FROM THE U.S. 34 INTERCHANGE AT HENDERSON ST.
 DH8088'(U.S. 150) ON THE  NORTH SIDE OF GALESBURG, PROCEED NORTH ON U.S. 150
 DH8088'4.90 MILES TO THE STATION ON THE WEST  SIDE OF THE HIGHWAY, IN FRONT
 DH8088'OF A TAN BRICK SINGLE-STORY HOME.  THE STATION IS 34.90 FEET  WEST OF
 DH8088'THE CENTERLINE OF U.S. 150, 45.75 FEET NORTH OF THE CENTERLINE OF A
 DH8088'BITUMINOUS  DRIVEWAY FOR THE RESIDENCE, 111.00        FEET EAST OF THE
 DH8088'EAST CORNER OF THE BRICK HOME,  AND 83.00 FEET SOUTH OF A P.K. NAIL
 DH8088'SET ON THE SOUTH SIDE OF A WOOD FENCE CORNER POST.   THE STATION IS A
 DH8088'STANDARD ALUMINUM SPIRE EST IN A PVC SLEEVE WITH A CAST ALUMINUM
 DH8088'COVER,  FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3093 ***********************************************************************
 AH3093  DESIGNATION -  95 5861 KN
 AH3093  PID         -  AH3093
 AH3093  STATE/COUNTY-  IL/KNOX
 AH3093  USGS QUAD   -  NEW WINDSOR (1991)
 AH3093
 AH3093                         *CURRENT SURVEY CONTROL
 AH3093  ___________________________________________________________________
 AH3093* NAD 83(1997)-  41 07 52.70333(N)    090 22 48.78623(W)     ADJUSTED  
 AH3093* NAVD 88     -       237.8    (meters)     780.     (feet)  GPS OBS   
 AH3093  ___________________________________________________________________
 AH3093  X           -     -31,926.966 (meters)                     COMP
 AH3093  Y           -  -4,811,060.044 (meters)                     COMP
 AH3093  Z           -   4,173,552.436 (meters)                     COMP
 AH3093  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AH3093  ELLIP HEIGHT-         204.98  (meters)          (12/06/04) GPS OBS
 AH3093  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AH3093
 AH3093  HORZ ORDER  -  FIRST
 AH3093  ELLP ORDER  -  FOURTH    CLASS I
 AH3093
 AH3093.The horizontal coordinates were established by GPS observations
 AH3093.and adjusted by the National Geodetic Survey in September 1998..
 AH3093
 AH3093.The orthometric height was determined by GPS observations and a
 AH3093.high-resolution geoid model.
 AH3093
 AH3093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3093
 AH3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3093
 AH3093.The ellipsoidal height was determined by GPS observations
 AH3093.and is referenced to NAD 83.
 AH3093
 AH3093.The geoid height was determined by GEOID03.
 AH3093
 AH3093;                    North         East     Units Scale Factor Converg.
 AH3093;SPC IL W     -   495,628.913   682,069.539   MT  0.99994513   -0 08 25.7
 AH3093;SPC IL W     - 1,626,075.86  2,237,756.48   sFT  0.99994513   -0 08 25.7
 AH3093;UTM  15      - 4,556,641.651   719,900.271   MT  1.00019518   +1 43 26.2
 AH3093
 AH3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3093!SPC IL W     -   0.99996785  x   0.99994513  =   0.99991298
 AH3093!UTM  15      -   0.99996785  x   1.00019518  =   1.00016302
 AH3093
 AH3093:                Primary Azimuth Mark                     Grid Az
 AH3093:SPC IL W     -  95 5862 KN                               004 23 59.3
 AH3093:UTM  15      -  95 5862 KN                               002 32 07.4
 AH3093
 AH3093|---------------------------------------------------------------------|
 AH3093| PID    Reference Object                     Distance      Geod. Az  |
 AH3093|                                                           dddmmss.s |
 AH3093| AH3094 95 5862 KN                          APPROX. 0.6 KM 0041533.6 |
 AH3093|---------------------------------------------------------------------|
 AH3093
 AH3093                          SUPERSEDED SURVEY CONTROL
 AH3093
 AH3093  ELLIP H (09/15/98)  205.00   (m)                       GP(       ) 3 1
 AH3093
 AH3093.Superseded values are not recommended for survey control.
 AH3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3093.See file dsdata.txt to determine how the superseded data were derived.
 AH3093
 AH3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF1990056642(NAD 83)
 AH3093_MARKER: I = METAL ROD
 AH3093_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3093_STAMPING: 5861
 AH3093_MARK LOGO: ILDT  
 AH3093_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3093_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3093+STABILITY: POSITION/ELEVATION WELL
 AH3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3093+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3093_ROD/PIPE-DEPTH:  2.4 meters
 AH3093_SLEEVE-DEPTH  :  0.9 meters
 AH3093
 AH3093  HISTORY     - Date     Condition        Report By
 AH3093  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3093
 AH3093                          STATION DESCRIPTION
 AH3093
 AH3093'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3093'STATION IS LOCATED 4.3 MI (6.9 KM) SOUTH OF ALPHA, 4.6 MI (7.4 KM)
 AH3093'SOUTHWEST OF WOODHULL, 2.0 MI (3.2 KM) NORTHEAST OF RIO.  TO REACH
 AH3093'FROM THE JUNCTION OF COUNTY HIGHWAY 2 (2800 N) AND U.S.  ROUTE 150,
 AH3093'PROCEED NORTH ALONG U.S.  ROUTE 150 FOR APPROXIMENTLY 1.6 MI (2.6 KM)
 AH3093'TO THE STATION ON THE LEFT (WEST) SIDE OF U.S.  ROUTE 150.  THE
 AH3093'STATION IS LOCATED 37 FT (11.3 M) WEST OF U.S.  ROUTE 150, +/- 275 FT
 AH3093'(83.8 M) SOUTH OF A 30-IN TREE, 162.6 FT (49.6 M) SOUTHWEST OF POWER
 AH3093'POLE, 120.9 FT (36.9 M) NORTHWEST OF A POWER POLE, AND +/- 480 FT
 AH3093'(146.3 M) NORTH OF A FIELD ENTRANCE TO THE WEST AND EAST.
 AH3093'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  AMERICAN
 AH3093'SURVEYING CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995.  SMITH
 AH3093'ENGINEERING CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3094 ***********************************************************************
 AH3094  DESIGNATION -  95 5862 KN
 AH3094  PID         -  AH3094
 AH3094  STATE/COUNTY-  IL/KNOX
 AH3094  USGS QUAD   -  NEW WINDSOR (1991)
 AH3094
 AH3094                         *CURRENT SURVEY CONTROL
 AH3094  ___________________________________________________________________
 AH3094* NAD 83(1997)-  41 08 12.66211(N)    090 22 46.82006(W)     ADJUSTED  
 AH3094* NAVD 88     -       235.4    (meters)     772.     (feet)  GPS OBS   
 AH3094  ___________________________________________________________________
 AH3094  X           -     -31,878.410 (meters)                     COMP
 AH3094  Y           -  -4,810,653.516 (meters)                     COMP
 AH3094  Z           -   4,174,014.614 (meters)                     COMP
 AH3094  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH3094  ELLIP HEIGHT-         202.59  (meters)          (12/06/04) GPS OBS
 AH3094  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AH3094
 AH3094  HORZ ORDER  -  FIRST
 AH3094  ELLP ORDER  -  FOURTH    CLASS I
 AH3094
 AH3094.The horizontal coordinates were established by GPS observations
 AH3094.and adjusted by the National Geodetic Survey in September 1998..
 AH3094
 AH3094.The orthometric height was determined by GPS observations and a
 AH3094.high-resolution geoid model.
 AH3094
 AH3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3094
 AH3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3094
 AH3094.The ellipsoidal height was determined by GPS observations
 AH3094.and is referenced to NAD 83.
 AH3094
 AH3094.The geoid height was determined by GEOID03.
 AH3094
 AH3094;                    North         East     Units Scale Factor Converg.
 AH3094;SPC IL W     -   496,244.474   682,116.902   MT  0.99994511   -0 08 24.5
 AH3094;SPC IL W     - 1,628,095.41  2,237,911.87   sFT  0.99994511   -0 08 24.5
 AH3094;UTM  15      - 4,557,258.581   719,927.588   MT  1.00019532   +1 43 28.2
 AH3094
 AH3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3094!SPC IL W     -   0.99996822  x   0.99994511  =   0.99991333
 AH3094!UTM  15      -   0.99996822  x   1.00019532  =   1.00016354
 AH3094
 AH3094:                Primary Azimuth Mark                     Grid Az
 AH3094:SPC IL W     -  95 5861 KN                               184 23 59.4
 AH3094:UTM  15      -  95 5861 KN                               182 32 06.7
 AH3094
 AH3094|---------------------------------------------------------------------|
 AH3094| PID    Reference Object                     Distance      Geod. Az  |
 AH3094|                                                           dddmmss.s |
 AH3094| AH3093 95 5861 KN                          APPROX. 0.6 KM 1841534.9 |
 AH3094|---------------------------------------------------------------------|
 AH3094
 AH3094                          SUPERSEDED SURVEY CONTROL
 AH3094
 AH3094  ELLIP H (09/15/98)  202.62   (m)                       GP(       ) 3 1
 AH3094
 AH3094.Superseded values are not recommended for survey control.
 AH3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3094.See file dsdata.txt to determine how the superseded data were derived.
 AH3094
 AH3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF1992857259(NAD 83)
 AH3094_MARKER: I = METAL ROD
 AH3094_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3094_STAMPING: 5862
 AH3094_MARK LOGO: ILDT  
 AH3094_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3094_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3094+STABILITY: POSITION/ELEVATION WELL
 AH3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3094+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3094_ROD/PIPE-DEPTH:  2.4 meters
 AH3094_SLEEVE-DEPTH  :  0.9 meters
 AH3094
 AH3094  HISTORY     - Date     Condition        Report By
 AH3094  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3094
 AH3094                          STATION DESCRIPTION
 AH3094
 AH3094'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3094'STATION IS LOCATED 3.9 MI (6.3 KM) SOUTH OF ALPHA, 4.5 MI (7.2 KM)
 AH3094'SOUTHWEST OF WOODHULL, 2.1 MI (3.4 KM) NORTHEAST OF RIO.  TO REACH
 AH3094'FROM THE JUNCTION OF COUNTY HIGHWAY 2 (2800 N) AND U.S.  ROUTE 150,
 AH3094'PROCEED NORTH ALONG U.S.  ROUTE 150 FOR APPROXIMENTLY 2.0 MI (3.2 KM)
 AH3094'TO THE STATION ON THE RIGHT (EAST) SIDE OF U.S.  ROUTE 150.  JUST
 AH3094'SOUTH OF THE INTERSTCTION OF U.S.  ROUTE 150 AND TOWNSHIP ROAD 2900 N.
 AH3094'TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 81 AND U.S.  ROUTE 150,
 AH3094'PROCEED SOUTH ON U.S.  ROUTE 150 FOR APPROXIMENTLY 11 MI (17.7 KM) TO
 AH3094'THE INTERSECTION OF U.S.  ROUTE 150 AND TOWNSHIP ROAD 2900 N (COURT
 AH3094'ROAD) .  THE STATION IS AT THE SOUTHEAST INTERSECTION OF U.S.  ROUTE
 AH3094'150 AND TOWNSHIP ROAD 2900 N.  THE STATION IS LOCATED 79 FT (24.1 M)
 AH3094'EAST OF THE CENTERLINE OF U.S.  ROUTE 150, 162 FT (49.4 M) SOUTH OF
 AH3094'THE CENTERLINE OF TOWNSHIP ROAD 2900 N, 96.3 FT (29.4 M) SOUTHEAST OF
 AH3094'A POWER POLE WITH TWO GUY WIRES, 83.9 FT (25.6 M) SOUTH OF A CONCRETE
 AH3094'R.O.W.  MARKER 54.7 FT (16.7 M) NORTHWEST OF A FENCE POST THAT RUNS
 AH3094'SOUTH, AND 45.1 FT (13.7 M) NORTHEAST OF A GOLF COURSE 2 MI (3.2 KM)
 AH3094'SIGN.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.
 AH3094'AMERICAN SURVEYING CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995.
 AH3094'SMITH ENGINEERING CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL
 AH3094'1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3095 ***********************************************************************
 AH3095  DESIGNATION -  95 6674 ME
 AH3095  PID         -  AH3095
 AH3095  STATE/COUNTY-  IL/MERCER
 AH3095  USGS QUAD   -  MATHERVILLE (1991)
 AH3095
 AH3095                         *CURRENT SURVEY CONTROL
 AH3095  ___________________________________________________________________
 AH3095* NAD 83(1997)-  41 19 06.70752(N)    090 34 57.47953(W)     ADJUSTED  
 AH3095* NAVD 88     -       245.0    (meters)     804.     (feet)  GPS OBS   
 AH3095  ___________________________________________________________________
 AH3095  X           -     -48,783.979 (meters)                     COMP
 AH3095  Y           -  -4,797,220.188 (meters)                     COMP
 AH3095  Z           -   4,189,196.482 (meters)                     COMP
 AH3095  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH3095  ELLIP HEIGHT-         212.20  (meters)          (12/06/04) GPS OBS
 AH3095  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 AH3095
 AH3095  HORZ ORDER  -  FIRST
 AH3095  ELLP ORDER  -  FOURTH    CLASS I
 AH3095
 AH3095.The horizontal coordinates were established by GPS observations
 AH3095.and adjusted by the National Geodetic Survey in September 1998..
 AH3095
 AH3095.The orthometric height was determined by GPS observations and a
 AH3095.high-resolution geoid model.
 AH3095
 AH3095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3095
 AH3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3095
 AH3095.The ellipsoidal height was determined by GPS observations
 AH3095.and is referenced to NAD 83.
 AH3095
 AH3095.The geoid height was determined by GEOID03.
 AH3095
 AH3095;                    North         East     Units Scale Factor Converg.
 AH3095;SPC IL W     -   516,481.882   665,173.615   MT  0.99995610   -0 16 28.7
 AH3095;SPC IL W     - 1,694,490.97  2,182,323.77   sFT  0.99995610   -0 16 28.7
 AH3095;UTM  15      - 4,576,936.869   702,330.151   MT  1.00010384   +1 35 47.7
 AH3095
 AH3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3095!SPC IL W     -   0.99996672  x   0.99995610  =   0.99992282
 AH3095!UTM  15      -   0.99996672  x   1.00010384  =   1.00007055
 AH3095
 AH3095:                Primary Azimuth Mark                     Grid Az
 AH3095:SPC IL W     -  95 6675 ME                               026 25 31.7
 AH3095:UTM  15      -  95 6675 ME                               024 33 15.3
 AH3095
 AH3095|---------------------------------------------------------------------|
 AH3095| PID    Reference Object                     Distance      Geod. Az  |
 AH3095|                                                           dddmmss.s |
 AH3095| AH3096 95 6675 ME                          APPROX. 0.7 KM 0260903.0 |
 AH3095|---------------------------------------------------------------------|
 AH3095
 AH3095                          SUPERSEDED SURVEY CONTROL
 AH3095
 AH3095  ELLIP H (09/15/98)  212.22   (m)                       GP(       ) 3 1
 AH3095
 AH3095.Superseded values are not recommended for survey control.
 AH3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3095.See file dsdata.txt to determine how the superseded data were derived.
 AH3095
 AH3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF0233076937(NAD 83)
 AH3095_MARKER: I = METAL ROD
 AH3095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3095_STAMPING: 6674
 AH3095_MARK LOGO: ILDT  
 AH3095_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3095_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3095+STABILITY: POSITION/ELEVATION WELL
 AH3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3095+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3095_ROD/PIPE-DEPTH:  2.4 meters
 AH3095_SLEEVE-DEPTH  :  0.9 meters
 AH3095
 AH3095  HISTORY     - Date     Condition        Report By
 AH3095  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3095
 AH3095                          STATION DESCRIPTION
 AH3095
 AH3095'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3095'STATION IS LOCATED 0.4 MI (0.6 KM) NORTH OF PREEMPTION, 4.3 MI (6.9
 AH3095'KM) WEST OF SHERRARD, 4.5 MI (7.2 KM) NORTHEAST OF MATHERVILLE, 5.0 MI
 AH3095'(8.0 KM) SOUTHEAST OF REYNOLDS.  TO REACH FROM THE JUNCTION OF U.S.
 AH3095'ROUTE 67 AND 170 TH AVENUE (COUNTY HIGHWAY 2) IN PREEMPTION, ILLINOIS,
 AH3095'PROCEED NORTH ON U.S.  ROUTE 67 FOR APPROXIMENTLY 0.4 MI (0.6 KM) TO
 AH3095'THE STATION ON THE LEFT (WEST) SIDE OF U.S.  ROUTE 67. JUST NORTH OF A
 AH3095'PRIVATE GRAVEL DRIVE.  THE STATION IS LOCATED 41.1 FT (12.5 M) WEST OF
 AH3095'THE CENTERLINE OF U.S.  ROUTE 67, 18 5 FT (1.5 M) NORTH OF THE
 AH3095'CENTERLINE OF A PRIVATE GRAVEL DRIVE TO THE WEST, 115.7 FT (35.3 M)
 AH3095'SOUTH OF A FENCE POST THAT RUNS NORTH, 179.5 FT (54.7 M) NORTH OF A
 AH3095'POWER POLE, 98.9 FT (30.1 M) NORTHEAST OF A NORTHEAST TWO STARY FRAME
 AH3095'HOUSE, 146.4 FT (44.6 M) SOUTHEAST OF A NORTHEAST FRAME STORAGE BARN,
 AH3095'126.0 FT (38.4 M) SOUTHEAST OF A SOUTHEAST CORNER OF A FRAME SHED, AND
 AH3095'120.3 FT (36.7 M) SOUTHEAST OF A POWER POLE WITH A LIGHT.
 AH3095'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP. AMERICAN
 AH3095'SURVEYING CONSULTANTS, P.C.  INSTALLED THE STATION IN 1995. SMITH
 AH3095'ENGINEERING CONSULTANTS, INC.  DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3096 ***********************************************************************
 AH3096  DESIGNATION -  95 6675 ME
 AH3096  PID         -  AH3096
 AH3096  STATE/COUNTY-  IL/MERCER
 AH3096  USGS QUAD   -  MATHERVILLE (1991)
 AH3096
 AH3096                         *CURRENT SURVEY CONTROL
 AH3096  ___________________________________________________________________
 AH3096* NAD 83(1997)-  41 19 26.41597(N)    090 34 44.64282(W)     ADJUSTED  
 AH3096* NAVD 88     -       242.8    (meters)     797.     (feet)  GPS OBS   
 AH3096  ___________________________________________________________________
 AH3096  X           -     -48,481.354 (meters)                     COMP
 AH3096  Y           -  -4,796,820.137 (meters)                     COMP
 AH3096  Z           -   4,189,651.689 (meters)                     COMP
 AH3096  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH3096  ELLIP HEIGHT-         210.03  (meters)          (12/06/04) GPS OBS
 AH3096  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AH3096
 AH3096  HORZ ORDER  -  FIRST
 AH3096  ELLP ORDER  -  FOURTH    CLASS I
 AH3096
 AH3096.The horizontal coordinates were established by GPS observations
 AH3096.and adjusted by the National Geodetic Survey in September 1998..
 AH3096
 AH3096.The orthometric height was determined by GPS observations and a
 AH3096.high-resolution geoid model.
 AH3096
 AH3096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3096
 AH3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3096
 AH3096.The ellipsoidal height was determined by GPS observations
 AH3096.and is referenced to NAD 83.
 AH3096
 AH3096.The geoid height was determined by GEOID03.
 AH3096
 AH3096;                    North         East     Units Scale Factor Converg.
 AH3096;SPC IL W     -   517,088.430   665,475.045   MT  0.99995584   -0 16 20.3
 AH3096;SPC IL W     - 1,696,480.96  2,183,312.71   sFT  0.99995584   -0 16 20.3
 AH3096;UTM  15      - 4,577,553.028   702,611.654   MT  1.00010524   +1 35 56.8
 AH3096
 AH3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3096!SPC IL W     -   0.99996706  x   0.99995584  =   0.99992290
 AH3096!UTM  15      -   0.99996706  x   1.00010524  =   1.00007229
 AH3096
 AH3096:                Primary Azimuth Mark                     Grid Az
 AH3096:SPC IL W     -  95 6674 ME                               206 25 31.7
 AH3096:UTM  15      -  95 6674 ME                               204 33 14.6
 AH3096
 AH3096|---------------------------------------------------------------------|
 AH3096| PID    Reference Object                     Distance      Geod. Az  |
 AH3096|                                                           dddmmss.s |
 AH3096| AH3095 95 6674 ME                          APPROX. 0.7 KM 2060911.4 |
 AH3096|---------------------------------------------------------------------|
 AH3096
 AH3096                          SUPERSEDED SURVEY CONTROL
 AH3096
 AH3096  ELLIP H (09/15/98)  210.06   (m)                       GP(       ) 3 1
 AH3096
 AH3096.Superseded values are not recommended for survey control.
 AH3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3096.See file dsdata.txt to determine how the superseded data were derived.
 AH3096
 AH3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF0261277553(NAD 83)
 AH3096_MARKER: I = METAL ROD
 AH3096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3096_STAMPING: 95 6675 ME
 AH3096_MARK LOGO: ILDT  
 AH3096_PROJECTION: RECESSED 1 CENTIMETERS
 AH3096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3096+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 AH3096_ROD/PIPE-DEPTH:  3.0 meters
 AH3096
 AH3096  HISTORY     - Date     Condition        Report By
 AH3096  HISTORY     - 19950625 MONUMENTED       ILDT
 AH3096  HISTORY     - 20051101 GOOD             ILDT
 AH3096
 AH3096                          STATION DESCRIPTION
 AH3096
 AH3096'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1995
 AH3096'STATION IS LOCATED 0.8 MI (1.3 KM) NORTH OF PREEMPTION, 3.8 MI (6.1
 AH3096'KM) WEST OF SHERRARD, 5.0 MI (8.0 KM) NORTHEAST OF MATHERVILLE, 5.0 MI
 AH3096'(8.0 KM) EAST OF REYNOLDS.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE
 AH3096'67 AND 170 TH AVENUE (COUNTY HIGHWAY 2) IN PREEMPTION, ILLINOIS,
 AH3096'PROCEED NORTH ON U.S.  ROUTE 67 FOR APPROXIMENTLY 0.8 MI (1.3 KM) TO
 AH3096'THE STATION ON THE RIGHT (EAST) SIDE OF U.S.  ROUTE 67. BETWEEN TWO
 AH3096'PRIVATE GRAVEL DRIVES.  THE STATION IS LOCATED 37 FT (11.3 M) EAST OF
 AH3096'U.S.  ROUTE 67, 37 FT (11.3 M) SOUTH OF A PRIVATE GRAVEL DRIVE TO THE
 AH3096'EAST, 58 FT (17.7 M) NORTH OF A PRIVATE GRAVEL DRIVE TO THE EAST, 41.5
 AH3096'FT (12.6 M) NORTHWEST OF A POWER POLE, 285 FT (86.9 M) NORTHEAST OF A
 AH3096'MERCER COUNTY MILE MARKER 18.00, AND 106 FT (32.3 M) SOUTHEAST OF A
 AH3096'POWER POLE.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH3096'CAP.  AMERICAN SURVEYING CONSULTANTS, P.C. INSTALLED THE STATION IN
 AH3096'1995.  SMITH ENGINEERING CONSULTANTS, INC. DID GPS OBSERVATIONS IN
 AH3096'APRIL 1996.
 AH3096
 AH3096                          STATION RECOVERY (2005)
 AH3096
 AH3096'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 AH3096'TO REACH FROM THE INTERSECTION OF U.S. 67 AND IL. 17 IN VIOLA PROCEED
 AH3096'9 MILES NORTH ON US  67 TO STATION ON LEFT.  THE STATION IS 13 FT 2 IN
 AH3096'FEET SOUTH EAST OF THE 3RD TURN SIGN FROM  THE NORTH END OF THE BEND
 AH3096'OF IL 67, 23 FT EAST OF THE EOP 42 FT NORTHWEST OF A POWER POLE  AND
 AH3096'30 FT 3 IN S OF THE EOP OF A DRIVEWAY.  THE STATION IS A STANDARD
 AH3096'ALUMINUM SPIRE SET IN A PVC SLEEVE WITH A CAST ALUMINUM COVER, FLUSH
 AH3096'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8091 ***********************************************************************
 DH8091  DESIGNATION -  95 6767 ME
 DH8091  PID         -  DH8091
 DH8091  STATE/COUNTY-  IL/MERCER
 DH8091  USGS QUAD   -  VIOLA (1992)
 DH8091
 DH8091                         *CURRENT SURVEY CONTROL
 DH8091  ___________________________________________________________________
 DH8091* NAD 83(1997)-  41 12 10.40357(N)    090 35 12.44940(W)     ADJUSTED  
 DH8091* NAVD 88     -       241.9    (meters)     794.     (feet)  GPS OBS   
 DH8091  ___________________________________________________________________
 DH8091  X           -     -49,218.861 (meters)                     COMP
 DH8091  Y           -  -4,805,683.789 (meters)                     COMP
 DH8091  Z           -   4,179,539.900 (meters)                     COMP
 DH8091  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DH8091  ELLIP HEIGHT-         209.05  (meters)          (02/22/06) GPS OBS
 DH8091  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DH8091
 DH8091  HORZ ORDER  -  FIRST
 DH8091  ELLP ORDER  -  FOURTH    CLASS I
 DH8091
 DH8091.The horizontal coordinates were established by GPS observations
 DH8091.and adjusted by the National Geodetic Survey in February 2006..
 DH8091
 DH8091.The orthometric height was determined by GPS observations and a
 DH8091.high-resolution geoid model.
 DH8091
 DH8091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8091
 DH8091.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8091
 DH8091.The ellipsoidal height was determined by GPS observations
 DH8091.and is referenced to NAD 83.
 DH8091
 DH8091.The geoid height was determined by GEOID03.
 DH8091
 DH8091;                    North         East     Units Scale Factor Converg.
 DH8091;SPC IL W     -   503,641.413   664,763.363   MT  0.99995645   -0 16 36.3
 DH8091;SPC IL W     - 1,652,363.54  2,180,977.80   sFT  0.99995645   -0 16 36.3
 DH8091;UTM  15      - 4,564,087.955   702,338.922   MT  1.00010389   +1 35 24.7
 DH8091
 DH8091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8091!SPC IL W     -   0.99996721  x   0.99995645  =   0.99992366
 DH8091!UTM  15      -   0.99996721  x   1.00010389  =   1.00007110
 DH8091
 DH8091                          SUPERSEDED SURVEY CONTROL
 DH8091
 DH8091.No superseded survey control is available for this station.
 DH8091
 DH8091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF0233964088(NAD 83)
 DH8091_MARKER: I = METAL ROD
 DH8091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8091_STAMPING: 95 6767 ME
 DH8091_MARK LOGO: ILDT  
 DH8091_PROJECTION: RECESSED 1 CENTIMETERS
 DH8091_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8091+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DH8091_ROD/PIPE-DEPTH:  3.0 meters
 DH8091
 DH8091  HISTORY     - Date     Condition        Report By
 DH8091  HISTORY     - 19950625 MONUMENTED       ILDT
 DH8091  HISTORY     - 20051101 GOOD             ILDT
 DH8091
 DH8091                          STATION DESCRIPTION
 DH8091
 DH8091'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH8091'THE STATION IS LOCATED IN THE SOUTHEAST QUAD OF THE INTERSECTION OF
 DH8091'U.S. 67 AND IL. 17 IN  VIOLA.  THE STATION IS 27.00           FEET
 DH8091'EAST OF THE CENTERLINE OF U.S. 67, 48.60 FEET SOUTH OF  THE CENTERLINE
 DH8091'OF IL. 17, 95.60 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE RED
 DH8091'BRICK  BUILDING WITH A BLOCK FOUNDATION IN THE SOUTHWEST QUAD OF THE
 DH8091'INTERSECTION, AND 128.95  FEET WEST OF THE NORTHWEST CORNER OF THE
 DH8091'WHITE BUILDING ON THE EAST SIDE OF THE  PARKING LOT IN THE SOUTHEAST
 DH8091'QUAD OF THE INTERSECTION.  THE STAION IS A STANDARD  ALUMINUM SPIRE
 DH8091'SET IN A PVC SLEEVE WITH A CAST ALUMINUM COVER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3097 ***********************************************************************
 AH3097  DESIGNATION -  95 7175 RI
 AH3097  PID         -  AH3097
 AH3097  STATE/COUNTY-  IL/ROCK ISLAND
 AH3097  USGS QUAD   -  REYNOLDS (1991)
 AH3097
 AH3097                         *CURRENT SURVEY CONTROL
 AH3097  ___________________________________________________________________
 AH3097* NAD 83(1997)-  41 19 47.16503(N)    090 40 09.93734(W)     ADJUSTED  
 AH3097* NAVD 88     -       246.3    (meters)     808.     (feet)  GPS OBS   
 AH3097  ___________________________________________________________________
 AH3097  X           -     -56,041.314 (meters)                     COMP
 AH3097  Y           -  -4,796,317.597 (meters)                     COMP
 AH3097  Z           -   4,190,134.656 (meters)                     COMP
 AH3097  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AH3097  ELLIP HEIGHT-         213.45  (meters)          (12/06/04) GPS OBS
 AH3097  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AH3097
 AH3097  HORZ ORDER  -  FIRST
 AH3097  ELLP ORDER  -  FOURTH    CLASS I
 AH3097
 AH3097.The horizontal coordinates were established by GPS observations
 AH3097.and adjusted by the National Geodetic Survey in September 1998..
 AH3097
 AH3097.The orthometric height was determined by GPS observations and a
 AH3097.high-resolution geoid model.
 AH3097
 AH3097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3097
 AH3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3097
 AH3097.The ellipsoidal height was determined by GPS observations
 AH3097.and is referenced to NAD 83.
 AH3097
 AH3097.The geoid height was determined by GEOID03.
 AH3097
 AH3097;                    North         East     Units Scale Factor Converg.
 AH3097;SPC IL W     -   517,768.398   657,914.097   MT  0.99996297   -0 19 55.3
 AH3097;SPC IL W     - 1,698,711.82  2,158,506.50   sFT  0.99996297   -0 19 55.3
 AH3097;UTM  15      - 4,577,985.760   695,031.568   MT  1.00006814   +1 32 22.5
 AH3097
 AH3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3097!SPC IL W     -   0.99996652  x   0.99996297  =   0.99992949
 AH3097!UTM  15      -   0.99996652  x   1.00006814  =   1.00003466
 AH3097
 AH3097                          SUPERSEDED SURVEY CONTROL
 AH3097
 AH3097  ELLIP H (09/15/98)  213.47   (m)                       GP(       ) 3 1
 AH3097
 AH3097.Superseded values are not recommended for survey control.
 AH3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3097.See file dsdata.txt to determine how the superseded data were derived.
 AH3097
 AH3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF9503277986(NAD 83)
 AH3097_MARKER: I = METAL ROD
 AH3097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3097_STAMPING: 7175
 AH3097_MARK LOGO: ILDT  
 AH3097_PROJECTION: PROJECTING 8 CENTIMETERS
 AH3097_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3097+STABILITY: POSITION/ELEVATION WELL
 AH3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3097+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3097_ROD/PIPE-DEPTH:  2.4 meters
 AH3097_SLEEVE-DEPTH  :  0.9 meters
 AH3097
 AH3097  HISTORY     - Date     Condition        Report By
 AH3097  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3097
 AH3097                          STATION DESCRIPTION
 AH3097
 AH3097'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3097'STATION IS LOCATED AT THE POST OFFICE IN THE TOWN OF REYNOLDS,
 AH3097'ILLINOIS.  THE STATION IS LOCATED 29 FT (8.8 M) NORTH OF THE
 AH3097'CENTERLINE OF ILLINOIS ROUTE 94, 151 FT (46.0 M) EAST OF WILLIAMS
 AH3097'STREET, 43 FT (13.1 M) EAST OF THE SOUTHEAST CORNER OF THE POST
 AH3097'OFFICE, 78 FT (23.8 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE POST
 AH3097'OFFICE, AND 21 FT (6.4 M) NORTHWEST OF THE NORTH ANGLE POINT OF A
 AH3097'CONCRETE SIDEWALK.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH
 AH3097'LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C.  INSTALLED THE STATION
 AH3097'IN 1995.  SMITH ENGINEERING CONSULTANTS, INC.  DID GPS OBSERVATIONS IN
 AH3097'APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3098 ***********************************************************************
 AH3098  DESIGNATION -  95 7275 RI
 AH3098  PID         -  AH3098
 AH3098  STATE/COUNTY-  IL/ROCK ISLAND
 AH3098  USGS QUAD   -  REYNOLDS (1991)
 AH3098
 AH3098                         *CURRENT SURVEY CONTROL
 AH3098  ___________________________________________________________________
 AH3098* NAD 83(1997)-  41 19 46.65383(N)    090 40 40.19417(W)     ADJUSTED  
 AH3098* NAVD 88     -       246.0    (meters)     807.     (feet)  GPS OBS   
 AH3098  ___________________________________________________________________
 AH3098  X           -     -56,745.002 (meters)                     COMP
 AH3098  Y           -  -4,796,319.499 (meters)                     COMP
 AH3098  Z           -   4,190,122.602 (meters)                     COMP
 AH3098  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AH3098  ELLIP HEIGHT-         213.13  (meters)          (12/06/04) GPS OBS
 AH3098  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 AH3098
 AH3098  HORZ ORDER  -  FIRST
 AH3098  ELLP ORDER  -  FOURTH    CLASS I
 AH3098
 AH3098.The horizontal coordinates were established by GPS observations
 AH3098.and adjusted by the National Geodetic Survey in September 1998..
 AH3098
 AH3098.The orthometric height was determined by GPS observations and a
 AH3098.high-resolution geoid model.
 AH3098
 AH3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3098
 AH3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3098
 AH3098.The ellipsoidal height was determined by GPS observations
 AH3098.and is referenced to NAD 83.
 AH3098
 AH3098.The geoid height was determined by GEOID03.
 AH3098
 AH3098;                    North         East     Units Scale Factor Converg.
 AH3098;SPC IL W     -   517,756.739   657,210.449   MT  0.99996370   -0 20 15.3
 AH3098;SPC IL W     - 1,698,673.57  2,156,197.95   sFT  0.99996370   -0 20 15.3
 AH3098;UTM  15      - 4,577,951.124   694,328.604   MT  1.00006477   +1 32 02.5
 AH3098
 AH3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3098!SPC IL W     -   0.99996657  x   0.99996370  =   0.99993027
 AH3098!UTM  15      -   0.99996657  x   1.00006477  =   1.00003134
 AH3098
 AH3098                          SUPERSEDED SURVEY CONTROL
 AH3098
 AH3098  ELLIP H (09/15/98)  213.16   (m)                       GP(       ) 3 1
 AH3098
 AH3098.Superseded values are not recommended for survey control.
 AH3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3098.See file dsdata.txt to determine how the superseded data were derived.
 AH3098
 AH3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF9432977951(NAD 83)
 AH3098_MARKER: I = METAL ROD
 AH3098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3098_STAMPING: 7275
 AH3098_MARK LOGO: ILDT  
 AH3098_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3098_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3098+STABILITY: POSITION/ELEVATION WELL
 AH3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3098+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3098_ROD/PIPE-DEPTH:  2.4 meters
 AH3098_SLEEVE-DEPTH  :  0.9 meters
 AH3098
 AH3098  HISTORY     - Date     Condition        Report By
 AH3098  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3098
 AH3098                          STATION DESCRIPTION
 AH3098
 AH3098'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3098'STATION IS LOCATED 0.4 MI (0.6 KM) WEST OF REYNOLDS, 10 MI (16.1 KM)
 AH3098'NORTHEAST OF ALEDO, 8.0 MI (12.9 KM) SOUTHEAST OF ANDALUSIA.  TO REACH
 AH3098'FROM THE POST OFFICE IN REYNOLDS, ILLINOIS, PROCEED WEST ON ILLINOIS
 AH3098'ROUTE 94 FOR APPROXIMENTLY 0.4 MI (0.6 KM) TO THE INTERSECTION OF
 AH3098'ILLINOIS ROUTE 94 AND WEST STREET.  THE STATION IS ON THE RIGHT
 AH3098'(NORTH) SIDE OF ILLINOIS ROUTE 94.  AT THE NORTHWEAT CORNER OF THE
 AH3098'INTERSECTION OF ILLINOIS ROUTE 94 AND WEST STREET.  JUST WEST OF A
 AH3098'PRIVATE CONCRETE DRIVE TO THE NORTH.  THE STATION IS LOCATED 29.0 FT
 AH3098'(8.8 M) NORTH OF THE CENTERLINE OF ILLINOIS ROUTE 94, 100.5 FT (30.6
 AH3098'M) WEST OF THE CENTERLINE OF WEST STREET, 70.1 FT (21.4 M) SOUTH OF A
 AH3098'SOUTH ONE STORY BRICK HOUSE CORNER, 35.5 FT (10.8 M) SOUTHWEST OF A
 AH3098'12-IN TREE, 25 FT (7.6 M) WEST OF A PRIVATE CONCRETE DRIVE TO THE
 AH3098'NORTH, 86.3 FT (26.3 M) WEST OF A MANHOLE, 71.6 FT (21.8 M) NORTHWEST
 AH3098'OF A CONCRETE R.O.W.  MARKER, 70.1 FT (21.4 M) NORTHWEST OF A POWER
 AH3098'POLE, 85.9 FT (26.2 M) EAST OF A POWER POLE, AND 66 FT (20.1 M)
 AH3098'SOUTHEAST OF A 14-IN TREE.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH3098'6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C.  INSTALLED THE
 AH3098'STATION IN 1995.  SMITH ENGINEERING CONSULTANTS, INC.  DID GPS
 AH3098'OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8089 ***********************************************************************
 DH8089  DESIGNATION -  95 7567 ME
 DH8089  PID         -  DH8089
 DH8089  STATE/COUNTY-  IL/MERCER
 DH8089  USGS QUAD   -  ALEDO EAST (1992)
 DH8089
 DH8089                         *CURRENT SURVEY CONTROL
 DH8089  ___________________________________________________________________
 DH8089* NAD 83(1997)-  41 11 57.97665(N)    090 43 56.46335(W)     ADJUSTED  
 DH8089* NAVD 88     -       224.9    (meters)     738.     (feet)  GPS OBS   
 DH8089  ___________________________________________________________________
 DH8089  X           -     -61,430.551 (meters)                     COMP
 DH8089  Y           -  -4,805,782.939 (meters)                     COMP
 DH8089  Z           -   4,179,240.230 (meters)                     COMP
 DH8089  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DH8089  ELLIP HEIGHT-         192.02  (meters)          (02/22/06) GPS OBS
 DH8089  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DH8089
 DH8089  HORZ ORDER  -  FIRST
 DH8089  ELLP ORDER  -  FOURTH    CLASS I
 DH8089
 DH8089.The horizontal coordinates were established by GPS observations
 DH8089.and adjusted by the National Geodetic Survey in February 2006..
 DH8089
 DH8089.The orthometric height was determined by GPS observations and a
 DH8089.high-resolution geoid model.
 DH8089
 DH8089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8089
 DH8089.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8089
 DH8089.The ellipsoidal height was determined by GPS observations
 DH8089.and is referenced to NAD 83.
 DH8089
 DH8089.The geoid height was determined by GEOID03.
 DH8089
 DH8089;                    North         East     Units Scale Factor Converg.
 DH8089;SPC IL W     -   503,327.256   652,552.488   MT  0.99996887   -0 22 21.4
 DH8089;SPC IL W     - 1,651,332.84  2,140,915.95   sFT  0.99996887   -0 22 21.4
 DH8089;UTM  15      - 4,563,376.097   690,143.399   MT  1.00004498   +1 29 38.8
 DH8089
 DH8089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8089!SPC IL W     -   0.99996988  x   0.99996887  =   0.99993875
 DH8089!UTM  15      -   0.99996988  x   1.00004498  =   1.00001486
 DH8089
 DH8089                          SUPERSEDED SURVEY CONTROL
 DH8089
 DH8089.No superseded survey control is available for this station.
 DH8089
 DH8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF9014363376(NAD 83)
 DH8089_MARKER: I = METAL ROD
 DH8089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8089_STAMPING: 95 7567 ME
 DH8089_MARK LOGO: ILDT  
 DH8089_PROJECTION: RECESSED 1 CENTIMETERS
 DH8089_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8089+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DH8089_ROD/PIPE-DEPTH:  3.0 meters
 DH8089
 DH8089  HISTORY     - Date     Condition        Report By
 DH8089  HISTORY     - 19950625 MONUMENTED       ILDT
 DH8089  HISTORY     - 20051101 GOOD             ILDT
 DH8089
 DH8089                          STATION DESCRIPTION
 DH8089
 DH8089'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH8089'THE STATION IS LOCATED IN THE SOUTHEAST QUAD OF THE INTERSECTION  OF
 DH8089'IL. 17 AND IL. 94 ON  THE EAST SIDE OF ALEDO.  THE STATION IS 24.44
 DH8089'FEET SOUTHEAST OF A CHISELED X ON THE EAST  SIDE OF A ROUND CONCRETE
 DH8089'FOUNDATION BASE FOR A TRAFFIC SIGNAL MAST ARM LOCATED IN THE
 DH8089'SOUTHEAST QUAD OF THE INTERSECTION, 54.90   FEET SOUTH OF THE
 DH8089'CENTERLINE OF IL. 17, 85.80  FEET NORTHWEST OF THE NORTH FACE OF THE
 DH8089'NORTH BLUE METAL POST FOR A WAL-MART SIGN,  AND 75.55 FEET NORTHEAST
 DH8089'OF THE NORTH FACE OF A METAL POLE FOR A ESDA WEATHER WARNING  SIREN.
 DH8089'THE STATION IS A STANDARD ALUMINUM SPIRE SET IN A PVC SLEEVE WITH A
 DH8089'CAST ALUMINUM  COVER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8090 ***********************************************************************
 DH8090  DESIGNATION -  95 7570 ME
 DH8090  PID         -  DH8090
 DH8090  STATE/COUNTY-  IL/MERCER
 DH8090  USGS QUAD   -  REYNOLDS (1991)
 DH8090
 DH8090                         *CURRENT SURVEY CONTROL
 DH8090  ___________________________________________________________________
 DH8090* NAD 83(1997)-  41 15 03.88590(N)    090 44 10.41153(W)     ADJUSTED  
 DH8090* NAVD 88     -       224.1    (meters)     735.     (feet)  GPS OBS   
 DH8090  ___________________________________________________________________
 DH8090  X           -     -61,706.957 (meters)                     COMP
 DH8090  Y           -  -4,801,998.806 (meters)                     COMP
 DH8090  Z           -   4,183,553.478 (meters)                     COMP
 DH8090  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DH8090  ELLIP HEIGHT-         191.30  (meters)          (02/22/06) GPS OBS
 DH8090  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DH8090
 DH8090  HORZ ORDER  -  FIRST
 DH8090  ELLP ORDER  -  FOURTH    CLASS I
 DH8090
 DH8090.The horizontal coordinates were established by GPS observations
 DH8090.and adjusted by the National Geodetic Survey in February 2006..
 DH8090
 DH8090.The orthometric height was determined by GPS observations and a
 DH8090.high-resolution geoid model.
 DH8090
 DH8090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8090
 DH8090.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8090
 DH8090.The ellipsoidal height was determined by GPS observations
 DH8090.and is referenced to NAD 83.
 DH8090
 DH8090.The geoid height was determined by GEOID03.
 DH8090
 DH8090;                    North         East     Units Scale Factor Converg.
 DH8090;SPC IL W     -   509,064.288   652,265.080   MT  0.99996921   -0 22 32.0
 DH8090;SPC IL W     - 1,670,155.08  2,139,973.02   sFT  0.99996921   -0 22 32.0
 DH8090;UTM  15      - 4,569,101.143   689,669.130   MT  1.00004276   +1 29 35.1
 DH8090
 DH8090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8090!SPC IL W     -   0.99996999  x   0.99996921  =   0.99993921
 DH8090!UTM  15      -   0.99996999  x   1.00004276  =   1.00001275
 DH8090
 DH8090                          SUPERSEDED SURVEY CONTROL
 DH8090
 DH8090.No superseded survey control is available for this station.
 DH8090
 DH8090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8966969101(NAD 83)
 DH8090_MARKER: I = METAL ROD
 DH8090_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8090_STAMPING: 95 7567 ME
 DH8090_MARK LOGO: ILDT  
 DH8090_PROJECTION: RECESSED 1 CENTIMETERS
 DH8090_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8090+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DH8090_ROD/PIPE-DEPTH:  3.0 meters
 DH8090
 DH8090  HISTORY     - Date     Condition        Report By
 DH8090  HISTORY     - 19950625 MONUMENTED       ILDT
 DH8090  HISTORY     - 20051101 GOOD             ILDT
 DH8090
 DH8090                          STATION DESCRIPTION
 DH8090
 DH8090'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH8090'TO REACH THE STATION FROM THE INTERSECTION OF IL. 17 AND IL. 94 ON THE
 DH8090'EAST SIDE OF ALEDO,  PROCEED NORTH ON IL. 94 FOR 3.75 MILES TO THE
 DH8090'STATION ON THE WEST SIDE OF THE HIGHWAY AT  THE MERCER COUNTY AIRPORT.
 DH8090'THE STATION IS 114.35 FEET NOTHEAST OF THE NORTHEAST  CORNER OF A
 DH8090'TAN/BROWN BUILDING WITH A WINDSOCK OWNED BY LINDELL AERIAL AG SERVICE,
 DH8090'37.50 FEET SOUTHEAST OF A P.K. NAIL IN THE EAST SIDE OF A POWER POLE
 DH8090'WITH A LIGHT AND  ELECTRIC METER , 96.50 FEET EAST OF THE NORTHEAST
 DH8090'CORNER OF A CONCRETE PAD FOR A  AVIATION FUEL TANK, AND 43.30 FEET
 DH8090'WEST OF THE CENTERLINE OF IL. 94.  THE STATION IS A  STANDARD ALUMINUM
 DH8090'SPIRE SET IN A PVC SLEEVE WITH A CAST ALUMINUM COVER, FLUSH WITH THE
 DH8090'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3099 ***********************************************************************
 AH3099  DESIGNATION -  95 7575 ME
 AH3099  PID         -  AH3099
 AH3099  STATE/COUNTY-  IL/MERCER
 AH3099  USGS QUAD   -  REYNOLDS (1991)
 AH3099
 AH3099                         *CURRENT SURVEY CONTROL
 AH3099  ___________________________________________________________________
 AH3099* NAD 83(1997)-  41 18 50.68292(N)    090 44 05.62945(W)     ADJUSTED  
 AH3099* NAVD 88     -       245.7    (meters)     806.     (feet)  GPS OBS   
 AH3099  ___________________________________________________________________
 AH3099  X           -     -61,536.624 (meters)                     COMP
 AH3099  Y           -  -4,797,400.400 (meters)                     COMP
 AH3099  Z           -   4,188,825.545 (meters)                     COMP
 AH3099  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AH3099  ELLIP HEIGHT-         212.77  (meters)          (12/06/04) GPS OBS
 AH3099  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AH3099
 AH3099  HORZ ORDER  -  FIRST
 AH3099  ELLP ORDER  -  FOURTH    CLASS I
 AH3099
 AH3099.The horizontal coordinates were established by GPS observations
 AH3099.and adjusted by the National Geodetic Survey in September 1998..
 AH3099
 AH3099.The orthometric height was determined by GPS observations and a
 AH3099.high-resolution geoid model.
 AH3099
 AH3099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3099
 AH3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3099
 AH3099.The ellipsoidal height was determined by GPS observations
 AH3099.and is referenced to NAD 83.
 AH3099
 AH3099.The geoid height was determined by GEOID03.
 AH3099
 AH3099;                    North         East     Units Scale Factor Converg.
 AH3099;SPC IL W     -   516,059.841   652,422.191   MT  0.99996902   -0 22 30.5
 AH3099;SPC IL W     - 1,693,106.33  2,140,488.47   sFT  0.99996902   -0 22 30.5
 AH3099;UTM  15      - 4,576,098.612   689,597.897   MT  1.00004242   +1 29 45.0
 AH3099
 AH3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3099!SPC IL W     -   0.99996663  x   0.99996902  =   0.99993565
 AH3099!UTM  15      -   0.99996663  x   1.00004242  =   1.00000905
 AH3099
 AH3099:                Primary Azimuth Mark                     Grid Az
 AH3099:SPC IL W     -  95 7576 ME                               358 59 06.5
 AH3099:UTM  15      -  95 7576 ME                               357 06 51.0
 AH3099
 AH3099|---------------------------------------------------------------------|
 AH3099| PID    Reference Object                     Distance      Geod. Az  |
 AH3099|                                                           dddmmss.s |
 AH3099| AH3100 95 7576 ME                          APPROX. 0.8 KM 3583636.0 |
 AH3099|---------------------------------------------------------------------|
 AH3099
 AH3099                          SUPERSEDED SURVEY CONTROL
 AH3099
 AH3099  ELLIP H (09/15/98)  212.80   (m)                       GP(       ) 3 1
 AH3099
 AH3099.Superseded values are not recommended for survey control.
 AH3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3099.See file dsdata.txt to determine how the superseded data were derived.
 AH3099
 AH3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8959876099(NAD 83)
 AH3099_MARKER: I = METAL ROD
 AH3099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3099_STAMPING: 7575
 AH3099_MARK LOGO: ILDT  
 AH3099_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3099_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3099+STABILITY: POSITION/ELEVATION WELL
 AH3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3099+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH3099_ROD/PIPE-DEPTH:  2.4 meters
 AH3099_SLEEVE-DEPTH  :  0.9 meters
 AH3099
 AH3099  HISTORY     - Date     Condition        Report By
 AH3099  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3099
 AH3099                          STATION DESCRIPTION
 AH3099
 AH3099'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3099'STATION IS LOCATED IN THE TOWN OF HAMLET, 3.5 MI (5.6 KM) SOUTHWEST OF
 AH3099'REYNOLDS, 8.0 MI (12.9 KM) NORTH OF ALEDO, 5.8 MI (9.3 KM) SOUTHEAST
 AH3099'OF ELGINTON, AND 7.4 MI (11.9 KM) NORTHWEST OF MATHVILLE.  TO REACH
 AH3099'FROM THE JUNCTION OF ILLINOIS ROUTE 17 AND ILLINOIS ROUTE 94, IN
 AH3099'EASTERN ALEDO, ILLINOIS, PROCEED APPROXIMENTLY 8.0 MI (12.9 KM) TO THE
 AH3099'TOWN OF HAMLET, ILLINOIS, AND THE INTERSECTION OF ILLINOIS ROUTE 94
 AH3099'AND 170 TH AVENUE IN FRONT OF THE HAMLET HALL TO THE STATION ON THE
 AH3099'RIGHT (EAST) SIDE OF ILLINOIS ROUTE 94.  AROUND MERCER COUNTY MILE
 AH3099'MARKER 18.03.  THE STATION IS LOCATED 36 FT (11.0 M) EAST OF THE
 AH3099'CENTERLINE OF ILLINOIS ROUTE 94, 45 FT (13.7 M) NORTH OF THE
 AH3099'CENTERLINE OF 170 TH AVENUE, 9 FT (2.7 M) SOUTHEAST OF A SOUTH END OF
 AH3099'A CORRIGATED METAL PIPE, 48.5 FT (14.8 M) SOUTH OF A SOUTHWEST CORNER
 AH3099'OF THE HAMLET HALL, 58.5 FT (17.8 M) SOUTHWEST OF A POWER POLE, 77.4
 AH3099'FT (23.6 M) NORTHWEST OF A POWER POLE WITH A GUY WIRE, 79.5 FT (24.2
 AH3099'M) NORTH OF A CONCRETE R.O.W.  MARKER, 87 FT (26.5 M) NORTH OF A POWER
 AH3099'POLE WITH A GUY WIRE, AND 23.5 FT (7.2 M) NORTHEAST OF A EAST END OF A
 AH3099'CORRIGATED METAL PIPE WITH AN END SECTION.  NOTES--ACCESS TO DATUM
 AH3099'POINT IS THROUGH A 6-INCH LOGO CAP.  AMERICAN SURVEYING CONSULTANTS,
 AH3099'P.C.  INSTALLED THE STATION IN 1995.  SMITH ENGINEERING CONSULTANTS,
 AH3099'INC.  DID GPS OBSERVATIONS IN APRIL 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3100 ***********************************************************************
 AH3100  DESIGNATION -  95 7576 ME
 AH3100  PID         -  AH3100
 AH3100  STATE/COUNTY-  IL/MERCER
 AH3100  USGS QUAD   -  REYNOLDS (1991)
 AH3100
 AH3100                         *CURRENT SURVEY CONTROL
 AH3100  ___________________________________________________________________
 AH3100* NAD 83(1997)-  41 19 16.39523(N)    090 44 06.45704(W)     ADJUSTED  
 AH3100* NAVD 88     -       246.8    (meters)     810.     (feet)  GPS OBS   
 AH3100  ___________________________________________________________________
 AH3100  X           -     -61,549.164 (meters)                     COMP
 AH3100  Y           -  -4,796,877.306 (meters)                     COMP
 AH3100  Z           -   4,189,422.064 (meters)                     COMP
 AH3100  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AH3100  ELLIP HEIGHT-         213.89  (meters)          (12/06/04) GPS OBS
 AH3100  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AH3100
 AH3100  HORZ ORDER  -  FIRST
 AH3100  ELLP ORDER  -  FOURTH    CLASS I
 AH3100
 AH3100.The horizontal coordinates were established by GPS observations
 AH3100.and adjusted by the National Geodetic Survey in September 1998..
 AH3100
 AH3100.The orthometric height was determined by GPS observations and a
 AH3100.high-resolution geoid model.
 AH3100
 AH3100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3100
 AH3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3100
 AH3100.The ellipsoidal height was determined by GPS observations
 AH3100.and is referenced to NAD 83.
 AH3100
 AH3100.The geoid height was determined by GEOID03.
 AH3100
 AH3100;                    North         East     Units Scale Factor Converg.
 AH3100;SPC IL W     -   516,853.151   652,408.138   MT  0.99996904   -0 22 31.3
 AH3100;SPC IL W     - 1,695,709.05  2,140,442.37   sFT  0.99996904   -0 22 31.3
 AH3100;UTM  15      - 4,576,891.098   689,557.947   MT  1.00004223   +1 29 45.2
 AH3100
 AH3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3100!SPC IL W     -   0.99996645  x   0.99996904  =   0.99993549
 AH3100!UTM  15      -   0.99996645  x   1.00004223  =   1.00000868
 AH3100
 AH3100:                Primary Azimuth Mark                     Grid Az
 AH3100:SPC IL W     -  95 7575 ME                               178 59 06.8
 AH3100:UTM  15      -  95 7575 ME                               177 06 50.3
 AH3100
 AH3100|---------------------------------------------------------------------|
 AH3100| PID    Reference Object                     Distance      Geod. Az  |
 AH3100|                                                           dddmmss.s |
 AH3100| AH3099 95 7575 ME                          APPROX. 0.8 KM 1783635.5 |
 AH3100|---------------------------------------------------------------------|
 AH3100
 AH3100                          SUPERSEDED SURVEY CONTROL
 AH3100
 AH3100  ELLIP H (09/15/98)  213.92   (m)                       GP(       ) 3 1
 AH3100
 AH3100.Superseded values are not recommended for survey control.
 AH3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3100.See file dsdata.txt to determine how the superseded data were derived.
 AH3100
 AH3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8955876891(NAD 83)
 AH3100_MARKER: I = METAL ROD
 AH3100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3100_STAMPING: 7576
 AH3100_MARK LOGO: ILDT  
 AH3100_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3100_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3100+STABILITY: POSITION/ELEVATION WELL
 AH3100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3100+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 AH3100_ROD/PIPE-DEPTH:  2.4 meters
 AH3100_SLEEVE-DEPTH  :  0.9 meters
 AH3100
 AH3100  HISTORY     - Date     Condition        Report By
 AH3100  HISTORY     - 1995     MONUMENTED       ASCPC
 AH3100  HISTORY     - 20041102 GOOD             JCLS
 AH3100
 AH3100                          STATION DESCRIPTION
 AH3100
 AH3100'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 1995
 AH3100'STATION IS LOCATED 0.5 MI (0.8 KM) NORTH OF HAMLET, 3.4 MI (5.5 KM)
 AH3100'SOUTHWEST OF REYNOLDS, 8.5 MI (13.7 KM) NORTH OF ALEDO, 5.3 MI (8.5
 AH3100'KM) SOUTHEAST OF ELGINTON, AND 7.4 MI (11.9 KM) NORTHWEST OF
 AH3100'MATHVILLE.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 17 AND
 AH3100'ILLINOIS ROUTE 94, IN EASTERN ALEDO, ILLINOIS, PROCEED NORTH ON
 AH3100'ILLINOIS ROUTE 94 FOR APPROXIMENTLY 8.5 MI (13.7 KM) TO THE STATION ON
 AH3100'THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 94.  JUST SOUTH OF A FIELD
 AH3100'ENTRANCE TO THE WEST.  THE STATION IS LOCATED 49 FT (14.9 M) WEST OF
 AH3100'THE CENTERLINE OF ILLINOIS ROUTE 94, 20 FT (6.1 M) SOUTH OF A FIELD
 AH3100'ENTRANCE TO THE WEST, 17.5 FT (5.3 M) SOUTHWEST OF A SOUTH END OF A
 AH3100'CORRIGATED METAL PIPE, 7 FT (2.1 M) NORTH OF A AMERITECH RISER, 1.5 FT
 AH3100'(0.5 M) SOUTHEAST OF A WOOD FENCE POST, AND 10 FT (3.0 M) SOUTHEAST OF
 AH3100'A WOOD FENCE POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH
 AH3100'LOGO CAP.  AMERICAN SURVEYING CONSULTANTS, P.C. INSTALLED THE STATION
 AH3100'IN 1995.  SMITH ENGINEERING CONSULTANTS, INC. DID GPS OBSERVATIONS IN
 AH3100'APRIL 1996.
 AH3100
 AH3100                          STATION RECOVERY (2004)
 AH3100
 AH3100'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AH3100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8085 ***********************************************************************
 DH8085  DESIGNATION -  95 7655 ME
 DH8085  PID         -  DH8085
 DH8085  STATE/COUNTY-  IL/WARREN
 DH8085  USGS QUAD   -  LITTLE YORK (1982)
 DH8085
 DH8085                         *CURRENT SURVEY CONTROL
 DH8085  ___________________________________________________________________
 DH8085* NAD 83(1997)-  41 01 28.43760(N)    090 44 55.31871(W)     ADJUSTED  
 DH8085* NAVD 88     -       187.1    (meters)     614.     (feet)  GPS OBS   
 DH8085  ___________________________________________________________________
 DH8085  X           -     -62,968.317 (meters)                     COMP
 DH8085  Y           -  -4,818,505.643 (meters)                     COMP
 DH8085  Z           -   4,164,582.983 (meters)                     COMP
 DH8085  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DH8085  ELLIP HEIGHT-         154.18  (meters)          (02/22/06) GPS OBS
 DH8085  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DH8085
 DH8085  HORZ ORDER  -  FIRST
 DH8085  ELLP ORDER  -  FOURTH    CLASS I
 DH8085
 DH8085.The horizontal coordinates were established by GPS observations
 DH8085.and adjusted by the National Geodetic Survey in February 2006..
 DH8085
 DH8085.The orthometric height was determined by GPS observations and a
 DH8085.high-resolution geoid model.
 DH8085
 DH8085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8085
 DH8085.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8085
 DH8085.The ellipsoidal height was determined by GPS observations
 DH8085.and is referenced to NAD 83.
 DH8085
 DH8085.The geoid height was determined by GEOID03.
 DH8085
 DH8085;                    North         East     Units Scale Factor Converg.
 DH8085;SPC IL W     -   483,916.714   651,051.495   MT  0.99997065   -0 22 55.4
 DH8085;SPC IL W     - 1,587,650.09  2,135,991.45   sFT  0.99997065   -0 22 55.4
 DH8085;UTM  15      - 4,543,925.588   689,274.324   MT  1.00004094   +1 28 41.3
 DH8085
 DH8085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8085!SPC IL W     -   0.99997582  x   0.99997065  =   0.99994647
 DH8085!UTM  15      -   0.99997582  x   1.00004094  =   1.00001675
 DH8085
 DH8085                          SUPERSEDED SURVEY CONTROL
 DH8085
 DH8085.No superseded survey control is available for this station.
 DH8085
 DH8085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8927443926(NAD 83)
 DH8085_MARKER: I = METAL ROD
 DH8085_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8085_STAMPING: 95 7655 ME
 DH8085_MARK LOGO: ILDT  
 DH8085_PROJECTION: RECESSED 1 CENTIMETERS
 DH8085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8085+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DH8085_ROD/PIPE-DEPTH:  3.0 meters
 DH8085
 DH8085  HISTORY     - Date     Condition        Report By
 DH8085  HISTORY     - 19950625 MONUMENTED       ILDT
 DH8085  HISTORY     - 20051101 GOOD             ILDT
 DH8085
 DH8085                          STATION DESCRIPTION
 DH8085
 DH8085'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH8085'TO REACH THE STATION FROM THE INTERSECTION OF IL. 94 AND IL. 135, 0.9
 DH8085'MILES NORTH OF LITTLE  YORK, PROCEED WEST ON IL. 94 0.10 MILES TO THE
 DH8085'STATION ON THE SOUTH SIDE OF THE HIGHWAY.   THE STATION IS 34.95 FEET
 DH8085'SOUTH OF THE CENTERLINE OF IL. 94, 48.80 FEET WEST OF A P.K. NAIL SET
 DH8085'ON THE WEST SIDE OF A POWER POLE WITH THREE TRANSFORMERS, AND 115.85
 DH8085'FEET SOUTHEAST  OF THE SOUTHEAST CORNER OF A UNDERGROUND TELEPHONE
 DH8085'SPLICE BOX ON THE NORTH SIDE OF  THE HIGHWAY.  THE STATION IS A
 DH8085'STANDARD ALUMINUM SPIRE SET IN A PVC SLEEVE WITH A CAST  ALUMNUM
 DH8085'COVER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8086 ***********************************************************************
 DH8086  DESIGNATION -  95 7660 ME
 DH8086  PID         -  DH8086
 DH8086  STATE/COUNTY-  IL/MERCER
 DH8086  USGS QUAD   -  LITTLE YORK (1982)
 DH8086
 DH8086                         *CURRENT SURVEY CONTROL
 DH8086  ___________________________________________________________________
 DH8086* NAD 83(1997)-  41 05 51.76778(N)    090 44 40.98027(W)     ADJUSTED  
 DH8086* NAVD 88     -       185.2    (meters)     608.     (feet)  GPS OBS   
 DH8086  ___________________________________________________________________
 DH8086  X           -     -62,563.986 (meters)                     COMP
 DH8086  Y           -  -4,813,172.944 (meters)                     COMP
 DH8086  Z           -   4,170,706.982 (meters)                     COMP
 DH8086  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DH8086  ELLIP HEIGHT-         152.28  (meters)          (02/22/06) GPS OBS
 DH8086  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DH8086
 DH8086  HORZ ORDER  -  FIRST
 DH8086  ELLP ORDER  -  FOURTH    CLASS I
 DH8086
 DH8086.The horizontal coordinates were established by GPS observations
 DH8086.and adjusted by the National Geodetic Survey in February 2006..
 DH8086
 DH8086.The orthometric height was determined by GPS observations and a
 DH8086.high-resolution geoid model.
 DH8086
 DH8086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8086
 DH8086.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8086
 DH8086.The ellipsoidal height was determined by GPS observations
 DH8086.and is referenced to NAD 83.
 DH8086
 DH8086.The geoid height was determined by GEOID03.
 DH8086
 DH8086;                    North         East     Units Scale Factor Converg.
 DH8086;SPC IL W     -   492,037.445   651,440.289   MT  0.99997019   -0 22 47.9
 DH8086;SPC IL W     - 1,614,292.85  2,137,267.01   sFT  0.99997019   -0 22 47.9
 DH8086;UTM  15      - 4,552,055.239   689,399.121   MT  1.00004151   +1 28 58.6
 DH8086
 DH8086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8086!SPC IL W     -   0.99997611  x   0.99997019  =   0.99994630
 DH8086!UTM  15      -   0.99997611  x   1.00004151  =   1.00001762
 DH8086
 DH8086                          SUPERSEDED SURVEY CONTROL
 DH8086
 DH8086.No superseded survey control is available for this station.
 DH8086
 DH8086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8939952055(NAD 83)
 DH8086_MARKER: I = METAL ROD
 DH8086_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8086_STAMPING: 95 7660 ME
 DH8086_MARK LOGO: ILDT  
 DH8086_PROJECTION: RECESSED 1 CENTIMETERS
 DH8086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8086+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 DH8086_ROD/PIPE-DEPTH:  3.0 meters
 DH8086
 DH8086  HISTORY     - Date     Condition        Report By
 DH8086  HISTORY     - 19950625 MONUMENTED       ILDT
 DH8086  HISTORY     - 20051101 GOOD             ILDT
 DH8086
 DH8086                          STATION DESCRIPTION
 DH8086
 DH8086'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH8086'TO REACH THE STATION FROM THE INTERSECTION OF IL. 94 AND 30TH AVE.,
 DH8086'3.50 MILES EAST OF  SEATON, PROCEED SOUTH ON IL.94 0.95 MILES TO THE
 DH8086'STATION ON THE EAST SIDE OF THE HIGHWAY.   THE STATION IS 17.00 FEET
 DH8086'NORTH OF THE CENTERLINE OF A FIELD ENTRANCE, 31.00 FEET EAST OF  THE
 DH8086'CENTERLINE OF IL. 94, 65.20 FEET NORTHEAST OF A P.K. NAIL SET ON THE
 DH8086'EAST SIDE OF A LONE  WOOD FENCE POST, SOUTH OF A FIELD ENTRANCE, ON
 DH8086'THE WEST SIDE OF THE HIGHWAY, 74.20 FEET  EAST OF A P.K. NAIL SET ON
 DH8086'THE EAST SIDE OF A POWER POLE ON THE WEST SIDE OF THE HIGHWAY,  AND
 DH8086'39.25 FEET SOUTH OF THE APEX OF A CONCRETE R.O.W. MONUMENT ON THE EAST
 DH8086'SIDE OF THE  HIGHWAY.  THE STATION IS A STANDARD ALUMINUM SPIRE SET IN
 DH8086'A PVC SLEEVE WITH A CAST  ALUMINUM COVER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4732 ***********************************************************************
 DG4732  DESIGNATION -  9501
 DG4732  PID         -  DG4732
 DG4732  STATE/COUNTY-  IL/FRANKLIN
 DG4732  USGS QUAD   -  CHRISTOPHER (1976)
 DG4732
 DG4732                         *CURRENT SURVEY CONTROL
 DG4732  ___________________________________________________________________
 DG4732* NAD 83(1997)-  37 53 34.67135(N)    089 03 05.10320(W)     ADJUSTED  
 DG4732* NAVD 88     -       128.7    (meters)     422.     (feet)  GPS OBS   
 DG4732  ___________________________________________________________________
 DG4732  X           -      83,434.768 (meters)                     COMP
 DG4732  Y           -  -5,039,122.638 (meters)                     COMP
 DG4732  Z           -   3,896,136.208 (meters)                     COMP
 DG4732  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DG4732  ELLIP HEIGHT-          99.34  (meters)          (02/03/05) GPS OBS
 DG4732  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DG4732
 DG4732  HORZ ORDER  -  FIRST
 DG4732  ELLP ORDER  -  FOURTH    CLASS II
 DG4732
 DG4732.The horizontal coordinates were established by GPS observations
 DG4732.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4732
 DG4732.The orthometric height was determined by GPS observations and a
 DG4732.high-resolution geoid model.
 DG4732
 DG4732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4732
 DG4732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4732
 DG4732.The ellipsoidal height was determined by GPS observations
 DG4732.and is referenced to NAD 83.
 DG4732
 DG4732.The geoid height was determined by GEOID03.
 DG4732
 DG4732;                    North         East     Units Scale Factor Converg.
 DG4732;SPC IL E     -   136,337.771   236,838.504   MT  1.00002412   -0 26 27.8
 DG4732;SPC IL E     -   447,301.50    777,027.66   sFT  1.00002412   -0 26 27.8
 DG4732;UTM  16      - 4,195,923.084   319,619.997   MT  1.00000076   -1 15 37.1
 DG4732
 DG4732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4732!SPC IL E     -   0.99998441  x   1.00002412  =   1.00000853
 DG4732!UTM  16      -   0.99998441  x   1.00000076  =   0.99998517
 DG4732
 DG4732                          SUPERSEDED SURVEY CONTROL
 DG4732
 DG4732  ELLIP H (03/16/04)   99.35   (m)                       GP(       ) 3 2
 DG4732
 DG4732.Superseded values are not recommended for survey control.
 DG4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4732.See file dsdata.txt to determine how the superseded data were derived.
 DG4732
 DG4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1962095923(NAD 83)
 DG4732_MARKER: DD = SURVEY DISK
 DG4732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4732_STAMPING: 028-9501
 DG4732_MARK LOGO: ILDT  
 DG4732_PROJECTION: FLUSH
 DG4732_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4732+STABILITY: SURFACE MOTION
 DG4732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4732+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4732
 DG4732  HISTORY     - Date     Condition        Report By
 DG4732  HISTORY     - 1994     MONUMENTED       ILDT
 DG4732  HISTORY     - 20040223 GOOD             ILDT
 DG4732
 DG4732                          STATION DESCRIPTION
 DG4732
 DG4732'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4732'COMMENCING AT THE INTERSECTION OF IL. HIGHWAY 148 AND IL HIGHWAY 149
 DG4732'IN ZEIGLER, PROCEED NORTHEAST ALONG  HIGHWAY 149 FOR .25 MILE TO
 DG4732'INTERSECTION OF MAIN STREET AND RT. 149.TURN RIGHT AND PROCEED
 DG4732'SOUTHWEST ALONG RT. 149 FOR .30 MILE TO DEPARTMENT OF
 DG4732'RANSPORTATIONYARD ON THE LEFT, TURN LEFT THROUGH GATE AND MONUMENT ON
 DG4732'THE RIGHT. IT IS 38.1' NORTHEAST OF WITNESSIN WEST FENCE LINE, IT IS
 DG4732'62.5' SOUTHEAST OF FIRE HYDRANT JUST INSIDE GATE AND 106.3' SOUTH OF
 DG4732'THE SOUTHWESTOF BRICK BUILDING.
 DG4732' 
 DG4732'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4733 ***********************************************************************
 DG4733  DESIGNATION -  9502
 DG4733  PID         -  DG4733
 DG4733  STATE/COUNTY-  IL/FRANKLIN
 DG4733  USGS QUAD   -  WEST FRANKFORT (1978)
 DG4733
 DG4733                         *CURRENT SURVEY CONTROL
 DG4733  ___________________________________________________________________
 DG4733* NAD 83(1997)-  37 59 51.85746(N)    088 56 35.71545(W)     ADJUSTED  
 DG4733* NAVD 88     -       132.4    (meters)     434.     (feet)  GPS OBS   
 DG4733  ___________________________________________________________________
 DG4733  X           -      92,815.659 (meters)                     COMP
 DG4733  Y           -  -5,031,808.951 (meters)                     COMP
 DG4733  Z           -   3,905,309.431 (meters)                     COMP
 DG4733  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DG4733  ELLIP HEIGHT-         102.82  (meters)          (02/03/05) GPS OBS
 DG4733  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DG4733
 DG4733  HORZ ORDER  -  FIRST
 DG4733  ELLP ORDER  -  FOURTH    CLASS II
 DG4733
 DG4733.The horizontal coordinates were established by GPS observations
 DG4733.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4733
 DG4733.The orthometric height was determined by GPS observations and a
 DG4733.high-resolution geoid model.
 DG4733
 DG4733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4733
 DG4733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4733
 DG4733.The ellipsoidal height was determined by GPS observations
 DG4733.and is referenced to NAD 83.
 DG4733
 DG4733.The geoid height was determined by GEOID03.
 DG4733
 DG4733;                    North         East     Units Scale Factor Converg.
 DG4733;SPC IL E     -   147,899.348   246,428.588   MT  1.00001033   -0 22 31.8
 DG4733;SPC IL E     -   485,233.11    808,491.13   sFT  1.00001033   -0 22 31.8
 DG4733;UTM  16      - 4,207,345.772   329,374.229   MT  0.99995858   -1 11 47.8
 DG4733
 DG4733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4733!SPC IL E     -   0.99998387  x   1.00001033  =   0.99999420
 DG4733!UTM  16      -   0.99998387  x   0.99995858  =   0.99994245
 DG4733
 DG4733                          SUPERSEDED SURVEY CONTROL
 DG4733
 DG4733  ELLIP H (03/16/04)  102.82   (m)                       GP(       ) 3 2
 DG4733
 DG4733.Superseded values are not recommended for survey control.
 DG4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4733.See file dsdata.txt to determine how the superseded data were derived.
 DG4733
 DG4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2937407346(NAD 83)
 DG4733_MARKER: DD = SURVEY DISK
 DG4733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4733_STAMPING: 028-9502
 DG4733_MARK LOGO: ILDT  
 DG4733_PROJECTION: FLUSH
 DG4733_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4733+STABILITY: SURFACE MOTION
 DG4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4733+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4733
 DG4733  HISTORY     - Date     Condition        Report By
 DG4733  HISTORY     - 1994     MONUMENTED       ILDT
 DG4733  HISTORY     - 20040223 GOOD             ILDT
 DG4733
 DG4733                          STATION DESCRIPTION
 DG4733
 DG4733'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4733'FROM THE INTERSECTION OF INTERSTATE 57 AND IL 14 PROCEED WEST OF IL 14
 DG4733'ABOUT 0.3 MI TO ILDT MAINTENANCE YARD. MARK IS LOCATED 4.65 M SOUTH OF
 DG4733'FENCE AND 6.31 M NORTH OF NW CORNER CONC LOADING RAMP. MONUMENT IS A
 DG4733'ALUMINUM DISK SET IN CONCRETE AND STAMPED 028 9502
 DG4733' 
 DG4733'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4728 ***********************************************************************
 DG4728  DESIGNATION -  9503
 DG4728  PID         -  DG4728
 DG4728  STATE/COUNTY-  IL/ALEXANDER
 DG4728  USGS QUAD   -  MC CLURE (1993)
 DG4728
 DG4728                         *CURRENT SURVEY CONTROL
 DG4728  ___________________________________________________________________
 DG4728* NAD 83(1997)-  37 17 45.36624(N)    089 26 55.72933(W)     ADJUSTED  
 DG4728* NAVD 88     -       101.6    (meters)     333.     (feet)  GPS OBS   
 DG4728  ___________________________________________________________________
 DG4728  X           -      48,871.027 (meters)                     COMP
 DG4728  Y           -  -5,079,983.329 (meters)                     COMP
 DG4728  Z           -   3,843,616.022 (meters)                     COMP
 DG4728  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DG4728  ELLIP HEIGHT-          73.34  (meters)          (02/03/05) GPS OBS
 DG4728  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DG4728
 DG4728  HORZ ORDER  -  FIRST
 DG4728  ELLP ORDER  -  FOURTH    CLASS II
 DG4728
 DG4728.The horizontal coordinates were established by GPS observations
 DG4728.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4728
 DG4728.The orthometric height was determined by GPS observations and a
 DG4728.high-resolution geoid model.
 DG4728
 DG4728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4728
 DG4728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4728
 DG4728.The ellipsoidal height was determined by GPS observations
 DG4728.and is referenced to NAD 83.
 DG4728
 DG4728.The geoid height was determined by GEOID03.
 DG4728
 DG4728;                    North         East     Units Scale Factor Converg.
 DG4728;SPC IL W     -    70,071.992   763,645.509   MT  0.99999106   +0 26 05.9
 DG4728;SPC IL W     -   229,894.53  2,505,393.64   sFT  0.99999106   +0 26 05.9
 DG4728;UTM  16      - 4,130,513.809   282,943.789   MT  1.00018039   -1 29 03.8
 DG4728
 DG4728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4728!SPC IL W     -   0.99998849  x   0.99999106  =   0.99997955
 DG4728!UTM  16      -   0.99998849  x   1.00018039  =   1.00016888
 DG4728
 DG4728                          SUPERSEDED SURVEY CONTROL
 DG4728
 DG4728  ELLIP H (03/16/04)   73.34   (m)                       GP(       ) 3 2
 DG4728
 DG4728.Superseded values are not recommended for survey control.
 DG4728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4728.See file dsdata.txt to determine how the superseded data were derived.
 DG4728
 DG4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8294430514(NAD 83)
 DG4728_MARKER: DD = SURVEY DISK
 DG4728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4728_STAMPING: 002-9503
 DG4728_MARK LOGO: ILDT  
 DG4728_PROJECTION: FLUSH
 DG4728_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4728+STABILITY: SURFACE MOTION
 DG4728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4728+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4728
 DG4728  HISTORY     - Date     Condition        Report By
 DG4728  HISTORY     - 1994     MONUMENTED       ILDT
 DG4728  HISTORY     - 20040223 GOOD             ILDT
 DG4728
 DG4728                          STATION DESCRIPTION
 DG4728
 DG4728'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4728'MONUMENT IS IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 DG4728'IL.HIGHWAY 3 AND IL HIGHWAY 146, 3 MILESEAST OF CAPE GIRARDEAU. IT IS
 DG4728'116.5' WEST OF EDGE OF ASPHALT SHOULDER OF IL HIGHWAY 3, IT IS 139'
 DG4728'NORTHOF THE CENTERLINE OF IL HIGHWAY 146 AND 2' SOUTH OF A METAL
 DG4728'WITNESS POST.
 DG4728' 
 DG4728'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4729 ***********************************************************************
 DG4729  DESIGNATION -  9504
 DG4729  PID         -  DG4729
 DG4729  STATE/COUNTY-  IL/ALEXANDER
 DG4729  USGS QUAD   -  MC CLURE (1993)
 DG4729
 DG4729                         *CURRENT SURVEY CONTROL
 DG4729  ___________________________________________________________________
 DG4729* NAD 83(1997)-  37 18 21.02640(N)    089 26 53.97486(W)     ADJUSTED  
 DG4729* NAVD 88     -       102.3    (meters)     336.     (feet)  GPS OBS   
 DG4729  ___________________________________________________________________
 DG4729  X           -      48,907.827 (meters)                     COMP
 DG4729  Y           -  -5,079,317.210 (meters)                     COMP
 DG4729  Z           -   3,844,490.900 (meters)                     COMP
 DG4729  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DG4729  ELLIP HEIGHT-          73.95  (meters)          (02/03/05) GPS OBS
 DG4729  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DG4729
 DG4729  HORZ ORDER  -  FIRST
 DG4729  ELLP ORDER  -  FOURTH    CLASS II
 DG4729
 DG4729.The horizontal coordinates were established by GPS observations
 DG4729.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4729
 DG4729.The orthometric height was determined by GPS observations and a
 DG4729.high-resolution geoid model.
 DG4729
 DG4729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4729
 DG4729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4729
 DG4729.The ellipsoidal height was determined by GPS observations
 DG4729.and is referenced to NAD 83.
 DG4729
 DG4729.The geoid height was determined by GEOID03.
 DG4729
 DG4729;                    North         East     Units Scale Factor Converg.
 DG4729;SPC IL W     -    71,171.634   763,680.366   MT  0.99999111   +0 26 07.4
 DG4729;SPC IL W     -   233,502.27  2,505,508.00   sFT  0.99999111   +0 26 07.4
 DG4729;UTM  16      - 4,131,611.875   283,015.475   MT  1.00018001   -1 29 04.0
 DG4729
 DG4729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4729!SPC IL W     -   0.99998840  x   0.99999111  =   0.99997951
 DG4729!UTM  16      -   0.99998840  x   1.00018001  =   1.00016840
 DG4729
 DG4729                          SUPERSEDED SURVEY CONTROL
 DG4729
 DG4729  ELLIP H (03/16/04)   73.95   (m)                       GP(       ) 3 2
 DG4729
 DG4729.Superseded values are not recommended for survey control.
 DG4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4729.See file dsdata.txt to determine how the superseded data were derived.
 DG4729
 DG4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8301531612(NAD 83)
 DG4729_MARKER: DD = SURVEY DISK
 DG4729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4729_STAMPING: 002-9504
 DG4729_MARK LOGO: ILDT  
 DG4729_PROJECTION: FLUSH
 DG4729_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4729+STABILITY: SURFACE MOTION
 DG4729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4729+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4729
 DG4729  HISTORY     - Date     Condition        Report By
 DG4729  HISTORY     - 1994     MONUMENTED       ILDT
 DG4729  HISTORY     - 20040223 GOOD             ILDT
 DG4729
 DG4729                          STATION DESCRIPTION
 DG4729
 DG4729'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4729'STARTING AT THE INTERSECTION OF IL RT 3 AND IL RT 146 PROCEED 0.7 MI
 DG4729'NORTH TO FIRST ENTERENCE TO REST AREA WHERE MONUMENT IS LOCATED.
 DG4729'MONUMENT IS A BRASS DISK SET IN CONCRETE AND STAMPED 002 9504. WITNESS
 DG4729'POST LOCATED 1.5 FT WEST OF MONUMENT.
 DG4729' 
 DG4729'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4730 ***********************************************************************
 DG4730  DESIGNATION -  9505
 DG4730  PID         -  DG4730
 DG4730  STATE/COUNTY-  IL/ALEXANDER
 DG4730  USGS QUAD   -  CAIRO (1993)
 DG4730
 DG4730                         *CURRENT SURVEY CONTROL
 DG4730  ___________________________________________________________________
 DG4730* NAD 83(1997)-  37 02 28.26810(N)    089 11 24.06872(W)     ADJUSTED  
 DG4730* NAVD 88     -        94.3    (meters)     309.     (feet)  GPS OBS   
 DG4730  ___________________________________________________________________
 DG4730  X           -      72,057.196 (meters)                     COMP
 DG4730  Y           -  -5,096,784.539 (meters)                     COMP
 DG4730  Z           -   3,821,082.326 (meters)                     COMP
 DG4730  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DG4730  ELLIP HEIGHT-          66.13  (meters)          (02/03/05) GPS OBS
 DG4730  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG4730
 DG4730  HORZ ORDER  -  FIRST
 DG4730  ELLP ORDER  -  FOURTH    CLASS II
 DG4730
 DG4730.The horizontal coordinates were established by GPS observations
 DG4730.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4730
 DG4730.The orthometric height was determined by GPS observations and a
 DG4730.high-resolution geoid model.
 DG4730
 DG4730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4730
 DG4730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4730
 DG4730.The ellipsoidal height was determined by GPS observations
 DG4730.and is referenced to NAD 83.
 DG4730
 DG4730.The geoid height was determined by GEOID03.
 DG4730
 DG4730;                    North         East     Units Scale Factor Converg.
 DG4730;SPC IL W     -    42,005.842   786,882.178   MT  1.00003413   +0 35 18.1
 DG4730;SPC IL W     -   137,814.17  2,581,629.28   sFT  1.00003413   +0 35 18.1
 DG4730;UTM  16      - 4,101,684.135   305,232.735   MT  1.00006733   -1 19 10.8
 DG4730
 DG4730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4730!SPC IL W     -   0.99998962  x   1.00003413  =   1.00002375
 DG4730!UTM  16      -   0.99998962  x   1.00006733  =   1.00005695
 DG4730
 DG4730                          SUPERSEDED SURVEY CONTROL
 DG4730
 DG4730  ELLIP H (03/16/04)   66.15   (m)                       GP(       ) 3 2
 DG4730
 DG4730.Superseded values are not recommended for survey control.
 DG4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4730.See file dsdata.txt to determine how the superseded data were derived.
 DG4730
 DG4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0523301684(NAD 83)
 DG4730_MARKER: DD = SURVEY DISK
 DG4730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4730_STAMPING: 002-9505
 DG4730_MARK LOGO: ILDT  
 DG4730_PROJECTION: FLUSH
 DG4730_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4730+STABILITY: SURFACE MOTION
 DG4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4730+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4730
 DG4730  HISTORY     - Date     Condition        Report By
 DG4730  HISTORY     - 1994     MONUMENTED       ILDT
 DG4730  HISTORY     - 20040223 GOOD             ILDT
 DG4730
 DG4730                          STATION DESCRIPTION
 DG4730
 DG4730'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4730'STARTING AT THE INTERSECTION OF IL 3 AND IL 51 NORTH OF CAIRO, PROCEED
 DG4730'0.2 MI NORTH ON IL 51 TO INTERSECTION WITH LOCAL ROAD, TURN RT (WEST)
 DG4730'ON LOCAL ST AND PROCEED 0.2 MI TO CAIRO MAINTENANCE YARD. MARK IS
 DG4730'LOCATED IN SE CORNER OF MAINTENANCE YARD, 64.8 FT NW OF SE CORNER OF
 DG4730'FENCE, 234.9 FT EAST OF NE CORNER OF BLDG, AND 148.4 FT SE OF SE
 DG4730'CORNER OF GAS HOUSE. MONUMENT IS A ALUMINUM DISK SET IN CONCRETE AND
 DG4730'STAMPED 002 9505
 DG4730' 
 DG4730'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4731 ***********************************************************************
 DG4731  DESIGNATION -  9506
 DG4731  PID         -  DG4731
 DG4731  STATE/COUNTY-  IL/ALEXANDER
 DG4731  USGS QUAD   -  CAIRO (1993)
 DG4731
 DG4731                         *CURRENT SURVEY CONTROL
 DG4731  ___________________________________________________________________
 DG4731* NAD 83(1997)-  37 02 31.36933(N)    089 11 54.14286(W)     ADJUSTED  
 DG4731* NAVD 88     -        95.6    (meters)     314.     (feet)  GPS OBS   
 DG4731  ___________________________________________________________________
 DG4731  X           -      71,313.274 (meters)                     COMP
 DG4731  Y           -  -5,096,738.411 (meters)                     COMP
 DG4731  Z           -   3,821,159.396 (meters)                     COMP
 DG4731  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DG4731  ELLIP HEIGHT-          67.39  (meters)          (02/03/05) GPS OBS
 DG4731  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG4731
 DG4731  HORZ ORDER  -  FIRST
 DG4731  ELLP ORDER  -  FOURTH    CLASS II
 DG4731
 DG4731.The horizontal coordinates were established by GPS observations
 DG4731.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4731
 DG4731.The orthometric height was determined by GPS observations and a
 DG4731.high-resolution geoid model.
 DG4731
 DG4731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4731
 DG4731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4731
 DG4731.The ellipsoidal height was determined by GPS observations
 DG4731.and is referenced to NAD 83.
 DG4731
 DG4731.The geoid height was determined by GEOID03.
 DG4731
 DG4731;                    North         East     Units Scale Factor Converg.
 DG4731;SPC IL W     -    42,093.843   786,138.023   MT  1.00003255   +0 35 00.0
 DG4731;SPC IL W     -   138,102.88  2,579,187.83   sFT  1.00003255   +0 35 00.0
 DG4731;UTM  16      - 4,101,796.869   304,491.896   MT  1.00007089   -1 19 29.0
 DG4731
 DG4731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4731!SPC IL W     -   0.99998942  x   1.00003255  =   1.00002197
 DG4731!UTM  16      -   0.99998942  x   1.00007089  =   1.00006031
 DG4731
 DG4731                          SUPERSEDED SURVEY CONTROL
 DG4731
 DG4731  ELLIP H (03/16/04)   67.42   (m)                       GP(       ) 3 2
 DG4731
 DG4731.Superseded values are not recommended for survey control.
 DG4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4731.See file dsdata.txt to determine how the superseded data were derived.
 DG4731
 DG4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0449201797(NAD 83)
 DG4731_MARKER: DD = SURVEY DISK
 DG4731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4731_STAMPING: 002-9506
 DG4731_MARK LOGO: ILDT  
 DG4731_PROJECTION: FLUSH
 DG4731_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4731+STABILITY: SURFACE MOTION
 DG4731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4731+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4731
 DG4731  HISTORY     - Date     Condition        Report By
 DG4731  HISTORY     - 1994     MONUMENTED       ILDT
 DG4731  HISTORY     - 20040223 GOOD             ILDT
 DG4731
 DG4731                          STATION DESCRIPTION
 DG4731
 DG4731'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4731'STARTING AT THE INTERSECTION OF IL 3 AND IL 51 NORTH OF CAIRO, PROCEED
 DG4731'07 MI WEST ON IL 3 TO MONUMENT OR RT. MARK IS LOCATED BETWEEN ON AND
 DG4731'OFF RAMPS FOR I57. 92.31 FT SW OF CROSS IN LIGHT FOUNDATION, 132.1 FT
 DG4731'SE OF NW CORNER INTERSTATE SIGN POST. MONUMENT IS A ALUMINUM DISK SET
 DG4731'IN CONCRETE AND STAMPED 002 9506
 DG4731' 
 DG4731'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4734 ***********************************************************************
 DG4734  DESIGNATION -  9507
 DG4734  PID         -  DG4734
 DG4734  STATE/COUNTY-  IL/GALLATIN
 DG4734  USGS QUAD   -  EQUALITY (1996)
 DG4734
 DG4734                         *CURRENT SURVEY CONTROL
 DG4734  ___________________________________________________________________
 DG4734* NAD 83(1997)-  37 43 25.39300(N)    088 17 10.46950(W)     ADJUSTED  
 DG4734* NAVD 88     -       112.5    (meters)     369.     (feet)  GPS OBS   
 DG4734  ___________________________________________________________________
 DG4734  X           -     151,066.008 (meters)                     COMP
 DG4734  Y           -  -5,049,056.503 (meters)                     COMP
 DG4734  Z           -   3,881,284.546 (meters)                     COMP
 DG4734  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 DG4734  ELLIP HEIGHT-          82.75  (meters)          (02/03/05) GPS OBS
 DG4734  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DG4734
 DG4734  HORZ ORDER  -  FIRST
 DG4734  ELLP ORDER  -  FOURTH    CLASS II
 DG4734
 DG4734.The horizontal coordinates were established by GPS observations
 DG4734.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4734
 DG4734.The orthometric height was determined by GPS observations and a
 DG4734.high-resolution geoid model.
 DG4734
 DG4734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4734
 DG4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4734
 DG4734.The ellipsoidal height was determined by GPS observations
 DG4734.and is referenced to NAD 83.
 DG4734
 DG4734.The geoid height was determined by GEOID03.
 DG4734
 DG4734;                    North         East     Units Scale Factor Converg.
 DG4734;SPC IL E     -   117,311.309   304,151.555   MT  0.99997521   +0 01 43.7
 DG4734;SPC IL E     -   384,878.85    997,870.56   sFT  0.99997521   +0 01 43.7
 DG4734;UTM  16      - 4,175,940.495   386,646.664   MT  0.99975826   -0 47 13.5
 DG4734
 DG4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4734!SPC IL E     -   0.99998702  x   0.99997521  =   0.99996223
 DG4734!UTM  16      -   0.99998702  x   0.99975826  =   0.99974528
 DG4734
 DG4734                          SUPERSEDED SURVEY CONTROL
 DG4734
 DG4734  ELLIP H (03/16/04)   82.75   (m)                       GP(       ) 3 2
 DG4734
 DG4734.Superseded values are not recommended for survey control.
 DG4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4734.See file dsdata.txt to determine how the superseded data were derived.
 DG4734
 DG4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8664775940(NAD 83)
 DG4734_MARKER: DD = SURVEY DISK
 DG4734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4734_STAMPING: 030-9507
 DG4734_MARK LOGO: ILDT  
 DG4734_PROJECTION: FLUSH
 DG4734_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4734+STABILITY: SURFACE MOTION
 DG4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4734+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4734
 DG4734  HISTORY     - Date     Condition        Report By
 DG4734  HISTORY     - 1994     MONUMENTED       ILDT
 DG4734  HISTORY     - 20040223 GOOD             ILDT
 DG4734
 DG4734                          STATION DESCRIPTION
 DG4734
 DG4734'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4734'COMMENCING AT THE INTERSECTION OF IL. HIGHWAY 13 AND IL. HIGHWAY 1,
 DG4734'PROCEED SOUTH ON IL. HIGHWAY 1 FOR 1.2 MILES TO THE ILLINOIS
 DG4734'DEPARTMENT OF TRANSPORTATION MAINTENANCE YARDON THE WEST SIDE OF ROUTE
 DG4734'1, TURN RIGHT ON THE ENTRANCE ROAD TO THE YARD, GO THROUGH THE GATEAND
 DG4734'THE MONUMENT WILL BE ON LEFT, IT IS 39.3' WEST OF FENCE PARELLE TO
 DG4734'HIGHWAY 1, IT IS 120.5' SOUTHWEST OF THE SOUTH GATEPOST AT THE
 DG4734'ENTRANCE TO THE YARD, IT IS 78.8' WEST OF THE CENTERLINE OF HIGHWAY 1
 DG4734'AND 127'SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD THE YARD.
 DG4734' 
 DG4734'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4735 ***********************************************************************
 DG4735  DESIGNATION -  9508
 DG4735  PID         -  DG4735
 DG4735  STATE/COUNTY-  IL/GALLATIN
 DG4735  USGS QUAD   -  EQUALITY (1996)
 DG4735
 DG4735                         *CURRENT SURVEY CONTROL
 DG4735  ___________________________________________________________________
 DG4735* NAD 83(1997)-  37 42 59.48752(N)    088 17 09.86645(W)     ADJUSTED  
 DG4735* NAVD 88     -       109.5    (meters)     359.     (feet)  GPS OBS   
 DG4735  ___________________________________________________________________
 DG4735  X           -     151,095.315 (meters)                     COMP
 DG4735  Y           -  -5,049,542.150 (meters)                     COMP
 DG4735  Z           -   3,880,650.957 (meters)                     COMP
 DG4735  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DG4735  ELLIP HEIGHT-          79.79  (meters)          (02/03/05) GPS OBS
 DG4735  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 DG4735
 DG4735  HORZ ORDER  -  FIRST
 DG4735  ELLP ORDER  -  FOURTH    CLASS II
 DG4735
 DG4735.The horizontal coordinates were established by GPS observations
 DG4735.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4735
 DG4735.The orthometric height was determined by GPS observations and a
 DG4735.high-resolution geoid model.
 DG4735
 DG4735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4735
 DG4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4735
 DG4735.The ellipsoidal height was determined by GPS observations
 DG4735.and is referenced to NAD 83.
 DG4735
 DG4735.The geoid height was determined by GEOID03.
 DG4735
 DG4735;                    North         East     Units Scale Factor Converg.
 DG4735;SPC IL E     -   116,512.647   304,166.726   MT  0.99997521   +0 01 44.1
 DG4735;SPC IL E     -   382,258.58    997,920.33   sFT  0.99997521   +0 01 44.1
 DG4735;UTM  16      - 4,175,141.872   386,650.461   MT  0.99975825   -0 47 12.6
 DG4735
 DG4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4735!SPC IL E     -   0.99998748  x   0.99997521  =   0.99996269
 DG4735!UTM  16      -   0.99998748  x   0.99975825  =   0.99974573
 DG4735
 DG4735                          SUPERSEDED SURVEY CONTROL
 DG4735
 DG4735  ELLIP H (03/16/04)   79.80   (m)                       GP(       ) 3 2
 DG4735
 DG4735.Superseded values are not recommended for survey control.
 DG4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4735.See file dsdata.txt to determine how the superseded data were derived.
 DG4735
 DG4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8665075142(NAD 83)
 DG4735_MARKER: DD = SURVEY DISK
 DG4735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4735_STAMPING: 030-9508
 DG4735_MARK LOGO: ILDT  
 DG4735_PROJECTION: FLUSH
 DG4735_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4735+STABILITY: SURFACE MOTION
 DG4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4735+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4735
 DG4735  HISTORY     - Date     Condition        Report By
 DG4735  HISTORY     - 1994     MONUMENTED       ILDT
 DG4735  HISTORY     - 20040223 GOOD             ILDT
 DG4735
 DG4735                          STATION DESCRIPTION
 DG4735
 DG4735'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4735'COMMENCING AT THE INTERSECTION OF IL. HIGHWAY 13 AND IL. HIGHWAY 1,
 DG4735'PROCEED SOUTH ON HIGHWAY 1FOR 1.7 MILES TO THE MONUMENT ON THE RIGHT.
 DG4735'THE MARK IS 31.0' WEST OF HIGHWAY 1, IT IS 140.0' SOUTHOF A NAIL AND
 DG4735'BOTTLECAP IN A POWERPOLE IN THE SOUTHWEST QUADRANT OF HIGHWAY AND
 DG4735'PARKER ROAD,IT IS 144.1' SOUTHWEST OF A NAIL AND BOTTLECAP IN A
 DG4735'POWERPOLE IN THE SOUTHEAST QUADRANT OF HIGHWAY 1AND PARKER ROAD AND IT
 DG4735'IS 3.3' EAST OF A METAL WITNESS POST WITHOUT THE SIGN.
 DG4735' 
 DG4735'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4745 ***********************************************************************
 DG4745  DESIGNATION -  9510
 DG4745  PID         -  DG4745
 DG4745  STATE/COUNTY-  IL/SALINE
 DG4745  USGS QUAD   -  HARRISBURG (1996)
 DG4745
 DG4745                         *CURRENT SURVEY CONTROL
 DG4745  ___________________________________________________________________
 DG4745* NAD 83(1997)-  37 42 58.92419(N)    088 33 04.04268(W)     ADJUSTED  
 DG4745* NAVD 88     -       115.6    (meters)     379.     (feet)  GPS OBS   
 DG4745  ___________________________________________________________________
 DG4745  X           -     127,735.112 (meters)                     COMP
 DG4745  Y           -  -5,050,202.733 (meters)                     COMP
 DG4745  Z           -   3,880,641.109 (meters)                     COMP
 DG4745  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DG4745  ELLIP HEIGHT-          86.15  (meters)          (02/03/05) GPS OBS
 DG4745  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 DG4745
 DG4745  HORZ ORDER  -  FIRST
 DG4745  ELLP ORDER  -  FOURTH    CLASS II
 DG4745
 DG4745.The horizontal coordinates were established by GPS observations
 DG4745.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4745
 DG4745.The orthometric height was determined by GPS observations and a
 DG4745.high-resolution geoid model.
 DG4745
 DG4745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4745
 DG4745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4745
 DG4745.The ellipsoidal height was determined by GPS observations
 DG4745.and is referenced to NAD 83.
 DG4745
 DG4745.The geoid height was determined by GEOID03.
 DG4745
 DG4745;                    North         East     Units Scale Factor Converg.
 DG4745;SPC IL E     -   116,516.554   280,798.029   MT  0.99997954   -0 07 59.6
 DG4745;SPC IL E     -   382,271.39    921,251.53   sFT  0.99997954   -0 07 59.6
 DG4745;UTM  16      - 4,175,478.433   363,288.468   MT  0.99983021   -0 56 56.6
 DG4745
 DG4745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4745!SPC IL E     -   0.99998648  x   0.99997954  =   0.99996602
 DG4745!UTM  16      -   0.99998648  x   0.99983021  =   0.99981669
 DG4745
 DG4745                          SUPERSEDED SURVEY CONTROL
 DG4745
 DG4745  ELLIP H (03/16/04)   86.16   (m)                       GP(       ) 3 2
 DG4745
 DG4745.Superseded values are not recommended for survey control.
 DG4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4745.See file dsdata.txt to determine how the superseded data were derived.
 DG4745
 DG4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6328875478(NAD 83)
 DG4745_MARKER: DD = SURVEY DISK
 DG4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4745_STAMPING: 083-9510
 DG4745_MARK LOGO: ILDT  
 DG4745_PROJECTION: FLUSH
 DG4745_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4745+STABILITY: SURFACE MOTION
 DG4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4745+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4745
 DG4745  HISTORY     - Date     Condition        Report By
 DG4745  HISTORY     - 1994     MONUMENTED       ILDT
 DG4745  HISTORY     - 20040223 GOOD             ILDT
 DG4745
 DG4745                          STATION DESCRIPTION
 DG4745
 DG4745'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4745'FROM THE INTERSECTION OF INTERSTATE 45 AND IL 145 SE OF HARRISBERG,
 DG4745'PROCEED SOUTHWEST ALONG IL 45 ABOUT 1.2 MI TO CROSSROAD. TURN RT OR
 DG4745'NORTH  AND PROCEED 0,1 MI TO ENTERANCE TO ILDT HARRISBURG MAINTENANCE
 DG4745'YARD. MARK IS LOCATED IN IN SOUTH OF YARD 31.9 M SE OF NW CORNER OF
 DG4745'ROCK LOT, 12.1 M N OF SOUTH FENCEAND 39.75 M NW OF NAIL AND SHINER IN
 DG4745'PP. MONUMENT IS A ALUMINUM DISK SET IN CONCRETE AND STAMPED 083 9510
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4748 ***********************************************************************
 DG4748  DESIGNATION -  9511
 DG4748  PID         -  DG4748
 DG4748  STATE/COUNTY-  IL/UNION
 DG4748  USGS QUAD   -  ANNA (1978)
 DG4748
 DG4748                         *CURRENT SURVEY CONTROL
 DG4748  ___________________________________________________________________
 DG4748* NAD 83(1997)-  37 28 07.82262(N)    089 14 26.21146(W)     ADJUSTED  
 DG4748* NAVD 88     -       177.1    (meters)     581.     (feet)  GPS OBS   
 DG4748  ___________________________________________________________________
 DG4748  X           -      67,176.507 (meters)                     COMP
 DG4748  Y           -  -5,068,182.031 (meters)                     COMP
 DG4748  Z           -   3,858,910.145 (meters)                     COMP
 DG4748  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DG4748  ELLIP HEIGHT-         148.51  (meters)          (02/03/05) GPS OBS
 DG4748  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DG4748
 DG4748  HORZ ORDER  -  FIRST
 DG4748  ELLP ORDER  -  FOURTH    CLASS II
 DG4748
 DG4748.The horizontal coordinates were established by GPS observations
 DG4748.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4748
 DG4748.The orthometric height was determined by GPS observations and a
 DG4748.high-resolution geoid model.
 DG4748
 DG4748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4748
 DG4748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4748
 DG4748.The ellipsoidal height was determined by GPS observations
 DG4748.and is referenced to NAD 83.
 DG4748
 DG4748.The geoid height was determined by GEOID03.
 DG4748
 DG4748;                    North         East     Units Scale Factor Converg.
 DG4748;SPC IL W     -    89,421.781   781,916.725   MT  1.00002380   +0 33 48.2
 DG4748;SPC IL W     -   293,377.96  2,565,338.46   sFT  1.00002380   +0 33 48.2
 DG4748;UTM  16      - 4,149,241.879   301,856.417   MT  1.00008363   -1 21 48.5
 DG4748
 DG4748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4748!SPC IL W     -   0.99997670  x   1.00002380  =   1.00000050
 DG4748!UTM  16      -   0.99997670  x   1.00008363  =   1.00006032
 DG4748
 DG4748                          SUPERSEDED SURVEY CONTROL
 DG4748
 DG4748  ELLIP H (03/16/04)  148.52   (m)                       GP(       ) 3 2
 DG4748
 DG4748.Superseded values are not recommended for survey control.
 DG4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4748.See file dsdata.txt to determine how the superseded data were derived.
 DG4748
 DG4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0185649242(NAD 83)
 DG4748_MARKER: DD = SURVEY DISK
 DG4748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4748_STAMPING: 091-9511
 DG4748_MARK LOGO: ILDT  
 DG4748_PROJECTION: FLUSH
 DG4748_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4748+STABILITY: SURFACE MOTION
 DG4748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4748+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4748
 DG4748  HISTORY     - Date     Condition        Report By
 DG4748  HISTORY     - 1994     MONUMENTED       ILDT
 DG4748  HISTORY     - 20040223 GOOD             ILDT
 DG4748
 DG4748                          STATION DESCRIPTION
 DG4748
 DG4748'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4748'COMMENCING FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND ILLINOIS
 DG4748'HIGHWAY 146 EAST OF ANNA, GONORTH ON HIGHWAY 51 FOR 0.90 MILE TO KIRT
 DG4748'LN ON THE LEFT, TURN LEFT AND GO 0.20 MILE TO LIME KILN ROADAND TURN
 DG4748'LEFT OR (SOUTH) AND PROCEED 0.60 MILE TO THE ILLINOIS DEPARTMENT OF
 DG4748'TRANSPORTATION MAINTENANCEYARD ON THE RIGHT, THE MARK IS IN THE
 DG4748'SOUTHWEST PART OF THE YARD ON A GRASSY KNOLL. IT IS 17.0' EAST OF
 DG4748'HENORTH SOUTH FENCE LINE ON THE WEST SIDE OF THE YARD, IT IS 71.0'
 DG4748'NORTHEAST OF THE SOUTHWEST FENCE CORNERPOST TO THE YARD AND IT IS
 DG4748'155.8' WESTERLY OF A DROP INLET TO THE NORTHEAST.
 DG4748' 
 DG4748'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4749 ***********************************************************************
 DG4749  DESIGNATION -  9512
 DG4749  PID         -  DG4749
 DG4749  STATE/COUNTY-  IL/UNION
 DG4749  USGS QUAD   -  ANNA (1978)
 DG4749
 DG4749                         *CURRENT SURVEY CONTROL
 DG4749  ___________________________________________________________________
 DG4749* NAD 83(1997)-  37 28 32.40714(N)    089 13 57.60181(W)     ADJUSTED  
 DG4749* NAVD 88     -       182.6    (meters)     599.     (feet)  GPS OBS   
 DG4749  ___________________________________________________________________
 DG4749  X           -      67,873.365 (meters)                     COMP
 DG4749  Y           -  -5,067,715.976 (meters)                     COMP
 DG4749  Z           -   3,859,515.053 (meters)                     COMP
 DG4749  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DG4749  ELLIP HEIGHT-         154.04  (meters)          (02/03/05) GPS OBS
 DG4749  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DG4749
 DG4749  HORZ ORDER  -  FIRST
 DG4749  ELLP ORDER  -  FOURTH    CLASS II
 DG4749
 DG4749.The horizontal coordinates were established by GPS observations
 DG4749.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4749
 DG4749.The orthometric height was determined by GPS observations and a
 DG4749.high-resolution geoid model.
 DG4749
 DG4749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4749
 DG4749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4749
 DG4749.The ellipsoidal height was determined by GPS observations
 DG4749.and is referenced to NAD 83.
 DG4749
 DG4749.The geoid height was determined by GEOID03.
 DG4749
 DG4749;                    North         East     Units Scale Factor Converg.
 DG4749;SPC IL W     -    90,186.636   782,612.211   MT  1.00002521   +0 34 05.9
 DG4749;SPC IL W     -   295,887.32  2,567,620.23   sFT  1.00002521   +0 34 05.9
 DG4749;UTM  16      - 4,149,982.958   302,577.270   MT  1.00008012   -1 21 31.9
 DG4749
 DG4749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4749!SPC IL W     -   0.99997583  x   1.00002521  =   1.00000104
 DG4749!UTM  16      -   0.99997583  x   1.00008012  =   1.00005595
 DG4749
 DG4749                          SUPERSEDED SURVEY CONTROL
 DG4749
 DG4749  ELLIP H (03/16/04)  154.05   (m)                       GP(       ) 3 2
 DG4749
 DG4749.Superseded values are not recommended for survey control.
 DG4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4749.See file dsdata.txt to determine how the superseded data were derived.
 DG4749
 DG4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0257749983(NAD 83)
 DG4749_MARKER: DD = SURVEY DISK
 DG4749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4749_STAMPING: 091-9512
 DG4749_MARK LOGO: ILDT  
 DG4749_PROJECTION: FLUSH
 DG4749_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4749+STABILITY: SURFACE MOTION
 DG4749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4749+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4749
 DG4749  HISTORY     - Date     Condition        Report By
 DG4749  HISTORY     - 1994     MONUMENTED       ILDT
 DG4749  HISTORY     - 20040223 GOOD             ILDT
 DG4749
 DG4749                          STATION DESCRIPTION
 DG4749
 DG4749'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4749'091 9512
 DG4749' 
 DG4749'COMMENCING FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND ILLINOIS
 DG4749'HIGHWAY 146 EAST OF ANNA, GONORTH ON HIGHWAY 51 FOR 0.90 MILE TO KIRT
 DG4749'LANE ON THE LEFT, THE MARK IS ON TOP OF THE BACKSLOPE INTHE SOUTHWEST
 DG4749'QUADRANT OF THE INTERSECTION FLUSH WITH THE SURFACE OF THE GROUND. IT
 DG4749'IS 43.0' SOUTHEAST OF A P.K. NAIL AND SHINER IN A POWER POLE, IT IS
 DG4749'40.5' NORTHEAST OF THE EASTERN MOST SIGN POST OF ANNAQUARRIES SIGN AND
 DG4749'1.5' EAST OF WITNESS POST.
 DG4749' 
 DG4749'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4739 ***********************************************************************
 DG4739  DESIGNATION -  9514
 DG4739  PID         -  DG4739
 DG4739  STATE/COUNTY-  IL/JOHNSON
 DG4739  USGS QUAD   -  VIENNA (1996)
 DG4739
 DG4739                         *CURRENT SURVEY CONTROL
 DG4739  ___________________________________________________________________
 DG4739* NAD 83(1997)-  37 26 03.58988(N)    088 53 37.76157(W)     ADJUSTED  
 DG4739* NAVD 88     -       145.3    (meters)     477.     (feet)  GPS OBS   
 DG4739  ___________________________________________________________________
 DG4739  X           -      97,895.525 (meters)                     COMP
 DG4739  Y           -  -5,069,985.896 (meters)                     COMP
 DG4739  Z           -   3,855,850.140 (meters)                     COMP
 DG4739  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DG4739  ELLIP HEIGHT-         116.60  (meters)          (02/03/05) GPS OBS
 DG4739  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG4739
 DG4739  HORZ ORDER  -  FIRST
 DG4739  ELLP ORDER  -  FOURTH    CLASS II
 DG4739
 DG4739.The horizontal coordinates were established by GPS observations
 DG4739.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4739
 DG4739.The orthometric height was determined by GPS observations and a
 DG4739.high-resolution geoid model.
 DG4739
 DG4739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4739
 DG4739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4739
 DG4739.The ellipsoidal height was determined by GPS observations
 DG4739.and is referenced to NAD 83.
 DG4739
 DG4739.The geoid height was determined by GEOID03.
 DG4739
 DG4739;                    North         East     Units Scale Factor Converg.
 DG4739;SPC IL E     -    85,339.606   250,396.143   MT  1.00000530   -0 20 26.5
 DG4739;SPC IL E     -   279,985.02    821,508.01   sFT  1.00000530   -0 20 26.5
 DG4739;UTM  16      - 4,144,739.356   332,450.347   MT  0.99994581   -1 09 05.2
 DG4739
 DG4739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4739!SPC IL E     -   0.99998170  x   1.00000530  =   0.99998700
 DG4739!UTM  16      -   0.99998170  x   0.99994581  =   0.99992751
 DG4739
 DG4739:                Primary Azimuth Mark                     Grid Az
 DG4739:SPC IL E     -  044 9515                                 011 13 28.6
 DG4739:UTM  16      -  044 9515                                 012 02 07.3
 DG4739
 DG4739|---------------------------------------------------------------------|
 DG4739| PID    Reference Object                     Distance      Geod. Az  |
 DG4739|                                                           dddmmss.s |
 DG4739| AF9261 044 9515                            APPROX. 0.6 KM 0105302.1 |
 DG4739|---------------------------------------------------------------------|
 DG4739
 DG4739                          SUPERSEDED SURVEY CONTROL
 DG4739
 DG4739  ELLIP H (03/16/04)  116.61   (m)                       GP(       ) 3 2
 DG4739
 DG4739.Superseded values are not recommended for survey control.
 DG4739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4739.See file dsdata.txt to determine how the superseded data were derived.
 DG4739
 DG4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3245044739(NAD 83)
 DG4739_MARKER: DD = SURVEY DISK
 DG4739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4739_STAMPING: 044-9514
 DG4739_MARK LOGO: ILDT  
 DG4739_PROJECTION: FLUSH
 DG4739_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4739+STABILITY: SURFACE MOTION
 DG4739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4739+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4739
 DG4739  HISTORY     - Date     Condition        Report By
 DG4739  HISTORY     - 1994     MONUMENTED       ILDT
 DG4739  HISTORY     - 20040223 GOOD             ILDT
 DG4739
 DG4739                          STATION DESCRIPTION
 DG4739
 DG4739'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4739'FROM THE INTERCEPTION OF US 45 AND IL 145 IN VIENNA IL PROCEED 1.3 MI
 DG4739'TO ENTERANCE TO VIENNA MAINTENCE YARD. NORTH OF THE DRIVEWAY TO YARD,
 DG4739'88.5 FT EAST OF FENCE ALONG US 45 AND 138 FT NW OF CORNER POST IN
 DG4739'FENCE. MONUMENT IS A ALUMINUM DISK SET IN CONCRETE AND STAMPED 044
 DG4739'9514
 DG4739' 
 DG4739'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4737 ***********************************************************************
 DG4737  DESIGNATION -  9517
 DG4737  PID         -  DG4737
 DG4737  STATE/COUNTY-  IL/JACKSON
 DG4737  USGS QUAD   -  MURPHYSBORO (1978)
 DG4737
 DG4737                         *CURRENT SURVEY CONTROL
 DG4737  ___________________________________________________________________
 DG4737* NAD 83(1997)-  37 48 40.11722(N)    089 19 31.70674(W)     ADJUSTED  
 DG4737* NAVD 88     -       122.8    (meters)     403.     (feet)  GPS OBS   
 DG4737  ___________________________________________________________________
 DG4737  X           -      59,396.381 (meters)                     COMP
 DG4737  Y           -  -5,045,031.925 (meters)                     COMP
 DG4737  Z           -   3,888,961.797 (meters)                     COMP
 DG4737  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DG4737  ELLIP HEIGHT-          93.61  (meters)          (02/03/05) GPS OBS
 DG4737  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG4737
 DG4737  HORZ ORDER  -  FIRST
 DG4737  ELLP ORDER  -  FOURTH    CLASS II
 DG4737
 DG4737.The horizontal coordinates were established by GPS observations
 DG4737.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4737
 DG4737.The orthometric height was determined by GPS observations and a
 DG4737.high-resolution geoid model.
 DG4737
 DG4737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4737
 DG4737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4737
 DG4737.The ellipsoidal height was determined by GPS observations
 DG4737.and is referenced to NAD 83.
 DG4737
 DG4737.The geoid height was determined by GEOID03.
 DG4737
 DG4737;                    North         East     Units Scale Factor Converg.
 DG4737;SPC IL W     -   127,342.382   774,069.398   MT  1.00000873   +0 30 56.6
 DG4737;SPC IL W     -   417,789.13  2,539,592.68   sFT  1.00000873   +0 30 56.6
 DG4737;UTM  16      - 4,187,408.949   295,293.012   MT  1.00011616   -1 25 34.1
 DG4737
 DG4737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4737!SPC IL W     -   0.99998531  x   1.00000873  =   0.99999404
 DG4737!UTM  16      -   0.99998531  x   1.00011616  =   1.00010147
 DG4737
 DG4737|---------------------------------------------------------------------|
 DG4737| PID    Reference Object                     Distance      Geod. Az  |
 DG4737|                                                           dddmmss.s |
 DG4737| DG4738 9816                                264.024 METERS 08842     |
 DG4737|---------------------------------------------------------------------|
 DG4737
 DG4737                          SUPERSEDED SURVEY CONTROL
 DG4737
 DG4737  ELLIP H (03/16/04)   93.61   (m)                       GP(       ) 3 2
 DG4737
 DG4737.Superseded values are not recommended for survey control.
 DG4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4737.See file dsdata.txt to determine how the superseded data were derived.
 DG4737
 DG4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9529387409(NAD 83)
 DG4737_MARKER: DD = SURVEY DISK
 DG4737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4737_STAMPING: 039-9517
 DG4737_MARK LOGO: ILDT  
 DG4737_PROJECTION: FLUSH
 DG4737_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4737+STABILITY: SURFACE MOTION
 DG4737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4737+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4737
 DG4737  HISTORY     - Date     Condition        Report By
 DG4737  HISTORY     - 1994     MONUMENTED       ILDT
 DG4737  HISTORY     - 20040223 GOOD             ILDT
 DG4737
 DG4737                          STATION DESCRIPTION
 DG4737
 DG4737'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4737'FROM IL 127 AND IL 149 IN MURPHYSBORO, PROCEED NORTH ON IL 129 FOR
 DG4737'2.35 MILES TO DRIVEWAY TO ILDT MAINTENANCE YARD. THENCE 0.15 MI INTO
 DG4737'YARD WHERE MARK IS LOCATED IN SE CORNER. MONUMENT IS A ALUMINUM DISK
 DG4737'SET IN CONCRETE AND STAMPED 039 9517
 DG4737' 
 DG4737'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4742 ***********************************************************************
 DG4742  DESIGNATION -  9518
 DG4742  PID         -  DG4742
 DG4742  STATE/COUNTY-  IL/PERRY
 DG4742  USGS QUAD   -  PINCKNEYVILLE (1982)
 DG4742
 DG4742                         *CURRENT SURVEY CONTROL
 DG4742  ___________________________________________________________________
 DG4742* NAD 83(1997)-  38 03 18.44713(N)    089 22 45.66652(W)     ADJUSTED  
 DG4742* NAVD 88     -       128.1    (meters)     420.     (feet)  GPS OBS   
 DG4742  ___________________________________________________________________
 DG4742  X           -      54,472.003 (meters)                     COMP
 DG4742  Y           -  -5,028,442.594 (meters)                     COMP
 DG4742  Z           -   3,910,324.461 (meters)                     COMP
 DG4742  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DG4742  ELLIP HEIGHT-          98.58  (meters)          (02/03/05) GPS OBS
 DG4742  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG4742
 DG4742  HORZ ORDER  -  FIRST
 DG4742  ELLP ORDER  -  FOURTH    CLASS II
 DG4742
 DG4742.The horizontal coordinates were established by GPS observations
 DG4742.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4742
 DG4742.The orthometric height was determined by GPS observations and a
 DG4742.high-resolution geoid model.
 DG4742
 DG4742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4742
 DG4742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4742
 DG4742.The ellipsoidal height was determined by GPS observations
 DG4742.and is referenced to NAD 83.
 DG4742
 DG4742.The geoid height was determined by GEOID03.
 DG4742
 DG4742;                    North         East     Units Scale Factor Converg.
 DG4742;SPC IL W     -   154,380.755   769,096.469   MT  0.99999996   +0 29 07.2
 DG4742;SPC IL W     -   506,497.53  2,523,277.33   sFT  0.99999996   +0 29 07.2
 DG4742;UTM  16      - 4,214,604.003   291,241.190   MT  1.00013677   -1 28 01.9
 DG4742
 DG4742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4742!SPC IL W     -   0.99998453  x   0.99999996  =   0.99998449
 DG4742!UTM  16      -   0.99998453  x   1.00013677  =   1.00012130
 DG4742
 DG4742                          SUPERSEDED SURVEY CONTROL
 DG4742
 DG4742  ELLIP H (03/16/04)   98.59   (m)                       GP(       ) 3 2
 DG4742
 DG4742.Superseded values are not recommended for survey control.
 DG4742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4742.See file dsdata.txt to determine how the superseded data were derived.
 DG4742
 DG4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9124114604(NAD 83)
 DG4742_MARKER: DD = SURVEY DISK
 DG4742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4742_STAMPING: 073-9518
 DG4742_MARK LOGO: ILDT  
 DG4742_PROJECTION: FLUSH
 DG4742_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4742+STABILITY: SURFACE MOTION
 DG4742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4742+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4742
 DG4742  HISTORY     - Date     Condition        Report By
 DG4742  HISTORY     - 1994     MONUMENTED       ILDT
 DG4742  HISTORY     - 20040223 GOOD             ILDT
 DG4742
 DG4742                          STATION DESCRIPTION
 DG4742
 DG4742'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4742'.FROM INTERSECTION OF IL 127 AND IL 154 ON HT SOUTH SIDE OF THE SQUARE
 DG4742'IN PICKNEYVILLE, PROCEED SOUTH ON IL 127 TO ILDT MAINTENANCE YARD ON
 DG4742'LEFT OR EAST SIDE OF 127. MARK IS LOCATED IN SE CORNER OF YARD.
 DG4742'WITNESS POST IS IN FENCE LINE. MONUMENT IS A ALUMINUM DISK SET IN
 DG4742'CONCRETE AND STAMPED 073 9518
 DG4742' 
 DG4742'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4751 ***********************************************************************
 DG4751  DESIGNATION -  9521
 DG4751  PID         -  DG4751
 DG4751  STATE/COUNTY-  IL/WILLIAMSON
 DG4751  USGS QUAD   -  MARION (1996)
 DG4751
 DG4751                         *CURRENT SURVEY CONTROL
 DG4751  ___________________________________________________________________
 DG4751* NAD 83(1997)-  37 44 44.11556(N)    088 55 57.89628(W)     ADJUSTED  
 DG4751* NAVD 88     -       139.8    (meters)     459.     (feet)  GPS OBS   
 DG4751  ___________________________________________________________________
 DG4751  X           -      94,058.389 (meters)                     COMP
 DG4751  Y           -  -5,048,976.526 (meters)                     COMP
 DG4751  Z           -   3,883,221.125 (meters)                     COMP
 DG4751  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DG4751  ELLIP HEIGHT-         110.65  (meters)          (02/03/05) GPS OBS
 DG4751  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG4751
 DG4751  HORZ ORDER  -  FIRST
 DG4751  ELLP ORDER  -  FOURTH    CLASS II
 DG4751
 DG4751.The horizontal coordinates were established by GPS observations
 DG4751.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4751
 DG4751.The orthometric height was determined by GPS observations and a
 DG4751.high-resolution geoid model.
 DG4751
 DG4751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4751
 DG4751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4751
 DG4751.The ellipsoidal height was determined by GPS observations
 DG4751.and is referenced to NAD 83.
 DG4751
 DG4751.The geoid height was determined by GEOID03.
 DG4751
 DG4751;                    North         East     Units Scale Factor Converg.
 DG4751;SPC IL E     -   119,906.463   247,171.564   MT  1.00000936   -0 22 01.0
 DG4751;SPC IL E     -   393,393.12    810,928.71   sFT  1.00000936   -0 22 01.0
 DG4751;UTM  16      - 4,179,346.583   329,717.083   MT  0.99995716   -1 11 00.3
 DG4751
 DG4751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4751!SPC IL E     -   0.99998264  x   1.00000936  =   0.99999200
 DG4751!UTM  16      -   0.99998264  x   0.99995716  =   0.99993980
 DG4751
 DG4751|---------------------------------------------------------------------|
 DG4751| PID    Reference Object                     Distance      Geod. Az  |
 DG4751|                                                           dddmmss.s |
 DG4751| DG4752 9820                                298.900 METERS 33138     |
 DG4751|---------------------------------------------------------------------|
 DG4751
 DG4751                          SUPERSEDED SURVEY CONTROL
 DG4751
 DG4751  ELLIP H (03/16/04)  110.65   (m)                       GP(       ) 3 2
 DG4751
 DG4751.Superseded values are not recommended for survey control.
 DG4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4751.See file dsdata.txt to determine how the superseded data were derived.
 DG4751
 DG4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2971779347(NAD 83)
 DG4751_MARKER: DD = SURVEY DISK
 DG4751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4751_STAMPING: 100-9521
 DG4751_MARK LOGO: ILDT  
 DG4751_PROJECTION: FLUSH
 DG4751_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4751+STABILITY: SURFACE MOTION
 DG4751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4751+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4751
 DG4751  HISTORY     - Date     Condition        Report By
 DG4751  HISTORY     - 1994     MONUMENTED       ILDT
 DG4751  HISTORY     - 20040223 GOOD             ILDT
 DG4751
 DG4751                          STATION DESCRIPTION
 DG4751
 DG4751'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4751'FROM THE INTERSECTION OF IL 13 AND IL 37 IN THE CENTER OF MARION,
 DG4751'PROCEED 0.35 MILES NORTH ON IL 37 TO MARK ON LEFT. 9.73 M EAST OF CL
 DG4751'IL RT 37,6.49 M EAST OF PP AND 20.22 M SE OF STONE NORMAN. MONUMENT IS
 DG4751'A ALUMINUM DISK SET IN CONCRETE AND STAMPED 100 9521
 DG4751' 
 DG4751'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4740 ***********************************************************************
 DG4740  DESIGNATION -  9522
 DG4740  PID         -  DG4740
 DG4740  STATE/COUNTY-  IL/MASSAC
 DG4740  USGS QUAD   -  METROPOLIS (1996)
 DG4740
 DG4740                         *CURRENT SURVEY CONTROL
 DG4740  ___________________________________________________________________
 DG4740* NAD 83(1997)-  37 10 38.77527(N)    088 40 42.63569(W)     ADJUSTED  
 DG4740* NAVD 88     -       114.2    (meters)     375.     (feet)  GPS OBS   
 DG4740  ___________________________________________________________________
 DG4740  X           -     117,345.318 (meters)                     COMP
 DG4740  Y           -  -5,086,832.888 (meters)                     COMP
 DG4740  Z           -   3,833,153.228 (meters)                     COMP
 DG4740  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DG4740  ELLIP HEIGHT-          85.71  (meters)          (02/03/05) GPS OBS
 DG4740  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DG4740
 DG4740  HORZ ORDER  -  FIRST
 DG4740  ELLP ORDER  -  FOURTH    CLASS II
 DG4740
 DG4740.The horizontal coordinates were established by GPS observations
 DG4740.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4740
 DG4740.The orthometric height was determined by GPS observations and a
 DG4740.high-resolution geoid model.
 DG4740
 DG4740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4740
 DG4740.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4740
 DG4740.The ellipsoidal height was determined by GPS observations
 DG4740.and is referenced to NAD 83.
 DG4740
 DG4740.The geoid height was determined by GEOID03.
 DG4740
 DG4740;                    North         East     Units Scale Factor Converg.
 DG4740;SPC IL E     -    56,737.785   269,347.513   MT  0.99998657   -0 12 30.9
 DG4740;SPC IL E     -   186,147.22    883,684.30   sFT  0.99998657   -0 12 30.9
 DG4740;UTM  16      - 4,115,875.518   350,994.737   MT  0.99987351   -1 00 52.1
 DG4740
 DG4740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4740!SPC IL E     -   0.99998655  x   0.99998657  =   0.99997312
 DG4740!UTM  16      -   0.99998655  x   0.99987351  =   0.99986006
 DG4740
 DG4740:                Primary Azimuth Mark                     Grid Az
 DG4740:SPC IL E     -  9523                                     110 30 26.8
 DG4740:UTM  16      -  9523                                     111 18 48.0
 DG4740
 DG4740|---------------------------------------------------------------------|
 DG4740| PID    Reference Object                     Distance      Geod. Az  |
 DG4740|                                                           dddmmss.s |
 DG4740| DG4741 9523                                450.966 METERS 1101755.9 |
 DG4740|---------------------------------------------------------------------|
 DG4740
 DG4740                          SUPERSEDED SURVEY CONTROL
 DG4740
 DG4740  ELLIP H (03/16/04)   85.72   (m)                       GP(       ) 3 2
 DG4740
 DG4740.Superseded values are not recommended for survey control.
 DG4740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4740.See file dsdata.txt to determine how the superseded data were derived.
 DG4740
 DG4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5099515876(NAD 83)
 DG4740_MARKER: DD = SURVEY DISK
 DG4740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4740_STAMPING: 064-9522
 DG4740_MARK LOGO: ILDT  
 DG4740_PROJECTION: FLUSH
 DG4740_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4740+STABILITY: SURFACE MOTION
 DG4740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4740+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4740
 DG4740  HISTORY     - Date     Condition        Report By
 DG4740  HISTORY     - 1994     MONUMENTED       ILDT
 DG4740  HISTORY     - 20040223 GOOD             ILDT
 DG4740
 DG4740                          STATION DESCRIPTION
 DG4740
 DG4740'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4740'FROM THE INTERSECTION OF IL 45 AND IL 145 EAST OF METROPOLIS, PROCEED
 DG4740'1.05 MILES NORTH ON IL 145 TO WEST TO ENTRANCE TO ILDT MAINTENCE YARD
 DG4740'ON LEFT.. MARK LOCATED 37.95 FT NE OF NW  CORNER OF FENCE, 147.25 FT
 DG4740'NTH OF WEST BLDG CORNER AND 155.35 FT NW OF EAST BLDG CORNER. MONUMENT
 DG4740'IS A ALUMINUM DISK SET IN CONCRETE AND STAMPED 064 9522
 DG4740' 
 DG4740'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4741 ***********************************************************************
 DG4741  DESIGNATION -  9523
 DG4741  PID         -  DG4741
 DG4741  STATE/COUNTY-  IL/MASSAC
 DG4741  USGS QUAD   -  METROPOLIS (1996)
 DG4741
 DG4741                         *CURRENT SURVEY CONTROL
 DG4741  ___________________________________________________________________
 DG4741* NAD 83(1997)-  37 10 33.70007(N)    088 40 25.48986(W)     ADJUSTED  
 DG4741* NAVD 88     -       110.9    (meters)     364.     (feet)  GPS OBS   
 DG4741  ___________________________________________________________________
 DG4741  X           -     117,770.290 (meters)                     COMP
 DG4741  Y           -  -5,086,914.999 (meters)                     COMP
 DG4741  Z           -   3,833,026.564 (meters)                     COMP
 DG4741  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 DG4741  ELLIP HEIGHT-          82.40  (meters)          (02/03/05) GPS OBS
 DG4741  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DG4741
 DG4741  HORZ ORDER  -  FIRST
 DG4741  ELLP ORDER  -  FOURTH    CLASS II
 DG4741
 DG4741.The horizontal coordinates were established by GPS observations
 DG4741.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4741
 DG4741.The orthometric height was determined by GPS observations and a
 DG4741.high-resolution geoid model.
 DG4741
 DG4741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4741
 DG4741.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4741
 DG4741.The ellipsoidal height was determined by GPS observations
 DG4741.and is referenced to NAD 83.
 DG4741
 DG4741.The geoid height was determined by GEOID03.
 DG4741
 DG4741;                    North         East     Units Scale Factor Converg.
 DG4741;SPC IL E     -    56,579.800   269,769.894   MT  0.99998625   -0 12 20.5
 DG4741;SPC IL E     -   185,628.89    885,070.06   sFT  0.99998625   -0 12 20.5
 DG4741;UTM  16      - 4,115,711.627   351,414.807   MT  0.99987197   -1 00 41.7
 DG4741
 DG4741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4741!SPC IL E     -   0.99998707  x   0.99998625  =   0.99997332
 DG4741!UTM  16      -   0.99998707  x   0.99987197  =   0.99985904
 DG4741
 DG4741:                Primary Azimuth Mark                     Grid Az
 DG4741:SPC IL E     -  9522                                     290 30 26.8
 DG4741:UTM  16      -  9522                                     291 18 48.0
 DG4741
 DG4741|---------------------------------------------------------------------|
 DG4741| PID    Reference Object                     Distance      Geod. Az  |
 DG4741|                                                           dddmmss.s |
 DG4741| DG4740 9522                                450.966 METERS 2901806.3 |
 DG4741|---------------------------------------------------------------------|
 DG4741
 DG4741                          SUPERSEDED SURVEY CONTROL
 DG4741
 DG4741  ELLIP H (03/16/04)   82.42   (m)                       GP(       ) 3 2
 DG4741
 DG4741.Superseded values are not recommended for survey control.
 DG4741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4741.See file dsdata.txt to determine how the superseded data were derived.
 DG4741
 DG4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5141515712(NAD 83)
 DG4741_MARKER: DD = SURVEY DISK
 DG4741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4741_STAMPING: 064-9523
 DG4741_MARK LOGO: ILDT  
 DG4741_PROJECTION: FLUSH
 DG4741_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4741+STABILITY: SURFACE MOTION
 DG4741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4741+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4741
 DG4741  HISTORY     - Date     Condition        Report By
 DG4741  HISTORY     - 1994     MONUMENTED       ILDT
 DG4741  HISTORY     - 20040223 GOOD             ILDT
 DG4741
 DG4741                          STATION DESCRIPTION
 DG4741
 DG4741'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4741'FROM THE INTERSECTION OF IL 45 AND IL 145 EAST OF METROPOLIS, PROCEED
 DG4741'1.0 MILES NORTH ON IL 145 TO TOWNSHIP RD CR 700N. TURN RT OR EAST AND
 DG4741'PROCEED 0.15 MI TO MARK ON LEFT. MARK LOCATED 23 FT NE CENTERLINE
 DG4741'CR700N, 187.55 FT NW OF POWER POLE  AND 132.5 FT NW OF POWER POLE WITH
 DG4741'NAIL AND SHINER. MONUMENT IS A ALUMINUM DISK SET IN CONCRETE AND
 DG4741'STAMPED 064 9523
 DG4741' 
 DG4741'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4744 ***********************************************************************
 DG4744  DESIGNATION -  9524
 DG4744  PID         -  DG4744
 DG4744  STATE/COUNTY-  IL/POPE
 DG4744  USGS QUAD   -  GLENDALE (1962)
 DG4744
 DG4744                         *CURRENT SURVEY CONTROL
 DG4744  ___________________________________________________________________
 DG4744* NAD 83(1997)-  37 22 36.33305(N)    088 40 40.77657(W)     ADJUSTED  
 DG4744* NAVD 88     -       114.2    (meters)     375.     (feet)  GPS OBS   
 DG4744  ___________________________________________________________________
 DG4744  X           -     117,082.041 (meters)                     COMP
 DG4744  Y           -  -5,073,436.693 (meters)                     COMP
 DG4744  Z           -   3,850,755.454 (meters)                     COMP
 DG4744  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DG4744  ELLIP HEIGHT-          85.30  (meters)          (02/03/05) GPS OBS
 DG4744  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG4744
 DG4744  HORZ ORDER  -  FIRST
 DG4744  ELLP ORDER  -  FOURTH    CLASS II
 DG4744
 DG4744.The horizontal coordinates were established by GPS observations
 DG4744.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4744
 DG4744.The orthometric height was determined by GPS observations and a
 DG4744.high-resolution geoid model.
 DG4744
 DG4744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4744
 DG4744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4744
 DG4744.The ellipsoidal height was determined by GPS observations
 DG4744.and is referenced to NAD 83.
 DG4744
 DG4744.The geoid height was determined by GEOID03.
 DG4744
 DG4744;                    North         East     Units Scale Factor Converg.
 DG4744;SPC IL E     -    78,858.451   269,473.968   MT  0.99998647   -0 12 33.2
 DG4744;SPC IL E     -   258,721.43    884,099.18   sFT  0.99998647   -0 12 33.2
 DG4744;UTM  16      - 4,137,989.686   351,432.973   MT  0.99987189   -1 01 07.7
 DG4744
 DG4744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4744!SPC IL E     -   0.99998661  x   0.99998647  =   0.99997308
 DG4744!UTM  16      -   0.99998661  x   0.99987189  =   0.99985851
 DG4744
 DG4744                          SUPERSEDED SURVEY CONTROL
 DG4744
 DG4744  ELLIP H (03/16/04)   85.31   (m)                       GP(       ) 3 2
 DG4744
 DG4744.Superseded values are not recommended for survey control.
 DG4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4744.See file dsdata.txt to determine how the superseded data were derived.
 DG4744
 DG4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5143337990(NAD 83)
 DG4744_MARKER: DD = SURVEY DISK
 DG4744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4744_STAMPING: 076-9524
 DG4744_MARK LOGO: ILDT  
 DG4744_PROJECTION: FLUSH
 DG4744_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4744+STABILITY: SURFACE MOTION
 DG4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4744+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4744
 DG4744  HISTORY     - Date     Condition        Report By
 DG4744  HISTORY     - 1994     MONUMENTED       ILDT
 DG4744  HISTORY     - 20040223 GOOD             ILDT
 DG4744
 DG4744                          STATION DESCRIPTION
 DG4744
 DG4744'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4744'FROM THE TOP OF BRIDGE AT INTERSECTION OF IL 146 AND IL 145 EAST OF
 DG4744'VIENNA, PROCEED 0.5 MILES SOTH ON IL 145 TO ENTRANCE TO ILDT DIXON
 DG4744'SPRINGS MAINTENCE YARD ON LEFT.. MARK LOCATED 60 FT NE OF NW  CORNER
 DG4744'OF FENCE, 147.25 FT NORTH OF SOTH FENCE AND 38.4 FT WEST OF EAST FENCE
 DG4744'MONUMENT IS A ALUMINUM DISK SET IN CONCRETE AND STAMPED 076 9524
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4746 ***********************************************************************
 DG4746  DESIGNATION -  9525
 DG4746  PID         -  DG4746
 DG4746  STATE/COUNTY-  IL/SALINE
 DG4746  USGS QUAD   -  WALPOLE (1963)
 DG4746
 DG4746                         *CURRENT SURVEY CONTROL
 DG4746  ___________________________________________________________________
 DG4746* NAD 83(1997)-  37 54 15.34576(N)    088 37 25.50665(W)     ADJUSTED  
 DG4746* NAVD 88     -       142.7    (meters)     468.     (feet)  GPS OBS   
 DG4746  ___________________________________________________________________
 DG4746  X           -     121,026.742 (meters)                     COMP
 DG4746  Y           -  -5,037,600.130 (meters)                     COMP
 DG4746  Z           -   3,897,134.179 (meters)                     COMP
 DG4746  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DG4746  ELLIP HEIGHT-         112.97  (meters)          (02/03/05) GPS OBS
 DG4746  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DG4746
 DG4746  HORZ ORDER  -  FIRST
 DG4746  ELLP ORDER  -  FOURTH    CLASS II
 DG4746
 DG4746.The horizontal coordinates were established by GPS observations
 DG4746.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4746
 DG4746.The orthometric height was determined by GPS observations and a
 DG4746.high-resolution geoid model.
 DG4746
 DG4746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4746
 DG4746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4746
 DG4746.The ellipsoidal height was determined by GPS observations
 DG4746.and is referenced to NAD 83.
 DG4746
 DG4746.The geoid height was determined by GEOID03.
 DG4746
 DG4746;                    North         East     Units Scale Factor Converg.
 DG4746;SPC IL E     -   137,388.469   274,459.313   MT  0.99998303   -0 10 42.3
 DG4746;SPC IL E     -   450,748.67    900,455.26   sFT  0.99998303   -0 10 42.3
 DG4746;UTM  16      - 4,196,435.719   357,249.059   MT  0.99985099   -0 59 51.8
 DG4746
 DG4746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4746!SPC IL E     -   0.99998227  x   0.99998303  =   0.99996530
 DG4746!UTM  16      -   0.99998227  x   0.99985099  =   0.99983327
 DG4746
 DG4746                          SUPERSEDED SURVEY CONTROL
 DG4746
 DG4746  ELLIP H (03/16/04)  112.97   (m)                       GP(       ) 3 2
 DG4746
 DG4746.Superseded values are not recommended for survey control.
 DG4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4746.See file dsdata.txt to determine how the superseded data were derived.
 DG4746
 DG4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5724996436(NAD 83)
 DG4746_MARKER: DD = SURVEY DISK
 DG4746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4746_STAMPING: 083-9525
 DG4746_MARK LOGO: ILDT  
 DG4746_PROJECTION: FLUSH
 DG4746_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4746+STABILITY: SURFACE MOTION
 DG4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4746+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4746
 DG4746  HISTORY     - Date     Condition        Report By
 DG4746  HISTORY     - 1994     MONUMENTED       ILDT
 DG4746  HISTORY     - 20040223 GOOD             ILDT
 DG4746
 DG4746                          STATION DESCRIPTION
 DG4746
 DG4746'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4746'083 9525 NORTH OF GALATIA ILLINOIS.
 DG4746' 
 DG4746'COMMENCING AT THE INTERSECTION OF IL. HIGHWAY 34 AND GALATIA ROAD OR
 DG4746'MCKINLEY STREET ON THE EAST SIDE OF GALATIA, PROCEED NORTH ON GALATIA
 DG4746'ROAD FOR 3.5 MILES UNTIL THE ROAD TURNS WEST AND PROCEED WEST ONE MILE
 DG4746'TO TATES CHANEL ROAD OR COUNTY ROAD 27, TURN RIGHT OR NORTH FOR .80
 DG4746'MILES TO THE MARK ON THE LEFT. IT IS25.4' WEST OF CENTERLINE OF COUNTY
 DG4746'ROAD 27, IT IS ALSO 25.4' SOUTHEAST OF NAIL AND BOTTLE CAP IN POWER
 DG4746'POLE AND 1.8' EAST OF A METAL WITNESS POST WITH THE SIGN.
 DG4746' 
 DG4746'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4747 ***********************************************************************
 DG4747  DESIGNATION -  9526
 DG4747  PID         -  DG4747
 DG4747  STATE/COUNTY-  IL/SALINE
 DG4747  USGS QUAD   -  WALPOLE (1963)
 DG4747
 DG4747                         *CURRENT SURVEY CONTROL
 DG4747  ___________________________________________________________________
 DG4747* NAD 83(1997)-  37 53 52.93745(N)    088 37 25.05128(W)     ADJUSTED  
 DG4747* NAVD 88     -       135.3    (meters)     444.     (feet)  GPS OBS   
 DG4747  ___________________________________________________________________
 DG4747  X           -     121,047.918 (meters)                     COMP
 DG4747  Y           -  -5,038,018.308 (meters)                     COMP
 DG4747  Z           -   3,896,584.451 (meters)                     COMP
 DG4747  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DG4747  ELLIP HEIGHT-         105.55  (meters)          (02/03/05) GPS OBS
 DG4747  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 DG4747
 DG4747  HORZ ORDER  -  FIRST
 DG4747  ELLP ORDER  -  FOURTH    CLASS II
 DG4747
 DG4747.The horizontal coordinates were established by GPS observations
 DG4747.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4747
 DG4747.The orthometric height was determined by GPS observations and a
 DG4747.high-resolution geoid model.
 DG4747
 DG4747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4747
 DG4747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4747
 DG4747.The ellipsoidal height was determined by GPS observations
 DG4747.and is referenced to NAD 83.
 DG4747
 DG4747.The geoid height was determined by GEOID03.
 DG4747
 DG4747;                    North         East     Units Scale Factor Converg.
 DG4747;SPC IL E     -   136,697.561   274,468.287   MT  0.99998303   -0 10 41.9
 DG4747;SPC IL E     -   448,481.91    900,484.70   sFT  0.99998303   -0 10 41.9
 DG4747;UTM  16      - 4,195,744.843   357,248.154   MT  0.99985099   -0 59 51.0
 DG4747
 DG4747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4747!SPC IL E     -   0.99998344  x   0.99998303  =   0.99996647
 DG4747!UTM  16      -   0.99998344  x   0.99985099  =   0.99983443
 DG4747
 DG4747                          SUPERSEDED SURVEY CONTROL
 DG4747
 DG4747  ELLIP H (03/16/04)  105.55   (m)                       GP(       ) 3 2
 DG4747
 DG4747.Superseded values are not recommended for survey control.
 DG4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4747.See file dsdata.txt to determine how the superseded data were derived.
 DG4747
 DG4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5724895745(NAD 83)
 DG4747_MARKER: DD = SURVEY DISK
 DG4747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4747_STAMPING: 083-9526
 DG4747_MARK LOGO: ILDT  
 DG4747_PROJECTION: FLUSH
 DG4747_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4747+STABILITY: SURFACE MOTION
 DG4747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4747+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4747
 DG4747  HISTORY     - Date     Condition        Report By
 DG4747  HISTORY     - 1994     MONUMENTED       ILDT
 DG4747  HISTORY     - 20040223 GOOD             ILDT
 DG4747
 DG4747                          STATION DESCRIPTION
 DG4747
 DG4747'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4747'083 9526 NORTH OF GALATIA ILLINOIS.
 DG4747' 
 DG4747'COMMENCING AT THE INTERSECTION OF IL. HIGHWAY 34 AND GALATIA ROAD OR
 DG4747'MCKINLEY STREET ON THE EAST SIDE OF GALATIA, PROCEED NORTH ON GALATIA
 DG4747'ROAD FOR 3.5 MILES UNTIL THE ROAD TURNS WEST AND PROCEED WEST ONE MILE
 DG4747'TO TATES CHANEL ROAD OR COUNTY ROAD 27, TURN RIGHT OR NORTH FOR .35
 DG4747'MILES TO THE MARK ON THE RIGHT. IT IS 0.6 MILES SOUTH OF CORNERVILLE
 DG4747' 
 DG4747'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1863 ***********************************************************************
 LB1863  DESIGNATION -  96.737
 LB1863  PID         -  LB1863
 LB1863  STATE/COUNTY-  IL/VERMILION
 LB1863  USGS QUAD   -  DANVILLE NE (1978)
 LB1863
 LB1863                         *CURRENT SURVEY CONTROL
 LB1863  ___________________________________________________________________
 LB1863* NAD 83(1986)-  40 12 23.     (N)    087 33 02.     (W)     SCALED    
 LB1863* NAVD 88     -       203.921  (meters)     669.03   (feet)  ADJUSTED  
 LB1863  ___________________________________________________________________
 LB1863  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LB1863  DYNAMIC HT  -         203.820 (meters)     668.70  (feet)  COMP
 LB1863  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 LB1863
 LB1863  VERT ORDER  -  FIRST     CLASS II
 LB1863
 LB1863.The horizontal coordinates were scaled from a topographic map and have
 LB1863.an estimated accuracy of +/- 6 seconds.
 LB1863
 LB1863.The orthometric height was determined by differential leveling
 LB1863.and adjusted by the National Geodetic Survey in June 1991..
 LB1863
 LB1863.The geoid height was determined by GEOID03.
 LB1863
 LB1863.The dynamic height is computed by dividing the NAVD 88
 LB1863.geopotential number by the normal gravity value computed on the
 LB1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1863.degrees latitude (g = 980.6199 gals.).
 LB1863
 LB1863.The modeled gravity was interpolated from observed gravity values.
 LB1863
 LB1863;                    North         East    Units  Estimated Accuracy
 LB1863;SPC IL E     -   393,210.      366,640.      MT  (+/- 180 meters Scaled)
 LB1863
 LB1863                          SUPERSEDED SURVEY CONTROL
 LB1863
 LB1863  NGVD 29 (??/??/92)  203.960  (m)          669.16   (f) ADJ UNCH    1 2
 LB1863
 LB1863.Superseded values are not recommended for survey control.
 LB1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1863.See file dsdata.txt to determine how the superseded data were derived.
 LB1863
 LB1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK531508(NAD 83)
 LB1863_MARKER: X = CHISELED CROSS
 LB1863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1863_SP_SET: CULVERT
 LB1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1863
 LB1863  HISTORY     - Date     Condition        Report By
 LB1863  HISTORY     - UNK      MONUMENTED       NYCRR
 LB1863  HISTORY     - 1935     MARK NOT FOUND   NGS
 LB1863
 LB1863                          STATION DESCRIPTION
 LB1863
 LB1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1863'7.2 MI NE FROM DANVILLE.
 LB1863'7.2 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1863'STATION AT DANVILLE, VERMILION COUNTY, 54 FEET NORTHEAST OF A
 LB1863'DIRT-ROAD CROSSING, 24 FEET NORTHEAST OF STATION STAKE 5390, AT
 LB1863'CULVERT 121.46, ON THE TOP OF THE NORTHWEST CORNER OF THE WEST
 LB1863'HEADWALL, 29 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 LB1863'3.5 FEET LOWER THAN THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4750 ***********************************************************************
 DG4750  DESIGNATION -  9713
 DG4750  PID         -  DG4750
 DG4750  STATE/COUNTY-  IL/UNION
 DG4750  USGS QUAD   -  ANNA (1978)
 DG4750
 DG4750                         *CURRENT SURVEY CONTROL
 DG4750  ___________________________________________________________________
 DG4750* NAD 83(1997)-  37 22 54.21989(N)    089 09 39.53010(W)     ADJUSTED  
 DG4750* NAVD 88     -       155.0    (meters)     509.     (feet)  GPS OBS   
 DG4750  ___________________________________________________________________
 DG4750  X           -      74,306.340 (meters)                     COMP
 DG4750  Y           -  -5,073,941.396 (meters)                     COMP
 DG4750  Z           -   3,851,218.669 (meters)                     COMP
 DG4750  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DG4750  ELLIP HEIGHT-         126.51  (meters)          (02/03/05) GPS OBS
 DG4750  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DG4750
 DG4750  HORZ ORDER  -  FIRST
 DG4750  ELLP ORDER  -  FOURTH    CLASS II
 DG4750
 DG4750.The horizontal coordinates were established by GPS observations
 DG4750.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4750
 DG4750.The orthometric height was determined by GPS observations and a
 DG4750.high-resolution geoid model.
 DG4750
 DG4750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4750
 DG4750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4750
 DG4750.The ellipsoidal height was determined by GPS observations
 DG4750.and is referenced to NAD 83.
 DG4750
 DG4750.The geoid height was determined by GEOID03.
 DG4750
 DG4750;                    North         East     Units Scale Factor Converg.
 DG4750;SPC IL W     -    79,826.038   789,064.286   MT  1.00003885   +0 36 38.2
 DG4750;SPC IL W     -   261,895.93  2,588,788.41   sFT  1.00003885   +0 36 38.2
 DG4750;UTM  16      - 4,139,411.112   308,677.869   MT  1.00005091   -1 18 44.6
 DG4750
 DG4750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4750!SPC IL W     -   0.99998015  x   1.00003885  =   1.00001900
 DG4750!UTM  16      -   0.99998015  x   1.00005091  =   1.00003106
 DG4750
 DG4750                          SUPERSEDED SURVEY CONTROL
 DG4750
 DG4750  ELLIP H (03/16/04)  126.52   (m)                       GP(       ) 3 2
 DG4750
 DG4750.Superseded values are not recommended for survey control.
 DG4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4750.See file dsdata.txt to determine how the superseded data were derived.
 DG4750
 DG4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0867839411(NAD 83)
 DG4750_MARKER: DD = SURVEY DISK
 DG4750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4750_STAMPING: 091-9713
 DG4750_MARK LOGO: ILDT  
 DG4750_PROJECTION: FLUSH
 DG4750_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4750+STABILITY: SURFACE MOTION
 DG4750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4750+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4750
 DG4750  HISTORY     - Date     Condition        Report By
 DG4750  HISTORY     - 1994     MONUMENTED       ILDT
 DG4750  HISTORY     - 20040223 GOOD             ILDT
 DG4750
 DG4750                          STATION DESCRIPTION
 DG4750
 DG4750'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4750'COMMENCING FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND ILLINOIS 146
 DG4750'EAST OF ANNA. PROCEED SOUTH ON HIGHWAY 51 FOR 6.8 MILES TO A ROAD
 DG4750'RIGHT, DONGOLA ROAD OR OLD HIGHWAY 51, TURN RIGHT  AND GO 0.10 MILETO
 DG4750'THE ENTRANCE TO ILLINOIS DEPARTMENT OF TRANSPORTATION MAINTENANCE YARD
 DG4750'ON THE LEFT AND THE MARK WITHIN. IT IS 22.51' NORTHEAST OF NORTH
 DG4750'CORNER POST AT ENTRANCE, IT IS 26.21' NORTHWEST OF NORTHERN GATEPOST
 DG4750'AND 30.31' SOUTH OF  A GAS VALVE REGULATOR.
 DG4750' 
 DG4750'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4736 ***********************************************************************
 DG4736  DESIGNATION -  9809
 DG4736  PID         -  DG4736
 DG4736  STATE/COUNTY-  IL/HARDIN
 DG4736  USGS QUAD   -  ROSICLARE (1996)
 DG4736
 DG4736                         *CURRENT SURVEY CONTROL
 DG4736  ___________________________________________________________________
 DG4736* NAD 83(1997)-  37 26 37.93125(N)    088 19 22.91711(W)     ADJUSTED  
 DG4736* NAVD 88     -       117.2    (meters)     385.     (feet)  GPS OBS   
 DG4736  ___________________________________________________________________
 DG4736  X           -     148,378.375 (meters)                     COMP
 DG4736  Y           -  -5,068,092.915 (meters)                     COMP
 DG4736  Z           -   3,856,673.309 (meters)                     COMP
 DG4736  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DG4736  ELLIP HEIGHT-          87.86  (meters)          (02/03/05) GPS OBS
 DG4736  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DG4736
 DG4736  HORZ ORDER  -  FIRST
 DG4736  ELLP ORDER  -  FOURTH    CLASS II
 DG4736
 DG4736.The horizontal coordinates were established by GPS observations
 DG4736.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4736
 DG4736.The orthometric height was determined by GPS observations and a
 DG4736.high-resolution geoid model.
 DG4736
 DG4736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4736
 DG4736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4736
 DG4736.The ellipsoidal height was determined by GPS observations
 DG4736.and is referenced to NAD 83.
 DG4736
 DG4736.The geoid height was determined by GEOID03.
 DG4736
 DG4736;                    North         East     Units Scale Factor Converg.
 DG4736;SPC IL E     -    86,250.873   300,911.512   MT  0.99997501   +0 00 22.5
 DG4736;SPC IL E     -   282,974.74    987,240.52   sFT  0.99997501   +0 00 22.5
 DG4736;UTM  16      - 4,144,935.742   382,966.838   MT  0.99976871   -0 48 16.1
 DG4736
 DG4736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4736!SPC IL E     -   0.99998621  x   0.99997501  =   0.99996122
 DG4736!UTM  16      -   0.99998621  x   0.99976871  =   0.99975493
 DG4736
 DG4736                          SUPERSEDED SURVEY CONTROL
 DG4736
 DG4736  ELLIP H (03/16/04)   87.86   (m)                       GP(       ) 3 2
 DG4736
 DG4736.Superseded values are not recommended for survey control.
 DG4736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4736.See file dsdata.txt to determine how the superseded data were derived.
 DG4736
 DG4736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8296744936(NAD 83)
 DG4736_MARKER: DD = SURVEY DISK
 DG4736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4736_STAMPING: 035-9809
 DG4736_MARK LOGO: ILDT  
 DG4736_PROJECTION: FLUSH
 DG4736_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4736+STABILITY: SURFACE MOTION
 DG4736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4736+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4736
 DG4736  HISTORY     - Date     Condition        Report By
 DG4736  HISTORY     - 1994     MONUMENTED       ILDT
 DG4736  HISTORY     - 20040223 GOOD             ILDT
 DG4736
 DG4736                          STATION DESCRIPTION
 DG4736
 DG4736'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4736'COMMENCING AT THE INTERSECTION OF IL. HIGHWAY 146 AND IL. HIGHWAY 34
 DG4736'IN HARDIN COUNTY, PROCEED EAST ON HIGHWAY 146 FOR 1.4 MILES TO THE
 DG4736'TOWNSHIP ROAD ON THE RIGHT, TURN RIGHT AND GO .01 MILE TO THE ILLINOIS
 DG4736'DEPARTMENT OF TRANSPORTATION YARD ON THE LEFT WHERE THE MONUMENT IS
 DG4736'LOCATED. IT IS 4.3' SOUTH OF THE NORTH NORTH FENCE AT YARD, IT IS
 DG4736'28.5' SOUTHWEST OF THE NORTHEAST CORNER FENCE POST AT THE YARD AND IT
 DG4736'IS 47.7NORTHWEST OF THE NORTHWEST CONCRETE CORNER OF A OLD TIRE DUMP
 DG4736'BIN.
 DG4736' 
 DG4736'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4738 ***********************************************************************
 DG4738  DESIGNATION -  9816
 DG4738  PID         -  DG4738
 DG4738  STATE/COUNTY-  IL/JACKSON
 DG4738  USGS QUAD   -  MURPHYSBORO (1978)
 DG4738
 DG4738                         *CURRENT SURVEY CONTROL
 DG4738  ___________________________________________________________________
 DG4738* NAD 83(1997)-  37 48 40.31261(N)    089 19 20.91559(W)     ADJUSTED  
 DG4738* NAVD 88     -       122.7    (meters)     403.     (feet)  GPS OBS   
 DG4738  ___________________________________________________________________
 DG4738  X           -      59,660.277 (meters)                     COMP
 DG4738  Y           -  -5,045,024.999 (meters)                     COMP
 DG4738  Z           -   3,888,966.464 (meters)                     COMP
 DG4738  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DG4738  ELLIP HEIGHT-          93.46  (meters)          (02/03/05) GPS OBS
 DG4738  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG4738
 DG4738  HORZ ORDER  -  FIRST
 DG4738  ELLP ORDER  -  FOURTH    CLASS II
 DG4738
 DG4738.The horizontal coordinates were established by GPS observations
 DG4738.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4738
 DG4738.The orthometric height was determined by GPS observations and a
 DG4738.high-resolution geoid model.
 DG4738
 DG4738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4738
 DG4738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4738
 DG4738.The ellipsoidal height was determined by GPS observations
 DG4738.and is referenced to NAD 83.
 DG4738
 DG4738.The geoid height was determined by GEOID03.
 DG4738
 DG4738;                    North         East     Units Scale Factor Converg.
 DG4738;SPC IL W     -   127,350.786   774,333.290   MT  1.00000921   +0 31 03.2
 DG4738;SPC IL W     -   417,816.70  2,540,458.47   sFT  1.00000921   +0 31 03.2
 DG4738;UTM  16      - 4,187,408.406   295,557.065   MT  1.00011483   -1 25 27.5
 DG4738
 DG4738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4738!SPC IL W     -   0.99998533  x   1.00000921  =   0.99999454
 DG4738!UTM  16      -   0.99998533  x   1.00011483  =   1.00010016
 DG4738
 DG4738|---------------------------------------------------------------------|
 DG4738| PID    Reference Object                     Distance      Geod. Az  |
 DG4738|                                                           dddmmss.s |
 DG4738| DG4737 9517                                264.024 METERS 26842     |
 DG4738|---------------------------------------------------------------------|
 DG4738
 DG4738                          SUPERSEDED SURVEY CONTROL
 DG4738
 DG4738  ELLIP H (03/16/04)   93.46   (m)                       GP(       ) 3 2
 DG4738
 DG4738.Superseded values are not recommended for survey control.
 DG4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4738.See file dsdata.txt to determine how the superseded data were derived.
 DG4738
 DG4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9555787408(NAD 83)
 DG4738_MARKER: DD = SURVEY DISK
 DG4738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4738_STAMPING: 039-9816
 DG4738_MARK LOGO: ILDT  
 DG4738_PROJECTION: FLUSH
 DG4738_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4738+STABILITY: SURFACE MOTION
 DG4738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4738+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4738
 DG4738  HISTORY     - Date     Condition        Report By
 DG4738  HISTORY     - 1994     MONUMENTED       ILDT
 DG4738  HISTORY     - 20040223 GOOD             ILDT
 DG4738
 DG4738                          STATION DESCRIPTION
 DG4738
 DG4738'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4738'COMMENCING AT THE INTERSECTION NORTH SECOND ST AND RT 13 IN
 DG4738'MURPHYSBORO, PROCEED 3.21  MILES NORTH ON RT 13 TO THE TO THE MARK ON
 DG4738'RIGHT. MONUMENT IS A ALUMINUM DISK SET IN CONCRETE AND STAMPED 039
 DG4738'9816MARK IS LOCATED 49.65 M FROM THE SE CORNER OF KINGDOM HALL, 8.65 M
 DG4738'FROM SHOULDER OF IL RT 13.
 DG4738' 
 DG4738'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4743 ***********************************************************************
 DG4743  DESIGNATION -  9819
 DG4743  PID         -  DG4743
 DG4743  STATE/COUNTY-  IL/PERRY
 DG4743  USGS QUAD   -  PINCKNEYVILLE (1982)
 DG4743
 DG4743                         *CURRENT SURVEY CONTROL
 DG4743  ___________________________________________________________________
 DG4743* NAD 83(1997)-  38 03 23.56461(N)    089 23 06.86685(W)     ADJUSTED  
 DG4743* NAVD 88     -       130.2    (meters)     427.     (feet)  GPS OBS   
 DG4743  ___________________________________________________________________
 DG4743  X           -      53,954.142 (meters)                     COMP
 DG4743  Y           -  -5,028,352.497 (meters)                     COMP
 DG4743  Z           -   3,910,449.950 (meters)                     COMP
 DG4743  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DG4743  ELLIP HEIGHT-         100.60  (meters)          (02/03/05) GPS OBS
 DG4743  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 DG4743
 DG4743  HORZ ORDER  -  FIRST
 DG4743  ELLP ORDER  -  FOURTH    CLASS II
 DG4743
 DG4743.The horizontal coordinates were established by GPS observations
 DG4743.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4743
 DG4743.The orthometric height was determined by GPS observations and a
 DG4743.high-resolution geoid model.
 DG4743
 DG4743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4743
 DG4743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4743
 DG4743.The ellipsoidal height was determined by GPS observations
 DG4743.and is referenced to NAD 83.
 DG4743
 DG4743.The geoid height was determined by GEOID03.
 DG4743
 DG4743;                    North         East     Units Scale Factor Converg.
 DG4743;SPC IL W     -   154,534.173   768,578.305   MT  0.99999908   +0 28 54.2
 DG4743;SPC IL W     -   507,000.87  2,521,577.32   sFT  0.99999908   +0 28 54.2
 DG4743;UTM  16      - 4,214,775.011   290,728.483   MT  1.00013941   -1 28 15.2
 DG4743
 DG4743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4743!SPC IL W     -   0.99998421  x   0.99999908  =   0.99998329
 DG4743!UTM  16      -   0.99998421  x   1.00013941  =   1.00012362
 DG4743
 DG4743                          SUPERSEDED SURVEY CONTROL
 DG4743
 DG4743  ELLIP H (03/16/04)  100.61   (m)                       GP(       ) 3 2
 DG4743
 DG4743.Superseded values are not recommended for survey control.
 DG4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4743.See file dsdata.txt to determine how the superseded data were derived.
 DG4743
 DG4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9072814775(NAD 83)
 DG4743_MARKER: DD = SURVEY DISK
 DG4743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4743_STAMPING: 073-9819
 DG4743_MARK LOGO: ILDT  
 DG4743_PROJECTION: FLUSH
 DG4743_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4743+STABILITY: SURFACE MOTION
 DG4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4743+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4743
 DG4743  HISTORY     - Date     Condition        Report By
 DG4743  HISTORY     - 1994     MONUMENTED       ILDT
 DG4743  HISTORY     - 20040223 GOOD             ILDT
 DG4743
 DG4743                          STATION DESCRIPTION
 DG4743
 DG4743'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4743'.FROM INTERSECTION OF IL 127 AND IL 154 ON HT SOUTH SIDE OF THE SQUARE
 DG4743'IN PICKNEYVILLE, PROCEED SOUTH ON IL 127 TO TOWNSHIP ROAD PROCEED WEST
 DG4743'ON CR700N ROAD TO CR1125E TO  MONUMNENT ON RIGHT. MONUMENT IS A
 DG4743'ALUMINUM DISK SET IN CONCRETE AND STAMPED 073 9518
 DG4743' 
 DG4743'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4752 ***********************************************************************
 DG4752  DESIGNATION -  9820
 DG4752  PID         -  DG4752
 DG4752  STATE/COUNTY-  IL/WILLIAMSON
 DG4752  USGS QUAD   -  MARION (1996)
 DG4752
 DG4752                         *CURRENT SURVEY CONTROL
 DG4752  ___________________________________________________________________
 DG4752* NAD 83(1997)-  37 44 52.64668(N)    088 56 03.69600(W)     ADJUSTED  
 DG4752* NAVD 88     -       142.3    (meters)     467.     (feet)  GPS OBS   
 DG4752  ___________________________________________________________________
 DG4752  X           -      93,913.465 (meters)                     COMP
 DG4752  Y           -  -5,048,820.179 (meters)                     COMP
 DG4752  Z           -   3,883,430.656 (meters)                     COMP
 DG4752  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DG4752  ELLIP HEIGHT-         113.18  (meters)          (02/03/05) GPS OBS
 DG4752  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG4752
 DG4752  HORZ ORDER  -  FIRST
 DG4752  ELLP ORDER  -  FOURTH    CLASS II
 DG4752
 DG4752.The horizontal coordinates were established by GPS observations
 DG4752.and adjusted by the IL DEPT OF TRANSP in March 2004..
 DG4752
 DG4752.The orthometric height was determined by GPS observations and a
 DG4752.high-resolution geoid model.
 DG4752
 DG4752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4752
 DG4752.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4752
 DG4752.The ellipsoidal height was determined by GPS observations
 DG4752.and is referenced to NAD 83.
 DG4752
 DG4752.The geoid height was determined by GEOID03.
 DG4752
 DG4752;                    North         East     Units Scale Factor Converg.
 DG4752;SPC IL E     -   120,170.394   247,031.266   MT  1.00000954   -0 22 04.6
 DG4752;SPC IL E     -   394,259.03    810,468.41   sFT  1.00000954   -0 22 04.6
 DG4752;UTM  16      - 4,179,612.473   329,580.568   MT  0.99995773   -1 11 04.1
 DG4752
 DG4752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4752!SPC IL E     -   0.99998224  x   1.00000954  =   0.99999178
 DG4752!UTM  16      -   0.99998224  x   0.99995773  =   0.99993997
 DG4752
 DG4752|---------------------------------------------------------------------|
 DG4752| PID    Reference Object                     Distance      Geod. Az  |
 DG4752|                                                           dddmmss.s |
 DG4752| DG4751 9521                                298.900 METERS 15138     |
 DG4752|---------------------------------------------------------------------|
 DG4752
 DG4752                          SUPERSEDED SURVEY CONTROL
 DG4752
 DG4752  ELLIP H (03/16/04)  113.18   (m)                       GP(       ) 3 2
 DG4752
 DG4752.Superseded values are not recommended for survey control.
 DG4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4752.See file dsdata.txt to determine how the superseded data were derived.
 DG4752
 DG4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2958179612(NAD 83)
 DG4752_MARKER: DD = SURVEY DISK
 DG4752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4752_STAMPING: 100-9820
 DG4752_MARK LOGO: ILDT  
 DG4752_PROJECTION: FLUSH
 DG4752_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4752+STABILITY: SURFACE MOTION
 DG4752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4752+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 DG4752
 DG4752  HISTORY     - Date     Condition        Report By
 DG4752  HISTORY     - 1994     MONUMENTED       ILDT
 DG4752  HISTORY     - 20040223 GOOD             ILDT
 DG4752
 DG4752                          STATION DESCRIPTION
 DG4752
 DG4752'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DB)
 DG4752'FROM THE INTERSECTION OF IL 13 AND IL 37 IN THE CENTER OF MARION,
 DG4752'PROCEED 0.5 MILES NORTH ON IL 37 TO ROBINSOR RD. THENCE 0.075 MILES
 DG4752'WEST TO ENTRANCE TO ILDT MAINTENCE YARD. MARK LOCATED IN NE CORNER OF
 DG4752'FENCE. MONUMENT IS A ALUMINUM DISK SET IN CONCRETE AND STAMPED 100
 DG4752'9820
 DG4752' 
 DG4752'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0118 ***********************************************************************
 LC0118  DESIGNATION -  A 1
 LC0118  PID         -  LC0118
 LC0118  STATE/COUNTY-  IL/CHAMPAIGN
 LC0118  USGS QUAD   -  MAHOMET (1975)
 LC0118
 LC0118                         *CURRENT SURVEY CONTROL
 LC0118  ___________________________________________________________________
 LC0118* NAD 83(1986)-  40 12 01.     (N)    088 26 54.     (W)     SCALED    
 LC0118* NAVD 88     -       219.686  (meters)     720.75   (feet)  ADJUSTED  
 LC0118  ___________________________________________________________________
 LC0118  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0118  DYNAMIC HT  -         219.577 (meters)     720.40  (feet)  COMP
 LC0118  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 LC0118
 LC0118  VERT ORDER  -  FIRST     CLASS II
 LC0118
 LC0118.The horizontal coordinates were scaled from a topographic map and have
 LC0118.an estimated accuracy of +/- 6 seconds.
 LC0118
 LC0118.The orthometric height was determined by differential leveling
 LC0118.and adjusted by the National Geodetic Survey in June 1991..
 LC0118.WARNING-Repeat measurements at this control monument indicate possible
 LC0118.vertical movement.
 LC0118
 LC0118.The geoid height was determined by GEOID03.
 LC0118
 LC0118.The dynamic height is computed by dividing the NAVD 88
 LC0118.geopotential number by the normal gravity value computed on the
 LC0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0118.degrees latitude (g = 980.6199 gals.).
 LC0118
 LC0118.The modeled gravity was interpolated from observed gravity values.
 LC0118
 LC0118;                    North         East    Units  Estimated Accuracy
 LC0118;SPC IL E     -   392,240.      290,210.      MT  (+/- 180 meters Scaled)
 LC0118
 LC0118                          SUPERSEDED SURVEY CONTROL
 LC0118
 LC0118  NGVD 29 (??/??/92)  219.741  (m)          720.93   (f) ADJ UNCH    1 2
 LC0118
 LC0118.Superseded values are not recommended for survey control.
 LC0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0118.See file dsdata.txt to determine how the superseded data were derived.
 LC0118
 LC0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK767509(NAD 83)
 LC0118_MARKER: DB = BENCH MARK DISK
 LC0118_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LC0118_SP_SET: ABUTMENT
 LC0118_STAMPING: A 1 1905 721.107
 LC0118_MARK LOGO: USGS  
 LC0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0118
 LC0118  HISTORY     - Date     Condition        Report By
 LC0118  HISTORY     - 1905     MONUMENTED       USGS
 LC0118  HISTORY     - 1954     GOOD             NGS
 LC0118  HISTORY     - 1973     GOOD             NGS
 LC0118  HISTORY     - 1986     GOOD             NGS
 LC0118
 LC0118                          STATION DESCRIPTION
 LC0118
 LC0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0118'2.2 MI W FROM MAHOMET.
 LC0118'ABOUT 2.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC0118'STATION AT MAHOMET, ABOUT 0.4 MILE WEST-NORTHWEST OF MILE POST
 LC0118'130, IN THE TOP OF THE SOUTH END OF THE WEST STONE ABUTMENT OF
 LC0118'RAILROAD BRIDGE NO. 299, 10 3/4 FEET SOUTH OF SOUTH RAIL AND ABOUT
 LC0118'3 FEET BELOW LEVEL OF TRACK.
 LC0118
 LC0118                          STATION RECOVERY (1973)
 LC0118
 LC0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0118'RECOVERED IN GOOD CONDITION.
 LC0118
 LC0118                          STATION RECOVERY (1986)
 LC0118
 LC0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0118'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  16.4 KM
 LC0118'(10.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH
 LC0118'STATE HIGHWAY 54 IN FARMER CITY, OR 16.7 KM (10.35 MI) NORTHWESTERLY
 LC0118'ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH COUNTY ROAD 519 IN
 LC0118'CHAMPAIGN, IN THE SOUTH END OF THE WEST STONE ABUTMENT OF A CONRAIL
 LC0118'RAILROAD BRIDGE, 29.2 M (95.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LC0118'HIGHWAY, 3.3 M (10.8 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.6 M (2.0
 LC0118'FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 LC0118'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1218 ***********************************************************************
 JB1218  DESIGNATION -  A 100
 JB1218  PID         -  JB1218
 JB1218  STATE/COUNTY-  IL/ST CLAIR
 JB1218  USGS QUAD   -  FREEBURG (1990)
 JB1218
 JB1218                         *CURRENT SURVEY CONTROL
 JB1218  ___________________________________________________________________
 JB1218* NAD 83(1986)-  38 25 27.     (N)    089 54 52.     (W)     SCALED    
 JB1218* NAVD 88     -       156.638  (meters)     513.90   (feet)  ADJUSTED  
 JB1218  ___________________________________________________________________
 JB1218  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JB1218  DYNAMIC HT  -         156.537 (meters)     513.57  (feet)  COMP
 JB1218  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 JB1218
 JB1218  VERT ORDER  -  SECOND    CLASS 0
 JB1218
 JB1218.The horizontal coordinates were scaled from a topographic map and have
 JB1218.an estimated accuracy of +/- 6 seconds.
 JB1218
 JB1218.The orthometric height was determined by differential leveling
 JB1218.and adjusted by the National Geodetic Survey in June 1991..
 JB1218
 JB1218.The geoid height was determined by GEOID03.
 JB1218
 JB1218.The dynamic height is computed by dividing the NAVD 88
 JB1218.geopotential number by the normal gravity value computed on the
 JB1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1218.degrees latitude (g = 980.6199 gals.).
 JB1218
 JB1218.The modeled gravity was interpolated from observed gravity values.
 JB1218
 JB1218;                    North         East    Units  Estimated Accuracy
 JB1218;SPC IL W     -   195,080.      722,020.      MT  (+/- 180 meters Scaled)
 JB1218
 JB1218                          SUPERSEDED SURVEY CONTROL
 JB1218
 JB1218  NGVD 29 (??/??/92)  156.761  (m)          514.31   (f) ADJ UNCH    2 0
 JB1218
 JB1218.Superseded values are not recommended for survey control.
 JB1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1218.See file dsdata.txt to determine how the superseded data were derived.
 JB1218
 JB1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH455569(NAD 83)
 JB1218_MARKER: DB = BENCH MARK DISK
 JB1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1218_STAMPING: A 100 1935
 JB1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1218+STABILITY: SURFACE MOTION
 JB1218
 JB1218  HISTORY     - Date     Condition        Report By
 JB1218  HISTORY     - 1935     MONUMENTED       CGS
 JB1218  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JB1218  HISTORY     - 20011115 MARK NOT FOUND   ILDT
 JB1218
 JB1218                          STATION DESCRIPTION
 JB1218
 JB1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1218'AT FREEBURG.
 JB1218'AT FREEBURG, ST. CLAIR COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 JB1218'65 FEET WEST OF THE STATION, 53 FEET NORTH OF A ROAD CROSSING,
 JB1218'30 FEET WEST OF THE WEST MAIN TRACK, AND 25 FEET SOUTH OF A
 JB1218'SIGNAL TOWER.  A STANDARD DISK, STAMPED A 100 1935 AND SET IN
 JB1218'THE TOP OF A CONCRETE POST.
 JB1218
 JB1218                          STATION RECOVERY (1988)
 JB1218
 JB1218'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWO)
 JB1218'MARK NOT FOUND.
 JB1218
 JB1218                          STATION RECOVERY (2001)
 JB1218
 JB1218'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2001 (CW)
 JB1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0851 ***********************************************************************
 KB0851  DESIGNATION -  A 102
 KB0851  PID         -  KB0851
 KB0851  STATE/COUNTY-  IL/MACOUPIN
 KB0851  USGS QUAD   -  ATWATER (1979)
 KB0851
 KB0851                         *CURRENT SURVEY CONTROL
 KB0851  ___________________________________________________________________
 KB0851* NAD 83(1986)-  39 16 48.     (N)    089 42 05.     (W)     SCALED    
 KB0851* NAVD 88     -       199.085  (meters)     653.16   (feet)  ADJUSTED  
 KB0851  ___________________________________________________________________
 KB0851  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KB0851  DYNAMIC HT  -         198.971 (meters)     652.79  (feet)  COMP
 KB0851  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 KB0851
 KB0851  VERT ORDER  -  SECOND    CLASS 0
 KB0851
 KB0851.The horizontal coordinates were scaled from a topographic map and have
 KB0851.an estimated accuracy of +/- 6 seconds.
 KB0851
 KB0851.The orthometric height was determined by differential leveling
 KB0851.and adjusted by the National Geodetic Survey in June 1991..
 KB0851
 KB0851.The geoid height was determined by GEOID03.
 KB0851
 KB0851.The dynamic height is computed by dividing the NAVD 88
 KB0851.geopotential number by the normal gravity value computed on the
 KB0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0851.degrees latitude (g = 980.6199 gals.).
 KB0851
 KB0851.The modeled gravity was interpolated from observed gravity values.
 KB0851
 KB0851;                    North         East    Units  Estimated Accuracy
 KB0851;SPC IL W     -   290,160.      740,140.      MT  (+/- 180 meters Scaled)
 KB0851
 KB0851                          SUPERSEDED SURVEY CONTROL
 KB0851
 KB0851  NGVD 29 (??/??/92)  199.217  (m)          653.60   (f) ADJ UNCH    2 0
 KB0851
 KB0851.Superseded values are not recommended for survey control.
 KB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0851.See file dsdata.txt to determine how the superseded data were derived.
 KB0851
 KB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ669513(NAD 83)
 KB0851_MARKER: DB = BENCH MARK DISK
 KB0851_SETTING: 0 = UNSPECIFIED SETTING
 KB0851_STAMPING: A 102 1935
 KB0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0851
 KB0851  HISTORY     - Date     Condition        Report By
 KB0851  HISTORY     - 1935     MONUMENTED       CGS
 KB0851
 KB0851                          STATION DESCRIPTION
 KB0851
 KB0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0851'1 MI NW FROM BARNETT.
 KB0851'A DESCRIPTION WAS NOT SUPPLIED FOR THIS MARK.  IT IS IN A LINE
 KB0851'JUNCTION MARK AT THE JUNCTION OF LINE ALONG THE CHICAGO,
 KB0851'BURLINGTON AND QUINCY RAILROAD AND A LINE WEST ALONG STATE
 KB0851'HIGHWAY 108.  STADIA DISTANCE INDICATES THIS MARK TO BE IN THE
 KB0851'VICINITY OF THE CROSSING OF STATE HIGHWAY 108 OVER THE CHICAGO,
 KB0851'BURLINGTON AND QUINCY RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0078 ***********************************************************************
 KC0078  DESIGNATION -  A 103
 KC0078  PID         -  KC0078
 KC0078  STATE/COUNTY-  IL/JERSEY
 KC0078  USGS QUAD   -  GREENFIELD (1983)
 KC0078
 KC0078                         *CURRENT SURVEY CONTROL
 KC0078  ___________________________________________________________________
 KC0078* NAD 83(1986)-  39 15 15.     (N)    090 11 11.     (W)     SCALED    
 KC0078* NAVD 88     -       148.487  (meters)     487.16   (feet)  ADJUSTED  
 KC0078  ___________________________________________________________________
 KC0078  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KC0078  DYNAMIC HT  -         148.403 (meters)     486.89  (feet)  COMP
 KC0078  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 KC0078
 KC0078  VERT ORDER  -  SECOND    CLASS 0
 KC0078
 KC0078.The horizontal coordinates were scaled from a topographic map and have
 KC0078.an estimated accuracy of +/- 6 seconds.
 KC0078
 KC0078.The orthometric height was determined by differential leveling
 KC0078.and adjusted by the National Geodetic Survey in June 1991..
 KC0078
 KC0078.The geoid height was determined by GEOID03.
 KC0078
 KC0078.The dynamic height is computed by dividing the NAVD 88
 KC0078.geopotential number by the normal gravity value computed on the
 KC0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0078.degrees latitude (g = 980.6199 gals.).
 KC0078
 KC0078.The modeled gravity was interpolated from observed gravity values.
 KC0078
 KC0078;                    North         East    Units  Estimated Accuracy
 KC0078;SPC IL W     -   287,190.      698,300.      MT  (+/- 180 meters Scaled)
 KC0078
 KC0078                          SUPERSEDED SURVEY CONTROL
 KC0078
 KC0078  NGVD 29 (??/??/92)  148.622  (m)          487.60   (f) ADJ UNCH    2 0
 KC0078
 KC0078.Superseded values are not recommended for survey control.
 KC0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0078.See file dsdata.txt to determine how the superseded data were derived.
 KC0078
 KC0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD427487(NAD 83)
 KC0078_MARKER: DB = BENCH MARK DISK
 KC0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0078_STAMPING: A 103 1935
 KC0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0078+STABILITY: SURFACE MOTION
 KC0078
 KC0078  HISTORY     - Date     Condition        Report By
 KC0078  HISTORY     - 1935     MONUMENTED       CGS
 KC0078  HISTORY     - 1979     MARK NOT FOUND   USGS
 KC0078
 KC0078                          STATION DESCRIPTION
 KC0078
 KC0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0078'1.5 MI S FROM ROCKBRIDGE.
 KC0078'IN JERSEY COUNTY, 1.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 KC0078'AND QUINCY RAILROAD FROM THE STATION AT ROCKBRIDGE, GREENE
 KC0078'COUNTY, 75 YARDS NORTH OF MILEPOST 54, 30 YARDS SOUTH OF A ROAD
 KC0078'CROSSING, 16 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND AT
 KC0078'A FENCE.  A STANDARD DISK, STAMPED A 103 1935 AND SET IN THE TOP
 KC0078'OF A CONCRETE POST.
 KC0078
 KC0078                          STATION RECOVERY (1979)
 KC0078
 KC0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KC0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1113 ***********************************************************************
 JB1113  DESIGNATION -  A 104
 JB1113  PID         -  JB1113
 JB1113  STATE/COUNTY-  IL/WASHINGTON
 JB1113  USGS QUAD   -  NASHVILLE (1981)
 JB1113
 JB1113                         *CURRENT SURVEY CONTROL
 JB1113  ___________________________________________________________________
 JB1113* NAD 83(1986)-  38 17 03.     (N)    089 28 41.     (W)     SCALED    
 JB1113* NAVD 88     -       152.980  (meters)     501.90   (feet)  ADJUSTED  
 JB1113  ___________________________________________________________________
 JB1113  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JB1113  DYNAMIC HT  -         152.881 (meters)     501.58  (feet)  COMP
 JB1113  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 JB1113
 JB1113  VERT ORDER  -  SECOND    CLASS 0
 JB1113
 JB1113.The horizontal coordinates were scaled from a topographic map and have
 JB1113.an estimated accuracy of +/- 6 seconds.
 JB1113
 JB1113.The orthometric height was determined by differential leveling
 JB1113.and adjusted by the National Geodetic Survey in June 1991..
 JB1113
 JB1113.The geoid height was determined by GEOID03.
 JB1113
 JB1113.The dynamic height is computed by dividing the NAVD 88
 JB1113.geopotential number by the normal gravity value computed on the
 JB1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1113.degrees latitude (g = 980.6199 gals.).
 JB1113
 JB1113.The modeled gravity was interpolated from observed gravity values.
 JB1113
 JB1113;                    North         East    Units  Estimated Accuracy
 JB1113;SPC IL W     -   179,740.      760,250.      MT  (+/- 180 meters Scaled)
 JB1113
 JB1113                          SUPERSEDED SURVEY CONTROL
 JB1113
 JB1113  NGVD 29 (??/??/92)  153.098  (m)          502.29   (f) ADJ UNCH    2 0
 JB1113
 JB1113.Superseded values are not recommended for survey control.
 JB1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1113.See file dsdata.txt to determine how the superseded data were derived.
 JB1113
 JB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH832402(NAD 83)
 JB1113_MARKER: DB = BENCH MARK DISK
 JB1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1113_STAMPING: A 104 1935
 JB1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1113+STABILITY: SURFACE MOTION
 JB1113
 JB1113  HISTORY     - Date     Condition        Report By
 JB1113  HISTORY     - 1935     MONUMENTED       CGS
 JB1113  HISTORY     - 1960     GOOD             NGS
 JB1113
 JB1113                          STATION DESCRIPTION
 JB1113
 JB1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB1113'1.9 MI NE FROM OAKDALE.
 JB1113'1.9 MILES NORTHEAST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM
 JB1113'THE STATION AT OAKDALE, WASHINGTON COUNTY, 340 FEET NORTH OF THE
 JB1113'RAILROAD WATER TANK (ONLY CONCRETE FOOTINGS REMAIN), 272 FEET
 JB1113'NORTH OF A PRIVATE RAILROAD CROSSING, NEAR 1/4 CORNER, SECTIONS
 JB1113'7 AND 12 T 3 S, R 3 AND 4 W, 42 FEET NORTHWEST OF THE CENTERLINE
 JB1113'OF THE TRACK.  A STANDARD DISK, STAMPED A 104 1935 AND SET IN THE
 JB1113'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1247 ***********************************************************************
 JB1247  DESIGNATION -  A 105
 JB1247  PID         -  JB1247
 JB1247  STATE/COUNTY-  IL/RANDOLPH
 JB1247  USGS QUAD   -  EVANSVILLE (1982)
 JB1247
 JB1247                         *CURRENT SURVEY CONTROL
 JB1247  ___________________________________________________________________
 JB1247* NAD 83(1986)-  38 05 16.     (N)    089 55 13.     (W)     SCALED    
 JB1247* NAVD 88     -       154.205  (meters)     505.92   (feet)  ADJUSTED  
 JB1247  ___________________________________________________________________
 JB1247  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JB1247  DYNAMIC HT  -         154.101 (meters)     505.58  (feet)  COMP
 JB1247  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 JB1247
 JB1247  VERT ORDER  -  SECOND    CLASS 0
 JB1247
 JB1247.The horizontal coordinates were scaled from a topographic map and have
 JB1247.an estimated accuracy of +/- 6 seconds.
 JB1247
 JB1247.The orthometric height was determined by differential leveling
 JB1247.and adjusted by the National Geodetic Survey in June 1991..
 JB1247
 JB1247.The geoid height was determined by GEOID03.
 JB1247
 JB1247.The dynamic height is computed by dividing the NAVD 88
 JB1247.geopotential number by the normal gravity value computed on the
 JB1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1247.degrees latitude (g = 980.6199 gals.).
 JB1247
 JB1247.The modeled gravity was interpolated from observed gravity values.
 JB1247
 JB1247;                    North         East    Units  Estimated Accuracy
 JB1247;SPC IL W     -   157,740.      721,610.      MT  (+/- 180 meters Scaled)
 JB1247
 JB1247                          SUPERSEDED SURVEY CONTROL
 JB1247
 JB1247  NGVD 29 (??/??/92)  154.313  (m)          506.28   (f) ADJ UNCH    2 0
 JB1247
 JB1247.Superseded values are not recommended for survey control.
 JB1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1247.See file dsdata.txt to determine how the superseded data were derived.
 JB1247
 JB1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH438195(NAD 83)
 JB1247_MARKER: DB = BENCH MARK DISK
 JB1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1247_STAMPING: A 105 1935
 JB1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1247+STABILITY: SURFACE MOTION
 JB1247
 JB1247  HISTORY     - Date     Condition        Report By
 JB1247  HISTORY     - 1935     MONUMENTED       CGS
 JB1247  HISTORY     - 1957     GOOD             NGS
 JB1247
 JB1247                          STATION DESCRIPTION
 JB1247
 JB1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JB1247'1 MI E FROM EVANSVILLE.
 JB1247'1.0 MILE EAST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE
 JB1247'STATION AT EVANSVILLE, RANDOLPH COUNTY, 5 POLES WEST OF THE
 JB1247'STATION SING PAUTLER, AT POLE 68+17, AT A ROAD CROSSING, 30 FEET
 JB1247'NORTH OF THE TRACK, AND 30 FEET EAST OF THE CENTERLINE OF THE
 JB1247'ROAD.  A STANDARD DISK, STAMPED A 105 1935 AND SET IN THE TOP
 JB1247'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0866 ***********************************************************************
 HB0866  DESIGNATION -  A 106
 HB0866  PID         -  HB0866
 HB0866  STATE/COUNTY-  IL/UNION
 HB0866  USGS QUAD   -  MT PLEASANT (1966)
 HB0866
 HB0866                         *CURRENT SURVEY CONTROL
 HB0866  ___________________________________________________________________
 HB0866* NAD 83(1986)-  37 26 36.     (N)    089 04 30.     (W)     SCALED    
 HB0866* NAVD 88     -       156.437  (meters)     513.24   (feet)  ADJUSTED  
 HB0866  ___________________________________________________________________
 HB0866  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HB0866  DYNAMIC HT  -         156.326 (meters)     512.88  (feet)  COMP
 HB0866  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 HB0866
 HB0866  VERT ORDER  -  SECOND    CLASS 0
 HB0866
 HB0866.The horizontal coordinates were scaled from a topographic map and have
 HB0866.an estimated accuracy of +/- 6 seconds.
 HB0866
 HB0866.The orthometric height was determined by differential leveling
 HB0866.and adjusted by the National Geodetic Survey in June 1991..
 HB0866
 HB0866.The geoid height was determined by GEOID03.
 HB0866
 HB0866.The dynamic height is computed by dividing the NAVD 88
 HB0866.geopotential number by the normal gravity value computed on the
 HB0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0866.degrees latitude (g = 980.6199 gals.).
 HB0866
 HB0866.The modeled gravity was interpolated from observed gravity values.
 HB0866
 HB0866;                    North         East    Units  Estimated Accuracy
 HB0866;SPC IL W     -    86,750.      796,600.      MT  (+/- 180 meters Scaled)
 HB0866
 HB0866                          SUPERSEDED SURVEY CONTROL
 HB0866
 HB0866  NGVD 29 (??/??/??)  156.473  (m)          513.36   (f) ADJUSTED    2 0
 HB0866
 HB0866.Superseded values are not recommended for survey control.
 HB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0866.See file dsdata.txt to determine how the superseded data were derived.
 HB0866
 HB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG164460(NAD 83)
 HB0866_MARKER: DB = BENCH MARK DISK
 HB0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0866_STAMPING: A 106 1935
 HB0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0866+STABILITY: SURFACE MOTION
 HB0866
 HB0866  HISTORY     - Date     Condition        Report By
 HB0866  HISTORY     - 1935     MONUMENTED       CGS
 HB0866  HISTORY     - 20020425 POOR             USACE
 HB0866
 HB0866                          STATION DESCRIPTION
 HB0866
 HB0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0866'9.3 MI E FROM ANNA.
 HB0866'9.3 MILES EAST ALONG STATE HIGHWAY 146 FROM THE ILLINOIS CENTRAL
 HB0866'RAILROAD STATION AT ANNA, UNION COUNTY, 90 FEET SOUTHEAST OF THE
 HB0866'SOUTHEAST CORNER OF A SCHOOLHOUSE, 48 FEET EAST OF A CINDER ROAD
 HB0866'LEADING TO THE SCHOOLHOUSE, 42 FEET NORTH OF THE CENTERLINE OF
 HB0866'THE HIGHWAY, AND 3 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 HB0866'STAMPED A 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0866
 HB0866                          STATION RECOVERY (2002)
 HB0866
 HB0866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0866'PAVED PARKING LOT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0741 ***********************************************************************
 HB0741  DESIGNATION -  A 107
 HB0741  PID         -  HB0741
 HB0741  STATE/COUNTY-  IL/UNION
 HB0741  USGS QUAD   -  MC CLURE (1993)
 HB0741
 HB0741                         *CURRENT SURVEY CONTROL
 HB0741  ___________________________________________________________________
 HB0741* NAD 83(1986)-  37 20 30.     (N)    089 24 16.     (W)     SCALED    
 HB0741* NAVD 88     -       104.387  (meters)     342.48   (feet)  ADJUSTED  
 HB0741  ___________________________________________________________________
 HB0741  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HB0741  DYNAMIC HT  -         104.313 (meters)     342.23  (feet)  COMP
 HB0741  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 HB0741
 HB0741  VERT ORDER  -  SECOND    CLASS 0
 HB0741
 HB0741.The horizontal coordinates were scaled from a topographic map and have
 HB0741.an estimated accuracy of +/- 6 seconds.
 HB0741
 HB0741.The orthometric height was determined by differential leveling
 HB0741.and adjusted by the National Geodetic Survey in June 1991..
 HB0741
 HB0741.The geoid height was determined by GEOID03.
 HB0741
 HB0741.The dynamic height is computed by dividing the NAVD 88
 HB0741.geopotential number by the normal gravity value computed on the
 HB0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0741.degrees latitude (g = 980.6199 gals.).
 HB0741
 HB0741.The modeled gravity was interpolated from observed gravity values.
 HB0741
 HB0741;                    North         East    Units  Estimated Accuracy
 HB0741;SPC IL W     -    75,180.      767,540.      MT  (+/- 180 meters Scaled)
 HB0741
 HB0741                          SUPERSEDED SURVEY CONTROL
 HB0741
 HB0741  NGVD 29 (??/??/??)  104.338  (m)          342.32   (f) ADJUSTED    2 0
 HB0741
 HB0741.Superseded values are not recommended for survey control.
 HB0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0741.See file dsdata.txt to determine how the superseded data were derived.
 HB0741
 HB0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG870354(NAD 83)
 HB0741_MARKER: DB = BENCH MARK DISK
 HB0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0741_STAMPING: A 107 1935
 HB0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0741+STABILITY: SURFACE MOTION
 HB0741
 HB0741  HISTORY     - Date     Condition        Report By
 HB0741  HISTORY     - 1935     MONUMENTED       CGS
 HB0741  HISTORY     - 1948     MARK NOT FOUND   CGS
 HB0741
 HB0741                          STATION DESCRIPTION
 HB0741
 HB0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 HB0741'1.9 MI S FROM REYNOLDSVILLE.
 HB0741'1.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB0741'STATION AT REYNOLDSVILLE, UNION COUNTY, AT POLE 111/24, 18 FEET
 HB0741'SOUTH OF A ROAD CROSSING, AND 20 FEET EAST OF THE CENTERLINE OF
 HB0741'THE EAST MAIN TRACK.  A STANDARD DISK, STAMPED A 107 1935 AND SET
 HB0741'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0353 ***********************************************************************
 JB0353  DESIGNATION -  A 109
 JB0353  PID         -  JB0353
 JB0353  STATE/COUNTY-  IL/JEFFERSON
 JB0353  USGS QUAD   -  BLUFORD (1973)
 JB0353
 JB0353                         *CURRENT SURVEY CONTROL
 JB0353  ___________________________________________________________________
 JB0353* NAD 83(1986)-  38 19 54.     (N)    088 43 40.     (W)     SCALED    
 JB0353* NAVD 88     -       158.129  (meters)     518.79   (feet)  ADJUSTED  
 JB0353  ___________________________________________________________________
 JB0353  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 JB0353  DYNAMIC HT  -         158.026 (meters)     518.46  (feet)  COMP
 JB0353  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 JB0353
 JB0353  VERT ORDER  -  SECOND    CLASS 0
 JB0353
 JB0353.The horizontal coordinates were scaled from a topographic map and have
 JB0353.an estimated accuracy of +/- 6 seconds.
 JB0353
 JB0353.The orthometric height was determined by differential leveling
 JB0353.and adjusted by the National Geodetic Survey in June 1991..
 JB0353
 JB0353.The geoid height was determined by GEOID03.
 JB0353
 JB0353.The dynamic height is computed by dividing the NAVD 88
 JB0353.geopotential number by the normal gravity value computed on the
 JB0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0353.degrees latitude (g = 980.6199 gals.).
 JB0353
 JB0353.The modeled gravity was interpolated from observed gravity values.
 JB0353
 JB0353;                    North         East    Units  Estimated Accuracy
 JB0353;SPC IL E     -   184,860.      265,510.      MT  (+/- 180 meters Scaled)
 JB0353
 JB0353                          SUPERSEDED SURVEY CONTROL
 JB0353
 JB0353  NGVD 29 (??/??/92)  158.231  (m)          519.13   (f) ADJ UNCH    2 0
 JB0353
 JB0353.Superseded values are not recommended for survey control.
 JB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0353.See file dsdata.txt to determine how the superseded data were derived.
 JB0353
 JB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH489440(NAD 83)
 JB0353_MARKER: DB = BENCH MARK DISK
 JB0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0353_SP_SET: BRIDGE
 JB0353_STAMPING: A 109 1935
 JB0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0353
 JB0353  HISTORY     - Date     Condition        Report By
 JB0353  HISTORY     - 1935     MONUMENTED       CGS
 JB0353  HISTORY     - 1938     GOOD             NGS
 JB0353
 JB0353                          STATION DESCRIPTION
 JB0353
 JB0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JB0353'1.1 MI E FROM BLUFORD.
 JB0353'1.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JB0353'BLUFORD, JEFFERSON COUNTY, AT BRIDGE 96.6 OVER THE ILLINOIS
 JB0353'CENTRAL RAILROAD, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 JB0353'BRIDGE SEAT, 8 FEET SOUTH OF THE S. RY. TRACK, AND ONE FOOT
 JB0353'BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED A 109
 JB0353'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0036 ***********************************************************************
 JB0036  DESIGNATION -  A 110
 JB0036  PID         -  JB0036
 JB0036  STATE/COUNTY-  IL/RICHLAND
 JB0036  USGS QUAD   -  NOBLE (1971)
 JB0036
 JB0036                         *CURRENT SURVEY CONTROL
 JB0036  ___________________________________________________________________
 JB0036* NAD 83(1986)-  38 41 37.     (N)    088 14 31.     (W)     SCALED    
 JB0036* NAVD 88     -       141.544  (meters)     464.38   (feet)  ADJUSTED  
 JB0036  ___________________________________________________________________
 JB0036  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0036  DYNAMIC HT  -         141.457 (meters)     464.10  (feet)  COMP
 JB0036  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 JB0036
 JB0036  VERT ORDER  -  FIRST     CLASS II
 JB0036
 JB0036.The horizontal coordinates were scaled from a topographic map and have
 JB0036.an estimated accuracy of +/- 6 seconds.
 JB0036
 JB0036.The orthometric height was determined by differential leveling
 JB0036.and adjusted by the National Geodetic Survey in June 1991..
 JB0036
 JB0036.The geoid height was determined by GEOID03.
 JB0036
 JB0036.The dynamic height is computed by dividing the NAVD 88
 JB0036.geopotential number by the normal gravity value computed on the
 JB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0036.degrees latitude (g = 980.6199 gals.).
 JB0036
 JB0036.The modeled gravity was interpolated from observed gravity values.
 JB0036
 JB0036;                    North         East    Units  Estimated Accuracy
 JB0036;SPC IL E     -   224,970.      307,950.      MT  (+/- 180 meters Scaled)
 JB0036
 JB0036                          SUPERSEDED SURVEY CONTROL
 JB0036
 JB0036  NGVD 29 (??/??/92)  141.654  (m)          464.74   (f) ADJ UNCH    1 2
 JB0036
 JB0036.Superseded values are not recommended for survey control.
 JB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0036.See file dsdata.txt to determine how the superseded data were derived.
 JB0036
 JB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH919835(NAD 83)
 JB0036_MARKER: DB = BENCH MARK DISK
 JB0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0036_STAMPING: A 110 1935
 JB0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0036+STABILITY: SURFACE MOTION
 JB0036
 JB0036  HISTORY     - Date     Condition        Report By
 JB0036  HISTORY     - 1935     MONUMENTED       CGS
 JB0036  HISTORY     - 1949     GOOD             NGS
 JB0036  HISTORY     - 1970     MARK NOT FOUND   NGS
 JB0036  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0036
 JB0036                          STATION DESCRIPTION
 JB0036
 JB0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0036'1 MI W FROM NOBLE.
 JB0036'1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0036'STATION AT NOBLE, SET IN THE NORTHWEST QUARTER OF A ROAD CROSSING,
 JB0036'142 FEET NORTHEAST AND ACROSS THE TRACK FROM MILE POST C 229, 42
 JB0036'FEET NORTH OF THE NORTH RAIL, 40 FEET WEST OF THE CENTER LINE
 JB0036'OF THE ROAD, 35 FEET NORTH-NORTHWEST OF A CROSSING SIGN, 22 FEET
 JB0036'WEST OF A FENCE CORNER, 2 FEET SOUTH OF THE R/W FENCE, 1 FOOT
 JB0036'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 JB0036'LEVEL OF THE TRACK, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 JB0036'OF A CONCRETE POST PROJECTING 4 INCHES.
 JB0036
 JB0036                          STATION RECOVERY (1970)
 JB0036
 JB0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0036'MARK NOT FOUND.
 JB0036
 JB0036                          STATION RECOVERY (1986)
 JB0036
 JB0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0354 ***********************************************************************
 HB0354  DESIGNATION -  A 111
 HB0354  PID         -  HB0354
 HB0354  STATE/COUNTY-  IL/JOHNSON
 HB0354  USGS QUAD   -  BLOOMFIELD (1990)
 HB0354
 HB0354                         *CURRENT SURVEY CONTROL
 HB0354  ___________________________________________________________________
 HB0354* NAD 83(1986)-  37 29 46.     (N)    088 45 26.     (W)     SCALED    
 HB0354* NAVD 88     -       119.157  (meters)     390.93   (feet)  ADJUSTED  
 HB0354  ___________________________________________________________________
 HB0354  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HB0354  DYNAMIC HT  -         119.072 (meters)     390.66  (feet)  COMP
 HB0354  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 HB0354
 HB0354  VERT ORDER  -  SECOND    CLASS 0
 HB0354
 HB0354.The horizontal coordinates were scaled from a topographic map and have
 HB0354.an estimated accuracy of +/- 6 seconds.
 HB0354
 HB0354.The orthometric height was determined by differential leveling
 HB0354.and adjusted by the National Geodetic Survey in June 1991..
 HB0354
 HB0354.The geoid height was determined by GEOID03.
 HB0354
 HB0354.The dynamic height is computed by dividing the NAVD 88
 HB0354.geopotential number by the normal gravity value computed on the
 HB0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0354.degrees latitude (g = 980.6199 gals.).
 HB0354
 HB0354.The modeled gravity was interpolated from observed gravity values.
 HB0354
 HB0354;                    North         East    Units  Estimated Accuracy
 HB0354;SPC IL E     -    92,130.      262,520.      MT  (+/- 180 meters Scaled)
 HB0354
 HB0354                          SUPERSEDED SURVEY CONTROL
 HB0354
 HB0354  NGVD 29 (??/??/??)  119.240  (m)          391.21   (f) ADJUSTED    2 0
 HB0354
 HB0354.Superseded values are not recommended for survey control.
 HB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0354.See file dsdata.txt to determine how the superseded data were derived.
 HB0354
 HB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG446513(NAD 83)
 HB0354_MARKER: DB = BENCH MARK DISK
 HB0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0354_STAMPING: A 111 1935
 HB0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0354+STABILITY: SURFACE MOTION
 HB0354
 HB0354  HISTORY     - Date     Condition        Report By
 HB0354  HISTORY     - 1935     MONUMENTED       CGS
 HB0354
 HB0354                          STATION DESCRIPTION
 HB0354
 HB0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0354'2.1 MI N FROM SIMPSON.
 HB0354'2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0354'STATION AT SIMPSON, JOHNSON COUNTY, AT THE SOUTH END OF A SIDING,
 HB0354'19 YARDS NORTH OF A ROAD CROSSING, 12 YARDS EAST OF THE CENTERLINE
 HB0354'OF THE TRACK, AND 1-1/2 YARDS WEST OF A FENCE.  A STANDARD
 HB0354'DISK, STAMPED A 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0325 ***********************************************************************
 HB0325  DESIGNATION -  A 112
 HB0325  PID         -  HB0325
 HB0325  STATE/COUNTY-  IL/MASSAC
 HB0325  USGS QUAD   -  METROPOLIS (1996)
 HB0325
 HB0325                         *CURRENT SURVEY CONTROL
 HB0325  ___________________________________________________________________
 HB0325* NAD 83(1986)-  37 09 42.     (N)    088 41 26.     (W)     SCALED    
 HB0325* NAVD 88     -       105.298  (meters)     345.47   (feet)  ADJUSTED  
 HB0325  ___________________________________________________________________
 HB0325  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HB0325  DYNAMIC HT  -         105.222 (meters)     345.22  (feet)  COMP
 HB0325  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 HB0325
 HB0325  VERT ORDER  -  SECOND    CLASS 0
 HB0325
 HB0325.The horizontal coordinates were scaled from a topographic map and have
 HB0325.an estimated accuracy of +/- 6 seconds.
 HB0325
 HB0325.The orthometric height was determined by differential leveling
 HB0325.and adjusted by the National Geodetic Survey in June 1991..
 HB0325
 HB0325.The geoid height was determined by GEOID03.
 HB0325
 HB0325.The dynamic height is computed by dividing the NAVD 88
 HB0325.geopotential number by the normal gravity value computed on the
 HB0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0325.degrees latitude (g = 980.6199 gals.).
 HB0325
 HB0325.The modeled gravity was interpolated from observed gravity values.
 HB0325
 HB0325;                    North         East    Units  Estimated Accuracy
 HB0325;SPC IL E     -    54,990.      268,270.      MT  (+/- 180 meters Scaled)
 HB0325
 HB0325                          SUPERSEDED SURVEY CONTROL
 HB0325
 HB0325  NGVD 29 (??/??/??)  105.337  (m)          345.59   (f) ADJUSTED    2 0
 HB0325
 HB0325.Superseded values are not recommended for survey control.
 HB0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0325.See file dsdata.txt to determine how the superseded data were derived.
 HB0325
 HB0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG498141(NAD 83)
 HB0325_MARKER: DB = BENCH MARK DISK
 HB0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0325_STAMPING: A 112 1935
 HB0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0325+STABILITY: SURFACE MOTION
 HB0325
 HB0325  HISTORY     - Date     Condition        Report By
 HB0325  HISTORY     - 1935     MONUMENTED       CGS
 HB0325  HISTORY     - 1946     MARK NOT FOUND   CGS
 HB0325
 HB0325                          STATION DESCRIPTION
 HB0325
 HB0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HB0325'2 MI E FROM METROPOLIS.
 HB0325'2.0 MILES EAST ALONG U.S. HIGHWAY 45 FROM THE EAST CITY LIMITS
 HB0325'AT METROPOLIS, MASSAC COUNTY, AT A CROSSROADS, 9 YARDS NORTH
 HB0325'OF THE CENTERLINE OF THE HIGHWAY, 9 YARDS WEST OF THE ROAD, AND
 HB0325'AT A FENCE.  A STANDARD DISK, STAMPED A 112 1935 AND SET IN
 HB0325'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0842 ***********************************************************************
 KB0842  DESIGNATION -  A 113
 KB0842  PID         -  KB0842
 KB0842  STATE/COUNTY-  IL/MONTGOMERY
 KB0842  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0842
 KB0842                         *CURRENT SURVEY CONTROL
 KB0842  ___________________________________________________________________
 KB0842* NAD 83(1986)-  39 06 00.     (N)    089 37 43.     (W)     SCALED    
 KB0842* NAVD 88     -       195.492  (meters)     641.38   (feet)  ADJUSTED  
 KB0842  ___________________________________________________________________
 KB0842  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KB0842  DYNAMIC HT  -         195.378 (meters)     641.00  (feet)  COMP
 KB0842  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 KB0842
 KB0842  VERT ORDER  -  SECOND    CLASS 0
 KB0842
 KB0842.The horizontal coordinates were scaled from a topographic map and have
 KB0842.an estimated accuracy of +/- 6 seconds.
 KB0842
 KB0842.The orthometric height was determined by differential leveling
 KB0842.and adjusted by the National Geodetic Survey in June 1991..
 KB0842
 KB0842.The geoid height was determined by GEOID03.
 KB0842
 KB0842.The dynamic height is computed by dividing the NAVD 88
 KB0842.geopotential number by the normal gravity value computed on the
 KB0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0842.degrees latitude (g = 980.6199 gals.).
 KB0842
 KB0842.The modeled gravity was interpolated from observed gravity values.
 KB0842
 KB0842;                    North         East    Units  Estimated Accuracy
 KB0842;SPC IL W     -   270,210.      746,540.      MT  (+/- 180 meters Scaled)
 KB0842
 KB0842                          SUPERSEDED SURVEY CONTROL
 KB0842
 KB0842  NGVD 29 (??/??/92)  195.620  (m)          641.80   (f) ADJ UNCH    2 0
 KB0842
 KB0842.Superseded values are not recommended for survey control.
 KB0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0842.See file dsdata.txt to determine how the superseded data were derived.
 KB0842
 KB0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ726311(NAD 83)
 KB0842_MARKER: DB = BENCH MARK DISK
 KB0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0842_STAMPING: A 113 1935
 KB0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0842+STABILITY: SURFACE MOTION
 KB0842
 KB0842  HISTORY     - Date     Condition        Report By
 KB0842  HISTORY     - 1935     MONUMENTED       CGS
 KB0842
 KB0842                          STATION DESCRIPTION
 KB0842
 KB0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0842'2.1 MI NW FROM WALSHVILLE.
 KB0842'2.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KB0842'RAILROAD FROM THE STATION AT WALSHVILLE, MONTGOMERY COUNTY, AT
 KB0842'MILEPOST 70, 16 FEET EAST OF THE TRACK, AND 3 FEET WEST OF THE
 KB0842'WEST SIDE OF A DITCH.  A STANDARD DISK, STAMPED A 113 1935 AND
 KB0842'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0833 ***********************************************************************
 JB0833  DESIGNATION -  A 114
 JB0833  PID         -  JB0833
 JB0833  STATE/COUNTY-  IL/CLINTON
 JB0833  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0833
 JB0833                         *CURRENT SURVEY CONTROL
 JB0833  ___________________________________________________________________
 JB0833* NAD 83(1986)-  38 36 53.     (N)    089 11 46.     (W)     SCALED    
 JB0833* NAVD 88     -       145.671  (meters)     477.92   (feet)  ADJUSTED  
 JB0833  ___________________________________________________________________
 JB0833  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JB0833  DYNAMIC HT  -         145.578 (meters)     477.62  (feet)  COMP
 JB0833  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JB0833
 JB0833  VERT ORDER  -  FIRST     CLASS II
 JB0833
 JB0833.The horizontal coordinates were scaled from a topographic map and have
 JB0833.an estimated accuracy of +/- 6 seconds.
 JB0833
 JB0833.The orthometric height was determined by differential leveling
 JB0833.and adjusted by the National Geodetic Survey in June 1991..
 JB0833
 JB0833.The geoid height was determined by GEOID03.
 JB0833
 JB0833.The dynamic height is computed by dividing the NAVD 88
 JB0833.geopotential number by the normal gravity value computed on the
 JB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0833.degrees latitude (g = 980.6199 gals.).
 JB0833
 JB0833.The modeled gravity was interpolated from observed gravity values.
 JB0833
 JB0833;                    North         East    Units  Estimated Accuracy
 JB0833;SPC IL W     -   216,650.      784,530.      MT  (+/- 180 meters Scaled)
 JB0833
 JB0833                          SUPERSEDED SURVEY CONTROL
 JB0833
 JB0833  NGVD 29 (??/??/92)  145.800  (m)          478.35   (f) ADJ UNCH    1 2
 JB0833
 JB0833.Superseded values are not recommended for survey control.
 JB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0833.See file dsdata.txt to determine how the superseded data were derived.
 JB0833
 JB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH087763(NAD 83)
 JB0833_MARKER: DB = BENCH MARK DISK
 JB0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0833_STAMPING: A 114 1935
 JB0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0833+STABILITY: SURFACE MOTION
 JB0833
 JB0833  HISTORY     - Date     Condition        Report By
 JB0833  HISTORY     - 1935     MONUMENTED       CGS
 JB0833  HISTORY     - 1949     GOOD             NGS
 JB0833  HISTORY     - 1950     GOOD             NGS
 JB0833
 JB0833                          STATION DESCRIPTION
 JB0833
 JB0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0833'AT SHATTUC.
 JB0833'AT SHATTUC, ABOUT 0.3 MILE NORTH-NORTHWEST OF THE RAILROAD
 JB0833'STATION AT SHATTUC, AT THE JUNCTION OF HIGHWAY 50 AND A ROAD
 JB0833'SOUTH TO SHATTUC, AT THE CROSSING OF THE CHICAGO, BURLINGTON AND
 JB0833'QUINCY RAILROAD AND HIGHWAY 50, 56 FEET SOUTH-SOUTHWEST OF THE
 JB0833'CENTER OF THE CROSSING, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JB0833'47 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD JUNCTION, 43
 JB0833'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 50, 20 FEET EAST OF THE
 JB0833'CENTER LINE OF THE ROAD SOUTH, 14.5 FEET SOUTHWEST OF CONCRETE
 JB0833'R/W POST MARKED 6 MFT 37, 7.5 FEET NORTHWEST OF TELEPHONE LINE
 JB0833'GUY POLE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 JB0833'FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JB0833'CONCRETE POST THAT IS 5 INCHES UNDERGROUND.
 JB0833
 JB0833                          STATION RECOVERY (1950)
 JB0833
 JB0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JB0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0096 ***********************************************************************
 JC0096  DESIGNATION -  A 115
 JC0096  PID         -  JC0096
 JC0096  STATE/COUNTY-  IL/ST CLAIR
 JC0096  USGS QUAD   -  CAHOKIA (1993)
 JC0096
 JC0096                         *CURRENT SURVEY CONTROL
 JC0096  ___________________________________________________________________
 JC0096* NAD 83(1986)-  38 32 09.     (N)    090 12 12.     (W)     SCALED    
 JC0096* NAVD 88     -       125.750  (meters)     412.56   (feet)  ADJUSTED  
 JC0096  ___________________________________________________________________
 JC0096  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JC0096  DYNAMIC HT  -         125.670 (meters)     412.30  (feet)  COMP
 JC0096  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 JC0096
 JC0096  VERT ORDER  -  SECOND    CLASS 0
 JC0096
 JC0096.The horizontal coordinates were scaled from a topographic map and have
 JC0096.an estimated accuracy of +/- 6 seconds.
 JC0096
 JC0096.The orthometric height was determined by differential leveling
 JC0096.and adjusted by the National Geodetic Survey in June 1991..
 JC0096
 JC0096.The geoid height was determined by GEOID03.
 JC0096
 JC0096.The dynamic height is computed by dividing the NAVD 88
 JC0096.geopotential number by the normal gravity value computed on the
 JC0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0096.degrees latitude (g = 980.6199 gals.).
 JC0096
 JC0096.The modeled gravity was interpolated from observed gravity values.
 JC0096
 JC0096;                    North         East    Units  Estimated Accuracy
 JC0096;SPC IL W     -   207,450.      696,800.      MT  (+/- 180 meters Scaled)
 JC0096
 JC0096                          SUPERSEDED SURVEY CONTROL
 JC0096
 JC0096  NGVD 29 (??/??/92)  125.897  (m)          413.05   (f) ADJ UNCH    2 0
 JC0096
 JC0096.Superseded values are not recommended for survey control.
 JC0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0096.See file dsdata.txt to determine how the superseded data were derived.
 JC0096
 JC0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC437689(NAD 83)
 JC0096_MARKER: DB = BENCH MARK DISK
 JC0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0096_STAMPING: A 115 1935
 JC0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0096+STABILITY: SURFACE MOTION
 JC0096
 JC0096  HISTORY     - Date     Condition        Report By
 JC0096  HISTORY     - 1935     MONUMENTED       CGS
 JC0096
 JC0096                          STATION DESCRIPTION
 JC0096
 JC0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0096'1.3 MI N FROM DUPO.
 JC0096'1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0096'STATION AT DUPO, ST. CLAIR COUNTY, 25 FEET NORTH OF POLE 4/34, AND
 JC0096'30 FEET WEST OF THE CENTERLINE OF THE SOUTH-BOUND MAIN TRACK.  A
 JC0096'STANDARD DISK, STAMPED A 115 1935 AND SET IN THE TOP OF A CONCRETE
 JC0096'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0679 ***********************************************************************
 HB0679  DESIGNATION -  A 119
 HB0679  PID         -  HB0679
 HB0679  STATE/COUNTY-  IL/JACKSON
 HB0679  USGS QUAD   -  GORHAM (1994)
 HB0679
 HB0679                         *CURRENT SURVEY CONTROL
 HB0679  ___________________________________________________________________
 HB0679* NAD 83(1986)-  37 43 04.     (N)    089 28 16.     (W)     SCALED    
 HB0679* NAVD 88     -       109.946  (meters)     360.71   (feet)  ADJUSTED  
 HB0679  ___________________________________________________________________
 HB0679  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HB0679  DYNAMIC HT  -         109.869 (meters)     360.46  (feet)  COMP
 HB0679  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 HB0679
 HB0679  VERT ORDER  -  FIRST     CLASS II
 HB0679
 HB0679.The horizontal coordinates were scaled from a topographic map and have
 HB0679.an estimated accuracy of +/- 6 seconds.
 HB0679
 HB0679.The orthometric height was determined by differential leveling
 HB0679.and adjusted by the National Geodetic Survey in June 1991..
 HB0679
 HB0679.The geoid height was determined by GEOID03.
 HB0679
 HB0679.The dynamic height is computed by dividing the NAVD 88
 HB0679.geopotential number by the normal gravity value computed on the
 HB0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0679.degrees latitude (g = 980.6199 gals.).
 HB0679
 HB0679.The modeled gravity was interpolated from observed gravity values.
 HB0679
 HB0679;                    North         East    Units  Estimated Accuracy
 HB0679;SPC IL W     -   116,870.      761,320.      MT  (+/- 180 meters Scaled)
 HB0679
 HB0679                          SUPERSEDED SURVEY CONTROL
 HB0679
 HB0679  NGVD 29 (??/??/??)  110.046  (m)          361.04   (f) ADJUSTED    1 2
 HB0679
 HB0679.Superseded values are not recommended for survey control.
 HB0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0679.See file dsdata.txt to determine how the superseded data were derived.
 HB0679
 HB0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG821773(NAD 83)
 HB0679_MARKER: DB = BENCH MARK DISK
 HB0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0679_STAMPING: A 119 1935
 HB0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0679+STABILITY: SURFACE MOTION
 HB0679
 HB0679  HISTORY     - Date     Condition        Report By
 HB0679  HISTORY     - 1935     MONUMENTED       CGS
 HB0679  HISTORY     - 1949     GOOD             CGS
 HB0679
 HB0679                          STATION DESCRIPTION
 HB0679
 HB0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0679'0.6 MI NE FROM GORHAM.
 HB0679'0.6 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0679'CROSSING OF THE MISSOURI PACIFIC RAILROAD AT GORHAM, ABOUT 0.45
 HB0679'MILE NORTHEAST OF MILE POST T 11, 60 FEET SOUTHEAST AND STRAIGHT
 HB0679'ACROSS THE TRACK FROM A SEMAPHORE, 46.5 FEET SOUTHEAST OF THE
 HB0679'SOUTHEAST RAIL, 42 FEET NORTH OF A 34 INCH OAK TREE, 37 FEET
 HB0679'NORTHWEST OF THE CENTER LINE OF AN ABANDONED ROAD PARALLEL TO
 HB0679'THE TRACK, 5.8 FEET NORTH-NORTHWEST OF A BLAZED 7 INCH OAK
 HB0679'TREE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5
 HB0679'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 HB0679'CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0604 ***********************************************************************
 KB0604  CBN         -  This is a Cooperative Base Network Control Station.
 KB0604  DESIGNATION -  A 12
 KB0604  PID         -  KB0604
 KB0604  STATE/COUNTY-  IL/MOULTRIE
 KB0604  USGS QUAD   -  CADWELL (1983)
 KB0604
 KB0604                         *CURRENT SURVEY CONTROL
 KB0604  ___________________________________________________________________
 KB0604* NAD 83(1997)-  39 43 02.50734(N)    088 34 24.46463(W)     ADJUSTED  
 KB0604* NAVD 88     -       211.211  (meters)     692.95   (feet)  ADJUSTED  
 KB0604  ___________________________________________________________________
 KB0604  X           -     122,309.091 (meters)                     COMP
 KB0604  Y           -  -4,911,434.936 (meters)                     COMP
 KB0604  Z           -   4,054,010.461 (meters)                     COMP
 KB0604  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 KB0604  ELLIP HEIGHT-         178.92  (meters)          (10/15/04) GPS OBS
 KB0604  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB0604  DYNAMIC HT  -         211.092 (meters)     692.56  (feet)  COMP
 KB0604  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 KB0604
 KB0604  HORZ ORDER  -  B
 KB0604  VERT ORDER  -  FIRST     CLASS II
 KB0604  ELLP ORDER  -  FOURTH    CLASS II
 KB0604
 KB0604.The horizontal coordinates were established by GPS observations
 KB0604.and adjusted by the National Geodetic Survey in July 1998..
 KB0604
 KB0604.The orthometric height was determined by differential leveling
 KB0604.and adjusted by the National Geodetic Survey in June 1991..
 KB0604
 KB0604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0604
 KB0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0604
 KB0604.The ellipsoidal height was determined by GPS observations
 KB0604.and is referenced to NAD 83.
 KB0604
 KB0604.The geoid height was determined by GEOID03.
 KB0604
 KB0604.The dynamic height is computed by dividing the NAVD 88
 KB0604.geopotential number by the normal gravity value computed on the
 KB0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0604.degrees latitude (g = 980.6199 gals.).
 KB0604
 KB0604.The modeled gravity was interpolated from observed gravity values.
 KB0604
 KB0604;                    North         East     Units Scale Factor Converg.
 KB0604;SPC IL E     -   338,646.956   279,410.665   MT  0.99998022   -0 09 12.4
 KB0604;SPC IL E     - 1,111,044.22    916,699.82   sFT  0.99998022   -0 09 12.4
 KB0604;UTM  16      - 4,397,571.554   365,134.468   MT  0.99982393   -1 00 20.1
 KB0604
 KB0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0604!SPC IL E     -   0.99997193  x   0.99998022  =   0.99995215
 KB0604!UTM  16      -   0.99997193  x   0.99982393  =   0.99979587
 KB0604
 KB0604                          SUPERSEDED SURVEY CONTROL
 KB0604
 KB0604  ELLIP H (07/17/98)  178.91   (m)                       GP(       ) 4 1
 KB0604  NAD 83(1986)-  39 43 02.51823(N)    088 34 24.45594(W) AD(       ) 2
 KB0604  NAD 27      -  39 43 02.39515(N)    088 34 24.23666(W) AD(       ) 2
 KB0604  NAVD 88 (07/17/98)  211.21   (m)          692.9    (f) LEVELING    3  
 KB0604  NGVD 29 (??/??/92)  211.282  (m)          693.18   (f) ADJ UNCH    1 2
 KB0604
 KB0604.Superseded values are not recommended for survey control.
 KB0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0604.See file dsdata.txt to determine how the superseded data were derived.
 KB0604
 KB0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6513497572(NAD 83)
 KB0604_MARKER: DB = BENCH MARK DISK
 KB0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0604_STAMPING: A 12 1933
 KB0604_MARK LOGO: CGS   
 KB0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0604+STABILITY: SURFACE MOTION
 KB0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0604+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB0604
 KB0604  HISTORY     - Date     Condition        Report By
 KB0604  HISTORY     - 1933     MONUMENTED       CGS
 KB0604  HISTORY     - 1942     GOOD             NGS
 KB0604  HISTORY     - 1975     GOOD             ILDT
 KB0604  HISTORY     - 19970419 GOOD             NGS
 KB0604  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0604
 KB0604                          STATION DESCRIPTION
 KB0604
 KB0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (DCF)
 KB0604'THE STATION IS LOCATED ABOUT 9.3 KM SOUTH-SOUTHEAST OF
 KB0604'HAMMOND, 8.9 KM WEST-NORTHWEST OF ARTHUR, AND 4.8 KM
 KB0604'EAST OF LOVINGTON.
 KB0604'
 KB0604'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KB0604'32 AND 133 AT THE SOUTH EDGE OF LOVINGTON, GO EAST ON
 KB0604'STATE HIGHWAY 133 FOR 5.2 KM (3.25 MI) TO A CROSSROAD.
 KB0604'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.8 KM (0.5 MI)
 KB0604'TO A RAILROAD CROSSING AND A SIDE ROAD LEFT, JUST AFTER
 KB0604'CROSSING THE TRACKS.  TURN LEFT AND GO WEST ON A PAVED ROAD
 KB0604'FOR 0.6 KM (0.4 MI) TO A SIDE ROAD LEFT AND THE
 KB0604'STATION ON THE LEFT.
 KB0604'
 KB0604'THE STATION IS A STANDARD CGS BENCH MARK DISK
 KB0604'STAMPED---1933---,
 KB0604'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 KB0604'FLUSH WITH GROUND.  IT IS LOCATED
 KB0604'14.5 METERS EAST-SOUTHEAST FROM THE CENTER OF A RAILROAD CROSSING,
 KB0604'5.8 METERS SOUTH FROM THE SOUTH RAIL OF THE RAILROAD TRACKS, AND
 KB0604'5.7 METERS NORTH FROM THE CENTER OF A DRIVEWAY.
 KB0604'
 KB0604'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 KB0604'THE DISK HAS BEEN HIT AND THE STAMPING IS NO LONGER LEGIBLE.
 KB0604'AN EDM TIE WAS MADE TO TRIANGULATION STATION DUMOND.
 KB0604
 KB0604                          STATION RECOVERY (1942)
 KB0604
 KB0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KB0604'AT WILLIAMSBURG.
 KB0604'AT WILLIAMSBURG, MOULTRIE COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KB0604'33 POLES WEST OF MILEPOST TH 68, 10 RAILS WEST OF THE ATHERTON
 KB0604'ELEVATOR, 40 FEET EAST OF A GRADE CROSSING, AND 20 FEET SOUTH
 KB0604'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 12
 KB0604'1933 AND SET IN THE TOP OF A CONCRETE POST.
 KB0604
 KB0604                          STATION RECOVERY (1975)
 KB0604
 KB0604'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0604'RECOVERED IN GOOD CONDITION.
 KB0604
 KB0604                          STATION RECOVERY (1997)
 KB0604
 KB0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB0604'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF LOVINGTON.  TO
 KB0604'REACH FROM THE JUNCTION OF STATE ROUTES 32 AND 133 ON THE SOUTH SIDE
 KB0604'OF LOVINGTON, GO EAST ON ROUTE 133 FOR 3.6 MI (5.8 KM) TO A CROSSROAD.
 KB0604'TURN LEFT, NORTH, FOR 0.5 MI (0.8 KM) TO A SIDE ROAD LEFT.  TURN LEFT,
 KB0604'WEST, FOR 0.34 MI (0.55 KM) TO A SIDE ROAD LEFT AND THE STATION ON THE
 KB0604'LEFT, AT AN OLD RAILROAD BED, 21.6 M (70.9 FT) SOUTH OF THE CENTER OF
 KB0604'THE EAST-WEST ROAD, 13.0 M (42.7 FT) EAST OF A SHORT ROAD SOUTH
 KB0604'LEADING TO A DRIVEWAY, 5.0 M (16.4 FT) NORTH OF THE CENTER OF A
 KB0604'DRIVEWAY TO THE EAST TO A RESIDENCE, AND 1.3 M (4.3 FT) SOUTH OF A
 KB0604'METAL WITNESS POST.  NOTE--STAMPING ON THE DISK WAS WORN AWAY, CENTER
 KB0604'POINT WAS GOOD.  DISK WAS RESTAMPED A 12 1933.
 KB0604
 KB0604                          STATION RECOVERY (2000)
 KB0604
 KB0604'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0604'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0604'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB0604' 
 KB0604' 
 KB0604'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0715 ***********************************************************************
 HB0715  DESIGNATION -  A 120
 HB0715  PID         -  HB0715
 HB0715  STATE/COUNTY-  IL/WILLIAMSON
 HB0715  USGS QUAD   -  HERRIN (1978)
 HB0715
 HB0715                         *CURRENT SURVEY CONTROL
 HB0715  ___________________________________________________________________
 HB0715* NAD 83(1986)-  37 45 32.     (N)    089 04 32.     (W)     SCALED    
 HB0715* NAVD 88     -       139.292  (meters)     456.99   (feet)  ADJUSTED  
 HB0715  ___________________________________________________________________
 HB0715  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HB0715  DYNAMIC HT  -         139.196 (meters)     456.68  (feet)  COMP
 HB0715  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 HB0715
 HB0715  VERT ORDER  -  SECOND    CLASS 0
 HB0715
 HB0715.The horizontal coordinates were scaled from a topographic map and have
 HB0715.an estimated accuracy of +/- 6 seconds.
 HB0715
 HB0715.The orthometric height was determined by differential leveling
 HB0715.and adjusted by the National Geodetic Survey in June 1991..
 HB0715
 HB0715.The geoid height was determined by GEOID03.
 HB0715
 HB0715.The dynamic height is computed by dividing the NAVD 88
 HB0715.geopotential number by the normal gravity value computed on the
 HB0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0715.degrees latitude (g = 980.6199 gals.).
 HB0715
 HB0715.The modeled gravity was interpolated from observed gravity values.
 HB0715
 HB0715;                    North         East    Units  Estimated Accuracy
 HB0715;SPC IL E     -   121,470.      234,600.      MT  (+/- 180 meters Scaled)
 HB0715
 HB0715                          SUPERSEDED SURVEY CONTROL
 HB0715
 HB0715  NGVD 29 (??/??/??)  139.386  (m)          457.30   (f) ADJUSTED    2 0
 HB0715
 HB0715.Superseded values are not recommended for survey control.
 HB0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0715.See file dsdata.txt to determine how the superseded data were derived.
 HB0715
 HB0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG171810(NAD 83)
 HB0715_MARKER: DB = BENCH MARK DISK
 HB0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0715_STAMPING: 457.279 A 120 1935
 HB0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0715+STABILITY: SURFACE MOTION
 HB0715
 HB0715  HISTORY     - Date     Condition        Report By
 HB0715  HISTORY     - 1935     MONUMENTED       CGS
 HB0715  HISTORY     - 1941     GOOD             CGS
 HB0715
 HB0715                          STATION DESCRIPTION
 HB0715
 HB0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HB0715'AT CARTERVILLE.
 HB0715'AT CARTERVILLE, WILLIAMSON COUNTY, ON THE ILLINOIS CENTRAL
 HB0715'RAILROAD, 10 RAILS EAST OF THE STATION, AT A STREET CROSSING,
 HB0715'45 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 40 FEET
 HB0715'WEST OF THE CENTERLINE OF THE STREET, AND AT THE RIGHT-OF-WAY
 HB0715'FENCE.  A STANDARD DISK, STAMPED 457.279 A 120 1935 AND SET
 HB0715'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0291 ***********************************************************************
 JB0291  DESIGNATION -  A 123
 JB0291  PID         -  JB0291
 JB0291  STATE/COUNTY-  IL/JEFFERSON
 JB0291  USGS QUAD   -  MOUNT VERNON (1978)
 JB0291
 JB0291                         *CURRENT SURVEY CONTROL
 JB0291  ___________________________________________________________________
 JB0291* NAD 83(1986)-  38 19 07.     (N)    088 53 33.     (W)     SCALED    
 JB0291* NAVD 88     -       140.668  (meters)     461.51   (feet)  ADJUSTED  
 JB0291  ___________________________________________________________________
 JB0291  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 JB0291  DYNAMIC HT  -         140.578 (meters)     461.21  (feet)  COMP
 JB0291  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 JB0291
 JB0291  VERT ORDER  -  SECOND    CLASS 0
 JB0291
 JB0291.The horizontal coordinates were scaled from a topographic map and have
 JB0291.an estimated accuracy of +/- 6 seconds.
 JB0291
 JB0291.The orthometric height was determined by differential leveling
 JB0291.and adjusted by the National Geodetic Survey in June 1991..
 JB0291
 JB0291.The geoid height was determined by GEOID03.
 JB0291
 JB0291.The dynamic height is computed by dividing the NAVD 88
 JB0291.geopotential number by the normal gravity value computed on the
 JB0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0291.degrees latitude (g = 980.6199 gals.).
 JB0291
 JB0291.The modeled gravity was interpolated from observed gravity values.
 JB0291
 JB0291;                    North         East    Units  Estimated Accuracy
 JB0291;SPC IL E     -   183,490.      251,100.      MT  (+/- 180 meters Scaled)
 JB0291
 JB0291                          SUPERSEDED SURVEY CONTROL
 JB0291
 JB0291  NGVD 29 (??/??/92)  140.776  (m)          461.86   (f) ADJ UNCH    2 0
 JB0291
 JB0291.Superseded values are not recommended for survey control.
 JB0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0291.See file dsdata.txt to determine how the superseded data were derived.
 JB0291
 JB0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH345428(NAD 83)
 JB0291_MARKER: DB = BENCH MARK DISK
 JB0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0291_STAMPING: A 123 1935
 JB0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0291+STABILITY: SURFACE MOTION
 JB0291
 JB0291  HISTORY     - Date     Condition        Report By
 JB0291  HISTORY     - 1935     MONUMENTED       CGS
 JB0291  HISTORY     - 1938     GOOD             NGS
 JB0291  HISTORY     - 1965     POOR             USGS
 JB0291
 JB0291                          STATION DESCRIPTION
 JB0291
 JB0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JB0291'AT MT VERNON.
 JB0291'AT MT. VERNON, JEFFERSON COUNTY, ON THE CHICAGO AND EASTERN
 JB0291'ILLINOIS RAILROAD, 400 FEET NORTH OF THE STATION, 150 FEET
 JB0291'SOUTHWEST OF THE MID-CONTINENTAL PETROLEUM CO. TANKS, 15 FEET
 JB0291'NORTH OF THE SECTION CAR HOUSE, 15 FEET WEST OF THE TRACK, AND
 JB0291'3 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED A 123 1935 AND
 JB0291'SET IN THE TOP OF A CONCRETE POST.  NOTE-- HOWEVER, IT IS QUITE
 JB0291'LOOSE IN
 JB0291
 JB0291                          STATION RECOVERY (1965)
 JB0291
 JB0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JB0291'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1394 ***********************************************************************
 JA1394  DESIGNATION -  A 127
 JA1394  PID         -  JA1394
 JA1394  STATE/COUNTY-  IL/LAWRENCE
 JA1394  USGS QUAD   -  VINCENNES (1998)
 JA1394
 JA1394                         *CURRENT SURVEY CONTROL
 JA1394  ___________________________________________________________________
 JA1394* NAD 83(1986)-  38 41 21.     (N)    087 31 59.     (W)     SCALED    
 JA1394* NAVD 88     -       127.680  (meters)     418.90   (feet)  ADJUSTED  
 JA1394  ___________________________________________________________________
 JA1394  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JA1394  DYNAMIC HT  -         127.602 (meters)     418.64  (feet)  COMP
 JA1394  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JA1394
 JA1394  VERT ORDER  -  FIRST     CLASS II
 JA1394
 JA1394.The horizontal coordinates were scaled from a topographic map and have
 JA1394.an estimated accuracy of +/- 6 seconds.
 JA1394
 JA1394.The orthometric height was determined by differential leveling
 JA1394.and adjusted by the National Geodetic Survey in June 1991..
 JA1394
 JA1394.The geoid height was determined by GEOID03.
 JA1394
 JA1394.The dynamic height is computed by dividing the NAVD 88
 JA1394.geopotential number by the normal gravity value computed on the
 JA1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1394.degrees latitude (g = 980.6199 gals.).
 JA1394
 JA1394.The modeled gravity was interpolated from observed gravity values.
 JA1394
 JA1394;                    North         East    Units  Estimated Accuracy
 JA1394;SPC IL E     -   224,780.      369,630.      MT  (+/- 180 meters Scaled)
 JA1394
 JA1394                          SUPERSEDED SURVEY CONTROL
 JA1394
 JA1394  NGVD 29 (??/??/92)  127.80   (m)          419.3    (f) COMPUTED    1 2
 JA1394
 JA1394.Superseded values are not recommended for survey control.
 JA1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1394.See file dsdata.txt to determine how the superseded data were derived.
 JA1394
 JA1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH536824(NAD 83)
 JA1394_MARKER: DB = BENCH MARK DISK
 JA1394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1394_SP_SET: BRIDGE ABUTMENT
 JA1394_STAMPING: A 127 1938
 JA1394_MARK LOGO: CGS   
 JA1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1394
 JA1394  HISTORY     - Date     Condition        Report By
 JA1394  HISTORY     - 1938     MONUMENTED       CGS
 JA1394  HISTORY     - 1986     GOOD             NGS
 JA1394
 JA1394                          STATION DESCRIPTION
 JA1394
 JA1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1394'1.1 MI W FROM VINCENNES.
 JA1394'IN LAWRENCE COUNTY, ILLINOIS, 1.1 MILES WEST ALONG THE BALTIMORE
 JA1394'AND OHIO RAILROAD FROM THE STATION AT VINCENNES, KNOX COUNTY,
 JA1394'INDIANA, 0.3 MILE WEST OF THE WEST END OF THE BRIDGE OVER WABASH
 JA1394'RIVER, 0.2 MILE EAST OF MILEPOST ST. L. 149-C 190, IN THE TOP
 JA1394'OF THE EAST CONCRETE ABUTMENT OF THE LINCOLN MEMORIAL HIGHWAY
 JA1394'UNDERPASS, 5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 5 FEET
 JA1394'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 127 1938.
 JA1394
 JA1394                          STATION RECOVERY (1986)
 JA1394
 JA1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1394'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 JA1394'MI) WEST ALONG THE CHESSIE SYSTEM RAILROAD FROM THE STATION IN
 JA1394'VINCENNES, INDIANA, THENCE 1.2 KM (0.75 MI) SOUTHWEST ALONG 6TH
 JA1394'STREET, THENCE 1.3 KM (0.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50
 JA1394'BUSINESS ROUTE, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG ILLINOIS STATE
 JA1394'HIGHWAY 33, IN TOP OF AND 1.4 M (4.6 FT) SOUTHWEST OF THE NORTHEAST
 JA1394'END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE CHESSIE SYSTEM RAILROAD
 JA1394'OVERPASS OF THE HIGHWAY, AND 4.3 M (14.1 FT) SOUTHEAST OF THE
 JA1394'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1390 ***********************************************************************
 JA1390  DESIGNATION -  A 128
 JA1390  PID         -  JA1390
 JA1390  STATE/COUNTY-  IL/RICHLAND
 JA1390  USGS QUAD   -  CLAREMONT (1968)
 JA1390
 JA1390                         *CURRENT SURVEY CONTROL
 JA1390  ___________________________________________________________________
 JA1390* NAD 83(1986)-  38 43 07.     (N)    087 58 05.     (W)     SCALED    
 JA1390* NAVD 88     -       151.280  (meters)     496.32   (feet)  ADJUSTED  
 JA1390  ___________________________________________________________________
 JA1390  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA1390  DYNAMIC HT  -         151.187 (meters)     496.02  (feet)  COMP
 JA1390  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JA1390
 JA1390  VERT ORDER  -  FIRST     CLASS II
 JA1390
 JA1390.The horizontal coordinates were scaled from a topographic map and have
 JA1390.an estimated accuracy of +/- 6 seconds.
 JA1390
 JA1390.The orthometric height was determined by differential leveling
 JA1390.and adjusted by the National Geodetic Survey in June 1991..
 JA1390
 JA1390.The geoid height was determined by GEOID03.
 JA1390
 JA1390.The dynamic height is computed by dividing the NAVD 88
 JA1390.geopotential number by the normal gravity value computed on the
 JA1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1390.degrees latitude (g = 980.6199 gals.).
 JA1390
 JA1390.The modeled gravity was interpolated from observed gravity values.
 JA1390
 JA1390;                    North         East    Units  Estimated Accuracy
 JA1390;SPC IL E     -   227,800.      331,770.      MT  (+/- 180 meters Scaled)
 JA1390
 JA1390                          SUPERSEDED SURVEY CONTROL
 JA1390
 JA1390  NGVD 29 (??/??/92)  151.393  (m)          496.70   (f) ADJ UNCH    1 2
 JA1390
 JA1390.Superseded values are not recommended for survey control.
 JA1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1390.See file dsdata.txt to determine how the superseded data were derived.
 JA1390
 JA1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH158859(NAD 83)
 JA1390_MARKER: DB = BENCH MARK DISK
 JA1390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1390_SP_SET: HEADWALL
 JA1390_STAMPING: A 128 1938
 JA1390_MARK LOGO: CGS   
 JA1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1390+STABILITY: SURFACE MOTION
 JA1390
 JA1390  HISTORY     - Date     Condition        Report By
 JA1390  HISTORY     - 1938     MONUMENTED       CGS
 JA1390  HISTORY     - 1986     GOOD             NGS
 JA1390
 JA1390                          STATION DESCRIPTION
 JA1390
 JA1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1390'0.2 MI E FROM CLAREMONT.
 JA1390'0.2 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA1390'STATION AT CLAREMONT, RICHLAND COUNTY, 130 FEET EAST OF A ROAD
 JA1390'CROSSING, IN THE TOP OF THE SOUTH END OF A STONE CULVERT, AND
 JA1390'ABOUT 18 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JA1390'A 128 1938.
 JA1390
 JA1390                          STATION RECOVERY (1986)
 JA1390
 JA1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1390'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JA1390'CLAREMONT, AT THE INTERSECTION OF ELM STREET AND THE CHESSIE SYSTEM
 JA1390'RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE
 JA1390'SOUTH HEADWALL OF A STONE CULVERT UNDER THE RAILROAD, 39.6 M (129.9
 JA1390'FT) EAST OF THE CENTER OF THE STREET, AND 9.1 M (29.9 FT) SOUTH OF THE
 JA1390'NEAR RAIL.
 JA1390'THE MARK IS 5.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0659 ***********************************************************************
 KB0659  DESIGNATION -  A 13 RESET 1972
 KB0659  PID         -  KB0659
 KB0659  STATE/COUNTY-  IL/SANGAMON
 KB0659  USGS QUAD   -  MOUNT AUBURN (1982)
 KB0659
 KB0659                         *CURRENT SURVEY CONTROL
 KB0659  ___________________________________________________________________
 KB0659* NAD 83(1986)-  39 51 10.     (N)    089 21 47.     (W)     SCALED    
 KB0659* NAVD 88     -       179.76   (meters)     589.8    (feet)  RESET     
 KB0659  ___________________________________________________________________
 KB0659  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KB0659
 KB0659  VERT ORDER  -  THIRD
 KB0659
 KB0659.The horizontal coordinates were scaled from a topographic map and have
 KB0659.an estimated accuracy of +/- 6 seconds.
 KB0659
 KB0659.The orthometric height was computed from unverified reset data.
 KB0659
 KB0659.The geoid height was determined by GEOID03.
 KB0659
 KB0659;                    North         East    Units  Estimated Accuracy
 KB0659;SPC IL W     -   353,950.      768,770.      MT  (+/- 180 meters Scaled)
 KB0659
 KB0659                          SUPERSEDED SURVEY CONTROL
 KB0659
 KB0659.No superseded survey control is available for this station.
 KB0659
 KB0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK978140(NAD 83)
 KB0659_MARKER: DB = BENCH MARK DISK
 KB0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0659_STAMPING: A 13 RESET 1972
 KB0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0659+STABILITY: SURFACE MOTION
 KB0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0659+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 KB0659
 KB0659  HISTORY     - Date     Condition        Report By
 KB0659  HISTORY     - 1972     MONUMENTED       ILHD
 KB0659  HISTORY     - 1973     GOOD             NGS
 KB0659  HISTORY     - 20020924 GOOD             INDIV
 KB0659
 KB0659                          STATION DESCRIPTION
 KB0659
 KB0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KB0659'1 MI W FROM LANESVILLE.
 KB0659'0.8 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS JUNCTION WITH COUNTY
 KB0659'RD. 16 E JUST WEST OF GRAIN ELEVATOR AT LANESVILLE, 300 FEET
 KB0659'EAST OF EAST SWITCH OF SIDING, 28 FEET SOUTH OF SOUTH RAIL OF
 KB0659'MAIN TRACK, 56 FEET SOUTHWEST OF RAILROAD SIGNAL ON SOUTH SIDE
 KB0659'OF TRACK, 7 FEET SOUTH OF SOUTH RAIL OF SIDING, 1 FOOT EAST OF
 KB0659'A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST
 KB0659'FLUSH WITH THE GROUND.
 KB0659
 KB0659                          STATION RECOVERY (2002)
 KB0659
 KB0659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RD)
 KB0659'POST AND SIGN BROKEN OFF AND BENT, NEEDS TO BE REPLACED, SET OLD POST
 KB0659'BACK UP FOR TIME BEING.MONUMENT NEEDS NEW TIES DESCRIPTION.
 KB0659'GPS COORDINATES USING TRIMBLE 4700 RECEIVER IN FEET ARE
 KB0659'N.1161269  E.2522208 ROUNDED TO FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0486 ***********************************************************************
 NH0486  DESIGNATION -  A 130
 NH0486  PID         -  NH0486
 NH0486  STATE/COUNTY-  IL/OGLE
 NH0486  USGS QUAD   -  KINGS (1993)
 NH0486
 NH0486                         *CURRENT SURVEY CONTROL
 NH0486  ___________________________________________________________________
 NH0486* NAD 83(1986)-  42 06 00.     (N)    089 05 31.     (W)     SCALED    
 NH0486* NAVD 88     -       240.507  (meters)     789.06   (feet)  ADJUSTED  
 NH0486  ___________________________________________________________________
 NH0486  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NH0486  DYNAMIC HT  -         240.427 (meters)     788.80  (feet)  COMP
 NH0486  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 NH0486
 NH0486  VERT ORDER  -  FIRST     CLASS I
 NH0486
 NH0486.The horizontal coordinates were scaled from a topographic map and have
 NH0486.an estimated accuracy of +/- 6 seconds.
 NH0486
 NH0486.The orthometric height was determined by differential leveling
 NH0486.and adjusted by the National Geodetic Survey in June 1991..
 NH0486
 NH0486.The geoid height was determined by GEOID03.
 NH0486
 NH0486.The dynamic height is computed by dividing the NAVD 88
 NH0486.geopotential number by the normal gravity value computed on the
 NH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0486.degrees latitude (g = 980.6199 gals.).
 NH0486
 NH0486.The modeled gravity was interpolated from observed gravity values.
 NH0486
 NH0486;                    North         East    Units  Estimated Accuracy
 NH0486;SPC IL W     -   603,750.      788,900.      MT  (+/- 180 meters Scaled)
 NH0486
 NH0486                          SUPERSEDED SURVEY CONTROL
 NH0486
 NH0486  NGVD 29 (??/??/92)  240.547  (m)          789.19   (f) ADJ UNCH    1 1
 NH0486
 NH0486.Superseded values are not recommended for survey control.
 NH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0486.See file dsdata.txt to determine how the superseded data were derived.
 NH0486
 NH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM270629(NAD 83)
 NH0486_MARKER: DB = BENCH MARK DISK
 NH0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0486_SP_SET: CONCRETE FOOTING
 NH0486_STAMPING: A 130 1947
 NH0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0486
 NH0486  HISTORY     - Date     Condition        Report By
 NH0486  HISTORY     - 1947     MONUMENTED       CGS
 NH0486  HISTORY     - 1970     GOOD             NGS
 NH0486  HISTORY     - 1987     GOOD             USPSQD
 NH0486  HISTORY     - 19960614 MARK NOT FOUND   USPSQD
 NH0486  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0486
 NH0486                          STATION DESCRIPTION
 NH0486
 NH0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0486'AT DAVIS JUNCTION.
 NH0486'AT DAVIS JUNCTION, 99.8 FEET NORTH OF THE NORTHWEST CORNER OF
 NH0486'THE RAILROAD STATION, 0.3 MILE SOUTH OF MILEPOST 12, 190 FEET
 NH0486'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE MAIN TRACKS
 NH0486'OF THE CHICAGO, BURLINGTON AND QUINCY AND THE CHICAGO, MILWAUKEE,
 NH0486'ST. PAUL AND PACIFIC RAILROADS, SET IN THE TOP OF THE SOUTHWEST
 NH0486'CORNER OF THE MOST SOUTHWESTERLY OF 8 CONCRETE FOOTINGS FOR AN
 NH0486'ABANDONED WATER TANK, 61 FEET EAST OF THE EAST RAIL OF THE MAIN
 NH0486'TRACK OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 84.4 FEET
 NH0486'SOUTH OF THE SOUTHWEST CORNER OF A BRICK BUILDING, AND ABOUT
 NH0486'1 FOOT ABOVE THE LEVEL OF THE TRACK.  SEC 23, T 42 N, R 1 E.
 NH0486
 NH0486                          STATION RECOVERY (1987)
 NH0486
 NH0486'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0486'RECOVERED IN GOOD CONDITION.
 NH0486
 NH0486                          STATION RECOVERY (1996)
 NH0486
 NH0486'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0486'MARK NOT FOUND.
 NH0486
 NH0486                          STATION RECOVERY (2001)
 NH0486
 NH0486'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0486'WATER TANK GONE. DISK AND PIN MISSING FROM PARTIALLY DESTROYED
 NH0486'FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0058 ***********************************************************************
 NH0058  DESIGNATION -  A 132
 NH0058  PID         -  NH0058
 NH0058  STATE/COUNTY-  IL/KANE
 NH0058  USGS QUAD   -  ELGIN (1992)
 NH0058
 NH0058                         *CURRENT SURVEY CONTROL
 NH0058  ___________________________________________________________________
 NH0058* NAD 83(1986)-  42 04 03.     (N)    088 17 04.     (W)     SCALED    
 NH0058* NAVD 88     -       237.961  (meters)     780.71   (feet)  ADJUSTED  
 NH0058  ___________________________________________________________________
 NH0058  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NH0058  DYNAMIC HT  -         237.879 (meters)     780.44  (feet)  COMP
 NH0058  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 NH0058
 NH0058  VERT ORDER  -  FIRST     CLASS II
 NH0058
 NH0058.The horizontal coordinates were scaled from a topographic map and have
 NH0058.an estimated accuracy of +/- 6 seconds.
 NH0058
 NH0058.The orthometric height was determined by differential leveling
 NH0058.and adjusted by the National Geodetic Survey in June 1991..
 NH0058
 NH0058.The geoid height was determined by GEOID03.
 NH0058
 NH0058.The dynamic height is computed by dividing the NAVD 88
 NH0058.geopotential number by the normal gravity value computed on the
 NH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0058.degrees latitude (g = 980.6199 gals.).
 NH0058
 NH0058.The modeled gravity was interpolated from observed gravity values.
 NH0058
 NH0058;                    North         East    Units  Estimated Accuracy
 NH0058;SPC IL E     -   599,600.      304,050.      MT  (+/- 180 meters Scaled)
 NH0058
 NH0058                          SUPERSEDED SURVEY CONTROL
 NH0058
 NH0058  NGVD 29 (??/??/92)  238.040  (m)          780.97   (f) ADJ UNCH    1 2
 NH0058
 NH0058.Superseded values are not recommended for survey control.
 NH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0058.See file dsdata.txt to determine how the superseded data were derived.
 NH0058
 NH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM937580(NAD 83)
 NH0058_MARKER: DB = BENCH MARK DISK
 NH0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0058_STAMPING: A 132 1947
 NH0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0058+STABILITY: SURFACE MOTION
 NH0058
 NH0058  HISTORY     - Date     Condition        Report By
 NH0058  HISTORY     - 1947     MONUMENTED       CGS
 NH0058  HISTORY     - 1962     GOOD             USGS
 NH0058  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH0058  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH0058
 NH0058                          STATION DESCRIPTION
 NH0058
 NH0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NH0058'2.6 MI NE FROM ELGIN.
 NH0058'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 31 FROM ITS INTERSECTION
 NH0058'WITH U.S. HIGHWAY 20 AT ELGIN, THENCE ABOUT 0.3 MILE EAST ALONG
 NH0058'A GRAVEL ROAD, AT THE ELGIN AIRPORT, SET VERTICALLY IN THE WEST
 NH0058'FACE OF THE CONCRETE FOUNDATION OF THE HANGAR, DIRECTLY INSIDE
 NH0058'THE DOOR TO THE WEST ENTRANCE, 21 FEET SOUTH OF THE NORTHWEST
 NH0058'CORNER OF THE HANGAR, 20 FEET NORTH OF THE SOUTHWEST CORNER
 NH0058'OF THE HANGAR, AND 0.3 FOOT ABOVE THE GROUND.  NOTE-- LOBBY OR
 NH0058'STORM ENTRANCE HAS BEEN BUILT AT THE WEST ENTRANCE TO THE HANGAR.
 NH0058'A CONCRETE FLOOR HAS BEEN POURED IN THE ENTRANCE WAY BUT THE
 NH0058'MARK HAS BEEN LEFT IN THE CLEAR.
 NH0058
 NH0058                          STATION RECOVERY (1962)
 NH0058
 NH0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NH0058'RECOVERED IN GOOD CONDITION.
 NH0058
 NH0058                          STATION RECOVERY (1989)
 NH0058
 NH0058'RECOVERY NOTE BY US POWER SQUADRON 1989 (EPC)
 NH0058'MARK NOT FOUND.
 NH0058
 NH0058                          STATION RECOVERY (1998)
 NH0058
 NH0058'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1686 ***********************************************************************
 ME1686  DESIGNATION -  A 133 RESET 1969
 ME1686  PID         -  ME1686
 ME1686  STATE/COUNTY-  IL/DU PAGE
 ME1686  USGS QUAD   -  ELMHURST (1997)
 ME1686
 ME1686                         *CURRENT SURVEY CONTROL
 ME1686  ___________________________________________________________________
 ME1686* NAD 83(1986)-  41 55 26.     (N)    087 57 56.     (W)     SCALED    
 ME1686* NAVD 88     -       214.98   (meters)     705.3    (feet)  RESET     
 ME1686  ___________________________________________________________________
 ME1686  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME1686
 ME1686  VERT ORDER  -  THIRD
 ME1686
 ME1686.The horizontal coordinates were scaled from a topographic map and have
 ME1686.an estimated accuracy of +/- 6 seconds.
 ME1686
 ME1686.The orthometric height was computed from unverified reset data.
 ME1686.No vertical observational check was made to the station.
 ME1686
 ME1686.The geoid height was determined by GEOID03.
 ME1686
 ME1686;                    North         East    Units  Estimated Accuracy
 ME1686;SPC IL E     -   583,710.      330,510.      MT  (+/- 180 meters Scaled)
 ME1686
 ME1686                          SUPERSEDED SURVEY CONTROL
 ME1686
 ME1686  NGVD 29 (??/??/??)  215.07   (m)          705.6    (f) RESET       3  
 ME1686
 ME1686.Superseded values are not recommended for survey control.
 ME1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1686.See file dsdata.txt to determine how the superseded data were derived.
 ME1686
 ME1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM199417(NAD 83)
 ME1686_MARKER: DB = BENCH MARK DISK
 ME1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1686_STAMPING: A 133 RESET 1969
 ME1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1686+STABILITY: SURFACE MOTION
 ME1686
 ME1686  HISTORY     - Date     Condition        Report By
 ME1686  HISTORY     - 1969     MONUMENTED       CGS
 ME1686  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1686  HISTORY     - 19891014 MARK NOT FOUND   USPSQD
 ME1686  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 ME1686
 ME1686                          STATION DESCRIPTION
 ME1686
 ME1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME1686'3.6 MI SE FROM WOODDALE.
 ME1686'ABOUT 1 MILE EAST ALONG IRVING PARK ROAD FROM THE POST OFFICE,
 ME1686'AT WOODDALE, THENCE 2.65 MILES SOUTH ALONG STATE HIGHWAY 83
 ME1686'TO THE JUNCTION OF U.S. HIGHWAY 20 AND THE MARK ON THE LEFT,
 ME1686'ABOUT 300 FEET EAST OF THE CENTERLINE OF HIGHWAY 83, 100 FEET
 ME1686'NORTH OF THE CENTERLINE OF HIGHWAY 20, 1 FOOT EAST OF A METAL
 ME1686'WITNESS POST AND AT HIGHWAY STATION 53 + 55.17.  SET IN THE
 ME1686'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 ME1686
 ME1686                          STATION RECOVERY (1977)
 ME1686
 ME1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1686'MARK NOT FOUND.
 ME1686
 ME1686                          STATION RECOVERY (1989)
 ME1686
 ME1686'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1686'MARK NOT FOUND.
 ME1686
 ME1686                          STATION RECOVERY (1996)
 ME1686
 ME1686'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME1686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1642 ***********************************************************************
 ME1642  DESIGNATION -  A 134
 ME1642  PID         -  ME1642
 ME1642  STATE/COUNTY-  IL/COOK
 ME1642  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1642
 ME1642                         *CURRENT SURVEY CONTROL
 ME1642  ___________________________________________________________________
 ME1642* NAD 83(1986)-  41 54 33.     (N)    087 44 44.     (W)     SCALED    
 ME1642* NAVD 88     -       186.676  (meters)     612.45   (feet)  ADJUSTED  
 ME1642  ___________________________________________________________________
 ME1642  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1642  DYNAMIC HT  -         186.613 (meters)     612.25  (feet)  COMP
 ME1642  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 ME1642
 ME1642  VERT ORDER  -  FIRST     CLASS I
 ME1642
 ME1642.The horizontal coordinates were scaled from a topographic map and have
 ME1642.an estimated accuracy of +/- 6 seconds.
 ME1642
 ME1642.The orthometric height was determined by differential leveling
 ME1642.and adjusted by the National Geodetic Survey in June 1991..
 ME1642.WARNING-Repeat measurements at this control monument indicate possible
 ME1642.vertical movement.
 ME1642
 ME1642.The geoid height was determined by GEOID03.
 ME1642
 ME1642.The dynamic height is computed by dividing the NAVD 88
 ME1642.geopotential number by the normal gravity value computed on the
 ME1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1642.degrees latitude (g = 980.6199 gals.).
 ME1642
 ME1642.The modeled gravity was interpolated from observed gravity values.
 ME1642
 ME1642;                    North         East    Units  Estimated Accuracy
 ME1642;SPC IL E     -   582,180.      348,770.      MT  (+/- 180 meters Scaled)
 ME1642
 ME1642                          SUPERSEDED SURVEY CONTROL
 ME1642
 ME1642  NGVD 29 (??/??/92)  186.759  (m)          612.73   (f) ADJ UNCH    1 1
 ME1642
 ME1642.Superseded values are not recommended for survey control.
 ME1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1642.See file dsdata.txt to determine how the superseded data were derived.
 ME1642
 ME1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM381399(NAD 83)
 ME1642_MARKER: DB = BENCH MARK DISK
 ME1642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1642_SP_SET: FOUNDATION
 ME1642_STAMPING: A 134 1947
 ME1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1642
 ME1642  HISTORY     - Date     Condition        Report By
 ME1642  HISTORY     - 1947     MONUMENTED       CGS
 ME1642  HISTORY     - 1969     GOOD             NGS
 ME1642  HISTORY     - 1971     GOOD             NGS
 ME1642  HISTORY     - 1977     GOOD             NGS
 ME1642  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1642  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1642  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1642
 ME1642                          STATION DESCRIPTION
 ME1642
 ME1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1642'9.2 MI NW FROM CHICAGO.
 ME1642'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1642'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG
 ME1642'LAKE SHORE DRIVE, THENCE 6.2 MILES WEST ALONG W. NORTH AVENUE,
 ME1642'12 FEET SOUTH OF THE SOUTH CURB OF W. NORTH AVENUE, 68 FEET
 ME1642'WEST OF THE WEST CURB OF CICERO AVENUE, SET VERTICALLY IN THE
 ME1642'NORTH FACE OF THE FOUNDATION FOR THE CITY TRANSIT AUTHORITY
 ME1642'BUILDING, 34 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 ME1642'ABOUT 1 FOOT ABOVE THE LEVEL OF THE SIDEWALK, AND ABOUT 2 FEET
 ME1642'ABOVE THE LEVEL OF THE AVENUE.
 ME1642
 ME1642                          STATION RECOVERY (1971)
 ME1642
 ME1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1642'RECOVERED IN GOOD CONDITION.
 ME1642
 ME1642                          STATION RECOVERY (1977)
 ME1642
 ME1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1642'RECOVERED IN GOOD CONDITION.
 ME1642
 ME1642                          STATION RECOVERY (1987)
 ME1642
 ME1642'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1642'MARK NOT FOUND.
 ME1642
 ME1642                          STATION RECOVERY (1987)
 ME1642
 ME1642'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1642'MARK NOT FOUND.
 ME1642
 ME1642                          STATION RECOVERY (1989)
 ME1642
 ME1642'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1625 ***********************************************************************
 ME1625  DESIGNATION -  A 135
 ME1625  PID         -  ME1625
 ME1625  STATE/COUNTY-  IL/COOK
 ME1625  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1625
 ME1625                         *CURRENT SURVEY CONTROL
 ME1625  ___________________________________________________________________
 ME1625* NAD 83(1986)-  41 54 14.     (N)    087 37 30.     (W)     SCALED    
 ME1625* NAVD 88     -       179.527  (meters)     589.00   (feet)  ADJUSTED  
 ME1625  ___________________________________________________________________
 ME1625  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME1625  DYNAMIC HT  -         179.466 (meters)     588.80  (feet)  COMP
 ME1625  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 ME1625
 ME1625  VERT ORDER  -  FIRST     CLASS 0
 ME1625
 ME1625.The horizontal coordinates were scaled from a topographic map and have
 ME1625.an estimated accuracy of +/- 6 seconds.
 ME1625
 ME1625.The orthometric height was determined by differential leveling
 ME1625.and adjusted by the National Geodetic Survey in June 1991..
 ME1625.WARNING-Repeat measurements at this control monument indicate possible
 ME1625.vertical movement.
 ME1625
 ME1625.The geoid height was determined by GEOID03.
 ME1625
 ME1625.The dynamic height is computed by dividing the NAVD 88
 ME1625.geopotential number by the normal gravity value computed on the
 ME1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1625.degrees latitude (g = 980.6199 gals.).
 ME1625
 ME1625.The modeled gravity was interpolated from observed gravity values.
 ME1625
 ME1625;                    North         East    Units  Estimated Accuracy
 ME1625;SPC IL E     -   581,670.      358,770.      MT  (+/- 180 meters Scaled)
 ME1625
 ME1625                          SUPERSEDED SURVEY CONTROL
 ME1625
 ME1625  NGVD 29 (??/??/92)  179.609  (m)          589.27   (f) ADJ UNCH    1 0
 ME1625
 ME1625.Superseded values are not recommended for survey control.
 ME1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1625.See file dsdata.txt to determine how the superseded data were derived.
 ME1625
 ME1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM481392(NAD 83)
 ME1625_MARKER: DB = BENCH MARK DISK
 ME1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1625_SP_SET: CONCRETE BANISTER
 ME1625_STAMPING: A 135 1947
 ME1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1625
 ME1625  HISTORY     - Date     Condition        Report By
 ME1625  HISTORY     - 1947     MONUMENTED       CGS
 ME1625  HISTORY     - 1969     GOOD             NGS
 ME1625  HISTORY     - 1971     GOOD             NGS
 ME1625  HISTORY     - 1973     GOOD             NGS
 ME1625  HISTORY     - 1977     GOOD             NGS
 ME1625  HISTORY     - 1987     GOOD             USPSQD
 ME1625  HISTORY     - 1989     GOOD             USPSQD
 ME1625  HISTORY     - 1989     GOOD             USPSQD
 ME1625
 ME1625                          STATION DESCRIPTION
 ME1625
 ME1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1625'2.6 MI N FROM CHICAGO.
 ME1625'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1625'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.2 MILE NORTH ALONG
 ME1625'LAKE SHORE DRIVE, 30 1/2 FEET EAST OF THE SOUTHEAST CORNER OF
 ME1625'THE APARTMENT BUILDING THAT IS LOCATED AT 1200 LAKE SHORE DRIVE,
 ME1625'SET VERTICALLY IN THE NORTH FACE OF THE NORTH CONCRETE BANISTER
 ME1625'AT THE WEST ENTRANCE OF A PEDESTRIAN SUBWAY UNDER LAKE SHORE
 ME1625'DRIVE, 13 FEET WEST OF THE WEST CURB OF THE DRIVE, 23 FEET NORTH
 ME1625'OF THE NORTH CURB OF E. DIVISION STREET, AND ABOUT 1 FOOT
 ME1625'ABOVE THE LEVEL OF THE SIDEWALK.
 ME1625
 ME1625                          STATION RECOVERY (1971)
 ME1625
 ME1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1625'RECOVERED IN GOOD CONDITION.
 ME1625
 ME1625                          STATION RECOVERY (1973)
 ME1625
 ME1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1625'2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS CENTRAL
 ME1625'RAILROAD STATION IN CHICAGO, THENCE 0.2 MILE NORTH ALONG LAKE SHORE
 ME1625'DRIVE, 30.5 FEET EAST OF THE SOUTHEAST CORNER OF APARTMENT BUILDING
 ME1625'LOCATED AT 1200 LAKE SHORE DRIVE, 23 FEET NORTH OF NORTH CURB OF EAST
 ME1625'DIVISION STREET, 13 FEET WEST OF WEST CURB OF LAKE SHORE DRIVE SET
 ME1625'VERTICALLY IN WEST FACE OF WEST ENTRANCE TO PEDESTRIAN SUBWAY UNDER
 ME1625'LAKE SHORE DRIVE ABOUT 1 FOOT ABOVE LEVEL OF SIDEWALK.  SEC 3, T 14E,
 ME1625'R 39N.
 ME1625
 ME1625                          STATION RECOVERY (1977)
 ME1625
 ME1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1625'RECOVERED IN GOOD CONDITION.
 ME1625
 ME1625                          STATION RECOVERY (1987)
 ME1625
 ME1625'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1625'RECOVERED IN GOOD CONDITION.
 ME1625
 ME1625                          STATION RECOVERY (1989)
 ME1625
 ME1625'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1625'RECOVERED IN GOOD CONDITION.
 ME1625
 ME1625                          STATION RECOVERY (1989)
 ME1625
 ME1625'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1792 ***********************************************************************
 ME1792  DESIGNATION -  A 136
 ME1792  PID         -  ME1792
 ME1792  STATE/COUNTY-  IL/COOK
 ME1792  USGS QUAD   -  ENGLEWOOD (1997)
 ME1792
 ME1792                         *CURRENT SURVEY CONTROL
 ME1792  ___________________________________________________________________
 ME1792* NAD 83(1986)-  41 47 59.     (N)    087 44 12.     (W)     SCALED    
 ME1792* NAVD 88     -       183.499  (meters)     602.03   (feet)  ADJUSTED  
 ME1792  ___________________________________________________________________
 ME1792  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME1792  DYNAMIC HT  -         183.435 (meters)     601.82  (feet)  COMP
 ME1792  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 ME1792
 ME1792  VERT ORDER  -  FIRST     CLASS II
 ME1792
 ME1792.The horizontal coordinates were scaled from a topographic map and have
 ME1792.an estimated accuracy of +/- 6 seconds.
 ME1792
 ME1792.The orthometric height was determined by differential leveling
 ME1792.and adjusted by the National Geodetic Survey in June 1991..
 ME1792
 ME1792.The geoid height was determined by GEOID03.
 ME1792
 ME1792.The dynamic height is computed by dividing the NAVD 88
 ME1792.geopotential number by the normal gravity value computed on the
 ME1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1792.degrees latitude (g = 980.6199 gals.).
 ME1792
 ME1792.The modeled gravity was interpolated from observed gravity values.
 ME1792
 ME1792;                    North         East    Units  Estimated Accuracy
 ME1792;SPC IL E     -   570,030.      349,590.      MT  (+/- 180 meters Scaled)
 ME1792
 ME1792                          SUPERSEDED SURVEY CONTROL
 ME1792
 ME1792  NGVD 29 (??/??/92)  183.584  (m)          602.31   (f) ADJ UNCH    1 2
 ME1792
 ME1792.Superseded values are not recommended for survey control.
 ME1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1792.See file dsdata.txt to determine how the superseded data were derived.
 ME1792
 ME1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM388278(NAD 83)
 ME1792_MARKER: DB = BENCH MARK DISK
 ME1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1792_SP_SET: FOUNDATION
 ME1792_STAMPING: A 136 1947
 ME1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1792
 ME1792  HISTORY     - Date     Condition        Report By
 ME1792  HISTORY     - 1947     MONUMENTED       CGS
 ME1792  HISTORY     - 1977     GOOD             NGS
 ME1792  HISTORY     - 19870601 GOOD             USPSQD
 ME1792  HISTORY     - 1989     GOOD             USPSQD
 ME1792  HISTORY     - 1989     GOOD             USPSQD
 ME1792
 ME1792                          STATION DESCRIPTION
 ME1792
 ME1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1792'AT CHICAGO.
 ME1792'AT CHICAGO, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SOUTH
 ME1792'ARCHER AVENUE AND SOUTH KOLMAR AVENUE, SET VERTICALLY IN THE
 ME1792'SOUTHEAST FACE OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION
 ME1792'OF THE ARCHER AVENUE AUTO PARTS BUILDING AT 5244 ARCHER AVENUE,
 ME1792'9.5 FEET NORTHWEST OF THE NORTHWEST CURB OF ARCHER AVENUE, 1
 ME1792'FOOT NORTHEAST OF THE SOUTH CORNER OF THE BUILDING AND 6 INCHES
 ME1792'ABOVE THE SIDE WALK.
 ME1792
 ME1792                          STATION RECOVERY (1977)
 ME1792
 ME1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1792'RECOVERED IN GOOD CONDITION.
 ME1792
 ME1792                          STATION RECOVERY (1987)
 ME1792
 ME1792'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1792'RECOVERED IN GOOD CONDITION.
 ME1792
 ME1792                          STATION RECOVERY (1989)
 ME1792
 ME1792'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1792'RECOVERED IN GOOD CONDITION.
 ME1792
 ME1792                          STATION RECOVERY (1989)
 ME1792
 ME1792'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1886 ***********************************************************************
 ME1886  DESIGNATION -  A 137
 ME1886  PID         -  ME1886
 ME1886  STATE/COUNTY-  IL/COOK
 ME1886  USGS QUAD   -  ENGLEWOOD (1997)
 ME1886
 ME1886                         *CURRENT SURVEY CONTROL
 ME1886  ___________________________________________________________________
 ME1886* NAD 83(1986)-  41 47 38.     (N)    087 37 43.     (W)     SCALED    
 ME1886* NAVD 88     -       184.710  (meters)     606.00   (feet)  ADJUSTED  
 ME1886  ___________________________________________________________________
 ME1886  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1886  DYNAMIC HT  -         184.646 (meters)     605.79  (feet)  COMP
 ME1886  MODELED GRAV-     980,272.0   (mgal)                       NAVD 88
 ME1886
 ME1886  VERT ORDER  -  FIRST     CLASS I
 ME1886
 ME1886.The horizontal coordinates were scaled from a topographic map and have
 ME1886.an estimated accuracy of +/- 6 seconds.
 ME1886
 ME1886.The orthometric height was determined by differential leveling
 ME1886.and adjusted by the National Geodetic Survey in April 1995..
 ME1886
 ME1886.The geoid height was determined by GEOID03.
 ME1886
 ME1886.The dynamic height is computed by dividing the NAVD 88
 ME1886.geopotential number by the normal gravity value computed on the
 ME1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1886.degrees latitude (g = 980.6199 gals.).
 ME1886
 ME1886.The modeled gravity was interpolated from observed gravity values.
 ME1886
 ME1886;                    North         East    Units  Estimated Accuracy
 ME1886;SPC IL E     -   569,450.      358,570.      MT  (+/- 180 meters Scaled)
 ME1886
 ME1886                          SUPERSEDED SURVEY CONTROL
 ME1886
 ME1886  NAVD 88 (06/15/91)  184.711  (m)          606.01   (f) UNKNOWN     1 1
 ME1886  NGVD 29 (01/19/93)  184.803  (m)          606.31   (f) ADJUSTED    1 1
 ME1886
 ME1886.Superseded values are not recommended for survey control.
 ME1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1886.See file dsdata.txt to determine how the superseded data were derived.
 ME1886
 ME1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM477270(NAD 83)
 ME1886_MARKER: DB = BENCH MARK DISK
 ME1886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1886_SP_SET: RETAINING WALL
 ME1886_STAMPING: A 137 1947
 ME1886_MARK LOGO: CGS   
 ME1886_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1886+STABILITY: SURFACE MOTION
 ME1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1886+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1886
 ME1886  HISTORY     - Date     Condition        Report By
 ME1886  HISTORY     - 1947     MONUMENTED       CGS
 ME1886  HISTORY     - 1968     GOOD             NGS
 ME1886  HISTORY     - 1977     GOOD             NGS
 ME1886  HISTORY     - 19920805 GOOD             NGS
 ME1886
 ME1886                          STATION DESCRIPTION
 ME1886
 ME1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1886'AT CHICAGO.
 ME1886'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, NEAR THE WEST
 ME1886'GARFIELD BLVD OVERPASS, SET ON THE TOP OF THE NORTH END OF THE
 ME1886'STONE RETAINING WALL ALONG THE EAST SIDE OF THE TRACKS AND NEAR
 ME1886'THE SOUTH END OF THE OVERPASS, 14.5 FEET WEST OF THE SOUTH
 ME1886'STONE ABUTMENT OF THE OVERPASS AND 3 FEET BELOW THE LEVEL OF THE
 ME1886'TRACK.
 ME1886
 ME1886                          STATION RECOVERY (1977)
 ME1886
 ME1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1886'RECOVERED IN GOOD CONDITION.
 ME1886
 ME1886                          STATION RECOVERY (1992)
 ME1886
 ME1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1886'IN CHICAGO, AT THE INTERSECTION OF THE METRO-METROPOLITAN RAILROAD AND
 ME1886'WEST GARFIELD BOULEVARD, IN TOP OF AND 1.0 M (3.3 FT) SOUTH OF THE
 ME1886'NORTH END OF THE WEST STONE RETAINING WALL OF THE RAILROAD OVERPASS
 ME1886'OF THE BOULEVARD, 12.4 M (40.7 FT) SOUTH OF THE CENTER OF THE
 ME1886'EASTBOUND LANES OF THE BOULEVARD, 8.7 M (28.5 FT) WEST OF THE NEAR
 ME1886'RAIL, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1838 ***********************************************************************
 ME1838  DESIGNATION -  A 138
 ME1838  PID         -  ME1838
 ME1838  STATE/COUNTY-  IL/COOK
 ME1838  USGS QUAD   -  BLUE ISLAND (1997)
 ME1838
 ME1838                         *CURRENT SURVEY CONTROL
 ME1838  ___________________________________________________________________
 ME1838* NAD 83(1986)-  41 38 59.     (N)    087 41 23.     (W)     SCALED    
 ME1838* NAVD 88     -       181.772  (meters)     596.36   (feet)  ADJUSTED  
 ME1838  ___________________________________________________________________
 ME1838  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME1838  DYNAMIC HT  -         181.706 (meters)     596.15  (feet)  COMP
 ME1838  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 ME1838
 ME1838  VERT ORDER  -  FIRST     CLASS II
 ME1838
 ME1838.The horizontal coordinates were scaled from a topographic map and have
 ME1838.an estimated accuracy of +/- 6 seconds.
 ME1838
 ME1838.The orthometric height was determined by differential leveling
 ME1838.and adjusted by the National Geodetic Survey in June 1991..
 ME1838
 ME1838.The geoid height was determined by GEOID03.
 ME1838
 ME1838.The dynamic height is computed by dividing the NAVD 88
 ME1838.geopotential number by the normal gravity value computed on the
 ME1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1838.degrees latitude (g = 980.6199 gals.).
 ME1838
 ME1838.The modeled gravity was interpolated from observed gravity values.
 ME1838
 ME1838;                    North         East    Units  Estimated Accuracy
 ME1838;SPC IL E     -   553,400.      353,610.      MT  (+/- 180 meters Scaled)
 ME1838
 ME1838                          SUPERSEDED SURVEY CONTROL
 ME1838
 ME1838  NGVD 29 (??/??/92)  181.869  (m)          596.68   (f) ADJ UNCH    1 2
 ME1838
 ME1838.Superseded values are not recommended for survey control.
 ME1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1838.See file dsdata.txt to determine how the superseded data were derived.
 ME1838
 ME1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM425111(NAD 83)
 ME1838_MARKER: DB = BENCH MARK DISK
 ME1838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1838_SP_SET: FOUNDATION
 ME1838_STAMPING: A 138 1947
 ME1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1838
 ME1838  HISTORY     - Date     Condition        Report By
 ME1838  HISTORY     - 1947     MONUMENTED       CGS
 ME1838  HISTORY     - 1971     GOOD             NGS
 ME1838  HISTORY     - 1977     GOOD             NGS
 ME1838
 ME1838                          STATION DESCRIPTION
 ME1838
 ME1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1838'0.2 MI W FROM BLUE ISLAND.
 ME1838'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 83 FROM THE GRAND TRUNK
 ME1838'AND WESTERN RAILROAD STATION AT BLUE ISLAND, SET VERTICALLY IN
 ME1838'THE NORTH FACE OF THE CONCRETE FOUNDATION OF THE NORTHWEST CORNER
 ME1838'OF BERTS TAVERN AT 2801 WEST BROADWAY, 1 FOOT EAST OF THE
 ME1838'NORTHWEST CORNER AND ABOUT 1 FOOT ABOVE THE SIDE WALK.
 ME1838
 ME1838                          STATION RECOVERY (1971)
 ME1838
 ME1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1838'RECOVERED IN GOOD CONDITION.
 ME1838
 ME1838                          STATION RECOVERY (1977)
 ME1838
 ME1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1772 ***********************************************************************
 ME1772  DESIGNATION -  A 139 RESET 1949
 ME1772  PID         -  ME1772
 ME1772  STATE/COUNTY-  IL/COOK
 ME1772  USGS QUAD   -  BERWYN (1993)
 ME1772
 ME1772                         *CURRENT SURVEY CONTROL
 ME1772  ___________________________________________________________________
 ME1772* NAD 83(1986)-  41 45 44.     (N)    087 49 29.     (W)     SCALED    
 ME1772* NAVD 88     -       187.06   (meters)     613.7    (feet)  RESET     
 ME1772  ___________________________________________________________________
 ME1772  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 ME1772
 ME1772  VERT ORDER  -  THIRD
 ME1772
 ME1772.The horizontal coordinates were scaled from a topographic map and have
 ME1772.an estimated accuracy of +/- 6 seconds.
 ME1772
 ME1772.The orthometric height was computed from unverified reset data.
 ME1772.No vertical observational check was made to the station.
 ME1772
 ME1772.The geoid height was determined by GEOID03.
 ME1772
 ME1772;                    North         East    Units  Estimated Accuracy
 ME1772;SPC IL E     -   565,820.      342,290.      MT  (+/- 180 meters Scaled)
 ME1772
 ME1772                          SUPERSEDED SURVEY CONTROL
 ME1772
 ME1772  NGVD 29 (??/??/??)  187.15   (m)          614.0    (f) RESET       3  
 ME1772
 ME1772.Superseded values are not recommended for survey control.
 ME1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1772.See file dsdata.txt to determine how the superseded data were derived.
 ME1772
 ME1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM314237(NAD 83)
 ME1772_MARKER: DB = BENCH MARK DISK
 ME1772_SETTING: 0 = UNSPECIFIED SETTING
 ME1772_STAMPING: A 139 RESET 1949
 ME1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1772
 ME1772  HISTORY     - Date     Condition        Report By
 ME1772  HISTORY     - 1949     MONUMENTED       IL-031
 ME1772  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1772  HISTORY     - 19870701 MARK NOT FOUND   USPSQD
 ME1772  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 ME1772  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 ME1772
 ME1772                          STATION DESCRIPTION
 ME1772
 ME1772'DESCRIBED BY COOK COUNTY ILLINOIS 1949
 ME1772'2.1 MI SW FROM SUMMIT.
 ME1772'ABOUT 2.1 MILES SOUTHWEST ALONG ARCHER AVENUE (STATE HIGHWAY 4A)
 ME1772'FROM THE PUBLIC SCHOOL AT SUMMIT, ON THE SOUTHEAST HIGHWAY
 ME1772'RIGHT-OF-WAY ALONG A LINE OF TELEPHONE POLES, RIGHT AT THE
 ME1772'NORTHEAST CITY LIMITS OF THE VILLAGE OF JUSTICE, 63.5 FEET EAST
 ME1772'OF THE NORTHEAST CORNER OF A COMBINATION BRICK WALL AND IRON
 ME1772'GRILLE FENCE, 31 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 ME1772'HIGHWAY 4A AND 16 FEET NORTHWEST OF A FENCE LINE.
 ME1772
 ME1772                          STATION RECOVERY (1977)
 ME1772
 ME1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1772'MARK NOT FOUND.
 ME1772
 ME1772                          STATION RECOVERY (1987)
 ME1772
 ME1772'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1772'MARK NOT FOUND.
 ME1772
 ME1772                          STATION RECOVERY (1997)
 ME1772
 ME1772'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME1772'MARK NOT FOUND.
 ME1772
 ME1772                          STATION RECOVERY (2006)
 ME1772
 ME1772'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 ME1772'MARK PROBABLY DESTROYED DUE TO ROAD REPAIRS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0006 ***********************************************************************
 KC0006  CBN         -  This is a Cooperative Base Network Control Station.
 KC0006  DESIGNATION -  A 14
 KC0006  PID         -  KC0006
 KC0006  STATE/COUNTY-  IL/MORGAN
 KC0006  USGS QUAD   -  ALEXANDER (1983)
 KC0006
 KC0006                         *CURRENT SURVEY CONTROL
 KC0006  ___________________________________________________________________
 KC0006* NAD 83(1997)-  39 43 25.97297(N)    090 06 09.64259(W)     ADJUSTED  
 KC0006* NAVD 88     -       196.078  (meters)     643.30   (feet)  ADJUSTED  
 KC0006  ___________________________________________________________________
 KC0006  X           -      -8,803.548 (meters)                     COMP
 KC0006  Y           -  -4,912,475.511 (meters)                     COMP
 KC0006  Z           -   4,054,557.390 (meters)                     COMP
 KC0006  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 KC0006  ELLIP HEIGHT-         163.67  (meters)          (09/15/03) GPS OBS
 KC0006  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KC0006  DYNAMIC HT  -         195.970 (meters)     642.94  (feet)  COMP
 KC0006  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 KC0006
 KC0006  HORZ ORDER  -  A
 KC0006  VERT ORDER  -  FIRST     CLASS II
 KC0006  ELLP ORDER  -  FOURTH    CLASS I
 KC0006
 KC0006.The horizontal coordinates were established by GPS observations
 KC0006.and adjusted by the National Geodetic Survey in September 2003..
 KC0006
 KC0006.The orthometric height was determined by differential leveling
 KC0006.and adjusted by the National Geodetic Survey in June 1991..
 KC0006
 KC0006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0006
 KC0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0006
 KC0006.The ellipsoidal height was determined by GPS observations
 KC0006.and is referenced to NAD 83.
 KC0006
 KC0006.The geoid height was determined by GEOID03.
 KC0006
 KC0006.The dynamic height is computed by dividing the NAVD 88
 KC0006.geopotential number by the normal gravity value computed on the
 KC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0006.degrees latitude (g = 980.6199 gals.).
 KC0006
 KC0006.The modeled gravity was interpolated from observed gravity values.
 KC0006
 KC0006;                    North         East     Units Scale Factor Converg.
 KC0006;SPC IL W     -   339,333.561   705,485.819   MT  0.99994155   +0 02 27.2
 KC0006;SPC IL W     - 1,113,296.86  2,314,581.39   sFT  0.99994155   +0 02 27.2
 KC0006;UTM  15      - 4,401,126.001   748,327.344   MT  1.00035927   +1 51 09.3
 KC0006
 KC0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0006!SPC IL W     -   0.99997432  x   0.99994155  =   0.99991588
 KC0006!UTM  15      -   0.99997432  x   1.00035927  =   1.00033358
 KC0006
 KC0006                          SUPERSEDED SURVEY CONTROL
 KC0006
 KC0006  NAVD 88 (09/15/03)  196.08   (m)          643.3    (f) LEVELING    3  
 KC0006  NGVD 29 (??/??/92)  196.200  (m)          643.70   (f) ADJ UNCH    1 2
 KC0006
 KC0006.Superseded values are not recommended for survey control.
 KC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0006.See file dsdata.txt to determine how the superseded data were derived.
 KC0006
 KC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE4832701126(NAD 83)
 KC0006_MARKER: DB = BENCH MARK DISK
 KC0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0006_STAMPING: A 14 1933
 KC0006_MARK LOGO: CGS   
 KC0006_PROJECTION: PROJECTING 2 CENTIMETERS
 KC0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0006+STABILITY: SURFACE MOTION
 KC0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0006+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 KC0006
 KC0006  HISTORY     - Date     Condition        Report By
 KC0006  HISTORY     - 1933     MONUMENTED       CGS
 KC0006  HISTORY     - 20020819 GOOD             NGS
 KC0006  HISTORY     - 20040119 GOOD             WOOLPT
 KC0006
 KC0006                          STATION DESCRIPTION
 KC0006
 KC0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0006'1.2 MI W FROM ORLEANS.
 KC0006'1.2 MILES WEST ALONG THE WABASH RAILROAD FROM ORLEANS, MORGAN
 KC0006'COUNTY, 40 POLES WEST OF MILEPOST DET 440, 30 FEET EAST OF A
 KC0006'GRADE CROSSING, 24 FEET EAST OF HIGHWAY CULVERT 10-162.48, AND 25
 KC0006'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 KC0006'STAMPED A 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KC0006
 KC0006                          STATION RECOVERY (2002)
 KC0006
 KC0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BD)
 KC0006'RECOVERED AS DESCRIBED
 KC0006'
 KC0006
 KC0006                          STATION RECOVERY (2004)
 KC0006
 KC0006'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 KC0006'THIS STATION IS LOCATED APPROXIMATELY 25.2 MI WEST OF THE CITY
 KC0006'FSPRINGFIELD, 7.8 MI NORTH-NORTHEAST OF THE COMMUNITY OF FRANKLIN,AND
 KC0006'6.65 MI EAST OF THE CITY OF JACKSONVILLE, SOUTH OF OLD 36 ANDNORTH OF
 KC0006'A RAILROAD GRADE. OWNERSHIP--STATE OF ILLINOIS.
 KC0006' 
 KC0006'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 72WITH
 KC0006'STATE HIGHWAY 123 BRIDGE OVER HIGHWAY 72, APPROXIMATELY 10MI EAST OF
 KC0006'JACKSONVILLE, GO SOUTH 0.80 MI ON HIGHWAY 123 TO THEJUNCTION OF
 KC0006'HIGHWAY 123 WITH OLD 36, TURN RIGHT AND GO WEST 3.30MI ON OLD 36 TO
 KC0006'THE STATION ON THE LEFT. THE STATION IS A STANDARD BRONZE CGS BENCH
 KC0006'MARK DISK STAMPED --A 14 1933-- SETINTO THE TOP OF A 12-INCH BY
 KC0006'12-INCH CONCRETE MONUMENT,PROJECTING 2 CM ABOVE GROUND AND
 KC0006'APPROXIMATELY 2 FEET ABOVE OLD36.
 KC0006' 
 KC0006'THE STATION IS 51.5 METERS WEST OF THE NORTH END OF A 24-INCHPIPE
 KC0006'UNDER RAILROAD, 49.8 METERS EAST-NORTHEAST OF RAILROAD MILEMETAL POST
 KC0006'145, 23.6 METERS WEST OF UTILITY POLE, 15.8 METERSEAST OF A UTILITY
 KC0006'POLE, 10.1 METERS EAST OF THE APPROXIMATE CENTERLINE OF FIELD
 KC0006'ENTRANCE, 9.9 METERS SOUTH OF THE CENTERLINEOF OLD 36, AND 8.6 METERS
 KC0006'EAST-SOUTHEAST OF THE EAST END OFCULVERT PIPE SET UNDER PREVIOUSLY
 KC0006'REFERENCED FIELD ENTRANCE.
 KC0006' 
 KC0006'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0099 ***********************************************************************
 MF0099  DESIGNATION -  A 141
 MF0099  PID         -  MF0099
 MF0099  STATE/COUNTY-  IL/WILL
 MF0099  USGS QUAD   -  JOLIET (1993)
 MF0099
 MF0099                         *CURRENT SURVEY CONTROL
 MF0099  ___________________________________________________________________
 MF0099* NAD 83(1997)-  41 34 57.26196(N)    088 04 05.69921(W)     ADJUSTED  
 MF0099* NAVD 88     -       178.060  (meters)     584.19   (feet)  ADJUSTED  
 MF0099  ___________________________________________________________________
 MF0099  X           -     161,061.829 (meters)                     COMP
 MF0099  Y           -  -4,775,289.301 (meters)                     COMP
 MF0099  Z           -   4,211,132.640 (meters)                     COMP
 MF0099  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 MF0099  ELLIP HEIGHT-         144.90  (meters)          (02/03/05) GPS OBS
 MF0099  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF0099  DYNAMIC HT  -         177.993 (meters)     583.97  (feet)  COMP
 MF0099  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 MF0099
 MF0099  HORZ ORDER  -  FIRST
 MF0099  VERT ORDER  -  FIRST     CLASS II
 MF0099  ELLP ORDER  -  FOURTH    CLASS II
 MF0099
 MF0099.The horizontal coordinates were established by GPS observations
 MF0099.and adjusted by the National Geodetic Survey in October 1999..
 MF0099
 MF0099.The orthometric height was determined by differential leveling
 MF0099.and adjusted by the National Geodetic Survey in June 1991..
 MF0099
 MF0099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0099
 MF0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0099
 MF0099.The ellipsoidal height was determined by GPS observations
 MF0099.and is referenced to NAD 83.
 MF0099
 MF0099.The geoid height was determined by GEOID03.
 MF0099
 MF0099.The dynamic height is computed by dividing the NAVD 88
 MF0099.geopotential number by the normal gravity value computed on the
 MF0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0099.degrees latitude (g = 980.6199 gals.).
 MF0099
 MF0099.The modeled gravity was interpolated from observed gravity values.
 MF0099
 MF0099;                    North         East     Units Scale Factor Converg.
 MF0099;SPC IL E     -   545,774.384   322,104.780   MT  0.99998101   +0 10 33.4
 MF0099;SPC IL E     - 1,790,594.79  1,056,772.10   sFT  0.99998101   +0 10 33.4
 MF0099;UTM  16      - 4,603,982.425   410,953.635   MT  0.99969758   -0 42 32.6
 MF0099
 MF0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0099!SPC IL E     -   0.99997727  x   0.99998101  =   0.99995828
 MF0099!UTM  16      -   0.99997727  x   0.99969758  =   0.99967486
 MF0099
 MF0099                          SUPERSEDED SURVEY CONTROL
 MF0099
 MF0099  ELLIP H (10/21/99)  144.91   (m)                       GP(       ) 4 1
 MF0099  NAD 83(1997)-  41 34 57.26199(N)    088 04 05.69934(W) AD(       ) 1
 MF0099  NAD 83(1986)-  41 34 57.26379(N)    088 04 05.71123(W) AD(       ) 1
 MF0099  NAVD 88 (09/04/97)  178.06   (m)          584.2    (f) LEVELING    3  
 MF0099  NGVD 29 (??/??/92)  178.152  (m)          584.49   (f) ADJ UNCH    1 2
 MF0099
 MF0099.Superseded values are not recommended for survey control.
 MF0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0099.See file dsdata.txt to determine how the superseded data were derived.
 MF0099
 MF0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1095403982(NAD 83)
 MF0099_MARKER: DB = BENCH MARK DISK
 MF0099_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MF0099_SP_SET: ABUTMENT
 MF0099_STAMPING: A 141 1947
 MF0099_MARK LOGO: ASCPC 
 MF0099_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MF0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0099+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 MF0099
 MF0099  HISTORY     - Date     Condition        Report By
 MF0099  HISTORY     - 1947     MONUMENTED       CGS
 MF0099  HISTORY     - 19970505 GOOD             ASCPC
 MF0099  HISTORY     - 20060313 GOOD             CAS
 MF0099
 MF0099                          STATION DESCRIPTION
 MF0099
 MF0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0099'0.9 MI SW FROM LOCKPORT.
 MF0099'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 4A FROM THE INTERSECTION
 MF0099'OF STATE HIGHWAY 7 AT LOCKPORT, THENCE ABOUT 0.4 MILE WEST ALONG
 MF0099'DIVISION STREET, AT THE DRAW BRIDGE OVER THE CHICAGO DRAINAGE
 MF0099'CANAL, SET IN THE TOP OF THE CONCRETE RETAINING WALL ALONG THE
 MF0099'EAST SIDE OF THE CANAL AT THE EAST END OF THE BRIDGE, 6 FEET
 MF0099'NORTH OF THE NORTH END OF THE EAST ABUTMENT, 21 FEET NORTH OF
 MF0099'THE CENTER LINE OF DIVISION STREET, 1.2 FEET EAST OF THE WEST
 MF0099'FACE OF THE RETAINING WALL AND ABOUT 2 FEET BELOW THE BRIDGE
 MF0099'FLOOR.
 MF0099
 MF0099                          STATION RECOVERY (1997)
 MF0099
 MF0099'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 MF0099'RECOVERY NOTE. RECOVERED IN GOOD CONDITION AS DESCRIBED IN PREVIOUS
 MF0099'DESCRIPTION.
 MF0099
 MF0099                          STATION RECOVERY (2006)
 MF0099
 MF0099'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 MF0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0073 ***********************************************************************
 MF0073  DESIGNATION -  A 142
 MF0073  PID         -  MF0073
 MF0073  STATE/COUNTY-  IL/WILL
 MF0073  USGS QUAD   -  JOLIET (1993)
 MF0073
 MF0073                         *CURRENT SURVEY CONTROL
 MF0073  ___________________________________________________________________
 MF0073* NAD 83(1997)-  41 31 27.54006(N)    088 05 53.85336(W)     ADJUSTED  
 MF0073* NAVD 88     -       197.375  (meters)     647.55   (feet)  ADJUSTED  
 MF0073  ___________________________________________________________________
 MF0073  X           -     158,700.810 (meters)                     COMP
 MF0073  Y           -  -4,779,677.120 (meters)                     COMP
 MF0073  Z           -   4,206,303.487 (meters)                     COMP
 MF0073  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 MF0073  ELLIP HEIGHT-         164.27  (meters)          (02/03/05) GPS OBS
 MF0073  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MF0073  DYNAMIC HT  -         197.300 (meters)     647.31  (feet)  COMP
 MF0073  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 MF0073
 MF0073  HORZ ORDER  -  FIRST
 MF0073  VERT ORDER  -  FIRST     CLASS II
 MF0073  ELLP ORDER  -  FOURTH    CLASS II
 MF0073
 MF0073.The horizontal coordinates were established by GPS observations
 MF0073.and adjusted by the National Geodetic Survey in October 1999..
 MF0073
 MF0073.The orthometric height was determined by differential leveling
 MF0073.and adjusted by the National Geodetic Survey in June 1991..
 MF0073
 MF0073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0073
 MF0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0073
 MF0073.The ellipsoidal height was determined by GPS observations
 MF0073.and is referenced to NAD 83.
 MF0073
 MF0073.The geoid height was determined by GEOID03.
 MF0073
 MF0073.The dynamic height is computed by dividing the NAVD 88
 MF0073.geopotential number by the normal gravity value computed on the
 MF0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0073.degrees latitude (g = 980.6199 gals.).
 MF0073
 MF0073.The modeled gravity was interpolated from observed gravity values.
 MF0073
 MF0073;                    North         East     Units Scale Factor Converg.
 MF0073;SPC IL E     -   539,297.092   319,617.174   MT  0.99997973   +0 09 20.9
 MF0073;SPC IL E     - 1,769,343.88  1,048,610.68   sFT  0.99997973   +0 09 20.9
 MF0073;UTM  16      - 4,597,546.107   408,367.064   MT  0.99970333   -0 43 41.3
 MF0073
 MF0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0073!SPC IL E     -   0.99997423  x   0.99997973  =   0.99995397
 MF0073!UTM  16      -   0.99997423  x   0.99970333  =   0.99967757
 MF0073
 MF0073                          SUPERSEDED SURVEY CONTROL
 MF0073
 MF0073  ELLIP H (10/21/99)  164.28   (m)                       GP(       ) 4 1
 MF0073  NAD 83(1997)-  41 31 27.54008(N)    088 05 53.85351(W) AD(       ) 1
 MF0073  NAD 83(1986)-  41 31 27.54193(N)    088 05 53.86536(W) AD(       ) 1
 MF0073  NAVD 88 (09/04/97)  197.38   (m)          647.6    (f) LEVELING    3  
 MF0073  NGVD 29 (??/??/92)  197.465  (m)          647.85   (f) ADJ UNCH    1 2
 MF0073
 MF0073.Superseded values are not recommended for survey control.
 MF0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0073.See file dsdata.txt to determine how the superseded data were derived.
 MF0073
 MF0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0836797546(NAD 83)
 MF0073_MARKER: DB = BENCH MARK DISK
 MF0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0073_STAMPING: A 142 1947
 MF0073_MARK LOGO: ASCPC 
 MF0073_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MF0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0073+STABILITY: SURFACE MOTION
 MF0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0073+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 MF0073
 MF0073  HISTORY     - Date     Condition        Report By
 MF0073  HISTORY     - 1947     MONUMENTED       CGS
 MF0073  HISTORY     - 19970505 GOOD             ASCPC
 MF0073  HISTORY     - 20010410 GOOD             JCLS
 MF0073  HISTORY     - 20010418 GOOD             JCLS
 MF0073
 MF0073                          STATION DESCRIPTION
 MF0073
 MF0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0073'0.8 MI W FROM JOLIET.
 MF0073'ABOUT 0.85 MILE WEST ALONG U.S. HIGHWAY 52 FROM THE COURT
 MF0073'HOUSE AT JOLIET, AT THE JUNCTION OF WILCOX STREET, AT THE
 MF0073'NORTHWEST CORNER OF ST. PATRICKS CEMETERY, 36 FEET EAST OF
 MF0073'THE PROLONGED CENTER LINE OF WILCOX STREET, 72 FEET
 MF0073'SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF
 MF0073'BYRONS CONFECTIONERY, 30 FEET SOUTH OF THE CENTER LINE OF THE
 MF0073'HIGHWAY, 1.5 FEET NORTH OF THE FENCE AROUND THE CEMETERY, 2 FEET
 MF0073'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 MF0073'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MF0073
 MF0073                          STATION RECOVERY (1997)
 MF0073
 MF0073'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 MF0073'FROM INTERSECTION OF IL ROUTE 52 AND LARKIN AVE, EAST ON 52 (WEST
 MF0073'JEFFERSON) 1.2 MILES (1.9 KM) TO WILCOCK. RECOVERY NOTE. RECOVERED IN
 MF0073'GOOD CONDITION AS DESCRIBED IN PREVIOUS DESCRIPTION.
 MF0073
 MF0073                          STATION RECOVERY (2001)
 MF0073
 MF0073'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 MF0073'RECOVERED IN GOOD CONDITION.
 MF0073
 MF0073                          STATION RECOVERY (2001)
 MF0073
 MF0073'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 MF0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0129 ***********************************************************************
 MF0129  DESIGNATION -  A 143
 MF0129  PID         -  MF0129
 MF0129  STATE/COUNTY-  IL/GRUNDY
 MF0129  USGS QUAD   -  MINOOKA (1993)
 MF0129
 MF0129                         *CURRENT SURVEY CONTROL
 MF0129  ___________________________________________________________________
 MF0129* NAD 83(1986)-  41 25 02.     (N)    088 19 45.     (W)     SCALED    
 MF0129* NAVD 88     -       161.735  (meters)     530.63   (feet)  ADJUSTED  
 MF0129  ___________________________________________________________________
 MF0129  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF0129  DYNAMIC HT  -         161.674 (meters)     530.43  (feet)  COMP
 MF0129  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 MF0129
 MF0129  VERT ORDER  -  FIRST     CLASS II
 MF0129
 MF0129.The horizontal coordinates were scaled from a topographic map and have
 MF0129.an estimated accuracy of +/- 6 seconds.
 MF0129
 MF0129.The orthometric height was determined by differential leveling
 MF0129.and adjusted by the National Geodetic Survey in June 1991..
 MF0129
 MF0129.The geoid height was determined by GEOID03.
 MF0129
 MF0129.The dynamic height is computed by dividing the NAVD 88
 MF0129.geopotential number by the normal gravity value computed on the
 MF0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0129.degrees latitude (g = 980.6199 gals.).
 MF0129
 MF0129.The modeled gravity was interpolated from observed gravity values.
 MF0129
 MF0129;                    North         East    Units  Estimated Accuracy
 MF0129;SPC IL E     -   527,380.      300,350.      MT  (+/- 180 meters Scaled)
 MF0129
 MF0129                          SUPERSEDED SURVEY CONTROL
 MF0129
 MF0129  NGVD 29 (??/??/92)  161.818  (m)          530.90   (f) ADJ UNCH    1 2
 MF0129
 MF0129.Superseded values are not recommended for survey control.
 MF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0129.See file dsdata.txt to determine how the superseded data were derived.
 MF0129
 MF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL889859(NAD 83)
 MF0129_MARKER: DB = BENCH MARK DISK
 MF0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0129_STAMPING: A 143 1947
 MF0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0129+STABILITY: SURFACE MOTION
 MF0129
 MF0129  HISTORY     - Date     Condition        Report By
 MF0129  HISTORY     - 1947     MONUMENTED       CGS
 MF0129
 MF0129                          STATION DESCRIPTION
 MF0129
 MF0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0129'7.4 MI NE FROM MORRIS.
 MF0129'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0129'HOUSE AT MORRIS, THENCE ABOUT 6.3 MILES NORTHEAST ALONG U.S.
 MF0129'HIGHWAY 6, ABOUT 0.45 MILE EAST OF THE INTERSECTION OF THE
 MF0129'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, SET IN THE NORTHWEST
 MF0129'QUARTER OF THE INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 233
 MF0129'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 104 FEET
 MF0129'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK SERVICE
 MF0129'STATION (NOW ABANDONED), 32 FEET NORTH OF THE CENTER LINE OF THE
 MF0129'HIGHWAY, 4.5 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF THE
 MF0129'FENCE LINE NORTH, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 MF0129'THE TOP OF A CONCRETE POST PROJECTING 4 IN.  NOTE-- THIS MARK
 MF0129'MAY ALSO BE REACHED FROM MORRIS BY GOING 1.8 MILES NORTH ALONG
 MF0129'STATE HIGHWAY 47, THENCE 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 MF0129'6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0130 ***********************************************************************
 MF0130  DESIGNATION -  A 143 RESET 1971
 MF0130  PID         -  MF0130
 MF0130  STATE/COUNTY-  IL/GRUNDY
 MF0130  USGS QUAD   -  MINOOKA (1993)
 MF0130
 MF0130                         *CURRENT SURVEY CONTROL
 MF0130  ___________________________________________________________________
 MF0130* NAD 83(1986)-  41 25 02.     (N)    088 19 45.     (W)     SCALED    
 MF0130* NAVD 88     -       161.06   (meters)     528.4    (feet)  RESET     
 MF0130  ___________________________________________________________________
 MF0130  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF0130
 MF0130  VERT ORDER  -  THIRD
 MF0130
 MF0130.The horizontal coordinates were scaled from a topographic map and have
 MF0130.an estimated accuracy of +/- 6 seconds.
 MF0130
 MF0130.The orthometric height was computed from unverified reset data.
 MF0130
 MF0130.The geoid height was determined by GEOID03.
 MF0130
 MF0130;                    North         East    Units  Estimated Accuracy
 MF0130;SPC IL E     -   527,380.      300,350.      MT  (+/- 180 meters Scaled)
 MF0130
 MF0130                          SUPERSEDED SURVEY CONTROL
 MF0130
 MF0130.No superseded survey control is available for this station.
 MF0130
 MF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL889859(NAD 83)
 MF0130_MARKER: DB = BENCH MARK DISK
 MF0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0130_SP_SET: FLAGPOLE CONCRETE BASE
 MF0130_STAMPING: A 143 RESET 1971
 MF0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0130
 MF0130  HISTORY     - Date     Condition        Report By
 MF0130  HISTORY     - 1971     MONUMENTED       NGS
 MF0130  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0130
 MF0130                          STATION DESCRIPTION
 MF0130
 MF0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MF0130'5.8 MI NE FROM MORRIS.
 MF0130'ABOUT 5.7 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS  JUNCTION
 MF0130'WITH STATE HIGHWAY 47 AT THE NORTH EDGE OF MORRIS, SET IN
 MF0130'THE TOP AND NORTHWEST CORNER OF THE CONCRETE BASE OF FLAGPOLE,
 MF0130'180 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 200
 MF0130'FEET WEST OF THE CENTERLINE OF PAVED ROAD, 6 INCHES NORTHWEST
 MF0130'OF THE FLAGPOLE, 2 FEET NORTH OF THE NORTH EDGE OF SIDEWALK
 MF0130'TO THE EAST ENTRANCE TO PETROCHEMICAL BUILDING AND 50 FEET
 MF0130'EAST OF THE EAST ENTRANCE OF THE BUILDING.
 MF0130
 MF0130                          STATION RECOVERY (1989)
 MF0130
 MF0130'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0054 ***********************************************************************
 HB0054  DESIGNATION -  A 144
 HB0054  PID         -  HB0054
 HB0054  STATE/COUNTY-  IL/GALLATIN
 HB0054  USGS QUAD   -  SHAWNEETOWN (1996)
 HB0054
 HB0054                         *CURRENT SURVEY CONTROL
 HB0054  ___________________________________________________________________
 HB0054* NAD 83(1986)-  37 43 06.     (N)    088 12 41.     (W)     SCALED    
 HB0054* NAVD 88     -       123.496  (meters)     405.17   (feet)  ADJUSTED  
 HB0054  ___________________________________________________________________
 HB0054  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HB0054  DYNAMIC HT  -         123.411 (meters)     404.89  (feet)  COMP
 HB0054  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HB0054
 HB0054  VERT ORDER  -  FIRST     CLASS II
 HB0054
 HB0054.The horizontal coordinates were scaled from a topographic map and have
 HB0054.an estimated accuracy of +/- 6 seconds.
 HB0054
 HB0054.The orthometric height was determined by differential leveling
 HB0054.and adjusted by the National Geodetic Survey in June 1991..
 HB0054
 HB0054.The geoid height was determined by GEOID03.
 HB0054
 HB0054.The dynamic height is computed by dividing the NAVD 88
 HB0054.geopotential number by the normal gravity value computed on the
 HB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0054.degrees latitude (g = 980.6199 gals.).
 HB0054
 HB0054.The modeled gravity was interpolated from observed gravity values.
 HB0054
 HB0054;                    North         East    Units  Estimated Accuracy
 HB0054;SPC IL E     -   116,720.      310,750.      MT  (+/- 180 meters Scaled)
 HB0054
 HB0054                          SUPERSEDED SURVEY CONTROL
 HB0054
 HB0054  NGVD 29 (??/??/??)  123.596  (m)          405.50   (f) ADJUSTED    1 2
 HB0054
 HB0054.Superseded values are not recommended for survey control.
 HB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0054.See file dsdata.txt to determine how the superseded data were derived.
 HB0054
 HB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG932752(NAD 83)
 HB0054_MARKER: DB = BENCH MARK DISK
 HB0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0054_STAMPING: A 144 1949
 HB0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0054+STABILITY: SURFACE MOTION
 HB0054
 HB0054  HISTORY     - Date     Condition        Report By
 HB0054  HISTORY     - 1949     MONUMENTED       CGS
 HB0054  HISTORY     - 1978     GOOD             ILDT
 HB0054  HISTORY     - 1978     GOOD             ILDT
 HB0054  HISTORY     - 1978     GOOD             ILDT
 HB0054
 HB0054                          STATION DESCRIPTION
 HB0054
 HB0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0054'1.4 MI NW FROM SHAWNEETOWN.
 HB0054'ABOUT 1.4 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HB0054'RAILROAD FROM THE CITY WATER TOWER AT SHAWNEETOWN, ABOUT 1.3
 HB0054'MILES SOUTHEAST OF THE GRAIN ELEVATOR AT JUNCTION, AT A ROAD
 HB0054'CROSSING AT AN IMITATION BRICK HOUSE ON SOUTH SIDE OF TRACK,
 HB0054'92 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 41 FEET
 HB0054'WEST-SOUTHWEST OF THE CENTER OF THE CROSSING, 52 FEET NORTHWEST
 HB0054'AND ACROSS THE DRIVE TO HOUSE FROM A POWER POLE WITH
 HB0054'TRANSFORMER, 40 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH,
 HB0054'28 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE DRIVE TO THE
 HB0054'HOUSE, 17 1/2 FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET WEST OF A
 HB0054'WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE TRACK AND SET
 HB0054'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HB0054
 HB0054                          STATION RECOVERY (1978)
 HB0054
 HB0054'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0054'RECOVERED IN GOOD CONDITION.
 HB0054
 HB0054                          STATION RECOVERY (1978)
 HB0054
 HB0054'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0054'RECOVERED IN GOOD CONDITION.
 HB0054
 HB0054                          STATION RECOVERY (1978)
 HB0054
 HB0054'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0559 ***********************************************************************
 HB0559  DESIGNATION -  A 145
 HB0559  PID         -  HB0559
 HB0559  STATE/COUNTY-  IL/SALINE
 HB0559  USGS QUAD   -  GALATIA (1976)
 HB0559
 HB0559                         *CURRENT SURVEY CONTROL
 HB0559  ___________________________________________________________________
 HB0559* NAD 83(1986)-  37 48 57.     (N)    088 30 09.     (W)     SCALED    
 HB0559* NAVD 88     -       124.361  (meters)     408.01   (feet)  ADJUSTED  
 HB0559  ___________________________________________________________________
 HB0559  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HB0559  DYNAMIC HT  -         124.276 (meters)     407.73  (feet)  COMP
 HB0559  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 HB0559
 HB0559  VERT ORDER  -  FIRST     CLASS II
 HB0559
 HB0559.The horizontal coordinates were scaled from a topographic map and have
 HB0559.an estimated accuracy of +/- 6 seconds.
 HB0559
 HB0559.The orthometric height was determined by differential leveling
 HB0559.and adjusted by the National Geodetic Survey in June 1991..
 HB0559
 HB0559.The geoid height was determined by GEOID03.
 HB0559
 HB0559.The dynamic height is computed by dividing the NAVD 88
 HB0559.geopotential number by the normal gravity value computed on the
 HB0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0559.degrees latitude (g = 980.6199 gals.).
 HB0559
 HB0559.The modeled gravity was interpolated from observed gravity values.
 HB0559
 HB0559;                    North         East    Units  Estimated Accuracy
 HB0559;SPC IL E     -   127,550.      285,110.      MT  (+/- 180 meters Scaled)
 HB0559
 HB0559                          SUPERSEDED SURVEY CONTROL
 HB0559
 HB0559  NGVD 29 (??/??/??)  124.461  (m)          408.34   (f) ADJUSTED    1 2
 HB0559
 HB0559.Superseded values are not recommended for survey control.
 HB0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0559.See file dsdata.txt to determine how the superseded data were derived.
 HB0559
 HB0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG677864(NAD 83)
 HB0559_MARKER: DB = BENCH MARK DISK
 HB0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0559_STAMPING: A 145 1949
 HB0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0559+STABILITY: SURFACE MOTION
 HB0559
 HB0559  HISTORY     - Date     Condition        Report By
 HB0559  HISTORY     - 1949     MONUMENTED       CGS
 HB0559
 HB0559                          STATION DESCRIPTION
 HB0559
 HB0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0559'3.2 MI NW FROM ELDORADO.
 HB0559'3.25 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0559'JUNCTION OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 HB0559'RAILWAY AT ELDORADO, AT A ROAD CROSSING, 78 FEET NORTHWEST OF THE
 HB0559'CENTER OF THE CROSSING, 62 FEET WEST OF THE CENTER LINE OF THE
 HB0559'ROAD, 33 FEET EAST OF A WHISTLE POST, 36 FEET WEST OF THE SOUTH
 HB0559'ONE OF 2 30-INCH OAK TREES, 23 FEET NORTH OF THE NORTH RAIL, 1 1/2
 HB0559'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 HB0559'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HB0559'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0530 ***********************************************************************
 HB0530  DESIGNATION -  A 146
 HB0530  PID         -  HB0530
 HB0530  STATE/COUNTY-  IL/FRANKLIN
 HB0530  USGS QUAD   -  THOMPSONVILLE (1976)
 HB0530
 HB0530                         *CURRENT SURVEY CONTROL
 HB0530  ___________________________________________________________________
 HB0530* NAD 83(1986)-  37 55 53.     (N)    088 47 42.     (W)     SCALED    
 HB0530* NAVD 88     -       130.763  (meters)     429.01   (feet)  ADJUSTED  
 HB0530  ___________________________________________________________________
 HB0530  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HB0530  DYNAMIC HT  -         130.674 (meters)     428.72  (feet)  COMP
 HB0530  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 HB0530
 HB0530  VERT ORDER  -  FIRST     CLASS II
 HB0530
 HB0530.The horizontal coordinates were scaled from a topographic map and have
 HB0530.an estimated accuracy of +/- 6 seconds.
 HB0530
 HB0530.The orthometric height was determined by differential leveling
 HB0530.and adjusted by the National Geodetic Survey in June 1991..
 HB0530
 HB0530.The geoid height was determined by GEOID03.
 HB0530
 HB0530.The dynamic height is computed by dividing the NAVD 88
 HB0530.geopotential number by the normal gravity value computed on the
 HB0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0530.degrees latitude (g = 980.6199 gals.).
 HB0530
 HB0530.The modeled gravity was interpolated from observed gravity values.
 HB0530
 HB0530;                    North         East    Units  Estimated Accuracy
 HB0530;SPC IL E     -   140,460.      259,410.      MT  (+/- 180 meters Scaled)
 HB0530
 HB0530                          SUPERSEDED SURVEY CONTROL
 HB0530
 HB0530  NGVD 29 (??/??/??)  130.858  (m)          429.32   (f) ADJUSTED    1 2
 HB0530
 HB0530.Superseded values are not recommended for survey control.
 HB0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0530.See file dsdata.txt to determine how the superseded data were derived.
 HB0530
 HB0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG422997(NAD 83)
 HB0530_MARKER: DB = BENCH MARK DISK
 HB0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0530_STAMPING: A 146 1949
 HB0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0530+STABILITY: SURFACE MOTION
 HB0530
 HB0530  HISTORY     - Date     Condition        Report By
 HB0530  HISTORY     - 1949     MONUMENTED       CGS
 HB0530
 HB0530                          STATION DESCRIPTION
 HB0530
 HB0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0530'2.4 MI NW FROM THOMPSONVILLE.
 HB0530'2.35 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0530'STATION AT THOMPSONVILLE, AT A DIM FARM ROAD CROSSING, 190 FEET
 HB0530'SOUTHEAST AND ACROSS FARM ROAD FROM MILE POST 98, 26 FEET
 HB0530'SOUTH-SOUTHWEST OF THE CENTER LINE OF CROSSING, 22 FEET SOUTHWEST
 HB0530'OF THE SOUTHWEST RAIL, 9.5 FEET SOUTHEAST OF THE CENTER LINE OF FARM
 HB0530'ROAD, 4.8 FEET NORTHEAST OF R/W FENCE LINE, 1.5 FEET NORTH OF A
 HB0530'WHITE WOODEN WITNESS POST, ABOUT SAME LEVEL AS TRACK AND SET IN
 HB0530'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0007 ***********************************************************************
 JC0007  DESIGNATION -  A 147
 JC0007  PID         -  JC0007
 JC0007  STATE/COUNTY-  IL/ST CLAIR
 JC0007  USGS QUAD   -  MONKS MOUND (1993)
 JC0007
 JC0007                         *CURRENT SURVEY CONTROL
 JC0007  ___________________________________________________________________
 JC0007* NAD 83(1986)-  38 38 43.     (N)    090 02 47.     (W)     SCALED    
 JC0007* NAVD 88     -       127.389  (meters)     417.94   (feet)  ADJUSTED  
 JC0007  ___________________________________________________________________
 JC0007  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JC0007  DYNAMIC HT  -         127.309 (meters)     417.68  (feet)  COMP
 JC0007  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 JC0007
 JC0007  VERT ORDER  -  FIRST     CLASS I
 JC0007
 JC0007.The horizontal coordinates were scaled from a topographic map and have
 JC0007.an estimated accuracy of +/- 6 seconds.
 JC0007
 JC0007.The orthometric height was determined by differential leveling
 JC0007.and adjusted by the National Geodetic Survey in June 1991..
 JC0007
 JC0007.The geoid height was determined by GEOID03.
 JC0007
 JC0007.The dynamic height is computed by dividing the NAVD 88
 JC0007.geopotential number by the normal gravity value computed on the
 JC0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0007.degrees latitude (g = 980.6199 gals.).
 JC0007
 JC0007.The modeled gravity was interpolated from observed gravity values.
 JC0007
 JC0007;                    North         East    Units  Estimated Accuracy
 JC0007;SPC IL W     -   219,600.      710,470.      MT  (+/- 180 meters Scaled)
 JC0007
 JC0007                          SUPERSEDED SURVEY CONTROL
 JC0007
 JC0007  NGVD 29 (??/??/92)  127.499  (m)          418.30   (f) ADJ UNCH    1 1
 JC0007
 JC0007.Superseded values are not recommended for survey control.
 JC0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0007.See file dsdata.txt to determine how the superseded data were derived.
 JC0007
 JC0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC570815(NAD 83)
 JC0007_MARKER: DB = BENCH MARK DISK
 JC0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0007_STAMPING: A 147 1949
 JC0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0007+STABILITY: SURFACE MOTION
 JC0007
 JC0007  HISTORY     - Date     Condition        Report By
 JC0007  HISTORY     - 1949     MONUMENTED       CGS
 JC0007  HISTORY     - 1969     GOOD             NGS
 JC0007
 JC0007                          STATION DESCRIPTION
 JC0007
 JC0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0007'1.3 MI W FROM CASEYVILLE.
 JC0007'ABOUT 1.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JC0007'FROM THE CROSSING OF STATE HIGHWAY 157 AT CASEYVILLE, 79 FEET
 JC0007'SOUTHEAST OF THE CENTER OF THE CROSSING OF BLACK LANE, 48 FEET
 JC0007'EAST OF THE CENTER LINE OF BLACK LANE, 38.5 FEET SOUTH OF THE
 JC0007'SOUTH RAIL, 8 FEET NORTHWEST OF MILEPOLE 329-14, 7 1/2 FEET
 JC0007'NORTH OF THE EAST END OF A 24-INCH PIPE CULVERT UNDER BLACK LANE,
 JC0007'1.3 FEET WEST OF A METAL WITNESS POST, 8 FEET BELOW THE LEVEL
 JC0007'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JC0007'THE GROUND.  SEC 1, T 2N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1098 ***********************************************************************
 HB1098  DESIGNATION -  A 148
 HB1098  PID         -  HB1098
 HB1098  STATE/COUNTY-  IL/JACKSON
 HB1098  USGS QUAD   -  ALTENBURG (1994)
 HB1098
 HB1098                         *CURRENT SURVEY CONTROL
 HB1098  ___________________________________________________________________
 HB1098* NAD 83(1986)-  37 37 57.     (N)    089 30 08.     (W)     SCALED    
 HB1098* NAVD 88     -       110.439  (meters)     362.33   (feet)  ADJUSTED  
 HB1098  ___________________________________________________________________
 HB1098  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HB1098  DYNAMIC HT  -         110.362 (meters)     362.08  (feet)  COMP
 HB1098  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 HB1098
 HB1098  VERT ORDER  -  FIRST     CLASS II
 HB1098
 HB1098.The horizontal coordinates were scaled from a topographic map and have
 HB1098.an estimated accuracy of +/- 6 seconds.
 HB1098
 HB1098.The orthometric height was determined by differential leveling
 HB1098.and adjusted by the National Geodetic Survey in June 1991..
 HB1098
 HB1098.The geoid height was determined by GEOID03.
 HB1098
 HB1098.The dynamic height is computed by dividing the NAVD 88
 HB1098.geopotential number by the normal gravity value computed on the
 HB1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1098.degrees latitude (g = 980.6199 gals.).
 HB1098
 HB1098.The modeled gravity was interpolated from observed gravity values.
 HB1098
 HB1098;                    North         East    Units  Estimated Accuracy
 HB1098;SPC IL W     -   107,390.      758,650.      MT  (+/- 180 meters Scaled)
 HB1098
 HB1098                          SUPERSEDED SURVEY CONTROL
 HB1098
 HB1098  NGVD 29 (??/??/??)  110.539  (m)          362.66   (f) ADJUSTED    1 2
 HB1098
 HB1098.Superseded values are not recommended for survey control.
 HB1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1098.See file dsdata.txt to determine how the superseded data were derived.
 HB1098
 HB1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG792679(NAD 83)
 HB1098_MARKER: DB = BENCH MARK DISK
 HB1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1098_STAMPING: A 148 1949
 HB1098_PROJECTION: FLUSH
 HB1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1098+STABILITY: SURFACE MOTION
 HB1098
 HB1098  HISTORY     - Date     Condition        Report By
 HB1098  HISTORY     - 1949     MONUMENTED       CGS
 HB1098  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB1098
 HB1098                          STATION DESCRIPTION
 HB1098
 HB1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB1098'AT GRAND TOWER.
 HB1098'AT GRAND TOWER, ABOUT 135 YARDS WEST-SOUTHWEST OF THE ILLINOIS
 HB1098'CENTRAL RAILROAD STATION AT GRAND TOWER, ABOUT 0.55 MILE NORTHWEST
 HB1098'OF MILE POST T 118, ABOUT 133 YARDS SOUTHWEST OF THE INTERSECTION
 HB1098'OF MARKET STREET AND THE ILLINOIS CENTRAL RAILROAD, 134.8 FEET
 HB1098'EAST OF THE EAST CORNER OF A RED BRICK GRADE SCHOOL BUILDING,
 HB1098'29 FEET SOUTH OF THE SOUTH CORNER OF MAIN PART OF A DWELLING, 13
 HB1098'FEET WEST AND ACROSS SIDEWALK FROM POWER LINE POLE 100CP, 1 FOOT
 HB1098'NORTHWEST OF THE NORTHWEST EDGE OF THE NORTHWEST SIDEWALK OF
 HB1098'MARKET STREET, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 HB1098'0.2 FOOT BELOW THE LEVEL OF THE SIDEWALK AND SET IN THE TOP OF
 HB1098'A CONCRETE POST PROJECTING 3 INCHES.
 HB1098
 HB1098                          STATION RECOVERY (1981)
 HB1098
 HB1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1098'NOT RECOVERED, MARK MAY HAVE BEEN DESTROYED BY WATER COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0707 ***********************************************************************
 HB0707  DESIGNATION -  A 149 RESET
 HB0707  PID         -  HB0707
 HB0707  STATE/COUNTY-  IL/JACKSON
 HB0707  USGS QUAD   -  MURPHYSBORO (1978)
 HB0707
 HB0707                         *CURRENT SURVEY CONTROL
 HB0707  ___________________________________________________________________
 HB0707* NAD 83(1986)-  37 45 14.     (N)    089 16 00.     (W)     SCALED    
 HB0707* NAVD 88     -       120.13   (+/-2cm)     394.1    (feet)  VERTCON   
 HB0707  ___________________________________________________________________
 HB0707  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HB0707
 HB0707  VERT ORDER  -  THIRD (See Below)
 HB0707
 HB0707.The horizontal coordinates were scaled from a topographic map and have
 HB0707.an estimated accuracy of +/- 6 seconds.
 HB0707
 HB0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0707.The vertical order pertains to the NGVD 29 superseded value.
 HB0707
 HB0707.The geoid height was determined by GEOID03.
 HB0707
 HB0707;                    North         East    Units  Estimated Accuracy
 HB0707;SPC IL W     -   121,040.      779,310.      MT  (+/- 180 meters Scaled)
 HB0707
 HB0707                          SUPERSEDED SURVEY CONTROL
 HB0707
 HB0707  NGVD 29 (??/??/??)  120.17   (m)          394.3    (f) RESET       3  
 HB0707
 HB0707.Superseded values are not recommended for survey control.
 HB0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0707.See file dsdata.txt to determine how the superseded data were derived.
 HB0707
 HB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG003809(NAD 83)
 HB0707_MARKER: DB = BENCH MARK DISK
 HB0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0707_STAMPING: A 149 RESET 1974
 HB0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0707+STABILITY: SURFACE MOTION
 HB0707
 HB0707  HISTORY     - Date     Condition        Report By
 HB0707  HISTORY     - 1974     MONUMENTED       ILDT
 HB0707
 HB0707                          STATION DESCRIPTION
 HB0707
 HB0707'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1974
 HB0707'3.6 MI NW FROM CARBONDALE.
 HB0707'3.64 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL GULF RAILROAD
 HB0707'FROM THE STATION AT CARBONDALE IN THE NORTHEAST QUADRANT OF THE
 HB0707'INTERSECTION OF SAID RAILROAD AND CENTERLINE WESTBOUND LANES
 HB0707'OF MARKED ROUTE ILLINOIS ROUTE 13, 41.7 FEET NORTH OF THE
 HB0707'CENTERLINE OF THE TRACK, 166 FEET EAST OF THE CENTERLINE OF THE
 HB0707'WESTBOUND LANES, 28.5 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY
 HB0707'MARKER, 0.6 FEET HIGHER THAN THE NORTH RAIL AND SET IN THE TOP
 HB0707'OF A 15 INCH CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1251 ***********************************************************************
 KA1251  DESIGNATION -  A 15
 KA1251  PID         -  KA1251
 KA1251  STATE/COUNTY-  IL/CLARK
 KA1251  USGS QUAD   -  MARSHALL (1979)
 KA1251
 KA1251                         *CURRENT SURVEY CONTROL
 KA1251  ___________________________________________________________________
 KA1251* NAD 83(1986)-  39 23 22.     (N)    087 41 43.     (W)     SCALED    
 KA1251* NAVD 88     -       195.408  (meters)     641.10   (feet)  ADJUSTED  
 KA1251  ___________________________________________________________________
 KA1251  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KA1251  DYNAMIC HT  -         195.297 (meters)     640.74  (feet)  COMP
 KA1251  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 KA1251
 KA1251  VERT ORDER  -  SECOND    CLASS 0
 KA1251
 KA1251.The horizontal coordinates were scaled from a topographic map and have
 KA1251.an estimated accuracy of +/- 6 seconds.
 KA1251
 KA1251.The orthometric height was determined by differential leveling
 KA1251.and adjusted by the National Geodetic Survey in June 1991..
 KA1251
 KA1251.The geoid height was determined by GEOID03.
 KA1251
 KA1251.The dynamic height is computed by dividing the NAVD 88
 KA1251.geopotential number by the normal gravity value computed on the
 KA1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1251.degrees latitude (g = 980.6199 gals.).
 KA1251
 KA1251.The modeled gravity was interpolated from observed gravity values.
 KA1251
 KA1251;                    North         East    Units  Estimated Accuracy
 KA1251;SPC IL E     -   302,410.      354,970.      MT  (+/- 180 meters Scaled)
 KA1251
 KA1251                          SUPERSEDED SURVEY CONTROL
 KA1251
 KA1251  NGVD 29 (??/??/92)  195.490  (m)          641.37   (f) ADJ UNCH    2 0
 KA1251
 KA1251.Superseded values are not recommended for survey control.
 KA1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1251.See file dsdata.txt to determine how the superseded data were derived.
 KA1251
 KA1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ401602(NAD 83)
 KA1251_MARKER: DB = BENCH MARK DISK
 KA1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1251_STAMPING: A 15 1931
 KA1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1251+STABILITY: SURFACE MOTION
 KA1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1251+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KA1251
 KA1251  HISTORY     - Date     Condition        Report By
 KA1251  HISTORY     - 1931     MONUMENTED       USGS
 KA1251  HISTORY     - 1960     MARK NOT FOUND   NGS
 KA1251  HISTORY     - 20050209 GOOD             ILDT
 KA1251
 KA1251                          STATION DESCRIPTION
 KA1251
 KA1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1251'AT MARSHALL.
 KA1251'AT MARSHALL, CLARK COUNTY, AT THE COURTHOUSE, AND AT THE
 KA1251'SOUTHEAST CORNER OF THE YARD.  A UNITED STATES GEOLOGICAL
 KA1251'SURVEY STANDARD DISK, STAMPED A 15 1931 AND SET IN THE TOP OF A
 KA1251'CONCRETE POST.  NOTE-- THE DESCRIPTION IS TOO VAGUE TO DO ANY
 KA1251'DIGGING OR PROBING FOR THE MARK.
 KA1251
 KA1251                          STATION RECOVERY (2005)
 KA1251
 KA1251'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0293 ***********************************************************************
 KC0293  DESIGNATION -  A 15
 KC0293  PID         -  KC0293
 KC0293  STATE/COUNTY-  IL/BROWN
 KC0293  USGS QUAD   -  VERSAILLES (1980)
 KC0293
 KC0293                         *CURRENT SURVEY CONTROL
 KC0293  ___________________________________________________________________
 KC0293* NAD 83(1986)-  39 54 37.     (N)    090 41 00.     (W)     SCALED    
 KC0293* NAVD 88     -       188.750  (meters)     619.26   (feet)  ADJUSTED  
 KC0293  ___________________________________________________________________
 KC0293  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KC0293  DYNAMIC HT  -         188.649 (meters)     618.93  (feet)  COMP
 KC0293  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 KC0293
 KC0293  VERT ORDER  -  FIRST     CLASS II
 KC0293
 KC0293.The horizontal coordinates were scaled from a topographic map and have
 KC0293.an estimated accuracy of +/- 6 seconds.
 KC0293
 KC0293.The orthometric height was determined by differential leveling
 KC0293.and adjusted by the National Geodetic Survey in June 1991..
 KC0293
 KC0293.The geoid height was determined by GEOID03.
 KC0293
 KC0293.The dynamic height is computed by dividing the NAVD 88
 KC0293.geopotential number by the normal gravity value computed on the
 KC0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0293.degrees latitude (g = 980.6199 gals.).
 KC0293
 KC0293.The modeled gravity was interpolated from observed gravity values.
 KC0293
 KC0293;                    North         East    Units  Estimated Accuracy
 KC0293;SPC IL W     -   360,150.      655,830.      MT  (+/- 180 meters Scaled)
 KC0293
 KC0293                          SUPERSEDED SURVEY CONTROL
 KC0293
 KC0293  NGVD 29 (??/??/92)  188.845  (m)          619.57   (f) ADJ UNCH    1 2
 KC0293
 KC0293.Superseded values are not recommended for survey control.
 KC0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0293.See file dsdata.txt to determine how the superseded data were derived.
 KC0293
 KC0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE980203(NAD 83)
 KC0293_MARKER: DB = BENCH MARK DISK
 KC0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0293_STAMPING: A 15 1933
 KC0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0293+STABILITY: SURFACE MOTION
 KC0293
 KC0293  HISTORY     - Date     Condition        Report By
 KC0293  HISTORY     - 1933     MONUMENTED       CGS
 KC0293  HISTORY     - 1960     GOOD             NGS
 KC0293
 KC0293                          STATION DESCRIPTION
 KC0293
 KC0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0293'2.1 MI NW FROM VERSAILLES.
 KC0293'2.1 MILES NORTHWEST ALONG THE WABASH RAILWAY FROM VERSAILLES,
 KC0293'BROWN COUNTY, 11 POLES NORTHWEST OF MILEPOST 581, 10 RAILS NORTH
 KC0293'OF A GRADE CROSSING, 40 FEET EAST OF THE TRACK, AND 60 FEET
 KC0293'WEST OF A HIGHWAY.  A STANDARD DISK, STAMPED A 15 1933 AND SET
 KC0293'IN THE TOP OF A CONCRETE POST.
 KC0293
 KC0293                          STATION RECOVERY (1960)
 KC0293
 KC0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KC0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0568 ***********************************************************************
 HB0568  DESIGNATION -  A 150
 HB0568  PID         -  HB0568
 HB0568  STATE/COUNTY-  IL/FRANKLIN
 HB0568  USGS QUAD   -  CHRISTOPHER (1976)
 HB0568
 HB0568                         *CURRENT SURVEY CONTROL
 HB0568  ___________________________________________________________________
 HB0568* NAD 83(1986)-  37 58 18.     (N)    089 03 32.     (W)     SCALED    
 HB0568* NAVD 88     -       135.478  (meters)     444.48   (feet)  ADJUSTED  
 HB0568  ___________________________________________________________________
 HB0568  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 HB0568  DYNAMIC HT  -         135.388 (meters)     444.19  (feet)  COMP
 HB0568  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 HB0568
 HB0568  VERT ORDER  -  FIRST     CLASS II
 HB0568
 HB0568.The horizontal coordinates were scaled from a topographic map and have
 HB0568.an estimated accuracy of +/- 6 seconds.
 HB0568
 HB0568.The orthometric height was determined by differential leveling
 HB0568.and adjusted by the National Geodetic Survey in June 1991..
 HB0568
 HB0568.The geoid height was determined by GEOID03.
 HB0568
 HB0568.The dynamic height is computed by dividing the NAVD 88
 HB0568.geopotential number by the normal gravity value computed on the
 HB0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0568.degrees latitude (g = 980.6199 gals.).
 HB0568
 HB0568.The modeled gravity was interpolated from observed gravity values.
 HB0568
 HB0568;                    North         East    Units  Estimated Accuracy
 HB0568;SPC IL E     -   145,080.      236,250.      MT  (+/- 180 meters Scaled)
 HB0568
 HB0568                          SUPERSEDED SURVEY CONTROL
 HB0568
 HB0568  NGVD 29 (??/??/??)  135.570  (m)          444.78   (f) ADJUSTED    1 2
 HB0568
 HB0568.Superseded values are not recommended for survey control.
 HB0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0568.See file dsdata.txt to determine how the superseded data were derived.
 HB0568
 HB0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH191046(NAD 83)
 HB0568_MARKER: DB = BENCH MARK DISK
 HB0568_SETTING: 0 = UNSPECIFIED SETTING
 HB0568_STAMPING: A-150 1949
 HB0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0568+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 HB0568
 HB0568  HISTORY     - Date     Condition        Report By
 HB0568  HISTORY     - 1949     MONUMENTED       CGS
 HB0568  HISTORY     - 1973     GOOD             USGS
 HB0568  HISTORY     - 1973     GOOD             USGS
 HB0568  HISTORY     - 20060228 GOOD             ILDT
 HB0568
 HB0568                          STATION DESCRIPTION
 HB0568
 HB0568'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HB0568'AT CHRISTOPHER.
 HB0568'AT CHRISTOPERH, IN THE N. PORTION OF THE SE. 1/4 SEC. 26, T. 6 S.,
 HB0568'R. 1 E. ON W. EDGE OF TOWN NEAR THE N.R-0-W OF THE ICRR, 367 FT.
 HB0568'S. AND 70 FT. E. OF THE INTERSECTION OF MARKET (E-W) AND SOLOMON
 HB0568'(N-S) STREETS, 5 FT. WNW OF TELEPHONE POLE, 2 FT. N. OF METAL
 HB0568'WITNESS POST, A STANDARD USC AND GS TABLET STAMPED A-150 1949 FLUSH
 HB0568'WITH GROUND.
 HB0568
 HB0568                          STATION RECOVERY (1973)
 HB0568
 HB0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HB0568'RECOVERED IN GOOD CONDITION.
 HB0568
 HB0568                          STATION RECOVERY (2006)
 HB0568
 HB0568'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1351 ***********************************************************************
 JB1351  DESIGNATION -  A 151 RESET 1973
 JB1351  PID         -  JB1351
 JB1351  STATE/COUNTY-  IL/ST CLAIR
 JB1351  USGS QUAD   -  LEBANON (1991)
 JB1351
 JB1351                         *CURRENT SURVEY CONTROL
 JB1351  ___________________________________________________________________
 JB1351* NAD 83(1986)-  38 35 24.     (N)    089 52 26.     (W)     SCALED    
 JB1351* NAVD 88     -       155.04   (meters)     508.7    (feet)  RESET     
 JB1351  ___________________________________________________________________
 JB1351  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JB1351
 JB1351  VERT ORDER  -  THIRD
 JB1351
 JB1351.The horizontal coordinates were scaled from a topographic map and have
 JB1351.an estimated accuracy of +/- 6 seconds.
 JB1351
 JB1351.The orthometric height was computed from unverified reset data.
 JB1351.No vertical observational check was made to the station.
 JB1351
 JB1351.The geoid height was determined by GEOID03.
 JB1351
 JB1351;                    North         East    Units  Estimated Accuracy
 JB1351;SPC IL W     -   213,500.      725,510.      MT  (+/- 180 meters Scaled)
 JB1351
 JB1351                          SUPERSEDED SURVEY CONTROL
 JB1351
 JB1351  NGVD 29 (??/??/??)  155.16   (m)          509.1    (f) RESET       3  
 JB1351
 JB1351.Superseded values are not recommended for survey control.
 JB1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1351.See file dsdata.txt to determine how the superseded data were derived.
 JB1351
 JB1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH496751(NAD 83)
 JB1351_MARKER: DD = SURVEY DISK
 JB1351_SETTING: 0 = UNSPECIFIED SETTING
 JB1351_STAMPING: A 151 RESET 1973
 JB1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1351
 JB1351  HISTORY     - Date     Condition        Report By
 JB1351  HISTORY     - 1973     MONUMENTED       IL-163
 JB1351
 JB1351                          STATION DESCRIPTION
 JB1351
 JB1351'DESCRIBED BY ST CLAIR COUNTY ILLINOIS 1973
 JB1351'2 MI E FROM O FALLON.
 JB1351'2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB1351'STATION AT O FALLON TO THE INTERSECTION WITH COUNTY HIGHWAY 61,
 JB1351'THENCE CONTINUING IN AN EASTERLY DIRECTION 111 FT. THENCE SOUTH
 JB1351'50.2 FROM THE SOUTH RAIL, 52.7 SOUTH OF THE SOUTH RAIL ALONG
 JB1351'THE CENTERLINE OF ROAD, THENCE 108.5 EAST.  A BRASS TAB SET IN
 JB1351'CONCRETE 4 FT DEEP 12 IN DIA. BOTT., 10 IN SQUARE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1320 ***********************************************************************
 JB1320  DESIGNATION -  A 152
 JB1320  PID         -  JB1320
 JB1320  STATE/COUNTY-  IL/CLINTON
 JB1320  USGS QUAD   -  TRENTON (1981)
 JB1320
 JB1320                         *CURRENT SURVEY CONTROL
 JB1320  ___________________________________________________________________
 JB1320* NAD 83(1986)-  38 36 25.     (N)    089 37 56.     (W)     SCALED    
 JB1320* NAVD 88     -       136.598  (meters)     448.16   (feet)  ADJUSTED  
 JB1320  ___________________________________________________________________
 JB1320  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB1320  DYNAMIC HT  -         136.512 (meters)     447.87  (feet)  COMP
 JB1320  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 JB1320
 JB1320  VERT ORDER  -  FIRST     CLASS I
 JB1320
 JB1320.The horizontal coordinates were scaled from a topographic map and have
 JB1320.an estimated accuracy of +/- 6 seconds.
 JB1320
 JB1320.The orthometric height was determined by differential leveling
 JB1320.and adjusted by the National Geodetic Survey in June 1991..
 JB1320.WARNING-Repeat measurements at this control monument indicate possible
 JB1320.vertical movement.
 JB1320
 JB1320.The geoid height was determined by GEOID03.
 JB1320
 JB1320.The dynamic height is computed by dividing the NAVD 88
 JB1320.geopotential number by the normal gravity value computed on the
 JB1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1320.degrees latitude (g = 980.6199 gals.).
 JB1320
 JB1320.The modeled gravity was interpolated from observed gravity values.
 JB1320
 JB1320;                    North         East    Units  Estimated Accuracy
 JB1320;SPC IL W     -   215,470.      746,550.      MT  (+/- 180 meters Scaled)
 JB1320
 JB1320                          SUPERSEDED SURVEY CONTROL
 JB1320
 JB1320  NGVD 29 (??/??/92)  136.716  (m)          448.54   (f) ADJ UNCH    1 1
 JB1320
 JB1320.Superseded values are not recommended for survey control.
 JB1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1320.See file dsdata.txt to determine how the superseded data were derived.
 JB1320
 JB1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH707764(NAD 83)
 JB1320_MARKER: DB = BENCH MARK DISK
 JB1320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1320_SP_SET: BRIDGE
 JB1320_STAMPING: A 152 1949
 JB1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1320
 JB1320  HISTORY     - Date     Condition        Report By
 JB1320  HISTORY     - 1949     MONUMENTED       CGS
 JB1320  HISTORY     - 1969     GOOD             NGS
 JB1320
 JB1320                          STATION DESCRIPTION
 JB1320
 JB1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1320'3 MI E FROM TRENTON.
 JB1320'ABOUT 3.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1320'THE CROSSING OF STATE HIGHWAY 160 AT TRENTON, ABOUT 0.6 MILE
 JB1320'WEST OF A FARM ROAD CROSSING, NEAR MILEPOLE 305-4, SET ON THE
 JB1320'TOP OF THE SOUTH END OF THE WEST BRIDGE SEAT FOR A 125-FOOT LONG
 JB1320'BRIDGE OVER SUGAR CREEK, 24 FEET SOUTH OF THE SOUTH RAIL, 2 FEET
 JB1320'NORTH OF THE SOUTH CORNER OF THE ABUTMENT AND 8 FEET BELOW THE
 JB1320'LEVEL OF THE TRACK.  SEC 22, T2N, R5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0030 ***********************************************************************
 JB0030  DESIGNATION -  A 153
 JB0030  PID         -  JB0030
 JB0030  STATE/COUNTY-  IL/CLAY
 JB0030  USGS QUAD   -  CLAY CITY (1970)
 JB0030
 JB0030                         *CURRENT SURVEY CONTROL
 JB0030  ___________________________________________________________________
 JB0030* NAD 83(1986)-  38 41 30.     (N)    088 20 08.     (W)     SCALED    
 JB0030* NAVD 88     -       131.175  (meters)     430.36   (feet)  ADJUSTED  
 JB0030  ___________________________________________________________________
 JB0030  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JB0030  DYNAMIC HT  -         131.094 (meters)     430.10  (feet)  COMP
 JB0030  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JB0030
 JB0030  VERT ORDER  -  FIRST     CLASS II
 JB0030
 JB0030.The horizontal coordinates were scaled from a topographic map and have
 JB0030.an estimated accuracy of +/- 6 seconds.
 JB0030
 JB0030.The orthometric height was determined by differential leveling
 JB0030.and adjusted by the National Geodetic Survey in June 1991..
 JB0030
 JB0030.The geoid height was determined by GEOID03.
 JB0030
 JB0030.The dynamic height is computed by dividing the NAVD 88
 JB0030.geopotential number by the normal gravity value computed on the
 JB0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0030.degrees latitude (g = 980.6199 gals.).
 JB0030
 JB0030.The modeled gravity was interpolated from observed gravity values.
 JB0030
 JB0030;                    North         East    Units  Estimated Accuracy
 JB0030;SPC IL E     -   224,750.      299,810.      MT  (+/- 180 meters Scaled)
 JB0030
 JB0030                          SUPERSEDED SURVEY CONTROL
 JB0030
 JB0030  NGVD 29 (??/??/92)  131.282  (m)          430.71   (f) ADJ UNCH    1 2
 JB0030
 JB0030.Superseded values are not recommended for survey control.
 JB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0030.See file dsdata.txt to determine how the superseded data were derived.
 JB0030
 JB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH838834(NAD 83)
 JB0030_MARKER: DB = BENCH MARK DISK
 JB0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0030_STAMPING: A 153 1949
 JB0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0030+STABILITY: SURFACE MOTION
 JB0030
 JB0030  HISTORY     - Date     Condition        Report By
 JB0030  HISTORY     - 1949     MONUMENTED       CGS
 JB0030  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0030
 JB0030                          STATION DESCRIPTION
 JB0030
 JB0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0030'1 MI E FROM CLAY CITY.
 JB0030'1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0030'STATION AT CLAY CITY, ABOUT 0.1 MILE WEST OF MILE POST C234, SET
 JB0030'IN THE SOUTHEAST QUARTER OF A ROAD CROSSING LEADING TO THE S. OHIO
 JB0030'OIL CO. WAREHOUSE AND OIL TANKS, 52 FEET SOUTH OF THE SOUTH RAIL,
 JB0030'50 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTHEAST
 JB0030'OF MILE POLE 234/4, 2 FEET NORTH OF THE R/W FENCE, 2 FEET EAST
 JB0030'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 JB0030'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JB0030'INCHES.
 JB0030
 JB0030                          STATION RECOVERY (1986)
 JB0030
 JB0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0875 ***********************************************************************
 JB0875  DESIGNATION -  A 154
 JB0875  PID         -  JB0875
 JB0875  STATE/COUNTY-  IL/CLINTON
 JB0875  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0875
 JB0875                         *CURRENT SURVEY CONTROL
 JB0875  ___________________________________________________________________
 JB0875* NAD 83(1986)-  38 36 25.     (N)    089 14 00.     (W)     SCALED    
 JB0875* NAVD 88     -       142.137  (meters)     466.33   (feet)  ADJUSTED  
 JB0875  ___________________________________________________________________
 JB0875  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0875  DYNAMIC HT  -         142.046 (meters)     466.03  (feet)  COMP
 JB0875  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 JB0875
 JB0875  VERT ORDER  -  FIRST     CLASS I
 JB0875
 JB0875.The horizontal coordinates were scaled from a topographic map and have
 JB0875.an estimated accuracy of +/- 6 seconds.
 JB0875
 JB0875.The orthometric height was determined by differential leveling
 JB0875.and adjusted by the National Geodetic Survey in June 1991..
 JB0875
 JB0875.The geoid height was determined by GEOID03.
 JB0875
 JB0875.The dynamic height is computed by dividing the NAVD 88
 JB0875.geopotential number by the normal gravity value computed on the
 JB0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0875.degrees latitude (g = 980.6199 gals.).
 JB0875
 JB0875.The modeled gravity was interpolated from observed gravity values.
 JB0875
 JB0875;                    North         East    Units  Estimated Accuracy
 JB0875;SPC IL W     -   215,750.      781,290.      MT  (+/- 180 meters Scaled)
 JB0875
 JB0875                          SUPERSEDED SURVEY CONTROL
 JB0875
 JB0875  NGVD 29 (??/??/92)  142.263  (m)          466.74   (f) ADJ UNCH    1 1
 JB0875
 JB0875.Superseded values are not recommended for survey control.
 JB0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0875.See file dsdata.txt to determine how the superseded data were derived.
 JB0875
 JB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH055755(NAD 83)
 JB0875_MARKER: DB = BENCH MARK DISK
 JB0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0875_STAMPING: A 154 1949
 JB0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0875+STABILITY: SURFACE MOTION
 JB0875
 JB0875  HISTORY     - Date     Condition        Report By
 JB0875  HISTORY     - 1949     MONUMENTED       CGS
 JB0875  HISTORY     - 1969     GOOD             NGS
 JB0875
 JB0875                          STATION DESCRIPTION
 JB0875
 JB0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0875'6.2 MI W FROM SANDOVAL.
 JB0875'ABOUT 6.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0875'THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT SANDOVAL, AT
 JB0875'FERRIN, 47 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF FERRIN
 JB0875'ROAD, 34.4 FEET SOUTH OF THE SOUTH RAIL, 32 FEET EAST OF THE
 JB0875'CENTER LINE OF THE ROAD, 24.7 FEET SOUTH OF A FLASHING CROSSING
 JB0875'SIGN POST, 9 1/2 FEET WEST OF MILEPOST 283-15, 1 FOOT NORTH OF A
 JB0875'LINE OF POLES, 1.3 FEET WEST OF A METAL WITNESS POST, 1.3 FEET
 JB0875'WEST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE
 JB0875'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 JB0875'THE LEVEL OF THE GROUND.  SEC 20, T2N, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1020 ***********************************************************************
 JB1020  DESIGNATION -  A 155
 JB1020  PID         -  JB1020
 JB1020  STATE/COUNTY-  IL/MARION
 JB1020  USGS QUAD   -  CENTRALIA EAST (1981)
 JB1020
 JB1020                         *CURRENT SURVEY CONTROL
 JB1020  ___________________________________________________________________
 JB1020* NAD 83(1986)-  38 31 03.     (N)    089 06 34.     (W)     SCALED    
 JB1020* NAVD 88     -       158.003  (meters)     518.38   (feet)  ADJUSTED  
 JB1020  ___________________________________________________________________
 JB1020  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JB1020  DYNAMIC HT  -         157.902 (meters)     518.05  (feet)  COMP
 JB1020  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JB1020
 JB1020  VERT ORDER  -  FIRST     CLASS II
 JB1020
 JB1020.The horizontal coordinates were scaled from a topographic map and have
 JB1020.an estimated accuracy of +/- 6 seconds.
 JB1020
 JB1020.The orthometric height was determined by differential leveling
 JB1020.and adjusted by the National Geodetic Survey in June 1991..
 JB1020
 JB1020.The geoid height was determined by GEOID03.
 JB1020
 JB1020.The dynamic height is computed by dividing the NAVD 88
 JB1020.geopotential number by the normal gravity value computed on the
 JB1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1020.degrees latitude (g = 980.6199 gals.).
 JB1020
 JB1020.The modeled gravity was interpolated from observed gravity values.
 JB1020
 JB1020;                    North         East    Units  Estimated Accuracy
 JB1020;SPC IL E     -   205,700.      232,320.      MT  (+/- 180 meters Scaled)
 JB1020
 JB1020                          SUPERSEDED SURVEY CONTROL
 JB1020
 JB1020  NGVD 29 (??/??/92)  158.13   (m)          518.8    (f) COMPUTED    1 2
 JB1020
 JB1020.Superseded values are not recommended for survey control.
 JB1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1020.See file dsdata.txt to determine how the superseded data were derived.
 JB1020
 JB1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH160653(NAD 83)
 JB1020_MARKER: DB = BENCH MARK DISK
 JB1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1020_STAMPING: A 155 1949
 JB1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1020+STABILITY: SURFACE MOTION
 JB1020
 JB1020  HISTORY     - Date     Condition        Report By
 JB1020  HISTORY     - 1949     MONUMENTED       CGS
 JB1020  HISTORY     - 1969     MARK NOT FOUND   NGS
 JB1020
 JB1020                          STATION DESCRIPTION
 JB1020
 JB1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB1020'2 MI SE FROM CENTRALIA.
 JB1020'ABOUT 0.6 MILE SOUTH ALONG SOUTH POPLAR STREET FROM THE POST
 JB1020'OFFICE AT CENTRALIA, THENCE ABOUT 1.4 MILE EAST ALONG GRAVEL
 JB1020'ROAD, IN THE NORTHEAST CORNER OF LOT AT THE RESIDENCE OF OTTO
 JB1020'APPLE, 98 FEET EAST OF THE CENTER LINE OF DRIVEWAY, 62 FEET
 JB1020'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 26.5 FEET SOUTH
 JB1020'OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH-SOUTHEAST OF A
 JB1020'POWER LINE POLE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JB1020'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 JB1020'A CONCRETE POST FLUSH WITH THE GROUND.
 JB1020
 JB1020                          STATION RECOVERY (1969)
 JB1020
 JB1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JB1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0615 ***********************************************************************
 JB0615  DESIGNATION -  A 156
 JB0615  PID         -  JB0615
 JB0615  STATE/COUNTY-  IL/MARION
 JB0615  USGS QUAD   -  SALEM NORTH (1978)
 JB0615
 JB0615                         *CURRENT SURVEY CONTROL
 JB0615  ___________________________________________________________________
 JB0615* NAD 83(1997)-  38 38 42.66690(N)    088 58 03.41926(W)     ADJUSTED  
 JB0615* NAVD 88     -       173.333  (meters)     568.68   (feet)  ADJUSTED  
 JB0615  ___________________________________________________________________
 JB0615  X           -      89,873.747 (meters)                     COMP
 JB0615  Y           -  -4,987,321.978 (meters)                     COMP
 JB0615  Z           -   3,961,718.559 (meters)                     COMP
 JB0615  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 JB0615  ELLIP HEIGHT-         142.33  (meters)          (10/21/99) GPS OBS
 JB0615  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JB0615  DYNAMIC HT  -         173.223 (meters)     568.32  (feet)  COMP
 JB0615  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 JB0615
 JB0615  HORZ ORDER  -  FIRST
 JB0615  VERT ORDER  -  FIRST     CLASS II
 JB0615  ELLP ORDER  -  FOURTH    CLASS I
 JB0615
 JB0615.This mark is at Salem/leckrone Airport (SLO)
 JB0615
 JB0615.The horizontal coordinates were established by GPS observations
 JB0615.and adjusted by the National Geodetic Survey in October 1999..
 JB0615
 JB0615.The orthometric height was determined by differential leveling
 JB0615.and adjusted by the National Geodetic Survey in June 1991..
 JB0615
 JB0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0615
 JB0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0615
 JB0615.The ellipsoidal height was determined by GPS observations
 JB0615.and is referenced to NAD 83.
 JB0615
 JB0615.The geoid height was determined by GEOID03.
 JB0615
 JB0615.The dynamic height is computed by dividing the NAVD 88
 JB0615.geopotential number by the normal gravity value computed on the
 JB0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0615.degrees latitude (g = 980.6199 gals.).
 JB0615
 JB0615.The modeled gravity was interpolated from observed gravity values.
 JB0615
 JB0615;                    North         East     Units Scale Factor Converg.
 JB0615;SPC IL E     -   219,781.173   244,782.101   MT  1.00001253   -0 23 46.0
 JB0615;SPC IL E     -   721,065.40    803,089.28   sFT  1.00001253   -0 23 46.0
 JB0615;UTM  16      - 4,279,240.164   328,765.497   MT  0.99996109   -1 13 44.6
 JB0615
 JB0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0615!SPC IL E     -   0.99997767  x   1.00001253  =   0.99999020
 JB0615!UTM  16      -   0.99997767  x   0.99996109  =   0.99993876
 JB0615
 JB0615|---------------------------------------------------------------------|
 JB0615| PID    Reference Object                     Distance      Geod. Az  |
 JB0615|                                                           dddmmss.s |
 JB0615| JB2046 SALEPORT                            219.780 METERS 10249     |
 JB0615|---------------------------------------------------------------------|
 JB0615
 JB0615                          SUPERSEDED SURVEY CONTROL
 JB0615
 JB0615  NAD 83(1986)-  38 38 42.68226(N)    088 58 03.41059(W) AD(       ) 1
 JB0615  NGVD 29 (??/??/92)  173.442  (m)          569.03   (f) ADJ UNCH    1 2
 JB0615
 JB0615.Superseded values are not recommended for survey control.
 JB0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0615.See file dsdata.txt to determine how the superseded data were derived.
 JB0615
 JB0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2876579240(NAD 83)
 JB0615_MARKER: DB = BENCH MARK DISK
 JB0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0615_SP_SET: CONCRETE POST
 JB0615_STAMPING: A 156 1949
 JB0615_MARK LOGO: CGS   
 JB0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0615+STABILITY: SURFACE MOTION
 JB0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0615+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1990
 JB0615
 JB0615  HISTORY     - Date     Condition        Report By
 JB0615  HISTORY     - 1949     MONUMENTED       CGS
 JB0615  HISTORY     - 1986     GOOD             NGS
 JB0615  HISTORY     - 19901016 GOOD             NGS
 JB0615
 JB0615                          STATION DESCRIPTION
 JB0615
 JB0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0615'2.4 MI NW FROM SALEM.
 JB0615'ABOUT 0.65 MILES WEST ALONG HIGHWAY 50 FROM THE COURT HOUSE AT
 JB0615'SALEM, THENCE ABOUT 0.55 MILE NORTH ALONG NORTH ILLINOIS AVENUE,
 JB0615'THENCE ABOUT 0.5 MILE WEST ALONG WEST BOONE STREET, THENCE NORTH
 JB0615'ABOUT 0.7 MILE ALONG A GRAVEL ROAD, AT THE LECKRONE AIRPORT, AT
 JB0615'THE CORNER OF THE JUNCTION OF THE NORTH-SOUTH ROAD ALONG THE WEST
 JB0615'SIDE OF THE FIELD AND THE SOUTH ENTRANCE ROAD TO THE FIELD, 162
 JB0615'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 JB0615'HANGAR, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 26 FEET
 JB0615'SOUTH OF THE CENTER LINE OF THE SOUTH ENTRANCE, 2 FEET NORTH OF A
 JB0615'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JB0615'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JB0615
 JB0615                          STATION RECOVERY (1986)
 JB0615
 JB0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0615'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JB0615'NEW TO REACH FOLLOWS--2.1 KM (1.3 MI) WESTERLY ALONG U.S. HIGHWAY 50
 JB0615'FROM THE COURTHOUSE IN SALEM, THENCE 2.4 KM (1.5 MI) NORTH ALONG
 JB0615'MISSOURI AVENUE, MILLS CART ROAD, AND AIRPORT ROAD.  NOTE--THE SOUTH
 JB0615'ENTRANCE ROAD MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW THE NORTH
 JB0615'ENTRANCE ROAD.
 JB0615
 JB0615                          STATION RECOVERY (1990)
 JB0615
 JB0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JB0615'STATION IS LOCATED ABOUT 2.8 KM (1.7 MI)  NORTHWEST OF SALEM, AT THE
 JB0615'ENTRANCE ROAD TO SALEM-LECKRONE FIELD AIRPORT, IN NORTH CENTRAL
 JB0615'SECTION 3, T 2 S, R 2 E.  OWNERSHIP--SALEM AIRPORT AUTHORITY, PO BOX
 JB0615'353, SALEM, IL 62881.  AIRPORT MANAGER IS LEON TATE, PHONE
 JB0615'618-548-2411.
 JB0615'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND US HIGHWAY 50
 JB0615'(EXIT 116) ON THE WEST SIDE OF SALEM, GO EAST ON HIGHWAY 50 FOR 0.34
 JB0615'KM (0.21 MI)  TO A CROSS STREET.  TURN LEFT, NORTH, ON MISSOURI AVE.
 JB0615'THEN EAST ON MILLS CRAFT ROAD FOR 0.3 KM (0.2 MI) TO A PAVED ROAD ON
 JB0615'THE LEFT. TURN LEFT, NORTH, ON AIRPORT ROAD FOR 0.87 KM (0.54 MI) TO
 JB0615'A CROSSROAD. CONTINUE NORTH ON ROAD 950 E FOR 1.14 KM (0.71 MI) TO
 JB0615'THE STATION IN THE LAWN JUST SOUTH OF THE NORTH ONE OF TWO DRIVES ON
 JB0615'THE RIGHT.
 JB0615'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT
 JB0615'PROJECTS 10 CM.  THE STATION 8.7 M (28.5 FT)  EAST OF AND LEVEL WITH
 JB0615'THE ROAD CENTER, 6.7 M (22.0 FT)  SOUTH OF THE CENTER OF THE ENTRANCE
 JB0615'ROAD, 0.5 M (1.6 FT) NORTH OF A METAL WITNESS POST, AND 16.5 M
 JB0615'(54.1 FT)  WEST-NORTHWEST OF A LONE 35-CM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0830 ***********************************************************************
 HB0830  DESIGNATION -  A 157
 HB0830  PID         -  HB0830
 HB0830  STATE/COUNTY-  IL/PULASKI
 HB0830  USGS QUAD   -  PULASKI (1967)
 HB0830
 HB0830                         *CURRENT SURVEY CONTROL
 HB0830  ___________________________________________________________________
 HB0830* NAD 83(1986)-  37 11 02.     (N)    089 12 11.     (W)     SCALED    
 HB0830* NAVD 88     -       104.447  (meters)     342.67   (feet)  ADJUSTED  
 HB0830  ___________________________________________________________________
 HB0830  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB0830  DYNAMIC HT  -         104.372 (meters)     342.43  (feet)  COMP
 HB0830  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 HB0830
 HB0830  VERT ORDER  -  FIRST     CLASS I
 HB0830
 HB0830.The horizontal coordinates were scaled from a topographic map and have
 HB0830.an estimated accuracy of +/- 6 seconds.
 HB0830
 HB0830.The orthometric height was determined by differential leveling
 HB0830.and adjusted by the National Geodetic Survey in June 1991..
 HB0830.WARNING-Repeat measurements at this control monument indicate possible
 HB0830.vertical movement.
 HB0830
 HB0830.The geoid height was determined by GEOID03.
 HB0830
 HB0830.The dynamic height is computed by dividing the NAVD 88
 HB0830.geopotential number by the normal gravity value computed on the
 HB0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0830.degrees latitude (g = 980.6199 gals.).
 HB0830
 HB0830.The modeled gravity was interpolated from observed gravity values.
 HB0830
 HB0830;                    North         East    Units  Estimated Accuracy
 HB0830;SPC IL W     -    57,830.      785,560.      MT  (+/- 180 meters Scaled)
 HB0830
 HB0830                          SUPERSEDED SURVEY CONTROL
 HB0830
 HB0830  NGVD 29 (??/??/??)  104.375  (m)          342.44   (f) ADJUSTED    1 1
 HB0830
 HB0830.Superseded values are not recommended for survey control.
 HB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0830.See file dsdata.txt to determine how the superseded data were derived.
 HB0830
 HB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG044175(NAD 83)
 HB0830_MARKER: DB = BENCH MARK DISK
 HB0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0830_SP_SET: ABUTMENT
 HB0830_STAMPING: A 157 1954
 HB0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0830+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0830
 HB0830  HISTORY     - Date     Condition        Report By
 HB0830  HISTORY     - 1954     MONUMENTED       CGS
 HB0830  HISTORY     - 1969     GOOD             CGS
 HB0830  HISTORY     - 20020829 GOOD             USACE
 HB0830
 HB0830                          STATION DESCRIPTION
 HB0830
 HB0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0830'2 MI S FROM PULASKI.
 HB0830'ABOUT 2.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0830'THE POST OFFICE AT PULASKI, 0.25 MILE SOUTH OF MILEPOST 351,
 HB0830'12 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET IN THE TOP
 HB0830'OF THE WEST END OF THE SOUTH CONCRETE LEDGE ON THE SOUTH CONCRETE
 HB0830'ABUTMENT OF A RAILROAD BRIDGE OVER A CREEK, AND ABOUT 5 1/2
 HB0830'FEET BELOW THE LEVEL OF THE TRACK.  SEC 27, T15S, R1W.
 HB0830
 HB0830                          STATION RECOVERY (2002)
 HB0830
 HB0830'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0665 ***********************************************************************
 HB0665  DESIGNATION -  A 158
 HB0665  PID         -  HB0665
 HB0665  STATE/COUNTY-  IL/UNION
 HB0665  USGS QUAD   -  MAKANDA (1996)
 HB0665
 HB0665                         *CURRENT SURVEY CONTROL
 HB0665  ___________________________________________________________________
 HB0665* NAD 83(1986)-  37 33 30.     (N)    089 13 58.     (W)     SCALED    
 HB0665* NAVD 88     -       159.296  (meters)     522.62   (feet)  ADJUSTED  
 HB0665  ___________________________________________________________________
 HB0665  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HB0665  DYNAMIC HT  -         159.182 (meters)     522.25  (feet)  COMP
 HB0665  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 HB0665
 HB0665  VERT ORDER  -  FIRST     CLASS I
 HB0665
 HB0665.The horizontal coordinates were scaled from a topographic map and have
 HB0665.an estimated accuracy of +/- 6 seconds.
 HB0665
 HB0665.The orthometric height was determined by differential leveling
 HB0665.and adjusted by the National Geodetic Survey in June 1991..
 HB0665
 HB0665.The geoid height was determined by GEOID03.
 HB0665
 HB0665.The dynamic height is computed by dividing the NAVD 88
 HB0665.geopotential number by the normal gravity value computed on the
 HB0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0665.degrees latitude (g = 980.6199 gals.).
 HB0665
 HB0665.The modeled gravity was interpolated from observed gravity values.
 HB0665
 HB0665;                    North         East    Units  Estimated Accuracy
 HB0665;SPC IL W     -    99,360.      782,510.      MT  (+/- 180 meters Scaled)
 HB0665
 HB0665                          SUPERSEDED SURVEY CONTROL
 HB0665
 HB0665  NGVD 29 (??/??/??)  159.330  (m)          522.74   (f) ADJUSTED    1 1
 HB0665
 HB0665.Superseded values are not recommended for survey control.
 HB0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0665.See file dsdata.txt to determine how the superseded data were derived.
 HB0665
 HB0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG027591(NAD 83)
 HB0665_MARKER: DB = BENCH MARK DISK
 HB0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0665_SP_SET: ABUTMENT
 HB0665_STAMPING: A 158 1954
 HB0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0665
 HB0665  HISTORY     - Date     Condition        Report By
 HB0665  HISTORY     - 1954     MONUMENTED       CGS
 HB0665  HISTORY     - 1969     GOOD             CGS
 HB0665
 HB0665                          STATION DESCRIPTION
 HB0665
 HB0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0665'2.4 MI N FROM COBDEN.
 HB0665'ABOUT 2.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0665'THE POST OFFICE AT COBDEN, OR ABOUT 4.8 MILES SOUTH ALONG THE
 HB0665'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT MAKANDA, 0.2 MILE
 HB0665'SOUTHWEST OF A CONCRETE RAILROAD UNDERPASS FOR NEW U.S. HIGHWAY
 HB0665'51 WHICH IS NOW UNDER CONSTRUCTION, 188 1/2 FEET NORTHEAST OF
 HB0665'MILEPOST 321, 6 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 HB0665'NORTHWEST TRACK, SET IN THE TOP OF THE NORTHEAST END OF A
 HB0665'CONCRETE RETAINING WALL WHICH EXTENDS SOUTHWEST FROM THE
 HB0665'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD
 HB0665'TRESTLE OVE DRURY CREEK, 87.7 FEET SOUTHWEST OF SEMAPHORE
 HB0665'RAILROAD TRESTLE OVER DRURY CREEK, 87.7 FEET SOUTHWEST OF
 HB0665'SEMAPHORE SIGNAL NUMBER 320.9, AND ABOUT 1 1/2 FEET BELOW THE
 HB0665'LEVEL OF THE TRACK.  SEC 17, T 11 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0619 ***********************************************************************
 HB0619  DESIGNATION -  A 159
 HB0619  PID         -  HB0619
 HB0619  STATE/COUNTY-  IL/JACKSON
 HB0619  USGS QUAD   -  DE SOTO (1978)
 HB0619
 HB0619                         *CURRENT SURVEY CONTROL
 HB0619  ___________________________________________________________________
 HB0619* NAD 83(1986)-  37 50 01.     (N)    089 13 47.     (W)     SCALED    
 HB0619* NAVD 88     -       121.541  (meters)     398.76   (feet)  ADJUSTED  
 HB0619  ___________________________________________________________________
 HB0619  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HB0619  DYNAMIC HT  -         121.459 (meters)     398.49  (feet)  COMP
 HB0619  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 HB0619
 HB0619  VERT ORDER  -  FIRST     CLASS I
 HB0619
 HB0619.The horizontal coordinates were scaled from a topographic map and have
 HB0619.an estimated accuracy of +/- 6 seconds.
 HB0619
 HB0619.The orthometric height was determined by differential leveling
 HB0619.and adjusted by the National Geodetic Survey in June 1991..
 HB0619.WARNING-Repeat measurements at this control monument indicate possible
 HB0619.vertical movement.
 HB0619
 HB0619.The geoid height was determined by GEOID03.
 HB0619
 HB0619.The dynamic height is computed by dividing the NAVD 88
 HB0619.geopotential number by the normal gravity value computed on the
 HB0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0619.degrees latitude (g = 980.6199 gals.).
 HB0619
 HB0619.The modeled gravity was interpolated from observed gravity values.
 HB0619
 HB0619;                    North         East    Units  Estimated Accuracy
 HB0619;SPC IL W     -   129,920.      782,480.      MT  (+/- 180 meters Scaled)
 HB0619
 HB0619                          SUPERSEDED SURVEY CONTROL
 HB0619
 HB0619  NGVD 29 (??/??/??)  121.640  (m)          399.08   (f) ADJUSTED    1 1
 HB0619
 HB0619.Superseded values are not recommended for survey control.
 HB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0619.See file dsdata.txt to determine how the superseded data were derived.
 HB0619
 HB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG037896(NAD 83)
 HB0619_MARKER: DB = BENCH MARK DISK
 HB0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0619_STAMPING: A 159 1954
 HB0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0619+STABILITY: SURFACE MOTION
 HB0619
 HB0619  HISTORY     - Date     Condition        Report By
 HB0619  HISTORY     - 1954     MONUMENTED       CGS
 HB0619  HISTORY     - 1969     GOOD             CGS
 HB0619  HISTORY     - 1976     GOOD             ILDT
 HB0619  HISTORY     - 1976     GOOD             ILDT
 HB0619  HISTORY     - 1976     GOOD             ILDT
 HB0619
 HB0619                          STATION DESCRIPTION
 HB0619
 HB0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0619'1.2 MI N FROM DE SOTO.
 HB0619'ABOUT 1.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0619'FROM THE POST OFFICE AT DE SOTO, 0.3 MILE NORTH OF MILEPOST
 HB0619'301, 86 FEET WEST-SOUTHWEST OF THE CENTER OF A CROSSING OF THE
 HB0619'RAILROAD AND A GRAVELED ROAD, 79 1/2 FEET WEST OF THE WEST
 HB0619'RAIL OF THE WEST TRACK, 30 FEET SOUTH OF THE CENTER LINE OF THE
 HB0619'ROAD, 69 FEET WEST OF A RAILROAD CROSSING SIGN, 9 FEET SOUTH OF A
 HB0619'POWER POLE, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 4
 HB0619'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 HB0619'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 HB0619'GROUND.  SEC 17, T 8S, R 1W
 HB0619
 HB0619                          STATION RECOVERY (1976)
 HB0619
 HB0619'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0619'RECOVERED IN GOOD CONDITION.
 HB0619
 HB0619                          STATION RECOVERY (1976)
 HB0619
 HB0619'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0619'RECOVERED IN GOOD CONDITION.
 HB0619
 HB0619                          STATION RECOVERY (1976)
 HB0619
 HB0619'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1035 ***********************************************************************
 JB1035  DESIGNATION -  A 160
 JB1035  PID         -  JB1035
 JB1035  STATE/COUNTY-  IL/WASHINGTON
 JB1035  USGS QUAD   -  IRVINGTON (1974)
 JB1035
 JB1035                         *CURRENT SURVEY CONTROL
 JB1035  ___________________________________________________________________
 JB1035* NAD 83(1986)-  38 25 51.     (N)    089 09 54.     (W)     SCALED    
 JB1035* NAVD 88     -       165.229  (meters)     542.09   (feet)  ADJUSTED  
 JB1035  ___________________________________________________________________
 JB1035  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JB1035  DYNAMIC HT  -         165.123 (meters)     541.74  (feet)  COMP
 JB1035  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 JB1035
 JB1035  VERT ORDER  -  FIRST     CLASS I
 JB1035
 JB1035.The horizontal coordinates were scaled from a topographic map and have
 JB1035.an estimated accuracy of +/- 6 seconds.
 JB1035
 JB1035.The orthometric height was determined by differential leveling
 JB1035.and adjusted by the National Geodetic Survey in June 1991..
 JB1035.WARNING-Repeat measurements at this control monument indicate possible
 JB1035.vertical movement.
 JB1035
 JB1035.The geoid height was determined by GEOID03.
 JB1035
 JB1035.The dynamic height is computed by dividing the NAVD 88
 JB1035.geopotential number by the normal gravity value computed on the
 JB1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1035.degrees latitude (g = 980.6199 gals.).
 JB1035
 JB1035.The modeled gravity was interpolated from observed gravity values.
 JB1035
 JB1035;                    North         East    Units  Estimated Accuracy
 JB1035;SPC IL W     -   196,270.      787,460.      MT  (+/- 180 meters Scaled)
 JB1035
 JB1035                          SUPERSEDED SURVEY CONTROL
 JB1035
 JB1035  NGVD 29 (??/??/92)  165.343  (m)          542.46   (f) ADJ UNCH    1 1
 JB1035
 JB1035.Superseded values are not recommended for survey control.
 JB1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1035.See file dsdata.txt to determine how the superseded data were derived.
 JB1035
 JB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH110558(NAD 83)
 JB1035_MARKER: DB = BENCH MARK DISK
 JB1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1035_STAMPING: A 160 1954
 JB1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1035+STABILITY: SURFACE MOTION
 JB1035
 JB1035  HISTORY     - Date     Condition        Report By
 JB1035  HISTORY     - 1954     MONUMENTED       CGS
 JB1035  HISTORY     - 1969     GOOD             NGS
 JB1035
 JB1035                          STATION DESCRIPTION
 JB1035
 JB1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1035'0.6 MI S FROM IRVINGTON.
 JB1035'ABOUT 0.55 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1035'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 177 AT IRVINGTON,
 JB1035'0.2 MILE SOUTH OF MILEPOST 259, 65 FEET SOUTHEAST OF THE CENTER
 JB1035'OF A CROSSING OF THE EAST SET OF MAIN TRACKS OF THE RAILROAD AND
 JB1035'A TRAIL ROAD, 50 1/2 FEET EAST OF THE EAST RAIL OF THE EAST SET
 JB1035'OF MAIN TRACKS, 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3
 JB1035'FEET SOUTH OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES,
 JB1035'1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW
 JB1035'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JB1035'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 JB1035'SEC 23, T 1 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1075 ***********************************************************************
 JB1075  DESIGNATION -  A 161
 JB1075  PID         -  JB1075
 JB1075  STATE/COUNTY-  IL/PERRY
 JB1075  USGS QUAD   -  DU QUOIN (1975)
 JB1075
 JB1075                         *CURRENT SURVEY CONTROL
 JB1075  ___________________________________________________________________
 JB1075* NAD 83(1986)-  38 05 51.     (N)    089 14 09.     (W)     SCALED    
 JB1075* NAVD 88     -       147.045  (meters)     482.43   (feet)  ADJUSTED  
 JB1075  ___________________________________________________________________
 JB1075  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JB1075  DYNAMIC HT  -         146.948 (meters)     482.11  (feet)  COMP
 JB1075  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 JB1075
 JB1075  VERT ORDER  -  FIRST     CLASS I
 JB1075
 JB1075.The horizontal coordinates were scaled from a topographic map and have
 JB1075.an estimated accuracy of +/- 6 seconds.
 JB1075
 JB1075.The orthometric height was determined by differential leveling
 JB1075.and adjusted by the National Geodetic Survey in June 1991..
 JB1075.WARNING-Repeat measurements at this control monument indicate possible
 JB1075.vertical movement.
 JB1075
 JB1075.The geoid height was determined by GEOID03.
 JB1075
 JB1075.The dynamic height is computed by dividing the NAVD 88
 JB1075.geopotential number by the normal gravity value computed on the
 JB1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1075.degrees latitude (g = 980.6199 gals.).
 JB1075
 JB1075.The modeled gravity was interpolated from observed gravity values.
 JB1075
 JB1075;                    North         East    Units  Estimated Accuracy
 JB1075;SPC IL W     -   159,200.      781,650.      MT  (+/- 180 meters Scaled)
 JB1075
 JB1075                          SUPERSEDED SURVEY CONTROL
 JB1075
 JB1075  NGVD 29 (??/??/92)  147.139  (m)          482.74   (f) ADJ UNCH    1 1
 JB1075
 JB1075.Superseded values are not recommended for survey control.
 JB1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1075.See file dsdata.txt to determine how the superseded data were derived.
 JB1075
 JB1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH039189(NAD 83)
 JB1075_MARKER: DB = BENCH MARK DISK
 JB1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1075_STAMPING: A 161 1954
 JB1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1075+STABILITY: SURFACE MOTION
 JB1075
 JB1075  HISTORY     - Date     Condition        Report By
 JB1075  HISTORY     - 1954     MONUMENTED       CGS
 JB1075  HISTORY     - 1969     GOOD             NGS
 JB1075  HISTORY     - 1978     GOOD             ILDT
 JB1075
 JB1075                          STATION DESCRIPTION
 JB1075
 JB1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1075'2.8 MI S FROM TAMAROA.
 JB1075'ABOUT 0.05 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE
 JB1075'AT TAMAROA, THENCE 2.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 JB1075'RAILROAD, 0.5 MILE NORTH OF MILEPOST 283, 100 FEET EAST-SOUTHEAST
 JB1075'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED ROAD,
 JB1075'96 1/2 FEET EAST OF THE EAST RAIL OF THE EAST SET OF TRACKS,
 JB1075'38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 61 FEET
 JB1075'EAST-NORTHEAST OF A TELEPHONE POLE, 18 FEET SOUTH OF A CORNER
 JB1075'FENCE POST, 1 FOOT WEST OF A FENCE, 1.0 FOOT SOUTHEAST OF A METAL
 JB1075'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND
 JB1075'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 JB1075'THE SURFACE OF THE GROUND.  SEC 17, T5S, R1W.
 JB1075
 JB1075                          STATION RECOVERY (1978)
 JB1075
 JB1075'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 JB1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0796 ***********************************************************************
 LC0796  DESIGNATION -  A 162
 LC0796  PID         -  LC0796
 LC0796  STATE/COUNTY-  IL/TAZEWELL
 LC0796  USGS QUAD   -  MORTON (1995)
 LC0796
 LC0796                         *CURRENT SURVEY CONTROL
 LC0796  ___________________________________________________________________
 LC0796* NAD 83(1986)-  40 31 40.     (N)    089 29 09.     (W)     SCALED    
 LC0796* NAVD 88     -       197.662  (meters)     648.50   (feet)  ADJUSTED  
 LC0796  ___________________________________________________________________
 LC0796  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LC0796  DYNAMIC HT  -         197.567 (meters)     648.18  (feet)  COMP
 LC0796  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 LC0796
 LC0796  VERT ORDER  -  FIRST     CLASS II
 LC0796
 LC0796.The horizontal coordinates were scaled from a topographic map and have
 LC0796.an estimated accuracy of +/- 6 seconds.
 LC0796
 LC0796.The orthometric height was determined by differential leveling
 LC0796.and adjusted by the National Geodetic Survey in June 1991..
 LC0796
 LC0796.The geoid height was determined by GEOID03.
 LC0796
 LC0796.The dynamic height is computed by dividing the NAVD 88
 LC0796.geopotential number by the normal gravity value computed on the
 LC0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0796.degrees latitude (g = 980.6199 gals.).
 LC0796
 LC0796.The modeled gravity was interpolated from observed gravity values.
 LC0796
 LC0796;                    North         East    Units  Estimated Accuracy
 LC0796;SPC IL W     -   428,810.      757,690.      MT  (+/- 180 meters Scaled)
 LC0796
 LC0796                          SUPERSEDED SURVEY CONTROL
 LC0796
 LC0796  NGVD 29 (??/??/92)  197.753  (m)          648.79   (f) ADJ UNCH    1 2
 LC0796
 LC0796.Superseded values are not recommended for survey control.
 LC0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0796.See file dsdata.txt to determine how the superseded data were derived.
 LC0796
 LC0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK894893(NAD 83)
 LC0796_MARKER: DB = BENCH MARK DISK
 LC0796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0796_SP_SET: BUILDING
 LC0796_STAMPING: A 162 1954
 LC0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0796
 LC0796  HISTORY     - Date     Condition        Report By
 LC0796  HISTORY     - 1954     MONUMENTED       CGS
 LC0796
 LC0796                          STATION DESCRIPTION
 LC0796
 LC0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0796'AT TREMONT.
 LC0796'AT TREMONT, ABOUT 0.35 MILE EAST ALONG THE NEW YORK CENTRAL
 LC0796'RAILROAD FROM THE STATION, AT EAST EDGE OF TOWN, ABOUT 61 YARDS
 LC0796'NORTH OF TRACK, IN THE TOP OF THE SOUTHEAST CORNER OF CONCRETE
 LC0796'BASE OF RADIO TOWER OF CULLINAN AND SON CONSTRUCTION COMPANY
 LC0796'AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0998 ***********************************************************************
 LC0998  DESIGNATION -  A 163
 LC0998  PID         -  LC0998
 LC0998  STATE/COUNTY-  IL/MCLEAN
 LC0998  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC0998
 LC0998                         *CURRENT SURVEY CONTROL
 LC0998  ___________________________________________________________________
 LC0998* NAD 83(1986)-  40 29 35.     (N)    089 04 45.     (W)     SCALED    
 LC0998* NAVD 88     -       250.234  (meters)     820.98   (feet)  ADJUSTED  
 LC0998  ___________________________________________________________________
 LC0998  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC0998  DYNAMIC HT  -         250.117 (meters)     820.59  (feet)  COMP
 LC0998  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 LC0998
 LC0998  VERT ORDER  -  FIRST     CLASS II
 LC0998
 LC0998.The horizontal coordinates were scaled from a topographic map and have
 LC0998.an estimated accuracy of +/- 6 seconds.
 LC0998
 LC0998.The orthometric height was determined by differential leveling
 LC0998.and adjusted by the National Geodetic Survey in June 1991..
 LC0998
 LC0998.The geoid height was determined by GEOID03.
 LC0998
 LC0998.The dynamic height is computed by dividing the NAVD 88
 LC0998.geopotential number by the normal gravity value computed on the
 LC0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0998.degrees latitude (g = 980.6199 gals.).
 LC0998
 LC0998.The modeled gravity was interpolated from observed gravity values.
 LC0998
 LC0998;                    North         East    Units  Estimated Accuracy
 LC0998;SPC IL E     -   425,020.      236,770.      MT  (+/- 180 meters Scaled)
 LC0998
 LC0998                          SUPERSEDED SURVEY CONTROL
 LC0998
 LC0998  NGVD 29 (??/??/92)  250.298  (m)          821.19   (f) ADJ UNCH    1 2
 LC0998
 LC0998.Superseded values are not recommended for survey control.
 LC0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0998.See file dsdata.txt to determine how the superseded data were derived.
 LC0998
 LC0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK238845(NAD 83)
 LC0998_MARKER: DB = BENCH MARK DISK
 LC0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0998_STAMPING: A 163 1954
 LC0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0998+STABILITY: SURFACE MOTION
 LC0998
 LC0998  HISTORY     - Date     Condition        Report By
 LC0998  HISTORY     - 1954     MONUMENTED       CGS
 LC0998
 LC0998                          STATION DESCRIPTION
 LC0998
 LC0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0998'5 MI NW FROM BLOOMINGTON.
 LC0998'ABOUT 5.0 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0998'THE FREIGHT STATION AT BLOOMINGTON, AT TWIN GROVE, AT A ROAD
 LC0998'CROSSING, 37 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 51 FEET
 LC0998'WEST-SOUTHWEST OF CENTER OF CROSSING OF ROAD, 42 FEET WEST OF
 LC0998'CENTER LINE OF ROAD, 41 FEET SOUTH-SOUTHEAST OF THE 7TH TELEPHONE
 LC0998'POLE SOUTHEAST OF MILE POST IND 171, 6 FEET NORTHEAST OF A FENCE
 LC0998'LINE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4
 LC0998'FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 LC0998'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0420 ***********************************************************************
 LC0420  DESIGNATION -  A 164
 LC0420  PID         -  LC0420
 LC0420  STATE/COUNTY-  IL/MCLEAN
 LC0420  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0420
 LC0420                         *CURRENT SURVEY CONTROL
 LC0420  ___________________________________________________________________
 LC0420* NAD 83(1986)-  40 28 46.     (N)    088 58 55.     (W)     SCALED    
 LC0420* NAVD 88     -       252.068  (meters)     826.99   (feet)  ADJUSTED  
 LC0420  ___________________________________________________________________
 LC0420  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0420  DYNAMIC HT  -         251.950 (meters)     826.61  (feet)  COMP
 LC0420  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 LC0420
 LC0420  VERT ORDER  -  FIRST     CLASS I
 LC0420
 LC0420.The horizontal coordinates were scaled from a topographic map and have
 LC0420.an estimated accuracy of +/- 6 seconds.
 LC0420
 LC0420.The orthometric height was determined by differential leveling
 LC0420.and adjusted by the National Geodetic Survey in June 1991..
 LC0420
 LC0420.The geoid height was determined by GEOID03.
 LC0420
 LC0420.The dynamic height is computed by dividing the NAVD 88
 LC0420.geopotential number by the normal gravity value computed on the
 LC0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0420.degrees latitude (g = 980.6199 gals.).
 LC0420
 LC0420.The modeled gravity was interpolated from observed gravity values.
 LC0420
 LC0420;                    North         East    Units  Estimated Accuracy
 LC0420;SPC IL E     -   423,440.      245,000.      MT  (+/- 180 meters Scaled)
 LC0420
 LC0420                          SUPERSEDED SURVEY CONTROL
 LC0420
 LC0420  NGVD 29 (??/??/92)  252.123  (m)          827.17   (f) ADJ UNCH    1 1
 LC0420
 LC0420.Superseded values are not recommended for survey control.
 LC0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0420.See file dsdata.txt to determine how the superseded data were derived.
 LC0420
 LC0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK320828(NAD 83)
 LC0420_MARKER: DB = BENCH MARK DISK
 LC0420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LC0420_SP_SET: BRIDGE ABUTMENT
 LC0420_STAMPING: A 164 1954
 LC0420_MARK LOGO: CGS   
 LC0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0420
 LC0420  HISTORY     - Date     Condition        Report By
 LC0420  HISTORY     - 1954     MONUMENTED       CGS
 LC0420  HISTORY     - 1969     GOOD             NGS
 LC0420  HISTORY     - 1986     GOOD             NGS
 LC0420
 LC0420                          STATION DESCRIPTION
 LC0420
 LC0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0420'0.6 MI E FROM BLOOMINGTON.
 LC0420'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0420'COUNTY COURTHOUSE AT BLOOMINGTON, SET IN THE TOP OF THE FIRST
 LC0420'CONCRETE STEP BELOW THE TOP AND AT THE WEST END OF THE SOUTH
 LC0420'CONCRETE ABUTMENT OF THE E. WASHINGTON STREET UNDERPASS FOR THE
 LC0420'ILLINOIS CENTRAL RAILROAD, 44 1/2 FEET WEST OF THE WEST RAIL OF
 LC0420'THE MAIN TRACK, 33 FEET SOUTH OF THE CENTER OF THE RAILROAD
 LC0420'OVERPASS, 9 FEET WEST OF THE WEST RAIL OF A SIDETRACK, AND ABOUT
 LC0420'1 FOOT BELOW THE LEVEL OF THE TRACK.
 LC0420
 LC0420                          STATION RECOVERY (1986)
 LC0420
 LC0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0420'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 LC0420'BLOOMINGTON, AT THE INTERSECTION OF EAST WASHINGTON AND RAILROAD
 LC0420'STREETS, IN THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF AN
 LC0420'ABANDONED RAILROAD OVERPASS, 45.6 M (149.6 FT) WEST OF THE CENTER OF
 LC0420'RAILROAD STREET, 10.1 M (33.1 FT) SOUTH OF THE CENTERLINE OF EAST
 LC0420'WASHINGTON STREET, AND 1.2 M (3.9 FT) EAST OF THE WEST END OF THE
 LC0420'ABUTMENT.
 LC0420'THE MARK IS 0.3 M BELOW THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0385 ***********************************************************************
 LC0385  DESIGNATION -  A 165
 LC0385  PID         -  LC0385
 LC0385  STATE/COUNTY-  IL/MCLEAN
 LC0385  USGS QUAD   -  LE ROY (1981)
 LC0385
 LC0385                         *CURRENT SURVEY CONTROL
 LC0385  ___________________________________________________________________
 LC0385* NAD 83(1986)-  40 21 49.     (N)    088 48 34.     (W)     SCALED    
 LC0385* NAVD 88     -       243.804  (meters)     799.88   (feet)  ADJUSTED  
 LC0385  ___________________________________________________________________
 LC0385  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC0385  DYNAMIC HT  -         243.687 (meters)     799.50  (feet)  COMP
 LC0385  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 LC0385
 LC0385  VERT ORDER  -  FIRST     CLASS II
 LC0385
 LC0385.The horizontal coordinates were scaled from a topographic map and have
 LC0385.an estimated accuracy of +/- 6 seconds.
 LC0385
 LC0385.The orthometric height was determined by differential leveling
 LC0385.and adjusted by the National Geodetic Survey in June 1991..
 LC0385
 LC0385.The geoid height was determined by GEOID03.
 LC0385
 LC0385.The dynamic height is computed by dividing the NAVD 88
 LC0385.geopotential number by the normal gravity value computed on the
 LC0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0385.degrees latitude (g = 980.6199 gals.).
 LC0385
 LC0385.The modeled gravity was interpolated from observed gravity values.
 LC0385
 LC0385;                    North         East    Units  Estimated Accuracy
 LC0385;SPC IL E     -   410,480.      259,560.      MT  (+/- 180 meters Scaled)
 LC0385
 LC0385                          SUPERSEDED SURVEY CONTROL
 LC0385
 LC0385  NGVD 29 (??/??/92)  243.860  (m)          800.06   (f) ADJ UNCH    1 2
 LC0385
 LC0385.Superseded values are not recommended for survey control.
 LC0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0385.See file dsdata.txt to determine how the superseded data were derived.
 LC0385
 LC0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK463696(NAD 83)
 LC0385_MARKER: DB = BENCH MARK DISK
 LC0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0385_SP_SET: TRANSFORMER BASE
 LC0385_STAMPING: A 165 1954
 LC0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0385
 LC0385  HISTORY     - Date     Condition        Report By
 LC0385  HISTORY     - 1954     MONUMENTED       CGS
 LC0385  HISTORY     - 1959     GOOD             NGS
 LC0385  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0385
 LC0385                          STATION DESCRIPTION
 LC0385
 LC0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0385'2.6 MI NW FROM LE ROY.
 LC0385'ABOUT 2.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0385'THE STATION AT LE ROY, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 LC0385'IN THE TOP OF THE CENTER OF AN ABANDONED TRANSFORMER BASE OF A POWER
 LC0385'SUB-STATION (BASE 3 1/2 FEET SQUARE), 54 1/2 FEET SOUTHWEST OF THE
 LC0385'SOUTHWEST RAIL, 101 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 LC0385'70 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A STEEL FENCE
 LC0385'AROUND POWER SUB-STATION, 46 FEET EAST OF THE CENTER LINE OF THE
 LC0385'ROAD, 51 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 153/10, 24 FEET
 LC0385'EAST OF A POWER POLE, 16 1/2 FEET SOUTHEAST OF A CONCRETE R/W POST,
 LC0385'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, 10 FEET NORTHWEST
 LC0385'OF THE NORTHWEST CORNER OF A 10 BY 12 FOOT SLAB OF CONCRETE, THE
 LC0385'ABANDONED SUB-STATION BASE IS FLUSH WITH THE GROUND.
 LC0385
 LC0385                          STATION RECOVERY (1986)
 LC0385
 LC0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1492 ***********************************************************************
 ME1492  DESIGNATION -  A 166
 ME1492  PID         -  ME1492
 ME1492  STATE/COUNTY-  IL/KANKAKEE
 ME1492  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME1492
 ME1492                         *CURRENT SURVEY CONTROL
 ME1492  ___________________________________________________________________
 ME1492* NAD 83(1986)-  41 11 20.     (N)    087 31 38.     (W)     SCALED    
 ME1492* NAVD 88     -       192.208  (meters)     630.60   (feet)  ADJUSTED  
 ME1492  ___________________________________________________________________
 ME1492  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME1492  DYNAMIC HT  -         192.128 (meters)     630.34  (feet)  COMP
 ME1492  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 ME1492
 ME1492  VERT ORDER  -  SECOND    CLASS 0
 ME1492
 ME1492.The horizontal coordinates were scaled from a topographic map and have
 ME1492.an estimated accuracy of +/- 6 seconds.
 ME1492
 ME1492.The orthometric height was determined by differential leveling
 ME1492.and adjusted by the National Geodetic Survey in June 1991..
 ME1492
 ME1492.The geoid height was determined by GEOID03.
 ME1492
 ME1492.The dynamic height is computed by dividing the NAVD 88
 ME1492.geopotential number by the normal gravity value computed on the
 ME1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1492.degrees latitude (g = 980.6199 gals.).
 ME1492
 ME1492.The modeled gravity was interpolated from observed gravity values.
 ME1492
 ME1492;                    North         East    Units  Estimated Accuracy
 ME1492;SPC IL E     -   502,330.      367,630.      MT  (+/- 180 meters Scaled)
 ME1492
 ME1492                          SUPERSEDED SURVEY CONTROL
 ME1492
 ME1492  NGVD 29 (??/??/92)  192.298  (m)          630.90   (f) ADJ UNCH    2 0
 ME1492
 ME1492.Superseded values are not recommended for survey control.
 ME1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1492.See file dsdata.txt to determine how the superseded data were derived.
 ME1492
 ME1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL557598(NAD 83)
 ME1492_MARKER: DB = BENCH MARK DISK
 ME1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1492_STAMPING: A 166 1954
 ME1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1492+STABILITY: SURFACE MOTION
 ME1492
 ME1492  HISTORY     - Date     Condition        Report By
 ME1492  HISTORY     - 1954     MONUMENTED       CGS
 ME1492
 ME1492                          STATION DESCRIPTION
 ME1492
 ME1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1492'7.4 MI E FROM MOMENCE.
 ME1492'ABOUT 7.45 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1492'THE STATION AT KANKAKEE, AT CROSSING OF INDIANA-ILLINOIS STATE
 ME1492'LINE ROAD AT ILLINOI, 228 FEET WEST-SOUTHWEST OF CENTER OF
 ME1492'CROSSING OF STATE LINE ROAD AND MAIN TRACK, 25 FEET SOUTH OF SOUTH
 ME1492'RAIL OF A SIDE TRACK, 38 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK,
 ME1492'9 FEET NORTHEAST OF NORTHWEST CORNER OF CONCRETE BLOCK BUILDING OF
 ME1492'ELEVATOR SCALE HOUSE, 20 FEET WEST-NORTHWEST OF NORTHEAST CORNER
 ME1492'OF SAME BUILDING, 3 1/2 FEET EAST OF A POWER POLE, ABOUT 2 FEET
 ME1492'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1492'1 INCH.  NOTE-- MARK IS ABOUT 4.1 MILES WEST ALONG THE N.Y.C.RR
 ME1492'FROM THE STATION AT SCHNEIDER, LAKE COUNTY, INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0188 ***********************************************************************
 LC0188  DESIGNATION -  A 167
 LC0188  PID         -  LC0188
 LC0188  STATE/COUNTY-  IL/CHAMPAIGN
 LC0188  USGS QUAD   -  ST JOSEPH (1968)
 LC0188
 LC0188                         *CURRENT SURVEY CONTROL
 LC0188  ___________________________________________________________________
 LC0188* NAD 83(1986)-  40 01 46.     (N)    088 00 35.     (W)     SCALED    
 LC0188* NAVD 88     -       204.555  (meters)     671.11   (feet)  ADJUSTED  
 LC0188  ___________________________________________________________________
 LC0188  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC0188  DYNAMIC HT  -         204.450 (meters)     670.77  (feet)  COMP
 LC0188  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 LC0188
 LC0188  VERT ORDER  -  FIRST     CLASS II
 LC0188
 LC0188.The horizontal coordinates were scaled from a topographic map and have
 LC0188.an estimated accuracy of +/- 6 seconds.
 LC0188
 LC0188.The orthometric height was determined by differential leveling
 LC0188.and adjusted by the National Geodetic Survey in June 1991..
 LC0188.WARNING-Repeat measurements at this control monument indicate possible
 LC0188.vertical movement.
 LC0188
 LC0188.The geoid height was determined by GEOID03.
 LC0188
 LC0188.The dynamic height is computed by dividing the NAVD 88
 LC0188.geopotential number by the normal gravity value computed on the
 LC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0188.degrees latitude (g = 980.6199 gals.).
 LC0188
 LC0188.The modeled gravity was interpolated from observed gravity values.
 LC0188
 LC0188;                    North         East    Units  Estimated Accuracy
 LC0188;SPC IL E     -   373,320.      327,620.      MT  (+/- 180 meters Scaled)
 LC0188
 LC0188                          SUPERSEDED SURVEY CONTROL
 LC0188
 LC0188  NGVD 29 (??/??/92)  204.610  (m)          671.29   (f) ADJ UNCH    1 2
 LC0188
 LC0188.Superseded values are not recommended for survey control.
 LC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0188.See file dsdata.txt to determine how the superseded data were derived.
 LC0188
 LC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK138315(NAD 83)
 LC0188_MARKER: DB = BENCH MARK DISK
 LC0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0188_SP_SET: CONCRETE POST
 LC0188_STAMPING: A 167 1954
 LC0188_MARK LOGO: CGS   
 LC0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0188+STABILITY: SURFACE MOTION
 LC0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0188+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 LC0188
 LC0188  HISTORY     - Date     Condition        Report By
 LC0188  HISTORY     - 1954     MONUMENTED       CGS
 LC0188  HISTORY     - 1973     GOOD             NGS
 LC0188  HISTORY     - 1986     GOOD             NGS
 LC0188  HISTORY     - 19980420 GOOD             BCA
 LC0188  HISTORY     - 20051123 GOOD             ILDT
 LC0188
 LC0188                          STATION DESCRIPTION
 LC0188
 LC0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0188'2.8 MI W FROM HOMER.
 LC0188'ABOUT 2.8 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION
 LC0188'AT HOMER, ABOUT 0.2 MILE WEST OF MILE POLE 324, AT A NORTH-SOUTH
 LC0188'GRAVEL ROAD CROSSING, 28 1/2 FEET SOUTH OF SOUTH RAIL, 28 1/2
 LC0188'FEET WEST OF CENTER LINE OF ROAD, 44 FEET SOUTHWEST OF CENTER
 LC0188'OF CROSSING, 49 FEET SOUTH-SOUTHWEST AND ACROSS TRACK FROM A
 LC0188'CROSSING WARNING SIGN, 47 FEET WEST-SOUTHWEST AND ACROSS ROAD
 LC0188'FROM A CROSSING SIGN, 8 FEET WEST OF A FENCE CORNER, 76 FEET
 LC0188'EAST OF THE FIRST TELEPHONE POLE WEST OF CROSSING, ABOUT 2 1/2
 LC0188'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 LC0188'POST PROJECTING 3 INCHES.
 LC0188
 LC0188                          STATION RECOVERY (1973)
 LC0188
 LC0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0188'RECOVERED IN GOOD CONDITION.
 LC0188
 LC0188                          STATION RECOVERY (1986)
 LC0188
 LC0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0188'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.6 KM (2.85
 LC0188'MI) WESTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION WITH STATE
 LC0188'HIGHWAY 49 IN HOMER, THENCE 0.6 KM (0.35 MI) SOUTH ALONG A PAVED ROAD.
 LC0188'DELETE--8 FEET WEST OF A FENCE CORNER.  ADD--0.3 M (1.0 FT) EAST OF A
 LC0188'WITNESS POST.
 LC0188
 LC0188                          STATION RECOVERY (1998)
 LC0188
 LC0188'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LC0188'STATION IS 28.7 FT WEST OF THE CENTERLINE OF CR 2400E.  28.5 FT SOUTH
 LC0188'OF THE SOUTH RAIL OF THE TRACKS.  12.4 FT NORTHEAST OF THE SOUTHEAST
 LC0188'CORNER OF A SIGNAL BOX.  0.9 FT NORTHEAST OF A WITNESS POST.  51.1 FT
 LC0188'SOUTHWEST OF A UTIL POLE ACROSS THE ROAD.
 LC0188' 
 LC0188'CROSSING IS NOW GATED WITH LIGHTS.
 LC0188
 LC0188                          STATION RECOVERY (2005)
 LC0188
 LC0188'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1446 ***********************************************************************
 KA1446  DESIGNATION -  A 168
 KA1446  PID         -  KA1446
 KA1446  STATE/COUNTY-  IL/VERMILION
 KA1446  USGS QUAD   -  SIDELL (1982)
 KA1446
 KA1446                         *CURRENT SURVEY CONTROL
 KA1446  ___________________________________________________________________
 KA1446* NAD 83(1986)-  39 54 46.     (N)    087 49 19.     (W)     SCALED    
 KA1446* NAVD 88     -       207.898  (meters)     682.08   (feet)  ADJUSTED  
 KA1446  ___________________________________________________________________
 KA1446  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KA1446  DYNAMIC HT  -         207.791 (meters)     681.73  (feet)  COMP
 KA1446  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 KA1446
 KA1446  VERT ORDER  -  FIRST     CLASS II
 KA1446
 KA1446.The horizontal coordinates were scaled from a topographic map and have
 KA1446.an estimated accuracy of +/- 6 seconds.
 KA1446
 KA1446.The orthometric height was determined by differential leveling
 KA1446.and adjusted by the National Geodetic Survey in June 1991..
 KA1446
 KA1446.The geoid height was determined by GEOID03.
 KA1446
 KA1446.The dynamic height is computed by dividing the NAVD 88
 KA1446.geopotential number by the normal gravity value computed on the
 KA1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1446.degrees latitude (g = 980.6199 gals.).
 KA1446
 KA1446.The modeled gravity was interpolated from observed gravity values.
 KA1446
 KA1446;                    North         East    Units  Estimated Accuracy
 KA1446;SPC IL E     -   360,440.      343,720.      MT  (+/- 180 meters Scaled)
 KA1446
 KA1446                          SUPERSEDED SURVEY CONTROL
 KA1446
 KA1446  NGVD 29 (??/??/92)  207.960  (m)          682.28   (f) ADJ UNCH    1 2
 KA1446
 KA1446.Superseded values are not recommended for survey control.
 KA1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1446.See file dsdata.txt to determine how the superseded data were derived.
 KA1446
 KA1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK297184(NAD 83)
 KA1446_MARKER: DB = BENCH MARK DISK
 KA1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1446_SP_SET: WATER TOWER BASE
 KA1446_STAMPING: A 168 1954
 KA1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1446
 KA1446  HISTORY     - Date     Condition        Report By
 KA1446  HISTORY     - 1954     MONUMENTED       CGS
 KA1446  HISTORY     - 1956     GOOD             NGS
 KA1446
 KA1446                          STATION DESCRIPTION
 KA1446
 KA1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1446'AT SIDELL.
 KA1446'AT SIDELL, AT THE WATER TOWER, ABOUT 0.1 MILE NORTH ALONG A
 KA1446'PAVED ROAD LEADING TO FAIRMOUNT FROM THE CROSSING OF THE CHICAGO
 KA1446'AND EASTERN ILLINOIS RAILROAD, IN THE TOP OF WEST CORNER OF
 KA1446'CONCRETE BASE OF SOUTHWEST LEG OF WATER TOWER, 93 FEET EAST OF
 KA1446'CENTER LINE OF ROAD AND 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1614 ***********************************************************************
 ME1614  DESIGNATION -  A 169
 ME1614  PID         -  ME1614
 ME1614  STATE/COUNTY-  IL/COOK
 ME1614  USGS QUAD   -  JACKSON PARK (1993)
 ME1614
 ME1614                         *CURRENT SURVEY CONTROL
 ME1614  ___________________________________________________________________
 ME1614* NAD 83(1986)-  41 51 36.     (N)    087 36 36.     (W)     SCALED    
 ME1614* NAVD 88     -       180.102  (meters)     590.88   (feet)  ADJUSTED  
 ME1614  ___________________________________________________________________
 ME1614  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME1614  DYNAMIC HT  -         180.041 (meters)     590.68  (feet)  COMP
 ME1614  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 ME1614
 ME1614  VERT ORDER  -  SECOND    CLASS 0
 ME1614
 ME1614.This mark is at Merrill C Meigs Airport (CGX)
 ME1614
 ME1614.The horizontal coordinates were scaled from a topographic map and have
 ME1614.an estimated accuracy of +/- 6 seconds.
 ME1614
 ME1614.The orthometric height was determined by differential leveling
 ME1614.and adjusted by the National Geodetic Survey in June 1991..
 ME1614
 ME1614.The geoid height was determined by GEOID03.
 ME1614
 ME1614.The dynamic height is computed by dividing the NAVD 88
 ME1614.geopotential number by the normal gravity value computed on the
 ME1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1614.degrees latitude (g = 980.6199 gals.).
 ME1614
 ME1614.The modeled gravity was interpolated from observed gravity values.
 ME1614
 ME1614;                    North         East    Units  Estimated Accuracy
 ME1614;SPC IL E     -   576,810.      360,060.      MT  (+/- 180 meters Scaled)
 ME1614
 ME1614                          SUPERSEDED SURVEY CONTROL
 ME1614
 ME1614  NGVD 29 (??/??/92)  180.194  (m)          591.19   (f) ADJ UNCH    2 0
 ME1614
 ME1614.Superseded values are not recommended for survey control.
 ME1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1614.See file dsdata.txt to determine how the superseded data were derived.
 ME1614
 ME1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM493344(NAD 83)
 ME1614_MARKER: DB = BENCH MARK DISK
 ME1614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1614_SP_SET: BUILDING
 ME1614_STAMPING: A 169 1959
 ME1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1614
 ME1614  HISTORY     - Date     Condition        Report By
 ME1614  HISTORY     - 1959     MONUMENTED       CGS
 ME1614  HISTORY     - 1973     GOOD             NGS
 ME1614  HISTORY     - 1977     GOOD             NGS
 ME1614  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1614
 ME1614                          STATION DESCRIPTION
 ME1614
 ME1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1614'AT CHICAGO.
 ME1614'A STANDARD BRONZE DISK SET IN THE SOUTHWEST CORNER OF A 10 FOOT
 ME1614'SQUARE CONCRETE VAULT ON THE AIRPORT PROPERTY AND JUST SOUTHWEST
 ME1614'OF THE TERMINAL BUILDING HOUSING THE OFFICES OF BUTLER AVIATION.
 ME1614'THE DISK IS SET IN A DRILL HOLE IN THE TOP OF THE VAULT.
 ME1614
 ME1614                          STATION RECOVERY (1973)
 ME1614
 ME1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1614'RECOVERED IN GOOD CONDITION.
 ME1614
 ME1614                          STATION RECOVERY (1977)
 ME1614
 ME1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1614'RECOVERED IN GOOD CONDITION.
 ME1614
 ME1614                          STATION RECOVERY (1987)
 ME1614
 ME1614'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0086 ***********************************************************************
 NH0086  DESIGNATION -  A 17
 NH0086  PID         -  NH0086
 NH0086  STATE/COUNTY-  IL/MCHENRY
 NH0086  USGS QUAD   -  HEBRON (1972)
 NH0086
 NH0086                         *CURRENT SURVEY CONTROL
 NH0086  ___________________________________________________________________
 NH0086* NAD 83(1986)-  42 29 41.     (N)    088 25 21.     (W)     SCALED    
 NH0086* NAVD 88     -       268.786  (meters)     881.84   (feet)  ADJUSTED  
 NH0086  ___________________________________________________________________
 NH0086  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NH0086  DYNAMIC HT  -         268.700 (meters)     881.56  (feet)  COMP
 NH0086  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 NH0086
 NH0086  VERT ORDER  -  SECOND    CLASS 0
 NH0086
 NH0086.The horizontal coordinates were scaled from a topographic map and have
 NH0086.an estimated accuracy of +/- 6 seconds.
 NH0086
 NH0086.The orthometric height was determined by differential leveling
 NH0086.and adjusted by the National Geodetic Survey in June 1991..
 NH0086.WARNING-Repeat measurements at this control monument indicate possible
 NH0086.vertical movement.
 NH0086
 NH0086.The geoid height was determined by GEOID03.
 NH0086
 NH0086.The dynamic height is computed by dividing the NAVD 88
 NH0086.geopotential number by the normal gravity value computed on the
 NH0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0086.degrees latitude (g = 980.6199 gals.).
 NH0086
 NH0086.The modeled gravity was interpolated from observed gravity values.
 NH0086
 NH0086;                    North         East    Units  Estimated Accuracy
 NH0086;SPC IL E     -   647,060.      292,670.      MT  (+/- 180 meters Scaled)
 NH0086
 NH0086                          SUPERSEDED SURVEY CONTROL
 NH0086
 NH0086  NGVD 29 (??/??/92)  268.852  (m)          882.06   (f) ADJ UNCH    2 0
 NH0086
 NH0086.Superseded values are not recommended for survey control.
 NH0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0086.See file dsdata.txt to determine how the superseded data were derived.
 NH0086
 NH0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN831056(NAD 83)
 NH0086_MARKER: DB = BENCH MARK DISK
 NH0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0086_SP_SET: BRIDGE ABUTMENT
 NH0086_STAMPING: A 17 1934
 NH0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0086
 NH0086  HISTORY     - Date     Condition        Report By
 NH0086  HISTORY     - 1934     MONUMENTED       CGS
 NH0086  HISTORY     - 1960     GOOD             NGS
 NH0086  HISTORY     - 1988     GOOD             USPSQD
 NH0086  HISTORY     - 19940805 GOOD             USPSQD
 NH0086
 NH0086                          STATION DESCRIPTION
 NH0086
 NH0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0086'3.3 MI SE FROM ZENDA.
 NH0086'ABOUT 3.3 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0086'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, WALWORTH COUNTY,
 NH0086'WISCONSIN, 0.1 MILE SOUTHEAST OF MILEPOLE 64, 6 FEET NORTHEAST
 NH0086'OF THE NORTHEAST RAIL, IN TOP OF THE NORTHEAST END OF THE
 NH0086'SOUTHEAST ABUTMENT TO THE RAILROAD OVERPASS OVER STATE LINE
 NH0086'ROAD, 2 FEET SOUTHWEST OF THE NORTHWEST END OF THE ABUTMENT,
 NH0086'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 NH0086
 NH0086                          STATION RECOVERY (1988)
 NH0086
 NH0086'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 NH0086'RECOVERED IN GOOD CONDITION.
 NH0086
 NH0086                          STATION RECOVERY (1994)
 NH0086
 NH0086'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1859 ***********************************************************************
 LB1859  DESIGNATION -  A 170
 LB1859  PID         -  LB1859
 LB1859  STATE/COUNTY-  IL/VERMILION
 LB1859  USGS QUAD   -  DANVILLE NE (1978)
 LB1859
 LB1859                         *CURRENT SURVEY CONTROL
 LB1859  ___________________________________________________________________
 LB1859* NAD 83(1986)-  40 11 57.     (N)    087 36 02.     (W)     SCALED    
 LB1859* NAVD 88     -       202.480  (meters)     664.30   (feet)  ADJUSTED  
 LB1859  ___________________________________________________________________
 LB1859  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LB1859  DYNAMIC HT  -         202.381 (meters)     663.98  (feet)  COMP
 LB1859  MODELED GRAV-     980,129.8   (mgal)                       NAVD 88
 LB1859
 LB1859  VERT ORDER  -  SECOND    CLASS 0
 LB1859
 LB1859.This mark is at Vermilion County Airport (DNV)
 LB1859
 LB1859.The horizontal coordinates were scaled from a topographic map and have
 LB1859.an estimated accuracy of +/- 6 seconds.
 LB1859
 LB1859.The orthometric height was determined by differential leveling
 LB1859.and adjusted by the National Geodetic Survey in June 1991..
 LB1859
 LB1859.The geoid height was determined by GEOID03.
 LB1859
 LB1859.The dynamic height is computed by dividing the NAVD 88
 LB1859.geopotential number by the normal gravity value computed on the
 LB1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1859.degrees latitude (g = 980.6199 gals.).
 LB1859
 LB1859.The modeled gravity was interpolated from observed gravity values.
 LB1859
 LB1859;                    North         East    Units  Estimated Accuracy
 LB1859;SPC IL E     -   392,370.      362,390.      MT  (+/- 180 meters Scaled)
 LB1859
 LB1859                          SUPERSEDED SURVEY CONTROL
 LB1859
 LB1859  NGVD 29 (??/??/92)  202.522  (m)          664.44   (f) ADJ UNCH    2 0
 LB1859
 LB1859.Superseded values are not recommended for survey control.
 LB1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1859.See file dsdata.txt to determine how the superseded data were derived.
 LB1859
 LB1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK488500(NAD 83)
 LB1859_MARKER: DB = BENCH MARK DISK
 LB1859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1859_SP_SET: STEP
 LB1859_STAMPING: A 170 1964
 LB1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1859
 LB1859  HISTORY     - Date     Condition        Report By
 LB1859  HISTORY     - 1964     MONUMENTED       CGS
 LB1859  HISTORY     - 1968     GOOD             NGS
 LB1859  HISTORY     - 1978     GOOD             NGS
 LB1859
 LB1859                          STATION DESCRIPTION
 LB1859
 LB1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LB1859'5 MI NNE FROM DANVILLE.
 LB1859'MARK IS AT THE VERMILION COUNTY AIRPORT NEAR THE EAST SIDE OF THE
 LB1859'TERMINAL BULDG., 36.1 FT. WEST OF THE FENCE AT GATE 2 TO RAMP,
 LB1859'10.5 FT. NORTHEAST OF THE EAST ENTRANCE TO TERMINAL FROM RAMP,
 LB1859'3.4 FT. EAST OF EAST FACE OF TERMINAL BLDG. IN CONCRETE FOUNDATION,
 LB1859'0.25 FT. EAST OF IRON GRILL TO BASEMENT.  A STD. BRONZE DISK SET
 LB1859'IN CONCRETE DRILL HOLE FLUSH WITH STEP.
 LB1859
 LB1859                          STATION RECOVERY (1968)
 LB1859
 LB1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LB1859'RECOVERED IN GOOD CONDITION.
 LB1859
 LB1859                          STATION RECOVERY (1978)
 LB1859
 LB1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LB1859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0116 ***********************************************************************
 LC0116  DESIGNATION -  A 171
 LC0116  PID         -  LC0116
 LC0116  STATE/COUNTY-  IL/PIATT
 LC0116  USGS QUAD   -  MAHOMET (1975)
 LC0116
 LC0116                         *CURRENT SURVEY CONTROL
 LC0116  ___________________________________________________________________
 LC0116* NAD 83(1997)-  40 12 19.87878(N)    088 28 23.01083(W)     ADJUSTED  
 LC0116* NAVD 88     -       222.314  (meters)     729.38   (feet)  ADJUSTED  
 LC0116  ___________________________________________________________________
 LC0116  X           -     129,988.146 (meters)                     COMP
 LC0116  Y           -  -4,876,420.723 (meters)                     COMP
 LC0116  Z           -   4,095,563.565 (meters)                     COMP
 LC0116  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 LC0116  ELLIP HEIGHT-         190.32  (meters)          (12/06/04) GPS OBS
 LC0116  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0116  DYNAMIC HT  -         222.204 (meters)     729.01  (feet)  COMP
 LC0116  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 LC0116
 LC0116  HORZ ORDER  -  FIRST
 LC0116  VERT ORDER  -  FIRST     CLASS II
 LC0116  ELLP ORDER  -  FOURTH    CLASS I
 LC0116
 LC0116.The horizontal coordinates were established by GPS observations
 LC0116.and adjusted by the National Geodetic Survey in December 2002..
 LC0116
 LC0116.The orthometric height was determined by differential leveling
 LC0116.and adjusted by the National Geodetic Survey in June 1991..
 LC0116
 LC0116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0116
 LC0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0116
 LC0116.The ellipsoidal height was determined by GPS observations
 LC0116.and is referenced to NAD 83.
 LC0116
 LC0116.The geoid height was determined by GEOID03.
 LC0116
 LC0116.The dynamic height is computed by dividing the NAVD 88
 LC0116.geopotential number by the normal gravity value computed on the
 LC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0116.degrees latitude (g = 980.6199 gals.).
 LC0116
 LC0116.The modeled gravity was interpolated from observed gravity values.
 LC0116
 LC0116;                    North         East     Units Scale Factor Converg.
 LC0116;SPC IL E     -   392,829.558   288,104.467   MT  0.99997674   -0 05 24.7
 LC0116;SPC IL E     - 1,288,808.31    945,222.74   sFT  0.99997674   -0 05 24.7
 LC0116;UTM  16      - 4,451,608.969   374,635.615   MT  0.99979347   -0 57 03.7
 LC0116
 LC0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0116!SPC IL E     -   0.99997014  x   0.99997674  =   0.99994689
 LC0116!UTM  16      -   0.99997014  x   0.99979347  =   0.99976362
 LC0116
 LC0116                          SUPERSEDED SURVEY CONTROL
 LC0116
 LC0116  ELLIP H (12/18/02)  190.32   (m)                       GP(       ) 4 2
 LC0116  NAVD 88 (12/18/02)  222.31   (m)          729.4    (f) LEVELING    3  
 LC0116  NGVD 29 (??/??/92)  222.371  (m)          729.56   (f) ADJ UNCH    1 2
 LC0116
 LC0116.Superseded values are not recommended for survey control.
 LC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0116.See file dsdata.txt to determine how the superseded data were derived.
 LC0116
 LC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK7463651609(NAD 83)
 LC0116_MARKER: DB = BENCH MARK DISK
 LC0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0116_SP_SET: CONCRETE POST
 LC0116_STAMPING: A 171 1954
 LC0116_MARK LOGO: CGS   
 LC0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0116+STABILITY: SURFACE MOTION
 LC0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0116+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 LC0116
 LC0116  HISTORY     - Date     Condition        Report By
 LC0116  HISTORY     - 1954     MONUMENTED       CGS
 LC0116  HISTORY     - 1973     GOOD             NGS
 LC0116  HISTORY     - 1986     GOOD             NGS
 LC0116  HISTORY     - 20001229 GOOD             ZAMBRA
 LC0116
 LC0116                          STATION DESCRIPTION
 LC0116
 LC0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0116'2.2 MI SE FROM MANSFIELD.
 LC0116'ABOUT 2.15 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0116'FROM THE STATION AT MANSFIELD, ABOUT 9 TELEPHONE POLES EAST OF
 LC0116'MILE POST 132, ABOUT 0.5 MILE WEST OF THE PIATT-CHAMPAIGN COUNTY
 LC0116'LINE, 35 FEET SOUTH-SOUTHWEST OF NEAR RAIL OF TRACK, 46 FEET
 LC0116'WEST-SOUTHWEST OF CENTER OF A FARM ROAD CROSSING, 32 FEET
 LC0116'WEST-NORTHWEST OF CENTER LINE OF FARM ROAD, 4 FEET EAST OF THE
 LC0116'9TH TELEPHONE POLE EAST OF MILE POST 132, 2 FEET WEST OF A WHITE
 LC0116'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND
 LC0116'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0116
 LC0116                          STATION RECOVERY (1973)
 LC0116
 LC0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0116'RECOVERED IN GOOD CONDITION.
 LC0116
 LC0116                          STATION RECOVERY (1986)
 LC0116
 LC0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0116'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.3 KM
 LC0116'(8.25 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH
 LC0116'STATE HIGHWAY 54 IN FARMER CITY, 37.2 M (122.0 FT) SOUTHWEST OF THE
 LC0116'CENTERLINE OF THE HIGHWAY, 10.7 M (35.1 FT) SOUTHWEST OF THE NEAR RAIL
 LC0116'OF THE CONRAIL RAILROAD, AND 9.8 M (32.2 FT) WEST OF THE CENTER OF A
 LC0116'GRAVELED ROAD.
 LC0116'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LC0116'THE MARK IS 0.8 M BELOW THE TRACKS.
 LC0116
 LC0116                          STATION RECOVERY (2000)
 LC0116
 LC0116'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC0116'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC0116'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC0116'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0668 ***********************************************************************
 LC0668  DESIGNATION -  A 172
 LC0668  PID         -  LC0668
 LC0668  STATE/COUNTY-  IL/MCLEAN
 LC0668  USGS QUAD   -  GRIDLEY (1981)
 LC0668
 LC0668                         *CURRENT SURVEY CONTROL
 LC0668  ___________________________________________________________________
 LC0668* NAD 83(1997)-  40 39 00.79833(N)    088 59 53.90786(W)     ADJUSTED  
 LC0668* NAVD 88     -       224.561  (meters)     736.75   (feet)  ADJUSTED  
 LC0668  ___________________________________________________________________
 LC0668  X           -      84,719.754 (meters)                     COMP
 LC0668  Y           -  -4,845,390.132 (meters)                     COMP
 LC0668  Z           -   4,133,155.733 (meters)                     COMP
 LC0668  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LC0668  ELLIP HEIGHT-         192.44  (meters)          (02/03/05) GPS OBS
 LC0668  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC0668  DYNAMIC HT  -         224.459 (meters)     736.41  (feet)  COMP
 LC0668  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 LC0668
 LC0668  HORZ ORDER  -  FIRST
 LC0668  VERT ORDER  -  FIRST     CLASS I
 LC0668  ELLP ORDER  -  FOURTH    CLASS II
 LC0668
 LC0668.The horizontal coordinates were established by GPS observations
 LC0668.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC0668
 LC0668.The orthometric height was determined by differential leveling
 LC0668.and adjusted by the National Geodetic Survey in June 1991..
 LC0668
 LC0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0668
 LC0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0668
 LC0668.The ellipsoidal height was determined by GPS observations
 LC0668.and is referenced to NAD 83.
 LC0668
 LC0668.The geoid height was determined by GEOID03.
 LC0668
 LC0668.The dynamic height is computed by dividing the NAVD 88
 LC0668.geopotential number by the normal gravity value computed on the
 LC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0668.degrees latitude (g = 980.6199 gals.).
 LC0668
 LC0668.The modeled gravity was interpolated from observed gravity values.
 LC0668
 LC0668;                    North         East     Units Scale Factor Converg.
 LC0668;SPC IL E     -   442,412.324   243,758.748   MT  1.00001392   -0 25 59.5
 LC0668;SPC IL E     - 1,451,481.10    799,731.83   sFT  1.00001392   -0 25 59.5
 LC0668;UTM  16      - 4,501,849.273   331,048.705   MT  0.99995136   -1 18 07.5
 LC0668
 LC0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0668!SPC IL E     -   0.99996981  x   1.00001392  =   0.99998373
 LC0668!UTM  16      -   0.99996981  x   0.99995136  =   0.99992118
 LC0668
 LC0668                          SUPERSEDED SURVEY CONTROL
 LC0668
 LC0668  ELLIP H (03/04/03)  192.42   (m)                       GP(       ) 4 2
 LC0668  NAVD 88 (03/04/03)  224.56   (m)          736.7    (f) LEVELING    3  
 LC0668  NGVD 29 (??/??/92)  224.600  (m)          736.88   (f) ADJ UNCH    1 1
 LC0668
 LC0668.Superseded values are not recommended for survey control.
 LC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0668.See file dsdata.txt to determine how the superseded data were derived.
 LC0668
 LC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3104901849(NAD 83)
 LC0668_MARKER: DB = BENCH MARK DISK
 LC0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0668_STAMPING: A 172 1954
 LC0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0668+STABILITY: SURFACE MOTION
 LC0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0668+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2002
 LC0668
 LC0668  HISTORY     - Date     Condition        Report By
 LC0668  HISTORY     - 1954     MONUMENTED       CGS
 LC0668  HISTORY     - 1969     GOOD             NGS
 LC0668  HISTORY     - 200205   GOOD             ASCPC
 LC0668  HISTORY     - 20021013 GOOD             USPSQD
 LC0668
 LC0668                          STATION DESCRIPTION
 LC0668
 LC0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0668'6 MI S FROM EL PASO.
 LC0668'ABOUT 5.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0668'THE STATION AT EL PASO, 128 FEET NORTHWEST OF THE CENTER OF A
 LC0668'CROSSING OF THE RAILROAD AND A PAVED ROAD, 94 FEET WEST OF THE
 LC0668'WEST RAIL, 48 FEET NORTH OF THE CENTER LINE OF THE ROAD, 41 FEET
 LC0668'SOUTHWEST OF A TELEPHONE POLE, 34 FEET NORTHWEST OF A TELEPHONE
 LC0668'POLE, 3 FEET EAST OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL
 LC0668'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 LC0668'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 LC0668'THE SURFACE OF THE GROUND.  SEC 4, T25N, R2E
 LC0668
 LC0668                          STATION RECOVERY (2002)
 LC0668
 LC0668'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0668'RECOVERED AS DESCRIBED
 LC0668'
 LC0668
 LC0668                          STATION RECOVERY (2002)
 LC0668
 LC0668'RECOVERY NOTE BY US POWER SQUADRON 2002 (GEM)
 LC0668'MARK FOUND 240' 044DEG  FROM SCALED COORDINATES.DESCRIPTION GOOD. NEW
 LC0668'GPS COORDINATES 40 39 0.9 (N), 088 59 53.9 (W).(NOT DIFERENTIAL)
 LC0668'STEEL WITNESS POST INPLACE WITH SHOTGUN DAMAGE. DIGITAL PHOTOS
 LC0668'AVAILABLE. ICG RAILROAD IS ABANDOND WITH TRACKS REMOVED. LAND RETURNED
 LC0668'TO PRIVATE OWNERSHIP IN 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0163 ***********************************************************************
 LC0163  DESIGNATION -  A 173
 LC0163  PID         -  LC0163
 LC0163  STATE/COUNTY-  IL/CHAMPAIGN
 LC0163  USGS QUAD   -  URBANA (1975)
 LC0163
 LC0163                         *CURRENT SURVEY CONTROL
 LC0163  ___________________________________________________________________
 LC0163* NAD 83(1986)-  40 06 52.     (N)    088 12 31.     (W)     SCALED    
 LC0163* NAVD 88     -       217.440  (meters)     713.38   (feet)  ADJUSTED  
 LC0163  ___________________________________________________________________
 LC0163  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0163  DYNAMIC HT  -         217.330 (meters)     713.02  (feet)  COMP
 LC0163  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LC0163
 LC0163  VERT ORDER  -  FIRST     CLASS II
 LC0163
 LC0163.The horizontal coordinates were scaled from a topographic map and have
 LC0163.an estimated accuracy of +/- 6 seconds.
 LC0163
 LC0163.The orthometric height was determined by differential leveling
 LC0163.and adjusted by the National Geodetic Survey in June 1991..
 LC0163.WARNING-Repeat measurements at this control monument indicate possible
 LC0163.vertical movement.
 LC0163
 LC0163.The geoid height was determined by GEOID03.
 LC0163
 LC0163.The dynamic height is computed by dividing the NAVD 88
 LC0163.geopotential number by the normal gravity value computed on the
 LC0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0163.degrees latitude (g = 980.6199 gals.).
 LC0163
 LC0163.The modeled gravity was interpolated from observed gravity values.
 LC0163
 LC0163;                    North         East    Units  Estimated Accuracy
 LC0163;SPC IL E     -   382,720.      310,630.      MT  (+/- 180 meters Scaled)
 LC0163
 LC0163                          SUPERSEDED SURVEY CONTROL
 LC0163
 LC0163  NGVD 29 (??/??/92)  217.507  (m)          713.60   (f) ADJ UNCH    1 2
 LC0163
 LC0163.Superseded values are not recommended for survey control.
 LC0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0163.See file dsdata.txt to determine how the superseded data were derived.
 LC0163
 LC0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK970411(NAD 83)
 LC0163_MARKER: DB = BENCH MARK DISK
 LC0163_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LC0163_SP_SET: ABUTMENT
 LC0163_STAMPING: A 173 1954
 LC0163_MARK LOGO: CGS   
 LC0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0163+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 LC0163
 LC0163  HISTORY     - Date     Condition        Report By
 LC0163  HISTORY     - 1954     MONUMENTED       CGS
 LC0163  HISTORY     - 1956     GOOD             NGS
 LC0163  HISTORY     - 1973     GOOD             NGS
 LC0163  HISTORY     - 1978     GOOD             LOCENG
 LC0163  HISTORY     - 1986     GOOD             NGS
 LC0163  HISTORY     - 20051205 GOOD             ILDT
 LC0163  HISTORY     - 20060302 GOOD             NWS
 LC0163
 LC0163                          STATION DESCRIPTION
 LC0163
 LC0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LC0163'AT URBANA.
 LC0163'AT URBANA, ALONG THE WABASH RAILROAD, AT CROSSING OF RACE
 LC0163'STREET, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF
 LC0163'RAILROAD BRIDGE NO. 464 OVER BONEYARD CREEK, 7 1/2 FEET SOUTH
 LC0163'OF SOUTH RAIL OF WABASH RAILROAD, 187 FEET WEST OF SOUTHWEST
 LC0163'CORNER OF WABASH RAILROAD STATION, 19 FEET SOUTHEAST OF CENTER
 LC0163'OF CROSSING OF RACE STREET AND ABOUT LEVEL WITH TRACK.
 LC0163
 LC0163                          STATION RECOVERY (1973)
 LC0163
 LC0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0163'RECOVERED IN GOOD CONDITION.
 LC0163
 LC0163                          STATION RECOVERY (1978)
 LC0163
 LC0163'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 LC0163'RECOVERED IN GOOD CONDITION.
 LC0163
 LC0163                          STATION RECOVERY (1986)
 LC0163
 LC0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0163'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN URBANA,
 LC0163'AT THE INTERSECTION OF RACE AND GRIGGS STREETS, IN THE SOUTH END OF
 LC0163'THE WEST CONCRETE ABUTMENT OF AN ABANDONED RAILROAD BRIDGE SPANNING A
 LC0163'DRAINAGE DITCH, 57.0 M (187.0 FT) WEST OF THE SOUTHEAST CORNER OF THE
 LC0163'OLD WABASH RAILROAD STATION, 41.3 M (135.5 FT) NORTH OF THE EXTENDED
 LC0163'CENTER OF GRIGGS STREET, 5.8 M (19.0 FT) EAST OF THE CENTER OF RACE
 LC0163'STREET, AND 0.6 M (2.0 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 LC0163'THE MARK IS ABOVE LEVEL WITH RACE STREET.
 LC0163
 LC0163                          STATION RECOVERY (2005)
 LC0163
 LC0163'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0163'RECOVERED IN GOOD CONDITION.
 LC0163
 LC0163                          STATION RECOVERY (2006)
 LC0163
 LC0163'RECOVERY NOTE BY NATIONAL WEATHER SERVICE 2006 (DPK)
 LC0163'RECOVERED IN GOOD CONDITION.
 LC0163'DIGITAL PHOTOGRAPH OF BENCHMARK AVAILABLE UPON REQUEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0084 ***********************************************************************
 JB0084  DESIGNATION -  A 174 RESET 1965
 JB0084  PID         -  JB0084
 JB0084  STATE/COUNTY-  IL/JASPER
 JB0084  USGS QUAD   -  NEWTON (1985)
 JB0084
 JB0084                         *CURRENT SURVEY CONTROL
 JB0084  ___________________________________________________________________
 JB0084* NAD 83(1986)-  38 57 01.     (N)    088 07 43.     (W)     SCALED    
 JB0084* NAVD 88     -       159.73   (meters)     524.0    (feet)  RESET     
 JB0084  ___________________________________________________________________
 JB0084  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JB0084
 JB0084  VERT ORDER  -  THIRD
 JB0084
 JB0084.The horizontal coordinates were scaled from a topographic map and have
 JB0084.an estimated accuracy of +/- 6 seconds.
 JB0084
 JB0084.The orthometric height was computed from unverified reset data.
 JB0084.No vertical observational check was made to the station.
 JB0084
 JB0084.The geoid height was determined by GEOID03.
 JB0084
 JB0084;                    North         East    Units  Estimated Accuracy
 JB0084;SPC IL E     -   253,480.      317,750.      MT  (+/- 180 meters Scaled)
 JB0084
 JB0084                          SUPERSEDED SURVEY CONTROL
 JB0084
 JB0084  NGVD 29 (??/??/??)  159.80   (m)          524.3    (f) RESET       3  
 JB0084
 JB0084.Superseded values are not recommended for survey control.
 JB0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0084.See file dsdata.txt to determine how the superseded data were derived.
 JB0084
 JB0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ022118(NAD 83)
 JB0084_MARKER: DB = BENCH MARK DISK
 JB0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0084_SP_SET: CULVERT
 JB0084_STAMPING: A 174 RESET 1965
 JB0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0084
 JB0084  HISTORY     - Date     Condition        Report By
 JB0084  HISTORY     - 1965     MONUMENTED       CGS
 JB0084
 JB0084                          STATION DESCRIPTION
 JB0084
 JB0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JB0084'3.5 MI SE FROM NEWTON.
 JB0084'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE NORTHEAST
 JB0084'CORNER OF THE COURTHOUSE SQUARE IN NEWTON, ABOUT 0.25 MILE
 JB0084'SOUTHEAST OF CROSSROADS, 21 FEET SOUTHWEST OF THE CENTERLINE OF
 JB0084'STATE HIGHWAY 130, IN THE HEADWALL OF A CONCRETE CULVERT AND IS
 JB0084'1.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.  THE
 JB0084'HEADWALL HAS BEEN BROKEN OFF TO ABOUT LEVEL WITH THE ROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0226 ***********************************************************************
 KB0226  DESIGNATION -  A 175
 KB0226  PID         -  KB0226
 KB0226  STATE/COUNTY-  IL/CUMBERLAND
 KB0226  USGS QUAD   -  TOLEDO (1984)
 KB0226
 KB0226                         *CURRENT SURVEY CONTROL
 KB0226  ___________________________________________________________________
 KB0226* NAD 83(1986)-  39 15 20.     (N)    088 14 43.     (W)     SCALED    
 KB0226* NAVD 88     -       181.045  (meters)     593.98   (feet)  ADJUSTED  
 KB0226  ___________________________________________________________________
 KB0226  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KB0226  DYNAMIC HT  -         180.938 (meters)     593.63  (feet)  COMP
 KB0226  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 KB0226
 KB0226  VERT ORDER  -  FIRST     CLASS II
 KB0226
 KB0226.The horizontal coordinates were scaled from a topographic map and have
 KB0226.an estimated accuracy of +/- 6 seconds.
 KB0226
 KB0226.The orthometric height was determined by differential leveling
 KB0226.and adjusted by the National Geodetic Survey in June 1991..
 KB0226
 KB0226.The geoid height was determined by GEOID03.
 KB0226
 KB0226.The dynamic height is computed by dividing the NAVD 88
 KB0226.geopotential number by the normal gravity value computed on the
 KB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0226.degrees latitude (g = 980.6199 gals.).
 KB0226
 KB0226.The modeled gravity was interpolated from observed gravity values.
 KB0226
 KB0226;                    North         East    Units  Estimated Accuracy
 KB0226;SPC IL E     -   287,350.      307,600.      MT  (+/- 180 meters Scaled)
 KB0226
 KB0226                          SUPERSEDED SURVEY CONTROL
 KB0226
 KB0226  NGVD 29 (??/??/92)  181.104  (m)          594.17   (f) ADJ UNCH    1 2
 KB0226
 KB0226.Superseded values are not recommended for survey control.
 KB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0226.See file dsdata.txt to determine how the superseded data were derived.
 KB0226
 KB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ925458(NAD 83)
 KB0226_MARKER: DB = BENCH MARK DISK
 KB0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0226_STAMPING: A 175 1956
 KB0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0226+STABILITY: SURFACE MOTION
 KB0226
 KB0226  HISTORY     - Date     Condition        Report By
 KB0226  HISTORY     - 1956     MONUMENTED       CGS
 KB0226  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0226  HISTORY     - 20050217 MARK NOT FOUND   ILDT
 KB0226
 KB0226                          STATION DESCRIPTION
 KB0226
 KB0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0226'1.2 MI S FROM TOLEDO.
 KB0226'ABOUT 1.0 MILE SOUTH ALONG A STREET AND A GRAVEL ROAD FROM THE
 KB0226'COURT HOUSE AT TOLEDO, THENCE ABOUT 0.05 MILE WEST ALONG A GRAVEL
 KB0226'ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG THE WEST EDGE OF RUNWAY
 KB0226'OF PLANE LANE AIRPORT, AT WEST EDGE OF RUNWAY, 4 FEET WEST OF
 KB0226'WEST EDGE OF RUNWAY, 2 FEET NORTHWEST OF AN IRON FENCE POST
 KB0226'WHICH IS AT EAST END OF AN EAST-WEST PROPERTY LINE, 2 FEET WEST
 KB0226'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 KB0226'POST PROJECTING 2 INCHES.
 KB0226
 KB0226                          STATION RECOVERY (1982)
 KB0226
 KB0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0226'MARK NOT FOUND.
 KB0226
 KB0226                          STATION RECOVERY (2005)
 KB0226
 KB0226'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0261 ***********************************************************************
 KB0261  DESIGNATION -  A 176
 KB0261  PID         -  KB0261
 KB0261  STATE/COUNTY-  IL/JASPER
 KB0261  USGS QUAD   -  ROSE HILL (1985)
 KB0261
 KB0261                         *CURRENT SURVEY CONTROL
 KB0261  ___________________________________________________________________
 KB0261* NAD 83(1997)-  39 00 48.39017(N)    088 08 50.27408(W)     ADJUSTED  
 KB0261* NAVD 88     -       152.525  (meters)     500.41   (feet)  ADJUSTED  
 KB0261  ___________________________________________________________________
 KB0261  X           -     160,437.582 (meters)                     COMP
 KB0261  Y           -  -4,959,887.776 (meters)                     COMP
 KB0261  Z           -   3,993,552.620 (meters)                     COMP
 KB0261  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 KB0261  ELLIP HEIGHT-         120.76  (meters)          (10/15/04) GPS OBS
 KB0261  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KB0261  DYNAMIC HT  -         152.434 (meters)     500.11  (feet)  COMP
 KB0261  MODELED GRAV-     980,028.3   (mgal)                       NAVD 88
 KB0261
 KB0261  HORZ ORDER  -  B
 KB0261  VERT ORDER  -  FIRST     CLASS II
 KB0261  ELLP ORDER  -  FOURTH    CLASS II
 KB0261
 KB0261.The horizontal coordinates were established by GPS observations
 KB0261.and adjusted by the National Geodetic Survey in July 1998..
 KB0261
 KB0261.The orthometric height was determined by differential leveling
 KB0261.and adjusted by the National Geodetic Survey in June 1991..
 KB0261
 KB0261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0261
 KB0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0261
 KB0261.The ellipsoidal height was determined by GPS observations
 KB0261.and is referenced to NAD 83.
 KB0261
 KB0261.The geoid height was determined by GEOID03.
 KB0261
 KB0261.The dynamic height is computed by dividing the NAVD 88
 KB0261.geopotential number by the normal gravity value computed on the
 KB0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0261.degrees latitude (g = 980.6199 gals.).
 KB0261
 KB0261.The modeled gravity was interpolated from observed gravity values.
 KB0261
 KB0261;                    North         East     Units Scale Factor Converg.
 KB0261;SPC IL E     -   260,486.712   316,112.095   MT  0.99997820   +0 07 01.6
 KB0261;SPC IL E     -   854,613.49  1,037,111.10   sFT  0.99997820   +0 07 01.6
 KB0261;UTM  16      - 4,318,894.307   400,670.831   MT  0.99972149   -0 43 20.2
 KB0261
 KB0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0261!SPC IL E     -   0.99998105  x   0.99997820  =   0.99995925
 KB0261!UTM  16      -   0.99998105  x   0.99972149  =   0.99970255
 KB0261
 KB0261                          SUPERSEDED SURVEY CONTROL
 KB0261
 KB0261  ELLIP H (07/17/98)  120.78   (m)                       GP(       ) 4 1
 KB0261  NAVD 88 (07/17/98)  152.53   (m)          500.4    (f) LEVELING    3  
 KB0261  NGVD 29 (??/??/92)  152.593  (m)          500.63   (f) ADJ UNCH    1 2
 KB0261
 KB0261.Superseded values are not recommended for survey control.
 KB0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0261.See file dsdata.txt to determine how the superseded data were derived.
 KB0261
 KB0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0067118894(NAD 83)
 KB0261_MARKER: DB = BENCH MARK DISK
 KB0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0261_STAMPING: A 176 1956
 KB0261_MARK LOGO: CGS   
 KB0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0261+STABILITY: SURFACE MOTION
 KB0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0261+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 KB0261
 KB0261  HISTORY     - Date     Condition        Report By
 KB0261  HISTORY     - 1956     MONUMENTED       CGS
 KB0261  HISTORY     - 19970228 GOOD             NGS
 KB0261  HISTORY     - 19990927 GOOD             ILDT
 KB0261
 KB0261                          STATION DESCRIPTION
 KB0261
 KB0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0261'1.8 MI N FROM NEWTON.
 KB0261'ABOUT 1.75 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0261'THE STATION AT NEWTON, ABOUT 0.4 MILE SOUTH OF MILE POST P 158,
 KB0261'AT AN EAST-WEST GRAVEL ROAD CROSSING, 73 FEET EAST OF EAST RAIL,
 KB0261'22 FEET SOUTH OF CENTER LINE OF ROAD, 9 FEET EAST OF CENTER
 KB0261'LINE OF A FIELD ROAD SOUTH, 2 FEET WEST OF A TELEPHONE POLE ON
 KB0261'AN EAST-WEST TELEPHONE LINE, 39 FEET EAST-SOUTHEAST OF SOUTHEAST
 KB0261'CORNER OF A WOODEN CULVERT UNDER GRAVEL ROAD, 6 1/2 FEET
 KB0261'SOUTH-SOUTHEAST OF EAST END OF A 15-INCH PIPE CULVERT UNDER
 KB0261'FIELD ROAD SOUTH, AB OUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN
 KB0261'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0261
 KB0261                          STATION RECOVERY (1997)
 KB0261
 KB0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB0261'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTH-NORTHEAST OF NEWTON.
 KB0261'TO REACH FROM THE JUNCTION OF STATE ROUTES 33 AND 130, ABOUT 1.8 MI
 KB0261'(2.9 KM) NORTHEAST OF NEWTON, GO NORTH ON ROUTE 130 FOR 0.25 MI (0.40
 KB0261'KM) TO COUNTY ROAD 1125N.  TURN LEFT, WEST, ON ROAD 1125N, FOR 0.4 MI
 KB0261'(0.6 KM) TO THE STATION ON THE LEFT, NEAR THE REMAINS OF AN OLD
 KB0261'RAILROAD BED, ACROSS THE ROAD FROM THE MIKE JAYNE RESIDENCE, 6.3 M
 KB0261'(20.7 FT) SOUTH OF THE ROAD, 15.4 M (50.5 FT) WEST OF A 12-INCH PINE
 KB0261'TREE, 5.9 M (19.4 FT) SOUTHEAST OF THE END OF A METAL CULVERT PIPE,
 KB0261'2.7 M (8.9 FT) SOUTHWEST OF THE END OF A METAL CULVERT PIPE, AND 8.6 M
 KB0261'(28.2 FT) EAST OF A FENCE END.
 KB0261
 KB0261                          STATION RECOVERY (1999)
 KB0261
 KB0261'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 KB0261'RECOVERED AS DESCRIBED
 KB0261'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0042 ***********************************************************************
 KB0042  DESIGNATION -  A 177
 KB0042  PID         -  KB0042
 KB0042  STATE/COUNTY-  IL/COLES
 KB0042  USGS QUAD   -  CHARLESTON NORTH (1982)
 KB0042
 KB0042                         *CURRENT SURVEY CONTROL
 KB0042  ___________________________________________________________________
 KB0042* NAD 83(1997)-  39 31 15.87781(N)    088 10 20.37062(W)     ADJUSTED  
 KB0042* NAVD 88     -       206.491  (meters)     677.46   (feet)  ADJUSTED  
 KB0042  ___________________________________________________________________
 KB0042  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KB0042  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0042  DYNAMIC HT  -         206.375 (meters)     677.08  (feet)  COMP
 KB0042  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 KB0042
 KB0042  HORZ ORDER  -  SECOND
 KB0042  VERT ORDER  -  FIRST     CLASS II
 KB0042
 KB0042.The horizontal coordinates were established by classical geodetic methods
 KB0042.and adjusted by the National Geodetic Survey in October 1999..
 KB0042
 KB0042.The orthometric height was determined by differential leveling
 KB0042.and adjusted by the National Geodetic Survey in June 1991..
 KB0042
 KB0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0042
 KB0042.The geoid height was determined by GEOID03.
 KB0042
 KB0042.The dynamic height is computed by dividing the NAVD 88
 KB0042.geopotential number by the normal gravity value computed on the
 KB0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0042.degrees latitude (g = 980.6199 gals.).
 KB0042
 KB0042.The modeled gravity was interpolated from observed gravity values.
 KB0042
 KB0042;                    North         East     Units Scale Factor Converg.
 KB0042;SPC IL E     -   316,839.202   313,844.336   MT  0.99997736   +0 06 08.9
 KB0042;SPC IL E     - 1,039,496.62  1,029,670.96   sFT  0.99997736   +0 06 08.9
 KB0042;UTM  16      - 4,375,259.737   399,233.735   MT  0.99972501   -0 44 45.9
 KB0042
 KB0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0042!SPC IL E     -   0.99997264  x   0.99997736  =   0.99995000
 KB0042!UTM  16      -   0.99997264  x   0.99972501  =   0.99969766
 KB0042
 KB0042                          SUPERSEDED SURVEY CONTROL
 KB0042
 KB0042  NAD 83(1997)-  39 31 15.87643(N)    088 10 20.37005(W) AD(       ) 2
 KB0042  NAD 83(1986)-  39 31 15.88825(N)    088 10 20.36814(W) AD(       ) 2
 KB0042  NAD 27      -  39 31 15.76291(N)    088 10 20.22143(W) AD(       ) 2
 KB0042  NGVD 29 (??/??/92)  206.562  (m)          677.70   (f) ADJ UNCH    1 2
 KB0042
 KB0042.Superseded values are not recommended for survey control.
 KB0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0042.See file dsdata.txt to determine how the superseded data were derived.
 KB0042
 KB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9923475260(NAD 83)
 KB0042_MARKER: DB = BENCH MARK DISK
 KB0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0042_STAMPING: A 177 1956
 KB0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0042+STABILITY: SURFACE MOTION
 KB0042
 KB0042  HISTORY     - Date     Condition        Report By
 KB0042  HISTORY     - 1956     MONUMENTED       CGS
 KB0042  HISTORY     - 1973     GOOD             ILHD
 KB0042  HISTORY     - 1980     GOOD             NGS
 KB0042
 KB0042                          STATION DESCRIPTION
 KB0042
 KB0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0042'1.6 MI N FROM CHARLESTON.
 KB0042'ABOUT 1.65 MILES NORTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KB0042'RAILROAD FROM THE STATION AT CHARLESTON, AT AN EAST-WEST ROAD
 KB0042'CROSSING, 46 1/2 FEET EAST OF EAST RAIL OF EAST TRACK, 72 FEET
 KB0042'NORTH OF CENTER LINE OF GRAVEL ROAD, 32 1/2 FEET SOUTHEAST OF
 KB0042'TELEPHONE POLE NO. 317/14, 65 FEET NORTHEAST OF A CROSSING SIGN,
 KB0042'49 FEET NORTH OF SOUTH END OF A FENCE LINE, 1 FOOT WEST OF A FENCE
 KB0042'LINE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 KB0042'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 KB0042'PROJECTING 4 INCHES.
 KB0042
 KB0042                          STATION RECOVERY (1973)
 KB0042
 KB0042'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0042'RECOVERED IN GOOD CONDITION.
 KB0042
 KB0042                          STATION RECOVERY (1980)
 KB0042
 KB0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB0042'THE STATION IS LOCATED ABOUT 2.7 KM NORTH OF CHARLESTON, IN THE
 KB0042'SW1/4,S2,T12N,R9E OF CHARLESTON TOWNSHIP AND ALONG RAILROAD
 KB0042'RIGHT-OF-WAY.
 KB0042'
 KB0042'TO REACH THE STATION FROM THE RAILROAD STATION IN CHARLESTON, GO
 KB0042'NORTH ON STATE HIGHWAY 130 FOR 2.4 KM (1.5 MI) TO A CROSSROAD.
 KB0042'TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.5 KM (0.3 MI) TO
 KB0042'RAILROAD TRACKS AND THE STATION ON THE LEFT.
 KB0042'
 KB0042'THE STATION IS A STANDARD CGS BENCH MARK DISK
 KB0042'STAMPED---A 177 1956---,
 KB0042'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB0042'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 KB0042'21.9 METERS (72 FT) NORTH FROM THE CENTER OF A PAVED ROAD,
 KB0042'14.2 METERS (46.5 FT) EAST FROM THE EAST RAIL OF THE EAST TRACKS,
 KB0042'9.9 METERS (32.5 FT) SOUTHEAST FROM TELEPHONE POLE NUMBER 317/14, AND
 KB0042'0.75 METER (2.5 FT) NORTH FROM A WOOD WITNESS POST.
 KB0042'
 KB0042'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1496 ***********************************************************************
 KA1496  DESIGNATION -  A 178
 KA1496  PID         -  KA1496
 KA1496  STATE/COUNTY-  IL/EDGAR
 KA1496  USGS QUAD   -  PARIS SOUTH (1977)
 KA1496
 KA1496                         *CURRENT SURVEY CONTROL
 KA1496  ___________________________________________________________________
 KA1496* NAD 83(1986)-  39 34 55.     (N)    087 41 56.     (W)     SCALED    
 KA1496* NAVD 88     -       225.850  (meters)     740.98   (feet)  ADJUSTED  
 KA1496  ___________________________________________________________________
 KA1496  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KA1496  DYNAMIC HT  -         225.728 (meters)     740.58  (feet)  COMP
 KA1496  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 KA1496
 KA1496  VERT ORDER  -  FIRST     CLASS II
 KA1496
 KA1496.The horizontal coordinates were scaled from a topographic map and have
 KA1496.an estimated accuracy of +/- 6 seconds.
 KA1496
 KA1496.The orthometric height was determined by differential leveling
 KA1496.and adjusted by the National Geodetic Survey in June 1991..
 KA1496
 KA1496.The geoid height was determined by GEOID03.
 KA1496
 KA1496.The dynamic height is computed by dividing the NAVD 88
 KA1496.geopotential number by the normal gravity value computed on the
 KA1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1496.degrees latitude (g = 980.6199 gals.).
 KA1496
 KA1496.The modeled gravity was interpolated from observed gravity values.
 KA1496
 KA1496;                    North         East    Units  Estimated Accuracy
 KA1496;SPC IL E     -   323,780.      354,510.      MT  (+/- 180 meters Scaled)
 KA1496
 KA1496                          SUPERSEDED SURVEY CONTROL
 KA1496
 KA1496  NGVD 29 (??/??/92)  225.942  (m)          741.28   (f) ADJ UNCH    1 2
 KA1496
 KA1496.Superseded values are not recommended for survey control.
 KA1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1496.See file dsdata.txt to determine how the superseded data were derived.
 KA1496
 KA1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ399815(NAD 83)
 KA1496_MARKER: DB = BENCH MARK DISK
 KA1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1496_STAMPING: A 178 1956
 KA1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1496+STABILITY: SURFACE MOTION
 KA1496
 KA1496  HISTORY     - Date     Condition        Report By
 KA1496  HISTORY     - 1956     MONUMENTED       CGS
 KA1496
 KA1496                          STATION DESCRIPTION
 KA1496
 KA1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1496'2.5 MI SW FROM PARIS.
 KA1496'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE COURT HOUSE
 KA1496'AT PARIS, THENCE ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD, IN
 KA1496'SECTION 13, T. 13 N., R. 12 W., AT STEWART AIRPORT, IN THE TOP
 KA1496'OF SOUTHWEST CORNER OF CONCRETE FOUNDATION OF GASOLINE PIT,
 KA1496'41 1/2 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF HANGAR AND
 KA1496'LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1529 ***********************************************************************
 KA1529  DESIGNATION -  A 179
 KA1529  PID         -  KA1529
 KA1529  STATE/COUNTY-  IL/EDGAR
 KA1529  USGS QUAD   -  BROCTON (1982)
 KA1529
 KA1529                         *CURRENT SURVEY CONTROL
 KA1529  ___________________________________________________________________
 KA1529* NAD 83(1986)-  39 39 24.     (N)    087 56 12.     (W)     SCALED    
 KA1529* NAVD 88     -       202.725  (meters)     665.11   (feet)  ADJUSTED  
 KA1529  ___________________________________________________________________
 KA1529  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KA1529  DYNAMIC HT  -         202.615 (meters)     664.75  (feet)  COMP
 KA1529  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 KA1529
 KA1529  VERT ORDER  -  FIRST     CLASS II
 KA1529
 KA1529.The horizontal coordinates were scaled from a topographic map and have
 KA1529.an estimated accuracy of +/- 6 seconds.
 KA1529
 KA1529.The orthometric height was determined by differential leveling
 KA1529.and adjusted by the National Geodetic Survey in June 1991..
 KA1529
 KA1529.The geoid height was determined by GEOID03.
 KA1529
 KA1529.The dynamic height is computed by dividing the NAVD 88
 KA1529.geopotential number by the normal gravity value computed on the
 KA1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1529.degrees latitude (g = 980.6199 gals.).
 KA1529
 KA1529.The modeled gravity was interpolated from observed gravity values.
 KA1529
 KA1529;                    North         East    Units  Estimated Accuracy
 KA1529;SPC IL E     -   331,960.      334,040.      MT  (+/- 180 meters Scaled)
 KA1529
 KA1529                          SUPERSEDED SURVEY CONTROL
 KA1529
 KA1529  NGVD 29 (??/??/92)  202.809  (m)          665.38   (f) ADJ UNCH    1 2
 KA1529
 KA1529.Superseded values are not recommended for survey control.
 KA1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1529.See file dsdata.txt to determine how the superseded data were derived.
 KA1529
 KA1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ196900(NAD 83)
 KA1529_MARKER: DB = BENCH MARK DISK
 KA1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1529_SP_SET: CULVERT
 KA1529_STAMPING: A 179 1956
 KA1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1529
 KA1529  HISTORY     - Date     Condition        Report By
 KA1529  HISTORY     - 1956     MONUMENTED       CGS
 KA1529
 KA1529                          STATION DESCRIPTION
 KA1529
 KA1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1529'4.2 MI W FROM REDMON.
 KA1529'ABOUT 4.15 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1529'STATION AT REDMON, ABOUT 4.5 MILES EAST OF THE STATION AT OAKLAND,
 KA1529'COLES COUNTY, AT CROSSING OF STATE HIGHWAY 49 AT BORTON, IN THE
 KA1529'TOP OF NORTH END OF EAST HEAD WALL OF A 2-FOOT CONCRETE BOX
 KA1529'CULVERT UNDER HIGHWAY, IN SECTION 23, T.14 N., R.14 W., 19 1/2
 KA1529'FEET SOUTH OF SOUTH RAIL, 17 FEET EAST OF CENTER LINE OF HIGHWAY,
 KA1529'1 1/2 FEET SOUTH OF NORTH END OF HEAD WALL AND ABOUT 3/4 FEET
 KA1529'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1900 ***********************************************************************
 ME1900  DESIGNATION -  A 18
 ME1900  PID         -  ME1900
 ME1900  STATE/COUNTY-  IL/COOK
 ME1900  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1900
 ME1900                         *CURRENT SURVEY CONTROL
 ME1900  ___________________________________________________________________
 ME1900* NAD 83(1986)-  41 53 21.     (N)    087 38 31.     (W)     SCALED    
 ME1900* NAVD 88     -       187.244  (meters)     614.32   (feet)  ADJUSTED  
 ME1900  ___________________________________________________________________
 ME1900  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1900  DYNAMIC HT  -         187.181 (meters)     614.11  (feet)  COMP
 ME1900  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 ME1900
 ME1900  VERT ORDER  -  SECOND    CLASS 0
 ME1900
 ME1900.The horizontal coordinates were scaled from a topographic map and have
 ME1900.an estimated accuracy of +/- 6 seconds.
 ME1900
 ME1900.The orthometric height was determined by differential leveling
 ME1900.and adjusted by the National Geodetic Survey in June 1991..
 ME1900
 ME1900.The geoid height was determined by GEOID03.
 ME1900
 ME1900.The dynamic height is computed by dividing the NAVD 88
 ME1900.geopotential number by the normal gravity value computed on the
 ME1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1900.degrees latitude (g = 980.6199 gals.).
 ME1900
 ME1900.The modeled gravity was interpolated from observed gravity values.
 ME1900
 ME1900;                    North         East    Units  Estimated Accuracy
 ME1900;SPC IL E     -   580,020.      357,380.      MT  (+/- 180 meters Scaled)
 ME1900
 ME1900                          SUPERSEDED SURVEY CONTROL
 ME1900
 ME1900  NGVD 29 (??/??/92)  187.328  (m)          614.59   (f) ADJ UNCH    2 0
 ME1900
 ME1900.Superseded values are not recommended for survey control.
 ME1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1900.See file dsdata.txt to determine how the superseded data were derived.
 ME1900
 ME1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM467376(NAD 83)
 ME1900_MARKER: DB = BENCH MARK DISK
 ME1900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1900_SP_SET: ABUTMENT
 ME1900_STAMPING: A 18 1934
 ME1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1900
 ME1900  HISTORY     - Date     Condition        Report By
 ME1900  HISTORY     - 1934     MONUMENTED       CGS
 ME1900  HISTORY     - 1953     MARK NOT FOUND   NGS
 ME1900
 ME1900                          STATION DESCRIPTION
 ME1900
 ME1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1900'AT CHICAGO.
 ME1900'AT CHICAGO, COOK COUNTY, ON THE CHICAGO AND NORTH WESTERN
 ME1900'RAILWAY, 690 FEET NORTHWEST OF SIGNAL BRIDGE A WHICH IS AT THE
 ME1900'OVERHEAD CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ME1900'RAILROAD, 120 FEET SOUTHEAST OF SIGNAL BRIDGE B, AT THE JEFFERSON
 ME1900'STREET SUBWAY, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 ME1900'PROJECTION OF THE SOUTHWEST RETAINING WALL OF THE SOUTHEAST
 ME1900'ABUTMENT, 9 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 ME1900'TRACK, AND 1.5 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD
 ME1900'DISK, STAMPED A 18 1934.
 ME1900
 ME1900                          STATION RECOVERY (1953)
 ME1900
 ME1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 ME1900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0848 ***********************************************************************
 HB0848  DESIGNATION -  A 181
 HB0848  PID         -  HB0848
 HB0848  STATE/COUNTY-  IL/ALEXANDER
 HB0848  USGS QUAD   -  CAIRO (1993)
 HB0848
 HB0848                         *CURRENT SURVEY CONTROL
 HB0848  ___________________________________________________________________
 HB0848* NAD 83(1986)-  37 02 47.     (N)    089 12 50.     (W)     SCALED    
 HB0848* NAVD 88     -        96.49   (+/-2cm)     316.6    (feet)  VERTCON   
 HB0848  ___________________________________________________________________
 HB0848  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0848
 HB0848  VERT ORDER  -  ? (See Below)
 HB0848
 HB0848.The horizontal coordinates were scaled from a topographic map and have
 HB0848.an estimated accuracy of +/- 6 seconds.
 HB0848
 HB0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0848.The vertical order pertains to the NGVD 29 superseded value.
 HB0848
 HB0848.The geoid height was determined by GEOID03.
 HB0848
 HB0848;                    North         East    Units  Estimated Accuracy
 HB0848;SPC IL W     -    42,560.      784,750.      MT  (+/- 180 meters Scaled)
 HB0848
 HB0848                          SUPERSEDED SURVEY CONTROL
 HB0848
 HB0848  NGVD 29 (??/??/??)   96.381  (m)          316.21   (f) ADJUSTED    ?  
 HB0848
 HB0848.Superseded values are not recommended for survey control.
 HB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0848.See file dsdata.txt to determine how the superseded data were derived.
 HB0848
 HB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG031023(NAD 83)
 HB0848_MARKER: DB = BENCH MARK DISK
 HB0848_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB0848_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB0848_STAMPING: A 181 1956
 HB0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0848
 HB0848  HISTORY     - Date     Condition        Report By
 HB0848  HISTORY     - 1956     MONUMENTED       CGS
 HB0848  HISTORY     - 1969     MARK NOT FOUND   CGS
 HB0848
 HB0848                          STATION DESCRIPTION
 HB0848
 HB0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HB0848'4.4 MI NW FROM CAIRO.
 HB0848'2.8 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE AT
 HB0848'CAIRO, THENCE ABOUT 1.65 MILES WEST AND NORTHWEST ALONG STATE
 HB0848'HIGHWAY 3, AT THE JUNCTION OF A GRAVEL ROAD NORTH, 144 FEET
 HB0848'NORTHEAST AND ACROSS ROAD NORTH FROM THE CENTER LINE OF HIGHWAY
 HB0848'3, 203 FEET NORTH OF CENTER OF JUNCTION OF HIGHWAY AND GRAVEL
 HB0848'ROAD, 27 FEET EAST OF CENTER LINE OF ROAD NORTH, 33 FEET NORTH
 HB0848'OF T FENCE CORNER, 20 FEET NORTH OF A TELEPHONE POLE, 1 1/2 FEET
 HB0848'WEST OF A FENCE LINE ABOUT 1/2 FOOT BELOW LEVEL OF ROAD NORTH AND
 HB0848'IS A DISK ON TOP OF A 2-INCH IRON PIPE PROJECTING 5 INCHES.
 HB0848'NOTE-- THIS MARK WAS ESTABLISHED TO REPLACE BENCH MARK P 156
 HB0848'WHICH WILL BE DESTROYED BY HIGHWAY CONSTRUCTION.
 HB0848
 HB0848                          STATION RECOVERY (1969)
 HB0848
 HB0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1320 ***********************************************************************
 JA1320  DESIGNATION -  A 182
 JA1320  PID         -  JA1320
 JA1320  STATE/COUNTY-  IL/LAWRENCE
 JA1320  USGS QUAD   -  VINCENNES (1998)
 JA1320
 JA1320                         *CURRENT SURVEY CONTROL
 JA1320  ___________________________________________________________________
 JA1320* NAD 83(1986)-  38 44 34.     (N)    087 31 10.     (W)     SCALED    
 JA1320* NAVD 88     -       125.241  (meters)     410.89   (feet)  ADJUSTED  
 JA1320  ___________________________________________________________________
 JA1320  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JA1320  DYNAMIC HT  -         125.164 (meters)     410.64  (feet)  COMP
 JA1320  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 JA1320
 JA1320  VERT ORDER  -  FIRST     CLASS II
 JA1320
 JA1320.The horizontal coordinates were scaled from a topographic map and have
 JA1320.an estimated accuracy of +/- 6 seconds.
 JA1320
 JA1320.The orthometric height was determined by differential leveling
 JA1320.and adjusted by the National Geodetic Survey in June 1991..
 JA1320
 JA1320.The geoid height was determined by GEOID03.
 JA1320
 JA1320.The dynamic height is computed by dividing the NAVD 88
 JA1320.geopotential number by the normal gravity value computed on the
 JA1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1320.degrees latitude (g = 980.6199 gals.).
 JA1320
 JA1320.The modeled gravity was interpolated from observed gravity values.
 JA1320
 JA1320;                    North         East    Units  Estimated Accuracy
 JA1320;SPC IL E     -   230,740.      370,760.      MT  (+/- 180 meters Scaled)
 JA1320
 JA1320                          SUPERSEDED SURVEY CONTROL
 JA1320
 JA1320  NGVD 29 (??/??/92)  125.371  (m)          411.32   (f) ADJ UNCH    1 2
 JA1320
 JA1320.Superseded values are not recommended for survey control.
 JA1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1320.See file dsdata.txt to determine how the superseded data were derived.
 JA1320
 JA1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH548883(NAD 83)
 JA1320_MARKER: DB = BENCH MARK DISK
 JA1320_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1320_SP_SET: 51 FEET
 JA1320_STAMPING: A 182 1956
 JA1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1320
 JA1320  HISTORY     - Date     Condition        Report By
 JA1320  HISTORY     - 1956     MONUMENTED       CGS
 JA1320
 JA1320                          STATION DESCRIPTION
 JA1320
 JA1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1320'4.7 MI N FROM VINCENNES.
 JA1320'IN LAWRENCE COUNTY, ILLINOIS, ABOUT 0.4 MILE NORTHWEST ALONG U.S.
 JA1320'HIGHWAY 50 FROM BRIDGE OVER WABASH RIVER AT VINCENNES, KNOX
 JA1320'COUNTY, INDIANA, THENCE ABOUT 4.3 MILES NORTHEAST AND NORTH ALONG
 JA1320'STATE HIGHWAY 33, IN SECTION 33, T.4.N., R.10.W., ABOUT 0.4 MILE
 JA1320'SOUTH OF A CROSSROAD, 55 1/2 FEET WEST OF CENTER LINE OF HIGHWAY,
 JA1320'129 FEET SOUTH-SOUTHWEST OF SOUTH END OF WEST HEAD WALL OF A
 JA1320'6-FOOT CONCRETE CULVERT UNDER HIGHWAY, 84 FEET NORTH OF CENTER
 JA1320'OF A DRIVE TO A FIELD ON WEST SIDE OF HIGHWAY, 40 FEET SOUTHEAST
 JA1320'OF CENTER OF A TREE LINED DRAINAGE DITCH EXTENDING SOUTHWEST, 7
 JA1320'FEET NORTH OF A POWER POLE AND ABOUT IN LINE WITH ROW OF POLES,
 JA1320'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 JA1320'BELOW LEVEL OF HIGHWAY AND IS A DISK ON A COPPER-COATED STEEL
 JA1320'ROD ABOUT 2 INCHES UNDER GROUND AND PROTECTED BY A 4-INCH TILE
 JA1320'WHICH PROJECTS 3 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF
 JA1320'51-FEET.  NOTE-- MARK IS ABOUT 5.4 MILES SOUTH ALONG STATE
 JA1320'HIGHWAY 33 FROM THE SCHOOL AT RUSSELLVILLE, LAWRENCE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1301 ***********************************************************************
 KA1301  DESIGNATION -  A 183
 KA1301  PID         -  KA1301
 KA1301  STATE/COUNTY-  IL/CLARK
 KA1301  USGS QUAD   -  WEST UNION (1966)
 KA1301
 KA1301                         *CURRENT SURVEY CONTROL
 KA1301  ___________________________________________________________________
 KA1301* NAD 83(1986)-  39 10 50.     (N)    087 38 16.     (W)     SCALED    
 KA1301* NAVD 88     -       138.637  (meters)     454.84   (feet)  ADJUSTED  
 KA1301  ___________________________________________________________________
 KA1301  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KA1301  DYNAMIC HT  -         138.556 (meters)     454.58  (feet)  COMP
 KA1301  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 KA1301
 KA1301  VERT ORDER  -  FIRST     CLASS II
 KA1301
 KA1301.The horizontal coordinates were scaled from a topographic map and have
 KA1301.an estimated accuracy of +/- 6 seconds.
 KA1301
 KA1301.The orthometric height was determined by differential leveling
 KA1301.and adjusted by the National Geodetic Survey in June 1991..
 KA1301
 KA1301.The geoid height was determined by GEOID03.
 KA1301
 KA1301.The dynamic height is computed by dividing the NAVD 88
 KA1301.geopotential number by the normal gravity value computed on the
 KA1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1301.degrees latitude (g = 980.6199 gals.).
 KA1301
 KA1301.The modeled gravity was interpolated from observed gravity values.
 KA1301
 KA1301;                    North         East    Units  Estimated Accuracy
 KA1301;SPC IL E     -   279,250.      360,100.      MT  (+/- 180 meters Scaled)
 KA1301
 KA1301                          SUPERSEDED SURVEY CONTROL
 KA1301
 KA1301  NGVD 29 (??/??/92)  138.758  (m)          455.24   (f) ADJ UNCH    1 2
 KA1301
 KA1301.Superseded values are not recommended for survey control.
 KA1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1301.See file dsdata.txt to determine how the superseded data were derived.
 KA1301
 KA1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ449370(NAD 83)
 KA1301_MARKER: DB = BENCH MARK DISK
 KA1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1301_STAMPING: A 183 1956
 KA1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1301+STABILITY: SURFACE MOTION
 KA1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1301+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 KA1301
 KA1301  HISTORY     - Date     Condition        Report By
 KA1301  HISTORY     - 1956     MONUMENTED       CGS
 KA1301  HISTORY     - 20050210 GOOD             ILDT
 KA1301
 KA1301                          STATION DESCRIPTION
 KA1301
 KA1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1301'0.8 MI N FROM YORK.
 KA1301'0.75 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT YORK,
 KA1301'ABOUT 0.4 MILE SOUTH OF AN EAST-WEST CROSSROAD, 50 FEET EAST OF
 KA1301'CENTER LINE OF ROAD, 128 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER
 KA1301'OF RESIDENCE OF MRS. FLOSSIE BURNAM, 73 FEET EAST-NORTHEAST AND
 KA1301'ACROSS ROAD FROM A POWER POLE WITH A TRANSFORMER, 78 FEET SOUTH
 KA1301'OF CENTER LINE OF A DRIVE TO HOUSE, 39 FEET WEST OF A 20-INCH
 KA1301'BLACK WALNUT TREE, 1 FOOT NORTH OF A LAWN FENCE, 2 FEET EAST OF
 KA1301'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD
 KA1301'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KA1301
 KA1301                          STATION RECOVERY (2005)
 KA1301
 KA1301'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1464 ***********************************************************************
 KA1464  DESIGNATION -  A 184
 KA1464  PID         -  KA1464
 KA1464  STATE/COUNTY-  IL/EDGAR
 KA1464  USGS QUAD   -  BROCTON (1982)
 KA1464
 KA1464                         *CURRENT SURVEY CONTROL
 KA1464  ___________________________________________________________________
 KA1464* NAD 83(1986)-  39 44 45.     (N)    087 53 10.     (W)     SCALED    
 KA1464* NAVD 88     -       203.776  (meters)     668.56   (feet)  ADJUSTED  
 KA1464  ___________________________________________________________________
 KA1464  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1464  DYNAMIC HT  -         203.668 (meters)     668.20  (feet)  COMP
 KA1464  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 KA1464
 KA1464  VERT ORDER  -  FIRST     CLASS II
 KA1464
 KA1464.The horizontal coordinates were scaled from a topographic map and have
 KA1464.an estimated accuracy of +/- 6 seconds.
 KA1464
 KA1464.The orthometric height was determined by differential leveling
 KA1464.and adjusted by the National Geodetic Survey in June 1991..
 KA1464
 KA1464.The geoid height was determined by GEOID03.
 KA1464
 KA1464.The dynamic height is computed by dividing the NAVD 88
 KA1464.geopotential number by the normal gravity value computed on the
 KA1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1464.degrees latitude (g = 980.6199 gals.).
 KA1464
 KA1464.The modeled gravity was interpolated from observed gravity values.
 KA1464
 KA1464;                    North         East    Units  Estimated Accuracy
 KA1464;SPC IL E     -   341,880.      338,330.      MT  (+/- 180 meters Scaled)
 KA1464
 KA1464                          SUPERSEDED SURVEY CONTROL
 KA1464
 KA1464  NGVD 29 (??/??/92)  203.850  (m)          668.80   (f) ADJ UNCH    1 2
 KA1464
 KA1464.Superseded values are not recommended for survey control.
 KA1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1464.See file dsdata.txt to determine how the superseded data were derived.
 KA1464
 KA1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ240999(NAD 83)
 KA1464_MARKER: DB = BENCH MARK DISK
 KA1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1464_STAMPING: A 184 1956
 KA1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1464+STABILITY: SURFACE MOTION
 KA1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1464+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 KA1464
 KA1464  HISTORY     - Date     Condition        Report By
 KA1464  HISTORY     - 1956     MONUMENTED       CGS
 KA1464  HISTORY     - 20050622 GOOD             CHAST
 KA1464
 KA1464                          STATION DESCRIPTION
 KA1464
 KA1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1464'3.2 MI NE FROM BROCTON.
 KA1464'ABOUT 3.2 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1464'LOUIS RAILROAD FROM THE STATION AT BROCTON, AT AN EAST-WEST
 KA1464'ROAD CROSSING, IN SECTION 17, T. 15 N., R. 13 W., 29 FEET
 KA1464'SOUTHEAST OF SOUTHEAST RAIL, 25 FEET NORTH OF CENTER LINE OF ROAD,
 KA1464'84 FEET EAST-NORTHEAST OF CENTER OF CROSSING, 19 FEET EAST-NORTHEAST
 KA1464'OF TELEPHONE POLE NO. 294/03, 15 FEET SOUTHEAST OF SOUTHEAST END
 KA1464'OF A 24-INCH IRON PIPE CULVERT UNDER TRACK, 2 FEET NORTHEAST OF
 KA1464'A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK
 KA1464'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA1464
 KA1464                          STATION RECOVERY (2005)
 KA1464
 KA1464'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2005 (JRA)
 KA1464'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0606 ***********************************************************************
 NH0606  DESIGNATION -  A 189
 NH0606  PID         -  NH0606
 NH0606  STATE/COUNTY-  IL/WINNEBAGO
 NH0606  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0606
 NH0606                         *CURRENT SURVEY CONTROL
 NH0606  ___________________________________________________________________
 NH0606* NAD 83(1986)-  42 11 49.     (N)    089 05 12.     (W)     SCALED    
 NH0606* NAVD 88     -       221.226  (meters)     725.81   (feet)  ADJUSTED  
 NH0606  ___________________________________________________________________
 NH0606  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH0606  DYNAMIC HT  -         221.155 (meters)     725.57  (feet)  COMP
 NH0606  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NH0606
 NH0606  VERT ORDER  -  SECOND    CLASS 0
 NH0606
 NH0606.This mark is at Greater Rockford Airport (RFD)
 NH0606
 NH0606.The horizontal coordinates were scaled from a topographic map and have
 NH0606.an estimated accuracy of +/- 6 seconds.
 NH0606
 NH0606.The orthometric height was determined by differential leveling
 NH0606.and adjusted by the National Geodetic Survey in June 1991..
 NH0606
 NH0606.The geoid height was determined by GEOID03.
 NH0606
 NH0606.The dynamic height is computed by dividing the NAVD 88
 NH0606.geopotential number by the normal gravity value computed on the
 NH0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0606.degrees latitude (g = 980.6199 gals.).
 NH0606
 NH0606.The modeled gravity was interpolated from observed gravity values.
 NH0606
 NH0606;                    North         East    Units  Estimated Accuracy
 NH0606;SPC IL W     -   614,520.      789,200.      MT  (+/- 180 meters Scaled)
 NH0606
 NH0606                          SUPERSEDED SURVEY CONTROL
 NH0606
 NH0606  NGVD 29 (??/??/92)  221.278  (m)          725.98   (f) ADJ UNCH    2 0
 NH0606
 NH0606.Superseded values are not recommended for survey control.
 NH0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0606.See file dsdata.txt to determine how the superseded data were derived.
 NH0606
 NH0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM277737(NAD 83)
 NH0606_MARKER: DT = TOPOGRAPHIC STATION DISK
 NH0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0606_SP_SET: FOUNDATION
 NH0606_STAMPING: A 189 1960
 NH0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0606
 NH0606  HISTORY     - Date     Condition        Report By
 NH0606  HISTORY     - 1960     MONUMENTED       RBNF
 NH0606  HISTORY     - 1960     GOOD             NGS
 NH0606  HISTORY     - 1969     GOOD             NGS
 NH0606  HISTORY     - 1987     GOOD             USPSQD
 NH0606  HISTORY     - 19970321 GOOD             USPSQD
 NH0606
 NH0606                          STATION DESCRIPTION
 NH0606
 NH0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0606'5 MI S FROM ROCKFORD.
 NH0606'LOCATED AT THE BASE OF THE GREATER ROCKFORD AIRPORT BEACON, AND
 NH0606'NEAR THE CONTROL TOWER, AT THE GREATER ROCKFORD AIRPORT.  IT IS
 NH0606'SET IN A DRILL HOLE IN THE SOUTH FOUNDATION, 63 FEET SOUTH OF
 NH0606'THE SOUTHEAST CORNER OF THE CONTROL TOWER, 16 FEET EAST OF THE
 NH0606'SOUTHEAST CORNER OF A SMALL BUILDING, 7 FEET EAST OF THE SOUTHWEST
 NH0606'LEG OF THE TOWER, AND 5 FEET WEST OF THE SOUTHEAST LEG OF THE
 NH0606'TOWER.
 NH0606
 NH0606                          STATION RECOVERY (1969)
 NH0606
 NH0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0606'RECOVERED IN GOOD CONDITION.
 NH0606
 NH0606                          STATION RECOVERY (1987)
 NH0606
 NH0606'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0606'RECOVERED IN GOOD CONDITION.
 NH0606
 NH0606                          STATION RECOVERY (1997)
 NH0606
 NH0606'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0223 ***********************************************************************
 NG0223  DESIGNATION -  A 19
 NG0223  PID         -  NG0223
 NG0223  STATE/COUNTY-  IL/LAKE
 NG0223  USGS QUAD   -  ZION (1993)
 NG0223
 NG0223                         *CURRENT SURVEY CONTROL
 NG0223  ___________________________________________________________________
 NG0223* NAD 83(1986)-  42 26 20.     (N)    087 49 07.     (W)     SCALED    
 NG0223* NAVD 88     -       181.710  (meters)     596.16   (feet)  ADJUSTED  
 NG0223  ___________________________________________________________________
 NG0223  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NG0223  DYNAMIC HT  -         181.653 (meters)     595.97  (feet)  COMP
 NG0223  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 NG0223
 NG0223  VERT ORDER  -  SECOND    CLASS 0
 NG0223
 NG0223.The horizontal coordinates were scaled from a topographic map and have
 NG0223.an estimated accuracy of +/- 6 seconds.
 NG0223
 NG0223.The orthometric height was determined by differential leveling
 NG0223.and adjusted by the National Geodetic Survey in June 1991..
 NG0223
 NG0223.The geoid height was determined by GEOID03.
 NG0223
 NG0223.The dynamic height is computed by dividing the NAVD 88
 NG0223.geopotential number by the normal gravity value computed on the
 NG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0223.degrees latitude (g = 980.6199 gals.).
 NG0223
 NG0223.The modeled gravity was interpolated from observed gravity values.
 NG0223
 NG0223;                    North         East    Units  Estimated Accuracy
 NG0223;SPC IL E     -   640,980.      342,350.      MT  (+/- 180 meters Scaled)
 NG0223
 NG0223                          SUPERSEDED SURVEY CONTROL
 NG0223
 NG0223  NGVD 29 (??/??/92)  181.821  (m)          596.52   (f) ADJ UNCH    2 0
 NG0223
 NG0223.Superseded values are not recommended for survey control.
 NG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0223.See file dsdata.txt to determine how the superseded data were derived.
 NG0223
 NG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM326988(NAD 83)
 NG0223_MARKER: DB = BENCH MARK DISK
 NG0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0223_STAMPING: A 19 1934
 NG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0223+STABILITY: SURFACE MOTION
 NG0223
 NG0223  HISTORY     - Date     Condition        Report By
 NG0223  HISTORY     - 1934     MONUMENTED       CGS
 NG0223  HISTORY     - 1973     MARK NOT FOUND   NGS
 NG0223  HISTORY     - 19970502 MARK NOT FOUND   USPSQD
 NG0223
 NG0223                          STATION DESCRIPTION
 NG0223
 NG0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0223'AT ZION.
 NG0223'AT ZION, LAKE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NG0223'24 POLES NORTHWEST OF AN ABANDONED ROAD CROSSING, 39 FEET WEST
 NG0223'OF THE CENTERLINE OF THE WEST TRACK, 2 FEET EAST OF THE
 NG0223'RIGHT-OF-WAY FENCE, AND 3.5 FEET BELOW THE LEVEL OF THE TRACK.
 NG0223'A STANDARD DISK, STAMPED A 19 1934 AND SET IN THE TOP OF A
 NG0223'CONCRETE POST.
 NG0223
 NG0223                          STATION RECOVERY (1973)
 NG0223
 NG0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NG0223'MARK NOT FOUND.
 NG0223
 NG0223                          STATION RECOVERY (1997)
 NG0223
 NG0223'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0271 ***********************************************************************
 MG0271  DESIGNATION -  A 190
 MG0271  PID         -  MG0271
 MG0271  STATE/COUNTY-  IL/HENRY
 MG0271  USGS QUAD   -  GENESEO (1991)
 MG0271
 MG0271                         *CURRENT SURVEY CONTROL
 MG0271  ___________________________________________________________________
 MG0271* NAD 83(1986)-  41 26 51.     (N)    090 10 55.     (W)     SCALED    
 MG0271* NAVD 88     -       199.507  (meters)     654.55   (feet)  ADJUSTED  
 MG0271  ___________________________________________________________________
 MG0271  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0271  DYNAMIC HT  -         199.428 (meters)     654.29  (feet)  COMP
 MG0271  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 MG0271
 MG0271  VERT ORDER  -  SECOND    CLASS 0
 MG0271
 MG0271.The horizontal coordinates were scaled from a topographic map and have
 MG0271.an estimated accuracy of +/- 6 seconds.
 MG0271
 MG0271.The orthometric height was determined by differential leveling
 MG0271.and adjusted by the National Geodetic Survey in June 1991..
 MG0271
 MG0271.The geoid height was determined by GEOID03.
 MG0271
 MG0271.The dynamic height is computed by dividing the NAVD 88
 MG0271.geopotential number by the normal gravity value computed on the
 MG0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0271.degrees latitude (g = 980.6199 gals.).
 MG0271
 MG0271.The modeled gravity was interpolated from observed gravity values.
 MG0271
 MG0271;                    North         East    Units  Estimated Accuracy
 MG0271;SPC IL W     -   530,720.      698,720.      MT  (+/- 180 meters Scaled)
 MG0271
 MG0271                          SUPERSEDED SURVEY CONTROL
 MG0271
 MG0271  NGVD 29 (??/??/92)  199.590  (m)          654.82   (f) ADJ UNCH    2 0
 MG0271
 MG0271.Superseded values are not recommended for survey control.
 MG0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0271.See file dsdata.txt to determine how the superseded data were derived.
 MG0271
 MG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF354922(NAD 83)
 MG0271_MARKER: DB = BENCH MARK DISK
 MG0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0271_SP_SET: CULVERT
 MG0271_STAMPING: A 190 1959
 MG0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0271+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 MG0271
 MG0271  HISTORY     - Date     Condition        Report By
 MG0271  HISTORY     - 1959     MONUMENTED       CGS
 MG0271  HISTORY     - 19960717 GOOD             USPSQD
 MG0271  HISTORY     - 20011006 GOOD             USPSQD
 MG0271  HISTORY     - 20040609 GOOD             USPSQD
 MG0271
 MG0271                          STATION DESCRIPTION
 MG0271
 MG0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0271'1.2 MI W FROM GENESEO.
 MG0271'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS
 MG0271'JUNCTION WITH STATE HIGHWAY 82 IN THE WEST PART OF THE TOWN
 MG0271'OF GENESEO, AT A NORTH-SOUTH ROAD CROSSING, SET IN THE CENTER OF
 MG0271'THE TOP OF THE SOUTH HEADWALL OF A 3-FOOT BOX CULVERT, 74 FEET
 MG0271'EAST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTH OF THE
 MG0271'CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE
 MG0271'HIGHWAY.
 MG0271
 MG0271                          STATION RECOVERY (1996)
 MG0271
 MG0271'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0271'RECOVERED IN GOOD CONDITION.
 MG0271
 MG0271                          STATION RECOVERY (2001)
 MG0271
 MG0271'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0271'RECOVERED AS DESCRIBED
 MG0271
 MG0271                          STATION RECOVERY (2004)
 MG0271
 MG0271'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1025 ***********************************************************************
 MF1025  DESIGNATION -  A 191
 MF1025  PID         -  MF1025
 MF1025  STATE/COUNTY-  IL/BUREAU
 MF1025  USGS QUAD   -  MINERAL (1983)
 MF1025
 MF1025                         *CURRENT SURVEY CONTROL
 MF1025  ___________________________________________________________________
 MF1025* NAD 83(1986)-  41 22 58.     (N)    089 50 34.     (W)     SCALED    
 MF1025* NAVD 88     -       194.760  (meters)     638.98   (feet)  ADJUSTED  
 MF1025  ___________________________________________________________________
 MF1025  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1025  DYNAMIC HT  -         194.681 (meters)     638.72  (feet)  COMP
 MF1025  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 MF1025
 MF1025  VERT ORDER  -  SECOND    CLASS 0
 MF1025
 MF1025.The horizontal coordinates were scaled from a topographic map and have
 MF1025.an estimated accuracy of +/- 6 seconds.
 MF1025
 MF1025.The orthometric height was determined by differential leveling
 MF1025.and adjusted by the National Geodetic Survey in June 1991..
 MF1025
 MF1025.The geoid height was determined by GEOID03.
 MF1025
 MF1025.The dynamic height is computed by dividing the NAVD 88
 MF1025.geopotential number by the normal gravity value computed on the
 MF1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1025.degrees latitude (g = 980.6199 gals.).
 MF1025
 MF1025.The modeled gravity was interpolated from observed gravity values.
 MF1025
 MF1025;                    North         East    Units  Estimated Accuracy
 MF1025;SPC IL W     -   523,580.      727,090.      MT  (+/- 180 meters Scaled)
 MF1025
 MF1025                          SUPERSEDED SURVEY CONTROL
 MF1025
 MF1025  NGVD 29 (??/??/92)  194.833  (m)          639.21   (f) ADJ UNCH    2 0
 MF1025
 MF1025.Superseded values are not recommended for survey control.
 MF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1025.See file dsdata.txt to determine how the superseded data were derived.
 MF1025
 MF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL622851(NAD 83)
 MF1025_MARKER: DB = BENCH MARK DISK
 MF1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1025_SP_SET: ABUTMENT
 MF1025_STAMPING: A 191 1959
 MF1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1025
 MF1025  HISTORY     - Date     Condition        Report By
 MF1025  HISTORY     - 1959     MONUMENTED       CGS
 MF1025  HISTORY     - 19951230 GOOD             USPSQD
 MF1025  HISTORY     - 20010509 GOOD             USPSQD
 MF1025  HISTORY     - 20060203 GOOD             USPSQD
 MF1025
 MF1025                          STATION DESCRIPTION
 MF1025
 MF1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1025'0.2 MI W FROM MINERAL.
 MF1025'ABOUT 0.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1025'ROCK ISLAND AND PACIFIC RAILWAY STATION AT MINERAL, SET IN THE
 MF1025'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A 90-FOOT CONCRETE
 MF1025'BRIDGE, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1
 MF1025'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 MF1025
 MF1025                          STATION RECOVERY (1995)
 MF1025
 MF1025'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1025'RECOVERED IN GOOD CONDITION.
 MF1025
 MF1025                          STATION RECOVERY (2001)
 MF1025
 MF1025'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1025'RECOVERED IN GOOD CONDITION.
 MF1025
 MF1025                          STATION RECOVERY (2006)
 MF1025
 MF1025'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1087 ***********************************************************************
 MF1087  DESIGNATION -  A 192
 MF1087  PID         -  MF1087
 MF1087  STATE/COUNTY-  IL/BUREAU
 MF1087  USGS QUAD   -  BUDA NE (1983)
 MF1087
 MF1087                         *CURRENT SURVEY CONTROL
 MF1087  ___________________________________________________________________
 MF1087* NAD 83(1986)-  41 23 12.     (N)    089 34 22.     (W)     SCALED    
 MF1087* NAVD 88     -       185.829  (meters)     609.67   (feet)  ADJUSTED  
 MF1087  ___________________________________________________________________
 MF1087  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF1087  DYNAMIC HT  -         185.754 (meters)     609.43  (feet)  COMP
 MF1087  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 MF1087
 MF1087  VERT ORDER  -  SECOND    CLASS 0
 MF1087
 MF1087.The horizontal coordinates were scaled from a topographic map and have
 MF1087.an estimated accuracy of +/- 6 seconds.
 MF1087
 MF1087.The orthometric height was determined by differential leveling
 MF1087.and adjusted by the National Geodetic Survey in June 1991..
 MF1087
 MF1087.The geoid height was determined by GEOID03.
 MF1087
 MF1087.The dynamic height is computed by dividing the NAVD 88
 MF1087.geopotential number by the normal gravity value computed on the
 MF1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1087.degrees latitude (g = 980.6199 gals.).
 MF1087
 MF1087.The modeled gravity was interpolated from observed gravity values.
 MF1087
 MF1087;                    North         East    Units  Estimated Accuracy
 MF1087;SPC IL W     -   524,140.      749,670.      MT  (+/- 180 meters Scaled)
 MF1087
 MF1087                          SUPERSEDED SURVEY CONTROL
 MF1087
 MF1087  NGVD 29 (??/??/92)  185.910  (m)          609.94   (f) ADJ UNCH    2 0
 MF1087
 MF1087.Superseded values are not recommended for survey control.
 MF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1087.See file dsdata.txt to determine how the superseded data were derived.
 MF1087
 MF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL848848(NAD 83)
 MF1087_MARKER: DB = BENCH MARK DISK
 MF1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1087_SP_SET: BRIDGE
 MF1087_STAMPING: A 192 1959
 MF1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1087+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 MF1087
 MF1087  HISTORY     - Date     Condition        Report By
 MF1087  HISTORY     - 1959     MONUMENTED       CGS
 MF1087  HISTORY     - 19951202 GOOD             USPSQD
 MF1087  HISTORY     - 20010516 GOOD             USPSQD
 MF1087  HISTORY     - 20051012 GOOD             USPSQD
 MF1087
 MF1087                          STATION DESCRIPTION
 MF1087
 MF1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1087'2.4 MI N FROM WYANET.
 MF1087'ABOUT 0.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1087'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 1.45
 MF1087'MILES NORTH ALNG BLACKTOP ROAD, THENCE 0.75 MILES EAST ALONG
 MF1087'GRAVEL ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE WING
 MF1087'WALL AT THE SOUTHEAST CORNER OF A 110-FOOT CONCRETE BRIDGE,
 MF1087'10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT
 MF1087'ABOVE THE LEVEL OF THE ROAD.  THE MARK MAY BE REACHED FROM WYANET,
 MF1087'BUREAU COUNTY, BY GOING EAST FOR 1.8 MILES ALONG U.S. HIGHWAY
 MF1087'6 FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 MF1087'THENCE 1.4 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.25 MILES
 MF1087'WEST ALONG A GRAVEL ROAD.
 MF1087
 MF1087                          STATION RECOVERY (1995)
 MF1087
 MF1087'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1087'RECOVERED IN GOOD CONDITION.
 MF1087
 MF1087                          STATION RECOVERY (2001)
 MF1087
 MF1087'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1087'.
 MF1087
 MF1087                          STATION RECOVERY (2005)
 MF1087
 MF1087'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0942 ***********************************************************************
 MF0942  DESIGNATION -  A 193 RESET 1960
 MF0942  PID         -  MF0942
 MF0942  STATE/COUNTY-  IL/BUREAU
 MF0942  USGS QUAD   -  SPRING VALLEY (1979)
 MF0942
 MF0942                         *CURRENT SURVEY CONTROL
 MF0942  ___________________________________________________________________
 MF0942* NAD 83(1986)-  41 21 51.     (N)    089 12 01.     (W)     SCALED    
 MF0942* NAVD 88     -       199.09   (meters)     653.2    (feet)  RESET     
 MF0942  ___________________________________________________________________
 MF0942  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0942
 MF0942  VERT ORDER  -  THIRD
 MF0942
 MF0942.The horizontal coordinates were scaled from a topographic map and have
 MF0942.an estimated accuracy of +/- 6 seconds.
 MF0942
 MF0942.The orthometric height was computed from unverified reset data.
 MF0942.No vertical observational check was made to the station.
 MF0942
 MF0942.The geoid height was determined by GEOID03.
 MF0942
 MF0942;                    North         East    Units  Estimated Accuracy
 MF0942;SPC IL W     -   521,920.      780,850.      MT  (+/- 180 meters Scaled)
 MF0942
 MF0942                          SUPERSEDED SURVEY CONTROL
 MF0942
 MF0942  NGVD 29 (??/??/??)  199.17   (m)          653.4    (f) RESET       3  
 MF0942
 MF0942.Superseded values are not recommended for survey control.
 MF0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0942.See file dsdata.txt to determine how the superseded data were derived.
 MF0942
 MF0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL159815(NAD 83)
 MF0942_MARKER: DB = BENCH MARK DISK
 MF0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0942_STAMPING: A 193 1959 RESET 1960
 MF0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0942+STABILITY: SURFACE MOTION
 MF0942
 MF0942  HISTORY     - Date     Condition        Report By
 MF0942  HISTORY     - 1960     MONUMENTED       CGS
 MF0942  HISTORY     - 19960401 GOOD             USPSQD
 MF0942  HISTORY     - 20010606 MARK NOT FOUND   USPSQD
 MF0942  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 MF0942
 MF0942                          STATION DESCRIPTION
 MF0942
 MF0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0942'4 MI NW FROM SPRING VALLEY.
 MF0942'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0942'STATE HIGHWAY 89 IN SPRING VALLEY, THENCE 0.95 MILES EAST ALONG
 MF0942'A GRAVEL ROAD, AT THE JUNCTION OF TWO DRIVES SOUTH TO FARM HOUSES,
 MF0942'65 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 105 FEET EAST OF
 MF0942'THE CENTER LINE OF A DRIVEWAY, 65 FEET WEST OF THE CENTER LINE OF
 MF0942'A DRIVE WAY, 53 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 2.2
 MF0942'FEET EAST OF A POWER POLE, 2.0 FEET NORTHEAST OF A METAL WITNESS
 MF0942'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MF0942'POST FLUSH WITH THE GROUND.
 MF0942
 MF0942                          STATION RECOVERY (1996)
 MF0942
 MF0942'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0942'RECOVERED IN GOOD CONDITION.
 MF0942
 MF0942                          STATION RECOVERY (2001)
 MF0942
 MF0942'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0942'MARK NOT FOUND.
 MF0942
 MF0942                          STATION RECOVERY (2005)
 MF0942
 MF0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0140 ***********************************************************************
 MG0140  DESIGNATION -  A 194
 MG0140  PID         -  MG0140
 MG0140  STATE/COUNTY-  IL/HENRY
 MG0140  USGS QUAD   -  GREEN ROCK (1992)
 MG0140
 MG0140                         *CURRENT SURVEY CONTROL
 MG0140  ___________________________________________________________________
 MG0140* NAD 83(1986)-  41 24 43.     (N)    090 21 57.     (W)     SCALED    
 MG0140* NAVD 88     -       205.824  (meters)     675.27   (feet)  ADJUSTED  
 MG0140  ___________________________________________________________________
 MG0140  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0140  DYNAMIC HT  -         205.744 (meters)     675.01  (feet)  COMP
 MG0140  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 MG0140
 MG0140  VERT ORDER  -  SECOND    CLASS 0
 MG0140
 MG0140.The horizontal coordinates were scaled from a topographic map and have
 MG0140.an estimated accuracy of +/- 6 seconds.
 MG0140
 MG0140.The orthometric height was determined by differential leveling
 MG0140.and adjusted by the National Geodetic Survey in June 1991..
 MG0140
 MG0140.The geoid height was determined by GEOID03.
 MG0140
 MG0140.The dynamic height is computed by dividing the NAVD 88
 MG0140.geopotential number by the normal gravity value computed on the
 MG0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0140.degrees latitude (g = 980.6199 gals.).
 MG0140
 MG0140.The modeled gravity was interpolated from observed gravity values.
 MG0140
 MG0140;                    North         East    Units  Estimated Accuracy
 MG0140;SPC IL W     -   526,790.      683,350.      MT  (+/- 180 meters Scaled)
 MG0140
 MG0140                          SUPERSEDED SURVEY CONTROL
 MG0140
 MG0140  NGVD 29 (??/??/92)  205.902  (m)          675.53   (f) ADJ UNCH    2 0
 MG0140
 MG0140.Superseded values are not recommended for survey control.
 MG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0140.See file dsdata.txt to determine how the superseded data were derived.
 MG0140
 MG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF201878(NAD 83)
 MG0140_MARKER: DB = BENCH MARK DISK
 MG0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0140_SP_SET: BRIDGE
 MG0140_STAMPING: A 194 1959
 MG0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0140+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 MG0140
 MG0140  HISTORY     - Date     Condition        Report By
 MG0140  HISTORY     - 1959     MONUMENTED       CGS
 MG0140  HISTORY     - 19960715 GOOD             USPSQD
 MG0140  HISTORY     - 20011015 GOOD             USPSQD
 MG0140  HISTORY     - 20040630 MARK NOT FOUND   USPSQD
 MG0140
 MG0140                          STATION DESCRIPTION
 MG0140
 MG0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0140'0.6 MI E FROM WARNER.
 MG0140'ABOUT 0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0140'RAILROAD FROM THE STATION SIGN AT WARNER, THENCE 0.5 MILES EAST
 MG0140'ALONG AN OILED ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE
 MG0140'WINGWALL AT THE SOUTHEAST CORNER OF A 12-FOOT CONCRETE BRIDGE,
 MG0140'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
 MG0140
 MG0140                          STATION RECOVERY (1996)
 MG0140
 MG0140'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0140'RECOVERED IN GOOD CONDITION.
 MG0140
 MG0140                          STATION RECOVERY (2001)
 MG0140
 MG0140'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0140'DISC UNDER TREE STUMP
 MG0140
 MG0140                          STATION RECOVERY (2004)
 MG0140
 MG0140'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 MG0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0205 ***********************************************************************
 MG0205  DESIGNATION -  A 195
 MG0205  PID         -  MG0205
 MG0205  STATE/COUNTY-  IL/HENRY
 MG0205  USGS QUAD   -  WOODHULL (1992)
 MG0205
 MG0205                         *CURRENT SURVEY CONTROL
 MG0205  ___________________________________________________________________
 MG0205* NAD 83(1997)-  41 11 41.96500(N)    090 22 18.31084(W)     ADJUSTED  
 MG0205* NAVD 88     -       243.457  (meters)     798.74   (feet)  ADJUSTED  
 MG0205  ___________________________________________________________________
 MG0205  X           -     -31,185.960 (meters)                     COMP
 MG0205  Y           -  -4,806,413.772 (meters)                     COMP
 MG0205  Z           -   4,178,880.845 (meters)                     COMP
 MG0205  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 MG0205  ELLIP HEIGHT-         210.69  (meters)          (02/22/06) GPS OBS
 MG0205  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0205  DYNAMIC HT  -         243.355 (meters)     798.41  (feet)  COMP
 MG0205  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 MG0205
 MG0205  HORZ ORDER  -  FIRST
 MG0205  VERT ORDER  -  SECOND    CLASS 0
 MG0205  ELLP ORDER  -  FOURTH    CLASS I
 MG0205
 MG0205.The horizontal coordinates were established by GPS observations
 MG0205.and adjusted by the National Geodetic Survey in February 2006..
 MG0205
 MG0205.The orthometric height was determined by differential leveling
 MG0205.and adjusted by the National Geodetic Survey in June 1991..
 MG0205
 MG0205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0205
 MG0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0205
 MG0205.The ellipsoidal height was determined by GPS observations
 MG0205.and is referenced to NAD 83.
 MG0205
 MG0205.The geoid height was determined by GEOID03.
 MG0205
 MG0205.The dynamic height is computed by dividing the NAVD 88
 MG0205.geopotential number by the normal gravity value computed on the
 MG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0205.degrees latitude (g = 980.6199 gals.).
 MG0205
 MG0205.The modeled gravity was interpolated from observed gravity values.
 MG0205
 MG0205;                    North         East     Units Scale Factor Converg.
 MG0205;SPC IL W     -   502,699.331   682,796.981   MT  0.99994482   -0 08 06.3
 MG0205;SPC IL W     - 1,649,272.72  2,240,143.10   sFT  0.99994482   -0 08 06.3
 MG0205;UTM  15      - 4,563,733.786   720,397.274   MT  1.00019786   +1 43 54.2
 MG0205
 MG0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0205!SPC IL W     -   0.99996695  x   0.99994482  =   0.99991177
 MG0205!UTM  15      -   0.99996695  x   1.00019786  =   1.00016481
 MG0205
 MG0205                          SUPERSEDED SURVEY CONTROL
 MG0205
 MG0205  NAVD 88 (02/22/06)  243.46   (m)          798.8    (f) LEVELING    3  
 MG0205  NGVD 29 (??/??/92)  243.514  (m)          798.93   (f) ADJ UNCH    2 0
 MG0205
 MG0205.Superseded values are not recommended for survey control.
 MG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0205.See file dsdata.txt to determine how the superseded data were derived.
 MG0205
 MG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2039763734(NAD 83)
 MG0205_MARKER: DB = BENCH MARK DISK
 MG0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0205_STAMPING: A 195 1959
 MG0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0205+STABILITY: SURFACE MOTION
 MG0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0205+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 MG0205
 MG0205  HISTORY     - Date     Condition        Report By
 MG0205  HISTORY     - 1959     MONUMENTED       CGS
 MG0205  HISTORY     - 19960710 GOOD             USPSQD
 MG0205  HISTORY     - 20011031 GOOD             USPSQD
 MG0205  HISTORY     - 20031105 GOOD             JCLS
 MG0205  HISTORY     - 20051101 GOOD             ILDT
 MG0205
 MG0205                          STATION DESCRIPTION
 MG0205
 MG0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0205'0.4 MI E FROM ALPHA.
 MG0205'ABOUT 0.4 MILES EAST ALONG AN OILED ROAD FROM THE TOWNSHIP
 MG0205'HIGH SCHOOL AT ALPHA, AT A DRIVEWAY SOUTH TO A FARM HOUSE, 2 FEET
 MG0205'NORTHEAST OF A FENCE CORNER, 23 FEET EAST OF THE CENTER LINE
 MG0205'OF A DRIVEWAY SOUTH TO THE FARM HOUSE, 28 FEET SOUTH OF THE
 MG0205'CENTER LINE OF THE ROAD, 37 FEET WEST OF A POWER POLE, 1.6
 MG0205'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 MG0205'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 MG0205'INCHES.
 MG0205
 MG0205                          STATION RECOVERY (1996)
 MG0205
 MG0205'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0205'RECOVERED IN GOOD CONDITION.
 MG0205
 MG0205                          STATION RECOVERY (2001)
 MG0205
 MG0205'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0205'RECOVERED IN GOOD CONDITION.
 MG0205
 MG0205                          STATION RECOVERY (2003)
 MG0205
 MG0205'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 MG0205'RECOVERED IN GOOD CONDITION.
 MG0205
 MG0205                          STATION RECOVERY (2005)
 MG0205
 MG0205'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 MG0205'TO REACH THE STATION FROM THE INTERSECTION OF IL. 17 AND 300TH AVE. (A
 MG0205'ST.) ON THE NORTH  SIDE OF ALPHA, PROCEED EAST ON 300TH AVE. 0.45
 MG0205'MILES TO THE STATION ON THE SOUTH SIDE OF  THE ROAD, IN FRONT OF A
 MG0205'PRIVATE RESIDENCE WITH A WHITE TWO-STORY HOME AND SEVERAL
 MG0205'OUTBUILDINGS.  THE STATION IS 28.35 FEET SOUTH OF THE CENTERLINE OF
 MG0205'300TH AVE., 24.55 FEET  EAST OF THE CENTERLINE OF A AGGREGATE DRIVEWAY
 MG0205'FOR THE RESIDENCE, 2.23 FEET NORTHEAST  OF A P.K. NAIL SET ON THE
 MG0205'NORTH SIDE OF A WOOD END POST FOR A FENCE ON THE R.O.W. LINE, AND
 MG0205'34.35 FEET WEST OF A P.K. NAIL SET ON THE WEST SIDE OF A POWER POLE IN
 MG0205'FRONT OF THE  RESIDENCE.  THE STATION IS A USC AND G BRASS DISC,
 MG0205'STAMPED A 195 - 1959, SET IN A CONCRETE  BASE  FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0244 ***********************************************************************
 MG0244  DESIGNATION -  A 196 RESET
 MG0244  PID         -  MG0244
 MG0244  STATE/COUNTY-  IL/KNOX
 MG0244  USGS QUAD   -  NORTH HENDERSON (1982)
 MG0244
 MG0244                         *CURRENT SURVEY CONTROL
 MG0244  ___________________________________________________________________
 MG0244* NAD 83(1986)-  41 04 43.     (N)    090 22 50.     (W)     SCALED    
 MG0244* NAVD 88     -       237.88   (meters)     780.4    (feet)  RESET     
 MG0244  ___________________________________________________________________
 MG0244  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0244
 MG0244  VERT ORDER  -  THIRD
 MG0244
 MG0244.The horizontal coordinates were scaled from a topographic map and have
 MG0244.an estimated accuracy of +/- 6 seconds.
 MG0244
 MG0244.The orthometric height was computed from unverified reset data.
 MG0244.No vertical observational check was made to the station.
 MG0244
 MG0244.The geoid height was determined by GEOID03.
 MG0244
 MG0244;                    North         East    Units  Estimated Accuracy
 MG0244;SPC IL W     -   489,780.      682,030.      MT  (+/- 180 meters Scaled)
 MG0244
 MG0244                          SUPERSEDED SURVEY CONTROL
 MG0244
 MG0244  NGVD 29 (??/??/??)  237.93   (m)          780.6    (f) RESET       3  
 MG0244
 MG0244.Superseded values are not recommended for survey control.
 MG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0244.See file dsdata.txt to determine how the superseded data were derived.
 MG0244
 MG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF200507(NAD 83)
 MG0244_MARKER: DB = BENCH MARK DISK
 MG0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0244_SP_SET: CULVERT
 MG0244_STAMPING: A 196 RESET 1963
 MG0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0244
 MG0244  HISTORY     - Date     Condition        Report By
 MG0244  HISTORY     - 1963     MONUMENTED       ILDT
 MG0244  HISTORY     - 1964     GOOD             NGS
 MG0244  HISTORY     - 19971124 GOOD             USPSQD
 MG0244
 MG0244                          STATION DESCRIPTION
 MG0244
 MG0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MG0244'2.6 MI SE FROM RIO.
 MG0244'THE MARK MAY BE REACHED FROM WOODHULL, HENRY COUNTY, BY GOING
 MG0244'WEST ALONG STATE HIGHWAY 17 FOR 1.4 MILES, THENCE 7.0 MILES
 MG0244'SOUTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES WEST ALONG A BLACKTOP
 MG0244'ROAD.  ABOUT 1.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 MG0244'AND QUINCY RAILROAD FROM THE STATION AT RIO, THENCE 0.9 MILE
 MG0244'SOUTH ALONG U.S. HIGHWAY 150, SET IN THE TOP OF THE NORTH END OF
 MG0244'THE EAST HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 42 FEET
 MG0244'NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 18 FEET EAST OF
 MG0244'THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 MG0244
 MG0244                          STATION RECOVERY (1997)
 MG0244
 MG0244'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0154 ***********************************************************************
 LD0154  DESIGNATION -  A 197
 LD0154  PID         -  LD0154
 LD0154  STATE/COUNTY-  IL/KNOX
 LD0154  USGS QUAD   -  YATES CITY (1982)
 LD0154
 LD0154                         *CURRENT SURVEY CONTROL
 LD0154  ___________________________________________________________________
 LD0154* NAD 83(1986)-  40 51 09.     (N)    090 03 41.     (W)     SCALED    
 LD0154* NAVD 88     -       209.755  (meters)     688.17   (feet)  ADJUSTED  
 LD0154  ___________________________________________________________________
 LD0154  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0154  DYNAMIC HT  -         209.660 (meters)     687.86  (feet)  COMP
 LD0154  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 LD0154
 LD0154  VERT ORDER  -  SECOND    CLASS 0
 LD0154
 LD0154.The horizontal coordinates were scaled from a topographic map and have
 LD0154.an estimated accuracy of +/- 6 seconds.
 LD0154
 LD0154.The orthometric height was determined by differential leveling
 LD0154.and adjusted by the National Geodetic Survey in June 1991..
 LD0154
 LD0154.The geoid height was determined by GEOID03.
 LD0154
 LD0154.The dynamic height is computed by dividing the NAVD 88
 LD0154.geopotential number by the normal gravity value computed on the
 LD0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0154.degrees latitude (g = 980.6199 gals.).
 LD0154
 LD0154.The modeled gravity was interpolated from observed gravity values.
 LD0154
 LD0154;                    North         East    Units  Estimated Accuracy
 LD0154;SPC IL W     -   464,650.      708,880.      MT  (+/- 180 meters Scaled)
 LD0154
 LD0154                          SUPERSEDED SURVEY CONTROL
 LD0154
 LD0154  NGVD 29 (??/??/92)  209.828  (m)          688.41   (f) ADJ UNCH    2 0
 LD0154
 LD0154.Superseded values are not recommended for survey control.
 LD0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0154.See file dsdata.txt to determine how the superseded data were derived.
 LD0154
 LD0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF477265(NAD 83)
 LD0154_MARKER: DB = BENCH MARK DISK
 LD0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0154_STAMPING: A 197 1959
 LD0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0154+STABILITY: SURFACE MOTION
 LD0154
 LD0154  HISTORY     - Date     Condition        Report By
 LD0154  HISTORY     - 1959     MONUMENTED       CGS
 LD0154  HISTORY     - 19971107 GOOD             USPSQD
 LD0154
 LD0154                          STATION DESCRIPTION
 LD0154
 LD0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0154'10.1 MI W FROM BRIMFIELD.
 LD0154'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0154'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY
 LD0154'78, THENCE 5.05 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.45 MILES
 LD0154'SOUTH ALONG A DIRT ROAD, AT A T-FENCE CORNER, 21 FEET EAST OF THE
 LD0154'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 4 FEET SOUTH
 LD0154'OF THE SOUTH END OF A BOARD GATE AND A T-FENCE CORNER, 2.1 FEET
 LD0154'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 LD0154'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LD0154
 LD0154                          STATION RECOVERY (1997)
 LD0154
 LD0154'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1508 ***********************************************************************
 LC1508  DESIGNATION -  A 198
 LC1508  PID         -  LC1508
 LC1508  STATE/COUNTY-  IL/PEORIA
 LC1508  USGS QUAD   -  PEORIA EAST (1996)
 LC1508
 LC1508                         *CURRENT SURVEY CONTROL
 LC1508  ___________________________________________________________________
 LC1508* NAD 83(1986)-  40 43 56.     (N)    089 35 09.     (W)     SCALED    
 LC1508* NAVD 88     -       202.338  (meters)     663.84   (feet)  ADJUSTED  
 LC1508  ___________________________________________________________________
 LC1508  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LC1508  DYNAMIC HT  -         202.246 (meters)     663.54  (feet)  COMP
 LC1508  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 LC1508
 LC1508  VERT ORDER  -  SECOND    CLASS 0
 LC1508
 LC1508.The horizontal coordinates were scaled from a topographic map and have
 LC1508.an estimated accuracy of +/- 6 seconds.
 LC1508
 LC1508.The orthometric height was determined by differential leveling
 LC1508.and adjusted by the National Geodetic Survey in June 1991..
 LC1508
 LC1508.The geoid height was determined by GEOID03.
 LC1508
 LC1508.The dynamic height is computed by dividing the NAVD 88
 LC1508.geopotential number by the normal gravity value computed on the
 LC1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1508.degrees latitude (g = 980.6199 gals.).
 LC1508
 LC1508.The modeled gravity was interpolated from observed gravity values.
 LC1508
 LC1508;                    North         East    Units  Estimated Accuracy
 LC1508;SPC IL W     -   451,450.      749,060.      MT  (+/- 180 meters Scaled)
 LC1508
 LC1508                          SUPERSEDED SURVEY CONTROL
 LC1508
 LC1508  NGVD 29 (??/??/92)  202.424  (m)          664.12   (f) ADJ UNCH    2 0
 LC1508
 LC1508.Superseded values are not recommended for survey control.
 LC1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1508.See file dsdata.txt to determine how the superseded data were derived.
 LC1508
 LC1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL816122(NAD 83)
 LC1508_MARKER: DB = BENCH MARK DISK
 LC1508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1508_SP_SET: CULVERT
 LC1508_STAMPING: A 198 1959
 LC1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1508
 LC1508  HISTORY     - Date     Condition        Report By
 LC1508  HISTORY     - 1959     MONUMENTED       CGS
 LC1508  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC1508
 LC1508                          STATION DESCRIPTION
 LC1508
 LC1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1508'0.4 MI E FROM PEORIA.
 LC1508'ABOUT 0.35 MILES EAST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC1508'WITH STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, AT THE
 LC1508'JUNCTION OF NORTH INDIANA AVENUE, SET IN THE TOP OF THE EAST
 LC1508'END OF THE NORTH HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT, 24
 LC1508'FEET NORTH OF THE NORTH CURB OF U.S. HIGHWAY 150, 75 FEET EAST
 LC1508'OF THE EXTENDED CENTER LINE OF NORTH INDIANA AVENUE, ABOUT LEVEL
 LC1508'WITH THE HIGHWAY.
 LC1508
 LC1508                          STATION RECOVERY (1999)
 LC1508
 LC1508'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0920 ***********************************************************************
 LC0920  DESIGNATION -  A 199 RESET 1959
 LC0920  PID         -  LC0920
 LC0920  STATE/COUNTY-  IL/TAZEWELL
 LC0920  USGS QUAD   -  EUREKA (1979)
 LC0920
 LC0920                         *CURRENT SURVEY CONTROL
 LC0920  ___________________________________________________________________
 LC0920* NAD 83(1986)-  40 37 34.     (N)    089 19 40.     (W)     SCALED    
 LC0920* NAVD 88     -       229.464  (meters)     752.83   (feet)  ADJUSTED  
 LC0920  ___________________________________________________________________
 LC0920  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC0920  DYNAMIC HT  -         229.358 (meters)     752.49  (feet)  COMP
 LC0920  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 LC0920
 LC0920  VERT ORDER  -  SECOND    CLASS 0
 LC0920
 LC0920.The horizontal coordinates were scaled from a topographic map and have
 LC0920.an estimated accuracy of +/- 6 seconds.
 LC0920
 LC0920.The orthometric height was determined by differential leveling
 LC0920.and adjusted by the National Geodetic Survey in June 1991..
 LC0920
 LC0920.The geoid height was determined by GEOID03.
 LC0920
 LC0920.The dynamic height is computed by dividing the NAVD 88
 LC0920.geopotential number by the normal gravity value computed on the
 LC0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0920.degrees latitude (g = 980.6199 gals.).
 LC0920
 LC0920.The modeled gravity was interpolated from observed gravity values.
 LC0920
 LC0920;                    North         East    Units  Estimated Accuracy
 LC0920;SPC IL W     -   439,850.      770,970.      MT  (+/- 180 meters Scaled)
 LC0920
 LC0920                          SUPERSEDED SURVEY CONTROL
 LC0920
 LC0920  NGVD 29 (??/??/92)  229.538  (m)          753.08   (f) ADJ UNCH    2 0
 LC0920
 LC0920.Superseded values are not recommended for survey control.
 LC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0920.See file dsdata.txt to determine how the superseded data were derived.
 LC0920
 LC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK031998(NAD 83)
 LC0920_MARKER: DB = BENCH MARK DISK
 LC0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0920_STAMPING: A 199 1959 RESET 1959
 LC0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0920+STABILITY: SURFACE MOTION
 LC0920
 LC0920  HISTORY     - Date     Condition        Report By
 LC0920  HISTORY     - 1959     MONUMENTED       CGS
 LC0920  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0920
 LC0920                          STATION DESCRIPTION
 LC0920
 LC0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0920'0.3 MI SE FROM DEER CREEK.
 LC0920'ABOUT 0.2 MILES EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LC0920'DEER CREEK, THENCE 0.1 MILE SOUTH ALONG AN ASPHALT ROAD TO A
 LC0920'CURVE IN U.S. HIGHWAY 150 WITH TANGENTS EXTENDING TO THE SOUTH
 LC0920'AND EAST, 50 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD
 LC0920'AND WHICH IS ALSO THE EXTENDED CENTER LINE OF U.S. HIGHWAY 150,
 LC0920'158 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST DIRT ROAD AND
 LC0920'WHICH IS ALSO THE EXTENDED CENTER LINE OF U.S. HIGHWAY 150, 48
 LC0920'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF WYS CAFE, 2 FEET SOUTH
 LC0920'OF A POWER POLE WITH A TRANSFORMER, 2.2 FEET NORTH OF A METAL
 LC0920'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 LC0920'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC0920
 LC0920                          STATION RECOVERY (1988)
 LC0920
 LC0920'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0270 ***********************************************************************
 LC0270  DESIGNATION -  A 201
 LC0270  PID         -  LC0270
 LC0270  STATE/COUNTY-  IL/CHAMPAIGN
 LC0270  USGS QUAD   -  RANTOUL (1984)
 LC0270
 LC0270                         *CURRENT SURVEY CONTROL
 LC0270  ___________________________________________________________________
 LC0270* NAD 83(1986)-  40 18 29.     (N)    088 11 18.     (W)     SCALED    
 LC0270* NAVD 88     -       224.682  (meters)     737.14   (feet)  ADJUSTED  
 LC0270  ___________________________________________________________________
 LC0270  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC0270  DYNAMIC HT  -         224.570 (meters)     736.78  (feet)  COMP
 LC0270  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 LC0270
 LC0270  VERT ORDER  -  SECOND    CLASS 0
 LC0270
 LC0270.The horizontal coordinates were scaled from a topographic map and have
 LC0270.an estimated accuracy of +/- 6 seconds.
 LC0270
 LC0270.The orthometric height was determined by differential leveling
 LC0270.and adjusted by the National Geodetic Survey in June 1991..
 LC0270
 LC0270.The geoid height was determined by GEOID03.
 LC0270
 LC0270.The dynamic height is computed by dividing the NAVD 88
 LC0270.geopotential number by the normal gravity value computed on the
 LC0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0270.degrees latitude (g = 980.6199 gals.).
 LC0270
 LC0270.The modeled gravity was interpolated from observed gravity values.
 LC0270
 LC0270;                    North         East    Units  Estimated Accuracy
 LC0270;SPC IL E     -   404,220.      312,330.      MT  (+/- 180 meters Scaled)
 LC0270
 LC0270                          SUPERSEDED SURVEY CONTROL
 LC0270
 LC0270  NGVD 29 (??/??/92)  224.73   (m)          737.3    (f) COMPUTED    2 0
 LC0270
 LC0270.Superseded values are not recommended for survey control.
 LC0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0270.See file dsdata.txt to determine how the superseded data were derived.
 LC0270
 LC0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK990626(NAD 83)
 LC0270_MARKER: DB = BENCH MARK DISK
 LC0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0270_SP_SET: CULVERT
 LC0270_STAMPING: A 201 1959
 LC0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0270
 LC0270  HISTORY     - Date     Condition        Report By
 LC0270  HISTORY     - 1959     MONUMENTED       CGS
 LC0270  HISTORY     - 1973     GOOD             NGS
 LC0270
 LC0270                          STATION DESCRIPTION
 LC0270
 LC0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0270'1.8 MI W FROM RANTOUL.
 LC0270'ABOUT 1.75 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0270'WITH U.S. HIGHWAY 45 IN RANTOUL, AT THE EAST END OF A CURVE WITH
 LC0270'TANGENTS EXTENDING TO THE EAST AND NORTHWEST, SET IN THE TOP OF
 LC0270'THE EAST END OF THE SOUTH HEADWALL OF A 2-FOOT CONCRETE BOX
 LC0270'CULVERT UNDER THE HIGHWAY, 20 FEET SOUTH OF THE CENTER LINE OF
 LC0270'THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LC0270
 LC0270                          STATION RECOVERY (1973)
 LC0270
 LC0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0271 ***********************************************************************
 LC0271  DESIGNATION -  A 201 RESET 1961
 LC0271  PID         -  LC0271
 LC0271  STATE/COUNTY-  IL/CHAMPAIGN
 LC0271  USGS QUAD   -  RANTOUL (1984)
 LC0271
 LC0271                         *CURRENT SURVEY CONTROL
 LC0271  ___________________________________________________________________
 LC0271* NAD 83(1986)-  40 18 28.     (N)    088 11 38.     (W)     SCALED    
 LC0271* NAVD 88     -       224.53   (meters)     736.6    (feet)  RESET     
 LC0271  ___________________________________________________________________
 LC0271  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC0271
 LC0271  VERT ORDER  -  THIRD
 LC0271
 LC0271.The horizontal coordinates were scaled from a topographic map and have
 LC0271.an estimated accuracy of +/- 6 seconds.
 LC0271
 LC0271.The orthometric height was computed from unverified reset data.
 LC0271.No vertical observational check was made to the station.
 LC0271
 LC0271.The geoid height was determined by GEOID03.
 LC0271
 LC0271;                    North         East    Units  Estimated Accuracy
 LC0271;SPC IL E     -   404,180.      311,850.      MT  (+/- 180 meters Scaled)
 LC0271
 LC0271                          SUPERSEDED SURVEY CONTROL
 LC0271
 LC0271  NGVD 29 (??/??/??)  224.58   (m)          736.8    (f) RESET       3  
 LC0271
 LC0271.Superseded values are not recommended for survey control.
 LC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0271.See file dsdata.txt to determine how the superseded data were derived.
 LC0271
 LC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK985626(NAD 83)
 LC0271_MARKER: DB = BENCH MARK DISK
 LC0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0271_STAMPING: A 201 1959 RESET 1961
 LC0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0271+STABILITY: SURFACE MOTION
 LC0271
 LC0271  HISTORY     - Date     Condition        Report By
 LC0271  HISTORY     - 1961     MONUMENTED       CGS
 LC0271  HISTORY     - 1980     MARK NOT FOUND   USGS
 LC0271  HISTORY     - 20051207 MARK NOT FOUND   ILDT
 LC0271
 LC0271                          STATION DESCRIPTION
 LC0271
 LC0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0271'2 MI W FROM RANTOUL.
 LC0271'ABOUT 1.75 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0271'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 0.2 MILES WEST ALONG AN
 LC0271'ASPHALT PAVED ROAD, AT THE JUNCTION OF AN ASPHALT PAVED ROAD
 LC0271'LEADING SOUTH, 33 FEET WEST OF THE CENTER LINE OF THE ROAD
 LC0271'LEADING SOUTH, 27 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 LC0271'ROAD EAST, 42 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 15
 LC0271'FEET EAST OF A POWER POLE, 3.0 FEET NORTHEAST OF A METAL WITNESS
 LC0271'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 LC0271'A CONCRETE POST PROJECTING 1 INCH.
 LC0271
 LC0271                          STATION RECOVERY (1980)
 LC0271
 LC0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LC0271'MARK NOT FOUND.
 LC0271
 LC0271                          STATION RECOVERY (2005)
 LC0271
 LC0271'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0077 ***********************************************************************
 LC0077  DESIGNATION -  A 202 RESET 1968
 LC0077  PID         -  LC0077
 LC0077  STATE/COUNTY-  IL/IROQUOIS
 LC0077  USGS QUAD   -  BUCKLEY (1986)
 LC0077
 LC0077                         *CURRENT SURVEY CONTROL
 LC0077  ___________________________________________________________________
 LC0077* NAD 83(1986)-  40 36 58.     (N)    088 02 37.     (W)     SCALED    
 LC0077* NAVD 88     -       210.78   (meters)     691.5    (feet)  RESET     
 LC0077  ___________________________________________________________________
 LC0077  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LC0077
 LC0077  VERT ORDER  -  THIRD
 LC0077
 LC0077.The horizontal coordinates were scaled from a topographic map and have
 LC0077.an estimated accuracy of +/- 6 seconds.
 LC0077
 LC0077.The orthometric height was computed from unverified reset data.
 LC0077
 LC0077.The geoid height was determined by GEOID03.
 LC0077
 LC0077;                    North         East    Units  Estimated Accuracy
 LC0077;SPC IL E     -   438,450.      324,520.      MT  (+/- 180 meters Scaled)
 LC0077
 LC0077                          SUPERSEDED SURVEY CONTROL
 LC0077
 LC0077.No superseded survey control is available for this station.
 LC0077
 LC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK117966(NAD 83)
 LC0077_MARKER: DB = BENCH MARK DISK
 LC0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0077_STAMPING: A 202 RESET 1968
 LC0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0077+STABILITY: SURFACE MOTION
 LC0077
 LC0077  HISTORY     - Date     Condition        Report By
 LC0077  HISTORY     - 1968     MONUMENTED       CGS
 LC0077
 LC0077                          STATION DESCRIPTION
 LC0077
 LC0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LC0077'1.6 MI N FROM BUCKLEY.
 LC0077'0.4 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN
 LC0077'BUCKLEY TO A PAVED CROSSROAD, THENCE WEST ON PAVED ROAD FOR
 LC0077'0.4 MILE TO A PAVED CROSSROAD, THENCE NORTH ON PAVED ROAD
 LC0077'FOR 0.8 MILE TO THE MARK ON THE LEFT, 36 FEET EAST OF A 20
 LC0077'INCH CATALPA TREE, 35 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LC0077'21 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY TO A FARM HOUSE,
 LC0077'1 FOOT NORTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LC0077'THE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LC0077'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1997 ***********************************************************************
 LB1997  DESIGNATION -  A 203 RESET 1965
 LB1997  PID         -  LB1997
 LB1997  STATE/COUNTY-  IL/IROQUOIS
 LB1997  USGS QUAD   -  CLIFTON (1986)
 LB1997
 LB1997                         *CURRENT SURVEY CONTROL
 LB1997  ___________________________________________________________________
 LB1997* NAD 83(1986)-  40 55 19.     (N)    087 56 22.     (W)     SCALED    
 LB1997* NAVD 88     -       200.05   (meters)     656.3    (feet)  RESET     
 LB1997  ___________________________________________________________________
 LB1997  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LB1997
 LB1997  VERT ORDER  -  THIRD
 LB1997
 LB1997.The horizontal coordinates were scaled from a topographic map and have
 LB1997.an estimated accuracy of +/- 6 seconds.
 LB1997
 LB1997.The orthometric height was computed from unverified reset data.
 LB1997.No vertical observational check was made to the station.
 LB1997
 LB1997.The geoid height was determined by GEOID03.
 LB1997
 LB1997;                    North         East    Units  Estimated Accuracy
 LB1997;SPC IL E     -   472,450.      333,180.      MT  (+/- 180 meters Scaled)
 LB1997
 LB1997                          SUPERSEDED SURVEY CONTROL
 LB1997
 LB1997  NGVD 29 (??/??/??)  200.13   (m)          656.6    (f) RESET       3  
 LB1997
 LB1997.Superseded values are not recommended for survey control.
 LB1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1997.See file dsdata.txt to determine how the superseded data were derived.
 LB1997
 LB1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL208305(NAD 83)
 LB1997_MARKER: DB = BENCH MARK DISK
 LB1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1997_STAMPING: A 203 RESET 1965
 LB1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1997+STABILITY: SURFACE MOTION
 LB1997
 LB1997  HISTORY     - Date     Condition        Report By
 LB1997  HISTORY     - 1965     MONUMENTED       CGS
 LB1997  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LB1997
 LB1997                          STATION DESCRIPTION
 LB1997
 LB1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LB1997'0.9 MI SE FROM CLIFTON.
 LB1997'0.3 MILE SOUTH ALONG INTERSTATE HIGHWAY 57 FROM THE CENTER OF
 LB1997'AN INTERCHANGE AT THE SOUTHEAST EDGE OF CLIFTON, ON THE EAST
 LB1997'EDGE OF THE RIGHT OF WAY OF THE EAST LANE OF THE DUAL HIGHWAY AND
 LB1997'1.5 FEET NORTH OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED
 LB1997'A 203 RESET 1965 AND SET IN THE TOP OF A CONCRETE POST THAT IS
 LB1997'FLUSH WITH THE GROUND.
 LB1997
 LB1997                          STATION RECOVERY (1984)
 LB1997
 LB1997'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LB1997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0602 ***********************************************************************
 LC0602  DESIGNATION -  A 204
 LC0602  PID         -  LC0602
 LC0602  STATE/COUNTY-  IL/PIATT
 LC0602  USGS QUAD   -  BELLFLOWER (1983)
 LC0602
 LC0602                         *CURRENT SURVEY CONTROL
 LC0602  ___________________________________________________________________
 LC0602* NAD 83(1986)-  40 15 09.     (N)    088 35 36.     (W)     SCALED    
 LC0602* NAVD 88     -       219.460  (meters)     720.01   (feet)  ADJUSTED  
 LC0602  ___________________________________________________________________
 LC0602  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC0602  DYNAMIC HT  -         219.354 (meters)     719.66  (feet)  COMP
 LC0602  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 LC0602
 LC0602  VERT ORDER  -  SECOND    CLASS 0
 LC0602
 LC0602.The horizontal coordinates were scaled from a topographic map and have
 LC0602.an estimated accuracy of +/- 6 seconds.
 LC0602
 LC0602.The orthometric height was determined by differential leveling
 LC0602.and adjusted by the National Geodetic Survey in June 1991..
 LC0602
 LC0602.The geoid height was determined by GEOID03.
 LC0602
 LC0602.The dynamic height is computed by dividing the NAVD 88
 LC0602.geopotential number by the normal gravity value computed on the
 LC0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0602.degrees latitude (g = 980.6199 gals.).
 LC0602
 LC0602.The modeled gravity was interpolated from observed gravity values.
 LC0602
 LC0602;                    North         East    Units  Estimated Accuracy
 LC0602;SPC IL E     -   398,070.      277,880.      MT  (+/- 180 meters Scaled)
 LC0602
 LC0602                          SUPERSEDED SURVEY CONTROL
 LC0602
 LC0602  NGVD 29 (??/??/92)  219.502  (m)          720.15   (f) ADJ UNCH    2 0
 LC0602
 LC0602.Superseded values are not recommended for survey control.
 LC0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0602.See file dsdata.txt to determine how the superseded data were derived.
 LC0602
 LC0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK644570(NAD 83)
 LC0602_MARKER: DB = BENCH MARK DISK
 LC0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0602_STAMPING: A 204 1959
 LC0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0602+STABILITY: SURFACE MOTION
 LC0602
 LC0602  HISTORY     - Date     Condition        Report By
 LC0602  HISTORY     - 1959     MONUMENTED       CGS
 LC0602
 LC0602                          STATION DESCRIPTION
 LC0602
 LC0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0602'4.4 MI E FROM FARMER CITY.
 LC0602'ABOUT 2.4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0602'FROM THE STATION AT FARMER CITY, THENCE 1.15 MILES NORTH ALONG
 LC0602'A GRAVEL ROAD, THENCE 0.8 MILE EAST ALONG A GRAVEL ROAD, AT A
 LC0602'NORTH-SOUTH OILED ROAD CROSSING, 27 FEET SOUTH OF THE CENTER
 LC0602'LINE OF THE ROAD, 57 FEET EAST OF THE CENTER LINE OF THE OILED
 LC0602'ROAD, 63 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 39 1/2
 LC0602'FEET EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 2.1 FEET
 LC0602'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 LC0602'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0366 ***********************************************************************
 LC0366  DESIGNATION -  A 205
 LC0366  PID         -  LC0366
 LC0366  STATE/COUNTY-  IL/CHAMPAIGN
 LC0366  USGS QUAD   -  BONDVILLE (1975)
 LC0366
 LC0366                         *CURRENT SURVEY CONTROL
 LC0366  ___________________________________________________________________
 LC0366* NAD 83(1986)-  40 02 56.     (N)    088 15 08.     (W)     SCALED    
 LC0366* NAVD 88     -       223.164  (meters)     732.16   (feet)  ADJUSTED  
 LC0366  ___________________________________________________________________
 LC0366  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0366  DYNAMIC HT  -         223.051 (meters)     731.79  (feet)  COMP
 LC0366  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LC0366
 LC0366  VERT ORDER  -  SECOND    CLASS 0
 LC0366
 LC0366.The horizontal coordinates were scaled from a topographic map and have
 LC0366.an estimated accuracy of +/- 6 seconds.
 LC0366
 LC0366.The orthometric height was determined by differential leveling
 LC0366.and adjusted by the National Geodetic Survey in June 1991..
 LC0366
 LC0366.The geoid height was determined by GEOID03.
 LC0366
 LC0366.The dynamic height is computed by dividing the NAVD 88
 LC0366.geopotential number by the normal gravity value computed on the
 LC0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0366.degrees latitude (g = 980.6199 gals.).
 LC0366
 LC0366.The modeled gravity was interpolated from observed gravity values.
 LC0366
 LC0366;                    North         East    Units  Estimated Accuracy
 LC0366;SPC IL E     -   375,430.      306,920.      MT  (+/- 180 meters Scaled)
 LC0366
 LC0366                          SUPERSEDED SURVEY CONTROL
 LC0366
 LC0366  NGVD 29 (??/??/92)  223.205  (m)          732.30   (f) ADJ UNCH    2 0
 LC0366
 LC0366.Superseded values are not recommended for survey control.
 LC0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0366.See file dsdata.txt to determine how the superseded data were derived.
 LC0366
 LC0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK931339(NAD 83)
 LC0366_MARKER: DB = BENCH MARK DISK
 LC0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0366_SP_SET: CULVERT
 LC0366_STAMPING: A 205 1959
 LC0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0366
 LC0366  HISTORY     - Date     Condition        Report By
 LC0366  HISTORY     - 1959     MONUMENTED       CGS
 LC0366  HISTORY     - 1973     POOR             NGS
 LC0366  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 LC0366
 LC0366                          STATION DESCRIPTION
 LC0366
 LC0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0366'4.6 MI S FROM CHAMPAIGN.
 LC0366'ABOUT 4.65 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0366'WITH U.S. HIGHWAY 150 AND STATE HIGHWAY 10 IN CHAMPAIGN, ABOUT 0.4
 LC0366'MILES SOUTH OF THE POST OFFICE AT SAVOY, SET IN THE TOP OF THE
 LC0366'SOUTH END OF THE WEST HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT
 LC0366'UNDER THE HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 LC0366'AND ABOUT LEVEL WITH THE HIGHWAY.
 LC0366
 LC0366                          STATION RECOVERY (1973)
 LC0366
 LC0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0366'MARK RECOVERED IN POOR CONDITION.
 LC0366
 LC0366                          STATION RECOVERY (2005)
 LC0366
 LC0366'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0120 ***********************************************************************
 KB0120  DESIGNATION -  A 206
 KB0120  PID         -  KB0120
 KB0120  STATE/COUNTY-  IL/DOUGLAS
 KB0120  USGS QUAD   -  ARCOLA (1983)
 KB0120
 KB0120                         *CURRENT SURVEY CONTROL
 KB0120  ___________________________________________________________________
 KB0120* NAD 83(1986)-  39 40 00.     (N)    088 17 50.     (W)     SCALED    
 KB0120* NAVD 88     -       204.914  (meters)     672.29   (feet)  ADJUSTED  
 KB0120  ___________________________________________________________________
 KB0120  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0120  DYNAMIC HT  -         204.801 (meters)     671.92  (feet)  COMP
 KB0120  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 KB0120
 KB0120  VERT ORDER  -  SECOND    CLASS 0
 KB0120
 KB0120.The horizontal coordinates were scaled from a topographic map and have
 KB0120.an estimated accuracy of +/- 6 seconds.
 KB0120
 KB0120.The orthometric height was determined by differential leveling
 KB0120.and adjusted by the National Geodetic Survey in June 1991..
 KB0120
 KB0120.The geoid height was determined by GEOID03.
 KB0120
 KB0120.The dynamic height is computed by dividing the NAVD 88
 KB0120.geopotential number by the normal gravity value computed on the
 KB0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0120.degrees latitude (g = 980.6199 gals.).
 KB0120
 KB0120.The modeled gravity was interpolated from observed gravity values.
 KB0120
 KB0120;                    North         East    Units  Estimated Accuracy
 KB0120;SPC IL E     -   332,990.      303,100.      MT  (+/- 180 meters Scaled)
 KB0120
 KB0120                          SUPERSEDED SURVEY CONTROL
 KB0120
 KB0120  NGVD 29 (??/??/92)  204.990  (m)          672.54   (f) ADJ UNCH    2 0
 KB0120
 KB0120.Superseded values are not recommended for survey control.
 KB0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0120.See file dsdata.txt to determine how the superseded data were derived.
 KB0120
 KB0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ887915(NAD 83)
 KB0120_MARKER: DB = BENCH MARK DISK
 KB0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0120_STAMPING: A 206 1959
 KB0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0120+STABILITY: SURFACE MOTION
 KB0120
 KB0120  HISTORY     - Date     Condition        Report By
 KB0120  HISTORY     - 1959     MONUMENTED       CGS
 KB0120  HISTORY     - 1973     GOOD             ILHD
 KB0120
 KB0120                          STATION DESCRIPTION
 KB0120
 KB0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0120'1.7 MI SE FROM ARCOLA.
 KB0120'ABOUT 0.4 MILES EAST ALONG STATE HIGHWAY 133 FROM ITS JUNCTION
 KB0120'WITH U.S. HIGHWAY 45 IN ARCOLA, THENCE 1.0 MILE SOUTH ALONG AN
 KB0120'ASPHALT ROAD, THENCE 0.3 MILE EAST ALONG AN ASPHALT ROAD, ABOUT
 KB0120'0.1 MILE EAST OF A FARM HOUSE SOUTH OF THE ROAD, AT A DRIVEWAY
 KB0120'SOUTH TO A BARNYARD, 20 FEET SOUTH OF THE CENTER LINE OF THE
 KB0120'ROAD, 1 FOOT NORTH OF A FENCE, 16 FEET EAST OF THE CENTER LINE
 KB0120'OF THE DRIVEWAY, 7 FEET EAST OF A T-FENCE CORNER AND THE EAST
 KB0120'END OF A BOARD GATE, 40 1/2 FEET WEST OF THE THIRD POWER POLE
 KB0120'EAST OF THE FARM HOUSE, 1.9 FEET WEST-NORTHWEST OF A METAL
 KB0120'WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD AND
 KB0120'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0120
 KB0120                          STATION RECOVERY (1973)
 KB0120
 KB0120'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1579 ***********************************************************************
 ME1579  DESIGNATION -  A 207
 ME1579  PID         -  ME1579
 ME1579  STATE/COUNTY-  IL/WILL
 ME1579  USGS QUAD   -  FRANKFORT (1990)
 ME1579
 ME1579                         *CURRENT SURVEY CONTROL
 ME1579  ___________________________________________________________________
 ME1579* NAD 83(1986)-  41 23 00.     (N)    087 46 30.     (W)     SCALED    
 ME1579* NAVD 88     -       232.021  (meters)     761.22   (feet)  ADJUSTED  
 ME1579  ___________________________________________________________________
 ME1579  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 ME1579  DYNAMIC HT  -         231.928 (meters)     760.92  (feet)  COMP
 ME1579  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 ME1579
 ME1579  VERT ORDER  -  SECOND    CLASS 0
 ME1579
 ME1579.The horizontal coordinates were scaled from a topographic map and have
 ME1579.an estimated accuracy of +/- 6 seconds.
 ME1579
 ME1579.The orthometric height was determined by differential leveling
 ME1579.and adjusted by the National Geodetic Survey in June 1991..
 ME1579
 ME1579.The geoid height was determined by GEOID03.
 ME1579
 ME1579.The dynamic height is computed by dividing the NAVD 88
 ME1579.geopotential number by the normal gravity value computed on the
 ME1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1579.degrees latitude (g = 980.6199 gals.).
 ME1579
 ME1579.The modeled gravity was interpolated from observed gravity values.
 ME1579
 ME1579;                    North         East    Units  Estimated Accuracy
 ME1579;SPC IL E     -   523,760.      346,700.      MT  (+/- 180 meters Scaled)
 ME1579
 ME1579                          SUPERSEDED SURVEY CONTROL
 ME1579
 ME1579  NGVD 29 (??/??/92)  232.108  (m)          761.51   (f) ADJ UNCH    2 0
 ME1579
 ME1579.Superseded values are not recommended for survey control.
 ME1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1579.See file dsdata.txt to determine how the superseded data were derived.
 ME1579
 ME1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL352816(NAD 83)
 ME1579_MARKER: DB = BENCH MARK DISK
 ME1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1579_STAMPING: A 207 1959
 ME1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1579+STABILITY: SURFACE MOTION
 ME1579
 ME1579  HISTORY     - Date     Condition        Report By
 ME1579  HISTORY     - 1959     MONUMENTED       CGS
 ME1579  HISTORY     - 1967     GOOD             NGS
 ME1579
 ME1579                          STATION DESCRIPTION
 ME1579
 ME1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1579'3.4 MI SW FROM MONEE.
 ME1579'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1579'WITH WEST MAIN STREET IN MONEE, THENCE 0.65 MILE WEST ALONG A
 ME1579'GRAVEL ROAD, AT A DRIVEWAY NORTH TO A FARM HOUSE, 32 FEET NORTH
 ME1579'OF THE CENTER LINE OF THE ROAD, 60 FEET WEST OF THE CENTER LINE
 ME1579'OF THE DRIVEWAY, 1 1/2 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A
 ME1579'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND
 ME1579'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 ME1579
 ME1579                          STATION RECOVERY (1967)
 ME1579
 ME1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0148 ***********************************************************************
 KB0148  DESIGNATION -  A 208
 KB0148  PID         -  KB0148
 KB0148  STATE/COUNTY-  IL/COLES
 KB0148  USGS QUAD   -  HUMBOLDT (1983)
 KB0148
 KB0148                         *CURRENT SURVEY CONTROL
 KB0148  ___________________________________________________________________
 KB0148* NAD 83(1986)-  39 32 59.     (N)    088 18 12.     (W)     SCALED    
 KB0148* NAVD 88     -       211.219  (meters)     692.97   (feet)  ADJUSTED  
 KB0148  ___________________________________________________________________
 KB0148  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0148  DYNAMIC HT  -         211.100 (meters)     692.58  (feet)  COMP
 KB0148  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 KB0148
 KB0148  VERT ORDER  -  SECOND    CLASS 0
 KB0148
 KB0148.The horizontal coordinates were scaled from a topographic map and have
 KB0148.an estimated accuracy of +/- 6 seconds.
 KB0148
 KB0148.The orthometric height was determined by differential leveling
 KB0148.and adjusted by the National Geodetic Survey in June 1991..
 KB0148
 KB0148.The geoid height was determined by GEOID03.
 KB0148
 KB0148.The dynamic height is computed by dividing the NAVD 88
 KB0148.geopotential number by the normal gravity value computed on the
 KB0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0148.degrees latitude (g = 980.6199 gals.).
 KB0148
 KB0148.The modeled gravity was interpolated from observed gravity values.
 KB0148
 KB0148;                    North         East    Units  Estimated Accuracy
 KB0148;SPC IL E     -   320,010.      302,580.      MT  (+/- 180 meters Scaled)
 KB0148
 KB0148                          SUPERSEDED SURVEY CONTROL
 KB0148
 KB0148  NGVD 29 (??/??/92)  211.285  (m)          693.19   (f) ADJ UNCH    2 0
 KB0148
 KB0148.Superseded values are not recommended for survey control.
 KB0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0148.See file dsdata.txt to determine how the superseded data were derived.
 KB0148
 KB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ880785(NAD 83)
 KB0148_MARKER: DB = BENCH MARK DISK
 KB0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0148_STAMPING: A 208 1959
 KB0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0148+STABILITY: SURFACE MOTION
 KB0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0148+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 KB0148
 KB0148  HISTORY     - Date     Condition        Report By
 KB0148  HISTORY     - 1959     MONUMENTED       CGS
 KB0148  HISTORY     - 1973     GOOD             ILHD
 KB0148  HISTORY     - 20050303 GOOD             ILDT
 KB0148
 KB0148                          STATION DESCRIPTION
 KB0148
 KB0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0148'4.7 MI S FROM HUMBOLDT.
 KB0148'ABOUT 1.15 MILES SOUTH ALONG AN OILED ROAD FROM THE ILLINOIS
 KB0148'CENTRAL RAILROAD STATION AT HUMBOLDT, THENCE 1.1 MILES EAST
 KB0148'ALONG AN OILED ROAD, THENCE 2.5 MILES SOUTH ALONG AN OILED ROAD,
 KB0148'AT THE JUNCTION OF A CONCRETE PAVED ROAD WEST AND AN OILED ROAD
 KB0148'EAST, AT THE ST. PAULS LUTHERAN CHURCH, 29 FEET SOUTH OF THE
 KB0148'ROAD, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 40 FEET
 KB0148'SOUTHEAST OF THE CENTER OF THE JUNCTION, 54 FEET NORTHEAST OF
 KB0148'A POWER LINE BRACE POLE, 4 FEET SOUTHWEST OF A TELEPHONE POLE,
 KB0148'1.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB0148'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0148
 KB0148                          STATION RECOVERY (1973)
 KB0148
 KB0148'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0148'RECOVERED IN GOOD CONDITION.
 KB0148
 KB0148                          STATION RECOVERY (2005)
 KB0148
 KB0148'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0148'5' NORTHEAST OF GUY POLE IN THE SE QUAD OF CR 1200N AND 900E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0235 ***********************************************************************
 MF0235  DESIGNATION -  A 21
 MF0235  PID         -  MF0235
 MF0235  STATE/COUNTY-  IL/LIVINGSTON
 MF0235  USGS QUAD   -  DWIGHT (1983)
 MF0235
 MF0235                         *CURRENT SURVEY CONTROL
 MF0235  ___________________________________________________________________
 MF0235* NAD 83(1986)-  41 05 42.     (N)    088 25 18.     (W)     SCALED    
 MF0235* NAVD 88     -       191.700  (meters)     628.94   (feet)  ADJUSTED  
 MF0235  ___________________________________________________________________
 MF0235  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MF0235  DYNAMIC HT  -         191.623 (meters)     628.68  (feet)  COMP
 MF0235  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 MF0235
 MF0235  VERT ORDER  -  SECOND    CLASS 0
 MF0235
 MF0235.The horizontal coordinates were scaled from a topographic map and have
 MF0235.an estimated accuracy of +/- 6 seconds.
 MF0235
 MF0235.The orthometric height was determined by differential leveling
 MF0235.and adjusted by the National Geodetic Survey in June 1991..
 MF0235
 MF0235.The geoid height was determined by GEOID03.
 MF0235
 MF0235.The dynamic height is computed by dividing the NAVD 88
 MF0235.geopotential number by the normal gravity value computed on the
 MF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0235.degrees latitude (g = 980.6199 gals.).
 MF0235
 MF0235.The modeled gravity was interpolated from observed gravity values.
 MF0235
 MF0235;                    North         East    Units  Estimated Accuracy
 MF0235;SPC IL E     -   491,600.      292,580.      MT  (+/- 180 meters Scaled)
 MF0235
 MF0235                          SUPERSEDED SURVEY CONTROL
 MF0235
 MF0235  NGVD 29 (??/??/92)  191.774  (m)          629.18   (f) ADJ UNCH    2 0
 MF0235
 MF0235.Superseded values are not recommended for survey control.
 MF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0235.See file dsdata.txt to determine how the superseded data were derived.
 MF0235
 MF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL806502(NAD 83)
 MF0235_MARKER: DB = BENCH MARK DISK
 MF0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0235_SP_SET: BUILDING
 MF0235_STAMPING: A 21 1934
 MF0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0235
 MF0235  HISTORY     - Date     Condition        Report By
 MF0235  HISTORY     - 1934     MONUMENTED       CGS
 MF0235  HISTORY     - 1941     GOOD             NGS
 MF0235  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MF0235
 MF0235                          STATION DESCRIPTION
 MF0235
 MF0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MF0235'AT DWIGHT.
 MF0235'AT DWIGHT, LIVINGSTON COUNTY, ABOUT 300 FEET SOUTHWEST OF THE
 MF0235'HIGH SCHOOL BUILDING, IN THE TOP OF THE NORTH END OF THE SOUTH
 MF0235'CHANNEL WALL ON THE EAST SIDE OF GOOSBERRY CREEK, 3 FEET SOUTH
 MF0235'OF A BRIDGE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 MF0235'A 21 1934.
 MF0235
 MF0235                          STATION RECOVERY (1990)
 MF0235
 MF0235'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 MF0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0440 ***********************************************************************
 KB0440  DESIGNATION -  A 210
 KB0440  PID         -  KB0440
 KB0440  STATE/COUNTY-  IL/EFFINGHAM
 KB0440  USGS QUAD   -  TEUTOPOLIS (1985)
 KB0440
 KB0440                         *CURRENT SURVEY CONTROL
 KB0440  ___________________________________________________________________
 KB0440* NAD 83(1986)-  39 09 56.     (N)    088 22 40.     (W)     SCALED    
 KB0440* NAVD 88     -       183.558  (meters)     602.22   (feet)  ADJUSTED  
 KB0440  ___________________________________________________________________
 KB0440  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0440  DYNAMIC HT  -         183.448 (meters)     601.86  (feet)  COMP
 KB0440  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 KB0440
 KB0440  VERT ORDER  -  SECOND    CLASS 0
 KB0440
 KB0440.The horizontal coordinates were scaled from a topographic map and have
 KB0440.an estimated accuracy of +/- 6 seconds.
 KB0440
 KB0440.The orthometric height was determined by differential leveling
 KB0440.and adjusted by the National Geodetic Survey in June 1991..
 KB0440
 KB0440.The geoid height was determined by GEOID03.
 KB0440
 KB0440.The dynamic height is computed by dividing the NAVD 88
 KB0440.geopotential number by the normal gravity value computed on the
 KB0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0440.degrees latitude (g = 980.6199 gals.).
 KB0440
 KB0440.The modeled gravity was interpolated from observed gravity values.
 KB0440
 KB0440;                    North         East    Units  Estimated Accuracy
 KB0440;SPC IL E     -   277,360.      296,160.      MT  (+/- 180 meters Scaled)
 KB0440
 KB0440                          SUPERSEDED SURVEY CONTROL
 KB0440
 KB0440  NGVD 29 (??/??/92)  183.634  (m)          602.47   (f) ADJ UNCH    2 0
 KB0440
 KB0440.Superseded values are not recommended for survey control.
 KB0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0440.See file dsdata.txt to determine how the superseded data were derived.
 KB0440
 KB0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ809360(NAD 83)
 KB0440_MARKER: DB = BENCH MARK DISK
 KB0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0440_SP_SET: GRAIN ELEVATOR
 KB0440_STAMPING: A 210 1959
 KB0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0440
 KB0440  HISTORY     - Date     Condition        Report By
 KB0440  HISTORY     - 1959     MONUMENTED       CGS
 KB0440  HISTORY     - 1973     GOOD             NGS
 KB0440  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0440
 KB0440                          STATION DESCRIPTION
 KB0440
 KB0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0440'AT MONTROSE.
 KB0440'AT MONTROSE, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE
 KB0440'RETAINING WALL OF THE SCALE PIT AT THE VAUGHN GRAIN ELEVATOR, 103
 KB0440'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF
 KB0440'THE CENTER LINE OF THE ASPHALT ROAD SOUTH, 77 FEET NORTH OF THE
 KB0440'NORTH RAIL OF THE WEST BOUND TRACK OF THE PENNSYLVANIA RAILROAD,
 KB0440'1 1/2 FEET NORTH OF THE NORTHWEST CORNER OF THE SCALE HOUSE, ABOUT
 KB0440'LEVEL WITH THE ROAD.
 KB0440
 KB0440                          STATION RECOVERY (1973)
 KB0440
 KB0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0440'RECOVERED IN GOOD CONDITION.
 KB0440
 KB0440                          STATION RECOVERY (1982)
 KB0440
 KB0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1421 ***********************************************************************
 KA1421  DESIGNATION -  A 211
 KA1421  PID         -  KA1421
 KA1421  STATE/COUNTY-  IL/CLARK
 KA1421  USGS QUAD   -  CASEY (1984)
 KA1421
 KA1421                         *CURRENT SURVEY CONTROL
 KA1421  ___________________________________________________________________
 KA1421* NAD 83(1986)-  39 19 52.     (N)    087 55 17.     (W)     SCALED    
 KA1421* NAVD 88     -       188.944  (meters)     619.89   (feet)  ADJUSTED  
 KA1421  ___________________________________________________________________
 KA1421  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1421  DYNAMIC HT  -         188.834 (meters)     619.53  (feet)  COMP
 KA1421  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 KA1421
 KA1421  VERT ORDER  -  SECOND    CLASS 0
 KA1421
 KA1421.The horizontal coordinates were scaled from a topographic map and have
 KA1421.an estimated accuracy of +/- 6 seconds.
 KA1421
 KA1421.The orthometric height was determined by differential leveling
 KA1421.and adjusted by the National Geodetic Survey in June 1991..
 KA1421
 KA1421.The geoid height was determined by GEOID03.
 KA1421
 KA1421.The dynamic height is computed by dividing the NAVD 88
 KA1421.geopotential number by the normal gravity value computed on the
 KA1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1421.degrees latitude (g = 980.6199 gals.).
 KA1421
 KA1421.The modeled gravity was interpolated from observed gravity values.
 KA1421
 KA1421;                    North         East    Units  Estimated Accuracy
 KA1421;SPC IL E     -   295,820.      335,520.      MT  (+/- 180 meters Scaled)
 KA1421
 KA1421                          SUPERSEDED SURVEY CONTROL
 KA1421
 KA1421  NGVD 29 (??/??/92)  189.012  (m)          620.12   (f) ADJ UNCH    2 0
 KA1421
 KA1421.Superseded values are not recommended for survey control.
 KA1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1421.See file dsdata.txt to determine how the superseded data were derived.
 KA1421
 KA1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ205539(NAD 83)
 KA1421_MARKER: DB = BENCH MARK DISK
 KA1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1421_STAMPING: A 211 1959
 KA1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1421+STABILITY: SURFACE MOTION
 KA1421
 KA1421  HISTORY     - Date     Condition        Report By
 KA1421  HISTORY     - 1959     MONUMENTED       CGS
 KA1421  HISTORY     - 1960     GOOD             NGS
 KA1421  HISTORY     - 19950805 GOOD             USPSQD
 KA1421
 KA1421                          STATION DESCRIPTION
 KA1421
 KA1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1421'4 MI NE FROM CASEY.
 KA1421'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1421'STATE HIGHWAY 49 IN THE NORTH PART OF CASEY, AT THE JUNCTION OF A
 KA1421'FIELD ROAD NORTH ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE LINE,
 KA1421'194 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF A
 KA1421'FENCE, 21 FEET WEST OF THE CENTER LINE OF THE FIELD ROAD, 4.5 FEET
 KA1421'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE FIELD ROAD
 KA1421'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE--
 KA1421'THE MARK MAY BE REACHED FROM MARTINSVILLE, CLARK COUNTY, BY GOING
 KA1421'SOUTHWEST FOR 2.55 MILES ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1421'WITH CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE.
 KA1421
 KA1421                          STATION RECOVERY (1995)
 KA1421
 KA1421'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0918 ***********************************************************************
 JB0918  DESIGNATION -  A 212
 JB0918  PID         -  JB0918
 JB0918  STATE/COUNTY-  IL/FAYETTE
 JB0918  USGS QUAD   -  VANDALIA (1974)
 JB0918
 JB0918                         *CURRENT SURVEY CONTROL
 JB0918  ___________________________________________________________________
 JB0918* NAD 83(1986)-  38 57 37.     (N)    089 05 17.     (W)     SCALED    
 JB0918* NAVD 88     -       150.340  (meters)     493.24   (feet)  ADJUSTED  
 JB0918  ___________________________________________________________________
 JB0918  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JB0918  DYNAMIC HT  -         150.248 (meters)     492.94  (feet)  COMP
 JB0918  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 JB0918
 JB0918  VERT ORDER  -  SECOND    CLASS 0
 JB0918
 JB0918.The horizontal coordinates were scaled from a topographic map and have
 JB0918.an estimated accuracy of +/- 6 seconds.
 JB0918
 JB0918.The orthometric height was determined by differential leveling
 JB0918.and adjusted by the National Geodetic Survey in June 1991..
 JB0918
 JB0918.The geoid height was determined by GEOID03.
 JB0918
 JB0918.The dynamic height is computed by dividing the NAVD 88
 JB0918.geopotential number by the normal gravity value computed on the
 JB0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0918.degrees latitude (g = 980.6199 gals.).
 JB0918
 JB0918.The modeled gravity was interpolated from observed gravity values.
 JB0918
 JB0918;                    North         East    Units  Estimated Accuracy
 JB0918;SPC IL E     -   254,840.      234,590.      MT  (+/- 180 meters Scaled)
 JB0918
 JB0918                          SUPERSEDED SURVEY CONTROL
 JB0918
 JB0918  NGVD 29 (??/??/92)  150.469  (m)          493.66   (f) ADJ UNCH    2 0
 JB0918
 JB0918.Superseded values are not recommended for survey control.
 JB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0918.See file dsdata.txt to determine how the superseded data were derived.
 JB0918
 JB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ190144(NAD 83)
 JB0918_MARKER: DB = BENCH MARK DISK
 JB0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0918_SP_SET: BRIDGE
 JB0918_STAMPING: A 212 1960
 JB0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0918
 JB0918  HISTORY     - Date     Condition        Report By
 JB0918  HISTORY     - 1960     MONUMENTED       CGS
 JB0918  HISTORY     - 1976     GOOD             USGS
 JB0918
 JB0918                          STATION DESCRIPTION
 JB0918
 JB0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0918'0.6 MI E FROM VANDALIA.
 JB0918'ABOUT 0.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0918'WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA, SET IN THE
 JB0918'TOP OF THE NORTH END OF THE WEST ABUTMENT OF HIGHWAY BRIDGE OVER
 JB0918'THE KASKASKIA RIVER, 16 FEET NORTH OF THE CENTER LINE OF THE
 JB0918'HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JB0918
 JB0918                          STATION RECOVERY (1976)
 JB0918
 JB0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JB0918'THE MARK IS PRESENTLY IN WAY OF CONSTUCTION OF THE BRIDGE ACROSS THE
 JB0918'KASKASKIA RIVER OF INTERSTATE HIGHWAY 70. THE MARK WILL BE DESTROYED
 JB0918'THIS SUMMER. A 212 RESET 1976 WAS SET AND THE ELEVATION TRANSFERED.
 JB0918'THE MARK WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1546 ***********************************************************************
 JB1546  DESIGNATION -  A 212 RESET 1976
 JB1546  PID         -  JB1546
 JB1546  STATE/COUNTY-  IL/FAYETTE
 JB1546  USGS QUAD   -  VANDALIA (1974)
 JB1546
 JB1546                         *CURRENT SURVEY CONTROL
 JB1546  ___________________________________________________________________
 JB1546* NAD 83(1986)-  38 57 37.     (N)    089 05 17.     (W)     SCALED    
 JB1546* NAVD 88     -       149.67   (+/-2cm)     491.0    (feet)  VERTCON   
 JB1546  ___________________________________________________________________
 JB1546  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JB1546
 JB1546  VERT ORDER  -  THIRD (See Below)
 JB1546
 JB1546.The horizontal coordinates were scaled from a topographic map and have
 JB1546.an estimated accuracy of +/- 6 seconds.
 JB1546
 JB1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1546.The vertical order pertains to the NGVD 29 superseded value.
 JB1546
 JB1546.The geoid height was determined by GEOID03.
 JB1546
 JB1546;                    North         East    Units  Estimated Accuracy
 JB1546;SPC IL E     -   254,840.      234,590.      MT  (+/- 180 meters Scaled)
 JB1546
 JB1546                          SUPERSEDED SURVEY CONTROL
 JB1546
 JB1546  NGVD 29 (03/28/06)  149.80   (m)          491.5    (f) RESET       3  
 JB1546
 JB1546.Superseded values are not recommended for survey control.
 JB1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1546.See file dsdata.txt to determine how the superseded data were derived.
 JB1546
 JB1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ190144(NAD 83)
 JB1546_MARKER: DB = BENCH MARK DISK
 JB1546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1546_SP_SET: BRIDGE
 JB1546_STAMPING: A 212 RESET 1976
 JB1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1546
 JB1546  HISTORY     - Date     Condition        Report By
 JB1546  HISTORY     - 1976     MONUMENTED       NGS
 JB1546
 JB1546                          STATION DESCRIPTION
 JB1546
 JB1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JB1546'0.5 MI EAST FROM VANDALIA.
 JB1546'ALONG INTERSTATE HIGHWAY 70 EAST FOR 0.5 MILE FROM ITS JUNCTION WITH
 JB1546'U.S. HIGHWAY 51 AT THE NORTH EDGE OF VANDALIA, 20 FEET SOUTH OF THE
 JB1546'CENTERLINE OF THE WESTBOUND TRAFFIC OF THE HIGHWAY, IN THE TOP OF THE
 JB1546'SOUTH END OF THE SOUTHWEST BRIDGE BASE OF INTERSTATE HIGHWAY 70.
 JB1546'THE MARK IS 6 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1411 ***********************************************************************
 JB1411  DESIGNATION -  A 213
 JB1411  PID         -  JB1411
 JB1411  STATE/COUNTY-  IL/CLINTON
 JB1411  USGS QUAD   -  ST ROSE (1962)
 JB1411
 JB1411                         *CURRENT SURVEY CONTROL
 JB1411  ___________________________________________________________________
 JB1411* NAD 83(1986)-  38 40 59.     (N)    089 35 43.     (W)     SCALED    
 JB1411* NAVD 88     -       142.536  (meters)     467.64   (feet)  ADJUSTED  
 JB1411  ___________________________________________________________________
 JB1411  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JB1411  DYNAMIC HT  -         142.446 (meters)     467.34  (feet)  COMP
 JB1411  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JB1411
 JB1411  VERT ORDER  -  SECOND    CLASS 0
 JB1411
 JB1411.The horizontal coordinates were scaled from a topographic map and have
 JB1411.an estimated accuracy of +/- 6 seconds.
 JB1411
 JB1411.The orthometric height was determined by differential leveling
 JB1411.and adjusted by the National Geodetic Survey in June 1991..
 JB1411
 JB1411.The geoid height was determined by GEOID03.
 JB1411
 JB1411.The dynamic height is computed by dividing the NAVD 88
 JB1411.geopotential number by the normal gravity value computed on the
 JB1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1411.degrees latitude (g = 980.6199 gals.).
 JB1411
 JB1411.The modeled gravity was interpolated from observed gravity values.
 JB1411
 JB1411;                    North         East    Units  Estimated Accuracy
 JB1411;SPC IL W     -   223,940.      749,720.      MT  (+/- 180 meters Scaled)
 JB1411
 JB1411                          SUPERSEDED SURVEY CONTROL
 JB1411
 JB1411  NGVD 29 (??/??/92)  142.657  (m)          468.03   (f) ADJ UNCH    2 0
 JB1411
 JB1411.Superseded values are not recommended for survey control.
 JB1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1411.See file dsdata.txt to determine how the superseded data were derived.
 JB1411
 JB1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH742848(NAD 83)
 JB1411_MARKER: DB = BENCH MARK DISK
 JB1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1411_SP_SET: BRIDGE
 JB1411_STAMPING: A 213 1960
 JB1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1411
 JB1411  HISTORY     - Date     Condition        Report By
 JB1411  HISTORY     - 1960     MONUMENTED       CGS
 JB1411
 JB1411                          STATION DESCRIPTION
 JB1411
 JB1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1411'8.8 MI NW FROM BREESE.
 JB1411'ABOUT 3.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1411'THE STATION AT BREESE, THENCE 5.15 MILES NORTH ALONG AN ASPHALT
 JB1411'ROAD, ABOUT 0.45 MILE SOUTH OF THE JUNCTION OF A ROAD EAST, SET
 JB1411'IN THE TOP OF THE SOUTHWEST END OF THE WINGWALL AT THE NORTHEAST
 JB1411'CORNER OF A 24-FOOT CONCRETE BRIDGE, 18 FEET EAST OF THE CENTER
 JB1411'LINE OF THE ROAD AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0550 ***********************************************************************
 JB0550  DESIGNATION -  A 214
 JB0550  PID         -  JB0550
 JB0550  STATE/COUNTY-  IL/CLAY
 JB0550  USGS QUAD   -  EDGEWOOD (1985)
 JB0550
 JB0550                         *CURRENT SURVEY CONTROL
 JB0550  ___________________________________________________________________
 JB0550* NAD 83(1986)-  38 53 10.     (N)    088 38 46.     (W)     SCALED    
 JB0550* NAVD 88     -       167.186  (meters)     548.51   (feet)  ADJUSTED  
 JB0550  ___________________________________________________________________
 JB0550  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JB0550  DYNAMIC HT  -         167.084 (meters)     548.17  (feet)  COMP
 JB0550  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 JB0550
 JB0550  VERT ORDER  -  SECOND    CLASS 0
 JB0550
 JB0550.The horizontal coordinates were scaled from a topographic map and have
 JB0550.an estimated accuracy of +/- 6 seconds.
 JB0550
 JB0550.The orthometric height was determined by differential leveling
 JB0550.and adjusted by the National Geodetic Survey in June 1991..
 JB0550
 JB0550.The geoid height was determined by GEOID03.
 JB0550
 JB0550.The dynamic height is computed by dividing the NAVD 88
 JB0550.geopotential number by the normal gravity value computed on the
 JB0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0550.degrees latitude (g = 980.6199 gals.).
 JB0550
 JB0550.The modeled gravity was interpolated from observed gravity values.
 JB0550
 JB0550;                    North         East    Units  Estimated Accuracy
 JB0550;SPC IL E     -   246,380.      272,860.      MT  (+/- 180 meters Scaled)
 JB0550
 JB0550                          SUPERSEDED SURVEY CONTROL
 JB0550
 JB0550  NGVD 29 (??/??/92)  167.288  (m)          548.84   (f) ADJ UNCH    2 0
 JB0550
 JB0550.Superseded values are not recommended for survey control.
 JB0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0550.See file dsdata.txt to determine how the superseded data were derived.
 JB0550
 JB0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ572054(NAD 83)
 JB0550_MARKER: DB = BENCH MARK DISK
 JB0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0550_STAMPING: A 214 1960
 JB0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0550+STABILITY: SURFACE MOTION
 JB0550
 JB0550  HISTORY     - Date     Condition        Report By
 JB0550  HISTORY     - 1960     MONUMENTED       CGS
 JB0550
 JB0550                          STATION DESCRIPTION
 JB0550
 JB0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0550'3.9 MI S FROM EDGEWOOD.
 JB0550'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 37 FROM ITS
 JB0550'JUNCTION WITH THE BALTIMORE AND OHIO RAILROAD IN EDGEWOOD, THENCE
 JB0550'3.75 MILES SOUTH ALONG AN ASPHALT AND GRAVEL ROAD LEADING TO
 JB0550'IOLA, AT THE JUNCTION OF A DIRT ROAD WEST, 130 FEET WEST OF THE
 JB0550'CENTER LINE OF THE ROAD, 49 1/2 FEET WEST OF THE WEST RAIL OF THE
 JB0550'BALTIMORE AND OHIO RAILROAD, 21 FEET SOUTH OF THE CENTER LINE
 JB0550'OF THE DIRT ROAD, 1 FOOT EAST OF A FENCE, 3 FEET SOUTH OF A
 JB0550'FENCE CORNER, 6 1/2 FEET SOUTHEAST OF A POWER POLE, 1.8 FEET
 JB0550'NORTH OF A METAL WITNESS POST, ABOUT 1/2 FEET ABOVE THE LEVEL
 JB0550'OF THE DIRT ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0550'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0665 ***********************************************************************
 JB0665  DESIGNATION -  A 215
 JB0665  PID         -  JB0665
 JB0665  STATE/COUNTY-  IL/MARION
 JB0665  USGS QUAD   -  SALEM NORTH (1978)
 JB0665
 JB0665                         *CURRENT SURVEY CONTROL
 JB0665  ___________________________________________________________________
 JB0665* NAD 83(1986)-  38 39 49.     (N)    088 58 37.     (W)     SCALED    
 JB0665* NAVD 88     -       174.559  (meters)     572.70   (feet)  ADJUSTED  
 JB0665  ___________________________________________________________________
 JB0665  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JB0665  DYNAMIC HT  -         174.449 (meters)     572.34  (feet)  COMP
 JB0665  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JB0665
 JB0665  VERT ORDER  -  SECOND    CLASS 0
 JB0665
 JB0665.The horizontal coordinates were scaled from a topographic map and have
 JB0665.an estimated accuracy of +/- 6 seconds.
 JB0665
 JB0665.The orthometric height was determined by differential leveling
 JB0665.and adjusted by the National Geodetic Survey in June 1991..
 JB0665
 JB0665.The geoid height was determined by GEOID03.
 JB0665
 JB0665.The dynamic height is computed by dividing the NAVD 88
 JB0665.geopotential number by the normal gravity value computed on the
 JB0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0665.degrees latitude (g = 980.6199 gals.).
 JB0665
 JB0665.The modeled gravity was interpolated from observed gravity values.
 JB0665
 JB0665;                    North         East    Units  Estimated Accuracy
 JB0665;SPC IL E     -   221,830.      243,980.      MT  (+/- 180 meters Scaled)
 JB0665
 JB0665                          SUPERSEDED SURVEY CONTROL
 JB0665
 JB0665  NGVD 29 (??/??/92)  174.668  (m)          573.06   (f) ADJ UNCH    2 0
 JB0665
 JB0665.Superseded values are not recommended for survey control.
 JB0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0665.See file dsdata.txt to determine how the superseded data were derived.
 JB0665
 JB0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH279813(NAD 83)
 JB0665_MARKER: DB = BENCH MARK DISK
 JB0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0665_STAMPING: A 215 1960
 JB0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0665+STABILITY: SURFACE MOTION
 JB0665
 JB0665  HISTORY     - Date     Condition        Report By
 JB0665  HISTORY     - 1960     MONUMENTED       CGS
 JB0665
 JB0665                          STATION DESCRIPTION
 JB0665
 JB0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0665'4.6 MI NW FROM SALEM.
 JB0665'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 JB0665'WITH U.S. HIGHWAY 50 IN SALEM, THENCE 2.0 MILES WEST ALONG A
 JB0665'GRAVEL ROAD, AT A NORTH-SOUTH CROSS ROAD, ABOUT 0.15 MILE EAST
 JB0665'OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD, 29 FEET SOUTH
 JB0665'OF THE CENTER LINE OF THE ROAD, 29 FEET EAST OF THE CENTER LINE
 JB0665'OF THE NORTH-SOUTH ROAD, 38 FEET SOUTHEAST OF THE CENTER OF THE
 JB0665'JUNCTION, 2 FEET NORTHWEST OF POWER POLE NUMBER D-6-149, 1 1/2
 JB0665'FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER, 1.7 FEET WEST OF A
 JB0665'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND
 JB0665'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0390 ***********************************************************************
 JB0390  DESIGNATION -  A 216
 JB0390  PID         -  JB0390
 JB0390  STATE/COUNTY-  IL/JEFFERSON
 JB0390  USGS QUAD   -  MOUNT VERNON (1978)
 JB0390
 JB0390                         *CURRENT SURVEY CONTROL
 JB0390  ___________________________________________________________________
 JB0390* NAD 83(1986)-  38 18 56.     (N)    088 55 14.     (W)     SCALED    
 JB0390* NAVD 88     -       159.360  (meters)     522.83   (feet)  ADJUSTED  
 JB0390  ___________________________________________________________________
 JB0390  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB0390  DYNAMIC HT  -         159.258 (meters)     522.50  (feet)  COMP
 JB0390  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JB0390
 JB0390  VERT ORDER  -  SECOND    CLASS 0
 JB0390
 JB0390.The horizontal coordinates were scaled from a topographic map and have
 JB0390.an estimated accuracy of +/- 6 seconds.
 JB0390
 JB0390.The orthometric height was determined by differential leveling
 JB0390.and adjusted by the National Geodetic Survey in June 1991..
 JB0390
 JB0390.The geoid height was determined by GEOID03.
 JB0390
 JB0390.The dynamic height is computed by dividing the NAVD 88
 JB0390.geopotential number by the normal gravity value computed on the
 JB0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0390.degrees latitude (g = 980.6199 gals.).
 JB0390
 JB0390.The modeled gravity was interpolated from observed gravity values.
 JB0390
 JB0390;                    North         East    Units  Estimated Accuracy
 JB0390;SPC IL E     -   183,160.      248,650.      MT  (+/- 180 meters Scaled)
 JB0390
 JB0390                          SUPERSEDED SURVEY CONTROL
 JB0390
 JB0390  NGVD 29 (??/??/92)  159.468  (m)          523.19   (f) ADJ UNCH    2 0
 JB0390
 JB0390.Superseded values are not recommended for survey control.
 JB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0390.See file dsdata.txt to determine how the superseded data were derived.
 JB0390
 JB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH320425(NAD 83)
 JB0390_MARKER: DB = BENCH MARK DISK
 JB0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0390_SP_SET: CULVERT
 JB0390_STAMPING: A 216 1960
 JB0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0390
 JB0390  HISTORY     - Date     Condition        Report By
 JB0390  HISTORY     - 1960     MONUMENTED       CGS
 JB0390
 JB0390                          STATION DESCRIPTION
 JB0390
 JB0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0390'1 MI W FROM MT VERNON.
 JB0390'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 460 FROM THE COURT HOUSE
 JB0390'AT MT. VERNON, AT THE SOUTHWEST CORNER OF THE OAKWOOD CEMETERY,
 JB0390'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 2-FOOT
 JB0390'CONCRETE BOX CULVERT, 24 FEET NORTH OF THE CENTER LINE OF THE
 JB0390'HIGHWAY, 105 FEET EAST OF THE SOUTHWEST CORNER OF THE CEMETERY,
 JB0390'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0391 ***********************************************************************
 JB0391  DESIGNATION -  A 216 RESET 1969
 JB0391  PID         -  JB0391
 JB0391  STATE/COUNTY-  IL/JEFFERSON
 JB0391  USGS QUAD   -  MOUNT VERNON (1978)
 JB0391
 JB0391                         *CURRENT SURVEY CONTROL
 JB0391  ___________________________________________________________________
 JB0391* NAD 83(1986)-  38 18 56.     (N)    088 55 14.     (W)     SCALED    
 JB0391* NAVD 88     -       159.46   (meters)     523.2    (feet)  RESET     
 JB0391  ___________________________________________________________________
 JB0391  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB0391
 JB0391  VERT ORDER  -  THIRD
 JB0391
 JB0391.The horizontal coordinates were scaled from a topographic map and have
 JB0391.an estimated accuracy of +/- 6 seconds.
 JB0391
 JB0391.The orthometric height was computed from unverified reset data.
 JB0391.No vertical observational check was made to the station.
 JB0391
 JB0391.The geoid height was determined by GEOID03.
 JB0391
 JB0391;                    North         East    Units  Estimated Accuracy
 JB0391;SPC IL E     -   183,160.      248,650.      MT  (+/- 180 meters Scaled)
 JB0391
 JB0391                          SUPERSEDED SURVEY CONTROL
 JB0391
 JB0391  NGVD 29 (??/??/??)  159.56   (m)          523.5    (f) RESET       3  
 JB0391
 JB0391.Superseded values are not recommended for survey control.
 JB0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0391.See file dsdata.txt to determine how the superseded data were derived.
 JB0391
 JB0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH320425(NAD 83)
 JB0391_MARKER: DB = BENCH MARK DISK
 JB0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0391_STAMPING: A 216 RESET 1969
 JB0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0391+STABILITY: SURFACE MOTION
 JB0391
 JB0391  HISTORY     - Date     Condition        Report By
 JB0391  HISTORY     - 1969     MONUMENTED       CGS
 JB0391
 JB0391                          STATION DESCRIPTION
 JB0391
 JB0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0391'1 MI W FROM MT VERNON.
 JB0391'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 460 FROM THE COURT HOUSE
 JB0391'AT MT. VERNON, AT THE SOUTHWEST CORNER OF THE OAKWOOD CEMETERY,
 JB0391'SET IN CONCRETE PILLAR 49 FT NORTH OF THE CENTERLINE OF THE
 JB0391'HIGHWAY (U.S. 460) AND STATIONING 618+77, 100 FT EAST OF THE
 JB0391'SOUTHWEST CORNER OF THE CEMETERY, AND ABOUT LEVEL WITH THE
 JB0391'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0922 ***********************************************************************
 HB0922  DESIGNATION -  A 217
 HB0922  PID         -  HB0922
 HB0922  STATE/COUNTY-  IL/PULASKI
 HB0922  USGS QUAD   -  PULASKI (1967)
 HB0922
 HB0922                         *CURRENT SURVEY CONTROL
 HB0922  ___________________________________________________________________
 HB0922* NAD 83(1986)-  37 12 19.     (N)    089 09 25.     (W)     SCALED    
 HB0922* NAVD 88     -       138.749  (meters)     455.21   (feet)  ADJUSTED  
 HB0922  ___________________________________________________________________
 HB0922  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB0922  DYNAMIC HT  -         138.649 (meters)     454.88  (feet)  COMP
 HB0922  MODELED GRAV-     979,906.1   (mgal)                       NAVD 88
 HB0922
 HB0922  VERT ORDER  -  SECOND    CLASS 0
 HB0922
 HB0922.The horizontal coordinates were scaled from a topographic map and have
 HB0922.an estimated accuracy of +/- 6 seconds.
 HB0922
 HB0922.The orthometric height was determined by differential leveling
 HB0922.and adjusted by the National Geodetic Survey in June 1991..
 HB0922
 HB0922.The geoid height was determined by GEOID03.
 HB0922
 HB0922.The dynamic height is computed by dividing the NAVD 88
 HB0922.geopotential number by the normal gravity value computed on the
 HB0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0922.degrees latitude (g = 980.6199 gals.).
 HB0922
 HB0922.The modeled gravity was interpolated from observed gravity values.
 HB0922
 HB0922;                    North         East    Units  Estimated Accuracy
 HB0922;SPC IL W     -    60,250.      789,630.      MT  (+/- 180 meters Scaled)
 HB0922
 HB0922                          SUPERSEDED SURVEY CONTROL
 HB0922
 HB0922  NGVD 29 (??/??/??)  138.681  (m)          454.99   (f) ADJUSTED    2 0
 HB0922
 HB0922.Superseded values are not recommended for survey control.
 HB0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0922.See file dsdata.txt to determine how the superseded data were derived.
 HB0922
 HB0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG085198(NAD 83)
 HB0922_MARKER: DB = BENCH MARK DISK
 HB0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0922_STAMPING: A 217 1960
 HB0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0922+STABILITY: SURFACE MOTION
 HB0922
 HB0922  HISTORY     - Date     Condition        Report By
 HB0922  HISTORY     - 1960     MONUMENTED       CGS
 HB0922
 HB0922                          STATION DESCRIPTION
 HB0922
 HB0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0922'3.6 MI E FROM PULASKI.
 HB0922'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0922'AT PULASKI, THENCE 1.25 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.25
 HB0922'MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.65 MILE EAST ALONG
 HB0922'A GRAVEL ROAD, THENCE 0.05 MILE NORTH ALONG A GRAVEL ROAD, AT A
 HB0922'DRIVE EAST TO A FARM HOUSE, 22 FEET EAST OF THE CENTER LINE OF THE
 HB0922'ROAD, 79 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 2 FEET WEST
 HB0922'OF A FENCE, 20 FEET SOUTH OF A FENCE CORNER AND THE NORTH END
 HB0922'OF A WIRE GATE, 2.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 HB0922'1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 HB0922'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK WAS SET IN
 HB0922'THE WAY OF HIGHWAY CONSTRUCTION AND WAS DESTROYED BY THIS PARTY.
 HB0922'A NEW MARK L 217 WAS SET IN THE NEAR VICINITY TO REPLACE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0916 ***********************************************************************
 KB0916  DESIGNATION -  A 218
 KB0916  PID         -  KB0916
 KB0916  STATE/COUNTY-  IL/MACOUPIN
 KB0916  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0916
 KB0916                         *CURRENT SURVEY CONTROL
 KB0916  ___________________________________________________________________
 KB0916* NAD 83(1986)-  39 02 07.     (N)    089 44 10.     (W)     SCALED    
 KB0916* NAVD 88     -       198.670  (meters)     651.80   (feet)  ADJUSTED  
 KB0916  ___________________________________________________________________
 KB0916  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KB0916  DYNAMIC HT  -         198.552 (meters)     651.42  (feet)  COMP
 KB0916  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 KB0916
 KB0916  VERT ORDER  -  SECOND    CLASS 0
 KB0916
 KB0916.The horizontal coordinates were scaled from a topographic map and have
 KB0916.an estimated accuracy of +/- 6 seconds.
 KB0916
 KB0916.The orthometric height was determined by differential leveling
 KB0916.and adjusted by the National Geodetic Survey in June 1991..
 KB0916
 KB0916.The geoid height was determined by GEOID03.
 KB0916
 KB0916.The dynamic height is computed by dividing the NAVD 88
 KB0916.geopotential number by the normal gravity value computed on the
 KB0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0916.degrees latitude (g = 980.6199 gals.).
 KB0916
 KB0916.The modeled gravity was interpolated from observed gravity values.
 KB0916
 KB0916;                    North         East    Units  Estimated Accuracy
 KB0916;SPC IL W     -   262,970.      737,280.      MT  (+/- 180 meters Scaled)
 KB0916
 KB0916                          SUPERSEDED SURVEY CONTROL
 KB0916
 KB0916  NGVD 29 (??/??/92)  198.790  (m)          652.20   (f) ADJ UNCH    2 0
 KB0916
 KB0916.Superseded values are not recommended for survey control.
 KB0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0916.See file dsdata.txt to determine how the superseded data were derived.
 KB0916
 KB0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ631242(NAD 83)
 KB0916_MARKER: DB = BENCH MARK DISK
 KB0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0916_STAMPING: A 218 1960
 KB0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0916+STABILITY: SURFACE MOTION
 KB0916
 KB0916  HISTORY     - Date     Condition        Report By
 KB0916  HISTORY     - 1960     MONUMENTED       CGS
 KB0916
 KB0916                          STATION DESCRIPTION
 KB0916
 KB0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0916'3.1 MI SW FROM MOUNT OLIVE.
 KB0916'ABOUT 2.1 MILES SOUTH ALONG POPLAR STREET AND A BLACK TOP ROAD
 KB0916'FROM ITS JUNCTION WITH MAIN STREET IN MOUNT OLIVE THENCE 0.5 MILES
 KB0916'WEST ON AN OIL ROAD, THENCE 0.5 MILES SOUTH ON AN OIL ROAD AT A
 KB0916'FENCE CORNER EAST OF THE ROAD, 24 FEET EAST OF THE CENTER LINE
 KB0916'OF THE ROAD, 21 FEET NORTH OF A FENCE CORNER, 14 FEET SOUTH OF
 KB0916'A TELEPHONE POLE, 1 FOOT WEST OF THE FENCE, 2.0 FEET NORTH OF A
 KB0916'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 KB0916'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1047 ***********************************************************************
 KB1047  DESIGNATION -  A 219
 KB1047  PID         -  KB1047
 KB1047  STATE/COUNTY-  IL/SANGAMON
 KB1047  USGS QUAD   -  CHATHAM (1976)
 KB1047
 KB1047                         *CURRENT SURVEY CONTROL
 KB1047  ___________________________________________________________________
 KB1047* NAD 83(1986)-  39 37 55.     (N)    089 38 55.     (W)     SCALED    
 KB1047* NAVD 88     -       182.790  (meters)     599.70   (feet)  ADJUSTED  
 KB1047  ___________________________________________________________________
 KB1047  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB1047  DYNAMIC HT  -         182.688 (meters)     599.37  (feet)  COMP
 KB1047  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 KB1047
 KB1047  VERT ORDER  -  SECOND    CLASS 0
 KB1047
 KB1047.The horizontal coordinates were scaled from a topographic map and have
 KB1047.an estimated accuracy of +/- 6 seconds.
 KB1047
 KB1047.The orthometric height was determined by differential leveling
 KB1047.and adjusted by the National Geodetic Survey in June 1991..
 KB1047
 KB1047.The geoid height was determined by GEOID03.
 KB1047
 KB1047.The dynamic height is computed by dividing the NAVD 88
 KB1047.geopotential number by the normal gravity value computed on the
 KB1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1047.degrees latitude (g = 980.6199 gals.).
 KB1047
 KB1047.The modeled gravity was interpolated from observed gravity values.
 KB1047
 KB1047;                    North         East    Units  Estimated Accuracy
 KB1047;SPC IL W     -   329,250.      744,470.      MT  (+/- 180 meters Scaled)
 KB1047
 KB1047                          SUPERSEDED SURVEY CONTROL
 KB1047
 KB1047  NGVD 29 (??/??/92)  182.905  (m)          600.08   (f) ADJ UNCH    2 0
 KB1047
 KB1047.Superseded values are not recommended for survey control.
 KB1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1047.See file dsdata.txt to determine how the superseded data were derived.
 KB1047
 KB1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ726902(NAD 83)
 KB1047_MARKER: DB = BENCH MARK DISK
 KB1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1047_STAMPING: A 219 1960
 KB1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1047+STABILITY: SURFACE MOTION
 KB1047
 KB1047  HISTORY     - Date     Condition        Report By
 KB1047  HISTORY     - 1960     MONUMENTED       CGS
 KB1047  HISTORY     - 1976     GOOD             NGS
 KB1047
 KB1047                          STATION DESCRIPTION
 KB1047
 KB1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1047'4.6 MI NW FROM DIVERNON.
 KB1047'4.5 MILES NORTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY)
 KB1047'FROM ITS JUNCTION WITH DIVERNON ROAD, THENCE 0.1 MILES EAST ALONG
 KB1047'AN OILED ROAD AT A FARM HOUSE ON THE SOUTH SIDE OF THE ROAD AT
 KB1047'A FENCE CORNER SOUTH OF THE ROAD, 20 FEET SOUTH OF THE CENTER
 KB1047'LINE OF THE ROAD, 141 FEET WEST OF THE CENTER LINE OF THE FARM
 KB1047'DRIVE, 1 FOOT NORTH OF THE FENCE, 7.5 FEET WEST OF THE FENCE
 KB1047'CORNER, 24 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 1.8
 KB1047'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 KB1047'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB1047
 KB1047                          STATION RECOVERY (1976)
 KB1047
 KB1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0023 ***********************************************************************
 LC0023  DESIGNATION -  A 22
 LC0023  PID         -  LC0023
 LC0023  STATE/COUNTY-  IL/FORD
 LC0023  USGS QUAD   -  SIBLEY (1986)
 LC0023
 LC0023                         *CURRENT SURVEY CONTROL
 LC0023  ___________________________________________________________________
 LC0023* NAD 83(1986)-  40 36 28.     (N)    088 23 09.     (W)     SCALED    
 LC0023* NAVD 88     -       250.968  (meters)     823.38   (feet)  ADJUSTED  
 LC0023  ___________________________________________________________________
 LC0023  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0023  DYNAMIC HT  -         250.855 (meters)     823.01  (feet)  COMP
 LC0023  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LC0023
 LC0023  VERT ORDER  -  SECOND    CLASS 0
 LC0023
 LC0023.The horizontal coordinates were scaled from a topographic map and have
 LC0023.an estimated accuracy of +/- 6 seconds.
 LC0023
 LC0023.The orthometric height was determined by differential leveling
 LC0023.and adjusted by the National Geodetic Survey in June 1991..
 LC0023
 LC0023.The geoid height was determined by GEOID03.
 LC0023
 LC0023.The dynamic height is computed by dividing the NAVD 88
 LC0023.geopotential number by the normal gravity value computed on the
 LC0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0023.degrees latitude (g = 980.6199 gals.).
 LC0023
 LC0023.The modeled gravity was interpolated from observed gravity values.
 LC0023
 LC0023;                    North         East    Units  Estimated Accuracy
 LC0023;SPC IL E     -   437,490.      295,560.      MT  (+/- 180 meters Scaled)
 LC0023
 LC0023                          SUPERSEDED SURVEY CONTROL
 LC0023
 LC0023  NGVD 29 (??/??/92)  251.021  (m)          823.56   (f) ADJ UNCH    2 0
 LC0023
 LC0023.Superseded values are not recommended for survey control.
 LC0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0023.See file dsdata.txt to determine how the superseded data were derived.
 LC0023
 LC0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK827961(NAD 83)
 LC0023_MARKER: DB = BENCH MARK DISK
 LC0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0023_SP_SET: CULVERT
 LC0023_STAMPING: A 22 1934
 LC0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0023
 LC0023  HISTORY     - Date     Condition        Report By
 LC0023  HISTORY     - 1934     MONUMENTED       CGS
 LC0023  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LC0023
 LC0023                          STATION DESCRIPTION
 LC0023
 LC0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0023'3.3 MI N FROM SIBLEY.
 LC0023'3.3 MILES NORTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 LC0023'SIBLEY, FORD COUNTY, 19 POLES SOUTH OF MILEPOST 103, IN THE
 LC0023'TOP OF THE NORTH END OF THE EAST HEADWALL OF A 2- BY 2-FOOT
 LC0023'HIGHWAY CULVERT, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, 18
 LC0023'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 47, AND ABOUT 2
 LC0023'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 22 1934.
 LC0023
 LC0023                          STATION RECOVERY (1984)
 LC0023
 LC0023'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LC0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1118 ***********************************************************************
 LC1118  DESIGNATION -  A 220
 LC1118  PID         -  LC1118
 LC1118  STATE/COUNTY-  IL/LOGAN
 LC1118  USGS QUAD   -  LINCOLN WEST (1996)
 LC1118
 LC1118                         *CURRENT SURVEY CONTROL
 LC1118  ___________________________________________________________________
 LC1118* NAD 83(1986)-  40 08 35.     (N)    089 22 58.     (W)     SCALED    
 LC1118* NAVD 88     -       176.642  (meters)     579.53   (feet)  ADJUSTED  
 LC1118  ___________________________________________________________________
 LC1118  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LC1118  DYNAMIC HT  -         176.552 (meters)     579.24  (feet)  COMP
 LC1118  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 LC1118
 LC1118  VERT ORDER  -  SECOND    CLASS 0
 LC1118
 LC1118.The horizontal coordinates were scaled from a topographic map and have
 LC1118.an estimated accuracy of +/- 6 seconds.
 LC1118
 LC1118.The orthometric height was determined by differential leveling
 LC1118.and adjusted by the National Geodetic Survey in June 1991..
 LC1118
 LC1118.The geoid height was determined by GEOID03.
 LC1118
 LC1118.The dynamic height is computed by dividing the NAVD 88
 LC1118.geopotential number by the normal gravity value computed on the
 LC1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1118.degrees latitude (g = 980.6199 gals.).
 LC1118
 LC1118.The modeled gravity was interpolated from observed gravity values.
 LC1118
 LC1118;                    North         East    Units  Estimated Accuracy
 LC1118;SPC IL W     -   386,170.      766,800.      MT  (+/- 180 meters Scaled)
 LC1118
 LC1118                          SUPERSEDED SURVEY CONTROL
 LC1118
 LC1118  NGVD 29 (??/??/92)  176.727  (m)          579.81   (f) ADJ UNCH    2 0
 LC1118
 LC1118.Superseded values are not recommended for survey control.
 LC1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1118.See file dsdata.txt to determine how the superseded data were derived.
 LC1118
 LC1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK970463(NAD 83)
 LC1118_MARKER: DB = BENCH MARK DISK
 LC1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1118_SP_SET: CULVERT
 LC1118_STAMPING: A 220 1960
 LC1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1118
 LC1118  HISTORY     - Date     Condition        Report By
 LC1118  HISTORY     - 1960     MONUMENTED       CGS
 LC1118  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC1118
 LC1118                          STATION DESCRIPTION
 LC1118
 LC1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1118'1.8 MI SE FROM LINCOLN.
 LC1118'ABOUT 1.4 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1118'WITH STATE HIGHWAYS 10 AND 121 IN THE WEST PART OF LINCOLN, THENCE
 LC1118'0.4 MILES NORTHEAST ALONG BUSINESS ROUTE 66, AT THE CROSSING OF
 LC1118'THE ILLINOIS CENTRAL RAILROAD, SET IN THE TOP OF THE SOUTH END
 LC1118'OF THE WEST HEADWALL OF A 3 FOOT CONCRETE BOX CULVERT, 22 FEET WEST
 LC1118'OF THE CENTER LINE OF BUSINESS ROUTE 66, 65 FEET SOUTH OF THE
 LC1118'SOUTH RAIL OF THE ILLINOIS CENTRAL RAILROAD, 21 FEET SOUTH OF THE
 LC1118'CENTER LINE OF A DRIVE WEST, ABOUT 1.5 FEET BELOW THE LEVEL OF
 LC1118'THE HIGHWAY.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE POST
 LC1118'OFFICE IN LINCOLN BY GOING 0.10 MILE NORTHWEST ALONG STATE HIGHWAY
 LC1118'121, THENCE 0.3 MILES SOUTH ALONG KICKAPOO STREET, THENCE 0.85
 LC1118'MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD.
 LC1118
 LC1118                          STATION RECOVERY (1975)
 LC1118
 LC1118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC1118'DESCRIPTION CONTRADICTS ITSELF, 1.8 MI SE OF LINCOLN OR IN LINCOLN AS
 LC1118'DESCRIBED. NO TRACE FOUND AT DESCRIBED LOCATION. AREA HAS BEEN
 LC1118'FILLED, NO CUL AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0517 ***********************************************************************
 NH0517  DESIGNATION -  A 221
 NH0517  PID         -  NH0517
 NH0517  STATE/COUNTY-  IL/WINNEBAGO
 NH0517  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0517
 NH0517                         *CURRENT SURVEY CONTROL
 NH0517  ___________________________________________________________________
 NH0517* NAD 83(1986)-  42 29 38.     (N)    089 02 23.     (W)     SCALED    
 NH0517* NAVD 88     -       225.845  (meters)     740.96   (feet)  ADJUSTED  
 NH0517  ___________________________________________________________________
 NH0517  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NH0517  DYNAMIC HT  -         225.775 (meters)     740.73  (feet)  COMP
 NH0517  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 NH0517
 NH0517  VERT ORDER  -  FIRST     CLASS II
 NH0517
 NH0517.The horizontal coordinates were scaled from a topographic map and have
 NH0517.an estimated accuracy of +/- 6 seconds.
 NH0517
 NH0517.The orthometric height was determined by differential leveling
 NH0517.and adjusted by the National Geodetic Survey in June 1991..
 NH0517
 NH0517.The geoid height was determined by GEOID03.
 NH0517
 NH0517.The dynamic height is computed by dividing the NAVD 88
 NH0517.geopotential number by the normal gravity value computed on the
 NH0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0517.degrees latitude (g = 980.6199 gals.).
 NH0517
 NH0517.The modeled gravity was interpolated from observed gravity values.
 NH0517
 NH0517;                    North         East    Units  Estimated Accuracy
 NH0517;SPC IL W     -   647,560.      792,640.      MT  (+/- 180 meters Scaled)
 NH0517
 NH0517                          SUPERSEDED SURVEY CONTROL
 NH0517
 NH0517  NGVD 29 (??/??/92)  225.905  (m)          741.16   (f) ADJ UNCH    1 2
 NH0517
 NH0517.Superseded values are not recommended for survey control.
 NH0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0517.See file dsdata.txt to determine how the superseded data were derived.
 NH0517
 NH0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN323066(NAD 83)
 NH0517_MARKER: DB = BENCH MARK DISK
 NH0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0517_SP_SET: BRIDGE ABUTMENT
 NH0517_STAMPING: A 221 1960
 NH0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0517+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 NH0517
 NH0517  HISTORY     - Date     Condition        Report By
 NH0517  HISTORY     - 1960     MONUMENTED       CGS
 NH0517  HISTORY     - 19970530 GOOD             USPSQD
 NH0517  HISTORY     - 20031008 GOOD             JCLS
 NH0517  HISTORY     - 20031008 GOOD             JCLS
 NH0517
 NH0517                          STATION DESCRIPTION
 NH0517
 NH0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0517'0.4 MI SW FROM BELOIT.
 NH0517'ABOUT 0.35 MILE SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0517'AND PACIFIC RAILROAD FROM THE STATION AT BELOIT, IN S-6 - R-2
 NH0517'E- T- 46 N., 0.2 MILE SOUTHWEST OF MILEPOST 69, 8 FEET SOUTHEAST
 NH0517'OF THE SOUTHEAST RAIL, IN TOP OF THE SOUTHEAST END OF THE BACK
 NH0517'WALL OF THE NORTHEAST CONCRETE ABUTMENT OF STEEL PLATE RAILROAD
 NH0517'BRIDGE E 214 OVER TURTLE CREEK, AND ABOUT 1 1/2 FEET BELOW THE
 NH0517'LEVEL OF THE TRACK.
 NH0517
 NH0517                          STATION RECOVERY (1997)
 NH0517
 NH0517'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0517'RECOVERED IN GOOD CONDITION.
 NH0517
 NH0517                          STATION RECOVERY (2003)
 NH0517
 NH0517'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NH0517'RECOVERED IN GOOD CONDITION.
 NH0517
 NH0517                          STATION RECOVERY (2003)
 NH0517
 NH0517'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NH0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0573 ***********************************************************************
 NH0573  DESIGNATION -  A 222 RESET 1972
 NH0573  PID         -  NH0573
 NH0573  STATE/COUNTY-  IL/WINNEBAGO
 NH0573  USGS QUAD   -  WINNEBAGO (1976)
 NH0573
 NH0573                         *CURRENT SURVEY CONTROL
 NH0573  ___________________________________________________________________
 NH0573* NAD 83(1986)-  42 17 17.     (N)    089 08 14.     (W)     SCALED    
 NH0573* NAVD 88     -       226.37   (meters)     742.7    (feet)  RESET     
 NH0573  ___________________________________________________________________
 NH0573  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NH0573
 NH0573  VERT ORDER  -  THIRD
 NH0573
 NH0573.The horizontal coordinates were scaled from a topographic map and have
 NH0573.an estimated accuracy of +/- 6 seconds.
 NH0573
 NH0573.The orthometric height was computed from unverified reset data.
 NH0573
 NH0573.The geoid height was determined by GEOID03.
 NH0573
 NH0573;                    North         East    Units  Estimated Accuracy
 NH0573;SPC IL W     -   624,590.      784,900.      MT  (+/- 180 meters Scaled)
 NH0573
 NH0573                          SUPERSEDED SURVEY CONTROL
 NH0573
 NH0573.No superseded survey control is available for this station.
 NH0573
 NH0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM237839(NAD 83)
 NH0573_MARKER: DB = BENCH MARK DISK
 NH0573_SETTING: 0 = UNSPECIFIED SETTING
 NH0573_STAMPING: A 222 RESET 1972
 NH0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0573
 NH0573  HISTORY     - Date     Condition        Report By
 NH0573  HISTORY     - 1972     MONUMENTED       ILHD
 NH0573
 NH0573                          STATION DESCRIPTION
 NH0573
 NH0573'DESCRIBED BY IL HIGHWAY DEPT 1972
 NH0573'3 MI W FROM ROCKFORD.
 NH0573'ABOUT 2.95 MILES WEST ALONG AUBURN STREET FROM THE INTERSECTION
 NH0573'OF NORTH MAIN STREET AT ROCKFORD, IN SECTION 17, T 44 N, R 1 E,
 NH0573'158.4 FEET WEST OF THE EAST 1/4 CORNER OF SECTION 17, DIRECTLY
 NH0573'SOUTH OF THE RUNWAY OF COTTONWOOD AIRPORT, ON THE CENTER LINE
 NH0573'OF AUBURN STREET, 154 FEET WEST OF THE CENTER LINE OF PIERPONT
 NH0573'AVENUE AND LOCATED IN THE CENTER OF THE MEDIAN, STATION 35 + 00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0615 ***********************************************************************
 NH0615  DESIGNATION -  A 223
 NH0615  PID         -  NH0615
 NH0615  STATE/COUNTY-  IL/WINNEBAGO
 NH0615  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0615
 NH0615                         *CURRENT SURVEY CONTROL
 NH0615  ___________________________________________________________________
 NH0615* NAD 83(1986)-  42 09 02.     (N)    089 05 31.     (W)     SCALED    
 NH0615* NAVD 88     -       218.546  (meters)     717.01   (feet)  ADJUSTED  
 NH0615  ___________________________________________________________________
 NH0615  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH0615  DYNAMIC HT  -         218.474 (meters)     716.78  (feet)  COMP
 NH0615  MODELED GRAV-     980,289.2   (mgal)                       NAVD 88
 NH0615
 NH0615  VERT ORDER  -  FIRST     CLASS II
 NH0615
 NH0615.The horizontal coordinates were scaled from a topographic map and have
 NH0615.an estimated accuracy of +/- 6 seconds.
 NH0615
 NH0615.The orthometric height was determined by differential leveling
 NH0615.and adjusted by the National Geodetic Survey in June 1991..
 NH0615
 NH0615.The geoid height was determined by GEOID03.
 NH0615
 NH0615.The dynamic height is computed by dividing the NAVD 88
 NH0615.geopotential number by the normal gravity value computed on the
 NH0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0615.degrees latitude (g = 980.6199 gals.).
 NH0615
 NH0615.The modeled gravity was interpolated from observed gravity values.
 NH0615
 NH0615;                    North         East    Units  Estimated Accuracy
 NH0615;SPC IL W     -   609,360.      788,830.      MT  (+/- 180 meters Scaled)
 NH0615
 NH0615                          SUPERSEDED SURVEY CONTROL
 NH0615
 NH0615  NGVD 29 (??/??/92)  218.595  (m)          717.17   (f) ADJ UNCH    1 2
 NH0615
 NH0615.Superseded values are not recommended for survey control.
 NH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0615.See file dsdata.txt to determine how the superseded data were derived.
 NH0615
 NH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM271686(NAD 83)
 NH0615_MARKER: DB = BENCH MARK DISK
 NH0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0615_STAMPING: A 223 1960
 NH0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0615+STABILITY: SURFACE MOTION
 NH0615
 NH0615  HISTORY     - Date     Condition        Report By
 NH0615  HISTORY     - 1960     MONUMENTED       CGS
 NH0615  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0615  HISTORY     - 19970316 MARK NOT FOUND   USPSQD
 NH0615
 NH0615                          STATION DESCRIPTION
 NH0615
 NH0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0615'3.5 MI N FROM DAVIS JUNCTION.
 NH0615'ABOUT 3.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0615'RAILROAD FROM THE STATION AT DAVIS JUNCTION, 0.2 MILE NORTH OF
 NH0615'MILEPOST 15, IN S-35, R-1E, T-43N, AT THE CROSSING OF EDSON ROAD
 NH0615'AND THE OGLE-WINNEBAGO COUNTY LINE, 46 1/2 FEET WEST OF THE WEST
 NH0615'RAIL, 56 FEET NORTH OF THE CENTER LINE OF EDSON ROAD, 1 FOOT
 NH0615'EAST OF A WIRE FENCE, 24 FEET NORTH OF A CONCRETE FENCE CORNER
 NH0615'POST, 15 1/2 FEET EAST-NORTHEAST OF NORTH POLE OF SOUBLE POLE 420
 NH0615'OF DOUBLE WOODEN HIGH POWER LINE, ABOUT LEVEL WITH EDSON ROAD,
 NH0615'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 NH0615'CONCRETE POST PROJECTING 3 INCHES.
 NH0615
 NH0615                          STATION RECOVERY (1987)
 NH0615
 NH0615'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0615'MARK NOT FOUND.
 NH0615
 NH0615                          STATION RECOVERY (1997)
 NH0615
 NH0615'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0542 ***********************************************************************
 MF0542  DESIGNATION -  A 224
 MF0542  PID         -  MF0542
 MF0542  STATE/COUNTY-  IL/OGLE
 MF0542  USGS QUAD   -  ROCHELLE (1993)
 MF0542
 MF0542                         *CURRENT SURVEY CONTROL
 MF0542  ___________________________________________________________________
 MF0542* NAD 83(1986)-  41 55 09.     (N)    089 03 53.     (W)     SCALED    
 MF0542* NAVD 88     -       240.600  (meters)     789.37   (feet)  ADJUSTED  
 MF0542  ___________________________________________________________________
 MF0542  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0542  DYNAMIC HT  -         240.515 (meters)     789.09  (feet)  COMP
 MF0542  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 MF0542
 MF0542  VERT ORDER  -  FIRST     CLASS I
 MF0542
 MF0542.The horizontal coordinates were scaled from a topographic map and have
 MF0542.an estimated accuracy of +/- 6 seconds.
 MF0542
 MF0542.The orthometric height was determined by differential leveling
 MF0542.and adjusted by the National Geodetic Survey in June 1991..
 MF0542
 MF0542.The geoid height was determined by GEOID03.
 MF0542
 MF0542.The dynamic height is computed by dividing the NAVD 88
 MF0542.geopotential number by the normal gravity value computed on the
 MF0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0542.degrees latitude (g = 980.6199 gals.).
 MF0542
 MF0542.The modeled gravity was interpolated from observed gravity values.
 MF0542
 MF0542;                    North         East    Units  Estimated Accuracy
 MF0542;SPC IL W     -   583,690.      791,410.      MT  (+/- 180 meters Scaled)
 MF0542
 MF0542                          SUPERSEDED SURVEY CONTROL
 MF0542
 MF0542  NGVD 29 (??/??/92)  240.658  (m)          789.56   (f) ADJ UNCH    1 1
 MF0542
 MF0542.Superseded values are not recommended for survey control.
 MF0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0542.See file dsdata.txt to determine how the superseded data were derived.
 MF0542
 MF0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM287428(NAD 83)
 MF0542_MARKER: DB = BENCH MARK DISK
 MF0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0542_SP_SET: FOUNDATION
 MF0542_STAMPING: A 224 1960
 MF0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0542+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2001
 MF0542
 MF0542  HISTORY     - Date     Condition        Report By
 MF0542  HISTORY     - 1960     MONUMENTED       CGS
 MF0542  HISTORY     - 1969     GOOD             NGS
 MF0542  HISTORY     - 19960510 GOOD             USPSQD
 MF0542  HISTORY     - 20010721 GOOD             USPSQD
 MF0542  HISTORY     - 20040929 GOOD             USPSQD
 MF0542
 MF0542                          STATION DESCRIPTION
 MF0542
 MF0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0542'0.1 MI SE FROM ROCHELLE.
 MF0542'ABOUT 0.1 MILE SOUTHEAST ALONG MAIN STREET FROM THE CHICAGO,
 MF0542'BURLINGTON AND QUINCY RAILROAD STATION AT ROCHELLE, 93 1/2 FEET
 MF0542'SOUTHWEST OF THE CENTER LINE OF THE STREET, 90 YARDS SOUTHEAST OF
 MF0542'THE CENTER LINE OF FIRST AVENUE, SET VERTICALLY IN THE NORTHEAST
 MF0542'BRICK FACE AND 3.6 FEET NORTHWEST OF THE EAST CORNER OF THE OLDER
 MF0542'PART OF THE LINCOLN SCHOOL BUILDING, 28 FEET SOUTHEAST OF THE CENTER
 MF0542'OF THE NORTHEAST ENTRANCE TO THE BUILDING, AND ABOUT 2 FEET ABOVE
 MF0542'THE LEVEL OF THE SIDEWALK.  SEC 25, T40N, R1E
 MF0542
 MF0542                          STATION RECOVERY (1996)
 MF0542
 MF0542'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0542'RECOVERED IN GOOD CONDITION.
 MF0542
 MF0542                          STATION RECOVERY (2001)
 MF0542
 MF0542'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0542'RECOVERED IN GOOD CONDITION.
 MF0542
 MF0542                          STATION RECOVERY (2004)
 MF0542
 MF0542'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0662 ***********************************************************************
 MF0662  DESIGNATION -  A 225
 MF0662  PID         -  MF0662
 MF0662  STATE/COUNTY-  IL/LA SALLE
 MF0662  USGS QUAD   -  MENDOTA WEST (1982)
 MF0662
 MF0662                         *CURRENT SURVEY CONTROL
 MF0662  ___________________________________________________________________
 MF0662* NAD 83(1986)-  41 33 42.     (N)    089 07 40.     (W)     SCALED    
 MF0662* NAVD 88     -       237.446  (meters)     779.02   (feet)  ADJUSTED  
 MF0662  ___________________________________________________________________
 MF0662  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0662  DYNAMIC HT  -         237.354 (meters)     778.72  (feet)  COMP
 MF0662  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 MF0662
 MF0662  VERT ORDER  -  FIRST     CLASS II
 MF0662
 MF0662.The horizontal coordinates were scaled from a topographic map and have
 MF0662.an estimated accuracy of +/- 6 seconds.
 MF0662
 MF0662.The orthometric height was determined by differential leveling
 MF0662.and adjusted by the National Geodetic Survey in June 1991..
 MF0662
 MF0662.The geoid height was determined by GEOID03.
 MF0662
 MF0662.The dynamic height is computed by dividing the NAVD 88
 MF0662.geopotential number by the normal gravity value computed on the
 MF0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0662.degrees latitude (g = 980.6199 gals.).
 MF0662
 MF0662.The modeled gravity was interpolated from observed gravity values.
 MF0662
 MF0662;                    North         East    Units  Estimated Accuracy
 MF0662;SPC IL E     -   543,720.      233,730.      MT  (+/- 180 meters Scaled)
 MF0662
 MF0662                          SUPERSEDED SURVEY CONTROL
 MF0662
 MF0662  NGVD 29 (??/??/92)  237.491  (m)          779.17   (f) ADJ UNCH    1 2
 MF0662
 MF0662.Superseded values are not recommended for survey control.
 MF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0662.See file dsdata.txt to determine how the superseded data were derived.
 MF0662
 MF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM225032(NAD 83)
 MF0662_MARKER: DB = BENCH MARK DISK
 MF0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0662_SP_SET: STEP
 MF0662_STAMPING: A 225 1960
 MF0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0662
 MF0662  HISTORY     - Date     Condition        Report By
 MF0662  HISTORY     - 1960     MONUMENTED       CGS
 MF0662  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF0662  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0662
 MF0662                          STATION DESCRIPTION
 MF0662
 MF0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0662'AT MENDOTA.
 MF0662'AT MENDOTA, ABOUT 1.1 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL
 MF0662'RAILROAD FROM THE STATION, AT ILLINOIS CENTRAL RAILROAD OVERPASS
 MF0662'A 872.7 OVER U.S. HIGHWAY 51, 11 FEET NORTHEAST OF THE NORTHEAST
 MF0662'RAIL, IN TOP STEP OF THE NORTHWEST WING WALL, 2 FEET SOUTH OF
 MF0662'THE NORTH END OF STEP, ABOUT 1 1/2 FEET BELOW THE LEVEL OF TRACK,
 MF0662'AND IN S-29, R-1E, T-36N.
 MF0662
 MF0662                          STATION RECOVERY (1997)
 MF0662
 MF0662'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0662'MARK NOT FOUND.
 MF0662
 MF0662                          STATION RECOVERY (2002)
 MF0662
 MF0662'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0093 ***********************************************************************
 NH0093  DESIGNATION -  A 226
 NH0093  PID         -  NH0093
 NH0093  STATE/COUNTY-  IL/MCHENRY
 NH0093  USGS QUAD   -  HEBRON (1972)
 NH0093
 NH0093                         *CURRENT SURVEY CONTROL
 NH0093  ___________________________________________________________________
 NH0093* NAD 83(1986)-  42 28 44.     (N)    088 22 44.     (W)     SCALED    
 NH0093* NAVD 88     -       270.213  (meters)     886.52   (feet)  ADJUSTED  
 NH0093  ___________________________________________________________________
 NH0093  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NH0093  DYNAMIC HT  -         270.126 (meters)     886.24  (feet)  COMP
 NH0093  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 NH0093
 NH0093  VERT ORDER  -  SECOND    CLASS 0
 NH0093
 NH0093.The horizontal coordinates were scaled from a topographic map and have
 NH0093.an estimated accuracy of +/- 6 seconds.
 NH0093
 NH0093.The orthometric height was determined by differential leveling
 NH0093.and adjusted by the National Geodetic Survey in June 1991..
 NH0093
 NH0093.The geoid height was determined by GEOID03.
 NH0093
 NH0093.The dynamic height is computed by dividing the NAVD 88
 NH0093.geopotential number by the normal gravity value computed on the
 NH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0093.degrees latitude (g = 980.6199 gals.).
 NH0093
 NH0093.The modeled gravity was interpolated from observed gravity values.
 NH0093
 NH0093;                    North         East    Units  Estimated Accuracy
 NH0093;SPC IL E     -   645,300.      296,250.      MT  (+/- 180 meters Scaled)
 NH0093
 NH0093                          SUPERSEDED SURVEY CONTROL
 NH0093
 NH0093  NGVD 29 (??/??/92)  270.278  (m)          886.74   (f) ADJ UNCH    2 0
 NH0093
 NH0093.Superseded values are not recommended for survey control.
 NH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0093.See file dsdata.txt to determine how the superseded data were derived.
 NH0093
 NH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN866038(NAD 83)
 NH0093_MARKER: DB = BENCH MARK DISK
 NH0093_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0093_SP_SET: 24 FEET
 NH0093_STAMPING: A 226 1960
 NH0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0093
 NH0093  HISTORY     - Date     Condition        Report By
 NH0093  HISTORY     - 1960     MONUMENTED       CGS
 NH0093
 NH0093                          STATION DESCRIPTION
 NH0093
 NH0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0093'4.1 MI NW FROM RICHMOND.
 NH0093'ABOUT 4.1 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0093'AND PACIFIC RAILROAD FROM THE CROSSING OF THE CHICAGO AND
 NH0093'NORTH WESTERN RAILWAY IN THE SOUTH PART OF RICHMOND, 0.4 MILE
 NH0093'NORTHWEST OF MILEPOLE 61, 0.3 MILE SOUTHEAST OF THE CROSSING OF
 NH0093'THE CHICAGO, AND NORTH WESTERN RAILWAY, AT THE CROSSING OF A
 NH0093'BLACK TOP ROAD, 30 1/2 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 NH0093'TRACK, 45 1/2 FEET SOUTH OF AND ACROSS THE SIDE TRACK FROM THE
 NH0093'SOUTH RAIL OF THE MAIN TRACK, 38 FEET EAST OF THE CENTER LINE
 NH0093'OF ROAD, 69 FEET SOUTHEAST OF THE CENTER LINE OF CROSSING OF
 NH0093'ROAD AND THE MAIN TRACK, 11 FEET SOUTHEAST OF A FENCE CORNER,
 NH0093'1 1/2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE, 4 1/2 FEET
 NH0093'SOUTHWEST OF THE FIRST TELEPHONE POLE EAST OF THE CROSSING, 1
 NH0093'FOOT WEST OF A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 NH0093'OF THE TRACK, AND A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 NH0093'LEVEL OF THE TRACK, AND IS A DISK ON COPPER COATED STEEL ROD
 NH0093'PROJECTING 2 INCHES AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 NH0093'4 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.  THIS MARK
 NH0093'CAN BE REACHED BY GOING ABOUT 5.8 MILES SOUTHEAST ALONG THE
 NH0093'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 NH0093'STATION AT ZENDA, WALWORTH COUNTY, WISCONSIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0157 ***********************************************************************
 NH0157  DESIGNATION -  A 227
 NH0157  PID         -  NH0157
 NH0157  STATE/COUNTY-  IL/MCHENRY
 NH0157  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0157
 NH0157                         *CURRENT SURVEY CONTROL
 NH0157  ___________________________________________________________________
 NH0157* NAD 83(1986)-  42 10 57.     (N)    088 17 55.     (W)     SCALED    
 NH0157* NAVD 88     -       247.683  (meters)     812.61   (feet)  ADJUSTED  
 NH0157  ___________________________________________________________________
 NH0157  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NH0157  DYNAMIC HT  -         247.597 (meters)     812.32  (feet)  COMP
 NH0157  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 NH0157
 NH0157  VERT ORDER  -  SECOND    CLASS 0
 NH0157
 NH0157.The horizontal coordinates were scaled from a topographic map and have
 NH0157.an estimated accuracy of +/- 6 seconds.
 NH0157
 NH0157.The orthometric height was determined by differential leveling
 NH0157.and adjusted by the National Geodetic Survey in June 1991..
 NH0157
 NH0157.The geoid height was determined by GEOID03.
 NH0157
 NH0157.The dynamic height is computed by dividing the NAVD 88
 NH0157.geopotential number by the normal gravity value computed on the
 NH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0157.degrees latitude (g = 980.6199 gals.).
 NH0157
 NH0157.The modeled gravity was interpolated from observed gravity values.
 NH0157
 NH0157;                    North         East    Units  Estimated Accuracy
 NH0157;SPC IL E     -   612,370.      302,870.      MT  (+/- 180 meters Scaled)
 NH0157
 NH0157                          SUPERSEDED SURVEY CONTROL
 NH0157
 NH0157  NGVD 29 (??/??/92)  247.733  (m)          812.77   (f) ADJ UNCH    2 0
 NH0157
 NH0157.Superseded values are not recommended for survey control.
 NH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0157.See file dsdata.txt to determine how the superseded data were derived.
 NH0157
 NH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM927708(NAD 83)
 NH0157_MARKER: DB = BENCH MARK DISK
 NH0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0157_SP_SET: CONCRETE WALL
 NH0157_STAMPING: A 227 1960
 NH0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0157
 NH0157  HISTORY     - Date     Condition        Report By
 NH0157  HISTORY     - 1960     MONUMENTED       CGS
 NH0157
 NH0157                          STATION DESCRIPTION
 NH0157
 NH0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0157'1.4 MI N FROM ALGONQUIN.
 NH0157'ABOUT 1.35 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0157'FROM THE STATION AT ALGONQUIN, 0.1 MILE NORTH OF MILEPOLE 54, 75
 NH0157'FEET EAST OF THE EAST RAIL, SET VERTICALLY IN THE WEST FACE OF
 NH0157'THE SOUTHWEST CORNER OF CONCRETE WALL AT A LARGE SAND AND GRAVEL
 NH0157'YARD, 1 1/2 FEET NORTH OF THE SOUTHWEST CORNER, 2 FEET ABOVE
 NH0157'THE LEVEL OF THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 NH0157'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0459 ***********************************************************************
 NH0459  DESIGNATION -  A 228
 NH0459  PID         -  NH0459
 NH0459  STATE/COUNTY-  IL/WINNEBAGO
 NH0459  USGS QUAD   -  WINNEBAGO (1976)
 NH0459
 NH0459                         *CURRENT SURVEY CONTROL
 NH0459  ___________________________________________________________________
 NH0459* NAD 83(1986)-  42 15 53.     (N)    089 11 34.     (W)     SCALED    
 NH0459* NAVD 88     -       246.111  (meters)     807.45   (feet)  ADJUSTED  
 NH0459  ___________________________________________________________________
 NH0459  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH0459  DYNAMIC HT  -         246.031 (meters)     807.19  (feet)  COMP
 NH0459  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 NH0459
 NH0459  VERT ORDER  -  FIRST     CLASS II
 NH0459
 NH0459.The horizontal coordinates were scaled from a topographic map and have
 NH0459.an estimated accuracy of +/- 6 seconds.
 NH0459
 NH0459.The orthometric height was determined by differential leveling
 NH0459.and adjusted by the National Geodetic Survey in June 1991..
 NH0459
 NH0459.The geoid height was determined by GEOID03.
 NH0459
 NH0459.The dynamic height is computed by dividing the NAVD 88
 NH0459.geopotential number by the normal gravity value computed on the
 NH0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0459.degrees latitude (g = 980.6199 gals.).
 NH0459
 NH0459.The modeled gravity was interpolated from observed gravity values.
 NH0459
 NH0459;                    North         East    Units  Estimated Accuracy
 NH0459;SPC IL W     -   621,940.      780,350.      MT  (+/- 180 meters Scaled)
 NH0459
 NH0459                          SUPERSEDED SURVEY CONTROL
 NH0459
 NH0459  NGVD 29 (??/??/92)  246.164  (m)          807.62   (f) ADJ UNCH    1 2
 NH0459
 NH0459.Superseded values are not recommended for survey control.
 NH0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0459.See file dsdata.txt to determine how the superseded data were derived.
 NH0459
 NH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM191814(NAD 83)
 NH0459_MARKER: DB = BENCH MARK DISK
 NH0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0459_STAMPING: A 228 1960
 NH0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0459+STABILITY: SURFACE MOTION
 NH0459
 NH0459  HISTORY     - Date     Condition        Report By
 NH0459  HISTORY     - 1960     MONUMENTED       CGS
 NH0459  HISTORY     - 1971     GOOD             NGS
 NH0459  HISTORY     - 1987     GOOD             USPSQD
 NH0459  HISTORY     - 19970510 GOOD             USPSQD
 NH0459
 NH0459                          STATION DESCRIPTION
 NH0459
 NH0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0459'2.6 MI E FROM WINNEBAGO.
 NH0459'ABOUT 2.55 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0459'FROM THE STATION AT WINNEBAGO, 0.25 MILE EAST OF MILE POST 98,
 NH0459'IN SECTION 11, R 11 E., T 26 N., AT A BLACK TOP ROAD CROSSING,
 NH0459'32 1/2 FEET SOUTH OF SOUTH RAIL, 98 FEET WEST OF CENTER LINE OF
 NH0459'ROAD, 107 FEET SOUTHWEST OF CENTER OF CROSSING, 2 1/2 FEET EAST
 NH0459'OF THE FIRST TELEPHONE POLE WEST OF CROSSING AND IS IN LINE WITH
 NH0459'ROW OF POLES, 2 FEET WEST OF A STEEL WITNESS POST, ABOUT 2 FEET
 NH0459'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 NH0459'PROJECTING 2 INCHES.
 NH0459
 NH0459                          STATION RECOVERY (1971)
 NH0459
 NH0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NH0459'RECOVERED IN GOOD CONDITION.
 NH0459
 NH0459                          STATION RECOVERY (1987)
 NH0459
 NH0459'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0459'RECOVERED IN GOOD CONDITION.
 NH0459
 NH0459                          STATION RECOVERY (1997)
 NH0459
 NH0459'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0876 ***********************************************************************
 LC0876  DESIGNATION -  A 229
 LC0876  PID         -  LC0876
 LC0876  STATE/COUNTY-  IL/WOODFORD
 LC0876  USGS QUAD   -  EL PASO (1995)
 LC0876
 LC0876                         *CURRENT SURVEY CONTROL
 LC0876  ___________________________________________________________________
 LC0876* NAD 83(1986)-  40 41 37.     (N)    089 00 37.     (W)     SCALED    
 LC0876* NAVD 88     -       221.757  (meters)     727.55   (feet)  ADJUSTED  
 LC0876  ___________________________________________________________________
 LC0876  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC0876  DYNAMIC HT  -         221.657 (meters)     727.22  (feet)  COMP
 LC0876  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 LC0876
 LC0876  VERT ORDER  -  FIRST     CLASS I
 LC0876
 LC0876.The horizontal coordinates were scaled from a topographic map and have
 LC0876.an estimated accuracy of +/- 6 seconds.
 LC0876
 LC0876.The orthometric height was determined by differential leveling
 LC0876.and adjusted by the National Geodetic Survey in June 1991..
 LC0876
 LC0876.The geoid height was determined by GEOID03.
 LC0876
 LC0876.The dynamic height is computed by dividing the NAVD 88
 LC0876.geopotential number by the normal gravity value computed on the
 LC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0876.degrees latitude (g = 980.6199 gals.).
 LC0876
 LC0876.The modeled gravity was interpolated from observed gravity values.
 LC0876
 LC0876;                    North         East    Units  Estimated Accuracy
 LC0876;SPC IL W     -   447,650.      797,740.      MT  (+/- 180 meters Scaled)
 LC0876
 LC0876                          SUPERSEDED SURVEY CONTROL
 LC0876
 LC0876  NGVD 29 (??/??/92)  221.797  (m)          727.68   (f) ADJ UNCH    1 1
 LC0876
 LC0876.Superseded values are not recommended for survey control.
 LC0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0876.See file dsdata.txt to determine how the superseded data were derived.
 LC0876
 LC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL301066(NAD 83)
 LC0876_MARKER: DB = BENCH MARK DISK
 LC0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0876_STAMPING: A 229 1960
 LC0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0876+STABILITY: SURFACE MOTION
 LC0876
 LC0876  HISTORY     - Date     Condition        Report By
 LC0876  HISTORY     - 1960     MONUMENTED       CGS
 LC0876  HISTORY     - 1969     GOOD             NGS
 LC0876  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0876
 LC0876                          STATION DESCRIPTION
 LC0876
 LC0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0876'3.1 MI S FROM EL PASO.
 LC0876'ABOUT 3.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0876'THE STATION AT EL PASO, 0.3 MILE SOUTH OF MILEPOST 811, AT THE
 LC0876'CROSSING OF THE RAILROAD AND A PAVED ROAD, 94 1/2 FEET EAST OF THE
 LC0876'EAST RAIL, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 82 FEET
 LC0876'EAST OF A RAILROAD CROSSING SIGN, 9 1/2 FEET NORTH OF A POWER POLE
 LC0876'WHICH IS BRACED BY A GUY WIRE, 7 FEET SOUTH OF THE SOUTH END OF A
 LC0876'FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 LC0876'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 LC0876'OF THE GROUND.  NOTE-- THE MARK IS CHIPPED SLIGHTLY AND FARM
 LC0876'MACHINERY HAS TO STRADDLE THE MARK TO GAIN ENTRANCE TO A FIELD.
 LC0876'SEC 20, T26N, R2E.
 LC0876
 LC0876                          STATION RECOVERY (1998)
 LC0876
 LC0876'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0545 ***********************************************************************
 LC0545  DESIGNATION -  A 23
 LC0545  PID         -  LC0545
 LC0545  STATE/COUNTY-  IL/PIATT
 LC0545  USGS QUAD   -  MANSFIELD (1979)
 LC0545
 LC0545                         *CURRENT SURVEY CONTROL
 LC0545  ___________________________________________________________________
 LC0545* NAD 83(1986)-  40 07 49.     (N)    088 33 31.     (W)     SCALED    
 LC0545* NAVD 88     -       213.707  (meters)     701.14   (feet)  ADJUSTED  
 LC0545  ___________________________________________________________________
 LC0545  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0545  DYNAMIC HT  -         213.602 (meters)     700.79  (feet)  COMP
 LC0545  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 LC0545
 LC0545  VERT ORDER  -  SECOND    CLASS 0
 LC0545
 LC0545.The horizontal coordinates were scaled from a topographic map and have
 LC0545.an estimated accuracy of +/- 6 seconds.
 LC0545
 LC0545.The orthometric height was determined by differential leveling
 LC0545.and adjusted by the National Geodetic Survey in June 1991..
 LC0545
 LC0545.The geoid height was determined by GEOID03.
 LC0545
 LC0545.The dynamic height is computed by dividing the NAVD 88
 LC0545.geopotential number by the normal gravity value computed on the
 LC0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0545.degrees latitude (g = 980.6199 gals.).
 LC0545
 LC0545.The modeled gravity was interpolated from observed gravity values.
 LC0545
 LC0545;                    North         East    Units  Estimated Accuracy
 LC0545;SPC IL E     -   384,490.      280,800.      MT  (+/- 180 meters Scaled)
 LC0545
 LC0545                          SUPERSEDED SURVEY CONTROL
 LC0545
 LC0545  NGVD 29 (??/??/92)  213.773  (m)          701.35   (f) ADJ UNCH    2 0
 LC0545
 LC0545.Superseded values are not recommended for survey control.
 LC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0545.See file dsdata.txt to determine how the superseded data were derived.
 LC0545
 LC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK672433(NAD 83)
 LC0545_MARKER: DB = BENCH MARK DISK
 LC0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0545_SP_SET: CULVERT
 LC0545_STAMPING: A 23 1934
 LC0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0545
 LC0545  HISTORY     - Date     Condition        Report By
 LC0545  HISTORY     - 1934     MONUMENTED       CGS
 LC0545  HISTORY     - 1955     GOOD             NGS
 LC0545
 LC0545                          STATION DESCRIPTION
 LC0545
 LC0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LC0545'1.6 MI S FROM GALESVILLE.
 LC0545'1.6 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 LC0545'GALESVILLE, PIATT COUNTY, 22 POLES SOUTH OF MILEPOST 138, 45
 LC0545'FEET WEST OF THE CENTERLINE OF THE TRACK AT RAILWAY BRIDGE NO.
 LC0545'1385, AT 6-FOOT SQUARE CONCRETE-BOX CULVERT UNDER A ROAD, IN
 LC0545'THE TOP OF THE NORTH END OF THE EAST HEADWALL, AND ABOUT 4 FEET
 LC0545'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 23 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0749 ***********************************************************************
 MF0749  DESIGNATION -  A 230
 MF0749  PID         -  MF0749
 MF0749  STATE/COUNTY-  IL/MARSHALL
 MF0749  USGS QUAD   -  WENONA (1996)
 MF0749
 MF0749                         *CURRENT SURVEY CONTROL
 MF0749  ___________________________________________________________________
 MF0749* NAD 83(1986)-  41 02 33.     (N)    089 02 54.     (W)     SCALED    
 MF0749* NAVD 88     -       213.944  (meters)     701.91   (feet)  ADJUSTED  
 MF0749  ___________________________________________________________________
 MF0749  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MF0749  DYNAMIC HT  -         213.853 (meters)     701.62  (feet)  COMP
 MF0749  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 MF0749
 MF0749  VERT ORDER  -  FIRST     CLASS I
 MF0749
 MF0749.The horizontal coordinates were scaled from a topographic map and have
 MF0749.an estimated accuracy of +/- 6 seconds.
 MF0749
 MF0749.The orthometric height was determined by differential leveling
 MF0749.and adjusted by the National Geodetic Survey in June 1991..
 MF0749
 MF0749.The geoid height was determined by GEOID03.
 MF0749
 MF0749.The dynamic height is computed by dividing the NAVD 88
 MF0749.geopotential number by the normal gravity value computed on the
 MF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0749.degrees latitude (g = 980.6199 gals.).
 MF0749
 MF0749.The modeled gravity was interpolated from observed gravity values.
 MF0749
 MF0749;                    North         East    Units  Estimated Accuracy
 MF0749;SPC IL W     -   486,350.      794,030.      MT  (+/- 180 meters Scaled)
 MF0749
 MF0749                          SUPERSEDED SURVEY CONTROL
 MF0749
 MF0749  NGVD 29 (??/??/92)  213.993  (m)          702.08   (f) ADJ UNCH    1 1
 MF0749
 MF0749.Superseded values are not recommended for survey control.
 MF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0749.See file dsdata.txt to determine how the superseded data were derived.
 MF0749
 MF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL278454(NAD 83)
 MF0749_MARKER: DB = BENCH MARK DISK
 MF0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0749_STAMPING: A 230 1960
 MF0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0749+STABILITY: SURFACE MOTION
 MF0749
 MF0749  HISTORY     - Date     Condition        Report By
 MF0749  HISTORY     - 1960     MONUMENTED       CGS
 MF0749  HISTORY     - 1969     GOOD             NGS
 MF0749  HISTORY     - 19981108 GOOD             USPSQD
 MF0749
 MF0749                          STATION DESCRIPTION
 MF0749
 MF0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0749'0.8 MI S FROM WENONA.
 MF0749'ABOUT 0.75 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0749'THE STATION AT WENONA, 0.2 MILE SOUTH OF MILEPOST 835, AT A CROSSING
 MF0749'OF THE RAILROAD AND A GRAVELED ROAD, 97 FEET EAST OF THE EAST RAIL,
 MF0749'61 FEET NORTH OF THE CENTER LINE OF THE ROAD, 42 FEET NORTH OF THE
 MF0749'MORE WESTERLY OF TWO POWER POLES, 38 1/2 FEET NORTH OF A CORNER
 MF0749'FENCE POST, 1 FOOT WEST OF A FENCE, 2 1/2 FEET SOUTH OF A METAL
 MF0749'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 MF0749'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 MF0749'GROUND.  SEC 24, T30N, R1E
 MF0749
 MF0749                          STATION RECOVERY (1998)
 MF0749
 MF0749'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0404 ***********************************************************************
 MF0404  DESIGNATION -  A 231
 MF0404  PID         -  MF0404
 MF0404  STATE/COUNTY-  IL/LA SALLE
 MF0404  USGS QUAD   -  MARSEILLES (1994)
 MF0404
 MF0404                         *CURRENT SURVEY CONTROL
 MF0404  ___________________________________________________________________
 MF0404* NAD 83(1986)-  41 20 00.     (N)    088 44 10.     (W)     SCALED    
 MF0404* NAVD 88     -       145.584  (meters)     477.64   (feet)  ADJUSTED  
 MF0404  ___________________________________________________________________
 MF0404  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MF0404  DYNAMIC HT  -         145.528 (meters)     477.45  (feet)  COMP
 MF0404  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 MF0404
 MF0404  VERT ORDER  -  FIRST     CLASS II
 MF0404
 MF0404.The horizontal coordinates were scaled from a topographic map and have
 MF0404.an estimated accuracy of +/- 6 seconds.
 MF0404
 MF0404.The orthometric height was determined by differential leveling
 MF0404.and adjusted by the National Geodetic Survey in June 1991..
 MF0404
 MF0404.The geoid height was determined by GEOID03.
 MF0404
 MF0404.The dynamic height is computed by dividing the NAVD 88
 MF0404.geopotential number by the normal gravity value computed on the
 MF0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0404.degrees latitude (g = 980.6199 gals.).
 MF0404
 MF0404.The modeled gravity was interpolated from observed gravity values.
 MF0404
 MF0404;                    North         East    Units  Estimated Accuracy
 MF0404;SPC IL E     -   518,140.      266,280.      MT  (+/- 180 meters Scaled)
 MF0404
 MF0404                          SUPERSEDED SURVEY CONTROL
 MF0404
 MF0404  NGVD 29 (??/??/92)  145.647  (m)          477.84   (f) ADJ UNCH    1 2
 MF0404
 MF0404.Superseded values are not recommended for survey control.
 MF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0404.See file dsdata.txt to determine how the superseded data were derived.
 MF0404
 MF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL547772(NAD 83)
 MF0404_MARKER: DB = BENCH MARK DISK
 MF0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0404_SP_SET: ABUTMENT
 MF0404_STAMPING: A 231 1960
 MF0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0404+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 MF0404
 MF0404  HISTORY     - Date     Condition        Report By
 MF0404  HISTORY     - 1960     MONUMENTED       CGS
 MF0404  HISTORY     - 1989     GOOD             USPSQD
 MF0404  HISTORY     - 19970815 GOOD             USPSQD
 MF0404  HISTORY     - 19980706 GOOD             USPSQD
 MF0404  HISTORY     - 20020930 GOOD             USPSQD
 MF0404
 MF0404                          STATION DESCRIPTION
 MF0404
 MF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0404'1.4 MI NW FROM MARSEILLES.
 MF0404'ABOUT 1.45 MILES NORTHWEST ALONG COMMERCE STREET AND A GRAVEL
 MF0404'ROAD ALONG THE SOUTH SIDE OF ABANDONED ILLINOIS AND MICHIGAN
 MF0404'CANAL FROM THE JUNCTION OF MAIN STREET AT MARSEILLES, IN S-14,
 MF0404'R-4E, T-33N, 58 FEET SOUTH OF THE CENTER LINE OF BRIDGE FOR
 MF0404'CANAL ROAD OVER WALBRIDGE CREEK, IN TOP OF THE SOUTHWEST END
 MF0404'OF TOP STEP OF SOUTHWEST WING WALL FOR WEST CONCRETE
 MF0404'ABUTMENT OF ABANDONED OTTAWA AND PEORIA RAILROAD BRIDGE OVER
 MF0404'WALBRIDGE CREEK, AND ABOUT LEVEL WITH THE ROAD.
 MF0404
 MF0404                          STATION RECOVERY (1989)
 MF0404
 MF0404'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 MF0404'RECOVERED IN GOOD CONDITION.
 MF0404
 MF0404                          STATION RECOVERY (1997)
 MF0404
 MF0404'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0404'RECOVERED IN GOOD CONDITION.
 MF0404
 MF0404                          STATION RECOVERY (1998)
 MF0404
 MF0404'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0404'RECOVERED IN GOOD CONDITION.
 MF0404
 MF0404                          STATION RECOVERY (2002)
 MF0404
 MF0404'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0844 ***********************************************************************
 MF0844  DESIGNATION -  A 232
 MF0844  PID         -  MF0844
 MF0844  STATE/COUNTY-  IL/LA SALLE
 MF0844  USGS QUAD   -  LA SALLE (1993)
 MF0844
 MF0844                         *CURRENT SURVEY CONTROL
 MF0844  ___________________________________________________________________
 MF0844* NAD 83(1986)-  41 20 04.     (N)    089 03 25.     (W)     SCALED    
 MF0844* NAVD 88     -       142.907  (meters)     468.85   (feet)  ADJUSTED  
 MF0844  ___________________________________________________________________
 MF0844  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0844  DYNAMIC HT  -         142.849 (meters)     468.66  (feet)  COMP
 MF0844  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MF0844
 MF0844  VERT ORDER  -  FIRST     CLASS II
 MF0844
 MF0844.The horizontal coordinates were scaled from a topographic map and have
 MF0844.an estimated accuracy of +/- 6 seconds.
 MF0844
 MF0844.The orthometric height was determined by differential leveling
 MF0844.and adjusted by the National Geodetic Survey in June 1991..
 MF0844
 MF0844.The geoid height was determined by GEOID03.
 MF0844
 MF0844.The dynamic height is computed by dividing the NAVD 88
 MF0844.geopotential number by the normal gravity value computed on the
 MF0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0844.degrees latitude (g = 980.6199 gals.).
 MF0844
 MF0844.The modeled gravity was interpolated from observed gravity values.
 MF0844
 MF0844;                    North         East    Units  Estimated Accuracy
 MF0844;SPC IL E     -   518,440.      239,430.      MT  (+/- 180 meters Scaled)
 MF0844
 MF0844                          SUPERSEDED SURVEY CONTROL
 MF0844
 MF0844  NGVD 29 (??/??/92)  142.973  (m)          469.07   (f) ADJ UNCH    1 2
 MF0844
 MF0844.Superseded values are not recommended for survey control.
 MF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0844.See file dsdata.txt to determine how the superseded data were derived.
 MF0844
 MF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL278779(NAD 83)
 MF0844_MARKER: DB = BENCH MARK DISK
 MF0844_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MF0844_SP_SET: UNSPEICIFIED ROCK
 MF0844_STAMPING: A 232 1960
 MF0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0844
 MF0844  HISTORY     - Date     Condition        Report By
 MF0844  HISTORY     - 1960     MONUMENTED       CGS
 MF0844  HISTORY     - 19970820 MARK NOT FOUND   USPSQD
 MF0844  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0844
 MF0844                          STATION DESCRIPTION
 MF0844
 MF0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0844'1.5 MI E FROM LA SALLE.
 MF0844'ABOUT 1.5 MILES EAST ALONG ROAD ALONG SOUTH SIDE OF ABANDONED
 MF0844'ILLINOIS AND MICHIGAN CANAL FROM ILLINOIS CENTRAL RAILROAD
 MF0844'OVERPASS OVER CANAL ROAD AND CHICAGO, ROCK ISLAND AND PACIFIC
 MF0844'RAILROAD AT LA SALLE, AT SPLIT ROCK, IN S-13, R-1E, T-33N,
 MF0844'0.95 MILE EAST OF SPLIT ROCK ROD AND GUN CLUB, 0.4 MILE EAST
 MF0844'OF CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD MILEPOST 97, ACROSS
 MF0844'RAILROAD AND CANAL AND TOWPATH ROAD FROM AN ABANDONED RAILROAD
 MF0844'TUNNEL, 7 1/2 FEET SOUTH OF FOOT-HIGH SANDSTONE ROCK, 10 1/2
 MF0844'FEET EAST OF NORTHWEST CORNER OF ROCK, AND 3 1/2 FEET ABOVE
 MF0844'THE LEVEL OF GROUND AND ROAD.
 MF0844
 MF0844                          STATION RECOVERY (1997)
 MF0844
 MF0844'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0844'MARK NOT FOUND.
 MF0844
 MF0844                          STATION RECOVERY (2002)
 MF0844
 MF0844'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0767 ***********************************************************************
 MF0767  DESIGNATION -  A 233
 MF0767  PID         -  MF0767
 MF0767  STATE/COUNTY-  IL/MARSHALL
 MF0767  USGS QUAD   -  HENRY (1972)
 MF0767
 MF0767                         *CURRENT SURVEY CONTROL
 MF0767  ___________________________________________________________________
 MF0767* NAD 83(1986)-  41 06 16.     (N)    089 22 29.     (W)     SCALED    
 MF0767* NAVD 88     -       148.807  (meters)     488.21   (feet)  ADJUSTED  
 MF0767  ___________________________________________________________________
 MF0767  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0767  DYNAMIC HT  -         148.744 (meters)     488.00  (feet)  COMP
 MF0767  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 MF0767
 MF0767  VERT ORDER  -  FIRST     CLASS II
 MF0767
 MF0767.The horizontal coordinates were scaled from a topographic map and have
 MF0767.an estimated accuracy of +/- 6 seconds.
 MF0767
 MF0767.The orthometric height was determined by differential leveling
 MF0767.and adjusted by the National Geodetic Survey in June 1991..
 MF0767
 MF0767.The geoid height was determined by GEOID03.
 MF0767
 MF0767.The dynamic height is computed by dividing the NAVD 88
 MF0767.geopotential number by the normal gravity value computed on the
 MF0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0767.degrees latitude (g = 980.6199 gals.).
 MF0767
 MF0767.The modeled gravity was interpolated from observed gravity values.
 MF0767
 MF0767;                    North         East    Units  Estimated Accuracy
 MF0767;SPC IL W     -   492,930.      766,520.      MT  (+/- 180 meters Scaled)
 MF0767
 MF0767                          SUPERSEDED SURVEY CONTROL
 MF0767
 MF0767  NGVD 29 (??/??/92)  148.876  (m)          488.44   (f) ADJ UNCH    1 2
 MF0767
 MF0767.Superseded values are not recommended for survey control.
 MF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0767.See file dsdata.txt to determine how the superseded data were derived.
 MF0767
 MF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL005530(NAD 83)
 MF0767_MARKER: DB = BENCH MARK DISK
 MF0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0767_STAMPING: A 233 1960
 MF0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0767+STABILITY: SURFACE MOTION
 MF0767
 MF0767  HISTORY     - Date     Condition        Report By
 MF0767  HISTORY     - 1960     MONUMENTED       CGS
 MF0767  HISTORY     - 19981107 MARK NOT FOUND   USPSQD
 MF0767
 MF0767                          STATION DESCRIPTION
 MF0767
 MF0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0767'0.6 MI SW FROM HENRY.
 MF0767'ABOUT 0.55 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 MF0767'PACIFIC RAILROAD FROM THE STATION AT HENRY, 0.25 MILE SOUTHWEST
 MF0767'OF MILE POST 128, 46 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 MF0767'MAIN TRACK, IN SECTION 20, R 10 E, T 13 N, 1 FOOT NORTHWEST OF
 MF0767'A FENCE LINE, 17 FEET EAST-NORTHEAST OF MILEAGE POLE NO. 128+10,
 MF0767'4 1/2 FEET SOUTHWEST OF A FENCE CORNER, 1.8 FEET WEST-SOUTHWEST
 MF0767'OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK
 MF0767'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MF0767
 MF0767                          STATION RECOVERY (1998)
 MF0767
 MF0767'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1362 ***********************************************************************
 LC1362  DESIGNATION -  A 234
 LC1362  PID         -  LC1362
 LC1362  STATE/COUNTY-  IL/PEORIA
 LC1362  USGS QUAD   -  SPRING BAY (1996)
 LC1362
 LC1362                         *CURRENT SURVEY CONTROL
 LC1362  ___________________________________________________________________
 LC1362* NAD 83(1986)-  40 51 11.     (N)    089 31 58.     (W)     SCALED    
 LC1362* NAVD 88     -       145.590  (meters)     477.66   (feet)  ADJUSTED  
 LC1362  ___________________________________________________________________
 LC1362  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1362  DYNAMIC HT  -         145.525 (meters)     477.44  (feet)  COMP
 LC1362  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 LC1362
 LC1362  VERT ORDER  -  FIRST     CLASS II
 LC1362
 LC1362.The horizontal coordinates were scaled from a topographic map and have
 LC1362.an estimated accuracy of +/- 6 seconds.
 LC1362
 LC1362.The orthometric height was determined by differential leveling
 LC1362.and adjusted by the National Geodetic Survey in June 1991..
 LC1362
 LC1362.The geoid height was determined by GEOID03.
 LC1362
 LC1362.The dynamic height is computed by dividing the NAVD 88
 LC1362.geopotential number by the normal gravity value computed on the
 LC1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1362.degrees latitude (g = 980.6199 gals.).
 LC1362
 LC1362.The modeled gravity was interpolated from observed gravity values.
 LC1362
 LC1362;                    North         East    Units  Estimated Accuracy
 LC1362;SPC IL W     -   464,900.      753,450.      MT  (+/- 180 meters Scaled)
 LC1362
 LC1362                          SUPERSEDED SURVEY CONTROL
 LC1362
 LC1362  NGVD 29 (??/??/92)  145.675  (m)          477.94   (f) ADJ UNCH    1 2
 LC1362
 LC1362.Superseded values are not recommended for survey control.
 LC1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1362.See file dsdata.txt to determine how the superseded data were derived.
 LC1362
 LC1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL865255(NAD 83)
 LC1362_MARKER: DB = BENCH MARK DISK
 LC1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1362_SP_SET: CULVERT
 LC1362_STAMPING: A 234 1960
 LC1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1362
 LC1362  HISTORY     - Date     Condition        Report By
 LC1362  HISTORY     - 1960     MONUMENTED       CGS
 LC1362  HISTORY     - 19990131 GOOD             USPSQD
 LC1362
 LC1362                          STATION DESCRIPTION
 LC1362
 LC1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1362'5.2 MI SW FROM CHILLICOTHE.
 LC1362'ABOUT 5.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 LC1362'PACIFIC RAILROAD FROM THE STATION AT CHILLICOTHE, 0.1 MILE NORTH
 LC1362'OF MILE POST 148, ALONG STATE HIGHWAY 29, ACROSS TRACK AND HIGHWAY
 LC1362'29 FROM MILEAGE POLE NO. 147+38, 0.45 MILE NORTHEAST OF CROSSING
 LC1362'OF RAILROAD AND OLD HIGHWAY, 0.35 MILE NORTHEAST OF JUNCTION OF
 LC1362'HIGHWAY AND A ROAD LEADING WEST, IN SECTION 13, R 8 E, T 10 N, 30
 LC1362'FEET NORTHWEST OF CENTER LINE OF SOUTH BOUND LANE OF DIVIDED
 LC1362'4-LANE HIGHWAY, 64 1/2 FEET SOUTHWEST OF CENTER LINE OF SERVICE
 LC1362'ROAD PARALLEL TO HIGHWAY, 27 YARDS WEST OF CENTER OF A CONNECTING
 LC1362'DRIVE BETWEEN LANES OF HIGHWAY, IN THE TOP OF SOUTH END OF WEST
 LC1362'HEAD WALL AND WING WALL ASSEMBLY OF A 30-INCH PIPE CULVERT UNDER
 LC1362'HIGHWAY 29.
 LC1362
 LC1362                          STATION RECOVERY (1999)
 LC1362
 LC1362'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1325 ***********************************************************************
 LC1325  DESIGNATION -  A 235
 LC1325  PID         -  LC1325
 LC1325  STATE/COUNTY-  IL/PEORIA
 LC1325  USGS QUAD   -  PEORIA EAST (1996)
 LC1325
 LC1325                         *CURRENT SURVEY CONTROL
 LC1325  ___________________________________________________________________
 LC1325* NAD 83(1986)-  40 42 50.     (N)    089 33 39.     (W)     SCALED    
 LC1325* NAVD 88     -       148.511  (meters)     487.24   (feet)  ADJUSTED  
 LC1325  ___________________________________________________________________
 LC1325  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LC1325  DYNAMIC HT  -         148.443 (meters)     487.02  (feet)  COMP
 LC1325  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 LC1325
 LC1325  VERT ORDER  -  FIRST     CLASS II
 LC1325
 LC1325.The horizontal coordinates were scaled from a topographic map and have
 LC1325.an estimated accuracy of +/- 6 seconds.
 LC1325
 LC1325.The orthometric height was determined by differential leveling
 LC1325.and adjusted by the National Geodetic Survey in June 1991..
 LC1325
 LC1325.The geoid height was determined by GEOID03.
 LC1325
 LC1325.The dynamic height is computed by dividing the NAVD 88
 LC1325.geopotential number by the normal gravity value computed on the
 LC1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1325.degrees latitude (g = 980.6199 gals.).
 LC1325
 LC1325.The modeled gravity was interpolated from observed gravity values.
 LC1325
 LC1325;                    North         East    Units  Estimated Accuracy
 LC1325;SPC IL W     -   449,430.      751,190.      MT  (+/- 180 meters Scaled)
 LC1325
 LC1325                          SUPERSEDED SURVEY CONTROL
 LC1325
 LC1325  NGVD 29 (??/??/92)  148.601  (m)          487.54   (f) ADJ UNCH    1 2
 LC1325
 LC1325.Superseded values are not recommended for survey control.
 LC1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1325.See file dsdata.txt to determine how the superseded data were derived.
 LC1325
 LC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL836101(NAD 83)
 LC1325_MARKER: DB = BENCH MARK DISK
 LC1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1325_SP_SET: BUILDING
 LC1325_STAMPING: A 235 1960
 LC1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1325
 LC1325  HISTORY     - Date     Condition        Report By
 LC1325  HISTORY     - 1960     MONUMENTED       CGS
 LC1325  HISTORY     - 1977     GOOD             LOCENG
 LC1325  HISTORY     - 19990131 GOOD             USPSQD
 LC1325
 LC1325                          STATION DESCRIPTION
 LC1325
 LC1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1325'AT PEORIA.
 LC1325'AT PEORIA, ABOUT 2.45 MILES NORTHEAST ALONG THE CHICAGO, ROCK
 LC1325'ISLAND AND PACIFIC RAILROAD FROM THE PASSENGER STATION, THENCE
 LC1325'88 YARDS WEST ALONG ALEXANDER AVENUE, AT INTERSECTION OF
 LC1325'ALEXANDER AVENE AND NE ADAMS STREET, IN SECTION 35, R 8 E, T 9 N,
 LC1325'SET VERTICALLY IN THE SOUTH FACE OF 2-STORY PART OF BRICK AND
 LC1325'GLASS BUILDING OCCUPIED BY OFFICE AND WAREHOUSE OF CONNOR
 LC1325'WHOLESALE COMPANY, 5 FEET NORTH OF NORTH CURB LINE OF ALEXANDER
 LC1325'AVENUE, 6 FEET EAST OF EAST CURB OF NE ADAMS STREET, 2 FEET
 LC1325'EAST OF SOUTHWEST CORNER OF BUILDING AND 2 1/2 FEET ABOVE LEVEL
 LC1325'OF SIDE WALK.
 LC1325
 LC1325                          STATION RECOVERY (1977)
 LC1325
 LC1325'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1325'RECOVERED IN GOOD CONDITION.
 LC1325
 LC1325                          STATION RECOVERY (1999)
 LC1325
 LC1325'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0573 ***********************************************************************
 MF0573  DESIGNATION -  A 236
 MF0573  PID         -  MF0573
 MF0573  STATE/COUNTY-  IL/LEE
 MF0573  USGS QUAD   -  STEWARD (1993)
 MF0573
 MF0573                         *CURRENT SURVEY CONTROL
 MF0573  ___________________________________________________________________
 MF0573* NAD 83(1986)-  41 46 42.     (N)    089 02 03.     (W)     SCALED    
 MF0573* NAVD 88     -       247.232  (meters)     811.13   (feet)  ADJUSTED  
 MF0573  ___________________________________________________________________
 MF0573  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0573  DYNAMIC HT  -         247.141 (meters)     810.83  (feet)  COMP
 MF0573  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 MF0573
 MF0573  VERT ORDER  -  FIRST     CLASS I
 MF0573
 MF0573.The horizontal coordinates were scaled from a topographic map and have
 MF0573.an estimated accuracy of +/- 6 seconds.
 MF0573
 MF0573.The orthometric height was determined by differential leveling
 MF0573.and adjusted by the National Geodetic Survey in June 1991..
 MF0573
 MF0573.The geoid height was determined by GEOID03.
 MF0573
 MF0573.The dynamic height is computed by dividing the NAVD 88
 MF0573.geopotential number by the normal gravity value computed on the
 MF0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0573.degrees latitude (g = 980.6199 gals.).
 MF0573
 MF0573.The modeled gravity was interpolated from observed gravity values.
 MF0573
 MF0573;                    North         East    Units  Estimated Accuracy
 MF0573;SPC IL W     -   568,080.      794,150.      MT  (+/- 180 meters Scaled)
 MF0573
 MF0573                          SUPERSEDED SURVEY CONTROL
 MF0573
 MF0573  NGVD 29 (??/??/92)  247.275  (m)          811.27   (f) ADJ UNCH    1 1
 MF0573
 MF0573.Superseded values are not recommended for survey control.
 MF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0573.See file dsdata.txt to determine how the superseded data were derived.
 MF0573
 MF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM309271(NAD 83)
 MF0573_MARKER: DB = BENCH MARK DISK
 MF0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0573_SP_SET: 30 1/2 FEET
 MF0573_STAMPING: A 236 1960
 MF0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0573
 MF0573  HISTORY     - Date     Condition        Report By
 MF0573  HISTORY     - 1960     MONUMENTED       CGS
 MF0573  HISTORY     - 1969     GOOD             NGS
 MF0573  HISTORY     - 19950818 GOOD             USPSQD
 MF0573  HISTORY     - 20020123 GOOD             NGS
 MF0573  HISTORY     - 20030628 GOOD             USPSQD
 MF0573
 MF0573                          STATION DESCRIPTION
 MF0573
 MF0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0573'10.7 MI S FROM ROCHELLE.
 MF0573'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND
 MF0573'QUINCY RAILROAD FROM THE STATION AT ROCHELLE, THENCE 5.15 MILES
 MF0573'SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0573'RAILROAD, 0.2 MILE SOUTH OF THE MORE NORTHERLY OF 2 GRAIN
 MF0573'ELEVATORS AT SCARBORO, 122 YARDS WEST OF THE WEST RAIL OF THE
 MF0573'TRACK, 216 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MF0573'UNITED METHODIST CHURCH AT SCARBORO, 38 1/2 FEET WEST OF THE
 MF0573'CENTER LINE OF A PAVED ROAD, 82 1/2 FEET SOUTHEAST OF THE
 MF0573'SOUTHEAST CORNER OF A FRAME HOUSE, 13 FEET NORTH OF A TELEPHONE
 MF0573'POLE WHICH IS BRACED BY A GUY WIRE, 3 1/2 FEET SOUTH OF A
 MF0573'CORNER FENCE POST, 12 1/2 FEET NORTH OF UNDERGROUND TELEPHONE
 MF0573'CABLE MARKER NUMBER 9, 1 1/2 FEET EAST OF A FENCE, 1.0 FOOT
 MF0573'NORTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 MF0573'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 MF0573'IS DRIVEN TO A DEPTH OF 30 1/2 FEET AND IS ENCASED IN A 6-INCH
 MF0573'TILE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 MF0573'SEC 8, T38N, R 2E.
 MF0573
 MF0573                          STATION RECOVERY (1995)
 MF0573
 MF0573'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0573'RECOVERED IN GOOD CONDITION.
 MF0573
 MF0573                          STATION RECOVERY (2002)
 MF0573
 MF0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0573
 MF0573                          STATION RECOVERY (2003)
 MF0573
 MF0573'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0757 ***********************************************************************
 MF0757  DESIGNATION -  A 237
 MF0757  PID         -  MF0757
 MF0757  STATE/COUNTY-  IL/MARSHALL
 MF0757  USGS QUAD   -  LACON (1972)
 MF0757
 MF0757                         *CURRENT SURVEY CONTROL
 MF0757  ___________________________________________________________________
 MF0757* NAD 83(1986)-  41 01 39.     (N)    089 26 16.     (W)     SCALED    
 MF0757* NAVD 88     -       140.729  (meters)     461.71   (feet)  ADJUSTED  
 MF0757  ___________________________________________________________________
 MF0757  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0757  DYNAMIC HT  -         140.668 (meters)     461.51  (feet)  COMP
 MF0757  MODELED GRAV-     980,190.8   (mgal)                       NAVD 88
 MF0757
 MF0757  VERT ORDER  -  FIRST     CLASS II
 MF0757
 MF0757.The horizontal coordinates were scaled from a topographic map and have
 MF0757.an estimated accuracy of +/- 6 seconds.
 MF0757
 MF0757.The orthometric height was determined by differential leveling
 MF0757.and adjusted by the National Geodetic Survey in June 1991..
 MF0757
 MF0757.The geoid height was determined by GEOID03.
 MF0757
 MF0757.The dynamic height is computed by dividing the NAVD 88
 MF0757.geopotential number by the normal gravity value computed on the
 MF0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0757.degrees latitude (g = 980.6199 gals.).
 MF0757
 MF0757.The modeled gravity was interpolated from observed gravity values.
 MF0757
 MF0757;                    North         East    Units  Estimated Accuracy
 MF0757;SPC IL W     -   484,340.      761,300.      MT  (+/- 180 meters Scaled)
 MF0757
 MF0757                          SUPERSEDED SURVEY CONTROL
 MF0757
 MF0757  NGVD 29 (??/??/92)  140.799  (m)          461.94   (f) ADJ UNCH    1 2
 MF0757
 MF0757.Superseded values are not recommended for survey control.
 MF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0757.See file dsdata.txt to determine how the superseded data were derived.
 MF0757
 MF0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL950446(NAD 83)
 MF0757_MARKER: DB = BENCH MARK DISK
 MF0757_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0757_SP_SET: 16 FEET
 MF0757_STAMPING: A 237 1960
 MF0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0757
 MF0757  HISTORY     - Date     Condition        Report By
 MF0757  HISTORY     - 1960     MONUMENTED       CGS
 MF0757  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 MF0757
 MF0757                          STATION DESCRIPTION
 MF0757
 MF0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0757'AT SPARLAND.
 MF0757'AT SPARLAND, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MF0757'AT THE CROSSING OF STATE HIGHWAY 17, 83 1/2 FEET SOUTHEAST AND
 MF0757'ACROSS TRACK FROM THE SOUTHEAST CORNER OF STATION, 31 FEET EAST OF
 MF0757'EAST RAIL OF MAIN TRACK, 72 FEET NORTH OF CENTER LINE OF HIGHWAY,
 MF0757'53 FEET NORTHEAST OF STEEL POST SUPPORTING FLASHING CROSSING
 MF0757'SIGNAL, 1 1/2 FEET NORTH OF A TELEPHONE POLE, 1 FOOT SOUTHWEST
 MF0757'OF A STEEL WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND IS
 MF0757'A DISK ON COPPER COATED STEEL ROD PROJECTING 2 INCHES AND
 MF0757'PROJECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS
 MF0757'DRIVEN TO REFUSAL AT A DEPTH OF 16 FEET.
 MF0757
 MF0757                          STATION RECOVERY (1998)
 MF0757
 MF0757'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1240 ***********************************************************************
 LC1240  DESIGNATION -  A 238
 LC1240  PID         -  LC1240
 LC1240  STATE/COUNTY-  IL/MASON
 LC1240  USGS QUAD   -  DUCK ISLAND (1996)
 LC1240
 LC1240                         *CURRENT SURVEY CONTROL
 LC1240  ___________________________________________________________________
 LC1240* NAD 83(1986)-  40 26 09.     (N)    089 53 07.     (W)     SCALED    
 LC1240* NAVD 88     -       156.160  (meters)     512.33   (feet)  ADJUSTED  
 LC1240  ___________________________________________________________________
 LC1240  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LC1240  DYNAMIC HT  -         156.085 (meters)     512.09  (feet)  COMP
 LC1240  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 LC1240
 LC1240  VERT ORDER  -  FIRST     CLASS II
 LC1240
 LC1240.The horizontal coordinates were scaled from a topographic map and have
 LC1240.an estimated accuracy of +/- 6 seconds.
 LC1240
 LC1240.The orthometric height was determined by differential leveling
 LC1240.and adjusted by the National Geodetic Survey in June 1991..
 LC1240
 LC1240.The geoid height was determined by GEOID03.
 LC1240
 LC1240.The dynamic height is computed by dividing the NAVD 88
 LC1240.geopotential number by the normal gravity value computed on the
 LC1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1240.degrees latitude (g = 980.6199 gals.).
 LC1240
 LC1240.The modeled gravity was interpolated from observed gravity values.
 LC1240
 LC1240;                    North         East    Units  Estimated Accuracy
 LC1240;SPC IL W     -   418,420.      723,870.      MT  (+/- 180 meters Scaled)
 LC1240
 LC1240                          SUPERSEDED SURVEY CONTROL
 LC1240
 LC1240  NGVD 29 (??/??/92)  156.265  (m)          512.68   (f) ADJ UNCH    1 2
 LC1240
 LC1240.Superseded values are not recommended for survey control.
 LC1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1240.See file dsdata.txt to determine how the superseded data were derived.
 LC1240
 LC1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK552801(NAD 83)
 LC1240_MARKER: DB = BENCH MARK DISK
 LC1240_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC1240_SP_SET: 48FEET
 LC1240_STAMPING: A 238 1961
 LC1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1240+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002
 LC1240
 LC1240  HISTORY     - Date     Condition        Report By
 LC1240  HISTORY     - 1961     MONUMENTED       CGS
 LC1240  HISTORY     - 20021122 GOOD             DUCKS
 LC1240
 LC1240                          STATION DESCRIPTION
 LC1240
 LC1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1240'6 MI W FROM MANITO.
 LC1240'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE ILLINOIS AND CHICAGO
 LC1240'MIDLAND RAILWAY STATION AT MANITO, THENCE 0.65 MILE NORTH ALONG
 LC1240'A BLACK TOP ROAD, THENCE 5.3 MILES WEST ALONG THE COUNTY LINE
 LC1240'ROAD, ON THE MASON COUNTY SIDE OF THE ROAD, NEAR THE JUNCTION
 LC1240'OF A ROAD LEADING NORTH, 31 FEET SOUTH OF THE CENTER LINE OF THE
 LC1240'COUNTY LINE ROAD, 108 FEET WEST OF THE EXTENDED CENTER LINE OF
 LC1240'THE ROAD LEADING NORTH, 15 FEET WEST OF A 24-INCH WALNUT TREE
 LC1240'WHICH IS NEAR THE NORTHWEST CORNER OF AN OLD GARAGE, 1 FOOT NORTH
 LC1240'OF A FENCE LINE, 1 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT
 LC1240'LEVEL WITH THE COUNTY LINE ROAD, A DISK ON THE TOP OF A COPPER
 LC1240'COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH
 LC1240'TILE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 LC1240'ROD WAS DRIVEN TO A DEPTH OF 48 FEET.
 LC1240
 LC1240                          STATION RECOVERY (2002)
 LC1240
 LC1240'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GHB)
 LC1240'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1227 ***********************************************************************
 LC1227  DESIGNATION -  A 239
 LC1227  PID         -  LC1227
 LC1227  STATE/COUNTY-  IL/MASON
 LC1227  USGS QUAD   -  DUCK ISLAND (1996)
 LC1227
 LC1227                         *CURRENT SURVEY CONTROL
 LC1227  ___________________________________________________________________
 LC1227* NAD 83(1986)-  40 23 05.     (N)    089 57 03.     (W)     SCALED    
 LC1227* NAVD 88     -       143.525  (meters)     470.88   (feet)  ADJUSTED  
 LC1227  ___________________________________________________________________
 LC1227  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC1227  DYNAMIC HT  -         143.455 (meters)     470.65  (feet)  COMP
 LC1227  MODELED GRAV-     980,134.6   (mgal)                       NAVD 88
 LC1227
 LC1227  VERT ORDER  -  FIRST     CLASS II
 LC1227
 LC1227.The horizontal coordinates were scaled from a topographic map and have
 LC1227.an estimated accuracy of +/- 6 seconds.
 LC1227
 LC1227.The orthometric height was determined by differential leveling
 LC1227.and adjusted by the National Geodetic Survey in June 1991..
 LC1227
 LC1227.The geoid height was determined by GEOID03.
 LC1227
 LC1227.The dynamic height is computed by dividing the NAVD 88
 LC1227.geopotential number by the normal gravity value computed on the
 LC1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1227.degrees latitude (g = 980.6199 gals.).
 LC1227
 LC1227.The modeled gravity was interpolated from observed gravity values.
 LC1227
 LC1227;                    North         East    Units  Estimated Accuracy
 LC1227;SPC IL W     -   412,730.      718,330.      MT  (+/- 180 meters Scaled)
 LC1227
 LC1227                          SUPERSEDED SURVEY CONTROL
 LC1227
 LC1227  NGVD 29 (??/??/92)  143.634  (m)          471.24   (f) ADJ UNCH    1 2
 LC1227
 LC1227.Superseded values are not recommended for survey control.
 LC1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1227.See file dsdata.txt to determine how the superseded data were derived.
 LC1227
 LC1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK495746(NAD 83)
 LC1227_MARKER: DB = BENCH MARK DISK
 LC1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1227_STAMPING: A 239 1961
 LC1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1227+STABILITY: SURFACE MOTION
 LC1227
 LC1227  HISTORY     - Date     Condition        Report By
 LC1227  HISTORY     - 1961     MONUMENTED       CGS
 LC1227
 LC1227                          STATION DESCRIPTION
 LC1227
 LC1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1227'9.3 MI W FROM FOREST CITY.
 LC1227'ABOUT 6.5 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 LC1227'OFFICE AT FOREST CITY, THENCE 2.8 MILES NORTH ALONG A GRAVEL
 LC1227'ROAD, AT THE T JUNCTION OF A ROAD LEADING WEST, 31 FEET SOUTH
 LC1227'OF THE CENTER LINE OF THE EAST-WEST ROAD, 65 FEET WEST OF THE
 LC1227'CENTER LINE OF THE NORTH-SOUTH ROAD, 34 1/2 FEET WEST OF POWER
 LC1227'LINE POLE NO. A 33, 3 FEET WEST OF A METAL WITNESS POST, 2 FEET
 LC1227'ABOVE THE LEVEL OF THE EAST-WEST ROAD, SET IN THE TOP OF A
 LC1227'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LC1227'NOTE-- BENCH MARK Z 238 1961 DESCRIBED MAY BE REACHED FROM THIS
 LC1227'MARK BY GOING NORTH 0.5 MILE ALONG SAND ROAD, THENCE 0.4 MILE
 LC1227'EAST ALONG SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1786 ***********************************************************************
 LB1786  DESIGNATION -  A 24
 LB1786  PID         -  LB1786
 LB1786  STATE/COUNTY-  IL/CHAMPAIGN
 LB1786  USGS QUAD   -  HOMER (1975)
 LB1786
 LB1786                         *CURRENT SURVEY CONTROL
 LB1786  ___________________________________________________________________
 LB1786* NAD 83(1986)-  40 04 58.     (N)    087 57 29.     (W)     SCALED    
 LB1786* NAVD 88     -       203.953  (meters)     669.14   (feet)  ADJUSTED  
 LB1786  ___________________________________________________________________
 LB1786  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LB1786  DYNAMIC HT  -         203.850 (meters)     668.80  (feet)  COMP
 LB1786  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 LB1786
 LB1786  VERT ORDER  -  FIRST     CLASS II
 LB1786
 LB1786.The horizontal coordinates were scaled from a topographic map and have
 LB1786.an estimated accuracy of +/- 6 seconds.
 LB1786
 LB1786.The orthometric height was determined by differential leveling
 LB1786.and adjusted by the National Geodetic Survey in June 1991..
 LB1786
 LB1786.The geoid height was determined by GEOID03.
 LB1786
 LB1786.The dynamic height is computed by dividing the NAVD 88
 LB1786.geopotential number by the normal gravity value computed on the
 LB1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1786.degrees latitude (g = 980.6199 gals.).
 LB1786
 LB1786.The modeled gravity was interpolated from observed gravity values.
 LB1786
 LB1786;                    North         East    Units  Estimated Accuracy
 LB1786;SPC IL E     -   379,260.      332,010.      MT  (+/- 180 meters Scaled)
 LB1786
 LB1786                          SUPERSEDED SURVEY CONTROL
 LB1786
 LB1786  NGVD 29 (??/??/92)  204.004  (m)          669.30   (f) ADJ UNCH    1 2
 LB1786
 LB1786.Superseded values are not recommended for survey control.
 LB1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1786.See file dsdata.txt to determine how the superseded data were derived.
 LB1786
 LB1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK183373(NAD 83)
 LB1786_MARKER: DB = BENCH MARK DISK
 LB1786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1786_SP_SET: CULVERT
 LB1786_STAMPING: A 24 1935
 LB1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1786
 LB1786  HISTORY     - Date     Condition        Report By
 LB1786  HISTORY     - 1935     MONUMENTED       CGS
 LB1786  HISTORY     - 1954     GOOD             NGS
 LB1786  HISTORY     - 1956     GOOD             NGS
 LB1786  HISTORY     - 19980420 MARK NOT FOUND   BCA
 LB1786  HISTORY     - 20051128 MARK NOT FOUND   ILDT
 LB1786
 LB1786                          STATION DESCRIPTION
 LB1786
 LB1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1786'3.3 MI N FROM HOMER.
 LB1786'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CROSSING
 LB1786'OF THE WABASH RAILROAD AT HOMER, ABOUT 2.0 MILES SOUTH OF THE
 LB1786'JUNCTION OF U.S. HIGHWAY 150 AT OGDEN, ABOUT 0.5 MILE NORTH OF A
 LB1786'CROSSROAD AND ELEVATOR, ABOUT 0.1 MILE SOUTH OF A FARM HOUSE
 LB1786'WHICH IS ON WEST SIDE OF HIGHWAY, IN THE TOP AND 3.2 FEET NORTH
 LB1786'OF SOUTH END OF EAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT,
 LB1786'17 FEET EAST OF CENTER LINE OF HIGHWAY AND 1/2 FOOT ABOVE LEVEL
 LB1786'OF HIGHWAY.
 LB1786
 LB1786                          STATION RECOVERY (1956)
 LB1786
 LB1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LB1786'RECOVERED IN GOOD CONDITION.
 LB1786
 LB1786                          STATION RECOVERY (1998)
 LB1786
 LB1786'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LB1786'MARK NOT FOUND.
 LB1786
 LB1786                          STATION RECOVERY (2005)
 LB1786
 LB1786'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB1786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0268 ***********************************************************************
 LD0268  DESIGNATION -  A 240
 LD0268  PID         -  LD0268
 LD0268  STATE/COUNTY-  IL/MASON
 LD0268  USGS QUAD   -  HAVANA (1947)
 LD0268
 LD0268                         *CURRENT SURVEY CONTROL
 LD0268  ___________________________________________________________________
 LD0268* NAD 83(1986)-  40 17 47.     (N)    090 01 05.     (W)     SCALED    
 LD0268* NAVD 88     -       152.074  (meters)     498.93   (feet)  ADJUSTED  
 LD0268  ___________________________________________________________________
 LD0268  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0268  DYNAMIC HT  -         151.999 (meters)     498.68  (feet)  COMP
 LD0268  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 LD0268
 LD0268  VERT ORDER  -  FIRST     CLASS II
 LD0268
 LD0268.The horizontal coordinates were scaled from a topographic map and have
 LD0268.an estimated accuracy of +/- 6 seconds.
 LD0268
 LD0268.The orthometric height was determined by differential leveling
 LD0268.and adjusted by the National Geodetic Survey in June 1991..
 LD0268
 LD0268.The geoid height was determined by GEOID03.
 LD0268
 LD0268.The dynamic height is computed by dividing the NAVD 88
 LD0268.geopotential number by the normal gravity value computed on the
 LD0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0268.degrees latitude (g = 980.6199 gals.).
 LD0268
 LD0268.The modeled gravity was interpolated from observed gravity values.
 LD0268
 LD0268;                    North         East    Units  Estimated Accuracy
 LD0268;SPC IL W     -   402,910.      712,640.      MT  (+/- 180 meters Scaled)
 LD0268
 LD0268                          SUPERSEDED SURVEY CONTROL
 LD0268
 LD0268  NGVD 29 (??/??/92)  152.168  (m)          499.24   (f) ADJ UNCH    1 2
 LD0268
 LD0268.Superseded values are not recommended for survey control.
 LD0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0268.See file dsdata.txt to determine how the superseded data were derived.
 LD0268
 LD0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE534649(NAD 83)
 LD0268_MARKER: DB = BENCH MARK DISK
 LD0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0268_STAMPING: A 240 1961
 LD0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0268+STABILITY: SURFACE MOTION
 LD0268
 LD0268  HISTORY     - Date     Condition        Report By
 LD0268  HISTORY     - 1961     MONUMENTED       CGS
 LD0268  HISTORY     - 20050501 GOOD             ILDT
 LD0268
 LD0268                          STATION DESCRIPTION
 LD0268
 LD0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0268'1.5 MI E FROM HAVANA.
 LD0268'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 136 FROM THE CHICAGO
 LD0268'AND ILLINOIS MIDLAND RAILWAY FREIGHT STATION AT THE EAST EDGE OF
 LD0268'HAVANA, 0.9 MILE EAST OF THE MAIN ENTRANCE TO THE LAUREL HILL
 LD0268'CEMETERY, AT A ROAD CROSSING, 70.5 FEET SOUTH OF THE CENTER LINE
 LD0268'OF THE HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF THE ROAD, 19.8
 LD0268'FEET SOUTH OF A FENCE CORNER, 1.5 FEET EAST OF A FENCE LINE, 2.5
 LD0268'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 LD0268'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 LD0268'LEVEL OF THE GROUND.
 LD0268
 LD0268                          STATION RECOVERY (2005)
 LD0268
 LD0268'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (FJH)
 LD0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0181 ***********************************************************************
 JC0181  DESIGNATION -  A 241
 JC0181  PID         -  JC0181
 JC0181  STATE/COUNTY-  IL/JERSEY
 JC0181  USGS QUAD   -  GRAFTON (1990)
 JC0181
 JC0181                         *CURRENT SURVEY CONTROL
 JC0181  ___________________________________________________________________
 JC0181* NAD 83(1986)-  38 58 12.     (N)    090 26 22.     (W)     SCALED    
 JC0181* NAVD 88     -       136.356  (meters)     447.36   (feet)  ADJUSTED  
 JC0181  ___________________________________________________________________
 JC0181  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JC0181  DYNAMIC HT  -         136.273 (meters)     447.09  (feet)  COMP
 JC0181  MODELED GRAV-     980,016.5   (mgal)                       NAVD 88
 JC0181
 JC0181  VERT ORDER  -  FIRST     CLASS II
 JC0181
 JC0181.The horizontal coordinates were scaled from a topographic map and have
 JC0181.an estimated accuracy of +/- 6 seconds.
 JC0181
 JC0181.The orthometric height was determined by differential leveling
 JC0181.and adjusted by the National Geodetic Survey in June 1991..
 JC0181
 JC0181.The geoid height was determined by GEOID03.
 JC0181
 JC0181.The dynamic height is computed by dividing the NAVD 88
 JC0181.geopotential number by the normal gravity value computed on the
 JC0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0181.degrees latitude (g = 980.6199 gals.).
 JC0181
 JC0181.The modeled gravity was interpolated from observed gravity values.
 JC0181
 JC0181;                    North         East    Units  Estimated Accuracy
 JC0181;SPC IL W     -   255,670.      676,360.      MT  (+/- 180 meters Scaled)
 JC0181
 JC0181                          SUPERSEDED SURVEY CONTROL
 JC0181
 JC0181  NGVD 29 (??/??/92)  136.478  (m)          447.76   (f) ADJ UNCH    1 2
 JC0181
 JC0181.Superseded values are not recommended for survey control.
 JC0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0181.See file dsdata.txt to determine how the superseded data were derived.
 JC0181
 JC0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD218165(NAD 83)
 JC0181_MARKER: DB = BENCH MARK DISK
 JC0181_SETTING: 66 = SET IN ROCK OUTCROP
 JC0181_SP_SET: ROCK LEDGE
 JC0181_STAMPING: A 241 1961
 JC0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0181+STABILITY: POSITION/ELEVATION WELL
 JC0181
 JC0181  HISTORY     - Date     Condition        Report By
 JC0181  HISTORY     - 1961     MONUMENTED       CGS
 JC0181  HISTORY     - 19990306 GOOD             USPSQD
 JC0181  HISTORY     - 20010331 GOOD             NGS
 JC0181  HISTORY     - 20010331 GOOD             NGS
 JC0181
 JC0181                          STATION DESCRIPTION
 JC0181
 JC0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0181'AT GRAFTON.
 JC0181'AT GRAFTON, ABOUT 0.55 MILE WEST ALONG MAIN STREET FROM THE POST
 JC0181'OFFICE, 68 YARDS WEST OF THE SOUTHWEST CORNER OF THE BRICK
 JC0181'PORTION OF THE SCHOOL, SET ON TOP OF A ROCK LEDGE 25 FEET LONG
 JC0181'AND 2 1/2 FEET HIGH, 23 FEET NORTH OF THE NORTH CURB LINE OF
 JC0181'MAIN STREET, (STATE HIGHWAY 100 AT THIS POINT), 4 FEET EAST OF
 JC0181'THE WEST END OF THE LEDGE, 1 1/2 FEET NORTH OF THE SOUTH EDGE
 JC0181'OF THE LEDGE AND 6 FEET ABOVE THE LEVEL OF THE STREET.
 JC0181
 JC0181                          STATION RECOVERY (1999)
 JC0181
 JC0181'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0181'RECOVERED IN GOOD CONDITION.
 JC0181
 JC0181                          STATION RECOVERY (2001)
 JC0181
 JC0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0181'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0181
 JC0181                          STATION RECOVERY (2001)
 JC0181
 JC0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0181'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0133 ***********************************************************************
 KC0133  DESIGNATION -  A 242
 KC0133  PID         -  KC0133
 KC0133  STATE/COUNTY-  IL/JERSEY
 KC0133  USGS QUAD   -  HARDIN (1978)
 KC0133
 KC0133                         *CURRENT SURVEY CONTROL
 KC0133  ___________________________________________________________________
 KC0133* NAD 83(1986)-  39 09 45.     (N)    090 33 22.     (W)     SCALED    
 KC0133* NAVD 88     -       149.735  (meters)     491.26   (feet)  ADJUSTED  
 KC0133  ___________________________________________________________________
 KC0133  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KC0133  DYNAMIC HT  -         149.646 (meters)     490.96  (feet)  COMP
 KC0133  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 KC0133
 KC0133  VERT ORDER  -  FIRST     CLASS II
 KC0133
 KC0133.The horizontal coordinates were scaled from a topographic map and have
 KC0133.an estimated accuracy of +/- 6 seconds.
 KC0133
 KC0133.The orthometric height was determined by differential leveling
 KC0133.and adjusted by the National Geodetic Survey in June 1991..
 KC0133
 KC0133.The geoid height was determined by GEOID03.
 KC0133
 KC0133.The dynamic height is computed by dividing the NAVD 88
 KC0133.geopotential number by the normal gravity value computed on the
 KC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0133.degrees latitude (g = 980.6199 gals.).
 KC0133
 KC0133.The modeled gravity was interpolated from observed gravity values.
 KC0133
 KC0133;                    North         East    Units  Estimated Accuracy
 KC0133;SPC IL W     -   277,080.      666,340.      MT  (+/- 180 meters Scaled)
 KC0133
 KC0133                          SUPERSEDED SURVEY CONTROL
 KC0133
 KC0133  NGVD 29 (??/??/92)  149.845  (m)          491.62   (f) ADJ UNCH    1 2
 KC0133
 KC0133.Superseded values are not recommended for survey control.
 KC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0133.See file dsdata.txt to determine how the superseded data were derived.
 KC0133
 KC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD111376(NAD 83)
 KC0133_MARKER: DB = BENCH MARK DISK
 KC0133_SETTING: 66 = SET IN ROCK OUTCROP
 KC0133_SP_SET: ROCK CLIFF
 KC0133_STAMPING: A 242 1961
 KC0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0133+STABILITY: POSITION/ELEVATION WELL
 KC0133
 KC0133  HISTORY     - Date     Condition        Report By
 KC0133  HISTORY     - 1961     MONUMENTED       CGS
 KC0133
 KC0133                          STATION DESCRIPTION
 KC0133
 KC0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0133'1.8 MI S FROM SPANKEY.
 KC0133'ABOUT 1.85 MILES SOUTH ALONG A GRADED ROAD FROM THE SOUTH END OF
 KC0133'A 450 FEET LONG BRIDGE OVER MACOUPIN CREEK AT SPANKEY, AT THE
 KC0133'OUTSIDE OF A CURVE, SET ON TOP OF A 12-BY 6 BY 2 FEET SLOPING
 KC0133'ROCK, NEAR THE EAST EDGE OF A SMALL RAVINE, 69 FEET SOUTH OF
 KC0133'THE CENTER LINE OF THE ROAD, 40 FEET NORTHWEST AND 20 FEET BELOW
 KC0133'A SHALEY ROCK CLIFF, 3 FEET WEST OF THE EAST END OF THE ROCK,
 KC0133'IN SECTION S 4 T 8 N R 13 W, 3 FEET NORTH OF THE SOUTH EDGE OF
 KC0133'THE ROCK AND ABOUT 18 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0244 ***********************************************************************
 KC0244  DESIGNATION -  A 243
 KC0244  PID         -  KC0244
 KC0244  STATE/COUNTY-  IL/SCOTT
 KC0244  USGS QUAD   -  FLORENCE (1980)
 KC0244
 KC0244                         *CURRENT SURVEY CONTROL
 KC0244  ___________________________________________________________________
 KC0244* NAD 83(1986)-  39 39 48.     (N)    090 34 25.     (W)     SCALED    
 KC0244* NAVD 88     -       136.500  (meters)     447.83   (feet)  ADJUSTED  
 KC0244  ___________________________________________________________________
 KC0244  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0244  DYNAMIC HT  -         136.425 (meters)     447.59  (feet)  COMP
 KC0244  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KC0244
 KC0244  VERT ORDER  -  FIRST     CLASS II
 KC0244
 KC0244.The horizontal coordinates were scaled from a topographic map and have
 KC0244.an estimated accuracy of +/- 6 seconds.
 KC0244
 KC0244.The orthometric height was determined by differential leveling
 KC0244.and adjusted by the National Geodetic Survey in June 1991..
 KC0244
 KC0244.The geoid height was determined by GEOID03.
 KC0244
 KC0244.The dynamic height is computed by dividing the NAVD 88
 KC0244.geopotential number by the normal gravity value computed on the
 KC0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0244.degrees latitude (g = 980.6199 gals.).
 KC0244
 KC0244.The modeled gravity was interpolated from observed gravity values.
 KC0244
 KC0244;                    North         East    Units  Estimated Accuracy
 KC0244;SPC IL W     -   332,690.      665,080.      MT  (+/- 180 meters Scaled)
 KC0244
 KC0244                          SUPERSEDED SURVEY CONTROL
 KC0244
 KC0244  NGVD 29 (??/??/92)  136.621  (m)          448.23   (f) ADJ UNCH    1 2
 KC0244
 KC0244.Superseded values are not recommended for survey control.
 KC0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0244.See file dsdata.txt to determine how the superseded data were derived.
 KC0244
 KC0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD081932(NAD 83)
 KC0244_MARKER: DB = BENCH MARK DISK
 KC0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KC0244_SP_SET: 96 FEET
 KC0244_STAMPING: A 243 1961
 KC0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0244
 KC0244  HISTORY     - Date     Condition        Report By
 KC0244  HISTORY     - 1961     MONUMENTED       CGS
 KC0244
 KC0244                          STATION DESCRIPTION
 KC0244
 KC0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0244'7.9 MI S FROM BLUFFS.
 KC0244'ABOUT 7.9 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0244'OF THE WABASH RAILROAD STATION AT BLUFFS, ABOUT 1.0 MILE NORTH
 KC0244'OF A 120-FOOT BRIDGE OVER WALNUT CREEK, AT THE JUNCTION OF A
 KC0244'NARROW GRADED ROAD LEADING EAST, 109 FEET EAST OF THE CENTER
 KC0244'LINE OF THE HIGHWAY, 14 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 KC0244'ROAD EAST, 68 FEET EAST OF A FENCE CORNER, 2 1/2 FEET NORTH OF
 KC0244'A FENCE LINE, 2 FEET WEST OF A POWER LINE POLE, IN LINE WITH A
 KC0244'ROW OF POLES, 1 FOOT EAST OF A METAL WITNESS POST, 2 1/2 FEET
 KC0244'ABOVE THE LEVEL OF THE HIGHWAY AND SET ON THE TOP OF A COPPER
 KC0244'COATED STEEL ROD PROJECTING 1 INCH ABOVE THE GROUND AND PROTECTED
 KC0244'BY A 6 INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE
 KC0244'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 96 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0224 ***********************************************************************
 KC0224  DESIGNATION -  A 244
 KC0224  PID         -  KC0224
 KC0224  STATE/COUNTY-  IL/SCOTT
 KC0224  USGS QUAD   -  BEDFORD (1980)
 KC0224
 KC0224                         *CURRENT SURVEY CONTROL
 KC0224  ___________________________________________________________________
 KC0224* NAD 83(1986)-  39 32 28.     (N)    090 31 16.     (W)     SCALED    
 KC0224* NAVD 88     -       145.755  (meters)     478.20   (feet)  ADJUSTED  
 KC0224  ___________________________________________________________________
 KC0224  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KC0224  DYNAMIC HT  -         145.673 (meters)     477.93  (feet)  COMP
 KC0224  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 KC0224
 KC0224  VERT ORDER  -  FIRST     CLASS II
 KC0224
 KC0224.The horizontal coordinates were scaled from a topographic map and have
 KC0224.an estimated accuracy of +/- 6 seconds.
 KC0224
 KC0224.The orthometric height was determined by differential leveling
 KC0224.and adjusted by the National Geodetic Survey in June 1991..
 KC0224
 KC0224.The geoid height was determined by GEOID03.
 KC0224
 KC0224.The dynamic height is computed by dividing the NAVD 88
 KC0224.geopotential number by the normal gravity value computed on the
 KC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0224.degrees latitude (g = 980.6199 gals.).
 KC0224
 KC0224.The modeled gravity was interpolated from observed gravity values.
 KC0224
 KC0224;                    North         East    Units  Estimated Accuracy
 KC0224;SPC IL W     -   319,100.      669,530.      MT  (+/- 180 meters Scaled)
 KC0224
 KC0224                          SUPERSEDED SURVEY CONTROL
 KC0224
 KC0224  NGVD 29 (??/??/92)  145.890  (m)          478.64   (f) ADJ UNCH    1 2
 KC0224
 KC0224.Superseded values are not recommended for survey control.
 KC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0224.See file dsdata.txt to determine how the superseded data were derived.
 KC0224
 KC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD130797(NAD 83)
 KC0224_MARKER: DB = BENCH MARK DISK
 KC0224_SETTING: 66 = SET IN ROCK OUTCROP
 KC0224_SP_SET: ROCK LEDGE
 KC0224_STAMPING: A 244 1961
 KC0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0224+STABILITY: POSITION/ELEVATION WELL
 KC0224
 KC0224  HISTORY     - Date     Condition        Report By
 KC0224  HISTORY     - 1961     MONUMENTED       CGS
 KC0224
 KC0224                          STATION DESCRIPTION
 KC0224
 KC0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0224'6.4 MI N FROM HILLVIEW.
 KC0224'ABOUT 6.45 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0224'BAPTIST CHURCH AT HILLVIEW, 0.8 MILE SOUTH OF THE SOUTH END OF
 KC0224'A 250 FEET LONG CONCRETE BRIDGE OVER LITTLE SANDY CREEK, AT THE
 KC0224'OUTSIDE OF A CURVE, SET ON TOP OF A SLOPING ROCK LEDGE, 75 FEET
 KC0224'NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET EAST OF THE 1ST
 KC0224'TELEPHONE POLE NORTHWEST OF A BOARD GATE, 12 FEET WEST OF THE EAST
 KC0224'END OF THE LEDGE, 27 FEET NORTHEAST OF A FENCE LINE AND 2 FEET
 KC0224'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0093 ***********************************************************************
 KC0093  DESIGNATION -  A 245
 KC0093  PID         -  KC0093
 KC0093  STATE/COUNTY-  IL/GREENE
 KC0093  USGS QUAD   -  PEARL EAST (1980)
 KC0093
 KC0093                         *CURRENT SURVEY CONTROL
 KC0093  ___________________________________________________________________
 KC0093* NAD 83(1986)-  39 27 26.     (N)    090 35 41.     (W)     SCALED    
 KC0093* NAVD 88     -       131.562  (meters)     431.63   (feet)  ADJUSTED  
 KC0093  ___________________________________________________________________
 KC0093  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KC0093  DYNAMIC HT  -         131.487 (meters)     431.39  (feet)  COMP
 KC0093  MODELED GRAV-     980,057.3   (mgal)                       NAVD 88
 KC0093
 KC0093  VERT ORDER  -  FIRST     CLASS II
 KC0093
 KC0093.The horizontal coordinates were scaled from a topographic map and have
 KC0093.an estimated accuracy of +/- 6 seconds.
 KC0093
 KC0093.The orthometric height was determined by differential leveling
 KC0093.and adjusted by the National Geodetic Survey in June 1991..
 KC0093
 KC0093.The geoid height was determined by GEOID03.
 KC0093
 KC0093.The dynamic height is computed by dividing the NAVD 88
 KC0093.geopotential number by the normal gravity value computed on the
 KC0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0093.degrees latitude (g = 980.6199 gals.).
 KC0093
 KC0093.The modeled gravity was interpolated from observed gravity values.
 KC0093
 KC0093;                    North         East    Units  Estimated Accuracy
 KC0093;SPC IL W     -   309,810.      663,160.      MT  (+/- 180 meters Scaled)
 KC0093
 KC0093                          SUPERSEDED SURVEY CONTROL
 KC0093
 KC0093  NGVD 29 (??/??/92)  131.706  (m)          432.11   (f) ADJ UNCH    1 2
 KC0093
 KC0093.Superseded values are not recommended for survey control.
 KC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0093.See file dsdata.txt to determine how the superseded data were derived.
 KC0093
 KC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD069702(NAD 83)
 KC0093_MARKER: DB = BENCH MARK DISK
 KC0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0093_STAMPING: A 245 1961
 KC0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0093+STABILITY: SURFACE MOTION
 KC0093
 KC0093  HISTORY     - Date     Condition        Report By
 KC0093  HISTORY     - 1961     MONUMENTED       CGS
 KC0093
 KC0093                          STATION DESCRIPTION
 KC0093
 KC0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0093'3 MI W FROM HILLVIEW.
 KC0093'ABOUT 3.0 MILES WEST ALONG THE GULF, MOBLE AND OHIO RAILROAD
 KC0093'FROM THE POST OFFICE AT HILLVIEW, 0.8 MILE EAST OF THE EAST END
 KC0093'OF A BRIDGE OVER THE ILLINOIS RIVER, 0.4 MILE EAST OF MILEPOST
 KC0093'250, AT A GRADED ROAD CROSSING, 44 FEET NORTH OF THE NORTH RAIL,
 KC0093'59 FEET EAST OF THE CENTER LINE OF THE ROAD, 73 1/2 FEET
 KC0093'NORTHEAST OF THE CENTER OF THE CROSSING, 1 1/2 FEET WEST OF A
 KC0093'METAL WITNESS POST, 10 FEET BELOW THE LEVEL OF THE TRACK, SET IN
 KC0093'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 KC0093'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1115 ***********************************************************************
 LC1115  DESIGNATION -  A 246
 LC1115  PID         -  LC1115
 LC1115  STATE/COUNTY-  IL/LOGAN
 LC1115  USGS QUAD   -  LINCOLN EAST (1980)
 LC1115
 LC1115                         *CURRENT SURVEY CONTROL
 LC1115  ___________________________________________________________________
 LC1115* NAD 83(1986)-  40 07 55.     (N)    089 21 29.     (W)     SCALED    
 LC1115* NAVD 88     -       177.680  (meters)     582.94   (feet)  ADJUSTED  
 LC1115  ___________________________________________________________________
 LC1115  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LC1115  DYNAMIC HT  -         177.589 (meters)     582.64  (feet)  COMP
 LC1115  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 LC1115
 LC1115  VERT ORDER  -  SECOND    CLASS 0
 LC1115
 LC1115.The horizontal coordinates were scaled from a topographic map and have
 LC1115.an estimated accuracy of +/- 6 seconds.
 LC1115
 LC1115.The orthometric height was determined by differential leveling
 LC1115.and adjusted by the National Geodetic Survey in June 1991..
 LC1115
 LC1115.The geoid height was determined by GEOID03.
 LC1115
 LC1115.The dynamic height is computed by dividing the NAVD 88
 LC1115.geopotential number by the normal gravity value computed on the
 LC1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1115.degrees latitude (g = 980.6199 gals.).
 LC1115
 LC1115.The modeled gravity was interpolated from observed gravity values.
 LC1115
 LC1115;                    North         East    Units  Estimated Accuracy
 LC1115;SPC IL W     -   384,950.      768,910.      MT  (+/- 180 meters Scaled)
 LC1115
 LC1115                          SUPERSEDED SURVEY CONTROL
 LC1115
 LC1115  NGVD 29 (??/??/92)  177.765  (m)          583.22   (f) ADJ UNCH    2 0
 LC1115
 LC1115.Superseded values are not recommended for survey control.
 LC1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1115.See file dsdata.txt to determine how the superseded data were derived.
 LC1115
 LC1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK990450(NAD 83)
 LC1115_MARKER: DB = BENCH MARK DISK
 LC1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1115_STAMPING: A 246 1960
 LC1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1115+STABILITY: SURFACE MOTION
 LC1115
 LC1115  HISTORY     - Date     Condition        Report By
 LC1115  HISTORY     - 1960     MONUMENTED       CGS
 LC1115
 LC1115                          STATION DESCRIPTION
 LC1115
 LC1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1115'0.8 MI SE FROM LINCOLN.
 LC1115'ABOUT 0.25 MILES SOUTH ALONG SOUTH MCLEAN  STREET FROM THE POST
 LC1115'OFFICE IN LINCOLN, THENCE 0.5 MILES SOUTHEAST ALONG WYATT AVENUE,
 LC1115'THENCE 0.45 MILES SOUTH ALONG AN ASPHALT ROAD, ABOUT 0.3 MILES
 LC1115'SOUTH OF THE LINCOLN COMMUNITY HIGH SCHOOL, AT A FENCE CORNER WEST
 LC1115'OF THE ROAD, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 LC1115'EAST OF THE FENCE, 20 FEET SOUTH OF THE FENCE CORNER, 2.5 FEET
 LC1115'NORTH OF A POWER POLE, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST,
 LC1115'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 LC1115'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0737 ***********************************************************************
 LC0737  DESIGNATION -  A 247
 LC0737  PID         -  LC0737
 LC0737  STATE/COUNTY-  IL/MCLEAN
 LC0737  USGS QUAD   -  LEXINGTON (1981)
 LC0737
 LC0737                         *CURRENT SURVEY CONTROL
 LC0737  ___________________________________________________________________
 LC0737* NAD 83(1986)-  40 44 28.     (N)    088 45 16.     (W)     SCALED    
 LC0737* NAVD 88     -       217.973  (meters)     715.13   (feet)  ADJUSTED  
 LC0737  ___________________________________________________________________
 LC0737  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC0737  DYNAMIC HT  -         217.877 (meters)     714.82  (feet)  COMP
 LC0737  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 LC0737
 LC0737  VERT ORDER  -  SECOND    CLASS 0
 LC0737
 LC0737.The horizontal coordinates were scaled from a topographic map and have
 LC0737.an estimated accuracy of +/- 6 seconds.
 LC0737
 LC0737.The orthometric height was determined by differential leveling
 LC0737.and adjusted by the National Geodetic Survey in June 1991..
 LC0737
 LC0737.The geoid height was determined by GEOID03.
 LC0737
 LC0737.The dynamic height is computed by dividing the NAVD 88
 LC0737.geopotential number by the normal gravity value computed on the
 LC0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0737.degrees latitude (g = 980.6199 gals.).
 LC0737
 LC0737.The modeled gravity was interpolated from observed gravity values.
 LC0737
 LC0737;                    North         East    Units  Estimated Accuracy
 LC0737;SPC IL E     -   452,380.      264,430.      MT  (+/- 180 meters Scaled)
 LC0737
 LC0737                          SUPERSEDED SURVEY CONTROL
 LC0737
 LC0737  NGVD 29 (??/??/92)  218.023  (m)          715.30   (f) ADJ UNCH    2 0
 LC0737
 LC0737.Superseded values are not recommended for survey control.
 LC0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0737.See file dsdata.txt to determine how the superseded data were derived.
 LC0737
 LC0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL518114(NAD 83)
 LC0737_MARKER: DB = BENCH MARK DISK
 LC0737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0737_SP_SET: BRIDGE
 LC0737_STAMPING: A 247 1960
 LC0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0737
 LC0737  HISTORY     - Date     Condition        Report By
 LC0737  HISTORY     - 1960     MONUMENTED       CGS
 LC0737  HISTORY     - 1961     GOOD             NGS
 LC0737
 LC0737                          STATION DESCRIPTION
 LC0737
 LC0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0737'1.4 MI W FROM CHENOA.
 LC0737'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION
 LC0737'WITH U.S. HIGHWAY 66 IN THE SOUTHWEST PART OF CHENOA, ABOUT 0.10
 LC0737'MILES EAST OF THE JUNCTION OF A NORTH-SOUTH CROSS ROAD AN ASPHALT
 LC0737'PAVED ROAD NORTH AND A GRAVEL ROAD SOUTH, SET IN THE TOP OF THE
 LC0737'NORTH END OF THE EAST CONCRETE BACKWALL OF A 75 FOOT BRIDGE, 18
 LC0737'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 24, AND 1 FOOT
 LC0737'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0276 ***********************************************************************
 MF0276  DESIGNATION -  A 248
 MF0276  PID         -  MF0276
 MF0276  STATE/COUNTY-  IL/GRUNDY
 MF0276  USGS QUAD   -  DWIGHT (1983)
 MF0276
 MF0276                         *CURRENT SURVEY CONTROL
 MF0276  ___________________________________________________________________
 MF0276* NAD 83(1986)-  41 07 01.     (N)    088 23 36.     (W)     SCALED    
 MF0276* NAVD 88     -       189.004  (meters)     620.09   (feet)  ADJUSTED  
 MF0276  ___________________________________________________________________
 MF0276  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MF0276  DYNAMIC HT  -         188.928 (meters)     619.84  (feet)  COMP
 MF0276  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 MF0276
 MF0276  VERT ORDER  -  SECOND    CLASS 0
 MF0276
 MF0276.The horizontal coordinates were scaled from a topographic map and have
 MF0276.an estimated accuracy of +/- 6 seconds.
 MF0276
 MF0276.The orthometric height was determined by differential leveling
 MF0276.and adjusted by the National Geodetic Survey in June 1991..
 MF0276
 MF0276.The geoid height was determined by GEOID03.
 MF0276
 MF0276.The dynamic height is computed by dividing the NAVD 88
 MF0276.geopotential number by the normal gravity value computed on the
 MF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0276.degrees latitude (g = 980.6199 gals.).
 MF0276
 MF0276.The modeled gravity was interpolated from observed gravity values.
 MF0276
 MF0276;                    North         East    Units  Estimated Accuracy
 MF0276;SPC IL E     -   494,030.      294,960.      MT  (+/- 180 meters Scaled)
 MF0276
 MF0276                          SUPERSEDED SURVEY CONTROL
 MF0276
 MF0276  NGVD 29 (??/??/92)  189.078  (m)          620.33   (f) ADJ UNCH    2 0
 MF0276
 MF0276.Superseded values are not recommended for survey control.
 MF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0276.See file dsdata.txt to determine how the superseded data were derived.
 MF0276
 MF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL830526(NAD 83)
 MF0276_MARKER: DB = BENCH MARK DISK
 MF0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0276_SP_SET: CULVERT
 MF0276_STAMPING: A 248 1960
 MF0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0276
 MF0276  HISTORY     - Date     Condition        Report By
 MF0276  HISTORY     - 1960     MONUMENTED       CGS
 MF0276  HISTORY     - 1961     GOOD             NGS
 MF0276
 MF0276                          STATION DESCRIPTION
 MF0276
 MF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0276'0.9 MI NE FROM DWIGHT.
 MF0276'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 MF0276'WITH STATE HIGHWAY 47 NORTH OF DWIGHT, ABOUT 0.3 MILES
 MF0276'NORTHEAST OF THE JUNCTION OF A BLACK TOP ROAD SOUTHWEST
 MF0276'(OLD U.S. HIGHWAY 66), ABOUT 0.3 MILES SOUTHWEST OF THE JUNCTION
 MF0276'OF A NORTH-SOUTH ROAD CROSSING, SET IN THE TOP OF THE NORTHEAST
 MF0276'END OF THE NORTHWEST HEADWALL OF A 5 FEET CONCRETE BOX CULVERT
 MF0276'NO. 714 (UNDER THE GULF MOBILE AND OHIO RAIL ROAD), 90 FEET
 MF0276'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF U.S.
 MF0276'HIGHWAY 66, 18 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MF0276'SOUTHBOUND TRACK OF THE GULF MOBILE AND OHIO RAIL ROAD, 2.5
 MF0276'FEET BELOW THE LEVEL OF THE TRACK AND ABOUT LEVEL WITH THE
 MF0276'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0165 ***********************************************************************
 JC0165  DESIGNATION -  A 249
 JC0165  PID         -  JC0165
 JC0165  STATE/COUNTY-  IL/ST CLAIR
 JC0165  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0165
 JC0165                         *CURRENT SURVEY CONTROL
 JC0165  ___________________________________________________________________
 JC0165* NAD 83(1986)-  38 37 21.     (N)    090 03 33.     (W)     SCALED    
 JC0165* NAVD 88     -       128.075  (meters)     420.19   (feet)  ADJUSTED  
 JC0165  ___________________________________________________________________
 JC0165  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JC0165  DYNAMIC HT  -         127.994 (meters)     419.93  (feet)  COMP
 JC0165  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JC0165
 JC0165  VERT ORDER  -  SECOND    CLASS 0
 JC0165
 JC0165.The horizontal coordinates were scaled from a topographic map and have
 JC0165.an estimated accuracy of +/- 6 seconds.
 JC0165
 JC0165.The orthometric height was determined by differential leveling
 JC0165.and adjusted by the National Geodetic Survey in June 1991..
 JC0165
 JC0165.The geoid height was determined by GEOID03.
 JC0165
 JC0165.The dynamic height is computed by dividing the NAVD 88
 JC0165.geopotential number by the normal gravity value computed on the
 JC0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0165.degrees latitude (g = 980.6199 gals.).
 JC0165
 JC0165.The modeled gravity was interpolated from observed gravity values.
 JC0165
 JC0165;                    North         East    Units  Estimated Accuracy
 JC0165;SPC IL W     -   217,070.      709,360.      MT  (+/- 180 meters Scaled)
 JC0165
 JC0165                          SUPERSEDED SURVEY CONTROL
 JC0165
 JC0165  NGVD 29 (??/??/92)  128.189  (m)          420.57   (f) ADJ UNCH    2 0
 JC0165
 JC0165.Superseded values are not recommended for survey control.
 JC0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0165.See file dsdata.txt to determine how the superseded data were derived.
 JC0165
 JC0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC560789(NAD 83)
 JC0165_MARKER: DB = BENCH MARK DISK
 JC0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0165_STAMPING: A 249 1961
 JC0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0165+STABILITY: SURFACE MOTION
 JC0165
 JC0165  HISTORY     - Date     Condition        Report By
 JC0165  HISTORY     - 1961     MONUMENTED       CGS
 JC0165
 JC0165                          STATION DESCRIPTION
 JC0165
 JC0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0165'3.1 MI SE FROM WASHINGTON PARK.
 JC0165'ABOUT 0.2 MILE WEST ALONG FOREST AVENUE FROM THE CITY HALL IN
 JC0165'WASHINGTON PARK, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 111,
 JC0165'THENCE 1.9 MILES EAST ALONG BUNKUM ROAD, AT THE SOUTHEAST CORNER
 JC0165'OF BLUFFVIEW PARK SCHOOL GROUNDS, 64 FEET NORTH OF THE CENTER
 JC0165'LINE OF BUNKUM ROAD, 75 FEET EAST OF THE CENTER LINE OF THE
 JC0165'SCHOOL DRIVE, 99 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JC0165'SCHOOL BUILDING, 4.5 FEET SOUTH OF A BRACED POWER POLE, 36.5 FEET
 JC0165'NORTHEAST OF A POWER POLE, 2.2 FEET NORTHEAST OF A METAL WITNESS
 JC0165'POST, 2 FEET ABOVE THE LEVEL OF BUNKUM ROAD, ABOUT LEVEL WITH
 JC0165'THE SCHOOL DRIVE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JC0165'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1910 ***********************************************************************
 LB1910  DESIGNATION -  A 25
 LB1910  PID         -  LB1910
 LB1910  STATE/COUNTY-  IL/IROQUOIS
 LB1910  USGS QUAD   -  CISSNA PARK (1986)
 LB1910
 LB1910                         *CURRENT SURVEY CONTROL
 LB1910  ___________________________________________________________________
 LB1910* NAD 83(1986)-  40 34 22.     (N)    087 52 54.     (W)     SCALED    
 LB1910* NAVD 88     -       201.746  (meters)     661.89   (feet)  ADJUSTED  
 LB1910  ___________________________________________________________________
 LB1910  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB1910  DYNAMIC HT  -         201.651 (meters)     661.58  (feet)  COMP
 LB1910  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 LB1910
 LB1910  VERT ORDER  -  SECOND    CLASS 0
 LB1910
 LB1910.The horizontal coordinates were scaled from a topographic map and have
 LB1910.an estimated accuracy of +/- 6 seconds.
 LB1910
 LB1910.The orthometric height was determined by differential leveling
 LB1910.and adjusted by the National Geodetic Survey in June 1991..
 LB1910
 LB1910.The geoid height was determined by GEOID03.
 LB1910
 LB1910.The dynamic height is computed by dividing the NAVD 88
 LB1910.geopotential number by the normal gravity value computed on the
 LB1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1910.degrees latitude (g = 980.6199 gals.).
 LB1910
 LB1910.The modeled gravity was interpolated from observed gravity values.
 LB1910
 LB1910;                    North         East    Units  Estimated Accuracy
 LB1910;SPC IL E     -   433,700.      338,240.      MT  (+/- 180 meters Scaled)
 LB1910
 LB1910                          SUPERSEDED SURVEY CONTROL
 LB1910
 LB1910  NGVD 29 (??/??/92)  201.810  (m)          662.11   (f) ADJ UNCH    2 0
 LB1910
 LB1910.Superseded values are not recommended for survey control.
 LB1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1910.See file dsdata.txt to determine how the superseded data were derived.
 LB1910
 LB1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK253917(NAD 83)
 LB1910_MARKER: DB = BENCH MARK DISK
 LB1910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1910_SP_SET: CULVERT
 LB1910_STAMPING: A 25 1935
 LB1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1910
 LB1910  HISTORY     - Date     Condition        Report By
 LB1910  HISTORY     - 1935     MONUMENTED       CGS
 LB1910  HISTORY     - 1954     GOOD             NGS
 LB1910  HISTORY     - 20020314 MARK NOT FOUND   INDIV
 LB1910
 LB1910                          STATION DESCRIPTION
 LB1910
 LB1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1910'1.2 MI NE FROM CISSNA PARK.
 LB1910'ABOUT 1.2 MILES NORTH AND EAST ALONG STATE HIGHWAY 49 FROM THE
 LB1910'CITY PARK AT CISSNA PARK, AT THE OUTSIDE OF A CURVE IN HIGHWAY
 LB1910'WITH TANGENTS EXTENDING NORTH AND WEST, 56 FEET SOUTHEAST OF
 LB1910'CENTER LINE OF HIGHWAY, IN THE TOP AND 1 FOOT SOUTH OF NORTH END
 LB1910'OF WEST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER OLD
 LB1910'HIGHWAY GRADE, 17 FEET WEST OF CENTER LINE OF OLD HIGHWAY GRADE
 LB1910'AND ABOUT 1 FOOT BELOW LEVEL OF NEW HIGHWAY.
 LB1910
 LB1910                          STATION RECOVERY (2002)
 LB1910
 LB1910'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KJS)
 LB1910'MARK NOT FOUND. THIS ROADWAY INTERSECTION WAS REDONE. ALL EVIDENCE IS
 LB1910'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4364 ***********************************************************************
 DF4364  DESIGNATION -  A 25 RESET 1999
 DF4364  PID         -  DF4364
 DF4364  STATE/COUNTY-  IL/IROQUOIS
 DF4364  USGS QUAD   -  CISSNA PARK (1986)
 DF4364
 DF4364                         *CURRENT SURVEY CONTROL
 DF4364  ___________________________________________________________________
 DF4364* NAD 83(1997)-  40 34 21.48244(N)    087 52 56.10178(W)     ADJUSTED  
 DF4364* NAVD 88     -       201.3    (meters)     660.     (feet)  GPS OBS   
 DF4364  ___________________________________________________________________
 DF4364  X           -     179,287.039 (meters)                     COMP
 DF4364  Y           -  -4,848,407.360 (meters)                     COMP
 DF4364  Z           -   4,126,599.440 (meters)                     COMP
 DF4364  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DF4364  ELLIP HEIGHT-         168.68  (meters)          (02/03/05) GPS OBS
 DF4364  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DF4364
 DF4364  HORZ ORDER  -  FIRST
 DF4364  ELLP ORDER  -  FOURTH    CLASS II
 DF4364
 DF4364.The horizontal coordinates were established by GPS observations
 DF4364.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4364
 DF4364.The orthometric height was determined by GPS observations and a
 DF4364.high-resolution geoid model.
 DF4364
 DF4364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4364
 DF4364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4364
 DF4364.The ellipsoidal height was determined by GPS observations
 DF4364.and is referenced to NAD 83.
 DF4364
 DF4364.The geoid height was determined by GEOID03.
 DF4364
 DF4364;                    North         East     Units Scale Factor Converg.
 DF4364;SPC IL E     -   433,681.877   338,195.120   MT  0.99999295   +0 17 36.2
 DF4364;SPC IL E     - 1,422,837.96  1,109,561.82   sFT  0.99999295   +0 17 36.2
 DF4364;UTM  16      - 4,491,691.109   425,323.739   MT  0.99966864   -0 34 25.9
 DF4364
 DF4364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4364!SPC IL E     -   0.99997354  x   0.99999295  =   0.99996649
 DF4364!UTM  16      -   0.99997354  x   0.99966864  =   0.99964219
 DF4364
 DF4364                          SUPERSEDED SURVEY CONTROL
 DF4364
 DF4364.No superseded survey control is available for this station.
 DF4364
 DF4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2532491691(NAD 83)
 DF4364_MARKER: DV = VERTICAL CONTROL DISK
 DF4364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4364_STAMPING: A25 RESET 1999 VERTICAL CONTROL MARK
 DF4364_MARK LOGO: NGS   
 DF4364_PROJECTION: FLUSH
 DF4364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4364+STABILITY: SURFACE MOTION
 DF4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4364+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 DF4364
 DF4364  HISTORY     - Date     Condition        Report By
 DF4364  HISTORY     - 1999     MONUMENTED       NGS
 DF4364  HISTORY     - 200205   GOOD             ASCPC
 DF4364
 DF4364                          STATION DESCRIPTION
 DF4364
 DF4364'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2002
 DF4364'FROM THE HIGH SCHOOL IN CISSNA PARK IN THE NORTHEAST CORNER OF TOWN,
 DF4364'GO 0.60 MILES EAST
 DF4364'TO THE TRIANGLE IN FIELD FORMED BY ROUTE 49 1300 EAST AND 600 NORTH
 DF4364'STATION IS IN INFIELD
 DF4364'35.00 FEET NORTH OF CENTERLINE OF 600 NORTH, 127.00 FEET WEST OF
 DF4364'CENTERLINE 1300 EAST.
 DF4364'*STAMPED- A25 RESET 1999 VERTICAL CONTROL MARK
 DF4364' 
 DF4364' 
 DF4364' 
 DF4364'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1497 ***********************************************************************
 JB1497  DESIGNATION -  A 250
 JB1497  PID         -  JB1497
 JB1497  STATE/COUNTY-  IL/CLINTON
 JB1497  USGS QUAD   -  BREESE (1981)
 JB1497
 JB1497                         *CURRENT SURVEY CONTROL
 JB1497  ___________________________________________________________________
 JB1497* NAD 83(1986)-  38 30 24.     (N)    089 36 43.     (W)     SCALED    
 JB1497* NAVD 88     -       127.777  (meters)     419.21   (feet)  ADJUSTED  
 JB1497  ___________________________________________________________________
 JB1497  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JB1497  DYNAMIC HT  -         127.697 (meters)     418.95  (feet)  COMP
 JB1497  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JB1497
 JB1497  VERT ORDER  -  SECOND    CLASS 0
 JB1497
 JB1497.The horizontal coordinates were scaled from a topographic map and have
 JB1497.an estimated accuracy of +/- 6 seconds.
 JB1497
 JB1497.The orthometric height was determined by differential leveling
 JB1497.and adjusted by the National Geodetic Survey in June 1991..
 JB1497
 JB1497.The geoid height was determined by GEOID03.
 JB1497
 JB1497.The dynamic height is computed by dividing the NAVD 88
 JB1497.geopotential number by the normal gravity value computed on the
 JB1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1497.degrees latitude (g = 980.6199 gals.).
 JB1497
 JB1497.The modeled gravity was interpolated from observed gravity values.
 JB1497
 JB1497;                    North         East    Units  Estimated Accuracy
 JB1497;SPC IL W     -   204,350.      748,380.      MT  (+/- 180 meters Scaled)
 JB1497
 JB1497                          SUPERSEDED SURVEY CONTROL
 JB1497
 JB1497  NGVD 29 (??/??/92)  127.897  (m)          419.61   (f) ADJ UNCH    2 0
 JB1497
 JB1497.Superseded values are not recommended for survey control.
 JB1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1497.See file dsdata.txt to determine how the superseded data were derived.
 JB1497
 JB1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH722652(NAD 83)
 JB1497_MARKER: DB = BENCH MARK DISK
 JB1497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1497_SP_SET: CULVERT
 JB1497_STAMPING: A 250 1961
 JB1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1497
 JB1497  HISTORY     - Date     Condition        Report By
 JB1497  HISTORY     - 1961     MONUMENTED       CGS
 JB1497
 JB1497                          STATION DESCRIPTION
 JB1497
 JB1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1497'0.9 MI SE FROM DAMIANSVILLE.
 JB1497'ABOUT 0.65 MILE EAST ALONG AN ASPHALT AND CONCRETE PAVED ROAD,
 JB1497'FROM ST. DAMIANS CHURCH AND SCHOOL IN DAMIANSVILLE, THENCE 0.25
 JB1497'MILE SOUTH ALONG AN OILED ROAD, AT THE JUNCTION OF A DRIVE EAST
 JB1497'TO A FARM HOUSE, SET IN TOP OF THE NORTH END OF THE WEST HEADWALL
 JB1497'OF A 6 FOOT CONCRETE BOX CULVERT, 10 FEET WEST OF THE CENTER LINE
 JB1497'OF THE ROAD, 65 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 JB1497'DRIVE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1503 ***********************************************************************
 JB1503  DESIGNATION -  A 251 RESET 1976
 JB1503  PID         -  JB1503
 JB1503  STATE/COUNTY-  IL/CLINTON
 JB1503  USGS QUAD   -  BREESE (1981)
 JB1503
 JB1503                         *CURRENT SURVEY CONTROL
 JB1503  ___________________________________________________________________
 JB1503* NAD 83(1986)-  38 32 44.     (N)    089 36 44.     (W)     SCALED    
 JB1503* NAVD 88     -       131.94   (+/-2cm)     432.9    (feet)  VERTCON   
 JB1503  ___________________________________________________________________
 JB1503  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JB1503
 JB1503  VERT ORDER  -  THIRD (See Below)
 JB1503
 JB1503.The horizontal coordinates were scaled from a topographic map and have
 JB1503.an estimated accuracy of +/- 6 seconds.
 JB1503
 JB1503.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1503.The vertical order pertains to the NGVD 29 superseded value.
 JB1503
 JB1503.The geoid height was determined by GEOID03.
 JB1503
 JB1503;                    North         East    Units  Estimated Accuracy
 JB1503;SPC IL W     -   208,670.      748,330.      MT  (+/- 180 meters Scaled)
 JB1503
 JB1503                          SUPERSEDED SURVEY CONTROL
 JB1503
 JB1503  NGVD 29 (03/28/06)  132.06   (m)          433.3    (f) RESET       3  
 JB1503
 JB1503.Superseded values are not recommended for survey control.
 JB1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1503.See file dsdata.txt to determine how the superseded data were derived.
 JB1503
 JB1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH723695(NAD 83)
 JB1503_MARKER: DB = BENCH MARK DISK
 JB1503_SETTING: 0 = UNSPECIFIED SETTING
 JB1503_STAMPING: A 251 RESET 1976
 JB1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1503
 JB1503  HISTORY     - Date     Condition        Report By
 JB1503  HISTORY     - 1976     MONUMENTED       ILHD
 JB1503
 JB1503                          STATION DESCRIPTION
 JB1503
 JB1503'DESCRIBED BY IL HIGHWAY DEPT 1976
 JB1503'0.2 MI N FROM ALBERS.
 JB1503'ABOUT 0.2 MILE NORTH ALONG AN ASPHALT ROAD KNOWN AS THE AVISTON
 JB1503'TO ALBERS ROAD, FROM THE SOUTHERN RAILWAY CROSSING IN ALBERS,
 JB1503'SET IN THE NORTHWEST CORNER OF AN INLET, FOR A CROSS ROAD
 JB1503'STRUCTURE, 425 FEET NORTH OF THE PEOPLES BANK OF ALBERS, ABOUT
 JB1503'1.0 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1201 ***********************************************************************
 JB1201  DESIGNATION -  A 252
 JB1201  PID         -  JB1201
 JB1201  STATE/COUNTY-  IL/JEFFERSON
 JB1201  USGS QUAD   -  WOODLAWN (1974)
 JB1201
 JB1201                         *CURRENT SURVEY CONTROL
 JB1201  ___________________________________________________________________
 JB1201* NAD 83(1986)-  38 19 31.     (N)    089 03 42.     (W)     SCALED    
 JB1201* NAVD 88     -       151.152  (meters)     495.90   (feet)  ADJUSTED  
 JB1201  ___________________________________________________________________
 JB1201  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 JB1201  DYNAMIC HT  -         151.056 (meters)     495.59  (feet)  COMP
 JB1201  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JB1201
 JB1201  VERT ORDER  -  SECOND    CLASS 0
 JB1201
 JB1201.The horizontal coordinates were scaled from a topographic map and have
 JB1201.an estimated accuracy of +/- 6 seconds.
 JB1201
 JB1201.The orthometric height was determined by differential leveling
 JB1201.and adjusted by the National Geodetic Survey in June 1991..
 JB1201
 JB1201.The geoid height was determined by GEOID03.
 JB1201
 JB1201.The dynamic height is computed by dividing the NAVD 88
 JB1201.geopotential number by the normal gravity value computed on the
 JB1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1201.degrees latitude (g = 980.6199 gals.).
 JB1201
 JB1201.The modeled gravity was interpolated from observed gravity values.
 JB1201
 JB1201;                    North         East    Units  Estimated Accuracy
 JB1201;SPC IL E     -   184,330.      236,310.      MT  (+/- 180 meters Scaled)
 JB1201
 JB1201                          SUPERSEDED SURVEY CONTROL
 JB1201
 JB1201  NGVD 29 (??/??/92)  151.258  (m)          496.25   (f) ADJ UNCH    2 0
 JB1201
 JB1201.Superseded values are not recommended for survey control.
 JB1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1201.See file dsdata.txt to determine how the superseded data were derived.
 JB1201
 JB1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH197439(NAD 83)
 JB1201_MARKER: DB = BENCH MARK DISK
 JB1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1201_STAMPING: A 252 1961
 JB1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1201+STABILITY: SURFACE MOTION
 JB1201
 JB1201  HISTORY     - Date     Condition        Report By
 JB1201  HISTORY     - 1961     MONUMENTED       CGS
 JB1201
 JB1201                          STATION DESCRIPTION
 JB1201
 JB1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1201'1.6 MI W FROM WOODLAWN.
 JB1201'ABOUT 0.15 MILE NORTH ALONG AN ASPHALT PAVED ROAD FROM THE
 JB1201'WOODLAWN GRADE SCHOOL IN WOODLAWN, THENCE 1.5 MILES WEST ALONG AN
 JB1201'OILED ROAD, AT THE JUNCTION OF A NORTH-SOUTH DIRT CROSS ROAD, 65
 JB1201'FEET SOUTH OF THE CENTER OF THE ROAD, 16 FEET WEST OF THE CENTER
 JB1201'OF THE DIRT ROAD, 66 FEET SOUTHWEST OF THE CENTER OF JUNCTION,
 JB1201'49.5 FEET SOUTHWEST OF A POWER POLE, 42 FEET SOUTH OF A FENCE
 JB1201'CORNER, 1 FOOT EAST OF A FENCE, 1.7 FEET NORTH OF A METAL WITNESS
 JB1201'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB1201'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0498 ***********************************************************************
 JB0498  DESIGNATION -  A 253
 JB0498  PID         -  JB0498
 JB0498  STATE/COUNTY-  IL/WAYNE
 JB0498  USGS QUAD   -  BLUFORD (1973)
 JB0498
 JB0498                         *CURRENT SURVEY CONTROL
 JB0498  ___________________________________________________________________
 JB0498* NAD 83(1986)-  38 15 45.     (N)    088 41 03.     (W)     SCALED    
 JB0498* NAVD 88     -       131.360  (meters)     430.97   (feet)  ADJUSTED  
 JB0498  ___________________________________________________________________
 JB0498  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 JB0498  DYNAMIC HT  -         131.275 (meters)     430.69  (feet)  COMP
 JB0498  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 JB0498
 JB0498  VERT ORDER  -  SECOND    CLASS 0
 JB0498
 JB0498.The horizontal coordinates were scaled from a topographic map and have
 JB0498.an estimated accuracy of +/- 6 seconds.
 JB0498
 JB0498.The orthometric height was determined by differential leveling
 JB0498.and adjusted by the National Geodetic Survey in June 1991..
 JB0498
 JB0498.The geoid height was determined by GEOID03.
 JB0498
 JB0498.The dynamic height is computed by dividing the NAVD 88
 JB0498.geopotential number by the normal gravity value computed on the
 JB0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0498.degrees latitude (g = 980.6199 gals.).
 JB0498
 JB0498.The modeled gravity was interpolated from observed gravity values.
 JB0498
 JB0498;                    North         East    Units  Estimated Accuracy
 JB0498;SPC IL E     -   177,170.      269,300.      MT  (+/- 180 meters Scaled)
 JB0498
 JB0498                          SUPERSEDED SURVEY CONTROL
 JB0498
 JB0498  NGVD 29 (??/??/92)  131.480  (m)          431.36   (f) ADJ UNCH    2 0
 JB0498
 JB0498.Superseded values are not recommended for survey control.
 JB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0498.See file dsdata.txt to determine how the superseded data were derived.
 JB0498
 JB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH526362(NAD 83)
 JB0498_MARKER: DB = BENCH MARK DISK
 JB0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0498_SP_SET: CULVERT
 JB0498_STAMPING: A 253 1961
 JB0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0498
 JB0498  HISTORY     - Date     Condition        Report By
 JB0498  HISTORY     - 1961     MONUMENTED       CGS
 JB0498
 JB0498                          STATION DESCRIPTION
 JB0498
 JB0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0498'5.3 MI NE FROM BELLE RIVE.
 JB0498'ABOUT 1.65 MILES NORTH ALONG AN ASPHALT PAVED ROAD FROM THE POST
 JB0498'OFFICE IN BELLE RIVE, THENCE 3.15 MILES EAST ALONG AN OILED ROAD,
 JB0498'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.10 MILE SOUTH
 JB0498'OF THE SOUTH END OF A CURVE WITH TANGENTS TO THE SOUTH AND EAST,
 JB0498'SET IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A 12 FOOT
 JB0498'CONCRETE BOX CULVERT, 14 FEET EAST OF THE CENTER OF THE ROAD, AND
 JB0498'ABOUT LEVEL WITH THE ROAD.  NOTE-- THIS MARK MAY ALSO BE REACHED
 JB0498'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN DAHLGREN
 JB0498'BY GOING 4.5 MILES NORTH ALONG OILED AND GRAVELED ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0245 ***********************************************************************
 JB0245  DESIGNATION -  A 254
 JB0245  PID         -  JB0245
 JB0245  STATE/COUNTY-  IL/WHITE
 JB0245  USGS QUAD   -  CENTERVILLE (1974)
 JB0245
 JB0245                         *CURRENT SURVEY CONTROL
 JB0245  ___________________________________________________________________
 JB0245* NAD 83(1986)-  38 14 59.     (N)    088 14 54.     (W)     SCALED    
 JB0245* NAVD 88     -       124.542  (meters)     408.60   (feet)  ADJUSTED  
 JB0245  ___________________________________________________________________
 JB0245  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB0245  DYNAMIC HT  -         124.462 (meters)     408.34  (feet)  COMP
 JB0245  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 JB0245
 JB0245  VERT ORDER  -  SECOND    CLASS 0
 JB0245
 JB0245.The horizontal coordinates were scaled from a topographic map and have
 JB0245.an estimated accuracy of +/- 6 seconds.
 JB0245
 JB0245.The orthometric height was determined by differential leveling
 JB0245.and adjusted by the National Geodetic Survey in June 1991..
 JB0245
 JB0245.The geoid height was determined by GEOID03.
 JB0245
 JB0245.The dynamic height is computed by dividing the NAVD 88
 JB0245.geopotential number by the normal gravity value computed on the
 JB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0245.degrees latitude (g = 980.6199 gals.).
 JB0245
 JB0245.The modeled gravity was interpolated from observed gravity values.
 JB0245
 JB0245;                    North         East    Units  Estimated Accuracy
 JB0245;SPC IL E     -   175,700.      307,440.      MT  (+/- 180 meters Scaled)
 JB0245
 JB0245                          SUPERSEDED SURVEY CONTROL
 JB0245
 JB0245  NGVD 29 (??/??/92)  124.665  (m)          409.01   (f) ADJ UNCH    2 0
 JB0245
 JB0245.Superseded values are not recommended for survey control.
 JB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0245.See file dsdata.txt to determine how the superseded data were derived.
 JB0245
 JB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH907342(NAD 83)
 JB0245_MARKER: DB = BENCH MARK DISK
 JB0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0245_STAMPING: A 254 1961
 JB0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0245+STABILITY: SURFACE MOTION
 JB0245
 JB0245  HISTORY     - Date     Condition        Report By
 JB0245  HISTORY     - 1961     MONUMENTED       CGS
 JB0245
 JB0245                          STATION DESCRIPTION
 JB0245
 JB0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0245'0.6 MI E FROM BURNT PRAIRIE.
 JB0245'ABOUT 0.6 MILE EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0245'BURNT PRAIRIE, AND ABOUT 0.05 MILE WEST OF HOUSE SOUTH OF ROAD,
 JB0245'ABOUT 30.5 FEET SOUTH OF CENTER OF ROAD, 3.5 FEET NORTH OF POWER
 JB0245'POLE (1ST. POLE WEST OF POLE WITH TRANSFORMER, 2.0 FEET
 JB0245'EAST-NORTHEAST OF A WITNESS POST, 1.5 FEET NORTH OF FENCE, ABOUT 2
 JB0245'FEET BELOW THE LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST
 JB0245'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0811 ***********************************************************************
 JB0811  DESIGNATION -  A 256
 JB0811  PID         -  JB0811
 JB0811  STATE/COUNTY-  IL/MARION
 JB0811  USGS QUAD   -  FAIRMAN (1970)
 JB0811
 JB0811                         *CURRENT SURVEY CONTROL
 JB0811  ___________________________________________________________________
 JB0811* NAD 83(1986)-  38 44 27.     (N)    089 05 51.     (W)     SCALED    
 JB0811* NAVD 88     -       149.645  (meters)     490.96   (feet)  ADJUSTED  
 JB0811  ___________________________________________________________________
 JB0811  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JB0811  DYNAMIC HT  -         149.551 (meters)     490.65  (feet)  COMP
 JB0811  MODELED GRAV-     979,999.5   (mgal)                       NAVD 88
 JB0811
 JB0811  VERT ORDER  -  FIRST     CLASS I
 JB0811
 JB0811.The horizontal coordinates were scaled from a topographic map and have
 JB0811.an estimated accuracy of +/- 6 seconds.
 JB0811
 JB0811.The orthometric height was determined by differential leveling
 JB0811.and adjusted by the National Geodetic Survey in June 1991..
 JB0811
 JB0811.The geoid height was determined by GEOID03.
 JB0811
 JB0811.The dynamic height is computed by dividing the NAVD 88
 JB0811.geopotential number by the normal gravity value computed on the
 JB0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0811.degrees latitude (g = 980.6199 gals.).
 JB0811
 JB0811.The modeled gravity was interpolated from observed gravity values.
 JB0811
 JB0811;                    North         East    Units  Estimated Accuracy
 JB0811;SPC IL E     -   230,490.      233,560.      MT  (+/- 180 meters Scaled)
 JB0811
 JB0811                          SUPERSEDED SURVEY CONTROL
 JB0811
 JB0811  NGVD 29 (??/??/92)  149.766  (m)          491.36   (f) ADJ UNCH    1 1
 JB0811
 JB0811.Superseded values are not recommended for survey control.
 JB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0811.See file dsdata.txt to determine how the superseded data were derived.
 JB0811
 JB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH177901(NAD 83)
 JB0811_MARKER: DB = BENCH MARK DISK
 JB0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0811_SP_SET: BRIDGE
 JB0811_STAMPING: A 256 1961
 JB0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0811
 JB0811  HISTORY     - Date     Condition        Report By
 JB0811  HISTORY     - 1961     MONUMENTED       CGS
 JB0811  HISTORY     - 1969     GOOD             NGS
 JB0811
 JB0811                          STATION DESCRIPTION
 JB0811
 JB0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0811'0.9 MI S FROM PATOKA.
 JB0811'ABOUT 0.9 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0811'POST OFFICE AT PATOKA, 0.5 MILE SOUTH OF MILEPOST 675, 30 YARDS
 JB0811'EAST OF THE NORTHEAST CORNER OF A 40-FOOT WOODEN RAILROAD
 JB0811'TRESTLE, 12 FEET WEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 51,
 JB0811'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST CONCRETE
 JB0811'WINGWALL OF A CONCRETE HIGHWAY BRIDGE OVER LOUSE CREEK, AND ABOUT
 JB0811'LEVEL WITH THE HIGHWAY.  SEC 33, T 4 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0772 ***********************************************************************
 JB0772  DESIGNATION -  A 257
 JB0772  PID         -  JB0772
 JB0772  STATE/COUNTY-  IL/FAYETTE
 JB0772  USGS QUAD   -  HAGARSTOWN (1974)
 JB0772
 JB0772                         *CURRENT SURVEY CONTROL
 JB0772  ___________________________________________________________________
 JB0772* NAD 83(1997)-  38 59 11.29465(N)    089 10 01.93410(W)     ADJUSTED  
 JB0772* NAVD 88     -       161.767  (meters)     530.73   (feet)  ADJUSTED  
 JB0772  ___________________________________________________________________
 JB0772  X           -      72,154.796 (meters)                     COMP
 JB0772  Y           -  -4,963,849.151 (meters)                     COMP
 JB0772  Z           -   3,991,231.529 (meters)                     COMP
 JB0772  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JB0772  ELLIP HEIGHT-         130.11  (meters)          (12/06/04) GPS OBS
 JB0772  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JB0772  DYNAMIC HT  -         161.668 (meters)     530.41  (feet)  COMP
 JB0772  MODELED GRAV-     980,010.0   (mgal)                       NAVD 88
 JB0772
 JB0772  HORZ ORDER  -  FIRST
 JB0772  VERT ORDER  -  FIRST     CLASS II
 JB0772  ELLP ORDER  -  FOURTH    CLASS I
 JB0772
 JB0772.This mark is at Vandalia Airport (VLA)
 JB0772
 JB0772.The horizontal coordinates were established by GPS observations
 JB0772.and adjusted by the National Geodetic Survey in October 1999..
 JB0772
 JB0772.The orthometric height was determined by differential leveling
 JB0772.and adjusted by the National Geodetic Survey in June 1991..
 JB0772
 JB0772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0772
 JB0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0772
 JB0772.The ellipsoidal height was determined by GPS observations
 JB0772.and is referenced to NAD 83.
 JB0772
 JB0772.The geoid height was determined by GEOID03.
 JB0772
 JB0772.The dynamic height is computed by dividing the NAVD 88
 JB0772.geopotential number by the normal gravity value computed on the
 JB0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0772.degrees latitude (g = 980.6199 gals.).
 JB0772
 JB0772.The modeled gravity was interpolated from observed gravity values.
 JB0772
 JB0772;                    North         East     Units Scale Factor Converg.
 JB0772;SPC IL E     -   257,806.899   227,752.304   MT  1.00003925   -0 31 28.7
 JB0772;SPC IL E     -   845,821.47    747,217.35   sFT  1.00003925   -0 31 28.7
 JB0772;UTM  16      - 4,317,509.255   312,292.851   MT  1.00003387   -1 21 49.9
 JB0772
 JB0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0772!SPC IL E     -   0.99997959  x   1.00003925  =   1.00001884
 JB0772!UTM  16      -   0.99997959  x   1.00003387  =   1.00001346
 JB0772
 JB0772:                Primary Azimuth Mark                     Grid Az
 JB0772:SPC IL E     -  VANPORT                                  014 37 29.6
 JB0772:UTM  16      -  VANPORT                                  015 27 50.8
 JB0772
 JB0772|---------------------------------------------------------------------|
 JB0772| PID    Reference Object                     Distance      Geod. Az  |
 JB0772|                                                           dddmmss.s |
 JB0772| JB2059 VANPORT                             400.197 METERS 0140600.9 |
 JB0772|---------------------------------------------------------------------|
 JB0772
 JB0772                          SUPERSEDED SURVEY CONTROL
 JB0772
 JB0772  ELLIP H (10/21/99)  130.15   (m)                       GP(       ) 4 1
 JB0772  NAD 83(1986)-  38 59 11.31181(N)    089 10 01.92467(W) AD(       ) 1
 JB0772  NAVD 88 (03/22/04)  161.77   (m)          530.7    (f) LEVELING    3  
 JB0772  NGVD 29 (??/??/92)  161.890  (m)          531.13   (f) ADJ UNCH    1 2
 JB0772
 JB0772.Superseded values are not recommended for survey control.
 JB0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0772.See file dsdata.txt to determine how the superseded data were derived.
 JB0772
 JB0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1229317509(NAD 83)
 JB0772_MARKER: DB = BENCH MARK DISK
 JB0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0772_SP_SET: CONCRETE POST
 JB0772_STAMPING: A 257 1961
 JB0772_MARK LOGO: CGS   
 JB0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0772+STABILITY: SURFACE MOTION
 JB0772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0772+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 JB0772
 JB0772  HISTORY     - Date     Condition        Report By
 JB0772  HISTORY     - 1961     MONUMENTED       CGS
 JB0772  HISTORY     - 1969     GOOD             NGS
 JB0772  HISTORY     - 19901017 GOOD             NGS
 JB0772  HISTORY     - 20020416 GOOD             HANPRO
 JB0772  HISTORY     - 20040119 GOOD             WOOLPT
 JB0772  HISTORY     - 20050317 GOOD             ILDT
 JB0772
 JB0772                          STATION DESCRIPTION
 JB0772
 JB0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0772'5 MI NW FROM VANDALIA.
 JB0772'ABOUT 1.15 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0772'THE UNION STATION AT VANDALIA, THENCE 0.5 MILE WEST ALONG U.S.
 JB0772'HIGHWAY 40, THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 185, THENCE
 JB0772'2.65 MILES WEST ALONG A BLACK TOP ROAD, THENCE 0.1 MILE NORTH
 JB0772'ALONG AIRPORT DRIVE, AT THE VANDALIA MUNICIPAL AIRPORT, 0.1
 JB0772'MILE WEST OF THE ADMINISTRATION BUILDING, AT THE SOUTH END AND
 JB0772'DIRECTLY IN LINE WITH THE CENTER LINE OF THE NORTH-SOUTH RUNWAY,
 JB0772'46 FEET SOUTH OF THE SOUTH END OF THE RUNWAY, 3 1/2 FEET NORTH
 JB0772'OF THE CENTER ONE OF 5 RUNWAY LIGHTS, 1 1/2 FEET BELOW THE LEVEL
 JB0772'OF THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0772'2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 2, T 6 N, R 1 W.
 JB0772
 JB0772                          STATION RECOVERY (1990)
 JB0772
 JB0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JB0772'STATION IS LOCATED ABOUT 6 KM (3.7 MI)  WEST-NORTHWEST OF VANDALIA, AT
 JB0772'THE VANDALIA MUNICIPAL AIRPORT, ON THE SOUTH EXTENSION OF CENTERLINE
 JB0772'OF RUNWAY 18-36, 0N THE SOUTH CENTRAL EDGE OF SECTION 2, T 6 N, R 1
 JB0772'W. OWNERSHIP--VANDALIA PARK DISTRICT, VANDALIA AIRPORT, RTE 3,
 JB0772'VANDALIA, IL 62471.  AIRPORT MANAGER IS JOHN FERRERO, PHONE
 JB0772'618-283-4973.
 JB0772'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND US HIGHWAY 512
 JB0772'(EXIT 63) ON THE NORTH SIDE OF VANDALIA, GO SOUTH ON HIGHWAY 51 FOR
 JB0772'0.32 KM (0.20 MI)  TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, ON US
 JB0772'HIGHWAY 40 AND STATE HIGHWAY 185 FOR 1.80 KM (1.12 MI)  TO A
 JB0772'CROSSROAD.  TURN RIGHT, NORTH, ON HIGHWAY 185 FOR 0.94 KM (0.58 MI)
 JB0772'TO A PAVED ROAD LEFT.  TURN LEFT, WEST, FOR 4.02 KM (2.50 MI)  TO THE
 JB0772'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, ON PAVED ROAD FOR
 JB0772'0.18 KM (0.11 MI)  TO A GATE ON THE LEFT.  TURN LEFT THROUGH GATE,
 JB0772'THEN BEAR LEFT, SOUTHERLY, ON APRON AND RAMP TO END OF RUNWAY 36 AND
 JB0772'THE STATION.  (DO NOT PARK VEHICLE AT STATION UNLESS RUNWAY IS SHUT
 JB0772'DOWN).
 JB0772'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 30-CM ROUND
 JB0772'CONCRETE POST PROJECTING 1 CM.  IT IS 14.3 M (46.9 FT)  SOUTH OF THE
 JB0772'CENTER AND END OF THE RUNWAY, 20.5 M (67.3 FT)  SOUTHWEST OF THE
 JB0772'SOUTHEAST CORNER OF THE RUNWAY, 21.0 M (68.9 FT)  SOUTHEAST OF THE
 JB0772'SOUTHWEST CORNER OF THE RUNWAY, AND 0.3 M (1.0 FT)  WEST OF A SHORT
 JB0772'FIBERGLASS WITNESS POST.
 JB0772
 JB0772                          STATION RECOVERY (2002)
 JB0772
 JB0772'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2002 (DEF)
 JB0772'RECOVERED IN GOOD CONDITION.
 JB0772
 JB0772                          STATION RECOVERY (2004)
 JB0772
 JB0772'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 JB0772'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOODCONDITION.
 JB0772' 
 JB0772'
 JB0772
 JB0772                          STATION RECOVERY (2005)
 JB0772
 JB0772'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 JB0772'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0205 ***********************************************************************
 LD0205  DESIGNATION -  A 258
 LD0205  PID         -  LD0205
 LD0205  STATE/COUNTY-  IL/CASS
 LD0205  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0205
 LD0205                         *CURRENT SURVEY CONTROL
 LD0205  ___________________________________________________________________
 LD0205* NAD 83(1986)-  40 02 37.     (N)    090 09 28.     (W)     SCALED    
 LD0205* NAVD 88     -       142.567  (meters)     467.74   (feet)  ADJUSTED  
 LD0205  ___________________________________________________________________
 LD0205  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LD0205  DYNAMIC HT  -         142.493 (meters)     467.50  (feet)  COMP
 LD0205  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 LD0205
 LD0205  VERT ORDER  -  FIRST     CLASS II
 LD0205
 LD0205.The horizontal coordinates were scaled from a topographic map and have
 LD0205.an estimated accuracy of +/- 6 seconds.
 LD0205
 LD0205.The orthometric height was determined by differential leveling
 LD0205.and adjusted by the National Geodetic Survey in June 1991..
 LD0205
 LD0205.The geoid height was determined by GEOID03.
 LD0205
 LD0205.The dynamic height is computed by dividing the NAVD 88
 LD0205.geopotential number by the normal gravity value computed on the
 LD0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0205.degrees latitude (g = 980.6199 gals.).
 LD0205
 LD0205.The modeled gravity was interpolated from observed gravity values.
 LD0205
 LD0205;                    North         East    Units  Estimated Accuracy
 LD0205;SPC IL W     -   374,830.      700,760.      MT  (+/- 180 meters Scaled)
 LD0205
 LD0205                          SUPERSEDED SURVEY CONTROL
 LD0205
 LD0205  NGVD 29 (??/??/92)  142.669  (m)          468.07   (f) ADJ UNCH    1 2
 LD0205
 LD0205.Superseded values are not recommended for survey control.
 LD0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0205.See file dsdata.txt to determine how the superseded data were derived.
 LD0205
 LD0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE424364(NAD 83)
 LD0205_MARKER: DB = BENCH MARK DISK
 LD0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0205_SP_SET: BRIDGE
 LD0205_STAMPING: A 258 1961
 LD0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0205
 LD0205  HISTORY     - Date     Condition        Report By
 LD0205  HISTORY     - 1961     MONUMENTED       CGS
 LD0205  HISTORY     - 1976     MARK NOT FOUND   USGS
 LD0205
 LD0205                          STATION DESCRIPTION
 LD0205
 LD0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0205'0.4 MI SW FROM CHANDLERVILLE.
 LD0205'ABOUT 0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 78 FROM THE JUCNTION
 LD0205'OF LAKE STREET IN CHANDLERVILLE, ON TOP OF THE SOUTHWEST END OF
 LD0205'THE SOUTHEAST HEADWALL OF A 26-FOOT CONCRETE BOX CULVERT WITH
 LD0205'PARTITION UNDER THE HIGHWAY, 20 FEET SOUTHEAST OF THE CENTER LINE
 LD0205'OF THE HIGHWAY, 0.1 MILE NORTHEAST OF A CONCRETE BRIDGE OVER
 LD0205'PANTHER CREEK AND ABOUT LEVEL WITH THE HIGHWAY.
 LD0205
 LD0205                          STATION RECOVERY (1976)
 LD0205
 LD0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LD0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0492 ***********************************************************************
 LC0492  DESIGNATION -  A 259
 LC0492  PID         -  LC0492
 LC0492  STATE/COUNTY-  IL/DE WITT
 LC0492  USGS QUAD   -  CLINTON (1979)
 LC0492
 LC0492                         *CURRENT SURVEY CONTROL
 LC0492  ___________________________________________________________________
 LC0492* NAD 83(1986)-  40 10 01.     (N)    088 57 23.     (W)     SCALED    
 LC0492* NAVD 88     -       222.566  (meters)     730.20   (feet)  ADJUSTED  
 LC0492  ___________________________________________________________________
 LC0492  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC0492  DYNAMIC HT  -         222.453 (meters)     729.83  (feet)  COMP
 LC0492  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LC0492
 LC0492  VERT ORDER  -  FIRST     CLASS I
 LC0492
 LC0492.The horizontal coordinates were scaled from a topographic map and have
 LC0492.an estimated accuracy of +/- 6 seconds.
 LC0492
 LC0492.The orthometric height was determined by differential leveling
 LC0492.and adjusted by the National Geodetic Survey in June 1991..
 LC0492
 LC0492.The geoid height was determined by GEOID03.
 LC0492
 LC0492.The dynamic height is computed by dividing the NAVD 88
 LC0492.geopotential number by the normal gravity value computed on the
 LC0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0492.degrees latitude (g = 980.6199 gals.).
 LC0492
 LC0492.The modeled gravity was interpolated from observed gravity values.
 LC0492
 LC0492;                    North         East    Units  Estimated Accuracy
 LC0492;SPC IL E     -   388,720.      246,930.      MT  (+/- 180 meters Scaled)
 LC0492
 LC0492                          SUPERSEDED SURVEY CONTROL
 LC0492
 LC0492  NGVD 29 (??/??/92)  222.638  (m)          730.44   (f) ADJ UNCH    1 1
 LC0492
 LC0492.Superseded values are not recommended for survey control.
 LC0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0492.See file dsdata.txt to determine how the superseded data were derived.
 LC0492
 LC0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK334481(NAD 83)
 LC0492_MARKER: DB = BENCH MARK DISK
 LC0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0492_STAMPING: A 259 1961
 LC0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0492+STABILITY: SURFACE MOTION
 LC0492
 LC0492  HISTORY     - Date     Condition        Report By
 LC0492  HISTORY     - 1961     MONUMENTED       CGS
 LC0492  HISTORY     - 1969     GOOD             NGS
 LC0492  HISTORY     - 1976     GOOD             NGS
 LC0492  HISTORY     - 20040927 MARK NOT FOUND   ILDT
 LC0492
 LC0492                          STATION DESCRIPTION
 LC0492
 LC0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0492'1 MI N FROM CLINTON.
 LC0492'ABOUT 0.95 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0492'THE STATION AT CLINTON, 0.15 MILE NORTH OF MILEPOST 774, 17 FEET
 LC0492'WEST OF THE WEST RAIL OF THE MOST WESTERLY SET OF TRACKS, 41 FEET
 LC0492'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 26 FEET SOUTH OF A
 LC0492'CORNER FENCE POST, 1 FOOT EAST OF A FENCE, 1.8 FEET NORTH OF A
 LC0492'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 LC0492'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 LC0492'ABOVE THE SURFACE OF THE GROUND.  SEC 27, T20N, R2E
 LC0492
 LC0492                          STATION RECOVERY (1976)
 LC0492
 LC0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0492'RECOVERED IN GOOD CONDITION.
 LC0492
 LC0492                          STATION RECOVERY (2004)
 LC0492
 LC0492'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0514 ***********************************************************************
 LC0514  DESIGNATION -  A 260
 LC0514  PID         -  LC0514
 LC0514  STATE/COUNTY-  IL/MACON
 LC0514  USGS QUAD   -  MAROA (1979)
 LC0514
 LC0514                         *CURRENT SURVEY CONTROL
 LC0514  ___________________________________________________________________
 LC0514* NAD 83(1986)-  40 02 10.     (N)    088 57 10.     (W)     SCALED    
 LC0514* NAVD 88     -       220.215  (meters)     722.49   (feet)  ADJUSTED  
 LC0514  ___________________________________________________________________
 LC0514  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0514  DYNAMIC HT  -         220.101 (meters)     722.11  (feet)  COMP
 LC0514  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LC0514
 LC0514  VERT ORDER  -  FIRST     CLASS II
 LC0514
 LC0514.The horizontal coordinates were scaled from a topographic map and have
 LC0514.an estimated accuracy of +/- 6 seconds.
 LC0514
 LC0514.The orthometric height was determined by differential leveling
 LC0514.and adjusted by the National Geodetic Survey in June 1991..
 LC0514
 LC0514.The geoid height was determined by GEOID03.
 LC0514
 LC0514.The dynamic height is computed by dividing the NAVD 88
 LC0514.geopotential number by the normal gravity value computed on the
 LC0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0514.degrees latitude (g = 980.6199 gals.).
 LC0514
 LC0514.The modeled gravity was interpolated from observed gravity values.
 LC0514
 LC0514;                    North         East    Units  Estimated Accuracy
 LC0514;SPC IL E     -   374,190.      247,130.      MT  (+/- 180 meters Scaled)
 LC0514
 LC0514                          SUPERSEDED SURVEY CONTROL
 LC0514
 LC0514  NGVD 29 (??/??/92)  220.290  (m)          722.73   (f) ADJ UNCH    1 2
 LC0514
 LC0514.Superseded values are not recommended for survey control.
 LC0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0514.See file dsdata.txt to determine how the superseded data were derived.
 LC0514
 LC0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK333335(NAD 83)
 LC0514_MARKER: DB = BENCH MARK DISK
 LC0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0514_SP_SET: GRAIN ELEVATOR
 LC0514_STAMPING: A 260 1961
 LC0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0514
 LC0514  HISTORY     - Date     Condition        Report By
 LC0514  HISTORY     - 1961     MONUMENTED       CGS
 LC0514
 LC0514                          STATION DESCRIPTION
 LC0514
 LC0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0514'AT MAROA.
 LC0514'AT MAROA, 0.1 MILE SOUTH ALONG ILLINOIS CENTRAL RAILROAD FROM
 LC0514'THE STATION AT MAROA, IN SECTION 11, R 2E, T 18N, 0.1 MILE NORTH
 LC0514'OF MILEPOST 765, SET VERTICALLY IN THE WEST SIDE AT THE SOUTHWEST
 LC0514'CORNER OF THE GRAIN ELEVATOR AT MAROA, 24.7 FEET EAST OF THE EAST
 LC0514'RAIL OF MAIN TRACK, 1.5 FEET NORTH OF THE SOUTHWEST CORNER OF
 LC0514'ELEVATOR, 2 FEET ABOVE THE GROUND, 225 FEET SOUTH-SOUTHEAST OF AND
 LC0514'ACROSS TWO TRACKS FROM TRIANGULATION STATION MAROA, 241 FEET
 LC0514'SOUTH OF R.M. MAROA, AND ABOUT 1.5 FEET ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0515 ***********************************************************************
 LC0515  DESIGNATION -  A 260 RESET 1967
 LC0515  PID         -  LC0515
 LC0515  STATE/COUNTY-  IL/MACON
 LC0515  USGS QUAD   -  MAROA (1979)
 LC0515
 LC0515                         *CURRENT SURVEY CONTROL
 LC0515  ___________________________________________________________________
 LC0515* NAD 83(1986)-  40 02 10.     (N)    088 57 10.     (W)     SCALED    
 LC0515* NAVD 88     -       220.525  (meters)     723.51   (feet)  ADJUSTED  
 LC0515  ___________________________________________________________________
 LC0515  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0515  DYNAMIC HT  -         220.412 (meters)     723.13  (feet)  COMP
 LC0515  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LC0515
 LC0515  VERT ORDER  -  FIRST     CLASS I
 LC0515
 LC0515.The horizontal coordinates were scaled from a topographic map and have
 LC0515.an estimated accuracy of +/- 6 seconds.
 LC0515
 LC0515.The orthometric height was determined by differential leveling
 LC0515.and adjusted by the National Geodetic Survey in June 1991..
 LC0515
 LC0515.The geoid height was determined by GEOID03.
 LC0515
 LC0515.The dynamic height is computed by dividing the NAVD 88
 LC0515.geopotential number by the normal gravity value computed on the
 LC0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0515.degrees latitude (g = 980.6199 gals.).
 LC0515
 LC0515.The modeled gravity was interpolated from observed gravity values.
 LC0515
 LC0515;                    North         East    Units  Estimated Accuracy
 LC0515;SPC IL E     -   374,190.      247,130.      MT  (+/- 180 meters Scaled)
 LC0515
 LC0515                          SUPERSEDED SURVEY CONTROL
 LC0515
 LC0515  NGVD 29 (??/??/92)  220.601  (m)          723.76   (f) ADJ UNCH    1 1
 LC0515
 LC0515.Superseded values are not recommended for survey control.
 LC0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0515.See file dsdata.txt to determine how the superseded data were derived.
 LC0515
 LC0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK333335(NAD 83)
 LC0515_MARKER: DB = BENCH MARK DISK
 LC0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0515_STAMPING: A 260 RESET 1967
 LC0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0515+STABILITY: SURFACE MOTION
 LC0515
 LC0515  HISTORY     - Date     Condition        Report By
 LC0515  HISTORY     - 1967     MONUMENTED       CGS
 LC0515  HISTORY     - 1969     GOOD             NGS
 LC0515  HISTORY     - 1976     GOOD             NGS
 LC0515
 LC0515                          STATION DESCRIPTION
 LC0515
 LC0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0515'0.5 MI S FROM MAROA.
 LC0515'ABOUT 0.05 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0515'THE STATION AT MAROA, 24 FEET EAST OF THE EAST RAIL OF THE MOST
 LC0515'EASTERLY SET OF TRACKS, 174 FEET SOUTH OF THE CENTER LINE OF MAIN
 LC0515'STREET.  78 FEET WEST OF THE CENTER LINE OF OAK STREET, SET
 LC0515'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION FOR THE
 LC0515'MAROA FARMERS CO-OP ELEVATORS COMPANY OFFICE BUILDING, 0.8 FOOT EAST
 LC0515'OF THE SOUTHWEST CORNER OF THE BUILDING, ABOUT 2 FEET ABOVE THE
 LC0515'LEVEL OF THE TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 LC0515'SEC 11, T18N, R2E
 LC0515
 LC0515                          STATION RECOVERY (1976)
 LC0515
 LC0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0768 ***********************************************************************
 KB0768  DESIGNATION -  A 261
 KB0768  PID         -  KB0768
 KB0768  STATE/COUNTY-  IL/SHELBY
 KB0768  USGS QUAD   -  OCONEE (1982)
 KB0768
 KB0768                         *CURRENT SURVEY CONTROL
 KB0768  ___________________________________________________________________
 KB0768* NAD 83(1986)-  39 18 19.     (N)    089 06 20.     (W)     SCALED    
 KB0768* NAVD 88     -       207.143  (meters)     679.60   (feet)  ADJUSTED  
 KB0768  ___________________________________________________________________
 KB0768  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KB0768  DYNAMIC HT  -         207.017 (meters)     679.19  (feet)  COMP
 KB0768  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 KB0768
 KB0768  VERT ORDER  -  FIRST     CLASS I
 KB0768
 KB0768.The horizontal coordinates were scaled from a topographic map and have
 KB0768.an estimated accuracy of +/- 6 seconds.
 KB0768
 KB0768.The orthometric height was determined by differential leveling
 KB0768.and adjusted by the National Geodetic Survey in June 1991..
 KB0768
 KB0768.The geoid height was determined by GEOID03.
 KB0768
 KB0768.The dynamic height is computed by dividing the NAVD 88
 KB0768.geopotential number by the normal gravity value computed on the
 KB0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0768.degrees latitude (g = 980.6199 gals.).
 KB0768
 KB0768.The modeled gravity was interpolated from observed gravity values.
 KB0768
 KB0768;                    North         East    Units  Estimated Accuracy
 KB0768;SPC IL E     -   293,150.      233,400.      MT  (+/- 180 meters Scaled)
 KB0768
 KB0768                          SUPERSEDED SURVEY CONTROL
 KB0768
 KB0768  NGVD 29 (??/??/92)  207.224  (m)          679.87   (f) ADJ UNCH    1 1
 KB0768
 KB0768.Superseded values are not recommended for survey control.
 KB0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0768.See file dsdata.txt to determine how the superseded data were derived.
 KB0768
 KB0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ184527(NAD 83)
 KB0768_MARKER: DB = BENCH MARK DISK
 KB0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0768_STAMPING: A 261 1961
 KB0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0768+STABILITY: SURFACE MOTION
 KB0768
 KB0768  HISTORY     - Date     Condition        Report By
 KB0768  HISTORY     - 1961     MONUMENTED       CGS
 KB0768  HISTORY     - 1969     GOOD             NGS
 KB0768  HISTORY     - 1976     GOOD             NGS
 KB0768
 KB0768                          STATION DESCRIPTION
 KB0768
 KB0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0768'6 MI S FROM PANA.
 KB0768'ABOUT 6.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0768'RAILROAD SWITCH CONTROL TOWER AT PANA, 0.3 MILE SOUTH OF MILEPOST
 KB0768'714, 146 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE
 KB0768'RAILROAD AND A ROAD, 89 FEET EAST OF THE EAST RAIL, 85 FEET NORTH
 KB0768'OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF A FENCE, 2 1/2
 KB0768'FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET NORTH OF A METAL
 KB0768'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 KB0768'A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 KB0768'GROUND.  SEC 17, T10N, R1E.
 KB0768
 KB0768                          STATION RECOVERY (1976)
 KB0768
 KB0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0765 ***********************************************************************
 JB0765  DESIGNATION -  A 262
 JB0765  PID         -  JB0765
 JB0765  STATE/COUNTY-  IL/FAYETTE
 JB0765  USGS QUAD   -  VANDALIA (1974)
 JB0765
 JB0765                         *CURRENT SURVEY CONTROL
 JB0765  ___________________________________________________________________
 JB0765* NAD 83(1986)-  38 58 48.     (N)    089 06 23.     (W)     SCALED    
 JB0765* NAVD 88     -       157.278  (meters)     516.00   (feet)  ADJUSTED  
 JB0765  ___________________________________________________________________
 JB0765  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JB0765  DYNAMIC HT  -         157.181 (meters)     515.68  (feet)  COMP
 JB0765  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JB0765
 JB0765  VERT ORDER  -  FIRST     CLASS I
 JB0765
 JB0765.The horizontal coordinates were scaled from a topographic map and have
 JB0765.an estimated accuracy of +/- 6 seconds.
 JB0765
 JB0765.The orthometric height was determined by differential leveling
 JB0765.and adjusted by the National Geodetic Survey in June 1991..
 JB0765
 JB0765.The geoid height was determined by GEOID03.
 JB0765
 JB0765.The dynamic height is computed by dividing the NAVD 88
 JB0765.geopotential number by the normal gravity value computed on the
 JB0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0765.degrees latitude (g = 980.6199 gals.).
 JB0765
 JB0765.The modeled gravity was interpolated from observed gravity values.
 JB0765
 JB0765;                    North         East    Units  Estimated Accuracy
 JB0765;SPC IL E     -   257,040.      233,020.      MT  (+/- 180 meters Scaled)
 JB0765
 JB0765                          SUPERSEDED SURVEY CONTROL
 JB0765
 JB0765  NGVD 29 (??/??/92)  157.393  (m)          516.38   (f) ADJ UNCH    1 1
 JB0765
 JB0765.Superseded values are not recommended for survey control.
 JB0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0765.See file dsdata.txt to determine how the superseded data were derived.
 JB0765
 JB0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ175166(NAD 83)
 JB0765_MARKER: DB = BENCH MARK DISK
 JB0765_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB0765_SP_SET: 30 1/2 FEET
 JB0765_STAMPING: A 262 1961
 JB0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0765
 JB0765  HISTORY     - Date     Condition        Report By
 JB0765  HISTORY     - 1961     MONUMENTED       CGS
 JB0765  HISTORY     - 1969     GOOD             NGS
 JB0765  HISTORY     - 1976     GOOD             NGS
 JB0765
 JB0765                          STATION DESCRIPTION
 JB0765
 JB0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0765'1.4 MI N FROM VANDALIA.
 JB0765'ABOUT 1.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0765'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 JB0765'VANDALIA, 0.3 MILE NORTH OF MILEPOST 691, 75 YARDS NORTH OF THE
 JB0765'CROSSING OF THE RAILROAD AND THE NORTH TRAFFIC LANES FOR
 JB0765'INTERSTATE HIGHWAY 70, 110 FEET NORTHEAST OF THE CENTER OF A
 JB0765'CROSSING OF THE MAIN TRACK OF THE RAILROAD AND A PAVED ROAD, 94
 JB0765'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 55 FEET NORTH OF
 JB0765'THE CENTER LINE OF THE PAVED ROAD, 1 1/2 FEET WEST OF A
 JB0765'FENCE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 JB0765'WITH THE ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 JB0765'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 JB0765'TO A DEPTH OF 30 1/2 FEET AND IS ENCASED IN A 6-INCH TILE
 JB0765'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 JB0765'NOTE-- SEC 8, T 6 N, R 1 E.
 JB0765
 JB0765                          STATION RECOVERY (1976)
 JB0765
 JB0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0595 ***********************************************************************
 KB0595  DESIGNATION -  A 263
 KB0595  PID         -  KB0595
 KB0595  STATE/COUNTY-  IL/MACON
 KB0595  USGS QUAD   -  MACON EAST (1983)
 KB0595
 KB0595                         *CURRENT SURVEY CONTROL
 KB0595  ___________________________________________________________________
 KB0595* NAD 83(1986)-  39 43 19.     (N)    088 59 39.     (W)     SCALED    
 KB0595* NAVD 88     -       220.255  (meters)     722.62   (feet)  ADJUSTED  
 KB0595  ___________________________________________________________________
 KB0595  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB0595  DYNAMIC HT  -         220.132 (meters)     722.22  (feet)  COMP
 KB0595  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 KB0595
 KB0595  VERT ORDER  -  FIRST     CLASS I
 KB0595
 KB0595.The horizontal coordinates were scaled from a topographic map and have
 KB0595.an estimated accuracy of +/- 6 seconds.
 KB0595
 KB0595.The orthometric height was determined by differential leveling
 KB0595.and adjusted by the National Geodetic Survey in June 1991..
 KB0595
 KB0595.The geoid height was determined by GEOID03.
 KB0595
 KB0595.The dynamic height is computed by dividing the NAVD 88
 KB0595.geopotential number by the normal gravity value computed on the
 KB0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0595.degrees latitude (g = 980.6199 gals.).
 KB0595
 KB0595.The modeled gravity was interpolated from observed gravity values.
 KB0595
 KB0595;                    North         East    Units  Estimated Accuracy
 KB0595;SPC IL E     -   339,340.      243,340.      MT  (+/- 180 meters Scaled)
 KB0595
 KB0595                          SUPERSEDED SURVEY CONTROL
 KB0595
 KB0595  NGVD 29 (??/??/92)  220.331  (m)          722.87   (f) ADJ UNCH    1 1
 KB0595
 KB0595.Superseded values are not recommended for survey control.
 KB0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0595.See file dsdata.txt to determine how the superseded data were derived.
 KB0595
 KB0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ290987(NAD 83)
 KB0595_MARKER: DB = BENCH MARK DISK
 KB0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0595_STAMPING: A 263 1961
 KB0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0595+STABILITY: SURFACE MOTION
 KB0595
 KB0595  HISTORY     - Date     Condition        Report By
 KB0595  HISTORY     - 1961     MONUMENTED       CGS
 KB0595  HISTORY     - 1969     GOOD             NGS
 KB0595  HISTORY     - 1976     GOOD             NGS
 KB0595  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0595
 KB0595                          STATION DESCRIPTION
 KB0595
 KB0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0595'0.8 MI N FROM MACON.
 KB0595'ABOUT 0.8 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0595'THE PEOPLES BANK OF MACON AT MACON, 0.4 MILE SOUTH OF A CROSSING
 KB0595'OF THE RAILROAD AND A PAVED ROAD, 76 FEET EAST OF THE EAST RAIL
 KB0595'OF THE MAIN TRACK, 52 FEET WEST OF THE CENTER LINE OF U.S.
 KB0595'HIGHWAY 51, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH
 KB0595'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 KB0595'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 KB0595'SURFACE OF THE GROUND.  SEC 28, T 15 N, R 2 E.
 KB0595
 KB0595                          STATION RECOVERY (1976)
 KB0595
 KB0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0595'RECOVERED IN GOOD CONDITION.
 KB0595
 KB0595                          STATION RECOVERY (2000)
 KB0595
 KB0595'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0595'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0595'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB0595'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0042 ***********************************************************************
 LD0042  DESIGNATION -  A 264
 LD0042  PID         -  LD0042
 LD0042  STATE/COUNTY-  IL/KNOX
 LD0042  USGS QUAD   -  GALESBURG WEST (1996)
 LD0042
 LD0042                         *CURRENT SURVEY CONTROL
 LD0042  ___________________________________________________________________
 LD0042* NAD 83(1986)-  40 56 32.     (N)    090 25 59.     (W)     SCALED    
 LD0042* NAVD 88     -       233.095  (meters)     764.75   (feet)  ADJUSTED  
 LD0042  ___________________________________________________________________
 LD0042  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0042  DYNAMIC HT  -         232.991 (meters)     764.40  (feet)  COMP
 LD0042  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 LD0042
 LD0042  VERT ORDER  -  SECOND    CLASS 0
 LD0042
 LD0042.This mark is at Galesburg Airport (GBG)
 LD0042
 LD0042.The horizontal coordinates were scaled from a topographic map and have
 LD0042.an estimated accuracy of +/- 6 seconds.
 LD0042
 LD0042.The orthometric height was determined by differential leveling
 LD0042.and adjusted by the National Geodetic Survey in June 1991..
 LD0042
 LD0042.The geoid height was determined by GEOID03.
 LD0042
 LD0042.The dynamic height is computed by dividing the NAVD 88
 LD0042.geopotential number by the normal gravity value computed on the
 LD0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0042.degrees latitude (g = 980.6199 gals.).
 LD0042
 LD0042.The modeled gravity was interpolated from observed gravity values.
 LD0042
 LD0042;                    North         East    Units  Estimated Accuracy
 LD0042;SPC IL W     -   474,640.      677,570.      MT  (+/- 180 meters Scaled)
 LD0042
 LD0042                          SUPERSEDED SURVEY CONTROL
 LD0042
 LD0042  NGVD 29 (??/??/92)  233.152  (m)          764.93   (f) ADJ UNCH    2 0
 LD0042
 LD0042.Superseded values are not recommended for survey control.
 LD0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0042.See file dsdata.txt to determine how the superseded data were derived.
 LD0042
 LD0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF160355(NAD 83)
 LD0042_MARKER: DB = BENCH MARK DISK
 LD0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0042_SP_SET: BUILDING
 LD0042_STAMPING: A 264 1965
 LD0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LD0042+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 LD0042
 LD0042  HISTORY     - Date     Condition        Report By
 LD0042  HISTORY     - 1965     MONUMENTED       CGS
 LD0042  HISTORY     - 1977     GOOD             NGS
 LD0042  HISTORY     - 19971126 GOOD             USPSQD
 LD0042  HISTORY     - 20050126 GOOD             USPSQD
 LD0042
 LD0042                          STATION DESCRIPTION
 LD0042
 LD0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LD0042'3 MI W FROM GALESBURG.
 LD0042'THE MARK IS LOCATED AT THE GALESBURG MUNICIPAL AIRPORT, SET
 LD0042'VERTICALLY IN A DRILL HOLE IN THE SOUTHWEST FACE OF THE TERMINAL
 LD0042'BUILDING, ABOUT 30 INCHES SOUTHEAST OF THE WEST CORNER OF THE
 LD0042'BUILDING, AND 30 INCHES ABOVE THE SIDEWALK.  IT IS A STANDARD DISK
 LD0042'STAMPED A 264 1965.
 LD0042
 LD0042                          STATION RECOVERY (1977)
 LD0042
 LD0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LD0042'RECOVERED IN GOOD CONDITION.
 LD0042
 LD0042                          STATION RECOVERY (1997)
 LD0042
 LD0042'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0042'RECOVERED IN GOOD CONDITION.
 LD0042
 LD0042                          STATION RECOVERY (2005)
 LD0042
 LD0042'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1129 ***********************************************************************
 MF1129  DESIGNATION -  A 265
 MF1129  PID         -  MF1129
 MF1129  STATE/COUNTY-  IL/WHITESIDE
 MF1129  USGS QUAD   -  HAHNAMAN (1982)
 MF1129
 MF1129                         *CURRENT SURVEY CONTROL
 MF1129  ___________________________________________________________________
 MF1129* NAD 83(1986)-  41 44 12.     (N)    089 37 54.     (W)     SCALED    
 MF1129* NAVD 88     -       199.163  (meters)     653.42   (feet)  ADJUSTED  
 MF1129  ___________________________________________________________________
 MF1129  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1129  DYNAMIC HT  -         199.091 (meters)     653.18  (feet)  COMP
 MF1129  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 MF1129
 MF1129  VERT ORDER  -  SECOND    CLASS 0
 MF1129
 MF1129.The horizontal coordinates were scaled from a topographic map and have
 MF1129.an estimated accuracy of +/- 6 seconds.
 MF1129
 MF1129.The orthometric height was determined by differential leveling
 MF1129.and adjusted by the National Geodetic Survey in June 1991..
 MF1129
 MF1129.The geoid height was determined by GEOID03.
 MF1129
 MF1129.The dynamic height is computed by dividing the NAVD 88
 MF1129.geopotential number by the normal gravity value computed on the
 MF1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1129.degrees latitude (g = 980.6199 gals.).
 MF1129
 MF1129.The modeled gravity was interpolated from observed gravity values.
 MF1129
 MF1129;                    North         East    Units  Estimated Accuracy
 MF1129;SPC IL W     -   562,970.      744,510.      MT  (+/- 180 meters Scaled)
 MF1129
 MF1129                          SUPERSEDED SURVEY CONTROL
 MF1129
 MF1129  NGVD 29 (??/??/92)  199.229  (m)          653.64   (f) ADJ UNCH    2 0
 MF1129
 MF1129.Superseded values are not recommended for survey control.
 MF1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1129.See file dsdata.txt to determine how the superseded data were derived.
 MF1129
 MF1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM811238(NAD 83)
 MF1129_MARKER: DB = BENCH MARK DISK
 MF1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1129_STAMPING: A 265 1966
 MF1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1129+STABILITY: SURFACE MOTION
 MF1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1129+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 MF1129
 MF1129  HISTORY     - Date     Condition        Report By
 MF1129  HISTORY     - 1966     MONUMENTED       CGS
 MF1129  HISTORY     - 19940815 GOOD             USPSQD
 MF1129  HISTORY     - 19990501 GOOD             USPSQD
 MF1129  HISTORY     - 20010925 GOOD             CMT
 MF1129  HISTORY     - 20030315 GOOD             USPSQD
 MF1129  HISTORY     - 20050322 GOOD             USPSQD
 MF1129
 MF1129                          STATION DESCRIPTION
 MF1129
 MF1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MF1129'4.8 MI SE FROM ROCK FALLS.
 MF1129'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 AND U.S
 MF1129'HIGHWAY 30, AT THE SOUTH EDGE OF ROCK FALLS, GO SOUTH ON HIGHWAY 88
 MF1129'FOR 1.95 MILES TO A CROSSROADS, TURN LEFT AND GO 2.85 MI. TO A T ROAD
 MF1129'JUNCTION AND MARK ON THE LEFT.  3 FT. WEST OF CONCRETE POST NO. 92A
 MF1129'MFT 51, 37 FT. WEST OF NORTH SOUTH ROAD, 1 FT. SOUTH OF FENCELINE,
 MF1129'34 FT. NORTH OF EAST WEST ROAD, 52 FT. NORTH WEST OF INTERSECTION
 MF1129'OF T ROAD JUNCTION, AND 4 FT. WEST OF A CORNER POST.
 MF1129
 MF1129                          STATION RECOVERY (1994)
 MF1129
 MF1129'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1129'RECOVERED IN GOOD CONDITION.
 MF1129
 MF1129                          STATION RECOVERY (1999)
 MF1129
 MF1129'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1129'RECOVERED IN GOOD CONDITION.
 MF1129
 MF1129                          STATION RECOVERY (2001)
 MF1129
 MF1129'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 MF1129'RECOVERED IN GOOD CONDITION.
 MF1129
 MF1129                          STATION RECOVERY (2003)
 MF1129
 MF1129'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1129'RECOVERED IN GOOD CONDITION.
 MF1129
 MF1129                          STATION RECOVERY (2005)
 MF1129
 MF1129'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1881 ***********************************************************************
 ME1881  DESIGNATION -  A 266
 ME1881  PID         -  ME1881
 ME1881  STATE/COUNTY-  IL/COOK
 ME1881  USGS QUAD   -  JACKSON PARK (1993)
 ME1881
 ME1881                         *CURRENT SURVEY CONTROL
 ME1881  ___________________________________________________________________
 ME1881* NAD 83(1986)-  41 46 04.     (N)    087 36 37.     (W)     SCALED    
 ME1881* NAVD 88     -       183.526  (meters)     602.12   (feet)  ADJUSTED  
 ME1881  ___________________________________________________________________
 ME1881  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1881  DYNAMIC HT  -         183.462 (meters)     601.91  (feet)  COMP
 ME1881  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 ME1881
 ME1881  VERT ORDER  -  FIRST     CLASS I
 ME1881
 ME1881.The horizontal coordinates were scaled from a topographic map and have
 ME1881.an estimated accuracy of +/- 6 seconds.
 ME1881
 ME1881.The orthometric height was determined by differential leveling
 ME1881.and adjusted by the National Geodetic Survey in April 1995..
 ME1881
 ME1881.The geoid height was determined by GEOID03.
 ME1881
 ME1881.The dynamic height is computed by dividing the NAVD 88
 ME1881.geopotential number by the normal gravity value computed on the
 ME1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1881.degrees latitude (g = 980.6199 gals.).
 ME1881
 ME1881.The modeled gravity was interpolated from observed gravity values.
 ME1881
 ME1881;                    North         East    Units  Estimated Accuracy
 ME1881;SPC IL E     -   566,560.      360,120.      MT  (+/- 180 meters Scaled)
 ME1881
 ME1881                          SUPERSEDED SURVEY CONTROL
 ME1881
 ME1881  NAVD 88 (06/15/91)  183.528  (m)          602.12   (f) UNKNOWN     1 1
 ME1881  NGVD 29 (01/19/93)  183.626  (m)          602.45   (f) ADJUSTED    1 1
 ME1881
 ME1881.Superseded values are not recommended for survey control.
 ME1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1881.See file dsdata.txt to determine how the superseded data were derived.
 ME1881
 ME1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM492241(NAD 83)
 ME1881_MARKER: DB = BENCH MARK DISK
 ME1881_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ME1881_SP_SET: RETAINING WALL
 ME1881_STAMPING: A 266 1968
 ME1881_MARK LOGO: CGS   
 ME1881_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1881+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1881
 ME1881  HISTORY     - Date     Condition        Report By
 ME1881  HISTORY     - 1968     MONUMENTED       CGS
 ME1881  HISTORY     - 1977     GOOD             NGS
 ME1881  HISTORY     - 19920805 GOOD             NGS
 ME1881
 ME1881                          STATION DESCRIPTION
 ME1881
 ME1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1881'AT CHICAGO.
 ME1881'AT CHICAGO, ABOUT 1.2 MILES SOUTHEAST ALONG THE PENN CENTRAL
 ME1881'RAILROAD FROM THE STATION AT ENGELWOOD, AT THE OVERPASS OVER ST.
 ME1881'LAWRENCE AVENUE, SET ON THE TOP OF THE NORTH END OF THE CONCRETE
 ME1881'RETAINING WALL ON WEST SIDE OF ST LAWRENCE AVENUE, BETWEEN THE
 ME1881'TRACKS AND THE ILLINOIS TOLL ROAD, NEAR THE SOUTH END OF THE
 ME1881'WEST CONCRETE AND STONE ABUTMENT OF THE SOUTHERN MOST OVERPASS
 ME1881'OVER THE AVENUE, 18 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 ME1881'SOUTHWEST TRACK, 15 FEET SOUTH OF THE NORTHWEST END OF THE IRON
 ME1881'RAILING ON THE SOUTHWEST SIDE OF THE OVERPASS, 0.8 FOOT SOUTH
 ME1881'OF THE SOUTH END OF THE WEST ABUTMENT OF THE OVERPASS AND 1/2
 ME1881'FOOT BELOW THE LEVEL OF THE TRACK.
 ME1881
 ME1881                          STATION RECOVERY (1977)
 ME1881
 ME1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1881'RECOVERED IN GOOD CONDITION.
 ME1881
 ME1881                          STATION RECOVERY (1992)
 ME1881
 ME1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1881'IN CHICAGO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND SOUTH
 ME1881'SAINT LAWRENCE AVENUE, IN A CONCRETE RETAINING WALL ALONG THE WEST
 ME1881'SIDE OF THE AVENUE, BETWEEN THE RAILROAD AND THE CHICAGO SKYWAY TOLL
 ME1881'ROAD, 11.4 M (37.4 FT) WEST OF THE AVENUE CENTER, 5.9 M (19.4 FT)
 ME1881'SOUTHWEST OF THE NEAR RAIL, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF
 ME1881'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0823 ***********************************************************************
 JB0823  DESIGNATION -  A 268
 JB0823  PID         -  JB0823
 JB0823  STATE/COUNTY-  IL/MARION
 JB0823  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0823
 JB0823                         *CURRENT SURVEY CONTROL
 JB0823  ___________________________________________________________________
 JB0823* NAD 83(1986)-  38 37 09.     (N)    089 07 07.     (W)     SCALED    
 JB0823* NAVD 88     -       155.582  (meters)     510.44   (feet)  ADJUSTED  
 JB0823  ___________________________________________________________________
 JB0823  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JB0823  DYNAMIC HT  -         155.484 (meters)     510.12  (feet)  COMP
 JB0823  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JB0823
 JB0823  VERT ORDER  -  FIRST     CLASS I
 JB0823
 JB0823.The horizontal coordinates were scaled from a topographic map and have
 JB0823.an estimated accuracy of +/- 6 seconds.
 JB0823
 JB0823.The orthometric height was determined by differential leveling
 JB0823.and adjusted by the National Geodetic Survey in June 1991..
 JB0823
 JB0823.The geoid height was determined by GEOID03.
 JB0823
 JB0823.The dynamic height is computed by dividing the NAVD 88
 JB0823.geopotential number by the normal gravity value computed on the
 JB0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0823.degrees latitude (g = 980.6199 gals.).
 JB0823
 JB0823.The modeled gravity was interpolated from observed gravity values.
 JB0823
 JB0823;                    North         East    Units  Estimated Accuracy
 JB0823;SPC IL E     -   217,000.      231,610.      MT  (+/- 180 meters Scaled)
 JB0823
 JB0823                          SUPERSEDED SURVEY CONTROL
 JB0823
 JB0823  NGVD 29 (??/??/92)  155.714  (m)          510.87   (f) ADJ UNCH    1 1
 JB0823
 JB0823.Superseded values are not recommended for survey control.
 JB0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0823.See file dsdata.txt to determine how the superseded data were derived.
 JB0823
 JB0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH155766(NAD 83)
 JB0823_MARKER: DB = BENCH MARK DISK
 JB0823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB0823_SP_SET: COPPER-CLAD STEEL ROD
 JB0823_STAMPING: A 268 1969
 JB0823_MARK LOGO: CGS   
 JB0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0823
 JB0823  HISTORY     - Date     Condition        Report By
 JB0823  HISTORY     - 1969     MONUMENTED       CGS
 JB0823  HISTORY     - 1986     GOOD             NGS
 JB0823
 JB0823                          STATION DESCRIPTION
 JB0823
 JB0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0823'0.4 MI N FROM SANDOVAL.
 JB0823'ABOUT 0.4 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0823'THE CROSSING OF THE RAILROAD AND THE BALTIMORE AND OHIO RAILROAD
 JB0823'AT SANDOVAL, IN SECTION 17, T 2 N, R 1 E, 69 FEET EAST AND ACROSS
 JB0823'THE TRACK FROM MILEPOST 666, 56 FEET EAST OF THE EAST RAIL, 21
 JB0823'FEET WEST OF THE CENTER LINE OF A ROAD WHICH PARALLELS THE
 JB0823'TRACK ON THE EAST SIDE, 2 FEET WEST OF A TELEPHONE POLE, 154
 JB0823'FEET SOUTH OF BENCH MARK S 255, 1.3 FEET EAST OF A METAL WITNESS
 JB0823'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, ABOUT 2 FEET
 JB0823'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 JB0823'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20 FEET AND IS
 JB0823'ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 INCH ABOVE THE SURFACE
 JB0823'OF THE GROUND.
 JB0823
 JB0823                          STATION RECOVERY (1986)
 JB0823
 JB0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0823'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 JB0823'MI) SOUTH ALONG U.S. HIGHWAY 51 FROM ITS NORTH JUNCTION WITH U.S.
 JB0823'HIGHWAY 50 IN SANDOVAL, THENCE 0.4 KM (0.25 MI) WEST ALONG A PAVED
 JB0823'ROAD, THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVELED ROAD, 25.0 M (82.0
 JB0823'FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO A MOBILE
 JB0823'HOME, AND 6.4 M (21.0 FT) WEST OF THE CENTER OF THE ROAD.
 JB0823'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 JB0823'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0485 ***********************************************************************
 NH0485  DESIGNATION -  A 269
 NH0485  PID         -  NH0485
 NH0485  STATE/COUNTY-  IL/OGLE
 NH0485  USGS QUAD   -  KINGS (1993)
 NH0485
 NH0485                         *CURRENT SURVEY CONTROL
 NH0485  ___________________________________________________________________
 NH0485* NAD 83(1986)-  42 05 59.     (N)    089 05 29.     (W)     SCALED    
 NH0485* NAVD 88     -       240.084  (meters)     787.68   (feet)  ADJUSTED  
 NH0485  ___________________________________________________________________
 NH0485  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NH0485  DYNAMIC HT  -         240.004 (meters)     787.41  (feet)  COMP
 NH0485  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 NH0485
 NH0485  VERT ORDER  -  FIRST     CLASS I
 NH0485
 NH0485.The horizontal coordinates were scaled from a topographic map and have
 NH0485.an estimated accuracy of +/- 6 seconds.
 NH0485
 NH0485.The orthometric height was determined by differential leveling
 NH0485.and adjusted by the National Geodetic Survey in June 1991..
 NH0485
 NH0485.The geoid height was determined by GEOID03.
 NH0485
 NH0485.The dynamic height is computed by dividing the NAVD 88
 NH0485.geopotential number by the normal gravity value computed on the
 NH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0485.degrees latitude (g = 980.6199 gals.).
 NH0485
 NH0485.The modeled gravity was interpolated from observed gravity values.
 NH0485
 NH0485;                    North         East    Units  Estimated Accuracy
 NH0485;SPC IL W     -   603,720.      788,940.      MT  (+/- 180 meters Scaled)
 NH0485
 NH0485                          SUPERSEDED SURVEY CONTROL
 NH0485
 NH0485  NGVD 29 (??/??/92)  240.125  (m)          787.81   (f) ADJ UNCH    1 1
 NH0485
 NH0485.Superseded values are not recommended for survey control.
 NH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0485.See file dsdata.txt to determine how the superseded data were derived.
 NH0485
 NH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM270629(NAD 83)
 NH0485_MARKER: DB = BENCH MARK DISK
 NH0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0485_SP_SET: 22 1/2 FEET
 NH0485_STAMPING: A 269 1969
 NH0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0485
 NH0485  HISTORY     - Date     Condition        Report By
 NH0485  HISTORY     - 1969     MONUMENTED       CGS
 NH0485  HISTORY     - 1970     GOOD             NGS
 NH0485  HISTORY     - 1987     POOR             USPSQD
 NH0485  HISTORY     - 19960614 MARK NOT FOUND   USPSQD
 NH0485  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0485  HISTORY     - 20020403 POOR             USPSQD
 NH0485
 NH0485                          STATION DESCRIPTION
 NH0485
 NH0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0485'AT DAVIS JUNCTION.
 NH0485'AT DAVIS JUNCTION, 157 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NH0485'RAILROAD STATION, 33 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 NH0485'TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 NH0485'18 FEET NORTH OF THE NORTH EDGE OF A BRICK PLATFORM, 5 FEET WEST
 NH0485'OF A TELEPHONE POLE, 0.7 FOOT EAST OF A METAL WITNESS POST,
 NH0485'ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A COPPER COATED
 NH0485'ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 22 1/2 FEET AND IS
 NH0485'ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE
 NH0485'SURFACE OF THE GROUND.  SEC 23, T 42 N, R 1 E.
 NH0485
 NH0485                          STATION RECOVERY (1987)
 NH0485
 NH0485'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0485'MARK RECOVERED IN POOR CONDITION.
 NH0485
 NH0485                          STATION RECOVERY (1996)
 NH0485
 NH0485'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0485'MARK NOT FOUND.
 NH0485
 NH0485                          STATION RECOVERY (2001)
 NH0485
 NH0485'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0485'STATION AND PLATFORM GONE.
 NH0485
 NH0485                          STATION RECOVERY (2002)
 NH0485
 NH0485'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 NH0485'STATION AND PLATFORM NO LONGER EXIST. MARK IS AT THE EAST EDGE OF A
 NH0485'RAILROAD MATERIALS STORAGE YARD ABOUT 40 FEET EAST OF A LARGE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1433 ***********************************************************************
 ME1433  DESIGNATION -  A 27
 ME1433  PID         -  ME1433
 ME1433  STATE/COUNTY-  IL/WILL
 ME1433  USGS QUAD   -  FRANKFORT (1990)
 ME1433
 ME1433                         *CURRENT SURVEY CONTROL
 ME1433  ___________________________________________________________________
 ME1433* NAD 83(1986)-  41 29 56.     (N)    087 47 24.     (W)     SCALED    
 ME1433* NAVD 88     -       217.116  (meters)     712.32   (feet)  ADJUSTED  
 ME1433  ___________________________________________________________________
 ME1433  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 ME1433  DYNAMIC HT  -         217.031 (meters)     712.04  (feet)  COMP
 ME1433  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 ME1433
 ME1433  VERT ORDER  -  SECOND    CLASS 0
 ME1433
 ME1433.The horizontal coordinates were scaled from a topographic map and have
 ME1433.an estimated accuracy of +/- 6 seconds.
 ME1433
 ME1433.The orthometric height was determined by differential leveling
 ME1433.and adjusted by the National Geodetic Survey in June 1991..
 ME1433
 ME1433.The geoid height was determined by GEOID03.
 ME1433
 ME1433.The dynamic height is computed by dividing the NAVD 88
 ME1433.geopotential number by the normal gravity value computed on the
 ME1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1433.degrees latitude (g = 980.6199 gals.).
 ME1433
 ME1433.The modeled gravity was interpolated from observed gravity values.
 ME1433
 ME1433;                    North         East    Units  Estimated Accuracy
 ME1433;SPC IL E     -   536,590.      345,370.      MT  (+/- 180 meters Scaled)
 ME1433
 ME1433                          SUPERSEDED SURVEY CONTROL
 ME1433
 ME1433  NGVD 29 (??/??/92)  217.203  (m)          712.61   (f) ADJ UNCH    2 0
 ME1433
 ME1433.Superseded values are not recommended for survey control.
 ME1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1433.See file dsdata.txt to determine how the superseded data were derived.
 ME1433
 ME1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL340944(NAD 83)
 ME1433_MARKER: DB = BENCH MARK DISK
 ME1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1433_STAMPING: A 27 1934
 ME1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1433+STABILITY: SURFACE MOTION
 ME1433
 ME1433  HISTORY     - Date     Condition        Report By
 ME1433  HISTORY     - 1934     MONUMENTED       CGS
 ME1433  HISTORY     - 1972     GOOD             NGS
 ME1433  HISTORY     - 1980     GOOD             LOCSUR
 ME1433  HISTORY     - 20050505 MARK NOT FOUND   INDIV
 ME1433  HISTORY     - 20050516 MARK NOT FOUND   NGS
 ME1433  HISTORY     - 20050516 MARK NOT FOUND   NGS
 ME1433
 ME1433                          STATION DESCRIPTION
 ME1433
 ME1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1433'4.8 MI W FROM MATTESON.
 ME1433'IN WILL COUNTY, 4.8 MILES WEST ALONG THE MICHIGAN CENTRAL
 ME1433'RAILROAD FROM THE STATION AT MATTESON, COOK COUNTY, AT THE
 ME1433'CROSSING OF HARLEM AVENUE, 31 FEET WEST OF THE CENTERLINE OF THE
 ME1433'AVENUE, 28 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 1.5 FEET
 ME1433'NORTHEAST OF A TELEPHONE POLE, AND ABOUT 1 FOOT LOWER THAN THE
 ME1433'RAIL.  A STANDARD DISK, STAMPED A 27 1934 AND SET IN THE TOP
 ME1433'OF A CONCRETE POST.
 ME1433
 ME1433                          STATION RECOVERY (1972)
 ME1433
 ME1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ME1433'RECOVERED IN GOOD CONDITION.
 ME1433
 ME1433                          STATION RECOVERY (1980)
 ME1433
 ME1433'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 ME1433'RECOVERED IN GOOD CONDITION.
 ME1433
 ME1433                          STATION RECOVERY (2005)
 ME1433
 ME1433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TBW)
 ME1433'UNABLE TO RECOVER MONUMENT
 ME1433
 ME1433                          STATION RECOVERY (2005)
 ME1433
 ME1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (TBW)
 ME1433'MARK NOT FOUND
 ME1433
 ME1433                          STATION RECOVERY (2005)
 ME1433
 ME1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (TBW)
 ME1433'MAARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0596 ***********************************************************************
 HB0596  DESIGNATION -  A 270
 HB0596  PID         -  HB0596
 HB0596  STATE/COUNTY-  IL/PERRY
 HB0596  USGS QUAD   -  ELKVILLE (1978)
 HB0596
 HB0596                         *CURRENT SURVEY CONTROL
 HB0596  ___________________________________________________________________
 HB0596* NAD 83(1986)-  37 59 04.     (N)    089 14 05.     (W)     SCALED    
 HB0596* NAVD 88     -       133.268  (meters)     437.23   (feet)  ADJUSTED  
 HB0596  ___________________________________________________________________
 HB0596  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HB0596  DYNAMIC HT  -         133.181 (meters)     436.94  (feet)  COMP
 HB0596  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 HB0596
 HB0596  VERT ORDER  -  FIRST     CLASS I
 HB0596
 HB0596.The horizontal coordinates were scaled from a topographic map and have
 HB0596.an estimated accuracy of +/- 6 seconds.
 HB0596
 HB0596.The orthometric height was determined by differential leveling
 HB0596.and adjusted by the National Geodetic Survey in June 1991..
 HB0596
 HB0596.The geoid height was determined by GEOID03.
 HB0596
 HB0596.The dynamic height is computed by dividing the NAVD 88
 HB0596.geopotential number by the normal gravity value computed on the
 HB0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0596.degrees latitude (g = 980.6199 gals.).
 HB0596
 HB0596.The modeled gravity was interpolated from observed gravity values.
 HB0596
 HB0596;                    North         East    Units  Estimated Accuracy
 HB0596;SPC IL W     -   146,650.      781,870.      MT  (+/- 180 meters Scaled)
 HB0596
 HB0596                          SUPERSEDED SURVEY CONTROL
 HB0596
 HB0596  NGVD 29 (??/??/??)  133.363  (m)          437.54   (f) ADJUSTED    1 1
 HB0596
 HB0596.Superseded values are not recommended for survey control.
 HB0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0596.See file dsdata.txt to determine how the superseded data were derived.
 HB0596
 HB0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH037064(NAD 83)
 HB0596_MARKER: DB = BENCH MARK DISK
 HB0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0596_SP_SET: FOOTING
 HB0596_STAMPING: A 270 1969
 HB0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0596
 HB0596  HISTORY     - Date     Condition        Report By
 HB0596  HISTORY     - 1969     MONUMENTED       CGS
 HB0596
 HB0596                          STATION DESCRIPTION
 HB0596
 HB0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0596'2.2 MI S FROM DU QUOIN.
 HB0596'ABOUT 1.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0596'THE STATION AT DU QUOIN, THENCE 0.25 MILE EAST ALONG A PRIVATE
 HB0596'ROAD, THENCE 0.05 MILE NORTH CROSS-COUNTRY, IN SECTION 20, T 6 S,
 HB0596'R 1 W, SET VERTICALLY IN THE SOUTH FACE OF THE MOST WESTERLY OF 3
 HB0596'CONCRETE FOOTINGS FOR A RADIO TOWER WHICH IS USED BY THE STATE
 HB0596'POLICE AND WHICH IS 359 FEET TALL, 247 FEET WEST OF THE SOUTHWEST
 HB0596'CORNER OF THE STATE POLICE COMMUNICATIONS BUILDING, AND ABOUT 3
 HB0596'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0667 ***********************************************************************
 NH0667  DESIGNATION -  A 271
 NH0667  PID         -  NH0667
 NH0667  STATE/COUNTY-  IL/CARROLL
 NH0667  USGS QUAD   -  SHANNON (1983)
 NH0667
 NH0667                         *CURRENT SURVEY CONTROL
 NH0667  ___________________________________________________________________
 NH0667* NAD 83(1986)-  42 07 34.     (N)    089 41 11.     (W)     SCALED    
 NH0667* NAVD 88     -       304.978  (meters)    1000.58   (feet)  ADJUSTED  
 NH0667  ___________________________________________________________________
 NH0667  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0667  DYNAMIC HT  -         304.874 (meters)    1000.24  (feet)  COMP
 NH0667  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 NH0667
 NH0667  VERT ORDER  -  FIRST     CLASS I
 NH0667
 NH0667.The horizontal coordinates were scaled from a topographic map and have
 NH0667.an estimated accuracy of +/- 6 seconds.
 NH0667
 NH0667.The orthometric height was determined by differential leveling
 NH0667.and adjusted by the National Geodetic Survey in June 1991..
 NH0667
 NH0667.The geoid height was determined by GEOID03.
 NH0667
 NH0667.The dynamic height is computed by dividing the NAVD 88
 NH0667.geopotential number by the normal gravity value computed on the
 NH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0667.degrees latitude (g = 980.6199 gals.).
 NH0667
 NH0667.The modeled gravity was interpolated from observed gravity values.
 NH0667
 NH0667;                    North         East    Units  Estimated Accuracy
 NH0667;SPC IL W     -   606,200.      739,710.      MT  (+/- 180 meters Scaled)
 NH0667
 NH0667                          SUPERSEDED SURVEY CONTROL
 NH0667
 NH0667  NGVD 29 (??/??/92)  305.010  (m)         1000.69   (f) ADJ UNCH    1 1
 NH0667
 NH0667.Superseded values are not recommended for survey control.
 NH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0667.See file dsdata.txt to determine how the superseded data were derived.
 NH0667
 NH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM779672(NAD 83)
 NH0667_MARKER: DB = BENCH MARK DISK
 NH0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0667_STAMPING: A 271 1970
 NH0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0667+STABILITY: SURFACE MOTION
 NH0667
 NH0667  HISTORY     - Date     Condition        Report By
 NH0667  HISTORY     - 1970     MONUMENTED       NGS
 NH0667  HISTORY     - 19950524 GOOD             USPSQD
 NH0667  HISTORY     - 20011203 GOOD             NGS
 NH0667  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 NH0667
 NH0667                          STATION DESCRIPTION
 NH0667
 NH0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0667'5.6 MI W FROM FORRESTON.
 NH0667'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0667'OFFICE AT FORRESTON, THENCE 5.55 MILES WEST ALONG WHITE OAK
 NH0667'ROAD AND STRADDLE CREEK ROAD, AT THE OGLE-CARROLL COUNTY LINE,
 NH0667'25 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 58
 NH0667'FEET WEST OF THE CENTER LINE OF THE COUNTY LINE ROAD, 30 FEET
 NH0667'SOUTH OF A CORNER FENCE POST, 1.1 FEET EAST OF A FENCE, 0.6
 NH0667'FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 NH0667'AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 7 INCHES.
 NH0667'SECTION 33, T25N, R7E
 NH0667
 NH0667                          STATION RECOVERY (1995)
 NH0667
 NH0667'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0667'RECOVERED IN GOOD CONDITION.
 NH0667
 NH0667                          STATION RECOVERY (2001)
 NH0667
 NH0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0667'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0667
 NH0667                          STATION RECOVERY (2003)
 NH0667
 NH0667'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0701 ***********************************************************************
 NH0701  DESIGNATION -  A 272
 NH0701  PID         -  NH0701
 NH0701  STATE/COUNTY-  IL/CARROLL
 NH0701  USGS QUAD   -  MT CARROLL (1985)
 NH0701
 NH0701                         *CURRENT SURVEY CONTROL
 NH0701  ___________________________________________________________________
 NH0701* NAD 83(1986)-  42 04 57.     (N)    089 59 28.     (W)     SCALED    
 NH0701* NAVD 88     -       240.063  (meters)     787.61   (feet)  ADJUSTED  
 NH0701  ___________________________________________________________________
 NH0701  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NH0701  DYNAMIC HT  -         239.980 (meters)     787.33  (feet)  COMP
 NH0701  MODELED GRAV-     980,272.3   (mgal)                       NAVD 88
 NH0701
 NH0701  VERT ORDER  -  FIRST     CLASS I
 NH0701
 NH0701.The horizontal coordinates were scaled from a topographic map and have
 NH0701.an estimated accuracy of +/- 6 seconds.
 NH0701
 NH0701.The orthometric height was determined by differential leveling
 NH0701.and adjusted by the National Geodetic Survey in June 1991..
 NH0701
 NH0701.The geoid height was determined by GEOID03.
 NH0701
 NH0701.The dynamic height is computed by dividing the NAVD 88
 NH0701.geopotential number by the normal gravity value computed on the
 NH0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0701.degrees latitude (g = 980.6199 gals.).
 NH0701
 NH0701.The modeled gravity was interpolated from observed gravity values.
 NH0701
 NH0701;                    North         East    Units  Estimated Accuracy
 NH0701;SPC IL W     -   601,260.      714,530.      MT  (+/- 180 meters Scaled)
 NH0701
 NH0701                          SUPERSEDED SURVEY CONTROL
 NH0701
 NH0701  NGVD 29 (??/??/92)  240.095  (m)          787.71   (f) ADJ UNCH    1 1
 NH0701
 NH0701.Superseded values are not recommended for survey control.
 NH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0701.See file dsdata.txt to determine how the superseded data were derived.
 NH0701
 NH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM525632(NAD 83)
 NH0701_MARKER: DB = BENCH MARK DISK
 NH0701_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0701_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0701_STAMPING: A 272 1970
 NH0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0701+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2003
 NH0701
 NH0701  HISTORY     - Date     Condition        Report By
 NH0701  HISTORY     - 1970     MONUMENTED       NGS
 NH0701  HISTORY     - 1987     GOOD             USPSQD
 NH0701  HISTORY     - 19950515 GOOD             USPSQD
 NH0701  HISTORY     - 20011203 GOOD             NGS
 NH0701  HISTORY     - 20031002 GOOD             USPSQD
 NH0701
 NH0701                          STATION DESCRIPTION
 NH0701
 NH0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0701'1.9 MI SW FROM MT CARROLL.
 NH0701'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NH0701'AT MT. CARROLL, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 52,
 NH0701'115 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND
 NH0701'A PAVED ROAD LEADING NORTH, 108 FEET SOUTHEAST OF THE CENTER
 NH0701'LINE OF THE HIGHWAY, 13.5 FEET SOUTHWEST OF THE SOUTHWEST POST
 NH0701'FOR A GATE, 8.4 FEET SOUTHWEST OF A CONCRETE HIGHWAY
 NH0701'RIGHT-OF-WAY MARKER, 1.0 FOOT NORTHWEST OF A FENCE, 1.5 FEET
 NH0701'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 NH0701'OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE
 NH0701'PROJECTING 6 INCHES.  SECTION 13, T24N, R4E.
 NH0701
 NH0701                          STATION RECOVERY (1987)
 NH0701
 NH0701'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0701'RECOVERED IN GOOD CONDITION.
 NH0701
 NH0701                          STATION RECOVERY (1995)
 NH0701
 NH0701'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0701'RECOVERED IN GOOD CONDITION.
 NH0701
 NH0701                          STATION RECOVERY (2001)
 NH0701
 NH0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0701'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0701
 NH0701                          STATION RECOVERY (2003)
 NH0701
 NH0701'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0489 ***********************************************************************
 NH0489  DESIGNATION -  A 273
 NH0489  PID         -  NH0489
 NH0489  STATE/COUNTY-  IL/OGLE
 NH0489  USGS QUAD   -  KINGS (1993)
 NH0489
 NH0489                         *CURRENT SURVEY CONTROL
 NH0489  ___________________________________________________________________
 NH0489* NAD 83(1986)-  42 06 05.     (N)    089 06 53.     (W)     SCALED    
 NH0489* NAVD 88     -       253.238  (meters)     830.83   (feet)  ADJUSTED  
 NH0489  ___________________________________________________________________
 NH0489  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NH0489  DYNAMIC HT  -         253.154 (meters)     830.56  (feet)  COMP
 NH0489  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 NH0489
 NH0489  VERT ORDER  -  FIRST     CLASS I
 NH0489
 NH0489.The horizontal coordinates were scaled from a topographic map and have
 NH0489.an estimated accuracy of +/- 6 seconds.
 NH0489
 NH0489.The orthometric height was determined by differential leveling
 NH0489.and adjusted by the National Geodetic Survey in June 1991..
 NH0489
 NH0489.The geoid height was determined by GEOID03.
 NH0489
 NH0489.The dynamic height is computed by dividing the NAVD 88
 NH0489.geopotential number by the normal gravity value computed on the
 NH0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0489.degrees latitude (g = 980.6199 gals.).
 NH0489
 NH0489.The modeled gravity was interpolated from observed gravity values.
 NH0489
 NH0489;                    North         East    Units  Estimated Accuracy
 NH0489;SPC IL W     -   603,880.      787,010.      MT  (+/- 180 meters Scaled)
 NH0489
 NH0489                          SUPERSEDED SURVEY CONTROL
 NH0489
 NH0489  NGVD 29 (??/??/92)  253.278  (m)          830.96   (f) ADJ UNCH    1 1
 NH0489
 NH0489.Superseded values are not recommended for survey control.
 NH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0489.See file dsdata.txt to determine how the superseded data were derived.
 NH0489
 NH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM251631(NAD 83)
 NH0489_MARKER: DB = BENCH MARK DISK
 NH0489_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0489_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0489_STAMPING: A 273 1970
 NH0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0489+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 NH0489
 NH0489  HISTORY     - Date     Condition        Report By
 NH0489  HISTORY     - 1970     MONUMENTED       NGS
 NH0489  HISTORY     - 1987     GOOD             USPSQD
 NH0489  HISTORY     - 19960614 GOOD             USPSQD
 NH0489  HISTORY     - 20010725 GOOD             USPSQD
 NH0489  HISTORY     - 20041013 GOOD             USPSQD
 NH0489  HISTORY     - 20041013 GOOD             USPSQD
 NH0489
 NH0489                          STATION DESCRIPTION
 NH0489
 NH0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0489'1.2 MI W FROM DAVIS JUNCTION.
 NH0489'ABOUT 0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0489'RAILROAD FROM THE RAILROAD STATION AT DAVIS JUNCTION, THENCE
 NH0489'1.15 MILES WEST ALONG STATE HIGHWAY 72, AT THE JUNCTION OF THE
 NH0489'HIGHWAY AND A DIRT ROAD WHICH LEADS NORTH, 0.1 MILE NORTHEAST
 NH0489'OF THE NORTHEAST END OF THE HIGHWAY OVERPASS FOR THE CHICAGO,
 NH0489'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 79 FEET NORTH OF THE
 NH0489'CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF
 NH0489'THE DIRT ROAD, 5.5 FEET SOUTH OF A POWER POLE, 0.8 FOOT EAST OF A
 NH0489'FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 NH0489'THE DIRT ROAD, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE WHICH
 NH0489'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  SECTION 21,
 NH0489'T 42 N, R 1 E.
 NH0489
 NH0489                          STATION RECOVERY (1987)
 NH0489
 NH0489'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0489'RECOVERED IN GOOD CONDITION.
 NH0489
 NH0489                          STATION RECOVERY (1996)
 NH0489
 NH0489'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0489'RECOVERED IN GOOD CONDITION.
 NH0489
 NH0489                          STATION RECOVERY (2001)
 NH0489
 NH0489'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0489'RECOVERED IN GOOD CONDITION.
 NH0489
 NH0489                          STATION RECOVERY (2004)
 NH0489
 NH0489'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0489'RECOVERED IN GOOD CONDITION.
 NH0489
 NH0489                          STATION RECOVERY (2004)
 NH0489
 NH0489'RECOVERY NOTE BY US POWER SQUADRON 2004
 NH0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1959 ***********************************************************************
 ME1959  DESIGNATION -  A 274
 ME1959  PID         -  ME1959
 ME1959  STATE/COUNTY-  IL/COOK
 ME1959  USGS QUAD   -  JACKSON PARK (1993)
 ME1959
 ME1959                         *CURRENT SURVEY CONTROL
 ME1959  ___________________________________________________________________
 ME1959* NAD 83(1986)-  41 53 31.     (N)    087 36 43.     (W)     SCALED    
 ME1959* NAVD 88     -       180.522  (meters)     592.26   (feet)  ADJUSTED  
 ME1959  ___________________________________________________________________
 ME1959  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1959  DYNAMIC HT  -         180.461 (meters)     592.06  (feet)  COMP
 ME1959  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 ME1959
 ME1959  VERT ORDER  -  FIRST     CLASS 0
 ME1959
 ME1959.The horizontal coordinates were scaled from a topographic map and have
 ME1959.an estimated accuracy of +/- 6 seconds.
 ME1959
 ME1959.The orthometric height was determined by differential leveling
 ME1959.and adjusted by the National Geodetic Survey in June 1991..
 ME1959
 ME1959.The geoid height was determined by GEOID03.
 ME1959
 ME1959.The dynamic height is computed by dividing the NAVD 88
 ME1959.geopotential number by the normal gravity value computed on the
 ME1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1959.degrees latitude (g = 980.6199 gals.).
 ME1959
 ME1959.The modeled gravity was interpolated from observed gravity values.
 ME1959
 ME1959;                    North         East    Units  Estimated Accuracy
 ME1959;SPC IL E     -   580,350.      359,870.      MT  (+/- 180 meters Scaled)
 ME1959
 ME1959                          SUPERSEDED SURVEY CONTROL
 ME1959
 ME1959  NGVD 29 (??/??/92)  180.61   (m)          592.6    (f) COMPUTED    1 0
 ME1959
 ME1959.Superseded values are not recommended for survey control.
 ME1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1959.See file dsdata.txt to determine how the superseded data were derived.
 ME1959
 ME1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM492379(NAD 83)
 ME1959_MARKER: DB = BENCH MARK DISK
 ME1959_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1959_SP_SET: 80 FT
 ME1959_STAMPING: A 274 1973
 ME1959_MARK LOGO: CGS   
 ME1959_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME1959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1959
 ME1959  HISTORY     - Date     Condition        Report By
 ME1959  HISTORY     - 1973     MONUMENTED       NGS
 ME1959  HISTORY     - 19950810 POOR             NOS
 ME1959  HISTORY     - 20060223 MARK NOT FOUND   GEOCAC
 ME1959
 ME1959                          STATION DESCRIPTION
 ME1959
 ME1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ME1959'IN CHICAGO.
 ME1959'0.75 MILES EAST ALONG OHIO STREET FROM THE INTERSECTION WITH NORTH
 ME1959'MICHIGAN BOULEVARD AT CHICAGO, AT THE SOUTHEAST CORNER OF NAVY PIER
 ME1959'PARK 34.3 WEST OF WEST CURB OF NORTH STREETER DRIVE, 18.0 FEET NORTH
 ME1959'OF THE NORTH CURB OF EAST GRAND AVENUE, 12.4 FEET NORTHWEST OF THE
 ME1959'EAST GRAND AVENUE AND NORTH STREETER DRIVE STREET SIGN, 11.4 FEET
 ME1959'NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, ABOUT 1.0 FOOT WEST OF
 ME1959'PLANE OF EAST WALL OF LAKE POINT TOWER IN WEST EDGE OF CORNER
 ME1959'SHRUBBERY BUILDING.  ABOUT 0.1 MILE NORTHWEST OF TIDE GAGE.  A NGS
 ME1959'DISK ON TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 80 FEET.
 ME1959'THE DISK IS LEVEL WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6
 ME1959'INCH IRON PIPE WHICH PROJECTS 1 INCH.  ABOUT 1 1/2 FEET ABOVE STREET
 ME1959'LEVEL.  SECTION 10, T 39N, R 14E.
 ME1959
 ME1959                          STATION RECOVERY (1995)
 ME1959
 ME1959'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995
 ME1959'0.75 MILES (1.21 KM) EAST ALONG OHIO STREET FROM THE INTERSECTION WITH
 ME1959'NORTH MICHIGAN BOULEVARD AT CHICAGO, AT THE SOUTHEAST CORNER OF NAVY
 ME1959'PIER PARK 34.3 WEST OF WEST CURB OF NORTH STREETER DRIVE, 18.0 FEET
 ME1959'(5.5 M) NORTH OF THE NORTH CURB OF EAST GRAND AVENUE, 12.4 FEET (3.8
 ME1959'M) NORTHWEST OF THE EAST GRAND AVENUE AND NORTH STREETER DRIVE STREET
 ME1959'SIGN, 11.4 FEET (3.5 M) NORTH OF THE NORTH EDGE OF A CONCRETE
 ME1959'SIDEWALK, ABOUT 1.0 FOOT (0.3 M) WEST OF PLANE OF EAST WALL OF LAKE
 ME1959'POINT TOWER IN WEST EDGE OF CORNER SHRUBBERY BUILDING.  ABOUT 0.1 MILE
 ME1959'(0.2 KM) NORTHWEST OF TIDE GAGE.  A NGS DISK ON TOP OF A COPPER COATED
 ME1959'STEEL ROD DRIVEN TO A DEPTH OF 80 FEET.  (24.4 M) THE DISK IS LEVEL
 ME1959'WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6 INCH IRON PIPE WHICH
 ME1959'PROJECTS 1 INCH.  ABOUT 1 1/2 FEET ABOVE STREET LEVEL. SECTION 10, T
 ME1959'39N, R 14E.
 ME1959
 ME1959                          STATION RECOVERY (2006)
 ME1959
 ME1959'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 ME1959'THE SIDEWALKS APPEAR TO HAVE BEEN REPLACED AT THE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1225 ***********************************************************************
 JC1225  DESIGNATION -  A 282
 JC1225  PID         -  JC1225
 JC1225  STATE/COUNTY-  IL/MADISON
 JC1225  USGS QUAD   -  ALTON (1994)
 JC1225
 JC1225                         *CURRENT SURVEY CONTROL
 JC1225  ___________________________________________________________________
 JC1225* NAD 83(1986)-  38 53 29.     (N)    090 10 56.     (W)     SCALED    
 JC1225* NAVD 88     -       168.850  (meters)     553.97   (feet)  ADJUSTED  
 JC1225  ___________________________________________________________________
 JC1225  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JC1225  DYNAMIC HT  -         168.745 (meters)     553.62  (feet)  COMP
 JC1225  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 JC1225
 JC1225  VERT ORDER  -  FIRST     CLASS II
 JC1225
 JC1225.The horizontal coordinates were scaled from a topographic map and have
 JC1225.an estimated accuracy of +/- 6 seconds.
 JC1225
 JC1225.The orthometric height was determined by differential leveling
 JC1225.and adjusted by the National Geodetic Survey in June 1991..
 JC1225
 JC1225.The geoid height was determined by GEOID03.
 JC1225
 JC1225.The dynamic height is computed by dividing the NAVD 88
 JC1225.geopotential number by the normal gravity value computed on the
 JC1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1225.degrees latitude (g = 980.6199 gals.).
 JC1225
 JC1225.The modeled gravity was interpolated from observed gravity values.
 JC1225
 JC1225;                    North         East    Units  Estimated Accuracy
 JC1225;SPC IL W     -   246,910.      698,650.      MT  (+/- 180 meters Scaled)
 JC1225
 JC1225                          SUPERSEDED SURVEY CONTROL
 JC1225
 JC1225  NGVD 29 (??/??/??)  168.815  (m)          553.85   (f) ADJUSTED    1 2
 JC1225
 JC1225.Superseded values are not recommended for survey control.
 JC1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1225.See file dsdata.txt to determine how the superseded data were derived.
 JC1225
 JC1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD443084(NAD 83)
 JC1225_MARKER: I = METAL ROD
 JC1225_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1225_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1225_STAMPING: A 282 1981
 JC1225_MARK LOGO: NGS   
 JC1225_PROJECTION: FLUSH
 JC1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1225+STABILITY: POSITION/ELEVATION WELL
 JC1225_ROD/PIPE-DEPTH: 11.9 meters
 JC1225_SLEEVE-DEPTH  : 6.0 meters
 JC1225
 JC1225  HISTORY     - Date     Condition        Report By
 JC1225  HISTORY     - 1981     MONUMENTED       NGS
 JC1225
 JC1225                          STATION DESCRIPTION
 JC1225
 JC1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1225'IN ALTON.
 JC1225'IN ALTON, AT THE JUNCTION OF EAST 4-TH AND COURT STREETS. THE MARK IS
 JC1225'IN THE LAWN ON THE WEST SIDE OF THE FLAG POLE OF MARQUETTE HIGH
 JC1225'SCHOOL, 11.89 METERS (39.0 FEET) SOUTH OF THE CENTER LINE OF EAST 4-TH
 JC1225'STREET, 11.10 METERS (36.4 FEET) WEST OF CENTER OF THE MAIN ENTRANCE
 JC1225'OF THE SCHOOL, 3.93 METERS (12.9 FEET) NORTH OF THE NORTH FACE OF THE
 JC1225'SCHOOL AND 1.76 METERS (5.8 FEET) EAST OF THE FLAG POLE AND IN THE
 JC1225'EXTENDED CENTER LINE OF COURT STREET.
 JC1225'THE MARK IS 0.2 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1169 ***********************************************************************
 JC1169  DESIGNATION -  A 283
 JC1169  PID         -  JC1169
 JC1169  STATE/COUNTY-  IL/MADISON
 JC1169  USGS QUAD   -  GRANITE CITY (1998)
 JC1169
 JC1169                         *CURRENT SURVEY CONTROL
 JC1169  ___________________________________________________________________
 JC1169* NAD 83(1997)-  38 44 57.03882(N)    090 08 42.56084(W)     ADJUSTED  
 JC1169* NAVD 88     -       136.002  (meters)     446.20   (feet)  ADJUSTED  
 JC1169  ___________________________________________________________________
 JC1169  X           -     -12,618.791 (meters)                     COMP
 JC1169  Y           -  -4,980,868.770 (meters)                     COMP
 JC1169  Z           -   3,970,704.975 (meters)                     COMP
 JC1169  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 JC1169  ELLIP HEIGHT-         104.72  (meters)          (02/03/05) GPS OBS
 JC1169  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JC1169  DYNAMIC HT  -         135.916 (meters)     445.92  (feet)  COMP
 JC1169  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 JC1169
 JC1169  HORZ ORDER  -  FIRST
 JC1169  VERT ORDER  -  FIRST     CLASS II
 JC1169  ELLP ORDER  -  FOURTH    CLASS II
 JC1169
 JC1169.The horizontal coordinates were established by GPS observations
 JC1169.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 JC1169
 JC1169.The orthometric height was determined by differential leveling
 JC1169.and adjusted by the National Geodetic Survey in June 1991..
 JC1169
 JC1169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1169
 JC1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1169
 JC1169.The ellipsoidal height was determined by GPS observations
 JC1169.and is referenced to NAD 83.
 JC1169
 JC1169.The geoid height was determined by GEOID03.
 JC1169
 JC1169.The dynamic height is computed by dividing the NAVD 88
 JC1169.geopotential number by the normal gravity value computed on the
 JC1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1169.degrees latitude (g = 980.6199 gals.).
 JC1169
 JC1169.The modeled gravity was interpolated from observed gravity values.
 JC1169
 JC1169;                    North         East     Units Scale Factor Converg.
 JC1169;SPC IL W     -   231,126.554   701,869.861   MT  0.99994122   +0 00 48.5
 JC1169;SPC IL W     -   758,287.70  2,302,718.04   sFT  0.99994122   +0 00 48.5
 JC1169;UTM  15      - 4,292,813.650   748,098.818   MT  1.00035804   +1 47 16.1
 JC1169
 JC1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1169!SPC IL W     -   0.99998357  x   0.99994122  =   0.99992479
 JC1169!UTM  15      -   0.99998357  x   1.00035804  =   1.00034160
 JC1169
 JC1169                          SUPERSEDED SURVEY CONTROL
 JC1169
 JC1169  ELLIP H (08/05/04)  104.75   (m)                       GP(       ) 4 1
 JC1169  NAVD 88 (08/05/04)  136.00   (m)          446.2    (f) LEVELING    3  
 JC1169  NGVD 29 (??/??/??)  135.968  (m)          446.09   (f) ADJUSTED    1 2
 JC1169
 JC1169.Superseded values are not recommended for survey control.
 JC1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1169.See file dsdata.txt to determine how the superseded data were derived.
 JC1169
 JC1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4809992814(NAD 83)
 JC1169_MARKER: I = METAL ROD
 JC1169_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1169_SP_SET: STAINLESS STEEL ROD
 JC1169_STAMPING: A 283 1981
 JC1169_MARK LOGO: NGS   
 JC1169_PROJECTION: FLUSH
 JC1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1169+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 JC1169_ROD/PIPE-DEPTH: 9.8  meters
 JC1169
 JC1169  HISTORY     - Date     Condition        Report By
 JC1169  HISTORY     - 1981     MONUMENTED       NGS
 JC1169  HISTORY     - 20040607 GOOD             MSAM
 JC1169  HISTORY     - 20050721 GOOD             ILDT
 JC1169
 JC1169                          STATION DESCRIPTION
 JC1169
 JC1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1169'4.6 KM (2.85 MI.) NORTH FROM GRANITE CITY.
 JC1169'0.55 KILOMETERS (0.35 MILES) NORTHWEST ALONG ROCK ROAD FROM THE
 JC1169'INTERSECTION OF STATE HIGHWAY 3 IN GRANITE CITY, THENCE 4.1 KILOMETERS
 JC1169'(2.55 MILES) NORTHEAST ALONG THE LEVEE TO THE MARK ON THE RIGHT AT A
 JC1169'GAS PIPELINE CROSSING. 4.88 METERS (16.0 FEET) SOUTHEAST OF THE CENTER
 JC1169'OF THE LEVEE ROAD, 53.65 METERS (176.6 FEET) WEST OF THE SOUTHWEST
 JC1169'POLE OF A SET OF POWER POLES WITH THREE TRANSFORMERS, 2.95 METERS (9.7
 JC1169'FEET) SOUTH OF THE SOUTHWEST GAS PIPELINE VENT PIPE, 0.42 METERS (1.3
 JC1169'FEET) NORTHEAST OF A METAL WITNESS POST.
 JC1169'THE MARK IS 0.33 METERS  SW FROM A WITNESS POST.
 JC1169'THE MARK IS 0.20 M BELOW LEVEE ROAD.
 JC1169
 JC1169                          STATION RECOVERY (2004)
 JC1169
 JC1169'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 JC1169'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 JC1169'RECOVERED AS DESCRIBED
 JC1169
 JC1169                          STATION RECOVERY (2005)
 JC1169
 JC1169'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (KK)
 JC1169'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1190 ***********************************************************************
 JC1190  DESIGNATION -  A 284
 JC1190  PID         -  JC1190
 JC1190  STATE/COUNTY-  IL/MADISON
 JC1190  USGS QUAD   -  WOOD RIVER (1994)
 JC1190
 JC1190                         *CURRENT SURVEY CONTROL
 JC1190  ___________________________________________________________________
 JC1190* NAD 83(1986)-  38 47 42.     (N)    090 06 48.     (W)     SCALED    
 JC1190* NAVD 88     -       136.152  (meters)     446.69   (feet)  ADJUSTED  
 JC1190  ___________________________________________________________________
 JC1190  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JC1190  DYNAMIC HT  -         136.066 (meters)     446.41  (feet)  COMP
 JC1190  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 JC1190
 JC1190  VERT ORDER  -  FIRST     CLASS II
 JC1190
 JC1190.The horizontal coordinates were scaled from a topographic map and have
 JC1190.an estimated accuracy of +/- 6 seconds.
 JC1190
 JC1190.The orthometric height was determined by differential leveling
 JC1190.and adjusted by the National Geodetic Survey in June 1991..
 JC1190
 JC1190.The geoid height was determined by GEOID03.
 JC1190
 JC1190.The dynamic height is computed by dividing the NAVD 88
 JC1190.geopotential number by the normal gravity value computed on the
 JC1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1190.degrees latitude (g = 980.6199 gals.).
 JC1190
 JC1190.The modeled gravity was interpolated from observed gravity values.
 JC1190
 JC1190;                    North         East    Units  Estimated Accuracy
 JC1190;SPC IL W     -   236,210.      704,630.      MT  (+/- 180 meters Scaled)
 JC1190
 JC1190                          SUPERSEDED SURVEY CONTROL
 JC1190
 JC1190  NGVD 29 (??/??/??)  136.118  (m)          446.58   (f) ADJUSTED    1 2
 JC1190
 JC1190.Superseded values are not recommended for survey control.
 JC1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1190.See file dsdata.txt to determine how the superseded data were derived.
 JC1190
 JC1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC507979(NAD 83)
 JC1190_MARKER: I = METAL ROD
 JC1190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1190_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1190_STAMPING: A 284 1981
 JC1190_MARK LOGO: NGS   
 JC1190_PROJECTION: FLUSH
 JC1190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1190+STABILITY: POSITION/ELEVATION WELL
 JC1190_ROD/PIPE-DEPTH: 19.5 meters
 JC1190_SLEEVE-DEPTH  : 6.0 meters
 JC1190
 JC1190  HISTORY     - Date     Condition        Report By
 JC1190  HISTORY     - 1981     MONUMENTED       NGS
 JC1190
 JC1190                          STATION DESCRIPTION
 JC1190
 JC1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1190'9.2 KM (5.7 MI) NE FROM ST LOUIS.
 JC1190'4.7 KILOMETERS (2.9 MILES) EAST ALONG CHAIN OF ROCKS ROAD FROM THE
 JC1190'JUNCTION OF RIVERVIEW DRIVE IN THE NORTH SECTION OF ST LOUIS, THENCE
 JC1190'4.5 KILOMETERS (2.8 MILES) NORTHEAST ALONG THE LEVEE PARALLELING THE
 JC1190'SOUTHEAST SIDE OF THE CHAIN OF ROCKS CANAL, TO THE MARK ON THE RIGHT,
 JC1190'0.08 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION OF A DIRT ROAD
 JC1190'LEADING NORTHWEST, 4.50 METERS (14.8 FEET) SOUTHEAST OF THE CENTER OO
 JC1190'THE LEVEE ROAD, AND 0.39 METER (1.3 FEET) NORTHEAST OF A METAL WITNESS
 JC1190'POST.
 JC1190'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JC1190'THE MARK IS 0.3 M BELOW LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1135 ***********************************************************************
 JC1135  DESIGNATION -  A 285
 JC1135  PID         -  JC1135
 JC1135  STATE/COUNTY-  IL/ST CLAIR
 JC1135  USGS QUAD   -  CAHOKIA (1993)
 JC1135
 JC1135                         *CURRENT SURVEY CONTROL
 JC1135  ___________________________________________________________________
 JC1135* NAD 83(1986)-  38 33 23.     (N)    090 12 27.     (W)     SCALED    
 JC1135* NAVD 88     -       130.829  (meters)     429.23   (feet)  ADJUSTED  
 JC1135  ___________________________________________________________________
 JC1135  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JC1135  DYNAMIC HT  -         130.746 (meters)     428.96  (feet)  COMP
 JC1135  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 JC1135
 JC1135  VERT ORDER  -  FIRST     CLASS II
 JC1135
 JC1135.The horizontal coordinates were scaled from a topographic map and have
 JC1135.an estimated accuracy of +/- 6 seconds.
 JC1135
 JC1135.The orthometric height was determined by differential leveling
 JC1135.and adjusted by the National Geodetic Survey in June 1991..
 JC1135
 JC1135.The geoid height was determined by GEOID03.
 JC1135
 JC1135.The dynamic height is computed by dividing the NAVD 88
 JC1135.geopotential number by the normal gravity value computed on the
 JC1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1135.degrees latitude (g = 980.6199 gals.).
 JC1135
 JC1135.The modeled gravity was interpolated from observed gravity values.
 JC1135
 JC1135;                    North         East    Units  Estimated Accuracy
 JC1135;SPC IL W     -   209,730.      696,440.      MT  (+/- 180 meters Scaled)
 JC1135
 JC1135                          SUPERSEDED SURVEY CONTROL
 JC1135
 JC1135  NGVD 29 (??/??/??)  130.790  (m)          429.10   (f) ADJUSTED    1 2
 JC1135
 JC1135.Superseded values are not recommended for survey control.
 JC1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1135.See file dsdata.txt to determine how the superseded data were derived.
 JC1135
 JC1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC433712(NAD 83)
 JC1135_MARKER: I = METAL ROD
 JC1135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1135_SP_SET: STAINLESS STEEL ROD
 JC1135_STAMPING: A 285 1981
 JC1135_MARK LOGO: NGS   
 JC1135_PROJECTION: FLUSH
 JC1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1135_ROD/PIPE-DEPTH: 9.8  meters
 JC1135
 JC1135  HISTORY     - Date     Condition        Report By
 JC1135  HISTORY     - 1981     MONUMENTED       NGS
 JC1135
 JC1135                          STATION DESCRIPTION
 JC1135
 JC1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1135'1.6 KM (1.0 MI) NW FROM CAHOKIA.
 JC1135'1.6 KILOMETERS (1.0 MILES) NORTHWEST ALONG THE TOP OF THE SOUTH LEVEE
 JC1135'OF THE OLD PRAIRIE DUPONT CREEK FROM THE JUNCTION OF STATE HIGHWAY 3
 JC1135'IN CAHOKIA TO THE MARK ON THE LEFT, 0.2 KILOMETERS (0.1 MILES)
 JC1135'SOUTHEAST OF A POWER LINE CROSSING, 2.90 METERS (9.5 FEET) SOUTHWEST
 JC1135'OF THE CENTER OF THE LEVEE ROAD, 0.42 METERS (1.4 FEET) NORTHWEST OF A
 JC1135'METAL WITNESS POST.
 JC1135'THE MARK IS 0.42 METERS  SE FROM A WITNESS POST.
 JC1135'THE MARK IS 0.15 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1061 ***********************************************************************
 JC1061  DESIGNATION -  A 286
 JC1061  PID         -  JC1061
 JC1061  STATE/COUNTY-  IL/RANDOLPH
 JC1061  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1061
 JC1061                         *CURRENT SURVEY CONTROL
 JC1061  ___________________________________________________________________
 JC1061* NAD 83(1986)-  38 05 04.     (N)    090 06 12.     (W)     SCALED    
 JC1061* NAVD 88     -       123.681  (meters)     405.78   (feet)  ADJUSTED  
 JC1061  ___________________________________________________________________
 JC1061  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JC1061  DYNAMIC HT  -         123.598 (meters)     405.50  (feet)  COMP
 JC1061  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 JC1061
 JC1061  VERT ORDER  -  FIRST     CLASS II
 JC1061
 JC1061.The horizontal coordinates were scaled from a topographic map and have
 JC1061.an estimated accuracy of +/- 6 seconds.
 JC1061
 JC1061.The orthometric height was determined by differential leveling
 JC1061.and adjusted by the National Geodetic Survey in June 1991..
 JC1061
 JC1061.The geoid height was determined by GEOID03.
 JC1061
 JC1061.The dynamic height is computed by dividing the NAVD 88
 JC1061.geopotential number by the normal gravity value computed on the
 JC1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1061.degrees latitude (g = 980.6199 gals.).
 JC1061
 JC1061.The modeled gravity was interpolated from observed gravity values.
 JC1061
 JC1061;                    North         East    Units  Estimated Accuracy
 JC1061;SPC IL W     -   157,340.      705,560.      MT  (+/- 180 meters Scaled)
 JC1061
 JC1061                          SUPERSEDED SURVEY CONTROL
 JC1061
 JC1061  NGVD 29 (??/??/??)  123.623  (m)          405.59   (f) ADJUSTED    1 2
 JC1061
 JC1061.Superseded values are not recommended for survey control.
 JC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1061.See file dsdata.txt to determine how the superseded data were derived.
 JC1061
 JC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC540191(NAD 83)
 JC1061_MARKER: DB = BENCH MARK DISK
 JC1061_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 JC1061_SP_SET: AQUEDUCT BRIDGE
 JC1061_STAMPING: A 286 1981
 JC1061_MARK LOGO: NGS   
 JC1061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1061+STABILITY: POSITION/ELEVATION WELL
 JC1061
 JC1061  HISTORY     - Date     Condition        Report By
 JC1061  HISTORY     - 1981     MONUMENTED       NGS
 JC1061
 JC1061                          STATION DESCRIPTION
 JC1061
 JC1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1061'IN PRAIRIE DU ROCHER.
 JC1061'IN PRAIRIE DU ROCHER, 0.28 KILOMETER (0.15 MILE) NORTHWEST ALONG THE
 JC1061'MISSOURI PACIFIC RAILROAD FROM THE INTERSECTION OF STATE HIGHWAY 155,
 JC1061'INTOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF AN AQUEDUCT
 JC1061'BRIDGE UNDER THE MISSOURI PACIFIC RAILROAD AND FOR PRAIRIE DU ROCHER
 JC1061'CREEK, 7.92 METERS (26.0 FEET) NORTHEAST OF THE NORTH TRACK OF THE
 JC1061'RAILROAD AND 0.3 METER (1.0 FOOT) SOUTHEAST OF THE NORTHWEST END OF
 JC1061'THE NORTHEAST HEADWALL OF THE BRIDGE.
 JC1061'THE MARK IS 4.80 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1097 ***********************************************************************
 JC1097  CBN         -  This is a Cooperative Base Network Control Station.
 JC1097  DESIGNATION -  A 287
 JC1097  PID         -  JC1097
 JC1097  STATE/COUNTY-  IL/MONROE
 JC1097  USGS QUAD   -  VALMEYER (1993)
 JC1097
 JC1097                         *CURRENT SURVEY CONTROL
 JC1097  ___________________________________________________________________
 JC1097* NAD 83(1997)-  38 21 46.64920(N)    090 17 04.92703(W)     ADJUSTED  
 JC1097* NAVD 88     -       126.652  (meters)     415.52   (feet)  ADJUSTED  
 JC1097  ___________________________________________________________________
 JC1097  X           -     -24,882.596 (meters)                     COMP
 JC1097  Y           -  -5,007,538.588 (meters)                     COMP
 JC1097  Z           -   3,937,172.538 (meters)                     COMP
 JC1097  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 JC1097  ELLIP HEIGHT-          96.22  (meters)          (09/15/03) GPS OBS
 JC1097  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JC1097  DYNAMIC HT  -         126.570 (meters)     415.26  (feet)  COMP
 JC1097  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 JC1097
 JC1097  HORZ ORDER  -  A
 JC1097  VERT ORDER  -  FIRST     CLASS II
 JC1097  ELLP ORDER  -  FOURTH    CLASS I
 JC1097
 JC1097.The horizontal coordinates were established by GPS observations
 JC1097.and adjusted by the National Geodetic Survey in September 2003..
 JC1097
 JC1097.The orthometric height was determined by differential leveling
 JC1097.and adjusted by the National Geodetic Survey in June 1991..
 JC1097
 JC1097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1097
 JC1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1097
 JC1097.The ellipsoidal height was determined by GPS observations
 JC1097.and is referenced to NAD 83.
 JC1097
 JC1097.The geoid height was determined by GEOID03.
 JC1097
 JC1097.The dynamic height is computed by dividing the NAVD 88
 JC1097.geopotential number by the normal gravity value computed on the
 JC1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1097.degrees latitude (g = 980.6199 gals.).
 JC1097
 JC1097.The modeled gravity was interpolated from observed gravity values.
 JC1097
 JC1097;                    North         East     Units Scale Factor Converg.
 JC1097;SPC IL W     -   188,262.391   689,684.581   MT  0.99994249   -0 04 23.7
 JC1097;SPC IL W     -   617,657.53  2,262,740.16   sFT  0.99994249   -0 04 23.7
 JC1097;UTM  15      - 4,249,577.582   737,236.737   MT  1.00029317   +1 41 09.6
 JC1097
 JC1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1097!SPC IL W     -   0.99998490  x   0.99994249  =   0.99992739
 JC1097!UTM  15      -   0.99998490  x   1.00029317  =   1.00027807
 JC1097
 JC1097                          SUPERSEDED SURVEY CONTROL
 JC1097
 JC1097  NAVD 88 (09/15/03)  126.65   (m)          415.5    (f) LEVELING    3  
 JC1097  NGVD 29 (??/??/??)  126.605  (m)          415.37   (f) ADJUSTED    1 2
 JC1097
 JC1097.Superseded values are not recommended for survey control.
 JC1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1097.See file dsdata.txt to determine how the superseded data were derived.
 JC1097
 JC1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3723749578(NAD 83)
 JC1097_MARKER: I = METAL ROD
 JC1097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1097_SP_SET: STAINLESS STEEL ROD
 JC1097_STAMPING: A 287 1981
 JC1097_MARK LOGO: NGS   
 JC1097_PROJECTION: FLUSH
 JC1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1097+SATELLITE: SATELLITE OBSERVATIONS - July , 2002
 JC1097_ROD/PIPE-DEPTH: 9.80 meters
 JC1097
 JC1097  HISTORY     - Date     Condition        Report By
 JC1097  HISTORY     - 1981     MONUMENTED       NGS
 JC1097  HISTORY     - 200207   GOOD             ILDT
 JC1097
 JC1097                          STATION DESCRIPTION
 JC1097
 JC1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1097'IN FOUNTAIN.
 JC1097'IN FOUNTAIN AT THE SOUTHWEST END OF THE MISSOURI PACIFIC RAILROAD OVER
 JC1097'FOUNTAIN CREEK, ALONG THE TOP OF THE SOUTH LEVEE, 5.19 METERS (17.0
 JC1097'FEET) SOUTHWEST OF THE CENTER OF THE LEVEE ROAD, 11.16 METERS (36.5
 JC1097'FEET) WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL OF RAILROAD TRACKS,
 JC1097'0.46 METERS (1.5 FEET) SOUTHEAST OF A METAL WITNESS POST.
 JC1097'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 JC1097'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
 JC1097
 JC1097                          STATION RECOVERY (2002)
 JC1097
 JC1097'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002
 JC1097'STATION RECOVERY (2002)
 JC1097' 
 JC1097'RECOVERY NOTE ILDT 2002
 JC1097'THE STATION IS LOCATED IN MONROE COUNTY IN THE TOWN OF FOUNTAIN, IL.
 JC1097'7.6 MILES
 JC1097'WEST-NORTHWEST OF WATERLOO, IL.  5 MILES NORTH-NORTHEAST OF VALMEYER,
 JC1097'IL.  7.0 MILES
 JC1097'SOUTHWEST OF COLUMBIA, IL.
 JC1097' 
 JC1097'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 6 AND
 JC1097'FOUNTAIN ROAD. WEST
 JC1097'ON FOUNTAIN ROAD .23 MILES TO THE MARK ON THE LEFT.
 JC1097' 
 JC1097'THE STATION IS IN FOUNTAIN IL, NEAR THE SOUTHWEST END OF THE MISSOURI
 JC1097'PACIFIC RAILROAD
 JC1097'OVER FOUNTAIN CREEK, ALONG THE TOP OF THE SOUTH LEVEE OF FOUNTAIN
 JC1097'CREEK, 5.19 METERS
 JC1097'(17.0 FEET) SOUTHWEST OF THE CENTER OF THE LEVEE ROAD, 11.16 METERS
 JC1097'(36.5 FEET)
 JC1097'WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL OF RAILROAD TRACKS. THE MARK
 JC1097'IS 0.46
 JC1097'METERS NORTHWEST OF A METAL WITNESS POST. LID OF MONUMENT IS BROKEN
 JC1097'OFF.
 JC1097' 
 JC1097'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1058 ***********************************************************************
 JC1058  DESIGNATION -  A 288
 JC1058  PID         -  JC1058
 JC1058  STATE/COUNTY-  IL/RANDOLPH
 JC1058  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1058
 JC1058                         *CURRENT SURVEY CONTROL
 JC1058  ___________________________________________________________________
 JC1058* NAD 83(1986)-  38 04 10.     (N)    090 06 00.     (W)     SCALED    
 JC1058* NAVD 88     -       122.422  (meters)     401.65   (feet)  ADJUSTED  
 JC1058  ___________________________________________________________________
 JC1058  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JC1058  DYNAMIC HT  -         122.340 (meters)     401.38  (feet)  COMP
 JC1058  MODELED GRAV-     979,957.7   (mgal)                       NAVD 88
 JC1058
 JC1058  VERT ORDER  -  FIRST     CLASS II
 JC1058
 JC1058.The horizontal coordinates were scaled from a topographic map and have
 JC1058.an estimated accuracy of +/- 6 seconds.
 JC1058
 JC1058.The orthometric height was determined by differential leveling
 JC1058.and adjusted by the National Geodetic Survey in June 1991..
 JC1058
 JC1058.The geoid height was determined by GEOID03.
 JC1058
 JC1058.The dynamic height is computed by dividing the NAVD 88
 JC1058.geopotential number by the normal gravity value computed on the
 JC1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1058.degrees latitude (g = 980.6199 gals.).
 JC1058
 JC1058.The modeled gravity was interpolated from observed gravity values.
 JC1058
 JC1058;                    North         East    Units  Estimated Accuracy
 JC1058;SPC IL W     -   155,680.      705,850.      MT  (+/- 180 meters Scaled)
 JC1058
 JC1058                          SUPERSEDED SURVEY CONTROL
 JC1058
 JC1058  NGVD 29 (??/??/??)  122.364  (m)          401.46   (f) ADJUSTED    1 2
 JC1058
 JC1058.Superseded values are not recommended for survey control.
 JC1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1058.See file dsdata.txt to determine how the superseded data were derived.
 JC1058
 JC1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC543174(NAD 83)
 JC1058_MARKER: I = METAL ROD
 JC1058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1058_SP_SET: STAINLESS STEEL ROD
 JC1058_STAMPING: A 288 1981
 JC1058_MARK LOGO: NGS   
 JC1058_PROJECTION: FLUSH
 JC1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1058_ROD/PIPE-DEPTH: 9.80 meters
 JC1058
 JC1058  HISTORY     - Date     Condition        Report By
 JC1058  HISTORY     - 1981     MONUMENTED       NGS
 JC1058
 JC1058                          STATION DESCRIPTION
 JC1058
 JC1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1058'1.35 KM (0.85 MI) SOUTH FROM PRAIRIE DU ROCHER.
 JC1058'1.35 KILOMETERS (0.85 MILE) SOUTH ALONG THE TOP OF THE SOUTH MAIN
 JC1058'LEVEE FROM THE INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER
 JC1058'TO THE MARK ON THE LEFT, 3.97 METTERS (13.0 FEET) EAST OF THE CENTER
 JC1058'OF THE LEVEE ROAD AND 0.46 METER (1.5 FEET) SOUTH OF A METAL WITNESS
 JC1058'POST.
 JC1058'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 JC1058'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1402 ***********************************************************************
 HB1402  DESIGNATION -  A 289
 HB1402  PID         -  HB1402
 HB1402  STATE/COUNTY-  IL/RANDOLPH
 HB1402  USGS QUAD   -  KASKASKIA (1993)
 HB1402
 HB1402                         *CURRENT SURVEY CONTROL
 HB1402  ___________________________________________________________________
 HB1402* NAD 83(1986)-  37 56 16.     (N)    089 52 43.     (W)     SCALED    
 HB1402* NAVD 88     -       118.547  (meters)     388.93   (feet)  ADJUSTED  
 HB1402  ___________________________________________________________________
 HB1402  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HB1402  DYNAMIC HT  -         118.466 (meters)     388.67  (feet)  COMP
 HB1402  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 HB1402
 HB1402  VERT ORDER  -  FIRST     CLASS II
 HB1402
 HB1402.The horizontal coordinates were scaled from a topographic map and have
 HB1402.an estimated accuracy of +/- 6 seconds.
 HB1402
 HB1402.The orthometric height was determined by differential leveling
 HB1402.and adjusted by the National Geodetic Survey in June 1991..
 HB1402
 HB1402.The geoid height was determined by GEOID03.
 HB1402
 HB1402.The dynamic height is computed by dividing the NAVD 88
 HB1402.geopotential number by the normal gravity value computed on the
 HB1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1402.degrees latitude (g = 980.6199 gals.).
 HB1402
 HB1402.The modeled gravity was interpolated from observed gravity values.
 HB1402
 HB1402;                    North         East    Units  Estimated Accuracy
 HB1402;SPC IL W     -   141,100.      725,320.      MT  (+/- 180 meters Scaled)
 HB1402
 HB1402                          SUPERSEDED SURVEY CONTROL
 HB1402
 HB1402  NGVD 29 (??/??/??)  118.480  (m)          388.71   (f) ADJUSTED    1 2
 HB1402
 HB1402.Superseded values are not recommended for survey control.
 HB1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1402.See file dsdata.txt to determine how the superseded data were derived.
 HB1402
 HB1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH470028(NAD 83)
 HB1402_MARKER: I = METAL ROD
 HB1402_SETTING: 0 = UNSPECIFIED SETTING
 HB1402_SP_SET: UNSPECIFIED SHALLOW
 HB1402_STAMPING: A 289 1981
 HB1402_MARK LOGO: NGS   
 HB1402_PROJECTION: FLUSH
 HB1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1402_ROD/PIPE-DEPTH: 2.40 meters
 HB1402
 HB1402  HISTORY     - Date     Condition        Report By
 HB1402  HISTORY     - 1981     MONUMENTED       NGS
 HB1402
 HB1402                          STATION DESCRIPTION
 HB1402
 HB1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1402'3.4 KM (2.1 MI) SE FROM FORT GAGE.
 HB1402'3.4 KILOMETERS (2.1 MILES) SOUTHEAST ALONG REILY LAKE ROAD PARALELLING
 HB1402'THE MISSOURI PACIFIC RAILROAD FROM THE JUNCTION OF A PAVED ROAD NUMBER
 HB1402'16.00E IN FORT GAGE TO THE MARK ON THE RIGHT, 7.93 METERS (26.0 FEET)
 HB1402'SOUTHWEST OF THE CENTER OF REILY LAKE ROAD, 5.78 METERS (19.0 FEET)
 HB1402'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS AND
 HB1402'0.67 METER (2.2 FEET) NORTHWEST OF A POWER POLE.  NOTE-SEVERAL
 HB1402'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND EMBEDDED AT
 HB1402'2.4 METERS.
 HB1402'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 HB1402'THE MARK IS 1.20 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0342 ***********************************************************************
 MF0342  DESIGNATION -  A 29
 MF0342  PID         -  MF0342
 MF0342  STATE/COUNTY-  IL/LIVINGSTON
 MF0342  USGS QUAD   -  ODELL (1983)
 MF0342
 MF0342                         *CURRENT SURVEY CONTROL
 MF0342  ___________________________________________________________________
 MF0342* NAD 83(1997)-  41 05 57.68478(N)    088 35 03.55284(W)     ADJUSTED  
 MF0342* NAVD 88     -       207.332  (meters)     680.22   (feet)  ADJUSTED  
 MF0342  ___________________________________________________________________
 MF0342  X           -     118,920.594 (meters)                     COMP
 MF0342  Y           -  -4,812,007.379 (meters)                     COMP
 MF0342  Z           -   4,170,859.421 (meters)                     COMP
 MF0342  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 MF0342  ELLIP HEIGHT-         174.92  (meters)          (02/03/05) GPS OBS
 MF0342  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MF0342  DYNAMIC HT  -         207.247 (meters)     679.94  (feet)  COMP
 MF0342  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 MF0342
 MF0342  HORZ ORDER  -  FIRST
 MF0342  VERT ORDER  -  SECOND    CLASS 0
 MF0342  ELLP ORDER  -  FOURTH    CLASS II
 MF0342
 MF0342.The horizontal coordinates were established by GPS observations
 MF0342.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0342
 MF0342.The orthometric height was determined by differential leveling
 MF0342.and adjusted by the National Geodetic Survey in June 1991..
 MF0342
 MF0342.Photographs are available for this station.
 MF0342
 MF0342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0342
 MF0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0342
 MF0342.The ellipsoidal height was determined by GPS observations
 MF0342.and is referenced to NAD 83.
 MF0342
 MF0342.The geoid height was determined by GEOID03.
 MF0342
 MF0342.The dynamic height is computed by dividing the NAVD 88
 MF0342.geopotential number by the normal gravity value computed on the
 MF0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0342.degrees latitude (g = 980.6199 gals.).
 MF0342
 MF0342.The modeled gravity was interpolated from observed gravity values.
 MF0342
 MF0342;                    North         East     Units Scale Factor Converg.
 MF0342;SPC IL E     -   492,105.945   278,915.431   MT  0.99998047   -0 09 54.0
 MF0342;SPC IL E     - 1,614,517.59    915,075.04   sFT  0.99998047   -0 09 54.0
 MF0342;UTM  16      - 4,550,996.083   366,954.196   MT  0.99981786   -1 02 29.9
 MF0342
 MF0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0342!SPC IL E     -   0.99997256  x   0.99998047  =   0.99995303
 MF0342!UTM  16      -   0.99997256  x   0.99981786  =   0.99979043
 MF0342
 MF0342                          SUPERSEDED SURVEY CONTROL
 MF0342
 MF0342  ELLIP H (03/04/03)  174.93   (m)                       GP(       ) 4 2
 MF0342  NAVD 88 (03/04/03)  207.33   (m)          680.2    (f) LEVELING    3  
 MF0342  NGVD 29 (??/??/92)  207.400  (m)          680.44   (f) ADJ UNCH    2 0
 MF0342
 MF0342.Superseded values are not recommended for survey control.
 MF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0342.See file dsdata.txt to determine how the superseded data were derived.
 MF0342
 MF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6695450996(NAD 83)
 MF0342_MARKER: DB = BENCH MARK DISK
 MF0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0342_STAMPING: A 29 1934
 MF0342_PROJECTION: FLUSH
 MF0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0342+STABILITY: SURFACE MOTION
 MF0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0342+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF0342
 MF0342  HISTORY     - Date     Condition        Report By
 MF0342  HISTORY     - 1934     MONUMENTED       CGS
 MF0342  HISTORY     - 200205   GOOD             ASCPC
 MF0342  HISTORY     - 20050131 GOOD             MORSUR
 MF0342  HISTORY     - 20050725 GOOD             GEOSPC
 MF0342
 MF0342                          STATION DESCRIPTION
 MF0342
 MF0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0342'8.3 MI W FROM DWIGHT.
 MF0342'8.3 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 MF0342'AT DWIGHT, LIVINGSTON COUNTY, AT ADAMS, ONE POLE EAST OF STATION
 MF0342'7300, ABOUT 135 FEET EAST OF THE CENTERLINE OF A ROAD THAT CROSSES
 MF0342'THE TRACK, 27 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3 FEET
 MF0342'NORTH OF THE RIGHT-OF-WAY FENCE, AND 2.5 FEET LOWER THAN THE RAIL.
 MF0342'A STANDARD DISK, STAMPED A 29 1934 AND SET IN THE TOP OF A CONCRETE
 MF0342'POST.
 MF0342
 MF0342                          STATION RECOVERY (2002)
 MF0342
 MF0342'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0342'RECOVERED AS DESCRIBED
 MF0342' 
 MF0342'
 MF0342
 MF0342                          STATION RECOVERY (2005)
 MF0342
 MF0342'RECOVERY NOTE BY MORRISON SURVEYING COMPANY 2005 (MJM)
 MF0342'RECOVERED AS DESCRIBED.
 MF0342
 MF0342                          STATION RECOVERY (2005)
 MF0342
 MF0342'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF0342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1358 ***********************************************************************
 HB1358  DESIGNATION -  A 290
 HB1358  PID         -  HB1358
 HB1358  STATE/COUNTY-  IL/JACKSON
 HB1358  USGS QUAD   -  MURPHYSBORO (1978)
 HB1358
 HB1358                         *CURRENT SURVEY CONTROL
 HB1358  ___________________________________________________________________
 HB1358* NAD 83(1997)-  37 45 44.17577(N)    089 16 52.94220(W)     ADJUSTED  
 HB1358* NAVD 88     -       123.204  (meters)     404.21   (feet)  ADJUSTED  
 HB1358  ___________________________________________________________________
 HB1358  X           -      63,321.277 (meters)                     COMP
 HB1358  Y           -  -5,048,308.546 (meters)                     COMP
 HB1358  Z           -   3,884,675.030 (meters)                     COMP
 HB1358  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 HB1358  ELLIP HEIGHT-          94.03  (meters)          (02/03/05) GPS OBS
 HB1358  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB1358  DYNAMIC HT  -         123.119 (meters)     403.93  (feet)  COMP
 HB1358  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 HB1358
 HB1358  HORZ ORDER  -  FIRST
 HB1358  VERT ORDER  -  FIRST     CLASS II
 HB1358  ELLP ORDER  -  FOURTH    CLASS II
 HB1358
 HB1358.The horizontal coordinates were established by GPS observations
 HB1358.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 HB1358
 HB1358.The orthometric height was determined by differential leveling
 HB1358.and adjusted by the National Geodetic Survey in June 1991..
 HB1358
 HB1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1358
 HB1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1358
 HB1358.The ellipsoidal height was determined by GPS observations
 HB1358.and is referenced to NAD 83.
 HB1358
 HB1358.The geoid height was determined by GEOID03.
 HB1358
 HB1358.The dynamic height is computed by dividing the NAVD 88
 HB1358.geopotential number by the normal gravity value computed on the
 HB1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1358.degrees latitude (g = 980.6199 gals.).
 HB1358
 HB1358.The modeled gravity was interpolated from observed gravity values.
 HB1358
 HB1358;                    North         East     Units Scale Factor Converg.
 HB1358;SPC IL W     -   121,953.918   778,004.073   MT  1.00001609   +0 32 31.8
 HB1358;SPC IL W     -   400,110.48  2,552,501.70   sFT  1.00001609   +0 32 31.8
 HB1358;UTM  16      - 4,181,889.800   299,043.294   MT  1.00009743   -1 23 51.2
 HB1358
 HB1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1358!SPC IL W     -   0.99998525  x   1.00001609  =   1.00000133
 HB1358!UTM  16      -   0.99998525  x   1.00009743  =   1.00008267
 HB1358
 HB1358                          SUPERSEDED SURVEY CONTROL
 HB1358
 HB1358  ELLIP H (08/05/04)   94.03   (m)                       GP(       ) 4 1
 HB1358  NAVD 88 (08/05/04)  123.20   (m)          404.2    (f) LEVELING    3  
 HB1358  NGVD 29 (??/??/??)  123.127  (m)          403.96   (f) ADJUSTED    1 2
 HB1358
 HB1358.Superseded values are not recommended for survey control.
 HB1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1358.See file dsdata.txt to determine how the superseded data were derived.
 HB1358
 HB1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9904381890(NAD 83)
 HB1358_MARKER: I = METAL ROD
 HB1358_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1358_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1358_STAMPING: A 290 1981
 HB1358_MARK LOGO: NGS   
 HB1358_PROJECTION: FLUSH
 HB1358_MAGNETIC: I = MARKER IS A STEEL ROD
 HB1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1358+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 HB1358_ROD/PIPE-DEPTH: 11.0 meters
 HB1358_SLEEVE-DEPTH  : 6.1 meters
 HB1358
 HB1358  HISTORY     - Date     Condition        Report By
 HB1358  HISTORY     - 1981     MONUMENTED       NGS
 HB1358  HISTORY     - 20040603 GOOD             MSAM
 HB1358
 HB1358                          STATION DESCRIPTION
 HB1358
 HB1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1358'4.7 KM (2.9 MI) EAST FROM MURPHYSBORO.
 HB1358'0.8 KILOMETERS (0.5 MILE) EAST ALONG STATE HIGHWAY 149 FROM THE
 HB1358'COURTHOUSE IN MURPHYSBORO TO THE INTERSECTION OF STATE HIGHWAYS 13,
 HB1358'127 AND 149, THENCE 3.9 KILOMETERS (2.4 MILES) EAST ON STATE HIGHWAY
 HB1358'13 TO THE EAST END OF THE MURDALE GARDENS OF MEMORY CEMETERY AND THE
 HB1358'MARK ON THE LEFT, 23.46 METERS (83.5 FEET) NORTH OF THE CENTER LINE OF
 HB1358'THE WESTBOUND LANE OF THE HIGHWAY, 2.90 METERS (9.5 FEET) NORTHEAST OF
 HB1358'A POWER POLE WITH 5 GUY WIRES, 2.44 METERS (8.0 FEET) SOUTH OF A STATE
 HB1358'HIGHWAY RIGHT-OF-WAY MARKER, 1.83 METERS (6.0 FEET) SOUTHWEST OF A
 HB1358'TELEPHONE CABLE JUNCTION BOX NUMBER L1523 PK4.
 HB1358'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 HB1358
 HB1358                          STATION RECOVERY (2004)
 HB1358
 HB1358'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 HB1358'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 HB1358'RECOVERED AS DESCRIBED 2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1362 ***********************************************************************
 HB1362  DESIGNATION -  A 291
 HB1362  PID         -  HB1362
 HB1362  STATE/COUNTY-  IL/JACKSON
 HB1362  USGS QUAD   -  CARBONDALE (1996)
 HB1362
 HB1362                         *CURRENT SURVEY CONTROL
 HB1362  ___________________________________________________________________
 HB1362* NAD 83(1986)-  37 43 35.     (N)    089 13 53.     (W)     SCALED    
 HB1362* NAVD 88     -       125.846  (meters)     412.88   (feet)  ADJUSTED  
 HB1362  ___________________________________________________________________
 HB1362  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HB1362  DYNAMIC HT  -         125.759 (meters)     412.59  (feet)  COMP
 HB1362  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 HB1362
 HB1362  VERT ORDER  -  FIRST     CLASS II
 HB1362
 HB1362.The horizontal coordinates were scaled from a topographic map and have
 HB1362.an estimated accuracy of +/- 6 seconds.
 HB1362
 HB1362.The orthometric height was determined by differential leveling
 HB1362.and adjusted by the National Geodetic Survey in June 1991..
 HB1362
 HB1362.The geoid height was determined by GEOID03.
 HB1362
 HB1362.The dynamic height is computed by dividing the NAVD 88
 HB1362.geopotential number by the normal gravity value computed on the
 HB1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1362.degrees latitude (g = 980.6199 gals.).
 HB1362
 HB1362.The modeled gravity was interpolated from observed gravity values.
 HB1362
 HB1362;                    North         East    Units  Estimated Accuracy
 HB1362;SPC IL W     -   118,010.      782,450.      MT  (+/- 180 meters Scaled)
 HB1362
 HB1362                          SUPERSEDED SURVEY CONTROL
 HB1362
 HB1362  NGVD 29 (??/??/??)  125.770  (m)          412.63   (f) ADJUSTED    1 2
 HB1362
 HB1362.Superseded values are not recommended for survey control.
 HB1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1362.See file dsdata.txt to determine how the superseded data were derived.
 HB1362
 HB1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG033778(NAD 83)
 HB1362_MARKER: I = METAL ROD
 HB1362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1362_SP_SET: STAINLESS STEEL ROD
 HB1362_STAMPING: A 291 1981
 HB1362_MARK LOGO: NGS   
 HB1362_PROJECTION: FLUSH
 HB1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1362_ROD/PIPE-DEPTH: 8.5  meters
 HB1362
 HB1362  HISTORY     - Date     Condition        Report By
 HB1362  HISTORY     - 1981     MONUMENTED       NGS
 HB1362
 HB1362                          STATION DESCRIPTION
 HB1362
 HB1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1362'IN CARBONDALE.
 HB1362'IN CARBONDALE, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF WEST MAIN
 HB1362'STREET (STATE HIGHWAY 13) AND ORCHARD DRIVE, 1.3 KILOMETERS (0.8 MILE)
 HB1362'WEST ALONG MAIN STREET FROM THE INTERSECTION OF NORTH ILLINOIS STREET
 HB1362'(STATE HIGHWAY 51), 11.12 METERS (36.5 FEET) SOUTH OF THE CENTER LINE
 HB1362'OF THE EASTBOUND LANE OF MAIN STREET, 5.12 METERS (16.8 FEET) EAST OF
 HB1362'THE EAST CURB OF ORCHARD STREET, 3.26 METERS (10.7 FEET) NORTH OF THE
 HB1362'NORTHWEST CORNER OF THE CONCRETE BASE OF A CHECKER SERVICE STATION
 HB1362'SIGN, 2.5 METERS (8.5 FEET) NORTHEAST OF A FIRE HYDRANT.
 HB1362'THE MARK IS 0.18 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1335 ***********************************************************************
 HB1335  DESIGNATION -  A 292
 HB1335  PID         -  HB1335
 HB1335  STATE/COUNTY-  IL/JACKSON
 HB1335  USGS QUAD   -  GORHAM (1994)
 HB1335
 HB1335                         *CURRENT SURVEY CONTROL
 HB1335  ___________________________________________________________________
 HB1335* NAD 83(1986)-  37 41 01.     (N)    089 28 42.     (W)     SCALED    
 HB1335* NAVD 88     -       120.621  (meters)     395.74   (feet)  ADJUSTED  
 HB1335  ___________________________________________________________________
 HB1335  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HB1335  DYNAMIC HT  -         120.536 (meters)     395.46  (feet)  COMP
 HB1335  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 HB1335
 HB1335  VERT ORDER  -  FIRST     CLASS II
 HB1335
 HB1335.The horizontal coordinates were scaled from a topographic map and have
 HB1335.an estimated accuracy of +/- 6 seconds.
 HB1335
 HB1335.The orthometric height was determined by differential leveling
 HB1335.and adjusted by the National Geodetic Survey in June 1991..
 HB1335
 HB1335.The geoid height was determined by GEOID03.
 HB1335
 HB1335.The dynamic height is computed by dividing the NAVD 88
 HB1335.geopotential number by the normal gravity value computed on the
 HB1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1335.degrees latitude (g = 980.6199 gals.).
 HB1335
 HB1335.The modeled gravity was interpolated from observed gravity values.
 HB1335
 HB1335;                    North         East    Units  Estimated Accuracy
 HB1335;SPC IL W     -   113,080.      760,710.      MT  (+/- 180 meters Scaled)
 HB1335
 HB1335                          SUPERSEDED SURVEY CONTROL
 HB1335
 HB1335  NGVD 29 (??/??/??)  120.535  (m)          395.46   (f) ADJUSTED    1 2
 HB1335
 HB1335.Superseded values are not recommended for survey control.
 HB1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1335.See file dsdata.txt to determine how the superseded data were derived.
 HB1335
 HB1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG814736(NAD 83)
 HB1335_MARKER: DB = BENCH MARK DISK
 HB1335_SETTING: 66 = SET IN ROCK OUTCROP
 HB1335_SP_SET: ROCK OUTCROP
 HB1335_STAMPING: A 292 1981
 HB1335_MARK LOGO: NGS   
 HB1335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1335+STABILITY: POSITION/ELEVATION WELL
 HB1335
 HB1335  HISTORY     - Date     Condition        Report By
 HB1335  HISTORY     - 1981     MONUMENTED       NGS
 HB1335
 HB1335                          STATION DESCRIPTION
 HB1335
 HB1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1335'4.15 KM (2.6 MI) SE FROM GORHAM.
 HB1335'2.3 KILOMETERS (1.45 MILES) SOUTHEAST ALONG COUNTY ROAD 9 FROM THE
 HB1335'POST OFFICE IN GORHAM, THENCE 1.85 KILOMETERS (1.15 MILES) SOUTH ALONG
 HB1335'STATE HIGHWAY 3 TO A GRAVELED ROAD LEADING WEST AND THE MARK SET
 HB1335'HORIZONTALLY BEHIND A WOOD FRAMED HOUSE IN THE SOUTHWEST ANGLE OF THE
 HB1335'JUNCTION, 72.24 METERS (237.0 FEET) WEST OF THE CENTER LINE OF THE
 HB1335'HIGHWAY, 19.82 METERS (65.0 FEET) WEST-NORTHWEST OF THE WEST CORNER OF
 HB1335'THE HOUSE, 8.23 METERS (27.0 FEET) SOUTH OF THE CENTER OF THE GRAVELED
 HB1335'ROAD.
 HB1335'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1602 ***********************************************************************
 JB1602  DESIGNATION -  A 294
 JB1602  PID         -  JB1602
 JB1602  STATE/COUNTY-  IL/MARION
 JB1602  USGS QUAD   -  OMEGA (1976)
 JB1602
 JB1602                         *CURRENT SURVEY CONTROL
 JB1602  ___________________________________________________________________
 JB1602* NAD 83(1986)-  38 37 42.     (N)    088 47 23.     (W)     SCALED    
 JB1602* NAVD 88     -       158.516  (meters)     520.06   (feet)  ADJUSTED  
 JB1602  ___________________________________________________________________
 JB1602  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JB1602  DYNAMIC HT  -         158.416 (meters)     519.74  (feet)  COMP
 JB1602  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JB1602
 JB1602  VERT ORDER  -  FIRST     CLASS II
 JB1602
 JB1602.The horizontal coordinates were scaled from a topographic map and have
 JB1602.an estimated accuracy of +/- 6 seconds.
 JB1602
 JB1602.The orthometric height was determined by differential leveling
 JB1602.and adjusted by the National Geodetic Survey in June 1991..
 JB1602
 JB1602.The geoid height was determined by GEOID03.
 JB1602
 JB1602.The dynamic height is computed by dividing the NAVD 88
 JB1602.geopotential number by the normal gravity value computed on the
 JB1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1602.degrees latitude (g = 980.6199 gals.).
 JB1602
 JB1602.The modeled gravity was interpolated from observed gravity values.
 JB1602
 JB1602;                    North         East    Units  Estimated Accuracy
 JB1602;SPC IL E     -   217,820.      260,260.      MT  (+/- 180 meters Scaled)
 JB1602
 JB1602                          SUPERSEDED SURVEY CONTROL
 JB1602
 JB1602.No superseded survey control is available for this station.
 JB1602
 JB1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH442770(NAD 83)
 JB1602_MARKER: I = METAL ROD
 JB1602_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB1602_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB1602_STAMPING: A 294 1986
 JB1602_MARK LOGO: NGS   
 JB1602_PROJECTION: RECESSED 4 CENTIMETERS
 JB1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JB1602+STABILITY: POSITION/ELEVATION WELL
 JB1602_ROD/PIPE-DEPTH: 3.35 meters
 JB1602_SLEEVE-DEPTH  : 3.0 meters
 JB1602
 JB1602  HISTORY     - Date     Condition        Report By
 JB1602  HISTORY     - 1986     MONUMENTED       NGS
 JB1602
 JB1602                          STATION DESCRIPTION
 JB1602
 JB1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1602'13.7 KM (8.5 MI) EAST FROM SALEM.
 JB1602'13.7 KM (8.5 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 JB1602'SALEM, 60.0 M (196.8 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 1900 E,
 JB1602'24.8 M (81.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A MOBILE SERVICE
 JB1602'STATION, 20.0 M (65.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A 24 BY
 JB1602'24 INCH METAL STORM DRAIN, AND 14.8 M (48.6 FT) NORTH OF THE
 JB1602'CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JB1602'A 5-INCH LOGO CAP.
 JB1602'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1661 ***********************************************************************
 JA1661  DESIGNATION -  A 295
 JA1661  PID         -  JA1661
 JA1661  STATE/COUNTY-  IL/LAWRENCE
 JA1661  USGS QUAD   -  CLAREMONT (1968)
 JA1661
 JA1661                         *CURRENT SURVEY CONTROL
 JA1661  ___________________________________________________________________
 JA1661* NAD 83(1986)-  38 42 47.     (N)    087 52 35.     (W)     SCALED    
 JA1661* NAVD 88     -       144.428  (meters)     473.84   (feet)  ADJUSTED  
 JA1661  ___________________________________________________________________
 JA1661  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JA1661  DYNAMIC HT  -         144.339 (meters)     473.55  (feet)  COMP
 JA1661  MODELED GRAV-     980,012.9   (mgal)                       NAVD 88
 JA1661
 JA1661  VERT ORDER  -  FIRST     CLASS II
 JA1661
 JA1661.The horizontal coordinates were scaled from a topographic map and have
 JA1661.an estimated accuracy of +/- 6 seconds.
 JA1661
 JA1661.The orthometric height was determined by differential leveling
 JA1661.and adjusted by the National Geodetic Survey in June 1991..
 JA1661
 JA1661.The geoid height was determined by GEOID03.
 JA1661
 JA1661.The dynamic height is computed by dividing the NAVD 88
 JA1661.geopotential number by the normal gravity value computed on the
 JA1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1661.degrees latitude (g = 980.6199 gals.).
 JA1661
 JA1661.The modeled gravity was interpolated from observed gravity values.
 JA1661
 JA1661;                    North         East    Units  Estimated Accuracy
 JA1661;SPC IL E     -   227,220.      339,740.      MT  (+/- 180 meters Scaled)
 JA1661
 JA1661                          SUPERSEDED SURVEY CONTROL
 JA1661
 JA1661.No superseded survey control is available for this station.
 JA1661
 JA1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH238852(NAD 83)
 JA1661_MARKER: I = METAL ROD
 JA1661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1661_SP_SET: STAINLESS STEEL ROD
 JA1661_STAMPING: A 295 1986
 JA1661_MARK LOGO: NGS   
 JA1661_PROJECTION: FLUSH
 JA1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1661_ROD/PIPE-DEPTH: 4.6  meters
 JA1661
 JA1661  HISTORY     - Date     Condition        Report By
 JA1661  HISTORY     - 1986     MONUMENTED       NGS
 JA1661
 JA1661                          STATION DESCRIPTION
 JA1661
 JA1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1661'17.7 KM (11.0 MI) WEST FROM LAWRENCEVILLE.
 JA1661'1.0 KM (0.6 MI) WESTERLY ALONG U.S. HIGHWAY 50 BUSINESS FROM THE
 JA1661'COURTHOUSE IN LAWRENCEVILLE, THENCE 14.9 KM (9.25 MI) WESTERLY ALONG
 JA1661'STATE HIGHWAY 250, THENCE 0.5 KM (0.3 MI) SOUTH ALONG NORTH CHRISTY
 JA1661'AVENUE, THENCE 1.3 KM (0.8 MI) WEST ALONG COUNTY ROAD 970 N, 63.7 M
 JA1661'(209.0 FT) SOUTH OF THE CENTER OF THE ROAD, 9.5 M (31.2 FT) WEST OF
 JA1661'THE CENTER OF COUNTY ROAD 170 E, AND 0.8 M (2.6 FT) NORTH OF A UTILITY
 JA1661'POLE.
 JA1661'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JA1661'THE MARK IS 0.3 M ABOVE COUNTY ROAD 170 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1607 ***********************************************************************
 JB1607  DESIGNATION -  A 296
 JB1607  PID         -  JB1607
 JB1607  STATE/COUNTY-  IL/MARION
 JB1607  USGS QUAD   -  SALEM NORTH (1978)
 JB1607
 JB1607                         *CURRENT SURVEY CONTROL
 JB1607  ___________________________________________________________________
 JB1607* NAD 83(1986)-  38 37 39.     (N)    088 54 07.     (W)     SCALED    
 JB1607* NAVD 88     -       159.419  (meters)     523.03   (feet)  ADJUSTED  
 JB1607  ___________________________________________________________________
 JB1607  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JB1607  DYNAMIC HT  -         159.317 (meters)     522.69  (feet)  COMP
 JB1607  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 JB1607
 JB1607  VERT ORDER  -  FIRST     CLASS II
 JB1607
 JB1607.The horizontal coordinates were scaled from a topographic map and have
 JB1607.an estimated accuracy of +/- 6 seconds.
 JB1607
 JB1607.The orthometric height was determined by differential leveling
 JB1607.and adjusted by the National Geodetic Survey in June 1991..
 JB1607
 JB1607.The geoid height was determined by GEOID03.
 JB1607
 JB1607.The dynamic height is computed by dividing the NAVD 88
 JB1607.geopotential number by the normal gravity value computed on the
 JB1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1607.degrees latitude (g = 980.6199 gals.).
 JB1607
 JB1607.The modeled gravity was interpolated from observed gravity values.
 JB1607
 JB1607;                    North         East    Units  Estimated Accuracy
 JB1607;SPC IL E     -   217,780.      250,490.      MT  (+/- 180 meters Scaled)
 JB1607
 JB1607                          SUPERSEDED SURVEY CONTROL
 JB1607
 JB1607.No superseded survey control is available for this station.
 JB1607
 JB1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH344771(NAD 83)
 JB1607_MARKER: I = METAL ROD
 JB1607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1607_SP_SET: STAINLESS STEEL ROD
 JB1607_STAMPING: A 296 1986
 JB1607_MARK LOGO: NGS   
 JB1607_PROJECTION: FLUSH
 JB1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1607_ROD/PIPE-DEPTH: 5.5  meters
 JB1607
 JB1607  HISTORY     - Date     Condition        Report By
 JB1607  HISTORY     - 1986     MONUMENTED       NGS
 JB1607
 JB1607                          STATION DESCRIPTION
 JB1607
 JB1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1607'3.9 KM (2.4 MI) EAST FROM SALEM.
 JB1607'3.9 KM (2.4 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 JB1607'SALEM, 67.3 M (220.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.2 M
 JB1607'(30.2 FT) WEST OF THE CENTER OF COUNTY ROAD 1300 E, AND 2.4 M (7.9 FT)
 JB1607'SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JB1607'5-INCH LOGO CAP.
 JB1607'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JB1607'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1675 ***********************************************************************
 LC1675  DESIGNATION -  A 297
 LC1675  PID         -  LC1675
 LC1675  STATE/COUNTY-  IL/DE WITT
 LC1675  USGS QUAD   -  FARMER CITY SOUTH (1979)
 LC1675
 LC1675                         *CURRENT SURVEY CONTROL
 LC1675  ___________________________________________________________________
 LC1675* NAD 83(1986)-  40 14 59.     (N)    088 38 35.     (W)     SCALED    
 LC1675* NAVD 88     -       221.970  (meters)     728.25   (feet)  ADJUSTED  
 LC1675  ___________________________________________________________________
 LC1675  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC1675  DYNAMIC HT  -         221.863 (meters)     727.90  (feet)  COMP
 LC1675  MODELED GRAV-     980,136.9   (mgal)                       NAVD 88
 LC1675
 LC1675  VERT ORDER  -  FIRST     CLASS II
 LC1675
 LC1675.The horizontal coordinates were scaled from a topographic map and have
 LC1675.an estimated accuracy of +/- 6 seconds.
 LC1675
 LC1675.The orthometric height was determined by differential leveling
 LC1675.and adjusted by the National Geodetic Survey in June 1991..
 LC1675
 LC1675.The geoid height was determined by GEOID03.
 LC1675
 LC1675.The dynamic height is computed by dividing the NAVD 88
 LC1675.geopotential number by the normal gravity value computed on the
 LC1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1675.degrees latitude (g = 980.6199 gals.).
 LC1675
 LC1675.The modeled gravity was interpolated from observed gravity values.
 LC1675
 LC1675;                    North         East    Units  Estimated Accuracy
 LC1675;SPC IL E     -   397,770.      273,650.      MT  (+/- 180 meters Scaled)
 LC1675
 LC1675                          SUPERSEDED SURVEY CONTROL
 LC1675
 LC1675.No superseded survey control is available for this station.
 LC1675
 LC1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK602567(NAD 83)
 LC1675_MARKER: DB = BENCH MARK DISK
 LC1675_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LC1675_SP_SET: GRAIN ELEVATOR
 LC1675_STAMPING: A 297 1986
 LC1675_MARK LOGO: NGS   
 LC1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LC1675+STABILITY: POSITION/ELEVATION WELL
 LC1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC1675+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 LC1675
 LC1675  HISTORY     - Date     Condition        Report By
 LC1675  HISTORY     - 1986     MONUMENTED       NGS
 LC1675  HISTORY     - 20040927 GOOD             ILDT
 LC1675
 LC1675                          STATION DESCRIPTION
 LC1675
 LC1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1675'IN FARMER CITY.
 LC1675'IN FARMER CITY, AT THE INTERSECTION OF NORTH MAIN AND WEST MONROE
 LC1675'STREETS, IN TOP OF THE CONCRETE FOUNDATION WALL OF THE MOST SOUTHERLY
 LC1675'1 OF 2 UNLOADING PITS OF THE TABOR GRAIN ELEVATOR, 41.8 M (137.1 FT)
 LC1675'NORTH OF THE CENTER OF MONROE STREET, 29.7 M (97.4 FT) WEST OF THE
 LC1675'CENTER OF MAIN STREET, AND 0.8 M (2.6 FT) SOUTHEAST OF THE SOUTH
 LC1675'CORNER OF THE STEEL GRATING AND PIT.
 LC1675'THE MARK IS 1.0 M ABOVE MAIN STREET.
 LC1675
 LC1675                          STATION RECOVERY (2004)
 LC1675
 LC1675'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1594 ***********************************************************************
 JB1594  DESIGNATION -  A 298
 JB1594  PID         -  JB1594
 JB1594  STATE/COUNTY-  IL/CLAY
 JB1594  USGS QUAD   -  XENIA (1978)
 JB1594
 JB1594                         *CURRENT SURVEY CONTROL
 JB1594  ___________________________________________________________________
 JB1594* NAD 83(1986)-  38 38 49.     (N)    088 38 05.     (W)     SCALED    
 JB1594* NAVD 88     -       173.153  (meters)     568.09   (feet)  ADJUSTED  
 JB1594  ___________________________________________________________________
 JB1594  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JB1594  DYNAMIC HT  -         173.045 (meters)     567.73  (feet)  COMP
 JB1594  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JB1594
 JB1594  VERT ORDER  -  FIRST     CLASS II
 JB1594
 JB1594.The horizontal coordinates were scaled from a topographic map and have
 JB1594.an estimated accuracy of +/- 6 seconds.
 JB1594
 JB1594.The orthometric height was determined by differential leveling
 JB1594.and adjusted by the National Geodetic Survey in June 1991..
 JB1594
 JB1594.The geoid height was determined by GEOID03.
 JB1594
 JB1594.The dynamic height is computed by dividing the NAVD 88
 JB1594.geopotential number by the normal gravity value computed on the
 JB1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1594.degrees latitude (g = 980.6199 gals.).
 JB1594
 JB1594.The modeled gravity was interpolated from observed gravity values.
 JB1594
 JB1594;                    North         East    Units  Estimated Accuracy
 JB1594;SPC IL E     -   219,830.      273,760.      MT  (+/- 180 meters Scaled)
 JB1594
 JB1594                          SUPERSEDED SURVEY CONTROL
 JB1594
 JB1594.No superseded survey control is available for this station.
 JB1594
 JB1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH577788(NAD 83)
 JB1594_MARKER: I = METAL ROD
 JB1594_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JB1594+WITH SETTING: INFORMATION.
 JB1594_SP_SET: SHALLOW-SET METAL ROD
 JB1594_STAMPING: A 298 1986
 JB1594_MARK LOGO: NGS   
 JB1594_PROJECTION: RECESSED 2 CENTIMETERS
 JB1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1594_ROD/PIPE-DEPTH: 2.5  meters
 JB1594
 JB1594  HISTORY     - Date     Condition        Report By
 JB1594  HISTORY     - 1986     MONUMENTED       NGS
 JB1594
 JB1594                          STATION DESCRIPTION
 JB1594
 JB1594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1594'IN XENIA.
 JB1594'IN XENIA, AT THE INTERSECTION OF COUNTY ROAD 275 N AND COUNTY ROAD 325
 JB1594'E, 29.5 M (96.8 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 325 E, 8.8 M
 JB1594'(28.9 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD 275 N, AND 0.5 M
 JB1594'(1.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JB1594'THROUGH A 5-INCH LOGO CAP.
 JB1594'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD 275 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0898 ***********************************************************************
 LC0898  DESIGNATION -  A 30
 LC0898  PID         -  LC0898
 LC0898  STATE/COUNTY-  IL/MARSHALL
 LC0898  USGS QUAD   -  LA ROSE (1983)
 LC0898
 LC0898                         *CURRENT SURVEY CONTROL
 LC0898  ___________________________________________________________________
 LC0898* NAD 83(1986)-  40 59 28.     (N)    089 11 41.     (W)     SCALED    
 LC0898* NAVD 88     -       204.307  (meters)     670.30   (feet)  ADJUSTED  
 LC0898  ___________________________________________________________________
 LC0898  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LC0898  DYNAMIC HT  -         204.218 (meters)     670.01  (feet)  COMP
 LC0898  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 LC0898
 LC0898  VERT ORDER  -  SECOND    CLASS 0
 LC0898
 LC0898.The horizontal coordinates were scaled from a topographic map and have
 LC0898.an estimated accuracy of +/- 6 seconds.
 LC0898
 LC0898.The orthometric height was determined by differential leveling
 LC0898.and adjusted by the National Geodetic Survey in June 1991..
 LC0898
 LC0898.The geoid height was determined by GEOID03.
 LC0898
 LC0898.The dynamic height is computed by dividing the NAVD 88
 LC0898.geopotential number by the normal gravity value computed on the
 LC0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0898.degrees latitude (g = 980.6199 gals.).
 LC0898
 LC0898.The modeled gravity was interpolated from observed gravity values.
 LC0898
 LC0898;                    North         East    Units  Estimated Accuracy
 LC0898;SPC IL W     -   480,490.      781,780.      MT  (+/- 180 meters Scaled)
 LC0898
 LC0898                          SUPERSEDED SURVEY CONTROL
 LC0898
 LC0898  NGVD 29 (??/??/92)  204.366  (m)          670.49   (f) ADJ UNCH    2 0
 LC0898
 LC0898.Superseded values are not recommended for survey control.
 LC0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0898.See file dsdata.txt to determine how the superseded data were derived.
 LC0898
 LC0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL153400(NAD 83)
 LC0898_MARKER: DB = BENCH MARK DISK
 LC0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0898_STAMPING: A 20 1934
 LC0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0898+STABILITY: SURFACE MOTION
 LC0898
 LC0898  HISTORY     - Date     Condition        Report By
 LC0898  HISTORY     - 1934     MONUMENTED       CGS
 LC0898  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 LC0898
 LC0898                          STATION DESCRIPTION
 LC0898
 LC0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0898'3.2 MI W FROM TOLUCA.
 LC0898'3.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC0898'FROM THE STATION AT TOLUCA, MARSHALL COUNTY, 9-1/2 POLES WEST OF
 LC0898'MILEPOST 113, AT A PUBLIC-ROAD CROSSING, 33 FEET SOUTH OF THE
 LC0898'CENTERLINE OF THE SOUTH TRACK, 27 FEET EAST OF THE CENTERLINE OF
 LC0898'THE ROAD, AT A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 3-1/2 FEET
 LC0898'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 20 1934 AND SET
 LC0898'IN THE TOP OF A CONCRETE POST.
 LC0898
 LC0898                          STATION RECOVERY (1998)
 LC0898
 LC0898'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2113 ***********************************************************************
 LB2113  DESIGNATION -  A 300
 LB2113  PID         -  LB2113
 LB2113  STATE/COUNTY-  IL/VERMILION
 LB2113  USGS QUAD   -  DANVILLE NE (1978)
 LB2113
 LB2113                         *CURRENT SURVEY CONTROL
 LB2113  ___________________________________________________________________
 LB2113* NAD 83(1997)-  40 08 00.24663(N)    087 33 29.01713(W)     ADJUSTED  
 LB2113* NAVD 88     -       196.692  (meters)     645.31   (feet)  ADJUSTED  
 LB2113  ___________________________________________________________________
 LB2113  X           -     208,062.636 (meters)                     COMP
 LB2113  Y           -  -4,878,864.139 (meters)                     COMP
 LB2113  Z           -   4,089,427.185 (meters)                     COMP
 LB2113  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 LB2113  ELLIP HEIGHT-         164.07  (meters)          (12/06/04) GPS OBS
 LB2113  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LB2113  DYNAMIC HT  -         196.593 (meters)     644.99  (feet)  COMP
 LB2113  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 LB2113
 LB2113  HORZ ORDER  -  FIRST
 LB2113  VERT ORDER  -  FIRST     CLASS II
 LB2113  ELLP ORDER  -  FOURTH    CLASS I
 LB2113
 LB2113.The horizontal coordinates were established by GPS observations
 LB2113.and adjusted by the National Geodetic Survey in December 2002..
 LB2113
 LB2113.The orthometric height was determined by differential leveling
 LB2113.and adjusted by the National Geodetic Survey in June 1991..
 LB2113
 LB2113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2113
 LB2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2113
 LB2113.The ellipsoidal height was determined by GPS observations
 LB2113.and is referenced to NAD 83.
 LB2113
 LB2113.The geoid height was determined by GEOID03.
 LB2113
 LB2113.The dynamic height is computed by dividing the NAVD 88
 LB2113.geopotential number by the normal gravity value computed on the
 LB2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2113.degrees latitude (g = 980.6199 gals.).
 LB2113
 LB2113.The modeled gravity was interpolated from observed gravity values.
 LB2113
 LB2113;                    North         East     Units Scale Factor Converg.
 LB2113;SPC IL E     -   385,100.483   366,073.236   MT  1.00002872   +0 29 59.0
 LB2113;SPC IL E     - 1,263,450.50  1,201,025.28   sFT  1.00002872   +0 29 59.0
 LB2113;UTM  16      - 4,442,712.932   452,456.839   MT  0.99962782   -0 21 35.0
 LB2113
 LB2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2113!SPC IL E     -   0.99997426  x   1.00002872  =   1.00000298
 LB2113!UTM  16      -   0.99997426  x   0.99962782  =   0.99960209
 LB2113
 LB2113                          SUPERSEDED SURVEY CONTROL
 LB2113
 LB2113  ELLIP H (12/18/02)  164.06   (m)                       GP(       ) 4 2
 LB2113  NAVD 88 (12/18/02)  196.69   (m)          645.3    (f) LEVELING    3  
 LB2113
 LB2113.Superseded values are not recommended for survey control.
 LB2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2113.See file dsdata.txt to determine how the superseded data were derived.
 LB2113
 LB2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5245742713(NAD 83)
 LB2113_MARKER: I = METAL ROD
 LB2113_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2113_SP_SET: STAINLESS STEEL ROD
 LB2113_STAMPING: A 300 1986
 LB2113_MARK LOGO: NGS   
 LB2113_PROJECTION: RECESSED 2 CENTIMETERS
 LB2113_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2113+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 LB2113_ROD/PIPE-DEPTH: 6.10 meters
 LB2113
 LB2113  HISTORY     - Date     Condition        Report By
 LB2113  HISTORY     - 1986     MONUMENTED       NGS
 LB2113  HISTORY     - 20001229 GOOD             ZAMBRA
 LB2113
 LB2113                          STATION DESCRIPTION
 LB2113
 LB2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2113'6.9 KM (4.3 MI) EAST FROM DANVILLE.
 LB2113'6.9 KM (4.3 MI) EASTERLY ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION WITH
 LB2113'U.S. HIGHWAY 150 IN DANVILLE, 47.4 M (155.5 FT) WEST OF THE SOUTHWEST
 LB2113'CORNER OF THE PLEASANT GROVE BIBLE CHAPEL, 19.8 M (65.0 FT) NORTH OF
 LB2113'THE CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT) NORTH OF THE WEST END
 LB2113'OF AN 18-INCH METAL CULVERT, AND 0.4 M (1.3 FT) EAST OF A CONCRETE
 LB2113'HIGHWAY RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LB2113'A 5-INCH LOGO CAP.
 LB2113'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LB2113
 LB2113                          STATION RECOVERY (2000)
 LB2113
 LB2113'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LB2113'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LB2113'RECOVERED  IN GOOD CONDITION. THE STATION IS LOCATED ABOUT  4.3 MI
 LB2113'(6.9 KM ) EAST FROM DANVILLE, ABOUT 4.3 MI ( 6.8 KM )  EASTERLY ALONG
 LB2113'U.S. ROUTE 136 FROM ITS JUNCTION WITH U.S. ROUTE 150 ON THE WEST
 LB2113'SIDE OF DANVILLE DANVILLE. THE STATION IS ON THE SOUTHWEST CORNER
 LB2113'OF THE PLEASANT GROVE BIBLE CHAPEL. IT IS  155.5 FEET  WEST OF THE
 LB2113'SOUTHWEST CORNER OF THE PLEASANT GROVE BIBLEECHAPEL,  65.0 FEET
 LB2113'NORTH OF THE CENTERLINE OF U.S. ROUTE 136,   22.0 FEET NORTH OF THE
 LB2113'WEST END OF AN 18-INCH METAL CULVERT, AND 1.3  FEET  EAST OF A
 LB2113'CONCRETE RIGHT-OF-WAY MARKER.
 LB2113' 
 LB2113' 
 LB2113' 
 LB2113'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2133 ***********************************************************************
 LB2133  DESIGNATION -  A 301
 LB2133  PID         -  LB2133
 LB2133  STATE/COUNTY-  IL/VERMILION
 LB2133  USGS QUAD   -  OAKWOOD (1978)
 LB2133
 LB2133                         *CURRENT SURVEY CONTROL
 LB2133  ___________________________________________________________________
 LB2133* NAD 83(1986)-  40 02 52.     (N)    087 52 18.     (W)     SCALED    
 LB2133* NAVD 88     -       201.566  (meters)     661.30   (feet)  ADJUSTED  
 LB2133  ___________________________________________________________________
 LB2133  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LB2133  DYNAMIC HT  -         201.464 (meters)     660.97  (feet)  COMP
 LB2133  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 LB2133
 LB2133  VERT ORDER  -  FIRST     CLASS II
 LB2133
 LB2133.The horizontal coordinates were scaled from a topographic map and have
 LB2133.an estimated accuracy of +/- 6 seconds.
 LB2133
 LB2133.The orthometric height was determined by differential leveling
 LB2133.and adjusted by the National Geodetic Survey in June 1991..
 LB2133
 LB2133.The geoid height was determined by GEOID03.
 LB2133
 LB2133.The dynamic height is computed by dividing the NAVD 88
 LB2133.geopotential number by the normal gravity value computed on the
 LB2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2133.degrees latitude (g = 980.6199 gals.).
 LB2133
 LB2133.The modeled gravity was interpolated from observed gravity values.
 LB2133
 LB2133;                    North         East    Units  Estimated Accuracy
 LB2133;SPC IL E     -   375,410.      339,400.      MT  (+/- 180 meters Scaled)
 LB2133
 LB2133                          SUPERSEDED SURVEY CONTROL
 LB2133
 LB2133.No superseded survey control is available for this station.
 LB2133
 LB2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK256334(NAD 83)
 LB2133_MARKER: I = METAL ROD
 LB2133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2133_SP_SET: STAINLESS STEEL ROD
 LB2133_STAMPING: A 301 1986
 LB2133_MARK LOGO: NGS   
 LB2133_PROJECTION: FLUSH
 LB2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2133_ROD/PIPE-DEPTH: 9.1  meters
 LB2133
 LB2133  HISTORY     - Date     Condition        Report By
 LB2133  HISTORY     - 1986     MONUMENTED       NGS
 LB2133
 LB2133                          STATION DESCRIPTION
 LB2133
 LB2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2133'7.7 KM (4.8 MI) EAST FROM HOMER.
 LB2133'7.7 KM (4.8 MI) EASTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION
 LB2133'WITH STATE HIGHWAY 49 IN HOMER, 14.3 M (46.9 FT) SOUTH OF THE
 LB2133'CENTERLINE OF THE ROAD, AND 5.2 M (17.1 FT) EAST OF THE CENTER OF A
 LB2133'ROAD LEADING SOUTH TO THE DAVIS SEED FARMS.  NOTE--ACCESS TO DATUM
 LB2133'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2133'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 LB2133'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3345 ***********************************************************************
 ME3345  DESIGNATION -  A 302
 ME3345  PID         -  ME3345
 ME3345  STATE/COUNTY-  IL/COOK
 ME3345  USGS QUAD   -  ENGLEWOOD (1997)
 ME3345
 ME3345                         *CURRENT SURVEY CONTROL
 ME3345  ___________________________________________________________________
 ME3345* NAD 83(1986)-  41 50 43.     (N)    087 38 10.     (W)     SCALED    
 ME3345* NAVD 88     -       181.838  (meters)     596.58   (feet)  ADJUSTED  
 ME3345  ___________________________________________________________________
 ME3345  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3345  DYNAMIC HT  -         181.776 (meters)     596.38  (feet)  COMP
 ME3345  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 ME3345
 ME3345  VERT ORDER  -  FIRST     CLASS II
 ME3345
 ME3345.The horizontal coordinates were scaled from a topographic map and have
 ME3345.an estimated accuracy of +/- 6 seconds.
 ME3345
 ME3345.The orthometric height was determined by differential leveling
 ME3345.and adjusted by the National Geodetic Survey in April 1995..
 ME3345
 ME3345.The geoid height was determined by GEOID03.
 ME3345
 ME3345.The dynamic height is computed by dividing the NAVD 88
 ME3345.geopotential number by the normal gravity value computed on the
 ME3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3345.degrees latitude (g = 980.6199 gals.).
 ME3345
 ME3345.The modeled gravity was interpolated from observed gravity values.
 ME3345
 ME3345;                    North         East    Units  Estimated Accuracy
 ME3345;SPC IL E     -   575,150.      357,900.      MT  (+/- 180 meters Scaled)
 ME3345
 ME3345                          SUPERSEDED SURVEY CONTROL
 ME3345
 ME3345  NGVD 29 (01/19/93)  181.926  (m)          596.87   (f) ADJUSTED    1 2
 ME3345
 ME3345.Superseded values are not recommended for survey control.
 ME3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3345.See file dsdata.txt to determine how the superseded data were derived.
 ME3345
 ME3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM471327(NAD 83)
 ME3345_MARKER: DV = VERTICAL CONTROL DISK
 ME3345_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3345_SP_SET: PIER
 ME3345_STAMPING: A 302 1992
 ME3345_MARK LOGO: NGS   
 ME3345_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3345+STABILITY: POSITION/ELEVATION WELL
 ME3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3345+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3345
 ME3345  HISTORY     - Date     Condition        Report By
 ME3345  HISTORY     - 1992     MONUMENTED       NGS
 ME3345
 ME3345                          STATION DESCRIPTION
 ME3345
 ME3345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3345'IN CHICAGO, AT THE INTERSECTION OF WEST 26TH STREET AND SHIELDS
 ME3345'AVENUE, SET VERTICALLY IN THE WEST FACE OF THE MOST SOUTHERLY OF 8
 ME3345'COLUMNS (1ST PIER WEST OF SHIELDS AVENUE) OF THE INTERSTATE HIGHWAY
 ME3345'90-94 OVERPASS OF THE AVENUE, 49.6 M (162.7 FT) EAST OF THE CENTER OF
 ME3345'STEWARD AVENUE, 38.0 M (124.7 FT) WEST OF THE EXTENDED CENTER OF
 ME3345'SHIELDS AVENUE, 18.0 M (59.1 FT) SOUTH OF THE CENTER OF THE OVERPASS,
 ME3345'7.6 M (24.9 FT) NORTH OF THE STREET CENTER, 2.6 M (8.5 FT) SOUTH OF A
 ME3345'CONCRETE BARRIER, AND 1.4 M (4.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0048 ***********************************************************************
 LD0048  DESIGNATION -  A 32
 LD0048  PID         -  LD0048
 LD0048  STATE/COUNTY-  IL/KNOX
 LD0048  USGS QUAD   -  GALESBURG WEST (1996)
 LD0048
 LD0048                         *CURRENT SURVEY CONTROL
 LD0048  ___________________________________________________________________
 LD0048* NAD 83(1986)-  40 54 14.     (N)    090 26 14.     (W)     SCALED    
 LD0048* NAVD 88     -       231.674  (meters)     760.08   (feet)  ADJUSTED  
 LD0048  ___________________________________________________________________
 LD0048  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0048  DYNAMIC HT  -         231.569 (meters)     759.74  (feet)  COMP
 LD0048  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 LD0048
 LD0048  VERT ORDER  -  SECOND    CLASS 0
 LD0048
 LD0048.The horizontal coordinates were scaled from a topographic map and have
 LD0048.an estimated accuracy of +/- 6 seconds.
 LD0048
 LD0048.The orthometric height was determined by differential leveling
 LD0048.and adjusted by the National Geodetic Survey in June 1991..
 LD0048
 LD0048.The geoid height was determined by GEOID03.
 LD0048
 LD0048.The dynamic height is computed by dividing the NAVD 88
 LD0048.geopotential number by the normal gravity value computed on the
 LD0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0048.degrees latitude (g = 980.6199 gals.).
 LD0048
 LD0048.The modeled gravity was interpolated from observed gravity values.
 LD0048
 LD0048;                    North         East    Units  Estimated Accuracy
 LD0048;SPC IL W     -   470,390.      677,210.      MT  (+/- 180 meters Scaled)
 LD0048
 LD0048                          SUPERSEDED SURVEY CONTROL
 LD0048
 LD0048  NGVD 29 (??/??/92)  231.728  (m)          760.26   (f) ADJ UNCH    2 0
 LD0048
 LD0048.Superseded values are not recommended for survey control.
 LD0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0048.See file dsdata.txt to determine how the superseded data were derived.
 LD0048
 LD0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF158312(NAD 83)
 LD0048_MARKER: DB = BENCH MARK DISK
 LD0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0048_STAMPING: A 32 1934
 LD0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0048+STABILITY: SURFACE MOTION
 LD0048
 LD0048  HISTORY     - Date     Condition        Report By
 LD0048  HISTORY     - 1934     MONUMENTED       CGS
 LD0048  HISTORY     - 1942     MARK NOT FOUND   NGS
 LD0048  HISTORY     - 1965     MARK NOT FOUND   NGS
 LD0048  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0048
 LD0048                          STATION DESCRIPTION
 LD0048
 LD0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0048'4.6 MI E FROM CAMERON.
 LD0048'IN KNOX COUNTY, 4.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND
 LD0048'QUINCY RAILROAD FROM THE STATION AT CAMERON, WARREN COUNTY, AT BLOCK
 LD0048'SIGNAL S 1674, 48 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 LD0048'30 FEET EAST OF THE CENTERLINE OF THE ROAD, 5 FEET NORTHEAST OF A
 LD0048'FENCE CORNER, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0048'STAMPED A 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LD0048
 LD0048                          STATION RECOVERY (1965)
 LD0048
 LD0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LD0048'MARK NOT FOUND.
 LD0048
 LD0048                          STATION RECOVERY (1997)
 LD0048
 LD0048'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0484 ***********************************************************************
 LD0484  DESIGNATION -  A 33
 LD0484  PID         -  LD0484
 LD0484  STATE/COUNTY-  IL/HANCOCK
 LD0484  USGS QUAD   -  NIOTA (1964)
 LD0484
 LD0484                         *CURRENT SURVEY CONTROL
 LD0484  ___________________________________________________________________
 LD0484* NAD 83(1986)-  40 37 11.     (N)    091 16 18.     (W)     SCALED    
 LD0484* NAVD 88     -       160.297  (meters)     525.91   (feet)  ADJUSTED  
 LD0484  ___________________________________________________________________
 LD0484  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0484  DYNAMIC HT  -         160.219 (meters)     525.65  (feet)  COMP
 LD0484  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 LD0484
 LD0484  VERT ORDER  -  SECOND    CLASS 0
 LD0484
 LD0484.The horizontal coordinates were scaled from a topographic map and have
 LD0484.an estimated accuracy of +/- 6 seconds.
 LD0484
 LD0484.The orthometric height was determined by differential leveling
 LD0484.and adjusted by the National Geodetic Survey in June 1991..
 LD0484
 LD0484.The geoid height was determined by GEOID03.
 LD0484
 LD0484.The dynamic height is computed by dividing the NAVD 88
 LD0484.geopotential number by the normal gravity value computed on the
 LD0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0484.degrees latitude (g = 980.6199 gals.).
 LD0484
 LD0484.The modeled gravity was interpolated from observed gravity values.
 LD0484
 LD0484;                    North         East    Units  Estimated Accuracy
 LD0484;SPC IL W     -   439,390.      606,500.      MT  (+/- 180 meters Scaled)
 LD0484
 LD0484                          SUPERSEDED SURVEY CONTROL
 LD0484
 LD0484  NGVD 29 (??/??/92)  160.342  (m)          526.06   (f) ADJ UNCH    2 0
 LD0484
 LD0484.Superseded values are not recommended for survey control.
 LD0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0484.See file dsdata.txt to determine how the superseded data were derived.
 LD0484
 LD0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE461979(NAD 83)
 LD0484_MARKER: DB = BENCH MARK DISK
 LD0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0484_STAMPING: A 33 1934
 LD0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0484+STABILITY: SURFACE MOTION
 LD0484
 LD0484  HISTORY     - Date     Condition        Report By
 LD0484  HISTORY     - 1934     MONUMENTED       CGS
 LD0484
 LD0484                          STATION DESCRIPTION
 LD0484
 LD0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0484'0.8 MI E FROM EAST FORT MADISON.
 LD0484'0.8 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0484'FROM THE STATION AT EAST FORT MADISON, HANCOCK COUNTY, AT POLE
 LD0484'230+07, 72 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, 6
 LD0484'FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD CROSSING, 4 FEET
 LD0484'NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET LOWER THAN THE
 LD0484'TRACK.  A STANDARD DISK, STAMPED A 33 1934 AND SET IN THE TOP
 LD0484'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0305 ***********************************************************************
 LD0305  DESIGNATION -  A 35
 LD0305  PID         -  LD0305
 LD0305  STATE/COUNTY-  IL/FULTON
 LD0305  USGS QUAD   -  DUNCAN MILLS (1948)
 LD0305
 LD0305                         *CURRENT SURVEY CONTROL
 LD0305  ___________________________________________________________________
 LD0305* NAD 83(1986)-  40 21 02.     (N)    090 08 00.     (W)     SCALED    
 LD0305* NAVD 88     -       142.254  (meters)     466.71   (feet)  ADJUSTED  
 LD0305  ___________________________________________________________________
 LD0305  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LD0305  DYNAMIC HT  -         142.183 (meters)     466.48  (feet)  COMP
 LD0305  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 LD0305
 LD0305  VERT ORDER  -  SECOND    CLASS 0
 LD0305
 LD0305.The horizontal coordinates were scaled from a topographic map and have
 LD0305.an estimated accuracy of +/- 6 seconds.
 LD0305
 LD0305.The orthometric height was determined by differential leveling
 LD0305.and adjusted by the National Geodetic Survey in June 1991..
 LD0305
 LD0305.The geoid height was determined by GEOID03.
 LD0305
 LD0305.The dynamic height is computed by dividing the NAVD 88
 LD0305.geopotential number by the normal gravity value computed on the
 LD0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0305.degrees latitude (g = 980.6199 gals.).
 LD0305
 LD0305.The modeled gravity was interpolated from observed gravity values.
 LD0305
 LD0305;                    North         East    Units  Estimated Accuracy
 LD0305;SPC IL W     -   408,910.      702,830.      MT  (+/- 180 meters Scaled)
 LD0305
 LD0305                          SUPERSEDED SURVEY CONTROL
 LD0305
 LD0305  NGVD 29 (??/??/92)  142.346  (m)          467.01   (f) ADJ UNCH    2 0
 LD0305
 LD0305.Superseded values are not recommended for survey control.
 LD0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0305.See file dsdata.txt to determine how the superseded data were derived.
 LD0305
 LD0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE434706(NAD 83)
 LD0305_MARKER: DB = BENCH MARK DISK
 LD0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0305_STAMPING: A 35 1935
 LD0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0305+STABILITY: SURFACE MOTION
 LD0305
 LD0305  HISTORY     - Date     Condition        Report By
 LD0305  HISTORY     - 1935     MONUMENTED       CGS
 LD0305
 LD0305                          STATION DESCRIPTION
 LD0305
 LD0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0305'1 MI NW FROM SEPO.
 LD0305'1.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0305'RAILROAD FROM THE STATION AT SEPO, FULTON COUNTY, AT POLE 53+18,
 LD0305'12 FEET SOUTHWEST OF A POINT 12 FEET NORTHWEST OF THE CENTER OF A
 LD0305'ROAD CROSSING, 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND
 LD0305'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED A 35 1935 AND SET
 LD0305'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0985 ***********************************************************************
 KB0985  DESIGNATION -  A 36
 KB0985  PID         -  KB0985
 KB0985  STATE/COUNTY-  IL/MENARD
 KB0985  USGS QUAD   -  SALISBURY (1970)
 KB0985
 KB0985                         *CURRENT SURVEY CONTROL
 KB0985  ___________________________________________________________________
 KB0985* NAD 83(1986)-  39 58 56.     (N)    089 45 22.     (W)     SCALED    
 KB0985* NAVD 88     -       185.178  (meters)     607.54   (feet)  ADJUSTED  
 KB0985  ___________________________________________________________________
 KB0985  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KB0985  DYNAMIC HT  -         185.081 (meters)     607.22  (feet)  COMP
 KB0985  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 KB0985
 KB0985  VERT ORDER  -  SECOND    CLASS 0
 KB0985
 KB0985.The horizontal coordinates were scaled from a topographic map and have
 KB0985.an estimated accuracy of +/- 6 seconds.
 KB0985
 KB0985.The orthometric height was determined by differential leveling
 KB0985.and adjusted by the National Geodetic Survey in June 1991..
 KB0985
 KB0985.The geoid height was determined by GEOID03.
 KB0985
 KB0985.The dynamic height is computed by dividing the NAVD 88
 KB0985.geopotential number by the normal gravity value computed on the
 KB0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0985.degrees latitude (g = 980.6199 gals.).
 KB0985
 KB0985.The modeled gravity was interpolated from observed gravity values.
 KB0985
 KB0985;                    North         East    Units  Estimated Accuracy
 KB0985;SPC IL W     -   368,100.      735,070.      MT  (+/- 180 meters Scaled)
 KB0985
 KB0985                          SUPERSEDED SURVEY CONTROL
 KB0985
 KB0985  NGVD 29 (??/??/92)  185.276  (m)          607.86   (f) ADJ UNCH    2 0
 KB0985
 KB0985.Superseded values are not recommended for survey control.
 KB0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0985.See file dsdata.txt to determine how the superseded data were derived.
 KB0985
 KB0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK646294(NAD 83)
 KB0985_MARKER: DB = BENCH MARK DISK
 KB0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0985_STAMPING: A 36 1934
 KB0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0985+STABILITY: SURFACE MOTION
 KB0985
 KB0985  HISTORY     - Date     Condition        Report By
 KB0985  HISTORY     - 1934     MONUMENTED       CGS
 KB0985
 KB0985                          STATION DESCRIPTION
 KB0985
 KB0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0985'2.2 MI NW FROM ATHENS.
 KB0985'2.2 MILES NORTHWEST ALONG THE CHICAGO AND ILLINOIS MIDLAND
 KB0985'RAILWAY FROM THE STATION AT ATHENS, MENARD COUNTY, 17 POLES
 KB0985'SOUTHEAST OF MILEPOST 71, 58 FEET SOUTHWEST OF THE CENTER OF
 KB0985'CROSSING 715, 22 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 6
 KB0985'FEET NORTHWEST OF A RIGHT-OF-WAY FENCE CORNER, AND ABOUT 3-1/2
 KB0985'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 36 1934
 KB0985'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1198 ***********************************************************************
 LC1198  DESIGNATION -  A 37
 LC1198  PID         -  LC1198
 LC1198  STATE/COUNTY-  IL/LOGAN
 LC1198  USGS QUAD   -  NEW HOLLAND (1980)
 LC1198
 LC1198                         *CURRENT SURVEY CONTROL
 LC1198  ___________________________________________________________________
 LC1198* NAD 83(1986)-  40 09 20.     (N)    089 35 21.     (W)     SCALED    
 LC1198* NAVD 88     -       160.779  (meters)     527.49   (feet)  ADJUSTED  
 LC1198  ___________________________________________________________________
 LC1198  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LC1198  DYNAMIC HT  -         160.696 (meters)     527.22  (feet)  COMP
 LC1198  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 LC1198
 LC1198  VERT ORDER  -  SECOND    CLASS 0
 LC1198
 LC1198.The horizontal coordinates were scaled from a topographic map and have
 LC1198.an estimated accuracy of +/- 6 seconds.
 LC1198
 LC1198.The orthometric height was determined by differential leveling
 LC1198.and adjusted by the National Geodetic Survey in June 1991..
 LC1198
 LC1198.The geoid height was determined by GEOID03.
 LC1198
 LC1198.The dynamic height is computed by dividing the NAVD 88
 LC1198.geopotential number by the normal gravity value computed on the
 LC1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1198.degrees latitude (g = 980.6199 gals.).
 LC1198
 LC1198.The modeled gravity was interpolated from observed gravity values.
 LC1198
 LC1198;                    North         East    Units  Estimated Accuracy
 LC1198;SPC IL W     -   387,420.      749,200.      MT  (+/- 180 meters Scaled)
 LC1198
 LC1198                          SUPERSEDED SURVEY CONTROL
 LC1198
 LC1198  NGVD 29 (??/??/92)  160.871  (m)          527.79   (f) ADJ UNCH    2 0
 LC1198
 LC1198.Superseded values are not recommended for survey control.
 LC1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1198.See file dsdata.txt to determine how the superseded data were derived.
 LC1198
 LC1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK794482(NAD 83)
 LC1198_MARKER: DB = BENCH MARK DISK
 LC1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1198_STAMPING: A 37 1934
 LC1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1198+STABILITY: SURFACE MOTION
 LC1198
 LC1198  HISTORY     - Date     Condition        Report By
 LC1198  HISTORY     - 1934     MONUMENTED       CGS
 LC1198  HISTORY     - 1943     GOOD             NGS
 LC1198
 LC1198                          STATION DESCRIPTION
 LC1198
 LC1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LC1198'4.1 MI N FROM MIDDLETOWN.
 LC1198'4.1 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROADFROM THE
 LC1198'STATION AT MIDDLETOWN, LOGAN COUNTY, AT A PRIVATE-ROAD CROSSING,
 LC1198'27.5 FEET WEST OF THE CENTERLINE OF THE TRACK, 13.5 FEET SOUTH
 LC1198'OF THE CENTER OF A GATE, 6.5 FEET NORTH OF A POLE, 2 FEET EAST
 LC1198'OF THE FENCE LINE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 LC1198'STAMPED A 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0436 ***********************************************************************
 LC0436  DESIGNATION -  A 39
 LC0436  PID         -  LC0436
 LC0436  STATE/COUNTY-  IL/MCLEAN
 LC0436  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0436
 LC0436                         *CURRENT SURVEY CONTROL
 LC0436  ___________________________________________________________________
 LC0436* NAD 83(1986)-  40 27 25.     (N)    088 58 47.     (W)     SCALED    
 LC0436* NAVD 88     -       260.997  (meters)     856.29   (feet)  ADJUSTED  
 LC0436  ___________________________________________________________________
 LC0436  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0436  DYNAMIC HT  -         260.874 (meters)     855.88  (feet)  COMP
 LC0436  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 LC0436
 LC0436  VERT ORDER  -  FIRST     CLASS II
 LC0436
 LC0436.The horizontal coordinates were scaled from a topographic map and have
 LC0436.an estimated accuracy of +/- 6 seconds.
 LC0436
 LC0436.The orthometric height was determined by differential leveling
 LC0436.and adjusted by the National Geodetic Survey in June 1991..
 LC0436.WARNING-Repeat measurements at this control monument indicate possible
 LC0436.vertical movement.
 LC0436
 LC0436.The geoid height was determined by GEOID03.
 LC0436
 LC0436.The dynamic height is computed by dividing the NAVD 88
 LC0436.geopotential number by the normal gravity value computed on the
 LC0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0436.degrees latitude (g = 980.6199 gals.).
 LC0436
 LC0436.The modeled gravity was interpolated from observed gravity values.
 LC0436
 LC0436;                    North         East    Units  Estimated Accuracy
 LC0436;SPC IL E     -   420,940.      245,170.      MT  (+/- 180 meters Scaled)
 LC0436
 LC0436                          SUPERSEDED SURVEY CONTROL
 LC0436
 LC0436  NGVD 29 (??/??/92)  261.054  (m)          856.47   (f) ADJ UNCH    1 2
 LC0436
 LC0436.Superseded values are not recommended for survey control.
 LC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0436.See file dsdata.txt to determine how the superseded data were derived.
 LC0436
 LC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK321803(NAD 83)
 LC0436_MARKER: DB = BENCH MARK DISK
 LC0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0436_SP_SET: CONCRETE FOUNDATION
 LC0436_STAMPING: A 39 1934
 LC0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0436
 LC0436  HISTORY     - Date     Condition        Report By
 LC0436  HISTORY     - 1934     MONUMENTED       CGS
 LC0436  HISTORY     - 1969     GOOD             NGS
 LC0436
 LC0436                          STATION DESCRIPTION
 LC0436
 LC0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0436'2.3 MI S FROM BLOOMINGTON.
 LC0436'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0436'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 1.65 MILES SOUTH ALONG
 LC0436'THE ILLINOIS CENTRAL RAILROAD, 0.2 MILE SOUTH OF A RAILROAD
 LC0436'UNDERPASS FOR U.S. HIGHWAY 66, 44 FEET EAST-SOUTHEAST OF THE
 LC0436'CENTER OF THE CROSSING OF THE RAILROAD AND THE NEW YORK, CHICAGO,
 LC0436'AND ST. LOUIS RAILROAD, 27 FEET EAST OF THE EAST RAIL OF THE
 LC0436'ILLINOIS CENTRAL RAILROAD, 8 FEET SOUTH OF THE SOUTH RAIL OF THE
 LC0436'NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, SET IN THE TOP OF THE
 LC0436'SOUTHEAST CORNER OF AN ABANDONED CONCRETE FOUNDATION, 45 FEET
 LC0436'EAST OF THE SOUTHEAST CORNER OF DEAN TOWER, 62 FEET NORTH-NORTHEAST
 LC0436'OF THE CENTER OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 LC0436'AND THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 18 1/2 FEET
 LC0436'NORTH OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES, AND
 LC0436'ABOUT LEVEL WITH THE SURRFACE OF THE GROUND.  SEC 15, T 23N, R 2E.
 LC0436'NOTE-- THE CONCRETE FOUNDATION IS DECOMPOSING BUT THE MARK APPEARS TO
 LC0436'BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0031 ***********************************************************************
 LC0031  DESIGNATION -  A 42
 LC0031  PID         -  LC0031
 LC0031  STATE/COUNTY-  IL/FORD
 LC0031  USGS QUAD   -  PIPER CITY (1986)
 LC0031
 LC0031                         *CURRENT SURVEY CONTROL
 LC0031  ___________________________________________________________________
 LC0031* NAD 83(1986)-  40 45 35.     (N)    088 09 49.     (W)     SCALED    
 LC0031* NAVD 88     -       202.059  (meters)     662.92   (feet)  ADJUSTED  
 LC0031  ___________________________________________________________________
 LC0031  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LC0031  DYNAMIC HT  -         201.972 (meters)     662.64  (feet)  COMP
 LC0031  MODELED GRAV-     980,187.4   (mgal)                       NAVD 88
 LC0031
 LC0031  VERT ORDER  -  SECOND    CLASS 0
 LC0031
 LC0031.The horizontal coordinates were scaled from a topographic map and have
 LC0031.an estimated accuracy of +/- 6 seconds.
 LC0031
 LC0031.The orthometric height was determined by differential leveling
 LC0031.and adjusted by the National Geodetic Survey in June 1991..
 LC0031
 LC0031.The geoid height was determined by GEOID03.
 LC0031
 LC0031.The dynamic height is computed by dividing the NAVD 88
 LC0031.geopotential number by the normal gravity value computed on the
 LC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0031.degrees latitude (g = 980.6199 gals.).
 LC0031
 LC0031.The modeled gravity was interpolated from observed gravity values.
 LC0031
 LC0031;                    North         East    Units  Estimated Accuracy
 LC0031;SPC IL E     -   454,370.      314,330.      MT  (+/- 180 meters Scaled)
 LC0031
 LC0031                          SUPERSEDED SURVEY CONTROL
 LC0031
 LC0031  NGVD 29 (??/??/92)  202.129  (m)          663.15   (f) ADJ UNCH    2 0
 LC0031
 LC0031.Superseded values are not recommended for survey control.
 LC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0031.See file dsdata.txt to determine how the superseded data were derived.
 LC0031
 LC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL017127(NAD 83)
 LC0031_MARKER: DB = BENCH MARK DISK
 LC0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0031_STAMPING: A 42 1935
 LC0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0031+STABILITY: SURFACE MOTION
 LC0031
 LC0031  HISTORY     - Date     Condition        Report By
 LC0031  HISTORY     - 1935     MONUMENTED       CGS
 LC0031  HISTORY     - 1944     MARK NOT FOUND   NGS
 LC0031  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LC0031
 LC0031                          STATION DESCRIPTION
 LC0031
 LC0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LC0031'1.5 MI E FROM PIPER CITY.
 LC0031'1.5 MILES EAST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD
 LC0031'FROM THE STATION AT PIPER CITY, FORD COUNTY, 14 POLES EAST OF
 LC0031'MILEPOST 34, AT A ROAD CROSSING, 31 FEET SOUH OF THE CENTERLINE
 LC0031'OF THE TRACK, 12 FEET WEST OF THE CENTER OF THE ROAD, 2-1/2
 LC0031'FEET NORTH OF THE CROSSING SIGN, AND 2 FEET LOWER THAN THE
 LC0031'TRACK.  A STANDARD DISK, STAMPED A 42 1935 AND SET IN THE TOP
 LC0031'OF A CONCRETE POST.
 LC0031
 LC0031                          STATION RECOVERY (1984)
 LC0031
 LC0031'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LC0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0661 ***********************************************************************
 LC0661  DESIGNATION -  A 43
 LC0661  PID         -  LC0661
 LC0661  STATE/COUNTY-  IL/MCLEAN
 LC0661  USGS QUAD   -  LEXINGTON (1981)
 LC0661
 LC0661                         *CURRENT SURVEY CONTROL
 LC0661  ___________________________________________________________________
 LC0661* NAD 83(1986)-  40 44 36.     (N)    088 47 43.     (W)     SCALED    
 LC0661* NAVD 88     -       227.335  (meters)     745.85   (feet)  ADJUSTED  
 LC0661  ___________________________________________________________________
 LC0661  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC0661  DYNAMIC HT  -         227.234 (meters)     745.52  (feet)  COMP
 LC0661  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 LC0661
 LC0661  VERT ORDER  -  SECOND    CLASS 0
 LC0661
 LC0661.The horizontal coordinates were scaled from a topographic map and have
 LC0661.an estimated accuracy of +/- 6 seconds.
 LC0661
 LC0661.The orthometric height was determined by differential leveling
 LC0661.and adjusted by the National Geodetic Survey in June 1991..
 LC0661
 LC0661.The geoid height was determined by GEOID03.
 LC0661
 LC0661.The dynamic height is computed by dividing the NAVD 88
 LC0661.geopotential number by the normal gravity value computed on the
 LC0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0661.degrees latitude (g = 980.6199 gals.).
 LC0661
 LC0661.The modeled gravity was interpolated from observed gravity values.
 LC0661
 LC0661;                    North         East    Units  Estimated Accuracy
 LC0661;SPC IL E     -   452,640.      260,990.      MT  (+/- 180 meters Scaled)
 LC0661
 LC0661                          SUPERSEDED SURVEY CONTROL
 LC0661
 LC0661  NGVD 29 (??/??/92)  227.382  (m)          746.00   (f) ADJ UNCH    2 0
 LC0661
 LC0661.Superseded values are not recommended for survey control.
 LC0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0661.See file dsdata.txt to determine how the superseded data were derived.
 LC0661
 LC0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL484118(NAD 83)
 LC0661_MARKER: DB = BENCH MARK DISK
 LC0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0661_STAMPING: A 43 1934
 LC0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0661+STABILITY: SURFACE MOTION
 LC0661
 LC0661  HISTORY     - Date     Condition        Report By
 LC0661  HISTORY     - 1934     MONUMENTED       CGS
 LC0661
 LC0661                          STATION DESCRIPTION
 LC0661
 LC0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0661'4 MI W FROM CHENOA.
 LC0661'4.0 MILES WEST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD FROM
 LC0661'THE STATION AT CHENOA, MCLEAN  COUNTY, 9 POLES EAST OF MILEPOST
 LC0661'67, AT A PUBLIC-ROAD CROSSING, 39 FEET WEST OF THE CENTERLINE OF
 LC0661'THE ROAD, 39 FEET NORTH OF THE CENTERLINE OF THE TRACK, 8 FEET
 LC0661'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET BELOW THE LEVEL OF
 LC0661'THE TRACK.  A STANDARD DISK, STAMPED A 43 1934 AND SET IN THE TOP
 LC0661'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0079 ***********************************************************************
 LD0079  DESIGNATION -  A 44
 LD0079  PID         -  LD0079
 LD0079  STATE/COUNTY-  IL/FULTON
 LD0079  USGS QUAD   -  FARMINGTON WEST (1974)
 LD0079
 LD0079                         *CURRENT SURVEY CONTROL
 LD0079  ___________________________________________________________________
 LD0079* NAD 83(1986)-  40 41 52.     (N)    090 00 42.     (W)     SCALED    
 LD0079* NAVD 88     -       223.876  (meters)     734.50   (feet)  ADJUSTED  
 LD0079  ___________________________________________________________________
 LD0079  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0079  DYNAMIC HT  -         223.769 (meters)     734.15  (feet)  COMP
 LD0079  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 LD0079
 LD0079  VERT ORDER  -  SECOND    CLASS 0
 LD0079
 LD0079.The horizontal coordinates were scaled from a topographic map and have
 LD0079.an estimated accuracy of +/- 6 seconds.
 LD0079
 LD0079.The orthometric height was determined by differential leveling
 LD0079.and adjusted by the National Geodetic Survey in June 1991..
 LD0079
 LD0079.The geoid height was determined by GEOID03.
 LD0079
 LD0079.The dynamic height is computed by dividing the NAVD 88
 LD0079.geopotential number by the normal gravity value computed on the
 LD0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0079.degrees latitude (g = 980.6199 gals.).
 LD0079
 LD0079.The modeled gravity was interpolated from observed gravity values.
 LD0079
 LD0079;                    North         East    Units  Estimated Accuracy
 LD0079;SPC IL W     -   447,480.      713,100.      MT  (+/- 180 meters Scaled)
 LD0079
 LD0079                          SUPERSEDED SURVEY CONTROL
 LD0079
 LD0079  NGVD 29 (??/??/92)  223.953  (m)          734.75   (f) ADJ UNCH    2 0
 LD0079
 LD0079.Superseded values are not recommended for survey control.
 LD0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0079.See file dsdata.txt to determine how the superseded data were derived.
 LD0079
 LD0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF524095(NAD 83)
 LD0079_MARKER: DB = BENCH MARK DISK
 LD0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0079_STAMPING: A 44 1935
 LD0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0079+STABILITY: SURFACE MOTION
 LD0079
 LD0079  HISTORY     - Date     Condition        Report By
 LD0079  HISTORY     - 1935     MONUMENTED       CGS
 LD0079  HISTORY     - 1942     GOOD             NGS
 LD0079  HISTORY     - 1974     MARK NOT FOUND   USGS
 LD0079  HISTORY     - 1980     MARK NOT FOUND   ILDT
 LD0079
 LD0079                          STATION DESCRIPTION
 LD0079
 LD0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0079'AT FARMINGTON.
 LD0079'AT FARMINGTON, FULTON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0079'RAILROAD, 0.2 MILE SOUTH OF THE STATION, 15 POLES NORTH OF MILEPOST
 LD0079'53, 27 FEET EAST OF A POINT 33 FEET SOUTH OF THE CENTER OF A STREET
 LD0079'CROSSING, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED A 44
 LD0079'1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0079
 LD0079                          STATION RECOVERY (1974)
 LD0079
 LD0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0079'MARK NOT FOUND.
 LD0079
 LD0079                          STATION RECOVERY (1980)
 LD0079
 LD0079'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 LD0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0956 ***********************************************************************
 MF0956  CBN         -  This is a Cooperative Base Network Control Station.
 MF0956  DESIGNATION -  A 45
 MF0956  PID         -  MF0956
 MF0956  STATE/COUNTY-  IL/STARK
 MF0956  USGS QUAD   -  BRADFORD (1983)
 MF0956
 MF0956                         *CURRENT SURVEY CONTROL
 MF0956  ___________________________________________________________________
 MF0956* NAD 83(1997)-  41 08 28.89112(N)    089 41 36.39968(W)     ADJUSTED  
 MF0956* NAVD 88     -       229.380  (meters)     752.56   (feet)  ADJUSTED  
 MF0956  ___________________________________________________________________
 MF0956  X           -      25,737.601 (meters)                     COMP
 MF0956  Y           -  -4,810,356.210 (meters)                     COMP
 MF0956  Z           -   4,174,387.574 (meters)                     COMP
 MF0956  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MF0956  ELLIP HEIGHT-         196.36  (meters)          (09/15/03) GPS OBS
 MF0956  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF0956  DYNAMIC HT  -         229.280 (meters)     752.23  (feet)  COMP
 MF0956  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 MF0956
 MF0956  HORZ ORDER  -  B
 MF0956  VERT ORDER  -  SECOND    CLASS 0
 MF0956  ELLP ORDER  -  FOURTH    CLASS I
 MF0956
 MF0956.The horizontal coordinates were established by GPS observations
 MF0956.and adjusted by the National Geodetic Survey in July 1998..
 MF0956
 MF0956.The orthometric height was determined by differential leveling
 MF0956.and adjusted by the National Geodetic Survey in June 1991..
 MF0956
 MF0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0956
 MF0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0956
 MF0956.The ellipsoidal height was determined by GPS observations
 MF0956.and is referenced to NAD 83.
 MF0956
 MF0956.The geoid height was determined by GEOID03.
 MF0956
 MF0956.The dynamic height is computed by dividing the NAVD 88
 MF0956.geopotential number by the normal gravity value computed on the
 MF0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0956.degrees latitude (g = 980.6199 gals.).
 MF0956
 MF0956.The modeled gravity was interpolated from observed gravity values.
 MF0956
 MF0956;                    North         East     Units Scale Factor Converg.
 MF0956;SPC IL W     -   496,831.165   739,727.186   MT  0.99996059   +0 18 40.8
 MF0956;SPC IL W     - 1,630,020.25  2,426,921.61   sFT  0.99996059   +0 18 40.8
 MF0956;UTM  16      - 4,557,946.467   273,950.524   MT  1.00022893   -1 46 22.1
 MF0956
 MF0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0956!SPC IL W     -   0.99996920  x   0.99996059  =   0.99992979
 MF0956!UTM  16      -   0.99996920  x   1.00022893  =   1.00019812
 MF0956
 MF0956                          SUPERSEDED SURVEY CONTROL
 MF0956
 MF0956  ELLIP H (07/17/98)  196.37   (m)                       GP(       ) 4 1
 MF0956  NAVD 88 (07/17/98)  229.38   (m)          752.6    (f) LEVELING    3  
 MF0956  NGVD 29 (??/??/92)  229.457  (m)          752.81   (f) ADJ UNCH    2 0
 MF0956
 MF0956.Superseded values are not recommended for survey control.
 MF0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0956.See file dsdata.txt to determine how the superseded data were derived.
 MF0956
 MF0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7395157946(NAD 83)
 MF0956_MARKER: DB = BENCH MARK DISK
 MF0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0956_STAMPING: A 45 1934
 MF0956_MARK LOGO: CGS   
 MF0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0956+STABILITY: SURFACE MOTION
 MF0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0956+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 MF0956
 MF0956  HISTORY     - Date     Condition        Report By
 MF0956  HISTORY     - 1934     MONUMENTED       CGS
 MF0956  HISTORY     - 1942     GOOD             NGS
 MF0956  HISTORY     - 19970426 GOOD             NGS
 MF0956  HISTORY     - 19970903 GOOD             USPSQD
 MF0956  HISTORY     - 20020821 GOOD             NGS
 MF0956  HISTORY     - 20060328 GOOD             FOTH
 MF0956
 MF0956                          STATION DESCRIPTION
 MF0956
 MF0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MF0956'1.8 MI NE FROM CASTLETON.
 MF0956'1.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0956'RAILROAD FROM THE STATION AT CASTLETON, STARK COUNTY, AT A ROAD
 MF0956'CROSSING, 31 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET
 MF0956'EAST OF THE CENTERLINE OF THE TRACK, 4 FEET SOUTHWEST OF A POLE,
 MF0956'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED A 45 1934
 MF0956'AND SET IN THE TOP OF A CONCRETE POST.
 MF0956
 MF0956                          STATION RECOVERY (1997)
 MF0956
 MF0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 MF0956'THE STATION IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTHEAST OF CASTLETON
 MF0956'AND 3.15 MI (5.07 KM) SOUTHWEST OF BRADFORD.  TO REACH FROM THE
 MF0956'FLASHING RED LIGHT AT THE MAIN INTERSECTION IN BRADFORD, GO SOUTH ON
 MF0956'STATE ROUTE 40 FOR 2.5 MI (4.0 KM) TO A CROSSROAD.  TURN RIGHT, WEST,
 MF0956'FOR 1.86 MI (2.99 KM) TO THE STATION ON THE LEFT, 10.7 M (35.1 FT)
 MF0956'SOUTH OF THE CENTER OF THE ROAD, 8.0 M (26.2 FT) EAST OF THE
 MF0956'APPROXIMATE CENTER OF DIM FIELD ENTRANCE, 25.8 M (84.6 FT) EAST OF A
 MF0956'POWER POLE, 8.5 M (27.9 FT) WEST-SOUTHWEST OF A POWER POLE, 5.0 M
 MF0956'(16.4 FT) SOUTH OF THE TOP OF THE SOUTH END OF A METAL CULVERT PIPE
 MF0956'UNDER THE ROAD, 9.6 M (31.5 FT) EAST OF A LONE WOODEN POST MARKING
 MF0956'LINE BETWEEN TWO FIELDS, 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS
 MF0956'POST, AND AT A METAL WITNESS POST.
 MF0956
 MF0956                          STATION RECOVERY (1997)
 MF0956
 MF0956'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0956'RECOVERED IN GOOD CONDITION.
 MF0956
 MF0956                          STATION RECOVERY (2002)
 MF0956
 MF0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DS)
 MF0956'RECOVERED AS DESCRIBED
 MF0956'
 MF0956
 MF0956                          STATION RECOVERY (2006)
 MF0956
 MF0956'RECOVERY NOTE BY FOTH AND VAN DYKE 2006 (DWS)
 MF0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1122 ***********************************************************************
 MF1122  DESIGNATION -  A 46
 MF1122  PID         -  MF1122
 MF1122  STATE/COUNTY-  IL/LEE
 MF1122  USGS QUAD   -  HAHNAMAN (1982)
 MF1122
 MF1122                         *CURRENT SURVEY CONTROL
 MF1122  ___________________________________________________________________
 MF1122* NAD 83(1986)-  41 40 18.     (N)    089 37 42.     (W)     SCALED    
 MF1122* NAVD 88     -       201.188  (meters)     660.06   (feet)  ADJUSTED  
 MF1122  ___________________________________________________________________
 MF1122  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1122  DYNAMIC HT  -         201.114 (meters)     659.82  (feet)  COMP
 MF1122  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 MF1122
 MF1122  VERT ORDER  -  SECOND    CLASS 0
 MF1122
 MF1122.The horizontal coordinates were scaled from a topographic map and have
 MF1122.an estimated accuracy of +/- 6 seconds.
 MF1122
 MF1122.The orthometric height was determined by differential leveling
 MF1122.and adjusted by the National Geodetic Survey in June 1991..
 MF1122
 MF1122.The geoid height was determined by GEOID03.
 MF1122
 MF1122.The dynamic height is computed by dividing the NAVD 88
 MF1122.geopotential number by the normal gravity value computed on the
 MF1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1122.degrees latitude (g = 980.6199 gals.).
 MF1122
 MF1122.The modeled gravity was interpolated from observed gravity values.
 MF1122
 MF1122;                    North         East    Units  Estimated Accuracy
 MF1122;SPC IL W     -   555,760.      744,830.      MT  (+/- 180 meters Scaled)
 MF1122
 MF1122                          SUPERSEDED SURVEY CONTROL
 MF1122
 MF1122  NGVD 29 (??/??/92)  201.256  (m)          660.29   (f) ADJ UNCH    2 0
 MF1122
 MF1122.Superseded values are not recommended for survey control.
 MF1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1122.See file dsdata.txt to determine how the superseded data were derived.
 MF1122
 MF1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM812166(NAD 83)
 MF1122_MARKER: DB = BENCH MARK DISK
 MF1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1122_STAMPING: A 46 1934
 MF1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1122+STABILITY: SURFACE MOTION
 MF1122
 MF1122  HISTORY     - Date     Condition        Report By
 MF1122  HISTORY     - 1934     MONUMENTED       CGS
 MF1122  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF1122  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1122  HISTORY     - 20030605 POOR             USPSQD
 MF1122
 MF1122                          STATION DESCRIPTION
 MF1122
 MF1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1122'2.7 MI N FROM HAHNAMAN.
 MF1122'IN LEE COUNTY, 2.7 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 MF1122'RAILWAY FROM THE STATION AT HAHNAMAN, WHITESIDE COUNTY, AT MILEPOST
 MF1122'9, AT A ROAD CROSSING, 42 FEET WEST OF THE CENTERLINE OF THE TRACK,
 MF1122'39 FEET NORTH OF THE CENTERLINE OF THE ROAD, 8 FEET EAST OF A FENCE
 MF1122'CORNER, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 MF1122'STAMPED A 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF1122
 MF1122                          STATION RECOVERY (1995)
 MF1122
 MF1122'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1122'MARK NOT FOUND.
 MF1122
 MF1122                          STATION RECOVERY (2002)
 MF1122
 MF1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1122'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1122
 MF1122                          STATION RECOVERY (2003)
 MF1122
 MF1122'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1122'MONUMENT FOUND DISK AND PIN MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0714 ***********************************************************************
 NH0714  DESIGNATION -  A 47
 NH0714  PID         -  NH0714
 NH0714  STATE/COUNTY-  IL/OGLE
 NH0714  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0714
 NH0714                         *CURRENT SURVEY CONTROL
 NH0714  ___________________________________________________________________
 NH0714* NAD 83(1986)-  42 07 39.     (N)    089 34 39.     (W)     SCALED    
 NH0714* NAVD 88     -       283.544  (meters)     930.26   (feet)  ADJUSTED  
 NH0714  ___________________________________________________________________
 NH0714  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0714  DYNAMIC HT  -         283.449 (meters)     929.95  (feet)  COMP
 NH0714  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 NH0714
 NH0714  VERT ORDER  -  FIRST     CLASS I
 NH0714
 NH0714.The horizontal coordinates were scaled from a topographic map and have
 NH0714.an estimated accuracy of +/- 6 seconds.
 NH0714
 NH0714.The orthometric height was determined by differential leveling
 NH0714.and adjusted by the National Geodetic Survey in June 1991..
 NH0714
 NH0714.The geoid height was determined by GEOID03.
 NH0714
 NH0714.The dynamic height is computed by dividing the NAVD 88
 NH0714.geopotential number by the normal gravity value computed on the
 NH0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0714.degrees latitude (g = 980.6199 gals.).
 NH0714
 NH0714.The modeled gravity was interpolated from observed gravity values.
 NH0714
 NH0714;                    North         East    Units  Estimated Accuracy
 NH0714;SPC IL W     -   606,410.      748,710.      MT  (+/- 180 meters Scaled)
 NH0714
 NH0714                          SUPERSEDED SURVEY CONTROL
 NH0714
 NH0714  NGVD 29 (??/??/92)  283.579  (m)          930.38   (f) ADJ UNCH    1 1
 NH0714
 NH0714.Superseded values are not recommended for survey control.
 NH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0714.See file dsdata.txt to determine how the superseded data were derived.
 NH0714
 NH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM869671(NAD 83)
 NH0714_MARKER: DB = BENCH MARK DISK
 NH0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0714_STAMPING: A 47 1934
 NH0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0714+STABILITY: SURFACE MOTION
 NH0714
 NH0714  HISTORY     - Date     Condition        Report By
 NH0714  HISTORY     - 1934     MONUMENTED       CGS
 NH0714  HISTORY     - 1970     GOOD             NGS
 NH0714  HISTORY     - 1987     GOOD             USPSQD
 NH0714  HISTORY     - 19960503 MARK NOT FOUND   USPSQD
 NH0714  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 NH0714  HISTORY     - 20050205 GOOD             USPSQD
 NH0714
 NH0714                          STATION DESCRIPTION
 NH0714
 NH0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0714'0.1 MI E FROM FORRESTON.
 NH0714'ABOUT 0.1 MILE EAST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0714'OFFICE AT FORRESTON, 79 FEET SOUTH OF THE CENTER LINE OF THE
 NH0714'HIGHWAY, 37 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE
 NH0714'ILLINOIS CENTRAL RAILROAD, 3 FEET NORTH OF A TELEPHONE POLE,
 NH0714'1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 NH0714'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 NH0714'SEC 33, T25N, R8E.
 NH0714
 NH0714                          STATION RECOVERY (1987)
 NH0714
 NH0714'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0714'RECOVERED IN GOOD CONDITION.
 NH0714
 NH0714                          STATION RECOVERY (1996)
 NH0714
 NH0714'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0714'MARK NOT FOUND.
 NH0714
 NH0714                          STATION RECOVERY (2001)
 NH0714
 NH0714'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0714'MARK NOT FOUND.
 NH0714
 NH0714                          STATION RECOVERY (2005)
 NH0714
 NH0714'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1179 ***********************************************************************
 MF1179  DESIGNATION -  A 48
 MF1179  PID         -  MF1179
 MF1179  STATE/COUNTY-  IL/WHITESIDE
 MF1179  USGS QUAD   -  COMO (1985)
 MF1179
 MF1179                         *CURRENT SURVEY CONTROL
 MF1179  ___________________________________________________________________
 MF1179* NAD 83(1986)-  41 47 18.     (N)    089 45 44.     (W)     SCALED    
 MF1179* NAVD 88     -       194.527  (meters)     638.21   (feet)  ADJUSTED  
 MF1179  ___________________________________________________________________
 MF1179  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1179  DYNAMIC HT  -         194.458 (meters)     637.98  (feet)  COMP
 MF1179  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 MF1179
 MF1179  VERT ORDER  -  SECOND    CLASS 0
 MF1179
 MF1179.The horizontal coordinates were scaled from a topographic map and have
 MF1179.an estimated accuracy of +/- 6 seconds.
 MF1179
 MF1179.The orthometric height was determined by differential leveling
 MF1179.and adjusted by the National Geodetic Survey in June 1991..
 MF1179
 MF1179.The geoid height was determined by GEOID03.
 MF1179
 MF1179.The dynamic height is computed by dividing the NAVD 88
 MF1179.geopotential number by the normal gravity value computed on the
 MF1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1179.degrees latitude (g = 980.6199 gals.).
 MF1179
 MF1179.The modeled gravity was interpolated from observed gravity values.
 MF1179
 MF1179;                    North         East    Units  Estimated Accuracy
 MF1179;SPC IL W     -   568,650.      733,620.      MT  (+/- 180 meters Scaled)
 MF1179
 MF1179                          SUPERSEDED SURVEY CONTROL
 MF1179
 MF1179  NGVD 29 (??/??/92)  194.580  (m)          638.38   (f) ADJ UNCH    2 0
 MF1179
 MF1179.Superseded values are not recommended for survey control.
 MF1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1179.See file dsdata.txt to determine how the superseded data were derived.
 MF1179
 MF1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM704299(NAD 83)
 MF1179_MARKER: DB = BENCH MARK DISK
 MF1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1179_STAMPING: A 48 1934
 MF1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1179+STABILITY: SURFACE MOTION
 MF1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1179+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 MF1179
 MF1179  HISTORY     - Date     Condition        Report By
 MF1179  HISTORY     - 1934     MONUMENTED       CGS
 MF1179  HISTORY     - 1934     GOOD             NGS
 MF1179  HISTORY     - 19940822 GOOD             USPSQD
 MF1179  HISTORY     - 19990501 GOOD             USPSQD
 MF1179  HISTORY     - 20000920 GOOD             ILDT
 MF1179  HISTORY     - 20030314 GOOD             USPSQD
 MF1179  HISTORY     - 20050321 GOOD             USPSQD
 MF1179
 MF1179                          STATION DESCRIPTION
 MF1179
 MF1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF1179'AT GALT.
 MF1179'AT GALT, WHITESIDE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 MF1179'AT A ROAD CROSSING OPPOSITE THE EAST END OF THE STATION, 36 FEET
 MF1179'WEST OF THE CENTERLINE OF THE ROAD, 32 FEET NORTH OF THE CENTERLINE
 MF1179'OF THE NORTH TRACK, AND 6 FEET WEST OF A POLE.  A STANDARD DISK,
 MF1179'STAMPED A 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF1179
 MF1179                          STATION RECOVERY (1994)
 MF1179
 MF1179'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1179'RECOVERED IN GOOD CONDITION.
 MF1179
 MF1179                          STATION RECOVERY (1999)
 MF1179
 MF1179'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1179'RECOVERED IN GOOD CONDITION.
 MF1179
 MF1179                          STATION RECOVERY (2000)
 MF1179
 MF1179'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2000 (JES)
 MF1179'10.7 FEET FROM A NAIL AND SHINER IN A TELEGRAPH POLE, 5.2 FEET
 MF1179'NORTHEASTERLY FROM THE CORNER OF A CONTROL CABINET, 10.9 FEET
 MF1179'SOUTHERLY FROM A BOLT IN A CONCRETE DRIVEWAY. BURIED 8 INCHES ALONG
 MF1179'GRAVEL DRIVE.
 MF1179
 MF1179                          STATION RECOVERY (2003)
 MF1179
 MF1179'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MF1179'RECOVERED IN GOOD CONDITION.
 MF1179
 MF1179                          STATION RECOVERY (2005)
 MF1179
 MF1179'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0036 ***********************************************************************
 MF0036  DESIGNATION -  A 50
 MF0036  PID         -  MF0036
 MF0036  STATE/COUNTY-  IL/KENDALL
 MF0036  USGS QUAD   -  YORKVILLE (1993)
 MF0036
 MF0036                         *CURRENT SURVEY CONTROL
 MF0036  ___________________________________________________________________
 MF0036* NAD 83(1986)-  41 40 58.     (N)    088 26 43.     (W)     SCALED    
 MF0036* NAVD 88     -       196.279  (meters)     643.96   (feet)  ADJUSTED  
 MF0036  ___________________________________________________________________
 MF0036  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0036  DYNAMIC HT  -         196.209 (meters)     643.73  (feet)  COMP
 MF0036  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 MF0036
 MF0036  VERT ORDER  -  SECOND    CLASS 0
 MF0036
 MF0036.The horizontal coordinates were scaled from a topographic map and have
 MF0036.an estimated accuracy of +/- 6 seconds.
 MF0036
 MF0036.The orthometric height was determined by differential leveling
 MF0036.and adjusted by the National Geodetic Survey in June 1991..
 MF0036
 MF0036.The geoid height was determined by GEOID03.
 MF0036
 MF0036.The dynamic height is computed by dividing the NAVD 88
 MF0036.geopotential number by the normal gravity value computed on the
 MF0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0036.degrees latitude (g = 980.6199 gals.).
 MF0036
 MF0036.The modeled gravity was interpolated from observed gravity values.
 MF0036
 MF0036;                    North         East    Units  Estimated Accuracy
 MF0036;SPC IL E     -   556,880.      290,680.      MT  (+/- 180 meters Scaled)
 MF0036
 MF0036                          SUPERSEDED SURVEY CONTROL
 MF0036
 MF0036  NGVD 29 (??/??/92)  196.35   (m)          644.2    (f) COMPUTED    2 0
 MF0036
 MF0036.Superseded values are not recommended for survey control.
 MF0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0036.See file dsdata.txt to determine how the superseded data were derived.
 MF0036
 MF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM797155(NAD 83)
 MF0036_MARKER: DB = BENCH MARK DISK
 MF0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0036_SP_SET: BRIDGE
 MF0036_STAMPING: A-50 1934
 MF0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0036
 MF0036  HISTORY     - Date     Condition        Report By
 MF0036  HISTORY     - 1934     MONUMENTED       CGS
 MF0036  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF0036
 MF0036                          STATION DESCRIPTION
 MF0036
 MF0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0036'1.4 MI W FROM BRISTOL.
 MF0036'DEPOT, BRISTOL ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD 14
 MF0036'POLES NORTHEAST OF MILEPOST 47.  SET IN THE CENTER OF 3 FOOT BY 8
 MF0036'FOOT CONCRETE BASE OF SIGNAL BRIDGE, 9 FEET NORTHWEST OF THE
 MF0036'CENTER LINE OF THE NORTH TRACK, AT RAIL LEVEL.
 MF0036
 MF0036                          STATION RECOVERY (2001)
 MF0036
 MF0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0037 ***********************************************************************
 MF0037  DESIGNATION -  A 50 RESET 1944
 MF0037  PID         -  MF0037
 MF0037  STATE/COUNTY-  IL/KENDALL
 MF0037  USGS QUAD   -  YORKVILLE (1993)
 MF0037
 MF0037                         *CURRENT SURVEY CONTROL
 MF0037  ___________________________________________________________________
 MF0037* NAD 83(1986)-  41 40 58.     (N)    088 26 43.     (W)     SCALED    
 MF0037* NAVD 88     -       196.38   (meters)     644.3    (feet)  RESET     
 MF0037  ___________________________________________________________________
 MF0037  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0037
 MF0037  VERT ORDER  -  THIRD
 MF0037
 MF0037.The horizontal coordinates were scaled from a topographic map and have
 MF0037.an estimated accuracy of +/- 6 seconds.
 MF0037
 MF0037.The orthometric height was computed from unverified reset data.
 MF0037.No vertical observational check was made to the station.
 MF0037
 MF0037.The geoid height was determined by GEOID03.
 MF0037
 MF0037;                    North         East    Units  Estimated Accuracy
 MF0037;SPC IL E     -   556,880.      290,680.      MT  (+/- 180 meters Scaled)
 MF0037
 MF0037                          SUPERSEDED SURVEY CONTROL
 MF0037
 MF0037  NGVD 29 (??/??/??)  196.45   (m)          644.5    (f) RESET       3  
 MF0037
 MF0037.Superseded values are not recommended for survey control.
 MF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0037.See file dsdata.txt to determine how the superseded data were derived.
 MF0037
 MF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM797155(NAD 83)
 MF0037_MARKER: DB = BENCH MARK DISK
 MF0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0037_SP_SET: ABUTMENT
 MF0037_STAMPING: A 50 RESET 1944
 MF0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0037+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 MF0037
 MF0037  HISTORY     - Date     Condition        Report By
 MF0037  HISTORY     - 1944     MONUMENTED       CBQRR
 MF0037  HISTORY     - 1944     GOOD             CBQRR
 MF0037  HISTORY     - 1987     GOOD             USPSQD
 MF0037  HISTORY     - 1989     GOOD             USPSQD
 MF0037  HISTORY     - 20010331 GOOD             NGS
 MF0037  HISTORY     - 20020207 GOOD             USPSQD
 MF0037  HISTORY     - 20050319 GOOD             USPSQD
 MF0037
 MF0037                          STATION DESCRIPTION
 MF0037
 MF0037'DESCRIBED BY BURLINGTON RAILROAD 1944
 MF0037'1 MI W FROM BRISTOL.
 MF0037'ABOUT 1 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0037'RAILROAD FROM THE STATION AT BRISTOL, KENDALL COUNTY, AT BRIDGE
 MF0037'46.65 OVER STATE HIGHWAY 47, IN THE TOP OF THE EAST ABUTMENT,
 MF0037'AND SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED A 50 RESET 1944.
 MF0037
 MF0037                          STATION RECOVERY (1944)
 MF0037
 MF0037'RECOVERY NOTE BY BURLINGTON RAILROAD 1944
 MF0037'RECOVERED IN GOOD CONDITION.
 MF0037
 MF0037                          STATION RECOVERY (1987)
 MF0037
 MF0037'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0037'RECOVERED IN GOOD CONDITION.
 MF0037
 MF0037                          STATION RECOVERY (1989)
 MF0037
 MF0037'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 MF0037'RECOVERED IN GOOD CONDITION.
 MF0037
 MF0037                          STATION RECOVERY (2001)
 MF0037
 MF0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0037
 MF0037                          STATION RECOVERY (2002)
 MF0037
 MF0037'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAD)
 MF0037'RECOVERED IN GOOD CONDITION.
 MF0037
 MF0037                          STATION RECOVERY (2005)
 MF0037
 MF0037'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAD)
 MF0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0496 ***********************************************************************
 MF0496  DESIGNATION -  A 51
 MF0496  PID         -  MF0496
 MF0496  STATE/COUNTY-  IL/LA SALLE
 MF0496  USGS QUAD   -  EARLVILLE (1971)
 MF0496
 MF0496                         *CURRENT SURVEY CONTROL
 MF0496  ___________________________________________________________________
 MF0496* NAD 83(1986)-  41 35 55.     (N)    088 55 28.     (W)     SCALED    
 MF0496* NAVD 88     -       212.248  (meters)     696.35   (feet)  ADJUSTED  
 MF0496  ___________________________________________________________________
 MF0496  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF0496  DYNAMIC HT  -         212.163 (meters)     696.07  (feet)  COMP
 MF0496  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 MF0496
 MF0496  VERT ORDER  -  SECOND    CLASS 0
 MF0496
 MF0496.The horizontal coordinates were scaled from a topographic map and have
 MF0496.an estimated accuracy of +/- 6 seconds.
 MF0496
 MF0496.The orthometric height was determined by differential leveling
 MF0496.and adjusted by the National Geodetic Survey in June 1991..
 MF0496
 MF0496.The geoid height was determined by GEOID03.
 MF0496
 MF0496.The dynamic height is computed by dividing the NAVD 88
 MF0496.geopotential number by the normal gravity value computed on the
 MF0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0496.degrees latitude (g = 980.6199 gals.).
 MF0496
 MF0496.The modeled gravity was interpolated from observed gravity values.
 MF0496
 MF0496;                    North         East    Units  Estimated Accuracy
 MF0496;SPC IL E     -   547,690.      250,720.      MT  (+/- 180 meters Scaled)
 MF0496
 MF0496                          SUPERSEDED SURVEY CONTROL
 MF0496
 MF0496  NGVD 29 (??/??/92)  212.313  (m)          696.56   (f) ADJ UNCH    2 0
 MF0496
 MF0496.Superseded values are not recommended for survey control.
 MF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0496.See file dsdata.txt to determine how the superseded data were derived.
 MF0496
 MF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM396070(NAD 83)
 MF0496_MARKER: DB = BENCH MARK DISK
 MF0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0496_STAMPING: A 51 1934
 MF0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0496+STABILITY: SURFACE MOTION
 MF0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0496+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 MF0496
 MF0496  HISTORY     - Date     Condition        Report By
 MF0496  HISTORY     - 1934     MONUMENTED       CGS
 MF0496  HISTORY     - 19970801 MARK NOT FOUND   USPSQD
 MF0496  HISTORY     - 20020819 GOOD             USPSQD
 MF0496
 MF0496                          STATION DESCRIPTION
 MF0496
 MF0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0496'0.6 MI NE FROM EARLVILLE.
 MF0496'0.6 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MF0496'FROM THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0496'AT EARLVILLE, LA SALLE COUNTY, AT POLE 51/19, AT A ROAD CROSSING,
 MF0496'42 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 21 FEET SOUTHWEST
 MF0496'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHWEST OF THE
 MF0496'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 MF0496'DISK, STAMPED A 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0496
 MF0496                          STATION RECOVERY (1997)
 MF0496
 MF0496'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0496'MARK NOT FOUND.
 MF0496
 MF0496                          STATION RECOVERY (2002)
 MF0496
 MF0496'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0496'30' EAST OF CENTERLINE OF ROAD. 60' SOUTH EAST OF CENTER OF RR
 MF0496'CROSSING. 1' SOUTH OF WITNESS POST WITH DESTROYED SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1048 ***********************************************************************
 MF1048  DESIGNATION -  A 52
 MF1048  PID         -  MF1048
 MF1048  STATE/COUNTY-  IL/HENRY
 MF1048  USGS QUAD   -  ANNAWAN (1983)
 MF1048
 MF1048                         *CURRENT SURVEY CONTROL
 MF1048  ___________________________________________________________________
 MF1048* NAD 83(1986)-  41 24 21.     (N)    089 56 32.     (W)     SCALED    
 MF1048* NAVD 88     -       191.702  (meters)     628.94   (feet)  ADJUSTED  
 MF1048  ___________________________________________________________________
 MF1048  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1048  DYNAMIC HT  -         191.626 (meters)     628.69  (feet)  COMP
 MF1048  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 MF1048
 MF1048  VERT ORDER  -  SECOND    CLASS 0
 MF1048
 MF1048.The horizontal coordinates were scaled from a topographic map and have
 MF1048.an estimated accuracy of +/- 6 seconds.
 MF1048
 MF1048.The orthometric height was determined by differential leveling
 MF1048.and adjusted by the National Geodetic Survey in June 1991..
 MF1048.WARNING-Repeat measurements at this control monument indicate possible
 MF1048.vertical movement.
 MF1048
 MF1048.The geoid height was determined by GEOID03.
 MF1048
 MF1048.The dynamic height is computed by dividing the NAVD 88
 MF1048.geopotential number by the normal gravity value computed on the
 MF1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1048.degrees latitude (g = 980.6199 gals.).
 MF1048
 MF1048.The modeled gravity was interpolated from observed gravity values.
 MF1048
 MF1048;                    North         East    Units  Estimated Accuracy
 MF1048;SPC IL W     -   526,120.      718,770.      MT  (+/- 180 meters Scaled)
 MF1048
 MF1048                          SUPERSEDED SURVEY CONTROL
 MF1048
 MF1048  NGVD 29 (??/??/92)  191.764  (m)          629.15   (f) ADJ UNCH    2 0
 MF1048
 MF1048.Superseded values are not recommended for survey control.
 MF1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1048.See file dsdata.txt to determine how the superseded data were derived.
 MF1048
 MF1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL540879(NAD 83)
 MF1048_MARKER: DB = BENCH MARK DISK
 MF1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1048_SP_SET: CULVERT
 MF1048_STAMPING: A 52 1934
 MF1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1048
 MF1048  HISTORY     - Date     Condition        Report By
 MF1048  HISTORY     - 1934     MONUMENTED       CGS
 MF1048  HISTORY     - 1959     GOOD             NGS
 MF1048  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 MF1048  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MF1048  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MF1048
 MF1048                          STATION DESCRIPTION
 MF1048
 MF1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1048'4 MI E FROM ATKINSON.
 MF1048'ABOUT 3.95 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC
 MF1048'GRADE SCHOOL BUILDING AT ATKINSON, AT A JUNCTION OF FARM ROAD
 MF1048'NORTH, 25.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12
 MF1048'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, SET IN THE TOP
 MF1048'AND AT THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT,
 MF1048'49.7 FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, ABOUT
 MF1048'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE MARK MAY BE
 MF1048'REACHED FROM ANNAWAN, HENRY COUNTY, BY GOING WEST FOR 2.0 MILES
 MF1048'ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE HIGHWAY 78 AT
 MF1048'ANNAWAN.
 MF1048
 MF1048                          STATION RECOVERY (1996)
 MF1048
 MF1048'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1048'MARK NOT FOUND.
 MF1048
 MF1048                          STATION RECOVERY (2001)
 MF1048
 MF1048'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1048'MARK NOT FOUND.
 MF1048
 MF1048                          STATION RECOVERY (2004)
 MF1048
 MF1048'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0046 ***********************************************************************
 MG0046  DESIGNATION -  A 53
 MG0046  PID         -  MG0046
 MG0046  STATE/COUNTY-  IL/HENRY
 MG0046  USGS QUAD   -  GREEN ROCK (1992)
 MG0046
 MG0046                         *CURRENT SURVEY CONTROL
 MG0046  ___________________________________________________________________
 MG0046* NAD 83(1986)-  41 28 53.     (N)    090 21 12.     (W)     SCALED    
 MG0046* NAVD 88     -       179.293  (meters)     588.23   (feet)  ADJUSTED  
 MG0046  ___________________________________________________________________
 MG0046  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0046  DYNAMIC HT  -         179.223 (meters)     588.00  (feet)  COMP
 MG0046  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 MG0046
 MG0046  VERT ORDER  -  SECOND    CLASS 0
 MG0046
 MG0046.The horizontal coordinates were scaled from a topographic map and have
 MG0046.an estimated accuracy of +/- 6 seconds.
 MG0046
 MG0046.The orthometric height was determined by differential leveling
 MG0046.and adjusted by the National Geodetic Survey in June 1991..
 MG0046
 MG0046.The geoid height was determined by GEOID03.
 MG0046
 MG0046.The dynamic height is computed by dividing the NAVD 88
 MG0046.geopotential number by the normal gravity value computed on the
 MG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0046.degrees latitude (g = 980.6199 gals.).
 MG0046
 MG0046.The modeled gravity was interpolated from observed gravity values.
 MG0046
 MG0046;                    North         East    Units  Estimated Accuracy
 MG0046;SPC IL W     -   534,500.      684,410.      MT  (+/- 180 meters Scaled)
 MG0046
 MG0046                          SUPERSEDED SURVEY CONTROL
 MG0046
 MG0046  NGVD 29 (??/??/92)  179.372  (m)          588.49   (f) ADJ UNCH    2 0
 MG0046
 MG0046.Superseded values are not recommended for survey control.
 MG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0046.See file dsdata.txt to determine how the superseded data were derived.
 MG0046
 MG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF209955(NAD 83)
 MG0046_MARKER: DB = BENCH MARK DISK
 MG0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0046_STAMPING: A 53 1934
 MG0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0046+STABILITY: SURFACE MOTION
 MG0046
 MG0046  HISTORY     - Date     Condition        Report By
 MG0046  HISTORY     - 1934     MONUMENTED       CGS
 MG0046  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0046  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0046  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0046  HISTORY     - 20040630 MARK NOT FOUND   USPSQD
 MG0046
 MG0046                          STATION DESCRIPTION
 MG0046
 MG0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0046'AT COLONA.
 MG0046'AT COLONA, HENRY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MG0046'RAILROAD, 200 FEET SOUTHWEST OF THE STATION, 4 POLES SOUTHEAST
 MG0046'OF A SIGNAL TOWER, AT A ROAD CROSSING, 42 FEET SOUTHWEST OF THE
 MG0046'CENTERLINE OF THE TRACK, 30 FEET SOUTH OF THE CENTERLINE OF THE
 MG0046'ROAD, AND ONE FOOT SOUTH OF A FENCE LINE.  A STANDARD DISK,
 MG0046'STAMPED A 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0046
 MG0046                          STATION RECOVERY (1988)
 MG0046
 MG0046'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0046'MARK NOT FOUND.
 MG0046
 MG0046                          STATION RECOVERY (1996)
 MG0046
 MG0046'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0046'MARK NOT FOUND.
 MG0046
 MG0046                          STATION RECOVERY (2001)
 MG0046
 MG0046'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0046'MARK NOT FOUND.
 MG0046
 MG0046                          STATION RECOVERY (2004)
 MG0046
 MG0046'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 MG0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0061 ***********************************************************************
 LD0061  DESIGNATION -  A 54
 LD0061  PID         -  LD0061
 LD0061  STATE/COUNTY-  IL/KNOX
 LD0061  USGS QUAD   -  GALESBURG EAST (1982)
 LD0061
 LD0061                         *CURRENT SURVEY CONTROL
 LD0061  ___________________________________________________________________
 LD0061* NAD 83(1986)-  40 57 17.     (N)    090 21 13.     (W)     SCALED    
 LD0061* NAVD 88     -       238.652  (meters)     782.98   (feet)  ADJUSTED  
 LD0061  ___________________________________________________________________
 LD0061  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0061  DYNAMIC HT  -         238.546 (meters)     782.63  (feet)  COMP
 LD0061  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 LD0061
 LD0061  VERT ORDER  -  SECOND    CLASS 0
 LD0061
 LD0061.The horizontal coordinates were scaled from a topographic map and have
 LD0061.an estimated accuracy of +/- 6 seconds.
 LD0061
 LD0061.The orthometric height was determined by differential leveling
 LD0061.and adjusted by the National Geodetic Survey in June 1991..
 LD0061
 LD0061.The geoid height was determined by GEOID03.
 LD0061
 LD0061.The dynamic height is computed by dividing the NAVD 88
 LD0061.geopotential number by the normal gravity value computed on the
 LD0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0061.degrees latitude (g = 980.6199 gals.).
 LD0061
 LD0061.The modeled gravity was interpolated from observed gravity values.
 LD0061
 LD0061;                    North         East    Units  Estimated Accuracy
 LD0061;SPC IL W     -   476,010.      684,260.      MT  (+/- 180 meters Scaled)
 LD0061
 LD0061                          SUPERSEDED SURVEY CONTROL
 LD0061
 LD0061  NGVD 29 (??/??/92)  238.705  (m)          783.15   (f) ADJ UNCH    2 0
 LD0061
 LD0061.Superseded values are not recommended for survey control.
 LD0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0061.See file dsdata.txt to determine how the superseded data were derived.
 LD0061
 LD0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF227371(NAD 83)
 LD0061_MARKER: DB = BENCH MARK DISK
 LD0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0061_SP_SET: BRIDGE
 LD0061_STAMPING: A 54 1934
 LD0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0061
 LD0061  HISTORY     - Date     Condition        Report By
 LD0061  HISTORY     - 1934     MONUMENTED       CGS
 LD0061  HISTORY     - 1959     GOOD             NGS
 LD0061  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0061  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0061
 LD0061                          STATION DESCRIPTION
 LD0061
 LD0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LD0061'AT GALESBURG.
 LD0061'AT GALESBURG, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LD0061'AT THE RAILROAD OVERPASS OVER U.S. HIGHWAY 34, SET IN THE TOP OF
 LD0061'THE WEST END OF THE SOUTH ABUTMENT, ABOUT 1.5 FEET BELOW THE LEVEL
 LD0061'OF THE TRACK.
 LD0061
 LD0061                          STATION RECOVERY (1997)
 LD0061
 LD0061'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0061'MARK NOT FOUND.
 LD0061
 LD0061                          STATION RECOVERY (2005)
 LD0061
 LD0061'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0366 ***********************************************************************
 LD0366  DESIGNATION -  A 55
 LD0366  PID         -  LD0366
 LD0366  STATE/COUNTY-  IL/MCDONOUGH
 LD0366  USGS QUAD   -  BARDOLPH (1974)
 LD0366
 LD0366                         *CURRENT SURVEY CONTROL
 LD0366  ___________________________________________________________________
 LD0366* NAD 83(1986)-  40 28 37.     (N)    090 35 56.     (W)     SCALED    
 LD0366* NAVD 88     -       207.326  (meters)     680.20   (feet)  ADJUSTED  
 LD0366  ___________________________________________________________________
 LD0366  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0366  DYNAMIC HT  -         207.225 (meters)     679.87  (feet)  COMP
 LD0366  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 LD0366
 LD0366  VERT ORDER  -  SECOND    CLASS 0
 LD0366
 LD0366.The horizontal coordinates were scaled from a topographic map and have
 LD0366.an estimated accuracy of +/- 6 seconds.
 LD0366
 LD0366.The orthometric height was determined by differential leveling
 LD0366.and adjusted by the National Geodetic Survey in June 1991..
 LD0366
 LD0366.The geoid height was determined by GEOID03.
 LD0366
 LD0366.The dynamic height is computed by dividing the NAVD 88
 LD0366.geopotential number by the normal gravity value computed on the
 LD0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0366.degrees latitude (g = 980.6199 gals.).
 LD0366
 LD0366.The modeled gravity was interpolated from observed gravity values.
 LD0366
 LD0366;                    North         East    Units  Estimated Accuracy
 LD0366;SPC IL W     -   423,030.      663,350.      MT  (+/- 180 meters Scaled)
 LD0366
 LD0366                          SUPERSEDED SURVEY CONTROL
 LD0366
 LD0366  NGVD 29 (??/??/92)  207.396  (m)          680.43   (f) ADJ UNCH    2 0
 LD0366
 LD0366.Superseded values are not recommended for survey control.
 LD0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0366.See file dsdata.txt to determine how the superseded data were derived.
 LD0366
 LD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE035834(NAD 83)
 LD0366_MARKER: DB = BENCH MARK DISK
 LD0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0366_STAMPING: A 55 1935
 LD0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0366+STABILITY: SURFACE MOTION
 LD0366
 LD0366  HISTORY     - Date     Condition        Report By
 LD0366  HISTORY     - 1935     MONUMENTED       CGS
 LD0366  HISTORY     - 1942     GOOD             NGS
 LD0366  HISTORY     - 1974     MARK NOT FOUND   USGS
 LD0366  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 LD0366
 LD0366                          STATION DESCRIPTION
 LD0366
 LD0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0366'2.4 MI SW FROM BARDOLPH.
 LD0366'2.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0366'RAILROAD FROM THE STATION AT BARDOLPH, MCDONOUGH  COUNTY, AT POLE
 LD0366'198+14, AT A ROAD CROSSING, 46 FEET SOUTH OF THE CENTERLINE OF
 LD0366'THE TRACK, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 LD0366'NORTH OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.  A
 LD0366'STANDARD DISK, STAMPED A 55 1935 AND SET IN THE TOP OF A CONCRETE
 LD0366'POST.
 LD0366
 LD0366                          STATION RECOVERY (1974)
 LD0366
 LD0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0366'MARK NOT FOUND.
 LD0366
 LD0366                          STATION RECOVERY (2004)
 LD0366
 LD0366'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 LD0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0355 ***********************************************************************
 LD0355  CBN         -  This is a Cooperative Base Network Control Station.
 LD0355  DESIGNATION -  A 57
 LD0355  PID         -  LD0355
 LD0355  STATE/COUNTY-  IL/MCDONOUGH
 LD0355  USGS QUAD   -  ADAIR (1975)
 LD0355
 LD0355                         *CURRENT SURVEY CONTROL
 LD0355  ___________________________________________________________________
 LD0355* NAD 83(1997)-  40 28 58.38294(N)    090 29 42.10271(W)     ADJUSTED  
 LD0355* NAVD 88     -       200.405  (meters)     657.50   (feet)  ADJUSTED  
 LD0355  ___________________________________________________________________
 LD0355  X           -     -41,973.701 (meters)                     COMP
 LD0355  Y           -  -4,858,015.115 (meters)                     COMP
 LD0355  Z           -   4,119,023.055 (meters)                     COMP
 LD0355  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LD0355  ELLIP HEIGHT-         167.26  (meters)          (10/15/04) GPS OBS
 LD0355  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0355  DYNAMIC HT  -         200.308 (meters)     657.18  (feet)  COMP
 LD0355  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 LD0355
 LD0355  HORZ ORDER  -  B
 LD0355  VERT ORDER  -  SECOND    CLASS 0
 LD0355  ELLP ORDER  -  FOURTH    CLASS II
 LD0355
 LD0355.The horizontal coordinates were established by GPS observations
 LD0355.and adjusted by the National Geodetic Survey in July 1998..
 LD0355
 LD0355.The orthometric height was determined by differential leveling
 LD0355.and adjusted by the National Geodetic Survey in June 1991..
 LD0355
 LD0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0355
 LD0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0355
 LD0355.The ellipsoidal height was determined by GPS observations
 LD0355.and is referenced to NAD 83.
 LD0355
 LD0355.The geoid height was determined by GEOID03.
 LD0355
 LD0355.The dynamic height is computed by dividing the NAVD 88
 LD0355.geopotential number by the normal gravity value computed on the
 LD0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0355.degrees latitude (g = 980.6199 gals.).
 LD0355
 LD0355.The modeled gravity was interpolated from observed gravity values.
 LD0355
 LD0355;                    North         East     Units Scale Factor Converg.
 LD0355;SPC IL W     -   423,655.543   672,160.040   MT  0.99995071   -0 12 47.5
 LD0355;SPC IL W     - 1,389,943.23  2,205,245.06   sFT  0.99995071   -0 12 47.5
 LD0355;UTM  15      - 4,484,369.168   712,320.584   MT  1.00015493   +1 37 36.8
 LD0355
 LD0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0355!SPC IL W     -   0.99997376  x   0.99995071  =   0.99992447
 LD0355!UTM  15      -   0.99997376  x   1.00015493  =   1.00012869
 LD0355
 LD0355                          SUPERSEDED SURVEY CONTROL
 LD0355
 LD0355  ELLIP H (07/17/98)  167.28   (m)                       GP(       ) 4 1
 LD0355  NAD 83(1986)-  40 28 58.39098(N)    090 29 42.10458(W) AD(       ) 1
 LD0355  NAVD 88 (07/17/98)  200.41   (m)          657.5    (f) LEVELING    3  
 LD0355  NGVD 29 (??/??/92)  200.480  (m)          657.74   (f) ADJ UNCH    2 0
 LD0355
 LD0355.Superseded values are not recommended for survey control.
 LD0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0355.See file dsdata.txt to determine how the superseded data were derived.
 LD0355
 LD0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE1232184369(NAD 83)
 LD0355_MARKER: DB = BENCH MARK DISK
 LD0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0355_SP_SET: CONCRETE POST
 LD0355_STAMPING: A 57 1935
 LD0355_MARK LOGO: CGS   
 LD0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0355+STABILITY: SURFACE MOTION
 LD0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0355+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1997
 LD0355
 LD0355  HISTORY     - Date     Condition        Report By
 LD0355  HISTORY     - 1935     MONUMENTED       CGS
 LD0355  HISTORY     - 19901003 GOOD             NGS
 LD0355  HISTORY     - 19970426 GOOD             NGS
 LD0355
 LD0355                          STATION DESCRIPTION
 LD0355
 LD0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0355'4.3 MI N FROM ADAIR.
 LD0355'4.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0355'FROM THE STATION AT ADAIR, MCDONOUGH  COUNTY, 14-1/2 POLES SOUTH
 LD0355'OF MILEPOST 156, AT A ROAD CROSSING, 27 FEET NORTH OF THE
 LD0355'CENTERLINE OF THE ROAD, 33 FEET EAST OF THE CENTERLINE OF THE
 LD0355'EAST TRACK, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 4 FEET
 LD0355'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 57 1935 AND
 LD0355'SET IN THE TOP OF A CONCRETE POST.
 LD0355
 LD0355                          STATION RECOVERY (1990)
 LD0355
 LD0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LD0355'STATION IS LOCATED ABOUT 15 KM (9.3 MI) EAST OF MACOMB, 7 KM (4.3 MI)
 LD0355'NORTH OF ADAIR, 2 KM (1.2 MI) WEST-SOUTHWEST OF NEW PHILADELPHIA, AT
 LD0355'THE JUNCTION OF A PAVED ROAD AND A RAILROAD TRACK, ON RAILROAD
 LD0355'RIGHT-OF-WAY, ON THE SOUTH EDGE OF SECTION 22, T 6 N, R 1 W.
 LD0355'OWNERSHIP--BURLINGTON NORTHERN RAILROAD.
 LD0355'TO REACH FROM THE JUNCTION OF US HIGHWAY 136 AND STATE HIGHWAY 41
 LD0355'(ABOUT 4 KM (2.5 MI) NORTH OF ADAIR), GO NORTH ON HIGHWAY 41 FOR 3.27
 LD0355'KM (2.03 MI) TO AN OFFSET PAVED CROSSROAD.  TURN RIGHT, EAST, ON ROAD
 LD0355'1400 N FOR 0.82 KM (0.51 MI) TO THE TRACK AND THE STATION ON THE
 LD0355'LEFT.
 LD0355'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 LD0355'PROJECTING 15 CM IN HIGH WEEDS.  IT IS 10.0 M (32.8 FT) EAST OF THE
 LD0355'EAST RAIL, 8.6 M (28.2 FT) NORTH OF THE ROAD CENTER, 1 M (3.3 FT)
 LD0355'LOWER THAN THE ROAD CENTER, 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS
 LD0355'WITNESS POST, 2.1 M (6.9 FT) NORTH-NORTHWEST OF A CONCRETE FENCE
 LD0355'CORNER POST, AND 0.9 M (3.0 FT) WEST OF A FENCE.
 LD0355
 LD0355                          STATION RECOVERY (1997)
 LD0355
 LD0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LD0355'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST OF MACOMB, 4.3 MI
 LD0355'(6.9 KM) NORTH OF ADAIR, AND 1.2 MI (1.9 KM) WEST-SOUTHWEST OF NEW
 LD0355'PHILADELPHIA.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 136 AND
 LD0355'STATE ROUTE 41 ABOUT 2.5 MI (4.0 KM) NORTH OF ADAIR, GO NORTH ON ROUTE
 LD0355'41 FOR 2.0 MI (3.2 KM) TO AN OFFSET CROSSROAD.  TURN RIGHT, EAST, ON
 LD0355'ROAD 1400N FOR 0.5 MI (0.8 KM) TO A RAILROAD CROSSING AND THE STATION
 LD0355'ON THE LEFT IN THE NORTHEAST QUADRANT, 10.0 M (32.8 FT) EAST OF THE
 LD0355'EAST RAIL, 8.6 M (28.2 FT) NORTH OF THE CENTER OF THE ROAD, 1 M (3.3
 LD0355'FT) LOWER THAN THE ROAD, 2.1 M (6.9 FT) NORTH-NORTHWEST OF A CONCRETE
 LD0355'FENCE CORNER POST, 0.9 M (3.0 FT) WEST OF A FENCE, AND 0.2 M (0.7 FT)
 LD0355'SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0652 ***********************************************************************
 NH0652  DESIGNATION -  A 7
 NH0652  PID         -  NH0652
 NH0652  STATE/COUNTY-  IL/STEPHENSON
 NH0652  USGS QUAD   -  ORANGEVILLE (1971)
 NH0652
 NH0652                         *CURRENT SURVEY CONTROL
 NH0652  ___________________________________________________________________
 NH0652* NAD 83(1986)-  42 26 02.     (N)    089 43 56.     (W)     SCALED    
 NH0652* NAVD 88     -       236.676  (meters)     776.49   (feet)  ADJUSTED  
 NH0652  ___________________________________________________________________
 NH0652  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NH0652  DYNAMIC HT  -         236.600 (meters)     776.25  (feet)  COMP
 NH0652  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 NH0652
 NH0652  VERT ORDER  -  FIRST     CLASS II
 NH0652
 NH0652.The horizontal coordinates were scaled from a topographic map and have
 NH0652.an estimated accuracy of +/- 6 seconds.
 NH0652
 NH0652.The orthometric height was determined by differential leveling
 NH0652.and adjusted by the National Geodetic Survey in June 1991..
 NH0652
 NH0652.The geoid height was determined by GEOID03.
 NH0652
 NH0652.The dynamic height is computed by dividing the NAVD 88
 NH0652.geopotential number by the normal gravity value computed on the
 NH0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0652.degrees latitude (g = 980.6199 gals.).
 NH0652
 NH0652.The modeled gravity was interpolated from observed gravity values.
 NH0652
 NH0652;                    North         East    Units  Estimated Accuracy
 NH0652;SPC IL W     -   640,370.      735,750.      MT  (+/- 180 meters Scaled)
 NH0652
 NH0652                          SUPERSEDED SURVEY CONTROL
 NH0652
 NH0652  NGVD 29 (??/??/92)  236.786  (m)          776.86   (f) ADJ UNCH    1 2
 NH0652
 NH0652.Superseded values are not recommended for survey control.
 NH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0652.See file dsdata.txt to determine how the superseded data were derived.
 NH0652
 NH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN752015(NAD 83)
 NH0652_MARKER: DB = BENCH MARK DISK
 NH0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0652_SP_SET: WALL
 NH0652_STAMPING: ELEV 776.855 FT A 7 1920
 NH0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0652+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2001
 NH0652
 NH0652  HISTORY     - Date     Condition        Report By
 NH0652  HISTORY     - 1920     MONUMENTED       CGS
 NH0652  HISTORY     - 1935     GOOD             NGS
 NH0652  HISTORY     - 19960919 GOOD             USPSQD
 NH0652  HISTORY     - 20011210 GOOD             USPSQD
 NH0652
 NH0652                          STATION DESCRIPTION
 NH0652
 NH0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NH0652'AT MC CONNELL.
 NH0652'AT MC CONNELL, STEPHENSON COUNTY, ON THE OLD ROADBED OF THE
 NH0652'ABANDONED ILLINOIS CENTRAL RAILROAD, IN THE SOUTHWEST QUARTER
 NH0652'OF A ROAD CROSSING, 25 FEET WEST OF THE OLD ROADBED, IN THE
 NH0652'NORTH WALL OF THE J.M. STAMM BRICK STORE, 1 FOOT FROM THE
 NH0652'NORTHEAST CORNER, AND ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD
 NH0652'DISK, STAMPED ELEV 776.855 FT A 7 1920 AND SET VERTICALLY.
 NH0652
 NH0652                          STATION RECOVERY (1996)
 NH0652
 NH0652'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0652'RECOVERED IN GOOD CONDITION.
 NH0652
 NH0652                          STATION RECOVERY (2001)
 NH0652
 NH0652'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0652'NOW THE AMERICAN LEGION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0302 ***********************************************************************
 KC0302  DESIGNATION -  A 79
 KC0302  PID         -  KC0302
 KC0302  STATE/COUNTY-  IL/PIKE
 KC0302  USGS QUAD   -  HANNIBAL EAST (1993)
 KC0302
 KC0302                         *CURRENT SURVEY CONTROL
 KC0302  ___________________________________________________________________
 KC0302* NAD 83(1986)-  39 43 32.     (N)    091 21 34.     (W)     SCALED    
 KC0302* NAVD 88     -       147.019  (meters)     482.34   (feet)  ADJUSTED  
 KC0302  ___________________________________________________________________
 KC0302  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0302  DYNAMIC HT  -         146.940 (meters)     482.09  (feet)  COMP
 KC0302  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 KC0302
 KC0302  VERT ORDER  -  SECOND    CLASS 0
 KC0302
 KC0302.The horizontal coordinates were scaled from a topographic map and have
 KC0302.an estimated accuracy of +/- 6 seconds.
 KC0302
 KC0302.The orthometric height was determined by differential leveling
 KC0302.and adjusted by the National Geodetic Survey in June 1991..
 KC0302
 KC0302.The geoid height was determined by GEOID03.
 KC0302
 KC0302.The dynamic height is computed by dividing the NAVD 88
 KC0302.geopotential number by the normal gravity value computed on the
 KC0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0302.degrees latitude (g = 980.6199 gals.).
 KC0302
 KC0302.The modeled gravity was interpolated from observed gravity values.
 KC0302
 KC0302;                    North         East    Units  Estimated Accuracy
 KC0302;SPC IL W     -   340,200.      597,740.      MT  (+/- 180 meters Scaled)
 KC0302
 KC0302                          SUPERSEDED SURVEY CONTROL
 KC0302
 KC0302  NGVD 29 (??/??/92)  147.083  (m)          482.55   (f) ADJ UNCH    2 0
 KC0302
 KC0302.Superseded values are not recommended for survey control.
 KC0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0302.See file dsdata.txt to determine how the superseded data were derived.
 KC0302
 KC0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD406985(NAD 83)
 KC0302_MARKER: DB = BENCH MARK DISK
 KC0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0302_STAMPING: A 79 1935
 KC0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0302+STABILITY: SURFACE MOTION
 KC0302
 KC0302  HISTORY     - Date     Condition        Report By
 KC0302  HISTORY     - 1935     MONUMENTED       CGS
 KC0302
 KC0302                          STATION DESCRIPTION
 KC0302
 KC0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0302'1.5 MI E FROM HANNIBAL.
 KC0302'IN PIKE COUNTY, ILLINOIS, 1.5 MILES EAST ALONG THE WABASH RAILWAY
 KC0302'FROM THE STATION AT HANNIBAL, MARION COUNTY, MISSOURI, 30 FEET
 KC0302'WEST OF THE WEST END OF THE EAST HANNIBAL STATION, 4 RAILS EAST
 KC0302'OF THE EAST END OF A BRIDGE, AND 8 FEET SOUTH OF THE SOUTH RAIL.
 KC0302'A STANDARD DISK, STAMPED A 79 1935 AND SET IN THE TOP OF A
 KC0302'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0767 ***********************************************************************
 KB0767  DESIGNATION -  A 8
 KB0767  PID         -  KB0767
 KB0767  STATE/COUNTY-  IL/SHELBY
 KB0767  USGS QUAD   -  OCONEE (1982)
 KB0767
 KB0767                         *CURRENT SURVEY CONTROL
 KB0767  ___________________________________________________________________
 KB0767* NAD 83(1986)-  39 19 10.     (N)    089 06 07.     (W)     SCALED    
 KB0767* NAVD 88     -       197.429  (meters)     647.73   (feet)  ADJUSTED  
 KB0767  ___________________________________________________________________
 KB0767  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0767  DYNAMIC HT  -         197.309 (meters)     647.34  (feet)  COMP
 KB0767  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 KB0767
 KB0767  VERT ORDER  -  FIRST     CLASS I
 KB0767
 KB0767.The horizontal coordinates were scaled from a topographic map and have
 KB0767.an estimated accuracy of +/- 6 seconds.
 KB0767
 KB0767.The orthometric height was determined by differential leveling
 KB0767.and adjusted by the National Geodetic Survey in June 1991..
 KB0767
 KB0767.The geoid height was determined by GEOID03.
 KB0767
 KB0767.The dynamic height is computed by dividing the NAVD 88
 KB0767.geopotential number by the normal gravity value computed on the
 KB0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0767.degrees latitude (g = 980.6199 gals.).
 KB0767
 KB0767.The modeled gravity was interpolated from observed gravity values.
 KB0767
 KB0767;                    North         East    Units  Estimated Accuracy
 KB0767;SPC IL E     -   294,720.      233,720.      MT  (+/- 180 meters Scaled)
 KB0767
 KB0767                          SUPERSEDED SURVEY CONTROL
 KB0767
 KB0767  NGVD 29 (??/??/92)  197.505  (m)          647.98   (f) ADJ UNCH    1 1
 KB0767
 KB0767.Superseded values are not recommended for survey control.
 KB0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0767.See file dsdata.txt to determine how the superseded data were derived.
 KB0767
 KB0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ188543(NAD 83)
 KB0767_MARKER: O = CHISELED CIRCLE
 KB0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0767_SP_SET: BRIDGE
 KB0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0767
 KB0767  HISTORY     - Date     Condition        Report By
 KB0767  HISTORY     - UNK      MONUMENTED       CGS
 KB0767  HISTORY     - 1969     GOOD             NGS
 KB0767
 KB0767                          STATION DESCRIPTION
 KB0767
 KB0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0767'5 MI S FROM PANA.
 KB0767'ABOUT 5.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0767'FROM THE RAILROAD SWITCH CONTROL TOWER AT PANA, 35 FEET EAST OF THE
 KB0767'EAST RAIL, AN OUTLINED CIRCLE ON THE TOP OF THE SOUTHEAST WINGWALL
 KB0767'OF A DOUBLE-ARCHED CONCRETE BRIDGE OVER OPOSSUM CREEK AND A
 KB0767'ROAD, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.  SEC 17,
 KB0767'T10N, R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0208 ***********************************************************************
 KC0208  DESIGNATION -  A 80
 KC0208  PID         -  KC0208
 KC0208  STATE/COUNTY-  IL/PIKE
 KC0208  USGS QUAD   -  GRIGGSVILLE (1980)
 KC0208
 KC0208                         *CURRENT SURVEY CONTROL
 KC0208  ___________________________________________________________________
 KC0208* NAD 83(1986)-  39 42 14.     (N)    090 39 12.     (W)     SCALED    
 KC0208* NAVD 88     -       136.607  (meters)     448.18   (feet)  ADJUSTED  
 KC0208  ___________________________________________________________________
 KC0208  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KC0208  DYNAMIC HT  -         136.532 (meters)     447.94  (feet)  COMP
 KC0208  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 KC0208
 KC0208  VERT ORDER  -  SECOND    CLASS 0
 KC0208
 KC0208.The horizontal coordinates were scaled from a topographic map and have
 KC0208.an estimated accuracy of +/- 6 seconds.
 KC0208
 KC0208.The orthometric height was determined by differential leveling
 KC0208.and adjusted by the National Geodetic Survey in June 1991..
 KC0208
 KC0208.The geoid height was determined by GEOID03.
 KC0208
 KC0208.The dynamic height is computed by dividing the NAVD 88
 KC0208.geopotential number by the normal gravity value computed on the
 KC0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0208.degrees latitude (g = 980.6199 gals.).
 KC0208
 KC0208.The modeled gravity was interpolated from observed gravity values.
 KC0208
 KC0208;                    North         East    Units  Estimated Accuracy
 KC0208;SPC IL W     -   337,230.      658,270.      MT  (+/- 180 meters Scaled)
 KC0208
 KC0208                          SUPERSEDED SURVEY CONTROL
 KC0208
 KC0208  NGVD 29 (??/??/92)  136.712  (m)          448.53   (f) ADJ UNCH    2 0
 KC0208
 KC0208.Superseded values are not recommended for survey control.
 KC0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0208.See file dsdata.txt to determine how the superseded data were derived.
 KC0208
 KC0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD011975(NAD 83)
 KC0208_MARKER: DB = BENCH MARK DISK
 KC0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0208_SP_SET: BRIDGE
 KC0208_STAMPING: A 80 1935
 KC0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0208+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 KC0208
 KC0208  HISTORY     - Date     Condition        Report By
 KC0208  HISTORY     - 1935     MONUMENTED       CGS
 KC0208  HISTORY     - 1981     GOOD             AEROS
 KC0208  HISTORY     - 20051130 GOOD             MERS
 KC0208
 KC0208                          STATION DESCRIPTION
 KC0208
 KC0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0208'0.2 MI W FROM VALLEY CITY.
 KC0208'0.2 MILE WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0208'VALLEY CITY, PIKE COUNTY, AT MILEAGE 474.3, IN THE TOP OF THE
 KC0208'SOUTH END OF THE BACK WALL OF THE WEST ABUTMENT OF BRIDGE 509,
 KC0208'AND 6 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 KC0208'A 80 1935.
 KC0208
 KC0208                          STATION RECOVERY (1981)
 KC0208
 KC0208'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 KC0208'RECOVERED IN GOOD CONDITION.
 KC0208
 KC0208                          STATION RECOVERY (2005)
 KC0208
 KC0208'RECOVERY NOTE BY MICHAEL E RAPIER SURVEYING 2005
 KC0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0366 ***********************************************************************
 KC0366  DESIGNATION -  A 81
 KC0366  PID         -  KC0366
 KC0366  STATE/COUNTY-  IL/ADAMS
 KC0366  USGS QUAD   -  MARBLEHEAD (1996)
 KC0366
 KC0366                         *CURRENT SURVEY CONTROL
 KC0366  ___________________________________________________________________
 KC0366* NAD 83(1986)-  39 45 52.     (N)    091 16 41.     (W)     SCALED    
 KC0366* NAVD 88     -       145.051  (meters)     475.89   (feet)  ADJUSTED  
 KC0366  ___________________________________________________________________
 KC0366  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0366  DYNAMIC HT  -         144.972 (meters)     475.63  (feet)  COMP
 KC0366  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 KC0366
 KC0366  VERT ORDER  -  SECOND    CLASS 0
 KC0366
 KC0366.The horizontal coordinates were scaled from a topographic map and have
 KC0366.an estimated accuracy of +/- 6 seconds.
 KC0366
 KC0366.The orthometric height was determined by differential leveling
 KC0366.and adjusted by the National Geodetic Survey in June 1991..
 KC0366
 KC0366.The geoid height was determined by GEOID03.
 KC0366
 KC0366.The dynamic height is computed by dividing the NAVD 88
 KC0366.geopotential number by the normal gravity value computed on the
 KC0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0366.degrees latitude (g = 980.6199 gals.).
 KC0366
 KC0366.The modeled gravity was interpolated from observed gravity values.
 KC0366
 KC0366;                    North         East    Units  Estimated Accuracy
 KC0366;SPC IL W     -   344,430.      604,770.      MT  (+/- 180 meters Scaled)
 KC0366
 KC0366                          SUPERSEDED SURVEY CONTROL
 KC0366
 KC0366  NGVD 29 (??/??/92)  145.130  (m)          476.15   (f) ADJ UNCH    2 0
 KC0366
 KC0366.Superseded values are not recommended for survey control.
 KC0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0366.See file dsdata.txt to determine how the superseded data were derived.
 KC0366
 KC0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE474030(NAD 83)
 KC0366_MARKER: DB = BENCH MARK DISK
 KC0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0366_STAMPING: A 81 1935
 KC0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0366+STABILITY: SURFACE MOTION
 KC0366
 KC0366  HISTORY     - Date     Condition        Report By
 KC0366  HISTORY     - 1935     MONUMENTED       CGS
 KC0366  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0366
 KC0366                          STATION DESCRIPTION
 KC0366
 KC0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0366'1.7 MI SE FROM FALL CREEK.
 KC0366'1.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KC0366'RAILROAD FROM THE STATION AT FALL CREEK, ADAMS COUNTY, 14-1/2
 KC0366'RAILS NORTHWEST OF MILEPOST 2, 2 RAILS SOUTHEAST OF BRIDGE 1.89,
 KC0366'ONE RAIL SOUTHEAST OF A FARM-ROAD CROSSING, 22 FEET NORTHEAST OF
 KC0366'THE TRACK, AND ONE FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 KC0366'STANDARD DISK, STAMPED A 81 1935 AND SET IN THE TOP OF A CONCRETE
 KC0366'POST.
 KC0366
 KC0366                          STATION RECOVERY (1971)
 KC0366
 KC0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0491 ***********************************************************************
 KB0491  DESIGNATION -  A 82
 KB0491  PID         -  KB0491
 KB0491  STATE/COUNTY-  IL/SHELBY
 KB0491  USGS QUAD   -  WINDSOR (1981)
 KB0491
 KB0491                         *CURRENT SURVEY CONTROL
 KB0491  ___________________________________________________________________
 KB0491* NAD 83(1986)-  39 25 35.     (N)    088 36 05.     (W)     SCALED    
 KB0491* NAVD 88     -       218.146  (meters)     715.70   (feet)  ADJUSTED  
 KB0491  ___________________________________________________________________
 KB0491  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB0491  DYNAMIC HT  -         218.021 (meters)     715.29  (feet)  COMP
 KB0491  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 KB0491
 KB0491  VERT ORDER  -  SECOND    CLASS 0
 KB0491
 KB0491.The horizontal coordinates were scaled from a topographic map and have
 KB0491.an estimated accuracy of +/- 6 seconds.
 KB0491
 KB0491.The orthometric height was determined by differential leveling
 KB0491.and adjusted by the National Geodetic Survey in June 1991..
 KB0491
 KB0491.The geoid height was determined by GEOID03.
 KB0491
 KB0491.The dynamic height is computed by dividing the NAVD 88
 KB0491.geopotential number by the normal gravity value computed on the
 KB0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0491.degrees latitude (g = 980.6199 gals.).
 KB0491
 KB0491.The modeled gravity was interpolated from observed gravity values.
 KB0491
 KB0491;                    North         East    Units  Estimated Accuracy
 KB0491;SPC IL E     -   306,350.      276,920.      MT  (+/- 180 meters Scaled)
 KB0491
 KB0491                          SUPERSEDED SURVEY CONTROL
 KB0491
 KB0491  NGVD 29 (??/??/92)  218.221  (m)          715.95   (f) ADJ UNCH    2 0
 KB0491
 KB0491.Superseded values are not recommended for survey control.
 KB0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0491.See file dsdata.txt to determine how the superseded data were derived.
 KB0491
 KB0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ621653(NAD 83)
 KB0491_MARKER: DB = BENCH MARK DISK
 KB0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0491_STAMPING: A 82 1935
 KB0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0491+STABILITY: SURFACE MOTION
 KB0491
 KB0491  HISTORY     - Date     Condition        Report By
 KB0491  HISTORY     - 1935     MONUMENTED       CGS
 KB0491  HISTORY     - 1947     MARK NOT FOUND   NGS
 KB0491  HISTORY     - 1979     MARK NOT FOUND   USGS
 KB0491  HISTORY     - 20041118 MARK NOT FOUND   ILDT
 KB0491
 KB0491                          STATION DESCRIPTION
 KB0491
 KB0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0491'0.9 MI S FROM WINDSOR.
 KB0491'0.9 MILE SOUTH ALONG THE ABANDONED WABASH RAILWAY FROM THE OLD
 KB0491'STATION AT WINDSOR, SHELBY COUNTY, ABOUT 100 YARDS NORTH OF A
 KB0491'HOUSE, 45 FEET NORTH OF A ROAD CROSSING, AND 40 FEET EAST OF THE
 KB0491'OLD ROADBED.  A STANDARD DISK, STAMPED A 82 1935 AND SET IN THE
 KB0491'TOP OF A CONCRETE POST.
 KB0491
 KB0491                          STATION RECOVERY (1947)
 KB0491
 KB0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 KB0491'MARK NOT FOUND.
 KB0491
 KB0491                          STATION RECOVERY (1979)
 KB0491
 KB0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KB0491'MARK NOT FOUND.
 KB0491
 KB0491                          STATION RECOVERY (2004)
 KB0491
 KB0491'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0163 ***********************************************************************
 JB0163  DESIGNATION -  A 84
 JB0163  PID         -  JB0163
 JB0163  STATE/COUNTY-  IL/WAYNE
 JB0163  USGS QUAD   -  GEFF (1970)
 JB0163
 JB0163                         *CURRENT SURVEY CONTROL
 JB0163  ___________________________________________________________________
 JB0163* NAD 83(1986)-  38 25 14.     (N)    088 23 26.     (W)     SCALED    
 JB0163* NAVD 88     -       132.957  (meters)     436.21   (feet)  ADJUSTED  
 JB0163  ___________________________________________________________________
 JB0163  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB0163  DYNAMIC HT  -         132.874 (meters)     435.94  (feet)  COMP
 JB0163  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 JB0163
 JB0163  VERT ORDER  -  SECOND    CLASS 0
 JB0163
 JB0163.The horizontal coordinates were scaled from a topographic map and have
 JB0163.an estimated accuracy of +/- 6 seconds.
 JB0163
 JB0163.The orthometric height was determined by differential leveling
 JB0163.and adjusted by the National Geodetic Survey in June 1991..
 JB0163
 JB0163.The geoid height was determined by GEOID03.
 JB0163
 JB0163.The dynamic height is computed by dividing the NAVD 88
 JB0163.geopotential number by the normal gravity value computed on the
 JB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0163.degrees latitude (g = 980.6199 gals.).
 JB0163
 JB0163.The modeled gravity was interpolated from observed gravity values.
 JB0163
 JB0163;                    North         East    Units  Estimated Accuracy
 JB0163;SPC IL E     -   194,660.      295,000.      MT  (+/- 180 meters Scaled)
 JB0163
 JB0163                          SUPERSEDED SURVEY CONTROL
 JB0163
 JB0163  NGVD 29 (??/??/92)  133.080  (m)          436.61   (f) ADJ UNCH    2 0
 JB0163
 JB0163.Superseded values are not recommended for survey control.
 JB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0163.See file dsdata.txt to determine how the superseded data were derived.
 JB0163
 JB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH786533(NAD 83)
 JB0163_MARKER: DB = BENCH MARK DISK
 JB0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0163_STAMPING: A 84 1935
 JB0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0163+STABILITY: SURFACE MOTION
 JB0163
 JB0163  HISTORY     - Date     Condition        Report By
 JB0163  HISTORY     - 1935     MONUMENTED       CGS
 JB0163
 JB0163                          STATION DESCRIPTION
 JB0163
 JB0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0163'1.8 MI S FROM GEFF.
 JB0163'1.8 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0163'STATION AT GEFF, WAYNE COUNTY, 30 FEET SOUTH OF MILEPOST S 56,
 JB0163'3 RAILS NORTH OF A ROAD CROSSING, AND 25 FEET EAST OF THE
 JB0163'TRACK.  A STANDARD DISK, STAMPED A 84 1935 AND SET IN THE TOP
 JB0163'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7268 ***********************************************************************
 AB7268  DESIGNATION -  A 85 RESET
 AB7268  PID         -  AB7268
 AB7268  STATE/COUNTY-  IL/WHITE
 AB7268  USGS QUAD   -  NORRIS CITY (1963)
 AB7268
 AB7268                         *CURRENT SURVEY CONTROL
 AB7268  ___________________________________________________________________
 AB7268* NAD 83(1986)-  37 58 12.     (N)    088 19 42.     (W)     SCALED    
 AB7268* NAVD 88     -       124.89   (meters)     409.7    (feet)  RESET     
 AB7268  ___________________________________________________________________
 AB7268  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AB7268
 AB7268  VERT ORDER  -  THIRD
 AB7268
 AB7268.The horizontal coordinates were scaled from a topographic map and have
 AB7268.an estimated accuracy of +/- 6 seconds.
 AB7268
 AB7268.The orthometric height was computed from unverified reset data.
 AB7268
 AB7268.The geoid height was determined by GEOID03.
 AB7268
 AB7268;                    North         East    Units  Estimated Accuracy
 AB7268;SPC IL E     -   144,650.      300,440.      MT  (+/- 180 meters Scaled)
 AB7268
 AB7268                          SUPERSEDED SURVEY CONTROL
 AB7268
 AB7268.No superseded survey control is available for this station.
 AB7268
 AB7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH833033(NAD 83)
 AB7268_MARKER: DV = VERTICAL CONTROL DISK
 AB7268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7268_SP_SET: BOX CULVERT
 AB7268_STAMPING: A 85 RESET 1996
 AB7268_MARK LOGO: NGS   
 AB7268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7268+STABILITY: SURFACE MOTION
 AB7268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7268+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7268
 AB7268  HISTORY     - Date     Condition        Report By
 AB7268  HISTORY     - 1996     MONUMENTED       NGS
 AB7268  HISTORY     - 20060727 GOOD             ILDT
 AB7268
 AB7268                          STATION DESCRIPTION
 AB7268
 AB7268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RKB)
 AB7268'STATION CAN BE REACHED FROM THE INTERSECTION OF STATE ROUTE 45
 AB7268'(DIVISION STREET) AND MAIN STREET IN THE CENTER OF NORRIS CITY,
 AB7268'PROCEED SOUTH ON ROUTE 45 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE
 AB7268'LEFT, 6.3 M (20.7 FT) EAST OF THE CENTERLINE OF ROUTE 45, 3.7 M (12.1
 AB7268'FT) SOUTHWEST OF THE NORTHERNMOST OF TWO ORANGE PETROLEUM PIPELINE
 AB7268'WARNING POSTS, 7.0 M (23.0 FT) NORTHWEST OF THE SOUTHERNMOST OF TWO
 AB7268'ORANGE PETROLEUM PIPELINE WARNING POSTS, SET IN THE TOP AND 0.4 M (1.3
 AB7268'FT) SOUTH OF THE NORTH END OF THE EAST HEADWALL OF A 0.8 M (2.6 FT) BY
 AB7268'1.2 M (3.9 FT) REINFORCED CONCRETE BOX CULVERT.
 AB7268
 AB7268                          STATION RECOVERY (2006)
 AB7268
 AB7268'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 AB7268'MON.DISK STABLE, BUT HEADWALL OF CULVERT IN POOR CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0235 ***********************************************************************
 KB0235  DESIGNATION -  A 86
 KB0235  PID         -  KB0235
 KB0235  STATE/COUNTY-  IL/CUMBERLAND
 KB0235  USGS QUAD   -  GREENUP (1985)
 KB0235
 KB0235                         *CURRENT SURVEY CONTROL
 KB0235  ___________________________________________________________________
 KB0235* NAD 83(1986)-  39 14 48.     (N)    088 09 48.     (W)     SCALED    
 KB0235* NAVD 88     -       181.194  (meters)     594.47   (feet)  ADJUSTED  
 KB0235  ___________________________________________________________________
 KB0235  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0235  DYNAMIC HT  -         181.088 (meters)     594.12  (feet)  COMP
 KB0235  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 KB0235
 KB0235  VERT ORDER  -  FIRST     CLASS II
 KB0235
 KB0235.The horizontal coordinates were scaled from a topographic map and have
 KB0235.an estimated accuracy of +/- 6 seconds.
 KB0235
 KB0235.The orthometric height was determined by differential leveling
 KB0235.and adjusted by the National Geodetic Survey in June 1991..
 KB0235
 KB0235.The geoid height was determined by GEOID03.
 KB0235
 KB0235.The dynamic height is computed by dividing the NAVD 88
 KB0235.geopotential number by the normal gravity value computed on the
 KB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0235.degrees latitude (g = 980.6199 gals.).
 KB0235
 KB0235.The modeled gravity was interpolated from observed gravity values.
 KB0235
 KB0235;                    North         East    Units  Estimated Accuracy
 KB0235;SPC IL E     -   286,380.      314,680.      MT  (+/- 180 meters Scaled)
 KB0235
 KB0235                          SUPERSEDED SURVEY CONTROL
 KB0235
 KB0235  NGVD 29 (??/??/92)  181.251  (m)          594.65   (f) ADJ UNCH    1 2
 KB0235
 KB0235.Superseded values are not recommended for survey control.
 KB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0235.See file dsdata.txt to determine how the superseded data were derived.
 KB0235
 KB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ996447(NAD 83)
 KB0235_MARKER: DB = BENCH MARK DISK
 KB0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0235_STAMPING: A 86 1935
 KB0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0235+STABILITY: SURFACE MOTION
 KB0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0235+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KB0235
 KB0235  HISTORY     - Date     Condition        Report By
 KB0235  HISTORY     - 1935     MONUMENTED       CGS
 KB0235  HISTORY     - 1956     GOOD             NGS
 KB0235  HISTORY     - 1973     GOOD             NGS
 KB0235  HISTORY     - 20050215 GOOD             ILDT
 KB0235
 KB0235                          STATION DESCRIPTION
 KB0235
 KB0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0235'AT GREENUP.
 KB0235'AT GREENUP, IN THE COURT HOUSE LAWN, 123 1/2 FEET NORTH OF
 KB0235'NORTHWEST CORNER OF COURT HOUSE BUILDING, AND IN LINE WITH THE
 KB0235'EXTENDED WEST FACE OF BUILDING, 25.2 FEET SOUTH OF SOUTH CURB OF
 KB0235'MAIN STREET (STATE HIGHWAY 121), 23.6 FEET WEST OF WEST EDGE OF
 KB0235'CENTER PART OF A CONCRETE WALK LEADING TO COURT HOUSE, 8 FEET
 KB0235'SOUTH OF SOUTH EDGE OF A CIRCULAR CONCRETE CURB AROUND A FLOWER
 KB0235'BED, AND SET IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES
 KB0235'UNDERGROUND.
 KB0235
 KB0235                          STATION RECOVERY (1973)
 KB0235
 KB0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0235'RECOVERED IN GOOD CONDITION.
 KB0235
 KB0235                          STATION RECOVERY (2005)
 KB0235
 KB0235'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1261 ***********************************************************************
 KA1261  DESIGNATION -  A 87
 KA1261  PID         -  KA1261
 KA1261  STATE/COUNTY-  IL/CLARK
 KA1261  USGS QUAD   -  DENNISON (1972)
 KA1261
 KA1261                         *CURRENT SURVEY CONTROL
 KA1261  ___________________________________________________________________
 KA1261* NAD 83(1986)-  39 28 08.     (N)    087 32 40.     (W)     SCALED    
 KA1261* NAVD 88     -       173.927  (meters)     570.63   (feet)  ADJUSTED  
 KA1261  ___________________________________________________________________
 KA1261  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KA1261  DYNAMIC HT  -         173.829 (meters)     570.30  (feet)  COMP
 KA1261  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 KA1261
 KA1261  VERT ORDER  -  FIRST     CLASS II
 KA1261
 KA1261.The horizontal coordinates were scaled from a topographic map and have
 KA1261.an estimated accuracy of +/- 6 seconds.
 KA1261
 KA1261.The orthometric height was determined by differential leveling
 KA1261.and adjusted by the National Geodetic Survey in June 1991..
 KA1261.WARNING-Repeat measurements at this control monument indicate possible
 KA1261.vertical movement.
 KA1261
 KA1261.The geoid height was determined by GEOID03.
 KA1261
 KA1261.The dynamic height is computed by dividing the NAVD 88
 KA1261.geopotential number by the normal gravity value computed on the
 KA1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1261.degrees latitude (g = 980.6199 gals.).
 KA1261
 KA1261.The modeled gravity was interpolated from observed gravity values.
 KA1261
 KA1261;                    North         East    Units  Estimated Accuracy
 KA1261;SPC IL E     -   311,330.      367,880.      MT  (+/- 180 meters Scaled)
 KA1261
 KA1261                          SUPERSEDED SURVEY CONTROL
 KA1261
 KA1261  NGVD 29 (??/??/92)  174.018  (m)          570.92   (f) ADJ UNCH    1 2
 KA1261
 KA1261.Superseded values are not recommended for survey control.
 KA1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1261.See file dsdata.txt to determine how the superseded data were derived.
 KA1261
 KA1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ531689(NAD 83)
 KA1261_MARKER: DB = BENCH MARK DISK
 KA1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1261_STAMPING: A 87 1935
 KA1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1261+STABILITY: SURFACE MOTION
 KA1261
 KA1261  HISTORY     - Date     Condition        Report By
 KA1261  HISTORY     - 1935     MONUMENTED       CGS
 KA1261  HISTORY     - 1959     GOOD             NGS
 KA1261  HISTORY     - 19981104 MARK NOT FOUND   USPSQD
 KA1261  HISTORY     - 20050210 MARK NOT FOUND   ILDT
 KA1261
 KA1261                          STATION DESCRIPTION
 KA1261
 KA1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KA1261'AT FARRINGTON.
 KA1261'AT FARRINGTON, AT THE JUNCTION OF THE MAIN LINE OF THE PENNSYLVANIA
 KA1261'RAILROAD AND A BRANCH LINE OF THE PENNSYLVANIA RAILROAD WHICH LEADS
 KA1261'NORTHWEST THRU PARIS, ABOUT 0.65 MILES WEST OF THE ILLINOIS-INDIANA
 KA1261'STATE LINE, IN SECTION 20, T. 12 N., R. 10 W., 35 FEET NORTH OF THE
 KA1261'NORTH RAIL OF THE MAIN TRACK, 69 FEET SOUTH-SOUTHWEST OF THE NEAR
 KA1261'RAIL OF THE BRANCH LINE LEADING NORTHWEST, 456 FEET WEST OF FROG
 KA1261'POINT OF THE RAILROAD JUNCTION, 55 FEET EAST OF THE CENTER LINE
 KA1261'OF THE NORTH-SOUTH GRAVEL ROAD, 67 FEET EAST-NORTHEAST OF THE
 KA1261'CENTER OF THE CROSSING OF THE MAIN LINE TRACK AND THE ROAD, 37
 KA1261'FEET EAST OF A TELEPHONE POLE AND ABOUT 2 FEET NORTH OF THE ROW
 KA1261'OF POLES, 21 FEET NORTH OF THE NORTH RAIL OF A SIDING, 2 FEET
 KA1261'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 KA1261'LEVEL OF THE MAIN LINE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KA1261'PROJECTING 4 INCHES.
 KA1261
 KA1261                          STATION RECOVERY (1998)
 KA1261
 KA1261'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1261'MARK NOT FOUND.
 KA1261
 KA1261                          STATION RECOVERY (2005)
 KA1261
 KA1261'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0462 ***********************************************************************
 KB0462  DESIGNATION -  A 88
 KB0462  PID         -  KB0462
 KB0462  STATE/COUNTY-  IL/SHELBY
 KB0462  USGS QUAD   -  SHELBYVILLE (1981)
 KB0462
 KB0462                         *CURRENT SURVEY CONTROL
 KB0462  ___________________________________________________________________
 KB0462* NAD 83(1986)-  39 24 03.     (N)    088 47 23.     (W)     SCALED    
 KB0462* NAVD 88     -       182.553  (meters)     598.93   (feet)  ADJUSTED  
 KB0462  ___________________________________________________________________
 KB0462  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB0462  DYNAMIC HT  -         182.447 (meters)     598.58  (feet)  COMP
 KB0462  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 KB0462
 KB0462  VERT ORDER  -  SECOND    CLASS 0
 KB0462
 KB0462.The horizontal coordinates were scaled from a topographic map and have
 KB0462.an estimated accuracy of +/- 6 seconds.
 KB0462
 KB0462.The orthometric height was determined by differential leveling
 KB0462.and adjusted by the National Geodetic Survey in June 1991..
 KB0462
 KB0462.The geoid height was determined by GEOID03.
 KB0462
 KB0462.The dynamic height is computed by dividing the NAVD 88
 KB0462.geopotential number by the normal gravity value computed on the
 KB0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0462.degrees latitude (g = 980.6199 gals.).
 KB0462
 KB0462.The modeled gravity was interpolated from observed gravity values.
 KB0462
 KB0462;                    North         East    Units  Estimated Accuracy
 KB0462;SPC IL E     -   303,580.      260,690.      MT  (+/- 180 meters Scaled)
 KB0462
 KB0462                          SUPERSEDED SURVEY CONTROL
 KB0462
 KB0462  NGVD 29 (??/??/92)  182.636  (m)          599.20   (f) ADJ UNCH    2 0
 KB0462
 KB0462.Superseded values are not recommended for survey control.
 KB0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0462.See file dsdata.txt to determine how the superseded data were derived.
 KB0462
 KB0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ458627(NAD 83)
 KB0462_MARKER: DB = BENCH MARK DISK
 KB0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0462_STAMPING: A 88 1935
 KB0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0462+STABILITY: SURFACE MOTION
 KB0462
 KB0462  HISTORY     - Date     Condition        Report By
 KB0462  HISTORY     - 1935     MONUMENTED       CGS
 KB0462  HISTORY     - 1973     MARK NOT FOUND   ILDT
 KB0462  HISTORY     - 1979     MARK NOT FOUND   USGS
 KB0462  HISTORY     - 20041118 MARK NOT FOUND   ILDT
 KB0462
 KB0462                          STATION DESCRIPTION
 KB0462
 KB0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0462'AT SHELBYVILLE.
 KB0462'AT SHELBYVILLE, SHELBY COUNTY, ON THE CLEVELAND, CINCINNATI,
 KB0462'CHICAGO AND ST. LOUIS RAILWAY, 3 RAILS WEST OF THE STATION,
 KB0462'AT POLE 151/18, 40 FEET SOUTH OF THE TRACK, AND IN THE AREA
 KB0462'DEFINED BY THE FOUR CONCRETE PILLARS OF AN OLD WATER TOWER.  A
 KB0462'STANDARD DISK, STAMPED A 88 1935 AND SET IN THE TOP OF A CONCRETE
 KB0462'POST.
 KB0462
 KB0462                          STATION RECOVERY (1973)
 KB0462
 KB0462'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0462'MARK NOT FOUND.
 KB0462
 KB0462                          STATION RECOVERY (1979)
 KB0462
 KB0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KB0462'MARK NOT FOUND.
 KB0462
 KB0462                          STATION RECOVERY (2004)
 KB0462
 KB0462'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0500 ***********************************************************************
 KB0500  DESIGNATION -  A 89
 KB0500  PID         -  KB0500
 KB0500  STATE/COUNTY-  IL/EFFINGHAM
 KB0500  USGS QUAD   -  ALTAMONT WEST (1982)
 KB0500
 KB0500                         *CURRENT SURVEY CONTROL
 KB0500  ___________________________________________________________________
 KB0500* NAD 83(1986)-  39 03 35.     (N)    088 45 09.     (W)     SCALED    
 KB0500* NAVD 88     -       190.265  (meters)     624.23   (feet)  ADJUSTED  
 KB0500  ___________________________________________________________________
 KB0500  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KB0500  DYNAMIC HT  -         190.149 (meters)     623.85  (feet)  COMP
 KB0500  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 KB0500
 KB0500  VERT ORDER  -  SECOND    CLASS 0
 KB0500
 KB0500.The horizontal coordinates were scaled from a topographic map and have
 KB0500.an estimated accuracy of +/- 6 seconds.
 KB0500
 KB0500.The orthometric height was determined by differential leveling
 KB0500.and adjusted by the National Geodetic Survey in June 1991..
 KB0500
 KB0500.The geoid height was determined by GEOID03.
 KB0500
 KB0500.The dynamic height is computed by dividing the NAVD 88
 KB0500.geopotential number by the normal gravity value computed on the
 KB0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0500.degrees latitude (g = 980.6199 gals.).
 KB0500
 KB0500.The modeled gravity was interpolated from observed gravity values.
 KB0500
 KB0500;                    North         East    Units  Estimated Accuracy
 KB0500;SPC IL E     -   265,690.      263,720.      MT  (+/- 180 meters Scaled)
 KB0500
 KB0500                          SUPERSEDED SURVEY CONTROL
 KB0500
 KB0500  NGVD 29 (??/??/92)  190.376  (m)          624.59   (f) ADJ UNCH    2 0
 KB0500
 KB0500.Superseded values are not recommended for survey control.
 KB0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0500.See file dsdata.txt to determine how the superseded data were derived.
 KB0500
 KB0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ483248(NAD 83)
 KB0500_MARKER: DB = BENCH MARK DISK
 KB0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0500_STAMPING: A 89 1935
 KB0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0500+STABILITY: SURFACE MOTION
 KB0500
 KB0500  HISTORY     - Date     Condition        Report By
 KB0500  HISTORY     - 1935     MONUMENTED       CGS
 KB0500
 KB0500                          STATION DESCRIPTION
 KB0500
 KB0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0500'AT ALTAMONT.
 KB0500'AT ALTAMONT, EFFINGHAM COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KB0500'4-1/2 RAILS EAST OF THE STATION, AT POLE 152/13, 16 FEET SOUTH
 KB0500'OF THE SOUTH RAIL, AND AT THE CORNER OF THE CONCRETE PLATFORM
 KB0500'AND A WALK LEADING SOUTH.  A STANDARD DISK, STAMPED A 89 1935 AND
 KB0500'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0134 ***********************************************************************
 JB0134  DESIGNATION -  A 90
 JB0134  PID         -  JB0134
 JB0134  STATE/COUNTY-  IL/JASPER
 JB0134  USGS QUAD   -  NEWTON (1985)
 JB0134
 JB0134                         *CURRENT SURVEY CONTROL
 JB0134  ___________________________________________________________________
 JB0134* NAD 83(1986)-  38 59 22.     (N)    088 09 30.     (W)     SCALED    
 JB0134* NAVD 88     -       154.882  (meters)     508.14   (feet)  ADJUSTED  
 JB0134  ___________________________________________________________________
 JB0134  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JB0134  DYNAMIC HT  -         154.790 (meters)     507.84  (feet)  COMP
 JB0134  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 JB0134
 JB0134  VERT ORDER  -  SECOND    CLASS 0
 JB0134
 JB0134.The horizontal coordinates were scaled from a topographic map and have
 JB0134.an estimated accuracy of +/- 6 seconds.
 JB0134
 JB0134.The orthometric height was determined by differential leveling
 JB0134.and adjusted by the National Geodetic Survey in June 1991..
 JB0134
 JB0134.The geoid height was determined by GEOID03.
 JB0134
 JB0134.The dynamic height is computed by dividing the NAVD 88
 JB0134.geopotential number by the normal gravity value computed on the
 JB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0134.degrees latitude (g = 980.6199 gals.).
 JB0134
 JB0134.The modeled gravity was interpolated from observed gravity values.
 JB0134
 JB0134;                    North         East    Units  Estimated Accuracy
 JB0134;SPC IL E     -   257,820.      315,160.      MT  (+/- 180 meters Scaled)
 JB0134
 JB0134                          SUPERSEDED SURVEY CONTROL
 JB0134
 JB0134  NGVD 29 (??/??/92)  154.984  (m)          508.48   (f) ADJ UNCH    2 0
 JB0134
 JB0134.Superseded values are not recommended for survey control.
 JB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0134.See file dsdata.txt to determine how the superseded data were derived.
 JB0134
 JB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ996162(NAD 83)
 JB0134_MARKER: DB = BENCH MARK DISK
 JB0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0134_STAMPING: A 90 1935
 JB0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0134+STABILITY: SURFACE MOTION
 JB0134
 JB0134  HISTORY     - Date     Condition        Report By
 JB0134  HISTORY     - 1935     MONUMENTED       CGS
 JB0134  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0134
 JB0134                          STATION DESCRIPTION
 JB0134
 JB0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0134'AT NEWTON.
 JB0134'AT NEWTON, JASPER COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 22
 JB0134'YARDS WEST OF THE STATION, 34 YARDS WEST OF THE CENTERLINE OF
 JB0134'A NORTH-AND-SOUTH TRACK, 8 YARDS NORTH OF THE CENTERLINE OF THE
 JB0134'EAST-AND-WEST TRACK, AT A HEDGE, AND ONE YARD WEST OF A PATH.
 JB0134'A STANDARD DISK, STAMPED A 90 1935 AND SET IN THE TOP OF A
 JB0134'CONCRETE POST.
 JB0134
 JB0134                          STATION RECOVERY (1983)
 JB0134
 JB0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0051 ***********************************************************************
 JB0051  DESIGNATION -  A 91
 JB0051  PID         -  JB0051
 JB0051  STATE/COUNTY-  IL/RICHLAND
 JB0051  USGS QUAD   -  OLNEY (1971)
 JB0051
 JB0051                         *CURRENT SURVEY CONTROL
 JB0051  ___________________________________________________________________
 JB0051* NAD 83(1986)-  38 43 31.     (N)    088 05 08.     (W)     SCALED    
 JB0051* NAVD 88     -       145.439  (meters)     477.16   (feet)  ADJUSTED  
 JB0051  ___________________________________________________________________
 JB0051  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB0051  DYNAMIC HT  -         145.350 (meters)     476.87  (feet)  COMP
 JB0051  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 JB0051
 JB0051  VERT ORDER  -  FIRST     CLASS II
 JB0051
 JB0051.The horizontal coordinates were scaled from a topographic map and have
 JB0051.an estimated accuracy of +/- 6 seconds.
 JB0051
 JB0051.The orthometric height was determined by differential leveling
 JB0051.and adjusted by the National Geodetic Survey in June 1991..
 JB0051.WARNING-Repeat measurements at this control monument indicate possible
 JB0051.vertical movement.
 JB0051
 JB0051.The geoid height was determined by GEOID03.
 JB0051
 JB0051.The dynamic height is computed by dividing the NAVD 88
 JB0051.geopotential number by the normal gravity value computed on the
 JB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0051.degrees latitude (g = 980.6199 gals.).
 JB0051
 JB0051.The modeled gravity was interpolated from observed gravity values.
 JB0051
 JB0051;                    North         East    Units  Estimated Accuracy
 JB0051;SPC IL E     -   228,510.      321,550.      MT  (+/- 180 meters Scaled)
 JB0051
 JB0051                          SUPERSEDED SURVEY CONTROL
 JB0051
 JB0051  NGVD 29 (??/??/92)  145.518  (m)          477.42   (f) ADJ UNCH    1 2
 JB0051
 JB0051.Superseded values are not recommended for survey control.
 JB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0051.See file dsdata.txt to determine how the superseded data were derived.
 JB0051
 JB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH056868(NAD 83)
 JB0051_MARKER: DB = BENCH MARK DISK
 JB0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0051_SP_SET: CONCRETE POST
 JB0051_STAMPING: A 91 1935
 JB0051_MARK LOGO: CGS   
 JB0051_PROJECTION: FLUSH
 JB0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0051+STABILITY: SURFACE MOTION
 JB0051
 JB0051  HISTORY     - Date     Condition        Report By
 JB0051  HISTORY     - 1935     MONUMENTED       CGS
 JB0051  HISTORY     - 1956     GOOD             NGS
 JB0051  HISTORY     - 1986     GOOD             NGS
 JB0051
 JB0051                          STATION DESCRIPTION
 JB0051
 JB0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0051'AT OLNEY.
 JB0051'AT OLNEY, AT THE BALTIMORE AND OHIO RAILROAD STATION, IN THE
 JB0051'SOUTHEAST QUARTER OF THE CROSSING OF THE B. AND O. RR AND THE
 JB0051'ILLINOIS CENTRAL RAILROAD, 142 FEET SOUTHWEST OF SOUTHWEST CORNER
 JB0051'OF THE STATION, 71 FEET SOUTHEAST OF SOUTHEAST CORNER OF A SWITCH
 JB0051'TOWER, 34.5 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK OF B. AND O.
 JB0051'RR, 17 FEET EAST OF EAST RAIL OF I.C. RR, 6.5 FEET NORTH OF A
 JB0051'POWER POLE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JB0051'LEVEL WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 JB0051'ABOUT 2 INCHES UNDERGROUND.
 JB0051
 JB0051                          STATION RECOVERY (1986)
 JB0051
 JB0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0051'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN OLNEY, AT
 JB0051'THE INTERSECTION OF WHITTLE AVENUE AND THE CHESSIE SYSTEM RAILROAD,
 JB0051'99.2 M (325.5 FT) EAST OF THE CENTERLINE OF THE AVENUE, 10.5 M (34.4
 JB0051'FT) SOUTH OF THE NEAR RAIL, 5.2 M (17.1 FT) EAST OF THE NEAR RAIL OF
 JB0051'THE ILLINOIS CENTRAL RAILROAD, AND 2.0 M (6.6 FT) NORTH OF A UTILITY
 JB0051'POLE.
 JB0051'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JB0051'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1901 ***********************************************************************
 LB1901  DESIGNATION -  A 92
 LB1901  PID         -  LB1901
 LB1901  STATE/COUNTY-  IL/VERMILION
 LB1901  USGS QUAD   -  DANVILLE NE (1978)
 LB1901
 LB1901                         *CURRENT SURVEY CONTROL
 LB1901  ___________________________________________________________________
 LB1901* NAD 83(1986)-  40 08 17.     (N)    087 34 50.     (W)     SCALED    
 LB1901* NAVD 88     -       195.313  (meters)     640.79   (feet)  ADJUSTED  
 LB1901  ___________________________________________________________________
 LB1901  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LB1901  DYNAMIC HT  -         195.215 (meters)     640.47  (feet)  COMP
 LB1901  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 LB1901
 LB1901  VERT ORDER  -  SECOND    CLASS 0
 LB1901
 LB1901.The horizontal coordinates were scaled from a topographic map and have
 LB1901.an estimated accuracy of +/- 6 seconds.
 LB1901
 LB1901.The orthometric height was determined by differential leveling
 LB1901.and adjusted by the National Geodetic Survey in June 1991..
 LB1901
 LB1901.The geoid height was determined by GEOID03.
 LB1901
 LB1901.The dynamic height is computed by dividing the NAVD 88
 LB1901.geopotential number by the normal gravity value computed on the
 LB1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1901.degrees latitude (g = 980.6199 gals.).
 LB1901
 LB1901.The modeled gravity was interpolated from observed gravity values.
 LB1901
 LB1901;                    North         East    Units  Estimated Accuracy
 LB1901;SPC IL E     -   385,600.      364,150.      MT  (+/- 180 meters Scaled)
 LB1901
 LB1901                          SUPERSEDED SURVEY CONTROL
 LB1901
 LB1901  NGVD 29 (??/??/92)  195.355  (m)          640.93   (f) ADJ UNCH    2 0
 LB1901
 LB1901.Superseded values are not recommended for survey control.
 LB1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1901.See file dsdata.txt to determine how the superseded data were derived.
 LB1901
 LB1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK505432(NAD 83)
 LB1901_MARKER: DB = BENCH MARK DISK
 LB1901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1901_SP_SET: SIGNAL CONTROL BASE
 LB1901_STAMPING: A 92 1938
 LB1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1901
 LB1901  HISTORY     - Date     Condition        Report By
 LB1901  HISTORY     - 1938     MONUMENTED       CGS
 LB1901  HISTORY     - 1966     MARK NOT FOUND   NGS
 LB1901
 LB1901                          STATION DESCRIPTION
 LB1901
 LB1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 LB1901'1.8 MI SE FROM DANVILLE.
 LB1901'1.8 MILES SOUTHEAST ALONG THE CHICAGO AND EASTERN ILLINOIS
 LB1901'RAILWAY FROM THE STATION AT DANVILLE, VERMILION COUNTY, 25 YARDS
 LB1901'WEST OF MILEPOST 125, AT THE NORTHEAST CORNER OF THE C. AND E.
 LB1901'I. RY. SHOP YARDS, IN THE SOUTHWEST CORNER OF THE CONCRETE BASE
 LB1901'OF SIGNAL CONTROL 125.0, AND 12 YARDS SOUTH OF THE SOUTH RAIL.
 LB1901'A STANDARD DISK, STAMPED A 92 1938.
 LB1901
 LB1901                          STATION RECOVERY (1966)
 LB1901
 LB1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LB1901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0725 ***********************************************************************
 KB0725  DESIGNATION -  A 93
 KB0725  PID         -  KB0725
 KB0725  STATE/COUNTY-  IL/CHRISTIAN
 KB0725  USGS QUAD   -  OWANECO (1982)
 KB0725
 KB0725                         *CURRENT SURVEY CONTROL
 KB0725  ___________________________________________________________________
 KB0725* NAD 83(1986)-  39 23 15.     (N)    089 08 04.     (W)     SCALED    
 KB0725* NAVD 88     -       214.798  (meters)     704.72   (feet)  ADJUSTED  
 KB0725  ___________________________________________________________________
 KB0725  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KB0725  DYNAMIC HT  -         214.670 (meters)     704.30  (feet)  COMP
 KB0725  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 KB0725
 KB0725  VERT ORDER  -  SECOND    CLASS 0
 KB0725
 KB0725.The horizontal coordinates were scaled from a topographic map and have
 KB0725.an estimated accuracy of +/- 6 seconds.
 KB0725
 KB0725.The orthometric height was determined by differential leveling
 KB0725.and adjusted by the National Geodetic Survey in June 1991..
 KB0725
 KB0725.The geoid height was determined by GEOID03.
 KB0725
 KB0725.The dynamic height is computed by dividing the NAVD 88
 KB0725.geopotential number by the normal gravity value computed on the
 KB0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0725.degrees latitude (g = 980.6199 gals.).
 KB0725
 KB0725.The modeled gravity was interpolated from observed gravity values.
 KB0725
 KB0725;                    North         East    Units  Estimated Accuracy
 KB0725;SPC IL W     -   302,500.      788,920.      MT  (+/- 180 meters Scaled)
 KB0725
 KB0725                          SUPERSEDED SURVEY CONTROL
 KB0725
 KB0725  NGVD 29 (??/??/92)  214.882  (m)          704.99   (f) ADJ UNCH    2 0
 KB0725
 KB0725.Superseded values are not recommended for survey control.
 KB0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0725.See file dsdata.txt to determine how the superseded data were derived.
 KB0725
 KB0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ161619(NAD 83)
 KB0725_MARKER: DB = BENCH MARK DISK
 KB0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0725_STAMPING: A 93 1935
 KB0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0725+STABILITY: SURFACE MOTION
 KB0725
 KB0725  HISTORY     - Date     Condition        Report By
 KB0725  HISTORY     - 1935     MONUMENTED       CGS
 KB0725
 KB0725                          STATION DESCRIPTION
 KB0725
 KB0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0725'2.8 MI W FROM PANA.
 KB0725'2.8 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ST.
 KB0725'LOUIS RAILWAY FROM THE STATION AT PANA, CHRISTIAN COUNTY, 16
 KB0725'RAILS NORTHEAST OF MILEPOST 170, 25 FEET SOUTHEAST OF THE
 KB0725'SOUTHEAST RAIL, AND 38 FEET NORTHWEST OF THE CENTERLINE OF STATE
 KB0725'HIGHWAY 16.  A STANDARD DISK, STAMPED A 93 1935 AND SET IN
 KB0725'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0827 ***********************************************************************
 KB0827  DESIGNATION -  A 94
 KB0827  PID         -  KB0827
 KB0827  STATE/COUNTY-  IL/MONTGOMERY
 KB0827  USGS QUAD   -  LITCHFIELD (1974)
 KB0827
 KB0827                         *CURRENT SURVEY CONTROL
 KB0827  ___________________________________________________________________
 KB0827* NAD 83(1986)-  39 10 37.     (N)    089 39 13.     (W)     SCALED    
 KB0827* NAVD 88     -       212.119  (meters)     695.93   (feet)  ADJUSTED  
 KB0827  ___________________________________________________________________
 KB0827  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KB0827  DYNAMIC HT  -         211.997 (meters)     695.53  (feet)  COMP
 KB0827  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 KB0827
 KB0827  VERT ORDER  -  SECOND    CLASS 0
 KB0827
 KB0827.The horizontal coordinates were scaled from a topographic map and have
 KB0827.an estimated accuracy of +/- 6 seconds.
 KB0827
 KB0827.The orthometric height was determined by differential leveling
 KB0827.and adjusted by the National Geodetic Survey in June 1991..
 KB0827
 KB0827.The geoid height was determined by GEOID03.
 KB0827
 KB0827.The dynamic height is computed by dividing the NAVD 88
 KB0827.geopotential number by the normal gravity value computed on the
 KB0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0827.degrees latitude (g = 980.6199 gals.).
 KB0827
 KB0827.The modeled gravity was interpolated from observed gravity values.
 KB0827
 KB0827;                    North         East    Units  Estimated Accuracy
 KB0827;SPC IL W     -   278,740.      744,330.      MT  (+/- 180 meters Scaled)
 KB0827
 KB0827                          SUPERSEDED SURVEY CONTROL
 KB0827
 KB0827  NGVD 29 (??/??/92)  212.244  (m)          696.34   (f) ADJ UNCH    2 0
 KB0827
 KB0827.Superseded values are not recommended for survey control.
 KB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0827.See file dsdata.txt to determine how the superseded data were derived.
 KB0827
 KB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ707397(NAD 83)
 KB0827_MARKER: DB = BENCH MARK DISK
 KB0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0827_SP_SET: BUILDING
 KB0827_STAMPING: A 94 1935
 KB0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0827
 KB0827  HISTORY     - Date     Condition        Report By
 KB0827  HISTORY     - 1935     MONUMENTED       CGS
 KB0827  HISTORY     - 1960     GOOD             NGS
 KB0827
 KB0827                          STATION DESCRIPTION
 KB0827
 KB0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0827'AT LITCHFIELD.
 KB0827'SET VERTICALLY IN THE SOUTH SIDE OF THE STEPS AT THE WEST
 KB0827'ENTRANCE OF THE POST OFFICE IN LITCHFIELD, 15 FEET SOUTH OF THE
 KB0827'CENTER OF THE STEPS, 3 FEET ABOVE THE LEVEL OF THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0148 ***********************************************************************
 JC0148  DESIGNATION -  A 95
 JC0148  PID         -  JC0148
 JC0148  STATE/COUNTY-  IL/MADISON
 JC0148  USGS QUAD   -  WOOD RIVER (1994)
 JC0148
 JC0148                         *CURRENT SURVEY CONTROL
 JC0148  ___________________________________________________________________
 JC0148* NAD 83(1986)-  38 46 42.     (N)    090 03 59.     (W)     SCALED    
 JC0148* NAVD 88     -       130.301  (meters)     427.50   (feet)  ADJUSTED  
 JC0148  ___________________________________________________________________
 JC0148  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC0148  DYNAMIC HT  -         130.220 (meters)     427.23  (feet)  COMP
 JC0148  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 JC0148
 JC0148  VERT ORDER  -  SECOND    CLASS 0
 JC0148
 JC0148.The horizontal coordinates were scaled from a topographic map and have
 JC0148.an estimated accuracy of +/- 6 seconds.
 JC0148
 JC0148.The orthometric height was determined by differential leveling
 JC0148.and adjusted by the National Geodetic Survey in June 1991..
 JC0148
 JC0148.The geoid height was determined by GEOID03.
 JC0148
 JC0148.The dynamic height is computed by dividing the NAVD 88
 JC0148.geopotential number by the normal gravity value computed on the
 JC0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0148.degrees latitude (g = 980.6199 gals.).
 JC0148
 JC0148.The modeled gravity was interpolated from observed gravity values.
 JC0148
 JC0148;                    North         East    Units  Estimated Accuracy
 JC0148;SPC IL W     -   234,370.      708,710.      MT  (+/- 180 meters Scaled)
 JC0148
 JC0148                          SUPERSEDED SURVEY CONTROL
 JC0148
 JC0148  NGVD 29 (??/??/92)  130.421  (m)          427.89   (f) ADJ UNCH    2 0
 JC0148
 JC0148.Superseded values are not recommended for survey control.
 JC0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0148.See file dsdata.txt to determine how the superseded data were derived.
 JC0148
 JC0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC548962(NAD 83)
 JC0148_MARKER: DB = BENCH MARK DISK
 JC0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0148_STAMPING: A 95 1935
 JC0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0148+STABILITY: SURFACE MOTION
 JC0148
 JC0148  HISTORY     - Date     Condition        Report By
 JC0148  HISTORY     - 1935     MONUMENTED       CGS
 JC0148  HISTORY     - 1944     GOOD             NGS
 JC0148
 JC0148                          STATION DESCRIPTION
 JC0148
 JC0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 JC0148'AT POAG.
 JC0148'1.9 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0148'POAG, MADISON COUNTY, 2-1/2 RAILS SOUTH OF MILEPOST 473, 49
 JC0148'FEET EAST OF THE CENTERLINE OF THE TRACK, 70 FEET WEST OF THE
 JC0148'CENTERLINE OF A ROAD, AND ON AN ABANDONED ROADBED.  A STANDARD
 JC0148'DISK, STAMPED A 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0954 ***********************************************************************
 KB0954  DESIGNATION -  A 96
 KB0954  PID         -  KB0954
 KB0954  STATE/COUNTY-  IL/MACOUPIN
 KB0954  USGS QUAD   -  VIRDEN NORTH (1983)
 KB0954
 KB0954                         *CURRENT SURVEY CONTROL
 KB0954  ___________________________________________________________________
 KB0954* NAD 83(1986)-  39 30 00.     (N)    089 45 52.     (W)     SCALED    
 KB0954* NAVD 88     -       206.148  (meters)     676.34   (feet)  ADJUSTED  
 KB0954  ___________________________________________________________________
 KB0954  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KB0954  DYNAMIC HT  -         206.033 (meters)     675.96  (feet)  COMP
 KB0954  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 KB0954
 KB0954  VERT ORDER  -  SECOND    CLASS 0
 KB0954
 KB0954.The horizontal coordinates were scaled from a topographic map and have
 KB0954.an estimated accuracy of +/- 6 seconds.
 KB0954
 KB0954.The orthometric height was determined by differential leveling
 KB0954.and adjusted by the National Geodetic Survey in June 1991..
 KB0954
 KB0954.The geoid height was determined by GEOID03.
 KB0954
 KB0954.The dynamic height is computed by dividing the NAVD 88
 KB0954.geopotential number by the normal gravity value computed on the
 KB0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0954.degrees latitude (g = 980.6199 gals.).
 KB0954
 KB0954.The modeled gravity was interpolated from observed gravity values.
 KB0954
 KB0954;                    North         East    Units  Estimated Accuracy
 KB0954;SPC IL W     -   314,550.      734,600.      MT  (+/- 180 meters Scaled)
 KB0954
 KB0954                          SUPERSEDED SURVEY CONTROL
 KB0954
 KB0954  NGVD 29 (??/??/92)  206.264  (m)          676.72   (f) ADJ UNCH    2 0
 KB0954
 KB0954.Superseded values are not recommended for survey control.
 KB0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0954.See file dsdata.txt to determine how the superseded data were derived.
 KB0954
 KB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ622759(NAD 83)
 KB0954_MARKER: DB = BENCH MARK DISK
 KB0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0954_STAMPING: A 96 1935
 KB0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0954+STABILITY: SURFACE MOTION
 KB0954
 KB0954  HISTORY     - Date     Condition        Report By
 KB0954  HISTORY     - 1935     MONUMENTED       USGS
 KB0954  HISTORY     - 1960     GOOD             NGS
 KB0954
 KB0954                          STATION DESCRIPTION
 KB0954
 KB0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0954'AT VIRDEN.
 KB0954'AT VIRDEN AT THE GULF MOBILE AND OHIO RAILROAD STATION, 12.5
 KB0954'FEET SOUTH OF THE SOUTH EAST CORNER OF THE STATION, 16.5 FEET WEST
 KB0954'OF THE WEST RAIL OF THE SOUTH BOUND TRACK, 1.5 FEET EAST OF A
 KB0954'TELEGRAPH POLE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF
 KB0954'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1054 ***********************************************************************
 HB1054  DESIGNATION -  A 97
 HB1054  PID         -  HB1054
 HB1054  STATE/COUNTY-  IL/RANDOLPH
 HB1054  USGS QUAD   -  CHESTER (1993)
 HB1054
 HB1054                         *CURRENT SURVEY CONTROL
 HB1054  ___________________________________________________________________
 HB1054* NAD 83(1986)-  37 54 07.     (N)    089 49 50.     (W)     SCALED    
 HB1054* NAVD 88     -       114.133  (meters)     374.45   (feet)  ADJUSTED  
 HB1054  ___________________________________________________________________
 HB1054  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HB1054  DYNAMIC HT  -         114.055 (meters)     374.20  (feet)  COMP
 HB1054  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 HB1054
 HB1054  VERT ORDER  -  SECOND    CLASS 0
 HB1054
 HB1054.The horizontal coordinates were scaled from a topographic map and have
 HB1054.an estimated accuracy of +/- 6 seconds.
 HB1054
 HB1054.The orthometric height was determined by differential leveling
 HB1054.and adjusted by the National Geodetic Survey in June 1991..
 HB1054
 HB1054.The geoid height was determined by GEOID03.
 HB1054
 HB1054.The dynamic height is computed by dividing the NAVD 88
 HB1054.geopotential number by the normal gravity value computed on the
 HB1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1054.degrees latitude (g = 980.6199 gals.).
 HB1054
 HB1054.The modeled gravity was interpolated from observed gravity values.
 HB1054
 HB1054;                    North         East    Units  Estimated Accuracy
 HB1054;SPC IL W     -   137,140.      729,560.      MT  (+/- 180 meters Scaled)
 HB1054
 HB1054                          SUPERSEDED SURVEY CONTROL
 HB1054
 HB1054  NGVD 29 (??/??/??)  114.230  (m)          374.77   (f) ADJUSTED    2 0
 HB1054
 HB1054.Superseded values are not recommended for survey control.
 HB1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1054.See file dsdata.txt to determine how the superseded data were derived.
 HB1054
 HB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG511987(NAD 83)
 HB1054_MARKER: DB = BENCH MARK DISK
 HB1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1054_STAMPING: A 97 1935
 HB1054_PROJECTION: FLUSH
 HB1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1054+STABILITY: SURFACE MOTION
 HB1054
 HB1054  HISTORY     - Date     Condition        Report By
 HB1054  HISTORY     - 1935     MONUMENTED       CGS
 HB1054  HISTORY     - 1959     GOOD             CGS
 HB1054  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB1054
 HB1054                          STATION DESCRIPTION
 HB1054
 HB1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HB1054'AT CHESTER.
 HB1054'AT CHESTER, RANDOLPH COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HB1054'600 FEET NORTH OF THE STATION, 15 FEET NORTHEAST OF THE NORTHEAST
 HB1054'CORNER OF THE ILLINOIS STATE PRISON PUMPHOUSE, 15 FEET WEST OF THE
 HB1054'TRACK, 25 FEET EAST OF THE WATER EDGE OF MISSISSIPPI RIVER, AND 40
 HB1054'FEET HIGHER THAN THE AVERAGE RIVER STAGE.  A STANDARD DISK, STAMPED
 HB1054'A 97 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATION
 HB1054'AT CHESTER HAS BEEN REBUILT ABOUT 0.6 MILE SOUTH OF ITS FORMER
 HB1054'LOCATION.
 HB1054
 HB1054                          STATION RECOVERY (1981)
 HB1054
 HB1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1054'NOT RECOVERED AT THIS TIME, ASSUMED DESTROYED DUE TO CONSTRUCTION OF
 HB1054'NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1072 ***********************************************************************
 HB1072  DESIGNATION -  A 98
 HB1072  PID         -  HB1072
 HB1072  STATE/COUNTY-  IL/RANDOLPH
 HB1072  USGS QUAD   -  ROCKWOOD (1994)
 HB1072
 HB1072                         *CURRENT SURVEY CONTROL
 HB1072  ___________________________________________________________________
 HB1072* NAD 83(1986)-  37 50 00.     (N)    089 41 19.     (W)     SCALED    
 HB1072* NAVD 88     -       113.173  (meters)     371.30   (feet)  ADJUSTED  
 HB1072  ___________________________________________________________________
 HB1072  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HB1072  DYNAMIC HT  -         113.094 (meters)     371.04  (feet)  COMP
 HB1072  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 HB1072
 HB1072  VERT ORDER  -  SECOND    CLASS 0
 HB1072
 HB1072.The horizontal coordinates were scaled from a topographic map and have
 HB1072.an estimated accuracy of +/- 6 seconds.
 HB1072
 HB1072.The orthometric height was determined by differential leveling
 HB1072.and adjusted by the National Geodetic Survey in June 1991..
 HB1072
 HB1072.The geoid height was determined by GEOID03.
 HB1072
 HB1072.The dynamic height is computed by dividing the NAVD 88
 HB1072.geopotential number by the normal gravity value computed on the
 HB1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1072.degrees latitude (g = 980.6199 gals.).
 HB1072
 HB1072.The modeled gravity was interpolated from observed gravity values.
 HB1072
 HB1072;                    North         East    Units  Estimated Accuracy
 HB1072;SPC IL W     -   129,580.      742,080.      MT  (+/- 180 meters Scaled)
 HB1072
 HB1072                          SUPERSEDED SURVEY CONTROL
 HB1072
 HB1072  NGVD 29 (??/??/??)  113.272  (m)          371.63   (f) ADJUSTED    2 0
 HB1072
 HB1072.Superseded values are not recommended for survey control.
 HB1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1072.See file dsdata.txt to determine how the superseded data were derived.
 HB1072
 HB1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG633907(NAD 83)
 HB1072_MARKER: DB = BENCH MARK DISK
 HB1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1072_STAMPING: A 98 1935
 HB1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1072+STABILITY: SURFACE MOTION
 HB1072
 HB1072  HISTORY     - Date     Condition        Report By
 HB1072  HISTORY     - 1935     MONUMENTED       CGS
 HB1072  HISTORY     - 1966     MARK NOT FOUND   USGS
 HB1072
 HB1072                          STATION DESCRIPTION
 HB1072
 HB1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1072'AT ROCKWOOD.
 HB1072'AT ROCKWOOD, RANDOLPH COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HB1072'325 FEET SOUTH OF THE STATION, AT POLE 70/19, 39 FEET EAST OF THE
 HB1072'CENTERLINE OF THE TRACK, AND 40 FEET WEST OF A ROAD LEADING TO
 HB1072'STATE HIGHWAY 150.  A STANDARD DISK, STAMPED A 98 1935 AND SET IN
 HB1072'THE TOP OF A CONCRETE POST.
 HB1072
 HB1072                          STATION RECOVERY (1966)
 HB1072
 HB1072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HB1072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1109 ***********************************************************************
 JB1109  DESIGNATION -  A 99
 JB1109  PID         -  JB1109
 JB1109  STATE/COUNTY-  IL/PERRY
 JB1109  USGS QUAD   -  PYATTS (1982)
 JB1109
 JB1109                         *CURRENT SURVEY CONTROL
 JB1109  ___________________________________________________________________
 JB1109* NAD 83(1986)-  38 01 47.     (N)    089 16 26.     (W)     SCALED    
 JB1109* NAVD 88     -       136.864  (meters)     449.03   (feet)  ADJUSTED  
 JB1109  ___________________________________________________________________
 JB1109  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 JB1109  DYNAMIC HT  -         136.774 (meters)     448.73  (feet)  COMP
 JB1109  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 JB1109
 JB1109  VERT ORDER  -  SECOND    CLASS 0
 JB1109
 JB1109.The horizontal coordinates were scaled from a topographic map and have
 JB1109.an estimated accuracy of +/- 6 seconds.
 JB1109
 JB1109.The orthometric height was determined by differential leveling
 JB1109.and adjusted by the National Geodetic Survey in June 1991..
 JB1109
 JB1109.The geoid height was determined by GEOID03.
 JB1109
 JB1109.The dynamic height is computed by dividing the NAVD 88
 JB1109.geopotential number by the normal gravity value computed on the
 JB1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1109.degrees latitude (g = 980.6199 gals.).
 JB1109
 JB1109.The modeled gravity was interpolated from observed gravity values.
 JB1109
 JB1109;                    North         East    Units  Estimated Accuracy
 JB1109;SPC IL W     -   151,650.      778,380.      MT  (+/- 180 meters Scaled)
 JB1109
 JB1109                          SUPERSEDED SURVEY CONTROL
 JB1109
 JB1109  NGVD 29 (??/??/92)  136.961  (m)          449.35   (f) ADJ UNCH    2 0
 JB1109
 JB1109.Superseded values are not recommended for survey control.
 JB1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1109.See file dsdata.txt to determine how the superseded data were derived.
 JB1109
 JB1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH004115(NAD 83)
 JB1109_MARKER: DB = BENCH MARK DISK
 JB1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1109_STAMPING: A 99 1935
 JB1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1109+STABILITY: SURFACE MOTION
 JB1109
 JB1109  HISTORY     - Date     Condition        Report By
 JB1109  HISTORY     - 1935     MONUMENTED       CGS
 JB1109
 JB1109                          STATION DESCRIPTION
 JB1109
 JB1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1109'3 MI W FROM DU QUOIN.
 JB1109'3.0 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1109'STATION AT DU QUOIN, PERRY COUNTY, 280 FEET WEST OF MILEPOST
 JB1109'E 53, 84 FEET WEST OF A ROAD CROSSING, AND 50 FEET NORTH OF THE
 JB1109'TRACK.  A STANDARD DISK, STAMPED A 99 1935 AND SET IN THE TOP OF
 JB1109'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0776 ***********************************************************************
 HB0776  DESIGNATION -  A RESET
 HB0776  PID         -  HB0776
 HB0776  STATE/COUNTY-  IL/ALEXANDER
 HB0776  USGS QUAD   -  CAIRO (1993)
 HB0776
 HB0776                         *CURRENT SURVEY CONTROL
 HB0776  ___________________________________________________________________
 HB0776* NAD 83(1986)-  37 04 38.     (N)    089 14 40.     (W)     SCALED    
 HB0776* NAVD 88     -        95.75   (+/-2cm)     314.1    (feet)  VERTCON   
 HB0776  ___________________________________________________________________
 HB0776  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HB0776
 HB0776  VERT ORDER  -  ? (See Below)
 HB0776
 HB0776.The horizontal coordinates were scaled from a topographic map and have
 HB0776.an estimated accuracy of +/- 6 seconds.
 HB0776
 HB0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0776.The vertical order pertains to the NGVD 29 superseded value.
 HB0776
 HB0776.The geoid height was determined by GEOID03.
 HB0776
 HB0776;                    North         East    Units  Estimated Accuracy
 HB0776;SPC IL W     -    45,960.      782,000.      MT  (+/- 180 meters Scaled)
 HB0776
 HB0776                          SUPERSEDED SURVEY CONTROL
 HB0776
 HB0776  NGVD 29 (??/??/??)   95.646  (m)          313.80   (f) ADJUSTED    ?  
 HB0776
 HB0776.Superseded values are not recommended for survey control.
 HB0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0776.See file dsdata.txt to determine how the superseded data were derived.
 HB0776
 HB0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG004057(NAD 83)
 HB0776_MARKER: B = BOLT
 HB0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0776_SP_SET: CONCRETE BLOCK
 HB0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0776
 HB0776  HISTORY     - Date     Condition        Report By
 HB0776  HISTORY     - 1956     MONUMENTED       DOD
 HB0776  HISTORY     - 1956     GOOD             CGS
 HB0776
 HB0776                          STATION DESCRIPTION
 HB0776
 HB0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HB0776'4.5 MI W FROM CAIRO.
 HB0776'4.5 MILES WEST ALONG STATE HIGHWAY 3 FROM ITS JUNCTION WITH U.S.
 HB0776'HIGHWAY 51 IN CAIRO, ALEXANDER COUNTY, 2.0 MILES SOUTHEAST ALONG
 HB0776'STATE HIGHWAY 3 FROM THE GULF, MOBILE AND OHIO RAILROAD STATION AT
 HB0776'CACHE, 266 FEET SOUTHEAST OF BENCH MARK Z 115 RESET 1956, DESCRIBED
 HB0776'BELOW, 250 FEET SOUTHEAST OF A ROAD CROSSING, 200 FEET SOUTHEAST
 HB0776'OF A GRAVEL ROAD, 65 FEET NORTHEAST OF THE CENTERLINE OF THE
 HB0776'HIGHWAY, AND NEAR A CONCRETE WITNESS POST PAINTED YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1155 ***********************************************************************
 LC1155  DESIGNATION -  A W E RM 2
 LC1155  PID         -  LC1155
 LC1155  STATE/COUNTY-  IL/LOGAN
 LC1155  USGS QUAD   -  LINCOLN WEST (1996)
 LC1155
 LC1155                         *CURRENT SURVEY CONTROL
 LC1155  ___________________________________________________________________
 LC1155* NAD 83(1986)-  40 09 28.     (N)    089 23 06.     (W)     SCALED    
 LC1155* NAVD 88     -       177.694  (meters)     582.98   (feet)  ADJUSTED  
 LC1155  ___________________________________________________________________
 LC1155  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LC1155  DYNAMIC HT  -         177.603 (meters)     582.69  (feet)  COMP
 LC1155  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 LC1155
 LC1155  VERT ORDER  -  SECOND    CLASS 0
 LC1155
 LC1155.The horizontal coordinates were scaled from a topographic map and have
 LC1155.an estimated accuracy of +/- 6 seconds.
 LC1155
 LC1155.The orthometric height was determined by differential leveling
 LC1155.and adjusted by the National Geodetic Survey in June 1991..
 LC1155
 LC1155.The geoid height was determined by GEOID03.
 LC1155
 LC1155.The dynamic height is computed by dividing the NAVD 88
 LC1155.geopotential number by the normal gravity value computed on the
 LC1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1155.degrees latitude (g = 980.6199 gals.).
 LC1155
 LC1155.The modeled gravity was interpolated from observed gravity values.
 LC1155
 LC1155;                    North         East    Units  Estimated Accuracy
 LC1155;SPC IL W     -   387,800.      766,590.      MT  (+/- 180 meters Scaled)
 LC1155
 LC1155                          SUPERSEDED SURVEY CONTROL
 LC1155
 LC1155  NGVD 29 (??/??/92)  177.780  (m)          583.27   (f) ADJ UNCH    2 0
 LC1155
 LC1155.Superseded values are not recommended for survey control.
 LC1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1155.See file dsdata.txt to determine how the superseded data were derived.
 LC1155
 LC1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK968479(NAD 83)
 LC1155_MARKER: DR = REFERENCE MARK DISK
 LC1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1155_STAMPING: A W E NO 2 1934
 LC1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1155+STABILITY: SURFACE MOTION
 LC1155
 LC1155  HISTORY     - Date     Condition        Report By
 LC1155  HISTORY     - 1934     MONUMENTED       CGS
 LC1155
 LC1155                          STATION DESCRIPTION
 LC1155
 LC1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1155'AT LINCOLN.
 LC1155'AT LINCOLN, LOGAN COUNTY, ON STATE HIGHWAY 10, 51 YARDS SOUTHEAST
 LC1155'OF TRIANGULATION-STATION A W E 1934, 122 YARDS EAST OF THE CENTER
 LC1155'OF THE CROSSING OF STATE HIGHWAY 121, 31 FEET NORTH OF THE
 LC1155'CENTERLINE OF STATE HIGHWAY 10, AND ABOUT ONE FOOT NORTH OF THE
 LC1155'FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED A W E NO 2 1934
 LC1155'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1017 ***********************************************************************
 MF1017  DESIGNATION -  ABBOTT RM 1
 MF1017  PID         -  MF1017
 MF1017  STATE/COUNTY-  IL/BUREAU
 MF1017  USGS QUAD   -  MINERAL (1983)
 MF1017
 MF1017                         *CURRENT SURVEY CONTROL
 MF1017  ___________________________________________________________________
 MF1017* NAD 83(1986)-  41 22 50.     (N)    089 47 58.     (W)     SCALED    
 MF1017* NAVD 88     -       191.320  (meters)     627.69   (feet)  ADJUSTED  
 MF1017  ___________________________________________________________________
 MF1017  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1017  DYNAMIC HT  -         191.243 (meters)     627.44  (feet)  COMP
 MF1017  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 MF1017
 MF1017  VERT ORDER  -  SECOND    CLASS 0
 MF1017
 MF1017.The horizontal coordinates were scaled from a topographic map and have
 MF1017.an estimated accuracy of +/- 6 seconds.
 MF1017
 MF1017.The orthometric height was determined by differential leveling
 MF1017.and adjusted by the National Geodetic Survey in June 1991..
 MF1017
 MF1017.The geoid height was determined by GEOID03.
 MF1017
 MF1017.The dynamic height is computed by dividing the NAVD 88
 MF1017.geopotential number by the normal gravity value computed on the
 MF1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1017.degrees latitude (g = 980.6199 gals.).
 MF1017
 MF1017.The modeled gravity was interpolated from observed gravity values.
 MF1017
 MF1017;                    North         East    Units  Estimated Accuracy
 MF1017;SPC IL W     -   523,350.      730,720.      MT  (+/- 180 meters Scaled)
 MF1017
 MF1017                          SUPERSEDED SURVEY CONTROL
 MF1017
 MF1017  NGVD 29 (??/??/92)  191.398  (m)          627.94   (f) ADJ UNCH    2 0
 MF1017
 MF1017.Superseded values are not recommended for survey control.
 MF1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1017.See file dsdata.txt to determine how the superseded data were derived.
 MF1017
 MF1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL659847(NAD 83)
 MF1017_MARKER: DR = REFERENCE MARK DISK
 MF1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1017_STAMPING: ABBOTT NO 1 1958
 MF1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1017+STABILITY: SURFACE MOTION
 MF1017
 MF1017  HISTORY     - Date     Condition        Report By
 MF1017  HISTORY     - 1958     MONUMENTED       CGS
 MF1017  HISTORY     - 1959     GOOD             NGS
 MF1017  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF1017  HISTORY     - 19951230 MARK NOT FOUND   USPSQD
 MF1017  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF1017
 MF1017                          STATION DESCRIPTION
 MF1017
 MF1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1017'2.6 MI E FROM MINERAL.
 MF1017'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, ROCK
 MF1017'ISLAND AND PACIFIC RAILWAY STATION AT MINERAL, THENCE 0.45 MILES
 MF1017'NORTH ALONG BLACKTOP ROAD, ABOUT 3 1/2 POWER POLES SOUTH OF A
 MF1017'DRIVEWAY WEST TO A FARM HOUSE, 30.5 FEET WEST OF THE CENTER LINE
 MF1017'OF THE ROAD, 143 FEET SOUTH OF A TELEPHONE POLE, 183 FEET
 MF1017'SOUTH-SOUTHWEST OF POWER POLE WHICH IS THE THIRD POLE SOUTH OF FARM
 MF1017'HOUSE WEST OF THE ROAD, 1 FOOT EAST OF FENCE LINE, 83.1 FEET
 MF1017'WEST-SOUTHWEST OF TRIANGULATION STATION ABBOTT, 80.9 FEET
 MF1017'WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 MF1017'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF1017'3 INCHES.
 MF1017
 MF1017                          STATION RECOVERY (1979)
 MF1017
 MF1017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF1017'MARK NOT FOUND.
 MF1017
 MF1017                          STATION RECOVERY (1995)
 MF1017
 MF1017'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1017'MARK NOT FOUND.
 MF1017
 MF1017                          STATION RECOVERY (2001)
 MF1017
 MF1017'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1015 ***********************************************************************
 MF1015  DESIGNATION -  ABBOTT RM 2
 MF1015  PID         -  MF1015
 MF1015  STATE/COUNTY-  IL/BUREAU
 MF1015  USGS QUAD   -  MINERAL (1983)
 MF1015
 MF1015                         *CURRENT SURVEY CONTROL
 MF1015  ___________________________________________________________________
 MF1015* NAD 83(1986)-  41 22 50.     (N)    089 47 58.     (W)     SCALED    
 MF1015* NAVD 88     -       191.408  (meters)     627.98   (feet)  ADJUSTED  
 MF1015  ___________________________________________________________________
 MF1015  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1015  DYNAMIC HT  -         191.330 (meters)     627.72  (feet)  COMP
 MF1015  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 MF1015
 MF1015  VERT ORDER  -  SECOND    CLASS 0
 MF1015
 MF1015.The horizontal coordinates were scaled from a topographic map and have
 MF1015.an estimated accuracy of +/- 6 seconds.
 MF1015
 MF1015.The orthometric height was determined by differential leveling
 MF1015.and adjusted by the National Geodetic Survey in June 1991..
 MF1015
 MF1015.The geoid height was determined by GEOID03.
 MF1015
 MF1015.The dynamic height is computed by dividing the NAVD 88
 MF1015.geopotential number by the normal gravity value computed on the
 MF1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1015.degrees latitude (g = 980.6199 gals.).
 MF1015
 MF1015.The modeled gravity was interpolated from observed gravity values.
 MF1015
 MF1015;                    North         East    Units  Estimated Accuracy
 MF1015;SPC IL W     -   523,350.      730,720.      MT  (+/- 180 meters Scaled)
 MF1015
 MF1015                          SUPERSEDED SURVEY CONTROL
 MF1015
 MF1015  NGVD 29 (??/??/92)  191.485  (m)          628.23   (f) ADJ UNCH    2 0
 MF1015
 MF1015.Superseded values are not recommended for survey control.
 MF1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1015.See file dsdata.txt to determine how the superseded data were derived.
 MF1015
 MF1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL659847(NAD 83)
 MF1015_MARKER: DR = REFERENCE MARK DISK
 MF1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1015_STAMPING: ABBOTT NO 2 1958
 MF1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1015+STABILITY: SURFACE MOTION
 MF1015
 MF1015  HISTORY     - Date     Condition        Report By
 MF1015  HISTORY     - 1958     MONUMENTED       CGS
 MF1015  HISTORY     - 1959     GOOD             NGS
 MF1015  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF1015  HISTORY     - 19951230 MARK NOT FOUND   USPSQD
 MF1015  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF1015
 MF1015                          STATION DESCRIPTION
 MF1015
 MF1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1015'2.6 MI E FROM MINERAL.
 MF1015'ABOUT 2.1 MILES EAST ALONG U.S. HGIHWAY 6 FROM THE CHICAGO,
 MF1015'ROCK ISLAND AND PACIFIC RAILWAY STATION AT MINERAL, THENCE 0.45
 MF1015'MILES NORTH ALONG A BLACKTOP ROAD, ABOUT 3 1/2 POWER POLE SOUTH
 MF1015'OF A DRIVEWAY WEST TO A FARM HOUSE, 31.5 FEET WEST OF THE CENTER
 MF1015'LINE OF THE ROAD, 54.8 FEET SOUTH OF TELEPHONE POLE, 105.5
 MF1015'FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE THIRD POWER POLE
 MF1015'SOUTH OF A FARM HOUSE WEST OF THE ROAD, 1 FOOT EAST OF FENCE LINE,
 MF1015'78.3 FEET NORTHWEST OF TRIANGULATION STATION ABBOTT, 84.0 FEET
 MF1015'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 MF1015'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MF1015
 MF1015                          STATION RECOVERY (1979)
 MF1015
 MF1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF1015'MARK NOT FOUND.
 MF1015
 MF1015                          STATION RECOVERY (1995)
 MF1015
 MF1015'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1015'MARK NOT FOUND.
 MF1015
 MF1015                          STATION RECOVERY (2001)
 MF1015
 MF1015'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0721 ***********************************************************************
 LD0721  DESIGNATION -  ABINGDON AMER SANITARY CO TK
 LD0721  PID         -  LD0721
 LD0721  STATE/COUNTY-  IL/KNOX
 LD0721  USGS QUAD   -  ABINGDON (1982)
 LD0721
 LD0721                         *CURRENT SURVEY CONTROL
 LD0721  ___________________________________________________________________
 LD0721* NAD 83(1997)-  40 48 32.48903(N)    090 22 44.86057(W)     ADJUSTED  
 LD0721* NAVD 88     -                                                        
 LD0721  ___________________________________________________________________
 LD0721  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 LD0721  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0721
 LD0721  HORZ ORDER  -  THIRD
 LD0721
 LD0721.The horizontal coordinates were established by classical geodetic methods
 LD0721.and adjusted by the National Geodetic Survey in October 1999..
 LD0721
 LD0721
 LD0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0721
 LD0721.The geoid height was determined by GEOID03.
 LD0721
 LD0721;                    North         East     Units Scale Factor Converg.
 LD0721;SPC IL W     -   459,840.298   682,074.085   MT  0.99994513   -0 08 19.9
 LD0721;SPC IL W     - 1,508,659.38  2,237,771.39   sFT  0.99994513   -0 08 19.9
 LD0721;UTM  15      - 4,520,862.948   721,065.723   MT  1.00020155   +1 42 48.7
 LD0721
 LD0721                          SUPERSEDED SURVEY CONTROL
 LD0721
 LD0721  NAD 83(1997)-  40 48 32.48856(N)    090 22 44.86044(W) AD(       ) 4
 LD0721  NAD 83(1986)-  40 48 32.49126(N)    090 22 44.87118(W) AD(       ) 4
 LD0721  NAD 27      -  40 48 32.36000(N)    090 22 44.39000(W) AD(       ) 3
 LD0721
 LD0721.Superseded values are not recommended for survey control.
 LD0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0721.See file dsdata.txt to determine how the superseded data were derived.
 LD0721
 LD0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2106620863(NAD 83)
 LD0721_MARKER: 53 = ELEVATED TANK
 LD0721
 LD0721  HISTORY     - Date     Condition        Report By
 LD0721  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0721  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0721
 LD0721                          STATION DESCRIPTION
 LD0721
 LD0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0721'THIS STATION IS THE TANK AT THE AMERICAN SANITARY MANUFACTURING
 LD0721'COMPANY, IN THE TOWN OF ABINGDON, LOCATED IN THE NORTHERN
 LD0721'PART OF THE TOWN, ABOUT 70 FEET N OF THE N RAIL OF THE MINNEAPOLIS
 LD0721'AND SAINT LOUIS RAILROAD, ABOUT 30 FEET W OF JEFFERSON STREET,
 LD0721'IN SEC. 33, T 10 N, R 1 E.  IT IS LOCATED ON THE CENTRAL
 LD0721'PART OF THE GLAZING PLANT.  THE TANK ERECTED IN 1925, IS
 LD0721'VERY PROMINENT.
 LD0721'
 LD0721'THE BUILDING IS ABOUT 80 FEET HIGH.  THE TANK HAS FOUR RED
 LD0721'I-BEAM LEGS ABOUT 15 FEET HIGH.  IT HAS AN OCTAGONAL BLACK
 LD0721'WOODEN PLATFORM WITH A RAIL.  THE VERTICAL SECTION IS A
 LD0721'BLACK HOOPED WOODED STRUCTURE ABOUT 25 FEET HIGH WITH THE
 LD0721'WORDS ABINGDON POTTERY PAINTED IN WHITE LETTERS ON FOUR
 LD0721'SIDES.  THE FLAT CONICAL ROOF HAS A BALL AT ITS APEX.  TOTAL
 LD0721'HEIGHT IS ABOUT 115 FEET.
 LD0721
 LD0721                          STATION RECOVERY (1997)
 LD0721
 LD0721'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0720 ***********************************************************************
 LD0720  DESIGNATION -  ABINGDON MUNICIPAL TANK
 LD0720  PID         -  LD0720
 LD0720  STATE/COUNTY-  IL/KNOX
 LD0720  USGS QUAD   -  ABINGDON (1982)
 LD0720
 LD0720                         *CURRENT SURVEY CONTROL
 LD0720  ___________________________________________________________________
 LD0720* NAD 83(1997)-  40 48 17.11029(N)    090 23 44.96155(W)     ADJUSTED  
 LD0720* NAVD 88     -                                                        
 LD0720  ___________________________________________________________________
 LD0720  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 LD0720  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LD0720
 LD0720  HORZ ORDER  -  THIRD
 LD0720
 LD0720.The horizontal coordinates were established by classical geodetic methods
 LD0720.and adjusted by the National Geodetic Survey in October 1999..
 LD0720
 LD0720
 LD0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0720
 LD0720.The geoid height was determined by GEOID03.
 LD0720
 LD0720;                    North         East     Units Scale Factor Converg.
 LD0720;SPC IL W     -   459,369.480   680,664.267   MT  0.99994578   -0 08 59.1
 LD0720;SPC IL W     - 1,507,114.70  2,233,146.02   sFT  0.99994578   -0 08 59.1
 LD0720;UTM  15      - 4,520,346.677   719,671.508   MT  1.00019398   +1 42 08.9
 LD0720
 LD0720                          SUPERSEDED SURVEY CONTROL
 LD0720
 LD0720  NAD 83(1997)-  40 48 17.10997(N)    090 23 44.96180(W) AD(       ) 4
 LD0720  NAD 83(1986)-  40 48 17.11745(N)    090 23 44.96787(W) AD(       ) 4
 LD0720  NAD 27      -  40 48 16.96800(N)    090 23 44.49700(W) AD(       ) 3
 LD0720
 LD0720.Superseded values are not recommended for survey control.
 LD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0720.See file dsdata.txt to determine how the superseded data were derived.
 LD0720
 LD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF1967220347(NAD 83)
 LD0720_MARKER: 53 = ELEVATED TANK
 LD0720
 LD0720  HISTORY     - Date     Condition        Report By
 LD0720  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0720  HISTORY     - 1939     GOOD             CGS
 LD0720  HISTORY     - 19971112 GOOD             USPSQD
 LD0720
 LD0720                          STATION DESCRIPTION
 LD0720
 LD0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0720'THIS STATION IS THE SILVER MUNICIPAL TANK IN THE TOWN OF
 LD0720'ABINGDON, LOCATED IN THE CENTRAL PART OF THE TOWN, ABOUT
 LD0720'210 FEET S OF THE CENTER LINE OF LATTIMER STREET, ABOUT
 LD0720'150 FEET W OF THE W EDGE OF THE CUT-BANK OF THE CHICAGO,
 LD0720'BURLINGTON AND QUINCY RAILROAD, AND ABOUT 40 FEET SW OF
 LD0720'THE SW CORNER OF THE PUMP HOUSE, IN SW 1/4 SEC. 33, T 10
 LD0720'N, R 1 E.  THE TANK ERECTED IN 1933, IS VERY PROMINENT.
 LD0720'
 LD0720'THE TANK HAS FOUR BLACK I-BEAM LEGS ABOUT 120 FEET HIGH.
 LD0720'THE TANK, WHICH SETS ON A ROUND BLACK PLATFORM WITH A SILVER
 LD0720'RAIL, RESEMBLES AN INVERTED BOWL WITH A BALL AT THE TOP.
 LD0720'THIS SECTION IS ABOUT 30 FEET HIGH.  TOTAL HEIGHT IS ABOUT
 LD0720'150 FEET.
 LD0720
 LD0720                          STATION RECOVERY (1939)
 LD0720
 LD0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LD0720'THE POINT OBSERVED UPON WAS THE FINIAL OF THE ABINGDON MUNICIPAL
 LD0720'WATER TANK.  THE TANK IS A STEEL STRUCTURE PAINTED SILVER
 LD0720'AND IS APPROXIMATELY 135 FEET HIGH.  IT IS LOCATED IN THE
 LD0720'CENTRAL PART OF TOWN AND IS THE LARGER OF TWO TANKS IN THE
 LD0720'TOWN.
 LD0720'
 LD0720'OBSERVED UPON FROM TRIANGULATION STATIONS.  MONMOUTH, DUKE,
 LD0720'KNOXVILLE 1935.
 LD0720'
 LD0720'EXCERPT OF LETTER FROM LIEUTENANT QUINN, OCTOBER 12, 1939--
 LD0720'
 LD0720'THE POSITION AS SUBMITTED BY ME WAS OBTAINED FROM MORE THAN
 LD0720'ONE TRIANGLE WHICH WOULD GIVE A CHECK ON THE SIDES LEADING
 LD0720'TO THE POSITION COMPUTATION.  THAT IN 1935 IS INDICATED
 LD0720'AS NOT CHECKED.  THERE WERE TWO TANKS IN THE TOWN OF ABINGDON,
 LD0720'THE ONE TAKEN BY THIS PARTY, WHICH WAS LARGER AND HIGHER,
 LD0720'AND ANOTHER SMALLER, SQUAT TANK.--AS AN ADDED CHECK ON
 LD0720'IDENTIFYING THE CUTS TAKEN, THEY WERE PLOTTED AT THE TIME OF THE
 LD0720'SURVEY TO SCALE AND CHECKED FOR INTERSECTION.
 LD0720
 LD0720                          STATION RECOVERY (1997)
 LD0720
 LD0720'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0305 ***********************************************************************
 JB0305  DESIGNATION -  ADAMS
 JB0305  PID         -  JB0305
 JB0305  STATE/COUNTY-  IL/JEFFERSON
 JB0305  USGS QUAD   -  INA (1975)
 JB0305
 JB0305                         *CURRENT SURVEY CONTROL
 JB0305  ___________________________________________________________________
 JB0305* NAD 83(1997)-  38 11 03.06863(N)    088 53 55.20531(W)     ADJUSTED  
 JB0305* NAVD 88     -       125.339  (meters)     411.22   (feet)  ADJUSTED  
 JB0305  ___________________________________________________________________
 JB0305  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JB0305  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JB0305  DYNAMIC HT  -         125.258 (meters)     410.95  (feet)  COMP
 JB0305  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 JB0305
 JB0305  HORZ ORDER  -  SECOND
 JB0305  VERT ORDER  -  SECOND    CLASS 0
 JB0305
 JB0305.The horizontal coordinates were established by classical geodetic methods
 JB0305.and adjusted by the National Geodetic Survey in October 1999..
 JB0305
 JB0305.The orthometric height was determined by differential leveling
 JB0305.and adjusted by the National Geodetic Survey in June 1991..
 JB0305
 JB0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0305
 JB0305.The geoid height was determined by GEOID03.
 JB0305
 JB0305.The dynamic height is computed by dividing the NAVD 88
 JB0305.geopotential number by the normal gravity value computed on the
 JB0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0305.degrees latitude (g = 980.6199 gals.).
 JB0305
 JB0305.The modeled gravity was interpolated from observed gravity values.
 JB0305
 JB0305;                    North         East     Units Scale Factor Converg.
 JB0305;SPC IL E     -   168,569.688   250,470.748   MT  1.00000520   -0 20 58.2
 JB0305;SPC IL E     -   553,049.05    821,752.78   sFT  1.00000520   -0 20 58.2
 JB0305;UTM  16      - 4,227,954.734   333,712.554   MT  0.99994056   -1 10 26.4
 JB0305
 JB0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0305!SPC IL E     -   0.99998503  x   1.00000520  =   0.99999023
 JB0305!UTM  16      -   0.99998503  x   0.99994056  =   0.99992559
 JB0305
 JB0305:                Primary Azimuth Mark                     Grid Az
 JB0305:SPC IL E     -  ADAMS AZ MK                              092 34 21.5
 JB0305:UTM  16      -  ADAMS AZ MK                              093 23 49.7
 JB0305
 JB0305|---------------------------------------------------------------------|
 JB0305| PID    Reference Object                     Distance      Geod. Az  |
 JB0305|                                                           dddmmss.s |
 JB0305| CI2864 ADAMS AZ MK                                        0921323.3 |
 JB0305| JB0304 ADAMS RM 1                           13.720 METERS 10611     |
 JB0305| JB0312 INA                                 APPROX. 3.4 KM 1945237.3 |
 JB0305| JB0306 ADAMS RM 2                           15.192 METERS 25132     |
 JB0305|---------------------------------------------------------------------|
 JB0305
 JB0305                          SUPERSEDED SURVEY CONTROL
 JB0305
 JB0305  NAD 83(1997)-  38 11 03.08012(N)    088 53 55.20441(W) AD(       ) 2
 JB0305  NAD 83(1986)-  38 11 03.08203(N)    088 53 55.20558(W) AD(       ) 2
 JB0305  NAD 27      -  38 11 02.90438(N)    088 53 54.96555(W) AD(       ) 2
 JB0305  NGVD 29 (??/??/92)  125.443  (m)          411.56   (f) ADJ UNCH    2 0
 JB0305
 JB0305.Superseded values are not recommended for survey control.
 JB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0305.See file dsdata.txt to determine how the superseded data were derived.
 JB0305
 JB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3371327955(NAD 83)
 JB0305_MARKER: DE = TRAVERSE STATION DISK
 JB0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0305_STAMPING: ADAMS 1960
 JB0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0305+STABILITY: SURFACE MOTION
 JB0305
 JB0305  HISTORY     - Date     Condition        Report By
 JB0305  HISTORY     - 1960     MONUMENTED       CGS
 JB0305  HISTORY     - 1960     GOOD             CGS
 JB0305  HISTORY     - 1972     MARK NOT FOUND   USGS
 JB0305  HISTORY     - 1973     GOOD             NGS
 JB0305  HISTORY     - 1973     GOOD             NGS
 JB0305  HISTORY     - 1975     GOOD             USGS
 JB0305
 JB0305                          STATION DESCRIPTION
 JB0305
 JB0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0305'STATION IS LOCATED ABOUT 1.5 MILES SOUTH OF BONNIE, ABOUT 2.25 MILES
 JB0305'NORTH OF INA AND 0.25 MILE
 JB0305'EAST OF STATE ROUTE 37.
 JB0305'
 JB0305'TO REACH FROM THE POST OFFICE IN BONNIE, GO SOUTH ON STATE ROUTE 37
 JB0305'FOR 1.2 MILES TO BRIDGE,
 JB0305'CROSS BRIDGE AND CONTINUE SOUTH ON STATE ROUTE 37
 JB0305'FOR 0.2 MILE TO A SIDE ROAD LEFT,
 JB0305'TURN LEFT AND GO EAST FOLLOWING
 JB0305'MAIN TRAVELED ROAD FOR 0.25 MILE TO STATION ON NORTH
 JB0305'SIDE OF ROAD AS DESCRIBED.
 JB0305'
 JB0305'STATION MARK, A STANDARD TRAVERSE DISK STAMPED ADAMS 1960, IS SET IN
 JB0305'TOP OF A 14 INCH SQUARE
 JB0305'CONCRETE POST WHICH IS SET 18 INCHES BELOW THE SURFACE
 JB0305'OF THE GROUND.  THE MARK IS 40
 JB0305'FEET NORTH OF THE CENTER OF THE ROAD,
 JB0305'37.4 FEET EAST-NORTHEAST OF FENCE CORNER, 28 FEET
 JB0305'EAST-SOUTHEAST OF A
 JB0305'TRIANGLE BLAZED TRIPLE TRUNK TREE AND 12.8 FEET NORTH OF THE WITNESS
 JB0305'POST AND FENCE.
 JB0305'
 JB0305'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED ADAMS
 JB0305'NO 1 1960, IS SET IN
 JB0305'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB0305'ABOUT 6 INCHES.  THE MARK IS 42.7
 JB0305'FEET EAST OF THE WITNESS POST, 26
 JB0305'FEET NORTH OF CENTER OF ROAD AND 1 FOOT SOUTH OF FENCE.
 JB0305'
 JB0305'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED ADAMS
 JB0305'NO 2 1960, IS SET IN
 JB0305'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB0305'ABOUT 2 INCHES.  THE MARK IS 26 FT N UP THE CENTER OF THE ROAD,
 JB0305'12.5 FT W OF FENCE CORNER AND 9.5 FEET NORTHWEST OF NORTH END OF
 JB0305'CONCRETE CULVERT.
 JB0305'
 JB0305'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED ADAMS 1960, IS SET
 JB0305'IN TOP OF A 12 INCH SQUARE
 JB0305'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS 66
 JB0305'FEET NORTH OF THE WITNESS POST AND
 JB0305'FENCE, 37 FEET EAST-NORTHEAST OF
 JB0305'POWER POLE NO 12 AND 22 FEET SOUTH OF THE CENTER OF THE ROAD.
 JB0305'
 JB0305'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 JB0305'FOR 0.2 MILE TO AZIMUTH MARK
 JB0305'ON SOUTH SIDE OF ROAD AS DESCRIBED.
 JB0305'
 JB0305'HEIGHT OF LIGHT ABOVE STATION MARK 30.59 METERS.
 JB0305
 JB0305                          STATION RECOVERY (1960)
 JB0305
 JB0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0305'2.4 MI N FROM INA.
 JB0305'ABOUT 2.15 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0305'RAILROAD FROM THE STATION AT INA, THENCE 0.3 MILE EAST ALONG
 JB0305'A GRAVEL ROAD, AT A DRIVE NORTH TO A FARM HOUSE, 41 FEET NORTH
 JB0305'OF THE CENTER LINE OF THE ROAD, 137 FEET EAST OF THE CENTER
 JB0305'LINE OF THE DRIVE, 13 FEET NORTH OF A FENCE, 36 FEET EAST OF A
 JB0305'FENCE, 37 FEET NORTHEAST OF A FENCE CORNER, 79 FEET NORTH AND
 JB0305'ACROSS THE ROAD FROM POWER POLE NUMBER 9 WITH A TRANSFORMER, 27
 JB0305'FEET EAST-SOUTHEAST OF A BLAZED TRIPLE TRUNK HICKORY TREE, 12.7
 JB0305'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JB0305'SET IN THE TOP OF A CONCRETE POST 18-INCH BELOW THE LEVEL OF
 JB0305'THE GROUND.
 JB0305
 JB0305                          STATION RECOVERY (1972)
 JB0305
 JB0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JB0305'STATION NOT FOUND. RM 1 FOUND LAYING ON THE GROUND.  RM 2
 JB0305'DESTROYED DUE TO NEWLY GRADED DITCH.
 JB0305
 JB0305                          STATION RECOVERY (1973)
 JB0305
 JB0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JB0305'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.
 JB0305'BOTH THE REFERENCE
 JB0305'MARKS AND THE AZIMUTH MARK WERE FOUND UPROOTED BY
 JB0305'ROAD WORK AND THE DISK WERE SALVAGED.
 JB0305'REFERENCE MARKS 3 AND 4 WERE
 JB0305'SET.  A NEW DESCRIPTION FOLLOWS,
 JB0305'
 JB0305'THE STATION IS 28 FEET SOUTHEAST OF A TRIPLE TRUNK HICKORY TREE, 39
 JB0305'FEET NORTH OF THE
 JB0305'CENTERLINE OF ROAD, 26 FEET SOUTHWEST OF A 16 INCH
 JB0305'OAK TREE AND 48 FEET NORTHEAST OF
 JB0305'THE CENTER OF A CONCRETE HEADWALL
 JB0305'OF A CULVER.  THE MONUMENT IS 28 INCHES UNDERGROUND
 JB0305'AND THE DISK IS STAMPED ADAMS 1960.
 JB0305'
 JB0305'TO REACH THE STATION FROM THE POST OFFICE AT BONNIE, GO SOUTH ON
 JB0305'STATE HIGHWAY 37
 JB0305'FOR 1.2 MILES TO A BRIDGE.  CONTINUE SOUTH ON THE
 JB0305'HIGHWAY FOR 0.2 MILE TO A ROAD LEFT.  TURN LEFT AND GO EAST ON PAVED
 JB0305'ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 JB0305'
 JB0305'REFERENCE MARK 3 IS 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 JB0305'FOOT SOUTH OF A
 JB0305'METAL GUARD RAIL AND 1 FOOT WEST OF A METAL WITNESS
 JB0305'POST.  THE MONUMENT PROJECTS 4
 JB0305'INCHES AND THE DISK IS STAMPED ADAMS 1960 NO 3 1973.
 JB0305'
 JB0305'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ADAMS 1960 NO 4 1973, SET
 JB0305'IN THE TOP OF THE
 JB0305'WEST END OF A CONCRETE HEADWALL OF A CULVERT, 19
 JB0305'FOOT NORTH OF THE CENTERLINE OF THE
 JB0305'ROAD AND 33 FEET SOUTHWEST OF THE
 JB0305'TRIPLE TRUNK HICKORY TREE.
 JB0305
 JB0305                          STATION RECOVERY (1973)
 JB0305
 JB0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0305'RECOVERED IN GOOD CONDITION.
 JB0305
 JB0305                          STATION RECOVERY (1975)
 JB0305
 JB0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JB0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1716 ***********************************************************************
 MF1716  DESIGNATION -  ADAMS
 MF1716  PID         -  MF1716
 MF1716  STATE/COUNTY-  IL/OGLE
 MF1716  USGS QUAD   -  POLO (1983)
 MF1716
 MF1716                         *CURRENT SURVEY CONTROL
 MF1716  ___________________________________________________________________
 MF1716* NAD 83(1997)-  41 57 56.57376(N)    089 31 26.92398(W)     ADJUSTED  
 MF1716* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 MF1716  ___________________________________________________________________
 MF1716  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 MF1716  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MF1716
 MF1716  HORZ ORDER  -  SECOND
 MF1716
 MF1716.The horizontal coordinates were established by classical geodetic methods
 MF1716.and adjusted by the National Geodetic Survey in October 1999..
 MF1716
 MF1716.The orthometric height was scaled from a topographic map.
 MF1716
 MF1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1716
 MF1716.The geoid height was determined by GEOID03.
 MF1716
 MF1716;                    North         East     Units Scale Factor Converg.
 MF1716;SPC IL W     -   588,474.353   753,258.917   MT  0.99997607   +0 25 46.8
 MF1716;SPC IL W     - 1,930,686.27  2,471,316.96   sFT  0.99997607   +0 25 46.8
 MF1716;UTM  16      - 4,649,051.501   290,836.821   MT  1.00013836   -1 41 18.5
 MF1716
 MF1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1716!SPC IL W     -   0.99996454  x   0.99997607  =   0.99994061
 MF1716!UTM  16      -   0.99996454  x   1.00013836  =   1.00010290
 MF1716
 MF1716:                Primary Azimuth Mark                     Grid Az
 MF1716:SPC IL W     -  ADAMS AZ MK                              123 03 08.7
 MF1716:UTM  16      -  ADAMS AZ MK                              125 10 14.0
 MF1716
 MF1716|---------------------------------------------------------------------|
 MF1716| PID    Reference Object                     Distance      Geod. Az  |
 MF1716|                                                           dddmmss.s |
 MF1716| CI6612 ADAMS AZ MK                                        1232855.5 |
 MF1716| CI6613 ADAMS RM 1                           15.755 METERS 16947     |
 MF1716| MF1712 PEEK HOME FOR CHILDREN WTR TK       APPROX. 4.4 KM 2222737.5 |
 MF1716| MF1713 POLO INDUSTRIAL MFG CO STACK        APPROX. 4.7 KM 2642315.2 |
 MF1716| CI6614 ADAMS RM 2                           21.173 METERS 26846     |
 MF1716| MF1715 POLO MUNICIPAL TANK                 APPROX. 5.3 KM 3023422.6 |
 MF1716| MF1717 ADAMS 2                               8.735 METERS 30329     |
 MF1716|---------------------------------------------------------------------|
 MF1716
 MF1716                          SUPERSEDED SURVEY CONTROL
 MF1716
 MF1716  NAD 83(1997)-  41 57 56.57374(N)    089 31 26.92410(W) AD(       ) 2
 MF1716  NAD 83(1986)-  41 57 56.57618(N)    089 31 26.92780(W) AD(       ) 2
 MF1716  NAD 27      -  41 57 56.46560(N)    089 31 26.53340(W) AD(       ) 2
 MF1716
 MF1716.Superseded values are not recommended for survey control.
 MF1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1716.See file dsdata.txt to determine how the superseded data were derived.
 MF1716
 MF1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9083749052(NAD 83)
 MF1716_MARKER: DS = TRIANGULATION STATION DISK
 MF1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1716
 MF1716  HISTORY     - Date     Condition        Report By
 MF1716  HISTORY     - 1954     MONUMENTED       CGS
 MF1716  HISTORY     - 1958     GOOD             CGS
 MF1716  HISTORY     - 19960503 MARK NOT FOUND   USPSQD
 MF1716  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 MF1716  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 MF1716
 MF1716                          STATION DESCRIPTION
 MF1716
 MF1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1716'STATION IS LOCATED ABOUT 8 MILES NORTH OF DIXON AND 4 MILES
 MF1716'SOUTHEAST OF POLO, ON GROUND LEASED BY THE C.A.A. FROM MR.
 MF1716'RICHARD ADAMS.  IT IS 58 FEET EAST OF THE CENTER OF A GRAVEL
 MF1716'ROAD, 14 FEET NORTH OF THE NORTHEAST CORNER OF THE VOR
 MF1716'TRANSMITTER BUILDING, AND 13 FEET SOUTHWEST OF THE NORTHWEST
 MF1716'CORNER OF THE FENCED ENCLOSURE.  THE MARK IS FLUSH AND THE
 MF1716'DISK IS STAMPED ADAMS 1954.
 MF1716'
 MF1716'REFERENCE MARK NO. 1 IS 24 FEET SOUTHEAST OF THE SOUTHEAST
 MF1716'CORNER OF THE TRANSMITTER BUILDING AND 1 FOOT NORTHWEST OF
 MF1716'THE SOUTHEAST CORNER OF THE ENCLOSURE.  THE MARK PROJECTS
 MF1716'ABOUT 2 INCHES AND THE DISK IS STAMPED ADAMS NO 1 1954.
 MF1716'
 MF1716'REFERENCE MARK NO. 2 IS 40 FEET NORTHWEST OF THE NORTHWEST
 MF1716'CORNER OF THE TRANSMITTER BUILDING, 11 FEET WEST OF THE CENTER
 MF1716'OF THE GRAVEL ROAD AND 1 FOOT EAST OF A BOARD FENCE.  THE
 MF1716'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ADAMS
 MF1716'NO 2 1954.
 MF1716'
 MF1716'AZIMUTH MARK IS ABOUT 50 FEET WEST OF WHERE A HIGH TENSION
 MF1716'LINE CROSSES THE ROAD, 27 FEET NORTH OF THE CENTER OF A
 MF1716'GRAVEL ROAD, 5 FEET EAST OF A POWER LINE POLE, 3 FEET WEST
 MF1716'OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE
 MF1716'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED ADAMS
 MF1716'1954.
 MF1716'
 MF1716'TO REACH THE STATION FROM THE INTERSECTION OF MASON AND
 MF1716'DIVISION STREETS IN POLO, GO SOUTH ON DIVISION STREET (STATE
 MF1716'HIGHWAY 26) FOR 1.95 MILES TO A GRAVEL CROSSROAD AND A SCHOOL
 MF1716'ON THE LEFT, TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 2.85
 MF1716'MILES TO A SIDE ROAD LEFT (*) JUST AFTER PASSING A HOUSE AND
 MF1716'LARGE BARN ON THE LEFT, TURN LEFT THROUGH GATE AND GO NORTH
 MF1716'ON GRAVEL ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT AS
 MF1716'DESCRIBED.
 MF1716'
 MF1716'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) CONTINUE EAST
 MF1716'ON GRAVEL ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT,
 MF1716'NORTH SIDE OF ROAD AS DESCRIBED.
 MF1716'
 MF1716'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1716
 MF1716                          STATION RECOVERY (1958)
 MF1716
 MF1716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 MF1716'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MF1716'FOUND IN GOOD CONDITION.  MODERNIZATION AND ENLARGEMENT OF THE
 MF1716'VOR FACILITY NEAR THIS STATION WILL DESTROY THE STATION MARK
 MF1716'AND REFERENCE MARK NO. 1.  THEY WERE MOVED AT THE REQUEST
 MF1716'OF THE CAA.  FOR DETAILS, SEE THE DESCRIPTION OF ADAMS 2
 MF1716'1958.
 MF1716'
 MF1716'THE UNDERGROUND MARK WAS LEFT IN PLACE FOR THIS STATION AND
 MF1716'MAY NOT BE DISTURBED BY THE CONSTRUCTION
 MF1716
 MF1716                          STATION RECOVERY (1996)
 MF1716
 MF1716'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1716'MARK NOT FOUND.
 MF1716
 MF1716                          STATION RECOVERY (2001)
 MF1716
 MF1716'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1716'RM 1 AND THE AZIMUTH WERE NOT FOUND. RM 2 FOUND IN GOOD CONDITION.
 MF1716
 MF1716                          STATION RECOVERY (2005)
 MF1716
 MF1716'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1716'RM 2 WAS RECOVERED
 MF1716'RM 1 AND THE AZIMUTH WERE NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1706 ***********************************************************************
 HB1706  DESIGNATION -  ADAMS
 HB1706  PID         -  HB1706
 HB1706  STATE/COUNTY-  IL/JOHNSON
 HB1706  USGS QUAD   -  MT PLEASANT (1966)
 HB1706
 HB1706                         *CURRENT SURVEY CONTROL
 HB1706  ___________________________________________________________________
 HB1706* NAD 83(1997)-  37 24 25.71910(N)    089 02 33.94434(W)     ADJUSTED  
 HB1706* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 HB1706  ___________________________________________________________________
 HB1706  X           -      84,747.004 (meters)                     COMP
 HB1706  Y           -  -5,072,088.120 (meters)                     COMP
 HB1706  Z           -   3,853,477.953 (meters)                     COMP
 HB1706  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HB1706  ELLIP HEIGHT-         156.39  (meters)          (10/21/99) GPS OBS
 HB1706  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB1706
 HB1706  HORZ ORDER  -  FIRST
 HB1706  ELLP ORDER  -  FOURTH    CLASS I
 HB1706
 HB1706.The horizontal coordinates were established by classical geodetic methods
 HB1706.and adjusted by the National Geodetic Survey in October 1999..
 HB1706
 HB1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1706
 HB1706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1706
 HB1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1706
 HB1706.The ellipsoidal height was determined by GPS observations
 HB1706.and is referenced to NAD 83.
 HB1706
 HB1706.The geoid height was determined by GEOID03.
 HB1706
 HB1706;                    North         East     Units Scale Factor Converg.
 HB1706;SPC IL E     -    82,411.129   237,191.974   MT  1.00002357   -0 25 51.5
 HB1706;SPC IL E     -   270,377.18    778,187.33   sFT  1.00002357   -0 25 51.5
 HB1706;SPC IL W     -    82,765.005   799,500.511   MT  1.00006309   +0 40 58.1
 HB1706;SPC IL W     -   271,538.19  2,623,027.93   sFT  1.00006309   +0 40 58.1
 HB1706;UTM  16      - 4,141,998.063   319,206.607   MT  1.00000264   -1 14 28.5
 HB1706
 HB1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1706!SPC IL E     -   0.99997546  x   1.00002357  =   0.99999903
 HB1706!SPC IL W     -   0.99997546  x   1.00006309  =   1.00003855
 HB1706!UTM  16      -   0.99997546  x   1.00000264  =   0.99997810
 HB1706
 HB1706|---------------------------------------------------------------------|
 HB1706| PID    Reference Object                     Distance      Geod. Az  |
 HB1706|                                                           dddmmss.s |
 HB1706| CI2862 ADAMS RM 1                           14.621 METERS 03831     |
 HB1706| CI2863 ADAMS RM 2                                         2604204.8 |
 HB1706| HB1707 ADAMS RM 3                           23.179 METERS 30355     |
 HB1706| CI2861 ADAMS AZ MK RESET                                  3091947.7 |
 HB1706|---------------------------------------------------------------------|
 HB1706
 HB1706                          SUPERSEDED SURVEY CONTROL
 HB1706
 HB1706  NAD 83(1997)-  37 24 25.72551(N)    089 02 33.94335(W) AD(       ) 1
 HB1706  NAD 83(1986)-  37 24 25.72508(N)    089 02 33.94578(W) AD(       ) 1
 HB1706  NAD 27      -  37 24 25.54400(N)    089 02 33.67800(W) AD(       ) 1
 HB1706  NGVD 29 (06/25/91)  185.0    (m)          607.     (f) GPS OBS        
 HB1706
 HB1706.Superseded values are not recommended for survey control.
 HB1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1706.See file dsdata.txt to determine how the superseded data were derived.
 HB1706
 HB1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1920741998(NAD 83)
 HB1706_MARKER: DH = HORIZONTAL CONTROL DISK
 HB1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1706_SP_SET: CONCRETE POST
 HB1706_STAMPING: ADAMS 1930
 HB1706_MARK LOGO: CGS   
 HB1706_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1706+STABILITY: SURFACE MOTION
 HB1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1706+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1990
 HB1706
 HB1706  HISTORY     - Date     Condition        Report By
 HB1706  HISTORY     - 1930     MONUMENTED       CGS
 HB1706  HISTORY     - 1930     GOOD             CGS
 HB1706  HISTORY     - 1957     GOOD             CGS
 HB1706  HISTORY     - 19901025 GOOD             NGS
 HB1706
 HB1706                          STATION DESCRIPTION
 HB1706
 HB1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1706'SEVEN AND ONE-HALF MILES NORTHEAST OF DONGOLA, ALONG NORTHERN
 HB1706'BOUNDARY OF SW 1/4 SW 1/4 SEC. 6, T. 13 S., R. 2 E., 3D P.  M., ON
 HB1706'LAND OWNED BY HARRISON ADAMS, 21 FEET SOUTH OF CENTER LINE OF ROAD,
 HB1706'NEARLY OPPOSITE 2-FOOT OAK TREE, AND ACROSS ROAD FROM HOUSE ON FARM
 HB1706'OWNED BY MELVIN HUNTER. TO REACH FROM DONGOLA, FOLLOW ROAD LEADING
 HB1706'NORTHEAST FROM NORTHERN LIMITS OF TOWN FOR 3.5 MILES TO POINT
 HB1706'ONE-HALF MILE EAST OF KARRAKER SCHOOL, TURN NORTH 0.3 MILE, CONTINUE
 HB1706'NORTHEAST DIRECTION 3.7 MILES TO SCHOOL ON LEFT, TAKE
 HB1706'ROAD LEADING EAST FROM SCHOOL 1.4 MILES, TURN SOUTH 0.4
 HB1706'MILE, AND PROCEED NORTHWEST 0.4 MILE TO STATION SITE. SURFACE AND
 HB1706'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HB1706'UPPER MARK IS 18 INCHES BELOW SURFACE OF
 HB1706'GROUND. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 HB1706'CONCRETE. NO.1 IS 4-1/2 METERS (15 FEET) NORTH OF CENTER
 HB1706'LINE OF ROAD, 12 METERS (39 FEET) EAST BY SOUTH OF
 HB1706'ABOVE-MENTIONED OAK TREE, AND 14.62 METERS (48.0 FEET) FROM STATION,
 HB1706'N 38 DEG 31 MIN E.  NO. 2 IS IN FENCE LINE ALONG WEST
 HB1706'SIDE OF FIELD, 8 METERS (26 FEET) EAST OF SMALL FARMHOUSE, AND 140
 HB1706'METERS (459 FEET) FROM STATION, S 80 DEG 43 MIN 09 SEC W.
 HB1706
 HB1706                          STATION RECOVERY (1930)
 HB1706
 HB1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 HB1706'RECOVERED IN GOOD CONDITION.
 HB1706
 HB1706                          STATION RECOVERY (1957)
 HB1706
 HB1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1706'THE STATION, AND REFERENCE MARKS 1 AND 2 WERE
 HB1706'RECOVERED IN GOOD CONDITION. A REFERENCE MARK 3
 HB1706'AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 HB1706'OBSERVATIONS SHOW THAT THE DIRECTION TO REFERENCE MARK 2 WAS
 HB1706'IN ERROR IN THE 1930 OBSERVATIONS. THE DISTANCE AND DIRECTION TO
 HB1706'REFERENCE MARK 1 CHECKED.  THE OAK TREE USED AS A REFERENCE
 HB1706'POINT FOR THE STATION AND REFERENCE MARK 1 HAS BEEN DESTROYED.
 HB1706'
 HB1706'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HB1706'
 HB1706'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF BOLES, 6 MILES
 HB1706'SOUTHWEST OF BUNCOMBE, ON THE SOUTH SIDE OF A GRAVELED ROAD, ON
 HB1706'PROPERTY OWNED BY MRS. GRACE ADAMS. IT IS 79 FEET SOUTHWEST OF THE
 HB1706'SOUTHWEST CORNER OF A WHITE FRAME HOUSE OWNED BY MR. JOHN
 HB1706'BEGGS, 21 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 3 FEET
 HB1706'SOUTH OF A WIRE FENCE AND 67 FEET SOUTHEAST OF A WHITE WITNESS
 HB1706'POST. THE MONUMENT IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND
 HB1706'THE DISK IS STAMPED ADAMS 1930.
 HB1706'
 HB1706'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 146
 HB1706'AT THE WEST EDGE OF THE VILLAGE OF BOLES, GO WEST ON HIGHWAY
 HB1706'143 FOR 2.05 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTHWEST
 HB1706'AND SOUTH FOR 2.4 MILES TO A CROSSROAD AND A SCHOOL ON THE
 HB1706'LEFT. TURN RIGHT AND GO WEST AND NORTHWEST ON A GRAVELED ROAD FOR 1.0
 HB1706'MILE TO A CROSSROAD. CONTINUE WEST ON THE MAIN ROAD FOR
 HB1706'0.4 MILE TO A FARM HOUSE ON THE RIGHT AND THE STATION ON THE LEFT.
 HB1706'
 HB1706'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE MAIN ROAD
 HB1706'FOR 0.1 MILE TO A DRIVEWAY LEFT, WHERE THE MAIN ROAD TURNS
 HB1706'NORTH. TURN RIGHT AND GO NORTH ON THE MAIN ROAD (DIRT) FOR 0.25 MILE
 HB1706'TO A T-INTERSECTION. TURN LEFT AND GO WEST ON A GRAVELED
 HB1706'ROAD FOR 0.1 MILE TO A LARGE FARM HOUSE ON THE LEFT AND A DRIVEWAY
 HB1706'LEFT. TURN LEFT AND GO SOUTH ON A DIRT DRIVEWAY FOR 0.05 MILE
 HB1706'TO A WIRE GATE PASS THROUGH THE GATE AND CONTINUE SOUTH FOR ABOUT
 HB1706'100 FEET TO THE MARK ON THE RIGHT.
 HB1706'
 HB1706'REFERENCE MARK 1 IS 17 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HB1706'ROAD, 31 FEET SOUTHWEST OF THE SOUTHWEST
 HB1706'CORNER OF THE FRAME HOUSE AND 13 FEET WEST OF A 20 INCH MAPLE TREE.
 HB1706'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ADAMS
 HB1706'NO 1 1930.
 HB1706'
 HB1706'REFERENCE MARK 2 IS 0.1 MILE WEST OF THE STATION, 37 FEET NORTHEAST
 HB1706'OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 27 FEET SOUTHEAST
 HB1706'OF THE NORTHEAST CORNER OF THE HOUSE AND 95 FEET SOUTH OF THE
 HB1706'CENTERLINE OF A GRAVELED ROAD. THE MONUMENT PROJECTS 10
 HB1706'INCHES AND THE DISK IS STAMPED ADAMS NO 2 1930.
 HB1706'
 HB1706'REFERENCE MARK 3 IS 21 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HB1706'ROAD, 11 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 HB1706'OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ADAMS
 HB1706'NO 3 1930.
 HB1706'
 HB1706'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 3 FEET NORTH OF A 12
 HB1706'INCH ELM TREE, 36 FEET SOUTH OF A 10 INCH ELM TREE AND 2
 HB1706'FEET SOUTH OF A WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 HB1706'AND THE DISK IS STAMPED ADAMS 1930.
 HB1706
 HB1706                          STATION RECOVERY (1990)
 HB1706
 HB1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HB1706'STATION RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 HB1706'FOR.STATION IS LOCATED ABOUT 17 KM (10.6 MI)  EAST-SOUTHEAST OF ANNA,
 HB1706'0.1 KM (0.1 MI)  EAST OF THE JOHNSON-UNION COUNTY LINE, ALONG A
 HB1706'COUNTY ROAD JUST WEST OF TOP OF GRADE, IN THE SOUTHWEST 1/4 OF
 HB1706'SECTION 6, 1 12 S, R 2 E.  OWNERSHIP--JOHNSON COUNTY.
 HB1706'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND STATE HIGHWAY
 HB1706'146 (EXIT 30) ABOUT 9 KM (5.6 MI)  EAST OF ANNA, GO EAST ON HIGHWAY
 HB1706'146 FOR 6.37 KM (3.96 MI)  TO A PAVED ROAD RIGHT JUST PAST THE MOUNT
 HB1706'PLEASANT CHURCH.  TURN RIGHT, SOUTH, FOR 3.90 KM (2.42 MI)  TO A
 HB1706'T-ROAD.  TURN LEFT, EAST, ON GRAVEL ROAD FOR OAD 1.67 KM (1.04 MI) TO
 HB1706'A ROAD RIGHT IN A DIP.  TURN RIGHT, SOUTH, THEN EAST, ON GRAVEL ROAD
 HB1706'FOR 0.53 KM (0.33 MI)  TO HIGH GROUND AND STATION ON THE RIGHT AT
 HB1706'MODULAR HOME ON THE LEFT.
 HB1706'STATION MARK IS SET IN THE TOP OF A 0.6-METER SQUARE CONCRETE POST 10
 HB1706'CM ABOVE GROUND AND WITH A VERY SLIGHT TILT TO THE NORTH.  IT IS 6.2
 HB1706'M (20.3 FT) SOUTH OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER,
 HB1706'11.0 M (36.1 FT) WEST OF UTILITY POLE 86, 5.0 M (16.4 FT) WEST OF
 HB1706'EXTENDED WEST WALL OF HOME ACROSS ROAD, 0.5 M (1.6 FT) NORTH OF A
 HB1706'WIRE FENCE, AND 0.5 M (1.6 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1717 ***********************************************************************
 MF1717  DESIGNATION -  ADAMS 2
 MF1717  PID         -  MF1717
 MF1717  STATE/COUNTY-  IL/OGLE
 MF1717  USGS QUAD   -  POLO (1983)
 MF1717
 MF1717                         *CURRENT SURVEY CONTROL
 MF1717  ___________________________________________________________________
 MF1717* NAD 83(1997)-  41 57 56.72995(N)    089 31 27.24038(W)     ADJUSTED  
 MF1717* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 MF1717  ___________________________________________________________________
 MF1717  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MF1717  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MF1717
 MF1717  HORZ ORDER  -  THIRD
 MF1717
 MF1717.The horizontal coordinates were established by classical geodetic methods
 MF1717.and adjusted by the National Geodetic Survey in October 1999..
 MF1717.No horizontal observational check was made to the station.
 MF1717
 MF1717.The orthometric height was scaled from a topographic map.
 MF1717
 MF1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1717
 MF1717.The geoid height was determined by GEOID03.
 MF1717
 MF1717;                    North         East     Units Scale Factor Converg.
 MF1717;SPC IL W     -   588,479.117   753,251.595   MT  0.99997606   +0 25 46.5
 MF1717;SPC IL W     - 1,930,701.90  2,471,292.94   sFT  0.99997606   +0 25 46.5
 MF1717;UTM  16      - 4,649,056.533   290,829.679   MT  1.00013840   -1 41 18.7
 MF1717
 MF1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1717!SPC IL W     -   0.99996454  x   0.99997606  =   0.99994060
 MF1717!UTM  16      -   0.99996454  x   1.00013840  =   1.00010294
 MF1717
 MF1717:                Primary Azimuth Mark                     Grid Az
 MF1717:SPC IL W     -  ADAMS AZ MK                              123 03 10.3
 MF1717:UTM  16      -  ADAMS AZ MK                              125 10 15.5
 MF1717
 MF1717|---------------------------------------------------------------------|
 MF1717| PID    Reference Object                     Distance      Geod. Az  |
 MF1717|                                                           dddmmss.s |
 MF1717| CI6612 ADAMS AZ MK                                        1232856.8 |
 MF1717| MF1716 ADAMS                                 8.735 METERS 12329     |
 MF1717| MF1712 PEEK HOME FOR CHILDREN WTR TK       APPROX. 4.4 KM 2222052.7 |
 MF1717| CI6614 ADAMS RM 2                           14.853 METERS 24912     |
 MF1717| CI6615 ADAMS 2 RM 3                         17.788 METERS 31103     |
 MF1717|---------------------------------------------------------------------|
 MF1717
 MF1717                          SUPERSEDED SURVEY CONTROL
 MF1717
 MF1717  NAD 83(1997)-  41 57 56.72993(N)    089 31 27.24050(W) AD(       ) 3
 MF1717  NAD 83(1986)-  41 57 56.73237(N)    089 31 27.24419(W) AD(       ) 3
 MF1717  NAD 27      -  41 57 56.62180(N)    089 31 26.84980(W) AD(       ) 3
 MF1717
 MF1717.Superseded values are not recommended for survey control.
 MF1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1717.See file dsdata.txt to determine how the superseded data were derived.
 MF1717
 MF1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9083049057(NAD 83)
 MF1717_MARKER: DS = TRIANGULATION STATION DISK
 MF1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1717
 MF1717  HISTORY     - Date     Condition        Report By
 MF1717  HISTORY     - 1958     MONUMENTED       CGS
 MF1717  HISTORY     - 19960503 GOOD             USPSQD
 MF1717  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 MF1717  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 MF1717  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 MF1717
 MF1717                          STATION DESCRIPTION
 MF1717
 MF1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 MF1717'STATION IS LOCATED ABOUT 8 MILES NORTH OF DIXON AND 4 MILES
 MF1717'SOUTHEAST OF POLO ON U.S. GOVERNMENT PROPERTY WHICH IS GROUND
 MF1717'LEASED BY C.A.A. FROM MR. RICHARD ADAMS AND IS THE LOCATION
 MF1717'OF A CAA VOR FACILITY, 59 FEET WEST OF THE NORTHEAST CORNER OF
 MF1717'BOARD FENCE AROUND VOR TRANSMITTER BUILDING, 33 FEET EAST
 MF1717'OF THE CENTER OF GRAVEL ROAD WHICH LEADS TO VOR SITE, 30 FEET
 MF1717'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF TRANSMITTER
 MF1717'BUILDING, 17 FEET EAST OF THE NORTHWEST CORNER OF BOARD FENCE,
 MF1717'AND 1.5 FEET SOUTH OF THE NORTH BOARD FENCE.  THE MARK
 MF1717'PROJECTS 1 INCH AND THE DISK IS STAMPED ADAMS 2 1958.
 MF1717'
 MF1717'REFERENCE MARK NO. 2 IS 35 FEET SOUTHWEST OF THE NORTHWEST
 MF1717'CORNER OF BOARD FENCE AROUND VOR BUILDING, 13 FEET WEST
 MF1717'OF THE CENTER OF GRAVEL ROAD WHICH LEADS TO VOR SITE, AND 1
 MF1717'FOOT EAST OF A BOARD FENCE WHICH REPLACED A WIRE FENCE.  THE
 MF1717'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ADAMS NO 2
 MF1717'1954.  (THE ARROW DOESNT POINT TOWARD THE NEW STATION.)
 MF1717'
 MF1717'REFERENCE MARK NO. 3 IS 45 FEET NORTHWEST OF THE NORTHWEST
 MF1717'CORNER OF BOARD FENCE AROUND TRANSMITTER BUILDING, 13 FEET
 MF1717'WEST OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT EAST OF A BOARD
 MF1717'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MF1717'ADAMS 2 NO 3 1958.
 MF1717'
 MF1717'AZIMUTH MARK IS ABOUT 50 FEET WEST OF WHERE A HIGH TENSION
 MF1717'LINE CROSSES THE ROAD, 27 FEET NORTH OF THE CENTER OF GRAVEL
 MF1717'ROAD, 5 FEET EAST OF A POWER POLE, 3 FEET WEST OF A WHITE
 MF1717'WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 MF1717'6 INCHES AND THE DISK IS STAMPED ADAMS 1954.
 MF1717'
 MF1717'TO REACH THE STATION FROM THE INTERSECTION OF MASON AND
 MF1717'DIVISION STREETS IN POLO, GO SOUTH ON STATE HIGHWAY 26 (DIVISION
 MF1717'ST.) FOR 1.95 MILES TO A GRAVEL CROSSROAD AND A SCHOOL ON THE
 MF1717'LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 2.85 MILES
 MF1717'TO A SIDE ROAD LEFT JUST AFTER PASSING FARM BUILDINGS ON THE
 MF1717'LEFT.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.45 MILE TO
 MF1717'VOR FACILITY ON THE RIGHT AND THE STATION AS DESCRIBED.
 MF1717'
 MF1717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.45
 MF1717'MILE TO A GRAVEL ROAD.  TURN LEFT AND GO EAST FOR 0.65 MILE
 MF1717'TO THE AZIMUTH MARK ON THE LEFT OR NORTH SIDE OF THE ROAD AS
 MF1717'DESCRIBED.
 MF1717'
 MF1717'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1717
 MF1717                          STATION RECOVERY (1996)
 MF1717
 MF1717'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1717'RECOVERED IN GOOD CONDITION.
 MF1717
 MF1717                          STATION RECOVERY (2001)
 MF1717
 MF1717'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1717'ADAMS 2 RM 3 AND ADAMS RM 2 AND THE AZIMUTH WERE FOUND IN GOOD
 MF1717'CONDITION.
 MF1717
 MF1717                          STATION RECOVERY (2001)
 MF1717
 MF1717'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1717'RM 2 RM 3 AND THE AZIMUTH WERE FOUND IN GOOD CONDITION.
 MF1717
 MF1717                          STATION RECOVERY (2005)
 MF1717
 MF1717'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1717'RM 1 AND 2 WAS RECOVERED
 MF1717' 
 MF1717'THE AZIMUTH WAS RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0534 ***********************************************************************
 NH0534  DESIGNATION -  ADAMS RM
 NH0534  PID         -  NH0534
 NH0534  STATE/COUNTY-  IL/WINNEBAGO
 NH0534  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0534
 NH0534                         *CURRENT SURVEY CONTROL
 NH0534  ___________________________________________________________________
 NH0534* NAD 83(1986)-  42 26 02.     (N)    089 03 28.     (W)     SCALED    
 NH0534* NAVD 88     -       229.792  (meters)     753.91   (feet)  POSTED    
 NH0534  ___________________________________________________________________
 NH0534  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH0534  DYNAMIC HT  -         229.720 (meters)     753.67  (feet)  COMP
 NH0534  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 NH0534
 NH0534  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NH0534
 NH0534.The horizontal coordinates were scaled from a topographic map and have
 NH0534.an estimated accuracy of +/- 6 seconds.
 NH0534
 NH0534.The orthometric height was determined by differential leveling
 NH0534.and adjusted by the National Geodetic Survey in 1992..
 NH0534.No vertical observational check was made to the station.
 NH0534.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NH0534.was located on a no-check spur therefore a value was not computed.
 NH0534
 NH0534.The geoid height was determined by GEOID03.
 NH0534
 NH0534.The dynamic height is computed by dividing the NAVD 88
 NH0534.geopotential number by the normal gravity value computed on the
 NH0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0534.degrees latitude (g = 980.6199 gals.).
 NH0534
 NH0534.The modeled gravity was interpolated from observed gravity values.
 NH0534
 NH0534;                    North         East    Units  Estimated Accuracy
 NH0534;SPC IL W     -   640,870.      791,240.      MT  (+/- 180 meters Scaled)
 NH0534
 NH0534                          SUPERSEDED SURVEY CONTROL
 NH0534
 NH0534.No superseded survey control is available for this station.
 NH0534
 NH0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN307000(NAD 83)
 NH0534_MARKER: DR = REFERENCE MARK DISK
 NH0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0534_STAMPING: 754.060 ADAMS 1920
 NH0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0534+STABILITY: SURFACE MOTION
 NH0534
 NH0534  HISTORY     - Date     Condition        Report By
 NH0534  HISTORY     - 1920     MONUMENTED       CGS
 NH0534  HISTORY     - 1935     GOOD             NGS
 NH0534  HISTORY     - 1960     POOR             NGS
 NH0534  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0534
 NH0534                          STATION DESCRIPTION
 NH0534
 NH0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NH0534'2 MI S FROM ROCKTON.
 NH0534'ABOUT 2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0534'PACIFIC RAILROAD FROM ROCKTON, WINNEBAGO COUNTY, 16 YARDS IN
 NH0534'AZIMUTH 246 DEG 25 MIN FROM TRIANGULATION STATION ADAMS, AND
 NH0534'EAST OF THE TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED
 NH0534'754.060 ADAMS 1920 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 NH0534'WITH THE GROUND.  NOTE-- THE MARK WAS FOUND AT THE DESCRIBED
 NH0534'LOCATION BUT LEANING ABOUT 30 DEG.  NOT CONSIDERED SUITABLE FOR
 NH0534'LEVELING MARK.
 NH0534
 NH0534                          STATION RECOVERY (1960)
 NH0534
 NH0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0534'MARK RECOVERED IN POOR CONDITION.
 NH0534
 NH0534                          STATION RECOVERY (1997)
 NH0534
 NH0534'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0304 ***********************************************************************
 JB0304  DESIGNATION -  ADAMS RM 1
 JB0304  PID         -  JB0304
 JB0304  STATE/COUNTY-  IL/JEFFERSON
 JB0304  USGS QUAD   -  INA (1975)
 JB0304
 JB0304                         *CURRENT SURVEY CONTROL
 JB0304  ___________________________________________________________________
 JB0304* NAD 83(1986)-  38 11 02.     (N)    088 53 54.     (W)     SCALED    
 JB0304* NAVD 88     -       126.000  (meters)     413.38   (feet)  ADJUSTED  
 JB0304  ___________________________________________________________________
 JB0304  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JB0304  DYNAMIC HT  -         125.918 (meters)     413.12  (feet)  COMP
 JB0304  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 JB0304
 JB0304  VERT ORDER  -  SECOND    CLASS 0
 JB0304
 JB0304.The horizontal coordinates were scaled from a topographic map and have
 JB0304.an estimated accuracy of +/- 6 seconds.
 JB0304
 JB0304.The orthometric height was determined by differential leveling
 JB0304.and adjusted by the National Geodetic Survey in June 1991..
 JB0304
 JB0304.The geoid height was determined by GEOID03.
 JB0304
 JB0304.The dynamic height is computed by dividing the NAVD 88
 JB0304.geopotential number by the normal gravity value computed on the
 JB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0304.degrees latitude (g = 980.6199 gals.).
 JB0304
 JB0304.The modeled gravity was interpolated from observed gravity values.
 JB0304
 JB0304;                    North         East    Units  Estimated Accuracy
 JB0304;SPC IL E     -   168,540.      250,500.      MT  (+/- 180 meters Scaled)
 JB0304
 JB0304                          SUPERSEDED SURVEY CONTROL
 JB0304
 JB0304  NGVD 29 (??/??/92)  126.104  (m)          413.73   (f) ADJ UNCH    2 0
 JB0304
 JB0304.Superseded values are not recommended for survey control.
 JB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0304.See file dsdata.txt to determine how the superseded data were derived.
 JB0304
 JB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH337279(NAD 83)
 JB0304_MARKER: DR = REFERENCE MARK DISK
 JB0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0304_STAMPING: ADAMS NO 1 1960
 JB0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0304+STABILITY: SURFACE MOTION
 JB0304
 JB0304  HISTORY     - Date     Condition        Report By
 JB0304  HISTORY     - 1960     MONUMENTED       CGS
 JB0304  HISTORY     - 1973     GOOD             NGS
 JB0304
 JB0304                          STATION DESCRIPTION
 JB0304
 JB0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0304'2.4 MI N FROM INA.
 JB0304'ABOUT 2.15 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0304'RAILROAD FROM THE STATION AT INA, THENCE 0.3 MILE EAST ALONG A
 JB0304'GRAVEL ROAD, AT A DRIVE NORTH TO A FARM HOUSE, 27 FEET NORTH
 JB0304'OF THE CENTER LINE OF THE ROAD, 182 FEET EAST OF THE CENTER
 JB0304'LINE OF THE DRIVE, 1 FOOT SOUTH OF A FENCE, 78 FEET EAST OF A
 JB0304'FENCE CORNER, 79 FEET NORTHEAST OF POWER POLE NUMBER 9 WITH A
 JB0304'TRANSFORMER, 72 FEET EAST-SOUTHEAST OF A BLAZED TRIPLE TRUNK
 JB0304'HICKORY TREE, 45.0 FEET EAST-SOUTHEAST OF TRAVERSE STATION
 JB0304'ADAMS, 42.7 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET
 JB0304'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0304'POST PROJECTING 4 INCHES.
 JB0304
 JB0304                          STATION RECOVERY (1973)
 JB0304
 JB0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0307 ***********************************************************************
 JB0307  DESIGNATION -  ADAMS RM 3
 JB0307  PID         -  JB0307
 JB0307  STATE/COUNTY-  IL/JEFFERSON
 JB0307  USGS QUAD   -  INA (1975)
 JB0307
 JB0307                         *CURRENT SURVEY CONTROL
 JB0307  ___________________________________________________________________
 JB0307* NAD 83(1986)-  38 11 02.     (N)    088 53 54.     (W)     SCALED    
 JB0307* NAVD 88     -       126.20   (meters)     414.0    (feet)  RESET     
 JB0307  ___________________________________________________________________
 JB0307  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JB0307
 JB0307  VERT ORDER  -  THIRD
 JB0307
 JB0307.The horizontal coordinates were scaled from a topographic map and have
 JB0307.an estimated accuracy of +/- 6 seconds.
 JB0307
 JB0307.The orthometric height was computed from unverified reset data.
 JB0307
 JB0307.The geoid height was determined by GEOID03.
 JB0307
 JB0307;                    North         East    Units  Estimated Accuracy
 JB0307;SPC IL E     -   168,540.      250,500.      MT  (+/- 180 meters Scaled)
 JB0307
 JB0307                          SUPERSEDED SURVEY CONTROL
 JB0307
 JB0307.No superseded survey control is available for this station.
 JB0307
 JB0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH337279(NAD 83)
 JB0307_MARKER: DR = REFERENCE MARK DISK
 JB0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0307_STAMPING: ADAMS 1960 NO 3 1973
 JB0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0307+STABILITY: SURFACE MOTION
 JB0307
 JB0307  HISTORY     - Date     Condition        Report By
 JB0307  HISTORY     - 1973     MONUMENTED       NGS
 JB0307
 JB0307                          STATION DESCRIPTION
 JB0307
 JB0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0307'1.5 MI S FROM BONNIE.
 JB0307'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST
 JB0307'OFFICE AT BONNIE, THENCE EAST ALONG PAVED ROAD 0.25 MILE TO THE
 JB0307'MARK ON THE RIGHT, 16 FEET SOUTH OF THE CENTERLINE OF ROAD, 1
 JB0307'FOOT SOUTH OF METAL GUARD RAIL, 1 FOOT WEST OF A METAL WITNESS
 JB0307'POST AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 JB0307'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1707 ***********************************************************************
 HB1707  DESIGNATION -  ADAMS RM 3
 HB1707  PID         -  HB1707
 HB1707  STATE/COUNTY-  IL/JOHNSON
 HB1707  USGS QUAD   -  MT PLEASANT (1966)
 HB1707
 HB1707                         *CURRENT SURVEY CONTROL
 HB1707  ___________________________________________________________________
 HB1707* NAD 83(1997)-  37 24 26.13855(N)    089 02 34.72654(W)     ADJUSTED  
 HB1707* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 HB1707  ___________________________________________________________________
 HB1707  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HB1707  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB1707
 HB1707  HORZ ORDER  -  FIRST
 HB1707
 HB1707.The horizontal coordinates were established by classical geodetic methods
 HB1707.and adjusted by the National Geodetic Survey in October 1999..
 HB1707
 HB1707.The orthometric height was scaled from a topographic map.
 HB1707
 HB1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1707
 HB1707.The geoid height was determined by GEOID03.
 HB1707
 HB1707;                    North         East     Units Scale Factor Converg.
 HB1707;SPC IL E     -    82,424.205   237,172.835   MT  1.00002360   -0 25 52.0
 HB1707;SPC IL E     -   270,420.08    778,124.54   sFT  1.00002360   -0 25 52.0
 HB1707;UTM  16      - 4,142,011.408   319,187.655   MT  1.00000273   -1 14 29.0
 HB1707
 HB1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1707!SPC IL E     -   0.99997545  x   1.00002360  =   0.99999905
 HB1707!UTM  16      -   0.99997545  x   1.00000273  =   0.99997818
 HB1707
 HB1707|---------------------------------------------------------------------|
 HB1707| PID    Reference Object                     Distance      Geod. Az  |
 HB1707|                                                           dddmmss.s |
 HB1707| HB1706 ADAMS                                23.179 METERS 12355     |
 HB1707| HB1583 CYPRESS LOOKOUT TOWER               APPROX. 8.3 KM 1464153.6 |
 HB1707| HB1710 DONGOLA MUNICIPAL TANK              APPROX.12.4 KM 2462639.7 |
 HB1707| HB1732 ANNA MUNICIPAL TANK                 APPROX.19.6 KM 2872423.4 |
 HB1707| HB1713 ANNA STATE HOSPITAL WATER TANK      APPROX.19.1 KM 2934514.3 |
 HB1707| CI2860 ADAMS AZ MK                                        3093755.3 |
 HB1707|---------------------------------------------------------------------|
 HB1707
 HB1707                          SUPERSEDED SURVEY CONTROL
 HB1707
 HB1707  NAD 83(1997)-  37 24 26.14495(N)    089 02 34.72556(W) AD(       ) 1
 HB1707  NAD 83(1986)-  37 24 26.14456(N)    089 02 34.72806(W) AD(       ) 1
 HB1707  NAD 27      -  37 24 25.96354(N)    089 02 34.46037(W) AD(       ) 1
 HB1707
 HB1707.Superseded values are not recommended for survey control.
 HB1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1707.See file dsdata.txt to determine how the superseded data were derived.
 HB1707
 HB1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1918842011(NAD 83)
 HB1707_MARKER: DR = REFERENCE MARK DISK
 HB1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1707
 HB1707  HISTORY     - Date     Condition        Report By
 HB1707  HISTORY     - 1957     MONUMENTED       CGS
 HB1707
 HB1707                          STATION DESCRIPTION
 HB1707
 HB1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1707'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF BOLES, 6 MILES
 HB1707'SOUTH-SOUTHWEST OF BUNCOMBE, ON THE NORTH SIDE OF A GRAVELED
 HB1707'ROAD, ON PROPERTY OWNED AND OCCUPIED BY MR. JOHN BEGGS. IT IS 1 FOOT
 HB1707'NORTH OF A WIRE FENCE, 21 FEET NORTH OF THE CENTERLINE OF
 HB1707'THE GRAVELED ROAD AND 11 FEET WEST OF A WHITE WITNESS POST. THE
 HB1707'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ADAMS NO
 HB1707'3 1930.
 HB1707'
 HB1707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 146
 HB1707'AT THE WEST EDGE OF THE VILLAGE OF BOLES, GO WEST ON HIGHWAY
 HB1707'146 FOR 2.05 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTHWEST
 HB1707'AND SOUTH FOR 2.4 MILES TO A CROSSROAD AND A SCHOOL ON THE
 HB1707'LEFT. TURN RIGHT AND GO WEST AND NORTHWEST ON A GRAVELED ROAD FOR 1.0
 HB1707'MILE TO A CROSSROAD. CONTINUE WEST ON THE MAIN GRAVELED
 HB1707'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 HB1707'
 HB1707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND NORTH FOR
 HB1707'0.35 MILE TO A T-INTERSECTION. TURN LEFT AND GO WEST ON A
 HB1707'GRAVELED ROAD FOR 0.1 MILE TO A LARGE FARM HOUSE ON THE LEFT AND A
 HB1707'DRIVEWAY LEFT. TURN LEFT AND GO SOUTH ALONG THE WEST SIDE OF
 HB1707'THE LAWN FOR 0.05 MILE TO A WIRE GATE. PASS THROUGH THE GATE AND
 HB1707'CONTINUE SOUTH FOR ABOUT 100 FEET TO THE MARK ON THE RIGHT IN
 HB1707'A FENCE LINE.
 HB1707'
 HB1707'ADAMS 1930 IS 79 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME
 HB1707'HOUSE OWNED BY MR. JOHN BEGGS, 21 FEET SOUTH OF THE
 HB1707'CENTERLINE OF THE GRAVELED ROAD, 3 FEET SOUTH OF A WIRE FENCE AND 67
 HB1707'FEET SOUTHEAST OF A WHITE WITNESS POST. THE MONUMENT IS 10
 HB1707'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ADAMS
 HB1707'1930.
 HB1707'
 HB1707'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 3 FEET NORTH OF A 12
 HB1707'INCH ELM TREE, 36 FEET SOUTH OF A 10 INCH ELM TREE AND 2
 HB1707'FEET SOUTH OF A WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 HB1707'AND THE DISK IS STAMPED ADAMS 1930.
 HB1707'
 HB1707'ADAMS R.M. 3 WAS OCCUPIED AT THIS TIME BECAUSE IT WAS NOT POSSIBLE TO
 HB1707'BUILD A TOWER OVER ADAMS 1930 BECAUSE OF AN OVERHEAD POWER
 HB1707'LINE.
 HB1707'
 HB1707'IT WAS NOT POSSIBLE TO MAKE MEASUREMENTS BETWEEN REFERENCE MARK 3 AND
 HB1707'REFERENCE MARKS 1 AND 2 BECAUSE OF OBSTRUCTIONS.
 HB1707'
 HB1707'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0308 ***********************************************************************
 JB0308  DESIGNATION -  ADAMS RM 4
 JB0308  PID         -  JB0308
 JB0308  STATE/COUNTY-  IL/JEFFERSON
 JB0308  USGS QUAD   -  INA (1975)
 JB0308
 JB0308                         *CURRENT SURVEY CONTROL
 JB0308  ___________________________________________________________________
 JB0308* NAD 83(1986)-  38 11 02.     (N)    088 53 54.     (W)     SCALED    
 JB0308* NAVD 88     -       125.86   (meters)     412.9    (feet)  RESET     
 JB0308  ___________________________________________________________________
 JB0308  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JB0308
 JB0308  VERT ORDER  -  THIRD
 JB0308
 JB0308.The horizontal coordinates were scaled from a topographic map and have
 JB0308.an estimated accuracy of +/- 6 seconds.
 JB0308
 JB0308.The orthometric height was computed from unverified reset data.
 JB0308
 JB0308.The geoid height was determined by GEOID03.
 JB0308
 JB0308;                    North         East    Units  Estimated Accuracy
 JB0308;SPC IL E     -   168,540.      250,500.      MT  (+/- 180 meters Scaled)
 JB0308
 JB0308                          SUPERSEDED SURVEY CONTROL
 JB0308
 JB0308.No superseded survey control is available for this station.
 JB0308
 JB0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH337279(NAD 83)
 JB0308_MARKER: DR = REFERENCE MARK DISK
 JB0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0308_SP_SET: CULVERT
 JB0308_STAMPING: ADAMS 1960 NO 4 1973
 JB0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0308
 JB0308  HISTORY     - Date     Condition        Report By
 JB0308  HISTORY     - 1973     MONUMENTED       NGS
 JB0308
 JB0308                          STATION DESCRIPTION
 JB0308
 JB0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0308'1.5 MI S FROM BONNIE.
 JB0308'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0308'AT BONNIE, THENCE EAST ALONG PAVED ROAD FOR 0.25 MILE TO THE
 JB0308'MARK ON THE LEFT, A STANDARD DISK SET IN THE TOP OF THE WEST
 JB0308'END OF A CONCRETE HEADWALL OF CULVERT, 19 FEET NORTH OF THE
 JB0308'CENTERLINE OF THE ROAD AND 33 FEET SOUTHWEST OF A TRIPLE TRUNK
 JB0308'HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0103 ***********************************************************************
 LD0103  DESIGNATION -  ADD
 LD0103  PID         -  LD0103
 LD0103  STATE/COUNTY-  IL/KNOX
 LD0103  USGS QUAD   -  GALESBURG EAST (1982)
 LD0103
 LD0103                         *CURRENT SURVEY CONTROL
 LD0103  ___________________________________________________________________
 LD0103* NAD 83(1997)-  40 54 56.83978(N)    090 16 55.58635(W)     ADJUSTED  
 LD0103* NAVD 88     -       235.640  (meters)     773.10   (feet)  ADJUSTED  
 LD0103  ___________________________________________________________________
 LD0103  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LD0103  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0103  DYNAMIC HT  -         235.535 (meters)     772.75  (feet)  COMP
 LD0103  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 LD0103
 LD0103  HORZ ORDER  -  SECOND
 LD0103  VERT ORDER  -  SECOND    CLASS 0
 LD0103
 LD0103.The horizontal coordinates were established by classical geodetic methods
 LD0103.and adjusted by the National Geodetic Survey in October 1999..
 LD0103
 LD0103.The orthometric height was determined by differential leveling
 LD0103.and adjusted by the National Geodetic Survey in June 1991..
 LD0103
 LD0103.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0103
 LD0103.The geoid height was determined by GEOID03.
 LD0103
 LD0103.The dynamic height is computed by dividing the NAVD 88
 LD0103.geopotential number by the normal gravity value computed on the
 LD0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0103.degrees latitude (g = 980.6199 gals.).
 LD0103
 LD0103.The modeled gravity was interpolated from observed gravity values.
 LD0103
 LD0103;                    North         East     Units Scale Factor Converg.
 LD0103;SPC IL W     -   471,680.582   690,275.599   MT  0.99994234   -0 04 32.2
 LD0103;SPC IL W     - 1,547,505.38  2,264,679.19   sFT  0.99994234   -0 04 32.2
 LD0103;UTM  15      - 4,532,965.815   728,881.972   MT  1.00024483   +1 46 51.1
 LD0103
 LD0103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0103!SPC IL W     -   0.99996821  x   0.99994234  =   0.99991055
 LD0103!UTM  15      -   0.99996821  x   1.00024483  =   1.00021304
 LD0103
 LD0103|---------------------------------------------------------------------|
 LD0103| PID    Reference Object                     Distance      Geod. Az  |
 LD0103|                                                           dddmmss.s |
 LD0103| LD0693 ADD RM 3                             18.935 METERS 00143     |
 LD0103| CL8778 ADD AZ MK                                          0024728.6 |
 LD0103| LD0104 ADD RM 1                             16.612 METERS 09643     |
 LD0103| LD0692 ADD RM 4                              3.638 METERS 17810     |
 LD0103| LD0102 ADD RM 2                             11.649 METERS 17923     |
 LD0103| LD0718 KNOXVILLE CO NURSING HOME TANK      458.068 METERS 3152224.8 |
 LD0103|---------------------------------------------------------------------|
 LD0103
 LD0103                          SUPERSEDED SURVEY CONTROL
 LD0103
 LD0103  NAD 83(1997)-  40 54 56.83967(N)    090 16 55.58634(W) AD(       ) 2
 LD0103  NAD 83(1986)-  40 54 56.84426(N)    090 16 55.59879(W) AD(       ) 2
 LD0103  NAD 27      -  40 54 56.71050(N)    090 16 55.14270(W) AD(       ) 2
 LD0103  NGVD 29 (??/??/92)  235.698  (m)          773.29   (f) ADJ UNCH    2 0
 LD0103
 LD0103.Superseded values are not recommended for survey control.
 LD0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0103.See file dsdata.txt to determine how the superseded data were derived.
 LD0103
 LD0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2888232966(NAD 83)
 LD0103_MARKER: DS = TRIANGULATION STATION DISK
 LD0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0103_STAMPING: ADD 1959
 LD0103_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0103+STABILITY: SURFACE MOTION
 LD0103
 LD0103  HISTORY     - Date     Condition        Report By
 LD0103  HISTORY     - 1959     MONUMENTED       CGS
 LD0103  HISTORY     - 1959     GOOD             CGS
 LD0103  HISTORY     - 1979     GOOD             NGS
 LD0103  HISTORY     - 19971112 GOOD             USPSQD
 LD0103
 LD0103                          STATION DESCRIPTION
 LD0103
 LD0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0103'THE STATION IS LOCATED IN THE NORTH EADGE OF KNOXVILLE AND
 LD0103'AT THE SOUTHEAST CORNER OF GRAVEYARD.
 LD0103'
 LD0103'TO REACH THE STATION FROM THE POST OFFICE IN KNOXVILLE, GO
 LD0103'EAST ON MAIN STREET FOR 0.1 MILE TO SIDE ROAD LEFT, TURN
 LD0103'LEFT AND GO NORTH FOR 0.6 MILE TO THE STATION ON LEFT AS
 LD0103'DESCRIBED.
 LD0103'
 LD0103'THE STATION IS 39 FEET NORTH OF THE SOUTHEAST CORNER OF GRAVEYARD,
 LD0103'30 FEET WEST OF THE APPROXIMATE CENTER OF DIRT ROAD AND 2 FEET
 LD0103'EAST OF WITNESS POST.  THE MARK IS A STANDARD TRIANGULATION
 LD0103'STATION MARK DISK SET IN TOP OF A 10 X 10 INCH CONCRETE POST
 LD0103'PROJECTING ABOUT 2 INCHES AND THE DISK IS STAMPED ADD 1959.
 LD0103'
 LD0103'REFERENCE MARK NO. 1 IS 26 FEET EAST OF THE APPROXIMATE CENTER
 LD0103'OF DIRT ROAD AND 1 FOOT WEST OF FENCELINE.  THE MARK IS A
 LD0103'STANDARD REFERENCE MARK DISK SET IN TOP OF A 10 X 10 INCH
 LD0103'CONCRETE POST PROJECTING ABOUT 3 INCHES AND THE DISK IS STAMPED
 LD0103'ADD NO 1 1959.
 LD0103'
 LD0103'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTER OF DIRT ROAD
 LD0103'AND 1 FOOT NORTH OF THE SOUTHEAST CORNER OF GRAVEYARD.  THE
 LD0103'MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP OF 10 X 10
 LD0103'INCH CONCRETE POST PROJECTING ABOUT 3 INCHES AND THE DISK IS
 LD0103'STAMPED ADD NO 2 1959.
 LD0103'
 LD0103'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 LD0103'IS 62.40 FEET OR 19.02 METERS.
 LD0103'
 LD0103'HEIGHT OF LIGHT ABOVE STATION MARK 3.67 METERS.
 LD0103
 LD0103                          STATION RECOVERY (1959)
 LD0103
 LD0103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LD0103'0.4 MI N FROM KNOXVILLE.
 LD0103'ABOUT 0.35 MILES NORTH ALONG HEBARD STREET FROM THE ATCHISON,
 LD0103'TOPEKA AND SANTA FE RAILWAY STATION AT KNOXVILLE, NEAR THE
 LD0103'SOUTHEAST CORNER OF A CEMETERY, 29 FEET WEST OF THE CENTER LINE OF
 LD0103'THE ROAD, 181 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CEMETERY,
 LD0103'2.2 FEET EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 LD0103'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LD0103'2 INCHES.
 LD0103
 LD0103                          STATION RECOVERY (1979)
 LD0103
 LD0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LD0103'STATION MARK FOUND IN GOOD CONDITION.  RM 1 FOUND UPROOTED BY FARMING
 LD0103'EQUIPMENT.  RM 2 WAS NOT FOUND.  RM 3, 4 AND AN 1979 AZIMUTH MARK WAS
 LD0103'ESTABLISHED AT THIS TIME USING THE KNOXVILLE, CO NURSING HOME TANK
 LD0103'1959.  TO REACH FROM E MAIN AND HEBARD STREETS IN KNOXVILLE, GO N ON
 LD0103'HEBARD STREET FOR 0.5 MILE TO THE STATION ON THE LEFT AT THE SE CORNER
 LD0103'OF A CEMETERY AS DESCRIBED.  IT IS 76 FT S OF THE CENTER LINE OF THE
 LD0103'SE CEMETERY ENTRANCE ROAD.  64 FT S OF AN 8 FT STEEL POST, 29 FT W OF
 LD0103'THE CENTER LINE OF HEBARD STREET AND 1 FT S OF A METAL WITNESS
 LD0103'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED ADD 1959.
 LD0103'
 LD0103'RM 3 IS 28 FT W OF CENTER LINE OF STREET, 13 FT S OF CENTER LINE OF
 LD0103'THE CEMETERY ENTRANCE ROAD AND 5 FT WSW OF THE 8 FT METAL POST.  THE
 LD0103'MARK IS FLUSH AND THE DISK STAMPED ADD 1959 NO 3 1979.
 LD0103'
 LD0103'RM 4 IS 28 FT W OF CENTER LINE OF STREET AND 13 FT S OF THE METAL
 LD0103'WITNESS POST.  THE MARK IS FLUSH AND THE DISK STAMPED ADD 1959 NO 4
 LD0103'1979.
 LD0103'
 LD0103'THE AZIMUTH MARK IS 16 FT W OF FENCE LINE, 36 FT NE OF CENTER LINE OF
 LD0103'ROAD, 52 FT NE OF NE CORNER OF CEMETERY, 1.0 S OF FENCE, 1.5 FT SW OF
 LD0103'A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK STAMPED ADD
 LD0103'1959 1979.
 LD0103
 LD0103                          STATION RECOVERY (1997)
 LD0103
 LD0103'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0104 ***********************************************************************
 LD0104  DESIGNATION -  ADD RM 1
 LD0104  PID         -  LD0104
 LD0104  STATE/COUNTY-  IL/KNOX
 LD0104  USGS QUAD   -  GALESBURG EAST (1982)
 LD0104
 LD0104                         *CURRENT SURVEY CONTROL
 LD0104  ___________________________________________________________________
 LD0104* NAD 83(1986)-  40 54 56.     (N)    090 16 55.     (W)     SCALED    
 LD0104* NAVD 88     -       235.384  (meters)     772.26   (feet)  ADJUSTED  
 LD0104  ___________________________________________________________________
 LD0104  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0104  DYNAMIC HT  -         235.279 (meters)     771.91  (feet)  COMP
 LD0104  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 LD0104
 LD0104  VERT ORDER  -  SECOND    CLASS 0
 LD0104
 LD0104.The horizontal coordinates were scaled from a topographic map and have
 LD0104.an estimated accuracy of +/- 6 seconds.
 LD0104
 LD0104.The orthometric height was determined by differential leveling
 LD0104.and adjusted by the National Geodetic Survey in June 1991..
 LD0104
 LD0104.The geoid height was determined by GEOID03.
 LD0104
 LD0104.The dynamic height is computed by dividing the NAVD 88
 LD0104.geopotential number by the normal gravity value computed on the
 LD0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0104.degrees latitude (g = 980.6199 gals.).
 LD0104
 LD0104.The modeled gravity was interpolated from observed gravity values.
 LD0104
 LD0104;                    North         East    Units  Estimated Accuracy
 LD0104;SPC IL W     -   471,660.      690,290.      MT  (+/- 180 meters Scaled)
 LD0104
 LD0104                          SUPERSEDED SURVEY CONTROL
 LD0104
 LD0104  NGVD 29 (??/??/92)  235.442  (m)          772.45   (f) ADJ UNCH    2 0
 LD0104
 LD0104.Superseded values are not recommended for survey control.
 LD0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0104.See file dsdata.txt to determine how the superseded data were derived.
 LD0104
 LD0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF288329(NAD 83)
 LD0104_MARKER: DR = REFERENCE MARK DISK
 LD0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0104_STAMPING: ADD NO 1 1959
 LD0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0104+STABILITY: SURFACE MOTION
 LD0104
 LD0104  HISTORY     - Date     Condition        Report By
 LD0104  HISTORY     - 1959     MONUMENTED       CGS
 LD0104  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0104
 LD0104                          STATION DESCRIPTION
 LD0104
 LD0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0104'0.4 MI N FROM KNOXVILLE.
 LD0104'ABOUT 0.35 MILES NORTH ALONG HEBARD STREET FROM THE ATCHISON,
 LD0104'TOPEKA AND SANTA FE RAILWAY STATION AT KNOXVILLE, NEAR THE SOUTHEAST
 LD0104'CORNER OF A CEMETERY, 26.4 FEET EAST OF THE CENTER LINE OF THE
 LD0104'ROAD, 194 1/2 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTHEAST
 LD0104'CORNER OF THE CEMETERY, 1 1/2 FEET WEST OF FENCE LINE, 54.5 FEET
 LD0104'EAST OF TRIANGULATION STATION ADD, 56.7 FEET EAST OF A METAL
 LD0104'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN
 LD0104'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LD0104
 LD0104                          STATION RECOVERY (1997)
 LD0104
 LD0104'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0102 ***********************************************************************
 LD0102  DESIGNATION -  ADD RM 2
 LD0102  PID         -  LD0102
 LD0102  STATE/COUNTY-  IL/KNOX
 LD0102  USGS QUAD   -  GALESBURG EAST (1982)
 LD0102
 LD0102                         *CURRENT SURVEY CONTROL
 LD0102  ___________________________________________________________________
 LD0102* NAD 83(1986)-  40 54 56.     (N)    090 16 55.     (W)     SCALED    
 LD0102* NAVD 88     -       235.773  (meters)     773.53   (feet)  ADJUSTED  
 LD0102  ___________________________________________________________________
 LD0102  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0102  DYNAMIC HT  -         235.668 (meters)     773.19  (feet)  COMP
 LD0102  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 LD0102
 LD0102  VERT ORDER  -  SECOND    CLASS 0
 LD0102
 LD0102.The horizontal coordinates were scaled from a topographic map and have
 LD0102.an estimated accuracy of +/- 6 seconds.
 LD0102
 LD0102.The orthometric height was determined by differential leveling
 LD0102.and adjusted by the National Geodetic Survey in June 1991..
 LD0102
 LD0102.The geoid height was determined by GEOID03.
 LD0102
 LD0102.The dynamic height is computed by dividing the NAVD 88
 LD0102.geopotential number by the normal gravity value computed on the
 LD0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0102.degrees latitude (g = 980.6199 gals.).
 LD0102
 LD0102.The modeled gravity was interpolated from observed gravity values.
 LD0102
 LD0102;                    North         East    Units  Estimated Accuracy
 LD0102;SPC IL W     -   471,660.      690,290.      MT  (+/- 180 meters Scaled)
 LD0102
 LD0102                          SUPERSEDED SURVEY CONTROL
 LD0102
 LD0102  NGVD 29 (??/??/92)  235.831  (m)          773.72   (f) ADJ UNCH    2 0
 LD0102
 LD0102.Superseded values are not recommended for survey control.
 LD0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0102.See file dsdata.txt to determine how the superseded data were derived.
 LD0102
 LD0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF288329(NAD 83)
 LD0102_MARKER: DR = REFERENCE MARK DISK
 LD0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0102_STAMPING: ADD NO 2 1959
 LD0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0102+STABILITY: SURFACE MOTION
 LD0102
 LD0102  HISTORY     - Date     Condition        Report By
 LD0102  HISTORY     - 1959     MONUMENTED       CGS
 LD0102  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0102
 LD0102                          STATION DESCRIPTION
 LD0102
 LD0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0102'0.2 MI N FROM KNOXVILLE.
 LD0102'ABOUT 0.35 MILE NORTH ALONG HEBARD STREET FROM THE ATCHISON,
 LD0102'TOPEKA AND SANTA FE RAILWAY STATION AT KNOXVILLE, AT THE SOUTHEAST
 LD0102'CORNER OF A CEMETERY, 28.0 FEET WEST OF THE CENTER LINE OF THE
 LD0102'ROAD, 219 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CEMETERY,
 LD0102'38.2 FEET SOUTH OF TRIANGULATION STATION ADD, 38.8 FEET SOUTH OF
 LD0102'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 LD0102'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LD0102
 LD0102                          STATION RECOVERY (1997)
 LD0102
 LD0102'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0693 ***********************************************************************
 LD0693  DESIGNATION -  ADD RM 3
 LD0693  PID         -  LD0693
 LD0693  STATE/COUNTY-  IL/KNOX
 LD0693  USGS QUAD   -  GALESBURG EAST (1982)
 LD0693
 LD0693                         *CURRENT SURVEY CONTROL
 LD0693  ___________________________________________________________________
 LD0693* NAD 83(1986)-  40 54 56.     (N)    090 16 55.     (W)     SCALED    
 LD0693* NAVD 88     -       235.05   (meters)     771.2    (feet)  RESET     
 LD0693  ___________________________________________________________________
 LD0693  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0693
 LD0693  VERT ORDER  -  THIRD
 LD0693
 LD0693.The horizontal coordinates were scaled from a topographic map and have
 LD0693.an estimated accuracy of +/- 6 seconds.
 LD0693
 LD0693.The orthometric height was computed from unverified reset data.
 LD0693.No vertical observational check was made to the station.
 LD0693
 LD0693.The geoid height was determined by GEOID03.
 LD0693
 LD0693;                    North         East    Units  Estimated Accuracy
 LD0693;SPC IL W     -   471,660.      690,290.      MT  (+/- 180 meters Scaled)
 LD0693
 LD0693                          SUPERSEDED SURVEY CONTROL
 LD0693
 LD0693  NGVD 29 (03/28/06)  235.10   (m)          771.3    (f) RESET       3  
 LD0693
 LD0693.Superseded values are not recommended for survey control.
 LD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0693.See file dsdata.txt to determine how the superseded data were derived.
 LD0693
 LD0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF288329(NAD 83)
 LD0693_MARKER: DR = REFERENCE MARK DISK
 LD0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0693_STAMPING: ADD 1959 NO 3 1979
 LD0693_PROJECTION: FLUSH
 LD0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0693+STABILITY: SURFACE MOTION
 LD0693
 LD0693  HISTORY     - Date     Condition        Report By
 LD0693  HISTORY     - 1979     MONUMENTED       NGS
 LD0693  HISTORY     - 19971112 GOOD             USPSQD
 LD0693
 LD0693                          STATION DESCRIPTION
 LD0693
 LD0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LD0693'IN KNOXVILLE.
 LD0693'0.5 MILE NORTH ALONG HEBARD STREET FROM ITS JUNCTION WITH EAST MAIN
 LD0693'STREET IN KNOXVILLE, 28 FEET WEST OF CENTERLINE OF STREET, 13 FEET
 LD0693'SOUTH OF THE CENTERLINE OF THE CEMETERY ENTRANCE ROAD AND 5 FEET WEST
 LD0693'OF AN 8 FOOT HIGH METAL POST.
 LD0693'THE MARK IS 2 FT ABOVE STREET.
 LD0693
 LD0693                          STATION RECOVERY (1997)
 LD0693
 LD0693'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0692 ***********************************************************************
 LD0692  DESIGNATION -  ADD RM 4
 LD0692  PID         -  LD0692
 LD0692  STATE/COUNTY-  IL/KNOX
 LD0692  USGS QUAD   -  GALESBURG EAST (1982)
 LD0692
 LD0692                         *CURRENT SURVEY CONTROL
 LD0692  ___________________________________________________________________
 LD0692* NAD 83(1986)-  40 54 56.     (N)    090 16 55.     (W)     SCALED    
 LD0692* NAVD 88     -       235.55   (meters)     772.8    (feet)  RESET     
 LD0692  ___________________________________________________________________
 LD0692  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0692
 LD0692  VERT ORDER  -  THIRD
 LD0692
 LD0692.The horizontal coordinates were scaled from a topographic map and have
 LD0692.an estimated accuracy of +/- 6 seconds.
 LD0692
 LD0692.The orthometric height was computed from unverified reset data.
 LD0692.No vertical observational check was made to the station.
 LD0692
 LD0692.The geoid height was determined by GEOID03.
 LD0692
 LD0692;                    North         East    Units  Estimated Accuracy
 LD0692;SPC IL W     -   471,660.      690,290.      MT  (+/- 180 meters Scaled)
 LD0692
 LD0692                          SUPERSEDED SURVEY CONTROL
 LD0692
 LD0692  NGVD 29 (03/28/06)  235.61   (m)          773.0    (f) RESET       3  
 LD0692
 LD0692.Superseded values are not recommended for survey control.
 LD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0692.See file dsdata.txt to determine how the superseded data were derived.
 LD0692
 LD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF288329(NAD 83)
 LD0692_MARKER: DR = REFERENCE MARK DISK
 LD0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0692_STAMPING: ADD 1959 NO 4 1979
 LD0692_PROJECTION: FLUSH
 LD0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0692+STABILITY: SURFACE MOTION
 LD0692
 LD0692  HISTORY     - Date     Condition        Report By
 LD0692  HISTORY     - 1979     MONUMENTED       NGS
 LD0692  HISTORY     - 19971112 GOOD             USPSQD
 LD0692
 LD0692                          STATION DESCRIPTION
 LD0692
 LD0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LD0692'IN KNOXVILLE.
 LD0692'0.5 MILE NORTH ALONG HEBARD STREET FROM ITS JUNCTION WITH EAST MAIN
 LD0692'STREET IN KNOXVILLE, 28 FEET WEST OF CENTERLINE OF STREET.
 LD0692'THE MARK IS 13 FT  S FROM A WITNESS POST.
 LD0692'THE MARK IS 2 FT ABOVE STREET.
 LD0692
 LD0692                          STATION RECOVERY (1997)
 LD0692
 LD0692'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1906 ***********************************************************************
 JB1906  DESIGNATION -  ADDIE
 JB1906  PID         -  JB1906
 JB1906  STATE/COUNTY-  IL/WASHINGTON
 JB1906  USGS QUAD   -  NASHVILLE (1981)
 JB1906
 JB1906                         *CURRENT SURVEY CONTROL
 JB1906  ___________________________________________________________________
 JB1906* NAD 83(1997)-  38 21 42.62793(N)    089 28 24.57330(W)     ADJUSTED  
 JB1906* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 JB1906  ___________________________________________________________________
 JB1906  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 JB1906  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 JB1906
 JB1906  HORZ ORDER  -  SECOND
 JB1906
 JB1906.The horizontal coordinates were established by classical geodetic methods
 JB1906.and adjusted by the National Geodetic Survey in October 1999..
 JB1906
 JB1906.The orthometric height was scaled from a topographic map.
 JB1906
 JB1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1906
 JB1906.The geoid height was determined by GEOID03.
 JB1906
 JB1906;                    North         East     Units Scale Factor Converg.
 JB1906;SPC IL W     -   188,359.246   760,579.599   MT  0.99998636   +0 25 48.8
 JB1906;SPC IL W     -   617,975.29  2,495,334.90   sFT  0.99998636   +0 25 48.8
 JB1906;UTM  16      - 4,248,859.388   283,889.774   MT  1.00017520   -1 32 08.5
 JB1906
 JB1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1906!SPC IL W     -   0.99998042  x   0.99998636  =   0.99996678
 JB1906!UTM  16      -   0.99998042  x   1.00017520  =   1.00015561
 JB1906
 JB1906:                Primary Azimuth Mark                     Grid Az
 JB1906:SPC IL W     -  NASHVILLE NE MUNICIPAL TANK              102 50 57.5
 JB1906:UTM  16      -  NASHVILLE NE MUNICIPAL TANK              104 48 54.8
 JB1906
 JB1906|---------------------------------------------------------------------|
 JB1906| PID    Reference Object                     Distance      Geod. Az  |
 JB1906|                                                           dddmmss.s |
 JB1906| JB1902 NASHVILLE NE MUNICIPAL TANK         APPROX. 8.2 KM 1031646.3 |
 JB1906| JB1904 NASHVILLE SW MUNICIPAL TANK         APPROX. 8.1 KM 1050852.1 |
 JB1906| CI2867 ADDIE AZ MK                                        1073456.9 |
 JB1906| CI2868 ADDIE RM 1                           27.514 METERS 11359     |
 JB1906| CI2869 ADDIE RM 2                           24.765 METERS 35625     |
 JB1906|---------------------------------------------------------------------|
 JB1906
 JB1906                          SUPERSEDED SURVEY CONTROL
 JB1906
 JB1906  NAD 83(1986)-  38 21 42.64427(N)    089 28 24.57219(W) AD(       ) 2
 JB1906  NAD 27      -  38 21 42.46123(N)    089 28 24.25695(W) AD(       ) 2
 JB1906
 JB1906.Superseded values are not recommended for survey control.
 JB1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1906.See file dsdata.txt to determine how the superseded data were derived.
 JB1906
 JB1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH8389048859(NAD 83)
 JB1906_MARKER: DS = TRIANGULATION STATION DISK
 JB1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1906
 JB1906  HISTORY     - Date     Condition        Report By
 JB1906  HISTORY     - 1962     MONUMENTED       CGS
 JB1906
 JB1906                          STATION DESCRIPTION
 JB1906
 JB1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1906'NO PICTURE POINT AVAILABLE.
 JB1906'
 JB1906'THE STATION IS ABOUT 5 MILES WEST OF NASHVILLE, ABOUT 2 MILES
 JB1906'SOUTH-SOUTHEAST OF ADDIEVILLE AND ON THE ROAD RIGHT-OF-WAY.  IT IS
 JB1906'61 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 460, 41 FEET WEST
 JB1906'OF THE CENTERLINE OF A PAVED ROAD, 26 FEET NORTHEAST OF A FENCE
 JB1906'CORNER AND A RIGHT-OF-WAY MARKER AND 15 FEET SOUTHWEST OF A
 JB1906'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JB1906'STAMPED ADDIE 1962.
 JB1906'
 JB1906'TO REACH FROM THE SOUTH SIDE OF THE COURTHOUSE SQUARE IN NASHVILLE,
 JB1906'GO WEST ON U.S. HIGHWAY 460 FOR 4.95 MILES TO THE AZIMUTH MARK
 JB1906'ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 460 FOR 0.3 MILE TO A
 JB1906'ROAD FORK AND THE STATION.
 JB1906'
 JB1906'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ADDIE NO 1 1962 CEMENTED
 JB1906'IN A DRILLED HOLE IN THE WEST END OF THE NORTH CONCRETE ABUTMENT OF
 JB1906'A CONCRETE CULVERT.  IT IS 29 FEET NORTH OF THE CENTERLINE OF
 JB1906'HIGHWAY 460 AND 24 FEET SOUTHEAST OF THE EAST END OF A CORRUGATED
 JB1906'CULVERT.
 JB1906'
 JB1906'REFERENCE MARK 2 IS 16 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD
 JB1906'AND 52 FEET EAST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 2
 JB1906'INCHES AND THE DISK IS STAMPED ADDIE NO 2 1962.
 JB1906'
 JB1906'THE AZIMUTH MARK IS 27 FEET NORTH OF THE CENTERLINE OF HIGHWAY 460,
 JB1906'2 FEET NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 1 FOOT SOUTH
 JB1906'OF A WIRE FENCE AND 1 FOOT SOUTHEAST OF A WITNESS POST.  THE
 JB1906'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ADDIE 1962.
 JB1906'
 JB1906'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1907 ***********************************************************************
 JB1907  DESIGNATION -  ADDIEVILLE LION UN CH CHRIST
 JB1907  PID         -  JB1907
 JB1907  STATE/COUNTY-  IL/WASHINGTON
 JB1907  USGS QUAD   -  ADDIEVILLE (1974)
 JB1907
 JB1907                         *CURRENT SURVEY CONTROL
 JB1907  ___________________________________________________________________
 JB1907* NAD 83(1997)-  38 23 27.90654(N)    089 29 16.23512(W)     ADJUSTED  
 JB1907* NAVD 88     -                                                        
 JB1907  ___________________________________________________________________
 JB1907  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 JB1907  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 JB1907
 JB1907  HORZ ORDER  -  THIRD
 JB1907
 JB1907.The horizontal coordinates were established by classical geodetic methods
 JB1907.and adjusted by the National Geodetic Survey in October 1999..
 JB1907
 JB1907
 JB1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1907
 JB1907.The geoid height was determined by GEOID03.
 JB1907
 JB1907;                    North         East     Units Scale Factor Converg.
 JB1907;SPC IL W     -   191,595.984   759,301.553   MT  0.99998447   +0 25 17.7
 JB1907;SPC IL W     -   628,594.49  2,491,141.85   sFT  0.99998447   +0 25 17.7
 JB1907;UTM  16      - 4,252,138.710   282,723.328   MT  1.00018143   -1 32 44.2
 JB1907
 JB1907                          SUPERSEDED SURVEY CONTROL
 JB1907
 JB1907  NAD 83(1986)-  38 23 27.92138(N)    089 29 16.23333(W) AD(       ) 4
 JB1907  NAD 27      -  38 23 27.73764(N)    089 29 15.91796(W) AD(       ) 3
 JB1907
 JB1907.Superseded values are not recommended for survey control.
 JB1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1907.See file dsdata.txt to determine how the superseded data were derived.
 JB1907
 JB1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH8272352139(NAD 83)
 JB1907_MARKER: 90 = CHURCH SPIRE
 JB1907
 JB1907  HISTORY     - Date     Condition        Report By
 JB1907  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1907  HISTORY     - 1962     GOOD             CGS
 JB1907
 JB1907                          STATION DESCRIPTION
 JB1907
 JB1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1907'THE STATION IS LOCATED ABOUT 1 BLOCK WEST OF THE MAIN PART OF THE
 JB1907'TOWN OF ADDIEVILLE.  THE STRUCTURE IS OF RED BRICK WITH A GRAY
 JB1907'SHINGLED SPIRE WHICH HAS AN OVERALL HEIGHT OF APPROXIMATELY 100
 JB1907'FEET.
 JB1907'
 JB1907'THE POINT INTERSECTED WAS THE CROSS AT TOP OF SPIRE.
 JB1907
 JB1907                          STATION RECOVERY (1962)
 JB1907
 JB1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1907'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3159 ***********************************************************************
 ME3159  DESIGNATION -  ADDISON MUNICIPAL TANK
 ME3159  PID         -  ME3159
 ME3159  STATE/COUNTY-  IL/DU PAGE
 ME3159  USGS QUAD   -  ELMHURST (1997)
 ME3159
 ME3159                         *CURRENT SURVEY CONTROL
 ME3159  ___________________________________________________________________
 ME3159* NAD 83(1997)-  41 55 51.00621(N)    087 59 10.51120(W)     ADJUSTED  
 ME3159* NAVD 88     -                                                        
 ME3159  ___________________________________________________________________
 ME3159  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 ME3159  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME3159
 ME3159  HORZ ORDER  -  THIRD
 ME3159
 ME3159.The horizontal coordinates were established by classical geodetic methods
 ME3159.and adjusted by the National Geodetic Survey in October 1999..
 ME3159
 ME3159
 ME3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3159
 ME3159.The geoid height was determined by GEOID03.
 ME3159
 ME3159;                    North         East     Units Scale Factor Converg.
 ME3159;SPC IL E     -   584,478.734   328,786.279   MT  0.99998519   +0 13 55.0
 ME3159;SPC IL E     - 1,917,577.31  1,078,692.98   sFT  0.99998519   +0 13 55.0
 ME3159;UTM  16      - 4,642,567.261   418,232.033   MT  0.99968227   -0 39 32.7
 ME3159
 ME3159                          SUPERSEDED SURVEY CONTROL
 ME3159
 ME3159  NAD 83(1997)-  41 55 51.00628(N)    087 59 10.51181(W) AD(       ) 4
 ME3159  NAD 83(1997)-  41 55 51.00817(N)    087 59 10.52303(W) AD(       ) 4
 ME3159  NAD 83(1986)-  41 55 51.00909(N)    087 59 10.52312(W) AD(       ) 4
 ME3159  NAD 27      -  41 55 50.90363(N)    087 59 10.28274(W) AD(       ) 3
 ME3159
 ME3159.Superseded values are not recommended for survey control.
 ME3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3159.See file dsdata.txt to determine how the superseded data were derived.
 ME3159
 ME3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1823242567(NAD 83)
 ME3159_MARKER: 53 = ELEVATED TANK
 ME3159
 ME3159  HISTORY     - Date     Condition        Report By
 ME3159  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3159  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME3159
 ME3159                          STATION DESCRIPTION
 ME3159
 ME3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3159'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3159'TANK LOCATED ABOUT
 ME3159'150 FEET SOUTHEAST OF THE INTERSECTION OF LAKE STREET (U.S. HIGHWAY
 ME3159'20) AND IOWA STREET IN THE CENTRAL
 ME3159'SECTION OF ADDISON.  IT IS A STEEL TANK SUPPORTED BY A FOURLEGGED
 ME3159'STEEL STRUCTURE AND IS PAINTED GREY WITH THE NAME
 ME3159'ADDISON PAINTED ON THE EAST AND
 ME3159'WEST SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT 100 FEET.
 ME3159
 ME3159                          STATION RECOVERY (1987)
 ME3159
 ME3159'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1290 ***********************************************************************
 MF1290  DESIGNATION -  ADDISON RADIO STA WMBI MAST
 MF1290  PID         -  MF1290
 MF1290  STATE/COUNTY-  IL/DU PAGE
 MF1290  USGS QUAD   -  LOMBARD (1993)
 MF1290
 MF1290                         *CURRENT SURVEY CONTROL
 MF1290  ___________________________________________________________________
 MF1290* NAD 83(1997)-  41 55 40.96084(N)    088 00 22.88079(W)     ADJUSTED  
 MF1290* NAVD 88     -                                                        
 MF1290  ___________________________________________________________________
 MF1290  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MF1290  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MF1290
 MF1290  HORZ ORDER  -  THIRD
 MF1290
 MF1290.The horizontal coordinates were established by classical geodetic methods
 MF1290.and adjusted by the National Geodetic Survey in October 1999..
 MF1290
 MF1290
 MF1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1290
 MF1290.The geoid height was determined by GEOID03.
 MF1290
 MF1290;                    North         East     Units Scale Factor Converg.
 MF1290;SPC IL E     -   584,162.254   327,120.176   MT  0.99998405   +0 13 06.6
 MF1290;SPC IL E     - 1,916,538.99  1,073,226.78   sFT  0.99998405   +0 13 06.6
 MF1290;UTM  16      - 4,642,276.815   416,561.713   MT  0.99968567   -0 40 20.9
 MF1290
 MF1290                          SUPERSEDED SURVEY CONTROL
 MF1290
 MF1290  NAD 83(1997)-  41 55 40.96092(N)    088 00 22.88141(W) AD(       ) 4
 MF1290  NAD 83(1986)-  41 55 40.96381(N)    088 00 22.89228(W) AD(       ) 4
 MF1290  NAD 27      -  41 55 40.85863(N)    088 00 22.65034(W) AD(       ) 3
 MF1290
 MF1290.Superseded values are not recommended for survey control.
 MF1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1290.See file dsdata.txt to determine how the superseded data were derived.
 MF1290
 MF1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1656242277(NAD 83)
 MF1290_MARKER: 42 = RADIO/TV MAST
 MF1290
 MF1290  HISTORY     - Date     Condition        Report By
 MF1290  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1290  HISTORY     - 19930210 GOOD             USPSQD
 MF1290  HISTORY     - 20060121 GOOD             USPSQD
 MF1290
 MF1290                          STATION DESCRIPTION
 MF1290
 MF1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1290'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 MF1290'STATION WMBI LOCATED 0.25 MILE SOUTHWEST OF THE INTERSECTION
 MF1290'OF ARMY TRAIL ROAD AND MILL ROAD ABOUT 1 MILE WEST OF ADDISON.
 MF1290'THE OFFICE AND STUDIOS OF THE STATION ARE IN DOWNTOWN CHICAGO.
 MF1290'IT IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY
 MF1290'GUY WIRES AND IS PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 MF1290'WHITE.  THE HEIGHT IS 438 FEET.
 MF1290
 MF1290                          STATION RECOVERY (1993)
 MF1290
 MF1290'RECOVERY NOTE BY US POWER SQUADRON 1993
 MF1290'RECOVERED IN GOOD CONDITION.
 MF1290
 MF1290                          STATION RECOVERY (2006)
 MF1290
 MF1290'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1729 ***********************************************************************
 JB1729  DESIGNATION -  ADEN LOOKOUT TOWER
 JB1729  PID         -  JB1729
 JB1729  STATE/COUNTY-  IL/HAMILTON
 JB1729  USGS QUAD   -  BELLE PRAIRIE CITY (1974)
 JB1729
 JB1729                         *CURRENT SURVEY CONTROL
 JB1729  ___________________________________________________________________
 JB1729* NAD 83(1997)-  38 14 27.18648(N)    088 31 11.50236(W)     ADJUSTED  
 JB1729* NAVD 88     -                                                        
 JB1729  ___________________________________________________________________
 JB1729  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 JB1729  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 JB1729
 JB1729  HORZ ORDER  -  THIRD
 JB1729
 JB1729.The horizontal coordinates were established by classical geodetic methods
 JB1729.and adjusted by the National Geodetic Survey in October 1999..
 JB1729
 JB1729
 JB1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1729
 JB1729.The geoid height was determined by GEOID03.
 JB1729
 JB1729;                    North         East     Units Scale Factor Converg.
 JB1729;SPC IL E     -   174,728.587   283,670.885   MT  0.99997828   -0 06 55.6
 JB1729;SPC IL E     -   573,255.37    930,676.90   sFT  0.99997828   -0 06 55.6
 JB1729;UTM  16      - 4,233,634.340   366,994.180   MT  0.99981787   -0 56 27.2
 JB1729
 JB1729                          SUPERSEDED SURVEY CONTROL
 JB1729
 JB1729  NAD 83(1997)-  38 14 27.19772(N)    088 31 11.50150(W) AD(       ) 4
 JB1729  NAD 83(1986)-  38 14 27.20021(N)    088 31 11.50235(W) AD(       ) 4
 JB1729  NAD 27      -  38 14 27.02567(N)    088 31 11.31536(W) AD(       ) 3
 JB1729
 JB1729.Superseded values are not recommended for survey control.
 JB1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1729.See file dsdata.txt to determine how the superseded data were derived.
 JB1729
 JB1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6699433634(NAD 83)
 JB1729_MARKER: 57 = LOOKOUT TOWER
 JB1729
 JB1729  HISTORY     - Date     Condition        Report By
 JB1729  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1729
 JB1729                          STATION DESCRIPTION
 JB1729
 JB1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1729'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF ADEN AND ABOUT 2 MILES
 JB1729'NORTHEAST OF BELLE PRAIRIE CITY.
 JB1729'
 JB1729'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 142 AND
 JB1729'ADEN ROAD WHICH IS
 JB1729'ABOUT 10 MILES NORTH OF MCLEANSBORO, GO EAST ON
 JB1729'ADEN ROAD FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 JB1729'
 JB1729'THE STATION IS A FOUR LEGGED STEEL TOWER WITH A METAL CABIN ON TOP.
 JB1729'THE OVERALL HEIGHT
 JB1729'IS ABOUT 110 FEET TO THE TOP.  THE POINT
 JB1729'INTERSECTED IS THE TOP OF THE METAL CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0984 ***********************************************************************
 KB0984  DESIGNATION -  ADJ 1905 RESET 1961
 KB0984  PID         -  KB0984
 KB0984  STATE/COUNTY-  IL/MENARD
 KB0984  USGS QUAD   -  SALISBURY (1970)
 KB0984
 KB0984                         *CURRENT SURVEY CONTROL
 KB0984  ___________________________________________________________________
 KB0984* NAD 83(1986)-  39 59 05.     (N)    089 47 38.     (W)     SCALED    
 KB0984* NAVD 88     -       185.60   (meters)     608.9    (feet)  RESET     
 KB0984  ___________________________________________________________________
 KB0984  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KB0984
 KB0984  VERT ORDER  -  THIRD
 KB0984
 KB0984.The horizontal coordinates were scaled from a topographic map and have
 KB0984.an estimated accuracy of +/- 6 seconds.
 KB0984
 KB0984.The orthometric height was computed from unverified reset data.
 KB0984
 KB0984.The geoid height was determined by GEOID03.
 KB0984
 KB0984;                    North         East    Units  Estimated Accuracy
 KB0984;SPC IL W     -   368,360.      731,840.      MT  (+/- 180 meters Scaled)
 KB0984
 KB0984                          SUPERSEDED SURVEY CONTROL
 KB0984
 KB0984.No superseded survey control is available for this station.
 KB0984
 KB0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK614298(NAD 83)
 KB0984_MARKER: DB = BENCH MARK DISK
 KB0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0984_STAMPING: ADJ 1905 USGS RESET
 KB0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0984+STABILITY: SURFACE MOTION
 KB0984
 KB0984  HISTORY     - Date     Condition        Report By
 KB0984  HISTORY     - 1905     MONUMENTED       CGS
 KB0984  HISTORY     - 1961     GOOD             NGS
 KB0984  HISTORY     - 1971     GOOD             USGS
 KB0984
 KB0984                          STATION DESCRIPTION
 KB0984
 KB0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0984'AT TICE.
 KB0984'AT TICE, MENARD COUNTY, SET IN THE TOP OF A 12 INCH SQUARE
 KB0984'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 KB0984'THE MARK IS 44 FEET EAST OF CENTER OF ROAD, 23 FEET SOUTH OF
 KB0984'CENTER OF ROAD, 2.1 FEET EAST OF A WITNESS POST AND 2 FEET WEST
 KB0984'OF A POWER POLE, AND 62 FEET NORTH-NORTHWEST OF THE ORIGINAL
 KB0984'MARK.  NOTE-- THIS MARK WAS SET TO REPLACE 610 (USGS).
 KB0984'NOTE-- 1 FOOT E. OF WITNESS POST.
 KB0984
 KB0984                          STATION RECOVERY (1971)
 KB0984
 KB0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KB0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1179 ***********************************************************************
 NH1179  DESIGNATION -  ADKINS
 NH1179  PID         -  NH1179
 NH1179  STATE/COUNTY-  IL/DE KALB
 NH1179  USGS QUAD   -  GENOA (1975)
 NH1179
 NH1179                         *CURRENT SURVEY CONTROL
 NH1179  ___________________________________________________________________
 NH1179* NAD 83(1997)-  42 02 26.69167(N)    088 38 53.07098(W)     ADJUSTED  
 NH1179* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 NH1179  ___________________________________________________________________
 NH1179  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NH1179  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH1179
 NH1179  HORZ ORDER  -  SECOND
 NH1179
 NH1179.The horizontal coordinates were established by classical geodetic methods
 NH1179.and adjusted by the National Geodetic Survey in October 1999..
 NH1179
 NH1179.The orthometric height was scaled from a topographic map.
 NH1179
 NH1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1179
 NH1179.The geoid height was determined by GEOID03.
 NH1179
 NH1179;                    North         East     Units Scale Factor Converg.
 NH1179;SPC IL E     -   596,676.423   273,940.671   MT  0.99998335   -0 12 38.8
 NH1179;SPC IL E     - 1,957,595.90    898,753.68   sFT  0.99998335   -0 12 38.8
 NH1179;UTM  16      - 4,655,614.334   363,595.462   MT  0.99982895   -1 06 13.7
 NH1179
 NH1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1179!SPC IL E     -   0.99996003  x   0.99998335  =   0.99994338
 NH1179!UTM  16      -   0.99996003  x   0.99982895  =   0.99978899
 NH1179
 NH1179:                Primary Azimuth Mark                     Grid Az
 NH1179:SPC IL E     -  HAMPSHIRE MILK CO STACK                  055 58 41.3
 NH1179:UTM  16      -  HAMPSHIRE MILK CO STACK                  056 52 16.2
 NH1179
 NH1179|---------------------------------------------------------------------|
 NH1179| PID    Reference Object                     Distance      Geod. Az  |
 NH1179|                                                           dddmmss.s |
 NH1179| NH1176 HAMPSHIRE MILK CO STACK             APPROX.11.6 KM 0554602.5 |
 NH1179| NH1175 HAMPSHIRE MUNICIPAL TANK            APPROX.12.2 KM 0572245.0 |
 NH1179| CI8874 ADKINS RM 1                          28.519 METERS 06823     |
 NH1179| NH1112 PLATO TOWNSHIP ATT MICROWAVE        APPROX.13.8 KM 0994857.2 |
 NH1179| NH1111 PLATO TOWNSHIP MOTOROLA MAST        APPROX.13.8 KM 1000718.8 |
 NH1179| MF1483 SYCAMORE MUNICIPAL TANK             APPROX. 6.1 KM 2071136.4 |
 NH1179| MF1488 SYCAMORE DIAMOND WIRE CO TANK       APPROX. 7.2 KM 2095728.6 |
 NH1179| MF1489 DE KALB MUNICIPAL TANK              APPROX.14.4 KM 2112521.2 |
 NH1179| MF1491 DE KALB FOSTER EQUIP CO STACK       APPROX.14.5 KM 2113739.2 |
 NH1179| MF1493 SYCAMORE ANACONDA WIRE CO TANK      APPROX. 6.2 KM 2120059.1 |
 NH1179| MF1525 DE KALB CENTRAL ILL LT CO STK       APPROX.15.1 KM 2143449.0 |
 NH1179| MF1487 DE KALB RADIO STA WLBK MAST         APPROX.13.9 KM 2165749.6 |
 NH1179| MF1526 DE KALB NORTHERN ILL STC STACK      APPROX.15.2 KM 2191629.9 |
 NH1179| CI8873 ADKINS AZ MK                                       2570539.9 |
 NH1179| CI8875 ADKINS RM 2                          51.449 METERS 28509     |
 NH1179| NH1178 GENOA LEICH ELEC CO WTR TK          APPROX. 7.4 KM 3321548.1 |
 NH1179|---------------------------------------------------------------------|
 NH1179
 NH1179                          SUPERSEDED SURVEY CONTROL
 NH1179
 NH1179  NAD 83(1986)-  42 02 26.69230(N)    088 38 53.07842(W) AD(       ) 2
 NH1179  NAD 27      -  42 02 26.59910(N)    088 38 52.75700(W) AD(       ) 2
 NH1179
 NH1179.Superseded values are not recommended for survey control.
 NH1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1179.See file dsdata.txt to determine how the superseded data were derived.
 NH1179
 NH1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6359555614(NAD 83)
 NH1179_MARKER: DS = TRIANGULATION STATION DISK
 NH1179_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1179
 NH1179  HISTORY     - Date     Condition        Report By
 NH1179  HISTORY     - 1954     MONUMENTED       CGS
 NH1179  HISTORY     - 1967     GOOD             CGS
 NH1179  HISTORY     - 1975     GOOD             BRADY
 NH1179  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NH1179
 NH1179                          STATION DESCRIPTION
 NH1179
 NH1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1179'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF SYCAMORE
 NH1179'AND ON THE PROPERTY OF M.L. ADKINS.  IT IS 88 FEET WEST OF A
 NH1179'FENCE LINE, 32 FEET NORTH OF A FENCE LINE, 19 FEET NORTHWEST OF
 NH1179'A 14 INCH HICKORY TREE AND 20.5 FEET NORTHEAST OF A 12 INCH
 NH1179'HICKORY TREE.  THE MARK IS 14 INCHES UNDERGROUND AND THE
 NH1179'DISK IS STAMPED ADKINS 1954.
 NH1179'
 NH1179'REFERENCE MARK NO. 1 IS 66 FEET NORTH OF A FENCE CORNER,
 NH1179'33 FEET SOUTHEAST OF A 12 INCH OAK TREE AND 1 FOOT WEST OF
 NH1179'A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NH1179'STAMPED ADKINS NO 1 1954.
 NH1179'
 NH1179'REFERENCE MARK NO. 2 IS 3 FEET SOUTHEAST OF THE SOUTHEAST
 NH1179'CORNER OF A CONCRETE DRIVEWAY AND 1 FOOT SOUTH OF A GATE
 NH1179'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED ADKINS NO
 NH1179'2 1954.
 NH1179'
 NH1179'AZIMUTH MARK IS 21 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 NH1179'3 FEET EAST OF A POWER LINE POLE, 2 FEET EAST OF A WHITE
 NH1179'WITNESS POST AND 2 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED
 NH1179'FIELD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NH1179'ADKINS 1954.
 NH1179'
 NH1179'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64
 NH1179'AND 23 AT THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE IN SYCAMORE
 NH1179'GO NORTH ON HIGHWAY 23 FOR 1.9 MILES TO A PAVED SIDE ROAD RIGHT
 NH1179'(BURLINGTON ROAD), TURN RIGHT AND EAST AND NORTH ON PAVED
 NH1179'ROAD FOR 1.9 MILES TO A GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO
 NH1179'NORTH ON GRAVEL ROAD FOR 0.5 MILE TO A GRAVEL CROSSROAD*,
 NH1179'CONTINUE NORTH ON GRAVEL ROAD FOR 0.05 MILE TO A CONCRETE
 NH1179'DRIVEWAY RIGHT, TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 NH1179'STATION AS DESCRIBED.
 NH1179'
 NH1179'TO REACH THE AZIMUTH MARK FROM THIS * POINT GO WEST ON GRAVEL
 NH1179'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NH1179'
 NH1179'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1179
 NH1179                          STATION RECOVERY (1967)
 NH1179
 NH1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1179'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 NH1179'IS GOOD WITH THE BELOW CHANGES.
 NH1179'
 NH1179'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE CROSSROAD, 5 FEET
 NH1179'NORTHEAST OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS
 NH1179'POST AND ABOUT 100 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NH1179'A BRICK HOUSE.  THE MONUMENT IS NOW FLUSH.
 NH1179
 NH1179                          STATION RECOVERY (1975)
 NH1179
 NH1179'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975 (KRM)
 NH1179'ADKINS 1954-GOOD
 NH1179'
 NH1179'ADKINS 1954 (AZIM)-GOOD
 NH1179'
 NH1179'ADKINS NO 1 1954-GOOD
 NH1179'
 NH1179'ADKINS NO 2 1954-GOOD
 NH1179
 NH1179                          STATION RECOVERY (1996)
 NH1179
 NH1179'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3230 ***********************************************************************
 ME3230  DESIGNATION -  ADLER PLANETARIUM TOP LT
 ME3230  PID         -  ME3230
 ME3230  STATE/COUNTY-  IL/COOK
 ME3230  USGS QUAD   -  JACKSON PARK (1993)
 ME3230
 ME3230                         *CURRENT SURVEY CONTROL
 ME3230  ___________________________________________________________________
 ME3230* NAD 83(1997)-  41 51 58.89853(N)    087 36 24.37387(W)     ADJUSTED  
 ME3230* NAVD 88     -                                                        
 ME3230  ___________________________________________________________________
 ME3230  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 ME3230  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME3230
 ME3230  HORZ ORDER  -  THIRD
 ME3230
 ME3230.The horizontal coordinates were established by classical geodetic methods
 ME3230.and adjusted by the National Geodetic Survey in October 1999..
 ME3230
 ME3230
 ME3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3230
 ME3230.The geoid height was determined by GEOID03.
 ME3230
 ME3230;                    North         East     Units Scale Factor Converg.
 ME3230;SPC IL E     -   577,514.658   360,320.742   MT  1.00001976   +0 29 05.7
 ME3230;SPC IL E     - 1,894,729.34  1,182,152.30   sFT  1.00001976   +0 29 05.7
 ME3230;UTM  16      - 4,635,116.538   449,643.598   MT  0.99963120   -0 24 17.9
 ME3230
 ME3230                          SUPERSEDED SURVEY CONTROL
 ME3230
 ME3230  NAD 83(1997)-  41 51 58.89874(N)    087 36 24.37428(W) AD(       ) 4
 ME3230  NAD 83(1997)-  41 51 58.90328(N)    087 36 24.38582(W) AD(       ) 4
 ME3230  NAD 83(1986)-  41 51 58.90334(N)    087 36 24.38481(W) AD(       ) 4
 ME3230
 ME3230.Superseded values are not recommended for survey control.
 ME3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3230.See file dsdata.txt to determine how the superseded data were derived.
 ME3230
 ME3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4964435117(NAD 83)
 ME3230_MARKER: 87 = DOME
 ME3230
 ME3230  HISTORY     - Date     Condition        Report By
 ME3230  HISTORY     - 1983     FIRST OBSERVED   IL1670
 ME3230  HISTORY     - 19941013 GOOD             USPSQD
 ME3230
 ME3230                          STATION DESCRIPTION
 ME3230
 ME3230'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3230'LOCATED IN DOWNTOWN CHICAGO, OFF LAKE SHORE DRIVE, DUE EAST OF
 ME3230'THE FIELD MUSEUM OF NATURAL HISTORY AND AT THE EAST END OF ACNSAN
 ME3230'BOND DRIVE, ALONG THE EDGE OF LAKE MICHIGAN.
 ME3230'
 ME3230'TO REACH SEE THE ABOVE PARAGRAPH.
 ME3230'
 ME3230'THE STATION IS THE TOP RED LIGHT ATOP THE DOME OF THE ADLER
 ME3230'PLANETARIUM.
 ME3230'
 ME3230'DESCRIBED BY CITY OF CHICAGO.
 ME3230
 ME3230                          STATION RECOVERY (1994)
 ME3230
 ME3230'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME3230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0304 ***********************************************************************
 KB0304  DESIGNATION -  AETNA
 KB0304  PID         -  KB0304
 KB0304  STATE/COUNTY-  IL/CUMBERLAND
 KB0304  USGS QUAD   -  NEOGA (1984)
 KB0304
 KB0304                         *CURRENT SURVEY CONTROL
 KB0304  ___________________________________________________________________
 KB0304* NAD 83(1997)-  39 22 19.81428(N)    088 24 56.24503(W)     ADJUSTED  
 KB0304* NAVD 88     -       203.400  (meters)     667.32   (feet)  ADJUSTED  
 KB0304  ___________________________________________________________________
 KB0304  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 KB0304  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0304  DYNAMIC HT  -         203.281 (meters)     666.93  (feet)  COMP
 KB0304  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 KB0304
 KB0304  HORZ ORDER  -  SECOND
 KB0304  VERT ORDER  -  SECOND    CLASS 0
 KB0304
 KB0304.The horizontal coordinates were established by classical geodetic methods
 KB0304.and adjusted by the National Geodetic Survey in October 1999..
 KB0304
 KB0304.The orthometric height was determined by differential leveling
 KB0304.and adjusted by the National Geodetic Survey in June 1991..
 KB0304
 KB0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0304
 KB0304.The geoid height was determined by GEOID03.
 KB0304
 KB0304.The dynamic height is computed by dividing the NAVD 88
 KB0304.geopotential number by the normal gravity value computed on the
 KB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0304.degrees latitude (g = 980.6199 gals.).
 KB0304
 KB0304.The modeled gravity was interpolated from observed gravity values.
 KB0304
 KB0304;                    North         East     Units Scale Factor Converg.
 KB0304;SPC IL E     -   300,298.265   292,909.160   MT  0.99997562   -0 03 07.9
 KB0304;SPC IL E     -   985,228.56    960,986.14   sFT  0.99997562   -0 03 07.9
 KB0304;UTM  16      - 4,359,033.775   378,060.978   MT  0.99978307   -0 53 53.2
 KB0304
 KB0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0304!SPC IL E     -   0.99997313  x   0.99997562  =   0.99994875
 KB0304!UTM  16      -   0.99997313  x   0.99978307  =   0.99975621
 KB0304
 KB0304|---------------------------------------------------------------------|
 KB0304| PID    Reference Object                     Distance      Geod. Az  |
 KB0304|                                                           dddmmss.s |
 KB0304| KB0303 AETNA RM 1                           10.887 METERS 00107     |
 KB0304| KB1214 MATTOON BELL TEL ATT MICROWAVE      APPROX. 6.4 KM 0311855.1 |
 KB0304| KB0305 AETNA RM 2                            6.298 METERS 17853     |
 KB0304| CI6616 AETNA AZ MK                                        3224916.3 |
 KB0304|---------------------------------------------------------------------|
 KB0304
 KB0304                          SUPERSEDED SURVEY CONTROL
 KB0304
 KB0304  NAD 83(1997)-  39 22 19.81746(N)    088 24 56.24545(W) AD(       ) 2
 KB0304  NAD 83(1986)-  39 22 19.82740(N)    088 24 56.24128(W) AD(       ) 2
 KB0304  NAD 27      -  39 22 19.70180(N)    088 24 56.06960(W) AD(       ) 2
 KB0304  NGVD 29 (??/??/92)  203.469  (m)          667.55   (f) ADJ UNCH    2 0
 KB0304
 KB0304.Superseded values are not recommended for survey control.
 KB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0304.See file dsdata.txt to determine how the superseded data were derived.
 KB0304
 KB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7806159034(NAD 83)
 KB0304_MARKER: DS = TRIANGULATION STATION DISK
 KB0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0304_STAMPING: AETNA 1959
 KB0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0304+STABILITY: SURFACE MOTION
 KB0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0304+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 KB0304
 KB0304  HISTORY     - Date     Condition        Report By
 KB0304  HISTORY     - 1959     MONUMENTED       CGS
 KB0304  HISTORY     - 1959     GOOD             CGS
 KB0304  HISTORY     - 1973     GOOD             NGS
 KB0304  HISTORY     - 20050216 GOOD             ILDT
 KB0304
 KB0304                          STATION DESCRIPTION
 KB0304
 KB0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0304'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF NEOGA, 1-1/4
 KB0304'MILES SOUTH OF AETNA AND 0.2 MILE SOUTH OF THE
 KB0304'COLES-CUMBERLAND COUNTY LINE.
 KB0304'
 KB0304'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 45 AND STATE
 KB0304'HIGHWAY 16 ABOUT 1 BLOCK WEST OF THE POST OFFICE IN MATOON, GO
 KB0304'SOUTHERLY ON U.S.HIGHWAY 45 FOR 4.2 MILES LARGE MICROWAVE TOWER ON
 KB0304'LEFT, CONTINUE SOUTHERLY ON US.  HIGHWAY 45 FOR 3.2 MILES TO
 KB0304'CROSSROADS, TURN RIGHT AND GO WEST ON OILED ROAD FOR 2.0 MILES TO A T
 KB0304'INTERSECTION, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO THE STATION
 KB0304'ON THE LEFT AS DESCRIBED.
 KB0304'
 KB0304'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A 12 X 12
 KB0304'INCH CONCRETE POST SET FLUSH AND THE DISKIS STAMPED AETNA
 KB0304'1959. IT IS 23 FEET SOUTH OF THE CENTER OF DRIVEWAY, 19 FEET EAST OF
 KB0304'THE APPROXIMATE CENTER OF ROAD AND 2.6 FEET WEST OF WITNESS POST.
 KB0304'
 KB0304'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK SET IN TOP OF A 12
 KB0304'X 12 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED AETNA
 KB0304'NO 1 1959. IT IS 90 FEET SOUTH OF TELEPHONE POLE, 22 FEET EAST OF
 KB0304'APPROXIMATE CENTER OF ROAD AND 13 FEET NORTH OF THE CENTER OF
 KB0304'DRIVEWAY.
 KB0304'
 KB0304'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB0304'A12 X 12 INCH CONCRETE POST SET FLUSH ANDTHE DISK IS STAMPED
 KB0304'AETNA NO 2 1959. IT IS 59 FEET NORTH OF TELEPHONE POLE, 49 FEET SOUTH
 KB0304'OF CENTER OF DRIVEWAY AND 20 FEET EAST OF THE APPROXIMATE
 KB0304'CENTER OF ROAD.
 KB0304'
 KB0304'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A 12 X 12
 KB0304'INCH CONCRETE POST PROJECTING ABOUT 3 INCHES AND THE DISK IS
 KB0304'STAMPED AETNA 1959. IT IS 17 FEET SOUTH OF THE APPROXIMATE CENTER OF
 KB0304'ROAD, 2 FEET NORTHEAST OF TELEPHONE POLE, 1.6 FEET
 KB0304'EAST-NORTHEAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.
 KB0304'
 KB0304'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED ROAD
 KB0304'FOR 0.25 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO WEST FOR 0.2
 KB0304'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KB0304'
 KB0304'HEIGHT OF LIGHT ABOVE STATION MARK 1.89 METERS.
 KB0304
 KB0304                          STATION RECOVERY (1959)
 KB0304
 KB0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0304'1.5 MI S FROM AETNA.
 KB0304'ABOUT 0.3 MILES EAST ALONG A CONCRETE PAVED ROAD FROM ITS
 KB0304'JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD IN AETNA, THENCE 1.2
 KB0304'MILES SOUTH ALONG AN OILED ROAD, ABOUT 0.15 MILES SOUTH OF THE
 KB0304'JUNCTION OF AN OILED ROAD EAST, AT AN UNOCCUPIED FARM HOUSE,
 KB0304'19 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 KB0304'SOUTH-SOUTHEAST OF THE SOUTH END OF A CONCRETE PIPE CULVERT, 80
 KB0304'FEET NORTH OF A TELEPHONE POLE, 2.6 FEET WEST OF A METAL WITNESS
 KB0304'POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 KB0304'CONCRETE POST PROJECTING 2 INCHES.
 KB0304
 KB0304                          STATION RECOVERY (1973)
 KB0304
 KB0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0304'RECOVERED IN GOOD CONDITION.
 KB0304
 KB0304                          STATION RECOVERY (2005)
 KB0304
 KB0304'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0303 ***********************************************************************
 KB0303  DESIGNATION -  AETNA RM 1
 KB0303  PID         -  KB0303
 KB0303  STATE/COUNTY-  IL/CUMBERLAND
 KB0303  USGS QUAD   -  NEOGA (1984)
 KB0303
 KB0303                         *CURRENT SURVEY CONTROL
 KB0303  ___________________________________________________________________
 KB0303* NAD 83(1986)-  39 22 19.     (N)    088 24 56.     (W)     SCALED    
 KB0303* NAVD 88     -       203.439  (meters)     667.45   (feet)  ADJUSTED  
 KB0303  ___________________________________________________________________
 KB0303  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0303  DYNAMIC HT  -         203.320 (meters)     667.06  (feet)  COMP
 KB0303  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 KB0303
 KB0303  VERT ORDER  -  SECOND    CLASS 0
 KB0303
 KB0303.The horizontal coordinates were scaled from a topographic map and have
 KB0303.an estimated accuracy of +/- 6 seconds.
 KB0303
 KB0303.The orthometric height was determined by differential leveling
 KB0303.and adjusted by the National Geodetic Survey in June 1991..
 KB0303
 KB0303.The geoid height was determined by GEOID03.
 KB0303
 KB0303.The dynamic height is computed by dividing the NAVD 88
 KB0303.geopotential number by the normal gravity value computed on the
 KB0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0303.degrees latitude (g = 980.6199 gals.).
 KB0303
 KB0303.The modeled gravity was interpolated from observed gravity values.
 KB0303
 KB0303;                    North         East    Units  Estimated Accuracy
 KB0303;SPC IL E     -   300,270.      292,920.      MT  (+/- 180 meters Scaled)
 KB0303
 KB0303                          SUPERSEDED SURVEY CONTROL
 KB0303
 KB0303  NGVD 29 (??/??/92)  203.508  (m)          667.68   (f) ADJ UNCH    2 0
 KB0303
 KB0303.Superseded values are not recommended for survey control.
 KB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0303.See file dsdata.txt to determine how the superseded data were derived.
 KB0303
 KB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ780590(NAD 83)
 KB0303_MARKER: DR = REFERENCE MARK DISK
 KB0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0303_STAMPING: AETNA NO 1 1959
 KB0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0303+STABILITY: SURFACE MOTION
 KB0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0303+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 KB0303
 KB0303  HISTORY     - Date     Condition        Report By
 KB0303  HISTORY     - 1959     MONUMENTED       CGS
 KB0303  HISTORY     - 20050216 GOOD             ILDT
 KB0303
 KB0303                          STATION DESCRIPTION
 KB0303
 KB0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0303'1.5 MI S FROM AETNA.
 KB0303'ABOUT 0.3 MILE EAST ALONG A CONCRETE PAVED ROAD FROM ITS JUNCTION
 KB0303'WITH THE ILLINOIS CENTRAL RAILROAD IN AETNA, THENCE 1.2 MILES
 KB0303'SOUTH ALONG AN OILED ROAD, ABOUT 0.15 MILES SOUTH OF THE JUNCTION
 KB0303'OF AN OILED ROAD EAST, AT AN UNOCCUPIED FARM HOUSE, 21 1/2 FEET
 KB0303'EAST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHEAST OF THE
 KB0303'NORTH END OF A CONCRETE PIPE CULVERT, 116 FEET NORTH OF A
 KB0303'TELEPHONE POLE, 35.7 FEET NORTH OF TRIANGULATION STATION AETNA,
 KB0303'35.5 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB0303'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0303
 KB0303                          STATION RECOVERY (2005)
 KB0303
 KB0303'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0305 ***********************************************************************
 KB0305  DESIGNATION -  AETNA RM 2
 KB0305  PID         -  KB0305
 KB0305  STATE/COUNTY-  IL/CUMBERLAND
 KB0305  USGS QUAD   -  NEOGA (1984)
 KB0305
 KB0305                         *CURRENT SURVEY CONTROL
 KB0305  ___________________________________________________________________
 KB0305* NAD 83(1986)-  39 22 19.     (N)    088 24 56.     (W)     SCALED    
 KB0305* NAVD 88     -       203.617  (meters)     668.03   (feet)  ADJUSTED  
 KB0305  ___________________________________________________________________
 KB0305  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0305  DYNAMIC HT  -         203.498 (meters)     667.64  (feet)  COMP
 KB0305  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 KB0305
 KB0305  VERT ORDER  -  SECOND    CLASS 0
 KB0305
 KB0305.The horizontal coordinates were scaled from a topographic map and have
 KB0305.an estimated accuracy of +/- 6 seconds.
 KB0305
 KB0305.The orthometric height was determined by differential leveling
 KB0305.and adjusted by the National Geodetic Survey in June 1991..
 KB0305
 KB0305.The geoid height was determined by GEOID03.
 KB0305
 KB0305.The dynamic height is computed by dividing the NAVD 88
 KB0305.geopotential number by the normal gravity value computed on the
 KB0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0305.degrees latitude (g = 980.6199 gals.).
 KB0305
 KB0305.The modeled gravity was interpolated from observed gravity values.
 KB0305
 KB0305;                    North         East    Units  Estimated Accuracy
 KB0305;SPC IL E     -   300,270.      292,920.      MT  (+/- 180 meters Scaled)
 KB0305
 KB0305                          SUPERSEDED SURVEY CONTROL
 KB0305
 KB0305  NGVD 29 (??/??/92)  203.686  (m)          668.26   (f) ADJ UNCH    2 0
 KB0305
 KB0305.Superseded values are not recommended for survey control.
 KB0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0305.See file dsdata.txt to determine how the superseded data were derived.
 KB0305
 KB0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ780590(NAD 83)
 KB0305_MARKER: DR = REFERENCE MARK DISK
 KB0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0305_STAMPING: AETNA NO 2 1959
 KB0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0305+STABILITY: SURFACE MOTION
 KB0305
 KB0305  HISTORY     - Date     Condition        Report By
 KB0305  HISTORY     - 1959     MONUMENTED       CGS
 KB0305  HISTORY     - 20050216 POOR             ILDT
 KB0305
 KB0305                          STATION DESCRIPTION
 KB0305
 KB0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0305'1.5 MI S FROM AETNA.
 KB0305'ABOUT 0.3 MILES EAST ALONG A CONCRETE PAVED ROAD FROM ITS
 KB0305'JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD IN AETNA, THENCE 1.2
 KB0305'MILES SOUTH ALONG AN OILED ROAD, ABOUT 0.15 MILES SOUTH OF THE
 KB0305'JUNCTION OF AN OILED ROAD EAST, AT AN UNOCCUPIED FARM HOUSE, 18
 KB0305'FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH-SOUTHEAST
 KB0305'OF THE SOUTH END OF A CONCRETE PIPE CULVERT, 59 FEET NORTH OF A
 KB0305'TELEPHONE POLE, 20.8 FEET SOUTH OF TRIANGULATION STATION AETNA,
 KB0305'21.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 KB0305'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KB0305'PROJECTING 3 INCHES.
 KB0305
 KB0305                          STATION RECOVERY (2005)
 KB0305
 KB0305'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0305'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9190 ***********************************************************************
 DG9190  DESIGNATION -  AFOLKEY 1
 DG9190  PID         -  DG9190
 DG9190  STATE/COUNTY-  IL/STEPHENSON
 DG9190  USGS QUAD   -  DAKOTA (1971)
 DG9190
 DG9190                         *CURRENT SURVEY CONTROL
 DG9190  ___________________________________________________________________
 DG9190* NAD 83(1997)-  42 25 29.97555(N)    089 33 31.34546(W)     ADJUSTED  
 DG9190* NAVD 88     -       280.9    (meters)     922.     (feet)  GPS OBS   
 DG9190  ___________________________________________________________________
 DG9190  X           -      36,318.214 (meters)                     COMP
 DG9190  Y           -  -4,715,324.174 (meters)                     COMP
 DG9190  Z           -   4,280,735.024 (meters)                     COMP
 DG9190  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DG9190  ELLIP HEIGHT-         247.42  (meters)          (03/01/05) GPS OBS
 DG9190  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DG9190
 DG9190  HORZ ORDER  -  FIRST
 DG9190  ELLP ORDER  -  FOURTH    CLASS I
 DG9190
 DG9190.The horizontal coordinates were established by GPS observations
 DG9190.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9190
 DG9190.The orthometric height was determined by GPS observations and a
 DG9190.high-resolution geoid model.
 DG9190
 DG9190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9190
 DG9190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9190
 DG9190.The ellipsoidal height was determined by GPS observations
 DG9190.and is referenced to NAD 83.
 DG9190
 DG9190.The geoid height was determined by GEOID03.
 DG9190
 DG9190;                    North         East     Units Scale Factor Converg.
 DG9190;SPC IL W     -   639,466.023   750,030.507   MT  0.99997196   +0 24 36.6
 DG9190;SPC IL W     - 2,097,981.44  2,460,725.09   sFT  0.99997196   +0 24 36.6
 DG9190;UTM  16      - 4,700,136.442   289,503.438   MT  1.00014519   -1 43 36.5
 DG9190
 DG9190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9190!SPC IL W     -   0.99996120  x   0.99997196  =   0.99993316
 DG9190!UTM  16      -   0.99996120  x   1.00014519  =   1.00010638
 DG9190
 DG9190                          SUPERSEDED SURVEY CONTROL
 DG9190
 DG9190.No superseded survey control is available for this station.
 DG9190
 DG9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8950300136(NAD 83)
 DG9190_MARKER: A = ALUMINUM MARKER
 DG9190_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9190_STAMPING: AFOLKEY NO. 1
 DG9190_MARK LOGO: FGRAH 
 DG9190_PROJECTION: RECESSED 11 CENTIMETERS
 DG9190_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9190+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9190_ROD/PIPE-DEPTH: 3.05 meters
 DG9190
 DG9190  HISTORY     - Date     Condition        Report By
 DG9190  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9190
 DG9190                          STATION DESCRIPTION
 DG9190
 DG9190'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9190'STATION IS ABOUT 4.8 KM (3.0 MILES) NORTHWEST OF DAKOTA AND ABOUT 8.5
 DG9190'KM (5.3 MILES)  SOUTHEAST OF ORANGEVILLE (AIR LINE), IN SECTION 15, T
 DG9190'28 N, R 8 E ON PROPERTY OWNED BY  LYLE REED. THIS STATION IS 11.2M
 DG9190'(36.8 FT) SOUTH OF THE CENTERLINE OF PAVEMENT OF  MCCONNELL ROAD, 0.3M
 DG9190'(0.9 FT) NORTH OF AN ORANGE CARSONITE WITNESS SIGN AND, 8.5M (27.8 FT)
 DG9190'EAST OF A POWER POLE AND 0.8M (2.7 FT) NORTHWEST OF A ROW MARKER.
 DG9190'MARK IS FLUSH WITH GROUND  LEVEL.
 DG9190' 
 DG9190'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 75 AND MAIN
 DG9190'STREET IN DAKOTA, GO  WEST ON MAIN STREET 0.9 KM (0.5 MILES) TO DAKOTA
 DG9190'ROAD, THEN TURN RIGHT (NORTH) ON DAKOTA  ROAD 4.0 KM (2.5 MILES) TO
 DG9190'MCCONNELL ROAD, THEN TURN LEFT (WEST) ON MCCONNELL ROAD 0.3 KM  (1.2
 DG9190'MILES) TO THE STATION ON THE LEFT (SOUTH).
 DG9190' 
 DG9190'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9190'ALUMINUM ROD  DRIVEN TO A REFUSAL DEPTH OF 3.05M (10 FT). THE DISK IS
 DG9190'RECESSED 11.9 CM BELOW THE  ALUMINUM ACCESS COVER AND ENCASED IN A
 DG9190'6-INCH DIA. PVC PIPE ENCASED IN CONCRETE. THE  ACCESS COVER AND
 DG9190'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9213 ***********************************************************************
 DG9213  DESIGNATION -  AFOLKEY 2
 DG9213  PID         -  DG9213
 DG9213  STATE/COUNTY-  IL/STEPHENSON
 DG9213  USGS QUAD   -  DAKOTA (1971)
 DG9213
 DG9213                         *CURRENT SURVEY CONTROL
 DG9213  ___________________________________________________________________
 DG9213* NAD 83(1997)-  42 25 30.76483(N)    089 33 00.07073(W)     ADJUSTED  
 DG9213* NAVD 88     -       278.6    (meters)     914.     (feet)  GPS OBS   
 DG9213  ___________________________________________________________________
 DG9213  X           -      37,033.028 (meters)                     COMP
 DG9213  Y           -  -4,715,300.493 (meters)                     COMP
 DG9213  Z           -   4,280,751.456 (meters)                     COMP
 DG9213  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 DG9213  ELLIP HEIGHT-         245.13  (meters)          (03/01/05) GPS OBS
 DG9213  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DG9213
 DG9213  HORZ ORDER  -  SECOND
 DG9213  ELLP ORDER  -  FOURTH    CLASS I
 DG9213
 DG9213.The horizontal coordinates were established by GPS observations
 DG9213.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9213
 DG9213.The orthometric height was determined by GPS observations and a
 DG9213.high-resolution geoid model.
 DG9213
 DG9213.Photographs are available for this station.
 DG9213
 DG9213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9213
 DG9213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9213
 DG9213.The ellipsoidal height was determined by GPS observations
 DG9213.and is referenced to NAD 83.
 DG9213
 DG9213.The geoid height was determined by GEOID03.
 DG9213
 DG9213;                    North         East     Units Scale Factor Converg.
 DG9213;SPC IL W     -   639,495.530   750,745.242   MT  0.99997285   +0 24 57.7
 DG9213;SPC IL W     - 2,098,078.25  2,463,070.01   sFT  0.99997285   +0 24 57.7
 DG9213;UTM  16      - 4,700,139.278   290,218.899   MT  1.00014149   -1 43 15.4
 DG9213
 DG9213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9213!SPC IL W     -   0.99996156  x   0.99997285  =   0.99993441
 DG9213!UTM  16      -   0.99996156  x   1.00014149  =   1.00010304
 DG9213
 DG9213                          SUPERSEDED SURVEY CONTROL
 DG9213
 DG9213.No superseded survey control is available for this station.
 DG9213
 DG9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN9021900139(NAD 83)
 DG9213_MARKER: A = ALUMINUM MARKER
 DG9213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9213_STAMPING: AFOLKEY NO. 2
 DG9213_MARK LOGO: FGRAH 
 DG9213_PROJECTION: RECESSED 10 CENTIMETERS
 DG9213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9213+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9213_ROD/PIPE-DEPTH: 3.66 meters
 DG9213
 DG9213  HISTORY     - Date     Condition        Report By
 DG9213  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9213
 DG9213                          STATION DESCRIPTION
 DG9213
 DG9213'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9213'STATION IS ABOUT 4.5 KM (2.8 MILES) NORTHWEST OF DAKOTA AND ABOUT 9.2
 DG9213'KM (5.7 MILES)  SOUTHEAST OF ORANGEVILLE (AIR LINE), IN SECTION 14, T
 DG9213'28 N, R 8 E, ON PROPERTY OWNED BY  STANLEY MEIER. THIS STATION IS
 DG9213'11.9M (39 FT) NORTH OF THE CENTERLINE OF PAVEMENT  OF MCCONNELL ROAD,
 DG9213'12.8M (42 FT) EAST OF THE CENTERLINE OF PAVEMENT OF SCHONEY ROAD,
 DG9213'0.3M (1.1 FT) SOUTH OF AN ORANGE CARSONITE WITNESS SIGN AND 6M (19.7
 DG9213'FT) EAST OF A R-O-W  MARKER.  MARK IS FLUSH WITH GROUND LEVEL.
 DG9213' 
 DG9213'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 75 AND MAIN
 DG9213'STREET IN DAKOTA, GO  WEST ON MAIN STREET 0.9 KM (0.5 MILES) TO DAKOTA
 DG9213'ROAD, THEN TURN RIGHT (NORTH) ON DAKOTA  ROAD 4.0 KM (2.5 MILES) TO
 DG9213'MCCONNELL ROAD, THEN TURN LEFT (WEST) ON MCCONNELL ROAD 1.2 KM  (0.7
 DG9213'MILES) TO THE STATION ON THE RIGHT (NORTH).
 DG9213' 
 DG9213'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9213'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9213'10.0 CM BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA.
 DG9213'PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET
 DG9213'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0796 ***********************************************************************
 LD0796  DESIGNATION -  AILES
 LD0796  PID         -  LD0796
 LD0796  STATE/COUNTY-  IL/HENDERSON
 LD0796  USGS QUAD   -  LOMAX (1964)
 LD0796
 LD0796                         *CURRENT SURVEY CONTROL
 LD0796  ___________________________________________________________________
 LD0796* NAD 83(1997)-  40 38 12.61237(N)    091 03 01.91000(W)     ADJUSTED  
 LD0796* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 LD0796  ___________________________________________________________________
 LD0796  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LD0796  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0796
 LD0796  HORZ ORDER  -  FIRST
 LD0796
 LD0796.The horizontal coordinates were established by classical geodetic methods
 LD0796.and adjusted by the National Geodetic Survey in October 1999..
 LD0796
 LD0796.The orthometric height was scaled from a topographic map.
 LD0796
 LD0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0796
 LD0796.The geoid height was determined by GEOID03.
 LD0796
 LD0796;                    North         East     Units Scale Factor Converg.
 LD0796;SPC IL W     -   441,074.068   625,233.223   MT  1.00000996   -0 34 32.4
 LD0796;SPC IL W     - 1,447,090.50  2,051,286.00   sFT  1.00000996   -0 34 32.4
 LD0796;SPC IA S     -    73,637.262   707,185.458   MT  0.99999650   +1 36 48.5
 LD0796;UTM  15      - 4,500,270.661   664,854.851   MT  0.99993453   +1 16 11.6
 LD0796
 LD0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0796!SPC IL W     -   0.99996899  x   1.00000996  =   0.99997895
 LD0796!SPC IA S     -   0.99996899  x   0.99999650  =   0.99996549
 LD0796!UTM  15      -   0.99996899  x   0.99993453  =   0.99990352
 LD0796
 LD0796:                Primary Azimuth Mark                     Grid Az
 LD0796:SPC IL W     -  STRONGHURST WATER TANK                   045 44 10.5
 LD0796:SPC IA S     -  STRONGHURST WATER TANK                   043 32 49.6
 LD0796:UTM  15      -  STRONGHURST WATER TANK                   043 53 26.5
 LD0796
 LD0796|---------------------------------------------------------------------|
 LD0796| PID    Reference Object                     Distance      Geod. Az  |
 LD0796|                                                           dddmmss.s |
 LD0796| LD0765 STRONGHURST WATER TANK              APPROX.17.2 KM 0450938.1 |
 LD0796| LD0764 LA HARPE WATER TANK                 APPROX. 9.3 KM 1295144.2 |
 LD0796| CL8789 AILES RM 1                           47.760 METERS 19015     |
 LD0796| CL8790 AILES RM 2 AZIMUTH                                 2821838.8 |
 LD0796| LD0781 WEST BURLINGTON MUNICIPAL TANK      APPROX.22.7 KM 3365540.9 |
 LD0796| LD0777 BURLINGTON ST JOHNS CATH CH         APPROX.19.6 KM 3452512.7 |
 LD0796|---------------------------------------------------------------------|
 LD0796
 LD0796                          SUPERSEDED SURVEY CONTROL
 LD0796
 LD0796  NAD 83(1997)-  40 38 12.61238(N)    091 03 01.90997(W) AD(       ) 1
 LD0796  NAD 83(1986)-  40 38 12.61921(N)    091 03 01.91241(W) AD(       ) 1
 LD0796  NAD 27      -  40 38 12.46500(N)    091 03 01.39700(W) AD(       ) 1
 LD0796
 LD0796.Superseded values are not recommended for survey control.
 LD0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0796.See file dsdata.txt to determine how the superseded data were derived.
 LD0796
 LD0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF6485500271(NAD 83)
 LD0796_MARKER: DS = TRIANGULATION STATION DISK
 LD0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0796
 LD0796  HISTORY     - Date     Condition        Report By
 LD0796  HISTORY     - 1931     MONUMENTED       CGS
 LD0796  HISTORY     - 1936     GOOD             LOCSUR
 LD0796  HISTORY     - 1972     GOOD             NGS
 LD0796  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0796
 LD0796                          STATION DESCRIPTION
 LD0796
 LD0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0796'ABOUT 4 MILES WEST AND 4 MILES NORTH OF LA HARPE AND 6 MILES
 LD0796'EAST OF DALLAS CITY, ON LAND OWNED AND OCCUPIED BY R.E. AILES.
 LD0796'THE HILL IS KNOWN AS GIDDINGS MOUND.
 LD0796'
 LD0796'TO REACH FROM LA HARPE, GO ON STATE HIGHWAY 94 BY PAVED ROAD
 LD0796'WEST 4 MILES TO LAMOINE RIVER BRIDGE.  JUST WEST OF THE BRIDGE,
 LD0796'TURN NORTH ON OILED ROAD AND FOLLOW NORTH 3.5 MILES TO CROSSROADS,
 LD0796'THENCE WEST 0.5 MILE TO THE HOUSE OF MR. AILES.
 LD0796'
 LD0796'MARK IS 9.7 METERS WEST OF CHICKEN COOP, 27.3 METERS WEST-NORTHWEST
 LD0796'OF WINDMILL, 8.95 METERS SOUTH OF SOUTH FENCE OF HOG LOT,
 LD0796'AND 10.15 METERS EAST OF CORN CRIB.
 LD0796'
 LD0796'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AT NORTHWEST
 LD0796'CORNER OF SHED, 20 YARDS NORTH OF HOUSE, AND 40 YARDS SOUTHWEST
 LD0796'OF WINDMILL.
 LD0796'
 LD0796'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN NORTHWEST
 LD0796'CORNER OF CULTIVATED FIELD, 1 FOOT EAST OF FENCE AND 7 METERS
 LD0796'EAST OF A NORTH-SOUTH SECTION ROAD.
 LD0796'
 LD0796'HEIGHT OF SIGNAL ABOVE STATION MARK - 19 METERS.
 LD0796
 LD0796                          STATION RECOVERY (1936)
 LD0796
 LD0796'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1936 (JG)
 LD0796'LETTER 4/2/36 FROM JAMES GOOD, HENDERSON CO. SURVEYOR--I
 LD0796'LOCATED TRIANGULATION STATION AILES AND SET UP TRANSIT CENTERING
 LD0796'STATION AND LOCATED CENTER OF AZIMUTH MARK, REFERENCE MARK NO.
 LD0796'2.  THEN I SET THE NEW AZIMUTH MARK IN TRUE LINE (180 DEGREES)
 LD0796'11.49 FEET SOUTHEAST OR IN TRUE LINE TOWARD TRIANGULATION
 LD0796'STATION.
 LD0796'
 LD0796'I MADE THE CONCRETE MONUMENT AS PER INSTRUCTIONS, 14 INCHES
 LD0796'SQUARE, 42 INCHES DEEP PLACING NEW AZIMUTH MARK IN PLACE.
 LD0796'
 LD0796'THE NEW AZIMUTH MARK LOCATION, NORTHWEST CORNER OF CULTIVATED
 LD0796'FIELD, 1 FOOT EAST OF FENCE AND 28.5 FEET EAST OF NORTH-AND-SOUTH
 LD0796'SECTION ROAD.
 LD0796
 LD0796                          STATION RECOVERY (1972)
 LD0796
 LD0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LD0796'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 LD0796'THE AZIMUTH MARK WAS SET IN 1936 TO REPLACE REFERENCE MARK
 LD0796'2 WHICH WAS IN THE WAY OF ROAD WORK.  REFERENCE MARK 1 WAS
 LD0796'FOUND DESTROYED.  REFERENCE MARKS 3 AND 4 WERE SET.  A NEW
 LD0796'DESCRIPTION FOLLOWS--
 LD0796'
 LD0796'STATION IS LOCATED ABOUT 6 MILES EAST OF DALLAS CITY, ON THE
 LD0796'PROPERTY OF MR. LOWELL CLOVER, IN BARNYARD, 66 FEET NORTHEAST
 LD0796'OF THE NORTHWEST CORNER OF A METAL BUILDING, 64 FEET SOUTH OF
 LD0796'THE SOUTHEAST CORNER OF A CORN CRIB, 29 FEET SOUTH OF A FENCE
 LD0796'AND 54 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING.
 LD0796'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED AILES
 LD0796'1931.
 LD0796'
 LD0796'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9
 LD0796'AND 94 (AT THE WEST EDGE OF LA HARPE) GO WEST ON HIGHWAY
 LD0796'9 FOR 4.1 MILES TO A ROAD RIGHT JUST AFTER CROSSING A SMALL
 LD0796'BRIDGE.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 LD0796'3.7 MILES TO A T-ROAD.  TURN LEFT AND GO WEST ON THE GRAVELED
 LD0796'ROAD FOR 0.5 MILES TO THE HOME OF MR. AILES ON THE RIGHT
 LD0796'AND THE STATION IN BARNYARD AT THE REAR OF HOUSE.  CONTINUE
 LD0796'WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO A T-ROAD.  TURN
 LD0796'RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.2 MILE TO THE
 LD0796'AZIMUTH MARK ON THE RIGHT.
 LD0796'
 LD0796'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AILES 1931 NO
 LD0796'3 1972 SET IN A DRILL HOLE IN THE CONCRETE DRIVE AT EAST
 LD0796'SIDE OF THE CORN CRIB, 11 FEET NORTHEAST OF THE SOUTHEAST
 LD0796'CORNER OF THE CRIB, 3 FEET EAST OF THE EAST WALL AND 12 FEET
 LD0796'SOUTH OF AN EAST-WEST FENCE.
 LD0796'
 LD0796'REFERENCE MARK 4 IS A STANDARD DISK STAMPED AILES 1931
 LD0796'NO 4 1972 SET IN A DRILL HOLE IN THE CONCRETE BASE ON THE NORTHEAST
 LD0796'SIDE OF A METAL SILO, 3 FEET NORTHWEST OF DOOR LEADING INTO SILO.
 LD0796'
 LD0796'THE AZIMUTH MARK IS 7 FEET SOUTH OF A FENCE CORNER, 12 FEET
 LD0796'NORTH OF A POWER POLE, 25 FEET EAST OF THE CENTERLINE OF THE
 LD0796'ROAD AND 1 FOOT EAST OF A FENCE AND A METAL WITNESS POST.
 LD0796'THE MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 LD0796'AILES 1931 1936.
 LD0796'
 LD0796'HEIGHT OF LIGHT ABOVE STATION MARK 10 FEET.
 LD0796'
 LD0796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 LD0796'MILES NORTHWEST OF LA HARPE
 LD0796
 LD0796                          STATION RECOVERY (2001)
 LD0796
 LD0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0796'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1451 ***********************************************************************
 JB1451  DESIGNATION -  AIR
 JB1451  PID         -  JB1451
 JB1451  STATE/COUNTY-  IL/ST CLAIR
 JB1451  USGS QUAD   -  LEBANON (1991)
 JB1451
 JB1451                         *CURRENT SURVEY CONTROL
 JB1451  ___________________________________________________________________
 JB1451* NAD 83(1997)-  38 33 43.18710(N)    089 52 06.35215(W)     ADJUSTED  
 JB1451* NAVD 88     -       160.278  (meters)     525.85   (feet)  ADJUSTED  
 JB1451  ___________________________________________________________________
 JB1451  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 JB1451  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JB1451  DYNAMIC HT  -         160.176 (meters)     525.51  (feet)  COMP
 JB1451  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JB1451
 JB1451  HORZ ORDER  -  SECOND
 JB1451  VERT ORDER  -  SECOND    CLASS 0
 JB1451
 JB1451.The horizontal coordinates were established by classical geodetic methods
 JB1451.and adjusted by the National Geodetic Survey in October 1999..
 JB1451
 JB1451.The orthometric height was determined by differential leveling
 JB1451.and adjusted by the National Geodetic Survey in June 1991..
 JB1451
 JB1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1451
 JB1451.The geoid height was determined by GEOID03.
 JB1451
 JB1451.The dynamic height is computed by dividing the NAVD 88
 JB1451.geopotential number by the normal gravity value computed on the
 JB1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1451.degrees latitude (g = 980.6199 gals.).
 JB1451
 JB1451.The modeled gravity was interpolated from observed gravity values.
 JB1451
 JB1451;                    North         East     Units Scale Factor Converg.
 JB1451;SPC IL W     -   210,390.962   725,992.091   MT  0.99994949   +0 11 09.3
 JB1451;SPC IL W     -   690,257.68  2,381,859.05   sFT  0.99994949   +0 11 09.3
 JB1451;UTM  16      - 4,272,074.377   250,069.948   MT  1.00036931   -1 47 20.4
 JB1451
 JB1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1451!SPC IL W     -   0.99997966  x   0.99994949  =   0.99992915
 JB1451!UTM  16      -   0.99997966  x   1.00036931  =   1.00034896
 JB1451
 JB1451|---------------------------------------------------------------------|
 JB1451| PID    Reference Object                     Distance      Geod. Az  |
 JB1451|                                                           dddmmss.s |
 JB1451| JB1452 AIR RM 1                             29.594 METERS 08933     |
 JB1451| JB1974 SCOTT AFB EAST WATER TANK           APPROX. 3.5 KM 1334345.5 |
 JB1451| JB1984 SHILOH MUNICIPAL STANDPIPE          APPROX. 2.7 KM 2572327.0 |
 JB1451| JB1989 SHILOH METHODIST CHURCH SPIRE       APPROX. 2.6 KM 2635431.5 |
 JB1451| JB1450 AIR RM 2                             28.813 METERS 26921     |
 JB1451| JB1983 OFALLON ST CLAIRS CATH CH           APPROX. 5.0 KM 3081438.2 |
 JB1451| JB1988 OFALLON INDEP ENGINEER CO TK        APPROX. 3.7 KM 3193841.0 |
 JB1451| JB1990 OFALLON INDEP ENGINEER CO STK       APPROX. 3.9 KM 3220426.4 |
 JB1451|---------------------------------------------------------------------|
 JB1451
 JB1451                          SUPERSEDED SURVEY CONTROL
 JB1451
 JB1451  NAD 83(1986)-  38 33 43.20374(N)    089 52 06.34698(W) AD(       ) 2
 JB1451  NAD 27      -  38 33 43.02748(N)    089 52 05.98584(W) AD(       ) 2
 JB1451  NGVD 29 (??/??/92)  160.384  (m)          526.19   (f) ADJ UNCH    2 0
 JB1451
 JB1451.Superseded values are not recommended for survey control.
 JB1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1451.See file dsdata.txt to determine how the superseded data were derived.
 JB1451
 JB1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5007072074(NAD 83)
 JB1451_MARKER: DE = TRAVERSE STATION DISK
 JB1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1451_STAMPING: AIR 1961
 JB1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1451+STABILITY: SURFACE MOTION
 JB1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1451+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 JB1451
 JB1451  HISTORY     - Date     Condition        Report By
 JB1451  HISTORY     - 1961     MONUMENTED       CGS
 JB1451  HISTORY     - 1961     GOOD             CGS
 JB1451  HISTORY     - 20050128 GOOD             APISUR
 JB1451  HISTORY     - 20051118 GOOD             LDACE
 JB1451
 JB1451                          STATION DESCRIPTION
 JB1451
 JB1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1451'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF O FALLON, 1.5
 JB1451'MILES EAST-NORTHEAST
 JB1451'OF SHILOH AND ABOUT 1 MILE NORTHWEST OF SCOTT AIR FORCE BASE.
 JB1451'
 JB1451'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND S
 JB1451'LINCOLN STREET IN THE
 JB1451'SOUTH EDGE OF O FALLON, GO EASTERLY ON U S HIGHWAY 50 FOR 2.05
 JB1451'MILES TO THE JUNCTION OF
 JB1451'STATE HIGHWAY 158, TURN RIGHT AND GO SOUTH
 JB1451'ON STATE HIGHWAY 158 FOR 1.5 MILES TO A
 JB1451'CROSSROAD, TURN LEFT AND GO
 JB1451'EAST FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 JB1451'
 JB1451'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12-INCH SQUARE
 JB1451'CONCRETE POST WHICH IS
 JB1451'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED AIR
 JB1451'1961.  THE MARK IS 287 FEET WEST
 JB1451'OF A FENCE CORNER, 48 FEET SOUTH OF
 JB1451'CENTER OF ROAD, 2.7 FEET NORTH OF A WITNESS POST
 JB1451'AND 3 FEET NORTH OF A FENCE.
 JB1451'
 JB1451'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB1451'SQUARE CONCRETE POST
 JB1451'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JB1451'STAMPED AIR NO 1 1961.  THE MARK
 JB1451'IS 190 FEET WEST OF A FENCE CORNER,
 JB1451'97.8 FEET EAST OF A WITNESS POST, 48 FEET SOUTH OF
 JB1451'CENTER OF ROAD AND
 JB1451'3 FEET NORTH OF A FENCE.
 JB1451'
 JB1451'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB1451'SQUARE CONCRETE POST
 JB1451'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JB1451'STAMPED AIR NO 2 1961.  THE MARK
 JB1451'IS 94 FEET WEST OF A WITNESS POST,
 JB1451'47.5 FEET SOUTH OF CENTER OF ROAD AND 3.5 FEET
 JB1451'NORTH OF A FENCE.
 JB1451'
 JB1451'NO AZIMUTH MARK WAS SET.
 JB1451'
 JB1451'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JB1451
 JB1451                          STATION RECOVERY (1961)
 JB1451
 JB1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1451'2 MI NE FROM SHILOH.
 JB1451'ABOUT 0.10 MILES WEST ALONG JULIA STREET FROM THE GRADE SCHOOL
 JB1451'IN SHILOH, THENCE 0.45 MILES NORTH ALONG MAIN STREET, THENCE
 JB1451'1.2 MILES EAST ALONG AN ASPHALT ROAD TO THE JUNCTION OF STATE
 JB1451'HIGHWAY 158, THENCE 0.3 MILES EAST ALONG AN ASPHALT PAVED ROAD
 JB1451'TO THE TOP OF THE HILL, 48 FEET SOUTH OF THE CENTER LINE OF THE
 JB1451'ROAD, 3.6 FEET NORTH OF THE FENCE, 259 FEET WEST OF THE CENTER LINE OF
 JB1451'THE FIELD ENTRANCE, 3.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST,
 JB1451'3 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB1451'POST FLUSH WITH THE GROUND.
 JB1451
 JB1451                          STATION RECOVERY (2005)
 JB1451
 JB1451'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (NRB)
 JB1451'RECOVERED IN GOOD CONDITION.
 JB1451
 JB1451                          STATION RECOVERY (2005)
 JB1451
 JB1451'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2005 (BLL)
 JB1451'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1452 ***********************************************************************
 JB1452  DESIGNATION -  AIR RM 1
 JB1452  PID         -  JB1452
 JB1452  STATE/COUNTY-  IL/ST CLAIR
 JB1452  USGS QUAD   -  LEBANON (1991)
 JB1452
 JB1452                         *CURRENT SURVEY CONTROL
 JB1452  ___________________________________________________________________
 JB1452* NAD 83(1986)-  38 33 43.     (N)    089 52 05.     (W)     SCALED    
 JB1452* NAVD 88     -       160.054  (meters)     525.11   (feet)  ADJUSTED  
 JB1452  ___________________________________________________________________
 JB1452  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JB1452  DYNAMIC HT  -         159.953 (meters)     524.78  (feet)  COMP
 JB1452  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JB1452
 JB1452  VERT ORDER  -  SECOND    CLASS 0
 JB1452
 JB1452.The horizontal coordinates were scaled from a topographic map and have
 JB1452.an estimated accuracy of +/- 6 seconds.
 JB1452
 JB1452.The orthometric height was determined by differential leveling
 JB1452.and adjusted by the National Geodetic Survey in June 1991..
 JB1452
 JB1452.The geoid height was determined by GEOID03.
 JB1452
 JB1452.The dynamic height is computed by dividing the NAVD 88
 JB1452.geopotential number by the normal gravity value computed on the
 JB1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1452.degrees latitude (g = 980.6199 gals.).
 JB1452
 JB1452.The modeled gravity was interpolated from observed gravity values.
 JB1452
 JB1452;                    North         East    Units  Estimated Accuracy
 JB1452;SPC IL W     -   210,390.      726,030.      MT  (+/- 180 meters Scaled)
 JB1452
 JB1452                          SUPERSEDED SURVEY CONTROL
 JB1452
 JB1452  NGVD 29 (??/??/92)  160.161  (m)          525.46   (f) ADJ UNCH    2 0
 JB1452
 JB1452.Superseded values are not recommended for survey control.
 JB1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1452.See file dsdata.txt to determine how the superseded data were derived.
 JB1452
 JB1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH501720(NAD 83)
 JB1452_MARKER: DR = REFERENCE MARK DISK
 JB1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1452_STAMPING: AIR NO 1 1961
 JB1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1452+STABILITY: SURFACE MOTION
 JB1452
 JB1452  HISTORY     - Date     Condition        Report By
 JB1452  HISTORY     - 1961     MONUMENTED       CGS
 JB1452
 JB1452                          STATION DESCRIPTION
 JB1452
 JB1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1452'2 MI NE FROM SHILOH.
 JB1452'ABOUT 0.10 MILES WEST ALONG JULIA STREET FROM THE GRADE SCHOOL
 JB1452'IN SHILOH, THENCE 0.45 MILES NORTH ALONG MAIN STREET, THENCE
 JB1452'1.2 MILES EAST ALONG AN ASPHALT ROAD TO THE JUNCTION OF STATE
 JB1452'HIGHWAY 158, THENCE 0.3 MILES EAST ALONG AN ASPHALT PAVED
 JB1452'ROAD TO THE TOP OF THE HILL, 48 FEET SOUTH OF THE CENTER LINE
 JB1452'OF THE ROAD, 3.5 FEET NORTH OF THE FENCE, 198 FEET WEST OF THE
 JB1452'CENTER LINE OF THE FIELD ENTRANCE, 97.2 FEET EAST OF TRAVERSE
 JB1452'STATION AIR, 97.6 FEET EAST OF A METAL WITNESS POST, 3 FEET
 JB1452'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB1452'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1450 ***********************************************************************
 JB1450  DESIGNATION -  AIR RM 2
 JB1450  PID         -  JB1450
 JB1450  STATE/COUNTY-  IL/ST CLAIR
 JB1450  USGS QUAD   -  LEBANON (1991)
 JB1450
 JB1450                         *CURRENT SURVEY CONTROL
 JB1450  ___________________________________________________________________
 JB1450* NAD 83(1986)-  38 33 43.     (N)    089 52 05.     (W)     SCALED    
 JB1450* NAVD 88     -       160.264  (meters)     525.80   (feet)  ADJUSTED  
 JB1450  ___________________________________________________________________
 JB1450  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JB1450  DYNAMIC HT  -         160.162 (meters)     525.46  (feet)  COMP
 JB1450  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 JB1450
 JB1450  VERT ORDER  -  SECOND    CLASS 0
 JB1450
 JB1450.The horizontal coordinates were scaled from a topographic map and have
 JB1450.an estimated accuracy of +/- 6 seconds.
 JB1450
 JB1450.The orthometric height was determined by differential leveling
 JB1450.and adjusted by the National Geodetic Survey in June 1991..
 JB1450
 JB1450.The geoid height was determined by GEOID03.
 JB1450
 JB1450.The dynamic height is computed by dividing the NAVD 88
 JB1450.geopotential number by the normal gravity value computed on the
 JB1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1450.degrees latitude (g = 980.6199 gals.).
 JB1450
 JB1450.The modeled gravity was interpolated from observed gravity values.
 JB1450
 JB1450;                    North         East    Units  Estimated Accuracy
 JB1450;SPC IL W     -   210,390.      726,030.      MT  (+/- 180 meters Scaled)
 JB1450
 JB1450                          SUPERSEDED SURVEY CONTROL
 JB1450
 JB1450  NGVD 29 (??/??/92)  160.370  (m)          526.15   (f) ADJ UNCH    2 0
 JB1450
 JB1450.Superseded values are not recommended for survey control.
 JB1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1450.See file dsdata.txt to determine how the superseded data were derived.
 JB1450
 JB1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH501720(NAD 83)
 JB1450_MARKER: DR = REFERENCE MARK DISK
 JB1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1450_STAMPING: AIR NO 2 1961
 JB1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1450+STABILITY: SURFACE MOTION
 JB1450
 JB1450  HISTORY     - Date     Condition        Report By
 JB1450  HISTORY     - 1961     MONUMENTED       CGS
 JB1450
 JB1450                          STATION DESCRIPTION
 JB1450
 JB1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1450'2 MI NE FROM SHILOH.
 JB1450'ABOUT 0.10 MILES WEST ALONG JULIA STREET FROM THE GRADE SCHOOL
 JB1450'IN SHILOH, THENCE 0.45 MILES NORTH ALONG MAIN STREET, THENCE
 JB1450'1.2 MILES EAST ALONG AN ASPHALT ROAD TO THE JUNCTION OF STATE
 JB1450'HIGHWAY 158, THENCE 0.3 MILES EAST ALONG AN ASPHALT PAVED ROAD TO
 JB1450'THE TOP OF THE HILL, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JB1450'3.5 FEET NORTH OF THE FENCE, 390 FEET WEST OF THE CENTER LINE OF THE
 JB1450'FIELD ENTRANCE, 94.6 FEET WEST OF TRAVERSE STATION AIR, 94.0 FEET
 JB1450'WEST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 JB1450'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JB1450'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1753 ***********************************************************************
 JB1753  DESIGNATION -  AIRPORT
 JB1753  PID         -  JB1753
 JB1753  STATE/COUNTY-  IL/JEFFERSON
 JB1753  USGS QUAD   -  OPDYKE (1978)
 JB1753
 JB1753                         *CURRENT SURVEY CONTROL
 JB1753  ___________________________________________________________________
 JB1753* NAD 83(1997)-  38 19 24.38080(N)    088 51 48.69453(W)     ADJUSTED  
 JB1753* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 JB1753  ___________________________________________________________________
 JB1753  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JB1753  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 JB1753
 JB1753  HORZ ORDER  -  THIRD
 JB1753
 JB1753.This mark is at Mount Vernon Airport (MVN)
 JB1753
 JB1753.The horizontal coordinates were established by classical geodetic methods
 JB1753.and adjusted by the National Geodetic Survey in October 1999..
 JB1753
 JB1753.The orthometric height was scaled from a topographic map.
 JB1753
 JB1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1753
 JB1753.The geoid height was determined by GEOID03.
 JB1753
 JB1753;                    North         East     Units Scale Factor Converg.
 JB1753;SPC IL E     -   184,008.565   253,638.128   MT  1.00000146   -0 19 43.6
 JB1753;SPC IL E     -   603,701.43    832,144.42   sFT  1.00000146   -0 19 43.6
 JB1753;UTM  16      - 4,243,345.287   337,101.876   MT  0.99992681   -1 09 21.0
 JB1753
 JB1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1753!SPC IL E     -   0.99998154  x   1.00000146  =   0.99998300
 JB1753!UTM  16      -   0.99998154  x   0.99992681  =   0.99990835
 JB1753
 JB1753:                Primary Azimuth Mark                     Grid Az
 JB1753:SPC IL E     -  AIRPORT AZ MK                            156 25 37.5
 JB1753:UTM  16      -  AIRPORT AZ MK                            157 15 14.9
 JB1753
 JB1753|---------------------------------------------------------------------|
 JB1753| PID    Reference Object                     Distance      Geod. Az  |
 JB1753|                                                           dddmmss.s |
 JB1753| AC8809 AIRPORT AZ MK                                      1560553.9 |
 JB1753| JB1754 AIRPORT 1961 RM 1                     5.546 METERS 18219     |
 JB1753| JB1755 MT VERNON SE MUNICIPAL TANK         APPROX. 3.4 KM 2505626.3 |
 JB1753| JB1756 MT VERNON ILL PWR MICROWAV TWR      APPROX. 3.7 KM 2533009.6 |
 JB1753| AC8810 AIRPORT RM 2                          9.475 METERS 27207     |
 JB1753|---------------------------------------------------------------------|
 JB1753
 JB1753                          SUPERSEDED SURVEY CONTROL
 JB1753
 JB1753  NAD 83(1997)-  38 19 24.39379(N)    088 51 48.69355(W) AD(       ) 3
 JB1753  NAD 83(1986)-  38 19 24.39527(N)    088 51 48.69387(W) AD(       ) 3
 JB1753  NAD 27      -  38 19 24.21936(N)    088 51 48.46425(W) AD(       ) 3
 JB1753
 JB1753.Superseded values are not recommended for survey control.
 JB1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1753.See file dsdata.txt to determine how the superseded data were derived.
 JB1753
 JB1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3710243345(NAD 83)
 JB1753_MARKER: DD = SURVEY DISK
 JB1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1753_STAMPING: AIRPORT 1961
 JB1753_MARK LOGO: CGS   
 JB1753_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JB1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1753+STABILITY: SURFACE MOTION
 JB1753
 JB1753  HISTORY     - Date     Condition        Report By
 JB1753  HISTORY     - 1961     MONUMENTED       CGS
 JB1753  HISTORY     - 1967     GOOD             CGS
 JB1753  HISTORY     - 1970     GOOD             NGS
 JB1753  HISTORY     - 1977     GOOD             NGS
 JB1753  HISTORY     - 1980     GOOD             NGS
 JB1753  HISTORY     - 19800615 GOOD             NGS
 JB1753
 JB1753                          STATION DESCRIPTION
 JB1753
 JB1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1753'THE STATION IS ABOUT 2 MILES EAST OF THE BUSINESS DISTRICT OF MT
 JB1753'VERNON, 0.5 MILE NORTH OF
 JB1753'STATE HIGHWAY 15, AT THE NORTHWEST SECTION OF MT VERNON
 JB1753'MUNICIPAL AIRPORT, IN THE
 JB1753'NORTHWEST 0.25 OF SECTION 26, T 2 S, R 3 E
 JB1753'AND ON AIRPORT PROPERTY.  IT IS 14 FEET
 JB1753'NORTHWEST OF THE NORTHEAST
 JB1753'LEG OF THE AIRPORT BEACON, 15 FEET NORTH NORTHEAST OF THE
 JB1753'NORTHWEST LEG OF
 JB1753'THE BEACON, 32 FEET EAST OF A WITNESS POST AND 84 FEET EAST OF
 JB1753'THE CENTERLINE OF A PAVED
 JB1753'ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE
 JB1753'DISK IS STAMPED AIRPORT 1961.
 JB1753'
 JB1753'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE
 JB1753'HIGHWAY 15 AND 37 AT THE
 JB1753'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN MT VERNON
 JB1753'GO EAST ON STATE HIGHWAY 15 FOR
 JB1753'1.7 MILES TO A CROSSROAD.  TURN LEFT
 JB1753'AND GO NORTH ON A PAVED ROAD FOR 0.35 MILE TO A
 JB1753'CROSSROAD.  TURN
 JB1753'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.55 MILE TO WHERE THE PAVED
 JB1753'ROAD TURNS
 JB1753'NORTH AND AN AIRPORT ENTRANCE GATE IS STRAIGHT AHEAD.
 JB1753'TURN LEFT AND GO NORTH ON THE
 JB1753'PAVED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 JB1753'
 JB1753'TO REACH THE AZIMUTH MARK FROM THIS POINT.  CONTINUE EAST ON STATE
 JB1753'HIGHWAY 15 FOR 0.7 MILE TO
 JB1753'A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT IN
 JB1753'THE NORTHEAST ANGLE OF THE INTERSECTION.
 JB1753'
 JB1753'REFERENCE MARK 1 IS SET AT THE CENTER OF THE BASE OF THE AIRPORT
 JB1753'BEACON TOWER.  THE MONUMENT
 JB1753'IS FLUSH AND THE DISK IS STAMPED AIRPORT NO 1 1961.
 JB1753'
 JB1753'REFERENCE MARK 2 IS 2 FEET EAST OF THE WITNESS POST, 30 FEET
 JB1753'NORTHWEST OF THE NORTHWEST
 JB1753'LEG OF THE BEACON AND 51 FEET EAST OF THE CENTERLINE OF THE
 JB1753'PAVED ROAD.  THE MONUMENT IS
 JB1753'FLUSH AND THE DISK IS STAMPED AIRPORT NO 2 1961.
 JB1753'
 JB1753'THE AZIMUTH MARK IS 2 FEET WEST OF A WITNESS POST, 55 FEET EAST OF
 JB1753'THE CENTERLINE OF A
 JB1753'PAVED ROAD AND 60 FEET NORTH OF THE CENTERLINE OF
 JB1753'HIGHWAY 15.  THE MONUMENT PROJECTS
 JB1753'4 INCHES AND THE DISK IS STAMPED AIRPORT 1961.
 JB1753'
 JB1753'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 JB1753
 JB1753                          STATION RECOVERY (1967)
 JB1753
 JB1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DLW)
 JB1753'THE STATION MARK, RM NO 1, RM NO 2, AND THE AZIMUTH MARK WAS
 JB1753'RECOVERED AS DESCRIBED,
 JB1753'
 JB1753'ALL MARKS ARE IN GOOD CONDITION.
 JB1753
 JB1753                          STATION RECOVERY (1970)
 JB1753
 JB1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLV)
 JB1753'THE STATION MARK, RM NO. 1, RM NO. 2, AND THE AZIMUTH MARK WERE
 JB1753'RECOVERED AS DESCRIBED, ALL IN GOOD CONDITION.
 JB1753'
 JB1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 JB1753'MT. VERNON.
 JB1753
 JB1753                          STATION RECOVERY (1977)
 JB1753
 JB1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 JB1753'STATION, RM 2, AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 JB1753'
 JB1753'REFERENCE MARK 1 HAS BEEN DESTROYED.
 JB1753'
 JB1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MT.
 JB1753'VERNON-OUTLAND AIRPORT.
 JB1753
 JB1753                          STATION RECOVERY (1980)
 JB1753
 JB1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 JB1753'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 JB1753'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE AIRPORT BEACON UNDER
 JB1753'WHICH REFERENCE MARK 1 WAS SET HAS BEEN REMOVED AND IT IS ASSUMED
 JB1753'THAT THE MARK WAS DESTROYED IN THE PROCESS...IT WAS NOT SEARCHED
 JB1753'FOR AT THIS TIME.
 JB1753'
 JB1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 JB1753'CENTER OF MT. VERNON.
 JB1753
 JB1753                          STATION RECOVERY (1980)
 JB1753
 JB1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JB1753'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE MT
 JB1753'VERNON-OUTLAND AIRPORT ON A SMALL RISE NORTHWEST OF THE INTERSECTION
 JB1753'OF THE TWO RUNWAYS.  THE STATION IS JUST INSIDE THE PLOWED FIELD, 82
 JB1753'FT (25.0 M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH PAVED ROAD, IT
 JB1753'IS APPROXIMATELY 3 FT (0.9 M) SOUTH OF THE CENTERLINE OF A DRIVEWAY AT
 JB1753'HOUSE NUMBER 403.  THE STATION IS A STANDARD DISK STAMPED AIRPORT 1961
 JB1753'AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 JB1753'GROUND.  NOTE, QUAD 380883 STA 1007.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2091 ***********************************************************************
 JA2091  CBN         -  This is a Cooperative Base Network Control Station.
 JA2091  DESIGNATION -  AIRPORT
 JA2091  PID         -  JA2091
 JA2091  STATE/COUNTY-  IL/LAWRENCE
 JA2091  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA2091
 JA2091                         *CURRENT SURVEY CONTROL
 JA2091  ___________________________________________________________________
 JA2091* NAD 83(1997)-  38 36 10.39063(N)    087 43 29.55680(W)     ADJUSTED  
 JA2091* NAVD 88     -       130.8    (meters)     429.     (feet)  GPS OBS   
 JA2091  ___________________________________________________________________
 JA2091  X           -     198,133.653 (meters)                     COMP
 JA2091  Y           -  -4,987,094.914 (meters)                     COMP
 JA2091  Z           -   3,958,023.275 (meters)                     COMP
 JA2091  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 JA2091  ELLIP HEIGHT-          99.42  (meters)          (09/15/03) GPS OBS
 JA2091  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JA2091
 JA2091  HORZ ORDER  -  A
 JA2091  ELLP ORDER  -  FOURTH    CLASS I
 JA2091
 JA2091.This mark is at Mount Carmel Airport (AJG)
 JA2091
 JA2091.The horizontal coordinates were established by GPS observations
 JA2091.and adjusted by the National Geodetic Survey in September 2003..
 JA2091
 JA2091.The orthometric height was determined by GPS observations and a
 JA2091.high-resolution geoid model.
 JA2091
 JA2091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2091
 JA2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2091
 JA2091.The ellipsoidal height was determined by GPS observations
 JA2091.and is referenced to NAD 83.
 JA2091
 JA2091.The geoid height was determined by GEOID03.
 JA2091
 JA2091;                    North         East     Units Scale Factor Converg.
 JA2091;SPC IL E     -   215,070.466   353,000.649   MT  1.00000958   +0 22 46.7
 JA2091;SPC IL E     -   705,610.35  1,158,136.30   sFT  1.00000958   +0 22 46.7
 JA2091;SPC IN W     -   372,608.698   844,117.681   MT  1.00000511   -0 24 01.0
 JA2091;SPC IN W     - 1,222,467.04  2,769,409.43   sFT  1.00000511   -0 24 01.0
 JA2091;UTM  16      - 4,272,959.069   436,881.915   MT  0.99964906   -0 27 08.2
 JA2091
 JA2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2091!SPC IL E     -   0.99998440  x   1.00000958  =   0.99999398
 JA2091!SPC IN W     -   0.99998440  x   1.00000511  =   0.99998951
 JA2091!UTM  16      -   0.99998440  x   0.99964906  =   0.99963347
 JA2091
 JA2091:                Primary Azimuth Mark                     Grid Az
 JA2091:SPC IL E     -  AIRPORT BCN MT CARMEL AIRPORT            359 57 17.6
 JA2091:SPC IN W     -  AIRPORT BCN MT CARMEL AIRPORT            000 44 05.3
 JA2091:UTM  16      -  AIRPORT BCN MT CARMEL AIRPORT            000 47 12.5
 JA2091
 JA2091|---------------------------------------------------------------------|
 JA2091| PID    Reference Object                     Distance      Geod. Az  |
 JA2091|                                                           dddmmss.s |
 JA2091| JA2092 AIRPORT BCN MT CARMEL AIRPORT       APPROX. 0.9 KM 0002004.3 |
 JA2091| JA2137 AIRPORT AZ MK                       APPROX. 0.9 KM 0041337.6 |
 JA2091| CG7026 AIRPORT RM 1                         16.426 METERS 04043     |
 JA2091| CG7027 AIRPORT RM 2                         15.735 METERS 31040     |
 JA2091|---------------------------------------------------------------------|
 JA2091
 JA2091                          SUPERSEDED SURVEY CONTROL
 JA2091
 JA2091  NAD 83(1997)-  38 36 10.39246(N)    087 43 29.55800(W) AD(       ) 1
 JA2091  ELLIP H (10/21/99)   99.48   (m)                       GP(       ) 4 1
 JA2091  NAD 83(1997)-  38 36 10.39275(N)    087 43 29.55746(W) AD(       ) 1
 JA2091  NAD 83(1986)-  38 36 10.40145(N)    087 43 29.55858(W) AD(       ) 1
 JA2091  NAD 27      -  38 36 10.22671(N)    087 43 29.45772(W) AD(       ) 3
 JA2091  NGVD 29 (06/25/91)  131.0    (m)          430.     (f) GPS OBS        
 JA2091
 JA2091.Superseded values are not recommended for survey control.
 JA2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2091.See file dsdata.txt to determine how the superseded data were derived.
 JA2091
 JA2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3688272959(NAD 83)
 JA2091_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2091_SP_SET: CONCRETE POST
 JA2091_STAMPING: AIRPORT 1968
 JA2091_MARK LOGO: CGS   
 JA2091_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2091+STABILITY: SURFACE MOTION
 JA2091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2091+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 JA2091
 JA2091  HISTORY     - Date     Condition        Report By
 JA2091  HISTORY     - 1968     MONUMENTED       CGS
 JA2091  HISTORY     - 1968     GOOD             CGS
 JA2091  HISTORY     - 19900928 GOOD             NGS
 JA2091  HISTORY     - 20020808 GOOD             NGS
 JA2091
 JA2091                          STATION DESCRIPTION
 JA2091
 JA2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2091'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF THE MT CARMEL
 JA2091'MUNICIPAL AIRPORT,
 JA2091'ABOUT 4.5 MILES WEST-NORTHWEST OF ST FRANCISVILLE,
 JA2091'8 MILES SOUTH-SOUTHWEST OF
 JA2091'LAWRENCEVILLE AND 14 MILES NORTH OF MT CARMEL.
 JA2091'
 JA2091'TO REACH FROM THE POST OFFICE IN ST FRANCISVILLE, GO WEST ON A PAVED
 JA2091'ROAD FOR 2.7 MILES
 JA2091'TO THE JUNCTION WITH STATE HIGHWAY 1.  TURN RIGHT
 JA2091'AND GO NORTH ON HIGHWAY 1 FOR 1.5
 JA2091'MILES TO A SIDE ROAD LEFT.  TURN
 JA2091'LEFT AND GO WEST ON A PAVED ROAD FOR 1.6 MILES TO
 JA2091'THE AIRPORT AND THE
 JA2091'AZIMUTH MARK ON THE SOUTH SIDE OF A SMALL WHITE BUILDING ABOUT 125
 JA2091'FEET EAST OF A
 JA2091'LARGE AIRPLANE HANGER.  CONTINUE SOUTH ON THE AIRPORT
 JA2091'TAXI STRIP FOR 0.15 MILE TO A
 JA2091'RUNWAY.  TURN RIGHT AND GO SOUTHWEST ON
 JA2091'THE RUNWAY FOR 0.35 MILE TO AN EAST-WEST RUNWAY.
 JA2091'TURN LEFT AND GO
 JA2091'EAST ON THE RUNWAY FOR 0.25 MILE TO THE STATION ON THE RIGHT AT THE
 JA2091'SOUTH EDGE OF THE RUNWAY.
 JA2091'
 JA2091'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2091'
 JA2091'STATION MARK, STAMPED AIRPORT 1968, PROJECTS 2 INCHES.  IT IS 1 FOOT
 JA2091'SOUTH OF THE
 JA2091'RUNWAY AND ABOUT 225 FEET WEST OF WHERE THE RUNWAY
 JA2091'CURVES LEFT, NORTHEAST.
 JA2091'
 JA2091'RM 1, STAMPED AIRPORT NO 1 1968, PROJECTS 3 INCHES.  IT IS 3 FEET
 JA2091'NORTH OF THE RUNWAY.
 JA2091'
 JA2091'RM 2, STAMPED AIRPORT NO 2 1968, PROJECTS 2 INCHES.  IT IS 1.5 FEET
 JA2091'SOUTH OF THE SOUTH
 JA2091'EDGE OF THE RUNWAY.
 JA2091'
 JA2091'AZ MK, STAMPED AIRPORT 1968 IS SET FLUSH WITH THE SURFACE OF THE
 JA2091'GROUND.  IT IS 3
 JA2091'FEET SOUTH OF A CONCRETE PATIO, 11 FEET NORTH OF A
 JA2091'PAVED PARKING AREA, 14 FEET SOUTH
 JA2091'OF THE SOUTHEAST CORNER OF A SMALL
 JA2091'WHITE FRAME HOUSE, 21.5 FEET SOUTHEAST OF THE
 JA2091'SOUTHWEST CORNER OF THE
 JA2091'HOUSE AND ABOUT 125 FEET EAST OF THE NORTHEAST CORNER OF A LARGE
 JA2091'AIRPLANE HANGER.
 JA2091'
 JA2091'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA2091
 JA2091                          STATION RECOVERY (1968)
 JA2091
 JA2091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JA2091'RECOVERED IN GOOD CONDITION.
 JA2091
 JA2091                          STATION RECOVERY (1990)
 JA2091
 JA2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JA2091'STATION IS LOCATED ABOUT 22 KM (13.7 MI) NORTH OF MOUNT CARMEL, 7 KM
 JA2091'(4.3 MI) WEST-NORTHWEST OF ST FRANCISVILLE, AT THE MOUNT CARMEL
 JA2091'MUNICIPAL AIRPORT, ALONG AN ABANDONED SECTION OF TAXI PARALLEL TO
 JA2091'RUNWAY 13-31, IN THE CENTER OF SECTION 15, T 2 N, R 12 W.
 JA2091'OWNERSHIP--CITY OF MOUNT CARMEL, MOUNT CARMEL, IL 62460.  AIRPORT
 JA2091'MANAGER IS MIKE VIEKE, PHONE 618-948-2413.
 JA2091'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 15 IN THE NORTH
 JA2091'SECTION OF MOUNT CARMEL, GO NORTH ON HIGHWAY 1 FOR 19.5 KM (12.1 MI)
 JA2091'TO THE BRIDGE OVER RACCOON CREEK AT THE WABASH-LAWRENCE COUNTY LINE.
 JA2091'CONTINUE NORTH FOR 4.80 KM (2.98 MI) TO A PAVED ROAD LEFT.TURN LEFT,
 JA2091'WEST, FOR 2.60 KM (1.62 MI) TO ROAD END AT AIRPORT AND GATE.  PASS
 JA2091'THROUGH GATE, THEN TURN LEFT, SOUTH, ON APRON FOR 0.25 KM (0.16 MI)
 JA2091'TO A CROSS TAXI.  BEAR RIGHT, SOUTHWEST, FOR 0.54 KM (0.34 MI) TO THE
 JA2091'ABANDONED TAXI.  TURN LEFT, SOUTHEAST, ON TAXI FOR 0.42 KM (0.26 MI)
 JA2091'TO THE STATION ON THE RIGHT.
 JA2091'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 30-CM ROUND
 JA2091'CONCRETE POST PROJECTING 1 CM.  IT IS 75 M (246.1 FT) NORTHWEST OF A
 JA2091'BEND IN THE TAXI, 269 M (882.5 FT) SOUTHEAST OF THE CENTER OF RUNWAY
 JA2091'4-22, 1.6 M (5.2 FT) NORTHEAST OF A FIBERGLASS WITNESS POST AT FIELD
 JA2091'EDGE, AND 0.3 M (1.0 FT) SOUTHWEST OF EDGE OF TAXI.
 JA2091
 JA2091                          STATION RECOVERY (2002)
 JA2091
 JA2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RA)
 JA2091'RECOVERED AS DESCRIBED
 JA2091' 
 JA2091'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1754 ***********************************************************************
 JB1754  DESIGNATION -  AIRPORT 1961 RM 1
 JB1754  PID         -  JB1754
 JB1754  STATE/COUNTY-  IL/JEFFERSON
 JB1754  USGS QUAD   -  OPDYKE (1978)
 JB1754
 JB1754                         *CURRENT SURVEY CONTROL
 JB1754  ___________________________________________________________________
 JB1754* NAD 83(1997)-  38 19 24.20108(N)    088 51 48.70376(W)     ADJUSTED  
 JB1754* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 JB1754  ___________________________________________________________________
 JB1754  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JB1754  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 JB1754
 JB1754  HORZ ORDER  -  SECOND
 JB1754
 JB1754.This mark is at Mount Vernon Airport (MVN)
 JB1754
 JB1754.The horizontal coordinates were established by classical geodetic methods
 JB1754.and adjusted by the National Geodetic Survey in October 1999..
 JB1754
 JB1754.The orthometric height was scaled from a topographic map.
 JB1754
 JB1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1754
 JB1754.The geoid height was determined by GEOID03.
 JB1754
 JB1754;                    North         East     Units Scale Factor Converg.
 JB1754;SPC IL E     -   184,003.025   253,637.872   MT  1.00000146   -0 19 43.6
 JB1754;SPC IL E     -   603,683.26    832,143.59   sFT  1.00000146   -0 19 43.6
 JB1754;UTM  16      - 4,243,339.751   337,101.540   MT  0.99992681   -1 09 21.0
 JB1754
 JB1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1754!SPC IL E     -   0.99998154  x   1.00000146  =   0.99998300
 JB1754!UTM  16      -   0.99998154  x   0.99992681  =   0.99990835
 JB1754
 JB1754                          SUPERSEDED SURVEY CONTROL
 JB1754
 JB1754  NAD 83(1997)-  38 19 24.21407(N)    088 51 48.70278(W) AD(       ) 2
 JB1754  NAD 83(1986)-  38 19 24.21555(N)    088 51 48.70311(W) AD(       ) 2
 JB1754  NAD 27      -  38 19 24.03963(N)    088 51 48.47348(W) AD(       ) 2
 JB1754
 JB1754.Superseded values are not recommended for survey control.
 JB1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1754.See file dsdata.txt to determine how the superseded data were derived.
 JB1754
 JB1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3710243340(NAD 83)
 JB1754_MARKER: DS = TRIANGULATION STATION DISK
 JB1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1754+STABILITY: SURFACE MOTION
 JB1754
 JB1754  HISTORY     - Date     Condition        Report By
 JB1754  HISTORY     - 1961     MONUMENTED       CGS
 JB1754
 JB1754                          STATION DESCRIPTION
 JB1754
 JB1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1754'THE STATION IS THE CENTER OF THE BASE OF THE TOWER SUPPORTING THE
 JB1754'REVOLVING GREEN
 JB1754'AND WHITE BEACON.  IT IS A FOUR LEGGED STEEL
 JB1754'STRUCTURE PAINTED INTERNATIONAL
 JB1754'ORANGE AND WHITE.  THE OVERALL HEIGHT
 JB1754'OF THE STRUCTURE IS ABOUT 50 FEET.
 JB1754'
 JB1754'IT IS LOCATED IN THE NORTHEAST EDGE OF THE MT VERNON MUNICIPAL
 JB1754'AIRPORT.
 JB1754'
 JB1754'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AIRPORT AND
 JB1754'THE DISTANCE IS
 JB1754'18.20 FEET, 5.546 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0891 ***********************************************************************
 NH0891  DESIGNATION -  AIRPORT A POINT 1975
 NH0891  PID         -  NH0891
 NH0891  STATE/COUNTY-  IL/WINNEBAGO
 NH0891  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0891
 NH0891                         *CURRENT SURVEY CONTROL
 NH0891  ___________________________________________________________________
 NH0891* NAD 83(1986)-  42 20 59.     (N)    089 03 01.     (W)     SCALED    
 NH0891* NAVD 88     -       224.70   (+/-2cm)     737.2    (feet)  VERTCON   
 NH0891  ___________________________________________________________________
 NH0891  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NH0891
 NH0891  VERT ORDER  -  THIRD (See Below)
 NH0891
 NH0891.The horizontal coordinates were scaled from a topographic map and have
 NH0891.an estimated accuracy of +/- 6 seconds.
 NH0891
 NH0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0891.The vertical order pertains to the NGVD 29 superseded value.
 NH0891
 NH0891.The geoid height was determined by GEOID03.
 NH0891
 NH0891;                    North         East    Units  Estimated Accuracy
 NH0891;SPC IL W     -   631,530.      791,980.      MT  (+/- 180 meters Scaled)
 NH0891
 NH0891                          SUPERSEDED SURVEY CONTROL
 NH0891
 NH0891  NGVD 29 (03/28/06)  224.76   (m)          737.4    (f) RESET       3  
 NH0891
 NH0891.Superseded values are not recommended for survey control.
 NH0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0891.See file dsdata.txt to determine how the superseded data were derived.
 NH0891
 NH0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM311906(NAD 83)
 NH0891_MARKER: DB = BENCH MARK DISK
 NH0891_SETTING: 0 = UNSPECIFIED SETTING
 NH0891_STAMPING: AIRPORT 1935 A POINT BM RESET 1975
 NH0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0891
 NH0891  HISTORY     - Date     Condition        Report By
 NH0891  HISTORY     - 1975     MONUMENTED       NGS
 NH0891  HISTORY     - 19970606 MARK NOT FOUND   USPSQD
 NH0891
 NH0891                          STATION DESCRIPTION
 NH0891
 NH0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NH0891'2.5 MI NORTH FROM LOVES PARK.
 NH0891'2.5 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION OF RIVERSIDE
 NH0891'BOULEVARD IN LOVES PARK, ACROSS THE HIGHWAY AND ALONG THE WEST SERVICE
 NH0891'ROAD OF FRANKLIN MIDDLE SCHOOL, 112 FEET WEST OF CENTERLINE OF THE
 NH0891'SOUTHBOUND TRAFFIC OF U.S. HIGHWAY 51, 19 FEET EAST OF THE CENTERLINE
 NH0891'OF THE SERVICE ROAD, AND MARK BEING AN ALUMINUM MONUMENT.
 NH0891'THE MARK IS 1 FT  S FROM A WITNESS POST.
 NH0891
 NH0891                          STATION RECOVERY (1997)
 NH0891
 NH0891'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2137 ***********************************************************************
 JA2137  DESIGNATION -  AIRPORT AZ MK
 JA2137  PID         -  JA2137
 JA2137  STATE/COUNTY-  IL/LAWRENCE
 JA2137  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA2137
 JA2137                         *CURRENT SURVEY CONTROL
 JA2137  ___________________________________________________________________
 JA2137* NAD 83(1997)-  38 36 40.47295(N)    087 43 26.72303(W)     ADJUSTED  
 JA2137* NAVD 88     -       129.9    (meters)     426.     (feet)  VERTCON   
 JA2137  ___________________________________________________________________
 JA2137  X           -     198,179.154 (meters)                     COMP
 JA2137  Y           -  -4,986,513.126 (meters)                     COMP
 JA2137  Z           -   3,958,747.590 (meters)                     COMP
 JA2137  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JA2137  ELLIP HEIGHT-          98.51  (meters)          (10/21/99) GPS OBS
 JA2137  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JA2137
 JA2137  HORZ ORDER  -  FIRST
 JA2137  ELLP ORDER  -  FOURTH    CLASS I
 JA2137
 JA2137.This mark is at Mount Carmel Airport (AJG)
 JA2137
 JA2137.The horizontal coordinates were established by GPS observations
 JA2137.and adjusted by the National Geodetic Survey in October 1999..
 JA2137
 JA2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2137
 JA2137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2137
 JA2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2137
 JA2137.The ellipsoidal height was determined by GPS observations
 JA2137.and is referenced to NAD 83.
 JA2137
 JA2137.The geoid height was determined by GEOID03.
 JA2137
 JA2137;                    North         East     Units Scale Factor Converg.
 JA2137;SPC IL E     -   215,998.514   353,063.061   MT  1.00000966   +0 22 48.7
 JA2137;SPC IL E     -   708,655.12  1,158,341.06   sFT  1.00000966   +0 22 48.7
 JA2137;UTM  16      - 4,273,885.778   436,957.769   MT  0.99964894   -0 27 06.7
 JA2137
 JA2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2137!SPC IL E     -   0.99998454  x   1.00000966  =   0.99999420
 JA2137!UTM  16      -   0.99998454  x   0.99964894  =   0.99963349
 JA2137
 JA2137:                Primary Azimuth Mark                     Grid Az
 JA2137:SPC IL E     -  AIRPORT                                  183 50 50.6
 JA2137:UTM  16      -  AIRPORT                                  184 40 46.0
 JA2137
 JA2137|---------------------------------------------------------------------|
 JA2137| PID    Reference Object                     Distance      Geod. Az  |
 JA2137|                                                           dddmmss.s |
 JA2137| JA2091 AIRPORT                             APPROX. 0.9 KM 1841339.3 |
 JA2137|---------------------------------------------------------------------|
 JA2137
 JA2137                          SUPERSEDED SURVEY CONTROL
 JA2137
 JA2137  NAD 83(1997)-  38 36 40.47324(N)    087 43 26.72250(W) AD(       ) 1
 JA2137  NAD 83(1986)-  38 36 40.48194(N)    087 43 26.72361(W) AD(       ) 1
 JA2137  NGVD 29 (06/25/91)  130.0    (m)          427.     (f) GPS OBS        
 JA2137
 JA2137.Superseded values are not recommended for survey control.
 JA2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2137.See file dsdata.txt to determine how the superseded data were derived.
 JA2137
 JA2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3695873886(NAD 83)
 JA2137_MARKER: DZ = AZIMUTH MARK DISK
 JA2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2137_SP_SET: CONCRETE POST
 JA2137_STAMPING: AIRPORT 1968
 JA2137_MARK LOGO: CGS   
 JA2137_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2137+STABILITY: SURFACE MOTION
 JA2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2137+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1990
 JA2137
 JA2137  HISTORY     - Date     Condition        Report By
 JA2137  HISTORY     - 1968     MONUMENTED       CGS
 JA2137  HISTORY     - 19900928 GOOD             NGS
 JA2137
 JA2137                          STATION DESCRIPTION
 JA2137
 JA2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JA2137'STATION IS LOCATED ABOUT 22.5 KM (14.0 MI) NORTH OF MOUNT CARMEL, 7 KM
 JA2137'(4.3 MI) WEST-NORTHWEST OF ST FRANCISVILLE, AT THE MOUNT CARMEL
 JA2137'MUNICIPAL AIRPORT, AT THE SMALL PILOTS LOUNGE BUILDING JUST SOUTHEAST
 JA2137'OF THE OFFICE, IN THE NORTHWEST 1/4 OF SECTION 15, T 2 N, R 12 W.
 JA2137'OWNERSHIP--CITY OF MOUNT CARMEL, MOUNT CARMEL, IL 62460.  AIRPORT
 JA2137'MANAGER IS MIKE VIEKE, PHONE 618-948-2413.
 JA2137'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 15 IN THE NORTH
 JA2137'SECTION OF MOUNT CARMEL, GO NORTH ON HIGHWAY 1 FOR 19.5 KM (12.1 MI)
 JA2137'TO THE BRIDGE OVER RACCOON CREEK AT THE WABASH-LAWRENCE COUNTY LINE.
 JA2137'CONTINUE NORTH FOR 4.80 KM (2.98 MI) TO A PAVED ROAD LEFT.  TURN
 JA2137'LEFT, WEST, FOR 2.60 KM (1.62 MI) TO ROAD END AT AIRPORT AND GATE.
 JA2137'PASS THROUGH GATE, THEN TURN LEFT, SOUTH, FOR 30 M (98.4 FT) TO THE
 JA2137'STATION ON THE LEFT
 JA2137'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 30-CM ROUND
 JA2137'CONCRETE POST FLUSH WITH THE GROUND.  4.3 M (14.1 FT) SOUTH-SOUTHWEST
 JA2137'OF SOUTHEAST CORNER OF LOUNGE, 0.9 M (3.0 FT) SOUTHEAST OF SOUTHEAST
 JA2137'CORNER OF CONCRETE PAD, 3.3 M (10.8 FT) NORTH OF NORTH EDGE OF APRON,
 JA2137'AND 28.2 M (92.5 FT) EAST OF EAST END OF SMALL ISLAND HOUSING GAS
 JA2137'PUMPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2715 ***********************************************************************
 ME2715  DESIGNATION -  AIRPORT BCN CHICAGO MIDWAY APT
 ME2715  PID         -  ME2715
 ME2715  STATE/COUNTY-  IL/COOK
 ME2715  USGS QUAD   -  ENGLEWOOD (1997)
 ME2715
 ME2715                         *CURRENT SURVEY CONTROL
 ME2715  ___________________________________________________________________
 ME2715* NAD 83(1997)-  41 47 01.90852(N)    087 44 35.94284(W)     ADJUSTED  
 ME2715* NAVD 88     -                                                        
 ME2715  ___________________________________________________________________
 ME2715  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 ME2715  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2715
 ME2715  HORZ ORDER  -  THIRD
 ME2715
 ME2715.This mark is at Chicago Midway Airport (MDW)
 ME2715
 ME2715.The horizontal coordinates were established by classical geodetic methods
 ME2715.and adjusted by the National Geodetic Survey in October 1999..
 ME2715
 ME2715
 ME2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2715
 ME2715.The geoid height was determined by GEOID03.
 ME2715
 ME2715;                    North         East     Units Scale Factor Converg.
 ME2715;SPC IL E     -   568,264.944   349,047.208   MT  1.00000459   +0 23 35.3
 ME2715;SPC IL E     - 1,864,382.57  1,145,165.71   sFT  1.00000459   +0 23 35.3
 ME2715;UTM  16      - 4,626,046.269   438,232.142   MT  0.99964695   -0 29 43.1
 ME2715
 ME2715                          SUPERSEDED SURVEY CONTROL
 ME2715
 ME2715  NAD 83(1997)-  41 47 01.90863(N)    087 44 35.94320(W) AD(       ) 4
 ME2715  NAD 83(1997)-  41 47 01.91191(N)    087 44 35.95278(W) AD(       ) 4
 ME2715  NAD 83(1986)-  41 47 01.91251(N)    087 44 35.95229(W) AD(       ) 4
 ME2715  NAD 27      -  41 47 01.79546(N)    087 44 35.75780(W) AD(       ) 3
 ME2715
 ME2715.Superseded values are not recommended for survey control.
 ME2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2715.See file dsdata.txt to determine how the superseded data were derived.
 ME2715
 ME2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3823226046(NAD 83)
 ME2715_MARKER: 21 = AIRPORT BEACON
 ME2715
 ME2715  HISTORY     - Date     Condition        Report By
 ME2715  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2715  HISTORY     - 1959     GOOD             CGS
 ME2715  HISTORY     - 1965     GOOD             CGS
 ME2715  HISTORY     - 1977     GOOD             NGS
 ME2715  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2715
 ME2715                          STATION DESCRIPTION
 ME2715
 ME2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2715'THE STATION IS THE CENTER OF THE REVOLVING BEACON ON THE
 ME2715'UNITED AIRLINES
 ME2715'HANGAR IN THE SOUTHEAST SECTION OF THE CHICAGO, MIDWAY AIRPORT AT THE
 ME2715'NORTHWEST CORNER OF THE
 ME2715'INTERSECTION OF 63RD STREET AND CICERO AVENUE (STATE HIGHWAY 50)
 ME2715'IN THE SOUTHWEST EDGE OF CHICAGO.  IT IS A
 ME2715'REVOLVING LIGHT, WHITE ON ONE SIDE AND GREEN
 ME2715'ON THE OTHER, AND IS ABOUT 50 FEET ABOVE THE GROUND.
 ME2715
 ME2715                          STATION RECOVERY (1959)
 ME2715
 ME2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME2715'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE WITH
 ME2715'THE FOLLOWING
 ME2715'ADDITION- IT IS LOCATED AT THE NORTHWEST CORNER OF THE HANGAR ROOF.
 ME2715
 ME2715                          STATION RECOVERY (1965)
 ME2715
 ME2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 ME2715'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME2715'
 ME2715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN CHICAGO, AT
 ME2715'MIDWAY AIRPORT
 ME2715
 ME2715                          STATION RECOVERY (1977)
 ME2715
 ME2715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2715'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2715'AIRPORT BEACON, CHICAGO-MIDWAY AIRPORT.
 ME2715'
 ME2715'THE STATION IS THE TOP CENTER OF THE CHICAGO MIDWAY AIRPORT
 ME2715'BEACON.  IT IS A GREEN AND WHITE, REVOLVING BEACON LIGHT,
 ME2715'ATTACHED TO THE TOP OF THE UNITED AIRLINE HANGER BUILDING.
 ME2715'
 ME2715'LOCATED AT MIDWAY AIRPORT.
 ME2715
 ME2715                          STATION RECOVERY (1987)
 ME2715
 ME2715'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1344 ***********************************************************************
 KB1344  DESIGNATION -  AIRPORT BCN DECATUR APT
 KB1344  PID         -  KB1344
 KB1344  STATE/COUNTY-  IL/MACON
 KB1344  USGS QUAD   -  DECATUR (1975)
 KB1344
 KB1344                         *CURRENT SURVEY CONTROL
 KB1344  ___________________________________________________________________
 KB1344* NAD 83(1997)-  39 49 57.06672(N)    088 52 39.09476(W)     ADJUSTED  
 KB1344* NAVD 88     -                                                        
 KB1344  ___________________________________________________________________
 KB1344  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 KB1344  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KB1344
 KB1344  HORZ ORDER  -  THIRD
 KB1344
 KB1344.This mark is at Decatur Airport (DEC)
 KB1344
 KB1344.The horizontal coordinates were established by classical geodetic methods
 KB1344.and adjusted by the National Geodetic Survey in October 1999..
 KB1344
 KB1344
 KB1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1344
 KB1344.The geoid height was determined by GEOID03.
 KB1344
 KB1344;                    North         East     Units Scale Factor Converg.
 KB1344;SPC IL E     -   351,546.509   253,416.965   MT  1.00000170   -0 20 54.9
 KB1344;SPC IL E     - 1,153,365.50    831,418.83   sFT  1.00000170   -0 20 54.9
 KB1344;SPC IL W     -   352,188.168   810,348.343   MT  1.00009103   +0 49 33.0
 KB1344;SPC IL W     - 1,155,470.68  2,658,617.86   sFT  1.00009103   +0 49 33.0
 KB1344;UTM  16      - 4,410,855.158   339,338.838   MT  0.99991778   -1 12 10.4
 KB1344
 KB1344                          SUPERSEDED SURVEY CONTROL
 KB1344
 KB1344  NAD 83(1986)-  39 49 57.07640(N)    088 52 39.08682(W) AD(       ) 4
 KB1344  NAD 27      -  39 49 56.94529(N)    088 52 38.82332(W) AD(       ) 3
 KB1344
 KB1344.Superseded values are not recommended for survey control.
 KB1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1344.See file dsdata.txt to determine how the superseded data were derived.
 KB1344
 KB1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3933910855(NAD 83)
 KB1344_MARKER: 21 = AIRPORT BEACON
 KB1344
 KB1344  HISTORY     - Date     Condition        Report By
 KB1344  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1344  HISTORY     - 1977     GOOD             NGS
 KB1344
 KB1344                          STATION DESCRIPTION
 KB1344
 KB1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1344'DECATUR MUNICIPAL AIRPORT BEACON IS A 4-LEGGED STEEL STRUCTURE,
 KB1344'PAINTED ALTERNATELY RED AND WHITE, WITH A REVOLVING GREEN AND
 KB1344'WHITE LIGHT ATOP THE STRUCTURE.  THE OVERALL HEIGHT OF THE
 KB1344'STRUCTURE IS ABOUT 55 FEET.
 KB1344'
 KB1344'THE BEACON IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF
 KB1344'DOWNTOWN DECATUR AT THE DECATUR MUNICIPAL AIRPORT.
 KB1344'
 KB1344'STATION IS THE CENTER OF THE REVOLVING LIGHT.
 KB1344
 KB1344                          STATION RECOVERY (1977)
 KB1344
 KB1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KB1344'RECOVERED AS DESCRIBED.
 KB1344'
 KB1344'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE DECATUR
 KB1344'MUNICIPAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1604 ***********************************************************************
 MF1604  DESIGNATION -  AIRPORT BCN DIXON MUN APT 1954
 MF1604  PID         -  MF1604
 MF1604  STATE/COUNTY-  IL/LEE
 MF1604  USGS QUAD   -  DIXON EAST (1983)
 MF1604
 MF1604                         *CURRENT SURVEY CONTROL
 MF1604  ___________________________________________________________________
 MF1604* NAD 83(1997)-  41 50 15.04987(N)    089 26 39.04638(W)     ADJUSTED  
 MF1604* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 MF1604  ___________________________________________________________________
 MF1604  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 MF1604  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1604
 MF1604  HORZ ORDER  -  THIRD
 MF1604
 MF1604.This mark is at Dixon Mun Charles R Walgreen Fld Airport (C73)
 MF1604
 MF1604.The horizontal coordinates were established by classical geodetic methods
 MF1604.and adjusted by the National Geodetic Survey in October 1999..
 MF1604
 MF1604.The orthometric height was scaled from a topographic map.
 MF1604
 MF1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1604
 MF1604.The geoid height was determined by GEOID03.
 MF1604
 MF1604;                    North         East     Units Scale Factor Converg.
 MF1604;SPC IL W     -   574,288.397   760,007.295   MT  0.99998547   +0 28 54.9
 MF1604;SPC IL W     - 1,884,144.52  2,493,457.27   sFT  0.99998547   +0 28 54.9
 MF1604;UTM  16      - 4,634,624.061   297,057.829   MT  1.00010683   -1 37 51.1
 MF1604
 MF1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1604!SPC IL W     -   0.99996769  x   0.99998547  =   0.99995316
 MF1604!UTM  16      -   0.99996769  x   1.00010683  =   1.00007452
 MF1604
 MF1604                          SUPERSEDED SURVEY CONTROL
 MF1604
 MF1604  NAD 83(1997)-  41 50 15.05007(N)    089 26 39.04630(W) AD(       ) 4
 MF1604  NAD 83(1986)-  41 50 15.05403(N)    089 26 39.05434(W) AD(       ) 4
 MF1604  NAD 27      -  41 50 14.93400(N)    089 26 38.68200(W) AD(       ) 3
 MF1604
 MF1604.Superseded values are not recommended for survey control.
 MF1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1604.See file dsdata.txt to determine how the superseded data were derived.
 MF1604
 MF1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9705834624(NAD 83)
 MF1604_MARKER: 21 = AIRPORT BEACON
 MF1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1604+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 MF1604
 MF1604  HISTORY     - Date     Condition        Report By
 MF1604  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1604  HISTORY     - 19950811 GOOD             USPSQD
 MF1604  HISTORY     - 20020114 GOOD             NGS
 MF1604  HISTORY     - 20030423 GOOD             USPSQD
 MF1604
 MF1604                          STATION DESCRIPTION
 MF1604
 MF1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1604'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF DIXON
 MF1604'ON THE DIXON MUNI. AIRPORT.  IT IS A FOUR LEGGED STEEL STRUCTURE,
 MF1604'63 FEET HIGH, PAINTED IN ALTERNATE COLORS OF ORANGE AND
 MF1604'WHITE, WITH A FLASHING WHITE LIGHT ATOP.
 MF1604'
 MF1604'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 MF1604'BURKET.  THE DISTANCE IS 218.75 FEET, 66.675 METERS.
 MF1604
 MF1604                          STATION RECOVERY (1995)
 MF1604
 MF1604'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1604'RECOVERED IN GOOD CONDITION.
 MF1604
 MF1604                          STATION RECOVERY (2002)
 MF1604
 MF1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1604'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1604
 MF1604                          STATION RECOVERY (2003)
 MF1604
 MF1604'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1317 ***********************************************************************
 MF1317  DESIGNATION -  AIRPORT BCN DU PAGE CO AIRPORT
 MF1317  PID         -  MF1317
 MF1317  STATE/COUNTY-  IL/DU PAGE
 MF1317  USGS QUAD   -  WEST CHICAGO (1993)
 MF1317
 MF1317                         *CURRENT SURVEY CONTROL
 MF1317  ___________________________________________________________________
 MF1317* NAD 83(1997)-  41 55 13.51398(N)    088 14 37.74057(W)     ADJUSTED  
 MF1317* NAVD 88     -                                                        
 MF1317  ___________________________________________________________________
 MF1317  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 MF1317  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MF1317
 MF1317  HORZ ORDER  -  THIRD
 MF1317
 MF1317.This mark is at Dupage Airport (DPA)
 MF1317
 MF1317.The horizontal coordinates were established by classical geodetic methods
 MF1317.and adjusted by the National Geodetic Survey in October 1999..
 MF1317
 MF1317
 MF1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1317
 MF1317.The geoid height was determined by GEOID03.
 MF1317
 MF1317;                    North         East     Units Scale Factor Converg.
 MF1317;SPC IL E     -   583,267.616   307,425.559   MT  0.99997568   +0 03 35.3
 MF1317;SPC IL E     - 1,913,603.84  1,008,612.02   sFT  0.99997568   +0 03 35.3
 MF1317;UTM  16      - 4,641,688.674   396,860.918   MT  0.99973090   -0 49 51.8
 MF1317
 MF1317                          SUPERSEDED SURVEY CONTROL
 MF1317
 MF1317  NAD 83(1997)-  41 55 13.51427(N)    088 14 37.74217(W) AD(       ) 4
 MF1317  NAD 83(1997)-  41 55 13.51601(N)    088 14 37.75188(W) AD(       ) 4
 MF1317  NAD 83(1986)-  41 55 13.51889(N)    088 14 37.75112(W) AD(       ) 4
 MF1317  NAD 27      -  41 55 13.42000(N)    088 14 37.48700(W) AD(       ) 3
 MF1317
 MF1317.Superseded values are not recommended for survey control.
 MF1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1317.See file dsdata.txt to determine how the superseded data were derived.
 MF1317
 MF1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9686141689(NAD 83)
 MF1317_MARKER: 21 = AIRPORT BEACON
 MF1317
 MF1317  HISTORY     - Date     Condition        Report By
 MF1317  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1317  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 MF1317
 MF1317                          STATION DESCRIPTION
 MF1317
 MF1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1317'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF ST. CHARLES
 MF1317'AT THE NORTH EDGE OF THE DU PAGE COUNTY AIRPORT.  THE BEACON
 MF1317'IS A 4 LEGGED STEEL TOWER, PAINTED IN ALTERNATE SECTIONS OF
 MF1317'RED AND WHITE WITH A REVOLVING GREEN AND WHITE LIGHT ATOP AND
 MF1317'IS 65 FEET HIGH.
 MF1317'
 MF1317'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MF1317'DU PAGE TO THE CENTER OF THE BASE OF THE BEACON AND THE DISTANCE
 MF1317'IS 449.6 FEET (137.04 METERS) NORTH OF STATION DU PAGE.
 MF1317
 MF1317                          STATION RECOVERY (1997)
 MF1317
 MF1317'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1352 ***********************************************************************
 MF1352  DESIGNATION -  AIRPORT BCN JOLIET MUN AIRPORT
 MF1352  PID         -  MF1352
 MF1352  STATE/COUNTY-  IL/WILL
 MF1352  USGS QUAD   -  PLAINFIELD (1993)
 MF1352
 MF1352                         *CURRENT SURVEY CONTROL
 MF1352  ___________________________________________________________________
 MF1352* NAD 83(1997)-  41 31 17.42552(N)    088 10 47.43104(W)     ADJUSTED  
 MF1352* NAVD 88     -                                                        
 MF1352  ___________________________________________________________________
 MF1352  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MF1352  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1352
 MF1352  HORZ ORDER  -  THIRD
 MF1352
 MF1352.This mark is at Joliet Park District Airport (JOT)
 MF1352
 MF1352.The horizontal coordinates were established by classical geodetic methods
 MF1352.and adjusted by the National Geodetic Survey in October 1999..
 MF1352
 MF1352
 MF1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1352
 MF1352.The geoid height was determined by GEOID03.
 MF1352
 MF1352;                    North         East     Units Scale Factor Converg.
 MF1352;SPC IL E     -   538,969.756   312,811.383   MT  0.99997702   +0 06 06.3
 MF1352;SPC IL E     - 1,768,269.94  1,026,282.01   sFT  0.99997702   +0 06 06.3
 MF1352;UTM  16      - 4,597,323.864   401,558.852   MT  0.99971925   -0 46 55.9
 MF1352
 MF1352                          SUPERSEDED SURVEY CONTROL
 MF1352
 MF1352  NAD 83(1997)-  41 31 17.42649(N)    088 10 47.43146(W) AD(       ) 4
 MF1352  NAD 83(1986)-  41 31 17.42764(N)    088 10 47.44247(W) AD(       ) 4
 MF1352  NAD 27      -  41 31 17.31700(N)    088 10 47.21700(W) AD(       ) 3
 MF1352
 MF1352.Superseded values are not recommended for survey control.
 MF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1352.See file dsdata.txt to determine how the superseded data were derived.
 MF1352
 MF1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0155997324(NAD 83)
 MF1352_MARKER: 21 = AIRPORT BEACON
 MF1352
 MF1352  HISTORY     - Date     Condition        Report By
 MF1352  HISTORY     - 1944     FIRST OBSERVED   CGS
 MF1352  HISTORY     - 1956     GOOD             CGS
 MF1352  HISTORY     - 1958     GOOD             CGS
 MF1352
 MF1352                          STATION DESCRIPTION
 MF1352
 MF1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1352'STATION IS LOCATED ABOUT 5 MILES W OF JOLIET, AT THE MUNICIPAL
 MF1352'AIRPORT.  THE BEACON IS LOCATED 100 FEET S OF U.S. HIGHWAY 52,
 MF1352'AT THE N EDGE OF THE AIRPORT.  IT IS A STANDARD REVOLVING-TYPE
 MF1352'BEACON ABOUT 70 FEET IN HEIGHT.  THE GREEN COURSE LIGHTS FLASH
 MF1352'THE NUMBER 2 IN CODE.
 MF1352'
 MF1352'TO REACH THE STATION FROM THE WILL COUNTY COURTHOUSE IN JOLIET,
 MF1352'GO W ON JEFFERSON STREET (U.S. HIGHWAY 52) FOR 5.3 MILES TO
 MF1352'THE BEACON ON THE LEFT.
 MF1352'
 MF1352'THE POINT SIGHTED UPON WAS THE REVOLVING LIGHT
 MF1352
 MF1352                          STATION RECOVERY (1956)
 MF1352
 MF1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1352'THE STATION WAS PREVIOUSLY LISTED AS JOLIET, MUNICIPAL AIRPORT
 MF1352'BEACON 22.  THE STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER
 MF1352'THE DESIGNATION NO. 22 IS NOT USED.  SOME PARTS OF THE ORIGINAL
 MF1352'DESCRIPTION ARE INADEQUATE AND THE NEW DESCRIPTION IS AS FOLLOWS.
 MF1352'
 MF1352'THE STATION IS LOCATED ABOUT 5 MILES WEST OF JOLIET, AT THE
 MF1352'MUNICIPAL AIRPORT.  THE BEACON IS ABOUT 72 FEET SOUTH OF U.S.
 MF1352'HIGHWAY 52, AT THE NORTH EDGE OF THE AIRPORT.  IT IS A FOUR
 MF1352'LEGGED STEEL STRUCTURE, 62 FEET IN HEIGHT, PAINTED IN ALTERNATE
 MF1352'COLORS OF RED AND WHITE, WITH A REVOLVING WHITE LIGHT ON THE TOP.
 MF1352'
 MF1352'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TROY
 MF1352'1956.  THE POINT MEASURED FROM AND OBSERVED UPON WAS THE CENTER
 MF1352'OF THE BASE OF THE BEACON.  THE DISTANCE IS 148.5 FEET (45.27
 MF1352'METERS) NORTHWEST OF STATION TROY 1956.
 MF1352'
 MF1352'TO REACH THE STATION FROM THE WILL COUNTY COURTHOUSE IN JOLIET,
 MF1352'GO WEST ON JEFFERSON STREET (U.S. HIGHWAY 52) FOR 5.3 MILES
 MF1352'TO THE STATION ON THE LEFT.
 MF1352
 MF1352                          STATION RECOVERY (1958)
 MF1352
 MF1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MF1352'INTERSECTION STATION RECOVERED AS DESCRIBED BY W.N.M. IN 1956
 MF1352'RECOVERY NOTE.  DESCRIPTION ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2077 ***********************************************************************
 JA2077  DESIGNATION -  AIRPORT BCN LAWRENCEVILLE APT
 JA2077  PID         -  JA2077
 JA2077  STATE/COUNTY-  IL/LAWRENCE
 JA2077  USGS QUAD   -  RUSSELLVILLE (1977)
 JA2077
 JA2077                         *CURRENT SURVEY CONTROL
 JA2077  ___________________________________________________________________
 JA2077* NAD 83(1997)-  38 45 41.50680(N)    087 36 18.12544(W)     ADJUSTED  
 JA2077* NAVD 88     -       129.     (meters)     423.     (feet)  SCALED    
 JA2077  ___________________________________________________________________
 JA2077  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JA2077  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA2077
 JA2077  HORZ ORDER  -  THIRD
 JA2077
 JA2077.This mark is at Lawrenceville Vincennes Intl Airport (LWV)
 JA2077
 JA2077.The horizontal coordinates were established by classical geodetic methods
 JA2077.and adjusted by the National Geodetic Survey in October 1999..
 JA2077
 JA2077.The orthometric height was scaled from a topographic map.
 JA2077
 JA2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2077
 JA2077.The geoid height was determined by GEOID03.
 JA2077
 JA2077;                    North         East     Units Scale Factor Converg.
 JA2077;SPC IL E     -   232,757.233   363,299.896   MT  1.00002432   +0 27 21.6
 JA2077;SPC IL E     -   763,637.69  1,191,926.41   sFT  1.00002432   +0 27 21.6
 JA2077;SPC IN W     -   390,153.064   854,656.941   MT  0.99999197   -0 19 35.9
 JA2077;SPC IN W     - 1,280,027.18  2,803,986.98   sFT  0.99999197   -0 19 35.9
 JA2077;UTM  16      - 4,290,487.587   447,433.352   MT  0.99963403   -0 22 43.7
 JA2077
 JA2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2077!SPC IL E     -   0.99998476  x   1.00002432  =   1.00000908
 JA2077!SPC IN W     -   0.99998476  x   0.99999197  =   0.99997673
 JA2077!UTM  16      -   0.99998476  x   0.99963403  =   0.99961879
 JA2077
 JA2077                          SUPERSEDED SURVEY CONTROL
 JA2077
 JA2077  NAD 83(1997)-  38 45 41.50675(N)    087 36 18.12531(W) AD(       ) 4
 JA2077  NAD 83(1986)-  38 45 41.51684(N)    087 36 18.12398(W) AD(       ) 4
 JA2077
 JA2077.Superseded values are not recommended for survey control.
 JA2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2077.See file dsdata.txt to determine how the superseded data were derived.
 JA2077
 JA2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4743390488(NAD 83)
 JA2077_MARKER: 21 = AIRPORT BEACON
 JA2077
 JA2077  HISTORY     - Date     Condition        Report By
 JA2077  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2077
 JA2077                          STATION DESCRIPTION
 JA2077
 JA2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2077'THE STATION IS THE SHAFT AT THE BOTTOM OF THE REVOLVING LIGHT,
 JA2077'LOCATED AT THE
 JA2077'LAWRENCEVILLE VINCENNES AIRPORT, ABOUT 30 FEET NORTH
 JA2077'OF THE ADMINISTRATION BUILDING,
 JA2077'ABOUT 4.5 MILES NORTHEAST OF
 JA2077'LAWRENCEVILLE, 6 MILES SOUTHWEST OF RUSSELVELLE
 JA2077'AND 7 MILES NORTHWEST
 JA2077'OF VINCENNES, INDIANA.  THE BEACON IS A ROTATING WHITE AND GREEN
 JA2077'LIGHT AT THE
 JA2077'TOP OF A ROUND SELF SUPPORTED METAL POLE, PAINTED IN
 JA2077'ALTERNATE SECTIONS OF RED AND
 JA2077'WHITE AND IS ABOUT 65 FEET HIGH.  IT IS
 JA2077'OWNED AND OPERATED BY THE LAWRENCEVILLE-
 JA2077'VINCENNES AIRPORT.
 JA2077'
 JA2077'THE AIRPORT WAS FORMERLY U S AIRFORCE BASE GEORGE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1335 ***********************************************************************
 MF1335  DESIGNATION -  AIRPORT BCN LEWIS LOCKPORT APT
 MF1335  PID         -  MF1335
 MF1335  STATE/COUNTY-  IL/WILL
 MF1335  USGS QUAD   -  JOLIET (1993)
 MF1335
 MF1335                         *CURRENT SURVEY CONTROL
 MF1335  ___________________________________________________________________
 MF1335* NAD 83(1997)-  41 36 24.74734(N)    088 04 54.84873(W)     ADJUSTED  
 MF1335* NAVD 88     -                                                        
 MF1335  ___________________________________________________________________
 MF1335  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 MF1335  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MF1335
 MF1335  HORZ ORDER  -  THIRD
 MF1335
 MF1335.This mark is at Lewis Univ Airport (LOT)
 MF1335
 MF1335.The horizontal coordinates were established by classical geodetic methods
 MF1335.and adjusted by the National Geodetic Survey in October 1999..
 MF1335
 MF1335
 MF1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1335
 MF1335.The geoid height was determined by GEOID03.
 MF1335
 MF1335;                    North         East     Units Scale Factor Converg.
 MF1335;SPC IL E     -   548,469.969   320,958.450   MT  0.99998040   +0 10 01.0
 MF1335;SPC IL E     - 1,799,438.56  1,053,011.18   sFT  0.99998040   +0 10 01.0
 MF1335;UTM  16      - 4,606,694.634   409,849.397   MT  0.99970001   -0 43 06.4
 MF1335
 MF1335                          SUPERSEDED SURVEY CONTROL
 MF1335
 MF1335  NAD 83(1997)-  41 36 24.74752(N)    088 04 54.84911(W) AD(       ) 4
 MF1335  NAD 83(1986)-  41 36 24.74841(N)    088 04 54.85819(W) AD(       ) 4
 MF1335  NAD 27      -  41 36 24.64100(N)    088 04 54.63800(W) AD(       ) 3
 MF1335
 MF1335.Superseded values are not recommended for survey control.
 MF1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1335.See file dsdata.txt to determine how the superseded data were derived.
 MF1335
 MF1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0984906695(NAD 83)
 MF1335_MARKER: 21 = AIRPORT BEACON
 MF1335
 MF1335  HISTORY     - Date     Condition        Report By
 MF1335  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1335
 MF1335                          STATION DESCRIPTION
 MF1335
 MF1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1335'THE STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT LOCATED
 MF1335'ATOP THE EAST SIDE OF A BRICK HANGAR AT THE LEWIS-LOCKPORT AIRPORT,
 MF1335'ABOUT 2 MILES NORTHEAST OF LOCKPORT ON THE GROUNDS OF THE LEWIS
 MF1335'SCHOOL OF SCIENCE AND TECHNOLOGY.  IT IS A ROTATING LIGHT
 MF1335'ATOP A 20 FOOT SKELETON STEEL TOWER, WHICH IS ATOP THE HANGAR
 MF1335'BUILDING, WHICH IS ABOUT 25 FEET HIGH, A RADIO ANTENNA ABOUT 10
 MF1335'FEET HIGH PROJECTS ABOVE THE LIGHT.  THE TOTAL HEIGHT OF THE
 MF1335'OBSTRUCTION IS ABOUT 55 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2092 ***********************************************************************
 JA2092  DESIGNATION -  AIRPORT BCN MT CARMEL AIRPORT
 JA2092  PID         -  JA2092
 JA2092  STATE/COUNTY-  IL/LAWRENCE
 JA2092  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA2092
 JA2092                         *CURRENT SURVEY CONTROL
 JA2092  ___________________________________________________________________
 JA2092* NAD 83(1997)-  38 36 40.69067(N)    087 43 29.33132(W)     ADJUSTED  
 JA2092* NAVD 88     -                                                        
 JA2092  ___________________________________________________________________
 JA2092  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JA2092  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JA2092
 JA2092  HORZ ORDER  -  THIRD
 JA2092
 JA2092.This mark is at Mount Carmel Airport (AJG)
 JA2092
 JA2092.The horizontal coordinates were established by classical geodetic methods
 JA2092.and adjusted by the National Geodetic Survey in October 1999..
 JA2092
 JA2092
 JA2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2092
 JA2092.The geoid height was determined by GEOID03.
 JA2092
 JA2092;                    North         East     Units Scale Factor Converg.
 JA2092;SPC IL E     -   216,004.809   352,999.913   MT  1.00000958   +0 22 47.1
 JA2092;SPC IL E     -   708,675.78  1,158,133.88   sFT  1.00000958   +0 22 47.1
 JA2092;SPC IN W     -   373,542.960   844,129.664   MT  1.00000509   -0 24 01.1
 JA2092;SPC IN W     - 1,225,532.19  2,769,448.74   sFT  1.00000509   -0 24 01.1
 JA2092;UTM  16      - 4,273,892.987   436,894.741   MT  0.99964904   -0 27 08.4
 JA2092
 JA2092                          SUPERSEDED SURVEY CONTROL
 JA2092
 JA2092  NAD 83(1997)-  38 36 40.69127(N)    087 43 29.33072(W) AD(       ) 4
 JA2092  NAD 83(1986)-  38 36 40.70121(N)    087 43 29.33152(W) AD(       ) 4
 JA2092  NAD 27      -  38 36 40.52999(N)    087 43 29.23058(W) AD(       ) 3
 JA2092
 JA2092.Superseded values are not recommended for survey control.
 JA2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2092.See file dsdata.txt to determine how the superseded data were derived.
 JA2092
 JA2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3689573893(NAD 83)
 JA2092_MARKER: 21 = AIRPORT BEACON
 JA2092
 JA2092  HISTORY     - Date     Condition        Report By
 JA2092  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2092
 JA2092                          STATION DESCRIPTION
 JA2092
 JA2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2092'THE STATION IS THE SHAFT AT THE BOTTOM OF THE REVOLVING LIGHT,
 JA2092'LOCATED ABOUT 20
 JA2092'FEET NORTH OF AN AIRPLANE HANGER AT THE NORTH EDGE
 JA2092'OF THE AIRPORT, ABOUT 4.5 MILES
 JA2092'WEST-NORTHWEST OS ST FRANCISVILLE, 8
 JA2092'MILES SOUTH-SOUTHWEST OF LAWRENCEVILLE AND 14
 JA2092'MILES NORTH OF MT
 JA2092'CARMEL.  THE BEACON IS A ROTATING WHITE AND GREEN LIGHT AT THE
 JA2092'TOP OF A ROUND
 JA2092'SELF SUPPORTED METAL POLE, PAINTED IN ALTERNATE SECTIONS OF
 JA2092'RED AND WHITE AND IS 65
 JA2092'FEET HIGH.  IT IS OWNED BY THE MT CARMEL
 JA2092'MUNICIPAL AIRPORT.
 JA2092'
 JA2092'TO REACH FROM THE POST OFFICE IN ST FRANCISVILLE, GO WEST ON A PAVED
 JA2092'ROAD FOR 2.7 MILES
 JA2092'TO THE JUNCTION WITH STATE HIGHWAY 1.  TURN RIGHT
 JA2092'AND GO NORTH ON HIGHWAY 1 FOR 1.5
 JA2092'MILES TO A SIDE ROAD LEFT.  TURN
 JA2092'LEFT AND GO WEST ON A BLACKTOP ROAD FOR 1.6 MILES TO
 JA2092'THE AIRPORT
 JA2092'HANGER AND THE BEACON AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3178 ***********************************************************************
 ME3178  DESIGNATION -  AIRPORT BCN OHARE INTL AIRPORT
 ME3178  PID         -  ME3178
 ME3178  STATE/COUNTY-  IL/COOK
 ME3178  USGS QUAD   -  ELMHURST (1997)
 ME3178
 ME3178                         *CURRENT SURVEY CONTROL
 ME3178  ___________________________________________________________________
 ME3178* NAD 83(1997)-  41 58 37.16192(N)    087 54 28.84301(W)     ADJUSTED  
 ME3178* NAVD 88     -                                                        
 ME3178  ___________________________________________________________________
 ME3178  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ME3178  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME3178
 ME3178  HORZ ORDER  -  THIRD
 ME3178
 ME3178.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3178
 ME3178.The horizontal coordinates were established by classical geodetic methods
 ME3178.and adjusted by the National Geodetic Survey in October 1999..
 ME3178
 ME3178
 ME3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3178
 ME3178.The geoid height was determined by GEOID03.
 ME3178
 ME3178;                    North         East     Units Scale Factor Converg.
 ME3178;SPC IL E     -   589,634.325   335,250.047   MT  0.99999028   +0 17 04.1
 ME3178;SPC IL E     - 1,934,491.95  1,099,899.53   sFT  0.99999028   +0 17 04.1
 ME3178;UTM  16      - 4,647,620.093   424,773.186   MT  0.99966963   -0 36 26.4
 ME3178
 ME3178                          SUPERSEDED SURVEY CONTROL
 ME3178
 ME3178  NAD 83(1997)-  41 58 37.16201(N)    087 54 28.84357(W) AD(       ) 4
 ME3178  NAD 83(1997)-  41 58 37.16177(N)    087 54 28.85796(W) AD(       ) 4
 ME3178  NAD 83(1986)-  41 58 37.16415(N)    087 54 28.85773(W) AD(       ) 4
 ME3178  NAD 27      -  41 58 37.05747(N)    087 54 28.62278(W) AD(       ) 3
 ME3178
 ME3178.Superseded values are not recommended for survey control.
 ME3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3178.See file dsdata.txt to determine how the superseded data were derived.
 ME3178
 ME3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2477347620(NAD 83)
 ME3178_MARKER: 21 = AIRPORT BEACON
 ME3178
 ME3178  HISTORY     - Date     Condition        Report By
 ME3178  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3178  HISTORY     - 1959     GOOD             CGS
 ME3178  HISTORY     - 1965     GOOD             CGS
 ME3178
 ME3178                          STATION DESCRIPTION
 ME3178
 ME3178'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3178'THE STATION IS THE CENTER OF THE BEACON WHICH IS ON THE ROOF
 ME3178'OF THE OHARE
 ME3178'FIELD, CHICAGO INTERNATIONAL AIRPORT, CHICAGO, CONTROL TOWER.  IT IS
 ME3178'A REVOLVING GREEN AND WHITE
 ME3178'BEACON AND IS PAINTED WHITE.  IT IS ABOUT 10 FEET HIGH.
 ME3178'
 ME3178'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION OHARE.  THE
 ME3178'DISTANCE IS 1.844 METERS, 6.05
 ME3178'FEET.
 ME3178
 ME3178                          STATION RECOVERY (1959)
 ME3178
 ME3178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME3178'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME3178
 ME3178                          STATION RECOVERY (1965)
 ME3178
 ME3178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 ME3178'THE AIRPORT BEACON HAS BEEN REMOVED AND THE STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0555 ***********************************************************************
 NG0555  DESIGNATION -  AIRPORT BCN PAL WAUKEE AIRPORT
 NG0555  PID         -  NG0555
 NG0555  STATE/COUNTY-  IL/COOK
 NG0555  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0555
 NG0555                         *CURRENT SURVEY CONTROL
 NG0555  ___________________________________________________________________
 NG0555* NAD 83(1997)-  42 06 42.43077(N)    087 53 31.70572(W)     ADJUSTED  
 NG0555* NAVD 88     -                                                        
 NG0555  ___________________________________________________________________
 NG0555  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 NG0555  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NG0555
 NG0555  HORZ ORDER  -  THIRD
 NG0555
 NG0555.This mark is at Palwaukee Airport (PWK)
 NG0555
 NG0555.The horizontal coordinates were established by classical geodetic methods
 NG0555.and adjusted by the National Geodetic Survey in October 1999..
 NG0555
 NG0555
 NG0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0555
 NG0555.The geoid height was determined by GEOID03.
 NG0555
 NG0555;                    North         East     Units Scale Factor Converg.
 NG0555;SPC IL E     -   604,613.101   336,488.243   MT  0.99999138   +0 17 45.1
 NG0555;SPC IL E     - 1,983,634.82  1,103,961.84   sFT  0.99999138   +0 17 45.1
 NG0555;UTM  16      - 4,662,572.929   426,244.197   MT  0.99966693   -0 35 53.8
 NG0555
 NG0555                          SUPERSEDED SURVEY CONTROL
 NG0555
 NG0555  NAD 83(1997)-  42 06 42.43080(N)    087 53 31.70632(W) AD(       ) 4
 NG0555  NAD 83(1997)-  42 06 42.43235(N)    087 53 31.71984(W) AD(       ) 4
 NG0555  NAD 83(1986)-  42 06 42.43349(N)    087 53 31.72026(W) AD(       ) 4
 NG0555  NAD 27      -  42 06 42.33126(N)    087 53 31.47487(W) AD(       ) 3
 NG0555
 NG0555.Superseded values are not recommended for survey control.
 NG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0555.See file dsdata.txt to determine how the superseded data were derived.
 NG0555
 NG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2624462573(NAD 83)
 NG0555_MARKER: 55 = TOWER
 NG0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0555+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 NG0555
 NG0555  HISTORY     - Date     Condition        Report By
 NG0555  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0555  HISTORY     - 1973     GOOD             NGS
 NG0555  HISTORY     - 1978     GOOD             NGS
 NG0555  HISTORY     - 19920615 GOOD             NGS
 NG0555  HISTORY     - 20021216 GOOD             USPSQD
 NG0555
 NG0555                          STATION DESCRIPTION
 NG0555
 NG0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0555'THE STATION IS THE CENTER OF A REVOLVING LIGHT LOCATED IN
 NG0555'THE SOUTHEAST
 NG0555'CORNER OF THE PAL-WAUKEE AIRPORT ON THE WEST SIDE OF MILWAUKEE ROAD
 NG0555'(U.S.  HIGHWAY 45) 0.2 MILE NORTH OF
 NG0555'PALATINE ROAD ABOUT 3 MILES NORTHEAST OF MT. PROSPECT AND
 NG0555'ABOUT 2-1/2 MILES SOUTHWEST OF NORTH BROOK.  IT
 NG0555'IS A REVOLVING WHITE LIGHT ON TOP OF A
 NG0555'FOUR-LEGGED STEEL TOWER WHICH IS ABOUT 40 FEET HIGH AND PAINTED IN
 NG0555'ALTERNATE SECTIONS OF ORANGE AND
 NG0555'WHITE.
 NG0555
 NG0555                          STATION RECOVERY (1973)
 NG0555
 NG0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BGH)
 NG0555'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NG0555'
 NG0555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES SW OF
 NG0555'NORTHBROOK, ILL.
 NG0555
 NG0555                          STATION RECOVERY (1978)
 NG0555
 NG0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 NG0555'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NG0555'
 NG0555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 NG0555'SOUTHWEST OF NORTHBROOK, ILL.
 NG0555
 NG0555                          STATION RECOVERY (1992)
 NG0555
 NG0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NG0555'THE STATION IS THE CENTER OF THE SPINDLE OF A REVOLVING LIGHT LOCATED
 NG0555'IN THE SOUTHEAST CORNER OF THE PAL-WAUKEE AIRPORT ON THE WEST SIDE OF
 NG0555'MILWAUKEE ROAD (U.S.  HIGHWAY 45) 0.2 MILES (0.3 KM) NORTH OF PALATINE
 NG0555'ROAD.  IT IS LOCATED ON TOP OF A FOUR LEGGED STEEL TOWER WHICH IS
 NG0555'ABOUT 40 FT (12.2 M) HIGH AND PAINTED IN ALTERNATE SECTIONS OF ORANGE
 NG0555'AND WHITE.
 NG0555
 NG0555                          STATION RECOVERY (2002)
 NG0555
 NG0555'RECOVERY NOTE BY US POWER SQUADRON 2002 (VMR)
 NG0555'RECOVERED AS DESCRIBED.
 NG0555'COORDINATES BY GPS. L 42 DEGREES 06.7'N, LO 087 DEGREES 53.5'W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1790 ***********************************************************************
 JB1790  DESIGNATION -  AIRPORT BCN SALEM LECKRONE APT
 JB1790  PID         -  JB1790
 JB1790  STATE/COUNTY-  IL/MARION
 JB1790  USGS QUAD   -  SALEM NORTH (1978)
 JB1790
 JB1790                         *CURRENT SURVEY CONTROL
 JB1790  ___________________________________________________________________
 JB1790* NAD 83(1997)-  38 38 45.24091(N)    088 58 01.16041(W)     ADJUSTED  
 JB1790* NAVD 88     -                                                        
 JB1790  ___________________________________________________________________
 JB1790  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 JB1790  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JB1790
 JB1790  HORZ ORDER  -  THIRD
 JB1790
 JB1790.The horizontal coordinates were established by classical geodetic methods
 JB1790.and adjusted by the National Geodetic Survey in October 1999..
 JB1790
 JB1790
 JB1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1790
 JB1790.The geoid height was determined by GEOID03.
 JB1790
 JB1790;                    North         East     Units Scale Factor Converg.
 JB1790;SPC IL E     -   219,860.166   244,837.274   MT  1.00001246   -0 23 44.6
 JB1790;SPC IL E     -   721,324.56    803,270.29   sFT  1.00001246   -0 23 44.6
 JB1790;UTM  16      - 4,279,318.343   328,821.809   MT  0.99996085   -1 13 43.3
 JB1790
 JB1790                          SUPERSEDED SURVEY CONTROL
 JB1790
 JB1790  NAD 83(1986)-  38 38 45.25655(N)    088 58 01.15659(W) AD(       ) 4
 JB1790  NAD 27      -  38 38 45.07935(N)    088 58 00.94548(W) AD(       ) 3
 JB1790
 JB1790.Superseded values are not recommended for survey control.
 JB1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1790.See file dsdata.txt to determine how the superseded data were derived.
 JB1790
 JB1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2882279318(NAD 83)
 JB1790_MARKER: 21 = AIRPORT BEACON
 JB1790
 JB1790  HISTORY     - Date     Condition        Report By
 JB1790  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1790  HISTORY     - 1962     GOOD             CGS
 JB1790  HISTORY     - 1970     GOOD             NGS
 JB1790
 JB1790                          STATION DESCRIPTION
 JB1790
 JB1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1790'THE STATION IS LOCATED ABOUT 5.0 MILES EAST-NORTHEAST OF ODIN, ABOUT
 JB1790'1.4 MILES NORTHWEST OF
 JB1790'SALEM AND 1.0 MILE NORTH OF U S HIGHWAY 50.
 JB1790'
 JB1790'THE STATION IS A STEEL TOWER PAINTED ORANGE WITH A GREEN AND AMBER
 JB1790'REVOLVING LIGHT ON TOP
 JB1790'AND IS APPROXIMATELY 60 FEET HIGH.
 JB1790'
 JB1790'THE POINT INTERSECTED WAS THE CENTER OF REVOLVING LIGHT.
 JB1790'
 JB1790'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 50 AND
 JB1790'STATE HIGHWAY 37 IN SALEM,
 JB1790'GO NORTH ON STATE HIGHWAY 37 FOR 0.55 MILE TO THE
 JB1790'SOUTHEAST CORNER OF BRYAN
 JB1790'MEMORIAL PARK, TURN LEFT, GO WEST ON BOONE
 JB1790'STREET FOR 1.2 MILES TO CROSSROADS AT THE
 JB1790'SOUTHWEST CORNER OF
 JB1790'AIRPORT, TURN RIGHT, GO NORTH ON AIRPORT ROAD FOR 0.7 MILE
 JB1790'TO THE STATION ON THE RIGHT.
 JB1790
 JB1790                          STATION RECOVERY (1962)
 JB1790
 JB1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1790'THE STATION WAS RECOVERED IN GOOD CONDITION.
 JB1790
 JB1790                          STATION RECOVERY (1970)
 JB1790
 JB1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JB1790'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 JB1790'
 JB1790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SALEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1267 ***********************************************************************
 KB1267  DESIGNATION -  AIRPORT BCN SHELBY CO APT
 KB1267  PID         -  KB1267
 KB1267  STATE/COUNTY-  IL/SHELBY
 KB1267  USGS QUAD   -  SHELBYVILLE (1981)
 KB1267
 KB1267                         *CURRENT SURVEY CONTROL
 KB1267  ___________________________________________________________________
 KB1267* NAD 83(1997)-  39 24 25.58061(N)    088 50 41.35212(W)     ADJUSTED  
 KB1267* NAVD 88     -                                                        
 KB1267  ___________________________________________________________________
 KB1267  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 KB1267  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KB1267
 KB1267  HORZ ORDER  -  THIRD
 KB1267
 KB1267.This mark is at Shelby County Airport (2H0)
 KB1267
 KB1267.The horizontal coordinates were established by classical geodetic methods
 KB1267.and adjusted by the National Geodetic Survey in October 1999..
 KB1267
 KB1267
 KB1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1267
 KB1267.The geoid height was determined by GEOID03.
 KB1267
 KB1267;                    North         East     Units Scale Factor Converg.
 KB1267;SPC IL E     -   304,298.361   255,947.760   MT  0.99999888   -0 19 29.0
 KB1267;SPC IL E     -   998,352.21    839,721.94   sFT  0.99999888   -0 19 29.0
 KB1267;SPC IL W     -   304,996.989   813,843.033   MT  1.00010069   +0 50 21.2
 KB1267;SPC IL W     - 1,000,644.29  2,670,083.35   sFT  1.00010069   +0 50 21.2
 KB1267;UTM  16      - 4,363,578.720   341,167.873   MT  0.99991062   -1 10 17.0
 KB1267
 KB1267                          SUPERSEDED SURVEY CONTROL
 KB1267
 KB1267  NAD 83(1986)-  39 24 25.59466(N)    088 50 41.33845(W) AD(       ) 4
 KB1267  NAD 27      -  39 24 25.44591(N)    088 50 41.07502(W) AD(       ) 3
 KB1267
 KB1267.Superseded values are not recommended for survey control.
 KB1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1267.See file dsdata.txt to determine how the superseded data were derived.
 KB1267
 KB1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4116863579(NAD 83)
 KB1267_MARKER: 21 = AIRPORT BEACON
 KB1267
 KB1267  HISTORY     - Date     Condition        Report By
 KB1267  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1267
 KB1267                          STATION DESCRIPTION
 KB1267
 KB1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1267'AIRPORT BEACON, SHELBY COUNTY AIRPORT IS A 4-LEGGED STEEL
 KB1267'STRUCTURE, PAINTED ALTERNATELY RED AND WHITE, HAS A REVOLVING
 KB1267'GREEN AND WHITE LIGHT AT THE TOP, AND AN OVERALL HEIGHT OF
 KB1267'ABOUT 50 FEET.
 KB1267'
 KB1267'THE BEACON IS LOCATED ABOUT 2-1/2 MILES WEST OF SHELBYVILLE.
 KB1267'
 KB1267'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 128 AND 16 IN THE
 KB1267'WEST EDGE OF SHELBYVILLE, GO WEST ON HIGHWAY 128 AND 16
 KB1267'FOR 1.95 MILES TO THE ENTRANCE TO THE AIRPORT ON THE RIGHT.  TURN
 KB1267'RIGHT AND GO NORTH AND NORTH-WEST FOR 0.1 MILE TO THE BEACON.
 KB1267'
 KB1267'STATION IS THE CENTER OF THE REVOLVING LIGHT ATOP THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1701 ***********************************************************************
 HB1701  DESIGNATION -  AIRPORT BCN SOUTHERN ILL APT
 HB1701  PID         -  HB1701
 HB1701  STATE/COUNTY-  IL/JACKSON
 HB1701  USGS QUAD   -  MURPHYSBORO (1978)
 HB1701
 HB1701                         *CURRENT SURVEY CONTROL
 HB1701  ___________________________________________________________________
 HB1701* NAD 83(1997)-  37 46 36.12656(N)    089 15 04.27969(W)     ADJUSTED  
 HB1701* NAVD 88     -                                                        
 HB1701  ___________________________________________________________________
 HB1701  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 HB1701  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB1701
 HB1701  HORZ ORDER  -  THIRD
 HB1701
 HB1701.This mark is at Southern Illinois Airport (MDH)
 HB1701
 HB1701.The horizontal coordinates were established by classical geodetic methods
 HB1701.and adjusted by the National Geodetic Survey in October 1999..
 HB1701
 HB1701
 HB1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1701
 HB1701.The geoid height was determined by GEOID03.
 HB1701
 HB1701;                    North         East     Units Scale Factor Converg.
 HB1701;SPC IL W     -   123,581.174   780,647.997   MT  1.00002126   +0 33 39.0
 HB1701;SPC IL W     -   405,449.24  2,561,175.97   sFT  1.00002126   +0 33 39.0
 HB1701;UTM  16      - 4,183,426.728   301,740.985   MT  1.00008416   -1 22 46.2
 HB1701
 HB1701                          SUPERSEDED SURVEY CONTROL
 HB1701
 HB1701  NAD 83(1997)-  37 46 36.13716(N)    089 15 04.28098(W) AD(       ) 4
 HB1701  NAD 83(1986)-  37 46 36.13943(N)    089 15 04.28270(W) AD(       ) 4
 HB1701  NAD 27      -  37 46 35.95475(N)    089 15 03.97929(W) AD(       ) 3
 HB1701
 HB1701.Superseded values are not recommended for survey control.
 HB1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1701.See file dsdata.txt to determine how the superseded data were derived.
 HB1701
 HB1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0174183427(NAD 83)
 HB1701_MARKER: 21 = AIRPORT BEACON
 HB1701
 HB1701  HISTORY     - Date     Condition        Report By
 HB1701  HISTORY     - 1962     FIRST OBSERVED   CGS
 HB1701  HISTORY     - 1968     GOOD             CGS
 HB1701  HISTORY     - 19930615 GOOD             NGS
 HB1701
 HB1701                          STATION DESCRIPTION
 HB1701
 HB1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1701'THE STATION IS THE CENTER OF THE REVOLVING GREEN AND WHITE BEACON,
 HB1701'LOCATED ON TOP OF THE SOUTH END OF THE AIRPORT ADMINISTRATION
 HB1701'BUILDING AND HANGER. THE HEIGHT ABOVE GROUND IS ABOUT 40 FEET.
 HB1701'
 HB1701'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE ROUTE 13 IN
 HB1701'CARBONDALE, GO NORTH ON U.S. HIGHWAY 51 FOR 4.2 MILES TO A
 HB1701'SIDE ROAD LEFT (SIGN, SOUTHERN ILLINOIS AIRPORT 2 MI.). TURN LEFT AND
 HB1701'GO WEST ON A GRAVELED ROAD FOR 1.35 MILES TO A T-ROAD. TURN
 HB1701'RIGHT AND GO NORTH AND WEST ON A PAVED ROAD FOR 0.8 MILE TO A
 HB1701'CROSSROAD. TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.2
 HB1701'MILES TO THE AIRPORT AND BEACON ON THE RIGHT.
 HB1701
 HB1701                          STATION RECOVERY (1968)
 HB1701
 HB1701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RIL)
 HB1701'AIRPORT BEACON IN GOOD COND.
 HB1701'
 HB1701'DESCRIPTION WAS FOUND TO BE COMPLETE AND ADEQUATE EXCEPT FOR THE
 HB1701'FOLLOWING CHANGES--(1) WHEN GOING NORTH ON RT. 51 FROM JCT. US 51
 HB1701'AND ILL. 13 IN CARBONDALE ONLY GO 2.8 MILES TO A SIDE ROAD LEFT
 HB1701'(SIGN AIRPORT 2 MI) INSTEAD 4.2 MILES AS GIVEN IN THE DESCRIPTION.
 HB1701
 HB1701                          STATION RECOVERY (1993)
 HB1701
 HB1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB1701'THE STATION IS LOCATED AT THE SOUTHERN ILLINOIS AIRPORT APPROXIMATELY
 HB1701'100 FT (30.5 M) SOUTHEAST OF THE TERMINAL BUILDING.  THE BEACON IS A
 HB1701'ROTATING GREEN AND CLEAR LIGHT SET ATOP A 40 FOOT (12.2 M) STEEL MAST.
 HB1701'THE POINT OBSERVED WAS THE SPINDLE OF THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0620 ***********************************************************************
 NG0620  DESIGNATION -  AIRPORT BCN WAUKEGAN AIRPORT
 NG0620  PID         -  NG0620
 NG0620  STATE/COUNTY-  IL/LAKE
 NG0620  USGS QUAD   -  WADSWORTH (1993)
 NG0620
 NG0620                         *CURRENT SURVEY CONTROL
 NG0620  ___________________________________________________________________
 NG0620* NAD 83(1997)-  42 23 40.55952(N)    087 53 00.38204(W)     ADJUSTED  
 NG0620* NAVD 88     -                                                        
 NG0620  ___________________________________________________________________
 NG0620  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 NG0620  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NG0620
 NG0620  HORZ ORDER  -  THIRD
 NG0620
 NG0620.This mark is at Waukegan Regional Airport (UGN)
 NG0620
 NG0620.The horizontal coordinates were established by classical geodetic methods
 NG0620.and adjusted by the National Geodetic Survey in October 1999..
 NG0620
 NG0620
 NG0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0620
 NG0620.The geoid height was determined by GEOID03.
 NG0620
 NG0620;                    North         East     Units Scale Factor Converg.
 NG0620;SPC IL E     -   636,030.583   337,041.988   MT  0.99999188   +0 18 12.0
 NG0620;SPC IL E     - 2,086,710.34  1,105,778.59   sFT  0.99999188   +0 18 12.0
 NG0620;UTM  16      - 4,693,967.673   427,289.139   MT  0.99966505   -0 35 44.4
 NG0620
 NG0620                          SUPERSEDED SURVEY CONTROL
 NG0620
 NG0620  NAD 83(1997)-  42 23 40.55938(N)    087 53 00.38242(W) AD(       ) 4
 NG0620  NAD 83(1997)-  42 23 40.55697(N)    087 53 00.38868(W) AD(       ) 4
 NG0620  NAD 83(1997)-  42 23 40.55639(N)    087 53 00.39054(W) AD(       ) 4
 NG0620  NAD 83(1986)-  42 23 40.55915(N)    087 53 00.39946(W) AD(       ) 4
 NG0620  NAD 27      -  42 23 40.47500(N)    087 53 00.13200(W) AD(       ) 3
 NG0620
 NG0620.Superseded values are not recommended for survey control.
 NG0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0620.See file dsdata.txt to determine how the superseded data were derived.
 NG0620
 NG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2728993968(NAD 83)
 NG0620_MARKER: 21 = AIRPORT BEACON
 NG0620
 NG0620  HISTORY     - Date     Condition        Report By
 NG0620  HISTORY     - 1954     FIRST OBSERVED   CGS
 NG0620  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0620
 NG0620                          STATION DESCRIPTION
 NG0620
 NG0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0620'STATION IS THE REVOLVING LIGHT OF THE WAUKEGAN AIRPORT BEACON
 NG0620'LOCATED IN THE
 NG0620'SOUTHEAST CORNER OF THE AIRPORT ON THE WEST SIDE OF STATE HIGHWAY 131
 NG0620'IN THE NORTHWEST EDGE OF WAUKEGAN.
 NG0620'THE REVOLVING LIGHT IS WHITE AND IS MOUNTED ABOVE TWO
 NG0620'REAL CODE LIGHTS WHICH FLASH THE LETTER H.  THE
 NG0620'LIGHT IS AT THE TOP OF A FOUR-LEGGED
 NG0620'STEEL TOWER WHICH IS ABOUT 60 FEET HIGH AND IS PAINTED IN
 NG0620'ALTERNATE SECTIONS OF RED AND WHITE.
 NG0620
 NG0620                          STATION RECOVERY (1988)
 NG0620
 NG0620'RECOVERY NOTE BY US POWER SQUADRON 1988 (GAM)
 NG0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1914 ***********************************************************************
 LC1914  DESIGNATION -  AIRPORT BEACON CO APT LINCOLN
 LC1914  PID         -  LC1914
 LC1914  STATE/COUNTY-  IL/LOGAN
 LC1914  USGS QUAD   -  LINCOLN EAST (1980)
 LC1914
 LC1914                         *CURRENT SURVEY CONTROL
 LC1914  ___________________________________________________________________
 LC1914* NAD 83(1997)-  40 09 34.60378(N)    089 20 13.99978(W)     ADJUSTED  
 LC1914* NAVD 88     -                                                        
 LC1914  ___________________________________________________________________
 LC1914  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 LC1914  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1914
 LC1914  HORZ ORDER  -  THIRD
 LC1914
 LC1914.This mark is at Logan County Airport (3LC)
 LC1914
 LC1914.The horizontal coordinates were established by classical geodetic methods
 LC1914.and adjusted by the National Geodetic Survey in October 1999..
 LC1914
 LC1914
 LC1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1914
 LC1914.The geoid height was determined by GEOID03.
 LC1914
 LC1914;                    North         East     Units Scale Factor Converg.
 LC1914;SPC IL W     -   388,039.341   770,660.540   MT  1.00000262   +0 32 05.8
 LC1914;SPC IL W     - 1,273,092.40  2,528,408.79   sFT  1.00000262   +0 32 05.8
 LC1914;UTM  16      - 4,448,091.900   300,951.309   MT  1.00008776   -1 30 28.1
 LC1914
 LC1914                          SUPERSEDED SURVEY CONTROL
 LC1914
 LC1914  NAD 83(1986)-  40 09 34.61558(N)    089 20 13.99522(W) AD(       ) 4
 LC1914  NAD 27      -  40 09 34.46400(N)    089 20 13.64800(W) AD(       ) 3
 LC1914
 LC1914.Superseded values are not recommended for survey control.
 LC1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1914.See file dsdata.txt to determine how the superseded data were derived.
 LC1914
 LC1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0095148092(NAD 83)
 LC1914_MARKER: 21 = AIRPORT BEACON
 LC1914
 LC1914  HISTORY     - Date     Condition        Report By
 LC1914  HISTORY     - 1960     FIRST OBSERVED   CGS
 LC1914
 LC1914                          STATION DESCRIPTION
 LC1914
 LC1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1914'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE CENTER
 LC1914'OF LINCOLN, 1/2 MILE SOUTHEAST OF U.S. HIGHWAY 66 (BUSINESS
 LC1914'ROUTE) AND 3/4 MILE NORTH OF STATE HIGHWAY 10.
 LC1914'
 LC1914'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 (BUSINESS ROUTE)
 LC1914'AND STATE HIGHWAY 10 WHICH IS ABOUT 1/2 MILE NORTH-NORTHEAST
 LC1914'OF THE CENTER OF LINCOLN, GO NORTHERLY ON U.S. HIGHWAY 66
 LC1914'(BUSINESS ROUTE) FOR 1.25 MILES TO A SIDE ROAD RIGHT, TURN
 LC1914'RIGHT, GO EAST FOR 0.15 MILE TO A SIDE ROAD RIGHT AT SIGN
 LC1914'LOGAN COUNTY AIRPORT, TURN RIGHT AND GO SOUTH THEN SOUTHEAST
 LC1914'FOR 0.35 MILE TO THE BEACON AS DESCRIBED.
 LC1914'
 LC1914'STATION IS A 4 LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE,
 LC1914'APPROXIMATELY 60 FEET HIGH AND HAS A ROTATING LIGHT ON TOP.
 LC1914'
 LC1914'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1486 ***********************************************************************
 MF1486  DESIGNATION -  AIRPORT BEACON DE KALB MUN APT
 MF1486  PID         -  MF1486
 MF1486  STATE/COUNTY-  IL/DE KALB
 MF1486  USGS QUAD   -  SYCAMORE (1975)
 MF1486
 MF1486                         *CURRENT SURVEY CONTROL
 MF1486  ___________________________________________________________________
 MF1486* NAD 83(1997)-  41 55 54.23197(N)    088 43 31.73956(W)     ADJUSTED  
 MF1486* NAVD 88     -                                                        
 MF1486  ___________________________________________________________________
 MF1486  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 MF1486  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1486
 MF1486  HORZ ORDER  -  THIRD
 MF1486
 MF1486.This mark is at Dekalb Taylor Municipal Airport (DKB)
 MF1486
 MF1486.The horizontal coordinates were established by classical geodetic methods
 MF1486.and adjusted by the National Geodetic Survey in October 1999..
 MF1486
 MF1486
 MF1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1486
 MF1486.The geoid height was determined by GEOID03.
 MF1486
 MF1486;                    North         East     Units Scale Factor Converg.
 MF1486;SPC IL E     -   584,594.371   267,476.165   MT  0.99998801   -0 15 43.4
 MF1486;SPC IL E     - 1,917,956.70    877,544.72   sFT  0.99998801   -0 15 43.4
 MF1486;UTM  16      - 4,643,636.138   356,944.592   MT  0.99985182   -1 09 11.7
 MF1486
 MF1486                          SUPERSEDED SURVEY CONTROL
 MF1486
 MF1486  NAD 83(1986)-  41 55 54.23242(N)    088 43 31.74705(W) AD(       ) 4
 MF1486  NAD 27      -  41 55 54.12400(N)    088 43 31.43400(W) AD(       ) 3
 MF1486
 MF1486.Superseded values are not recommended for survey control.
 MF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1486.See file dsdata.txt to determine how the superseded data were derived.
 MF1486
 MF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5694543636(NAD 83)
 MF1486_MARKER: 21 = AIRPORT BEACON
 MF1486
 MF1486  HISTORY     - Date     Condition        Report By
 MF1486  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1486  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF1486
 MF1486                          STATION DESCRIPTION
 MF1486
 MF1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1486'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT, LOCATED
 MF1486'NEAR THE NORTHWEST CORNER OF THE DE KALB MUNICIPAL AIRPORT
 MF1486'HANGAR IN THE NORTHEAST SECTION OF DE KALB.  THE LIGHT IS ATOP
 MF1486'OF 4 LEGGED STEEL STRUCTURE, PAINTED SILVER AND IS 55 FEET
 MF1486'HIGH.
 MF1486
 MF1486                          STATION RECOVERY (1996)
 MF1486
 MF1486'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1100 ***********************************************************************
 NH1100  DESIGNATION -  AIRPORT BEACON ELGIN MUN APT
 NH1100  PID         -  NH1100
 NH1100  STATE/COUNTY-  IL/KANE
 NH1100  USGS QUAD   -  ELGIN (1992)
 NH1100
 NH1100                         *CURRENT SURVEY CONTROL
 NH1100  ___________________________________________________________________
 NH1100* NAD 83(1997)-  42 04 01.89121(N)    088 17 12.55847(W)     ADJUSTED  
 NH1100* NAVD 88     -                                                        
 NH1100  ___________________________________________________________________
 NH1100  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NH1100  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NH1100
 NH1100  HORZ ORDER  -  THIRD
 NH1100
 NH1100.The horizontal coordinates were established by classical geodetic methods
 NH1100.and adjusted by the National Geodetic Survey in October 1999..
 NH1100
 NH1100
 NH1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1100
 NH1100.The geoid height was determined by GEOID03.
 NH1100
 NH1100;                    North         East     Units Scale Factor Converg.
 NH1100;SPC IL E     -   599,566.750   303,849.363   MT  0.99997518   +0 01 52.2
 NH1100;SPC IL E     - 1,967,078.58    996,879.12   sFT  0.99997518   +0 01 52.2
 NH1100;UTM  16      - 4,658,037.585   393,539.735   MT  0.99973946   -0 51 44.1
 NH1100
 NH1100                          SUPERSEDED SURVEY CONTROL
 NH1100
 NH1100  NAD 83(1997)-  42 04 01.89052(N)    088 17 12.56081(W) AD(       ) 4
 NH1100  NAD 83(1986)-  42 04 01.89353(N)    088 17 12.56883(W) AD(       ) 4
 NH1100  NAD 27      -  42 04 01.80100(N)    088 17 12.28100(W) AD(       ) 3
 NH1100
 NH1100.Superseded values are not recommended for survey control.
 NH1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1100.See file dsdata.txt to determine how the superseded data were derived.
 NH1100
 NH1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9354058038(NAD 83)
 NH1100_MARKER: 21 = AIRPORT BEACON
 NH1100
 NH1100  HISTORY     - Date     Condition        Report By
 NH1100  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1100  HISTORY     - 1966     GOOD             CGS
 NH1100  HISTORY     - 19910529 MARK NOT FOUND   USPSQD
 NH1100
 NH1100                          STATION DESCRIPTION
 NH1100
 NH1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1100'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT, LOCATED
 NH1100'NEAR THE SOUTHWEST CORNER OF THE ELGIN MUNICIPAL AIRPORT.
 NH1100'THE BEACON IS MOUNTED ATOP A 4 LEGGED STEEL STRUCTURE AND
 NH1100'HAS 2 RED CLEARANCE LIGHTS ON EITHER SIDE OF THE TOP OF THE
 NH1100'RAILING.  THE TOTAL HEIGHT IS ABOUT 40 FEET.
 NH1100'
 NH1100'TO REACH THE STATION FROM THE INTERSECTION OF NORTH STATE
 NH1100'STREET AND HIGHLAND AVE. IN ELGIN, GO NORTH ON N. STATE STREET
 NH1100'(U.S. HIGHWAY 31) FOR 2.15 MILES, TURN RIGHT AND GO EAST
 NH1100'FOR 0.25 MILE TO AIRPORT AND BEACON AS DESCRIBED.
 NH1100
 NH1100                          STATION RECOVERY (1966)
 NH1100
 NH1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1100'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED AND IN GOOD
 NH1100'CONDITION AT THIS TIME.
 NH1100
 NH1100                          STATION RECOVERY (1991)
 NH1100
 NH1100'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBL)
 NH1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1714 ***********************************************************************
 JB1714  DESIGNATION -  AIRPORT BEACON FAIRFIELD APT
 JB1714  PID         -  JB1714
 JB1714  STATE/COUNTY-  IL/WAYNE
 JB1714  USGS QUAD   -  GEFF (1970)
 JB1714
 JB1714                         *CURRENT SURVEY CONTROL
 JB1714  ___________________________________________________________________
 JB1714* NAD 83(1997)-  38 22 53.12139(N)    088 24 22.73466(W)     ADJUSTED  
 JB1714* NAVD 88     -                                                        
 JB1714  ___________________________________________________________________
 JB1714  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 JB1714  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1714
 JB1714  HORZ ORDER  -  THIRD
 JB1714
 JB1714.This mark is at Fairfield Airport (FWC)
 JB1714
 JB1714.The horizontal coordinates were established by classical geodetic methods
 JB1714.and adjusted by the National Geodetic Survey in October 1999..
 JB1714
 JB1714
 JB1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1714
 JB1714.The geoid height was determined by GEOID03.
 JB1714
 JB1714;                    North         East     Units Scale Factor Converg.
 JB1714;SPC IL E     -   190,314.259   293,623.327   MT  0.99997550   -0 02 43.1
 JB1714;SPC IL E     -   624,389.36    963,329.20   sFT  0.99997550   -0 02 43.1
 JB1714;UTM  16      - 4,249,072.092   377,168.676   MT  0.99978581   -0 52 23.8
 JB1714
 JB1714                          SUPERSEDED SURVEY CONTROL
 JB1714
 JB1714  NAD 83(1997)-  38 22 53.12788(N)    088 24 22.73303(W) AD(       ) 4
 JB1714  NAD 83(1997)-  38 22 53.13367(N)    088 24 22.73408(W) AD(       ) 4
 JB1714  NAD 83(1986)-  38 22 53.13468(N)    088 24 22.73386(W) AD(       ) 4
 JB1714  NAD 27      -  38 22 52.96076(N)    088 24 22.55588(W) AD(       ) 3
 JB1714
 JB1714.Superseded values are not recommended for survey control.
 JB1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1714.See file dsdata.txt to determine how the superseded data were derived.
 JB1714
 JB1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7716949072(NAD 83)
 JB1714_MARKER: 21 = AIRPORT BEACON
 JB1714
 JB1714  HISTORY     - Date     Condition        Report By
 JB1714  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1714
 JB1714                          STATION DESCRIPTION
 JB1714
 JB1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1714'THE STATION IS THE CENTER OF THE REVOLVING SIGNAL LIGHT ATOP A 12
 JB1714'INCH METAL POLE
 JB1714'PAINTED SILVER.  ITS OVERALL HEIGHT IS ABOUT 50 FEET.
 JB1714'IT IS LOCATED NEAR THE NORTHEAST
 JB1714'EDGE OF THE AIRPORT ABOUT 2 MILES
 JB1714'WEST OF FAIRFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1650 ***********************************************************************
 JB1650  DESIGNATION -  AIRPORT BEACON FLORA AIRPORT
 JB1650  PID         -  JB1650
 JB1650  STATE/COUNTY-  IL/CLAY
 JB1650  USGS QUAD   -  FLORA (1970)
 JB1650
 JB1650                         *CURRENT SURVEY CONTROL
 JB1650  ___________________________________________________________________
 JB1650* NAD 83(1997)-  38 40 10.82834(N)    088 27 07.90233(W)     ADJUSTED  
 JB1650* NAVD 88     -                                                        
 JB1650  ___________________________________________________________________
 JB1650  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JB1650  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JB1650
 JB1650  HORZ ORDER  -  THIRD
 JB1650
 JB1650.This mark is at Flora Airport (FOA)
 JB1650
 JB1650.The horizontal coordinates were established by classical geodetic methods
 JB1650.and adjusted by the National Geodetic Survey in October 1999..
 JB1650
 JB1650
 JB1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1650
 JB1650.The geoid height was determined by GEOID03.
 JB1650
 JB1650;                    North         East     Units Scale Factor Converg.
 JB1650;SPC IL E     -   222,315.464   289,655.986   MT  0.99997632   -0 04 27.4
 JB1650;SPC IL E     -   729,379.98    950,313.01   sFT  0.99997632   -0 04 27.4
 JB1650;UTM  16      - 4,281,121.524   373,666.294   MT  0.99979654   -0 54 27.0
 JB1650
 JB1650                          SUPERSEDED SURVEY CONTROL
 JB1650
 JB1650  NAD 83(1997)-  38 40 10.83794(N)    088 27 07.89884(W) AD(       ) 4
 JB1650  NAD 83(1986)-  38 40 10.84139(N)    088 27 07.89952(W) AD(       ) 4
 JB1650  NAD 27      -  38 40 10.67014(N)    088 27 07.73161(W) AD(       ) 3
 JB1650
 JB1650.Superseded values are not recommended for survey control.
 JB1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1650.See file dsdata.txt to determine how the superseded data were derived.
 JB1650
 JB1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7366681122(NAD 83)
 JB1650_MARKER: 21 = AIRPORT BEACON
 JB1650
 JB1650  HISTORY     - Date     Condition        Report By
 JB1650  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1650
 JB1650                          STATION DESCRIPTION
 JB1650
 JB1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1650'THE STATION IS THE CENTER OF THE REVOLVING GREEN AND WHITE LIGHT ATOP
 JB1650'THE TOWER LOCATED
 JB1650'ABOUT 2 MILES EAST OF FLORA AND ABOUT 0.15 MILE
 JB1650'SOUTH OF U S HIGHWAY 50.  THE TOWER
 JB1650'IS A FOUR LEGGED STEEL STRUCTURE
 JB1650'PAINTED ALTERNATELY IN SECTIONS OF INTERNATIONAL RED
 JB1650'AND WHITE.  THE
 JB1650'OVERALL HEIGHT IS 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0533 ***********************************************************************
 NG0533  DESIGNATION -  AIRPORT BEACON GLENVIEW NAS
 NG0533  PID         -  NG0533
 NG0533  STATE/COUNTY-  IL/COOK
 NG0533  USGS QUAD   -  PARK RIDGE (1995)
 NG0533
 NG0533                         *CURRENT SURVEY CONTROL
 NG0533  ___________________________________________________________________
 NG0533* NAD 83(1997)-  42 05 23.39708(N)    087 49 30.51832(W)     ADJUSTED  
 NG0533* NAVD 88     -                                                        
 NG0533  ___________________________________________________________________
 NG0533  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 NG0533  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0533
 NG0533  HORZ ORDER  -  THIRD
 NG0533
 NG0533.The horizontal coordinates were established by classical geodetic methods
 NG0533.and adjusted by the National Geodetic Survey in October 1999..
 NG0533
 NG0533
 NG0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0533
 NG0533.The geoid height was determined by GEOID03.
 NG0533
 NG0533;                    North         East     Units Scale Factor Converg.
 NG0533;SPC IL E     -   602,205.413   342,043.611   MT  0.99999674   +0 20 26.3
 NG0533;SPC IL E     - 1,975,735.59  1,122,188.08   sFT  0.99999674   +0 20 26.3
 NG0533;UTM  16      - 4,660,079.688   431,759.493   MT  0.99965730   -0 33 11.2
 NG0533
 NG0533                          SUPERSEDED SURVEY CONTROL
 NG0533
 NG0533  NAD 83(1997)-  42 05 23.39714(N)    087 49 30.51897(W) AD(       ) 4
 NG0533  NAD 83(1997)-  42 05 23.39862(N)    087 49 30.53285(W) AD(       ) 4
 NG0533  NAD 83(1986)-  42 05 23.40000(N)    087 49 30.53305(W) AD(       ) 4
 NG0533  NAD 27      -  42 05 23.29594(N)    087 49 30.29692(W) AD(       ) 3
 NG0533
 NG0533.Superseded values are not recommended for survey control.
 NG0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0533.See file dsdata.txt to determine how the superseded data were derived.
 NG0533
 NG0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3175960080(NAD 83)
 NG0533_MARKER: 21 = AIRPORT BEACON
 NG0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0533+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 NG0533
 NG0533  HISTORY     - Date     Condition        Report By
 NG0533  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0533  HISTORY     - 20021216 GOOD             USPSQD
 NG0533
 NG0533                          STATION DESCRIPTION
 NG0533
 NG0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0533'THE STATION IS THE CENTER OF THE REVOLVING LIGHT LOCATED ON
 NG0533'TOP OF THE CONTROL
 NG0533'TOWER OF THE GLENVIEW NAVAL AIR STATION ABOUT 1 MILE NORTHWEST OF
 NG0533'GLENVIEW.  IT IS A REVOLVING LIGHT,
 NG0533'TWO WHITE LIGHTS AND 1 GREEN AND IS ON A 15 FOOT
 NG0533'STEEL TOWER ON TOP OF THE CONTROL TOWER OF THE AIR
 NG0533'STATION.  THE TOTAL HEIGHT OF THE
 NG0533'LIGHT ABOVE GROUND IS 75 FEET.
 NG0533
 NG0533                          STATION RECOVERY (2002)
 NG0533
 NG0533'RECOVERY NOTE BY US POWER SQUADRON 2002 (VMR)
 NG0533'RECOVERED AS DESCRIBED.
 NG0533'REVOLVING BEACON LIGHT IS INOPERATIVE.THIS SITE IS THE RESIDENTIAL AND
 NG0533'COMMERCIAL RE-DEVELOPMENT OF THE GLENVIEW NAVAL AIR STATION.
 NG0533'COORDINATES BY GPS. L 42 DEGREES 05.5'N, LO 087 DEGREES 49.5'W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1445 ***********************************************************************
 MF1445  DESIGNATION -  AIRPORT BEACON MORRIS AIRPORT
 MF1445  PID         -  MF1445
 MF1445  STATE/COUNTY-  IL/GRUNDY
 MF1445  USGS QUAD   -  LISBON (1993)
 MF1445
 MF1445                         *CURRENT SURVEY CONTROL
 MF1445  ___________________________________________________________________
 MF1445* NAD 83(1997)-  41 25 48.40295(N)    088 25 21.31099(W)     ADJUSTED  
 MF1445* NAVD 88     -                                                        
 MF1445  ___________________________________________________________________
 MF1445  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 MF1445  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF1445
 MF1445  HORZ ORDER  -  THIRD
 MF1445
 MF1445.This mark is at Morris Mun-James R Washburn Fld Airport (C09)
 MF1445
 MF1445.The horizontal coordinates were established by classical geodetic methods
 MF1445.and adjusted by the National Geodetic Survey in October 1999..
 MF1445
 MF1445
 MF1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1445
 MF1445.The geoid height was determined by GEOID03.
 MF1445
 MF1445;                    North         East     Units Scale Factor Converg.
 MF1445;SPC IL E     -   528,811.848   292,539.892   MT  0.99997568   -0 03 32.6
 MF1445;SPC IL E     - 1,734,943.54    959,774.63   sFT  0.99997568   -0 03 32.6
 MF1445;UTM  16      - 4,587,481.877   381,137.895   MT  0.99977387   -0 56 29.2
 MF1445
 MF1445                          SUPERSEDED SURVEY CONTROL
 MF1445
 MF1445  NAD 83(1997)-  41 25 48.40647(N)    088 25 21.32314(W) AD(       ) 4
 MF1445  NAD 83(1986)-  41 25 48.40715(N)    088 25 21.32189(W) AD(       ) 4
 MF1445  NAD 27      -  41 25 48.29400(N)    088 25 21.07300(W) AD(       ) 3
 MF1445
 MF1445.Superseded values are not recommended for survey control.
 MF1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1445.See file dsdata.txt to determine how the superseded data were derived.
 MF1445
 MF1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8113887482(NAD 83)
 MF1445_MARKER: 21 = AIRPORT BEACON
 MF1445
 MF1445  HISTORY     - Date     Condition        Report By
 MF1445  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1445
 MF1445                          STATION DESCRIPTION
 MF1445
 MF1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1445'STATION IS THE CENTER OF THE REVOLVING WHITE BEACON, LOCATED ABOUT
 MF1445'4 MILES NORTH OF MORRIS, ON THE MORRIS AIRPORT, ABOUT 100
 MF1445'FEET EAST OF THE CENTER OF STATE HIGHWAY 47, AT THE WEST EDGE
 MF1445'OF A SMALL HANGAR, AND NEAR THE WEST EDGE OF THE AIRPORT.  IT
 MF1445'IS A 4 LEGGED GALVANIZED STEEL STRUCTURE, THE TOP OF WHICH
 MF1445'IS PAINTED ORANGE, ABOUT 50 FEET HIGH, WITH THE REVOLVING BEACON
 MF1445'AND A SERACHLIGHT ATOP.
 MF1445'
 MF1445'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6
 MF1445'(WEST) AND STATE HIGHWAY 47 IN THE NORTH EDGE OF MORRIS, GO
 MF1445'NORTH ON STATE HIGHWAY 47 FOR 3.9 MILES TO THE STATION ON THE
 MF1445'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1639 ***********************************************************************
 JB1639  DESIGNATION -  AIRPORT BEACON OLNEY NOBLE APT
 JB1639  PID         -  JB1639
 JB1639  STATE/COUNTY-  IL/RICHLAND
 JB1639  USGS QUAD   -  NOBLE (1971)
 JB1639
 JB1639                         *CURRENT SURVEY CONTROL
 JB1639  ___________________________________________________________________
 JB1639* NAD 83(1997)-  38 43 08.95382(N)    088 10 24.63149(W)     ADJUSTED  
 JB1639* NAVD 88     -                                                        
 JB1639  ___________________________________________________________________
 JB1639  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 JB1639  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JB1639
 JB1639  HORZ ORDER  -  THIRD
 JB1639
 JB1639.This mark is at Olney-Noble Airport (OLY)
 JB1639
 JB1639.The horizontal coordinates were established by classical geodetic methods
 JB1639.and adjusted by the National Geodetic Survey in October 1999..
 JB1639
 JB1639
 JB1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1639
 JB1639.The geoid height was determined by GEOID03.
 JB1639
 JB1639;                    North         East     Units Scale Factor Converg.
 JB1639;SPC IL E     -   227,813.428   313,899.251   MT  0.99997738   +0 05 59.9
 JB1639;SPC IL E     -   747,417.89  1,029,851.13   sFT  0.99997738   +0 05 59.9
 JB1639;UTM  16      - 4,286,265.079   397,981.767   MT  0.99972816   -0 44 02.7
 JB1639
 JB1639                          SUPERSEDED SURVEY CONTROL
 JB1639
 JB1639  NAD 83(1997)-  38 43 08.95670(N)    088 10 24.62854(W) AD(       ) 4
 JB1639  NAD 83(1986)-  38 43 08.96557(N)    088 10 24.62779(W) AD(       ) 4
 JB1639  NAD 27      -  38 43 08.79022(N)    088 10 24.48180(W) AD(       ) 3
 JB1639
 JB1639.Superseded values are not recommended for survey control.
 JB1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1639.See file dsdata.txt to determine how the superseded data were derived.
 JB1639
 JB1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9798286265(NAD 83)
 JB1639_MARKER: 21 = AIRPORT BEACON
 JB1639
 JB1639  HISTORY     - Date     Condition        Report By
 JB1639  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1639
 JB1639                          STATION DESCRIPTION
 JB1639
 JB1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1639'THE STATION IS THE CENTER OF THE REVOLVING SIGNAL LIGHT ATOP A 12
 JB1639'INCH METAL POLE
 JB1639'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 JB1639'LOCATED AT THE SOUTHEAST EDGE OF
 JB1639'THE AIRPORT ABOUT 3 MILES EAST OF
 JB1639'NOBLE AND ABOUT 3 MILES WEST OF OLNEY.  THE OVERALL
 JB1639'HEIGHT IS ABOUT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1922 ***********************************************************************
 JB1922  DESIGNATION -  AIRPORT BEACON SPARTA APT
 JB1922  PID         -  JB1922
 JB1922  STATE/COUNTY-  IL/RANDOLPH
 JB1922  USGS QUAD   -  TILDEN (1982)
 JB1922
 JB1922                         *CURRENT SURVEY CONTROL
 JB1922  ___________________________________________________________________
 JB1922* NAD 83(1997)-  38 08 37.31009(N)    089 42 08.10166(W)     ADJUSTED  
 JB1922* NAVD 88     -                                                        
 JB1922  ___________________________________________________________________
 JB1922  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JB1922  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 JB1922
 JB1922  HORZ ORDER  -  THIRD
 JB1922
 JB1922.This mark is at Sparta Community - Hunter Field Airport (SAR)
 JB1922
 JB1922.The horizontal coordinates were established by classical geodetic methods
 JB1922.and adjusted by the National Geodetic Survey in October 1999..
 JB1922
 JB1922
 JB1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1922
 JB1922.The geoid height was determined by GEOID03.
 JB1922
 JB1922;                    North         East     Units Scale Factor Converg.
 JB1922;SPC IL W     -   164,020.894   740,708.807   MT  0.99996158   +0 17 12.6
 JB1922;SPC IL W     -   538,125.22  2,430,142.14   sFT  0.99996158   +0 17 12.6
 JB1922;UTM  16      - 4,225,209.230   263,192.309   MT  1.00029070   -1 40 11.2
 JB1922
 JB1922                          SUPERSEDED SURVEY CONTROL
 JB1922
 JB1922  NAD 83(1986)-  38 08 37.31787(N)    089 42 08.09405(W) AD(       ) 4
 JB1922  NAD 27      -  38 08 37.14630(N)    089 42 07.73864(W) AD(       ) 3
 JB1922
 JB1922.Superseded values are not recommended for survey control.
 JB1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1922.See file dsdata.txt to determine how the superseded data were derived.
 JB1922
 JB1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6319225209(NAD 83)
 JB1922_MARKER: 21 = AIRPORT BEACON
 JB1922
 JB1922  HISTORY     - Date     Condition        Report By
 JB1922  HISTORY     - 1969     FIRST OBSERVED   CGS
 JB1922
 JB1922                          STATION DESCRIPTION
 JB1922
 JB1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JFS)
 JB1922'STATION IS LOCATED ABOUT 1.6 MI N. OF SPARTA, AT THE HUNTER FIELD
 JB1922'(AIRPORT).  STATION IS THE CENTER OF ROTATION OF THE AIRPORT BEACON
 JB1922'LIGHT WHICH IS AT THE TOP OF A STEEL TOWER ABOUT 60 FT HIGH,
 JB1922'LOCATED ABOUT 200 FT SW. OF THE TERMINAL BUILDING.
 JB1922'
 JB1922'STATION WAS INTERSECTED FROM STATIONS 60 HUNTER AZIMUTH MARK, 61
 JB1922'HUNTER, AND 62 BM 16 JHR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3193 ***********************************************************************
 ME3193  DESIGNATION -  AIRPORT BM 68 COC
 ME3193  PID         -  ME3193
 ME3193  STATE/COUNTY-  IL/COOK
 ME3193  USGS QUAD   -  ELMHURST (1997)
 ME3193
 ME3193                         *CURRENT SURVEY CONTROL
 ME3193  ___________________________________________________________________
 ME3193* NAD 83(1997)-  41 59 51.22951(N)    087 54 27.78625(W)     ADJUSTED  
 ME3193* NAVD 88     -       197.     (meters)     646.     (feet)  VERTCON   
 ME3193  ___________________________________________________________________
 ME3193  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 ME3193  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME3193
 ME3193  HORZ ORDER  -  SECOND
 ME3193
 ME3193.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3193
 ME3193.The horizontal coordinates were established by classical geodetic methods
 ME3193.and adjusted by the National Geodetic Survey in October 1999..
 ME3193
 ME3193.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3193
 ME3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3193
 ME3193.The geoid height was determined by GEOID03.
 ME3193
 ME3193;                    North         East     Units Scale Factor Converg.
 ME3193;SPC IL E     -   591,919.649   335,263.019   MT  0.99999029   +0 17 05.2
 ME3193;SPC IL E     - 1,941,989.72  1,099,942.09   sFT  0.99999029   +0 17 05.2
 ME3193;UTM  16      - 4,649,904.206   424,821.718   MT  0.99966954   -0 36 26.6
 ME3193
 ME3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3193!SPC IL E     -   0.99997439  x   0.99999029  =   0.99996468
 ME3193!UTM  16      -   0.99997439  x   0.99966954  =   0.99964394
 ME3193
 ME3193                          SUPERSEDED SURVEY CONTROL
 ME3193
 ME3193  NAD 83(1997)-  41 59 51.22959(N)    087 54 27.78682(W) AD(       ) 2
 ME3193  NAD 83(1997)-  41 59 51.22962(N)    087 54 27.80169(W) AD(       ) 2
 ME3193  NAD 83(1986)-  41 59 51.23145(N)    087 54 27.80115(W) AD(       ) 2
 ME3193  NAD 27      -  41 59 51.12574(N)    087 54 27.56470(W) AD(       ) 2
 ME3193  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG       
 ME3193
 ME3193.Superseded values are not recommended for survey control.
 ME3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3193.See file dsdata.txt to determine how the superseded data were derived.
 ME3193
 ME3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2482249904(NAD 83)
 ME3193_MARKER: I = METAL ROD
 ME3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3193_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3193
 ME3193  HISTORY     - Date     Condition        Report By
 ME3193  HISTORY     - 1977     MONUMENTED       IL1670
 ME3193  HISTORY     - 1983     GOOD             IL1670
 ME3193
 ME3193                          STATION DESCRIPTION
 ME3193
 ME3193'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3193'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 ME3193'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3193'
 ME3193'THE STATION MARK IS A BRASS ROD SET INTO THE TOP OF A PRE-CAST
 ME3193'CONCRETE MONUMENT WHICH IS 5 FEET IN DEPTH, 3 FEET AT THE BASE,
 ME3193'AND 1 FOOT AT THE TOP. THE MONUMENT HAS A CAST IRON COVER.
 ME3193
 ME3193                          STATION RECOVERY (1983)
 ME3193
 ME3193'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3193'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3193'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 ME3193'
 ME3193'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3191 ***********************************************************************
 ME3191  DESIGNATION -  AIRPORT BM 69 COC
 ME3191  PID         -  ME3191
 ME3191  STATE/COUNTY-  IL/COOK
 ME3191  USGS QUAD   -  ELMHURST (1997)
 ME3191
 ME3191                         *CURRENT SURVEY CONTROL
 ME3191  ___________________________________________________________________
 ME3191* NAD 83(1997)-  41 59 50.69869(N)    087 54 03.42797(W)     ADJUSTED  
 ME3191* NAVD 88     -       196.     (meters)     643.     (feet)  VERTCON   
 ME3191  ___________________________________________________________________
 ME3191  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 ME3191  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME3191
 ME3191  HORZ ORDER  -  SECOND
 ME3191
 ME3191.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3191
 ME3191.The horizontal coordinates were established by classical geodetic methods
 ME3191.and adjusted by the National Geodetic Survey in October 1999..
 ME3191
 ME3191.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3191
 ME3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3191
 ME3191.The geoid height was determined by GEOID03.
 ME3191
 ME3191;                    North         East     Units Scale Factor Converg.
 ME3191;SPC IL E     -   591,906.080   335,823.695   MT  0.99999079   +0 17 21.5
 ME3191;SPC IL E     - 1,941,945.20  1,101,781.57   sFT  0.99999079   +0 17 21.5
 ME3191;UTM  16      - 4,649,881.915   425,381.935   MT  0.99966851   -0 36 10.3
 ME3191
 ME3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3191!SPC IL E     -   0.99997455  x   0.99999079  =   0.99996534
 ME3191!UTM  16      -   0.99997455  x   0.99966851  =   0.99964307
 ME3191
 ME3191                          SUPERSEDED SURVEY CONTROL
 ME3191
 ME3191  NAD 83(1997)-  41 59 50.69877(N)    087 54 03.42855(W) AD(       ) 2
 ME3191  NAD 83(1997)-  41 59 50.69891(N)    087 54 03.44341(W) AD(       ) 2
 ME3191  NAD 83(1986)-  41 59 50.70059(N)    087 54 03.44291(W) AD(       ) 2
 ME3191  NAD 27      -  41 59 50.59459(N)    087 54 03.20735(W) AD(       ) 2
 ME3191  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 ME3191
 ME3191.Superseded values are not recommended for survey control.
 ME3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3191.See file dsdata.txt to determine how the superseded data were derived.
 ME3191
 ME3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2538249882(NAD 83)
 ME3191_MARKER: I = METAL ROD
 ME3191_SETTING: 0 = UNSPECIFIED SETTING
 ME3191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3191
 ME3191  HISTORY     - Date     Condition        Report By
 ME3191  HISTORY     - 1977     MONUMENTED       IL1670
 ME3191
 ME3191                          STATION DESCRIPTION
 ME3191
 ME3191'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3191'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 ME3191'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3191'
 ME3191'THE STATION MARK IS A BRASS ROD SET INTO THE TOP OF A PRE-CAST
 ME3191'CONCRETE MONUMENT WHICH IS 5 FEET IN DEPTH, 3 FEET AT THE BASE,
 ME3191'AND 1 FOOT AT THE TOP. THE MONUMENT HAS A CAST IRON COVER.
 ME3191'
 ME3191'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF RUNWAY 18
 ME3191'AND THE SCENIC TAXIWAY, APPROXIMATELY 150 FEET WEST OF THE
 ME3191'CENTERLINE AND 20 FEET SOUTH OF THE END OF RUNWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3189 ***********************************************************************
 ME3189  DESIGNATION -  AIRPORT BM 90 COC
 ME3189  PID         -  ME3189
 ME3189  STATE/COUNTY-  IL/COOK
 ME3189  USGS QUAD   -  ELMHURST (1997)
 ME3189
 ME3189                         *CURRENT SURVEY CONTROL
 ME3189  ___________________________________________________________________
 ME3189* NAD 83(1997)-  41 57 47.57164(N)    087 53 21.08071(W)     ADJUSTED  
 ME3189* NAVD 88     -       197.     (meters)     646.     (feet)  VERTCON   
 ME3189  ___________________________________________________________________
 ME3189  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 ME3189  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME3189
 ME3189  HORZ ORDER  -  SECOND
 ME3189
 ME3189.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3189
 ME3189.The horizontal coordinates were established by classical geodetic methods
 ME3189.and adjusted by the National Geodetic Survey in October 1999..
 ME3189
 ME3189.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3189
 ME3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3189
 ME3189.The geoid height was determined by GEOID03.
 ME3189
 ME3189;                    North         East     Units Scale Factor Converg.
 ME3189;SPC IL E     -   588,112.240   336,817.994   MT  0.99999167   +0 17 49.1
 ME3189;SPC IL E     - 1,929,498.24  1,105,043.70   sFT  0.99999167   +0 17 49.1
 ME3189;UTM  16      - 4,646,074.291   426,316.759   MT  0.99966681   -0 35 40.5
 ME3189
 ME3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3189!SPC IL E     -   0.99997438  x   0.99999167  =   0.99996605
 ME3189!UTM  16      -   0.99997438  x   0.99966681  =   0.99964120
 ME3189
 ME3189                          SUPERSEDED SURVEY CONTROL
 ME3189
 ME3189  NAD 83(1997)-  41 57 47.57174(N)    087 53 21.08125(W) AD(       ) 2
 ME3189  NAD 83(1997)-  41 57 47.57165(N)    087 53 21.09535(W) AD(       ) 2
 ME3189  NAD 83(1986)-  41 57 47.57336(N)    087 53 21.09502(W) AD(       ) 2
 ME3189  NAD 27      -  41 57 47.46607(N)    087 53 20.86373(W) AD(       ) 2
 ME3189  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG       
 ME3189
 ME3189.Superseded values are not recommended for survey control.
 ME3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3189.See file dsdata.txt to determine how the superseded data were derived.
 ME3189
 ME3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2631746074(NAD 83)
 ME3189_MARKER: I = METAL ROD
 ME3189_SETTING: 0 = UNSPECIFIED SETTING
 ME3189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3189
 ME3189  HISTORY     - Date     Condition        Report By
 ME3189  HISTORY     - 1977     MONUMENTED       IL1670
 ME3189
 ME3189                          STATION DESCRIPTION
 ME3189
 ME3189'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3189'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 ME3189'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3189'
 ME3189'THE STATION MARK IS A BRASS ROD SET INTO THE TOP OF A PRE-CAST
 ME3189'CONCRETE MONUMENT WHICH IS 5 FEET IN DEPTH, 3 FEET AT THE BASE,
 ME3189'AND 1 FOOT AT THE TOP. THE MONUMENT HAS A CAST IRON COVER.
 ME3189'
 ME3189'THE STATION IS LOCATED APPROXIMATELY 300 FEET NORTHWEST OF THE
 ME3189'CENTERLINE AND 4,330 FEET NORTHEAST OF THE END OF RUNWAY 4R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3181 ***********************************************************************
 ME3181  DESIGNATION -  AIRPORT BM 91 COC
 ME3181  PID         -  ME3181
 ME3181  STATE/COUNTY-  IL/COOK
 ME3181  USGS QUAD   -  ELMHURST (1997)
 ME3181
 ME3181                         *CURRENT SURVEY CONTROL
 ME3181  ___________________________________________________________________
 ME3181* NAD 83(1997)-  41 58 11.60757(N)    087 52 51.07922(W)     ADJUSTED  
 ME3181* NAVD 88     -       198.     (meters)     650.     (feet)  VERTCON   
 ME3181  ___________________________________________________________________
 ME3181  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 ME3181  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3181
 ME3181  HORZ ORDER  -  SECOND
 ME3181
 ME3181.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3181
 ME3181.The horizontal coordinates were established by classical geodetic methods
 ME3181.and adjusted by the National Geodetic Survey in October 1999..
 ME3181
 ME3181.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3181
 ME3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3181
 ME3181.The geoid height was determined by GEOID03.
 ME3181
 ME3181;                    North         East     Units Scale Factor Converg.
 ME3181;SPC IL E     -   588,857.432   337,504.918   MT  0.99999230   +0 18 09.3
 ME3181;SPC IL E     - 1,931,943.09  1,107,297.39   sFT  0.99999230   +0 18 09.3
 ME3181;UTM  16      - 4,646,808.463   427,014.967   MT  0.99966555   -0 35 20.7
 ME3181
 ME3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3181!SPC IL E     -   0.99997423  x   0.99999230  =   0.99996653
 ME3181!UTM  16      -   0.99997423  x   0.99966555  =   0.99963979
 ME3181
 ME3181                          SUPERSEDED SURVEY CONTROL
 ME3181
 ME3181  NAD 83(1997)-  41 58 11.60766(N)    087 52 51.07977(W) AD(       ) 2
 ME3181  NAD 83(1997)-  41 58 11.60770(N)    087 52 51.09404(W) AD(       ) 2
 ME3181  NAD 83(1986)-  41 58 11.60940(N)    087 52 51.09367(W) AD(       ) 2
 ME3181  NAD 27      -  41 58 11.50202(N)    087 52 50.86265(W) AD(       ) 2
 ME3181  NGVD 29 (07/19/86)  198.     (m)          650.     (f) VERT ANG       
 ME3181
 ME3181.Superseded values are not recommended for survey control.
 ME3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3181.See file dsdata.txt to determine how the superseded data were derived.
 ME3181
 ME3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2701546808(NAD 83)
 ME3181_MARKER: I = METAL ROD
 ME3181_SETTING: 0 = UNSPECIFIED SETTING
 ME3181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3181
 ME3181  HISTORY     - Date     Condition        Report By
 ME3181  HISTORY     - 1977     MONUMENTED       IL1670
 ME3181
 ME3181                          STATION DESCRIPTION
 ME3181
 ME3181'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3181'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 ME3181'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3181'
 ME3181'THE STATION MARK IS A BRASS ROD SET INTO THE TOP OF A PRE-CAST
 ME3181'CONCRETE MONUMENT WHICH IS 5 FEET IN DEPTH, 3 FEET AT THE BASE
 ME3181'AND 1 FOOT AT THE TOP. THE MONUMENT HAS A CAST IRON COVER.
 ME3181'
 ME3181'THE STATION IS LOCATED APPROXIMATELY 230 FEET NORTHWEST OF THE
 ME3181'CENTERLINE AND 300 FEET WEST OF THE END OF RUNWAY 22L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3183 ***********************************************************************
 ME3183  DESIGNATION -  AIRPORT BM K 15 COC
 ME3183  PID         -  ME3183
 ME3183  STATE/COUNTY-  IL/COOK
 ME3183  USGS QUAD   -  ELMHURST (1997)
 ME3183
 ME3183                         *CURRENT SURVEY CONTROL
 ME3183  ___________________________________________________________________
 ME3183* NAD 83(1997)-  41 57 49.84075(N)    087 52 56.01988(W)     ADJUSTED  
 ME3183* NAVD 88     -       195.40   (+/-2cm)     641.1    (feet)  VERTCON   
 ME3183  ___________________________________________________________________
 ME3183  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 ME3183  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME3183
 ME3183  HORZ ORDER  -  SECOND
 ME3183  VERT ORDER  -  THIRD ? (See Below)
 ME3183
 ME3183.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3183
 ME3183.The horizontal coordinates were established by classical geodetic methods
 ME3183.and adjusted by the National Geodetic Survey in October 1999..
 ME3183
 ME3183.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3183.The vertical order pertains to the NGVD 29 superseded value.
 ME3183
 ME3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3183
 ME3183.The geoid height was determined by GEOID03.
 ME3183
 ME3183;                    North         East     Units Scale Factor Converg.
 ME3183;SPC IL E     -   588,185.263   337,394.698   MT  0.99999220   +0 18 05.9
 ME3183;SPC IL E     - 1,929,737.82  1,106,935.77   sFT  0.99999220   +0 18 05.9
 ME3183;UTM  16      - 4,646,138.311   426,894.340   MT  0.99966576   -0 35 23.8
 ME3183
 ME3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3183!SPC IL E     -   0.99997462  x   0.99999220  =   0.99996682
 ME3183!UTM  16      -   0.99997462  x   0.99966576  =   0.99964039
 ME3183
 ME3183|---------------------------------------------------------------------|
 ME3183| PID    Reference Object                     Distance      Geod. Az  |
 ME3183|                                                           dddmmss.s |
 ME3183| ME3182 AIRPORT BM 91 COC TPT                23.650 METERS 00937     |
 ME3183| ME3185 AIRPORT BM 90 COC TPT                20.771 METERS 26305     |
 ME3183| ME3189 AIRPORT BM 90 COC                   APPROX. 0.6 KM 2630506.6 |
 ME3183|---------------------------------------------------------------------|
 ME3183
 ME3183                          SUPERSEDED SURVEY CONTROL
 ME3183
 ME3183  NAD 83(1997)-  41 57 49.84085(N)    087 52 56.02043(W) AD(       ) 2
 ME3183  NAD 83(1997)-  41 57 49.84087(N)    087 52 56.03454(W) AD(       ) 2
 ME3183  NAD 83(1986)-  41 57 49.84256(N)    087 52 56.03419(W) AD(       ) 2
 ME3183  NAD 27      -  41 57 49.73497(N)    087 52 55.80356(W) AD(       ) 2
 ME3183  NGVD 29 (07/19/86)  195.49   (m)          641.4    (f) LEVELING    3  
 ME3183
 ME3183.Superseded values are not recommended for survey control.
 ME3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3183.See file dsdata.txt to determine how the superseded data were derived.
 ME3183
 ME3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2689446138(NAD 83)
 ME3183_MARKER: DD = SURVEY DISK
 ME3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3183+STABILITY: SURFACE MOTION
 ME3183
 ME3183  HISTORY     - Date     Condition        Report By
 ME3183  HISTORY     - 1977     MONUMENTED       IL1670
 ME3183
 ME3183                          STATION DESCRIPTION
 ME3183
 ME3183'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3183'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY
 ME3183'OF CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3183'
 ME3183'THE STATION MARK, A BRONZE DISK STAMPED---K 15---, IS SET IN
 ME3183'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 5 FEET DEEP
 ME3183'AND 12 INCHES IN DIAMETER. THE MONUMENT IS SURROUNDED BY A
 ME3183'TRIANGULAR STEEL GUARD RAIL.
 ME3183'
 ME3183'THE STATION IS LOCATED APPROXIMATELY 1400 FEET WEST AND 600
 ME3183'FEET SOUTH OF THE INTERSECTION OF MANHEIM ROAD AND LAWRENCE
 ME3183'AVENUE AND 80 FEET WEST FROM THE SOUTH END OF A LAKE IN AN OPEN
 ME3183'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3179 ***********************************************************************
 ME3179  DESIGNATION -  AIRPORT BM K 17 COC
 ME3179  PID         -  ME3179
 ME3179  STATE/COUNTY-  IL/COOK
 ME3179  USGS QUAD   -  ELMHURST (1997)
 ME3179
 ME3179                         *CURRENT SURVEY CONTROL
 ME3179  ___________________________________________________________________
 ME3179* NAD 83(1997)-  41 58 40.89553(N)    087 52 46.50178(W)     ADJUSTED  
 ME3179* NAVD 88     -       195.93   (+/-2cm)     642.8    (feet)  VERTCON   
 ME3179  ___________________________________________________________________
 ME3179  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 ME3179  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME3179
 ME3179  HORZ ORDER  -  SECOND
 ME3179  VERT ORDER  -  THIRD ? (See Below)
 ME3179
 ME3179.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3179
 ME3179.The horizontal coordinates were established by classical geodetic methods
 ME3179.and adjusted by the National Geodetic Survey in October 1999..
 ME3179
 ME3179.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3179.The vertical order pertains to the NGVD 29 superseded value.
 ME3179
 ME3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3179
 ME3179.The geoid height was determined by GEOID03.
 ME3179
 ME3179;                    North         East     Units Scale Factor Converg.
 ME3179;SPC IL E     -   589,761.607   337,605.525   MT  0.99999239   +0 18 12.6
 ME3179;SPC IL E     - 1,934,909.54  1,107,627.46   sFT  0.99999239   +0 18 12.6
 ME3179;UTM  16      - 4,647,710.668   427,129.597   MT  0.99966534   -0 35 18.0
 ME3179
 ME3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3179!SPC IL E     -   0.99997454  x   0.99999239  =   0.99996693
 ME3179!UTM  16      -   0.99997454  x   0.99966534  =   0.99963989
 ME3179
 ME3179:                Primary Azimuth Mark                     Grid Az
 ME3179:SPC IL E     -  O HARE CHICAGO INTL APT TANK             332 03 16.6
 ME3179:UTM  16      -  O HARE CHICAGO INTL APT TANK             332 56 47.2
 ME3179
 ME3179|---------------------------------------------------------------------|
 ME3179| PID    Reference Object                     Distance      Geod. Az  |
 ME3179|                                                           dddmmss.s |
 ME3179| ME3169 O HARE CHICAGO INTL APT TANK        APPROX. 1.5 KM 3322129.2 |
 ME3179| ME3180 AIRPORT BM K 18 COC                 APPROX. 0.6 KM 3534541.5 |
 ME3179|---------------------------------------------------------------------|
 ME3179
 ME3179                          SUPERSEDED SURVEY CONTROL
 ME3179
 ME3179  NAD 83(1997)-  41 58 40.89563(N)    087 52 46.50234(W) AD(       ) 2
 ME3179  NAD 83(1997)-  41 58 40.89596(N)    087 52 46.51662(W) AD(       ) 2
 ME3179  NAD 83(1986)-  41 58 40.89779(N)    087 52 46.51613(W) AD(       ) 2
 ME3179  NAD 27      -  41 58 40.79002(N)    087 52 46.28468(W) AD(       ) 2
 ME3179  NGVD 29 (07/19/86)  196.02   (m)          643.1    (f) LEVELING    3  
 ME3179
 ME3179.Superseded values are not recommended for survey control.
 ME3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3179.See file dsdata.txt to determine how the superseded data were derived.
 ME3179
 ME3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2713047711(NAD 83)
 ME3179_MARKER: DD = SURVEY DISK
 ME3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3179_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3179+STABILITY: SURFACE MOTION
 ME3179
 ME3179  HISTORY     - Date     Condition        Report By
 ME3179  HISTORY     - 1977     MONUMENTED       IL1670
 ME3179  HISTORY     - 1983     GOOD             IL1670
 ME3179
 ME3179                          STATION DESCRIPTION
 ME3179
 ME3179'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3179'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 ME3179'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3179'
 ME3179'THE STATION MARK, A BRONZE DISK STAMPED---K 17---, IS SET IN
 ME3179'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 5 FEET DEEP
 ME3179'AND 12 INCHES IN DIAMETER. THE MONUMENT IS SURROUNDED BY A
 ME3179'TRIANGULAR STEEL GUARD RAIL.
 ME3179'
 ME3179'THE STATION IS LOCATED 19.12 FEET SOUTH-SOUTHWEST OF A CHISELED
 ME3179'X ON THE WEST FACE OF AN IRON FENCE POST, 7.94 FEET WEST OF A
 ME3179'CHISELED X ON THE WEST FACE OF AN IRON FENCE POST AND 37.99
 ME3179'FEET NORTHEAST OF A CHISELED X ON THE TOP OF A CONCRETE RIGHT
 ME3179'OF WAY POST.
 ME3179
 ME3179                          STATION RECOVERY (1983)
 ME3179
 ME3179'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3179'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3179'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 ME3179'
 ME3179'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3180 ***********************************************************************
 ME3180  DESIGNATION -  AIRPORT BM K 18 COC
 ME3180  PID         -  ME3180
 ME3180  STATE/COUNTY-  IL/COOK
 ME3180  USGS QUAD   -  ELMHURST (1997)
 ME3180
 ME3180                         *CURRENT SURVEY CONTROL
 ME3180  ___________________________________________________________________
 ME3180* NAD 83(1997)-  41 59 01.82702(N)    087 52 49.56854(W)     ADJUSTED  
 ME3180* NAVD 88     -       195.29   (+/-2cm)     640.7    (feet)  VERTCON   
 ME3180  ___________________________________________________________________
 ME3180  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 ME3180  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME3180
 ME3180  HORZ ORDER  -  SECOND
 ME3180  VERT ORDER  -  THIRD ? (See Below)
 ME3180
 ME3180.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3180
 ME3180.The horizontal coordinates were established by classical geodetic methods
 ME3180.and adjusted by the National Geodetic Survey in October 1999..
 ME3180
 ME3180.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3180.The vertical order pertains to the NGVD 29 superseded value.
 ME3180
 ME3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3180
 ME3180.The geoid height was determined by GEOID03.
 ME3180
 ME3180;                    North         East     Units Scale Factor Converg.
 ME3180;SPC IL E     -   590,407.031   337,531.509   MT  0.99999233   +0 18 10.6
 ME3180;SPC IL E     - 1,937,027.07  1,107,384.63   sFT  0.99999233   +0 18 10.6
 ME3180;UTM  16      - 4,648,356.955   427,065.657   MT  0.99966545   -0 35 20.3
 ME3180
 ME3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3180!SPC IL E     -   0.99997464  x   0.99999233  =   0.99996697
 ME3180!UTM  16      -   0.99997464  x   0.99966545  =   0.99964010
 ME3180
 ME3180:                Primary Azimuth Mark                     Grid Az
 ME3180:SPC IL E     -  B 11                                     097 09 33.9
 ME3180:UTM  16      -  B 11                                     098 03 04.8
 ME3180
 ME3180|---------------------------------------------------------------------|
 ME3180| PID    Reference Object                     Distance      Geod. Az  |
 ME3180|                                                           dddmmss.s |
 ME3180| ME3233 B 11                                APPROX. 0.7 KM 0972744.5 |
 ME3180| ME3179 AIRPORT BM K 17 COC                 APPROX. 0.6 KM 1734539.4 |
 ME3180| ME3270 O HARE CONTROL TWR BALL             APPROX. 2.1 KM 2494705.7 |
 ME3180| ME3169 O HARE CHICAGO INTL APT TANK        APPROX. 1.0 KM 3180610.7 |
 ME3180| ME3202 AIRPORT BM K 19 COC TPT              22.203 METERS 32817     |
 ME3180| ME3200 AIRPORT BM K 17 COC TPT              22.383 METERS 35346     |
 ME3180|---------------------------------------------------------------------|
 ME3180
 ME3180                          SUPERSEDED SURVEY CONTROL
 ME3180
 ME3180  NAD 83(1997)-  41 59 01.82711(N)    087 52 49.56911(W) AD(       ) 2
 ME3180  NAD 83(1997)-  41 59 01.82745(N)    087 52 49.58352(W) AD(       ) 2
 ME3180  NAD 83(1986)-  41 59 01.82917(N)    087 52 49.58311(W) AD(       ) 2
 ME3180  NAD 27      -  41 59 01.72162(N)    087 52 49.35105(W) AD(       ) 2
 ME3180  NGVD 29 (07/19/86)  195.38   (m)          641.0    (f) LEVELING    3  
 ME3180
 ME3180.Superseded values are not recommended for survey control.
 ME3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3180.See file dsdata.txt to determine how the superseded data were derived.
 ME3180
 ME3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2706648357(NAD 83)
 ME3180_MARKER: DD = SURVEY DISK
 ME3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3180_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3180+STABILITY: SURFACE MOTION
 ME3180
 ME3180  HISTORY     - Date     Condition        Report By
 ME3180  HISTORY     - 1977     MONUMENTED       IL1670
 ME3180  HISTORY     - 1983     GOOD             IL1670
 ME3180
 ME3180                          STATION DESCRIPTION
 ME3180
 ME3180'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3180'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 ME3180'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3180'
 ME3180'THE STATION MARK, A BRONZE DISK STAMPED---K 18---, IS SET IN
 ME3180'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 5 FEET DEEP
 ME3180'AND 12 INCHES IN DIAMETER. THE MONUMENT IS SURROUNDED BY A
 ME3180'TRIANGULAR STEEL GUARD RAIL.
 ME3180'
 ME3180'THE STATION IS LOCATED AT THE WEST SIDE OF MANHEIM ROAD, WEST
 ME3180'OF A WOODEN BRIDGE. IT IS 18.5 FEET SOUTH OF A CHISELED
 ME3180'X IN THE BOLT ON THE SOUTHWEST LEG OF A STROBE LIGHT TOWER,
 ME3180'8.97 FEET WEST OF A CHISELED X ON THE NORTH FACE OF AN IRON
 ME3180'FENCE POST AND 9.58 FEET NORTHWEST OF A NAIL ON THE CENTER OF
 ME3180'THE WEST END OF A WOODEN BRIDGE.
 ME3180
 ME3180                          STATION RECOVERY (1983)
 ME3180
 ME3180'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3180'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3180'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 ME3180'
 ME3180'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3190 ***********************************************************************
 ME3190  DESIGNATION -  AIRPORT BM K 21 COC
 ME3190  PID         -  ME3190
 ME3190  STATE/COUNTY-  IL/COOK
 ME3190  USGS QUAD   -  ELMHURST (1997)
 ME3190
 ME3190                         *CURRENT SURVEY CONTROL
 ME3190  ___________________________________________________________________
 ME3190* NAD 83(1997)-  41 59 59.94302(N)    087 53 41.65019(W)     ADJUSTED  
 ME3190* NAVD 88     -       196.56   (+/-2cm)     644.9    (feet)  VERTCON   
 ME3190  ___________________________________________________________________
 ME3190  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 ME3190  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME3190
 ME3190  HORZ ORDER  -  SECOND
 ME3190  VERT ORDER  -  THIRD ? (See Below)
 ME3190
 ME3190.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3190
 ME3190.The horizontal coordinates were established by classical geodetic methods
 ME3190.and adjusted by the National Geodetic Survey in October 1999..
 ME3190
 ME3190.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3190.The vertical order pertains to the NGVD 29 superseded value.
 ME3190
 ME3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3190
 ME3190.The geoid height was determined by GEOID03.
 ME3190
 ME3190;                    North         East     Units Scale Factor Converg.
 ME3190;SPC IL E     -   592,193.844   336,323.440   MT  0.99999123   +0 17 36.1
 ME3190;SPC IL E     - 1,942,889.30  1,103,421.15   sFT  0.99999123   +0 17 36.1
 ME3190;UTM  16      - 4,650,161.773   425,885.937   MT  0.99966759   -0 35 55.8
 ME3190
 ME3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3190!SPC IL E     -   0.99997445  x   0.99999123  =   0.99996568
 ME3190!UTM  16      -   0.99997445  x   0.99966759  =   0.99964204
 ME3190
 ME3190                          SUPERSEDED SURVEY CONTROL
 ME3190
 ME3190  NAD 83(1997)-  41 59 59.94310(N)    087 53 41.65078(W) AD(       ) 2
 ME3190  NAD 83(1997)-  41 59 59.94335(N)    087 53 41.66571(W) AD(       ) 2
 ME3190  NAD 83(1986)-  41 59 59.94498(N)    087 53 41.66520(W) AD(       ) 2
 ME3190  NAD 27      -  41 59 59.83873(N)    087 53 41.43010(W) AD(       ) 2
 ME3190  NGVD 29 (07/19/86)  196.66   (m)          645.2    (f) LEVELING    3  
 ME3190
 ME3190.Superseded values are not recommended for survey control.
 ME3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3190.See file dsdata.txt to determine how the superseded data were derived.
 ME3190
 ME3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2588650162(NAD 83)
 ME3190_MARKER: DD = SURVEY DISK
 ME3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3190_STAMPING: K21 E1 645.217
 ME3190_MARK LOGO: NGS   
 ME3190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME3190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3190
 ME3190  HISTORY     - Date     Condition        Report By
 ME3190  HISTORY     - 1977     MONUMENTED       IL1670
 ME3190  HISTORY     - 1983     GOOD             IL1670
 ME3190  HISTORY     - 19940615 GOOD             NGS
 ME3190
 ME3190                          STATION DESCRIPTION
 ME3190
 ME3190'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3190'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 ME3190'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3190'
 ME3190'THE STATION MARK, A BRONZE DISK STAMPED---K 21---, IS SET IN
 ME3190'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 5 FEET DEEP
 ME3190'AND 12 INCHES IN DIAMETER. THE MONUMENT IS SURROUNDED BY A
 ME3190'TRIANGULAR STEEL GUARD RAIL.
 ME3190'
 ME3190'THE STATION IS LOCATED APPROXIMATELY 100 FEET WEST OF THE GATE
 ME3190'AT JOHNSON ROAD, 19 FEET SOUTH OF THE SOUTH EDGE OF OLD HIGGINS
 ME3190'ROAD AND 5 FEET NORTH OF A FENCE LINE.
 ME3190
 ME3190                          STATION RECOVERY (1983)
 ME3190
 ME3190'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3190'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3190'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 ME3190'
 ME3190'DESCRIBED BY CITY OF CHICAGO.
 ME3190
 ME3190                          STATION RECOVERY (1994)
 ME3190
 ME3190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 ME3190'THE STATION IS LOCATED IN THE NE PART OF THE AIRPORT NEAR RWY END 22R
 ME3190'AND AT THE SOUTH EDGE OF AN ASPHALT SERVICE ROAD.  IT IS 259.1 FT
 ME3190'(79.0 M) NORTHWEST OF THE INTERSECTION OF THE ROAD CL AND THE
 ME3190'PROJECTED CL OF RWY 22R, 239.4 FT (73.0 M) WEST OF THE SUPPORT FOR THE
 ME3190'NORTHWESTERLY ONE OF THREE BANKS OF 1000 FT (304.8 M) APPROACH LIGHTS,
 ME3190'148.2 FT (45.2 M) SOUTHWEST OF A FENCE CORNER, AND 3.5 FT (1.1 M) SW
 ME3190'OF THE SW EDGE OF THE ROAD.  IT IS A PLAIN DISK STAMPED K21 E1 645.217
 ME3190'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE, THIS
 ME3190'ROAD HAS BEEN BUILT RECENTLY AND THE TRIANGULAR GUARDRAIL IN THE
 ME3190'ORIGINAL DESCRIPTION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0558 ***********************************************************************
 NG0558  DESIGNATION -  AIRPORT BM K 22 COC
 NG0558  PID         -  NG0558
 NG0558  STATE/COUNTY-  IL/COOK
 NG0558  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0558
 NG0558                         *CURRENT SURVEY CONTROL
 NG0558  ___________________________________________________________________
 NG0558* NAD 83(1997)-  42 00 07.07792(N)    087 54 26.20059(W)     ADJUSTED  
 NG0558* NAVD 88     -       197.97   (+/-2cm)     649.5    (feet)  VERTCON   
 NG0558  ___________________________________________________________________
 NG0558  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 NG0558  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NG0558
 NG0558  HORZ ORDER  -  SECOND
 NG0558  VERT ORDER  -  THIRD ? (See Below)
 NG0558
 NG0558.This mark is at Chicago O'hare Intl Airport (ORD)
 NG0558
 NG0558.The horizontal coordinates were established by classical geodetic methods
 NG0558.and adjusted by the National Geodetic Survey in October 1999..
 NG0558
 NG0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0558.The vertical order pertains to the NGVD 29 superseded value.
 NG0558
 NG0558.Photographs are available for this station.
 NG0558
 NG0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0558
 NG0558.The geoid height was determined by GEOID03.
 NG0558
 NG0558;                    North         East     Units Scale Factor Converg.
 NG0558;SPC IL E     -   592,408.802   335,297.079   MT  0.99999032   +0 17 06.4
 NG0558;SPC IL E     - 1,943,594.54  1,100,053.83   sFT  0.99999032   +0 17 06.4
 NG0558;UTM  16      - 4,650,392.612   424,863.378   MT  0.99966947   -0 36 25.7
 NG0558
 NG0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0558!SPC IL E     -   0.99997422  x   0.99999032  =   0.99996454
 NG0558!UTM  16      -   0.99997422  x   0.99966947  =   0.99964370
 NG0558
 NG0558:                Primary Azimuth Mark                     Grid Az
 NG0558:SPC IL E     -  O HARE CONTROL TWR BALL                  174 41 12.7
 NG0558:UTM  16      -  O HARE CONTROL TWR BALL                  175 34 44.8
 NG0558
 NG0558|---------------------------------------------------------------------|
 NG0558| PID    Reference Object                     Distance      Geod. Az  |
 NG0558|                                                           dddmmss.s |
 NG0558| ME3270 O HARE CONTROL TWR BALL             APPROX. 2.8 KM 1745819.1 |
 NG0558| ME3193 AIRPORT BM 68 COC                   490.342 METERS 1841605.6 |
 NG0558| NG0560 AIRPORT BM K 23 COC                 APPROX. 0.7 KM 2973614.1 |
 NG0558|---------------------------------------------------------------------|
 NG0558
 NG0558                          SUPERSEDED SURVEY CONTROL
 NG0558
 NG0558  NAD 83(1997)-  42 00 07.07800(N)    087 54 26.20117(W) AD(       ) 2
 NG0558  NAD 83(1997)-  42 00 07.07803(N)    087 54 26.21617(W) AD(       ) 2
 NG0558  NAD 83(1986)-  42 00 07.07970(N)    087 54 26.21565(W) AD(       ) 2
 NG0558  NAD 27      -  42 00 06.97411(N)    087 54 25.97886(W) AD(       ) 2
 NG0558  NGVD 29 (07/19/86)  198.07   (m)          649.8    (f) LEVELING    3  
 NG0558
 NG0558.Superseded values are not recommended for survey control.
 NG0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0558.See file dsdata.txt to determine how the superseded data were derived.
 NG0558
 NG0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2486350393(NAD 83)
 NG0558_MARKER: DD = SURVEY DISK
 NG0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0558+STABILITY: SURFACE MOTION
 NG0558
 NG0558  HISTORY     - Date     Condition        Report By
 NG0558  HISTORY     - 1977     MONUMENTED       IL1670
 NG0558  HISTORY     - 1983     GOOD             IL1670
 NG0558
 NG0558                          STATION DESCRIPTION
 NG0558
 NG0558'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 NG0558'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 NG0558'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 NG0558'
 NG0558'THE STATION MARK, A BRONZE DISK STAMPED---K 22---, IS SET IN
 NG0558'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 5 FEET DEEP
 NG0558'AND 12 INCHES IN DIAMETER. THE MONUMENT IS SURROUNDED BY A
 NG0558'TRIANGULAR STEEL GUARD RAIL.
 NG0558'
 NG0558'THE STATION IS LOCATED APPROXIMATELY 500 FEET NORTHEAST OF THE
 NG0558'INTERSECTION OF WOLF ROAD AND OLD HIGGINS ROAD IN AN OPEN FIELD
 NG0558'AND 54 FEET NORTH OF THE NORTH EDGE OF OLD HIGGINS ROAD.
 NG0558
 NG0558                          STATION RECOVERY (1983)
 NG0558
 NG0558'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 NG0558'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 NG0558'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 NG0558'
 NG0558'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0560 ***********************************************************************
 NG0560  DESIGNATION -  AIRPORT BM K 23 COC
 NG0560  PID         -  NG0560
 NG0560  STATE/COUNTY-  IL/COOK
 NG0560  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0560
 NG0560                         *CURRENT SURVEY CONTROL
 NG0560  ___________________________________________________________________
 NG0560* NAD 83(1997)-  42 00 17.14254(N)    087 54 52.01015(W)     ADJUSTED  
 NG0560* NAVD 88     -       196.88   (+/-2cm)     645.9    (feet)  VERTCON   
 NG0560  ___________________________________________________________________
 NG0560  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 NG0560  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NG0560
 NG0560  HORZ ORDER  -  SECOND
 NG0560  VERT ORDER  -  THIRD ? (See Below)
 NG0560
 NG0560.This mark is at Chicago O'hare Intl Airport (ORD)
 NG0560
 NG0560.The horizontal coordinates were established by classical geodetic methods
 NG0560.and adjusted by the National Geodetic Survey in October 1999..
 NG0560
 NG0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0560.The vertical order pertains to the NGVD 29 superseded value.
 NG0560
 NG0560.Photographs are available for this station.
 NG0560
 NG0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0560
 NG0560.The geoid height was determined by GEOID03.
 NG0560
 NG0560;                    North         East     Units Scale Factor Converg.
 NG0560;SPC IL E     -   592,716.395   334,701.608   MT  0.99998981   +0 16 49.1
 NG0560;SPC IL E     - 1,944,603.71  1,098,100.19   sFT  0.99998981   +0 16 49.1
 NG0560;UTM  16      - 4,650,709.339   424,272.957   MT  0.99967056   -0 36 43.1
 NG0560
 NG0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0560!SPC IL E     -   0.99997440  x   0.99998981  =   0.99996421
 NG0560!UTM  16      -   0.99997440  x   0.99967056  =   0.99964496
 NG0560
 NG0560:                Primary Azimuth Mark                     Grid Az
 NG0560:SPC IL E     -  O HARE CONTROL TWR BALL                  164 25 08.3
 NG0560:UTM  16      -  O HARE CONTROL TWR BALL                  165 18 40.5
 NG0560
 NG0560|---------------------------------------------------------------------|
 NG0560| PID    Reference Object                     Distance      Geod. Az  |
 NG0560|                                                           dddmmss.s |
 NG0560| ME3270 O HARE CONTROL TWR BALL             APPROX. 3.2 KM 1644157.4 |
 NG0560| NG0770 K 24                                APPROX. 0.8 KM 2901823.9 |
 NG0560|---------------------------------------------------------------------|
 NG0560
 NG0560                          SUPERSEDED SURVEY CONTROL
 NG0560
 NG0560  NAD 83(1997)-  42 00 17.14261(N)    087 54 52.01074(W) AD(       ) 2
 NG0560  NAD 83(1997)-  42 00 17.14253(N)    087 54 52.02582(W) AD(       ) 2
 NG0560  NAD 83(1986)-  42 00 17.14431(N)    087 54 52.02545(W) AD(       ) 2
 NG0560  NAD 27      -  42 00 17.03922(N)    087 54 51.78770(W) AD(       ) 2
 NG0560  NGVD 29 (07/19/86)  196.97   (m)          646.2    (f) LEVELING    3  
 NG0560
 NG0560.Superseded values are not recommended for survey control.
 NG0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0560.See file dsdata.txt to determine how the superseded data were derived.
 NG0560
 NG0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2427350709(NAD 83)
 NG0560_MARKER: DD = SURVEY DISK
 NG0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0560+STABILITY: SURFACE MOTION
 NG0560
 NG0560  HISTORY     - Date     Condition        Report By
 NG0560  HISTORY     - 1977     MONUMENTED       IL1670
 NG0560  HISTORY     - 1983     GOOD             IL1670
 NG0560
 NG0560                          STATION DESCRIPTION
 NG0560
 NG0560'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 NG0560'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 NG0560'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 NG0560'
 NG0560'THE STATION MARK, A BRONZE DISK STAMPED---K 23---, IS SET IN
 NG0560'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 5 FEET DEEP
 NG0560'AND 12 INCHES IN DIAMETER. THE MONUMENT IS SURROUNDED BY A
 NG0560'TRIANGULAR STEEL GUARD RAIL.
 NG0560'
 NG0560'THE STATION IS LOCATED IN AN OPEN FIELD APPROXIMATELY 50 FEET
 NG0560'SOUTH OF A DRAIN, 1400 FEET SOUTH OF TOUHY AVENUE AND 800 FEET
 NG0560'FROM THE NORTHEAST CORNER OF RUNWAY 14L.
 NG0560
 NG0560                          STATION RECOVERY (1983)
 NG0560
 NG0560'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 NG0560'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 NG0560'NO CHANGES FROM THE 19.77 DESCRIPTIVE TEXT.
 NG0560'
 NG0560'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3199 ***********************************************************************
 ME3199  DESIGNATION -  AIRPORT BM K 5 COC
 ME3199  PID         -  ME3199
 ME3199  STATE/COUNTY-  IL/DU PAGE
 ME3199  USGS QUAD   -  ELMHURST (1997)
 ME3199
 ME3199                         *CURRENT SURVEY CONTROL
 ME3199  ___________________________________________________________________
 ME3199* NAD 83(1997)-  41 57 55.98620(N)    087 55 29.21927(W)     ADJUSTED  
 ME3199* NAVD 88     -       201.64   (+/-2cm)     661.5    (feet)  VERTCON   
 ME3199  ___________________________________________________________________
 ME3199  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 ME3199  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3199
 ME3199  HORZ ORDER  -  SECOND
 ME3199  VERT ORDER  -  THIRD ? (See Below)
 ME3199
 ME3199.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3199
 ME3199.The horizontal coordinates were established by classical geodetic methods
 ME3199.and adjusted by the National Geodetic Survey in October 1999..
 ME3199
 ME3199.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3199.The vertical order pertains to the NGVD 29 superseded value.
 ME3199
 ME3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3199
 ME3199.The geoid height was determined by GEOID03.
 ME3199
 ME3199;                    North         East     Units Scale Factor Converg.
 ME3199;SPC IL E     -   588,357.172   333,866.130   MT  0.99998911   +0 16 23.5
 ME3199;SPC IL E     - 1,930,301.82  1,095,359.13   sFT  0.99998911   +0 16 23.5
 ME3199;UTM  16      - 4,646,365.032   423,370.009   MT  0.99967226   -0 37 06.3
 ME3199
 ME3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3199!SPC IL E     -   0.99997364  x   0.99998911  =   0.99996275
 ME3199!UTM  16      -   0.99997364  x   0.99967226  =   0.99964591
 ME3199
 ME3199:                Primary Azimuth Mark                     Grid Az
 ME3199:SPC IL E     -  AIRPORT BM K 6 COC                       103 49 44.5
 ME3199:UTM  16      -  AIRPORT BM K 6 COC                       104 43 14.3
 ME3199
 ME3199|---------------------------------------------------------------------|
 ME3199| PID    Reference Object                     Distance      Geod. Az  |
 ME3199|                                                           dddmmss.s |
 ME3199| ME3197 AIRPORT BM K 6 COC                  APPROX. 0.6 KM 1040608.0 |
 ME3199|---------------------------------------------------------------------|
 ME3199
 ME3199                          SUPERSEDED SURVEY CONTROL
 ME3199
 ME3199  NAD 83(1997)-  41 57 55.98627(N)    087 55 29.21981(W) AD(       ) 2
 ME3199  NAD 83(1997)-  41 57 55.98578(N)    087 55 29.23404(W) AD(       ) 2
 ME3199  NAD 83(1986)-  41 57 55.98726(N)    087 55 29.23363(W) AD(       ) 2
 ME3199  NAD 27      -  41 57 55.88166(N)    087 55 28.99785(W) AD(       ) 2
 ME3199  NGVD 29 (07/19/86)  201.73   (m)          661.8    (f) LEVELING    3  
 ME3199
 ME3199.Superseded values are not recommended for survey control.
 ME3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3199.See file dsdata.txt to determine how the superseded data were derived.
 ME3199
 ME3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2337046365(NAD 83)
 ME3199_MARKER: DD = SURVEY DISK
 ME3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3199_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3199+STABILITY: SURFACE MOTION
 ME3199
 ME3199  HISTORY     - Date     Condition        Report By
 ME3199  HISTORY     - 1977     MONUMENTED       IL1670
 ME3199  HISTORY     - 1983     GOOD             IL1670
 ME3199
 ME3199                          STATION DESCRIPTION
 ME3199
 ME3199'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3199'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 ME3199'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3199'
 ME3199'THE STATION MARK, A BRONZE DISK STAMPED---K 5---, IS SET IN THE
 ME3199'TOP OF A CYLINDRICAL MASS OF CONCRETE WHICH IS 5 FEET DEEP AND
 ME3199'12 INCHES IN DIAMETER. THE MONUMENT IS SURROUNDED BY A
 ME3199'TRIANGULAR STEEL GUARD RAIL.
 ME3199'
 ME3199'THE STATION IS LOCATED APPROXIMATELY 32 FEET NORTH OF A FENCE
 ME3199'LINE, 70 FEET NORTH OF THE CHICAGO AND NORTHWESTERN RAILROAD
 ME3199'TRACKS AND 300 FEET WEST OF A FENCE CORNER.
 ME3199
 ME3199                          STATION RECOVERY (1983)
 ME3199
 ME3199'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3199'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3199'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 ME3199'
 ME3199'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3197 ***********************************************************************
 ME3197  DESIGNATION -  AIRPORT BM K 6 COC
 ME3197  PID         -  ME3197
 ME3197  STATE/COUNTY-  IL/COOK
 ME3197  USGS QUAD   -  ELMHURST (1997)
 ME3197
 ME3197                         *CURRENT SURVEY CONTROL
 ME3197  ___________________________________________________________________
 ME3197* NAD 83(1997)-  41 57 51.44275(N)    087 55 04.99085(W)     ADJUSTED  
 ME3197* NAVD 88     -       202.64   (+/-2cm)     664.8    (feet)  VERTCON   
 ME3197  ___________________________________________________________________
 ME3197  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 ME3197  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3197
 ME3197  HORZ ORDER  -  SECOND
 ME3197  VERT ORDER  -  THIRD ? (See Below)
 ME3197
 ME3197.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3197
 ME3197.The horizontal coordinates were established by classical geodetic methods
 ME3197.and adjusted by the National Geodetic Survey in October 1999..
 ME3197
 ME3197.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3197.The vertical order pertains to the NGVD 29 superseded value.
 ME3197
 ME3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3197
 ME3197.The geoid height was determined by GEOID03.
 ME3197
 ME3197;                    North         East     Units Scale Factor Converg.
 ME3197;SPC IL E     -   588,219.676   334,424.693   MT  0.99998958   +0 16 39.7
 ME3197;SPC IL E     - 1,929,850.72  1,097,191.68   sFT  0.99998958   +0 16 39.7
 ME3197;UTM  16      - 4,646,218.907   423,926.188   MT  0.99967121   -0 36 50.0
 ME3197
 ME3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3197!SPC IL E     -   0.99997348  x   0.99998958  =   0.99996306
 ME3197!UTM  16      -   0.99997348  x   0.99967121  =   0.99964470
 ME3197
 ME3197:                Primary Azimuth Mark                     Grid Az
 ME3197:SPC IL E     -  AIRPORT BM K 7 COC                       144 12 08.1
 ME3197:UTM  16      -  AIRPORT BM K 7 COC                       145 05 37.8
 ME3197
 ME3197|---------------------------------------------------------------------|
 ME3197| PID    Reference Object                     Distance      Geod. Az  |
 ME3197|                                                           dddmmss.s |
 ME3197| ME3194 AIRPORT BM K 7 COC                  453.791 METERS 1442847.8 |
 ME3197|---------------------------------------------------------------------|
 ME3197
 ME3197                          SUPERSEDED SURVEY CONTROL
 ME3197
 ME3197  NAD 83(1997)-  41 57 51.44282(N)    087 55 04.99139(W) AD(       ) 2
 ME3197  NAD 83(1997)-  41 57 51.44242(N)    087 55 05.00558(W) AD(       ) 2
 ME3197  NAD 83(1986)-  41 57 51.44401(N)    087 55 05.00528(W) AD(       ) 2
 ME3197  NAD 27      -  41 57 51.33802(N)    087 55 04.77044(W) AD(       ) 2
 ME3197  NGVD 29 (07/19/86)  202.73   (m)          665.1    (f) LEVELING    3  
 ME3197
 ME3197.Superseded values are not recommended for survey control.
 ME3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3197.See file dsdata.txt to determine how the superseded data were derived.
 ME3197
 ME3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2392646219(NAD 83)
 ME3197_MARKER: DD = SURVEY DISK
 ME3197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3197_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3197+STABILITY: SURFACE MOTION
 ME3197
 ME3197  HISTORY     - Date     Condition        Report By
 ME3197  HISTORY     - 1977     MONUMENTED       IL1670
 ME3197  HISTORY     - 1983     GOOD             IL1670
 ME3197
 ME3197                          STATION DESCRIPTION
 ME3197
 ME3197'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3197'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY OF
 ME3197'CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3197'
 ME3197'THE STATION MARK, A BRONZE DISK STAMPED---K 6---, IS SET IN THE
 ME3197'TOP OF A CYLINDRICAL MASS OF CONCRETE WHICH IS 5 FEET DEEP AND
 ME3197'12 INCHES IN DIAMETER. THE MONUMENT IS SURROUNDED BY A
 ME3197'TRIANGULAR STEEL GUARD RAIL.
 ME3197'
 ME3197'THE STATION IS LOCATED IN AN OPEN FIELD APPROXIMATELY 2000 FEET
 ME3197'NORTH OF IRVING PARK ROAD, 600 FEET WEST OF A POWER LINE AND
 ME3197'800 FEET NORTHEAST OF THE CHICAGO AND NORTHWESTERN RAILROAD
 ME3197'TRACKS.
 ME3197
 ME3197                          STATION RECOVERY (1983)
 ME3197
 ME3197'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3197'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3197'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 ME3197'
 ME3197'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3194 ***********************************************************************
 ME3194  DESIGNATION -  AIRPORT BM K 7 COC
 ME3194  PID         -  ME3194
 ME3194  STATE/COUNTY-  IL/COOK
 ME3194  USGS QUAD   -  ELMHURST (1997)
 ME3194
 ME3194                         *CURRENT SURVEY CONTROL
 ME3194  ___________________________________________________________________
 ME3194* NAD 83(1997)-  41 57 39.47163(N)    087 54 53.54196(W)     ADJUSTED  
 ME3194* NAVD 88     -       202.18   (+/-2cm)     663.3    (feet)  VERTCON   
 ME3194  ___________________________________________________________________
 ME3194  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 ME3194  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME3194
 ME3194  HORZ ORDER  -  SECOND
 ME3194  VERT ORDER  -  THIRD ? (See Below)
 ME3194
 ME3194.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3194
 ME3194.The horizontal coordinates were established by classical geodetic methods
 ME3194.and adjusted by the National Geodetic Survey in October 1999..
 ME3194
 ME3194.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3194.The vertical order pertains to the NGVD 29 superseded value.
 ME3194
 ME3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3194
 ME3194.The geoid height was determined by GEOID03.
 ME3194
 ME3194;                    North         East     Units Scale Factor Converg.
 ME3194;SPC IL E     -   587,851.616   334,690.124   MT  0.99998980   +0 16 47.3
 ME3194;SPC IL E     - 1,928,643.18  1,098,062.52   sFT  0.99998980   +0 16 47.3
 ME3194;UTM  16      - 4,645,846.880   424,185.777   MT  0.99967073   -0 36 42.2
 ME3194
 ME3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3194!SPC IL E     -   0.99997355  x   0.99998980  =   0.99996335
 ME3194!UTM  16      -   0.99997355  x   0.99967073  =   0.99964429
 ME3194
 ME3194:                Primary Azimuth Mark                     Grid Az
 ME3194:SPC IL E     -  AIRPORT BM K 6 COC                       324 12 08.2
 ME3194:UTM  16      -  AIRPORT BM K 6 COC                       325 05 37.7
 ME3194
 ME3194|---------------------------------------------------------------------|
 ME3194| PID    Reference Object                     Distance      Geod. Az  |
 ME3194|                                                           dddmmss.s |
 ME3194| ME3197 AIRPORT BM K 6 COC                  453.791 METERS 3242855.5 |
 ME3194|---------------------------------------------------------------------|
 ME3194
 ME3194                          SUPERSEDED SURVEY CONTROL
 ME3194
 ME3194  NAD 83(1997)-  41 57 39.47171(N)    087 54 53.54250(W) AD(       ) 2
 ME3194  NAD 83(1997)-  41 57 39.47134(N)    087 54 53.55661(W) AD(       ) 2
 ME3194  NAD 83(1986)-  41 57 39.47284(N)    087 54 53.55626(W) AD(       ) 2
 ME3194  NAD 27      -  41 57 39.36650(N)    087 54 53.32204(W) AD(       ) 2
 ME3194  NGVD 29 (07/19/86)  202.27   (m)          663.6    (f) LEVELING    3  
 ME3194
 ME3194.Superseded values are not recommended for survey control.
 ME3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3194.See file dsdata.txt to determine how the superseded data were derived.
 ME3194
 ME3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2418645847(NAD 83)
 ME3194_MARKER: DD = SURVEY DISK
 ME3194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3194_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3194+STABILITY: SURFACE MOTION
 ME3194
 ME3194  HISTORY     - Date     Condition        Report By
 ME3194  HISTORY     - 1977     MONUMENTED       IL1670
 ME3194  HISTORY     - 1983     GOOD             IL1670
 ME3194
 ME3194                          STATION DESCRIPTION
 ME3194
 ME3194'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (CJO)
 ME3194'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE CITY
 ME3194'OF CHICAGO AT CHICAGO-OHARE INTERNATIONAL AIRPORT.
 ME3194'
 ME3194'THE STATION MARK, A BRONZE DISK STAMPED---K 7---,IS SET IN THE
 ME3194'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 5 FEET DEEP AND
 ME3194'12 INCHES IN DIAMETER. THE MONUMENT IS SURROUNDED BY A
 ME3194'TRIANGULAR STEEL GUARD RAIL.
 ME3194'
 ME3194'THE STATION IS LOCATED APPROXIMATELY 200 FEET EAST OF A DOUBLE
 ME3194'POWER LINE AND 1000 FEET NORTH OF IRVING PARK ROAD.
 ME3194
 ME3194                          STATION RECOVERY (1983)
 ME3194
 ME3194'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3194'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3194'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 ME3194'
 ME3194'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1589 ***********************************************************************
 HB1589  DESIGNATION -  AIRPORT BN HARRISB RALEIGH APT
 HB1589  PID         -  HB1589
 HB1589  STATE/COUNTY-  IL/SALINE
 HB1589  USGS QUAD   -  GALATIA (1976)
 HB1589
 HB1589                         *CURRENT SURVEY CONTROL
 HB1589  ___________________________________________________________________
 HB1589* NAD 83(1997)-  37 48 41.93986(N)    088 32 48.19182(W)     ADJUSTED  
 HB1589* NAVD 88     -                                                        
 HB1589  ___________________________________________________________________
 HB1589  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HB1589  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HB1589
 HB1589  HORZ ORDER  -  THIRD
 HB1589
 HB1589.This mark is at Harrisburg-Raleigh Airport (HSB)
 HB1589
 HB1589.The horizontal coordinates were established by classical geodetic methods
 HB1589.and adjusted by the National Geodetic Survey in October 1999..
 HB1589
 HB1589
 HB1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1589
 HB1589.The geoid height was determined by GEOID03.
 HB1589
 HB1589;                    North         East     Units Scale Factor Converg.
 HB1589;SPC IL E     -   127,090.970   281,210.353   MT  0.99997935   -0 07 51.0
 HB1589;SPC IL E     -   416,964.29    922,604.30   sFT  0.99997935   -0 07 51.0
 HB1589;UTM  16      - 4,186,044.311   363,851.388   MT  0.99982831   -0 56 54.2
 HB1589
 HB1589                          SUPERSEDED SURVEY CONTROL
 HB1589
 HB1589  NAD 83(1997)-  37 48 41.94615(N)    088 32 48.19160(W) AD(       ) 4
 HB1589  NAD 83(1986)-  37 48 41.95147(N)    088 32 48.19410(W) AD(       ) 4
 HB1589  NAD 27      -  37 48 41.77933(N)    088 32 48.00756(W) AD(       ) 3
 HB1589
 HB1589.Superseded values are not recommended for survey control.
 HB1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1589.See file dsdata.txt to determine how the superseded data were derived.
 HB1589
 HB1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6385186044(NAD 83)
 HB1589_MARKER: 21 = AIRPORT BEACON
 HB1589
 HB1589  HISTORY     - Date     Condition        Report By
 HB1589  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1589  HISTORY     - 1960     GOOD             CGS
 HB1589
 HB1589                          STATION DESCRIPTION
 HB1589
 HB1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1589'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF HARRISBURG, ABOUT 3
 HB1589'MILES SOUTHEAST OF RALEIGH AND ON THE HARRISBURG- RALEIGH
 HB1589'AIRPORT.  IT IS 61 FEET NORTHEAST OF THE EAST CORNER OF A HANGAR
 HB1589'WHICH HOUSES THE OFFICE AND 60 FEET NORTHWEST OF THE CENTER OF A
 HB1589'TAXI STRIP.  THE STATION IS THE BEACON.  IT IS 55 FEET HIGH,
 HB1589'SUPPORTED BY A SKELETON TYPE STEEL TOWER.  IT IS A SINGLE WHITE
 HB1589'LIGHT REVOLVING AT 12 REVOLUTIONS PER MINUTE.
 HB1589
 HB1589                          STATION RECOVERY (1960)
 HB1589
 HB1589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1589'THE STATION, RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 HB1589'1957.  THE 1957 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2662 ***********************************************************************
 ME2662  DESIGNATION -  AIRPORT BN MEIGS FIELD CHICAGO
 ME2662  PID         -  ME2662
 ME2662  STATE/COUNTY-  IL/COOK
 ME2662  USGS QUAD   -  JACKSON PARK (1993)
 ME2662
 ME2662                         *CURRENT SURVEY CONTROL
 ME2662  ___________________________________________________________________
 ME2662* NAD 83(1997)-  41 51 33.72925(N)    087 36 36.20964(W)     ADJUSTED  
 ME2662* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 ME2662  ___________________________________________________________________
 ME2662  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 ME2662  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2662
 ME2662  HORZ ORDER  -  THIRD
 ME2662
 ME2662.This mark is at Merrill C Meigs Airport (CGX)
 ME2662
 ME2662.The horizontal coordinates were established by classical geodetic methods
 ME2662.and adjusted by the National Geodetic Survey in October 1999..
 ME2662
 ME2662.The orthometric height was scaled from a topographic map.
 ME2662
 ME2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2662
 ME2662.The geoid height was determined by GEOID03.
 ME2662
 ME2662;                    North         East     Units Scale Factor Converg.
 ME2662;SPC IL E     -   576,735.819   360,054.329   MT  1.00001936   +0 28 57.6
 ME2662;SPC IL E     - 1,892,174.10  1,181,278.24   sFT  1.00001936   +0 28 57.6
 ME2662;UTM  16      - 4,634,342.231   449,365.231   MT  0.99963155   -0 24 25.6
 ME2662
 ME2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2662!SPC IL E     -   0.99997720  x   1.00001936  =   0.99999656
 ME2662!UTM  16      -   0.99997720  x   0.99963155  =   0.99960876
 ME2662
 ME2662                          SUPERSEDED SURVEY CONTROL
 ME2662
 ME2662  NAD 83(1997)-  41 51 33.72946(N)    087 36 36.21003(W) AD(       ) 4
 ME2662  NAD 83(1997)-  41 51 33.73396(N)    087 36 36.22144(W) AD(       ) 4
 ME2662  NAD 83(1986)-  41 51 33.73427(N)    087 36 36.22047(W) AD(       ) 4
 ME2662  NAD 83(1986)-  41 51 33.74324(N)    087 36 36.21666(W) AD(       ) 4
 ME2662  NAD 27      -  41 51 33.61400(N)    087 36 36.03700(W) AD(       ) 3
 ME2662
 ME2662.Superseded values are not recommended for survey control.
 ME2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2662.See file dsdata.txt to determine how the superseded data were derived.
 ME2662
 ME2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4936534342(NAD 83)
 ME2662_MARKER: 21 = AIRPORT BEACON
 ME2662
 ME2662  HISTORY     - Date     Condition        Report By
 ME2662  HISTORY     - 1959     FIRST OBSERVED   CGS
 ME2662  HISTORY     - 1960     GOOD             CGS
 ME2662  HISTORY     - 1965     GOOD             CGS
 ME2662  HISTORY     - 1978     GOOD             NGS
 ME2662  HISTORY     - 19931115 GOOD             NGS
 ME2662  HISTORY     - 19941013 GOOD             USPSQD
 ME2662
 ME2662                          STATION DESCRIPTION
 ME2662
 ME2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RLS)
 ME2662'AT MERRILL C. MEIGS FIELD, CITY OF CHICAGO.  THE BEACON IS A ROTATING
 ME2662'GREEN AND CLEAR
 ME2662'LIGHT MOUNTED ON TOP OF THE CONTROL TOWER.
 ME2662
 ME2662                          STATION RECOVERY (1960)
 ME2662
 ME2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 ME2662'STATION RECOVERED AS DESCRIBED.
 ME2662
 ME2662                          STATION RECOVERY (1965)
 ME2662
 ME2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 ME2662'RECOVERED AS DESCRIBED AND WAS
 ME2662'FOUND TO BE IN
 ME2662'GOOD CONDITION.
 ME2662
 ME2662                          STATION RECOVERY (1978)
 ME2662
 ME2662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 ME2662'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 ME2662'
 ME2662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MEIGS AIRPORT.
 ME2662
 ME2662                          STATION RECOVERY (1993)
 ME2662
 ME2662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 ME2662'THE STATION IS LOCATED AT MERRILL C MEIGS FIELD, CHICAGO, ILL.  THE
 ME2662'BEACON IS A ROTATING GREEN AND WHITE LIGHT MOUNTED ON TOP OF THE
 ME2662'CONTROL TOWER.  THE SUPPORTING SHAFT WAS THE POINT INTERSECTED.  NOTE
 ME2662'ABOVE POSITION ADJUSTED AND PUBLISHED BY GEODESY.
 ME2662
 ME2662                          STATION RECOVERY (1994)
 ME2662
 ME2662'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1615 ***********************************************************************
 ME1615  DESIGNATION -  AIRPORT REF POINT
 ME1615  PID         -  ME1615
 ME1615  STATE/COUNTY-  IL/COOK
 ME1615  USGS QUAD   -  JACKSON PARK (1993)
 ME1615
 ME1615                         *CURRENT SURVEY CONTROL
 ME1615  ___________________________________________________________________
 ME1615* NAD 83(1986)-  41 51 33.     (N)    087 36 35.     (W)     SCALED    
 ME1615* NAVD 88     -       179.081  (meters)     587.53   (feet)  ADJUSTED  
 ME1615  ___________________________________________________________________
 ME1615  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME1615  DYNAMIC HT  -         179.020 (meters)     587.33  (feet)  COMP
 ME1615  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 ME1615
 ME1615  VERT ORDER  -  SECOND    CLASS 0
 ME1615
 ME1615.This mark is at Merrill C Meigs Airport (CGX)
 ME1615
 ME1615.The horizontal coordinates were scaled from a topographic map and have
 ME1615.an estimated accuracy of +/- 6 seconds.
 ME1615
 ME1615.The orthometric height was determined by differential leveling
 ME1615.and adjusted by the National Geodetic Survey in June 1991..
 ME1615
 ME1615.The geoid height was determined by GEOID03.
 ME1615
 ME1615.The dynamic height is computed by dividing the NAVD 88
 ME1615.geopotential number by the normal gravity value computed on the
 ME1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1615.degrees latitude (g = 980.6199 gals.).
 ME1615
 ME1615.The modeled gravity was interpolated from observed gravity values.
 ME1615
 ME1615;                    North         East    Units  Estimated Accuracy
 ME1615;SPC IL E     -   576,710.      360,080.      MT  (+/- 180 meters Scaled)
 ME1615
 ME1615                          SUPERSEDED SURVEY CONTROL
 ME1615
 ME1615  NGVD 29 (??/??/92)  179.17   (m)          587.8    (f) COMPUTED    2 0
 ME1615
 ME1615.Superseded values are not recommended for survey control.
 ME1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1615.See file dsdata.txt to determine how the superseded data were derived.
 ME1615
 ME1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM493343(NAD 83)
 ME1615_MARKER: DB = BENCH MARK DISK
 ME1615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1615_SP_SET: ASPHALT PAVING
 ME1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1615
 ME1615  HISTORY     - Date     Condition        Report By
 ME1615  HISTORY     - UNK      MONUMENTED       CGS
 ME1615  HISTORY     - 1959     GOOD             NGS
 ME1615  HISTORY     - 1973     POOR             NGS
 ME1615  HISTORY     - 1989     GOOD             USPSQD
 ME1615  HISTORY     - 1989     GOOD             USPSQD
 ME1615
 ME1615                          STATION DESCRIPTION
 ME1615
 ME1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ME1615'AT CHICAGO.
 ME1615'AT CHICAGO, MERRILL C. MEIGS FIELD.  THE AIRPORT REFERENCE
 ME1615'POINT IS A BRONZE DISK ABOUT 3 INCHES IN DIAMETER AND IS ENGRAVED,
 ME1615'MERRILL C. MEIGS FIELD, CITY OF CHICAGO, AIRPORT REFERENCE POINT.
 ME1615'THE DISK IS SET IN A 10 INCH DIAMETER CONCRETE MONUMENT SET
 ME1615'FLUSH WITH THE TOP OF THE ASPHALT PAVING OF THE TAXIWAY JUST
 ME1615'EAST OF THE CONTROL TOWER AND LEADING TO THE RUNWAY.  THE MONUMENT
 ME1615'IS IN THE NORTH EDGE OF THE CONNECTING TAXIWAY.
 ME1615
 ME1615                          STATION RECOVERY (1973)
 ME1615
 ME1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1615'MARK RECOVERED IN POOR CONDITION.
 ME1615
 ME1615                          STATION RECOVERY (1989)
 ME1615
 ME1615'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1615'RECOVERED IN GOOD CONDITION.
 ME1615
 ME1615                          STATION RECOVERY (1989)
 ME1615
 ME1615'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1502 ***********************************************************************
 MF1502  DESIGNATION -  AIRWAY BN 35 NE OF SHERIDAN
 MF1502  PID         -  MF1502
 MF1502  STATE/COUNTY-  IL/LA SALLE
 MF1502  USGS QUAD   -  SHERIDAN (1978)
 MF1502
 MF1502                         *CURRENT SURVEY CONTROL
 MF1502  ___________________________________________________________________
 MF1502* NAD 83(1997)-  41 31 45.84746(N)    088 39 57.93173(W)     ADJUSTED  
 MF1502* NAVD 88     -                                                        
 MF1502  ___________________________________________________________________
 MF1502  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 MF1502  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MF1502
 MF1502  HORZ ORDER  -  THIRD
 MF1502
 MF1502.The horizontal coordinates were established by classical geodetic methods
 MF1502.and adjusted by the National Geodetic Survey in October 1999..
 MF1502
 MF1502
 MF1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1502
 MF1502.The geoid height was determined by GEOID03.
 MF1502
 MF1502;                    North         East     Units Scale Factor Converg.
 MF1502;SPC IL E     -   539,888.674   272,229.159   MT  0.99998449   -0 13 14.2
 MF1502;SPC IL E     - 1,771,284.76    893,138.50   sFT  0.99998449   -0 13 14.2
 MF1502;UTM  16      - 4,598,868.504   361,003.841   MT  0.99983776   -1 06 17.3
 MF1502
 MF1502                          SUPERSEDED SURVEY CONTROL
 MF1502
 MF1502  NAD 83(1986)-  41 31 45.85202(N)    088 39 57.94057(W) AD(       ) 4
 MF1502  NAD 27      -  41 31 45.74100(N)    088 39 57.67900(W) AD(       ) 3
 MF1502
 MF1502.Superseded values are not recommended for survey control.
 MF1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1502.See file dsdata.txt to determine how the superseded data were derived.
 MF1502
 MF1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6100498869(NAD 83)
 MF1502_MARKER: 22 = AIRWAY BEACON
 MF1502
 MF1502  HISTORY     - Date     Condition        Report By
 MF1502  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1502  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF1502  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 MF1502
 MF1502                          STATION DESCRIPTION
 MF1502
 MF1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1502'STATION IS THE CENTER OF THE ROTATING WHITE LIGHT ATOP THE
 MF1502'AIRWAY BEACON, LOCATED ABOUT 1/2 MILE NORTHEAST OF SHERIDAN ON
 MF1502'THE NORTH SIDE OF A GRAVEL ROAD.  IT IS A STANDARD TYPE BEACON,
 MF1502'ATOP A FOUR LEGGED STEEL STRUCTURE, ABOUT 55 FEET HIGH.  THE
 MF1502'TOP SECTION OF THE BEACON IS PAINTED ORANGE.  THE BEACON HAS
 MF1502'FIXED RED COURSE LIGHTS FLASHING THE LETTER R IN INTERNATIONAL
 MF1502'MORSE CODE.
 MF1502'
 MF1502'TO REACH THE STATION FROM SHERIDAN, GO NORTHEAST ON BLACK TOP
 MF1502'AND GRAVEL ROAD FOR 0.7 MILE TO THE STATION ON LEFT, NORTH
 MF1502'SIDE OF ROAD.
 MF1502
 MF1502                          STATION RECOVERY (1997)
 MF1502
 MF1502'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1502'MARK NOT FOUND.
 MF1502
 MF1502                          STATION RECOVERY (2002)
 MF1502
 MF1502'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1628 ***********************************************************************
 HB1628  CBN         -  This is a Cooperative Base Network Control Station.
 HB1628  DESIGNATION -  AKIN
 HB1628  PID         -  HB1628
 HB1628  STATE/COUNTY-  IL/FRANKLIN
 HB1628  USGS QUAD   -  THOMPSONVILLE (1976)
 HB1628
 HB1628                         *CURRENT SURVEY CONTROL
 HB1628  ___________________________________________________________________
 HB1628* NAD 83(1997)-  37 59 10.01603(N)    088 46 53.82801(W)     ADJUSTED  
 HB1628* NAVD 88     -       159.1    (meters)     522.     (feet)  GPS OBS   
 HB1628  ___________________________________________________________________
 HB1628  X           -     107,027.686 (meters)                     COMP
 HB1628  Y           -  -5,032,341.962 (meters)                     COMP
 HB1628  Z           -   3,904,309.069 (meters)                     COMP
 HB1628  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HB1628  ELLIP HEIGHT-         129.39  (meters)          (09/15/03) GPS OBS
 HB1628  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HB1628
 HB1628  HORZ ORDER  -  A
 HB1628  ELLP ORDER  -  FOURTH    CLASS I
 HB1628
 HB1628.The horizontal coordinates were established by GPS observations
 HB1628.and adjusted by the National Geodetic Survey in September 2003..
 HB1628
 HB1628.The orthometric height was determined by GPS observations and a
 HB1628.high-resolution geoid model.
 HB1628
 HB1628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1628
 HB1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1628
 HB1628.The ellipsoidal height was determined by GPS observations
 HB1628.and is referenced to NAD 83.
 HB1628
 HB1628.The geoid height was determined by GEOID03.
 HB1628
 HB1628;                    North         East     Units Scale Factor Converg.
 HB1628;SPC IL E     -   146,528.588   260,619.440   MT  0.99999409   -0 16 33.3
 HB1628;SPC IL E     -   480,735.88    855,048.95   sFT  0.99999409   -0 16 33.3
 HB1628;UTM  16      - 4,205,771.935   343,542.961   MT  0.99990149   -1 05 48.3
 HB1628
 HB1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1628!SPC IL E     -   0.99997970  x   0.99999409  =   0.99997379
 HB1628!UTM  16      -   0.99997970  x   0.99990149  =   0.99988119
 HB1628
 HB1628|---------------------------------------------------------------------|
 HB1628| PID    Reference Object                     Distance      Geod. Az  |
 HB1628|                                                           dddmmss.s |
 HB1628| CI2872 AKIN RM 2                            20.504 METERS 16819     |
 HB1628| HB1634 BENTON MUNICIPAL TANK               APPROX.12.2 KM 2762516.1 |
 HB1628| CI2870 AKIN AZ MK                                         2845234.0 |
 HB1628| CI2871 AKIN RM 1                            23.680 METERS 35405     |
 HB1628|---------------------------------------------------------------------|
 HB1628
 HB1628                          SUPERSEDED SURVEY CONTROL
 HB1628
 HB1628  NAD 83(1997)-  37 59 10.01567(N)    088 46 53.82718(W) AD(       ) 1
 HB1628  NAD 83(1997)-  37 59 10.02489(N)    088 46 53.82691(W) AD(       ) 1
 HB1628  NAD 83(1986)-  37 59 10.02800(N)    088 46 53.82859(W) AD(       ) 1
 HB1628  NAD 27      -  37 59 09.85240(N)    088 46 53.60535(W) AD(       ) 1
 HB1628
 HB1628.Superseded values are not recommended for survey control.
 HB1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1628.See file dsdata.txt to determine how the superseded data were derived.
 HB1628
 HB1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4354305772(NAD 83)
 HB1628_MARKER: DS = TRIANGULATION STATION DISK
 HB1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1628+STABILITY: SURFACE MOTION
 HB1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1628+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2005
 HB1628
 HB1628  HISTORY     - Date     Condition        Report By
 HB1628  HISTORY     - 1960     MONUMENTED       CGS
 HB1628  HISTORY     - 1961     GOOD             CGS
 HB1628  HISTORY     - 20020805 GOOD             MGSINC
 HB1628  HISTORY     - 20050316 GOOD             APISUR
 HB1628
 HB1628                          STATION DESCRIPTION
 HB1628
 HB1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1628'THE STATION IS ABOUT 7-3/4 MILES EAST AND 3/4 MILES SOUTH OF BENTON,
 HB1628'ABOUT 2 MILES WEST OF AKIN, NEAR THE EAST SIDE OF SEC. 20,
 HB1628'T. 6 S., R. 4 E., AND ON THE PROPERTY OF MR. BUEL BUNTIN. IT IS 156.6
 HB1628'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN, 112.4
 HB1628'FEET WEST OF THE NORTHWEST CORNER OF A BARN, 77 FEET SOUTH OF A FENCE
 HB1628'CORNER AND 14 FEET WEST OF A WIRE FENCE AND A WITNESS POST. THE
 HB1628'MONUMENT IS 2 INCHES BELOW THE GROUND SURFACE AND THE DISK
 HB1628'STAMPED AKIN 1960.
 HB1628'
 HB1628'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 HB1628'BENTON, GO SOUTHEAST ON STATE HIGHWAY 34 FOR 3.6 MILES TO A
 HB1628'SIDE ROAD LEFT. TURN LEFT AND GO NORTHEAST AND EAST ON AKIN ROAD FOR
 HB1628'2.35 MILES TO A RAILROAD CROSSING. CONTINUE EAST ON THE
 HB1628'PAVED ROAD FOR 1.35 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 HB1628'NORTHEAST ANGLE OF THE CROSSROAD. CONTINUE EAST ON THE
 HB1628'PAVED ROAD FOR 0.45 MILE TO A DRIVEWAY RIGHT. TURN RIGHT AND FOLLOW
 HB1628'THE DRIVEWAY SOUTHERLY FOR 0.1 MILE TO A BOARD GATE AT THE
 HB1628'NORTHWEST CORNER OF A BARN. PASS THROUGH THE GATE, TURN LEFT
 HB1628'AND FOLLOW ALONG THE WEST SIDE OF THE FENCE FOR ABOUT 200 FEET TO THE
 HB1628'STATION AS DESCRIBED.
 HB1628'
 HB1628'REFERENCE MARK 1 IS 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HB1628'BARN AND 1 FOOT WEST OF A FENCE CORNER.  THE MONUMENT
 HB1628'PROJECTS 4 INCHES AND THE DISK IS STAMPED AKIN NO 1 1960.
 HB1628'
 HB1628'REFERENCE MARK 2 IS 22 FEET SOUTH OF A T-FENCE CORNER AND 1 FOOT WEST
 HB1628'OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 HB1628'STAMPED AKIN NO 2 1960.
 HB1628'
 HB1628'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 HB1628'32 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 12 FEET
 HB1628'EAST OF A POWER POLE, 2 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH
 HB1628'OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS
 HB1628'STAMPED AKIN 1960.
 HB1628'
 HB1628'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1628
 HB1628                          STATION RECOVERY (1961)
 HB1628
 HB1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1628'THE STATION REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE RECOVERED
 HB1628'AND FOUND IN GOOD CONDITION. THE DISTANCES AND DIRECTIONS
 HB1628'TO ALL MARKS CHECKED.
 HB1628'
 HB1628'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 HB1628'
 HB1628'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1628'
 HB1628'NO MEASUREMENT BETWEEN RMS SET NEAR 180 DEGREES.
 HB1628
 HB1628                          STATION RECOVERY (2002)
 HB1628
 HB1628'RECOVERY NOTE BY MINISTER AND GLAESER 2002 (BE)
 HB1628'RECOVERED AS DESCRIBED
 HB1628' 
 HB1628'
 HB1628
 HB1628                          STATION RECOVERY (2005)
 HB1628
 HB1628'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (NRB)
 HB1628'WOODEN GATE NO LONGER EXISTS, FENCES AND BARN TO THE EAST AND WEST ARE
 HB1628'NO LONGER STANDING.  BARN TO THE NORTHEAST IS STILL IN PLACE.  MARK IS
 HB1628'APPROXIMATELY 20 METERS NORTH OF SEVERAL OIL STORAGE TANKS.  THE
 HB1628'ORIGINAL 1960 DESCRIPTION PLACES THE MARK ON THE PROPERTY OF MR. BUEL
 HB1628'BUNTIN.  THE PROPERTY IS STILL IN THE BUNTIN FAMILY AND IS OWNED BY
 HB1628'ONE OR MORE OF HIS SONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1376 ***********************************************************************
 KB1376  DESIGNATION -  ALBERS
 KB1376  PID         -  KB1376
 KB1376  STATE/COUNTY-  IL/CHRISTIAN
 KB1376  USGS QUAD   -  STONINGTON (1982)
 KB1376
 KB1376                         *CURRENT SURVEY CONTROL
 KB1376  ___________________________________________________________________
 KB1376* NAD 83(1997)-  39 43 41.47986(N)    089 10 30.37298(W)     ADJUSTED  
 KB1376* NAVD 88     -       189.7    (meters)     622.     (feet)  VERTCON   
 KB1376  ___________________________________________________________________
 KB1376  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 KB1376  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KB1376
 KB1376  HORZ ORDER  -  SECOND
 KB1376
 KB1376.The horizontal coordinates were established by classical geodetic methods
 KB1376.and adjusted by the National Geodetic Survey in October 1999..
 KB1376
 KB1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1376
 KB1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1376
 KB1376.The geoid height was determined by GEOID03.
 KB1376
 KB1376;                    North         East     Units Scale Factor Converg.
 KB1376;SPC IL W     -   340,279.975   785,003.952   MT  1.00003010   +0 38 01.7
 KB1376;SPC IL W     - 1,116,401.88  2,575,467.13   sFT  1.00003010   +0 38 01.7
 KB1376;SPC IL E     -   340,160.157   227,835.114   MT  1.00003909   -0 32 16.9
 KB1376;SPC IL E     - 1,116,008.78    747,489.04   sFT  1.00003909   -0 32 16.9
 KB1376;UTM  16      - 4,399,851.630   313,591.453   MT  1.00002781   -1 23 26.2
 KB1376
 KB1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1376!SPC IL W     -   0.99997532  x   1.00003010  =   1.00000542
 KB1376!SPC IL E     -   0.99997532  x   1.00003909  =   1.00001441
 KB1376!UTM  16      -   0.99997532  x   1.00002781  =   1.00000313
 KB1376
 KB1376:                Primary Azimuth Mark                     Grid Az
 KB1376:SPC IL W     -  ALBERS AZ MK 1976                        088 53 11.7
 KB1376:SPC IL E     -  ALBERS AZ MK 1976                        090 03 30.3
 KB1376:UTM  16      -  ALBERS AZ MK 1976                        090 54 39.6
 KB1376
 KB1376|---------------------------------------------------------------------|
 KB1376| PID    Reference Object                     Distance      Geod. Az  |
 KB1376|                                                           dddmmss.s |
 KB1376| KB1377 ALBERS AZ MK 1976                   APPROX. 1.1 KM 0893113.4 |
 KB1376| CI6617 ALBERS RM 1                          38.874 METERS 09006     |
 KB1376| KB1375 ALBERS A PT 1976                      8.431 METERS 16958     |
 KB1376| CI6618 ALBERS RM 2                          41.093 METERS 18328     |
 KB1376|---------------------------------------------------------------------|
 KB1376
 KB1376                          SUPERSEDED SURVEY CONTROL
 KB1376
 KB1376  NAD 83(1986)-  39 43 41.48877(N)    089 10 30.35717(W) AD(       ) 2
 KB1376  NAD 27      -  39 43 41.34235(N)    089 10 30.06613(W) AD(       ) 2
 KB1376  NGVD 29 (07/19/86)  189.8    (m)          623.     (f) VERT ANG       
 KB1376
 KB1376.Superseded values are not recommended for survey control.
 KB1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1376.See file dsdata.txt to determine how the superseded data were derived.
 KB1376
 KB1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1359199852(NAD 83)
 KB1376_MARKER: DS = TRIANGULATION STATION DISK
 KB1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1376_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1376
 KB1376  HISTORY     - Date     Condition        Report By
 KB1376  HISTORY     - 1976     MONUMENTED       NGS
 KB1376
 KB1376                          STATION DESCRIPTION
 KB1376
 KB1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1376'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MT AUBURN,
 KB1376'3-1/2 MILES NORTHWEST OF BLUE MOUND, IN THE SOUTHWEST 1/4
 KB1376'SECTION 23, T 15 N, R 1 W, AND ON LAND OWNED BY MR. GEORGE
 KB1376'ALBERS, RURAL ROUTE 2, BLUE MOUND, ILLINIOS, 62513,
 KB1376'TELEPHONE NUMBER 692-2672.
 KB1376'
 KB1376'TO REACH THE STATION FROM THE POST OFFICE IN BLUE MOUND, GO
 KB1376'NORTH-EAST ON STATE HIGHWAY 48 FOR 0.3 MILE TO A CROSSROAD.  TURN
 KB1376'LEFT AND GO NORTH ON A PAVED ROAD FOR 1.9 MILES TO A
 KB1376'CROSSROAD.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 2.9 MILES
 KB1376'TO THE STATION AND MR, GEORGE ALBERS HOUSE ON THE RIGHT.
 KB1376'
 KB1376'STATION MARKS ARE STANDARD DISK STAMPED ALBERS 1975.  THE
 KB1376'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1376'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 42
 KB1376'FEET SOUTHWEST OF THE SOUTH-WEST CORNER OF MR. ALBERS HOUSE,
 KB1376'20 FEET NORTH OF THE CENTER OF THE PAVED ROAD AND 4 FEET
 KB1376'SOUTHEAST OF POWERLINE POLE NUMBER 38067.  THE UNDERGROUND
 KB1376'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 KB1376'42 INCHES BELOW THE GROUND SURFACE.
 KB1376'
 KB1376'REFERENCE MARK 1, A STANDARD DISK STAMPED ALBERS NO 1 1975,
 KB1376'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1376'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 20.5 FEET
 KB1376'SOUTH OF THE CENTER OF THE PAVED ROAD, 17 FEET EAST OF THE
 KB1376'CENTER OF A GRAVELED DRIVEWAY AND 3 FEET SOUTHWEST OF A
 KB1376'FENCE CORNER.
 KB1376'
 KB1376'REFERENCE MARK 2, A STANDARD DISK STAMPED ALBERS NO 2 1975,
 KB1376'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1376'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET SOUTH
 KB1376'OF THE CENTER OF THE PAVED ROAD, 1.5 FEET EAST OF A 10-INCH
 KB1376'ROUND POST AND 1 FOOT NORTH OF THE EDGE OF A FIELD.
 KB1376'
 KB1376'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ALBERS
 KB1376'AZ 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1376'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET
 KB1376'NORTH OF THE CENTER OF THE PAVED ROAD AND 7 FEET SOUTH-SOUTHEAST
 KB1376'OF A METAL WITNESS POST.
 KB1376'
 KB1376'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 KB1376'PAVED ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT.
 KB1376'
 KB1376'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1377 ***********************************************************************
 KB1377  DESIGNATION -  ALBERS AZ MK 1976
 KB1377  PID         -  KB1377
 KB1377  STATE/COUNTY-  IL/CHRISTIAN
 KB1377  USGS QUAD   -  STONINGTON (1982)
 KB1377
 KB1377                         *CURRENT SURVEY CONTROL
 KB1377  ___________________________________________________________________
 KB1377* NAD 83(1997)-  39 43 41.76919(N)    089 09 45.23265(W)     ADJUSTED  
 KB1377* NAVD 88     -       189.1    (meters)     620.     (feet)  VERTCON   
 KB1377  ___________________________________________________________________
 KB1377  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 KB1377  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KB1377
 KB1377  HORZ ORDER  -  SECOND
 KB1377
 KB1377.The horizontal coordinates were established by classical geodetic methods
 KB1377.and adjusted by the National Geodetic Survey in October 1999..
 KB1377
 KB1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1377
 KB1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1377
 KB1377.The geoid height was determined by GEOID03.
 KB1377
 KB1377;                    North         East     Units Scale Factor Converg.
 KB1377;SPC IL W     -   340,300.865   786,078.805   MT  1.00003237   +0 38 30.5
 KB1377;SPC IL W     - 1,116,470.42  2,578,993.55   sFT  1.00003237   +0 38 30.5
 KB1377;SPC IL E     -   340,159.061   228,910.176   MT  1.00003719   -0 31 48.1
 KB1377;SPC IL E     - 1,116,005.19    751,016.14   sFT  1.00003719   -0 31 48.1
 KB1377;UTM  16      - 4,399,834.537   314,666.366   MT  1.00002289   -1 22 57.3
 KB1377
 KB1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1377!SPC IL W     -   0.99997541  x   1.00003237  =   1.00000778
 KB1377!SPC IL E     -   0.99997541  x   1.00003719  =   1.00001260
 KB1377!UTM  16      -   0.99997541  x   1.00002289  =   0.99999830
 KB1377
 KB1377|---------------------------------------------------------------------|
 KB1377| PID    Reference Object                     Distance      Geod. Az  |
 KB1377|                                                           dddmmss.s |
 KB1377| KB1378 ALBERS AZ MK A PT 1976                5.614 METERS 04726     |
 KB1377| KB1374 BLUE MOUND N MUN TANK               APPROX. 4.4 KM 1340927.2 |
 KB1377| KB1376 ALBERS                              APPROX. 1.1 KM 2693142.3 |
 KB1377|---------------------------------------------------------------------|
 KB1377
 KB1377                          SUPERSEDED SURVEY CONTROL
 KB1377
 KB1377  NAD 83(1986)-  39 43 41.77812(N)    089 09 45.21685(W) AD(       ) 2
 KB1377  NAD 27      -  39 43 41.63259(N)    089 09 44.92719(W) AD(       ) 2
 KB1377  NGVD 29 (07/19/86)  189.2    (m)          621.     (f) VERT ANG       
 KB1377
 KB1377.Superseded values are not recommended for survey control.
 KB1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1377.See file dsdata.txt to determine how the superseded data were derived.
 KB1377
 KB1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1466699835(NAD 83)
 KB1377_MARKER: DR = REFERENCE MARK DISK
 KB1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1377+STABILITY: SURFACE MOTION
 KB1377
 KB1377  HISTORY     - Date     Condition        Report By
 KB1377  HISTORY     - 1976     MONUMENTED       NGS
 KB1377
 KB1377                          STATION DESCRIPTION
 KB1377
 KB1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1377'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MT AUBURN
 KB1377'AND 3-1/2 MILES NORTHWEST OF BLUE MOUND.
 KB1377'
 KB1377'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ALBERS
 KB1377'AZ 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1377'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET
 KB1377'NORTH OF THE CENTER OF THE PAVED ROAD AND 7 FEET SOUTH-SOUTHEAST
 KB1377'OF A METAL WITNESS POST.
 KB1377'
 KB1377'FOR THE ROUTE TO STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1377'STATION ALBERS 1975.
 KB1377'
 KB1377'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KB1377'ALBERS, DISTANCE BEING 1075.024 METERS, EAST OF THE
 KB1377'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1428 ***********************************************************************
 JB1428  DESIGNATION -  ALBERT 2
 JB1428  PID         -  JB1428
 JB1428  STATE/COUNTY-  IL/ST CLAIR
 JB1428  USGS QUAD   -  O'FALLON (1991)
 JB1428
 JB1428                         *CURRENT SURVEY CONTROL
 JB1428  ___________________________________________________________________
 JB1428* NAD 83(1997)-  38 35 37.26244(N)    089 59 04.94620(W)     ADJUSTED  
 JB1428* NAVD 88     -       175.54   (meters)     575.9    (feet)  RESET     
 JB1428  ___________________________________________________________________
 JB1428  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 JB1428  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JB1428
 JB1428  HORZ ORDER  -  THIRD
 JB1428  VERT ORDER  -  THIRD
 JB1428
 JB1428.The horizontal coordinates were established by classical geodetic methods
 JB1428.and adjusted by the National Geodetic Survey in October 1999..
 JB1428.No horizontal observational check was made to the station.
 JB1428
 JB1428.The orthometric height was computed from unverified reset data.
 JB1428.No vertical observational check was made to the station.
 JB1428
 JB1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1428
 JB1428.The geoid height was determined by GEOID03.
 JB1428
 JB1428;                    North         East     Units Scale Factor Converg.
 JB1428;SPC IL W     -   213,881.846   715,851.314   MT  0.99994427   +0 06 48.6
 JB1428;SPC IL W     -   701,710.69  2,348,588.85   sFT  0.99994427   +0 06 48.6
 JB1428;UTM  16      - 4,275,914.528   240,051.000   MT  1.00043223   -1 51 46.4
 JB1428;UTM  15      - 4,276,001.631   762,613.345   MT  1.00044938   +1 52 55.2
 JB1428
 JB1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1428!SPC IL W     -   0.99997728  x   0.99994427  =   0.99992156
 JB1428!UTM  16      -   0.99997728  x   1.00043223  =   1.00040950
 JB1428!UTM  15      -   0.99997728  x   1.00044938  =   1.00042665
 JB1428
 JB1428|---------------------------------------------------------------------|
 JB1428| PID    Reference Object                     Distance      Geod. Az  |
 JB1428|                                                           dddmmss.s |
 JB1428| JB1431 ALBERT 2 RM 3                        15.453 METERS 06454     |
 JB1428| JB1432 ALBERT 2 RM 4                        18.857 METERS 13228     |
 JB1428| CI2874 ALBERT AZ MK                                       1823331.3 |
 JB1428| JB1427 ALBERT                               29.192 METERS 35342     |
 JB1428|---------------------------------------------------------------------|
 JB1428
 JB1428                          SUPERSEDED SURVEY CONTROL
 JB1428
 JB1428  NAD 83(1986)-  38 35 37.27899(N)    089 59 04.93947(W) AD(       ) 3
 JB1428  NAD 27      -  38 35 37.09653(N)    089 59 04.56430(W) AD(       ) 3
 JB1428  NGVD 29 (07/19/86)  175.64   (m)          576.2    (f) LEVELING    3  
 JB1428
 JB1428.Superseded values are not recommended for survey control.
 JB1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1428.See file dsdata.txt to determine how the superseded data were derived.
 JB1428
 JB1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4005175915(NAD 83)
 JB1428_MARKER: DS = TRIANGULATION STATION DISK
 JB1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1428_STAMPING: ALBERT 2 1971
 JB1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1428+STABILITY: SURFACE MOTION
 JB1428
 JB1428  HISTORY     - Date     Condition        Report By
 JB1428  HISTORY     - 1971     MONUMENTED       NGS
 JB1428  HISTORY     - 1971     GOOD             NGS
 JB1428  HISTORY     - 1974     GOOD             ILDT
 JB1428
 JB1428                          STATION DESCRIPTION
 JB1428
 JB1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1428'THE STATION IS LOCATED IN FAIRVIEW, ABOUT 0.1 MILE NORTH OF THE
 JB1428'JUNCTION OF STATE
 JB1428'HIGHWAY 159 AND U S HIGHWAY 40, AT THE WEST SIDE OF
 JB1428'THE ST ALBERT THE GREAT CATHOLIC
 JB1428'CHURCH GROUNDS, 65 FEET SOUTHWEST OF
 JB1428'THE NORTHWEST CORNER OF GARAGE OF PARSONAGE, 93
 JB1428'FEET NORTHWEST OF THE
 JB1428'SOUTHWEST CORNER OF THE PARSONAGE, 62 FEET EAST OF THE CENTERLINE
 JB1428'OF STATE HIGHWAY
 JB1428'159, 41 FEET SOUTH OF SOUTH EDGE OF DRIVEWAY AND 1 FOOT
 JB1428'NORTH OF A METAL WITNESS POST.
 JB1428'THE MONUMENT IS FLUSH AND THE DISK IS
 JB1428'STAMPED ALBERT 2 1971.
 JB1428'
 JB1428'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ALBERT 2 NO 3 1971, SET
 JB1428'IN A DRILL HOLE IN
 JB1428'THE SOUTHWEST EDGE OF CONCRETE APRON OF DRIVEWAY
 JB1428'TO GARAGE, 1 FOOT NORTH OF THE NORTH
 JB1428'EDGE OF SIDEWALK, 1 FOOT EAST OF
 JB1428'THE WEST EDGE OF THE APRON, 19 FEET SOUTHWEST OF THE
 JB1428'NORTHWEST CORNER
 JB1428'OF THE GARAGE AND 8 FEET WEST OF THE WEST WALL OF THE PARSONAGE.
 JB1428'
 JB1428'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ALBERT 2 NO 4 1971 SET IN
 JB1428'A DRILL HOLE IN
 JB1428'THE CONCRETE SIDEWALK ALONG THE WEST SIDE OF THE
 JB1428'PARSONAGE, 10 FEET SOUTH OF THE
 JB1428'CENTER OF THE WEST ENTRANCE, 1 FOOT
 JB1428'NORTH OF THE SOUTH EDGE OF THE SIDEWALK, 1 FOOT
 JB1428'EAST OF THE WEST EDGE
 JB1428'OF SIDEWALK AND 34 FEET NORTHWEST OF THE SOUTHWEST EDGE OF PARSONAGE.
 JB1428'
 JB1428'THE AZIMUTH MARK IS 0.4 MILE SOUTH ALONG STATE HIGHWAY 159 FROM THE
 JB1428'STATION, 49 FEET
 JB1428'SOUTHEAST CORNER OF BRICK BUILDING, 10 FEET NORTH OF
 JB1428'THE CENTERLINE OF SOUTH DRIVEWAY TO
 JB1428'BUILDING, 6 FEET WEST OF A POWER
 JB1428'POLE, 2 FEET EAST OF A POWER POLE WITH A WITNESS SIGN ATTACHED, 125
 JB1428'FEET SOUTH OF THE CENTERLINE OF ESTELLA DRIVE, 65 FEET NORTH OF THE
 JB1428'NORTHEAST CORNER
 JB1428'OF BRICK HOUSE AND 44 FEET WEST OF THE CENTERLINE OF
 JB1428'THE HIGHWAY.  THE MONUMENT IS FLUSH
 JB1428'AND THE DISK IS STAMPED ALBERT 1961.
 JB1428'
 JB1428'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JB1428
 JB1428                          STATION RECOVERY (1971)
 JB1428
 JB1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB1428'AT FAIRVIEW.
 JB1428'ABOUT 0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 159 AND
 JB1428'U.S. HIGHWAY 40 AT FAIRVIEW, AT THE WEST EDGE OF THE ST. ALBERT
 JB1428'THE GREAT CATHOLIC CHURCH GROUNDS, 65 FEET SOUTHWEST OF THE
 JB1428'NORTHWEST CORNER OF GARAGE OF PARSONAGE, 93 FEET NORTHWEST OF THE
 JB1428'SOUTHWEST CORNER OF SAME, 62 FEET EAST OF THE CENTERLINE OF
 JB1428'HIGHWAY 159, 41 FEET SOUTH OF THE SOUTH EDGE OF DRIVEWAY, 1 FOOT
 JB1428'NORTH OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE
 JB1428'POST FLUSH WITH THE GROUND.
 JB1428
 JB1428                          STATION RECOVERY (1974)
 JB1428
 JB1428'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1974 (RIL)
 JB1428'ALBERT 2 1971 RECOVERED GOOD.
 JB1428'
 JB1428'ALBERT 2 NO. 3 1971 RECOVERED GOOD.
 JB1428'
 JB1428'ALBERT 2 NO. 4 1971 RECOVERED GOOD.
 JB1428'
 JB1428'ALBERT 1961 RECOVERED GOOD (AZIMUTH).
 JB1428'
 JB1428'LEVELS WERE RUN, STATION ALBERT 2 1971, AND WAS .10 FOOT LOWER,
 JB1428'COMPARED TO BOTH REF. MK.
 JB1428'
 JB1428'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN FAIRVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1431 ***********************************************************************
 JB1431  DESIGNATION -  ALBERT 2 RM 3
 JB1431  PID         -  JB1431
 JB1431  STATE/COUNTY-  IL/ST CLAIR
 JB1431  USGS QUAD   -  O'FALLON (1991)
 JB1431
 JB1431                         *CURRENT SURVEY CONTROL
 JB1431  ___________________________________________________________________
 JB1431* NAD 83(1986)-  38 35 37.     (N)    089 59 04.     (W)     SCALED    
 JB1431* NAVD 88     -       175.60   (meters)     576.1    (feet)  RESET     
 JB1431  ___________________________________________________________________
 JB1431  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 JB1431
 JB1431  VERT ORDER  -  THIRD
 JB1431
 JB1431.The horizontal coordinates were scaled from a topographic map and have
 JB1431.an estimated accuracy of +/- 6 seconds.
 JB1431
 JB1431.The orthometric height was computed from unverified reset data.
 JB1431.No vertical observational check was made to the station.
 JB1431
 JB1431.The geoid height was determined by GEOID03.
 JB1431
 JB1431;                    North         East    Units  Estimated Accuracy
 JB1431;SPC IL W     -   213,870.      715,870.      MT  (+/- 180 meters Scaled)
 JB1431
 JB1431                          SUPERSEDED SURVEY CONTROL
 JB1431
 JB1431  NGVD 29 (??/??/??)  175.69   (m)          576.4    (f) RESET       3  
 JB1431
 JB1431.Superseded values are not recommended for survey control.
 JB1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1431.See file dsdata.txt to determine how the superseded data were derived.
 JB1431
 JB1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH400759(NAD 83)
 JB1431_MARKER: DR = REFERENCE MARK DISK
 JB1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1431_STAMPING: ALBERT 2 NO 3 1971
 JB1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1431+STABILITY: SURFACE MOTION
 JB1431
 JB1431  HISTORY     - Date     Condition        Report By
 JB1431  HISTORY     - 1971     MONUMENTED       NGS
 JB1431
 JB1431                          STATION DESCRIPTION
 JB1431
 JB1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JB1431'AT FAIRVIEW.
 JB1431'LOCATED ABOUT 0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 159
 JB1431'AND U.S. HIGHWAY 40 AT FAIRVIEW, SET IN A DRILL HOLE IN THE
 JB1431'CONCRETE APRON OF DRIVEWAY TO THE ST. ALBERT THE GREAT CATHOLIC
 JB1431'CHURCH PARSONAGE GARAGE, 1 FOOT NORTH OF THE NORTH EDGE OF
 JB1431'SIDEWALK, 1 FOOT EAST OF THE WEST EDGE OF THE APRON, 19 FEET
 JB1431'SOUTHWEST OF THE NORTHWEST CORNER OF THE GARAGE AND 8 FEET WEST
 JB1431'OF THE WEST WALL OF SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1432 ***********************************************************************
 JB1432  DESIGNATION -  ALBERT 2 RM 4
 JB1432  PID         -  JB1432
 JB1432  STATE/COUNTY-  IL/ST CLAIR
 JB1432  USGS QUAD   -  O'FALLON (1991)
 JB1432
 JB1432                         *CURRENT SURVEY CONTROL
 JB1432  ___________________________________________________________________
 JB1432* NAD 83(1986)-  38 35 37.     (N)    089 59 04.     (W)     SCALED    
 JB1432* NAVD 88     -       175.73   (meters)     576.5    (feet)  RESET     
 JB1432  ___________________________________________________________________
 JB1432  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 JB1432
 JB1432  VERT ORDER  -  THIRD
 JB1432
 JB1432.The horizontal coordinates were scaled from a topographic map and have
 JB1432.an estimated accuracy of +/- 6 seconds.
 JB1432
 JB1432.The orthometric height was computed from unverified reset data.
 JB1432.No vertical observational check was made to the station.
 JB1432
 JB1432.The geoid height was determined by GEOID03.
 JB1432
 JB1432;                    North         East    Units  Estimated Accuracy
 JB1432;SPC IL W     -   213,870.      715,870.      MT  (+/- 180 meters Scaled)
 JB1432
 JB1432                          SUPERSEDED SURVEY CONTROL
 JB1432
 JB1432  NGVD 29 (??/??/??)  175.83   (m)          576.9    (f) RESET       3  
 JB1432
 JB1432.Superseded values are not recommended for survey control.
 JB1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1432.See file dsdata.txt to determine how the superseded data were derived.
 JB1432
 JB1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH400759(NAD 83)
 JB1432_MARKER: DR = REFERENCE MARK DISK
 JB1432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1432_SP_SET: SIDEWALK
 JB1432_STAMPING: ALBERT 2 NO 4 1971
 JB1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1432
 JB1432  HISTORY     - Date     Condition        Report By
 JB1432  HISTORY     - 1971     MONUMENTED       NGS
 JB1432
 JB1432                          STATION DESCRIPTION
 JB1432
 JB1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JB1432'AT FAIRVIEW.
 JB1432'ABOUT 0.1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 159 AND
 JB1432'U.S. HIGHWAY 40 AT FAIRVIEW, SET IN A DRILL HOLE IN THE CONCRETE
 JB1432'SIDEWALK ALONG THE WEST EDGE OF ST. ALBERT THE GREAT CATHOLIC
 JB1432'CHURCH PARSONAGE, 10 FEET SOUTH OF THE CENTER OF THE WEST
 JB1432'ENTRANCE TO THE PARSONAGE, 1 FOOT NORTH OF THE SOUTH EDGE OF
 JB1432'SIDEWALK, 1 FOOT EAST OF THE WEST EDGE OF SAME AND 34 FEET
 JB1432'NORTHWEST OF THE SOUTHWEST CORNER OF PARSONAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1667 ***********************************************************************
 JB1667  DESIGNATION -  ALBION
 JB1667  PID         -  JB1667
 JB1667  STATE/COUNTY-  IL/EDWARDS
 JB1667  USGS QUAD   -  ALBION NORTH (1971)
 JB1667
 JB1667                         *CURRENT SURVEY CONTROL
 JB1667  ___________________________________________________________________
 JB1667* NAD 83(1997)-  38 22 40.95310(N)    088 03 23.80454(W)     ADJUSTED  
 JB1667* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 JB1667  ___________________________________________________________________
 JB1667  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JB1667  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB1667
 JB1667  HORZ ORDER  -  SECOND
 JB1667
 JB1667.The horizontal coordinates were established by classical geodetic methods
 JB1667.and adjusted by the National Geodetic Survey in October 1999..
 JB1667
 JB1667.The orthometric height was scaled from a topographic map.
 JB1667
 JB1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1667
 JB1667.The geoid height was determined by GEOID03.
 JB1667
 JB1667;                    North         East     Units Scale Factor Converg.
 JB1667;SPC IL E     -   189,972.796   324,179.200   MT  0.99998220   +0 10 18.5
 JB1667;SPC IL E     -   623,269.08  1,063,577.93   sFT  0.99998220   +0 10 18.5
 JB1667;UTM  16      - 4,248,289.342   407,709.292   MT  0.99970489   -0 39 21.7
 JB1667
 JB1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1667!SPC IL E     -   0.99998055  x   0.99998220  =   0.99996275
 JB1667!UTM  16      -   0.99998055  x   0.99970489  =   0.99968544
 JB1667
 JB1667|---------------------------------------------------------------------|
 JB1667| PID    Reference Object                     Distance      Geod. Az  |
 JB1667|                                                           dddmmss.s |
 JB1667| CI2875 ALBION RM 1                          24.242 METERS 17839     |
 JB1667| JB1666 ALBION MUNICIPAL TANK               253.419 METERS 26453     |
 JB1667| CI2877 ALBION RM 3                          82.771 METERS 26938     |
 JB1667| JB1669 CLARK                               APPROX. 6.4 KM 3040507.5 |
 JB1667| CI2876 ALBION RM 2                          30.102 METERS 30721     |
 JB1667|---------------------------------------------------------------------|
 JB1667
 JB1667                          SUPERSEDED SURVEY CONTROL
 JB1667
 JB1667  NAD 83(1997)-  38 22 40.95392(N)    088 03 23.80423(W) AD(       ) 2
 JB1667  NAD 83(1997)-  38 22 40.96442(N)    088 03 23.80353(W) AD(       ) 2
 JB1667  NAD 83(1986)-  38 22 40.96463(N)    088 03 23.80391(W) AD(       ) 2
 JB1667  NAD 27      -  38 22 40.78528(N)    088 03 23.67247(W) AD(       ) 2
 JB1667
 JB1667.Superseded values are not recommended for survey control.
 JB1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1667.See file dsdata.txt to determine how the superseded data were derived.
 JB1667
 JB1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0770948289(NAD 83)
 JB1667_MARKER: DS = TRIANGULATION STATION DISK
 JB1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1667+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 JB1667
 JB1667  HISTORY     - Date     Condition        Report By
 JB1667  HISTORY     - 1968     MONUMENTED       CGS
 JB1667  HISTORY     - 1969     GOOD             ILHD
 JB1667  HISTORY     - 20040311 GOOD             APISUR
 JB1667
 JB1667                          STATION DESCRIPTION
 JB1667
 JB1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JB1667'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE EDWARDS COUNTY
 JB1667'COURTHOUSE SQUARE
 JB1667'AND ABOUT 150 FEET SOUTHWEST OF THE JUNCTION OF
 JB1667'STATE HIGHWAYS 15 AND 130, IN THE TOWN OF ALBION.
 JB1667'
 JB1667'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JB1667'
 JB1667'THE STATION MARK, STAMPED ALBION 1967, IS SET FLUSH WITH THE GROUND
 JB1667'SURFACE.  IT IS
 JB1667'201 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JB1667'COURTHOUSE, 41 FEET WEST OF THE
 JB1667'CENTER OF A RED BRICK ROAD, 36 FEET
 JB1667'NORTHEAST OF A 36-INCH TREE AND 38 FEET SOUTHEAST
 JB1667'OF A PINE TREE.
 JB1667'
 JB1667'RM 1, STAMPED ALBION NO 1 1967, IS SET FLUSH WITH THE GROUND SURFACE.
 JB1667'IT IS 61 FEET
 JB1667'SOUTHEAST OF THE TREE, 16 FEET NORTH OF A RED BRICK
 JB1667'ROAD AND 1.2 FEET NORTHWEST OF A
 JB1667'POWER POLE.
 JB1667'
 JB1667'RM 2, STAMPED ALBION NO 2 1967, IS SET FLUSH WITH THE GROUND SURFACE.
 JB1667'IT IS 50 FEET WEST
 JB1667'OF A PINE TREE, 28 FEET SOUTH OF A RED BRICK ROAD
 JB1667'AND 14 FEET NORTHEAST OF AN 18-INCH TREE.
 JB1667'
 JB1667'RM 3, STAMPED ALBION NO 3 1967, IS SET FLUSH WITH THE GROUND SURFACE.
 JB1667'IT IS 69 FEET WEST
 JB1667'OF THE CENTER OF A CONCRETE SIDEWALK, 45 FEET
 JB1667'SOUTHWEST OF A 24-INCH MAPLE TREE AND
 JB1667'10.5 FEET NORTH OF A POWER POLE.
 JB1667'
 JB1667'HEIGHT OF LIGHT ABLOVE STATION MARK 26 METERS.
 JB1667
 JB1667                          STATION RECOVERY (1969)
 JB1667
 JB1667'RECOVERY NOTE BY IL HIGHWAY DEPT 1969
 JB1667'STATION RECOVERED IN GOOD CONDITION.  RM 1 IN GOOD CONDITION EXCEPT
 JB1667'FOR RED BRICK RD IS
 JB1667'ASPHALT COVERED.  RM 2 IN GOOD CONDITION EXCEPT FOR
 JB1667'26 DEGREES SOUTH OF A RED BRICK
 JB1667'ROAD.  RM 3 RECOVERED IN GOOD CONDITION.
 JB1667
 JB1667                          STATION RECOVERY (2004)
 JB1667
 JB1667'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2004 (GJ)
 JB1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9269 ***********************************************************************
 AF9269  CBN         -  This is a Cooperative Base Network Control Station.
 AF9269  DESIGNATION -  ALBION AZ
 AF9269  PID         -  AF9269
 AF9269  STATE/COUNTY-  IL/EDWARDS
 AF9269  USGS QUAD   -  ALBION SOUTH (1971)
 AF9269
 AF9269                         *CURRENT SURVEY CONTROL
 AF9269  ___________________________________________________________________
 AF9269* NAD 83(1997)-  38 22 02.04602(N)    088 02 54.02165(W)     ADJUSTED  
 AF9269* NAVD 88     -       156.7    (meters)     514.     (feet)  GPS OBS   
 AF9269  ___________________________________________________________________
 AF9269  X           -     170,531.185 (meters)                     COMP
 AF9269  Y           -  -5,004,424.274 (meters)                     COMP
 AF9269  Z           -   3,937,563.154 (meters)                     COMP
 AF9269  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AF9269  ELLIP HEIGHT-         125.82  (meters)          (10/15/04) GPS OBS
 AF9269  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 AF9269
 AF9269  HORZ ORDER  -  B
 AF9269  ELLP ORDER  -  FOURTH    CLASS II
 AF9269
 AF9269.The horizontal coordinates were established by GPS observations
 AF9269.and adjusted by the National Geodetic Survey in July 1998..
 AF9269
 AF9269.The orthometric height was determined by GPS observations and a
 AF9269.high-resolution geoid model.
 AF9269
 AF9269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9269
 AF9269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9269
 AF9269.The ellipsoidal height was determined by GPS observations
 AF9269.and is referenced to NAD 83.
 AF9269
 AF9269.The geoid height was determined by GEOID03.
 AF9269
 AF9269;                    North         East     Units Scale Factor Converg.
 AF9269;SPC IL E     -   188,775.350   324,905.782   MT  0.99998264   +0 10 36.8
 AF9269;SPC IL E     -   619,340.46  1,065,961.72   sFT  0.99998264   +0 10 36.8
 AF9269;UTM  16      - 4,247,081.859   408,418.302   MT  0.99970329   -0 39 02.7
 AF9269
 AF9269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9269!SPC IL E     -   0.99998026  x   0.99998264  =   0.99996290
 AF9269!UTM  16      -   0.99998026  x   0.99970329  =   0.99968355
 AF9269
 AF9269|---------------------------------------------------------------------|
 AF9269| PID    Reference Object                     Distance      Geod. Az  |
 AF9269|                                                           dddmmss.s |
 AF9269| DE6918 ALBION YRD                          263.434 METERS 33719     |
 AF9269|---------------------------------------------------------------------|
 AF9269
 AF9269                          SUPERSEDED SURVEY CONTROL
 AF9269
 AF9269  ELLIP H (07/17/98)  125.83   (m)                       GP(       ) 4 1
 AF9269
 AF9269.Superseded values are not recommended for survey control.
 AF9269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9269.See file dsdata.txt to determine how the superseded data were derived.
 AF9269
 AF9269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0841847082(NAD 83)
 AF9269_MARKER: DD = SURVEY DISK
 AF9269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9269_STAMPING: ALBION AZ 1997
 AF9269_MARK LOGO: ILDT  
 AF9269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9269+STABILITY: SURFACE MOTION
 AF9269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9269+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 AF9269
 AF9269  HISTORY     - Date     Condition        Report By
 AF9269  HISTORY     - 1997     MONUMENTED       ILDT
 AF9269  HISTORY     - 19990927 GOOD             ILDT
 AF9269  HISTORY     - 20030327 GOOD             ILDT
 AF9269
 AF9269                          STATION DESCRIPTION
 AF9269
 AF9269'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1997 (LK)
 AF9269'THE STATION IS LOCATED IN THE SOUTHEAST PART OF ALBION.  TO REACH FROM
 AF9269'THE JUNCTION OF STATE ROUTES 15 AND 130 AT THE SOUTHEAST CORNER OF THE
 AF9269'EDWARDS COUNTY COURT HOUSE IN ALBION, GO SOUTH ON ROUTE 130 FOR 0.2 MI
 AF9269'(0.3 KM).  TURN LEFT, EAST, CONTINUING ON ROUTE 130 FOR 0.32 MI (0.51
 AF9269'KM) TO A POINT WHERE ROUTE 130 TURNS SOUTH.  CONTINUE SOUTH ON ROUTE
 AF9269'130 FOR 0.44 MI (0.71 KM) TO ITS INTERSECTION WITH INDUSTRIAL DRIVE
 AF9269'AND THE STATION ON THE RIGHT IN THE NORTHWEST QUADRANT OF THE
 AF9269'INTERSECTION, 6.1 M (20.0 FT) SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 AF9269'MARKER, 11.3 M (37.1 FT) NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 AF9269'AND 3.6 M (11.8 FT) BEHIND CURB.
 AF9269
 AF9269                          STATION RECOVERY (1999)
 AF9269
 AF9269'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 AF9269'RECOVERED AS DESCRIBED
 AF9269'
 AF9269
 AF9269                          STATION RECOVERY (2003)
 AF9269
 AF9269'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (BES)
 AF9269'RECOVERED AS DESCRIBED
 AF9269' 
 AF9269'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1666 ***********************************************************************
 JB1666  DESIGNATION -  ALBION MUNICIPAL TANK
 JB1666  PID         -  JB1666
 JB1666  STATE/COUNTY-  IL/EDWARDS
 JB1666  USGS QUAD   -  ALBION NORTH (1971)
 JB1666
 JB1666                         *CURRENT SURVEY CONTROL
 JB1666  ___________________________________________________________________
 JB1666* NAD 83(1997)-  38 22 40.21913(N)    088 03 34.20357(W)     ADJUSTED  
 JB1666* NAVD 88     -                                                        
 JB1666  ___________________________________________________________________
 JB1666  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 JB1666  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB1666
 JB1666  HORZ ORDER  -  THIRD
 JB1666
 JB1666.The horizontal coordinates were established by classical geodetic methods
 JB1666.and adjusted by the National Geodetic Survey in October 1999..
 JB1666
 JB1666
 JB1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1666
 JB1666.The geoid height was determined by GEOID03.
 JB1666
 JB1666;                    North         East     Units Scale Factor Converg.
 JB1666;SPC IL E     -   189,949.412   323,926.866   MT  0.99998205   +0 10 12.0
 JB1666;SPC IL E     -   623,192.36  1,062,750.06   sFT  0.99998205   +0 10 12.0
 JB1666;UTM  16      - 4,248,269.611   407,456.717   MT  0.99970547   -0 39 28.2
 JB1666
 JB1666                          SUPERSEDED SURVEY CONTROL
 JB1666
 JB1666  NAD 83(1997)-  38 22 40.21996(N)    088 03 34.20337(W) AD(       ) 4
 JB1666  NAD 83(1997)-  38 22 40.23048(N)    088 03 34.20221(W) AD(       ) 4
 JB1666  NAD 83(1986)-  38 22 40.23072(N)    088 03 34.20289(W) AD(       ) 4
 JB1666  NAD 27      -  38 22 40.05188(N)    088 03 34.07332(W) AD(       ) 3
 JB1666
 JB1666.Superseded values are not recommended for survey control.
 JB1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1666.See file dsdata.txt to determine how the superseded data were derived.
 JB1666
 JB1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0745748270(NAD 83)
 JB1666_MARKER: 53 = ELEVATED TANK
 JB1666
 JB1666  HISTORY     - Date     Condition        Report By
 JB1666  HISTORY     - 1967     FIRST OBSERVED   CGS
 JB1666
 JB1666                          STATION DESCRIPTION
 JB1666
 JB1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1666'STATION IS LOCATED IN THE BUSINESS SECTION OF ALBION, 150 FEET NORTH
 JB1666'OF NORTH SIXTH
 JB1666'STREET AND BETWEEN WEST ELM STREET AND EAST MAIN
 JB1666'STREET.
 JB1666'
 JB1666'THE TANK IS APPROXIMATELY 100 FEET HIGH, IS SUPPRORTED BY 4 LEGS, IS
 JB1666'PAINTED SILVER AND
 JB1666'HAS ALBION PAINTED ON SIDE OF TANK.
 JB1666'
 JB1666'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1671 ***********************************************************************
 JB1671  DESIGNATION -  ALBION OIL MICROWAVE KSE 587
 JB1671  PID         -  JB1671
 JB1671  STATE/COUNTY-  IL/EDWARDS
 JB1671  USGS QUAD   -  ALBION SOUTH (1971)
 JB1671
 JB1671                         *CURRENT SURVEY CONTROL
 JB1671  ___________________________________________________________________
 JB1671* NAD 83(1997)-  38 19 43.98335(N)    088 02 24.46403(W)     ADJUSTED  
 JB1671* NAVD 88     -                                                        
 JB1671  ___________________________________________________________________
 JB1671  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 JB1671  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JB1671
 JB1671  HORZ ORDER  -  THIRD
 JB1671
 JB1671.The horizontal coordinates were established by classical geodetic methods
 JB1671.and adjusted by the National Geodetic Survey in October 1999..
 JB1671
 JB1671
 JB1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1671
 JB1671.The geoid height was determined by GEOID03.
 JB1671
 JB1671;                    North         East     Units Scale Factor Converg.
 JB1671;SPC IL E     -   184,520.640   325,636.816   MT  0.99998309   +0 10 54.6
 JB1671;SPC IL E     -   605,381.47  1,068,360.12   sFT  0.99998309   +0 10 54.6
 JB1671;UTM  16      - 4,242,818.234   409,087.640   MT  0.99970179   -0 38 42.4
 JB1671
 JB1671                          SUPERSEDED SURVEY CONTROL
 JB1671
 JB1671  NAD 83(1997)-  38 19 43.98385(N)    088 02 24.46408(W) AD(       ) 4
 JB1671  NAD 83(1997)-  38 19 43.99335(N)    088 02 24.46269(W) AD(       ) 4
 JB1671  NAD 83(1986)-  38 19 43.99474(N)    088 02 24.46371(W) AD(       ) 4
 JB1671  NAD 27      -  38 19 43.82556(N)    088 02 24.34069(W) AD(       ) 3
 JB1671
 JB1671.Superseded values are not recommended for survey control.
 JB1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1671.See file dsdata.txt to determine how the superseded data were derived.
 JB1671
 JB1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0908842818(NAD 83)
 JB1671_MARKER: 44 = MICROWAVE MAST
 JB1671
 JB1671  HISTORY     - Date     Condition        Report By
 JB1671  HISTORY     - 1967     FIRST OBSERVED   CGS
 JB1671
 JB1671                          STATION DESCRIPTION
 JB1671
 JB1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1671'STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF GRAYVILLE AND 3.5
 JB1671'MILES
 JB1671'SOUTH-SOUTHEAST OF ALBION.
 JB1671'
 JB1671'TO REACH FROM THE SOUTHEAST CORNER OF THE COURT HOUSE SQUARE IN
 JB1671'ALBION, GO
 JB1671'SOUTHERLY ON STATE HIGHWAY 130 FOR 4.5 MILES TO A SIDE
 JB1671'ROAD RIGHT, TURN RIGHT AND GO
 JB1671'SOUTHWESTERLY ON GRAVELED AND OILED
 JB1671'ROAD FOR 0.8 MILE TO STATION ON RIGHT AS DESCRIBED.
 JB1671'
 JB1671'THE MAST IS 210 FEET HIGH, IS PAINTED RED AND WHITE, HAS A FLASHING
 JB1671'RED LIGHT ON TOP
 JB1671'AND ONE MICROWAVE REFLECTOR.
 JB1671'
 JB1671'THE MICROWAVE MAST IS PROPERTY OF THE MARATHON OIL COMPANY.
 JB1671'
 JB1671'POINT INTERSECTED WAS TOP AND CENTER OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6918 ***********************************************************************
 DE6918  DESIGNATION -  ALBION YRD
 DE6918  PID         -  DE6918
 DE6918  STATE/COUNTY-  IL/EDWARDS
 DE6918  USGS QUAD   -  ALBION SOUTH (1971)
 DE6918
 DE6918                         *CURRENT SURVEY CONTROL
 DE6918  ___________________________________________________________________
 DE6918* NAD 83(1997)-  38 22 09.92828(N)    088 02 58.20794(W)     ADJUSTED  
 DE6918* NAVD 88     -       156.8    (meters)     514.     (feet)  GPS OBS   
 DE6918  ___________________________________________________________________
 DE6918  X           -     170,424.484 (meters)                     COMP
 DE6918  Y           -  -5,004,277.013 (meters)                     COMP
 DE6918  Z           -   3,937,753.757 (meters)                     COMP
 DE6918  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 DE6918  ELLIP HEIGHT-         125.89  (meters)          (02/03/05) GPS OBS
 DE6918  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 DE6918
 DE6918  HORZ ORDER  -  FIRST
 DE6918  ELLP ORDER  -  FOURTH    CLASS II
 DE6918
 DE6918.The horizontal coordinates were established by GPS observations
 DE6918.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6918
 DE6918.The orthometric height was determined by GPS observations and a
 DE6918.high-resolution geoid model.
 DE6918
 DE6918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6918
 DE6918.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6918
 DE6918.The ellipsoidal height was determined by GPS observations
 DE6918.and is referenced to NAD 83.
 DE6918
 DE6918.The geoid height was determined by GEOID03.
 DE6918
 DE6918;                    North         East     Units Scale Factor Converg.
 DE6918;SPC IL E     -   189,018.075   324,803.412   MT  0.99998257   +0 10 34.3
 DE6918;SPC IL E     -   620,136.80  1,065,625.86   sFT  0.99998257   +0 10 34.3
 DE6918;UTM  16      - 4,247,325.970   408,319.477   MT  0.99970351   -0 39 05.4
 DE6918
 DE6918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6918!SPC IL E     -   0.99998025  x   0.99998257  =   0.99996282
 DE6918!UTM  16      -   0.99998025  x   0.99970351  =   0.99968376
 DE6918
 DE6918|---------------------------------------------------------------------|
 DE6918| PID    Reference Object                     Distance      Geod. Az  |
 DE6918|                                                           dddmmss.s |
 DE6918| AF9269 ALBION AZ                           263.434 METERS 15719     |
 DE6918|---------------------------------------------------------------------|
 DE6918
 DE6918                          SUPERSEDED SURVEY CONTROL
 DE6918
 DE6918  ELLIP H (08/21/02)  125.90   (m)                       GP(       ) 3 1
 DE6918
 DE6918.Superseded values are not recommended for survey control.
 DE6918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6918.See file dsdata.txt to determine how the superseded data were derived.
 DE6918
 DE6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0831947326(NAD 83)
 DE6918_MARKER: DD = SURVEY DISK
 DE6918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6918_STAMPING: ALBION YRD 1997
 DE6918_MARK LOGO: ILDT  
 DE6918_PROJECTION: FLUSH
 DE6918_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6918+STABILITY: SURFACE MOTION
 DE6918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6918+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE6918
 DE6918  HISTORY     - Date     Condition        Report By
 DE6918  HISTORY     - 1997     MONUMENTED       ILDT
 DE6918
 DE6918                          STATION DESCRIPTION
 DE6918
 DE6918'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1997
 DE6918'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999, (DEL) .
 DE6918'STATION IS LOCATED AT SE SIDE OF ALBION,IL.  TO REACH FROM IL ROUTE 15
 DE6918'AND IL ROUTE 130 IN ALBION, GO SE ON IL ROUTE 130 FOR 0.8 MILES (1.3
 DE6918'KM) TO ALBION MAINTENANCE YARD GATE ON THE LEFT, GO THROUGH GATE AND
 DE6918'STATION ON THE LEFT.  STATION IS 11.9 FEET (3.6 M) NW OF W GATE POST,
 DE6918'1.8 FEET (0.5 M) N OF FENCELINE, 48.8 FEET (14.9 M) S OF S CORNER OF
 DE6918'MAIN BUILDING IN YARD.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1142 ***********************************************************************
 NH1142  DESIGNATION -  ALDEN
 NH1142  PID         -  NH1142
 NH1142  STATE/COUNTY-  IL/MCHENRY
 NH1142  USGS QUAD   -  HEBRON (1972)
 NH1142
 NH1142                         *CURRENT SURVEY CONTROL
 NH1142  ___________________________________________________________________
 NH1142* NAD 83(1997)-  42 26 34.69519(N)    088 28 54.22296(W)     ADJUSTED  
 NH1142* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 NH1142  ___________________________________________________________________
 NH1142  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 NH1142  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NH1142
 NH1142  HORZ ORDER  -  THIRD
 NH1142
 NH1142.The horizontal coordinates were established by classical geodetic methods
 NH1142.and adjusted by the National Geodetic Survey in October 1999..
 NH1142
 NH1142.The orthometric height was scaled from a topographic map.
 NH1142
 NH1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1142
 NH1142.The geoid height was determined by GEOID03.
 NH1142
 NH1142;                    North         East     Units Scale Factor Converg.
 NH1142;SPC IL E     -   641,316.186   287,791.281   MT  0.99997683   -0 06 00.5
 NH1142;SPC IL E     - 2,104,051.52    944,195.23   sFT  0.99997683   -0 06 00.5
 NH1142;SPC WI S     -    50,348.494   724,915.747   MT  1.00007118   +1 02 35.6
 NH1142;SPC WI S     -   165,185.02  2,378,327.75   sFT  1.00007118   +1 02 35.6
 NH1142;UTM  16      - 4,700,024.182   378,140.279   MT  0.99978271   -1 00 00.3
 NH1142
 NH1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1142!SPC IL E     -   0.99995813  x   0.99997683  =   0.99993496
 NH1142!SPC WI S     -   0.99995813  x   1.00007118  =   1.00002931
 NH1142!UTM  16      -   0.99995813  x   0.99978271  =   0.99974085
 NH1142
 NH1142|---------------------------------------------------------------------|
 NH1142| PID    Reference Object                     Distance      Geod. Az  |
 NH1142|                                                           dddmmss.s |
 NH1142| CI8884 ALDEN RM 2                           11.015 METERS 09110     |
 NH1142| CI8882 ALDEN AZ MK                                        2735756.0 |
 NH1142| CI8883 ALDEN RM 1                           10.622 METERS 35844     |
 NH1142|---------------------------------------------------------------------|
 NH1142
 NH1142                          SUPERSEDED SURVEY CONTROL
 NH1142
 NH1142  NAD 83(1997)-  42 26 34.69455(N)    088 28 54.22403(W) AD(       ) 3
 NH1142  NAD 83(1997)-  42 26 34.69394(N)    088 28 54.22397(W) AD(       ) 3
 NH1142  NAD 83(1986)-  42 26 34.69192(N)    088 28 54.22891(W) AD(       ) 3
 NH1142  NAD 27      -  42 26 34.62500(N)    088 28 53.87560(W) AD(       ) 3
 NH1142
 NH1142.Superseded values are not recommended for survey control.
 NH1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1142.See file dsdata.txt to determine how the superseded data were derived.
 NH1142
 NH1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7814000024(NAD 83)
 NH1142_MARKER: DS = TRIANGULATION STATION DISK
 NH1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1142
 NH1142  HISTORY     - Date     Condition        Report By
 NH1142  HISTORY     - 1954     MONUMENTED       CGS
 NH1142  HISTORY     - 1966     GOOD             CGS
 NH1142  HISTORY     - 1989     GOOD             USPSQD
 NH1142  HISTORY     - 19950513 GOOD             USPSQD
 NH1142
 NH1142                          STATION DESCRIPTION
 NH1142
 NH1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1142'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF WOODSTOCK AND 4
 NH1142'MILES SOUTHWEST OF HEBRON NEAR THE NORTHEAST CORNER OF LAND
 NH1142'OWNED BY MR. IRVIN BAIRD AND IS ON ROAD RIGHT-OF-WAY.  IT
 NH1142'IS 105 FEET SOUTHWEST OF A T ROAD INTERSECTION, 26 FEET NORTH
 NH1142'OF A TELEPHONE POLE, 21 FEET WEST OF THE CENTER OF A GRAVEL
 NH1142'ROAD, 4 FEET NORTHEAST OF A WHITE WITNESS POST AND 2 FEET
 NH1142'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 NH1142'DISK IS STAMPED ALDEN 1954.
 NH1142'
 NH1142'REFERENCE MARK NO. 1 IS 71 FEET SOUTHWEST OF THE INTERSECTION, 22
 NH1142'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 41 FEET NORTHWEST
 NH1142'OF A POWER LINE POLE AND 1 FOOT EAST OF A FENCE.  THE MARK
 NH1142'IS FLUSH AND THE DISK IS STAMPED ALDEN NO 1 1954.
 NH1142'
 NH1142'REFERENCE MARK NO. 2 IS 17 FEET SOUTH OF A POWER LINE POLE,
 NH1142'15 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET
 NH1142'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 NH1142'DISK IS STAMPED ALDEN NO 2 1954.
 NH1142'
 NH1142'AZIMUTH MARK IS 54 FEET EAST OF A TELEPHONE POLE, 20 FEET
 NH1142'NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET EAST OF A WHITE
 NH1142'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH
 NH1142'AND THE DISK IS STAMPED ALDEN 1954.
 NH1142'
 NH1142'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1142'47 AND 120 (THIS IS A 4 STREET INTERSECTION OF PARK, NORTH,
 NH1142'MC HENRY AND SEMINARY STREETS) IN THE NORTHEAST SECTION
 NH1142'OF WOODSTOCK, GO NORTH ON SEMINARY STREET (HIGHWAY 47) FOR
 NH1142'8.3 MILES TO WHERE HIGHWAY CURVES RIGHT AND GRAVEL ROAD CONTINUES
 NH1142'NORTH, LEAVE HIGHWAY AND GO NORTH ON GRAVEL ROAD FOR 0.2 MILE
 NH1142'TO T INTERSECTION, TURN LEFT AND GO WEST ON GRAVEL ROAD FOR
 NH1142'2.25 MILES TO A SIDE ROAD LEFT AND THE STATION IN THE
 NH1142'SOUTHWEST ANGLE AS DESCRIBED.  CONTINUE WEST ON GRAVEL ROAD
 NH1142'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT, NORTH
 NH1142'SIDE OF ROAD AS DESCRIBED.
 NH1142'
 NH1142'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1142
 NH1142                          STATION RECOVERY (1966)
 NH1142
 NH1142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1142'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 NH1142'AND AS DESCRIBED.  THE PREVIOUS DESCRIPTION AND TO REACH
 NH1142'IS GOOD WITH THE BELOW CHANGES.
 NH1142'
 NH1142'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION AT
 NH1142'THIS TIME AND ONE WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 NH1142'
 NH1142'THE ROAD WEST MENTIONED IN THE PREVIOUS DESCRIPTION IS NOW
 NH1142'PAVED AND KNOWN AS O BRIEN ROAD.  THE SIDE ROAD LEFT AT
 NH1142'THE STATION IS STILL GRAVELED BUT KNOWN AS MANLEY ROAD.
 NH1142
 NH1142                          STATION RECOVERY (1989)
 NH1142
 NH1142'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH1142'RECOVERED IN GOOD CONDITION.
 NH1142
 NH1142                          STATION RECOVERY (1995)
 NH1142
 NH1142'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1147 ***********************************************************************
 NH1147  DESIGNATION -  ALDEN ATT MICROWAVE TWR KSE 26
 NH1147  PID         -  NH1147
 NH1147  STATE/COUNTY-  IL/MCHENRY
 NH1147  USGS QUAD   -  HARVARD (1975)
 NH1147
 NH1147                         *CURRENT SURVEY CONTROL
 NH1147  ___________________________________________________________________
 NH1147* NAD 83(1997)-  42 29 33.21056(N)    088 33 05.82567(W)     ADJUSTED  
 NH1147* NAVD 88     -                                                        
 NH1147  ___________________________________________________________________
 NH1147  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 NH1147  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NH1147
 NH1147  HORZ ORDER  -  THIRD
 NH1147
 NH1147.The horizontal coordinates were established by classical geodetic methods
 NH1147.and adjusted by the National Geodetic Survey in October 1999..
 NH1147
 NH1147
 NH1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1147
 NH1147.The geoid height was determined by GEOID03.
 NH1147
 NH1147;                    North         East     Units Scale Factor Converg.
 NH1147;SPC IL E     -   646,836.777   282,055.514   MT  0.99997896   -0 08 50.8
 NH1147;SPC IL E     - 2,122,163.66    925,377.13   sFT  0.99997896   -0 08 50.8
 NH1147;SPC WI S     -    55,754.039   719,070.494   MT  1.00005724   +0 59 42.7
 NH1147;SPC WI S     -   182,919.71  2,359,150.45   sFT  1.00005724   +0 59 42.7
 NH1147;UTM  16      - 4,705,633.175   372,493.022   MT  0.99980003   -1 02 53.7
 NH1147
 NH1147                          SUPERSEDED SURVEY CONTROL
 NH1147
 NH1147  NAD 83(1997)-  42 29 33.21011(N)    088 33 05.82662(W) AD(       ) 4
 NH1147  NAD 83(1986)-  42 29 33.20761(N)    088 33 05.83088(W) AD(       ) 4
 NH1147  NAD 27      -  42 29 33.14800(N)    088 33 05.47100(W) AD(       ) 3
 NH1147
 NH1147.Superseded values are not recommended for survey control.
 NH1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1147.See file dsdata.txt to determine how the superseded data were derived.
 NH1147
 NH1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7249305633(NAD 83)
 NH1147_MARKER: 45 = MICROWAVE TOWER
 NH1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1147+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 NH1147
 NH1147  HISTORY     - Date     Condition        Report By
 NH1147  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1147  HISTORY     - 1957     GOOD             CGS
 NH1147  HISTORY     - 19950513 GOOD             USPSQD
 NH1147  HISTORY     - 20030416 GOOD             USPSQD
 NH1147
 NH1147                          STATION DESCRIPTION
 NH1147
 NH1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1147'STATION IS THE CENTER OF THE TOP OF THE MICROWAVE RELAY TOWER,
 NH1147'LOCATED ABOUT 3 MILES NORTHWEST OF ALDEN ABOUT 0.1 MILE
 NH1147'SOUTHWEST OF A GRAVEL ROAD.  IT IS A 4 LEGGED STEEL TRUSSWORK
 NH1147'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND
 NH1147'HAS 4 RECTANGULAR MICRO-WAVE REFLECTORS ATOP.  TOTAL HEIGHT
 NH1147'IS 175 FEET.
 NH1147
 NH1147                          STATION RECOVERY (1957)
 NH1147
 NH1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1147'THE STATION WAS RECOVERED AND THE TWO FOLLOWING CHANGES SHOULD
 NH1147'BE MADE TO THE 1954 DESCRIPTION.  THE NAME ALDEN, A.T. AND T.
 NH1147'CO., MICROWAVE RELAY TOWER HAS BEEN CHANGED AS SHOWN ABOVE.
 NH1147'ALSO THE 1954 DESCRIPTION STATED THAT THE TOWER WAS 175 FEET
 NH1147'HIGH.  BUT AT THIS TIME ONE OF THE COMPANY OFFICALS INFORMED US
 NH1147'THAT THE TOWER IS 237-1/2 FEET HIGH.
 NH1147
 NH1147                          STATION RECOVERY (1995)
 NH1147
 NH1147'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1147'RECOVERED IN GOOD CONDITION.
 NH1147
 NH1147                          STATION RECOVERY (2003)
 NH1147
 NH1147'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0731 ***********************************************************************
 MG0731  DESIGNATION -  ALEDO MERCER CO CTHSE CUPOLA
 MG0731  PID         -  MG0731
 MG0731  STATE/COUNTY-  IL/MERCER
 MG0731  USGS QUAD   -  ALEDO EAST (1992)
 MG0731
 MG0731                         *CURRENT SURVEY CONTROL
 MG0731  ___________________________________________________________________
 MG0731* NAD 83(1997)-  41 11 58.02337(N)    090 44 55.12608(W)     ADJUSTED  
 MG0731* NAVD 88     -                                                        
 MG0731  ___________________________________________________________________
 MG0731  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 MG0731  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MG0731
 MG0731  HORZ ORDER  -  THIRD
 MG0731
 MG0731.The horizontal coordinates were established by classical geodetic methods
 MG0731.and adjusted by the National Geodetic Survey in October 1999..
 MG0731
 MG0731
 MG0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0731
 MG0731.The geoid height was determined by GEOID03.
 MG0731
 MG0731;                    North         East     Units Scale Factor Converg.
 MG0731;SPC IL W     -   503,337.714   651,185.710   MT  0.99997049   -0 23 00.0
 MG0731;SPC IL W     - 1,651,367.15  2,136,431.78   sFT  0.99997049   -0 23 00.0
 MG0731;UTM  15      - 4,563,342.025   688,776.907   MT  1.00003861   +1 29 00.1
 MG0731
 MG0731                          SUPERSEDED SURVEY CONTROL
 MG0731
 MG0731  NAD 83(1997)-  41 11 58.02304(N)    090 44 55.12595(W) AD(       ) 4
 MG0731  NAD 83(1986)-  41 11 58.01232(N)    090 44 55.11925(W) AD(       ) 4
 MG0731  NAD 27      -  41 11 57.89000(N)    090 44 54.61000(W) AD(       ) 3
 MG0731
 MG0731.Superseded values are not recommended for survey control.
 MG0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0731.See file dsdata.txt to determine how the superseded data were derived.
 MG0731
 MG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8877763342(NAD 83)
 MG0731_MARKER: 87 = DOME
 MG0731
 MG0731  HISTORY     - Date     Condition        Report By
 MG0731  HISTORY     - 1939     FIRST OBSERVED   CGS
 MG0731  HISTORY     - 1958     GOOD             CGS
 MG0731  HISTORY     - 19950516 GOOD             USPSQD
 MG0731  HISTORY     - 19971022 GOOD             USPSQD
 MG0731
 MG0731                          STATION DESCRIPTION
 MG0731
 MG0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 MG0731'POINT OBSERVED UPON WAS THE FINIAL OF THE CUPOLA ATOP THE
 MG0731'MERCER COUNTY COURTHOUSE, A STONE BUILDING.  THE CUPOLA
 MG0731'IS APPROXIMATELY 125 FEET ABOVE THE STREET LEVEL AND HAS
 MG0731'A FLAGPOLE ON TOP.
 MG0731'
 MG0731'THE COURTHOUSE IS LOCATED IN THE APPROXIMATE CENTER OF TOWN,
 MG0731'ON EAST FIFTH STREET AND SOUTH COLLEGE AVENUE.
 MG0731'
 MG0731'OBSERVED UPON FROM TRIANGULATION STATIONS JENSEN AND THOMA.
 MG0731
 MG0731                          STATION RECOVERY (1958)
 MG0731
 MG0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MG0731'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 MG0731'ADEQUATE AND CORRECT.
 MG0731
 MG0731                          STATION RECOVERY (1995)
 MG0731
 MG0731'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0731'RECOVERED IN GOOD CONDITION.
 MG0731
 MG0731                          STATION RECOVERY (1997)
 MG0731
 MG0731'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0732 ***********************************************************************
 MG0732  DESIGNATION -  ALEDO WATER TANK
 MG0732  PID         -  MG0732
 MG0732  STATE/COUNTY-  IL/MERCER
 MG0732  USGS QUAD   -  ALEDO WEST (1992)
 MG0732
 MG0732                         *CURRENT SURVEY CONTROL
 MG0732  ___________________________________________________________________
 MG0732* NAD 83(1997)-  41 12 03.56205(N)    090 45 02.46748(W)     ADJUSTED  
 MG0732* NAVD 88     -                                                        
 MG0732  ___________________________________________________________________
 MG0732  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 MG0732  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MG0732
 MG0732  HORZ ORDER  -  THIRD
 MG0732
 MG0732.The horizontal coordinates were established by classical geodetic methods
 MG0732.and adjusted by the National Geodetic Survey in October 1999..
 MG0732
 MG0732
 MG0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0732
 MG0732.The geoid height was determined by GEOID03.
 MG0732
 MG0732;                    North         East     Units Scale Factor Converg.
 MG0732;SPC IL W     -   503,509.716   651,015.810   MT  0.99997070   -0 23 04.9
 MG0732;SPC IL W     - 1,651,931.46  2,135,874.37   sFT  0.99997070   -0 23 04.9
 MG0732;UTM  15      - 4,563,508.413   688,601.482   MT  1.00003779   +1 28 55.4
 MG0732
 MG0732                          SUPERSEDED SURVEY CONTROL
 MG0732
 MG0732  NAD 83(1997)-  41 12 03.56206(N)    090 45 02.46756(W) AD(       ) 4
 MG0732  NAD 83(1986)-  41 12 03.56355(N)    090 45 02.47338(W) AD(       ) 4
 MG0732  NAD 27      -  41 12 03.44200(N)    090 45 01.97300(W) AD(       ) 3
 MG0732
 MG0732.Superseded values are not recommended for survey control.
 MG0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0732.See file dsdata.txt to determine how the superseded data were derived.
 MG0732
 MG0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8860163508(NAD 83)
 MG0732_MARKER: 51 = TANK
 MG0732
 MG0732  HISTORY     - Date     Condition        Report By
 MG0732  HISTORY     - 1931     FIRST OBSERVED   CGS
 MG0732  HISTORY     - 1939     GOOD             CGS
 MG0732  HISTORY     - 1958     GOOD             CGS
 MG0732  HISTORY     - 19950516 GOOD             USPSQD
 MG0732  HISTORY     - 19971022 GOOD             USPSQD
 MG0732
 MG0732                          STATION DESCRIPTION
 MG0732
 MG0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 MG0732'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 MG0732'TANK, STEEL, ALUMINUM PAINTED, APPROXIMATELY 135 FEET HIGH,
 MG0732'AND WITH THE NAME ALEDO PAINTED ON THE BOWL.
 MG0732'
 MG0732'THE TANK IS LOCATED ON WALNUT STREET, 1 BLOCK NORTH OF THE
 MG0732'RAILROAD TRACKS, IN THE APPROXIMATE CENTER OF TOWN.
 MG0732'
 MG0732'OBSERVED UPON FROM TRIANGULATION STATIONS.  JENSEN AND THOMA.
 MG0732
 MG0732                          STATION RECOVERY (1958)
 MG0732
 MG0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MG0732'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 MG0732'ADEQUATE AND CORRECT.
 MG0732
 MG0732                          STATION RECOVERY (1995)
 MG0732
 MG0732'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0732'RECOVERED IN GOOD CONDITION.
 MG0732
 MG0732                          STATION RECOVERY (1997)
 MG0732
 MG0732'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1765 ***********************************************************************
 LC1765  DESIGNATION -  ALEXANDER
 LC1765  PID         -  LC1765
 LC1765  STATE/COUNTY-  IL/PIATT
 LC1765  USGS QUAD   -  SEYMOUR (1970)
 LC1765
 LC1765                         *CURRENT SURVEY CONTROL
 LC1765  ___________________________________________________________________
 LC1765* NAD 83(1997)-  40 06 20.35468(N)    088 29 42.89599(W)     ADJUSTED  
 LC1765* NAVD 88     -       231.44   (+/-2cm)     759.3    (feet)  VERTCON   
 LC1765  ___________________________________________________________________
 LC1765  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LC1765  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LC1765
 LC1765  HORZ ORDER  -  FIRST
 LC1765  VERT ORDER  -  THIRD ? (See Below)
 LC1765
 LC1765.The horizontal coordinates were established by classical geodetic methods
 LC1765.and adjusted by the National Geodetic Survey in October 1999..
 LC1765
 LC1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1765.The vertical order pertains to the NGVD 29 superseded value.
 LC1765
 LC1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1765
 LC1765.The geoid height was determined by GEOID03.
 LC1765
 LC1765;                    North         East     Units Scale Factor Converg.
 LC1765;SPC IL E     -   381,743.954   286,195.082   MT  0.99997735   -0 06 15.5
 LC1765;SPC IL E     - 1,252,438.29    938,958.36   sFT  0.99997735   -0 06 15.5
 LC1765;UTM  16      - 4,440,555.264   372,560.442   MT  0.99979993   -0 57 48.1
 LC1765
 LC1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1765!SPC IL E     -   0.99996870  x   0.99997735  =   0.99994606
 LC1765!UTM  16      -   0.99996870  x   0.99979993  =   0.99976864
 LC1765
 LC1765:                Primary Azimuth Mark                     Grid Az
 LC1765:SPC IL E     -  ALEXANDER AZ MK                          087 50 36.6
 LC1765:UTM  16      -  ALEXANDER AZ MK                          088 42 09.2
 LC1765
 LC1765|---------------------------------------------------------------------|
 LC1765| PID    Reference Object                     Distance      Geod. Az  |
 LC1765|                                                           dddmmss.s |
 LC1765| CI6619 ALEXANDER AZ MK                                    0874421.1 |
 LC1765| CI6621 ALEXANDER RM 2                       54.517 METERS 26032     |
 LC1765| LC1766 ALEXANDER 2                           3.046 METERS 35445     |
 LC1765| CI6620 ALEXANDER RM 1                       48.101 METERS 35519     |
 LC1765|---------------------------------------------------------------------|
 LC1765
 LC1765                          SUPERSEDED SURVEY CONTROL
 LC1765
 LC1765  NAD 83(1997)-  40 06 20.35544(N)    088 29 42.89608(W) AD(       ) 1
 LC1765  NAD 83(1986)-  40 06 20.36192(N)    088 29 42.89475(W) AD(       ) 1
 LC1765  NAD 27      -  40 06 20.24540(N)    088 29 42.67280(W) AD(       ) 1
 LC1765  NGVD 29 (07/19/86)  231.50   (m)          759.5    (f) LEVELING    3  
 LC1765
 LC1765.Superseded values are not recommended for survey control.
 LC1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1765.See file dsdata.txt to determine how the superseded data were derived.
 LC1765
 LC1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK7256040555(NAD 83)
 LC1765_MARKER: DS = TRIANGULATION STATION DISK
 LC1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1765
 LC1765  HISTORY     - Date     Condition        Report By
 LC1765  HISTORY     - 1934     MONUMENTED       CGS
 LC1765  HISTORY     - 1936     GOOD             USGS
 LC1765  HISTORY     - 1969     POOR             CGS
 LC1765
 LC1765                          STATION DESCRIPTION
 LC1765
 LC1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1765'STATION IS ABOUT 14 MILES W OF CHAMPAIGN, 3.6 MILES W OF R.R.
 LC1765'STATION IN SEYMOUR, AND 0.5 MILE W OF JUNCTION OF STATE
 LC1765'HIGHWAYS 10 AND 120, ON THE HIGHEST POINT OF RIDGE, ON THE N
 LC1765'SIDE OF STATE HIGHWAY 120, 22 FEET N OF BARBED-WIRE RIGHT-OF-WAY
 LC1765'FENCE, 62 FEET N OF CENTER LINE OF HIGHWAY, ON FENCE LINE OF N-S
 LC1765'BARBED-WIRE FENCE SEPARATING PASTURE AND CULTIVATED FIELD, AND
 LC1765'PROJECTS 6 INCHES.
 LC1765'
 LC1765'TO REACH FROM SEYMOUR, GO W ON STATE HIGHWAY 10 FOR 3.1 MILES
 LC1765'TO JUNCITON WITH STATE HIGHWAY 120 AND CONTINUE W ON STATE
 LC1765'HIGHWAY 120 FOR 0.5 MILE TO THE RIDGE AND STATION ON THE N
 LC1765'SIDE OF THE ROAD.
 LC1765'
 LC1765'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1765'BRONZE DISKS SET IN CONCRETE.
 LC1765'
 LC1765'REFERENCE MARK NO. 1 IS 157.81 FEET N OF STATION, 1 FOOT E OF
 LC1765'N-S FENCE LINE, AND PROJECTS 5 INCHES.  REFERENCE MARK NO. 2
 LC1765'IS 178.86 FEET W OF STATION, 1 FOOT N OF E-W RIGHT-OF-WAY
 LC1765'FENCE, 41 FEET N OF CENTER LINE OF STATE HIGHWAY 120, 248.38
 LC1765'FEET SW OF REFERENCE MARK NO. 1, AND PROJECTS 7 INCHES.
 LC1765'
 LC1765'AZIMUTH MARK IS ABOUT 1.1 MILES E OF STATION, 32 FEET S OF CENTER
 LC1765'LINE OF STATE HIGHWAY 10, 4.5 FEET W OF THE NW LEG OF ILLINOIS
 LC1765'POWER AND LIGHT COMPANY TRANSMISSION TOWER 616, ABOUT 300 FEET
 LC1765'W OF GRAIN ELEVATOR, AND PROJECTS 6 INCHES.
 LC1765'
 LC1765'A U.S.C. AND G.S. AND STATE SURVEY BENCH MARK IS APPROXIMATELY
 LC1765'0.5 MILE E OF STATION, 37 FEET N OF CENTER LINE OF STATE
 LC1765'HIGHWAY 10, 3 FEET S OF RIGHT-OF-WAY FENCE (CONCRETE POST),
 LC1765'ABOUT 150 FEET E OF JUNCTION OF STATE HIGHWAYS 10 AND 120,
 LC1765'AND PROJECTS 2 INCHES.
 LC1765'
 LC1765'ECC. CORRECTION FOR FAIRBANKS ECC. IS PLUS 1.62.
 LC1765'
 LC1765'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 LC1765
 LC1765                          STATION RECOVERY (1936)
 LC1765
 LC1765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936 (SRA)
 LC1765'EXTRACT FROM LETTER DATED JUNE 21, 1936 FROM S.R. ARCHER
 LC1765'TO R.M. WILSON, BOTH OF THE U.S. GEOLOGICAL SURVEY.
 LC1765'
 LC1765'THE FOLLOWING ELEVATIONS ARE WITHIN TWO-TENTHS OF BEING CORRECT,
 LC1765'BASED UPON THE FIRST-ORDER LEVEL LINE AT CLINTON, ILLINOIS.
 LC1765'
 LC1765'ALEXANDER PLATT CO, ILL. -759.6
 LC1765'
 LC1765'DELAND NO. 2*, PLATT CO. ILL. -708.0
 LC1765'
 LC1765'LUTTRELL DEWITT CO, ILL. -765.9
 LC1765'
 LC1765'*REFERENCE MARK.
 LC1765
 LC1765                          STATION RECOVERY (1969)
 LC1765
 LC1765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LC1765'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH
 LC1765'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK
 LC1765'WAS FOUND TILTED AND REFERENCE MARK 1 HIT BY A PLOW AND
 LC1765'LEANING.  THE STATION MARK WAS IN THE WAY OF ROAD CONSTRUCTION
 LC1765'AS WAS REFERENCE MARK 2 AND A NEW STATION ALEXANDER 2 1969
 LC1765'WAS ESTABLISHED.  THE UNDERGROUND STATION MARK WAS LEFT INTACT
 LC1765'ALONG WITH THE AZIMUTH MARK.  REFERENCE MARK 2 WAS DESTROYED.
 LC1765'REFERENCE MARK 1 WAS DESTROYED SINCE IT IS IN A CULTIVATED
 LC1765'FIELD.  THE USC AND GS AND SS BENCH MARK WAS NOT FOUND AND IS
 LC1765'ASSUMED DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE
 LC1765'MARK 2 CHECKED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED
 LC1765'BUT THE DIRECTION WAS FOUND TO BE IN ERROR SINCE THE MARK
 LC1765'WAS DISTURBED.
 LC1765'
 LC1765'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1765'
 LC1765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 LC1765'WEST OF SEYMOUR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1766 ***********************************************************************
 LC1766  CBN         -  This is a Cooperative Base Network Control Station.
 LC1766  DESIGNATION -  ALEXANDER 2
 LC1766  PID         -  LC1766
 LC1766  STATE/COUNTY-  IL/PIATT
 LC1766  USGS QUAD   -  SEYMOUR (1970)
 LC1766
 LC1766                         *CURRENT SURVEY CONTROL
 LC1766  ___________________________________________________________________
 LC1766* NAD 83(1997)-  40 06 20.45303(N)    088 29 42.90776(W)     ADJUSTED  
 LC1766* NAVD 88     -       231.3    (meters)     759.     (feet)  GPS OBS   
 LC1766  ___________________________________________________________________
 LC1766  X           -     128,287.167 (meters)                     COMP
 LC1766  Y           -  -4,883,624.381 (meters)                     COMP
 LC1766  Z           -   4,087,096.112 (meters)                     COMP
 LC1766  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LC1766  ELLIP HEIGHT-         199.36  (meters)          (10/15/04) GPS OBS
 LC1766  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LC1766
 LC1766  HORZ ORDER  -  B
 LC1766  ELLP ORDER  -  FOURTH    CLASS II
 LC1766
 LC1766.The horizontal coordinates were established by GPS observations
 LC1766.and adjusted by the National Geodetic Survey in July 1998..
 LC1766
 LC1766.The orthometric height was determined by GPS observations and a
 LC1766.high-resolution geoid model.
 LC1766
 LC1766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1766
 LC1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1766
 LC1766.The ellipsoidal height was determined by GPS observations
 LC1766.and is referenced to NAD 83.
 LC1766
 LC1766.The geoid height was determined by GEOID03.
 LC1766
 LC1766;                    North         East     Units Scale Factor Converg.
 LC1766;SPC IL E     -   381,746.988   286,194.809   MT  0.99997735   -0 06 15.5
 LC1766;SPC IL E     - 1,252,448.24    938,957.47   sFT  0.99997735   -0 06 15.5
 LC1766;UTM  16      - 4,440,558.301   372,560.215   MT  0.99979993   -0 57 48.1
 LC1766
 LC1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1766!SPC IL E     -   0.99996873  x   0.99997735  =   0.99994608
 LC1766!UTM  16      -   0.99996873  x   0.99979993  =   0.99976866
 LC1766
 LC1766|---------------------------------------------------------------------|
 LC1766| PID    Reference Object                     Distance      Geod. Az  |
 LC1766|                                                           dddmmss.s |
 LC1766| CI6622 ALEXANDER 2 RM 3                      6.288 METERS 08718     |
 LC1766| CI6619 ALEXANDER AZ MK                                    0875012.4 |
 LC1766| LC1767 SEYMOUR TV STATION WCIA MAST        APPROX. 3.9 KM 0892859.0 |
 LC1766| LC1765 ALEXANDER                             3.046 METERS 17445     |
 LC1766| CI6623 ALEXANDER 2 RM 4                      6.811 METERS 26753     |
 LC1766|---------------------------------------------------------------------|
 LC1766
 LC1766                          SUPERSEDED SURVEY CONTROL
 LC1766
 LC1766  ELLIP H (07/17/98)  199.36   (m)                       GP(       ) 4 1
 LC1766  NAD 83(1986)-  40 06 20.46023(N)    088 29 42.90652(W) AD(       ) 2
 LC1766  NAD 27      -  40 06 20.34371(N)    088 29 42.68457(W) AD(       ) 2
 LC1766
 LC1766.Superseded values are not recommended for survey control.
 LC1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1766.See file dsdata.txt to determine how the superseded data were derived.
 LC1766
 LC1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK7256040558(NAD 83)
 LC1766_MARKER: DS = TRIANGULATION STATION DISK
 LC1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1766_STAMPING: ALEXANDER 2 1969
 LC1766_MARK LOGO: CGS   
 LC1766_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1766+STABILITY: SURFACE MOTION
 LC1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1766+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 LC1766
 LC1766  HISTORY     - Date     Condition        Report By
 LC1766  HISTORY     - 1969     MONUMENTED       CGS
 LC1766  HISTORY     - 19970418 GOOD             NGS
 LC1766  HISTORY     - 20001229 GOOD             ZAMBRA
 LC1766
 LC1766                          STATION DESCRIPTION
 LC1766
 LC1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LC1766'ABOUT 14 MILES WEST OF CHAMPAIGN, 3-1/2 MILES WEST OF SEYMOUR,
 LC1766'ABOUT 1000 FEET WEST OF THE INTERSECTION OF INTERSTATE HIGHWAY
 LC1766'72 AND STATE HIGHWAY 10, 72 FEET NORTH OF THE CENTERLINE OF
 LC1766'HIGHWAY 10, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 22 FEET
 LC1766'WEST OF A METAL WITNESS POST, 23 FEET EAST OF A METAL WITNESS
 LC1766'POST, 1 FOOT SOUTH OF RIGHT-OF-WAY FENCE AND 468 FEET WEST OF
 LC1766'A FENCE CORNER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 LC1766'IS STAMPED ALEXANDER 2 1969.
 LC1766'
 LC1766'REFERENCE MARK 3 IS 72 FEET NORTH OF THE CENTERLINE OF THE
 LC1766'HIGHWAY, 1 FOOT SOUTH OF THE FENCE AND 1 FOOT WEST OF A METAL
 LC1766'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 LC1766'STAMPED ALEXANDER 2 NO 3 1969.
 LC1766'
 LC1766'REFERENCE MARK 4 IS 72 FEET NORTH OF THE CENTERLINE OF THE
 LC1766'HIGHWAY, 1 FOOT SOUTH OF THE FENCE AND 1 FOOT EAST OF A METAL
 LC1766'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 LC1766'IS STAMPED ALEXANDER 2 NO 4 1969.
 LC1766'
 LC1766'USC AND GS AND SS RESET MARK IS A STANDARD USC AND GS AND
 LC1766'SS DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LC1766'ABOUT 2 INCHES, STAMPED RESET 1969, 73 FEET NORTH OF THE
 LC1766'CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF THE FENCE CORNER AND
 LC1766'1 FOOT SOUTH OF THE FENCE.
 LC1766'
 LC1766'THE AZIMUTH MARK IS ABOUT 500 FEET WEST OF A GRAIN ELEVATOR,
 LC1766'5 FEET WEST OF THE NORTHWEST LEG OF A POWER LINE TOWER, 44 FEET
 LC1766'NORTH OF THE NORTH RAIL OF RAILROAD TRACK, 32 FEET SOUTH OF
 LC1766'THE CENTERLINE OF HIGHWAY 10 AND 1 FOOT EAST OF A METAL WITNESS
 LC1766'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LC1766'ALEXANDER 1934 AZIMUTH.
 LC1766'
 LC1766'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 10
 LC1766'FOR 1.0 MILE TO THE MARK ON THE RIGHT.
 LC1766'
 LC1766'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC1766
 LC1766                          STATION RECOVERY (1997)
 LC1766
 LC1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LC1766'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) WEST OF SEYMOUR.  TO
 LC1766'REACH FROM THE CENTER OF THE STATE ROUTE 10 OVERPASS OF INTERSTATE
 LC1766'HIGHWAY 72, ABOUT 3.4 MI (5.5 KM) WEST OF SEYMOUR, GO WEST ON ROUTE 10
 LC1766'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT ON A HIGH BANK, 21.9 M
 LC1766'(71.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT)
 LC1766'SOUTHWEST OF A METAL WITNESS POST, 6.7 M (22.0 FT) WEST OF A METAL
 LC1766'WITNESS POST, 7.0 M (23.0 FT) EAST OF A METAL WITNESS POST, AND ABOUT
 LC1766'6 M (19.7 FT) HIGHER THAN THE HIGHWAY.
 LC1766
 LC1766                          STATION RECOVERY (2000)
 LC1766
 LC1766'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC1766'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC1766'RECOVERED AS DESCRIBED IN GOOD CONDITION.   SMALL BRUSH GROWTH
 LC1766'MAY IMPEDE SATELLITE OBSERVATIONS.
 LC1766'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0530 ***********************************************************************
 NH0530  DESIGNATION -  ALEXANDER RM
 NH0530  PID         -  NH0530
 NH0530  STATE/COUNTY-  IL/WINNEBAGO
 NH0530  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0530
 NH0530                         *CURRENT SURVEY CONTROL
 NH0530  ___________________________________________________________________
 NH0530* NAD 83(1986)-  42 26 27.     (N)    089 03 37.     (W)     SCALED    
 NH0530* NAVD 88     -       226.477  (meters)     743.03   (feet)  ADJUSTED  
 NH0530  ___________________________________________________________________
 NH0530  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH0530  DYNAMIC HT  -         226.407 (meters)     742.80  (feet)  COMP
 NH0530  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 NH0530
 NH0530  VERT ORDER  -  FIRST     CLASS II
 NH0530
 NH0530.The horizontal coordinates were scaled from a topographic map and have
 NH0530.an estimated accuracy of +/- 6 seconds.
 NH0530
 NH0530.The orthometric height was determined by differential leveling
 NH0530.and adjusted by the National Geodetic Survey in June 1991..
 NH0530
 NH0530.The geoid height was determined by GEOID03.
 NH0530
 NH0530.The dynamic height is computed by dividing the NAVD 88
 NH0530.geopotential number by the normal gravity value computed on the
 NH0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0530.degrees latitude (g = 980.6199 gals.).
 NH0530
 NH0530.The modeled gravity was interpolated from observed gravity values.
 NH0530
 NH0530;                    North         East    Units  Estimated Accuracy
 NH0530;SPC IL W     -   641,640.      791,030.      MT  (+/- 180 meters Scaled)
 NH0530
 NH0530                          SUPERSEDED SURVEY CONTROL
 NH0530
 NH0530  NGVD 29 (??/??/92)  226.540  (m)          743.24   (f) ADJ UNCH    1 2
 NH0530
 NH0530.Superseded values are not recommended for survey control.
 NH0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0530.See file dsdata.txt to determine how the superseded data were derived.
 NH0530
 NH0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN305007(NAD 83)
 NH0530_MARKER: DR = REFERENCE MARK DISK
 NH0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0530_STAMPING: ALEXANDER 1920
 NH0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0530+STABILITY: SURFACE MOTION
 NH0530
 NH0530  HISTORY     - Date     Condition        Report By
 NH0530  HISTORY     - 1920     MONUMENTED       CGS
 NH0530  HISTORY     - 1960     GOOD             NGS
 NH0530  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0530
 NH0530                          STATION DESCRIPTION
 NH0530
 NH0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0530'1.6 MI SE FROM ROCKTON.
 NH0530'ABOUT 1.55 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0530'AND PACIFIC RAILROAD FROM THE STATION AT ROCKTON, IN S-25, R-1 E,
 NH0530'T-46 N, 0.65 MILE SOUTH-SOUTHEAST OF TH SOUTH-SOUTHEAST END OF
 NH0530'THE RAILROAD BRIDGE OVER ROCK RIVER, 230 YARDS NORTH OF A SMALL
 NH0530'BRIDGE OVER DRY RUN, 45 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST
 NH0530'RAIL AND ON THE OUTSIDE OF A CURVE, 2 FEET EAST-NORTHEAST OF A
 NH0530'RIGHT-OF-WAY FENCE LINE, 31 FEET EAST-NORTHEAST OF THE CENTER
 NH0530'LINE OF A GRAVEL ROAD PARALLELING THE TRACK, 74 FEET EAST-SOUTHEAST
 NH0530'OF POWER LINE POLE NO. J 46- 1 - 24.4 46/0, 81 FEET EAST-SOUTHEAST
 NH0530'OF THE EAST-SOUTHEAST END OF PARALLEL FENCES (CONNECTED BY SHORT
 NH0530'CROSS FENCE), 17 FEET NORTHWEST OF A TELEPHONE POLE WITH BRACE
 NH0530'POLE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 NH0530'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NH0530
 NH0530                          STATION RECOVERY (1997)
 NH0530
 NH0530'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1088 ***********************************************************************
 NH1088  DESIGNATION -  ALGONQUIN
 NH1088  PID         -  NH1088
 NH1088  STATE/COUNTY-  IL/KANE
 NH1088  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1088
 NH1088                         *CURRENT SURVEY CONTROL
 NH1088  ___________________________________________________________________
 NH1088* NAD 83(1997)-  42 09 13.95271(N)    088 15 46.53552(W)     ADJUSTED  
 NH1088* NAVD 88     -       265.06   (+/-2cm)     869.6    (feet)  VERTCON   
 NH1088  ___________________________________________________________________
 NH1088  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 NH1088  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NH1088
 NH1088  HORZ ORDER  -  SECOND
 NH1088  VERT ORDER  -  THIRD ? (See Below)
 NH1088
 NH1088.The horizontal coordinates were established by classical geodetic methods
 NH1088.and adjusted by the National Geodetic Survey in October 1999..
 NH1088
 NH1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1088.The vertical order pertains to the NGVD 29 superseded value.
 NH1088
 NH1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1088
 NH1088.The geoid height was determined by GEOID03.
 NH1088
 NH1088;                    North         East     Units Scale Factor Converg.
 NH1088;SPC IL E     -   609,196.296   305,819.037   MT  0.99997542   +0 02 50.1
 NH1088;SPC IL E     - 1,998,671.51  1,003,341.29   sFT  0.99997542   +0 02 50.1
 NH1088;UTM  16      - 4,667,632.931   395,658.937   MT  0.99973396   -0 50 51.6
 NH1088
 NH1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1088!SPC IL E     -   0.99996371  x   0.99997542  =   0.99993913
 NH1088!UTM  16      -   0.99996371  x   0.99973396  =   0.99969768
 NH1088
 NH1088:                Primary Azimuth Mark                     Grid Az
 NH1088:SPC IL E     -  CARY CURTISS FARM WATER TANK             008 25 39.0
 NH1088:UTM  16      -  CARY CURTISS FARM WATER TANK             009 19 20.7
 NH1088
 NH1088|---------------------------------------------------------------------|
 NH1088| PID    Reference Object                     Distance      Geod. Az  |
 NH1088|                                                           dddmmss.s |
 NH1088| NH1085 CARY CURTISS FARM WATER TANK        APPROX. 5.4 KM 0082829.1 |
 NH1088| NH1080 MCMANAMAN                           APPROX. 8.2 KM 0275154.4 |
 NH1088| CI8886 ALGONQUIN RM 1                        8.988 METERS 03932     |
 NH1088| NH1082 BARRINGTON N MUN STANDPIPE          APPROX.10.6 KM 0945907.1 |
 NH1088| NH1081 BARRINGTON S MUN STANDPIPE          APPROX.10.6 KM 0950529.1 |
 NH1088| CI8885 ALGONQUIN AZ MK                                    1262011.3 |
 NH1088| CI8887 ALGONQUIN RM 2                       26.890 METERS 12633     |
 NH1088| NH1107 EAST DUNDEE MUN STANDPIPE           APPROX. 5.6 KM 1924141.7 |
 NH1088| NH1101 WEST DUNDEE MUNICIPAL TANK          APPROX. 6.3 KM 1942145.8 |
 NH1088| NH1098 CARPENTERSVILLE MUNICIPAL TANK      APPROX. 5.9 KM 2020455.6 |
 NH1088| NH1092 CARPENTERSVILLE ILL IRON STK        APPROX. 5.5 KM 2043458.2 |
 NH1088|---------------------------------------------------------------------|
 NH1088
 NH1088                          SUPERSEDED SURVEY CONTROL
 NH1088
 NH1088  NAD 83(1997)-  42 09 13.95266(N)    088 15 46.53651(W) AD(       ) 2
 NH1088  NAD 83(1986)-  42 09 13.95427(N)    088 15 46.54639(W) AD(       ) 2
 NH1088  NAD 27      -  42 09 13.86620(N)    088 15 46.25220(W) AD(       ) 2
 NH1088  NGVD 29 (07/19/86)  265.12   (m)          869.8    (f) LEVELING    3  
 NH1088
 NH1088.Superseded values are not recommended for survey control.
 NH1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1088.See file dsdata.txt to determine how the superseded data were derived.
 NH1088
 NH1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9565967633(NAD 83)
 NH1088_MARKER: DS = TRIANGULATION STATION DISK
 NH1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1088
 NH1088  HISTORY     - Date     Condition        Report By
 NH1088  HISTORY     - 1954     MONUMENTED       CGS
 NH1088  HISTORY     - 1966     GOOD             CGS
 NH1088  HISTORY     - 19980527 MARK NOT FOUND   USPSQD
 NH1088
 NH1088                          STATION DESCRIPTION
 NH1088
 NH1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1088'STATION IS LOCATED 90 FEET WEST OF THE INTERSECTION OF STATE
 NH1088'HIGHWAY 62 AND MC HENRY-KANE COUNTY LINE ROAD ABOUT 1-3/4
 NH1088'MILES SOUTHEAST OF ALGONQUIN AND IS ON ROAD RIGHT-OF-WAY.
 NH1088'IT IS 48 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 62,
 NH1088'15 FEET SOUTHWEST OF EDGE OF BANK, 4 FEET SOUTHEAST OF A
 NH1088'WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE
 NH1088'MARK IS FLUSH AND THE DISK IS STAMPED ALGONQUIN 1954.
 NH1088'
 NH1088'REFERENCE MARK NO. 1 IS 73 FEET NORTH OF THE INTERSECTION,
 NH1088'48 FEET NORTHEAST OF THE CENTER OF HIGHWAY 62 AND 1 FOOT
 NH1088'EAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK
 NH1088'IS STAMPED ALGONQUIN NO 1 1954.
 NH1088'
 NH1088'REFERENCE MARK NO. 2 IS 48 FEET SOUTHWEST OF THE CENTER OF
 NH1088'HIGHWAY 62 AND 1 FOOT SOUTHEAST OF A FENCE LINE.  THE MARK IS
 NH1088'FLUSH AND THE DISK IS STAMPED ALGONQUIN NO 2 1954.
 NH1088'
 NH1088'AZIMUTH MARK IS 49 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 NH1088'62, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 NH1088'A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NH1088'STAMPED ALGONQUIN 1954.
 NH1088'
 NH1088'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1088'62 AND 25 ABOUT 2 MILES SOUTHEAST OF ALGONQUIN, GO NORTHWEST
 NH1088'ON HIGHWAY 62 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT
 NH1088'AS DESCRIBED.  CONTINUE NORTHWEST ON HIGHWAY 62 FOR 0.15 MILE
 NH1088'TO THE STATION ON THE LEFT ON TOP OF ROAD CUT AS DESCRIBED.
 NH1088'
 NH1088'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1088
 NH1088                          STATION RECOVERY (1966)
 NH1088
 NH1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1088'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 NH1088'GOOD CONDITION AT THIS TIME.  THE AZIMUTH MARK WAS SEARCHED
 NH1088'FOR BUT NOT FOUND AT THIS TIME.  THERE HAS BEEN SOME UNDERGROUND
 NH1088'TELEPHONE CABLES LAID IN THE VICINITY AND THE AZIMUTH MARK
 NH1088'IS ASSUMED LOST.  BELOW ARE SOME CHANGES THAT SHOULD BE ADDED TO
 NH1088'THE PREVIOUS DESCRIPTION.
 NH1088'
 NH1088'STATION MARK IS NOW 62 FEET SOUTHEAST OF A FENCE CORNER OF
 NH1088'A MINATURE GOLF COURSE AND 1 FOOT NORTH OF A METAL WITNESS
 NH1088'POST.
 NH1088'
 NH1088'REFERENCE MARK 1 IS NOW 2 INCHES BELOW THE SURFACE OF THE
 NH1088'GROUND.
 NH1088'
 NH1088'REFERENCE MARK 2 IS NOW 88 FEET SOUTHEAST OF THE WITNESS
 NH1088'POST.
 NH1088
 NH1088                          STATION RECOVERY (1998)
 NH1088
 NH1088'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2945 ***********************************************************************
 AJ2945  DESIGNATION -  ALGONQUIN
 AJ2945  PID         -  AJ2945
 AJ2945  STATE/COUNTY-  IL/MCHENRY
 AJ2945  USGS QUAD   -  CRYSTAL LAKE (1992)
 AJ2945
 AJ2945                         *CURRENT SURVEY CONTROL
 AJ2945  ___________________________________________________________________
 AJ2945* NAD 83(1997)-  42 09 52.22424(N)    088 19 34.81646(W)     ADJUSTED  
 AJ2945* NAVD 88     -       273.5    (meters)     897.     (feet)  GPS OBS   
 AJ2945  ___________________________________________________________________
 AJ2945  X           -     138,291.979 (meters)                     COMP
 AJ2945  Y           -  -4,732,910.541 (meters)                     COMP
 AJ2945  Z           -   4,259,326.396 (meters)                     COMP
 AJ2945  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AJ2945  ELLIP HEIGHT-         239.80  (meters)          (02/03/05) GPS OBS
 AJ2945  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AJ2945
 AJ2945  HORZ ORDER  -  FIRST
 AJ2945  ELLP ORDER  -  FOURTH    CLASS II
 AJ2945
 AJ2945.The horizontal coordinates were established by GPS observations
 AJ2945.and adjusted by the National Geodetic Survey in April 2001..
 AJ2945
 AJ2945.The orthometric height was determined by GPS observations and a
 AJ2945.high-resolution geoid model.
 AJ2945
 AJ2945.Photographs are available for this station.
 AJ2945
 AJ2945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2945
 AJ2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2945
 AJ2945.The ellipsoidal height was determined by GPS observations
 AJ2945.and is referenced to NAD 83.
 AJ2945
 AJ2945.The geoid height was determined by GEOID03.
 AJ2945
 AJ2945;                    North         East     Units Scale Factor Converg.
 AJ2945;SPC IL E     -   610,374.742   300,578.067   MT  0.99997500   +0 00 16.9
 AJ2945;SPC IL E     - 2,002,537.80    986,146.54   sFT  0.99997500   +0 00 16.9
 AJ2945;UTM  16      - 4,668,892.802   390,438.237   MT  0.99974770   -0 53 25.5
 AJ2945
 AJ2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2945!SPC IL E     -   0.99996239  x   0.99997500  =   0.99993739
 AJ2945!UTM  16      -   0.99996239  x   0.99974770  =   0.99971010
 AJ2945
 AJ2945                          SUPERSEDED SURVEY CONTROL
 AJ2945
 AJ2945  ELLIP H (04/24/01)  239.81   (m)                       GP(       ) 4 1
 AJ2945
 AJ2945.Superseded values are not recommended for survey control.
 AJ2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2945.See file dsdata.txt to determine how the superseded data were derived.
 AJ2945
 AJ2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9043868893(NAD 83)
 AJ2945_MARKER: I = METAL ROD
 AJ2945_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2945+WITH SETTING: INFORMATION.
 AJ2945_STAMPING: ALGONQUIN
 AJ2945_MARK LOGO: IL0080
 AJ2945_PROJECTION: FLUSH
 AJ2945_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2945+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 AJ2945_ROD/PIPE-DEPTH:  2.4 meters
 AJ2945_SLEEVE-DEPTH  :  0.9 meters
 AJ2945
 AJ2945  HISTORY     - Date     Condition        Report By
 AJ2945  HISTORY     - 20000724 MONUMENTED       SECI
 AJ2945  HISTORY     - 20060902 GOOD             USGSNP
 AJ2945
 AJ2945                          STATION DESCRIPTION
 AJ2945
 AJ2945'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2945'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF ALGONQUIN IN
 AJ2945'SECTION 32, T43N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 31 AND
 AJ2945'EDGEWOOD RD PROCEED WEST ON EDGEWOOD RD 1.0 MI TO HANSON RD,
 AJ2945'THEN PROCEED NORTH 0.7 MI ON HANSON RD TO HARNISH RD, THEN
 AJ2945'PROCEED WEST 0.6 MI ON HARNISH RD TO THE STATION
 AJ2945'LOCATED IN THE NORTHEAST CORNER OF INTERSECTION OF HARNISH DR
 AJ2945'AND SAWMILL LN.  STATION IS 34 FT NORTH OF CENTERLINE OF HARNISH RD,
 AJ2945'65 FT EAST OF CENTERLINE OF ENTRANCE TO ALGONQUIN VILLAGE HALL
 AJ2945'(ADDRESS 2200),  15.5 FT NORTH OF BACK OF CURB OF HARNISH DR, AND 1.4
 AJ2945'FT NORTH OF CONCRETE SIDEWALK.   NOTE - ACCESS TO DATUM POINT
 AJ2945'THROUGH 6 INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 AJ2945'ANCHORED.  DATUM POINT IS 0.4 FT BELOW CAP. (WB)
 AJ2945' 
 AJ2945' 
 AJ2945' 
 AJ2945'
 AJ2945
 AJ2945                          STATION RECOVERY (2006)
 AJ2945
 AJ2945'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 AJ2945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1736 ***********************************************************************
 HB1736  DESIGNATION -  ALLEN
 HB1736  PID         -  HB1736
 HB1736  STATE/COUNTY-  IL/ALEXANDER
 HB1736  USGS QUAD   -  MILL CREEK (1996)
 HB1736
 HB1736                         *CURRENT SURVEY CONTROL
 HB1736  ___________________________________________________________________
 HB1736* NAD 83(1997)-  37 18 32.09564(N)    089 18 30.48579(W)     ADJUSTED  
 HB1736* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 HB1736  ___________________________________________________________________
 HB1736  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HB1736  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HB1736
 HB1736  HORZ ORDER  -  FIRST
 HB1736
 HB1736.The horizontal coordinates were established by classical geodetic methods
 HB1736.and adjusted by the National Geodetic Survey in October 1999..
 HB1736
 HB1736.The orthometric height was scaled from a topographic map.
 HB1736
 HB1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1736
 HB1736.The geoid height was determined by GEOID03.
 HB1736
 HB1736;                    North         East     Units Scale Factor Converg.
 HB1736;SPC IL W     -    71,616.264   776,075.816   MT  1.00001244   +0 31 12.7
 HB1736;SPC IL W     -   234,961.03  2,546,175.41   sFT  1.00001244   +0 31 12.7
 HB1736;UTM  16      - 4,131,640.996   295,420.674   MT  1.00011558   -1 23 58.8
 HB1736
 HB1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1736!SPC IL W     -   0.99996599  x   1.00001244  =   0.99997843
 HB1736!UTM  16      -   0.99996599  x   1.00011558  =   1.00008156
 HB1736
 HB1736|---------------------------------------------------------------------|
 HB1736| PID    Reference Object                     Distance      Geod. Az  |
 HB1736|                                                           dddmmss.s |
 HB1736| CI2880 ALLEN RM 2                           25.298 METERS 00027     |
 HB1736| CI2879 ALLEN RM 1                          124.359 METERS 23000     |
 HB1736| CI2878 ALLEN AZ MK                                        3264042.0 |
 HB1736|---------------------------------------------------------------------|
 HB1736
 HB1736                          SUPERSEDED SURVEY CONTROL
 HB1736
 HB1736  NAD 83(1997)-  37 18 32.10168(N)    089 18 30.48809(W) AD(       ) 1
 HB1736  NAD 83(1986)-  37 18 32.10424(N)    089 18 30.48993(W) AD(       ) 1
 HB1736  NAD 27      -  37 18 31.93400(N)    089 18 30.18200(W) AD(       ) 1
 HB1736
 HB1736.Superseded values are not recommended for survey control.
 HB1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1736.See file dsdata.txt to determine how the superseded data were derived.
 HB1736
 HB1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9542131641(NAD 83)
 HB1736_MARKER: DS = TRIANGULATION STATION DISK
 HB1736_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HB1736
 HB1736  HISTORY     - Date     Condition        Report By
 HB1736  HISTORY     - 1930     MONUMENTED       CGS
 HB1736  HISTORY     - 1938     GOOD             CGS
 HB1736
 HB1736                          STATION DESCRIPTION
 HB1736
 HB1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1736'ABOUT 2-1/2 MILES WEST OF ELCO, ON LAND OWNED BY S.J. ALLEN IN SE 1/4
 HB1736'SE 1/4 SEC. 10, T. 14 S., R. 2W., 3RD P.M., 25 METERS
 HB1736'(82 FEET) WEST OF HIGHEST PART OF
 HB1736'CULLICK HILL, 26 METERS (85 FEET) SOUTH EDGE OF TIMBER WHERE HILL
 HB1736'BREAKS ABRUPTLY TO NORTHWARD, AND 70 METERS (230 FEET)
 HB1736'WEST OF ROW OF TREES.  TO REACH FROM ELCO TAKE ROAD LEADING WEST
 HB1736'ONE BLOCK NORTH OF POST OFFICE, AND FOLLOW UP VALLEY 3.3 MILES TO
 HB1736'LANE TURNING LEFT, JUST OVER SUMMIT OF STEEP HILL, FOLLOW
 HB1736'LANE SOUTHEAST 0.2 MILE TO DESERTED HOUSE, THENCE NORTHEAST 200
 HB1736'METERS (656 FEET) TO STATION SITE.  MARK IS STANDARD DISK
 HB1736'STATION MARK IN CONCRETE, 18 INCHES BELOW SURFACE OF
 HB1736'GROUND. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 HB1736'CONCRETE. NO.1 IS AT EDGE OF FIELD, JUST EAST OF SMALL
 HB1736'DRAW WHICH EXTENDS INTO FIELD A SHORT DISTANCE, AND 25.29
 HB1736'METERS (83.0 FEET) FROM STATION.  NO. 2
 HB1736'IS IN ROW OF SMALL PEACH TREES ALONG SOUTHERN EDGE OF FIELD, JUST
 HB1736'NORTH OF ROAD ALONG EDGE OF FIELD, 100 METERS (328 FEET)
 HB1736'EAST OF HOUSE.
 HB1736
 HB1736                          STATION RECOVERY (1938)
 HB1736
 HB1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1736'STATION IS LOCATED ABOUT 10 MILES WEST OF SOUTH OF JONESBORO, ABOUT 7
 HB1736'MILES EAST OF MCCLURE, IN THE SOUTHEAST QUARTER OF SEC.
 HB1736'10, T. 14 S., R. 2 W., ON LAND OWNED BY S. J. ALLEN, ABOUT 2.5 MILES
 HB1736'WEST OF ELCO.
 HB1736'
 HB1736'MARKS WERE RECOVERD IN GOOD CONDITION. STATION IS ON TOP OF HILL,
 HB1736'NORTH CENTER, ABOUT 650 FEET NORTHEAST OF SMALL SHACK, 83 FEET
 HB1736'ALMOST DUE SOUTH OF REFERENCE MARK NO.2, WHICH IS AT NORTH EDGE OF
 HB1736'FIELD THAT STATION IS IN (FIELD IS IN CULTIVATION). MARK IS 15
 HB1736'INCHES BELOW SURFACE OF GROUND.
 HB1736'
 HB1736'REACHED FROM EAST END OF BRIDGE OVER MISSISSIPPI RIVER AT CAPE
 HB1736'GIRARDEAU BY DRIVING EAST ON STATE HIGHWAY 146 FOR 5.1 MILES
 HB1736'TO CROSSROADS LEADING TO MCCLURE, TURN RIGHT 0.3 MILE TO MCCLURE POST
 HB1736'OFFICE, FROM POST OFFFICE TAKE DIRT ROAD EASTWARD 2.15
 HB1736'MILES TO BRIDGE AND FORKS, TAKE RIGHT FORK (GRAVELED) 2.4 MILES TO
 HB1736'FORKS, TAKE RIGHT FORK (GRAVELED) 2.5 MILES TO SIDE ROAD, TURN
 HB1736'LEFT 0.5 MILE TO A FORD, CONTINUE 2.1 MILES TO FORKS, TAKE RIGHT FORK
 HB1736'(GRAVELED) 0.25 MILE TO LANE LEADING RIGHT NEAR TOP OF
 HB1736'HILL, THENCE RIGHT IN LANE 0.15 MILE TO SMALL SHACK AND END
 HB1736'OF TRUCK TRAVEL. CROSS FIELD NORTHEAST 650 FEET TO STATION.
 HB1736'
 HB1736'REFERENCE MARKS ARE NUMBERED WRONG IN ORIGINAL DESCRIPTION.
 HB1736'
 HB1736'REFERENCE MARK NO. 2 IS AT NORTH EDGE OF FIELD, SOUTH SIDE OF WOODS,
 HB1736'JUST EAST OF A SMALL DRAW WHICH EXTENDS INTO FIELD A SHORT
 HB1736'DISTANCE. DISTANCE FROM STATION IS 83.00 FEET.
 HB1736'
 HB1736'REFERENCE MARK NO.1 IS SOUTHWEST OF STATION APPROXIMATELY 408 FEET,
 HB1736'ABOUT 328 FEET EAST OF SMALL SHACK, 15 FEET SOUTH OF FIELD
 HB1736'ROAD. PEACH TREES MENTIONED IN ORIGINAL DESCRIPTION ARE GONE.
 HB1736'REFERENCE MARKS ARE FLUSH WITH GROUND.
 HB1736'
 HB1736'ONE NEW MARK WAS SET. AZIMUTH MARK 1938, IS NORTH-NORTHWEST
 HB1736'OF STATION ABOUT 1 MILE. TO REACH FROM STATION GO NORTH
 HB1736'ON LANE 0.15 MILE TO GRAVELED ROAD, THENCE LEFT 0.25 MILE DOWN HILL
 HB1736'TO SIDE ROAD, BASS HILL FIRE TOWER ROAD, TURN RIGHT AND GO
 HB1736'0.95 MILE, THIS IS ABOUT 0.15 MILE SOUTHEAST OF FIRE TOWER. MARK IS
 HB1736'ABOUT 100 FEET EAST OF ROAD AT EAST EDGE OF CULTIVATED FIELD
 HB1736'AND EDGE OF HILL, AND PROJECTS ABOUT 6 INCHES.
 HB1736'
 HB1736'A 116-FOOT TOWER IS NEEDED AT THIS STATION TO CLEAR TIMBER ON LINE TO
 HB1736'GIRARDEAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1032 ***********************************************************************
 NH1032  DESIGNATION -  ALLENDALE FARM SCHOOL TANK
 NH1032  PID         -  NH1032
 NH1032  STATE/COUNTY-  IL/LAKE
 NH1032  USGS QUAD   -  ANTIOCH (1993)
 NH1032
 NH1032                         *CURRENT SURVEY CONTROL
 NH1032  ___________________________________________________________________
 NH1032* NAD 83(1997)-  42 25 15.32793(N)    088 05 44.98681(W)     ADJUSTED  
 NH1032* NAVD 88     -                                                        
 NH1032  ___________________________________________________________________
 NH1032  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NH1032  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NH1032
 NH1032  HORZ ORDER  -  THIRD
 NH1032
 NH1032.The horizontal coordinates were established by classical geodetic methods
 NH1032.and adjusted by the National Geodetic Survey in October 1999..
 NH1032
 NH1032
 NH1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1032
 NH1032.The geoid height was determined by GEOID03.
 NH1032
 NH1032;                    North         East     Units Scale Factor Converg.
 NH1032;SPC IL E     -   638,883.948   319,546.663   MT  0.99997970   +0 09 36.8
 NH1032;SPC IL E     - 2,096,071.75  1,048,379.34   sFT  0.99997970   +0 09 36.8
 NH1032;SPC WI S     -    48,551.531   756,716.536   MT  1.00007762   +1 18 30.1
 NH1032;SPC WI S     -   159,289.48  2,482,660.84   sFT  1.00007762   +1 18 30.1
 NH1032;UTM  16      - 4,697,094.311   409,846.042   MT  0.99970000   -0 44 21.4
 NH1032
 NH1032                          SUPERSEDED SURVEY CONTROL
 NH1032
 NH1032  NAD 83(1997)-  42 25 15.32778(N)    088 05 44.98738(W) AD(       ) 4
 NH1032  NAD 83(1997)-  42 25 15.32661(N)    088 05 44.99441(W) AD(       ) 4
 NH1032  NAD 83(1986)-  42 25 15.32574(N)    088 05 45.00005(W) AD(       ) 4
 NH1032  NAD 27      -  42 25 15.26000(N)    088 05 44.69000(W) AD(       ) 3
 NH1032
 NH1032.Superseded values are not recommended for survey control.
 NH1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1032.See file dsdata.txt to determine how the superseded data were derived.
 NH1032
 NH1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0984697094(NAD 83)
 NH1032_MARKER: 53 = ELEVATED TANK
 NH1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1032+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 NH1032
 NH1032  HISTORY     - Date     Condition        Report By
 NH1032  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1032  HISTORY     - 1946     GOOD             CGS
 NH1032  HISTORY     - 19940505 GOOD             USPSQD
 NH1032  HISTORY     - 20010429 GOOD             USPSQD
 NH1032  HISTORY     - 20031027 GOOD             USPSQD
 NH1032
 NH1032                          STATION DESCRIPTION
 NH1032
 NH1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1032'THIS STATION IS THE SLIM CHOCOLATE-COLORED TANK AT THE ALLENDALE
 NH1032'FARM SCHOOL, ABOUT 1.1 MILES NORTHWEST OF THE VILLAGE OF LAKE
 NH1032'VILLA, ILLINOIS.  IT IS AT THE WEST END OF VILLA LAKE, ABOUT
 NH1032'90 FEET EAST OF THE POWERHOUSE, AT THE WEST EDGE OF THE
 NH1032'GROUNDS.  THE TANK WAS ERECTED IN 1923 AND IS FAIRLY PROMINENT.
 NH1032'
 NH1032'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 80 FEET HIGH.  THE
 NH1032'OVAL SECTION EXTENDS DOWNWARD ABOUT 8 FEET.  THE VERTICAL
 NH1032'SECTION IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL AROUND
 NH1032'ITS BASE.  THE STEEP CONICAL ROOF HAS A BALL AT ITS APEX.
 NH1032'THE TOTAL HEIGHT IS ABOUT 110 FEET.
 NH1032
 NH1032                          STATION RECOVERY (1946)
 NH1032
 NH1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CDM)
 NH1032'STATION WAS OBSERVED AS DESCRIBED.
 NH1032
 NH1032                          STATION RECOVERY (1994)
 NH1032
 NH1032'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1032'RECOVERED IN GOOD CONDITION.
 NH1032
 NH1032                          STATION RECOVERY (2001)
 NH1032
 NH1032'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 NH1032'RECOVERED IN GOOD CONDITION.
 NH1032
 NH1032                          STATION RECOVERY (2003)
 NH1032
 NH1032'RECOVERY NOTE BY US POWER SQUADRON 2003 (EFU)
 NH1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2093 ***********************************************************************
 JA2093  DESIGNATION -  ALLENDALE MUNICIPAL TANK
 JA2093  PID         -  JA2093
 JA2093  STATE/COUNTY-  IL/WABASH
 JA2093  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA2093
 JA2093                         *CURRENT SURVEY CONTROL
 JA2093  ___________________________________________________________________
 JA2093* NAD 83(1997)-  38 31 42.01786(N)    087 42 56.54832(W)     ADJUSTED  
 JA2093* NAVD 88     -                                                        
 JA2093  ___________________________________________________________________
 JA2093  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 JA2093  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA2093
 JA2093  HORZ ORDER  -  THIRD
 JA2093
 JA2093.The horizontal coordinates were established by classical geodetic methods
 JA2093.and adjusted by the National Geodetic Survey in October 1999..
 JA2093
 JA2093
 JA2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2093
 JA2093.The geoid height was determined by GEOID03.
 JA2093
 JA2093;                    North         East     Units Scale Factor Converg.
 JA2093;SPC IL E     -   206,800.532   353,854.952   MT  1.00001070   +0 23 05.0
 JA2093;SPC IL E     -   678,478.08  1,160,939.12   sFT  1.00001070   +0 23 05.0
 JA2093;SPC IN W     -   364,327.956   844,859.425   MT  1.00000409   -0 23 38.1
 JA2093;SPC IN W     - 1,195,299.30  2,771,842.96   sFT  1.00000409   -0 23 38.1
 JA2093;UTM  16      - 4,264,680.607   437,615.888   MT  0.99964793   -0 26 45.0
 JA2093
 JA2093                          SUPERSEDED SURVEY CONTROL
 JA2093
 JA2093  NAD 83(1997)-  38 31 42.01788(N)    087 42 56.54780(W) AD(       ) 4
 JA2093  NAD 83(1986)-  38 31 42.02764(N)    087 42 56.54841(W) AD(       ) 4
 JA2093  NAD 27      -  38 31 41.85268(N)    087 42 56.44365(W) AD(       ) 3
 JA2093
 JA2093.Superseded values are not recommended for survey control.
 JA2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2093.See file dsdata.txt to determine how the superseded data were derived.
 JA2093
 JA2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3761664681(NAD 83)
 JA2093_MARKER: 53 = ELEVATED TANK
 JA2093
 JA2093  HISTORY     - Date     Condition        Report By
 JA2093  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2093
 JA2093                          STATION DESCRIPTION
 JA2093
 JA2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2093'STATION IS LOCATED IN THE WEST EDGE OF VILLAGE OF ALLENDALE.
 JA2093'
 JA2093'TO REACH FROM THE POST OFFICE IN ALLENDALE, GO WEST ON MAIN STREET
 JA2093'FOR 0.3 MILE TO A
 JA2093'JOG IN STREET.  CONTINUE WEST ON MAIN STREET FOR
 JA2093'0.1 MILE TO STATION AT END OF STREET AS DESCRIBED.
 JA2093'
 JA2093'THE TANK IS SPHERICAL SHAPE AND ATOP A SINGLE VERTICAL COLUMN, IS
 JA2093'ABOUT 125 FEET
 JA2093'HIGH, IS PAINTED SILVER AND HAS ALLENDALE PAINTED ON SIDE.
 JA2093'
 JA2093'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0112 ***********************************************************************
 KB0112  DESIGNATION -  ALLISON
 KB0112  PID         -  KB0112
 KB0112  STATE/COUNTY-  IL/DOUGLAS
 KB0112  USGS QUAD   -  ARCOLA (1983)
 KB0112
 KB0112                         *CURRENT SURVEY CONTROL
 KB0112  ___________________________________________________________________
 KB0112* NAD 83(1997)-  39 41 43.43864(N)    088 17 09.67432(W)     ADJUSTED  
 KB0112* NAVD 88     -       199.751  (meters)     655.35   (feet)  ADJUSTED  
 KB0112  ___________________________________________________________________
 KB0112  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 KB0112  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0112  DYNAMIC HT  -         199.642 (meters)     654.99  (feet)  COMP
 KB0112  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 KB0112
 KB0112  HORZ ORDER  -  SECOND
 KB0112  VERT ORDER  -  SECOND    CLASS 0
 KB0112
 KB0112.The horizontal coordinates were established by classical geodetic methods
 KB0112.and adjusted by the National Geodetic Survey in October 1999..
 KB0112
 KB0112.The orthometric height was determined by differential leveling
 KB0112.and adjusted by the National Geodetic Survey in June 1991..
 KB0112
 KB0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0112
 KB0112.The geoid height was determined by GEOID03.
 KB0112
 KB0112.The dynamic height is computed by dividing the NAVD 88
 KB0112.geopotential number by the normal gravity value computed on the
 KB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0112.degrees latitude (g = 980.6199 gals.).
 KB0112
 KB0112.The modeled gravity was interpolated from observed gravity values.
 KB0112
 KB0112;                    North         East     Units Scale Factor Converg.
 KB0112;SPC IL E     -   336,181.928   304,058.006   MT  0.99997520   +0 01 48.8
 KB0112;SPC IL E     - 1,102,956.88    997,563.64   sFT  0.99997520   +0 01 48.8
 KB0112;UTM  16      - 4,394,740.877   389,737.737   MT  0.99974968   -0 49 17.3
 KB0112
 KB0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0112!SPC IL E     -   0.99997370  x   0.99997520  =   0.99994890
 KB0112!UTM  16      -   0.99997370  x   0.99974968  =   0.99972338
 KB0112
 KB0112:                Primary Azimuth Mark                     Grid Az
 KB0112:SPC IL E     -  ALLISON 1959 AZ MK                       091 21 39.4
 KB0112:UTM  16      -  ALLISON 1959 AZ MK                       092 12 45.5
 KB0112
 KB0112|---------------------------------------------------------------------|
 KB0112| PID    Reference Object                     Distance      Geod. Az  |
 KB0112|                                                           dddmmss.s |
 KB0112| KB1165 ALLISON 1959 AZ MK                  434.926 METERS 0912328.2 |
 KB0112| KB0114 ALLISON RM 1                         15.073 METERS 18150     |
 KB0112| KB0113 ALLISON RM 3                         15.099 METERS 18153     |
 KB0112| KB1162 ARCOLA MUNICIPAL TANK               APPROX. 2.1 KM 2402010.1 |
 KB0112| KB1164 ARCOLA MUNICIPAL TANK 1980          APPROX. 2.1 KM 2404939.0 |
 KB0112| KB0111 ALLISON RM 2                         19.578 METERS 27106     |
 KB0112| KB1163 BOURBON TRUNKLN GAS MICROWAVE       APPROX. 7.4 KM 2832651.0 |
 KB0112|---------------------------------------------------------------------|
 KB0112
 KB0112                          SUPERSEDED SURVEY CONTROL
 KB0112
 KB0112  NAD 83(1997)-  39 41 43.43798(N)    088 17 09.67241(W) AD(       ) 2
 KB0112  NAD 83(1986)-  39 41 43.45034(N)    088 17 09.66946(W) AD(       ) 2
 KB0112  NAD 27      -  39 41 43.33440(N)    088 17 09.50250(W) AD(       ) 2
 KB0112  NGVD 29 (??/??/92)  199.830  (m)          655.61   (f) ADJ UNCH    2 0
 KB0112
 KB0112.Superseded values are not recommended for survey control.
 KB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0112.See file dsdata.txt to determine how the superseded data were derived.
 KB0112
 KB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8973894741(NAD 83)
 KB0112_MARKER: DS = TRIANGULATION STATION DISK
 KB0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0112_STAMPING: ALLISON 1959
 KB0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0112+STABILITY: SURFACE MOTION
 KB0112
 KB0112  HISTORY     - Date     Condition        Report By
 KB0112  HISTORY     - 1959     MONUMENTED       CGS
 KB0112  HISTORY     - 1959     GOOD             CGS
 KB0112  HISTORY     - 1972     GOOD             ILDT
 KB0112  HISTORY     - 1972     GOOD             NGS
 KB0112  HISTORY     - 1973     GOOD             ILHD
 KB0112  HISTORY     - 1980     GOOD             NGS
 KB0112
 KB0112                          STATION DESCRIPTION
 KB0112
 KB0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0112'THE STATION IS LOCATED ABOUT 1.0 MILE EAST OF ARCOLA AND ABOUT 1.0
 KB0112'MILE NORTH OF STATE HIGHWAY 133.
 KB0112'
 KB0112'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 KB0112'HIGHWAY 133 IN THE SOUTH EDGE OF ARCOLA, GO EAST ON STATE HIGHWAY
 KB0112'133 FOR 1.4 MILES TO CROSSROADS, TURN LEFT AND GO NORTH FOR 1.0 MILE
 KB0112'TO CROSSROADS, TURN LEFT AND GO WEST FOR 0.15 MILE TO THE FARM
 KB0112'RESIDENCE OF MR. C.V. MOORE AND THE STATION ON RIGHT AS DESCRIBED.
 KB0112'
 KB0112'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A 10 X 10
 KB0112'INCH CONCRETE POST SET FLUSH WITH THE SURFACE OF GROUND AND THE
 KB0112'DISK IS STAMPED ALLISON 1959. IT IS 39 FEET WEST OF THE APPROXIMATE
 KB0112'CENTER OF DRIVEWAY, 24 FEET NORTH OF APPROXIMATE CENTER OF ROAD,
 KB0112'2 FEET SOUTH OF FENCE AND 2 FEET SOUTH-SOUTHEAST OF WITNESS POST.
 KB0112'
 KB0112'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB0112'A 10 X 10 INCH CONCRETE POST PROJECTING ABOUT 3 INCHES AND THE
 KB0112'DISK IS STAMPED ALLISON NO 1 1959. IT IS 131 FEET WEST OF POWER LINE
 KB0112'POLE AND 26 FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD.
 KB0112'
 KB0112'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB0112'A 10 X 10 INCH CONCRETE POST PROJECTING ABOUT 2 INCHES AND THE
 KB0112'DISK IS STAMPED ALLISON NO 2 1959. IT IS 24 FEET NORTH OF THE
 KB0112'APPROXIMATE CENTER OF ROAD, 2.8 FEET EAST OF TELEPHONE POLE
 KB0112'AND 1.4 FEET SOUTH OF FENCE.
 KB0112'
 KB0112'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A 10 X 10
 KB0112'INCH CONCRETE POST PROJECTING ABOUT 4 INCHES AND THE DISK IS
 KB0112'STAMPED ALLISON 1959. IT IS 16 FEET EAST OF THE APPROXIMATE CENTER OF
 KB0112'DRIVEWAY, 21.6 FEET SOUTH OF APPROXIMATE CENTER OF ROAD,
 KB0112'13.6 FEET NORTH-NORTHEAST OF POWER LINE POLE AND 2 FEET WEST OF
 KB0112'WITNESS POST.
 KB0112'
 KB0112'TO REACH THE AZIMUTH FROM THE STATION, GO EAST FOR 0.15 MILE TO
 KB0112'CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A DRIVEWAY
 KB0112'LEADING RIGHT AND THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 KB0112'
 KB0112'ADDITIONAL OBJECTS VISIBLE FROM THE GROUND FOLLOW.
 KB0112'
 KB0112'HEIGHT OF LIGHT ABOVE STATION MARK 3.64 METERS.
 KB0112
 KB0112                          STATION RECOVERY (1959)
 KB0112
 KB0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0112'2.6 MI NE FROM ARCOLA.
 KB0112'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 133 FROM ITS JUNCTION
 KB0112'WITH U.S. HIGHWAY 45 IN ARCOLA, THENCE 1.0 MILES NORTH ALONG AN
 KB0112'ASPHALT ROAD, THENCE 0.1 MILE WEST ALONG A BRICK PAVED ROAD, AT
 KB0112'A DRIVEWAY NORTH TO A FARM HOUSE, 25 1/2 FEET NORTH OF THE
 KB0112'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 42 FEET WEST
 KB0112'OF THE CENTER LINE OF THE DRIVEWAY, 32 FEET WEST OF A FENCE
 KB0112'CORNER, 24 1/2 FEET EAST OF THE EAST END OF A BOARD GATE, 2.1
 KB0112'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB0112'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KB0112'GROUND.
 KB0112
 KB0112                          STATION RECOVERY (1972)
 KB0112
 KB0112'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 KB0112'STATION FOUND IN GOOD CONDITION AS DESCRIBED.  RM 1 WAS DESTROYED.
 KB0112
 KB0112                          STATION RECOVERY (1972)
 KB0112
 KB0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KB0112'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 KB0112'IN GOOD CONDITION.  REFERENCE MARK 1 FOUND WITH THE TOP PORTION
 KB0112'SHEARED OFF AND THE DISK GONE.  REFERENCE MARK 3 WAS SET USING THE
 KB0112'MONUMENT SINCE IT WAS FOUND SOLID.  THE DISTANCE AND DIRECTION TO
 KB0112'REFERENCE MARK 2 CHECKED AS DID THE DIRECTION TO THE MAST.  A NEW
 KB0112'DESCRIPTION FOLLOWS--
 KB0112'
 KB0112'THE STATION IS 25 FEET NORTH OF THE CENTERLINE OF BRICK PAVED ROAD,
 KB0112'2 FEET SOUTH OF A FENCE, 2 FEET SOUTH OF A METAL WITNESS POST, 42
 KB0112'FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 42 FEET EAST OF A
 KB0112'FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KB0112'ALLISON 1959.
 KB0112'
 KB0112'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 133 AND
 KB0112'INTERSTATE HIGHWAT 57 (AT THE EAST EDGE OF ARCOLA), GO EAST ON
 KB0112'HIGHWAY 133 FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 KB0112'THE PAVED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST
 KB0112'ON BRICK PAVED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 KB0112'
 KB0112'REFERENCE MARK 2 IS 106 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY,
 KB0112'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 22 FEET WEST OF THE
 KB0112'FENCE CORNER AND 2 FEET SOUTH OF A FENCE.  THE MONUMENT PROJECTS 3
 KB0112'INCHES AND THE DISK IS STAMPED ALLISON NO 2 1959.
 KB0112'
 KB0112'REFERENCE MARK 3 IS 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KB0112'43 FEET WEST OF THE EXTENDED CENTERLINE OF THE DRIVEWAY AND 1 FOOT
 KB0112'WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 KB0112'THE DISK IS STAMPED ALLISON 1959 NO 3 1972.
 KB0112'
 KB0112'THE AZIMUTH MARK IS 0.25 MILE EAST ALONG THE PAVED ROAD FROM THE
 KB0112'STATION, 16 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 22 FEET
 KB0112'SOUTH OF THE CENTERLINE OF THE ROAD AND 2 FEET WEST OF A METAL
 KB0112'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KB0112'STAMPED ALLISON 1959.
 KB0112'
 KB0112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT ABOUT 1-1/2
 KB0112'MILES NORTHEAST OF ARCOLA.
 KB0112'
 KB0112'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB0112
 KB0112                          STATION RECOVERY (1973)
 KB0112
 KB0112'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0112'RECOVERED IN GOOD CONDITION.
 KB0112
 KB0112                          STATION RECOVERY (1980)
 KB0112
 KB0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB0112'THE STATION MARK, REFERENCE MARKS 2, 3, AND THE AZIMUTH
 KB0112'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 KB0112'DIRECTIONS TO THE REFERENCE MARKS CHECKED ADEQUATE.
 KB0112'THE STATION IS LOCATED ABOUT 1.6 KM NORTHEAST OF ARCOLA, ON
 KB0112'ROAD RIGHT-OF-WAY, AND IN FRONT OF MR. C.V. MOORES RESIDENCE.
 KB0112'
 KB0112'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 KB0112'AND STATE HIGHWAY 133 IN ARCOLA, GO EAST ON STATE HIGHWAY 133
 KB0112'FOR 2.25 KM (1.4 MI) TO A CROSSROAD.  TURN LEFT AND GO
 KB0112'NORTH ON A PAVED ROAD FOR 1.6 KM (1.0 MI) TO A CROSSROAD.
 KB0112'TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.16 KM (0.1 MI)
 KB0112'TO THE STATION AND THE RESIDENCE OF MR. C.V. MOORE ON THE RIGHT.
 KB0112'
 KB0112'THE STATION IS A STANDARD CGS DISK
 KB0112'STAMPED---ALLISON 1959---,
 KB0112'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB0112'FLUSH WITH GROUND.  IT IS LOCATED
 KB0112'12.5 METERS WEST FROM THE CENTER OF A DRIVEWAY,
 KB0112'7.5 METERS NORTH FROM THE CENTER OF THE PAVED ROAD,
 KB0112'0.70 METER SOUTH FROM A FENCE, AND
 KB0112'0.60 METER SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 KB0112'
 KB0112'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 KB0112'STAMPED---ALLISON NO 2 1959---,
 KB0112'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB0112'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 KB0112'8.0 METERS NORTH FROM THE CENTER OF THE PAVED ROAD,
 KB0112'6.7 METERS WEST FROM A CORNER POST FOR A FENCE,
 KB0112'1.44 METERS EAST-SOUTHEAST FROM A METAL WITNESS POST, AND
 KB0112'0.55 METER SOUTH FROM A FENCE.
 KB0112'MARK IS LEVEL WITH STATION.
 KB0112'
 KB0112'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 KB0112'STAMPED---ALLISON 1959 NO 3 1972---,
 KB0112'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 KB0112'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 KB0112'20.2 METERS SOUTHEAST FROM A CORNER POST,
 KB0112'18.5 METERS SOUTHWEST FROM A CORNER POST,
 KB0112'8.0 METERS SOUTH FROM THE CENTER OF THE PAVED ROAD, AND
 KB0112'0.35 METER WEST-SOUTHWEST FROM A METAL WITNESS POST.
 KB0112'MARK IS LEVEL WITH STATION.
 KB0112'
 KB0112'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 KB0112'STAMPED---ALLISON 1959---,
 KB0112'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB0112'FLUSH WITH GROUND.  IT IS LOCATED
 KB0112'6.2 METERS SOUTH FROM THE CENTER OF THE PAVED ROAD,
 KB0112'5.4 METERS EAST FROM AN ENTRANCE ROAD TO A FIELD, AND
 KB0112'0.17 METER SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 KB0112'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON THE PAVED
 KB0112'ROAD FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
 KB0112'
 KB0112'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1165 ***********************************************************************
 KB1165  DESIGNATION -  ALLISON 1959 AZ MK
 KB1165  PID         -  KB1165
 KB1165  STATE/COUNTY-  IL/DOUGLAS
 KB1165  USGS QUAD   -  ARCOLA (1983)
 KB1165
 KB1165                         *CURRENT SURVEY CONTROL
 KB1165  ___________________________________________________________________
 KB1165* NAD 83(1997)-  39 41 43.09587(N)    088 16 51.42515(W)     ADJUSTED  
 KB1165* NAVD 88     -       197.9    (meters)     649.     (feet)  VERTCON   
 KB1165  ___________________________________________________________________
 KB1165  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 KB1165  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB1165
 KB1165  HORZ ORDER  -  SECOND
 KB1165
 KB1165.The horizontal coordinates were established by classical geodetic methods
 KB1165.and adjusted by the National Geodetic Survey in October 1999..
 KB1165
 KB1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1165
 KB1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1165
 KB1165.The geoid height was determined by GEOID03.
 KB1165
 KB1165;                    North         East     Units Scale Factor Converg.
 KB1165;SPC IL E     -   336,171.599   304,492.798   MT  0.99997525   +0 02 00.4
 KB1165;SPC IL E     - 1,102,922.99    998,990.12   sFT  0.99997525   +0 02 00.4
 KB1165;UTM  16      - 4,394,724.089   390,172.229   MT  0.99974850   -0 49 05.6
 KB1165
 KB1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1165!SPC IL E     -   0.99997398  x   0.99997525  =   0.99994924
 KB1165!UTM  16      -   0.99997398  x   0.99974850  =   0.99972249
 KB1165
 KB1165:                Primary Azimuth Mark                     Grid Az
 KB1165:SPC IL E     -  ARCOLA MUNICIPAL TANK 1980               245 51 09.6
 KB1165:UTM  16      -  ARCOLA MUNICIPAL TANK 1980               246 42 15.6
 KB1165
 KB1165|---------------------------------------------------------------------|
 KB1165| PID    Reference Object                     Distance      Geod. Az  |
 KB1165|                                                           dddmmss.s |
 KB1165| KB1164 ARCOLA MUNICIPAL TANK 1980          APPROX. 2.5 KM 2455310.0 |
 KB1165| KB0112 ALLISON                             434.926 METERS 2712339.9 |
 KB1165|---------------------------------------------------------------------|
 KB1165
 KB1165                          SUPERSEDED SURVEY CONTROL
 KB1165
 KB1165  NAD 83(1997)-  39 41 43.09517(N)    088 16 51.42325(W) AD(       ) 2
 KB1165  NAD 83(1986)-  39 41 43.10752(N)    088 16 51.42029(W) AD(       ) 2
 KB1165  NAD 27      -  39 41 42.99164(N)    088 16 51.25390(W) AD(       ) 2
 KB1165  NGVD 29 (07/19/86)  198.0    (m)          650.     (f) VERT ANG       
 KB1165
 KB1165.Superseded values are not recommended for survey control.
 KB1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1165.See file dsdata.txt to determine how the superseded data were derived.
 KB1165
 KB1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9017294724(NAD 83)
 KB1165_MARKER: DZ = AZIMUTH MARK DISK
 KB1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1165+STABILITY: SURFACE MOTION
 KB1165
 KB1165  HISTORY     - Date     Condition        Report By
 KB1165  HISTORY     - 1980     MONUMENTED       NGS
 KB1165
 KB1165                          STATION DESCRIPTION
 KB1165
 KB1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1165'THE STATION IS LOCATED ABOUT 1.6 KM NORTHEAST OF
 KB1165'ARCOLA ON ROAD RIGHT-OF-WAY.
 KB1165'
 KB1165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 KB1165'AND STATE HIGHWAY 133 IN ARCOLA, GO EAST ON STATE HIGHWAY 133
 KB1165'FOR 2.25 KM (1.4 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH
 KB1165'ON A PAVED ROAD FOR 1.6 KM (1.0 MI) TO A CROSSROAD.  TURN
 KB1165'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.24 KM (0.15 MI)
 KB1165'TO THE STATION ON THE RIGHT.
 KB1165'
 KB1165'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 KB1165'STAMPED---ALLISON 1959---,
 KB1165'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB1165'FLUSH WITH GROUND.  IT IS LOCATED
 KB1165'6.2 METERS SOUTH FROM THE CENTER OF THE PAVED ROAD,
 KB1165'5.4 METERS EAST FROM AN ENTRANCE ROAD TO A FIELD, AND
 KB1165'0.17 METER SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 KB1165'
 KB1165'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0114 ***********************************************************************
 KB0114  DESIGNATION -  ALLISON RM 1
 KB0114  PID         -  KB0114
 KB0114  STATE/COUNTY-  IL/DOUGLAS
 KB0114  USGS QUAD   -  ARCOLA (1983)
 KB0114
 KB0114                         *CURRENT SURVEY CONTROL
 KB0114  ___________________________________________________________________
 KB0114* NAD 83(1986)-  39 41 43.     (N)    088 17 09.     (W)     SCALED    
 KB0114* NAVD 88     -       199.902  (meters)     655.85   (feet)  ADJUSTED  
 KB0114  ___________________________________________________________________
 KB0114  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0114  DYNAMIC HT  -         199.793 (meters)     655.49  (feet)  COMP
 KB0114  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 KB0114
 KB0114  VERT ORDER  -  SECOND    CLASS 0
 KB0114
 KB0114.The horizontal coordinates were scaled from a topographic map and have
 KB0114.an estimated accuracy of +/- 6 seconds.
 KB0114
 KB0114.The orthometric height was determined by differential leveling
 KB0114.and adjusted by the National Geodetic Survey in June 1991..
 KB0114
 KB0114.The geoid height was determined by GEOID03.
 KB0114
 KB0114.The dynamic height is computed by dividing the NAVD 88
 KB0114.geopotential number by the normal gravity value computed on the
 KB0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0114.degrees latitude (g = 980.6199 gals.).
 KB0114
 KB0114.The modeled gravity was interpolated from observed gravity values.
 KB0114
 KB0114;                    North         East    Units  Estimated Accuracy
 KB0114;SPC IL E     -   336,170.      304,070.      MT  (+/- 180 meters Scaled)
 KB0114
 KB0114                          SUPERSEDED SURVEY CONTROL
 KB0114
 KB0114  NGVD 29 (??/??/92)  199.981  (m)          656.10   (f) ADJ UNCH    2 0
 KB0114
 KB0114.Superseded values are not recommended for survey control.
 KB0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0114.See file dsdata.txt to determine how the superseded data were derived.
 KB0114
 KB0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ897947(NAD 83)
 KB0114_MARKER: DR = REFERENCE MARK DISK
 KB0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0114_STAMPING: ALLISON NO 1 1959
 KB0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0114+STABILITY: SURFACE MOTION
 KB0114
 KB0114  HISTORY     - Date     Condition        Report By
 KB0114  HISTORY     - 1959     MONUMENTED       CGS
 KB0114  HISTORY     - 1973     GOOD             ILHD
 KB0114
 KB0114                          STATION DESCRIPTION
 KB0114
 KB0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0114'2.6 MI NE FROM ARCOLA.
 KB0114'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 133 FROM ITS JUNCTION
 KB0114'WITH U.S. HIGHWAY 45 IN ARCOLA, THENCE 1.0 MILES NORTH ALONG AN
 KB0114'ASPHALT ROAD, THENCE 0.1 MILES WEST ALONG A BRICK PAVED ROAD, AT
 KB0114'A DRIVEWAY NORTH TO A FARM HOUSE, 26 FEET SOUTH OF THE CENTER
 KB0114'LINE OF THE ROAD, 43 FEET WEST OF THE CENTER LINE (EXTENDED) OF
 KB0114'THE DRIVEWAY, 57 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM
 KB0114'THE EAST END OF A BOARD GATE, 62 FEET SOUTHWEST AND ACROSS THE
 KB0114'ROAD FROM A FENCE CORNER, 49.5 FEET SOUTH OF TRIANGULATION
 KB0114'STATION ALLISON, 51.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 KB0114'1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 KB0114'CONCRETE POST PROJECTING 5 INCHES.
 KB0114
 KB0114                          STATION RECOVERY (1973)
 KB0114
 KB0114'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0111 ***********************************************************************
 KB0111  DESIGNATION -  ALLISON RM 2
 KB0111  PID         -  KB0111
 KB0111  STATE/COUNTY-  IL/DOUGLAS
 KB0111  USGS QUAD   -  ARCOLA (1983)
 KB0111
 KB0111                         *CURRENT SURVEY CONTROL
 KB0111  ___________________________________________________________________
 KB0111* NAD 83(1986)-  39 41 43.     (N)    088 17 09.     (W)     SCALED    
 KB0111* NAVD 88     -       199.795  (meters)     655.49   (feet)  ADJUSTED  
 KB0111  ___________________________________________________________________
 KB0111  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0111  DYNAMIC HT  -         199.686 (meters)     655.14  (feet)  COMP
 KB0111  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 KB0111
 KB0111  VERT ORDER  -  SECOND    CLASS 0
 KB0111
 KB0111.The horizontal coordinates were scaled from a topographic map and have
 KB0111.an estimated accuracy of +/- 6 seconds.
 KB0111
 KB0111.The orthometric height was determined by differential leveling
 KB0111.and adjusted by the National Geodetic Survey in June 1991..
 KB0111
 KB0111.The geoid height was determined by GEOID03.
 KB0111
 KB0111.The dynamic height is computed by dividing the NAVD 88
 KB0111.geopotential number by the normal gravity value computed on the
 KB0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0111.degrees latitude (g = 980.6199 gals.).
 KB0111
 KB0111.The modeled gravity was interpolated from observed gravity values.
 KB0111
 KB0111;                    North         East    Units  Estimated Accuracy
 KB0111;SPC IL E     -   336,170.      304,070.      MT  (+/- 180 meters Scaled)
 KB0111
 KB0111                          SUPERSEDED SURVEY CONTROL
 KB0111
 KB0111  NGVD 29 (??/??/92)  199.874  (m)          655.75   (f) ADJ UNCH    2 0
 KB0111
 KB0111.Superseded values are not recommended for survey control.
 KB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0111.See file dsdata.txt to determine how the superseded data were derived.
 KB0111
 KB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ897947(NAD 83)
 KB0111_MARKER: DB = BENCH MARK DISK
 KB0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0111_STAMPING: ALLISON NO 2 1959
 KB0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0111+STABILITY: SURFACE MOTION
 KB0111
 KB0111  HISTORY     - Date     Condition        Report By
 KB0111  HISTORY     - 1959     MONUMENTED       CGS
 KB0111  HISTORY     - 1973     GOOD             ILHD
 KB0111
 KB0111                          STATION DESCRIPTION
 KB0111
 KB0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0111'2.6 MI NE FROM ARCOLA.
 KB0111'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 133 FROM ITS JUNCTION
 KB0111'WITH U.S. HIGHWAY 45 IN ARCOLA, THENCE 1.0 MILES NORTH ALONG AN
 KB0111'ASPHALT ROAD, THENCE 0.1 MILE WEST ALONG A BRICK PAVED ROAD, AT
 KB0111'A DRIVEWAY NORTH TO A FARM HOUSE, 24 FEET NORTH OF THE CENTER
 KB0111'LINE OF THE ROAD, 106 FEET WEST OF THE CENTER LINE OF THE
 KB0111'DRIVEWAY, 22 1/2 FEET WEST OF THE WEST END OF A BOARD GATE, 2 1/2
 KB0111'FEET EAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A FENCE, 64.2
 KB0111'FEET WEST OF TRIANGULATION STATION ALLISON, 63.3 FEET WEST OF A
 KB0111'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 KB0111'OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0111
 KB0111                          STATION RECOVERY (1973)
 KB0111
 KB0111'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0113 ***********************************************************************
 KB0113  DESIGNATION -  ALLISON RM 3
 KB0113  PID         -  KB0113
 KB0113  STATE/COUNTY-  IL/DOUGLAS
 KB0113  USGS QUAD   -  ARCOLA (1983)
 KB0113
 KB0113                         *CURRENT SURVEY CONTROL
 KB0113  ___________________________________________________________________
 KB0113* NAD 83(1986)-  39 41 43.     (N)    088 17 09.     (W)     SCALED    
 KB0113* NAVD 88     -       199.77   (meters)     655.4    (feet)  RESET     
 KB0113  ___________________________________________________________________
 KB0113  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0113
 KB0113  VERT ORDER  -  THIRD
 KB0113
 KB0113.The horizontal coordinates were scaled from a topographic map and have
 KB0113.an estimated accuracy of +/- 6 seconds.
 KB0113
 KB0113.The orthometric height was computed from unverified reset data.
 KB0113
 KB0113.The geoid height was determined by GEOID03.
 KB0113
 KB0113;                    North         East    Units  Estimated Accuracy
 KB0113;SPC IL E     -   336,170.      304,070.      MT  (+/- 180 meters Scaled)
 KB0113
 KB0113                          SUPERSEDED SURVEY CONTROL
 KB0113
 KB0113.No superseded survey control is available for this station.
 KB0113
 KB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ897947(NAD 83)
 KB0113_MARKER: DR = REFERENCE MARK DISK
 KB0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0113_STAMPING: ALLISON NO 3 1959 1972
 KB0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0113+STABILITY: SURFACE MOTION
 KB0113
 KB0113  HISTORY     - Date     Condition        Report By
 KB0113  HISTORY     - 1972     MONUMENTED       NGS
 KB0113
 KB0113                          STATION DESCRIPTION
 KB0113
 KB0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KB0113'2.6 MI NE FROM ARCOLA.
 KB0113'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 133 FROM ITS JUNCTION
 KB0113'WITH U.S. HIGHWAY 45 AT ARCOLA, THENCE NORTH ALONG PAVED ROAD
 KB0113'FOR 1.0 MILE TO CROSSROAD, THENCE WEST ALONG BRICK PAVED ROAD FOR
 KB0113'0.15 MILE TO THE MARK ON THE LEFT, 26 FEET SOUTH OF THE
 KB0113'CENTERLINE OF ROAD, 43 FEET WEST OF THE EXTENDED CENTERLINE OF
 KB0113'A DRIVEWAY NORTH, 1 FOOT WEST OF A METAL WITNESS POST, SET IN
 KB0113'THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0676 ***********************************************************************
 JB0676  DESIGNATION -  ALLMON AZ MK
 JB0676  PID         -  JB0676
 JB0676  STATE/COUNTY-  IL/MARION
 JB0676  USGS QUAD   -  SALEM NORTH (1978)
 JB0676
 JB0676                         *CURRENT SURVEY CONTROL
 JB0676  ___________________________________________________________________
 JB0676* NAD 83(1986)-  38 41 46.     (N)    088 56 24.     (W)     SCALED    
 JB0676* NAVD 88     -       185.036  (meters)     607.07   (feet)  ADJUSTED  
 JB0676  ___________________________________________________________________
 JB0676  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB0676  DYNAMIC HT  -         184.919 (meters)     606.69  (feet)  COMP
 JB0676  MODELED GRAV-     979,988.3   (mgal)                       NAVD 88
 JB0676
 JB0676  VERT ORDER  -  SECOND    CLASS 0
 JB0676
 JB0676.The horizontal coordinates were scaled from a topographic map and have
 JB0676.an estimated accuracy of +/- 6 seconds.
 JB0676
 JB0676.The orthometric height was determined by differential leveling
 JB0676.and adjusted by the National Geodetic Survey in June 1991..
 JB0676
 JB0676.The geoid height was determined by GEOID03.
 JB0676
 JB0676.The dynamic height is computed by dividing the NAVD 88
 JB0676.geopotential number by the normal gravity value computed on the
 JB0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0676.degrees latitude (g = 980.6199 gals.).
 JB0676
 JB0676.The modeled gravity was interpolated from observed gravity values.
 JB0676
 JB0676;                    North         East    Units  Estimated Accuracy
 JB0676;SPC IL E     -   225,420.      247,220.      MT  (+/- 180 meters Scaled)
 JB0676
 JB0676                          SUPERSEDED SURVEY CONTROL
 JB0676
 JB0676  NGVD 29 (??/??/92)  185.14   (m)          607.4    (f) COMPUTED    2 0
 JB0676
 JB0676.Superseded values are not recommended for survey control.
 JB0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0676.See file dsdata.txt to determine how the superseded data were derived.
 JB0676
 JB0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH312848(NAD 83)
 JB0676_MARKER: DZ = AZIMUTH MARK DISK
 JB0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0676_STAMPING: ALLMON 1960
 JB0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0676+STABILITY: SURFACE MOTION
 JB0676
 JB0676  HISTORY     - Date     Condition        Report By
 JB0676  HISTORY     - 1960     MONUMENTED       CGS
 JB0676  HISTORY     - 1970     GOOD             NGS
 JB0676
 JB0676                          STATION DESCRIPTION
 JB0676
 JB0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0676'1.9 MI S FROM ALMA.
 JB0676'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT
 JB0676'ALMA, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE
 JB0676'0.10 MILE SOUTH ALONG A GRAVEL ROAD, AT THE OUTSIDE OF A CURVE
 JB0676'WITH TANGENTS EXTENDING TO THE NORTH AND WEST, 26 FEET
 JB0676'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTH
 JB0676'OF THE EXTENDED CENTERR LINE OF THE EAST-WEST PORTION OF THE
 JB0676'ROAD, 31 FEET WEST OF THE EXTENDED CENTER LINE OF THE NORTH-SOUTH
 JB0676'PORTION OF THE ROAD, 135 FEET NORTHWEST OF THE SOUTHWEST END OF
 JB0676'THE NORTH PIER OF STATE HIGHWAY 37 OVERPASS OVER THE ILLINOIS
 JB0676'CENTRAL RAILROAD, 45 FEET SOUTH AND ACROSS THE ROAD FROM POWER
 JB0676'POLE NUMBER D-40-4, 2.6 FEET WEST OF A METAL WITNESS POST,
 JB0676'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 JB0676'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JB0676
 JB0676                          STATION RECOVERY (1970)
 JB0676
 JB0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0673 ***********************************************************************
 JB0673  DESIGNATION -  ALLMON RESET
 JB0673  PID         -  JB0673
 JB0673  STATE/COUNTY-  IL/MARION
 JB0673  USGS QUAD   -  SALEM NORTH (1978)
 JB0673
 JB0673                         *CURRENT SURVEY CONTROL
 JB0673  ___________________________________________________________________
 JB0673* NAD 83(1997)-  38 41 48.14073(N)    088 56 59.74815(W)     ADJUSTED  
 JB0673* NAVD 88     -       184.54   (meters)     605.4    (feet)  RESET     
 JB0673  ___________________________________________________________________
 JB0673  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 JB0673  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB0673
 JB0673  HORZ ORDER  -  SECOND
 JB0673  VERT ORDER  -  THIRD
 JB0673
 JB0673.The horizontal coordinates were established by classical geodetic methods
 JB0673.and adjusted by the National Geodetic Survey in October 1999..
 JB0673
 JB0673.The orthometric height was computed from unverified reset data.
 JB0673
 JB0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0673
 JB0673.The geoid height was determined by GEOID03.
 JB0673
 JB0673;                    North         East     Units Scale Factor Converg.
 JB0673;SPC IL E     -   225,489.857   246,360.276   MT  1.00001042   -0 23 07.8
 JB0673;SPC IL E     -   739,794.64    808,267.01   sFT  1.00001042   -0 23 07.8
 JB0673;UTM  16      - 4,284,924.984   330,426.450   MT  0.99995411   -1 13 09.8
 JB0673
 JB0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0673!SPC IL E     -   0.99997594  x   1.00001042  =   0.99998636
 JB0673!UTM  16      -   0.99997594  x   0.99995411  =   0.99993005
 JB0673
 JB0673:                Primary Azimuth Mark                     Grid Az
 JB0673:SPC IL E     -  HARTLIN 2                                056 19 14.7
 JB0673:UTM  16      -  HARTLIN 2                                057 09 16.7
 JB0673
 JB0673|---------------------------------------------------------------------|
 JB0673| PID    Reference Object                     Distance      Geod. Az  |
 JB0673|                                                           dddmmss.s |
 JB0673| JB0681 HARTLIN 2                           APPROX. 2.2 KM 0555606.9 |
 JB0673| JB0675 ALLMON RM 1                          10.890 METERS 09001     |
 JB0673| JB0677 ALLMON RM 3                          10.867 METERS 09003     |
 JB0673| JB0676 ALLMON AZ MK                                       0931650.1 |
 JB0673| JB0674 ALLMON RM 2                          15.557 METERS 18017     |
 JB0673|---------------------------------------------------------------------|
 JB0673
 JB0673                          SUPERSEDED SURVEY CONTROL
 JB0673
 JB0673  NAD 83(1986)-  38 41 48.15640(N)    088 56 59.74399(W) AD(       ) 2
 JB0673
 JB0673.Superseded values are not recommended for survey control.
 JB0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0673.See file dsdata.txt to determine how the superseded data were derived.
 JB0673
 JB0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3042684925(NAD 83)
 JB0673_MARKER: DS = TRIANGULATION STATION DISK
 JB0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0673_STAMPING: ALLMON 1960 1970
 JB0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0673+STABILITY: SURFACE MOTION
 JB0673
 JB0673  HISTORY     - Date     Condition        Report By
 JB0673  HISTORY     - 1970     MONUMENTED       NGS
 JB0673  HISTORY     - 1970     GOOD             NGS
 JB0673  HISTORY     - 1980     GOOD             NGS
 JB0673  HISTORY     - 1980     GOOD             NGS
 JB0673
 JB0673                          STATION DESCRIPTION
 JB0673
 JB0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JB0673'2.4 MI SW FROM ALMA.
 JB0673'2.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM ITS INTERSECTION
 JB0673'WITH MAIN STREET AT ALMA, THENCE SOUTH AND WEST ON PAVED ROAD FOR
 JB0673'0.65 MILE TO THE MARK ON THE RIGHT, 28 FEET NORTH OF THE
 JB0673'CENTERLINE OF THE ROAD, 33 FEET SOUTHEAST OF THE SOUTHWEST
 JB0673'CORNER OF POLE SHED ATTACHED TO OLD HOUSE, 114 FEET WEST OF THE
 JB0673'CENTERLINE OF A DRIVEWAY, 35 FEET SOUTH OF THE SOUTHWEST CORNER
 JB0673'OF THE HOUSE, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE
 JB0673'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 JB0673
 JB0673                          STATION RECOVERY (1970)
 JB0673
 JB0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JB0673'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 JB0673'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS NOT
 JB0673'FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED BY GRADING.  THE DISK OF
 JB0673'REFERENCE MARK 1 WAS FOUND TO HAVE BEEN SHEARED OFF AND THE
 JB0673'MONUMENT WAS USED AFTER A NEW DISK WAS SET AS REFERENCE MARK 3.
 JB0673'THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.  A NEW
 JB0673'SURFACE STATION MARK WAS SET HOLDING THE UNDERGROUND POINT.  A
 JB0673'NEW DESCRIPTION FOLLOWS--
 JB0673'
 JB0673'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF SALEM, 28 FEET
 JB0673'NORTH OF THE CENTERLINE OF A PAVED ROAD, 33 FEET SOUTHEAST OF THE
 JB0673'SOUTHWEST CORNER OF POLE SHED ATTACHED TO OLD HOUSE, 114 FEET WEST
 JB0673'OF CENTERLINE OF DRIVE, 35 FEET SOUTH OF SOUTHWEST CORNER OF OLD
 JB0673'HOUSE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT IS
 JB0673'FLUSH AND THE DISK IS STAMPED ALLMON 1960 1970.
 JB0673'
 JB0673'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND MAIN
 JB0673'STREET AT ALMA, GO SOUTH ON HIGHWAY 37 FOR 2.5 MILES TO A SIDE ROAD
 JB0673'RIGHT JUST BEFORE REACHING OVERPASS OF RAILROAD.  TURN RIGHT AND
 JB0673'GO SOUTH ON THE PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK AND
 JB0673'A CURVE IN THE ROAD TO THE WEST.  TURN RIGHT ON THE ROAD AND GO
 JB0673'WEST FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 JB0673'
 JB0673'REFERENCE MARK 2 IS 116 FEET WEST OF THE CENTERLINE OF A DRIVE, 4
 JB0673'FEET WEST OF A METAL WITNESS POST AND 23 FEET SOUTH OF THE
 JB0673'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 JB0673'IS STAMPED ALLMON NO 2 1960.
 JB0673'
 JB0673'REFERENCE MARK 3 IS 28 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 JB0673'79 FEET WEST OF CENTERLINE OF DRIVE AND 41 FEET SOUTHWEST OF THE
 JB0673'SOUTHEAST CORNER OF POLE SHED ATTACHED TO OLD HOUSE.  THE MONUMENT
 JB0673'PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLMON 1960 NO 3 1970.
 JB0673'
 JB0673'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4
 JB0673'FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 101 FEET
 JB0673'NORTHWEST OF THE NORTHWEST END OF THE RAILROAD OVERPASS AND 1 FOOT
 JB0673'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND
 JB0673'THE DISK IS STAMPED ALLMON 1960.
 JB0673'
 JB0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 JB0673'SOUTHWEST OF ALMA.
 JB0673'
 JB0673'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JB0673
 JB0673                          STATION RECOVERY (1980)
 JB0673
 JB0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JB0673'STATION MARK, RM 2 AND THE AZIMUTH WERE RECOVERED IN GOOD
 JB0673'CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED AS IT WAS UNDER AN
 JB0673'HAY STACK.  THE PROPERTY OWNER SAID IT WAS IN PLACE YET.  THE
 JB0673'DISTANCE AND DIRECTION TO RM 2 WAS VERIFIED.  THE 1960 AZIMUTH MARK
 JB0673'WAS IN THE WAY OF ROAD IMPROVEMENT AND WAS DESTROYED AFTER
 JB0673'ESTABLISHING THE NEW AZIMUTH MARK.
 JB0673'
 JB0673'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF SALEM, ABOUT 3 MILES
 JB0673'SOUTHWEST OF ALMA, 0.5 MILE WEST OF OVERPASS OF STATE HIGHWAY 37 AND
 JB0673'ON ROAD RIGHT OF WAY.
 JB0673'
 JB0673'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND MAIN STREET IN
 JB0673'ALMA, GO SOUTHWEST ON HIGHWAY 37 FOR 2.5 MILES TO A SIDE ROAD RIGHT AT
 JB0673'THE NORTH END OF OVERPASS.  TURN RIGHT ON ROAD AND GO SOUTH 0.1
 JB0673'MILE.  TURN RIGHT AND GO WEST ON OILED ROAD FOR 0.55 MILE TO STATION
 JB0673'ON RIGHT AS DESCRIBED.  CONTINUE WEST ON THE ROAD FOR 0.5 MILE TO
 JB0673'CURVE IN ROAD, THEN SOUTH FOR 0.25 MILE TO THE 1980 AZIMUTH MARK ON
 JB0673'THE LEFT AT A CURVE IN THE ROAD.
 JB0673'
 JB0673'STATION MARKS ARE STANDARD DISKS, STAMPED---ALLMON 1960---.  THE
 JB0673'SURFACE MARK IS 115 FT W OF DRIVEWAY, 51 FT N OF A METAL WITNESS POST,
 JB0673'44.9 FT SW OF SE CORNER OF OLD HOUSE, 35 FT S OF SW CORNER OF OLD
 JB0673'HOUSE AND 26 FT N OF CENTERLINE OF ROAD.  THE MARK IS FLUSH.
 JB0673'
 JB0673'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ALLMON NO 2
 JB0673'1960---.  IT IS 26 FT S OF CENTER LINE OF ROAD, 3.4 FT W OF A METAL
 JB0673'WITNESS POST, 2 FT W OF A TELEPHONE POLE.  THE MARK PROJECTS 3 INCHES.
 JB0673'
 JB0673'THE AZIMUTH MARK IS 19 FT E OF CENTER LINE OF ROAD, 9 FT N OF POWER
 JB0673'POLE GUY WIRE, 1.5 FT S OF POWER LINE POLE D 6 12 57 AND 1 FT N OF A
 JB0673'METAL WITNESS POST.  A STANDARD DISK STAMPED---.ALLMON 1960 1980.---.
 JB0673
 JB0673                          STATION RECOVERY (1980)
 JB0673
 JB0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JB0673'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0674 ***********************************************************************
 JB0674  DESIGNATION -  ALLMON RM 2
 JB0674  PID         -  JB0674
 JB0674  STATE/COUNTY-  IL/MARION
 JB0674  USGS QUAD   -  SALEM NORTH (1978)
 JB0674
 JB0674                         *CURRENT SURVEY CONTROL
 JB0674  ___________________________________________________________________
 JB0674* NAD 83(1986)-  38 41 47.     (N)    088 56 59.     (W)     SCALED    
 JB0674* NAVD 88     -       185.027  (meters)     607.04   (feet)  ADJUSTED  
 JB0674  ___________________________________________________________________
 JB0674  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB0674  DYNAMIC HT  -         184.909 (meters)     606.66  (feet)  COMP
 JB0674  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 JB0674
 JB0674  VERT ORDER  -  SECOND    CLASS 0
 JB0674
 JB0674.The horizontal coordinates were scaled from a topographic map and have
 JB0674.an estimated accuracy of +/- 6 seconds.
 JB0674
 JB0674.The orthometric height was determined by differential leveling
 JB0674.and adjusted by the National Geodetic Survey in June 1991..
 JB0674
 JB0674.The geoid height was determined by GEOID03.
 JB0674
 JB0674.The dynamic height is computed by dividing the NAVD 88
 JB0674.geopotential number by the normal gravity value computed on the
 JB0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0674.degrees latitude (g = 980.6199 gals.).
 JB0674
 JB0674.The modeled gravity was interpolated from observed gravity values.
 JB0674
 JB0674;                    North         East    Units  Estimated Accuracy
 JB0674;SPC IL E     -   225,460.      246,380.      MT  (+/- 180 meters Scaled)
 JB0674
 JB0674                          SUPERSEDED SURVEY CONTROL
 JB0674
 JB0674  NGVD 29 (??/??/92)  185.132  (m)          607.39   (f) ADJ UNCH    2 0
 JB0674
 JB0674.Superseded values are not recommended for survey control.
 JB0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0674.See file dsdata.txt to determine how the superseded data were derived.
 JB0674
 JB0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH304848(NAD 83)
 JB0674_MARKER: DR = REFERENCE MARK DISK
 JB0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0674_STAMPING: ALLMON NO 2 1960
 JB0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0674+STABILITY: SURFACE MOTION
 JB0674
 JB0674  HISTORY     - Date     Condition        Report By
 JB0674  HISTORY     - 1960     MONUMENTED       CGS
 JB0674  HISTORY     - 1970     GOOD             NGS
 JB0674  HISTORY     - 1980     GOOD             NGS
 JB0674
 JB0674                          STATION DESCRIPTION
 JB0674
 JB0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0674'2.4 MI SW FROM ALMA.
 JB0674'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT
 JB0674'ALMA, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 37, THENCE 0.1
 JB0674'MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE WEST ALONG AN
 JB0674'OILED ROAD, AT AN ABANDONED SCHOOL HOUSE NORTH OF THE ROAD, 86
 JB0674'FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF THE
 JB0674'SCHOOL HOUSE, 90 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM
 JB0674'THE METAL FLAG POLE, 2 FEET WEST OF A TELEPHONE POLE, 27 FEET
 JB0674'SOUTH OF THE CENTER LINE OF THE ROAD, 51.1 FEET SOUTH OF TRAVERSE
 JB0674'STATION ALLMON, 4.9 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 JB0674'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0674'POST PROJECTING 4 INCHES.
 JB0674
 JB0674                          STATION RECOVERY (1970)
 JB0674
 JB0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0674'RECOVERED IN GOOD CONDITION.
 JB0674
 JB0674                          STATION RECOVERY (1980)
 JB0674
 JB0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JB0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0677 ***********************************************************************
 JB0677  DESIGNATION -  ALLMON RM 3
 JB0677  PID         -  JB0677
 JB0677  STATE/COUNTY-  IL/MARION
 JB0677  USGS QUAD   -  SALEM NORTH (1978)
 JB0677
 JB0677                         *CURRENT SURVEY CONTROL
 JB0677  ___________________________________________________________________
 JB0677* NAD 83(1986)-  38 41 47.     (N)    088 56 59.     (W)     SCALED    
 JB0677* NAVD 88     -       184.77   (meters)     606.2    (feet)  RESET     
 JB0677  ___________________________________________________________________
 JB0677  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB0677
 JB0677  VERT ORDER  -  THIRD
 JB0677
 JB0677.The horizontal coordinates were scaled from a topographic map and have
 JB0677.an estimated accuracy of +/- 6 seconds.
 JB0677
 JB0677.The orthometric height was computed from unverified reset data.
 JB0677
 JB0677.The geoid height was determined by GEOID03.
 JB0677
 JB0677;                    North         East    Units  Estimated Accuracy
 JB0677;SPC IL E     -   225,460.      246,380.      MT  (+/- 180 meters Scaled)
 JB0677
 JB0677                          SUPERSEDED SURVEY CONTROL
 JB0677
 JB0677.No superseded survey control is available for this station.
 JB0677
 JB0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH304848(NAD 83)
 JB0677_MARKER: DR = REFERENCE MARK DISK
 JB0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0677_STAMPING: ALLMON 1960 NO 3 1970
 JB0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0677+STABILITY: SURFACE MOTION
 JB0677
 JB0677  HISTORY     - Date     Condition        Report By
 JB0677  HISTORY     - 1970     MONUMENTED       NGS
 JB0677
 JB0677                          STATION DESCRIPTION
 JB0677
 JB0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JB0677'2.4 MI SW FROM ALMA.
 JB0677'2.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM ITS INTERSECTION
 JB0677'WITH MAIN STREET AT ALMA, THENCE SOUTH AND WEST ALONG PAVED
 JB0677'ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT, 28 FEET NORTH OF
 JB0677'THE CENTERLINE OF THE ROAD, 79 FEET WEST OF THE CENTERLINE OF A
 JB0677'DRIVEWAY, 41 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF POLE
 JB0677'SHED ATTACHED TO OLD HOUSE, SET IN THE TOP OF A SQUARE CONCRETE
 JB0677'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1864 ***********************************************************************
 KA1864  DESIGNATION -  ALLRIGHT RESET
 KA1864  PID         -  KA1864
 KA1864  STATE/COUNTY-  IL/CLARK
 KA1864  USGS QUAD   -  SNYDER (1977)
 KA1864
 KA1864                         *CURRENT SURVEY CONTROL
 KA1864  ___________________________________________________________________
 KA1864* NAD 83(1997)-  39 17 50.53257(N)    087 44 55.90011(W)     ADJUSTED  
 KA1864* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 KA1864  ___________________________________________________________________
 KA1864  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KA1864  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KA1864
 KA1864  HORZ ORDER  -  THIRD
 KA1864
 KA1864.The horizontal coordinates were established by classical geodetic methods
 KA1864.and adjusted by the National Geodetic Survey in October 1999..
 KA1864
 KA1864.The orthometric height was scaled from a topographic map.
 KA1864
 KA1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1864
 KA1864.The geoid height was determined by GEOID03.
 KA1864
 KA1864;                    North         East     Units Scale Factor Converg.
 KA1864;SPC IL E     -   292,153.622   350,417.024   MT  1.00000628   +0 22 12.6
 KA1864;SPC IL E     -   958,507.34  1,149,659.85   sFT  1.00000628   +0 22 12.6
 KA1864;UTM  16      - 4,350,044.187   435,426.738   MT  0.99965134   -0 28 27.5
 KA1864
 KA1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1864!SPC IL E     -   0.99997713  x   1.00000628  =   0.99998341
 KA1864!UTM  16      -   0.99997713  x   0.99965134  =   0.99962848
 KA1864
 KA1864|---------------------------------------------------------------------|
 KA1864| PID    Reference Object                     Distance      Geod. Az  |
 KA1864|                                                           dddmmss.s |
 KA1864| CM2668 ALLRIGHT RM 1                        24.655 METERS 16953     |
 KA1864| CM2667 ALLRIGHT AZ MK                                     1763301.7 |
 KA1864| CM2670 ALLRIGHT RM 3                        33.519 METERS 22120     |
 KA1864| CM2669 ALLRIGHT RM 2                        24.092 METERS 27810     |
 KA1864|---------------------------------------------------------------------|
 KA1864
 KA1864                          SUPERSEDED SURVEY CONTROL
 KA1864
 KA1864  NAD 83(1997)-  39 17 50.53257(N)    087 44 55.89978(W) AD(       ) 3
 KA1864  NAD 83(1986)-  39 17 50.53985(N)    087 44 55.89209(W) AD(       ) 3
 KA1864  NAD 27      -  39 17 50.40350(N)    087 44 55.78630(W) AD(       ) 3
 KA1864
 KA1864.Superseded values are not recommended for survey control.
 KA1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1864.See file dsdata.txt to determine how the superseded data were derived.
 KA1864
 KA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ3542750044(NAD 83)
 KA1864_MARKER: DS = TRIANGULATION STATION DISK
 KA1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1864
 KA1864  HISTORY     - Date     Condition        Report By
 KA1864  HISTORY     - 1971     MONUMENTED       NGS
 KA1864  HISTORY     - 1972     GOOD             ILDT
 KA1864
 KA1864                          STATION DESCRIPTION
 KA1864
 KA1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KA1864'THE UNDERGROUND STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD
 KA1864'CONDITION. THE SURFACE STATION MARK WAS FOUND UPROOTED.
 KA1864'NEITHER OF THE REFERENCE MARKS WERE FOUND AND ASSUMED TO HAVE BEEN
 KA1864'DESTROYED BY GRADING. A NEW SURFACE STATION MARK AND
 KA1864'REFERENCE MARK 3 WERE SET. 10 RGW USGS WAS FOUND NEARBY AND USED AS
 KA1864'A REFERENCE MARK. A NEW DESCRIPTION FOLLOWS-
 KA1864'
 KA1864'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MARTINSVILLE, 87
 KA1864'FEET NORTHWEST OF A POWER POLE, 100 FEET NORTH OF THE CENTERLINE
 KA1864'OF GRAVELED ROAD, 15 FEET WEST OF A NORTH-SOUTH FENCE LINE, 111 FEET
 KA1864'NORTHEAST OF A POWER POLE, 109 FEET NORTHEAST OF A METAL
 KA1864'WITNESS POST, 9 FEET WEST OF THE EXTENDED CENTERLINE OF NORTH-SOUTH
 KA1864'ROAD AND ON THE PROPERTY OF MRS. OLDA SPITTLER AND FARMED
 KA1864'BY MR. TRUMAN SPITTLER OF MARSHALL. THE MONUMENT IS 16 INCHES
 KA1864'UNDERGROUND AND THE DISK IS STAMPED ALLRIGHT 1947 1971.
 KA1864'
 KA1864'TO REACH THE STATION FROM THE CLARK COUNTY COURTHOUSE IN MARSHALL, GO
 KA1864'WEST ON ARCHER STREET FOR 1.05 MILES TO A SIDE ROAD LEFT. TURN
 KA1864'LEFT AND GO SOUTH ON THE ROAD FOR 1.4 MILES TO A JOG IN THE ROAD.
 KA1864'TURN RIGHT AND GO WEST FOR 0.05 MILE TO JOG SOUTH. TURN SOUTH
 KA1864'AND GO 2.65 MILES TO A CONCRETE BRIDGE. CONTINUE SOUTHERLY AND WEST
 KA1864'ON THE GRAVELED ROAD FOR 2.85 MILES TO A SIDE ROAD LEFT AND
 KA1864'THE STATION ON THE RIGHT. TURN LEFT AND GO SOUTH ON OILED ROAD FOR
 KA1864'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KA1864'
 KA1864'REFERENCE MARK 3 IS 20 FEET NORTH OF THE CENTERLINE OF ROAD, 1 FOOT
 KA1864'WEST OF A METAL WITNESS POST, 2 FEET NORTHEAST OF POWER POLE AND
 KA1864'15 FEET WEST OF THE CENTERLINE OF FIELD ENTRANCE. THE MONUMENT
 KA1864'PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLRIGHT 1947 NO 3
 KA1864'1971.
 KA1864'
 KA1864'10 RGW USGS IS A STANDARD USGS DISK STAMPED 10 RGW 1962 SET IN THE
 KA1864'TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES, 7 FEET
 KA1864'NORTHEAST OF POWER POLE, 22 FEET NORTH OF THE CENTERLINE OF ROAD AND
 KA1864'8 FEET NORTHEAST OF THE EAST END OF A CONCRETE CULVERT TOP.
 KA1864'
 KA1864'THE AZIMUTH MARK IS SET DIRECTLY UNDER A NORTH-SOUTH FENCE, 1 FOOT
 KA1864'NORTH OF A METAL WITNESS POST, 19 FEET EAST OF THE CENTERLINE
 KA1864'OF OILED ROAD AND 158 FEET NORTH OF THE NORTH END OF A CONCRETE
 KA1864'HEADWALL. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 KA1864'STAMPED ALLRIGHT 1947.
 KA1864'
 KA1864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 KA1864'SOUTHWEST OF MARSHALL.
 KA1864'
 KA1864'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KA1864
 KA1864                          STATION RECOVERY (1972)
 KA1864
 KA1864'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (PEE)
 KA1864'ALLRIGHT 1947 RESET 1971 RECOVERED IN GOOD CONDITION.
 KA1864'
 KA1864'ALLRIGHT 3 - 1971 RECOVERED IN GOOD CONDITION.
 KA1864'
 KA1864'BLANK DISC IN LOCATION OF REF. MARK-1.
 KA1864'
 KA1864'FOUND STATION IN HOLE EXCAVATED IN FIELD OF WHEAT.  CONFUSED BY RUINS
 KA1864'OF BLDGS EAST OF STATION.  FROM DESCRIPTION, ASSUME THAT ALL
 KA1864'BUILDINGS ARE LEVELED AND GROUND NOW PLOWED FIELD.  FOUND RM-3
 KA1864'BY WITNESS POST, BLANK DISC IN CONC. MARKER (STATE OF ILL./DIV.
 KA1864'OF HIGHWAYS DISC.) WHERE TIES SHOW RM-1.  WILL OBTAIN UP-TO-DATE
 KA1864'COPY OF DESCRIPTION FROM 1971 RESET OF STATION.  WITNESS POST PLACED
 KA1864'BY SELF 12 FEET EAST OF STATION WHICH IS RESET 18-22 INCHES BELOW
 KA1864'GROUND.  AZIMUTH FOUND AS DESCRIBED IN GOOD CONDITION.
 KA1864'
 KA1864'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES S.S.W. OF
 KA1864'MARSHALL, ILLINOIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0687 ***********************************************************************
 JB0687  DESIGNATION -  ALMA
 JB0687  PID         -  JB0687
 JB0687  STATE/COUNTY-  IL/MARION
 JB0687  USGS QUAD   -  SALEM NORTH (1978)
 JB0687
 JB0687                         *CURRENT SURVEY CONTROL
 JB0687  ___________________________________________________________________
 JB0687* NAD 83(1997)-  38 43 33.35649(N)    088 54 52.06930(W)     ADJUSTED  
 JB0687* NAVD 88     -       186.207  (meters)     610.91   (feet)  ADJUSTED  
 JB0687  ___________________________________________________________________
 JB0687  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 JB0687  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0687  DYNAMIC HT  -         186.089 (meters)     610.53  (feet)  COMP
 JB0687  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JB0687
 JB0687  HORZ ORDER  -  SECOND
 JB0687  VERT ORDER  -  SECOND    CLASS 0
 JB0687
 JB0687.The horizontal coordinates were established by classical geodetic methods
 JB0687.and adjusted by the National Geodetic Survey in October 1999..
 JB0687
 JB0687.The orthometric height was determined by differential leveling
 JB0687.and adjusted by the National Geodetic Survey in June 1991..
 JB0687
 JB0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0687
 JB0687.The geoid height was determined by GEOID03.
 JB0687
 JB0687.The dynamic height is computed by dividing the NAVD 88
 JB0687.geopotential number by the normal gravity value computed on the
 JB0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0687.degrees latitude (g = 980.6199 gals.).
 JB0687
 JB0687.The modeled gravity was interpolated from observed gravity values.
 JB0687
 JB0687;                    North         East     Units Scale Factor Converg.
 JB0687;SPC IL E     -   228,714.095   249,466.212   MT  1.00000643   -0 21 48.8
 JB0687;SPC IL E     -   750,372.83    818,457.06   sFT  1.00000643   -0 21 48.8
 JB0687;UTM  16      - 4,288,103.470   333,578.803   MT  0.99994106   -1 11 52.6
 JB0687
 JB0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0687!SPC IL E     -   0.99997569  x   1.00000643  =   0.99998212
 JB0687!UTM  16      -   0.99997569  x   0.99994106  =   0.99991675
 JB0687
 JB0687:                Primary Azimuth Mark                     Grid Az
 JB0687:SPC IL E     -  MEADOW                                   019 51 13.1
 JB0687:UTM  16      -  MEADOW                                   020 41 16.9
 JB0687
 JB0687|---------------------------------------------------------------------|
 JB0687| PID    Reference Object                     Distance      Geod. Az  |
 JB0687|                                                           dddmmss.s |
 JB0687| JB0692 MEADOW                              APPROX. 3.0 KM 0192924.3 |
 JB0687| JB0688 ALMA AZ MK                                         0655252.3 |
 JB0687| JB0685 ALMA RM 1                            20.040 METERS 20147     |
 JB0687| JB0686 ALMA RM 2                            25.969 METERS 27245     |
 JB0687|---------------------------------------------------------------------|
 JB0687
 JB0687                          SUPERSEDED SURVEY CONTROL
 JB0687
 JB0687  NAD 83(1986)-  38 43 33.37195(N)    088 54 52.06504(W) AD(       ) 2
 JB0687  NAD 27      -  38 43 33.19790(N)    088 54 51.86210(W) AD(       ) 2
 JB0687  NGVD 29 (??/??/92)  186.310  (m)          611.25   (f) ADJ UNCH    2 0
 JB0687
 JB0687.Superseded values are not recommended for survey control.
 JB0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0687.See file dsdata.txt to determine how the superseded data were derived.
 JB0687
 JB0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3357988103(NAD 83)
 JB0687_MARKER: DE = TRAVERSE STATION DISK
 JB0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0687_STAMPING: ALMA 1960
 JB0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0687+STABILITY: SURFACE MOTION
 JB0687
 JB0687  HISTORY     - Date     Condition        Report By
 JB0687  HISTORY     - 1960     MONUMENTED       CGS
 JB0687  HISTORY     - 1960     GOOD             CGS
 JB0687  HISTORY     - 1970     GOOD             NGS
 JB0687  HISTORY     - 1970     GOOD             NGS
 JB0687
 JB0687                          STATION DESCRIPTION
 JB0687
 JB0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0687'STATION IS LOCATED ABOUT 0.5 MILE NORTH OF ALME, JUST NORTH OF THE
 JB0687'ALMA GRADE SCHOOL AND ON
 JB0687'LAND OWNED BY J L JACKSON WHO LIVES IN ALMA.
 JB0687'
 JB0687'TO REACH FROM THE POST OFFICE IN ALMA, GO SOUTHERLY FOR 0.05 MILE TO
 JB0687'STATE ROUTE 37, TURN
 JB0687'LEFT AND GO NORTHEAST ON STATE ROUTE 37 FOR 1 BLOCK,
 JB0687'TURN LEFT AND GO NORTHWEST FOR
 JB0687'0.4 MILE TO STATION ON RIGHT AS DESCRIBED.
 JB0687'
 JB0687'STATION MARK, A STANDARD TREAVERSE DISK STAMPED ALMA 1960, IS SET IN
 JB0687'TOP OF A 10 INCH SQUARE
 JB0687'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS 133
 JB0687'FEET NORTH OF THE NORTHWEST
 JB0687'CORNER OF SCHOOL BUILDING, 86.8 FEET EAST
 JB0687'OF THE WITNESS POST, 42 FEET EAST OF THE FIELD
 JB0687'ENTRANCE, 34 FEET
 JB0687'NORTHEAST OF CENTER OF ROAD AND 31 FEET NORTHWEST OF A LARGE TREE.
 JB0687'
 JB0687'REFERENCE MARK NUMBER 1, A STANARD REFERENCE MARK DISK STAMPED ALMA
 JB0687'NO 1 1960, IS SET IN TOP OF
 JB0687'A 10 INCH SQUARE CONCRETE OST WHICH IS SET FLUSH.
 JB0687'THE MARK IS 90.8 FEET SOUTHEAST OF
 JB0687'THE WITNESS POST, 72 FEET
 JB0687'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF SCHOOL
 JB0687'BUILDING AND 26
 JB0687'FEET SOUTHWEST OF THE CENTER OF ROAD.
 JB0687'
 JB0687'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED ALMA
 JB0687'NO 2 1960, IS SET IN TOP OF
 JB0687'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0687'1 INCH.  THE MARK IS 24 FEET
 JB0687'SOUTHWEST OF THE CENTER OF ROAD, 14.8
 JB0687'FEET WEST-NORTHWEST OF A FIELD ENTRANCE AND 1.8
 JB0687'FEET EAST OF THE WITNESS POST.
 JB0687'
 JB0687'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED ALMA 1960, IS SET
 JB0687'IN TOP OF A 10 INCH SQUARE
 JB0687'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.  THE
 JB0687'MARK IS 12 FEET SOUTH OF A POWER
 JB0687'POLE, 18 FEET WEST OF THE CENTER OF
 JB0687'RAOD AND 1.8 FEET SOUTH OF THE WITNESS POST.
 JB0687'
 JB0687'TO REACH THE AZIMUTH MARK FROM STATION, GO SOUTHWEST FOR 0.25 MILE TO
 JB0687'A SIDE ROAD LEFT, TURN
 JB0687'LEFT AND GO NORTH FOR 0.25 MILE TO THE AZIMUTH MARK
 JB0687'ON RIGHT AS DESCRIBED.
 JB0687'
 JB0687'THE DISTANCE BETWEEN R M NO 1 AND R M NO 2 IS 89.11 FEET.
 JB0687'
 JB0687'HEIGHT OF LIGHT ABOVE STATION MARK 26.25 METERS.
 JB0687
 JB0687                          STATION RECOVERY (1960)
 JB0687
 JB0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0687'0.6 MI N FROM ALMA.
 JB0687'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE IN
 JB0687'ALMA, THENCE 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 37, THENCE
 JB0687'0.4 MILE NORTHWEST ALONG AN OILED ROAD, AT THE ALMA UNIT DISTRICT
 JB0687'301 GRADE SCHOOL, AT THE JUNCTION OF A FIELD ROAD WEST, 35 FEET
 JB0687'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 133 FEET NORTHEAST OF
 JB0687'THE NORTHEAST CORNER OF THE SCHOOL, 33 FEET NORTHWEST OF A LONE
 JB0687'24-INCH ELM TREE, 34 1/2 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 JB0687'CONCRETE PIPE CULVERT, 38 FEET SOUTHEAST OF THE EXTENDED CENTER
 JB0687'LINE OF THE FIELD ROAD, 86.8 FEET SOUTHEAST OF A METAL WITNESS
 JB0687'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0687'POST FLUSH WITH THE GROUND.
 JB0687
 JB0687                          STATION RECOVERY (1970)
 JB0687
 JB0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JB0687'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION WAS OCCUPIED FOR
 JB0687'A NEW DESCRIPTION
 JB0687'SINCE THE OLD DESCRIPTION IS VERY MISLEADING AS TO
 JB0687'THE WHERE ABOUTS OF THE AZIMUTH
 JB0687'MARK.  LINE OF SIGHT TO THE AZIMUTH
 JB0687'MARK OBSTRUCTED BY TALL CORN.  DIRECTION BETWEEN
 JB0687'REFERENCE MARKS
 JB0687'CHECKED.  THE DISTANCE TO REFERENCE MARK 1 FOUND TO BE SHORTER BY
 JB0687'0.09 OF A FOOT.
 JB0687'DISTANCE TO REFERENCE MARK 2 SHORTER BY 0.03 OF A
 JB0687'FOOT AND SHORTER BETWEEN THE
 JB0687'REFERENCE MARKS BY 0.07 OF A FOOT.
 JB0687'
 JB0687'THE STATION IS LOCATED AT THE NORTH EDGE OF ALMA NEAR THE ALMA GRADE
 JB0687'SCHOOL, 133 FEET
 JB0687'NORTH OF THE NORTHEAST CORNER OF THE SCHOOL, 86 FEET
 JB0687'EAST OF A METAL WITNESS POST, 34
 JB0687'FEET NORTHEAST OF THE CENTERLINE OF
 JB0687'PAVED ROAD, 23 FEET EAST OF A FENCE CORNER, 25 FEET
 JB0687'EAST OF A FIRE
 JB0687'HYDRANT AND ON THE PROPERTY OF J L JACKSON.  THE MONUMENT IS 2 INCHES
 JB0687'UNDERGROUND AND
 JB0687'THE DISK IS STAMPED ALMA 1960.
 JB0687'
 JB0687'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON PAVED
 JB0687'ROAD FOR 0.25 MILE
 JB0687'TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH ON
 JB0687'THE PAVED ROAD FOR 0.25 MILE TO THE
 JB0687'AZIMUTH MARK ON THE RIGHT.
 JB0687'
 JB0687'REFERENCE MARK 1 IS 72 FEET NORTH OF THE NORTHEAST CORNER OF THE
 JB0687'SCHOOL, 77 FEET
 JB0687'SOUTHEAST OF THE CENTERLINE OF FIELD ENTRANCE AND 25
 JB0687'INCHES AND THE DISK IS STAMPED
 JB0687'ALMA NO 1 1960.
 JB0687'
 JB0687'REFERENCE MARK 2 IS 24 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 JB0687'1 FOOT SOUTHEAST
 JB0687'OF A METAL WITNESS POST, 12 FEET NORTHWEST OF THE
 JB0687'CENTERLINE OF FIELD ENTRANCE AND 27
 JB0687'FEET EAST OF A 12 INCH PEAR TREE.
 JB0687'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ALMA NO 2 1960.
 JB0687'
 JB0687'THE AZIMUTH MARK IS 14 FEET SOUTH OF A POWER POLE, 18 FEET EAST OF
 JB0687'THE CENTERLINE OF
 JB0687'THE ROAD AND 2 FEET SOUTH OF A METAL WITNESS POST.
 JB0687'THE MONUMENT PROJECTS 4 INCHES AND
 JB0687'THE DISK IS STAMPED ALMA 1960.
 JB0687'
 JB0687'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0687
 JB0687                          STATION RECOVERY (1970)
 JB0687
 JB0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0688 ***********************************************************************
 JB0688  DESIGNATION -  ALMA AZ MK
 JB0688  PID         -  JB0688
 JB0688  STATE/COUNTY-  IL/MARION
 JB0688  USGS QUAD   -  SALEM NORTH (1978)
 JB0688
 JB0688                         *CURRENT SURVEY CONTROL
 JB0688  ___________________________________________________________________
 JB0688* NAD 83(1986)-  38 43 36.     (N)    088 54 39.     (W)     SCALED    
 JB0688* NAVD 88     -       185.864  (meters)     609.79   (feet)  ADJUSTED  
 JB0688  ___________________________________________________________________
 JB0688  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0688  DYNAMIC HT  -         185.746 (meters)     609.40  (feet)  COMP
 JB0688  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JB0688
 JB0688  VERT ORDER  -  SECOND    CLASS 0
 JB0688
 JB0688.The horizontal coordinates were scaled from a topographic map and have
 JB0688.an estimated accuracy of +/- 6 seconds.
 JB0688
 JB0688.The orthometric height was determined by differential leveling
 JB0688.and adjusted by the National Geodetic Survey in June 1991..
 JB0688
 JB0688.The geoid height was determined by GEOID03.
 JB0688
 JB0688.The dynamic height is computed by dividing the NAVD 88
 JB0688.geopotential number by the normal gravity value computed on the
 JB0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0688.degrees latitude (g = 980.6199 gals.).
 JB0688
 JB0688.The modeled gravity was interpolated from observed gravity values.
 JB0688
 JB0688;                    North         East    Units  Estimated Accuracy
 JB0688;SPC IL E     -   228,790.      249,780.      MT  (+/- 180 meters Scaled)
 JB0688
 JB0688                          SUPERSEDED SURVEY CONTROL
 JB0688
 JB0688  NGVD 29 (??/??/92)  185.97   (m)          610.1    (f) COMPUTED    2 0
 JB0688
 JB0688.Superseded values are not recommended for survey control.
 JB0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0688.See file dsdata.txt to determine how the superseded data were derived.
 JB0688
 JB0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH338881(NAD 83)
 JB0688_MARKER: DZ = AZIMUTH MARK DISK
 JB0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0688_STAMPING: ALMA 1960
 JB0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0688+STABILITY: SURFACE MOTION
 JB0688
 JB0688  HISTORY     - Date     Condition        Report By
 JB0688  HISTORY     - 1960     MONUMENTED       CGS
 JB0688  HISTORY     - 1970     GOOD             NGS
 JB0688
 JB0688                          STATION DESCRIPTION
 JB0688
 JB0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0688'0.6 MI NE FROM ALMA.
 JB0688'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT
 JB0688'ALMA, THENCE 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 37, THENCE
 JB0688'0.2 MILE NORTH ALONG AN OILED ROAD, THENCE 0.25 MILE NORTHEAST
 JB0688'ALONG AN OILED ROAD, AT THE JUNCTION OF A FARM DRIVE EAST, 19
 JB0688'FEET EAST OF THE CENTER LINE OF THE ROAD, 125 FEET SOUTH OF THE
 JB0688'CENTER LINE OF THE FARM DRIVE, 12 FEET SOUTH OF A WIRE BRACED
 JB0688'POWER POLE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 JB0688'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0688'5 INCHES.
 JB0688
 JB0688                          STATION RECOVERY (1970)
 JB0688
 JB0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0685 ***********************************************************************
 JB0685  DESIGNATION -  ALMA RM 1
 JB0685  PID         -  JB0685
 JB0685  STATE/COUNTY-  IL/MARION
 JB0685  USGS QUAD   -  SALEM NORTH (1978)
 JB0685
 JB0685                         *CURRENT SURVEY CONTROL
 JB0685  ___________________________________________________________________
 JB0685* NAD 83(1986)-  38 43 33.     (N)    088 54 51.     (W)     SCALED    
 JB0685* NAVD 88     -       186.462  (meters)     611.75   (feet)  ADJUSTED  
 JB0685  ___________________________________________________________________
 JB0685  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0685  DYNAMIC HT  -         186.343 (meters)     611.36  (feet)  COMP
 JB0685  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JB0685
 JB0685  VERT ORDER  -  SECOND    CLASS 0
 JB0685
 JB0685.The horizontal coordinates were scaled from a topographic map and have
 JB0685.an estimated accuracy of +/- 6 seconds.
 JB0685
 JB0685.The orthometric height was determined by differential leveling
 JB0685.and adjusted by the National Geodetic Survey in June 1991..
 JB0685
 JB0685.The geoid height was determined by GEOID03.
 JB0685
 JB0685.The dynamic height is computed by dividing the NAVD 88
 JB0685.geopotential number by the normal gravity value computed on the
 JB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0685.degrees latitude (g = 980.6199 gals.).
 JB0685
 JB0685.The modeled gravity was interpolated from observed gravity values.
 JB0685
 JB0685;                    North         East    Units  Estimated Accuracy
 JB0685;SPC IL E     -   228,700.      249,490.      MT  (+/- 180 meters Scaled)
 JB0685
 JB0685                          SUPERSEDED SURVEY CONTROL
 JB0685
 JB0685  NGVD 29 (??/??/92)  186.565  (m)          612.09   (f) ADJ UNCH    2 0
 JB0685
 JB0685.Superseded values are not recommended for survey control.
 JB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0685.See file dsdata.txt to determine how the superseded data were derived.
 JB0685
 JB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH336880(NAD 83)
 JB0685_MARKER: DR = REFERENCE MARK DISK
 JB0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0685_STAMPING: ALMA NO 1 1960
 JB0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0685+STABILITY: SURFACE MOTION
 JB0685
 JB0685  HISTORY     - Date     Condition        Report By
 JB0685  HISTORY     - 1960     MONUMENTED       CGS
 JB0685  HISTORY     - 1970     GOOD             NGS
 JB0685
 JB0685                          STATION DESCRIPTION
 JB0685
 JB0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0685'0.6 MI N FROM ALMA.
 JB0685'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT
 JB0685'ALMA, THENCE 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 37, THENCE
 JB0685'0.4 MILE NORTHWEST ALONG AN OILED ROAD, AT THE ALMA UNIT DISTRICT
 JB0685'301 GRADE SCHOOL, AT THE JUNCTION OF A FIELD ROAD WEST, 25 FEET
 JB0685'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 72 FEET NORTHEAST OF
 JB0685'THE NORTHEAST CORNER OF THE SCHOOL, 58 FEET SOUTHWEST OF A LONE
 JB0685'24-INCH ELM TREE, 74.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JB0685'FIELD ROAD, 65.9 FEET SOUTHWEST OF TRAVERSE STATION ALMA, 90.8
 JB0685'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0685'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB0685'WITH THE GROUND.
 JB0685
 JB0685                          STATION RECOVERY (1970)
 JB0685
 JB0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0686 ***********************************************************************
 JB0686  DESIGNATION -  ALMA RM 2
 JB0686  PID         -  JB0686
 JB0686  STATE/COUNTY-  IL/MARION
 JB0686  USGS QUAD   -  SALEM NORTH (1978)
 JB0686
 JB0686                         *CURRENT SURVEY CONTROL
 JB0686  ___________________________________________________________________
 JB0686* NAD 83(1986)-  38 43 33.     (N)    088 54 51.     (W)     SCALED    
 JB0686* NAVD 88     -       186.120  (meters)     610.63   (feet)  ADJUSTED  
 JB0686  ___________________________________________________________________
 JB0686  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0686  DYNAMIC HT  -         186.002 (meters)     610.24  (feet)  COMP
 JB0686  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JB0686
 JB0686  VERT ORDER  -  SECOND    CLASS 0
 JB0686
 JB0686.The horizontal coordinates were scaled from a topographic map and have
 JB0686.an estimated accuracy of +/- 6 seconds.
 JB0686
 JB0686.The orthometric height was determined by differential leveling
 JB0686.and adjusted by the National Geodetic Survey in June 1991..
 JB0686
 JB0686.The geoid height was determined by GEOID03.
 JB0686
 JB0686.The dynamic height is computed by dividing the NAVD 88
 JB0686.geopotential number by the normal gravity value computed on the
 JB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0686.degrees latitude (g = 980.6199 gals.).
 JB0686
 JB0686.The modeled gravity was interpolated from observed gravity values.
 JB0686
 JB0686;                    North         East    Units  Estimated Accuracy
 JB0686;SPC IL E     -   228,700.      249,490.      MT  (+/- 180 meters Scaled)
 JB0686
 JB0686                          SUPERSEDED SURVEY CONTROL
 JB0686
 JB0686  NGVD 29 (??/??/92)  186.223  (m)          610.97   (f) ADJ UNCH    2 0
 JB0686
 JB0686.Superseded values are not recommended for survey control.
 JB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0686.See file dsdata.txt to determine how the superseded data were derived.
 JB0686
 JB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH336880(NAD 83)
 JB0686_MARKER: DR = REFERENCE MARK DISK
 JB0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0686_STAMPING: ALMA NO 2 1960
 JB0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0686+STABILITY: SURFACE MOTION
 JB0686
 JB0686  HISTORY     - Date     Condition        Report By
 JB0686  HISTORY     - 1960     MONUMENTED       CGS
 JB0686  HISTORY     - 1970     GOOD             NGS
 JB0686
 JB0686                          STATION DESCRIPTION
 JB0686
 JB0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0686'0.6 MI N FROM ALMA.
 JB0686'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT
 JB0686'ALMA, THENCE 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 37, THENCE
 JB0686'0.4 MILE NORTHWEST ALONG AN OILED ROAD, AT THE ALMA UNIT DISTRICT
 JB0686'301 GRADE SCHOOL, AT THE JUNCTION OF A FIELD ROAD WEST, 25
 JB0686'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF
 JB0686'THE CENTER LINE OF THE FIELD ROAD, 154 FEET NORTH OF THE
 JB0686'NORTHEAST CORNER OF THE SCHOOL, 85.3 FEET WEST-NORTHWEST OF
 JB0686'TRAVERSE STATION ALMA, 1.8 FEET SOUTHEAST OF A METAL WITNESS
 JB0686'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 JB0686'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0686
 JB0686                          STATION RECOVERY (1970)
 JB0686
 JB0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1104 ***********************************************************************
 NH1104  DESIGNATION -  ALMORA
 NH1104  PID         -  NH1104
 NH1104  STATE/COUNTY-  IL/KANE
 NH1104  USGS QUAD   -  ELGIN (1992)
 NH1104
 NH1104                         *CURRENT SURVEY CONTROL
 NH1104  ___________________________________________________________________
 NH1104* NAD 83(1997)-  42 04 27.18628(N)    088 19 39.44518(W)     ADJUSTED  
 NH1104* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 NH1104  ___________________________________________________________________
 NH1104  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 NH1104  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NH1104
 NH1104  HORZ ORDER  -  THIRD
 NH1104
 NH1104.The horizontal coordinates were established by classical geodetic methods
 NH1104.and adjusted by the National Geodetic Survey in October 1999..
 NH1104
 NH1104.The orthometric height was scaled from a topographic map.
 NH1104
 NH1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1104
 NH1104.The geoid height was determined by GEOID03.
 NH1104
 NH1104;                    North         East     Units Scale Factor Converg.
 NH1104;SPC IL E     -   600,346.155   300,472.489   MT  0.99997500   +0 00 13.8
 NH1104;SPC IL E     - 1,969,635.68    985,800.16   sFT  0.99997500   +0 00 13.8
 NH1104;UTM  16      - 4,658,869.360   390,176.202   MT  0.99974841   -0 53 23.0
 NH1104
 NH1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1104!SPC IL E     -   0.99996291  x   0.99997500  =   0.99993791
 NH1104!UTM  16      -   0.99996291  x   0.99974841  =   0.99971133
 NH1104
 NH1104|---------------------------------------------------------------------|
 NH1104| PID    Reference Object                     Distance      Geod. Az  |
 NH1104|                                                           dddmmss.s |
 NH1104| CI8901 ALMORA RM 3                          13.018 METERS 00642     |
 NH1104| CI8899 ALMORA RM 1                          13.034 METERS 00715     |
 NH1104| CI8900 ALMORA RM 2                          13.883 METERS 09302     |
 NH1104| NH1096 ELGIN ILL WATCH CASE CO STK         APPROX. 5.4 KM 1160628.3 |
 NH1104| NH1102 ELGIN RADIO STA WRMN MAST           APPROX. 6.4 KM 1192854.0 |
 NH1104| CI8898 ALMORA AZ MK                                       2723137.6 |
 NH1104|---------------------------------------------------------------------|
 NH1104
 NH1104                          SUPERSEDED SURVEY CONTROL
 NH1104
 NH1104  NAD 83(1997)-  42 04 27.18543(N)    088 19 39.44658(W) AD(       ) 3
 NH1104  NAD 83(1986)-  42 04 27.18826(N)    088 19 39.45542(W) AD(       ) 3
 NH1104  NAD 27      -  42 04 27.09740(N)    088 19 39.16710(W) AD(       ) 3
 NH1104
 NH1104.Superseded values are not recommended for survey control.
 NH1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1104.See file dsdata.txt to determine how the superseded data were derived.
 NH1104
 NH1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9017658869(NAD 83)
 NH1104_MARKER: DS = TRIANGULATION STATION DISK
 NH1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1104
 NH1104  HISTORY     - Date     Condition        Report By
 NH1104  HISTORY     - 1954     MONUMENTED       CGS
 NH1104  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NH1104  HISTORY     - 19980527 GOOD             USPSQD
 NH1104
 NH1104                          STATION DESCRIPTION
 NH1104
 NH1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1104'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF ELGIN AND ABOUT
 NH1104'3 MILES SOUTHWEST OF DUNDEE ALONG THE SOUTH SIDE OF A GRAVEL
 NH1104'ROAD AND ON HIGHWAY PROPERTY.  IT IS 19 FEET SOUTH OF THE
 NH1104'CENTER OF A GRAVEL ROAD, 4 FEET NORTHEAST OF A WHITE WITNESS
 NH1104'POST AND 3 FEET NORTH OF A FENCE LINE.  THE MARK IS FLUSH
 NH1104'AND THE DISK IS STAMPED ALMORA 1954.
 NH1104'
 NH1104'REFERENCE MARK NO. 1 IS 33 FEET WEST OF A POWER LINE POLE,
 NH1104'23 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 NH1104'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 NH1104'STAMPED ALMORA NO 1 1954.
 NH1104'
 NH1104'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF THE
 NH1104'GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS
 NH1104'FLUSH AND THE DISK IS STAMPED ALMORA NO 2 1954.
 NH1104'
 NH1104'AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF THE GRAVEL
 NH1104'ROAD, 2 FEET EAST OF A POWER LINE POLE, 1 FOOT SOUTH OF A
 NH1104'FENCE LINE AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE
 NH1104'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ALMORA 1954.
 NH1104'
 NH1104'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NH1104'STATE HIGHWAY 31 IN ELGIN GO NORTH ON HIGHWAY 31 FOR 1.5
 NH1104'MILE TO A PAVED ROAD LEFT, TURN LEFT AND GO NORTHWEST ON
 NH1104'PAVED ROAD FOR 2.2 MILES TO A PAVED CROSSROAD, (ALMORA ROAD)
 NH1104'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.6 MILE TO A
 NH1104'GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON GRAVEL
 NH1104'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NH1104'CONTINUE EAST ON GRAVEL ROAD FOR 0.2 MILE TO THE STATION
 NH1104'ON THE RIGHT AS DESCRIBED.
 NH1104'
 NH1104'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1104
 NH1104                          STATION RECOVERY (1966)
 NH1104
 NH1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1104'THE STATION MARK (TOP AND SURFACE) WERE FOUND DESTROYED.
 NH1104'REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED LOST.  THE DISK
 NH1104'HAD BEEN REMOVED FROM BOTH THE AZIMUTH MARK AND REFERENCE
 NH1104'MARK 2.  THE STEMS WERE LEFT IN GOOD CONDITION WHEN THE
 NH1104'DISK WERE REMOVED AND THIS POINT WAS USED ALONGWITH 2
 NH1104'INTERSECTION STATIONS TO RE-ESTABLISH THE STATION.  NEW DISK WERE
 NH1104'SET IN PLACE OF THE STEMS.  A COMPLETE NEW DESCRIPTION
 NH1104'FOLLOWS.
 NH1104'
 NH1104'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF ELGIN AND ON
 NH1104'ROAD RIGHT-OF-WAY.
 NH1104'
 NH1104'TO REACH THE STATION FROM U.S. HIGHWAY 20 (BUSINESS) AND
 NH1104'STATE HIGHWAY 31 IN ELGIN, GO NORTH ON HIGHWAY 31 FOR 1.5
 NH1104'MILE TO A SIDE ROAD LEFT.  TURN LEFT ON BIG TIMBER ROAD AND
 NH1104'GO WEST FOR 2.25 MILES TO A PAVED CROSSROAD.  TURN RIGHT
 NH1104'AND GO NORTH ON RANDALL ROAD FOR 0.6 MILE TO A SIDE ROAD
 NH1104'RIGHT.  TURN RIGHT ON THE GRAVELED ROAD AND GO EAST FOR
 NH1104'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 NH1104'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 NH1104'
 NH1104'STATION IS 58 FEET SOUTHWEST OF A POWER POLE, 20 FEET SOUTH
 NH1104'OF THE CENTERLINE OF THE GRAVELED ROAD, 3 FEET NORTH OF A
 NH1104'WIRE FENCE AND 2 FEET EAST OF A METAL WITNESS POST.  THE
 NH1104'MONUMENT IS 8 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 NH1104'DISK IS STAMPED ALMORA 1954 1966.
 NH1104'
 NH1104'REFERENCE MARK 2 IS 47 FEET EAST OF THE WITNESS POST, 44
 NH1104'FEET SOUTHEAST OF THE POWER POLE, 23 FEET SOUTH OF THE
 NH1104'CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF THE FENCE.  THE
 NH1104'MONUMENT IS FLUSH AND THE DISK IS ALMORA NO 2 1954 1966.
 NH1104'
 NH1104'REFERENCE MARK 3 IS 43 FEET NORTH OF THE WITNESS POST, 23
 NH1104'FEET NORTH OF THE CENTERLINE OF THE ROAD, 33 FEET WEST OF
 NH1104'THE POWER POLE AND 1 FOOT SOUTH OF A FENCE.  THE MONUMENT IS
 NH1104'FLUSH AND THE DISK IS STAMPED ALMORA NO 3 1954 1966.
 NH1104'
 NH1104'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF THE
 NH1104'ROAD, 3 FEET SOUTH OF A FENCE, 2 FEET EAST OF A TELEPHONE
 NH1104'POLE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT
 NH1104'IS FLUSH AND THE DISK IS STAMPED ALMORA 1954 1966.
 NH1104'
 NH1104'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1104'
 NH1104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NH1104'NORTHWEST OF ELGIN
 NH1104
 NH1104                          STATION RECOVERY (1998)
 NH1104
 NH1104'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1247 ***********************************************************************
 KB1247  DESIGNATION -  ALTAMONT CABLE TV MAST
 KB1247  PID         -  KB1247
 KB1247  STATE/COUNTY-  IL/EFFINGHAM
 KB1247  USGS QUAD   -  ALTAMONT WEST (1982)
 KB1247
 KB1247                         *CURRENT SURVEY CONTROL
 KB1247  ___________________________________________________________________
 KB1247* NAD 83(1997)-  39 03 49.66966(N)    088 46 04.65994(W)     ADJUSTED  
 KB1247* NAVD 88     -                                                        
 KB1247  ___________________________________________________________________
 KB1247  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 KB1247  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KB1247
 KB1247  HORZ ORDER  -  THIRD
 KB1247
 KB1247.The horizontal coordinates were established by classical geodetic methods
 KB1247.and adjusted by the National Geodetic Survey in October 1999..
 KB1247
 KB1247
 KB1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1247
 KB1247.The geoid height was determined by GEOID03.
 KB1247
 KB1247;                    North         East     Units Scale Factor Converg.
 KB1247;SPC IL E     -   266,150.283   262,384.459   MT  0.99999242   -0 16 26.0
 KB1247;SPC IL E     -   873,194.72    860,839.68   sFT  0.99999242   -0 16 26.0
 KB1247;UTM  16      - 4,325,343.693   347,041.672   MT  0.99988809   -1 06 51.7
 KB1247
 KB1247                          SUPERSEDED SURVEY CONTROL
 KB1247
 KB1247  NAD 83(1986)-  39 03 49.68407(N)    088 46 04.64811(W) AD(       ) 4
 KB1247  NAD 27      -  39 03 49.53022(N)    088 46 04.45345(W) AD(       ) 3
 KB1247
 KB1247.Superseded values are not recommended for survey control.
 KB1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1247.See file dsdata.txt to determine how the superseded data were derived.
 KB1247
 KB1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4704225344(NAD 83)
 KB1247_MARKER: 42 = RADIO/TV MAST
 KB1247
 KB1247  HISTORY     - Date     Condition        Report By
 KB1247  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1247
 KB1247                          STATION DESCRIPTION
 KB1247
 KB1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1247'ALTAMONT, WARNER CABLE TELEVISION, MAST IS A TRIANGULAR
 KB1247'STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND
 KB1247'WHITE, HAS NUMEROUS ANTENNAE NEAR THE TOP, AND AN OVERALL
 KB1247'HEIGHT OF ABOUT 560 FEET.
 KB1247'
 KB1247'THE MAST IS LOCATED ABOUT 1 MILE WEST OF ALTAMONT.
 KB1247'
 KB1247'TO REACH FROM THE FLAG POLE AT THE SOUTH END OF THE SMALL
 KB1247'TRIANGLE IN THE BUSINESS PART OF ALTAMONT, GO SOUTH ON THE
 KB1247'MAIN STREET FOR 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAY
 KB1247'40.  TURN RIGHT AND GO SOUTHWESTERLY ON HIGHWAY 40 FOR 1.15
 KB1247'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON OILED ROAD
 KB1247'FOR 1 MILE TO THE MAST ON THE LEFT.
 KB1247'
 KB1247'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1246 ***********************************************************************
 KB1246  DESIGNATION -  ALTAMONT CIPS MICROWAVE
 KB1246  PID         -  KB1246
 KB1246  STATE/COUNTY-  IL/FAYETTE
 KB1246  USGS QUAD   -  ALTAMONT WEST (1982)
 KB1246
 KB1246                         *CURRENT SURVEY CONTROL
 KB1246  ___________________________________________________________________
 KB1246* NAD 83(1997)-  39 01 42.65636(N)    088 48 24.08975(W)     ADJUSTED  
 KB1246* NAVD 88     -                                                        
 KB1246  ___________________________________________________________________
 KB1246  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 KB1246  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KB1246
 KB1246  HORZ ORDER  -  THIRD
 KB1246
 KB1246.The horizontal coordinates were established by classical geodetic methods
 KB1246.and adjusted by the National Geodetic Survey in October 1999..
 KB1246
 KB1246
 KB1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1246
 KB1246.The geoid height was determined by GEOID03.
 KB1246
 KB1246;                    North         East     Units Scale Factor Converg.
 KB1246;SPC IL E     -   262,250.270   259,012.067   MT  0.99999568   -0 17 53.1
 KB1246;SPC IL E     -   860,399.43    849,775.42   sFT  0.99999568   -0 17 53.1
 KB1246;SPC IL W     -   263,014.924   817,757.835   MT  1.00011187   +0 51 23.3
 KB1246;SPC IL W     -   862,908.13  2,682,927.16   sFT  1.00011187   +0 51 23.3
 KB1246;UTM  16      - 4,321,493.932   343,612.798   MT  0.99990115   -1 08 16.5
 KB1246
 KB1246                          SUPERSEDED SURVEY CONTROL
 KB1246
 KB1246  NAD 83(1986)-  39 01 42.67056(N)    088 48 24.07830(W) AD(       ) 4
 KB1246  NAD 27      -  39 01 42.51901(N)    088 48 23.87957(W) AD(       ) 3
 KB1246
 KB1246.Superseded values are not recommended for survey control.
 KB1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1246.See file dsdata.txt to determine how the superseded data were derived.
 KB1246
 KB1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4361321494(NAD 83)
 KB1246_MARKER: 44 = MICROWAVE MAST
 KB1246
 KB1246  HISTORY     - Date     Condition        Report By
 KB1246  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1246
 KB1246                          STATION DESCRIPTION
 KB1246
 KB1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1246'ALTAMONT, CENTRAL ILLINOIS PUBLIC SERVICE COMPANY, MICROWAVE
 KB1246'RELAY MAST IS SUPPORTED BY TWIN TRIANGULAR STEEL STRUCTURES,
 KB1246'GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, HAS 2 LARGE
 KB1246'REFLECTORS AT THE TOP, AND AN OVERALL HEIGHT OF 300 FEET.
 KB1246'
 KB1246'THE MAST IS LOCATED ABOUT 4 MILES SOUTHWEST OF ALTAMONT AND
 KB1246'2-1/2 MILES EAST OF ST ELMO.
 KB1246'
 KB1246'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 KB1246'128 ABOUT 3-1/2 MILES SOUTHWEST OF ALTAMONT, GO SOUTH ON PAVED
 KB1246'ROAD FOR 0.7 MILE TO MAST ON THE RIGHT, JUST NORTH OF I-70.
 KB1246'
 KB1246'STATION IS THE RED LIGHT ATOP THE EAST SUPPORT OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1241 ***********************************************************************
 KB1241  DESIGNATION -  ALTAMONT OHIO OIL MICROWAVE
 KB1241  PID         -  KB1241
 KB1241  STATE/COUNTY-  IL/EFFINGHAM
 KB1241  USGS QUAD   -  ALTAMONT WEST (1982)
 KB1241
 KB1241                         *CURRENT SURVEY CONTROL
 KB1241  ___________________________________________________________________
 KB1241* NAD 83(1997)-  39 03 15.36177(N)    088 47 12.15352(W)     ADJUSTED  
 KB1241* NAVD 88     -                                                        
 KB1241  ___________________________________________________________________
 KB1241  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 KB1241  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KB1241
 KB1241  HORZ ORDER  -  THIRD
 KB1241
 KB1241.The horizontal coordinates were established by classical geodetic methods
 KB1241.and adjusted by the National Geodetic Survey in October 1999..
 KB1241
 KB1241
 KB1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1241
 KB1241.The geoid height was determined by GEOID03.
 KB1241
 KB1241;                    North         East     Units Scale Factor Converg.
 KB1241;SPC IL E     -   265,100.242   260,756.583   MT  0.99999396   -0 17 08.4
 KB1241;SPC IL E     -   869,749.71    855,498.89   sFT  0.99999396   -0 17 08.4
 KB1241;UTM  16      - 4,324,317.745   345,398.738   MT  0.99989431   -1 07 33.4
 KB1241
 KB1241                          SUPERSEDED SURVEY CONTROL
 KB1241
 KB1241  NAD 83(1986)-  39 03 15.37600(N)    088 47 12.14183(W) AD(       ) 4
 KB1241  NAD 27      -  39 03 15.23200(N)    088 47 11.93500(W) AD(       ) 3
 KB1241
 KB1241.Superseded values are not recommended for survey control.
 KB1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1241.See file dsdata.txt to determine how the superseded data were derived.
 KB1241
 KB1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4539924318(NAD 83)
 KB1241_MARKER: 42 = RADIO/TV MAST
 KB1241
 KB1241  HISTORY     - Date     Condition        Report By
 KB1241  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1241  HISTORY     - 1974     GOOD             NGS
 KB1241
 KB1241                          STATION DESCRIPTION
 KB1241
 KB1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1241'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST-NORTHWEST OF ALTAMONT,
 KB1241'ABOUT 3-1/2 MILES EAST-NORTHEAST OF ST. ELMO AND 0.7 MILE
 KB1241'NORTH OF U.S. HIGHWAY 40.
 KB1241'
 KB1241'THE STATION IS A STEEL TOWER PAINTED RED AND WHITE WITH TWO
 KB1241'REFLECTORS NEAR THE TOP AND IT IS APPROXIMATELY 230 FEET HIGH.
 KB1241'
 KB1241'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 KB1241'
 KB1241'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND S. MAIN
 KB1241'STREET IN THE SOUTH EDGE OF ALTAMONT, GO WEST ON U.S. HIGHWAY 40
 KB1241'FOR 2.15 MILES TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.45 MILE
 KB1241'TO RAILROAD CROSSING, CONTINUE NORTH FOR 0.25 MILE TO THE STATION
 KB1241'ON LEFT.
 KB1241
 KB1241                          STATION RECOVERY (1974)
 KB1241
 KB1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1241'THE ALTAMONT, OHIO OIL COMPANY, MICROWAVE MAST WAS RECOVERED IN GOOD
 KB1241'CONDITION.  HOWEVER IT IS NOW OPERATED BY THE MARATHON OIL COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1232 ***********************************************************************
 KB1232  DESIGNATION -  ALTAMONT S MUN TANK
 KB1232  PID         -  KB1232
 KB1232  STATE/COUNTY-  IL/EFFINGHAM
 KB1232  USGS QUAD   -  ALTAMONT EAST (1985)
 KB1232
 KB1232                         *CURRENT SURVEY CONTROL
 KB1232  ___________________________________________________________________
 KB1232* NAD 83(1997)-  39 03 08.83224(N)    088 44 54.06476(W)     ADJUSTED  
 KB1232* NAVD 88     -                                                        
 KB1232  ___________________________________________________________________
 KB1232  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 KB1232  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KB1232
 KB1232  HORZ ORDER  -  THIRD
 KB1232
 KB1232.The horizontal coordinates were established by classical geodetic methods
 KB1232.and adjusted by the National Geodetic Survey in October 1999..
 KB1232
 KB1232
 KB1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1232
 KB1232.The geoid height was determined by GEOID03.
 KB1232
 KB1232;                    North         East     Units Scale Factor Converg.
 KB1232;SPC IL E     -   264,883.035   264,075.876   MT  0.99999088   -0 15 41.3
 KB1232;SPC IL E     -   869,037.09    866,388.94   sFT  0.99999088   -0 15 41.3
 KB1232;UTM  16      - 4,324,051.913   348,714.142   MT  0.99988182   -1 06 06.2
 KB1232
 KB1232                          SUPERSEDED SURVEY CONTROL
 KB1232
 KB1232  NAD 83(1986)-  39 03 08.84680(N)    088 44 54.05335(W) AD(       ) 4
 KB1232  NAD 27      -  39 03 08.69104(N)    088 44 53.86190(W) AD(       ) 3
 KB1232
 KB1232.Superseded values are not recommended for survey control.
 KB1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1232.See file dsdata.txt to determine how the superseded data were derived.
 KB1232
 KB1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4871424052(NAD 83)
 KB1232_MARKER: 53 = ELEVATED TANK
 KB1232
 KB1232  HISTORY     - Date     Condition        Report By
 KB1232  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1232
 KB1232                          STATION DESCRIPTION
 KB1232
 KB1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1232'ALTAMONT SOUTH MUNICIPAL WATER TANK IS A 4-LEGGED STEEL
 KB1232'STRUCTURE, WITH ELIPSOIDAL TOP AND BOTTOM TANK, AND AN OVERALL
 KB1232'HEIGHT OF ABOUT 140 FEET.  THE TANK IS PAINTED RED, WHITE AND
 KB1232'BLUE, AND HAS THE LETTERS ALTAMONT IN BLACK ON THE NORTH AND
 KB1232'SOUTH SIDE.
 KB1232'
 KB1232'THE TANK IS LOCATED IN THE SOUTH EDGE OF ALTAMONT, AT THE
 KB1232'CITY PARK, AND 0.15 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY
 KB1232'40 AND STATE HIGHWAY 128.
 KB1232'
 KB1232'STATION IS THE TOP CENTER OF THE TANK.
 KB1232'
 KB1232'NOTE--THERE IS AN OLD TYPE TANK IN THE NORTH EDGE OF TOWN
 KB1232'THAT WAS INTERSECTED FROM STATION MOUND 1883, BUT FOUND NO
 KB1232'POSITION OR DESCRIPTION FOR IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2985 ***********************************************************************
 AJ2985  DESIGNATION -  ALTENBERG
 AJ2985  PID         -  AJ2985
 AJ2985  STATE/COUNTY-  IL/MCHENRY
 AJ2985  USGS QUAD   -  HARVARD (1975)
 AJ2985
 AJ2985                         *CURRENT SURVEY CONTROL
 AJ2985  ___________________________________________________________________
 AJ2985* NAD 83(1997)-  42 25 45.62691(N)    088 34 26.59472(W)     ADJUSTED  
 AJ2985* NAVD 88     -       299.8    (meters)     984.     (feet)  GPS OBS   
 AJ2985  ___________________________________________________________________
 AJ2985  X           -     117,335.997 (meters)                     COMP
 AJ2985  Y           -  -4,713,691.647 (meters)                     COMP
 AJ2985  Z           -   4,281,103.952 (meters)                     COMP
 AJ2985  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AJ2985  ELLIP HEIGHT-         265.86  (meters)          (02/03/05) GPS OBS
 AJ2985  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AJ2985
 AJ2985  HORZ ORDER  -  FIRST
 AJ2985  ELLP ORDER  -  FOURTH    CLASS II
 AJ2985
 AJ2985.The horizontal coordinates were established by GPS observations
 AJ2985.and adjusted by the National Geodetic Survey in April 2001..
 AJ2985
 AJ2985.The orthometric height was determined by GPS observations and a
 AJ2985.high-resolution geoid model.
 AJ2985
 AJ2985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2985
 AJ2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2985
 AJ2985.The ellipsoidal height was determined by GPS observations
 AJ2985.and is referenced to NAD 83.
 AJ2985
 AJ2985.The geoid height was determined by GEOID03.
 AJ2985
 AJ2985;                    North         East     Units Scale Factor Converg.
 AJ2985;SPC IL E     -   639,819.576   280,191.218   MT  0.99997983   -0 09 44.7
 AJ2985;SPC IL E     - 2,099,141.39    919,260.69   sFT  0.99997983   -0 09 44.7
 AJ2985;UTM  16      - 4,698,647.363   370,519.052   MT  0.99980628   -1 03 43.7
 AJ2985
 AJ2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2985!SPC IL E     -   0.99995831  x   0.99997983  =   0.99993814
 AJ2985!UTM  16      -   0.99995831  x   0.99980628  =   0.99976459
 AJ2985
 AJ2985                          SUPERSEDED SURVEY CONTROL
 AJ2985
 AJ2985  ELLIP H (04/24/01)  265.89   (m)                       GP(       ) 4 1
 AJ2985
 AJ2985.Superseded values are not recommended for survey control.
 AJ2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2985.See file dsdata.txt to determine how the superseded data were derived.
 AJ2985
 AJ2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7051998647(NAD 83)
 AJ2985_MARKER: I = METAL ROD
 AJ2985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2985_STAMPING: ALTENBERG
 AJ2985_MARK LOGO: IL-111
 AJ2985_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2985_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2985+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ2985_ROD/PIPE-DEPTH:  3.7 meters
 AJ2985_SLEEVE-DEPTH  :  0.9 meters
 AJ2985
 AJ2985  HISTORY     - Date     Condition        Report By
 AJ2985  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2985
 AJ2985                          STATION DESCRIPTION
 AJ2985
 AJ2985'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2985'STATION IS LOCATED APPROXIMATELY 2.0 MI EAST OF HARVARD IN SECTION
 AJ2985'31, T46N, R6E.  TO REACH FROM THE JUNCTION OF IL RT 173 AND
 AJ2985'ALTENBERG RD PROCEED SOUTHEAST ON ALTENBERG RD 0.1 MI TO THE
 AJ2985'STATION LOCATED IN THE SOUTHEAST CORNER OF INTERSECTION OF
 AJ2985'ALTENBERG RD AND SCHULTZ RD.  STATION IS 40 FT SOUTHWEST OF THE
 AJ2985'CENTERLINE OF ALTENBERG RD, 36 FT SOUTHEAST OF CENTERLINE OF
 AJ2985'SCHULTZ RD, 98 FT EAST SOUTHEAST OF PK NAIL IN POWERPOLE, 15 FT
 AJ2985'SOUTHEAST OF 12 IN METAL CULVERT, 25 FT WEST NORTHWEST OF UTILITY
 AJ2985'BOX, AND 25 FT WEST NORTHWEST OF ORANGE FIBERGLASS WITNESS
 AJ2985'POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ2985'DATUM POINT IS 0.3 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL
 AJ2985'TIES.
 AJ2985' 
 AJ2985' 
 AJ2985'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1695 ***********************************************************************
 HB1695  DESIGNATION -  ALTO PASS RAD KSE 521 KSE 55
 HB1695  PID         -  HB1695
 HB1695  STATE/COUNTY-  IL/UNION
 HB1695  USGS QUAD   -  COBDEN (1996)
 HB1695
 HB1695                         *CURRENT SURVEY CONTROL
 HB1695  ___________________________________________________________________
 HB1695* NAD 83(1997)-  37 33 28.15926(N)    089 20 59.26252(W)     ADJUSTED  
 HB1695* NAVD 88     -                                                        
 HB1695  ___________________________________________________________________
 HB1695  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 HB1695  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HB1695
 HB1695  HORZ ORDER  -  THIRD
 HB1695
 HB1695.The horizontal coordinates were established by classical geodetic methods
 HB1695.and adjusted by the National Geodetic Survey in October 1999..
 HB1695
 HB1695
 HB1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1695
 HB1695.The geoid height was determined by GEOID03.
 HB1695
 HB1695;                    North         East     Units Scale Factor Converg.
 HB1695;SPC IL W     -    99,208.008   772,172.881   MT  1.00000531   +0 29 52.6
 HB1695;SPC IL W     -   325,484.94  2,533,370.53   sFT  1.00000531   +0 29 52.6
 HB1695;UTM  16      - 4,159,351.456   292,446.608   MT  1.00013065   -1 25 58.3
 HB1695
 HB1695                          SUPERSEDED SURVEY CONTROL
 HB1695
 HB1695  NAD 83(1997)-  37 33 28.16716(N)    089 20 59.26467(W) AD(       ) 4
 HB1695  NAD 83(1986)-  37 33 28.16787(N)    089 20 59.27026(W) AD(       ) 4
 HB1695  NAD 27      -  37 33 27.99097(N)    089 20 58.94390(W) AD(       ) 3
 HB1695
 HB1695.Superseded values are not recommended for survey control.
 HB1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1695.See file dsdata.txt to determine how the superseded data were derived.
 HB1695
 HB1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9244759351(NAD 83)
 HB1695_MARKER: 42 = RADIO/TV MAST
 HB1695
 HB1695  HISTORY     - Date     Condition        Report By
 HB1695  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1695
 HB1695                          STATION DESCRIPTION
 HB1695
 HB1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1695'THE STATION IS THE CENTER OF THE TOP OF TWIN MASTS WHICH ARE
 HB1695'CONNECTED AT THE TOP AND SUPPORT TWO ELECTRONIC REFLECTORS. IT IS
 HB1695'LOCATED ABOUT 3 MILES SOUTHWEST OF ALTO PASS, ON A HIGH HILL 0.55
 HB1695'MILE NORTHWEST OF THE BALD KNOB LOOKOUT TOWER.  THE MASTS ARE OF
 HB1695'UNIFORM CROSS-SECTIONAL CONSTRUCTION, PAINTED IN ALTERNATE SECTIONS
 HB1695'OF RED AND WHITE.  THE OVERALL HEIGHT IS 250 FEET.
 HB1695'
 HB1695'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ALTO PASS, GO EAST ON
 HB1695'A CINDER COVERED STREET FOR 0.05 MILE TO A REVERSE Y-INTERSECTION.
 HB1695'TURN SHARP RIGHT AND GO SOUTH-WESTERLY ON A WINDING ROAD (PAVED) FOR
 HB1695'0.95 MILE TO A FORK AND THE END OF THE PAVEMENT.  TAKE THE LEFT FORK
 HB1695'AND CONTINUE SOUTHWESTERLY ON A GRAVELED ROAD FOR 3.1 MILE TO A
 HB1695'GRAVELED DRIVEWAY RIGHT.  TURN RIGHT ON THE GRAVELED DRIVEWAY
 HB1695'FOR ABOUT 150 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0064 ***********************************************************************
 JC0064  DESIGNATION -  ALTON
 JC0064  PID         -  JC0064
 JC0064  STATE/COUNTY-  IL/MADISON
 JC0064  USGS QUAD   -  ALTON (1994)
 JC0064
 JC0064                         *CURRENT SURVEY CONTROL
 JC0064  ___________________________________________________________________
 JC0064* NAD 83(1986)-  38 54 14.     (N)    090 08 33.     (W)     SCALED    
 JC0064* NAVD 88     -       159.467  (meters)     523.18   (feet)  ADJUSTED  
 JC0064  ___________________________________________________________________
 JC0064  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JC0064  DYNAMIC HT  -         159.369 (meters)     522.86  (feet)  COMP
 JC0064  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 JC0064
 JC0064  VERT ORDER  -  FIRST     CLASS II
 JC0064
 JC0064.The horizontal coordinates were scaled from a topographic map and have
 JC0064.an estimated accuracy of +/- 6 seconds.
 JC0064
 JC0064.The orthometric height was determined by differential leveling
 JC0064.and adjusted by the National Geodetic Survey in June 1991..
 JC0064
 JC0064.The geoid height was determined by GEOID03.
 JC0064
 JC0064.The dynamic height is computed by dividing the NAVD 88
 JC0064.geopotential number by the normal gravity value computed on the
 JC0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0064.degrees latitude (g = 980.6199 gals.).
 JC0064
 JC0064.The modeled gravity was interpolated from observed gravity values.
 JC0064
 JC0064;                    North         East    Units  Estimated Accuracy
 JC0064;SPC IL W     -   248,300.      702,100.      MT  (+/- 180 meters Scaled)
 JC0064
 JC0064                          SUPERSEDED SURVEY CONTROL
 JC0064
 JC0064  NGVD 29 (??/??/??)  159.434  (m)          523.08   (f) ADJUSTED    1 2
 JC0064
 JC0064.Superseded values are not recommended for survey control.
 JC0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0064.See file dsdata.txt to determine how the superseded data were derived.
 JC0064
 JC0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD477099(NAD 83)
 JC0064_MARKER: DB = BENCH MARK DISK
 JC0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0064_STAMPING: ALTON 1934
 JC0064_PROJECTION: FLUSH
 JC0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0064+STABILITY: SURFACE MOTION
 JC0064
 JC0064  HISTORY     - Date     Condition        Report By
 JC0064  HISTORY     - 1934     MONUMENTED       CGS
 JC0064  HISTORY     - 1959     GOOD             NGS
 JC0064  HISTORY     - 1981     GOOD             NGS
 JC0064
 JC0064                          STATION DESCRIPTION
 JC0064
 JC0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JC0064'AT ALTON.
 JC0064'AT ALTON, MADISON COUNTY, AT THE NORTHEAST CORNER OF THE
 JC0064'SHURTLEFF COLLEGE CAMPUS, 12 YARDS SOUTH OF THE CENTERLINE OF
 JC0064'COLLEGE STREET AND 10 YARDS WEST OF THE CENTERLINE OF ANNEX
 JC0064'STREET, A STANDARD DISK, STAMPED ALTON 1934 AND SET IN THE TOP
 JC0064'OF A CONCRETE POST.
 JC0064
 JC0064                          STATION RECOVERY (1959)
 JC0064
 JC0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 JC0064'RECOVERED IN GOOD CONDITION.
 JC0064
 JC0064                          STATION RECOVERY (1981)
 JC0064
 JC0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC0064'IN ALTON, AT THE JUNCTION OF COLLEGE AVENUE AND ANNEX STREET ACROSS
 JC0064'ANNEX STREET FROM THE SIU DENTAL CLINIC, AT THE SOUTHWEST CORNER OF
 JC0064'THE JUNCTION AND THE NORTHEAST CORNER OF THE LAWN OF BUILDING 280 B
 JC0064'(TECHNICAL SERVICES BUILDING), 10.97 METERS (36.0 FEET) SOUTH OF THE
 JC0064'CENTER LINE OF COLLEGE AVENUE, 57.9 METERS (189.9 FEET) NORTHEAST OF
 JC0064'THE NORTHEAST CORNER OF BUILDING 280 B, 6.7 METERS (22.0 FEET) WEST OF
 JC0064'THE CENTER OF ANNEX STREET AND 1.4 METERS (4.7 FEET) NORTHEAST OF A
 JC0064'EVERGREEN TREE.
 JC0064'THE MARK IS 0.2 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2252 ***********************************************************************
 LB2252  DESIGNATION -  ALVIN
 LB2252  PID         -  LB2252
 LB2252  STATE/COUNTY-  IL/VERMILION
 LB2252  USGS QUAD   -  HENNING (1964)
 LB2252
 LB2252                         *CURRENT SURVEY CONTROL
 LB2252  ___________________________________________________________________
 LB2252* NAD 83(1997)-  40 17 19.98490(N)    087 39 26.85363(W)     ADJUSTED  
 LB2252* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 LB2252  ___________________________________________________________________
 LB2252  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 LB2252  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB2252
 LB2252  HORZ ORDER  -  THIRD
 LB2252
 LB2252.The horizontal coordinates were established by classical geodetic methods
 LB2252.and adjusted by the National Geodetic Survey in October 1999..
 LB2252
 LB2252.The orthometric height was scaled from a topographic map.
 LB2252
 LB2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2252
 LB2252.The geoid height was determined by GEOID03.
 LB2252
 LB2252;                    North         East     Units Scale Factor Converg.
 LB2252;SPC IL E     -   402,295.714   357,470.319   MT  1.00001564   +0 26 13.4
 LB2252;SPC IL E     - 1,319,865.19  1,172,800.54   sFT  1.00001564   +0 26 13.4
 LB2252;UTM  16      - 4,460,028.732   444,116.476   MT  0.99963844   -0 25 30.5
 LB2252
 LB2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2252!SPC IL E     -   0.99997328  x   1.00001564  =   0.99998892
 LB2252!UTM  16      -   0.99997328  x   0.99963844  =   0.99961173
 LB2252
 LB2252:                Primary Azimuth Mark                     Grid Az
 LB2252:SPC IL E     -  ALVIN AZ MK                              000 34 27.4
 LB2252:UTM  16      -  ALVIN AZ MK                              001 26 11.3
 LB2252
 LB2252|---------------------------------------------------------------------|
 LB2252| PID    Reference Object                     Distance      Geod. Az  |
 LB2252|                                                           dddmmss.s |
 LB2252| CM2671 ALVIN AZ MK                                        0010040.8 |
 LB2252| CM2672 ALVIN RM 1                           18.740 METERS 23246     |
 LB2252| CM2673 ALVIN RM 2                           17.594 METERS 29249     |
 LB2252|---------------------------------------------------------------------|
 LB2252
 LB2252                          SUPERSEDED SURVEY CONTROL
 LB2252
 LB2252  NAD 83(1997)-  40 17 19.98480(N)    087 39 26.85394(W) AD(       ) 3
 LB2252  NAD 83(1986)-  40 17 19.99416(N)    087 39 26.86186(W) AD(       ) 3
 LB2252  NAD 27      -  40 17 19.86310(N)    087 39 26.77690(W) AD(       ) 3
 LB2252
 LB2252.Superseded values are not recommended for survey control.
 LB2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2252.See file dsdata.txt to determine how the superseded data were derived.
 LB2252
 LB2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4411660029(NAD 83)
 LB2252_MARKER: DS = TRIANGULATION STATION DISK
 LB2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2252
 LB2252  HISTORY     - Date     Condition        Report By
 LB2252  HISTORY     - 1955     MONUMENTED       CGS
 LB2252  HISTORY     - 1959     GOOD             CGS
 LB2252  HISTORY     - 1969     GOOD             CGS
 LB2252
 LB2252                          STATION DESCRIPTION
 LB2252
 LB2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2252'STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY 1, ABOUT
 LB2252'5-1/2 MILES SOUTH OF ROSSVILLE AND 0.7 MILE SOUTH OF THE JUNCTION OF
 LB2252'STATE HIGHWAYS 1 AND 119 AND IS ON ROAD RIGHT-OF-WAY.  IT IS 111
 LB2252'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 53
 LB2252'FEET WEST OF THE CENTER OF HIGHWAY 1 AND 49 FEET NORTH OF THE
 LB2252'CENTER OF A DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS
 LB2252'STAMPED ALVIN 1955.
 LB2252'
 LB2252'REFERENCE MARK NO. 1 IS 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LB2252'THE FRAME HOUSE, 5 FEET NORTH OF A FENCE CORNER, 1 FOOT SOUTH OF A
 LB2252'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS
 LB2252'FLUSH AND THE DISK IS STAMPED ALVIN NO 1 1955.
 LB2252'
 LB2252'REFERENCE MARK NO. 2 IS 10 FEET SOUTHWEST OF A 24 INCH MAPLE TREE AND
 LB2252'1 FOOT EAST OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2252'STAMPED ALVIN NO 2 1955.
 LB2252'
 LB2252'AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF HIGHWAY 1, 7 FEET
 LB2252'SOUTHWEST OF A TELEPHONE POLE AND 3 FEET WEST OF A FENCE LINE AND A
 LB2252'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2252'ALVIN 1955.
 LB2252'
 LB2252'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 119
 LB2252'ABOUT 5 MILES SOUTH OF ROSSVILLE, GO SOUTH ON HIGHWAY 1 FOR 0.45
 LB2252'MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF HIGHWAY AS
 LB2252'DESCRIBED.  CONTINUE SOUTH ON HIGHWAY 1 FOR 0.25 MILE TO A DRIVEWAY
 LB2252'ON THE RIGHT AND THE STATION AS DESCRIBED.
 LB2252'
 LB2252'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2252
 LB2252                          STATION RECOVERY (1959)
 LB2252
 LB2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RLS)
 LB2252'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS ARE IN GOOD
 LB2252'CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE.
 LB2252
 LB2252                          STATION RECOVERY (1969)
 LB2252
 LB2252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2252'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 LB2252'THE BELOW INFORMATION.
 LB2252'
 LB2252'THE STATION MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST AND 14 FEET
 LB2252'NORTH OF A 30 INCH MAPLE TREE.
 LB2252'
 LB2252'REFERENCE MARK 1 IS 15 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 LB2252'AND THE FENCE CORNER IS GONE.
 LB2252'
 LB2252'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST, 7 FEET
 LB2252'SOUTHWEST OF A TELEPHONE GUY POLE AND 14 FEET NORTH OF TELEPHONE NO.
 LB2252'3863.
 LB2252'
 LB2252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 LB2252'SOUTH OF ROSSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2244 ***********************************************************************
 LB2244  DESIGNATION -  AMBIA
 LB2244  PID         -  LB2244
 LB2244  STATE/COUNTY-  IL/VERMILION
 LB2244  USGS QUAD   -  AMBIA (1964)
 LB2244
 LB2244                         *CURRENT SURVEY CONTROL
 LB2244  ___________________________________________________________________
 LB2244* NAD 83(1997)-  40 27 43.31284(N)    087 31 37.66609(W)     ADJUSTED  
 LB2244* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LB2244  ___________________________________________________________________
 LB2244  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LB2244  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LB2244
 LB2244  HORZ ORDER  -  THIRD
 LB2244
 LB2244.The horizontal coordinates were established by classical geodetic methods
 LB2244.and adjusted by the National Geodetic Survey in October 1999..
 LB2244
 LB2244.The orthometric height was scaled from a topographic map.
 LB2244
 LB2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2244
 LB2244.The geoid height was determined by GEOID03.
 LB2244
 LB2244;                    North         East     Units Scale Factor Converg.
 LB2244;SPC IL E     -   421,614.759   368,377.264   MT  1.00003253   +0 31 23.5
 LB2244;SPC IL E     - 1,383,247.76  1,208,584.41   sFT  1.00003253   +0 31 23.5
 LB2244;SPC IN W     -   578,914.060   862,360.388   MT  0.99998410   -0 17 16.8
 LB2244;SPC IN W     - 1,899,320.55  2,829,260.71   sFT  0.99998410   -0 17 16.8
 LB2244;UTM  16      - 4,479,173.644   455,309.014   MT  0.99962458   -0 20 31.5
 LB2244
 LB2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2244!SPC IL E     -   0.99996927  x   1.00003253  =   1.00000180
 LB2244!SPC IN W     -   0.99996927  x   0.99998410  =   0.99995337
 LB2244!UTM  16      -   0.99996927  x   0.99962458  =   0.99959386
 LB2244
 LB2244|---------------------------------------------------------------------|
 LB2244| PID    Reference Object                     Distance      Geod. Az  |
 LB2244|                                                           dddmmss.s |
 LB2244| LB2245 AMBIA 2                               6.335 METERS 00315     |
 LB2244| CM2675 AMBIA AZ MK                                        0031527.4 |
 LB2244| LB2242 AMBIA MUNICIPAL TANK                APPROX. 3.2 KM 0111908.0 |
 LB2244| CM2676 AMBIA RM 1                            8.084 METERS 08707     |
 LB2244| CM2677 AMBIA RM 2                           17.142 METERS 17548     |
 LB2244|---------------------------------------------------------------------|
 LB2244
 LB2244                          SUPERSEDED SURVEY CONTROL
 LB2244
 LB2244  NAD 83(1997)-  40 27 43.31257(N)    087 31 37.66631(W) AD(       ) 3
 LB2244  NAD 83(1986)-  40 27 43.32136(N)    087 31 37.67456(W) AD(       ) 3
 LB2244  NAD 27      -  40 27 43.19070(N)    087 31 37.60640(W) AD(       ) 3
 LB2244
 LB2244.Superseded values are not recommended for survey control.
 LB2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2244.See file dsdata.txt to determine how the superseded data were derived.
 LB2244
 LB2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5530979174(NAD 83)
 LB2244_MARKER: DS = TRIANGULATION STATION DISK
 LB2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2244
 LB2244  HISTORY     - Date     Condition        Report By
 LB2244  HISTORY     - 1955     MONUMENTED       CGS
 LB2244  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LB2244
 LB2244                          STATION DESCRIPTION
 LB2244
 LB2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2244'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF BOSWELL, 8 MILES EAST
 LB2244'OF HOOPESTON AND 2 MILES SOUTH OF AMBIA IN THE NORTHWEST ANGLE OF
 LB2244'THE JUNCTION OF STATE HIGHWAYS 9 AND 352 AND GRAVELED ROAD SOUTH
 LB2244'ALONG STATE LINE.  IT IS 100 FEET WEST OF THE CENTER OF INDIANA
 LB2244'STATE HIGHWAY 352, 98 FEET WEST-NORTHWEST OF THE CENTER OF
 LB2244'CROSSROAD, 62 FEET NORTH OF A WHITE WITNESS POST, 64 FEET WEST OF
 LB2244'THE ILLINOIS-INDIANA STATE LINE AND 31 FEET NORTH OF
 LB2244'THE CENTER OF ILLINOIS STATE HIGHWAY 9.  THE MARK IS FLUSH
 LB2244'AND THE DISK IS STAMPED AMBIA 1955.
 LB2244'
 LB2244'REFERENCE MARK NO. 1 IS 38 FEET WEST OF INDIANA-ILLINOIS STATE LINE
 LB2244'AND 31 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9.  THE MARK IS
 LB2244'FLUSH AND THE DISK IS STAMPED AMBIA NO 1 1955.
 LB2244'
 LB2244'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LB2244'9, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF FENCE
 LB2244'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED AMBIA NO 2 1955.
 LB2244'
 LB2244'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF STATE HIGHWAY 352,
 LB2244'3 FEET NORTH OF A WHITE WITNESS POST, 2 FEET SOUTH OF A POWER LINE
 LB2244'POLE AND 1 FOOT WEST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2244'IS STAMPED AMBIA 1955.
 LB2244'
 LB2244'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 9 IN
 LB2244'THE SOUTHWEST EDGE OF HOOPESTON, GO EAST ON STATE HIGHWAY 9 FOR
 LB2244'ABOUT 8 MILES TO THE INDIANA STATE LINE AND STATION ON THE NORTH
 LB2244'SIDE AS DESCRIBED.
 LB2244'
 LB2244'TO REACH THE STATION FROM BOSWELL AT THE JUNCTION OF U. S. HIGHWAY 41
 LB2244'AND STATE HIGHWAY 352, GO SOUTH ON U. S. HIGHWAY 41 FOR 4.0 MILES TO
 LB2244'JUNCTION WITH STATE HIGHWAY 26 RIGHT, TURN RIGHT AND GO WEST ON
 LB2244'STATE HIGHWAY 26 FOR 7.85 MILES TO INDIANA-ILLINOIS STATE LINE AND
 LB2244'STATION ON THE NORTH SIDE AS DESCRIBED.
 LB2244'
 LB2244'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 LB2244'352 FOR 0.55 MILE TO THE MARK ON THE EAST SIDE AS DESCRIBED.
 LB2244'
 LB2244'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2244
 LB2244                          STATION RECOVERY (1967)
 LB2244
 LB2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LB2244'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  AT THE
 LB2244'REQUEST OF THE ILLINOIS STATE HIGHWAY DEPT.  THE SURFACE STATION
 LB2244'MARK AND BOTH REFERENCE MARKS WERE DESTROYED AFTER STATION AMBIA 2
 LB2244'WAS ESTABLISHED NEAR BY.  IT IS POSSIBLE THAT THE UNDERGROUND
 LB2244'STATION MARK MAY NOT BE DESTROYED.  THE AZIMUTH MARK WAS LEFT IN
 LB2244'ITS ORIGINAL POSITION.
 LB2244'
 LB2244'NOTE--THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED ALONG
 LB2244'WITH THE DIRECTION TO THE WATER TANK.
 LB2244'
 LB2244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 LB2244'AMBIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2245 ***********************************************************************
 LB2245  DESIGNATION -  AMBIA 2
 LB2245  PID         -  LB2245
 LB2245  STATE/COUNTY-  IL/VERMILION
 LB2245  USGS QUAD   -  AMBIA (1964)
 LB2245
 LB2245                         *CURRENT SURVEY CONTROL
 LB2245  ___________________________________________________________________
 LB2245* NAD 83(1997)-  40 27 43.51789(N)    087 31 37.65081(W)     ADJUSTED  
 LB2245* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LB2245  ___________________________________________________________________
 LB2245  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LB2245  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LB2245
 LB2245  HORZ ORDER  -  THIRD
 LB2245
 LB2245.The horizontal coordinates were established by classical geodetic methods
 LB2245.and adjusted by the National Geodetic Survey in October 1999..
 LB2245.No horizontal observational check was made to the station.
 LB2245
 LB2245.The orthometric height was scaled from a topographic map.
 LB2245
 LB2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2245
 LB2245.The geoid height was determined by GEOID03.
 LB2245
 LB2245;                    North         East     Units Scale Factor Converg.
 LB2245;SPC IL E     -   421,621.087   368,377.566   MT  1.00003253   +0 31 23.5
 LB2245;SPC IL E     - 1,383,268.52  1,208,585.40   sFT  1.00003253   +0 31 23.5
 LB2245;SPC IN W     -   578,920.383   862,360.779   MT  0.99998410   -0 17 16.8
 LB2245;SPC IN W     - 1,899,341.29  2,829,261.99   sFT  0.99998410   -0 17 16.8
 LB2245;UTM  16      - 4,479,179.964   455,309.412   MT  0.99962458   -0 20 31.5
 LB2245
 LB2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2245!SPC IL E     -   0.99996927  x   1.00003253  =   1.00000180
 LB2245!SPC IN W     -   0.99996927  x   0.99998410  =   0.99995337
 LB2245!UTM  16      -   0.99996927  x   0.99962458  =   0.99959386
 LB2245
 LB2245:                Primary Azimuth Mark                     Grid Az
 LB2245:SPC IL E     -  AMBIA AZ MK                              002 44 03.6
 LB2245:SPC IN W     -  AMBIA AZ MK                              003 32 43.9
 LB2245:UTM  16      -  AMBIA AZ MK                              003 35 58.6
 LB2245
 LB2245|---------------------------------------------------------------------|
 LB2245| PID    Reference Object                     Distance      Geod. Az  |
 LB2245|                                                           dddmmss.s |
 LB2245| CM2675 AMBIA AZ MK                                        0031527.1 |
 LB2245| LB2309 AMBIA TRUNKLINE MWV KSI 942         APPROX. 6.7 KM 0075700.3 |
 LB2245| LB2242 AMBIA MUNICIPAL TANK                APPROX. 3.2 KM 0112005.6 |
 LB2245| CM2678 AMBIA 2 RM 3                          7.650 METERS 08735     |
 LB2245| LB2244 AMBIA                                 6.335 METERS 18315     |
 LB2245| CM2679 AMBIA 2 RM 4                          5.495 METERS 26816     |
 LB2245|---------------------------------------------------------------------|
 LB2245
 LB2245                          SUPERSEDED SURVEY CONTROL
 LB2245
 LB2245  NAD 83(1997)-  40 27 43.51762(N)    087 31 37.65103(W) AD(       ) 3
 LB2245  NAD 83(1986)-  40 27 43.52641(N)    087 31 37.65928(W) AD(       ) 3
 LB2245  NAD 27      -  40 27 43.39572(N)    087 31 37.59112(W) AD(       ) 3
 LB2245
 LB2245.Superseded values are not recommended for survey control.
 LB2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2245.See file dsdata.txt to determine how the superseded data were derived.
 LB2245
 LB2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5530979180(NAD 83)
 LB2245_MARKER: DS = TRIANGULATION STATION DISK
 LB2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2245_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2245
 LB2245  HISTORY     - Date     Condition        Report By
 LB2245  HISTORY     - 1967     MONUMENTED       CGS
 LB2245
 LB2245                          STATION DESCRIPTION
 LB2245
 LB2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LB2245'THE STATION IS 2 MILES SOUTH OF AMBIA, INDIANA IN THE NORTHWEST ANGLE
 LB2245'OF THE INTERSECTION OF ILL. STATE HIGHWAY 9 AND THE STATE LINE ROAD
 LB2245'OR IND. STATE HIGHWAY 352.  IT IS 101 FEET WEST OF HIGHWAY 352, 51
 LB2245'FEET NORTH OF THE CENTERLINE OF THE PRESENT HIGHWAY 9, 27 FEET
 LB2245'WEST OF A TELEPHONE POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LB2245'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED AMBIA 2 1967.
 LB2245'
 LB2245'REFERENCE MARK 3 IS 51 FEET NORTH OF THE CENTERLINE OF HIGHWAY 9, 76
 LB2245'FEET WEST OF THE CENTERLINE OF HIGHWAY 352, 2 FEET WEST OF THE
 LB2245'TELEPHONE POLE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 LB2245'MONUMENT IS FLUSH AND THE DISK IS STAMPED AMBIA NO 3 1967.
 LB2245'
 LB2245'REFERENCE MARK 4 IS 51 FEET NORTH OF THE CENTERLINE OF HIGHWAY 9 AND
 LB2245'1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 LB2245'DISK IS STAMPED AMBIA NO 4 1967.
 LB2245'
 LB2245'THE AZIMUTH MARK IS 0.55 MILE NORTH OF THE STATION ON THE EAST SIDE
 LB2245'OF HIGHWAY 352.  IT IS 50 FEET EAST OF THE CENTERLINE OF THE
 LB2245'HIGHWAY, 2 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH OF A METAL
 LB2245'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LB2245'AMBIA 1955.
 LB2245'
 LB2245'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1582 ***********************************************************************
 MF1582  DESIGNATION -  AMBOY
 MF1582  PID         -  MF1582
 MF1582  STATE/COUNTY-  IL/LEE
 MF1582  USGS QUAD   -  AMBOY (1982)
 MF1582
 MF1582                         *CURRENT SURVEY CONTROL
 MF1582  ___________________________________________________________________
 MF1582* NAD 83(1997)-  41 42 26.37822(N)    089 19 20.83482(W)     ADJUSTED  
 MF1582* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 MF1582  ___________________________________________________________________
 MF1582  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 MF1582  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1582
 MF1582  HORZ ORDER  -  THIRD
 MF1582
 MF1582.The horizontal coordinates were established by classical geodetic methods
 MF1582.and adjusted by the National Geodetic Survey in October 1999..
 MF1582
 MF1582.The orthometric height was scaled from a topographic map.
 MF1582
 MF1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1582
 MF1582.The geoid height was determined by GEOID03.
 MF1582
 MF1582;                    North         East     Units Scale Factor Converg.
 MF1582;SPC IL W     -   559,921.599   770,259.401   MT  1.00000190   +0 33 42.1
 MF1582;SPC IL W     - 1,837,009.45  2,527,092.72   sFT  1.00000190   +0 33 42.1
 MF1582;UTM  16      - 4,619,888.208   306,774.874   MT  1.00005947   -1 32 44.4
 MF1582
 MF1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1582!SPC IL W     -   0.99996973  x   1.00000190  =   0.99997163
 MF1582!UTM  16      -   0.99996973  x   1.00005947  =   1.00002920
 MF1582
 MF1582:                Primary Azimuth Mark                     Grid Az
 MF1582:SPC IL W     -  AMBOY AZ MK                              133 37 08.1
 MF1582:UTM  16      -  AMBOY AZ MK                              135 43 34.6
 MF1582
 MF1582|---------------------------------------------------------------------|
 MF1582| PID    Reference Object                     Distance      Geod. Az  |
 MF1582|                                                           dddmmss.s |
 MF1582| CI6624 AMBOY AZ MK                                        1341050.2 |
 MF1582| CI6625 AMBOY RM 1                           26.551 METERS 14128     |
 MF1582| CI6627 AMBOY 2 RM 3                         10.561 METERS 20429     |
 MF1582| MF1589 AMBOY 2                               8.966 METERS 23101     |
 MF1582| CI6626 AMBOY RM 2                           23.366 METERS 23233     |
 MF1582| MF1585 AMBOY MILK CO WATER TANK            APPROX. 0.7 KM 3160619.3 |
 MF1582| MF1587 AMBOY ST PATRICKS CATH CH           APPROX. 1.2 KM 3242854.4 |
 MF1582|---------------------------------------------------------------------|
 MF1582
 MF1582                          SUPERSEDED SURVEY CONTROL
 MF1582
 MF1582  NAD 83(1997)-  41 42 26.37821(N)    089 19 20.83557(W) AD(       ) 3
 MF1582  NAD 83(1986)-  41 42 26.38291(N)    089 19 20.84058(W) AD(       ) 3
 MF1582  NAD 27      -  41 42 26.25970(N)    089 19 20.49730(W) AD(       ) 3
 MF1582
 MF1582.Superseded values are not recommended for survey control.
 MF1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1582.See file dsdata.txt to determine how the superseded data were derived.
 MF1582
 MF1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0677519888(NAD 83)
 MF1582_MARKER: DS = TRIANGULATION STATION DISK
 MF1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1582
 MF1582  HISTORY     - Date     Condition        Report By
 MF1582  HISTORY     - 1954     MONUMENTED       CGS
 MF1582  HISTORY     - 1972     GOOD             NGS
 MF1582  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 MF1582  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1582  HISTORY     - 20030716 MARK NOT FOUND   USPSQD
 MF1582
 MF1582                          STATION DESCRIPTION
 MF1582
 MF1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1582'STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF AMBOY ON THE
 MF1582'WEST SIDE OF U.S. HIGHWAY 52 AND IS ON ROAD RIGHT-OF-WAY.
 MF1582'IT IS 58 FEET SOUTH OF A 12 INCH OAK TREE, 43 FEET WEST OF
 MF1582'THE CENTER OF THE HIGHWAY, 45 FEET EAST OF THE EAST EDGE OF
 MF1582'A DRAINAGE DITCH, 38 FEET SOUTHEAST OF A POWER LINE POLE AND
 MF1582'5 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 MF1582'AND THE DISK IS STAMPED AMBOY 1954.
 MF1582'
 MF1582'REFERENCE MARK NO. 1 IS 40 FEET WEST OF THE CENTER OF THE
 MF1582'HIGHWAY AND 26 FEET EAST OF THE EAST EDGE OF THE DRAINAGE DITCH.
 MF1582'THE MARK IS FLUSH AND THE DISK IS STAMPED AMBOY NO 1 1954.
 MF1582'
 MF1582'REFERENCE MARK NO. 2 IS 43 FEET SOUTHWEST OF A POWER LINE
 MF1582'POLE AND 25 FEET EAST OF THE EAST EDGE OF A LARGE BANK.  THE
 MF1582'MARK IS FLUSH AND THE DISK IS STAMPED AMBOY NO 2 1954.
 MF1582'
 MF1582'AZIMUTH MARK IS 34 FEET EAST OF THE CENTER OF HIGHWAY 52,
 MF1582'2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF
 MF1582'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1582'AMBOY 1954.
 MF1582'
 MF1582'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MF1582'52 AND MAIN STREET IN AMBOY, GO SOUTHEAST ON HIGHWAY 52 FOR
 MF1582'0.55 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE
 MF1582'SOUTH ON HIGHWAY 52 FOR 0.75 MILE TO THE AZIMUTH MARK ON
 MF1582'THE LEFT AS DESCRIBED.
 MF1582'
 MF1582'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1582
 MF1582                          STATION RECOVERY (1972)
 MF1582
 MF1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MF1582'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION MARK AND
 MF1582'REFERENCE MARK 1 WERE IN THE WAY OF ROAD WIDENING AND WERE
 MF1582'DESTROYED AFTER A NEW STATION AMBOY 2 1972 WAS ESTABLISHED.
 MF1582'THE UNDERGROUND STATION MARK WAS LEFT INTACT.  THE AZIMUTH
 MF1582'MARK AND REFERENCE MARK 2 WERE LEFT INTACT AND USED WITH THE
 MF1582'NEW STATION.  THE DISTANCE TO THE REFERENCE MARKS CHECKED.
 MF1582'THE DIRECTION TO THE SPIRE AND THE AZIMUTH MARK CHECKED.
 MF1582'THE DIRECTION TO THE REFERENCE FAILED TO CHECK AND IT IS
 MF1582'ASSUMED THAT AN ERROR WAS MADE IN PREVIOUS TRANFER SINCE THE
 MF1582'1954 AND 1972 DIRECTION BETWEEN THE MARKS CHECKED.
 MF1582'
 MF1582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2
 MF1582'MILE SOUTHEAST OF AMBOY
 MF1582
 MF1582                          STATION RECOVERY (1995)
 MF1582
 MF1582'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1582'MARK NOT FOUND.
 MF1582
 MF1582                          STATION RECOVERY (2002)
 MF1582
 MF1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1582'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1582
 MF1582                          STATION RECOVERY (2003)
 MF1582
 MF1582'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1582'RM 1, RM 2, AND THE AZIMUTH WERE NOT LOCATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1586 ***********************************************************************
 MF1586  DESIGNATION -  AMBOY MILK CO STACK
 MF1586  PID         -  MF1586
 MF1586  STATE/COUNTY-  IL/LEE
 MF1586  USGS QUAD   -  AMBOY (1982)
 MF1586
 MF1586                         *CURRENT SURVEY CONTROL
 MF1586  ___________________________________________________________________
 MF1586* NAD 83(1997)-  41 42 41.74566(N)    089 19 41.52512(W)     ADJUSTED  
 MF1586* NAVD 88     -                                                        
 MF1586  ___________________________________________________________________
 MF1586  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MF1586  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1586
 MF1586  HORZ ORDER  -  THIRD
 MF1586
 MF1586.The horizontal coordinates were established by classical geodetic methods
 MF1586.and adjusted by the National Geodetic Survey in October 1999..
 MF1586
 MF1586
 MF1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1586
 MF1586.The geoid height was determined by GEOID03.
 MF1586
 MF1586;                    North         East     Units Scale Factor Converg.
 MF1586;SPC IL W     -   560,391.022   769,776.462   MT  1.00000107   +0 33 28.5
 MF1586;SPC IL W     - 1,838,549.54  2,525,508.28   sFT  1.00000107   +0 33 28.5
 MF1586;UTM  16      - 4,620,375.101   306,309.496   MT  1.00006168   -1 32 58.6
 MF1586
 MF1586                          SUPERSEDED SURVEY CONTROL
 MF1586
 MF1586  NAD 83(1997)-  41 42 41.74558(N)    089 19 41.52580(W) AD(       ) 4
 MF1586  NAD 83(1986)-  41 42 41.75045(N)    089 19 41.53097(W) AD(       ) 4
 MF1586  NAD 27      -  41 42 41.63300(N)    089 19 41.19300(W) AD(       ) 3
 MF1586
 MF1586.Superseded values are not recommended for survey control.
 MF1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1586.See file dsdata.txt to determine how the superseded data were derived.
 MF1586
 MF1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0630920375(NAD 83)
 MF1586_MARKER: 63 = STACK
 MF1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1586+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 MF1586
 MF1586  HISTORY     - Date     Condition        Report By
 MF1586  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1586  HISTORY     - 19950809 GOOD             USPSQD
 MF1586  HISTORY     - 20020128 GOOD             NGS
 MF1586  HISTORY     - 20030716 GOOD             USPSQD
 MF1586
 MF1586                          STATION DESCRIPTION
 MF1586
 MF1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1586'STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED IN THE
 MF1586'SOUTHWEST SECTION OF AMBOY AND IS AT THE SOUTHEAST EDGE OF THE
 MF1586'AMBOY MILK CO. PLANT.  IT IS A ROUND CONCRETE STACK ABOUT 125
 MF1586'FEET HIGH.
 MF1586
 MF1586                          STATION RECOVERY (1995)
 MF1586
 MF1586'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1586'RECOVERED IN GOOD CONDITION.
 MF1586
 MF1586                          STATION RECOVERY (2002)
 MF1586
 MF1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1586'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1586
 MF1586                          STATION RECOVERY (2003)
 MF1586
 MF1586'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1585 ***********************************************************************
 MF1585  DESIGNATION -  AMBOY MILK CO WATER TANK
 MF1585  PID         -  MF1585
 MF1585  STATE/COUNTY-  IL/LEE
 MF1585  USGS QUAD   -  AMBOY (1982)
 MF1585
 MF1585                         *CURRENT SURVEY CONTROL
 MF1585  ___________________________________________________________________
 MF1585* NAD 83(1997)-  41 42 41.80785(N)    089 19 40.64771(W)     ADJUSTED  
 MF1585* NAVD 88     -                                                        
 MF1585  ___________________________________________________________________
 MF1585  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MF1585  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1585
 MF1585  HORZ ORDER  -  THIRD
 MF1585
 MF1585.The horizontal coordinates were established by classical geodetic methods
 MF1585.and adjusted by the National Geodetic Survey in October 1999..
 MF1585
 MF1585
 MF1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1585
 MF1585.The geoid height was determined by GEOID03.
 MF1585
 MF1585;                    North         East     Units Scale Factor Converg.
 MF1585;SPC IL W     -   560,393.138   769,796.726   MT  1.00000110   +0 33 29.1
 MF1585;SPC IL W     - 1,838,556.49  2,525,574.76   sFT  1.00000110   +0 33 29.1
 MF1585;UTM  16      - 4,620,376.471   306,329.826   MT  1.00006159   -1 32 58.1
 MF1585
 MF1585                          SUPERSEDED SURVEY CONTROL
 MF1585
 MF1585  NAD 83(1997)-  41 42 41.80775(N)    089 19 40.64838(W) AD(       ) 4
 MF1585  NAD 83(1986)-  41 42 41.81269(N)    089 19 40.65361(W) AD(       ) 4
 MF1585  NAD 27      -  41 42 41.69400(N)    089 19 40.31500(W) AD(       ) 3
 MF1585
 MF1585.Superseded values are not recommended for survey control.
 MF1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1585.See file dsdata.txt to determine how the superseded data were derived.
 MF1585
 MF1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0633020376(NAD 83)
 MF1585_MARKER: 53 = ELEVATED TANK
 MF1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1585+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 MF1585
 MF1585  HISTORY     - Date     Condition        Report By
 MF1585  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1585  HISTORY     - 19830615 GOOD             NGS
 MF1585  HISTORY     - 19950809 GOOD             USPSQD
 MF1585  HISTORY     - 20020128 GOOD             NGS
 MF1585  HISTORY     - 20030716 GOOD             USPSQD
 MF1585
 MF1585                          STATION DESCRIPTION
 MF1585
 MF1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1585'STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED AT THE
 MF1585'SOUTHEAST EDGE OF THE AMBOY MILK CO. PLANT WHICH IS IN THE
 MF1585'SOUTHWEST SECTION OF AMBOY.  IT IS A FOUR LEGGED STEEL STRUCTURE
 MF1585'ABOUT 70 FEET HIGH, PAINTED SILVER AND HAS THE INSCRIPTION
 MF1585'AMBOY MILK IN BLACK LETTERS ON THE NORTH AND SOUTH SIDE.
 MF1585
 MF1585                          STATION RECOVERY (1983)
 MF1585
 MF1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MF1585'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 MF1585
 MF1585                          STATION RECOVERY (1995)
 MF1585
 MF1585'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1585'RECOVERED IN GOOD CONDITION.
 MF1585
 MF1585                          STATION RECOVERY (2002)
 MF1585
 MF1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1585'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1585
 MF1585                          STATION RECOVERY (2003)
 MF1585
 MF1585'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1583 ***********************************************************************
 MF1583  DESIGNATION -  AMBOY MUNICIPAL TANK
 MF1583  PID         -  MF1583
 MF1583  STATE/COUNTY-  IL/LEE
 MF1583  USGS QUAD   -  AMBOY (1982)
 MF1583
 MF1583                         *CURRENT SURVEY CONTROL
 MF1583  ___________________________________________________________________
 MF1583* NAD 83(1997)-  41 42 45.54460(N)    089 19 46.43805(W)     ADJUSTED  
 MF1583* NAVD 88     -                                                        
 MF1583  ___________________________________________________________________
 MF1583  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MF1583  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1583
 MF1583  HORZ ORDER  -  THIRD
 MF1583
 MF1583.The horizontal coordinates were established by classical geodetic methods
 MF1583.and adjusted by the National Geodetic Survey in October 1999..
 MF1583
 MF1583
 MF1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1583
 MF1583.The geoid height was determined by GEOID03.
 MF1583
 MF1583;                    North         East     Units Scale Factor Converg.
 MF1583;SPC IL W     -   560,507.117   769,661.752   MT  1.00000087   +0 33 25.3
 MF1583;SPC IL W     - 1,838,930.43  2,525,131.93   sFT  1.00000087   +0 33 25.3
 MF1583;UTM  16      - 4,620,495.343   306,199.127   MT  1.00006221   -1 33 02.0
 MF1583
 MF1583                          SUPERSEDED SURVEY CONTROL
 MF1583
 MF1583  NAD 83(1997)-  41 42 45.54451(N)    089 19 46.43874(W) AD(       ) 4
 MF1583  NAD 83(1986)-  41 42 45.54935(N)    089 19 46.44385(W) AD(       ) 4
 MF1583  NAD 27      -  41 42 45.43100(N)    089 19 46.10500(W) AD(       ) 3
 MF1583
 MF1583.Superseded values are not recommended for survey control.
 MF1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1583.See file dsdata.txt to determine how the superseded data were derived.
 MF1583
 MF1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0619920495(NAD 83)
 MF1583_MARKER: 53 = ELEVATED TANK
 MF1583
 MF1583  HISTORY     - Date     Condition        Report By
 MF1583  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1583  HISTORY     - 19950809 GOOD             USPSQD
 MF1583  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1583  HISTORY     - 20030716 MARK NOT FOUND   USPSQD
 MF1583
 MF1583                          STATION DESCRIPTION
 MF1583
 MF1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1583'STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN THE
 MF1583'SOUTHWEST SECTION OF AMBOY.  IT IS A FOUR LEGGED STEEL STRUCTURE
 MF1583'ABOUT 125 FEET HIGH AND IS PAINTED SILVER AND HAS THE INSCRIPTION
 MF1583'AMBOY IN BLACK LETTERS ON THE NORTH AND SOUTH SIDE.
 MF1583
 MF1583                          STATION RECOVERY (1995)
 MF1583
 MF1583'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1583'RECOVERED IN GOOD CONDITION.
 MF1583
 MF1583                          STATION RECOVERY (2002)
 MF1583
 MF1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1583'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1583
 MF1583                          STATION RECOVERY (2003)
 MF1583
 MF1583'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1583'THIS STRUCTURE HAS BEEN REPLACED BY A NEW WATER TOWER IA ANOTHER
 MF1583'LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1587 ***********************************************************************
 MF1587  DESIGNATION -  AMBOY ST PATRICKS CATH CH
 MF1587  PID         -  MF1587
 MF1587  STATE/COUNTY-  IL/LEE
 MF1587  USGS QUAD   -  AMBOY (1982)
 MF1587
 MF1587                         *CURRENT SURVEY CONTROL
 MF1587  ___________________________________________________________________
 MF1587* NAD 83(1997)-  41 42 58.77041(N)    089 19 51.69425(W)     ADJUSTED  
 MF1587* NAVD 88     -                                                        
 MF1587  ___________________________________________________________________
 MF1587  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 MF1587  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1587
 MF1587  HORZ ORDER  -  THIRD
 MF1587
 MF1587.The horizontal coordinates were established by classical geodetic methods
 MF1587.and adjusted by the National Geodetic Survey in October 1999..
 MF1587
 MF1587
 MF1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1587
 MF1587.The geoid height was determined by GEOID03.
 MF1587
 MF1587;                    North         East     Units Scale Factor Converg.
 MF1587;SPC IL W     -   560,913.962   769,536.288   MT  1.00000066   +0 33 21.9
 MF1587;SPC IL W     - 1,840,265.22  2,524,720.30   sFT  1.00000066   +0 33 21.9
 MF1587;UTM  16      - 4,620,906.553   306,088.704   MT  1.00006274   -1 33 05.9
 MF1587
 MF1587                          SUPERSEDED SURVEY CONTROL
 MF1587
 MF1587  NAD 83(1997)-  41 42 58.77030(N)    089 19 51.69494(W) AD(       ) 4
 MF1587  NAD 83(1986)-  41 42 58.77518(N)    089 19 51.70001(W) AD(       ) 4
 MF1587  NAD 27      -  41 42 58.65800(N)    089 19 51.36000(W) AD(       ) 3
 MF1587
 MF1587.Superseded values are not recommended for survey control.
 MF1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1587.See file dsdata.txt to determine how the superseded data were derived.
 MF1587
 MF1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0608920907(NAD 83)
 MF1587_MARKER: 90 = CHURCH SPIRE
 MF1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1587+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 MF1587
 MF1587  HISTORY     - Date     Condition        Report By
 MF1587  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1587  HISTORY     - 19950809 GOOD             USPSQD
 MF1587  HISTORY     - 20020128 GOOD             NGS
 MF1587  HISTORY     - 20030716 GOOD             USPSQD
 MF1587
 MF1587                          STATION DESCRIPTION
 MF1587
 MF1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1587'STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED IN THE
 MF1587'NORTHWEST SECTION OF AMBOY ABOUT 0.05 MILE SOUTH OF THE
 MF1587'INTERSECTION OF JONES AND PROVOST STREETS.  IT IS A GREY WOODEN
 MF1587'SHINGLE SPIRE WITH A CROSS AT THE TOP AND IS AT THE EAST END OF
 MF1587'THE RED BRICK CHURCH AND THE OVER ALL HEIGHT IS ABOUT 100 FEET.
 MF1587
 MF1587                          STATION RECOVERY (1995)
 MF1587
 MF1587'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1587'RECOVERED IN GOOD CONDITION.
 MF1587
 MF1587                          STATION RECOVERY (2002)
 MF1587
 MF1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1587
 MF1587                          STATION RECOVERY (2003)
 MF1587
 MF1587'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9238 ***********************************************************************
 AE9238  DESIGNATION -  AME 108 CHI
 AE9238  PID         -  AE9238
 AE9238  STATE/COUNTY-  IL/COOK
 AE9238  USGS QUAD   -  JACKSON PARK (1993)
 AE9238
 AE9238                         *CURRENT SURVEY CONTROL
 AE9238  ___________________________________________________________________
 AE9238* NAD 83(1986)-  41 53 14.     (N)    087 36 35.     (W)     SCALED    
 AE9238* NAVD 88     -       178.668  (meters)     586.18   (feet)  ADJUSTED  
 AE9238  ___________________________________________________________________
 AE9238  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AE9238  DYNAMIC HT  -         178.607 (meters)     585.98  (feet)  COMP
 AE9238  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 AE9238
 AE9238  VERT ORDER  -  SECOND    CLASS I
 AE9238
 AE9238.The horizontal coordinates were scaled from a topographic map and have
 AE9238.an estimated accuracy of +/- 6 seconds.
 AE9238
 AE9238.The orthometric height was determined by differential leveling
 AE9238.and adjusted by the National Geodetic Survey in June 1998..
 AE9238
 AE9238.The geoid height was determined by GEOID03.
 AE9238
 AE9238.The dynamic height is computed by dividing the NAVD 88
 AE9238.geopotential number by the normal gravity value computed on the
 AE9238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9238.degrees latitude (g = 980.6199 gals.).
 AE9238
 AE9238.The modeled gravity was interpolated from observed gravity values.
 AE9238
 AE9238;                    North         East    Units  Estimated Accuracy
 AE9238;SPC IL E     -   579,830.      360,060.      MT  (+/- 180 meters Scaled)
 AE9238
 AE9238                          SUPERSEDED SURVEY CONTROL
 AE9238
 AE9238.No superseded survey control is available for this station.
 AE9238
 AE9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM494374(NAD 83)
 AE9238_MARKER: DB = BENCH MARK DISK
 AE9238_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AE9238_SP_SET: PIER
 AE9238_STAMPING: BM/HS AME 108 CHI CDO 1985
 AE9238_MARK LOGO: USE   
 AE9238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9238+STABILITY: POSITION/ELEVATION WELL
 AE9238
 AE9238  HISTORY     - Date     Condition        Report By
 AE9238  HISTORY     - 1985     MONUMENTED       USE
 AE9238  HISTORY     - 19950810 GOOD             NOS
 AE9238
 AE9238                          STATION DESCRIPTION
 AE9238
 AE9238'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AE9238'BM IS LOCATED 0.75 MILES (1.21 KM) EAST ALONG E.  OHIO ST.  FROM THE
 AE9238'INTERSECTION WITH N.  MICHIGAN BLVD.  JUST SOUTH OF THE NAVY PIER AT
 AE9238'THE CHICAGO RIVER LOCKS, APPROX.  510 FT (155.4 M) WEST OF THE INNER
 AE9238'LOCK GATE, 13.1 METERS (43.0 FT) EAST OF THE WEST MOST BALLARDS , 8.60
 AE9238'METERS (28.22 FT) NNE OF THE INNER FACE OF THE BULKHEAD WALL, 0.70
 AE9238'METERS (2.30 FT) SSW OF THE NORTH FACE OF CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9237 ***********************************************************************
 AE9237  DESIGNATION -  AME 110 CHI
 AE9237  PID         -  AE9237
 AE9237  STATE/COUNTY-  IL/COOK
 AE9237  USGS QUAD   -  JACKSON PARK (1993)
 AE9237
 AE9237                         *CURRENT SURVEY CONTROL
 AE9237  ___________________________________________________________________
 AE9237* NAD 83(1986)-  41 53 21.     (N)    087 36 28.     (W)     SCALED    
 AE9237* NAVD 88     -       178.681  (meters)     586.22   (feet)  ADJUSTED  
 AE9237  ___________________________________________________________________
 AE9237  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AE9237  DYNAMIC HT  -         178.621 (meters)     586.03  (feet)  COMP
 AE9237  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 AE9237
 AE9237  VERT ORDER  -  SECOND    CLASS I
 AE9237
 AE9237.The horizontal coordinates were scaled from a topographic map and have
 AE9237.an estimated accuracy of +/- 6 seconds.
 AE9237
 AE9237.The orthometric height was determined by differential leveling
 AE9237.and adjusted by the National Geodetic Survey in June 1998..
 AE9237
 AE9237.The geoid height was determined by GEOID03.
 AE9237
 AE9237.The dynamic height is computed by dividing the NAVD 88
 AE9237.geopotential number by the normal gravity value computed on the
 AE9237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9237.degrees latitude (g = 980.6199 gals.).
 AE9237
 AE9237.The modeled gravity was interpolated from observed gravity values.
 AE9237
 AE9237;                    North         East    Units  Estimated Accuracy
 AE9237;SPC IL E     -   580,050.      360,220.      MT  (+/- 180 meters Scaled)
 AE9237
 AE9237                          SUPERSEDED SURVEY CONTROL
 AE9237
 AE9237.No superseded survey control is available for this station.
 AE9237
 AE9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM495376(NAD 83)
 AE9237_MARKER: DB = BENCH MARK DISK
 AE9237_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AE9237_SP_SET: LOCK WALL
 AE9237_STAMPING: BM/HS AME 110 CHI C.D.O. 1985
 AE9237_MARK LOGO: USE   
 AE9237_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9237+STABILITY: POSITION/ELEVATION WELL
 AE9237
 AE9237  HISTORY     - Date     Condition        Report By
 AE9237  HISTORY     - 1985     MONUMENTED       USE
 AE9237  HISTORY     - 19950810 GOOD             NOS
 AE9237
 AE9237                          STATION DESCRIPTION
 AE9237
 AE9237'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AE9237'0.75 MILES (1.21 KM) EAST ALONG E.OHIO ST.  FROM THE INTERSECTION AT
 AE9237'N.MICHIGAN BLVD.  AND JUST SOUTH OF THE NAVY PIER AT THE CHICAGO RIVER
 AE9237'LOCKS, SET ON TOP OF THE CONCRETE ON THE SOUTH PIER ON THE SIDE SOUTH
 AE9237'SIDE OF LOCKS,BEING THE WEST MOST OF THREE U.S.E.  MARKS, 23.7 FT (7.2
 AE9237'M) WNW OF NORTH POINT OF CONTROL ROOM C, 10.4 METERS (34.1 FT) WEST OF
 AE9237'INNER GATE, 8.70 METERS (28.54 FT) NW OF THE SW CORNER OF CONTROL ROOM
 AE9237'C (LOWER CORNER), 8.70 METERS (28.54 FT) EAST OF THE SECOND BALLARD
 AE9237'WEST OF THE INNER GATE, 8.10 METERS (26.57 FT) NNW OF THE NORTH FACE
 AE9237'OF CONCRETE PIER, 1.8 METERS (5.9 FT) SSW OF THE NORTH FACE OF THE
 AE9237'CONCRETE PIER..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1789 ***********************************************************************
 LC1789  DESIGNATION -  AMENIA
 LC1789  PID         -  LC1789
 LC1789  STATE/COUNTY-  IL/PIATT
 LC1789  USGS QUAD   -  WELDON EAST (1979)
 LC1789
 LC1789                         *CURRENT SURVEY CONTROL
 LC1789  ___________________________________________________________________
 LC1789* NAD 83(1997)-  40 01 27.59672(N)    088 39 15.61308(W)     ADJUSTED  
 LC1789* NAVD 88     -       211.2    (meters)     693.     (feet)  VERTCON   
 LC1789  ___________________________________________________________________
 LC1789  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 LC1789  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC1789
 LC1789  HORZ ORDER  -  SECOND
 LC1789
 LC1789.The horizontal coordinates were established by classical geodetic methods
 LC1789.and adjusted by the National Geodetic Survey in October 1999..
 LC1789
 LC1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1789
 LC1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1789
 LC1789.The geoid height was determined by GEOID03.
 LC1789
 LC1789;                    North         East     Units Scale Factor Converg.
 LC1789;SPC IL E     -   372,751.357   272,598.654   MT  0.99998424   -0 12 23.2
 LC1789;SPC IL E     - 1,222,935.08    894,350.75   sFT  0.99998424   -0 12 23.2
 LC1789;UTM  16      - 4,431,768.750   358,832.997   MT  0.99984533   -1 03 50.8
 LC1789
 LC1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1789!SPC IL E     -   0.99997189  x   0.99998424  =   0.99995613
 LC1789!UTM  16      -   0.99997189  x   0.99984533  =   0.99981722
 LC1789
 LC1789|---------------------------------------------------------------------|
 LC1789| PID    Reference Object                     Distance      Geod. Az  |
 LC1789|                                                           dddmmss.s |
 LC1789| CI6628 AMENIA RM 1                           7.739 METERS 07712     |
 LC1789| LC1788 AMENIA A PT 1976                      6.845 METERS 20958     |
 LC1789| LC1786 AMENIA AZ MK 1976                   417.317 METERS 2564511.8 |
 LC1789| LC1787 AMENIA AZ MK A PT 1976              422.102 METERS 2571036.3 |
 LC1789| CI6629 AMENIA RM 2                           7.021 METERS 25722     |
 LC1789| LC1779 CISCO ATT MICROWAVE                 APPROX. 7.7 KM 2720717.5 |
 LC1789| LC1781 WELDON ILL BELL MICROWAVE           APPROX. 9.0 KM 2992902.9 |
 LC1789| LC1780 CISCO TV STA MAST                   APPROX. 2.1 KM 3213246.7 |
 LC1789|---------------------------------------------------------------------|
 LC1789
 LC1789                          SUPERSEDED SURVEY CONTROL
 LC1789
 LC1789  NAD 83(1986)-  40 01 27.60663(N)    088 39 15.61022(W) AD(       ) 2
 LC1789  NAD 27      -  40 01 27.47445(N)    088 39 15.35976(W) AD(       ) 2
 LC1789  NGVD 29 (07/19/86)  211.3    (m)          693.     (f) VERT ANG       
 LC1789
 LC1789.Superseded values are not recommended for survey control.
 LC1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1789.See file dsdata.txt to determine how the superseded data were derived.
 LC1789
 LC1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5883331769(NAD 83)
 LC1789_MARKER: DS = TRIANGULATION STATION DISK
 LC1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1789
 LC1789  HISTORY     - Date     Condition        Report By
 LC1789  HISTORY     - 1976     MONUMENTED       NGS
 LC1789
 LC1789                          STATION DESCRIPTION
 LC1789
 LC1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC1789'NO MEASUREMENT BETWEEN RMS DUE TO BEING NEARLY ON LINE.
 LC1789'
 LC1789'STATION IS ABOUT 17 MILES NORTHEAST OF DECATUR, 4 MILES WEST OF
 LC1789'MONTICELLO, 3-1/2 MILES EAST-NORTHEAST OF CISCO AND 3/4 MILE
 LC1789'EAST-NORTHEAST OF THE GRAIN ELEVATOR AT AMENIA.  IT IS ON THE
 LC1789'SOUTH SIDE OF STATE HIGHWAY 47 AND TO THE NORTH OF RAILROAD
 LC1789'ON STATE HIGHWAY RIGHT-OF-WAY.
 LC1789'
 LC1789'TO REACH FROM THE POST OFFICE IN CISCO, GO NORTH ON MAIN STREET
 LC1789'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 47.  TURN RIGHT
 LC1789'ON STATE HIGHWAY 47 AND GO EAST AND NORTHEAST FOLLOWING
 LC1789'HIGHWAY FOR 3.5 MILES TO THE AZIMUTH MARK ON THE RIGHT, SOUTH
 LC1789'SIDE OF ROAD.  CONTINUE EAST ON HIGHWAY FOR 0.3 MILE TO THE
 LC1789'STATION ON THE RIGHT, SOUTH SIDE OF ROAD.
 LC1789'
 LC1789'STATION MARKS ARE STANDARD DISKS STAMPED AMENIA 1976.  THE
 LC1789'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LC1789'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET
 LC1789'NORTH OF THE CENTER OF RAILROAD TRACKS, 47.5 FEET SOUTH OF THE
 LC1789'CENTERLINE OF HIGHWAY AND 3 FEET SOUTH OF METAL WITNESS
 LC1789'POST WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN
 LC1789'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 LC1789'THE GROUND SURFACE.
 LC1789'
 LC1789'REFERENCE MARK 1, A STANDARD DISK STAMPED AMENIA NO 1 1976,
 LC1789'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LC1789'IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET NORTH OF
 LC1789'RAILROAD TRACK, 47.5 SOUTH OF THE CENTERLINE OF HIGHWAY AND
 LC1789'25.5 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED.
 LC1789'
 LC1789'REFERENCE MARK 2, A STANDARD DISK STAMPED AMENIA NO 2 1976,
 LC1789'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LC1789'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET NORTH
 LC1789'OF THE CENTER OF RAILROAD TRACK, 47.5 FEET SOUTH OF THE
 LC1789'CENTERLINE OF HIGHWAY AND 23 FEET WEST OF METAL WITNESS
 LC1789'POST WITH SIGN ATTACHED.
 LC1789'
 LC1789'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED AMENIA
 LC1789'AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LC1789'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 LC1789'IS 51 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK, 48 FEET
 LC1789'SOUTH OF THE CENTERLINE OF HIGHWAY AND 2.3 FEET SOUTH OF
 LC1789'METAL WITNESS POST WITH SIGN ATTACHED.
 LC1789'
 LC1789'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1786 ***********************************************************************
 LC1786  DESIGNATION -  AMENIA AZ MK 1976
 LC1786  PID         -  LC1786
 LC1786  STATE/COUNTY-  IL/PIATT
 LC1786  USGS QUAD   -  WELDON EAST (1979)
 LC1786
 LC1786                         *CURRENT SURVEY CONTROL
 LC1786  ___________________________________________________________________
 LC1786* NAD 83(1997)-  40 01 24.49596(N)    088 39 32.74393(W)     ADJUSTED  
 LC1786* NAVD 88     -       209.8    (meters)     688.     (feet)  VERTCON   
 LC1786  ___________________________________________________________________
 LC1786  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LC1786  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC1786
 LC1786  HORZ ORDER  -  SECOND
 LC1786
 LC1786.The horizontal coordinates were established by classical geodetic methods
 LC1786.and adjusted by the National Geodetic Survey in October 1999..
 LC1786
 LC1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1786
 LC1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1786
 LC1786.The geoid height was determined by GEOID03.
 LC1786
 LC1786;                    North         East     Units Scale Factor Converg.
 LC1786;SPC IL E     -   372,657.197   272,192.105   MT  0.99998452   -0 12 34.2
 LC1786;SPC IL E     - 1,222,626.15    893,016.93   sFT  0.99998452   -0 12 34.2
 LC1786;UTM  16      - 4,431,680.697   358,425.140   MT  0.99984675   -1 04 01.7
 LC1786
 LC1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1786!SPC IL E     -   0.99997211  x   0.99998452  =   0.99995663
 LC1786!UTM  16      -   0.99997211  x   0.99984675  =   0.99981886
 LC1786
 LC1786:                Primary Azimuth Mark                     Grid Az
 LC1786:SPC IL E     -  AMENIA                                   076 57 34.9
 LC1786:UTM  16      -  AMENIA                                   077 49 02.4
 LC1786
 LC1786|---------------------------------------------------------------------|
 LC1786| PID    Reference Object                     Distance      Geod. Az  |
 LC1786|                                                           dddmmss.s |
 LC1786| LC1789 AMENIA                              417.317 METERS 0764500.7 |
 LC1786| LC1787 AMENIA AZ MK A PT 1976                5.702 METERS 28955     |
 LC1786|---------------------------------------------------------------------|
 LC1786
 LC1786                          SUPERSEDED SURVEY CONTROL
 LC1786
 LC1786  NAD 83(1986)-  40 01 24.50584(N)    088 39 32.74106(W) AD(       ) 2
 LC1786  NAD 27      -  40 01 24.37370(N)    088 39 32.49010(W) AD(       ) 2
 LC1786  NGVD 29 (07/19/86)  209.9    (m)          689.     (f) VERT ANG       
 LC1786
 LC1786.Superseded values are not recommended for survey control.
 LC1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1786.See file dsdata.txt to determine how the superseded data were derived.
 LC1786
 LC1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5842531681(NAD 83)
 LC1786_MARKER: DR = REFERENCE MARK DISK
 LC1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1786+STABILITY: SURFACE MOTION
 LC1786
 LC1786  HISTORY     - Date     Condition        Report By
 LC1786  HISTORY     - 1976     MONUMENTED       NGS
 LC1786
 LC1786                          STATION DESCRIPTION
 LC1786
 LC1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC1786'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF MONTICELLO,
 LC1786'3-1/4 MILES EAST-NORTHEAST OF CISCO AND 1/2 MILE EAST-NORTHEAST
 LC1786'OF THE GRAIN ELEVATOR AT AMENIA.  IT IS ON THE SOUTH SIDE OF
 LC1786'STATE HIGHWAY 47 AND TO THE NORTH OF RAILROAD AND ON STATE
 LC1786'HIGHWAY RIGHT-OF-WAY.
 LC1786'
 LC1786'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED AMENIA
 LC1786'AZ 1976, IS SET IN THE TOP OF A 1-INCH CYLINDRICAL CONCRETE
 LC1786'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LC1786'51 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 48 FEET
 LC1786'SOUTH OF THE CENTERLINE OF HIGHWAY AND 2.3 FEET SOUTH OF METAL
 LC1786'WITNESS POST WITH SIGN ATTACHED.
 LC1786'
 LC1786'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR TRIANGULATION
 LC1786'STATION AMENIA.
 LC1786'
 LC1786'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AMENIA
 LC1786'DISTANCE BEING 417.314 METERS, EAST OF TRIANGULATION STATION
 LC1786'AMENIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1256 ***********************************************************************
 JC1256  DESIGNATION -  AMERICAN BOTTOM LOWER BASE 2
 JC1256  PID         -  JC1256
 JC1256  STATE/COUNTY-  IL/ST CLAIR
 JC1256  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC1256
 JC1256                         *CURRENT SURVEY CONTROL
 JC1256  ___________________________________________________________________
 JC1256* NAD 83(1997)-  38 36 14.97414(N)    090 03 03.44062(W)     ADJUSTED  
 JC1256* NAVD 88     -       145.66   (+/-2cm)     477.9    (feet)  VERTCON   
 JC1256  ___________________________________________________________________
 JC1256  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 JC1256  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC1256
 JC1256  HORZ ORDER  -  FIRST
 JC1256  VERT ORDER  -  THIRD ? (See Below)
 JC1256
 JC1256.The horizontal coordinates were established by classical geodetic methods
 JC1256.and adjusted by the National Geodetic Survey in October 1999..
 JC1256
 JC1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1256.The vertical order pertains to the NGVD 29 superseded value.
 JC1256
 JC1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1256
 JC1256.The geoid height was determined by GEOID03.
 JC1256
 JC1256;                    North         East     Units Scale Factor Converg.
 JC1256;SPC IL W     -   215,035.286   710,078.641   MT  0.99994243   +0 04 19.9
 JC1256;SPC IL W     -   705,494.93  2,329,649.67   sFT  0.99994243   +0 04 19.9
 JC1256;UTM  15      - 4,276,976.829   756,804.993   MT  1.00041221   +1 50 27.7
 JC1256;UTM  16      - 4,277,267.080   234,318.640   MT  1.00046934   -1 54 17.0
 JC1256
 JC1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1256!SPC IL W     -   0.99998199  x   0.99994243  =   0.99992442
 JC1256!UTM  15      -   0.99998199  x   1.00041221  =   1.00039419
 JC1256!UTM  16      -   0.99998199  x   1.00046934  =   1.00045132
 JC1256
 JC1256|---------------------------------------------------------------------|
 JC1256| PID    Reference Object                     Distance      Geod. Az  |
 JC1256|                                                           dddmmss.s |
 JC1256| JC0172 AMERICAN BOTTOM LOWER BASE           34.561 METERS 01650     |
 JC1256| CI2884 AMERICAN BOTTOM LOWER BASE RM 1      36.887 METERS 04405     |
 JC1256| CI2882 AMERICAN BOTTOM LOWER BASE 2 RM 3    15.457 METERS 08735     |
 JC1256| CI2881 AMERICAN BOTTOM LOWER BASE 2 AZ MK                 1965508.1 |
 JC1256| JC1582 WASHINGTON PARK WAYNE FEEDS TK      APPROX. 4.1 KM 2925518.3 |
 JC1256|---------------------------------------------------------------------|
 JC1256
 JC1256                          SUPERSEDED SURVEY CONTROL
 JC1256
 JC1256  NAD 83(1986)-  38 36 14.99080(N)    090 03 03.43327(W) AD(       ) 1
 JC1256  NAD 27      -  38 36 14.80625(N)    090 03 03.05623(W) AD(       ) 1
 JC1256  NGVD 29 (07/19/86)  145.78   (m)          478.3    (f) LEVELING    3  
 JC1256
 JC1256.Superseded values are not recommended for survey control.
 JC1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1256.See file dsdata.txt to determine how the superseded data were derived.
 JC1256
 JC1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5680576977(NAD 83)
 JC1256_MARKER: DS = TRIANGULATION STATION DISK
 JC1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1256_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JC1256
 JC1256  HISTORY     - Date     Condition        Report By
 JC1256  HISTORY     - 1980     MONUMENTED       NGS
 JC1256
 JC1256                          STATION DESCRIPTION
 JC1256
 JC1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JC1256'THE STATION IS LOCATED ON THE WEST SLOPE OF THE ILLINOIS BLUFFS ON THE
 JC1256'EAST SIDE OF THE AMERICAN BOTTOM, ABOUT 0.5 MILE NORTH OF JUNCTION
 JC1256'OF INTERSTATE HIGHWAY 64 AND STATE HIGHWAY 157, 0.35 MILE NORTH OF
 JC1256'STATE HIGHWAY 161.
 JC1256'
 JC1256'TO REACH STATION FROM STATE HIGHWAYS 157 AND 161 AT WEST EDGE OF THE
 JC1256'TOWN OF FAIRVIEW HEIGHTS, GO NORTH ON STATE HIGHWAY 157 FOR 0.25 MILE
 JC1256'TO A ROAD RIGHT.  TURN RIGHT AND GO ABOUT 50 FEET, THEN TURN LEFT ON
 JC1256'89 STREET AND GO 0.1 MILE TO STATION ON LEFT AS DESCRIBED.
 JC1256'
 JC1256'STATION MARKS ARE STANDARD DISKS STAMPED AMERICAN BOTTOM LOWER BASE
 JC1256'2 1980.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST THAT
 JC1256'PROJECTS 3 INCHES.  IT IS 69 FEET EAST NORTH EAST OF A POWER LINE
 JC1256'POLE, 29 FEET WEST OF CENTERLINE OF 89 STREET, 5.9 FEET SOUTH OF A
 JC1256'JUNCTION POWER LINE POLE AND 2.8 FEET NORTH OF A METAL WITNESS POST.
 JC1256'
 JC1256'REFERENCE MARK 1 IS A STANDARD DISK WITH NO STAMPING.  THE MARK IS 6
 JC1256'INCHES BELOW THE GROUND.  IT IS 18 FEET EAST OF CENTERLINE OF 89
 JC1256'STREET, 3.8 FEET SOUTH SOUTHWEST OF A POWER LINE POLE, 2.0 FEET NORTH
 JC1256'NORTHWEST OF A METAL WITNESS POST AND THE ARROW ON THE DISK POINTS TO
 JC1256'THE OLD STATION.
 JC1256'
 JC1256'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A ROUND
 JC1256'CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 18 FEET E OF CENTERLINE
 JC1256'OF THE STREET, 2.4 FEET SOUTH OF A POWER LINE POLE AND 1.5 FOOT NORTH
 JC1256'OF A METAL WITNESS POST.
 JC1256'
 JC1256'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 JC1256'CONCRETE RAILING OF THE NORTHEAST CORNER OF THE BRIDGE SPAN OVER STATE
 JC1256'HIGHWAY 161 AND IN THE SECOND TIER FROM THE BRIDGE AND ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0171 ***********************************************************************
 JC0171  DESIGNATION -  AMERICAN BOTTOM LOWER BASE RM
 JC0171  PID         -  JC0171
 JC0171  STATE/COUNTY-  IL/ST CLAIR
 JC0171  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0171
 JC0171                         *CURRENT SURVEY CONTROL
 JC0171  ___________________________________________________________________
 JC0171* NAD 83(1986)-  38 36 19.     (N)    090 02 58.     (W)     SCALED    
 JC0171* NAVD 88     -       145.176  (meters)     476.30   (feet)  ADJUSTED  
 JC0171  ___________________________________________________________________
 JC0171  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC0171  DYNAMIC HT  -         145.084 (meters)     476.00  (feet)  COMP
 JC0171  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JC0171
 JC0171  VERT ORDER  -  SECOND    CLASS 0
 JC0171
 JC0171.The horizontal coordinates were scaled from a topographic map and have
 JC0171.an estimated accuracy of +/- 6 seconds.
 JC0171
 JC0171.The orthometric height was determined by differential leveling
 JC0171.and adjusted by the National Geodetic Survey in June 1991..
 JC0171
 JC0171.The geoid height was determined by GEOID03.
 JC0171
 JC0171.The dynamic height is computed by dividing the NAVD 88
 JC0171.geopotential number by the normal gravity value computed on the
 JC0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0171.degrees latitude (g = 980.6199 gals.).
 JC0171
 JC0171.The modeled gravity was interpolated from observed gravity values.
 JC0171
 JC0171;                    North         East    Units  Estimated Accuracy
 JC0171;SPC IL W     -   215,160.      710,210.      MT  (+/- 180 meters Scaled)
 JC0171
 JC0171                          SUPERSEDED SURVEY CONTROL
 JC0171
 JC0171  NGVD 29 (??/??/92)  145.283  (m)          476.65   (f) ADJ UNCH    2 0
 JC0171
 JC0171.Superseded values are not recommended for survey control.
 JC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0171.See file dsdata.txt to determine how the superseded data were derived.
 JC0171
 JC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC569771(NAD 83)
 JC0171_MARKER: DR = REFERENCE MARK DISK
 JC0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0171+STABILITY: SURFACE MOTION
 JC0171
 JC0171  HISTORY     - Date     Condition        Report By
 JC0171  HISTORY     - UNK      MONUMENTED       CGS
 JC0171  HISTORY     - 1961     GOOD             NGS
 JC0171
 JC0171                          STATION DESCRIPTION
 JC0171
 JC0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JC0171'0.4 MI NE FROM FRENCH VILLAGE.
 JC0171'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 157 FROM ITS
 JC0171'JUNCTION WITH U.S. HIGHWAY 50 IN FRENCH VILLAGE, NEAR A DRIVE
 JC0171'EAST TO A HOUSE, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JC0171'HIGHWAY, 123 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 5
 JC0171'FEET SOUTHWEST OF A POWER POLE, 55.9 FEET EAST-SOUTHEAST AND
 JC0171'ACROSS THE ROAD FROM TRIANGULATION STATION AMERICAN BOTTOM LOWER
 JC0171'BASE, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 JC0171'THE TOP OF A CONCRETE POST 6 INCHES BELOW THE GROUND.
 JC0171'NOTE-- THERE IS NO STAMPING ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0172 ***********************************************************************
 JC0172  DESIGNATION -  AMERICAN BOTTOM LOWER BASE
 JC0172  PID         -  JC0172
 JC0172  STATE/COUNTY-  IL/ST CLAIR
 JC0172  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0172
 JC0172                         *CURRENT SURVEY CONTROL
 JC0172  ___________________________________________________________________
 JC0172* NAD 83(1997)-  38 36 16.04689(N)    090 03 03.02680(W)     ADJUSTED  
 JC0172* NAVD 88     -       146.885  (meters)     481.91   (feet)  ADJUSTED  
 JC0172  ___________________________________________________________________
 JC0172  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 JC0172  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC0172  DYNAMIC HT  -         146.792 (meters)     481.60  (feet)  COMP
 JC0172  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JC0172
 JC0172  HORZ ORDER  -  FIRST
 JC0172  VERT ORDER  -  SECOND    CLASS 0
 JC0172
 JC0172.The horizontal coordinates were established by classical geodetic methods
 JC0172.and adjusted by the National Geodetic Survey in October 1999..
 JC0172
 JC0172.The orthometric height was determined by differential leveling
 JC0172.and adjusted by the National Geodetic Survey in June 1991..
 JC0172
 JC0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0172
 JC0172.The geoid height was determined by GEOID03.
 JC0172
 JC0172.The dynamic height is computed by dividing the NAVD 88
 JC0172.geopotential number by the normal gravity value computed on the
 JC0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0172.degrees latitude (g = 980.6199 gals.).
 JC0172
 JC0172.The modeled gravity was interpolated from observed gravity values.
 JC0172
 JC0172;                    North         East     Units Scale Factor Converg.
 JC0172;SPC IL W     -   215,068.375   710,088.612   MT  0.99994243   +0 04 20.2
 JC0172;SPC IL W     -   705,603.49  2,329,682.39   sFT  0.99994243   +0 04 20.2
 JC0172;UTM  15      - 4,277,010.226   756,813.942   MT  1.00041227   +1 50 28.0
 JC0172;UTM  16      - 4,277,299.823   234,329.752   MT  1.00046927   -1 54 16.8
 JC0172
 JC0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0172!SPC IL W     -   0.99998179  x   0.99994243  =   0.99992422
 JC0172!UTM  15      -   0.99998179  x   1.00041227  =   1.00039406
 JC0172!UTM  16      -   0.99998179  x   1.00046927  =   1.00045106
 JC0172
 JC0172|---------------------------------------------------------------------|
 JC0172| PID    Reference Object                     Distance      Geod. Az  |
 JC0172|                                                           dddmmss.s |
 JC0172| CI2884 AMERICAN BOTTOM LOWER BASE RM 1      16.975 METERS 11252     |
 JC0172| JC1256 AMERICAN BOTTOM LOWER BASE 2         34.561 METERS 19650     |
 JC0172| CI2881 AMERICAN BOTTOM LOWER BASE 2 AZ MK                 1965453.6 |
 JC0172| CI2883 AMERICAN BOTTOM LOWER BASE RM S      12.009 METERS 20434     |
 JC0172| JC1589 ST LOUIS INTL SHOE CO STACK         APPROX.14.5 KM 2640030.6 |
 JC0172| JC1582 WASHINGTON PARK WAYNE FEEDS TK      APPROX. 4.1 KM 2922637.5 |
 JC0172| JC1579 WASHINGTON PARK RAD WEW MAST        APPROX. 2.8 KM 3080657.5 |
 JC0172|---------------------------------------------------------------------|
 JC0172
 JC0172                          SUPERSEDED SURVEY CONTROL
 JC0172
 JC0172  NAD 83(1986)-  38 36 16.06355(N)    090 03 03.01944(W) AD(       ) 1
 JC0172  NAD 27      -  38 36 15.87902(N)    090 03 02.64242(W) AD(       ) 1
 JC0172  NGVD 29 (??/??/92)  146.992  (m)          482.26   (f) ADJ UNCH    2 0
 JC0172
 JC0172.Superseded values are not recommended for survey control.
 JC0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0172.See file dsdata.txt to determine how the superseded data were derived.
 JC0172
 JC0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5681477010(NAD 83)
 JC0172_MARKER: DS = TRIANGULATION STATION DISK
 JC0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0172_STAMPING: AMERICAN BOTTOM LOWER BASE 1872
 JC0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0172+STABILITY: SURFACE MOTION
 JC0172
 JC0172  HISTORY     - Date     Condition        Report By
 JC0172  HISTORY     - 1872     MONUMENTED       CGS
 JC0172  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JC0172  HISTORY     - 1937     GOOD             CGS
 JC0172  HISTORY     - 1958     GOOD             ILHD
 JC0172  HISTORY     - 1961     GOOD             CGS
 JC0172  HISTORY     - 1961     GOOD             NGS
 JC0172  HISTORY     - 1965     GOOD             CGS
 JC0172
 JC0172                          STATION DESCRIPTION
 JC0172
 JC0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (CHB)
 JC0172'ON THE WEST SLOPE OF THE ILLINOIS BLUFFS ON THE EAST SIDE OF
 JC0172'THE AMERICAN BOTTOM ABOUT 1 MILE NORTH OF THE BELLEVILLE ROCK
 JC0172'ROAD AND ABOUT ONE-FOURTH MILE NORTH OF A SMALL SETTLEMENT
 JC0172'CALLED FRENCH VILLAGE.  THE STATION IS ON LAND BELONGING
 JC0172'TO FRANCES SIMOIN, 4 METERS FROM THE FENCE ALONG THE WEST SIDE
 JC0172'OF THE ROAD, WHICH EXTENDS NORTH AND SOUTH ALONG THE FOOT
 JC0172'OF THE BLUFFS.  THE STATION IS MARKED THE SAME AS AMERICAN
 JC0172'BOTTOM UPPER BASE, AND THE POST CONTAINING THE SURFACE MARK IS
 JC0172'INSCRIBED ON THREE SIDES AS FOLLOWS- U.S.C.S., 1872, BASE.
 JC0172'ONE REFERENCE STONE IS 12.0 METERS FROM THE STATION
 JC0172'S 24 DEG 38 MIN W (PROLONGATION OF BASE)
 JC0172'AND THE OTHER 19.2 METERS S 65 DEG 22 MIN E
 JC0172'(PERPENDICULAR TO DIRECTION OF BASE).
 JC0172
 JC0172                          STATION RECOVERY (1922)
 JC0172
 JC0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (JSB)
 JC0172'THE STATION MARK FOUND IN GOOD CONDITION AS DESCRIBED.
 JC0172'THE REFERENCE STONE HAS BEEN DESTROYED BY
 JC0172'CHANGE IN THE ROADWAY AND LAND SLIDE.  THE STATION WAS RE-MARKED-
 JC0172'THE COPPER BOLT WITH CROSS WHICH MARKED THE SURFACE WAS REMOVED
 JC0172'AND A TABLET STATION MARK SET IN PLACE ON WHICH WERE STAMPED,
 JC0172'THE NAME OF STATION AND DATE 1872, NO OTHER CHANGES WERE MADE
 JC0172'IN THE MARKING.
 JC0172'
 JC0172'THE STATION IS ON THE WEST SIDE OF AN ELECTRIC RAILWAY 16.8
 JC0172'FEET WEST OF THE WEST RAIL AND 30 FEET WEST OF THE CENTER OF
 JC0172'THE HIGHWAY WHICH EXTENDS NORTH AND SOUTH ALONG THE FOOT OF
 JC0172'THE BLUFF, AND ABOUT ONE-FOURTH MILE NORTH OF FRENCH VILLAGE.
 JC0172
 JC0172                          STATION RECOVERY (1937)
 JC0172
 JC0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JC0172'STATION AND ONE REFERENCE MARK RECOVERED AS DESCRIBED, IN GOOD
 JC0172'CONDITION.  A NEW REFERENCE MARK AND DESCRIPTION ARE AS
 JC0172'FOLLOWS-
 JC0172'
 JC0172'STATION MARK IS A STONE POST 14 INCHES SQUARE AND 40 INCHES
 JC0172'LONG PROJECTING 14 INCHES ABOVE THE SURFACE, ON THE WEST SIDE
 JC0172'OF PAVED STATE HIGHWAY 157 AND ABOUT 1/4 MILE NORTH OF U.S.
 JC0172'HIGHWAY 50.  IT IS AT THE WEST SIDE OF A SMALL CUT ON A MOUND
 JC0172'COVERED WITH A VINEYARD, AND ON THE EAST SIDE OF THE RIGHT-OF-WAY
 JC0172'FENCE LINE.
 JC0172'
 JC0172'TO REACH FROM COLLINSVILLE, GO WEST ABOUT 1 MILE TO THE
 JC0172'JUNCTION WITH THE PAVED HIGHWAY LEADING SOUTH, TURN SOUTH AND
 JC0172'GO ABOUT 3.7 MILES TO THE STATION.
 JC0172'
 JC0172'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN
 JC0172'8-INCH SQUARE CONCRETE POST 30 INCHES LONG, SET FLUSH WITH THE
 JC0172'SURFACE, ABOUT 4 FEET EAST OF THE EAST SIDE OF THE PAVED
 JC0172'HIGHWAY AND ABOUT 4 FEET SOUTH OF A MAINBOX AND TELEPHONE POLE.
 JC0172'IT IS 17.08 METERS (56.03 FEET), 106 DEG (MAG.) EAST.
 JC0172'
 JC0172'REFERENCE MARK NO. 2, THE ONLY ORIGINAL REFERENCE, IS A 4-INCH
 JC0172'SQUARE STONE POST, PROJECTING 12 INCHES, ALONG THE TOP OF THE CUT
 JC0172'ON THE WEST SIDE OF THE HIGHWAY, 12.10 METERS (39.70 FEET),
 JC0172'197 DEG (MAG.) SOUTH.
 JC0172
 JC0172                          STATION RECOVERY (1958)
 JC0172
 JC0172'RECOVERY NOTE BY IL HIGHWAY DEPT 1958 (HWB)
 JC0172'STATION WAS RECOVERED IN GOOD CONDITION.
 JC0172
 JC0172                          STATION RECOVERY (1961)
 JC0172
 JC0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JC0172'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO BE
 JC0172'IN GOOD CONDITION.  THE ORIGINAL REFERENCE, A 4 INCH SQUARE
 JC0172'STONE POST WAS FOUND TO BE LOOSE IN GROUND.  A SLOPE MEASUREMENT
 JC0172'TO REFERENCE MARK 1 CHECKED WITH 1937 RECOVERY NOTE.  A
 JC0172'HORIZONTAL MEASUREMENT WAS TAKEN AND IS SHOWN ABOVE.  DUE TO
 JC0172'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS-
 JC0172'
 JC0172'STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF WASHINGTON PARK,
 JC0172'ABOUT 1.0 MILE SOUTH-SOUTHWEST OF BUNKUM AND ABOUT 1/2 MILE NORTH
 JC0172'OF FRENCH VILLAGE.
 JC0172'
 JC0172'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE ROUTE
 JC0172'157 IN FRENCH VILLAGE, GO NORTH ON STATE ROUTE 157 FOR 0.45
 JC0172'MILE TO STATION ON LEFT AS DESCRIBED.
 JC0172'
 JC0172'STATION MARK IS A STANDARD STATION DISK STAMPED AMERICAN BOTTOM
 JC0172'LOWER BASE 1872, IS SET IN THE TOP OF A 12 X 14 INCH CONCRETE
 JC0172'POST WHICH PROJECTS ABOUT 16 INCHES ABOVE THE SURFACE OF THE
 JC0172'GROUND.  THE MARK IS 90 FEET NORTHEAST OF A TWIN TRUNK TREE,
 JC0172'65 FEET SOUTHEAST OF A 24 INCH TREE, 106 FEET NORTH OF A POWER
 JC0172'POLE WITH TWO TRANSFORMERS, 39.4 FEET NORTH OF THE WITNESS POST
 JC0172'AND 38.5 FEET WEST OF THE CENTER OF STATE ROUTE 157.
 JC0172'
 JC0172'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK WITH NO STAMPING,
 JC0172'IS SET IN THE TOP OF A CONCRETE POST WHICH IS SET ABOUT 6
 JC0172'INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS 17.5 FEET
 JC0172'EAST OF THE CENTER OF STATE ROUTE 157, 5.3 FEET EAST OF THE
 JC0172'EAST CURB OF STATE ROUTE 157 AND 5 FEET SOUTH OF A TELEPHONE
 JC0172'POLE.
 JC0172'
 JC0172'REFERENCE POST IS A 4 INCH SQUARE STONE POST WHICH IS SOUTH OF
 JC0172'STATION MARK AND PROJECTS ABOUT 12 INCHES.  THE POST IS ALONG
 JC0172'THE TOP OF THE CUT ON THE WEST SIDE OF STATE ROUTE 157.
 JC0172'
 JC0172'NOTE- NO AZIMUTH MARK WAS ESTABLISHED BECAUSE OF VG CUTS.
 JC0172
 JC0172                          STATION RECOVERY (1961)
 JC0172
 JC0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JC0172'0.4 MI NE FROM FRENCH VILLAGE.
 JC0172'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 157 FROM ITS
 JC0172'JUNCTION WITH U.S. HIGHWAY 50 IN FRENCH VILLAGE, ON TOP OF A
 JC0172'CUT NORTHWEST OF THE HIGHWAY, NEAR A DRIVE EAST TO A HOUSE,
 JC0172'39 FEET NORTHWEST OF STATE HIGHWAY 157, 109 FEET NORTH OF A
 JC0172'POWER POLE WITH A TRANSFORMER, 94 FEET SOUTHWEST OF A BRACED
 JC0172'POWER POLE, 105 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF
 JC0172'THE DRIVE, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 JC0172'SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
 JC0172
 JC0172                          STATION RECOVERY (1965)
 JC0172
 JC0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (TG)
 JC0172'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1578 ***********************************************************************
 JC1578  DESIGNATION -  AMERICAN BOTTOM UPPER BASE
 JC1578  PID         -  JC1578
 JC1578  STATE/COUNTY-  IL/MADISON
 JC1578  USGS QUAD   -  MONKS MOUND (1993)
 JC1578
 JC1578                         *CURRENT SURVEY CONTROL
 JC1578  ___________________________________________________________________
 JC1578* NAD 83(1997)-  38 39 50.22122(N)    090 00 57.67079(W)     ADJUSTED  
 JC1578* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 JC1578  ___________________________________________________________________
 JC1578  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 JC1578  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JC1578
 JC1578  HORZ ORDER  -  FIRST
 JC1578
 JC1578.The horizontal coordinates were established by classical geodetic methods
 JC1578.and adjusted by the National Geodetic Survey in October 1999..
 JC1578
 JC1578.The orthometric height was scaled from a topographic map.
 JC1578
 JC1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1578
 JC1578.The geoid height was determined by GEOID03.
 JC1578
 JC1578;                    North         East     Units Scale Factor Converg.
 JC1578;SPC IL W     -   221,676.607   713,110.745   MT  0.99994329   +0 05 38.8
 JC1578;SPC IL W     -   727,284.00  2,339,597.50   sFT  0.99994329   +0 05 38.8
 JC1578;SPC MO E     -   314,238.785   292,120.373   MT  0.99995517   +0 18 08.5
 JC1578;UTM  15      - 4,283,711.855   759,631.868   MT  1.00043018   +1 51 55.0
 JC1578;UTM  16      - 4,283,803.149   237,579.869   MT  1.00044811   -1 53 07.2
 JC1578
 JC1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1578!SPC IL W     -   0.99997993  x   0.99994329  =   0.99992322
 JC1578!SPC MO E     -   0.99997993  x   0.99995517  =   0.99993510
 JC1578!UTM  15      -   0.99997993  x   1.00043018  =   1.00041010
 JC1578!UTM  16      -   0.99997993  x   1.00044811  =   1.00042803
 JC1578
 JC1578:                Primary Azimuth Mark                     Grid Az
 JC1578:SPC IL W     -  AMERICAN BOTTOM LOWER BASE               204 34 33.3
 JC1578:SPC MO E     -  AMERICAN BOTTOM LOWER BASE               204 22 03.6
 JC1578:UTM  15      -  AMERICAN BOTTOM LOWER BASE               202 48 17.1
 JC1578:UTM  16      -  AMERICAN BOTTOM LOWER BASE               206 33 19.3
 JC1578
 JC1578|---------------------------------------------------------------------|
 JC1578| PID    Reference Object                     Distance      Geod. Az  |
 JC1578|                                                           dddmmss.s |
 JC1578| JC0172 AMERICAN BOTTOM LOWER BASE          APPROX. 7.3 KM 2044012.1 |
 JC1578|---------------------------------------------------------------------|
 JC1578
 JC1578                          SUPERSEDED SURVEY CONTROL
 JC1578
 JC1578  NAD 83(1986)-  38 39 50.23782(N)    090 00 57.66359(W) AD(       ) 1
 JC1578  NAD 27      -  38 39 50.05700(N)    090 00 57.29200(W) AD(       ) 1
 JC1578
 JC1578.Superseded values are not recommended for survey control.
 JC1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1578.See file dsdata.txt to determine how the superseded data were derived.
 JC1578
 JC1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5963283712(NAD 83)
 JC1578_MARKER: V = STONE MONUMENT
 JC1578_SETTING: 0 = UNSPECIFIED SETTING
 JC1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1578
 JC1578  HISTORY     - Date     Condition        Report By
 JC1578  HISTORY     - 1872     MONUMENTED       CGS
 JC1578  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JC1578  HISTORY     - 1937     GOOD             CGS
 JC1578  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC1578
 JC1578                          STATION DESCRIPTION
 JC1578
 JC1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (CHB)
 JC1578'ON THE WEST SLOPE OF THE ILLINOIS BLUFFS ON THE EAST SIDE OF
 JC1578'THE AMERICAN BOTTOM ABOUT ONE-FOURTH MILE NORTH OF THE COLLINSVILLE
 JC1578'ROAD AND JUST EAST OF THE ROAD ALONG THE FOOT OF THE BLUFFS
 JC1578'ON LAND BELONGING TO A. SUMMER.  THE STATION IS MARKED AT THE
 JC1578'SURFACE BY A CROSS IN A COPPER BOLT SET IN THE TOP OF A LIMESTONE
 JC1578'POST 12 BY 14 INCHES AND 40 INCHES LONG, AND UNDERGROUND BY THE
 JC1578'APEX OF AN EARTHWARE PYRAMID 4 FEET BELOW THE SURFACE.  TWO
 JC1578'LIMESTONE REFERENCE POSTS 5 INCHES SQUARE AND 30 INCHES LONG
 JC1578'ARE AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE STATION-
 JC1578'7.3 METERS, N 24 DEG 40 MIN E (IN PROLONGATION OF BASE), AND
 JC1578'7.3 METERS, S 65 DEG 20 MIN E (RIGHT ANGLES TO BASE LINE).
 JC1578
 JC1578                          STATION RECOVERY (1922)
 JC1578
 JC1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (JSB)
 JC1578'THE STATION MARKS AND REFERENCE MARKS WERE ALL FOUND IN GOOD
 JC1578'CONDITION AS DESCRIBED IN SPECIAL PUBLICATION NO. 30.  THE
 JC1578'FITNESS OF THE ORIGINAL DESCRIPTION IS GOOD.  THE LAND ON WHICH
 JC1578'THE STATION IS SITUATED IS OWNED BY CHARLES MAURER.  THE STATION
 JC1578'IS ONE-FOURTH MILE NORTH OF THE COLLINSVILLE ROAD AND 245 FEET
 JC1578'EAST OF THE CENTER OF THE ROAD ALONG THE FOOT OF THE BLUFFS.
 JC1578'STATION RE-MARKED- THE COPPER BOLT WITH CROSS WAS REMOVED FROM
 JC1578'THE LIMESTONE POST AND A TABLET STATION MARK SET IN PLACE,
 JC1578'ON WHICH WERE STAMPED THE NAME OF STATION AND DATE 1872.
 JC1578
 JC1578                          STATION RECOVERY (1937)
 JC1578
 JC1578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JC1578'STATION RECOVERED AS DESCRIBED, A STONE POST 14 INCHES SQUARE
 JC1578'AND 40 INCHES LONG PROJECTING ABOUT 14 INCHES ABOVE THE GROUND.
 JC1578'ALL REFERENCE MARKS HAVE BEEN LOST.  TWO NEW REFERENCE MARKS
 JC1578'WERE SET AND A NEW DESCRIPTION FOLLOWS-
 JC1578'
 JC1578'STATION IS ON THE WEST SIDE OF THE BLUFFS OVERLOOKING AMERICAN
 JC1578'BOTTOM AND IS ABOUT ONE-HALF WAY DOWN THE SLOPE.  IT IS ABOUT
 JC1578'100 YARDS EAST OR ABOVE PAVED U.S. HIGHWAY 40 BY PASS, AND ON THE
 JC1578'WEST SIDE OF THE SMALL DRIVE THAT COMES DOWN FROM THE TOP OF
 JC1578'THE BLUFFS.  IT IS ABOUT 1-1/2 MILES DUE WEST FROM THE CENTER OF
 JC1578'COLLINSVILLE AND IS ABOUT 1/4 MILE NORTH OF THE MAIN
 JC1578'COLLINSVILLE-ST. LOUIS HIGHWAY.  THE STATION MARK IS DESCRIBED
 JC1578'AS HAVING A COPPER BOLT FOR CENTER.  A STANDARD STATION DISK
 JC1578'WAS FOUND CEMENTED INTO THE ORIGINAL BOLT HOLE.
 JC1578'
 JC1578'TO REACH FROM COLLINSVILLE, GO WEST ON U.S. HIGHWAY 40 ABOUT
 JC1578'2 MILES TO THE TOWER STATION AND THE JUNCTION WITH THE BYPASS
 JC1578'ROUTE HIGHWAY 40.  TURN RIGHT AND GO NORTHEAST ON THE BYPASS
 JC1578'ROUTE 0.3 MILE.  THEN TURN RIGHT OFF THE HIGHWAY AND GO EAST
 JC1578'AND NORTHEAST UP THE STEEP ROAD FOR 0.1 MILE TO THE STATION.
 JC1578'
 JC1578'REFERENCE MARK NO. 1 IS A 6-INCH SQUARE STONE POST, ONE OF THE
 JC1578'ORIGINAL POSTS, FOUND IN THE VICINITY, SET IN THE FENCE LINE ON
 JC1578'THE WEST SIDE OF THE SMALL DRIVE, 7.21 METERS (23.65 FEET)
 JC1578'19 DEG (MAG.) NORTH.
 JC1578'
 JC1578'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK SET IN A
 JC1578'CONCRETE POST 8 INCHES SQUARE AND 30 INCHES LONG, SET FLUSH
 JC1578'WITH THE SURFACE, IN THE FENCE LINE ON THE EAST SIDE OF THE
 JC1578'SMALL ROAD, 13.89 METERS (45.58 FEET), 115 DEG (MAG.) EAST.
 JC1578
 JC1578                          STATION RECOVERY (1987)
 JC1578
 JC1578'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JC1578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1512 ***********************************************************************
 MF1512  DESIGNATION -  ANDERSON
 MF1512  PID         -  MF1512
 MF1512  STATE/COUNTY-  IL/DE KALB
 MF1512  USGS QUAD   -  SHABBONA GROVE (1980)
 MF1512
 MF1512                         *CURRENT SURVEY CONTROL
 MF1512  ___________________________________________________________________
 MF1512* NAD 83(1997)-  41 39 35.96840(N)    088 46 49.35941(W)     ADJUSTED  
 MF1512* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 MF1512  ___________________________________________________________________
 MF1512  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 MF1512  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MF1512
 MF1512  HORZ ORDER  -  SECOND
 MF1512
 MF1512.The horizontal coordinates were established by classical geodetic methods
 MF1512.and adjusted by the National Geodetic Survey in October 1999..
 MF1512
 MF1512.The orthometric height was scaled from a topographic map.
 MF1512
 MF1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1512
 MF1512.The geoid height was determined by GEOID03.
 MF1512
 MF1512;                    North         East     Units Scale Factor Converg.
 MF1512;SPC IL E     -   554,435.338   262,766.415   MT  0.99999205   -0 17 49.8
 MF1512;SPC IL E     - 1,819,009.94    862,092.81   sFT  0.99999205   -0 17 49.8
 MF1512;UTM  16      - 4,613,557.672   351,768.232   MT  0.99987040   -1 11 01.1
 MF1512
 MF1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1512!SPC IL E     -   0.99997009  x   0.99999205  =   0.99996214
 MF1512!UTM  16      -   0.99997009  x   0.99987040  =   0.99984049
 MF1512
 MF1512|---------------------------------------------------------------------|
 MF1512| PID    Reference Object                     Distance      Geod. Az  |
 MF1512|                                                           dddmmss.s |
 MF1512| CI6631 ANDERSON RM 1                        28.319 METERS 17953     |
 MF1512| MF1514 LELAND MUNICIPAL TANK               APPROX. 5.2 KM 1970237.5 |
 MF1512| CI6632 ANDERSON RM 2                        21.257 METERS 28942     |
 MF1512| CI6630 ANDERSON AZ MK                                     3574745.5 |
 MF1512| CI6633 ANDERSON RM 3                         6.650 METERS 35815     |
 MF1512|---------------------------------------------------------------------|
 MF1512
 MF1512                          SUPERSEDED SURVEY CONTROL
 MF1512
 MF1512  NAD 83(1997)-  41 39 35.97131(N)    088 46 49.36653(W) AD(       ) 2
 MF1512  NAD 83(1986)-  41 39 35.97209(N)    088 46 49.36749(W) AD(       ) 2
 MF1512  NAD 27      -  41 39 35.86540(N)    088 46 49.07870(W) AD(       ) 2
 MF1512
 MF1512.Superseded values are not recommended for survey control.
 MF1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1512.See file dsdata.txt to determine how the superseded data were derived.
 MF1512
 MF1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5176813558(NAD 83)
 MF1512_MARKER: DS = TRIANGULATION STATION DISK
 MF1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1512
 MF1512  HISTORY     - Date     Condition        Report By
 MF1512  HISTORY     - 1954     MONUMENTED       CGS
 MF1512  HISTORY     - 1967     GOOD             CGS
 MF1512  HISTORY     - 19961020 GOOD             USPSQD
 MF1512
 MF1512                          STATION DESCRIPTION
 MF1512
 MF1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1512'STATION IS LOCATED ABOUT 7-3/4 MILES SOUTH OF WATERMAN AND
 MF1512'3 MILES NORTHEAST OF LELAND AND IS ON ROAD RIGHT-OF-WAY.
 MF1512'IT IS 70 FEET SOUTHEAST OF THE INTERSECTION OF A GRAVEL
 MF1512'CROSSROAD, 65 FEET SOUTHWEST OF A 48 INCH MAPLE TREE, 34 FEET
 MF1512'EAST OF THE CENTER OF A DIRT ROAD, 23 FEET SOUTH OF A FENCE
 MF1512'CORNER, 4 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 MF1512'WEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 MF1512'DISK IS STAMPED ANDERSON 1954.
 MF1512'
 MF1512'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CENTER OF A DIRT
 MF1512'ROAD AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 MF1512'2 INCHES AND THE DISK IS STAMPED ANDERSON NO 1 1954.
 MF1512'
 MF1512'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF THE CENTER OF A GRAVEL
 MF1512'ROAD, 30 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 3 FEET
 MF1512'WEST OF A FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MF1512'IS STAMPED ANDERSON NO 2 1954.
 MF1512'
 MF1512'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 MF1512'1 FOOT EAST OF A FENCE LINE AND 1 FOOT SOUTH OF A WHITE
 MF1512'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 MF1512'STAMPED ANDERSON 1954.
 MF1512'
 MF1512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MF1512'STATE HIGHWAY 23 ABOUT 1 MILE EAST OF WATERMAN, GO SOUTH
 MF1512'ON HIGHWAY 23 FOR 7.5 MILES TO A GRAVEL CROSSROAD (TOWN HALL
 MF1512'VICTOR TOWNSHIP BUILDING ON THE RIGHT).  TURN RIGHT AND
 MF1512'GO WEST ON GRAVEL ROAD FOR 1.45 MILE TO GRAVEL CROSSROAD
 MF1512'AND THE STATION AS DESCRIBED.
 MF1512'
 MF1512'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1512
 MF1512                          STATION RECOVERY (1967)
 MF1512
 MF1512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB)
 MF1512'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MF1512'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND IS
 MF1512'ASSUMED LOST.  A REFERENCE MARK 3 WAS ESTABLISHED.  THE
 MF1512'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER THAN THE
 MF1512'PREVIOUS MEASUREMENT.  THE DIRECTION TO REFERENCE MARK 1 CHECKED.
 MF1512'A NEW DESCRIPTION FOLLOWS.
 MF1512'
 MF1512'ABOUT 7-1/2 MILES SOUTH OF WATERMAN, 3 MILES NORTHEAST OF LELAND
 MF1512'AND ON ROAD RIGHT-OF-WAY.  IT IS 70 FEET SOUTHEAST OF THE
 MF1512'INTERSECTION OF SUYDAM RD. AND BURMA RD., 34 FEET EAST OF THE
 MF1512'CENTERLINE OF BURMA RD., 7 FEET SOUTHWEST OF THE NORTH 1 OF A
 MF1512'ROW OF SMALL SPRUCE TREES AND 4 FEET SOUTH OF A WITNESS POST.
 MF1512'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ANDERSON 1954.
 MF1512'
 MF1512'TO REACH THE STATION FORM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MF1512'STATE HIGHWAY 23 ABOUT 1 MILE EAST OF WATERMAN, GO SOUTH ON
 MF1512'HIGHWAY 23 FOR 7.5 MILES TO A PAVED CROSSROAD (VICTOR TOWNSHIP
 MF1512'BUILDING IN THE NORTHEAST ANGLE OF THE INTERSECTION).  TURN
 MF1512'RIGHT AND GO WEST ON SUYDAM RD. FOR 1.45 MILES TO A GRAVELED
 MF1512'CROSSROAD AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 MF1512'INTERSECTION.
 MF1512'
 MF1512'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON BURMA
 MF1512'RD. FOR 0.4 MILE TO THE MARK ON THE LEFT.
 MF1512'
 MF1512'REFERENCE MARK 1 IS 34 FEET EAST OF THE CENTERLINE OF BURMA
 MF1512'RD. AND 4 FEET WEST OF THE ROW OF TREES.  THE MONUMENT IS FLUSH
 MF1512'AND THE DISK IS STAMPED ANDERSON NO 1 1954.
 MF1512'
 MF1512'REFERENCE MARK 3 IS 27 FEET SOUTH OF THE CENTERLINE OF SUYDAM RD.
 MF1512'AND 30 FEET EAST OF THE CENTERLINE OF BURMA RD.  THE MONUMENT
 MF1512'IS FLUSH AND THE DISK IS STAMPED ANDERSON NO 3 1954 1967.
 MF1512'
 MF1512'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTERLINE OF BURMA RD.,
 MF1512'1 FOOT EAST OF A WIRE FENCE AND 1 FOOT NORTH OF A METAL WITNESS
 MF1512'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ANDERSON
 MF1512'1954.
 MF1512'
 MF1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MF1512'NORTHEAST OF LELAND
 MF1512
 MF1512                          STATION RECOVERY (1996)
 MF1512
 MF1512'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1692 ***********************************************************************
 JB1692  DESIGNATION -  ANDERSON
 JB1692  PID         -  JB1692
 JB1692  STATE/COUNTY-  IL/WHITE
 JB1692  USGS QUAD   -  SPRINGERTON (1974)
 JB1692
 JB1692                         *CURRENT SURVEY CONTROL
 JB1692  ___________________________________________________________________
 JB1692* NAD 83(1997)-  38 08 36.41071(N)    088 21 56.31417(W)     ADJUSTED  
 JB1692* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 JB1692  ___________________________________________________________________
 JB1692  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JB1692  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 JB1692
 JB1692  HORZ ORDER  -  THIRD
 JB1692
 JB1692.The horizontal coordinates were established by classical geodetic methods
 JB1692.and adjusted by the National Geodetic Survey in October 1999..
 JB1692
 JB1692.The orthometric height was scaled from a topographic map.
 JB1692
 JB1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1692
 JB1692.The geoid height was determined by GEOID03.
 JB1692
 JB1692;                    North         East     Units Scale Factor Converg.
 JB1692;SPC IL E     -   163,897.300   297,167.785   MT  0.99997510   -0 01 11.8
 JB1692;SPC IL E     -   537,719.73    974,957.97   sFT  0.99997510   -0 01 11.8
 JB1692;UTM  16      - 4,222,611.933   380,331.424   MT  0.99977637   -0 50 36.8
 JB1692
 JB1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1692!SPC IL E     -   0.99998297  x   0.99997510  =   0.99995807
 JB1692!UTM  16      -   0.99998297  x   0.99977637  =   0.99975934
 JB1692
 JB1692:                Primary Azimuth Mark                     Grid Az
 JB1692:SPC IL E     -  ANDERSON AZ MK                           090 11 37.8
 JB1692:UTM  16      -  ANDERSON AZ MK                           091 01 02.8
 JB1692
 JB1692|---------------------------------------------------------------------|
 JB1692| PID    Reference Object                     Distance      Geod. Az  |
 JB1692|                                                           dddmmss.s |
 JB1692| CI2885 ANDERSON AZ MK                                     0901026.0 |
 JB1692| CI2886 ANDERSON RM 1                        16.209 METERS 17925     |
 JB1692| CI2887 ANDERSON RM 2                        13.904 METERS 26002     |
 JB1692|---------------------------------------------------------------------|
 JB1692
 JB1692                          SUPERSEDED SURVEY CONTROL
 JB1692
 JB1692  NAD 83(1997)-  38 08 36.41448(N)    088 21 56.31339(W) AD(       ) 3
 JB1692  NAD 83(1997)-  38 08 36.42118(N)    088 21 56.31532(W) AD(       ) 3
 JB1692  NAD 83(1986)-  38 08 36.42388(N)    088 21 56.31619(W) AD(       ) 3
 JB1692  NAD 27      -  38 08 36.25070(N)    088 21 56.14696(W) AD(       ) 3
 JB1692
 JB1692.Superseded values are not recommended for survey control.
 JB1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1692.See file dsdata.txt to determine how the superseded data were derived.
 JB1692
 JB1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8033122612(NAD 83)
 JB1692_MARKER: DS = TRIANGULATION STATION DISK
 JB1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1692
 JB1692  HISTORY     - Date     Condition        Report By
 JB1692  HISTORY     - 1961     MONUMENTED       CGS
 JB1692
 JB1692                          STATION DESCRIPTION
 JB1692
 JB1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1692'THE STATION IS ABOUT 3 MILES NORTHWEST OF ENFIELD, 3 MILES SOUTH OF
 JB1692'SPRINGERTON, IN
 JB1692'THE SOUTHWEST 0.25 OF SECTION 30, T 4 S, R 8 E AND ON
 JB1692'THE PROPERTY OF MR MYRON ANDERSON.
 JB1692'IT IS 10.7 FEET EAST OF THE
 JB1692'SOUTHEAST CORNER OF A GARAGE, 11 FEET EAST OF A
 JB1692'WITNESS POST, 42 FEET
 JB1692'EAST OF A TELEPHONE POLE AND 48 FEET NORTH OF THE CENTERLINE OF A
 JB1692'GRAVELED ROAD.
 JB1692'THE MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS
 JB1692'STAMPED ANDERSON 1961.
 JB1692'
 JB1692'TO REACH FROM A CROSSROAD 0.35 MILE WEST OF THE POST OFFICE IN
 JB1692'ENFIELD, GO NORTH ON U
 JB1692'S HIGHWAY 45 FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 JB1692'AND GO WEST ON A GRAVELED
 JB1692'ROAD FOR 1.2 MILES TO THE AZIMUTH MARK ON
 JB1692'THE LEFT.  CONTINUE WEST ON THE GRAVELED
 JB1692'ROAD FOR 0.35 MILE TO A
 JB1692'CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.1 MILE
 JB1692'TO THE STATION ON THE RIGHT.
 JB1692'
 JB1692'REFERENCE MARK 1 IS 25 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 JB1692'ROAD, 35 FEET NORTHWEST
 JB1692'OF AN 18 INCH MAPLE TREE AND 49 FEET NORTH OF
 JB1692'NORTHWEST CORNER OF A HOUSE.  THE
 JB1692'MONUMENT IS FLUSH AND THE DISK IS
 JB1692'STAMPED ANDERSON NO 1 1961.
 JB1692'
 JB1692'REFERENCE MARK IS 4 FEET NORTHWEST OF A TELEPHONE POLE, 18 FEET
 JB1692'SOUTHWEST OF THE
 JB1692'SOUTHWEST CORNER OF THE GARAGE AND 22 FEET NORTH OF THE
 JB1692'CENTERLINE OF THE
 JB1692'GRAVELED ROAD.  THE MONUMENT IS FLUSH AND THE DISK
 JB1692'IS STAMPED ANDERSON NO 2 1961.
 JB1692'
 JB1692'THE AZIMUTH MARK IS 2 FEET WEST OF A WITNESS POST, 3 FEET WEST OF A
 JB1692'POWER POLE AND 20 FEET
 JB1692'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MONUMENT
 JB1692'PROJECTS 3 INCHES AND THE DISK
 JB1692'IS STAMPED ANDERSON 1961.
 JB1692'
 JB1692'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0710 ***********************************************************************
 MG0710  DESIGNATION -  ANDOVER SWEDISH EVAN LUTH CH
 MG0710  PID         -  MG0710
 MG0710  STATE/COUNTY-  IL/HENRY
 MG0710  USGS QUAD   -  ANDOVER (1991)
 MG0710
 MG0710                         *CURRENT SURVEY CONTROL
 MG0710  ___________________________________________________________________
 MG0710* NAD 83(1997)-  41 17 31.81874(N)    090 17 48.74179(W)     ADJUSTED  
 MG0710* NAVD 88     -                                                        
 MG0710  ___________________________________________________________________
 MG0710  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MG0710  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0710
 MG0710  HORZ ORDER  -  THIRD
 MG0710
 MG0710.The horizontal coordinates were established by classical geodetic methods
 MG0710.and adjusted by the National Geodetic Survey in October 1999..
 MG0710
 MG0710
 MG0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0710
 MG0710.The geoid height was determined by GEOID03.
 MG0710
 MG0710;                    North         East     Units Scale Factor Converg.
 MG0710;SPC IL W     -   513,479.449   689,094.248   MT  0.99994264   -0 05 09.3
 MG0710;SPC IL W     - 1,684,640.49  2,260,803.38   sFT  0.99994264   -0 05 09.3
 MG0710;UTM  15      - 4,574,716.483   726,341.281   MT  1.00023053   +1 47 04.4
 MG0710
 MG0710                          SUPERSEDED SURVEY CONTROL
 MG0710
 MG0710  NAD 83(1997)-  41 17 31.81871(N)    090 17 48.74181(W) AD(       ) 4
 MG0710  NAD 83(1986)-  41 17 31.82371(N)    090 17 48.75047(W) AD(       ) 4
 MG0710  NAD 27      -  41 17 31.69800(N)    090 17 48.30400(W) AD(       ) 3
 MG0710
 MG0710.Superseded values are not recommended for survey control.
 MG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0710.See file dsdata.txt to determine how the superseded data were derived.
 MG0710
 MG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2634174716(NAD 83)
 MG0710_MARKER: 90 = CHURCH SPIRE
 MG0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0710+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 MG0710
 MG0710  HISTORY     - Date     Condition        Report By
 MG0710  HISTORY     - 1959     FIRST OBSERVED   CGS
 MG0710  HISTORY     - 19960714 GOOD             USPSQD
 MG0710  HISTORY     - 20011026 GOOD             USPSQD
 MG0710  HISTORY     - 20040616 GOOD             USPSQD
 MG0710
 MG0710                          STATION DESCRIPTION
 MG0710
 MG0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0710'STATION IS LOCATED IN THE SOUTHWEST PART OF TOWN.
 MG0710'
 MG0710'TO REACH FROM THE POST OFFICE IN ANDOVER, GO WEST ON STATE
 MG0710'ROUTE 81 FOR 0.1 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 MG0710'FOR 0.1 MILE TO ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.1
 MG0710'MILE TO STATION ON RIGHT.
 MG0710'
 MG0710'POINT INTERSECTED WAS WHITE CROSS ON TOP.  CHURCH IS RED
 MG0710'BRICK WITH WHITE SPIRE AND IS APPROXIMATELY 120 FEET HIGH.
 MG0710
 MG0710                          STATION RECOVERY (1996)
 MG0710
 MG0710'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0710'RECOVERED IN GOOD CONDITION.
 MG0710
 MG0710                          STATION RECOVERY (2001)
 MG0710
 MG0710'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0710'RECOVERED IN GOOD CONDITION.
 MG0710
 MG0710                          STATION RECOVERY (2004)
 MG0710
 MG0710'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1085 ***********************************************************************
 KB1085  CBN         -  This is a Cooperative Base Network Control Station.
 KB1085  DESIGNATION -  ANGUS
 KB1085  PID         -  KB1085
 KB1085  STATE/COUNTY-  IL/SANGAMON
 KB1085  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1085
 KB1085                         *CURRENT SURVEY CONTROL
 KB1085  ___________________________________________________________________
 KB1085* NAD 83(1997)-  39 54 39.20671(N)    089 35 18.67094(W)     ADJUSTED  
 KB1085* NAVD 88     -       176.777  (meters)     579.98   (feet)  ADJUSTED  
 KB1085  ___________________________________________________________________
 KB1085  X           -      35,184.014 (meters)                     COMP
 KB1085  Y           -  -4,899,045.845 (meters)                     COMP
 KB1085  Z           -   4,070,493.838 (meters)                     COMP
 KB1085  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 KB1085  ELLIP HEIGHT-         144.26  (meters)          (10/15/04) GPS OBS
 KB1085  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1085  DYNAMIC HT  -         176.682 (meters)     579.66  (feet)  COMP
 KB1085  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 KB1085
 KB1085  HORZ ORDER  -  B
 KB1085  VERT ORDER  -  SECOND    CLASS 0
 KB1085  ELLP ORDER  -  FOURTH    CLASS II
 KB1085
 KB1085.The horizontal coordinates were established by GPS observations
 KB1085.and adjusted by the National Geodetic Survey in July 1998..
 KB1085
 KB1085.The orthometric height was determined by differential leveling
 KB1085.and adjusted by the National Geodetic Survey in June 1991..
 KB1085
 KB1085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1085
 KB1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1085
 KB1085.The ellipsoidal height was determined by GPS observations
 KB1085.and is referenced to NAD 83.
 KB1085
 KB1085.The geoid height was determined by GEOID03.
 KB1085
 KB1085.The dynamic height is computed by dividing the NAVD 88
 KB1085.geopotential number by the normal gravity value computed on the
 KB1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1085.degrees latitude (g = 980.6199 gals.).
 KB1085
 KB1085.The modeled gravity was interpolated from observed gravity values.
 KB1085
 KB1085;                    North         East     Units Scale Factor Converg.
 KB1085;SPC IL W     -   360,254.258   749,431.556   MT  0.99997125   +0 22 15.4
 KB1085;SPC IL W     - 1,181,934.18  2,458,760.03   sFT  0.99997125   +0 22 15.4
 KB1085;UTM  16      - 4,421,074.909   278,744.336   MT  1.00020271   -1 39 41.2
 KB1085
 KB1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1085!SPC IL W     -   0.99997737  x   0.99997125  =   0.99994862
 KB1085!UTM  16      -   0.99997737  x   1.00020271  =   1.00018007
 KB1085
 KB1085|---------------------------------------------------------------------|
 KB1085| PID    Reference Object                     Distance      Geod. Az  |
 KB1085|                                                           dddmmss.s |
 KB1085| KB1086 ANGUS RM 1                           27.284 METERS 02657     |
 KB1085| KB1468 WILLIAMSVILLE MUNICIPAL TANK        APPROX. 5.8 KM 0353428.2 |
 KB1085| CI6635 ANGUS AZ MK 2                                      0435902.8 |
 KB1085| KB1083 ANGUS AZ MK                                        2112232.0 |
 KB1085| KB1084 ANGUS RM 2                           28.770 METERS 22123     |
 KB1085|---------------------------------------------------------------------|
 KB1085
 KB1085                          SUPERSEDED SURVEY CONTROL
 KB1085
 KB1085  ELLIP H (07/17/98)  144.29   (m)                       GP(       ) 4 1
 KB1085  NAD 83(1986)-  39 54 39.22048(N)    089 35 18.66149(W) AD(       ) 2
 KB1085  NAD 27      -  39 54 39.03450(N)    089 35 18.29530(W) AD(       ) 2
 KB1085  NAVD 88 (07/17/98)  176.78   (m)          580.0    (f) LEVELING    3  
 KB1085  NGVD 29 (??/??/92)  176.871  (m)          580.28   (f) ADJ UNCH    2 0
 KB1085
 KB1085.Superseded values are not recommended for survey control.
 KB1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1085.See file dsdata.txt to determine how the superseded data were derived.
 KB1085
 KB1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK7874421075(NAD 83)
 KB1085_MARKER: DE = TRAVERSE STATION DISK
 KB1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1085_STAMPING: ANGUS 1960
 KB1085_MARK LOGO: CGS   
 KB1085_PROJECTION: FLUSH
 KB1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1085+STABILITY: SURFACE MOTION
 KB1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1085+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 KB1085
 KB1085  HISTORY     - Date     Condition        Report By
 KB1085  HISTORY     - 1960     MONUMENTED       CGS
 KB1085  HISTORY     - 1960     GOOD             CGS
 KB1085  HISTORY     - 1968     GOOD             ILDT
 KB1085  HISTORY     - 1976     GOOD             NGS
 KB1085  HISTORY     - 1976     GOOD             NGS
 KB1085  HISTORY     - 1980     GOOD             NGS
 KB1085  HISTORY     - 19970326 GOOD             NGS
 KB1085  HISTORY     - 19980708 GOOD             JCLS
 KB1085  HISTORY     - 19980713 GOOD             ILDT
 KB1085  HISTORY     - 20010410 GOOD             JCLS
 KB1085  HISTORY     - 20010418 GOOD             JCLS
 KB1085  HISTORY     - 20020611 GOOD             CGS
 KB1085  HISTORY     - 20020702 GOOD             HANPRO
 KB1085  HISTORY     - 20031103 GOOD             ILDT
 KB1085  HISTORY     - 20040202 GOOD             ILDT
 KB1085
 KB1085                          STATION DESCRIPTION
 KB1085
 KB1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1085'STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF WILLIAMSVILLE, 1-1/4
 KB1085'MILES NORTHEAST OF SHERMAN AND ON THE NORTHWEST RIGHT-OF-WAY OF
 KB1085'U.S. HIGHWAY 66.
 KB1085'
 KB1085'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE 124 IN
 KB1085'SHERMAN, GO NORTHEASTERLY ON U.S. HIGHWAY 66 FOR 1.25 MILES TO
 KB1085'CROSSROAD AND STATION IN NORTHWEST ANGLE OF INTERSECTION AS
 KB1085'DESCRIBED.
 KB1085'
 KB1085'STATION MARK, A STANDARD TRAVERSE DISK STAMPED ANGUS 1960, IS SET IN
 KB1085'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 KB1085'THE SURFACE OF THE GROUND. THE MARK IS 219 FEET NORTH OF THE CENTER
 KB1085'OF A SURFACED RD., 67 FEET WEST OF THE CENTER OF THE SOUTH
 KB1085'BOUND U.S. HIGHWAY 66 AND 12.4 FEET EAST OF THE WITNESS POST AND
 KB1085'FENCE.
 KB1085'
 KB1085'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED ANGUS NO 1 1960,
 KB1085'IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 KB1085'FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 91 FEET NORTH OF
 KB1085'THE WITNESS POST, 78 FEET WEST OF THE CENTER OF SOUTHBOUND U.S.
 KB1085'HIGHWAY 66 AND 1 FOOT EAST OF THE FENCE.
 KB1085'
 KB1085'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED ANGUS NO 2 1960,
 KB1085'IS SET IN THE TOP OF A 12 IN. SQ. CONCRETE POST WHICH IS SET
 KB1085'FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 127 FEET NORTH OF
 KB1085'THE CENTER OF A SURFACED ROAD, 91 FEET SOUTH OF THE WITNESS
 KB1085'POST, 79 FEET WEST OF THE CENTER OF SOUTH BOUND U.S. HIGHWAY 66 AND 1
 KB1085'FOOT EAST OF THE FENCE.
 KB1085'
 KB1085'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED ANGUS 1960, IS SET IN
 KB1085'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 KB1085'WITH THE SURFACE OF THE GROUND. THE MARK IS 114 FT. S. S. E.  OF THE
 KB1085'SOUTHEAST CORNER OF A CONCRETE BRIDGE, 81 FEET NORTHEAST OF A
 KB1085'8 INCH METAL WATER PIPE, 75 FEET NORTH OF A TRIANGLE BLAZED
 KB1085'TELEGRAPH POLE, 56 FEET EAST OF THE CENTER OF NORTH BOUND U.S.
 KB1085'HIGHWAY 66 AND 1.8 FEET EAST OF THE WITNESS POST.
 KB1085'
 KB1085'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON NORTH
 KB1085'BOUND U.S.HIGHWAY 66 FOR 0.2 MILE TO AZIMUTH MARK ON THE RIGHT
 KB1085'AS DESCRIBED.
 KB1085'
 KB1085'HEIGHT OF LIGHT ABOVE STATION MARK 26.21 METERS.
 KB1085
 KB1085                          STATION RECOVERY (1960)
 KB1085
 KB1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB1085'0.8 MI NE FROM SHERMAN.
 KB1085'0.85 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE CROSSING OF
 KB1085'U.S. 66 AND THE GULF MOBILE AND OHIO RAILROAD, AT THE JUNCTION
 KB1085'OF AN EAST-WEST OILED ROAD CROSS ROAD, 67 FEET NORTHWEST OF THE
 KB1085'CENTER LINE OF THE SOUTH BOUND LANE OF U.S. 66, 201 FEET
 KB1085'NORTHEAST OF THE CENTER LINE OF THE OILED ROAD WEST, 221 FEET
 KB1085'NORTH OF THE CENTER OF THE JUNCTION OF THE SOUTH BOUND LANE OF
 KB1085'U.S. 66 AND THE CROSS ROAD, 12.5 FEET SOUTHEAST OF A FENCE, 12.2
 KB1085'FEET SOUTHEAST OF A METAL WITNESS POST, 4 FEET ABOVE THE LEVEL
 KB1085'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KB1085'WITH THE GROUND.
 KB1085
 KB1085                          STATION RECOVERY (1968)
 KB1085
 KB1085'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1968 (DRR)
 KB1085'ANGUS 1960 GOOD
 KB1085'
 KB1085'ANGUS NO 1 1960 GOOD
 KB1085'
 KB1085'ANGUS NO 2 1960 GOOD
 KB1085'
 KB1085'ANGUS 1960 GOOD AZ. MK.
 KB1085'
 KB1085'DESCRIPTION FOUND TO BE ADEQUATE AND CORRECT.
 KB1085
 KB1085                          STATION RECOVERY (1976)
 KB1085
 KB1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1085'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 KB1085'DESCRIBED IN 1960.
 KB1085'
 KB1085'THE TO REACH IS ADEQUATE NOW BUT WILL CHANGE WHEN INTERSTATE HIGHWAY
 KB1085'55 IS COMPLETED.
 KB1085'
 KB1085'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 KB1085'
 KB1085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILE
 KB1085'NORTHEAST OF SHERMAN.
 KB1085
 KB1085                          STATION RECOVERY (1976)
 KB1085
 KB1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1085'RECOVERED IN GOOD CONDITION.
 KB1085
 KB1085                          STATION RECOVERY (1980)
 KB1085
 KB1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 KB1085'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 KB1085'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR.
 KB1085'
 KB1085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 MILES
 KB1085'NORTHWEST OF SHERMAN.
 KB1085
 KB1085                          STATION RECOVERY (1997)
 KB1085
 KB1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB1085'STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTH OF SPRINGFIELD, 0.8 MI
 KB1085'(1.3 KM) NORTHEAST OF SHERMAN AND ON THE HIGHWAY RIGHT-OF-WAY.  TO
 KB1085'REACH FROM THE JUNCTION OF THE BUSINESS ROUTE OF INTERSTATE HIGHWAY 55
 KB1085'(ALSO KNOWN AS OLD U.S. ROUTE 66) AND STATE ROUTE 124 IN SHERMAN, GO
 KB1085'NORTHEAST ON OLD ROUTE 66 FOR 0.6 MI (1.0 KM) TO THE UNDERPASS OF I-55
 KB1085'AT EXIT 105, CONTINUE AHEAD FOR 0.6 MI (1.0 KM) TO A CROSSROAD,
 KB1085'KNOLLWOOD ROAD (7.5N).  TURN LEFT, WEST, THEN IMMEDIATELY TURN RIGHT
 KB1085'ONTO THE CLOSED SOUTHBOUND LANES OF OLD ROUTE 66 FOR 0.05 MI (0.08 KM)
 KB1085'TO THE STATION ON THE LEFT, 66.8 M (219.2 FT) NORTH OF THE CENTER OF
 KB1085'KNOLLWOOD ROAD, 28.8 M (94.5 FT) NORTHEAST OF REFERENCE MARK -ANGUS
 KB1085'NO. 2 1960-, 20.4 M (66.9 FT) NORTHWEST OF THE CENTER OF THE CLOSED
 KB1085'SOUTHBOUND LANES OF OLD ROUTE 66, AND 0.5 M (1.6 FT) SOUTHEAST OF A
 KB1085'FIBERGLASS WITNESS POST.
 KB1085
 KB1085                          STATION RECOVERY (1998)
 KB1085
 KB1085'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998 (JK)
 KB1085'8 JULY 1998 RECOVERED AS DESCRIBED
 KB1085' 
 KB1085'
 KB1085
 KB1085                          STATION RECOVERY (1998)
 KB1085
 KB1085'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (GW)
 KB1085'RECOVERED AS DESCRIBED
 KB1085'
 KB1085
 KB1085                          STATION RECOVERY (2001)
 KB1085
 KB1085'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 KB1085'RECOVERED IN GOOD CONDITION.
 KB1085
 KB1085                          STATION RECOVERY (2001)
 KB1085
 KB1085'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 KB1085'RECOVERED IN GOOD CONDITION.
 KB1085
 KB1085                          STATION RECOVERY (2002)
 KB1085
 KB1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2002 (DSE)
 KB1085'RECOVERED IN GOOD CONDITION
 KB1085
 KB1085                          STATION RECOVERY (2002)
 KB1085
 KB1085'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2002 (JAR)
 KB1085'RECOVERED IN GOOD CONDITION.
 KB1085
 KB1085                          STATION RECOVERY (2003)
 KB1085
 KB1085'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DL)
 KB1085'RECOVERED AS DESCRIBED
 KB1085
 KB1085                          STATION RECOVERY (2004)
 KB1085
 KB1085'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DL)
 KB1085'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1083 ***********************************************************************
 KB1083  DESIGNATION -  ANGUS AZ MK
 KB1083  PID         -  KB1083
 KB1083  STATE/COUNTY-  IL/SANGAMON
 KB1083  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1083
 KB1083                         *CURRENT SURVEY CONTROL
 KB1083  ___________________________________________________________________
 KB1083* NAD 83(1986)-  39 54 47.     (N)    089 35 07.     (W)     SCALED    
 KB1083* NAVD 88     -       167.781  (meters)     550.46   (feet)  ADJUSTED  
 KB1083  ___________________________________________________________________
 KB1083  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1083  DYNAMIC HT  -         167.692 (meters)     550.17  (feet)  COMP
 KB1083  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 KB1083
 KB1083  VERT ORDER  -  SECOND    CLASS 0
 KB1083
 KB1083.The horizontal coordinates were scaled from a topographic map and have
 KB1083.an estimated accuracy of +/- 6 seconds.
 KB1083
 KB1083.The orthometric height was determined by differential leveling
 KB1083.and adjusted by the National Geodetic Survey in June 1991..
 KB1083
 KB1083.The geoid height was determined by GEOID03.
 KB1083
 KB1083.The dynamic height is computed by dividing the NAVD 88
 KB1083.geopotential number by the normal gravity value computed on the
 KB1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1083.degrees latitude (g = 980.6199 gals.).
 KB1083
 KB1083.The modeled gravity was interpolated from observed gravity values.
 KB1083
 KB1083;                    North         East    Units  Estimated Accuracy
 KB1083;SPC IL W     -   360,500.      749,710.      MT  (+/- 180 meters Scaled)
 KB1083
 KB1083                          SUPERSEDED SURVEY CONTROL
 KB1083
 KB1083  NGVD 29 (??/??/92)  167.876  (m)          550.77   (f) ADJ UNCH    2 0
 KB1083
 KB1083.Superseded values are not recommended for survey control.
 KB1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1083.See file dsdata.txt to determine how the superseded data were derived.
 KB1083
 KB1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK790213(NAD 83)
 KB1083_MARKER: DZ = AZIMUTH MARK DISK
 KB1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1083_STAMPING: ANGUS 1960
 KB1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1083+STABILITY: SURFACE MOTION
 KB1083
 KB1083  HISTORY     - Date     Condition        Report By
 KB1083  HISTORY     - 1960     MONUMENTED       CGS
 KB1083  HISTORY     - 1976     GOOD             NGS
 KB1083
 KB1083                          STATION DESCRIPTION
 KB1083
 KB1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1083'1.1 MI NE FROM SHERMAN.
 KB1083'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE CROSSING OF
 KB1083'U.S. 66 AND THE GULF MOBILE AND OHIO RAILROAD IN SHERMAN, ABOUT
 KB1083'0.25 MILES NORTHEAST OF THE JUNCTION OF AN EAST-WEST OILED CROSS
 KB1083'ROAD, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND
 KB1083'LANE OF U.S. 66, 108 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 KB1083'70 FOOT CONCRETE BRIDGE, 72 FEET NORTHEAST OF AN 8 INCH METAL
 KB1083'PIPE WITH A CAP AND PROJECTING 12 INCHES, 1.5 FEET SOUTHEAST OF
 KB1083'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KB1083'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KB1083
 KB1083                          STATION RECOVERY (1976)
 KB1083
 KB1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1086 ***********************************************************************
 KB1086  DESIGNATION -  ANGUS RM 1
 KB1086  PID         -  KB1086
 KB1086  STATE/COUNTY-  IL/SANGAMON
 KB1086  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1086
 KB1086                         *CURRENT SURVEY CONTROL
 KB1086  ___________________________________________________________________
 KB1086* NAD 83(1986)-  39 54 39.     (N)    089 35 18.     (W)     SCALED    
 KB1086* NAVD 88     -       176.815  (meters)     580.10   (feet)  ADJUSTED  
 KB1086  ___________________________________________________________________
 KB1086  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1086  DYNAMIC HT  -         176.721 (meters)     579.79  (feet)  COMP
 KB1086  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 KB1086
 KB1086  VERT ORDER  -  SECOND    CLASS 0
 KB1086
 KB1086.The horizontal coordinates were scaled from a topographic map and have
 KB1086.an estimated accuracy of +/- 6 seconds.
 KB1086
 KB1086.The orthometric height was determined by differential leveling
 KB1086.and adjusted by the National Geodetic Survey in June 1991..
 KB1086
 KB1086.The geoid height was determined by GEOID03.
 KB1086
 KB1086.The dynamic height is computed by dividing the NAVD 88
 KB1086.geopotential number by the normal gravity value computed on the
 KB1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1086.degrees latitude (g = 980.6199 gals.).
 KB1086
 KB1086.The modeled gravity was interpolated from observed gravity values.
 KB1086
 KB1086;                    North         East    Units  Estimated Accuracy
 KB1086;SPC IL W     -   360,250.      749,450.      MT  (+/- 180 meters Scaled)
 KB1086
 KB1086                          SUPERSEDED SURVEY CONTROL
 KB1086
 KB1086  NGVD 29 (??/??/92)  176.910  (m)          580.41   (f) ADJ UNCH    2 0
 KB1086
 KB1086.Superseded values are not recommended for survey control.
 KB1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1086.See file dsdata.txt to determine how the superseded data were derived.
 KB1086
 KB1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK787210(NAD 83)
 KB1086_MARKER: DR = REFERENCE MARK DISK
 KB1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1086_STAMPING: ANGUS NO 1 1960
 KB1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1086+STABILITY: SURFACE MOTION
 KB1086
 KB1086  HISTORY     - Date     Condition        Report By
 KB1086  HISTORY     - 1960     MONUMENTED       CGS
 KB1086  HISTORY     - 1976     GOOD             NGS
 KB1086
 KB1086                          STATION DESCRIPTION
 KB1086
 KB1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1086'0.8 MI NE FROM SHERMAN.
 KB1086'0.85 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE CROSSING OF
 KB1086'U.S. 66 AND THE GULF MOBILE AND OHIO RAILROAD, AT THE JUNCTION
 KB1086'OF AN EAST-WEST OILED CROSS ROAD, 78 FEET NORTHWEST OF THE
 KB1086'CENTERLINE OF THE SOUTH BOUND LANE OF U.S. 66, 301 FEET
 KB1086'NORTHEAST OF THE CENTER LINE OF THE OILED ROAD WEST, 293 FEET
 KB1086'NORTH OF THE CENTER OF THE JUNCTION OF THE SOUTH BOUND LANE OF
 KB1086'U.S. 66 AND THE CROSS ROAD, 1 FOOT SOUTHEAST OF A FENCE, 89.6
 KB1086'FEET NORTH NORTHEAST OF ANGUS TRAVERSE STATION, 91.1 FEET
 KB1086'NORTHEAST OF A METAL WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE
 KB1086'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KB1086'GROUND.
 KB1086
 KB1086                          STATION RECOVERY (1976)
 KB1086
 KB1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1084 ***********************************************************************
 KB1084  DESIGNATION -  ANGUS RM 2
 KB1084  PID         -  KB1084
 KB1084  STATE/COUNTY-  IL/SANGAMON
 KB1084  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1084
 KB1084                         *CURRENT SURVEY CONTROL
 KB1084  ___________________________________________________________________
 KB1084* NAD 83(1986)-  39 54 39.     (N)    089 35 18.     (W)     SCALED    
 KB1084* NAVD 88     -       176.918  (meters)     580.44   (feet)  ADJUSTED  
 KB1084  ___________________________________________________________________
 KB1084  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1084  DYNAMIC HT  -         176.824 (meters)     580.13  (feet)  COMP
 KB1084  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 KB1084
 KB1084  VERT ORDER  -  SECOND    CLASS 0
 KB1084
 KB1084.The horizontal coordinates were scaled from a topographic map and have
 KB1084.an estimated accuracy of +/- 6 seconds.
 KB1084
 KB1084.The orthometric height was determined by differential leveling
 KB1084.and adjusted by the National Geodetic Survey in June 1991..
 KB1084
 KB1084.The geoid height was determined by GEOID03.
 KB1084
 KB1084.The dynamic height is computed by dividing the NAVD 88
 KB1084.geopotential number by the normal gravity value computed on the
 KB1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1084.degrees latitude (g = 980.6199 gals.).
 KB1084
 KB1084.The modeled gravity was interpolated from observed gravity values.
 KB1084
 KB1084;                    North         East    Units  Estimated Accuracy
 KB1084;SPC IL W     -   360,250.      749,450.      MT  (+/- 180 meters Scaled)
 KB1084
 KB1084                          SUPERSEDED SURVEY CONTROL
 KB1084
 KB1084  NGVD 29 (??/??/92)  177.013  (m)          580.75   (f) ADJ UNCH    2 0
 KB1084
 KB1084.Superseded values are not recommended for survey control.
 KB1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1084.See file dsdata.txt to determine how the superseded data were derived.
 KB1084
 KB1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK787210(NAD 83)
 KB1084_MARKER: DR = REFERENCE MARK DISK
 KB1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1084_STAMPING: ANGUS NO 2 1960
 KB1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1084+STABILITY: SURFACE MOTION
 KB1084
 KB1084  HISTORY     - Date     Condition        Report By
 KB1084  HISTORY     - 1960     MONUMENTED       CGS
 KB1084  HISTORY     - 1976     GOOD             NGS
 KB1084
 KB1084                          STATION DESCRIPTION
 KB1084
 KB1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1084'0.8 MI NE FROM SHERMAN.
 KB1084'0.85 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE CROSSING OF
 KB1084'U.S. 66 AND THE GULF MOBILE AND OHIO RAILROAD, AT THE JUNCTION
 KB1084'OF AN EAST-WEST OILED CROSS ROAD, 78 FEET NORTHWEST OF THE
 KB1084'CENTER LINE OF THE SOUTH BOUND LANE OF U.S. 66, 139 FEET
 KB1084'NORTHEAST OF THE CENTER LINE OF THE OILED ROAD WEST, 127 FEET
 KB1084'NORTH NORTHWEST OF THE CENTER OF THE JUNCTION OF THE SOUTH BOUND
 KB1084'LANE OF U.S. 66 AND THE OILED ROAD, 1 FOOT SOUTHEAST OF A FENCE,
 KB1084'94.4 FEET SOUTHWEST OF ANGUS TRAVERSE STATION, 91.4 FEET
 KB1084'SOUTHWEST OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE
 KB1084'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KB1084'GROUND.
 KB1084
 KB1084                          STATION RECOVERY (1976)
 KB1084
 KB1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0597 ***********************************************************************
 LC0597  DESIGNATION -  ANNA
 LC0597  PID         -  LC0597
 LC0597  STATE/COUNTY-  IL/DE WITT
 LC0597  USGS QUAD   -  BELLFLOWER (1983)
 LC0597
 LC0597                         *CURRENT SURVEY CONTROL
 LC0597  ___________________________________________________________________
 LC0597* NAD 83(1997)-  40 15 27.27238(N)    088 37 22.11708(W)     ADJUSTED  
 LC0597* NAVD 88     -       219.227  (meters)     719.25   (feet)  ADJUSTED  
 LC0597  ___________________________________________________________________
 LC0597  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 LC0597  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LC0597  DYNAMIC HT  -         219.122 (meters)     718.90  (feet)  COMP
 LC0597  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 LC0597
 LC0597  HORZ ORDER  -  SECOND
 LC0597  VERT ORDER  -  SECOND    CLASS 0
 LC0597
 LC0597.The horizontal coordinates were established by classical geodetic methods
 LC0597.and adjusted by the National Geodetic Survey in October 1999..
 LC0597
 LC0597.The orthometric height was determined by differential leveling
 LC0597.and adjusted by the National Geodetic Survey in June 1991..
 LC0597
 LC0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0597
 LC0597.The geoid height was determined by GEOID03.
 LC0597
 LC0597.The dynamic height is computed by dividing the NAVD 88
 LC0597.geopotential number by the normal gravity value computed on the
 LC0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0597.degrees latitude (g = 980.6199 gals.).
 LC0597
 LC0597.The modeled gravity was interpolated from observed gravity values.
 LC0597
 LC0597;                    North         East     Units Scale Factor Converg.
 LC0597;SPC IL E     -   398,640.255   275,374.174   MT  0.99998246   -0 11 13.4
 LC0597;SPC IL E     - 1,307,872.24    903,456.77   sFT  0.99998246   -0 11 13.4
 LC0597;UTM  16      - 4,457,609.380   361,996.202   MT  0.99983444   -1 02 55.9
 LC0597
 LC0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0597!SPC IL E     -   0.99997061  x   0.99998246  =   0.99995307
 LC0597!UTM  16      -   0.99997061  x   0.99983444  =   0.99980506
 LC0597
 LC0597|---------------------------------------------------------------------|
 LC0597| PID    Reference Object                     Distance      Geod. Az  |
 LC0597|                                                           dddmmss.s |
 LC0597| LC0598 ANNA RM 1                            17.220 METERS 19049     |
 LC0597| LC1790 FARMER CITY MUNICIPAL TANK          APPROX. 1.9 KM 2260923.6 |
 LC0597| LC1791 FARMER CITY SAC HEART CATH CH       APPROX. 2.1 KM 2422124.8 |
 LC0597| LC0596 ANNA RM 2                            17.124 METERS 35912     |
 LC0597|---------------------------------------------------------------------|
 LC0597
 LC0597                          SUPERSEDED SURVEY CONTROL
 LC0597
 LC0597  NAD 83(1986)-  40 15 27.27844(N)    088 37 22.11483(W) AD(       ) 2
 LC0597  NAD 27      -  40 15 27.15980(N)    088 37 21.88160(W) AD(       ) 2
 LC0597  NGVD 29 (??/??/92)  219.273  (m)          719.40   (f) ADJ UNCH    2 0
 LC0597
 LC0597.Superseded values are not recommended for survey control.
 LC0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0597.See file dsdata.txt to determine how the superseded data were derived.
 LC0597
 LC0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6199657609(NAD 83)
 LC0597_MARKER: DS = TRIANGULATION STATION DISK
 LC0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0597_STAMPING: ANNA 1959
 LC0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0597+STABILITY: SURFACE MOTION
 LC0597
 LC0597  HISTORY     - Date     Condition        Report By
 LC0597  HISTORY     - 1959     MONUMENTED       CGS
 LC0597  HISTORY     - 1959     GOOD             CGS
 LC0597  HISTORY     - 20040927 GOOD             ILDT
 LC0597
 LC0597                          STATION DESCRIPTION
 LC0597
 LC0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0597'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF FARMER CITY
 LC0597'AND ABOUT 7 MILES NORTHWEST OF MANSFIELD.
 LC0597'
 LC0597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 150
 LC0597'AND 54 AT THE SOUTHEAST EDGE OF FARMER CITY, GO NORTHERLY
 LC0597'ON U.S. HIGHWAY 54 FOR 1.1 MILES TO A TRIANGLE BLAZED TELEPHONE
 LC0597'POLE AND THE STATION ON THE RIGHT AS DESCRIBED.
 LC0597'
 LC0597'THE STATION MARK IS A STANDARD STATION MARK DISK SET IN A
 LC0597'8 X 8 INCH CONCRETE POST PROJECTING 4 INCHES AND THE DISK
 LC0597'IS STAMPED ANNA 1959.  THE MARK IS 35.5 FEET EAST OF THE
 LC0597'CENTER LINE OF U.S. HIGHWAY 54, 42 FEET SOUTH SOUTHWEST OF
 LC0597'A TELEPHONE POLE, 5 FEET WEST OF FENCE AND 4.8 FEET WEST OF
 LC0597'WITNESS POST.
 LC0597'
 LC0597'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN A
 LC0597'8 X 8 INCH CONCRETE POST PROJECTING 2 INCHES AND THE DISK
 LC0597'IS STAMPED ANNA NO. 1 1959.  THE MARK 38 FEET EAST OF THE CENTER
 LC0597'LINE OF U.S. HIGHWAY 54 AND 1.5 FEET WEST OF FENCE.
 LC0597'
 LC0597'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN A
 LC0597'DRILL HOLE AT THE NORTH END OF A CONCRETE CULVERT ABUTMENT
 LC0597'AND THE DISK IS STAMPED ANNA NO 2 1959.  THE MARK IS 23 FEET
 LC0597'NORTHWEST OF A TELEPHONE POLE, 20.5 FEET EAST OF CENTER
 LC0597'LINE OF U.S. HIGHWAY 54 AND 20 FEET WEST OF FENCE.
 LC0597'
 LC0597'FARMER CITY MUNICIPAL WATER TANK MAY BE USED AS AN AZIMUTH.
 LC0597'
 LC0597'HEIGHT OF LIGHT ABOVE STATION MARK 4.78 METERS.
 LC0597
 LC0597                          STATION RECOVERY (1959)
 LC0597
 LC0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0597'1.2 MI N FROM FARMER CITY.
 LC0597'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 LC0597'WITH U.S. HIGHWAY 150 IN FARMER CITY, 35 FEET EAST OF THE CENTER
 LC0597'LINE OF THE HIGHWAY, 5 FEET WEST OF A FENCE, 135 FEET NORTH OF A
 LC0597'LONE 12-INCH ELM TREE ON THE EAST HIGHWAY RIGHT-OF-WAY, 50
 LC0597'FEET SOUTH-SOUTHEAST OF THE SOUTH END OF THE EAST HEADWALL OF A
 LC0597'4-FOOT CONCRETE BOX CULVERT, 4.8 FEET WEST OF A METAL WITNESS
 LC0597'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 LC0597'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LC0597
 LC0597                          STATION RECOVERY (2004)
 LC0597
 LC0597'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0597'NEW DESCRIPTION.  TO REACH FROM THE INTERSECTION OF US150 AND IL 54 IN
 LC0597'FARMER CITY THENCE NORTH ALONG IL 54 1.1 MILE TO THE MARK ON THE
 LC0597'RIGHT, 35.5 FEET EAST OF CENTERLINE OF IL 54, 1.45 FEET WEST OF METAL
 LC0597'WITNESS POST, 19 FEET WEST OF CROP LINE, 50 FEET SOUTH OF SE CORNER OF
 LC0597'CONCRETE HEADWALL ON BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1715 ***********************************************************************
 HB1715  DESIGNATION -  ANNA
 HB1715  PID         -  HB1715
 HB1715  STATE/COUNTY-  IL/UNION
 HB1715  USGS QUAD   -  ANNA (1978)
 HB1715
 HB1715                         *CURRENT SURVEY CONTROL
 HB1715  ___________________________________________________________________
 HB1715* NAD 83(1997)-  37 26 42.52580(N)    089 14 24.80633(W)     ADJUSTED  
 HB1715* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 HB1715  ___________________________________________________________________
 HB1715  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HB1715  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HB1715
 HB1715  HORZ ORDER  -  SECOND
 HB1715
 HB1715.The horizontal coordinates were established by classical geodetic methods
 HB1715.and adjusted by the National Geodetic Survey in October 1999..
 HB1715
 HB1715.The orthometric height was scaled from a topographic map.
 HB1715
 HB1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1715
 HB1715.The geoid height was determined by GEOID03.
 HB1715
 HB1715;                    North         East     Units Scale Factor Converg.
 HB1715;SPC IL W     -    86,792.526   781,977.114   MT  1.00002393   +0 33 47.9
 HB1715;SPC IL W     -   284,751.81  2,565,536.58   sFT  1.00002393   +0 33 47.9
 HB1715;UTM  16      - 4,146,611.923   301,828.388   MT  1.00008377   -1 21 45.0
 HB1715
 HB1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1715!SPC IL W     -   0.99997027  x   1.00002393  =   0.99999420
 HB1715!UTM  16      -   0.99997027  x   1.00008377  =   1.00005404
 HB1715
 HB1715|---------------------------------------------------------------------|
 HB1715| PID    Reference Object                     Distance      Geod. Az  |
 HB1715|                                                           dddmmss.s |
 HB1715| HB1716 ANNA 2                                8.240 METERS 00844     |
 HB1715| CI2890 ANNA RM 1                            33.104 METERS 09119     |
 HB1715| HB1733 ANNA RADIO STATION WRAJ MAST        APPROX. 1.2 KM 3124131.3 |
 HB1715| HB1732 ANNA MUNICIPAL TANK                 APPROX. 2.0 KM 3231808.9 |
 HB1715| CI2891 ANNA RM 2                            19.208 METERS 34112     |
 HB1715| CI2892 ANNA RM 3                            15.416 METERS 35534     |
 HB1715| CI2889 ANNA AZ MK RESET                                   3573308.4 |
 HB1715| HB1713 ANNA STATE HOSPITAL WATER TANK      APPROX. 3.5 KM 3584315.9 |
 HB1715| CI2888 ANNA AZ MK                                         3590501.6 |
 HB1715|---------------------------------------------------------------------|
 HB1715
 HB1715                          SUPERSEDED SURVEY CONTROL
 HB1715
 HB1715  NAD 83(1997)-  37 26 42.53274(N)    089 14 24.80786(W) AD(       ) 2
 HB1715  NAD 83(1986)-  37 26 42.53177(N)    089 14 24.81081(W) AD(       ) 2
 HB1715  NAD 27      -  37 26 42.35493(N)    089 14 24.50721(W) AD(       ) 2
 HB1715
 HB1715.Superseded values are not recommended for survey control.
 HB1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1715.See file dsdata.txt to determine how the superseded data were derived.
 HB1715
 HB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0182846612(NAD 83)
 HB1715_MARKER: DS = TRIANGULATION STATION DISK
 HB1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1715
 HB1715  HISTORY     - Date     Condition        Report By
 HB1715  HISTORY     - 1957     MONUMENTED       CGS
 HB1715  HISTORY     - 1969     GOOD             CGS
 HB1715  HISTORY     - 1973     SEE DESCRIPTION  NGS
 HB1715
 HB1715                          STATION DESCRIPTION
 HB1715
 HB1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1715'THE STATION IS LOCATED 1.25 MILES SOUTH OF ANNA AND APPROXIMATELY ON
 HB1715'THE PROPERTY LINE BETWEEN THE PROPERTIES OF MR.  O. K. LOOMIS AND
 HB1715'MR. GEORGE F. LYNN. IT IS 43 FEET NORTHWEST OF THE NORTHWEST CORNER
 HB1715'OF MR. LYNNS RESIDENCE, 46 FEET EAST OF THE CENTERLINE OF A PAVED
 HB1715'ROAD, 15 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 5 FEET EAST OF A
 HB1715'WHITE WITNESS POST AND 3 FEET EAST OF A TRANSFORMER POLE. THE
 HB1715'MONUMENT IS FLUSH AND THE MARK IS STAMPED ANNA 1957.
 HB1715'
 HB1715'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND EAST
 HB1715'DAVIES STREET IN ANNA, GO SOUTH ON EAST DAVIES STREET FOR 0.85 MILE
 HB1715'TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE ROAD. CONTINUE
 HB1715'SOUTH FOR 0.4 MILE TO THE STATION ON THE LEFT, EAST SIDE OF THE
 HB1715'ROAD.
 HB1715'
 HB1715'REFERENCE MARK 1 IS 5.5 FEET NORTH OF THE NORTHEAST CORNER OF MR.
 HB1715'LYNNS GARAGE. THE MONUMENT IS FLUSH AND THE MARK IS STAMPED
 HB1715'ANNA NO 1 1957.
 HB1715'
 HB1715'REFERENCE MARK 2 IS 25 FEET EAST OF THE CENTERLINE OF A PAVED ROAD
 HB1715'AND 62 FEET NORTH-NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 HB1715'FLUSH AND THE MARK IS STAMPED ANNA NO 2 1957.
 HB1715'
 HB1715'THE AZIMUTH MARK IS 23 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 1
 HB1715'FOOT SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 HB1715'TELEPHONE LINE POLE. THE MONUMENT IS FLUSH AND THE MARK IS STAMPED
 HB1715'ANNA 1957.
 HB1715'
 HB1715'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HB1715
 HB1715                          STATION RECOVERY (1969)
 HB1715
 HB1715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HB1715'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 HB1715'GOOD CONDITION. REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 HB1715'KNOWN TO BE DESTROYED BY ROAD AND STREET CONSTRUCTION. A NEW
 HB1715'REFERENCE MARK NO. 3 AND AZIMUTH MARK 1957 1969 WERE ESTABLISHED
 HB1715'THIS DATE. THE STATION WAS OCCUPIED AND THE HORIZONTAL ANGLES TO ALL
 HB1715'MARKS OBSERVED FROM ANNA, RADIO STATION WRAJ MAST 1957. IN
 HB1715'CHECKING THE HORIZONTAL DISTANCE MEASUREMENT BETWEEN THE STATION AND
 HB1715'REFERENCE MARK NO. 1, A DISCREPANCY OF -0.01 OF A FOOT WAS NOTED.
 HB1715'
 HB1715'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1715'
 HB1715'THE STATION IS LOCATED ABOUT 1.25 MILES SOUTHWEST OF ANNA AND VERY
 HB1715'NEARLY ON THE LINE BETWEEN THE PROPERTIES OF MR.  O. K. LOOMIN
 HB1715'AND MR. GEORGE F. LYNN.
 HB1715'
 HB1715'TO REACH THE STATION FROM THE INTERSECTION OF S. MAIN STREET AND W.
 HB1715'DAVIS STREET JUST SOUTHEAST OF THE RAILROAD DEPOT IN ANNA, GO EAST
 HB1715'AND SOUTH ON W. DAVIS STREET FOR 0.95 OF A MILE TO THE AZIMUTH MARK
 HB1715'ON THE RIGHT, CONTINUE SOUTH ON W. DAVIS STREET FOR 0.25 OF A
 HB1715'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HB1715'
 HB1715'THE STATION IS 45 FEET EAST OF THE APPROXIMATE CENTER OF W. DAVIS
 HB1715'STREET, 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. LYNNS
 HB1715'HOUSE, 12 FEET SOUTH OF THE APPROXIMATE CENTER OF AN ORCHARD ROAD, 11
 HB1715'FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, 4 FEET EAST OF A
 HB1715'METAL WITNESS POST AND SIGN, AND 3 FEET EAST OF A POWERLINE
 HB1715'TRANSFORMER POLE. IT IS A STANDARD DISK SET IN THE TOP OF A
 HB1715'12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND THE
 HB1715'DISK IS STAMPED ANNA 1957.
 HB1715'
 HB1715'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE NORTHWEST CORNER OF A
 HB1715'GARAGE, 7 FEET SOUTH OF THE SOUTH EDGE OF A PEACH ORCHARD, AND
 HB1715'5.5 FEET NORTH OF THE NORTHEAST CORNER OF THE GARAGE. IT IS A
 HB1715'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 HB1715'MONUMENT AND THE DISK IS STAMPED ANNA NO 1 1957.
 HB1715'
 HB1715'REFERENCE MARK NO. 3 IS 50 FEET NORTH OF THE POWERLINE TRANSFORMER
 HB1715'POLE, 50 FEET NORTH OF THE METAL WITNESS POST AND SIGN, 47 FEET
 HB1715'NORTHWEST OF THE SOUTHWEST EDGE OF THE PEACH ORCHARD, AND 39 FEET
 HB1715'EAST OF THE APPROXIMATE CENTER OF W.  DAVIS STREET. IT IS A
 HB1715'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, FLUSH, CONCRETE
 HB1715'MONUMENT AND THE DISK IS STAMPED ANNA 1957 NO 3 1969.
 HB1715'
 HB1715'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 HB1715'REFERENCE MARK NO. 3 IS 124.32 FEET- (37.893 METERS).
 HB1715'
 HB1715'THE AZIMUTH MARK IS 59 FEET NORTH OF THE APPROXIMATE CENTER OF A
 HB1715'DRIVEWAY, 44 FEET NORTH-NORTHEAST OF A POWERLINE TRANSFORMER
 HB1715'POLE, 34 FEET SOUTH OF THE APPROXIMATE CENTER OF A GRADED ROAD WEST,
 HB1715'16 FEET WEST OF THE APPROXIMATE CENTER OF W. DAVIS STREET, AND 2
 HB1715'FEET WEST OF THE WEST CONCRETE CURB OF W. DAVIS STREET. IT IS A
 HB1715'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER
 HB1715'OF A CONCRETE STORM DRAIN, AND THE DISK IS STAMPED ANNA 1957 1969.
 HB1715'
 HB1715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1.25 MILES
 HB1715'SOUTHWEST OF ANNA.
 HB1715
 HB1715                          STATION RECOVERY (1973)
 HB1715
 HB1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (FKS)
 HB1715'THE STATION MARK, REFERENCE MARKS 1 AND 3 ALONG WITH THE 1969 AZIMUTH
 HB1715'MARK WERE FOUND IN GOOD CONDITION. THE DISTANCE TO THE REFERENCE
 HB1715'MARKS CHECKED AS DID THE DIRECTION TO THEM AND ALL OBJECTS. THE
 HB1715'STATION MARK AND REFERENCE MARK 1 WERE IN THE WAY OF A NEW
 HB1715'DRIVEWAY AND THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE
 HB1715'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER AFTER A NEW
 HB1715'STATION ANNA 2 1973 WAS ESTABLISHED. REFERENCE MARK 3 AND THE AZIMUTH
 HB1715'MARK WERE LEFT INTACT AND USED WITH THE NEW STATION.
 HB1715'
 HB1715'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HB1715'
 HB1715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT SOUTH EDGE OF
 HB1715'ANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1716 ***********************************************************************
 HB1716  DESIGNATION -  ANNA 2
 HB1716  PID         -  HB1716
 HB1716  STATE/COUNTY-  IL/UNION
 HB1716  USGS QUAD   -  ANNA (1978)
 HB1716
 HB1716                         *CURRENT SURVEY CONTROL
 HB1716  ___________________________________________________________________
 HB1716* NAD 83(1997)-  37 26 42.78997(N)    089 14 24.75540(W)     ADJUSTED  
 HB1716* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 HB1716  ___________________________________________________________________
 HB1716  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HB1716  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HB1716
 HB1716  HORZ ORDER  -  THIRD
 HB1716
 HB1716.The horizontal coordinates were established by classical geodetic methods
 HB1716.and adjusted by the National Geodetic Survey in October 1999..
 HB1716.No horizontal observational check was made to the station.
 HB1716
 HB1716.The orthometric height was scaled from a topographic map.
 HB1716
 HB1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1716
 HB1716.The geoid height was determined by GEOID03.
 HB1716
 HB1716;                    North         East     Units Scale Factor Converg.
 HB1716;SPC IL W     -    86,800.682   781,978.285   MT  1.00002393   +0 33 48.0
 HB1716;SPC IL W     -   284,778.57  2,565,540.42   sFT  1.00002393   +0 33 48.0
 HB1716;UTM  16      - 4,146,620.036   301,829.834   MT  1.00008376   -1 21 45.0
 HB1716
 HB1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1716!SPC IL W     -   0.99997027  x   1.00002393  =   0.99999420
 HB1716!UTM  16      -   0.99997027  x   1.00008376  =   1.00005403
 HB1716
 HB1716|---------------------------------------------------------------------|
 HB1716| PID    Reference Object                     Distance      Geod. Az  |
 HB1716|                                                           dddmmss.s |
 HB1716| HB1715 ANNA                                  8.240 METERS 18844     |
 HB1716| CI2893 ANNA 2 RM 4                           4.546 METERS 28102     |
 HB1716| HB1733 ANNA RADIO STATION WRAJ MAST        APPROX. 1.2 KM 3122224.1 |
 HB1716| HB1732 ANNA MUNICIPAL TANK                 APPROX. 2.0 KM 3230809.8 |
 HB1716| CI2892 ANNA RM 3                             7.624 METERS 34119     |
 HB1716| CI2889 ANNA AZ MK RESET                                   3572113.9 |
 HB1716| HB1713 ANNA STATE HOSPITAL WATER TANK      APPROX. 3.5 KM 3584151.1 |
 HB1716|---------------------------------------------------------------------|
 HB1716
 HB1716                          SUPERSEDED SURVEY CONTROL
 HB1716
 HB1716  NAD 83(1997)-  37 26 42.79692(N)    089 14 24.75694(W) AD(       ) 3
 HB1716  NAD 83(1986)-  37 26 42.79589(N)    089 14 24.75989(W) AD(       ) 3
 HB1716  NAD 27      -  37 26 42.61911(N)    089 14 24.45628(W) AD(       ) 3
 HB1716
 HB1716.Superseded values are not recommended for survey control.
 HB1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1716.See file dsdata.txt to determine how the superseded data were derived.
 HB1716
 HB1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0183046620(NAD 83)
 HB1716_MARKER: DS = TRIANGULATION STATION DISK
 HB1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1716
 HB1716  HISTORY     - Date     Condition        Report By
 HB1716  HISTORY     - 1973     MONUMENTED       NGS
 HB1716
 HB1716                          STATION DESCRIPTION
 HB1716
 HB1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (FKS)
 HB1716'THE STATION IS LOCATED AT THE SOUTH EDGE OF ANNA, ON THE PROPERTY OF
 HB1716'MR. GARY BUCKNER, 65 FEET NORTHWEST OF THE NORTHWEST CORNER
 HB1716'OF A FRAME HOUSE, 46 FEET EAST OF THE CENTERLINE OF E. DAVIS ST., 7
 HB1716'FEET EAST OF A POWER POLE, 15 FEET NORTH OF THE CENTERLINE OF THE
 HB1716'NORTH 1 OF 2 DRIVEWAYS AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 HB1716'MONUMENT IS FLUSH AND THE DISK IS STAMPED ANNA 2 1973.
 HB1716'
 HB1716'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND E.
 HB1716'DAVIS STREET IN ANNA, GO EAST AND SOUTH ON E DAVIS STREET FOR
 HB1716'0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON E
 HB1716'DAVIS STREET FOR 0.25 MILE TO THE STATION ON THE LEFT AT THE CREST OF
 HB1716'GRADE.
 HB1716'
 HB1716'REFERENCE MARK 3 IS 39 FEET EAST OF THE CENTERLINE OF THE STREET 26
 HB1716'FEET NORTH OF THE POWER POLE AND 39 FEET NORTH OF THE CENTERLINE
 HB1716'OF NORTH DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1716'ANNA 1957 NO 3 1969.
 HB1716'
 HB1716'REFERENCE MARK 4 IS 32 FEET EAST OF THE CENTERLINE OF THE STREET, 9
 HB1716'FEET NORTHWEST OF THE POWER POLE AND 19 FEET NORTH OF THE
 HB1716'CENTERLINE OF THE NORTH DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK
 HB1716'IS STAMPED ANNA 2 NO 4 1973.
 HB1716'
 HB1716'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANNA 1957 1969, SET IN A
 HB1716'DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE STORM DRAIN, 59
 HB1716'FEET NORTH OF THE CENTERLINE OF DRIVEWAY, 44 FEET NORTHEAST OF A
 HB1716'POWER TRANSFORMER POLE, 16 FEET WEST OF THE CENTERLINE OF THE
 HB1716'STREET, 34 FEET SOUTH OF THE CENTERLINE OF GRADED ROAD AT SOUTHEAST
 HB1716'CORNER OF CEMETERY AND 2 FEET WEST OF THE WEST CURB OF THE STREET.
 HB1716'
 HB1716'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1711 ***********************************************************************
 HB1711  DESIGNATION -  ANNA CLOCK TOWER
 HB1711  PID         -  HB1711
 HB1711  STATE/COUNTY-  IL/UNION
 HB1711  USGS QUAD   -  ANNA (1978)
 HB1711
 HB1711                         *CURRENT SURVEY CONTROL
 HB1711  ___________________________________________________________________
 HB1711* NAD 83(1997)-  37 28 47.33498(N)    089 14 40.02095(W)     ADJUSTED  
 HB1711* NAVD 88     -                                                        
 HB1711  ___________________________________________________________________
 HB1711  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HB1711  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HB1711
 HB1711  HORZ ORDER  -  THIRD
 HB1711
 HB1711.The horizontal coordinates were established by classical geodetic methods
 HB1711.and adjusted by the National Geodetic Survey in October 1999..
 HB1711
 HB1711
 HB1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1711
 HB1711.The geoid height was determined by GEOID03.
 HB1711
 HB1711;                    North         East     Units Scale Factor Converg.
 HB1711;SPC IL W     -    90,636.571   781,565.466   MT  1.00002310   +0 33 40.3
 HB1711;SPC IL W     -   297,363.48  2,564,186.03   sFT  1.00002310   +0 33 40.3
 HB1711;SPC IL E     -    90,630.079   219,413.523   MT  1.00005496   -0 33 15.9
 HB1711;SPC IL E     -   297,342.18    719,859.20   sFT  1.00005496   -0 33 15.9
 HB1711;UTM  16      - 4,150,467.869   301,546.188   MT  1.00008514   -1 21 58.2
 HB1711
 HB1711                          SUPERSEDED SURVEY CONTROL
 HB1711
 HB1711  NAD 83(1997)-  37 28 47.34237(N)    089 14 40.02220(W) AD(       ) 4
 HB1711  NAD 83(1986)-  37 28 47.34386(N)    089 14 40.02239(W) AD(       ) 4
 HB1711  NAD 27      -  37 28 47.17000(N)    089 14 39.72000(W) AD(       ) 3
 HB1711
 HB1711.Superseded values are not recommended for survey control.
 HB1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1711.See file dsdata.txt to determine how the superseded data were derived.
 HB1711
 HB1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0154650468(NAD 83)
 HB1711_MARKER: 55 = TOWER
 HB1711
 HB1711  HISTORY     - Date     Condition        Report By
 HB1711  HISTORY     - 1930     FIRST OBSERVED   CGS
 HB1711
 HB1711                          STATION DESCRIPTION
 HB1711
 HB1711'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1732 ***********************************************************************
 HB1732  DESIGNATION -  ANNA MUNICIPAL TANK
 HB1732  PID         -  HB1732
 HB1732  STATE/COUNTY-  IL/UNION
 HB1732  USGS QUAD   -  JONESBORO (1996)
 HB1732
 HB1732                         *CURRENT SURVEY CONTROL
 HB1732  ___________________________________________________________________
 HB1732* NAD 83(1997)-  37 27 35.23611(N)    089 15 14.09131(W)     ADJUSTED  
 HB1732* NAVD 88     -                                                        
 HB1732  ___________________________________________________________________
 HB1732  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HB1732  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB1732
 HB1732  HORZ ORDER  -  THIRD
 HB1732
 HB1732.The horizontal coordinates were established by classical geodetic methods
 HB1732.and adjusted by the National Geodetic Survey in October 1999..
 HB1732
 HB1732
 HB1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1732
 HB1732.The geoid height was determined by GEOID03.
 HB1732
 HB1732;                    North         East     Units Scale Factor Converg.
 HB1732;SPC IL W     -    88,405.694   780,749.947   MT  1.00002147   +0 33 18.6
 HB1732;SPC IL W     -   290,044.35  2,561,510.45   sFT  1.00002147   +0 33 18.6
 HB1732;UTM  16      - 4,148,265.531   300,656.061   MT  1.00008951   -1 22 16.7
 HB1732
 HB1732                          SUPERSEDED SURVEY CONTROL
 HB1732
 HB1732  NAD 83(1997)-  37 27 35.24329(N)    089 15 14.09300(W) AD(       ) 4
 HB1732  NAD 83(1986)-  37 27 35.24213(N)    089 15 14.09587(W) AD(       ) 4
 HB1732  NAD 27      -  37 27 35.06525(N)    089 15 13.78911(W) AD(       ) 3
 HB1732
 HB1732.Superseded values are not recommended for survey control.
 HB1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1732.See file dsdata.txt to determine how the superseded data were derived.
 HB1732
 HB1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0065648266(NAD 83)
 HB1732_MARKER: 53 = ELEVATED TANK
 HB1732
 HB1732  HISTORY     - Date     Condition        Report By
 HB1732  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1732
 HB1732                          STATION DESCRIPTION
 HB1732
 HB1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1732'THE STATION IS THE FINIAL AT THE TOP OF THE APEX OF THE WATER TANK.
 HB1732'IT IS LOCATED 15 FEET WEST OF THE CENTERLINE OF THE ALLEY
 HB1732'BETWEEN WEST HIGH STREET AND WEST SPRING STREET AND 1/2 BLOCK SOUTH
 HB1732'OF SOUTH GREEN STREET. IT IS ABOUT 100 FEET HIGH, SILVER COLORED
 HB1732'AND SUPPORTED BY A FOUR LEGGED, SKELETON TYPE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1733 ***********************************************************************
 HB1733  DESIGNATION -  ANNA RADIO STATION WRAJ MAST
 HB1733  PID         -  HB1733
 HB1733  STATE/COUNTY-  IL/UNION
 HB1733  USGS QUAD   -  JONESBORO (1996)
 HB1733
 HB1733                         *CURRENT SURVEY CONTROL
 HB1733  ___________________________________________________________________
 HB1733* NAD 83(1997)-  37 27 09.65319(N)    089 15 01.69367(W)     ADJUSTED  
 HB1733* NAVD 88     -                                                        
 HB1733  ___________________________________________________________________
 HB1733  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 HB1733  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HB1733
 HB1733  HORZ ORDER  -  THIRD
 HB1733
 HB1733.The horizontal coordinates were established by classical geodetic methods
 HB1733.and adjusted by the National Geodetic Survey in October 1999..
 HB1733
 HB1733
 HB1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1733
 HB1733.The geoid height was determined by GEOID03.
 HB1733
 HB1733;                    North         East     Units Scale Factor Converg.
 HB1733;SPC IL W     -    87,619.963   781,062.292   MT  1.00002209   +0 33 25.8
 HB1733;SPC IL W     -   287,466.50  2,562,535.20   sFT  1.00002209   +0 33 25.8
 HB1733;UTM  16      - 4,147,469.692   300,941.836   MT  1.00008811   -1 22 08.3
 HB1733
 HB1733                          SUPERSEDED SURVEY CONTROL
 HB1733
 HB1733  NAD 83(1997)-  37 27 09.66023(N)    089 15 01.69530(W) AD(       ) 4
 HB1733  NAD 83(1986)-  37 27 09.65926(N)    089 15 01.69824(W) AD(       ) 4
 HB1733  NAD 27      -  37 27 09.48240(N)    089 15 01.39234(W) AD(       ) 3
 HB1733
 HB1733.Superseded values are not recommended for survey control.
 HB1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1733.See file dsdata.txt to determine how the superseded data were derived.
 HB1733
 HB1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0094247470(NAD 83)
 HB1733_MARKER: 42 = RADIO/TV MAST
 HB1733
 HB1733  HISTORY     - Date     Condition        Report By
 HB1733  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1733
 HB1733                          STATION DESCRIPTION
 HB1733
 HB1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1733'THE STATION IS THE CENTER OF THE TOP OF THE MAST. IT IS LOCATED IN
 HB1733'THE SOUTHWESTERN PART OF ANNA ON TENNESSEE HILL NEAR THE END OF
 HB1733'FREEMAN STREET. IT IS OF UNIFORM CROSS-SECTION, SUPPORTED BY GUY
 HB1733'WIRES, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND IS 201
 HB1733'FEET HIGH. A BLINKING RED LIGHT IS ATTACHED TO THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0598 ***********************************************************************
 LC0598  DESIGNATION -  ANNA RM 1
 LC0598  PID         -  LC0598
 LC0598  STATE/COUNTY-  IL/DE WITT
 LC0598  USGS QUAD   -  BELLFLOWER (1983)
 LC0598
 LC0598                         *CURRENT SURVEY CONTROL
 LC0598  ___________________________________________________________________
 LC0598* NAD 83(1986)-  40 15 27.     (N)    088 37 21.     (W)     SCALED    
 LC0598* NAVD 88     -       219.253  (meters)     719.33   (feet)  ADJUSTED  
 LC0598  ___________________________________________________________________
 LC0598  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LC0598  DYNAMIC HT  -         219.147 (meters)     718.98  (feet)  COMP
 LC0598  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 LC0598
 LC0598  VERT ORDER  -  SECOND    CLASS 0
 LC0598
 LC0598.The horizontal coordinates were scaled from a topographic map and have
 LC0598.an estimated accuracy of +/- 6 seconds.
 LC0598
 LC0598.The orthometric height was determined by differential leveling
 LC0598.and adjusted by the National Geodetic Survey in June 1991..
 LC0598
 LC0598.The geoid height was determined by GEOID03.
 LC0598
 LC0598.The dynamic height is computed by dividing the NAVD 88
 LC0598.geopotential number by the normal gravity value computed on the
 LC0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0598.degrees latitude (g = 980.6199 gals.).
 LC0598
 LC0598.The modeled gravity was interpolated from observed gravity values.
 LC0598
 LC0598;                    North         East    Units  Estimated Accuracy
 LC0598;SPC IL E     -   398,630.      275,400.      MT  (+/- 180 meters Scaled)
 LC0598
 LC0598                          SUPERSEDED SURVEY CONTROL
 LC0598
 LC0598  NGVD 29 (??/??/92)  219.299  (m)          719.48   (f) ADJ UNCH    2 0
 LC0598
 LC0598.Superseded values are not recommended for survey control.
 LC0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0598.See file dsdata.txt to determine how the superseded data were derived.
 LC0598
 LC0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK620576(NAD 83)
 LC0598_MARKER: DR = REFERENCE MARK DISK
 LC0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0598_STAMPING: ANNA NO 1 1959
 LC0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0598+STABILITY: SURFACE MOTION
 LC0598
 LC0598  HISTORY     - Date     Condition        Report By
 LC0598  HISTORY     - 1959     MONUMENTED       CGS
 LC0598  HISTORY     - 20040927 GOOD             ILDT
 LC0598
 LC0598                          STATION DESCRIPTION
 LC0598
 LC0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0598'1.2 MI N FROM FARMER CITY.
 LC0598'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 LC0598'WITH U.S. HIGHWAY 150 IN FARMER CITY, 39 FEET EAST OF THE CENTER
 LC0598'LINE OF THE HIGHWAY, 1 1/2 FEET WEST OF A FENCE, 78 FEET NORTH
 LC0598'OF A 12-INCH LONE ELM TREE, 106 FEET SOUTH OF THE SOUTH END OF
 LC0598'THE EAST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 56.5 FEET
 LC0598'SOUTH OF TRIANGULATION STATION ANNA, 56.2 FEET SOUTH OF A METAL
 LC0598'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 LC0598'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0598
 LC0598                          STATION RECOVERY (2004)
 LC0598
 LC0598'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0598'LOCATION OF ANNA RM 1 HAS BEEN REPLACED WITH NEW RM3 SET 1978.  TIES
 LC0598'FOR RM1 ARE GOOD FOR RM3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0596 ***********************************************************************
 LC0596  DESIGNATION -  ANNA RM 2
 LC0596  PID         -  LC0596
 LC0596  STATE/COUNTY-  IL/DE WITT
 LC0596  USGS QUAD   -  BELLFLOWER (1983)
 LC0596
 LC0596                         *CURRENT SURVEY CONTROL
 LC0596  ___________________________________________________________________
 LC0596* NAD 83(1986)-  40 15 27.     (N)    088 37 21.     (W)     SCALED    
 LC0596* NAVD 88     -       219.513  (meters)     720.19   (feet)  ADJUSTED  
 LC0596  ___________________________________________________________________
 LC0596  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LC0596  DYNAMIC HT  -         219.407 (meters)     719.84  (feet)  COMP
 LC0596  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 LC0596
 LC0596  VERT ORDER  -  SECOND    CLASS 0
 LC0596
 LC0596.The horizontal coordinates were scaled from a topographic map and have
 LC0596.an estimated accuracy of +/- 6 seconds.
 LC0596
 LC0596.The orthometric height was determined by differential leveling
 LC0596.and adjusted by the National Geodetic Survey in June 1991..
 LC0596
 LC0596.The geoid height was determined by GEOID03.
 LC0596
 LC0596.The dynamic height is computed by dividing the NAVD 88
 LC0596.geopotential number by the normal gravity value computed on the
 LC0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0596.degrees latitude (g = 980.6199 gals.).
 LC0596
 LC0596.The modeled gravity was interpolated from observed gravity values.
 LC0596
 LC0596;                    North         East    Units  Estimated Accuracy
 LC0596;SPC IL E     -   398,630.      275,400.      MT  (+/- 180 meters Scaled)
 LC0596
 LC0596                          SUPERSEDED SURVEY CONTROL
 LC0596
 LC0596  NGVD 29 (??/??/92)  219.559  (m)          720.34   (f) ADJ UNCH    2 0
 LC0596
 LC0596.Superseded values are not recommended for survey control.
 LC0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0596.See file dsdata.txt to determine how the superseded data were derived.
 LC0596
 LC0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK620576(NAD 83)
 LC0596_MARKER: DR = REFERENCE MARK DISK
 LC0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0596_SP_SET: CULVERT
 LC0596_STAMPING: ANNA NO 2 1959
 LC0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0596
 LC0596  HISTORY     - Date     Condition        Report By
 LC0596  HISTORY     - 1959     MONUMENTED       CGS
 LC0596  HISTORY     - 20040927 MARK NOT FOUND   ILDT
 LC0596
 LC0596                          STATION DESCRIPTION
 LC0596
 LC0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0596'1.2 MI N FROM FARMER CITY.
 LC0596'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 LC0596'WITH U.S. HIGHWAY 150 IN FARMER CITY, SET IN THE TOP OF THE
 LC0596'NORTH END OF THE EAST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT,
 LC0596'21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 56.3 FEET
 LC0596'NORTH-NORTHWEST OF TRIANGULATION STATION ANNA, 58.0 FEET
 LC0596'NORTH-NORTHWEST OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE
 LC0596'HIGHWAY.
 LC0596
 LC0596                          STATION RECOVERY (2004)
 LC0596
 LC0596'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0596'BRASS STEM ON TOP OF EAST HEADWALL FOUND, DISK GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1712 ***********************************************************************
 HB1712  DESIGNATION -  ANNA STATE HOSPITAL STACK
 HB1712  PID         -  HB1712
 HB1712  STATE/COUNTY-  IL/UNION
 HB1712  USGS QUAD   -  ANNA (1978)
 HB1712
 HB1712                         *CURRENT SURVEY CONTROL
 HB1712  ___________________________________________________________________
 HB1712* NAD 83(1997)-  37 28 39.03760(N)    089 14 30.57517(W)     ADJUSTED  
 HB1712* NAVD 88     -                                                        
 HB1712  ___________________________________________________________________
 HB1712  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 HB1712  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HB1712
 HB1712  HORZ ORDER  -  THIRD
 HB1712
 HB1712.The horizontal coordinates were established by classical geodetic methods
 HB1712.and adjusted by the National Geodetic Survey in October 1999..
 HB1712
 HB1712
 HB1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1712
 HB1712.The geoid height was determined by GEOID03.
 HB1712
 HB1712;                    North         East     Units Scale Factor Converg.
 HB1712;SPC IL W     -    90,383.049   781,800.048   MT  1.00002357   +0 33 45.9
 HB1712;SPC IL W     -   296,531.72  2,564,955.66   sFT  1.00002357   +0 33 45.9
 HB1712;SPC IL E     -    90,372.029   219,643.133   MT  1.00005451   -0 33 10.1
 HB1712;SPC IL E     -   296,495.57    720,612.51   sFT  1.00005451   -0 33 10.1
 HB1712;UTM  16      - 4,150,206.585   301,772.125   MT  1.00008404   -1 21 52.1
 HB1712
 HB1712                          SUPERSEDED SURVEY CONTROL
 HB1712
 HB1712  NAD 83(1997)-  37 28 39.04500(N)    089 14 30.57646(W) AD(       ) 4
 HB1712  NAD 83(1986)-  37 28 39.04684(N)    089 14 30.57714(W) AD(       ) 4
 HB1712  NAD 27      -  37 28 38.87000(N)    089 14 30.27000(W) AD(       ) 3
 HB1712
 HB1712.Superseded values are not recommended for survey control.
 HB1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1712.See file dsdata.txt to determine how the superseded data were derived.
 HB1712
 HB1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0177250207(NAD 83)
 HB1712_MARKER: 63 = STACK
 HB1712
 HB1712  HISTORY     - Date     Condition        Report By
 HB1712  HISTORY     - 1930     FIRST OBSERVED   CGS
 HB1712  HISTORY     - 1957     GOOD             CGS
 HB1712
 HB1712                          STATION DESCRIPTION
 HB1712
 HB1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1712'THE STATION IS THE CENTER OF THE TOP OF THE ANNA STATE HOSPITAL POWER
 HB1712'PLANT, STACK LOCATED NEAR THE NORTHEAST CORNER OF THE HOSPITAL
 HB1712'GROUNDS. IT IS A RED BRICK STACK ABOUT 175 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1713 ***********************************************************************
 HB1713  DESIGNATION -  ANNA STATE HOSPITAL WATER TANK
 HB1713  PID         -  HB1713
 HB1713  STATE/COUNTY-  IL/UNION
 HB1713  USGS QUAD   -  ANNA (1978)
 HB1713
 HB1713                         *CURRENT SURVEY CONTROL
 HB1713  ___________________________________________________________________
 HB1713* NAD 83(1997)-  37 28 35.70887(N)    089 14 27.97682(W)     ADJUSTED  
 HB1713* NAVD 88     -                                                        
 HB1713  ___________________________________________________________________
 HB1713  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HB1713  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 HB1713
 HB1713  HORZ ORDER  -  THIRD
 HB1713
 HB1713.The horizontal coordinates were established by classical geodetic methods
 HB1713.and adjusted by the National Geodetic Survey in October 1999..
 HB1713
 HB1713
 HB1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1713
 HB1713.The geoid height was determined by GEOID03.
 HB1713
 HB1713;                    North         East     Units Scale Factor Converg.
 HB1713;SPC IL W     -    90,281.055   781,864.897   MT  1.00002370   +0 33 47.4
 HB1713;SPC IL W     -   296,197.09  2,565,168.42   sFT  1.00002370   +0 33 47.4
 HB1713;UTM  16      - 4,150,102.462   301,833.511   MT  1.00008374   -1 21 50.5
 HB1713
 HB1713                          SUPERSEDED SURVEY CONTROL
 HB1713
 HB1713  NAD 83(1997)-  37 28 35.71622(N)    089 14 27.97830(W) AD(       ) 4
 HB1713  NAD 83(1986)-  37 28 35.71515(N)    089 14 27.98136(W) AD(       ) 4
 HB1713  NAD 27      -  37 28 35.53845(N)    089 14 27.67705(W) AD(       ) 3
 HB1713
 HB1713.Superseded values are not recommended for survey control.
 HB1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1713.See file dsdata.txt to determine how the superseded data were derived.
 HB1713
 HB1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0183450102(NAD 83)
 HB1713_MARKER: 51 = TANK
 HB1713
 HB1713  HISTORY     - Date     Condition        Report By
 HB1713  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1713
 HB1713                          STATION DESCRIPTION
 HB1713
 HB1713'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1040 ***********************************************************************
 MF1040  DESIGNATION -  ANNAWAN
 MF1040  PID         -  MF1040
 MF1040  STATE/COUNTY-  IL/HENRY
 MF1040  USGS QUAD   -  ANNAWAN (1983)
 MF1040
 MF1040                         *CURRENT SURVEY CONTROL
 MF1040  ___________________________________________________________________
 MF1040* NAD 83(1997)-  41 24 04.85682(N)    089 54 18.40940(W)     ADJUSTED  
 MF1040* NAVD 88     -       191.299  (meters)     627.62   (feet)  ADJUSTED  
 MF1040  ___________________________________________________________________
 MF1040  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MF1040  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1040  DYNAMIC HT  -         191.222 (meters)     627.37  (feet)  COMP
 MF1040  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 MF1040
 MF1040  HORZ ORDER  -  SECOND
 MF1040  VERT ORDER  -  SECOND    CLASS 0
 MF1040
 MF1040.The horizontal coordinates were established by classical geodetic methods
 MF1040.and adjusted by the National Geodetic Survey in October 1999..
 MF1040
 MF1040.The orthometric height was determined by differential leveling
 MF1040.and adjusted by the National Geodetic Survey in June 1991..
 MF1040
 MF1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1040
 MF1040.The geoid height was determined by GEOID03.
 MF1040
 MF1040.The dynamic height is computed by dividing the NAVD 88
 MF1040.geopotential number by the normal gravity value computed on the
 MF1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1040.degrees latitude (g = 980.6199 gals.).
 MF1040
 MF1040.The modeled gravity was interpolated from observed gravity values.
 MF1040
 MF1040;                    North         East     Units Scale Factor Converg.
 MF1040;SPC IL W     -   525,628.863   721,870.501   MT  0.99994706   +0 10 22.7
 MF1040;SPC IL W     - 1,724,500.69  2,368,336.80   sFT  0.99994706   +0 10 22.7
 MF1040;UTM  16      - 4,587,385.654   257,150.337   MT  1.00032586   -1 55 19.8
 MF1040
 MF1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1040!SPC IL W     -   0.99997517  x   0.99994706  =   0.99992223
 MF1040!UTM  16      -   0.99997517  x   1.00032586  =   1.00030102
 MF1040
 MF1040:                Primary Azimuth Mark                     Grid Az
 MF1040:SPC IL W     -  ANNAWAN AZ MK                            001 30 38.6
 MF1040:UTM  16      -  ANNAWAN AZ MK                            003 36 21.1
 MF1040
 MF1040|---------------------------------------------------------------------|
 MF1040| PID    Reference Object                     Distance      Geod. Az  |
 MF1040|                                                           dddmmss.s |
 MF1040| CI6636 ANNAWAN AZ MK                                      0014101.3 |
 MF1040| CI6639 ANNAWAN RM 4                                       0035604.3 |
 MF1040| MF1041 ANNAWAN RM 1                         26.022 METERS 14514     |
 MF1040| MF1711 ANNAWAN MUNICIPAL TANK              283.715 METERS 21541     |
 MF1040| MF1039 ANNAWAN RM 2                         33.647 METERS 26134     |
 MF1040| MF1042 ANNAWAN RM 3                         38.115 METERS 33259     |
 MF1040|---------------------------------------------------------------------|
 MF1040
 MF1040                          SUPERSEDED SURVEY CONTROL
 MF1040
 MF1040  NAD 83(1997)-  41 24 04.85788(N)    089 54 18.40888(W) AD(       ) 2
 MF1040  NAD 83(1986)-  41 24 04.86338(N)    089 54 18.42098(W) AD(       ) 2
 MF1040  NAD 27      -  41 24 04.73260(N)    089 54 18.03150(W) AD(       ) 2
 MF1040  NGVD 29 (??/??/92)  191.367  (m)          627.84   (f) ADJ UNCH    2 0
 MF1040
 MF1040.Superseded values are not recommended for survey control.
 MF1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1040.See file dsdata.txt to determine how the superseded data were derived.
 MF1040
 MF1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5715087386(NAD 83)
 MF1040_MARKER: DS = TRIANGULATION STATION DISK
 MF1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1040_STAMPING: ANNAWAN 1959
 MF1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1040+STABILITY: SURFACE MOTION
 MF1040
 MF1040  HISTORY     - Date     Condition        Report By
 MF1040  HISTORY     - 1959     MONUMENTED       CGS
 MF1040  HISTORY     - 1973     GOOD             NGS
 MF1040  HISTORY     - 1973     GOOD             NGS
 MF1040  HISTORY     - 19960808 GOOD             USPSQD
 MF1040  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MF1040
 MF1040                          STATION DESCRIPTION
 MF1040
 MF1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1040'THE STATION IS LOCATED AT THE NORTH CENTRAL EDGE OF THE ANNAWAN
 MF1040'TOWN LIMITS.
 MF1040'
 MF1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 MF1040'AND STATE HIGHWAY 78 IN ANNAWAN, GO NORTH ON STATE HIGHWAY
 MF1040'78 FOR 0.3 MILE TO A LANE LEADING LEFT AND THE STATION ON THE
 MF1040'LEFT.
 MF1040'
 MF1040'STATION MARK, A STANDARD DISK STAMPED ANNAWAN 1959, IS SET
 MF1040'IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MF1040'THE MARK IS 76 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 MF1040'78, 31 FEET WEST OF A FENCE CORNER, 11 FEET NORTH OF THE
 MF1040'APPROXIMATE CENTER OF THE LANE AND 2.5 FEET EAST OF A WITNESS
 MF1040'POST.
 MF1040'
 MF1040'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED ANNAWAN NO.
 MF1040'1 1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MF1040'4 INCHES.  THE MARK IS 27.5 FEET WEST OF THE CENTER LINE
 MF1040'OF STATE HIGHWAY 78, 59 FEET SOUTH OF THE APPROXIMATE CENTER
 MF1040'OF THE LANE AND 3.6 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE.
 MF1040'
 MF1040'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED ANNAWAN NO. 2
 MF1040'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MF1040'3 INCHES.  THE MARK IS 9 FEET SOUTH OF THE APPROXIMATE CENTER
 MF1040'OF THE LANE AND 1.5 FEET NORTHEAST OF A FENCE CORNER.
 MF1040'
 MF1040'AZIMUTH MARK, A STANDARD DISK STAMPED ANNAWAN 1959, IS SET
 MF1040'IN A DRILL HOLE IN THE TOP OF THE SECOND POST ON THE SOUTHEAST
 MF1040'SIDE OF THE BRIDGE OVER A CANAL.  THE MARK IS 50 FEET NORTH
 MF1040'OF THE SOUTH END OF THE BRIDGE AND 13 FEET EAST OF THE CENTER
 MF1040'LINE OF STATE HIGHWAY 78.
 MF1040'
 MF1040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 MF1040'STATE HIGHWAY 78 FOR 0.3 MILE TO THE BRIDGE OVER THE CANAL
 MF1040'AND THE AZIMUTH MARK ON THE RIGHT.
 MF1040
 MF1040                          STATION RECOVERY (1973)
 MF1040
 MF1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (FKS)
 MF1040'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 MF1040'IS OBSTRUCTED BY A ROAD OVERPASS AND A NEW ONE WAS ESTABLISHED.
 MF1040'REFERENCE MARK 1 WAS IN THE WAY OF ROAD WORK AND WAS DESTROYED.
 MF1040'REFERENCE MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO THE
 MF1040'REFERENCE MARKS CHECKED.  THE 1959 AZIMUTH MARK WAS LEFT
 MF1040'INTACT.  A NEW DESCRIPTION FOLLOWS--
 MF1040'
 MF1040'THE STATION IS LOCATED AT THE NORTH EDGE OF ANNAWAN, 174
 MF1040'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GISH STANDARD
 MF1040'SERVICE STATION, 76 FEET WEST OF THE CENTERLINE OF STATE
 MF1040'HIGHWAY 78, 2.5 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 MF1040'WEST OF A METAL WITNESS POST, 11 FEET NORTH OF THE CENTERLINE
 MF1040'OF ALLEY AND 11 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST.
 MF1040'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ANNAWAN
 MF1040'1959.
 MF1040'
 MF1040'REFERENCE MARK 2 IS 120 FEET WEST OF THE RIGHT-OF-WAY POST, 185
 MF1040'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF
 MF1040'A METAL WITNESS POST AND 1 FOOT SOUTH OF A METAL WITNESS
 MF1040'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 MF1040'ANNAWAN NO 2 1959.
 MF1040'
 MF1040'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ANNAWAN 1959 NO
 MF1040'3 1973 SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 MF1040'SLAB OF TIRE RACKS, 134 FEET WEST OF THE CENTERLINE OF THE
 MF1040'HIGHWAY, 51 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION,
 MF1040'1 FOOT NORTH OF THE SOUTH EDGE OF THE SLAB AND 1 FOOT WEST OF
 MF1040'THE EAST EDGE OF THE SLAB.
 MF1040'
 MF1040'REFERENCE MARK 4 (1973 AZI MK) IS 0.25 MILE NORTH ALONG THE
 MF1040'HIGHWAY FROM THE STATION, A STANDARD DISK STAMPED ANNAWAN
 MF1040'1959 NO 4 1973, SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 MF1040'CONCRETE GUARD RAIL OF THE OVERPASS OF HIGHWAY 78 OF INTERSTATE
 MF1040'HIGHWAY 80, ABOUT 3 FEET ABOVE THE LEVEL OF THE OVERPASS AND
 MF1040'19 FEET EAST OF THE CENTERLINE OF HIGHWAY 78.
 MF1040'
 MF1040'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1040'
 MF1040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ANNAWAN
 MF1040
 MF1040                          STATION RECOVERY (1973)
 MF1040
 MF1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MF1040'AT ANNAWAN.
 MF1040'0.25 MILE SOUTH ALONG STATE HIGHWAY 78 FROM ITS JUNCTION WITH
 MF1040'INTERSTATE HIGHWAY 80 AT THE NORTH EDGE OF ANNAWAN, 174 FEET
 MF1040'SOUTHEAST OF THE SOUTHEAST CORNER OF THE GISH STANDARD SERVICE
 MF1040'STATION, 76 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET
 MF1040'EAST OF A METAL WITNESS POST, 1 FOOT WEST OF A METAL WITNESS
 MF1040'POST, 11 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST, 11 FEET NORTH
 MF1040'OF THE CENTERLINE OF AN ALLEY AND SET IN THE TOP OF A SQUARE
 MF1040'CONCRETE POST PROJECTING 4 INCHES.
 MF1040
 MF1040                          STATION RECOVERY (1996)
 MF1040
 MF1040'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1040'RECOVERED IN GOOD CONDITION.
 MF1040
 MF1040                          STATION RECOVERY (2004)
 MF1040
 MF1040'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1711 ***********************************************************************
 MF1711  DESIGNATION -  ANNAWAN MUNICIPAL TANK
 MF1711  PID         -  MF1711
 MF1711  STATE/COUNTY-  IL/HENRY
 MF1711  USGS QUAD   -  ANNAWAN (1983)
 MF1711
 MF1711                         *CURRENT SURVEY CONTROL
 MF1711  ___________________________________________________________________
 MF1711* NAD 83(1997)-  41 23 57.38737(N)    089 54 25.53453(W)     ADJUSTED  
 MF1711* NAVD 88     -                                                        
 MF1711  ___________________________________________________________________
 MF1711  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MF1711  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1711
 MF1711  HORZ ORDER  -  THIRD
 MF1711
 MF1711.The horizontal coordinates were established by classical geodetic methods
 MF1711.and adjusted by the National Geodetic Survey in October 1999..
 MF1711
 MF1711
 MF1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1711
 MF1711.The geoid height was determined by GEOID03.
 MF1711
 MF1711;                    North         East     Units Scale Factor Converg.
 MF1711;SPC IL W     -   525,397.943   721,705.694   MT  0.99994697   +0 10 18.0
 MF1711;SPC IL W     - 1,723,743.08  2,367,796.10   sFT  0.99994697   +0 10 18.0
 MF1711;UTM  16      - 4,587,160.828   256,977.133   MT  1.00032689   -1 55 24.3
 MF1711
 MF1711                          SUPERSEDED SURVEY CONTROL
 MF1711
 MF1711  NAD 83(1997)-  41 23 57.38875(N)    089 54 25.53367(W) AD(       ) 4
 MF1711  NAD 83(1986)-  41 23 57.39409(N)    089 54 25.54595(W) AD(       ) 4
 MF1711  NAD 27      -  41 23 57.26300(N)    089 54 25.15700(W) AD(       ) 3
 MF1711
 MF1711.Superseded values are not recommended for survey control.
 MF1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1711.See file dsdata.txt to determine how the superseded data were derived.
 MF1711
 MF1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5697787161(NAD 83)
 MF1711_MARKER: 53 = ELEVATED TANK
 MF1711
 MF1711  HISTORY     - Date     Condition        Report By
 MF1711  HISTORY     - 1958     FIRST OBSERVED   CGS
 MF1711  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 MF1711  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MF1711  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MF1711
 MF1711                          STATION DESCRIPTION
 MF1711
 MF1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MF1711'THE STATION IS LOCATED ON W. SOUTH AVE. BETWEEN N. DEPOT
 MF1711'STREET AND N. MAIN STREET IN ANNAWAN.
 MF1711'
 MF1711'POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK.  THE
 MF1711'TANK IS A SILVER TANK SET ON TOP OF 4 BLACK STEEL LEGS.  THERE
 MF1711'IS A LARGE BLACK CENTER PIPE FROM THE GROUND TO THE BOTTOM
 MF1711'OF THE TANK.  THE TANK IS ABOUT 100 FEET HIGH.
 MF1711
 MF1711                          STATION RECOVERY (1996)
 MF1711
 MF1711'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1711'MARK NOT FOUND.
 MF1711
 MF1711                          STATION RECOVERY (2001)
 MF1711
 MF1711'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1711'TANK AT THIS LOCATION NOT AS DESCRIBED. DESCRIBED TANK REPLACED.
 MF1711
 MF1711                          STATION RECOVERY (2004)
 MF1711
 MF1711'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1711'DESCRIBED TANK REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8942 ***********************************************************************
 DH8942  DESIGNATION -  ANNAWAN RESET
 DH8942  PID         -  DH8942
 DH8942  STATE/COUNTY-  IL/HENRY
 DH8942  USGS QUAD   -  ANNAWAN (1983)
 DH8942
 DH8942                         *CURRENT SURVEY CONTROL
 DH8942  ___________________________________________________________________
 DH8942* NAD 83(1986)-  41 24 04.     (N)    089 54 18.     (W)     SCALED    
 DH8942* NAVD 88     -       191.09   (meters)     626.9    (feet)  RESET     
 DH8942  ___________________________________________________________________
 DH8942  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DH8942
 DH8942  VERT ORDER  -  THIRD
 DH8942
 DH8942.The horizontal coordinates were scaled from a topographic map and have
 DH8942.an estimated accuracy of +/- 6 seconds.
 DH8942
 DH8942.The orthometric height was computed from unverified reset data.
 DH8942.No vertical observational check was made to the station.
 DH8942
 DH8942.The geoid height was determined by GEOID03.
 DH8942
 DH8942;                    North         East    Units  Estimated Accuracy
 DH8942;SPC IL W     -   525,600.      721,880.      MT  (+/- 180 meters Scaled)
 DH8942
 DH8942                          SUPERSEDED SURVEY CONTROL
 DH8942
 DH8942.No superseded survey control is available for this station.
 DH8942
 DH8942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL571873(NAD 83)
 DH8942_MARKER: DV = VERTICAL CONTROL DISK
 DH8942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8942_STAMPING: ANNAWAN RESET 2003
 DH8942_MARK LOGO: NGS   
 DH8942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8942+STABILITY: SURFACE MOTION
 DH8942
 DH8942  HISTORY     - Date     Condition        Report By
 DH8942  HISTORY     - 2003     MONUMENTED       LOCSUR
 DH8942
 DH8942                          STATION DESCRIPTION
 DH8942
 DH8942'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (CD)
 DH8942'TO REACH THIS MONUMENT FROM THE JUNCTION OF INTERSTATE 80 AND IL 78 AT
 DH8942'THE NORTH EDGE OF ANNAWAN.  GO SOUTH 0.25 MILES (0.40 KM) ALONG IL 78
 DH8942'FROM THE JUNCTION OF INTERSTATE 80 AND IL 78, THE MONUMENT IS LOCATED
 DH8942'IN THE NORTH WEST QUADRANT OF IL 78 AND AN EAST-WEST CONCRETE STREET
 DH8942'ON THE WEST SIDE OF IL 78, 33.6 FEET (10.2 M) NORTH OF THE CENTERLINE
 DH8942'OF THE CONCRETE EAST-WEST STREET, 52.2 FEET (15.9 M) WEST OF THE
 DH8942'CENTERLINE OF IL 78, 4.5 FEET (1.4 M) EAST OF A POWER POLE.  THE
 DH8942'MONUMENT IS A STANDARD BRASS DISK STAMPED ANNAWAN RESET 2003 SET IN
 DH8942'CONCRETE FLUSH TO THE EXISTING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1039 ***********************************************************************
 MF1039  DESIGNATION -  ANNAWAN RM 2
 MF1039  PID         -  MF1039
 MF1039  STATE/COUNTY-  IL/HENRY
 MF1039  USGS QUAD   -  ANNAWAN (1983)
 MF1039
 MF1039                         *CURRENT SURVEY CONTROL
 MF1039  ___________________________________________________________________
 MF1039* NAD 83(1986)-  41 24 04.     (N)    089 54 18.     (W)     SCALED    
 MF1039* NAVD 88     -       190.985  (meters)     626.59   (feet)  ADJUSTED  
 MF1039  ___________________________________________________________________
 MF1039  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1039  DYNAMIC HT  -         190.909 (meters)     626.34  (feet)  COMP
 MF1039  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 MF1039
 MF1039  VERT ORDER  -  SECOND    CLASS 0
 MF1039
 MF1039.The horizontal coordinates were scaled from a topographic map and have
 MF1039.an estimated accuracy of +/- 6 seconds.
 MF1039
 MF1039.The orthometric height was determined by differential leveling
 MF1039.and adjusted by the National Geodetic Survey in June 1991..
 MF1039
 MF1039.The geoid height was determined by GEOID03.
 MF1039
 MF1039.The dynamic height is computed by dividing the NAVD 88
 MF1039.geopotential number by the normal gravity value computed on the
 MF1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1039.degrees latitude (g = 980.6199 gals.).
 MF1039
 MF1039.The modeled gravity was interpolated from observed gravity values.
 MF1039
 MF1039;                    North         East    Units  Estimated Accuracy
 MF1039;SPC IL W     -   525,600.      721,880.      MT  (+/- 180 meters Scaled)
 MF1039
 MF1039                          SUPERSEDED SURVEY CONTROL
 MF1039
 MF1039  NGVD 29 (??/??/92)  191.053  (m)          626.81   (f) ADJ UNCH    2 0
 MF1039
 MF1039.Superseded values are not recommended for survey control.
 MF1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1039.See file dsdata.txt to determine how the superseded data were derived.
 MF1039
 MF1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL571873(NAD 83)
 MF1039_MARKER: DR = REFERENCE MARK DISK
 MF1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1039_STAMPING: ANNAWAN NO 2 1959
 MF1039_MARK LOGO: CGS   
 MF1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1039+STABILITY: SURFACE MOTION
 MF1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1039+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MF1039
 MF1039  HISTORY     - Date     Condition        Report By
 MF1039  HISTORY     - 1959     MONUMENTED       CGS
 MF1039  HISTORY     - 1973     GOOD             NGS
 MF1039  HISTORY     - 19960808 GOOD             USPSQD
 MF1039  HISTORY     - 20010919 GOOD             USPSQD
 MF1039  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MF1039
 MF1039                          STATION DESCRIPTION
 MF1039
 MF1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MF1039'AT ANNAWAN.
 MF1039'0.25 MILE SOUTH ALONG STATE HIGHWAY 78 FROM ITS JUNCTION WITH
 MF1039'INTERSTATE HIGHWAY 80 AT THE NORTH EDGE OF ANNAWAN, 120 FEET WEST
 MF1039'OF A CONCRETE RIGHT-OF-WAY POST, 185 FEET WEST OF THE CENTERLINE
 MF1039'OF HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT SOUTH
 MF1039'OF A METAL WITNESS POST AND SET IN THE TOP OF A SQUARE CONCRETE
 MF1039'POST PROJECTING ABOUT 3 INCHES.
 MF1039
 MF1039                          STATION RECOVERY (1996)
 MF1039
 MF1039'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1039'RECOVERED IN GOOD CONDITION.
 MF1039
 MF1039                          STATION RECOVERY (2001)
 MF1039
 MF1039'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1039'RECOVERED IN GOOD CONDITION.
 MF1039
 MF1039                          STATION RECOVERY (2004)
 MF1039
 MF1039'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1042 ***********************************************************************
 MF1042  DESIGNATION -  ANNAWAN RM 3
 MF1042  PID         -  MF1042
 MF1042  STATE/COUNTY-  IL/HENRY
 MF1042  USGS QUAD   -  ANNAWAN (1983)
 MF1042
 MF1042                         *CURRENT SURVEY CONTROL
 MF1042  ___________________________________________________________________
 MF1042* NAD 83(1986)-  41 24 04.     (N)    089 54 18.     (W)     SCALED    
 MF1042* NAVD 88     -       191.45   (meters)     628.1    (feet)  RESET     
 MF1042  ___________________________________________________________________
 MF1042  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1042
 MF1042  VERT ORDER  -  THIRD
 MF1042
 MF1042.The horizontal coordinates were scaled from a topographic map and have
 MF1042.an estimated accuracy of +/- 6 seconds.
 MF1042
 MF1042.The orthometric height was computed from unverified reset data.
 MF1042
 MF1042.The geoid height was determined by GEOID03.
 MF1042
 MF1042;                    North         East    Units  Estimated Accuracy
 MF1042;SPC IL W     -   525,600.      721,880.      MT  (+/- 180 meters Scaled)
 MF1042
 MF1042                          SUPERSEDED SURVEY CONTROL
 MF1042
 MF1042.No superseded survey control is available for this station.
 MF1042
 MF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL571873(NAD 83)
 MF1042_MARKER: DR = REFERENCE MARK DISK
 MF1042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1042_SP_SET: CONCRETE SLAB
 MF1042_STAMPING: ANNAWAN 1959 NO 3 1973
 MF1042_MARK LOGO: NGS   
 MF1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1042
 MF1042  HISTORY     - Date     Condition        Report By
 MF1042  HISTORY     - 1973     MONUMENTED       NGS
 MF1042
 MF1042                          STATION DESCRIPTION
 MF1042
 MF1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MF1042'AT ANNAWAN.
 MF1042'0.25 MILES SOUTH ALONG STATE HIGHWAY 78 FROM ITS JUNCTION WITH
 MF1042'INTERSTATE HIGHWAY 80 AT THE NORTH EDGE OF ANNAWAN, A STANDARD
 MF1042'DISK SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 MF1042'SLAB OF TIRE RACKS, 134 FEET WEST OF THE CENTERLINE OF THE
 MF1042'HIGHWAY, 51 FEET SOUTH OF THE SOUTHEAST CORNER OF THE GISH
 MF1042'STANDARD SERVICE STATION, 1 FOOT NORTH OF THE SOUTH EDGE OF THE
 MF1042'SLAB AND 1 FOOT WEST OF THE EAST EDGE OF THE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0249 ***********************************************************************
 JB0249  CBN         -  This is a Cooperative Base Network Control Station.
 JB0249  DESIGNATION -  ANTIOCH
 JB0249  PID         -  JB0249
 JB0249  STATE/COUNTY-  IL/WAYNE
 JB0249  USGS QUAD   -  GOLDEN GATE (1971)
 JB0249
 JB0249                         *CURRENT SURVEY CONTROL
 JB0249  ___________________________________________________________________
 JB0249* NAD 83(1997)-  38 16 04.88954(N)    088 14 02.45436(W)     ADJUSTED  
 JB0249* NAVD 88     -       153.883  (meters)     504.86   (feet)  ADJUSTED  
 JB0249  ___________________________________________________________________
 JB0249  X           -     154,523.078 (meters)                     COMP
 JB0249  Y           -  -5,011,773.523 (meters)                     COMP
 JB0249  Z           -   3,928,921.087 (meters)                     COMP
 JB0249  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JB0249  ELLIP HEIGHT-         123.25  (meters)          (10/15/04) GPS OBS
 JB0249  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB0249  DYNAMIC HT  -         153.785 (meters)     504.54  (feet)  COMP
 JB0249  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JB0249
 JB0249  HORZ ORDER  -  B
 JB0249  VERT ORDER  -  SECOND    CLASS 0
 JB0249  ELLP ORDER  -  FOURTH    CLASS II
 JB0249
 JB0249.The horizontal coordinates were established by GPS observations
 JB0249.and adjusted by the National Geodetic Survey in July 1998..
 JB0249
 JB0249.The orthometric height was determined by differential leveling
 JB0249.and adjusted by the National Geodetic Survey in June 1991..
 JB0249
 JB0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0249
 JB0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0249
 JB0249.The ellipsoidal height was determined by GPS observations
 JB0249.and is referenced to NAD 83.
 JB0249
 JB0249.The geoid height was determined by GEOID03.
 JB0249
 JB0249.The dynamic height is computed by dividing the NAVD 88
 JB0249.geopotential number by the normal gravity value computed on the
 JB0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0249.degrees latitude (g = 980.6199 gals.).
 JB0249
 JB0249.The modeled gravity was interpolated from observed gravity values.
 JB0249
 JB0249;                    North         East     Units Scale Factor Converg.
 JB0249;SPC IL E     -   177,729.271   308,691.304   MT  0.99997593   +0 03 41.4
 JB0249;SPC IL E     -   583,100.12  1,012,764.72   sFT  0.99997593   +0 03 41.4
 JB0249;UTM  16      - 4,236,273.657   392,050.317   MT  0.99974351   -0 45 51.7
 JB0249
 JB0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0249!SPC IL E     -   0.99998066  x   0.99997593  =   0.99995659
 JB0249!UTM  16      -   0.99998066  x   0.99974351  =   0.99972418
 JB0249
 JB0249:                Primary Azimuth Mark                     Grid Az
 JB0249:SPC IL E     -  ANTIOCH AZ MK                            030 47 49.5
 JB0249:UTM  16      -  ANTIOCH AZ MK                            031 37 22.6
 JB0249
 JB0249|---------------------------------------------------------------------|
 JB0249| PID    Reference Object                     Distance      Geod. Az  |
 JB0249|                                                           dddmmss.s |
 JB0249| JB0251 ANTIOCH AZ MK                                      0305130.9 |
 JB0249| JB0250 ANTIOCH RM 1                         28.258 METERS 07448     |
 JB0249| JB0248 ANTIOCH RM 2                         28.893 METERS 15855     |
 JB0249|---------------------------------------------------------------------|
 JB0249
 JB0249                          SUPERSEDED SURVEY CONTROL
 JB0249
 JB0249  ELLIP H (07/17/98)  123.27   (m)                       GP(       ) 4 1
 JB0249  NAD 83(1997)-  38 16 04.90119(N)    088 14 02.45339(W) AD(       ) 1
 JB0249  NAD 83(1986)-  38 16 04.90310(N)    088 14 02.45464(W) AD(       ) 1
 JB0249  NAD 27      -  38 16 04.73246(N)    088 14 02.30445(W) AD(       ) 1
 JB0249  NAVD 88 (07/17/98)  153.88   (m)          504.9    (f) LEVELING    3  
 JB0249  NGVD 29 (??/??/92)  154.007  (m)          505.27   (f) ADJ UNCH    2 0
 JB0249
 JB0249.Superseded values are not recommended for survey control.
 JB0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0249.See file dsdata.txt to determine how the superseded data were derived.
 JB0249
 JB0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9205036274(NAD 83)
 JB0249_MARKER: DS = TRIANGULATION STATION DISK
 JB0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0249_SP_SET: CONCRETE POST
 JB0249_STAMPING: ANTIOCH 1961
 JB0249_MARK LOGO: CGS   
 JB0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0249+STABILITY: SURFACE MOTION
 JB0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0249+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 JB0249
 JB0249  HISTORY     - Date     Condition        Report By
 JB0249  HISTORY     - 1961     MONUMENTED       CGS
 JB0249  HISTORY     - 1961     GOOD             CGS
 JB0249  HISTORY     - 1961     GOOD             CGS
 JB0249  HISTORY     - 1967     GOOD             CGS
 JB0249  HISTORY     - 1972     GOOD             ILDT
 JB0249  HISTORY     - 19901025 GOOD             NGS
 JB0249  HISTORY     - 19970226 GOOD             NGS
 JB0249  HISTORY     - 19990927 GOOD             ILDT
 JB0249  HISTORY     - 20030327 GOOD             ILDT
 JB0249
 JB0249                          STATION DESCRIPTION
 JB0249
 JB0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0249'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF FAIRFIELD, 6.5
 JB0249'MILES EAST-NORTHEAST
 JB0249'OF MILL SHOALS, 1.5 MILES NORTHEAST OF BURNT PRAIRIE,
 JB0249'.75 MILE NORTH OF THE WAYNE-WHITE
 JB0249'COUNTY LINE AND ALONG THE NORTH
 JB0249'SIDE OF THE ANTIOCH CHURCH.
 JB0249'
 JB0249'TO REACH THE STATION FROM THE POST OFFICE IN BURNT PRAIRIE, GO EAST
 JB0249'FOR 1.5 MILES TO A SIDE
 JB0249'ROAD LEFT, TURN LEFT, GO NORTH ON GRAVELED ROAD FOR
 JB0249'0.5 MILE TO A T-ROAD, TURN LEFT,
 JB0249'GO WEST FOR 0.1 MILE TO A SIDE ROAD
 JB0249'RIGHT, TURN RIGHT, GO NORTH FOR 0.8 MILE TO THE
 JB0249'ANTIOCH CHURCH AND
 JB0249'CEMETERY ON THE LEFT AND THE STATION ALONG THE NORTH SIDE OF THE
 JB0249'CHURCH.
 JB0249'
 JB0249'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN TOP OF A
 JB0249'12-INCH SQUARE CONCRETE
 JB0249'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JB0249'GROUND AND STAMPED ANTIOCH 1961.
 JB0249'THE MARK IS 96 FEET NORTH-NORTHWEST
 JB0249'OF THE NORTHEAST CORNER OF CHURCH, 65.5 FEET
 JB0249'WEST-SOUTHWEST OF THE
 JB0249'SOUTHWEST CORNER OF A BUILDING, 10.6 FEET OF A WITNESS POST AND
 JB0249'BETWEEN TWO SMALL OUT HOUSE.
 JB0249'
 JB0249'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN
 JB0249'THE NORTHWEST
 JB0249'CORNER OF A CONCRETE WELL COVER AND IS STAMPED ANTIOCH NO 1
 JB0249'1961.  THE MARK IS 11 FEET
 JB0249'SOUTHWEST OF THE SOUTHEAST CORNER OF A
 JB0249'BUILDING AND 6 FEET NORTHWEST OF A PUMP.
 JB0249'
 JB0249'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB0249'SQUARE CONCRETE POST
 JB0249'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0249'IS STAMPED ANTIOCH NO 2 1961.
 JB0249'THE MARK IS 99.5 FEET SOUTH-SOUTHEAST
 JB0249'OF A WITNESS POST AND 1 FOOT NORTHWEST OF THE
 JB0249'NORTHEAST CORNER OF THE CHURCH.
 JB0249'
 JB0249'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH SQUARE
 JB0249'CONCRETE POST WHICH IS SET
 JB0249'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0249'ANTIOCH 1961.  THE MARK IS 139 FEET
 JB0249'WEST OF THE CENTER OF A DRIVEWAY,
 JB0249'54 FEET EAST OF THE CENTER OF A DRIVEWAY IN TO
 JB0249'PASTURE, 21 FEET SOUTH
 JB0249'OF THE CENTER OF A ROAD, 1.7 FEET NORTHEAST OF A WITNESS POST AND
 JB0249'1 FOOT NORTH OF A FENCE.
 JB0249'
 JB0249'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED ROAD
 JB0249'FOR 0.2 MILE, TURN RIGHT,
 JB0249'GO EAST 0.1 MILE TO THE MARK ON THE RIGHT.
 JB0249'
 JB0249'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 JB0249
 JB0249                          STATION RECOVERY (1961)
 JB0249
 JB0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB0249'THE STATION REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 JB0249'IN GOOD CONDITION.  THE
 JB0249'DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1, 2 AND
 JB0249'THE AZIMUTH MARK CHECKED.
 JB0249'
 JB0249'THE DESCRIPTION AND TO REACH IS ADEQUATE.
 JB0249'
 JB0249'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB0249
 JB0249                          STATION RECOVERY (1961)
 JB0249
 JB0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0249'2.9 MI NE FROM BURNT PRAIRIE.
 JB0249'ABOUT 1.5 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 JB0249'IN BURNT PRAIRIE, THENCE 0.5 MILE NORTH ON GRAVELED ROAD, THENCE
 JB0249'0.1 MILE WEST ON GRAVELED ROAD, THENCE 0.8 MILE NORTH ON GRAVELED
 JB0249'ROAD TO ANTIOCH CHURCH WEST OF ROAD, 107 FEET WEST OF POWER POLE,
 JB0249'97 FEET WEST-SOUTHWEST OF CENTER OF WELL, 89.5 FEET NORTH OF
 JB0249'NORTHWEST CORNER OF CHURCH BUILDING, 65 FEET SOUTHWEST OF
 JB0249'SOUTHWEST CORNER OF RECREATION BUILDING, 10.5 FEET WEST OF A
 JB0249'WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 JB0249'SURFACE OF GROUND.
 JB0249
 JB0249                          STATION RECOVERY (1967)
 JB0249
 JB0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB0249'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 JB0249'THE DISTANCE AND
 JB0249'DIRECTIONS TO ALL MARKS CHECKED WITH THE PREVIOUS OBSERVATIONS.
 JB0249'
 JB0249'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JB0249'
 JB0249'THE STATION IS LOCATED ABOUT 13 MILES WEST OF GRAYSVILLE, 11.5 MILES
 JB0249'NORTHWEST OF
 JB0249'CROSSVILLE, 1.75 MILES NORTHEAST OF BURNT PRAIRIE AND ON
 JB0249'THE GROUNDS OF THE ANTIOCH CHURCH.
 JB0249'
 JB0249'TO REACH THE STATION FROM THE POST OFFICE IN BURNT PRAIRIE, GO NORTH
 JB0249'ON A PAVED ROAD
 JB0249'FOR 0.05 MILE TO A CROSS ROAD.  TURN RIGHT AND GO
 JB0249'EAST ON A PAVED ROAD FOR 1.45
 JB0249'MILES TO A SIDE ROAD LEFT.  TURN LEFT
 JB0249'AND GO NORTH ON A PAVED ROAD FOR 0.5 MILE TO A T
 JB0249'ROAD.  TURN LEFT AND
 JB0249'GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN
 JB0249'RIGHT AND GO
 JB0249'NORTH ON A GRAVELED ROAD FOR 0.75 MILE TO THE ANTIOCH
 JB0249'CHURCH AND THE STATION ON THE LEFT.
 JB0249'
 JB0249'STATION MARK, A STANDARD DISK STAMPED ANTIOCH 1961 IS SET IN THE TOP
 JB0249'OF A SQUARE
 JB0249'CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 JB0249'SURFACE.  IT IS 96 FEET NORTH
 JB0249'OF THE NORTHEAST CORNER OF THE CHURCH,
 JB0249'65 FEET NORTHEAST OF A CEMETERY AND 10 FEET EAST
 JB0249'OF A METAL WITNESS POST.
 JB0249'
 JB0249'R M NO 1, A STANDARD DISK STAMPED ANTIOCH NO 1 1961 IS SET IN A DRILL
 JB0249'HOLE IN A CONCRETE
 JB0249'WELL COVER.  IT IS 6 FEET NORTHWEST OF THE CENTER OF THE WELL COVER.
 JB0249'
 JB0249'R M NO 2, A STANDARD DISK STAMPED ANTIOCH NO 2 1961 IS SET IN THE TOP
 JB0249'OF A SQUARE
 JB0249'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 15 FEET
 JB0249'EAST OF A BRICK CHIMNEY AND 1
 JB0249'FOOT NORTH OF THE NORTHEAST CORNER OF THE CHURCH.
 JB0249'
 JB0249'AZIMUTH MARK A STANDARD DISK STAMPED ANTIOCH 1961 IS SET IN THE TOP
 JB0249'OF A SQUARE
 JB0249'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 1.2
 JB0249'FEET NORTH OF A FENCE, 1.7
 JB0249'FEET NORTHEAST OF A METAL WITNESS POST AND
 JB0249'20 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.
 JB0249'
 JB0249'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH AND EAST ON A
 JB0249'GRAVELED ROAD FOR
 JB0249'0.3 MILE TO THE MARK ON THE RIGHT.
 JB0249'
 JB0249'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB0249
 JB0249                          STATION RECOVERY (1972)
 JB0249
 JB0249'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (WEB)
 JB0249'ANTIOCH 1961 RECOVERED GOOD.
 JB0249'
 JB0249'ANTIOCH NO.1 1961 RECOVERED GOOD.
 JB0249'
 JB0249'ANTIOCH NO.2 1961 RECOVERED GOOD.
 JB0249'
 JB0249'ANTIOCH 1961 (AZI) RECOVERED GOOD.
 JB0249'
 JB0249'IT IS SUGGESTED THAT AT A LATER DATE A NEW TO REACH BE WRITTEN DO TO
 JB0249'HIGHWAY CONSTRUCTION IN THE AREA.
 JB0249'
 JB0249'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES N.E. OF
 JB0249'BURNT PRAIRIE.
 JB0249
 JB0249                          STATION RECOVERY (1990)
 JB0249
 JB0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JB0249'THE CHURCH AND HOUSE AT THE STATION HAVE BEEN ABANDONED ALTHOUGH THE
 JB0249'CEMETERY IS STILL IN USE.  A FOUR FOOT HIGH PILE OF DEBRIS HAS BEEN
 JB0249'DUMPED ON TOP OF THE STATION.  IT WAS DUG OUT OF SIDE OF PILE AND
 JB0249'LEFT OPEN.  OTHER MARKS NOT SEARCHED FOR.  STATION IS LOCATED ABOUT 3
 JB0249'KM (1.9 MI)  NORTHEAST OF BURNT PRAIRIE, AT THE OLD ANTIOCH CHURCH,
 JB0249'ALONG A LINE BETWEEN MOWED AREA AND CULTIVATED FIELD, IN NORTH
 JB0249'CENTRAL SECTION 17, T 3 S, R 9 E.  OWNERSHIP--UNKNOWN.  NO PERMISSION
 JB0249'ASKED FOR.
 JB0249'TO REACH FROM EXIT 117 OF INTERSTATE HIGHWAY 64 (ABOUT 2 KM (1.2 MI)
 JB0249'EAST-NORTHEAST OF BURNT PRAIRIE), GO NORTHEAST ON THE PAVED ROAD FOR
 JB0249'0.17 KM (0.11 MI)  TO THE INTERSTATE HIGHWAY RAMPS.  CONTINUE AHEAD
 JB0249'FOR 0.12 KM (0.07 MI)  TO A PAVED ROAD LEFT.  TURN LEFT, NORTH, ON
 JB0249'WINDING ROAD (810 E) (EVENTUALLY NORTH) FOR 0.93 KM (0.58 MI)  TO A
 JB0249'T-ROAD. TURN LEFT, WEST, ON GRAVEL ROAD FOR 0.15 KM (0.09 MI) TO A
 JB0249'ROAD RIGHT.  TURN RIGHT, NORTH, ON GRAVEL ROAD (2550 E ) FOR 1.20 KM
 JB0249'(0.75 MI) TO A REVERSE DRIVE ON LEFT AT TOP OF GRADE. A IRON GATE AND
 JB0249'PLP WITH TRANSFORMERS ON THE RIGHT, TURN SHARP LEFT, SOUTHWEST, FOR
 JB0249'0.08 KM (0.05 MI) TO THE CHURCH BUILDING, THEN TURN RIGHT, NORTH FOR
 JB0249'ABOUT 40 M (131.2 FT) TO THE STATION ON THE LEFT AT DEBRIS PILE.
 JB0249'STATION MARK IS FLUSH WITH GROUND, IN OPEN HOLE IN THE SIDE OF THE
 JB0249'DEBRIS PILE, 29.1 M (95.5 FT) NORTH-NORTHWEST OF NORTHEAST CORNER OF
 JB0249'THE CHURCH, 27.3 M (89.6 FT) NORTH OF NORTHWEST CORNER OF THE CHURCH,
 JB0249'19.9 M (65.3 FT) WEST OF SOUTHWEST CORNER OF AN ABANDONED HOUSE, 8.5
 JB0249'M (27.9 FT) NORTHEAST OF EAST CORNER OF OLD OUTHOUSE, 0.6 M (2.0 FT)
 JB0249'SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST, ON THE EAST SIDE OF THE
 JB0249'PILE.
 JB0249'NOTE-ALLOW EXTRA TIME FOR TRIPOD SETUP ON DEBRIS PILE.
 JB0249
 JB0249                          STATION RECOVERY (1997)
 JB0249
 JB0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JB0249'STATION IS LOCATED ABOUT 1.9 MI (3.1 KM) NORTHEAST OF BURNT PRAIRIE AT
 JB0249'THE OLD ANTIOCH CHURCH AND CEMETERY.  TO REACH FROM EXIT 117 ON
 JB0249'INTERSTATE HIGHWAY 64, ABOUT 1.2 MI (1.9 KM) EAST-NORTHEAST OF BURNT
 JB0249'PRAIRIE, GO NORTHEAST ON THE PAVED ROAD FOR 0.11 MI (0.18 KM) TO THE
 JB0249'INTERSTATE HIGHWAY RAMPS.  CONTINUE AHEAD FOR 0.07 MI (0.11 KM) TO A
 JB0249'PAVED ROAD LEFT.  TURN LEFT, NORTH, ON WINDING ROAD (810E) WHICH
 JB0249'EVENTUALLY GOES NORTH FOR 0.6 MI (1.0 KM) TO A T-ROAD.  TURN LEFT,
 JB0249'WEST, ON GRAVEL ROAD FOR 0.09 MI (0.14 KM) TO A ROAD RIGHT.  TURN
 JB0249'RIGHT, NORTH, ON GRAVEL ROAD (2550E) FOR 0.75 MI (1.21 KM) TO A
 JB0249'REVERSE DRIVE ON THE LEFT AT THE TOP OF A GRADE AT IRON GATE AND POWER
 JB0249'POLE WITH TRANSFORMERS ON THE RIGHT.  TURN SHARP LEFT, SOUTHWEST, FOR
 JB0249'0.05 MI (0.08 KM) TO THE ABANDONED CHURCH BUILDING, TURN RIGHT, NORTH,
 JB0249'FOR 40 M (131.2 FT) TO THE STATION ON THE LEFT, ON THE EAST SIDE OF A
 JB0249'DEBRIS PILE, 29.1 M (95.5 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER
 JB0249'OF THE CHURCH, 19.9 M (65.3 FT) WEST OF THE SOUTHWEST CORNER OF AN
 JB0249'ABANDONED HOUSE, 8.5 M (27.9 FT) NORTHEAST OF THE EAST CORNER OF AN
 JB0249'OLD OUTHOUSE, AND 0.6 M (2.0 FT) SOUTH-SOUTHWEST OF A FIBERGLASS
 JB0249'WITNESS POST.
 JB0249
 JB0249                          STATION RECOVERY (1999)
 JB0249
 JB0249'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JB0249'RECOVERED AS DESCRIBED
 JB0249'
 JB0249
 JB0249                          STATION RECOVERY (2003)
 JB0249
 JB0249'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (BES)
 JB0249'RECOVERED AS DESCRIBED
 JB0249'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1036 ***********************************************************************
 NH1036  DESIGNATION -  ANTIOCH 2 RESET
 NH1036  PID         -  NH1036
 NH1036  STATE/COUNTY-  IL/LAKE
 NH1036  USGS QUAD   -  ANTIOCH (1993)
 NH1036
 NH1036                         *CURRENT SURVEY CONTROL
 NH1036  ___________________________________________________________________
 NH1036* NAD 83(1997)-  42 26 03.66555(N)    088 03 11.98563(W)     ADJUSTED  
 NH1036* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 NH1036  ___________________________________________________________________
 NH1036  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 NH1036  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 NH1036
 NH1036  HORZ ORDER  -  FIRST
 NH1036
 NH1036.The horizontal coordinates were established by classical geodetic methods
 NH1036.and adjusted by the National Geodetic Survey in October 1999..
 NH1036
 NH1036.The orthometric height was scaled from a topographic map.
 NH1036
 NH1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1036
 NH1036.The geoid height was determined by GEOID03.
 NH1036
 NH1036;                    North         East     Units Scale Factor Converg.
 NH1036;SPC IL E     -   640,386.074   323,039.545   MT  0.99998153   +0 11 20.2
 NH1036;SPC IL E     - 2,100,999.98  1,059,838.91   sFT  0.99998153   +0 11 20.2
 NH1036;SPC WI S     -    50,123.508   760,178.940   MT  1.00007368   +1 20 15.2
 NH1036;SPC WI S     -   164,446.88  2,494,020.41   sFT  1.00007368   +1 20 15.2
 NH1036;UTM  16      - 4,698,541.001   413,361.077   MT  0.99969235   -0 42 38.8
 NH1036
 NH1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1036!SPC IL E     -   0.99996525  x   0.99998153  =   0.99994678
 NH1036!SPC WI S     -   0.99996525  x   1.00007368  =   1.00003893
 NH1036!UTM  16      -   0.99996525  x   0.99969235  =   0.99965761
 NH1036
 NH1036:                Primary Azimuth Mark                     Grid Az
 NH1036:SPC IL E     -  CHICAGO ST PAUL AIRWAY BCN 4             070 24 26.4
 NH1036:SPC WI S     -  CHICAGO ST PAUL AIRWAY BCN 4             069 15 31.4
 NH1036:UTM  16      -  CHICAGO ST PAUL AIRWAY BCN 4             071 18 25.4
 NH1036
 NH1036|---------------------------------------------------------------------|
 NH1036| PID    Reference Object                     Distance      Geod. Az  |
 NH1036|                                                           dddmmss.s |
 NH1036| NG0618 CHICAGO ST PAUL AIRWAY BCN 4        APPROX.14.7 KM 0703546.6 |
 NH1036| CI8916 ANTIOCH 2 AZ MK RESET                              0971728.7 |
 NH1036| CI8917 ANTIOCH 2 RM 1                       22.610 METERS 13917     |
 NH1036| NH1042 LOCH LOMOND MUNICIPAL TANK          APPROX.17.2 KM 1694335.8 |
 NH1036| CI8919 ANTIOCH 2 RM 3                       50.213 METERS 18842     |
 NH1036| NH1044 ROUND LAKE MUNICIPAL TANK           APPROX. 9.4 KM 2005436.3 |
 NH1036| NH1032 ALLENDALE FARM SCHOOL TANK          APPROX. 3.8 KM 2465507.0 |
 NH1036| CI8915 ANTIOCH 2 AZ MK                                    2605735.2 |
 NH1036| NH1035 ANTIOCH USLS 1873                     5.064 METERS 26234     |
 NH1036| NH1055 NIPPER                              APPROX.15.2 KM 2661706.1 |
 NH1036| CI8918 ANTIOCH 2 RM 2                       45.068 METERS 27253     |
 NH1036| NH0988 NEW MUNSTER ALPHONSE CHURCH         APPROX.21.6 KM 3184606.7 |
 NH1036| NH1033 ANTIOCH MUNICIPAL TANK              APPROX. 6.1 KM 3232525.8 |
 NH1036|---------------------------------------------------------------------|
 NH1036
 NH1036                          SUPERSEDED SURVEY CONTROL
 NH1036
 NH1036  NAD 83(1997)-  42 26 03.66547(N)    088 03 11.98584(W) AD(       ) 1
 NH1036  NAD 83(1997)-  42 26 03.66441(N)    088 03 11.98965(W) AD(       ) 1
 NH1036  NAD 83(1986)-  42 26 03.66313(N)    088 03 11.99859(W) AD(       ) 1
 NH1036  NAD 27      -  42 26 03.59000(N)    088 03 11.70600(W) AD(       ) 1
 NH1036
 NH1036.Superseded values are not recommended for survey control.
 NH1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1036.See file dsdata.txt to determine how the superseded data were derived.
 NH1036
 NH1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1336198541(NAD 83)
 NH1036_MARKER: DS = TRIANGULATION STATION DISK
 NH1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1036
 NH1036  HISTORY     - Date     Condition        Report By
 NH1036  HISTORY     - 1935     MONUMENTED       CGS
 NH1036  HISTORY     - 1944     GOOD             CGS
 NH1036  HISTORY     - 1954     GOOD             CGS
 NH1036  HISTORY     - 1966     GOOD             CGS
 NH1036  HISTORY     - 1975     GOOD             ALSTER
 NH1036  HISTORY     - 19940505 GOOD             USPSQD
 NH1036
 NH1036                          STATION DESCRIPTION
 NH1036
 NH1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1036'THIS STATION IS IN THE NORTHEAST QUARTER OF THE SOUTHWEST
 NH1036'QUARTER SEC. 27, T. 46 N., R. 10 E., ABOUT 4 MILES, AIRLINE,
 NH1036'SOUTHEAST OF ANTIOCH, ON LAND OWNED AND OCCUPIED BY WILLIAM
 NH1036'GELDEN.  THE MARK IS IN THE NORTHEAST CORNER OF A CLOVER
 NH1036'FIELD AND NORTHWEST OF THE GELDEN FARM BUILDINGS, 56 FEET
 NH1036'WEST-NORTHWEST OF NORTHWEST CORNER OF A WHITE CHICKEN HOUSE,
 NH1036'12 FEET SOUTH OF LANE BETWEEN FIELDS, 167 FEET NORTH-NORTHEAST
 NH1036'OF CEDAR TREE AT NORTHWEST CORNER OF ORCHARD.  THE MARK
 NH1036'PROJECTS 4 INCHES.
 NH1036'
 NH1036'TO REACH THE STATION FROM THE JUNCTION OF ILLINOIS STATE
 NH1036'HIGHWAYS 173 AND 54 IN ANTIOCH, GO SOUTH ON HIGHWAYS 173 AND
 NH1036'54 FOR 0.9 MILE, THENCE EAST ON HIGHWAY 173 FOR 1.5 MILES
 NH1036'TO CROSSROADS AT SCHOOL IN SOUTHEAST ANGLE.  LEAVE HIGHWAY
 NH1036'173 AND GO SOUTH ON GRAVEL ROAD FOR 2.3 MILES TO T-ROAD
 NH1036'EAST AT SIGN CAMP HASTINGS.  GO EAST ON GRAVEL ROAD FOR 0.5
 NH1036'MILE TO MR. GELDENS HOUSE ON NORTH SIDE OF ROAD, LEAVE ROAD AND
 NH1036'GO NORTH THROUGH YARD TO POINT WHERE LANE GOES WEST.  STATION
 NH1036'IS ABOUT 100 FEET WEST OF THIS POINT.
 NH1036'
 NH1036'AFTER THE STATION WAS OCCUPIED THE OLD STATION, ANTIOCH 1873,
 NH1036'WAS RECOVERED.  THE MARK IS A STONE BLOCK 8 INCHES SQUARE
 NH1036'WITH A DRILLED HOLE IN CENTER AND MARKED U.S.  IT IS BELOW
 NH1036'THE SURFACE 20 INCHES.
 NH1036'
 NH1036'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NH1036'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 NH1036'
 NH1036'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 18 INCHES
 NH1036'NORTHWEST OF NORTWEST CORNER OF A RED CHICKEN HOUSE, 16
 NH1036'FEET SOUTH OF SOUTHWEST CORNER OF A WHITE CHICKEN HOUSE.
 NH1036'THE MARK PROJECTS 4 INCHES.
 NH1036'
 NH1036'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT SOUTH
 NH1036'OF LANE FENCE LINE, 40 FEET EAST OF FENCE CORNER AT WEST
 NH1036'END OF LANE.  THE MARK PROJECTS 3 INCHES.  THE DISTANCE
 NH1036'BETWEEN THE REFERENCE MARKS IS 206.16 FEET.
 NH1036'
 NH1036'THE AZIMUTH MARK IS WEST OF THE STATION AT TOP OF A LOW
 NH1036'RIDGE, 0.15 MILE EAST OF T-ROAD, 1 FOOT NORTH OF EAST-WEST
 NH1036'ROAD RIGHT-OF-WAY FENCE LINE, 27 FEET NORTH OF CENTER LINE
 NH1036'OF GRAVEL ROAD, 65 FEET SOUTH OF A 3-FOOT OAK TREE.  THE MARK
 NH1036'PROJECTS 2 INCHES.
 NH1036'
 NH1036'LIGHTS 100 FEET ABOVE STATION BRISTOL R.M. 1873 COME INTO
 NH1036'VIEW 13 FEET ABOVE THIS STATION.  LIGHTS 100 FEET ABOVE
 NH1036'STATIONS BENTON 1873 AND SPAULDING COME INTO VIEW 50 FEET
 NH1036'ABOVE THIS STATION.  LIGHTS 100 FEET ABOVE STATIONS SOMERS 1873,
 NH1036'NIPPER AND SILVER AND 87 FEET ABOVE STATION WISCOILL COME
 NH1036'INTO VIEW 64 FEET ABOVE THIS STATION.
 NH1036
 NH1036                          STATION RECOVERY (1944)
 NH1036
 NH1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 NH1036'STATION WAS RECOVERED EXACTLY AS DESCRIBED.  STATION MARK
 NH1036'IS STAMPED ANTIOCH 2 1935.
 NH1036'
 NH1036'REFERENCE MARK 1 IS AT THE NW CORNER OF A SMALL SHED.  IT
 NH1036'IS STAMPED ANTIOCH 2 NO 1 1935.
 NH1036'
 NH1036'REFERENCE MARK 2 IS STAMPED ANTIOCH 2 NO 2 1935.
 NH1036'
 NH1036'AZIMUTH MARK IS STAMPED ANTIOCH 2 1935.
 NH1036'
 NH1036'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1036'83 AND 173 AT THE S EDGE OF THE VILLAGE OF ANTIOCH, GO E
 NH1036'ON STATE HIGHWAY 173 FOR 1.7 MILES TO A GRAVELED ROAD RIGHT
 NH1036'AT A WHITE FRAME SCHOOL IN THE SE ANGLE OF INTERSECTION.
 NH1036'TURN RIGHT AND GO 1.8 MILES TO A MACADAM CROSS ROAD.  CONTINUE
 NH1036'STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.6 MILE TO THE GRAVELED
 NH1036'T-ROAD LEFT.  TURN LEFT FOR 0.15 MILE TO THE AZIMUTH MARK
 NH1036'ON THE LEFT.  CONTINUE E FOR 0.35 MILE TO THE GELDEN FARM
 NH1036'LANE ON THE LEFT.  TURN LEFT, ENTERING THE LANE, AND GO TO
 NH1036'THE REAR OF THE HOUSE.  PASS BETWEEN THE BARN ON THE RIGHT
 NH1036'AND SMALL BUILDINGS ON THE LEFT TO A FARM LANE LEFT.  TURN
 NH1036'LEFT FOR ABOUT 100 FEET TO THE STATION.
 NH1036'
 NH1036'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NH1036
 NH1036                          STATION RECOVERY (1954)
 NH1036
 NH1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1036'STATION WAS RECOVERED AS DESCRIBED, THE STATION SURFACE
 NH1036'MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND
 NH1036'DESTROYED.  REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION
 NH1036'AND THE DISTANCE AND DIRECTION CHECKED.  A NEW SURFACE STATION
 NH1036'MARK WAS ESTABLISHED, HOLDING THE POSITION OF THE OLD UNDERGROUND
 NH1036'MARK AND REFERENCE MARK NO 3 AND A NEW AZIMUTH MARK WAS
 NH1036'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 NH1036'
 NH1036'STATION IS LOCATED IN A CULTIVATED FIELD ABOUT 4 MILES SOUTHEAST
 NH1036'OF ANTIOCH AND 2 MILES NORTHEAST OF LAKE VILLA ON PROPERTY
 NH1036'OWNED BY MRS. GELDEN.  IT IS 293 FEET NORTH OF THE CENTER OF
 NH1036'A PAVED ROAD, ABOUT 175 FEET NORTHWEST OF THE NORTHWEST CORNER
 NH1036'OF A FRAME HOUSE, 57 FEET NORTHWEST OF A 12 INCH SILVER MAPLE
 NH1036'TREE AND 43 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 NH1036'SHED.  THE MARK IS UNDERGROUND ABOUT 18 INCHES AND THE DISK
 NH1036'IS STAMPED ANTIOCH 2 1935 1954.
 NH1036'
 NH1036'REFERENCE MARK NO. 1 IS 74.18 FEET SOUTHEAST OF THE STATION,
 NH1036'16 FEET SOUTH OF A 24 INCH MAPLE TREE, 1 FOOT NORTHWEST
 NH1036'OF THE NORTHWEST CORNER OF A SMALL SHED AND 1 FOOT SOUTH
 NH1036'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 NH1036'THE DISK IS STAMPED ANTIOCH 2 NO 1935.
 NH1036'
 NH1036'REFERENCE MARK NO. 3 IS 164.74 FEET SOUTH OF THE STATION,
 NH1036'IN A CLUMP OF CEDAR TREES AT THE SOUTHEAST EDGE OF A CULTIVATED
 NH1036'FIELD AND 121 FEET NORTH OF THE CENTER OF A PAVED ROAD.  THE
 NH1036'MARK IS FLUSH AND THE DISK IS STAMPED ANTIOCH 2 NO 3 1935 1954.
 NH1036'
 NH1036'AZIMUTH MARK IS 24 FEET NORTH OF THE CENTER OF A PAVED ROAD, 16
 NH1036'FEET WEST OF A POWER LINE POLE AND 1 FOOT WEST OF A WHITE
 NH1036'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1036'ANTIOCH 2 1935 RESET 1954.
 NH1036'
 NH1036'ANTIOCH USLS 1873 IS 16.615 FEET WEST OF THE STATION.  THE
 NH1036'MARK IS AN 8X8 STONE BLOCK WITH A DRILLED HOLE IN THE CENTER
 NH1036'AND HAS U.S. CAST IN THE TOP, IT IS BELOW THE SURFACE 20 INCHES.
 NH1036'
 NH1036'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1036'21, 83 AND 132 IN THE SOUTHEAST SECTION OF LAKE VILLA, GO EAST
 NH1036'ON HIGHWAY 132 FOR 0.75 MILE TO A SIDE ROAD LEFT, TURN LEFT
 NH1036'AND GO NORTH ON PAVED ROAD FOR 1.3 MILES TO SIDE ROAD RIGHT,
 NH1036'TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.45 MILE TO A
 NH1036'FRAME HOUSE ON THE LEFT AND THE STATION IN CULTIVATED FIELD
 NH1036'ABOUT 175 FEET NORTHWEST OF HOUSE AS DESCRIBED.
 NH1036'
 NH1036'TO REACH THE AZIMUTH MARK FROM THE PAVED ROAD AND DRIVEWAY
 NH1036'TO HOUSE, GO EAST ON PAVED ROAD FOR 0.35 MILE TO THE MARK
 NH1036'ON THE LEFT AS DESCRIBED.
 NH1036'
 NH1036'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1036
 NH1036                          STATION RECOVERY (1966)
 NH1036
 NH1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1036'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED
 NH1036'AND IN GOOD CONDITION AT THIS TIME.  THE AZIMUTH MARK IS
 NH1036'NOW 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT 50 FEET
 NH1036'SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE FRAME HOUSE.
 NH1036
 NH1036                          STATION RECOVERY (1975)
 NH1036
 NH1036'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (LC)
 NH1036'ANTIOCH 2-GOOD
 NH1036'
 NH1036'ANTIOCH R.M. 1-GOOD
 NH1036'
 NH1036'ANTIOCH R.M. 2-GOOD
 NH1036'
 NH1036'ANTIOCH AZ MK-GOOD
 NH1036'
 NH1036'AZ MARK NOT VISIBLE FROM GROUND DUE TO BUILDINGS
 NH1036'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF
 NH1036'ANTIOCH, ILL
 NH1036
 NH1036                          STATION RECOVERY (1994)
 NH1036
 NH1036'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0251 ***********************************************************************
 JB0251  DESIGNATION -  ANTIOCH AZ MK
 JB0251  PID         -  JB0251
 JB0251  STATE/COUNTY-  IL/WAYNE
 JB0251  USGS QUAD   -  GOLDEN GATE (1971)
 JB0251
 JB0251                         *CURRENT SURVEY CONTROL
 JB0251  ___________________________________________________________________
 JB0251* NAD 83(1986)-  38 16 16.     (N)    088 13 55.     (W)     SCALED    
 JB0251* NAVD 88     -       140.005  (meters)     459.33   (feet)  ADJUSTED  
 JB0251  ___________________________________________________________________
 JB0251  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB0251  DYNAMIC HT  -         139.916 (meters)     459.04  (feet)  COMP
 JB0251  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 JB0251
 JB0251  VERT ORDER  -  SECOND    CLASS 0
 JB0251
 JB0251.The horizontal coordinates were scaled from a topographic map and have
 JB0251.an estimated accuracy of +/- 6 seconds.
 JB0251
 JB0251.The orthometric height was determined by differential leveling
 JB0251.and adjusted by the National Geodetic Survey in June 1991..
 JB0251
 JB0251.The geoid height was determined by GEOID03.
 JB0251
 JB0251.The dynamic height is computed by dividing the NAVD 88
 JB0251.geopotential number by the normal gravity value computed on the
 JB0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0251.degrees latitude (g = 980.6199 gals.).
 JB0251
 JB0251.The modeled gravity was interpolated from observed gravity values.
 JB0251
 JB0251;                    North         East    Units  Estimated Accuracy
 JB0251;SPC IL E     -   178,070.      308,870.      MT  (+/- 180 meters Scaled)
 JB0251
 JB0251                          SUPERSEDED SURVEY CONTROL
 JB0251
 JB0251  NGVD 29 (??/??/92)  140.129  (m)          459.74   (f) ADJ UNCH    2 0
 JB0251
 JB0251.Superseded values are not recommended for survey control.
 JB0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0251.See file dsdata.txt to determine how the superseded data were derived.
 JB0251
 JB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH922366(NAD 83)
 JB0251_MARKER: DZ = AZIMUTH MARK DISK
 JB0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0251_STAMPING: ANTIOCH 1961
 JB0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0251+STABILITY: SURFACE MOTION
 JB0251
 JB0251  HISTORY     - Date     Condition        Report By
 JB0251  HISTORY     - 1961     MONUMENTED       CGS
 JB0251
 JB0251                          STATION DESCRIPTION
 JB0251
 JB0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0251'2.9 MI NE FROM BURNT PRAIRIE.
 JB0251'ABOUT 1.5 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0251'BURNT PRAIRIE, THENCE 0.5 MILE NORTH ON GRAVELED ROAD, THENCE
 JB0251'0.1 MILE WEST ON GRAVELED ROAD, THENCE 1.0 MILE NORTH ON GRAVELED
 JB0251'ROAD, THENCE 0.05 MILE EAST ON GRAVELED ROAD AT HOUSE SOUTH OF
 JB0251'ROAD, 136 FEET WEST OF THE CENTER OF DRIVEWAY, 46 FEET EAST OF
 JB0251'THE EAST END OF BOARD GATE, 21 FEET SOUTH OF CENTER OF ROAD, 1.8
 JB0251'FEET NORTHEAST OF WITNESS POST, 1 FOOT NORTH OF FENCE, ABOUT 1
 JB0251'FOOT ABOVE THE LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST
 JB0251'FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1033 ***********************************************************************
 NH1033  DESIGNATION -  ANTIOCH MUNICIPAL TANK
 NH1033  PID         -  NH1033
 NH1033  STATE/COUNTY-  IL/LAKE
 NH1033  USGS QUAD   -  ANTIOCH (1993)
 NH1033
 NH1033                         *CURRENT SURVEY CONTROL
 NH1033  ___________________________________________________________________
 NH1033* NAD 83(1997)-  42 28 42.77283(N)    088 05 51.50707(W)     ADJUSTED  
 NH1033* NAVD 88     -                                                        
 NH1033  ___________________________________________________________________
 NH1033  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 NH1033  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 NH1033
 NH1033  HORZ ORDER  -  THIRD
 NH1033
 NH1033.The horizontal coordinates were established by classical geodetic methods
 NH1033.and adjusted by the National Geodetic Survey in October 1999..
 NH1033
 NH1033
 NH1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1033
 NH1033.The geoid height was determined by GEOID03.
 NH1033
 NH1033;                    North         East     Units Scale Factor Converg.
 NH1033;SPC IL E     -   645,284.322   319,379.831   MT  0.99997962   +0 09 33.0
 NH1033;SPC IL E     - 2,117,070.31  1,047,832.00   sFT  0.99997962   +0 09 33.0
 NH1033;SPC WI S     -    54,947.851   756,421.473   MT  1.00006110   +1 18 25.6
 NH1033;SPC WI S     -   180,274.74  2,481,692.78   sFT  1.00006110   +1 18 25.6
 NH1033;UTM  16      - 4,703,494.726   409,779.778   MT  0.99970015   -0 44 28.7
 NH1033
 NH1033                          SUPERSEDED SURVEY CONTROL
 NH1033
 NH1033  NAD 83(1997)-  42 28 42.77271(N)    088 05 51.50710(W) AD(       ) 4
 NH1033  NAD 83(1997)-  42 28 42.77224(N)    088 05 51.50955(W) AD(       ) 4
 NH1033  NAD 83(1986)-  42 28 42.76977(N)    088 05 51.51865(W) AD(       ) 4
 NH1033  NAD 27      -  42 28 42.69900(N)    088 05 51.21700(W) AD(       ) 3
 NH1033
 NH1033.Superseded values are not recommended for survey control.
 NH1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1033.See file dsdata.txt to determine how the superseded data were derived.
 NH1033
 NH1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0978003495(NAD 83)
 NH1033_MARKER: 53 = ELEVATED TANK
 NH1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1033+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2001
 NH1033
 NH1033  HISTORY     - Date     Condition        Report By
 NH1033  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1033  HISTORY     - 1946     GOOD             CGS
 NH1033  HISTORY     - 1966     GOOD             CGS
 NH1033  HISTORY     - 19910519 GOOD             USPSQD
 NH1033  HISTORY     - 19940505 GOOD             USPSQD
 NH1033  HISTORY     - 20010429 GOOD             USPSQD
 NH1033
 NH1033                          STATION DESCRIPTION
 NH1033
 NH1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1033'THIS STATION IS THE TALL SQUAT SILVER MUNICIPAL TANK IN THE
 NH1033'TOWN OF ANTIOCH, ILLINOIS.  IT IS LOCATED ABOUT 180 FEET
 NH1033'SOUTH OF THE CENTERLINE OF ORCHARD STREET, ABOUT 220 FEET WEST
 NH1033'OF MAIN STREET, AND ABOUT 90 FEET WEST OF THE CENTERLINE
 NH1033'OF A GRAVEL ALLEY.  THE TANK WAS ERECTED IN 1934 AND IS
 NH1033'VERY PROMINENT.
 NH1033'
 NH1033'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.
 NH1033'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 5 FEET.  THE VERTICAL
 NH1033'SECTION IS ABOUT 20 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 NH1033'ITS BASE, AND THE WORD ANTIOCH IN BLACK LETTERS ON THE NORTH
 NH1033'AND SOUTH SIDES.  THE FLAT CONICAL ROOF HAS A RED ARROW AT
 NH1033'ITS APEX.  THE OVAL, VERTICAL, AND ROOF SECTIONS ARE SILVER
 NH1033'IN COLOR.  THE TOTAL HEIGHT IS ABOUT 115 FEET.
 NH1033
 NH1033                          STATION RECOVERY (1946)
 NH1033
 NH1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CDM)
 NH1033'TRUSSWORK LEGS ARE NOW PAINTED SILVER INSTEAD OF BLACK AS
 NH1033'DESCRIBED.
 NH1033
 NH1033                          STATION RECOVERY (1966)
 NH1033
 NH1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1033'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 NH1033
 NH1033                          STATION RECOVERY (1991)
 NH1033
 NH1033'RECOVERY NOTE BY US POWER SQUADRON 1991 (FB)
 NH1033'RECOVERED IN GOOD CONDITION.
 NH1033
 NH1033                          STATION RECOVERY (1994)
 NH1033
 NH1033'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1033'RECOVERED IN GOOD CONDITION.
 NH1033
 NH1033                          STATION RECOVERY (2001)
 NH1033
 NH1033'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 NH1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0250 ***********************************************************************
 JB0250  DESIGNATION -  ANTIOCH RM 1
 JB0250  PID         -  JB0250
 JB0250  STATE/COUNTY-  IL/WAYNE
 JB0250  USGS QUAD   -  GOLDEN GATE (1971)
 JB0250
 JB0250                         *CURRENT SURVEY CONTROL
 JB0250  ___________________________________________________________________
 JB0250* NAD 83(1986)-  38 16 04.     (N)    088 14 02.     (W)     SCALED    
 JB0250* NAVD 88     -       153.890  (meters)     504.89   (feet)  ADJUSTED  
 JB0250  ___________________________________________________________________
 JB0250  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB0250  DYNAMIC HT  -         153.792 (meters)     504.57  (feet)  COMP
 JB0250  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JB0250
 JB0250  VERT ORDER  -  SECOND    CLASS 0
 JB0250
 JB0250.The horizontal coordinates were scaled from a topographic map and have
 JB0250.an estimated accuracy of +/- 6 seconds.
 JB0250
 JB0250.The orthometric height was determined by differential leveling
 JB0250.and adjusted by the National Geodetic Survey in June 1991..
 JB0250
 JB0250.The geoid height was determined by GEOID03.
 JB0250
 JB0250.The dynamic height is computed by dividing the NAVD 88
 JB0250.geopotential number by the normal gravity value computed on the
 JB0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0250.degrees latitude (g = 980.6199 gals.).
 JB0250
 JB0250.The modeled gravity was interpolated from observed gravity values.
 JB0250
 JB0250;                    North         East    Units  Estimated Accuracy
 JB0250;SPC IL E     -   177,700.      308,700.      MT  (+/- 180 meters Scaled)
 JB0250
 JB0250                          SUPERSEDED SURVEY CONTROL
 JB0250
 JB0250  NGVD 29 (??/??/92)  154.014  (m)          505.29   (f) ADJ UNCH    2 0
 JB0250
 JB0250.Superseded values are not recommended for survey control.
 JB0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0250.See file dsdata.txt to determine how the superseded data were derived.
 JB0250
 JB0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH920362(NAD 83)
 JB0250_MARKER: DR = REFERENCE MARK DISK
 JB0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0250_SP_SET: CURB
 JB0250_STAMPING: ANTIOCH NO 1 1961
 JB0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0250
 JB0250  HISTORY     - Date     Condition        Report By
 JB0250  HISTORY     - 1961     MONUMENTED       CGS
 JB0250
 JB0250                          STATION DESCRIPTION
 JB0250
 JB0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0250'2.9 MI NE FROM BURNT PRAIRIE.
 JB0250'ABOUT 1.5 MILES EAST ON A BLACK TOP ROAD FROM THE POST OFFICE
 JB0250'IN BURNT PRAIRIE, THENCE 0.5 MILE NORTH ON GRAVELED ROAD, THENCE
 JB0250'0.1 MILE WEST ON GRAVELED ROAD, THENCE 0.8 MILE NORTH ON GRAVELED
 JB0250'ROAD TO THE ANTIOCH CHURCH WEST OF ROAD, 103 FEET EAST-NORTHEAST
 JB0250'OF A WITNESS POST, 92.7 FEET EAST-NORTHEAST OF TRIANGULATION
 JB0250'STATION ANTIOCH, 32.5 FEET NORTHWEST OF A POWER POLE, 11 FEET
 JB0250'SOUTHWEST OF THE SOUTHEAST CORNER OF A RECREATION BUILDING, 5.5
 JB0250'FEET NORTHWEST OF WELL PUMP, AND SET IN TOP OF NORTHWEST CORNER
 JB0250'OF A CONCRETE WELL CURB AT THE SOUTHEAST CORNER OF RECREATION
 JB0250'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0248 ***********************************************************************
 JB0248  DESIGNATION -  ANTIOCH RM 2
 JB0248  PID         -  JB0248
 JB0248  STATE/COUNTY-  IL/WAYNE
 JB0248  USGS QUAD   -  GOLDEN GATE (1971)
 JB0248
 JB0248                         *CURRENT SURVEY CONTROL
 JB0248  ___________________________________________________________________
 JB0248* NAD 83(1986)-  38 16 04.     (N)    088 14 02.     (W)     SCALED    
 JB0248* NAVD 88     -       154.267  (meters)     506.12   (feet)  ADJUSTED  
 JB0248  ___________________________________________________________________
 JB0248  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB0248  DYNAMIC HT  -         154.168 (meters)     505.80  (feet)  COMP
 JB0248  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JB0248
 JB0248  VERT ORDER  -  SECOND    CLASS 0
 JB0248
 JB0248.The horizontal coordinates were scaled from a topographic map and have
 JB0248.an estimated accuracy of +/- 6 seconds.
 JB0248
 JB0248.The orthometric height was determined by differential leveling
 JB0248.and adjusted by the National Geodetic Survey in June 1991..
 JB0248
 JB0248.The geoid height was determined by GEOID03.
 JB0248
 JB0248.The dynamic height is computed by dividing the NAVD 88
 JB0248.geopotential number by the normal gravity value computed on the
 JB0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0248.degrees latitude (g = 980.6199 gals.).
 JB0248
 JB0248.The modeled gravity was interpolated from observed gravity values.
 JB0248
 JB0248;                    North         East    Units  Estimated Accuracy
 JB0248;SPC IL E     -   177,700.      308,700.      MT  (+/- 180 meters Scaled)
 JB0248
 JB0248                          SUPERSEDED SURVEY CONTROL
 JB0248
 JB0248  NGVD 29 (??/??/92)  154.390  (m)          506.53   (f) ADJ UNCH    2 0
 JB0248
 JB0248.Superseded values are not recommended for survey control.
 JB0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0248.See file dsdata.txt to determine how the superseded data were derived.
 JB0248
 JB0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH920362(NAD 83)
 JB0248_MARKER: DR = REFERENCE MARK DISK
 JB0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0248_STAMPING: ANTIOCH NO 2 1961
 JB0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0248+STABILITY: SURFACE MOTION
 JB0248
 JB0248  HISTORY     - Date     Condition        Report By
 JB0248  HISTORY     - 1961     MONUMENTED       CGS
 JB0248
 JB0248                          STATION DESCRIPTION
 JB0248
 JB0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0248'2.9 MI NE FROM BURNT PRAIRIE.
 JB0248'ABOUT 1.5 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0248'BURNT PRAIRIE, THENCE 0.5 MILE NORTH ON GRAVELED ROAD, THENCE
 JB0248'0.1 MILE WEST ON GRAVELED ROAD, THENCE 0.8 MILE NORTH ON GRAVELED
 JB0248'ROAD TO THE ANTIOCH CHURCH WEST OF ROAD, 99.5 FEET SOUTHEAST OF
 JB0248'A WITNESS POST, 94.8 FEET SOUTHEAST OF TRIANGULATION STATION
 JB0248'ANTIOCH, 112 FEET SOUTHWEST OF A POWER POLE, 1 FOOT NORTH OF NORTHEAST
 JB0248'CORNER OF THE CHURCH BUILDING, AND SET IN TOP OF A CONCRETE
 JB0248'POST FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1035 ***********************************************************************
 NH1035  DESIGNATION -  ANTIOCH USLS 1873
 NH1035  PID         -  NH1035
 NH1035  STATE/COUNTY-  IL/LAKE
 NH1035  USGS QUAD   -  ANTIOCH (1993)
 NH1035
 NH1035                         *CURRENT SURVEY CONTROL
 NH1035  ___________________________________________________________________
 NH1035* NAD 83(1997)-  42 26 03.64432(N)    088 03 12.20532(W)     ADJUSTED  
 NH1035* NAVD 88     -       256.     (meters)     840.     (feet)  SCALED    
 NH1035  ___________________________________________________________________
 NH1035  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 NH1035  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 NH1035
 NH1035  HORZ ORDER  -  FIRST
 NH1035
 NH1035.The horizontal coordinates were established by classical geodetic methods
 NH1035.and adjusted by the National Geodetic Survey in October 1999..
 NH1035
 NH1035.The orthometric height was scaled from a topographic map.
 NH1035
 NH1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1035
 NH1035.The geoid height was determined by GEOID03.
 NH1035
 NH1035;                    North         East     Units Scale Factor Converg.
 NH1035;SPC IL E     -   640,385.402   323,034.526   MT  0.99998153   +0 11 20.0
 NH1035;SPC IL E     - 2,100,997.77  1,059,822.44   sFT  0.99998153   +0 11 20.0
 NH1035;SPC WI S     -    50,122.736   760,173.934   MT  1.00007368   +1 20 15.1
 NH1035;SPC WI S     -   164,444.34  2,494,003.98   sFT  1.00007368   +1 20 15.1
 NH1035;UTM  16      - 4,698,540.409   413,356.049   MT  0.99969236   -0 42 38.9
 NH1035
 NH1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1035!SPC IL E     -   0.99996525  x   0.99998153  =   0.99994678
 NH1035!SPC WI S     -   0.99996525  x   1.00007368  =   1.00003893
 NH1035!UTM  16      -   0.99996525  x   0.99969236  =   0.99965762
 NH1035
 NH1035:                Primary Azimuth Mark                     Grid Az
 NH1035:SPC IL E     -  BRISTOL USLS 1873                        006 23 58.6
 NH1035:SPC WI S     -  BRISTOL USLS 1873                        005 15 03.5
 NH1035:UTM  16      -  BRISTOL USLS 1873                        007 17 57.5
 NH1035
 NH1035|---------------------------------------------------------------------|
 NH1035| PID    Reference Object                     Distance      Geod. Az  |
 NH1035|                                                           dddmmss.s |
 NH1035| NH0985 BRISTOL USLS 1873                   APPROX.12.7 KM 0063518.6 |
 NH1035|---------------------------------------------------------------------|
 NH1035
 NH1035                          SUPERSEDED SURVEY CONTROL
 NH1035
 NH1035  NAD 83(1997)-  42 26 03.64424(N)    088 03 12.20553(W) AD(       ) 1
 NH1035  NAD 83(1997)-  42 26 03.64318(N)    088 03 12.20934(W) AD(       ) 1
 NH1035  NAD 83(1986)-  42 26 03.64192(N)    088 03 12.21819(W) AD(       ) 1
 NH1035  NAD 27      -  42 26 03.56900(N)    088 03 11.92500(W) AD(       ) 1
 NH1035
 NH1035.Superseded values are not recommended for survey control.
 NH1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1035.See file dsdata.txt to determine how the superseded data were derived.
 NH1035
 NH1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1335698540(NAD 83)
 NH1035_MARKER: V = STONE MONUMENT
 NH1035_SETTING: 0 = UNSPECIFIED SETTING
 NH1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1035
 NH1035  HISTORY     - Date     Condition        Report By
 NH1035  HISTORY     - 1873     MONUMENTED       USLS
 NH1035  HISTORY     - 1935     GOOD             CGS
 NH1035  HISTORY     - 1954     GOOD             CGS
 NH1035  HISTORY     - 19940505 GOOD             USPSQD
 NH1035  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 NH1035
 NH1035                          STATION DESCRIPTION
 NH1035
 NH1035'DESCRIBED BY US LAKE SURVEY 1873
 NH1035'THIS STATION IS SITUATED IN SECTION 27, ANTIOCH TOWNSHIP,
 NH1035'LAKE COUNTY, ILLINOIS.  THE HEIGHT OF STATION USED WAS 54
 NH1035'FEET.  THE GEODETIC POINT IS MARKED BY A STONE OF THE ORDINARY
 NH1035'FORM, SET SO THAT ITS UPPER END IS 3 FEET BELOW THE SURFACE
 NH1035'OF THE GROUND.  DIRECTLY ABOVE THE LATTER IS SET ANOTHER STONE
 NH1035'RISING 6 INCHES ABOVE THE GROUND.  TWO REFERENCE STONES
 NH1035'ARE SET, ONE SOUTH 46 DEG 13 MIN EAST, AND 32.12 METERS
 NH1035'DISTANT FROM THE GEODETIC POINT.  AND ONE SOUTH 60 DEG 32
 NH1035'MIN WEST AND 23.59 METERS DISTANT FROM THE GEODETIC POINT.
 NH1035'HEIGHT OF GROUND AT STATION, 279.1 FEET.
 NH1035
 NH1035                          STATION RECOVERY (1935)
 NH1035
 NH1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1035'STATION RECOVERED.  SEE DESCRIPTION OF ANTIOCH 2.
 NH1035
 NH1035                          STATION RECOVERY (1954)
 NH1035
 NH1035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1035'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NH1035'THE DISTANCE AND DIRECTION TO ANTIOCH 2 1935 CHECKED.  THE
 NH1035'OLD DESCRIPTION IS ADEQUATE.
 NH1035
 NH1035                          STATION RECOVERY (1994)
 NH1035
 NH1035'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1035'RECOVERED IN GOOD CONDITION.
 NH1035
 NH1035                          STATION RECOVERY (2001)
 NH1035
 NH1035'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 NH1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1133 ***********************************************************************
 MF1133  DESIGNATION -  AP 1966 STA B
 MF1133  PID         -  MF1133
 MF1133  STATE/COUNTY-  IL/WHITESIDE
 MF1133  USGS QUAD   -  HAHNAMAN (1982)
 MF1133
 MF1133                         *CURRENT SURVEY CONTROL
 MF1133  ___________________________________________________________________
 MF1133* NAD 83(1997)-  41 44 19.62801(N)    089 41 04.30555(W)     ADJUSTED  
 MF1133* NAVD 88     -       196.301  (meters)     644.03   (feet)  ADJUSTED  
 MF1133  ___________________________________________________________________
 MF1133  X           -      26,244.145 (meters)                     COMP
 MF1133  Y           -  -4,766,412.956 (meters)                     COMP
 MF1133  Z           -   4,224,107.234 (meters)                     COMP
 MF1133  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 MF1133  ELLIP HEIGHT-         163.20  (meters)          (12/06/04) GPS OBS
 MF1133  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1133  DYNAMIC HT  -         196.231 (meters)     643.80  (feet)  COMP
 MF1133  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 MF1133
 MF1133  HORZ ORDER  -  FIRST
 MF1133  VERT ORDER  -  SECOND    CLASS 0
 MF1133  ELLP ORDER  -  FOURTH    CLASS I
 MF1133
 MF1133.This mark is at Whiteside Co Apt-Jos Bittorf Fld Airport (SQI)
 MF1133
 MF1133.The horizontal coordinates were established by GPS observations
 MF1133.and adjusted by the National Geodetic Survey in September 1998..
 MF1133
 MF1133.The orthometric height was determined by differential leveling
 MF1133.and adjusted by the National Geodetic Survey in June 1991..
 MF1133
 MF1133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1133
 MF1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1133
 MF1133.The ellipsoidal height was determined by GPS observations
 MF1133.and is referenced to NAD 83.
 MF1133
 MF1133.The geoid height was determined by GEOID03.
 MF1133
 MF1133.The dynamic height is computed by dividing the NAVD 88
 MF1133.geopotential number by the normal gravity value computed on the
 MF1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1133.degrees latitude (g = 980.6199 gals.).
 MF1133
 MF1133.The modeled gravity was interpolated from observed gravity values.
 MF1133
 MF1133;                    North         East     Units Scale Factor Converg.
 MF1133;SPC IL W     -   563,183.345   740,106.092   MT  0.99996096   +0 19 15.5
 MF1133;SPC IL W     - 1,847,710.69  2,428,164.74   sFT  0.99996096   +0 19 15.5
 MF1133;UTM  16      - 4,624,257.629   276,757.306   MT  1.00021332   -1 47 16.5
 MF1133
 MF1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1133!SPC IL W     -   0.99997440  x   0.99996096  =   0.99993536
 MF1133!UTM  16      -   0.99997440  x   1.00021332  =   1.00018772
 MF1133
 MF1133|---------------------------------------------------------------------|
 MF1133| PID    Reference Object                     Distance      Geod. Az  |
 MF1133|                                                           dddmmss.s |
 MF1133| MF1132 AP 1966 STA D                       346.165 METERS 09422     |
 MF1133|---------------------------------------------------------------------|
 MF1133
 MF1133                          SUPERSEDED SURVEY CONTROL
 MF1133
 MF1133  ELLIP H (09/15/98)  163.26   (m)                       GP(       ) 3 1
 MF1133  NAVD 88 (09/15/98)  196.30   (m)          644.0    (f) LEVELING    3  
 MF1133  NGVD 29 (??/??/92)  196.369  (m)          644.25   (f) ADJ UNCH    2 0
 MF1133
 MF1133.Superseded values are not recommended for survey control.
 MF1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1133.See file dsdata.txt to determine how the superseded data were derived.
 MF1133
 MF1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7675724258(NAD 83)
 MF1133_MARKER: DE = TRAVERSE STATION DISK
 MF1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1133_STAMPING: AP 1966 STA B
 MF1133_PROJECTION: FLUSH
 MF1133_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1133+STABILITY: SURFACE MOTION
 MF1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1133+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 MF1133
 MF1133  HISTORY     - Date     Condition        Report By
 MF1133  HISTORY     - 1966     MONUMENTED       CGS
 MF1133  HISTORY     - 1973     GOOD             NGS
 MF1133  HISTORY     - 19940810 MARK NOT FOUND   USPSQD
 MF1133  HISTORY     - 19970403 GOOD             SECI
 MF1133  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 MF1133  HISTORY     - 20010925 GOOD             CMT
 MF1133  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 MF1133  HISTORY     - 20050322 MARK NOT FOUND   USPSQD
 MF1133
 MF1133                          STATION DESCRIPTION
 MF1133
 MF1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MF1133'1.7 MI S FROM ROCK FALLS.
 MF1133'THE MARK IS LOCATED ON THE WHITESIDE COUNTY AIRPORT.  150 FEET SE
 MF1133'OF THE C/L OF RUNWAY END 7 AND ON RANGE WITH THE RUNWAY END.  THE
 MF1133'MARK IS FLUSH WITH THE GROUND.
 MF1133
 MF1133                          STATION RECOVERY (1994)
 MF1133
 MF1133'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1133'MARK NOT FOUND.
 MF1133
 MF1133                          STATION RECOVERY (1997)
 MF1133
 MF1133'RECOVERY NOTE BY SMITH ENG CONS INC 1997 (MGR)
 MF1133'RECOVERED AS DESCRIBED.
 MF1133
 MF1133                          STATION RECOVERY (1999)
 MF1133
 MF1133'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1133'MARK NOT FOUND.
 MF1133
 MF1133                          STATION RECOVERY (2001)
 MF1133
 MF1133'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 MF1133'RECOVERED IN GOOD CONDITION.
 MF1133
 MF1133                          STATION RECOVERY (2003)
 MF1133
 MF1133'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1133'MARK NOT FOUND.
 MF1133
 MF1133                          STATION RECOVERY (2005)
 MF1133
 MF1133'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1132 ***********************************************************************
 MF1132  DESIGNATION -  AP 1966 STA D
 MF1132  PID         -  MF1132
 MF1132  STATE/COUNTY-  IL/WHITESIDE
 MF1132  USGS QUAD   -  HAHNAMAN (1982)
 MF1132
 MF1132                         *CURRENT SURVEY CONTROL
 MF1132  ___________________________________________________________________
 MF1132* NAD 83(1997)-  41 44 18.77395(N)    089 40 49.36872(W)     ADJUSTED  
 MF1132* NAVD 88     -       195.623  (meters)     641.81   (feet)  ADJUSTED  
 MF1132  ___________________________________________________________________
 MF1132  X           -      26,589.404 (meters)                     COMP
 MF1132  Y           -  -4,766,428.115 (meters)                     COMP
 MF1132  Z           -   4,224,087.152 (meters)                     COMP
 MF1132  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 MF1132  ELLIP HEIGHT-         162.57  (meters)          (12/06/04) GPS OBS
 MF1132  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1132  DYNAMIC HT  -         195.553 (meters)     641.58  (feet)  COMP
 MF1132  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 MF1132
 MF1132  HORZ ORDER  -  FIRST
 MF1132  VERT ORDER  -  SECOND    CLASS 0
 MF1132  ELLP ORDER  -  FOURTH    CLASS I
 MF1132
 MF1132.This mark is at Whiteside Co Apt-Jos Bittorf Fld Airport (SQI)
 MF1132
 MF1132.The horizontal coordinates were established by GPS observations
 MF1132.and adjusted by the National Geodetic Survey in September 1998..
 MF1132
 MF1132.The orthometric height was determined by differential leveling
 MF1132.and adjusted by the National Geodetic Survey in June 1991..
 MF1132
 MF1132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1132
 MF1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1132
 MF1132.The ellipsoidal height was determined by GPS observations
 MF1132.and is referenced to NAD 83.
 MF1132
 MF1132.The geoid height was determined by GEOID03.
 MF1132
 MF1132.The dynamic height is computed by dividing the NAVD 88
 MF1132.geopotential number by the normal gravity value computed on the
 MF1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1132.degrees latitude (g = 980.6199 gals.).
 MF1132
 MF1132.The modeled gravity was interpolated from observed gravity values.
 MF1132
 MF1132;                    North         East     Units Scale Factor Converg.
 MF1132;SPC IL W     -   563,158.939   740,451.382   MT  0.99996131   +0 19 25.5
 MF1132;SPC IL W     - 1,847,630.62  2,429,297.58   sFT  0.99996131   +0 19 25.5
 MF1132;UTM  16      - 4,624,220.523   277,101.551   MT  1.00021143   -1 47 06.5
 MF1132
 MF1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1132!SPC IL W     -   0.99997450  x   0.99996131  =   0.99993581
 MF1132!UTM  16      -   0.99997450  x   1.00021143  =   1.00018593
 MF1132
 MF1132|---------------------------------------------------------------------|
 MF1132| PID    Reference Object                     Distance      Geod. Az  |
 MF1132|                                                           dddmmss.s |
 MF1132| MF1133 AP 1966 STA B                       346.165 METERS 27422     |
 MF1132|---------------------------------------------------------------------|
 MF1132
 MF1132                          SUPERSEDED SURVEY CONTROL
 MF1132
 MF1132  ELLIP H (09/15/98)  162.63   (m)                       GP(       ) 3 1
 MF1132  NAVD 88 (09/15/98)  195.62   (m)          641.8    (f) LEVELING    3  
 MF1132  NGVD 29 (??/??/92)  195.691  (m)          642.03   (f) ADJ UNCH    2 0
 MF1132
 MF1132.Superseded values are not recommended for survey control.
 MF1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1132.See file dsdata.txt to determine how the superseded data were derived.
 MF1132
 MF1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7710224221(NAD 83)
 MF1132_MARKER: DB = BENCH MARK DISK
 MF1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1132_STAMPING: AP 1966 STA D
 MF1132_MARK LOGO: CGS   
 MF1132_PROJECTION: FLUSH
 MF1132_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1132+STABILITY: SURFACE MOTION
 MF1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1132+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 MF1132
 MF1132  HISTORY     - Date     Condition        Report By
 MF1132  HISTORY     - 1966     MONUMENTED       CGS
 MF1132  HISTORY     - 19920615 GOOD             NGS
 MF1132  HISTORY     - 19940713 GOOD             USPSQD
 MF1132  HISTORY     - 19970403 GOOD             SECI
 MF1132  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 MF1132  HISTORY     - 20010925 GOOD             CMT
 MF1132  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 MF1132  HISTORY     - 20050322 MARK NOT FOUND   USPSQD
 MF1132
 MF1132                          STATION DESCRIPTION
 MF1132
 MF1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MF1132'1.7 MI S FROM ROCK FALLS.
 MF1132'THE MARK IS LOCATED ON THE WHITESIDE COUNTY AIRPORT, 150 FEET E
 MF1132'OF THE C/L END OF RUNWAY 36 AND ON RANGE WITH THE RUNWAY END.
 MF1132'THE MARK IS FLUSH WITH THE GROUND.
 MF1132
 MF1132                          STATION RECOVERY (1992)
 MF1132
 MF1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MF1132'THE STATION IS LOCATED IN THE GRASS AREA EAST 0F RUNWAY 18/36 AT THE
 MF1132'36 END.  IT IS 185.3 FT (56.5 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT,
 MF1132'150.0 FT (45.7 M) EAST OF THE CENTERLINE END OF THE RUNWAY, AND 89.5
 MF1132'FT (27.3 M) EAST OF THE EASTERLY ONE OF FOUR THRESHOLD LIGHTS.  THE
 MF1132'STATION IS MARKED WITH A STANDARD CGS TOPOGRAPHI STATION DISK, STAMPED
 MF1132'AP 1966 STA D, SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER THAT IS
 MF1132'ABOUT 0.5 FOOT (15.2 CM) BELOW THE SURFACE OF THE GROUND.
 MF1132
 MF1132                          STATION RECOVERY (1994)
 MF1132
 MF1132'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1132'RECOVERED IN GOOD CONDITION.
 MF1132
 MF1132                          STATION RECOVERY (1997)
 MF1132
 MF1132'RECOVERY NOTE BY SMITH ENG CONS INC 1997 (MGR)
 MF1132'RECOVERED AS DESCRIBED.
 MF1132
 MF1132                          STATION RECOVERY (1999)
 MF1132
 MF1132'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1132'MARK NOT FOUND.
 MF1132
 MF1132                          STATION RECOVERY (2001)
 MF1132
 MF1132'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 MF1132'RECOVERED IN GOOD CONDITION.
 MF1132
 MF1132                          STATION RECOVERY (2003)
 MF1132
 MF1132'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1132'MARK NOT FOUND.
 MF1132
 MF1132                          STATION RECOVERY (2005)
 MF1132
 MF1132'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0607 ***********************************************************************
 NH0607  DESIGNATION -  AP STA A
 NH0607  PID         -  NH0607
 NH0607  STATE/COUNTY-  IL/WINNEBAGO
 NH0607  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0607
 NH0607                         *CURRENT SURVEY CONTROL
 NH0607  ___________________________________________________________________
 NH0607* NAD 83(1986)-  42 11 00.     (N)    089 05 29.     (W)     SCALED    
 NH0607* NAVD 88     -       220.990  (meters)     725.03   (feet)  ADJUSTED  
 NH0607  ___________________________________________________________________
 NH0607  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NH0607  DYNAMIC HT  -         220.918 (meters)     724.80  (feet)  COMP
 NH0607  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 NH0607
 NH0607  VERT ORDER  -  SECOND    CLASS 0
 NH0607
 NH0607.This mark is at Greater Rockford Airport (RFD)
 NH0607
 NH0607.The horizontal coordinates were scaled from a topographic map and have
 NH0607.an estimated accuracy of +/- 6 seconds.
 NH0607
 NH0607.The orthometric height was determined by differential leveling
 NH0607.and adjusted by the National Geodetic Survey in June 1991..
 NH0607
 NH0607.The geoid height was determined by GEOID03.
 NH0607
 NH0607.The dynamic height is computed by dividing the NAVD 88
 NH0607.geopotential number by the normal gravity value computed on the
 NH0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0607.degrees latitude (g = 980.6199 gals.).
 NH0607
 NH0607.The modeled gravity was interpolated from observed gravity values.
 NH0607
 NH0607;                    North         East    Units  Estimated Accuracy
 NH0607;SPC IL W     -   613,010.      788,830.      MT  (+/- 180 meters Scaled)
 NH0607
 NH0607                          SUPERSEDED SURVEY CONTROL
 NH0607
 NH0607  NGVD 29 (??/??/92)  221.046  (m)          725.22   (f) ADJ UNCH    2 0
 NH0607
 NH0607.Superseded values are not recommended for survey control.
 NH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0607.See file dsdata.txt to determine how the superseded data were derived.
 NH0607
 NH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM272722(NAD 83)
 NH0607_MARKER: DT = TOPOGRAPHIC STATION DISK
 NH0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0607_SP_SET: CONCRETE STRIP
 NH0607_STAMPING: AP 1960 STA A
 NH0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0607
 NH0607  HISTORY     - Date     Condition        Report By
 NH0607  HISTORY     - 1960     MONUMENTED       RBNF
 NH0607  HISTORY     - 1960     GOOD             NGS
 NH0607  HISTORY     - 1965     GOOD             NGS
 NH0607  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0607  HISTORY     - 19970606 MARK NOT FOUND   USPSQD
 NH0607
 NH0607                          STATION DESCRIPTION
 NH0607
 NH0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0607'6 MI S FROM ROCKFORD.
 NH0607'LOCATED AT THE GREATER ROCKFORD AIRPORT, TWO INCHES SOUTH OF THE
 NH0607'PHYSICAL END OF THE RUNWAY END 36.  IT IS SET IN A DRILL HOLE
 NH0607'FLUSH IN THE RUNWAY CENTER OF THE CONCRETE STRIP THAT IS KNOWN
 NH0607'AS THE APPROACH LIGHTING SYSTEM PAD.  THIS CONCRETE PAD IS OVER
 NH0607'THREE FEET IN DEPTH ACCORDING TO THE AIRPORT ENGINEER.
 NH0607
 NH0607                          STATION RECOVERY (1965)
 NH0607
 NH0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NH0607'RECOVERED IN GOOD CONDITION.
 NH0607
 NH0607                          STATION RECOVERY (1987)
 NH0607
 NH0607'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0607'MARK NOT FOUND.
 NH0607
 NH0607                          STATION RECOVERY (1997)
 NH0607
 NH0607'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1337 ***********************************************************************
 KB1337  DESIGNATION -  AP STA A 1965
 KB1337  PID         -  KB1337
 KB1337  STATE/COUNTY-  IL/MACON
 KB1337  USGS QUAD   -  LONG CREEK (1975)
 KB1337
 KB1337                         *CURRENT SURVEY CONTROL
 KB1337  ___________________________________________________________________
 KB1337* NAD 83(1997)-  39 50 29.24378(N)    088 52 26.26493(W)     ADJUSTED  
 KB1337* NAVD 88     -       206.4    (meters)     677.     (feet)  VERTCON   
 KB1337  ___________________________________________________________________
 KB1337  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KB1337  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KB1337
 KB1337  HORZ ORDER  -  SECOND
 KB1337
 KB1337.This mark is at Decatur Airport (DEC)
 KB1337
 KB1337.The horizontal coordinates were established by classical geodetic methods
 KB1337.and adjusted by the National Geodetic Survey in October 1999..
 KB1337
 KB1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1337
 KB1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1337
 KB1337.The geoid height was determined by GEOID03.
 KB1337
 KB1337;                    North         East     Units Scale Factor Converg.
 KB1337;SPC IL E     -   352,537.050   253,728.031   MT  1.00000135   -0 20 46.9
 KB1337;SPC IL E     - 1,156,615.30    832,439.38   sFT  1.00000135   -0 20 46.9
 KB1337;SPC IL W     -   353,184.966   810,639.065   MT  1.00009182   +0 49 41.8
 KB1337;SPC IL W     - 1,158,741.01  2,659,571.67   sFT  1.00009182   +0 49 41.8
 KB1337;UTM  16      - 4,411,840.867   339,664.613   MT  0.99991649   -1 12 03.0
 KB1337
 KB1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1337!SPC IL E     -   0.99997269  x   1.00000135  =   0.99997404
 KB1337!SPC IL W     -   0.99997269  x   1.00009182  =   1.00006450
 KB1337!UTM  16      -   0.99997269  x   0.99991649  =   0.99988918
 KB1337
 KB1337                          SUPERSEDED SURVEY CONTROL
 KB1337
 KB1337  NAD 83(1986)-  39 50 29.25356(N)    088 52 26.25721(W) AD(       ) 2
 KB1337  NAD 27      -  39 50 29.12295(N)    088 52 25.99374(W) AD(       ) 2
 KB1337  NGVD 29 (07/19/86)  206.5    (m)          677.     (f) VERT ANG       
 KB1337
 KB1337.Superseded values are not recommended for survey control.
 KB1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1337.See file dsdata.txt to determine how the superseded data were derived.
 KB1337
 KB1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3966511841(NAD 83)
 KB1337_MARKER: DT = TOPOGRAPHIC STATION DISK
 KB1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1337_STAMPING: AP 1965 STA A
 KB1337_MARK LOGO: CGS   
 KB1337_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KB1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1337+STABILITY: SURFACE MOTION
 KB1337
 KB1337  HISTORY     - Date     Condition        Report By
 KB1337  HISTORY     - 1965     MONUMENTED       CGS
 KB1337  HISTORY     - 1977     GOOD             NGS
 KB1337  HISTORY     - 19890615 GOOD             NGS
 KB1337
 KB1337                          STATION DESCRIPTION
 KB1337
 KB1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LHW)
 KB1337'THE STATION IS LOCATED AT THE NORTH END OF RUNWAY 18 AT THE
 KB1337'DECATUR MUNICIPAL AIRPORT.
 KB1337'
 KB1337'STATION MARK A STANDARD TOPO DISK STAMPED AP STA A 1965, IS
 KB1337'SET IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KB1337'IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE
 KB1337'NORTHEAST CORNER OF RUNWAY 18 AND 10 FEET SOUTHWEST OF A STROBE
 KB1337'LIGHT.
 KB1337'
 KB1337'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1337'STATION ARP 1965.
 KB1337'
 KB1337'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARP
 KB1337'1965, DISTANCE BEING 929.390 METERS, NORTH-NORTHWEST OF THE
 KB1337'TRIANGULATION STATION.
 KB1337
 KB1337                          STATION RECOVERY (1977)
 KB1337
 KB1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KB1337'STATION RECOVERED AS DESCRIBED.
 KB1337'
 KB1337'VERTICAL ELEVATIONS ESTABLISHED BY AERO PARTY. (3RD ORDER).
 KB1337'
 KB1337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE DECATUR
 KB1337'MUNICIPAL AIRPORT.
 KB1337
 KB1337                          STATION RECOVERY (1989)
 KB1337
 KB1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KB1337'THE STATION IS LOCATED AT THE DECATUR AIRPORT AT THE END OF RUNWAY
 KB1337'18-36, 115.0 FT (35.1 M) E OF THE CENTERLINE END OF RUNWAY 18, 40.0 FT
 KB1337'(12.2 M) E OF THE E EDGE OF THE RUNWAY, 39.3 FT (12.0 M) SE OF THE
 KB1337'EASTERNMOST THRESHOLD LIGHT AND 10.2 FT (3.1 M) SW OF A STROBE LIGHT.
 KB1337'THE STATION IS A STANDARD TOPO DISK SET IN A CONCRETE MONUMENT FLUSH
 KB1337'WITH THE GROUND AND IS STAMPED AP 1965 STA A.  NOTE, GEODESY POSITION,
 KB1337'G-16597 PAGE 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1861 ***********************************************************************
 LB1861  DESIGNATION -  AP STA B
 LB1861  PID         -  LB1861
 LB1861  STATE/COUNTY-  IL/VERMILION
 LB1861  USGS QUAD   -  DANVILLE NE (1978)
 LB1861
 LB1861                         *CURRENT SURVEY CONTROL
 LB1861  ___________________________________________________________________
 LB1861* NAD 83(1986)-  40 11 37.     (N)    087 35 56.     (W)     SCALED    
 LB1861* NAVD 88     -       197.605  (meters)     648.31   (feet)  ADJUSTED  
 LB1861  ___________________________________________________________________
 LB1861  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LB1861  DYNAMIC HT  -         197.507 (meters)     647.99  (feet)  COMP
 LB1861  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 LB1861
 LB1861  VERT ORDER  -  SECOND    CLASS 0
 LB1861
 LB1861.This mark is at Vermilion County Airport (DNV)
 LB1861
 LB1861.The horizontal coordinates were scaled from a topographic map and have
 LB1861.an estimated accuracy of +/- 6 seconds.
 LB1861
 LB1861.The orthometric height was determined by differential leveling
 LB1861.and adjusted by the National Geodetic Survey in June 1991..
 LB1861
 LB1861.The geoid height was determined by GEOID03.
 LB1861
 LB1861.The dynamic height is computed by dividing the NAVD 88
 LB1861.geopotential number by the normal gravity value computed on the
 LB1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1861.degrees latitude (g = 980.6199 gals.).
 LB1861
 LB1861.The modeled gravity was interpolated from observed gravity values.
 LB1861
 LB1861;                    North         East    Units  Estimated Accuracy
 LB1861;SPC IL E     -   391,760.      362,540.      MT  (+/- 180 meters Scaled)
 LB1861
 LB1861                          SUPERSEDED SURVEY CONTROL
 LB1861
 LB1861  NGVD 29 (??/??/92)  197.647  (m)          648.45   (f) ADJ UNCH    2 0
 LB1861
 LB1861.Superseded values are not recommended for survey control.
 LB1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1861.See file dsdata.txt to determine how the superseded data were derived.
 LB1861
 LB1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK490494(NAD 83)
 LB1861_MARKER: DT = TOPOGRAPHIC STATION DISK
 LB1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1861_SP_SET: CONCRETE
 LB1861_STAMPING: AP 1964 STA. B
 LB1861_MARK LOGO: CGS   
 LB1861_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1861+STABILITY: SURFACE MOTION
 LB1861
 LB1861  HISTORY     - Date     Condition        Report By
 LB1861  HISTORY     - 1964     MONUMENTED       CGS
 LB1861  HISTORY     - 1968     GOOD             NGS
 LB1861  HISTORY     - 1982     GOOD             LOCSUR
 LB1861  HISTORY     - 19910615 GOOD             NGS
 LB1861
 LB1861                          STATION DESCRIPTION
 LB1861
 LB1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LB1861'5 MI NNE FROM DANVILLE.
 LB1861'MARK IS AT THE VERMILION COUNTY AIRPORT, ON THE FIELD, APPROX.
 LB1861'1900 FEET SOUTH OF THE TERMINAL BLDG. AT THE SOUTH END OF RUNWAY
 LB1861'3-21, 100 FT. SSE OF THE RUNWAY EDGE, 59.5 FT. NE OF TAXIWAY EDGE,
 LB1861'A STD TOPO DISK SET IN CONCRETE, FLUSH WITH THE GROUND.
 LB1861
 LB1861                          STATION RECOVERY (1968)
 LB1861
 LB1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LB1861'RECOVERED IN GOOD CONDITION.
 LB1861
 LB1861                          STATION RECOVERY (1982)
 LB1861
 LB1861'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LB1861'RECOVERED IN GOOD CONDITION.
 LB1861
 LB1861                          STATION RECOVERY (1991)
 LB1861
 LB1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LB1861'LOCATED AT VERMILION COUNTY AIRPORT, AT THE APPROACH TO RUNWAY END 3,
 LB1861'ABOUT 1900 FT (579.1 M) SOUTH OF THE TERMINAL BUILDING, 100 FT (30.5
 LB1861'M) SSE OF THE SE EDGE OF RUNWAY 3 AND 59.5 FT (18.1 M) NE OF THE NE
 LB1861'EDGE OF A TAXIWAY.  A TOPOGRAPHIC STATION DISK STAMPED AP 1964 STA B
 LB1861'IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0364 ***********************************************************************
 JB0364  DESIGNATION -  AP STA B
 JB0364  PID         -  JB0364
 JB0364  STATE/COUNTY-  IL/JEFFERSON
 JB0364  USGS QUAD   -  OPDYKE (1978)
 JB0364
 JB0364                         *CURRENT SURVEY CONTROL
 JB0364  ___________________________________________________________________
 JB0364* NAD 83(1986)-  38 19 03.     (N)    088 52 02.     (W)     SCALED    
 JB0364* NAVD 88     -       141.297  (meters)     463.57   (feet)  ADJUSTED  
 JB0364  ___________________________________________________________________
 JB0364  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 JB0364  DYNAMIC HT  -         141.206 (meters)     463.27  (feet)  COMP
 JB0364  MODELED GRAV-     979,984.1   (mgal)                       NAVD 88
 JB0364
 JB0364  VERT ORDER  -  SECOND    CLASS 0
 JB0364
 JB0364.This mark is at Mount Vernon Airport (MVN)
 JB0364
 JB0364.The horizontal coordinates were scaled from a topographic map and have
 JB0364.an estimated accuracy of +/- 6 seconds.
 JB0364
 JB0364.The orthometric height was determined by differential leveling
 JB0364.and adjusted by the National Geodetic Survey in June 1991..
 JB0364
 JB0364.The geoid height was determined by GEOID03.
 JB0364
 JB0364.The dynamic height is computed by dividing the NAVD 88
 JB0364.geopotential number by the normal gravity value computed on the
 JB0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0364.degrees latitude (g = 980.6199 gals.).
 JB0364
 JB0364.The modeled gravity was interpolated from observed gravity values.
 JB0364
 JB0364;                    North         East    Units  Estimated Accuracy
 JB0364;SPC IL E     -   183,350.      253,310.      MT  (+/- 180 meters Scaled)
 JB0364
 JB0364                          SUPERSEDED SURVEY CONTROL
 JB0364
 JB0364  NGVD 29 (??/??/92)  141.405  (m)          463.93   (f) ADJ UNCH    2 0
 JB0364
 JB0364.Superseded values are not recommended for survey control.
 JB0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0364.See file dsdata.txt to determine how the superseded data were derived.
 JB0364
 JB0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH367426(NAD 83)
 JB0364_MARKER: DT = TOPOGRAPHIC STATION DISK
 JB0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0364_STAMPING: AP 1967 STA B
 JB0364_MARK LOGO: CGS   
 JB0364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JB0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0364+STABILITY: SURFACE MOTION
 JB0364
 JB0364  HISTORY     - Date     Condition        Report By
 JB0364  HISTORY     - 1967     MONUMENTED       CGS
 JB0364  HISTORY     - 1970     GOOD             NGS
 JB0364  HISTORY     - 1977     GOOD             NGS
 JB0364  HISTORY     - 19910615 GOOD             NGS
 JB0364
 JB0364                          STATION DESCRIPTION
 JB0364
 JB0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JB0364'AT MT VERNON MUN AIRPORT.
 JB0364'LOCATED AT MT. VERNON MUNICIPAL AIRPORT.  150 FEET SE OF THE CL
 JB0364'RW END 5, 25 FEET SW OF THE EDGE OF A TAXIWAY.  A STANDARD TOP
 JB0364'DISK SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT ABOUT FLUSH
 JB0364'WITH THE GROUND.
 JB0364
 JB0364                          STATION RECOVERY (1970)
 JB0364
 JB0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0364'RECOVERED IN GOOD CONDITION.
 JB0364
 JB0364                          STATION RECOVERY (1977)
 JB0364
 JB0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JB0364'RECOVERED IN GOOD CONDITION.
 JB0364
 JB0364                          STATION RECOVERY (1991)
 JB0364
 JB0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JB0364'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE MT
 JB0364'VERNON-OUTLAND AIRPORT NEAR RUNWAY END 5.  THE STATION IS 100.4 FT
 JB0364'(30.6 M) SOUTHEAST OF THE CORNER OF THE RWY, 90.2 FT (27.5 M) 0
 JB0364'SOUTHEAST OF THE SOUTHERLY MOST THRESHOLD LIGHT, 61.0 FT (18.6 M)
 JB0364'NORTHWEST OF THE TAXIWAY LIGHT AT THE CORNER OF THE TAXIWAY, AND 24.9
 JB0364'FT (7.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY.  THE
 JB0364'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1967 STA B SET IN
 JB0364'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0133 ***********************************************************************
 LD0133  DESIGNATION -  APPLETON RESET
 LD0133  PID         -  LD0133
 LD0133  STATE/COUNTY-  IL/KNOX
 LD0133  USGS QUAD   -  APPLETON (1982)
 LD0133
 LD0133                         *CURRENT SURVEY CONTROL
 LD0133  ___________________________________________________________________
 LD0133* NAD 83(1997)-  40 54 36.94741(N)    090 09 45.75496(W)     ADJUSTED  
 LD0133* NAVD 88     -       215.48   (meters)     707.0    (feet)  RESET     
 LD0133  ___________________________________________________________________
 LD0133  X           -     -13,708.535 (meters)                     COMP
 LD0133  Y           -  -4,827,241.515 (meters)                     COMP
 LD0133  Z           -   4,155,016.458 (meters)                     COMP
 LD0133  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 LD0133  ELLIP HEIGHT-         182.43  (meters)          (10/21/99) GPS OBS
 LD0133  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0133
 LD0133  HORZ ORDER  -  SECOND
 LD0133  VERT ORDER  -  THIRD
 LD0133  ELLP ORDER  -  FOURTH    CLASS I
 LD0133
 LD0133.The horizontal coordinates were established by classical geodetic methods
 LD0133.and adjusted by the National Geodetic Survey in October 1999..
 LD0133
 LD0133.The orthometric height was computed from unverified reset data.
 LD0133
 LD0133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0133
 LD0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0133
 LD0133.The ellipsoidal height was determined by GPS observations
 LD0133.and is referenced to NAD 83.
 LD0133
 LD0133.The geoid height was determined by GEOID03.
 LD0133
 LD0133;                    North         East     Units Scale Factor Converg.
 LD0133;SPC IL W     -   471,060.572   700,333.351   MT  0.99994118   +0 00 09.3
 LD0133;SPC IL W     - 1,545,471.23  2,297,677.00   sFT  0.99994118   +0 00 09.3
 LD0133;UTM  15      - 4,532,671.852   738,957.875   MT  1.00030286   +1 51 32.2
 LD0133
 LD0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0133!SPC IL W     -   0.99997138  x   0.99994118  =   0.99991257
 LD0133!UTM  15      -   0.99997138  x   1.00030286  =   1.00027424
 LD0133
 LD0133|---------------------------------------------------------------------|
 LD0133| PID    Reference Object                     Distance      Geod. Az  |
 LD0133|                                                           dddmmss.s |
 LD0133| LD0135 APPLETON RM 1                        12.191 METERS 09047     |
 LD0133| LD0134 APPLETON RM 3                        12.198 METERS 09048     |
 LD0133| CL8816 APPLETON AZ MK                                     0920614.4 |
 LD0133| LD0131 APPLETON RM 2                        23.455 METERS 18017     |
 LD0133|---------------------------------------------------------------------|
 LD0133
 LD0133                          SUPERSEDED SURVEY CONTROL
 LD0133
 LD0133  NAD 83(1997)-  40 54 36.94979(N)    090 09 45.75540(W) AD(       ) 2
 LD0133  NAD 83(1986)-  40 54 36.95504(N)    090 09 45.76297(W) AD(       ) 2
 LD0133  NAD 27      -  40 54 36.82070(N)    090 09 45.32820(W) AD(       ) 2
 LD0133  NGVD 29 (06/25/91)  215.52   (m)          707.1    (f) LEVELING    3  
 LD0133
 LD0133.Superseded values are not recommended for survey control.
 LD0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0133.See file dsdata.txt to determine how the superseded data were derived.
 LD0133
 LD0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3895832672(NAD 83)
 LD0133_MARKER: DS = TRIANGULATION STATION DISK
 LD0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0133_SP_SET: CONCRETE POST
 LD0133_STAMPING: APPLETON 1959 1971
 LD0133_MARK LOGO: NGS   
 LD0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0133+STABILITY: SURFACE MOTION
 LD0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0133+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1990
 LD0133
 LD0133  HISTORY     - Date     Condition        Report By
 LD0133  HISTORY     - 1971     MONUMENTED       NGS
 LD0133  HISTORY     - 1971     GOOD             NGS
 LD0133  HISTORY     - 1973     GOOD             USGS
 LD0133  HISTORY     - 19901003 GOOD             NGS
 LD0133  HISTORY     - 19971107 GOOD             USPSQD
 LD0133
 LD0133                          STATION DESCRIPTION
 LD0133
 LD0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LD0133'THE UNDERGROUND STATION MARK AND REFERENCE 2 WERE FOUND IN GOOD
 LD0133'CONDITION.  THE SURFACE STATION MARK WAS FOUND WITH THE DISK
 LD0133'SHEARED OFF BY A MOWER AS WAS REFERENCE MARK 1.  THE AZIMUTH
 LD0133'MARK WAS FOUND WITH THE DISK SHEARED OFF BUT THE STEM LEFT AND THE
 LD0133'CENTER OF THE STEM WAS HELD AND A NEW DISK SET.  A NEW SURFACE
 LD0133'STATION MARK AND REFERENCE MARK 3 WAS SET.  THE DISTANCE AND
 LD0133'DIRECTION TO REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION
 LD0133'FOLLOWS--
 LD0133'
 LD0133'STATION IS LOCATED ABOUT 1-3/4 MILES SOUTH OF APPLETON, ON ROAD
 LD0133'RIGHT-OF-WAY, 0.3 MILE WEST OF THE INTERSECTION OF U.S. HIGHWAY
 LD0133'150 AND APPLETON ROAD, 1 FOOT EAST OF A METAL WITNESS POST, 246
 LD0133'FEET WEST OF THE WEST GATE POST OF FIELD ENTRANCE, 37 FEET NORTH
 LD0133'OF THE CENTERLINE OF U.S. HIGHWAY 150, 1.7 FEET SOUTH OF A
 LD0133'METAL WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE STATION
 LD0133'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED APPLETON
 LD0133'1959 1971.
 LD0133'
 LD0133'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150,
 LD0133'STATE HIGHWAY 97 (ABOUT 1-1/2 MILES EAST OF KNOXVILLE), GO
 LD0133'EAST ON HIGHWAY 150 FOR 4.8 MILES TO THE STATION ON THE LEFT.
 LD0133'CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILE TO THE AZIMUTH MARK
 LD0133'ON THE RIGHT.
 LD0133'
 LD0133'REFERENCE MARK 2 IS 40 FEET SOUTH OF THE CENTERLINE OF THE
 LD0133'HIGHWAY, 1 FOOT NORTH OF A FENCE AND 258 FEET SOUTHWEST
 LD0133'AND ACROSS THE ROAD FROM THE WEST GATE POST.  THE MONUMENT
 LD0133'PROJECTS 3 INCHES AND THE DISK IS STAMPED APPLETON NO 2 1959.
 LD0133'
 LD0133'REFERENCE MARK 3 IS 37 FEET NORTH OF THE CENTERLINE OF THE
 LD0133'HIGHWAY, 2 FEET SOUTH OF THE FENCE AND 206 FEET WEST OF THE WEST
 LD0133'GATE POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 LD0133'IS STAMPED APPLETON 1959 NO 3 1971.
 LD0133'
 LD0133'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTERLINE OF THE
 LD0133'HIGHWAY, 2 FEET NORTH OF A FENCE, 1 FOOT NORTH OF A METAL
 LD0133'WITNESS POST AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 LD0133'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED APPLETON 1959
 LD0133'1971.
 LD0133
 LD0133                          STATION RECOVERY (1971)
 LD0133
 LD0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LD0133'6.1 MI E FROM KNOXVILLE.
 LD0133'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0133'AT KNOXVILLE, 0.3 MILE WEST OF APPLETON ROAD, 1 3/4 MILES SOUTH
 LD0133'OF APPLETON, 1 FOOT EAST OF A METAL WITNESS POST, 246 FEET WEST
 LD0133'OF THE WEST GATE POST OF FIELD ENTRANCE, 37 FEET NORTH OF THE
 LD0133'CENTERLINE OF THE HIGHWAY, 1.7 FEET SOUTH OF A METAL WITNESS
 LD0133'POST, 2 FEET SOUTH OF A FENCE, SET IN THE TOP OF A SQUARE
 LD0133'CONCRETE POST PROJECTING 2 INCHES.
 LD0133
 LD0133                          STATION RECOVERY (1973)
 LD0133
 LD0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0133'STATION, R.M. 2, R.M. 3, AND AZ. MK. FOUND IN GOOD CONDITION.
 LD0133'
 LD0133'DIRECTIONS AND DISTANCES CHECKED OK
 LD0133'
 LD0133'DESCRIPTION IS ADEQUATE.
 LD0133
 LD0133                          STATION RECOVERY (1990)
 LD0133
 LD0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LD0133'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 LD0133'SEARCHEDFOR.  STATE ADVISOR WILL PUT ELEVATION ON THIS MARK BEFORE
 LD0133'SURVEY. STATION IS LOCATED ABOUT 10 KM (6.2 MI) EAST OF KNOXVILLE, ON
 LD0133'THE RIGHT-OF-WAY OF US HIGHWAY 150, 0.45 KM (0.28 MI) WEST OF A PAVED
 LD0133'ROAD LEADING NORTH, IN EAST CENTRAL SECTION 28, T 11 N, R 3 E.
 LD0133'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 LD0133'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 74 AND US HIGHWAY 150
 LD0133'(EXIT 54) ABOUT 3 KM (1.9 MI) EAST OF KNOXVILLE, GO NORTH NORTHEAST
 LD0133'ON HIGHWAY 150 FOR 0.20 KM (0.12 MI) TO A PAVED ROAD RIGHT.  TURN
 LD0133'RIGHT, EASTERLY, ON HIGHWAY 150 FOR 3.06 KM (1.90 MI) TO PAVED ROAD
 LD0133'1200 E ON THE RIGHT.  CONTINUE EAST FOR 4.14 KM (2.57 MI) TO A BRICK
 LD0133'HOUSE ON THE LEFT JUST PAST TWO RED BARNS.  CONTINUE EAST FOR 0.18 KM
 LD0133'(0.11 MI) TO THE STATION ON THE LEFT.
 LD0133'STATION MARK IS SET IN THE TOP OF A 30-CM CHIPPED, SQUARE CONCRETE
 LD0133'POST PROJECTING 2 CM.  IT IS 11.4 M (37.4 FT) NORTH OF, AND LEVEL
 LD0133'WITH THE HIGHWAY CENTER, 45.2 M (148.3 FT) EAST OF A LONE 50-CM TREE
 LD0133'ON THE RIGHT-OF-WAY, 71.1 M (233.3 FT) WEST OF WEST GATEPOST AT FIELD
 LD0133'ENTRANCE, 0.5 M (1.6 FT) SOUTH OF THE FENCE, 0.3 M (1.0 FT) SOUTH OF
 LD0133'A WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A METAL WITNESS POST.
 LD0133
 LD0133                          STATION RECOVERY (1997)
 LD0133
 LD0133'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0131 ***********************************************************************
 LD0131  DESIGNATION -  APPLETON RM 2
 LD0131  PID         -  LD0131
 LD0131  STATE/COUNTY-  IL/KNOX
 LD0131  USGS QUAD   -  APPLETON (1982)
 LD0131
 LD0131                         *CURRENT SURVEY CONTROL
 LD0131  ___________________________________________________________________
 LD0131* NAD 83(1986)-  40 54 36.     (N)    090 09 45.     (W)     SCALED    
 LD0131* NAVD 88     -       215.520  (meters)     707.09   (feet)  ADJUSTED  
 LD0131  ___________________________________________________________________
 LD0131  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0131  DYNAMIC HT  -         215.425 (meters)     706.77  (feet)  COMP
 LD0131  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 LD0131
 LD0131  VERT ORDER  -  SECOND    CLASS 0
 LD0131
 LD0131.The horizontal coordinates were scaled from a topographic map and have
 LD0131.an estimated accuracy of +/- 6 seconds.
 LD0131
 LD0131.The orthometric height was determined by differential leveling
 LD0131.and adjusted by the National Geodetic Survey in June 1991..
 LD0131
 LD0131.The geoid height was determined by GEOID03.
 LD0131
 LD0131.The dynamic height is computed by dividing the NAVD 88
 LD0131.geopotential number by the normal gravity value computed on the
 LD0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0131.degrees latitude (g = 980.6199 gals.).
 LD0131
 LD0131.The modeled gravity was interpolated from observed gravity values.
 LD0131
 LD0131;                    North         East    Units  Estimated Accuracy
 LD0131;SPC IL W     -   471,030.      700,350.      MT  (+/- 180 meters Scaled)
 LD0131
 LD0131                          SUPERSEDED SURVEY CONTROL
 LD0131
 LD0131  NGVD 29 (??/??/92)  215.587  (m)          707.30   (f) ADJ UNCH    2 0
 LD0131
 LD0131.Superseded values are not recommended for survey control.
 LD0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0131.See file dsdata.txt to determine how the superseded data were derived.
 LD0131
 LD0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF389326(NAD 83)
 LD0131_MARKER: DR = REFERENCE MARK DISK
 LD0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0131_STAMPING: APPLETON NO 2 1959
 LD0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0131+STABILITY: SURFACE MOTION
 LD0131
 LD0131  HISTORY     - Date     Condition        Report By
 LD0131  HISTORY     - 1959     MONUMENTED       CGS
 LD0131  HISTORY     - 1971     GOOD             NGS
 LD0131  HISTORY     - 19971107 GOOD             USPSQD
 LD0131
 LD0131                          STATION DESCRIPTION
 LD0131
 LD0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0131'6.1 MI E FROM KNOXVILLE.
 LD0131'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0131'AT KNOXVILLE, 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.5
 LD0131'FEET NORTH OF FENCE LINE, 258 FEET SOUTHWEST AND ACROSS THE
 LD0131'HIGHWAY FROM THE WEST END OF A GATE, 180 FEET SOUTHWEST AND
 LD0131'ACROSS THE HIGHWAY FROM THE 2ND POWER POLE EAST OF A DRIVEWAY
 LD0131'NORTH TO A FARM HOUSE, 77.0 FEET SOUTH AND ACROSS THE HIGHWAY
 LD0131'FROM TRIANGULATION STATION APPLETON, 78.9 FEET SOUTH OF A METAL
 LD0131'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET
 LD0131'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LD0131
 LD0131                          STATION RECOVERY (1971)
 LD0131
 LD0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LD0131'RECOVERED IN GOOD CONDITION.
 LD0131
 LD0131                          STATION RECOVERY (1997)
 LD0131
 LD0131'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0134 ***********************************************************************
 LD0134  DESIGNATION -  APPLETON RM 3
 LD0134  PID         -  LD0134
 LD0134  STATE/COUNTY-  IL/KNOX
 LD0134  USGS QUAD   -  APPLETON (1982)
 LD0134
 LD0134                         *CURRENT SURVEY CONTROL
 LD0134  ___________________________________________________________________
 LD0134* NAD 83(1986)-  40 54 36.     (N)    090 09 45.     (W)     SCALED    
 LD0134* NAVD 88     -       215.49   (meters)     707.0    (feet)  RESET     
 LD0134  ___________________________________________________________________
 LD0134  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0134
 LD0134  VERT ORDER  -  THIRD
 LD0134
 LD0134.The horizontal coordinates were scaled from a topographic map and have
 LD0134.an estimated accuracy of +/- 6 seconds.
 LD0134
 LD0134.The orthometric height was computed from unverified reset data.
 LD0134
 LD0134.The geoid height was determined by GEOID03.
 LD0134
 LD0134;                    North         East    Units  Estimated Accuracy
 LD0134;SPC IL W     -   471,030.      700,350.      MT  (+/- 180 meters Scaled)
 LD0134
 LD0134                          SUPERSEDED SURVEY CONTROL
 LD0134
 LD0134.No superseded survey control is available for this station.
 LD0134
 LD0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF389326(NAD 83)
 LD0134_MARKER: DR = REFERENCE MARK DISK
 LD0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0134_STAMPING: APPLETON 1959 NO 3 1971
 LD0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0134+STABILITY: SURFACE MOTION
 LD0134
 LD0134  HISTORY     - Date     Condition        Report By
 LD0134  HISTORY     - 1971     MONUMENTED       NGS
 LD0134
 LD0134                          STATION DESCRIPTION
 LD0134
 LD0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LD0134'6.1 MI E FROM KNOXVILLE.
 LD0134'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0134'AT KNOXVILLE, 1 3/4 MILES SOUTH OF APPLETON, 0.3 MILES WEST
 LD0134'OF APPLETON ROAD, 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LD0134'2 FEET SOUTH OF A FENCE, 206 FEET WEST OF THE WEST GATE POST OF A
 LD0134'FIELD ENTRANCE, SET IN THE TOP OF A SQUARE CONCRETE POST
 LD0134'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0010 ***********************************************************************
 KB0010  DESIGNATION -  ARCOLA 1932
 KB0010  PID         -  KB0010
 KB0010  STATE/COUNTY-  IL/DOUGLAS
 KB0010  USGS QUAD   -  ARCOLA (1983)
 KB0010
 KB0010                         *CURRENT SURVEY CONTROL
 KB0010  ___________________________________________________________________
 KB0010* NAD 83(1986)-  39 41 06.     (N)    088 18 23.     (W)     SCALED    
 KB0010* NAVD 88     -       206.548  (meters)     677.65   (feet)  ADJUSTED  
 KB0010  ___________________________________________________________________
 KB0010  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0010  DYNAMIC HT  -         206.436 (meters)     677.28  (feet)  COMP
 KB0010  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 KB0010
 KB0010  VERT ORDER  -  FIRST     CLASS II
 KB0010
 KB0010.The horizontal coordinates were scaled from a topographic map and have
 KB0010.an estimated accuracy of +/- 6 seconds.
 KB0010
 KB0010.The orthometric height was determined by differential leveling
 KB0010.and adjusted by the National Geodetic Survey in June 1991..
 KB0010
 KB0010.The geoid height was determined by GEOID03.
 KB0010
 KB0010.The dynamic height is computed by dividing the NAVD 88
 KB0010.geopotential number by the normal gravity value computed on the
 KB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0010.degrees latitude (g = 980.6199 gals.).
 KB0010
 KB0010.The modeled gravity was interpolated from observed gravity values.
 KB0010
 KB0010;                    North         East    Units  Estimated Accuracy
 KB0010;SPC IL E     -   335,030.      302,310.      MT  (+/- 180 meters Scaled)
 KB0010
 KB0010                          SUPERSEDED SURVEY CONTROL
 KB0010
 KB0010  NGVD 29 (??/??/92)  206.626  (m)          677.91   (f) ADJ UNCH    1 2
 KB0010
 KB0010.Superseded values are not recommended for survey control.
 KB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0010.See file dsdata.txt to determine how the superseded data were derived.
 KB0010
 KB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ879936(NAD 83)
 KB0010_MARKER: DB = BENCH MARK DISK
 KB0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0010_STAMPING: ARCOLA 1932
 KB0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0010+STABILITY: SURFACE MOTION
 KB0010
 KB0010  HISTORY     - Date     Condition        Report By
 KB0010  HISTORY     - 1932     MONUMENTED       CGS
 KB0010  HISTORY     - 1959     GOOD             NGS
 KB0010  HISTORY     - 1974     GOOD             ILHD
 KB0010
 KB0010                          STATION DESCRIPTION
 KB0010
 KB0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KB0010'AT ARCOLA.
 KB0010'AT ARCOLA, AT THE SOUTHWEST CORNER OF MAIN AND LOCUST STREETS,
 KB0010'EAST OF THE FIRST NATIONAL BANK, 33 FEET SOUTH OF THE SOUTH CURB
 KB0010'OF LOCUST STREET, 6 FEET WEST OF THE WEST CURB OF MAIN STREET,
 KB0010'ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A TILE FILLED
 KB0010'WITH CONCRETE.  NOTE-- FIRST NATIONAL BANK IS NOW ARCOLA
 KB0010'HOMESTEAD AND LOAN ASSOCIATION.
 KB0010
 KB0010                          STATION RECOVERY (1974)
 KB0010
 KB0010'RECOVERY NOTE BY IL HIGHWAY DEPT 1974
 KB0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1164 ***********************************************************************
 KB1164  DESIGNATION -  ARCOLA MUNICIPAL TANK 1980
 KB1164  PID         -  KB1164
 KB1164  STATE/COUNTY-  IL/DOUGLAS
 KB1164  USGS QUAD   -  ARCOLA (1983)
 KB1164
 KB1164                         *CURRENT SURVEY CONTROL
 KB1164  ___________________________________________________________________
 KB1164* NAD 83(1997)-  39 41 09.83804(N)    088 18 27.55943(W)     ADJUSTED  
 KB1164* NAVD 88     -                                                        
 KB1164  ___________________________________________________________________
 KB1164  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 KB1164  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB1164
 KB1164  HORZ ORDER  -  THIRD
 KB1164
 KB1164.The horizontal coordinates were established by classical geodetic methods
 KB1164.and adjusted by the National Geodetic Survey in October 1999..
 KB1164
 KB1164
 KB1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1164
 KB1164.The geoid height was determined by GEOID03.
 KB1164
 KB1164;                    North         East     Units Scale Factor Converg.
 KB1164;SPC IL E     -   335,144.913   302,202.691   MT  0.99997506   +0 00 59.0
 KB1164;SPC IL E     - 1,099,554.60    991,476.66   sFT  0.99997506   +0 00 59.0
 KB1164;UTM  16      - 4,393,731.776   387,867.631   MT  0.99975480   -0 50 06.5
 KB1164
 KB1164                          SUPERSEDED SURVEY CONTROL
 KB1164
 KB1164  NAD 83(1997)-  39 41 09.83710(N)    088 18 27.55861(W) AD(       ) 4
 KB1164  NAD 83(1986)-  39 41 09.84999(N)    088 18 27.55463(W) AD(       ) 4
 KB1164  NAD 27      -  39 41 09.72881(N)    088 18 27.40217(W) AD(       ) 3
 KB1164
 KB1164.Superseded values are not recommended for survey control.
 KB1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1164.See file dsdata.txt to determine how the superseded data were derived.
 KB1164
 KB1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8786893732(NAD 83)
 KB1164_MARKER: 53 = ELEVATED TANK
 KB1164
 KB1164  HISTORY     - Date     Condition        Report By
 KB1164  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1164
 KB1164                          STATION DESCRIPTION
 KB1164
 KB1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1164'THE STATION, ARCOLA MUNICIPAL WATER TANK, IS THE TOP CENTER OF A
 KB1164'140 FEET PEDESTAL ELEVATED WATER TANK, LIGHT GREEN IN COLOR WITH
 KB1164'BLACK LETTERING (ARCOLA) AND IS OWNED BY THE CITY OF ARCOLA.
 KB1164'
 KB1164'THE STATION IS LOCATED IN THE CENTER OF ARCOLA, NORTHEAST OF THE
 KB1164'INTERSECTION OF NORTH OAK STREET AND EAST JEFFERSON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1332 ***********************************************************************
 KB1332  DESIGNATION -  ARGENTA MUN TANK
 KB1332  PID         -  KB1332
 KB1332  STATE/COUNTY-  IL/MACON
 KB1332  USGS QUAD   -  ARGENTA (1975)
 KB1332
 KB1332                         *CURRENT SURVEY CONTROL
 KB1332  ___________________________________________________________________
 KB1332* NAD 83(1997)-  39 58 57.31626(N)    088 49 27.75912(W)     ADJUSTED  
 KB1332* NAVD 88     -                                                        
 KB1332  ___________________________________________________________________
 KB1332  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KB1332  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB1332
 KB1332  HORZ ORDER  -  THIRD
 KB1332
 KB1332.The horizontal coordinates were established by classical geodetic methods
 KB1332.and adjusted by the National Geodetic Survey in October 1999..
 KB1332
 KB1332
 KB1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1332
 KB1332.The geoid height was determined by GEOID03.
 KB1332
 KB1332;                    North         East     Units Scale Factor Converg.
 KB1332;SPC IL E     -   368,182.499   258,058.151   MT  0.99999665   -0 18 55.9
 KB1332;SPC IL E     - 1,207,945.42    846,645.78   sFT  0.99999665   -0 18 55.9
 KB1332;SPC IL W     -   368,917.564   814,647.462   MT  1.00010293   +0 51 45.3
 KB1332;SPC IL W     - 1,210,357.04  2,672,722.55   sFT  1.00010293   +0 51 45.3
 KB1332;UTM  16      - 4,427,418.479   344,227.491   MT  0.99989872   -1 10 21.0
 KB1332
 KB1332                          SUPERSEDED SURVEY CONTROL
 KB1332
 KB1332  NAD 83(1986)-  39 58 57.32516(N)    088 49 27.75487(W) AD(       ) 4
 KB1332  NAD 27      -  39 58 57.19754(N)    088 49 27.49449(W) AD(       ) 3
 KB1332
 KB1332.Superseded values are not recommended for survey control.
 KB1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1332.See file dsdata.txt to determine how the superseded data were derived.
 KB1332
 KB1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK4422727418(NAD 83)
 KB1332_MARKER: 53 = ELEVATED TANK
 KB1332
 KB1332  HISTORY     - Date     Condition        Report By
 KB1332  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1332
 KB1332                          STATION DESCRIPTION
 KB1332
 KB1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1332'ARGENTA MUNICIPAL WATER TANK IS A 4-LEGGED STEEL STRUCTURE,
 KB1332'WITH ELIPSOIDAL TOP AND BOTTOM TANK, AND AN OVERALL HEIGHT OF
 KB1332'ABOUT 135 FEET.  THE STRUCTURE IS PAINTED PALE BLUE AND THE
 KB1332'TANK HAS THE LETTERS ARGENTA IN BLACK ON THE NORTH AND SOUTH
 KB1332'SIDE.
 KB1332'
 KB1332'THE TANK IS LOCATED IN THE WEST PART OF ARGENTA, ABOUT 0.1
 KB1332'MILE SOUTHWEST OF THE POST OFFICE.
 KB1332'
 KB1332'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1331 ***********************************************************************
 KB1331  DESIGNATION -  ARGENTA TV STA MAST
 KB1331  PID         -  KB1331
 KB1331  STATE/COUNTY-  IL/MACON
 KB1331  USGS QUAD   -  ARGENTA (1975)
 KB1331
 KB1331                         *CURRENT SURVEY CONTROL
 KB1331  ___________________________________________________________________
 KB1331* NAD 83(1997)-  39 57 08.40326(N)    088 49 56.38120(W)     ADJUSTED  
 KB1331* NAVD 88     -                                                        
 KB1331  ___________________________________________________________________
 KB1331  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 KB1331  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KB1331
 KB1331  HORZ ORDER  -  THIRD
 KB1331
 KB1331.The horizontal coordinates were established by classical geodetic methods
 KB1331.and adjusted by the National Geodetic Survey in October 1999..
 KB1331
 KB1331
 KB1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1331
 KB1331.The geoid height was determined by GEOID03.
 KB1331
 KB1331;                    North         East     Units Scale Factor Converg.
 KB1331;SPC IL E     -   364,827.151   257,360.268   MT  0.99999737   -0 19 13.6
 KB1331;SPC IL E     - 1,196,937.08    844,356.15   sFT  0.99999737   -0 19 13.6
 KB1331;SPC IL W     -   365,548.227   814,018.626   MT  1.00010116   +0 51 25.0
 KB1331;SPC IL W     - 1,199,302.81  2,670,659.44   sFT  1.00010116   +0 51 25.0
 KB1331;UTM  16      - 4,424,074.264   343,479.590   MT  0.99990160   -1 10 36.7
 KB1331
 KB1331                          SUPERSEDED SURVEY CONTROL
 KB1331
 KB1331  NAD 83(1986)-  39 57 08.41241(N)    088 49 56.37625(W) AD(       ) 4
 KB1331  NAD 27      -  39 57 08.28151(N)    088 49 56.10769(W) AD(       ) 3
 KB1331
 KB1331.Superseded values are not recommended for survey control.
 KB1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1331.See file dsdata.txt to determine how the superseded data were derived.
 KB1331
 KB1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK4348024074(NAD 83)
 KB1331_MARKER: 42 = RADIO/TV MAST
 KB1331
 KB1331  HISTORY     - Date     Condition        Report By
 KB1331  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1331
 KB1331                          STATION DESCRIPTION
 KB1331
 KB1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1331'ARGENTA, TELEVISION STATION WAND MAST IS A TRIANGULAR STEEL
 KB1331'STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE,
 KB1331'AND HAS AN OVERALL HEIGHT OF 1064 FEET.
 KB1331'
 KB1331'IT IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF ARGENTA AND
 KB1331'2 MILES NORTHEAST OF OREANA.
 KB1331'
 KB1331'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 47 AND 48, AND
 KB1331'COUNTY ROAD 549 IN OREANA, GO NORTHEAST ON HIGHWAY 47 AND 48
 KB1331'FOR 1.3 MILES TO AN ANGLE CROSSROAD.  TURN RIGHT AND GO EAST
 KB1331'FOR 1.1 MILES TO THE MAST ON THE RIGHT.
 KB1331'
 KB1331'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3122 ***********************************************************************
 ME3122  DESIGNATION -  ARGO CORN PROD REFINING E STK
 ME3122  PID         -  ME3122
 ME3122  STATE/COUNTY-  IL/COOK
 ME3122  USGS QUAD   -  BERWYN (1993)
 ME3122
 ME3122                         *CURRENT SURVEY CONTROL
 ME3122  ___________________________________________________________________
 ME3122* NAD 83(1997)-  41 46 39.77787(N)    087 49 23.86572(W)     ADJUSTED  
 ME3122* NAVD 88     -                                                        
 ME3122  ___________________________________________________________________
 ME3122  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 ME3122  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 ME3122
 ME3122  HORZ ORDER  -  THIRD
 ME3122
 ME3122.The horizontal coordinates were established by classical geodetic methods
 ME3122.and adjusted by the National Geodetic Survey in October 1999..
 ME3122
 ME3122
 ME3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3122
 ME3122.The geoid height was determined by GEOID03.
 ME3122
 ME3122;                    North         East     Units Scale Factor Converg.
 ME3122;SPC IL E     -   567,539.643   342,402.727   MT  0.99999712   +0 20 23.3
 ME3122;SPC IL E     - 1,862,002.98  1,123,366.28   sFT  0.99999712   +0 20 23.3
 ME3122;UTM  16      - 4,625,424.294   431,579.533   MT  0.99965761   -0 32 54.7
 ME3122
 ME3122                          SUPERSEDED SURVEY CONTROL
 ME3122
 ME3122  NAD 83(1997)-  41 46 39.77798(N)    087 49 23.86609(W) AD(       ) 4
 ME3122  NAD 83(1997)-  41 46 39.78096(N)    087 49 23.87421(W) AD(       ) 4
 ME3122  NAD 83(1986)-  41 46 39.78164(N)    087 49 23.87381(W) AD(       ) 4
 ME3122  NAD 27      -  41 46 39.66914(N)    087 49 23.67006(W) AD(       ) 3
 ME3122
 ME3122.Superseded values are not recommended for survey control.
 ME3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3122.See file dsdata.txt to determine how the superseded data were derived.
 ME3122
 ME3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3158025424(NAD 83)
 ME3122_MARKER: 63 = STACK
 ME3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3122+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 ME3122
 ME3122  HISTORY     - Date     Condition        Report By
 ME3122  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3122  HISTORY     - 1987     GOOD             USPSQD
 ME3122  HISTORY     - 1988     GOOD             USPSQD
 ME3122  HISTORY     - 1989     GOOD             USPSQD
 ME3122  HISTORY     - 19960910 GOOD             USPSQD
 ME3122  HISTORY     - 20060603 GOOD             GEOCAC
 ME3122
 ME3122                          STATION DESCRIPTION
 ME3122
 ME3122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3122'THE STATION IS THE CENTER OF THE TOP OF THE EAST ONE OF TWO
 ME3122'STACKS ON THE
 ME3122'POWER PLANT OF THE ARGO CORN PRODUCTS REFINING COMPANY LOCATED AT THE
 ME3122'NORTH SIDE OF THE FACTORY AREA
 ME3122'0.3 MILE WEST OF ARCHER AVENUE (STATE HIGHWAY 42A) WHERE
 ME3122'THE VILLAGES OF ARGO, SUMMIT AND BEDFORD PARK
 ME3122'COME TOGETHER.  IT IS A METAL STACK
 ME3122'PAINTED IN ALTERNATE BANDS OF ORANGE AND WHITE AND 250 FEET HIGH
 ME3122'OVER-ALL.
 ME3122
 ME3122                          STATION RECOVERY (1987)
 ME3122
 ME3122'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3122'RECOVERED IN GOOD CONDITION.
 ME3122
 ME3122                          STATION RECOVERY (1988)
 ME3122
 ME3122'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 ME3122'RECOVERED IN GOOD CONDITION.
 ME3122
 ME3122                          STATION RECOVERY (1989)
 ME3122
 ME3122'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3122'RECOVERED IN GOOD CONDITION.
 ME3122
 ME3122                          STATION RECOVERY (1996)
 ME3122
 ME3122'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3122'RECOVERED IN GOOD CONDITION.
 ME3122
 ME3122                          STATION RECOVERY (2006)
 ME3122
 ME3122'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 ME3122'A STACK MATCHING THE DATASHEET DESCRIPTION WAS OBSERVED FROM A
 ME3122'DISTANCE OF APPROXIMATELY ONE HALF OF ONE MILE USING GARMIN GPS72.
 ME3122'COORDINATES SPECIFIC TO THE MARK CANNOT BE PROVIDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1257 ***********************************************************************
 MF1257  DESIGNATION -  ARGONNE D CO
 MF1257  PID         -  MF1257
 MF1257  STATE/COUNTY-  IL/DU PAGE
 MF1257  USGS QUAD   -  ROMEOVILLE (1993)
 MF1257
 MF1257                         *CURRENT SURVEY CONTROL
 MF1257  ___________________________________________________________________
 MF1257* NAD 83(1986)-  41 42 39.     (N)    088 00 23.     (W)     SCALED    
 MF1257* NAVD 88     -       229.897  (meters)     754.25   (feet)  ADJUSTED  
 MF1257  ___________________________________________________________________
 MF1257  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MF1257  DYNAMIC HT  -         229.814 (meters)     753.98  (feet)  COMP
 MF1257  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 MF1257
 MF1257  VERT ORDER  -  THIRD
 MF1257
 MF1257.The horizontal coordinates were scaled from a topographic map and have
 MF1257.an estimated accuracy of +/- 6 seconds.
 MF1257
 MF1257.The orthometric height was determined by differential leveling
 MF1257.and adjusted by the National Geodetic Survey in June 1991..
 MF1257
 MF1257.The geoid height was determined by GEOID03.
 MF1257
 MF1257.The dynamic height is computed by dividing the NAVD 88
 MF1257.geopotential number by the normal gravity value computed on the
 MF1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1257.degrees latitude (g = 980.6199 gals.).
 MF1257
 MF1257.The modeled gravity was interpolated from observed gravity values.
 MF1257
 MF1257;                    North         East    Units  Estimated Accuracy
 MF1257;SPC IL E     -   560,040.      327,210.      MT  (+/- 180 meters Scaled)
 MF1257
 MF1257                          SUPERSEDED SURVEY CONTROL
 MF1257
 MF1257.No superseded survey control is available for this station.
 MF1257
 MF1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM162181(NAD 83)
 MF1257_MARKER: I = METAL ROD
 MF1257_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1257_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1257+STABILITY: POSITION/ELEVATION WELL
 MF1257
 MF1257  HISTORY     - Date     Condition        Report By
 MF1257  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1257  HISTORY     - 19960420 GOOD             USPSQD
 MF1257  HISTORY     - 20050611 MARK NOT FOUND   GEOCAC
 MF1257
 MF1257                          STATION DESCRIPTION
 MF1257
 MF1257'DESCRIBED BY MARCHESE AND SONS 1983
 MF1257'2.5 MI NORTH FROM LEMONT.
 MF1257'2.5 MILES NORTH OF LEMONT, 2.8 MILES SOUTH OF WOODRIDGE AND IS ON THE
 MF1257'EAST SIDE OF LEMONT ROAD, 0.4 MILE SOUTH ALONG LEMONT ROAD FROM THE
 MF1257'JUNCTION OF INTERSTATE HIGHWAY 55 AND LEMONT ROAD TO MARK ON LEFT, AT
 MF1257'THE SOUTHEAST CORNER OF THE INTERSECTION WITH WESTGATE ROAD TO ARGONNE
 MF1257'NATIONAL LABORATORY, 131.9 FEET SOUTH-SOUTHEAST OF SOUTHWEST BOLT IN
 MF1257'BASE OF STREETLAMP STANDARD, 47.2 FEET EAST-SOUTHEAST OF SOUTHWEST
 MF1257'CORNER OF CONCRETE BASE OF STREET SIGN POST, 150.0 FEET NORTH OF THE
 MF1257'NORTHEAST CORNER OF A CONCRETE FOUNDATION FOR A BRICK BUILDING, A
 MF1257'STAINLESS STEEL ROD IN SLEEVE ENCASED IN CAST ALUMINUM CYLINDER,
 MF1257'CYLINDER COVER IS FLUSH WITH SURROUNDING GROUND.  NOTE--NO DEPTH FOR
 MF1257'ROD WAS GIVEN.
 MF1257
 MF1257                          STATION RECOVERY (1996)
 MF1257
 MF1257'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1257'RECOVERED IN GOOD CONDITION.
 MF1257
 MF1257                          STATION RECOVERY (2005)
 MF1257
 MF1257'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 MF1257'RATHER THOROUGH SEARCH OF THE AREA WAS MADE.  PIPELINE AND ELCTRICAL
 MF1257'MARKERS WERE IN THE AREA OF THE BM'S COORDINATES, BUT NO BM FOUND.
 MF1257'MAY HAVE MISSED IT DUE TO HEIGHT OF PRAIRIE GRASSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3006 ***********************************************************************
 ME3006  DESIGNATION -  ARGONNE FOREST USFP TANK
 ME3006  PID         -  ME3006
 ME3006  STATE/COUNTY-  IL/COOK
 ME3006  USGS QUAD   -  SAG BRIDGE (1997)
 ME3006
 ME3006                         *CURRENT SURVEY CONTROL
 ME3006  ___________________________________________________________________
 ME3006* NAD 83(1997)-  41 42 05.99273(N)    087 54 45.10855(W)     ADJUSTED  
 ME3006* NAVD 88     -                                                        
 ME3006  ___________________________________________________________________
 ME3006  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 ME3006  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 ME3006
 ME3006  HORZ ORDER  -  THIRD
 ME3006
 ME3006.The horizontal coordinates were established by classical geodetic methods
 ME3006.and adjusted by the National Geodetic Survey in October 1999..
 ME3006
 ME3006
 ME3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3006
 ME3006.The geoid height was determined by GEOID03.
 ME3006
 ME3006;                    North         East     Units Scale Factor Converg.
 ME3006;SPC IL E     -   559,052.780   335,025.397   MT  0.99999009   +0 16 47.8
 ME3006;SPC IL E     - 1,834,159.00  1,099,162.49   sFT  0.99999009   +0 16 47.8
 ME3006;UTM  16      - 4,617,055.501   424,074.078   MT  0.99967094   -0 36 25.5
 ME3006
 ME3006                          SUPERSEDED SURVEY CONTROL
 ME3006
 ME3006  NAD 83(1997)-  41 42 05.99282(N)    087 54 45.10904(W) AD(       ) 4
 ME3006  NAD 83(1997)-  41 42 05.99617(N)    087 54 45.11581(W) AD(       ) 4
 ME3006  NAD 83(1986)-  41 42 05.99648(N)    087 54 45.11553(W) AD(       ) 4
 ME3006  NAD 27      -  41 42 05.88600(N)    087 54 44.90700(W) AD(       ) 3
 ME3006
 ME3006.Superseded values are not recommended for survey control.
 ME3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3006.See file dsdata.txt to determine how the superseded data were derived.
 ME3006
 ME3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2407417056(NAD 83)
 ME3006_MARKER: 53 = ELEVATED TANK
 ME3006
 ME3006  HISTORY     - Date     Condition        Report By
 ME3006  HISTORY     - 1944     FIRST OBSERVED   CGS
 ME3006  HISTORY     - 1956     GOOD             CGS
 ME3006  HISTORY     - 20050706 MARK NOT FOUND   GEOCAC
 ME3006
 ME3006                          STATION DESCRIPTION
 ME3006
 ME3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 ME3006'STATION IS LOCATED IN A SECTION OF THE U.S. FOREST
 ME3006'RESERVE OF COOK
 ME3006'COUNTY KNOWN AS THE ARGONNE FOREST.
 ME3006'
 ME3006'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE PAINTED BLACK.  IT
 ME3006'IS 112 FEET IN
 ME3006'HEIGHT AND WAS ERECTED AT THE PRESENT SITE IN THE
 ME3006'SPRING OF 1944.  A RED LIGHT IS
 ME3006'MOUNTED AT THE TOP OF THE BALL
 ME3006'FINIAL.
 ME3006'
 ME3006'THE BALL FINIAL LOCATED AT THE PEAK OF THE CONICAL ROOF WAS
 ME3006'THE POINT SIGHTED
 ME3006'UPON.
 ME3006
 ME3006                          STATION RECOVERY (1956)
 ME3006
 ME3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3006'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS NOW ON THE
 ME3006'PROPERTY OF THE ARGONNE
 ME3006'NATIONAL LABORATORY, ATOMIC ENERGY COMMISSION IN THE PALOS PARK
 ME3006'DISTRICT OF THE COOK COUNTY FOREST
 ME3006'PRESERVE.  THIS IS SITE A OF THE ARGONNE NATIONAL LABORATORY AND
 ME3006'IS NOT BEING USED AT THE PRESENT TIME.
 ME3006
 ME3006                          STATION RECOVERY (2005)
 ME3006
 ME3006'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME3006'USING GARMIN GPS 72, A CHECK OF THE AREA WAS MADE WITH NEGATIVE
 ME3006'RESULTS.  ALL THAT REMAINS IN THIS AREA IS THE OLD ARGONNE LAB ROAD
 ME3006'AND THE HISTORICAL MARKER.  MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3007 ***********************************************************************
 ME3007  DESIGNATION -  ARGONNE NATL LAB EAST TANK
 ME3007  PID         -  ME3007
 ME3007  STATE/COUNTY-  IL/DU PAGE
 ME3007  USGS QUAD   -  SAG BRIDGE (1997)
 ME3007
 ME3007                         *CURRENT SURVEY CONTROL
 ME3007  ___________________________________________________________________
 ME3007* NAD 83(1997)-  41 42 49.27521(N)    087 57 59.22355(W)     ADJUSTED  
 ME3007* NAVD 88     -                                                        
 ME3007  ___________________________________________________________________
 ME3007  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 ME3007  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ME3007
 ME3007  HORZ ORDER  -  THIRD
 ME3007
 ME3007.The horizontal coordinates were established by classical geodetic methods
 ME3007.and adjusted by the National Geodetic Survey in October 1999..
 ME3007
 ME3007
 ME3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3007
 ME3007.The geoid height was determined by GEOID03.
 ME3007
 ME3007;                    North         East     Units Scale Factor Converg.
 ME3007;SPC IL E     -   560,367.582   330,531.620   MT  0.99998647   +0 14 38.9
 ME3007;SPC IL E     - 1,838,472.64  1,084,419.16   sFT  0.99998647   +0 14 38.9
 ME3007;UTM  16      - 4,618,439.289   419,602.597   MT  0.99967954   -0 38 35.2
 ME3007
 ME3007                          SUPERSEDED SURVEY CONTROL
 ME3007
 ME3007  NAD 83(1997)-  41 42 49.27534(N)    087 57 59.22418(W) AD(       ) 4
 ME3007  NAD 83(1997)-  41 42 49.27824(N)    087 57 59.23158(W) AD(       ) 4
 ME3007  NAD 83(1986)-  41 42 49.27848(N)    087 57 59.23138(W) AD(       ) 4
 ME3007  NAD 27      -  41 42 49.17100(N)    087 57 59.01400(W) AD(       ) 3
 ME3007
 ME3007.Superseded values are not recommended for survey control.
 ME3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3007.See file dsdata.txt to determine how the superseded data were derived.
 ME3007
 ME3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1960318439(NAD 83)
 ME3007_MARKER: 53 = ELEVATED TANK
 ME3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3007+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 ME3007
 ME3007  HISTORY     - Date     Condition        Report By
 ME3007  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3007  HISTORY     - 1989     GOOD             USPSQD
 ME3007  HISTORY     - 20030731 GOOD             USPSQD
 ME3007  HISTORY     - 20030807 GOOD             USPSQD
 ME3007  HISTORY     - 20050324 GOOD             USPSQD
 ME3007
 ME3007                          STATION DESCRIPTION
 ME3007
 ME3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3007'THE STATION IS THE CENTER OF THE TOP OF THE EAST ONE OF THREE
 ME3007'WATER TANKS OF THE
 ME3007'ARGONNE NATIONAL LABORATORY OPERATED BY THE ATOMIC ENERGY COMMISSION
 ME3007'LOCATED IN THE EAST-CENTRAL SECTION
 ME3007'OF THE LABORATORY GROUNDS ABOUT 6 MILES SOUTH OF
 ME3007'DOWNERS GROVE AND ABOUT 2 MILES NORTHEAST OF LEMONT.
 ME3007'IT IS A STEEL TANK SUPPORTED BY A
 ME3007'SIX-LEGGED STEEL STRUCTURE AND IS PAINTED SILVER.  THE TANK IS
 ME3007'FACILITY 42 AND IT IS 135 FEET
 ME3007'HIGH.
 ME3007
 ME3007                          STATION RECOVERY (1989)
 ME3007
 ME3007'RECOVERY NOTE BY US POWER SQUADRON 1989 (CHY)
 ME3007'RECOVERED IN GOOD CONDITION.
 ME3007
 ME3007                          STATION RECOVERY (2003)
 ME3007
 ME3007'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAD)
 ME3007'TANK AND SUPPORTING STRUCTURE CURRENTLY PAINTED WHITE.
 ME3007
 ME3007                          STATION RECOVERY (2003)
 ME3007
 ME3007'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAD)
 ME3007'TANK AND SUPPORT SRTUCTURE ARE CURRENTLY PAINTED WHITE.
 ME3007
 ME3007                          STATION RECOVERY (2005)
 ME3007
 ME3007'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAD)
 ME3007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3004 ***********************************************************************
 ME3004  DESIGNATION -  ARGONNE NATL LAB LARGER W TK
 ME3004  PID         -  ME3004
 ME3004  STATE/COUNTY-  IL/DU PAGE
 ME3004  USGS QUAD   -  SAG BRIDGE (1997)
 ME3004
 ME3004                         *CURRENT SURVEY CONTROL
 ME3004  ___________________________________________________________________
 ME3004* NAD 83(1997)-  41 42 39.58711(N)    087 59 24.74757(W)     ADJUSTED  
 ME3004* NAVD 88     -                                                        
 ME3004  ___________________________________________________________________
 ME3004  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 ME3004  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 ME3004
 ME3004  HORZ ORDER  -  THIRD
 ME3004
 ME3004.The horizontal coordinates were established by classical geodetic methods
 ME3004.and adjusted by the National Geodetic Survey in October 1999..
 ME3004
 ME3004
 ME3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3004
 ME3004.The geoid height was determined by GEOID03.
 ME3004
 ME3004;                    North         East     Units Scale Factor Converg.
 ME3004;SPC IL E     -   560,060.539   328,555.799   MT  0.99998503   +0 13 41.9
 ME3004;SPC IL E     - 1,837,465.29  1,077,936.82   sFT  0.99998503   +0 13 41.9
 ME3004;UTM  16      - 4,618,162.961   417,622.861   MT  0.99968351   -0 39 32.0
 ME3004
 ME3004                          SUPERSEDED SURVEY CONTROL
 ME3004
 ME3004  NAD 83(1997)-  41 42 39.58714(N)    087 59 24.74828(W) AD(       ) 4
 ME3004  NAD 83(1997)-  41 42 39.59022(N)    087 59 24.75545(W) AD(       ) 4
 ME3004  NAD 83(1986)-  41 42 39.59023(N)    087 59 24.75540(W) AD(       ) 4
 ME3004  NAD 27      -  41 42 39.48000(N)    087 59 24.54100(W) AD(       ) 3
 ME3004
 ME3004.Superseded values are not recommended for survey control.
 ME3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3004.See file dsdata.txt to determine how the superseded data were derived.
 ME3004
 ME3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1762318163(NAD 83)
 ME3004_MARKER: 53 = ELEVATED TANK
 ME3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3004+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 ME3004
 ME3004  HISTORY     - Date     Condition        Report By
 ME3004  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3004  HISTORY     - 1989     GOOD             USPSQD
 ME3004  HISTORY     - 19960420 GOOD             USPSQD
 ME3004  HISTORY     - 20030731 GOOD             USPSQD
 ME3004  HISTORY     - 20030807 GOOD             USPSQD
 ME3004  HISTORY     - 20050324 GOOD             USPSQD
 ME3004
 ME3004                          STATION DESCRIPTION
 ME3004
 ME3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3004'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE TWO WEST WATER
 ME3004'TANKS OF THE
 ME3004'ARGONNE NATIONAL LABORATORY OPERATED BY THE ATOMIC ENERGY COMMISSION
 ME3004'LOCATED IN THE WEST-CENTRAL SECTION OF
 ME3004'THE LABORATORY GROUNDS ON THE SOUTH SIDE OF WATER TOWER
 ME3004'ROAD ABOUT 300 FEET EAST OF THE INTERSECTION OF
 ME3004'KEARNEY ROAD.  THEY ARE ABOUT 6-1/2 MILES
 ME3004'SOUTH OF DOWERS GROVE AND ABOUT 2 MILES NORTH OF LEMONT.  THE
 ME3004'LARGER TANK IS A STEEL TANK SUPPORTED
 ME3004'BY AN EIGHT-LEGGED STEEL STRUCTURE AND IS PAINTED SILVER.  THIS IS
 ME3004'FACILITY 565 AND IT IS 130 FEET HIGH.
 ME3004'THE SMALLER TANK IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL
 ME3004'STRUCTURE AND IS PAINTED SILVER.  THIS IS
 ME3004'FACILITY 566 AND IT IS 135 FEET HIGH.
 ME3004
 ME3004                          STATION RECOVERY (1989)
 ME3004
 ME3004'RECOVERY NOTE BY US POWER SQUADRON 1989 (CHY)
 ME3004'RECOVERED IN GOOD CONDITION.
 ME3004
 ME3004                          STATION RECOVERY (1996)
 ME3004
 ME3004'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3004'RECOVERED IN GOOD CONDITION.
 ME3004
 ME3004                          STATION RECOVERY (2003)
 ME3004
 ME3004'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAD)
 ME3004'TANK AND SUPPORTING STRUCTURE CURRENTLY PAINTED WHITE.
 ME3004
 ME3004                          STATION RECOVERY (2003)
 ME3004
 ME3004'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAD)
 ME3004'TANK AND SUPPORT SRTUCTURE ARE CURRENTLY PAINTED WHITE.
 ME3004
 ME3004                          STATION RECOVERY (2005)
 ME3004
 ME3004'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAD)
 ME3004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3005 ***********************************************************************
 ME3005  DESIGNATION -  ARGONNE NATL LAB SITE A MAST
 ME3005  PID         -  ME3005
 ME3005  STATE/COUNTY-  IL/COOK
 ME3005  USGS QUAD   -  SAG BRIDGE (1997)
 ME3005
 ME3005                         *CURRENT SURVEY CONTROL
 ME3005  ___________________________________________________________________
 ME3005* NAD 83(1997)-  41 42 07.97770(N)    087 54 48.18314(W)     ADJUSTED  
 ME3005* NAVD 88     -                                                        
 ME3005  ___________________________________________________________________
 ME3005  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 ME3005  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 ME3005
 ME3005  HORZ ORDER  -  THIRD
 ME3005
 ME3005.The horizontal coordinates were established by classical geodetic methods
 ME3005.and adjusted by the National Geodetic Survey in October 1999..
 ME3005
 ME3005
 ME3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3005
 ME3005.The geoid height was determined by GEOID03.
 ME3005
 ME3005;                    North         East     Units Scale Factor Converg.
 ME3005;SPC IL E     -   559,113.672   334,954.012   MT  0.99999003   +0 16 45.8
 ME3005;SPC IL E     - 1,834,358.77  1,098,928.29   sFT  0.99999003   +0 16 45.8
 ME3005;UTM  16      - 4,617,117.471   424,003.667   MT  0.99967107   -0 36 27.6
 ME3005
 ME3005                          SUPERSEDED SURVEY CONTROL
 ME3005
 ME3005  NAD 83(1997)-  41 42 07.97784(N)    087 54 48.18355(W) AD(       ) 4
 ME3005  NAD 83(1997)-  41 42 07.98093(N)    087 54 48.19041(W) AD(       ) 4
 ME3005  NAD 83(1986)-  41 42 07.98116(N)    087 54 48.19033(W) AD(       ) 4
 ME3005  NAD 27      -  41 42 07.87000(N)    087 54 47.98100(W) AD(       ) 3
 ME3005
 ME3005.Superseded values are not recommended for survey control.
 ME3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3005.See file dsdata.txt to determine how the superseded data were derived.
 ME3005
 ME3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2400417117(NAD 83)
 ME3005_MARKER: 42 = RADIO/TV MAST
 ME3005
 ME3005  HISTORY     - Date     Condition        Report By
 ME3005  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3005  HISTORY     - 20050706 MARK NOT FOUND   GEOCAC
 ME3005
 ME3005                          STATION DESCRIPTION
 ME3005
 ME3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3005'THE STATION IS THE CENTER OF THE TOP OF A RADIO MAST OF
 ME3005'THE ARGONNE
 ME3005'NATIONAL LABORATORY, ATOMIC ENERGY COMMISSION LOCATED ON PROPERTY OF
 ME3005'THE NATIONAL LABORATORY IN THE
 ME3005'PALOS PARK DISTRICT OF THE COOK COUNTY FOREST PRESERVE
 ME3005'ABOUT 2-1/2 MILES SOUTHWEST OF WILLOW SPRINGS
 ME3005'AND ABOUT 1-1/2 MILES EAST OF THE
 ME3005'JUNCTION OF STATE HIGHWAYS 83 AND 4 A.  IT IS A UNIFORM
 ME3005'CROSS-SECTION STEEL STRUCTURE
 ME3005'SUPPORTED BY GUY WIRES AND IS ABOUT 120 FEET HIGH.  THIS INSTALLATION
 ME3005'IS NO LONGER IN USE.
 ME3005'
 ME3005'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83 AND 4A
 ME3005'ABOUT 4 MILES SOUTHWEST OF
 ME3005'WILLOW SPRINGS, GO NORTHEAST ON HIGHWAY 4A FOR 1.25 MILES TO A PAVED
 ME3005'ROAD RIGHT.  TURN RIGHT AND GO EAST
 ME3005'AND SOUTH ON THE PAVED ROAD FOR ABOUT 1/2 MILE TO THE MAST.
 ME3005
 ME3005                          STATION RECOVERY (2005)
 ME3005
 ME3005'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME3005'USING GARMIN GPS 72, A CHECK OF THE AREA WAS MADE WITH NEGATIVE
 ME3005'RESULTS.  ALL THAT REMAINS IN THIS AREA IS THE OLD ARGONNE LAB ROAD
 ME3005'AND THE HISTORICAL MARKER.  MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3010 ***********************************************************************
 ME3010  DESIGNATION -  ARGONNE NATL LAB SMALLER W TK
 ME3010  PID         -  ME3010
 ME3010  STATE/COUNTY-  IL/DU PAGE
 ME3010  USGS QUAD   -  SAG BRIDGE (1997)
 ME3010
 ME3010                         *CURRENT SURVEY CONTROL
 ME3010  ___________________________________________________________________
 ME3010* NAD 83(1997)-  41 42 38.91437(N)    087 59 24.18362(W)     ADJUSTED  
 ME3010* NAVD 88     -                                                        
 ME3010  ___________________________________________________________________
 ME3010  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 ME3010  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 ME3010
 ME3010  HORZ ORDER  -  THIRD
 ME3010
 ME3010.The horizontal coordinates were established by classical geodetic methods
 ME3010.and adjusted by the National Geodetic Survey in October 1999..
 ME3010
 ME3010
 ME3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3010
 ME3010.The geoid height was determined by GEOID03.
 ME3010
 ME3010;                    North         East     Units Scale Factor Converg.
 ME3010;SPC IL E     -   560,039.836   328,568.919   MT  0.99998504   +0 13 42.3
 ME3010;SPC IL E     - 1,837,397.36  1,077,979.86   sFT  0.99998504   +0 13 42.3
 ME3010;UTM  16      - 4,618,142.064   417,635.655   MT  0.99968348   -0 39 31.6
 ME3010
 ME3010                          SUPERSEDED SURVEY CONTROL
 ME3010
 ME3010  NAD 83(1997)-  41 42 38.91443(N)    087 59 24.18432(W) AD(       ) 4
 ME3010  NAD 83(1997)-  41 42 38.91728(N)    087 59 24.19180(W) AD(       ) 4
 ME3010  NAD 83(1986)-  41 42 38.91747(N)    087 59 24.19171(W) AD(       ) 4
 ME3010  NAD 27      -  41 42 38.81000(N)    087 59 23.97400(W) AD(       ) 3
 ME3010
 ME3010.Superseded values are not recommended for survey control.
 ME3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3010.See file dsdata.txt to determine how the superseded data were derived.
 ME3010
 ME3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1763618142(NAD 83)
 ME3010_MARKER: 53 = ELEVATED TANK
 ME3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3010+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 ME3010
 ME3010  HISTORY     - Date     Condition        Report By
 ME3010  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3010  HISTORY     - 1989     GOOD             USPSQD
 ME3010  HISTORY     - 19960420 GOOD             USPSQD
 ME3010  HISTORY     - 20030731 GOOD             USPSQD
 ME3010  HISTORY     - 20030807 GOOD             USPSQD
 ME3010  HISTORY     - 20050324 GOOD             USPSQD
 ME3010
 ME3010                          STATION DESCRIPTION
 ME3010
 ME3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME3010'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE TWO WEST WATER
 ME3010'TANKS OF THE
 ME3010'ARGONNE NATIONAL LABORATORY OPERATED BY THE ATOMIC ENERGY COMMISSION
 ME3010'LOCATED IN THE WEST-CENTRAL SECTION OF
 ME3010'THE LABORATORY GROUNDS ON THE SOUTH SIDE OF WATER TOWER
 ME3010'ROAD ABOUT 300 FEET EAST OF THE INTERSECTION OF
 ME3010'KEARNEY ROAD.  THEY ARE ABOUT 6-1/2 MILES
 ME3010'SOUTH OF DOWERS GROVE AND ABOUT 2 MILES NORTH OF LEMONT.  THE
 ME3010'LARGER TANK IS A STEEL TANK SUPPORTED
 ME3010'BY AN EIGHT-LEGGED STEEL STRUCTURE AND IS PAINTED SILVER.  THIS IS
 ME3010'FACILITY 565 AND IT IS 130 FEET HIGH.
 ME3010'THE SMALLER TANK IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL
 ME3010'STRUCTURE AND IS PAINTED SILVER.  THIS IS
 ME3010'FACILITY 566 AND IT IS 135 FEET HIGH.
 ME3010
 ME3010                          STATION RECOVERY (1989)
 ME3010
 ME3010'RECOVERY NOTE BY US POWER SQUADRON 1989 (CHY)
 ME3010'RECOVERED IN GOOD CONDITION.
 ME3010
 ME3010                          STATION RECOVERY (1996)
 ME3010
 ME3010'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3010'RECOVERED IN GOOD CONDITION.
 ME3010
 ME3010                          STATION RECOVERY (2003)
 ME3010
 ME3010'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAD)
 ME3010'TANK AND SUPPORTING STRUCTURE CURRENTLY PAINTED WHITE.
 ME3010
 ME3010                          STATION RECOVERY (2003)
 ME3010
 ME3010'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAD)
 ME3010'TANK AND SUPPORT SRTUCTURE ARE CURRENTLY PAINTED WHITE.
 ME3010
 ME3010                          STATION RECOVERY (2005)
 ME3010
 ME3010'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAD)
 ME3010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0554 ***********************************************************************
 NG0554  DESIGNATION -  ARLINGTON HEIGHTS MUNICIPAL TK
 NG0554  PID         -  NG0554
 NG0554  STATE/COUNTY-  IL/COOK
 NG0554  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0554
 NG0554                         *CURRENT SURVEY CONTROL
 NG0554  ___________________________________________________________________
 NG0554* NAD 83(1997)-  42 04 52.58106(N)    087 58 33.09852(W)     ADJUSTED  
 NG0554* NAVD 88     -                                                        
 NG0554  ___________________________________________________________________
 NG0554  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 NG0554  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NG0554
 NG0554  HORZ ORDER  -  THIRD
 NG0554
 NG0554.The horizontal coordinates were established by classical geodetic methods
 NG0554.and adjusted by the National Geodetic Survey in October 1999..
 NG0554
 NG0554
 NG0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0554
 NG0554.The geoid height was determined by GEOID03.
 NG0554
 NG0554;                    North         East     Units Scale Factor Converg.
 NG0554;SPC IL E     -   601,191.492   329,578.444   MT  0.99998576   +0 14 22.5
 NG0554;SPC IL E     - 1,972,409.09  1,081,291.95   sFT  0.99998576   +0 14 22.5
 NG0554;UTM  16      - 4,659,260.575   419,284.054   MT  0.99968016   -0 39 14.5
 NG0554
 NG0554                          SUPERSEDED SURVEY CONTROL
 NG0554
 NG0554  NAD 83(1997)-  42 04 52.58106(N)    087 58 33.09917(W) AD(       ) 4
 NG0554  NAD 83(1997)-  42 04 52.58321(N)    087 58 33.11060(W) AD(       ) 4
 NG0554  NAD 83(1986)-  42 04 52.58398(N)    087 58 33.11176(W) AD(       ) 4
 NG0554  NAD 27      -  42 04 52.48300(N)    087 58 32.89000(W) AD(       ) 3
 NG0554
 NG0554.Superseded values are not recommended for survey control.
 NG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0554.See file dsdata.txt to determine how the superseded data were derived.
 NG0554
 NG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1928459261(NAD 83)
 NG0554_MARKER: 53 = ELEVATED TANK
 NG0554
 NG0554  HISTORY     - Date     Condition        Report By
 NG0554  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0554  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 NG0554
 NG0554                          STATION DESCRIPTION
 NG0554
 NG0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0554'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 NG0554'TANK LOCATED AT
 NG0554'THE INTERSECTION OF KENSINGTON ROAD AND NORTHWEST HIGHWAY (U.S.
 NG0554'HIGHWAY 14) IN ARLINGTON PARK.  IT IS A
 NG0554'STEEL TANK SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE
 NG0554'AND IS PAINTED SILVER WITH THE NAME ARLINGTON
 NG0554'HEIGHTS CITY OF GOOD NEIGHBORS
 NG0554'PAINTED ON THE EAST SIDE IN BLACK LETTERS.  THE HEIGHT IS ABOUT
 NG0554'150 FEET.
 NG0554
 NG0554                          STATION RECOVERY (2002)
 NG0554
 NG0554'RECOVERY NOTE BY US POWER SQUADRON 2002 (VMR)
 NG0554'NOT FOUND, NO VISIBLE TANK AT THIS LOCATION, TANK DESTROYED.
 NG0554'COORDINATES BY GPG MATCH THOSE ON THE NGS DATA SHEET.
 NG0554'COORDINATES BY GPS. L 42 DEGREES 04.9'N, LO 087 DEGREES 58.4'W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1649 ***********************************************************************
 MF1649  DESIGNATION -  ARLINGTON MUNICIPAL TANK
 MF1649  PID         -  MF1649
 MF1649  STATE/COUNTY-  IL/BUREAU
 MF1649  USGS QUAD   -  LADD (1966)
 MF1649
 MF1649                         *CURRENT SURVEY CONTROL
 MF1649  ___________________________________________________________________
 MF1649* NAD 83(1997)-  41 28 26.41467(N)    089 14 51.97621(W)     ADJUSTED  
 MF1649* NAVD 88     -                                                        
 MF1649  ___________________________________________________________________
 MF1649  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 MF1649  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1649
 MF1649  HORZ ORDER  -  THIRD
 MF1649
 MF1649.The horizontal coordinates were established by classical geodetic methods
 MF1649.and adjusted by the National Geodetic Survey in October 1999..
 MF1649
 MF1649
 MF1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1649
 MF1649.The geoid height was determined by GEOID03.
 MF1649
 MF1649;                    North         East     Units Scale Factor Converg.
 MF1649;SPC IL W     -   534,072.230   776,750.823   MT  1.00001364   +0 36 30.9
 MF1649;SPC IL W     - 1,752,201.97  2,548,389.99   sFT  1.00001364   +0 36 30.9
 MF1649;SPC IL E     -   534,086.350   223,618.924   MT  1.00004677   -0 36 20.3
 MF1649;SPC IL E     - 1,752,248.30    733,656.42   sFT  1.00004677   -0 36 20.3
 MF1649;UTM  16      - 4,593,817.076   312,313.785   MT  1.00003352   -1 29 20.7
 MF1649
 MF1649                          SUPERSEDED SURVEY CONTROL
 MF1649
 MF1649  NAD 83(1997)-  41 28 26.41452(N)    089 14 51.97702(W) AD(       ) 4
 MF1649  NAD 83(1986)-  41 28 26.42109(N)    089 14 51.98319(W) AD(       ) 4
 MF1649  NAD 27      -  41 28 26.29900(N)    089 14 51.67200(W) AD(       ) 3
 MF1649
 MF1649.Superseded values are not recommended for survey control.
 MF1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1649.See file dsdata.txt to determine how the superseded data were derived.
 MF1649
 MF1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1231493817(NAD 83)
 MF1649_MARKER: 53 = ELEVATED TANK
 MF1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1649+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 MF1649
 MF1649  HISTORY     - Date     Condition        Report By
 MF1649  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1649  HISTORY     - 19960414 GOOD             USPSQD
 MF1649  HISTORY     - 20010606 GOOD             USPSQD
 MF1649  HISTORY     - 20050705 GOOD             USPSQD
 MF1649
 MF1649                          STATION DESCRIPTION
 MF1649
 MF1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1649'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 MF1649'LOCATED ON THE NORTHWEST SIDE OF THE RAILROAD TRACKS ABOUT
 MF1649'0.05 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 89 AND
 MF1649'A PAVED CROSS STREET IN THE NORTHEAST SECTION OF ARLINGTON.  IT
 MF1649'IS A WOOD TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE,
 MF1649'IS ABOUT 60 FEET IN HEIGHT OVER-ALL AND IS PAINTED SILVER WITH
 MF1649'A BLACK TOP.
 MF1649
 MF1649                          STATION RECOVERY (1996)
 MF1649
 MF1649'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1649'RECOVERED IN GOOD CONDITION.
 MF1649
 MF1649                          STATION RECOVERY (2001)
 MF1649
 MF1649'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1649'WOODEN TANK REPLACED BY STEEL TANK ON SAME FOUR LEGGED STEEL
 MF1649'STRUCTURE.
 MF1649
 MF1649                          STATION RECOVERY (2005)
 MF1649
 MF1649'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1649'THE DESCRIBED TANK HAS BEEN REPLACED BY A STEEL TANK ON THE IDENTICAL
 MF1649' 
 MF1649'FOUR LEGGED STRUCTURE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1070 ***********************************************************************
 NH1070  DESIGNATION -  ARLINGTON PARK JOCKEY CLUB TANK
 NH1070  PID         -  NH1070
 NH1070  STATE/COUNTY-  IL/COOK
 NH1070  USGS QUAD   -  PALATINE (1993)
 NH1070
 NH1070                         *CURRENT SURVEY CONTROL
 NH1070  ___________________________________________________________________
 NH1070* NAD 83(1997)-  42 05 45.16304(N)    088 01 24.66046(W)     ADJUSTED  
 NH1070* NAVD 88     -                                                        
 NH1070  ___________________________________________________________________
 NH1070  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 NH1070  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NH1070
 NH1070  HORZ ORDER  -  THIRD
 NH1070
 NH1070.The horizontal coordinates were established by classical geodetic methods
 NH1070.and adjusted by the National Geodetic Survey in October 1999..
 NH1070
 NH1070
 NH1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1070
 NH1070.The geoid height was determined by GEOID03.
 NH1070
 NH1070;                    North         East     Units Scale Factor Converg.
 NH1070;SPC IL E     -   602,798.438   325,629.340   MT  0.99998308   +0 12 27.7
 NH1070;SPC IL E     - 1,977,681.21  1,068,335.59   sFT  0.99998308   +0 12 27.7
 NH1070;UTM  16      - 4,660,928.424   415,361.673   MT  0.99968814   -0 41 10.2
 NH1070
 NH1070                          SUPERSEDED SURVEY CONTROL
 NH1070
 NH1070  NAD 83(1997)-  42 05 45.16299(N)    088 01 24.66105(W) AD(       ) 4
 NH1070  NAD 83(1986)-  42 05 45.16596(N)    088 01 24.67350(W) AD(       ) 4
 NH1070  NAD 27      -  42 05 45.06600(N)    088 01 24.41500(W) AD(       ) 3
 NH1070
 NH1070.Superseded values are not recommended for survey control.
 NH1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1070.See file dsdata.txt to determine how the superseded data were derived.
 NH1070
 NH1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1536260928(NAD 83)
 NH1070_MARKER: 53 = ELEVATED TANK
 NH1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1070+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 NH1070
 NH1070  HISTORY     - Date     Condition        Report By
 NH1070  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1070  HISTORY     - 1956     GOOD             CGS
 NH1070  HISTORY     - 1989     GOOD             USPSQD
 NH1070  HISTORY     - 20010331 GOOD             NGS
 NH1070  HISTORY     - 20021216 GOOD             USPSQD
 NH1070
 NH1070                          STATION DESCRIPTION
 NH1070
 NH1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1070'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 NH1070'ARLINGTON PARK JOCKEY CLUB, LOCATED ABOUT 1 MILE SOUTHEAST
 NH1070'OF PALATINE, NEAR THE NORTHWEST CORNER OF THE CLUB GROUNDS,
 NH1070'ABOUT 300 FEET EAST OF ROHLWING ROAD.  IT IS A STEEL TANK
 NH1070'WITH A FLAT CONICAL TOP AND OVAL BOTTOM, THE TANK IS PAINTED
 NH1070'SILVER AND HAS THE LEGEND ARLINGTON PARK JOCKEY CLUB PAINTED
 NH1070'IN BLACK LETTERS ON THE NORTH SIDE.  THE TANK IS ATOP A 4
 NH1070'LEGGED STEEL TRUSSWORK STRUCTURE WHICH IS PAINTED SILVER.  THE
 NH1070'TOTAL HEIGHT IS ABOUT 210 FEET.
 NH1070'
 NH1070'TO REACH THE STATION FROM THE INTERSECTION OF ROHLWING ROAD
 NH1070'AND NORTHWEST HIGHWAY (U.S. HIGHWAY 14) AT THE SOUTHEAST EDGE
 NH1070'OF PALATINE, GO SOUTH ON ROHLWING ROAD FOR 0.4 MILE TO THE
 NH1070'TANK ON THE LEFT NEAR THE ENTRANCE TO THE CLUB.
 NH1070
 NH1070                          STATION RECOVERY (1956)
 NH1070
 NH1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 NH1070'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 NH1070
 NH1070                          STATION RECOVERY (1989)
 NH1070
 NH1070'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFW)
 NH1070'RECOVERED IN GOOD CONDITION.
 NH1070
 NH1070                          STATION RECOVERY (2001)
 NH1070
 NH1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1070'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1070
 NH1070                          STATION RECOVERY (2002)
 NH1070
 NH1070'RECOVERY NOTE BY US POWER SQUADRON 2002 (VMR)
 NH1070'RECOVERED AS DESCRIBED.
 NH1070'COORDINATES BY GPS. L 42 DEGREES 05.8'N, LO 088 DEGREES 01.5'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1543 ***********************************************************************
 ME1543  DESIGNATION -  AROMA
 ME1543  PID         -  ME1543
 ME1543  STATE/COUNTY-  IL/KANKAKEE
 ME1543  USGS QUAD   -  KANKAKEE (1973)
 ME1543
 ME1543                         *CURRENT SURVEY CONTROL
 ME1543  ___________________________________________________________________
 ME1543* NAD 83(1997)-  41 04 38.38246(N)    087 51 12.97553(W)     ADJUSTED  
 ME1543* NAVD 88     -       187.558  (meters)     615.35   (feet)  ADJUSTED  
 ME1543  ___________________________________________________________________
 ME1543  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 ME1543  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 ME1543  DYNAMIC HT  -         187.483 (meters)     615.10  (feet)  COMP
 ME1543  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 ME1543
 ME1543  HORZ ORDER  -  SECOND
 ME1543  VERT ORDER  -  SECOND    CLASS 0
 ME1543
 ME1543.The horizontal coordinates were established by classical geodetic methods
 ME1543.and adjusted by the National Geodetic Survey in October 1999..
 ME1543
 ME1543.The orthometric height was determined by differential leveling
 ME1543.and adjusted by the National Geodetic Survey in June 1991..
 ME1543
 ME1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1543
 ME1543.The geoid height was determined by GEOID03.
 ME1543
 ME1543.The dynamic height is computed by dividing the NAVD 88
 ME1543.geopotential number by the normal gravity value computed on the
 ME1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1543.degrees latitude (g = 980.6199 gals.).
 ME1543
 ME1543.The modeled gravity was interpolated from observed gravity values.
 ME1543
 ME1543;                    North         East     Units Scale Factor Converg.
 ME1543;SPC IL E     -   489,740.165   340,313.938   MT  0.99999499   +0 18 54.8
 ME1543;SPC IL E     - 1,606,755.86  1,116,513.31   sFT  0.99999499   +0 18 54.8
 ME1543;UTM  16      - 4,547,692.300   428,294.171   MT  0.99966328   -0 33 39.3
 ME1543
 ME1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1543!SPC IL E     -   0.99997571  x   0.99999499  =   0.99997070
 ME1543!UTM  16      -   0.99997571  x   0.99966328  =   0.99963900
 ME1543
 ME1543:                Primary Azimuth Mark                     Grid Az
 ME1543:SPC IL E     -  KANKAKEE GENERAL FOODS CO TANK           005 15 42.3
 ME1543:UTM  16      -  KANKAKEE GENERAL FOODS CO TANK           006 08 16.4
 ME1543
 ME1543|---------------------------------------------------------------------|
 ME1543| PID    Reference Object                     Distance      Geod. Az  |
 ME1543|                                                           dddmmss.s |
 ME1543| ME2622 KANKAKEE GENERAL FOODS CO TANK      APPROX. 5.9 KM 0053437.1 |
 ME1543| ME1542 AROMA RM 1                           18.628 METERS 08153     |
 ME1543| ME1541 AROMA RM 2                           19.954 METERS 26803     |
 ME1543| ME2638 KANKAKEE SIMONIZ CO TANK            APPROX. 2.2 KM 2804818.3 |
 ME1543| ME2635 KANKAKEE A O SMITH CORP TK          APPROX. 1.9 KM 3090942.6 |
 ME1543| ME2639 KANKAKEE RADIO STA WKAN MAST        APPROX. 7.6 KM 3320528.3 |
 ME1543| ME2631 KANKAKEE ST HOSP PWR PLT STK        APPROX. 3.0 KM 3355735.2 |
 ME1543|---------------------------------------------------------------------|
 ME1543
 ME1543                          SUPERSEDED SURVEY CONTROL
 ME1543
 ME1543  NAD 83(1997)-  41 04 38.38261(N)    087 51 12.97538(W) AD(       ) 2
 ME1543  NAD 83(1986)-  41 04 38.38713(N)    087 51 12.98024(W) AD(       ) 2
 ME1543  NAD 27      -  41 04 38.27690(N)    087 51 12.83640(W) AD(       ) 2
 ME1543  NGVD 29 (??/??/92)  187.646  (m)          615.64   (f) ADJ UNCH    2 0
 ME1543
 ME1543.Superseded values are not recommended for survey control.
 ME1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1543.See file dsdata.txt to determine how the superseded data were derived.
 ME1543
 ME1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2829447692(NAD 83)
 ME1543_MARKER: DS = TRIANGULATION STATION DISK
 ME1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1543_STAMPING: AROMA 1959
 ME1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1543+STABILITY: SURFACE MOTION
 ME1543
 ME1543  HISTORY     - Date     Condition        Report By
 ME1543  HISTORY     - 1959     MONUMENTED       CGS
 ME1543  HISTORY     - 1959     GOOD             CGS
 ME1543  HISTORY     - 1967     GOOD             CGS
 ME1543  HISTORY     - 1967     GOOD             NGS
 ME1543  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 ME1543
 ME1543                          STATION DESCRIPTION
 ME1543
 ME1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME1543'STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF KANKAKEE, 2-1/2
 ME1543'MILES WEST OF AROMA PARK AND
 ME1543'ON RIGHT-OF-WAY OF INTERSTATE HIGHWAY NO. 57.
 ME1543'
 ME1543'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF U.S. HIGHWAYS
 ME1543'45, 54 AND 52, ABOUT 3 MILES
 ME1543'SOUTH OF KANKAKEE, GO EAST ON U.S. HIGHWAY 54 (INTERSTATE HIGHWAY NO.
 ME1543'57) FOR 1.7 MILES TO CROSSROAD, TURN
 ME1543'LEFT TO WEST BOUND LANE, THEN GO WEST ON WEST BOUND
 ME1543'LANE OF INTERSTATE HIGHWAY 57 FOR 0.8 MILE TO
 ME1543'STATION ON NORTH SIDE OF HIGHWAY AS
 ME1543'DESCRIBED.
 ME1543'
 ME1543'STATION MARK, A STANDARD STATION MARK DISK STAMPED AROMA 1959, IS SET
 ME1543'IN TOP OF A 12 INCH SQUARE
 ME1543'CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.  THE MARK IS 63.5
 ME1543'FEET NORTH OF CENTER OF WEST BOUND
 ME1543'INTERSTATE HIGHWAY 57, 4.7 FEET SOUTH OF FENCE AND
 ME1543'4 FEET SOUTH OF WITNESS POST.
 ME1543'
 ME1543'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED AROMA
 ME1543'NO 1 1959, IS SET IN TOP OF A
 ME1543'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  THE
 ME1543'MARK IS 66.7 FEET NORTH OF CENTER OF
 ME1543'WEST BOUND LANE OF INTERSTATE HIGHWAY 57, 61.5
 ME1543'FEET EAST OF WITNESS POST AND 2 FEET SOUTH OF FENCE.
 ME1543'
 ME1543'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED AROMA
 ME1543'NO 2 1959, IS SET IN TOP OF A
 ME1543'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.  THE
 ME1543'MARK IS 66.5 FEET NORTH OF CENTER OF
 ME1543'WEST BOUND LANE OF INTERSTATE HIGHWAY 57, 65 FEET
 ME1543'WEST OF WITNESS POST AND 2 FEET SOUTH OF FENCE.
 ME1543'
 ME1543'NOTE- NO AZIMUTH MARK WAS SET.  KANKAKEE, SIMONIZ CO., WATER TANK MAY
 ME1543'BE USED AS AZIMUTH.
 ME1543
 ME1543                          STATION RECOVERY (1959)
 ME1543
 ME1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ME1543'4 MI SE FROM KANKAKEE.
 ME1543'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 ME1543'49 FROM THE COURT HOUSE AT KANKAKEE, THENCE 0.7 MILE EAST ALONG
 ME1543'INTERSTATE HIGHWAY 57, ABOUT 0.3 MILE EAST OF A NORTH-SOUTH
 ME1543'ROAD CROSSING, NEAR THE WEST END OF A CURVE WITH TANGENTS
 ME1543'EXTENDING TO THE WEST AND NORTHEAST, 63 FEET NORTH OF THE CENTER
 ME1543'LINE OF THE WEST BOUND LANE OF THE HIGHWAY, 4 1/2 FEET SOUTH OF
 ME1543'A FENCE, 228 FEET EAST OF A FENCE POST WITH A LEANING WOODEN
 ME1543'BRACE, 4.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT
 ME1543'3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 ME1543'CONCRETE POST FLUSH WITH THE GROUND.
 ME1543
 ME1543                          STATION RECOVERY (1967)
 ME1543
 ME1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME1543'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 ME1543'
 ME1543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2-1/2 MILES WEST
 ME1543'OF AROMA PARK.
 ME1543
 ME1543                          STATION RECOVERY (1967)
 ME1543
 ME1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1543'RECOVERED IN GOOD CONDITION.
 ME1543
 ME1543                          STATION RECOVERY (1978)
 ME1543
 ME1543'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ME1543'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH + OR - 2 MILES
 ME1543'FROM KANKAKEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2632 ***********************************************************************
 ME2632  DESIGNATION -  AROMA PARK MUNICIPAL TANK
 ME2632  PID         -  ME2632
 ME2632  STATE/COUNTY-  IL/KANKAKEE
 ME2632  USGS QUAD   -  KANKAKEE (1973)
 ME2632
 ME2632                         *CURRENT SURVEY CONTROL
 ME2632  ___________________________________________________________________
 ME2632* NAD 83(1997)-  41 04 50.86490(N)    087 48 21.41266(W)     ADJUSTED  
 ME2632* NAVD 88     -                                                        
 ME2632  ___________________________________________________________________
 ME2632  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 ME2632  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 ME2632
 ME2632  HORZ ORDER  -  THIRD
 ME2632
 ME2632.The horizontal coordinates were established by classical geodetic methods
 ME2632.and adjusted by the National Geodetic Survey in October 1999..
 ME2632
 ME2632
 ME2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2632
 ME2632.The geoid height was determined by GEOID03.
 ME2632
 ME2632;                    North         East     Units Scale Factor Converg.
 ME2632;SPC IL E     -   490,148.353   344,316.416   MT  0.99999916   +0 20 47.6
 ME2632;SPC IL E     - 1,608,095.05  1,129,644.77   sFT  0.99999916   +0 20 47.6
 ME2632;UTM  16      - 4,548,039.120   432,301.072   MT  0.99965641   -0 31 46.7
 ME2632
 ME2632                          SUPERSEDED SURVEY CONTROL
 ME2632
 ME2632  NAD 83(1997)-  41 04 50.86499(N)    087 48 21.41256(W) AD(       ) 4
 ME2632  NAD 83(1986)-  41 04 50.87001(N)    087 48 21.41807(W) AD(       ) 4
 ME2632  NAD 27      -  41 04 50.76300(N)    087 48 21.27600(W) AD(       ) 3
 ME2632
 ME2632.Superseded values are not recommended for survey control.
 ME2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2632.See file dsdata.txt to determine how the superseded data were derived.
 ME2632
 ME2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3230148039(NAD 83)
 ME2632_MARKER: 53 = ELEVATED TANK
 ME2632
 ME2632  HISTORY     - Date     Condition        Report By
 ME2632  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2632  HISTORY     - 1959     GOOD             CGS
 ME2632
 ME2632                          STATION DESCRIPTION
 ME2632
 ME2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2632'STATION IS LOCATED IN THE NORTHEAST SECTION OF AROMA PARK, 0.3
 ME2632'MILE NORTH OF THE
 ME2632'POST OFFICE AND ABOUT 250 FEET WEST OF THE RAILROAD TRACKS.  THE
 ME2632'STATION IS A WATER TANK ATOP A SELF
 ME2632'SUPPORTED STANDPIPE, PAINTED SILVER AND HAS THE
 ME2632'LEGEND AROMA PARK IN LARGE BLACK LETTERS ON THE NORTH
 ME2632'AND SOUTH SIDES OF THE TANK.
 ME2632'THE POINT OF INTERSECTION WAS THE BALL AT THE APEX OF THE ROOF OF THE
 ME2632'TANK.
 ME2632
 ME2632                          STATION RECOVERY (1959)
 ME2632
 ME2632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2632'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 ME2632'
 ME2632'THE ORIGNAL 1952 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1542 ***********************************************************************
 ME1542  DESIGNATION -  AROMA RM 1
 ME1542  PID         -  ME1542
 ME1542  STATE/COUNTY-  IL/KANKAKEE
 ME1542  USGS QUAD   -  KANKAKEE (1973)
 ME1542
 ME1542                         *CURRENT SURVEY CONTROL
 ME1542  ___________________________________________________________________
 ME1542* NAD 83(1986)-  41 04 38.     (N)    087 51 11.     (W)     SCALED    
 ME1542* NAVD 88     -       187.585  (meters)     615.44   (feet)  ADJUSTED  
 ME1542  ___________________________________________________________________
 ME1542  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 ME1542  DYNAMIC HT  -         187.510 (meters)     615.19  (feet)  COMP
 ME1542  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 ME1542
 ME1542  VERT ORDER  -  SECOND    CLASS 0
 ME1542
 ME1542.The horizontal coordinates were scaled from a topographic map and have
 ME1542.an estimated accuracy of +/- 6 seconds.
 ME1542
 ME1542.The orthometric height was determined by differential leveling
 ME1542.and adjusted by the National Geodetic Survey in June 1991..
 ME1542
 ME1542.The geoid height was determined by GEOID03.
 ME1542
 ME1542.The dynamic height is computed by dividing the NAVD 88
 ME1542.geopotential number by the normal gravity value computed on the
 ME1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1542.degrees latitude (g = 980.6199 gals.).
 ME1542
 ME1542.The modeled gravity was interpolated from observed gravity values.
 ME1542
 ME1542;                    North         East    Units  Estimated Accuracy
 ME1542;SPC IL E     -   489,730.      340,360.      MT  (+/- 180 meters Scaled)
 ME1542
 ME1542                          SUPERSEDED SURVEY CONTROL
 ME1542
 ME1542  NGVD 29 (??/??/92)  187.673  (m)          615.72   (f) ADJ UNCH    2 0
 ME1542
 ME1542.Superseded values are not recommended for survey control.
 ME1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1542.See file dsdata.txt to determine how the superseded data were derived.
 ME1542
 ME1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL283476(NAD 83)
 ME1542_MARKER: DR = REFERENCE MARK DISK
 ME1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1542_STAMPING: AROMA NO 1 1959
 ME1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1542+STABILITY: SURFACE MOTION
 ME1542
 ME1542  HISTORY     - Date     Condition        Report By
 ME1542  HISTORY     - 1959     MONUMENTED       CGS
 ME1542  HISTORY     - 1967     GOOD             NGS
 ME1542  HISTORY     - 1978     GOOD             LOCSUR
 ME1542
 ME1542                          STATION DESCRIPTION
 ME1542
 ME1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1542'4 MI SE FROM KANKAKEE.
 ME1542'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 ME1542'49 FROM THE COURT HOUSE AT KANKAKEE, THENCE 0.7 MILE EAST ALONG
 ME1542'INTERSTATE HIGHWAY 57, ABOUT 0.3 MILE EAST OF A NORTH-SOUTH ROAD
 ME1542'CROSSING, NEAR THE WEST END OF A CURVE WITH TANGENTS EXTENDING
 ME1542'TO THE WEST AND NORTHEAST, 66 FEET NORTH OF THE CENTER LINE OF THE
 ME1542'WEST BOUND TRAFFIC LANE OF THE HIGHWAY, 290 FEET EAST OF A FENCE
 ME1542'POST WITH A LEANING WOODEN BRACE, 1 1/2 FEET SOUTH OF A FENCE,
 ME1542'61.5 FEET EAST OF A METAL WITNESS POST ABOUT 3 FEET BELOW THE
 ME1542'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 ME1542'PROJECTING 4 INCHES, 61.2 FEET EAST OF TRIANGULATION STATION
 ME1542'AROMA.
 ME1542
 ME1542                          STATION RECOVERY (1967)
 ME1542
 ME1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1542'RECOVERED IN GOOD CONDITION.
 ME1542
 ME1542                          STATION RECOVERY (1978)
 ME1542
 ME1542'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1541 ***********************************************************************
 ME1541  DESIGNATION -  AROMA RM 2
 ME1541  PID         -  ME1541
 ME1541  STATE/COUNTY-  IL/KANKAKEE
 ME1541  USGS QUAD   -  KANKAKEE (1973)
 ME1541
 ME1541                         *CURRENT SURVEY CONTROL
 ME1541  ___________________________________________________________________
 ME1541* NAD 83(1986)-  41 04 38.     (N)    087 51 13.     (W)     SCALED    
 ME1541* NAVD 88     -       187.899  (meters)     616.47   (feet)  ADJUSTED  
 ME1541  ___________________________________________________________________
 ME1541  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 ME1541  DYNAMIC HT  -         187.824 (meters)     616.22  (feet)  COMP
 ME1541  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 ME1541
 ME1541  VERT ORDER  -  SECOND    CLASS 0
 ME1541
 ME1541.The horizontal coordinates were scaled from a topographic map and have
 ME1541.an estimated accuracy of +/- 6 seconds.
 ME1541
 ME1541.The orthometric height was determined by differential leveling
 ME1541.and adjusted by the National Geodetic Survey in June 1991..
 ME1541
 ME1541.The geoid height was determined by GEOID03.
 ME1541
 ME1541.The dynamic height is computed by dividing the NAVD 88
 ME1541.geopotential number by the normal gravity value computed on the
 ME1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1541.degrees latitude (g = 980.6199 gals.).
 ME1541
 ME1541.The modeled gravity was interpolated from observed gravity values.
 ME1541
 ME1541;                    North         East    Units  Estimated Accuracy
 ME1541;SPC IL E     -   489,730.      340,310.      MT  (+/- 180 meters Scaled)
 ME1541
 ME1541                          SUPERSEDED SURVEY CONTROL
 ME1541
 ME1541  NGVD 29 (??/??/92)  187.988  (m)          616.76   (f) ADJ UNCH    2 0
 ME1541
 ME1541.Superseded values are not recommended for survey control.
 ME1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1541.See file dsdata.txt to determine how the superseded data were derived.
 ME1541
 ME1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL282476(NAD 83)
 ME1541_MARKER: DR = REFERENCE MARK DISK
 ME1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1541_STAMPING: AROMA NO 2 1959
 ME1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1541+STABILITY: SURFACE MOTION
 ME1541
 ME1541  HISTORY     - Date     Condition        Report By
 ME1541  HISTORY     - 1959     MONUMENTED       CGS
 ME1541  HISTORY     - 1967     GOOD             NGS
 ME1541  HISTORY     - 1978     GOOD             LOCSUR
 ME1541
 ME1541                          STATION DESCRIPTION
 ME1541
 ME1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1541'4 MI SE FROM KANKAKEE.
 ME1541'ABOUT 3.25 MILES SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 ME1541'49 FROM THE COURT HOUSE AT KANKAKEE, THENCE 0.7 MILE EAST ALONG
 ME1541'INTERSTATE HIGHWAY 57, ABOUT 0.3 MILE EAST OF A NORTH-SOUTH ROAD
 ME1541'CROSSING, NEAR THE WEST END OF A CURVE WITH TANGENTS EXTENDING
 ME1541'TO THE WEST AND NORTHEAST, 66 FEET NORTH OF THE CENTER LINE OF THE
 ME1541'WEST BOUND TRAFFIC LANE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE,
 ME1541'164 FEET EAST OF A FENCE POST WITH A LEANING WOODEN BRACE, 65.5
 ME1541'FEET WEST OF TRIANGULATION STATION AROMA, 65.1 FEET WEST OF A
 ME1541'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 ME1541'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME1541
 ME1541                          STATION RECOVERY (1967)
 ME1541
 ME1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1541'RECOVERED IN GOOD CONDITION.
 ME1541
 ME1541                          STATION RECOVERY (1978)
 ME1541
 ME1541'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 ME1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1005 ***********************************************************************
 KB1005  DESIGNATION -  ARP
 KB1005  PID         -  KB1005
 KB1005  STATE/COUNTY-  IL/SANGAMON
 KB1005  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB1005
 KB1005                         *CURRENT SURVEY CONTROL
 KB1005  ___________________________________________________________________
 KB1005* NAD 83(1986)-  39 50 32.     (N)    089 40 30.     (W)     SCALED    
 KB1005* NAVD 88     -       179.214  (meters)     587.97   (feet)  ADJUSTED  
 KB1005  ___________________________________________________________________
 KB1005  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KB1005  DYNAMIC HT  -         179.116 (meters)     587.65  (feet)  COMP
 KB1005  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 KB1005
 KB1005  VERT ORDER  -  SECOND    CLASS 0
 KB1005
 KB1005.This mark is at Capital Airport (SPI)
 KB1005
 KB1005.The horizontal coordinates were scaled from a topographic map and have
 KB1005.an estimated accuracy of +/- 6 seconds.
 KB1005
 KB1005.The orthometric height was determined by differential leveling
 KB1005.and adjusted by the National Geodetic Survey in June 1991..
 KB1005
 KB1005.The geoid height was determined by GEOID03.
 KB1005
 KB1005.The dynamic height is computed by dividing the NAVD 88
 KB1005.geopotential number by the normal gravity value computed on the
 KB1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1005.degrees latitude (g = 980.6199 gals.).
 KB1005
 KB1005.The modeled gravity was interpolated from observed gravity values.
 KB1005
 KB1005;                    North         East    Units  Estimated Accuracy
 KB1005;SPC IL W     -   352,590.      742,080.      MT  (+/- 180 meters Scaled)
 KB1005
 KB1005                          SUPERSEDED SURVEY CONTROL
 KB1005
 KB1005  NGVD 29 (??/??/92)  179.311  (m)          588.29   (f) ADJ UNCH    2 0
 KB1005
 KB1005.Superseded values are not recommended for survey control.
 KB1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1005.See file dsdata.txt to determine how the superseded data were derived.
 KB1005
 KB1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK711136(NAD 83)
 KB1005_MARKER: DT = TOPOGRAPHIC STATION DISK
 KB1005_SETTING: 0 = UNSPECIFIED SETTING
 KB1005_STAMPING: ARP 1953
 KB1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1005
 KB1005  HISTORY     - Date     Condition        Report By
 KB1005  HISTORY     - 1953     MONUMENTED       CGS
 KB1005  HISTORY     - 1958     GOOD             NGS
 KB1005  HISTORY     - 1968     GOOD             NGS
 KB1005  HISTORY     - 1982     GOOD             LOCSUR
 KB1005
 KB1005                          STATION DESCRIPTION
 KB1005
 KB1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KB1005'2 MI NW FROM SPRINGFIELD.
 KB1005'LOCATED AT CAPITAL AIRPORT, SPRINGFIELD, ILLINOIS, ON RUNWAY
 KB1005'12-30.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1953 AND CEMENTED
 KB1005'IN THE SURFACE OF THE CONCRETE RUNWAY, 2,594 FEET SOUTHEAST OF
 KB1005'NORTHWEST END OF RUNWAY 12, 142 FEET NORTHWEST OF THE CENTERLINE
 KB1005'OF A TAXIWAY LEADING TO THE TERMINAL BUILDING AND 37 FEET
 KB1005'SOUTHWEST OF THE NORTHEAST EDGE OF THE RUNWAY.
 KB1005
 KB1005                          STATION RECOVERY (1968)
 KB1005
 KB1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KB1005'RECOVERED IN GOOD CONDITION.
 KB1005
 KB1005                          STATION RECOVERY (1982)
 KB1005
 KB1005'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 KB1005'TO BE OVERLAID WITH 24' BITUMINOUS CONCRETE-LOCATION TO BE
 KB1005'ESTABLISHED IN OVERLAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1860 ***********************************************************************
 LB1860  DESIGNATION -  ARP
 LB1860  PID         -  LB1860
 LB1860  STATE/COUNTY-  IL/VERMILION
 LB1860  USGS QUAD   -  DANVILLE NE (1978)
 LB1860
 LB1860                         *CURRENT SURVEY CONTROL
 LB1860  ___________________________________________________________________
 LB1860* NAD 83(1986)-  40 11 52.     (N)    087 35 48.     (W)     SCALED    
 LB1860* NAVD 88     -       201.307  (meters)     660.45   (feet)  ADJUSTED  
 LB1860  ___________________________________________________________________
 LB1860  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LB1860  DYNAMIC HT  -         201.208 (meters)     660.13  (feet)  COMP
 LB1860  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 LB1860
 LB1860  VERT ORDER  -  SECOND    CLASS 0
 LB1860
 LB1860.This mark is at Vermilion County Airport (DNV)
 LB1860
 LB1860.The horizontal coordinates were scaled from a topographic map and have
 LB1860.an estimated accuracy of +/- 6 seconds.
 LB1860
 LB1860.The orthometric height was determined by differential leveling
 LB1860.and adjusted by the National Geodetic Survey in June 1991..
 LB1860
 LB1860.The geoid height was determined by GEOID03.
 LB1860
 LB1860.The dynamic height is computed by dividing the NAVD 88
 LB1860.geopotential number by the normal gravity value computed on the
 LB1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1860.degrees latitude (g = 980.6199 gals.).
 LB1860
 LB1860.The modeled gravity was interpolated from observed gravity values.
 LB1860
 LB1860;                    North         East    Units  Estimated Accuracy
 LB1860;SPC IL E     -   392,220.      362,720.      MT  (+/- 180 meters Scaled)
 LB1860
 LB1860                          SUPERSEDED SURVEY CONTROL
 LB1860
 LB1860  NGVD 29 (??/??/92)  201.349  (m)          660.59   (f) ADJ UNCH    2 0
 LB1860
 LB1860.Superseded values are not recommended for survey control.
 LB1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1860.See file dsdata.txt to determine how the superseded data were derived.
 LB1860
 LB1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK492498(NAD 83)
 LB1860_MARKER: DT = TOPOGRAPHIC STATION DISK
 LB1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1860_SP_SET: CONCRETE
 LB1860_STAMPING: ARP 1964
 LB1860_MARK LOGO: CGS   
 LB1860_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1860+STABILITY: SURFACE MOTION
 LB1860
 LB1860  HISTORY     - Date     Condition        Report By
 LB1860  HISTORY     - 1964     MONUMENTED       CGS
 LB1860  HISTORY     - 1964     GOOD             NGS
 LB1860  HISTORY     - 1982     GOOD             LOCSUR
 LB1860  HISTORY     - 19910915 GOOD             NGS
 LB1860
 LB1860                          STATION DESCRIPTION
 LB1860
 LB1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LB1860'5 MI NNE FROM DANVILLE.
 LB1860'MARK IS AT THE VERMILION COUNTY AIRPORT, ON THE FIELD APPROX. 1100
 LB1860'FEET SW OF THE TERMINAL BLDG. NEAR THE INTERSECTION OF THE TWO
 LB1860'CONCRETE RUNWAYS IN THE NORTH QUADRANT, APPROX. 500 FT. SOUTH OF
 LB1860'THE WIND TEE, 71 FT. NW FROM THE EDGE OF RUNWAY 3-21, 101.7 FT.
 LB1860'EAST FROM THE EDGE OF RUNWAY 17-35.  MARK IS A STD. TOPO DISK
 LB1860'SET IN CONCRETE FLUSH WITH THE GROUND.
 LB1860
 LB1860                          STATION RECOVERY (1964)
 LB1860
 LB1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LB1860'RECOVERED IN GOOD CONDITION.
 LB1860
 LB1860                          STATION RECOVERY (1982)
 LB1860
 LB1860'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LB1860'RECOVERED IN GOOD CONDITION.
 LB1860
 LB1860                          STATION RECOVERY (1991)
 LB1860
 LB1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DRM)
 LB1860'LOCATED AT VERMILION COUNTY AIRPORT, ABOUT 1100 FT (335.3 M) SOUTHWEST
 LB1860'OF THE TERMINAL BUILDING, NEAR THE INTERSECTION OF THE TWO CONCRETE
 LB1860'RUNWAYS, IN THE NORTH QUADRANT, APPROXIMATELY 500 FT (152.4 M) SOUTH
 LB1860'OF THE WIND T, 101.7 FT (31.0 M) EAST OF THE EAST EDGE OF RUNWAY 16-34
 LB1860'AND 71 FT (21.6 M) NW OF THE NW EDGE OF RUNWAY 3-21.  A TOPOGRAPHIC
 LB1860'STATION DISK STAMPED ARP 1964 IN TOP OF A CONCRETE MONUMENT ABOUT
 LB1860'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2697 ***********************************************************************
 ME2697  DESIGNATION -  ARP
 ME2697  PID         -  ME2697
 ME2697  STATE/COUNTY-  IL/COOK
 ME2697  USGS QUAD   -  JACKSON PARK (1993)
 ME2697
 ME2697                         *CURRENT SURVEY CONTROL
 ME2697  ___________________________________________________________________
 ME2697* NAD 83(1997)-  41 51 32.06220(N)    087 36 30.51368(W)     ADJUSTED  
 ME2697* NAVD 88     -       179.08   (+/-2cm)     587.5    (feet)  VERTCON   
 ME2697  ___________________________________________________________________
 ME2697  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ME2697  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2697
 ME2697  HORZ ORDER  -  SECOND
 ME2697  VERT ORDER  -  THIRD ? (See Below)
 ME2697
 ME2697.This mark is at Merrill C Meigs Airport (CGX)
 ME2697
 ME2697.The horizontal coordinates were established by classical geodetic methods
 ME2697.and adjusted by the National Geodetic Survey in October 1999..
 ME2697
 ME2697.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2697.The vertical order pertains to the NGVD 29 superseded value.
 ME2697
 ME2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2697
 ME2697.The geoid height was determined by GEOID03.
 ME2697
 ME2697;                    North         East     Units Scale Factor Converg.
 ME2697;SPC IL E     -   576,685.494   360,186.137   MT  1.00001956   +0 29 01.4
 ME2697;SPC IL E     - 1,892,008.99  1,181,710.68   sFT  1.00001956   +0 29 01.4
 ME2697;UTM  16      - 4,634,289.886   449,496.190   MT  0.99963139   -0 24 21.8
 ME2697
 ME2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2697!SPC IL E     -   0.99997717  x   1.00001956  =   0.99999673
 ME2697!UTM  16      -   0.99997717  x   0.99963139  =   0.99960857
 ME2697
 ME2697:                Primary Azimuth Mark                     Grid Az
 ME2697:SPC IL E     -  MEIGS FIELD AP STA B 1959                003 18 41.4
 ME2697:UTM  16      -  MEIGS FIELD AP STA B 1959                004 12 04.6
 ME2697
 ME2697|---------------------------------------------------------------------|
 ME2697| PID    Reference Object                     Distance      Geod. Az  |
 ME2697|                                                           dddmmss.s |
 ME2697| ME2665 MEIGS FIELD AP STA B 1959           APPROX. 0.6 KM 0034742.8 |
 ME2697| ME3230 ADLER PLANETARIUM TOP LT            APPROX. 0.8 KM 0094216.5 |
 ME2697| ME3243 C 12                                APPROX. 0.6 KM 1685447.7 |
 ME2697| ME3255 CHICAGO SEARS W TV TWR              APPROX. 3.2 KM 3135732.9 |
 ME2697|---------------------------------------------------------------------|
 ME2697
 ME2697                          SUPERSEDED SURVEY CONTROL
 ME2697
 ME2697  NAD 83(1997)-  41 51 32.06242(N)    087 36 30.51407(W) AD(       ) 2
 ME2697  NAD 83(1997)-  41 51 32.06694(N)    087 36 30.52545(W) AD(       ) 2
 ME2697  NAD 83(1986)-  41 51 32.06726(N)    087 36 30.52474(W) AD(       ) 2
 ME2697  NAD 27      -  41 51 31.94503(N)    087 36 30.34133(W) AD(       ) 2
 ME2697  NGVD 29 (07/19/86)  179.17   (m)          587.8    (f) LEVELING    3  
 ME2697
 ME2697.Superseded values are not recommended for survey control.
 ME2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2697.See file dsdata.txt to determine how the superseded data were derived.
 ME2697
 ME2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4949634290(NAD 83)
 ME2697_MARKER: DD = SURVEY DISK
 ME2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2697_STAMPING: 1959
 ME2697_MARK LOGO: CGS   
 ME2697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2697
 ME2697  HISTORY     - Date     Condition        Report By
 ME2697  HISTORY     - 1977     MONUMENTED       NGS
 ME2697  HISTORY     - 1983     GOOD             IL1670
 ME2697  HISTORY     - 19931115 GOOD             NGS
 ME2697
 ME2697                          STATION DESCRIPTION
 ME2697
 ME2697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2697'THE STATION IS LOCATED IN CHICAGO AT MEIGS FIELD AIRPORT.
 ME2697'
 ME2697'THE STATION IS A BRASS DISK SET IN THE TOP OF A CONCRETE POST
 ME2697'WHICH IS 3 INCHES BELOW THE GROUND SURFACE, WITH NO STAMPING.
 ME2697'IT IS ON THE NORTH SIDE OF THE TAXIWAY LEADING EAST FROM THE
 ME2697'CONTROL TOWER.
 ME2697
 ME2697                          STATION RECOVERY (1983)
 ME2697
 ME2697'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME2697'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME2697'NO CHANGES FOUND FROM THE 1977 DESCRIPTIVE TEXT.
 ME2697'
 ME2697'DESCRIBED BY THE CITY OF CHICAGO.
 ME2697
 ME2697                          STATION RECOVERY (1993)
 ME2697
 ME2697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (DRM)
 ME2697'THE STATION IS LOCATED AT MERRILL C MEIGS FIELD, CHICAGO.  THE MARK IS
 ME2697'LOCATED ON THE N EDGE OF THE ENTRANCE TAXIWAY LEADING FROM THE
 ME2697'PARALLEL TAXIWAY TO THE RUNWAY.  THIS IS THE THIRD ENTRANCE TAXIWAY
 ME2697'FROM THE S END OF THE RUNWAY, AND IS JUST E OF THE CONTROL TOWER. THE
 ME2697'STATION IS MARKED WITH A BRONZE DISK, THE ONLY LEGIBLE STAMPING BEING
 ME2697'1959, SET IN A CONCRETE POST FLUSH WITH THE ASPHALT PAVING. NOTE,
 ME2697'ABOVE POSITION ADJUSTED AND PUBLISHED BY GEODESY. SEARCHED FOR, NOT
 ME2697'FOUND, MIGHT STILL EXIST. RAD JULY 1981
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8846 ***********************************************************************
 AC8846  SACS        -  This is a Secondary Airport Control Station.
 AC8846  DESIGNATION -  ARP 1973 MDH
 AC8846  PID         -  AC8846
 AC8846  STATE/COUNTY-  IL/JACKSON
 AC8846  USGS QUAD   -  MURPHYSBORO (1978)
 AC8846
 AC8846                         *CURRENT SURVEY CONTROL
 AC8846  ___________________________________________________________________
 AC8846* NAD 83(1997)-  37 46 47.91959(N)    089 15 00.85116(W)     ADJUSTED  
 AC8846* NAVD 88     -       123.34   (meters)     404.7    (feet)  GPS OBS   
 AC8846  ___________________________________________________________________
 AC8846  X           -      66,048.933 (meters)                     COMP
 AC8846  Y           -  -5,047,069.817 (meters)                     COMP
 AC8846  Z           -   3,886,228.628 (meters)                     COMP
 AC8846  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AC8846  ELLIP HEIGHT-          94.16  (meters)          (02/03/05) GPS OBS
 AC8846  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AC8846
 AC8846  HORZ ORDER  -  FIRST
 AC8846  ELLP ORDER  -  FOURTH    CLASS II
 AC8846
 AC8846.This mark is at Southern Illinois Airport (MDH)
 AC8846
 AC8846.The horizontal coordinates were established by GPS observations
 AC8846.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 AC8846
 AC8846.The orthometric height was determined by GPS observations and a
 AC8846.high-resolution geoid model.
 AC8846
 AC8846.GPS derived orthometric heights for airport stations designated as
 AC8846.PACS or SACS are published to 2 decimal places.  This maintains
 AC8846.centimeter relative accuracy between the PACS and SACS.  It does
 AC8846.not indicate centimeter accuracy relative to other marks which are
 AC8846.part of the NAVD 88 network.
 AC8846
 AC8846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8846
 AC8846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8846
 AC8846.The ellipsoidal height was determined by GPS observations
 AC8846.and is referenced to NAD 83.
 AC8846
 AC8846.The geoid height was determined by GEOID03.
 AC8846
 AC8846;                    North         East     Units Scale Factor Converg.
 AC8846;SPC IL W     -   123,945.579   780,728.334   MT  1.00002142   +0 33 41.3
 AC8846;SPC IL W     -   406,644.79  2,561,439.54   sFT  1.00002142   +0 33 41.3
 AC8846;UTM  16      - 4,183,788.227   301,833.620   MT  1.00008371   -1 22 44.4
 AC8846
 AC8846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8846!SPC IL W     -   0.99998522  x   1.00002142  =   1.00000664
 AC8846!UTM  16      -   0.99998522  x   1.00008371  =   1.00006893
 AC8846
 AC8846                          SUPERSEDED SURVEY CONTROL
 AC8846
 AC8846  ELLIP H (08/05/04)   94.16   (m)                       GP(       ) 4 1
 AC8846
 AC8846.Superseded values are not recommended for survey control.
 AC8846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8846.See file dsdata.txt to determine how the superseded data were derived.
 AC8846
 AC8846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0183483788(NAD 83)
 AC8846_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC8846_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC8846_STAMPING: ARP 1973 MDH
 AC8846_MARK LOGO: NOS   
 AC8846_PROJECTION: FLUSH
 AC8846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8846+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 AC8846
 AC8846  HISTORY     - Date     Condition        Report By
 AC8846  HISTORY     - 1973     MONUMENTED       NOS
 AC8846  HISTORY     - 19930715 GOOD             NGS
 AC8846  HISTORY     - 20040603 GOOD             MSAM
 AC8846
 AC8846                          STATION DESCRIPTION
 AC8846
 AC8846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GFS)
 AC8846'THE STATION IS LOCATED AT THE SOUTHERN ILLINOIS AIRPORT WEST OF THE
 AC8846'INTERSECTION OF RUNWAYS 6/24 AND 18L/36R.  IT IS 255 FT (77.7 M) WEST
 AC8846'OF THE OUTER ONE OF TWO TAXIWAY LIGHTS AT THE INTERSECTION OF RUNWAY
 AC8846'6/24 AND THE TAXIWAY PARALLEL TO RUNWAY 18L/36R, 180.9 FT (55.1 M)
 AC8846'WEST-NORTHWEST OF THE FIRST RUNWAY LIGHT WEST OF THE TAXIWAY, 166.4 FT
 AC8846'(50.7 M) NORTHEAST OF THE SECOND RUNWAY LIGHT WEST OF THE TAXIWAY, 152
 AC8846'FT (46.3 M) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 6/24 AND 99.5 FT
 AC8846'(30.3 M) NORTHEAST OF THE NORTHEAST EDGE OF THE ROAD LEADING TO THE
 AC8846'WIND TEE.  THE STATION IS A STANDARD TOPO DISK STAMPED, ARP 1973 MDH
 AC8846'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AC8846
 AC8846                          STATION RECOVERY (2004)
 AC8846
 AC8846'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 AC8846'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 AC8846'STATION IS LOCATED AT THE SOUTHERN ILLINOIS AIRPORT.  IT IS 6.43 KM
 AC8846'(4.0 MI) NORTHWEST OF CARBONDALE, AND 8.0 KM (5.0 MI) NORTHEAST OF
 AC8846'MURPHYSBORO.   IT IS LOCATED IN THE GRASS AREA JUST WEST OF THE
 AC8846'INTERSECTION OF RUNWAYS 18L/36R AND  6/24, SOUTHEAST OF THE WINDSOCK.
 AC8846'THE AIRPORT IS CONTROLLED. PERMISSION TO USE THIS  STATION MUST BE
 AC8846'OBTAINED FROM THE AIRPORT MANAGER AND AIRPORT POLICE. CONTACT  AIRPORT
 AC8846'ENGINEER--MR JEFF LITHERLAND AT 665 N. AIRPORT RD. MURPHYSBORO, IL
 AC8846'62966 TELEPHONE 618-534-3662.  OWNERSHIP--SOUTHERN ILLINOIS AIRPORT
 AC8846' 
 AC8846'TO REACH THE STATION FROM THE COURTHOUSE IN MURPHYSBORO.  GO SOUTH ON
 AC8846'HIGHWAY 13  FOR 5.5 KM (3.4 MI) TO THE INTERSECTION OF HIGHWAY 13 AND
 AC8846'AIRPORT RD.  TURN LEFT (EAST) ON AIRPORT RD. FOR 2.25 KM (1.4 MI) TO
 AC8846'AN ACCESS RD LEADING EAST TO AN ELECTRONIC GATE. TURN RIGHT (EAST) ON
 AC8846'TO THE ACCESS RD FOR 61 M (200').  CONTINUE THROUGH THE GATE  FOR 61.0
 AC8846'M (200') TO A SERVICE APRON RD TURN LEFT (NORTH) ON THE APRON RD FOR
 AC8846'.64 KM  (.40 MI) TO TAXIWAY F, AT THE HOLDBAR FOR RUNWAY 6/24.  TURN
 AC8846'RIGHT (NORTHEAST) ON  RUNWAY 6/24 FOR .14 KM (0.09 MI) TO AN ASPHALT
 AC8846'SERVICE RD LEADING TO THE WINDSOCK. TURN LEFT (NORTH) ON THE SERVICE
 AC8846'RD FOR 91.0 M (300 FT) TO THE STATION ON THE RIGHT (NORTHEAST).
 AC8846' 
 AC8846'THE MARK IS A NOS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AC8846'50.9 M (167.0 FT)  NORTHWEST OF THE NORTHERN MOST OF TWO TAXIWAY
 AC8846'LIGHTS 2.0 M (6.5 FT) APART, 46.5 M (152.5  FT) NORTHWEST OF THE
 AC8846'NORTHWEST EDGE OF RUNWAY 6/24, 30.3 M (99.4 FT) NORTHEAST OF THE
 AC8846'NORTHEAST EDGE OF AN ASPHALT SERVICE RD LEADING TO THE WINDSOCK,  1.0
 AC8846'M (3.28 FT) SOUTH OF  A FIBERGLASS WITNESS POST.  THE STATION IS
 AC8846'DESIGNATED AS A SECONDARY AIRPORT CONTROL  STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1004 ***********************************************************************
 KB1004  DESIGNATION -  ARP 2
 KB1004  PID         -  KB1004
 KB1004  STATE/COUNTY-  IL/SANGAMON
 KB1004  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB1004
 KB1004                         *CURRENT SURVEY CONTROL
 KB1004  ___________________________________________________________________
 KB1004* NAD 83(1986)-  39 50 38.     (N)    089 40 40.     (W)     SCALED    
 KB1004* NAVD 88     -       179.175  (meters)     587.84   (feet)  ADJUSTED  
 KB1004  ___________________________________________________________________
 KB1004  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KB1004  DYNAMIC HT  -         179.078 (meters)     587.53  (feet)  COMP
 KB1004  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 KB1004
 KB1004  VERT ORDER  -  SECOND    CLASS 0
 KB1004
 KB1004.This mark is at Capital Airport (SPI)
 KB1004
 KB1004.The horizontal coordinates were scaled from a topographic map and have
 KB1004.an estimated accuracy of +/- 6 seconds.
 KB1004
 KB1004.The orthometric height was determined by differential leveling
 KB1004.and adjusted by the National Geodetic Survey in June 1991..
 KB1004
 KB1004.The geoid height was determined by GEOID03.
 KB1004
 KB1004.The dynamic height is computed by dividing the NAVD 88
 KB1004.geopotential number by the normal gravity value computed on the
 KB1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1004.degrees latitude (g = 980.6199 gals.).
 KB1004
 KB1004.The modeled gravity was interpolated from observed gravity values.
 KB1004
 KB1004;                    North         East    Units  Estimated Accuracy
 KB1004;SPC IL W     -   352,770.      741,840.      MT  (+/- 180 meters Scaled)
 KB1004
 KB1004                          SUPERSEDED SURVEY CONTROL
 KB1004
 KB1004  NGVD 29 (??/??/92)  179.273  (m)          588.16   (f) ADJ UNCH    2 0
 KB1004
 KB1004.Superseded values are not recommended for survey control.
 KB1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1004.See file dsdata.txt to determine how the superseded data were derived.
 KB1004
 KB1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK708138(NAD 83)
 KB1004_MARKER: DT = TOPOGRAPHIC STATION DISK
 KB1004_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KB1004_SP_SET: TILE
 KB1004_STAMPING: ARP 2 1958
 KB1004_MARK LOGO: CGS   
 KB1004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KB1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1004
 KB1004  HISTORY     - Date     Condition        Report By
 KB1004  HISTORY     - 1958     MONUMENTED       CGS
 KB1004  HISTORY     - 1968     GOOD             NGS
 KB1004  HISTORY     - 1980     GOOD             USGS
 KB1004  HISTORY     - 19950715 GOOD             NGS
 KB1004
 KB1004                          STATION DESCRIPTION
 KB1004
 KB1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KB1004'2 MI NW FROM SPRINGFIELD.
 KB1004'LOCATED AT CAPITAL AIRPORT, SPRINGFIELD, ILLINOIS, IN THE
 KB1004'APPROXIMATE GEOMETRIC CENTER OF THE LANDING AREA, 243.6 FEET
 KB1004'SOUTHEAST OF THE CENTERLINE OF RUNWAY 4-22 AND 144.9 FEET
 KB1004'SOUTHWEST OF THE CENTERLINE OF RUNWAY 12-30.  A STANDARD
 KB1004'TOPOGRAPHIC DISK STAMPED ARP 2 1958 CEMENTED IN THE TOP OF A 6
 KB1004'INCH TILE FLUSH WITH THE GROUND.
 KB1004
 KB1004                          STATION RECOVERY (1968)
 KB1004
 KB1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KB1004'RECOVERED IN GOOD CONDITION.
 KB1004
 KB1004                          STATION RECOVERY (1980)
 KB1004
 KB1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB1004'RECOVERED IN GOOD CONDITION.
 KB1004
 KB1004                          STATION RECOVERY (1995)
 KB1004
 KB1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DAH)
 KB1004'THE STATION IS LOCATED AT THE CENTER OF THE AIRPORT JUST SOUTH OF THE
 KB1004'INTERSECTION OF RWYS 4-22 AND 13-31.  IT IS 168.7 FT (51.4 M)
 KB1004'SOUTHEAST OF THE SOUTHEAST EDGE OF RWY 4-22 AND 69.9 FT (21.3 M)
 KB1004'SOUTHWEST OF THE SOUTHWEST EDGE OF RWY 13-31.  IT IS 160.7 FT (49.0 M)
 KB1004'EAST OF RWY LT 23 (FIRST LIGHT SOUTHWEST OF THE INTERSECTION), 141.3
 KB1004'FT (43.1 M) SOUTHEAST OF RWY LT 30-8 (LIGHT AT THE INTERSECTION), AND
 KB1004'93.3 FT (28.4 M) WEST OF RWY LT 30-9 (FIRST LIGHT SOUTHEAST OF THE
 KB1004'INTERSECTION), 132.4 FT (40.4 M) EAST OF THE CENTER OF A SIGN, AND
 KB1004'98.6 FT (30.1 M) WEST OF THE CENTER OF A SIGN. IT IS A USCGS TOPO DISK
 KB1004'STAMPED ARP 2 1958 AND SET IN THE TOP OF A CONCRETE POST 0.4 FT (12.2
 KB1004'CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1388 ***********************************************************************
 KA1388  DESIGNATION -  ARROW
 KA1388  PID         -  KA1388
 KA1388  STATE/COUNTY-  IL/CLARK
 KA1388  USGS QUAD   -  MARSHALL (1979)
 KA1388
 KA1388                         *CURRENT SURVEY CONTROL
 KA1388  ___________________________________________________________________
 KA1388* NAD 83(1997)-  39 23 29.43739(N)    087 42 34.80819(W)     ADJUSTED  
 KA1388* NAVD 88     -       186.544  (meters)     612.02   (feet)  ADJUSTED  
 KA1388  ___________________________________________________________________
 KA1388  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KA1388  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KA1388  DYNAMIC HT  -         186.438 (meters)     611.67  (feet)  COMP
 KA1388  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 KA1388
 KA1388  HORZ ORDER  -  SECOND
 KA1388  VERT ORDER  -  SECOND    CLASS 0
 KA1388
 KA1388.The horizontal coordinates were established by classical geodetic methods
 KA1388.and adjusted by the National Geodetic Survey in October 1999..
 KA1388
 KA1388.The orthometric height was determined by differential leveling
 KA1388.and adjusted by the National Geodetic Survey in June 1991..
 KA1388
 KA1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1388
 KA1388.The geoid height was determined by GEOID03.
 KA1388
 KA1388.The dynamic height is computed by dividing the NAVD 88
 KA1388.geopotential number by the normal gravity value computed on the
 KA1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1388.degrees latitude (g = 980.6199 gals.).
 KA1388
 KA1388.The modeled gravity was interpolated from observed gravity values.
 KA1388
 KA1388;                    North         East     Units Scale Factor Converg.
 KA1388;SPC IL E     -   302,627.701   353,725.672   MT  1.00001052   +0 23 44.9
 KA1388;SPC IL E     -   992,871.05  1,160,514.98   sFT  1.00001052   +0 23 44.9
 KA1388;UTM  16      - 4,360,464.563   438,888.307   MT  0.99964598   -0 27 01.4
 KA1388
 KA1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1388!SPC IL E     -   0.99997578  x   1.00001052  =   0.99998630
 KA1388!UTM  16      -   0.99997578  x   0.99964598  =   0.99962177
 KA1388
 KA1388|---------------------------------------------------------------------|
 KA1388| PID    Reference Object                     Distance      Geod. Az  |
 KA1388|                                                           dddmmss.s |
 KA1388| KA1386 ARROW RM 1                            6.198 METERS 04829     |
 KA1388| KA1869 MARSHALL MUNICIPAL TANK             APPROX. 1.4 KM 0941736.8 |
 KA1388| KA1387 ARROW RM 2                            7.870 METERS 20428     |
 KA1388|---------------------------------------------------------------------|
 KA1388
 KA1388                          SUPERSEDED SURVEY CONTROL
 KA1388
 KA1388  NAD 83(1997)-  39 23 29.43715(N)    087 42 34.80762(W) AD(       ) 2
 KA1388  NAD 83(1986)-  39 23 29.44540(N)    087 42 34.80097(W) AD(       ) 2
 KA1388  NAD 27      -  39 23 29.31640(N)    087 42 34.69900(W) AD(       ) 2
 KA1388  NGVD 29 (??/??/92)  186.625  (m)          612.29   (f) ADJ UNCH    2 0
 KA1388
 KA1388.Superseded values are not recommended for survey control.
 KA1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1388.See file dsdata.txt to determine how the superseded data were derived.
 KA1388
 KA1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ3888860465(NAD 83)
 KA1388_MARKER: DS = TRIANGULATION STATION DISK
 KA1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1388_STAMPING: ARROW 1959
 KA1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1388+STABILITY: SURFACE MOTION
 KA1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1388+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KA1388
 KA1388  HISTORY     - Date     Condition        Report By
 KA1388  HISTORY     - 1959     MONUMENTED       CGS
 KA1388  HISTORY     - 1960     GOOD             NGS
 KA1388  HISTORY     - 1964     GOOD             ILDT
 KA1388  HISTORY     - 19981030 MARK NOT FOUND   USPSQD
 KA1388  HISTORY     - 20050208 GOOD             ILDT
 KA1388
 KA1388                          STATION DESCRIPTION
 KA1388
 KA1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1388'THE STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF THE CENTER OF
 KA1388'MARSHALL, ABOUT 0.1 MILE WEST-NORTHWEST OF THE NORTHWEST CORNER
 KA1388'OF FAIRGOURNDS AND RACE TRACK AND ABOUT 200 FEET SOUTH OF U.S.
 KA1388'HIGHWAY 40.
 KA1388'
 KA1388'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KA1388'HIGHWAY 1, IN THE NORTH EDGE OF MARSHALL, GO WESTERLY ON U.S.
 KA1388'HIGHWAY 40 FOR 1.25 MILES TO A ROAD SIDE PARK ON RIGHT AND A DIM ROAD
 KA1388'LEFT, TURN LEFT AND GO SOUTHWEST ACROSS OPEN FIELD FOR 0.1
 KA1388'MILE TO THE NORTH EDGE OF WOODS AND THE STATION AS DESCRIBED.
 KA1388'
 KA1388'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF 12 X 12
 KA1388'INCH CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES AND THE DISK
 KA1388'IS STAMPED ARROW 1959. IT IS 224 FEET WEST OF DIM FIELD ROAD, 190
 KA1388'FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 40, 10 FEET
 KA1388'NNE OF A TRIANGLE-BLAZED TREE AND 4.2 FEET N OF WITNESS POST.
 KA1388'
 KA1388'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KA1388'A 12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 KA1388'AND THE DISK IS STAMPED ARROW NO 1 1959. IT IS 206 FEET WEST OF THE
 KA1388'CENTER OF DIM FIELD ROAD, 195 FEET SOUTH OF THE APPROXIMATE
 KA1388'CENTER OF U.S. HIGHWAY 40, 24 FEET EAST-NORTHEAST OF A TRIANGLE-BLAZED
 KA1388'TREE AND 19 FEET EAST OF WITNESS POST.
 KA1388'
 KA1388'REFERENCE MARK NO.2 IS A STANDARD REFERENCE MARK SET IN TOP OF A 12 X
 KA1388'12 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE
 KA1388'DISK IS STAMPED ARROW NO 2 1959. IT IS 26 FEET WEST OF WITNESS POST,
 KA1388'22 FEET WEST-NORTHWEST OF A TRIANGLE-BLAZED TREE AND 194
 KA1388'FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 40.
 KA1388'NO AZIMUTH MARK ESTABLISHED.
 KA1388'
 KA1388'MARSHALL, MUNICIPAL
 KA1388'WATER TANK IS VISIBLE FROM THE GROUND AND MAY BE USED AS AZIMUTH.
 KA1388
 KA1388                          STATION RECOVERY (1960)
 KA1388
 KA1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KA1388'1.2 MI SW FROM MARSHALL.
 KA1388'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1388'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, AT THE JUNCTION OF
 KA1388'A DIRT ROAD SOUTHEAST, 190 FEET SOUTHEAST OF THE CENTER LINE OF
 KA1388'THE HIGHWAY, 225 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD
 KA1388'SOUTHEAST, 10 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED 6-INCH
 KA1388'HICKORY TREE, 4.2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST,
 KA1388'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KA1388
 KA1388                          STATION RECOVERY (1964)
 KA1388
 KA1388'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964 (DEW)
 KA1388'STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION. MARSHALL
 KA1388'MUNICIPAL W.T. NO LONGER VISIBLE FROM GROUND.
 KA1388
 KA1388                          STATION RECOVERY (1998)
 KA1388
 KA1388'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1388'MARK NOT FOUND.
 KA1388
 KA1388                          STATION RECOVERY (2005)
 KA1388
 KA1388'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1386 ***********************************************************************
 KA1386  DESIGNATION -  ARROW RM 1
 KA1386  PID         -  KA1386
 KA1386  STATE/COUNTY-  IL/CLARK
 KA1386  USGS QUAD   -  MARSHALL (1979)
 KA1386
 KA1386                         *CURRENT SURVEY CONTROL
 KA1386  ___________________________________________________________________
 KA1386* NAD 83(1986)-  39 23 29.     (N)    087 42 34.     (W)     SCALED    
 KA1386* NAVD 88     -       186.425  (meters)     611.63   (feet)  ADJUSTED  
 KA1386  ___________________________________________________________________
 KA1386  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KA1386  DYNAMIC HT  -         186.319 (meters)     611.28  (feet)  COMP
 KA1386  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 KA1386
 KA1386  VERT ORDER  -  SECOND    CLASS 0
 KA1386
 KA1386.The horizontal coordinates were scaled from a topographic map and have
 KA1386.an estimated accuracy of +/- 6 seconds.
 KA1386
 KA1386.The orthometric height was determined by differential leveling
 KA1386.and adjusted by the National Geodetic Survey in June 1991..
 KA1386
 KA1386.The geoid height was determined by GEOID03.
 KA1386
 KA1386.The dynamic height is computed by dividing the NAVD 88
 KA1386.geopotential number by the normal gravity value computed on the
 KA1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1386.degrees latitude (g = 980.6199 gals.).
 KA1386
 KA1386.The modeled gravity was interpolated from observed gravity values.
 KA1386
 KA1386;                    North         East    Units  Estimated Accuracy
 KA1386;SPC IL E     -   302,610.      353,750.      MT  (+/- 180 meters Scaled)
 KA1386
 KA1386                          SUPERSEDED SURVEY CONTROL
 KA1386
 KA1386  NGVD 29 (??/??/92)  186.506  (m)          611.90   (f) ADJ UNCH    2 0
 KA1386
 KA1386.Superseded values are not recommended for survey control.
 KA1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1386.See file dsdata.txt to determine how the superseded data were derived.
 KA1386
 KA1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ389604(NAD 83)
 KA1386_MARKER: DR = REFERENCE MARK DISK
 KA1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1386_STAMPING: ARROW NO 1 1959
 KA1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1386+STABILITY: SURFACE MOTION
 KA1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1386+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KA1386
 KA1386  HISTORY     - Date     Condition        Report By
 KA1386  HISTORY     - 1959     MONUMENTED       CGS
 KA1386  HISTORY     - 1960     GOOD             NGS
 KA1386  HISTORY     - 19981030 MARK NOT FOUND   USPSQD
 KA1386  HISTORY     - 20050208 GOOD             ILDT
 KA1386
 KA1386                          STATION DESCRIPTION
 KA1386
 KA1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1386'1.2 MI SW FROM MARSHALL.
 KA1386'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1386'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, AT THE JUNCTION OF
 KA1386'A DIRT ROAD SOUTHEAST, 196 1/2 FEET SOUTHEAST OF THE CENTER LINE
 KA1386'OF THE HIGHWAY, 205 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT
 KA1386'ROAD SOUTHEAST, 24 FEET NORTHEAST OF A TRIANGULAR BLAZED 6-INCH
 KA1386'HICKORY TREE, 20.4 FEET NORTHEAST OF TRIANGULATION STATION ARROW,
 KA1386'19.3 FEET NORTHEAST OF A METAL WITNESS POST AND SET IN THE TOP OF
 KA1386'A CONCRETE POST PROJECTING 4 INCHES.
 KA1386
 KA1386                          STATION RECOVERY (1998)
 KA1386
 KA1386'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1386'MARK NOT FOUND.
 KA1386
 KA1386                          STATION RECOVERY (2005)
 KA1386
 KA1386'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1387 ***********************************************************************
 KA1387  DESIGNATION -  ARROW RM 2
 KA1387  PID         -  KA1387
 KA1387  STATE/COUNTY-  IL/CLARK
 KA1387  USGS QUAD   -  MARSHALL (1979)
 KA1387
 KA1387                         *CURRENT SURVEY CONTROL
 KA1387  ___________________________________________________________________
 KA1387* NAD 83(1986)-  39 23 29.     (N)    087 42 34.     (W)     SCALED    
 KA1387* NAVD 88     -       186.668  (meters)     612.43   (feet)  ADJUSTED  
 KA1387  ___________________________________________________________________
 KA1387  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KA1387  DYNAMIC HT  -         186.562 (meters)     612.08  (feet)  COMP
 KA1387  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 KA1387
 KA1387  VERT ORDER  -  SECOND    CLASS 0
 KA1387
 KA1387.The horizontal coordinates were scaled from a topographic map and have
 KA1387.an estimated accuracy of +/- 6 seconds.
 KA1387
 KA1387.The orthometric height was determined by differential leveling
 KA1387.and adjusted by the National Geodetic Survey in June 1991..
 KA1387
 KA1387.The geoid height was determined by GEOID03.
 KA1387
 KA1387.The dynamic height is computed by dividing the NAVD 88
 KA1387.geopotential number by the normal gravity value computed on the
 KA1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1387.degrees latitude (g = 980.6199 gals.).
 KA1387
 KA1387.The modeled gravity was interpolated from observed gravity values.
 KA1387
 KA1387;                    North         East    Units  Estimated Accuracy
 KA1387;SPC IL E     -   302,610.      353,750.      MT  (+/- 180 meters Scaled)
 KA1387
 KA1387                          SUPERSEDED SURVEY CONTROL
 KA1387
 KA1387  NGVD 29 (??/??/92)  186.750  (m)          612.70   (f) ADJ UNCH    2 0
 KA1387
 KA1387.Superseded values are not recommended for survey control.
 KA1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1387.See file dsdata.txt to determine how the superseded data were derived.
 KA1387
 KA1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ389604(NAD 83)
 KA1387_MARKER: DR = REFERENCE MARK DISK
 KA1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1387_STAMPING: ARROW NO 2 1959
 KA1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1387+STABILITY: SURFACE MOTION
 KA1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1387+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KA1387
 KA1387  HISTORY     - Date     Condition        Report By
 KA1387  HISTORY     - 1959     MONUMENTED       CGS
 KA1387  HISTORY     - 1960     GOOD             NGS
 KA1387  HISTORY     - 19981030 MARK NOT FOUND   USPSQD
 KA1387  HISTORY     - 20050208 GOOD             ILDT
 KA1387
 KA1387                          STATION DESCRIPTION
 KA1387
 KA1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1387'1.2 MI SW FROM MARSHALL.
 KA1387'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1387'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, AT THE JUNCTION OF
 KA1387'A DIRT ROAD SOUTHEAST, 195 1/2 FEET SOUTHEAST OF THE CENTER LINE
 KA1387'OF THE HIGHWAY, 250 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KA1387'DIRT ROAD SOUTHEAST, 22 FEET SOUTHWEST OF A TRIANGULAR BLAZED 6-INCH
 KA1387'HICKORY TREE, 25.8 FEET SOUTHWEST OF A METAL WITNESS POST AND SET
 KA1387'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KA1387
 KA1387                          STATION RECOVERY (1998)
 KA1387
 KA1387'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1387'MARK NOT FOUND.
 KA1387
 KA1387                          STATION RECOVERY (2005)
 KA1387
 KA1387'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0080 ***********************************************************************
 LC0080  CBN         -  This is a Cooperative Base Network Control Station.
 LC0080  DESIGNATION -  ARTESIA
 LC0080  PID         -  LC0080
 LC0080  STATE/COUNTY-  IL/IROQUOIS
 LC0080  USGS QUAD   -  ONARGA WEST (1986)
 LC0080
 LC0080                         *CURRENT SURVEY CONTROL
 LC0080  ___________________________________________________________________
 LC0080* NAD 83(1997)-  40 37 42.68394(N)    088 02 38.92861(W)     ADJUSTED  
 LC0080* NAVD 88     -       206.049  (meters)     676.01   (feet)  ADJUSTED  
 LC0080  ___________________________________________________________________
 LC0080  X           -     165,448.843 (meters)                     COMP
 LC0080  Y           -  -4,844,861.704 (meters)                     COMP
 LC0080  Z           -   4,131,315.048 (meters)                     COMP
 LC0080  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 LC0080  ELLIP HEIGHT-         173.69  (meters)          (10/15/04) GPS OBS
 LC0080  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LC0080  DYNAMIC HT  -         205.955 (meters)     675.70  (feet)  COMP
 LC0080  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 LC0080
 LC0080  HORZ ORDER  -  B
 LC0080  VERT ORDER  -  SECOND    CLASS 0
 LC0080  ELLP ORDER  -  FOURTH    CLASS II
 LC0080
 LC0080.The horizontal coordinates were established by GPS observations
 LC0080.and adjusted by the National Geodetic Survey in July 1998..
 LC0080
 LC0080.The orthometric height was determined by differential leveling
 LC0080.and adjusted by the National Geodetic Survey in June 1991..
 LC0080
 LC0080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0080
 LC0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0080
 LC0080.The ellipsoidal height was determined by GPS observations
 LC0080.and is referenced to NAD 83.
 LC0080
 LC0080.The geoid height was determined by GEOID03.
 LC0080
 LC0080.The dynamic height is computed by dividing the NAVD 88
 LC0080.geopotential number by the normal gravity value computed on the
 LC0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0080.degrees latitude (g = 980.6199 gals.).
 LC0080
 LC0080.The modeled gravity was interpolated from observed gravity values.
 LC0080
 LC0080;                    North         East     Units Scale Factor Converg.
 LC0080;SPC IL E     -   439,830.429   324,466.253   MT  0.99998237   +0 11 17.9
 LC0080;SPC IL E     - 1,443,010.33  1,064,519.70   sFT  0.99998237   +0 11 17.9
 LC0080;UTM  16      - 4,498,044.931   411,693.726   MT  0.99969598   -0 40 47.8
 LC0080
 LC0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0080!SPC IL E     -   0.99997275  x   0.99998237  =   0.99995513
 LC0080!UTM  16      -   0.99997275  x   0.99969598  =   0.99966874
 LC0080
 LC0080|---------------------------------------------------------------------|
 LC0080| PID    Reference Object                     Distance      Geod. Az  |
 LC0080|                                                           dddmmss.s |
 LC0080| CI6643 ARTESIA RM 3                         49.615 METERS 00149     |
 LC0080| LC0081 ARTESIA RM 1                         21.495 METERS 11319     |
 LC0080| LC0079 ARTESIA RM 2                         12.808 METERS 16151     |
 LC0080| LC0078 ARTESIA AZ MK                                      1753953.6 |
 LC0080|---------------------------------------------------------------------|
 LC0080
 LC0080                          SUPERSEDED SURVEY CONTROL
 LC0080
 LC0080  ELLIP H (07/17/98)  173.69   (m)                       GP(       ) 4 1
 LC0080  NAD 83(1986)-  40 37 42.68918(N)    088 02 38.91907(W) AD(       ) 1
 LC0080  NAD 83(1986)-  40 37 42.69275(N)    088 02 38.93566(W) AD(       ) 2
 LC0080  NAD 27      -  40 37 42.56320(N)    088 02 38.78640(W) AD(       ) 2
 LC0080  NAVD 88 (07/17/98)  206.05   (m)          676.0    (f) LEVELING    3  
 LC0080  NGVD 29 (??/??/92)  206.116  (m)          676.23   (f) ADJ UNCH    2 0
 LC0080
 LC0080.Superseded values are not recommended for survey control.
 LC0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0080.See file dsdata.txt to determine how the superseded data were derived.
 LC0080
 LC0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1169498045(NAD 83)
 LC0080_MARKER: DS = TRIANGULATION STATION DISK
 LC0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0080_SP_SET: CONCRETE POST
 LC0080_STAMPING: ARTESIA 1959
 LC0080_MARK LOGO: CGS   
 LC0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0080+STABILITY: SURFACE MOTION
 LC0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0080+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC0080
 LC0080  HISTORY     - Date     Condition        Report By
 LC0080  HISTORY     - 1959     MONUMENTED       CGS
 LC0080  HISTORY     - 1959     GOOD             CGS
 LC0080  HISTORY     - 1979     GOOD             NGS
 LC0080  HISTORY     - 1979     GOOD             NGS
 LC0080  HISTORY     - 19900904 GOOD             NGS
 LC0080  HISTORY     - 19970506 GOOD             NGS
 LC0080  HISTORY     - 200205   GOOD             ASCPC
 LC0080
 LC0080                          STATION DESCRIPTION
 LC0080
 LC0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0080'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF BUCKLEY
 LC0080'ON PROPERTY OWNED AND OCCUPIED BY MR. RALPH W. BARBER.
 LC0080'
 LC0080'TO REACH THE STATION FROM THE POST OFFICE IN BUCKLEY, GO
 LC0080'NORTH ON U.S. HIGHWAY 45 FOR 2.0 MILES TO A CROSSROAD, TURN
 LC0080'LEFT, WEST, ON GRAVEL ROAD FOR 0.9 MILE TO A T-INTERSECTION,
 LC0080'TURN RIGHT, NORTH, FOR 0.15 MILE TO THE STATION ON THE LEFT
 LC0080'AT A PRIVATE DRIVEWAY LEADING WEST TO THE BARBER HOME.
 LC0080'
 LC0080'STATION MARK, A STANDARD DISK STAMPED ARTESIA 1959, IS SET
 LC0080'IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LC0080'SURFACE OF THE GROUND.  THE MARK IS 39 FEET WEST OF THE
 LC0080'APPROXIMATE CENTER OF THE GRAVEL ROAD, 22 FEET NORTH OF THE
 LC0080'APPROXIMATE CENTER OF THE DRIVEWAY, 13.6 FEET WEST OF A FENCE
 LC0080'CORNER, 2.2 FEET SOUTH OF A FENCE LINE AND 1.6 FEET SOUTH
 LC0080'OF A WITNESS POST.
 LC0080'
 LC0080'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED ARTESIA
 LC0080'NO 1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0080'PROJECTS 1 INCH.  THE MARK IS 26 FEET EAST OF THE APPROXIMATE
 LC0080'CENTER OF THE GRAVEL ROAD, 16 FEET SOUTH OF A TELEPHONE POLE
 LC0080'AND 5 INCHES WEST OF A FENCE LINE.
 LC0080'
 LC0080'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED ARTESIA
 LC0080'NO 2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0080'PROJECTS 2 INCHES.  THE MARK IS 27 FEET WEST OF THE APPROXIMATE
 LC0080'CENTER OF THE GRAVEL ROAD, 18.5 FEET SOUTH OF THE APPROXIMATE
 LC0080'CENTER OF THE DRIVEWAY AND 8 INCHES NORTHEAST OF A FENCE
 LC0080'LINE.
 LC0080'
 LC0080'AZIMUTH MARK, A STANDARD DISK STAMPED ARTESIA 1959, IS SET
 LC0080'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LC0080'THE MARK IS 0.05 MILES SOUTH OF A DRIVEWAY LEADING EAST,
 LC0080'29.6 FEET SOUTH OF A TELEPHONE POLE, 27 FEET EAST OF THE
 LC0080'APPROXIMATE CENTER OF THE GRAVEL ROAD, 6.6 FEET WEST-NORTHWEST
 LC0080'OF THE SOUTHWEST CORNER OF A FENCED IN YARD AND 1.8 FEET
 LC0080'NORTH OF A WITNESS POST.
 LC0080'
 LC0080'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 LC0080'GRAVEL ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT, CONTINUE STRAIGHT
 LC0080'AHEAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LC0080
 LC0080                          STATION RECOVERY (1959)
 LC0080
 LC0080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0080'2.3 MI N FROM BUCKLEY.
 LC0080'ABOUT 0.4 MILES NORTH ALONG U.S. 45 FROM THE POST OFFICE AT
 LC0080'BUCKLEY, THENCE 0.35 MILES WEST ALONG AN ASPHALT ROAD, THENCE 1.55
 LC0080'MILES NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF A FARM
 LC0080'DRIVEWAY WEST TO A FARM HOUSE, 38 FEET WEST OF THE CENTER LINE
 LC0080'OF THE ROAD, 22 FEET SOUTH OF THE CENTER LINE OF THE FARM
 LC0080'DRIVEWAY, 65 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 20 FEET
 LC0080'WEST-NORTHWEST OF THE NORTH END OF A PIPE CULVERT, 2 FEET SOUTH
 LC0080'OF A FENCE, 14 FEET WEST-SOUTHWEST OF A T-FENCE CORNER, 1.8 FEET
 LC0080'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 LC0080'ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LC0080
 LC0080                          STATION RECOVERY (1979)
 LC0080
 LC0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0080'STATION MARK, RM 2 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  RM 1
 LC0080'FOUND UPROOTED.  THE DISK WAS SALVAGED.  THE AZIMUTH MARK WAS NOT
 LC0080'VISIBLE TO STATION AS CORN CROPS ON LINE.  NOTHING ELSE VISIBLE AT
 LC0080'THIS TIME.  THE DISTANCE TO RM 2 CHECKED.
 LC0080'
 LC0080'DUE TO HIGHWAY CHANGES A NEW DESCRIPTION AND TOO REACH FOLLOWS.
 LC0080'
 LC0080'STATION IS LOCATED ABOUT 2 MILES NORTH NORTHWEST OF BUCKLEY, AND ON
 LC0080'ROAD RIGHT OF WAY.
 LC0080'
 LC0080'TO REACH THE STATION FROM THE POST OFFICE AT BUCKLEY, GO NORTH ON
 LC0080'U.S. HIGHWAY 45 FOR 0.4 MILE TO CROSSROADS.  TURN LEFT GO WEST ON
 LC0080'ROBERTS ROAD FOR 0.4 MILE TO CROSSROADS.  TURN RIGHT, GO NORTH ON
 LC0080'PAVED ROAD FOR 1.4 MILE TO THE AZIMUTH MARK ON RIGHT.  CONTINUE AHEAD
 LC0080'FOR 0.25 MILE TO THE STATION ON LEFT AT A DRIVEWAY WEST IN THE
 LC0080'NORTHWEST ANGLE.
 LC0080'
 LC0080'THE STATION IS 165 FEET SOUTH OF A POWER LINE POLE, 162 FEET SOUTH OF
 LC0080'A METAL WITNESS POST, 63.3 FEET WEST OF A UNDERGROUND TELEPHONE
 LC0080'JUNCTION BOX, 39 FEET WEST OF CENTERLINE OF ROAD, 21 FEET NORTH OF THE
 LC0080'CENTERLINE OF GRAVELED DRIVEWAY, 21 FEET WEST NORTHWEST OF THE NORTH
 LC0080'END OF A METAL CULVERT.  THE MARK IS FLUSH AND THE DISK STAMPED
 LC0080'ARTESIA 1959.
 LC0080'
 LC0080'REFERENCE MARK 2 IS 27 FEET WEST OF CENTERLINE OF ROAD, 18 FEET
 LC0080'SOUTH OF CENTERLINE OF DRIVEWAY, 9 FEET WEST OF SOUTH END OF THE METAL
 LC0080'CULVERT.  THE MARK PROJECTS 8 INCHES AND THE DISK STAMPED ARTESIA NO
 LC0080'2 1959.
 LC0080'
 LC0080'REFERENCE MARK 3 IS 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 2
 LC0080'FEET SOUTH OF A POWER LINE POLE WITH BRACES, 1 FOOT NORTHWEST OF A
 LC0080'METAL WITNESS POST.  THE MARK IS AN ALUMINUM 3-FOOT PRE CAST MARKER
 LC0080'THAT PROJECTS 2 INCHES THE DISK STAMPED ARTESIA 1959 NO 3 1979.
 LC0080'
 LC0080'THE AZIMUTH MARK IS ABOUT 0.05 MILE SOUTH OF A DRIVEWAY TO THE EAST,
 LC0080'27 FEET EAST OF THE CENTERLINE OF ROAD, AT THE SOUTHWEST CORNER OF
 LC0080'LAWN OF A LARGE 2 STORY FRAME HOUSE.  THE MARK IS FLUSH AND THE DISK
 LC0080'STAMPED ARTESIA 1959.
 LC0080
 LC0080                          STATION RECOVERY (1979)
 LC0080
 LC0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LC0080'ABOUT 0.4 MILE N ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE AT
 LC0080'BUCKLEY, THENCE 0.4 MILE W ALONG ROBERT ROAD, THENCE 1.65 MILE N
 LC0080'ALONG PAVED ROAD TO DRIVEWAY ON LEFT 39 FT W OF CENTER LINE OF ROAD ,
 LC0080'FT N OF CENTER LINE OF DRIVEWAY, 21 FT WNW OF N METAL CULVERT, 63.3
 LC0080'FT W OF AN UNDERGROUND TELEPHONE JUNCTION BOX, 165 FT S OF A POWER
 LC0080'LINE POLE, 162 FT S OF A METAL WITNESS POST.
 LC0080
 LC0080                          STATION RECOVERY (1990)
 LC0080
 LC0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LC0080'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 LC0080'FOR.  STATION IS ALSO A BENCH MARK.  STATION IS LOCATED ABOUT 3.5 KM
 LC0080'(2.2 MI) NORTH OF BUCKLEY, AT JUNCTION OF A PAVED ROAD AND A FARM
 LC0080'LANE, IN A MOWED STRIP BETWEEN LANE AND A CULTIVATED FIELD, ON THE
 LC0080'EAST EDGE OF SECTION 15, T 25 N, R 10 E.  OWNERSHIP--JAMES P. FINE,
 LC0080'RR1, BUCKLEY, IL 60918.  PHONE IS 217-394-2503.  MR. FINE LIVES AT
 LC0080'END OF LANE.
 LC0080'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND ROAD 800 N
 LC0080'(EXIT 272, BUCKLEY EXIT), ABOUT 2 KM (1.2 MI) NORTHWEST OF BUCKLEY,
 LC0080'GO EAST ON ROAD 800 N FOR 1.10 KM (0.68 MI) TO A PAVED CROSSROAD.
 LC0080'TURN LEFT, NORTH, ON ROAD 400 E FOR 1.08 KM (0.67 MI) TO TOP OF
 LC0080'OVERPASS.  CONTINUE NORTH FOR 1.38 KM (0.86 MI) TO ROAD 950 N ON THE
 LC0080'RIGHT.  CONTINUE NORTH FOR 0.23 KM (0.14 MI) TO A GRAVEL LANE LEFT
 LC0080'AND STATION.
 LC0080'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 10 CM
 LC0080'BELOW GROUND.  IT IS 11.7 M (38.4 FT) WEST OF THE ROAD CENTER, 6.5 M
 LC0080'(21.3 FT) NORTH OF THE LANE CENTER, 3.6 M (11.8 FT) WEST OF A UTILITY
 LC0080'POLE WITH TWO GUYWIRES, AND 6.5 M (21.3 FT) WEST-NORTHWEST OF NORTH
 LC0080'END OF METAL DRAIN PIPE UNDER THE LANE.
 LC0080
 LC0080                          STATION RECOVERY (1997)
 LC0080
 LC0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LC0080'THE STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTH-SOUTHWEST OF
 LC0080'KANKAKEE, 29 KM (18.00 MI) NORTH-NORTHEAST OF CHAMPAIGN, 3.5 KM (2.15
 LC0080'MI) NORTH OF BUCKLEY, NEAR THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 LC0080'AND IN THE NORTHWEST QUADRANT OF THE JUNCTION OF A PAVED ROAD AND A
 LC0080'GRAVEL AND PAVED ROAD LEADING WEST TO A FARM HOUSE. OWNERSHIP--JAMES
 LC0080'P. FINE, 963 NORTH 400 EAST ROAD, BUCKLEY, IL 60918.  PHONE
 LC0080'217-394-2503.  MR. FINE LIVES IN THE FARM HOUSE. NOTE--MR. FINE
 LC0080'INFORMED ME THAT THE PROPERTY IS FOR SALE AND OWNERSHIP COULD CHANGE
 LC0080'IN THE NEAR FUTURE.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 LC0080'INTERSTATE HIGHWAY 57 AND COUNTY ROAD 800 (EXIT 272, BUCKLEY EXIT),
 LC0080'ABOUT 2 KM (1.25 MI) NORTHWEST OF BUCKLEY, GO EAST ON ROAD 800 FOR
 LC0080'1.10 KM (0.70 MI) TO A PAVED CROSSROAD.  TURN LEFT, NORTH, ON COUNTY
 LC0080'ROAD 400 E FOR 1.08 KM (0.65 MI) TO THE TOP OF AN OVERPASS.  CONTINUE
 LC0080'AHEAD, NORTH, ON THE ROAD FOR 1.38 KM (0.85 MI) TO ROAD 950 ON THE
 LC0080'RIGHT.  CONTINUE AHEAD, NORTH, ON ROAD 400E FOR 0.23 KM (0.15 MI) TO
 LC0080'THE STATION ON THE LEFT JUST AFTER A GRAVEL DRIVE ON THE LEFT.  THE
 LC0080'STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST RECESSED 5
 LC0080'CM BELOW THE GROUND.  IT IS 11.7 M (38.4 FT) WEST OF THE PAVED ROAD
 LC0080'CENTER, 6.5 M (21.3 FT) NORTH OF THE CENTER OF THE DRIVE TO THE FARM
 LC0080'HOUSE, 6.5 M (21.3 FT) WEST-NORTHWEST OF THE NORTH END OF A STEEL
 LC0080'CULVERT UNDER THE LANE, 3.9 M (12.8 FT) WEST OF A FIBERGLASS WITNESS
 LC0080'POST, AND 3.6 M (11.8 FT) WEST OF A POWER POLE WITH TWO GUY WIRES.
 LC0080
 LC0080                          STATION RECOVERY (2002)
 LC0080
 LC0080'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0080'RECOVERED AS DESCRIBED
 LC0080' 
 LC0080'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0078 ***********************************************************************
 LC0078  DESIGNATION -  ARTESIA AZ MK
 LC0078  PID         -  LC0078
 LC0078  STATE/COUNTY-  IL/IROQUOIS
 LC0078  USGS QUAD   -  BUCKLEY (1986)
 LC0078
 LC0078                         *CURRENT SURVEY CONTROL
 LC0078  ___________________________________________________________________
 LC0078* NAD 83(1986)-  40 37 28.     (N)    088 02 36.     (W)     SCALED    
 LC0078* NAVD 88     -       206.797  (meters)     678.47   (feet)  ADJUSTED  
 LC0078  ___________________________________________________________________
 LC0078  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LC0078  DYNAMIC HT  -         206.702 (meters)     678.15  (feet)  COMP
 LC0078  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 LC0078
 LC0078  VERT ORDER  -  SECOND    CLASS 0
 LC0078
 LC0078.The horizontal coordinates were scaled from a topographic map and have
 LC0078.an estimated accuracy of +/- 6 seconds.
 LC0078
 LC0078.The orthometric height was determined by differential leveling
 LC0078.and adjusted by the National Geodetic Survey in June 1991..
 LC0078
 LC0078.The geoid height was determined by GEOID03.
 LC0078
 LC0078.The dynamic height is computed by dividing the NAVD 88
 LC0078.geopotential number by the normal gravity value computed on the
 LC0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0078.degrees latitude (g = 980.6199 gals.).
 LC0078
 LC0078.The modeled gravity was interpolated from observed gravity values.
 LC0078
 LC0078;                    North         East    Units  Estimated Accuracy
 LC0078;SPC IL E     -   439,380.      324,540.      MT  (+/- 180 meters Scaled)
 LC0078
 LC0078                          SUPERSEDED SURVEY CONTROL
 LC0078
 LC0078  NGVD 29 (??/??/92)  206.863  (m)          678.68   (f) ADJ UNCH    2 0
 LC0078
 LC0078.Superseded values are not recommended for survey control.
 LC0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0078.See file dsdata.txt to determine how the superseded data were derived.
 LC0078
 LC0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK117975(NAD 83)
 LC0078_MARKER: DZ = AZIMUTH MARK DISK
 LC0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0078_STAMPING: ARTESIA 1959
 LC0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0078+STABILITY: SURFACE MOTION
 LC0078
 LC0078  HISTORY     - Date     Condition        Report By
 LC0078  HISTORY     - 1959     MONUMENTED       CGS
 LC0078  HISTORY     - 1979     GOOD             NGS
 LC0078
 LC0078                          STATION DESCRIPTION
 LC0078
 LC0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0078'2 MI N FROM BUCKLEY.
 LC0078'ABOUT 0.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0078'AT BUCKLEY, THENCE 0.35 MILES WEST ALONG AN ASPHALT ROAD, THENCE
 LC0078'1.3 MILES NORTH ALONG A GRAVEL ROAD, ABOUT 0.15 MILE SOUTH OF THE
 LC0078'JUNCTION OF A GRAVEL ROAD EAST, AT A DRIVEWAY EAST TO A FARM
 LC0078'HOUSE, NEAR A JOG IN THE FENCE LINE EAST OF THE ROAD, 48 FEET
 LC0078'EAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH-NORTHWEST
 LC0078'OF A FENCE CORNER, 169 FEET SOUTH OF THE CENTER LINE OF THE
 LC0078'DRIVEWAY, 29 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.6 FEET
 LC0078'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 LC0078'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0078'5 INCHES.
 LC0078
 LC0078                          STATION RECOVERY (1979)
 LC0078
 LC0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LC0078'ABOUT 0.4 MILE N ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE AT
 LC0078'BUCKLEY, THENCE W ALONG ROBERT ROAD FOR 0.4 MILE, THENCE N 1.4 MILE
 LC0078'ALONG A PAVED ROAD, 27 FT E OF CENTER LINE OF ROAD, 0.05 MILE S OF
 LC0078'DRIVEWAY AT THE SW EDGE OF LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0081 ***********************************************************************
 LC0081  DESIGNATION -  ARTESIA RM 1
 LC0081  PID         -  LC0081
 LC0081  STATE/COUNTY-  IL/IROQUOIS
 LC0081  USGS QUAD   -  ONARGA WEST (1986)
 LC0081
 LC0081                         *CURRENT SURVEY CONTROL
 LC0081  ___________________________________________________________________
 LC0081* NAD 83(1986)-  40 37 42.     (N)    088 02 38.     (W)     SCALED    
 LC0081* NAVD 88     -       206.524  (meters)     677.57   (feet)  ADJUSTED  
 LC0081  ___________________________________________________________________
 LC0081  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LC0081  DYNAMIC HT  -         206.430 (meters)     677.26  (feet)  COMP
 LC0081  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 LC0081
 LC0081  VERT ORDER  -  SECOND    CLASS 0
 LC0081
 LC0081.The horizontal coordinates were scaled from a topographic map and have
 LC0081.an estimated accuracy of +/- 6 seconds.
 LC0081
 LC0081.The orthometric height was determined by differential leveling
 LC0081.and adjusted by the National Geodetic Survey in June 1991..
 LC0081
 LC0081.The geoid height was determined by GEOID03.
 LC0081
 LC0081.The dynamic height is computed by dividing the NAVD 88
 LC0081.geopotential number by the normal gravity value computed on the
 LC0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0081.degrees latitude (g = 980.6199 gals.).
 LC0081
 LC0081.The modeled gravity was interpolated from observed gravity values.
 LC0081
 LC0081;                    North         East    Units  Estimated Accuracy
 LC0081;SPC IL E     -   439,810.      324,490.      MT  (+/- 180 meters Scaled)
 LC0081
 LC0081                          SUPERSEDED SURVEY CONTROL
 LC0081
 LC0081  NGVD 29 (??/??/92)  206.591  (m)          677.79   (f) ADJ UNCH    2 0
 LC0081
 LC0081.Superseded values are not recommended for survey control.
 LC0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0081.See file dsdata.txt to determine how the superseded data were derived.
 LC0081
 LC0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK117980(NAD 83)
 LC0081_MARKER: DR = REFERENCE MARK DISK
 LC0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0081_STAMPING: ARTESIA NO 1 1959
 LC0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0081+STABILITY: SURFACE MOTION
 LC0081
 LC0081  HISTORY     - Date     Condition        Report By
 LC0081  HISTORY     - 1959     MONUMENTED       CGS
 LC0081
 LC0081                          STATION DESCRIPTION
 LC0081
 LC0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0081'2.3 MI N FROM BUCKLEY.
 LC0081'ABOUT 0.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0081'AT BUCKLEY, THENCE 0.35 MILES WEST ALONG AN ASPHALT ROAD, THENCE
 LC0081'1.55 MILES NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF A
 LC0081'DRIVEWAY WEST TO A FARM HOUSE, 25 FEET EAST OF THE CENTER LINE OF
 LC0081'THE ROAD, 8 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 LC0081'DRIVEWAY, 16 FEET SOUTH OF A TELEPHONE POLE, 70.4 FEET
 LC0081'EAST-SOUTHEAST OF TRIANGULATION STATION ARTESIA, 51.1 FEET
 LC0081'EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 LC0081'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0079 ***********************************************************************
 LC0079  DESIGNATION -  ARTESIA RM 2
 LC0079  PID         -  LC0079
 LC0079  STATE/COUNTY-  IL/IROQUOIS
 LC0079  USGS QUAD   -  ONARGA WEST (1986)
 LC0079
 LC0079                         *CURRENT SURVEY CONTROL
 LC0079  ___________________________________________________________________
 LC0079* NAD 83(1986)-  40 37 42.     (N)    088 02 38.     (W)     SCALED    
 LC0079* NAVD 88     -       206.242  (meters)     676.65   (feet)  ADJUSTED  
 LC0079  ___________________________________________________________________
 LC0079  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LC0079  DYNAMIC HT  -         206.148 (meters)     676.34  (feet)  COMP
 LC0079  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 LC0079
 LC0079  VERT ORDER  -  SECOND    CLASS 0
 LC0079
 LC0079.The horizontal coordinates were scaled from a topographic map and have
 LC0079.an estimated accuracy of +/- 6 seconds.
 LC0079
 LC0079.The orthometric height was determined by differential leveling
 LC0079.and adjusted by the National Geodetic Survey in June 1991..
 LC0079
 LC0079.The geoid height was determined by GEOID03.
 LC0079
 LC0079.The dynamic height is computed by dividing the NAVD 88
 LC0079.geopotential number by the normal gravity value computed on the
 LC0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0079.degrees latitude (g = 980.6199 gals.).
 LC0079
 LC0079.The modeled gravity was interpolated from observed gravity values.
 LC0079
 LC0079;                    North         East    Units  Estimated Accuracy
 LC0079;SPC IL E     -   439,810.      324,490.      MT  (+/- 180 meters Scaled)
 LC0079
 LC0079                          SUPERSEDED SURVEY CONTROL
 LC0079
 LC0079  NGVD 29 (??/??/92)  206.308  (m)          676.86   (f) ADJ UNCH    2 0
 LC0079
 LC0079.Superseded values are not recommended for survey control.
 LC0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0079.See file dsdata.txt to determine how the superseded data were derived.
 LC0079
 LC0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK117980(NAD 83)
 LC0079_MARKER: DR = REFERENCE MARK DISK
 LC0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0079_STAMPING: ARTESIA NO 2 1959
 LC0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0079+STABILITY: SURFACE MOTION
 LC0079
 LC0079  HISTORY     - Date     Condition        Report By
 LC0079  HISTORY     - 1959     MONUMENTED       CGS
 LC0079  HISTORY     - 1979     GOOD             NGS
 LC0079
 LC0079                          STATION DESCRIPTION
 LC0079
 LC0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0079'2.3 MI N FROM BUCKLEY.
 LC0079'ABOUT 0.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0079'AT BUCLEY, THENCE 0.35 MILES WEST ALONG AN ASPHALT ROAD, THENCE
 LC0079'1.55 MILES NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF A
 LC0079'FARM DRIVEWAY WEST TO A FARM HOUSE.  27 FEET WEST OF THE CENTER
 LC0079'LINE OF THE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE
 LC0079'DRIVEWAY, 7 FEET SOUTHWEST OF THE SOUTH END OF A PIPE CULVERT,
 LC0079'58 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST
 LC0079'OF A FENCE, 42.1 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION
 LC0079'ARTESIA, 43.6 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT
 LC0079'1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 LC0079'POST PROJECTING 3 INCHES.
 LC0079
 LC0079                          STATION RECOVERY (1979)
 LC0079
 LC0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LC0079'ABOUT 0.4 MILE N ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE AT
 LC0079'BUCKLEY, THENCE 0.4 MILE W ALONG ROBERTS ROAD, THENCE 1.65 MILE N
 LC0079'ALONG PAVED ROAD, 27 FT W OF CENTER LINE OF ROAD, 18 FT S OF CENTER
 LC0079'LINE OF DRIVEWAY, 9 FT W OF SOUTH END OF METAL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0017 ***********************************************************************
 KB0017  DESIGNATION -  ARTHUR
 KB0017  PID         -  KB0017
 KB0017  STATE/COUNTY-  IL/DOUGLAS
 KB0017  USGS QUAD   -  ARTHUR (1983)
 KB0017
 KB0017                         *CURRENT SURVEY CONTROL
 KB0017  ___________________________________________________________________
 KB0017* NAD 83(1997)-  39 42 52.29500(N)    088 28 16.95022(W)     ADJUSTED  
 KB0017* NAVD 88     -       201.555  (meters)     661.27   (feet)  ADJUSTED  
 KB0017  ___________________________________________________________________
 KB0017  X           -     131,065.064 (meters)                     COMP
 KB0017  Y           -  -4,911,403.053 (meters)                     COMP
 KB0017  Z           -   4,053,762.069 (meters)                     COMP
 KB0017  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 KB0017  ELLIP HEIGHT-         169.36  (meters)          (12/06/04) GPS OBS
 KB0017  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB0017  DYNAMIC HT  -         201.443 (meters)     660.90  (feet)  COMP
 KB0017  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KB0017
 KB0017  HORZ ORDER  -  FIRST
 KB0017  VERT ORDER  -  FIRST     CLASS II
 KB0017  ELLP ORDER  -  FOURTH    CLASS I
 KB0017
 KB0017.The horizontal coordinates were established by GPS observations
 KB0017.and adjusted by the National Geodetic Survey in December 2002..
 KB0017
 KB0017.The orthometric height was determined by differential leveling
 KB0017.and adjusted by the National Geodetic Survey in June 1991..
 KB0017
 KB0017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0017
 KB0017.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0017
 KB0017.The ellipsoidal height was determined by GPS observations
 KB0017.and is referenced to NAD 83.
 KB0017
 KB0017.The geoid height was determined by GEOID03.
 KB0017
 KB0017.The dynamic height is computed by dividing the NAVD 88
 KB0017.geopotential number by the normal gravity value computed on the
 KB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0017.degrees latitude (g = 980.6199 gals.).
 KB0017
 KB0017.The modeled gravity was interpolated from observed gravity values.
 KB0017
 KB0017;                    North         East     Units Scale Factor Converg.
 KB0017;SPC IL E     -   338,313.541   288,163.437   MT  0.99997672   -0 05 17.5
 KB0017;SPC IL E     - 1,109,950.34    945,416.21   sFT  0.99997672   -0 05 17.5
 KB0017;UTM  16      - 4,397,108.087   373,879.840   MT  0.99979583   -0 56 25.0
 KB0017
 KB0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0017!SPC IL E     -   0.99997343  x   0.99997672  =   0.99995015
 KB0017!UTM  16      -   0.99997343  x   0.99979583  =   0.99976927
 KB0017
 KB0017                          SUPERSEDED SURVEY CONTROL
 KB0017
 KB0017  ELLIP H (12/18/02)  169.35   (m)                       GP(       ) 4 2
 KB0017  NAVD 88 (12/18/02)  201.55   (m)          661.3    (f) LEVELING    3  
 KB0017  NGVD 29 (??/??/92)  201.631  (m)          661.52   (f) ADJ UNCH    1 2
 KB0017
 KB0017.Superseded values are not recommended for survey control.
 KB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0017.See file dsdata.txt to determine how the superseded data were derived.
 KB0017
 KB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7388097108(NAD 83)
 KB0017_MARKER: DB = BENCH MARK DISK
 KB0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0017_STAMPING: ARTHUR 1933
 KB0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0017+STABILITY: SURFACE MOTION
 KB0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0017+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB0017
 KB0017  HISTORY     - Date     Condition        Report By
 KB0017  HISTORY     - 1933     MONUMENTED       CGS
 KB0017  HISTORY     - 1973     GOOD             ILHD
 KB0017  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0017
 KB0017                          STATION DESCRIPTION
 KB0017
 KB0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KB0017'AT ARTHUR.
 KB0017'IN DOUGLAS COUNTY, AT ARTHUR, DOUGLAS AND MOULTRIE COUNTIES, ON
 KB0017'PARK STREET, AT THE GRADE SCHOOL, IN THE YARD, NORTH OF THE
 KB0017'MAIN ENTRANCE, 2 FEET WEST OF THE WALK LEADING TO THE NORTH
 KB0017'ENTRANCE, AND 2 FEET SOUTH OF THE SOUTH WALK OF PARK STREET.
 KB0017'A STANDARD DISK, STAMPED ARTHUR 1933 AND SET IN THE TOP OF A
 KB0017'CONCRETE POST.  NOTE-- CHANGE 2 FT WEST OF WALK TO 4 FT WEST-1970
 KB0017'ILDH AND NOT STAMPING IS 1932 NOT 1933.
 KB0017
 KB0017                          STATION RECOVERY (1973)
 KB0017
 KB0017'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0017'RECOVERED IN GOOD CONDITION.
 KB0017
 KB0017                          STATION RECOVERY (2000)
 KB0017
 KB0017'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0017'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0017'RECOVERED AS DESCRIBED IN GOOD CONDITION.  SOME OVERHEAD
 KB0017'OBSTRUCTIONS (URBAN AREA) MAY IMPAIR SATELLITE OBSERVATIONS.  AT
 KB0017'ARTHUR DOUGLAS COUNTY, ON THE SOUTH SIDE OF PARK STREET, AT THE
 KB0017'GRADE SCHOOL, IN THE YARD, NORTH OF THE BUS ENTRANCE, 4 FEET EAST
 KB0017'OF THE EAST EDGE OF THE BUS DRIVE LEADING TO THE SOUTH, AND 2 FEET
 KB0017'SOUTH OF THE SOUTH WALK OF PARK STREET.A STANDARD DISK, STAMPED
 KB0017'ARTHUR 1932 AND SET IN THE TOP OF A CONCRETE POST.
 KB0017' 
 KB0017' 
 KB0017' 
 KB0017' 
 KB0017' 
 KB0017' 
 KB0017' 
 KB0017' 
 KB0017'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1176 ***********************************************************************
 KB1176  DESIGNATION -  ARTHUR MUNICIPAL E TANK
 KB1176  PID         -  KB1176
 KB1176  STATE/COUNTY-  IL/DOUGLAS
 KB1176  USGS QUAD   -  ARTHUR (1983)
 KB1176
 KB1176                         *CURRENT SURVEY CONTROL
 KB1176  ___________________________________________________________________
 KB1176* NAD 83(1997)-  39 43 01.52563(N)    088 27 57.36886(W)     ADJUSTED  
 KB1176* NAVD 88     -                                                        
 KB1176  ___________________________________________________________________
 KB1176  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 KB1176  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB1176
 KB1176  HORZ ORDER  -  THIRD
 KB1176
 KB1176.The horizontal coordinates were established by classical geodetic methods
 KB1176.and adjusted by the National Geodetic Survey in October 1999..
 KB1176
 KB1176
 KB1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1176
 KB1176.The geoid height was determined by GEOID03.
 KB1176
 KB1176;                    North         East     Units Scale Factor Converg.
 KB1176;SPC IL E     -   338,597.516   288,630.255   MT  0.99997659   -0 05 05.0
 KB1176;SPC IL E     - 1,110,882.02    946,947.76   sFT  0.99997659   -0 05 05.0
 KB1176;UTM  16      - 4,397,385.038   374,350.743   MT  0.99979437   -0 56 12.7
 KB1176
 KB1176                          SUPERSEDED SURVEY CONTROL
 KB1176
 KB1176  NAD 83(1997)-  39 43 01.53086(N)    088 27 57.35781(W) AD(       ) 4
 KB1176  NAD 83(1986)-  39 43 01.53759(N)    088 27 57.36172(W) AD(       ) 4
 KB1176  NAD 27      -  39 43 01.41858(N)    088 27 57.16305(W) AD(       ) 3
 KB1176
 KB1176.Superseded values are not recommended for survey control.
 KB1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1176.See file dsdata.txt to determine how the superseded data were derived.
 KB1176
 KB1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7435197385(NAD 83)
 KB1176_MARKER: 53 = ELEVATED TANK
 KB1176
 KB1176  HISTORY     - Date     Condition        Report By
 KB1176  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1176
 KB1176                          STATION DESCRIPTION
 KB1176
 KB1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1176'THE STATION, ARTHUR MUNICIPAL EAST WATER TANK, IS THE TOP CENTER
 KB1176'OF A 130 FEET PEDESTAL ELEVATED WATER TANK, SILVERISH GREEN IN
 KB1176'COLOR WITH BLACK LETTERING (ARTHUR 61911) AND IS OWNED BY THE
 KB1176'CITY OF ARTHUR.
 KB1176'
 KB1176'THE STATION IS LOCATED IN THE EAST PART OF ARTHUR, NORTHEAST OF
 KB1176'THE INTERSECTION OF EAST PROGRESS AND SOUTH POPLAR STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1177 ***********************************************************************
 KB1177  DESIGNATION -  ARTHUR MUNICIPAL W TANK
 KB1177  PID         -  KB1177
 KB1177  STATE/COUNTY-  IL/MOULTRIE
 KB1177  USGS QUAD   -  ARTHUR (1983)
 KB1177
 KB1177                         *CURRENT SURVEY CONTROL
 KB1177  ___________________________________________________________________
 KB1177* NAD 83(1997)-  39 43 01.73628(N)    088 28 30.77108(W)     ADJUSTED  
 KB1177* NAVD 88     -                                                        
 KB1177  ___________________________________________________________________
 KB1177  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 KB1177  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB1177
 KB1177  HORZ ORDER  -  THIRD
 KB1177
 KB1177.The horizontal coordinates were established by classical geodetic methods
 KB1177.and adjusted by the National Geodetic Survey in October 1999..
 KB1177
 KB1177
 KB1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1177
 KB1177.The geoid height was determined by GEOID03.
 KB1177
 KB1177;                    North         East     Units Scale Factor Converg.
 KB1177;SPC IL E     -   338,605.230   287,834.707   MT  0.99997682   -0 05 26.4
 KB1177;SPC IL E     - 1,110,907.33    944,337.70   sFT  0.99997682   -0 05 26.4
 KB1177;UTM  16      - 4,397,404.579   373,555.542   MT  0.99979684   -0 56 34.0
 KB1177
 KB1177                          SUPERSEDED SURVEY CONTROL
 KB1177
 KB1177  NAD 83(1997)-  39 43 01.74027(N)    088 28 30.76523(W) AD(       ) 4
 KB1177  NAD 83(1986)-  39 43 01.74821(N)    088 28 30.76338(W) AD(       ) 4
 KB1177  NAD 27      -  39 43 01.62854(N)    088 28 30.56378(W) AD(       ) 3
 KB1177
 KB1177.Superseded values are not recommended for survey control.
 KB1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1177.See file dsdata.txt to determine how the superseded data were derived.
 KB1177
 KB1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7355697405(NAD 83)
 KB1177_MARKER: 53 = ELEVATED TANK
 KB1177
 KB1177  HISTORY     - Date     Condition        Report By
 KB1177  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1177
 KB1177                          STATION DESCRIPTION
 KB1177
 KB1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1177'THE STATION, ARTHUR MUNICIPAL WEST WATER TANK, IS THE TOP CENTER
 KB1177'OF A 4-LEGGED, 120 FEET ELEVATED WATER TANK, SILVER AND BLACK IN
 KB1177'COLOR WITH BLACK LETTERING (ARTHUR) AND IS OWNED BY THE CITY OF
 KB1177'ARTHUR.
 KB1177'
 KB1177'THE STATION IS LOCATED IN THE WEST PART OF ARTHUR, SOUTHWEST OF
 KB1177'THE INTERSECTION OF NORTH BEECH AND WEST FIRST STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1673 ***********************************************************************
 ME1673  DESIGNATION -  AS E 135 S 100
 ME1673  PID         -  ME1673
 ME1673  STATE/COUNTY-  IL/COOK
 ME1673  USGS QUAD   -  ELMHURST (1997)
 ME1673
 ME1673                         *CURRENT SURVEY CONTROL
 ME1673  ___________________________________________________________________
 ME1673* NAD 83(1986)-  41 58 49.     (N)    087 53 26.     (W)     SCALED    
 ME1673* NAVD 88     -       198.155  (meters)     650.11   (feet)  ADJUSTED  
 ME1673  ___________________________________________________________________
 ME1673  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME1673  DYNAMIC HT  -         198.088 (meters)     649.89  (feet)  COMP
 ME1673  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 ME1673
 ME1673  VERT ORDER  -  FIRST     CLASS II
 ME1673
 ME1673.The horizontal coordinates were scaled from a topographic map and have
 ME1673.an estimated accuracy of +/- 6 seconds.
 ME1673
 ME1673.The orthometric height was determined by differential leveling
 ME1673.and adjusted by the National Geodetic Survey in June 1991..
 ME1673
 ME1673.The geoid height was determined by GEOID03.
 ME1673
 ME1673.The dynamic height is computed by dividing the NAVD 88
 ME1673.geopotential number by the normal gravity value computed on the
 ME1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1673.degrees latitude (g = 980.6199 gals.).
 ME1673
 ME1673.The modeled gravity was interpolated from observed gravity values.
 ME1673
 ME1673;                    North         East    Units  Estimated Accuracy
 ME1673;SPC IL E     -   590,010.      336,700.      MT  (+/- 180 meters Scaled)
 ME1673
 ME1673                          SUPERSEDED SURVEY CONTROL
 ME1673
 ME1673  NGVD 29 (??/??/92)  198.25   (m)          650.4    (f) COMPUTED    1 2
 ME1673
 ME1673.Superseded values are not recommended for survey control.
 ME1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1673.See file dsdata.txt to determine how the superseded data were derived.
 ME1673
 ME1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM262479(NAD 83)
 ME1673_MARKER: B = BOLT
 ME1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1673_STAMPING: 1947
 ME1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1673+STABILITY: SURFACE MOTION
 ME1673
 ME1673  HISTORY     - Date     Condition        Report By
 ME1673  HISTORY     - UNK      MONUMENTED       CGS
 ME1673  HISTORY     - 1947     GOOD             NGS
 ME1673
 ME1673                          STATION DESCRIPTION
 ME1673
 ME1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1673'7.2 MI NW FROM FRANKLIN PARK.
 ME1673'ABOUT 1.95 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN
 ME1673'PARK DISTRICT 84 SCHOOL AT FRANKLIN PARK, THENCE ABOUT 4.4 MILES
 ME1673'NORTH ALONG WOLF ROAD, THENCE ABOUT 0.8 MILE EAST ALONG BURN
 ME1673'MAWR AVENUE, 315 FEET NORTH OF THE CENTER LINE OF BRYN MAWR
 ME1673'AVENUE, 374 FEET NORTHEAST OF A GATE ENTRANCE, 214 FEET NORTHWEST
 ME1673'OF THE NORTHEAST CORNER OF A SMALL CEMETERY, 231 FEET NORTHEAST
 ME1673'OF THE NORTHWEST CORNER OF THE CEMETERY, AND SET IN THE TOP OF
 ME1673'A CONCRETE POST PROJECTING 6 INCHES.  PREVIOUSLY DESIGNATED
 ME1673'AIRPORT SURVEY B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1672 ***********************************************************************
 ME1672  DESIGNATION -  AS S 100 E 95
 ME1672  PID         -  ME1672
 ME1672  STATE/COUNTY-  IL/COOK
 ME1672  USGS QUAD   -  ELMHURST (1997)
 ME1672
 ME1672                         *CURRENT SURVEY CONTROL
 ME1672  ___________________________________________________________________
 ME1672* NAD 83(1986)-  41 58 47.     (N)    087 54 24.     (W)     SCALED    
 ME1672* NAVD 88     -       198.946  (meters)     652.71   (feet)  ADJUSTED  
 ME1672  ___________________________________________________________________
 ME1672  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1672  DYNAMIC HT  -         198.879 (meters)     652.49  (feet)  COMP
 ME1672  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 ME1672
 ME1672  VERT ORDER  -  FIRST     CLASS II
 ME1672
 ME1672.This mark is at Chicago O'hare Intl Airport (ORD)
 ME1672
 ME1672.The horizontal coordinates were scaled from a topographic map and have
 ME1672.an estimated accuracy of +/- 6 seconds.
 ME1672
 ME1672.The orthometric height was determined by differential leveling
 ME1672.and adjusted by the National Geodetic Survey in June 1991..
 ME1672
 ME1672.The geoid height was determined by GEOID03.
 ME1672
 ME1672.The dynamic height is computed by dividing the NAVD 88
 ME1672.geopotential number by the normal gravity value computed on the
 ME1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1672.degrees latitude (g = 980.6199 gals.).
 ME1672
 ME1672.The modeled gravity was interpolated from observed gravity values.
 ME1672
 ME1672;                    North         East    Units  Estimated Accuracy
 ME1672;SPC IL E     -   589,940.      335,360.      MT  (+/- 180 meters Scaled)
 ME1672
 ME1672                          SUPERSEDED SURVEY CONTROL
 ME1672
 ME1672  NGVD 29 (??/??/92)  199.04   (m)          653.0    (f) COMPUTED    1 2
 ME1672
 ME1672.Superseded values are not recommended for survey control.
 ME1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1672.See file dsdata.txt to determine how the superseded data were derived.
 ME1672
 ME1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM248479(NAD 83)
 ME1672_MARKER: B = BOLT
 ME1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1672+STABILITY: SURFACE MOTION
 ME1672
 ME1672  HISTORY     - Date     Condition        Report By
 ME1672  HISTORY     - UNK      MONUMENTED       CGS
 ME1672  HISTORY     - 1947     GOOD             NGS
 ME1672
 ME1672                          STATION DESCRIPTION
 ME1672
 ME1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1672'6.4 MI NW FROM FRANKLIN PARK.
 ME1672'ABOUT 1.95 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN PARK
 ME1672'DISTRICT 84 SCHOOL AT FRANKLIN PARK, THENCE ABOUT 4.4 MILES NORTH
 ME1672'ALONG WOLF ROAD, AT THE CHICAGO ORCHARD AIRPORT, ABOUT 100 YARDS
 ME1672'NORTH OF THE WOLF ROAD ENTRANCE THE AIRPORT, AT THE SOUTHEAST
 ME1672'CORNER OF THE SOUTH ONE OF TWO ENGINEER OFFICES, 225 FEET
 ME1672'SOUTHWEST AND ACROSS THE DRIVE WAY FROM THE SOUTHWEST CORNER OF
 ME1672'THE SKY-MOTIVE HANGAR, 37 FEET WEST OF THE CENTER LINE OF THE
 ME1672'DRIVEWAY, 30 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 ME1672'OFFICE BUILDING, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST
 ME1672'AND ABOUT 0.5 FOOT BELOW THE DRIVE WAY.  AN AIRPORT SURVEY BRONZE
 ME1672'BOLT SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1672'PREVIOUSLY DESIGNATED AIRPORT SURVEY B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1676 ***********************************************************************
 ME1676  DESIGNATION -  AS S 30 E 95
 ME1676  PID         -  ME1676
 ME1676  STATE/COUNTY-  IL/COOK
 ME1676  USGS QUAD   -  ELMHURST (1997)
 ME1676
 ME1676                         *CURRENT SURVEY CONTROL
 ME1676  ___________________________________________________________________
 ME1676* NAD 83(1986)-  41 58 46.     (N)    087 54 18.     (W)     SCALED    
 ME1676* NAVD 88     -       197.311  (meters)     647.34   (feet)  ADJUSTED  
 ME1676  ___________________________________________________________________
 ME1676  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1676  DYNAMIC HT  -         197.244 (meters)     647.12  (feet)  COMP
 ME1676  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 ME1676
 ME1676  VERT ORDER  -  FIRST     CLASS II
 ME1676
 ME1676.This mark is at Chicago O'hare Intl Airport (ORD)
 ME1676
 ME1676.The horizontal coordinates were scaled from a topographic map and have
 ME1676.an estimated accuracy of +/- 6 seconds.
 ME1676
 ME1676.The orthometric height was determined by differential leveling
 ME1676.and adjusted by the National Geodetic Survey in June 1991..
 ME1676
 ME1676.The geoid height was determined by GEOID03.
 ME1676
 ME1676.The dynamic height is computed by dividing the NAVD 88
 ME1676.geopotential number by the normal gravity value computed on the
 ME1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1676.degrees latitude (g = 980.6199 gals.).
 ME1676
 ME1676.The modeled gravity was interpolated from observed gravity values.
 ME1676
 ME1676;                    North         East    Units  Estimated Accuracy
 ME1676;SPC IL E     -   589,910.      335,500.      MT  (+/- 180 meters Scaled)
 ME1676
 ME1676                          SUPERSEDED SURVEY CONTROL
 ME1676
 ME1676  NGVD 29 (??/??/92)  197.42   (m)          647.7    (f) COMPUTED    1 2
 ME1676
 ME1676.Superseded values are not recommended for survey control.
 ME1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1676.See file dsdata.txt to determine how the superseded data were derived.
 ME1676
 ME1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM250478(NAD 83)
 ME1676_MARKER: B = BOLT
 ME1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1676_STAMPING: 1947
 ME1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1676+STABILITY: SURFACE MOTION
 ME1676
 ME1676  HISTORY     - Date     Condition        Report By
 ME1676  HISTORY     - UNK      MONUMENTED       CGS
 ME1676  HISTORY     - 1947     GOOD             NGS
 ME1676
 ME1676                          STATION DESCRIPTION
 ME1676
 ME1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1676'6.4 MI NW FROM FRANKLIN PARK.
 ME1676'ABOUT 1.95 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN
 ME1676'PARK DISTRICT 84 SCHOOL AT FRANKLIN PARK, THENCE ABOUT 4.4 MILE
 ME1676'NORTH ALONG WOLF ROAD, AT THE CHICAGO ORCHARD AIRPORT, AT THE
 ME1676'NORTHWEST CORNER OF THE FIELD, ABOUT 596 FEET SOUTH AND ACROSS
 ME1676'A RAILROAD FROM THE CENTER LINE OF HIGGINS ROAD, ABOUT 206 FEET
 ME1676'SOUTHWEST OF THE SOUTHEAST CORNER OF A WOODEN AND WIRE FENCE,
 ME1676'ABOUT 140 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, ABOUT 139
 ME1676'FEET WEST OF THE NORTH-SOUTH FENCE LINE AND SET IN THE TOP OF
 ME1676'A CONCRETE POST PROJECTING 4 INCHES.  PREVIOUSLY DESIGNATED
 ME1676'AIRPORT SURVEY B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1987 ***********************************************************************
 LB1987  FBN         -  This is a Federal Base Network Control Station.
 LB1987  DESIGNATION -  ASH
 LB1987  PID         -  LB1987
 LB1987  STATE/COUNTY-  IL/IROQUOIS
 LB1987  USGS QUAD   -  CLIFTON (1986)
 LB1987
 LB1987                         *CURRENT SURVEY CONTROL
 LB1987  ___________________________________________________________________
 LB1987* NAD 83(1997)-  40 53 01.55275(N)    087 58 24.43209(W)     ADJUSTED  
 LB1987* NAVD 88     -       203.974  (meters)     669.20   (feet)  ADJUSTED  
 LB1987  ___________________________________________________________________
 LB1987  X           -     170,772.033 (meters)                     COMP
 LB1987  Y           -  -4,826,158.935 (meters)                     COMP
 LB1987  Z           -   4,152,784.862 (meters)                     COMP
 LB1987  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LB1987  ELLIP HEIGHT-         171.47  (meters)          (09/15/03) GPS OBS
 LB1987  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LB1987  DYNAMIC HT  -         203.887 (meters)     668.92  (feet)  COMP
 LB1987  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 LB1987
 LB1987  HORZ ORDER  -  B
 LB1987  VERT ORDER  -  SECOND    CLASS 0
 LB1987  ELLP ORDER  -  FOURTH    CLASS I
 LB1987
 LB1987.The horizontal coordinates were established by GPS observations
 LB1987.and adjusted by the National Geodetic Survey in July 1998..
 LB1987
 LB1987.The orthometric height was determined by differential leveling
 LB1987.and adjusted by the National Geodetic Survey in June 1991..
 LB1987
 LB1987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1987
 LB1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1987
 LB1987.The ellipsoidal height was determined by GPS observations
 LB1987.and is referenced to NAD 83.
 LB1987
 LB1987.The geoid height was determined by GEOID03.
 LB1987
 LB1987.The dynamic height is computed by dividing the NAVD 88
 LB1987.geopotential number by the normal gravity value computed on the
 LB1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1987.degrees latitude (g = 980.6199 gals.).
 LB1987
 LB1987.The modeled gravity was interpolated from observed gravity values.
 LB1987
 LB1987;                    North         East     Units Scale Factor Converg.
 LB1987;SPC IL E     -   468,196.209   330,330.969   MT  0.99998632   +0 14 08.0
 LB1987;SPC IL E     - 1,536,073.73  1,083,760.85   sFT  0.99998632   +0 14 08.0
 LB1987;UTM  16      - 4,526,309.999   417,986.853   MT  0.99968278   -0 38 13.9
 LB1987
 LB1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1987!SPC IL E     -   0.99997310  x   0.99998632  =   0.99995942
 LB1987!UTM  16      -   0.99997310  x   0.99968278  =   0.99965589
 LB1987
 LB1987|---------------------------------------------------------------------|
 LB1987| PID    Reference Object                     Distance      Geod. Az  |
 LB1987|                                                           dddmmss.s |
 LB1987| CM2689 ASH RM 4                             17.891 METERS 09203     |
 LB1987| LB1988 ASH RM 1                             17.903 METERS 09206     |
 LB1987| LB2348 ASHKUM ASSUM BVM CATH CH SPIRE      APPROX. 1.8 KM 0982559.1 |
 LB1987| DF4359 YARD MAINT YD                       372.810 METERS 15222     |
 LB1987| LB1986 ASH RM 2                             19.216 METERS 26616     |
 LB1987| CM2688 ASH RM 3                             19.211 METERS 26617     |
 LB1987| LB1985 ASH AZ MK                                          2702732.5 |
 LB1987|---------------------------------------------------------------------|
 LB1987
 LB1987                          SUPERSEDED SURVEY CONTROL
 LB1987
 LB1987  ELLIP H (07/17/98)  171.46   (m)                       GP(       ) 4 1
 LB1987  NAD 83(1986)-  40 53 01.56029(N)    087 58 24.44111(W) AD(       ) 2
 LB1987  NAD 27      -  40 53 01.44180(N)    087 58 24.29590(W) AD(       ) 2
 LB1987  NAVD 88 (07/17/98)  203.97   (m)          669.2    (f) LEVELING    3  
 LB1987  NGVD 29 (??/??/92)  204.051  (m)          669.46   (f) ADJ UNCH    2 0
 LB1987
 LB1987.Superseded values are not recommended for survey control.
 LB1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1987.See file dsdata.txt to determine how the superseded data were derived.
 LB1987
 LB1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1798726310(NAD 83)
 LB1987_MARKER: DS = TRIANGULATION STATION DISK
 LB1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1987_STAMPING: ASH 1959
 LB1987_MARK LOGO: CGS   
 LB1987_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1987+STABILITY: SURFACE MOTION
 LB1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1987+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 LB1987
 LB1987  HISTORY     - Date     Condition        Report By
 LB1987  HISTORY     - 1959     MONUMENTED       CGS
 LB1987  HISTORY     - 1959     GOOD             CGS
 LB1987  HISTORY     - 1964     GOOD             CGS
 LB1987  HISTORY     - 1967     GOOD             CGS
 LB1987  HISTORY     - 1979     GOOD             NGS
 LB1987  HISTORY     - 1979     GOOD             NGS
 LB1987  HISTORY     - 19970305 GOOD             NGS
 LB1987  HISTORY     - 200205   GOOD             ASCPC
 LB1987  HISTORY     - 20020910 GOOD             NGS
 LB1987  HISTORY     - 20030625 GOOD             NGS
 LB1987
 LB1987                          STATION DESCRIPTION
 LB1987
 LB1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LB1987'STATION IS LOCATED ABOUT 4 MILES NORTH OF DANFORTH, 4 MILES
 LB1987'SOUTH-SOUTHWEST OF CLIFTON AND 1 MILE WEST-NORTHWEST OF ASHKUM.
 LB1987'
 LB1987'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE HIGHWAY
 LB1987'116 AT THE NORTH EDGE OF ASHKUM, GO WEST ON STATE HIGHWAY 116 FOR
 LB1987'1.1 MILES TO STATION ON LEFT AS DESCRIBED.
 LB1987'
 LB1987'STATION MARK, A STANDARD STATION MARK DISK STAMPED ASK 1959, IS SET
 LB1987'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LB1987'THE GROUND.  THE MARK IS 37 FEET SOUTH OF CENTER OF ROAD, 35 FEET
 LB1987'EAST OF TELEPHONE POLE, 4.2 FEET NORTH OF FENCE AND 3.7 FEET NORTH
 LB1987'OF WITNESS POST.
 LB1987'
 LB1987'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED ASH
 LB1987'NO 1 1959, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LB1987'PROJECTS ABOUT 5 INCHES.  THE MARK IS 40.8 FEET SOUTH OF CENTER OF
 LB1987'ROAD AND 1 FOOT NORTH OF FENCE LINE.
 LB1987'
 LB1987'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED ASH
 LB1987'NO 2 1959, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LB1987'PROJECTS ABOUT 5 INCHES.  THE MARK IS 40 FEET SOUTH OF CENTER OF
 LB1987'ROAD, 27.3 FEET WEST OF TELEPHONE POLE, AND 1 FOOT SOUTH OF FENCE
 LB1987'LINE.
 LB1987'
 LB1987'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED ASH 1959, IS SET
 LB1987'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 LB1987'INCHES.  THE MARK IS 39.6 FEET NORTH OF CENTER OF ROAD, 1.9 FEET
 LB1987'SOUTHEAST OF WITNESS POST AND 1.3 FEET SOUTH OF FENCE.
 LB1987'
 LB1987'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST FOR 0.45 MILE TO
 LB1987'AZIMUTH MARK ON NORTH SIDE OF ROAD AS DESCRIBED.
 LB1987
 LB1987                          STATION RECOVERY (1959)
 LB1987
 LB1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LB1987'1 MI W FROM ASHKUM.
 LB1987'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 LB1987'WITH U.S. HIGHWAY 45 IN THE NORTH PART OF ASHKUM, AT THE JUNCTION
 LB1987'OF A DRIVEWAY SOUTH TO A FARM HOUSE, 37 FEET SOUTH OF THE CENTER
 LB1987'LINE OF THE HIGHWAY, 4 1/2 FEET NORTH OF A FENCE, 35 1/2 FEET
 LB1987'EAST OF A TELEPHONE POLE, 222 FEET EAST OF THE CENTER LINE OF A
 LB1987'DRIVEWAY TO THE FARM HOUSE, 73 FEET EAST OF A T-FENCE CORNER,
 LB1987'3.9 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 LB1987'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LB1987
 LB1987                          STATION RECOVERY (1964)
 LB1987
 LB1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LB1987'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LB1987'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LB1987
 LB1987                          STATION RECOVERY (1967)
 LB1987
 LB1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LB1987'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 LB1987'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND WITH TOP PORTION
 LB1987'KNOCKED OFF AND A REFERENCE MARK 3 WAS ESTABLISHED USING THE SAME
 LB1987'MONUMENT.  THE DISTANCE TO REFERENCE MARK 1 ALONG WITH THE
 LB1987'DIRECTION CHECKED.  THE ASHKUM CHURCH SPIRE HAS BEEN TORN DOWN AND
 LB1987'A NEW BUT SHORT BELL TOWER ERECTED IN THE PLACE.  THE TOWER WAS
 LB1987'NOT VISIBLE.  THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE BELOW
 LB1987'CHANGES.
 LB1987'
 LB1987'THE STATION MARK IS 74 FEET EAST OF A FENCE CORNER, 37 FEET SOUTH
 LB1987'OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 LB1987'POST.
 LB1987'
 LB1987'REFERENCE MARK 1 IS 59 FEET EAST OF THE WITNESS POST, 41 FEET SOUTH
 LB1987'OF THE CENTERLINE OF THE ROAD AND THE MONUMENT PROJECTS 5 INCHES.
 LB1987'
 LB1987'REFERENCE MARK 3 IS 63 FEET WEST OF THE WITNESS POST, 40 FEET SOUTH
 LB1987'OF THE CENTERLINE OF THE ROAD AND 11 FEET EAST OF THE FENCE CORNER.
 LB1987'MONUMENT IS FLUSH AND THE DISK IS STAMPED ASH 1959 NO 3 1967.
 LB1987'
 LB1987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 LB1987'ASHKUM.
 LB1987
 LB1987                          STATION RECOVERY (1979)
 LB1987
 LB1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LB1987'STATION MARK, RM 3 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  RM 1
 LB1987'FOUND WITH THE DISK SHEARED OFF.  THE DISK WAS NOT RECOVERED.
 LB1987'
 LB1987'THE DISTANCE AND DIRECTION TO RM 3 CHECKED.  RM 4 WAS ESTABLISHED.
 LB1987'
 LB1987'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 LB1987'HIGHWAY 116 AT THE N EDGE OF ASKUM, GO W ON HIGHWAY 116 FOR 0.65 MILE
 LB1987'TO INTERSTATE HIGHWAY 57.  CONTINUE W ON THE HIGHWAY FOR 0.45 MILE TO
 LB1987'THE STATION ON LEFT AS DESCRIBED.  CONTINUE W ON THE HIGHWAY FOR 0.45
 LB1987'MILE TO THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF THE HIGHWAY.
 LB1987'
 LB1987'THE STATION IS 186 FT E OF POWER LINE POLE WITH TRANSFORMER, 220 FT
 LB1987'E OF CENTER LINE OF A DRIVEWAY, 37 FT S OF CENTER LINE OF HIGHWAY,
 LB1987'72 FT W OF A POWER LINE POLE AND 1 FT W OF A METAL WITNESS POST.  THE
 LB1987'MARK IS FLUSH AND THE DISK STAMPED ASH 1959.
 LB1987'
 LB1987'RM 3 IS 157 FT E OF CENTER LINE OF THE DRIVEWAY, 123 FT E OF THE
 LB1987'POWER LINE POLE WITH TRANSFORMER, 40 FT S OF CENTER LINE OF HIGHWAY
 LB1987'AND AT THE NE EDGE OF LAWN.  THE MARK IS FLUSH AND THE DISK STAMPED
 LB1987'ASH 1959 NO 3 1967.
 LB1987'
 LB1987'RM 4 IS 279 FT E OF CENTER LINE OF DRIVEWAY, 40 FT S OF CENTER LINE
 LB1987'OF HIGHWAY AND 13 FT W OF POWER LINE POLE.  THE MARK PROJECTS 1 INCH
 LB1987'AND THE DISK STAMPED ASH 1959 NO 4 1979.
 LB1987'
 LB1987'THE AZIMUTH MARK IS 161 FT W OF CENTERLINE OF ROAD TO THE NORTH,
 LB1987'40 FT N OF CENTERLINE OF HIGHWAY AND 0.5 FT W OF A METAL WITNESS
 LB1987'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK STAMPED ASH 1959.
 LB1987
 LB1987                          STATION RECOVERY (1979)
 LB1987
 LB1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LB1987'ABOUT 1.1 MILES W ALONG STATE HIGHWAY 116 FROM ITS JUNCTION WITH US
 LB1987'HIGHWAY 45 AT THE N EDGE OF ASKUM, 186 FT E OF A POWER LINE POLE WITH
 LB1987'A TRANSFORMER, 220 FT E OF CENTER LINE OF DRIVEWAY, 72 FT W OF A
 LB1987'POWER LINE POLE, 37 FT S OF CENTER LINE OF HIGHWAY, 1 FT W OF A METAL
 LB1987'WITNESS POST.
 LB1987
 LB1987                          STATION RECOVERY (1997)
 LB1987
 LB1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LB1987'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) WEST-NORTHWEST OF ASHKUM.
 LB1987'TO REACH FROM THE CENTER OF THE STATE ROUTE 116 OVERPASS OF INTERSTATE
 LB1987'HIGHWAY 55 AT THE NORTHWEST CORNER OF ASHKUM, GO WEST ON ROUTE 116 FOR
 LB1987'0.35 MI (0.56 KM) TO THE STATION ON THE LEFT, 11.3 M (37.1 FT) SOUTH
 LB1987'OF THE CENTER OF THE HIGHWAY, 67 M (219.8 FT) EAST OF THE CENTER OF A
 LB1987'PRIVATE DRIVEWAY, 21.9 M (71.9 FT) WEST OF A POWER POLE, AND 0.5 M
 LB1987'(1.6 FT) NORTH OF A FIBERGLASS WITNESS POST.
 LB1987
 LB1987                          STATION RECOVERY (2002)
 LB1987
 LB1987'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LB1987'RECOVERED AS DESCRIBED
 LB1987' 
 LB1987'
 LB1987
 LB1987                          STATION RECOVERY (2002)
 LB1987
 LB1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CLC)
 LB1987')STATION IS LOCATED ABOUT 4 MILES NORTH OF DANFORTH, 4
 LB1987'MILESSOUTH-SOUTHWEST OF CLIFTON
 LB1987'AND 1 MILE WEST-NORTHWEST OF ASHKUM.TO REACH FROM THE INTERSECTION OF
 LB1987'U. S. HIGHWAY 57
 LB1987'AND STATE HIGHWAY116 AT THE NORTH EDGE OF ASHKUM, GO WEST ON STATE
 LB1987'HIGHWAY 116 FOR1.1
 LB1987'MILES TO STATION ON LEFT AS DESCRIBED.STATION MARK, A STANDARD STATION
 LB1987'MARK DISK
 LB1987'STAMPED ASK 1959, IS SETIN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LB1987'WHICH IS SET FLUSH
 LB1987'WITHTHE GROUND.  THE MARK IS 37 FEET SOUTH OF CENTER OF ROAD, 35
 LB1987'FEETEAST OF TELEPHONE
 LB1987'POLE, 4.2 FEET NORTH OF FENCE AND 3.7 FEET NORTHOF WITNESS
 LB1987'POST.REFERENCE MARK NUMBER
 LB1987'1, A STANDARD REFERENCE MARK DISK STAMPED ASHNO 1 1959, IS SET IN TOP
 LB1987'OF A 12 INCH SQUARE
 LB1987'CONCRETE POST WHICHPROJECTS ABOUT 5 INCHES.  THE MARK IS 40.8 FEET
 LB1987'SOUTH OF CENTER
 LB1987'OFROAD AND 1 FOOT NORTH OF FENCE LINE.REFERENCE MARK NUMBER 2, A
 LB1987'STANDARD REFERENCE
 LB1987'MARK DISK STAMPED ASHNO 2 1959, IS SET IN TOP OF A 12 INCH SQUARE
 LB1987'CONCRETE POST
 LB1987'WHICHPROJECTS ABOUT 5 INCHES.  THE MARK IS 40 FEET SOUTH OF CENTER
 LB1987'OFROAD, 27.3 FEET
 LB1987'WEST OF TELEPHONE POLE, AND 1 FOOT SOUTH OF FENCELINE.AZIMUTH MARK, A
 LB1987'STANDARD
 LB1987'AZIMUTH MARK DISK STAMPED ASH 1959, IS SETIN TOP OF A 12 INCH SQUARE
 LB1987'CONCRETE POST WHICH
 LB1987'PROJECTS ABOUT 4INCHES.  THE MARK IS 39.6 FEET NORTH OF CENTER OF
 LB1987'ROAD, 1.9 FEETSOUTHEAST
 LB1987'OF WITNESS POST AND 1.3 FEET SOUTH OF FENCE.TO REACH THE AZIMUTH MARK
 LB1987'FROM STATION, GO
 LB1987'WEST FOR 0.45 MILE TOAZIMUTH MARK ON NORTH SIDE OF ROAD AS DESCRIBED.
 LB1987'
 LB1987
 LB1987                          STATION RECOVERY (2003)
 LB1987
 LB1987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 LB1987'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1985 ***********************************************************************
 LB1985  DESIGNATION -  ASH AZ MK
 LB1985  PID         -  LB1985
 LB1985  STATE/COUNTY-  IL/IROQUOIS
 LB1985  USGS QUAD   -  CLIFTON (1986)
 LB1985
 LB1985                         *CURRENT SURVEY CONTROL
 LB1985  ___________________________________________________________________
 LB1985* NAD 83(1986)-  40 53 03.     (N)    087 58 54.     (W)     SCALED    
 LB1985* NAVD 88     -       206.197  (meters)     676.50   (feet)  ADJUSTED  
 LB1985  ___________________________________________________________________
 LB1985  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LB1985  DYNAMIC HT  -         206.110 (meters)     676.21  (feet)  COMP
 LB1985  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 LB1985
 LB1985  VERT ORDER  -  SECOND    CLASS 0
 LB1985
 LB1985.The horizontal coordinates were scaled from a topographic map and have
 LB1985.an estimated accuracy of +/- 6 seconds.
 LB1985
 LB1985.The orthometric height was determined by differential leveling
 LB1985.and adjusted by the National Geodetic Survey in June 1991..
 LB1985
 LB1985.The geoid height was determined by GEOID03.
 LB1985
 LB1985.The dynamic height is computed by dividing the NAVD 88
 LB1985.geopotential number by the normal gravity value computed on the
 LB1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1985.degrees latitude (g = 980.6199 gals.).
 LB1985
 LB1985.The modeled gravity was interpolated from observed gravity values.
 LB1985
 LB1985;                    North         East    Units  Estimated Accuracy
 LB1985;SPC IL E     -   468,240.      329,640.      MT  (+/- 180 meters Scaled)
 LB1985
 LB1985                          SUPERSEDED SURVEY CONTROL
 LB1985
 LB1985  NGVD 29 (??/??/92)  206.274  (m)          676.75   (f) ADJ UNCH    2 0
 LB1985
 LB1985.Superseded values are not recommended for survey control.
 LB1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1985.See file dsdata.txt to determine how the superseded data were derived.
 LB1985
 LB1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL172263(NAD 83)
 LB1985_MARKER: DZ = AZIMUTH MARK DISK
 LB1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1985_STAMPING: ASH 1959
 LB1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1985+STABILITY: SURFACE MOTION
 LB1985
 LB1985  HISTORY     - Date     Condition        Report By
 LB1985  HISTORY     - 1959     MONUMENTED       CGS
 LB1985  HISTORY     - 1979     GOOD             NGS
 LB1985
 LB1985                          STATION DESCRIPTION
 LB1985
 LB1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB1985'1.4 MI W FROM ASHKUM.
 LB1985'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 LB1985'WITH U.S. HIGHWAY 45 IN THE NORTH PART OF ASHKUM, AT THE JUNCTION
 LB1985'OF A GRAVEL ROAD NORTH, 39 1/2 FEET NORTH OF THE CENTER LINE OF
 LB1985'THE HIGHWAY, 162 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD
 LB1985'NORTH, 1 1/2 FEET SOUTH OF A FENCE, 141 FEET WEST OF A FENCE
 LB1985'CORNER, 1.9 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT
 LB1985'2 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LB1985'CONCRETE POST PROJECTING 4 INCHES.
 LB1985
 LB1985                          STATION RECOVERY (1979)
 LB1985
 LB1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LB1985'ABOUT 1.5 MILES W ALONG STATE HIGHWAY 116 FROM ITS JUNCTION WITH US
 LB1985'HIGHWAY 45 AT THE N EDGE OF ASKUM, 161 FT W OF CENTER LINE OF ROAD TO
 LB1985'THE NORTH, 40 FT N OF CENTER LINE OF THE HIGHWAY AND 0.5 FT W OF A
 LB1985'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2321 ***********************************************************************
 LB2321  DESIGNATION -  ASH GROVE RESET
 LB2321  PID         -  LB2321
 LB2321  STATE/COUNTY-  IL/IROQUOIS
 LB2321  USGS QUAD   -  CLAYTONVILLE (1986)
 LB2321
 LB2321                         *CURRENT SURVEY CONTROL
 LB2321  ___________________________________________________________________
 LB2321* NAD 83(1997)-  40 35 18.27711(N)    087 47 49.55844(W)     ADJUSTED  
 LB2321* NAVD 88     -       201.0    (meters)     659.     (feet)  VERTCON   
 LB2321  ___________________________________________________________________
 LB2321  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LB2321  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LB2321
 LB2321  HORZ ORDER  -  FIRST
 LB2321
 LB2321.The horizontal coordinates were established by classical geodetic methods
 LB2321.and adjusted by the National Geodetic Survey in October 1999..
 LB2321
 LB2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2321
 LB2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2321
 LB2321.The geoid height was determined by GEOID03.
 LB2321
 LB2321;                    North         East     Units Scale Factor Converg.
 LB2321;SPC IL E     -   435,474.143   345,394.578   MT  1.00000035   +0 20 56.0
 LB2321;SPC IL E     - 1,428,718.08  1,133,182.04   sFT  1.00000035   +0 20 56.0
 LB2321;UTM  16      - 4,493,373.621   432,547.088   MT  0.99965600   -0 31 07.1
 LB2321
 LB2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2321!SPC IL E     -   0.99997361  x   1.00000035  =   0.99997396
 LB2321!UTM  16      -   0.99997361  x   0.99965600  =   0.99962962
 LB2321
 LB2321:                Primary Azimuth Mark                     Grid Az
 LB2321:SPC IL E     -  ST JOHNS LUTH CH SPIRE                   005 53 25.6
 LB2321:UTM  16      -  ST JOHNS LUTH CH SPIRE                   006 45 28.7
 LB2321
 LB2321|---------------------------------------------------------------------|
 LB2321| PID    Reference Object                     Distance      Geod. Az  |
 LB2321|                                                           dddmmss.s |
 LB2321| LB2319 ST JOHNS LUTH CH SPIRE              APPROX. 8.1 KM 0061421.6 |
 LB2321| CM2692 ASH GROVE RM 2                       22.322 METERS 04902     |
 LB2321| LB2313 MILFORD CANNING CO WATER TANK       APPROX.10.0 KM 0602429.7 |
 LB2321| LB2316 MILFORD MUNICIPAL TANK              APPROX. 9.5 KM 0632614.2 |
 LB2321| CM2690 ASH GROVE AZ MK                                    2114003.3 |
 LB2321| LB2325 CISSNA PARK GRAIN COAL CO ELEV      APPROX. 8.9 KM 2522229.3 |
 LB2321| LB2323 CISSNA PARK MUNICIPAL TANK          APPROX. 8.6 KM 2523046.8 |
 LB2321| LB2320 WOODWORTH ST PAULS LUTH CHURCH      APPROX. 9.0 KM 3313838.7 |
 LB2321| CM2693 ASH GROVE RM 3                       15.612 METERS 33447     |
 LB2321| CM2691 ASH GROVE RM 1                       13.947 METERS 35439     |
 LB2321|---------------------------------------------------------------------|
 LB2321
 LB2321                          SUPERSEDED SURVEY CONTROL
 LB2321
 LB2321  NAD 83(1997)-  40 35 18.27748(N)    087 47 49.56015(W) AD(       ) 1
 LB2321  NAD 83(1986)-  40 35 18.28586(N)    087 47 49.56671(W) AD(       ) 1
 LB2321  NAD 27      -  40 35 18.15430(N)    087 47 49.45500(W) AD(       ) 1
 LB2321  NGVD 29 (07/19/86)  201.1    (m)          660.     (f) VERT ANG       
 LB2321
 LB2321.Superseded values are not recommended for survey control.
 LB2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2321.See file dsdata.txt to determine how the superseded data were derived.
 LB2321
 LB2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK3254793374(NAD 83)
 LB2321_MARKER: V = STONE MONUMENT
 LB2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2321
 LB2321  HISTORY     - Date     Condition        Report By
 LB2321  HISTORY     - 1879     MONUMENTED       USLS
 LB2321  HISTORY     - 1930     SEE DESCRIPTION  CGS
 LB2321  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LB2321  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LB2321  HISTORY     - 1969     GOOD             CGS
 LB2321
 LB2321                          STATION DESCRIPTION
 LB2321
 LB2321'DESCRIBED BY US LAKE SURVEY 1879
 LB2321'THIS STATION IS SITUATED IN THE NORTHEAST QUARTER OF THE NORTHWEST
 LB2321'QUARTER OF SECTION 35, TOWNSHIP 25 NORTH, RANGE 13 WEST, IN ASH
 LB2321'GROVE TOWNSHIP, IROQUOIS COUNTY, ILLINOIS.  THE HEIGHT OF STATION
 LB2321'USED WAS 85 FEET.  THE GEODETIC POINT IS MARKED BY A ONE FOURTH
 LB2321'INCH HOLE IN THE TOP OF A STONE POST 2-1/2 FEET LONG, SET 34
 LB2321'INCHES BELOW THE SURFACE OF THE GROUND.  A STONE POST OF THE
 LB2321'SAME FORM IS SET DIRECTLY OVER THE GEODETIC POINT AS A SURFACE MARK.
 LB2321'THREE STONE REFERENCE POST MARKED U. S. ON TOP ARE SET AS
 LB2321'FOLLOWS--TWO ON THE EAST SIDE OF THE ROAD ON THE WEST OF THE
 LB2321'STATION, ONE BEARING SOUTH 41 DEG 47 MIN WEST, DISTANT 256.2
 LB2321'METERS, AND ONE BEARING NORTH 87 DEG 11 MIN WEST, DISTANT
 LB2321'175.7 METERS.  AND ONE ON THE SOUTH SIDE OF A FENCE ON THE
 LB2321'SECTION-LINE BEARING NORTH 0 DEG 53 MIN WEST, DISTANT 12.9
 LB2321'METERS.  THE NORTHEAST CORNER OF SECTION 35 BEARS NORTH 87 DEG 43 MIN
 LB2321'EAST, AND IS DISTANT 1003.8 METERS.  THE HEIGHT OF GROUND AT THE
 LB2321'STATION ABOVE MEAN LEVEL OF LAKE MICHIGAN IS 84.5 FEET.
 LB2321
 LB2321                          STATION RECOVERY (1930)
 LB2321
 LB2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 LB2321'SURFACE MARK WAS GONE.  UNDERGROUND MARK IN GOOD CONDITION.
 LB2321'THE TWO REFERENCE MARKS ON EAST SIDE OF ROAD IN GOOD CONDITION.
 LB2321'REFERENCE MARK ON SOUTH SIDE OF FENCE ON SECTION LINE COULD NOT BE
 LB2321'FOUND AFTER SEARCH.  THE FENCE IS A HEDGE.
 LB2321'
 LB2321'THE LAND IS OWNED BY JOHN GILLEN.
 LB2321'
 LB2321'THE STONE POST MARKING CENTER IS 25 INCHES BELOW THE SURFACE.  ABOVE
 LB2321'THE STONE WAS PLACED A BLOCK OF CONCRETE 8 INCHES THICK AND 24
 LB2321'INCHES IN CROSS-SECTION AND MARKED WITH A STANDARD COAST SURVEY MARK
 LB2321'WHICH WAS PLUMBED OVER THE STATION.  THE DISK WAS MARKED ASH GROVE
 LB2321'1930.  THE SURFACE OF THE DISK IS 15 INCHES BELOW THE SURFACE OF
 LB2321'GROUND.
 LB2321
 LB2321                          STATION RECOVERY (1939)
 LB2321
 LB2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LB2321'THE STATION MARK AND TWO 1879 REFERENCE MARKS WERE RECOVERED AS
 LB2321'DESCRIBED AND FOUND IN GOOD CONDITION.  U. S. REFERENCE MARK (NO.
 LB2321'1, 1879) COULD NOT BE CHECKED FOR DISTANCE AND
 LB2321'DIRECTION BECAUSE OF A FIELD OF CORN BETWEEN THE MARK AND THE
 LB2321'STATION, AND THE OLD VALUES SHOULD BE ACCEPTED.  TWO NEW
 LB2321'REFERENCE MARKS WERE SET AND THEIR DISTANCES MEASURED.  THE NEW
 LB2321'MARKS WERE REFERRED IN DIRECTIONS FROM U. S. REFERENCE MARK
 LB2321'(NO. 2 1879).
 LB2321'
 LB2321'THE STATION IS IN THE NE 1/4 NW 1/4 SEC. 35, T. 25 N., R. 13 W., 2
 LB2321'MILES NORTHWEST OF GOODWINE, 1-1/2 MILES NORTH AND 1-1/2 MILES
 LB2321'EAST OF CLAYTONVILLE, AND 0.4 MILE SOUTH OF MUD CREEK, ON LAND
 LB2321'OWNED BY THE JOHN H. GILLEN ESTATE AND TENANTED BY CHARLES
 LB2321'MEDITH.  IT IS 46 FEET SOUTH OF AN EAST-WEST HEDGE FENCE, AND 575
 LB2321'FEET EAST OF A NORTH-SOUTH HEDGE FENCE.  THE UNDERGROUND MARK IS A
 LB2321'6-BY 6-INCH CUT STONE POST.  THE SURFACE MARK IS A SLAB OF
 LB2321'CONCRETE 24 INCHES SQUARE WITH A STANDARD U. S. COAST AND
 LB2321'GEODETIC SURVEY DISK SET IN ITS TOP, STAMPED ASH GROVE 1930, AND IS
 LB2321'26 INCHES BELOW THE GROUND SURFACE.
 LB2321'
 LB2321'TO REACH THE STATION FROM THE RAILROAD CROSSING ON THE SOUTH SIDE OF
 LB2321'GOODWINE, GO NORTH ON THE PAVED ROAD FOR 1.4 MILES TO A FARMYARD AT
 LB2321'THE LEFT (WEST), TURN LEFT INTO THE YARD, PASSING SOUTH OF THE
 LB2321'WESTERLY BARN, A DISTANCE OF 0.1 MILE, GO NORTH THROUGH A LANE
 LB2321'0.05 MILE TO AN EAST-WEST LANE, GO LEFT (WEST) ALONG LANE FOR 0.6
 LB2321'MILE TO THE STATION IN A CULTIVATED FIELD.
 LB2321'
 LB2321'U. S. REFERENCE MARK (NO. 1, 1879) IS 256.2 METERS, BEARING S. 41 DEG
 LB2321'17 MIN W. FROM THE STATION, AND 1 FOOT EAST OF THE EAST FENCE LINE
 LB2321'OF A NORTH-SOUTH SECTION-LINE GRAVEL ROAD.  IT IS A STONE POST
 LB2321'PROJECTING 6 INCHES ABOVE GROUND, AND HAS THE LETTERS US CUT IN ITS
 LB2321'TOP.
 LB2321'
 LB2321'U. S. REFERENCE MARK (NO. 2, 1879) IS 175.574 METERS (575.96 FEET)
 LB2321'WEST OF THE STATION, 4 FEET SOUTH OF THE EAST-WEST HEDGE FENCE, AND
 LB2321'1 FOOT EAST OF THE NORTH-SOUTH HEDGE FENCE.  IT IS A STONE POST, 6-
 LB2321'BY 6-INCHES PROJECTING 8 INCHES ABOVE GROUND, AND HAS THE LETTERS US
 LB2321'CUT IN ITS TOP.  IT BEARS N. 87 DEG 11 MIN W. FROM THE STATION.
 LB2321'
 LB2321'REFERENCE MARK NO. 1 (1939) IS 13.940 METERS (45.74 FEET) NORTH OF
 LB2321'THE STATION, IN AN EAST-WEST HEDGE FENCE.  THE MARK, PROJECTS 3
 LB2321'INCHES ABOVE GROUND AND IS STAMPED ASH GROVE NO. 1 1939.
 LB2321'
 LB2321'REFERENCE MARK NO. 2 (1939) IS 22.325 METERS (73.24 FEET) NORTHEAST
 LB2321'OF THE STATION, IN AN EAST-WEST HEDGE FENCE.  THE MARK, PROJECTS 4
 LB2321'INCHES ABOVE GROUND AND IS STAMPED ASH GROVE NO. 2 1939.
 LB2321'
 LB2321'THE THREE LATTER REFERENCE MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE
 LB2321'POSTS WHICH PROJECT 2-1/2 FEET ABOVE THE GROUND.
 LB2321'
 LB2321'NOTE--THIS STATION WAS USED ONLY AS A CHECK STATION IN 1939, AND THE
 LB2321'DIRECTIONS COULD NOT BE REFERRED TO ANY LINE OF THE ARC.
 LB2321
 LB2321                          STATION RECOVERY (1955)
 LB2321
 LB2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2321'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE U. S. L. S.
 LB2321'REFERENCE STONE NO. 2 1879 WERE RECOVERED IN GOOD CONDITION.  NO
 LB2321'OTHER U. S. L.S. REFERENCE STONES COULD BE FOUND.  THE STONES WHICH
 LB2321'WERE NOT FOUND HAVE PROBABLY BEEN DESTROYED BY PLOWING.  THE
 LB2321'DISTANCE TO U. S. L. S. REFERENCE STONE NO. 2 WAS NOT MEASURED SINCE
 LB2321'STANDING CROPS OF BEANS WOULD HAVE BEEN DESTROYED.  THE DISTANCE TO
 LB2321'R. M.  NO. 1 FAILED TO CHECK BY A SMALL AMOUNT.  THE DISTANCE TO
 LB2321'R. M. NO. 2 WAS CHECKED AND FOUND TO BE CORRECT.  THE DIRECTIONS TO
 LB2321'THE REFERENCE MARKS HAD NOT BEEN TIED TO THE SCHEME OF TRIANGULATION
 LB2321'PREVIOUSLY AND WERE NOT CHECKED EXCEPT FOR THE DIRECTIONS BETWEEN
 LB2321'THE MARKS.  THE SURFACE STATION MARK (ABOUT 18 INCHES BELOW
 LB2321'GROUND) WAS RESTAMPED ASH GROVE USLS 1879 1930.
 LB2321'
 LB2321'THE 1939 RECOVERY NOTE IS ADEQUATE AND CORRECT WITH THE FOLLOWING
 LB2321'CHANGES AND ADDITIONS STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF
 LB2321'MILFORD, IN A CULTIVATED FIELD ON THE PROPERTY OF MR. H. C. GOBLE.
 LB2321'THE WITNESS POSTS AT THE REFERENCE MARKS ARE NO LONGER PRESENT.
 LB2321'REFERENCE MARKS NO. 1 AND 2 ARE NOW FLUSH WITH THE GROUND DUE TO
 LB2321'DIRT BEING MOVED BY PLOWING.
 LB2321'
 LB2321'AN AZIMUTH MARK WAS ESTABLISHED 0.25 MILE SOUTHWEST OF THE STATION.
 LB2321'IT IS 10 FEET EAST OF THE CENTER OF A DIRT ROAD AND 3 FEET NORTH OF
 LB2321'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED ASH
 LB2321'GROVE 1955.
 LB2321'
 LB2321'TO REACH THE STATION FROM THE INTERSECTION OF CHICAGO ST. (STATE
 LB2321'HIGHWAY 1) AND JONES ST. IN MILFORD, GO WEST ON JONES ST. AND PAVED
 LB2321'ROAD FOR 4.7 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON GRAVEL
 LB2321'ROAD FOR 3.5 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON
 LB2321'GRAVEL AND DIRT ROAD FOR 0.7 MILE TO A DIRT SIDE ROAD, TURN RIGHT
 LB2321'AND GO NORTH ON DIRT ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 LB2321'THE RIGHT, EAST SIDE OF ROAD.  CONTINUE NORTH ON DIRT ROAD FOR 0.15
 LB2321'MILE TO FIELD ENTRANCE ON THE RIGHT, TURN RIGHT INTO FIELD, THEN
 LB2321'LEFT AND GO NORTH IN FIELD ALONG EAST SIDE OF FENCE FOR 0.05 MILE
 LB2321'TO EAST-WEST FENCE LINE.  TURN RIGHT AND GO EAST ALONG SOUTH SIDE
 LB2321'OF FENCE AND HEDGE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 LB2321'
 LB2321'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 LB2321
 LB2321                          STATION RECOVERY (1969)
 LB2321
 LB2321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LB2321'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 LB2321'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 LB2321'AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
 LB2321'THE 1955 DATA.  AT THE REQUEST OF THE PROPERTY OWNER REFERENCE
 LB2321'MARK 1 WILL BE DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED AT
 LB2321'THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LB2321'
 LB2321'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF MILFORD,
 LB2321'4-1/2 MILES EAST-SOUTHEAST OF CISSNA PARK, ON THE PROPERTY OF
 LB2321'THE GOBLE ESTATE AND IN THE NORTHWEST 1/4 OF SECTION 35, T25N,
 LB2321'R13W.
 LB2321'
 LB2321'TO REACH THE STATION FROM THE INTERSECTION OF SECOND STREET AND
 LB2321'GARFIELD AVENUE, JUST EAST OF THE POST OFFICE IN CISSNA PARK GO
 LB2321'NORTH AND EAST ON U.S. HIGHWAY 49 FOR 0.9 MILE TO A
 LB2321'FORK.  CONTINUE AHEAD EAST ON THE GRAVELED ROAD FOR 3.9 MILES TO
 LB2321'A T-INTERSECTION.  TURN LEFT AND GO NORTH ON A GRAVELED, THEN
 LB2321'DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LB2321'EAST ON THE DIRT ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT.  TURN
 LB2321'LEFT AND GO NORTH ON THE DIRT ROAD FOR 0.35 MILE TO THE
 LB2321'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD NORTH ON THE DIRT
 LB2321'ROAD FOR 0.1 MILE TO A DIM SIDE ROAD RIGHT.  TURN RIGHT AND
 LB2321'GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.1 MILE TO THE
 LB2321'STATION.
 LB2321'
 LB2321'THE STATION MARK IS A STANDARD DISK STAMPED ASH GROVE USLS
 LB2321'1879 1930, SET IN THE TOP OF A 24-INCH SQUARE CONCRETE MONUMENT
 LB2321'THAT IS SET 24 INCHES BELOW THE GROUND SURFACE.  IT IS 48.5 FEET
 LB2321'SOUTH-SOUTHEAST OF A EAST-WEST WIRE FENCE AT A METAL WITNESS
 LB2321'POST WITH SIGN ATTACHED.
 LB2321'
 LB2321'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ASH GROVE NO 2
 LB2321'1939, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LB2321'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 74 FEET
 LB2321'EAST OF THE METAL WITNESS POST AND 1 FOOT SOUTH OF THE
 LB2321'FENCE.
 LB2321'
 LB2321'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ASH GROVE USLS
 LB2321'1879 1930 NO 3 1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LB2321'THAT IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 LB2321'SURFACE.  IT IS 3.5 FEET WEST OF THE METAL WITNESS POST AND 1
 LB2321'FOOT SOUTH OF THE FENCE.
 LB2321'
 LB2321'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ASH GROVE 1955, SET
 LB2321'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LB2321'WITH THE GROUND SURFACE.  IT IS 10 FEET EAST OF THE CENTER OF
 LB2321'THE DIRT ROAD AND 0.7 FOOT SOUTH OF A METAL WITNESS POST.
 LB2321'
 LB2321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LB2321'4.5 MILES EAST-NORTHEAST OF CISSNA PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1986 ***********************************************************************
 LB1986  DESIGNATION -  ASH RM 2
 LB1986  PID         -  LB1986
 LB1986  STATE/COUNTY-  IL/IROQUOIS
 LB1986  USGS QUAD   -  CLIFTON (1986)
 LB1986
 LB1986                         *CURRENT SURVEY CONTROL
 LB1986  ___________________________________________________________________
 LB1986* NAD 83(1986)-  40 53 01.     (N)    087 58 24.     (W)     SCALED    
 LB1986* NAVD 88     -       204.168  (meters)     669.84   (feet)  ADJUSTED  
 LB1986  ___________________________________________________________________
 LB1986  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LB1986  DYNAMIC HT  -         204.081 (meters)     669.56  (feet)  COMP
 LB1986  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 LB1986
 LB1986  VERT ORDER  -  SECOND    CLASS 0
 LB1986
 LB1986.The horizontal coordinates were scaled from a topographic map and have
 LB1986.an estimated accuracy of +/- 6 seconds.
 LB1986
 LB1986.The orthometric height was determined by differential leveling
 LB1986.and adjusted by the National Geodetic Survey in June 1991..
 LB1986
 LB1986.The geoid height was determined by GEOID03.
 LB1986
 LB1986.The dynamic height is computed by dividing the NAVD 88
 LB1986.geopotential number by the normal gravity value computed on the
 LB1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1986.degrees latitude (g = 980.6199 gals.).
 LB1986
 LB1986.The modeled gravity was interpolated from observed gravity values.
 LB1986
 LB1986;                    North         East    Units  Estimated Accuracy
 LB1986;SPC IL E     -   468,180.      330,340.      MT  (+/- 180 meters Scaled)
 LB1986
 LB1986                          SUPERSEDED SURVEY CONTROL
 LB1986
 LB1986  NGVD 29 (??/??/92)  204.245  (m)          670.09   (f) ADJ UNCH    2 0
 LB1986
 LB1986.Superseded values are not recommended for survey control.
 LB1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1986.See file dsdata.txt to determine how the superseded data were derived.
 LB1986
 LB1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL179262(NAD 83)
 LB1986_MARKER: DR = REFERENCE MARK DISK
 LB1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1986_STAMPING: ASH NO 2 1959
 LB1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1986+STABILITY: SURFACE MOTION
 LB1986
 LB1986  HISTORY     - Date     Condition        Report By
 LB1986  HISTORY     - 1959     MONUMENTED       CGS
 LB1986
 LB1986                          STATION DESCRIPTION
 LB1986
 LB1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB1986'1 MI W FROM ASHKUM.
 LB1986'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 LB1986'WITH U.S. HIGHWAY 45 IN THE NORTH PART OF ASHKUM, AT THE JUNCTION
 LB1986'OF A DRIVEWAY SOUTH TO A FARM HOUSE, 39 1/2 FEET SOUTH OF THE
 LB1986'CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH OF A FENCE, 27 1/2 FEET
 LB1986'WEST OF TELEPHONE POLE, 159 1/2 FEET EAST OF THE CENTER LINE OF
 LB1986'THE DRIVEWAY, 11 FEET EAST OF A T-FENCE CORNER, 63.0 FEET WEST
 LB1986'OF TRIANGULATION STATION ASH, 63.0 FEET WEST OF A METAL WITNESS
 LB1986'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LB1986'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0879 ***********************************************************************
 NJ0879  DESIGNATION -  ASHBY
 NJ0879  PID         -  NJ0879
 NJ0879  STATE/COUNTY-  IL/CARROLL
 NJ0879  USGS QUAD   -  WACKER (1985)
 NJ0879
 NJ0879                         *CURRENT SURVEY CONTROL
 NJ0879  ___________________________________________________________________
 NJ0879* NAD 83(1997)-  42 01 31.24548(N)    090 02 58.64418(W)     ADJUSTED  
 NJ0879* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 NJ0879  ___________________________________________________________________
 NJ0879  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 NJ0879  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0879
 NJ0879  HORZ ORDER  -  FIRST
 NJ0879
 NJ0879.The horizontal coordinates were established by classical geodetic methods
 NJ0879.and adjusted by the National Geodetic Survey in October 1999..
 NJ0879
 NJ0879.The orthometric height was scaled from a topographic map.
 NJ0879
 NJ0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0879
 NJ0879.The geoid height was determined by GEOID03.
 NJ0879
 NJ0879;                    North         East     Units Scale Factor Converg.
 NJ0879;SPC IL W     -   594,904.310   709,692.707   MT  0.99994233   +0 04 42.1
 NJ0879;SPC IL W     - 1,951,781.89  2,328,383.49   sFT  0.99994233   +0 04 42.1
 NJ0879;SPC IA S     -   230,591.410   785,692.770   MT  1.00005195   +2 16 22.0
 NJ0879;SPC IA N     - 1,064,184.317 1,785,675.749   MT  1.00000776   +2 20 18.5
 NJ0879;UTM  15      - 4,656,802.481   744,257.555   MT  1.00033419   +1 58 34.1
 NJ0879;UTM  16      - 4,657,090.785   247,525.143   MT  1.00038443   -2 02 33.6
 NJ0879
 NJ0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0879!SPC IL W     -   0.99996269  x   0.99994233  =   0.99990502
 NJ0879!SPC IA S     -   0.99996269  x   1.00005195  =   1.00001463
 NJ0879!SPC IA N     -   0.99996269  x   1.00000776  =   0.99997045
 NJ0879!UTM  15      -   0.99996269  x   1.00033419  =   1.00029686
 NJ0879!UTM  16      -   0.99996269  x   1.00038443  =   1.00034710
 NJ0879
 NJ0879:                Primary Azimuth Mark                     Grid Az
 NJ0879:SPC IL W     -  LANARK MUNICIPAL TANK                    063 44 28.8
 NJ0879:SPC IA S     -  LANARK MUNICIPAL TANK                    061 32 48.9
 NJ0879:SPC IA N     -  LANARK MUNICIPAL TANK                    061 28 52.4
 NJ0879:UTM  15      -  LANARK MUNICIPAL TANK                    061 50 36.8
 NJ0879:UTM  16      -  LANARK MUNICIPAL TANK                    065 51 44.5
 NJ0879
 NJ0879|---------------------------------------------------------------------|
 NJ0879| PID    Reference Object                     Distance      Geod. Az  |
 NJ0879|                                                           dddmmss.s |
 NJ0879| NH1562 LANARK MUNICIPAL TANK               APPROX.19.9 KM 0634910.9 |
 NJ0879| CI8933 ASHBY RM 1 AZIMUTH                                 1190322.6 |
 NJ0879| MF1753 MORRISON AVIATION BEACON 31         APPROX.28.1 KM 1541927.1 |
 NJ0879| MG0665 CLINTON CITY COURTHOUSE             APPROX.22.6 KM 2104120.2 |
 NJ0879| CI8934 ASHBY RM 2                           19.860 METERS 24323     |
 NJ0879| NJ0882 MILES WATER TANK                    APPROX.21.9 KM 2764755.9 |
 NJ0879| CI8935 ASHBY RM 3                                         31327     |
 NJ0879|---------------------------------------------------------------------|
 NJ0879
 NJ0879                          SUPERSEDED SURVEY CONTROL
 NJ0879
 NJ0879  NAD 83(1997)-  42 01 31.24548(N)    090 02 58.64418(W) AD(       ) 1
 NJ0879  NAD 83(1986)-  42 01 31.25300(N)    090 02 58.64711(W) AD(       ) 1
 NJ0879  NAD 27      -  42 01 31.16000(N)    090 02 58.19200(W) AD(       ) 1
 NJ0879
 NJ0879.Superseded values are not recommended for survey control.
 NJ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0879.See file dsdata.txt to determine how the superseded data were derived.
 NJ0879
 NJ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4425856802(NAD 83)
 NJ0879_MARKER: DS = TRIANGULATION STATION DISK
 NJ0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0879
 NJ0879  HISTORY     - Date     Condition        Report By
 NJ0879  HISTORY     - 1931     MONUMENTED       CGS
 NJ0879  HISTORY     - 1938     GOOD             CGS
 NJ0879  HISTORY     - 1970     GOOD             ILHD
 NJ0879  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 NJ0879  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NJ0879  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 NJ0879
 NJ0879                          STATION DESCRIPTION
 NJ0879
 NJ0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0879'SEVEN AND ONE-HALF MILES SSE OF SAVANNA, FIVE MILES NNE OF
 NJ0879'THOMSON, ON A HIGH GRASSY KNOLL IN PASTURE OWNED BY MR. B.J.
 NJ0879'ASHBY.  REACHED FROM THOMSON VIA BLUFF ROAD AS FOLLOWS, TAKING
 NJ0879'DISTANCES FROM FLAGPOLE GO E OUT OF TOWN ON MAIN STREET.
 NJ0879'AT 1.9 MILES TURN LEFT, AT 2.7 MILES AT CROSSROADS, KEEP STRAIGHT
 NJ0879'AHEAD AND CONTINUE TO 5.3 MILES WHERE ROAD FORKS, TAKE RIGHT
 NJ0879'HAND FORK UP THE HILL AND CONTINUE TO 7.0 MILES.  AT THIS
 NJ0879'POINT A FARM ROAD TURNS OUT TO THE RIGHT AND PASSES THROUGH
 NJ0879'A GATE INTO FIELD AND MEADOW.  TURN RIGHT THROUGH GATE,
 NJ0879'CONTINUE FOR 1/3 MILE WHEN STATION IS OPPOSITE ON LEFT HAND
 NJ0879'SIDE ON TOP OF HIGH KNOLL JUST ACROSS FENCE LINE.  THE MARK
 NJ0879'IS ON THE HIGHEST PART AND CENTER OF AN ELLIPTICAL
 NJ0879'KNOLL, 100 YARDS N OF A FARM ROAD IN PASTURE, AND 9.5 METERS
 NJ0879'(31 FEET) N OF AN E-W FENCE.  MARK IS 6 INCHES ABOVE SURFACE.
 NJ0879'
 NJ0879'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NJ0879'DISKS SET IN CONCRETE.
 NJ0879'
 NJ0879'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT N OF AN E-W
 NJ0879'FENCE, 13 METERS (43 FEET) E OF ENTRANCE OF LANE TO PASTURE,
 NJ0879'10 METERS (33 FEET) S OF FARM ROAD, THE N END OF A DEEP RAVINE
 NJ0879'IS 50 METERS (164 FEET) W OF THE MARK.  MARK PROJECTS ABOUT 6
 NJ0879'INCHES.  REFERENCE MARK NO. 2 IS 19.86 METERS (65.2 FEET) WSW OF
 NJ0879'STATION, AT THE BREAK OF THE KNOLL, AND 1 FOOT N OF AN E-W
 NJ0879'FENCE.
 NJ0879'
 NJ0879'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 NJ0879
 NJ0879                          STATION RECOVERY (1938)
 NJ0879
 NJ0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NJ0879'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 NJ0879'CONDITION.  STATION IS ABOUT 7-1/2 MILES SE OF SAVANNA, AND
 NJ0879'2-1/2 MILES E AND 4-1/2 MILES N OF THOMSON.  STATION IS ON TOP OF
 NJ0879'A PROMINENT BARE KNOLL, 100 YARDS N OF AN E-W FARM ROAD AND
 NJ0879'POWER LINE, 9-1/2 METERS N OF AN E-W FENCE RUNNING OVER THE
 NJ0879'TOP OF THE KNOLL.  REFERENCE MARK NO. 2 IS 65.05 FEET FROM
 NJ0879'THE STATION S 63 DEG 23 MIN W AND IS 1 FOOT N OF
 NJ0879'AN E-W FENCE TO THE S OF THE STATION.  REFERENCE MARK NO. 1
 NJ0879'(AZIMUTH MARK) IS 1/4 MILE S 60 DEG 57 MIN E FROM
 NJ0879'THE STATION AND IS 2 FEET TN OF NA E-W FENCE LINE TO THE S OF
 NJ0879'THE FARM ROAD AND 1 FOOT NW OF A HIGH-LINE POLE WITH 3 GUYS AT
 NJ0879'A BEND IN THE HIGH LINE.
 NJ0879'
 NJ0879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND ILL.
 NJ0879'80 AT THE S END OF SAVANNA, GO S ON 80 FOR 5.9 MILES, THEN
 NJ0879'TURN LEFT AT X-ROAD AND JOHN LASHELL MAIL BOX AND GO E FOR
 NJ0879'1.6 MILES, THEN TURN LEFT AT ROAD END FOR 0.1 MILE, THEN
 NJ0879'TAKE RIGHT UP HILL FORK FOR 0.75 MILE, THEN TURN LEFT AT ROAD
 NJ0879'END FOR 1.0 MILE, THEN TAKE T-ROAD RIGHT AT TOP OF GRADE AND
 NJ0879'HY YOSCKEL MAIL BOX ON A WHEEL FOR 0.4 MILE TO A PLANK GATE
 NJ0879'ACROSS ROAD.  PASS THROUGH GATE, CONTINUE ABOUT 100 YARDS, THEN
 NJ0879'BEAR LEFT OFF ROAD AND GO THROUGH FIELD TO THE NE FOR 150 YARDS
 NJ0879'TO THE TOP OF THE BARE KNOLL AND STATION.
 NJ0879'
 NJ0879'REFERENCE MARK NO. 3 IS NW OF THE STATION, NEAR THE NW END OF
 NJ0879'THE BARE KNOLL, STAMPED ASHBY NO. 3 1938 AND PROJECTS ABOUT
 NJ0879'6 INCHES ABOVE GROUND.
 NJ0879'
 NJ0879'REFERENCE MARKS NO. 1 AND 2 ARE DESCRIBED.
 NJ0879'
 NJ0879'A 50 FOOT TOWER AT BYERS 1935 IS VISIBLE FROM THE GROUND.
 NJ0879'
 NJ0879'A 50-FOOT TOWER AT FREDERICK IS VISIBLE FROM THE GROUND.
 NJ0879'
 NJ0879'A 90-FOOT TOWER AT HINRICHS 1935 IS VISIBLE FROM THE GROUND.
 NJ0879'
 NJ0879'A 90-FOOT TOWER AT LEWIS 1931 IS VISIBLE FROM THE GROUND.
 NJ0879'
 NJ0879'A 64-FOOT LIGHT STAND AT HAMPSHIRE 1931 IS VISIBLE FROM THE
 NJ0879'GROUND.
 NJ0879'
 NJ0879'HEIGHT OF LIGHT ABOVE STATION 30 METERS.
 NJ0879
 NJ0879                          STATION RECOVERY (1970)
 NJ0879
 NJ0879'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DEW)
 NJ0879'ASHBY 1931-GOOD DESCRIPTION ADEQUATE
 NJ0879'
 NJ0879'ASHBY NO. 2 1931-GOOD DESCRIPTION ADEQUATE
 NJ0879'
 NJ0879'NOTE--BECAUSE OF TREE GROWTH, THERE ARE NO V.G. AZI, MKS. AND
 NJ0879'THE STA. IS VIRTUALLY USELESS FOR ANYTHING LESS THAN A 35 FOOT
 NJ0879'TOWER.
 NJ0879
 NJ0879                          STATION RECOVERY (1995)
 NJ0879
 NJ0879'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0879'MARK NOT FOUND.
 NJ0879
 NJ0879                          STATION RECOVERY (2001)
 NJ0879
 NJ0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0879'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0879
 NJ0879                          STATION RECOVERY (2003)
 NJ0879
 NJ0879'RECOVERY NOTE BY US POWER SQUADRON 2003
 NJ0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2347 ***********************************************************************
 LB2347  DESIGNATION -  ASHKUM
 LB2347  PID         -  LB2347
 LB2347  STATE/COUNTY-  IL/IROQUOIS
 LB2347  USGS QUAD   -  CLIFTON (1986)
 LB2347
 LB2347                         *CURRENT SURVEY CONTROL
 LB2347  ___________________________________________________________________
 LB2347* NAD 83(1997)-  40 53 05.13871(N)    087 57 11.45564(W)     ADJUSTED  
 LB2347* NAVD 88     -       202.9    (meters)     666.     (feet)  VERTCON   
 LB2347  ___________________________________________________________________
 LB2347  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LB2347  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LB2347
 LB2347  HORZ ORDER  -  SECOND
 LB2347
 LB2347.The horizontal coordinates were established by classical geodetic methods
 LB2347.and adjusted by the National Geodetic Survey in October 1999..
 LB2347
 LB2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2347
 LB2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2347
 LB2347.The geoid height was determined by GEOID03.
 LB2347
 LB2347;                    North         East     Units Scale Factor Converg.
 LB2347;SPC IL E     -   468,314.047   332,038.968   MT  0.99998763   +0 14 55.8
 LB2347;SPC IL E     - 1,536,460.34  1,089,364.51   sFT  0.99998763   +0 14 55.8
 LB2347;UTM  16      - 4,526,401.779   419,695.926   MT  0.99967937   -0 37 26.1
 LB2347
 LB2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2347!SPC IL E     -   0.99997327  x   0.99998763  =   0.99996090
 LB2347!UTM  16      -   0.99997327  x   0.99967937  =   0.99965265
 LB2347
 LB2347:                Primary Azimuth Mark                     Grid Az
 LB2347:SPC IL E     -  PTS 57 W=CLIFTON 2                       011 33 19.8
 LB2347:UTM  16      -  PTS 57 W=CLIFTON 2                       012 25 41.7
 LB2347
 LB2347|---------------------------------------------------------------------|
 LB2347| PID    Reference Object                     Distance      Geod. Az  |
 LB2347|                                                           dddmmss.s |
 LB2347| LB1999 PTS 57 W=CLIFTON 2                  APPROX. 6.0 KM 0114815.6 |
 LB2347| CM2699 ASHKUM RM 2                          27.602 METERS 01923     |
 LB2347| CM2700 ASHKUM RM 3                          27.600 METERS 01924     |
 LB2347| CM2697 ASHKUM AZ MK                                       0882624.7 |
 LB2347| CM2698 ASHKUM RM 1                          38.312 METERS 09527     |
 LB2347|---------------------------------------------------------------------|
 LB2347
 LB2347                          SUPERSEDED SURVEY CONTROL
 LB2347
 LB2347  NAD 83(1997)-  40 53 05.13870(N)    087 57 11.45586(W) AD(       ) 2
 LB2347  NAD 83(1986)-  40 53 05.14611(N)    087 57 11.46387(W) AD(       ) 2
 LB2347  NAD 27      -  40 53 05.02710(N)    087 57 11.32110(W) AD(       ) 2
 LB2347  NGVD 29 (07/19/86)  203.0    (m)          666.     (f) VERT ANG       
 LB2347
 LB2347.Superseded values are not recommended for survey control.
 LB2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2347.See file dsdata.txt to determine how the superseded data were derived.
 LB2347
 LB2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1969626402(NAD 83)
 LB2347_MARKER: DS = TRIANGULATION STATION DISK
 LB2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2347
 LB2347  HISTORY     - Date     Condition        Report By
 LB2347  HISTORY     - 1947     MONUMENTED       CGS
 LB2347  HISTORY     - 1959     GOOD             CGS
 LB2347  HISTORY     - 1964     GOOD             CGS
 LB2347  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 LB2347  HISTORY     - 1974     GOOD             NGS
 LB2347
 LB2347                          STATION DESCRIPTION
 LB2347
 LB2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2347'STATION IS LOCATED IN THE NORTH END OF ASHKUM IN THE NORTHEAST ANGLE
 LB2347'OF U. S. HIGHWAYS 45-54 AND STATE HIGHWAY 116.  IT IS 110 FEET
 LB2347'NORTHEAST OF THE CENTERLINE OF THE TWO HIGHWAYS, 66 FEET NORTH OF
 LB2347'THE CENTER OF HIGHWAY 116, 63 FEET EAST OF THE CENTER OF HIGHWAYS 45
 LB2347'AND 54, 42 FEET SOUTHWEST OF THE CENTER OF THE PAVED CUT-OFF AND 5
 LB2347'FEET SOUTHWEST OF A WHITE WITNESS POST--THE MARK PROJECTS ABOUT 4
 LB2347'INCHES AND THE DISK IS STAMPED ASHKUM 1947.
 LB2347'
 LB2347'REFERENCE MARK NO. 1 IS 125.70 FEET EAST OF THE STATION.  IT IS 49
 LB2347'FEET NORTH OF THE CENTER OF HIGHWAY 116 IN THE FENCELINE.  THE MARK
 LB2347'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ASHKUM NO 1 1947.
 LB2347'
 LB2347'REFERENCE MARK NO. 2 IS 90.45 FEET NORTH OF THE STATION.  IT IS 69
 LB2347'FEET EAST OF THE CENTER OF HIGHWAYS 45 AND 54 IN THE FENCELINE.  THE
 LB2347'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED ASHKUM NO 2
 LB2347'1947.
 LB2347'
 LB2347'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION ON THE NORTH SIDE OF
 LB2347'STATE HIGHWAY 116.  IT IS 40 FEET NORTH OF THE CENTER OF THE
 LB2347'HIGHWAY, 6 FEET WEST OF A 15 INCH APPLE TREE AND 3 FEET WEST OF A
 LB2347'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LB2347'STAMPED ASHKUM 1947.
 LB2347'
 LB2347'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2347
 LB2347                          STATION RECOVERY (1959)
 LB2347
 LB2347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LB2347'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 LB2347'IN GOOD CONDITION.
 LB2347'
 LB2347'THE DIRECTION TO ALL MARKS WAS CHECKED AND FOUND TO BE CORRECT.
 LB2347'
 LB2347'A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO THE REFERENCE MARKS.
 LB2347'
 LB2347'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LB2347
 LB2347                          STATION RECOVERY (1964)
 LB2347
 LB2347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 LB2347'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2347'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LB2347
 LB2347                          STATION RECOVERY (1973)
 LB2347
 LB2347'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LB2347'ASHKUM NO. 2 1947 IN DANGER OF BEING DESTROYED DUE TO DITCH
 LB2347'EROSION.
 LB2347'
 LB2347'SHOULD BE RELOCATED SOON.
 LB2347'
 LB2347'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST
 LB2347'AND 1-1/2 MILES NORTH OF ASHKUM.
 LB2347
 LB2347                          STATION RECOVERY (1974)
 LB2347
 LB2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LB2347'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 LB2347'REFERENCE MARK 2 WAS FOUND WITH THE TOP PORTION SHEARED OFF AND THE
 LB2347'DISK GONE.  THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS
 LB2347'SALVAGED.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 LB2347'
 LB2347'THE STATION IS LOCATED AT THE NORTH EDGE OF ASHKUM, IN A TRIANGLE
 LB2347'FORMED BY THE JUNCTION OF U. S. HIGHWAY 45 AND STATE HIGHWAY 116, 21
 LB2347'FEET NORTHWEST OF A 30 INCH ELM TREE, 63 FEET EAST OF THE
 LB2347'CENTERLINE OF U. S. HIGHWAY 45, 42 FEET SOUTHWEST OF THE CENTERLINE
 LB2347'OF PAVED CUT-OFF ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND
 LB2347'66 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 116.  THE
 LB2347'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED ASHKUM 1947.
 LB2347'
 LB2347'REFERENCE MARK 1 IS 49 FEET NORTH OF THE CENTERLINE OF HIGHWAY 116,
 LB2347'189 FEET EAST OF THE CENTERLINE OF HIGHWAY 45 AND 1 FOOT WEST OF A
 LB2347'METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 LB2347'STAMPED ASHKUM NO 1 1947.
 LB2347'
 LB2347'REFERENCE MARK 3 IS 28 FEET NORTHEAST OF THE CENTERLINE OF CUT-OFF
 LB2347'ROAD, 69 FEET EAST OF THE CENTERLINE OF HIGHWAY 45 AND 1 FOOT
 LB2347'NORTHWEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 LB2347'AND THE DISK IS STAMPED ASHKUM 1947 NO 3 1974.
 LB2347'
 LB2347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ASHKUM.
 LB2347'
 LB2347'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2348 ***********************************************************************
 LB2348  DESIGNATION -  ASHKUM ASSUM BVM CATH CH SPIRE
 LB2348  PID         -  LB2348
 LB2348  STATE/COUNTY-  IL/IROQUOIS
 LB2348  USGS QUAD   -  CLIFTON (1986)
 LB2348
 LB2348                         *CURRENT SURVEY CONTROL
 LB2348  ___________________________________________________________________
 LB2348* NAD 83(1997)-  40 52 53.07441(N)    087 57 09.14575(W)     ADJUSTED  
 LB2348* NAVD 88     -                                                        
 LB2348  ___________________________________________________________________
 LB2348  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LB2348  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LB2348
 LB2348  HORZ ORDER  -  THIRD
 LB2348
 LB2348.The horizontal coordinates were established by classical geodetic methods
 LB2348.and adjusted by the National Geodetic Survey in October 1999..
 LB2348
 LB2348
 LB2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2348
 LB2348.The geoid height was determined by GEOID03.
 LB2348
 LB2348;                    North         East     Units Scale Factor Converg.
 LB2348;SPC IL E     -   467,942.134   332,094.664   MT  0.99998767   +0 14 57.2
 LB2348;SPC IL E     - 1,535,240.15  1,089,547.24   sFT  0.99998767   +0 14 57.2
 LB2348;UTM  16      - 4,526,029.176   419,745.935   MT  0.99967927   -0 37 24.5
 LB2348
 LB2348                          SUPERSEDED SURVEY CONTROL
 LB2348
 LB2348  NAD 83(1997)-  40 52 53.07459(N)    087 57 09.14565(W) AD(       ) 4
 LB2348  NAD 83(1986)-  40 52 53.08189(N)    087 57 09.15437(W) AD(       ) 4
 LB2348  NAD 27      -  40 52 52.96300(N)    087 57 09.01300(W) AD(       ) 3
 LB2348
 LB2348.Superseded values are not recommended for survey control.
 LB2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2348.See file dsdata.txt to determine how the superseded data were derived.
 LB2348
 LB2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1974626029(NAD 83)
 LB2348_MARKER: 90 = CHURCH SPIRE
 LB2348
 LB2348  HISTORY     - Date     Condition        Report By
 LB2348  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2348  HISTORY     - 1959     GOOD             CGS
 LB2348
 LB2348                          STATION DESCRIPTION
 LB2348
 LB2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LB2348'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE OF THE
 LB2348'CATHOLIC CHURCH OF ASHKUM.  THE CHURCH IS A WHITE FRAME STRUCTURE
 LB2348'WITH THE SPIRE ON THE WEST FACE.  THE SPIRE IS APPROXIMATELY 90
 LB2348'FEET HIGH AND IS SURMOUNTED BY A GOLD CROSS.  THE CHURCH IS LOCATED
 LB2348'IN THE NORTH CENTRAL PART OF TOWN.
 LB2348'
 LB2348'OBSERVED UPON FROM TRIANGULATION STATIONS.  PIPER, ASHKUM (NO. 58 W
 LB2348'U. S. G. S.), KEMPTON, AND CLIFTON NO 2 (NO. 57 W U. S. G. S.).
 LB2348'
 LB2348'AN INTERSECTION STATION.
 LB2348
 LB2348                          STATION RECOVERY (1959)
 LB2348
 LB2348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LB2348'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LB2348'
 LB2348'THE ORIGINAL 1939 DESCRIPTION IS ADEQUATE.
 LB2348'
 LB2348'THIS PARTY FOUND THE NAME OF THE CHURCH TO BE.  ASHKUM, ASSUMPTION
 LB2348'B. V. M. CATHOLIC CHURCH SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1542 ***********************************************************************
 KB1542  DESIGNATION -  ASHLAND
 KB1542  PID         -  KB1542
 KB1542  STATE/COUNTY-  IL/CASS
 KB1542  USGS QUAD   -  TALLULA (1971)
 KB1542
 KB1542                         *CURRENT SURVEY CONTROL
 KB1542  ___________________________________________________________________
 KB1542* NAD 83(1997)-  39 53 25.04625(N)    089 59 41.32600(W)     ADJUSTED  
 KB1542* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 KB1542  ___________________________________________________________________
 KB1542  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 KB1542  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KB1542
 KB1542  HORZ ORDER  -  FIRST
 KB1542
 KB1542.The horizontal coordinates were established by classical geodetic methods
 KB1542.and adjusted by the National Geodetic Survey in October 1999..
 KB1542
 KB1542.The orthometric height was scaled from a topographic map.
 KB1542
 KB1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1542
 KB1542.The geoid height was determined by GEOID03.
 KB1542
 KB1542;                    North         East     Units Scale Factor Converg.
 KB1542;SPC IL W     -   357,821.226   714,697.865   MT  0.99994383   +0 06 36.8
 KB1542;SPC IL W     - 1,173,951.81  2,344,804.58   sFT  0.99994383   +0 06 36.8
 KB1542;UTM  16      - 4,419,874.649   243,934.122   MT  1.00040730   -1 55 18.0
 KB1542;UTM  15      - 4,419,904.468   756,953.071   MT  1.00041291   +1 55 42.0
 KB1542
 KB1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1542!SPC IL W     -   0.99997469  x   0.99994383  =   0.99991852
 KB1542!UTM  16      -   0.99997469  x   1.00040730  =   1.00038198
 KB1542!UTM  15      -   0.99997469  x   1.00041291  =   1.00038759
 KB1542
 KB1542|---------------------------------------------------------------------|
 KB1542| PID    Reference Object                     Distance      Geod. Az  |
 KB1542|                                                           dddmmss.s |
 KB1542| CI6648 ASHLAND RM 1                         26.513 METERS 04626     |
 KB1542| CI6649 ASHLAND RM 2                         58.729 METERS 28322     |
 KB1542| CI6647 ASHLAND AZ MK                                      2844118.8 |
 KB1542|---------------------------------------------------------------------|
 KB1542
 KB1542                          SUPERSEDED SURVEY CONTROL
 KB1542
 KB1542  NAD 83(1997)-  39 53 25.05059(N)    089 59 41.32413(W) AD(       ) 1
 KB1542  NAD 83(1986)-  39 53 25.05479(N)    089 59 41.31700(W) AD(       ) 1
 KB1542  NAD 27      -  39 53 24.88000(N)    089 59 40.91100(W) AD(       ) 1
 KB1542
 KB1542.Superseded values are not recommended for survey control.
 KB1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1542.See file dsdata.txt to determine how the superseded data were derived.
 KB1542
 KB1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK4393419875(NAD 83)
 KB1542_MARKER: DS = TRIANGULATION STATION DISK
 KB1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1542
 KB1542  HISTORY     - Date     Condition        Report By
 KB1542  HISTORY     - 1934     MONUMENTED       CGS
 KB1542  HISTORY     - 1968     GOOD             ILDT
 KB1542  HISTORY     - 1969     GOOD             CGS
 KB1542  HISTORY     - 1971     GOOD             LOCENG
 KB1542
 KB1542                          STATION DESCRIPTION
 KB1542
 KB1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KB1542'ABOUT 0.4 MILE NORTHEAST OF THE CITY LIMITS OF ASHLAND, ON THE EDGE
 KB1542'OF THE RIGHT-OF-WAY OF STATE HIGHWAYS 123 AND 125, BETWEEN THE
 KB1542'HIGHWAY AND THE BALTIMORE AND OHIO RR. TRACKS BRANCH LINE, 35 FEET
 KB1542'NORTH OF THE NORTH RAIL, 35 FEET SOUTH OF THE CENTER LINE OF
 KB1542'HIGHWAY, 90 FEET SOUTHWEST OF CENTER LINE OF COUNTY LINE ROAD, AND
 KB1542'PROJECTS ABOUT 4 INCHES.
 KB1542'
 KB1542'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 125 GO NORTHEAST
 KB1542'0.5 MILE TO THE STATION ON SOUTH SIDE OF HIGHWAY.
 KB1542'
 KB1542'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KB1542'DISKS, SET IN CONCRETE.
 KB1542'
 KB1542'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, ON THE NORTH EDGE
 KB1542'OF THE HIGHWAY RIGHT-OF-WAY, 1 FOOT EAST OF THE NORTHEAST CORNER
 KB1542'OF A CULTIVATED FIELD, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KB1542'COUNTY LINE ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE
 KB1542'HIGHWAY, AND PROJECTS ABOUT 8 INCHES. REFERENCE MARK NO. 2 IS WEST OF
 KB1542'THE STATION, ON THE SOUTH EDGE OF THE HIGHWAY RIGHT-OF-WAY, 1
 KB1542'FOOT NORTH OF A FENCE CORNER, 41 FEET SOUTH OF THE CENTER LINE OF THE
 KB1542'ROAD, AND IS 250.37 FEET FROM REFERENCE MARK NO. 1 AND PROJECTS
 KB1542'ABOUT 9 INCHES.
 KB1542'
 KB1542'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, ON THE NORTH EDGE OF
 KB1542'THE HIGHWAY RIGHT-OF-WAY, 39 FEET WEST OF THE CENTER LINE OF
 KB1542'THE HIGHWAY, ABOUT 0.1 MILE EAST OF THE JUNCTION OF STATE HIGHWAYS
 KB1542'123 AND 125, 45 FEET WEST OF ASHLAND CITY LIMITS SIGN, AND
 KB1542'PROJECTS ABOUT 8 INCHES ABOVE GROUND.
 KB1542'
 KB1542'A TRAVERSE CONNECTION WAS MADE WITH U.S. GEOLOGICAL SURVEY PRIMARY
 KB1542'TRAVERSE STATION NO. 8, ESTABLISHED IN 1905. THIS MARK IS SOUTH
 KB1542'OF STATION ASHLAND, AT THE NORTHWEST CORNER OF CROSSROADS, 22 FEET
 KB1542'WEST OF THE COUNTY LINE ROAD, 37 FEET NORTH OF EAST-WEST
 KB1542'SECTION LINE RD., ABOUT 0.2 MILE SOUTH OF A RAILROAD CROSSING. IT IS
 KB1542'AN IRON PIPE WITH A STANDARD U.S.G.S. MARK SCREWED IN THE
 KB1542'TOP, AND PROJECTS 12 INCHES ABOVE GROUND.
 KB1542'
 KB1542'113-FOOT TOWER AT PRENTICE IS VISIBLE AT 55 FEET.
 KB1542'
 KB1542'103-FOOT TOWER AT TULLULA IS VISIBLE AT 45 FEET.
 KB1542'
 KB1542'113-FOOT TOWER AT IRWIN IS VISIBLE AT 38 FEET.
 KB1542'
 KB1542'103-FOOT TOWER AT PHIL IS VISIBLE AT 25 FEET.
 KB1542
 KB1542                          STATION RECOVERY (1968)
 KB1542
 KB1542'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1968 (JWH)
 KB1542'MARK STAMPED ASHLAND - GOOD CONDITION.
 KB1542'
 KB1542'MARKS STAMPED ASHLAND 1 AND 2 - GOOD CONDITION.
 KB1542'
 KB1542'MARK STAMPED ASHLAND - DESTROYED - BRONZE DISK REMOVED.
 KB1542'
 KB1542'MARK STAMPED ASHLAND - IS 2 FT. EAST OF WITNESS POST.
 KB1542'
 KB1542'MARK STAMPED USGS NO. 8 - SEARCHED FOR BUT COULDNT LOCATE.
 KB1542'
 KB1542'ASHLAND NO. 1 IS 1.0 FEET SOUTH OF THE S. W.  CORNER OF A
 KB1542'CULTIVATED FIELD 26 FT. WEST OF CENTERLINE OF COUNTY ROAD.
 KB1542'
 KB1542'ASHLAND NO. 2 IS 40 FT. N OF NORTH RAIL OF B AND O RAILROAD, FUNCU IS
 KB1542'MISSING.
 KB1542
 KB1542                          STATION RECOVERY (1969)
 KB1542
 KB1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KB1542'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 KB1542'THE AZIMUTH MARK WAS FOUND SOLID BUT THE DISK WAS GONE. THE
 KB1542'HOLE OF THE STEM OF THE DISK WAS HELD AND A NEW DISK WAS SET. THE
 KB1542'DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 KB1542'P.T.S. NO. 8 USGS 1905 WAS SEARCHED FOR BUT NOT FOUND AND IS ASSUMED
 KB1542'DESTROYED BY GRADING.  A NEW DESCRIPTION FOLLOWS.
 KB1542'
 KB1542'STATION MARK IS 34 FEET NORTH OF THE NORTH RAIL OF RAILROAD, 36 FEET
 KB1542'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 125, 91 FEET WEST OF
 KB1542'THE CENTERLINE OF CO. RD. 18 W AND 2 FEET EAST OF A METAL WITNESS
 KB1542'POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KB1542'ASHLAND 1934.
 KB1542'
 KB1542'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123 AND 125
 KB1542'AT THE NORTHEAST EDGE OF ASHLAND, GO NORTHEAST ON HIGHWAY 125
 KB1542'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE EASTERLY ON
 KB1542'THE HIGHWAY FOR 0.4 MILE TO A CROSSROAD AND THE STATION IN
 KB1542'THE SOUTHWEST ANGLE OF THE INTERSECTION.
 KB1542'
 KB1542'REFERENCE MARK 1 IS 27 FEET WEST OF THE CENTERLINE OF THE COUNTY
 KB1542'ROAD, 39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1
 KB1542'FOOT SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 27 FEET SOUTH OF A
 KB1542'POWER POLE. THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 KB1542'STAMPED ASHLAND NO 1 1934.
 KB1542'
 KB1542'REFERENCE MARK 2 IS 40 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KB1542'41 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 11 FEET
 KB1542'SOUTHEAST OF A 14 INCH TREE AND 21 FEET WEST OF AN UNDERGROUND CABLE
 KB1542'BOX AND A WARNING SIGN. THE MONUMENT PROJECTS 10 INCHES AND
 KB1542'THE DISK IS STAMPED ASHLAND NO 2 1934.
 KB1542'
 KB1542'THE AZIMUTH MARK IS 40 FEET NORTHWEST OF THE CENTERLINE OF THE
 KB1542'HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST, 142 FEET SOUTHWEST
 KB1542'OF A 14 INCH TREE AND 328 FEET NORTHEAST OF THE CENTERLINE OF A ROAD
 KB1542'NORTH. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 KB1542'ASHLAND 1934 1969.
 KB1542'
 KB1542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/2 MILE NORTHEAST
 KB1542'OF ASHLAND.
 KB1542'
 KB1542'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KB1542
 KB1542                          STATION RECOVERY (1971)
 KB1542
 KB1542'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ARS)
 KB1542'RECOVERED ALL MARKS AS PUBLISHED FEB. 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1861 ***********************************************************************
 JB1861  DESIGNATION -  ASHLEY HOBEN CANDY CO WATER TK
 JB1861  PID         -  JB1861
 JB1861  STATE/COUNTY-  IL/WASHINGTON
 JB1861  USGS QUAD   -  ASHLEY (1974)
 JB1861
 JB1861                         *CURRENT SURVEY CONTROL
 JB1861  ___________________________________________________________________
 JB1861* NAD 83(1997)-  38 19 45.94000(N)    089 11 24.97203(W)     ADJUSTED  
 JB1861* NAVD 88     -                                                        
 JB1861  ___________________________________________________________________
 JB1861  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JB1861  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JB1861
 JB1861  HORZ ORDER  -  THIRD
 JB1861
 JB1861.The horizontal coordinates were established by classical geodetic methods
 JB1861.and adjusted by the National Geodetic Survey in October 1999..
 JB1861
 JB1861
 JB1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1861
 JB1861.The geoid height was determined by GEOID03.
 JB1861
 JB1861;                    North         East     Units Scale Factor Converg.
 JB1861;SPC IL W     -   184,985.198   785,370.211   MT  1.00003090   +0 36 20.1
 JB1861;SPC IL W     -   606,905.60  2,576,668.77   sFT  1.00003090   +0 36 20.1
 JB1861;SPC IL E     -   184,887.805   225,072.307   MT  1.00004411   -0 31 53.3
 JB1861;SPC IL E     -   606,586.07    738,424.73   sFT  1.00004411   -0 31 53.3
 JB1861;UTM  16      - 4,244,636.778   308,552.686   MT  1.00005140   -1 21 31.6
 JB1861
 JB1861                          SUPERSEDED SURVEY CONTROL
 JB1861
 JB1861  NAD 83(1997)-  38 19 45.95509(N)    089 11 24.97070(W) AD(       ) 4
 JB1861  NAD 83(1986)-  38 19 45.95533(N)    089 11 24.97051(W) AD(       ) 4
 JB1861  NAD 27      -  38 19 45.77653(N)    089 11 24.69674(W) AD(       ) 3
 JB1861
 JB1861.Superseded values are not recommended for survey control.
 JB1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1861.See file dsdata.txt to determine how the superseded data were derived.
 JB1861
 JB1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0855344637(NAD 83)
 JB1861_MARKER: 53 = ELEVATED TANK
 JB1861
 JB1861  HISTORY     - Date     Condition        Report By
 JB1861  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1861  HISTORY     - 1962     GOOD             CGS
 JB1861
 JB1861                          STATION DESCRIPTION
 JB1861
 JB1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1861'STATION IS LOCATED IN THE TOWN OF ASHLEY.  IT IS PAINTED GRAY,
 JB1861'SUPPORTED BY 4 LEGS AND APPROXIMATELY 130 FEET HIGH.
 JB1861'
 JB1861'THE POINT INTERSECTED WAS THE CENTER OF TOP OF TANK.
 JB1861'
 JB1861'TO REACH FROM THE POST OFFICE IN ASHLEY, GO WEST FOR 0.05 MILE TO
 JB1861'CROSS STREETS, CONTINUE WEST CROSSING RAILROAD TRACKS FOR 0.05 MILE
 JB1861'TO A SIDE STREET RIGHT, TURN RIGHT FOR 0.1 MILE TO THE TANK ON THE
 JB1861'RIGHT.
 JB1861
 JB1861                          STATION RECOVERY (1962)
 JB1861
 JB1861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1861'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1863 ***********************************************************************
 JB1863  DESIGNATION -  ASHLEY MUNICIPAL TANK
 JB1863  PID         -  JB1863
 JB1863  STATE/COUNTY-  IL/WASHINGTON
 JB1863  USGS QUAD   -  ASHLEY (1974)
 JB1863
 JB1863                         *CURRENT SURVEY CONTROL
 JB1863  ___________________________________________________________________
 JB1863* NAD 83(1997)-  38 20 04.14349(N)    089 10 57.94363(W)     ADJUSTED  
 JB1863* NAVD 88     -                                                        
 JB1863  ___________________________________________________________________
 JB1863  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JB1863  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 JB1863
 JB1863  HORZ ORDER  -  THIRD
 JB1863
 JB1863.The horizontal coordinates were established by classical geodetic methods
 JB1863.and adjusted by the National Geodetic Survey in October 1999..
 JB1863
 JB1863
 JB1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1863
 JB1863.The geoid height was determined by GEOID03.
 JB1863
 JB1863;                    North         East     Units Scale Factor Converg.
 JB1863;SPC IL W     -   185,553.438   786,020.692   MT  1.00003227   +0 36 37.1
 JB1863;SPC IL W     -   608,769.90  2,578,802.89   sFT  1.00003227   +0 36 37.1
 JB1863;SPC IL E     -   185,443.031   225,733.944   MT  1.00004290   -0 31 36.8
 JB1863;SPC IL E     -   608,407.68    740,595.45   sFT  1.00004290   -0 31 36.8
 JB1863;UTM  16      - 4,245,182.396   309,222.276   MT  1.00004825   -1 21 15.4
 JB1863
 JB1863                          SUPERSEDED SURVEY CONTROL
 JB1863
 JB1863  NAD 83(1997)-  38 20 04.15857(N)    089 10 57.94224(W) AD(       ) 4
 JB1863  NAD 83(1986)-  38 20 04.15883(N)    089 10 57.94208(W) AD(       ) 4
 JB1863  NAD 27      -  38 20 03.98049(N)    089 10 57.66909(W) AD(       ) 3
 JB1863
 JB1863.Superseded values are not recommended for survey control.
 JB1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1863.See file dsdata.txt to determine how the superseded data were derived.
 JB1863
 JB1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0922245182(NAD 83)
 JB1863_MARKER: 53 = ELEVATED TANK
 JB1863
 JB1863  HISTORY     - Date     Condition        Report By
 JB1863  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1863  HISTORY     - 1962     GOOD             CGS
 JB1863
 JB1863                          STATION DESCRIPTION
 JB1863
 JB1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1863'THE STATION IS LOCATED AT THE EXTREME NORTHEAST EDGE OF THE TOWN OF
 JB1863'ASHLEY AND ABOUT 1/4 MILE NORTHEAST OF THE ASHLEY SCHOOL.  IT IS A
 JB1863'FOUR LEGGED STEEL STRUCTURE, APPROXIMATELY 110 FEET HIGH AND
 JB1863'PAINTED SILVER.
 JB1863'
 JB1863'THE POINT INTERSECTED WAS THE BALL AT TOP OF TANK.
 JB1863'
 JB1863'TO REACH FROM THE SCHOOL IN THE NORTH EDGE OF ASHLEY, GO EAST 1
 JB1863'BLOCK, TURN LEFT 2 BLOCKS, TURN RIGHT 1 BLOCK THENCE LEFT (NORTH)
 JB1863'1 BLOCK TO THE TANK IN EDGE OF FIELD.
 JB1863
 JB1863                          STATION RECOVERY (1962)
 JB1863
 JB1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1863'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1864 ***********************************************************************
 JB1864  DESIGNATION -  ASHLEY RADIO STA KSN 47 MAST
 JB1864  PID         -  JB1864
 JB1864  STATE/COUNTY-  IL/WASHINGTON
 JB1864  USGS QUAD   -  ASHLEY (1974)
 JB1864
 JB1864                         *CURRENT SURVEY CONTROL
 JB1864  ___________________________________________________________________
 JB1864* NAD 83(1997)-  38 19 24.60588(N)    089 10 24.74780(W)     ADJUSTED  
 JB1864* NAVD 88     -                                                        
 JB1864  ___________________________________________________________________
 JB1864  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JB1864  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 JB1864
 JB1864  HORZ ORDER  -  THIRD
 JB1864
 JB1864.The horizontal coordinates were established by classical geodetic methods
 JB1864.and adjusted by the National Geodetic Survey in October 1999..
 JB1864
 JB1864
 JB1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1864
 JB1864.The geoid height was determined by GEOID03.
 JB1864
 JB1864;                    North         East     Units Scale Factor Converg.
 JB1864;SPC IL W     -   184,342.989   786,839.994   MT  1.00003402   +0 36 57.2
 JB1864;SPC IL W     -   604,798.62  2,581,490.88   sFT  1.00003402   +0 36 57.2
 JB1864;SPC IL E     -   184,216.551   226,529.073   MT  1.00004145   -0 31 15.7
 JB1864;SPC IL E     -   604,383.80    743,204.13   sFT  1.00004145   -0 31 15.7
 JB1864;UTM  16      - 4,243,944.558   309,999.617   MT  1.00004460   -1 20 53.6
 JB1864
 JB1864                          SUPERSEDED SURVEY CONTROL
 JB1864
 JB1864  NAD 83(1997)-  38 19 24.62064(N)    089 10 24.74668(W) AD(       ) 4
 JB1864  NAD 83(1986)-  38 19 24.62080(N)    089 10 24.74660(W) AD(       ) 4
 JB1864  NAD 27      -  38 19 24.44334(N)    089 10 24.47273(W) AD(       ) 3
 JB1864
 JB1864.Superseded values are not recommended for survey control.
 JB1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1864.See file dsdata.txt to determine how the superseded data were derived.
 JB1864
 JB1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1000043945(NAD 83)
 JB1864_MARKER: 43 = RADIO/TV TOWER
 JB1864
 JB1864  HISTORY     - Date     Condition        Report By
 JB1864  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1864
 JB1864                          STATION DESCRIPTION
 JB1864
 JB1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1864'THE STATION IS THE FLASHING LIGHT AT THE TOP OF THE TOWER LOCATED
 JB1864'ABOUT 1/2 MILE EAST OF ASHLEY.  IT IS A FOUR LEGGED SELF SUPPORTED
 JB1864'STEEL TOWER PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE
 JB1864'AND WHITE AND HAS FAN SHAPED ANTENAS AT ITS TOP.  THE OVERALL
 JB1864'HEIGHT IS 220 FEET.
 JB1864'
 JB1864'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 51, 460 AND STATE HIGHWAY
 JB1864'15 AT THE EAST EDGE OF ASHLEY, GO NORTH ON U.S. HIGHWAY 51 FOR 0.15
 JB1864'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A PAVED ROAD
 JB1864'FOR 0.2 MILE TO THE TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1863 ***********************************************************************
 KA1863  DESIGNATION -  ASHMORE
 KA1863  PID         -  KA1863
 KA1863  STATE/COUNTY-  IL/CLARK
 KA1863  USGS QUAD   -  DENNISON (1972)
 KA1863
 KA1863                         *CURRENT SURVEY CONTROL
 KA1863  ___________________________________________________________________
 KA1863* NAD 83(1997)-  39 22 58.60569(N)    087 34 07.15941(W)     ADJUSTED  
 KA1863* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 KA1863  ___________________________________________________________________
 KA1863  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KA1863  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KA1863
 KA1863  HORZ ORDER  -  FIRST
 KA1863
 KA1863.The horizontal coordinates were established by classical geodetic methods
 KA1863.and adjusted by the National Geodetic Survey in October 1999..
 KA1863
 KA1863.The orthometric height was scaled from a topographic map.
 KA1863
 KA1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1863
 KA1863.The geoid height was determined by GEOID03.
 KA1863
 KA1863;                    North         East     Units Scale Factor Converg.
 KA1863;SPC IL E     -   301,770.273   365,881.490   MT  1.00002842   +0 29 06.7
 KA1863;SPC IL E     -   990,057.97  1,200,396.19   sFT  1.00002842   +0 29 06.7
 KA1863;SPC IN W     -   459,121.576   858,187.153   MT  0.99998818   -0 18 28.6
 KA1863;SPC IN W     - 1,506,301.37  2,815,569.02   sFT  0.99998818   -0 18 28.6
 KA1863;UTM  16      - 4,359,428.123   451,025.504   MT  0.99962953   -0 21 38.9
 KA1863
 KA1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1863!SPC IL E     -   0.99997905  x   1.00002842  =   1.00000747
 KA1863!SPC IN W     -   0.99997905  x   0.99998818  =   0.99996723
 KA1863!UTM  16      -   0.99997905  x   0.99962953  =   0.99960859
 KA1863
 KA1863:                Primary Azimuth Mark                     Grid Az
 KA1863:SPC IL E     -  ASHMORE AZ MK                            008 51 44.2
 KA1863:SPC IN W     -  ASHMORE AZ MK                            009 39 19.5
 KA1863:UTM  16      -  ASHMORE AZ MK                            009 42 29.8
 KA1863
 KA1863|---------------------------------------------------------------------|
 KA1863| PID    Reference Object                     Distance      Geod. Az  |
 KA1863|                                                           dddmmss.s |
 KA1863| CM2701 ASHMORE AZ MK                                      0092050.9 |
 KA1863| KA1862 TT 111 F USGS 1947                   49.738 METERS 11521     |
 KA1863| CM2702 ASHMORE RM 1                         36.927 METERS 23313     |
 KA1863|---------------------------------------------------------------------|
 KA1863
 KA1863                          SUPERSEDED SURVEY CONTROL
 KA1863
 KA1863  NAD 83(1997)-  39 22 58.60563(N)    087 34 07.15931(W) AD(       ) 1
 KA1863  NAD 83(1986)-  39 22 58.61271(N)    087 34 07.15200(W) AD(       ) 1
 KA1863  NAD 27      -  39 22 58.47970(N)    087 34 07.06470(W) AD(       ) 1
 KA1863
 KA1863.Superseded values are not recommended for survey control.
 KA1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1863.See file dsdata.txt to determine how the superseded data were derived.
 KA1863
 KA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5102659428(NAD 83)
 KA1863_MARKER: DS = TRIANGULATION STATION DISK
 KA1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1863
 KA1863  HISTORY     - Date     Condition        Report By
 KA1863  HISTORY     - 1947     MONUMENTED       CGS
 KA1863  HISTORY     - 19971019 MARK NOT FOUND   USPSQD
 KA1863
 KA1863                          STATION DESCRIPTION
 KA1863
 KA1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1863'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF MARSHALL, 3 MILES
 KA1863'SOUTH OF THE SMALL COMMUNITY OF WEAVER, AND 2-1/4 MILES WEST OF
 KA1863'THE ILLINOIS-INDIANA STATE LINE ON PROPERTY OWNED BY MR. LEVI HEWITT.
 KA1863'IT IS 185 FEET WEST OF THE APPROXIMATE CENTERLINE OF A
 KA1863'NORTH-AND-SOUTH GRAVELED ROAD, 59 FEET SOUTH OF A CULTIVATED FIELD,
 KA1863'56 FT NORTH OF THE APPROXIMATE CENTERLINE OF AN EAST-AND-WEST
 KA1863'GRAVELED ROAD, AND 52 FEET WEST OF THE SOUTHWEST CORNER OF MR.
 KA1863'HEWITTS HOUSE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 KA1863'IS STAMPED ASHMORE 1947.
 KA1863'
 KA1863'REFERENCE MARK NO. 1 IS 121.15 FEET SOUTHWEST OF THE STATION, 103
 KA1863'FEET WEST OF A POWER POLE, 16 FEET SOUTH OF THE APPROXIMATE
 KA1863'CENTERLINE OF A GRAVELED ROAD, AND 6 INCHES NORTH OF A FENCE. THE
 KA1863'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED ASHMORE NO 1 1947.
 KA1863'
 KA1863'TT 111F 1929 USGS WAS USED AS A REFERENCE MARK. IT IS 163.18 FEET
 KA1863'EAST-SOUTHEAST OF THE STATION, 36 FEET WEST OF THE APPROXIMATE
 KA1863'CENTERLINE OF THE NORTH-AND-SOUTH GRAVELED ROAD, 13 FEET SOUTH OF THE
 KA1863'APPROXIMATE CENTERLINE OF THE EAST-AND-WEST GRAVELED ROAD,2 FEET
 KA1863'NORTH OF A FENCE, AND 2 FEET NORTHWEST OF A WITNESS POST. THE MARK
 KA1863'PROJECTS 2 INCHES, AND THE DISK IS A STANDARD BRONZE USGS
 KA1863'DISK STAMPED TT 111F 1929.
 KA1863'
 KA1863'THE AZIMUTH MARK IS 0.2 MILE NORTH-NORTHEAST OF THE STATION, 18 FEET
 KA1863'EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 1 FOOT
 KA1863'SOUTH OF A WITNESS POST, AND 6 INCHES WEST OF A FENCE. THE MARK
 KA1863'PROJECTS 3 INCHES, AND THE DISK IS STAMPED ASHMORE 1947.
 KA1863'
 KA1863'TO REACH THE STATION FROM THE ARMSTRONG METHODIST CHURCH IN WEAVER,
 KA1863'WHICH IS 6 MILES EAST OF MARSHALL VIA U.S.  HIGHWAY 40, GO
 KA1863'SOUTH ON A GRAVELED ROAD FOR 3.2 MILES TO THE AZIMUTH MARK ON THE
 KA1863'LEFT. CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR 0.2 MILE TO
 KA1863'A CROSS-ROAD AND THE STATION ON THE RIGHT.
 KA1863'
 KA1863'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 KA1863
 KA1863                          STATION RECOVERY (1997)
 KA1863
 KA1863'RECOVERY NOTE BY US POWER SQUADRON 1997
 KA1863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1153 ***********************************************************************
 KB1153  DESIGNATION -  ASHMORE WABASH P L MICROWAVE
 KB1153  PID         -  KB1153
 KB1153  STATE/COUNTY-  IL/COLES
 KB1153  USGS QUAD   -  ASHMORE (1982)
 KB1153
 KB1153                         *CURRENT SURVEY CONTROL
 KB1153  ___________________________________________________________________
 KB1153* NAD 83(1997)-  39 31 22.01473(N)    088 04 19.41507(W)     ADJUSTED  
 KB1153* NAVD 88     -                                                        
 KB1153  ___________________________________________________________________
 KB1153  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 KB1153  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KB1153
 KB1153  HORZ ORDER  -  THIRD
 KB1153
 KB1153.The horizontal coordinates were established by classical geodetic methods
 KB1153.and adjusted by the National Geodetic Survey in October 1999..
 KB1153
 KB1153
 KB1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1153
 KB1153.The geoid height was determined by GEOID03.
 KB1153
 KB1153;                    North         East     Units Scale Factor Converg.
 KB1153;SPC IL E     -   317,048.680   322,465.150   MT  0.99998121   +0 09 58.6
 KB1153;SPC IL E     - 1,040,183.88  1,057,954.41   sFT  0.99998121   +0 09 58.6
 KB1153;UTM  16      - 4,375,341.501   407,854.425   MT  0.99970454   -0 40 56.2
 KB1153
 KB1153                          SUPERSEDED SURVEY CONTROL
 KB1153
 KB1153  NAD 83(1997)-  39 31 22.01145(N)    088 04 19.41345(W) AD(       ) 4
 KB1153  NAD 83(1986)-  39 31 22.02360(N)    088 04 19.41198(W) AD(       ) 4
 KB1153  NAD 27      -  39 31 21.90317(N)    088 04 19.28367(W) AD(       ) 3
 KB1153
 KB1153.Superseded values are not recommended for survey control.
 KB1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1153.See file dsdata.txt to determine how the superseded data were derived.
 KB1153
 KB1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0785475342(NAD 83)
 KB1153_MARKER: 44 = MICROWAVE MAST
 KB1153
 KB1153  HISTORY     - Date     Condition        Report By
 KB1153  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1153
 KB1153                          STATION DESCRIPTION
 KB1153
 KB1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1153'THE STATION, ASHMORE WABASH PIPELINE COMPANY MICROWAVE MAST
 KB1153'KQU 59, IS THE RED LIGHT ATOP A 290 FEET RED AND WHITE, GUYED
 KB1153'MAST, OWNED BY THE WABASH PIPELINE COMPANY.
 KB1153'
 KB1153'THE STATION IS LOCATED ABOUT 4 KM WEST OF ASHMORE.
 KB1153'
 KB1153'TO REACH THE STATION FROM THE POST OFFICE IN ASHMORE, GO WEST
 KB1153'ON STATE HIGHWAY 16 FOR 4.0 KM (2.5 MI) TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1599 ***********************************************************************
 MF1599  DESIGNATION -  ASHTON
 MF1599  PID         -  MF1599
 MF1599  STATE/COUNTY-  IL/LEE
 MF1599  USGS QUAD   -  FRANKLIN GROVE (1983)
 MF1599
 MF1599                         *CURRENT SURVEY CONTROL
 MF1599  ___________________________________________________________________
 MF1599* NAD 83(1997)-  41 51 58.64282(N)    089 16 37.50383(W)     ADJUSTED  
 MF1599* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 MF1599  ___________________________________________________________________
 MF1599  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 MF1599  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF1599
 MF1599  HORZ ORDER  -  SECOND
 MF1599
 MF1599.The horizontal coordinates were established by classical geodetic methods
 MF1599.and adjusted by the National Geodetic Survey in October 1999..
 MF1599
 MF1599.The orthometric height was scaled from a topographic map.
 MF1599
 MF1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1599
 MF1599.The geoid height was determined by GEOID03.
 MF1599
 MF1599;                    North         East     Units Scale Factor Converg.
 MF1599;SPC IL W     -   577,614.633   773,852.646   MT  1.00000827   +0 35 37.4
 MF1599;SPC IL W     - 1,895,057.34  2,538,881.56   sFT  1.00000827   +0 35 37.4
 MF1599;UTM  16      - 4,637,437.681   311,017.488   MT  1.00003949   -1 31 12.6
 MF1599
 MF1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1599!SPC IL W     -   0.99996455  x   1.00000827  =   0.99997282
 MF1599!UTM  16      -   0.99996455  x   1.00003949  =   1.00000404
 MF1599
 MF1599|---------------------------------------------------------------------|
 MF1599| PID    Reference Object                     Distance      Geod. Az  |
 MF1599|                                                           dddmmss.s |
 MF1599| CI6653 ASHTON RM 3                          26.731 METERS 03835     |
 MF1599| MF1551 ASHTON MUNICIPAL TANK               APPROX. 4.8 KM 0853014.5 |
 MF1599| CI6650 ASHTON AZ MK                                       0863932.6 |
 MF1599| MF1758 DIXON                               APPROX.16.5 KM 2724009.9 |
 MF1599| CI6652 ASHTON RM 2                          27.264 METERS 27248     |
 MF1599| CI6651 ASHTON RM 1                          20.563 METERS 35802     |
 MF1599|---------------------------------------------------------------------|
 MF1599
 MF1599                          SUPERSEDED SURVEY CONTROL
 MF1599
 MF1599  NAD 83(1997)-  41 51 58.64300(N)    089 16 37.50479(W) AD(       ) 2
 MF1599  NAD 83(1986)-  41 51 58.64504(N)    089 16 37.51009(W) AD(       ) 2
 MF1599  NAD 27      -  41 51 58.53600(N)    089 16 37.15270(W) AD(       ) 2
 MF1599
 MF1599.Superseded values are not recommended for survey control.
 MF1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1599.See file dsdata.txt to determine how the superseded data were derived.
 MF1599
 MF1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1101737438(NAD 83)
 MF1599_MARKER: DS = TRIANGULATION STATION DISK
 MF1599_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MF1599
 MF1599  HISTORY     - Date     Condition        Report By
 MF1599  HISTORY     - 1954     MONUMENTED       CGS
 MF1599  HISTORY     - 1958     GOOD             CGS
 MF1599  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 MF1599  HISTORY     - 20020116 MARK NOT FOUND   NGS
 MF1599  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 MF1599
 MF1599                          STATION DESCRIPTION
 MF1599
 MF1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1599'STATION IS LOCATED ABOUT 2 MILES WEST OF ASHTON ON PROPERTY
 MF1599'OWNED BY WILLIAM HASNITOCH.  IT IS 86 FEET SOUTHEAST OF A
 MF1599'CONCRETE DEDICATION MEMORIAL MONUMENT TO ABRAHAM LINCOLN,
 MF1599'60 FEET SOUTHEAST OF A TELEPHONE POLE WITH A TRIANGLE BLAZE
 MF1599'ON THE NORTH SIDE, 41 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 MF1599'30 A AND 9 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 MF1599'IS UNDERGROUND 16 INCHES AND THE DISK IS STAMPED ASHTON 1954.
 MF1599'
 MF1599'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTER OF THE
 MF1599'HIGHWAY AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH
 MF1599'AND THE DISK IS STAMPED ASHTON NO 1 1954.
 MF1599'
 MF1599'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTER OF THE
 MF1599'HIGHWAY AND 30 FEET WEST OF THE TELEPHONE POLE WITH A TRIANGLE
 MF1599'BLAZE ON THE NORTH SIDE.  THE MARK IS FLUSH AND THE DISK IS
 MF1599'STAMPED ASHTON NO 2 1954.
 MF1599'
 MF1599'AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF HIGHWAY 30 A,
 MF1599'3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 MF1599'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ASHTON 1954.
 MF1599'
 MF1599'TO REACH THE STATION FROM THE ASHTON HIGH SCHOOL IN ASHTON,
 MF1599'GO WEST ON U.S. HIGHWAY 30 A FOR 2.25 MILES TO THE AZIMUTH MARK
 MF1599'ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON HIGHWAY 30 A FOR
 MF1599'0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 MF1599'
 MF1599'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1599
 MF1599                          STATION RECOVERY (1958)
 MF1599
 MF1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 MF1599'THIS STATION WAS RECOVERED IN GOOD CONDITION ALONG WITH
 MF1599'REFERENCE MARK NO. 1.  BUT REFERENCE MARK NO. 2 AND THE AZIMUTH
 MF1599'MARK HAD BEEN DESTROYED BY ROAD CONSTRUCTION WORK ON U.S.
 MF1599'HIGHWAY 30A.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 MF1599'THE ASHTON, MUNICIPAL WATER TANK MIGHT BE USED AS A NATURAL
 MF1599'AZIMUTH IN THE FALL AND WINTER WHEN THE LEAVES HAVE FALLEN FROM
 MF1599'THE TREES.  THE TANK IS VISIBLE FROM REFERENCE MARK NO. 1.
 MF1599'U.S. HIGHWAY 30 A HAS BEEN REALIGNED IN THE VICINITY OF THE
 MF1599'STATION, SO A COMPLETE DESCRIPTION FOLLOWS.
 MF1599'
 MF1599'STATION IS LOCATED ABOUT 2 MILES WEST OF ASHTON ON PROPERTY
 MF1599'OWNED BY WILLIAM HANNITOCH AND ABOUT 200 YARDS NORTHWEST
 MF1599'OF A CURVE IN U.S. HIGHWAY 30 A AND 250 YARDS EAST OF A
 MF1599'NORTH-SOUTH SECTIONLINE ROAD, AND 68 FEET SOUTH OF A FENCELINE.
 MF1599'THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 MF1599'THE DISK IS STAMPED ASHTON 1954.
 MF1599'
 MF1599'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 45 FEET WEST
 MF1599'OF A FENCE T-INTERSECTION AND 1 FOOT SOUTH OF THE FENCE.  THE
 MF1599'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 MF1599'STAMPED ASHTON NO 1 1954.
 MF1599'
 MF1599'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION, 12 FEET EAST
 MF1599'OF A FENCE T-INTERSECTION, 3 FEET EAST OF A TELEPHONE POLE,
 MF1599'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES
 MF1599'AND THE DISK IS STAMPED ASHTON NO 3 1954.
 MF1599'
 MF1599'AZIMUTH MARK IS DESTROYED.
 MF1599'
 MF1599'TO REACH THE STATION FROM THE ASHTON HIGH SCHOOL IN ASHTON,
 MF1599'GO WEST ON U.S. HIGHWAY 30 A FOR 2.45 MILES TO A POINT WHERE
 MF1599'U.S. HIGHWAY 30 A STARTS TO CURVE TO THE LEFT OR THE SOUTHEAST.
 MF1599'THE STATION IS ABOUT 200 YARDS WEST OF THIS POINT AS DESCRIBED.
 MF1599
 MF1599                          STATION RECOVERY (1995)
 MF1599
 MF1599'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1599'MARK NOT FOUND.
 MF1599
 MF1599                          STATION RECOVERY (2002)
 MF1599
 MF1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1599'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1599
 MF1599                          STATION RECOVERY (2003)
 MF1599
 MF1599'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1599'RM 1 RM 2 RM 3 AND THE AZIMUTH WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1551 ***********************************************************************
 MF1551  DESIGNATION -  ASHTON MUNICIPAL TANK
 MF1551  PID         -  MF1551
 MF1551  STATE/COUNTY-  IL/LEE
 MF1551  USGS QUAD   -  ASHTON (1975)
 MF1551
 MF1551                         *CURRENT SURVEY CONTROL
 MF1551  ___________________________________________________________________
 MF1551* NAD 83(1997)-  41 52 10.85035(N)    089 13 08.90028(W)     ADJUSTED  
 MF1551* NAVD 88     -                                                        
 MF1551  ___________________________________________________________________
 MF1551  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 MF1551  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1551
 MF1551  HORZ ORDER  -  THIRD
 MF1551
 MF1551.The horizontal coordinates were established by classical geodetic methods
 MF1551.and adjusted by the National Geodetic Survey in October 1999..
 MF1551
 MF1551
 MF1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1551
 MF1551.The geoid height was determined by GEOID03.
 MF1551
 MF1551;                    North         East     Units Scale Factor Converg.
 MF1551;SPC IL W     -   578,042.731   778,659.135   MT  1.00001729   +0 37 56.8
 MF1551;SPC IL W     - 1,896,461.86  2,554,650.85   sFT  1.00001729   +0 37 56.8
 MF1551;UTM  16      - 4,637,688.195   315,836.573   MT  1.00001736   -1 28 53.6
 MF1551
 MF1551                          SUPERSEDED SURVEY CONTROL
 MF1551
 MF1551  NAD 83(1997)-  41 52 10.85067(N)    089 13 08.90229(W) AD(       ) 4
 MF1551  NAD 83(1986)-  41 52 10.85206(N)    089 13 08.90513(W) AD(       ) 4
 MF1551  NAD 27      -  41 52 10.74300(N)    089 13 08.54400(W) AD(       ) 3
 MF1551
 MF1551.Superseded values are not recommended for survey control.
 MF1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1551.See file dsdata.txt to determine how the superseded data were derived.
 MF1551
 MF1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1583737688(NAD 83)
 MF1551_MARKER: 53 = ELEVATED TANK
 MF1551
 MF1551  HISTORY     - Date     Condition        Report By
 MF1551  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1551  HISTORY     - 19950814 MARK NOT FOUND   USPSQD
 MF1551  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF1551  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 MF1551
 MF1551                          STATION DESCRIPTION
 MF1551
 MF1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1551'STATION IS THE CENTER OF THE TOP OF THE ASHTON MUNI. WATER TANK
 MF1551'LOCATED IN THE NORTH SECTION OF ASHTON.  THE TANK IS A FOUR
 MF1551'LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH, PAINTED BLACK WITH
 MF1551'THE LEGEND ASHTON ON THE NORTH AND SOUTH SIDES.  IT IS ABOUT 0.2
 MF1551'MILE WEST OF U.S. ALTERNATE 30 AND 150 FEET NORTHEAST OF THE
 MF1551'INTERSECTION OF BROWN AVENUE AND NORTH THIRD STREET.
 MF1551
 MF1551                          STATION RECOVERY (1995)
 MF1551
 MF1551'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1551'MARK NOT FOUND.
 MF1551
 MF1551                          STATION RECOVERY (2002)
 MF1551
 MF1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1551
 MF1551                          STATION RECOVERY (2003)
 MF1551
 MF1551'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1551'THE DESCRIBED TANK WAS REPLACED IN 1987. THE REPLACEMENT IS IN THE
 MF1551'SAME APPROXIMATE LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0684 ***********************************************************************
 KB0684  DESIGNATION -  ASSUMPTION
 KB0684  PID         -  KB0684
 KB0684  STATE/COUNTY-  IL/CHRISTIAN
 KB0684  USGS QUAD   -  ASSUMPTION (1982)
 KB0684
 KB0684                         *CURRENT SURVEY CONTROL
 KB0684  ___________________________________________________________________
 KB0684* NAD 83(1997)-  39 31 12.72890(N)    089 02 56.47672(W)     ADJUSTED  
 KB0684* NAVD 88     -       196.394  (meters)     644.34   (feet)  ADJUSTED  
 KB0684  ___________________________________________________________________
 KB0684  X           -      81,771.590 (meters)                     COMP
 KB0684  Y           -  -4,926,226.866 (meters)                     COMP
 KB0684  Z           -   4,037,138.460 (meters)                     COMP
 KB0684  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KB0684  ELLIP HEIGHT-         164.14  (meters)          (10/15/04) GPS OBS
 KB0684  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB0684  DYNAMIC HT  -         196.282 (meters)     643.97  (feet)  COMP
 KB0684  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 KB0684
 KB0684  HORZ ORDER  -  B
 KB0684  VERT ORDER  -  FIRST     CLASS I
 KB0684  ELLP ORDER  -  FOURTH    CLASS II
 KB0684
 KB0684.The horizontal coordinates were established by GPS observations
 KB0684.and adjusted by the National Geodetic Survey in July 1998..
 KB0684
 KB0684.The orthometric height was determined by differential leveling
 KB0684.and adjusted by the National Geodetic Survey in June 1991..
 KB0684
 KB0684.Photographs are available for this station.
 KB0684
 KB0684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0684
 KB0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0684
 KB0684.The ellipsoidal height was determined by GPS observations
 KB0684.and is referenced to NAD 83.
 KB0684
 KB0684.The geoid height was determined by GEOID03.
 KB0684
 KB0684.The dynamic height is computed by dividing the NAVD 88
 KB0684.geopotential number by the normal gravity value computed on the
 KB0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0684.degrees latitude (g = 980.6199 gals.).
 KB0684
 KB0684.The modeled gravity was interpolated from observed gravity values.
 KB0684
 KB0684;                    North         East     Units Scale Factor Converg.
 KB0684;SPC IL W     -   317,315.487   796,100.182   MT  1.00005484   +0 42 40.6
 KB0684;SPC IL W     - 1,041,059.23  2,611,872.01   sFT  1.00005484   +0 42 40.6
 KB0684;SPC IL E     -   316,974.300   238,460.286   MT  1.00002161   -0 27 19.6
 KB0684;SPC IL E     - 1,039,939.85    782,348.45   sFT  1.00002161   -0 27 19.6
 KB0684;UTM  16      - 4,376,511.174   323,870.961   MT  0.99998195   -1 18 15.2
 KB0684
 KB0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0684!SPC IL W     -   0.99997425  x   1.00005484  =   1.00002909
 KB0684!SPC IL E     -   0.99997425  x   1.00002161  =   0.99999586
 KB0684!UTM  16      -   0.99997425  x   0.99998195  =   0.99995620
 KB0684
 KB0684:                Primary Azimuth Mark                     Grid Az
 KB0684:SPC IL W     -  ASSUMPTION 1920 TP 1976                  010 03 11.4
 KB0684:SPC IL E     -  ASSUMPTION 1920 TP 1976                  011 13 11.6
 KB0684:UTM  16      -  ASSUMPTION 1920 TP 1976                  012 04 07.2
 KB0684
 KB0684|---------------------------------------------------------------------|
 KB0684| PID    Reference Object                     Distance      Geod. Az  |
 KB0684|                                                           dddmmss.s |
 KB0684| KB1363 ASSUMPTION 1920 TP 1976             APPROX. 0.5 KM 0104552.0 |
 KB0684| KB0685 ASSUMPTION RM 2                       7.062 METERS 01146     |
 KB0684| KB1368 ASSUMPTION AZ A PT 1976             489.179 METERS 0994731.9 |
 KB0684| KB1367 ASSUMPTION AZ MK                    483.552 METERS 1001426.0 |
 KB0684| KB1362 ASSUMPTION A PT 1976                  9.725 METERS 24325     |
 KB0684| KB1361 ASSUMPTION MUN TANK                 145.637 METERS 24653     |
 KB0684| CI6654 ASSUMPTION RM                        21.330 METERS 26717     |
 KB0684| KB0686 ASSUMPTION RM 3                      26.388 METERS 27304     |
 KB0684|---------------------------------------------------------------------|
 KB0684
 KB0684                          SUPERSEDED SURVEY CONTROL
 KB0684
 KB0684  ELLIP H (07/17/98)  164.14   (m)                       GP(       ) 4 1
 KB0684  NAD 83(1986)-  39 31 12.73871(N)    089 02 56.46320(W) AD(       ) 2
 KB0684  NAD 27      -  39 31 12.59480(N)    089 02 56.15910(W) AD(       ) 2
 KB0684  NAVD 88 (07/17/98)  196.39   (m)          644.3    (f) LEVELING    3  
 KB0684  NGVD 29 (??/??/92)  196.484  (m)          644.63   (f) ADJ UNCH    1 1
 KB0684
 KB0684.Superseded values are not recommended for survey control.
 KB0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0684.See file dsdata.txt to determine how the superseded data were derived.
 KB0684
 KB0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2387176511(NAD 83)
 KB0684_MARKER: DS = TRIANGULATION STATION DISK
 KB0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0684_SP_SET: CONCRETE POST
 KB0684_STAMPING: ASSUMPTION 1920
 KB0684_MARK LOGO: CGS   
 KB0684_PROJECTION: FLUSH
 KB0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0684+STABILITY: SURFACE MOTION
 KB0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0684+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2003
 KB0684
 KB0684  HISTORY     - Date     Condition        Report By
 KB0684  HISTORY     - 1920     MONUMENTED       CGS
 KB0684  HISTORY     - 1970     GOOD             PAS
 KB0684  HISTORY     - 1971     GOOD             NGS
 KB0684  HISTORY     - 1971     GOOD             NGS
 KB0684  HISTORY     - 1972     GOOD             ILDT
 KB0684  HISTORY     - 1973     GOOD             ILDT
 KB0684  HISTORY     - 1976     GOOD             NGS
 KB0684  HISTORY     - 1976     GOOD             NGS
 KB0684  HISTORY     - 19901005 GOOD             NGS
 KB0684  HISTORY     - 19970326 GOOD             NGS
 KB0684  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0684  HISTORY     - 20021108 GOOD             ILDT
 KB0684  HISTORY     - 20030613 GOOD             WOOLPT
 KB0684
 KB0684                          STATION DESCRIPTION
 KB0684
 KB0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KB0684'STATION IS LOCATED AT ASSUMPTION, 80 YARDS S OF THE RAILROAD STATION,
 KB0684'ON THE E SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACK, 2 YARDS W
 KB0684'OF THE RAILROAD WATCHMANS SHELTER, 0.62 METER 2.03 FEET S OF THE S
 KB0684'AND NEAREST CURB, AND 3.76 METERS 12.34 FEET E OF THE E AND
 KB0684'NEAREST RAIL. THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE
 KB0684'STANDARD BRONZE DISKS SET IN CONCRETE.
 KB0684'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE
 KB0684'TRACK, NEAR THE VILLAGE LAWN FENCE, 21.33 METERS 69.98 FEET
 KB0684'FROM THE STATION, S 87 DEG 17 MIN W.  THE ELEVATION OF THE
 KB0684'STATION MARK IS 196.785 METERS 645.619 FEET AND OF THE REFERENCE MARK
 KB0684'197.033 METERS 646.432 FEET.
 KB0684
 KB0684                          STATION RECOVERY (1970)
 KB0684
 KB0684'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1970 (CM)
 KB0684'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION. THE
 KB0684'REFERENCE MARK WAS SEARCHED FOR, BUT COULD NOT BE FOUND. A
 KB0684'COMPLETE NEW DESCRIPTION IS AS FOLLOWS.
 KB0684'
 KB0684'THE STATION IS LOCATED AT ASSUMPTION. IT IS ABOUT 0.05 MILE SOUTH OF
 KB0684'THE ILLINOIS CENTRAL RAILROAD STATION, ABOUT 0.2 MILE SOUTH OF
 KB0684'MILEPOST 729, AT THE CROSSING OF WEST FIRST STREET, 37 FEET SOUTHEAST
 KB0684'OF THE CENTERLINE OF RAILROAD CROSSING AT WEST FIRST STREET,
 KB0684'21-1/2 FEET SOUTH OF SIGNAL IN THE CENTER OF WEST FIRST STREET, 12
 KB0684'FEET EAST OF THE EAST RAIL OF MAIN TRACK, 2 FEET SOUTH OF THE
 KB0684'SOUTH CURB LINE OF WEST FIRST STREET AND ABOUT 1 FOOT BELOW THE LEVEL
 KB0684'OF TRACK. A STANDARD U.S.C. AND G.S. DISK SET IN TOP OF CONCRETE
 KB0684'ABOUT 6 INCHES BELOW THE SURFACE.
 KB0684
 KB0684                          STATION RECOVERY (1971)
 KB0684
 KB0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KB0684'THE STATION MARK WAS FOUND IN GOOD CONDITION. THE REFERENCE MARK WAS
 KB0684'NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.  REFERENCE MARKS 2
 KB0684'AND 3 WERE SET. NO OBJECT VISIBLE FROM WHICH TO SET AN AZIMUTH MARK
 KB0684'FROM. A NEW DESCRIPTION FOLLOWS -
 KB0684'
 KB0684'STATION IS LOCATED AT ASSUMPTION, 37 FEET SOUTHEAST OF RAILROAD
 KB0684'CROSSING, 23 FEET SOUTH OF CROSSING LIGHT AND CENTERLINE
 KB0684'OF W 1ST SOUTH STREET, 12 FEET EAST OF THE EAST RAIL OF THE RAILROAD,
 KB0684'2 FEET SOUTH OF THE SOUTH CURB OF THE STREET, 99 FEET EAST OF
 KB0684'THE CENTERLINE OF CHESNUT STREET, 1 FOOT WEST OF A METAL WITNESS POST
 KB0684'AND 7 FEET NORTH OF RAILROAD SIGNAL BOX. THE MONUMENT IS 8 INCHES
 KB0684'UNDERGROUND AND THE DISK IS STAMPED ASSUMPTION 1920.
 KB0684'
 KB0684'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ASSUMPTION 1920 NO 2
 KB0684'1971, SET IN A DRILL HOLE IN THE EAST END OF DIAMOND SHAPED
 KB0684'CONCRETE RAILROAD CROSSING LIGHT BASE IN THE CENTER OF W 1ST SOUTH
 KB0684'ST., 13 FEET EAST OF THE EAST RAIL OF THE RAILROAD AND ABOUT 3
 KB0684'FEET ABOVE THE LEVEL OF THE STREET.
 KB0684'
 KB0684'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ASSUMPTION 1920 NO 3
 KB0684'1971, SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 KB0684'BASE OF PEDESTAL HOLDING OLD CANNON, 42 FEET WEST OF WEST RAIL OF
 KB0684'SIDETRACK, 12 FEET EAST OF THE EAST CURB OF CHESNUT ST. AND 14
 KB0684'FEET SOUTH OF THE SOUTH CURB OF W 1ST SOUTH ST.
 KB0684'
 KB0684'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT ASSUMPTION.
 KB0684'
 KB0684'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB0684
 KB0684                          STATION RECOVERY (1971)
 KB0684
 KB0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KB0684'AT ASSUMPTION.
 KB0684'THE MARK IS LOCATED NEAR THE CENTER OF ASSUMPTION, 37 FEET
 KB0684'SOUTHEAST OF A RAILROAD CROSSING, 23 FEET SOUTH OF CROSSING LIGHT
 KB0684'AND THE CENTERLINE OF W 1ST SOUTH ST., 12 FEET EAST OF THE EAST
 KB0684'RAIL OF MAIN TRACK, 2 FEET SOUTH OF THE SOUTH CURB OF W 1ST
 KB0684'SOUTH ST., 99 FEET EAST OF THE CENTERLINE OF CHESTNUT ST., 1
 KB0684'FOOT WEST OF A METAL WITNESS POST, 7 FEET NORTH OF RAILROAD
 KB0684'SIGNAL BOX, SET IN THE TOP OF A SQUARE CONCRETE POST 8 INCHES
 KB0684'UNDERGROUND.
 KB0684
 KB0684                          STATION RECOVERY (1972)
 KB0684
 KB0684'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 KB0684'ASSUMPTION 1920 RECOVERED GOOD.
 KB0684'
 KB0684'FOUND AS DESCRIBED.
 KB0684
 KB0684                          STATION RECOVERY (1973)
 KB0684
 KB0684'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 (LE)
 KB0684'ASSUMPTION 1920 RECOVERED GOOD.
 KB0684'
 KB0684'ASSUMPTION 1920 NO. 3 1971 - RECOVERED GOOD.
 KB0684'
 KB0684'ASSUMPTION 1920 NO. 2 1971 - RECOVERED GOOD.
 KB0684'
 KB0684'NO AZIMUTH.
 KB0684'
 KB0684'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ASSUMPTION.
 KB0684
 KB0684                          STATION RECOVERY (1976)
 KB0684
 KB0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB0684'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND
 KB0684'IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS TO REFERENCE MARK 3
 KB0684'CHECKED ADEQUATELY, DISTANCE WAS FOUND TO BE 0.032 METERS SMALLER,
 KB0684'THE HORIZONTAL DIRECTIONS TO REFERENCE MARK 2 WAS FOUND TO BE 1
 KB0684'MINUTE AND 46.1 SECONDS SMALLER, DISTANCE WAS FOUND TO BE 0.040
 KB0684'METERS SMALLER THAN THE 1971 OBSERVATIONS.  AN AZIMUTH MARK WAS
 KB0684'ESTABLISHED AT THIS DATE.
 KB0684'
 KB0684'THE TO REACH AND LOCATION FOR THE STATION AND REFERENCE MARKS ARE
 KB0684'COMPLETELY ADEQUATE TO THE 1971 DESCRIPTION.
 KB0684'
 KB0684'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON E 1ST SOUTH
 KB0684'STREET FOR 0.3 MILE TO THE MARK ON THE LEFT.
 KB0684'
 KB0684'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ASSUMPTION
 KB0684'1920 AZ 1976, IS CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF E
 KB0684'1ST SOUTH STREET.  IT IS 81 FEET EAST OF THE CENTER OF A DRIVEWAY
 KB0684'AND 13 FEET SOUTH OF A POWERLINE POLE.
 KB0684'
 KB0684'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ASSUMPTION.
 KB0684
 KB0684                          STATION RECOVERY (1976)
 KB0684
 KB0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0684'RECOVERED IN GOOD CONDITION.
 KB0684
 KB0684                          STATION RECOVERY (1990)
 KB0684
 KB0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KB0684'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 KB0684'SEARCHED FOR.  STATION IS LOCATED IN ASSUMPTION, AT EDGE OF A LAWN,
 KB0684'AT A SMALL GAZEBO, AT JUNCTION OF A TOWN STREET AND THE RAILROAD
 KB0684'TRACK, IN THE NORTHEAST 1/4 OF SECTION 2, T 12 N, R 11 E.
 KB0684'OWNERSHIP--ILLINOIS CENTRAL GULF RAILROAD.  NO PERMISSION ASKED FROM
 KB0684'TOWN OR RAILROAD.  WILL HAVE TO PARK PARTIALLY ON GRASS TO ALLOW
 KB0684'TRAFFIC TO PASS.
 KB0684'TO REACH FROM THE ASSUMPTION POST OFFICE ON THE WEST SIDE OF THE
 KB0684'RAILROAD TRACKS, GO SOUTH ON CHESTNUT STREET FOR 0.07 KM (0.04 MI) TO
 KB0684'A CROSS STREET.  TURN LEFT, EAST, ON 1ST SOUTH STREET FOR 0.04 KM
 KB0684'(0.02 MI) TO THE STATION ON THE RIGHT AFTER CROSSING THE TRACKS.
 KB0684'STATION MARK IS SET IN THE TOP OF A 20-CM ROUND POST 20 CM BELOW
 KB0684'GROUND.  IT IS 3.8 M (12.5 FT) SOUTH OF SOUTH RAIL OF MAIN TRACK, 7.2
 KB0684'M (23.6 FT) WEST OF THE STREET CENTER, 0.6 M (2.0 FT) SOUTHEAST OF A
 KB0684'METAL WITNESS POST,2.0 M EAST OF THE SOUTHEAST CORNER OF A RAILROAD
 KB0684'SIGNAL BOX, AND 15.7 M (51.5 FT) NORTH-NORTHEAST OF THE SIDE OF A
 KB0684'GAZEBO. NOTE--TALL TRIPOD TO CLEAR RAILROAD SIGNAL BOX.
 KB0684
 KB0684                          STATION RECOVERY (1997)
 KB0684
 KB0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB0684'THE STATION IS LOCATED IN THE CENTER OF ASSUMPTION AT THE EDGE OF A
 KB0684'CITY LAWN, AT A SMALL GAZEBO, AT THE INTERSECTION OF A CITY STREET AND
 KB0684'A RAILROAD TRACK.  TO REACH FROM THE POST OFFICE ON CHESTNUT STREET ON
 KB0684'THE WEST SIDE OF THE TRACKS, GO SOUTH ON CHESTNUT STREET FOR 0.04 MI
 KB0684'(0.06 KM) TO A CROSS STREET.  TURN LEFT, EAST ON 1ST SOUTH STREET FOR
 KB0684'0.02 MI (0.03 KM) TO THE STATION ON THE RIGHT AFTER CROSSING THE
 KB0684'TRACKS, 11.3 M (37.1 FT) SOUTHEAST OF THE CENTER OF THE CROSSING, 3.8
 KB0684'M (12.5 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK, 7.2 M (23.6 FT)
 KB0684'SOUTH OF THE CENTER OF THE STREET, 2.0 M (6.6 FT) NORTH OF THE
 KB0684'NORTHEAST CORNER OF A RAILROAD SIGNAL BOX, 15.7 M (51.5 FT)
 KB0684'WEST-NORTHWEST OF OF THE SIDE OF THE GAZEBO, AND 0.6 M (2.0 FT)
 KB0684'NORTHEAST OF A METAL WITNESS POST.  NOTE--FOR GPS OBSERVATIONS, A TALL
 KB0684'SETUP IS REQUIRED TO CLEAR THE RAILROAD SIGNAL BOX.
 KB0684
 KB0684                          STATION RECOVERY (2000)
 KB0684
 KB0684'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0684'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0684'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB0684' 
 KB0684'
 KB0684
 KB0684                          STATION RECOVERY (2002)
 KB0684
 KB0684'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (TA)
 KB0684'RECOVERED AS DESCRIBED
 KB0684' 
 KB0684'
 KB0684
 KB0684                          STATION RECOVERY (2003)
 KB0684
 KB0684'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 KB0684'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KB0684'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0160 ***********************************************************************
 JC0160  DESIGNATION -  ASSUMPTION
 JC0160  PID         -  JC0160
 JC0160  STATE/COUNTY-  IL/ST CLAIR
 JC0160  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0160
 JC0160                         *CURRENT SURVEY CONTROL
 JC0160  ___________________________________________________________________
 JC0160* NAD 83(1997)-  38 37 01.33011(N)    090 05 26.64219(W)     ADJUSTED  
 JC0160* NAVD 88     -       128.888  (meters)     422.86   (feet)  ADJUSTED  
 JC0160  ___________________________________________________________________
 JC0160  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 JC0160  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JC0160  DYNAMIC HT  -         128.806 (meters)     422.59  (feet)  COMP
 JC0160  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JC0160
 JC0160  HORZ ORDER  -  SECOND
 JC0160  VERT ORDER  -  SECOND    CLASS 0
 JC0160
 JC0160.The horizontal coordinates were established by classical geodetic methods
 JC0160.and adjusted by the National Geodetic Survey in October 1999..
 JC0160
 JC0160.The orthometric height was determined by differential leveling
 JC0160.and adjusted by the National Geodetic Survey in June 1991..
 JC0160
 JC0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0160
 JC0160.The geoid height was determined by GEOID03.
 JC0160
 JC0160.The dynamic height is computed by dividing the NAVD 88
 JC0160.geopotential number by the normal gravity value computed on the
 JC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0160.degrees latitude (g = 980.6199 gals.).
 JC0160
 JC0160.The modeled gravity was interpolated from observed gravity values.
 JC0160
 JC0160;                    North         East     Units Scale Factor Converg.
 JC0160;SPC IL W     -   216,460.999   706,612.701   MT  0.99994171   +0 02 50.6
 JC0160;SPC IL W     -   710,172.46  2,318,278.50   sFT  0.99994171   +0 02 50.6
 JC0160;UTM  15      - 4,278,295.471   753,295.081   MT  1.00039016   +1 49 00.0
 JC0160
 JC0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0160!SPC IL W     -   0.99998463  x   0.99994171  =   0.99992634
 JC0160!UTM  15      -   0.99998463  x   1.00039016  =   1.00037478
 JC0160
 JC0160:                Primary Azimuth Mark                     Grid Az
 JC0160:SPC IL W     -  WASHINGTON PARK ST MARTIN CH             011 17 47.6
 JC0160:UTM  15      -  WASHINGTON PARK ST MARTIN CH             009 31 38.2
 JC0160
 JC0160|---------------------------------------------------------------------|
 JC0160| PID    Reference Object                     Distance      Geod. Az  |
 JC0160|                                                           dddmmss.s |
 JC0160| JC1576 WASHINGTON PARK ST MARTIN CH        APPROX. 1.2 KM 0112038.2 |
 JC0160| JC1577 CASEYVILLE MOUND WATER TANK         APPROX. 5.9 KM 0443619.0 |
 JC0160| JC1579 WASHINGTON PARK RAD WEW MAST        APPROX. 1.3 KM 0743641.3 |
 JC0160| JC1581 FRENCH VILLAGE ST POL RAD MAST      APPROX. 4.5 KM 1224922.2 |
 JC0160| JC0159 ASSUMPTION RM 1                      18.510 METERS 17134     |
 JC0160| JC0161 ASSUMPTION RM 2                      17.256 METERS 28110     |
 JC0160| JC1582 WASHINGTON PARK WAYNE FEEDS TK      375.760 METERS 29747     |
 JC0160|---------------------------------------------------------------------|
 JC0160
 JC0160                          SUPERSEDED SURVEY CONTROL
 JC0160
 JC0160  NAD 83(1986)-  38 37 01.34661(N)    090 05 26.63387(W) AD(       ) 2
 JC0160  NAD 27      -  38 37 01.16065(N)    090 05 26.25573(W) AD(       ) 2
 JC0160  NGVD 29 (??/??/92)  129.005  (m)          423.24   (f) ADJ UNCH    2 0
 JC0160
 JC0160.Superseded values are not recommended for survey control.
 JC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0160.See file dsdata.txt to determine how the superseded data were derived.
 JC0160
 JC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5329578295(NAD 83)
 JC0160_MARKER: DE = TRAVERSE STATION DISK
 JC0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0160_STAMPING: ASSUMPTION 1961
 JC0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0160+STABILITY: SURFACE MOTION
 JC0160
 JC0160  HISTORY     - Date     Condition        Report By
 JC0160  HISTORY     - 1961     MONUMENTED       CGS
 JC0160  HISTORY     - 1961     GOOD             CGS
 JC0160  HISTORY     - 1965     GOOD             ILHD
 JC0160  HISTORY     - 1968     GOOD             ILHD
 JC0160
 JC0160                          STATION DESCRIPTION
 JC0160
 JC0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JC0160'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST-NORTHWEST OF
 JC0160'FRENCH VILLAGE, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION OF
 JC0160'U.S. HIGHWAY 50 AND STATE HIGHWAY 111 AND ALONG THE SIDE OF
 JC0160'THE ASSUMPTION SCHOOL GROUNDS WHICH IS IN THE EAST EDGE OF
 JC0160'EAST ST. LOUIS.
 JC0160'
 JC0160'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JC0160'AND STATE HIGHWAY 111 AT THE EAST EDGE OF EAST ST. LOUIS,
 JC0160'GO NORTH ON STATE HIGHWAY 111 FOR 0.1 MILE TO SCHOOL DRIVEWAY,
 JC0160'TURN RIGHT ON DRIVEWAY AND GO EAST ALONG THE NORTH SIDE OF THE
 JC0160'SCHOOL FOR 0.1 MILE TO THE STATION JUST EAST OF THE MOST EASTERLY
 JC0160'BUILDING OF SCHOOL.
 JC0160'
 JC0160'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12-INCH
 JC0160'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 JC0160'GROUND AND IS STAMPED ASSUMPTION 1961.  THE MARK IS 58 FEET
 JC0160'NORTHEAST OF THE SOUTHEAST CORNER OF SCHOOL BUILDING, 46 FEET
 JC0160'EAST OF THE NORTHEAST CORNER OF SCHOOL BUILDING, 21 FEET SOUTH
 JC0160'OF THE CENTER OF A GRAVELED DRIVEWAY, 20 FEET WEST OF THE
 JC0160'CENTER OF A GRAVELED DRIVEWAY AND 15 FEET SOUTHWEST OF THE
 JC0160'CORNER OF A HEDGE ROW.
 JC0160'
 JC0160'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 JC0160'12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JC0160'OF THE GROUND AND IS STAMPED ASSUMPTION NO 1 1961.  THE MARK
 JC0160'IS 72 FEET SOUTH OF THE CORNER OF A HEDGE ROW, 59.5 FEET
 JC0160'SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOL BUILDING AND 15 FEET
 JC0160'WEST OF THE CENTER OF A GRAVELED DRIVEWAY.
 JC0160'
 JC0160'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL
 JC0160'HOLE IN THE TOP OF A STAIRWELL HEADWALL LEADING TO A BASEMENT
 JC0160'AND IS STAMPED ASSUMPTION NO 2 1961.  THE MARK IS 14 FEET
 JC0160'SOUTH OF THE CENTER OF A DRIVEWAY, 11 FEET NORTHWEST OF THE
 JC0160'NORTHEAST CORNER OF SCHOOL BUILDING AND 6 FEET SOUTH OF THE
 JC0160'NORTH END OF STEPS LEADING TO BASEMENT.
 JC0160'
 JC0160'WASHINGTON PARK, ST. MARTINS CATHOLIC CHURCH SPIRE CAN BE
 JC0160'USED AS AZIMUTH.
 JC0160'
 JC0160'HEIGHT OF LIGHT ABOVE STATION MARK 21.92 METERS.
 JC0160
 JC0160                          STATION RECOVERY (1961)
 JC0160
 JC0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JC0160'1.7 MI S FROM WASHINGTON.
 JC0160'ABOUT 0.2 MILES WEST ALONG FOREST AVENUE FROM THE CITY HALL IN
 JC0160'WASHINGTON PARK, THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY 111
 JC0160'TO ASSUMPTION HIGH SCHOOL, THENCE 0.10 MILES EAST AND SOUTH
 JC0160'ALONG THE SCHOOL DRIVE, 46 FEET EAST-SOUTHEAST OF THE NORTHEAST
 JC0160'CORNER OF THE SCHOOL BUILDING, 28 FEET SOUTH OF THE CENTER LINE
 JC0160'OF THE SCHOOL DRIVE, 29 FEET WEST OF THE CENTER LINE OF THE
 JC0160'SCHOOL DRIVE, 57 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 JC0160'SCHOOL BUILDING, ABOUT LEVEL WITH THE DRIVE AND SET IN THE TOP
 JC0160'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JC0160
 JC0160                          STATION RECOVERY (1965)
 JC0160
 JC0160'RECOVERY NOTE BY IL HIGHWAY DEPT 1965
 JC0160'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 JC0160'
 JC0160'RM 1 APPEARS TO BE DESTROYED.  PIECES OF CONCRETE WERE FOUND.
 JC0160'RM 2 WAS FOUND TO BE IN GOOD CONDITION.
 JC0160'
 JC0160'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  IT IS STILL VISIBLE.
 JC0160
 JC0160                          STATION RECOVERY (1968)
 JC0160
 JC0160'RECOVERY NOTE BY IL HIGHWAY DEPT 1968 (DEW)
 JC0160'ASSUMPTION 1961, GOOD DESCRIPTION OK.
 JC0160'
 JC0160'ASSUMPTION NO 1 1961, GOOD DESCRIPTION OK.
 JC0160'
 JC0160'ASSUMPTION NO 2 1961, GOOD DESCRIPTION OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1367 ***********************************************************************
 KB1367  DESIGNATION -  ASSUMPTION AZ MK
 KB1367  PID         -  KB1367
 KB1367  STATE/COUNTY-  IL/CHRISTIAN
 KB1367  USGS QUAD   -  ASSUMPTION (1982)
 KB1367
 KB1367                         *CURRENT SURVEY CONTROL
 KB1367  ___________________________________________________________________
 KB1367* NAD 83(1997)-  39 31 09.94096(N)    089 02 36.55502(W)     ADJUSTED  
 KB1367* NAVD 88     -       194.6    (meters)     638.     (feet)  VERTCON   
 KB1367  ___________________________________________________________________
 KB1367  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 KB1367  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB1367
 KB1367  HORZ ORDER  -  SECOND
 KB1367
 KB1367.The horizontal coordinates were established by classical geodetic methods
 KB1367.and adjusted by the National Geodetic Survey in October 1999..
 KB1367
 KB1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1367
 KB1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1367
 KB1367.The geoid height was determined by GEOID03.
 KB1367
 KB1367;                    North         East     Units Scale Factor Converg.
 KB1367;SPC IL W     -   317,235.430   796,577.088   MT  1.00005597   +0 42 53.2
 KB1367;SPC IL W     - 1,040,796.57  2,613,436.66   sFT  1.00005597   +0 42 53.2
 KB1367;SPC IL E     -   316,884.552   238,935.446   MT  1.00002089   -0 27 06.9
 KB1367;SPC IL E     - 1,039,645.40    783,907.38   sFT  1.00002089   -0 27 06.9
 KB1367;UTM  16      - 4,376,414.401   324,344.721   MT  0.99997990   -1 18 02.5
 KB1367
 KB1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1367!SPC IL W     -   0.99997453  x   1.00005597  =   1.00003050
 KB1367!SPC IL E     -   0.99997453  x   1.00002089  =   0.99999542
 KB1367!UTM  16      -   0.99997453  x   0.99997990  =   0.99995443
 KB1367
 KB1367|---------------------------------------------------------------------|
 KB1367| PID    Reference Object                     Distance      Geod. Az  |
 KB1367|                                                           dddmmss.s |
 KB1367| KB1368 ASSUMPTION AZ A PT 1976               6.794 METERS 06557     |
 KB1367| KB0684 ASSUMPTION                          483.552 METERS 2801438.7 |
 KB1367|---------------------------------------------------------------------|
 KB1367
 KB1367                          SUPERSEDED SURVEY CONTROL
 KB1367
 KB1367  NAD 83(1986)-  39 31 09.95086(N)    089 02 36.54147(W) AD(       ) 2
 KB1367  NAD 27      -  39 31 09.80717(N)    089 02 36.23792(W) AD(       ) 2
 KB1367  NGVD 29 (07/19/86)  194.7    (m)          639.     (f) VERT ANG       
 KB1367
 KB1367.Superseded values are not recommended for survey control.
 KB1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1367.See file dsdata.txt to determine how the superseded data were derived.
 KB1367
 KB1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2434576414(NAD 83)
 KB1367_MARKER: DR = REFERENCE MARK DISK
 KB1367_SETTING: 0 = UNSPECIFIED SETTING
 KB1367
 KB1367  HISTORY     - Date     Condition        Report By
 KB1367  HISTORY     - 1976     MONUMENTED       NGS
 KB1367
 KB1367                          STATION DESCRIPTION
 KB1367
 KB1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1367'THE STATION IS LOCATED AT THE EAST END OF E 1ST SOUTH STREET,
 KB1367'ASSUMPTION, ILLINOIS.
 KB1367'
 KB1367'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED
 KB1367'ASSUMPTION 1920 AZ 1976, IS CEMENTED IN A DRILL HOLE IN THE
 KB1367'NORTH CURB OF E 1ST SOUTH STREET.  IT IS 81 FEET EAST OF THE
 KB1367'CENTER OF A DRIVEWAY AND 13 FEET SOUTH OF A POWERLINE POLE.
 KB1367'
 KB1367'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1367'STATION ASSUMPTION 1920.
 KB1367'
 KB1367'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KB1367'ASSUMPTION 1920, DISTANCE BEING 483.546 METERS, EAST OF THE
 KB1367'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1361 ***********************************************************************
 KB1361  DESIGNATION -  ASSUMPTION MUN TANK
 KB1361  PID         -  KB1361
 KB1361  STATE/COUNTY-  IL/CHRISTIAN
 KB1361  USGS QUAD   -  ASSUMPTION (1982)
 KB1361
 KB1361                         *CURRENT SURVEY CONTROL
 KB1361  ___________________________________________________________________
 KB1361* NAD 83(1997)-  39 31 10.87452(N)    089 03 02.08417(W)     ADJUSTED  
 KB1361* NAVD 88     -                                                        
 KB1361  ___________________________________________________________________
 KB1361  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 KB1361  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB1361
 KB1361  HORZ ORDER  -  THIRD
 KB1361
 KB1361.The horizontal coordinates were established by classical geodetic methods
 KB1361.and adjusted by the National Geodetic Survey in October 1999..
 KB1361
 KB1361
 KB1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1361
 KB1361.The geoid height was determined by GEOID03.
 KB1361
 KB1361;                    North         East     Units Scale Factor Converg.
 KB1361;SPC IL W     -   317,256.637   795,966.956   MT  1.00005453   +0 42 37.0
 KB1361;SPC IL W     - 1,040,866.15  2,611,434.92   sFT  1.00005453   +0 42 37.0
 KB1361;SPC IL E     -   316,918.177   238,325.893   MT  1.00002181   -0 27 23.1
 KB1361;SPC IL E     - 1,039,755.72    781,907.53   sFT  1.00002181   -0 27 23.1
 KB1361;UTM  16      - 4,376,457.050   323,735.757   MT  0.99998253   -1 18 18.7
 KB1361
 KB1361                          SUPERSEDED SURVEY CONTROL
 KB1361
 KB1361  NAD 83(1986)-  39 31 10.88574(N)    089 03 02.07007(W) AD(       ) 4
 KB1361  NAD 27      -  39 31 10.74072(N)    089 03 01.76725(W) AD(       ) 3
 KB1361
 KB1361.Superseded values are not recommended for survey control.
 KB1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1361.See file dsdata.txt to determine how the superseded data were derived.
 KB1361
 KB1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2373676457(NAD 83)
 KB1361_MARKER: 53 = ELEVATED TANK
 KB1361
 KB1361  HISTORY     - Date     Condition        Report By
 KB1361  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1361
 KB1361                          STATION DESCRIPTION
 KB1361
 KB1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1361'THE ASSUMPTION MUNICIPAL WATER TANK IS LOCATED IN THE CENTER
 KB1361'OF ASSUMPTION.  IT IS 120 FEET HIGH, SILVER IN COLOR, WITH
 KB1361'BLACK LETTERING ASSUMPTION ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0159 ***********************************************************************
 JC0159  DESIGNATION -  ASSUMPTION RM 1
 JC0159  PID         -  JC0159
 JC0159  STATE/COUNTY-  IL/ST CLAIR
 JC0159  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0159
 JC0159                         *CURRENT SURVEY CONTROL
 JC0159  ___________________________________________________________________
 JC0159* NAD 83(1986)-  38 37 01.     (N)    090 05 26.     (W)     SCALED    
 JC0159* NAVD 88     -       129.006  (meters)     423.25   (feet)  ADJUSTED  
 JC0159  ___________________________________________________________________
 JC0159  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JC0159  DYNAMIC HT  -         128.924 (meters)     422.98  (feet)  COMP
 JC0159  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JC0159
 JC0159  VERT ORDER  -  SECOND    CLASS 0
 JC0159
 JC0159.The horizontal coordinates were scaled from a topographic map and have
 JC0159.an estimated accuracy of +/- 6 seconds.
 JC0159
 JC0159.The orthometric height was determined by differential leveling
 JC0159.and adjusted by the National Geodetic Survey in June 1991..
 JC0159
 JC0159.The geoid height was determined by GEOID03.
 JC0159
 JC0159.The dynamic height is computed by dividing the NAVD 88
 JC0159.geopotential number by the normal gravity value computed on the
 JC0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0159.degrees latitude (g = 980.6199 gals.).
 JC0159
 JC0159.The modeled gravity was interpolated from observed gravity values.
 JC0159
 JC0159;                    North         East    Units  Estimated Accuracy
 JC0159;SPC IL W     -   216,450.      706,630.      MT  (+/- 180 meters Scaled)
 JC0159
 JC0159                          SUPERSEDED SURVEY CONTROL
 JC0159
 JC0159  NGVD 29 (??/??/92)  129.123  (m)          423.63   (f) ADJ UNCH    2 0
 JC0159
 JC0159.Superseded values are not recommended for survey control.
 JC0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0159.See file dsdata.txt to determine how the superseded data were derived.
 JC0159
 JC0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC533782(NAD 83)
 JC0159_MARKER: DR = REFERENCE MARK DISK
 JC0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0159_STAMPING: ASSUMPTION NO 1 1961
 JC0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0159+STABILITY: SURFACE MOTION
 JC0159
 JC0159  HISTORY     - Date     Condition        Report By
 JC0159  HISTORY     - 1961     MONUMENTED       CGS
 JC0159
 JC0159                          STATION DESCRIPTION
 JC0159
 JC0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0159'1.7 MI S FROM WASHINGTON PARK.
 JC0159'ABOUT 0.2 MILES WEST ALONG FOREST AVENUE FROM THE CITY HALL IN
 JC0159'WASHINGTON PARK, THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY 111
 JC0159'TO ASSUMPTION HIGH SCHOOL, THENCE 0.10 MILES EAST AND SOUTH
 JC0159'ALONG THE SCHOOL DRIVE, 59 FEET SOUTHEAST OF THE SOUTHEAST
 JC0159'CORNER OF THE SCHOOL BUILDING, 21 FEET WEST OF THE CENTER LINE
 JC0159'OF THE DRIVE, 89 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 60.7
 JC0159'FEET SOUTH-SOUTHEAST OF TRAVERSE STATION ASSUMPTION, ABOUT LEVEL
 JC0159'WITH THE DRIVE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JC0159'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0685 ***********************************************************************
 KB0685  DESIGNATION -  ASSUMPTION RM 2
 KB0685  PID         -  KB0685
 KB0685  STATE/COUNTY-  IL/CHRISTIAN
 KB0685  USGS QUAD   -  ASSUMPTION (1982)
 KB0685
 KB0685                         *CURRENT SURVEY CONTROL
 KB0685  ___________________________________________________________________
 KB0685* NAD 83(1986)-  39 31 12.     (N)    089 02 56.     (W)     SCALED    
 KB0685* NAVD 88     -       196.779  (meters)     645.60   (feet)  POSTED    
 KB0685  ___________________________________________________________________
 KB0685  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB0685  DYNAMIC HT  -         196.670 (meters)     645.24  (feet)  COMP
 KB0685  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 KB0685
 KB0685  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KB0685
 KB0685.The horizontal coordinates were scaled from a topographic map and have
 KB0685.an estimated accuracy of +/- 6 seconds.
 KB0685
 KB0685.The orthometric height was determined by differential leveling
 KB0685.and adjusted by the National Geodetic Survey in 1992..
 KB0685.No vertical observational check was made to the station.
 KB0685.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KB0685.was located on a no-check spur therefore a value was not computed.
 KB0685
 KB0685.The geoid height was determined by GEOID03.
 KB0685
 KB0685.The dynamic height is computed by dividing the NAVD 88
 KB0685.geopotential number by the normal gravity value computed on the
 KB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0685.degrees latitude (g = 980.6199 gals.).
 KB0685
 KB0685.The modeled gravity was interpolated from observed gravity values.
 KB0685
 KB0685;                    North         East    Units  Estimated Accuracy
 KB0685;SPC IL W     -   317,290.      796,110.      MT  (+/- 180 meters Scaled)
 KB0685
 KB0685                          SUPERSEDED SURVEY CONTROL
 KB0685
 KB0685  NGVD 29 (??/??/??)  197.64   (m)          648.4    (f) RESET       3  
 KB0685
 KB0685.Superseded values are not recommended for survey control.
 KB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0685.See file dsdata.txt to determine how the superseded data were derived.
 KB0685
 KB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ238764(NAD 83)
 KB0685_MARKER: DR = REFERENCE MARK DISK
 KB0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0685_SP_SET: CROSSING LIGHT BASE
 KB0685_STAMPING: ASSUMPTION 1920 NO 2 1971
 KB0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0685
 KB0685  HISTORY     - Date     Condition        Report By
 KB0685  HISTORY     - 1971     MONUMENTED       NGS
 KB0685  HISTORY     - 1976     GOOD             NGS
 KB0685
 KB0685                          STATION DESCRIPTION
 KB0685
 KB0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KB0685'AT ASSUMPTION.
 KB0685'LOCATED AT THE CENTER OF ASSUMPTION, ABOUT 100 FEET EAST OF THE
 KB0685'CENTERLINE OF CHESTNUT ST., SET IN A DRILL HOLE IN THE EAST END
 KB0685'OF THE DIAMOND SHAPED CONCRETE RAILROAD CROSSING LIGHT BASE IN
 KB0685'THE CENTER OF W 1ST SOUTH ST., 13 FEET EAST OF THE EAST RAIL OF
 KB0685'THE RAILROAD AND ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 KB0685
 KB0685                          STATION RECOVERY (1976)
 KB0685
 KB0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0161 ***********************************************************************
 JC0161  DESIGNATION -  ASSUMPTION RM 2
 JC0161  PID         -  JC0161
 JC0161  STATE/COUNTY-  IL/ST CLAIR
 JC0161  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0161
 JC0161                         *CURRENT SURVEY CONTROL
 JC0161  ___________________________________________________________________
 JC0161* NAD 83(1986)-  38 37 01.     (N)    090 05 26.     (W)     SCALED    
 JC0161* NAVD 88     -       128.971  (meters)     423.13   (feet)  ADJUSTED  
 JC0161  ___________________________________________________________________
 JC0161  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JC0161  DYNAMIC HT  -         128.889 (meters)     422.86  (feet)  COMP
 JC0161  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JC0161
 JC0161  VERT ORDER  -  SECOND    CLASS 0
 JC0161
 JC0161.The horizontal coordinates were scaled from a topographic map and have
 JC0161.an estimated accuracy of +/- 6 seconds.
 JC0161
 JC0161.The orthometric height was determined by differential leveling
 JC0161.and adjusted by the National Geodetic Survey in June 1991..
 JC0161
 JC0161.The geoid height was determined by GEOID03.
 JC0161
 JC0161.The dynamic height is computed by dividing the NAVD 88
 JC0161.geopotential number by the normal gravity value computed on the
 JC0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0161.degrees latitude (g = 980.6199 gals.).
 JC0161
 JC0161.The modeled gravity was interpolated from observed gravity values.
 JC0161
 JC0161;                    North         East    Units  Estimated Accuracy
 JC0161;SPC IL W     -   216,450.      706,630.      MT  (+/- 180 meters Scaled)
 JC0161
 JC0161                          SUPERSEDED SURVEY CONTROL
 JC0161
 JC0161  NGVD 29 (??/??/92)  129.088  (m)          423.52   (f) ADJ UNCH    2 0
 JC0161
 JC0161.Superseded values are not recommended for survey control.
 JC0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0161.See file dsdata.txt to determine how the superseded data were derived.
 JC0161
 JC0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC533782(NAD 83)
 JC0161_MARKER: DR = REFERENCE MARK DISK
 JC0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0161_SP_SET: BUILDING
 JC0161_STAMPING: ASSUMPTION NO 2 1961
 JC0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0161
 JC0161  HISTORY     - Date     Condition        Report By
 JC0161  HISTORY     - 1961     MONUMENTED       CGS
 JC0161
 JC0161                          STATION DESCRIPTION
 JC0161
 JC0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0161'1.7 MI S FROM WASHINGTON PARK.
 JC0161'ABOUT 0.2 MILES WEST ALONG FOREST AVENUE FROM THE CITY HALL IN
 JC0161'WASHINGTON PARK, THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY 111
 JC0161'TO ASSUMPTION HIGH SCHOOL, THENCE 0.10 MILES EAST AND SOUTH ALONG
 JC0161'THE SCHOOL DRIVE, SET IN THE TOP AND AT THE APPROXIMATE CENTER
 JC0161'OF THE EAST CONCRETE RETAINING WALL OF THE ENTRANCE TO THE
 JC0161'BASEMENT AT THE NORTH EAST CORNER OF THE SCHOOL BUILDING, 3.5
 JC0161'FEET EAST OF THE CENTER OF THE ENTRANCE, 11.5 FEET NORTHWEST
 JC0161'OF THE NORTHEAST CORNER OF THE BUILDING, 56.6 FEET WEST-NORTHWEST
 JC0161'OF TRAVERSE STATION ASSUMPTION, AND ABOUT LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0686 ***********************************************************************
 KB0686  DESIGNATION -  ASSUMPTION RM 3
 KB0686  PID         -  KB0686
 KB0686  STATE/COUNTY-  IL/CHRISTIAN
 KB0686  USGS QUAD   -  ASSUMPTION (1982)
 KB0686
 KB0686                         *CURRENT SURVEY CONTROL
 KB0686  ___________________________________________________________________
 KB0686* NAD 83(1986)-  39 31 12.     (N)    089 02 56.     (W)     SCALED    
 KB0686* NAVD 88     -       196.91   (meters)     646.0    (feet)  RESET     
 KB0686  ___________________________________________________________________
 KB0686  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB0686
 KB0686  VERT ORDER  -  THIRD
 KB0686
 KB0686.The horizontal coordinates were scaled from a topographic map and have
 KB0686.an estimated accuracy of +/- 6 seconds.
 KB0686
 KB0686.The orthometric height was computed from unverified reset data.
 KB0686.No vertical observational check was made to the station.
 KB0686
 KB0686.The geoid height was determined by GEOID03.
 KB0686
 KB0686;                    North         East    Units  Estimated Accuracy
 KB0686;SPC IL W     -   317,290.      796,110.      MT  (+/- 180 meters Scaled)
 KB0686
 KB0686                          SUPERSEDED SURVEY CONTROL
 KB0686
 KB0686  NGVD 29 (??/??/??)  197.00   (m)          646.3    (f) RESET       3  
 KB0686
 KB0686.Superseded values are not recommended for survey control.
 KB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0686.See file dsdata.txt to determine how the superseded data were derived.
 KB0686
 KB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ238764(NAD 83)
 KB0686_MARKER: DR = REFERENCE MARK DISK
 KB0686_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0686_SP_SET: PEDESTAL
 KB0686_STAMPING: ASSUMPTION 1920 NO 3 1971
 KB0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0686
 KB0686  HISTORY     - Date     Condition        Report By
 KB0686  HISTORY     - 1971     MONUMENTED       NGS
 KB0686  HISTORY     - 1976     GOOD             NGS
 KB0686
 KB0686                          STATION DESCRIPTION
 KB0686
 KB0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KB0686'AT ASSUMPTION.
 KB0686'LOCATED AT THE CENTER OF ASSUMPTION, A STANDARD DISK SET IN A
 KB0686'DRILL HOLE IN THE SOUTHEAST CORN OF THE CONCRETE BASE OF PEDESTAL
 KB0686'HOLDING OLD CANNON, 42 FEET WEST OF THE WEST RAIL OF SIDETRACK,
 KB0686'12 FEET EAST OF THE EAST CURB OF CHESTNUT ST, AND 14 FEET SOUTH
 KB0686'OF THE SOUTH CURB OF W 1ST SOUTH ST.
 KB0686
 KB0686                          STATION RECOVERY (1976)
 KB0686
 KB0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0741 ***********************************************************************
 LD0741  DESIGNATION -  ASTORIA
 LD0741  PID         -  LD0741
 LD0741  STATE/COUNTY-  IL/FULTON
 LD0741  USGS QUAD   -  RAY (1981)
 LD0741
 LD0741                         *CURRENT SURVEY CONTROL
 LD0741  ___________________________________________________________________
 LD0741* NAD 83(1997)-  40 13 28.04096(N)    090 23 03.95667(W)     ADJUSTED  
 LD0741* NAVD 88     -       212.5    (meters)     697.     (feet)  VERTCON   
 LD0741  ___________________________________________________________________
 LD0741  X           -     -32,721.101 (meters)                     COMP
 LD0741  Y           -  -4,876,677.375 (meters)                     COMP
 LD0741  Z           -   4,097,162.037 (meters)                     COMP
 LD0741  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LD0741  ELLIP HEIGHT-         179.44  (meters)          (10/21/99) GPS OBS
 LD0741  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0741
 LD0741  HORZ ORDER  -  FIRST
 LD0741  ELLP ORDER  -  FOURTH    CLASS I
 LD0741
 LD0741.The horizontal coordinates were established by classical geodetic methods
 LD0741.and adjusted by the National Geodetic Survey in October 1999..
 LD0741
 LD0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0741
 LD0741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0741
 LD0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0741
 LD0741.The ellipsoidal height was determined by GPS observations
 LD0741.and is referenced to NAD 83.
 LD0741
 LD0741.The geoid height was determined by GEOID03.
 LD0741
 LD0741;                    North         East     Units Scale Factor Converg.
 LD0741;SPC IL W     -   394,931.931   681,466.256   MT  0.99994540   -0 08 26.3
 LD0741;SPC IL W     - 1,295,705.84  2,235,777.21   sFT  0.99994540   -0 08 26.3
 LD0741;UTM  15      - 4,455,951.672   722,544.311   MT  1.00020971   +1 41 23.2
 LD0741
 LD0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0741!SPC IL W     -   0.99997185  x   0.99994540  =   0.99991725
 LD0741!UTM  15      -   0.99997185  x   1.00020971  =   1.00018156
 LD0741
 LD0741|---------------------------------------------------------------------|
 LD0741| PID    Reference Object                     Distance      Geod. Az  |
 LD0741|                                                           dddmmss.s |
 LD0741| CL8834 ASTORIA RM 1                         45.327 METERS 06700     |
 LD0741| CL8833 ASTORIA AZ MK                                      0674522.9 |
 LD0741| LD0749 RUSHVILLE SCHUYLER CO CTHSE         APPROX.19.2 KM 2325942.8 |
 LD0741| LD0748 RUSHVILLE MUNICIPAL STANDPIPE       APPROX.19.2 KM 2331606.8 |
 LD0741| CL8835 ASTORIA RM 2                         23.909 METERS 31422     |
 LD0741|---------------------------------------------------------------------|
 LD0741
 LD0741                          SUPERSEDED SURVEY CONTROL
 LD0741
 LD0741  NAD 83(1997)-  40 13 28.04296(N)    090 23 03.95926(W) AD(       ) 1
 LD0741  NAD 83(1986)-  40 13 28.05493(N)    090 23 03.95251(W) AD(       ) 1
 LD0741  NAD 27      -  40 13 27.89400(N)    090 23 03.50500(W) AD(       ) 1
 LD0741  NGVD 29 (06/25/91)  212.6    (m)          698.     (f) GPS OBS        
 LD0741
 LD0741.Superseded values are not recommended for survey control.
 LD0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0741.See file dsdata.txt to determine how the superseded data were derived.
 LD0741
 LD0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE2254455952(NAD 83)
 LD0741_MARKER: DS = TRIANGULATION STATION DISK
 LD0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0741_SP_SET: CONCRETE POST
 LD0741_STAMPING: ASTORIA 1934 1989
 LD0741_MARK LOGO: CGS   
 LD0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0741+STABILITY: SURFACE MOTION
 LD0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0741+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1990
 LD0741
 LD0741  HISTORY     - Date     Condition        Report By
 LD0741  HISTORY     - 1934     MONUMENTED       CGS
 LD0741  HISTORY     - 1934     GOOD             CGS
 LD0741  HISTORY     - 19901003 GOOD             NGS
 LD0741
 LD0741                          STATION DESCRIPTION
 LD0741
 LD0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0741'STATION IS IN THE N RIGHT-OF-WAY LINE OF U.S. HIGHWAY 24,
 LD0741'1-1/4 MILES W OF ASTORIA, 0.1 MILE NE OF CHICAGO, BURLINGTON AND
 LD0741'QUINCY RAILROAD OVERPASS, ON THE S EDGE OF A SMALL TRIANGULAR
 LD0741'PLOT OF GROUND, 31 FEET NNW OF THE CENTER LINE OF U.S. HIGHWAY
 LD0741'24, BESIDE A CONCRETE RIGHT-OF-WAY MARKER POST, AND PROJECTS
 LD0741'3 INCHES.
 LD0741'
 LD0741'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0741'BRONZE DISKS SET IN CONCRETE.
 LD0741'
 LD0741'REFERENCE MARK NO. 1 IS ENE OF THE STATION, IN THE N RIGHT-OF-WAY
 LD0741'LINE OF U.S. HIGHWAY 24, 15 FEET NW OF A CONCRETE CULVERT,
 LD0741'193.01 FEET E OF REFERENCE MARK NO. 2, AND PROJECTS 5 INCHES.
 LD0741'REFERENCE MARK NO. 2 IS NW OF THE STATION, IN A N-S FENCE AT
 LD0741'THE W EDGE OF THE TRIANGULAR PLOT, AND PROJECTS 6 INCHES.
 LD0741'
 LD0741'AZIMUTH MARK IS ENE OF THE STATION, 27 FEET N OF THE CENTER
 LD0741'LINE OF U.S. HIGHWAY 24, 25 FEET E OF THE PROJECTION OF THE
 LD0741'CENTER LINE OF A T-ROAD S, AND PROJECTS 6 INCHES.
 LD0741'
 LD0741'90-FOOT TOWER WILL CLEAR ALL LINES EXCEPT THAT TO MONCKTON,
 LD0741'WHICH WILL REQUIRE 103 FEET.
 LD0741
 LD0741                          STATION RECOVERY (1934)
 LD0741
 LD0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LD0741'RECOVERED IN GOOD CONDITION.
 LD0741
 LD0741                          STATION RECOVERY (1990)
 LD0741
 LD0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LD0741'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 LD0741'SEARCHED FOR.  STATION IS LOCATED ON SIDE OF SLOPE OF HIGHWAY GRADE
 LD0741'LEADING TO A RAILROAD OVERPASS, ON RIGHT-OF-WAY.  OWNERSHIP--STATE
 LD0741'DEPARTMENT OF TRANSPORTATION.
 LD0741'TO REACH FROM THE ASTORIA POST OFFICE ACROSS STREET FROM THE CITY
 LD0741'PARK, GO SOUTHWEST ON US HIGHWAY 24 FOR 1.93 KM (1.20 MI) TO GRAVEL
 LD0741'ROAD 0355 E ON THE RIGHT.  CONTINUE AHEAD FOR 0.15 KM (0.09 MI) TO
 LD0741'THE STATION ON THE RIGHT, JUST BEFORE REACHING A GRAVEL LANE ON THE
 LD0741'LEFT.
 LD0741'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST SET INTO
 LD0741'THE SIDE OF THE SLOPE, 9.4 M (30.8 FT) NORTHWEST OF, AND 1.5 M
 LD0741'(4.9 FT) LOWER THAN THE HIGHWAY CENTER, 5.9 M (19.4 FT) SOUTHEAST OF
 LD0741'A FIBERGLASS WITNESS POST IN FENCE LINE, 14.4 M (47.2 FT) SOUTH OF A
 LD0741'UTILITY POLE, 7.5 M (24.6 FT) EAST OF TELEPHONE PEDESTAL P59.5 LP2
 LD0741'T439, 30.2 M (99.1 FT) NORTHEAST OF A UTILITY GUY POLE, AND 45.0 M
 LD0741'(147.6 FT) NORTHEAST OF EXTENDED CENTER OF GRAVEL ROAD LEADING
 LD0741'SOUTHEAST.  NOTE--MARK IS 0.4 M (1.3 FT) BELOW GROUND ON ITS UPHILL
 LD0741'SIDE, FLUSH ON THE DOWNHILL SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0584 ***********************************************************************
 KC0584  DESIGNATION -  ATHEN
 KC0584  PID         -  KC0584
 KC0584  STATE/COUNTY-  IL/GREENE
 KC0584  USGS QUAD   -  ATHENSVILLE (1983)
 KC0584
 KC0584                         *CURRENT SURVEY CONTROL
 KC0584  ___________________________________________________________________
 KC0584* NAD 83(1997)-  39 27 18.69990(N)    090 09 59.14652(W)     ADJUSTED  
 KC0584* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 KC0584  ___________________________________________________________________
 KC0584  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 KC0584  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KC0584
 KC0584  HORZ ORDER  -  FIRST
 KC0584
 KC0584.The horizontal coordinates were established by classical geodetic methods
 KC0584.and adjusted by the National Geodetic Survey in October 1999..
 KC0584
 KC0584.The orthometric height was scaled from a topographic map.
 KC0584
 KC0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0584
 KC0584.The geoid height was determined by GEOID03.
 KC0584
 KC0584;                    North         East     Units Scale Factor Converg.
 KC0584;SPC IL W     -   309,501.917   700,020.404   MT  0.99994118   +0 00 00.5
 KC0584;SPC IL W     - 1,015,424.21  2,296,650.28   sFT  0.99994118   +0 00 00.5
 KC0584;UTM  15      - 4,371,124.762   743,803.260   MT  1.00033190   +1 48 05.6
 KC0584
 KC0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0584!SPC IL W     -   0.99997619  x   0.99994118  =   0.99991737
 KC0584!UTM  15      -   0.99997619  x   1.00033190  =   1.00030808
 KC0584
 KC0584:                Primary Azimuth Mark                     Grid Az
 KC0584:SPC IL W     -  FRANKLIN CATHOLIC CHURCH SPIRE           029 33 35.0
 KC0584:UTM  15      -  FRANKLIN CATHOLIC CHURCH SPIRE           027 45 29.9
 KC0584
 KC0584|---------------------------------------------------------------------|
 KC0584| PID    Reference Object                     Distance      Geod. Az  |
 KC0584|                                                           dddmmss.s |
 KC0584| KC0560 FRANKLIN CATHOLIC CHURCH SPIRE      APPROX.21.4 KM 0293335.5 |
 KC0584| KB1517 WAVERLY MUNICIPAL TANK              APPROX.23.9 KM 0500825.8 |
 KC0584| KC0582 GREENFIELD MUNICIPAL TANK           APPROX.13.0 KM 1965154.0 |
 KC0584| CL8839 ATHEN RM 1                           30.859 METERS 21224     |
 KC0584| KC0594 CARROLLTON GREENE CO CTHSE          APPROX.26.9 KM 2304725.3 |
 KC0584| KC0593 CARROLLTON MUNICIPAL TANK           APPROX.27.1 KM 2310013.9 |
 KC0584| KC0595 WHITE HALL SEWER PIPE CO STACK      APPROX.20.1 KM 2635036.8 |
 KC0584| KC0596 WHITE HALL TANK                     APPROX.20.0 KM 2650906.9 |
 KC0584| KC0571 MURRAYVILLE CATHOLIC CH SPIRE       APPROX.16.3 KM 3324214.2 |
 KC0584| CL8840 ATHEN RM 2                           30.955 METERS 33621     |
 KC0584| AF9253 ATHEN AZ MK                         APPROX. 0.5 KM 3563357.8 |
 KC0584|---------------------------------------------------------------------|
 KC0584
 KC0584                          SUPERSEDED SURVEY CONTROL
 KC0584
 KC0584  NAD 83(1986)-  39 27 18.70625(N)    090 09 59.13482(W) AD(       ) 1
 KC0584  NAD 27      -  39 27 18.53700(N)    090 09 58.71800(W) AD(       ) 1
 KC0584
 KC0584.Superseded values are not recommended for survey control.
 KC0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0584.See file dsdata.txt to determine how the superseded data were derived.
 KC0584
 KC0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD4380371125(NAD 83)
 KC0584_MARKER: DS = TRIANGULATION STATION DISK
 KC0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0584
 KC0584  HISTORY     - Date     Condition        Report By
 KC0584  HISTORY     - 1939     MONUMENTED       CGS
 KC0584
 KC0584                          STATION DESCRIPTION
 KC0584
 KC0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0584'THE STATION IS LOCATED 1-1/4 MILES EAST OF ATHENSVILLE, 3/4
 KC0584'MILE WEST OF THE GREENE-MACOUPIN COUNTY LINE, IN THE NW 1/4 SEC.
 KC0584'25, T 12 N, R 10 W, 60 FEET EAST OF THE PROLONGATION OF THE CENTER
 KC0584'LINE OF A NORTH-AND-SOUTH ROAD, 16 FEET SOUTH OF AN EAST-AND-WEST
 KC0584'FENCE LINE, AND 54 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 KC0584'A 15-FOOT SQUARE CONCRETE WATER TANK BY A WINDMILL.  THE MARK,
 KC0584'NOTES 1A AND 7A, PROJECTS 8 INCHES ABOVE THE GROUND AND IS
 KC0584'STAMPED ATHEN 1939.
 KC0584'
 KC0584'TO REACH THE STATION FROM THE GENERAL STORE IN ATHENSVILLE GO
 KC0584'SOUTH FOR 0.05 MILE TO A SIDE ROAD LEFT (EAST), GO EAST ON THIS
 KC0584'ROAD FOR 1.15 MILES TO A POINT WHERE THE ROAD TURNS NORTH, A
 KC0584'WINDMILL STRAIGHT AHEAD TO THE EAST, AND THE STATION.
 KC0584'
 KC0584'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0584'BRONZE DISKS IN CONCRETE.
 KC0584'
 KC0584'REFERENCE MARK NO. 1 IS 30.859 METERS, 101.25 FEET SOUTHWEST OF
 KC0584'THE STATION, IN A NORTH-AND-SOUTH FENCE LINE.  THE MARK, NOTE 11A,
 KC0584'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED ATHEN NO 1 1939.
 KC0584'REFERENCE MARK NO. 2 IS 30.955 METERS, 101.56 FEET,
 KC0584'NORTH-NORTHWEST OF THE STATION IN A NORTH-AND-SOUTH FENCE LINE,
 KC0584'18 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 17-1/2 FEET
 KC0584'SOUTH OF A 12-INCH ASH TREE.  THE MARK, NOTE 11A, PROJECTS 8
 KC0584'INCHES ABOVE THE GROUND AND IS STAMPED ATHEN NO 2 1939.
 KC0584'
 KC0584'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE NORTH-NORTHWEST OF THE
 KC0584'STATION, IN A NORTH-AND-SOUTH FENCE LINE, AND 15 FEET WEST OF THE
 KC0584'CENTER LINE OF THE ROAD.  THE MARK, NOTE 11A, PROJECTS 4 INCHES
 KC0584'ABOVE THE GROUND AND IS STAMPED ATHEN 1939.  TO REACH THE MARK
 KC0584'FROM THE STATION GO NORTH ON THE GRAVELED ROAD FOR 0.35 MILE TO
 KC0584'THE MARK ON THE LEFT (WEST) SIDE OF THE ROAD.
 KC0584'
 KC0584'ALL MARKS ARE WITNESSED BY 4 IN X 4 IN WHITE POSTS WHICH
 KC0584'PROJECT 2-1/2 FEET ABOVE THE GROUND.
 KC0584'
 KC0584'A 15-FOOT TOWER AT ATHEN WILL SEE A
 KC0584'90-FOOT TOWER AT APPLE (NO. 56- U.S.G.S.)
 KC0584'90-FOOT TOWER AT HEATON
 KC0584'90-FOOT TOWER AT LEEK 1934
 KC0584'90-FOOT TOWER AT SCOTT
 KC0584'
 KC0584'A 37-FOOT TOWER AT ATHEN WILL SEE A 103-FOOT TOWER AT RABE
 KC0584'90-FOOT TOWER AT HETTICK 1934
 KC0584'
 KC0584'A 50-FOOT TOWER AT ATHEN WILL SEE A 90-FOOT TOWER AT WALSH
 KC0584'
 KC0584'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9253 ***********************************************************************
 AF9253  CBN         -  This is a Cooperative Base Network Control Station.
 AF9253  DESIGNATION -  ATHEN AZ MK
 AF9253  PID         -  AF9253
 AF9253  STATE/COUNTY-  IL/GREENE
 AF9253  USGS QUAD   -  ATHENSVILLE (1983)
 AF9253
 AF9253                         *CURRENT SURVEY CONTROL
 AF9253  ___________________________________________________________________
 AF9253* NAD 83(1997)-  39 27 34.99141(N)    090 10 00.40763(W)     ADJUSTED  
 AF9253* NAVD 88     -       186.8    (meters)     613.     (feet)  GPS OBS   
 AF9253  ___________________________________________________________________
 AF9253  X           -     -14,353.913 (meters)                     COMP
 AF9253  Y           -  -4,931,147.766 (meters)                     COMP
 AF9253  Z           -   4,031,950.011 (meters)                     COMP
 AF9253  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AF9253  ELLIP HEIGHT-         154.62  (meters)          (10/15/04) GPS OBS
 AF9253  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 AF9253
 AF9253  HORZ ORDER  -  B
 AF9253  ELLP ORDER  -  FOURTH    CLASS II
 AF9253
 AF9253.The horizontal coordinates were established by GPS observations
 AF9253.and adjusted by the National Geodetic Survey in July 1998..
 AF9253
 AF9253.The orthometric height was determined by GPS observations and a
 AF9253.high-resolution geoid model.
 AF9253
 AF9253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9253
 AF9253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9253
 AF9253.The ellipsoidal height was determined by GPS observations
 AF9253.and is referenced to NAD 83.
 AF9253
 AF9253.The geoid height was determined by GEOID03.
 AF9253
 AF9253;                    North         East     Units Scale Factor Converg.
 AF9253;SPC IL W     -   310,004.318   699,990.256   MT  0.99994118   -0 00 00.3
 AF9253;SPC IL W     - 1,017,072.50  2,296,551.36   sFT  0.99994118   -0 00 00.3
 AF9253;UTM  15      - 4,371,626.164   743,757.315   MT  1.00033162   +1 48 05.4
 AF9253
 AF9253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9253!SPC IL W     -   0.99997574  x   0.99994118  =   0.99991692
 AF9253!UTM  15      -   0.99997574  x   1.00033162  =   1.00030735
 AF9253
 AF9253                          SUPERSEDED SURVEY CONTROL
 AF9253
 AF9253  ELLIP H (07/17/98)  154.68   (m)                       GP(       ) 4 1
 AF9253
 AF9253.Superseded values are not recommended for survey control.
 AF9253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9253.See file dsdata.txt to determine how the superseded data were derived.
 AF9253
 AF9253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD4375771626(NAD 83)
 AF9253_MARKER: DZ = AZIMUTH MARK DISK
 AF9253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9253_STAMPING: ATHEN 1939
 AF9253_MARK LOGO: CGS   
 AF9253_PROJECTION: PROJECTING 2 CENTIMETERS
 AF9253_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9253+STABILITY: SURFACE MOTION
 AF9253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9253+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 AF9253
 AF9253  HISTORY     - Date     Condition        Report By
 AF9253  HISTORY     - 1939     MONUMENTED       CGS
 AF9253  HISTORY     - 19980709 GOOD             ILDT
 AF9253  HISTORY     - 20040119 GOOD             WOOLPT
 AF9253
 AF9253                          STATION DESCRIPTION
 AF9253
 AF9253'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 AF9253'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST-NORTHEAST OF
 AF9253'ATHENSVILLE, 3.6 MI (5.8 KM) WEST-SOUTHWEST OF SCOTTSVILLE.  TO REACH
 AF9253'FROM THE JUNCTION OF ATHENSVILLE ROAD, COUNTY ROAD 2375N, AND U.S.
 AF9253'HIGHWAY 67, PROCEED EAST AND THEN SOUTH ON ATHENSVILLE ROAD TO THE
 AF9253'SMALL TOWN OF ATHENSVILLE AND THE TOWN HALL AT THE INTERSECTION OF
 AF9253'ROADS 2350N AND 2310E, TURN LEFT, EAST ON ROAD 2350N FOR 1.15 MI (1.85
 AF9253'KM) TO WHERE THE ROAD TURNS NORTH, CONTINUE NORTH FOR 0.3 MI (0.5 KM)
 AF9253'TO THE STATION ON THE LEFT.  IT IS 5.8 M (19.0 FT) WEST OF THE CENTER
 AF9253'OF THE ROAD, 34.9 M (114.5 FT) SOUTH OF A UTILITY POLE, 47.6 M (156.2
 AF9253'FT) NORTH OF A UTILITY POLE, 16.5 M (54.1 FT) WEST OF THE SOUTH POST
 AF9253'OF A METAL GATE ACROSS THE ROAD, 1.9 M (6.2 FT) EAST OF A FENCE, 0.3 M
 AF9253'(1.0 FT) EAST OF BOTH A METAL AND A FIBERGLASS WITNESS POST.  THE
 AF9253'STATION IS ABOUT 0.5 M (1.6 FT) HIGHER THAN THE ROAD AND PROJECTS
 AF9253'ABOUT 10 CM.
 AF9253
 AF9253                          STATION RECOVERY (1998)
 AF9253
 AF9253'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (JK)
 AF9253'RECOVERED AS DESCRIBED
 AF9253'
 AF9253
 AF9253                          STATION RECOVERY (2004)
 AF9253
 AF9253'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 AF9253'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOODCONDITION.
 AF9253' 
 AF9253'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1494 ***********************************************************************
 KB1494  DESIGNATION -  ATHENS MUNICIPAL TANK
 KB1494  PID         -  KB1494
 KB1494  STATE/COUNTY-  IL/MENARD
 KB1494  USGS QUAD   -  ATHENS (1976)
 KB1494
 KB1494                         *CURRENT SURVEY CONTROL
 KB1494  ___________________________________________________________________
 KB1494* NAD 83(1997)-  39 57 47.06182(N)    089 43 43.80930(W)     ADJUSTED  
 KB1494* NAVD 88     -                                                        
 KB1494  ___________________________________________________________________
 KB1494  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KB1494  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KB1494
 KB1494  HORZ ORDER  -  THIRD
 KB1494
 KB1494.The horizontal coordinates were established by classical geodetic methods
 KB1494.and adjusted by the National Geodetic Survey in October 1999..
 KB1494
 KB1494
 KB1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1494
 KB1494.The geoid height was determined by GEOID03.
 KB1494
 KB1494;                    North         East     Units Scale Factor Converg.
 KB1494;SPC IL W     -   365,979.644   737,406.053   MT  0.99995840   +0 16 52.4
 KB1494;SPC IL W     - 1,200,718.22  2,419,306.36   sFT  0.99995840   +0 16 52.4
 KB1494;UTM  16      - 4,427,225.078   266,926.369   MT  1.00026881   -1 45 12.6
 KB1494
 KB1494                          SUPERSEDED SURVEY CONTROL
 KB1494
 KB1494  NAD 83(1986)-  39 57 47.07108(N)    089 43 43.79900(W) AD(       ) 4
 KB1494  NAD 27      -  39 57 46.89400(N)    089 43 43.41900(W) AD(       ) 3
 KB1494
 KB1494.Superseded values are not recommended for survey control.
 KB1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1494.See file dsdata.txt to determine how the superseded data were derived.
 KB1494
 KB1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK6692627225(NAD 83)
 KB1494_MARKER: 53 = ELEVATED TANK
 KB1494
 KB1494  HISTORY     - Date     Condition        Report By
 KB1494  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1494
 KB1494                          STATION DESCRIPTION
 KB1494
 KB1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 KB1494'THE STATION IS THE CENTER OF THE BALL ATOP THE WATER TANK LOCATED IN
 KB1494'THE NORTHWEST SECTION OF THE TOWN OF ATHENS. THE TANK IS SUPPORTED
 KB1494'BY A 4-LEGGED STEEL STRUCTURE. THE TANK AND SUPPORTING STRUCTURE ARE
 KB1494'PAINTED SILVER. THE HEIGHT IS APPROXIMATELY 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0309 ***********************************************************************
 MG0309  DESIGNATION -  ATKINSON
 MG0309  PID         -  MG0309
 MG0309  STATE/COUNTY-  IL/HENRY
 MG0309  USGS QUAD   -  ATKINSON (1991)
 MG0309
 MG0309                         *CURRENT SURVEY CONTROL
 MG0309  ___________________________________________________________________
 MG0309* NAD 83(1997)-  41 23 26.98618(N)    090 01 14.76548(W)     ADJUSTED  
 MG0309* NAVD 88     -       232.953  (meters)     764.28   (feet)  ADJUSTED  
 MG0309  ___________________________________________________________________
 MG0309  X           -      -1,737.028 (meters)                     COMP
 MG0309  Y           -  -4,792,153.239 (meters)                     COMP
 MG0309  Z           -   4,195,215.939 (meters)                     COMP
 MG0309  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 MG0309  ELLIP HEIGHT-         199.99  (meters)          (12/06/04) GPS OBS
 MG0309  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0309  DYNAMIC HT  -         232.860 (meters)     763.97  (feet)  COMP
 MG0309  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 MG0309
 MG0309  HORZ ORDER  -  FIRST
 MG0309  VERT ORDER  -  SECOND    CLASS 0
 MG0309  ELLP ORDER  -  FOURTH    CLASS I
 MG0309
 MG0309.The horizontal coordinates were established by GPS observations
 MG0309.and adjusted by the National Geodetic Survey in September 1998..
 MG0309
 MG0309.The orthometric height was determined by differential leveling
 MG0309.and adjusted by the National Geodetic Survey in June 1991..
 MG0309
 MG0309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0309
 MG0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0309
 MG0309.The ellipsoidal height was determined by GPS observations
 MG0309.and is referenced to NAD 83.
 MG0309
 MG0309.The geoid height was determined by GEOID03.
 MG0309
 MG0309.The dynamic height is computed by dividing the NAVD 88
 MG0309.geopotential number by the normal gravity value computed on the
 MG0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0309.degrees latitude (g = 980.6199 gals.).
 MG0309
 MG0309.The modeled gravity was interpolated from observed gravity values.
 MG0309
 MG0309;                    North         East     Units Scale Factor Converg.
 MG0309;SPC IL W     -   524,437.865   712,201.684   MT  0.99994301   +0 05 47.3
 MG0309;SPC IL W     - 1,720,593.23  2,336,615.02   sFT  0.99994301   +0 05 47.3
 MG0309;UTM  15      - 4,586,428.213   749,086.377   MT  1.00036362   +1 58 15.1
 MG0309;UTM  16      - 4,586,548.564   247,440.461   MT  1.00038507   -1 59 54.1
 MG0309
 MG0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0309!SPC IL W     -   0.99996863  x   0.99994301  =   0.99991164
 MG0309!UTM  15      -   0.99996863  x   1.00036362  =   1.00033224
 MG0309!UTM  16      -   0.99996863  x   1.00038507  =   1.00035369
 MG0309
 MG0309:                Primary Azimuth Mark                     Grid Az
 MG0309:SPC IL W     -  ATKINSON ST ANTHONYS CATH CH             003 38 45.3
 MG0309:UTM  15      -  ATKINSON ST ANTHONYS CATH CH             001 46 17.5
 MG0309:UTM  16      -  ATKINSON ST ANTHONYS CATH CH             005 44 26.7
 MG0309
 MG0309|---------------------------------------------------------------------|
 MG0309| PID    Reference Object                     Distance      Geod. Az  |
 MG0309|                                                           dddmmss.s |
 MG0309| MG0682 ATKINSON ST ANTHONYS CATH CH        APPROX. 3.4 KM 0034432.6 |
 MG0309| MG0681 ATKINSON MUNICIPAL TANK             APPROX. 3.5 KM 0120018.0 |
 MG0309| CL8842 ATKINSON RM 1                        25.241 METERS 07537     |
 MG0309| MF1695 KEWANEE WALWORTH CO TANK            APPROX.17.9 KM 1515932.8 |
 MG0309| MF1697 KEWANEE WATER WORKS TANK            APPROX.17.8 KM 1533151.4 |
 MG0309| CL8843 ATKINSON RM 2 AZIMUTH                              17639     |
 MG0309| CL8841 ATKINSON AZ MK                                     1780340.8 |
 MG0309| MG0308 ATKINSON RM 3                        38.012 METERS 21549     |
 MG0309| MG0691 GENESEO MUNICIPAL TANK              APPROX.13.3 KM 3024305.2 |
 MG0309| MG0310 ATKINSON RM 4                        32.811 METERS 31814     |
 MG0309|---------------------------------------------------------------------|
 MG0309
 MG0309                          SUPERSEDED SURVEY CONTROL
 MG0309
 MG0309  ELLIP H (09/15/98)  200.02   (m)                       GP(       ) 3 1
 MG0309  NAD 83(1986)-  41 23 26.99241(N)    090 01 14.77678(W) AD(       ) 1
 MG0309  NAD 27      -  41 23 26.86100(N)    090 01 14.37000(W) AD(       ) 1
 MG0309  NAVD 88 (09/15/98)  232.95   (m)          764.3    (f) LEVELING    3  
 MG0309  NGVD 29 (??/??/92)  233.021  (m)          764.50   (f) ADJ UNCH    2 0
 MG0309
 MG0309.Superseded values are not recommended for survey control.
 MG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0309.See file dsdata.txt to determine how the superseded data were derived.
 MG0309
 MG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4908686428(NAD 83)
 MG0309_MARKER: DS = TRIANGULATION STATION DISK
 MG0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0309_STAMPING: ATKINSON 1930
 MG0309_PROJECTION: FLUSH
 MG0309_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MG0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0309+STABILITY: SURFACE MOTION
 MG0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0309+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0309
 MG0309  HISTORY     - Date     Condition        Report By
 MG0309  HISTORY     - 1930     MONUMENTED       CGS
 MG0309  HISTORY     - 1958     GOOD             CGS
 MG0309  HISTORY     - 1958     GOOD             CGS
 MG0309  HISTORY     - 1959     GOOD             NGS
 MG0309  HISTORY     - 19960809 GOOD             USPSQD
 MG0309  HISTORY     - 19960821 GOOD             SECI
 MG0309  HISTORY     - 20010919 GOOD             USPSQD
 MG0309  HISTORY     - 20040303 GOOD             USPSQD
 MG0309
 MG0309                          STATION DESCRIPTION
 MG0309
 MG0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0309'STATION IS ABOUT 2 MILES S OF THE TOWN OF ATKINSON, 1/4 MILE
 MG0309'N OF THE GROVE SCHOOLHOUSE ON THE W SIDE OF THE ROAD LEADING
 MG0309'S FROM ATKINSON AND ON THE S SIDE OF THE ROAD LEADING E AND W ON
 MG0309'THE N SIDE OF SECTION 10, ON THE E SIDE OF THE NW 1/4 OF SEC.
 MG0309'10, T 16 N, R 4 E, ON LAND OWNED BY PETER BERCAST.  THE STATION
 MG0309'IS ON THE HIGHEST GROUND IN NE CORNER OF A SMALL PASTURE LOT AT
 MG0309'THE JUNCTION OF TWO ROADS.  MARK IS 54 FEET W OF THE CENTER
 MG0309'LINE OF THE N AND S ROAD AND 110 FEET S OF THE CENTER LINE OF
 MG0309'THE N AND S ROAD.  THE MARK IS 1 FOOT BELOW THE SURFACE.
 MG0309'
 MG0309'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0309'DISKS SET IN CONCRETE.
 MG0309'
 MG0309'REFERENCE MARK NO. 1 IS ABOUT 50 FEET S OF THE ROAD INTERSECTION
 MG0309'ON THE FENCE LINE ON THE E SIDE OF THE ROAD.  REFERENCE MARK
 MG0309'NO. 2 IS ON FENCE LINE ON E SIDE OF THE N AND S ROAD AND IS ABOUT
 MG0309'15 FEET S OF THE SW CORNER OF THE GROVE SCHOOLHOUSE LOT.
 MG0309'IT IS ABOUT 1/4 MILE S OF THE ROAD INTERSECTION.
 MG0309'
 MG0309'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0309
 MG0309                          STATION RECOVERY (1958)
 MG0309
 MG0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HBW)
 MG0309'STATION WAS FOUND UNDISTURBED.  BOTH REFERENCE MARKS HAVE
 MG0309'APPARENTLY BEEN DESTROYED IN THE PROCESS OF IMPROVING THE N-S
 MG0309'ROAD ON THEY WERE SITUATED.
 MG0309
 MG0309                          STATION RECOVERY (1958)
 MG0309
 MG0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0309'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MG0309'CONDITION.  REFERENCE MARK NUMBER 1 AND 2 HAVE BOTH BEEN
 MG0309'DESTROYED BY HIGHWAY CONSTRUCTION.  REFERENCE MARKS 3 AND 4
 MG0309'AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.  DUE TO
 MG0309'SEVERAL CHANGES IN THE AREA A COMPLETE NEW DISCRIPTION FOLLOWS.
 MG0309'
 MG0309'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF ATKINSON AND
 MG0309'1/4 MILE NORTH OF THE GROVE SCHOOL HOUSE, ON THE PROPERTY
 MG0309'OF DR. RALPH TURNER OF ROCK ISLAND, ILL.
 MG0309'
 MG0309'TO REACH THE STATION FROM THE JUNCTION OF STATE STREET AND
 MG0309'HENRY STREET ON U.S. HIGHWAY 6 IN ATKINSON, GO SOUTH ON STATE
 MG0309'STREET FOR 1.95 MILES TO A SIDE ROAD RIGHT, (STATION IS IN THE
 MG0309'PASTURE SOUTH OF THE FENCE CORNER ON THE RIGHT) TURN RIGHT
 MG0309'FOR 0.05 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT FOR ABOUT
 MG0309'200 FEET TO A GATE ON THE LEFT AT THE CORNER OF A GARAGE, TURN
 MG0309'LEFT THROUGH GATE, CROSS OPEN PASTURE, FOR 0.05 MILE TO THE
 MG0309'FENCE LINE AND THE STATION.
 MG0309'
 MG0309'STATION MARK, A STANDARD DISK STAMPED ATKINSON 1930, IS SET IN
 MG0309'A 12 INCH SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW THE
 MG0309'SURFACE OF THE GROUND.  THE MARK IS 51 FEET WEST OF THE
 MG0309'APPROXIMATE CENTER OF THE BLACKTOP ROAD, 38 FEET SOUTH-SOUTHEAST
 MG0309'OF A POWER POLE, 5.6 FEET NORTHWEST OF A WITNESS POST AND
 MG0309'5.5 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE.
 MG0309'
 MG0309'REFERENCE MARK NUMBER 3, A STANDARD DISK STAMPED ATKINSON NO 3
 MG0309'1930, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 MG0309'WITH THE SURFACE OF THE GROUND.  THE MARK IS 79 FEET WEST OF
 MG0309'THE ROAD RIGHT-OF-WAY FENCE LINE, 12 FEET SOUTH OF A NORTHWEST
 MG0309'FENCE CORNER AND 1 FOOT EAST OF THE PASTURES WEST FENCE LINE.
 MG0309'
 MG0309'REFERENCE MARK NUMBER 4, A STANDARD DISK STAMPED ATKINSON NO
 MG0309'4 1930, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 MG0309'WITH THE SURFACE OF THE GROUND.  THE MARK IS 58 FEET WEST OF
 MG0309'THE NORTHEAST RIGHT-OF-WAY FENCE CORNER, 25 FEET SOUTH OF THE
 MG0309'APPROXIMATE CENTER OF THE GRAVEL ROAD, 13 FEET EAST OF A LARGE
 MG0309'HICKORY TREE AND 1 FOOT SOUTH OF A FENCE LINE.
 MG0309'
 MG0309'AZIMUTH MARK, A STANDARD DISK STAMPED ATKINSON 1930, IS SET IN A
 MG0309'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  THE MARK
 MG0309'IS 56 FEET EAST OF THE APPROXIMATE CENTER OF THE BLACKTOP
 MG0309'ROAD, 3 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A
 MG0309'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS
 MG0309'ABOUT 12 FEET HIGHER THAN THE ROAD.
 MG0309'
 MG0309'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MG0309'BLACKTOP ROAD FOR 0.6 MILE TO THE AZIMUTH ON THE LEFT ON TOP
 MG0309'OF THE CUT BANK.
 MG0309
 MG0309                          STATION RECOVERY (1959)
 MG0309
 MG0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MG0309'1.8 MI S FROM ATKINSON.
 MG0309'ABOUT 1.75 MILES SOUTH ALONG BLACKTOP ROAD FROM THE ATKINSON
 MG0309'HIGH SCHOOL AT ATKINSON, ABOUT 0.05 MILES SOUTH OF JUNCTION OF
 MG0309'GRAVEL ROAD EAST, AT THE JUNCTION OF GRAVEL ROAD WEST, 51 FEET
 MG0309'WEST OF THE CENTER LINE OF THE ROAD, 110 FEET SOUTH OF THE
 MG0309'CENTER LINE OF THE ROAD WEST, 85.4 FEET SOUTH OF FENCE CORNER,
 MG0309'6 FEET WEST OF FENCE LINE, 5.4 FEET NORTH-NORTHWEST OF A METAL
 MG0309'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN
 MG0309'THE TOP OF A CONCRETE POST 14 INCHES UNDERGROUND.
 MG0309
 MG0309                          STATION RECOVERY (1996)
 MG0309
 MG0309'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0309'RECOVERED IN GOOD CONDITION.
 MG0309
 MG0309                          STATION RECOVERY (1996)
 MG0309
 MG0309'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MG0309'RECOVERED AS DESCRIBED EXCEPT THAT THERE IS A HOUSE TO THE WEST OF THE
 MG0309'STATION, AND THE FENCE IS NO LNGER THERE.  THE STATION IS LOCATED 38.6
 MG0309'FT (11.8 M) SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 20 FT (6.1
 MG0309'M) SOUTHWEST OF A GAS RISER, 9.3 FT (2.8 M) NORTHWEST OF A WITNESS
 MG0309'POST, AND 91 FT (27.7 M) NORTHWEST OF A FFENCE CORNER THAT RUNS SOUTH
 MG0309'AND WEST.
 MG0309
 MG0309                          STATION RECOVERY (2001)
 MG0309
 MG0309'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0309'AZIMUTH MARK NOT FOUND
 MG0309
 MG0309                          STATION RECOVERY (2004)
 MG0309
 MG0309'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0681 ***********************************************************************
 MG0681  DESIGNATION -  ATKINSON MUNICIPAL TANK
 MG0681  PID         -  MG0681
 MG0681  STATE/COUNTY-  IL/HENRY
 MG0681  USGS QUAD   -  ATKINSON (1991)
 MG0681
 MG0681                         *CURRENT SURVEY CONTROL
 MG0681  ___________________________________________________________________
 MG0681* NAD 83(1997)-  41 25 16.68279(N)    090 00 43.77475(W)     ADJUSTED  
 MG0681* NAVD 88     -                                                        
 MG0681  ___________________________________________________________________
 MG0681  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MG0681  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0681
 MG0681  HORZ ORDER  -  THIRD
 MG0681
 MG0681.The horizontal coordinates were established by classical geodetic methods
 MG0681.and adjusted by the National Geodetic Survey in October 1999..
 MG0681
 MG0681
 MG0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0681
 MG0681.The geoid height was determined by GEOID03.
 MG0681
 MG0681;                    North         East     Units Scale Factor Converg.
 MG0681;SPC IL W     -   527,823.110   712,915.592   MT  0.99994323   +0 06 08.0
 MG0681;SPC IL W     - 1,731,699.65  2,338,957.24   sFT  0.99994323   +0 06 08.0
 MG0681;UTM  15      - 4,589,836.442   749,689.398   MT  1.00036732   +1 58 39.9
 MG0681;UTM  16      - 4,589,906.916   248,278.039   MT  1.00037987   -1 59 37.9
 MG0681
 MG0681                          SUPERSEDED SURVEY CONTROL
 MG0681
 MG0681  NAD 83(1997)-  41 25 16.68300(N)    090 00 43.77498(W) AD(       ) 4
 MG0681  NAD 83(1986)-  41 25 16.68888(N)    090 00 43.78647(W) AD(       ) 4
 MG0681  NAD 27      -  41 25 16.56800(N)    090 00 43.38800(W) AD(       ) 3
 MG0681
 MG0681.Superseded values are not recommended for survey control.
 MG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0681.See file dsdata.txt to determine how the superseded data were derived.
 MG0681
 MG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4968989836(NAD 83)
 MG0681_MARKER: 53 = ELEVATED TANK
 MG0681
 MG0681  HISTORY     - Date     Condition        Report By
 MG0681  HISTORY     - 1935     FIRST OBSERVED   CGS
 MG0681  HISTORY     - 1958     GOOD             CGS
 MG0681  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 MG0681  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MG0681  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MG0681
 MG0681                          STATION DESCRIPTION
 MG0681
 MG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MG0681'THIS STATION IS THE TALL SQUAT BLACK MUNICIPAL TANK IN THE
 MG0681'VILLAGE OF ATKINSON, ILLINOIS.  IT IS LOCATED ABOUT 40 FEET
 MG0681'WEST OF THE CENTERLINE OF WHEELER STREET, AND ABOUT 130 FEET
 MG0681'NORTH OF THE CENTERLINE OF EXCHANGE STREET, IN THE NE 1/4
 MG0681'SEC. 34 T 17 N R 4 E.  THE TANK WAS ERECTED IN 1910 AND IS
 MG0681'QUITE PROMINENT.
 MG0681'
 MG0681'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 MG0681'OVAL SECTION EXTENDS DOWNWARD ABOUT 6 FEET.  THE VERTICAL
 MG0681'SECTION IS ABOUT 25 FEET HIGH AND HAS A CATWALK AND RAIL
 MG0681'AROUND ITS BASE.  THE FLAT CONICAL ROOF HAS A BALL AT ITS
 MG0681'APEX.  THE TOTAL HEIGHT IS ABOUT 150 FEET.
 MG0681
 MG0681                          STATION RECOVERY (1958)
 MG0681
 MG0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0681'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MG0681'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 MG0681'
 MG0681'THIS IS AN INTERSECTION STATION.
 MG0681
 MG0681                          STATION RECOVERY (1996)
 MG0681
 MG0681'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0681'MARK NOT FOUND.
 MG0681
 MG0681                          STATION RECOVERY (2001)
 MG0681
 MG0681'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0681'DESCRIBED TANK REPLACED AT SAME LOCATION
 MG0681
 MG0681                          STATION RECOVERY (2004)
 MG0681
 MG0681'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0681'DESCRIBED TANK REPLACED. SAME LAT AND LONG
 MG0681' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0308 ***********************************************************************
 MG0308  DESIGNATION -  ATKINSON RM 3
 MG0308  PID         -  MG0308
 MG0308  STATE/COUNTY-  IL/HENRY
 MG0308  USGS QUAD   -  ATKINSON (1991)
 MG0308
 MG0308                         *CURRENT SURVEY CONTROL
 MG0308  ___________________________________________________________________
 MG0308* NAD 83(1986)-  41 23 26.     (N)    090 01 14.     (W)     SCALED    
 MG0308* NAVD 88     -       232.639  (meters)     763.25   (feet)  ADJUSTED  
 MG0308  ___________________________________________________________________
 MG0308  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0308  DYNAMIC HT  -         232.547 (meters)     762.95  (feet)  COMP
 MG0308  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 MG0308
 MG0308  VERT ORDER  -  SECOND    CLASS 0
 MG0308
 MG0308.The horizontal coordinates were scaled from a topographic map and have
 MG0308.an estimated accuracy of +/- 6 seconds.
 MG0308
 MG0308.The orthometric height was determined by differential leveling
 MG0308.and adjusted by the National Geodetic Survey in June 1991..
 MG0308
 MG0308.The geoid height was determined by GEOID03.
 MG0308
 MG0308.The dynamic height is computed by dividing the NAVD 88
 MG0308.geopotential number by the normal gravity value computed on the
 MG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0308.degrees latitude (g = 980.6199 gals.).
 MG0308
 MG0308.The modeled gravity was interpolated from observed gravity values.
 MG0308
 MG0308;                    North         East    Units  Estimated Accuracy
 MG0308;SPC IL W     -   524,410.      712,220.      MT  (+/- 180 meters Scaled)
 MG0308
 MG0308                          SUPERSEDED SURVEY CONTROL
 MG0308
 MG0308  NGVD 29 (??/??/92)  232.708  (m)          763.48   (f) ADJ UNCH    2 0
 MG0308
 MG0308.Superseded values are not recommended for survey control.
 MG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0308.See file dsdata.txt to determine how the superseded data were derived.
 MG0308
 MG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF491863(NAD 83)
 MG0308_MARKER: DR = REFERENCE MARK DISK
 MG0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0308_STAMPING: ATKINSON NO 3 1930
 MG0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0308+STABILITY: SURFACE MOTION
 MG0308
 MG0308  HISTORY     - Date     Condition        Report By
 MG0308  HISTORY     - 1958     MONUMENTED       CGS
 MG0308  HISTORY     - 1959     GOOD             NGS
 MG0308  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 MG0308  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MG0308  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MG0308
 MG0308                          STATION DESCRIPTION
 MG0308
 MG0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0308'1.8 MI S FROM ATKINSON.
 MG0308'ABOUT 1.75 MILES SOUTH ALONG BLACKTOP ROAD FROM THE ATKINSON
 MG0308'HIGH SCHOOL AT ATKINSON, ABOUT 0.05 MILES SOUTH OF THE JUNCTION OF
 MG0308'GRAVEL ROAD EAST, AT THE JUNCTION OF GRAVEL ROAD WEST, 123.5 FEET
 MG0308'WEST OF THE CENTER LINE OF THE ROAD, 209 FEET SOUTH OF THE CENTER
 MG0308'LINE OF THE ROAD WEST, 12.2 FEET SOUTH OF FENCE CORNER, 1 1/2 FEET
 MG0308'EAST OF FENCE LINE, 79 FEET WEST OF FENCE LINE, 124.7 FEET
 MG0308'SOUTH-SOUTHWEST OF TRIANGULATION STATION ATKINSON, 123 FEET
 MG0308'SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 MG0308'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MG0308'1 INCH.
 MG0308
 MG0308                          STATION RECOVERY (1996)
 MG0308
 MG0308'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0308'MARK NOT FOUND.
 MG0308
 MG0308                          STATION RECOVERY (2001)
 MG0308
 MG0308'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0308'MARK NOT FOUND.
 MG0308
 MG0308                          STATION RECOVERY (2004)
 MG0308
 MG0308'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0310 ***********************************************************************
 MG0310  DESIGNATION -  ATKINSON RM 4
 MG0310  PID         -  MG0310
 MG0310  STATE/COUNTY-  IL/HENRY
 MG0310  USGS QUAD   -  ATKINSON (1991)
 MG0310
 MG0310                         *CURRENT SURVEY CONTROL
 MG0310  ___________________________________________________________________
 MG0310* NAD 83(1986)-  41 23 26.     (N)    090 01 14.     (W)     SCALED    
 MG0310* NAVD 88     -       232.344  (meters)     762.28   (feet)  ADJUSTED  
 MG0310  ___________________________________________________________________
 MG0310  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0310  DYNAMIC HT  -         232.251 (meters)     761.98  (feet)  COMP
 MG0310  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 MG0310
 MG0310  VERT ORDER  -  SECOND    CLASS 0
 MG0310
 MG0310.The horizontal coordinates were scaled from a topographic map and have
 MG0310.an estimated accuracy of +/- 6 seconds.
 MG0310
 MG0310.The orthometric height was determined by differential leveling
 MG0310.and adjusted by the National Geodetic Survey in June 1991..
 MG0310
 MG0310.The geoid height was determined by GEOID03.
 MG0310
 MG0310.The dynamic height is computed by dividing the NAVD 88
 MG0310.geopotential number by the normal gravity value computed on the
 MG0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0310.degrees latitude (g = 980.6199 gals.).
 MG0310
 MG0310.The modeled gravity was interpolated from observed gravity values.
 MG0310
 MG0310;                    North         East    Units  Estimated Accuracy
 MG0310;SPC IL W     -   524,410.      712,220.      MT  (+/- 180 meters Scaled)
 MG0310
 MG0310                          SUPERSEDED SURVEY CONTROL
 MG0310
 MG0310  NGVD 29 (??/??/92)  232.412  (m)          762.50   (f) ADJ UNCH    2 0
 MG0310
 MG0310.Superseded values are not recommended for survey control.
 MG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0310.See file dsdata.txt to determine how the superseded data were derived.
 MG0310
 MG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF491863(NAD 83)
 MG0310_MARKER: DR = REFERENCE MARK DISK
 MG0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0310_STAMPING: ATKINSON NO 4 1930
 MG0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0310+STABILITY: SURFACE MOTION
 MG0310
 MG0310  HISTORY     - Date     Condition        Report By
 MG0310  HISTORY     - 1958     MONUMENTED       CGS
 MG0310  HISTORY     - 1959     GOOD             NGS
 MG0310  HISTORY     - 19880406 MARK NOT FOUND   USPSQD
 MG0310  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 MG0310  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MG0310  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MG0310
 MG0310                          STATION DESCRIPTION
 MG0310
 MG0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0310'1.8 MI S FROM ATKINSON.
 MG0310'ABOUT 1.75 MILES SOUTH ALONG BLACKTOP ROAD FROM THE ATKINSON HIGH
 MG0310'SCHOOL AT ATKINSON, ABOUT 0.05 MILES SOUTH OF THE JUNCTION OF
 MG0310'GRAVEL ROAD EAST, AT THE JUNCTION OF GRAVEL ROAD WEST, 123.6
 MG0310'FEET WEST OF THE CENTERLINE OF THE ROAD, 25.1 FEET SOUTH OF THE
 MG0310'CENTER LINE OF ROAD WEST, 1 FOOT SOUTH OF FENCE LINE, 78 FEET
 MG0310'WEST OF FENCE CORNER, 107.6 FEET NORTHWEST OF TRIANGULATION
 MG0310'STATION ATKINSON, 116.7 FEET NORTHWEST OF A METAL WITNESS POST,
 MG0310'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 MG0310'CONCRETE POST FLUSH WITH THE GROUND.
 MG0310
 MG0310                          STATION RECOVERY (1988)
 MG0310
 MG0310'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0310'MARK NOT FOUND.
 MG0310
 MG0310                          STATION RECOVERY (1996)
 MG0310
 MG0310'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0310'MARK NOT FOUND.
 MG0310
 MG0310                          STATION RECOVERY (2001)
 MG0310
 MG0310'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0310'MARK NOT FOUND.
 MG0310
 MG0310                          STATION RECOVERY (2004)
 MG0310
 MG0310'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0682 ***********************************************************************
 MG0682  DESIGNATION -  ATKINSON ST ANTHONYS CATH CH
 MG0682  PID         -  MG0682
 MG0682  STATE/COUNTY-  IL/HENRY
 MG0682  USGS QUAD   -  ATKINSON (1991)
 MG0682
 MG0682                         *CURRENT SURVEY CONTROL
 MG0682  ___________________________________________________________________
 MG0682* NAD 83(1997)-  41 25 17.18609(N)    090 01 05.18910(W)     ADJUSTED  
 MG0682* NAVD 88     -                                                        
 MG0682  ___________________________________________________________________
 MG0682  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 MG0682  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0682
 MG0682  HORZ ORDER  -  THIRD
 MG0682
 MG0682.The horizontal coordinates were established by classical geodetic methods
 MG0682.and adjusted by the National Geodetic Survey in October 1999..
 MG0682
 MG0682
 MG0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0682
 MG0682.The geoid height was determined by GEOID03.
 MG0682
 MG0682;                    North         East     Units Scale Factor Converg.
 MG0682;SPC IL W     -   527,837.766   712,418.322   MT  0.99994307   +0 05 53.8
 MG0682;SPC IL W     - 1,731,747.74  2,337,325.78   sFT  0.99994307   +0 05 53.8
 MG0682;UTM  15      - 4,589,834.815   749,191.705   MT  1.00036426   +1 58 25.7
 MG0682;UTM  16      - 4,589,939.765   247,781.420   MT  1.00038295   -1 59 52.1
 MG0682
 MG0682                          SUPERSEDED SURVEY CONTROL
 MG0682
 MG0682  NAD 83(1997)-  41 25 17.18630(N)    090 01 05.18933(W) AD(       ) 4
 MG0682  NAD 83(1986)-  41 25 17.19214(N)    090 01 05.20076(W) AD(       ) 4
 MG0682  NAD 27      -  41 25 17.07100(N)    090 01 04.79800(W) AD(       ) 3
 MG0682
 MG0682.Superseded values are not recommended for survey control.
 MG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0682.See file dsdata.txt to determine how the superseded data were derived.
 MG0682
 MG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4919289835(NAD 83)
 MG0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0682+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 MG0682
 MG0682  HISTORY     - Date     Condition        Report By
 MG0682  HISTORY     - 1958     MONUMENTED       CGS
 MG0682  HISTORY     - 1958     GOOD             CGS
 MG0682  HISTORY     - 19960808 GOOD             USPSQD
 MG0682  HISTORY     - 20010919 GOOD             USPSQD
 MG0682  HISTORY     - 20040303 GOOD             USPSQD
 MG0682
 MG0682                          STATION DESCRIPTION
 MG0682
 MG0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0682'STATION IS LOCATED AT THE CORNER OF MAIN STREET AND ANNA
 MG0682'STREET IN ATKINSON.
 MG0682'
 MG0682'POINT INTERSECTED IS THE TOP OF THE CROSS WHICH IS ON TOP OF
 MG0682'THE CHURCH BELFRY.  THE TOP OF THE CROSS IS APPROXIMATELY
 MG0682'90 FEET HIGH.
 MG0682'
 MG0682'NOTE--THIS STATION WAS PREVIOUSLY CALLED ATKINSON CATHOLIC
 MG0682'CHURCH SPIRE BUT WAS NOT DESCRIBED.
 MG0682
 MG0682                          STATION RECOVERY (1996)
 MG0682
 MG0682'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0682'RECOVERED IN GOOD CONDITION.
 MG0682
 MG0682                          STATION RECOVERY (2001)
 MG0682
 MG0682'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0682'RECOVERED IN GOOD CONDITION.
 MG0682
 MG0682                          STATION RECOVERY (2004)
 MG0682
 MG0682'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1061 ***********************************************************************
 LC1061  DESIGNATION -  ATLANTA
 LC1061  PID         -  LC1061
 LC1061  STATE/COUNTY-  IL/LOGAN
 LC1061  USGS QUAD   -  MC LEAN (1981)
 LC1061
 LC1061                         *CURRENT SURVEY CONTROL
 LC1061  ___________________________________________________________________
 LC1061* NAD 83(1997)-  40 15 37.67210(N)    089 12 53.05842(W)     ADJUSTED  
 LC1061* NAVD 88     -       219.607  (meters)     720.49   (feet)  ADJUSTED  
 LC1061  ___________________________________________________________________
 LC1061  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LC1061  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC1061  DYNAMIC HT  -         219.495 (meters)     720.13  (feet)  COMP
 LC1061  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 LC1061
 LC1061  HORZ ORDER  -  SECOND
 LC1061  VERT ORDER  -  SECOND    CLASS 0
 LC1061
 LC1061.The horizontal coordinates were established by classical geodetic methods
 LC1061.and adjusted by the National Geodetic Survey in October 1999..
 LC1061
 LC1061.The orthometric height was determined by differential leveling
 LC1061.and adjusted by the National Geodetic Survey in June 1991..
 LC1061
 LC1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1061
 LC1061.The geoid height was determined by GEOID03.
 LC1061
 LC1061.The dynamic height is computed by dividing the NAVD 88
 LC1061.geopotential number by the normal gravity value computed on the
 LC1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1061.degrees latitude (g = 980.6199 gals.).
 LC1061
 LC1061.The modeled gravity was interpolated from observed gravity values.
 LC1061
 LC1061;                    North         East     Units Scale Factor Converg.
 LC1061;SPC IL W     -   399,342.070   780,974.982   MT  1.00002186   +0 36 54.8
 LC1061;SPC IL W     - 1,310,174.77  2,562,248.75   sFT  1.00002186   +0 36 54.8
 LC1061;SPC IL E     -   399,293.543   225,021.553   MT  1.00004418   -0 34 10.7
 LC1061;SPC IL E     - 1,310,015.57    738,258.21   sFT  1.00004418   -0 34 10.7
 LC1061;UTM  16      - 4,459,019.939   311,663.020   MT  1.00003666   -1 25 54.2
 LC1061
 LC1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1061!SPC IL W     -   0.99997064  x   1.00002186  =   0.99999250
 LC1061!SPC IL E     -   0.99997064  x   1.00004418  =   1.00001482
 LC1061!UTM  16      -   0.99997064  x   1.00003666  =   1.00000730
 LC1061
 LC1061:                Primary Azimuth Mark                     Grid Az
 LC1061:SPC IL W     -  ATLANTA AZ MK                            177 47 10.2
 LC1061:SPC IL E     -  ATLANTA AZ MK                            178 58 15.7
 LC1061:UTM  16      -  ATLANTA AZ MK                            179 49 59.2
 LC1061
 LC1061|---------------------------------------------------------------------|
 LC1061| PID    Reference Object                     Distance      Geod. Az  |
 LC1061|                                                           dddmmss.s |
 LC1061| LC1065 ATLANTA AZ MK                                      1782405.0 |
 LC1061| LC1062 ATLANTA RM 2                          9.830 METERS 17946     |
 LC1061| LC1064 ATLANTA RM 4                          9.660 METERS 17951     |
 LC1061| LC1060 ATLANTA RM 1                          9.821 METERS 35801     |
 LC1061| LC1063 ATLANTA RM 3                          9.891 METERS 35813     |
 LC1061|---------------------------------------------------------------------|
 LC1061
 LC1061                          SUPERSEDED SURVEY CONTROL
 LC1061
 LC1061  NAD 83(1986)-  40 15 37.68346(N)    089 12 53.05645(W) AD(       ) 2
 LC1061  NAD 27      -  40 15 37.53940(N)    089 12 52.73360(W) AD(       ) 2
 LC1061  NGVD 29 (??/??/92)  219.676  (m)          720.72   (f) ADJ UNCH    2 0
 LC1061
 LC1061.Superseded values are not recommended for survey control.
 LC1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1061.See file dsdata.txt to determine how the superseded data were derived.
 LC1061
 LC1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1166359020(NAD 83)
 LC1061_MARKER: DS = TRIANGULATION STATION DISK
 LC1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1061_STAMPING: ATLANTA 1960
 LC1061_MARK LOGO: CGS   
 LC1061_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1061+STABILITY: SURFACE MOTION
 LC1061
 LC1061  HISTORY     - Date     Condition        Report By
 LC1061  HISTORY     - 1960     MONUMENTED       CGS
 LC1061  HISTORY     - 1973     GOOD             LOCSUR
 LC1061  HISTORY     - 1973     GOOD             NGS
 LC1061  HISTORY     - 19830421 SEE DESCRIPTION  NGS
 LC1061
 LC1061                          STATION DESCRIPTION
 LC1061
 LC1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1061'THE STATION IS LOCATED ABOUT 1 MILE EAST OF ATLANTA, ABOUT
 LC1061'0.5 MILE EAST OF U.S. HIGHWAY 66 AND ABOUT 200 FEET NORTH
 LC1061'OF A GRAVEL ROAD.
 LC1061'
 LC1061'TO REACH THE STATION FROM THE DEPOT AND N.W. RACE STREET
 LC1061'IN ATLANTA, GO SOUTHEAST ON S.E. RACE STREET FOR 0.1 MILE
 LC1061'TO E. SOUTH STREET, TURN LEFT ON E. SOUTH STREET FOR 0.3
 LC1061'MILE TO U.S. HIGHWAY 66, CONTINUE EAST ACROSS U.S. HIGHWAY
 LC1061'66 ON BLACK TOP ROAD FOR 0.6 MILE TO A CROSSROAD, TURN LEFT
 LC1061'FOR 0.05 MILE TO STATION ON LEFT AS DESCRIBED.
 LC1061'
 LC1061'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 LC1061'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC1061'SURFACE OF THE GROUND AND IS STAMPED ATLANTA 1960.  THE MARK
 LC1061'IS 42 FEET NORTH OF A LARGE CONCRETE GATE POST, 16 FEET WEST
 LC1061'OF ROAD, 2.5 FEET SOUTH-SOUTHEAST OF WITNESS POST AND 1 FOOT
 LC1061'EAST OF FENCE.
 LC1061'
 LC1061'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 LC1061'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LC1061'THE SURFACE OF THE GROUND AND IS STAMPED ATLANTA NO 1 1960.
 LC1061'THE MARK IS 37 FEET SOUTH OF FENCE CORNER, 30 FEET NORTH OF
 LC1061'WITNESS POST, 16 FEET WEST OF ROAD AND 1 FOOT EAST OF FENCE.
 LC1061'
 LC1061'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 LC1061'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC1061'SURFACE OF THE GROUND AND IS STAMPED ATLANTA NO 2 1960.  THE
 LC1061'MARK IS 34.5 FEET SOUTH OF WITNESS POST, 18 FEET WEST OF ROAD,
 LC1061'10 FEET NORTH OF A LARGE CONCRETE POST AND 1 FOOT EAST OF
 LC1061'FENCE.
 LC1061'
 LC1061'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 LC1061'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC1061'OF THE GROUND AND IS STAMPED ATLANTA 1960.  THE MARK IS 21.8
 LC1061'FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 17.6 FEET
 LC1061'EAST OF CENTER OF ROAD AND 1.8 FEET SOUTHWEST OF WITNESS POST.
 LC1061'
 LC1061'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD JUST SOUTH OF
 LC1061'STATION, GO SOUTH ON GRAVELED ROAD FOR 0.5 MILE TO AZIMUTH
 LC1061'MARK ON EAST SIDE OF ROAD AS DESCRIBED.
 LC1061'
 LC1061'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 LC1061
 LC1061                          STATION RECOVERY (1973)
 LC1061
 LC1061'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (LA)
 LC1061'RECOVERED BY CRAWFORD MURPHY AND TILLY INC.
 LC1061'
 LC1061'ATLANTA NO. 2 1960-PUSHED-OVER APPROX 30 FEET SO OF ORIGINAL LOCATION.
 LC1061
 LC1061                          STATION RECOVERY (1973)
 LC1061
 LC1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC1061'0.5 MI E FROM ATLANTA.
 LC1061'0.6 MILE EAST ALONG EXTENSION OF E SOUTH ST. FROM ITS
 LC1061'INTERSECTION WITH U.S. HIGHWAY 66 AT ATLANTA, 2 FEET SOUTHEAST
 LC1061'OF A METAL WITNESS POST, 1 FOOT NORTH OF A METAL WITNESS POST,
 LC1061'18 FEET WEST OF THE CENTERLINE OF GRADED ROAD AND 269 FEET
 LC1061'NORTH OF THE CENTERLINE OF PAVED ROAD.  SET IN THE TOP OF A
 LC1061'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 LC1061
 LC1061                          STATION RECOVERY (1983)
 LC1061
 LC1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 LC1061'STATION MARK AND AZ MK WERE RECOVERED IN GOOD CONDITION.  RMS 1 AND 2
 LC1061'WERE BOTH DISTURBED POSSIBLY BY FARM MACHINERY.  THE ANGLE BETWEEN THE
 LC1061'RMS DIFFERED BY 12 MINUTES 39.93 SECONDS AND THE DISTANCE TO RM 1
 LC1061'DIFFERED BY 0.078 METER (0.256 FT) AND RM 2 DIFFERED BY 0.174 METERS.
 LC1061'(0.571 FT) AT THE PROPERTY OWNERS REQUEST THE STATION MARK, RMS 1 AND
 LC1061'2 WERE DESTROYED AND ATLANTA 2 1960 1983 AND RMS 3 AND 4 WERE
 LC1061'ESTABLISHED AT THIS TIME.  DISTANCE FROM ATLANTA 1960 TO RM 1 - 32.46
 LC1061'FT (9.89 M).  DISTANCE FROM ATLANTA 1960 TO RM 2 - 31.68 FT (9.66 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1632 ***********************************************************************
 LC1632  DESIGNATION -  ATLANTA 2
 LC1632  PID         -  LC1632
 LC1632  STATE/COUNTY-  IL/LOGAN
 LC1632  USGS QUAD   -  MC LEAN (1981)
 LC1632
 LC1632                         *CURRENT SURVEY CONTROL
 LC1632  ___________________________________________________________________
 LC1632* NAD 83(1997)-  40 15 35.93226(N)    089 12 53.03224(W)     ADJUSTED  
 LC1632* NAVD 88     -       219.32   (meters)     719.6    (feet)  RESET     
 LC1632  ___________________________________________________________________
 LC1632  X           -      66,801.994 (meters)                     COMP
 LC1632  Y           -  -4,873,786.583 (meters)                     COMP
 LC1632  Z           -   4,100,177.988 (meters)                     COMP
 LC1632  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LC1632  ELLIP HEIGHT-         186.85  (meters)          (02/03/05) GPS OBS
 LC1632  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC1632
 LC1632  HORZ ORDER  -  FIRST
 LC1632  VERT ORDER  -  THIRD
 LC1632  ELLP ORDER  -  FOURTH    CLASS II
 LC1632
 LC1632.The horizontal coordinates were established by GPS observations
 LC1632.and adjusted by the IL DEPT OF TRANSP in January 2004..
 LC1632
 LC1632.The orthometric height was computed from unverified reset data.
 LC1632.No vertical observational check was made to the station.
 LC1632
 LC1632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1632
 LC1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1632
 LC1632.The ellipsoidal height was determined by GPS observations
 LC1632.and is referenced to NAD 83.
 LC1632
 LC1632.The geoid height was determined by GEOID03.
 LC1632
 LC1632;                    North         East     Units Scale Factor Converg.
 LC1632;SPC IL W     -   399,288.414   780,976.177   MT  1.00002187   +0 36 54.8
 LC1632;SPC IL W     - 1,309,998.74  2,562,252.67   sFT  1.00002187   +0 36 54.8
 LC1632;UTM  16      - 4,458,966.274   311,662.298   MT  1.00003666   -1 25 54.1
 LC1632
 LC1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1632!SPC IL W     -   0.99997069  x   1.00002187  =   0.99999256
 LC1632!UTM  16      -   0.99997069  x   1.00003666  =   1.00000735
 LC1632
 LC1632                          SUPERSEDED SURVEY CONTROL
 LC1632
 LC1632  ELLIP H (01/16/04)  186.87   (m)                       GP(       ) 3 1
 LC1632  NAVD 88 (01/16/04)  219.32   (m)          719.6    (f) LEVELING    3  
 LC1632  NGVD 29 (03/28/06)  219.39   (m)          719.8    (f) RESET       3  
 LC1632
 LC1632.Superseded values are not recommended for survey control.
 LC1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1632.See file dsdata.txt to determine how the superseded data were derived.
 LC1632
 LC1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1166258966(NAD 83)
 LC1632_MARKER: DD = SURVEY DISK
 LC1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1632_STAMPING: ATLANTA 2 1960 1983
 LC1632_MARK LOGO: NGS   
 LC1632_PROJECTION: FLUSH
 LC1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1632+STABILITY: SURFACE MOTION
 LC1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1632+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 LC1632
 LC1632  HISTORY     - Date     Condition        Report By
 LC1632  HISTORY     - 1983     MONUMENTED       NGS
 LC1632  HISTORY     - 19830421 GOOD             NGS
 LC1632  HISTORY     - 20010410 GOOD             JCLS
 LC1632  HISTORY     - 20010418 GOOD             JCLS
 LC1632  HISTORY     - 20031103 GOOD             ILDT
 LC1632
 LC1632                          STATION DESCRIPTION
 LC1632
 LC1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LC1632'1.6 KM (1.0 MI) SE FROM ATLANTA.
 LC1632'FROM THE POST OFFICE IN ATLANTA, GO SOUTHEAST ALONG S.E. VINE STREET
 LC1632'FOR 0.16 KM (0.1 MI) TO A CROSSROAD (EAST SOUTH STREET), TURN LEFT ON
 LC1632'EAST SOUTH STREET, WHICH TURNS INTO COUNTY ROUTE 2050E, AND GO EAST
 LC1632'ALONG COUNTY ROUTE 2050E 1.44 KM (0.9 MI) TO A SIDEROAD RIGHT, COUNTY
 LC1632'ROUTE 2350N, AND A FIELD ENTRANCE LEFT, AND MARK ON NORTH SIDE
 LC1632'OF HIGHWAY, 28.9 METERS (95.0 FEET) NORTH OF CENTER OF COUNTY
 LC1632'ROUTE 2050E, 7.0 METERS (23.0 FEET) SOUTH OF THE END OF A
 LC1632'FENCELINE, 5.8 METERS (19.0 FEET) WEST OF THE CENTER OF FIELD ENTRANCE
 LC1632'ROAD, AND 1.7 METERS (5.5 FEET) SOUTHEAST OF A UTILITY POLE.
 LC1632'THE MARK IS 2.0 FT  S FROM A WITNESS POST.
 LC1632'THE MARK IS 2.0 FT BELOW ROUTE 2050E.
 LC1632
 LC1632                          STATION RECOVERY (1983)
 LC1632
 LC1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 LC1632'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) E OF ATLANTA ON HWY
 LC1632'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE POST OFFICE IN ATLANTA,
 LC1632'GO SE ON S.E VINE STREET FOR 0.16 KM (0.10 MI) TO A CROSSROAD, E SOUTH
 LC1632'STREET.  TURN LEFT AND GO EASTERLY ON E.S STREET, WHICH TURNS INTO
 LC1632'COUNTY ROUTE 2050 E, FOR 1.28 KM (0.80 MI) TO A SIDE ROAD RIGHT, 2350
 LC1632'N, A FIELD ENTRANCE ROAD LEFT AND THE STATION ON LEFT AS DESCRIBED.
 LC1632' 
 LC1632'THE STATION IS A STANDARD NGS DISK STAMPED---ATLANTA 2 1960 1983---,
 LC1632'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN
 LC1632'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 28.96 METERS
 LC1632'(95.01 FT) N FROM THE APPROXIMATE CENTER OF COUNTY ROUTE 2050 E, 5.79
 LC1632'METERS (19.00 FT) W FROM THE APPROXIMATE CENTER OF A FIELD ENTRANCE,
 LC1632'1.68 METERS (5.51 FT) SE FROM A UTILITY POLE, 7.01 METERS (23.00 FT) S
 LC1632'FROM THE END OF A FENCE LINE AND 0.61 METERS (2.00 FT) S FROM A
 LC1632'WITNESS POST.  RM NO 3, IS A STANDARD NGS DISK STAMPED---ATLANTA 2
 LC1632'1960 NO 3 1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 LC1632'INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 LC1632'5.18 METERS (16.99 FT) W FROM THE APPROXIMATE CENTER OF FIELD
 LC1632'ENTRANCE, 4.88 METERS (16.01 FT) N FROM THE UTILITY POLE, 1.22 METERS
 LC1632'(4.00 FT) SW FROM THE END FENCE POST AND 0.61 METERS (2.00 FT) S FROM
 LC1632'A WITNESS POST, AND 0.2 METERS (0.7 FT) LOWER THAN THE STATION.  RM NO
 LC1632'4, IS A STANDARD NGS DISK STAMPED---ATLANTA 2 1960 NO 4 1983---,
 LC1632'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB, 12 INCHES THICK USED FOR
 LC1632'EXIT RAMP OFF COUNTY ROUTE 2050 E.  THE STATION IS LOCATED 22.86
 LC1632'METERS (75.00 FT) N FROM THE APPROXIMATE CENTER OF HWY 2050 E, 8.84
 LC1632'METERS (29.00 FT) SE FROM THE UTILITY POLE AND 2.74 METERS (8.99 FT) W
 LC1632'FROM THE CENTER OF CONCRETE SLAB, AND 0.5 FT (15.2 CM) HIGHER THAN THE
 LC1632'STATION.  AZ MK NO 1, IS A STANDARD CGS DISK STAMPED---ATLANTA
 LC1632'1960---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (35
 LC1632'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 6.71
 LC1632'METERS (22.01 FT) N FROM THE N RAIL OF RAILROAD TRACK, 6.10 METERS
 LC1632'(20.01 FT) E FROM THE APPROXIMATE CENTER OF COUNTY ROUTE 2030 N, 0.61
 LC1632'METERS (2.00 FT) S FROM A FENCE LINE AND 0.18 METERS (0.59 FT) W FROM
 LC1632'A METAL WITNESS POST.  TO REACH THE AZ MK FOM THE STATION, GO S ON
 LC1632'COUNTY ROUTE 2350 N, FOR 0.8 KM (0.50 MI) TO MARK ON LEFT, JUST BEFORE
 LC1632'REACHING RAILROAD TRACK.
 LC1632
 LC1632                          STATION RECOVERY (2001)
 LC1632
 LC1632'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 LC1632'RECOVERED IN GOOD CONDITION.
 LC1632
 LC1632                          STATION RECOVERY (2001)
 LC1632
 LC1632'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 LC1632'RECOVERED IN GOOD CONDITION.
 LC1632
 LC1632                          STATION RECOVERY (2003)
 LC1632
 LC1632'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DL)
 LC1632'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1633 ***********************************************************************
 LC1633  DESIGNATION -  ATLANTA 2 RM 3
 LC1633  PID         -  LC1633
 LC1633  STATE/COUNTY-  IL/LOGAN
 LC1633  USGS QUAD   -  MC LEAN (1981)
 LC1633
 LC1633                         *CURRENT SURVEY CONTROL
 LC1633  ___________________________________________________________________
 LC1633* NAD 83(1986)-  40 15 37.     (N)    089 12 52.     (W)     SCALED    
 LC1633* NAVD 88     -       219.12   (meters)     718.9    (feet)  RESET     
 LC1633  ___________________________________________________________________
 LC1633  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC1633
 LC1633  VERT ORDER  -  THIRD
 LC1633
 LC1633.The horizontal coordinates were scaled from a topographic map and have
 LC1633.an estimated accuracy of +/- 6 seconds.
 LC1633
 LC1633.The orthometric height was computed from unverified reset data.
 LC1633.No vertical observational check was made to the station.
 LC1633
 LC1633.The geoid height was determined by GEOID03.
 LC1633
 LC1633;                    North         East    Units  Estimated Accuracy
 LC1633;SPC IL W     -   399,320.      781,000.      MT  (+/- 180 meters Scaled)
 LC1633
 LC1633                          SUPERSEDED SURVEY CONTROL
 LC1633
 LC1633  NGVD 29 (03/28/06)  219.19   (m)          719.1    (f) RESET       3  
 LC1633
 LC1633.Superseded values are not recommended for survey control.
 LC1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1633.See file dsdata.txt to determine how the superseded data were derived.
 LC1633
 LC1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK116589(NAD 83)
 LC1633_MARKER: DR = REFERENCE MARK DISK
 LC1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1633_STAMPING: ATLANTA 2 NO 3 1983
 LC1633_PROJECTION: FLUSH
 LC1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1633+STABILITY: SURFACE MOTION
 LC1633
 LC1633  HISTORY     - Date     Condition        Report By
 LC1633  HISTORY     - 1983     MONUMENTED       NGS
 LC1633
 LC1633                          STATION DESCRIPTION
 LC1633
 LC1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LC1633'1.6 KM (1.0 MI) SE FROM ATLANTA.
 LC1633'FROM THE POST OFFICE IN ATLANTA, GO SOUTHEAST ALONG S.E. VINE STREET
 LC1633'FOR 0.16 KM (0.1 MI) TO A CROSSROAD, (EAST SOUTH STREET), TURN LEFT
 LC1633'ON EAST SOUTH STREET, WHICH TURNS INTO COUNTY ROUTE 2050E, AND
 LC1633'GO EAST ALONG COUNTY ROUTE 2050E FOR 1.44 KM (0.9 MI) TO A SIDEROAD
 LC1633'RIGHT, COUNTY ROUTE 2350N, AND A FIELD ENTRANCE LEFT, AND THE MARK
 LC1633'ON NORTH SIDE OF HIGHWAY, 5.2 METERS (17.0 FEET) WEST OF THE CENTER
 LC1633'OF FIELD ENTRANCE, 4.9 METERS (16.0 FEET) NORTH OF A UTILITY POLE,
 LC1633'AND 1.2 METERS (4.0 FEET) SOUTHWEST OF THE END OF A FENCELINE.
 LC1633'THE MARK IS 2.0 FT  S FROM A WITNESS POST.
 LC1633'THE MARK IS 1.0 FT BELOW ATLANTA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1634 ***********************************************************************
 LC1634  DESIGNATION -  ATLANTA 2 RM 4
 LC1634  PID         -  LC1634
 LC1634  STATE/COUNTY-  IL/LOGAN
 LC1634  USGS QUAD   -  MC LEAN (1981)
 LC1634
 LC1634                         *CURRENT SURVEY CONTROL
 LC1634  ___________________________________________________________________
 LC1634* NAD 83(1986)-  40 15 37.     (N)    089 12 52.     (W)     SCALED    
 LC1634* NAVD 88     -       219.55   (meters)     720.3    (feet)  RESET     
 LC1634  ___________________________________________________________________
 LC1634  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC1634
 LC1634  VERT ORDER  -  THIRD
 LC1634
 LC1634.The horizontal coordinates were scaled from a topographic map and have
 LC1634.an estimated accuracy of +/- 6 seconds.
 LC1634
 LC1634.The orthometric height was computed from unverified reset data.
 LC1634.No vertical observational check was made to the station.
 LC1634
 LC1634.The geoid height was determined by GEOID03.
 LC1634
 LC1634;                    North         East    Units  Estimated Accuracy
 LC1634;SPC IL W     -   399,320.      781,000.      MT  (+/- 180 meters Scaled)
 LC1634
 LC1634                          SUPERSEDED SURVEY CONTROL
 LC1634
 LC1634  NGVD 29 (03/28/06)  219.62   (m)          720.5    (f) RESET       3  
 LC1634
 LC1634.Superseded values are not recommended for survey control.
 LC1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1634.See file dsdata.txt to determine how the superseded data were derived.
 LC1634
 LC1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK116589(NAD 83)
 LC1634_MARKER: DR = REFERENCE MARK DISK
 LC1634_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LC1634_SP_SET: SLAB
 LC1634_STAMPING: ATLANTA 2 NO 4 1983
 LC1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1634
 LC1634  HISTORY     - Date     Condition        Report By
 LC1634  HISTORY     - 1983     MONUMENTED       NGS
 LC1634
 LC1634                          STATION DESCRIPTION
 LC1634
 LC1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LC1634'1.6 KM (1.0 MI) SE FROM ATLANTA.
 LC1634'FROM THE POST OFFICE IN ATLANTA, GO SOUTHEAST ALONG S.E. VINE STREET
 LC1634'FOR 0.16 KM (0.1 MI) TO A CROSSROAD (EAST SOUTH STREET) , TURN LEFT
 LC1634'ON EAST SOUTH STREET, WHICH TURNS INTO COUNTY ROUTE 2050E, AND GO
 LC1634'EAST ALONG COUNTY ROUTE 2050E FOR 1.44 KM (0.9 MI) TO A SIDE ROAD
 LC1634'RIGHT, COUNTY ROUTE 2350N, AND A FIELD ENTRANCE LEFT, AND MARK
 LC1634'ON THE NORTH SIDE OF HIGHWAY, IN A CONCRETE SLAB, 12 INCHES THICK
 LC1634'USED FOR EXIT RAMP OF COUNTY ROUTE 2050E, 22.8 METERS (75.0 FEET)
 LC1634'NORTH OF THE CENTER OF HIGHWAY 2050E, 8.8 METERS (29.0 FEET) SOUTHEAST
 LC1634'OF A UTILITY POLE, AND 2.7 METERS (9.0 FEET) WEST OF THE CENTER
 LC1634'OF CONCRETE SLAB.
 LC1634'THE MARK IS 2.0 FT ABOVE ATLANTA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1911 ***********************************************************************
 LC1911  DESIGNATION -  ATLANTA MUNICIPAL STANDPIPE
 LC1911  PID         -  LC1911
 LC1911  STATE/COUNTY-  IL/LOGAN
 LC1911  USGS QUAD   -  MC LEAN (1981)
 LC1911
 LC1911                         *CURRENT SURVEY CONTROL
 LC1911  ___________________________________________________________________
 LC1911* NAD 83(1997)-  40 15 36.43717(N)    089 14 05.69965(W)     ADJUSTED  
 LC1911* NAVD 88     -                                                        
 LC1911  ___________________________________________________________________
 LC1911  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 LC1911  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC1911
 LC1911  HORZ ORDER  -  THIRD
 LC1911
 LC1911.The horizontal coordinates were established by classical geodetic methods
 LC1911.and adjusted by the National Geodetic Survey in October 1999..
 LC1911
 LC1911
 LC1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1911
 LC1911.The geoid height was determined by GEOID03.
 LC1911
 LC1911;                    North         East     Units Scale Factor Converg.
 LC1911;SPC IL W     -   399,285.744   779,258.922   MT  1.00001848   +0 36 07.9
 LC1911;SPC IL W     - 1,309,989.98  2,556,618.65   sFT  1.00001848   +0 36 07.9
 LC1911;SPC IL E     -   399,272.714   223,304.651   MT  1.00004738   -0 34 57.7
 LC1911;SPC IL E     - 1,309,947.23    732,625.34   sFT  1.00004738   -0 34 57.7
 LC1911;UTM  16      - 4,459,024.944   309,946.008   MT  1.00004466   -1 26 41.2
 LC1911
 LC1911                          SUPERSEDED SURVEY CONTROL
 LC1911
 LC1911  NAD 83(1986)-  40 15 36.44854(N)    089 14 05.69756(W) AD(       ) 4
 LC1911  NAD 27      -  40 15 36.29400(N)    089 14 05.36100(W) AD(       ) 3
 LC1911
 LC1911.Superseded values are not recommended for survey control.
 LC1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1911.See file dsdata.txt to determine how the superseded data were derived.
 LC1911
 LC1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0994659025(NAD 83)
 LC1911_MARKER: 52 = STANDPIPE TANK
 LC1911
 LC1911  HISTORY     - Date     Condition        Report By
 LC1911  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1911  HISTORY     - 1959     GOOD             CGS
 LC1911
 LC1911                          STATION DESCRIPTION
 LC1911
 LC1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1911'STATION WAS LISTED IN 1934 BUT WAS NOT DESCRIBED.  A COMPLETE
 LC1911'NEW DESCRIPTION FOLLOWS--
 LC1911'
 LC1911'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL STANDPIPE
 LC1911'LOCATED AT THE CITY WATER WORKS ON THE WEST SIDE OF THE RAILROAD
 LC1911'TRACKS IN THE SOUTHWEST SECTION OF ATLANTA.  IT IS A STEEL
 LC1911'STRUCTURE 12 FEET IN DIAMETER AND 75 FEET HIGH AND IS PAINTED
 LC1911'SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1063 ***********************************************************************
 LC1063  DESIGNATION -  ATLANTA RM 3
 LC1063  PID         -  LC1063
 LC1063  STATE/COUNTY-  IL/LOGAN
 LC1063  USGS QUAD   -  MC LEAN (1981)
 LC1063
 LC1063                         *CURRENT SURVEY CONTROL
 LC1063  ___________________________________________________________________
 LC1063* NAD 83(1986)-  40 15 37.     (N)    089 12 52.     (W)     SCALED    
 LC1063* NAVD 88     -       219.60   (meters)     720.5    (feet)  RESET     
 LC1063  ___________________________________________________________________
 LC1063  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC1063
 LC1063  VERT ORDER  -  THIRD
 LC1063
 LC1063.The horizontal coordinates were scaled from a topographic map and have
 LC1063.an estimated accuracy of +/- 6 seconds.
 LC1063
 LC1063.The orthometric height was computed from unverified reset data.
 LC1063
 LC1063.The geoid height was determined by GEOID03.
 LC1063
 LC1063;                    North         East    Units  Estimated Accuracy
 LC1063;SPC IL W     -   399,320.      781,000.      MT  (+/- 180 meters Scaled)
 LC1063
 LC1063                          SUPERSEDED SURVEY CONTROL
 LC1063
 LC1063.No superseded survey control is available for this station.
 LC1063
 LC1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK116589(NAD 83)
 LC1063_MARKER: DR = REFERENCE MARK DISK
 LC1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1063_STAMPING: ATLANTA 1960 NO 3 1973
 LC1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1063+STABILITY: SURFACE MOTION
 LC1063
 LC1063  HISTORY     - Date     Condition        Report By
 LC1063  HISTORY     - 1973     MONUMENTED       NGS
 LC1063
 LC1063                          STATION DESCRIPTION
 LC1063
 LC1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LC1063'0.5 MI E FROM ATLANTA.
 LC1063'0.6 MILE EAST ALONG EXTENSION OF E SOUTH ST. FROM ITS
 LC1063'INTERSECTION WITH U.S. HIGHWAY 66 AT THE EAST EDGE OF ATLANTA,
 LC1063'1 FOOT SOUTH OF A METAL WITNESS POST, 17 FEET WEST OF CENTERLINE
 LC1063'OF GRADED ROAD, 301 FEET NORTH OF CENTERLINE OF PAVED ROAD, SET
 LC1063'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1064 ***********************************************************************
 LC1064  DESIGNATION -  ATLANTA RM 4
 LC1064  PID         -  LC1064
 LC1064  STATE/COUNTY-  IL/LOGAN
 LC1064  USGS QUAD   -  MC LEAN (1981)
 LC1064
 LC1064                         *CURRENT SURVEY CONTROL
 LC1064  ___________________________________________________________________
 LC1064* NAD 83(1986)-  40 15 37.     (N)    089 12 52.     (W)     SCALED    
 LC1064* NAVD 88     -       219.64   (meters)     720.6    (feet)  RESET     
 LC1064  ___________________________________________________________________
 LC1064  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC1064
 LC1064  VERT ORDER  -  THIRD
 LC1064
 LC1064.The horizontal coordinates were scaled from a topographic map and have
 LC1064.an estimated accuracy of +/- 6 seconds.
 LC1064
 LC1064.The orthometric height was computed from unverified reset data.
 LC1064
 LC1064.The geoid height was determined by GEOID03.
 LC1064
 LC1064;                    North         East    Units  Estimated Accuracy
 LC1064;SPC IL W     -   399,320.      781,000.      MT  (+/- 180 meters Scaled)
 LC1064
 LC1064                          SUPERSEDED SURVEY CONTROL
 LC1064
 LC1064.No superseded survey control is available for this station.
 LC1064
 LC1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK116589(NAD 83)
 LC1064_MARKER: DR = REFERENCE MARK DISK
 LC1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1064_STAMPING: ATLANTA 1960 NO 4 1973
 LC1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1064+STABILITY: SURFACE MOTION
 LC1064
 LC1064  HISTORY     - Date     Condition        Report By
 LC1064  HISTORY     - 1973     MONUMENTED       NGS
 LC1064
 LC1064                          STATION DESCRIPTION
 LC1064
 LC1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LC1064'0.5 MI E FROM ATLANTA.
 LC1064'0.6 MILE EAST ALONG EXTENSION OF E SOUTH ST. FROM ITS
 LC1064'INTERSECTION WITH U.S. HIGHWAY 66 AT THE EAST EDGE OF ATLANTA,
 LC1064'1 FOOT NORTH OF A METAL WITNESS POST, 18 FEET WEST OF THE
 LC1064'CENTERLINE OF GRADED ROAD, 237 FEET NORTH OF THE CENTERLINE OF
 LC1064'PAVED ROAD, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 LC1064'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1594 ***********************************************************************
 HB1594  DESIGNATION -  ATTILA
 HB1594  PID         -  HB1594
 HB1594  STATE/COUNTY-  IL/WILLIAMSON
 HB1594  USGS QUAD   -  HARCO (1963)
 HB1594
 HB1594                         *CURRENT SURVEY CONTROL
 HB1594  ___________________________________________________________________
 HB1594* NAD 83(1997)-  37 46 20.03971(N)    088 43 48.48453(W)     ADJUSTED  
 HB1594* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 HB1594  ___________________________________________________________________
 HB1594  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 HB1594  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HB1594
 HB1594  HORZ ORDER  -  THIRD
 HB1594
 HB1594.The horizontal coordinates were established by classical geodetic methods
 HB1594.and adjusted by the National Geodetic Survey in October 1999..
 HB1594
 HB1594.The orthometric height was scaled from a topographic map.
 HB1594
 HB1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1594
 HB1594.The geoid height was determined by GEOID03.
 HB1594
 HB1594;                    North         East     Units Scale Factor Converg.
 HB1594;SPC IL E     -   122,768.817   265,041.256   MT  0.99999005   -0 14 35.0
 HB1594;SPC IL E     -   402,784.03    869,556.19   sFT  0.99999005   -0 14 35.0
 HB1594;UTM  16      - 4,181,953.737   347,624.359   MT  0.99988598   -1 03 35.8
 HB1594
 HB1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1594!SPC IL E     -   0.99997654  x   0.99999005  =   0.99996659
 HB1594!UTM  16      -   0.99997654  x   0.99988598  =   0.99986252
 HB1594
 HB1594|---------------------------------------------------------------------|
 HB1594| PID    Reference Object                     Distance      Geod. Az  |
 HB1594|                                                           dddmmss.s |
 HB1594| CI2901 ATTILA RM 1                          14.493 METERS 10958     |
 HB1594| CI2902 ATTILA RM 2                          12.916 METERS 18118     |
 HB1594| CI2900 ATTILA AZ MK                                       2680055.2 |
 HB1594|---------------------------------------------------------------------|
 HB1594
 HB1594                          SUPERSEDED SURVEY CONTROL
 HB1594
 HB1594  NAD 83(1997)-  37 46 20.04684(N)    088 43 48.48524(W) AD(       ) 3
 HB1594  NAD 83(1986)-  37 46 20.05134(N)    088 43 48.48706(W) AD(       ) 3
 HB1594  NAD 27      -  37 46 19.87369(N)    088 43 48.27048(W) AD(       ) 3
 HB1594
 HB1594.Superseded values are not recommended for survey control.
 HB1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1594.See file dsdata.txt to determine how the superseded data were derived.
 HB1594
 HB1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4762481954(NAD 83)
 HB1594_MARKER: DS = TRIANGULATION STATION DISK
 HB1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1594
 HB1594  HISTORY     - Date     Condition        Report By
 HB1594  HISTORY     - 1960     MONUMENTED       CGS
 HB1594
 HB1594                          STATION DESCRIPTION
 HB1594
 HB1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1594'THE STATION IS ABOUT 11 MILES NORTHWEST OF HARRISBURG AND ABOUT 5-1/2
 HB1594'MILES NORTHEAST OF CRAB ORCHARD IN THE NE 1/4 OF SEC. 2, T. 9 S.,
 HB1594'R. 4 E. ON ROAD RIGHT-OF-WAY.  IT IS 109 FEET NORTHWEST OF THE CENTER
 HB1594'OF A T-INTERSECTION, 82 FEET NORTH OF A POWER POLE, 20 FEET WEST
 HB1594'OF THE CENTER LINE OF A DIRT ROAD AND 5 FEET SOUTHEAST OF A WITNESS
 HB1594'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ATTILA
 HB1594'1960.
 HB1594'
 HB1594'TO REACH THE STATION FROM THE CENTER BAPTIST CHURCH AT THE EAST EDGE
 HB1594'OF CRAB ORCHARD, GO EAST ON STATE HIGHWAY 13 FOR 2.5 MILES TO
 HB1594'A GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD
 HB1594'FOR 0.7 MILE TO A T-INTERSECTION, TURN RIGHT AND GO EAST AND NORTH
 HB1594'ON A GRAVELED ROAD FOR 2.65 MILES TO A T-INTERSECTION.  TURN RIGHT
 HB1594'AND GO EAST ON A GRAVELED ROAD FOR 1.05 MILES TO A CROSSROAD AND
 HB1594'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE GRAVELED ROAD
 HB1594'FOR 0.55 MILE TO A DIRT ROAD LEFT AND THE STATION ON THE LEFT AS
 HB1594'DESCRIBED.
 HB1594'
 HB1594'REFERENCE MARK 1 IS 38 FEET NORTH OF A POWER POLE, 14 FEET EAST OF
 HB1594'THE CENTERLINE OF THE DIRT ROAD AND 1 FOOT WEST OF A FENCE.
 HB1594'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ATTILA NO 1 1960.
 HB1594'
 HB1594'REFERENCE MARK 2 IS 40 FEET NORTH OF THE POWER POLE, 21 FEET WEST OF
 HB1594'THE CENTERLINE OF THE DIRT ROAD AND 1 FOOT EAST OF A FENCE.  THE
 HB1594'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ATTILA NO 2 1960.
 HB1594'
 HB1594'THE AZIMUTH MARK IS 38 FEET NORTHWEST OF THE CENTER OF A CROSSROAD
 HB1594'INTERSECTION 15 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 12
 HB1594'FEET NORTH OF A POWER POLE AND 2 FEET SOUTH OF A WITNESS POST.  THE
 HB1594'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ATTILA 1960.
 HB1594'
 HB1594'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1734 ***********************************************************************
 HB1734  DESIGNATION -  ATWOOD
 HB1734  PID         -  HB1734
 HB1734  STATE/COUNTY-  IL/UNION
 HB1734  USGS QUAD   -  JONESBORO (1996)
 HB1734
 HB1734                         *CURRENT SURVEY CONTROL
 HB1734  ___________________________________________________________________
 HB1734* NAD 83(1997)-  37 25 32.50992(N)    089 19 53.11235(W)     ADJUSTED  
 HB1734* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HB1734  ___________________________________________________________________
 HB1734  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HB1734  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HB1734
 HB1734  HORZ ORDER  -  FIRST
 HB1734
 HB1734.The horizontal coordinates were established by classical geodetic methods
 HB1734.and adjusted by the National Geodetic Survey in October 1999..
 HB1734
 HB1734.The orthometric height was scaled from a topographic map.
 HB1734
 HB1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1734
 HB1734.The geoid height was determined by GEOID03.
 HB1734
 HB1734;                    North         East     Units Scale Factor Converg.
 HB1734;SPC IL W     -    84,558.610   773,926.513   MT  1.00000847   +0 30 27.5
 HB1734;SPC IL W     -   277,422.71  2,539,123.90   sFT  1.00000847   +0 30 27.5
 HB1734;SPC IL E     -    84,701.626   211,657.386   MT  1.00007110   -0 36 23.8
 HB1734;SPC IL E     -   277,891.92    694,412.61   sFT  1.00007110   -0 36 23.8
 HB1734;UTM  16      - 4,144,649.583   293,706.564   MT  1.00012424   -1 25 02.6
 HB1734
 HB1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1734!SPC IL W     -   0.99996163  x   1.00000847  =   0.99997010
 HB1734!SPC IL E     -   0.99996163  x   1.00007110  =   1.00003273
 HB1734!UTM  16      -   0.99996163  x   1.00012424  =   1.00008586
 HB1734
 HB1734:                Primary Azimuth Mark                     Grid Az
 HB1734:SPC IL W     -  ANNA CLOCK TOWER                         051 29 33.6
 HB1734:SPC IL E     -  ANNA CLOCK TOWER                         052 36 24.9
 HB1734:UTM  16      -  ANNA CLOCK TOWER                         053 25 03.7
 HB1734
 HB1734|---------------------------------------------------------------------|
 HB1734| PID    Reference Object                     Distance      Geod. Az  |
 HB1734|                                                           dddmmss.s |
 HB1734| HB1711 ANNA CLOCK TOWER                    APPROX. 9.8 KM 0520001.1 |
 HB1734| CI2904 ATWOOD RM 1                          20.615 METERS 16759     |
 HB1734| HB1736 ALLEN                               APPROX.13.1 KM 1710440.9 |
 HB1734| CI2903 ATWOOD AZ MK                                       2565103.7 |
 HB1734| CI2905 ATWOOD RM 2                          69.443 METERS 28149     |
 HB1734|---------------------------------------------------------------------|
 HB1734
 HB1734                          SUPERSEDED SURVEY CONTROL
 HB1734
 HB1734  NAD 83(1997)-  37 25 32.51710(N)    089 19 53.11438(W) AD(       ) 1
 HB1734  NAD 83(1986)-  37 25 32.51926(N)    089 19 53.11540(W) AD(       ) 1
 HB1734  NAD 27      -  37 25 32.34600(N)    089 19 52.79600(W) AD(       ) 1
 HB1734
 HB1734.Superseded values are not recommended for survey control.
 HB1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1734.See file dsdata.txt to determine how the superseded data were derived.
 HB1734
 HB1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9370744650(NAD 83)
 HB1734_MARKER: DS = TRIANGULATION STATION DISK
 HB1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1734
 HB1734  HISTORY     - Date     Condition        Report By
 HB1734  HISTORY     - 1930     MONUMENTED       CGS
 HB1734  HISTORY     - 1938     GOOD             CGS
 HB1734  HISTORY     - 1968     GOOD             ILDT
 HB1734  HISTORY     - 1978     GOOD             NGS
 HB1734
 HB1734                          STATION DESCRIPTION
 HB1734
 HB1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1734'ABOUT 5 MILES SOUTHWEST OF ANNA, 4 MILES SOUTHWEST OF JONESBORO, ON
 HB1734'EASTERLY OF TWO HIGHEST KNOBS ON HIGH WOODED HILL KNOWN AS
 HB1734'ATWOOD RIDGE, ABOUT 15 YARDS TO LEFT OF WOODS ROAD, ON LAND OWNED BY
 HB1734'R. HUNSAKER AND RENTED BY A MR.  NEWTON. TO REACH FROM ANNA, GO
 HB1734'1-1/4 MILES BY GOOD ROAD TO JONESBORO, AND AT SQUARE IN JONESBORO
 HB1734'TAKE ROAD LEADING STRAIGHT WEST, FOLLOW 1.1 MILES TO FILLING
 HB1734'STATION ON LEFT, TURN LEFT 1.6 MILES TO FORK NEAR CHURCH, KEEP RIGHT
 HB1734'ON STRAIGHT ROAD 0.9 MILE TO CREEK, KEEP STRAIGHT AHEAD
 HB1734'ACROSS BOTTOMS AND UP STEEP GRADE 0.9 MILE TO LANE TURNING LEFT
 HB1734'AT TOP OF HILL, FOLLOW THIS LANE 0.3 MILE TO NEWTONS HOUSE, AND TAKE
 HB1734'OLD WOODS ROAD LEADING SOUTHEAST FROM HOUSE ABOUT 0.7 MILE
 HB1734'TO STATION SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 HB1734'DISKS IN CONCRETE. REFERENCE MARKS ARE
 HB1734'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON RIGHT
 HB1734'SIDE OF WOODS ROAD.
 HB1734'NO.2 IS ABOUT 2 METERS (7 FEET) TO LEFT OF WOODS ROAD,
 HB1734'AND 69.4 METERS (228 FEET) FROM STATION.
 HB1734
 HB1734                          STATION RECOVERY (1938)
 HB1734
 HB1734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1734'STATION ATWOOD (1930) WAS FOUND AS DESCRIBED AND RECOVERED IN GOOD
 HB1734'CONDITION.  IT IS ABOUT 5 MILES
 HB1734'SOUTHWEST OF ANNA, 4 MILES SOUTHWEST OF JONESBORO, AND ABOUT 4 MILES
 HB1734'SOUTHEAST OF WARE IN THE SOUTHEAST QUARTER OF SEC. 33,
 HB1734'T. 12 S., R. 2 W., ON LAND OWNED BY MRS. LAURA A. RANDALL. CONSENT
 HB1734'OBTAINED. STATION IS ON THE EASTERLY OF THE TWO HIGHEST KNOBS
 HB1734'ON A HIGH-WOODED RIDGE KNOWN AS ATWOOD RIDGE. IT IS 50 FEET NORTHWEST
 HB1734'OF WOODS ROAD. THE MARK PROJECTS 2 INCHES.
 HB1734'
 HB1734'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION. IT IS A NEW MARK,
 HB1734'20 FEET SOUTH OF A FIRE TOWER, AND FLUSH WITH THE GROUND.
 HB1734'
 HB1734'REFERENCE MARK NO.1 WAS RECOVERED
 HB1734'IN GOOD CONDITION. IT IS SOUTH-SOUTHEAST OF THE STATION, 10
 HB1734'FEET SOUTHEAST OF WOODS ROAD, AND PROJECTS 2 INCHES.
 HB1734'
 HB1734'REFERENCE MARK NO.2 WAS FOUND AS DESCRIBED AND RECOVERED
 HB1734'IN GOOD CONDITION. IT IS WEST OF THE STATION, 7 FEET
 HB1734'NORTH OF WOODS ROAD, AND PROJECTS 2 INCHES.
 HB1734'
 HB1734'STATION WAS REACHED FROM THE SQUARE IN JONESBORO BY GOING WEST ON
 HB1734'STATE HIGHWAY 146 FOR 1.1 MILES TO A DIRT ROAD LEFT. TURN
 HB1734'LEFT ON DIRT ROAD AND GO 1.6 MILES TO FORKS NEAR A CHURCH, CONTINUE
 HB1734'STRAIGHT AHEAD ON THE RIGHT FORK FOR 0.9 MILE TO A DIM ROAD
 HB1734'LEFT, TURN LEFT ON THIS ROAD, CROSSING BRIDGE, AND GO 0.45 MILE TO
 HB1734'FORK. TAKE RIGHT FORK 0.55 MILE TO TOP OF HILL AND FORK
 HB1734'LEFT, TAKE FORK TO THE LEFT UP A LANE 0.3 MILE TO A HOUSE, CONTINUE
 HB1734'LEFT BY HOUSE AND BUILDINGS ON TRACK ROAD FOR 0.3 MILE TO
 HB1734'THE END OF TRUCK TRAVEL. FROM HERE PACK UP OLD WOODS ROAD TO
 HB1734'THE TOP OF RIDGE, TURN LEFT AND GO TO TOP OF KNOB AND STATION.
 HB1734'
 HB1734'A 64-FOOT TOWER CLEARED ALL LINES.
 HB1734
 HB1734                          STATION RECOVERY (1968)
 HB1734
 HB1734'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1968 (DRR)
 HB1734'ATWOOD 1930 RECOVERED GOOD NO WITNESS POST.
 HB1734'
 HB1734'ATWOOD NO 1 1930 RECOVERED GOOD.
 HB1734'
 HB1734'ATWOOD NO 2 1930 RECOVERED GOOD.
 HB1734'
 HB1734'ATWOOD 1938 RECOVERED GOOD.
 HB1734'
 HB1734'DESCRIPTION IS CORRECT AND ADEQUATE AS GIVEN EXCEPT FOR THE
 HB1734'FOLLOWING CHANGES--1) CAN NOW DRIVE TO TOP OF RIDGE.  STATION IS
 HB1734'0.7 MI. FROM HOUSE ON TRUCK ROAD.  2-) AZ. MK. IS NOW UNDER THE
 HB1734'FIRE TOWER.  IS 6.8 FEET WNW OF S.E. LEG AND 25.4 FEET SSW OF
 HB1734'N.E. LEG.
 HB1734
 HB1734                          STATION RECOVERY (1978)
 HB1734
 HB1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HB1734'STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.  THE
 HB1734'AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED WHEN THE FIRE TOWER
 HB1734'WAS TORN DOWN.  THERE WAS NO OBJECT VISIBLE TO ESTABLISH A NEW
 HB1734'AZIMUTH MARK.  THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.
 HB1734'THE DISTANCE TO REFERENCE MARK 1 WAS 0.05 METER SHORTER.
 HB1734'REFERENCE MARK 2 CHECKED.  A NEW TOO REACH AND DESCRIPTION FOLLOWS
 HB1734'DUE TO MANY ROAD CHANGES.
 HB1734'
 HB1734'STATION IS ABOUT 5 MILES SOUTHWEST OF ANNA, 4 MILES SOUTHWEST OF
 HB1734'JONESBORO AND ON THE MOST EASTERLY ONE OF 2 HIGH AND WOODS COVERED
 HB1734'HILLS LOCALLY KNOWN AS ATWOOD RIDGE.  IT IS 25 FEET NORTH OF
 HB1734'CENTERLINE OF A WOODS ROAD, 13 FEET NORTHEAST OF A TRIPLE TRUNK
 HB1734'TREE AND APPEARS TO BE THE HIGHEST PART OF THE HILL.  THE
 HB1734'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ATWOOD 1930.
 HB1734'
 HB1734'REFERENCE MARK 1 IS 8 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 HB1734'THE MONUMENT PROJECTS 2 INCHES AND THE DISK STAMPED ATWOOD NO 1
 HB1734'1930.
 HB1734'
 HB1734'REFERENCE MARK 2 IS 10 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 HB1734'THE MONUMENT PROJECTS 2 INCHES AND THE DISK STAMPED ATWOOD NO 2
 HB1734'1930.
 HB1734'
 HB1734'TO REACH THE STATION FROM THE PUBLIC SQUARE IN JONESBORO, GO WEST ON
 HB1734'STATE HIGHWAY 146 FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 HB1734'GO 1.6 MILES ON A PAVED ROAD TO A FORK.  CONTINUE AHEAD TAKING THE
 HB1734'RIGHT FORK FOR 0.9 MILE TO A ROAD ON THE LEFT.  TURN LEFT ON ROAD
 HB1734'CROSSING BRIDGE AND GO 0.45 MILE TO A FORK.  (LARGE BUILDING AND
 HB1734'STORAGE TANK ON LEFT) TAKE THE RIGHT FORK CROSSING A CREEK AND GO
 HB1734'0.55 MILE TO TOP OF HILL AND FORK.  TAKE LEFT FORK AND GO 0.3
 HB1734'MILE TO A LARGE OAK TREE ON THE LEFT AND A DIM DRIVE ON THE RIGHT.
 HB1734'CONTINUE UP HILL ON GRAVELED ROAD FOR 0.75 MILE TO TOP OF HILL AND
 HB1734'THE REMAINS OF AN OLD FIRE LOOKOUT TOWER ON LEFT.  CONTINUE
 HB1734'EASTERLY ON THE ROAD FOR 0.25 MILE TO REFERENCE MARK 2 ON THE
 HB1734'LEFT.  CONTINUE ON THE ROAD FOR ABOUT 200 FEET AND THE STATION ON
 HB1734'THE LEFT AT SMALL RISE AS DESCRIBED.
 HB1734'
 HB1734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 HB1734'OF ANNA.
 HB1734'
 HB1734'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1403 ***********************************************************************
 KA1403  DESIGNATION -  AUBURN
 KA1403  PID         -  KA1403
 KA1403  STATE/COUNTY-  IL/CLARK
 KA1403  USGS QUAD   -  CLARK CENTER (1984)
 KA1403
 KA1403                         *CURRENT SURVEY CONTROL
 KA1403  ___________________________________________________________________
 KA1403* NAD 83(1997)-  39 21 31.80850(N)    087 47 34.37870(W)     ADJUSTED  
 KA1403* NAVD 88     -       193.686  (meters)     635.45   (feet)  ADJUSTED  
 KA1403  ___________________________________________________________________
 KA1403  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 KA1403  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KA1403  DYNAMIC HT  -         193.575 (meters)     635.09  (feet)  COMP
 KA1403  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 KA1403
 KA1403  HORZ ORDER  -  SECOND
 KA1403  VERT ORDER  -  SECOND    CLASS 0
 KA1403
 KA1403.The horizontal coordinates were established by classical geodetic methods
 KA1403.and adjusted by the National Geodetic Survey in October 1999..
 KA1403
 KA1403.The orthometric height was determined by differential leveling
 KA1403.and adjusted by the National Geodetic Survey in June 1991..
 KA1403
 KA1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1403
 KA1403.The geoid height was determined by GEOID03.
 KA1403
 KA1403.The dynamic height is computed by dividing the NAVD 88
 KA1403.geopotential number by the normal gravity value computed on the
 KA1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1403.degrees latitude (g = 980.6199 gals.).
 KA1403
 KA1403.The modeled gravity was interpolated from observed gravity values.
 KA1403
 KA1403;                    North         East     Units Scale Factor Converg.
 KA1403;SPC IL E     -   298,953.912   346,578.849   MT  1.00000170   +0 20 33.9
 KA1403;SPC IL E     -   980,817.96  1,137,067.44   sFT  1.00000170   +0 20 33.9
 KA1403;UTM  16      - 4,356,897.947   431,690.579   MT  0.99965745   -0 30 10.2
 KA1403
 KA1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1403!SPC IL E     -   0.99997465  x   1.00000170  =   0.99997635
 KA1403!UTM  16      -   0.99997465  x   0.99965745  =   0.99963211
 KA1403
 KA1403|---------------------------------------------------------------------|
 KA1403| PID    Reference Object                     Distance      Geod. Az  |
 KA1403|                                                           dddmmss.s |
 KA1403| KA1402 AUBURN RM 1                          25.495 METERS 06236     |
 KA1403| KA1869 MARSHALL MUNICIPAL TANK             APPROX. 9.2 KM 0672919.3 |
 KA1403| CM2712 AUBURN AZ MK                                       1824120.4 |
 KA1403| KA1404 AUBURN RM 2                          24.725 METERS 23427     |
 KA1403|---------------------------------------------------------------------|
 KA1403
 KA1403                          SUPERSEDED SURVEY CONTROL
 KA1403
 KA1403  NAD 83(1997)-  39 21 31.80839(N)    087 47 34.37751(W) AD(       ) 2
 KA1403  NAD 83(1986)-  39 21 31.81647(N)    087 47 34.37236(W) AD(       ) 2
 KA1403  NAD 27      -  39 21 31.68540(N)    087 47 34.26590(W) AD(       ) 2
 KA1403  NGVD 29 (??/??/92)  193.762  (m)          635.70   (f) ADJ UNCH    2 0
 KA1403
 KA1403.Superseded values are not recommended for survey control.
 KA1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1403.See file dsdata.txt to determine how the superseded data were derived.
 KA1403
 KA1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ3169156898(NAD 83)
 KA1403_MARKER: DS = TRIANGULATION STATION DISK
 KA1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1403_STAMPING: AUBURN 1959
 KA1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1403+STABILITY: SURFACE MOTION
 KA1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1403+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KA1403
 KA1403  HISTORY     - Date     Condition        Report By
 KA1403  HISTORY     - 1959     MONUMENTED       CGS
 KA1403  HISTORY     - 1960     GOOD             NGS
 KA1403  HISTORY     - 1964     GOOD             ILDT
 KA1403  HISTORY     - 20050208 GOOD             ILDT
 KA1403
 KA1403                          STATION DESCRIPTION
 KA1403
 KA1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1403'STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF MARTINSVILLE, 1/2
 KA1403'MILE WEST-SOUTHWEST OF THE SMALLL VILLAGE OF CLARK CENTER AND
 KA1403'ON SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 40.
 KA1403'
 KA1403'TO REACH THE STATION FROM THE JUNCTION OF CLARK CENTER ROAD AND U.S.
 KA1403'HIGHWAY 40 AT CLARK CENTER, GO WESTERLY ON U.S.  HIGHWAY 40 FOR
 KA1403'0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.05 MILE TO
 KA1403'ANOTHER ROAD LEFT, TURN LEFT AND GO EAST FOR ABOUT 120
 KA1403'FEET TO STATION ON SOUTH SIDE OF ROAD AS DESCRIBED.
 KA1403'
 KA1403'STATION MARK, A STANDARD STATION MARK DISK STAMPED AUBURN 1959, IS
 KA1403'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 KA1403'WITH THE SURFACE OF THE GROUND. THE MARK IS 42 FEET SOUTH OF CENTER OF
 KA1403'GRAVEL ROAD, 19 FEET W. N. W.  OF A TELEPHONE POLE,
 KA1403'7 FEET NORTH OF FENCE AND 6.7 FEET NORTH OF WITNESS POST.
 KA1403'
 KA1403'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED
 KA1403'AUBURN NO 1 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KA1403'POST WHICH PROJECTS ABOUT 1 INCH. THE MARK IS 66 FEET EAST OF
 KA1403'TELEPHONE POLE, 49 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 1
 KA1403'FOOT NORTH OF FENCE.
 KA1403'
 KA1403'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED
 KA1403'AUBURN NO 2 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KA1403'POST WHICH PROJECTS ABOUT 1 INCH. THE MARK IS 56 FEET EAST OF
 KA1403'CENTER OF GRAVEL ROAD, 48 FEET SOUTH OF CENTER OF GRAVEL
 KA1403'ROAD, 38 FEET EAST OF FENCE CORNER AND 1 FOOT NORTH OF FENCE.
 KA1403'
 KA1403'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED AUBURN 1959, IS
 KA1403'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 KA1403'ABOUT 2 INCHES.  THE MARK IS 59.6 FEET NORTH OF DRIVEWAY, 21 FEET WEST
 KA1403'OF CENTER OF GRAVEL ROAD, 1.6 FEET NORTH OF POWER POLE AND 1.6
 KA1403'FEET NORTHEAST OF WITNESS POST.
 KA1403'
 KA1403'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 120 FEET TO
 KA1403'GRAVEL ROAD, TURN LEFT AND GO SOUTH FOR 0.3 MILE TO AZIMUTH MARK
 KA1403'ON WEST SIDE OF ROAD AS DESCRIBED.
 KA1403
 KA1403                          STATION RECOVERY (1960)
 KA1403
 KA1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KA1403'4.8 MI NE FROM MARTINSVILLE.
 KA1403'4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1403'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.05 MILE
 KA1403'SOUTH ON A GRAVEL ROAD TO THE JUNCTION WITH A SERVICE ROAD, 255
 KA1403'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 43 FEET SOUTH
 KA1403'OF THE CENTER LINE OF THE SERVICE ROAD, 137 1/2 FEET EAST OF THE
 KA1403'CENTER LINE OF THE GRAVEL ROAD, 19 FEET WEST OF A TELEPHONE POLE,
 KA1403'120 FEET EAST OF A FENCE CORNER, 7 1/2 FEET NORTH OF A FENCE, 6.7
 KA1403'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 KA1403'OF THE SERVICE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KA1403'WITH THE GROUND.
 KA1403
 KA1403                          STATION RECOVERY (1964)
 KA1403
 KA1403'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964 (DEW)
 KA1403'STATION, RM 1, RM 2 AND AZIMUTH MARK, HAVE BEEN RECOVERED IN GOOD
 KA1403'CONDITION. GRAVEL ROAD MENTIONED IN DESCRIPTION HAS NOW BEEN
 KA1403'OILED.
 KA1403
 KA1403                          STATION RECOVERY (2005)
 KA1403
 KA1403'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1501 ***********************************************************************
 KB1501  DESIGNATION -  AUBURN
 KB1501  PID         -  KB1501
 KB1501  STATE/COUNTY-  IL/SANGAMON
 KB1501  USGS QUAD   -  DIVERNON (1976)
 KB1501
 KB1501                         *CURRENT SURVEY CONTROL
 KB1501  ___________________________________________________________________
 KB1501* NAD 83(1997)-  39 37 04.28306(N)    089 44 54.40560(W)     ADJUSTED  
 KB1501* NAVD 88     -       188.4    (meters)     618.     (feet)  GPS OBS   
 KB1501  ___________________________________________________________________
 KB1501  X           -      21,600.890 (meters)                     COMP
 KB1501  Y           -  -4,919,945.189 (meters)                     COMP
 KB1501  Z           -   4,045,491.330 (meters)                     COMP
 KB1501  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 KB1501  ELLIP HEIGHT-         156.13  (meters)          (02/03/05) GPS OBS
 KB1501  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB1501
 KB1501  HORZ ORDER  -  FIRST
 KB1501  ELLP ORDER  -  FOURTH    CLASS II
 KB1501
 KB1501.The horizontal coordinates were established by GPS observations
 KB1501.and adjusted by the CRAWFORD MURPHY AND TILLY INC in January 2003..
 KB1501
 KB1501.The orthometric height was determined by GPS observations and a
 KB1501.high-resolution geoid model.
 KB1501
 KB1501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1501
 KB1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1501
 KB1501.The ellipsoidal height was determined by GPS observations
 KB1501.and is referenced to NAD 83.
 KB1501
 KB1501.The geoid height was determined by GEOID03.
 KB1501
 KB1501;                    North         East     Units Scale Factor Converg.
 KB1501;SPC IL W     -   327,644.094   735,909.708   MT  0.99995705   +0 16 00.1
 KB1501;SPC IL W     - 1,074,945.67  2,414,397.10   sFT  0.99995705   +0 16 00.1
 KB1501;SPC IL E     -   328,528.573   178,487.849   MT  1.00015672   -0 54 08.9
 KB1501;SPC IL E     - 1,077,847.49    585,588.88   sFT  1.00015672   -0 54 08.9
 KB1501;UTM  16      - 4,388,954.244   264,073.833   MT  1.00028534   -1 45 12.2
 KB1501
 KB1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1501!SPC IL W     -   0.99997551  x   0.99995705  =   0.99993256
 KB1501!SPC IL E     -   0.99997551  x   1.00015672  =   1.00013222
 KB1501!UTM  16      -   0.99997551  x   1.00028534  =   1.00026084
 KB1501
 KB1501:                Primary Azimuth Mark                     Grid Az
 KB1501:SPC IL W     -  CHATHAM MUNICIPAL TANK                   029 56 10.7
 KB1501:SPC IL E     -  CHATHAM MUNICIPAL TANK                   031 06 19.7
 KB1501:UTM  16      -  CHATHAM MUNICIPAL TANK                   031 57 23.0
 KB1501
 KB1501|---------------------------------------------------------------------|
 KB1501| PID    Reference Object                     Distance      Geod. Az  |
 KB1501|                                                           dddmmss.s |
 KB1501| KB1509 CHATHAM MUNICIPAL TANK              APPROX. 7.3 KM 0301210.8 |
 KB1501| CI6657 AUBURN RM 3                          22.132 METERS 03817     |
 KB1501| CI6655 AUBURN RM 1                          22.108 METERS 03819     |
 KB1501| KB1508 AUBURN AZ MK                        APPROX. 0.7 KM 1072851.0 |
 KB1501| KB1503 DIVERNON MUNICIPAL TANK             APPROX.10.0 KM 1273728.5 |
 KB1501| CI6656 AUBURN RM 2                          25.655 METERS 14330     |
 KB1501| KB1502 AUBURN MUNICIPAL TANK               APPROX. 3.1 KM 1701936.3 |
 KB1501| KB1522 NEW BERLIN ST MARYS CATH CH         APPROX.18.2 KM 3110618.2 |
 KB1501|---------------------------------------------------------------------|
 KB1501
 KB1501                          SUPERSEDED SURVEY CONTROL
 KB1501
 KB1501  ELLIP H (01/15/03)  156.16   (m)                       GP(       ) 3 1
 KB1501  NAD 83(1997)-  39 37 04.28358(N)    089 44 54.40610(W) AD(       ) 1
 KB1501  NAD 83(1986)-  39 37 04.29213(N)    089 44 54.39481(W) AD(       ) 1
 KB1501  NAD 27      -  39 37 04.10420(N)    089 44 54.04760(W) AD(       ) 1
 KB1501  NGVD 29 (07/19/86)  187.7    (m)          616.     (f) VERT ANG       
 KB1501
 KB1501.Superseded values are not recommended for survey control.
 KB1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1501.See file dsdata.txt to determine how the superseded data were derived.
 KB1501
 KB1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6407488954(NAD 83)
 KB1501_MARKER: DS = TRIANGULATION STATION DISK
 KB1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1501_STAMPING: AUBURN 1960
 KB1501_MARK LOGO: CGS   
 KB1501_PROJECTION: RECESSED 36 CENTIMETERS
 KB1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1501+STABILITY: SURFACE MOTION
 KB1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1501+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2002
 KB1501
 KB1501  HISTORY     - Date     Condition        Report By
 KB1501  HISTORY     - 1960     MONUMENTED       CGS
 KB1501  HISTORY     - 1968     GOOD             ILDT
 KB1501  HISTORY     - 1975     GOOD             NGS
 KB1501  HISTORY     - 20020611 GOOD             CGS
 KB1501
 KB1501                          STATION DESCRIPTION
 KB1501
 KB1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1501'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF CHATHAM, 2
 KB1501'MILES NORTH OF AUBURN AND AT THE EAST END OF A TRIANGLE
 KB1501'FORMED BY CURVE OF ROAD.
 KB1501'
 KB1501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 104 AND 4,
 KB1501'ABOUT 1/2 MILE WEST OF AUBURN, GO NORTHERLY ON STATE HIGHWAY 4
 KB1501'FOR 1.45 MILES TO A SIDE ROAD LEFT, TURN LEFT, THENCE RIGHT AND GO
 KB1501'NORTH ON OLD BRICK ROAD FOR 0.5 MILE TO FORKS, TAKE THE RIGHT
 KB1501'FORK AND GO NORTHEAST ON OLD BRICK ROAD FOR 0.2 MILE TO THE STATION
 KB1501'ON THE LEFT.
 KB1501'
 KB1501'STATION MARK, A STANDARD TRIANGULATION DISK SET IN TOP OF A 12 INCH
 KB1501'SQUARE CONCRETE POST WHICH IS SET ABOUT 14 INCHES BELOW THE
 KB1501'SURFACE OF THE GROUND AND IS STAMPED AUBURN 1960. THE MARK IS 158
 KB1501'FEET WEST OF THE CENTER OF ROAD FORKS, 43 FEET NORTH OF THE
 KB1501'CENTER OF BRICK ROAD, 31.5 FEET SOUTH OF THE CENTER OF A GRAVELED
 KB1501'ROAD, 74.2 FEET SOUTHWEST OF A WITNESS POST AND 14.5 FEET
 KB1501'WEST OF A 4 INCH SQUARE CONCRETE POST.
 KB1501'
 KB1501'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 KB1501'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 KB1501'GROUND AND IS STAMPED AUBURN NO 1 1960. THE MARK IS 120 FEET
 KB1501'WEST-NORTHWEST OF THE CENTER OF ROAD FORKS, 24.5 FEET NORTH OF
 KB1501'THE CENTER OF A GRAVELED ROAD, 1.7 FEET SOUTHWEST OF A WITNESS POST
 KB1501'AND 1 FOOT SOUTH OF A FENCE.
 KB1501'
 KB1501'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 KB1501'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 KB1501'GROUND AND IS STAMPED AUBURN NO 2 1960. THE MARK IS 136 FEET
 KB1501'SOUTHWEST OF THE CENTER OF ROAD JUNCTION, 40 FEET SOUTH OF
 KB1501'THE CENTER OF BRICK ROAD, 5.5 FEET WEST-SOUTHWEST OF A PIPE LINE
 KB1501'MARKER AND 1 FOOT NORTH OF A FENCE.
 KB1501'
 KB1501'NO AZIMUTH MARK SET. THE ABOVE TANK IS VISIBLE FROM THE GROUND AND
 KB1501'CAN BE USED FOR AN AZIMUTH.
 KB1501'
 KB1501'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KB1501
 KB1501                          STATION RECOVERY (1968)
 KB1501
 KB1501'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1968 (DRR)
 KB1501'AUBURN 1960 CONDITION GOOD.
 KB1501'
 KB1501'AUBURN NO 1 1960 CONDITION GOOD.
 KB1501'
 KB1501'AUBURN NO 2 1960 CONDITION GOOD.
 KB1501'
 KB1501'DESCRIPTION IS CORRECT AND ADEQUATE.
 KB1501
 KB1501                          STATION RECOVERY (1975)
 KB1501
 KB1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1501'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 KB1501'CONDITION.  A DIFFERENCE OF 0.005 METER SHORTER TO REFERENCE MARK 2
 KB1501'WAS NOTED AND VERIFIED.  THE DIRECTION TO REFERENCE MARK 2 COMPARED
 KB1501'FAVORABLY WITH THE 1960 OBSERVATIONS.  REFERENCE MARK 1 WAS FOUND
 KB1501'WITH THE TOP OF THE MONUMENT BROKEN OFF, REFERENCE MARK 3 WAS
 KB1501'ESTABLISHED IN THE SAME MONUMENT.  AN AZIMUTH MARK WAS ESTABLISHED
 KB1501'AT THIS DATE.
 KB1501'
 KB1501'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF CHATHAM, 2
 KB1501'MILES NORTH OF AUBURN, AND AT THE EAST END OF A TRIANGLE FORMED BY
 KB1501'TWO ROADS.
 KB1501'
 KB1501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 104 AND 4,
 KB1501'ABOUT 1/2 MILE WEST OF AUBURN, GO NORTH ON STATE HIGHWAY 4 FOR 1.45
 KB1501'MILES TO A SIDEROAD LEFT.  (TO REACH THE AZIMUTH MARK, CONTINUE
 KB1501'NORTH ON STATE HIGHWAY 4 FOR 0.85 MILE TO THE MARK ON THE LEFT, WEST
 KB1501'SIDE OF THE ROAD.) TURN LEFT THEN RIGHT, AND GO NORTH ON BRICK
 KB1501'ROAD FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK AND GO NORTHEAST ON
 KB1501'BRICK ROAD FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 KB1501'
 KB1501'THE STATION MARK IS A STANDARD DISK STAMPED AUBURN 1960, SET IN THE
 KB1501'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET ABOUT 14 INCHES
 KB1501'BELOW THE SURFACE OF THE GROUND.  IT IS 73.5 FEET SOUTHWEST OF A
 KB1501'METAL WITNESS POST, 44.5 FEET NORTH OF CENTER OF THE BRICK ROAD, AND
 KB1501'31.0 FEET SOUTH OF CENTER OF A PAVED ROAD.
 KB1501'
 KB1501'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AUBURN NO 2 1960, SET
 KB1501'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 KB1501'INCHES.  IT IS 38.5 FEET SOUTH OF THE BRICK ROAD, 7.5 FEET WEST OF
 KB1501'A GAS LINE MARKER WITH SIGN, AND 1 FOOT NORTH OF A FENCE.
 KB1501'
 KB1501'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AUBURN NO 3 1960 1975,
 KB1501'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 KB1501'INCHES.  IT IS 25.0 FEET NORTH OF A PAVED ROAD, 1.5 FEET SOUTH OF
 KB1501'A FENCE, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 KB1501'
 KB1501'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED AUBURN AZ
 KB1501'1960 1975, SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 KB1501'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 60.5 FEET WEST OF
 KB1501'CENTER OF THE HIGHWAY, 27.0 FEET NORTH OF A PAVED ROAD, 2 FEET
 KB1501'NORTH OF A 4X4 INCH CONCRETE POST, AND 2 FEET SOUTH OF A METAL
 KB1501'WITNESS POST.
 KB1501'
 KB1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 KB1501'AUBURN.
 KB1501'
 KB1501'HEIGHT OF LIGHT ABOVE STATION MARK 100.4 FEET.
 KB1501
 KB1501                          STATION RECOVERY (2002)
 KB1501
 KB1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2002 (DSE)
 KB1501'RECOVERED IN GOOD CONDITION
 KB1501'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1508 ***********************************************************************
 KB1508  DESIGNATION -  AUBURN AZ MK
 KB1508  PID         -  KB1508
 KB1508  STATE/COUNTY-  IL/SANGAMON
 KB1508  USGS QUAD   -  DIVERNON (1976)
 KB1508
 KB1508                         *CURRENT SURVEY CONTROL
 KB1508  ___________________________________________________________________
 KB1508* NAD 83(1997)-  39 36 57.80349(N)    089 44 27.80686(W)     ADJUSTED  
 KB1508* NAVD 88     -       186.9    (meters)     613.     (feet)  VERTCON   
 KB1508  ___________________________________________________________________
 KB1508  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 KB1508  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KB1508
 KB1508  HORZ ORDER  -  SECOND
 KB1508
 KB1508.The horizontal coordinates were established by classical geodetic methods
 KB1508.and adjusted by the National Geodetic Survey in October 1999..
 KB1508
 KB1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1508
 KB1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1508
 KB1508.The geoid height was determined by GEOID03.
 KB1508
 KB1508;                    North         East     Units Scale Factor Converg.
 KB1508;SPC IL W     -   327,447.248   736,545.059   MT  0.99995761   +0 16 17.0
 KB1508;SPC IL W     - 1,074,299.85  2,416,481.58   sFT  0.99995761   +0 16 17.0
 KB1508;SPC IL E     -   328,318.762   179,119.176   MT  1.00015483   -0 53 51.8
 KB1508;SPC IL E     - 1,077,159.14    587,660.16   sFT  1.00015483   -0 53 51.8
 KB1508;UTM  16      - 4,388,735.054   264,702.056   MT  1.00028169   -1 44 55.0
 KB1508
 KB1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1508!SPC IL W     -   0.99997573  x   0.99995761  =   0.99993334
 KB1508!SPC IL E     -   0.99997573  x   1.00015483  =   1.00013056
 KB1508!UTM  16      -   0.99997573  x   1.00028169  =   1.00025741
 KB1508
 KB1508|---------------------------------------------------------------------|
 KB1508| PID    Reference Object                     Distance      Geod. Az  |
 KB1508|                                                           dddmmss.s |
 KB1508| KB1507 AUBURN AZ MK A PT 1976                6.249 METERS 16507     |
 KB1508| KB1501 AUBURN                              APPROX. 0.7 KM 2872908.0 |
 KB1508|---------------------------------------------------------------------|
 KB1508
 KB1508                          SUPERSEDED SURVEY CONTROL
 KB1508
 KB1508  NAD 83(1986)-  39 36 57.81206(N)    089 44 27.79557(W) AD(       ) 2
 KB1508  NAD 27      -  39 36 57.62364(N)    089 44 27.44934(W) AD(       ) 2
 KB1508  NGVD 29 (07/19/86)  187.0    (m)          614.     (f) VERT ANG       
 KB1508
 KB1508.Superseded values are not recommended for survey control.
 KB1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1508.See file dsdata.txt to determine how the superseded data were derived.
 KB1508
 KB1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6470288735(NAD 83)
 KB1508_MARKER: DR = REFERENCE MARK DISK
 KB1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1508+STABILITY: SURFACE MOTION
 KB1508
 KB1508  HISTORY     - Date     Condition        Report By
 KB1508  HISTORY     - 1975     MONUMENTED       NGS
 KB1508
 KB1508                          STATION DESCRIPTION
 KB1508
 KB1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1508'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF CHATHAM, 2
 KB1508'MILES NORTH OF AUBURN AND ABOUT 0.25 MILE EAST-SOUTHEAST OF
 KB1508'TRIANGULATION STATION AUBURN 1960.
 KB1508'
 KB1508'STATION IS A STANDARD REFERENCE MARK DISK STAMPED AUBURN 1960
 KB1508'AZ 1975, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 KB1508'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 KB1508'IS 60.5 FEET WEST OF THE CENTERLINE OF HIGHWAY, 27 FEET NORTH
 KB1508'OF APPROXIMATE CENTER OF SURFACED ROAD, 2 FEET NORTH OF A 4X4
 KB1508'INCH CONCRETE POST AND 2 FEET SOUTH OF A METAL WITNESS POST
 KB1508'WITH SIGN ATTACHED.
 KB1508'
 KB1508'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 104 AND 4 ABOUT
 KB1508'1/2 MILE WEST OF AUBURN, GO NORTH ON STATE HIGHWAY 4 FOR 2.3
 KB1508'MILES TO STATION ON THE LEFT, WEST SIDE OF ROAD.
 KB1508'
 KB1508'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AUBURN
 KB1508'1960, DISTANCE BEING 665.177 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1502 ***********************************************************************
 KB1502  DESIGNATION -  AUBURN MUNICIPAL TANK
 KB1502  PID         -  KB1502
 KB1502  STATE/COUNTY-  IL/SANGAMON
 KB1502  USGS QUAD   -  DIVERNON (1976)
 KB1502
 KB1502                         *CURRENT SURVEY CONTROL
 KB1502  ___________________________________________________________________
 KB1502* NAD 83(1997)-  39 35 26.41871(N)    089 44 32.84535(W)     ADJUSTED  
 KB1502* NAVD 88     -                                                        
 KB1502  ___________________________________________________________________
 KB1502  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KB1502  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1502
 KB1502  HORZ ORDER  -  THIRD
 KB1502
 KB1502.The horizontal coordinates were established by classical geodetic methods
 KB1502.and adjusted by the National Geodetic Survey in October 1999..
 KB1502
 KB1502
 KB1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1502
 KB1502.The geoid height was determined by GEOID03.
 KB1502
 KB1502;                    North         East     Units Scale Factor Converg.
 KB1502;SPC IL W     -   324,628.447   736,438.185   MT  0.99995752   +0 16 13.3
 KB1502;SPC IL W     - 1,065,051.83  2,416,130.95   sFT  0.99995752   +0 16 13.3
 KB1502;UTM  16      - 4,385,920.856   264,495.849   MT  1.00028289   -1 44 54.8
 KB1502
 KB1502                          SUPERSEDED SURVEY CONTROL
 KB1502
 KB1502  NAD 83(1986)-  39 35 26.42746(N)    089 44 32.83400(W) AD(       ) 4
 KB1502  NAD 27      -  39 35 26.24500(N)    089 44 32.49300(W) AD(       ) 3
 KB1502
 KB1502.Superseded values are not recommended for survey control.
 KB1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1502.See file dsdata.txt to determine how the superseded data were derived.
 KB1502
 KB1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6449685921(NAD 83)
 KB1502_MARKER: 53 = ELEVATED TANK
 KB1502
 KB1502  HISTORY     - Date     Condition        Report By
 KB1502  HISTORY     - 1960     FIRST OBSERVED   CGS
 KB1502  HISTORY     - 1976     GOOD             NGS
 KB1502
 KB1502                          STATION DESCRIPTION
 KB1502
 KB1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1502'THE STATION IS LOCATED NEAR THE CENTER OF AUBURN, 2 BLOCKS EAST OF
 KB1502'THE CITY SQUARE, 1 BLOCK NORTH OF STATE HIGHWAY 104 AND 1 BLOCK
 KB1502'EAST OF RAILROAD TRACKS.
 KB1502'
 KB1502'THE STATION IS STEEL STRUCTURE WITH OVAL SHAPED TANK SUPPORTED BY 4
 KB1502'LEGS, PAINTED SILVER AND IS APPROXIMATELY 120 FEET HIGH.
 KB1502'
 KB1502'THE POINT INTERSECTED WAS THE BALL ON TOP CENTER.
 KB1502
 KB1502                          STATION RECOVERY (1976)
 KB1502
 KB1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1502'THE AUBURN MUNICIPAL WATER TANK IS LOCATED IN THE SOUTHEAST PART OF
 KB1502'AUBURN, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF WEST MONROE
 KB1502'STREET AND SOUTH SECOND STREET.  IT IS 120 FEET HIGH, SILVER IN
 KB1502'COLOR, WITH BLACK LETTERING AUBURN ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1402 ***********************************************************************
 KA1402  DESIGNATION -  AUBURN RM 1
 KA1402  PID         -  KA1402
 KA1402  STATE/COUNTY-  IL/CLARK
 KA1402  USGS QUAD   -  CLARK CENTER (1984)
 KA1402
 KA1402                         *CURRENT SURVEY CONTROL
 KA1402  ___________________________________________________________________
 KA1402* NAD 83(1986)-  39 21 31.     (N)    087 47 34.     (W)     SCALED    
 KA1402* NAVD 88     -       193.417  (meters)     634.57   (feet)  ADJUSTED  
 KA1402  ___________________________________________________________________
 KA1402  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KA1402  DYNAMIC HT  -         193.306 (meters)     634.20  (feet)  COMP
 KA1402  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 KA1402
 KA1402  VERT ORDER  -  SECOND    CLASS 0
 KA1402
 KA1402.The horizontal coordinates were scaled from a topographic map and have
 KA1402.an estimated accuracy of +/- 6 seconds.
 KA1402
 KA1402.The orthometric height was determined by differential leveling
 KA1402.and adjusted by the National Geodetic Survey in June 1991..
 KA1402
 KA1402.The geoid height was determined by GEOID03.
 KA1402
 KA1402.The dynamic height is computed by dividing the NAVD 88
 KA1402.geopotential number by the normal gravity value computed on the
 KA1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1402.degrees latitude (g = 980.6199 gals.).
 KA1402
 KA1402.The modeled gravity was interpolated from observed gravity values.
 KA1402
 KA1402;                    North         East    Units  Estimated Accuracy
 KA1402;SPC IL E     -   298,930.      346,590.      MT  (+/- 180 meters Scaled)
 KA1402
 KA1402                          SUPERSEDED SURVEY CONTROL
 KA1402
 KA1402  NGVD 29 (??/??/92)  193.493  (m)          634.82   (f) ADJ UNCH    2 0
 KA1402
 KA1402.Superseded values are not recommended for survey control.
 KA1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1402.See file dsdata.txt to determine how the superseded data were derived.
 KA1402
 KA1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ316568(NAD 83)
 KA1402_MARKER: DR = REFERENCE MARK DISK
 KA1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1402_STAMPING: AUBURN NO 1 1959
 KA1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1402+STABILITY: SURFACE MOTION
 KA1402
 KA1402  HISTORY     - Date     Condition        Report By
 KA1402  HISTORY     - 1959     MONUMENTED       CGS
 KA1402  HISTORY     - 1960     GOOD             NGS
 KA1402  HISTORY     - 20050208 MARK NOT FOUND   ILDT
 KA1402
 KA1402                          STATION DESCRIPTION
 KA1402
 KA1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1402'4.8 MI NE FROM MARTINSVILLE.
 KA1402'4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1402'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.05 MILE
 KA1402'SOUTH ALONG A GRAVEL ROAD TO THE JUNCTION WITH A SERVICE ROAD,
 KA1402'261 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 49 1/2 FEET
 KA1402'SOUTH OF THE CENTER LINE OF THE SERVICE ROAD, 66 FEET EAST OF A
 KA1402'TELEPHONE POLE, 221 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD
 KA1402'SOUTH, 83.8 FEET EAST OF TRIANGULATION STATION AUBURN, 84.0 FEET
 KA1402'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE SERVICE ROAD,
 KA1402'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KA1402
 KA1402                          STATION RECOVERY (2005)
 KA1402
 KA1402'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1404 ***********************************************************************
 KA1404  DESIGNATION -  AUBURN RM 2
 KA1404  PID         -  KA1404
 KA1404  STATE/COUNTY-  IL/CLARK
 KA1404  USGS QUAD   -  CLARK CENTER (1984)
 KA1404
 KA1404                         *CURRENT SURVEY CONTROL
 KA1404  ___________________________________________________________________
 KA1404* NAD 83(1986)-  39 21 31.     (N)    087 47 34.     (W)     SCALED    
 KA1404* NAVD 88     -       193.812  (meters)     635.86   (feet)  ADJUSTED  
 KA1404  ___________________________________________________________________
 KA1404  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KA1404  DYNAMIC HT  -         193.701 (meters)     635.50  (feet)  COMP
 KA1404  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 KA1404
 KA1404  VERT ORDER  -  SECOND    CLASS 0
 KA1404
 KA1404.The horizontal coordinates were scaled from a topographic map and have
 KA1404.an estimated accuracy of +/- 6 seconds.
 KA1404
 KA1404.The orthometric height was determined by differential leveling
 KA1404.and adjusted by the National Geodetic Survey in June 1991..
 KA1404
 KA1404.The geoid height was determined by GEOID03.
 KA1404
 KA1404.The dynamic height is computed by dividing the NAVD 88
 KA1404.geopotential number by the normal gravity value computed on the
 KA1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1404.degrees latitude (g = 980.6199 gals.).
 KA1404
 KA1404.The modeled gravity was interpolated from observed gravity values.
 KA1404
 KA1404;                    North         East    Units  Estimated Accuracy
 KA1404;SPC IL E     -   298,930.      346,590.      MT  (+/- 180 meters Scaled)
 KA1404
 KA1404                          SUPERSEDED SURVEY CONTROL
 KA1404
 KA1404  NGVD 29 (??/??/92)  193.888  (m)          636.11   (f) ADJ UNCH    2 0
 KA1404
 KA1404.Superseded values are not recommended for survey control.
 KA1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1404.See file dsdata.txt to determine how the superseded data were derived.
 KA1404
 KA1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ316568(NAD 83)
 KA1404_MARKER: DR = REFERENCE MARK DISK
 KA1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1404_STAMPING: AUBURN NO 2 1959
 KA1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1404+STABILITY: SURFACE MOTION
 KA1404
 KA1404  HISTORY     - Date     Condition        Report By
 KA1404  HISTORY     - 1959     MONUMENTED       CGS
 KA1404  HISTORY     - 1960     GOOD             NGS
 KA1404  HISTORY     - 20050208 MARK NOT FOUND   ILDT
 KA1404
 KA1404                          STATION DESCRIPTION
 KA1404
 KA1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1404'4.8 MI NE FROM MARTINSVILLE.
 KA1404'4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1404'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.05 MILE
 KA1404'SOUTH ALONG A GRAVEL ROAD TO THE JUNCTION OF A SERVICE ROAD, 261
 KA1404'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 49 1/2 FEET SOUTH
 KA1404'OF THE CENTER LINE OF THE SERVICE ROAD, 56 FEET EAST OF THE CENTER
 KA1404'LINE OF THE GRAVEL ROAD, 38 1/2 FEET EAST OF A TELEPHONE POLE,
 KA1404'38 1/2 FEET EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE,
 KA1404'81.1 FEET WEST OF TRIANGULATION STATION AUBURN, 80.5 FEET WEST OF
 KA1404'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE SERVICE
 KA1404'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KA1404
 KA1404                          STATION RECOVERY (2005)
 KA1404
 KA1404'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0753 ***********************************************************************
 LD0753  CBN         -  This is a Cooperative Base Network Control Station.
 LD0753  DESIGNATION -  AUGUSTA
 LD0753  PID         -  LD0753
 LD0753  STATE/COUNTY-  IL/SCHUYLER
 LD0753  USGS QUAD   -  AUGUSTA (1981)
 LD0753
 LD0753                         *CURRENT SURVEY CONTROL
 LD0753  ___________________________________________________________________
 LD0753* NAD 83(1997)-  40 13 33.91734(N)    090 52 42.68880(W)     ADJUSTED  
 LD0753* NAVD 88     -       199.9    (meters)     656.     (feet)  GPS OBS   
 LD0753  ___________________________________________________________________
 LD0753  X           -     -74,771.627 (meters)                     COMP
 LD0753  Y           -  -4,876,087.220 (meters)                     COMP
 LD0753  Z           -   4,097,292.292 (meters)                     COMP
 LD0753  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 LD0753  ELLIP HEIGHT-         166.84  (meters)          (09/15/03) GPS OBS
 LD0753  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0753
 LD0753  HORZ ORDER  -  A
 LD0753  ELLP ORDER  -  FOURTH    CLASS I
 LD0753
 LD0753.The horizontal coordinates were established by GPS observations
 LD0753.and adjusted by the National Geodetic Survey in September 2003..
 LD0753
 LD0753.The orthometric height was determined by GPS observations and a
 LD0753.high-resolution geoid model.
 LD0753
 LD0753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0753
 LD0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0753
 LD0753.The ellipsoidal height was determined by GPS observations
 LD0753.and is referenced to NAD 83.
 LD0753
 LD0753.The geoid height was determined by GEOID03.
 LD0753
 LD0753;                    North         East     Units Scale Factor Converg.
 LD0753;SPC IL W     -   395,333.487   639,415.958   MT  0.99998634   -0 27 35.0
 LD0753;SPC IL W     - 1,297,023.28  2,097,817.19   sFT  0.99998634   -0 27 35.0
 LD0753;UTM  15      - 4,455,009.846   680,496.775   MT  1.00000106   +1 22 13.5
 LD0753
 LD0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0753!SPC IL W     -   0.99997383  x   0.99998634  =   0.99996017
 LD0753!UTM  15      -   0.99997383  x   1.00000106  =   0.99997489
 LD0753
 LD0753:                Primary Azimuth Mark                     Grid Az
 LD0753:SPC IL W     -  MACOMB W ILL STC HEAT PLT STK            032 30 16.6
 LD0753:UTM  15      -  MACOMB W ILL STC HEAT PLT STK            030 40 28.1
 LD0753
 LD0753|---------------------------------------------------------------------|
 LD0753| PID    Reference Object                     Distance      Geod. Az  |
 LD0753|                                                           dddmmss.s |
 LD0753| LD0746 MACOMB W ILL STC HEAT PLT STK       APPROX.31.4 KM 0320241.6 |
 LD0753| LD0747 MACOMB W STONEWARE CO STACK         APPROX.30.0 KM 0320948.3 |
 LD0753| LD0745 MACOMB MUNICIPAL TANK               APPROX.32.5 KM 0325858.1 |
 LD0753| CL8849 AUGUSTA RM 1                         62.706 METERS 09001     |
 LD0753| LD0752 POST                                APPROX.16.3 KM 2033009.8 |
 LD0753| CL8850 AUGUSTA RM 2                         64.636 METERS 27000     |
 LD0753| CL8851 AUGUSTA RM 3                         64.651 METERS 27002     |
 LD0753| CL8848 AUGUSTA AZ MK                                      2703539.1 |
 LD0753|---------------------------------------------------------------------|
 LD0753
 LD0753                          SUPERSEDED SURVEY CONTROL
 LD0753
 LD0753  NAD 83(1997)-  40 13 33.91647(N)    090 52 42.68417(W) AD(       ) 1
 LD0753  NAD 83(1997)-  40 13 33.91655(N)    090 52 42.68429(W) AD(       ) 1
 LD0753  NAD 83(1986)-  40 13 33.92952(N)    090 52 42.68400(W) AD(       ) 1
 LD0753  NAD 27      -  40 13 33.76600(N)    090 52 42.20700(W) AD(       ) 1
 LD0753
 LD0753.Superseded values are not recommended for survey control.
 LD0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0753.See file dsdata.txt to determine how the superseded data were derived.
 LD0753
 LD0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE8049755010(NAD 83)
 LD0753_MARKER: DS = TRIANGULATION STATION DISK
 LD0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0753_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0753+STABILITY: SURFACE MOTION
 LD0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0753+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 LD0753
 LD0753  HISTORY     - Date     Condition        Report By
 LD0753  HISTORY     - 1934     MONUMENTED       CGS
 LD0753  HISTORY     - 1973     GOOD             USGS
 LD0753  HISTORY     - 1975     GOOD             NGS
 LD0753  HISTORY     - 20020819 GOOD             NGS
 LD0753
 LD0753                          STATION DESCRIPTION
 LD0753
 LD0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0753'STATION IS ABOUT 6.2 MILES BY ROAD W OF THE TOWN OF BROOKLYN,
 LD0753'15.55 MILES W OF THE JUNCTION OF U.S. HIGHWAY 67 AND STATE
 LD0753'HIGHWAY 101, 4.0 MILES E OF THE TOWN OF AUGUSTA, ON THE S SIDE
 LD0753'OF THE RIGHT-OF-WAY OF STATE HIGHWAY 101.  THE LAND TO THE N AND
 LD0753'S IS OWNED BY MR. HAWKINS, WHO LIVES ABOUT 175 PACES ENE OF THE
 LD0753'STATION.  THE MARK IS 3 FEET N OF THE FENCE LINE, 36-1/2 FEET
 LD0753'S OF CENTER LINE OF STATE HIGHWAY 101, AND IS FLUSH WITH THE
 LD0753'GROUND.
 LD0753'
 LD0753'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE HIGHWAY
 LD0753'101, GO W FOR 15.55 MILES TO THE STATION ON THE S SIDE OF THE
 LD0753'ROAD, ON STATE HIGHWAY 101.
 LD0753'
 LD0753'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LD0753'BRONZE DISKS SET IN CONCRETE.
 LD0753'
 LD0753'REFERENCE MARK NO. 1 IS E OF THE STATION, 110 FEET W OF HIGHWAY
 LD0753'CULVERT, 4 FEET N OF FENCE LINE, 36 FEET S OF THE CENTER LINE
 LD0753'OF STATE HIGHWAY 101, AND PROJECTS 3 INCHES.  THE DISTANCE
 LD0753'BETWEEN REFERENCE MARK NO. 1 AND HIGHWAY RIGHT-OF-WAY MARKER
 LD0753'IS 215.70 FEET.  REFERENCE MARK NO. 2 IS W OF THE STATION, 225
 LD0753'FEET E OF CROSS ROAD, 36-1/2 FEET S OF THE CENTER LINE OF STATE
 LD0753'HIGHWAY 101, 2-1/2 FEET N OF FENCE LINE, AND PROJECTS 10
 LD0753'INCHES.  THE DISTANCE BETWEEN REFERENCE MARK NO. 2 AND HIGHWAY
 LD0753'RIGHT-OF-WAY MARKER IS 228.54 FEET.
 LD0753'
 LD0753'HIGHWAY RIGHT-OF-WAY MARKER IS N OF THE STATION, 1 FOOT S OF
 LD0753'FENCE LINE, AND PROJECTS ABOUT 1 FOOT.
 LD0753'
 LD0753'AZIMUTH MARK IS W OF THE STATION, 33 FEET S OF THE CENTER LINE
 LD0753'OF STATE HIGHWAY 101, 1 FOOT N OF FENCE LINE, 75 FEET E OF HIGHWAY
 LD0753'CULVERT, AND PROJECTS 3 INCHES.
 LD0753
 LD0753                          STATION RECOVERY (1973)
 LD0753
 LD0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0753'STATION, R.M. 1, AND AZ. MK. FOUND IN GOOD CONDITION.  AZ. MK.
 LD0753'IS NEARLY OBSCURED BY TREES AND THE CAP IS KNOCKED OFF R.M. 2.
 LD0753'
 LD0753'DIRECTIONS AND DISTANCES CHECKED OK.
 LD0753'
 LD0753'DESCRIPTION IS ADEQUATE.
 LD0753
 LD0753                          STATION RECOVERY (1975)
 LD0753
 LD0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LD0753'THE STATION MARK, RM 1 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LD0753'CONDITION.  REFERENCE MARK 2 WAS RECOVERED DESTROYED AND RM 3 WAS
 LD0753'SET AT THIS TIME.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE
 LD0753'STATION MARK.  THE DISTANCE TO RM 1 WAS VERIFIED.
 LD0753'
 LD0753'THE STATION IS LOCATED ON ROAD-RIGHT-OF-WAY.  359 FEET EAST OF A
 LD0753'NORTH-SOUTH GRAVELED ROAD, 35 FEET SOUTH OF THE CENTERLINE OF STATE
 LD0753'HIGHWAY 101, 4 FEET NORTH OF A FENCELINE AND 1 FOOT NORTH OF A
 LD0753'METAL WITNESS POST.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE
 LD0753'DISK IS STAMPED AUGUSTA 1934.
 LD0753'
 LD0753'TO REACH THE STATION FROM THE POST OFFICE IN AUGUSTA, GO EAST ON
 LD0753'STATE HIGHWAY 101 FOR 2.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 LD0753'CONTINUE AHEAD FOR 1.0 MILE TO A SMALL RISE AND THE STATION ON THE
 LD0753'RIGHT AS DESCRIBED.
 LD0753'
 LD0753'REFERENCE MARK 1 IS 163 FEET WEST OF THE WEST END OF A CONCRETE
 LD0753'CULVERT, 35 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 101, 5 FEET
 LD0753'NORTH OF A FENCE LINE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 LD0753'MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LD0753'AUGUSTA NO 1 1934.
 LD0753'
 LD0753'REFERENCE MARK 3 IS 147 FEET EAST OF THE NORTH-SOUTH GRAVELED ROAD,
 LD0753'36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 101, 3 FEET NORTH OF A
 LD0753'FENCELINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 LD0753'PROJECTS 3 INCHES AND THE DISK IS STAMPED AUGUSTA NO 3 1934 1975.
 LD0753'
 LD0753'AZIMUTH MARK IS 68 FEET EAST OF THE EAST END OF A CONCRETE CULVERT,
 LD0753'39 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 101, 3 FEET NORTH OF A
 LD0753'FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT IS
 LD0753'FLUSH WITH THE GROUND SURFACE AND THE DISK IS STAMPED AUGUSTA 1934
 LD0753'AZIMUTH.
 LD0753'
 LD0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 LD0753'WEST OF BROOKLYN.
 LD0753
 LD0753                          STATION RECOVERY (2002)
 LD0753
 LD0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BD)
 LD0753'RECOVERED AS DESCRIBED
 LD0753'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1910 ***********************************************************************
 JB1910  DESIGNATION -  AULD
 JB1910  PID         -  JB1910
 JB1910  STATE/COUNTY-  IL/WASHINGTON
 JB1910  USGS QUAD   -  OAKDALE (1964)
 JB1910
 JB1910                         *CURRENT SURVEY CONTROL
 JB1910  ___________________________________________________________________
 JB1910* NAD 83(1997)-  38 15 58.25837(N)    089 32 20.46575(W)     ADJUSTED  
 JB1910* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 JB1910  ___________________________________________________________________
 JB1910  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JB1910  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 JB1910
 JB1910  HORZ ORDER  -  FIRST
 JB1910
 JB1910.The horizontal coordinates were established by classical geodetic methods
 JB1910.and adjusted by the National Geodetic Survey in October 1999..
 JB1910
 JB1910.The orthometric height was scaled from a topographic map.
 JB1910
 JB1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1910
 JB1910.The geoid height was determined by GEOID03.
 JB1910
 JB1910;                    North         East     Units Scale Factor Converg.
 JB1910;SPC IL W     -   177,700.461   754,925.073   MT  0.99997832   +0 23 19.4
 JB1910;SPC IL W     -   583,005.60  2,476,783.34   sFT  0.99997832   +0 23 19.4
 JB1910;UTM  16      - 4,238,398.453   277,872.042   MT  1.00020770   -1 34 23.1
 JB1910
 JB1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1910!SPC IL W     -   0.99997678  x   0.99997832  =   0.99995510
 JB1910!UTM  16      -   0.99997678  x   1.00020770  =   1.00018447
 JB1910
 JB1910|---------------------------------------------------------------------|
 JB1910| PID    Reference Object                     Distance      Geod. Az  |
 JB1910|                                                           dddmmss.s |
 JB1910| CI2906 AULD RM 1                            72.570 METERS 20647     |
 JB1910| CI2907 AULD RM 2                           APPROX. 0.8 KM 2815143.3 |
 JB1910| JB1915 VENNEDY                             APPROX.17.4 KM 3265101.3 |
 JB1910|---------------------------------------------------------------------|
 JB1910
 JB1910                          SUPERSEDED SURVEY CONTROL
 JB1910
 JB1910  NAD 83(1986)-  38 15 58.27452(N)    089 32 20.46553(W) AD(       ) 1
 JB1910  NAD 27      -  38 15 58.09200(N)    089 32 20.13600(W) AD(       ) 1
 JB1910
 JB1910.Superseded values are not recommended for survey control.
 JB1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1910.See file dsdata.txt to determine how the superseded data were derived.
 JB1910
 JB1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7787238398(NAD 83)
 JB1910_MARKER: DS = TRIANGULATION STATION DISK
 JB1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1910
 JB1910  HISTORY     - Date     Condition        Report By
 JB1910  HISTORY     - 1930     MONUMENTED       CGS
 JB1910  HISTORY     - 1967     GOOD             CGS
 JB1910
 JB1910                          STATION DESCRIPTION
 JB1910
 JB1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 JB1910'ABOUT 14 MILES SOUTHWEST OF NASHVILLE AND 2.25 MILES WEST OF OAKDALE,
 JB1910'IN SEC 16, T 3 S,
 JB1910'R 4 W, ON LAND OWNED BY MRS BELLE AULD AND OCCUPIED
 JB1910'BY HAROLD AULD.
 JB1910'
 JB1910'TO REACH FROM OAKDALE TAKE ROAD THAT JOGS SOUTH ABOUT 100 YARDS AFTER
 JB1910'CROSSING RAILROAD
 JB1910'TRACKS, AND PROCEED WEST AND NORTHWEST 2.2 MILES TO
 JB1910'LANE LEADING SOUTH, THIS ROAD IS
 JB1910'KNOWN AS ELKHORN ROAD.  TURN SOUTH
 JB1910'AND GO DOWN LANE 0.2 MILE TO THE AULD PLACE ON WEST
 JB1910'SIDE OF ROAD, THE
 JB1910'BUILDINGS BEING ON TOP OF A SMALL KNOLL.  STATION MARK IS IN SMALL
 JB1910'LOT NORTH OF
 JB1910'HOUSE, 6.8 METERS WEST OF WEST GARDEN FENCE, 10.3 METERS
 JB1910'SOUTH BY WEST OF CENTER OF
 JB1910'WELL, 13.9 METERS EAST BY NORTHEAST OF
 JB1910'NORTHEAST CORNER OF CHICKEN HOUSE.
 JB1910'
 JB1910'REFERENCE MARK NO 1 IS ABOUT 40 METERS SOUTHWEST OF HOUSE, 12.5
 JB1910'METERS EAST OF
 JB1910'SOUTHERLY ONE OF THREE APPLE TREES AND 1 FOOT NORTH OF
 JB1910'WIRE FENCE.
 JB1910'
 JB1910'REFERENCE MARK NO 2 IS IN FENCE LINE ALONG WEST SIDE OF SECOND FIELD
 JB1910'TO WEST, ABOUT 0.5
 JB1910'MILE AND 2 METERS SOUTH OF A LONE 16-INCH TREE
 JB1910'WEST BY NORTH OF STATION.
 JB1910'
 JB1910'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 JB1910'
 JB1910'HEIGHT OF TELESCOPE ABOVE STATION MARK - 28 METERS.
 JB1910
 JB1910                          STATION RECOVERY (1967)
 JB1910
 JB1910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HMA)
 JB1910'THE STATION AND ALL OTHER MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1367 ***********************************************************************
 MF1367  DESIGNATION -  AURORA
 MF1367  PID         -  MF1367
 MF1367  STATE/COUNTY-  IL/KANE
 MF1367  USGS QUAD   -  AURORA SOUTH (1993)
 MF1367
 MF1367                         *CURRENT SURVEY CONTROL
 MF1367  ___________________________________________________________________
 MF1367* NAD 83(1997)-  41 44 52.35749(N)    088 17 20.29196(W)     ADJUSTED  
 MF1367* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 MF1367  ___________________________________________________________________
 MF1367  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MF1367  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1367
 MF1367  HORZ ORDER  -  THIRD
 MF1367
 MF1367.The horizontal coordinates were established by classical geodetic methods
 MF1367.and adjusted by the National Geodetic Survey in October 1999..
 MF1367
 MF1367.The orthometric height was scaled from a topographic map.
 MF1367
 MF1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1367
 MF1367.The geoid height was determined by GEOID03.
 MF1367
 MF1367;                    North         East     Units Scale Factor Converg.
 MF1367;SPC IL E     -   564,100.757   303,689.918   MT  0.99997517   +0 01 46.3
 MF1367;SPC IL E     - 1,850,720.57    996,356.01   sFT  0.99997517   +0 01 46.3
 MF1367;UTM  16      - 4,622,586.681   392,829.184   MT  0.99974134   -0 51 30.1
 MF1367
 MF1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1367!SPC IL E     -   0.99997053  x   0.99997517  =   0.99994570
 MF1367!UTM  16      -   0.99997053  x   0.99974134  =   0.99971188
 MF1367
 MF1367|---------------------------------------------------------------------|
 MF1367| PID    Reference Object                     Distance      Geod. Az  |
 MF1367|                                                           dddmmss.s |
 MF1367| MF1366 AURORA MUNICIPAL TANK 1956           16.992 METERS 03541     |
 MF1367| MF1365 OSWEGO                              APPROX. 7.1 KM 1702925.5 |
 MF1367| CI6659 AURORA RM 1                          23.658 METERS 17044     |
 MF1367| CI6658 AURORA AZ MK                                       1803503.5 |
 MF1367| CI6660 AURORA RM 2                          19.380 METERS 25531     |
 MF1367| MF1370 AURORA RADIO STATION WMRO MAST      APPROX. 2.9 KM 2732904.3 |
 MF1367|---------------------------------------------------------------------|
 MF1367
 MF1367                          SUPERSEDED SURVEY CONTROL
 MF1367
 MF1367  NAD 83(1997)-  41 44 52.35992(N)    088 17 20.29349(W) AD(       ) 3
 MF1367  NAD 83(1986)-  41 44 52.36069(N)    088 17 20.30300(W) AD(       ) 3
 MF1367  NAD 27      -  41 44 52.25280(N)    088 17 20.05220(W) AD(       ) 3
 MF1367
 MF1367.Superseded values are not recommended for survey control.
 MF1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1367.See file dsdata.txt to determine how the superseded data were derived.
 MF1367
 MF1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9282922587(NAD 83)
 MF1367_MARKER: DS = TRIANGULATION STATION DISK
 MF1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1367
 MF1367  HISTORY     - Date     Condition        Report By
 MF1367  HISTORY     - 1956     MONUMENTED       CGS
 MF1367  HISTORY     - 1970     GOOD             NGS
 MF1367  HISTORY     - 19890908 MARK NOT FOUND   USPSQD
 MF1367  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF1367
 MF1367                          STATION DESCRIPTION
 MF1367
 MF1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1367'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE CITY
 MF1367'OF AURORA, ABOUT 0.05 MILE SOUTHWEST OF THE INTERSECTION OF HILL
 MF1367'AVENUE (U.S. HIGHWAY 30) AND NORTH AVENUE.  IT IS UNDER THE SOUTH
 MF1367'EDGE OF THE CATWALK AROUND THE AURORA MUNICIPAL WATER TANK, 77
 MF1367'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK
 MF1367'BUILDING, 69 FEET NORTHEAST OF A FENCE CORNER AND 16 FEET
 MF1367'NORTH OF A WIRE FENCE AND A WHITE WITNESS POST.  THE MARK
 MF1367'IS FLUSH AND THE DISK IS STAMPED AURORA 1956.
 MF1367'
 MF1367'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON U.S.
 MF1367'HIGHWAY 30 FOR 0.3 MILE TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT
 MF1367'AND GO WEST FOR 0.05 MILE TO A LONG BRICK BUILDING ON THE RIGHT
 MF1367'AND THE MARK ON THE RIGHT AS DESCRIBED.
 MF1367'
 MF1367'REFERENCE MARK 1 IS 1 FOOT WEST OF THE NORTHWEST CORNER OF A
 MF1367'LARGE CONCRETE BLOCK BUILDING.  THE MARK IS FLUSH AND THE DISK
 MF1367'IS STAMPED AURORA NO 1 1956.
 MF1367'
 MF1367'REFERENCE MARK 2 IS 6 FEET EAST OF THE SOUTHWEST CORNER OF A
 MF1367'HIGH WIRE FENCE AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 MF1367'IS FLUSH AND THE DISK IS STAMPED AURORA NO 2 1956.
 MF1367'
 MF1367'THE AZIMUTH MARK IS 33 FEET NORTHEAST OF THE EAST ENTRANCE
 MF1367'OF A LONG BRICK BUILDING, 14 FEET NORTHEAST OF THE NORTHEAST
 MF1367'CORNER OF THE BUILDING AND 1 FOOT WEST OF THE NORTHWEST CORNER
 MF1367'OF THE PARKING LOT.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MF1367'IS STAMPED AURORA 1956.
 MF1367'
 MF1367'NOTE--THE STATION WAS OCCUPIED FROM A FOUR FOOT WOOD STAND
 MF1367'SET ON THE CAT WALK OF THE WATER TANK DIRECTLY OVER THE
 MF1367'STATION MARK.
 MF1367'
 MF1367'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 MF1367
 MF1367                          STATION RECOVERY (1970)
 MF1367
 MF1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1367'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND
 MF1367'IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY AN
 MF1367'ADDITION TO A CLUB HOUSE AND THE DISK WAS SALVAGED.  THE LINE
 MF1367'OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY A NEW BULDING
 MF1367'AND THERE WAS NO OBJECT VISIBLE FROM WHICH TO SET A NEW AZIMUTH
 MF1367'MARK FROM NOR WAS THERE A PLACE HAD THERE BEEN.  REFERENCE
 MF1367'MARK 1 WAS OBSTRUCTED BY A SEMI-TRAILER (UNHOOKED) AND THE
 MF1367'STATION WAS NOT OCCUPIED.
 MF1367'
 MF1367'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AURORA
 MF1367
 MF1367                          STATION RECOVERY (1989)
 MF1367
 MF1367'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 MF1367'MARK NOT FOUND.
 MF1367
 MF1367                          STATION RECOVERY (1998)
 MF1367
 MF1367'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0021 ***********************************************************************
 MF0021  DESIGNATION -  AURORA 1934
 MF0021  PID         -  MF0021
 MF0021  STATE/COUNTY-  IL/KANE
 MF0021  USGS QUAD   -  AURORA NORTH (1993)
 MF0021
 MF0021                         *CURRENT SURVEY CONTROL
 MF0021  ___________________________________________________________________
 MF0021* NAD 83(1986)-  41 45 22.     (N)    088 19 01.     (W)     SCALED    
 MF0021* NAVD 88     -       194.365  (meters)     637.68   (feet)  ADJUSTED  
 MF0021  ___________________________________________________________________
 MF0021  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0021  DYNAMIC HT  -         194.298 (meters)     637.46  (feet)  COMP
 MF0021  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 MF0021
 MF0021  VERT ORDER  -  SECOND    CLASS 0
 MF0021
 MF0021.The horizontal coordinates were scaled from a topographic map and have
 MF0021.an estimated accuracy of +/- 6 seconds.
 MF0021
 MF0021.The orthometric height was determined by differential leveling
 MF0021.and adjusted by the National Geodetic Survey in June 1991..
 MF0021
 MF0021.The geoid height was determined by GEOID03.
 MF0021
 MF0021.The dynamic height is computed by dividing the NAVD 88
 MF0021.geopotential number by the normal gravity value computed on the
 MF0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0021.degrees latitude (g = 980.6199 gals.).
 MF0021
 MF0021.The modeled gravity was interpolated from observed gravity values.
 MF0021
 MF0021;                    North         East    Units  Estimated Accuracy
 MF0021;SPC IL E     -   565,010.      301,360.      MT  (+/- 180 meters Scaled)
 MF0021
 MF0021                          SUPERSEDED SURVEY CONTROL
 MF0021
 MF0021  NGVD 29 (??/??/92)  194.44   (m)          637.9    (f) COMPUTED    2 0
 MF0021
 MF0021.Superseded values are not recommended for survey control.
 MF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0021.See file dsdata.txt to determine how the superseded data were derived.
 MF0021
 MF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM905235(NAD 83)
 MF0021_MARKER: DB = BENCH MARK DISK
 MF0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0021_STAMPING: AURORA-1934
 MF0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0021+STABILITY: SURFACE MOTION
 MF0021
 MF0021  HISTORY     - Date     Condition        Report By
 MF0021  HISTORY     - 1934     MONUMENTED       CGS
 MF0021  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MF0021  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF0021
 MF0021                          STATION DESCRIPTION
 MF0021
 MF0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0021'AT AURORA.
 MF0021'AT THE PUBLIC LIBRARY ON STOLPH AVENUE AND HOLBROOK STREET, 12
 MF0021'FEET NORTH, THENCE 5 FEET WEST OF THE FRONT (NORTH) ENTRANCE, 3
 MF0021'FEET SOUTH OF SIDEWALK, 4 INCHES ABOVE THE GROUND.
 MF0021
 MF0021                          STATION RECOVERY (1989)
 MF0021
 MF0021'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 MF0021'MARK NOT FOUND.
 MF0021
 MF0021                          STATION RECOVERY (1998)
 MF0021
 MF0021'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1398 ***********************************************************************
 MF1398  DESIGNATION -  AURORA AUSTIN WESTERN CO TANK
 MF1398  PID         -  MF1398
 MF1398  STATE/COUNTY-  IL/KANE
 MF1398  USGS QUAD   -  AURORA NORTH (1993)
 MF1398
 MF1398                         *CURRENT SURVEY CONTROL
 MF1398  ___________________________________________________________________
 MF1398* NAD 83(1997)-  41 46 07.58343(N)    088 16 47.46157(W)     ADJUSTED  
 MF1398* NAVD 88     -                                                        
 MF1398  ___________________________________________________________________
 MF1398  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 MF1398  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1398
 MF1398  HORZ ORDER  -  THIRD
 MF1398
 MF1398.The horizontal coordinates were established by classical geodetic methods
 MF1398.and adjusted by the National Geodetic Survey in October 1999..
 MF1398
 MF1398
 MF1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1398
 MF1398.The geoid height was determined by GEOID03.
 MF1398
 MF1398;                    North         East     Units Scale Factor Converg.
 MF1398;SPC IL E     -   566,422.030   304,446.993   MT  0.99997524   +0 02 08.3
 MF1398;SPC IL E     - 1,858,336.28    998,839.84   sFT  0.99997524   +0 02 08.3
 MF1398;UTM  16      - 4,624,895.399   393,621.960   MT  0.99973925   -0 51 09.4
 MF1398
 MF1398                          SUPERSEDED SURVEY CONTROL
 MF1398
 MF1398  NAD 83(1997)-  41 46 07.58571(N)    088 16 47.46200(W) AD(       ) 4
 MF1398  NAD 83(1986)-  41 46 07.58622(N)    088 16 47.47197(W) AD(       ) 4
 MF1398  NAD 27      -  41 46 07.48000(N)    088 16 47.22200(W) AD(       ) 3
 MF1398
 MF1398.Superseded values are not recommended for survey control.
 MF1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1398.See file dsdata.txt to determine how the superseded data were derived.
 MF1398
 MF1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9362224895(NAD 83)
 MF1398_MARKER: 53 = ELEVATED TANK
 MF1398
 MF1398  HISTORY     - Date     Condition        Report By
 MF1398  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1398  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 MF1398  HISTORY     - 19980506 GOOD             USPSQD
 MF1398
 MF1398                          STATION DESCRIPTION
 MF1398
 MF1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1398'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 MF1398'AUSTIN WESTERN COMPANY LOCATED AT THE NORTH SIDE OF THE COMPANY
 MF1398'BUILDINGS AT THE INTERSECTION OF PLAIN AND FARNSWORTH AVENUES
 MF1398'IN THE NORTHEAST EDGE OF AURORA.  IT IS A STEEL TANK SUPPORTED
 MF1398'BY A FOUR-LEGGED STEEL STRUCTURE AND IS PAINTED SILVER.  THE
 MF1398'HEIGHT IS ABOUT 100 FEET.
 MF1398
 MF1398                          STATION RECOVERY (1997)
 MF1398
 MF1398'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1398'MARK NOT FOUND.
 MF1398
 MF1398                          STATION RECOVERY (1998)
 MF1398
 MF1398'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1403 ***********************************************************************
 MF1403  DESIGNATION -  AURORA BARBER GREENE CO TANK
 MF1403  PID         -  MF1403
 MF1403  STATE/COUNTY-  IL/KANE
 MF1403  USGS QUAD   -  AURORA NORTH (1993)
 MF1403
 MF1403                         *CURRENT SURVEY CONTROL
 MF1403  ___________________________________________________________________
 MF1403* NAD 83(1997)-  41 45 54.58898(N)    088 19 54.63840(W)     ADJUSTED  
 MF1403* NAVD 88     -                                                        
 MF1403  ___________________________________________________________________
 MF1403  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MF1403  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1403
 MF1403  HORZ ORDER  -  THIRD
 MF1403
 MF1403.The horizontal coordinates were established by classical geodetic methods
 MF1403.and adjusted by the National Geodetic Survey in October 1999..
 MF1403
 MF1403
 MF1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1403
 MF1403.The geoid height was determined by GEOID03.
 MF1403
 MF1403;                    North         East     Units Scale Factor Converg.
 MF1403;SPC IL E     -   566,019.748   300,123.842   MT  0.99997500   +0 00 03.6
 MF1403;SPC IL E     - 1,857,016.46    984,656.30   sFT  0.99997500   +0 00 03.6
 MF1403;UTM  16      - 4,624,560.259   389,294.088   MT  0.99975081   -0 53 13.9
 MF1403
 MF1403                          SUPERSEDED SURVEY CONTROL
 MF1403
 MF1403  NAD 83(1997)-  41 45 54.59130(N)    088 19 54.64043(W) AD(       ) 4
 MF1403  NAD 83(1986)-  41 45 54.59167(N)    088 19 54.64903(W) AD(       ) 4
 MF1403  NAD 27      -  41 45 54.48700(N)    088 19 54.38800(W) AD(       ) 3
 MF1403
 MF1403.Superseded values are not recommended for survey control.
 MF1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1403.See file dsdata.txt to determine how the superseded data were derived.
 MF1403
 MF1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8929424560(NAD 83)
 MF1403_MARKER: 53 = ELEVATED TANK
 MF1403
 MF1403  HISTORY     - Date     Condition        Report By
 MF1403  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1403  HISTORY     - 19971001 GOOD             USPSQD
 MF1403  HISTORY     - 19980506 POOR             USPSQD
 MF1403
 MF1403                          STATION DESCRIPTION
 MF1403
 MF1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1403'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 MF1403'THE BARBER-GREENE COMPANY LOCATED SOUTH OF THE COMPANY BUILDINGS
 MF1403'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF RUSSEL AVENUE
 MF1403'AND WEST PARK AVENUE IN THE NORTHWEST SECTION OF AURORA.  IT
 MF1403'IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED, TUBULAR STEEL
 MF1403'STRUCTURE AND IS PAINTED SILVER WITH THE COMPANY EMBLEM IN
 MF1403'GREEN AND THE COMPANY NAME IN WHITE PAINTED ON THE EAST AND
 MF1403'WEST SIDES.  THE HEIGHT IS ABOUT 100 FEET.
 MF1403
 MF1403                          STATION RECOVERY (1997)
 MF1403
 MF1403'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1403'RECOVERED IN GOOD CONDITION.
 MF1403
 MF1403                          STATION RECOVERY (1998)
 MF1403
 MF1403'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1403'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1364 ***********************************************************************
 MF1364  DESIGNATION -  AURORA EAST HIGH SCHOOL STACK
 MF1364  PID         -  MF1364
 MF1364  STATE/COUNTY-  IL/KANE
 MF1364  USGS QUAD   -  AURORA SOUTH (1993)
 MF1364
 MF1364                         *CURRENT SURVEY CONTROL
 MF1364  ___________________________________________________________________
 MF1364* NAD 83(1997)-  41 44 40.04555(N)    088 17 44.74971(W)     ADJUSTED  
 MF1364* NAVD 88     -                                                        
 MF1364  ___________________________________________________________________
 MF1364  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MF1364  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1364
 MF1364  HORZ ORDER  -  THIRD
 MF1364
 MF1364.The horizontal coordinates were established by classical geodetic methods
 MF1364.and adjusted by the National Geodetic Survey in October 1999..
 MF1364
 MF1364
 MF1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1364
 MF1364.The geoid height was determined by GEOID03.
 MF1364
 MF1364;                    North         East     Units Scale Factor Converg.
 MF1364;SPC IL E     -   563,720.645   303,125.008   MT  0.99997512   +0 01 30.1
 MF1364;SPC IL E     - 1,849,473.48    994,502.63   sFT  0.99997512   +0 01 30.1
 MF1364;UTM  16      - 4,622,215.455   392,258.586   MT  0.99974285   -0 51 46.1
 MF1364
 MF1364                          SUPERSEDED SURVEY CONTROL
 MF1364
 MF1364  NAD 83(1997)-  41 44 40.04717(N)    088 17 44.75087(W) AD(       ) 4
 MF1364  NAD 83(1986)-  41 44 40.04854(N)    088 17 44.76045(W) AD(       ) 4
 MF1364  NAD 27      -  41 44 39.94500(N)    088 17 44.51100(W) AD(       ) 3
 MF1364
 MF1364.Superseded values are not recommended for survey control.
 MF1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1364.See file dsdata.txt to determine how the superseded data were derived.
 MF1364
 MF1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9225922215(NAD 83)
 MF1364_MARKER: 63 = STACK
 MF1364
 MF1364  HISTORY     - Date     Condition        Report By
 MF1364  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1364  HISTORY     - 19971001 GOOD             USPSQD
 MF1364  HISTORY     - 19980506 GOOD             USPSQD
 MF1364  HISTORY     - 20060715 GOOD             USGSNP
 MF1364
 MF1364                          STATION DESCRIPTION
 MF1364
 MF1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1364'THE STATION IS THE CENTER OF THE TOP OF THE HEATING PLANT
 MF1364'STACK OF EAST HIGH SCHOOL LOCATED AT THE SOUTH SIDE OF THE
 MF1364'SCHOOL BUILDING IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 MF1364'OF FIFTH AVENUE AND SOUTH SMITH STREET IN THE SOUTHEAST SECTION
 MF1364'OF AURORA.  IT IS A SQUARE, RED BRICK STRUCTURE 126 FEET HIGH.
 MF1364
 MF1364                          STATION RECOVERY (1997)
 MF1364
 MF1364'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1364'RECOVERED IN GOOD CONDITION.
 MF1364
 MF1364                          STATION RECOVERY (1998)
 MF1364
 MF1364'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1364'RECOVERED IN GOOD CONDITION.
 MF1364
 MF1364                          STATION RECOVERY (2006)
 MF1364
 MF1364'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 MF1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1405 ***********************************************************************
 MF1405  DESIGNATION -  AURORA LELAND HOTEL CHIMNEY
 MF1405  PID         -  MF1405
 MF1405  STATE/COUNTY-  IL/KANE
 MF1405  USGS QUAD   -  AURORA NORTH (1993)
 MF1405
 MF1405                         *CURRENT SURVEY CONTROL
 MF1405  ___________________________________________________________________
 MF1405* NAD 83(1997)-  41 45 29.12979(N)    088 18 55.73140(W)     ADJUSTED  
 MF1405* NAVD 88     -                                                        
 MF1405  ___________________________________________________________________
 MF1405  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MF1405  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1405
 MF1405  HORZ ORDER  -  THIRD
 MF1405
 MF1405.The horizontal coordinates were established by classical geodetic methods
 MF1405.and adjusted by the National Geodetic Survey in October 1999..
 MF1405
 MF1405
 MF1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1405
 MF1405.The geoid height was determined by GEOID03.
 MF1405
 MF1405;                    North         East     Units Scale Factor Converg.
 MF1405;SPC IL E     -   565,234.444   301,484.636   MT  0.99997503   +0 00 42.8
 MF1405;SPC IL E     - 1,854,440.01    989,120.84   sFT  0.99997503   +0 00 42.8
 MF1405;UTM  16      - 4,623,754.138   390,642.242   MT  0.99974716   -0 52 34.2
 MF1405
 MF1405                          SUPERSEDED SURVEY CONTROL
 MF1405
 MF1405  NAD 83(1997)-  41 45 29.13186(N)    088 18 55.73299(W) AD(       ) 4
 MF1405  NAD 83(1986)-  41 45 29.13244(N)    088 18 55.74175(W) AD(       ) 4
 MF1405  NAD 27      -  41 45 29.02800(N)    088 18 55.48600(W) AD(       ) 3
 MF1405
 MF1405.Superseded values are not recommended for survey control.
 MF1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1405.See file dsdata.txt to determine how the superseded data were derived.
 MF1405
 MF1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9064223754(NAD 83)
 MF1405_MARKER: 85 = CHIMNEY
 MF1405
 MF1405  HISTORY     - Date     Condition        Report By
 MF1405  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1405  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 MF1405  HISTORY     - 19980506 GOOD             USPSQD
 MF1405
 MF1405                          STATION DESCRIPTION
 MF1405
 MF1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1405'THE STATION IS THE CENTER OF THE TOP OF THE CHIMNEY OF THE
 MF1405'LELAND HOTEL LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION
 MF1405'OF MAIN STREET AND IOWA STREET IN THE DOWNTOWN SECTION OF
 MF1405'AURORA.  IT IS A SQUARE BRICK CHIMNEY RISING ABOVE A PENTHOUSE
 MF1405'STRUCTURE AT THE SOUTHWEST CORNER OF THE BRICK HOTEL BUILDING.
 MF1405'THE TOTAL HEIGHT ABOVE THE GROUND IS 318 FEET.
 MF1405
 MF1405                          STATION RECOVERY (1997)
 MF1405
 MF1405'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1405'MARK NOT FOUND.
 MF1405
 MF1405                          STATION RECOVERY (1998)
 MF1405
 MF1405'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1393 ***********************************************************************
 MF1393  DESIGNATION -  AURORA MICROWAVE TOWER KSF 92
 MF1393  PID         -  MF1393
 MF1393  STATE/COUNTY-  IL/KANE
 MF1393  USGS QUAD   -  AURORA NORTH (1993)
 MF1393
 MF1393                         *CURRENT SURVEY CONTROL
 MF1393  ___________________________________________________________________
 MF1393* NAD 83(1997)-  41 46 21.58614(N)    088 16 26.95988(W)     ADJUSTED  
 MF1393* NAVD 88     -                                                        
 MF1393  ___________________________________________________________________
 MF1393  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MF1393  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1393
 MF1393  HORZ ORDER  -  THIRD
 MF1393
 MF1393.The horizontal coordinates were established by classical geodetic methods
 MF1393.and adjusted by the National Geodetic Survey in October 1999..
 MF1393
 MF1393
 MF1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1393
 MF1393.The geoid height was determined by GEOID03.
 MF1393
 MF1393;                    North         East     Units Scale Factor Converg.
 MF1393;SPC IL E     -   566,854.347   304,920.216   MT  0.99997530   +0 02 21.9
 MF1393;SPC IL E     - 1,859,754.64  1,000,392.41   sFT  0.99997530   +0 02 21.9
 MF1393;UTM  16      - 4,625,320.227   394,101.715   MT  0.99973800   -0 50 56.0
 MF1393
 MF1393                          SUPERSEDED SURVEY CONTROL
 MF1393
 MF1393  NAD 83(1997)-  41 46 21.58852(N)    088 16 26.96014(W) AD(       ) 4
 MF1393  NAD 83(1986)-  41 46 21.58899(N)    088 16 26.97026(W) AD(       ) 4
 MF1393  NAD 27      -  41 46 21.48400(N)    088 16 26.72100(W) AD(       ) 3
 MF1393
 MF1393.Superseded values are not recommended for survey control.
 MF1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1393.See file dsdata.txt to determine how the superseded data were derived.
 MF1393
 MF1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9410225320(NAD 83)
 MF1393_MARKER: 45 = MICROWAVE TOWER
 MF1393
 MF1393  HISTORY     - Date     Condition        Report By
 MF1393  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1393  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 MF1393  HISTORY     - 19980506 GOOD             USPSQD
 MF1393  HISTORY     - 20060715 GOOD             USGSNP
 MF1393
 MF1393                          STATION DESCRIPTION
 MF1393
 MF1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1393'THE STATION IS THE CENTER OF THE TOP OF THE RELAY BOOSTER TOWER
 MF1393'OF THE NATURAL GAS PIPELINE COMPANY OF AMERICA AND THE
 MF1393'TEXAS-ILLINOIS NATURAL GAS PIPELINE COMPANY LOCATED JUST WEST OF THE
 MF1393'BURLINGTON RAILROAD REPAIR SHOP IN THE NORTHEAST EDGE OF
 MF1393'AURORA.  IT IS A FOUR-LEGGED, SELF-SUPPORTING STEEL
 MF1393'STRUCTURE PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 MF1393'WHITE.  THE HEIGHT IS ABOUT 100 FEET AND THERE ARE THREE
 MF1393'LARGE, GRID REFLECTORS AT THE TOP.
 MF1393
 MF1393                          STATION RECOVERY (1997)
 MF1393
 MF1393'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1393'MARK NOT FOUND.
 MF1393
 MF1393                          STATION RECOVERY (1998)
 MF1393
 MF1393'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1393'RECOVERED IN GOOD CONDITION.
 MF1393
 MF1393                          STATION RECOVERY (2006)
 MF1393
 MF1393'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 MF1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1366 ***********************************************************************
 MF1366  DESIGNATION -  AURORA MUNICIPAL TANK 1956
 MF1366  PID         -  MF1366
 MF1366  STATE/COUNTY-  IL/KANE
 MF1366  USGS QUAD   -  AURORA SOUTH (1993)
 MF1366
 MF1366                         *CURRENT SURVEY CONTROL
 MF1366  ___________________________________________________________________
 MF1366* NAD 83(1997)-  41 44 52.80489(N)    088 17 19.86306(W)     ADJUSTED  
 MF1366* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 MF1366  ___________________________________________________________________
 MF1366  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 MF1366  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1366
 MF1366  HORZ ORDER  -  THIRD
 MF1366
 MF1366.The horizontal coordinates were established by classical geodetic methods
 MF1366.and adjusted by the National Geodetic Survey in October 1999..
 MF1366
 MF1366.The orthometric height was scaled from a topographic map.
 MF1366
 MF1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1366
 MF1366.The geoid height was determined by GEOID03.
 MF1366
 MF1366;                    North         East     Units Scale Factor Converg.
 MF1366;SPC IL E     -   564,114.565   303,699.820   MT  0.99997517   +0 01 46.6
 MF1366;SPC IL E     - 1,850,765.87    996,388.49   sFT  0.99997517   +0 01 46.6
 MF1366;UTM  16      - 4,622,600.330   392,839.297   MT  0.99974131   -0 51 29.8
 MF1366
 MF1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1366!SPC IL E     -   0.99997053  x   0.99997517  =   0.99994570
 MF1366!UTM  16      -   0.99997053  x   0.99974131  =   0.99971185
 MF1366
 MF1366                          SUPERSEDED SURVEY CONTROL
 MF1366
 MF1366  NAD 83(1997)-  41 44 52.80732(N)    088 17 19.86460(W) AD(       ) 4
 MF1366  NAD 83(1986)-  41 44 52.80809(N)    088 17 19.87411(W) AD(       ) 4
 MF1366  NAD 27      -  41 44 52.70000(N)    088 17 19.62300(W) AD(       ) 3
 MF1366
 MF1366.Superseded values are not recommended for survey control.
 MF1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1366.See file dsdata.txt to determine how the superseded data were derived.
 MF1366
 MF1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9283922600(NAD 83)
 MF1366_MARKER: 53 = ELEVATED TANK
 MF1366
 MF1366  HISTORY     - Date     Condition        Report By
 MF1366  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1366  HISTORY     - 19971001 GOOD             USPSQD
 MF1366  HISTORY     - 19980506 GOOD             USPSQD
 MF1366  HISTORY     - 20060715 GOOD             USGSNP
 MF1366
 MF1366                          STATION DESCRIPTION
 MF1366
 MF1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1366'THE STATION IS THE CENTER OF THE STANDPIPE OF THE AURORA
 MF1366'MUNICIPAL WATER TANK, LOCATED IN THE SOUTHEAST SECTION OF THE
 MF1366'CITY OF AURORA, AT THE INTERSECTION OF HILL AVENUE WITH NORTH
 MF1366'AVENUE.  IT IS A STEEL TANK SUPPORTED BY A THIRTY-TWO LEGGED
 MF1366'STEEL STRUCTURE, PAINTED GREY WITH THE NAME AURORA PAINTED
 MF1366'ON THE SOUTH SIDE IN BLACK LETTERS.  IT IS ABOUT 150 FEET HIGH.
 MF1366'
 MF1366'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION AURORA.
 MF1366'THE DISTANCE IS 16.992 METERS, 55.75 FEET, NORTH.
 MF1366
 MF1366                          STATION RECOVERY (1997)
 MF1366
 MF1366'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1366'RECOVERED IN GOOD CONDITION.
 MF1366
 MF1366                          STATION RECOVERY (1998)
 MF1366
 MF1366'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1366'RECOVERED IN GOOD CONDITION.
 MF1366
 MF1366                          STATION RECOVERY (2006)
 MF1366
 MF1366'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 MF1366'TANK IS NOW PAINTED BLUE WITH THE NAME AURORA IN WHITE LETTERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1390 ***********************************************************************
 MF1390  DESIGNATION -  AURORA PUB SERV CO TALL STK
 MF1390  PID         -  MF1390
 MF1390  STATE/COUNTY-  IL/KANE
 MF1390  USGS QUAD   -  AURORA NORTH (1993)
 MF1390
 MF1390                         *CURRENT SURVEY CONTROL
 MF1390  ___________________________________________________________________
 MF1390* NAD 83(1997)-  41 45 17.05095(N)    088 19 08.01398(W)     ADJUSTED  
 MF1390* NAVD 88     -                                                        
 MF1390  ___________________________________________________________________
 MF1390  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 MF1390  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1390
 MF1390  HORZ ORDER  -  THIRD
 MF1390
 MF1390.The horizontal coordinates were established by classical geodetic methods
 MF1390.and adjusted by the National Geodetic Survey in October 1999..
 MF1390
 MF1390
 MF1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1390
 MF1390.The geoid height was determined by GEOID03.
 MF1390
 MF1390;                    North         East     Units Scale Factor Converg.
 MF1390;SPC IL E     -   564,861.739   301,200.965   MT  0.99997502   +0 00 34.6
 MF1390;SPC IL E     - 1,853,217.22    988,190.17   sFT  0.99997502   +0 00 34.6
 MF1390;UTM  16      - 4,623,385.958   390,352.894   MT  0.99974794   -0 52 42.2
 MF1390
 MF1390                          SUPERSEDED SURVEY CONTROL
 MF1390
 MF1390  NAD 83(1997)-  41 45 17.05293(N)    088 19 08.01571(W) AD(       ) 4
 MF1390  NAD 83(1986)-  41 45 17.05366(N)    088 19 08.02438(W) AD(       ) 4
 MF1390  NAD 27      -  41 45 16.94900(N)    088 19 07.76700(W) AD(       ) 3
 MF1390
 MF1390.Superseded values are not recommended for survey control.
 MF1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1390.See file dsdata.txt to determine how the superseded data were derived.
 MF1390
 MF1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9035323386(NAD 83)
 MF1390_MARKER: 63 = STACK
 MF1390
 MF1390  HISTORY     - Date     Condition        Report By
 MF1390  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1390  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 MF1390  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF1390
 MF1390                          STATION DESCRIPTION
 MF1390
 MF1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1390'THE STATION IS THE CENTER OF THE TOP OF THE TALLEST AND
 MF1390'LARGEST ONE OF THREE STACKS LOCATED AT THE POWER PLANT OF THE
 MF1390'PUBLIC SERVICE COMPANY OF NORTHERN ILLINOIS AT 145 STONE
 MF1390'AVENUE ON THE WEST SIDE OF THE FOX RIVER IN THE WEST-CENTRAL
 MF1390'SECTION OF AURORA.  IT IS A CONCRETE STRUCTURE 225 FEET HIGH.
 MF1390
 MF1390                          STATION RECOVERY (1997)
 MF1390
 MF1390'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1390'MARK NOT FOUND.
 MF1390
 MF1390                          STATION RECOVERY (1998)
 MF1390
 MF1390'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1370 ***********************************************************************
 MF1370  DESIGNATION -  AURORA RADIO STATION WMRO MAST
 MF1370  PID         -  MF1370
 MF1370  STATE/COUNTY-  IL/KANE
 MF1370  USGS QUAD   -  AURORA SOUTH (1993)
 MF1370
 MF1370                         *CURRENT SURVEY CONTROL
 MF1370  ___________________________________________________________________
 MF1370* NAD 83(1997)-  41 44 58.13046(N)    088 19 27.32154(W)     ADJUSTED  
 MF1370* NAVD 88     -                                                        
 MF1370  ___________________________________________________________________
 MF1370  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MF1370  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1370
 MF1370  HORZ ORDER  -  THIRD
 MF1370
 MF1370.The horizontal coordinates were established by classical geodetic methods
 MF1370.and adjusted by the National Geodetic Survey in October 1999..
 MF1370
 MF1370
 MF1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1370
 MF1370.The geoid height was determined by GEOID03.
 MF1370
 MF1370;                    North         East     Units Scale Factor Converg.
 MF1370;SPC IL E     -   564,277.951   300,754.989   MT  0.99997501   +0 00 21.8
 MF1370;SPC IL E     - 1,851,301.91    986,726.99   sFT  0.99997501   +0 00 21.8
 MF1370;UTM  16      - 4,622,809.282   389,898.028   MT  0.99974917   -0 52 54.8
 MF1370
 MF1370                          SUPERSEDED SURVEY CONTROL
 MF1370
 MF1370  NAD 83(1997)-  41 44 58.13282(N)    088 19 27.32353(W) AD(       ) 4
 MF1370  NAD 83(1986)-  41 44 58.13360(N)    088 19 27.33221(W) AD(       ) 4
 MF1370  NAD 27      -  41 44 58.02600(N)    088 19 27.07500(W) AD(       ) 3
 MF1370
 MF1370.Superseded values are not recommended for survey control.
 MF1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1370.See file dsdata.txt to determine how the superseded data were derived.
 MF1370
 MF1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8989822809(NAD 83)
 MF1370_MARKER: 42 = RADIO/TV MAST
 MF1370
 MF1370  HISTORY     - Date     Condition        Report By
 MF1370  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1370  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 MF1370  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF1370
 MF1370                          STATION DESCRIPTION
 MF1370
 MF1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1370'THE STATION IS THE CENTER OF THE TOP OF THE RADIO MAST OF STATION
 MF1370'WMRO LOCATED ON A SMALL ISLAND IN THE FOX RIVER JUST SOUTH
 MF1370'OF A LARGE GASOLINE STORAGE TANK IN THE SOUTHWEST SECTION OF
 MF1370'AURORA.  IT IS A UNIFORM CROSS-SECTION STEEL MAST SUPPORTED
 MF1370'BY GUY WIRES AND PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 MF1370'WHITE.  THE HEIGHT IS ABOUT 146 FEET.
 MF1370
 MF1370                          STATION RECOVERY (1997)
 MF1370
 MF1370'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1370'MARK NOT FOUND.
 MF1370
 MF1370                          STATION RECOVERY (1998)
 MF1370
 MF1370'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0022 ***********************************************************************
 MF0022  DESIGNATION -  AURORA RESET 1950
 MF0022  PID         -  MF0022
 MF0022  STATE/COUNTY-  IL/KANE
 MF0022  USGS QUAD   -  AURORA NORTH (1993)
 MF0022
 MF0022                         *CURRENT SURVEY CONTROL
 MF0022  ___________________________________________________________________
 MF0022* NAD 83(1986)-  41 45 22.     (N)    088 19 01.     (W)     SCALED    
 MF0022* NAVD 88     -       194.52   (+/-2cm)     638.2    (feet)  VERTCON   
 MF0022  ___________________________________________________________________
 MF0022  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0022
 MF0022  VERT ORDER  -  THIRD (See Below)
 MF0022
 MF0022.The horizontal coordinates were scaled from a topographic map and have
 MF0022.an estimated accuracy of +/- 6 seconds.
 MF0022
 MF0022.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF0022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF0022.The vertical order pertains to the NGVD 29 superseded value.
 MF0022
 MF0022.The geoid height was determined by GEOID03.
 MF0022
 MF0022;                    North         East    Units  Estimated Accuracy
 MF0022;SPC IL E     -   565,010.      301,360.      MT  (+/- 180 meters Scaled)
 MF0022
 MF0022                          SUPERSEDED SURVEY CONTROL
 MF0022
 MF0022  NGVD 29 (??/??/??)  194.59   (m)          638.4    (f) RESET       3  
 MF0022
 MF0022.Superseded values are not recommended for survey control.
 MF0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0022.See file dsdata.txt to determine how the superseded data were derived.
 MF0022
 MF0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM905235(NAD 83)
 MF0022_MARKER: DD = SURVEY DISK
 MF0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0022_SP_SET: STEP
 MF0022_STAMPING: 638.423 AURORA RESET 1950
 MF0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0022
 MF0022  HISTORY     - Date     Condition        Report By
 MF0022  HISTORY     - 1950     MONUMENTED       NM0030
 MF0022  HISTORY     - 1950     GOOD             NGS
 MF0022  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MF0022  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF0022
 MF0022                          STATION DESCRIPTION
 MF0022
 MF0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MF0022'AT AURORA.
 MF0022'AT AURORA, AT THE INTERSECTION OF STOLP AVENUE AND HOLLBROOK
 MF0022'STREET, AT THE PUBLIC LIBRARY, IN THE WEST END OF THE STEPS AT
 MF0022'THE MAIN ENTRANCE, IN THE GRANITE SILL, 0.7 FOOT EAST OF THE WEST
 MF0022'END, AND 0.5 FOOT SOUTH OF THE NORTH EDGE.
 MF0022
 MF0022                          STATION RECOVERY (1989)
 MF0022
 MF0022'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 MF0022'MARK NOT FOUND.
 MF0022
 MF0022                          STATION RECOVERY (1998)
 MF0022
 MF0022'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1397 ***********************************************************************
 MF1397  DESIGNATION -  AURORA ST MICHAELS CATH CH
 MF1397  PID         -  MF1397
 MF1397  STATE/COUNTY-  IL/KANE
 MF1397  USGS QUAD   -  AURORA NORTH (1993)
 MF1397
 MF1397                         *CURRENT SURVEY CONTROL
 MF1397  ___________________________________________________________________
 MF1397* NAD 83(1997)-  41 46 05.22764(N)    088 18 15.41539(W)     ADJUSTED  
 MF1397* NAVD 88     -                                                        
 MF1397  ___________________________________________________________________
 MF1397  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 MF1397  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1397
 MF1397  HORZ ORDER  -  THIRD
 MF1397
 MF1397.The horizontal coordinates were established by classical geodetic methods
 MF1397.and adjusted by the National Geodetic Survey in October 1999..
 MF1397
 MF1397
 MF1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1397
 MF1397.The geoid height was determined by GEOID03.
 MF1397
 MF1397;                    North         East     Units Scale Factor Converg.
 MF1397;SPC IL E     -   566,348.375   302,415.579   MT  0.99997507   +0 01 09.7
 MF1397;SPC IL E     - 1,858,094.63    992,175.11   sFT  0.99997507   +0 01 09.7
 MF1397;UTM  16      - 4,624,853.254   391,590.122   MT  0.99974462   -0 52 08.0
 MF1397
 MF1397                          SUPERSEDED SURVEY CONTROL
 MF1397
 MF1397  NAD 83(1997)-  41 46 05.23000(N)    088 18 15.41663(W) AD(       ) 4
 MF1397  NAD 83(1986)-  41 46 05.23030(N)    088 18 15.42566(W) AD(       ) 4
 MF1397  NAD 27      -  41 46 05.12600(N)    088 18 15.17300(W) AD(       ) 3
 MF1397
 MF1397.Superseded values are not recommended for survey control.
 MF1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1397.See file dsdata.txt to determine how the superseded data were derived.
 MF1397
 MF1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9159024853(NAD 83)
 MF1397_MARKER: 90 = CHURCH SPIRE
 MF1397
 MF1397  HISTORY     - Date     Condition        Report By
 MF1397  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1397  HISTORY     - 19971001 GOOD             USPSQD
 MF1397  HISTORY     - 19980506 GOOD             USPSQD
 MF1397  HISTORY     - 20060715 GOOD             USGSNP
 MF1397
 MF1397                          STATION DESCRIPTION
 MF1397
 MF1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1397'THE STATION IS THE CENTER OF THE BASE OF A GOLD COLORED CROSS
 MF1397'AT THE TOP OF THE SPIRE OF THE ST. MICHAELS CATHOLIC CHURCH
 MF1397'LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF NORTH
 MF1397'LINCOLN AVENUE AND PIERCE STREET IN THE NORTHEAST SECTION OF
 MF1397'AURORA.  IT IS A RED TILE COVERED SPIRE TRIMMED IN GREEN AND
 MF1397'RISING ABOVE A RED BRICK CLOCKTOWER.  THE HEIGHT IS ABOUT 110
 MF1397'FEET.
 MF1397
 MF1397                          STATION RECOVERY (1997)
 MF1397
 MF1397'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1397'RECOVERED IN GOOD CONDITION.
 MF1397
 MF1397                          STATION RECOVERY (1998)
 MF1397
 MF1397'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1397'RECOVERED IN GOOD CONDITION.
 MF1397
 MF1397                          STATION RECOVERY (2006)
 MF1397
 MF1397'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 MF1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1402 ***********************************************************************
 MF1402  DESIGNATION -  AURORA ST NICHOLAS CATH CH
 MF1402  PID         -  MF1402
 MF1402  STATE/COUNTY-  IL/KANE
 MF1402  USGS QUAD   -  AURORA NORTH (1993)
 MF1402
 MF1402                         *CURRENT SURVEY CONTROL
 MF1402  ___________________________________________________________________
 MF1402* NAD 83(1997)-  41 45 40.79515(N)    088 18 10.79788(W)     ADJUSTED  
 MF1402* NAVD 88     -                                                        
 MF1402  ___________________________________________________________________
 MF1402  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 MF1402  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1402
 MF1402  HORZ ORDER  -  THIRD
 MF1402
 MF1402.The horizontal coordinates were established by classical geodetic methods
 MF1402.and adjusted by the National Geodetic Survey in October 1999..
 MF1402
 MF1402
 MF1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1402
 MF1402.The geoid height was determined by GEOID03.
 MF1402
 MF1402;                    North         East     Units Scale Factor Converg.
 MF1402;SPC IL E     -   565,594.630   302,522.495   MT  0.99997508   +0 01 12.7
 MF1402;SPC IL E     - 1,855,621.72    992,525.89   sFT  0.99997508   +0 01 12.7
 MF1402;UTM  16      - 4,624,098.115   391,685.319   MT  0.99974437   -0 52 04.5
 MF1402
 MF1402                          SUPERSEDED SURVEY CONTROL
 MF1402
 MF1402  NAD 83(1997)-  41 45 40.79730(N)    088 18 10.79912(W) AD(       ) 4
 MF1402  NAD 83(1986)-  41 45 40.79784(N)    088 18 10.80827(W) AD(       ) 4
 MF1402  NAD 27      -  41 45 40.69300(N)    088 18 10.55600(W) AD(       ) 3
 MF1402
 MF1402.Superseded values are not recommended for survey control.
 MF1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1402.See file dsdata.txt to determine how the superseded data were derived.
 MF1402
 MF1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9168524098(NAD 83)
 MF1402_MARKER: 90 = CHURCH SPIRE
 MF1402
 MF1402  HISTORY     - Date     Condition        Report By
 MF1402  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1402  HISTORY     - 19971001 GOOD             USPSQD
 MF1402  HISTORY     - 19980506 GOOD             USPSQD
 MF1402  HISTORY     - 20060715 GOOD             USGSNP
 MF1402
 MF1402                          STATION DESCRIPTION
 MF1402
 MF1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1402'THE STATION IS THE CENTER OF A GOLD COLORED CROSS AT THE TOP OF
 MF1402'THE SPIRE OF THE ST. NICHOLAS CATHOLIC CHURCH LOCATED AT THE
 MF1402'NORTHWEST CORNER OF THE INTERSECTION OF HIGH AND LIBERTY STREETS
 MF1402'IN THE EAST-CENTRAL SECTION OF AURORA.  IT IS A GRAY, SLATE
 MF1402'COVERED SPIRE RISING ABOUT 125 FEET ABOVE THE SOUTHEAST CORNER
 MF1402'OF THE RED BRICK CHURCH BUILDING.
 MF1402
 MF1402                          STATION RECOVERY (1997)
 MF1402
 MF1402'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1402'RECOVERED IN GOOD CONDITION.
 MF1402
 MF1402                          STATION RECOVERY (1998)
 MF1402
 MF1402'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1402'RECOVERED IN GOOD CONDITION.
 MF1402
 MF1402                          STATION RECOVERY (2006)
 MF1402
 MF1402'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 MF1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1400 ***********************************************************************
 MF1400  DESIGNATION -  AURORA ST PAULS LUTH CH SPIRE
 MF1400  PID         -  MF1400
 MF1400  STATE/COUNTY-  IL/KANE
 MF1400  USGS QUAD   -  AURORA NORTH (1993)
 MF1400
 MF1400                         *CURRENT SURVEY CONTROL
 MF1400  ___________________________________________________________________
 MF1400* NAD 83(1997)-  41 45 05.12905(N)    088 18 26.08218(W)     ADJUSTED  
 MF1400* NAVD 88     -                                                        
 MF1400  ___________________________________________________________________
 MF1400  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MF1400  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1400
 MF1400  HORZ ORDER  -  THIRD
 MF1400
 MF1400.The horizontal coordinates were established by classical geodetic methods
 MF1400.and adjusted by the National Geodetic Survey in October 1999..
 MF1400
 MF1400
 MF1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1400
 MF1400.The geoid height was determined by GEOID03.
 MF1400
 MF1400;                    North         East     Units Scale Factor Converg.
 MF1400;SPC IL E     -   564,494.157   302,169.771   MT  0.99997506   +0 01 02.5
 MF1400;SPC IL E     - 1,852,011.25    991,368.66   sFT  0.99997506   +0 01 02.5
 MF1400;UTM  16      - 4,623,003.494   391,315.668   MT  0.99974536   -0 52 14.1
 MF1400
 MF1400                          SUPERSEDED SURVEY CONTROL
 MF1400
 MF1400  NAD 83(1997)-  41 45 05.13087(N)    088 18 26.08357(W) AD(       ) 4
 MF1400  NAD 83(1986)-  41 45 05.13162(N)    088 18 26.09246(W) AD(       ) 4
 MF1400  NAD 27      -  41 45 05.03100(N)    088 18 25.84400(W) AD(       ) 3
 MF1400
 MF1400.Superseded values are not recommended for survey control.
 MF1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1400.See file dsdata.txt to determine how the superseded data were derived.
 MF1400
 MF1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9131623003(NAD 83)
 MF1400_MARKER: 90 = CHURCH SPIRE
 MF1400
 MF1400  HISTORY     - Date     Condition        Report By
 MF1400  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1400  HISTORY     - 19971001 GOOD             USPSQD
 MF1400  HISTORY     - 19980506 GOOD             USPSQD
 MF1400  HISTORY     - 20060715 GOOD             USGSNP
 MF1400
 MF1400                          STATION DESCRIPTION
 MF1400
 MF1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1400'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE OF THE
 MF1400'ST. PAULS LUTHERAN CHURCH LOCATED AT THE SOUTHEAST CORNER OF
 MF1400'THE INTERSECTION OF JACKSON AND BENTON STREETS IN THE SOUTHEAST
 MF1400'SECTION OF AURORA.  IT IS A WOOD SPIRE ROOFED WITH METAL ROOFING
 MF1400'AND IS PAINTED BLUE-GREEN.  THE SPIRE RISES ABOUT 110 FEET
 MF1400'ABOVE THE NORTH ENTRANCE TO THE BRICK CHURCH BUILDING.
 MF1400
 MF1400                          STATION RECOVERY (1997)
 MF1400
 MF1400'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1400'RECOVERED IN GOOD CONDITION.
 MF1400
 MF1400                          STATION RECOVERY (1998)
 MF1400
 MF1400'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1400'RECOVERED IN GOOD CONDITION.
 MF1400
 MF1400                          STATION RECOVERY (2006)
 MF1400
 MF1400'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 MF1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1392 ***********************************************************************
 MF1392  DESIGNATION -  AURORA THOR POWER TOOL CO STK
 MF1392  PID         -  MF1392
 MF1392  STATE/COUNTY-  IL/KANE
 MF1392  USGS QUAD   -  AURORA NORTH (1993)
 MF1392
 MF1392                         *CURRENT SURVEY CONTROL
 MF1392  ___________________________________________________________________
 MF1392* NAD 83(1997)-  41 45 28.53991(N)    088 17 52.36689(W)     ADJUSTED  
 MF1392* NAVD 88     -                                                        
 MF1392  ___________________________________________________________________
 MF1392  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MF1392  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1392
 MF1392  HORZ ORDER  -  THIRD
 MF1392
 MF1392.The horizontal coordinates were established by classical geodetic methods
 MF1392.and adjusted by the National Geodetic Survey in October 1999..
 MF1392
 MF1392
 MF1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1392
 MF1392.The geoid height was determined by GEOID03.
 MF1392
 MF1392;                    North         East     Units Scale Factor Converg.
 MF1392;SPC IL E     -   565,216.698   302,948.394   MT  0.99997511   +0 01 25.0
 MF1392;SPC IL E     - 1,854,381.78    993,923.19   sFT  0.99997511   +0 01 25.0
 MF1392;UTM  16      - 4,623,713.717   392,105.213   MT  0.99974325   -0 51 52.0
 MF1392
 MF1392                          SUPERSEDED SURVEY CONTROL
 MF1392
 MF1392  NAD 83(1997)-  41 45 28.54195(N)    088 17 52.36803(W) AD(       ) 4
 MF1392  NAD 83(1986)-  41 45 28.54268(N)    088 17 52.37731(W) AD(       ) 4
 MF1392  NAD 27      -  41 45 28.43800(N)    088 17 52.12600(W) AD(       ) 3
 MF1392
 MF1392.Superseded values are not recommended for survey control.
 MF1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1392.See file dsdata.txt to determine how the superseded data were derived.
 MF1392
 MF1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9210523714(NAD 83)
 MF1392_MARKER: 63 = STACK
 MF1392
 MF1392  HISTORY     - Date     Condition        Report By
 MF1392  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1392  HISTORY     - 19971001 MARK NOT FOUND   USPSQD
 MF1392  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF1392
 MF1392                          STATION DESCRIPTION
 MF1392
 MF1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1392'THE STATION IS THE CENTER OF THE TOP OF THE STACK OF THE
 MF1392'THOR POWER TOOL COMPANY LOCATED IN THE SOUTHEAST ANGLE OF THE
 MF1392'INTERSECTION OF CLAIM AND STATE STREETS IN THE EAST-CENTRAL
 MF1392'SECTION OF AURORA.  IT IS A ROUND, RED BRICK STRUCTURE ABOUT
 MF1392'150 FEET HIGH AND IS SITUATED NEAR THE CENTER OF THE COMPANY
 MF1392'FACTORY JUST SOUTH OF A SMALL BLACK WATER TANK.
 MF1392
 MF1392                          STATION RECOVERY (1997)
 MF1392
 MF1392'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1392'MARK NOT FOUND.
 MF1392
 MF1392                          STATION RECOVERY (1998)
 MF1392
 MF1392'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8968 ***********************************************************************
 DF8968  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8968  DESIGNATION -  AURORA WAAS 1 CORS ARP
 DF8968  CORS_ID     -  ZAU1
 DF8968  PID         -  DF8968
 DF8968  STATE/COUNTY-  IL/KANE
 DF8968  USGS QUAD   -  AURORA NORTH (1993)
 DF8968
 DF8968                         *CURRENT SURVEY CONTROL
 DF8968  ___________________________________________________________________
 DF8968* NAD 83(CORS)-  41 46 57.54104(N)    088 19 52.77928(W)     ADJUSTED  
 DF8968* NAVD 88     -                                                        
 DF8968  ___________________________________________________________________
 DF8968  EPOCH DATE  -        2002.00
 DF8968  X           -     138,704.904 (meters)                     COMP
 DF8968  Y           -  -4,761,245.172 (meters)                     COMP
 DF8968  Z           -   4,227,763.716 (meters)                     COMP
 DF8968  ELLIP HEIGHT-         196.53  (meters)          (11/??/03) GPS OBS
 DF8968  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DF8968
 DF8968  HORZ ORDER  -  SPECIAL (CORS)
 DF8968  ELLP ORDER  -  SPECIAL (CORS)
 DF8968
 DF8968.ITRF positions are available for this station.
 DF8968.The coordinates were established by GPS observations
 DF8968.and adjusted by the National Geodetic Survey in November 2003..
 DF8968.The coordinates are valid at the epoch date displayed above.
 DF8968.The epoch date for horizontal control is a decimal equivalence
 DF8968.of Year/Month/Day.
 DF8968
 DF8968
 DF8968.The PID for the CORS L1 Phase Center is DF8969.
 DF8968
 DF8968.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8968
 DF8968.The ellipsoidal height was determined by GPS observations
 DF8968.and is referenced to NAD 83.
 DF8968
 DF8968.The geoid height was determined by GEOID03.
 DF8968
 DF8968;                    North         East     Units Scale Factor Converg.
 DF8968;SPC IL E     -   567,961.927   300,166.739   MT  0.99997500   +0 00 04.8
 DF8968;SPC IL E     - 1,863,388.42    984,797.04   sFT  0.99997500   +0 00 04.8
 DF8968
 DF8968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8968!SPC IL E     -   0.99996918  x   0.99997500  =   0.99994418
 DF8968
 DF8968                          SUPERSEDED SURVEY CONTROL
 DF8968
 DF8968.No superseded survey control is available for this station.
 DF8968
 DF8968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8936726501(NAD 83)
 DF8968_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8968
 DF8968                          STATION DESCRIPTION
 DF8968
 DF8968'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8968'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8968'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8968'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8968'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8968'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8969 ***********************************************************************
 DF8969  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8969  DESIGNATION -  AURORA WAAS 1 CORS L1 PHASE CENTER
 DF8969  CORS_ID     -  ZAU1
 DF8969  PID         -  DF8969
 DF8969  STATE/COUNTY-  IL/KANE
 DF8969  USGS QUAD   -  AURORA NORTH (1993)
 DF8969
 DF8969                         *CURRENT SURVEY CONTROL
 DF8969  ___________________________________________________________________
 DF8969* NAD 83(CORS)-  41 46 57.54097(N)    088 19 52.77927(W)     ADJUSTED  
 DF8969* NAVD 88     -                                                        
 DF8969  ___________________________________________________________________
 DF8969  EPOCH DATE  -        2002.00
 DF8969  X           -     138,704.913 (meters)                     COMP
 DF8969  Y           -  -4,761,245.472 (meters)                     COMP
 DF8969  Z           -   4,227,763.981 (meters)                     COMP
 DF8969  ELLIP HEIGHT-         196.93  (meters)          (11/??/03) GPS OBS
 DF8969  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DF8969
 DF8969  HORZ ORDER  -  SPECIAL (CORS)
 DF8969  ELLP ORDER  -  SPECIAL (CORS)
 DF8969
 DF8969.ITRF positions are available for this station.
 DF8969.The coordinates were established by GPS observations
 DF8969.and adjusted by the National Geodetic Survey in November 2003..
 DF8969.The coordinates are valid at the epoch date displayed above.
 DF8969.The epoch date for horizontal control is a decimal equivalence
 DF8969.of Year/Month/Day.
 DF8969
 DF8969
 DF8969.The PID for the CORS ARP is DF8968.
 DF8969
 DF8969.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8969
 DF8969.The ellipsoidal height was determined by GPS observations
 DF8969.and is referenced to NAD 83.
 DF8969
 DF8969.The geoid height was determined by GEOID03.
 DF8969
 DF8969;                    North         East     Units Scale Factor Converg.
 DF8969;SPC IL E     -   567,961.925   300,166.739   MT  0.99997500   +0 00 04.8
 DF8969;SPC IL E     - 1,863,388.42    984,797.04   sFT  0.99997500   +0 00 04.8
 DF8969
 DF8969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8969!SPC IL E     -   0.99996911  x   0.99997500  =   0.99994411
 DF8969
 DF8969                          SUPERSEDED SURVEY CONTROL
 DF8969
 DF8969.No superseded survey control is available for this station.
 DF8969
 DF8969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8936726501(NAD 83)
 DF8969_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF8969
 DF8969                          STATION DESCRIPTION
 DF8969
 DF8969'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF8969'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8969'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8969'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8969'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8969'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0775 ***********************************************************************
 HB0775  DESIGNATION -  A=USE
 HB0775  PID         -  HB0775
 HB0775  STATE/COUNTY-  IL/ALEXANDER
 HB0775  USGS QUAD   -  CAIRO (1993)
 HB0775
 HB0775                         *CURRENT SURVEY CONTROL
 HB0775  ___________________________________________________________________
 HB0775* NAD 83(1986)-  37 04 38.     (N)    089 14 39.     (W)     SCALED    
 HB0775* NAVD 88     -        95.729  (meters)     314.07   (feet)  ADJUSTED  
 HB0775  ___________________________________________________________________
 HB0775  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HB0775  DYNAMIC HT  -          95.659 (meters)     313.84  (feet)  COMP
 HB0775  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 HB0775
 HB0775  VERT ORDER  -  SECOND    CLASS 0
 HB0775
 HB0775.The horizontal coordinates were scaled from a topographic map and have
 HB0775.an estimated accuracy of +/- 6 seconds.
 HB0775
 HB0775.The orthometric height was determined by differential leveling
 HB0775.and adjusted by the National Geodetic Survey in June 1991..
 HB0775
 HB0775.The geoid height was determined by GEOID03.
 HB0775
 HB0775.The dynamic height is computed by dividing the NAVD 88
 HB0775.geopotential number by the normal gravity value computed on the
 HB0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0775.degrees latitude (g = 980.6199 gals.).
 HB0775
 HB0775.The modeled gravity was interpolated from observed gravity values.
 HB0775
 HB0775;                    North         East    Units  Estimated Accuracy
 HB0775;SPC IL W     -    45,960.      782,030.      MT  (+/- 180 meters Scaled)
 HB0775
 HB0775                          SUPERSEDED SURVEY CONTROL
 HB0775
 HB0775  NGVD 29 (??/??/??)   95.623  (m)          313.72   (f) ADJUSTED    2 0
 HB0775
 HB0775.Superseded values are not recommended for survey control.
 HB0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0775.See file dsdata.txt to determine how the superseded data were derived.
 HB0775
 HB0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG005057(NAD 83)
 HB0775_MARKER: DD = SURVEY DISK
 HB0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0775+STABILITY: SURFACE MOTION
 HB0775
 HB0775  HISTORY     - Date     Condition        Report By
 HB0775  HISTORY     - 1920     MONUMENTED       CGS
 HB0775  HISTORY     - 1935     GOOD             CGS
 HB0775
 HB0775                          STATION DESCRIPTION
 HB0775
 HB0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0775'8.5 MI E FROM OLIVE BRANCH.
 HB0775'8.5 MILES EAST OF OLIVE BRANCH, 30 FT. SOUTH OF CENTER OF STATE
 HB0775'HIGHWAY 150, 365 FT. EAST OF ROAD CROSSING, 60 FT. SOUTH EAST OF
 HB0775'A LUNCH STAND AT RIVERVIEW PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2893 ***********************************************************************
 ME2893  DESIGNATION -  AVALON
 ME2893  PID         -  ME2893
 ME2893  STATE/COUNTY-  IL/COOK
 ME2893  USGS QUAD   -  LAKE CALUMET (1997)
 ME2893
 ME2893                         *CURRENT SURVEY CONTROL
 ME2893  ___________________________________________________________________
 ME2893* NAD 83(1997)-  41 44 35.05388(N)    087 35 38.75931(W)     ADJUSTED  
 ME2893* NAVD 88     -       179.054  (meters)     587.45   (feet)  ADJUSTED  
 ME2893  ___________________________________________________________________
 ME2893  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ME2893  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2893  DYNAMIC HT  -         178.991 (meters)     587.24  (feet)  COMP
 ME2893  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 ME2893
 ME2893  HORZ ORDER  -  FIRST
 ME2893  VERT ORDER  -  FIRST     CLASS II
 ME2893
 ME2893.The horizontal coordinates were established by classical geodetic methods
 ME2893.and adjusted by the National Geodetic Survey in October 1999..
 ME2893
 ME2893.The orthometric height was determined by differential leveling
 ME2893.and adjusted by the National Geodetic Survey in April 1995..
 ME2893
 ME2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2893
 ME2893.The geoid height was determined by GEOID03.
 ME2893
 ME2893.The dynamic height is computed by dividing the NAVD 88
 ME2893.geopotential number by the normal gravity value computed on the
 ME2893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2893.degrees latitude (g = 980.6199 gals.).
 ME2893
 ME2893.The modeled gravity was interpolated from observed gravity values.
 ME2893
 ME2893;                    North         East     Units Scale Factor Converg.
 ME2893;SPC IL E     -   563,830.074   361,490.474   MT  1.00002151   +0 29 31.9
 ME2893;SPC IL E     - 1,849,832.50  1,185,990.00   sFT  1.00002151   +0 29 31.9
 ME2893;UTM  16      - 4,621,420.800   450,600.539   MT  0.99963003   -0 23 44.0
 ME2893
 ME2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2893!SPC IL E     -   0.99997716  x   1.00002151  =   0.99999867
 ME2893!UTM  16      -   0.99997716  x   0.99963003  =   0.99960720
 ME2893
 ME2893:                Primary Azimuth Mark                     Grid Az
 ME2893:SPC IL E     -  PAVIA                                    068 37 38.9
 ME2893:UTM  16      -  PAVIA                                    069 30 54.8
 ME2893
 ME2893|---------------------------------------------------------------------|
 ME2893| PID    Reference Object                     Distance      Geod. Az  |
 ME2893|                                                           dddmmss.s |
 ME2893| ME2669 PAVIA                               APPROX. 4.6 KM 0690710.8 |
 ME2893| ME3352 AVALON RM 1                          27.350 METERS 26523     |
 ME2893| ME3351 AVALON RM 2                          29.333 METERS 34956     |
 ME2893|---------------------------------------------------------------------|
 ME2893
 ME2893                          SUPERSEDED SURVEY CONTROL
 ME2893
 ME2893  NAD 83(1997)-  41 44 35.05405(N)    087 35 38.75953(W) AD(       ) 1
 ME2893  NAD 83(1997)-  41 44 35.05888(N)    087 35 38.76874(W) AD(       ) 1
 ME2893  NAD 83(1986)-  41 44 35.05915(N)    087 35 38.76821(W) AD(       ) 1
 ME2893  NAD 27      -  41 44 34.93387(N)    087 35 38.59878(W) AD(       ) 1
 ME2893  NGVD 29 (01/19/93)  179.160  (m)          587.79   (f) ADJUSTED    1 2
 ME2893
 ME2893.Superseded values are not recommended for survey control.
 ME2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2893.See file dsdata.txt to determine how the superseded data were derived.
 ME2893
 ME2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5060121421(NAD 83)
 ME2893_MARKER: DS = TRIANGULATION STATION DISK
 ME2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2893_SP_SET: CONCRETE POST
 ME2893_STAMPING: AVALON 1977
 ME2893_MARK LOGO: NGS   
 ME2893_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2893+STABILITY: SURFACE MOTION
 ME2893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2893+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME2893
 ME2893  HISTORY     - Date     Condition        Report By
 ME2893  HISTORY     - 1977     MONUMENTED       NGS
 ME2893  HISTORY     - 1977     GOOD             NGS
 ME2893  HISTORY     - 19920806 GOOD             NGS
 ME2893
 ME2893                          STATION DESCRIPTION
 ME2893
 ME2893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2893'THE STATION IS LOCATED IN THE SOUTH EDGE OF CHICAGO, IN THE
 ME2893'NORTH SECTION OF AVALON CITY PARK, ABOUT 300 FEET SOUTH OF
 ME2893'THE INTERSECTION OF EAST 83RD STREET AND SOUTH AVALON AVENUE.
 ME2893'ADDRESS 1231 EAST 83RD STREET.
 ME2893'
 ME2893'STATION MARKS, STAMPED---AVALON 1977---, ARE STANDARD DISKS.
 ME2893'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2893'CONCRETE MONUMENT THAT IS 3 INCHES BELOW A CAST IRON COVER
 ME2893'WITH THE LETTERING, NATIONAL GEODETIC SURVEY.
 ME2893'IT IS 66 FEET NORTHWEST OF THE
 ME2893'NORTHEAST CORNER OF A FENCE AROUND THE SWIMMING POOL AND
 ME2893'30 FEET SOUTHEAST OF A LIGHT POLE NUMBER W3. THE UNDERGROUND
 ME2893'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 ME2893'INCHES BELOW THE GROUND SURFACE.
 ME2893'
 ME2893'REFERENCE MARK 1, STAMPED---AVALON NO 1 1977---, IS A STANDARD
 ME2893'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2893'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 38
 ME2893'FEET NORTH OF THE NORTHWEST CORNER OF THE FENCE AROUND THE
 ME2893'SWIMMING POOL AND 30 FEET EAST OF A 16-INCH OAK TREE.
 ME2893'
 ME2893'REFERENCE MARK 2, STAMPED---AVALON NO 2 1977---, IS A STANDARD
 ME2893'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2893'MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE. IT IS 59
 ME2893'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE PARK BUILDING
 ME2893'AND 16 FEET NORTHEAST OF A CONCRETE BUILDING.
 ME2893'
 ME2893'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 ME2893'
 ME2893'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THE CONCRETE
 ME2893'BUILDING ON LINE.
 ME2893'
 ME2893'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.6 METERS.
 ME2893
 ME2893                          STATION RECOVERY (1977)
 ME2893
 ME2893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME2893'RECOVERED IN GOOD CONDITION.
 ME2893
 ME2893                          STATION RECOVERY (1992)
 ME2893
 ME2893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2893'IN CHICAGO, AT 1215 EAST 83RD STREET, 29.5 M (96.8 FT) SOUTH OF
 ME2893'REFERENCE MARK 2, 27.3 M (89.6 FT) EAST OF REFERENCE MARK 1, 20.1 M
 ME2893'(65.9 FT) NORTHWEST OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE
 ME2893'ENCLOSING THE AVALON CITY PARK SWIMMING POOL AT 1215 EAST 83RD
 ME2893'STREET, 13.2 M (43.3 FT) NORTH OF A FENCE, 5.3 M (17.4 FT) EAST OF
 ME2893'THE EAST EDGE OF A BASKETBALL COURT, AND THE MONUMENT IS RECESSED 0.1
 ME2893'M (0.3 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE MONUMENT IS
 ME2893'THROUGH A 6-INCH SQUARE METAL COVER INSCRIBED NATIONAL GEODETIC
 ME2893'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3352 ***********************************************************************
 ME3352  DESIGNATION -  AVALON RM 1
 ME3352  PID         -  ME3352
 ME3352  STATE/COUNTY-  IL/COOK
 ME3352  USGS QUAD   -  LAKE CALUMET (1997)
 ME3352
 ME3352                         *CURRENT SURVEY CONTROL
 ME3352  ___________________________________________________________________
 ME3352* NAD 83(1986)-  41 44 34.     (N)    087 35 38.     (W)     SCALED    
 ME3352* NAVD 88     -       178.950  (meters)     587.11   (feet)  ADJUSTED  
 ME3352  ___________________________________________________________________
 ME3352  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME3352  DYNAMIC HT  -         178.887 (meters)     586.90  (feet)  COMP
 ME3352  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 ME3352
 ME3352  VERT ORDER  -  FIRST     CLASS II
 ME3352
 ME3352.The horizontal coordinates were scaled from a topographic map and have
 ME3352.an estimated accuracy of +/- 6 seconds.
 ME3352
 ME3352.The orthometric height was determined by differential leveling
 ME3352.and adjusted by the National Geodetic Survey in April 1995..
 ME3352
 ME3352.The geoid height was determined by GEOID03.
 ME3352
 ME3352.The dynamic height is computed by dividing the NAVD 88
 ME3352.geopotential number by the normal gravity value computed on the
 ME3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3352.degrees latitude (g = 980.6199 gals.).
 ME3352
 ME3352.The modeled gravity was interpolated from observed gravity values.
 ME3352
 ME3352;                    North         East    Units  Estimated Accuracy
 ME3352;SPC IL E     -   563,800.      361,510.      MT  (+/- 180 meters Scaled)
 ME3352
 ME3352                          SUPERSEDED SURVEY CONTROL
 ME3352
 ME3352  NGVD 29 (01/19/93)  179.056  (m)          587.45   (f) ADJUSTED    1 2
 ME3352
 ME3352.Superseded values are not recommended for survey control.
 ME3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3352.See file dsdata.txt to determine how the superseded data were derived.
 ME3352
 ME3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM506213(NAD 83)
 ME3352_MARKER: DR = REFERENCE MARK DISK
 ME3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3352_SP_SET: CONCRETE POST
 ME3352_STAMPING: AVALON N0 1 1977
 ME3352_MARK LOGO: NGS   
 ME3352_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3352+STABILITY: SURFACE MOTION
 ME3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3352+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME3352
 ME3352  HISTORY     - Date     Condition        Report By
 ME3352  HISTORY     - UNK      MONUMENTED
 ME3352  HISTORY     - 19920806 GOOD             NGS
 ME3352
 ME3352                          STATION DESCRIPTION
 ME3352
 ME3352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3352'IN CHICAGO, AT 1215 EAST 83RD STREET, 27.3 M (89.6 FT) WEST OF
 ME3352'TRIANGULATION STATION AVALON, 21.2 M (69.6 FT) SOUTH OF THE SOUTHWEST
 ME3352'CORNER OF AN AVALON CITY PARK MAINTENANCE BUILDING AT 1215 EAST 83RD
 ME3352'STREET, 11.5 M (37.7 FT) NORTH OF THE NORTHWEST CORNER OF A
 ME3352'CHAIN-LINK FENCE ENCLOSING A SWIMMING POOL, 0.6 M (2.0 FT) SOUTH OF
 ME3352'THE SOUTHWEST CORNER OF A BASKETBALL COURT, AND THE MONUMENT IS FLUSH
 ME3352'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3351 ***********************************************************************
 ME3351  DESIGNATION -  AVALON RM 2
 ME3351  PID         -  ME3351
 ME3351  STATE/COUNTY-  IL/COOK
 ME3351  USGS QUAD   -  LAKE CALUMET (1997)
 ME3351
 ME3351                         *CURRENT SURVEY CONTROL
 ME3351  ___________________________________________________________________
 ME3351* NAD 83(1986)-  41 44 34.     (N)    087 35 38.     (W)     SCALED    
 ME3351* NAVD 88     -       178.982  (meters)     587.21   (feet)  ADJUSTED  
 ME3351  ___________________________________________________________________
 ME3351  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME3351  DYNAMIC HT  -         178.920 (meters)     587.01  (feet)  COMP
 ME3351  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 ME3351
 ME3351  VERT ORDER  -  FIRST     CLASS II
 ME3351
 ME3351.The horizontal coordinates were scaled from a topographic map and have
 ME3351.an estimated accuracy of +/- 6 seconds.
 ME3351
 ME3351.The orthometric height was determined by differential leveling
 ME3351.and adjusted by the National Geodetic Survey in April 1995..
 ME3351
 ME3351.The geoid height was determined by GEOID03.
 ME3351
 ME3351.The dynamic height is computed by dividing the NAVD 88
 ME3351.geopotential number by the normal gravity value computed on the
 ME3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3351.degrees latitude (g = 980.6199 gals.).
 ME3351
 ME3351.The modeled gravity was interpolated from observed gravity values.
 ME3351
 ME3351;                    North         East    Units  Estimated Accuracy
 ME3351;SPC IL E     -   563,800.      361,510.      MT  (+/- 180 meters Scaled)
 ME3351
 ME3351                          SUPERSEDED SURVEY CONTROL
 ME3351
 ME3351  NGVD 29 (01/19/93)  179.089  (m)          587.56   (f) ADJUSTED    1 2
 ME3351
 ME3351.Superseded values are not recommended for survey control.
 ME3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3351.See file dsdata.txt to determine how the superseded data were derived.
 ME3351
 ME3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM506213(NAD 83)
 ME3351_MARKER: DR = REFERENCE MARK DISK
 ME3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3351_SP_SET: CONCRETE POST
 ME3351_STAMPING: AVALON NO 2 1977
 ME3351_MARK LOGO: NGS   
 ME3351_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3351+STABILITY: SURFACE MOTION
 ME3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3351+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME3351
 ME3351  HISTORY     - Date     Condition        Report By
 ME3351  HISTORY     - UNK      MONUMENTED
 ME3351  HISTORY     - 19920806 GOOD             NGS
 ME3351
 ME3351                          STATION DESCRIPTION
 ME3351
 ME3351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3351'IN CHICAGO, AT 1215 EAST 83RD STREET, 29.5 M (96.8 FT) NORTH OF
 ME3351'TRIANGULATION STATION AVALON, 20.4 M (66.9 FT) SOUTHEAST OF THE
 ME3351'SOUTHWEST CORNER OF AN AVALON CITY PARK BUILDING AT 1215 EAST 83RD
 ME3351'STREET, 17.9 M (58.7 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 ME3351'BUILDING, 5.1 M (16.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 ME3351'MAINTENANCE BUILDING, AND THE MONUMENT IS RECESSED 0.02 M (0.07 FT)
 ME3351'BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1040 ***********************************************************************
 NH1040  DESIGNATION -  AVON
 NH1040  PID         -  NH1040
 NH1040  STATE/COUNTY-  IL/LAKE
 NH1040  USGS QUAD   -  GRAYSLAKE (1993)
 NH1040
 NH1040                         *CURRENT SURVEY CONTROL
 NH1040  ___________________________________________________________________
 NH1040* NAD 83(1997)-  42 22 17.91210(N)    088 03 05.76640(W)     ADJUSTED  
 NH1040* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 NH1040  ___________________________________________________________________
 NH1040  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 NH1040  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 NH1040
 NH1040  HORZ ORDER  -  THIRD
 NH1040
 NH1040.The horizontal coordinates were established by classical geodetic methods
 NH1040.and adjusted by the National Geodetic Survey in October 1999..
 NH1040
 NH1040.The orthometric height was scaled from a topographic map.
 NH1040
 NH1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1040
 NH1040.The geoid height was determined by GEOID03.
 NH1040
 NH1040;                    North         East     Units Scale Factor Converg.
 NH1040;SPC IL E     -   633,420.893   323,204.792   MT  0.99998162   +0 11 23.5
 NH1040;SPC IL E     - 2,078,148.38  1,060,381.06   sFT  0.99998162   +0 11 23.5
 NH1040;UTM  16      - 4,691,576.100   413,416.984   MT  0.99969224   -0 42 31.5
 NH1040
 NH1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1040!SPC IL E     -   0.99996696  x   0.99998162  =   0.99994858
 NH1040!UTM  16      -   0.99996696  x   0.99969224  =   0.99965921
 NH1040
 NH1040|---------------------------------------------------------------------|
 NH1040| PID    Reference Object                     Distance      Geod. Az  |
 NH1040|                                                           dddmmss.s |
 NH1040| CI8946 AVON RM 1                            28.032 METERS 03927     |
 NH1040| CI8945 AVON AZ MK                                         1252110.1 |
 NH1040| CI8947 AVON RM 2                            28.015 METERS 12913     |
 NH1040| NH1051 GRANT                               APPROX. 9.2 KM 2675621.3 |
 NH1040|---------------------------------------------------------------------|
 NH1040
 NH1040                          SUPERSEDED SURVEY CONTROL
 NH1040
 NH1040  NAD 83(1997)-  42 22 17.91196(N)    088 03 05.76663(W) AD(       ) 3
 NH1040  NAD 83(1997)-  42 22 17.91022(N)    088 03 05.77164(W) AD(       ) 3
 NH1040  NAD 83(1986)-  42 22 17.91058(N)    088 03 05.77937(W) AD(       ) 3
 NH1040  NAD 27      -  42 22 17.83570(N)    088 03 05.49150(W) AD(       ) 3
 NH1040
 NH1040.Superseded values are not recommended for survey control.
 NH1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1040.See file dsdata.txt to determine how the superseded data were derived.
 NH1040
 NH1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1341791576(NAD 83)
 NH1040_MARKER: DS = TRIANGULATION STATION DISK
 NH1040_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1040
 NH1040  HISTORY     - Date     Condition        Report By
 NH1040  HISTORY     - 1954     MONUMENTED       CGS
 NH1040  HISTORY     - 1963     GOOD             ILHD
 NH1040  HISTORY     - 1966     GOOD             CGS
 NH1040  HISTORY     - 1973     GOOD             BRADY
 NH1040  HISTORY     - 1975     GOOD             ALSTER
 NH1040  HISTORY     - 1977     GOOD             ILDT
 NH1040  HISTORY     - 1989     GOOD             USPSQD
 NH1040  HISTORY     - 1990     GOOD             USPSQD
 NH1040  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 NH1040  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 NH1040
 NH1040                          STATION DESCRIPTION
 NH1040
 NH1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1040'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF FREMONT, 8 MILES
 NH1040'SOUTHEAST OF ANTIOCH, AND 2 MILES NORTH OF GRAYS LAKE ON LAND
 NH1040'OWNED BY MR. OTTO RADKE.  IT IS 63 FEET WEST OF THE CENTER
 NH1040'OF STATE HIGHWAYS 21 AND 83, 39 FEET NORTH OF A PAVED ROAD,
 NH1040'35 FEET WEST OF A POWER LINE POLE, 25 FEET WEST OF THE SOUTHWEST
 NH1040'CORNER OF AN OLD UNUSED FRAME BUILDING, AND 20 FEET NORTHWEST
 NH1040'OF A 15 INCH ELM TREE.  THE MARK IS 2 INCHES BELOW GROUND
 NH1040'AND THE DISK IS STAMPED AVON 1954.
 NH1040'
 NH1040'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE CENTER OF STATE
 NH1040'HIGHWAYS 21 AND 83, 22 FEET SOUTHEAST OF A POWER LINE POLE,
 NH1040'1 FOOT WEST OF A FENCE LINE, AND 1 FOOT NORTHEAST OF A WHITE
 NH1040'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1040'AVON NO 1 1954.
 NH1040'
 NH1040'REFERENCE MARK NO. 2 IS 61 FEET WEST OF THE CENTER OF STATE
 NH1040'HIGHWAYS 21 AND 83, 39 FEET WEST OF A POWER LINE POLE, 30
 NH1040'FEET NORTH OF A PAVED ROAD, AND 1 FOOT NORTH OF A FENCE
 NH1040'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NH1040'AVON NO 2 1954.
 NH1040'
 NH1040'AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF STATE
 NH1040'HIGHWAYS 21 AND 83, 29 FEET SOUTH OF A TELEPHONE POLE, AND
 NH1040'3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 NH1040'2 INCHES AND THE DISK IS STAMPED AVON 1954.
 NH1040'
 NH1040'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 83, ABOUT
 NH1040'0.5 MILE SOUTHEAST OF GRAYS LAKE, FOLLOW HIGHWAYS 21 AND
 NH1040'83 NORTHERLY FOR 2.6 MILES TO A PAVED ROAD LEFT, AND THE
 NH1040'STATION IN THE NORTHWEST ANGLE AS DESCRIBED.  TO REACH THE
 NH1040'AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON HIGHWAYS
 NH1040'21 AND 83 FOR 0.15 MILE TO THE MARK ON LEFT AS DESCRIBED.
 NH1040'
 NH1040'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1040
 NH1040                          STATION RECOVERY (1963)
 NH1040
 NH1040'RECOVERY NOTE BY IL HIGHWAY DEPT 1963 (DEW)
 NH1040'STATION AND ALL REFERENCE MARKS HAVE BEEN RECOVERED IN GOOD
 NH1040'CONDITION.
 NH1040'
 NH1040'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF FREMONT, 8
 NH1040'MILES SOUTHEAST OF ANTIOCH, AND 2 MILES NORTH OF GRAYS LAKE
 NH1040'ON LAND OWNED BY MR. OTTO RADKE.  IT IS 63 FEET WEST OF
 NH1040'THE CENTER OF STATE HIGHWAYS 21 AND 83, 39 FEET NORTH OF
 NH1040'A PAVED ROAD (SHOREWOOD ROAD), 35 FEET WEST OF A TELEPHONE
 NH1040'POLE, AND 20 FEET NORTHWEST OF A 15 INCH ELM TREE.  THE MARK
 NH1040'IS 2 INCHES BELOW GROUND AND THE DISK IS STAMPED AVON 1954.
 NH1040'
 NH1040'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE CENTER OF STATE
 NH1040'HIGHWAYS 21 AND 83, AND 22 FEET SOUTHEAST OF A POWER LINE POLE.
 NH1040'THE MARK IS FLUSH AND THE DISK IS STAMPED AVON NO. 1 1954.
 NH1040'
 NH1040'REFERENCE MARK NO. 2 IS 61 FEET WEST OF THE CENTER OF STATE
 NH1040'HIGHWAYS 21 AND 83, 39 FEET WEST OF A POWER LINE POLE, 30
 NH1040'FEET SOUTH OF A PAVED ROAD, AND 1 FOOT NORTH OF A FENCE LINE.
 NH1040'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AVON NO.
 NH1040'2 1954.
 NH1040'
 NH1040'AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF STATE HIGHWAYS
 NH1040'21 AND 83, AND 29 FEET SOUTH OF A TELEPHONE POLE.  THE MARK
 NH1040'PROJECTS 2 INCHES AND THE DISK IS STAMPED AVON 1954.
 NH1040'
 NH1040'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 83, ABOUT
 NH1040'0.5 MILE SOUTHEAST OF GRAYS LAKE, FOLLOW HIGHWAYS 21 AND 83
 NH1040'NORTHERLY FOR 3.5 MILES TO A PAVED ROAD LEFT (SHOREWOOD ROAD),
 NH1040'AND THE STATION IN THE NORTHWEST ANGLE AS DESCRIBED.  TO
 NH1040'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 NH1040'HIGHWAYS 21 AND 83 FOR 0.15 MILE TO THE MARK ON LEFT AS
 NH1040'DESCRIBED.
 NH1040
 NH1040                          STATION RECOVERY (1966)
 NH1040
 NH1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1040'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED
 NH1040'AT THIS TIME.  THE PREVIOUS DESCRIPTION IS GOOD.
 NH1040'
 NH1040'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION
 NH1040'MARK AT THIS TIME.  ANOTHER POST WAS SET 1 FOOT SOUTH OF THE
 NH1040'AZIMUTH MARK ALSO.
 NH1040
 NH1040                          STATION RECOVERY (1973)
 NH1040
 NH1040'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (JJ)
 NH1040'AVON 1954-GOOD
 NH1040'
 NH1040'AVON 1954 (AZIM)-GOOD
 NH1040'
 NH1040'AVON NO 1 1954-GOOD
 NH1040'
 NH1040'AVON NO 2 1954-GOOD
 NH1040'
 NH1040'R.M. 2 IS 30 FT S OF PAVED ROAD
 NH1040'
 NH1040'AZIM MARK IS 29 FT S OF A POWER POLE
 NH1040
 NH1040                          STATION RECOVERY (1975)
 NH1040
 NH1040'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (LC)
 NH1040'AVON 1954-GOOD--
 NH1040'
 NH1040'AVON NO 1 1954-GOOD--
 NH1040'
 NH1040'AVON NO 2 1954-GOOD--
 NH1040'
 NH1040'AVON 1954 AZ MK-GOOD--
 NH1040'
 NH1040'R.M. NO 1 IS 19.5 FT SOUTHEAST OF A POWER POLE (NOT 22 FT)
 NH1040'
 NH1040'R.M. NO 2 IS 25.5 FT SOUTH OF A PAVED ROAD (NOT 30 FT NORTH)
 NH1040
 NH1040                          STATION RECOVERY (1977)
 NH1040
 NH1040'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977 (RIL)
 NH1040'AVON 1954 RECOVERED GOOD.
 NH1040'
 NH1040'AVON NO. 1 1954 RECOVERED GOOD.
 NH1040'
 NH1040'AVON NO. 2 1954 RECOVERED GOOD.
 NH1040'
 NH1040'AVON 1954 AZI. RECOVERED GOOD.
 NH1040'
 NH1040'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES N.N.W. GRAYS
 NH1040'LAKE.
 NH1040
 NH1040                          STATION RECOVERY (1989)
 NH1040
 NH1040'RECOVERY NOTE BY US POWER SQUADRON 1989 (FC)
 NH1040'RECOVERED IN GOOD CONDITION.
 NH1040
 NH1040                          STATION RECOVERY (1990)
 NH1040
 NH1040'RECOVERY NOTE BY US POWER SQUADRON 1990 (REE)
 NH1040'RECOVERED IN GOOD CONDITION.
 NH1040
 NH1040                          STATION RECOVERY (1994)
 NH1040
 NH1040'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1040'MARK NOT FOUND.
 NH1040
 NH1040                          STATION RECOVERY (2001)
 NH1040
 NH1040'RECOVERY NOTE BY US POWER SQUADRON 2001 (CD)
 NH1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1033 ***********************************************************************
 MF1033  DESIGNATION -  AWAN
 MF1033  PID         -  MF1033
 MF1033  STATE/COUNTY-  IL/HENRY
 MF1033  USGS QUAD   -  MINERAL (1983)
 MF1033
 MF1033                         *CURRENT SURVEY CONTROL
 MF1033  ___________________________________________________________________
 MF1033* NAD 83(1997)-  41 23 23.35677(N)    089 52 20.40703(W)     ADJUSTED  
 MF1033* NAVD 88     -       199.615  (meters)     654.90   (feet)  ADJUSTED  
 MF1033  ___________________________________________________________________
 MF1033  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MF1033  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1033  DYNAMIC HT  -         199.536 (meters)     654.64  (feet)  COMP
 MF1033  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 MF1033
 MF1033  HORZ ORDER  -  SECOND
 MF1033  VERT ORDER  -  SECOND    CLASS 0
 MF1033
 MF1033.The horizontal coordinates were established by classical geodetic methods
 MF1033.and adjusted by the National Geodetic Survey in October 1999..
 MF1033
 MF1033.The orthometric height was determined by differential leveling
 MF1033.and adjusted by the National Geodetic Survey in June 1991..
 MF1033
 MF1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1033
 MF1033.The geoid height was determined by GEOID03.
 MF1033
 MF1033.The dynamic height is computed by dividing the NAVD 88
 MF1033.geopotential number by the normal gravity value computed on the
 MF1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1033.degrees latitude (g = 980.6199 gals.).
 MF1033
 MF1033.The modeled gravity was interpolated from observed gravity values.
 MF1033
 MF1033;                    North         East     Units Scale Factor Converg.
 MF1033;SPC IL W     -   524,357.435   724,615.716   MT  0.99994863   +0 11 40.6
 MF1033;SPC IL W     - 1,720,329.35  2,377,343.39   sFT  0.99994863   +0 11 40.6
 MF1033;UTM  16      - 4,586,014.218   259,848.239   MT  1.00030982   -1 54 00.1
 MF1033
 MF1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1033!SPC IL W     -   0.99997387  x   0.99994863  =   0.99992250
 MF1033!UTM  16      -   0.99997387  x   1.00030982  =   1.00028368
 MF1033
 MF1033:                Primary Azimuth Mark                     Grid Az
 MF1033:SPC IL W     -  MINERAL                                  077 41 38.0
 MF1033:UTM  16      -  MINERAL                                  079 47 18.7
 MF1033
 MF1033|---------------------------------------------------------------------|
 MF1033| PID    Reference Object                     Distance      Geod. Az  |
 MF1033|                                                           dddmmss.s |
 MF1033| MF1028 MINERAL                             APPROX. 2.1 KM 0775318.6 |
 MF1033| CI6662 AWAN RM 2                            12.772 METERS 10623     |
 MF1033| CI6661 AWAN RM 1                            14.371 METERS 28744     |
 MF1033| MF1711 ANNAWAN MUNICIPAL TANK              APPROX. 3.1 KM 2895210.8 |
 MF1033|---------------------------------------------------------------------|
 MF1033
 MF1033                          SUPERSEDED SURVEY CONTROL
 MF1033
 MF1033  NAD 83(1997)-  41 23 23.35892(N)    089 52 20.40814(W) AD(       ) 2
 MF1033  NAD 83(1986)-  41 23 23.36314(N)    089 52 20.41782(W) AD(       ) 2
 MF1033  NAD 27      -  41 23 23.23070(N)    089 52 20.03350(W) AD(       ) 2
 MF1033  NGVD 29 (??/??/92)  199.690  (m)          655.15   (f) ADJ UNCH    2 0
 MF1033
 MF1033.Superseded values are not recommended for survey control.
 MF1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1033.See file dsdata.txt to determine how the superseded data were derived.
 MF1033
 MF1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5984886014(NAD 83)
 MF1033_MARKER: DS = TRIANGULATION STATION DISK
 MF1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1033_STAMPING: AWAN 1958
 MF1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1033+STABILITY: SURFACE MOTION
 MF1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1033+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 MF1033
 MF1033  HISTORY     - Date     Condition        Report By
 MF1033  HISTORY     - 1959     MONUMENTED       CGS
 MF1033  HISTORY     - 1959     GOOD             NGS
 MF1033  HISTORY     - 19960808 GOOD             USPSQD
 MF1033  HISTORY     - 20010919 GOOD             USPSQD
 MF1033  HISTORY     - 20040303 GOOD             USPSQD
 MF1033
 MF1033                          STATION DESCRIPTION
 MF1033
 MF1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1033'THE STATION IS LOCATED ABOUT 2 MILES EAST-SOUTHEAST OF ANNAWAN,
 MF1033'2 MILES WEST-NORTHWEST OF MINERAL AND IS ON A 15 FOOT HIGH
 MF1033'BANK BETWEEN U.S. HIGHWAY 6 AND THE CHICAGO ROCK ISLAND RAILROAD.
 MF1033'
 MF1033'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MF1033'6 AND STATE HIGHWAY 78 IN ANNAWAN, GO EAST ON U.S. HIGHWAY
 MF1033'6 FOR 1.75 MILES TO A DRIVEWAY ON THE RIGHT, CONTINUE EAST FOR
 MF1033'0.05 MILE TO THE STATION ON TOP OF A CUT BANK ON THE LEFT.
 MF1033'
 MF1033'STATION MARK, A STANDARD DISK STAMPED AWAN 1958, SET IN A
 MF1033'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 MF1033'MARK IS 42.5 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 6,
 MF1033'34 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 33 FEET SOUTH
 MF1033'OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND 3.9 FEET SOUTHWEST
 MF1033'OF A WITNESS POST.
 MF1033'
 MF1033'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED AWAN NO.
 MF1033'1 1958, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 MF1033'INCHES.  THE MARK IS 43 FEET NORTH OF THE CENTER LINE OF
 MF1033'U.S. HIGHWAY 6, 32.4 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 MF1033'TRACK AND 13 FEET WEST-NORTHWEST OF A TELEPHONE POLE.
 MF1033'
 MF1033'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED AWAN NO. 2
 MF1033'1958, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MF1033'4 INCHES.  THE MARK IS 42.5 FEET NORTH OF THE CENTER LINE
 MF1033'OF U.S. HIGHWAY 6, 33 FEET SOUTH OF THE SOUTH RAIL OF THE
 MF1033'RAILROAD TRACK AND 19 FEET WEST-NORTHWEST OF A TELEPHONE
 MF1033'POLE.
 MF1033'
 MF1033'NOTE--TRIANGULATION STATION MINERAL MAY BE USED AS AN AZIMUTH.
 MF1033
 MF1033                          STATION RECOVERY (1959)
 MF1033
 MF1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF1033'1.8 MI E FROM ANNAWAN.
 MF1033'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF1033'STATE HIGHWAY 78 AT ANNAWAN, ABOUT 0.2 MILE EAST OF A NORTH-SOUTH
 MF1033'CROSS ROAD, AT A CUT NORTH OF THE HIGHWAY, 42.5 FEET NORTH OF THE
 MF1033'CENTERLINE OF THE HIGHWAY, 303 FEET EAST OF THE EXTENDED CENTER
 MF1033'LINE OF THE DRIVEWAY SOUTH TO A FARM HOUSE, 34.6 FEET EAST OF A
 MF1033'TELEPHONE POLE, 3.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 MF1033'10 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 MF1033'POST PROJECTING 4 INCHES.
 MF1033
 MF1033                          STATION RECOVERY (1996)
 MF1033
 MF1033'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1033'RECOVERED IN GOOD CONDITION.
 MF1033
 MF1033                          STATION RECOVERY (2001)
 MF1033
 MF1033'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1033'RECOVERED IN GOOD CONDITION.
 MF1033
 MF1033                          STATION RECOVERY (2004)
 MF1033
 MF1033'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1034 ***********************************************************************
 MF1034  DESIGNATION -  AWAN RM 1
 MF1034  PID         -  MF1034
 MF1034  STATE/COUNTY-  IL/HENRY
 MF1034  USGS QUAD   -  MINERAL (1983)
 MF1034
 MF1034                         *CURRENT SURVEY CONTROL
 MF1034  ___________________________________________________________________
 MF1034* NAD 83(1986)-  41 23 23.     (N)    089 52 20.     (W)     SCALED    
 MF1034* NAVD 88     -       199.198  (meters)     653.54   (feet)  ADJUSTED  
 MF1034  ___________________________________________________________________
 MF1034  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1034  DYNAMIC HT  -         199.119 (meters)     653.28  (feet)  COMP
 MF1034  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 MF1034
 MF1034  VERT ORDER  -  SECOND    CLASS 0
 MF1034
 MF1034.The horizontal coordinates were scaled from a topographic map and have
 MF1034.an estimated accuracy of +/- 6 seconds.
 MF1034
 MF1034.The orthometric height was determined by differential leveling
 MF1034.and adjusted by the National Geodetic Survey in June 1991..
 MF1034
 MF1034.The geoid height was determined by GEOID03.
 MF1034
 MF1034.The dynamic height is computed by dividing the NAVD 88
 MF1034.geopotential number by the normal gravity value computed on the
 MF1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1034.degrees latitude (g = 980.6199 gals.).
 MF1034
 MF1034.The modeled gravity was interpolated from observed gravity values.
 MF1034
 MF1034;                    North         East    Units  Estimated Accuracy
 MF1034;SPC IL W     -   524,350.      724,630.      MT  (+/- 180 meters Scaled)
 MF1034
 MF1034                          SUPERSEDED SURVEY CONTROL
 MF1034
 MF1034  NGVD 29 (??/??/92)  199.273  (m)          653.78   (f) ADJ UNCH    2 0
 MF1034
 MF1034.Superseded values are not recommended for survey control.
 MF1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1034.See file dsdata.txt to determine how the superseded data were derived.
 MF1034
 MF1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL598860(NAD 83)
 MF1034_MARKER: DR = REFERENCE MARK DISK
 MF1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1034_STAMPING: AWAN NO 1 1958
 MF1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1034+STABILITY: SURFACE MOTION
 MF1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1034+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 MF1034
 MF1034  HISTORY     - Date     Condition        Report By
 MF1034  HISTORY     - 1958     MONUMENTED       CGS
 MF1034  HISTORY     - 1959     GOOD             NGS
 MF1034  HISTORY     - 19960808 GOOD             USPSQD
 MF1034  HISTORY     - 20010919 GOOD             USPSQD
 MF1034  HISTORY     - 20040303 GOOD             USPSQD
 MF1034
 MF1034                          STATION DESCRIPTION
 MF1034
 MF1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1034'1.8 MI E FROM ANNAWAN.
 MF1034'ABOUT 1.8 MILES EAST ALONG U.S. 6 FROM ITS JUNCTION WITH STATE
 MF1034'HIGHWAY 78 AT ANNAWAN, ABOUT 0.2 MILES EAST OF A NORTH-SOUTH
 MF1034'CROSS ROAD, AT A CUT NORTH OF THE HIGHWAY, 43.2 FEET NORTH OF
 MF1034'THE CENTER LINE OF THE HIGHWAY, 13 FEET WEST OF A TELEPHONE POLE,
 MF1034'256 FEET EAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY SOUTH TO
 MF1034'A FARM HOUSE, 47.2 FEET WEST OF TRIANGULATION STATION AWAN, 50.3
 MF1034'FEET WEST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL
 MF1034'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 MF1034'INCHES.
 MF1034
 MF1034                          STATION RECOVERY (1996)
 MF1034
 MF1034'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1034'RECOVERED IN GOOD CONDITION.
 MF1034
 MF1034                          STATION RECOVERY (2001)
 MF1034
 MF1034'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1034'RECOVERED IN GOOD CONDITION.
 MF1034
 MF1034                          STATION RECOVERY (2004)
 MF1034
 MF1034'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1032 ***********************************************************************
 MF1032  DESIGNATION -  AWAN RM 2
 MF1032  PID         -  MF1032
 MF1032  STATE/COUNTY-  IL/HENRY
 MF1032  USGS QUAD   -  MINERAL (1983)
 MF1032
 MF1032                         *CURRENT SURVEY CONTROL
 MF1032  ___________________________________________________________________
 MF1032* NAD 83(1986)-  41 23 23.     (N)    089 52 20.     (W)     SCALED    
 MF1032* NAVD 88     -       199.553  (meters)     654.70   (feet)  ADJUSTED  
 MF1032  ___________________________________________________________________
 MF1032  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1032  DYNAMIC HT  -         199.473 (meters)     654.44  (feet)  COMP
 MF1032  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 MF1032
 MF1032  VERT ORDER  -  SECOND    CLASS 0
 MF1032
 MF1032.The horizontal coordinates were scaled from a topographic map and have
 MF1032.an estimated accuracy of +/- 6 seconds.
 MF1032
 MF1032.The orthometric height was determined by differential leveling
 MF1032.and adjusted by the National Geodetic Survey in June 1991..
 MF1032
 MF1032.The geoid height was determined by GEOID03.
 MF1032
 MF1032.The dynamic height is computed by dividing the NAVD 88
 MF1032.geopotential number by the normal gravity value computed on the
 MF1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1032.degrees latitude (g = 980.6199 gals.).
 MF1032
 MF1032.The modeled gravity was interpolated from observed gravity values.
 MF1032
 MF1032;                    North         East    Units  Estimated Accuracy
 MF1032;SPC IL W     -   524,350.      724,630.      MT  (+/- 180 meters Scaled)
 MF1032
 MF1032                          SUPERSEDED SURVEY CONTROL
 MF1032
 MF1032  NGVD 29 (??/??/92)  199.627  (m)          654.94   (f) ADJ UNCH    2 0
 MF1032
 MF1032.Superseded values are not recommended for survey control.
 MF1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1032.See file dsdata.txt to determine how the superseded data were derived.
 MF1032
 MF1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL598860(NAD 83)
 MF1032_MARKER: DR = REFERENCE MARK DISK
 MF1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1032_STAMPING: AWAN NO 2 1958
 MF1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1032+STABILITY: SURFACE MOTION
 MF1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1032+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 MF1032
 MF1032  HISTORY     - Date     Condition        Report By
 MF1032  HISTORY     - 1958     MONUMENTED       CGS
 MF1032  HISTORY     - 1959     GOOD             NGS
 MF1032  HISTORY     - 19960808 GOOD             USPSQD
 MF1032  HISTORY     - 20010919 GOOD             USPSQD
 MF1032  HISTORY     - 20040303 GOOD             USPSQD
 MF1032
 MF1032                          STATION DESCRIPTION
 MF1032
 MF1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1032'1.8 MI E FROM ANNAWAN.
 MF1032'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF1032'STATE HIGHWAY 78 AT ANNAWAN, ABOUT 0.2 MILES EAST OF A NORTH-SOUTH
 MF1032'CROSS ROAD, AT A CUT NORTH OF THE HIGHWAY, 42.6 FEET NORTH OF
 MF1032'THE CENTERLINE OF THE HIGHWAY, 345 FEET EAST OF THE EXTENDED
 MF1032'CENTER LINE OF A DRIVEWAY SOUTH TO A FARM HOUSE, 76.4 FEET EAST
 MF1032'O A TELEPHONE POLE, 41.9 FEET EAST OF TRIANGULATION STATION AWAN,
 MF1032'38.9 FEET WEST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE
 MF1032'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF1032'5 INCHES.
 MF1032
 MF1032                          STATION RECOVERY (1996)
 MF1032
 MF1032'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1032'RECOVERED IN GOOD CONDITION.
 MF1032
 MF1032                          STATION RECOVERY (2001)
 MF1032
 MF1032'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1032'RECOVERED IN GOOD CONDITION.
 MF1032
 MF1032                          STATION RECOVERY (2004)
 MF1032
 MF1032'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1154 ***********************************************************************
 LC1154  DESIGNATION -  AWE
 LC1154  PID         -  LC1154
 LC1154  STATE/COUNTY-  IL/LOGAN
 LC1154  USGS QUAD   -  LINCOLN WEST (1996)
 LC1154
 LC1154                         *CURRENT SURVEY CONTROL
 LC1154  ___________________________________________________________________
 LC1154* NAD 83(1997)-  40 09 28.38459(N)    089 23 09.08832(W)     ADJUSTED  
 LC1154* NAVD 88     -       177.405  (meters)     582.04   (feet)  ADJUSTED  
 LC1154  ___________________________________________________________________
 LC1154  X           -      52,323.166 (meters)                     COMP
 LC1154  Y           -  -4,881,250.740 (meters)                     COMP
 LC1154  Z           -   4,091,492.884 (meters)                     COMP
 LC1154  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 LC1154  ELLIP HEIGHT-         144.84  (meters)          (02/03/05) GPS OBS
 LC1154  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LC1154  DYNAMIC HT  -         177.314 (meters)     581.74  (feet)  COMP
 LC1154  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 LC1154
 LC1154  HORZ ORDER  -  FIRST
 LC1154  VERT ORDER  -  SECOND    CLASS 0
 LC1154  ELLP ORDER  -  FOURTH    CLASS II
 LC1154
 LC1154.The horizontal coordinates were established by GPS observations
 LC1154.and adjusted by the IL DEPT OF TRANSP in March 2002..
 LC1154
 LC1154.The orthometric height was determined by differential leveling
 LC1154.and adjusted by the National Geodetic Survey in June 1991..
 LC1154
 LC1154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1154
 LC1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1154
 LC1154.The ellipsoidal height was determined by GPS observations
 LC1154.and is referenced to NAD 83.
 LC1154
 LC1154.The geoid height was determined by GEOID03.
 LC1154
 LC1154.The dynamic height is computed by dividing the NAVD 88
 LC1154.geopotential number by the normal gravity value computed on the
 LC1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1154.degrees latitude (g = 980.6199 gals.).
 LC1154
 LC1154.The modeled gravity was interpolated from observed gravity values.
 LC1154
 LC1154;                    North         East     Units Scale Factor Converg.
 LC1154;SPC IL W     -   387,809.974   766,518.895   MT  0.99999563   +0 30 12.8
 LC1154;SPC IL W     - 1,272,339.89  2,514,820.74   sFT  0.99999563   +0 30 12.8
 LC1154;UTM  16      - 4,448,010.300   296,803.710   MT  1.00010830   -1 32 21.0
 LC1154
 LC1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1154!SPC IL W     -   0.99997728  x   0.99999563  =   0.99997291
 LC1154!UTM  16      -   0.99997728  x   1.00010830  =   1.00008558
 LC1154
 LC1154|---------------------------------------------------------------------|
 LC1154| PID    Reference Object                     Distance      Geod. Az  |
 LC1154|                                                           dddmmss.s |
 LC1154| CI6665 AWE RM 2                             50.496 METERS 09600     |
 LC1154| LC1915 LINCOLN GULLETT AND SONS STACK      APPROX. 3.2 KM 1130727.1 |
 LC1154| LC1917 LINCOLN COUNTY COURTHOUSE DOME      APPROX. 2.4 KM 1232840.0 |
 LC1154| LC1916 LINCOLN ST MARYS CATH CH SPIRE      APPROX. 1.9 KM 1321602.0 |
 LC1154| LC1924 LINCOLN MUNICIPAL STANDPIPE         APPROX. 1.3 KM 1430035.3 |
 LC1154| LC1923 LINCOLN ST INSANE ASYLUM STK        APPROX. 2.0 KM 1661755.6 |
 LC1154| LC1921 LINCOLN ST FARM AND COLONY STK      APPROX. 5.1 KM 1793903.2 |
 LC1154| CI6663 AWE AZ MK                                          1875857.3 |
 LC1154| CI6664 AWE RM 1                             54.757 METERS 35957     |
 LC1154|---------------------------------------------------------------------|
 LC1154
 LC1154                          SUPERSEDED SURVEY CONTROL
 LC1154
 LC1154  ELLIP H (03/29/02)  144.87   (m)                       GP(       ) 2 1
 LC1154  NAD 83(1997)-  40 09 28.38551(N)    089 23 09.09087(W) AD(       ) 1
 LC1154  NAD 83(1986)-  40 09 28.39733(N)    089 23 09.08594(W) AD(       ) 1
 LC1154  NAD 27      -  40 09 28.24240(N)    089 23 08.72970(W) AD(       ) 1
 LC1154  NAVD 88 (03/29/02)  177.41   (m)          582.1    (f) LEVELING    3  
 LC1154  NGVD 29 (??/??/92)  177.491  (m)          582.32   (f) ADJ UNCH    2 0
 LC1154
 LC1154.Superseded values are not recommended for survey control.
 LC1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1154.See file dsdata.txt to determine how the superseded data were derived.
 LC1154
 LC1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9680448010(NAD 83)
 LC1154_MARKER: DB = BENCH MARK DISK
 LC1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1154_STAMPING: A W E 1934
 LC1154_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1154+STABILITY: SURFACE MOTION
 LC1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1154+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1998
 LC1154
 LC1154  HISTORY     - Date     Condition        Report By
 LC1154  HISTORY     - 1934     MONUMENTED       CGS
 LC1154  HISTORY     - 1934     GOOD             CGS
 LC1154  HISTORY     - 1960     GOOD             CGS
 LC1154  HISTORY     - 19980708 GOOD             CGS
 LC1154
 LC1154                          STATION DESCRIPTION
 LC1154
 LC1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1154'STATION IS ABOUT 1-1/2 MILES NW OF THE COURTHOUSE IN LINCOLN,
 LC1154'JUST OUTSIDE OF THE NW CITY LIMITS, IN THE SW CORNER OF A
 LC1154'SMALL PASTURE OWNED BY MRS. CHRISTIAN AWE, 162 FEET SSE
 LC1154'OF THE SE CORNER OF THE BARN, 58 FEET N OF THE CENTER LINE
 LC1154'OF STATE HIGHWAYS 120 AND 121, 65 PACES E OF THE JUNCTION OF THE
 LC1154'TWO HIGHWAYS, 33 FEET ENE OF THE MOST SOUTHERLY OF A N-S LINE
 LC1154'OF TREES, AND IS 10 INCHES UNDERGROUND.
 LC1154'
 LC1154'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1154'BRONZE DISKS SET IN CONCRETE.
 LC1154'
 LC1154'REFERENCE MARK NO. 1 IS N OF THE STATION, AT THE SE CORNER OF
 LC1154'A GARDEN LOT, 44.5 FEET E OF THE NE CORNER OF THE BARN, 256.85
 LC1154'FEET NW OF REFERENCE MARK NO. 2, AND PROJECTS 6 INCHES.
 LC1154'REFERENCE MARK NO. 2 IS E OF THE STATION, IN THE N RIGHT-OF-WAY
 LC1154'FENCE OF STATE HIGHWAYS 120 AND 121, AND PROJECTS 8 INCHES.
 LC1154'
 LC1154'AZIMUTH MARK IS S OF STATION, IN THE E RIGHT-OF-WAY LINE
 LC1154'OF A CONCRETE ROAD, 2 FEET N OF A TELEPHONE POLE, ON A SLIGHT
 LC1154'RISE OF GROUND, 25 FEET N OF A CONCRETE RIGHT-OF-WAY MARKER
 LC1154'POST, AND PROJECTS 10 INCHES.
 LC1154'
 LC1154'90-FOOT TOWER WILL CLEAR ALL LINES.
 LC1154
 LC1154                          STATION RECOVERY (1934)
 LC1154
 LC1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LC1154'AT LINCOLN.
 LC1154'AT LINCOLN, LOGAN COUNTY, ON STATE HIGHWAY 10, AT A HIGHWAY
 LC1154'CROSSING, 70 YARDS EAST OF THE CENTERLINE OF STATE HIGHWAY 121,
 LC1154'45 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 10, 35 FEET
 LC1154'EAST OF THE JUNCTION OF A FENCE RUNNING NORTH, AND 14 FEET NORTH
 LC1154'OF A FENCE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 LC1154'A W E 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LC1154
 LC1154                          STATION RECOVERY (1960)
 LC1154
 LC1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1154'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 LC1154'WERE NOT FOUND.  REFERENCE MARK NO. 2 WAS FOUND IN GOOD
 LC1154'CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1 HAVE
 LC1154'BEEN DESTROYED.  A MEASUREMENT WAS MADE FROM THE REFERENCE
 LC1154'MARK NO. 2, AND FOUND THAT THE STATION MARK IS NOW IN THE
 LC1154'DRIVEWAY OF A FILLING STATION ABOUT 12 FEET FROM THE GASOLINE
 LC1154'PUMPS.  IT HAS EITHER BEEN COVERED UP WITH CEMENT OR HAS BEEN
 LC1154'DESTROYED, AND CANNOT BE RECOVERED UNLESS THE CONCRETE DRIVE
 LC1154'INTO THE STATION IS TAKEN UP.
 LC1154
 LC1154                          STATION RECOVERY (1998)
 LC1154
 LC1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1998 (GW)
 LC1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0379 ***********************************************************************
 JB0379  DESIGNATION -  AYERS
 JB0379  PID         -  JB0379
 JB0379  STATE/COUNTY-  IL/JEFFERSON
 JB0379  USGS QUAD   -  MOUNT VERNON (1978)
 JB0379
 JB0379                         *CURRENT SURVEY CONTROL
 JB0379  ___________________________________________________________________
 JB0379* NAD 83(1997)-  38 16 04.69488(N)    088 55 50.03697(W)     ADJUSTED  
 JB0379* NAVD 88     -       151.078  (meters)     495.66   (feet)  ADJUSTED  
 JB0379  ___________________________________________________________________
 JB0379  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 JB0379  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB0379  DYNAMIC HT  -         150.981 (meters)     495.34  (feet)  COMP
 JB0379  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JB0379
 JB0379  HORZ ORDER  -  SECOND
 JB0379  VERT ORDER  -  SECOND    CLASS 0
 JB0379
 JB0379.The horizontal coordinates were established by classical geodetic methods
 JB0379.and adjusted by the National Geodetic Survey in October 1999..
 JB0379
 JB0379.The orthometric height was determined by differential leveling
 JB0379.and adjusted by the National Geodetic Survey in June 1991..
 JB0379
 JB0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0379
 JB0379.The geoid height was determined by GEOID03.
 JB0379
 JB0379.The dynamic height is computed by dividing the NAVD 88
 JB0379.geopotential number by the normal gravity value computed on the
 JB0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0379.degrees latitude (g = 980.6199 gals.).
 JB0379
 JB0379.The modeled gravity was interpolated from observed gravity values.
 JB0379
 JB0379;                    North         East     Units Scale Factor Converg.
 JB0379;SPC IL E     -   177,887.309   247,736.139   MT  1.00000863   -0 22 11.6
 JB0379;SPC IL E     -   583,618.61    812,780.98   sFT  1.00000863   -0 22 11.6
 JB0379;UTM  16      - 4,237,310.206   331,112.594   MT  0.99995128   -1 11 45.5
 JB0379
 JB0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0379!SPC IL E     -   0.99998101  x   1.00000863  =   0.99998964
 JB0379!UTM  16      -   0.99998101  x   0.99995128  =   0.99993230
 JB0379
 JB0379:                Primary Azimuth Mark                     Grid Az
 JB0379:SPC IL E     -  AYERS RM 4                               009 31 18.3
 JB0379:UTM  16      -  AYERS RM 4                               010 20 52.2
 JB0379
 JB0379|---------------------------------------------------------------------|
 JB0379| PID    Reference Object                     Distance      Geod. Az  |
 JB0379|                                                           dddmmss.s |
 JB0379| CI2908 AYERS RM 4                                         0090906.7 |
 JB0379| JB1756 MT VERNON ILL PWR MICROWAV TWR      APPROX. 5.6 KM 0242804.2 |
 JB0379| JB1755 MT VERNON SE MUNICIPAL TANK         APPROX. 5.7 KM 0274515.0 |
 JB0379| JB0381 AYERS RM 3                           17.746 METERS 09301     |
 JB0379| JB0380 AYERS RM 1                           18.025 METERS 09313     |
 JB0379| JB0377 AYERS AZ MK                                        1642027.6 |
 JB0379| JB0378 AYERS RM 2                           13.874 METERS 18212     |
 JB0379| JB1761 MT VERNON TRI CO ELEC RAD MAST      APPROX. 5.3 KM 3514225.7 |
 JB0379|---------------------------------------------------------------------|
 JB0379
 JB0379                          SUPERSEDED SURVEY CONTROL
 JB0379
 JB0379  NAD 83(1997)-  38 16 04.70798(N)    088 55 50.03584(W) AD(       ) 2
 JB0379  NAD 83(1986)-  38 16 04.70992(N)    088 55 50.03648(W) AD(       ) 2
 JB0379  NAD 27      -  38 16 04.52941(N)    088 55 49.79478(W) AD(       ) 2
 JB0379  NGVD 29 (??/??/92)  151.188  (m)          496.02   (f) ADJ UNCH    2 0
 JB0379
 JB0379.Superseded values are not recommended for survey control.
 JB0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0379.See file dsdata.txt to determine how the superseded data were derived.
 JB0379
 JB0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3111337310(NAD 83)
 JB0379_MARKER: DE = TRAVERSE STATION DISK
 JB0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0379_STAMPING: AYERS 1960
 JB0379_MARK LOGO: CGS   
 JB0379_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0379+STABILITY: SURFACE MOTION
 JB0379
 JB0379  HISTORY     - Date     Condition        Report By
 JB0379  HISTORY     - 1960     MONUMENTED       CGS
 JB0379  HISTORY     - 1960     GOOD             CGS
 JB0379  HISTORY     - 1961     GOOD             CGS
 JB0379  HISTORY     - 1964     GOOD             ILHD
 JB0379  HISTORY     - 1973     GOOD             USGS
 JB0379  HISTORY     - 1974     GOOD             NGS
 JB0379  HISTORY     - 1974     GOOD             NGS
 JB0379  HISTORY     - 1983     GOOD             NGS
 JB0379  HISTORY     - 19830615 GOOD             NGS
 JB0379
 JB0379                          STATION DESCRIPTION
 JB0379
 JB0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0379'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH-NORTHWEST OF BONNIE,
 JB0379'ABOUT 3.8 MILES
 JB0379'SOUTH-SOUTHWEST OF MT VERNON AND 1.35 MILES SOUTH OF STATE
 JB0379'HIGHWAY 148.
 JB0379'
 JB0379'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 JB0379'SQUARE IN MT VERNON, GO
 JB0379'SOUTH ON STATE HIGHWAY 137 FOR 1.2 MILES TO THE JUNCTION
 JB0379'OF STATE HIGHWAY 148, TURN
 JB0379'RIGHT, GO WESTERLY ON STATE HIGHWAY 148
 JB0379'FOR 1.75 MILES TO CROSSROAD, TURN LEFT, GO
 JB0379'SOUTH FOR 1.35 MILES TO
 JB0379'SIDE ROAD RIGHT, TURN RIGHT, GO WEST FOR 0.05 MILE TO THE
 JB0379'STATION ON THE
 JB0379'RIGHT AS DESCRIBED.
 JB0379'
 JB0379'THE STATION IS A STANDARD TRAVERSE DISK SET IN TOP OF A 10 INCH
 JB0379'SQUARE CONCRETE
 JB0379'POST WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 JB0379'AYERS 1960.  THE MARK IS 23
 JB0379'FEET NORTH OF THE CENTER OF ROAD, 6 FEET
 JB0379'WEST-SOUTHWEST OF POWERLINE POLE WITH A
 JB0379'TRANSFORMER AND 2.0 FEET WEST
 JB0379'OF WITNESS POST.
 JB0379'
 JB0379'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0379'CONCRETE POST WHICH
 JB0379'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED AYERS NO 1
 JB0379'1960.  THE MARK IS 57.2 FEET
 JB0379'EAST OF WITNESS POST, 54 FEET EAST OF
 JB0379'POWERLINE POLE WITH TRANSFORMER, 24 FEET NORTH
 JB0379'OF CENTER OF ROAD AND
 JB0379'1 FOOT SOUTH OF FENCE.
 JB0379'
 JB0379'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0379'CONCRETE POST WHICH
 JB0379'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED AYERS NO 2
 JB0379'1960.  THE MARK IS 87 FEET
 JB0379'WEST OF CENTER OF DRIVEWAY, 22 FEET SOUTH
 JB0379'OF CENTER OF ROAD AND 1 FOOT NORTH OF FENCE.
 JB0379'
 JB0379'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0379'CONCRETE POST WHICH
 JB0379'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED AYERS 1960.
 JB0379'THE MARK IS 24 FEET EAST
 JB0379'OF CENTER OF ROAD, 2.1 FEET NORTH-NORTHWEST
 JB0379'OF WITNESS POST AND 2 FEET WEST OF FENCE.
 JB0379'
 JB0379'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05 MILE,
 JB0379'TURN RIGHT, GO SOUTH FOR
 JB0379'0.2 MILE TO THE MARK ON LEFT.
 JB0379'
 JB0379'ADDITIONAL OBJECTS VISIBLE FROM GROUND FOLLOW,
 JB0379'
 JB0379'HEIGHT OF LIGHT ABOVE STATION MARK 3.64 METERS.
 JB0379
 JB0379                          STATION RECOVERY (1960)
 JB0379
 JB0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0379'4.2 MI S FROM MT VERNON.
 JB0379'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0379'AT MT. VERNON, THENCE 1.75 MILE SOUTHWEST ALONG STATE HIGHWAY
 JB0379'148, THENCE 1.25 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.05 MILE
 JB0379'WEST ALONG AN OILED ROAD, AT A DRIVE SOUTH TO A BARNYARD, 23
 JB0379'FEET NORTH OF THE CENTER LINE OF THE ROAD, 86 FEET WEST OF THE
 JB0379'EXTENDED CENTER LINE OF THE DRIVE, 5 FEET SOUTHWEST OF A POWER
 JB0379'POLE WITH A TRANSFORMER, 1 FOOT SOUTH OF A FENCE, 91 FEET
 JB0379'NORTHWEST AND ACROSS THE ROAD FROM A FENCE CORNER, 2.0 FEET
 JB0379'WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB0379'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0379
 JB0379                          STATION RECOVERY (1961)
 JB0379
 JB0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0379'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 JB0379'GOOD CONDITION.  THE
 JB0379'DISTANCE TO ALL MARKS CHECKED.  THE DIRECTION TO
 JB0379'REFERENCE MARK 2 AND AZIMUTH MARK
 JB0379'CHECKED, BUT A SLIGHT DIFFERENCE
 JB0379'WAS FOUND IN DIRECTION TO REFERENCE MARK 1.  A
 JB0379'SECOND SET OF
 JB0379'OBSERVATION WERE TAKEN AND THE RESULTS MEANED.
 JB0379'
 JB0379'OBSERVATIONS WERE TAKEN FROM A 12 FOOT WOODEN STAND.
 JB0379
 JB0379                          STATION RECOVERY (1964)
 JB0379
 JB0379'RECOVERY NOTE BY IL HIGHWAY DEPT 1964 (DEW)
 JB0379'STATION, RM 1, RM 2, AND AZ MK RECOVERED IN GOOD CONDITION.
 JB0379
 JB0379                          STATION RECOVERY (1973)
 JB0379
 JB0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JB0379'STATION AND RM 2 FOUND IN GOOD CONDITION AS DESCRIBED.  RM 1 AND THE
 JB0379'AZIMUTH MARK WERE DESTROYED.  DESCRIPTION ADEQUATE.
 JB0379
 JB0379                          STATION RECOVERY (1974)
 JB0379
 JB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JB0379'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 JB0379'REFERENCE MARK 1 WAS FOUND UPROOTED.  THE AZIMUTH MARK WAS NOT FOUND
 JB0379'AND ASSUMED TO HAVE BEEN DESTROYED.  REFERENCE MARKS 3 AND 4 WERE
 JB0379'SET.  THE DIRECTION TO THE WATER TANK AND REFERENCE MARK 2 CHECKED
 JB0379'AS DID THE DISTANCE TO REFERENCE MARK 2.  DUE TO ROAD CHANGES A
 JB0379'NEW DESCRIPTION FOLLOWS--
 JB0379'
 JB0379'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF BONNIE, ABOUT 0.3
 JB0379'MILE SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAYS 57 AND 64, 160
 JB0379'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 57,
 JB0379'23 FEET NORTH OF THE CENTERLINE OF OILED ROAD, 42 FEET EAST OF A
 JB0379'POWER TRANSFORMER POLE AND 71 FEET EAST OF THE CENTERLINE OF
 JB0379'DRIVEWAY TO A MOBILE HOME.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JB0379'IS STAMPED AYERS 1960.
 JB0379'
 JB0379'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND
 JB0379'INTERSTATE HIGHWAY 64 AT THE SOUTH EDGE OF MT. VERNON, GO SOUTH ON
 JB0379'HIGHWAY 37 FOR 0.2 MILE TO A FRONTAGE ROAD RIGHT.  TURN RIGHT AND
 JB0379'GO WESTERLY ON THE ROAD FOR 1.25 MILES TO A ROAD FORK.  TAKE THE
 JB0379'RIGHT FORK AND CONTINUE WEST FOR 0.75 MILE TO A T-ROAD.  TURN
 JB0379'RIGHT AND GO NORTH ON OILED ROAD FOR 0.05 TO A BARRICAGE AND A ROAD
 JB0379'LEFT.  TURN LEFT AND GO WEST ON OILED ROAD FOR 0.05 MILE TO THE
 JB0379'STATION ON THE RIGHT.
 JB0379'
 JB0379'REFERENCE MARK 2 IS 1 FOOT WEST OF A METAL WITNESS POST, 160 FEET
 JB0379'EAST OF THE RIGHT-OF-WAY FENCE AND 22 FEET SOUTH OF THE CENTERLINE
 JB0379'OF THE ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JB0379'AYERS NO 2 1960.
 JB0379'
 JB0379'REFERENCE MARK 3 IS 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 219
 JB0379'FEET EAST OF THE RIGHT-OF-WAY FENCE, 1 FOOT WEST OF A METAL WITNESS
 JB0379'POST AND 100 FEET EAST OF THE POWER POLE.  THE MONUMENT PROJECTS 5
 JB0379'INCHES AND THE DISK IS STAMPED AYERS 1960 NO 3 1974.
 JB0379'
 JB0379'REFERENCE MARK 4 IS 21 NORTH OF THE CENTERLINE OF SOUTH I 57 EXIT
 JB0379'RAMP, 1 FOOT WEST OF A METAL WITNESS POST, 3 FEET NORTHEAST OF THE
 JB0379'EAST END OF A METAL GUARD RAIL, 0.1 MILE WEST OF THE INTERSECTION
 JB0379'OF THE NORTH AND SOUTH I 57 EXIT RAMPS AND ABOUT 0.1 MILE EAST OF
 JB0379'THE JUNCTION OF I 64 AND I 57.  THE MONUMENT PROJECTS 2 INCHES
 JB0379'AND THE DISK IS STAMPED AYERS AZ 1960 NO 4 1974.
 JB0379'
 JB0379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JB0379'SOUTHWEST OF MT. VERNON.
 JB0379'
 JB0379'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JB0379
 JB0379                          STATION RECOVERY (1974)
 JB0379
 JB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JB0379'RECOVERED IN GOOD CONDITION.
 JB0379
 JB0379                          STATION RECOVERY (1983)
 JB0379
 JB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JB0379'RECOVERED IN GOOD CONDITION.
 JB0379
 JB0379                          STATION RECOVERY (1983)
 JB0379
 JB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JB0379'THE STATION MARK, RMS 2 AND 3 AND RM 4 USED AS THE AZ MK WERE
 JB0379'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE RMS CHECKED THE OLD
 JB0379'DATA.  THE DIRECTION TO THE AZ MK AMD TO RM 2 CHECKED THE OLD DATA.
 JB0379'THE DIRECTION TO RM 3 WAS FOUND TO BE GREATER BY 2 MINUTES 20.33
 JB0379'SECONDS.  THE DESCRIPTION AND TO REACH FOR THE STATION IS ADEQUATE.
 JB0379'DUE TO ROAD CONSTRUCTION RM 4 (AZ MK) WAS DESTROYED AND RM 5 (AZ MK)
 JB0379'WAS ESTABLISHED AT THIS TIME.  THE STATION IS A STANDARD NGS DISK
 JB0379'STAMPED---AYERS 1960---, SET INTO THE TOP OF A SQUARE CONCRETE
 JB0379'MONUMENT, 12 INCHES (35 CM) IN DIAMETER, PROJECTING 4 INCHES (12 CM)
 JB0379'ABOVE THE GROUND, THE STATION IS LOCATED 160.0 FT (48.8 M) E FROM THE
 JB0379'RIGHT-OF-WAY FENCE OF INTERSTATE HWY 57, 73.6 S FROM THE SE CORNER OF
 JB0379'THE MOBLE HOME, 44.0 FT (13.4 M) WSW FROM THE SW CORNER OF A METAL
 JB0379'SHED, 23.0 FT (7.0 M) N FROM THE CENTER OR THE OILED ROAD AND 42.0 FT
 JB0379'(12.8 M) E FROM A UTILITY POLE WITH TRANSFORMER.  RM NO 2, IS A
 JB0379'STANDARD NGS DISK STAMPED---AYERS NO 2 1960---, SET INTO THE TOP OF A
 JB0379'SQUARE CONCRETE MONUMENT, 12 INCHES (35 CM) IN DIAMETER, PROJECTING 3
 JB0379'INCHES (9 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 160.0 FT (48.8
 JB0379'M) E FROM THE RIGHT-OF-WAY FENCE, 22.0 FT (6.7 M) S FROM THE CENTER OF
 JB0379'THE OILED ROAD AND 1.0 FT (0.3 M) W FROM A METAL WITNESS POST, AND 1.0
 JB0379'FT (0.3 M) HIGHER THAN THE STATION.  RM NO 3, IS A STANDARD NGS DISK
 JB0379'STAMPED---AYERS 1960 NO 3 1974---, SET INTO THE TOP OF A SQUARE
 JB0379'CONCRETE MONUMENT, 12 INCHES (35 CM) IN DIAMETER, PROJECTING 5 INCHES
 JB0379'(15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 219.0 E FROM THE
 JB0379'RIGHT-OF-WAY FENCE, 23.0 FT (7.0 M) N FROM THE CENTER OF OILED ROAD,
 JB0379'100.0 FT (30.5 M) E FROM THE UTILITY POLE WITH TRANSFORMER, 1.0 FT
 JB0379'(0.3 M) W FROM A METAL WITNESS POST, AND LEVEL WITH THE STATION.  RM 4
 JB0379'IS A STANDARD NGS DISK STAMPED---AYERS AZ 1960 NO 4 1974---, SET INTO
 JB0379'THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER,
 JB0379'FLUSH WITH GROUND.  NOTE, NOW DESTROYED.  AZ MK NO 5, IS A STANDARD RM
 JB0379'DISK STAMPED---AYERS AZ 1960 NO 5 1983---, SET INTO THE TOP OF A ROUND
 JB0379'CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.
 JB0379'THE STATION IS LOCATED 91.4 FT (27.9 M) W FROM THE CENTER OF
 JB0379'INTERSTATE HWY 57 S, 70.0 FT (21.3 M) E FROM THE CENTER OF A FRONTAGE
 JB0379'ROAD AND 1.0, FT (0.3 M) E FROM A FENCE LINE AND WITNESS POST.  TO
 JB0379'REACH THE AZ MK FROM THE JUNCTION OF INTERSTATE HWYS 57 AND 64 S BOUND
 JB0379'AT MILE MARKER 92, GO S ON HWY 57 FOR 0.7 MILE (1.1 KM) TO THE MARK ON
 JB0379'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0377 ***********************************************************************
 JB0377  DESIGNATION -  AYERS AZ MK
 JB0377  PID         -  JB0377
 JB0377  STATE/COUNTY-  IL/JEFFERSON
 JB0377  USGS QUAD   -  MOUNT VERNON (1978)
 JB0377
 JB0377                         *CURRENT SURVEY CONTROL
 JB0377  ___________________________________________________________________
 JB0377* NAD 83(1986)-  38 15 54.     (N)    088 55 45.     (W)     SCALED    
 JB0377* NAVD 88     -       149.096  (meters)     489.16   (feet)  ADJUSTED  
 JB0377  ___________________________________________________________________
 JB0377  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB0377  DYNAMIC HT  -         149.000 (meters)     488.84  (feet)  COMP
 JB0377  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 JB0377
 JB0377  VERT ORDER  -  SECOND    CLASS 0
 JB0377
 JB0377.The horizontal coordinates were scaled from a topographic map and have
 JB0377.an estimated accuracy of +/- 6 seconds.
 JB0377
 JB0377.The orthometric height was determined by differential leveling
 JB0377.and adjusted by the National Geodetic Survey in June 1991..
 JB0377
 JB0377.The geoid height was determined by GEOID03.
 JB0377
 JB0377.The dynamic height is computed by dividing the NAVD 88
 JB0377.geopotential number by the normal gravity value computed on the
 JB0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0377.degrees latitude (g = 980.6199 gals.).
 JB0377
 JB0377.The modeled gravity was interpolated from observed gravity values.
 JB0377
 JB0377;                    North         East    Units  Estimated Accuracy
 JB0377;SPC IL E     -   177,560.      247,860.      MT  (+/- 180 meters Scaled)
 JB0377
 JB0377                          SUPERSEDED SURVEY CONTROL
 JB0377
 JB0377  NGVD 29 (??/??/92)  149.205  (m)          489.52   (f) ADJ UNCH    2 0
 JB0377
 JB0377.Superseded values are not recommended for survey control.
 JB0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0377.See file dsdata.txt to determine how the superseded data were derived.
 JB0377
 JB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH312369(NAD 83)
 JB0377_MARKER: DZ = AZIMUTH MARK DISK
 JB0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0377_STAMPING: AYERS 1960
 JB0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0377+STABILITY: SURFACE MOTION
 JB0377
 JB0377  HISTORY     - Date     Condition        Report By
 JB0377  HISTORY     - 1960     MONUMENTED       CGS
 JB0377
 JB0377                          STATION DESCRIPTION
 JB0377
 JB0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0377'4.4 MI S FROM MT VERNON.
 JB0377'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0377'HOUSE AT MT. VERNON, THENCE 1.75 MILES SOUTHWEST ALONG STATE
 JB0377'HIGHWAY 148, THENCE 1.45 MILES SOUTH ALONG AN OILED ROAD, ON THE
 JB0377'TOP OF A CUT EAST OF THE ROAD, 23 FEET EAST OF THE CENTER LINE OF
 JB0377'THE ROAD, 1 FOOT WEST OF A FENCE, 127 FEET SOUTH OF A POWER POLE
 JB0377'WITH A TRANSFORMER, 44 FEET EAST-SOUTHEAST OF THE THIRD TELEPHONE
 JB0377'POLE NORTH OF A HOUSE ON THE EAST SIDE OF THE ROAD, 2.2 FEET
 JB0377'NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE
 JB0377'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0377'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0378 ***********************************************************************
 JB0378  DESIGNATION -  AYERS RM 2
 JB0378  PID         -  JB0378
 JB0378  STATE/COUNTY-  IL/JEFFERSON
 JB0378  USGS QUAD   -  MOUNT VERNON (1978)
 JB0378
 JB0378                         *CURRENT SURVEY CONTROL
 JB0378  ___________________________________________________________________
 JB0378* NAD 83(1986)-  38 16 04.     (N)    088 55 49.     (W)     SCALED    
 JB0378* NAVD 88     -       151.211  (meters)     496.10   (feet)  ADJUSTED  
 JB0378  ___________________________________________________________________
 JB0378  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB0378  DYNAMIC HT  -         151.114 (meters)     495.78  (feet)  COMP
 JB0378  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JB0378
 JB0378  VERT ORDER  -  SECOND    CLASS 0
 JB0378
 JB0378.The horizontal coordinates were scaled from a topographic map and have
 JB0378.an estimated accuracy of +/- 6 seconds.
 JB0378
 JB0378.The orthometric height was determined by differential leveling
 JB0378.and adjusted by the National Geodetic Survey in June 1991..
 JB0378
 JB0378.The geoid height was determined by GEOID03.
 JB0378
 JB0378.The dynamic height is computed by dividing the NAVD 88
 JB0378.geopotential number by the normal gravity value computed on the
 JB0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0378.degrees latitude (g = 980.6199 gals.).
 JB0378
 JB0378.The modeled gravity was interpolated from observed gravity values.
 JB0378
 JB0378;                    North         East    Units  Estimated Accuracy
 JB0378;SPC IL E     -   177,870.      247,760.      MT  (+/- 180 meters Scaled)
 JB0378
 JB0378                          SUPERSEDED SURVEY CONTROL
 JB0378
 JB0378  NGVD 29 (??/??/92)  151.321  (m)          496.46   (f) ADJ UNCH    2 0
 JB0378
 JB0378.Superseded values are not recommended for survey control.
 JB0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0378.See file dsdata.txt to determine how the superseded data were derived.
 JB0378
 JB0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH311372(NAD 83)
 JB0378_MARKER: DR = REFERENCE MARK DISK
 JB0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0378_STAMPING: AYERS NO 2 1960
 JB0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0378+STABILITY: SURFACE MOTION
 JB0378
 JB0378  HISTORY     - Date     Condition        Report By
 JB0378  HISTORY     - 1960     MONUMENTED       CGS
 JB0378  HISTORY     - 1974     GOOD             NGS
 JB0378  HISTORY     - 1983     GOOD             NGS
 JB0378
 JB0378                          STATION DESCRIPTION
 JB0378
 JB0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0378'4.2 MI S FROM MT VERNON.
 JB0378'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0378'HOUSE AT MT. VERNON, THENCE 1.75 MILE SOUTHWEST ALONG STATE
 JB0378'HIGHWAY 148, THENCE 1.25 MILE SOUTH ALONG AN OILED ROAD, THENCE
 JB0378'0.05 MILE WEST ALONG AN OILED ROAD, AT A DRIVE SOUTH TO A BARNYARD,
 JB0378'23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 88 FEET WEST OF THE
 JB0378'CENTER LINE OF THE DRIVE, 2 FEET NORTH OF A FENCE, 48 FEET SOUTH
 JB0378'OF A POWER POLE WITH A TRANSFORMER, 79 FEET WEST OF A FENCE
 JB0378'CORNER, 45.5 FEET SOUTH OF TRAVERSE STATION AYERS, 46.1 FEET
 JB0378'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 JB0378'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JB0378'INCHES.
 JB0378
 JB0378                          STATION RECOVERY (1974)
 JB0378
 JB0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JB0378'RECOVERED IN GOOD CONDITION.
 JB0378
 JB0378                          STATION RECOVERY (1983)
 JB0378
 JB0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JB0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0381 ***********************************************************************
 JB0381  DESIGNATION -  AYERS RM 3
 JB0381  PID         -  JB0381
 JB0381  STATE/COUNTY-  IL/JEFFERSON
 JB0381  USGS QUAD   -  MOUNT VERNON (1978)
 JB0381
 JB0381                         *CURRENT SURVEY CONTROL
 JB0381  ___________________________________________________________________
 JB0381* NAD 83(1986)-  38 16 04.     (N)    088 55 49.     (W)     SCALED    
 JB0381* NAVD 88     -       150.92   (meters)     495.1    (feet)  RESET     
 JB0381  ___________________________________________________________________
 JB0381  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB0381
 JB0381  VERT ORDER  -  THIRD
 JB0381
 JB0381.The horizontal coordinates were scaled from a topographic map and have
 JB0381.an estimated accuracy of +/- 6 seconds.
 JB0381
 JB0381.The orthometric height was computed from unverified reset data.
 JB0381.No vertical observational check was made to the station.
 JB0381
 JB0381.The geoid height was determined by GEOID03.
 JB0381
 JB0381;                    North         East    Units  Estimated Accuracy
 JB0381;SPC IL E     -   177,870.      247,760.      MT  (+/- 180 meters Scaled)
 JB0381
 JB0381                          SUPERSEDED SURVEY CONTROL
 JB0381
 JB0381  NGVD 29 (03/28/06)  151.03   (m)          495.5    (f) RESET       3  
 JB0381
 JB0381.Superseded values are not recommended for survey control.
 JB0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0381.See file dsdata.txt to determine how the superseded data were derived.
 JB0381
 JB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH311372(NAD 83)
 JB0381_MARKER: DR = REFERENCE MARK DISK
 JB0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0381_STAMPING: AYERS 1960 NO 3 1974
 JB0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0381+STABILITY: SURFACE MOTION
 JB0381
 JB0381  HISTORY     - Date     Condition        Report By
 JB0381  HISTORY     - 1974     MONUMENTED       NGS
 JB0381
 JB0381                          STATION DESCRIPTION
 JB0381
 JB0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JB0381'4 MI SW FROM MT VERNON.
 JB0381'0.2 MILE SOUTH ALONG STATE HIGHWAY 37 FROM ITS JUNCTION WITH
 JB0381'INTERSTATE HIGHWAY 64 AT THE SOUTH EDGE OF MT. VERNON, THENCE
 JB0381'WESTERLY ON FRONTAGE ROAD FOR 1.25 MILES TO A ROAD FORK, THENCE
 JB0381'RIGHT AND WEST FOR 0.75 MILE TO A ROAD RIGHT, THENCE RIGHT ON
 JB0381'OILED ROAD FOR 0.05 MILE TO A BARRICADE AND AN OILED ROAD LEFT,
 JB0381'THENCE WEST ON OILED ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT,
 JB0381'23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 219 FEET EAST OF
 JB0381'THE EAST RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 57, 1 FOOT WEST
 JB0381'OF A METAL WITNESS POST, 100 FEET EAST OF A POWER POLE WITH A
 JB0381'TRANSFORMER AND SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 JB0381'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0123 ***********************************************************************
 LC0123  DESIGNATION -  B 1
 LC0123  PID         -  LC0123
 LC0123  STATE/COUNTY-  IL/CHAMPAIGN
 LC0123  USGS QUAD   -  MAHOMET (1975)
 LC0123
 LC0123                         *CURRENT SURVEY CONTROL
 LC0123  ___________________________________________________________________
 LC0123* NAD 83(1986)-  40 11 26.     (N)    088 24 29.     (W)     SCALED    
 LC0123* NAVD 88     -       216.824  (meters)     711.36   (feet)  ADJUSTED  
 LC0123  ___________________________________________________________________
 LC0123  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0123  DYNAMIC HT  -         216.715 (meters)     711.01  (feet)  COMP
 LC0123  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 LC0123
 LC0123  VERT ORDER  -  FIRST     CLASS II
 LC0123
 LC0123.The horizontal coordinates were scaled from a topographic map and have
 LC0123.an estimated accuracy of +/- 6 seconds.
 LC0123
 LC0123.The orthometric height was determined by differential leveling
 LC0123.and adjusted by the National Geodetic Survey in June 1991..
 LC0123
 LC0123.The geoid height was determined by GEOID03.
 LC0123
 LC0123.The dynamic height is computed by dividing the NAVD 88
 LC0123.geopotential number by the normal gravity value computed on the
 LC0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0123.degrees latitude (g = 980.6199 gals.).
 LC0123
 LC0123.The modeled gravity was interpolated from observed gravity values.
 LC0123
 LC0123;                    North         East    Units  Estimated Accuracy
 LC0123;SPC IL E     -   391,160.      293,640.      MT  (+/- 180 meters Scaled)
 LC0123
 LC0123                          SUPERSEDED SURVEY CONTROL
 LC0123
 LC0123  NGVD 29 (??/??/92)  216.875  (m)          711.53   (f) ADJ UNCH    1 2
 LC0123
 LC0123.Superseded values are not recommended for survey control.
 LC0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0123.See file dsdata.txt to determine how the superseded data were derived.
 LC0123
 LC0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK801498(NAD 83)
 LC0123_MARKER: P = PIPE CAP
 LC0123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LC0123_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LC0123_STAMPING: 711.560 B 1 1905
 LC0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0123
 LC0123  HISTORY     - Date     Condition        Report By
 LC0123  HISTORY     - 1905     MONUMENTED       USGS
 LC0123  HISTORY     - 1954     GOOD             NGS
 LC0123  HISTORY     - 1973     GOOD             NGS
 LC0123  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0123
 LC0123                          STATION DESCRIPTION
 LC0123
 LC0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0123'AT MAHOMET.
 LC0123'AT MAHOMET, ALONG THE NEW YORK CENTRAL RAILROAD, AT CROSSING OF
 LC0123'STATE HIGHWAY 47, 10 1/4 FEET NORTH-NORTHEAST OF NEAR RAIL OF MAIN
 LC0123'TRACK, 33 3/4 FEET EAST OF CENTER OF CROSSING OF STATE HIGHWAY 47,
 LC0123'225 1/2 FEET WEST-NORTHWEST OF SEMAPHORE IN FRONT OF STATION
 LC0123'AGENTS WINDOW OF RAILROAD STATION, 92 1/2 FEET WEST-NORTHWEST
 LC0123'OF NORTHWEST END OF CONCRETE RAMP OF STATION, 8 1/2 FEET EAST OF
 LC0123'CENTER OF TOP OF A MANHOLE COVER, 6 1/2 FEET WEST OF A CONCRETE
 LC0123'POST INSCRIBED CB, ABOUT 1/2 FOOT BELOW LEVEL OF TRACK AND IS A
 LC0123'U.S.G.S. CAP ON 3 1/2-INCH IRON PIPE ABOUT 12 INCHES UNDERGROUND.
 LC0123
 LC0123                          STATION RECOVERY (1973)
 LC0123
 LC0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0123'RECOVERED IN GOOD CONDITION.
 LC0123
 LC0123                          STATION RECOVERY (1986)
 LC0123
 LC0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3231 ***********************************************************************
 ME3231  DESIGNATION -  B 1
 ME3231  PID         -  ME3231
 ME3231  STATE/COUNTY-  IL/DU PAGE
 ME3231  USGS QUAD   -  ELMHURST (1997)
 ME3231
 ME3231                         *CURRENT SURVEY CONTROL
 ME3231  ___________________________________________________________________
 ME3231* NAD 83(1997)-  41 58 02.55515(N)    087 55 49.37118(W)     ADJUSTED  
 ME3231* NAVD 88     -       202.8    (meters)     665.     (feet)  VERTCON   
 ME3231  ___________________________________________________________________
 ME3231  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ME3231  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3231
 ME3231  HORZ ORDER  -  SECOND
 ME3231
 ME3231.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3231
 ME3231.The horizontal coordinates were established by classical geodetic methods
 ME3231.and adjusted by the National Geodetic Survey in October 1999..
 ME3231
 ME3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3231
 ME3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3231
 ME3231.The geoid height was determined by GEOID03.
 ME3231
 ME3231;                    North         East     Units Scale Factor Converg.
 ME3231;SPC IL E     -   588,557.645   333,401.159   MT  0.99998872   +0 16 10.1
 ME3231;SPC IL E     - 1,930,959.54  1,093,833.64   sFT  0.99998872   +0 16 10.1
 ME3231;UTM  16      - 4,646,572.651   422,908.360   MT  0.99967313   -0 37 19.9
 ME3231
 ME3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3231!SPC IL E     -   0.99997346  x   0.99998872  =   0.99996218
 ME3231!UTM  16      -   0.99997346  x   0.99967313  =   0.99964659
 ME3231
 ME3231:                Primary Azimuth Mark                     Grid Az
 ME3231:SPC IL E     -  O HARE CONTROL TWR BALL                  062 43 59.9
 ME3231:UTM  16      -  O HARE CONTROL TWR BALL                  063 37 29.9
 ME3231
 ME3231|---------------------------------------------------------------------|
 ME3231| PID    Reference Object                     Distance      Geod. Az  |
 ME3231|                                                           dddmmss.s |
 ME3231| ME3270 O HARE CONTROL TWR BALL             APPROX. 2.4 KM 0630010.0 |
 ME3231| ME3199 AIRPORT BM K 5 COC                  APPROX. 0.5 KM 1133534.3 |
 ME3231| ME3235 B 2                                 391.929 METERS 30811     |
 ME3231| ME3268 K 4                                 263.836 METERS 30903     |
 ME3231|---------------------------------------------------------------------|
 ME3231
 ME3231                          SUPERSEDED SURVEY CONTROL
 ME3231
 ME3231  NAD 83(1997)-  41 58 02.55521(N)    087 55 49.37173(W) AD(       ) 2
 ME3231  NAD 83(1997)-  41 58 02.55467(N)    087 55 49.38601(W) AD(       ) 2
 ME3231  NAD 83(1986)-  41 58 02.55614(N)    087 55 49.38570(W) AD(       ) 2
 ME3231  NGVD 29 (08/23/90)  202.9    (m)          666.     (f) VERT ANG       
 ME3231
 ME3231.Superseded values are not recommended for survey control.
 ME3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3231.See file dsdata.txt to determine how the superseded data were derived.
 ME3231
 ME3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2290846573(NAD 83)
 ME3231_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3231_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3231+STABILITY: SURFACE MOTION
 ME3231
 ME3231  HISTORY     - Date     Condition        Report By
 ME3231  HISTORY     - 1983     MONUMENTED       IL1670
 ME3231
 ME3231                          STATION DESCRIPTION
 ME3231
 ME3231'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3231'THE STATION IS LOCATED ON  CHICAGO O HARE INTERNATIONAL AIRPORT,
 ME3231'ALONG THE SOUTHWEST OUTER PERIMETER FENCE.  AN AIRPORT ESCORT IS
 ME3231'NEEDED TO REACH THE STATION.
 ME3231'
 ME3231'TO REACH THE STATION FROM THE SOUTHWEST FENCE CORNER OF A CEMETERY
 ME3231'IN THE SOUTHWEST EDGE OF AIRPORT, GO WEST ABOUT 90 M (300 FT) TO
 ME3231'STATION AIRPORT BM K5 COC ON THE RIGHT.  CONTINUE ALONG PERIMETER
 ME3231'ROAD, WEST AND NORTHWEST FOR 0.5 KM (0.3 MI) TO STATION ON THE LEFT.
 ME3231'
 ME3231'THE STATION IS A STANDARD COC DISK STAMPED---B1 1983---ATTACHED TO
 ME3231'A DRIVEN ROD WHICH IS SURROUNDED BY A 0.15 M (6 INCH) ROUND
 ME3231'CONCRETE MONUMENT AND PROJECTS 5 CM (2 INCHES).  IT IS 4 M (13.3 FT)
 ME3231'SOUTHWEST OF THE CENTER OF THE ROAD AND 1.9 M (6.2 FT) NORTHEAST OF
 ME3231'THE PERIMETER FENCE.
 ME3231'
 ME3231'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3232 ***********************************************************************
 ME3232  DESIGNATION -  B 10
 ME3232  PID         -  ME3232
 ME3232  STATE/COUNTY-  IL/COOK
 ME3232  USGS QUAD   -  ELMHURST (1997)
 ME3232
 ME3232                         *CURRENT SURVEY CONTROL
 ME3232  ___________________________________________________________________
 ME3232* NAD 83(1997)-  41 58 14.18144(N)    087 52 40.29631(W)     ADJUSTED  
 ME3232* NAVD 88     -       196.0    (meters)     643.     (feet)  VERTCON   
 ME3232  ___________________________________________________________________
 ME3232  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 ME3232  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3232
 ME3232  HORZ ORDER  -  SECOND
 ME3232
 ME3232.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3232
 ME3232.The horizontal coordinates were established by classical geodetic methods
 ME3232.and adjusted by the National Geodetic Survey in October 1999..
 ME3232
 ME3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3232
 ME3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3232
 ME3232.The geoid height was determined by GEOID03.
 ME3232
 ME3232;                    North         East     Units Scale Factor Converg.
 ME3232;SPC IL E     -   588,938.158   337,752.766   MT  0.99999253   +0 18 16.6
 ME3232;SPC IL E     - 1,932,207.94  1,108,110.53   sFT  0.99999253   +0 18 16.6
 ME3232;UTM  16      - 4,646,885.298   427,263.961   MT  0.99966510   -0 35 13.5
 ME3232
 ME3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3232!SPC IL E     -   0.99997453  x   0.99999253  =   0.99996706
 ME3232!UTM  16      -   0.99997453  x   0.99966510  =   0.99963964
 ME3232
 ME3232|---------------------------------------------------------------------|
 ME3232| PID    Reference Object                     Distance      Geod. Az  |
 ME3232|                                                           dddmmss.s |
 ME3232| ME3239 B 9                                 201.695 METERS 20310     |
 ME3232| ME3179 AIRPORT BM K 17 COC                 APPROX. 0.8 KM 3501000.0 |
 ME3232|---------------------------------------------------------------------|
 ME3232
 ME3232                          SUPERSEDED SURVEY CONTROL
 ME3232
 ME3232  NAD 83(1997)-  41 58 14.18154(N)    087 52 40.29686(W) AD(       ) 2
 ME3232  NAD 83(1997)-  41 58 14.18180(N)    087 52 40.31099(W) AD(       ) 2
 ME3232  NAD 83(1986)-  41 58 14.18362(N)    087 52 40.31047(W) AD(       ) 2
 ME3232  NGVD 29 (08/23/90)  196.1    (m)          643.     (f) VERT ANG       
 ME3232
 ME3232.Superseded values are not recommended for survey control.
 ME3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3232.See file dsdata.txt to determine how the superseded data were derived.
 ME3232
 ME3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2726446885(NAD 83)
 ME3232_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3232_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3232+STABILITY: SURFACE MOTION
 ME3232
 ME3232  HISTORY     - Date     Condition        Report By
 ME3232  HISTORY     - 1983     MONUMENTED       IL1670
 ME3232
 ME3232                          STATION DESCRIPTION
 ME3232
 ME3232'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3232'THE STATION IS LOCATED ON THE EAST EDGE OF CHICAGO O HARE
 ME3232'INTERNATIONAL AIRPORT, ALONG THE WEST SIDE OF THE SERVICE ROAD AND
 ME3232'EAST SIDE OF A SECURITY FENCE.
 ME3232'
 ME3232'TO REACH THE STATION FROM THE AIRPORT ENTRANCE NEAR LAWRENCE AND
 ME3232'MANNHEIM ROAD, GO NORTH ALONG SERVICE ROAD FOR 0.55 KM (0.35 MI) TO
 ME3232'THE STATION ON THE LEFT.
 ME3232'
 ME3232'THE STATION IS A STANDARD COC DISK STAMPED---B10 1983---ATTACHED TO
 ME3232'THE TOP OF A DRIVEN ROD AND SURROUNDED BY A 15 CM (6 INCH) ROUND
 ME3232'CONCRETE MONUMENT.  IT IS ON THE WEST SHOULDER OF THE ROAD, JUST
 ME3232'NORTHEAST OF A GATE IN SECURITY FENCE AND EAST OF THE SECURITY
 ME3232'FENCE.
 ME3232'
 ME3232'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1217 ***********************************************************************
 JB1217  DESIGNATION -  B 100
 JB1217  PID         -  JB1217
 JB1217  STATE/COUNTY-  IL/ST CLAIR
 JB1217  USGS QUAD   -  FREEBURG (1990)
 JB1217
 JB1217                         *CURRENT SURVEY CONTROL
 JB1217  ___________________________________________________________________
 JB1217* NAD 83(1986)-  38 26 39.     (N)    089 55 21.     (W)     SCALED    
 JB1217* NAVD 88     -       162.346  (meters)     532.63   (feet)  ADJUSTED  
 JB1217  ___________________________________________________________________
 JB1217  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JB1217  DYNAMIC HT  -         162.242 (meters)     532.29  (feet)  COMP
 JB1217  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 JB1217
 JB1217  VERT ORDER  -  SECOND    CLASS 0
 JB1217
 JB1217.The horizontal coordinates were scaled from a topographic map and have
 JB1217.an estimated accuracy of +/- 6 seconds.
 JB1217
 JB1217.The orthometric height was determined by differential leveling
 JB1217.and adjusted by the National Geodetic Survey in June 1991..
 JB1217
 JB1217.The geoid height was determined by GEOID03.
 JB1217
 JB1217.The dynamic height is computed by dividing the NAVD 88
 JB1217.geopotential number by the normal gravity value computed on the
 JB1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1217.degrees latitude (g = 980.6199 gals.).
 JB1217
 JB1217.The modeled gravity was interpolated from observed gravity values.
 JB1217
 JB1217;                    North         East    Units  Estimated Accuracy
 JB1217;SPC IL W     -   197,300.      721,320.      MT  (+/- 180 meters Scaled)
 JB1217
 JB1217                          SUPERSEDED SURVEY CONTROL
 JB1217
 JB1217  NGVD 29 (??/??/92)  162.469  (m)          533.03   (f) ADJ UNCH    2 0
 JB1217
 JB1217.Superseded values are not recommended for survey control.
 JB1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1217.See file dsdata.txt to determine how the superseded data were derived.
 JB1217
 JB1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH449591(NAD 83)
 JB1217_MARKER: DB = BENCH MARK DISK
 JB1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1217_STAMPING: B 100 1935
 JB1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1217+STABILITY: SURFACE MOTION
 JB1217
 JB1217  HISTORY     - Date     Condition        Report By
 JB1217  HISTORY     - 1935     MONUMENTED       CGS
 JB1217  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JB1217  HISTORY     - 20011115 MARK NOT FOUND   ILDT
 JB1217
 JB1217                          STATION DESCRIPTION
 JB1217
 JB1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1217'1.5 MI N FROM FREEBURG.
 JB1217'1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1217'STATION AT FREEBURG, ST. CLAIR COUNTY, AT MILEPOST E 20, AT THE
 JB1217'MULBERRY HILL COAL MINE, 60 FEET WEST OF THE CENTERLINE OF THE
 JB1217'SOUTHBOUND TRACK, 40 FEET SOUTH OF A ROAD LEADING TO THE MINE,
 JB1217'AND AT THE SOUTH END OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 JB1217'DISK, STAMPED B 100 1935 AND SET IN THE TOP OF A CONCRETE POST
 JB1217'FLUSH WITH THE GROUND.
 JB1217
 JB1217                          STATION RECOVERY (1988)
 JB1217
 JB1217'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWO)
 JB1217'MARK NOT FOUND.
 JB1217
 JB1217                          STATION RECOVERY (2001)
 JB1217
 JB1217'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2001 (CW)
 JB1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0861 ***********************************************************************
 KB0861  DESIGNATION -  B 102
 KB0861  PID         -  KB0861
 KB0861  STATE/COUNTY-  IL/MACOUPIN
 KB0861  USGS QUAD   -  ATWATER (1979)
 KB0861
 KB0861                         *CURRENT SURVEY CONTROL
 KB0861  ___________________________________________________________________
 KB0861* NAD 83(1986)-  39 16 47.     (N)    089 43 52.     (W)     SCALED    
 KB0861* NAVD 88     -       195.384  (meters)     641.02   (feet)  ADJUSTED  
 KB0861  ___________________________________________________________________
 KB0861  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KB0861  DYNAMIC HT  -         195.272 (meters)     640.65  (feet)  COMP
 KB0861  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 KB0861
 KB0861  VERT ORDER  -  SECOND    CLASS 0
 KB0861
 KB0861.The horizontal coordinates were scaled from a topographic map and have
 KB0861.an estimated accuracy of +/- 6 seconds.
 KB0861
 KB0861.The orthometric height was determined by differential leveling
 KB0861.and adjusted by the National Geodetic Survey in June 1991..
 KB0861
 KB0861.The geoid height was determined by GEOID03.
 KB0861
 KB0861.The dynamic height is computed by dividing the NAVD 88
 KB0861.geopotential number by the normal gravity value computed on the
 KB0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0861.degrees latitude (g = 980.6199 gals.).
 KB0861
 KB0861.The modeled gravity was interpolated from observed gravity values.
 KB0861
 KB0861;                    North         East    Units  Estimated Accuracy
 KB0861;SPC IL W     -   290,110.      737,580.      MT  (+/- 180 meters Scaled)
 KB0861
 KB0861                          SUPERSEDED SURVEY CONTROL
 KB0861
 KB0861  NGVD 29 (??/??/92)  195.517  (m)          641.46   (f) ADJ UNCH    2 0
 KB0861
 KB0861.Superseded values are not recommended for survey control.
 KB0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0861.See file dsdata.txt to determine how the superseded data were derived.
 KB0861
 KB0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ644513(NAD 83)
 KB0861_MARKER: DB = BENCH MARK DISK
 KB0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0861_STAMPING: B 102 1935
 KB0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0861+STABILITY: SURFACE MOTION
 KB0861
 KB0861  HISTORY     - Date     Condition        Report By
 KB0861  HISTORY     - 1935     MONUMENTED       CGS
 KB0861
 KB0861                          STATION DESCRIPTION
 KB0861
 KB0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0861'1.6 MI W FROM BARNETT.
 KB0861'IN MACOUPIN COUNTY, 1.6 MILES WEST ALONG STATE HIGHWAY 108 FROM
 KB0861'THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT
 KB0861'BARNETT, MONTGOMERY COUNTY, AT THE PUBLIC SCHOOL, 54 FEET NORTH
 KB0861'OF THE CENTERLINE OF THE HIGHWAY, ABOUT 100 FEET SOUTHWEST OF THE
 KB0861'SCHOOL BUILDING, 12 FEET EAST OF THE WEST BOUNDARY OF THE SCHOOL
 KB0861'PROPERTY, AND 5 FEET NORTH OF THE RIGHT-OF-WAY LINE.  A STANDARD
 KB0861'DISK, STAMPED B 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0079 ***********************************************************************
 KC0079  CBN         -  This is a Cooperative Base Network Control Station.
 KC0079  DESIGNATION -  B 103
 KC0079  PID         -  KC0079
 KC0079  STATE/COUNTY-  IL/JERSEY
 KC0079  USGS QUAD   -  MEDORA (1983)
 KC0079
 KC0079                         *CURRENT SURVEY CONTROL
 KC0079  ___________________________________________________________________
 KC0079* NAD 83(1997)-  39 13 57.23415(N)    090 10 21.72740(W)     ADJUSTED  
 KC0079* NAVD 88     -       164.035  (meters)     538.17   (feet)  ADJUSTED  
 KC0079  ___________________________________________________________________
 KC0079  X           -     -14,911.746 (meters)                     COMP
 KC0079  Y           -  -4,947,118.430 (meters)                     COMP
 KC0079  Z           -   4,012,432.741 (meters)                     COMP
 KC0079  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 KC0079  ELLIP HEIGHT-         132.41  (meters)          (09/15/03) GPS OBS
 KC0079  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KC0079  DYNAMIC HT  -         163.942 (meters)     537.87  (feet)  COMP
 KC0079  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 KC0079
 KC0079  HORZ ORDER  -  B
 KC0079  VERT ORDER  -  SECOND    CLASS 0
 KC0079  ELLP ORDER  -  FOURTH    CLASS I
 KC0079
 KC0079.The horizontal coordinates were established by GPS observations
 KC0079.and adjusted by the National Geodetic Survey in July 1998..
 KC0079
 KC0079.The orthometric height was determined by differential leveling
 KC0079.and adjusted by the National Geodetic Survey in June 1991..
 KC0079
 KC0079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0079
 KC0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0079
 KC0079.The ellipsoidal height was determined by GPS observations
 KC0079.and is referenced to NAD 83.
 KC0079
 KC0079.The geoid height was determined by GEOID03.
 KC0079
 KC0079.The dynamic height is computed by dividing the NAVD 88
 KC0079.geopotential number by the normal gravity value computed on the
 KC0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0079.degrees latitude (g = 980.6199 gals.).
 KC0079
 KC0079.The modeled gravity was interpolated from observed gravity values.
 KC0079
 KC0079;                    North         East     Units Scale Factor Converg.
 KC0079;SPC IL W     -   284,786.618   699,478.922   MT  0.99994118   -0 00 13.7
 KC0079;SPC IL W     -   934,337.43  2,294,873.76   sFT  0.99994118   -0 00 13.7
 KC0079;UTM  15      - 4,346,394.962   744,037.230   MT  1.00033334   +1 47 20.6
 KC0079
 KC0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0079!SPC IL W     -   0.99997923  x   0.99994118  =   0.99992041
 KC0079!UTM  15      -   0.99997923  x   1.00033334  =   1.00031256
 KC0079
 KC0079                          SUPERSEDED SURVEY CONTROL
 KC0079
 KC0079  NAVD 88 (07/17/98)  164.03   (m)          538.2    (f) LEVELING    3  
 KC0079  NGVD 29 (??/??/92)  164.167  (m)          538.60   (f) ADJ UNCH    2 0
 KC0079
 KC0079.Superseded values are not recommended for survey control.
 KC0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0079.See file dsdata.txt to determine how the superseded data were derived.
 KC0079
 KC0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD4403746395(NAD 83)
 KC0079_MARKER: DB = BENCH MARK DISK
 KC0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0079_STAMPING: B 103
 KC0079_MARK LOGO: CGS   
 KC0079_PROJECTION: PROJECTING 13 CENTIMETERS
 KC0079_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0079+STABILITY: SURFACE MOTION
 KC0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0079+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004
 KC0079
 KC0079  HISTORY     - Date     Condition        Report By
 KC0079  HISTORY     - 1935     MONUMENTED       CGS
 KC0079  HISTORY     - 19970501 GOOD             NGS
 KC0079  HISTORY     - 19970501 GOOD             NGS
 KC0079  HISTORY     - 19980714 GOOD             NGS
 KC0079  HISTORY     - 19990830 GOOD             NGS
 KC0079  HISTORY     - 20040120 GOOD             WOOLPT
 KC0079
 KC0079                          STATION DESCRIPTION
 KC0079
 KC0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0079'1.3 MI N FROM KEMPER.
 KC0079'1.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KC0079'RAILROAD FROM THE STATION AT KEMPER, JERSEY COUNTY, 13 YARDS
 KC0079'SOUTH OF A ROAD CROSSING, 15 YARDS WEST OF THE CENTERLINE OF THE
 KC0079'TRACK, AND 2 FEET EAST OF A FENCE LINE.  A STANDARD DISK, STAMPED
 KC0079'B 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0079
 KC0079                          STATION RECOVERY (1997)
 KC0079
 KC0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KC0079'THE STATION IS ABOUT 2.9 MI (4.7 KM) SOUTH OF ROCKBRIDGE.  TO REACH
 KC0079'FROM THE SOUTH LIMITS OF ROCKBRIDGE ON U.S. HIGHWAY 67, PROCEED SOUTH
 KC0079'ON HIGHWAY 67 FOR 0.75 MI (1.21 KM) TO A BRIDGE OVER MACOUPIN CREEK AT
 KC0079'THE GREENE/JERSEY COUNTY LINE, CONTINUE SOUTH ON HIGHWAY 67 FOR 2.15
 KC0079'MI (3.46 KM) TO A GRAVEL CROSSROAD, COUNTY ROAD 2100N, TURN RIGHT,
 KC0079'WEST, FOR ABOUT 45 M (147.6 FT) TO AN OLD RAILROAD BED AND THE STATION
 KC0079'ON THE LEFT, 12.3 M (40.4 FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 KC0079'4.6 M (15.1 FT) EAST OF THE APPROXIMATE CENTER OF A FIELD ENTRANCE,
 KC0079'9.0 M (29.5 FT) SOUTH-SOUTHEAST OF THE TOP CENTER OF THE EAST END OF A
 KC0079'METAL CULVERT PIPE UNDER FIELD ENTRANCE, 5.6 M (18.4 FT)
 KC0079'SOUTH-SOUTHEAST OF A LARGE, SQUARE, WOODEN END POST IN A FENCE LINE,
 KC0079'AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST IN THE FENCE
 KC0079'LINE.  THE MONUMENT IS A 15 CM SQUARE CONCRETE POST PROJECTING ABOUT
 KC0079'15 CM.
 KC0079
 KC0079                          STATION RECOVERY (1997)
 KC0079
 KC0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 KC0079'RECOVERED IN GOOD CONDITION.
 KC0079
 KC0079                          STATION RECOVERY (1998)
 KC0079
 KC0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GW)
 KC0079'RECOVERED AS DESCRIBED
 KC0079' 
 KC0079'
 KC0079
 KC0079                          STATION RECOVERY (1999)
 KC0079
 KC0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RB)
 KC0079'RECOVERED AS DESCRIBED
 KC0079' 
 KC0079'
 KC0079
 KC0079                          STATION RECOVERY (2004)
 KC0079
 KC0079'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 KC0079'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOODCONDITION.
 KC0079' 
 KC0079'ADDITIONAL TIES-THE STATION IS 20.8 M SOUTH-SOUTHEAST OF ARAILROAD
 KC0079'SPIKE FOUND IN THE SOUTH FACE OF UTILITY POLE ANDAPPROXIMATELY 14
 KC0079'METERS WEST OF ABANDON RAILROAD GRADE.
 KC0079' 
 KC0079'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0612 ***********************************************************************
 HB0612  DESIGNATION -  B 10=395
 HB0612  PID         -  HB0612
 HB0612  STATE/COUNTY-  IL/JACKSON
 HB0612  USGS QUAD   -  ELKVILLE (1978)
 HB0612
 HB0612                         *CURRENT SURVEY CONTROL
 HB0612  ___________________________________________________________________
 HB0612* NAD 83(1986)-  37 52 37.     (N)    089 14 04.     (W)     SCALED    
 HB0612* NAVD 88     -       120.439  (meters)     395.14   (feet)  ADJUSTED  
 HB0612  ___________________________________________________________________
 HB0612  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HB0612  DYNAMIC HT  -         120.359 (meters)     394.88  (feet)  COMP
 HB0612  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 HB0612
 HB0612  VERT ORDER  -  FIRST     CLASS I
 HB0612
 HB0612.The horizontal coordinates were scaled from a topographic map and have
 HB0612.an estimated accuracy of +/- 6 seconds.
 HB0612
 HB0612.The orthometric height was determined by differential leveling
 HB0612.and adjusted by the National Geodetic Survey in June 1991..
 HB0612
 HB0612.The geoid height was determined by GEOID03.
 HB0612
 HB0612.The dynamic height is computed by dividing the NAVD 88
 HB0612.geopotential number by the normal gravity value computed on the
 HB0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0612.degrees latitude (g = 980.6199 gals.).
 HB0612
 HB0612.The modeled gravity was interpolated from observed gravity values.
 HB0612
 HB0612;                    North         East    Units  Estimated Accuracy
 HB0612;SPC IL W     -   134,720.      782,010.      MT  (+/- 180 meters Scaled)
 HB0612
 HB0612                          SUPERSEDED SURVEY CONTROL
 HB0612
 HB0612  NGVD 29 (??/??/??)  120.534  (m)          395.45   (f) ADJUSTED    1 1
 HB0612
 HB0612.Superseded values are not recommended for survey control.
 HB0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0612.See file dsdata.txt to determine how the superseded data were derived.
 HB0612
 HB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG034945(NAD 83)
 HB0612_MARKER: Z = SEE DESCRIPTION
 HB0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0612_SP_SET: CULVERT
 HB0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0612
 HB0612  HISTORY     - Date     Condition        Report By
 HB0612  HISTORY     - UNK      MONUMENTED       LOCENG
 HB0612  HISTORY     - 1969     GOOD             CGS
 HB0612
 HB0612                          STATION DESCRIPTION
 HB0612
 HB0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0612'2.2 MI S FROM ELKVILLE.
 HB0612'ABOUT 2.25 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0612'FROM THE POST OFFICE AT ELKVILLE, 0.3 MILE NORTH OF MILEPOST
 HB0612'298, 17 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, THE MARK
 HB0612'IS THE SECOND C IN CHICAGO IN THE INSCRIPTION GILBERT SCRIBNER JR
 HB0612'CHICAGO 1902 WHICH IS ON A BRASS PLATE, SET IN THE CENTER OF
 HB0612'THE TOP OF THE EAST CONCRETE HEADWALL OF A 9-FOOT CONCRETE
 HB0612'ARCHED CULVERT, AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
 HB0612'SEC 29, T7S, R 1W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1114 ***********************************************************************
 JB1114  DESIGNATION -  B 104
 JB1114  PID         -  JB1114
 JB1114  STATE/COUNTY-  IL/WASHINGTON
 JB1114  USGS QUAD   -  NASHVILLE (1981)
 JB1114
 JB1114                         *CURRENT SURVEY CONTROL
 JB1114  ___________________________________________________________________
 JB1114* NAD 83(1986)-  38 18 11.     (N)    089 26 53.     (W)     SCALED    
 JB1114* NAVD 88     -       156.460  (meters)     513.32   (feet)  ADJUSTED  
 JB1114  ___________________________________________________________________
 JB1114  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JB1114  DYNAMIC HT  -         156.360 (meters)     512.99  (feet)  COMP
 JB1114  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 JB1114
 JB1114  VERT ORDER  -  SECOND    CLASS 0
 JB1114
 JB1114.The horizontal coordinates were scaled from a topographic map and have
 JB1114.an estimated accuracy of +/- 6 seconds.
 JB1114
 JB1114.The orthometric height was determined by differential leveling
 JB1114.and adjusted by the National Geodetic Survey in June 1991..
 JB1114
 JB1114.The geoid height was determined by GEOID03.
 JB1114
 JB1114.The dynamic height is computed by dividing the NAVD 88
 JB1114.geopotential number by the normal gravity value computed on the
 JB1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1114.degrees latitude (g = 980.6199 gals.).
 JB1114
 JB1114.The modeled gravity was interpolated from observed gravity values.
 JB1114
 JB1114;                    North         East    Units  Estimated Accuracy
 JB1114;SPC IL W     -   181,850.      762,850.      MT  (+/- 180 meters Scaled)
 JB1114
 JB1114                          SUPERSEDED SURVEY CONTROL
 JB1114
 JB1114  NGVD 29 (??/??/92)  156.578  (m)          513.71   (f) ADJ UNCH    2 0
 JB1114
 JB1114.Superseded values are not recommended for survey control.
 JB1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1114.See file dsdata.txt to determine how the superseded data were derived.
 JB1114
 JB1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH859422(NAD 83)
 JB1114_MARKER: DB = BENCH MARK DISK
 JB1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1114_STAMPING: B 104 1935
 JB1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1114+STABILITY: SURFACE MOTION
 JB1114
 JB1114  HISTORY     - Date     Condition        Report By
 JB1114  HISTORY     - 1935     MONUMENTED       CGS
 JB1114  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1114
 JB1114                          STATION DESCRIPTION
 JB1114
 JB1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1114'4 MI SW FROM NASHVILLE.
 JB1114'4.0 MILES SOUTHWEST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM
 JB1114'THE CROSSING OF STATE HIGHWAY 15 AT NASHVILLE, WASHINGTON COUNTY,
 JB1114'AT POLE 36+28, 37 FEET NORTHEAST OF A ROAD CROSSING, AND 25 FEET
 JB1114'SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 JB1114'STAMPED B 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB1114
 JB1114                          STATION RECOVERY (1974)
 JB1114
 JB1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1245 ***********************************************************************
 JB1245  DESIGNATION -  B 105
 JB1245  PID         -  JB1245
 JB1245  STATE/COUNTY-  IL/RANDOLPH
 JB1245  USGS QUAD   -  EVANSVILLE (1982)
 JB1245
 JB1245                         *CURRENT SURVEY CONTROL
 JB1245  ___________________________________________________________________
 JB1245* NAD 83(1986)-  38 05 15.     (N)    089 56 22.     (W)     SCALED    
 JB1245* NAVD 88     -       124.982  (meters)     410.05   (feet)  ADJUSTED  
 JB1245  ___________________________________________________________________
 JB1245  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JB1245  DYNAMIC HT  -         124.898 (meters)     409.77  (feet)  COMP
 JB1245  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 JB1245
 JB1245  VERT ORDER  -  SECOND    CLASS 0
 JB1245
 JB1245.The horizontal coordinates were scaled from a topographic map and have
 JB1245.an estimated accuracy of +/- 6 seconds.
 JB1245
 JB1245.The orthometric height was determined by differential leveling
 JB1245.and adjusted by the National Geodetic Survey in June 1991..
 JB1245
 JB1245.The geoid height was determined by GEOID03.
 JB1245
 JB1245.The dynamic height is computed by dividing the NAVD 88
 JB1245.geopotential number by the normal gravity value computed on the
 JB1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1245.degrees latitude (g = 980.6199 gals.).
 JB1245
 JB1245.The modeled gravity was interpolated from observed gravity values.
 JB1245
 JB1245;                    North         East    Units  Estimated Accuracy
 JB1245;SPC IL W     -   157,710.      719,930.      MT  (+/- 180 meters Scaled)
 JB1245
 JB1245                          SUPERSEDED SURVEY CONTROL
 JB1245
 JB1245  NGVD 29 (??/??/92)  125.090  (m)          410.40   (f) ADJ UNCH    2 0
 JB1245
 JB1245.Superseded values are not recommended for survey control.
 JB1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1245.See file dsdata.txt to determine how the superseded data were derived.
 JB1245
 JB1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH422196(NAD 83)
 JB1245_MARKER: DB = BENCH MARK DISK
 JB1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1245_SP_SET: BRIDGE
 JB1245_STAMPING: B 105 1935
 JB1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1245
 JB1245  HISTORY     - Date     Condition        Report By
 JB1245  HISTORY     - 1935     MONUMENTED       CGS
 JB1245  HISTORY     - 1957     GOOD             NGS
 JB1245
 JB1245                          STATION DESCRIPTION
 JB1245
 JB1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JB1245'AT EVANSVILLE.
 JB1245'AT EVANSVILLE, RANDOLPH COUNTY, ON THE MISSOURI-ILLINOIS RAILROAD,
 JB1245'11 RAILS WEST OF THE STATION, AT POLE 69+20, AT A BRIDGE OVER
 JB1245'STATE HIGHWAY 3, AND IN THE TOP OF THE WEST WING WALL OF THE
 JB1245'SOUTH ABUTMENT.  A STANDARD DISK, STAMPED B 105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0867 ***********************************************************************
 HB0867  DESIGNATION -  B 106
 HB0867  PID         -  HB0867
 HB0867  STATE/COUNTY-  IL/UNION
 HB0867  USGS QUAD   -  MT PLEASANT (1966)
 HB0867
 HB0867                         *CURRENT SURVEY CONTROL
 HB0867  ___________________________________________________________________
 HB0867* NAD 83(1986)-  37 26 38.     (N)    089 06 44.     (W)     SCALED    
 HB0867* NAVD 88     -       167.192  (meters)     548.53   (feet)  ADJUSTED  
 HB0867  ___________________________________________________________________
 HB0867  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0867  DYNAMIC HT  -         167.073 (meters)     548.14  (feet)  COMP
 HB0867  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 HB0867
 HB0867  VERT ORDER  -  SECOND    CLASS 0
 HB0867
 HB0867.The horizontal coordinates were scaled from a topographic map and have
 HB0867.an estimated accuracy of +/- 6 seconds.
 HB0867
 HB0867.The orthometric height was determined by differential leveling
 HB0867.and adjusted by the National Geodetic Survey in June 1991..
 HB0867
 HB0867.The geoid height was determined by GEOID03.
 HB0867
 HB0867.The dynamic height is computed by dividing the NAVD 88
 HB0867.geopotential number by the normal gravity value computed on the
 HB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0867.degrees latitude (g = 980.6199 gals.).
 HB0867
 HB0867.The modeled gravity was interpolated from observed gravity values.
 HB0867
 HB0867;                    North         East    Units  Estimated Accuracy
 HB0867;SPC IL W     -    86,770.      793,310.      MT  (+/- 180 meters Scaled)
 HB0867
 HB0867                          SUPERSEDED SURVEY CONTROL
 HB0867
 HB0867  NGVD 29 (??/??/??)  167.224  (m)          548.63   (f) ADJUSTED    2 0
 HB0867
 HB0867.Superseded values are not recommended for survey control.
 HB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0867.See file dsdata.txt to determine how the superseded data were derived.
 HB0867
 HB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG131462(NAD 83)
 HB0867_MARKER: DB = BENCH MARK DISK
 HB0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0867_STAMPING: B 106 1935
 HB0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0867+STABILITY: SURFACE MOTION
 HB0867
 HB0867  HISTORY     - Date     Condition        Report By
 HB0867  HISTORY     - 1935     MONUMENTED       CGS
 HB0867  HISTORY     - 1978     GOOD             ILDT
 HB0867  HISTORY     - 1978     GOOD             ILDT
 HB0867  HISTORY     - 1978     GOOD             ILDT
 HB0867  HISTORY     - 20020604 POOR             USACE
 HB0867
 HB0867                          STATION DESCRIPTION
 HB0867
 HB0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0867'7.7 MI E FROM ANNA.
 HB0867'7.7 MILES EAST ALONG STATE HIGHWAY 146 FROM THE ILLINOIS CENTRAL
 HB0867'RAILROAD STATION AT ANNA, UNION COUNTY, AT THE LOCUST GROVE
 HB0867'SHELL SERVICE STATION, 33 FEET NORTH OF THE CENTERLINE OF THE
 HB0867'HIGHWAY, 31 FEET SOUTH OF THE ENTRANCE TO THE SERVICE STATION,
 HB0867'AND 5 FEET SOUTH OF A SHELL GASOLINE SIGN.  A STANDARD DISK,
 HB0867'STAMPED B 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0867
 HB0867                          STATION RECOVERY (1978)
 HB0867
 HB0867'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0867'RECOVERED IN GOOD CONDITION.
 HB0867
 HB0867                          STATION RECOVERY (1978)
 HB0867
 HB0867'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0867'RECOVERED IN GOOD CONDITION.
 HB0867
 HB0867                          STATION RECOVERY (1978)
 HB0867
 HB0867'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0867'RECOVERED IN GOOD CONDITION.
 HB0867
 HB0867                          STATION RECOVERY (2002)
 HB0867
 HB0867'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0867'FOUND CONCRETE POST, PER DESCRIPTION, BROKEN OFF AT TOP, DISK GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0743 ***********************************************************************
 HB0743  DESIGNATION -  B 107
 HB0743  PID         -  HB0743
 HB0743  STATE/COUNTY-  IL/ALEXANDER
 HB0743  USGS QUAD   -  MC CLURE (1993)
 HB0743
 HB0743                         *CURRENT SURVEY CONTROL
 HB0743  ___________________________________________________________________
 HB0743* NAD 83(1986)-  37 19 11.     (N)    089 25 04.     (W)     SCALED    
 HB0743* NAVD 88     -       104.438  (meters)     342.64   (feet)  ADJUSTED  
 HB0743  ___________________________________________________________________
 HB0743  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HB0743  DYNAMIC HT  -         104.364 (meters)     342.40  (feet)  COMP
 HB0743  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 HB0743
 HB0743  VERT ORDER  -  SECOND    CLASS 0
 HB0743
 HB0743.The horizontal coordinates were scaled from a topographic map and have
 HB0743.an estimated accuracy of +/- 6 seconds.
 HB0743
 HB0743.The orthometric height was determined by differential leveling
 HB0743.and adjusted by the National Geodetic Survey in June 1991..
 HB0743
 HB0743.The geoid height was determined by GEOID03.
 HB0743
 HB0743.The dynamic height is computed by dividing the NAVD 88
 HB0743.geopotential number by the normal gravity value computed on the
 HB0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0743.degrees latitude (g = 980.6199 gals.).
 HB0743
 HB0743.The modeled gravity was interpolated from observed gravity values.
 HB0743
 HB0743;                    North         East    Units  Estimated Accuracy
 HB0743;SPC IL W     -    72,730.      766,380.      MT  (+/- 180 meters Scaled)
 HB0743
 HB0743                          SUPERSEDED SURVEY CONTROL
 HB0743
 HB0743  NGVD 29 (??/??/??)  104.376  (m)          342.44   (f) ADJUSTED    2 0
 HB0743
 HB0743.Superseded values are not recommended for survey control.
 HB0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0743.See file dsdata.txt to determine how the superseded data were derived.
 HB0743
 HB0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG857330(NAD 83)
 HB0743_MARKER: DB = BENCH MARK DISK
 HB0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0743_STAMPING: R 107 1935
 HB0743_PROJECTION: FLUSH
 HB0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0743+STABILITY: SURFACE MOTION
 HB0743
 HB0743  HISTORY     - Date     Condition        Report By
 HB0743  HISTORY     - 1935     MONUMENTED       CGS
 HB0743  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB0743
 HB0743                          STATION DESCRIPTION
 HB0743
 HB0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0743'AT MC CLURE.
 HB0743'AT MC CLURE, ALEXANDER COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HB0743'300 FEET NORTH OF THE STATION, AT POLE 113/13, 25 FEET SOUTH OF A
 HB0743'ROAD CROSSING, AND 16 FEET EAST OF THE CENTERLINE OF THE EAST MAIN
 HB0743'TRACK.  A STANDARD DISK, STAMPED B 107 1935 AND SET IN THE TOP OF
 HB0743'A CONCRETE POST.
 HB0743
 HB0743                          STATION RECOVERY (1981)
 HB0743
 HB0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0743'NOT RECOVERED, CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0166 ***********************************************************************
 JB0166  DESIGNATION -  B 108
 JB0166  PID         -  JB0166
 JB0166  STATE/COUNTY-  IL/EDWARDS
 JB0166  USGS QUAD   -  ALBION SOUTH (1971)
 JB0166
 JB0166                         *CURRENT SURVEY CONTROL
 JB0166  ___________________________________________________________________
 JB0166* NAD 83(1986)-  38 22 26.     (N)    088 00 37.     (W)     SCALED    
 JB0166* NAVD 88     -       121.845  (meters)     399.75   (feet)  ADJUSTED  
 JB0166  ___________________________________________________________________
 JB0166  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JB0166  DYNAMIC HT  -         121.767 (meters)     399.50  (feet)  COMP
 JB0166  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 JB0166
 JB0166  VERT ORDER  -  SECOND    CLASS 0
 JB0166
 JB0166.The horizontal coordinates were scaled from a topographic map and have
 JB0166.an estimated accuracy of +/- 6 seconds.
 JB0166
 JB0166.The orthometric height was determined by differential leveling
 JB0166.and adjusted by the National Geodetic Survey in June 1991..
 JB0166
 JB0166.The geoid height was determined by GEOID03.
 JB0166
 JB0166.The dynamic height is computed by dividing the NAVD 88
 JB0166.geopotential number by the normal gravity value computed on the
 JB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0166.degrees latitude (g = 980.6199 gals.).
 JB0166
 JB0166.The modeled gravity was interpolated from observed gravity values.
 JB0166
 JB0166;                    North         East    Units  Estimated Accuracy
 JB0166;SPC IL E     -   189,530.      328,230.      MT  (+/- 180 meters Scaled)
 JB0166
 JB0166                          SUPERSEDED SURVEY CONTROL
 JB0166
 JB0166  NGVD 29 (??/??/92)  121.974  (m)          400.18   (f) ADJ UNCH    2 0
 JB0166
 JB0166.Superseded values are not recommended for survey control.
 JB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0166.See file dsdata.txt to determine how the superseded data were derived.
 JB0166
 JB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH117477(NAD 83)
 JB0166_MARKER: DB = BENCH MARK DISK
 JB0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0166_STAMPING: B 108 1935
 JB0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0166+STABILITY: SURFACE MOTION
 JB0166
 JB0166  HISTORY     - Date     Condition        Report By
 JB0166  HISTORY     - 1935     MONUMENTED       CGS
 JB0166  HISTORY     - 1971     MARK NOT FOUND   USGS
 JB0166
 JB0166                          STATION DESCRIPTION
 JB0166
 JB0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0166'1.6 MI W FROM BROWNS.
 JB0166'1.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JB0166'BROWNS, EDWARDS COUNTY, 0.2 MILE WEST OF MILEPOST 137, AND 40
 JB0166'FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED B 108 1935
 JB0166'AND SET IN THE TOP OF A CONCRETE POST.
 JB0166
 JB0166                          STATION RECOVERY (1971)
 JB0166
 JB0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JB0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0354 ***********************************************************************
 JB0354  DESIGNATION -  B 109
 JB0354  PID         -  JB0354
 JB0354  STATE/COUNTY-  IL/JEFFERSON
 JB0354  USGS QUAD   -  BLUFORD (1973)
 JB0354
 JB0354                         *CURRENT SURVEY CONTROL
 JB0354  ___________________________________________________________________
 JB0354* NAD 83(1986)-  38 19 35.     (N)    088 44 46.     (W)     SCALED    
 JB0354* NAVD 88     -       161.030  (meters)     528.31   (feet)  ADJUSTED  
 JB0354  ___________________________________________________________________
 JB0354  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB0354  DYNAMIC HT  -         160.926 (meters)     527.97  (feet)  COMP
 JB0354  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 JB0354
 JB0354  VERT ORDER  -  SECOND    CLASS 0
 JB0354
 JB0354.The horizontal coordinates were scaled from a topographic map and have
 JB0354.an estimated accuracy of +/- 6 seconds.
 JB0354
 JB0354.The orthometric height was determined by differential leveling
 JB0354.and adjusted by the National Geodetic Survey in June 1991..
 JB0354.WARNING-Repeat measurements at this control monument indicate possible
 JB0354.vertical movement.
 JB0354
 JB0354.The geoid height was determined by GEOID03.
 JB0354
 JB0354.The dynamic height is computed by dividing the NAVD 88
 JB0354.geopotential number by the normal gravity value computed on the
 JB0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0354.degrees latitude (g = 980.6199 gals.).
 JB0354
 JB0354.The modeled gravity was interpolated from observed gravity values.
 JB0354
 JB0354;                    North         East    Units  Estimated Accuracy
 JB0354;SPC IL E     -   184,280.      263,910.      MT  (+/- 180 meters Scaled)
 JB0354
 JB0354                          SUPERSEDED SURVEY CONTROL
 JB0354
 JB0354  NGVD 29 (??/??/92)  161.132  (m)          528.65   (f) ADJ UNCH    2 0
 JB0354
 JB0354.Superseded values are not recommended for survey control.
 JB0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0354.See file dsdata.txt to determine how the superseded data were derived.
 JB0354
 JB0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH473434(NAD 83)
 JB0354_MARKER: DB = BENCH MARK DISK
 JB0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0354_STAMPING: B 109 1935
 JB0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0354+STABILITY: SURFACE MOTION
 JB0354
 JB0354  HISTORY     - Date     Condition        Report By
 JB0354  HISTORY     - 1935     MONUMENTED       CGS
 JB0354  HISTORY     - 1942     GOOD             NGS
 JB0354  HISTORY     - 1972     MARK NOT FOUND   USGS
 JB0354
 JB0354                          STATION DESCRIPTION
 JB0354
 JB0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JB0354'AT BLUFORD.
 JB0354'AT BLUFORD, JEFFERSON COUNTY, 500 FEET WEST OF THE SOUTHERN
 JB0354'RAILWAY, 40 FEET EAST OF THE CENTER OF THE SECOND STREET CROSSING
 JB0354'WEST OF THE STATION, 2 RAILS WEST OF A MAIL CRANE, AND 20 FEET
 JB0354'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED B 109 1935 AND SET
 JB0354'IN THE TOP OF A CONCRETE POST.  REPORT OF 1964.  NOTE-- THE
 JB0354'SECOND STREET CROSSING MENTIONED IN DESCRIPTION IS NOT THERE ANY
 JB0354'MORE.  AREA IN GENERAL VICINITY OF BM HAS BEEN CHANGED.
 JB0354
 JB0354                          STATION RECOVERY (1972)
 JB0354
 JB0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JB0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3233 ***********************************************************************
 ME3233  DESIGNATION -  B 11
 ME3233  PID         -  ME3233
 ME3233  STATE/COUNTY-  IL/COOK
 ME3233  USGS QUAD   -  RIVER FOREST (1997)
 ME3233
 ME3233                         *CURRENT SURVEY CONTROL
 ME3233  ___________________________________________________________________
 ME3233* NAD 83(1997)-  41 58 58.91391(N)    087 52 19.77148(W)     ADJUSTED  
 ME3233* NAVD 88     -       206.1    (meters)     676.     (feet)  VERTCON   
 ME3233  ___________________________________________________________________
 ME3233  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 ME3233  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME3233
 ME3233  HORZ ORDER  -  SECOND
 ME3233
 ME3233.The horizontal coordinates were established by classical geodetic methods
 ME3233.and adjusted by the National Geodetic Survey in October 1999..
 ME3233
 ME3233.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3233
 ME3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3233
 ME3233.The geoid height was determined by GEOID03.
 ME3233
 ME3233;                    North         East     Units Scale Factor Converg.
 ME3233;SPC IL E     -   590,320.813   338,217.904   MT  0.99999297   +0 18 30.6
 ME3233;SPC IL E     - 1,936,744.20  1,109,636.57   sFT  0.99999297   +0 18 30.6
 ME3233;UTM  16      - 4,648,260.095   427,750.402   MT  0.99966423   -0 35 00.3
 ME3233
 ME3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3233!SPC IL E     -   0.99997295  x   0.99999297  =   0.99996592
 ME3233!UTM  16      -   0.99997295  x   0.99966423  =   0.99963719
 ME3233
 ME3233:                Primary Azimuth Mark                     Grid Az
 ME3233:SPC IL E     -  O HARE CONTROL TWR BALL                  256 12 16.3
 ME3233:UTM  16      -  O HARE CONTROL TWR BALL                  257 05 47.2
 ME3233
 ME3233|---------------------------------------------------------------------|
 ME3233| PID    Reference Object                     Distance      Geod. Az  |
 ME3233|                                                           dddmmss.s |
 ME3233| ME3270 O HARE CONTROL TWR BALL             APPROX. 2.7 KM 2563046.9 |
 ME3233| ME3180 AIRPORT BM K 18 COC                 APPROX. 0.7 KM 2772804.5 |
 ME3233| ME3169 O HARE CHICAGO INTL APT TANK        APPROX. 1.6 KM 3011534.7 |
 ME3233|---------------------------------------------------------------------|
 ME3233
 ME3233                          SUPERSEDED SURVEY CONTROL
 ME3233
 ME3233  NAD 83(1997)-  41 58 58.91401(N)    087 52 19.77205(W) AD(       ) 2
 ME3233  NAD 83(1997)-  41 58 58.91446(N)    087 52 19.78640(W) AD(       ) 2
 ME3233  NAD 83(1986)-  41 58 58.91619(N)    087 52 19.78599(W) AD(       ) 2
 ME3233  NGVD 29 (08/23/90)  206.2    (m)          677.     (f) VERT ANG       
 ME3233
 ME3233.Superseded values are not recommended for survey control.
 ME3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3233.See file dsdata.txt to determine how the superseded data were derived.
 ME3233
 ME3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2775048260(NAD 83)
 ME3233_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3233_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3233+WITH SETTING: PAVEMENT
 ME3233_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3233+STABILITY: SURFACE MOTION
 ME3233
 ME3233  HISTORY     - Date     Condition        Report By
 ME3233  HISTORY     - 1983     MONUMENTED       IL1670
 ME3233
 ME3233                          STATION DESCRIPTION
 ME3233
 ME3233'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3233'THE STATION IS LOCATED IN ROSEMONT, AT THE INTERSECTION OF I-294
 ME3233'AND I-190, DIRECTLY OVER THE EAST BOUND LANE OF I-190 ON THE WEST
 ME3233'EDGE OF THE OVERPASS.  THIS OVERPASS IS ON THE ENTRANCE TO SOUTH
 ME3233'BOUND I-294, LEADING FROM THE WEST BOUND LANES OF I-190.
 ME3233'
 ME3233'TO REACH THE STATION SEE ABOVE PARAGRAPH.
 ME3233'
 ME3233'THE STATION IS A STANDARD COC DISK STAMPED---B11 1983---SET INTO A
 ME3233'DRILL HOLE IN THE WEST EDGE AND ABOUT CENTER OF THE CONCRETE
 ME3233'OVERPASS.
 ME3233'
 ME3233'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0037 ***********************************************************************
 JB0037  DESIGNATION -  B 110
 JB0037  PID         -  JB0037
 JB0037  STATE/COUNTY-  IL/RICHLAND
 JB0037  USGS QUAD   -  NOBLE (1971)
 JB0037
 JB0037                         *CURRENT SURVEY CONTROL
 JB0037  ___________________________________________________________________
 JB0037* NAD 83(1986)-  38 41 47.     (N)    088 13 30.     (W)     SCALED    
 JB0037* NAVD 88     -       144.430  (meters)     473.85   (feet)  ADJUSTED  
 JB0037  ___________________________________________________________________
 JB0037  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0037  DYNAMIC HT  -         144.342 (meters)     473.56  (feet)  COMP
 JB0037  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 JB0037
 JB0037  VERT ORDER  -  FIRST     CLASS II
 JB0037
 JB0037.The horizontal coordinates were scaled from a topographic map and have
 JB0037.an estimated accuracy of +/- 6 seconds.
 JB0037
 JB0037.The orthometric height was determined by differential leveling
 JB0037.and adjusted by the National Geodetic Survey in June 1991..
 JB0037.WARNING-Repeat measurements at this control monument indicate possible
 JB0037.vertical movement.
 JB0037
 JB0037.The geoid height was determined by GEOID03.
 JB0037
 JB0037.The dynamic height is computed by dividing the NAVD 88
 JB0037.geopotential number by the normal gravity value computed on the
 JB0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0037.degrees latitude (g = 980.6199 gals.).
 JB0037
 JB0037.The modeled gravity was interpolated from observed gravity values.
 JB0037
 JB0037;                    North         East    Units  Estimated Accuracy
 JB0037;SPC IL E     -   225,280.      309,420.      MT  (+/- 180 meters Scaled)
 JB0037
 JB0037                          SUPERSEDED SURVEY CONTROL
 JB0037
 JB0037  NGVD 29 (??/??/92)  144.581  (m)          474.35   (f) ADJ UNCH    1 2
 JB0037
 JB0037.Superseded values are not recommended for survey control.
 JB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0037.See file dsdata.txt to determine how the superseded data were derived.
 JB0037
 JB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH934837(NAD 83)
 JB0037_MARKER: DB = BENCH MARK DISK
 JB0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0037_SP_SET: CONCRETE POST
 JB0037_STAMPING: B 110 1935
 JB0037_MARK LOGO: CGS   
 JB0037_PROJECTION: PROJECTING 6 CENTIMETERS
 JB0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0037+STABILITY: SURFACE MOTION
 JB0037
 JB0037  HISTORY     - Date     Condition        Report By
 JB0037  HISTORY     - 1935     MONUMENTED       CGS
 JB0037  HISTORY     - 1949     GOOD             NGS
 JB0037  HISTORY     - 1970     MARK NOT FOUND   NGS
 JB0037  HISTORY     - 1986     GOOD             NGS
 JB0037
 JB0037                          STATION DESCRIPTION
 JB0037
 JB0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0037'AT NOBLE.
 JB0037'AT NOBLE, ABOUT 150 YARDS WEST OF THE BALTIMORE AND OHIO RAILROAD
 JB0037'STATION, SET IN THE NORTHEAST CORNER OF A STREET CROSSING, 56 FEET
 JB0037'EAST OF THE CENTER LINE OF THE STREET, 38 FEET EAST-SOUTHEAST
 JB0037'OF A POWER POLE, 31 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 JB0037'TRACK, 24 FEET EAST-NORTHEAST OF THE EAST END OF A 12-INCH PIPE
 JB0037'CULVERT UNDER THE STREET, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 JB0037'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JB0037'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0037
 JB0037                          STATION RECOVERY (1970)
 JB0037
 JB0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0037'MARK NOT FOUND.
 JB0037
 JB0037                          STATION RECOVERY (1986)
 JB0037
 JB0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0037'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN NOBLE, AT
 JB0037'THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND WEST FIRST STREET,
 JB0037'17.1 M (56.1 FT) EAST OF THE CENTER OF THE STREET, 9.5 M (31.2 FT)
 JB0037'NORTH OF THE NEAR RAIL, AND 7.3 M (24.0 FT) EAST-NORTHEAST OF THE EAST
 JB0037'END OF A 12-INCH PIPE CULVERT UNDER THE STREET.
 JB0037'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JB0037'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0323 ***********************************************************************
 HB0323  DESIGNATION -  B 112 RESET 1949
 HB0323  PID         -  HB0323
 HB0323  STATE/COUNTY-  IL/MASSAC
 HB0323  USGS QUAD   -  METROPOLIS (1996)
 HB0323
 HB0323                         *CURRENT SURVEY CONTROL
 HB0323  ___________________________________________________________________
 HB0323* NAD 83(1986)-  37 09 40.     (N)    088 40 40.     (W)     SCALED    
 HB0323* NAVD 88     -       113.40   (+/-2cm)     372.0    (feet)  VERTCON   
 HB0323  ___________________________________________________________________
 HB0323  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HB0323
 HB0323  VERT ORDER  -  ? (See Below)
 HB0323
 HB0323.The horizontal coordinates were scaled from a topographic map and have
 HB0323.an estimated accuracy of +/- 6 seconds.
 HB0323
 HB0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0323.The vertical order pertains to the NGVD 29 superseded value.
 HB0323
 HB0323.The geoid height was determined by GEOID03.
 HB0323
 HB0323;                    North         East    Units  Estimated Accuracy
 HB0323;SPC IL E     -    54,930.      269,410.      MT  (+/- 180 meters Scaled)
 HB0323
 HB0323                          SUPERSEDED SURVEY CONTROL
 HB0323
 HB0323  NGVD 29 (??/??/??)  113.438  (m)          372.17   (f) ADJUSTED    ?  
 HB0323
 HB0323.Superseded values are not recommended for survey control.
 HB0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0323.See file dsdata.txt to determine how the superseded data were derived.
 HB0323
 HB0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG510140(NAD 83)
 HB0323_MARKER: DD = SURVEY DISK
 HB0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0323_STAMPING: B 112 RESET 1949
 HB0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0323+STABILITY: SURFACE MOTION
 HB0323
 HB0323  HISTORY     - Date     Condition        Report By
 HB0323  HISTORY     - 1949     MONUMENTED       ILHD
 HB0323
 HB0323                          STATION DESCRIPTION
 HB0323
 HB0323'DESCRIBED BY IL HIGHWAY DEPT 1949
 HB0323'2.8 MI E FROM METROPOLIS.
 HB0323'2.8 MILES EAST ALONG U.S. HIGHWAY 45 FROM THE EAST CITY LIMITS
 HB0323'OF METROPOLIS, MASSAC COUNTY, 302 FEET WEST AND SOUTH OF THE
 HB0323'NORTHEAST CORNER OF SECTION 5, T 16 S, R 5 E, 308 FEET WEST OF
 HB0323'THE INTERSECTION OF STATE HIGHWAY 145, 48 FEET SOUTH OF THE
 HB0323'CENTERLINE OF U.S. HIGHWAY 45, AND AT THE CORNER OF A YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0324 ***********************************************************************
 HB0324  CBN         -  This is a Cooperative Base Network Control Station.
 HB0324  DESIGNATION -  B 112 RESET 1971
 HB0324  PID         -  HB0324
 HB0324  STATE/COUNTY-  IL/MASSAC
 HB0324  USGS QUAD   -  METROPOLIS (1996)
 HB0324
 HB0324                         *CURRENT SURVEY CONTROL
 HB0324  ___________________________________________________________________
 HB0324* NAD 83(1997)-  37 09 39.41638(N)    088 40 41.00790(W)     ADJUSTED  
 HB0324* NAVD 88     -       112.67   (meters)     369.7    (feet)  LEVELING  
 HB0324  ___________________________________________________________________
 HB0324  X           -     117,410.940 (meters)                     COMP
 HB0324  Y           -  -5,087,936.029 (meters)                     COMP
 HB0324  Z           -   3,831,694.094 (meters)                     COMP
 HB0324  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HB0324  ELLIP HEIGHT-          84.16  (meters)          (10/15/04) GPS OBS
 HB0324  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HB0324
 HB0324  HORZ ORDER  -  B
 HB0324  VERT ORDER  -  THIRD ?
 HB0324  ELLP ORDER  -  FOURTH    CLASS II
 HB0324
 HB0324.The horizontal coordinates were established by GPS observations
 HB0324.and adjusted by the National Geodetic Survey in July 1998..
 HB0324
 HB0324.The orthometric height was determined by differential leveling.
 HB0324.The vertical network tie was performed by a horz. field party for horz.
 HB0324.obs reductions. Reset procedures were used to establish the elevation.
 HB0324
 HB0324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0324
 HB0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0324
 HB0324.The ellipsoidal height was determined by GPS observations
 HB0324.and is referenced to NAD 83.
 HB0324
 HB0324.The geoid height was determined by GEOID03.
 HB0324
 HB0324;                    North         East     Units Scale Factor Converg.
 HB0324;SPC IL E     -    54,907.759   269,381.015   MT  0.99998654   -0 12 29.6
 HB0324;SPC IL E     -   180,143.21    883,794.21   sFT  0.99998654   -0 12 29.6
 HB0324;SPC KY1Z     - 1,095,932.394 1,239,966.324   MT  0.99998233   -1 47 51.8
 HB0324;SPC KY1Z     - 3,595,571.53  4,068,122.85   sFT  0.99998233   -1 47 51.8
 HB0324;SPC KY S     -   595,873.278   239,973.709   MT  0.99994995   -1 46 32.7
 HB0324;SPC KY S     - 1,954,960.91    787,313.74   sFT  0.99994995   -1 46 32.7
 HB0324;UTM  16      - 4,114,045.409   351,002.500   MT  0.99987348   -1 00 49.8
 HB0324
 HB0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0324!SPC IL E     -   0.99998679  x   0.99998654  =   0.99997333
 HB0324!SPC KY1Z     -   0.99998679  x   0.99998233  =   0.99996912
 HB0324!SPC KY S     -   0.99998679  x   0.99994995  =   0.99993674
 HB0324!UTM  16      -   0.99998679  x   0.99987348  =   0.99986027
 HB0324
 HB0324                          SUPERSEDED SURVEY CONTROL
 HB0324
 HB0324  ELLIP H (07/17/98)   84.17   (m)                       GP(       ) 4 1
 HB0324  NAD 83(1997)-  37 09 39.42104(N)    088 40 41.00592(W) AD(       ) 1
 HB0324  NAD 83(1986)-  37 09 39.42696(N)    088 40 41.00958(W) AD(       ) 1
 HB0324  NGVD 29 (??/??/??)  112.695  (m)          369.73   (f) ADJUSTED    ?  
 HB0324
 HB0324.Superseded values are not recommended for survey control.
 HB0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0324.See file dsdata.txt to determine how the superseded data were derived.
 HB0324
 HB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5100214045(NAD 83)
 HB0324_MARKER: DV = VERTICAL CONTROL DISK
 HB0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0324_SP_SET: CONCRETE POST
 HB0324_STAMPING: B 112 RESET 1971
 HB0324_MARK LOGO: NGS   
 HB0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0324+STABILITY: SURFACE MOTION
 HB0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0324+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1998
 HB0324
 HB0324  HISTORY     - Date     Condition        Report By
 HB0324  HISTORY     - 1971     MONUMENTED       NGS
 HB0324  HISTORY     - 19921212 GOOD
 HB0324  HISTORY     - 19930226 GOOD             NGS
 HB0324  HISTORY     - 19970303 GOOD             NGS
 HB0324  HISTORY     - 19970303 GOOD             NGS
 HB0324  HISTORY     - 19980909 GOOD             ILDT
 HB0324
 HB0324                          STATION DESCRIPTION
 HB0324
 HB0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HB0324'2.8 MI E FROM METROPOLIS.
 HB0324'2.8 MILES EAST ALONG U.S. HIGHWAY 45 FROM THE EAST CITY LIMITS
 HB0324'OF METROPOLIS, MASSAC COUNTY, ILLINOIS, 401 FEET WEST AND SOUTH
 HB0324'OF THE NORTHEAST CORNER OF SECTION 5, T16S, R5E, 380 FEET
 HB0324'WEST OF THE INTERSECTION OF STATE HIGHWAY 145, 127 FEET SOUTH
 HB0324'OF THE CENTERLINE OF U.S. HIGHWAY 45, APPROXIMATELY 2 FEET
 HB0324'INSIDE THE HIGHWAY ROW FENCE LINE.
 HB0324
 HB0324                          STATION RECOVERY (1992)
 HB0324
 HB0324'RECOVERED 1992
 HB0324'RECOVERED IN GOOD CONDITION.
 HB0324
 HB0324                          STATION RECOVERY (1993)
 HB0324
 HB0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB0324'FROM THE INTERSECTION OF INTERSTATE 24 AND U.S. ROUTE 45 JUST EAST OF
 HB0324'METROPOLIS, ILLINOIS, GO APPROXIMATELY 0.32 KM (0.20 MI) EAST FROM
 HB0324'THE INTERSECTION ON ROUTE 45 TO THE STATION ON THE RIGHT (SOUTH) SIDE
 HB0324'OF THE ROAD, AT THE SOUTHEAST QUADRANT OF THE INTERCHANGE, NEAR A
 HB0324'FENCE ALONG THE SOUTH R.O.W. LINE.  STATION B-112 RESET IS A CIRCULAR
 HB0324'INSCRIBED STANDARD BRASS BENCH MARK DISK SET IN CONCRETE.
 HB0324'1.)  28.3M SOUTH OF THE CENTERLINE OF THE ROAD.
 HB0324'2.)  17.5M EAST OF A FENCE CORNER.
 HB0324'3.)  28.3M NORTHEAST OF THE NORTHWEST CORNER OF A BUILDING.
 HB0324
 HB0324                          STATION RECOVERY (1997)
 HB0324
 HB0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 HB0324'THE STATION IS LOCATED EAST OF METROPOLIS NEAR THE JUNCTION OF
 HB0324'INTERSTATE 24 AND U.S. HIGHWAY 45.  TO REACH FROM THAT POINT PROCEED
 HB0324'EAST ON HIGHWAY 45 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT
 HB0324'NEAR THE SOUTH RIGHT-OF-WAY FENCE.  IT IS 28.3 M (92.8 FT) SOUTH OF
 HB0324'THE CENTERLINE OF HIGHWAY 45, 17.5 M (57.4 FT) EAST OF A FENCE CORNER,
 HB0324'28.3 M (92.8 FT) NORTHEAST OF THE NORTHWEST CORNER OF A BUILDING, AND
 HB0324'SET IN THE TOP OF A CONCRETE POST.
 HB0324
 HB0324                          STATION RECOVERY (1997)
 HB0324
 HB0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HB0324'RECOVERED AS DESCRIBED.
 HB0324
 HB0324                          STATION RECOVERY (1998)
 HB0324
 HB0324'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (DB)
 HB0324'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0841 ***********************************************************************
 KB0841  DESIGNATION -  B 113
 KB0841  PID         -  KB0841
 KB0841  STATE/COUNTY-  IL/MONTGOMERY
 KB0841  USGS QUAD   -  SORENTO NORTH (1974)
 KB0841
 KB0841                         *CURRENT SURVEY CONTROL
 KB0841  ___________________________________________________________________
 KB0841* NAD 83(1986)-  39 04 15.     (N)    089 37 11.     (W)     SCALED    
 KB0841* NAVD 88     -       188.909  (meters)     619.78   (feet)  ADJUSTED  
 KB0841  ___________________________________________________________________
 KB0841  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KB0841  DYNAMIC HT  -         188.798 (meters)     619.41  (feet)  COMP
 KB0841  MODELED GRAV-     980,037.8   (mgal)                       NAVD 88
 KB0841
 KB0841  VERT ORDER  -  SECOND    CLASS 0
 KB0841
 KB0841.The horizontal coordinates were scaled from a topographic map and have
 KB0841.an estimated accuracy of +/- 6 seconds.
 KB0841
 KB0841.The orthometric height was determined by differential leveling
 KB0841.and adjusted by the National Geodetic Survey in June 1991..
 KB0841
 KB0841.The geoid height was determined by GEOID03.
 KB0841
 KB0841.The dynamic height is computed by dividing the NAVD 88
 KB0841.geopotential number by the normal gravity value computed on the
 KB0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0841.degrees latitude (g = 980.6199 gals.).
 KB0841
 KB0841.The modeled gravity was interpolated from observed gravity values.
 KB0841
 KB0841;                    North         East    Units  Estimated Accuracy
 KB0841;SPC IL W     -   266,980.      747,330.      MT  (+/- 180 meters Scaled)
 KB0841
 KB0841                          SUPERSEDED SURVEY CONTROL
 KB0841
 KB0841  NGVD 29 (??/??/92)  189.038  (m)          620.20   (f) ADJ UNCH    2 0
 KB0841
 KB0841.Superseded values are not recommended for survey control.
 KB0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0841.See file dsdata.txt to determine how the superseded data were derived.
 KB0841
 KB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ733279(NAD 83)
 KB0841_MARKER: DB = BENCH MARK DISK
 KB0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0841_STAMPING: B 113 1935
 KB0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0841+STABILITY: SURFACE MOTION
 KB0841
 KB0841  HISTORY     - Date     Condition        Report By
 KB0841  HISTORY     - 1935     MONUMENTED       CGS
 KB0841  HISTORY     - 1959     GOOD             NGS
 KB0841
 KB0841                          STATION DESCRIPTION
 KB0841
 KB0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0841'AT WALSHVILLE.
 KB0841'AT WALSHVILLE, MONTGOMERY COUNTY, ON THE CHICAGO, BURLINGTON
 KB0841'AND QUINCY RAILROAD, 5 RAILS SOUTH OF THE STATION, 1-1/2 RAILS
 KB0841'SOUTH OF A STREET CROSSING, 30 FEET EAST OF THE TRACK, AND 18
 KB0841'FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED B 113 1935 AND
 KB0841'SET IN THE TOP OF A CONCRETE POST.
 KB0841
 KB0841                          STATION RECOVERY (1959)
 KB0841
 KB0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KB0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0099 ***********************************************************************
 JC0099  DESIGNATION -  B 115
 JC0099  PID         -  JC0099
 JC0099  STATE/COUNTY-  IL/ST CLAIR
 JC0099  USGS QUAD   -  CAHOKIA (1993)
 JC0099
 JC0099                         *CURRENT SURVEY CONTROL
 JC0099  ___________________________________________________________________
 JC0099* NAD 83(1986)-  38 31 22.     (N)    090 12 33.     (W)     SCALED    
 JC0099* NAVD 88     -       125.524  (meters)     411.82   (feet)  ADJUSTED  
 JC0099  ___________________________________________________________________
 JC0099  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JC0099  DYNAMIC HT  -         125.444 (meters)     411.56  (feet)  COMP
 JC0099  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JC0099
 JC0099  VERT ORDER  -  SECOND    CLASS 0
 JC0099
 JC0099.The horizontal coordinates were scaled from a topographic map and have
 JC0099.an estimated accuracy of +/- 6 seconds.
 JC0099
 JC0099.The orthometric height was determined by differential leveling
 JC0099.and adjusted by the National Geodetic Survey in June 1991..
 JC0099
 JC0099.The geoid height was determined by GEOID03.
 JC0099
 JC0099.The dynamic height is computed by dividing the NAVD 88
 JC0099.geopotential number by the normal gravity value computed on the
 JC0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0099.degrees latitude (g = 980.6199 gals.).
 JC0099
 JC0099.The modeled gravity was interpolated from observed gravity values.
 JC0099
 JC0099;                    North         East    Units  Estimated Accuracy
 JC0099;SPC IL W     -   206,000.      696,290.      MT  (+/- 180 meters Scaled)
 JC0099
 JC0099                          SUPERSEDED SURVEY CONTROL
 JC0099
 JC0099  NGVD 29 (??/??/92)  125.670  (m)          412.30   (f) ADJ UNCH    2 0
 JC0099
 JC0099.Superseded values are not recommended for survey control.
 JC0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0099.See file dsdata.txt to determine how the superseded data were derived.
 JC0099
 JC0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC433675(NAD 83)
 JC0099_MARKER: DB = BENCH MARK DISK
 JC0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0099_STAMPING: B 115 1935
 JC0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0099+STABILITY: SURFACE MOTION
 JC0099
 JC0099  HISTORY     - Date     Condition        Report By
 JC0099  HISTORY     - 1935     MONUMENTED       CGS
 JC0099
 JC0099                          STATION DESCRIPTION
 JC0099
 JC0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0099'AT DUPO.
 JC0099'AT DUPO, ST. CLAIR COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 0.3
 JC0099'MILE NORTH OF THE STATION, MIDWAY BETWEEN POLES 5/32 AND 5/33, 35
 JC0099'FEET SOUTH OF A STREET CROSSING, 20 FEET EAST OF THE CENTERLINE
 JC0099'OF THE NORTH-BOUND MAIN TRACK, AND 48 FEET WEST OF THE CENTERLINE
 JC0099'OF STATE HIGHWAY 3.  A STANDARD DISK, STAMPED B 115 1935 AND SET
 JC0099'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0681 ***********************************************************************
 HB0681  DESIGNATION -  B 119
 HB0681  PID         -  HB0681
 HB0681  STATE/COUNTY-  IL/JACKSON
 HB0681  USGS QUAD   -  GORHAM (1994)
 HB0681
 HB0681                         *CURRENT SURVEY CONTROL
 HB0681  ___________________________________________________________________
 HB0681* NAD 83(1986)-  37 43 56.     (N)    089 27 10.     (W)     SCALED    
 HB0681* NAVD 88     -       109.766  (meters)     360.12   (feet)  ADJUSTED  
 HB0681  ___________________________________________________________________
 HB0681  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HB0681  DYNAMIC HT  -         109.689 (meters)     359.87  (feet)  COMP
 HB0681  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 HB0681
 HB0681  VERT ORDER  -  FIRST     CLASS II
 HB0681
 HB0681.The horizontal coordinates were scaled from a topographic map and have
 HB0681.an estimated accuracy of +/- 6 seconds.
 HB0681
 HB0681.The orthometric height was determined by differential leveling
 HB0681.and adjusted by the National Geodetic Survey in June 1991..
 HB0681
 HB0681.The geoid height was determined by GEOID03.
 HB0681
 HB0681.The dynamic height is computed by dividing the NAVD 88
 HB0681.geopotential number by the normal gravity value computed on the
 HB0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0681.degrees latitude (g = 980.6199 gals.).
 HB0681
 HB0681.The modeled gravity was interpolated from observed gravity values.
 HB0681
 HB0681;                    North         East    Units  Estimated Accuracy
 HB0681;SPC IL W     -   118,490.      762,930.      MT  (+/- 180 meters Scaled)
 HB0681
 HB0681                          SUPERSEDED SURVEY CONTROL
 HB0681
 HB0681  NGVD 29 (??/??/??)  109.866  (m)          360.45   (f) ADJUSTED    1 2
 HB0681
 HB0681.Superseded values are not recommended for survey control.
 HB0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0681.See file dsdata.txt to determine how the superseded data were derived.
 HB0681
 HB0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG838789(NAD 83)
 HB0681_MARKER: DB = BENCH MARK DISK
 HB0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0681_STAMPING: B 119 1935
 HB0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0681+STABILITY: SURFACE MOTION
 HB0681
 HB0681  HISTORY     - Date     Condition        Report By
 HB0681  HISTORY     - 1935     MONUMENTED       CGS
 HB0681  HISTORY     - 1949     GOOD             CGS
 HB0681
 HB0681                          STATION DESCRIPTION
 HB0681
 HB0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0681'0.8 MI SW FROM SAND RIDGE.
 HB0681'0.8 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0681'STATION AT SAND RIDGE, ABOUT 214 YARDS NORTHEAST OF THE NORTHEAST
 HB0681'END OF A SHORT STEEL TRESTLE ACROSS NORTHERN BAYOU, ABOUT 145
 HB0681'YARDS SOUTHWEST OF MILE POST T 9, 98 FEET SOUTH-SOUTHEAST OF AND
 HB0681'ACROSS TRACK FROM A 14 INCH LONE OAK TREE IN A FENCE LINE,
 HB0681'30 FEET WEST-NORTHWEST OF A BLAZED 6 INCH OAK TREE, 29 FEET
 HB0681'NORTHWEST OF THE NORTHWEST EDGE OF A DITCH, 22 FEET SOUTHEAST
 HB0681'OF THE SOUTHEAST RAIL, 195 FEET SOUTHWEST OF A WHITE WOODEN
 HB0681'WITNESS POST, ABOUT 5.5 FEET BELOW THE LEVEL OF THE TRACK AND
 HB0681'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0605 ***********************************************************************
 KB0605  DESIGNATION -  B 12
 KB0605  PID         -  KB0605
 KB0605  STATE/COUNTY-  IL/MOULTRIE
 KB0605  USGS QUAD   -  CADWELL (1983)
 KB0605
 KB0605                         *CURRENT SURVEY CONTROL
 KB0605  ___________________________________________________________________
 KB0605* NAD 83(1986)-  39 43 02.     (N)    088 36 20.     (W)     SCALED    
 KB0605* NAVD 88     -       211.640  (meters)     694.36   (feet)  ADJUSTED  
 KB0605  ___________________________________________________________________
 KB0605  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KB0605  DYNAMIC HT  -         211.521 (meters)     693.97  (feet)  COMP
 KB0605  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 KB0605
 KB0605  VERT ORDER  -  FIRST     CLASS II
 KB0605
 KB0605.The horizontal coordinates were scaled from a topographic map and have
 KB0605.an estimated accuracy of +/- 6 seconds.
 KB0605
 KB0605.The orthometric height was determined by differential leveling
 KB0605.and adjusted by the National Geodetic Survey in June 1991..
 KB0605
 KB0605.The geoid height was determined by GEOID03.
 KB0605
 KB0605.The dynamic height is computed by dividing the NAVD 88
 KB0605.geopotential number by the normal gravity value computed on the
 KB0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0605.degrees latitude (g = 980.6199 gals.).
 KB0605
 KB0605.The modeled gravity was interpolated from observed gravity values.
 KB0605
 KB0605;                    North         East    Units  Estimated Accuracy
 KB0605;SPC IL E     -   338,640.      276,660.      MT  (+/- 180 meters Scaled)
 KB0605
 KB0605                          SUPERSEDED SURVEY CONTROL
 KB0605
 KB0605  NGVD 29 (??/??/92)  211.711  (m)          694.59   (f) ADJ UNCH    1 2
 KB0605
 KB0605.Superseded values are not recommended for survey control.
 KB0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0605.See file dsdata.txt to determine how the superseded data were derived.
 KB0605
 KB0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ623976(NAD 83)
 KB0605_MARKER: DB = BENCH MARK DISK
 KB0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0605_STAMPING: 694.798 B 12 1933
 KB0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0605+STABILITY: SURFACE MOTION
 KB0605
 KB0605  HISTORY     - Date     Condition        Report By
 KB0605  HISTORY     - 1933     MONUMENTED       CGS
 KB0605  HISTORY     - 1942     GOOD             NGS
 KB0605  HISTORY     - 1942     GOOD             NGS
 KB0605  HISTORY     - 1975     GOOD             ILDT
 KB0605
 KB0605                          STATION DESCRIPTION
 KB0605
 KB0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KB0605'1.5 MI E FROM LOVINGTON.
 KB0605'1.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM LOVINGTON,
 KB0605'MOULTRIE COUNTY, 23-1/2 POLES WEST OF MILEPOST TH 70, 50 FEET
 KB0605'EAST OF A GRADE CROSSING, 23 FEET SOUTH OF THE TRACK, AND 30
 KB0605'FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED 694.798
 KB0605'B 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KB0605
 KB0605                          STATION RECOVERY (1942)
 KB0605
 KB0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KB0605'RECOVERED IN GOOD CONDITION.
 KB0605
 KB0605                          STATION RECOVERY (1975)
 KB0605
 KB0605'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3234 ***********************************************************************
 ME3234  DESIGNATION -  B 12
 ME3234  PID         -  ME3234
 ME3234  STATE/COUNTY-  IL/COOK
 ME3234  USGS QUAD   -  RIVER FOREST (1997)
 ME3234
 ME3234                         *CURRENT SURVEY CONTROL
 ME3234  ___________________________________________________________________
 ME3234* NAD 83(1997)-  41 59 01.21598(N)    087 51 04.53303(W)     ADJUSTED  
 ME3234* NAVD 88     -       193.4    (meters)     635.     (feet)  VERTCON   
 ME3234  ___________________________________________________________________
 ME3234  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 ME3234  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME3234
 ME3234  HORZ ORDER  -  SECOND
 ME3234
 ME3234.The horizontal coordinates were established by classical geodetic methods
 ME3234.and adjusted by the National Geodetic Survey in October 1999..
 ME3234
 ME3234.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3234
 ME3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3234
 ME3234.The geoid height was determined by GEOID03.
 ME3234
 ME3234;                    North         East     Units Scale Factor Converg.
 ME3234;SPC IL E     -   590,401.375   339,949.472   MT  0.99999463   +0 19 20.9
 ME3234;SPC IL E     - 1,937,008.51  1,115,317.56   sFT  0.99999463   +0 19 20.9
 ME3234;UTM  16      - 4,648,313.675   429,482.441   MT  0.99966119   -0 34 10.0
 ME3234
 ME3234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3234!SPC IL E     -   0.99997494  x   0.99999463  =   0.99996957
 ME3234!UTM  16      -   0.99997494  x   0.99966119  =   0.99963614
 ME3234
 ME3234:                Primary Azimuth Mark                     Grid Az
 ME3234:SPC IL E     -  CAN                                      084 18 49.8
 ME3234:UTM  16      -  CAN                                      085 12 20.7
 ME3234
 ME3234|---------------------------------------------------------------------|
 ME3234| PID    Reference Object                     Distance      Geod. Az  |
 ME3234|                                                           dddmmss.s |
 ME3234| ME3074 CAN                                 APPROX. 1.8 KM 0843810.7 |
 ME3234|---------------------------------------------------------------------|
 ME3234
 ME3234                          SUPERSEDED SURVEY CONTROL
 ME3234
 ME3234  NAD 83(1997)-  41 59 01.21609(N)    087 51 04.53360(W) AD(       ) 2
 ME3234  NAD 83(1997)-  41 59 01.21686(N)    087 51 04.54778(W) AD(       ) 2
 ME3234  NAD 83(1986)-  41 59 01.21852(N)    087 51 04.54735(W) AD(       ) 2
 ME3234  NGVD 29 (08/23/90)  193.5    (m)          635.     (f) VERT ANG       
 ME3234
 ME3234.Superseded values are not recommended for survey control.
 ME3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3234.See file dsdata.txt to determine how the superseded data were derived.
 ME3234
 ME3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2948248314(NAD 83)
 ME3234_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3234_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3234+WITH SETTING: PAVEMENT
 ME3234_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3234+STABILITY: SURFACE MOTION
 ME3234
 ME3234  HISTORY     - Date     Condition        Report By
 ME3234  HISTORY     - 1983     MONUMENTED       IL1670
 ME3234
 ME3234                          STATION DESCRIPTION
 ME3234
 ME3234'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3234'THE STATION IS LOCATED ALONG THE NORTH SIDE OF THE EAST BOUND
 ME3234'LANES OF THE JOHN F. KENNEDY EXPRESSWAY, NEAR THE JUNCTION OF I-90
 ME3234'AND I-190, JUST EAST OF THE DES PLAINES RIVER AND WEST OF EAST
 ME3234'RIVER ROAD.
 ME3234'
 ME3234'THE STATION IS A STANDARD COC DISK STAMPED---B12 1983---SET INTO A
 ME3234'DRILL HOLE IN A CONCRETE SLAB IN THE MEDIAN.
 ME3234'
 ME3234'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0716 ***********************************************************************
 HB0716  DESIGNATION -  B 120
 HB0716  PID         -  HB0716
 HB0716  STATE/COUNTY-  IL/WILLIAMSON
 HB0716  USGS QUAD   -  HERRIN (1978)
 HB0716
 HB0716                         *CURRENT SURVEY CONTROL
 HB0716  ___________________________________________________________________
 HB0716* NAD 83(1986)-  37 45 06.     (N)    089 04 01.     (W)     SCALED    
 HB0716* NAVD 88     -       144.109  (meters)     472.80   (feet)  ADJUSTED  
 HB0716  ___________________________________________________________________
 HB0716  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB0716  DYNAMIC HT  -         144.010 (meters)     472.47  (feet)  COMP
 HB0716  MODELED GRAV-     979,942.9   (mgal)                       NAVD 88
 HB0716
 HB0716  VERT ORDER  -  SECOND    CLASS 0
 HB0716
 HB0716.The horizontal coordinates were scaled from a topographic map and have
 HB0716.an estimated accuracy of +/- 6 seconds.
 HB0716
 HB0716.The orthometric height was determined by differential leveling
 HB0716.and adjusted by the National Geodetic Survey in June 1991..
 HB0716
 HB0716.The geoid height was determined by GEOID03.
 HB0716
 HB0716.The dynamic height is computed by dividing the NAVD 88
 HB0716.geopotential number by the normal gravity value computed on the
 HB0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0716.degrees latitude (g = 980.6199 gals.).
 HB0716
 HB0716.The modeled gravity was interpolated from observed gravity values.
 HB0716
 HB0716;                    North         East    Units  Estimated Accuracy
 HB0716;SPC IL E     -   120,670.      235,350.      MT  (+/- 180 meters Scaled)
 HB0716
 HB0716                          SUPERSEDED SURVEY CONTROL
 HB0716
 HB0716  NGVD 29 (??/??/??)  144.202  (m)          473.10   (f) ADJUSTED    2 0
 HB0716
 HB0716.Superseded values are not recommended for survey control.
 HB0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0716.See file dsdata.txt to determine how the superseded data were derived.
 HB0716
 HB0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG179802(NAD 83)
 HB0716_MARKER: DB = BENCH MARK DISK
 HB0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0716_STAMPING: B 120 1935
 HB0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0716+STABILITY: SURFACE MOTION
 HB0716
 HB0716  HISTORY     - Date     Condition        Report By
 HB0716  HISTORY     - 1935     MONUMENTED       CGS
 HB0716  HISTORY     - 1965     GOOD             CGS
 HB0716  HISTORY     - 20020602 GOOD             ILDT
 HB0716  HISTORY     - 20041109 MARK NOT FOUND   GEOCAC
 HB0716
 HB0716                          STATION DESCRIPTION
 HB0716
 HB0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HB0716'AT CRAINSVILLE.
 HB0716'AT CRAINVILLE, WILLIAMSON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HB0716'100 FEET EAST OF THE STATION, 15 RAILS EAST OF MILEPOST E 98,
 HB0716'AND 30 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 HB0716'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HB0716'INCHES ABOVE GROUND.
 HB0716
 HB0716                          STATION RECOVERY (2002)
 HB0716
 HB0716'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 HB0716'RECOVERED IN GOOD CONDITION.
 HB0716
 HB0716                          STATION RECOVERY (2004)
 HB0716
 HB0716'RECOVERY NOTE BY GEOCACHING 2004 (WTW)
 HB0716'I WAS UNABLE TO FIND THE MARK, THE TRACK HAVE BEEN REMOVED AND ALL THE
 HB0716'GROUND AROUND THEM HA SHAD EXTENSIVE LANDSCAPING DONE, THE DESCRIPTION
 HB0716'OF MARKER AND THE DIRECTIONS TO IT ARE UNABLE TO BE FOLLOWED AND FOUND
 HB0716' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0292 ***********************************************************************
 JB0292  DESIGNATION -  B 123
 JB0292  PID         -  JB0292
 JB0292  STATE/COUNTY-  IL/JEFFERSON
 JB0292  USGS QUAD   -  MOUNT VERNON (1978)
 JB0292
 JB0292                         *CURRENT SURVEY CONTROL
 JB0292  ___________________________________________________________________
 JB0292* NAD 83(1986)-  38 18 34.     (N)    088 53 28.     (W)     SCALED    
 JB0292* NAVD 88     -       140.164  (meters)     459.85   (feet)  ADJUSTED  
 JB0292  ___________________________________________________________________
 JB0292  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JB0292  DYNAMIC HT  -         140.074 (meters)     459.56  (feet)  COMP
 JB0292  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 JB0292
 JB0292  VERT ORDER  -  SECOND    CLASS 0
 JB0292
 JB0292.The horizontal coordinates were scaled from a topographic map and have
 JB0292.an estimated accuracy of +/- 6 seconds.
 JB0292
 JB0292.The orthometric height was determined by differential leveling
 JB0292.and adjusted by the National Geodetic Survey in June 1991..
 JB0292
 JB0292.The geoid height was determined by GEOID03.
 JB0292
 JB0292.The dynamic height is computed by dividing the NAVD 88
 JB0292.geopotential number by the normal gravity value computed on the
 JB0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0292.degrees latitude (g = 980.6199 gals.).
 JB0292
 JB0292.The modeled gravity was interpolated from observed gravity values.
 JB0292
 JB0292;                    North         East    Units  Estimated Accuracy
 JB0292;SPC IL E     -   182,470.      251,220.      MT  (+/- 180 meters Scaled)
 JB0292
 JB0292                          SUPERSEDED SURVEY CONTROL
 JB0292
 JB0292  NGVD 29 (??/??/92)  140.272  (m)          460.21   (f) ADJ UNCH    2 0
 JB0292
 JB0292.Superseded values are not recommended for survey control.
 JB0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0292.See file dsdata.txt to determine how the superseded data were derived.
 JB0292
 JB0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH346418(NAD 83)
 JB0292_MARKER: DB = BENCH MARK DISK
 JB0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0292_STAMPING: V 123 1935
 JB0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0292+STABILITY: SURFACE MOTION
 JB0292
 JB0292  HISTORY     - Date     Condition        Report By
 JB0292  HISTORY     - 1935     MONUMENTED       CGS
 JB0292  HISTORY     - 1938     GOOD             NGS
 JB0292  HISTORY     - 1965     POOR             USGS
 JB0292
 JB0292                          STATION DESCRIPTION
 JB0292
 JB0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JB0292'0.6 MI S FROM MT VERNON.
 JB0292'0.6 MILE SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 JB0292'FROM THE STATION AT MT. VERNON, JEFFERSON COUNTY, TWO RAILS
 JB0292'NORTH OF THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD,
 JB0292'4 RAILS SOUTH OF CONTROL TOWER VN, 30 FEET EAST OF THE CENTERLINE
 JB0292'OF THE TRACK, AND 30 FEET WEST OF THE CENTERLINE OF A DIRT ROAD.
 JB0292'A STANDARD DISK, STAMPED V 128 1935 AND SET IN THE TOP OF A
 JB0292'CONCRETE POST.  NOTE-- HOWEVER, IT IS QUITE LOOSE IN GROUND.
 JB0292
 JB0292                          STATION RECOVERY (1965)
 JB0292
 JB0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JB0292'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1391 ***********************************************************************
 JA1391  DESIGNATION -  B 128
 JA1391  PID         -  JA1391
 JA1391  STATE/COUNTY-  IL/RICHLAND
 JA1391  USGS QUAD   -  CLAREMONT (1968)
 JA1391
 JA1391                         *CURRENT SURVEY CONTROL
 JA1391  ___________________________________________________________________
 JA1391* NAD 83(1986)-  38 43 07.     (N)    087 58 13.     (W)     SCALED    
 JA1391* NAVD 88     -       155.171  (meters)     509.09   (feet)  ADJUSTED  
 JA1391  ___________________________________________________________________
 JA1391  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA1391  DYNAMIC HT  -         155.076 (meters)     508.78  (feet)  COMP
 JA1391  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JA1391
 JA1391  VERT ORDER  -  FIRST     CLASS II
 JA1391
 JA1391.The horizontal coordinates were scaled from a topographic map and have
 JA1391.an estimated accuracy of +/- 6 seconds.
 JA1391
 JA1391.The orthometric height was determined by differential leveling
 JA1391.and adjusted by the National Geodetic Survey in June 1991..
 JA1391
 JA1391.The geoid height was determined by GEOID03.
 JA1391
 JA1391.The dynamic height is computed by dividing the NAVD 88
 JA1391.geopotential number by the normal gravity value computed on the
 JA1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1391.degrees latitude (g = 980.6199 gals.).
 JA1391
 JA1391.The modeled gravity was interpolated from observed gravity values.
 JA1391
 JA1391;                    North         East    Units  Estimated Accuracy
 JA1391;SPC IL E     -   227,800.      331,570.      MT  (+/- 180 meters Scaled)
 JA1391
 JA1391                          SUPERSEDED SURVEY CONTROL
 JA1391
 JA1391  NGVD 29 (??/??/92)  155.28   (m)          509.4    (f) COMPUTED    1 2
 JA1391
 JA1391.Superseded values are not recommended for survey control.
 JA1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1391.See file dsdata.txt to determine how the superseded data were derived.
 JA1391
 JA1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH156859(NAD 83)
 JA1391_MARKER: DB = BENCH MARK DISK
 JA1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1391_STAMPING: B 128 1938
 JA1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1391+STABILITY: SURFACE MOTION
 JA1391
 JA1391  HISTORY     - Date     Condition        Report By
 JA1391  HISTORY     - 1938     MONUMENTED       CGS
 JA1391
 JA1391                          STATION DESCRIPTION
 JA1391
 JA1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1391'IN CLAREMONT.
 JA1391'ON THE ST. LOUIS DIVISION OF THE BALTIMORE AND OHIO RAILROAD.
 JA1391'IN THE NORTHWEST CORNER OF THE C.W. LUBBEN BUILDING.  SET
 JA1391'VERTICALLY IN THE CONCRETE FOUNDATION OF THE BUILDING, ONE FOOT
 JA1391'ABOVE BRICK SIDE WALK.  THE BUILDING IS 200 FEET NORTH OF
 JA1391'RAILROAD TRACKS AND IMMEDIATELY NORTH OF THE POST OFFICE, ABOUT
 JA1391'500 FEET NORTHEAST OF THE RAILWAY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1392 ***********************************************************************
 JA1392  DESIGNATION -  B 128 RESET
 JA1392  PID         -  JA1392
 JA1392  STATE/COUNTY-  IL/RICHLAND
 JA1392  USGS QUAD   -  CLAREMONT (1968)
 JA1392
 JA1392                         *CURRENT SURVEY CONTROL
 JA1392  ___________________________________________________________________
 JA1392* NAD 83(1986)-  38 43 07.     (N)    087 58 13.     (W)     SCALED    
 JA1392* NAVD 88     -       154.904  (meters)     508.21   (feet)  ADJUSTED  
 JA1392  ___________________________________________________________________
 JA1392  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA1392  DYNAMIC HT  -         154.810 (meters)     507.91  (feet)  COMP
 JA1392  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JA1392
 JA1392  VERT ORDER  -  FIRST     CLASS II
 JA1392
 JA1392.The horizontal coordinates were scaled from a topographic map and have
 JA1392.an estimated accuracy of +/- 6 seconds.
 JA1392
 JA1392.The orthometric height was determined by differential leveling
 JA1392.and adjusted by the National Geodetic Survey in June 1991..
 JA1392
 JA1392.The geoid height was determined by GEOID03.
 JA1392
 JA1392.The dynamic height is computed by dividing the NAVD 88
 JA1392.geopotential number by the normal gravity value computed on the
 JA1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1392.degrees latitude (g = 980.6199 gals.).
 JA1392
 JA1392.The modeled gravity was interpolated from observed gravity values.
 JA1392
 JA1392;                    North         East    Units  Estimated Accuracy
 JA1392;SPC IL E     -   227,800.      331,570.      MT  (+/- 180 meters Scaled)
 JA1392
 JA1392                          SUPERSEDED SURVEY CONTROL
 JA1392
 JA1392  NGVD 29 (??/??/??)  154.99   (m)          508.5    (f) RESET       3  
 JA1392
 JA1392.Superseded values are not recommended for survey control.
 JA1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1392.See file dsdata.txt to determine how the superseded data were derived.
 JA1392
 JA1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH156859(NAD 83)
 JA1392_MARKER: DB = BENCH MARK DISK
 JA1392_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JA1392_SP_SET: SIDEWALK
 JA1392_STAMPING: B 128 RESET 1947
 JA1392_MARK LOGO: CGS   
 JA1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1392
 JA1392  HISTORY     - Date     Condition        Report By
 JA1392  HISTORY     - 1947     MONUMENTED       LOCENG
 JA1392  HISTORY     - 1986     GOOD             NGS
 JA1392
 JA1392                          STATION DESCRIPTION
 JA1392
 JA1392'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1947
 JA1392'AT CLAREMONT.
 JA1392'AT CLAREMONT, RICHLAND COUNTY, ABOUT 500 FEET NORTHEAST OF THE
 JA1392'BALTIMORE AND OHIO RAILROAD STATION, 190 FEET NORTH OF THE
 JA1392'TRACK, AT THE SOUTHWEST CORNER OF A GARAGE, AND IN THE EAST
 JA1392'SIDEWALK.  A STANDARD DISK, STAMPED B 128 RESET 1947.
 JA1392
 JA1392                          STATION RECOVERY (1986)
 JA1392
 JA1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1392'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 JA1392'CLAREMONT, AT THE INTERSECTION OF WASHINGTON AND NORTH AVENUES, 22.2 M
 JA1392'(72.8 FT) SOUTH OF THE CENTER OF NORTH AVENUE, 13.3 M (43.6 FT) EAST
 JA1392'OF THE CENTER OF WASHINGTON AVENUE, 11.3 M (37.1 FT) NORTH OF THE
 JA1392'NORTHWEST CORNER OF THE POST OFFICE, AND 1.8 M (5.9 FT)
 JA1392'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING.
 JA1392'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0660 ***********************************************************************
 KB0660  DESIGNATION -  B 13
 KB0660  PID         -  KB0660
 KB0660  STATE/COUNTY-  IL/SANGAMON
 KB0660  USGS QUAD   -  MECHANICSBURG (1982)
 KB0660
 KB0660                         *CURRENT SURVEY CONTROL
 KB0660  ___________________________________________________________________
 KB0660* NAD 83(1986)-  39 51 11.     (N)    089 24 30.     (W)     SCALED    
 KB0660* NAVD 88     -       185.990  (meters)     610.20   (feet)  ADJUSTED  
 KB0660  ___________________________________________________________________
 KB0660  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KB0660  DYNAMIC HT  -         185.893 (meters)     609.88  (feet)  COMP
 KB0660  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 KB0660
 KB0660  VERT ORDER  -  FIRST     CLASS II
 KB0660
 KB0660.The horizontal coordinates were scaled from a topographic map and have
 KB0660.an estimated accuracy of +/- 6 seconds.
 KB0660
 KB0660.The orthometric height was determined by differential leveling
 KB0660.and adjusted by the National Geodetic Survey in June 1991..
 KB0660
 KB0660.The geoid height was determined by GEOID03.
 KB0660
 KB0660.The dynamic height is computed by dividing the NAVD 88
 KB0660.geopotential number by the normal gravity value computed on the
 KB0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0660.degrees latitude (g = 980.6199 gals.).
 KB0660
 KB0660.The modeled gravity was interpolated from observed gravity values.
 KB0660
 KB0660;                    North         East    Units  Estimated Accuracy
 KB0660;SPC IL W     -   353,950.      764,890.      MT  (+/- 180 meters Scaled)
 KB0660
 KB0660                          SUPERSEDED SURVEY CONTROL
 KB0660
 KB0660  NGVD 29 (??/??/92)  186.086  (m)          610.52   (f) ADJ UNCH    1 2
 KB0660
 KB0660.Superseded values are not recommended for survey control.
 KB0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0660.See file dsdata.txt to determine how the superseded data were derived.
 KB0660
 KB0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK939142(NAD 83)
 KB0660_MARKER: DB = BENCH MARK DISK
 KB0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0660_STAMPING: B 13 1933
 KB0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0660+STABILITY: SURFACE MOTION
 KB0660
 KB0660  HISTORY     - Date     Condition        Report By
 KB0660  HISTORY     - UNK      MONUMENTED       CGS
 KB0660  HISTORY     - 1933     GOOD             NGS
 KB0660  HISTORY     - 1944     GOOD             NGS
 KB0660
 KB0660                          STATION DESCRIPTION
 KB0660
 KB0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0660'AT BUFFALO.
 KB0660'AT BUFFALO, SANGAMON COUNTY, ON THE WABASH RAILROAD, ABOUT 150
 KB0660'FEET WEST OF THE STATION, 45 FEET WEST OF A CROSS STREET, 15 FEET
 KB0660'WEST OF A BRICK SIDEWALK, 25 FEET NORTH OF THE MAIN TRACK, AND 5
 KB0660'FEET WEST OF POLE 400/9.  A STANDARD DISK, STAMPED B 13 1933 AND
 KB0660'SET IN THE TOP OF A CONCRETE POST.
 KB0660
 KB0660                          STATION RECOVERY (1944)
 KB0660
 KB0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 KB0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0484 ***********************************************************************
 NH0484  DESIGNATION -  B 130
 NH0484  PID         -  NH0484
 NH0484  STATE/COUNTY-  IL/OGLE
 NH0484  USGS QUAD   -  KINGS (1993)
 NH0484
 NH0484                         *CURRENT SURVEY CONTROL
 NH0484  ___________________________________________________________________
 NH0484* NAD 83(1986)-  42 05 59.     (N)    089 04 33.     (W)     SCALED    
 NH0484* NAVD 88     -       234.738  (meters)     770.14   (feet)  ADJUSTED  
 NH0484  ___________________________________________________________________
 NH0484  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NH0484  DYNAMIC HT  -         234.660 (meters)     769.88  (feet)  COMP
 NH0484  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 NH0484
 NH0484  VERT ORDER  -  FIRST     CLASS I
 NH0484
 NH0484.The horizontal coordinates were scaled from a topographic map and have
 NH0484.an estimated accuracy of +/- 6 seconds.
 NH0484
 NH0484.The orthometric height was determined by differential leveling
 NH0484.and adjusted by the National Geodetic Survey in June 1991..
 NH0484
 NH0484.The geoid height was determined by GEOID03.
 NH0484
 NH0484.The dynamic height is computed by dividing the NAVD 88
 NH0484.geopotential number by the normal gravity value computed on the
 NH0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0484.degrees latitude (g = 980.6199 gals.).
 NH0484
 NH0484.The modeled gravity was interpolated from observed gravity values.
 NH0484
 NH0484;                    North         East    Units  Estimated Accuracy
 NH0484;SPC IL W     -   603,730.      790,230.      MT  (+/- 180 meters Scaled)
 NH0484
 NH0484                          SUPERSEDED SURVEY CONTROL
 NH0484
 NH0484  NGVD 29 (??/??/92)  234.780  (m)          770.27   (f) ADJ UNCH    1 1
 NH0484
 NH0484.Superseded values are not recommended for survey control.
 NH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0484.See file dsdata.txt to determine how the superseded data were derived.
 NH0484
 NH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM283629(NAD 83)
 NH0484_MARKER: DB = BENCH MARK DISK
 NH0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0484_SP_SET: PIER
 NH0484_STAMPING: B 130 1947
 NH0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0484+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 NH0484
 NH0484  HISTORY     - Date     Condition        Report By
 NH0484  HISTORY     - 1947     MONUMENTED       CGS
 NH0484  HISTORY     - 1969     GOOD             NGS
 NH0484  HISTORY     - 1987     GOOD             USPSQD
 NH0484  HISTORY     - 19960624 GOOD             USPSQD
 NH0484  HISTORY     - 20010725 GOOD             USPSQD
 NH0484  HISTORY     - 20041013 GOOD             USPSQD
 NH0484
 NH0484                          STATION DESCRIPTION
 NH0484
 NH0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0484'0.8 MI E FROM DAVIS JUNCTION.
 NH0484'ABOUT 0.85 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0484'PACIFIC RAILROAD FROM THE STATION AT DAVIS JUNCTION, 0.15 MILE
 NH0484'WEST OF MILEPOST 79, AT THE RAILROAD UNDERPASS FOR U.S. HIGHWAY
 NH0484'51, SET VERTICALLY IN THE SOUTH FACE OF THE FIRST CONCRETE PIER
 NH0484'OF THE UNDERPASS NORTH OF THE TRACKS, 2.1 FEET WEST OF THE EAST
 NH0484'END OF THE PIER, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 NH0484'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.  SEC 24,
 NH0484'T 42 N, R 1 E.
 NH0484
 NH0484                          STATION RECOVERY (1987)
 NH0484
 NH0484'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0484'RECOVERED IN GOOD CONDITION.
 NH0484
 NH0484                          STATION RECOVERY (1996)
 NH0484
 NH0484'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0484'RECOVERED IN GOOD CONDITION.
 NH0484
 NH0484                          STATION RECOVERY (2001)
 NH0484
 NH0484'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0484'RECOVERED IN GOOD CONDITION.
 NH0484
 NH0484                          STATION RECOVERY (2004)
 NH0484
 NH0484'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0230 ***********************************************************************
 NH0230  DESIGNATION -  B 131
 NH0230  PID         -  NH0230
 NH0230  STATE/COUNTY-  IL/DE KALB
 NH0230  USGS QUAD   -  GENOA (1975)
 NH0230
 NH0230                         *CURRENT SURVEY CONTROL
 NH0230  ___________________________________________________________________
 NH0230* NAD 83(1986)-  42 05 42.     (N)    088 40 53.     (W)     SCALED    
 NH0230* NAVD 88     -       260.405  (meters)     854.35   (feet)  ADJUSTED  
 NH0230  ___________________________________________________________________
 NH0230  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH0230  DYNAMIC HT  -         260.318 (meters)     854.06  (feet)  COMP
 NH0230  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 NH0230
 NH0230  VERT ORDER  -  FIRST     CLASS II
 NH0230
 NH0230.The horizontal coordinates were scaled from a topographic map and have
 NH0230.an estimated accuracy of +/- 6 seconds.
 NH0230
 NH0230.The orthometric height was determined by differential leveling
 NH0230.and adjusted by the National Geodetic Survey in June 1991..
 NH0230
 NH0230.The geoid height was determined by GEOID03.
 NH0230
 NH0230.The dynamic height is computed by dividing the NAVD 88
 NH0230.geopotential number by the normal gravity value computed on the
 NH0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0230.degrees latitude (g = 980.6199 gals.).
 NH0230
 NH0230.The modeled gravity was interpolated from observed gravity values.
 NH0230
 NH0230;                    North         East    Units  Estimated Accuracy
 NH0230;SPC IL E     -   602,710.      271,210.      MT  (+/- 180 meters Scaled)
 NH0230
 NH0230                          SUPERSEDED SURVEY CONTROL
 NH0230
 NH0230  NGVD 29 (??/??/92)  260.45   (m)          854.5    (f) COMPUTED    1 2
 NH0230
 NH0230.Superseded values are not recommended for survey control.
 NH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0230.See file dsdata.txt to determine how the superseded data were derived.
 NH0230
 NH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM609616(NAD 83)
 NH0230_MARKER: DB = BENCH MARK DISK
 NH0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0230_STAMPING: B 131 1947
 NH0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0230+STABILITY: SURFACE MOTION
 NH0230
 NH0230  HISTORY     - Date     Condition        Report By
 NH0230  HISTORY     - 1947     MONUMENTED       CGS
 NH0230  HISTORY     - 1969     MARK NOT FOUND   NGS
 NH0230  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NH0230
 NH0230                          STATION DESCRIPTION
 NH0230
 NH0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NH0230'0.8 MI E FROM GENOA.
 NH0230'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 72 FROM THE GENOA STATE
 NH0230'BANK AT GENOA, AT THE JUNCTION OF STATE HIGHWAY 23, 189 FEET
 NH0230'SOUTHEAST AND ACROSS THE INTERSECTION FROM THE EAST CITY LIMIT
 NH0230'SIGN, 130 FEET SOUTHWEST AND ACROSS HIGHWAY 72 FROM THE SOUTHWEST
 NH0230'CORNER OF LEADERS LUMCH AND SERVICE STATION, 39 FEET SOUTH OF THE
 NH0230'CENTER LINE OF THE JUNCTION, 5 FEET EAST-SOUTHEAST OF A TELEPHONE
 NH0230'POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NH0230'WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NH0230'4 INCHES.
 NH0230
 NH0230                          STATION RECOVERY (1969)
 NH0230
 NH0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0230'MARK NOT FOUND.
 NH0230
 NH0230                          STATION RECOVERY (1996)
 NH0230
 NH0230'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0059 ***********************************************************************
 NH0059  DESIGNATION -  B 132
 NH0059  PID         -  NH0059
 NH0059  STATE/COUNTY-  IL/KANE
 NH0059  USGS QUAD   -  ELGIN (1992)
 NH0059
 NH0059                         *CURRENT SURVEY CONTROL
 NH0059  ___________________________________________________________________
 NH0059* NAD 83(1986)-  42 04 03.     (N)    088 17 04.     (W)     SCALED    
 NH0059* NAVD 88     -       238.106  (meters)     781.19   (feet)  ADJUSTED  
 NH0059  ___________________________________________________________________
 NH0059  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NH0059  DYNAMIC HT  -         238.023 (meters)     780.91  (feet)  COMP
 NH0059  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 NH0059
 NH0059  VERT ORDER  -  FIRST     CLASS II
 NH0059
 NH0059.The horizontal coordinates were scaled from a topographic map and have
 NH0059.an estimated accuracy of +/- 6 seconds.
 NH0059
 NH0059.The orthometric height was determined by differential leveling
 NH0059.and adjusted by the National Geodetic Survey in June 1991..
 NH0059
 NH0059.The geoid height was determined by GEOID03.
 NH0059
 NH0059.The dynamic height is computed by dividing the NAVD 88
 NH0059.geopotential number by the normal gravity value computed on the
 NH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0059.degrees latitude (g = 980.6199 gals.).
 NH0059
 NH0059.The modeled gravity was interpolated from observed gravity values.
 NH0059
 NH0059;                    North         East    Units  Estimated Accuracy
 NH0059;SPC IL E     -   599,600.      304,050.      MT  (+/- 180 meters Scaled)
 NH0059
 NH0059                          SUPERSEDED SURVEY CONTROL
 NH0059
 NH0059  NGVD 29 (??/??/92)  238.184  (m)          781.44   (f) ADJ UNCH    1 2
 NH0059
 NH0059.Superseded values are not recommended for survey control.
 NH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0059.See file dsdata.txt to determine how the superseded data were derived.
 NH0059
 NH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM937580(NAD 83)
 NH0059_MARKER: DB = BENCH MARK DISK
 NH0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0059_STAMPING: B 132 1947
 NH0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0059+STABILITY: SURFACE MOTION
 NH0059
 NH0059  HISTORY     - Date     Condition        Report By
 NH0059  HISTORY     - 1947     MONUMENTED       CGS
 NH0059  HISTORY     - 1973     MARK NOT FOUND   ILHD
 NH0059  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH0059  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH0059
 NH0059                          STATION DESCRIPTION
 NH0059
 NH0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NH0059'2.6 MI NE FROM ELGIN.
 NH0059'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 31 FROM ITS JUNCTION
 NH0059'WITH U.S. HIGHWAY 20 AT ELGIN, THENCE ABOUT 0.3 MILE EAST ALONG
 NH0059'A GRAVEL ROAD, AT THE ELGIN AIRPORT, ALONG THE FENCE LINE ALONG
 NH0059'THE WEST BOUNDARY OF THE FIELD, 37 FEET SOUTHWEST OF THE
 NH0059'NORTHWEST CORNER OF THE HANGAR, 29 FEET NORTHWEST OF THE
 NH0059'SOUTHWEST CORNER OF THE HANGAR, 14 FEET WEST OF THE CENTER LINE
 NH0059'OF A DRIVE LEADING FROM THE HANGAR TO THE ADMINISTRATION
 NH0059'BUILDING, 1 FOOT EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE
 NH0059'WOODEN WITNESS POST, ABOUT 0.3 FOOT ABOVE THE DRIVE WAY AND SET
 NH0059'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE
 NH0059'FENCE DESCRIBED IS GONE.  MARK IS CURRENTLY IN DRIVEWAY TO
 NH0059'SECOND HANGAR.  HALF OF THE DISK IS GONE.  GRADING OF THE
 NH0059'DRIVEWAY WILL PROBABLY DESTROY THE MARK.  THE BENCH MARK IS
 NH0059'DISTURBED.
 NH0059
 NH0059                          STATION RECOVERY (1973)
 NH0059
 NH0059'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 NH0059'MARK NOT FOUND.
 NH0059
 NH0059                          STATION RECOVERY (1989)
 NH0059
 NH0059'RECOVERY NOTE BY US POWER SQUADRON 1989 (EPC)
 NH0059'MARK NOT FOUND.
 NH0059
 NH0059                          STATION RECOVERY (1998)
 NH0059
 NH0059'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1689 ***********************************************************************
 ME1689  DESIGNATION -  B 133
 ME1689  PID         -  ME1689
 ME1689  STATE/COUNTY-  IL/DU PAGE
 ME1689  USGS QUAD   -  ELMHURST (1997)
 ME1689
 ME1689                         *CURRENT SURVEY CONTROL
 ME1689  ___________________________________________________________________
 ME1689* NAD 83(1986)-  41 55 23.     (N)    087 57 36.     (W)     SCALED    
 ME1689* NAVD 88     -       215.844  (meters)     708.15   (feet)  ADJUSTED  
 ME1689  ___________________________________________________________________
 ME1689  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME1689  DYNAMIC HT  -         215.770 (meters)     707.91  (feet)  COMP
 ME1689  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 ME1689
 ME1689  VERT ORDER  -  FIRST     CLASS II
 ME1689
 ME1689.The horizontal coordinates were scaled from a topographic map and have
 ME1689.an estimated accuracy of +/- 6 seconds.
 ME1689
 ME1689.The orthometric height was determined by differential leveling
 ME1689.and adjusted by the National Geodetic Survey in June 1991..
 ME1689
 ME1689.The geoid height was determined by GEOID03.
 ME1689
 ME1689.The dynamic height is computed by dividing the NAVD 88
 ME1689.geopotential number by the normal gravity value computed on the
 ME1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1689.degrees latitude (g = 980.6199 gals.).
 ME1689
 ME1689.The modeled gravity was interpolated from observed gravity values.
 ME1689
 ME1689;                    North         East    Units  Estimated Accuracy
 ME1689;SPC IL E     -   583,620.      330,970.      MT  (+/- 180 meters Scaled)
 ME1689
 ME1689                          SUPERSEDED SURVEY CONTROL
 ME1689
 ME1689  NGVD 29 (??/??/92)  215.931  (m)          708.43   (f) ADJ UNCH    1 2
 ME1689
 ME1689.Superseded values are not recommended for survey control.
 ME1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1689.See file dsdata.txt to determine how the superseded data were derived.
 ME1689
 ME1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM203416(NAD 83)
 ME1689_MARKER: DB = BENCH MARK DISK
 ME1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1689_SP_SET: WATER PUMP FOUNDATION
 ME1689_STAMPING: B 133 1947
 ME1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1689
 ME1689  HISTORY     - Date     Condition        Report By
 ME1689  HISTORY     - 1947     MONUMENTED       CGS
 ME1689  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1689  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 ME1689
 ME1689                          STATION DESCRIPTION
 ME1689
 ME1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1689'4 MI SE FROM WOODDALE.
 ME1689'ABOUT 1.0 MILE EAST ALONG IRVING PARK ROAD FROM THE POST OFFICE
 ME1689'AT WOODDALE, THENCE ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY
 ME1689'83, THENCE ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 20, AT THE
 ME1689'ELMHURST AIRPORT, AT THE NORTHEAST CORNER OF THE ADMINSTRATION
 ME1689'BUILDING, SET ON THE TOP OF THE WEST EDGE OF THE CONCRETE
 ME1689'FOUNDATION AROUND AN UNDER GROUND WATER PUMP, 7 FEET NORTHEAST
 ME1689'OF THE NORTHEAST CORNER OF THE ADMINISTRATION BUILDING, 1.2
 ME1689'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE MAN HOLE COVER AND
 ME1689'ABOUT 0.3 FOOT ABOVE THE GROUND.
 ME1689
 ME1689                          STATION RECOVERY (1977)
 ME1689
 ME1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1689'MARK NOT FOUND.
 ME1689
 ME1689                          STATION RECOVERY (1996)
 ME1689
 ME1689'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME1689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1640 ***********************************************************************
 ME1640  DESIGNATION -  B 134
 ME1640  PID         -  ME1640
 ME1640  STATE/COUNTY-  IL/COOK
 ME1640  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1640
 ME1640                         *CURRENT SURVEY CONTROL
 ME1640  ___________________________________________________________________
 ME1640* NAD 83(1986)-  41 54 34.     (N)    087 44 10.     (W)     SCALED    
 ME1640* NAVD 88     -       185.324  (meters)     608.02   (feet)  ADJUSTED  
 ME1640  ___________________________________________________________________
 ME1640  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1640  DYNAMIC HT  -         185.261 (meters)     607.81  (feet)  COMP
 ME1640  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 ME1640
 ME1640  VERT ORDER  -  FIRST     CLASS I
 ME1640
 ME1640.The horizontal coordinates were scaled from a topographic map and have
 ME1640.an estimated accuracy of +/- 6 seconds.
 ME1640
 ME1640.The orthometric height was determined by differential leveling
 ME1640.and adjusted by the National Geodetic Survey in June 1991..
 ME1640.WARNING-Repeat measurements at this control monument indicate possible
 ME1640.vertical movement.
 ME1640
 ME1640.The geoid height was determined by GEOID03.
 ME1640
 ME1640.The dynamic height is computed by dividing the NAVD 88
 ME1640.geopotential number by the normal gravity value computed on the
 ME1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1640.degrees latitude (g = 980.6199 gals.).
 ME1640
 ME1640.The modeled gravity was interpolated from observed gravity values.
 ME1640
 ME1640;                    North         East    Units  Estimated Accuracy
 ME1640;SPC IL E     -   582,220.      349,550.      MT  (+/- 180 meters Scaled)
 ME1640
 ME1640                          SUPERSEDED SURVEY CONTROL
 ME1640
 ME1640  NGVD 29 (??/??/92)  185.406  (m)          608.29   (f) ADJ UNCH    1 1
 ME1640
 ME1640.Superseded values are not recommended for survey control.
 ME1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1640.See file dsdata.txt to determine how the superseded data were derived.
 ME1640
 ME1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM389399(NAD 83)
 ME1640_MARKER: DB = BENCH MARK DISK
 ME1640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1640_SP_SET: FOUNDATION
 ME1640_STAMPING: B 134 1947
 ME1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1640
 ME1640  HISTORY     - Date     Condition        Report By
 ME1640  HISTORY     - 1947     MONUMENTED       CGS
 ME1640  HISTORY     - 1969     GOOD             NGS
 ME1640  HISTORY     - 1971     GOOD             NGS
 ME1640  HISTORY     - 1987     GOOD             USPSQD
 ME1640  HISTORY     - 1987     GOOD             USPSQD
 ME1640  HISTORY     - 1989     GOOD             USPSQD
 ME1640  HISTORY     - 1989     GOOD             USPSQD
 ME1640
 ME1640                          STATION DESCRIPTION
 ME1640
 ME1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1640'8.8 MI NW FROM CHICAGO.
 ME1640'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1640'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH
 ME1640'ALONG LAKE SHORE DRIVE, THENCE 5.7 MILES WEST ALONG W. NORTH
 ME1640'AVENUE, 22 FEET SOUTH OF THE SOUTH CURB OF W. NORTH AVENUE, SET
 ME1640'VERTICALLY IN THE NORTH FACE OF THE CONCRETE FOUNDATION FOR
 ME1640'THE FOUR-STORY BRICK BUILDING AT 4401 W. NORTH AVENUE, 24 1/2
 ME1640'FEET WEST OF THE WEST CURB OF KOSTNER AVENUE, 1 FOOT WEST OF
 ME1640'THE NORTHEAST CORNER OF THE BUILDING, AND ABOUT 2 FEET ABOVE
 ME1640'THE LEVEL OF THE GROUND.
 ME1640
 ME1640                          STATION RECOVERY (1971)
 ME1640
 ME1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1640'RECOVERED IN GOOD CONDITION.
 ME1640
 ME1640                          STATION RECOVERY (1987)
 ME1640
 ME1640'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1640'RECOVERED IN GOOD CONDITION.
 ME1640
 ME1640                          STATION RECOVERY (1987)
 ME1640
 ME1640'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1640'RECOVERED IN GOOD CONDITION.
 ME1640
 ME1640                          STATION RECOVERY (1989)
 ME1640
 ME1640'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1640'RECOVERED IN GOOD CONDITION.
 ME1640
 ME1640                          STATION RECOVERY (1989)
 ME1640
 ME1640'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1791 ***********************************************************************
 ME1791  DESIGNATION -  B 136
 ME1791  PID         -  ME1791
 ME1791  STATE/COUNTY-  IL/COOK
 ME1791  USGS QUAD   -  ENGLEWOOD (1997)
 ME1791
 ME1791                         *CURRENT SURVEY CONTROL
 ME1791  ___________________________________________________________________
 ME1791* NAD 83(1986)-  41 47 53.     (N)    087 44 34.     (W)     SCALED    
 ME1791* NAVD 88     -       184.477  (meters)     605.24   (feet)  ADJUSTED  
 ME1791  ___________________________________________________________________
 ME1791  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME1791  DYNAMIC HT  -         184.413 (meters)     605.03  (feet)  COMP
 ME1791  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 ME1791
 ME1791  VERT ORDER  -  FIRST     CLASS II
 ME1791
 ME1791.The horizontal coordinates were scaled from a topographic map and have
 ME1791.an estimated accuracy of +/- 6 seconds.
 ME1791
 ME1791.The orthometric height was determined by differential leveling
 ME1791.and adjusted by the National Geodetic Survey in June 1991..
 ME1791
 ME1791.The geoid height was determined by GEOID03.
 ME1791
 ME1791.The dynamic height is computed by dividing the NAVD 88
 ME1791.geopotential number by the normal gravity value computed on the
 ME1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1791.degrees latitude (g = 980.6199 gals.).
 ME1791
 ME1791.The modeled gravity was interpolated from observed gravity values.
 ME1791
 ME1791;                    North         East    Units  Estimated Accuracy
 ME1791;SPC IL E     -   569,840.      349,080.      MT  (+/- 180 meters Scaled)
 ME1791
 ME1791                          SUPERSEDED SURVEY CONTROL
 ME1791
 ME1791  NGVD 29 (??/??/92)  184.562  (m)          605.52   (f) ADJ UNCH    1 2
 ME1791
 ME1791.Superseded values are not recommended for survey control.
 ME1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1791.See file dsdata.txt to determine how the superseded data were derived.
 ME1791
 ME1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM382276(NAD 83)
 ME1791_MARKER: DB = BENCH MARK DISK
 ME1791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1791_SP_SET: BUILDING
 ME1791_STAMPING: B 136 1947
 ME1791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1791
 ME1791  HISTORY     - Date     Condition        Report By
 ME1791  HISTORY     - 1947     MONUMENTED       CGS
 ME1791  HISTORY     - 1953     MARK NOT FOUND   NGS
 ME1791  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1791
 ME1791                          STATION DESCRIPTION
 ME1791
 ME1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1791'AT CHICAGO.
 ME1791'AT CHICAGO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF ARCHER
 ME1791'AVENUE AND SOUTH CICERO AVENUE, AT 5500 ARCHER AVENUE, SET
 ME1791'VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER OF THE EAST
 ME1791'BRICK BUILDING OF THE WESTERN ELECTRIC COMPANY, 1 FOOT NORTH OF
 ME1791'THE SOUTHEAST CORNER OF THE BUILDING AND 2.8 FEET ABOVE THE
 ME1791'GROUND.
 ME1791
 ME1791                          STATION RECOVERY (1953)
 ME1791
 ME1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 ME1791'MARK NOT FOUND.
 ME1791
 ME1791                          STATION RECOVERY (1987)
 ME1791
 ME1791'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1887 ***********************************************************************
 ME1887  DESIGNATION -  B 137
 ME1887  PID         -  ME1887
 ME1887  STATE/COUNTY-  IL/COOK
 ME1887  USGS QUAD   -  ENGLEWOOD (1997)
 ME1887
 ME1887                         *CURRENT SURVEY CONTROL
 ME1887  ___________________________________________________________________
 ME1887* NAD 83(1986)-  41 48 07.     (N)    087 37 41.     (W)     SCALED    
 ME1887* NAVD 88     -       184.685  (meters)     605.92   (feet)  ADJUSTED  
 ME1887  ___________________________________________________________________
 ME1887  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1887  DYNAMIC HT  -         184.621 (meters)     605.71  (feet)  COMP
 ME1887  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 ME1887
 ME1887  VERT ORDER  -  FIRST     CLASS I
 ME1887
 ME1887.The horizontal coordinates were scaled from a topographic map and have
 ME1887.an estimated accuracy of +/- 6 seconds.
 ME1887
 ME1887.The orthometric height was determined by differential leveling
 ME1887.and adjusted by the National Geodetic Survey in April 1995..
 ME1887.WARNING-Repeat measurements at this control monument indicate possible
 ME1887.vertical movement.
 ME1887
 ME1887.The geoid height was determined by GEOID03.
 ME1887
 ME1887.The dynamic height is computed by dividing the NAVD 88
 ME1887.geopotential number by the normal gravity value computed on the
 ME1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1887.degrees latitude (g = 980.6199 gals.).
 ME1887
 ME1887.The modeled gravity was interpolated from observed gravity values.
 ME1887
 ME1887;                    North         East    Units  Estimated Accuracy
 ME1887;SPC IL E     -   570,350.      358,610.      MT  (+/- 180 meters Scaled)
 ME1887
 ME1887                          SUPERSEDED SURVEY CONTROL
 ME1887
 ME1887  NAVD 88 (06/15/91)  184.689  (m)          605.93   (f) UNKNOWN     1 1
 ME1887  NGVD 29 (01/19/93)  184.780  (m)          606.23   (f) ADJUSTED    1 1
 ME1887
 ME1887.Superseded values are not recommended for survey control.
 ME1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1887.See file dsdata.txt to determine how the superseded data were derived.
 ME1887
 ME1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM478279(NAD 83)
 ME1887_MARKER: DB = BENCH MARK DISK
 ME1887_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1887_SP_SET: RETAINING WALL
 ME1887_STAMPING: B 137 1947
 ME1887_MARK LOGO: CGS   
 ME1887_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1887+STABILITY: SURFACE MOTION
 ME1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1887+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1887
 ME1887  HISTORY     - Date     Condition        Report By
 ME1887  HISTORY     - 1947     MONUMENTED       CGS
 ME1887  HISTORY     - 1968     GOOD             NGS
 ME1887  HISTORY     - 1977     GOOD             NGS
 ME1887  HISTORY     - 19920805 GOOD             NGS
 ME1887
 ME1887                          STATION DESCRIPTION
 ME1887
 ME1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1887'AT CHICAGO.
 ME1887'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, AT THE NORTH END
 ME1887'OF THE RAILROAD OVERPASS FOR WEST 51 ST STREET, SET ON THE TOP
 ME1887'AND 22 FEET WEST OF THE EAST END OF THE STONE RETAINING WALL
 ME1887'ALONG THE NORTH SIDE OF WEST 51 ST STREET, 18 FEET EAST OF THE
 ME1887'EAST TRACK, 14.5 FEET EAST OF THE NORTH END OF THE EAST BRIDGE
 ME1887'GIRDER FOR THE OVERPASS AND 1/2 FOOT BELOW THE LEVEL OF THE
 ME1887'TRACK.
 ME1887
 ME1887                          STATION RECOVERY (1977)
 ME1887
 ME1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1887'RECOVERED IN GOOD CONDITION.
 ME1887
 ME1887                          STATION RECOVERY (1992)
 ME1887
 ME1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1887'IN CHICAGO, AT THE INTERSECTION OF THE METRO-METROPOLITAN RAILROAD AND
 ME1887'WEST 51TH STREET, IN TOP OF AND 6.7 M (22.0 FT) WEST OF THE EAST END
 ME1887'OF A STONE RETAINING WALL OF THE RAILROAD OVERPASS OF THE STREET,
 ME1887'17.8 M (58.4 FT) EAST OF THE NEAR RAIL, 9.6 M (31.5 FT) NORTH OF THE
 ME1887'CENTERLINE OF 51TH STREET, 4.4 M (14.4 FT) EAST OF THE NORTH END OF
 ME1887'THE EAST BRIDGE RAIL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 ME1887'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1837 ***********************************************************************
 ME1837  DESIGNATION -  B 138 RESET 1961
 ME1837  PID         -  ME1837
 ME1837  STATE/COUNTY-  IL/COOK
 ME1837  USGS QUAD   -  BLUE ISLAND (1997)
 ME1837
 ME1837                         *CURRENT SURVEY CONTROL
 ME1837  ___________________________________________________________________
 ME1837* NAD 83(1986)-  41 39 09.     (N)    087 40 48.     (W)     SCALED    
 ME1837* NAVD 88     -       182.83   (meters)     599.8    (feet)  RESET     
 ME1837  ___________________________________________________________________
 ME1837  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME1837
 ME1837  VERT ORDER  -  THIRD
 ME1837
 ME1837.The horizontal coordinates were scaled from a topographic map and have
 ME1837.an estimated accuracy of +/- 6 seconds.
 ME1837
 ME1837.The orthometric height was computed from unverified reset data.
 ME1837.No vertical observational check was made to the station.
 ME1837
 ME1837.The geoid height was determined by GEOID03.
 ME1837
 ME1837;                    North         East    Units  Estimated Accuracy
 ME1837;SPC IL E     -   553,710.      354,420.      MT  (+/- 180 meters Scaled)
 ME1837
 ME1837                          SUPERSEDED SURVEY CONTROL
 ME1837
 ME1837  NGVD 29 (??/??/??)  182.92   (m)          600.1    (f) RESET       3  
 ME1837
 ME1837.Superseded values are not recommended for survey control.
 ME1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1837.See file dsdata.txt to determine how the superseded data were derived.
 ME1837
 ME1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM433114(NAD 83)
 ME1837_MARKER: DB = BENCH MARK DISK
 ME1837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1837_SP_SET: PIER
 ME1837_STAMPING: B 138 RESET 1961
 ME1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1837
 ME1837  HISTORY     - Date     Condition        Report By
 ME1837  HISTORY     - 1961     MONUMENTED       DOD
 ME1837  HISTORY     - 1963     GOOD             NGS
 ME1837  HISTORY     - 1971     GOOD             NGS
 ME1837  HISTORY     - 1977     GOOD             NGS
 ME1837
 ME1837                          STATION DESCRIPTION
 ME1837
 ME1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 ME1837'AT BLUE ISLAND.
 ME1837'AT BLUE ISLAND, ABOUT 1 BLOCK NORTH ALONG WESTERN AVENUE FROM ITS
 ME1837'INTERSECTION WITH WEST BROADWAY, 12 INCHES IN EACH WAY FROM
 ME1837'NORTHEAST CORNER, APPROXIMATELY 25 FEET SOUTH OF SOUTH WALL OF
 ME1837'CHANNEL, 6 FEET ABOVE GROUND, 40.3 FEET NORTHEAST OF BACK FACE
 ME1837'OF SOUTHWEST BRIDGE SEAT, AND SET IN THE TOP OF UPSTREAM CONCRETE
 ME1837'PIER OF NORTH BOUND MAIN LINE OF ROCK ISLAND RR BRIDGE OVER
 ME1837'CALUMET SAG CHANNEL.
 ME1837
 ME1837                          STATION RECOVERY (1971)
 ME1837
 ME1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1837'RECOVERED IN GOOD CONDITION.
 ME1837
 ME1837                          STATION RECOVERY (1977)
 ME1837
 ME1837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1770 ***********************************************************************
 ME1770  DESIGNATION -  B 139
 ME1770  PID         -  ME1770
 ME1770  STATE/COUNTY-  IL/COOK
 ME1770  USGS QUAD   -  BERWYN (1993)
 ME1770
 ME1770                         *CURRENT SURVEY CONTROL
 ME1770  ___________________________________________________________________
 ME1770* NAD 83(1986)-  41 45 02.     (N)    087 50 11.     (W)     SCALED    
 ME1770* NAVD 88     -       187.998  (meters)     616.79   (feet)  ADJUSTED  
 ME1770  ___________________________________________________________________
 ME1770  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 ME1770  DYNAMIC HT  -         187.931 (meters)     616.57  (feet)  COMP
 ME1770  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 ME1770
 ME1770  VERT ORDER  -  FIRST     CLASS II
 ME1770
 ME1770.The horizontal coordinates were scaled from a topographic map and have
 ME1770.an estimated accuracy of +/- 6 seconds.
 ME1770
 ME1770.The orthometric height was determined by differential leveling
 ME1770.and adjusted by the National Geodetic Survey in June 1991..
 ME1770
 ME1770.The geoid height was determined by GEOID03.
 ME1770
 ME1770.The dynamic height is computed by dividing the NAVD 88
 ME1770.geopotential number by the normal gravity value computed on the
 ME1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1770.degrees latitude (g = 980.6199 gals.).
 ME1770
 ME1770.The modeled gravity was interpolated from observed gravity values.
 ME1770
 ME1770;                    North         East    Units  Estimated Accuracy
 ME1770;SPC IL E     -   564,520.      341,330.      MT  (+/- 180 meters Scaled)
 ME1770
 ME1770                          SUPERSEDED SURVEY CONTROL
 ME1770
 ME1770  NGVD 29 (??/??/92)  188.085  (m)          617.08   (f) ADJ UNCH    1 2
 ME1770
 ME1770.Superseded values are not recommended for survey control.
 ME1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1770.See file dsdata.txt to determine how the superseded data were derived.
 ME1770
 ME1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM304224(NAD 83)
 ME1770_MARKER: DB = BENCH MARK DISK
 ME1770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1770_SP_SET: FOUNDATION
 ME1770_STAMPING: B 139 1947
 ME1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1770
 ME1770  HISTORY     - Date     Condition        Report By
 ME1770  HISTORY     - 1947     MONUMENTED       CGS
 ME1770  HISTORY     - 1971     GOOD             NGS
 ME1770  HISTORY     - 1977     GOOD             NGS
 ME1770  HISTORY     - 19870701 GOOD             USPSQD
 ME1770  HISTORY     - 1989     GOOD             USPSQD
 ME1770  HISTORY     - 1989     GOOD             USPSQD
 ME1770  HISTORY     - 19970802 GOOD             USPSQD
 ME1770  HISTORY     - 20050123 GOOD             GEOCAC
 ME1770
 ME1770                          STATION DESCRIPTION
 ME1770
 ME1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1770'3.1 MI SW FROM SUMMIT.
 ME1770'ABOUT 3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 4A FROM THE
 ME1770'PUBLIC SCHOOL AT SUMMIT, AT THE BETHANIA CHURCH, SET VERTICALLY
 ME1770'IN THE NORTHEAST FACE OF THE EAST CORNER OF THE FIRST WING NORTHWEST
 ME1770'OF THE EAST CORNER, 1 FOOT NORTHWEST OF THE EAST CORNER OF THE
 ME1770'WING, 14.5 FEET NORTHWEST OF THE EAST CORNER OF THE CHURCH, AND
 ME1770'4 FEET ABOVE THE SIDEWALK.  NOTE-- THIS MARK IS 1.0 MILE NORTHEAST
 ME1770'ALONG STATE HIGHWAY 4A FROM ITS OVER PASS OVER U.S. HIGHWAYS
 ME1770'12, 20 AND 45 AT WILLOW SPRINGS.
 ME1770
 ME1770                          STATION RECOVERY (1971)
 ME1770
 ME1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1770'RECOVERED IN GOOD CONDITION.
 ME1770
 ME1770                          STATION RECOVERY (1977)
 ME1770
 ME1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1770'RECOVERED IN GOOD CONDITION.
 ME1770
 ME1770                          STATION RECOVERY (1987)
 ME1770
 ME1770'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1770'RECOVERED IN GOOD CONDITION.
 ME1770
 ME1770                          STATION RECOVERY (1989)
 ME1770
 ME1770'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1770'RECOVERED IN GOOD CONDITION.
 ME1770
 ME1770                          STATION RECOVERY (1989)
 ME1770
 ME1770'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1770'RECOVERED IN GOOD CONDITION.
 ME1770
 ME1770                          STATION RECOVERY (1997)
 ME1770
 ME1770'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME1770'RECOVERED IN GOOD CONDITION.
 ME1770
 ME1770                          STATION RECOVERY (2005)
 ME1770
 ME1770'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 ME1770'GARMIN GPS 72 COORDINATES AT SCENE WERE N41*45.040 / W087*50.193.
 ME1770'ACCURACY WAS +/- 32.4 FEET WITH GPS RECEIVER HELD UPRIGHT AGAINST THE
 ME1770'CHURCH/BM DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1130 ***********************************************************************
 JB1130  DESIGNATION -  B 1=396 USGS
 JB1130  PID         -  JB1130
 JB1130  STATE/COUNTY-  IL/PERRY
 JB1130  USGS QUAD   -  DU QUOIN (1975)
 JB1130
 JB1130                         *CURRENT SURVEY CONTROL
 JB1130  ___________________________________________________________________
 JB1130* NAD 83(1986)-  38 00 19.     (N)    089 11 11.     (W)     SCALED    
 JB1130* NAVD 88     -       120.489  (meters)     395.30   (feet)  ADJUSTED  
 JB1130  ___________________________________________________________________
 JB1130  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JB1130  DYNAMIC HT  -         120.410 (meters)     395.05  (feet)  COMP
 JB1130  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 JB1130
 JB1130  VERT ORDER  -  FIRST     CLASS II
 JB1130
 JB1130.The horizontal coordinates were scaled from a topographic map and have
 JB1130.an estimated accuracy of +/- 6 seconds.
 JB1130
 JB1130.The orthometric height was determined by differential leveling
 JB1130.and adjusted by the National Geodetic Survey in June 1991..
 JB1130
 JB1130.The geoid height was determined by GEOID03.
 JB1130
 JB1130.The dynamic height is computed by dividing the NAVD 88
 JB1130.geopotential number by the normal gravity value computed on the
 JB1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1130.degrees latitude (g = 980.6199 gals.).
 JB1130
 JB1130.The modeled gravity was interpolated from observed gravity values.
 JB1130
 JB1130;                    North         East    Units  Estimated Accuracy
 JB1130;SPC IL W     -   149,010.      786,090.      MT  (+/- 180 meters Scaled)
 JB1130
 JB1130                          SUPERSEDED SURVEY CONTROL
 JB1130
 JB1130  NGVD 29 (??/??/92)  120.580  (m)          395.60   (f) ADJ UNCH    1 2
 JB1130
 JB1130.Superseded values are not recommended for survey control.
 JB1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1130.See file dsdata.txt to determine how the superseded data were derived.
 JB1130
 JB1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH080086(NAD 83)
 JB1130_MARKER: P = PIPE CAP
 JB1130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB1130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB1130_STAMPING: 396 1906 ILLINOIS
 JB1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1130
 JB1130  HISTORY     - Date     Condition        Report By
 JB1130  HISTORY     - 1906     MONUMENTED       USGS
 JB1130  HISTORY     - 1949     GOOD             NGS
 JB1130
 JB1130                          STATION DESCRIPTION
 JB1130
 JB1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB1130'3.2 MI E FROM DU QUOIN.
 JB1130'ABOUT 3.2 MILES EAST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 JB1130'STATION AT DU QUOIN, 79 FEET SOUTHEAST OF A 10 INCH OAK TREE
 JB1130'SERVING AS A FENCE CORNER, 174 FEET EAST-NORTHEAST OF AND ACROSS
 JB1130'THE TRACK FROM MILE POST E 74, 34 FEET NORTHWEST OF THE NORTHWEST
 JB1130'CORNER OF TRESTLE OVER REESE CREEK, 27 FEET NORTH OF THE NORTH
 JB1130'RAIL, 20 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET EAST OF A
 JB1130'WHITE WOODEN WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK
 JB1130'AND SET IN THE TOP OF AN IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0008 ***********************************************************************
 KC0008  DESIGNATION -  B 14
 KC0008  PID         -  KC0008
 KC0008  STATE/COUNTY-  IL/MORGAN
 KC0008  USGS QUAD   -  JACKSONVILLE (1983)
 KC0008
 KC0008                         *CURRENT SURVEY CONTROL
 KC0008  ___________________________________________________________________
 KC0008* NAD 83(1986)-  39 43 19.     (N)    090 08 25.     (W)     SCALED    
 KC0008* NAVD 88     -       196.341  (meters)     644.16   (feet)  ADJUSTED  
 KC0008  ___________________________________________________________________
 KC0008  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KC0008  DYNAMIC HT  -         196.232 (meters)     643.80  (feet)  COMP
 KC0008  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 KC0008
 KC0008  VERT ORDER  -  FIRST     CLASS II
 KC0008
 KC0008.The horizontal coordinates were scaled from a topographic map and have
 KC0008.an estimated accuracy of +/- 6 seconds.
 KC0008
 KC0008.The orthometric height was determined by differential leveling
 KC0008.and adjusted by the National Geodetic Survey in June 1991..
 KC0008
 KC0008.The geoid height was determined by GEOID03.
 KC0008
 KC0008.The dynamic height is computed by dividing the NAVD 88
 KC0008.geopotential number by the normal gravity value computed on the
 KC0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0008.degrees latitude (g = 980.6199 gals.).
 KC0008
 KC0008.The modeled gravity was interpolated from observed gravity values.
 KC0008
 KC0008;                    North         East    Units  Estimated Accuracy
 KC0008;SPC IL W     -   339,120.      702,260.      MT  (+/- 180 meters Scaled)
 KC0008
 KC0008                          SUPERSEDED SURVEY CONTROL
 KC0008
 KC0008  NGVD 29 (??/??/92)  196.461  (m)          644.56   (f) ADJ UNCH    1 2
 KC0008
 KC0008.Superseded values are not recommended for survey control.
 KC0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0008.See file dsdata.txt to determine how the superseded data were derived.
 KC0008
 KC0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE451008(NAD 83)
 KC0008_MARKER: DD = SURVEY DISK
 KC0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0008_STAMPING: B 14 1933
 KC0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0008+STABILITY: SURFACE MOTION
 KC0008
 KC0008  HISTORY     - Date     Condition        Report By
 KC0008  HISTORY     - 1933     MONUMENTED       CGS
 KC0008
 KC0008                          STATION DESCRIPTION
 KC0008
 KC0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0008'0.2 MI E FROM ARNOLD.
 KC0008'ABOUT 1/4 MILE EAST ALONG THE WABASH RAILROAD FROM ARNOLD, MORGAN
 KC0008'COUNTY, AT MILEPOST DET 443, 30 FEET WEST OF THE CENTER OF A
 KC0008'GRADE CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 48
 KC0008'FEET NORTH OF THE CENTERLINE OF A CONCRETE HIGHWAY, AT HIGHWAY
 KC0008'CULVERT 10-164.55, AND 15 FEET WEST OF THE WEST HEADWALL.  A
 KC0008'STANDARD DISK, STAMPED B 14 1933 AND SET IN THE TOP OF A CONCRETE
 KC0008'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1733 ***********************************************************************
 ME1733  DESIGNATION -  B 140
 ME1733  PID         -  ME1733
 ME1733  STATE/COUNTY-  IL/COOK
 ME1733  USGS QUAD   -  SAG BRIDGE (1997)
 ME1733
 ME1733                         *CURRENT SURVEY CONTROL
 ME1733  ___________________________________________________________________
 ME1733* NAD 83(1986)-  41 41 18.     (N)    087 56 19.     (W)     SCALED    
 ME1733* NAVD 88     -       189.476  (meters)     621.64   (feet)  ADJUSTED  
 ME1733  ___________________________________________________________________
 ME1733  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 ME1733  DYNAMIC HT  -         189.407 (meters)     621.41  (feet)  COMP
 ME1733  MODELED GRAV-     980,252.8   (mgal)                       NAVD 88
 ME1733
 ME1733  VERT ORDER  -  FIRST     CLASS II
 ME1733
 ME1733.The horizontal coordinates were scaled from a topographic map and have
 ME1733.an estimated accuracy of +/- 6 seconds.
 ME1733
 ME1733.The orthometric height was determined by differential leveling
 ME1733.and adjusted by the National Geodetic Survey in June 1991..
 ME1733
 ME1733.The geoid height was determined by GEOID03.
 ME1733
 ME1733.The dynamic height is computed by dividing the NAVD 88
 ME1733.geopotential number by the normal gravity value computed on the
 ME1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1733.degrees latitude (g = 980.6199 gals.).
 ME1733
 ME1733.The modeled gravity was interpolated from observed gravity values.
 ME1733
 ME1733;                    North         East    Units  Estimated Accuracy
 ME1733;SPC IL E     -   557,560.      332,860.      MT  (+/- 180 meters Scaled)
 ME1733
 ME1733                          SUPERSEDED SURVEY CONTROL
 ME1733
 ME1733  NGVD 29 (??/??/92)  189.564  (m)          621.93   (f) ADJ UNCH    1 2
 ME1733
 ME1733.Superseded values are not recommended for survey control.
 ME1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1733.See file dsdata.txt to determine how the superseded data were derived.
 ME1733
 ME1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM218155(NAD 83)
 ME1733_MARKER: DB = BENCH MARK DISK
 ME1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1733_STAMPING: B 140 1947
 ME1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1733+STABILITY: SURFACE MOTION
 ME1733
 ME1733  HISTORY     - Date     Condition        Report By
 ME1733  HISTORY     - 1947     MONUMENTED       CGS
 ME1733  HISTORY     - 1971     GOOD             NGS
 ME1733  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1733  HISTORY     - 20050115 MARK NOT FOUND   GEOCAC
 ME1733
 ME1733                          STATION DESCRIPTION
 ME1733
 ME1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1733'3.5 MI NE FROM LEMONT.
 ME1733'ABOUT 3.5 MILES NORTHEAST ALONG THE CHICAGO-JOLIET ROAD FROM
 ME1733'THE ALTON RAILROAD STATION AT LEMONT, ABOUT 0.3 MILE WEST ALONG
 ME1733'THE CHICAGO-JOLIET ROAD FROM ITS JUNCTION WITH STATE HIGHWAY 4A,
 ME1733'SET ON THE NORTH SIDE OF THE ROAD AT A SMALL WHITE HOUSE, 54
 ME1733'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 24 FEET
 ME1733'NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET EAST OF THE CENTER
 ME1733'LINE OF THE DRIVE WAY TO THE HOUSE, 17 FEET WEST OF A POWER POLE,
 ME1733'6 FEET EAST OF A 14-INCH WILD CHERRY TREE, 2 FEET EAST OF A WHITE
 ME1733'WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE THE ROAD AND SET IN THE
 ME1733'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME1733
 ME1733                          STATION RECOVERY (1971)
 ME1733
 ME1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1733'RECOVERED IN GOOD CONDITION.
 ME1733
 ME1733                          STATION RECOVERY (1977)
 ME1733
 ME1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1733'MARK NOT FOUND.
 ME1733
 ME1733                          STATION RECOVERY (2005)
 ME1733
 ME1733'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME1733'USING GARMIN GPS72, THE COORDINATES LED TO THE SOUTH SIDE OF THE ROAD.
 ME1733'HOWEVER, THERE IS NO WHITE HOUSE (PER THE DESCRIPTION) IN THE AREA.
 ME1733'MOST OF THE SURROUNDING AREA BELONGS TO STONE QUARRY COMPANIES.  MARK
 ME1733'SHOULD PROBABLY BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0094 ***********************************************************************
 MF0094  DESIGNATION -  B 141
 MF0094  PID         -  MF0094
 MF0094  STATE/COUNTY-  IL/WILL
 MF0094  USGS QUAD   -  JOLIET (1993)
 MF0094
 MF0094                         *CURRENT SURVEY CONTROL
 MF0094  ___________________________________________________________________
 MF0094* NAD 83(1986)-  41 34 19.     (N)    088 04 02.     (W)     SCALED    
 MF0094* NAVD 88     -       182.506  (meters)     598.77   (feet)  ADJUSTED  
 MF0094  ___________________________________________________________________
 MF0094  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF0094  DYNAMIC HT  -         182.437 (meters)     598.55  (feet)  COMP
 MF0094  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 MF0094
 MF0094  VERT ORDER  -  FIRST     CLASS II
 MF0094
 MF0094.The horizontal coordinates were scaled from a topographic map and have
 MF0094.an estimated accuracy of +/- 6 seconds.
 MF0094
 MF0094.The orthometric height was determined by differential leveling
 MF0094.and adjusted by the National Geodetic Survey in June 1991..
 MF0094
 MF0094.The geoid height was determined by GEOID03.
 MF0094
 MF0094.The dynamic height is computed by dividing the NAVD 88
 MF0094.geopotential number by the normal gravity value computed on the
 MF0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0094.degrees latitude (g = 980.6199 gals.).
 MF0094
 MF0094.The modeled gravity was interpolated from observed gravity values.
 MF0094
 MF0094;                    North         East    Units  Estimated Accuracy
 MF0094;SPC IL E     -   544,590.      322,190.      MT  (+/- 180 meters Scaled)
 MF0094
 MF0094                          SUPERSEDED SURVEY CONTROL
 MF0094
 MF0094  NGVD 29 (??/??/92)  182.60   (m)          599.1    (f) COMPUTED    1 2
 MF0094
 MF0094.Superseded values are not recommended for survey control.
 MF0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0094.See file dsdata.txt to determine how the superseded data were derived.
 MF0094
 MF0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM110028(NAD 83)
 MF0094_MARKER: DB = BENCH MARK DISK
 MF0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0094_SP_SET: BRIDGE
 MF0094_STAMPING: B 141 1947
 MF0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0094
 MF0094  HISTORY     - Date     Condition        Report By
 MF0094  HISTORY     - 1947     MONUMENTED       CGS
 MF0094
 MF0094                          STATION DESCRIPTION
 MF0094
 MF0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0094'1.3 MI SW FROM LOCKPORT.
 MF0094'ABOUT 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 4A FROM ITS
 MF0094'INTERSECTION WITH STATE HIGHWAY 7 AT LOCKPORT, ABOUT 3.2 MILES
 MF0094'NORTH ALONG STATE HIGHWAY 4A FROM ITS JUNCTION WITH U.S. HIGHWAY
 MF0094'30 AT JOLIET, WILL COUNTY, ABOUT 0.1 MILE NORTHEAST OF A TWO
 MF0094'STORY BRICK HOUSE, SET IN THE TOP OF THE CENTER OF THE NORTHWEST
 MF0094'CONCRETE HEAD WALL OF A 34-FOOT CONCRETE AND STONE BRIDGE OPPOSITE
 MF0094'THE ALTON RAILROAD BRIDGE NO. 339, 17 FEET NORTHWEST OF THE CENTER
 MF0094'LINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 MF0094'HEAD WALL AND ABOUT 1.5 FEET ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0095 ***********************************************************************
 MF0095  DESIGNATION -  B 141 RESET 1954
 MF0095  PID         -  MF0095
 MF0095  STATE/COUNTY-  IL/WILL
 MF0095  USGS QUAD   -  JOLIET (1993)
 MF0095
 MF0095                         *CURRENT SURVEY CONTROL
 MF0095  ___________________________________________________________________
 MF0095* NAD 83(1986)-  41 34 19.     (N)    088 04 02.     (W)     SCALED    
 MF0095* NAVD 88     -       182.65   (meters)     599.2    (feet)  RESET     
 MF0095  ___________________________________________________________________
 MF0095  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF0095
 MF0095  VERT ORDER  -  THIRD
 MF0095
 MF0095.The horizontal coordinates were scaled from a topographic map and have
 MF0095.an estimated accuracy of +/- 6 seconds.
 MF0095
 MF0095.The orthometric height was computed from unverified reset data.
 MF0095.No vertical observational check was made to the station.
 MF0095
 MF0095.The geoid height was determined by GEOID03.
 MF0095
 MF0095;                    North         East    Units  Estimated Accuracy
 MF0095;SPC IL E     -   544,590.      322,190.      MT  (+/- 180 meters Scaled)
 MF0095
 MF0095                          SUPERSEDED SURVEY CONTROL
 MF0095
 MF0095  NGVD 29 (??/??/??)  182.74   (m)          599.5    (f) RESET       3  
 MF0095
 MF0095.Superseded values are not recommended for survey control.
 MF0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0095.See file dsdata.txt to determine how the superseded data were derived.
 MF0095
 MF0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM110028(NAD 83)
 MF0095_MARKER: DB = BENCH MARK DISK
 MF0095_SETTING: 0 = UNSPECIFIED SETTING
 MF0095_STAMPING: B 141 RESET 1954
 MF0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0095
 MF0095  HISTORY     - Date     Condition        Report By
 MF0095  HISTORY     - 1954     MONUMENTED       ILDT
 MF0095
 MF0095                          STATION DESCRIPTION
 MF0095
 MF0095'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1954
 MF0095'3.2 MI N FROM JOLIET.
 MF0095'3.2 MILES NORTH ALONG STATE HIGHWAY 4 A FROM THE JUNCTION OF
 MF0095'U.S. HIGHWAY 30 AT JOLIET, 1.3 MILES SOUTHWEST OF THE INTERSECTION
 MF0095'OF STATE HIGHWAY 7 AT LOCKPORT, 30.5 FEET NORTHWEST OF THE
 MF0095'CENTERLINE OF THE HIGHWAY, AND AT THE NORTH END OF THE BASE OF THE
 MF0095'NEW TEXAS HANDRAILS (NORTHWEST SIDE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0128 ***********************************************************************
 MF0128  DESIGNATION -  B 143 RESET 1969
 MF0128  PID         -  MF0128
 MF0128  STATE/COUNTY-  IL/GRUNDY
 MF0128  USGS QUAD   -  MINOOKA (1993)
 MF0128
 MF0128                         *CURRENT SURVEY CONTROL
 MF0128  ___________________________________________________________________
 MF0128* NAD 83(1986)-  41 25 00.     (N)    088 20 52.     (W)     SCALED    
 MF0128* NAVD 88     -       162.75   (meters)     534.0    (feet)  RESET     
 MF0128  ___________________________________________________________________
 MF0128  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF0128
 MF0128  VERT ORDER  -  THIRD
 MF0128
 MF0128.The horizontal coordinates were scaled from a topographic map and have
 MF0128.an estimated accuracy of +/- 6 seconds.
 MF0128
 MF0128.The orthometric height was computed from unverified reset data.
 MF0128
 MF0128.The geoid height was determined by GEOID03.
 MF0128
 MF0128;                    North         East    Units  Estimated Accuracy
 MF0128;SPC IL E     -   527,320.      298,790.      MT  (+/- 180 meters Scaled)
 MF0128
 MF0128                          SUPERSEDED SURVEY CONTROL
 MF0128
 MF0128.No superseded survey control is available for this station.
 MF0128
 MF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL873858(NAD 83)
 MF0128_MARKER: DB = BENCH MARK DISK
 MF0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0128_SP_SET: BRIDGE
 MF0128_STAMPING: B 143 RESET 1969
 MF0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0128
 MF0128  HISTORY     - Date     Condition        Report By
 MF0128  HISTORY     - 1969     MONUMENTED       ILDT
 MF0128
 MF0128                          STATION DESCRIPTION
 MF0128
 MF0128'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969
 MF0128'6.4 MI ENE FROM MORRIS.
 MF0128'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0128'HOUSE AT MORRIS, THENCE ABOUT 5.35 MILES NORTHEAST ALONG STATE
 MF0128'HIGHWAY 6, ABOUT 1/2 MILE WEST OF THE INTERSECTION OF THE
 MF0128'CHICAGO, ROCK ISLAND AND PACIFIC RAILRAOD, SET IN THE TOP OF
 MF0128'THE SOUTHWEST WINGWALL OF A CONCRETE BRIDGE OVER A CREEK, 22.5
 MF0128'FEET RIGHT OF HIGHWAY STATION 249 + 82.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0053 ***********************************************************************
 HB0053  DESIGNATION -  B 144
 HB0053  PID         -  HB0053
 HB0053  STATE/COUNTY-  IL/GALLATIN
 HB0053  USGS QUAD   -  SHAWNEETOWN (1996)
 HB0053
 HB0053                         *CURRENT SURVEY CONTROL
 HB0053  ___________________________________________________________________
 HB0053* NAD 83(1986)-  37 43 24.     (N)    088 14 01.     (W)     SCALED    
 HB0053* NAVD 88     -       110.636  (meters)     362.98   (feet)  ADJUSTED  
 HB0053  ___________________________________________________________________
 HB0053  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HB0053  DYNAMIC HT  -         110.560 (meters)     362.73  (feet)  COMP
 HB0053  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HB0053
 HB0053  VERT ORDER  -  FIRST     CLASS II
 HB0053
 HB0053.The horizontal coordinates were scaled from a topographic map and have
 HB0053.an estimated accuracy of +/- 6 seconds.
 HB0053
 HB0053.The orthometric height was determined by differential leveling
 HB0053.and adjusted by the National Geodetic Survey in June 1991..
 HB0053
 HB0053.The geoid height was determined by GEOID03.
 HB0053
 HB0053.The dynamic height is computed by dividing the NAVD 88
 HB0053.geopotential number by the normal gravity value computed on the
 HB0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0053.degrees latitude (g = 980.6199 gals.).
 HB0053
 HB0053.The modeled gravity was interpolated from observed gravity values.
 HB0053
 HB0053;                    North         East    Units  Estimated Accuracy
 HB0053;SPC IL E     -   117,270.      308,790.      MT  (+/- 180 meters Scaled)
 HB0053
 HB0053                          SUPERSEDED SURVEY CONTROL
 HB0053
 HB0053  NGVD 29 (??/??/??)  110.738  (m)          363.31   (f) ADJUSTED    1 2
 HB0053
 HB0053.Superseded values are not recommended for survey control.
 HB0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0053.See file dsdata.txt to determine how the superseded data were derived.
 HB0053
 HB0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG912758(NAD 83)
 HB0053_MARKER: DB = BENCH MARK DISK
 HB0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0053_SP_SET: FOUNDATION
 HB0053_STAMPING: B 144 1949
 HB0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0053
 HB0053  HISTORY     - Date     Condition        Report By
 HB0053  HISTORY     - 1949     MONUMENTED       CGS
 HB0053  HISTORY     - 1978     GOOD             ILDT
 HB0053  HISTORY     - 1978     GOOD             ILDT
 HB0053  HISTORY     - 1978     GOOD             ILDT
 HB0053
 HB0053                          STATION DESCRIPTION
 HB0053
 HB0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0053'2.7 MI NW FROM SHAWNEETOWN.
 HB0053'ABOUT 2.7 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HB0053'RAILROAD FROM THE CITY WATER TOWER AT SHAWNEETOWN, AT JUNCTION,
 HB0053'SET IN THE TOP OF THE EAST END AT THE SOUTHEAST CORNER OF THE
 HB0053'CONCRETE FOUNDATION OF THE SCALES AT THE CONCRETE BLOCK OFFICE
 HB0053'OF T.Y. WILLIAMS GRAIN COMPANY, 128 1/2 FEET WEST-NORTHWEST OF THE
 HB0053'SOUTHWEST CORNER OF THE GRAIN ELEVATOR, 62 FEET SOUTH OF THE SOUTH
 HB0053'RAIL OF THE MAIN TRACK AND ABOUT 2 FEET ABOVE THE TRACK.
 HB0053
 HB0053                          STATION RECOVERY (1978)
 HB0053
 HB0053'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0053'RECOVERED IN GOOD CONDITION.
 HB0053
 HB0053                          STATION RECOVERY (1978)
 HB0053
 HB0053'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0053'RECOVERED IN GOOD CONDITION.
 HB0053
 HB0053                          STATION RECOVERY (1978)
 HB0053
 HB0053'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0557 ***********************************************************************
 HB0557  DESIGNATION -  B 145
 HB0557  PID         -  HB0557
 HB0557  STATE/COUNTY-  IL/SALINE
 HB0557  USGS QUAD   -  GALATIA (1976)
 HB0557
 HB0557                         *CURRENT SURVEY CONTROL
 HB0557  ___________________________________________________________________
 HB0557* NAD 83(1986)-  37 48 59.     (N)    088 31 00.     (W)     SCALED    
 HB0557* NAVD 88     -       120.013  (meters)     393.74   (feet)  ADJUSTED  
 HB0557  ___________________________________________________________________
 HB0557  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HB0557  DYNAMIC HT  -         119.932 (meters)     393.48  (feet)  COMP
 HB0557  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 HB0557
 HB0557  VERT ORDER  -  FIRST     CLASS II
 HB0557
 HB0557.The horizontal coordinates were scaled from a topographic map and have
 HB0557.an estimated accuracy of +/- 6 seconds.
 HB0557
 HB0557.The orthometric height was determined by differential leveling
 HB0557.and adjusted by the National Geodetic Survey in June 1991..
 HB0557
 HB0557.The geoid height was determined by GEOID03.
 HB0557
 HB0557.The dynamic height is computed by dividing the NAVD 88
 HB0557.geopotential number by the normal gravity value computed on the
 HB0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0557.degrees latitude (g = 980.6199 gals.).
 HB0557
 HB0557.The modeled gravity was interpolated from observed gravity values.
 HB0557
 HB0557;                    North         East    Units  Estimated Accuracy
 HB0557;SPC IL E     -   127,610.      283,860.      MT  (+/- 180 meters Scaled)
 HB0557
 HB0557                          SUPERSEDED SURVEY CONTROL
 HB0557
 HB0557  NGVD 29 (??/??/??)  120.114  (m)          394.07   (f) ADJUSTED    1 2
 HB0557
 HB0557.Superseded values are not recommended for survey control.
 HB0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0557.See file dsdata.txt to determine how the superseded data were derived.
 HB0557
 HB0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG665865(NAD 83)
 HB0557_MARKER: DB = BENCH MARK DISK
 HB0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0557_STAMPING: B 145 1949
 HB0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0557+STABILITY: SURFACE MOTION
 HB0557
 HB0557  HISTORY     - Date     Condition        Report By
 HB0557  HISTORY     - 1949     MONUMENTED       CGS
 HB0557
 HB0557                          STATION DESCRIPTION
 HB0557
 HB0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0557'4 MI NW FROM ELDORADO.
 HB0557'4.0 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0557'JUNCTION OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS
 HB0557'RAILWAY AT ELDORADO, AT A ROAD CROSSING, ON THE NORTHEAST BANK
 HB0557'OF A SMALL POND, 69.2 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 HB0557'CROSSING, 69 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET
 HB0557'SOUTH OF THE SOUTH RAIL, 1 FOOT SOUTH OF THE R/W FENCE LINE, 1 1/2
 HB0557'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK
 HB0557'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0529 ***********************************************************************
 HB0529  DESIGNATION -  B 146
 HB0529  PID         -  HB0529
 HB0529  STATE/COUNTY-  IL/FRANKLIN
 HB0529  USGS QUAD   -  THOMPSONVILLE (1976)
 HB0529
 HB0529                         *CURRENT SURVEY CONTROL
 HB0529  ___________________________________________________________________
 HB0529* NAD 83(1986)-  37 56 24.     (N)    088 48 36.     (W)     SCALED    
 HB0529* NAVD 88     -       131.388  (meters)     431.06   (feet)  ADJUSTED  
 HB0529  ___________________________________________________________________
 HB0529  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HB0529  DYNAMIC HT  -         131.299 (meters)     430.77  (feet)  COMP
 HB0529  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 HB0529
 HB0529  VERT ORDER  -  FIRST     CLASS II
 HB0529
 HB0529.The horizontal coordinates were scaled from a topographic map and have
 HB0529.an estimated accuracy of +/- 6 seconds.
 HB0529
 HB0529.The orthometric height was determined by differential leveling
 HB0529.and adjusted by the National Geodetic Survey in June 1991..
 HB0529
 HB0529.The geoid height was determined by GEOID03.
 HB0529
 HB0529.The dynamic height is computed by dividing the NAVD 88
 HB0529.geopotential number by the normal gravity value computed on the
 HB0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0529.degrees latitude (g = 980.6199 gals.).
 HB0529
 HB0529.The modeled gravity was interpolated from observed gravity values.
 HB0529
 HB0529;                    North         East    Units  Estimated Accuracy
 HB0529;SPC IL E     -   141,420.      258,100.      MT  (+/- 180 meters Scaled)
 HB0529
 HB0529                          SUPERSEDED SURVEY CONTROL
 HB0529
 HB0529  NGVD 29 (??/??/??)  131.483  (m)          431.37   (f) ADJUSTED    1 2
 HB0529
 HB0529.Superseded values are not recommended for survey control.
 HB0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0529.See file dsdata.txt to determine how the superseded data were derived.
 HB0529
 HB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH409007(NAD 83)
 HB0529_MARKER: DB = BENCH MARK DISK
 HB0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0529_STAMPING: B 146 1949
 HB0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0529+STABILITY: SURFACE MOTION
 HB0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0529+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 HB0529
 HB0529  HISTORY     - Date     Condition        Report By
 HB0529  HISTORY     - 1949     MONUMENTED       CGS
 HB0529  HISTORY     - 1980     GOOD             ILDT
 HB0529  HISTORY     - 1980     GOOD             ILDT
 HB0529  HISTORY     - 1980     GOOD             ILDT
 HB0529  HISTORY     - 20060301 GOOD             ILDT
 HB0529
 HB0529                          STATION DESCRIPTION
 HB0529
 HB0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0529'3.4 MI NW FROM THOMPSONVILLE.
 HB0529'3.35 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0529'THE STATION AT THOMPSONVILLE, AT PARRISH, AT A ROAD CROSSING, 231
 HB0529'FEET SOUTHEAST AND ACROSS ROAD AND TRACK FROM MILE POST 97, 99.8
 HB0529'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF RESIDENCE OWNED BY
 HB0529'ARCHIE TAYLOR, 61 FEET EAST OF CENTER LINE OF CROSSING, 61.5
 HB0529'FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD, 16.5 FEET NORTHEAST
 HB0529'OF THE NORTHEAST RAIL, 9.5 FEET WEST-NORTHWEST OF TELEPHONE POLE,
 HB0529'1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2.5
 HB0529'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 HB0529'POST PROJECTING 3 INCHES.
 HB0529
 HB0529                          STATION RECOVERY (1980)
 HB0529
 HB0529'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0529'RECOVERED IN GOOD CONDITION.
 HB0529
 HB0529                          STATION RECOVERY (1980)
 HB0529
 HB0529'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0529'RECOVERED IN GOOD CONDITION.
 HB0529
 HB0529                          STATION RECOVERY (1980)
 HB0529
 HB0529'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0529'RECOVERED IN GOOD CONDITION.
 HB0529
 HB0529                          STATION RECOVERY (2006)
 HB0529
 HB0529'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0529'REPLACED WITNESS POST 2 FEET EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0031 ***********************************************************************
 JC0031  DESIGNATION -  B 147
 JC0031  PID         -  JC0031
 JC0031  STATE/COUNTY-  IL/ST CLAIR
 JC0031  USGS QUAD   -  GRANITE CITY (1998)
 JC0031
 JC0031                         *CURRENT SURVEY CONTROL
 JC0031  ___________________________________________________________________
 JC0031* NAD 83(1986)-  38 37 55.     (N)    090 08 42.     (W)     SCALED    
 JC0031* NAVD 88     -       127.619  (meters)     418.70   (feet)  ADJUSTED  
 JC0031  ___________________________________________________________________
 JC0031  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0031  DYNAMIC HT  -         127.538 (meters)     418.43  (feet)  COMP
 JC0031  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JC0031
 JC0031  VERT ORDER  -  FIRST     CLASS II
 JC0031
 JC0031.The horizontal coordinates were scaled from a topographic map and have
 JC0031.an estimated accuracy of +/- 6 seconds.
 JC0031
 JC0031.The orthometric height was determined by differential leveling
 JC0031.and adjusted by the National Geodetic Survey in June 1991..
 JC0031
 JC0031.The geoid height was determined by GEOID03.
 JC0031
 JC0031.The dynamic height is computed by dividing the NAVD 88
 JC0031.geopotential number by the normal gravity value computed on the
 JC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0031.degrees latitude (g = 980.6199 gals.).
 JC0031
 JC0031.The modeled gravity was interpolated from observed gravity values.
 JC0031
 JC0031;                    North         East    Units  Estimated Accuracy
 JC0031;SPC IL W     -   218,110.      701,890.      MT  (+/- 180 meters Scaled)
 JC0031
 JC0031                          SUPERSEDED SURVEY CONTROL
 JC0031
 JC0031  NGVD 29 (??/??/92)  127.63   (m)          418.7    (f) COMPUTED    1 2
 JC0031
 JC0031.Superseded values are not recommended for survey control.
 JC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0031.See file dsdata.txt to determine how the superseded data were derived.
 JC0031
 JC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC485798(NAD 83)
 JC0031_MARKER: DB = BENCH MARK DISK
 JC0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0031_SP_SET: BUILDING
 JC0031_STAMPING: B 147 1949
 JC0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0031
 JC0031  HISTORY     - Date     Condition        Report By
 JC0031  HISTORY     - 1949     MONUMENTED       CGS
 JC0031
 JC0031                          STATION DESCRIPTION
 JC0031
 JC0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0031'AT EAST ST LOUIS.
 JC0031'AT EAST ST. LOUIS, AT JUNCTION OF ST. CLAIR AND 7TH STREETS,
 JC0031'SET VERTICALLY IN THE NORTHEAST BRICK FACE BUILDING AT THE NORTH
 JC0031'CORNER OF BUILDING, BUILDING IS NOW OCCUPIED BY STEVE MIZULSKIS
 JC0031'TAVERN, 0.6 FOOT SOUTHEAST OF THE NORTH CORNER OF BUILDING,
 JC0031'AND 2.8 FEET ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0032 ***********************************************************************
 JC0032  DESIGNATION -  B 147 RESET
 JC0032  PID         -  JC0032
 JC0032  STATE/COUNTY-  IL/ST CLAIR
 JC0032  USGS QUAD   -  GRANITE CITY (1998)
 JC0032
 JC0032                         *CURRENT SURVEY CONTROL
 JC0032  ___________________________________________________________________
 JC0032* NAD 83(1986)-  38 37 55.     (N)    090 08 43.     (W)     SCALED    
 JC0032* NAVD 88     -       128.070  (meters)     420.18   (feet)  ADJUSTED  
 JC0032  ___________________________________________________________________
 JC0032  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0032  DYNAMIC HT  -         127.989 (meters)     419.91  (feet)  COMP
 JC0032  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JC0032
 JC0032  VERT ORDER  -  FIRST     CLASS I
 JC0032
 JC0032.The horizontal coordinates were scaled from a topographic map and have
 JC0032.an estimated accuracy of +/- 6 seconds.
 JC0032
 JC0032.The orthometric height was determined by differential leveling
 JC0032.and adjusted by the National Geodetic Survey in June 1991..
 JC0032
 JC0032.The geoid height was determined by GEOID03.
 JC0032
 JC0032.The dynamic height is computed by dividing the NAVD 88
 JC0032.geopotential number by the normal gravity value computed on the
 JC0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0032.degrees latitude (g = 980.6199 gals.).
 JC0032
 JC0032.The modeled gravity was interpolated from observed gravity values.
 JC0032
 JC0032;                    North         East    Units  Estimated Accuracy
 JC0032;SPC IL W     -   218,110.      701,860.      MT  (+/- 180 meters Scaled)
 JC0032
 JC0032                          SUPERSEDED SURVEY CONTROL
 JC0032
 JC0032  NGVD 29 (??/??/92)  128.183  (m)          420.55   (f) ADJ UNCH    1 1
 JC0032
 JC0032.Superseded values are not recommended for survey control.
 JC0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0032.See file dsdata.txt to determine how the superseded data were derived.
 JC0032
 JC0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC484798(NAD 83)
 JC0032_MARKER: DB = BENCH MARK DISK
 JC0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0032_SP_SET: BUILDING
 JC0032_STAMPING: B 147 RESET 1959
 JC0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0032
 JC0032  HISTORY     - Date     Condition        Report By
 JC0032  HISTORY     - 1959     MONUMENTED       CGS
 JC0032  HISTORY     - 1969     GOOD             NGS
 JC0032
 JC0032                          STATION DESCRIPTION
 JC0032
 JC0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0032'AT EAST ST LOUIS.
 JC0032'AT EAST ST. LOUIS, AT THE SOUTH CORNER OF THE JUNCTION OF ST.
 JC0032'CLAIR AVENUE AND 7 TH STREET, SET VERTICALLY IN THE NORTHWEST
 JC0032'FACE OF THE NORTH CORNER OF THE POLSKA HALL (A ONE STORY BRICK
 JC0032'BLDG), AT 736 7 TH STREET, 27.9 FEET SOUTHEAST OF THE SOUTHEAST
 JC0032'CURB LINE OF 7 TH STREET, 2.3 FEET SOUTHWEST OF THE NORTH CORNER
 JC0032'OF THE BUILDING AND 3.4 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0637 ***********************************************************************
 HB0637  DESIGNATION -  B 149 RESET
 HB0637  PID         -  HB0637
 HB0637  STATE/COUNTY-  IL/JACKSON
 HB0637  USGS QUAD   -  CARBONDALE (1996)
 HB0637
 HB0637                         *CURRENT SURVEY CONTROL
 HB0637  ___________________________________________________________________
 HB0637* NAD 83(1986)-  37 44 05.     (N)    089 13 04.     (W)     SCALED    
 HB0637* NAVD 88     -       121.288  (meters)     397.93   (feet)  ADJUSTED  
 HB0637  ___________________________________________________________________
 HB0637  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB0637
 HB0637  VERT ORDER  -  FIRST     CLASS II
 HB0637
 HB0637.The horizontal coordinates were scaled from a topographic map and have
 HB0637.an estimated accuracy of +/- 6 seconds.
 HB0637
 HB0637.The orthometric height was determined by differential leveling
 HB0637.and adjusted by the National Geodetic Survey in June 1991..
 HB0637
 HB0637.The geoid height was determined by GEOID03.
 HB0637
 HB0637;                    North         East    Units  Estimated Accuracy
 HB0637;SPC IL W     -   118,950.      783,640.      MT  (+/- 180 meters Scaled)
 HB0637
 HB0637                          SUPERSEDED SURVEY CONTROL
 HB0637
 HB0637  NGVD 29 (??/??/??)  121.368  (m)          398.19   (f) ADJUSTED    1 2
 HB0637
 HB0637.Superseded values are not recommended for survey control.
 HB0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0637.See file dsdata.txt to determine how the superseded data were derived.
 HB0637
 HB0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG045786(NAD 83)
 HB0637_MARKER: DB = BENCH MARK DISK
 HB0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0637_SP_SET: FOUNDATION
 HB0637_STAMPING: B 149 RESET 1954
 HB0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0637
 HB0637  HISTORY     - Date     Condition        Report By
 HB0637  HISTORY     - 1954     MONUMENTED       CGS
 HB0637  HISTORY     - 1969     MARK NOT FOUND   CGS
 HB0637  HISTORY     - 1976     GOOD             ILDT
 HB0637
 HB0637                          STATION DESCRIPTION
 HB0637
 HB0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0637'0.6 MI N FROM CARBONDALE.
 HB0637'AT CARBONDALE, ABOUT 0.6 MILE NORTH ALONG THE ILLINOIS CENTRAL
 HB0637'RAILROAD FROM THE STATION, AT THE CROSSING OF THE I.C.R.R. TRACK
 HB0637'LEADING TO MURPHEYSBORO AND U.S. HIGHWAY 51, SET VERTICALLY IN
 HB0637'THE NORTHEAST FOUNDATION WALL OF THE ILLINOIS FRUIT GROWERS
 HB0637'EXCHANGE BUILDING, 2 FEET NORTHWEST OF THE EAST CORNER OF THE
 HB0637'BUILDING AND ABOUT 1 FOOT ABOVE THE GROUND.  NOTE-- A NEW
 HB0637'BUILDINGS HAS BEEN CONSTRUCTED NEAR THE DESCRIBED LOCATION OF
 HB0637'THE MARK AND IT IS BELIEVED THE MARK WAS EITHER COVERED OR
 HB0637'DESTROYED AT THAT TIME.
 HB0637
 HB0637                          STATION RECOVERY (1969)
 HB0637
 HB0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB0637'MARK NOT FOUND.
 HB0637
 HB0637                          STATION RECOVERY (1976)
 HB0637
 HB0637'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0295 ***********************************************************************
 KC0295  DESIGNATION -  B 15
 KC0295  PID         -  KC0295
 KC0295  STATE/COUNTY-  IL/BROWN
 KC0295  USGS QUAD   -  VERSAILLES (1980)
 KC0295
 KC0295                         *CURRENT SURVEY CONTROL
 KC0295  ___________________________________________________________________
 KC0295* NAD 83(1986)-  39 55 51.     (N)    090 42 50.     (W)     SCALED    
 KC0295* NAVD 88     -       205.140  (meters)     673.03   (feet)  ADJUSTED  
 KC0295  ___________________________________________________________________
 KC0295  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KC0295  DYNAMIC HT  -         205.030 (meters)     672.67  (feet)  COMP
 KC0295  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 KC0295
 KC0295  VERT ORDER  -  FIRST     CLASS II
 KC0295
 KC0295.The horizontal coordinates were scaled from a topographic map and have
 KC0295.an estimated accuracy of +/- 6 seconds.
 KC0295
 KC0295.The orthometric height was determined by differential leveling
 KC0295.and adjusted by the National Geodetic Survey in June 1991..
 KC0295
 KC0295.The geoid height was determined by GEOID03.
 KC0295
 KC0295.The dynamic height is computed by dividing the NAVD 88
 KC0295.geopotential number by the normal gravity value computed on the
 KC0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0295.degrees latitude (g = 980.6199 gals.).
 KC0295
 KC0295.The modeled gravity was interpolated from observed gravity values.
 KC0295
 KC0295;                    North         East    Units  Estimated Accuracy
 KC0295;SPC IL W     -   362,450.      653,230.      MT  (+/- 180 meters Scaled)
 KC0295
 KC0295                          SUPERSEDED SURVEY CONTROL
 KC0295
 KC0295  NGVD 29 (??/??/92)  205.232  (m)          673.33   (f) ADJ UNCH    1 2
 KC0295
 KC0295.Superseded values are not recommended for survey control.
 KC0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0295.See file dsdata.txt to determine how the superseded data were derived.
 KC0295
 KC0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE953225(NAD 83)
 KC0295_MARKER: DB = BENCH MARK DISK
 KC0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0295_STAMPING: B 15 1933
 KC0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0295+STABILITY: SURFACE MOTION
 KC0295
 KC0295  HISTORY     - Date     Condition        Report By
 KC0295  HISTORY     - 1933     MONUMENTED       CGS
 KC0295  HISTORY     - 1960     GOOD             NGS
 KC0295  HISTORY     - 1975     GOOD             USGS
 KC0295
 KC0295                          STATION DESCRIPTION
 KC0295
 KC0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0295'2 MI SE FROM HERSMAN.
 KC0295'ABOUT 2 MILES SOUTHEAST ALONG THE WABASH RAILWAY FROM HERSMAN,
 KC0295'BROWN COUNTY, 17-1/2 POLES NORTHWEST OF MILEPOST 483, 11 RAILS
 KC0295'SOUTHEAST OF THE SIGN GILBIRDS 1 MILE, 30 FEET NORTH OF A GRADE
 KC0295'CROSSING, 35 FEET EAST OF THE TRACK, AND 40 FEET WEST OF THE
 KC0295'HIGHWAY.  A STANDARD DISK, STAMPED B 15 1933 AND SET IN THE TOP
 KC0295'OF A CONCRETE POST.
 KC0295
 KC0295                          STATION RECOVERY (1960)
 KC0295
 KC0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KC0295'RECOVERED IN GOOD CONDITION.
 KC0295
 KC0295                          STATION RECOVERY (1975)
 KC0295
 KC0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KC0295'HERSMAN, ABOUT 2 MI. SE ALONG ST. HWY. 99. IN THE SOUTHWEST QUARTER
 KC0295'OF SEC. 35, T--1-S, R-3-W. 0.15 MI. NW ALONG HWY FROM T-RD N. 0.7 MI.
 KC0295'SE ALONG HWY FROM A X-RDS. AT AN OLD ABANDONED GRADE X-ING ON THE
 KC0295'NORFOLK AND WESTERN RR. 30 FT. N. AND 35 FT. E. OF TRACK AT OLD
 KC0295'X-ING. 40 FT. W. OF HWY. IN A CONC. POST WITH STD NGS TABLET STAMPED
 KC0295'B 15 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0570 ***********************************************************************
 HB0570  DESIGNATION -  B 150
 HB0570  PID         -  HB0570
 HB0570  STATE/COUNTY-  IL/FRANKLIN
 HB0570  USGS QUAD   -  CHRISTOPHER (1976)
 HB0570
 HB0570                         *CURRENT SURVEY CONTROL
 HB0570  ___________________________________________________________________
 HB0570* NAD 83(1986)-  37 58 21.     (N)    089 02 59.     (W)     SCALED    
 HB0570* NAVD 88     -       132.097  (meters)     433.39   (feet)  ADJUSTED  
 HB0570  ___________________________________________________________________
 HB0570  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HB0570  DYNAMIC HT  -         132.009 (meters)     433.10  (feet)  COMP
 HB0570  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 HB0570
 HB0570  VERT ORDER  -  FIRST     CLASS II
 HB0570
 HB0570.The horizontal coordinates were scaled from a topographic map and have
 HB0570.an estimated accuracy of +/- 6 seconds.
 HB0570
 HB0570.The orthometric height was determined by differential leveling
 HB0570.and adjusted by the National Geodetic Survey in June 1991..
 HB0570
 HB0570.The geoid height was determined by GEOID03.
 HB0570
 HB0570.The dynamic height is computed by dividing the NAVD 88
 HB0570.geopotential number by the normal gravity value computed on the
 HB0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0570.degrees latitude (g = 980.6199 gals.).
 HB0570
 HB0570.The modeled gravity was interpolated from observed gravity values.
 HB0570
 HB0570;                    North         East    Units  Estimated Accuracy
 HB0570;SPC IL E     -   145,170.      237,060.      MT  (+/- 180 meters Scaled)
 HB0570
 HB0570                          SUPERSEDED SURVEY CONTROL
 HB0570
 HB0570  NGVD 29 (??/??/??)  132.189  (m)          433.69   (f) ADJUSTED    1 2
 HB0570
 HB0570.Superseded values are not recommended for survey control.
 HB0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0570.See file dsdata.txt to determine how the superseded data were derived.
 HB0570
 HB0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH199047(NAD 83)
 HB0570_MARKER: DB = BENCH MARK DISK
 HB0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0570_STAMPING: B 150 1949
 HB0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0570+STABILITY: SURFACE MOTION
 HB0570
 HB0570  HISTORY     - Date     Condition        Report By
 HB0570  HISTORY     - 1949     MONUMENTED       CGS
 HB0570  HISTORY     - 1972     MARK NOT FOUND   USGS
 HB0570
 HB0570                          STATION DESCRIPTION
 HB0570
 HB0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0570'0.4 MI E FROM CHRISTOPHER.
 HB0570'04.5 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 HB0570'AT CHRISTOPHER, AT THE INTERSECTION OF THE I.C. RR AND THE CHICAGO,
 HB0570'BURLINGTON AND QUINCY RAILROAD, 25 FEET SOUTHEAST OF THE SOUTHEAST
 HB0570'RAIL OF THE I.C. RR., 67 FEET WEST OF THE WEST RAIL OF THE WEST
 HB0570'TRACK OF THE C.B. AND Q.RR., 44 FEET NORTHWEST OF THE NORTHWEST
 HB0570'CORNER OF THE C.B. AND Q. RR STATION AT CHRISTOPHER, 6 FEET
 HB0570'NORTHEAST OF A POWER POLE, 88.8 FEET SOUTHWEST OF THE CENTER OF
 HB0570'THE RAILROAD INTERSECTION, 77 FEET SOUTHWEST AND ACROSS THE I.C.
 HB0570'TRACKS FROM THE SOUTHWEST CORNER OF A TELEGRAPH TOWER, 2 FEET NORTH
 HB0570'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET
 HB0570'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0570
 HB0570                          STATION RECOVERY (1972)
 HB0570
 HB0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HB0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1352 ***********************************************************************
 JB1352  DESIGNATION -  B 151
 JB1352  PID         -  JB1352
 JB1352  STATE/COUNTY-  IL/ST CLAIR
 JB1352  USGS QUAD   -  LEBANON (1991)
 JB1352
 JB1352                         *CURRENT SURVEY CONTROL
 JB1352  ___________________________________________________________________
 JB1352* NAD 83(1986)-  38 34 22.     (N)    089 52 27.     (W)     SCALED    
 JB1352* NAVD 88     -       148.926  (meters)     488.60   (feet)  ADJUSTED  
 JB1352  ___________________________________________________________________
 JB1352  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB1352  DYNAMIC HT  -         148.831 (meters)     488.29  (feet)  COMP
 JB1352  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JB1352
 JB1352  VERT ORDER  -  FIRST     CLASS II
 JB1352
 JB1352.The horizontal coordinates were scaled from a topographic map and have
 JB1352.an estimated accuracy of +/- 6 seconds.
 JB1352
 JB1352.The orthometric height was determined by differential leveling
 JB1352.and adjusted by the National Geodetic Survey in June 1991..
 JB1352
 JB1352.The geoid height was determined by GEOID03.
 JB1352
 JB1352.The dynamic height is computed by dividing the NAVD 88
 JB1352.geopotential number by the normal gravity value computed on the
 JB1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1352.degrees latitude (g = 980.6199 gals.).
 JB1352
 JB1352.The modeled gravity was interpolated from observed gravity values.
 JB1352
 JB1352;                    North         East    Units  Estimated Accuracy
 JB1352;SPC IL W     -   211,590.      725,490.      MT  (+/- 180 meters Scaled)
 JB1352
 JB1352                          SUPERSEDED SURVEY CONTROL
 JB1352
 JB1352  NGVD 29 (??/??/92)  149.04   (m)          489.0    (f) COMPUTED    1 2
 JB1352
 JB1352.Superseded values are not recommended for survey control.
 JB1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1352.See file dsdata.txt to determine how the superseded data were derived.
 JB1352
 JB1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH496732(NAD 83)
 JB1352_MARKER: DB = BENCH MARK DISK
 JB1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1352_SP_SET: CULVERT
 JB1352_STAMPING: B 151 1949
 JB1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1352
 JB1352  HISTORY     - Date     Condition        Report By
 JB1352  HISTORY     - 1949     MONUMENTED       CGS
 JB1352  HISTORY     - 1969     GOOD             NGS
 JB1352  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1352
 JB1352                          STATION DESCRIPTION
 JB1352
 JB1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1352'3.2 MI SE FROM O FALLON.
 JB1352'ABOUT 2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1352'THE STATION AT O FALLON, THENCE 1.2 MILES SOUTH ALONG A BLACK
 JB1352'TOP ROAD AND STATE HIGHWAY 158, ABOUT 0.7 MILE SOUTH OF THE
 JB1352'INTERSECTION OF U.S. HIGHWAY 50, SET IN THE TOP OF THE SOUTH END
 JB1352'OF THE WEST CONCRETE HEAD WALL FOR A 6 FOOT BOX CULVERT, 29 FEET
 JB1352'WEST OF THE CENTER LINE OF THE HIGHWAY AND 5 FEET BELOW THE LEVEL
 JB1352'OF THE HIGHWAY.
 JB1352
 JB1352                          STATION RECOVERY (1987)
 JB1352
 JB1352'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1319 ***********************************************************************
 JB1319  DESIGNATION -  B 152
 JB1319  PID         -  JB1319
 JB1319  STATE/COUNTY-  IL/CLINTON
 JB1319  USGS QUAD   -  BREESE (1981)
 JB1319
 JB1319                         *CURRENT SURVEY CONTROL
 JB1319  ___________________________________________________________________
 JB1319* NAD 83(1986)-  38 36 31.     (N)    089 37 19.     (W)     SCALED    
 JB1319* NAVD 88     -       143.644  (meters)     471.27   (feet)  ADJUSTED  
 JB1319  ___________________________________________________________________
 JB1319  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JB1319  DYNAMIC HT  -         143.554 (meters)     470.98  (feet)  COMP
 JB1319  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 JB1319
 JB1319  VERT ORDER  -  FIRST     CLASS I
 JB1319
 JB1319.The horizontal coordinates were scaled from a topographic map and have
 JB1319.an estimated accuracy of +/- 6 seconds.
 JB1319
 JB1319.The orthometric height was determined by differential leveling
 JB1319.and adjusted by the National Geodetic Survey in June 1991..
 JB1319
 JB1319.The geoid height was determined by GEOID03.
 JB1319
 JB1319.The dynamic height is computed by dividing the NAVD 88
 JB1319.geopotential number by the normal gravity value computed on the
 JB1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1319.degrees latitude (g = 980.6199 gals.).
 JB1319
 JB1319.The modeled gravity was interpolated from observed gravity values.
 JB1319
 JB1319;                    North         East    Units  Estimated Accuracy
 JB1319;SPC IL W     -   215,660.      747,440.      MT  (+/- 180 meters Scaled)
 JB1319
 JB1319                          SUPERSEDED SURVEY CONTROL
 JB1319
 JB1319  NGVD 29 (??/??/92)  143.762  (m)          471.66   (f) ADJ UNCH    1 1
 JB1319
 JB1319.Superseded values are not recommended for survey control.
 JB1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1319.See file dsdata.txt to determine how the superseded data were derived.
 JB1319
 JB1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH716766(NAD 83)
 JB1319_MARKER: DB = BENCH MARK DISK
 JB1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1319_STAMPING: B 152 1949
 JB1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1319+STABILITY: SURFACE MOTION
 JB1319
 JB1319  HISTORY     - Date     Condition        Report By
 JB1319  HISTORY     - 1949     MONUMENTED       CGS
 JB1319  HISTORY     - 1969     GOOD             NGS
 JB1319
 JB1319                          STATION DESCRIPTION
 JB1319
 JB1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1319'3.6 MI E FROM TRENTON.
 JB1319'ABOUT 3.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1319'THE CROSSING OF STATE HIGHWAY 160 AT TRENTON, ABOUT 0.8 MILE
 JB1319'WEST OF THE CROSSING OF CLINTON STREET AT AVISTON, NEAR MILEPOLE
 JB1319'304-25, 46 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A
 JB1319'FARM ROAD AND THE MAIN TRACK, 33 FEET WEST OF THE CENTER LINE OF
 JB1319'THE ROAD, 29.2 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 JB1319'1.3 FEET WEST OF A 2 FOOT HIGH VERTICAL RAIL, 1.4 FEET WEST OF
 JB1319'A METAL WITNESS POST, 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK
 JB1319'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 JB1319'THE LEVEL OF THE GROUND.  SEC 23, T2N, R5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0032 ***********************************************************************
 JB0032  DESIGNATION -  B 153
 JB0032  PID         -  JB0032
 JB0032  STATE/COUNTY-  IL/CLAY
 JB0032  USGS QUAD   -  CLAY CITY (1970)
 JB0032
 JB0032                         *CURRENT SURVEY CONTROL
 JB0032  ___________________________________________________________________
 JB0032* NAD 83(1986)-  38 41 30.     (N)    088 18 18.     (W)     SCALED    
 JB0032* NAVD 88     -       129.916  (meters)     426.23   (feet)  ADJUSTED  
 JB0032  ___________________________________________________________________
 JB0032  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JB0032  DYNAMIC HT  -         129.836 (meters)     425.97  (feet)  COMP
 JB0032  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 JB0032
 JB0032  VERT ORDER  -  FIRST     CLASS II
 JB0032
 JB0032.The horizontal coordinates were scaled from a topographic map and have
 JB0032.an estimated accuracy of +/- 6 seconds.
 JB0032
 JB0032.The orthometric height was determined by differential leveling
 JB0032.and adjusted by the National Geodetic Survey in June 1991..
 JB0032
 JB0032.The geoid height was determined by GEOID03.
 JB0032
 JB0032.The dynamic height is computed by dividing the NAVD 88
 JB0032.geopotential number by the normal gravity value computed on the
 JB0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0032.degrees latitude (g = 980.6199 gals.).
 JB0032
 JB0032.The modeled gravity was interpolated from observed gravity values.
 JB0032
 JB0032;                    North         East    Units  Estimated Accuracy
 JB0032;SPC IL E     -   224,750.      302,470.      MT  (+/- 180 meters Scaled)
 JB0032
 JB0032                          SUPERSEDED SURVEY CONTROL
 JB0032
 JB0032  NGVD 29 (??/??/92)  130.025  (m)          426.59   (f) ADJ UNCH    1 2
 JB0032
 JB0032.Superseded values are not recommended for survey control.
 JB0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0032.See file dsdata.txt to determine how the superseded data were derived.
 JB0032
 JB0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH865833(NAD 83)
 JB0032_MARKER: DB = BENCH MARK DISK
 JB0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0032_SP_SET: BRIDGE
 JB0032_STAMPING: B 153 1949
 JB0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0032
 JB0032  HISTORY     - Date     Condition        Report By
 JB0032  HISTORY     - 1949     MONUMENTED       CGS
 JB0032  HISTORY     - 1966     MARK NOT FOUND   USGS
 JB0032
 JB0032                          STATION DESCRIPTION
 JB0032
 JB0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0032'2.7 MI E FROM CLAY CITY.
 JB0032'2.7 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0032'STATION AT CLAY CITY, ABOUT 1.0 MILE WEST OF THE RICHLAND COUNTY
 JB0032'LINE, SET IN THE NORTH END OF THE WEST ABUTMENT OF A CONCRETE
 JB0032'BRIDGE 232/35 OVER LITTLE MUDDY CREEK, 6 FEET NORTH OF THE NORTH
 JB0032'RAIL AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE TRACK.
 JB0032
 JB0032                          STATION RECOVERY (1966)
 JB0032
 JB0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JB0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0874 ***********************************************************************
 JB0874  DESIGNATION -  B 154
 JB0874  PID         -  JB0874
 JB0874  STATE/COUNTY-  IL/CLINTON
 JB0874  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0874
 JB0874                         *CURRENT SURVEY CONTROL
 JB0874  ___________________________________________________________________
 JB0874* NAD 83(1986)-  38 36 28.     (N)    089 12 58.     (W)     SCALED    
 JB0874* NAVD 88     -       142.399  (meters)     467.19   (feet)  ADJUSTED  
 JB0874  ___________________________________________________________________
 JB0874  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0874  DYNAMIC HT  -         142.308 (meters)     466.89  (feet)  COMP
 JB0874  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JB0874
 JB0874  VERT ORDER  -  FIRST     CLASS I
 JB0874
 JB0874.The horizontal coordinates were scaled from a topographic map and have
 JB0874.an estimated accuracy of +/- 6 seconds.
 JB0874
 JB0874.The orthometric height was determined by differential leveling
 JB0874.and adjusted by the National Geodetic Survey in June 1991..
 JB0874.WARNING-Repeat measurements at this control monument indicate possible
 JB0874.vertical movement.
 JB0874
 JB0874.The geoid height was determined by GEOID03.
 JB0874
 JB0874.The dynamic height is computed by dividing the NAVD 88
 JB0874.geopotential number by the normal gravity value computed on the
 JB0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0874.degrees latitude (g = 980.6199 gals.).
 JB0874
 JB0874.The modeled gravity was interpolated from observed gravity values.
 JB0874
 JB0874;                    North         East    Units  Estimated Accuracy
 JB0874;SPC IL W     -   215,860.      782,790.      MT  (+/- 180 meters Scaled)
 JB0874
 JB0874                          SUPERSEDED SURVEY CONTROL
 JB0874
 JB0874  NGVD 29 (??/??/92)  142.531  (m)          467.62   (f) ADJ UNCH    1 1
 JB0874
 JB0874.Superseded values are not recommended for survey control.
 JB0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0874.See file dsdata.txt to determine how the superseded data were derived.
 JB0874
 JB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH070755(NAD 83)
 JB0874_MARKER: DB = BENCH MARK DISK
 JB0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0874_SP_SET: CULVERT
 JB0874_STAMPING: B 154 1949
 JB0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0874
 JB0874  HISTORY     - Date     Condition        Report By
 JB0874  HISTORY     - 1949     MONUMENTED       CGS
 JB0874  HISTORY     - 1969     GOOD             NGS
 JB0874
 JB0874                          STATION DESCRIPTION
 JB0874
 JB0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0874'5.2 MI W FROM SANDOVAL.
 JB0874'ABOUT 5.25 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0874'THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT SANDOVAL, ABOUT
 JB0874'1.05 MILE WEST OF THE CROSSING OF SHATTUC ROAD AT SHATTUC, NEAR
 JB0874'MILEPOST 282-18, SET ON THE TOP OF THE WEST END OF THE NORTH
 JB0874'CONCRETE HEAD WALL FOR AN 8 FOOT STONE BOX CULVERT, 8.5 FEET
 JB0874'NORTH OF THE NORTH RAIL, 0.6 FOOT EAST OF THE WEST END OF THE
 JB0874'HEAD WALL AND 3 FEET BELOW THE LEVEL OF THE TRACK.  SEC 20,
 JB0874'T2N, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0858 ***********************************************************************
 JB0858  DESIGNATION -  B 155
 JB0858  PID         -  JB0858
 JB0858  STATE/COUNTY-  IL/MARION
 JB0858  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0858
 JB0858                         *CURRENT SURVEY CONTROL
 JB0858  ___________________________________________________________________
 JB0858* NAD 83(1986)-  38 36 58.     (N)    089 03 41.     (W)     SCALED    
 JB0858* NAVD 88     -       160.214  (meters)     525.64   (feet)  ADJUSTED  
 JB0858  ___________________________________________________________________
 JB0858  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0858  DYNAMIC HT  -         160.114 (meters)     525.31  (feet)  COMP
 JB0858  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 JB0858
 JB0858  VERT ORDER  -  FIRST     CLASS II
 JB0858
 JB0858.The horizontal coordinates were scaled from a topographic map and have
 JB0858.an estimated accuracy of +/- 6 seconds.
 JB0858
 JB0858.The orthometric height was determined by differential leveling
 JB0858.and adjusted by the National Geodetic Survey in June 1991..
 JB0858
 JB0858.The geoid height was determined by GEOID03.
 JB0858
 JB0858.The dynamic height is computed by dividing the NAVD 88
 JB0858.geopotential number by the normal gravity value computed on the
 JB0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0858.degrees latitude (g = 980.6199 gals.).
 JB0858
 JB0858.The modeled gravity was interpolated from observed gravity values.
 JB0858
 JB0858;                    North         East    Units  Estimated Accuracy
 JB0858;SPC IL E     -   216,610.      236,590.      MT  (+/- 180 meters Scaled)
 JB0858
 JB0858                          SUPERSEDED SURVEY CONTROL
 JB0858
 JB0858  NGVD 29 (??/??/92)  160.346  (m)          526.07   (f) ADJ UNCH    1 2
 JB0858
 JB0858.Superseded values are not recommended for survey control.
 JB0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0858.See file dsdata.txt to determine how the superseded data were derived.
 JB0858
 JB0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH205761(NAD 83)
 JB0858_MARKER: DB = BENCH MARK DISK
 JB0858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JB0858_SP_SET: HEADWALL
 JB0858_STAMPING: B 155 1949
 JB0858_MARK LOGO: CGS   
 JB0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0858+STABILITY: SURFACE MOTION
 JB0858
 JB0858  HISTORY     - Date     Condition        Report By
 JB0858  HISTORY     - 1949     MONUMENTED       CGS
 JB0858  HISTORY     - 1986     GOOD             NGS
 JB0858
 JB0858                          STATION DESCRIPTION
 JB0858
 JB0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0858'AT ODIN.
 JB0858'AT ODIN, IN THE SOUTHWEST PART OF TOWN, SET IN THE TOP OF THE
 JB0858'EAST END OF THE SOUTH HEADWALL OF B AND O RAILROAD BRIDGE 274/03,
 JB0858'6.2 FEET SOUTH OF THE SOUTH RAIL, AT TELEPHONE POLE 274/01 AND
 JB0858'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 JB0858
 JB0858                          STATION RECOVERY (1986)
 JB0858
 JB0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0858'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--IN ODIN, AT THE
 JB0858'INTERSECTION OF SCOTT STREET AND THE CHESSIE SYSTEM RAILROAD.
 JB0858'DELETE--AT TELEPHONE POLE NUMBER 274/01.  ADD--92.0 M (301.8 FT) WEST
 JB0858'OF THE EXTENDED CENTER OF SCOTT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0613 ***********************************************************************
 JB0613  DESIGNATION -  B 156
 JB0613  PID         -  JB0613
 JB0613  STATE/COUNTY-  IL/MARION
 JB0613  USGS QUAD   -  SALEM NORTH (1978)
 JB0613
 JB0613                         *CURRENT SURVEY CONTROL
 JB0613  ___________________________________________________________________
 JB0613* NAD 83(1986)-  38 38 05.     (N)    088 57 24.     (W)     SCALED    
 JB0613* NAVD 88     -       168.913  (meters)     554.18   (feet)  ADJUSTED  
 JB0613  ___________________________________________________________________
 JB0613  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JB0613  DYNAMIC HT  -         168.805 (meters)     553.82  (feet)  COMP
 JB0613  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JB0613
 JB0613  VERT ORDER  -  FIRST     CLASS II
 JB0613
 JB0613.The horizontal coordinates were scaled from a topographic map and have
 JB0613.an estimated accuracy of +/- 6 seconds.
 JB0613
 JB0613.The orthometric height was determined by differential leveling
 JB0613.and adjusted by the National Geodetic Survey in June 1991..
 JB0613
 JB0613.The geoid height was determined by GEOID03.
 JB0613
 JB0613.The dynamic height is computed by dividing the NAVD 88
 JB0613.geopotential number by the normal gravity value computed on the
 JB0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0613.degrees latitude (g = 980.6199 gals.).
 JB0613
 JB0613.The modeled gravity was interpolated from observed gravity values.
 JB0613
 JB0613;                    North         East    Units  Estimated Accuracy
 JB0613;SPC IL E     -   218,610.      245,730.      MT  (+/- 180 meters Scaled)
 JB0613
 JB0613                          SUPERSEDED SURVEY CONTROL
 JB0613
 JB0613  NGVD 29 (??/??/92)  169.11   (m)          554.8    (f) COMPUTED    1 2
 JB0613
 JB0613.Superseded values are not recommended for survey control.
 JB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0613.See file dsdata.txt to determine how the superseded data were derived.
 JB0613
 JB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH296780(NAD 83)
 JB0613_MARKER: DB = BENCH MARK DISK
 JB0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0613_STAMPING: B 156 1949
 JB0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0613+STABILITY: SURFACE MOTION
 JB0613
 JB0613  HISTORY     - Date     Condition        Report By
 JB0613  HISTORY     - 1949     MONUMENTED       CGS
 JB0613  HISTORY     - 1964     MARK NOT FOUND   USGS
 JB0613  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0613
 JB0613                          STATION DESCRIPTION
 JB0613
 JB0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0613'AT SALEM.
 JB0613'AT SALEM, ABOUT 0.65 MILE WEST ALONG HIGHWAY 50 FROM THE COURT
 JB0613'HOUSE, THENCE ABOUT 0.55 MILE NORTH ALONG NORTH ILLINOIS AVENUE,
 JB0613'AT THE JUNCTION OF NORTH ILLINOIS AVENUE AND WEST BOONE STREET, 55
 JB0613'FEET NORTHEAST AND ACROSS BOONE STREET FROM A FIRE PLUG, 23 FEET
 JB0613'NORTH OF THE CENTER LINE OF WEST BOONE STREET, 15 FEET EAST OF THE
 JB0613'EXTENDING CENTER LINE OF NORTH ILLINOIS AVENUE, 3 FEET NORTH OF
 JB0613'A TELEPHONE POLE AND IN LINE WITH THE POLES, 2 FEET SOUTH OF A
 JB0613'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JB0613'STREET JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0613'4 INCHES.
 JB0613
 JB0613                          STATION RECOVERY (1964)
 JB0613
 JB0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JB0613'MARK NOT FOUND.
 JB0613
 JB0613                          STATION RECOVERY (1986)
 JB0613
 JB0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0829 ***********************************************************************
 HB0829  DESIGNATION -  B 157
 HB0829  PID         -  HB0829
 HB0829  STATE/COUNTY-  IL/PULASKI
 HB0829  USGS QUAD   -  PULASKI (1967)
 HB0829
 HB0829                         *CURRENT SURVEY CONTROL
 HB0829  ___________________________________________________________________
 HB0829* NAD 83(1986)-  37 11 21.     (N)    089 12 20.     (W)     SCALED    
 HB0829* NAVD 88     -       104.333  (meters)     342.30   (feet)  ADJUSTED  
 HB0829  ___________________________________________________________________
 HB0829  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB0829  DYNAMIC HT  -         104.258 (meters)     342.05  (feet)  COMP
 HB0829  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 HB0829
 HB0829  VERT ORDER  -  FIRST     CLASS I
 HB0829
 HB0829.The horizontal coordinates were scaled from a topographic map and have
 HB0829.an estimated accuracy of +/- 6 seconds.
 HB0829
 HB0829.The orthometric height was determined by differential leveling
 HB0829.and adjusted by the National Geodetic Survey in June 1991..
 HB0829.WARNING-Repeat measurements at this control monument indicate possible
 HB0829.vertical movement.
 HB0829
 HB0829.The geoid height was determined by GEOID03.
 HB0829
 HB0829.The dynamic height is computed by dividing the NAVD 88
 HB0829.geopotential number by the normal gravity value computed on the
 HB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0829.degrees latitude (g = 980.6199 gals.).
 HB0829
 HB0829.The modeled gravity was interpolated from observed gravity values.
 HB0829
 HB0829;                    North         East    Units  Estimated Accuracy
 HB0829;SPC IL W     -    58,410.      785,330.      MT  (+/- 180 meters Scaled)
 HB0829
 HB0829                          SUPERSEDED SURVEY CONTROL
 HB0829
 HB0829  NGVD 29 (??/??/??)  104.262  (m)          342.07   (f) ADJUSTED    1 1
 HB0829
 HB0829.Superseded values are not recommended for survey control.
 HB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0829.See file dsdata.txt to determine how the superseded data were derived.
 HB0829
 HB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG042181(NAD 83)
 HB0829_MARKER: DB = BENCH MARK DISK
 HB0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0829_SP_SET: ABUTMENT
 HB0829_STAMPING: B 157 1954
 HB0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0829
 HB0829  HISTORY     - Date     Condition        Report By
 HB0829  HISTORY     - 1954     MONUMENTED       CGS
 HB0829  HISTORY     - 1969     GOOD             CGS
 HB0829  HISTORY     - 20020829 GOOD             USACE
 HB0829
 HB0829                          STATION DESCRIPTION
 HB0829
 HB0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0829'1.6 MI S FROM PULASKI.
 HB0829'ABOUT 1.65 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0829'FROM THE POST OFFICE AT PULASKI, 0.15 MILE NORTH OF MILEPOST
 HB0829'351, 15 RAILS SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 HB0829'AND A DOUBLE ROW OF POWER POLES, 5 FEET EAST OF THE EAST RAIL
 HB0829'OF THE EAST TRACK, SET IN THE TOP OF THE EAST END OF THE SOUTH
 HB0829'CONCRETE LEDGE ON THE SOUTH CONCRETE ABUTMENT OF A RAILROAD
 HB0829'BRIDGE, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.  SEC 22,
 HB0829'T15S, R1W.
 HB0829
 HB0829                          STATION RECOVERY (2002)
 HB0829
 HB0829'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0666 ***********************************************************************
 HB0666  DESIGNATION -  B 158
 HB0666  PID         -  HB0666
 HB0666  STATE/COUNTY-  IL/UNION
 HB0666  USGS QUAD   -  MAKANDA (1996)
 HB0666
 HB0666                         *CURRENT SURVEY CONTROL
 HB0666  ___________________________________________________________________
 HB0666* NAD 83(1986)-  37 33 03.     (N)    089 14 32.     (W)     SCALED    
 HB0666* NAVD 88     -       168.416  (meters)     552.54   (feet)  ADJUSTED  
 HB0666  ___________________________________________________________________
 HB0666  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HB0666  DYNAMIC HT  -         168.295 (meters)     552.15  (feet)  COMP
 HB0666  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 HB0666
 HB0666  VERT ORDER  -  FIRST     CLASS I
 HB0666
 HB0666.The horizontal coordinates were scaled from a topographic map and have
 HB0666.an estimated accuracy of +/- 6 seconds.
 HB0666
 HB0666.The orthometric height was determined by differential leveling
 HB0666.and adjusted by the National Geodetic Survey in June 1991..
 HB0666.WARNING-Repeat measurements at this control monument indicate possible
 HB0666.vertical movement.
 HB0666
 HB0666.The geoid height was determined by GEOID03.
 HB0666
 HB0666.The dynamic height is computed by dividing the NAVD 88
 HB0666.geopotential number by the normal gravity value computed on the
 HB0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0666.degrees latitude (g = 980.6199 gals.).
 HB0666
 HB0666.The modeled gravity was interpolated from observed gravity values.
 HB0666
 HB0666;                    North         East    Units  Estimated Accuracy
 HB0666;SPC IL W     -    98,520.      781,690.      MT  (+/- 180 meters Scaled)
 HB0666
 HB0666                          SUPERSEDED SURVEY CONTROL
 HB0666
 HB0666  NGVD 29 (??/??/??)  168.446  (m)          552.64   (f) ADJUSTED    1 1
 HB0666
 HB0666.Superseded values are not recommended for survey control.
 HB0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0666.See file dsdata.txt to determine how the superseded data were derived.
 HB0666
 HB0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG019583(NAD 83)
 HB0666_MARKER: DB = BENCH MARK DISK
 HB0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0666_STAMPING: B 158 1954
 HB0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0666+STABILITY: SURFACE MOTION
 HB0666
 HB0666  HISTORY     - Date     Condition        Report By
 HB0666  HISTORY     - 1954     MONUMENTED       CGS
 HB0666  HISTORY     - 1969     GOOD             CGS
 HB0666  HISTORY     - 1976     GOOD             ILDT
 HB0666  HISTORY     - 1976     GOOD             ILDT
 HB0666  HISTORY     - 1976     GOOD             ILDT
 HB0666
 HB0666                          STATION DESCRIPTION
 HB0666
 HB0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0666'1.6 MI N FROM COBDEN.
 HB0666'ABOUT 1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0666'THE POST OFFICE AT COBDEN, 0.25 MILE NORTH OF MILEPOST 322, 39
 HB0666'FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 HB0666'GRAVELED ROAD, 24 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 HB0666'24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 63 FEET WEST OF A
 HB0666'36-INCH OAK TREE WHICH IS USED AS A CORNER FOR A FENCE, 5.7
 HB0666'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TELEPHONE BOOTH,
 HB0666'6 1/2 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 1.0 FOOT NORTH
 HB0666'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HB0666'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 HB0666'INCH ABOVE THE SURFACE OF THE GROUND.  SEC 20, T 11 S, R 1 W.
 HB0666
 HB0666                          STATION RECOVERY (1976)
 HB0666
 HB0666'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0666'RECOVERED IN GOOD CONDITION.
 HB0666
 HB0666                          STATION RECOVERY (1976)
 HB0666
 HB0666'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0666'RECOVERED IN GOOD CONDITION.
 HB0666
 HB0666                          STATION RECOVERY (1976)
 HB0666
 HB0666'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0618 ***********************************************************************
 HB0618  DESIGNATION -  B 159
 HB0618  PID         -  HB0618
 HB0618  STATE/COUNTY-  IL/JACKSON
 HB0618  USGS QUAD   -  DE SOTO (1978)
 HB0618
 HB0618                         *CURRENT SURVEY CONTROL
 HB0618  ___________________________________________________________________
 HB0618* NAD 83(1986)-  37 50 28.     (N)    089 13 48.     (W)     SCALED    
 HB0618* NAVD 88     -       122.313  (meters)     401.29   (feet)  ADJUSTED  
 HB0618  ___________________________________________________________________
 HB0618  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HB0618  DYNAMIC HT  -         122.231 (meters)     401.02  (feet)  COMP
 HB0618  MODELED GRAV-     979,954.1   (mgal)                       NAVD 88
 HB0618
 HB0618  VERT ORDER  -  FIRST     CLASS I
 HB0618
 HB0618.The horizontal coordinates were scaled from a topographic map and have
 HB0618.an estimated accuracy of +/- 6 seconds.
 HB0618
 HB0618.The orthometric height was determined by differential leveling
 HB0618.and adjusted by the National Geodetic Survey in June 1991..
 HB0618.WARNING-Repeat measurements at this control monument indicate possible
 HB0618.vertical movement.
 HB0618
 HB0618.The geoid height was determined by GEOID03.
 HB0618
 HB0618.The dynamic height is computed by dividing the NAVD 88
 HB0618.geopotential number by the normal gravity value computed on the
 HB0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0618.degrees latitude (g = 980.6199 gals.).
 HB0618
 HB0618.The modeled gravity was interpolated from observed gravity values.
 HB0618
 HB0618;                    North         East    Units  Estimated Accuracy
 HB0618;SPC IL W     -   130,750.      782,440.      MT  (+/- 180 meters Scaled)
 HB0618
 HB0618                          SUPERSEDED SURVEY CONTROL
 HB0618
 HB0618  NGVD 29 (??/??/??)  122.411  (m)          401.61   (f) ADJUSTED    1 1
 HB0618
 HB0618.Superseded values are not recommended for survey control.
 HB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0618.See file dsdata.txt to determine how the superseded data were derived.
 HB0618
 HB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG037905(NAD 83)
 HB0618_MARKER: DB = BENCH MARK DISK
 HB0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0618_STAMPING: B 159 1954
 HB0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0618+STABILITY: SURFACE MOTION
 HB0618
 HB0618  HISTORY     - Date     Condition        Report By
 HB0618  HISTORY     - 1954     MONUMENTED       CGS
 HB0618  HISTORY     - 1969     GOOD             CGS
 HB0618  HISTORY     - 1976     GOOD             ILDT
 HB0618  HISTORY     - 1976     GOOD             ILDT
 HB0618  HISTORY     - 1976     GOOD             ILDT
 HB0618
 HB0618                          STATION DESCRIPTION
 HB0618
 HB0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0618'1.8 MI N FROM DE SOTO.
 HB0618'ABOUT 1.75 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0618'THE POST OFFICE AT DE SOTO, 9 POLES SOUTH OF MILEPOST 300, 0.75
 HB0618'MILE SOUTH OF A RAILROAD UNDERPASS FOR U.S. HIGHWAY 51, 253 FEET
 HB0618'NORTHEAST OF THE NORTHEAST CORNER OF RAILROAD SEMAPHORE SIGNAL
 HB0618'NUMBER 300.2, 90 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 HB0618'34 1/2 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 HB0618'CONCRETE FENCE POST, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 HB0618'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 HB0618'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 HB0618'THE GROUND.  SEC 8, T8S, R1W
 HB0618
 HB0618                          STATION RECOVERY (1976)
 HB0618
 HB0618'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0618'RECOVERED IN GOOD CONDITION.
 HB0618
 HB0618                          STATION RECOVERY (1976)
 HB0618
 HB0618'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0618'RECOVERED IN GOOD CONDITION.
 HB0618
 HB0618                          STATION RECOVERY (1976)
 HB0618
 HB0618'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1838 ***********************************************************************
 LB1838  DESIGNATION -  B 16
 LB1838  PID         -  LB1838
 LB1838  STATE/COUNTY-  IL/VERMILION
 LB1838  USGS QUAD   -  OAKWOOD (1978)
 LB1838
 LB1838                         *CURRENT SURVEY CONTROL
 LB1838  ___________________________________________________________________
 LB1838* NAD 83(1986)-  40 02 57.     (N)    087 48 20.     (W)     SCALED    
 LB1838* NAVD 88     -       199.624  (meters)     654.93   (feet)  ADJUSTED  
 LB1838  ___________________________________________________________________
 LB1838  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LB1838  DYNAMIC HT  -         199.524 (meters)     654.61  (feet)  COMP
 LB1838  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 LB1838
 LB1838  VERT ORDER  -  FIRST     CLASS II
 LB1838
 LB1838.The horizontal coordinates were scaled from a topographic map and have
 LB1838.an estimated accuracy of +/- 6 seconds.
 LB1838
 LB1838.The orthometric height was determined by differential leveling
 LB1838.and adjusted by the National Geodetic Survey in June 1991..
 LB1838.WARNING-Repeat measurements at this control monument indicate possible
 LB1838.vertical movement.
 LB1838
 LB1838.The geoid height was determined by GEOID03.
 LB1838
 LB1838.The dynamic height is computed by dividing the NAVD 88
 LB1838.geopotential number by the normal gravity value computed on the
 LB1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1838.degrees latitude (g = 980.6199 gals.).
 LB1838
 LB1838.The modeled gravity was interpolated from observed gravity values.
 LB1838
 LB1838;                    North         East    Units  Estimated Accuracy
 LB1838;SPC IL E     -   375,590.      345,040.      MT  (+/- 180 meters Scaled)
 LB1838
 LB1838                          SUPERSEDED SURVEY CONTROL
 LB1838
 LB1838  NGVD 29 (??/??/92)  199.679  (m)          655.11   (f) ADJ UNCH    1 2
 LB1838
 LB1838.Superseded values are not recommended for survey control.
 LB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1838.See file dsdata.txt to determine how the superseded data were derived.
 LB1838
 LB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK312335(NAD 83)
 LB1838_MARKER: DB = BENCH MARK DISK
 LB1838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1838_SP_SET: CONCRETE FOUNDATION
 LB1838_STAMPING: B 16 1934
 LB1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1838
 LB1838  HISTORY     - Date     Condition        Report By
 LB1838  HISTORY     - 1934     MONUMENTED       CGS
 LB1838  HISTORY     - 1954     GOOD             NGS
 LB1838  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1838
 LB1838                          STATION DESCRIPTION
 LB1838
 LB1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1838'1.3 MI E FROM FAIRMOUNT.
 LB1838'1.3 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 LB1838'FAIRMOUNT, JUST EAST OF CROSSING OF ABANDONED CHICAGO AND EASTERN
 LB1838'ILLINOIS RAILROAD, 0.2 MILE EAST OF CROSSING OF A NORTH-SOUTH
 LB1838'DIRT ROAD, 6.2 FEET NORTH OF NORTH RAIL, 24.3 FEET NORTHWEST
 LB1838'AND ACROSS TRACK FROM BLOCK SIGNAL A, 62 FEET WEST-NORTHWEST AND
 LB1838'ACROSS TRACK FROM A SMALL CONCRETE BUILDING HOUSING SIGNAL
 LB1838'APPARATUS, 60 1/2 FEET WEST OF A SWITCH AT THE WEST END OF A
 LB1838'SIDING, BETWEEN THE TRACK AND RUINS OF OLD RAILROAD CONTROL
 LB1838'TOWER, IN THE TOP OF THE SOUTHWEST CORNER OF AN ABANDONED
 LB1838'CONCRETE FOUNDATION AND 1 1/2 FEET BELOW LEVEL OF TRACK.
 LB1838
 LB1838                          STATION RECOVERY (1986)
 LB1838
 LB1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1838'THE FOUNDATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1036 ***********************************************************************
 JB1036  DESIGNATION -  B 160
 JB1036  PID         -  JB1036
 JB1036  STATE/COUNTY-  IL/WASHINGTON
 JB1036  USGS QUAD   -  IRVINGTON (1974)
 JB1036
 JB1036                         *CURRENT SURVEY CONTROL
 JB1036  ___________________________________________________________________
 JB1036* NAD 83(1986)-  38 25 02.     (N)    089 10 11.     (W)     SCALED    
 JB1036* NAVD 88     -       169.296  (meters)     555.43   (feet)  ADJUSTED  
 JB1036  ___________________________________________________________________
 JB1036  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 JB1036  DYNAMIC HT  -         169.188 (meters)     555.08  (feet)  COMP
 JB1036  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JB1036
 JB1036  VERT ORDER  -  FIRST     CLASS I
 JB1036
 JB1036.The horizontal coordinates were scaled from a topographic map and have
 JB1036.an estimated accuracy of +/- 6 seconds.
 JB1036
 JB1036.The orthometric height was determined by differential leveling
 JB1036.and adjusted by the National Geodetic Survey in June 1991..
 JB1036
 JB1036.The geoid height was determined by GEOID03.
 JB1036
 JB1036.The dynamic height is computed by dividing the NAVD 88
 JB1036.geopotential number by the normal gravity value computed on the
 JB1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1036.degrees latitude (g = 980.6199 gals.).
 JB1036
 JB1036.The modeled gravity was interpolated from observed gravity values.
 JB1036
 JB1036;                    North         East    Units  Estimated Accuracy
 JB1036;SPC IL W     -   194,750.      787,060.      MT  (+/- 180 meters Scaled)
 JB1036
 JB1036                          SUPERSEDED SURVEY CONTROL
 JB1036
 JB1036  NGVD 29 (??/??/92)  169.407  (m)          555.80   (f) ADJ UNCH    1 1
 JB1036
 JB1036.Superseded values are not recommended for survey control.
 JB1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1036.See file dsdata.txt to determine how the superseded data were derived.
 JB1036
 JB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH105543(NAD 83)
 JB1036_MARKER: DB = BENCH MARK DISK
 JB1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1036_STAMPING: B 160 1954
 JB1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1036+STABILITY: SURFACE MOTION
 JB1036
 JB1036  HISTORY     - Date     Condition        Report By
 JB1036  HISTORY     - 1954     MONUMENTED       CGS
 JB1036  HISTORY     - 1969     GOOD             NGS
 JB1036
 JB1036                          STATION DESCRIPTION
 JB1036
 JB1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1036'1.6 MI S FROM IRVINGTON.
 JB1036'ABOUT 1.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1036'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 177 AT IRVINGTON,
 JB1036'0.2 MILE SOUTH OF MILEPOST 260, 102 FEET NORTHWEST OF THE
 JB1036'CENTER OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 83 FEET
 JB1036'WEST OF THE WEST RAIL OF THE WEST SET OF MAIN TRACKS, 69 FEET
 JB1036'NORTH OF THE CENTER LINE OF THE ROAD, 107 FEET NORTH-NORTHEAST
 JB1036'AND ACROSS THE ROAD FROM A POWER POLE WHICH IS BRACED BY A GUY
 JB1036'WIRE, 1 FOOT EAST OF A FENCE, 162.0 FEET NORTH OF BENCH MARK R
 JB1036'269, 1.8 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT 4 1/2 FEET
 JB1036'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JB1036'POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 JB1036'SEC 23, T 1 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1077 ***********************************************************************
 JB1077  DESIGNATION -  B 161
 JB1077  PID         -  JB1077
 JB1077  STATE/COUNTY-  IL/PERRY
 JB1077  USGS QUAD   -  DU QUOIN (1975)
 JB1077
 JB1077                         *CURRENT SURVEY CONTROL
 JB1077  ___________________________________________________________________
 JB1077* NAD 83(1986)-  38 04 58.     (N)    089 14 20.     (W)     SCALED    
 JB1077* NAVD 88     -       143.244  (meters)     469.96   (feet)  ADJUSTED  
 JB1077  ___________________________________________________________________
 JB1077  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 JB1077  DYNAMIC HT  -         143.150 (meters)     469.65  (feet)  COMP
 JB1077  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 JB1077
 JB1077  VERT ORDER  -  FIRST     CLASS I
 JB1077
 JB1077.The horizontal coordinates were scaled from a topographic map and have
 JB1077.an estimated accuracy of +/- 6 seconds.
 JB1077
 JB1077.The orthometric height was determined by differential leveling
 JB1077.and adjusted by the National Geodetic Survey in June 1991..
 JB1077
 JB1077.The geoid height was determined by GEOID03.
 JB1077
 JB1077.The dynamic height is computed by dividing the NAVD 88
 JB1077.geopotential number by the normal gravity value computed on the
 JB1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1077.degrees latitude (g = 980.6199 gals.).
 JB1077
 JB1077.The modeled gravity was interpolated from observed gravity values.
 JB1077
 JB1077;                    North         East    Units  Estimated Accuracy
 JB1077;SPC IL W     -   157,560.      781,390.      MT  (+/- 180 meters Scaled)
 JB1077
 JB1077                          SUPERSEDED SURVEY CONTROL
 JB1077
 JB1077  NGVD 29 (??/??/92)  143.337  (m)          470.26   (f) ADJ UNCH    1 1
 JB1077
 JB1077.Superseded values are not recommended for survey control.
 JB1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1077.See file dsdata.txt to determine how the superseded data were derived.
 JB1077
 JB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH036173(NAD 83)
 JB1077_MARKER: DB = BENCH MARK DISK
 JB1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1077_STAMPING: B 161 1954
 JB1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1077+STABILITY: SURFACE MOTION
 JB1077
 JB1077  HISTORY     - Date     Condition        Report By
 JB1077  HISTORY     - 1954     MONUMENTED       CGS
 JB1077  HISTORY     - 1969     GOOD             NGS
 JB1077  HISTORY     - 1979     GOOD             ILDT
 JB1077
 JB1077                          STATION DESCRIPTION
 JB1077
 JB1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1077'3.8 MI S FROM TAMAROA.
 JB1077'ABOUT 0.05 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE
 JB1077'AT TAMAROA, THENCE 3.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 JB1077'RAILROAD, OR ABOUT 4.9 MILES NORTH ALONG THE ILLINOIS CENTRAL
 JB1077'RAILROAD FROM THE STATION AT DU QUOIN, 125 FEET SOUTHEAST OF THE
 JB1077'CENTER OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 96 FEET
 JB1077'EAST OF THE EAST RAIL OF THE EAST SET OF TRACKS, 89 FEET SOUTH OF
 JB1077'THE CENTER LINE OF THE ROAD, 75 FEET SOUTHEAST OF A TELEPHONE
 JB1077'POLE, 38 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT WEST OF A
 JB1077'FENCE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET
 JB1077'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JB1077'POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 JB1077'SEC 20, T5S, R1W.
 JB1077
 JB1077                          STATION RECOVERY (1979)
 JB1077
 JB1077'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0797 ***********************************************************************
 LC0797  DESIGNATION -  B 162
 LC0797  PID         -  LC0797
 LC0797  STATE/COUNTY-  IL/TAZEWELL
 LC0797  USGS QUAD   -  MORTON (1995)
 LC0797
 LC0797                         *CURRENT SURVEY CONTROL
 LC0797  ___________________________________________________________________
 LC0797* NAD 83(1986)-  40 31 30.     (N)    089 27 57.     (W)     SCALED    
 LC0797* NAVD 88     -       200.173  (meters)     656.73   (feet)  ADJUSTED  
 LC0797  ___________________________________________________________________
 LC0797  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LC0797  DYNAMIC HT  -         200.077 (meters)     656.42  (feet)  COMP
 LC0797  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 LC0797
 LC0797  VERT ORDER  -  FIRST     CLASS II
 LC0797
 LC0797.The horizontal coordinates were scaled from a topographic map and have
 LC0797.an estimated accuracy of +/- 6 seconds.
 LC0797
 LC0797.The orthometric height was determined by differential leveling
 LC0797.and adjusted by the National Geodetic Survey in June 1991..
 LC0797
 LC0797.The geoid height was determined by GEOID03.
 LC0797
 LC0797.The dynamic height is computed by dividing the NAVD 88
 LC0797.geopotential number by the normal gravity value computed on the
 LC0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0797.degrees latitude (g = 980.6199 gals.).
 LC0797
 LC0797.The modeled gravity was interpolated from observed gravity values.
 LC0797
 LC0797;                    North         East    Units  Estimated Accuracy
 LC0797;SPC IL W     -   428,520.      759,380.      MT  (+/- 180 meters Scaled)
 LC0797
 LC0797                          SUPERSEDED SURVEY CONTROL
 LC0797
 LC0797  NGVD 29 (??/??/92)  200.263  (m)          657.03   (f) ADJ UNCH    1 2
 LC0797
 LC0797.Superseded values are not recommended for survey control.
 LC0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0797.See file dsdata.txt to determine how the superseded data were derived.
 LC0797
 LC0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK911889(NAD 83)
 LC0797_MARKER: DB = BENCH MARK DISK
 LC0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0797_STAMPING: B 162 1954
 LC0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0797+STABILITY: SURFACE MOTION
 LC0797
 LC0797  HISTORY     - Date     Condition        Report By
 LC0797  HISTORY     - 1954     MONUMENTED       CGS
 LC0797
 LC0797                          STATION DESCRIPTION
 LC0797
 LC0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0797'1.4 MI E FROM TREMONT.
 LC0797'ABOUT 1.45 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0797'THE STATION AT TREMONT, ABOUT 0.2 MILE WEST OF MILE POST IND
 LC0797'192, ABOUT 0.3 MILE EAST OF CROSSING OF STATE HIGHWAY 121, ABOUT
 LC0797'0.2 MILE WEST OF RAILROAD TRESTLE OVER PRAIRIE CREEK, AT A GRAVEL
 LC0797'ROAD CROSSING, 42 FEET NORTH-NORTHEAST OF NORTH-NORTHEAST RAIL,
 LC0797'46 FEET NORTH OF CENTER OF CROSSING, 39 FEET NORTH-NORTHWEST OF
 LC0797'CENTER LINE OF GRAVEL ROAD, 25 1/2 FEET NORTHEAST OF A CONCRETE
 LC0797'RAILROAD CROSSING SIGN POST, 2 FEET EAST OF A WHITE WOODEN WITNESS
 LC0797'POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP
 LC0797'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1000 ***********************************************************************
 LC1000  DESIGNATION -  B 163
 LC1000  PID         -  LC1000
 LC1000  STATE/COUNTY-  IL/MCLEAN
 LC1000  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1000
 LC1000                         *CURRENT SURVEY CONTROL
 LC1000  ___________________________________________________________________
 LC1000* NAD 83(1986)-  40 29 14.     (N)    089 03 51.     (W)     SCALED    
 LC1000* NAVD 88     -       240.508  (meters)     789.07   (feet)  ADJUSTED  
 LC1000  ___________________________________________________________________
 LC1000  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC1000  DYNAMIC HT  -         240.395 (meters)     788.70  (feet)  COMP
 LC1000  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 LC1000
 LC1000  VERT ORDER  -  FIRST     CLASS II
 LC1000
 LC1000.The horizontal coordinates were scaled from a topographic map and have
 LC1000.an estimated accuracy of +/- 6 seconds.
 LC1000
 LC1000.The orthometric height was determined by differential leveling
 LC1000.and adjusted by the National Geodetic Survey in June 1991..
 LC1000
 LC1000.The geoid height was determined by GEOID03.
 LC1000
 LC1000.The dynamic height is computed by dividing the NAVD 88
 LC1000.geopotential number by the normal gravity value computed on the
 LC1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1000.degrees latitude (g = 980.6199 gals.).
 LC1000
 LC1000.The modeled gravity was interpolated from observed gravity values.
 LC1000
 LC1000;                    North         East    Units  Estimated Accuracy
 LC1000;SPC IL E     -   424,360.      238,040.      MT  (+/- 180 meters Scaled)
 LC1000
 LC1000                          SUPERSEDED SURVEY CONTROL
 LC1000
 LC1000  NGVD 29 (??/??/92)  240.571  (m)          789.27   (f) ADJ UNCH    1 2
 LC1000
 LC1000.Superseded values are not recommended for survey control.
 LC1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1000.See file dsdata.txt to determine how the superseded data were derived.
 LC1000
 LC1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK250838(NAD 83)
 LC1000_MARKER: DB = BENCH MARK DISK
 LC1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1000_STAMPING: B 163 1954
 LC1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1000+STABILITY: SURFACE MOTION
 LC1000
 LC1000  HISTORY     - Date     Condition        Report By
 LC1000  HISTORY     - 1954     MONUMENTED       CGS
 LC1000
 LC1000                          STATION DESCRIPTION
 LC1000
 LC1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1000'4.1 MI NW FROM BLOOMINGTON.
 LC1000'ABOUT 4.1 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LC1000'FROM THE FREIGHT STATION AT BLOOMINGTON, AT CROSSING OF STATE
 LC1000'HIGHWAY 9, 45 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 50 FEET
 LC1000'SOUTH OF CENTER LINE OF HIGHWAY AT CENTER OF CROSSING OF TRACK,
 LC1000'25 FEET SOUTHWEST OF THE 3RD TELEPHONE POLE SOUTHEAST OF MILE
 LC1000'POST NO. IND 170, 23 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2
 LC1000'FEET NORTHEAST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 LC1000'WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET
 LC1000'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0423 ***********************************************************************
 LC0423  DESIGNATION -  B 164
 LC0423  PID         -  LC0423
 LC0423  STATE/COUNTY-  IL/MCLEAN
 LC0423  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0423
 LC0423                         *CURRENT SURVEY CONTROL
 LC0423  ___________________________________________________________________
 LC0423* NAD 83(1986)-  40 28 26.     (N)    088 58 52.     (W)     SCALED    
 LC0423* NAVD 88     -       251.732  (meters)     825.89   (feet)  ADJUSTED  
 LC0423  ___________________________________________________________________
 LC0423  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0423  DYNAMIC HT  -         251.614 (meters)     825.50  (feet)  COMP
 LC0423  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 LC0423
 LC0423  VERT ORDER  -  FIRST     CLASS I
 LC0423
 LC0423.The horizontal coordinates were scaled from a topographic map and have
 LC0423.an estimated accuracy of +/- 6 seconds.
 LC0423
 LC0423.The orthometric height was determined by differential leveling
 LC0423.and adjusted by the National Geodetic Survey in June 1991..
 LC0423.WARNING-Repeat measurements at this control monument indicate possible
 LC0423.vertical movement.
 LC0423
 LC0423.The geoid height was determined by GEOID03.
 LC0423
 LC0423.The dynamic height is computed by dividing the NAVD 88
 LC0423.geopotential number by the normal gravity value computed on the
 LC0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0423.degrees latitude (g = 980.6199 gals.).
 LC0423
 LC0423.The modeled gravity was interpolated from observed gravity values.
 LC0423
 LC0423;                    North         East    Units  Estimated Accuracy
 LC0423;SPC IL E     -   422,820.      245,070.      MT  (+/- 180 meters Scaled)
 LC0423
 LC0423                          SUPERSEDED SURVEY CONTROL
 LC0423
 LC0423  NGVD 29 (??/??/92)  251.785  (m)          826.06   (f) ADJ UNCH    1 1
 LC0423
 LC0423.Superseded values are not recommended for survey control.
 LC0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0423.See file dsdata.txt to determine how the superseded data were derived.
 LC0423
 LC0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK320822(NAD 83)
 LC0423_MARKER: DB = BENCH MARK DISK
 LC0423_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LC0423_SP_SET: BRIDGE ABUTMENT
 LC0423_STAMPING: B 164 1954
 LC0423_MARK LOGO: CGS   
 LC0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0423
 LC0423  HISTORY     - Date     Condition        Report By
 LC0423  HISTORY     - 1954     MONUMENTED       CGS
 LC0423  HISTORY     - 1969     GOOD             NGS
 LC0423  HISTORY     - 1986     GOOD             NGS
 LC0423
 LC0423                          STATION DESCRIPTION
 LC0423
 LC0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0423'1 MI SE FROM BLOOMINGTON.
 LC0423'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0423'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 0.4 MILE SOUTH ALONG
 LC0423'THE ILLINOIS CENTRAL RAILROAD, SET IN THE TOP OF THE FIRST
 LC0423'CONCRETE STEP BELOW THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 LC0423'ABUTMENT OF THE RAILROAD OVERPASS FOR E. OAKLAND STREET WHICH IS
 LC0423'U.S. HIGHWAY 150, 27 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 LC0423'12 FEET EAST OF THE EAST RAIL OF A SIDETRACK, 6 FEET EAST OF THE
 LC0423'SOUTH END OF AN IRON GUARD RAIL, AND ABOUT 4 FEET BELOW THE LEVEL
 LC0423'OF THE TRACK.
 LC0423
 LC0423                          STATION RECOVERY (1986)
 LC0423
 LC0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0423'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 LC0423'BLOOMINGTON, AT THE INTERSECTION OF EAST OAKLAND AVENUE AND SOUTH
 LC0423'INDIANAPOLIS STREET, IN THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 LC0423'AN ABANDONED RAILROAD OVERPASS, 13.1 M (43.0 FT) WEST OF THE CENTER OF
 LC0423'THE STREET, 9.2 M (30.2 FT) SOUTH OF THE CENTERLINE OF THE AVENUE,
 LC0423'1.8 M (5.9 FT)  EAST OF THE SOUTH END OF AN IRON PIPE GUARDRAIL, AND
 LC0423'0.3 M (1.0 FT) WEST OF THE EAST END OF THE ABUTMENT.
 LC0423'THE MARK IS 0.6 M BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0386 ***********************************************************************
 LC0386  DESIGNATION -  B 165
 LC0386  PID         -  LC0386
 LC0386  STATE/COUNTY-  IL/MCLEAN
 LC0386  USGS QUAD   -  LE ROY (1981)
 LC0386
 LC0386                         *CURRENT SURVEY CONTROL
 LC0386  ___________________________________________________________________
 LC0386* NAD 83(1997)-  40 21 25.35724(N)    088 47 34.83563(W)     ADJUSTED  
 LC0386* NAVD 88     -       242.625  (meters)     796.01   (feet)  ADJUSTED  
 LC0386  ___________________________________________________________________
 LC0386  X           -     102,526.513 (meters)                     COMP
 LC0386  Y           -  -4,866,210.149 (meters)                     COMP
 LC0386  Z           -   4,108,412.580 (meters)                     COMP
 LC0386  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LC0386  ELLIP HEIGHT-         210.70  (meters)          (09/22/04) GPS OBS
 LC0386  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC0386  DYNAMIC HT  -         242.508 (meters)     795.63  (feet)  COMP
 LC0386  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 LC0386
 LC0386  HORZ ORDER  -  FIRST
 LC0386  VERT ORDER  -  FIRST     CLASS II
 LC0386  ELLP ORDER  -  FOURTH    CLASS I
 LC0386
 LC0386.The horizontal coordinates were established by GPS observations
 LC0386.and adjusted by the National Geodetic Survey in November 2002..
 LC0386
 LC0386.The orthometric height was determined by differential leveling
 LC0386.and adjusted by the National Geodetic Survey in June 1991..
 LC0386
 LC0386.Photographs are available for this station.
 LC0386
 LC0386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0386
 LC0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0386
 LC0386.The ellipsoidal height was determined by GPS observations
 LC0386.and is referenced to NAD 83.
 LC0386
 LC0386.The geoid height was determined by GEOID03.
 LC0386
 LC0386.The dynamic height is computed by dividing the NAVD 88
 LC0386.geopotential number by the normal gravity value computed on the
 LC0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0386.degrees latitude (g = 980.6199 gals.).
 LC0386
 LC0386.The modeled gravity was interpolated from observed gravity values.
 LC0386
 LC0386;                    North         East     Units Scale Factor Converg.
 LC0386;SPC IL E     -   409,746.192   260,952.562   MT  0.99999376   -0 17 51.6
 LC0386;SPC IL E     - 1,344,308.96    856,141.86   sFT  0.99999376   -0 17 51.6
 LC0386;UTM  16      - 4,468,929.745   347,745.269   MT  0.99988536   -1 09 40.6
 LC0386
 LC0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0386!SPC IL E     -   0.99996695  x   0.99999376  =   0.99996071
 LC0386!UTM  16      -   0.99996695  x   0.99988536  =   0.99985231
 LC0386
 LC0386                          SUPERSEDED SURVEY CONTROL
 LC0386
 LC0386  ELLIP H (11/27/02)  210.69   (m)                       GP(       ) 4 1
 LC0386  NAD 83(1997)-  40 21 25.35717(N)    088 47 34.83567(W) AD(       ) 1
 LC0386  ELLIP H (03/18/02)  210.69   (m)                       GP(       ) 4 1
 LC0386  NAVD 88 (03/18/02)  242.62   (m)          796.0    (f) LEVELING    3  
 LC0386  NGVD 29 (??/??/92)  242.681  (m)          796.20   (f) ADJ UNCH    1 2
 LC0386
 LC0386.Superseded values are not recommended for survey control.
 LC0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0386.See file dsdata.txt to determine how the superseded data were derived.
 LC0386
 LC0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4774568930(NAD 83)
 LC0386_MARKER: DB = BENCH MARK DISK
 LC0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0386_SP_SET: CONCRETE POST
 LC0386_STAMPING: B 165 1954
 LC0386_MARK LOGO: CGS   
 LC0386_PROJECTION: RECESSED 5 CENTIMETERS
 LC0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0386+STABILITY: SURFACE MOTION
 LC0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0386+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 LC0386
 LC0386  HISTORY     - Date     Condition        Report By
 LC0386  HISTORY     - 1954     MONUMENTED       CGS
 LC0386  HISTORY     - 1959     GOOD             NGS
 LC0386  HISTORY     - 1986     GOOD             NGS
 LC0386  HISTORY     - 20010501 GOOD             WOOLPT
 LC0386
 LC0386                          STATION DESCRIPTION
 LC0386
 LC0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0386'1.6 MI NW FROM LE ROY.
 LC0386'ABOUT 1.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0386'FROM THE STATION AT LE ROY, AT A NORTH-SOUTH GRAVEL ROAD CROSSING,
 LC0386'46 FEET NORTHEAST OF THE NORTHEAST RAIL, 76 FEET NORTH-NORTHWEST
 LC0386'OF THE CENTER OF THE CROSSING, 29 FEET WEST OF THE CENTER LINE OF
 LC0386'THE ROAD, 79 FEET NORTHEAST AND ACROSS THE TRACK FROM A TELEPHONE
 LC0386'POLE NUMBER 152/10, 5 1/2 FEET WEST OF A FENCE CORNER, 2 FEET
 LC0386'SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 LC0386'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET
 LC0386'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LC0386
 LC0386                          STATION RECOVERY (1986)
 LC0386
 LC0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0386'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.0 KM
 LC0386'(11.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH
 LC0386'STATE HIGHWAY 54 IN FARMER CITY, THENCE 0.3 KM (0.2 MI) SOUTH ALONG
 LC0386'COUNTY ROAD 2450 E, OR 19.2 KM (11.95 MI) SOUTHEASTERLY ALONG U.S.
 LC0386'HIGHWAY 150 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 55 BUSINESS LOOP
 LC0386'IN BLOOMINGTON, THENCE 0.3 KM (0.2 MI) SOUTH ALONG COUNTY ROAD 2450 E,
 LC0386'14.0 M (45.9 FT) NORTHEAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD,
 LC0386'AND 8.8 M (28.9 FT) WEST OF THE CENTER OF THE ROAD.
 LC0386'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 LC0386
 LC0386                          STATION RECOVERY (2001)
 LC0386
 LC0386'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 LC0386'RECOVERED AS DESCRIBED.
 LC0386' 
 LC0386' 
 LC0386'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1494 ***********************************************************************
 ME1494  DESIGNATION -  B 166
 ME1494  PID         -  ME1494
 ME1494  STATE/COUNTY-  IL/KANKAKEE
 ME1494  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME1494
 ME1494                         *CURRENT SURVEY CONTROL
 ME1494  ___________________________________________________________________
 ME1494* NAD 83(1986)-  41 11 04.     (N)    087 32 48.     (W)     SCALED    
 ME1494* NAVD 88     -       191.321  (meters)     627.69   (feet)  ADJUSTED  
 ME1494  ___________________________________________________________________
 ME1494  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME1494  DYNAMIC HT  -         191.241 (meters)     627.43  (feet)  COMP
 ME1494  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 ME1494
 ME1494  VERT ORDER  -  SECOND    CLASS 0
 ME1494
 ME1494.The horizontal coordinates were scaled from a topographic map and have
 ME1494.an estimated accuracy of +/- 6 seconds.
 ME1494
 ME1494.The orthometric height was determined by differential leveling
 ME1494.and adjusted by the National Geodetic Survey in June 1991..
 ME1494
 ME1494.The geoid height was determined by GEOID03.
 ME1494
 ME1494.The dynamic height is computed by dividing the NAVD 88
 ME1494.geopotential number by the normal gravity value computed on the
 ME1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1494.degrees latitude (g = 980.6199 gals.).
 ME1494
 ME1494.The modeled gravity was interpolated from observed gravity values.
 ME1494
 ME1494;                    North         East    Units  Estimated Accuracy
 ME1494;SPC IL E     -   501,820.      366,000.      MT  (+/- 180 meters Scaled)
 ME1494
 ME1494                          SUPERSEDED SURVEY CONTROL
 ME1494
 ME1494  NGVD 29 (??/??/92)  191.411  (m)          627.99   (f) ADJ UNCH    2 0
 ME1494
 ME1494.Superseded values are not recommended for survey control.
 ME1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1494.See file dsdata.txt to determine how the superseded data were derived.
 ME1494
 ME1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL541593(NAD 83)
 ME1494_MARKER: DB = BENCH MARK DISK
 ME1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1494_STAMPING: B 166 1954
 ME1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1494+STABILITY: SURFACE MOTION
 ME1494
 ME1494  HISTORY     - Date     Condition        Report By
 ME1494  HISTORY     - 1954     MONUMENTED       CGS
 ME1494
 ME1494                          STATION DESCRIPTION
 ME1494
 ME1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1494'6.4 MI E FROM MOMENCE.
 ME1494'ABOUT 6.35 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1494'THE STATION AT MOMENCE, ABOUT 1.15 MILES WEST OF CROSSING OF THE
 ME1494'INDIANA-ILLINOIS STATE LINE ROAD AT ILLINOI, ABOUT 190 YARDS
 ME1494'SOUTHWEST OF STATION STAKE NO. 4390, ABOUT 110 YARDS NORTHEAST
 ME1494'OF STATION STAKE NO. 4400, 46 1/2 FEET NORTHWEST OF NORTHWEST
 ME1494'RAIL, 7 1/2 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT 0.1 MILE
 ME1494'SOUTH OF SOUTH END OF A POWER LINE AND ABOUT IN LINE WITH EXTENDED
 ME1494'POWER LINE LEADING NORTH, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 ME1494'POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 ME1494'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1818 ***********************************************************************
 LB1818  DESIGNATION -  B 167
 LB1818  PID         -  LB1818
 LB1818  STATE/COUNTY-  IL/CHAMPAIGN
 LB1818  USGS QUAD   -  HOMER (1975)
 LB1818
 LB1818                         *CURRENT SURVEY CONTROL
 LB1818  ___________________________________________________________________
 LB1818* NAD 83(1986)-  40 01 52.     (N)    087 59 40.     (W)     SCALED    
 LB1818* NAVD 88     -       206.483  (meters)     677.44   (feet)  ADJUSTED  
 LB1818  ___________________________________________________________________
 LB1818  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LB1818  DYNAMIC HT  -         206.378 (meters)     677.09  (feet)  COMP
 LB1818  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 LB1818
 LB1818  VERT ORDER  -  FIRST     CLASS II
 LB1818
 LB1818.The horizontal coordinates were scaled from a topographic map and have
 LB1818.an estimated accuracy of +/- 6 seconds.
 LB1818
 LB1818.The orthometric height was determined by differential leveling
 LB1818.and adjusted by the National Geodetic Survey in June 1991..
 LB1818.WARNING-Repeat measurements at this control monument indicate possible
 LB1818.vertical movement.
 LB1818
 LB1818.The geoid height was determined by GEOID03.
 LB1818
 LB1818.The dynamic height is computed by dividing the NAVD 88
 LB1818.geopotential number by the normal gravity value computed on the
 LB1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1818.degrees latitude (g = 980.6199 gals.).
 LB1818
 LB1818.The modeled gravity was interpolated from observed gravity values.
 LB1818
 LB1818;                    North         East    Units  Estimated Accuracy
 LB1818;SPC IL E     -   373,510.      328,930.      MT  (+/- 180 meters Scaled)
 LB1818
 LB1818                          SUPERSEDED SURVEY CONTROL
 LB1818
 LB1818  NGVD 29 (??/??/92)  206.556  (m)          677.68   (f) ADJ UNCH    1 2
 LB1818
 LB1818.Superseded values are not recommended for survey control.
 LB1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1818.See file dsdata.txt to determine how the superseded data were derived.
 LB1818
 LB1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK151316(NAD 83)
 LB1818_MARKER: DB = BENCH MARK DISK
 LB1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1818_SP_SET: CONCRETE POST
 LB1818_STAMPING: B 167 1954
 LB1818_MARK LOGO: CGS   
 LB1818_PROJECTION: PROJECTING 5 CENTIMETERS
 LB1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1818+STABILITY: SURFACE MOTION
 LB1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1818+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 LB1818
 LB1818  HISTORY     - Date     Condition        Report By
 LB1818  HISTORY     - 1954     MONUMENTED       CGS
 LB1818  HISTORY     - 1986     GOOD             NGS
 LB1818  HISTORY     - 19980420 GOOD             BCA
 LB1818  HISTORY     - 20051123 GOOD             ILDT
 LB1818
 LB1818                          STATION DESCRIPTION
 LB1818
 LB1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1818'2 MI W FROM HOMER.
 LB1818'ABOUT 1.95 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1818'AT HOMER, AT A NORTH-SOUTH ROAD CROSSING (SOUTH TO BROADLANDS),
 LB1818'28 FEET SOUTH OF SOUTH RAIL, 54 FEET SOUTHWEST OF CENTER OF
 LB1818'CROSSING, 41 FEET WEST OF CENTER LINE OF ROAD, 1 FOOT NORTH OF
 LB1818'A FENCE LINE, 8 FEET WEST OF A FENCE CORNER, 48 FEET SOUTH-SOUTHWEST
 LB1818'AND ACROSS TRACK FROM CROSSING WARNING SIGN, 18 FEET NORTH-NORTHWEST
 LB1818'OF A R/W MARKER POST, 78 FEET WEST AND ACROSS ROAD FRM BM NO. 4
 LB1818'(U.S.G.S.), 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LB1818'1 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 LB1818'POST PROJECTING 3 INCHES.
 LB1818
 LB1818                          STATION RECOVERY (1986)
 LB1818
 LB1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1818'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.3 KM (2.05
 LB1818'MI) WESTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION WITH STATE
 LB1818'HIGHWAY 49 IN HOMER, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A PAVED ROAD,
 LB1818'12.4 M (40.7 FT) WEST OF THE CENTER OF THE ROAD, 8.5 M (27.9 FT) SOUTH
 LB1818'OF THE NEAR RAIL OF THE NORFOLK AND WESTERN RAILROAD, AND 2.1 M (6.9
 LB1818'FT) SOUTHWEST OF A UTILITY POLE.
 LB1818'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LB1818'THE MARK IS 0.5 M BELOW THE TRACKS.
 LB1818
 LB1818                          STATION RECOVERY (1998)
 LB1818
 LB1818'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LB1818'RECOVERED IN GOOD CONDITION.
 LB1818
 LB1818                          STATION RECOVERY (2005)
 LB1818
 LB1818'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1448 ***********************************************************************
 KA1448  DESIGNATION -  B 168
 KA1448  PID         -  KA1448
 KA1448  STATE/COUNTY-  IL/VERMILION
 KA1448  USGS QUAD   -  SIDELL (1982)
 KA1448
 KA1448                         *CURRENT SURVEY CONTROL
 KA1448  ___________________________________________________________________
 KA1448* NAD 83(1986)-  39 53 43.     (N)    087 49 23.     (W)     SCALED    
 KA1448* NAVD 88     -       207.224  (meters)     679.87   (feet)  ADJUSTED  
 KA1448  ___________________________________________________________________
 KA1448  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KA1448  DYNAMIC HT  -         207.116 (meters)     679.51  (feet)  COMP
 KA1448  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KA1448
 KA1448  VERT ORDER  -  FIRST     CLASS II
 KA1448
 KA1448.The horizontal coordinates were scaled from a topographic map and have
 KA1448.an estimated accuracy of +/- 6 seconds.
 KA1448
 KA1448.The orthometric height was determined by differential leveling
 KA1448.and adjusted by the National Geodetic Survey in June 1991..
 KA1448
 KA1448.The geoid height was determined by GEOID03.
 KA1448
 KA1448.The dynamic height is computed by dividing the NAVD 88
 KA1448.geopotential number by the normal gravity value computed on the
 KA1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1448.degrees latitude (g = 980.6199 gals.).
 KA1448
 KA1448.The modeled gravity was interpolated from observed gravity values.
 KA1448
 KA1448;                    North         East    Units  Estimated Accuracy
 KA1448;SPC IL E     -   358,500.      343,640.      MT  (+/- 180 meters Scaled)
 KA1448
 KA1448                          SUPERSEDED SURVEY CONTROL
 KA1448
 KA1448  NGVD 29 (??/??/92)  207.287  (m)          680.07   (f) ADJ UNCH    1 2
 KA1448
 KA1448.Superseded values are not recommended for survey control.
 KA1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1448.See file dsdata.txt to determine how the superseded data were derived.
 KA1448
 KA1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK296164(NAD 83)
 KA1448_MARKER: DB = BENCH MARK DISK
 KA1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1448_STAMPING: B 168 1954
 KA1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1448+STABILITY: SURFACE MOTION
 KA1448
 KA1448  HISTORY     - Date     Condition        Report By
 KA1448  HISTORY     - 1954     MONUMENTED       CGS
 KA1448
 KA1448                          STATION DESCRIPTION
 KA1448
 KA1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KA1448'1.3 MI S FROM SIDELL.
 KA1448'ABOUT 1.25 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE WATER
 KA1448'TOWER AT SIDELL, THENCE ABOUT 0.05 MILE WEST ALONG A GRAVEL
 KA1448'ROAD, 23 FEET NORTH OF CENTER LINE OF ROAD, 337 FEET WEST OF
 KA1448'CENTER OF JUNCTION OF ROAD NORTH TO SIDELL, 362 FEET EAST OF
 KA1448'CENTER OF JUNCTION OF A DRIVE SOUTH TO A 2-STORY FARM HOUSE,
 KA1448'32 1/2 FEET WEST OF THE THIRD TELEPHONE POLE WEST OF JUNCTION
 KA1448'OF ROAD NORTH, 122 FEET EAST OF THE FOURTH TELEPHONE POLE WEST
 KA1448'OF JUNCTION, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A
 KA1448'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 KA1448'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0873 ***********************************************************************
 JB0873  DESIGNATION -  B 169
 JB0873  PID         -  JB0873
 JB0873  STATE/COUNTY-  IL/CLINTON
 JB0873  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0873
 JB0873                         *CURRENT SURVEY CONTROL
 JB0873  ___________________________________________________________________
 JB0873* NAD 83(1986)-  38 36 30.     (N)    089 11 40.     (W)     SCALED    
 JB0873* NAVD 88     -       142.252  (meters)     466.71   (feet)  ADJUSTED  
 JB0873  ___________________________________________________________________
 JB0873  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0873  DYNAMIC HT  -         142.162 (meters)     466.41  (feet)  COMP
 JB0873  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JB0873
 JB0873  VERT ORDER  -  FIRST     CLASS I
 JB0873
 JB0873.The horizontal coordinates were scaled from a topographic map and have
 JB0873.an estimated accuracy of +/- 6 seconds.
 JB0873
 JB0873.The orthometric height was determined by differential leveling
 JB0873.and adjusted by the National Geodetic Survey in June 1991..
 JB0873
 JB0873.The geoid height was determined by GEOID03.
 JB0873
 JB0873.The dynamic height is computed by dividing the NAVD 88
 JB0873.geopotential number by the normal gravity value computed on the
 JB0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0873.degrees latitude (g = 980.6199 gals.).
 JB0873
 JB0873.The modeled gravity was interpolated from observed gravity values.
 JB0873
 JB0873;                    North         East    Units  Estimated Accuracy
 JB0873;SPC IL W     -   215,940.      784,680.      MT  (+/- 180 meters Scaled)
 JB0873
 JB0873                          SUPERSEDED SURVEY CONTROL
 JB0873
 JB0873  NGVD 29 (??/??/92)  142.382  (m)          467.13   (f) ADJ UNCH    1 1
 JB0873
 JB0873.Superseded values are not recommended for survey control.
 JB0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0873.See file dsdata.txt to determine how the superseded data were derived.
 JB0873
 JB0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH089755(NAD 83)
 JB0873_MARKER: DB = BENCH MARK DISK
 JB0873_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB0873_SP_SET: 19.7 FEET
 JB0873_STAMPING: B 169 1969
 JB0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0873
 JB0873  HISTORY     - Date     Condition        Report By
 JB0873  HISTORY     - 1969     MONUMENTED       CGS
 JB0873
 JB0873                          STATION DESCRIPTION
 JB0873
 JB0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0873'4.3 MI W FROM SANDOVAL.
 JB0873'ABOUT 4.3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0873'THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT SANDOVAL, ABOUT
 JB0873'0.1 MILE WEST OF THE CROSSING OF SHATTUC ROAD, AT SHATTUC, 27
 JB0873'FEET SOUTH OF AND ACROSS A SIDE TRACK FROM THE SOUTH RAIL OF THE
 JB0873'MAIN TRACK, 13.5 FEET SOUTH OF THE SOUTH RAIL OF A SPUR TRACK,
 JB0873'5 1/2 FEET WEST OF MILEPOST 281-20, IN LINE WITH A ROW OF POLES,
 JB0873'0.6 FOOT NORTH OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE
 JB0873'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 JB0873'STEEL ROD FLUSH WITH THE GROUND WHICH IS PROTECTED BY A 4 INCH
 JB0873'METAL PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 JB0873'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 19.7 FEET.  SECTION 16,
 JB0873'T2N, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0117 ***********************************************************************
 LC0117  DESIGNATION -  B 171
 LC0117  PID         -  LC0117
 LC0117  STATE/COUNTY-  IL/CHAMPAIGN
 LC0117  USGS QUAD   -  MAHOMET (1975)
 LC0117
 LC0117                         *CURRENT SURVEY CONTROL
 LC0117  ___________________________________________________________________
 LC0117* NAD 83(1986)-  40 12 09.     (N)    088 27 33.     (W)     SCALED    
 LC0117* NAVD 88     -       222.031  (meters)     728.45   (feet)  ADJUSTED  
 LC0117  ___________________________________________________________________
 LC0117  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0117  DYNAMIC HT  -         221.920 (meters)     728.08  (feet)  COMP
 LC0117  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 LC0117
 LC0117  VERT ORDER  -  FIRST     CLASS II
 LC0117
 LC0117.The horizontal coordinates were scaled from a topographic map and have
 LC0117.an estimated accuracy of +/- 6 seconds.
 LC0117
 LC0117.The orthometric height was determined by differential leveling
 LC0117.and adjusted by the National Geodetic Survey in June 1991..
 LC0117
 LC0117.The geoid height was determined by GEOID03.
 LC0117
 LC0117.The dynamic height is computed by dividing the NAVD 88
 LC0117.geopotential number by the normal gravity value computed on the
 LC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0117.degrees latitude (g = 980.6199 gals.).
 LC0117
 LC0117.The modeled gravity was interpolated from observed gravity values.
 LC0117
 LC0117;                    North         East    Units  Estimated Accuracy
 LC0117;SPC IL E     -   392,490.      289,290.      MT  (+/- 180 meters Scaled)
 LC0117
 LC0117                          SUPERSEDED SURVEY CONTROL
 LC0117
 LC0117  NGVD 29 (??/??/92)  222.086  (m)          728.63   (f) ADJ UNCH    1 2
 LC0117
 LC0117.Superseded values are not recommended for survey control.
 LC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0117.See file dsdata.txt to determine how the superseded data were derived.
 LC0117
 LC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK758512(NAD 83)
 LC0117_MARKER: DB = BENCH MARK DISK
 LC0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0117_STAMPING: B 171 1954
 LC0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0117+STABILITY: SURFACE MOTION
 LC0117
 LC0117  HISTORY     - Date     Condition        Report By
 LC0117  HISTORY     - 1954     MONUMENTED       CGS
 LC0117  HISTORY     - 1973     GOOD             NGS
 LC0117  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0117
 LC0117                          STATION DESCRIPTION
 LC0117
 LC0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0117'2.9 MI E FROM MANSFIELD.
 LC0117'ABOUT 2.9 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC0117'STATION AT MANSFIELD, ABOUT 2.8 MILES WEST OF THE STATION AT
 LC0117'MAHOMET, ABOUT 0.25 MILE EAST-SOUTHEAST OF THE PIATT-CHAMPAIGN
 LC0117'COUNTY LINE, 23 FEET NORTH-NORTHEAST OF NEAR RAIL OF TRACK,
 LC0117'54 FEET SOUTH-SOUTHWEST OF CENTER LINE OF U.S. HIGHWAY 150,
 LC0117'39 FEET SOUTHWEST OF A POWER POLE, 8 FEET SOUTHEAST OF MILE POST
 LC0117'131, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 LC0117'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0117'3 INCHES.
 LC0117
 LC0117                          STATION RECOVERY (1973)
 LC0117
 LC0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0117'RECOVERED IN GOOD CONDITION.
 LC0117
 LC0117                          STATION RECOVERY (1986)
 LC0117
 LC0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0879 ***********************************************************************
 LC0879  DESIGNATION -  B 172
 LC0879  PID         -  LC0879
 LC0879  STATE/COUNTY-  IL/WOODFORD
 LC0879  USGS QUAD   -  EL PASO (1995)
 LC0879
 LC0879                         *CURRENT SURVEY CONTROL
 LC0879  ___________________________________________________________________
 LC0879* NAD 83(1986)-  40 40 04.     (N)    089 00 15.     (W)     SCALED    
 LC0879* NAVD 88     -       218.899  (meters)     718.17   (feet)  ADJUSTED  
 LC0879  ___________________________________________________________________
 LC0879  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC0879  DYNAMIC HT  -         218.801 (meters)     717.85  (feet)  COMP
 LC0879  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 LC0879
 LC0879  VERT ORDER  -  FIRST     CLASS I
 LC0879
 LC0879.The horizontal coordinates were scaled from a topographic map and have
 LC0879.an estimated accuracy of +/- 6 seconds.
 LC0879
 LC0879.The orthometric height was determined by differential leveling
 LC0879.and adjusted by the National Geodetic Survey in June 1991..
 LC0879
 LC0879.The geoid height was determined by GEOID03.
 LC0879
 LC0879.The dynamic height is computed by dividing the NAVD 88
 LC0879.geopotential number by the normal gravity value computed on the
 LC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0879.degrees latitude (g = 980.6199 gals.).
 LC0879
 LC0879.The modeled gravity was interpolated from observed gravity values.
 LC0879
 LC0879;                    North         East    Units  Estimated Accuracy
 LC0879;SPC IL W     -   444,780.      798,290.      MT  (+/- 180 meters Scaled)
 LC0879
 LC0879                          SUPERSEDED SURVEY CONTROL
 LC0879
 LC0879  NGVD 29 (??/??/92)  218.939  (m)          718.30   (f) ADJ UNCH    1 1
 LC0879
 LC0879.Superseded values are not recommended for survey control.
 LC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0879.See file dsdata.txt to determine how the superseded data were derived.
 LC0879
 LC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL305038(NAD 83)
 LC0879_MARKER: DB = BENCH MARK DISK
 LC0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0879_STAMPING: B 172 1954
 LC0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0879+STABILITY: SURFACE MOTION
 LC0879
 LC0879  HISTORY     - Date     Condition        Report By
 LC0879  HISTORY     - 1954     MONUMENTED       CGS
 LC0879  HISTORY     - 1969     GOOD             NGS
 LC0879  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0879
 LC0879                          STATION DESCRIPTION
 LC0879
 LC0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0879'4.8 MI S FROM EL PASO.
 LC0879'ABOUT 4.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0879'THE STATION AT EL PASO, 0.25 MILE NORTH OF A RAILROAD BRIDGE OVER
 LC0879'THE MACKINAW RIVER, 0.1 MILE SOUTH OF MILEPOST 809, 38 FEET
 LC0879'SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 LC0879'GRAVELED ROAD, 23 FEET EAST OF THE EAST RAIL, 29 FEET SOUTH OF
 LC0879'THE CENTER LINE OF THE ROAD, 47 1/2 FEET SOUTH-SOUTHWEST AND ACROSS
 LC0879'THE ROAD FROM A NORTHERN ILLINOIS GAS COMPANY MARKER, 1.0 FOOT
 LC0879'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 LC0879'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 LC0879'INCH ABOVE THE SURFACE OF THE GROUND.  SEC 33, T26N, R2E
 LC0879
 LC0879                          STATION RECOVERY (1998)
 LC0879
 LC0879'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0169 ***********************************************************************
 LC0169  DESIGNATION -  B 173
 LC0169  PID         -  LC0169
 LC0169  STATE/COUNTY-  IL/CHAMPAIGN
 LC0169  USGS QUAD   -  URBANA (1975)
 LC0169
 LC0169                         *CURRENT SURVEY CONTROL
 LC0169  ___________________________________________________________________
 LC0169* NAD 83(1986)-  40 06 39.     (N)    088 11 59.     (W)     SCALED    
 LC0169* NAVD 88     -       221.084  (meters)     725.34   (feet)  ADJUSTED  
 LC0169  ___________________________________________________________________
 LC0169  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0169  DYNAMIC HT  -         220.972 (meters)     724.97  (feet)  COMP
 LC0169  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 LC0169
 LC0169  VERT ORDER  -  FIRST     CLASS II
 LC0169
 LC0169.The horizontal coordinates were scaled from a topographic map and have
 LC0169.an estimated accuracy of +/- 6 seconds.
 LC0169
 LC0169.The orthometric height was determined by differential leveling
 LC0169.and adjusted by the National Geodetic Survey in June 1991..
 LC0169
 LC0169.The geoid height was determined by GEOID03.
 LC0169
 LC0169.The dynamic height is computed by dividing the NAVD 88
 LC0169.geopotential number by the normal gravity value computed on the
 LC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0169.degrees latitude (g = 980.6199 gals.).
 LC0169
 LC0169.The modeled gravity was interpolated from observed gravity values.
 LC0169
 LC0169;                    North         East    Units  Estimated Accuracy
 LC0169;SPC IL E     -   382,320.      311,390.      MT  (+/- 180 meters Scaled)
 LC0169
 LC0169                          SUPERSEDED SURVEY CONTROL
 LC0169
 LC0169  NGVD 29 (??/??/92)  221.121  (m)          725.46   (f) ADJ UNCH    1 2
 LC0169
 LC0169.Superseded values are not recommended for survey control.
 LC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0169.See file dsdata.txt to determine how the superseded data were derived.
 LC0169
 LC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK977407(NAD 83)
 LC0169_MARKER: DB = BENCH MARK DISK
 LC0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0169_STAMPING: B 173 1954
 LC0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0169+STABILITY: SURFACE MOTION
 LC0169
 LC0169  HISTORY     - Date     Condition        Report By
 LC0169  HISTORY     - 1954     MONUMENTED       CGS
 LC0169  HISTORY     - 1973     GOOD             NGS
 LC0169  HISTORY     - 1978     GOOD             LOCENG
 LC0169  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0169  HISTORY     - 20051205 MARK NOT FOUND   ILDT
 LC0169
 LC0169                          STATION DESCRIPTION
 LC0169
 LC0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0169'AT URBANA.
 LC0169'AT URBANA, ABOUT 0.55 MILE SOUTHEAST ALONG THE WABASH RAILROAD
 LC0169'FROM THE STATION, AT CROSSING OF SOUTH ANDERSON STREET, 23 1/2
 LC0169'FEET NORTHEAST OF NORTHEAST RAIL, 27 FEET EAST-NORTHEAST OF
 LC0169'CENTER OF CROSSING, 20 1/2 FEET EAST OF CENTER LINE OF SOUTH
 LC0169'ANDERSON STREET, 6 FEET SOUTHWEST OF A POWER POLE WITH A METER,
 LC0169'15 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTHEAST
 LC0169'OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE LEVEL
 LC0169'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LC0169'INCHES.
 LC0169
 LC0169                          STATION RECOVERY (1973)
 LC0169
 LC0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0169'RECOVERED IN GOOD CONDITION.
 LC0169
 LC0169                          STATION RECOVERY (1978)
 LC0169
 LC0169'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 LC0169'RECOVERED IN GOOD CONDITION.
 LC0169
 LC0169                          STATION RECOVERY (1986)
 LC0169
 LC0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0169'MARK NOT FOUND.
 LC0169
 LC0169                          STATION RECOVERY (2005)
 LC0169
 LC0169'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0080 ***********************************************************************
 JB0080  DESIGNATION -  B 174
 JB0080  PID         -  JB0080
 JB0080  STATE/COUNTY-  IL/JASPER
 JB0080  USGS QUAD   -  NEWTON (1985)
 JB0080
 JB0080                         *CURRENT SURVEY CONTROL
 JB0080  ___________________________________________________________________
 JB0080* NAD 83(1986)-  38 57 33.     (N)    088 08 12.     (W)     SCALED    
 JB0080* NAVD 88     -       161.310  (meters)     529.23   (feet)  ADJUSTED  
 JB0080  ___________________________________________________________________
 JB0080  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JB0080  DYNAMIC HT  -         161.214 (meters)     528.92  (feet)  COMP
 JB0080  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 JB0080
 JB0080  VERT ORDER  -  FIRST     CLASS II
 JB0080
 JB0080.The horizontal coordinates were scaled from a topographic map and have
 JB0080.an estimated accuracy of +/- 6 seconds.
 JB0080
 JB0080.The orthometric height was determined by differential leveling
 JB0080.and adjusted by the National Geodetic Survey in June 1991..
 JB0080
 JB0080.The geoid height was determined by GEOID03.
 JB0080
 JB0080.The dynamic height is computed by dividing the NAVD 88
 JB0080.geopotential number by the normal gravity value computed on the
 JB0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0080.degrees latitude (g = 980.6199 gals.).
 JB0080
 JB0080.The modeled gravity was interpolated from observed gravity values.
 JB0080
 JB0080;                    North         East    Units  Estimated Accuracy
 JB0080;SPC IL E     -   254,460.      317,050.      MT  (+/- 180 meters Scaled)
 JB0080
 JB0080                          SUPERSEDED SURVEY CONTROL
 JB0080
 JB0080  NGVD 29 (??/??/92)  161.38   (m)          529.5    (f) COMPUTED    1 2
 JB0080
 JB0080.Superseded values are not recommended for survey control.
 JB0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0080.See file dsdata.txt to determine how the superseded data were derived.
 JB0080
 JB0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ015128(NAD 83)
 JB0080_MARKER: DB = BENCH MARK DISK
 JB0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0080_SP_SET: CULVERT
 JB0080_STAMPING: B 174 1956
 JB0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0080
 JB0080  HISTORY     - Date     Condition        Report By
 JB0080  HISTORY     - 1956     MONUMENTED       CGS
 JB0080
 JB0080                          STATION DESCRIPTION
 JB0080
 JB0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0080'2.4 MI SE FROM NEWTON.
 JB0080'2.35 MI SE ALONG THE ILLINOIS CENTRAL RR FROM THE STATION AT
 JB0080'NEWTON, ABOUT 0.5 MI SE OF MILE POST P 162, ABOUT 0.15 MI SE OF
 JB0080'CROSSING OF AN E-W GRAVEL ROAD, ABOUT 0.5 MI NW OF AN E-W GRAVEL
 JB0080'ROAD CROSSING, 47 1/2 FT SW OF SW RAIL, 20.2 FT NE OF CENTER
 JB0080'LINE OF HWY 130, IN THE TOP AND 2.2 FT SE OF NW END OF NE
 JB0080'HEADWALL OF A 2-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY AND ABOUT
 JB0080'1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0081 ***********************************************************************
 JB0081  DESIGNATION -  B 174 RESET 1965
 JB0081  PID         -  JB0081
 JB0081  STATE/COUNTY-  IL/JASPER
 JB0081  USGS QUAD   -  NEWTON (1985)
 JB0081
 JB0081                         *CURRENT SURVEY CONTROL
 JB0081  ___________________________________________________________________
 JB0081* NAD 83(1986)-  38 57 33.     (N)    088 08 12.     (W)     SCALED    
 JB0081* NAVD 88     -       160.92   (meters)     528.0    (feet)  RESET     
 JB0081  ___________________________________________________________________
 JB0081  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JB0081
 JB0081  VERT ORDER  -  THIRD
 JB0081
 JB0081.The horizontal coordinates were scaled from a topographic map and have
 JB0081.an estimated accuracy of +/- 6 seconds.
 JB0081
 JB0081.The orthometric height was computed from unverified reset data.
 JB0081.No vertical observational check was made to the station.
 JB0081
 JB0081.The geoid height was determined by GEOID03.
 JB0081
 JB0081;                    North         East    Units  Estimated Accuracy
 JB0081;SPC IL E     -   254,460.      317,050.      MT  (+/- 180 meters Scaled)
 JB0081
 JB0081                          SUPERSEDED SURVEY CONTROL
 JB0081
 JB0081  NGVD 29 (??/??/??)  160.99   (m)          528.2    (f) RESET       3  
 JB0081
 JB0081.Superseded values are not recommended for survey control.
 JB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0081.See file dsdata.txt to determine how the superseded data were derived.
 JB0081
 JB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ015128(NAD 83)
 JB0081_MARKER: DB = BENCH MARK DISK
 JB0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0081_SP_SET: CULVERT
 JB0081_STAMPING: B 174 RESET 1965
 JB0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0081
 JB0081  HISTORY     - Date     Condition        Report By
 JB0081  HISTORY     - 1965     MONUMENTED       CGS
 JB0081
 JB0081                          STATION DESCRIPTION
 JB0081
 JB0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JB0081'2.8 MI SE FROM NEWTON.
 JB0081'2.75 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE NORTHEAST
 JB0081'CORNER OF THE COURTHOUSE SQUARE IN NEWTON, 0.1 MILE SOUTHEAST
 JB0081'OF A SIDE ROAD TO EAST, IN THE NORTHWEST END OF THE HEADWALL OF A
 JB0081'CULVERT WITH AN EIGHT FOOT HEADWALL, 21 FEET SOUTHWEST OF THE
 JB0081'CENTERLINE OF STATE HIGHWAY 130 AND 1 FOOT SOUTHEAST OF THE
 JB0081'NORTHWEST END.  THE HEADWALL HAS BEEN BROKEN OFF TO ABOUT LEVEL
 JB0081'WITH THE TOP OF THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0222 ***********************************************************************
 KB0222  DESIGNATION -  B 175
 KB0222  PID         -  KB0222
 KB0222  STATE/COUNTY-  IL/CUMBERLAND
 KB0222  USGS QUAD   -  TOLEDO (1984)
 KB0222
 KB0222                         *CURRENT SURVEY CONTROL
 KB0222  ___________________________________________________________________
 KB0222* NAD 83(1986)-  39 16 23.     (N)    088 14 40.     (W)     SCALED    
 KB0222* NAVD 88     -       183.871  (meters)     603.25   (feet)  ADJUSTED  
 KB0222  ___________________________________________________________________
 KB0222  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KB0222  DYNAMIC HT  -         183.763 (meters)     602.90  (feet)  COMP
 KB0222  MODELED GRAV-     980,037.6   (mgal)                       NAVD 88
 KB0222
 KB0222  VERT ORDER  -  FIRST     CLASS II
 KB0222
 KB0222.The horizontal coordinates were scaled from a topographic map and have
 KB0222.an estimated accuracy of +/- 6 seconds.
 KB0222
 KB0222.The orthometric height was determined by differential leveling
 KB0222.and adjusted by the National Geodetic Survey in June 1991..
 KB0222
 KB0222.The geoid height was determined by GEOID03.
 KB0222
 KB0222.The dynamic height is computed by dividing the NAVD 88
 KB0222.geopotential number by the normal gravity value computed on the
 KB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0222.degrees latitude (g = 980.6199 gals.).
 KB0222
 KB0222.The modeled gravity was interpolated from observed gravity values.
 KB0222
 KB0222;                    North         East    Units  Estimated Accuracy
 KB0222;SPC IL E     -   289,300.      307,670.      MT  (+/- 180 meters Scaled)
 KB0222
 KB0222                          SUPERSEDED SURVEY CONTROL
 KB0222
 KB0222  NGVD 29 (??/??/92)  183.930  (m)          603.44   (f) ADJ UNCH    1 2
 KB0222
 KB0222.Superseded values are not recommended for survey control.
 KB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0222.See file dsdata.txt to determine how the superseded data were derived.
 KB0222
 KB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ926478(NAD 83)
 KB0222_MARKER: DB = BENCH MARK DISK
 KB0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0222_SP_SET: BUILDING
 KB0222_STAMPING: B 175 1956
 KB0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0222+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 KB0222
 KB0222  HISTORY     - Date     Condition        Report By
 KB0222  HISTORY     - 1956     MONUMENTED       CGS
 KB0222  HISTORY     - 1973     GOOD             NGS
 KB0222  HISTORY     - 20050216 GOOD             ILDT
 KB0222
 KB0222                          STATION DESCRIPTION
 KB0222
 KB0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0222'AT TOLEDO.
 KB0222'AT TOLEDO, ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 121 FROM THE
 KB0222'ILLINOIS CENTRAL RAILROAD STATION, SET VERTICALLY IN THE NORTH
 KB0222'FACE OF 2-STORY COURT HOUSE BUILDING, 1 1/2 FEET WEST OF
 KB0222'NORTHEAST CORNER OF NORTH WING OF BUILDING AND 1 1/2 FEET ABOVE
 KB0222'GROUND.
 KB0222
 KB0222                          STATION RECOVERY (1973)
 KB0222
 KB0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0222'RECOVERED IN GOOD CONDITION.
 KB0222
 KB0222                          STATION RECOVERY (2005)
 KB0222
 KB0222'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0092 ***********************************************************************
 JB0092  DESIGNATION -  B 176
 JB0092  PID         -  JB0092
 JB0092  STATE/COUNTY-  IL/JASPER
 JB0092  USGS QUAD   -  NEWTON (1985)
 JB0092
 JB0092                         *CURRENT SURVEY CONTROL
 JB0092  ___________________________________________________________________
 JB0092* NAD 83(1986)-  38 55 40.     (N)    088 09 20.     (W)     SCALED    
 JB0092* NAVD 88     -       176.782  (meters)     579.99   (feet)  ADJUSTED  
 JB0092  ___________________________________________________________________
 JB0092  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JB0092  DYNAMIC HT  -         176.676 (meters)     579.64  (feet)  COMP
 JB0092  MODELED GRAV-     980,023.2   (mgal)                       NAVD 88
 JB0092
 JB0092  VERT ORDER  -  FIRST     CLASS II
 JB0092
 JB0092.The horizontal coordinates were scaled from a topographic map and have
 JB0092.an estimated accuracy of +/- 6 seconds.
 JB0092
 JB0092.The orthometric height was determined by differential leveling
 JB0092.and adjusted by the National Geodetic Survey in June 1991..
 JB0092
 JB0092.The geoid height was determined by GEOID03.
 JB0092
 JB0092.The dynamic height is computed by dividing the NAVD 88
 JB0092.geopotential number by the normal gravity value computed on the
 JB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0092.degrees latitude (g = 980.6199 gals.).
 JB0092
 JB0092.The modeled gravity was interpolated from observed gravity values.
 JB0092
 JB0092;                    North         East    Units  Estimated Accuracy
 JB0092;SPC IL E     -   250,980.      315,420.      MT  (+/- 180 meters Scaled)
 JB0092
 JB0092                          SUPERSEDED SURVEY CONTROL
 JB0092
 JB0092  NGVD 29 (??/??/92)  176.853  (m)          580.23   (f) ADJ UNCH    1 2
 JB0092
 JB0092.Superseded values are not recommended for survey control.
 JB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0092.See file dsdata.txt to determine how the superseded data were derived.
 JB0092
 JB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ998093(NAD 83)
 JB0092_MARKER: DB = BENCH MARK DISK
 JB0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0092_STAMPING: B 176 1956
 JB0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0092+STABILITY: SURFACE MOTION
 JB0092
 JB0092  HISTORY     - Date     Condition        Report By
 JB0092  HISTORY     - 1956     MONUMENTED       CGS
 JB0092
 JB0092                          STATION DESCRIPTION
 JB0092
 JB0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0092'7 MI S FROM NEWTON.
 JB0092'4.3 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0092'THE STATION AT NEWTON, THENCE ABOUT 2.25 MILES WEST ALONG A
 JB0092'GRAVEL ROAD TO ENTRANCE TO JASPER COUNTY AIRPORT, THENCE ABOUT
 JB0092'0.5 MILE SOUTH ALONG RUNWAY TO THE SOUTH END OF NORTH-SOUTH
 JB0092'RUNWAY, NEAR THE SOUTHEAST CORNER OF RUNWAY, 70 FEET EAST OF
 JB0092'CENTER LINE OF RUNWAY, 1 1/2 FEET NORTH OF AN EAST-WEST FENCE
 JB0092'LINE, 12 1/2 FEET WEST OF A FENCE CORNER, 2 FEET SOUTHEAST OF
 JB0092'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 JB0092'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0041 ***********************************************************************
 KB0041  DESIGNATION -  B 177
 KB0041  PID         -  KB0041
 KB0041  STATE/COUNTY-  IL/COLES
 KB0041  USGS QUAD   -  CHARLESTON NORTH (1982)
 KB0041
 KB0041                         *CURRENT SURVEY CONTROL
 KB0041  ___________________________________________________________________
 KB0041* NAD 83(1986)-  39 32 08.     (N)    088 10 20.     (W)     SCALED    
 KB0041* NAVD 88     -       208.221  (meters)     683.14   (feet)  ADJUSTED  
 KB0041  ___________________________________________________________________
 KB0041  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0041  DYNAMIC HT  -         208.105 (meters)     682.76  (feet)  COMP
 KB0041  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 KB0041
 KB0041  VERT ORDER  -  FIRST     CLASS II
 KB0041
 KB0041.The horizontal coordinates were scaled from a topographic map and have
 KB0041.an estimated accuracy of +/- 6 seconds.
 KB0041
 KB0041.The orthometric height was determined by differential leveling
 KB0041.and adjusted by the National Geodetic Survey in June 1991..
 KB0041
 KB0041.The geoid height was determined by GEOID03.
 KB0041
 KB0041.The dynamic height is computed by dividing the NAVD 88
 KB0041.geopotential number by the normal gravity value computed on the
 KB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0041.degrees latitude (g = 980.6199 gals.).
 KB0041
 KB0041.The modeled gravity was interpolated from observed gravity values.
 KB0041
 KB0041;                    North         East    Units  Estimated Accuracy
 KB0041;SPC IL E     -   318,450.      313,850.      MT  (+/- 180 meters Scaled)
 KB0041
 KB0041                          SUPERSEDED SURVEY CONTROL
 KB0041
 KB0041  NGVD 29 (??/??/92)  208.292  (m)          683.37   (f) ADJ UNCH    1 2
 KB0041
 KB0041.Superseded values are not recommended for survey control.
 KB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0041.See file dsdata.txt to determine how the superseded data were derived.
 KB0041
 KB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ992768(NAD 83)
 KB0041_MARKER: DB = BENCH MARK DISK
 KB0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0041_STAMPING: B 177 1956
 KB0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0041+STABILITY: SURFACE MOTION
 KB0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0041+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 KB0041
 KB0041  HISTORY     - Date     Condition        Report By
 KB0041  HISTORY     - 1956     MONUMENTED       CGS
 KB0041  HISTORY     - 20050303 MARK NOT FOUND   ILDT
 KB0041  HISTORY     - 20050303 GOOD             ILDT
 KB0041
 KB0041                          STATION DESCRIPTION
 KB0041
 KB0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0041'2.6 MI N FROM CHARLESTON.
 KB0041'ABOUT 2.65 MILES NORTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KB0041'RAILROAD FROM THE FREIGHT STATION AT CHARLESTON, ACROSS TRACK FROM
 KB0041'POINT BETWEEN TELEPHONE POLES NO. 316/14 AND 316/15, AT AN
 KB0041'EAST-WEST DIRT ROAD CROSSING, 46 FEET WEST OF WEST RAIL, 25 FEET
 KB0041'SOUTH OF CENTER LINE OF ROAD, 36 FEET WEST-SOUTHWEST OF CROSSING
 KB0041'SIGN, 2 1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 KB0041'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2
 KB0041'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 KB0041'PROJECTING 3 INCHES.
 KB0041
 KB0041                          STATION RECOVERY (2005)
 KB0041
 KB0041'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0041'TO REACH FROM THE INTERSECTION OF IL-130 AND CR 1100N GO EAST ON 1100N
 KB0041'+-0.25 MI TO MARK ON THE RIGHT.
 KB0041
 KB0041                          STATION RECOVERY (2005)
 KB0041
 KB0041'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0041'TO REACH FROM THE INTERSECTION OF IL-130 AND CR 1100N GO EAST ON 1100N
 KB0041'+-0.25 MI TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1497 ***********************************************************************
 KA1497  DESIGNATION -  B 178
 KA1497  PID         -  KA1497
 KA1497  STATE/COUNTY-  IL/EDGAR
 KA1497  USGS QUAD   -  PARIS SOUTH (1977)
 KA1497
 KA1497                         *CURRENT SURVEY CONTROL
 KA1497  ___________________________________________________________________
 KA1497* NAD 83(1986)-  39 34 56.     (N)    087 41 57.     (W)     SCALED    
 KA1497* NAVD 88     -       226.232  (meters)     742.23   (feet)  ADJUSTED  
 KA1497  ___________________________________________________________________
 KA1497  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KA1497  DYNAMIC HT  -         226.110 (meters)     741.83  (feet)  COMP
 KA1497  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KA1497
 KA1497  VERT ORDER  -  FIRST     CLASS II
 KA1497
 KA1497.The horizontal coordinates were scaled from a topographic map and have
 KA1497.an estimated accuracy of +/- 6 seconds.
 KA1497
 KA1497.The orthometric height was determined by differential leveling
 KA1497.and adjusted by the National Geodetic Survey in June 1991..
 KA1497
 KA1497.The geoid height was determined by GEOID03.
 KA1497
 KA1497.The dynamic height is computed by dividing the NAVD 88
 KA1497.geopotential number by the normal gravity value computed on the
 KA1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1497.degrees latitude (g = 980.6199 gals.).
 KA1497
 KA1497.The modeled gravity was interpolated from observed gravity values.
 KA1497
 KA1497;                    North         East    Units  Estimated Accuracy
 KA1497;SPC IL E     -   323,810.      354,480.      MT  (+/- 180 meters Scaled)
 KA1497
 KA1497                          SUPERSEDED SURVEY CONTROL
 KA1497
 KA1497  NGVD 29 (??/??/92)  226.324  (m)          742.53   (f) ADJ UNCH    1 2
 KA1497
 KA1497.Superseded values are not recommended for survey control.
 KA1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1497.See file dsdata.txt to determine how the superseded data were derived.
 KA1497
 KA1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ399816(NAD 83)
 KA1497_MARKER: DB = BENCH MARK DISK
 KA1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1497_STAMPING: B 178 1956
 KA1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1497+STABILITY: SURFACE MOTION
 KA1497
 KA1497  HISTORY     - Date     Condition        Report By
 KA1497  HISTORY     - 1956     MONUMENTED       CGS
 KA1497
 KA1497                          STATION DESCRIPTION
 KA1497
 KA1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1497'2.5 MI SW FROM PARIS.
 KA1497'ABOUT 2.05 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE COURT
 KA1497'HOUSE AT PARIS, THENCE ABOUT 0.45 MILE WEST ALONG A GRAVEL ROAD,
 KA1497'IN SECTION 13, T. 13 N., R. 12 W., AT STEWART AIRPORT, IN THE TOP
 KA1497'OF THE NORTHEAST CORNER OF CONCRETE FOUNDATION OF HANGAR, 3/4 FEET
 KA1497'NORTH OF NORTHEAST CORNER OF HANGAR AND ABOUT LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1531 ***********************************************************************
 KA1531  DESIGNATION -  B 179
 KA1531  PID         -  KA1531
 KA1531  STATE/COUNTY-  IL/COLES
 KA1531  USGS QUAD   -  BROCTON (1982)
 KA1531
 KA1531                         *CURRENT SURVEY CONTROL
 KA1531  ___________________________________________________________________
 KA1531* NAD 83(1986)-  39 39 17.     (N)    087 57 57.     (W)     SCALED    
 KA1531* NAVD 88     -       198.728  (meters)     651.99   (feet)  ADJUSTED  
 KA1531  ___________________________________________________________________
 KA1531  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1531  DYNAMIC HT  -         198.620 (meters)     651.64  (feet)  COMP
 KA1531  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KA1531
 KA1531  VERT ORDER  -  FIRST     CLASS II
 KA1531
 KA1531.The horizontal coordinates were scaled from a topographic map and have
 KA1531.an estimated accuracy of +/- 6 seconds.
 KA1531
 KA1531.The orthometric height was determined by differential leveling
 KA1531.and adjusted by the National Geodetic Survey in June 1991..
 KA1531
 KA1531.The geoid height was determined by GEOID03.
 KA1531
 KA1531.The dynamic height is computed by dividing the NAVD 88
 KA1531.geopotential number by the normal gravity value computed on the
 KA1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1531.degrees latitude (g = 980.6199 gals.).
 KA1531
 KA1531.The modeled gravity was interpolated from observed gravity values.
 KA1531
 KA1531;                    North         East    Units  Estimated Accuracy
 KA1531;SPC IL E     -   331,730.      331,540.      MT  (+/- 180 meters Scaled)
 KA1531
 KA1531                          SUPERSEDED SURVEY CONTROL
 KA1531
 KA1531  NGVD 29 (??/??/92)  198.812  (m)          652.27   (f) ADJ UNCH    1 2
 KA1531
 KA1531.Superseded values are not recommended for survey control.
 KA1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1531.See file dsdata.txt to determine how the superseded data were derived.
 KA1531
 KA1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ171898(NAD 83)
 KA1531_MARKER: DB = BENCH MARK DISK
 KA1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1531_STAMPING: B 179 1956
 KA1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1531+STABILITY: SURFACE MOTION
 KA1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1531+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 KA1531
 KA1531  HISTORY     - Date     Condition        Report By
 KA1531  HISTORY     - 1956     MONUMENTED       CGS
 KA1531  HISTORY     - 20050304 GOOD             ILDT
 KA1531
 KA1531                          STATION DESCRIPTION
 KA1531
 KA1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1531'3 MI E FROM OAKLAND.
 KA1531'ABOUT 2.95 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1531'STATION AT OAKLAND, IN SECTION 21, T.14 N., R.14 W., AT
 KA1531'CROSSING OF THE COLES-EDGAR COUNTY LINE ROAD NORTH-SOUTH, 45 FEET
 KA1531'NORTH OF NORTH RAIL, 58 FEET NORTHWEST OF CENTER OF CROSSING, 34
 KA1531'FEET WEST OF CENTER LINE OF ROAD, 4 FEET WEST OF A FENCE CORNER,
 KA1531'3 FEET SOUTHEAST OF A POWER POLE, 1 1/2 FEET SOUTH OF A FENCE
 KA1531'LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 KA1531'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 KA1531'PROJECTING 4 INCHES.
 KA1531
 KA1531                          STATION RECOVERY (2005)
 KA1531
 KA1531'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1531'TO REACH FROM THE INTERSECTION OF IL-133 AND CR 2800E, GO NORTH ALONG
 KA1531'2800E +- 0.3 MI TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1902 ***********************************************************************
 ME1902  DESIGNATION -  B 18
 ME1902  PID         -  ME1902
 ME1902  STATE/COUNTY-  IL/COOK
 ME1902  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1902
 ME1902                         *CURRENT SURVEY CONTROL
 ME1902  ___________________________________________________________________
 ME1902* NAD 83(1986)-  41 53 57.     (N)    087 39 27.     (W)     SCALED    
 ME1902* NAVD 88     -       184.239  (meters)     604.46   (feet)  ADJUSTED  
 ME1902  ___________________________________________________________________
 ME1902  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1902  DYNAMIC HT  -         184.177 (meters)     604.25  (feet)  COMP
 ME1902  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 ME1902
 ME1902  VERT ORDER  -  SECOND    CLASS 0
 ME1902
 ME1902.The horizontal coordinates were scaled from a topographic map and have
 ME1902.an estimated accuracy of +/- 6 seconds.
 ME1902
 ME1902.The orthometric height was determined by differential leveling
 ME1902.and adjusted by the National Geodetic Survey in June 1991..
 ME1902
 ME1902.The geoid height was determined by GEOID03.
 ME1902
 ME1902.The dynamic height is computed by dividing the NAVD 88
 ME1902.geopotential number by the normal gravity value computed on the
 ME1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1902.degrees latitude (g = 980.6199 gals.).
 ME1902
 ME1902.The modeled gravity was interpolated from observed gravity values.
 ME1902
 ME1902;                    North         East    Units  Estimated Accuracy
 ME1902;SPC IL E     -   581,120.      356,080.      MT  (+/- 180 meters Scaled)
 ME1902
 ME1902                          SUPERSEDED SURVEY CONTROL
 ME1902
 ME1902  NGVD 29 (??/??/92)  184.322  (m)          604.73   (f) ADJ UNCH    2 0
 ME1902
 ME1902.Superseded values are not recommended for survey control.
 ME1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1902.See file dsdata.txt to determine how the superseded data were derived.
 ME1902
 ME1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM454387(NAD 83)
 ME1902_MARKER: DB = BENCH MARK DISK
 ME1902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1902_SP_SET: ABUTMENT
 ME1902_STAMPING: B 18 1934
 ME1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1902
 ME1902  HISTORY     - Date     Condition        Report By
 ME1902  HISTORY     - 1934     MONUMENTED       CGS
 ME1902  HISTORY     - 1946     GOOD             CNWRR
 ME1902
 ME1902                          STATION DESCRIPTION
 ME1902
 ME1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1902'AT CHICAGO.
 ME1902'AT CHICAGO, COOK COUNTY, ON THE CHICAGO AND NORTH WESTERN
 ME1902'RAILWAY, 51 FEET WEST OF SIGNAL BRIDGE N, AT THE RACINE AVENUE
 ME1902'SUBWAY, IN THE TOP OF THE SOUTH CORNER OF THE SOUTHWEST CONCRETE
 ME1902'ABUTMENT, 9 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 2.5
 ME1902'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE RETAINING
 ME1902'WALL ADJACENT TO THE ABUTMENT, AND 1.5 FEET BELOW THE LEVEL OF
 ME1902'THE TRACK.  A STANDARD DISK, STAMPED B 18 1934.
 ME1902
 ME1902                          STATION RECOVERY (1946)
 ME1902
 ME1902'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1946
 ME1902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1313 ***********************************************************************
 JA1313  DESIGNATION -  B 182
 JA1313  PID         -  JA1313
 JA1313  STATE/COUNTY-  IL/LAWRENCE
 JA1313  USGS QUAD   -  RUSSELLVILLE (1977)
 JA1313
 JA1313                         *CURRENT SURVEY CONTROL
 JA1313  ___________________________________________________________________
 JA1313* NAD 83(1986)-  38 48 59.     (N)    087 31 53.     (W)     SCALED    
 JA1313* NAVD 88     -       129.524  (meters)     424.95   (feet)  ADJUSTED  
 JA1313  ___________________________________________________________________
 JA1313  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JA1313  DYNAMIC HT  -         129.445 (meters)     424.69  (feet)  COMP
 JA1313  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 JA1313
 JA1313  VERT ORDER  -  FIRST     CLASS II
 JA1313
 JA1313.The horizontal coordinates were scaled from a topographic map and have
 JA1313.an estimated accuracy of +/- 6 seconds.
 JA1313
 JA1313.The orthometric height was determined by differential leveling
 JA1313.and adjusted by the National Geodetic Survey in June 1991..
 JA1313
 JA1313.The geoid height was determined by GEOID03.
 JA1313
 JA1313.The dynamic height is computed by dividing the NAVD 88
 JA1313.geopotential number by the normal gravity value computed on the
 JA1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1313.degrees latitude (g = 980.6199 gals.).
 JA1313
 JA1313.The modeled gravity was interpolated from observed gravity values.
 JA1313
 JA1313;                    North         East    Units  Estimated Accuracy
 JA1313;SPC IL E     -   238,900.      369,650.      MT  (+/- 180 meters Scaled)
 JA1313
 JA1313                          SUPERSEDED SURVEY CONTROL
 JA1313
 JA1313  NGVD 29 (??/??/92)  129.655  (m)          425.38   (f) ADJ UNCH    1 2
 JA1313
 JA1313.Superseded values are not recommended for survey control.
 JA1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1313.See file dsdata.txt to determine how the superseded data were derived.
 JA1313
 JA1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH538965(NAD 83)
 JA1313_MARKER: DB = BENCH MARK DISK
 JA1313_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JA1313_SP_SET: 50 FEET
 JA1313_STAMPING: B 182 1956
 JA1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1313
 JA1313  HISTORY     - Date     Condition        Report By
 JA1313  HISTORY     - 1956     MONUMENTED       CGS
 JA1313
 JA1313                          STATION DESCRIPTION
 JA1313
 JA1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1313'AT RUSSELLVILLE.
 JA1313'AT RUSSELLVILLE, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 33
 JA1313'FROM THE SCHOOL, IN SECTION 4, T.4 N., R. 10 W., AT AN EAST-WEST
 JA1313'CROSSROAD (ROAD EAST EXTENDS TO OLD FERRY LANDING ON WABASH
 JA1313'RIVER), 42 FEET WEST OF CENTER LINE OF HIGHWAY, 45 FEET SOUTH
 JA1313'OF CENTER LINE OF RAOD WEST, 63 FEET SOUTHWEST OF CENTER OF
 JA1313'INTERSECTION, 35 1/2 FEET SOUTH-SOUTHWEST OF WEST END OF SOUTH
 JA1313'HEAD WALL OF A 2-FOOT CONCRETE CULVERT UNDER ROAD WEST, 16 FEET
 JA1313'NORTH OF CENTER OF A FARM GATE, 27 FEET SOUTH OF A FENCE CORNER,
 JA1313'1 FOOT EAST OF A FENCE LINE, 3 FEET ABOVE LEVEL OF HIGHWAY,
 JA1313'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IS A DISK
 JA1313'ON TOP OF A COPPER-COATED STEEL ROD ABOUT FLUSH WITH GROUND AND
 JA1313'PROTECTED BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD IS
 JA1313'DRIVEN TO A DEPTH OF 50-FEET IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1299 ***********************************************************************
 KA1299  DESIGNATION -  B 183
 KA1299  PID         -  KA1299
 KA1299  STATE/COUNTY-  IL/CLARK
 KA1299  USGS QUAD   -  WEST UNION (1966)
 KA1299
 KA1299                         *CURRENT SURVEY CONTROL
 KA1299  ___________________________________________________________________
 KA1299* NAD 83(1997)-  39 12 04.96421(N)    087 38 17.28148(W)     ADJUSTED  
 KA1299* NAVD 88     -       139.996  (meters)     459.30   (feet)  ADJUSTED  
 KA1299  ___________________________________________________________________
 KA1299  X           -     203,964.416 (meters)                     COMP
 KA1299  Y           -  -4,945,106.426 (meters)                     COMP
 KA1299  Z           -   4,009,734.744 (meters)                     COMP
 KA1299  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KA1299  ELLIP HEIGHT-         107.85  (meters)          (12/06/04) GPS OBS
 KA1299  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KA1299  DYNAMIC HT  -         139.914 (meters)     459.03  (feet)  COMP
 KA1299  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 KA1299
 KA1299  HORZ ORDER  -  FIRST
 KA1299  VERT ORDER  -  FIRST     CLASS II
 KA1299  ELLP ORDER  -  FOURTH    CLASS I
 KA1299
 KA1299.The horizontal coordinates were established by GPS observations
 KA1299.and adjusted by the National Geodetic Survey in December 2002..
 KA1299
 KA1299.The orthometric height was determined by differential leveling
 KA1299.and adjusted by the National Geodetic Survey in June 1991..
 KA1299
 KA1299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1299
 KA1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1299
 KA1299.The ellipsoidal height was determined by GPS observations
 KA1299.and is referenced to NAD 83.
 KA1299
 KA1299.The geoid height was determined by GEOID03.
 KA1299
 KA1299.The dynamic height is computed by dividing the NAVD 88
 KA1299.geopotential number by the normal gravity value computed on the
 KA1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1299.degrees latitude (g = 980.6199 gals.).
 KA1299
 KA1299.The modeled gravity was interpolated from observed gravity values.
 KA1299
 KA1299;                    North         East     Units Scale Factor Converg.
 KA1299;SPC IL E     -   281,564.320   360,050.357   MT  1.00001938   +0 26 21.9
 KA1299;SPC IL E     -   923,765.61  1,181,265.21   sFT  1.00001938   +0 26 21.9
 KA1299;UTM  16      - 4,339,318.151   444,899.624   MT  0.99963738   -0 24 12.0
 KA1299
 KA1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1299!SPC IL E     -   0.99998308  x   1.00001938  =   1.00000246
 KA1299!UTM  16      -   0.99998308  x   0.99963738  =   0.99962047
 KA1299
 KA1299                          SUPERSEDED SURVEY CONTROL
 KA1299
 KA1299  ELLIP H (12/18/02)  107.86   (m)                       GP(       ) 4 2
 KA1299  NAVD 88 (12/18/02)  140.00   (m)          459.3    (f) LEVELING    3  
 KA1299  NGVD 29 (??/??/92)  140.116  (m)          459.70   (f) ADJ UNCH    1 2
 KA1299
 KA1299.Superseded values are not recommended for survey control.
 KA1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1299.See file dsdata.txt to determine how the superseded data were derived.
 KA1299
 KA1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4490039318(NAD 83)
 KA1299_MARKER: DB = BENCH MARK DISK
 KA1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1299_STAMPING: B 183 1956
 KA1299_MARK LOGO: CGS   
 KA1299_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1299+STABILITY: SURFACE MOTION
 KA1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1299+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 KA1299
 KA1299  HISTORY     - Date     Condition        Report By
 KA1299  HISTORY     - 1956     MONUMENTED       CGS
 KA1299  HISTORY     - 19860826 GOOD             NGS
 KA1299  HISTORY     - 20001229 GOOD             ZAMBRA
 KA1299  HISTORY     - 20050210 GOOD             ILDT
 KA1299
 KA1299                          STATION DESCRIPTION
 KA1299
 KA1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1299'2.2 MI N FROM YORK.
 KA1299'2.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT YORK,
 KA1299'AT AN EAST-WEST CROSSROAD, 55 FEET WEST OF CENTER LINE OF ROAD,
 KA1299'57 FEET WEST-NORTHWEST OF CENTER OF INTERSECTION, 14 FEET NORTH
 KA1299'OF CENTER LINE OF ROAD WEST, 38 FEET WEST OF WEST END OF AN 18-INCH
 KA1299'PIPE CULVERT UNDER NORTH-SOUTH ROAD, 5 1/2 FEET EAST OF A
 KA1299'TELEPHONE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 KA1299'1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 KA1299'POST PROJECTING 2 INCHES.
 KA1299
 KA1299                          STATION RECOVERY (1986)
 KA1299
 KA1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RLR)
 KA1299'FROM THE POST OFFICE IN WEST UNION, GO EAST ON COUNTY ROAD 450 N FOR
 KA1299'1.3 MILES (2.1 KM) TO A SIDE ROAD RIGHT, COUNTY ROAD 2020 E, TURN
 KA1299'RIGHT AND GO SOUTH ON COUNTY ROAD 2020 E FOR 1.1 MILES (1.8 KM) TO A
 KA1299'CROSSROAD, COUNTY ROAD 350 N AND THE MARK ON RIGHT.  55.0 FEET (16.8
 KA1299'M) WEST FROM THE CENTER OF COUNTY ROAD 2020 E, 14.0 FEET (4.3 M) NORTH
 KA1299'FROM THE CENTER OF COUNTY ROAD 350 N, 5.5 FEET (1.7 M) EAST FROM A
 KA1299'SAWED OFF UTILITY POLE AND A TELEPHONE JUNCTION BOX AND 5.0 FEET (1.5
 KA1299'M) EAST FROM A WITNESS POST, 8 INCHES BELOW GROUND.
 KA1299
 KA1299                          STATION RECOVERY (2000)
 KA1299
 KA1299'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KA1299'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KA1299'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KA1299' 
 KA1299'
 KA1299
 KA1299                          STATION RECOVERY (2005)
 KA1299
 KA1299'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1465 ***********************************************************************
 KA1465  DESIGNATION -  B 184
 KA1465  PID         -  KA1465
 KA1465  STATE/COUNTY-  IL/EDGAR
 KA1465  USGS QUAD   -  BROCTON (1982)
 KA1465
 KA1465                         *CURRENT SURVEY CONTROL
 KA1465  ___________________________________________________________________
 KA1465* NAD 83(1986)-  39 44 30.     (N)    087 53 35.     (W)     SCALED    
 KA1465* NAVD 88     -       205.684  (meters)     674.81   (feet)  ADJUSTED  
 KA1465  ___________________________________________________________________
 KA1465  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1465  DYNAMIC HT  -         205.575 (meters)     674.46  (feet)  COMP
 KA1465  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 KA1465
 KA1465  VERT ORDER  -  FIRST     CLASS II
 KA1465
 KA1465.The horizontal coordinates were scaled from a topographic map and have
 KA1465.an estimated accuracy of +/- 6 seconds.
 KA1465
 KA1465.The orthometric height was determined by differential leveling
 KA1465.and adjusted by the National Geodetic Survey in June 1991..
 KA1465
 KA1465.The geoid height was determined by GEOID03.
 KA1465
 KA1465.The dynamic height is computed by dividing the NAVD 88
 KA1465.geopotential number by the normal gravity value computed on the
 KA1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1465.degrees latitude (g = 980.6199 gals.).
 KA1465
 KA1465.The modeled gravity was interpolated from observed gravity values.
 KA1465
 KA1465;                    North         East    Units  Estimated Accuracy
 KA1465;SPC IL E     -   341,410.      337,740.      MT  (+/- 180 meters Scaled)
 KA1465
 KA1465                          SUPERSEDED SURVEY CONTROL
 KA1465
 KA1465  NGVD 29 (??/??/92)  205.758  (m)          675.06   (f) ADJ UNCH    1 2
 KA1465
 KA1465.Superseded values are not recommended for survey control.
 KA1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1465.See file dsdata.txt to determine how the superseded data were derived.
 KA1465
 KA1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ234994(NAD 83)
 KA1465_MARKER: DB = BENCH MARK DISK
 KA1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1465_STAMPING: B 184 1956
 KA1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1465+STABILITY: SURFACE MOTION
 KA1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1465+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 KA1465
 KA1465  HISTORY     - Date     Condition        Report By
 KA1465  HISTORY     - 1956     MONUMENTED       CGS
 KA1465  HISTORY     - 20050622 GOOD             CHAST
 KA1465
 KA1465                          STATION DESCRIPTION
 KA1465
 KA1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1465'2.8 MI NE FROM BROCTON.
 KA1465'ABOUT 2.75 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1465'LOUIS RAILROAD FROM THE STATION AT BROCTON, IN SECTION 20, T.
 KA1465'15 N., R. 13 W., AT A NORTH-SOUTH ROAD CROSSING, 19 1/2 FEET
 KA1465'NORTHWEST OF NORTHWEST RAIL, 39 FEET EAST OF CENTER LINE OF ROAD,
 KA1465'70 FEET NORTH-NORTHEAST OF CENTER OF CROSSING, 45 FEET NORTHWEST
 KA1465'AND ACROSS TRACK FROM TELEPHONE POLE NO. 294/20, 104 FEET
 KA1465'SOUTH-SOUTHWEST OF SOUTHWEST FACE OF ABANDONED BRICK STRUCTURE
 KA1465'(OLD BRICK SILO), 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 KA1465'POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 KA1465'CONCRETE POST PROJECTING 4 INCHES.
 KA1465
 KA1465                          STATION RECOVERY (2005)
 KA1465
 KA1465'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2005 (JRA)
 KA1465'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0367 ***********************************************************************
 LC0367  DESIGNATION -  B 185
 LC0367  PID         -  LC0367
 LC0367  STATE/COUNTY-  IL/CHAMPAIGN
 LC0367  USGS QUAD   -  BONDVILLE (1975)
 LC0367
 LC0367                         *CURRENT SURVEY CONTROL
 LC0367  ___________________________________________________________________
 LC0367* NAD 83(1986)-  40 02 21.     (N)    088 15 13.     (W)     SCALED    
 LC0367* NAVD 88     -       225.243  (meters)     738.98   (feet)  ADJUSTED  
 LC0367  ___________________________________________________________________
 LC0367  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0367  DYNAMIC HT  -         225.129 (meters)     738.61  (feet)  COMP
 LC0367  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 LC0367
 LC0367  VERT ORDER  -  SECOND    CLASS 0
 LC0367
 LC0367.The horizontal coordinates were scaled from a topographic map and have
 LC0367.an estimated accuracy of +/- 6 seconds.
 LC0367
 LC0367.The orthometric height was determined by differential leveling
 LC0367.and adjusted by the National Geodetic Survey in June 1991..
 LC0367
 LC0367.The geoid height was determined by GEOID03.
 LC0367
 LC0367.The dynamic height is computed by dividing the NAVD 88
 LC0367.geopotential number by the normal gravity value computed on the
 LC0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0367.degrees latitude (g = 980.6199 gals.).
 LC0367
 LC0367.The modeled gravity was interpolated from observed gravity values.
 LC0367
 LC0367;                    North         East    Units  Estimated Accuracy
 LC0367;SPC IL E     -   374,350.      306,800.      MT  (+/- 180 meters Scaled)
 LC0367
 LC0367                          SUPERSEDED SURVEY CONTROL
 LC0367
 LC0367  NGVD 29 (??/??/92)  225.285  (m)          739.12   (f) ADJ UNCH    2 0
 LC0367
 LC0367.Superseded values are not recommended for survey control.
 LC0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0367.See file dsdata.txt to determine how the superseded data were derived.
 LC0367
 LC0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK930328(NAD 83)
 LC0367_MARKER: DB = BENCH MARK DISK
 LC0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0367_SP_SET: CULVERT
 LC0367_STAMPING: B 185 1958
 LC0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0367
 LC0367  HISTORY     - Date     Condition        Report By
 LC0367  HISTORY     - 1958     MONUMENTED       CGS
 LC0367  HISTORY     - 1959     GOOD             NGS
 LC0367  HISTORY     - 1973     POOR             NGS
 LC0367  HISTORY     - 1976     POOR             NGS
 LC0367  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 LC0367
 LC0367                          STATION DESCRIPTION
 LC0367
 LC0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0367'5.4 MI S FROM CHAMPAIGN.
 LC0367'ABOUT 5.35 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0367'WITH U.S. HIGHWAY 150 AND STATE HIGHWAY 10 IN CHAMPAIGN, ABOUT 1.1
 LC0367'MILES SOUTH OF THE POST OFFICE AT SAVOY, AT THE JUNCTION OF THE
 LC0367'CONCRETE PAVED ROAD WEST TO THE UNIVERSITY OF ILLINOIS AIRPORT,
 LC0367'SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 3-FOOT
 LC0367'CONCRETE PIPE CULVERT UNDER THE ROAD WEST, 39 FEET WEST OF THE
 LC0367'CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF THE CENTER LINE OF
 LC0367'THE ROAD WEST, 59 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 LC0367'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- THE MARK
 LC0367'MAY BE REACHED FROM TOLONA, CHAMPAIGN COUNTY, BY GOING NORTH
 LC0367'ALONG U.S. 45 FOR 4.15 MILES FROM ITS JUNCTION WITH THE WABASH
 LC0367'RAILROAD IN TOLONA.
 LC0367
 LC0367                          STATION RECOVERY (1973)
 LC0367
 LC0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0367'MARK RECOVERED IN POOR CONDITION.
 LC0367
 LC0367                          STATION RECOVERY (1976)
 LC0367
 LC0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0367'MARK RECOVERED IN POOR CONDITION.
 LC0367
 LC0367                          STATION RECOVERY (2005)
 LC0367
 LC0367'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0718 ***********************************************************************
 HB0718  DESIGNATION -  B 189
 HB0718  PID         -  HB0718
 HB0718  STATE/COUNTY-  IL/WILLIAMSON
 HB0718  USGS QUAD   -  CRAB ORCHARD LAKE (1996)
 HB0718
 HB0718                         *CURRENT SURVEY CONTROL
 HB0718  ___________________________________________________________________
 HB0718* NAD 83(1986)-  37 44 54.     (N)    089 00 53.     (W)     SCALED    
 HB0718* NAVD 88     -       138.831  (meters)     455.48   (feet)  ADJUSTED  
 HB0718  ___________________________________________________________________
 HB0718  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HB0718  DYNAMIC HT  -         138.736 (meters)     455.17  (feet)  COMP
 HB0718  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 HB0718
 HB0718  VERT ORDER  -  SECOND    CLASS 0
 HB0718
 HB0718.This mark is at Williamson Co Regional Airport (MWA)
 HB0718
 HB0718.The horizontal coordinates were scaled from a topographic map and have
 HB0718.an estimated accuracy of +/- 6 seconds.
 HB0718
 HB0718.The orthometric height was determined by differential leveling
 HB0718.and adjusted by the National Geodetic Survey in June 1991..
 HB0718
 HB0718.The geoid height was determined by GEOID03.
 HB0718
 HB0718.The dynamic height is computed by dividing the NAVD 88
 HB0718.geopotential number by the normal gravity value computed on the
 HB0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0718.degrees latitude (g = 980.6199 gals.).
 HB0718
 HB0718.The modeled gravity was interpolated from observed gravity values.
 HB0718
 HB0718;                    North         East    Units  Estimated Accuracy
 HB0718;SPC IL E     -   120,260.      239,950.      MT  (+/- 180 meters Scaled)
 HB0718
 HB0718                          SUPERSEDED SURVEY CONTROL
 HB0718
 HB0718  NGVD 29 (??/??/??)  138.924  (m)          455.79   (f) ADJUSTED    2 0
 HB0718
 HB0718.Superseded values are not recommended for survey control.
 HB0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0718.See file dsdata.txt to determine how the superseded data were derived.
 HB0718
 HB0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG225798(NAD 83)
 HB0718_MARKER: DB = BENCH MARK DISK
 HB0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0718_SP_SET: LAMP POST BASE
 HB0718_STAMPING: B 189 1965
 HB0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0718
 HB0718  HISTORY     - Date     Condition        Report By
 HB0718  HISTORY     - 1965     MONUMENTED       CGS
 HB0718  HISTORY     - 1974     GOOD             NGS
 HB0718  HISTORY     - 1978     GOOD             NGS
 HB0718  HISTORY     - 1978     GOOD             NGS
 HB0718  HISTORY     - 1978     GOOD             NGS
 HB0718  HISTORY     - 20020602 GOOD             ILDT
 HB0718
 HB0718                          STATION DESCRIPTION
 HB0718
 HB0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HB0718'3 MI E FROM CRAINSVILLE.
 HB0718'AT THE WILLIAMSON COUNTY AIRPORT, IN THE CENTER ISLAND OF THE
 HB0718'EAST PARKING LOT, 70 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HB0718'THE TERMINAL BUILDING, 35 FEET EAST OF THE CENTERLINE OF THE
 HB0718'AIRPORT ACCESS ROAD, IN THE BASE OF THE WESTERN ONE OF TWO LAMP
 HB0718'POSTS ON THE ISLAND.  THE MARK IS A STANDARD BM DISK STAMPED
 HB0718'B 189 1965. NOTE-- THE BM IS LOCATED 200 FT WEST OF THE CONTROL
 HB0718'TOWER IN THE BASE OF A LIGHT STANDARD.
 HB0718
 HB0718                          STATION RECOVERY (1974)
 HB0718
 HB0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HB0718'RECOVERED IN GOOD CONDITION.
 HB0718
 HB0718                          STATION RECOVERY (1978)
 HB0718
 HB0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HB0718'RECOVERED IN GOOD CONDITION.
 HB0718
 HB0718                          STATION RECOVERY (1978)
 HB0718
 HB0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HB0718'THE MARK IS LOCATED 200 FT. WEST OF THE CONTROL TOWER IN THE BASE OF
 HB0718'A LIGHT STANDARD.
 HB0718
 HB0718                          STATION RECOVERY (1978)
 HB0718
 HB0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HB0718'THE MARK IS LOCATED 200 FT. WEST OF THE CONTROL TOWER IN THE BASE OF
 HB0718'A LIGHT STANDARD.
 HB0718
 HB0718                          STATION RECOVERY (2002)
 HB0718
 HB0718'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 HB0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0225 ***********************************************************************
 NG0225  DESIGNATION -  B 19
 NG0225  PID         -  NG0225
 NG0225  STATE/COUNTY-  IL/LAKE
 NG0225  USGS QUAD   -  ZION (1993)
 NG0225
 NG0225                         *CURRENT SURVEY CONTROL
 NG0225  ___________________________________________________________________
 NG0225* NAD 83(1986)-  42 26 59.     (N)    087 49 05.     (W)     SCALED    
 NG0225* NAVD 88     -       181.706  (meters)     596.15   (feet)  ADJUSTED  
 NG0225  ___________________________________________________________________
 NG0225  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 NG0225  DYNAMIC HT  -         181.649 (meters)     595.96  (feet)  COMP
 NG0225  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 NG0225
 NG0225  VERT ORDER  -  SECOND    CLASS 0
 NG0225
 NG0225.The horizontal coordinates were scaled from a topographic map and have
 NG0225.an estimated accuracy of +/- 6 seconds.
 NG0225
 NG0225.The orthometric height was determined by differential leveling
 NG0225.and adjusted by the National Geodetic Survey in June 1991..
 NG0225
 NG0225.The geoid height was determined by GEOID03.
 NG0225
 NG0225.The dynamic height is computed by dividing the NAVD 88
 NG0225.geopotential number by the normal gravity value computed on the
 NG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0225.degrees latitude (g = 980.6199 gals.).
 NG0225
 NG0225.The modeled gravity was interpolated from observed gravity values.
 NG0225
 NG0225;                    North         East    Units  Estimated Accuracy
 NG0225;SPC IL E     -   642,180.      342,390.      MT  (+/- 180 meters Scaled)
 NG0225
 NG0225                          SUPERSEDED SURVEY CONTROL
 NG0225
 NG0225  NGVD 29 (??/??/92)  181.818  (m)          596.51   (f) ADJ UNCH    2 0
 NG0225
 NG0225.Superseded values are not recommended for survey control.
 NG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0225.See file dsdata.txt to determine how the superseded data were derived.
 NG0225
 NG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN327000(NAD 83)
 NG0225_MARKER: DB = BENCH MARK DISK
 NG0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0225_STAMPING: B 19 1934
 NG0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0225+STABILITY: SURFACE MOTION
 NG0225
 NG0225  HISTORY     - Date     Condition        Report By
 NG0225  HISTORY     - 1934     MONUMENTED       CGS
 NG0225  HISTORY     - 1974     GOOD             NGS
 NG0225  HISTORY     - 1974     MARK NOT FOUND   ILHD
 NG0225  HISTORY     - 19970502 MARK NOT FOUND   USPSQD
 NG0225  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 NG0225
 NG0225                          STATION DESCRIPTION
 NG0225
 NG0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NG0225'AT ZION.
 NG0225'AT ZION, LAKE COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NG0225'321 FEET NORTH OF THE STATION, AT A STREET CROSSING, 36 FEET
 NG0225'WEST OF THE CENTERLINE OF THE WEST TRACK, 33 FEET NORTH OF THE
 NG0225'CENTERLINE OF THE STREET, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 NG0225'THE TRACK.  A STANDARD DISK, STAMPED B 19 1934 AND SET IN THE
 NG0225'TOP OF A CONCRETE POST.
 NG0225
 NG0225                          STATION RECOVERY (1974)
 NG0225
 NG0225'RECOVERY NOTE BY IL HIGHWAY DEPT 1974
 NG0225'MARK NOT FOUND.
 NG0225
 NG0225                          STATION RECOVERY (1997)
 NG0225
 NG0225'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0225'MARK NOT FOUND.
 NG0225
 NG0225                          STATION RECOVERY (2001)
 NG0225
 NG0225'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 NG0225'BUILDING DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0917 ***********************************************************************
 MG0917  DESIGNATION -  B 190 RESET
 MG0917  PID         -  MG0917
 MG0917  STATE/COUNTY-  IL/HENRY
 MG0917  USGS QUAD   -  GENESEO (1991)
 MG0917
 MG0917                         *CURRENT SURVEY CONTROL
 MG0917  ___________________________________________________________________
 MG0917* NAD 83(1986)-  41 26 16.     (N)    090 09 20.     (W)     SCALED    
 MG0917* NAVD 88     -       191.85   (meters)     629.4    (feet)  RESET     
 MG0917  ___________________________________________________________________
 MG0917  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MG0917
 MG0917  VERT ORDER  -  THIRD
 MG0917
 MG0917.The horizontal coordinates were scaled from a topographic map and have
 MG0917.an estimated accuracy of +/- 6 seconds.
 MG0917
 MG0917.The orthometric height was computed from unverified reset data.
 MG0917.No vertical observational check was made to the station.
 MG0917
 MG0917.The geoid height was determined by GEOID03.
 MG0917
 MG0917;                    North         East    Units  Estimated Accuracy
 MG0917;SPC IL W     -   529,640.      700,930.      MT  (+/- 180 meters Scaled)
 MG0917
 MG0917                          SUPERSEDED SURVEY CONTROL
 MG0917
 MG0917  NGVD 29 (03/28/06)  191.93   (m)          629.7    (f) RESET       3  
 MG0917
 MG0917.Superseded values are not recommended for survey control.
 MG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0917.See file dsdata.txt to determine how the superseded data were derived.
 MG0917
 MG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF376912(NAD 83)
 MG0917_MARKER: DB = BENCH MARK DISK
 MG0917_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MG0917_SP_SET: ABUTMENT
 MG0917_STAMPING: B 190 RESET 1985
 MG0917_MARK LOGO: NGS   
 MG0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0917+STABILITY: SURFACE MOTION
 MG0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0917+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 MG0917
 MG0917  HISTORY     - Date     Condition        Report By
 MG0917  HISTORY     - 1985     MONUMENTED       NGS
 MG0917  HISTORY     - 19960722 GOOD             USPSQD
 MG0917  HISTORY     - 20010919 GOOD             USPSQD
 MG0917  HISTORY     - 20040609 GOOD             USPSQD
 MG0917
 MG0917                          STATION DESCRIPTION
 MG0917
 MG0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 MG0917'0.6 KM (0.35 MI) SOUTH FROM GENESEO.
 MG0917'LOCATED IN THE EAST 1/2 OF NORTHWEST 1/4 SEC. 28, T17N, R3E, IN THE
 MG0917'NORTHEAST ABUTMENT OF THE NORTH ONE OF TWO BRIDGES OVER GENESEO CREEK
 MG0917'AT THE SOUTH SIDE OF GENESEO.  TO REACH FROM THE JUNCTION OF STATE
 MG0917'HIGHWAY 82 AND U.S. HIGHWAY 6 IN THE SOUTH PART OF GENESEO, GO SOUTH
 MG0917'ON HIGHWAY 82 FOR 0.32 KM (0.20 MI) TO A ROAD RIGHT, SOUTH STATE
 MG0917'STREET.  TURN RIGHT AND GO NORTHLY TO THE SECOND BRIDGE, ABOUT 0.24
 MG0917'KM (0.15 MI) TO THE MARK ON RIGHT.
 MG0917
 MG0917                          STATION RECOVERY (1996)
 MG0917
 MG0917'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0917'RECOVERED IN GOOD CONDITION.
 MG0917
 MG0917                          STATION RECOVERY (2001)
 MG0917
 MG0917'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0917'RECOVERED IN GOOD CONDITION.
 MG0917
 MG0917                          STATION RECOVERY (2004)
 MG0917
 MG0917'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1021 ***********************************************************************
 MF1021  DESIGNATION -  B 191
 MF1021  PID         -  MF1021
 MF1021  STATE/COUNTY-  IL/BUREAU
 MF1021  USGS QUAD   -  MINERAL (1983)
 MF1021
 MF1021                         *CURRENT SURVEY CONTROL
 MF1021  ___________________________________________________________________
 MF1021* NAD 83(1986)-  41 22 50.     (N)    089 49 56.     (W)     SCALED    
 MF1021* NAVD 88     -       191.175  (meters)     627.21   (feet)  ADJUSTED  
 MF1021  ___________________________________________________________________
 MF1021  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1021  DYNAMIC HT  -         191.098 (meters)     626.96  (feet)  COMP
 MF1021  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 MF1021
 MF1021  VERT ORDER  -  SECOND    CLASS 0
 MF1021
 MF1021.The horizontal coordinates were scaled from a topographic map and have
 MF1021.an estimated accuracy of +/- 6 seconds.
 MF1021
 MF1021.The orthometric height was determined by differential leveling
 MF1021.and adjusted by the National Geodetic Survey in June 1991..
 MF1021
 MF1021.The geoid height was determined by GEOID03.
 MF1021
 MF1021.The dynamic height is computed by dividing the NAVD 88
 MF1021.geopotential number by the normal gravity value computed on the
 MF1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1021.degrees latitude (g = 980.6199 gals.).
 MF1021
 MF1021.The modeled gravity was interpolated from observed gravity values.
 MF1021
 MF1021;                    North         East    Units  Estimated Accuracy
 MF1021;SPC IL W     -   523,340.      727,970.      MT  (+/- 180 meters Scaled)
 MF1021
 MF1021                          SUPERSEDED SURVEY CONTROL
 MF1021
 MF1021  NGVD 29 (??/??/92)  191.249  (m)          627.46   (f) ADJ UNCH    2 0
 MF1021
 MF1021.Superseded values are not recommended for survey control.
 MF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1021.See file dsdata.txt to determine how the superseded data were derived.
 MF1021
 MF1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL631848(NAD 83)
 MF1021_MARKER: DB = BENCH MARK DISK
 MF1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1021_SP_SET: CULVERT
 MF1021_STAMPING: B 191 1959
 MF1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1021
 MF1021  HISTORY     - Date     Condition        Report By
 MF1021  HISTORY     - 1959     MONUMENTED       CGS
 MF1021  HISTORY     - 19951230 MARK NOT FOUND   USPSQD
 MF1021  HISTORY     - 20010509 GOOD             USPSQD
 MF1021  HISTORY     - 20060203 GOOD             USPSQD
 MF1021
 MF1021                          STATION DESCRIPTION
 MF1021
 MF1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1021'0.3 MI E FROM MINERAL.
 MF1021'ABOUT 0.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, ROCK
 MF1021'ISLAND AND PACIFIC RAILWAY STATION AT MINERAL, SET IN THE TOP
 MF1021'OF THE WEST END OF THE SOUTH HEADWALL OF A 4-FOOT CONCRETE BOX
 MF1021'CULVERT, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 MF1021'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 MF1021
 MF1021                          STATION RECOVERY (1995)
 MF1021
 MF1021'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1021'MARK NOT FOUND.
 MF1021
 MF1021                          STATION RECOVERY (2001)
 MF1021
 MF1021'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1021'RECOVERED IN GOOD CONDITION.
 MF1021
 MF1021                          STATION RECOVERY (2006)
 MF1021
 MF1021'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1096 ***********************************************************************
 MF1096  DESIGNATION -  B 192
 MF1096  PID         -  MF1096
 MF1096  STATE/COUNTY-  IL/BUREAU
 MF1096  USGS QUAD   -  BUDA NE (1983)
 MF1096
 MF1096                         *CURRENT SURVEY CONTROL
 MF1096  ___________________________________________________________________
 MF1096* NAD 83(1986)-  41 23 10.     (N)    089 33 18.     (W)     SCALED    
 MF1096* NAVD 88     -       196.810  (meters)     645.70   (feet)  ADJUSTED  
 MF1096  ___________________________________________________________________
 MF1096  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF1096  DYNAMIC HT  -         196.731 (meters)     645.44  (feet)  COMP
 MF1096  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 MF1096
 MF1096  VERT ORDER  -  SECOND    CLASS 0
 MF1096
 MF1096.The horizontal coordinates were scaled from a topographic map and have
 MF1096.an estimated accuracy of +/- 6 seconds.
 MF1096
 MF1096.The orthometric height was determined by differential leveling
 MF1096.and adjusted by the National Geodetic Survey in June 1991..
 MF1096
 MF1096.The geoid height was determined by GEOID03.
 MF1096
 MF1096.The dynamic height is computed by dividing the NAVD 88
 MF1096.geopotential number by the normal gravity value computed on the
 MF1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1096.degrees latitude (g = 980.6199 gals.).
 MF1096
 MF1096.The modeled gravity was interpolated from observed gravity values.
 MF1096
 MF1096;                    North         East    Units  Estimated Accuracy
 MF1096;SPC IL W     -   524,080.      751,160.      MT  (+/- 180 meters Scaled)
 MF1096
 MF1096                          SUPERSEDED SURVEY CONTROL
 MF1096
 MF1096  NGVD 29 (??/??/92)  196.891  (m)          645.97   (f) ADJ UNCH    2 0
 MF1096
 MF1096.Superseded values are not recommended for survey control.
 MF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1096.See file dsdata.txt to determine how the superseded data were derived.
 MF1096
 MF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL863847(NAD 83)
 MF1096_MARKER: DB = BENCH MARK DISK
 MF1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1096_SP_SET: CULVERT
 MF1096_STAMPING: B 192 1959
 MF1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1096
 MF1096  HISTORY     - Date     Condition        Report By
 MF1096  HISTORY     - 1959     MONUMENTED       CGS
 MF1096  HISTORY     - 19951202 GOOD             USPSQD
 MF1096  HISTORY     - 20010516 GOOD             USPSQD
 MF1096
 MF1096                          STATION DESCRIPTION
 MF1096
 MF1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1096'3.6 MI NE FROM WYANET.
 MF1096'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1096'BURLINGTN AND QUINCY RAILROAD STATION AT WYANET, THENCE 1.45
 MF1096'MILES NORTH ALONG GRAVEL ROAD, THENCE 0.3 MILES WEST ALONG
 MF1096'GRAVEL ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH
 MF1096'HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT, 13 FEET NORTH OF
 MF1096'THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT ABOVE THE LEVEL
 MF1096'OF THE ROAD.
 MF1096
 MF1096                          STATION RECOVERY (1995)
 MF1096
 MF1096'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1096'RECOVERED IN GOOD CONDITION.
 MF1096
 MF1096                          STATION RECOVERY (2001)
 MF1096
 MF1096'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1096'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0943 ***********************************************************************
 MF0943  DESIGNATION -  B 193
 MF0943  PID         -  MF0943
 MF0943  STATE/COUNTY-  IL/BUREAU
 MF0943  USGS QUAD   -  SPRING VALLEY (1979)
 MF0943
 MF0943                         *CURRENT SURVEY CONTROL
 MF0943  ___________________________________________________________________
 MF0943* NAD 83(1986)-  41 21 51.     (N)    089 10 52.     (W)     SCALED    
 MF0943* NAVD 88     -       194.353  (meters)     637.64   (feet)  ADJUSTED  
 MF0943  ___________________________________________________________________
 MF0943  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0943  DYNAMIC HT  -         194.276 (meters)     637.39  (feet)  COMP
 MF0943  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 MF0943
 MF0943  VERT ORDER  -  SECOND    CLASS 0
 MF0943
 MF0943.The horizontal coordinates were scaled from a topographic map and have
 MF0943.an estimated accuracy of +/- 6 seconds.
 MF0943
 MF0943.The orthometric height was determined by differential leveling
 MF0943.and adjusted by the National Geodetic Survey in June 1991..
 MF0943
 MF0943.The geoid height was determined by GEOID03.
 MF0943
 MF0943.The dynamic height is computed by dividing the NAVD 88
 MF0943.geopotential number by the normal gravity value computed on the
 MF0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0943.degrees latitude (g = 980.6199 gals.).
 MF0943
 MF0943.The modeled gravity was interpolated from observed gravity values.
 MF0943
 MF0943;                    North         East    Units  Estimated Accuracy
 MF0943;SPC IL W     -   521,940.      782,460.      MT  (+/- 180 meters Scaled)
 MF0943
 MF0943                          SUPERSEDED SURVEY CONTROL
 MF0943
 MF0943  NGVD 29 (??/??/92)  194.431  (m)          637.90   (f) ADJ UNCH    2 0
 MF0943
 MF0943.Superseded values are not recommended for survey control.
 MF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0943.See file dsdata.txt to determine how the superseded data were derived.
 MF0943
 MF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL175814(NAD 83)
 MF0943_MARKER: DB = BENCH MARK DISK
 MF0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0943_SP_SET: ABUTMENT
 MF0943_STAMPING: B 193 1959
 MF0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0943+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 MF0943
 MF0943  HISTORY     - Date     Condition        Report By
 MF0943  HISTORY     - 1959     MONUMENTED       CGS
 MF0943  HISTORY     - 19960401 GOOD             USPSQD
 MF0943  HISTORY     - 20010606 GOOD             USPSQD
 MF0943
 MF0943                          STATION DESCRIPTION
 MF0943
 MF0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0943'5 MI N FROM SPRING VALLEY.
 MF0943'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0943'STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 1.9 MILES EAST ALONG
 MF0943'A GRAVEL ROAD, ABOUT 0.25 MILES WEST OF A BLACKTOP ROAD SOUTH,
 MF0943'SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE
 MF0943'CONCRETE BRIDGE OF THE EAST BOUND LANE OF THE NEW FEDERAL
 MF0943'HIGHWAY OVER THE RAILROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE
 MF0943'EAST BOUND LANE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 MF0943
 MF0943                          STATION RECOVERY (1996)
 MF0943
 MF0943'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0943'RECOVERED IN GOOD CONDITION.
 MF0943
 MF0943                          STATION RECOVERY (2001)
 MF0943
 MF0943'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0142 ***********************************************************************
 MG0142  DESIGNATION -  B 194
 MG0142  PID         -  MG0142
 MG0142  STATE/COUNTY-  IL/HENRY
 MG0142  USGS QUAD   -  GREEN ROCK (1992)
 MG0142
 MG0142                         *CURRENT SURVEY CONTROL
 MG0142  ___________________________________________________________________
 MG0142* NAD 83(1986)-  41 24 40.     (N)    090 19 49.     (W)     SCALED    
 MG0142* NAVD 88     -       220.607  (meters)     723.77   (feet)  ADJUSTED  
 MG0142  ___________________________________________________________________
 MG0142  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0142  DYNAMIC HT  -         220.520 (meters)     723.49  (feet)  COMP
 MG0142  MODELED GRAV-     980,226.7   (mgal)                       NAVD 88
 MG0142
 MG0142  VERT ORDER  -  SECOND    CLASS 0
 MG0142
 MG0142.The horizontal coordinates were scaled from a topographic map and have
 MG0142.an estimated accuracy of +/- 6 seconds.
 MG0142
 MG0142.The orthometric height was determined by differential leveling
 MG0142.and adjusted by the National Geodetic Survey in June 1991..
 MG0142
 MG0142.The geoid height was determined by GEOID03.
 MG0142
 MG0142.The dynamic height is computed by dividing the NAVD 88
 MG0142.geopotential number by the normal gravity value computed on the
 MG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0142.degrees latitude (g = 980.6199 gals.).
 MG0142
 MG0142.The modeled gravity was interpolated from observed gravity values.
 MG0142
 MG0142;                    North         East    Units  Estimated Accuracy
 MG0142;SPC IL W     -   526,690.      686,320.      MT  (+/- 180 meters Scaled)
 MG0142
 MG0142                          SUPERSEDED SURVEY CONTROL
 MG0142
 MG0142  NGVD 29 (??/??/92)  220.684  (m)          724.03   (f) ADJ UNCH    2 0
 MG0142
 MG0142.Superseded values are not recommended for survey control.
 MG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0142.See file dsdata.txt to determine how the superseded data were derived.
 MG0142
 MG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF231878(NAD 83)
 MG0142_MARKER: DB = BENCH MARK DISK
 MG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0142_STAMPING: B 194 1959
 MG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0142+STABILITY: SURFACE MOTION
 MG0142
 MG0142  HISTORY     - Date     Condition        Report By
 MG0142  HISTORY     - 1959     MONUMENTED       CGS
 MG0142  HISTORY     - 19880401 MARK NOT FOUND   USPSQD
 MG0142  HISTORY     - 19960715 MARK NOT FOUND   USPSQD
 MG0142  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0142
 MG0142                          STATION DESCRIPTION
 MG0142
 MG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0142'2.3 MI E FROM WARNER.
 MG0142'ABOUT 0.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0142'RAILROAD FROM THE STATION SIGN AT WARNER, THENCE 2.2 MILES EAST
 MG0142'ALONG AN OILED ROAD, ABOUT 0.35 MILES EAST OF A NORTH-SOUTH CROSS
 MG0142'ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 MG0142'EAST-NORTHEAST OF THE EAST END OF A BOARD GATE, 1.5 FEET NORTH
 MG0142'OF FENCE LINE, 3.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST,
 MG0142'ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 MG0142'PROJECTING 6 INCHES.
 MG0142
 MG0142                          STATION RECOVERY (1988)
 MG0142
 MG0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0142'MARK NOT FOUND.
 MG0142
 MG0142                          STATION RECOVERY (1996)
 MG0142
 MG0142'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0142'MARK NOT FOUND.
 MG0142
 MG0142                          STATION RECOVERY (2001)
 MG0142
 MG0142'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0656 ***********************************************************************
 MG0656  DESIGNATION -  B 194 RESET
 MG0656  PID         -  MG0656
 MG0656  STATE/COUNTY-  IL/HENRY
 MG0656  USGS QUAD   -  GREEN ROCK (1992)
 MG0656
 MG0656                         *CURRENT SURVEY CONTROL
 MG0656  ___________________________________________________________________
 MG0656* NAD 83(1986)-  41 24 40.     (N)    090 19 49.     (W)     SCALED    
 MG0656* NAVD 88     -       215.53   (+/-2cm)     707.1    (feet)  VERTCON   
 MG0656  ___________________________________________________________________
 MG0656  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0656
 MG0656  VERT ORDER  -  THIRD (See Below)
 MG0656
 MG0656.The horizontal coordinates were scaled from a topographic map and have
 MG0656.an estimated accuracy of +/- 6 seconds.
 MG0656
 MG0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0656.The vertical order pertains to the NGVD 29 superseded value.
 MG0656
 MG0656.The geoid height was determined by GEOID03.
 MG0656
 MG0656;                    North         East    Units  Estimated Accuracy
 MG0656;SPC IL W     -   526,690.      686,320.      MT  (+/- 180 meters Scaled)
 MG0656
 MG0656                          SUPERSEDED SURVEY CONTROL
 MG0656
 MG0656  NGVD 29 (03/28/06)  215.61   (m)          707.4    (f) RESET       3  
 MG0656
 MG0656.Superseded values are not recommended for survey control.
 MG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0656.See file dsdata.txt to determine how the superseded data were derived.
 MG0656
 MG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF231878(NAD 83)
 MG0656_MARKER: DB = BENCH MARK DISK
 MG0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0656_STAMPING: B 194 RESET 1967
 MG0656_PROJECTION: PROJECTING 5 CENTIMETERS
 MG0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0656+STABILITY: SURFACE MOTION
 MG0656
 MG0656  HISTORY     - Date     Condition        Report By
 MG0656  HISTORY     - 1967     MONUMENTED       NGS
 MG0656  HISTORY     - 19960715 MARK NOT FOUND   USPSQD
 MG0656  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0656  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0656
 MG0656                          STATION DESCRIPTION
 MG0656
 MG0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MG0656'2.5 MI EAST FROM WARNER.
 MG0656'0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 MG0656'THE STATION SIGN IN WARNER, THENCE 2.2 MILES EAST ALONG AN OILED ROAD,
 MG0656'THENCE 0.15 MILE SOUTH ALONG AN OILED ROAD, IN FENCE CORNER IN THE
 MG0656'CENTER OF ABANDONED ROAD BED AND 0.25 OF A MILE EAST OF A CROSS ROAD.
 MG0656'AT THE PROPERTY LINE OF ELMER BLANK AND RAY JOHNSON.
 MG0656'THE MARK IS 1 FT  W FROM A WITNESS POST.
 MG0656
 MG0656                          STATION RECOVERY (1996)
 MG0656
 MG0656'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0656'MARK NOT FOUND.
 MG0656
 MG0656                          STATION RECOVERY (2001)
 MG0656
 MG0656'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0656'MARK NOT FOUND.
 MG0656
 MG0656                          STATION RECOVERY (2004)
 MG0656
 MG0656'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0204 ***********************************************************************
 MG0204  DESIGNATION -  B 195
 MG0204  PID         -  MG0204
 MG0204  STATE/COUNTY-  IL/HENRY
 MG0204  USGS QUAD   -  WOODHULL (1992)
 MG0204
 MG0204                         *CURRENT SURVEY CONTROL
 MG0204  ___________________________________________________________________
 MG0204* NAD 83(1986)-  41 11 42.     (N)    090 20 59.     (W)     SCALED    
 MG0204* NAVD 88     -       247.389  (meters)     811.64   (feet)  ADJUSTED  
 MG0204  ___________________________________________________________________
 MG0204  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0204  DYNAMIC HT  -         247.286 (meters)     811.30  (feet)  COMP
 MG0204  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 MG0204
 MG0204  VERT ORDER  -  SECOND    CLASS 0
 MG0204
 MG0204.The horizontal coordinates were scaled from a topographic map and have
 MG0204.an estimated accuracy of +/- 6 seconds.
 MG0204
 MG0204.The orthometric height was determined by differential leveling
 MG0204.and adjusted by the National Geodetic Survey in June 1991..
 MG0204
 MG0204.The geoid height was determined by GEOID03.
 MG0204
 MG0204.The dynamic height is computed by dividing the NAVD 88
 MG0204.geopotential number by the normal gravity value computed on the
 MG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0204.degrees latitude (g = 980.6199 gals.).
 MG0204
 MG0204.The modeled gravity was interpolated from observed gravity values.
 MG0204
 MG0204;                    North         East    Units  Estimated Accuracy
 MG0204;SPC IL W     -   502,700.      684,650.      MT  (+/- 180 meters Scaled)
 MG0204
 MG0204                          SUPERSEDED SURVEY CONTROL
 MG0204
 MG0204  NGVD 29 (??/??/92)  247.447  (m)          811.83   (f) ADJ UNCH    2 0
 MG0204
 MG0204.Superseded values are not recommended for survey control.
 MG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0204.See file dsdata.txt to determine how the superseded data were derived.
 MG0204
 MG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF222637(NAD 83)
 MG0204_MARKER: DB = BENCH MARK DISK
 MG0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0204_STAMPING: B 195 1959
 MG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0204+STABILITY: SURFACE MOTION
 MG0204
 MG0204  HISTORY     - Date     Condition        Report By
 MG0204  HISTORY     - 1959     MONUMENTED       CGS
 MG0204  HISTORY     - 19960710 GOOD             USPSQD
 MG0204  HISTORY     - 20011031 GOOD             USPSQD
 MG0204  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MG0204
 MG0204                          STATION DESCRIPTION
 MG0204
 MG0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0204'1.6 MI E FROM ALPHA.
 MG0204'ABOUT 1.55 MILES EAST ALONG AN OILED ROAD FROM THE TOWNSHIP
 MG0204'HIGH SCHOOL AT ALPHA, 26 FEET NORTH OF THE CENTER LINE OF THE
 MG0204'ROAD, 2 FEET SOUTH OF FENCE LINE, 6 FEET WEST OF THE WEST END
 MG0204'OF A BOARD GATE, 30 FEET WEST OF TELEPHONE POLE, 1.7 FEET SOUTHWEST
 MG0204'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 MG0204'ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MG0204
 MG0204                          STATION RECOVERY (1996)
 MG0204
 MG0204'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0204'RECOVERED IN GOOD CONDITION.
 MG0204
 MG0204                          STATION RECOVERY (2001)
 MG0204
 MG0204'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0204'RECOVERED IN GOOD CONDITION.
 MG0204
 MG0204                          STATION RECOVERY (2004)
 MG0204
 MG0204'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0058 ***********************************************************************
 LD0058  DESIGNATION -  B 196 RESET
 LD0058  PID         -  LD0058
 LD0058  STATE/COUNTY-  IL/KNOX
 LD0058  USGS QUAD   -  GALESBURG EAST (1982)
 LD0058
 LD0058                         *CURRENT SURVEY CONTROL
 LD0058  ___________________________________________________________________
 LD0058* NAD 83(1986)-  40 57 43.     (N)    090 19 59.     (W)     SCALED    
 LD0058* NAVD 88     -       240.44   (meters)     788.8    (feet)  RESET     
 LD0058  ___________________________________________________________________
 LD0058  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LD0058
 LD0058  VERT ORDER  -  THIRD
 LD0058
 LD0058.The horizontal coordinates were scaled from a topographic map and have
 LD0058.an estimated accuracy of +/- 6 seconds.
 LD0058
 LD0058.The orthometric height was computed from unverified reset data.
 LD0058.No vertical observational check was made to the station.
 LD0058
 LD0058.The geoid height was determined by GEOID03.
 LD0058
 LD0058;                    North         East    Units  Estimated Accuracy
 LD0058;SPC IL W     -   476,810.      685,990.      MT  (+/- 180 meters Scaled)
 LD0058
 LD0058                          SUPERSEDED SURVEY CONTROL
 LD0058
 LD0058  NGVD 29 (??/??/??)  240.49   (m)          789.0    (f) RESET       3  
 LD0058
 LD0058.Superseded values are not recommended for survey control.
 LD0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0058.See file dsdata.txt to determine how the superseded data were derived.
 LD0058
 LD0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF244379(NAD 83)
 LD0058_MARKER: DB = BENCH MARK DISK
 LD0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0058_STAMPING: B 196 1959 RESET 1961
 LD0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0058+STABILITY: SURFACE MOTION
 LD0058
 LD0058  HISTORY     - Date     Condition        Report By
 LD0058  HISTORY     - 1961     MONUMENTED       CGS
 LD0058  HISTORY     - 19971126 GOOD             USPSQD
 LD0058  HISTORY     - 20050126 GOOD             USPSQD
 LD0058
 LD0058                          STATION DESCRIPTION
 LD0058
 LD0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0058'2.2 MI NE FROM GALESBURG.
 LD0058'ABOUT 1.65 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0058'RAILROAD FROM THE STATION IN GALESBURG, THENCE 0.4 MILE EAST ALONG
 LD0058'FREEMONT STREET, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 LD0058'WHICH IS SET FLUSH, 56.4 FEET WEST OF FENCE CORNER, 31 FEET SOUTH
 LD0058'OF CENTER OF ROAD, 5 FEET EAST OF TELEPHONE POLE, 1.6 FEET NORTHWEST
 LD0058'OF WITNESS POST AND 1.5 FEET NORTH OF FENCE.
 LD0058
 LD0058                          STATION RECOVERY (1997)
 LD0058
 LD0058'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0058'RECOVERED IN GOOD CONDITION.
 LD0058
 LD0058                          STATION RECOVERY (2005)
 LD0058
 LD0058'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0164 ***********************************************************************
 LD0164  DESIGNATION -  B 197
 LD0164  PID         -  LD0164
 LD0164  STATE/COUNTY-  IL/KNOX
 LD0164  USGS QUAD   -  YATES CITY (1982)
 LD0164
 LD0164                         *CURRENT SURVEY CONTROL
 LD0164  ___________________________________________________________________
 LD0164* NAD 83(1986)-  40 51 13.     (N)    090 00 13.     (W)     SCALED    
 LD0164* NAVD 88     -       212.597  (meters)     697.50   (feet)  ADJUSTED  
 LD0164  ___________________________________________________________________
 LD0164  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LD0164  DYNAMIC HT  -         212.501 (meters)     697.18  (feet)  COMP
 LD0164  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 LD0164
 LD0164  VERT ORDER  -  SECOND    CLASS 0
 LD0164
 LD0164.The horizontal coordinates were scaled from a topographic map and have
 LD0164.an estimated accuracy of +/- 6 seconds.
 LD0164
 LD0164.The orthometric height was determined by differential leveling
 LD0164.and adjusted by the National Geodetic Survey in June 1991..
 LD0164
 LD0164.The geoid height was determined by GEOID03.
 LD0164
 LD0164.The dynamic height is computed by dividing the NAVD 88
 LD0164.geopotential number by the normal gravity value computed on the
 LD0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0164.degrees latitude (g = 980.6199 gals.).
 LD0164
 LD0164.The modeled gravity was interpolated from observed gravity values.
 LD0164
 LD0164;                    North         East    Units  Estimated Accuracy
 LD0164;SPC IL W     -   464,780.      713,750.      MT  (+/- 180 meters Scaled)
 LD0164
 LD0164                          SUPERSEDED SURVEY CONTROL
 LD0164
 LD0164  NGVD 29 (??/??/92)  212.672  (m)          697.74   (f) ADJ UNCH    2 0
 LD0164
 LD0164.Superseded values are not recommended for survey control.
 LD0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0164.See file dsdata.txt to determine how the superseded data were derived.
 LD0164
 LD0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF525268(NAD 83)
 LD0164_MARKER: DB = BENCH MARK DISK
 LD0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0164_STAMPING: B 197 1959
 LD0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0164+STABILITY: SURFACE MOTION
 LD0164
 LD0164  HISTORY     - Date     Condition        Report By
 LD0164  HISTORY     - 1959     MONUMENTED       CGS
 LD0164  HISTORY     - 19971107 GOOD             USPSQD
 LD0164
 LD0164                          STATION DESCRIPTION
 LD0164
 LD0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0164'7.2 MI W FROM BRIMFIELD.
 LD0164'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0164'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY 78,
 LD0164'THENCE 2.15 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.4 MILES
 LD0164'SOUTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF A DRIVEWAY EAST TO A
 LD0164'FARMHOUSE, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 1/2
 LD0164'FEET WEST OF A FENCE, 44 FEET SOUTH OF THE CENTER LINE OF THE
 LD0164'DRIVEWAY, 5 1/2 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER,
 LD0164'2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 LD0164'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LD0164'INCHES.
 LD0164
 LD0164                          STATION RECOVERY (1997)
 LD0164
 LD0164'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1507 ***********************************************************************
 LC1507  DESIGNATION -  B 198
 LC1507  PID         -  LC1507
 LC1507  STATE/COUNTY-  IL/PEORIA
 LC1507  USGS QUAD   -  PEORIA EAST (1996)
 LC1507
 LC1507                         *CURRENT SURVEY CONTROL
 LC1507  ___________________________________________________________________
 LC1507* NAD 83(1986)-  40 43 56.     (N)    089 35 51.     (W)     SCALED    
 LC1507* NAVD 88     -       199.136  (meters)     653.33   (feet)  ADJUSTED  
 LC1507  ___________________________________________________________________
 LC1507  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LC1507  DYNAMIC HT  -         199.045 (meters)     653.03  (feet)  COMP
 LC1507  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 LC1507
 LC1507  VERT ORDER  -  SECOND    CLASS 0
 LC1507
 LC1507.The horizontal coordinates were scaled from a topographic map and have
 LC1507.an estimated accuracy of +/- 6 seconds.
 LC1507
 LC1507.The orthometric height was determined by differential leveling
 LC1507.and adjusted by the National Geodetic Survey in June 1991..
 LC1507
 LC1507.The geoid height was determined by GEOID03.
 LC1507
 LC1507.The dynamic height is computed by dividing the NAVD 88
 LC1507.geopotential number by the normal gravity value computed on the
 LC1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1507.degrees latitude (g = 980.6199 gals.).
 LC1507
 LC1507.The modeled gravity was interpolated from observed gravity values.
 LC1507
 LC1507;                    North         East    Units  Estimated Accuracy
 LC1507;SPC IL W     -   451,450.      748,080.      MT  (+/- 180 meters Scaled)
 LC1507
 LC1507                          SUPERSEDED SURVEY CONTROL
 LC1507
 LC1507  NGVD 29 (??/??/92)  199.221  (m)          653.61   (f) ADJ UNCH    2 0
 LC1507
 LC1507.Superseded values are not recommended for survey control.
 LC1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1507.See file dsdata.txt to determine how the superseded data were derived.
 LC1507
 LC1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL806122(NAD 83)
 LC1507_MARKER: DB = BENCH MARK DISK
 LC1507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1507_SP_SET: CATCH BASIN
 LC1507_STAMPING: B 198 1959
 LC1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1507
 LC1507  HISTORY     - Date     Condition        Report By
 LC1507  HISTORY     - 1959     MONUMENTED       CGS
 LC1507  HISTORY     - 1977     GOOD             LOCENG
 LC1507  HISTORY     - 19990228 GOOD             USPSQD
 LC1507
 LC1507                          STATION DESCRIPTION
 LC1507
 LC1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1507'0.2 MI W FROM PEORIA.
 LC1507'ABOUT 0.25 MILES WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC1507'WITH STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, SET IN THE
 LC1507'TOP OF THE SOUTH SIDE OF A 6 BY 15-FOOT CONCRETE CATCH BASIN
 LC1507'WHICH IS PARTLY COVERED AND WHICH IS LOCATED NORTH OF AND
 LC1507'ADJACENT TO A 6 BY 6-FOOT MAN HOLE, 7 FEET EAST OF THE WEST
 LC1507'END OF THE CATCH BASIN, 44 FEET NORTH OF THE CENTER LINE OF THE
 LC1507'WEST BOUND LANE OF U.S. HIGHWAY 150, 2 1/2 FEET SOUTH OF A WIRE
 LC1507'MESH FENCE, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LC1507
 LC1507                          STATION RECOVERY (1977)
 LC1507
 LC1507'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1507'RECOVERED IN GOOD CONDITION.
 LC1507
 LC1507                          STATION RECOVERY (1999)
 LC1507
 LC1507'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0925 ***********************************************************************
 LC0925  DESIGNATION -  B 199
 LC0925  PID         -  LC0925
 LC0925  STATE/COUNTY-  IL/WOODFORD
 LC0925  USGS QUAD   -  MACKINAW (1979)
 LC0925
 LC0925                         *CURRENT SURVEY CONTROL
 LC0925  ___________________________________________________________________
 LC0925* NAD 83(1986)-  40 37 22.     (N)    089 18 55.     (W)     SCALED    
 LC0925* NAVD 88     -       223.892  (meters)     734.55   (feet)  ADJUSTED  
 LC0925  ___________________________________________________________________
 LC0925  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LC0925  DYNAMIC HT  -         223.788 (meters)     734.21  (feet)  COMP
 LC0925  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 LC0925
 LC0925  VERT ORDER  -  SECOND    CLASS 0
 LC0925
 LC0925.The horizontal coordinates were scaled from a topographic map and have
 LC0925.an estimated accuracy of +/- 6 seconds.
 LC0925
 LC0925.The orthometric height was determined by differential leveling
 LC0925.and adjusted by the National Geodetic Survey in June 1991..
 LC0925
 LC0925.The geoid height was determined by GEOID03.
 LC0925
 LC0925.The dynamic height is computed by dividing the NAVD 88
 LC0925.geopotential number by the normal gravity value computed on the
 LC0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0925.degrees latitude (g = 980.6199 gals.).
 LC0925
 LC0925.The modeled gravity was interpolated from observed gravity values.
 LC0925
 LC0925;                    North         East    Units  Estimated Accuracy
 LC0925;SPC IL W     -   439,490.      772,040.      MT  (+/- 180 meters Scaled)
 LC0925
 LC0925                          SUPERSEDED SURVEY CONTROL
 LC0925
 LC0925  NGVD 29 (??/??/92)  223.966  (m)          734.80   (f) ADJ UNCH    2 0
 LC0925
 LC0925.Superseded values are not recommended for survey control.
 LC0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0925.See file dsdata.txt to determine how the superseded data were derived.
 LC0925
 LC0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK041994(NAD 83)
 LC0925_MARKER: DB = BENCH MARK DISK
 LC0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0925_STAMPING: B 199 1959
 LC0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0925+STABILITY: SURFACE MOTION
 LC0925
 LC0925  HISTORY     - Date     Condition        Report By
 LC0925  HISTORY     - 1959     MONUMENTED       CGS
 LC0925  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC0925
 LC0925                          STATION DESCRIPTION
 LC0925
 LC0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0925'1.2 MI SE FROM DEER CREEK.
 LC0925'ABOUT 0.2 MILES EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LC0925'DEER CREEK, THENCE 0.1 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE
 LC0925'0.2 MILES SOUTH ALONG U.S. HIGHWAY 150, THENCE 0.65 MILES EAST
 LC0925'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A DRIVEWAY NORTH TO A
 LC0925'FARM HOUSE, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2
 LC0925'FEET SOUTH OF A FENCE, 35 FEET WEST OF THE CENTER LINE OF THE
 LC0925'DRIVEWAY, 1 1/2 FEET SOUTHWEST OF A T-FENCE CORNER, 1.6 FEET
 LC0925'WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL
 LC0925'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LC0925'INCHES.
 LC0925
 LC0925                          STATION RECOVERY (1998)
 LC0925
 LC0925'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3235 ***********************************************************************
 ME3235  DESIGNATION -  B 2
 ME3235  PID         -  ME3235
 ME3235  STATE/COUNTY-  IL/DU PAGE
 ME3235  USGS QUAD   -  ELMHURST (1997)
 ME3235
 ME3235                         *CURRENT SURVEY CONTROL
 ME3235  ___________________________________________________________________
 ME3235* NAD 83(1997)-  41 58 10.40851(N)    087 56 02.75000(W)     ADJUSTED  
 ME3235* NAVD 88     -       202.7    (meters)     665.     (feet)  VERTCON   
 ME3235  ___________________________________________________________________
 ME3235  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 ME3235  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3235
 ME3235  HORZ ORDER  -  SECOND
 ME3235
 ME3235.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3235
 ME3235.The horizontal coordinates were established by classical geodetic methods
 ME3235.and adjusted by the National Geodetic Survey in October 1999..
 ME3235
 ME3235.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3235
 ME3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3235
 ME3235.The geoid height was determined by GEOID03.
 ME3235
 ME3235;                    North         East     Units Scale Factor Converg.
 ME3235;SPC IL E     -   588,798.502   333,091.978   MT  0.99998847   +0 16 01.1
 ME3235;SPC IL E     - 1,931,749.75  1,092,819.26   sFT  0.99998847   +0 16 01.1
 ME3235;UTM  16      - 4,646,818.212   422,603.061   MT  0.99967371   -0 37 28.9
 ME3235
 ME3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3235!SPC IL E     -   0.99997346  x   0.99998847  =   0.99996193
 ME3235!UTM  16      -   0.99997346  x   0.99967371  =   0.99964718
 ME3235
 ME3235:                Primary Azimuth Mark                     Grid Az
 ME3235:SPC IL E     -  O HARE CONTROL TWR BALL                  070 34 15.4
 ME3235:UTM  16      -  O HARE CONTROL TWR BALL                  071 27 45.4
 ME3235
 ME3235|---------------------------------------------------------------------|
 ME3235| PID    Reference Object                     Distance      Geod. Az  |
 ME3235|                                                           dddmmss.s |
 ME3235| ME3270 O HARE CONTROL TWR BALL             APPROX. 2.6 KM 0705016.5 |
 ME3235| ME3268 K 4                                 128.184 METERS 12625     |
 ME3235| ME3231 B 1                                 391.929 METERS 12811     |
 ME3235| ME3266 K 3                                 262.856 METERS 32117     |
 ME3235|---------------------------------------------------------------------|
 ME3235
 ME3235                          SUPERSEDED SURVEY CONTROL
 ME3235
 ME3235  NAD 83(1997)-  41 58 10.40858(N)    087 56 02.75054(W) AD(       ) 2
 ME3235  NAD 83(1997)-  41 58 10.40798(N)    087 56 02.76488(W) AD(       ) 2
 ME3235  NAD 83(1986)-  41 58 10.40943(N)    087 56 02.76460(W) AD(       ) 2
 ME3235  NGVD 29 (08/23/90)  202.8    (m)          665.     (f) VERT ANG       
 ME3235
 ME3235.Superseded values are not recommended for survey control.
 ME3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3235.See file dsdata.txt to determine how the superseded data were derived.
 ME3235
 ME3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2260346818(NAD 83)
 ME3235_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3235_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3235+STABILITY: SURFACE MOTION
 ME3235
 ME3235  HISTORY     - Date     Condition        Report By
 ME3235  HISTORY     - 1983     MONUMENTED       IL1670
 ME3235
 ME3235                          STATION DESCRIPTION
 ME3235
 ME3235'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3235'THE STATION IS LOCATED ON CHICAGO O HARE INTERNATIONAL AIRPORT,
 ME3235'ALONG THE SOUTHWEST OUTER PERIMETER FENCE.  AN AIRPORT ESCORT IS
 ME3235'NEEDED TO REACH IT.
 ME3235'
 ME3235'TO REACH THE STATION FROM THE SOUTHWEST FENCE CORNER OF A CEMETERY,
 ME3235'WHICH IS IN THW SOUTHWEST PART OF THE AIRPORT, GO WEST ABOUT 90 M
 ME3235'(300 FT) TO STATION AIRPORT BM K5 COC ON THE RIGHT.  CONTINUE
 ME3235'NORTHWEST ON PERIMETER ROAD FOR 0.9 KM (0.55 MI) TO THE STATION ON
 ME3235'THE LEFT.
 ME3235'
 ME3235'THE STATION IS A STANDARD COC DISK STAMPED---B2 1983---ATTACHED TO
 ME3235'A DRIVEN ROD WHICH IS SURROUNDED BY A 15 CM (6 INCH) ROUND
 ME3235'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.  IT IS 4.6 M
 ME3235'(15 FT) NORTHEAST OF THE PERIMETER FENCE AND 2.7 M (8.9 FT)
 ME3235'SOUTHWEST OF THE CENTER OF THE ROAD.
 ME3235'
 ME3235'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0020 ***********************************************************************
 MF0020  DESIGNATION -  B 20
 MF0020  PID         -  MF0020
 MF0020  STATE/COUNTY-  IL/KANE
 MF0020  USGS QUAD   -  AURORA NORTH (1993)
 MF0020
 MF0020                         *CURRENT SURVEY CONTROL
 MF0020  ___________________________________________________________________
 MF0020* NAD 83(1986)-  41 45 49.     (N)    088 18 52.     (W)     SCALED    
 MF0020* NAVD 88     -       206.674  (meters)     678.06   (feet)  ADJUSTED  
 MF0020  ___________________________________________________________________
 MF0020  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0020  DYNAMIC HT  -         206.602 (meters)     677.83  (feet)  COMP
 MF0020  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 MF0020
 MF0020  VERT ORDER  -  SECOND    CLASS 0
 MF0020
 MF0020.The horizontal coordinates were scaled from a topographic map and have
 MF0020.an estimated accuracy of +/- 6 seconds.
 MF0020
 MF0020.The orthometric height was determined by differential leveling
 MF0020.and adjusted by the National Geodetic Survey in June 1991..
 MF0020
 MF0020.The geoid height was determined by GEOID03.
 MF0020
 MF0020.The dynamic height is computed by dividing the NAVD 88
 MF0020.geopotential number by the normal gravity value computed on the
 MF0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0020.degrees latitude (g = 980.6199 gals.).
 MF0020
 MF0020.The modeled gravity was interpolated from observed gravity values.
 MF0020
 MF0020;                    North         East    Units  Estimated Accuracy
 MF0020;SPC IL E     -   565,850.      301,570.      MT  (+/- 180 meters Scaled)
 MF0020
 MF0020                          SUPERSEDED SURVEY CONTROL
 MF0020
 MF0020  NGVD 29 (??/??/92)  206.745  (m)          678.30   (f) ADJ UNCH    2 0
 MF0020
 MF0020.Superseded values are not recommended for survey control.
 MF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0020.See file dsdata.txt to determine how the superseded data were derived.
 MF0020
 MF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM907243(NAD 83)
 MF0020_MARKER: DB = BENCH MARK DISK
 MF0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0020_SP_SET: BASE OF MEMORIAL
 MF0020_STAMPING: B 20 1934
 MF0020_MARK LOGO: CGS   
 MF0020_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0020+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1995
 MF0020
 MF0020  HISTORY     - Date     Condition        Report By
 MF0020  HISTORY     - 1934     MONUMENTED       CGS
 MF0020  HISTORY     - 1989     GOOD             USPSQD
 MF0020  HISTORY     - 19950425 GOOD             NGS
 MF0020  HISTORY     - 19980506 GOOD             USPSQD
 MF0020  HISTORY     - 20060715 GOOD             USGSNP
 MF0020
 MF0020                          STATION DESCRIPTION
 MF0020
 MF0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0020'AT AURORA.
 MF0020'AT AURORA, KANE COUNTY, ON STATE HIGHWAY 31, AT THE WEST SIDE
 MF0020'OF WILDER PARK, IN THE CENTER OF THE BASE OF THE PIONEER MEMORIAL,
 MF0020'45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 1/2
 MF0020'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 20 1934 AND
 MF0020'SET VERTICALLY.
 MF0020
 MF0020                          STATION RECOVERY (1989)
 MF0020
 MF0020'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 MF0020'RECOVERED IN GOOD CONDITION.
 MF0020
 MF0020                          STATION RECOVERY (1995)
 MF0020
 MF0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 MF0020'RECOVERED AS DESCRIBED.
 MF0020
 MF0020                          STATION RECOVERY (1998)
 MF0020
 MF0020'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0020'RECOVERED IN GOOD CONDITION.
 MF0020
 MF0020                          STATION RECOVERY (2006)
 MF0020
 MF0020'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 MF0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0082 ***********************************************************************
 LC0082  DESIGNATION -  B 202
 LC0082  PID         -  LC0082
 LC0082  STATE/COUNTY-  IL/IROQUOIS
 LC0082  USGS QUAD   -  ONARGA WEST (1986)
 LC0082
 LC0082                         *CURRENT SURVEY CONTROL
 LC0082  ___________________________________________________________________
 LC0082* NAD 83(1986)-  40 37 36.     (N)    088 01 39.     (W)     SCALED    
 LC0082* NAVD 88     -       206.502  (meters)     677.50   (feet)  ADJUSTED  
 LC0082  ___________________________________________________________________
 LC0082  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LC0082  DYNAMIC HT  -         206.408 (meters)     677.19  (feet)  COMP
 LC0082  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 LC0082
 LC0082  VERT ORDER  -  SECOND    CLASS 0
 LC0082
 LC0082.The horizontal coordinates were scaled from a topographic map and have
 LC0082.an estimated accuracy of +/- 6 seconds.
 LC0082
 LC0082.The orthometric height was determined by differential leveling
 LC0082.and adjusted by the National Geodetic Survey in June 1991..
 LC0082
 LC0082.The geoid height was determined by GEOID03.
 LC0082
 LC0082.The dynamic height is computed by dividing the NAVD 88
 LC0082.geopotential number by the normal gravity value computed on the
 LC0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0082.degrees latitude (g = 980.6199 gals.).
 LC0082
 LC0082.The modeled gravity was interpolated from observed gravity values.
 LC0082
 LC0082;                    North         East    Units  Estimated Accuracy
 LC0082;SPC IL E     -   439,630.      325,880.      MT  (+/- 180 meters Scaled)
 LC0082
 LC0082                          SUPERSEDED SURVEY CONTROL
 LC0082
 LC0082  NGVD 29 (??/??/92)  206.569  (m)          677.72   (f) ADJ UNCH    2 0
 LC0082
 LC0082.Superseded values are not recommended for survey control.
 LC0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0082.See file dsdata.txt to determine how the superseded data were derived.
 LC0082
 LC0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK130978(NAD 83)
 LC0082_MARKER: DB = BENCH MARK DISK
 LC0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0082_STAMPING: B 202 1959
 LC0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0082+STABILITY: SURFACE MOTION
 LC0082
 LC0082  HISTORY     - Date     Condition        Report By
 LC0082  HISTORY     - 1959     MONUMENTED       CGS
 LC0082
 LC0082                          STATION DESCRIPTION
 LC0082
 LC0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0082'2 MI N FROM BUCKLEY.
 LC0082'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0082'AT BUCKLEY, THENCE 0.05 MILES WEST ALONG A GRAVEL ROAD, AT THE
 LC0082'NORTHWEST CORNER OF THE FENCE AROUND A POWER COMPANY SUB-STATION,
 LC0082'22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A
 LC0082'FENCE, 3 1/2 FEET WEST OF A FENCE CORNER, 2.3 FEET EAST OF A METAL
 LC0082'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LC0082'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2001 ***********************************************************************
 LB2001  DESIGNATION -  B 203
 LB2001  PID         -  LB2001
 LB2001  STATE/COUNTY-  IL/IROQUOIS
 LB2001  USGS QUAD   -  CLIFTON (1986)
 LB2001
 LB2001                         *CURRENT SURVEY CONTROL
 LB2001  ___________________________________________________________________
 LB2001* NAD 83(1986)-  40 56 42.     (N)    087 55 50.     (W)     SCALED    
 LB2001* NAVD 88     -       199.695  (meters)     655.17   (feet)  ADJUSTED  
 LB2001  ___________________________________________________________________
 LB2001  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LB2001  DYNAMIC HT  -         199.611 (meters)     654.89  (feet)  COMP
 LB2001  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 LB2001
 LB2001  VERT ORDER  -  SECOND    CLASS 0
 LB2001
 LB2001.The horizontal coordinates were scaled from a topographic map and have
 LB2001.an estimated accuracy of +/- 6 seconds.
 LB2001
 LB2001.The orthometric height was determined by differential leveling
 LB2001.and adjusted by the National Geodetic Survey in June 1991..
 LB2001
 LB2001.The geoid height was determined by GEOID03.
 LB2001
 LB2001.The dynamic height is computed by dividing the NAVD 88
 LB2001.geopotential number by the normal gravity value computed on the
 LB2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2001.degrees latitude (g = 980.6199 gals.).
 LB2001
 LB2001.The modeled gravity was interpolated from observed gravity values.
 LB2001
 LB2001;                    North         East    Units  Estimated Accuracy
 LB2001;SPC IL E     -   475,010.      333,920.      MT  (+/- 180 meters Scaled)
 LB2001
 LB2001                          SUPERSEDED SURVEY CONTROL
 LB2001
 LB2001  NGVD 29 (??/??/92)  199.776  (m)          655.43   (f) ADJ UNCH    2 0
 LB2001
 LB2001.Superseded values are not recommended for survey control.
 LB2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2001.See file dsdata.txt to determine how the superseded data were derived.
 LB2001
 LB2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL216330(NAD 83)
 LB2001_MARKER: DB = BENCH MARK DISK
 LB2001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB2001_SP_SET: CULVERT
 LB2001_STAMPING: B 203 1959
 LB2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2001
 LB2001  HISTORY     - Date     Condition        Report By
 LB2001  HISTORY     - 1959     MONUMENTED       CGS
 LB2001  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LB2001
 LB2001                          STATION DESCRIPTION
 LB2001
 LB2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB2001'0.8 MI NW FROM CLIFTON.
 LB2001'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 45 (BUSINESS ROUTE)
 LB2001'FROM THE POST OFFICE AT CLIFTON, AT THE OUTSIDE OF A CURVE WITH
 LB2001'TANGENTS TO THE SOUTH AND NORTHEAST, SET IN THE TOP OF THE
 LB2001'NORTHEAST END OF THE NORTHWEST HEADWALL OF A 4-FOOT CONCRETE
 LB2001'BOX CULVERT, 24 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LB2001'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LB2001
 LB2001                          STATION RECOVERY (1984)
 LB2001
 LB2001'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LB2001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0607 ***********************************************************************
 LC0607  DESIGNATION -  B 204
 LC0607  PID         -  LC0607
 LC0607  STATE/COUNTY-  IL/PIATT
 LC0607  USGS QUAD   -  MANSFIELD (1979)
 LC0607
 LC0607                         *CURRENT SURVEY CONTROL
 LC0607  ___________________________________________________________________
 LC0607* NAD 83(1986)-  40 14 57.     (N)    088 34 28.     (W)     SCALED    
 LC0607* NAVD 88     -       217.578  (meters)     713.84   (feet)  ADJUSTED  
 LC0607  ___________________________________________________________________
 LC0607  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0607  DYNAMIC HT  -         217.472 (meters)     713.49  (feet)  COMP
 LC0607  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 LC0607
 LC0607  VERT ORDER  -  SECOND    CLASS 0
 LC0607
 LC0607.The horizontal coordinates were scaled from a topographic map and have
 LC0607.an estimated accuracy of +/- 6 seconds.
 LC0607
 LC0607.The orthometric height was determined by differential leveling
 LC0607.and adjusted by the National Geodetic Survey in June 1991..
 LC0607
 LC0607.The geoid height was determined by GEOID03.
 LC0607
 LC0607.The dynamic height is computed by dividing the NAVD 88
 LC0607.geopotential number by the normal gravity value computed on the
 LC0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0607.degrees latitude (g = 980.6199 gals.).
 LC0607
 LC0607.The modeled gravity was interpolated from observed gravity values.
 LC0607
 LC0607;                    North         East    Units  Estimated Accuracy
 LC0607;SPC IL E     -   397,690.      279,490.      MT  (+/- 180 meters Scaled)
 LC0607
 LC0607                          SUPERSEDED SURVEY CONTROL
 LC0607
 LC0607  NGVD 29 (??/??/92)  217.619  (m)          713.97   (f) ADJ UNCH    2 0
 LC0607
 LC0607.Superseded values are not recommended for survey control.
 LC0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0607.See file dsdata.txt to determine how the superseded data were derived.
 LC0607
 LC0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK660566(NAD 83)
 LC0607_MARKER: DB = BENCH MARK DISK
 LC0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0607_SP_SET: BRIDGE
 LC0607_STAMPING: B 204 1959
 LC0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0607
 LC0607  HISTORY     - Date     Condition        Report By
 LC0607  HISTORY     - 1959     MONUMENTED       CGS
 LC0607
 LC0607                          STATION DESCRIPTION
 LC0607
 LC0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0607'5.8 MI E FROM FARMER CITY.
 LC0607'ABOUT 4.25 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0607'FROM THE STATION AT FARMER CITY, THENCE 1.55 MILES NORTH ALONG
 LC0607'A GRAVEL ROAD, ABOUT 0.1 MILE NORTH OF A FARM HOUSE WEST OF THE
 LC0607'ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE WINGWALL AT THE
 LC0607'SOUTHEAST CORNER OF A 32-FOOT CONCRETE BRIGE, 9 FEET EAST OF THE
 LC0607'CENTER LINE OF THE ROAD ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0368 ***********************************************************************
 LC0368  DESIGNATION -  B 205
 LC0368  PID         -  LC0368
 LC0368  STATE/COUNTY-  IL/CHAMPAIGN
 LC0368  USGS QUAD   -  BONDVILLE (1975)
 LC0368
 LC0368                         *CURRENT SURVEY CONTROL
 LC0368  ___________________________________________________________________
 LC0368* NAD 83(1986)-  40 01 29.     (N)    088 15 21.     (W)     SCALED    
 LC0368* NAVD 88     -       226.328  (meters)     742.54   (feet)  ADJUSTED  
 LC0368  ___________________________________________________________________
 LC0368  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0368  DYNAMIC HT  -         226.213 (meters)     742.17  (feet)  COMP
 LC0368  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 LC0368
 LC0368  VERT ORDER  -  SECOND    CLASS 0
 LC0368
 LC0368.The horizontal coordinates were scaled from a topographic map and have
 LC0368.an estimated accuracy of +/- 6 seconds.
 LC0368
 LC0368.The orthometric height was determined by differential leveling
 LC0368.and adjusted by the National Geodetic Survey in June 1991..
 LC0368
 LC0368.The geoid height was determined by GEOID03.
 LC0368
 LC0368.The dynamic height is computed by dividing the NAVD 88
 LC0368.geopotential number by the normal gravity value computed on the
 LC0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0368.degrees latitude (g = 980.6199 gals.).
 LC0368
 LC0368.The modeled gravity was interpolated from observed gravity values.
 LC0368
 LC0368;                    North         East    Units  Estimated Accuracy
 LC0368;SPC IL E     -   372,750.      306,620.      MT  (+/- 180 meters Scaled)
 LC0368
 LC0368                          SUPERSEDED SURVEY CONTROL
 LC0368
 LC0368  NGVD 29 (??/??/92)  226.372  (m)          742.69   (f) ADJ UNCH    2 0
 LC0368
 LC0368.Superseded values are not recommended for survey control.
 LC0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0368.See file dsdata.txt to determine how the superseded data were derived.
 LC0368
 LC0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK928312(NAD 83)
 LC0368_MARKER: DB = BENCH MARK DISK
 LC0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0368_SP_SET: CULVERT
 LC0368_STAMPING: B 205 1959
 LC0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0368
 LC0368  HISTORY     - Date     Condition        Report By
 LC0368  HISTORY     - 1959     MONUMENTED       CGS
 LC0368  HISTORY     - 1973     GOOD             NGS
 LC0368  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 LC0368
 LC0368                          STATION DESCRIPTION
 LC0368
 LC0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0368'3.2 MI N FROM TOLONA.
 LC0368'ABOUT 3.15 MILES NORTH ALONG THE U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0368'WITH THE WABASH RAILROAD AT TOLONA, AT THE JUNCTION OF A CONCRETE
 LC0368'PAVED ROAD WEST, SET IN THE TOP OF THE SOUTH END OF THE EAST
 LC0368'HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 15
 LC0368'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 110 FEET NORTH OF THE
 LC0368'EXTENDED CENTER LINE OF THE ROAD WEST, ABOUT LEVEL WITH THE HIGHWAY.
 LC0368
 LC0368                          STATION RECOVERY (1973)
 LC0368
 LC0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0368'RECOVERED IN GOOD CONDITION.
 LC0368
 LC0368                          STATION RECOVERY (2005)
 LC0368
 LC0368'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0121 ***********************************************************************
 KB0121  DESIGNATION -  B 206
 KB0121  PID         -  KB0121
 KB0121  STATE/COUNTY-  IL/DOUGLAS
 KB0121  USGS QUAD   -  ARCOLA (1983)
 KB0121
 KB0121                         *CURRENT SURVEY CONTROL
 KB0121  ___________________________________________________________________
 KB0121* NAD 83(1986)-  39 39 10.     (N)    088 18 11.     (W)     SCALED    
 KB0121* NAVD 88     -       206.402  (meters)     677.17   (feet)  ADJUSTED  
 KB0121  ___________________________________________________________________
 KB0121  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0121  DYNAMIC HT  -         206.289 (meters)     676.80  (feet)  COMP
 KB0121  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 KB0121
 KB0121  VERT ORDER  -  SECOND    CLASS 0
 KB0121
 KB0121.The horizontal coordinates were scaled from a topographic map and have
 KB0121.an estimated accuracy of +/- 6 seconds.
 KB0121
 KB0121.The orthometric height was determined by differential leveling
 KB0121.and adjusted by the National Geodetic Survey in June 1991..
 KB0121
 KB0121.The geoid height was determined by GEOID03.
 KB0121
 KB0121.The dynamic height is computed by dividing the NAVD 88
 KB0121.geopotential number by the normal gravity value computed on the
 KB0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0121.degrees latitude (g = 980.6199 gals.).
 KB0121
 KB0121.The modeled gravity was interpolated from observed gravity values.
 KB0121
 KB0121;                    North         East    Units  Estimated Accuracy
 KB0121;SPC IL E     -   331,450.      302,600.      MT  (+/- 180 meters Scaled)
 KB0121
 KB0121                          SUPERSEDED SURVEY CONTROL
 KB0121
 KB0121  NGVD 29 (??/??/92)  206.478  (m)          677.42   (f) ADJ UNCH    2 0
 KB0121
 KB0121.Superseded values are not recommended for survey control.
 KB0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0121.See file dsdata.txt to determine how the superseded data were derived.
 KB0121
 KB0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ882900(NAD 83)
 KB0121_MARKER: DB = BENCH MARK DISK
 KB0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0121_STAMPING: B 206 1959
 KB0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0121+STABILITY: SURFACE MOTION
 KB0121
 KB0121  HISTORY     - Date     Condition        Report By
 KB0121  HISTORY     - 1959     MONUMENTED       CGS
 KB0121  HISTORY     - 1973     GOOD             ILHD
 KB0121
 KB0121                          STATION DESCRIPTION
 KB0121
 KB0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0121'2.4 MI S FROM ARCOLA.
 KB0121'ABOUT 0.4 MILES EAST ALONG STATE HIGHWAY 133 FROM ITS JUNCTION
 KB0121'WITH U.S. HIGHWAY 45 IN ARCOLA, THENCE 2.0 MILES SOUTH ALONG AN
 KB0121'ASPHALT ROAD, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 22 1/2
 KB0121'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST OILED ROAD, 35 1/2
 KB0121'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 9.5 FEET
 KB0121'EAST-SOUTHEAST OF A POWER POLE, 6 1/2 FEET WEST OF A TELEPHONE
 KB0121'POLE, 2.4 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB0121'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0121
 KB0121                          STATION RECOVERY (1973)
 KB0121
 KB0121'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1580 ***********************************************************************
 ME1580  DESIGNATION -  B 207
 ME1580  PID         -  ME1580
 ME1580  STATE/COUNTY-  IL/WILL
 ME1580  USGS QUAD   -  FRANKFORT (1990)
 ME1580
 ME1580                         *CURRENT SURVEY CONTROL
 ME1580  ___________________________________________________________________
 ME1580* NAD 83(1986)-  41 23 18.     (N)    087 46 00.     (W)     SCALED    
 ME1580* NAVD 88     -       231.984  (meters)     761.10   (feet)  ADJUSTED  
 ME1580  ___________________________________________________________________
 ME1580  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 ME1580  DYNAMIC HT  -         231.890 (meters)     760.79  (feet)  COMP
 ME1580  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 ME1580
 ME1580  VERT ORDER  -  SECOND    CLASS 0
 ME1580
 ME1580.The horizontal coordinates were scaled from a topographic map and have
 ME1580.an estimated accuracy of +/- 6 seconds.
 ME1580
 ME1580.The orthometric height was determined by differential leveling
 ME1580.and adjusted by the National Geodetic Survey in June 1991..
 ME1580
 ME1580.The geoid height was determined by GEOID03.
 ME1580
 ME1580.The dynamic height is computed by dividing the NAVD 88
 ME1580.geopotential number by the normal gravity value computed on the
 ME1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1580.degrees latitude (g = 980.6199 gals.).
 ME1580
 ME1580.The modeled gravity was interpolated from observed gravity values.
 ME1580
 ME1580;                    North         East    Units  Estimated Accuracy
 ME1580;SPC IL E     -   524,320.      347,400.      MT  (+/- 180 meters Scaled)
 ME1580
 ME1580                          SUPERSEDED SURVEY CONTROL
 ME1580
 ME1580  NGVD 29 (??/??/92)  232.071  (m)          761.39   (f) ADJ UNCH    2 0
 ME1580
 ME1580.Superseded values are not recommended for survey control.
 ME1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1580.See file dsdata.txt to determine how the superseded data were derived.
 ME1580
 ME1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL359821(NAD 83)
 ME1580_MARKER: DB = BENCH MARK DISK
 ME1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1580_STAMPING: B 207 1959
 ME1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1580+STABILITY: SURFACE MOTION
 ME1580
 ME1580  HISTORY     - Date     Condition        Report By
 ME1580  HISTORY     - 1959     MONUMENTED       CGS
 ME1580  HISTORY     - 1967     GOOD             NGS
 ME1580
 ME1580                          STATION DESCRIPTION
 ME1580
 ME1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1580'3.2 MI SW FROM MONEE.
 ME1580'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1580'WITH WEST MAIN STREET IN MONEE, THENCE 0.2 MILE WEST ALONG A
 ME1580'GRAVEL ROAD, THENCE 0.35 MILES NORTH ALONG A GRAVEL ROAD, AT A
 ME1580'DRIVEWAY WEST TO A FARM HOUSE, 29 FEET WEST OF THE CENTER LINE
 ME1580'OF THE ROAD, 1 FOOT EAST OF A FENCE, 56 FEET NORTH OF THE CENTER
 ME1580'LINE OF THE DRIVEWAY, 1.7 FEET NORTH OF A METAL WITNESS POST,
 ME1580'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 ME1580'OF A CONCRETE POST PROJECTING 2 INCHES.
 ME1580
 ME1580                          STATION RECOVERY (1967)
 ME1580
 ME1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0152 ***********************************************************************
 KB0152  DESIGNATION -  B 208
 KB0152  PID         -  KB0152
 KB0152  STATE/COUNTY-  IL/COLES
 KB0152  USGS QUAD   -  HUMBOLDT (1983)
 KB0152
 KB0152                         *CURRENT SURVEY CONTROL
 KB0152  ___________________________________________________________________
 KB0152* NAD 83(1986)-  39 33 01.     (N)    088 18 37.     (W)     SCALED    
 KB0152* NAVD 88     -       209.014  (meters)     685.74   (feet)  ADJUSTED  
 KB0152  ___________________________________________________________________
 KB0152  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0152  DYNAMIC HT  -         208.896 (meters)     685.35  (feet)  COMP
 KB0152  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 KB0152
 KB0152  VERT ORDER  -  SECOND    CLASS 0
 KB0152
 KB0152.The horizontal coordinates were scaled from a topographic map and have
 KB0152.an estimated accuracy of +/- 6 seconds.
 KB0152
 KB0152.The orthometric height was determined by differential leveling
 KB0152.and adjusted by the National Geodetic Survey in June 1991..
 KB0152
 KB0152.The geoid height was determined by GEOID03.
 KB0152
 KB0152.The dynamic height is computed by dividing the NAVD 88
 KB0152.geopotential number by the normal gravity value computed on the
 KB0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0152.degrees latitude (g = 980.6199 gals.).
 KB0152
 KB0152.The modeled gravity was interpolated from observed gravity values.
 KB0152
 KB0152;                    North         East    Units  Estimated Accuracy
 KB0152;SPC IL E     -   320,070.      301,980.      MT  (+/- 180 meters Scaled)
 KB0152
 KB0152                          SUPERSEDED SURVEY CONTROL
 KB0152
 KB0152  NGVD 29 (??/??/92)  209.080  (m)          685.96   (f) ADJ UNCH    2 0
 KB0152
 KB0152.Superseded values are not recommended for survey control.
 KB0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0152.See file dsdata.txt to determine how the superseded data were derived.
 KB0152
 KB0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ874786(NAD 83)
 KB0152_MARKER: DB = BENCH MARK DISK
 KB0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0152_STAMPING: B 208 1959
 KB0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0152+STABILITY: SURFACE MOTION
 KB0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0152+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 KB0152
 KB0152  HISTORY     - Date     Condition        Report By
 KB0152  HISTORY     - 1959     MONUMENTED       CGS
 KB0152  HISTORY     - 1973     GOOD             ILHD
 KB0152  HISTORY     - 1981     MARK NOT FOUND   USGS
 KB0152  HISTORY     - 20050303 GOOD             ILDT
 KB0152
 KB0152                          STATION DESCRIPTION
 KB0152
 KB0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0152'5.1 MI S FROM HUMBOLDT.
 KB0152'ABOUT 1.15 MILES SOUTH ALONG AN OILED ROAD FROM THE ILLINOIS
 KB0152'CENTRAL RAILROAD STATION AT HUMBOLDT, THENCE 1.1 MILES EAST ALONG
 KB0152'AN OILED ROAD, THENCE 2.5 MILES SOUTH ALONG AN OILED ROAD, THENCE
 KB0152'0.35 MILES WEST ALONG A CONCRETE PAVED ROAD, AT A DRIVE NORTH
 KB0152'TO A FARM HOUSE, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KB0152'32 FEET WEST OF THE CENTER LINE OF THE DRIVE, 1 1/2 FEET SOUTH
 KB0152'OF A FENCE, 21 FEET WEST OF A FENCE CORNER, 2.3 FEET WEST OF A
 KB0152'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD
 KB0152'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0152'THE MARK MAY BE REACHED FROM DORANS, COLES COUNTY, BY GOING EAST
 KB0152'ALONG A CONCRETE PAVED ROAD FOR 1.8 MILES FROM ITS JUNCTION
 KB0152'WITH THE ILLINOIS CENTRAL RAILROAD.  NOTE-- AT SW END OF BORROW
 KB0152'PIT LAKE.
 KB0152
 KB0152                          STATION RECOVERY (1973)
 KB0152
 KB0152'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0152'RECOVERED IN GOOD CONDITION.
 KB0152
 KB0152                          STATION RECOVERY (1981)
 KB0152
 KB0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KB0152'MARK NOT FOUND.
 KB0152
 KB0152                          STATION RECOVERY (2005)
 KB0152
 KB0152'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0152'TO REACH FROM THE INTERSECTION OF CR 1200N AND 900E, GO WEST ALONG
 KB0152'1200N +-0.35 MI TO MARK ON THE RIGHT.  MARK IS AT THE SOUTHEAST END OF
 KB0152'BORROW PIT LAKE, 38' NORTH OF 1200N, 32' WEST OF A FIELD ENTRANCE, 18'
 KB0152'NORTHWEST OF WEST END OF CMP UNDER FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0330 ***********************************************************************
 KB0330  DESIGNATION -  B 209
 KB0330  PID         -  KB0330
 KB0330  STATE/COUNTY-  IL/SHELBY
 KB0330  USGS QUAD   -  NEOGA (1984)
 KB0330
 KB0330                         *CURRENT SURVEY CONTROL
 KB0330  ___________________________________________________________________
 KB0330* NAD 83(1986)-  39 16 33.     (N)    088 28 23.     (W)     SCALED    
 KB0330* NAVD 88     -       198.387  (meters)     650.87   (feet)  ADJUSTED  
 KB0330  ___________________________________________________________________
 KB0330  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0330  DYNAMIC HT  -         198.269 (meters)     650.49  (feet)  COMP
 KB0330  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 KB0330
 KB0330  VERT ORDER  -  SECOND    CLASS 0
 KB0330
 KB0330.The horizontal coordinates were scaled from a topographic map and have
 KB0330.an estimated accuracy of +/- 6 seconds.
 KB0330
 KB0330.The orthometric height was determined by differential leveling
 KB0330.and adjusted by the National Geodetic Survey in June 1991..
 KB0330
 KB0330.The geoid height was determined by GEOID03.
 KB0330
 KB0330.The dynamic height is computed by dividing the NAVD 88
 KB0330.geopotential number by the normal gravity value computed on the
 KB0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0330.degrees latitude (g = 980.6199 gals.).
 KB0330
 KB0330.The modeled gravity was interpolated from observed gravity values.
 KB0330
 KB0330;                    North         East    Units  Estimated Accuracy
 KB0330;SPC IL E     -   289,610.      287,940.      MT  (+/- 180 meters Scaled)
 KB0330
 KB0330                          SUPERSEDED SURVEY CONTROL
 KB0330
 KB0330  NGVD 29 (??/??/92)  198.463  (m)          651.12   (f) ADJ UNCH    2 0
 KB0330
 KB0330.Superseded values are not recommended for survey control.
 KB0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0330.See file dsdata.txt to determine how the superseded data were derived.
 KB0330
 KB0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ729484(NAD 83)
 KB0330_MARKER: DB = BENCH MARK DISK
 KB0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0330_STAMPING: B 209 1959
 KB0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0330+STABILITY: SURFACE MOTION
 KB0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0330+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 KB0330
 KB0330  HISTORY     - Date     Condition        Report By
 KB0330  HISTORY     - 1959     MONUMENTED       CGS
 KB0330  HISTORY     - 1973     GOOD             NGS
 KB0330  HISTORY     - 20041119 GOOD             ILDT
 KB0330
 KB0330                          STATION DESCRIPTION
 KB0330
 KB0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0330'3 MI S FROM NEOGA.
 KB0330'ABOUT 3.05 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 KB0330'CENTRAL RAILROAD STATION AT NEOGA, AT THE JUNCTION OF A ROAD
 KB0330'WEST TO THE CENTRAL ILLINOIS PUBLIC SERVICE COMPANY SUB-STATION,
 KB0330'58 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH
 KB0330'OF THE CENTER LINE OF THE ROAD WEST, 47 1/2 FEET EAST OF THE
 KB0330'EASTMOST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK, 3 FEET
 KB0330'NORTHEAST OF A TELEPHONE POLE, 27 FEET WEST-SOUTHWEST OF THE
 KB0330'SOUTH END OF A CONCRETE PIPE CULVERT UNDER ROAD WEST, 19 FEET
 KB0330'EAST-SOUTHEAST OF THE SOUTH END OF A CONCRETE PIPE CULVERT UNDER
 KB0330'THE ROAD WEST, 2.1 FEET EAST OF A METAL WITNESS POST, ABOUT
 KB0330'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 KB0330'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE MARK MAY ALSO
 KB0330'BE REACHED FROM SIGEL, SHELBY COUNTY, BY GOING NORTH FOR 3.7
 KB0330'MILES ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE AT SIGEL.
 KB0330
 KB0330                          STATION RECOVERY (1973)
 KB0330
 KB0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0330'RECOVERED IN GOOD CONDITION.
 KB0330
 KB0330                          STATION RECOVERY (2004)
 KB0330
 KB0330'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0236 ***********************************************************************
 MF0236  DESIGNATION -  B 21
 MF0236  PID         -  MF0236
 MF0236  STATE/COUNTY-  IL/LIVINGSTON
 MF0236  USGS QUAD   -  DWIGHT (1983)
 MF0236
 MF0236                         *CURRENT SURVEY CONTROL
 MF0236  ___________________________________________________________________
 MF0236* NAD 83(1986)-  41 05 53.     (N)    088 25 34.     (W)     SCALED    
 MF0236* NAVD 88     -       192.820  (meters)     632.61   (feet)  ADJUSTED  
 MF0236  ___________________________________________________________________
 MF0236  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MF0236  DYNAMIC HT  -         192.743 (meters)     632.36  (feet)  COMP
 MF0236  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 MF0236
 MF0236  VERT ORDER  -  SECOND    CLASS 0
 MF0236
 MF0236.The horizontal coordinates were scaled from a topographic map and have
 MF0236.an estimated accuracy of +/- 6 seconds.
 MF0236
 MF0236.The orthometric height was determined by differential leveling
 MF0236.and adjusted by the National Geodetic Survey in June 1991..
 MF0236
 MF0236.The geoid height was determined by GEOID03.
 MF0236
 MF0236.The dynamic height is computed by dividing the NAVD 88
 MF0236.geopotential number by the normal gravity value computed on the
 MF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0236.degrees latitude (g = 980.6199 gals.).
 MF0236
 MF0236.The modeled gravity was interpolated from observed gravity values.
 MF0236
 MF0236;                    North         East    Units  Estimated Accuracy
 MF0236;SPC IL E     -   491,940.      292,210.      MT  (+/- 180 meters Scaled)
 MF0236
 MF0236                          SUPERSEDED SURVEY CONTROL
 MF0236
 MF0236  NGVD 29 (??/??/92)  192.894  (m)          632.85   (f) ADJ UNCH    2 0
 MF0236
 MF0236.Superseded values are not recommended for survey control.
 MF0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0236.See file dsdata.txt to determine how the superseded data were derived.
 MF0236
 MF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL802506(NAD 83)
 MF0236_MARKER: DB = BENCH MARK DISK
 MF0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0236_STAMPING: B 21 1934
 MF0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0236+STABILITY: SURFACE MOTION
 MF0236
 MF0236  HISTORY     - Date     Condition        Report By
 MF0236  HISTORY     - 1934     MONUMENTED       CGS
 MF0236  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF0236  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MF0236
 MF0236                          STATION DESCRIPTION
 MF0236
 MF0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0236'AT DWIGHT.
 MF0236'AT DWIGHT, LIVINGSTON COUNTY, IN THE SOUTHEAST CORNER OF THE CITY
 MF0236'PARK, 51 FEET NORTH OF THE CENTER OF THE INTERSECTION OF TWO
 MF0236'STREETS, 24 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 MF0236'STREET, AND ABOUT 1 1/2 FEET HIGHER THAN THE STREET.  A STANDARD
 MF0236'DISK, STAMPED B 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0236
 MF0236                          STATION RECOVERY (1979)
 MF0236
 MF0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0236'MARK NOT FOUND.
 MF0236
 MF0236                          STATION RECOVERY (1990)
 MF0236
 MF0236'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 MF0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0433 ***********************************************************************
 KB0433  DESIGNATION -  B 210
 KB0433  PID         -  KB0433
 KB0433  STATE/COUNTY-  IL/CUMBERLAND
 KB0433  USGS QUAD   -  WOODBURY (1985)
 KB0433
 KB0433                         *CURRENT SURVEY CONTROL
 KB0433  ___________________________________________________________________
 KB0433* NAD 83(1986)-  39 10 34.     (N)    088 21 05.     (W)     SCALED    
 KB0433* NAVD 88     -       181.957  (meters)     596.97   (feet)  ADJUSTED  
 KB0433  ___________________________________________________________________
 KB0433  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KB0433  DYNAMIC HT  -         181.849 (meters)     596.62  (feet)  COMP
 KB0433  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 KB0433
 KB0433  VERT ORDER  -  SECOND    CLASS 0
 KB0433
 KB0433.The horizontal coordinates were scaled from a topographic map and have
 KB0433.an estimated accuracy of +/- 6 seconds.
 KB0433
 KB0433.The orthometric height was determined by differential leveling
 KB0433.and adjusted by the National Geodetic Survey in June 1991..
 KB0433
 KB0433.The geoid height was determined by GEOID03.
 KB0433
 KB0433.The dynamic height is computed by dividing the NAVD 88
 KB0433.geopotential number by the normal gravity value computed on the
 KB0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0433.degrees latitude (g = 980.6199 gals.).
 KB0433
 KB0433.The modeled gravity was interpolated from observed gravity values.
 KB0433
 KB0433;                    North         East    Units  Estimated Accuracy
 KB0433;SPC IL E     -   278,530.      298,440.      MT  (+/- 180 meters Scaled)
 KB0433
 KB0433                          SUPERSEDED SURVEY CONTROL
 KB0433
 KB0433  NGVD 29 (??/??/92)  182.032  (m)          597.22   (f) ADJ UNCH    2 0
 KB0433
 KB0433.Superseded values are not recommended for survey control.
 KB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0433.See file dsdata.txt to determine how the superseded data were derived.
 KB0433
 KB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ832371(NAD 83)
 KB0433_MARKER: DB = BENCH MARK DISK
 KB0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0433_STAMPING: B 210 1959
 KB0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0433+STABILITY: SURFACE MOTION
 KB0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0433+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 KB0433
 KB0433  HISTORY     - Date     Condition        Report By
 KB0433  HISTORY     - 1959     MONUMENTED       CGS
 KB0433  HISTORY     - 1973     GOOD             NGS
 KB0433  HISTORY     - 20050217 GOOD             ILDT
 KB0433
 KB0433                          STATION DESCRIPTION
 KB0433
 KB0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0433'1.6 MI NE FROM MONTROSE.
 KB0433'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST
 KB0433'OFFICE AT MONTROSE, AT THE JUNCTION OF A FIELD ROAD SOUTH, 153
 KB0433'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40 1/2 FEET NORTH
 KB0433'OF THE NORTH RAIL OF THE WEST-BOUND TRACK OF THE PENNSYLVANIA
 KB0433'RAILROAD, 156 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 KB0433'THE RAILROAD AND THE FIELD ROAD, 3 1/2 FEET WEST OF A TELEPHONE
 KB0433'POLE, 48 FEET SOUTHEAST OF THE EAST END OF A CONCRETE PIPE
 KB0433'CULVERT, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 KB0433'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KB0433'POST PROJECTING 3 INCHES.
 KB0433
 KB0433                          STATION RECOVERY (1973)
 KB0433
 KB0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0433'RECOVERED IN GOOD CONDITION.
 KB0433
 KB0433                          STATION RECOVERY (2005)
 KB0433
 KB0433'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1416 ***********************************************************************
 KA1416  DESIGNATION -  B 211
 KA1416  PID         -  KA1416
 KA1416  STATE/COUNTY-  IL/CLARK
 KA1416  USGS QUAD   -  CASEY (1984)
 KA1416
 KA1416                         *CURRENT SURVEY CONTROL
 KA1416  ___________________________________________________________________
 KA1416* NAD 83(1986)-  39 20 16.     (N)    087 54 31.     (W)     SCALED    
 KA1416* NAVD 88     -       188.993  (meters)     620.05   (feet)  ADJUSTED  
 KA1416  ___________________________________________________________________
 KA1416  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KA1416  DYNAMIC HT  -         188.884 (meters)     619.70  (feet)  COMP
 KA1416  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 KA1416
 KA1416  VERT ORDER  -  SECOND    CLASS 0
 KA1416
 KA1416.The horizontal coordinates were scaled from a topographic map and have
 KA1416.an estimated accuracy of +/- 6 seconds.
 KA1416
 KA1416.The orthometric height was determined by differential leveling
 KA1416.and adjusted by the National Geodetic Survey in June 1991..
 KA1416
 KA1416.The geoid height was determined by GEOID03.
 KA1416
 KA1416.The dynamic height is computed by dividing the NAVD 88
 KA1416.geopotential number by the normal gravity value computed on the
 KA1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1416.degrees latitude (g = 980.6199 gals.).
 KA1416
 KA1416.The modeled gravity was interpolated from observed gravity values.
 KA1416
 KA1416;                    North         East    Units  Estimated Accuracy
 KA1416;SPC IL E     -   296,560.      336,620.      MT  (+/- 180 meters Scaled)
 KA1416
 KA1416                          SUPERSEDED SURVEY CONTROL
 KA1416
 KA1416  NGVD 29 (??/??/92)  189.063  (m)          620.28   (f) ADJ UNCH    2 0
 KA1416
 KA1416.Superseded values are not recommended for survey control.
 KA1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1416.See file dsdata.txt to determine how the superseded data were derived.
 KA1416
 KA1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ216546(NAD 83)
 KA1416_MARKER: DB = BENCH MARK DISK
 KA1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1416_STAMPING: B 211 1959
 KA1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1416+STABILITY: SURFACE MOTION
 KA1416
 KA1416  HISTORY     - Date     Condition        Report By
 KA1416  HISTORY     - 1959     MONUMENTED       CGS
 KA1416  HISTORY     - 1960     GOOD             NGS
 KA1416
 KA1416                          STATION DESCRIPTION
 KA1416
 KA1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1416'1.6 MI SW FROM MARTINSVILLE.
 KA1416'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1416'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.2 MILES
 KA1416'NORTHWEST ALONG AN ASPHALT ROAD, AT A NORTH-SOUTH GRAVEL ROAD
 KA1416'CROSSING, 23 FEET NORTHEAST OF THE CENTER LINE OF THE ASPHALT ROAD,
 KA1416'32 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 1 1/2 FEET
 KA1416'SOUTHWEST OF A FENCE, 12 1/2 FEET SOUTHEAST OF A FENCE CORNER, 2.3
 KA1416'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 KA1416'LEVEL OF THE ASPHALT ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA1416'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0942 ***********************************************************************
 JB0942  DESIGNATION -  B 212
 JB0942  PID         -  JB0942
 JB0942  STATE/COUNTY-  IL/FAYETTE
 JB0942  USGS QUAD   -  HAGARSTOWN (1974)
 JB0942
 JB0942                         *CURRENT SURVEY CONTROL
 JB0942  ___________________________________________________________________
 JB0942* NAD 83(1986)-  38 56 39.     (N)    089 12 37.     (W)     SCALED    
 JB0942* NAVD 88     -       158.084  (meters)     518.65   (feet)  ADJUSTED  
 JB0942  ___________________________________________________________________
 JB0942  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JB0942  DYNAMIC HT  -         157.986 (meters)     518.33  (feet)  COMP
 JB0942  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 JB0942
 JB0942  VERT ORDER  -  SECOND    CLASS 0
 JB0942
 JB0942.The horizontal coordinates were scaled from a topographic map and have
 JB0942.an estimated accuracy of +/- 6 seconds.
 JB0942
 JB0942.The orthometric height was determined by differential leveling
 JB0942.and adjusted by the National Geodetic Survey in June 1991..
 JB0942
 JB0942.The geoid height was determined by GEOID03.
 JB0942
 JB0942.The dynamic height is computed by dividing the NAVD 88
 JB0942.geopotential number by the normal gravity value computed on the
 JB0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0942.degrees latitude (g = 980.6199 gals.).
 JB0942
 JB0942.The modeled gravity was interpolated from observed gravity values.
 JB0942
 JB0942;                    North         East    Units  Estimated Accuracy
 JB0942;SPC IL E     -   253,150.      223,980.      MT  (+/- 180 meters Scaled)
 JB0942
 JB0942                          SUPERSEDED SURVEY CONTROL
 JB0942
 JB0942  NGVD 29 (??/??/92)  158.212  (m)          519.07   (f) ADJ UNCH    2 0
 JB0942
 JB0942.Superseded values are not recommended for survey control.
 JB0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0942.See file dsdata.txt to determine how the superseded data were derived.
 JB0942
 JB0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ084129(NAD 83)
 JB0942_MARKER: DB = BENCH MARK DISK
 JB0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0942_STAMPING: B 212 1960
 JB0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0942+STABILITY: SURFACE MOTION
 JB0942
 JB0942  HISTORY     - Date     Condition        Report By
 JB0942  HISTORY     - 1960     MONUMENTED       CGS
 JB0942
 JB0942                          STATION DESCRIPTION
 JB0942
 JB0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0942'3.8 MI E FROM MULBERRY GROVE.
 JB0942'ABOUT 3.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0942'WITH SOUTH MAPLE STREET IN MULBERRY GROVE, THENCE 0.2 MILE NORTH
 JB0942'ALONG A GRAVEL ROAD, THENCE 0.05 MILE EAST ALONG A GRAVEL ROAD,
 JB0942'AT A DRIVE NORTH TO A FARM HOUSE, 15 FEET NORTH OF THE CENTER
 JB0942'LINE OF THE ROAD, 98 FEET EAST OF THE CENTER LINE OF THE DRIVE,
 JB0942'1 FOOT SOUTH OF A FENCE, 3 FEET SOUTHEAST OF A FENCE CORNER,
 JB0942'78 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 2.2
 JB0942'FEET WEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE
 JB0942'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0942'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1410 ***********************************************************************
 JB1410  DESIGNATION -  B 213
 JB1410  PID         -  JB1410
 JB1410  STATE/COUNTY-  IL/CLINTON
 JB1410  USGS QUAD   -  ST ROSE (1962)
 JB1410
 JB1410                         *CURRENT SURVEY CONTROL
 JB1410  ___________________________________________________________________
 JB1410* NAD 83(1986)-  38 41 29.     (N)    089 35 43.     (W)     SCALED    
 JB1410* NAVD 88     -       142.028  (meters)     465.97   (feet)  ADJUSTED  
 JB1410  ___________________________________________________________________
 JB1410  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JB1410  DYNAMIC HT  -         141.938 (meters)     465.67  (feet)  COMP
 JB1410  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 JB1410
 JB1410  VERT ORDER  -  SECOND    CLASS 0
 JB1410
 JB1410.The horizontal coordinates were scaled from a topographic map and have
 JB1410.an estimated accuracy of +/- 6 seconds.
 JB1410
 JB1410.The orthometric height was determined by differential leveling
 JB1410.and adjusted by the National Geodetic Survey in June 1991..
 JB1410
 JB1410.The geoid height was determined by GEOID03.
 JB1410
 JB1410.The dynamic height is computed by dividing the NAVD 88
 JB1410.geopotential number by the normal gravity value computed on the
 JB1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1410.degrees latitude (g = 980.6199 gals.).
 JB1410
 JB1410.The modeled gravity was interpolated from observed gravity values.
 JB1410
 JB1410;                    North         East    Units  Estimated Accuracy
 JB1410;SPC IL W     -   224,870.      749,710.      MT  (+/- 180 meters Scaled)
 JB1410
 JB1410                          SUPERSEDED SURVEY CONTROL
 JB1410
 JB1410  NGVD 29 (??/??/92)  142.148  (m)          466.36   (f) ADJ UNCH    2 0
 JB1410
 JB1410.Superseded values are not recommended for survey control.
 JB1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1410.See file dsdata.txt to determine how the superseded data were derived.
 JB1410
 JB1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH742857(NAD 83)
 JB1410_MARKER: DB = BENCH MARK DISK
 JB1410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1410_SP_SET: BRIDGE
 JB1410_STAMPING: B 213 1960
 JB1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1410
 JB1410  HISTORY     - Date     Condition        Report By
 JB1410  HISTORY     - 1960     MONUMENTED       CGS
 JB1410
 JB1410                          STATION DESCRIPTION
 JB1410
 JB1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1410'9.4 MI NW FROM BREESE.
 JB1410'ABOUT 3.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1410'THE STATION AT BREESE, THENCE 5.65 MILES NORTH ALONG AN ASPHALT
 JB1410'ROAD AND A GRAVEL ROAD, ABOUT 0.2 MILE NORTH OF THE JUNCTION
 JB1410'OF A ROAD EAST, SET IN THE TOP OF THE EAST END OF THE NORTH
 JB1410'BRIDGE SEAT OF AN 80-FOOT CONCRETE BRIDGE, 19 FEET EAST OF THE
 JB1410'CENTER LINE OF THE ROAD AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 JB1410'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0549 ***********************************************************************
 JB0549  DESIGNATION -  B 214
 JB0549  PID         -  JB0549
 JB0549  STATE/COUNTY-  IL/CLAY
 JB0549  USGS QUAD   -  OSKALOOSA (1985)
 JB0549
 JB0549                         *CURRENT SURVEY CONTROL
 JB0549  ___________________________________________________________________
 JB0549* NAD 83(1986)-  38 52 11.     (N)    088 38 31.     (W)     SCALED    
 JB0549* NAVD 88     -       151.277  (meters)     496.31   (feet)  ADJUSTED  
 JB0549  ___________________________________________________________________
 JB0549  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JB0549  DYNAMIC HT  -         151.184 (meters)     496.01  (feet)  COMP
 JB0549  MODELED GRAV-     980,011.5   (mgal)                       NAVD 88
 JB0549
 JB0549  VERT ORDER  -  SECOND    CLASS 0
 JB0549
 JB0549.The horizontal coordinates were scaled from a topographic map and have
 JB0549.an estimated accuracy of +/- 6 seconds.
 JB0549
 JB0549.The orthometric height was determined by differential leveling
 JB0549.and adjusted by the National Geodetic Survey in June 1991..
 JB0549
 JB0549.The geoid height was determined by GEOID03.
 JB0549
 JB0549.The dynamic height is computed by dividing the NAVD 88
 JB0549.geopotential number by the normal gravity value computed on the
 JB0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0549.degrees latitude (g = 980.6199 gals.).
 JB0549
 JB0549.The modeled gravity was interpolated from observed gravity values.
 JB0549
 JB0549;                    North         East    Units  Estimated Accuracy
 JB0549;SPC IL E     -   244,560.      273,220.      MT  (+/- 180 meters Scaled)
 JB0549
 JB0549                          SUPERSEDED SURVEY CONTROL
 JB0549
 JB0549  NGVD 29 (??/??/92)  151.381  (m)          496.66   (f) ADJ UNCH    2 0
 JB0549
 JB0549.Superseded values are not recommended for survey control.
 JB0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0549.See file dsdata.txt to determine how the superseded data were derived.
 JB0549
 JB0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ575036(NAD 83)
 JB0549_MARKER: DB = BENCH MARK DISK
 JB0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0549_SP_SET: PIER
 JB0549_STAMPING: B 214 1960
 JB0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0549
 JB0549  HISTORY     - Date     Condition        Report By
 JB0549  HISTORY     - 1960     MONUMENTED       CGS
 JB0549
 JB0549                          STATION DESCRIPTION
 JB0549
 JB0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0549'5.1 MI S FROM EDGEWOOD.
 JB0549'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 37 FROM ITS
 JB0549'JUNCTION WITH THE BALTIMORE AND OHIO RAILROAD IN EDGEWOOD, THENCE
 JB0549'4.95 MILES SOUTH ALONG AN ASPHALT AND GRAVEL ROAD LEADING TO
 JB0549'IOLA, AT THE BALTIMORE AND OHIO RAILROAD OVERPASS OVER THE ROAD,
 JB0549'SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE BASE OF THE
 JB0549'FIRST PIER NORTHWEST OF THE ROAD, 15 FEET NORTHWEST OF THE CENTER
 JB0549'LINE OF THE ROAD, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 JB0549'NOTE-- THE MARK MAY BE REACHED FROM IOLA, CLAY COUNTY, BY GOING
 JB0549'NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FOR 2.8 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0654 ***********************************************************************
 JB0654  DESIGNATION -  B 215
 JB0654  PID         -  JB0654
 JB0654  STATE/COUNTY-  IL/MARION
 JB0654  USGS QUAD   -  SALEM NORTH (1978)
 JB0654
 JB0654                         *CURRENT SURVEY CONTROL
 JB0654  ___________________________________________________________________
 JB0654* NAD 83(1986)-  38 37 37.     (N)    088 58 34.     (W)     SCALED    
 JB0654* NAVD 88     -       169.683  (meters)     556.70   (feet)  ADJUSTED  
 JB0654  ___________________________________________________________________
 JB0654  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 JB0654  DYNAMIC HT  -         169.575 (meters)     556.35  (feet)  COMP
 JB0654  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JB0654
 JB0654  VERT ORDER  -  SECOND    CLASS 0
 JB0654
 JB0654.The horizontal coordinates were scaled from a topographic map and have
 JB0654.an estimated accuracy of +/- 6 seconds.
 JB0654
 JB0654.The orthometric height was determined by differential leveling
 JB0654.and adjusted by the National Geodetic Survey in June 1991..
 JB0654
 JB0654.The geoid height was determined by GEOID03.
 JB0654
 JB0654.The dynamic height is computed by dividing the NAVD 88
 JB0654.geopotential number by the normal gravity value computed on the
 JB0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0654.degrees latitude (g = 980.6199 gals.).
 JB0654
 JB0654.The modeled gravity was interpolated from observed gravity values.
 JB0654
 JB0654;                    North         East    Units  Estimated Accuracy
 JB0654;SPC IL E     -   217,760.      244,030.      MT  (+/- 180 meters Scaled)
 JB0654
 JB0654                          SUPERSEDED SURVEY CONTROL
 JB0654
 JB0654  NGVD 29 (??/??/92)  169.793  (m)          557.06   (f) ADJ UNCH    2 0
 JB0654
 JB0654.Superseded values are not recommended for survey control.
 JB0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0654.See file dsdata.txt to determine how the superseded data were derived.
 JB0654
 JB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH279772(NAD 83)
 JB0654_MARKER: DB = BENCH MARK DISK
 JB0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0654_STAMPING: B 215 1960
 JB0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0654+STABILITY: SURFACE MOTION
 JB0654
 JB0654  HISTORY     - Date     Condition        Report By
 JB0654  HISTORY     - 1960     MONUMENTED       CGS
 JB0654
 JB0654                          STATION DESCRIPTION
 JB0654
 JB0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0654'2 MI W FROM SALEM.
 JB0654'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE COURT HOUSE
 JB0654'IN SALEM, THENCE 0.3 MILE NORTH ALONG AN OILED ROAD, AT THE
 JB0654'JUNCTION OF AN EAST-WEST CROSS ROAD, 25 FEET WEST OF THE CENTER
 JB0654'LINE OF THE ROAD, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JB0654'38 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 2 1/2 FEET
 JB0654'NORTHEAST OF POWER POLE NUMBER D-6-74, 1.8 MILES EAST OF A METAL
 JB0654'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 JB0654'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0388 ***********************************************************************
 JB0388  DESIGNATION -  B 216
 JB0388  PID         -  JB0388
 JB0388  STATE/COUNTY-  IL/JEFFERSON
 JB0388  USGS QUAD   -  MOUNT VERNON (1978)
 JB0388
 JB0388                         *CURRENT SURVEY CONTROL
 JB0388  ___________________________________________________________________
 JB0388* NAD 83(1986)-  38 18 09.     (N)    088 55 57.     (W)     SCALED    
 JB0388* NAVD 88     -       154.893  (meters)     508.18   (feet)  ADJUSTED  
 JB0388  ___________________________________________________________________
 JB0388  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JB0388  DYNAMIC HT  -         154.794 (meters)     507.85  (feet)  COMP
 JB0388  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JB0388
 JB0388  VERT ORDER  -  SECOND    CLASS 0
 JB0388
 JB0388.The horizontal coordinates were scaled from a topographic map and have
 JB0388.an estimated accuracy of +/- 6 seconds.
 JB0388
 JB0388.The orthometric height was determined by differential leveling
 JB0388.and adjusted by the National Geodetic Survey in June 1991..
 JB0388
 JB0388.The geoid height was determined by GEOID03.
 JB0388
 JB0388.The dynamic height is computed by dividing the NAVD 88
 JB0388.geopotential number by the normal gravity value computed on the
 JB0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0388.degrees latitude (g = 980.6199 gals.).
 JB0388
 JB0388.The modeled gravity was interpolated from observed gravity values.
 JB0388
 JB0388;                    North         East    Units  Estimated Accuracy
 JB0388;SPC IL E     -   181,720.      247,590.      MT  (+/- 180 meters Scaled)
 JB0388
 JB0388                          SUPERSEDED SURVEY CONTROL
 JB0388
 JB0388  NGVD 29 (??/??/92)  155.002  (m)          508.54   (f) ADJ UNCH    2 0
 JB0388
 JB0388.Superseded values are not recommended for survey control.
 JB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0388.See file dsdata.txt to determine how the superseded data were derived.
 JB0388
 JB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH310411(NAD 83)
 JB0388_MARKER: DB = BENCH MARK DISK
 JB0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0388_STAMPING: B 216 1960
 JB0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0388+STABILITY: SURFACE MOTION
 JB0388
 JB0388  HISTORY     - Date     Condition        Report By
 JB0388  HISTORY     - 1960     MONUMENTED       CGS
 JB0388
 JB0388                          STATION DESCRIPTION
 JB0388
 JB0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0388'2.5 MI SW FROM MT VERNON.
 JB0388'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE COURT HOUSE
 JB0388'AT MT. VERNON, THENCE 0.8 MILE SOUTH ALONG AN OILED ROAD, AT A
 JB0388'DRIVE EAST TO A FARM HOUSE, 21 FEET EAST OF THE CENTER LINE OF
 JB0388'THE ROAD, 113 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 2 FEET
 JB0388'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 73 FEET SOUTHWEST
 JB0388'OF THE SOUTHWEST CORNER OF THE HOUSE, 1.1 FEET SOUTH-SOUTHEAST
 JB0388'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD
 JB0388'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0927 ***********************************************************************
 HB0927  DESIGNATION -  B 217
 HB0927  PID         -  HB0927
 HB0927  STATE/COUNTY-  IL/PULASKI
 HB0927  USGS QUAD   -  PULASKI (1967)
 HB0927
 HB0927                         *CURRENT SURVEY CONTROL
 HB0927  ___________________________________________________________________
 HB0927* NAD 83(1986)-  37 13 26.     (N)    089 09 20.     (W)     SCALED    
 HB0927* NAVD 88     -       126.860  (meters)     416.21   (feet)  ADJUSTED  
 HB0927  ___________________________________________________________________
 HB0927  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB0927  DYNAMIC HT  -         126.769 (meters)     415.91  (feet)  COMP
 HB0927  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 HB0927
 HB0927  VERT ORDER  -  SECOND    CLASS 0
 HB0927
 HB0927.The horizontal coordinates were scaled from a topographic map and have
 HB0927.an estimated accuracy of +/- 6 seconds.
 HB0927
 HB0927.The orthometric height was determined by differential leveling
 HB0927.and adjusted by the National Geodetic Survey in June 1991..
 HB0927
 HB0927.The geoid height was determined by GEOID03.
 HB0927
 HB0927.The dynamic height is computed by dividing the NAVD 88
 HB0927.geopotential number by the normal gravity value computed on the
 HB0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0927.degrees latitude (g = 980.6199 gals.).
 HB0927
 HB0927.The modeled gravity was interpolated from observed gravity values.
 HB0927
 HB0927;                    North         East    Units  Estimated Accuracy
 HB0927;SPC IL W     -    62,310.      789,730.      MT  (+/- 180 meters Scaled)
 HB0927
 HB0927                          SUPERSEDED SURVEY CONTROL
 HB0927
 HB0927  NGVD 29 (??/??/??)  126.797  (m)          416.00   (f) ADJUSTED    2 0
 HB0927
 HB0927.Superseded values are not recommended for survey control.
 HB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0927.See file dsdata.txt to determine how the superseded data were derived.
 HB0927
 HB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG087218(NAD 83)
 HB0927_MARKER: DB = BENCH MARK DISK
 HB0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0927_STAMPING: B 217 1960
 HB0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0927+STABILITY: SURFACE MOTION
 HB0927
 HB0927  HISTORY     - Date     Condition        Report By
 HB0927  HISTORY     - 1960     MONUMENTED       CGS
 HB0927  HISTORY     - 1978     GOOD             ILDT
 HB0927  HISTORY     - 1978     GOOD             ILDT
 HB0927  HISTORY     - 1978     GOOD             ILDT
 HB0927
 HB0927                          STATION DESCRIPTION
 HB0927
 HB0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0927'5.2 MI NE FROM PULASKI.
 HB0927'ABOUT 0.4 MILE EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0927'AT PULASKI, THENCE 2.3 MILES NORTHEAST ALONG A WINDING GRAVEL
 HB0927'ROAD, THENCE 1.1 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.55
 HB0927'MILE EAST ALONG A GRAVEL ROAD, THENCE 0.8 MILE SOUTH ALONG A
 HB0927'NARROW GRAVEL ROAD, AT A SHARP CURVE IN THE ROAD TO THE SOUTHEAST,
 HB0927'AT A FARM HOUSE ON THE INSIDE OF THE CURVE, 18 FEET NORTH OF THE
 HB0927'CENTER LINE OF THE ROAD, 28 FEET EAST OF THE CENTER LINE OF THE
 HB0927'FARM DRIVE NORTH TO THE HOUSE, 2 FEET SOUTH OF A FENCE, 5 FEET
 HB0927'EAST OF A FENCE CORNER, 57 FEET EAST-SOUTHEAST OF A POWER POLE,
 HB0927'1.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 HB0927'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 HB0927'PROJECTING 3 INCHES.
 HB0927
 HB0927                          STATION RECOVERY (1978)
 HB0927
 HB0927'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0927'RECOVERED IN GOOD CONDITION.
 HB0927
 HB0927                          STATION RECOVERY (1978)
 HB0927
 HB0927'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0927'RECOVERED IN GOOD CONDITION.
 HB0927
 HB0927                          STATION RECOVERY (1978)
 HB0927
 HB0927'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0921 ***********************************************************************
 KB0921  DESIGNATION -  B 218
 KB0921  PID         -  KB0921
 KB0921  STATE/COUNTY-  IL/MACOUPIN
 KB0921  USGS QUAD   -  GILLESPIE SOUTH (1974)
 KB0921
 KB0921                         *CURRENT SURVEY CONTROL
 KB0921  ___________________________________________________________________
 KB0921* NAD 83(1986)-  39 01 28.     (N)    089 45 41.     (W)     SCALED    
 KB0921* NAVD 88     -       196.607  (meters)     645.03   (feet)  ADJUSTED  
 KB0921  ___________________________________________________________________
 KB0921  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KB0921  DYNAMIC HT  -         196.490 (meters)     644.65  (feet)  COMP
 KB0921  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 KB0921
 KB0921  VERT ORDER  -  SECOND    CLASS 0
 KB0921
 KB0921.The horizontal coordinates were scaled from a topographic map and have
 KB0921.an estimated accuracy of +/- 6 seconds.
 KB0921
 KB0921.The orthometric height was determined by differential leveling
 KB0921.and adjusted by the National Geodetic Survey in June 1991..
 KB0921
 KB0921.The geoid height was determined by GEOID03.
 KB0921
 KB0921.The dynamic height is computed by dividing the NAVD 88
 KB0921.geopotential number by the normal gravity value computed on the
 KB0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0921.degrees latitude (g = 980.6199 gals.).
 KB0921
 KB0921.The modeled gravity was interpolated from observed gravity values.
 KB0921
 KB0921;                    North         East    Units  Estimated Accuracy
 KB0921;SPC IL W     -   261,760.      735,090.      MT  (+/- 180 meters Scaled)
 KB0921
 KB0921                          SUPERSEDED SURVEY CONTROL
 KB0921
 KB0921  NGVD 29 (??/??/92)  196.723  (m)          645.42   (f) ADJ UNCH    2 0
 KB0921
 KB0921.Superseded values are not recommended for survey control.
 KB0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0921.See file dsdata.txt to determine how the superseded data were derived.
 KB0921
 KB0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ609231(NAD 83)
 KB0921_MARKER: DB = BENCH MARK DISK
 KB0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0921_SP_SET: CULVERT
 KB0921_STAMPING: B 218 1960
 KB0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0921
 KB0921  HISTORY     - Date     Condition        Report By
 KB0921  HISTORY     - 1960     MONUMENTED       CGS
 KB0921
 KB0921                          STATION DESCRIPTION
 KB0921
 KB0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0921'2 MI NE FROM STAUNTON.
 KB0921'ABOUT 1.45 MILES EAST ALONG EAST MAIN STREET FROM THE PUBLIC PARK,
 KB0921'THENCE 0.5 MILE NORTHEAST ON OLD U.S. HIGHWAY 66, ABOUT 0.15
 KB0921'MILE SOUTHWEST OF A JUNCTION OF A ROAD NORTH, AT THE CROSSING OF A
 KB0921'HIGHPOWER TRANSMISSION LINE, SET IN THE TOP OF THE NORTHWEST HEADWALL
 KB0921'OF A FOUR FOOT CONCRETE BOX CULVERT, 15 FEET WEST-NORTHWEST OF THE
 KB0921'CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF THE SOUTHWEST END
 KB0921'OF THE HEADWALL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1048 ***********************************************************************
 KB1048  DESIGNATION -  B 219
 KB1048  PID         -  KB1048
 KB1048  STATE/COUNTY-  IL/SANGAMON
 KB1048  USGS QUAD   -  CHATHAM (1976)
 KB1048
 KB1048                         *CURRENT SURVEY CONTROL
 KB1048  ___________________________________________________________________
 KB1048* NAD 83(1986)-  39 38 30.     (N)    089 39 24.     (W)     SCALED    
 KB1048* NAVD 88     -       182.375  (meters)     598.34   (feet)  ADJUSTED  
 KB1048  ___________________________________________________________________
 KB1048  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB1048  DYNAMIC HT  -         182.273 (meters)     598.01  (feet)  COMP
 KB1048  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 KB1048
 KB1048  VERT ORDER  -  SECOND    CLASS 0
 KB1048
 KB1048.The horizontal coordinates were scaled from a topographic map and have
 KB1048.an estimated accuracy of +/- 6 seconds.
 KB1048
 KB1048.The orthometric height was determined by differential leveling
 KB1048.and adjusted by the National Geodetic Survey in June 1991..
 KB1048
 KB1048.The geoid height was determined by GEOID03.
 KB1048
 KB1048.The dynamic height is computed by dividing the NAVD 88
 KB1048.geopotential number by the normal gravity value computed on the
 KB1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1048.degrees latitude (g = 980.6199 gals.).
 KB1048
 KB1048.The modeled gravity was interpolated from observed gravity values.
 KB1048
 KB1048;                    North         East    Units  Estimated Accuracy
 KB1048;SPC IL W     -   330,330.      743,780.      MT  (+/- 180 meters Scaled)
 KB1048
 KB1048                          SUPERSEDED SURVEY CONTROL
 KB1048
 KB1048  NGVD 29 (??/??/92)  182.489  (m)          598.72   (f) ADJ UNCH    2 0
 KB1048
 KB1048.Superseded values are not recommended for survey control.
 KB1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1048.See file dsdata.txt to determine how the superseded data were derived.
 KB1048
 KB1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ720913(NAD 83)
 KB1048_MARKER: DB = BENCH MARK DISK
 KB1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1048_STAMPING: B 219 1960
 KB1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1048+STABILITY: SURFACE MOTION
 KB1048
 KB1048  HISTORY     - Date     Condition        Report By
 KB1048  HISTORY     - 1960     MONUMENTED       CGS
 KB1048  HISTORY     - 1976     GOOD             NGS
 KB1048
 KB1048                          STATION DESCRIPTION
 KB1048
 KB1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1048'5.6 MI NW FROM DIVERNON.
 KB1048'4.5 MILES NORTH ALONG U.S. 66 FROM ITS JUNCTION OF DIVERNON
 KB1048'ROAD, THENCE 0.25 MILES WEST ALONG AN OILED ROAD, THENCE 0.6
 KB1048'MILES NORTH ALONG AN OILED ROAD, THENCE 0.10 MILES WEST ALONG AN
 KB1048'OILED ROAD, THENCE 0.10 MILES NORTH ALONG AN OILED ROAD, AT THE
 KB1048'OUTSIDE OF A CURVE IN THE ROAD TO THE WEST, 23 FEET EAST OF THE
 KB1048'CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE, 5 FEET SOUTHEAST
 KB1048'OF A POWER LINE BRACE POLE, 48 FEET SOUTH OF A TELEPHONE POLE,
 KB1048'1.8 FEET NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL
 KB1048'OF THE GROUND, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KB1048'3 INCHES.
 KB1048
 KB1048                          STATION RECOVERY (1976)
 KB1048
 KB1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0024 ***********************************************************************
 LC0024  DESIGNATION -  B 22
 LC0024  PID         -  LC0024
 LC0024  STATE/COUNTY-  IL/FORD
 LC0024  USGS QUAD   -  SIBLEY (1986)
 LC0024
 LC0024                         *CURRENT SURVEY CONTROL
 LC0024  ___________________________________________________________________
 LC0024* NAD 83(1986)-  40 35 18.     (N)    088 23 04.     (W)     SCALED    
 LC0024* NAVD 88     -       247.625  (meters)     812.42   (feet)  ADJUSTED  
 LC0024  ___________________________________________________________________
 LC0024  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0024  DYNAMIC HT  -         247.513 (meters)     812.05  (feet)  COMP
 LC0024  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 LC0024
 LC0024  VERT ORDER  -  SECOND    CLASS 0
 LC0024
 LC0024.The horizontal coordinates were scaled from a topographic map and have
 LC0024.an estimated accuracy of +/- 6 seconds.
 LC0024
 LC0024.The orthometric height was determined by differential leveling
 LC0024.and adjusted by the National Geodetic Survey in June 1991..
 LC0024
 LC0024.The geoid height was determined by GEOID03.
 LC0024
 LC0024.The dynamic height is computed by dividing the NAVD 88
 LC0024.geopotential number by the normal gravity value computed on the
 LC0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0024.degrees latitude (g = 980.6199 gals.).
 LC0024
 LC0024.The modeled gravity was interpolated from observed gravity values.
 LC0024
 LC0024;                    North         East    Units  Estimated Accuracy
 LC0024;SPC IL E     -   435,330.      295,670.      MT  (+/- 180 meters Scaled)
 LC0024
 LC0024                          SUPERSEDED SURVEY CONTROL
 LC0024
 LC0024  NGVD 29 (??/??/92)  247.678  (m)          812.59   (f) ADJ UNCH    2 0
 LC0024
 LC0024.Superseded values are not recommended for survey control.
 LC0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0024.See file dsdata.txt to determine how the superseded data were derived.
 LC0024
 LC0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK828939(NAD 83)
 LC0024_MARKER: DB = BENCH MARK DISK
 LC0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0024_STAMPING: B 22 1934
 LC0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0024+STABILITY: SURFACE MOTION
 LC0024
 LC0024  HISTORY     - Date     Condition        Report By
 LC0024  HISTORY     - 1934     MONUMENTED       CGS
 LC0024  HISTORY     - 1973     GOOD             NGS
 LC0024  HISTORY     - 1984     GOOD             USPSQD
 LC0024
 LC0024                          STATION DESCRIPTION
 LC0024
 LC0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0024'AT SIBLEY.
 LC0024'AT SIBLEY, FORD COUNTY, IN THE SOUTHWEST CORNER OF THE CITY PARK,
 LC0024'42 FEET SOUTH OF THE WABASH RAILWAY STATION, 75 FEET EAST OF THE
 LC0024'CENTERLINE OF THE MAIN TRACK, 25 FEET NORTH OF THE CENTERLINE
 LC0024'OF A ROAD, 9 FEET WEST OF A 10-INCH ELM TREE, 2 1/2 FEET NORTH
 LC0024'OF THE SIDEWALK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 LC0024'DISK, STAMPED B 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LC0024
 LC0024                          STATION RECOVERY (1973)
 LC0024
 LC0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0024'RECOVERED IN GOOD CONDITION.
 LC0024
 LC0024                          STATION RECOVERY (1984)
 LC0024
 LC0024'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LC0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0192 ***********************************************************************
 LC0192  DESIGNATION -  B 22
 LC0192  PID         -  LC0192
 LC0192  STATE/COUNTY-  IL/FORD
 LC0192  USGS QUAD   -  GIBSON CITY WEST (1982)
 LC0192
 LC0192                         *CURRENT SURVEY CONTROL
 LC0192  ___________________________________________________________________
 LC0192* NAD 83(1986)-  40 28 12.     (N)    088 22 35.     (W)     SCALED    
 LC0192* NAVD 88     -       228.996  (meters)     751.30   (feet)  ADJUSTED  
 LC0192  ___________________________________________________________________
 LC0192  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0192  DYNAMIC HT  -         228.889 (meters)     750.95  (feet)  COMP
 LC0192  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 LC0192
 LC0192  VERT ORDER  -  SECOND    CLASS 0
 LC0192
 LC0192.The horizontal coordinates were scaled from a topographic map and have
 LC0192.an estimated accuracy of +/- 6 seconds.
 LC0192
 LC0192.The orthometric height was determined by differential leveling
 LC0192.and adjusted by the National Geodetic Survey in June 1991..
 LC0192
 LC0192.The geoid height was determined by GEOID03.
 LC0192
 LC0192.The dynamic height is computed by dividing the NAVD 88
 LC0192.geopotential number by the normal gravity value computed on the
 LC0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0192.degrees latitude (g = 980.6199 gals.).
 LC0192
 LC0192.The modeled gravity was interpolated from observed gravity values.
 LC0192
 LC0192;                    North         East    Units  Estimated Accuracy
 LC0192;SPC IL E     -   422,190.      296,350.      MT  (+/- 180 meters Scaled)
 LC0192
 LC0192                          SUPERSEDED SURVEY CONTROL
 LC0192
 LC0192  NGVD 29 (??/??/92)  229.052  (m)          751.48   (f) ADJ UNCH    2 0
 LC0192
 LC0192.Superseded values are not recommended for survey control.
 LC0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0192.See file dsdata.txt to determine how the superseded data were derived.
 LC0192
 LC0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK833808(NAD 83)
 LC0192_MARKER: DD = SURVEY DISK
 LC0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0192_STAMPING: ILLINOIS B 22 1924
 LC0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0192+STABILITY: SURFACE MOTION
 LC0192
 LC0192  HISTORY     - Date     Condition        Report By
 LC0192  HISTORY     - 1924     MONUMENTED       USGS
 LC0192  HISTORY     - 1935     GOOD             NGS
 LC0192
 LC0192                          STATION DESCRIPTION
 LC0192
 LC0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC0192'AT GIBSON CITY.
 LC0192'AT GIBSON CITY, FORD COUNTY, AT THE NORTHWEST CORNER OF SANGAMON
 LC0192'AVENUE AND TENTH STREET, 47 FEET EAST AND 43 FEET SOUTH OF THE
 LC0192'FRONT ENTRANCE TO THE WILLIAM MAYER LIBRARY, 9.5 FEET NORTH AND
 LC0192'3.5 FEET WEST OF A CORNER OF THE SIDEWALK, AND 5.5 FEET EAST OF A
 LC0192'FLAGPOLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LC0192'STAMPED ILLINOIS B 22 1924 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1108 ***********************************************************************
 LC1108  DESIGNATION -  B 220
 LC1108  PID         -  LC1108
 LC1108  STATE/COUNTY-  IL/LOGAN
 LC1108  USGS QUAD   -  LINCOLN EAST (1980)
 LC1108
 LC1108                         *CURRENT SURVEY CONTROL
 LC1108  ___________________________________________________________________
 LC1108* NAD 83(1986)-  40 08 12.     (N)    089 20 47.     (W)     SCALED    
 LC1108* NAVD 88     -       175.642  (meters)     576.25   (feet)  ADJUSTED  
 LC1108  ___________________________________________________________________
 LC1108  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LC1108  DYNAMIC HT  -         175.553 (meters)     575.96  (feet)  COMP
 LC1108  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 LC1108
 LC1108  VERT ORDER  -  SECOND    CLASS 0
 LC1108
 LC1108.The horizontal coordinates were scaled from a topographic map and have
 LC1108.an estimated accuracy of +/- 6 seconds.
 LC1108
 LC1108.The orthometric height was determined by differential leveling
 LC1108.and adjusted by the National Geodetic Survey in June 1991..
 LC1108
 LC1108.The geoid height was determined by GEOID03.
 LC1108
 LC1108.The dynamic height is computed by dividing the NAVD 88
 LC1108.geopotential number by the normal gravity value computed on the
 LC1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1108.degrees latitude (g = 980.6199 gals.).
 LC1108
 LC1108.The modeled gravity was interpolated from observed gravity values.
 LC1108
 LC1108;                    North         East    Units  Estimated Accuracy
 LC1108;SPC IL W     -   385,480.      769,900.      MT  (+/- 180 meters Scaled)
 LC1108
 LC1108                          SUPERSEDED SURVEY CONTROL
 LC1108
 LC1108  NGVD 29 (??/??/92)  175.728  (m)          576.53   (f) ADJ UNCH    2 0
 LC1108
 LC1108.Superseded values are not recommended for survey control.
 LC1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1108.See file dsdata.txt to determine how the superseded data were derived.
 LC1108
 LC1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK001455(NAD 83)
 LC1108_MARKER: DB = BENCH MARK DISK
 LC1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1108_SP_SET: BUILDING
 LC1108_STAMPING: B 220 1960
 LC1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1108
 LC1108  HISTORY     - Date     Condition        Report By
 LC1108  HISTORY     - 1969     MONUMENTED       CGS
 LC1108
 LC1108                          STATION DESCRIPTION
 LC1108
 LC1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC1108'1.2 MI SE FROM LINCOLN.
 LC1108'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE POST OFFICE
 LC1108'IN LINCOLN, THENCE 0.05 MILES EAST ALONG A GRAVEL ROAD, AT THE
 LC1108'CHESTER-EAST LINCOLN SCHOOL SET VERTICALLY IN THE SOUTH BRICK
 LC1108'WALL AT THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 27 FEET WEST
 LC1108'OF THE CENTER OF THE SOUTH ENTRANCE, 0.5 FEET EAST OF THE SOUTHWEST
 LC1108'CORNER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0518 ***********************************************************************
 NH0518  DESIGNATION -  B 221
 NH0518  PID         -  NH0518
 NH0518  STATE/COUNTY-  IL/WINNEBAGO
 NH0518  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0518
 NH0518                         *CURRENT SURVEY CONTROL
 NH0518  ___________________________________________________________________
 NH0518* NAD 83(1986)-  42 29 11.     (N)    089 02 48.     (W)     SCALED    
 NH0518* NAVD 88     -       225.273  (meters)     739.08   (feet)  ADJUSTED  
 NH0518  ___________________________________________________________________
 NH0518  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH0518  DYNAMIC HT  -         225.203 (meters)     738.85  (feet)  COMP
 NH0518  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 NH0518
 NH0518  VERT ORDER  -  FIRST     CLASS II
 NH0518
 NH0518.The horizontal coordinates were scaled from a topographic map and have
 NH0518.an estimated accuracy of +/- 6 seconds.
 NH0518
 NH0518.The orthometric height was determined by differential leveling
 NH0518.and adjusted by the National Geodetic Survey in June 1991..
 NH0518
 NH0518.The geoid height was determined by GEOID03.
 NH0518
 NH0518.The dynamic height is computed by dividing the NAVD 88
 NH0518.geopotential number by the normal gravity value computed on the
 NH0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0518.degrees latitude (g = 980.6199 gals.).
 NH0518
 NH0518.The modeled gravity was interpolated from observed gravity values.
 NH0518
 NH0518;                    North         East    Units  Estimated Accuracy
 NH0518;SPC IL W     -   646,710.      792,080.      MT  (+/- 180 meters Scaled)
 NH0518
 NH0518                          SUPERSEDED SURVEY CONTROL
 NH0518
 NH0518  NGVD 29 (??/??/92)  225.334  (m)          739.28   (f) ADJ UNCH    1 2
 NH0518
 NH0518.Superseded values are not recommended for survey control.
 NH0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0518.See file dsdata.txt to determine how the superseded data were derived.
 NH0518
 NH0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN317058(NAD 83)
 NH0518_MARKER: DB = BENCH MARK DISK
 NH0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0518_SP_SET: CONCRETE SEWER BOX
 NH0518_STAMPING: B 221 1960
 NH0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0518
 NH0518  HISTORY     - Date     Condition        Report By
 NH0518  HISTORY     - 1960     MONUMENTED       CGS
 NH0518  HISTORY     - 19970530 GOOD             USPSQD
 NH0518
 NH0518                          STATION DESCRIPTION
 NH0518
 NH0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0518'2.3 MI N FROM ROCKTON.
 NH0518'ABOUT 2.3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0518'AND PACIFIC RAILROAD FROM THE STATION AT ROCKTON, 0.25 MILE
 NH0518'NORTHEAST OF MILEPOLE 70, IN S-6 - R-2 E - T-46 N, AT SOUTH
 NH0518'BELOIT, 10 FEET NORTHWEST OF THE NORTHWEST RAIL OF NORTHWEST
 NH0518'SIDE TRACK, 52.8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 NH0518'TRACK, ACROSS THE TRACKS FROM THE NORTHWEST (DEAD-END) END OF
 NH0518'PERRY AVENUE, NORTH OF AND ACROSS THE TRACKS FROM THE NORTH
 NH0518'CORNER OF STEEL FENCE AROUND A SEWAGE DISPOSAL PLANT, IN TOP OF
 NH0518'THE SOUTH CORNER OF A 3 1/2-FOOT-HIGH BY 6-BY 7-FOOT CONCRETE
 NH0518'SEWER BOX WITH 2-BY 4-FOOT IRON MANHOLE LID, AND ABOUT 3 FEET
 NH0518'ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS MARK CAN BE REACHED
 NH0518'BY GOING ABOUT 0.9 MILE SOUTHWEST ALONG THE CHIICAGO, MILWAUKEE,
 NH0518'ST.PAUL AND PACIFIC RAILROAD FROM THE STATION AT BELOIT, ROCK
 NH0518'COUNTY, WISCONSIN.
 NH0518
 NH0518                          STATION RECOVERY (1997)
 NH0518
 NH0518'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0571 ***********************************************************************
 NH0571  DESIGNATION -  B 222 RESET 1972
 NH0571  PID         -  NH0571
 NH0571  STATE/COUNTY-  IL/WINNEBAGO
 NH0571  USGS QUAD   -  WINNEBAGO (1976)
 NH0571
 NH0571                         *CURRENT SURVEY CONTROL
 NH0571  ___________________________________________________________________
 NH0571* NAD 83(1986)-  42 17 17.     (N)    089 07 39.     (W)     SCALED    
 NH0571* NAVD 88     -       225.88   (meters)     741.1    (feet)  RESET     
 NH0571  ___________________________________________________________________
 NH0571  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0571
 NH0571  VERT ORDER  -  THIRD
 NH0571
 NH0571.The horizontal coordinates were scaled from a topographic map and have
 NH0571.an estimated accuracy of +/- 6 seconds.
 NH0571
 NH0571.The orthometric height was computed from unverified reset data.
 NH0571
 NH0571.The geoid height was determined by GEOID03.
 NH0571
 NH0571;                    North         East    Units  Estimated Accuracy
 NH0571;SPC IL W     -   624,600.      785,700.      MT  (+/- 180 meters Scaled)
 NH0571
 NH0571                          SUPERSEDED SURVEY CONTROL
 NH0571
 NH0571.No superseded survey control is available for this station.
 NH0571
 NH0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM245839(NAD 83)
 NH0571_MARKER: DB = BENCH MARK DISK
 NH0571_SETTING: 0 = UNSPECIFIED SETTING
 NH0571_STAMPING: B 222 RESET 1972
 NH0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0571
 NH0571  HISTORY     - Date     Condition        Report By
 NH0571  HISTORY     - 1972     MONUMENTED       ILHD
 NH0571
 NH0571                          STATION DESCRIPTION
 NH0571
 NH0571'DESCRIBED BY IL HIGHWAY DEPT 1972
 NH0571'2.4 MI W FROM ROCKFORD.
 NH0571'ABOUT 2.45 MILES WEST ALONG AUBURN STREET FROM THE INTERSECTION
 NH0571'OF NORTH MAIN STREET, IN SECTION 16, T 44 N, R 1 E, ON THE CENTER
 NH0571'LINE OF AUBURN STREET, 181 FEET EAST OF THE CENTER LINE OF DAY
 NH0571'AVENUE AND LOCATED IN THE CENTER OF THE MEDIAN AT STATION 56
 NH0571'+ 97.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0618 ***********************************************************************
 NH0618  DESIGNATION -  B 223
 NH0618  PID         -  NH0618
 NH0618  STATE/COUNTY-  IL/OGLE
 NH0618  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0618
 NH0618                         *CURRENT SURVEY CONTROL
 NH0618  ___________________________________________________________________
 NH0618* NAD 83(1986)-  42 08 12.     (N)    089 05 30.     (W)     SCALED    
 NH0618* NAVD 88     -       221.526  (meters)     726.79   (feet)  ADJUSTED  
 NH0618  ___________________________________________________________________
 NH0618  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NH0618  DYNAMIC HT  -         221.454 (meters)     726.55  (feet)  COMP
 NH0618  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 NH0618
 NH0618  VERT ORDER  -  FIRST     CLASS II
 NH0618
 NH0618.The horizontal coordinates were scaled from a topographic map and have
 NH0618.an estimated accuracy of +/- 6 seconds.
 NH0618
 NH0618.The orthometric height was determined by differential leveling
 NH0618.and adjusted by the National Geodetic Survey in June 1991..
 NH0618
 NH0618.The geoid height was determined by GEOID03.
 NH0618
 NH0618.The dynamic height is computed by dividing the NAVD 88
 NH0618.geopotential number by the normal gravity value computed on the
 NH0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0618.degrees latitude (g = 980.6199 gals.).
 NH0618
 NH0618.The modeled gravity was interpolated from observed gravity values.
 NH0618
 NH0618;                    North         East    Units  Estimated Accuracy
 NH0618;SPC IL W     -   607,820.      788,870.      MT  (+/- 180 meters Scaled)
 NH0618
 NH0618                          SUPERSEDED SURVEY CONTROL
 NH0618
 NH0618  NGVD 29 (??/??/92)  221.575  (m)          726.95   (f) ADJ UNCH    1 2
 NH0618
 NH0618.Superseded values are not recommended for survey control.
 NH0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0618.See file dsdata.txt to determine how the superseded data were derived.
 NH0618
 NH0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM271670(NAD 83)
 NH0618_MARKER: DB = BENCH MARK DISK
 NH0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0618_SP_SET: BRIDGE ABUTMENT
 NH0618_STAMPING: B 223 1960
 NH0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0618+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 NH0618
 NH0618  HISTORY     - Date     Condition        Report By
 NH0618  HISTORY     - 1960     MONUMENTED       CGS
 NH0618  HISTORY     - 1987     GOOD             USPSQD
 NH0618  HISTORY     - 19960614 GOOD             USPSQD
 NH0618  HISTORY     - 20010725 GOOD             USPSQD
 NH0618
 NH0618                          STATION DESCRIPTION
 NH0618
 NH0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0618'2.5 MI N FROM DAVIS JUNCTION.
 NH0618'ABOUT 2.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0618'RAILROAD FROM THE STATION AT DAVIS JUNCTION, 0.2 MILE NORTH OF
 NH0618'MILEPOST 14, IN S-2, R-1E, T-42N, 69 YARDS NORTH OF THE CENTER OF
 NH0618'CROSSING OF A GRAVEL ROAD LEADING EAST-WEST, 8 1/2 FEET EAST OF
 NH0618'THE EAST RAIL, IN TOP OF THE EAST END OF THE LOWER PART OR BRIDGE
 NH0618'SEAT OF THE SOUTH CONCRETE ABUTMENT OF 45-FOOT CONCRETE BRIDGE
 NH0618'1424 UNDER THE TRACK, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 NH0618'TRACK.
 NH0618
 NH0618                          STATION RECOVERY (1987)
 NH0618
 NH0618'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0618'RECOVERED IN GOOD CONDITION.
 NH0618
 NH0618                          STATION RECOVERY (1996)
 NH0618
 NH0618'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0618'RECOVERED IN GOOD CONDITION.
 NH0618
 NH0618                          STATION RECOVERY (2001)
 NH0618
 NH0618'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0556 ***********************************************************************
 MF0556  DESIGNATION -  B 224
 MF0556  PID         -  MF0556
 MF0556  STATE/COUNTY-  IL/LEE
 MF0556  USGS QUAD   -  ROCHELLE (1993)
 MF0556
 MF0556                         *CURRENT SURVEY CONTROL
 MF0556  ___________________________________________________________________
 MF0556* NAD 83(1986)-  41 53 04.     (N)    089 02 15.     (W)     SCALED    
 MF0556* NAVD 88     -       241.602  (meters)     792.66   (feet)  ADJUSTED  
 MF0556  ___________________________________________________________________
 MF0556  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0556  DYNAMIC HT  -         241.516 (meters)     792.37  (feet)  COMP
 MF0556  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 MF0556
 MF0556  VERT ORDER  -  FIRST     CLASS I
 MF0556
 MF0556.The horizontal coordinates were scaled from a topographic map and have
 MF0556.an estimated accuracy of +/- 6 seconds.
 MF0556
 MF0556.The orthometric height was determined by differential leveling
 MF0556.and adjusted by the National Geodetic Survey in June 1991..
 MF0556
 MF0556.The geoid height was determined by GEOID03.
 MF0556
 MF0556.The dynamic height is computed by dividing the NAVD 88
 MF0556.geopotential number by the normal gravity value computed on the
 MF0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0556.degrees latitude (g = 980.6199 gals.).
 MF0556
 MF0556.The modeled gravity was interpolated from observed gravity values.
 MF0556
 MF0556;                    North         East    Units  Estimated Accuracy
 MF0556;SPC IL W     -   579,870.      793,720.      MT  (+/- 180 meters Scaled)
 MF0556
 MF0556                          SUPERSEDED SURVEY CONTROL
 MF0556
 MF0556  NGVD 29 (??/??/92)  241.666  (m)          792.87   (f) ADJ UNCH    1 1
 MF0556
 MF0556.Superseded values are not recommended for survey control.
 MF0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0556.See file dsdata.txt to determine how the superseded data were derived.
 MF0556
 MF0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM309389(NAD 83)
 MF0556_MARKER: DB = BENCH MARK DISK
 MF0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0556_SP_SET: ABUTMENT
 MF0556_STAMPING: B 224 1960
 MF0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0556
 MF0556  HISTORY     - Date     Condition        Report By
 MF0556  HISTORY     - 1960     MONUMENTED       CGS
 MF0556  HISTORY     - 1969     GOOD             NGS
 MF0556  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0556  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0556  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF0556
 MF0556                          STATION DESCRIPTION
 MF0556
 MF0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0556'3.2 MI S FROM ROCHELLE.
 MF0556'ABOUT 3.15 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0556'RAILROAD FROM THE STATION AT ROCHELLE, 251 YARDS NORTH OF MILEPOST
 MF0556'80, 7 FEET WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, SET IN
 MF0556'THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A
 MF0556'4-CHANNEL CONCRETE RAILROAD BRIDGE, 62 YARDS NORTH OF RAILROAD
 MF0556'SIGNAL NUMBER 1-800 2-800, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 MF0556'THE TRACK.
 MF0556
 MF0556                          STATION RECOVERY (1995)
 MF0556
 MF0556'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0556'MARK NOT FOUND.
 MF0556
 MF0556                          STATION RECOVERY (2002)
 MF0556
 MF0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0556
 MF0556                          STATION RECOVERY (2003)
 MF0556
 MF0556'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0657 ***********************************************************************
 MF0657  DESIGNATION -  B 225
 MF0657  PID         -  MF0657
 MF0657  STATE/COUNTY-  IL/LA SALLE
 MF0657  USGS QUAD   -  MENDOTA WEST (1982)
 MF0657
 MF0657                         *CURRENT SURVEY CONTROL
 MF0657  ___________________________________________________________________
 MF0657* NAD 83(1986)-  41 34 28.     (N)    089 08 46.     (W)     SCALED    
 MF0657* NAVD 88     -       248.367  (meters)     814.85   (feet)  ADJUSTED  
 MF0657  ___________________________________________________________________
 MF0657  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0657  DYNAMIC HT  -         248.270 (meters)     814.53  (feet)  COMP
 MF0657  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 MF0657
 MF0657  VERT ORDER  -  FIRST     CLASS II
 MF0657
 MF0657.The horizontal coordinates were scaled from a topographic map and have
 MF0657.an estimated accuracy of +/- 6 seconds.
 MF0657
 MF0657.The orthometric height was determined by differential leveling
 MF0657.and adjusted by the National Geodetic Survey in June 1991..
 MF0657
 MF0657.The geoid height was determined by GEOID03.
 MF0657
 MF0657.The dynamic height is computed by dividing the NAVD 88
 MF0657.geopotential number by the normal gravity value computed on the
 MF0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0657.degrees latitude (g = 980.6199 gals.).
 MF0657
 MF0657.The modeled gravity was interpolated from observed gravity values.
 MF0657
 MF0657;                    North         East    Units  Estimated Accuracy
 MF0657;SPC IL E     -   545,160.      232,220.      MT  (+/- 180 meters Scaled)
 MF0657
 MF0657                          SUPERSEDED SURVEY CONTROL
 MF0657
 MF0657  NGVD 29 (??/??/92)  248.415  (m)          815.01   (f) ADJ UNCH    1 2
 MF0657
 MF0657.Superseded values are not recommended for survey control.
 MF0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0657.See file dsdata.txt to determine how the superseded data were derived.
 MF0657
 MF0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM210047(NAD 83)
 MF0657_MARKER: DB = BENCH MARK DISK
 MF0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0657_SP_SET: CULVERT
 MF0657_STAMPING: B 225 1960
 MF0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0657
 MF0657  HISTORY     - Date     Condition        Report By
 MF0657  HISTORY     - 1960     MONUMENTED       CGS
 MF0657  HISTORY     - 19970618 GOOD             USPSQD
 MF0657  HISTORY     - 20020619 GOOD             USPSQD
 MF0657
 MF0657                          STATION DESCRIPTION
 MF0657
 MF0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0657'2.2 MI NW FROM MENDOTA.
 MF0657'ABOUT 2.25 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 MF0657'FROM THE STATION AT MENDOTA, 192 YARDS SOUTHEAST OF MILEPOST 874,
 MF0657'IN S-20, R-1E, T-36N, 1.2 MILES NORTHWEST OF THE OVERPASS OF
 MF0657'ILLINOIS CENTRAL RAILROAD OVER U.S. HIGHWAY 51, 27 FEET SOUTHWEST
 MF0657'OF THE SOUTHWEST RAIL, IN TOP OF THE WEST WING WALL OF A 5-FOOT
 MF0657'CONCRETE CULVERT UNDER THE TRACK, 2 FEET SOUTHWEST OF THE NORTHWEST
 MF0657'END OF SOUTHWEST HEAD WALL, 70 FEET NORTHEAST OF THE CENTER LINE
 MF0657'OF U.S. HIGHWAY 52, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE
 MF0657'HIGHWAY, AND ABOUT 9 FEET BELOW THE LEVEL OF THE TRACK.
 MF0657
 MF0657                          STATION RECOVERY (1997)
 MF0657
 MF0657'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0657'RECOVERED IN GOOD CONDITION.
 MF0657
 MF0657                          STATION RECOVERY (2002)
 MF0657
 MF0657'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0101 ***********************************************************************
 NH0101  DESIGNATION -  B 226
 NH0101  PID         -  NH0101
 NH0101  STATE/COUNTY-  IL/MCHENRY
 NH0101  USGS QUAD   -  RICHMOND (1992)
 NH0101
 NH0101                         *CURRENT SURVEY CONTROL
 NH0101  ___________________________________________________________________
 NH0101* NAD 83(1986)-  42 27 03.     (N)    088 18 23.     (W)     SCALED    
 NH0101* NAVD 88     -       243.178  (meters)     797.83   (feet)  ADJUSTED  
 NH0101  ___________________________________________________________________
 NH0101  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NH0101  DYNAMIC HT  -         243.099 (meters)     797.57  (feet)  COMP
 NH0101  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 NH0101
 NH0101  VERT ORDER  -  SECOND    CLASS 0
 NH0101
 NH0101.The horizontal coordinates were scaled from a topographic map and have
 NH0101.an estimated accuracy of +/- 6 seconds.
 NH0101
 NH0101.The orthometric height was determined by differential leveling
 NH0101.and adjusted by the National Geodetic Survey in June 1991..
 NH0101
 NH0101.The geoid height was determined by GEOID03.
 NH0101
 NH0101.The dynamic height is computed by dividing the NAVD 88
 NH0101.geopotential number by the normal gravity value computed on the
 NH0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0101.degrees latitude (g = 980.6199 gals.).
 NH0101
 NH0101.The modeled gravity was interpolated from observed gravity values.
 NH0101
 NH0101;                    North         East    Units  Estimated Accuracy
 NH0101;SPC IL E     -   642,180.      302,220.      MT  (+/- 180 meters Scaled)
 NH0101
 NH0101                          SUPERSEDED SURVEY CONTROL
 NH0101
 NH0101  NGVD 29 (??/??/92)  243.252  (m)          798.07   (f) ADJ UNCH    2 0
 NH0101
 NH0101.Superseded values are not recommended for survey control.
 NH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0101.See file dsdata.txt to determine how the superseded data were derived.
 NH0101
 NH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN925006(NAD 83)
 NH0101_MARKER: DB = BENCH MARK DISK
 NH0101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0101_SP_SET: 32 FEET
 NH0101_STAMPING: B 226 1960
 NH0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0101
 NH0101  HISTORY     - Date     Condition        Report By
 NH0101  HISTORY     - 1960     MONUMENTED       CGS
 NH0101  HISTORY     - 1987     GOOD             USPSQD
 NH0101  HISTORY     - 19940602 GOOD             USPSQD
 NH0101
 NH0101                          STATION DESCRIPTION
 NH0101
 NH0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0101'0.4 MI S FROM RICHMOND.
 NH0101'ABOUT 0.45 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0101'FROM THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0101'RAILROAD IN THE SOUTH PART OF RICHMOND, 0.45 MILE NORTH OF
 NH0101'MILEPOLE 73, AT THE CROSSING OF A BLACK TOP ROAD (ABOUT 75 YARDS
 NH0101'WEST OF ITS JUNCTION WITH U.S. HIGHWAY 12 AND STATE HIGHWAY 31),
 NH0101'37 1/2 FEET WEST OF THE WEST RAIL, 52 FEET NORTH OF THE CENTER
 NH0101'LINE OF THE ROAD, 65 FEET NORTHWEST OF THE CENTER LINE OF THE
 NH0101'CROSSING, 29 FEET NORTH-NORTHEAST OF THE FIRST POWER LINE POLE
 NH0101'WEST OF THE CROSSING, 21 FEET NORTHEAST OF A FENCE CORNER, 8 1/2
 NH0101'FEET EAST OF A RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTH OF A STEEL
 NH0101'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 NH0101'IS A DISK ON COPPER COATED STEEL ROD PROJECTING 1 INCH AND
 NH0101'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS
 NH0101'DRIVEN TO A DEPTH OF 32 FEET.
 NH0101
 NH0101                          STATION RECOVERY (1987)
 NH0101
 NH0101'RECOVERY NOTE BY US POWER SQUADRON 1987 (SMB)
 NH0101'RECOVERED IN GOOD CONDITION.
 NH0101
 NH0101                          STATION RECOVERY (1994)
 NH0101
 NH0101'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0159 ***********************************************************************
 NH0159  DESIGNATION -  B 227
 NH0159  PID         -  NH0159
 NH0159  STATE/COUNTY-  IL/MCHENRY
 NH0159  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0159
 NH0159                         *CURRENT SURVEY CONTROL
 NH0159  ___________________________________________________________________
 NH0159* NAD 83(1986)-  42 10 06.     (N)    088 17 55.     (W)     SCALED    
 NH0159* NAVD 88     -       230.128  (meters)     755.01   (feet)  ADJUSTED  
 NH0159  ___________________________________________________________________
 NH0159  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NH0159  DYNAMIC HT  -         230.049 (meters)     754.75  (feet)  COMP
 NH0159  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 NH0159
 NH0159  VERT ORDER  -  SECOND    CLASS 0
 NH0159
 NH0159.The horizontal coordinates were scaled from a topographic map and have
 NH0159.an estimated accuracy of +/- 6 seconds.
 NH0159
 NH0159.The orthometric height was determined by differential leveling
 NH0159.and adjusted by the National Geodetic Survey in June 1991..
 NH0159
 NH0159.The geoid height was determined by GEOID03.
 NH0159
 NH0159.The dynamic height is computed by dividing the NAVD 88
 NH0159.geopotential number by the normal gravity value computed on the
 NH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0159.degrees latitude (g = 980.6199 gals.).
 NH0159
 NH0159.The modeled gravity was interpolated from observed gravity values.
 NH0159
 NH0159;                    North         East    Units  Estimated Accuracy
 NH0159;SPC IL E     -   610,800.      302,870.      MT  (+/- 180 meters Scaled)
 NH0159
 NH0159                          SUPERSEDED SURVEY CONTROL
 NH0159
 NH0159  NGVD 29 (??/??/92)  230.182  (m)          755.19   (f) ADJ UNCH    2 0
 NH0159
 NH0159.Superseded values are not recommended for survey control.
 NH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0159.See file dsdata.txt to determine how the superseded data were derived.
 NH0159
 NH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM927692(NAD 83)
 NH0159_MARKER: DB = BENCH MARK DISK
 NH0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0159_SP_SET: ABUTMENT
 NH0159_STAMPING: B 227 1960
 NH0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0159
 NH0159  HISTORY     - Date     Condition        Report By
 NH0159  HISTORY     - 1960     MONUMENTED       CGS
 NH0159  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 NH0159
 NH0159                          STATION DESCRIPTION
 NH0159
 NH0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0159'0.4 MI N FROM ALGONQUIN.
 NH0159'ABOUT 0.35 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0159'FROM THE STATION AT ALGONQUIN, 0.1 MILE NORTH OF MILEPOLE 53,
 NH0159'12 FEET NORTHEAST OF THE NORTHEAST RAIL, IN TOP OF THE NORTHWEST
 NH0159'ABUTMENT (BRIDGE SEAT) OF STEEL BRIDGE 656 WITH STONE ABUTMENTS
 NH0159'OVER A SMALL STREAM, 9 FEET SOUTHWEST OF THE NORTHEAST END OF
 NH0159'THE ABUTMENT, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 NH0159
 NH0159                          STATION RECOVERY (2001)
 NH0159
 NH0159'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMB)
 NH0159'IN QUAD 0420882 ENTIRE AREA WAS RECONSTRUCTED IN THE MCHENRY PRAIRIE
 NH0159'TRAIL WITH A WALKING/BIKING PATH, NEW BRIDGES, ETC.  WHERE RR TRACKS
 NH0159'EXISTED. PATH COVERS ALL OF THE OLD RR RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0457 ***********************************************************************
 NH0457  DESIGNATION -  B 228
 NH0457  PID         -  NH0457
 NH0457  STATE/COUNTY-  IL/WINNEBAGO
 NH0457  USGS QUAD   -  WINNEBAGO (1976)
 NH0457
 NH0457                         *CURRENT SURVEY CONTROL
 NH0457  ___________________________________________________________________
 NH0457* NAD 83(1986)-  42 15 40.     (N)    089 10 06.     (W)     SCALED    
 NH0457* NAVD 88     -       231.574  (meters)     759.76   (feet)  ADJUSTED  
 NH0457  ___________________________________________________________________
 NH0457  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NH0457  DYNAMIC HT  -         231.499 (meters)     759.51  (feet)  COMP
 NH0457  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 NH0457
 NH0457  VERT ORDER  -  FIRST     CLASS II
 NH0457
 NH0457.The horizontal coordinates were scaled from a topographic map and have
 NH0457.an estimated accuracy of +/- 6 seconds.
 NH0457
 NH0457.The orthometric height was determined by differential leveling
 NH0457.and adjusted by the National Geodetic Survey in June 1991..
 NH0457
 NH0457.The geoid height was determined by GEOID03.
 NH0457
 NH0457.The dynamic height is computed by dividing the NAVD 88
 NH0457.geopotential number by the normal gravity value computed on the
 NH0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0457.degrees latitude (g = 980.6199 gals.).
 NH0457
 NH0457.The modeled gravity was interpolated from observed gravity values.
 NH0457
 NH0457;                    North         East    Units  Estimated Accuracy
 NH0457;SPC IL W     -   621,570.      782,370.      MT  (+/- 180 meters Scaled)
 NH0457
 NH0457                          SUPERSEDED SURVEY CONTROL
 NH0457
 NH0457  NGVD 29 (??/??/92)  231.628  (m)          759.93   (f) ADJ UNCH    1 2
 NH0457
 NH0457.Superseded values are not recommended for survey control.
 NH0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0457.See file dsdata.txt to determine how the superseded data were derived.
 NH0457
 NH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM211810(NAD 83)
 NH0457_MARKER: DB = BENCH MARK DISK
 NH0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0457_SP_SET: BRIDGE ABUTMENT
 NH0457_STAMPING: B 228 1960
 NH0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0457
 NH0457  HISTORY     - Date     Condition        Report By
 NH0457  HISTORY     - 1960     MONUMENTED       CGS
 NH0457  HISTORY     - 1971     GOOD             NGS
 NH0457  HISTORY     - 1987     GOOD             USPSQD
 NH0457  HISTORY     - 19970606 GOOD             USPSQD
 NH0457
 NH0457                          STATION DESCRIPTION
 NH0457
 NH0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0457'3.9 MI W FROM ROCKFORD.
 NH0457'ABOUT 3.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0457'FROM THE OVERPASS OVER STATE HIGHWAY 2 (SOUTH MAIN STREET) AT
 NH0457'ROCKFORD, ABOUT 0.5 MILE WEST OF MILE POST 96, IN SECTION 30,
 NH0457'R 1 E, T 44 N, ALONG CUNNINGHAM ROAD WHICH PARALLENS THE SOUTH
 NH0457'SIDE OF TRACK, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT
 NH0457'OF A 40-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 17 FEET NORTH
 NH0457'OF CENTER LINE OF CUNNINGHAM ROAD, ABOUT 100 FEET SOUTH OF TRACK,
 NH0457'1/2 FOOT NORTHWEST OF EAST END OF NORTH STEEL GUARD RAIL OF
 NH0457'BRIDGE AND ABOUT LEVEL WITH ROAD.  NOTE-- MARK IS ABOUT 3.95 MILES
 NH0457'EAST ALONG THE C. AND N.W. RY., FROM THE STATION AT WINNEBAGO,
 NH0457'WINNEBAGO COUNTY.
 NH0457
 NH0457                          STATION RECOVERY (1971)
 NH0457
 NH0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NH0457'RECOVERED IN GOOD CONDITION.
 NH0457
 NH0457                          STATION RECOVERY (1987)
 NH0457
 NH0457'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0457'RECOVERED IN GOOD CONDITION.
 NH0457
 NH0457                          STATION RECOVERY (1997)
 NH0457
 NH0457'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0875 ***********************************************************************
 LC0875  DESIGNATION -  B 229
 LC0875  PID         -  LC0875
 LC0875  STATE/COUNTY-  IL/WOODFORD
 LC0875  USGS QUAD   -  EL PASO (1995)
 LC0875
 LC0875                         *CURRENT SURVEY CONTROL
 LC0875  ___________________________________________________________________
 LC0875* NAD 83(1986)-  40 42 29.     (N)    089 00 45.     (W)     SCALED    
 LC0875* NAVD 88     -       219.853  (meters)     721.30   (feet)  ADJUSTED  
 LC0875  ___________________________________________________________________
 LC0875  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LC0875  DYNAMIC HT  -         219.754 (meters)     720.98  (feet)  COMP
 LC0875  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LC0875
 LC0875  VERT ORDER  -  FIRST     CLASS I
 LC0875
 LC0875.The horizontal coordinates were scaled from a topographic map and have
 LC0875.an estimated accuracy of +/- 6 seconds.
 LC0875
 LC0875.The orthometric height was determined by differential leveling
 LC0875.and adjusted by the National Geodetic Survey in June 1991..
 LC0875
 LC0875.The geoid height was determined by GEOID03.
 LC0875
 LC0875.The dynamic height is computed by dividing the NAVD 88
 LC0875.geopotential number by the normal gravity value computed on the
 LC0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0875.degrees latitude (g = 980.6199 gals.).
 LC0875
 LC0875.The modeled gravity was interpolated from observed gravity values.
 LC0875
 LC0875;                    North         East    Units  Estimated Accuracy
 LC0875;SPC IL W     -   449,250.      797,530.      MT  (+/- 180 meters Scaled)
 LC0875
 LC0875                          SUPERSEDED SURVEY CONTROL
 LC0875
 LC0875  NGVD 29 (??/??/92)  219.891  (m)          721.43   (f) ADJ UNCH    1 1
 LC0875
 LC0875.Superseded values are not recommended for survey control.
 LC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0875.See file dsdata.txt to determine how the superseded data were derived.
 LC0875
 LC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL299082(NAD 83)
 LC0875_MARKER: DB = BENCH MARK DISK
 LC0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0875_STAMPING: B 229 1960
 LC0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0875+STABILITY: SURFACE MOTION
 LC0875
 LC0875  HISTORY     - Date     Condition        Report By
 LC0875  HISTORY     - 1960     MONUMENTED       CGS
 LC0875  HISTORY     - 1969     GOOD             NGS
 LC0875  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0875
 LC0875                          STATION DESCRIPTION
 LC0875
 LC0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0875'2.1 MI S FROM EL PASO.
 LC0875'ABOUT 2.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0875'THE STATION AT EL PASO, 0.3 MILE SOUTH OF MILEPOST 812, 114 FEET
 LC0875'WEST-NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 LC0875'PAVED ROAD, 96 FEET WEST OF THE WEST RAIL, 49 FEET NORTH OF THE
 LC0875'CENTER LINE OF THE ROAD, 24 FEET SOUTHWEST OF A TELEPHONE POLE
 LC0875'WHICH IS BRACED BY 2 GUY WIRES, 24 FEET NORTH OF A CORNER FENCE
 LC0875'POST AT THE SOUTH END OF A FENCE, 1 FOOT EAST OF A FENCE, 1.2 FEET
 LC0875'NORTHWEST OF A METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL
 LC0875'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LC0875'4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 17, T26N, R2E
 LC0875
 LC0875                          STATION RECOVERY (1998)
 LC0875
 LC0875'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0546 ***********************************************************************
 LC0546  DESIGNATION -  B 23
 LC0546  PID         -  LC0546
 LC0546  STATE/COUNTY-  IL/PIATT
 LC0546  USGS QUAD   -  MONTICELLO (1979)
 LC0546
 LC0546                         *CURRENT SURVEY CONTROL
 LC0546  ___________________________________________________________________
 LC0546* NAD 83(1986)-  40 06 25.     (N)    088 33 28.     (W)     SCALED    
 LC0546* NAVD 88     -       213.436  (meters)     700.25   (feet)  ADJUSTED  
 LC0546  ___________________________________________________________________
 LC0546  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC0546  DYNAMIC HT  -         213.330 (meters)     699.90  (feet)  COMP
 LC0546  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 LC0546
 LC0546  VERT ORDER  -  SECOND    CLASS 0
 LC0546
 LC0546.The horizontal coordinates were scaled from a topographic map and have
 LC0546.an estimated accuracy of +/- 6 seconds.
 LC0546
 LC0546.The orthometric height was determined by differential leveling
 LC0546.and adjusted by the National Geodetic Survey in June 1991..
 LC0546
 LC0546.The geoid height was determined by GEOID03.
 LC0546
 LC0546.The dynamic height is computed by dividing the NAVD 88
 LC0546.geopotential number by the normal gravity value computed on the
 LC0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0546.degrees latitude (g = 980.6199 gals.).
 LC0546
 LC0546.The modeled gravity was interpolated from observed gravity values.
 LC0546
 LC0546;                    North         East    Units  Estimated Accuracy
 LC0546;SPC IL E     -   381,900.      280,860.      MT  (+/- 180 meters Scaled)
 LC0546
 LC0546                          SUPERSEDED SURVEY CONTROL
 LC0546
 LC0546  NGVD 29 (??/??/92)  213.502  (m)          700.46   (f) ADJ UNCH    2 0
 LC0546
 LC0546.Superseded values are not recommended for survey control.
 LC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0546.See file dsdata.txt to determine how the superseded data were derived.
 LC0546
 LC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK672407(NAD 83)
 LC0546_MARKER: DB = BENCH MARK DISK
 LC0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0546_SP_SET: SEMAPHORE
 LC0546_STAMPING: B 23 1934
 LC0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0546
 LC0546  HISTORY     - Date     Condition        Report By
 LC0546  HISTORY     - 1934     MONUMENTED       CGS
 LC0546  HISTORY     - 1944     GOOD             NGS
 LC0546  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC0546
 LC0546                          STATION DESCRIPTION
 LC0546
 LC0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LC0546'AT LODGE.
 LC0546'AT LODGE, PIATT COUNTY, ON THE WABASH RAILROAD, 45 FEET NORTH OF
 LC0546'MILEPOST 140, AT THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD,
 LC0546'15 FEET NORTH OF THE CENTERLINE OF THE I.C.R.R. TRACK, 15 FEET
 LC0546'EAST OF THE CENTERLINE OF THE WABASH R.R. TRACK, 4 FEET WEST OF A
 LC0546'SIGNAL TOWER, AT A SEMAPHORE SIGNAL, IN THE TOP OF THE NORTHEAST
 LC0546'CORNER OF THE CONCRETE BASE, AND LEVEL WITH THE TRACK.  A STANDARD
 LC0546'DISK, STAMPED B 23 1934.
 LC0546
 LC0546                          STATION RECOVERY (1975)
 LC0546
 LC0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0745 ***********************************************************************
 MF0745  DESIGNATION -  B 230
 MF0745  PID         -  MF0745
 MF0745  STATE/COUNTY-  IL/MARSHALL
 MF0745  USGS QUAD   -  WENONA (1996)
 MF0745
 MF0745                         *CURRENT SURVEY CONTROL
 MF0745  ___________________________________________________________________
 MF0745* NAD 83(1986)-  41 03 27.     (N)    089 03 04.     (W)     SCALED    
 MF0745* NAVD 88     -       212.548  (meters)     697.33   (feet)  ADJUSTED  
 MF0745  ___________________________________________________________________
 MF0745  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MF0745  DYNAMIC HT  -         212.457 (meters)     697.04  (feet)  COMP
 MF0745  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 MF0745
 MF0745  VERT ORDER  -  FIRST     CLASS I
 MF0745
 MF0745.The horizontal coordinates were scaled from a topographic map and have
 MF0745.an estimated accuracy of +/- 6 seconds.
 MF0745
 MF0745.The orthometric height was determined by differential leveling
 MF0745.and adjusted by the National Geodetic Survey in June 1991..
 MF0745
 MF0745.The geoid height was determined by GEOID03.
 MF0745
 MF0745.The dynamic height is computed by dividing the NAVD 88
 MF0745.geopotential number by the normal gravity value computed on the
 MF0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0745.degrees latitude (g = 980.6199 gals.).
 MF0745
 MF0745.The modeled gravity was interpolated from observed gravity values.
 MF0745
 MF0745;                    North         East    Units  Estimated Accuracy
 MF0745;SPC IL W     -   488,010.      793,770.      MT  (+/- 180 meters Scaled)
 MF0745
 MF0745                          SUPERSEDED SURVEY CONTROL
 MF0745
 MF0745  NGVD 29 (??/??/92)  212.597  (m)          697.50   (f) ADJ UNCH    1 1
 MF0745
 MF0745.Superseded values are not recommended for survey control.
 MF0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0745.See file dsdata.txt to determine how the superseded data were derived.
 MF0745
 MF0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL276471(NAD 83)
 MF0745_MARKER: DB = BENCH MARK DISK
 MF0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0745_SP_SET: BUILDING
 MF0745_STAMPING: B 230 1960
 MF0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0745
 MF0745  HISTORY     - Date     Condition        Report By
 MF0745  HISTORY     - 1960     MONUMENTED       CGS
 MF0745  HISTORY     - 1969     GOOD             NGS
 MF0745  HISTORY     - 19981108 GOOD             USPSQD
 MF0745
 MF0745                          STATION DESCRIPTION
 MF0745
 MF0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0745'0.4 MI N FROM WENONA.
 MF0745'ABOUT 0.35 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0745'THE STATION AT WENONA, 0.05 MILE NORTHWEST OF A CROSSING OF THE
 MF0745'RAILROAD AND STATE HIGHWAY 17, 312 FEET WEST OF THE WEST RAIL OF
 MF0745'THE MAIN TRACK, SET VERTICALLY IN THE EAST BRICK FACE OF THE
 MF0745'AUDITORIUM AND GYMNASIUM BUILDING AT THE WENONA SCHOOL, 2.0 FEET
 MF0745'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 194 FEET WEST OF
 MF0745'THE CENTER LINE OF A PAVED ROAD WHICH IS OLD U.S. HIGHWAY 51, AND
 MF0745'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 13, T30N, R1E
 MF0745
 MF0745                          STATION RECOVERY (1998)
 MF0745
 MF0745'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1270 ***********************************************************************
 MF1270  DESIGNATION -  B 231 RESET 1979
 MF1270  PID         -  MF1270
 MF1270  STATE/COUNTY-  IL/LA SALLE
 MF1270  USGS QUAD   -  OTTAWA (1994)
 MF1270
 MF1270                         *CURRENT SURVEY CONTROL
 MF1270  ___________________________________________________________________
 MF1270* NAD 83(1986)-  41 20 11.     (N)    088 45 09.     (W)     SCALED    
 MF1270* NAVD 88     -       146.67   (+/-2cm)     481.2    (feet)  VERTCON   
 MF1270  ___________________________________________________________________
 MF1270  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MF1270
 MF1270  VERT ORDER  -  THIRD (See Below)
 MF1270
 MF1270.The horizontal coordinates were scaled from a topographic map and have
 MF1270.an estimated accuracy of +/- 6 seconds.
 MF1270
 MF1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1270.The vertical order pertains to the NGVD 29 superseded value.
 MF1270
 MF1270.The geoid height was determined by GEOID03.
 MF1270
 MF1270;                    North         East    Units  Estimated Accuracy
 MF1270;SPC IL E     -   518,480.      264,910.      MT  (+/- 180 meters Scaled)
 MF1270
 MF1270                          SUPERSEDED SURVEY CONTROL
 MF1270
 MF1270  NGVD 29 (03/28/06)  146.73   (m)          481.4    (f) RESET       3  
 MF1270
 MF1270.Superseded values are not recommended for survey control.
 MF1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1270.See file dsdata.txt to determine how the superseded data were derived.
 MF1270
 MF1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL533775(NAD 83)
 MF1270_MARKER: DB = BENCH MARK DISK
 MF1270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MF1270_SP_SET: ABUTMENT
 MF1270_STAMPING: B 231 RESET 1979
 MF1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1270+STABILITY: SURFACE MOTION
 MF1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1270+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 MF1270
 MF1270  HISTORY     - Date     Condition        Report By
 MF1270  HISTORY     - 1979     MONUMENTED       NGS
 MF1270  HISTORY     - 1989     GOOD             USPSQD
 MF1270  HISTORY     - 19970815 GOOD             USPSQD
 MF1270  HISTORY     - 20020907 GOOD             USPSQD
 MF1270
 MF1270                          STATION DESCRIPTION
 MF1270
 MF1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 MF1270'2.4 MI NW FROM MARSEILLES.
 MF1270'2.4 MILES NORTHWEST ALONG COMMERCE STREET AND A PAVED ROAD ALONG THE
 MF1270'SOUTHSIDE OF THE ABANDONED ILLINOIS AND MICHIGAN CANAL FROM THE
 MF1270'JUNCTION OF MAAN STREET IN MARSEILLES, IN THE NORTH END OF THE EAST
 MF1270'CONCRETE ABUTEMENT AT THE ENTRANCE TO THE BORG WARNER CHEMICAL PLANT.
 MF1270'THE MARK IS 2.0 FT ABOVE OF THE ROAD.
 MF1270
 MF1270                          STATION RECOVERY (1989)
 MF1270
 MF1270'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 MF1270'RECOVERED IN GOOD CONDITION.
 MF1270
 MF1270                          STATION RECOVERY (1997)
 MF1270
 MF1270'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1270'RECOVERED IN GOOD CONDITION.
 MF1270
 MF1270                          STATION RECOVERY (2002)
 MF1270
 MF1270'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1270'THE PLANT IS NOW THE GENERAL ELECTRIC PLANT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0846 ***********************************************************************
 MF0846  DESIGNATION -  B 232
 MF0846  PID         -  MF0846
 MF0846  STATE/COUNTY-  IL/LA SALLE
 MF0846  USGS QUAD   -  LA SALLE (1993)
 MF0846
 MF0846                         *CURRENT SURVEY CONTROL
 MF0846  ___________________________________________________________________
 MF0846* NAD 83(1986)-  41 20 16.     (N)    089 02 47.     (W)     SCALED    
 MF0846* NAVD 88     -       143.877  (meters)     472.04   (feet)  ADJUSTED  
 MF0846  ___________________________________________________________________
 MF0846  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0846  DYNAMIC HT  -         143.819 (meters)     471.85  (feet)  COMP
 MF0846  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MF0846
 MF0846  VERT ORDER  -  FIRST     CLASS II
 MF0846
 MF0846.The horizontal coordinates were scaled from a topographic map and have
 MF0846.an estimated accuracy of +/- 6 seconds.
 MF0846
 MF0846.The orthometric height was determined by differential leveling
 MF0846.and adjusted by the National Geodetic Survey in June 1991..
 MF0846
 MF0846.The geoid height was determined by GEOID03.
 MF0846
 MF0846.The dynamic height is computed by dividing the NAVD 88
 MF0846.geopotential number by the normal gravity value computed on the
 MF0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0846.degrees latitude (g = 980.6199 gals.).
 MF0846
 MF0846.The modeled gravity was interpolated from observed gravity values.
 MF0846
 MF0846;                    North         East    Units  Estimated Accuracy
 MF0846;SPC IL E     -   518,800.      240,320.      MT  (+/- 180 meters Scaled)
 MF0846
 MF0846                          SUPERSEDED SURVEY CONTROL
 MF0846
 MF0846  NGVD 29 (??/??/92)  143.942  (m)          472.25   (f) ADJ UNCH    1 2
 MF0846
 MF0846.Superseded values are not recommended for survey control.
 MF0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0846.See file dsdata.txt to determine how the superseded data were derived.
 MF0846
 MF0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL287782(NAD 83)
 MF0846_MARKER: DB = BENCH MARK DISK
 MF0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0846_SP_SET: BRIDGE
 MF0846_STAMPING: B 232 1960
 MF0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0846
 MF0846  HISTORY     - Date     Condition        Report By
 MF0846  HISTORY     - 1960     MONUMENTED       CGS
 MF0846  HISTORY     - 19970820 MARK NOT FOUND   USPSQD
 MF0846  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0846
 MF0846                          STATION DESCRIPTION
 MF0846
 MF0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0846'2.1 MI E FROM LA SALLE.
 MF0846'ABOUT 2.1 MILES EAST ALONG ROAD ALONG SOUTH SIDE OF ABANDONED
 MF0846'ILLINOIS AND MICHIGAN CANAL FROM ILLINOIS CENTRAL RAILROAD
 MF0846'OVERPASS OVER CANAL ROAD AND CHICAGO, ROCK ISLAND AND PACIFIC
 MF0846'RAILROAD AT LA SALLE, IN S-18, R-2E, T-33N, ACROSS CANAL FROM
 MF0846'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD BRIDGE NO. 960 AND
 MF0846'ABOUT 60 YARDS SOUTHWEST OF MILEPOST 96, IN TOP OF WEST END
 MF0846'OF NORTH RAIL FOOTING OF NARROW BRIDGE OF TOWPATH ROAD OVER
 MF0846'PECUMSASAUGAN CREEK, 1 FOOT EAST OF WEST END OF RAIL FOOTING,
 MF0846'5 1/2 FEET NORTH OF CENTER LINE OF BRIDGE FLOOR, 0.2 FOOT
 MF0846'SOUTH OF STEEL PIPE RAILING, AND ABOUT 1/2 FOOT ABOVE LEVEL
 MF0846'OF BRIDGE FLOOR.
 MF0846
 MF0846                          STATION RECOVERY (1997)
 MF0846
 MF0846'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0846'MARK NOT FOUND.
 MF0846
 MF0846                          STATION RECOVERY (2002)
 MF0846
 MF0846'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0765 ***********************************************************************
 MF0765  DESIGNATION -  B 233
 MF0765  PID         -  MF0765
 MF0765  STATE/COUNTY-  IL/MARSHALL
 MF0765  USGS QUAD   -  LACON (1972)
 MF0765
 MF0765                         *CURRENT SURVEY CONTROL
 MF0765  ___________________________________________________________________
 MF0765* NAD 83(1986)-  41 04 59.     (N)    089 24 05.     (W)     SCALED    
 MF0765* NAVD 88     -       141.092  (meters)     462.90   (feet)  ADJUSTED  
 MF0765  ___________________________________________________________________
 MF0765  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0765  DYNAMIC HT  -         141.033 (meters)     462.71  (feet)  COMP
 MF0765  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 MF0765
 MF0765  VERT ORDER  -  FIRST     CLASS II
 MF0765
 MF0765.The horizontal coordinates were scaled from a topographic map and have
 MF0765.an estimated accuracy of +/- 6 seconds.
 MF0765
 MF0765.The orthometric height was determined by differential leveling
 MF0765.and adjusted by the National Geodetic Survey in June 1991..
 MF0765
 MF0765.The geoid height was determined by GEOID03.
 MF0765
 MF0765.The dynamic height is computed by dividing the NAVD 88
 MF0765.geopotential number by the normal gravity value computed on the
 MF0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0765.degrees latitude (g = 980.6199 gals.).
 MF0765
 MF0765.The modeled gravity was interpolated from observed gravity values.
 MF0765
 MF0765;                    North         East    Units  Estimated Accuracy
 MF0765;SPC IL W     -   490,530.      764,300.      MT  (+/- 180 meters Scaled)
 MF0765
 MF0765                          SUPERSEDED SURVEY CONTROL
 MF0765
 MF0765  NGVD 29 (??/??/92)  141.162  (m)          463.13   (f) ADJ UNCH    1 2
 MF0765
 MF0765.Superseded values are not recommended for survey control.
 MF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0765.See file dsdata.txt to determine how the superseded data were derived.
 MF0765
 MF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL982507(NAD 83)
 MF0765_MARKER: DB = BENCH MARK DISK
 MF0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0765_STAMPING: B 233 1960
 MF0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0765+STABILITY: SURFACE MOTION
 MF0765
 MF0765  HISTORY     - Date     Condition        Report By
 MF0765  HISTORY     - 1960     MONUMENTED       CGS
 MF0765  HISTORY     - 19981107 GOOD             USPSQD
 MF0765
 MF0765                          STATION DESCRIPTION
 MF0765
 MF0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0765'2.6 MI SW FROM HENRY.
 MF0765'ABOUT 2.55 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 MF0765'PACIFIC RAILROAD FROM THE STATION AT HENRY, ABOUT 0.25 MILE
 MF0765'SOUTHWEST OF MILE POST 130, IN SECTION 30, R 10 E, T 13N,
 MF0765'147 YARDS NORTHEAST OF CROSSING OF A FARM ROAD, 46 FEET SOUTHEAST
 MF0765'OF SOUTHEAST RAIL, 9 FEET EAST OF MILEAGE TELEPHONE POLE NO.
 MF0765'130+10, 1 FOOT NORTHWEST OF A FENCE LINE, 2.2 FEET WEST-SOUTHWEST
 MF0765'OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK
 MF0765'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MF0765
 MF0765                          STATION RECOVERY (1998)
 MF0765
 MF0765'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1357 ***********************************************************************
 LC1357  DESIGNATION -  B 234
 LC1357  PID         -  LC1357
 LC1357  STATE/COUNTY-  IL/PEORIA
 LC1357  USGS QUAD   -  SPRING BAY (1996)
 LC1357
 LC1357                         *CURRENT SURVEY CONTROL
 LC1357  ___________________________________________________________________
 LC1357* NAD 83(1986)-  40 50 37.     (N)    089 32 38.     (W)     SCALED    
 LC1357* NAVD 88     -       137.660  (meters)     451.64   (feet)  ADJUSTED  
 LC1357  ___________________________________________________________________
 LC1357  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1357  DYNAMIC HT  -         137.599 (meters)     451.44  (feet)  COMP
 LC1357  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 LC1357
 LC1357  VERT ORDER  -  FIRST     CLASS II
 LC1357
 LC1357.The horizontal coordinates were scaled from a topographic map and have
 LC1357.an estimated accuracy of +/- 6 seconds.
 LC1357
 LC1357.The orthometric height was determined by differential leveling
 LC1357.and adjusted by the National Geodetic Survey in June 1991..
 LC1357
 LC1357.The geoid height was determined by GEOID03.
 LC1357
 LC1357.The dynamic height is computed by dividing the NAVD 88
 LC1357.geopotential number by the normal gravity value computed on the
 LC1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1357.degrees latitude (g = 980.6199 gals.).
 LC1357
 LC1357.The modeled gravity was interpolated from observed gravity values.
 LC1357
 LC1357;                    North         East    Units  Estimated Accuracy
 LC1357;SPC IL W     -   463,850.      752,520.      MT  (+/- 180 meters Scaled)
 LC1357
 LC1357                          SUPERSEDED SURVEY CONTROL
 LC1357
 LC1357  NGVD 29 (??/??/92)  137.745  (m)          451.92   (f) ADJ UNCH    1 2
 LC1357
 LC1357.Superseded values are not recommended for survey control.
 LC1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1357.See file dsdata.txt to determine how the superseded data were derived.
 LC1357
 LC1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL855245(NAD 83)
 LC1357_MARKER: DB = BENCH MARK DISK
 LC1357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1357_SP_SET: CULVERT
 LC1357_STAMPING: B 234 1960
 LC1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1357
 LC1357  HISTORY     - Date     Condition        Report By
 LC1357  HISTORY     - 1960     MONUMENTED       CGS
 LC1357  HISTORY     - 19990131 GOOD             USPSQD
 LC1357
 LC1357                          STATION DESCRIPTION
 LC1357
 LC1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1357'6.1 MI SW FROM CHILLICOTHE.
 LC1357'ABOUT 6.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 LC1357'PACIFIC RAILROAD FROM THE STATION AT CHILLICOTHE, ABOUT 0.2 MILE
 LC1357'NORTH OF MILE POST 149, NEAR LINE BETWEEN SECTIONS 13 AND 14,
 LC1357'R 8 E, T 10 N, ALONG STATE HIGHWAY 29, 0.2 MILE NORTH OF CROSSING
 LC1357'OF HIGHWAY AND SPUR TRACK TO CATERPILLAR TRACTOR COMPANY PLANT,
 LC1357'IN THE TOP OF SOUTH END OF WEST HEAD WALL OF A 10-FOOT CONCRETE
 LC1357'CULVERT UNDER HIGHWAY 29, 35 FEET WEST OF CENTER LINE OF SOUTH
 LC1357'BOUND LANE OF DIVIDED 4-LAND HIGHWAY AND ABOUT 4 1/2 FEET BELOW
 LC1357'LEVEL OF HIGHWAY.
 LC1357
 LC1357                          STATION RECOVERY (1999)
 LC1357
 LC1357'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1321 ***********************************************************************
 LC1321  DESIGNATION -  B 235
 LC1321  PID         -  LC1321
 LC1321  STATE/COUNTY-  IL/PEORIA
 LC1321  USGS QUAD   -  PEORIA EAST (1996)
 LC1321
 LC1321                         *CURRENT SURVEY CONTROL
 LC1321  ___________________________________________________________________
 LC1321* NAD 83(1986)-  40 41 29.     (N)    089 35 04.     (W)     SCALED    
 LC1321* NAVD 88     -       141.044  (meters)     462.74   (feet)  ADJUSTED  
 LC1321  ___________________________________________________________________
 LC1321  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1321  DYNAMIC HT  -         140.979 (meters)     462.53  (feet)  COMP
 LC1321  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 LC1321
 LC1321  VERT ORDER  -  FIRST     CLASS II
 LC1321
 LC1321.The horizontal coordinates were scaled from a topographic map and have
 LC1321.an estimated accuracy of +/- 6 seconds.
 LC1321
 LC1321.The orthometric height was determined by differential leveling
 LC1321.and adjusted by the National Geodetic Survey in June 1991..
 LC1321
 LC1321.The geoid height was determined by GEOID03.
 LC1321
 LC1321.The dynamic height is computed by dividing the NAVD 88
 LC1321.geopotential number by the normal gravity value computed on the
 LC1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1321.degrees latitude (g = 980.6199 gals.).
 LC1321
 LC1321.The modeled gravity was interpolated from observed gravity values.
 LC1321
 LC1321;                    North         East    Units  Estimated Accuracy
 LC1321;SPC IL W     -   446,920.      749,210.      MT  (+/- 180 meters Scaled)
 LC1321
 LC1321                          SUPERSEDED SURVEY CONTROL
 LC1321
 LC1321  NGVD 29 (??/??/92)  141.138  (m)          463.05   (f) ADJ UNCH    1 2
 LC1321
 LC1321.Superseded values are not recommended for survey control.
 LC1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1321.See file dsdata.txt to determine how the superseded data were derived.
 LC1321
 LC1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL816077(NAD 83)
 LC1321_MARKER: DB = BENCH MARK DISK
 LC1321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1321_SP_SET: PIER
 LC1321_STAMPING: B 235 1960
 LC1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1321
 LC1321  HISTORY     - Date     Condition        Report By
 LC1321  HISTORY     - 1960     MONUMENTED       CGS
 LC1321  HISTORY     - 1977     GOOD
 LC1321  HISTORY     - 19990131 GOOD             USPSQD
 LC1321
 LC1321                          STATION DESCRIPTION
 LC1321
 LC1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1321'AT PEORIA.
 LC1321'AT PEORIA, ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND
 LC1321'AND PACIFIC RAILROAD FROM PASSENGER STATION, AT INTERSECTION OF
 LC1321'WATER AND FAYETTE STREETS, SET VERTICALLY IN THE EAST FACE OF THE
 LC1321'FIRST PIER SOUTHWEST OF WATER STREET AND RAILROAD OF THE
 LC1321'EXPRESSWAY BRIDGE OVER ILLINOIS RIVER, 24 FEET NORTHWEST OF
 LC1321'CENTER LINE OF FAYETTE STREET, 36 YARDS SOUTHWEST OF CENTER
 LC1321'LINE OF WATER STREET, 3.7 FEET NORTH OF SOUTHEAST CORNER OF THE
 LC1321'PIER AND ABOUT 3 FEET ABOVE GROUND.
 LC1321
 LC1321                          STATION RECOVERY (1977)
 LC1321
 LC1321'RECOVERED 1977
 LC1321'RECOVERED IN GOOD CONDITION.
 LC1321
 LC1321                          STATION RECOVERY (1999)
 LC1321
 LC1321'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0587 ***********************************************************************
 MF0587  DESIGNATION -  B 236
 MF0587  PID         -  MF0587
 MF0587  STATE/COUNTY-  IL/LEE
 MF0587  USGS QUAD   -  COMPTON (1993)
 MF0587
 MF0587                         *CURRENT SURVEY CONTROL
 MF0587  ___________________________________________________________________
 MF0587* NAD 83(1986)-  41 42 04.     (N)    089 02 24.     (W)     SCALED    
 MF0587* NAVD 88     -       274.511  (meters)     900.62   (feet)  ADJUSTED  
 MF0587  ___________________________________________________________________
 MF0587  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0587  DYNAMIC HT  -         274.406 (meters)     900.28  (feet)  COMP
 MF0587  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 MF0587
 MF0587  VERT ORDER  -  FIRST     CLASS I
 MF0587
 MF0587.The horizontal coordinates were scaled from a topographic map and have
 MF0587.an estimated accuracy of +/- 6 seconds.
 MF0587
 MF0587.The orthometric height was determined by differential leveling
 MF0587.and adjusted by the National Geodetic Survey in June 1991..
 MF0587.WARNING-Repeat measurements at this control monument indicate possible
 MF0587.vertical movement.
 MF0587
 MF0587.The geoid height was determined by GEOID03.
 MF0587
 MF0587.The dynamic height is computed by dividing the NAVD 88
 MF0587.geopotential number by the normal gravity value computed on the
 MF0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0587.degrees latitude (g = 980.6199 gals.).
 MF0587
 MF0587.The modeled gravity was interpolated from observed gravity values.
 MF0587
 MF0587;                    North         East    Units  Estimated Accuracy
 MF0587;SPC IL W     -   559,500.      793,780.      MT  (+/- 180 meters Scaled)
 MF0587
 MF0587                          SUPERSEDED SURVEY CONTROL
 MF0587
 MF0587  NGVD 29 (??/??/92)  274.542  (m)          900.73   (f) ADJ UNCH    1 1
 MF0587
 MF0587.Superseded values are not recommended for survey control.
 MF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0587.See file dsdata.txt to determine how the superseded data were derived.
 MF0587
 MF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM302186(NAD 83)
 MF0587_MARKER: DB = BENCH MARK DISK
 MF0587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0587_SP_SET: 24 FEET
 MF0587_STAMPING: B 236 1960
 MF0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0587
 MF0587  HISTORY     - Date     Condition        Report By
 MF0587  HISTORY     - 1960     MONUMENTED       CGS
 MF0587  HISTORY     - 1969     GOOD             NGS
 MF0587  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0587  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0587  HISTORY     - 20030723 POOR             USPSQD
 MF0587
 MF0587                          STATION DESCRIPTION
 MF0587
 MF0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0587'11.8 MI N FROM MENDOTA.
 MF0587'ABOUT 11.75 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0587'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 257
 MF0587'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A GRAIN ELEVATOR,
 MF0587'115 FEET NORTHWEST OF THE ROXBURY STATION SIGN AT ROXBURY,
 MF0587'49 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 61 FEET
 MF0587'NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED
 MF0587'ROAD, 43 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 139
 MF0587'FEET SOUTH OF A LARGE COTTONWOOD TREE, 5.8 FEET NORTH OF A MARKER
 MF0587'FOR THE NORTHERN ILLINOIS GAS COMPANY PIPE LINE, 2 1/2 FEET
 MF0587'EAST OF A POWER POLE, 2 FEET SOUTHWEST OF A CORNER FENCE POST,
 MF0587'1 1/2 FEET SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1.5
 MF0587'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 MF0587'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 MF0587'IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH TILE
 MF0587'WHICH PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 MF0587'SEC 6, T37N, R 2E.
 MF0587
 MF0587                          STATION RECOVERY (1995)
 MF0587
 MF0587'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0587'MARK NOT FOUND.
 MF0587
 MF0587                          STATION RECOVERY (2002)
 MF0587
 MF0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0587'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0587
 MF0587                          STATION RECOVERY (2003)
 MF0587
 MF0587'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0587'DAMAGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0766 ***********************************************************************
 MF0766  DESIGNATION -  B 237
 MF0766  PID         -  MF0766
 MF0766  STATE/COUNTY-  IL/MARSHALL
 MF0766  USGS QUAD   -  LACON (1972)
 MF0766
 MF0766                         *CURRENT SURVEY CONTROL
 MF0766  ___________________________________________________________________
 MF0766* NAD 83(1986)-  41 05 36.     (N)    089 23 19.     (W)     SCALED    
 MF0766* NAVD 88     -       147.805  (meters)     484.92   (feet)  ADJUSTED  
 MF0766  ___________________________________________________________________
 MF0766  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0766  DYNAMIC HT  -         147.742 (meters)     484.72  (feet)  COMP
 MF0766  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 MF0766
 MF0766  VERT ORDER  -  FIRST     CLASS II
 MF0766
 MF0766.The horizontal coordinates were scaled from a topographic map and have
 MF0766.an estimated accuracy of +/- 6 seconds.
 MF0766
 MF0766.The orthometric height was determined by differential leveling
 MF0766.and adjusted by the National Geodetic Survey in June 1991..
 MF0766
 MF0766.The geoid height was determined by GEOID03.
 MF0766
 MF0766.The dynamic height is computed by dividing the NAVD 88
 MF0766.geopotential number by the normal gravity value computed on the
 MF0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0766.degrees latitude (g = 980.6199 gals.).
 MF0766
 MF0766.The modeled gravity was interpolated from observed gravity values.
 MF0766
 MF0766;                    North         East    Units  Estimated Accuracy
 MF0766;SPC IL W     -   491,680.      765,370.      MT  (+/- 180 meters Scaled)
 MF0766
 MF0766                          SUPERSEDED SURVEY CONTROL
 MF0766
 MF0766  NGVD 29 (??/??/92)  147.874  (m)          485.15   (f) ADJ UNCH    1 2
 MF0766
 MF0766.Superseded values are not recommended for survey control.
 MF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0766.See file dsdata.txt to determine how the superseded data were derived.
 MF0766
 MF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL993518(NAD 83)
 MF0766_MARKER: DB = BENCH MARK DISK
 MF0766_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0766_SP_SET: 48 FEET
 MF0766_STAMPING: B 237 1960
 MF0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0766
 MF0766  HISTORY     - Date     Condition        Report By
 MF0766  HISTORY     - 1960     MONUMENTED       CGS
 MF0766  HISTORY     - 19981107 MARK NOT FOUND   USPSQD
 MF0766
 MF0766                          STATION DESCRIPTION
 MF0766
 MF0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0766'1.6 MI SW FROM HENRY.
 MF0766'ABOUT 1.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 MF0766'PACIFIC RAILROAD FROM THE STATION AT HENRY, 0.3 MILE SOUTH OF
 MF0766'MILE POST 129, IN SECTION 20, R 10 E, T 13 N, AT CROSSING OF
 MF0766'A NORTH-SOUTH GRADED ROAD, 39 1/2 FEET SOUTHEAST OF SOUTHEAST
 MF0766'RAIL, 58 FEET EAST OF CENTER OF CROSSING, 2 1/2 FEET SOUTHWEST
 MF0766'OF TELEPHONE MILEAGE POLE NO. 129+11, IN LINE WITH ROW OF
 MF0766'POLES, 71 102 FEET NORTHEAST OF A FENCE CORNER, 8 1/2 FEET
 MF0766'NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A STEEL
 MF0766'WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND IS A DISK
 MF0766'ON COPPER COATED STEEL ROD PROJECTING 1 INCN AND PROTECTED BY
 MF0766'A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN
 MF0766'TO A DEPTH OF 48 FEET.
 MF0766
 MF0766                          STATION RECOVERY (1998)
 MF0766
 MF0766'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1522 ***********************************************************************
 LC1522  DESIGNATION -  B 238
 LC1522  PID         -  LC1522
 LC1522  STATE/COUNTY-  IL/TAZEWELL
 LC1522  USGS QUAD   -  PEKIN (1996)
 LC1522
 LC1522                         *CURRENT SURVEY CONTROL
 LC1522  ___________________________________________________________________
 LC1522* NAD 83(1986)-  40 32 16.     (N)    089 41 57.     (W)     SCALED    
 LC1522* NAVD 88     -       140.141  (meters)     459.78   (feet)  ADJUSTED  
 LC1522  ___________________________________________________________________
 LC1522  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LC1522  DYNAMIC HT  -         140.074 (meters)     459.56  (feet)  COMP
 LC1522  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 LC1522
 LC1522  VERT ORDER  -  FIRST     CLASS II
 LC1522
 LC1522.The horizontal coordinates were scaled from a topographic map and have
 LC1522.an estimated accuracy of +/- 6 seconds.
 LC1522
 LC1522.The orthometric height was determined by differential leveling
 LC1522.and adjusted by the National Geodetic Survey in June 1991..
 LC1522
 LC1522.The geoid height was determined by GEOID03.
 LC1522
 LC1522.The dynamic height is computed by dividing the NAVD 88
 LC1522.geopotential number by the normal gravity value computed on the
 LC1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1522.degrees latitude (g = 980.6199 gals.).
 LC1522
 LC1522.The modeled gravity was interpolated from observed gravity values.
 LC1522
 LC1522;                    North         East    Units  Estimated Accuracy
 LC1522;SPC IL W     -   429,800.      739,600.      MT  (+/- 180 meters Scaled)
 LC1522
 LC1522                          SUPERSEDED SURVEY CONTROL
 LC1522
 LC1522  NGVD 29 (??/??/92)  140.243  (m)          460.11   (f) ADJ UNCH    1 2
 LC1522
 LC1522.Superseded values are not recommended for survey control.
 LC1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1522.See file dsdata.txt to determine how the superseded data were derived.
 LC1522
 LC1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK714909(NAD 83)
 LC1522_MARKER: DB = BENCH MARK DISK
 LC1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1522_SP_SET: BRIDGE
 LC1522_STAMPING: B 238 1961
 LC1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1522+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 LC1522
 LC1522  HISTORY     - Date     Condition        Report By
 LC1522  HISTORY     - 1961     MONUMENTED       CGS
 LC1522  HISTORY     - 20020806 GOOD             CMT
 LC1522
 LC1522                          STATION DESCRIPTION
 LC1522
 LC1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1522'1 MI W FROM POWERTON.
 LC1522'ABOUT 1.05 MILES WEST ALONG POWERTON ROAD AND MANITO ROAD FROM
 LC1522'THE GATE AT POWERTON POWER STATION, ON TOP OF THE NORTH WINGWALL
 LC1522'OF THE EAST END OF A 180 FEET LONG CONCRETE BRIDGE, 14.5 FEET
 LC1522'NORTH OF THE CENTER LINE OF THE ROAD AND 6 INCHES ABOVE THE
 LC1522'LEVEL OF THE ROAD.  THE BRIDGE IS PROBABLY OVER THE MACKINAW
 LC1522'RIVER.
 LC1522
 LC1522                          STATION RECOVERY (2002)
 LC1522
 LC1522'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 LC1522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1226 ***********************************************************************
 LC1226  DESIGNATION -  B 239
 LC1226  PID         -  LC1226
 LC1226  STATE/COUNTY-  IL/MASON
 LC1226  USGS QUAD   -  DUCK ISLAND (1996)
 LC1226
 LC1226                         *CURRENT SURVEY CONTROL
 LC1226  ___________________________________________________________________
 LC1226* NAD 83(1986)-  40 22 52.     (N)    089 57 53.     (W)     SCALED    
 LC1226* NAVD 88     -       144.277  (meters)     473.35   (feet)  ADJUSTED  
 LC1226  ___________________________________________________________________
 LC1226  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LC1226  DYNAMIC HT  -         144.207 (meters)     473.12  (feet)  COMP
 LC1226  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LC1226
 LC1226  VERT ORDER  -  FIRST     CLASS II
 LC1226
 LC1226.The horizontal coordinates were scaled from a topographic map and have
 LC1226.an estimated accuracy of +/- 6 seconds.
 LC1226
 LC1226.The orthometric height was determined by differential leveling
 LC1226.and adjusted by the National Geodetic Survey in June 1991..
 LC1226
 LC1226.The geoid height was determined by GEOID03.
 LC1226
 LC1226.The dynamic height is computed by dividing the NAVD 88
 LC1226.geopotential number by the normal gravity value computed on the
 LC1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1226.degrees latitude (g = 980.6199 gals.).
 LC1226
 LC1226.The modeled gravity was interpolated from observed gravity values.
 LC1226
 LC1226;                    North         East    Units  Estimated Accuracy
 LC1226;SPC IL W     -   412,320.      717,150.      MT  (+/- 180 meters Scaled)
 LC1226
 LC1226                          SUPERSEDED SURVEY CONTROL
 LC1226
 LC1226  NGVD 29 (??/??/92)  144.386  (m)          473.71   (f) ADJ UNCH    1 2
 LC1226
 LC1226.Superseded values are not recommended for survey control.
 LC1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1226.See file dsdata.txt to determine how the superseded data were derived.
 LC1226
 LC1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK483742(NAD 83)
 LC1226_MARKER: DB = BENCH MARK DISK
 LC1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1226_STAMPING: B 239 1961
 LC1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1226+STABILITY: SURFACE MOTION
 LC1226
 LC1226  HISTORY     - Date     Condition        Report By
 LC1226  HISTORY     - 1961     MONUMENTED       CGS
 LC1226  HISTORY     - 20050501 GOOD             ILDT
 LC1226
 LC1226                          STATION DESCRIPTION
 LC1226
 LC1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1226'10.1 MI W FROM FOREST CITY.
 LC1226'ABOUT 6.5 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 LC1226'OFFICE AT FOREST CITY, THENCE 2.8 MILES NORTH ALONG A GRAVEL
 LC1226'ROAD, THENCE 0.8 MILE WEST-SOUTHWEST ALONG A SAND ROAD, 0.3
 LC1226'MILE SOUTHWEST OF A POINT WHERE THE ROAD TURNS SOUTHWEST, 32
 LC1226'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 20 1/2 FEET
 LC1226'NORTHEAST OF A T IN A FENCE LINE, 111 FEET EAST AND ACROSS THE
 LC1226'ROAD FROM A POWER LINE POLE, 2 FEET NORTHWEST OF A FENCE LINE
 LC1226'AND UNDER THE POWER LINE WHERE IT CROSSES OVER THE ROAD, 3 FEET
 LC1226'NORTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 LC1226'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 LC1226'ABOVE THE LEVEL OF THE GROUND.
 LC1226
 LC1226                          STATION RECOVERY (2005)
 LC1226
 LC1226'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (FJH)
 LC1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1787 ***********************************************************************
 LB1787  DESIGNATION -  B 24
 LB1787  PID         -  LB1787
 LB1787  STATE/COUNTY-  IL/CHAMPAIGN
 LB1787  USGS QUAD   -  HOMER (1975)
 LB1787
 LB1787                         *CURRENT SURVEY CONTROL
 LB1787  ___________________________________________________________________
 LB1787* NAD 83(1986)-  40 06 39.     (N)    087 57 29.     (W)     SCALED    
 LB1787* NAVD 88     -       204.697  (meters)     671.58   (feet)  ADJUSTED  
 LB1787  ___________________________________________________________________
 LB1787  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LB1787  DYNAMIC HT  -         204.594 (meters)     671.24  (feet)  COMP
 LB1787  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 LB1787
 LB1787  VERT ORDER  -  SECOND    CLASS 0
 LB1787
 LB1787.The horizontal coordinates were scaled from a topographic map and have
 LB1787.an estimated accuracy of +/- 6 seconds.
 LB1787
 LB1787.The orthometric height was determined by differential leveling
 LB1787.and adjusted by the National Geodetic Survey in June 1991..
 LB1787
 LB1787.The geoid height was determined by GEOID03.
 LB1787
 LB1787.The dynamic height is computed by dividing the NAVD 88
 LB1787.geopotential number by the normal gravity value computed on the
 LB1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1787.degrees latitude (g = 980.6199 gals.).
 LB1787
 LB1787.The modeled gravity was interpolated from observed gravity values.
 LB1787
 LB1787;                    North         East    Units  Estimated Accuracy
 LB1787;SPC IL E     -   382,370.      331,990.      MT  (+/- 180 meters Scaled)
 LB1787
 LB1787                          SUPERSEDED SURVEY CONTROL
 LB1787
 LB1787  NGVD 29 (??/??/92)  204.75   (m)          671.8    (f) COMPUTED    2 0
 LB1787
 LB1787.Superseded values are not recommended for survey control.
 LB1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1787.See file dsdata.txt to determine how the superseded data were derived.
 LB1787
 LB1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK183404(NAD 83)
 LB1787_MARKER: DB = BENCH MARK DISK
 LB1787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1787_SP_SET: CULVERT
 LB1787_STAMPING: B 24 1935
 LB1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1787
 LB1787  HISTORY     - Date     Condition        Report By
 LB1787  HISTORY     - 1935     MONUMENTED       CGS
 LB1787  HISTORY     - 1954     GOOD             NGS
 LB1787  HISTORY     - 19980406 MARK NOT FOUND   BCA
 LB1787
 LB1787                          STATION DESCRIPTION
 LB1787
 LB1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1787'AT OGDEN.
 LB1787'AT OGDEN, ABOUT 75 YARDS SOUTH ALONG STATE HIGHWAY 49 FROM THE
 LB1787'JUNCTION OF U.S. HIGHWAY 50, IN THE TOP AND 2.4 FEET NORTH OF
 LB1787'SOUTH END OF THE EAST HEAD WALL OF A 2-FOOT CONCRETE BOX CULVERT
 LB1787'UNDER HIGHWAY, 17 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT
 LB1787'1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 LB1787
 LB1787                          STATION RECOVERY (1998)
 LB1787
 LB1787'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LB1787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1788 ***********************************************************************
 LB1788  DESIGNATION -  B 24 RESET 1958
 LB1788  PID         -  LB1788
 LB1788  STATE/COUNTY-  IL/CHAMPAIGN
 LB1788  USGS QUAD   -  HOMER (1975)
 LB1788
 LB1788                         *CURRENT SURVEY CONTROL
 LB1788  ___________________________________________________________________
 LB1788* NAD 83(1986)-  40 06 39.     (N)    087 57 29.     (W)     SCALED    
 LB1788* NAVD 88     -       204.70   (meters)     671.6    (feet)  RESET     
 LB1788  ___________________________________________________________________
 LB1788  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LB1788
 LB1788  VERT ORDER  -  THIRD
 LB1788
 LB1788.The horizontal coordinates were scaled from a topographic map and have
 LB1788.an estimated accuracy of +/- 6 seconds.
 LB1788
 LB1788.The orthometric height was computed from unverified reset data.
 LB1788.No vertical observational check was made to the station.
 LB1788
 LB1788.The geoid height was determined by GEOID03.
 LB1788
 LB1788;                    North         East    Units  Estimated Accuracy
 LB1788;SPC IL E     -   382,370.      331,990.      MT  (+/- 180 meters Scaled)
 LB1788
 LB1788                          SUPERSEDED SURVEY CONTROL
 LB1788
 LB1788  NGVD 29 (??/??/??)  204.75   (m)          671.8    (f) RESET       3  
 LB1788
 LB1788.Superseded values are not recommended for survey control.
 LB1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1788.See file dsdata.txt to determine how the superseded data were derived.
 LB1788
 LB1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK183404(NAD 83)
 LB1788_MARKER: DB = BENCH MARK DISK
 LB1788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1788_SP_SET: CULVERT
 LB1788_STAMPING: B 24 RESET 1958
 LB1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB1788+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 LB1788
 LB1788  HISTORY     - Date     Condition        Report By
 LB1788  HISTORY     - 1958     MONUMENTED       ILHD
 LB1788  HISTORY     - 20010706 GOOD             BCA
 LB1788  HISTORY     - 20051130 GOOD             ILDT
 LB1788
 LB1788                          STATION DESCRIPTION
 LB1788
 LB1788'DESCRIBED BY IL HIGHWAY DEPT 1958
 LB1788'AT OGDEN.
 LB1788'AT OGDEN, ON STATE HIGHWAY 49, SOUTH OF THE JUNCTION OF U.S.
 LB1788'HIGHWAY 150, AND SET IN CULVERT HEADWALL.
 LB1788
 LB1788                          STATION RECOVERY (2001)
 LB1788
 LB1788'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 LB1788'RECOVERED IN GOOD CONDITION.
 LB1788
 LB1788                          STATION RECOVERY (2005)
 LB1788
 LB1788'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB1788'100 FT SOUTH OF US 150.  +/- 25 FT EAST OF IL 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0267 ***********************************************************************
 LD0267  DESIGNATION -  B 240
 LD0267  PID         -  LD0267
 LD0267  STATE/COUNTY-  IL/MASON
 LD0267  USGS QUAD   -  HAVANA (1947)
 LD0267
 LD0267                         *CURRENT SURVEY CONTROL
 LD0267  ___________________________________________________________________
 LD0267* NAD 83(1986)-  40 17 48.     (N)    090 02 06.     (W)     SCALED    
 LD0267* NAVD 88     -       145.760  (meters)     478.21   (feet)  ADJUSTED  
 LD0267  ___________________________________________________________________
 LD0267  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0267  DYNAMIC HT  -         145.688 (meters)     477.98  (feet)  COMP
 LD0267  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 LD0267
 LD0267  VERT ORDER  -  FIRST     CLASS II
 LD0267
 LD0267.The horizontal coordinates were scaled from a topographic map and have
 LD0267.an estimated accuracy of +/- 6 seconds.
 LD0267
 LD0267.The orthometric height was determined by differential leveling
 LD0267.and adjusted by the National Geodetic Survey in June 1991..
 LD0267
 LD0267.The geoid height was determined by GEOID03.
 LD0267
 LD0267.The dynamic height is computed by dividing the NAVD 88
 LD0267.geopotential number by the normal gravity value computed on the
 LD0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0267.degrees latitude (g = 980.6199 gals.).
 LD0267
 LD0267.The modeled gravity was interpolated from observed gravity values.
 LD0267
 LD0267;                    North         East    Units  Estimated Accuracy
 LD0267;SPC IL W     -   402,940.      711,190.      MT  (+/- 180 meters Scaled)
 LD0267
 LD0267                          SUPERSEDED SURVEY CONTROL
 LD0267
 LD0267  NGVD 29 (??/??/92)  145.854  (m)          478.52   (f) ADJ UNCH    1 2
 LD0267
 LD0267.Superseded values are not recommended for survey control.
 LD0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0267.See file dsdata.txt to determine how the superseded data were derived.
 LD0267
 LD0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE520649(NAD 83)
 LD0267_MARKER: DB = BENCH MARK DISK
 LD0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0267_STAMPING: B 240 1961
 LD0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0267+STABILITY: SURFACE MOTION
 LD0267
 LD0267  HISTORY     - Date     Condition        Report By
 LD0267  HISTORY     - 1961     MONUMENTED       CGS
 LD0267  HISTORY     - 20050501 GOOD             ILDT
 LD0267
 LD0267                          STATION DESCRIPTION
 LD0267
 LD0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0267'0.6 MI E FROM HAVANA.
 LD0267'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 136 FROM THE CHICAGO AND
 LD0267'ILLINOIS MIDLAND FREIGHT STATION AT EAST EDGE OF HAVANA, AT THE
 LD0267'ENTRANCE TO THE LAUREL HILL CEMETERY, 32.5 FEET SOUTH OF THE
 LD0267'CENTER LINE OF THE HIGHWAY, 21.1 FEET NORTHWEST OF THE NORTHWEST
 LD0267'CORNER OF A BRICK POST, 4.1 FEET EAST OF THE NORTHEAST CORNER
 LD0267'OF A BRICK POST, 4.1 FEET EAST OF THE NORTHEAST CORNER OF THE
 LD0267'NORTHWEST ONE OF 6 BRICK AND CONCRETE GATE POST, 20 FEET WEST OF
 LD0267'THE CENTER LINE OF THE ENTRANCE DRIVE TO CEMETERY, 84.5 FEET
 LD0267'NORTH OF THE CENTER OF A WELL WITH A PUMP, ABOUT LEVEL WITH THE
 LD0267'HIGHWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LD0267
 LD0267                          STATION RECOVERY (2005)
 LD0267
 LD0267'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (FJH)
 LD0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0184 ***********************************************************************
 JC0184  DESIGNATION -  B 241
 JC0184  PID         -  JC0184
 JC0184  STATE/COUNTY-  IL/JERSEY
 JC0184  USGS QUAD   -  GRAFTON (1990)
 JC0184
 JC0184                         *CURRENT SURVEY CONTROL
 JC0184  ___________________________________________________________________
 JC0184* NAD 83(1986)-  38 58 16.     (N)    090 27 24.     (W)     SCALED    
 JC0184* NAVD 88     -       130.657  (meters)     428.66   (feet)  ADJUSTED  
 JC0184  ___________________________________________________________________
 JC0184  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JC0184  DYNAMIC HT  -         130.577 (meters)     428.40  (feet)  COMP
 JC0184  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JC0184
 JC0184  VERT ORDER  -  FIRST     CLASS II
 JC0184
 JC0184.The horizontal coordinates were scaled from a topographic map and have
 JC0184.an estimated accuracy of +/- 6 seconds.
 JC0184
 JC0184.The orthometric height was determined by differential leveling
 JC0184.and adjusted by the National Geodetic Survey in June 1991..
 JC0184
 JC0184.The geoid height was determined by GEOID03.
 JC0184
 JC0184.The dynamic height is computed by dividing the NAVD 88
 JC0184.geopotential number by the normal gravity value computed on the
 JC0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0184.degrees latitude (g = 980.6199 gals.).
 JC0184
 JC0184.The modeled gravity was interpolated from observed gravity values.
 JC0184
 JC0184;                    North         East    Units  Estimated Accuracy
 JC0184;SPC IL W     -   255,800.      674,870.      MT  (+/- 180 meters Scaled)
 JC0184
 JC0184                          SUPERSEDED SURVEY CONTROL
 JC0184
 JC0184  NGVD 29 (??/??/92)  130.778  (m)          429.06   (f) ADJ UNCH    1 2
 JC0184
 JC0184.Superseded values are not recommended for survey control.
 JC0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0184.See file dsdata.txt to determine how the superseded data were derived.
 JC0184
 JC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD203166(NAD 83)
 JC0184_MARKER: DB = BENCH MARK DISK
 JC0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0184_SP_SET: CULVERT
 JC0184_STAMPING: B 241 1961
 JC0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0184+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 JC0184
 JC0184  HISTORY     - Date     Condition        Report By
 JC0184  HISTORY     - 1961     MONUMENTED       CGS
 JC0184  HISTORY     - 19990306 GOOD             USPSQD
 JC0184  HISTORY     - 20010331 GOOD             NGS
 JC0184  HISTORY     - 20060325 GOOD             GEOCAC
 JC0184
 JC0184                          STATION DESCRIPTION
 JC0184
 JC0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0184'1 MI W FROM GRAFTON.
 JC0184'ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY 100 FROM THE GRAFTON
 JC0184'SCHOOL AT GRAFTON, ABOUT 100 YARDS WEST OF THE JUNCTION OF THE
 JC0184'DAGETT HOLLOW ROAD, AT ABOUT THE CENTER OF A CURVE, SET ON TOP
 JC0184'OF THE FLOOR AND AT THE NORTHEAST CORNER OF A 12 FOOT BOX CULVERT
 JC0184'WITH ROCK HEADWALL, 22 FEET NORTH OF THE CENTER LINE OF THE
 JC0184'HIGHWAY, 1 FOOT SOUTHEAST OF A POINT WHERE THE HEADWALL JOINS
 JC0184'THE WINGWALL, 1 FOOT WEST OF THE EAST EDGE OF THE WALL OF THE
 JC0184'CULVERT AND COVERED WITH A 1/2 FOOT OF DIRT, 2 FEET BELOW THE
 JC0184'LEVEL OF THE HIGHWAY SURFACE.
 JC0184
 JC0184                          STATION RECOVERY (1999)
 JC0184
 JC0184'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0184'RECOVERED IN GOOD CONDITION.
 JC0184
 JC0184                          STATION RECOVERY (2001)
 JC0184
 JC0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0184
 JC0184                          STATION RECOVERY (2006)
 JC0184
 JC0184'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 JC0184'1ST GEOCAC RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0134 ***********************************************************************
 KC0134  DESIGNATION -  B 242
 KC0134  PID         -  KC0134
 KC0134  STATE/COUNTY-  IL/JERSEY
 KC0134  USGS QUAD   -  HARDIN (1978)
 KC0134
 KC0134                         *CURRENT SURVEY CONTROL
 KC0134  ___________________________________________________________________
 KC0134* NAD 83(1986)-  39 10 20.     (N)    090 33 10.     (W)     SCALED    
 KC0134* NAVD 88     -       153.660  (meters)     504.13   (feet)  ADJUSTED  
 KC0134  ___________________________________________________________________
 KC0134  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KC0134  DYNAMIC HT  -         153.569 (meters)     503.83  (feet)  COMP
 KC0134  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 KC0134
 KC0134  VERT ORDER  -  FIRST     CLASS II
 KC0134
 KC0134.The horizontal coordinates were scaled from a topographic map and have
 KC0134.an estimated accuracy of +/- 6 seconds.
 KC0134
 KC0134.The orthometric height was determined by differential leveling
 KC0134.and adjusted by the National Geodetic Survey in June 1991..
 KC0134
 KC0134.The geoid height was determined by GEOID03.
 KC0134
 KC0134.The dynamic height is computed by dividing the NAVD 88
 KC0134.geopotential number by the normal gravity value computed on the
 KC0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0134.degrees latitude (g = 980.6199 gals.).
 KC0134
 KC0134.The modeled gravity was interpolated from observed gravity values.
 KC0134
 KC0134;                    North         East    Units  Estimated Accuracy
 KC0134;SPC IL W     -   278,160.      666,640.      MT  (+/- 180 meters Scaled)
 KC0134
 KC0134                          SUPERSEDED SURVEY CONTROL
 KC0134
 KC0134  NGVD 29 (??/??/92)  153.772  (m)          504.50   (f) ADJ UNCH    1 2
 KC0134
 KC0134.Superseded values are not recommended for survey control.
 KC0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0134.See file dsdata.txt to determine how the superseded data were derived.
 KC0134
 KC0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD114387(NAD 83)
 KC0134_MARKER: DB = BENCH MARK DISK
 KC0134_SETTING: 66 = SET IN ROCK OUTCROP
 KC0134_SP_SET: ROCK CLIFF
 KC0134_STAMPING: B 242 1961
 KC0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0134+STABILITY: POSITION/ELEVATION WELL
 KC0134
 KC0134  HISTORY     - Date     Condition        Report By
 KC0134  HISTORY     - 1961     MONUMENTED       CGS
 KC0134
 KC0134                          STATION DESCRIPTION
 KC0134
 KC0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0134'1.2 MI S FROM SPANKEY.
 KC0134'ABOUT 1.15 MILES SOUTH ALONG A GRADED ROAD FROM THE SOUTH END
 KC0134'OF A 450-FEET LONG BRIDGE OVER MACOUPIN CREEK AT SPANKEY, SECTION
 KC0134'S 4 T 8 R 13 W, 0.75 MILE NORTHEAST OF A SIDE ROAD LEADING WEST,
 KC0134'SET VERTICALLY IN THE WEST FACE OF A ROCK BLUFF 75 YARDS LONG
 KC0134'AND 30 FEET HIGH, 101 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KC0134'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 29 FEET ABOVE THE
 KC0134'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0261 ***********************************************************************
 KC0261  DESIGNATION -  B 243
 KC0261  PID         -  KC0261
 KC0261  STATE/COUNTY-  IL/SCOTT
 KC0261  USGS QUAD   -  MEREDOSIA (1980)
 KC0261
 KC0261                         *CURRENT SURVEY CONTROL
 KC0261  ___________________________________________________________________
 KC0261* NAD 83(1986)-  39 45 39.     (N)    090 32 05.     (W)     SCALED    
 KC0261* NAVD 88     -       140.792  (meters)     461.92   (feet)  ADJUSTED  
 KC0261  ___________________________________________________________________
 KC0261  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KC0261  DYNAMIC HT  -         140.715 (meters)     461.66  (feet)  COMP
 KC0261  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KC0261
 KC0261  VERT ORDER  -  FIRST     CLASS II
 KC0261
 KC0261.The horizontal coordinates were scaled from a topographic map and have
 KC0261.an estimated accuracy of +/- 6 seconds.
 KC0261
 KC0261.The orthometric height was determined by differential leveling
 KC0261.and adjusted by the National Geodetic Survey in June 1991..
 KC0261
 KC0261.The geoid height was determined by GEOID03.
 KC0261
 KC0261.The dynamic height is computed by dividing the NAVD 88
 KC0261.geopotential number by the normal gravity value computed on the
 KC0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0261.degrees latitude (g = 980.6199 gals.).
 KC0261
 KC0261.The modeled gravity was interpolated from observed gravity values.
 KC0261
 KC0261;                    North         East    Units  Estimated Accuracy
 KC0261;SPC IL W     -   343,500.      668,460.      MT  (+/- 180 meters Scaled)
 KC0261
 KC0261                          SUPERSEDED SURVEY CONTROL
 KC0261
 KC0261  NGVD 29 (??/??/92)  140.906  (m)          462.29   (f) ADJ UNCH    1 2
 KC0261
 KC0261.Superseded values are not recommended for survey control.
 KC0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0261.See file dsdata.txt to determine how the superseded data were derived.
 KC0261
 KC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE111041(NAD 83)
 KC0261_MARKER: DB = BENCH MARK DISK
 KC0261_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KC0261_SP_SET: 40 FEET
 KC0261_STAMPING: B 243 1961
 KC0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0261
 KC0261  HISTORY     - Date     Condition        Report By
 KC0261  HISTORY     - 1961     MONUMENTED       CGS
 KC0261
 KC0261                          STATION DESCRIPTION
 KC0261
 KC0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0261'0.8 MI N FROM BLUFFS.
 KC0261'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0261'OF THE WABASH RAILROAD AT BLUFFS, 0.45 MILE NORTH OF THE SCHOOL
 KC0261'AT BLUFFS, AT THE JUNCTION OF A GRAVELED ROAD LEADING WEST TO
 KC0261'NAPLES, 89 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 53 FEET
 KC0261'SOUTH OF THE CENTER LINE OF THE ROAD WEST, 18 1/2 FEET SOUTH OF
 KC0261'A FENCE CORNER, 72 1/2 FEET SOUTHWEST OF THE SOUTH END OF THE
 KC0261'WEST HEADWALL OF A 5 FOOT BOX CULVERT UNDER THE HIGHWAY, 2 FEET
 KC0261'NORTH OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE LINE, 1 1/2
 KC0261'FEET SOUTH OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL
 KC0261'OF THE HIGHWAY, A DISK ON TOP OF A COPPER COATED STEEL ROD
 KC0261'PROJECTING 1 INCH ABOVE THE GROUND AND PROTECTED BY A 6 INCH
 KC0261'TILE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KC0261'THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0225 ***********************************************************************
 KC0225  DESIGNATION -  B 244
 KC0225  PID         -  KC0225
 KC0225  STATE/COUNTY-  IL/SCOTT
 KC0225  USGS QUAD   -  BEDFORD (1980)
 KC0225
 KC0225                         *CURRENT SURVEY CONTROL
 KC0225  ___________________________________________________________________
 KC0225* NAD 83(1986)-  39 33 00.     (N)    090 31 10.     (W)     SCALED    
 KC0225* NAVD 88     -       137.484  (meters)     451.06   (feet)  ADJUSTED  
 KC0225  ___________________________________________________________________
 KC0225  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KC0225  DYNAMIC HT  -         137.407 (meters)     450.81  (feet)  COMP
 KC0225  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 KC0225
 KC0225  VERT ORDER  -  FIRST     CLASS II
 KC0225
 KC0225.The horizontal coordinates were scaled from a topographic map and have
 KC0225.an estimated accuracy of +/- 6 seconds.
 KC0225
 KC0225.The orthometric height was determined by differential leveling
 KC0225.and adjusted by the National Geodetic Survey in June 1991..
 KC0225
 KC0225.The geoid height was determined by GEOID03.
 KC0225
 KC0225.The dynamic height is computed by dividing the NAVD 88
 KC0225.geopotential number by the normal gravity value computed on the
 KC0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0225.degrees latitude (g = 980.6199 gals.).
 KC0225
 KC0225.The modeled gravity was interpolated from observed gravity values.
 KC0225
 KC0225;                    North         East    Units  Estimated Accuracy
 KC0225;SPC IL W     -   320,090.      669,680.      MT  (+/- 180 meters Scaled)
 KC0225
 KC0225                          SUPERSEDED SURVEY CONTROL
 KC0225
 KC0225  NGVD 29 (??/??/92)  137.619  (m)          451.50   (f) ADJ UNCH    1 2
 KC0225
 KC0225.Superseded values are not recommended for survey control.
 KC0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0225.See file dsdata.txt to determine how the superseded data were derived.
 KC0225
 KC0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD131807(NAD 83)
 KC0225_MARKER: DB = BENCH MARK DISK
 KC0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0225_SP_SET: BRIDGE
 KC0225_STAMPING: B 244 1961
 KC0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0225
 KC0225  HISTORY     - Date     Condition        Report By
 KC0225  HISTORY     - 1961     MONUMENTED       CGS
 KC0225
 KC0225                          STATION DESCRIPTION
 KC0225
 KC0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0225'7.2 MI N FROM HILLVIEW.
 KC0225'ABOUT 7.25 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0225'BAPTIST CHURCH AT HILLVIEW, SET ON TOP OF THE EAST END OF THE
 KC0225'SOUTH CONCRETE ABUTMENT OF A 250 FEET LONG BRIDGE OVER LITTLE
 KC0225'SANDY CREEK, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 1/2 FOOT
 KC0225'WEST OF THE EAST END OF THE ABUTMENT AND 1/2 FOOT ABOVE THE
 KC0225'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0094 ***********************************************************************
 KC0094  DESIGNATION -  B 245
 KC0094  PID         -  KC0094
 KC0094  STATE/COUNTY-  IL/GREENE
 KC0094  USGS QUAD   -  PEARL EAST (1980)
 KC0094
 KC0094                         *CURRENT SURVEY CONTROL
 KC0094  ___________________________________________________________________
 KC0094* NAD 83(1986)-  39 27 29.     (N)    090 36 32.     (W)     SCALED    
 KC0094* NAVD 88     -       135.133  (meters)     443.35   (feet)  ADJUSTED  
 KC0094  ___________________________________________________________________
 KC0094  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KC0094  DYNAMIC HT  -         135.056 (meters)     443.10  (feet)  COMP
 KC0094  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 KC0094
 KC0094  VERT ORDER  -  FIRST     CLASS II
 KC0094
 KC0094.The horizontal coordinates were scaled from a topographic map and have
 KC0094.an estimated accuracy of +/- 6 seconds.
 KC0094
 KC0094.The orthometric height was determined by differential leveling
 KC0094.and adjusted by the National Geodetic Survey in June 1991..
 KC0094
 KC0094.The geoid height was determined by GEOID03.
 KC0094
 KC0094.The dynamic height is computed by dividing the NAVD 88
 KC0094.geopotential number by the normal gravity value computed on the
 KC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0094.degrees latitude (g = 980.6199 gals.).
 KC0094
 KC0094.The modeled gravity was interpolated from observed gravity values.
 KC0094
 KC0094;                    North         East    Units  Estimated Accuracy
 KC0094;SPC IL W     -   309,910.      661,940.      MT  (+/- 180 meters Scaled)
 KC0094
 KC0094                          SUPERSEDED SURVEY CONTROL
 KC0094
 KC0094  NGVD 29 (??/??/92)  135.280  (m)          443.83   (f) ADJ UNCH    1 2
 KC0094
 KC0094.Superseded values are not recommended for survey control.
 KC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0094.See file dsdata.txt to determine how the superseded data were derived.
 KC0094
 KC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD057703(NAD 83)
 KC0094_MARKER: DB = BENCH MARK DISK
 KC0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0094_SP_SET: BRIDGE
 KC0094_STAMPING: B 245 1961
 KC0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0094
 KC0094  HISTORY     - Date     Condition        Report By
 KC0094  HISTORY     - 1961     MONUMENTED       CGS
 KC0094  HISTORY     - 1981     GOOD             AEROS
 KC0094
 KC0094                          STATION DESCRIPTION
 KC0094
 KC0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0094'3.8 MI W FROM HILLVIEW.
 KC0094'ABOUT 3.8 MILES WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 KC0094'FROM THE POST OFFICE AT HILLVIEW, 0.4 MILE WEST OF MILEPOST 250,
 KC0094'SET ON TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 KC0094'THE BRIDGE OVER THE ILLINOIS RIVER, 6 1/2 FEET NORTH OF THE
 KC0094'NORTH RAIL, 1 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT AND
 KC0094'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 KC0094
 KC0094                          STATION RECOVERY (1981)
 KC0094
 KC0094'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 KC0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0741 ***********************************************************************
 LC0741  DESIGNATION -  B 247
 LC0741  PID         -  LC0741
 LC0741  STATE/COUNTY-  IL/LIVINGSTON
 LC0741  USGS QUAD   -  SOUTHWEST PONTIAC (1983)
 LC0741
 LC0741                         *CURRENT SURVEY CONTROL
 LC0741  ___________________________________________________________________
 LC0741* NAD 83(1986)-  40 45 22.     (N)    088 43 09.     (W)     SCALED    
 LC0741* NAVD 88     -       215.493  (meters)     707.00   (feet)  ADJUSTED  
 LC0741  ___________________________________________________________________
 LC0741  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC0741  DYNAMIC HT  -         215.398 (meters)     706.68  (feet)  COMP
 LC0741  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 LC0741
 LC0741  VERT ORDER  -  SECOND    CLASS 0
 LC0741
 LC0741.The horizontal coordinates were scaled from a topographic map and have
 LC0741.an estimated accuracy of +/- 6 seconds.
 LC0741
 LC0741.The orthometric height was determined by differential leveling
 LC0741.and adjusted by the National Geodetic Survey in June 1991..
 LC0741
 LC0741.The geoid height was determined by GEOID03.
 LC0741
 LC0741.The dynamic height is computed by dividing the NAVD 88
 LC0741.geopotential number by the normal gravity value computed on the
 LC0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0741.degrees latitude (g = 980.6199 gals.).
 LC0741
 LC0741.The modeled gravity was interpolated from observed gravity values.
 LC0741
 LC0741;                    North         East    Units  Estimated Accuracy
 LC0741;SPC IL E     -   454,030.      267,420.      MT  (+/- 180 meters Scaled)
 LC0741
 LC0741                          SUPERSEDED SURVEY CONTROL
 LC0741
 LC0741  NGVD 29 (??/??/92)  215.545  (m)          707.17   (f) ADJ UNCH    2 0
 LC0741
 LC0741.Superseded values are not recommended for survey control.
 LC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0741.See file dsdata.txt to determine how the superseded data were derived.
 LC0741
 LC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL548131(NAD 83)
 LC0741_MARKER: DB = BENCH MARK DISK
 LC0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0741_STAMPING: B 247 1960
 LC0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0741+STABILITY: SURFACE MOTION
 LC0741
 LC0741  HISTORY     - Date     Condition        Report By
 LC0741  HISTORY     - 1960     MONUMENTED       CGS
 LC0741  HISTORY     - 1961     GOOD             NGS
 LC0741
 LC0741                          STATION DESCRIPTION
 LC0741
 LC0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0741'1.2 MI NE FROM CHENOA.
 LC0741'ABOUT 0.9 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0741'WITH U.S. HIGHWAY 24 IN THE NORTHWEST PART OF CHENOA, THENCE
 LC0741'0.3 MILES NORTH ALONG AN ASPHALT PAVED ROAD AT THE JUNCTION OF
 LC0741'AN EAST-WEST GRAVEL ROAD, 19 FEET NORTH OF THE CENTER LINE OF
 LC0741'THE GRAVEL ROAD, 177 FEET WEST OF THE CENTER LINE OF AN ASPHALT
 LC0741'ROAD, 1 FOOT SOUTH OF THE FENCE AND FENCE CORNER, 97 FEET
 LC0741'NORTHWEST AND ACROSS THE ROAD FROM A GUY WIRED POWER POLE, 2.5
 LC0741'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE GRAVEL
 LC0741'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0268 ***********************************************************************
 MF0268  DESIGNATION -  B 248
 MF0268  PID         -  MF0268
 MF0268  STATE/COUNTY-  IL/LIVINGSTON
 MF0268  USGS QUAD   -  DWIGHT (1983)
 MF0268
 MF0268                         *CURRENT SURVEY CONTROL
 MF0268  ___________________________________________________________________
 MF0268* NAD 83(1986)-  41 04 07.     (N)    088 27 25.     (W)     SCALED    
 MF0268* NAVD 88     -       199.944  (meters)     655.98   (feet)  ADJUSTED  
 MF0268  ___________________________________________________________________
 MF0268  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 MF0268  DYNAMIC HT  -         199.864 (meters)     655.72  (feet)  COMP
 MF0268  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 MF0268
 MF0268  VERT ORDER  -  SECOND    CLASS 0
 MF0268
 MF0268.The horizontal coordinates were scaled from a topographic map and have
 MF0268.an estimated accuracy of +/- 6 seconds.
 MF0268
 MF0268.The orthometric height was determined by differential leveling
 MF0268.and adjusted by the National Geodetic Survey in June 1991..
 MF0268
 MF0268.The geoid height was determined by GEOID03.
 MF0268
 MF0268.The dynamic height is computed by dividing the NAVD 88
 MF0268.geopotential number by the normal gravity value computed on the
 MF0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0268.degrees latitude (g = 980.6199 gals.).
 MF0268
 MF0268.The modeled gravity was interpolated from observed gravity values.
 MF0268
 MF0268;                    North         East    Units  Estimated Accuracy
 MF0268;SPC IL E     -   488,670.      289,610.      MT  (+/- 180 meters Scaled)
 MF0268
 MF0268                          SUPERSEDED SURVEY CONTROL
 MF0268
 MF0268  NGVD 29 (??/??/92)  200.016  (m)          656.22   (f) ADJ UNCH    2 0
 MF0268
 MF0268.Superseded values are not recommended for survey control.
 MF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0268.See file dsdata.txt to determine how the superseded data were derived.
 MF0268
 MF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL775473(NAD 83)
 MF0268_MARKER: DB = BENCH MARK DISK
 MF0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0268_SP_SET: CULVERT
 MF0268_STAMPING: B 248 1960
 MF0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0268
 MF0268  HISTORY     - Date     Condition        Report By
 MF0268  HISTORY     - 1960     MONUMENTED       CGS
 MF0268  HISTORY     - 1961     GOOD             NGS
 MF0268
 MF0268                          STATION DESCRIPTION
 MF0268
 MF0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0268'2 MI SW FROM DWIGHT.
 MF0268'ABOUT 2.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE
 MF0268'JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE 17 IN THE WEST
 MF0268'PART OF DWIGHT, AT JUNCTION OF GRAVELED ROAD SOUTH, SET IN
 MF0268'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 MF0268'3 FEET CONCRETE BOX CULVERT, (BRIDGE NO. 759), UNDER THE
 MF0268'GULF MOBILE AND OHIO RAILROAD, 95 FEET SOUTHEAST OF THE CENTERLINE
 MF0268'OF NORTH BOUND U.S. HIGHWAY 66, 24 FEET NORTHWEST OF THE
 MF0268'NORTHWEST RAIL OF SOUTH BOUND TRACK OF GULF MOBILE AND
 MF0268'OHIO RAILROAD, 185 FEET NORTHEAST OF THE CENTER OF CROSSING
 MF0268'OF SOUTH BOUND TRACK AND GRAVELED ROAD EAST, ABOUT 3 FEET
 MF0268'BELOW THE LEVEL OF U.S. HIGHWAY 66, AND ABOUT 5 FEET BELOW
 MF0268'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0166 ***********************************************************************
 JC0166  DESIGNATION -  B 249
 JC0166  PID         -  JC0166
 JC0166  STATE/COUNTY-  IL/ST CLAIR
 JC0166  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0166
 JC0166                         *CURRENT SURVEY CONTROL
 JC0166  ___________________________________________________________________
 JC0166* NAD 83(1986)-  38 37 19.     (N)    090 02 45.     (W)     SCALED    
 JC0166* NAVD 88     -       130.303  (meters)     427.50   (feet)  ADJUSTED  
 JC0166  ___________________________________________________________________
 JC0166  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JC0166  DYNAMIC HT  -         130.220 (meters)     427.23  (feet)  COMP
 JC0166  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 JC0166
 JC0166  VERT ORDER  -  SECOND    CLASS 0
 JC0166
 JC0166.The horizontal coordinates were scaled from a topographic map and have
 JC0166.an estimated accuracy of +/- 6 seconds.
 JC0166
 JC0166.The orthometric height was determined by differential leveling
 JC0166.and adjusted by the National Geodetic Survey in June 1991..
 JC0166
 JC0166.The geoid height was determined by GEOID03.
 JC0166
 JC0166.The dynamic height is computed by dividing the NAVD 88
 JC0166.geopotential number by the normal gravity value computed on the
 JC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0166.degrees latitude (g = 980.6199 gals.).
 JC0166
 JC0166.The modeled gravity was interpolated from observed gravity values.
 JC0166
 JC0166;                    North         East    Units  Estimated Accuracy
 JC0166;SPC IL W     -   217,010.      710,520.      MT  (+/- 180 meters Scaled)
 JC0166
 JC0166                          SUPERSEDED SURVEY CONTROL
 JC0166
 JC0166  NGVD 29 (??/??/92)  130.415  (m)          427.87   (f) ADJ UNCH    2 0
 JC0166
 JC0166.Superseded values are not recommended for survey control.
 JC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0166.See file dsdata.txt to determine how the superseded data were derived.
 JC0166
 JC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC571789(NAD 83)
 JC0166_MARKER: DB = BENCH MARK DISK
 JC0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0166_SP_SET: CULVERT
 JC0166_STAMPING: B 249 1961
 JC0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0166
 JC0166  HISTORY     - Date     Condition        Report By
 JC0166  HISTORY     - 1961     MONUMENTED       CGS
 JC0166
 JC0166                          STATION DESCRIPTION
 JC0166
 JC0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0166'3.8 MI SE FROM WASHINGTON PARK.
 JC0166'ABOUT 0.2 MILE WEST ALONG FOREST AVENUE FROM THE CITY HALL IN
 JC0166'WASHINGTON PARK, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 111,
 JC0166'THENCE 2.6 MILES EAST ALONG BUNKUM ROAD, AT THE JUNCTION OF AN
 JC0166'ASPHALT PAVED ROAD NORTH, AND AN ASPHALT PAVED ROAD SOUTHEAST,
 JC0166'SET IN TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 36 FOOT
 JC0166'DOUBLE BOX CULVERT UNDER BUNKUM ROAD, 22 FEET SOUTH OF THE CENTER
 JC0166'LINE OF BUNKUM ROAD, 20 FEET NORTHEAST OF THE CENTERLINE OF THE
 JC0166'ASPHALT PAVED ROAD SOUTHEAST, 45 FEET SOUTHEAST OF THE CENTER OF
 JC0166'THE JUNCTION, AND ABOUT LEVEL WITH BUNKUM ROAD.  NOTE-- THIS MARK
 JC0166'MAY ALSO BE REACHED FROM THE CROSSING OF THE BALTIMORE AND OHIO
 JC0166'RAILROAD AND STATE HIGHWAY 157 IN CASEYVILLE BY GOING 1.6 MILES
 JC0166'SOUTHWEST ALONG STATE HIGHWAY 157, THENCE 0.4 MILE WEST ALONG
 JC0166'BUNKUM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1911 ***********************************************************************
 LB1911  DESIGNATION -  B 25
 LB1911  PID         -  LB1911
 LB1911  STATE/COUNTY-  IL/IROQUOIS
 LB1911  USGS QUAD   -  CISSNA PARK (1986)
 LB1911
 LB1911                         *CURRENT SURVEY CONTROL
 LB1911  ___________________________________________________________________
 LB1911* NAD 83(1986)-  40 36 12.     (N)    087 52 57.     (W)     SCALED    
 LB1911* NAVD 88     -       201.105  (meters)     659.79   (feet)  ADJUSTED  
 LB1911  ___________________________________________________________________
 LB1911  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB1911  DYNAMIC HT  -         201.011 (meters)     659.48  (feet)  COMP
 LB1911  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 LB1911
 LB1911  VERT ORDER  -  SECOND    CLASS 0
 LB1911
 LB1911.The horizontal coordinates were scaled from a topographic map and have
 LB1911.an estimated accuracy of +/- 6 seconds.
 LB1911
 LB1911.The orthometric height was determined by differential leveling
 LB1911.and adjusted by the National Geodetic Survey in June 1991..
 LB1911
 LB1911.The geoid height was determined by GEOID03.
 LB1911
 LB1911.The dynamic height is computed by dividing the NAVD 88
 LB1911.geopotential number by the normal gravity value computed on the
 LB1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1911.degrees latitude (g = 980.6199 gals.).
 LB1911
 LB1911.The modeled gravity was interpolated from observed gravity values.
 LB1911
 LB1911;                    North         East    Units  Estimated Accuracy
 LB1911;SPC IL E     -   437,090.      338,160.      MT  (+/- 180 meters Scaled)
 LB1911
 LB1911                          SUPERSEDED SURVEY CONTROL
 LB1911
 LB1911  NGVD 29 (??/??/92)  201.17   (m)          660.0    (f) COMPUTED    2 0
 LB1911
 LB1911.Superseded values are not recommended for survey control.
 LB1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1911.See file dsdata.txt to determine how the superseded data were derived.
 LB1911
 LB1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK253950(NAD 83)
 LB1911_MARKER: DB = BENCH MARK DISK
 LB1911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1911_SP_SET: BRIDGE
 LB1911_STAMPING: B 25 1935
 LB1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1911
 LB1911  HISTORY     - Date     Condition        Report By
 LB1911  HISTORY     - 1935     MONUMENTED       CGS
 LB1911  HISTORY     - 1954     GOOD             NGS
 LB1911  HISTORY     - 20020314 MARK NOT FOUND   INDIV
 LB1911
 LB1911                          STATION DESCRIPTION
 LB1911
 LB1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1911'3.3 MI N FROM CISSNA PARK.
 LB1911'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CITY
 LB1911'PARK AT CISSNA PARK, ABOUT 1.8 MILES SOUTH OF A CROSSROAD AND
 LB1911'A CHURCH, IN THE TOP AND 2 FEET NORTHWEST OF SOUTHEAST END OF
 LB1911'NORTHWEST WING WALL OF A 120-FOOT CONCRETE BRIDGE OVER MUD CREEK,
 LB1911'14 FEET WEST OF CENTER LINE OF HIGHWAY, 2 FEET WEST OF CONCRETE
 LB1911'BANISTER AND ABOUT LEVEL WITH HIGHWAY.
 LB1911
 LB1911                          STATION RECOVERY (2002)
 LB1911
 LB1911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KJS)
 LB1911'MARK NOT FOUND. NEW BRIDGE AT LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1912 ***********************************************************************
 LB1912  DESIGNATION -  B 25 RESET
 LB1912  PID         -  LB1912
 LB1912  STATE/COUNTY-  IL/IROQUOIS
 LB1912  USGS QUAD   -  CISSNA PARK (1986)
 LB1912
 LB1912                         *CURRENT SURVEY CONTROL
 LB1912  ___________________________________________________________________
 LB1912* NAD 83(1986)-  40 36 12.     (N)    087 52 57.     (W)     SCALED    
 LB1912* NAVD 88     -       201.46   (+/-2cm)     661.0    (feet)  VERTCON   
 LB1912  ___________________________________________________________________
 LB1912  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB1912
 LB1912  VERT ORDER  -  THIRD (See Below)
 LB1912
 LB1912.The horizontal coordinates were scaled from a topographic map and have
 LB1912.an estimated accuracy of +/- 6 seconds.
 LB1912
 LB1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB1912.The vertical order pertains to the NGVD 29 superseded value.
 LB1912
 LB1912.The geoid height was determined by GEOID03.
 LB1912
 LB1912;                    North         East    Units  Estimated Accuracy
 LB1912;SPC IL E     -   437,090.      338,160.      MT  (+/- 180 meters Scaled)
 LB1912
 LB1912                          SUPERSEDED SURVEY CONTROL
 LB1912
 LB1912  NGVD 29 (??/??/??)  201.53   (m)          661.2    (f) RESET       3  
 LB1912
 LB1912.Superseded values are not recommended for survey control.
 LB1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1912.See file dsdata.txt to determine how the superseded data were derived.
 LB1912
 LB1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK253950(NAD 83)
 LB1912_MARKER: DB = BENCH MARK DISK
 LB1912_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LB1912_SP_SET: BRIDGE WINGWALL
 LB1912_STAMPING: B 25 RESET 1959
 LB1912_MARK LOGO: CGS   
 LB1912_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1912+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1993
 LB1912
 LB1912  HISTORY     - Date     Condition        Report By
 LB1912  HISTORY     - 1959     MONUMENTED       ILDPW
 LB1912  HISTORY     - 19930413 GOOD             NGS
 LB1912
 LB1912                          STATION DESCRIPTION
 LB1912
 LB1912'DESCRIBED BY ILLINOIS DEPARTMENT OF PUBLIC WORKS 1959
 LB1912'3.2 MI N FROM CISSNA PARK.
 LB1912'THE MARK IS LOCATED ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY
 LB1912'49 FROM THE CITY PARK IN CISSNA PARK, AT A BRIDGE OVER MUD
 LB1912'CREEK, 19 FEET EAST OF THE CENTERLINE OF THE HIGHWAY IN THE
 LB1912'TOP OF THE SOUTHEAST CONCRETE WING WALL, AND ABOUT LEVEL WITH
 LB1912'THE HIGHWAY.
 LB1912
 LB1912                          STATION RECOVERY (1993)
 LB1912
 LB1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LB1912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2734 ***********************************************************************
 LB2734  DESIGNATION -  B 25 RESET
 LB2734  PID         -  LB2734
 LB2734  STATE/COUNTY-  IL/IROQUOIS
 LB2734  USGS QUAD   -  CISSNA PARK (1986)
 LB2734
 LB2734                         *CURRENT SURVEY CONTROL
 LB2734  ___________________________________________________________________
 LB2734* NAD 83(1986)-  40 36 06.     (N)    087 52 57.     (W)     SCALED    
 LB2734* NAVD 88     -       201.09   (+/-2cm)     659.7    (feet)  VERTCON   
 LB2734  ___________________________________________________________________
 LB2734  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB2734
 LB2734  VERT ORDER  -  THIRD (See Below)
 LB2734
 LB2734.The horizontal coordinates were scaled from a topographic map and have
 LB2734.an estimated accuracy of +/- 6 seconds.
 LB2734
 LB2734.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2734.The vertical order pertains to the NGVD 29 superseded value.
 LB2734
 LB2734.The geoid height was determined by GEOID03.
 LB2734
 LB2734;                    North         East    Units  Estimated Accuracy
 LB2734;SPC IL E     -   436,910.      338,160.      MT  (+/- 180 meters Scaled)
 LB2734
 LB2734                          SUPERSEDED SURVEY CONTROL
 LB2734
 LB2734  NGVD 29 (03/28/06)  201.16   (m)          660.0    (f) RESET       3  
 LB2734
 LB2734.Superseded values are not recommended for survey control.
 LB2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2734.See file dsdata.txt to determine how the superseded data were derived.
 LB2734
 LB2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK253949(NAD 83)
 LB2734_MARKER: DV = VERTICAL CONTROL DISK
 LB2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2734_SP_SET: CONCRETE POST
 LB2734_STAMPING: B 25 RESET 1993
 LB2734_MARK LOGO: NGS   
 LB2734_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2734+STABILITY: SURFACE MOTION
 LB2734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2734+SATELLITE: SATELLITE OBSERVATIONS - 1993
 LB2734
 LB2734  HISTORY     - Date     Condition        Report By
 LB2734  HISTORY     - 1993     MONUMENTED       NGS
 LB2734
 LB2734                          STATION DESCRIPTION
 LB2734
 LB2734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 LB2734'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTH ALONG STATE ROUTE 49
 LB2734'FROM THE CITY PARK IN CISSNA PARK, APPROXIMATELY 0.1 MI (0.2 KM)
 LB2734'SOUTH OF THE SOUTH BANK OF MUD CREEK, 17.0 M (55.8 FT) EAST OF THE
 LB2734'CENTERLINE OF ROUTE 49, 31.3 M (102.7 FT) SOUTHEAST OF THE
 LB2734'INTERSECTION OF THE CENTERLINES OF ROUTE 49 AND COUNTY ROAD 800N
 LB2734'(PARK PLACE), 5.0 M (16.4 FT) NORTH OF THE APPROXIMATE CENTERLINE OF
 LB2734'A FIELD ENTRANCE WITH A WIRE GATE, 3.1 M (10.2 FT) NORTH-NORTHWEST OF
 LB2734'A 0.2 M (0.7 FT) GATE POST AT THE NORTH END OF WIRE GATE, 1.2 M
 LB2734'(3.9 FT) WEST OF A WIRE FENCE, 0.9 M (3.0 FT) WEST OF A FIBERGLASS
 LB2734'WITNESS POST, SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE
 LB2734'MONUMENT WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1282 ***********************************************************************
 JB1282  DESIGNATION -  B 250
 JB1282  PID         -  JB1282
 JB1282  STATE/COUNTY-  IL/WASHINGTON
 JB1282  USGS QUAD   -  OKAWVILLE (1981)
 JB1282
 JB1282                         *CURRENT SURVEY CONTROL
 JB1282  ___________________________________________________________________
 JB1282* NAD 83(1986)-  38 27 45.     (N)    089 33 43.     (W)     SCALED    
 JB1282* NAVD 88     -       124.055  (meters)     407.00   (feet)  ADJUSTED  
 JB1282  ___________________________________________________________________
 JB1282  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 JB1282  DYNAMIC HT  -         123.977 (meters)     406.75  (feet)  COMP
 JB1282  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 JB1282
 JB1282  VERT ORDER  -  SECOND    CLASS 0
 JB1282
 JB1282.The horizontal coordinates were scaled from a topographic map and have
 JB1282.an estimated accuracy of +/- 6 seconds.
 JB1282
 JB1282.The orthometric height was determined by differential leveling
 JB1282.and adjusted by the National Geodetic Survey in June 1991..
 JB1282
 JB1282.The geoid height was determined by GEOID03.
 JB1282
 JB1282.The dynamic height is computed by dividing the NAVD 88
 JB1282.geopotential number by the normal gravity value computed on the
 JB1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1282.degrees latitude (g = 980.6199 gals.).
 JB1282
 JB1282.The modeled gravity was interpolated from observed gravity values.
 JB1282
 JB1282;                    North         East    Units  Estimated Accuracy
 JB1282;SPC IL W     -   199,480.      752,780.      MT  (+/- 180 meters Scaled)
 JB1282
 JB1282                          SUPERSEDED SURVEY CONTROL
 JB1282
 JB1282  NGVD 29 (??/??/92)  124.176  (m)          407.40   (f) ADJ UNCH    2 0
 JB1282
 JB1282.Superseded values are not recommended for survey control.
 JB1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1282.See file dsdata.txt to determine how the superseded data were derived.
 JB1282
 JB1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH764602(NAD 83)
 JB1282_MARKER: DB = BENCH MARK DISK
 JB1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1282_STAMPING: B 250 1961
 JB1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1282+STABILITY: SURFACE MOTION
 JB1282
 JB1282  HISTORY     - Date     Condition        Report By
 JB1282  HISTORY     - 1961     MONUMENTED       CGS
 JB1282
 JB1282                          STATION DESCRIPTION
 JB1282
 JB1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1282'3 MI NW FROM OKAWVILLE.
 JB1282'ABOUT 0.10 MILES NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1282'IN OKAWVILLE, THENCE 0.2 MILES EAST ALONG STATE HIGHWAY 177,
 JB1282'THENCE 1.85 MILES NORTH ALONG AN ASPHALT PAVED ROAD, THENCE 0.9
 JB1282'MILES WEST ALONG AN OILED ROAD, ABOUT 0.15 MILES EAST OF A DRIVE
 JB1282'SOUTH TO A FARM HOUSE, 18 FEET SOUTH OF THE CENTER LINE OF THE
 JB1282'ROAD, 1 FOOT NORTH OF THE FENCE, 3 FEET EAST OF THE FENCE CORNER,
 JB1282'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 0.5 FEET BELOW THE
 JB1282'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB1282'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1500 ***********************************************************************
 JB1500  DESIGNATION -  B 251
 JB1500  PID         -  JB1500
 JB1500  STATE/COUNTY-  IL/CLINTON
 JB1500  USGS QUAD   -  BREESE (1981)
 JB1500
 JB1500                         *CURRENT SURVEY CONTROL
 JB1500  ___________________________________________________________________
 JB1500* NAD 83(1986)-  38 32 05.     (N)    089 36 45.     (W)     SCALED    
 JB1500* NAVD 88     -       127.448  (meters)     418.14   (feet)  ADJUSTED  
 JB1500  ___________________________________________________________________
 JB1500  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JB1500  DYNAMIC HT  -         127.368 (meters)     417.87  (feet)  COMP
 JB1500  MODELED GRAV-     979,998.0   (mgal)                       NAVD 88
 JB1500
 JB1500  VERT ORDER  -  SECOND    CLASS 0
 JB1500
 JB1500.The horizontal coordinates were scaled from a topographic map and have
 JB1500.an estimated accuracy of +/- 6 seconds.
 JB1500
 JB1500.The orthometric height was determined by differential leveling
 JB1500.and adjusted by the National Geodetic Survey in June 1991..
 JB1500
 JB1500.The geoid height was determined by GEOID03.
 JB1500
 JB1500.The dynamic height is computed by dividing the NAVD 88
 JB1500.geopotential number by the normal gravity value computed on the
 JB1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1500.degrees latitude (g = 980.6199 gals.).
 JB1500
 JB1500.The modeled gravity was interpolated from observed gravity values.
 JB1500
 JB1500;                    North         East    Units  Estimated Accuracy
 JB1500;SPC IL W     -   207,470.      748,320.      MT  (+/- 180 meters Scaled)
 JB1500
 JB1500                          SUPERSEDED SURVEY CONTROL
 JB1500
 JB1500  NGVD 29 (??/??/92)  127.568  (m)          418.53   (f) ADJ UNCH    2 0
 JB1500
 JB1500.Superseded values are not recommended for survey control.
 JB1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1500.See file dsdata.txt to determine how the superseded data were derived.
 JB1500
 JB1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH722683(NAD 83)
 JB1500_MARKER: DB = BENCH MARK DISK
 JB1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1500_STAMPING: B 251 1961
 JB1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1500+STABILITY: SURFACE MOTION
 JB1500
 JB1500  HISTORY     - Date     Condition        Report By
 JB1500  HISTORY     - 1961     MONUMENTED       CGS
 JB1500
 JB1500                          STATION DESCRIPTION
 JB1500
 JB1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1500'0.6 MI S FROM ALBERS.
 JB1500'ABOUT 0.55 MILE SOUTH ALONG A CONCRETE AND ASPHALT PAVED ROAD FROM
 JB1500'THE POST OFFICE IN ALBERS, ABOUT 0.2 MILE SOUTH OF A BRIDGE OVER
 JB1500'A SMALL STREAM, NEAR A FIELD ROAD LEADING WEST, AND AT A FENCE
 JB1500'CORNER WEST OF THE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 JB1500'ROAD, 69 FEET SOUTH OF THE CENTER LINE OF THE FIELD ROAD, 2 FEET
 JB1500'EAST OF A FENCE, 2.5 FEET NORTHEAST OF THE FENCE CORNER, 2.0 FEET
 JB1500'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 JB1500'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JB1500'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1202 ***********************************************************************
 JB1202  DESIGNATION -  B 252
 JB1202  PID         -  JB1202
 JB1202  STATE/COUNTY-  IL/JEFFERSON
 JB1202  USGS QUAD   -  WOODLAWN (1974)
 JB1202
 JB1202                         *CURRENT SURVEY CONTROL
 JB1202  ___________________________________________________________________
 JB1202* NAD 83(1986)-  38 18 52.     (N)    089 03 19.     (W)     SCALED    
 JB1202* NAVD 88     -       147.323  (meters)     483.34   (feet)  ADJUSTED  
 JB1202  ___________________________________________________________________
 JB1202  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1202  DYNAMIC HT  -         147.229 (meters)     483.03  (feet)  COMP
 JB1202  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 JB1202
 JB1202  VERT ORDER  -  SECOND    CLASS 0
 JB1202
 JB1202.The horizontal coordinates were scaled from a topographic map and have
 JB1202.an estimated accuracy of +/- 6 seconds.
 JB1202
 JB1202.The orthometric height was determined by differential leveling
 JB1202.and adjusted by the National Geodetic Survey in June 1991..
 JB1202
 JB1202.The geoid height was determined by GEOID03.
 JB1202
 JB1202.The dynamic height is computed by dividing the NAVD 88
 JB1202.geopotential number by the normal gravity value computed on the
 JB1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1202.degrees latitude (g = 980.6199 gals.).
 JB1202
 JB1202.The modeled gravity was interpolated from observed gravity values.
 JB1202
 JB1202;                    North         East    Units  Estimated Accuracy
 JB1202;SPC IL E     -   183,120.      236,860.      MT  (+/- 180 meters Scaled)
 JB1202
 JB1202                          SUPERSEDED SURVEY CONTROL
 JB1202
 JB1202  NGVD 29 (??/??/92)  147.430  (m)          483.69   (f) ADJ UNCH    2 0
 JB1202
 JB1202.Superseded values are not recommended for survey control.
 JB1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1202.See file dsdata.txt to determine how the superseded data were derived.
 JB1202
 JB1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH203427(NAD 83)
 JB1202_MARKER: DB = BENCH MARK DISK
 JB1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1202_STAMPING: B 252 1961
 JB1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1202+STABILITY: SURFACE MOTION
 JB1202
 JB1202  HISTORY     - Date     Condition        Report By
 JB1202  HISTORY     - 1961     MONUMENTED       CGS
 JB1202
 JB1202                          STATION DESCRIPTION
 JB1202
 JB1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1202'2.8 MI SW FROM WOODLAWN.
 JB1202'ABOUT 0.15 MILE NORTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1202'SCHOOL IN WOODLAWN, THENCE 1.5 MILES WEST ALONG AN OILED ROAD,
 JB1202'THENCE 0.75 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST
 JB1202'ALONG A DIRT ROAD, AT A POWER LINE CROSSING, 18.5 FEET NORTH OF
 JB1202'THE CENTER OF THE ROAD, 2 FEET SOUTH OF A FENCE, 4 FEET EAST OF
 JB1202'POWER POLE B 18-14, 240 FEET EAST OF THE EXTENDED CENTER OF A
 JB1202'DRIVE SOUTH TO OIL STORAGE TANKS, 2.4 FEET WEST OF A METAL
 JB1202'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JB1202'CONCRETE POST PROJECTING 1 INCH.  NOTE-- THIS MARK MAY ALSO BE
 JB1202'REACHED FROM THE GRADE SCHOOL IN WOODLAWN BY GOING 0.75 MILE
 JB1202'SOUTH ALONG AN ASPHALT ROAD, THENCE 0.15 MILE WEST ALONG A
 JB1202'GRAVEL ROAD, THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 JB1202'1.05 MILES WEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0504 ***********************************************************************
 JB0504  DESIGNATION -  B 253
 JB0504  PID         -  JB0504
 JB0504  STATE/COUNTY-  IL/WAYNE
 JB0504  USGS QUAD   -  BLUFORD (1973)
 JB0504
 JB0504                         *CURRENT SURVEY CONTROL
 JB0504  ___________________________________________________________________
 JB0504* NAD 83(1986)-  38 16 15.     (N)    088 39 03.     (W)     SCALED    
 JB0504* NAVD 88     -       128.775  (meters)     422.49   (feet)  ADJUSTED  
 JB0504  ___________________________________________________________________
 JB0504  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 JB0504  DYNAMIC HT  -         128.692 (meters)     422.22  (feet)  COMP
 JB0504  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 JB0504
 JB0504  VERT ORDER  -  SECOND    CLASS 0
 JB0504
 JB0504.The horizontal coordinates were scaled from a topographic map and have
 JB0504.an estimated accuracy of +/- 6 seconds.
 JB0504
 JB0504.The orthometric height was determined by differential leveling
 JB0504.and adjusted by the National Geodetic Survey in June 1991..
 JB0504
 JB0504.The geoid height was determined by GEOID03.
 JB0504
 JB0504.The dynamic height is computed by dividing the NAVD 88
 JB0504.geopotential number by the normal gravity value computed on the
 JB0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0504.degrees latitude (g = 980.6199 gals.).
 JB0504
 JB0504.The modeled gravity was interpolated from observed gravity values.
 JB0504
 JB0504;                    North         East    Units  Estimated Accuracy
 JB0504;SPC IL E     -   178,080.      272,220.      MT  (+/- 180 meters Scaled)
 JB0504
 JB0504                          SUPERSEDED SURVEY CONTROL
 JB0504
 JB0504  NGVD 29 (??/??/92)  128.898  (m)          422.89   (f) ADJ UNCH    2 0
 JB0504
 JB0504.Superseded values are not recommended for survey control.
 JB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0504.See file dsdata.txt to determine how the superseded data were derived.
 JB0504
 JB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH555371(NAD 83)
 JB0504_MARKER: DB = BENCH MARK DISK
 JB0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0504_SP_SET: CULVERT
 JB0504_STAMPING: B 253 1961
 JB0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0504
 JB0504  HISTORY     - Date     Condition        Report By
 JB0504  HISTORY     - 1961     MONUMENTED       CGS
 JB0504
 JB0504                          STATION DESCRIPTION
 JB0504
 JB0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0504'6.8 MI NE FROM DAHLGREN.
 JB0504'ABOUT 5.4 MILES NORTH AND NORTHEAST ALONG AN OILED AND GRAVELED
 JB0504'ROAD FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 JB0504'DAHLGREN, THENCE 1.35 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.10
 JB0504'MILE WEST OF THE JUNCTION OF A GRAVEL ROAD NORTH, SET IN TOP OF
 JB0504'THE WEST END OF THE NORTH HEADWALL OF A 12 FOOT CONCRETE BOX
 JB0504'CULVERT, 15 FEET NORTH OF THE CENTER OF THE ROAD, AND ABOUT 0.5
 JB0504'FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0247 ***********************************************************************
 JB0247  DESIGNATION -  B 254
 JB0247  PID         -  JB0247
 JB0247  STATE/COUNTY-  IL/WAYNE
 JB0247  USGS QUAD   -  GOLDEN GATE (1971)
 JB0247
 JB0247                         *CURRENT SURVEY CONTROL
 JB0247  ___________________________________________________________________
 JB0247* NAD 83(1986)-  38 15 43.     (N)    088 14 00.     (W)     SCALED    
 JB0247* NAVD 88     -       133.829  (meters)     439.07   (feet)  ADJUSTED  
 JB0247  ___________________________________________________________________
 JB0247  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB0247  DYNAMIC HT  -         133.743 (meters)     438.79  (feet)  COMP
 JB0247  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JB0247
 JB0247  VERT ORDER  -  SECOND    CLASS 0
 JB0247
 JB0247.The horizontal coordinates were scaled from a topographic map and have
 JB0247.an estimated accuracy of +/- 6 seconds.
 JB0247
 JB0247.The orthometric height was determined by differential leveling
 JB0247.and adjusted by the National Geodetic Survey in June 1991..
 JB0247
 JB0247.The geoid height was determined by GEOID03.
 JB0247
 JB0247.The dynamic height is computed by dividing the NAVD 88
 JB0247.geopotential number by the normal gravity value computed on the
 JB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0247.degrees latitude (g = 980.6199 gals.).
 JB0247
 JB0247.The modeled gravity was interpolated from observed gravity values.
 JB0247
 JB0247;                    North         East    Units  Estimated Accuracy
 JB0247;SPC IL E     -   177,050.      308,750.      MT  (+/- 180 meters Scaled)
 JB0247
 JB0247                          SUPERSEDED SURVEY CONTROL
 JB0247
 JB0247  NGVD 29 (??/??/92)  133.952  (m)          439.47   (f) ADJ UNCH    2 0
 JB0247
 JB0247.Superseded values are not recommended for survey control.
 JB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0247.See file dsdata.txt to determine how the superseded data were derived.
 JB0247
 JB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH921355(NAD 83)
 JB0247_MARKER: DB = BENCH MARK DISK
 JB0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0247_STAMPING: B 254 1961
 JB0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0247+STABILITY: SURFACE MOTION
 JB0247
 JB0247  HISTORY     - Date     Condition        Report By
 JB0247  HISTORY     - 1961     MONUMENTED       CGS
 JB0247
 JB0247                          STATION DESCRIPTION
 JB0247
 JB0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0247'2.4 MI NE FROM BURNT PRAIRIE.
 JB0247'ABOUT 1.5 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0247'BURNT PRAIRIE, THENCE 0.5 NORTH ON GRAVELED ROAD, THENCE 0.1 MILE
 JB0247'WEST ON GRAVELED ROAD, THENCE 0.3 MILE NORTH ON GRAVELED ROAD,
 JB0247'THENCE ABOUT 0.05 MILE NORTH OF HOUSE EAST OF ROAD, 21.5 FEET
 JB0247'WEST OF CENTER OF ROAD, 3 FEET NORTH OF A POWER POLE (1ST. POLE
 JB0247'WEST OF POLE WITH TRANSFORMER), 1.6 FEET SOUTHEAST OF A WITNESS
 JB0247'POST, 1 FOOT EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND
 JB0247'SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0726 ***********************************************************************
 KC0726  DESIGNATION -  B 255 RESET
 KC0726  PID         -  KC0726
 KC0726  STATE/COUNTY-  IL/MORGAN
 KC0726  USGS QUAD   -  MEREDOSIA (1980)
 KC0726
 KC0726                         *CURRENT SURVEY CONTROL
 KC0726  ___________________________________________________________________
 KC0726* NAD 83(1986)-  39 47 45.     (N)    090 31 04.     (W)     SCALED    
 KC0726* NAVD 88     -       145.69   (meters)     478.0    (feet)  RESET     
 KC0726  ___________________________________________________________________
 KC0726  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KC0726
 KC0726  VERT ORDER  -  THIRD
 KC0726
 KC0726.The horizontal coordinates were scaled from a topographic map and have
 KC0726.an estimated accuracy of +/- 6 seconds.
 KC0726
 KC0726.The orthometric height was computed from unverified reset data.
 KC0726.No vertical observational check was made to the station.
 KC0726
 KC0726.The geoid height was determined by GEOID03.
 KC0726
 KC0726;                    North         East    Units  Estimated Accuracy
 KC0726;SPC IL W     -   347,380.      669,930.      MT  (+/- 180 meters Scaled)
 KC0726
 KC0726                          SUPERSEDED SURVEY CONTROL
 KC0726
 KC0726  NGVD 29 (03/28/06)  145.80   (m)          478.3    (f) RESET       3  
 KC0726
 KC0726.Superseded values are not recommended for survey control.
 KC0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0726.See file dsdata.txt to determine how the superseded data were derived.
 KC0726
 KC0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE125080(NAD 83)
 KC0726_MARKER: DV = VERTICAL CONTROL DISK
 KC0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0726_SP_SET: CONCRETE POST
 KC0726_STAMPING: B 255 RESET 1992
 KC0726_MARK LOGO: NGS   
 KC0726_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0726+STABILITY: SURFACE MOTION
 KC0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0726+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KC0726
 KC0726  HISTORY     - Date     Condition        Report By
 KC0726  HISTORY     - 1992     MONUMENTED       NGS
 KC0726
 KC0726                          STATION DESCRIPTION
 KC0726
 KC0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KC0726'ABOUT 3.5 MI (5.6 KM) NORTH ALONG ILLINOIS ROUTE 100 FROM THE CROSSING
 KC0726'OF THE WABASH RAILROAD AT BLUFFS, 0.4 MI (0.6 KM) NORTH OF THE
 KC0726'MORGAN-SCOTT COUNTY LINE, JUST SOUTH OF A BRIDGE OVER SPRING RUN,
 KC0726'16.8 M (55.1 FT) EAST OF THE CENTERLINE OF ROUTE 100, 16.2 M
 KC0726'(53.1 FT) SOUTH OF A WIRE  FENCE CORNER (BEND), 0.5 M (1.6 FT) WEST
 KC0726'OF A WIRE FENCE, 0.4 M (1.3 FT) WEST OF A FIBERGLASS WITNESS POST,
 KC0726'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE
 KC0726'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0808 ***********************************************************************
 JB0808  DESIGNATION -  B 256
 JB0808  PID         -  JB0808
 JB0808  STATE/COUNTY-  IL/MARION
 JB0808  USGS QUAD   -  PATOKA (1981)
 JB0808
 JB0808                         *CURRENT SURVEY CONTROL
 JB0808  ___________________________________________________________________
 JB0808* NAD 83(1986)-  38 45 15.     (N)    089 05 47.     (W)     SCALED    
 JB0808* NAVD 88     -       154.680  (meters)     507.48   (feet)  ADJUSTED  
 JB0808  ___________________________________________________________________
 JB0808  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0808  DYNAMIC HT  -         154.583 (meters)     507.16  (feet)  COMP
 JB0808  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 JB0808
 JB0808  VERT ORDER  -  FIRST     CLASS I
 JB0808
 JB0808.The horizontal coordinates were scaled from a topographic map and have
 JB0808.an estimated accuracy of +/- 6 seconds.
 JB0808
 JB0808.The orthometric height was determined by differential leveling
 JB0808.and adjusted by the National Geodetic Survey in June 1991..
 JB0808
 JB0808.The geoid height was determined by GEOID03.
 JB0808
 JB0808.The dynamic height is computed by dividing the NAVD 88
 JB0808.geopotential number by the normal gravity value computed on the
 JB0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0808.degrees latitude (g = 980.6199 gals.).
 JB0808
 JB0808.The modeled gravity was interpolated from observed gravity values.
 JB0808
 JB0808;                    North         East    Units  Estimated Accuracy
 JB0808;SPC IL E     -   231,960.      233,670.      MT  (+/- 180 meters Scaled)
 JB0808
 JB0808                          SUPERSEDED SURVEY CONTROL
 JB0808
 JB0808  NGVD 29 (??/??/92)  154.805  (m)          507.89   (f) ADJ UNCH    1 1
 JB0808
 JB0808.Superseded values are not recommended for survey control.
 JB0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0808.See file dsdata.txt to determine how the superseded data were derived.
 JB0808
 JB0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH178915(NAD 83)
 JB0808_MARKER: DB = BENCH MARK DISK
 JB0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0808_SP_SET: BUILDING
 JB0808_STAMPING: B 256 1961
 JB0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0808
 JB0808  HISTORY     - Date     Condition        Report By
 JB0808  HISTORY     - 1961     MONUMENTED       CGS
 JB0808  HISTORY     - 1969     GOOD             NGS
 JB0808
 JB0808                          STATION DESCRIPTION
 JB0808
 JB0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0808'AT PATOKA.
 JB0808'AT PATOKA, SET VERTICALLY IN THE NORTH BRICK FACE OF THE POST
 JB0808'OFFICE BUILDING, 2.0 FEET WEST OF THE NORTHWEST CORNER OF THE
 JB0808'BUILDING, 152 FEET WEST AND ACROSS A NORTH-SOUTH STREET FROM THE
 JB0808'WEST RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL RAILROAD, 39
 JB0808'FEET WEST OF THE CENTER LINE OF THE STREET, AND ABOUT 1 1/2
 JB0808'FEET ABOVE THE LEVEL OF THE GROUND.  SEC 28, T 4 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0757 ***********************************************************************
 JB0757  DESIGNATION -  B 257
 JB0757  PID         -  JB0757
 JB0757  STATE/COUNTY-  IL/FAYETTE
 JB0757  USGS QUAD   -  VANDALIA (1974)
 JB0757
 JB0757                         *CURRENT SURVEY CONTROL
 JB0757  ___________________________________________________________________
 JB0757* NAD 83(1986)-  38 59 54.     (N)    089 06 21.     (W)     SCALED    
 JB0757* NAVD 88     -       146.442  (meters)     480.45   (feet)  ADJUSTED  
 JB0757  ___________________________________________________________________
 JB0757  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JB0757  DYNAMIC HT  -         146.353 (meters)     480.16  (feet)  COMP
 JB0757  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JB0757
 JB0757  VERT ORDER  -  FIRST     CLASS I
 JB0757
 JB0757.The horizontal coordinates were scaled from a topographic map and have
 JB0757.an estimated accuracy of +/- 6 seconds.
 JB0757
 JB0757.The orthometric height was determined by differential leveling
 JB0757.and adjusted by the National Geodetic Survey in June 1991..
 JB0757
 JB0757.The geoid height was determined by GEOID03.
 JB0757
 JB0757.The dynamic height is computed by dividing the NAVD 88
 JB0757.geopotential number by the normal gravity value computed on the
 JB0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0757.degrees latitude (g = 980.6199 gals.).
 JB0757
 JB0757.The modeled gravity was interpolated from observed gravity values.
 JB0757
 JB0757;                    North         East    Units  Estimated Accuracy
 JB0757;SPC IL E     -   259,080.      233,080.      MT  (+/- 180 meters Scaled)
 JB0757
 JB0757                          SUPERSEDED SURVEY CONTROL
 JB0757
 JB0757  NGVD 29 (??/??/92)  146.557  (m)          480.83   (f) ADJ UNCH    1 1
 JB0757
 JB0757.Superseded values are not recommended for survey control.
 JB0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0757.See file dsdata.txt to determine how the superseded data were derived.
 JB0757
 JB0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ176187(NAD 83)
 JB0757_MARKER: DB = BENCH MARK DISK
 JB0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0757_STAMPING: B 257 1961
 JB0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0757+STABILITY: SURFACE MOTION
 JB0757
 JB0757  HISTORY     - Date     Condition        Report By
 JB0757  HISTORY     - 1961     MONUMENTED       CGS
 JB0757  HISTORY     - 1969     GOOD             NGS
 JB0757  HISTORY     - 1976     GOOD             NGS
 JB0757
 JB0757                          STATION DESCRIPTION
 JB0757
 JB0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0757'2.6 MI N FROM VANDALIA.
 JB0757'ABOUT 2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0757'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 JB0757'VANDALIA, 0.45 MILE NORTH OF MILEPOST 693, 8 RAILS NORTH OF
 JB0757'THE SOUTH END OF A SIDETRACK WHICH LEADS NORTHEAST, 96 1/2 FEET
 JB0757'EAST AND ACROSS THE SIDETRACK FROM THE EAST RAIL OF THE MAIN
 JB0757'TRACK, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SIDETRACK,
 JB0757'59 FEET SOUTH OF THE CENTER LINE OF A ROAD WHICH CROSSES THE
 JB0757'TRACK, 27 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET
 JB0757'WEST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 JB0757'LEVEL WITH THE ROAD, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK,
 JB0757'AND SET IN THE TOP OF A CONCRETE POST WHICH IS 2 INCHES BELOW
 JB0757'THE SURFACE OF THE GROUND.  SEC 5, T6N, R1E.
 JB0757
 JB0757                          STATION RECOVERY (1976)
 JB0757
 JB0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0214 ***********************************************************************
 LD0214  DESIGNATION -  B 258
 LD0214  PID         -  LD0214
 LD0214  STATE/COUNTY-  IL/CASS
 LD0214  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0214
 LD0214                         *CURRENT SURVEY CONTROL
 LD0214  ___________________________________________________________________
 LD0214* NAD 83(1986)-  40 03 47.     (N)    090 09 06.     (W)     SCALED    
 LD0214* NAVD 88     -       141.598  (meters)     464.56   (feet)  ADJUSTED  
 LD0214  ___________________________________________________________________
 LD0214  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LD0214  DYNAMIC HT  -         141.526 (meters)     464.32  (feet)  COMP
 LD0214  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 LD0214
 LD0214  VERT ORDER  -  FIRST     CLASS II
 LD0214
 LD0214.The horizontal coordinates were scaled from a topographic map and have
 LD0214.an estimated accuracy of +/- 6 seconds.
 LD0214
 LD0214.The orthometric height was determined by differential leveling
 LD0214.and adjusted by the National Geodetic Survey in June 1991..
 LD0214
 LD0214.The geoid height was determined by GEOID03.
 LD0214
 LD0214.The dynamic height is computed by dividing the NAVD 88
 LD0214.geopotential number by the normal gravity value computed on the
 LD0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0214.degrees latitude (g = 980.6199 gals.).
 LD0214
 LD0214.The modeled gravity was interpolated from observed gravity values.
 LD0214
 LD0214;                    North         East    Units  Estimated Accuracy
 LD0214;SPC IL W     -   376,990.      701,280.      MT  (+/- 180 meters Scaled)
 LD0214
 LD0214                          SUPERSEDED SURVEY CONTROL
 LD0214
 LD0214  NGVD 29 (??/??/92)  141.700  (m)          464.89   (f) ADJ UNCH    1 2
 LD0214
 LD0214.Superseded values are not recommended for survey control.
 LD0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0214.See file dsdata.txt to determine how the superseded data were derived.
 LD0214
 LD0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE429386(NAD 83)
 LD0214_MARKER: DB = BENCH MARK DISK
 LD0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0214_SP_SET: BRIDGE
 LD0214_STAMPING: B 258 1961
 LD0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0214
 LD0214  HISTORY     - Date     Condition        Report By
 LD0214  HISTORY     - 1961     MONUMENTED       CGS
 LD0214
 LD0214                          STATION DESCRIPTION
 LD0214
 LD0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0214'1 MI N FROM CHANDLERVILLE.
 LD0214'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 LD0214'LAKE STREET IN CHANDLERVILLE, ON TOP OF THE WEST END OF THE SOUTH
 LD0214'CONCRETE ABUTMENT OF THE LARGE BRIDGE OVER THE SANGAMON RIVER,
 LD0214'13 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 LD0214'WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0493 ***********************************************************************
 LC0493  DESIGNATION -  B 259
 LC0493  PID         -  LC0493
 LC0493  STATE/COUNTY-  IL/DE WITT
 LC0493  USGS QUAD   -  CLINTON (1979)
 LC0493
 LC0493                         *CURRENT SURVEY CONTROL
 LC0493  ___________________________________________________________________
 LC0493* NAD 83(1986)-  40 09 38.     (N)    088 57 22.     (W)     SCALED    
 LC0493* NAVD 88     -       223.056  (meters)     731.81   (feet)  ADJUSTED  
 LC0493  ___________________________________________________________________
 LC0493  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC0493  DYNAMIC HT  -         222.943 (meters)     731.44  (feet)  COMP
 LC0493  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 LC0493
 LC0493  VERT ORDER  -  FIRST     CLASS I
 LC0493
 LC0493.The horizontal coordinates were scaled from a topographic map and have
 LC0493.an estimated accuracy of +/- 6 seconds.
 LC0493
 LC0493.The orthometric height was determined by differential leveling
 LC0493.and adjusted by the National Geodetic Survey in June 1991..
 LC0493
 LC0493.The geoid height was determined by GEOID03.
 LC0493
 LC0493.The dynamic height is computed by dividing the NAVD 88
 LC0493.geopotential number by the normal gravity value computed on the
 LC0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0493.degrees latitude (g = 980.6199 gals.).
 LC0493
 LC0493.The modeled gravity was interpolated from observed gravity values.
 LC0493
 LC0493;                    North         East    Units  Estimated Accuracy
 LC0493;SPC IL E     -   388,010.      246,950.      MT  (+/- 180 meters Scaled)
 LC0493
 LC0493                          SUPERSEDED SURVEY CONTROL
 LC0493
 LC0493  NGVD 29 (??/??/92)  223.127  (m)          732.04   (f) ADJ UNCH    1 1
 LC0493
 LC0493.Superseded values are not recommended for survey control.
 LC0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0493.See file dsdata.txt to determine how the superseded data were derived.
 LC0493
 LC0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK334474(NAD 83)
 LC0493_MARKER: DB = BENCH MARK DISK
 LC0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0493_SP_SET: BRIDGE
 LC0493_STAMPING: B 259 1961
 LC0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0493
 LC0493  HISTORY     - Date     Condition        Report By
 LC0493  HISTORY     - 1961     MONUMENTED       CGS
 LC0493  HISTORY     - 1969     GOOD             NGS
 LC0493  HISTORY     - 1976     GOOD             NGS
 LC0493  HISTORY     - 20040927 GOOD             ILDT
 LC0493
 LC0493                          STATION DESCRIPTION
 LC0493
 LC0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0493'0.5 MI N FROM CLINTON.
 LC0493'ABOUT 0.5 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 LC0493'STATION AT CLINTON, 0.3 MILE SOUTH OF MILEPOST 774, 59 FEET WEST
 LC0493'OF THE WEST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE SOUTH
 LC0493'END OF THE WEST CONCRETE HEADWALL OF A RAILROAD OVERPASS FOR EAST
 LC0493'WOODLAWN STREET, 30 1/2 FEET SOUTH OF THE CENTER OF THE OVERPASS,
 LC0493'46 1/2 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY SET OF
 LC0493'TRACKS, 1.5 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND ABOUT
 LC0493'1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 27, T20N, R2E
 LC0493
 LC0493                          STATION RECOVERY (1976)
 LC0493
 LC0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0493'RECOVERED IN GOOD CONDITION.
 LC0493
 LC0493                          STATION RECOVERY (2004)
 LC0493
 LC0493'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1463 ***********************************************************************
 ME1463  DESIGNATION -  B 26
 ME1463  PID         -  ME1463
 ME1463  STATE/COUNTY-  IL/KANKAKEE
 ME1463  USGS QUAD   -  BOURBONNAIS (1978)
 ME1463
 ME1463                         *CURRENT SURVEY CONTROL
 ME1463  ___________________________________________________________________
 ME1463* NAD 83(1986)-  41 10 44.     (N)    087 52 31.     (W)     SCALED    
 ME1463* NAVD 88     -       211.523  (meters)     693.97   (feet)  ADJUSTED  
 ME1463  ___________________________________________________________________
 ME1463  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 ME1463  DYNAMIC HT  -         211.439 (meters)     693.70  (feet)  COMP
 ME1463  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 ME1463
 ME1463  VERT ORDER  -  SECOND    CLASS 0
 ME1463
 ME1463.The horizontal coordinates were scaled from a topographic map and have
 ME1463.an estimated accuracy of +/- 6 seconds.
 ME1463
 ME1463.The orthometric height was determined by differential leveling
 ME1463.and adjusted by the National Geodetic Survey in June 1991..
 ME1463
 ME1463.The geoid height was determined by GEOID03.
 ME1463
 ME1463.The dynamic height is computed by dividing the NAVD 88
 ME1463.geopotential number by the normal gravity value computed on the
 ME1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1463.degrees latitude (g = 980.6199 gals.).
 ME1463
 ME1463.The modeled gravity was interpolated from observed gravity values.
 ME1463
 ME1463;                    North         East    Units  Estimated Accuracy
 ME1463;SPC IL E     -   501,010.      338,430.      MT  (+/- 180 meters Scaled)
 ME1463
 ME1463                          SUPERSEDED SURVEY CONTROL
 ME1463
 ME1463  NGVD 29 (??/??/92)  211.611  (m)          694.26   (f) ADJ UNCH    2 0
 ME1463
 ME1463.Superseded values are not recommended for survey control.
 ME1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1463.See file dsdata.txt to determine how the superseded data were derived.
 ME1463
 ME1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL265589(NAD 83)
 ME1463_MARKER: DB = BENCH MARK DISK
 ME1463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1463_SP_SET: CULVERT
 ME1463_STAMPING: B 26 1934
 ME1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1463
 ME1463  HISTORY     - Date     Condition        Report By
 ME1463  HISTORY     - 1934     MONUMENTED       CGS
 ME1463  HISTORY     - 1954     GOOD             NGS
 ME1463  HISTORY     - 1967     MARK NOT FOUND   NGS
 ME1463  HISTORY     - 19880901 MARK NOT FOUND   USPSQD
 ME1463
 ME1463                          STATION DESCRIPTION
 ME1463
 ME1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1463'1.8 MI N FROM BOURBONNAIS.
 ME1463'ABOUT 1.8 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE CITY HALL
 ME1463'AT BOURBONNAIS, ABOUT 0.4 MILE SOUTH OF JUNCTION OF A ROAD
 ME1463'EAST, IN THE TOP AND 2.3 FEET NORTH OF SOUTH END OF EAST HEAD
 ME1463'WALL OF A 3-FOOT CONCRETE BOX CULVERT, 16 1/2 FEET EAST OF
 ME1463'CENTER LINE OF HIGHWAY AND ABOUT 1 1/2 FEET ABOVE LEVEL OF
 ME1463'HIGHWAY.
 ME1463
 ME1463                          STATION RECOVERY (1967)
 ME1463
 ME1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1463'MARK NOT FOUND.
 ME1463
 ME1463                          STATION RECOVERY (1988)
 ME1463
 ME1463'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0516 ***********************************************************************
 LC0516  DESIGNATION -  B 260
 LC0516  PID         -  LC0516
 LC0516  STATE/COUNTY-  IL/MACON
 LC0516  USGS QUAD   -  MAROA (1979)
 LC0516
 LC0516                         *CURRENT SURVEY CONTROL
 LC0516  ___________________________________________________________________
 LC0516* NAD 83(1986)-  40 01 21.     (N)    088 57 08.     (W)     SCALED    
 LC0516* NAVD 88     -       213.393  (meters)     700.11   (feet)  ADJUSTED  
 LC0516  ___________________________________________________________________
 LC0516  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0516  DYNAMIC HT  -         213.283 (meters)     699.75  (feet)  COMP
 LC0516  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 LC0516
 LC0516  VERT ORDER  -  FIRST     CLASS I
 LC0516
 LC0516.The horizontal coordinates were scaled from a topographic map and have
 LC0516.an estimated accuracy of +/- 6 seconds.
 LC0516
 LC0516.The orthometric height was determined by differential leveling
 LC0516.and adjusted by the National Geodetic Survey in June 1991..
 LC0516
 LC0516.The geoid height was determined by GEOID03.
 LC0516
 LC0516.The dynamic height is computed by dividing the NAVD 88
 LC0516.geopotential number by the normal gravity value computed on the
 LC0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0516.degrees latitude (g = 980.6199 gals.).
 LC0516
 LC0516.The modeled gravity was interpolated from observed gravity values.
 LC0516
 LC0516;                    North         East    Units  Estimated Accuracy
 LC0516;SPC IL E     -   372,680.      247,170.      MT  (+/- 180 meters Scaled)
 LC0516
 LC0516                          SUPERSEDED SURVEY CONTROL
 LC0516
 LC0516  NGVD 29 (??/??/92)  213.468  (m)          700.35   (f) ADJ UNCH    1 1
 LC0516
 LC0516.Superseded values are not recommended for survey control.
 LC0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0516.See file dsdata.txt to determine how the superseded data were derived.
 LC0516
 LC0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK334320(NAD 83)
 LC0516_MARKER: DB = BENCH MARK DISK
 LC0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0516_STAMPING: B 260 1961
 LC0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0516+STABILITY: SURFACE MOTION
 LC0516
 LC0516  HISTORY     - Date     Condition        Report By
 LC0516  HISTORY     - 1961     MONUMENTED       CGS
 LC0516  HISTORY     - 1969     GOOD             NGS
 LC0516  HISTORY     - 1976     GOOD             NGS
 LC0516
 LC0516                          STATION DESCRIPTION
 LC0516
 LC0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0516'1 MI S FROM MAROA.
 LC0516'ABOUT 0.95 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0516'THE STATION AT MAROA, 0.25 MILE NORTH OF MILEPOST 764, 111 FEET
 LC0516'SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 LC0516'GRAVELED ROAD, 96 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 LC0516'51 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 80 FEET NORTH
 LC0516'OF AN UNDERGROUND PIPE LINE MARKER, 33 FEET SOUTH OF A POWER POLE,
 LC0516'1 FOOT EAST OF A FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST,
 LC0516'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 LC0516'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF
 LC0516'THE GROUND.  SEC 14, T18N, R2E
 LC0516
 LC0516                          STATION RECOVERY (1976)
 LC0516
 LC0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0766 ***********************************************************************
 KB0766  DESIGNATION -  B 261
 KB0766  PID         -  KB0766
 KB0766  STATE/COUNTY-  IL/SHELBY
 KB0766  USGS QUAD   -  OCONEE (1982)
 KB0766
 KB0766                         *CURRENT SURVEY CONTROL
 KB0766  ___________________________________________________________________
 KB0766* NAD 83(1986)-  39 19 10.     (N)    089 06 05.     (W)     SCALED    
 KB0766* NAVD 88     -       197.303  (meters)     647.32   (feet)  ADJUSTED  
 KB0766  ___________________________________________________________________
 KB0766  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0766  DYNAMIC HT  -         197.182 (meters)     646.92  (feet)  COMP
 KB0766  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 KB0766
 KB0766  VERT ORDER  -  FIRST     CLASS I
 KB0766
 KB0766.The horizontal coordinates were scaled from a topographic map and have
 KB0766.an estimated accuracy of +/- 6 seconds.
 KB0766
 KB0766.The orthometric height was determined by differential leveling
 KB0766.and adjusted by the National Geodetic Survey in June 1991..
 KB0766
 KB0766.The geoid height was determined by GEOID03.
 KB0766
 KB0766.The dynamic height is computed by dividing the NAVD 88
 KB0766.geopotential number by the normal gravity value computed on the
 KB0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0766.degrees latitude (g = 980.6199 gals.).
 KB0766
 KB0766.The modeled gravity was interpolated from observed gravity values.
 KB0766
 KB0766;                    North         East    Units  Estimated Accuracy
 KB0766;SPC IL E     -   294,720.      233,770.      MT  (+/- 180 meters Scaled)
 KB0766
 KB0766                          SUPERSEDED SURVEY CONTROL
 KB0766
 KB0766  NGVD 29 (??/??/92)  197.381  (m)          647.57   (f) ADJ UNCH    1 1
 KB0766
 KB0766.Superseded values are not recommended for survey control.
 KB0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0766.See file dsdata.txt to determine how the superseded data were derived.
 KB0766
 KB0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ188543(NAD 83)
 KB0766_MARKER: DB = BENCH MARK DISK
 KB0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0766_SP_SET: BRIDGE
 KB0766_STAMPING: B 261 1961
 KB0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0766
 KB0766  HISTORY     - Date     Condition        Report By
 KB0766  HISTORY     - 1961     MONUMENTED       CGS
 KB0766  HISTORY     - 1969     GOOD             NGS
 KB0766  HISTORY     - 1975     GOOD             NGS
 KB0766
 KB0766                          STATION DESCRIPTION
 KB0766
 KB0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0766'5 MI S FROM PANA.
 KB0766'ABOUT 5.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0766'FROM THE RAILROAD SWITCH CONTROL TOWER AT PANA, 26 FEET WEST OF
 KB0766'THE WEST RAIL, SET IN THE TOP OF THE NORTH END OF THE WEST
 KB0766'CONCRETE HEADWALL OF A DOUBLE-ARCHED CONCRETE BRIDGE OVER OPOSSUM
 KB0766'CREEK AND A ROAD, 2 1/2 FEET SOUTH OF THE NORTH END OF THE
 KB0766'HEADWALL, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.  SEC
 KB0766'17, T10N, R1E.
 KB0766
 KB0766                          STATION RECOVERY (1975)
 KB0766
 KB0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KB0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0786 ***********************************************************************
 JB0786  DESIGNATION -  B 262
 JB0786  PID         -  JB0786
 JB0786  STATE/COUNTY-  IL/FAYETTE
 JB0786  USGS QUAD   -  VANDALIA (1974)
 JB0786
 JB0786                         *CURRENT SURVEY CONTROL
 JB0786  ___________________________________________________________________
 JB0786* NAD 83(1986)-  38 55 43.     (N)    089 05 15.     (W)     SCALED    
 JB0786* NAVD 88     -       142.676  (meters)     468.10   (feet)  ADJUSTED  
 JB0786  ___________________________________________________________________
 JB0786  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JB0786  DYNAMIC HT  -         142.587 (meters)     467.80  (feet)  COMP
 JB0786  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 JB0786
 JB0786  VERT ORDER  -  FIRST     CLASS I
 JB0786
 JB0786.The horizontal coordinates were scaled from a topographic map and have
 JB0786.an estimated accuracy of +/- 6 seconds.
 JB0786
 JB0786.The orthometric height was determined by differential leveling
 JB0786.and adjusted by the National Geodetic Survey in June 1991..
 JB0786
 JB0786.The geoid height was determined by GEOID03.
 JB0786
 JB0786.The dynamic height is computed by dividing the NAVD 88
 JB0786.geopotential number by the normal gravity value computed on the
 JB0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0786.degrees latitude (g = 980.6199 gals.).
 JB0786
 JB0786.The modeled gravity was interpolated from observed gravity values.
 JB0786
 JB0786;                    North         East    Units  Estimated Accuracy
 JB0786;SPC IL E     -   251,320.      234,610.      MT  (+/- 180 meters Scaled)
 JB0786
 JB0786                          SUPERSEDED SURVEY CONTROL
 JB0786
 JB0786  NGVD 29 (??/??/92)  142.798  (m)          468.50   (f) ADJ UNCH    1 1
 JB0786
 JB0786.Superseded values are not recommended for survey control.
 JB0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0786.See file dsdata.txt to determine how the superseded data were derived.
 JB0786
 JB0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ190109(NAD 83)
 JB0786_MARKER: DB = BENCH MARK DISK
 JB0786_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB0786_SP_SET: 39 1/2 FEET
 JB0786_STAMPING: B 262 1961
 JB0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0786
 JB0786  HISTORY     - Date     Condition        Report By
 JB0786  HISTORY     - 1961     MONUMENTED       CGS
 JB0786  HISTORY     - 1969     GOOD             NGS
 JB0786  HISTORY     - 1976     GOOD             NGS
 JB0786
 JB0786                          STATION DESCRIPTION
 JB0786
 JB0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0786'2.3 MI S FROM VANDALIA.
 JB0786'ABOUT 2.3 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0786'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 JB0786'VANDALIA, 0.5 MILE SOUTH OF MILEPOST 688, 105 FEET SOUTHEAST OF
 JB0786'THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 JB0786'81 1/2 FEET EAST OF THE EAST RAIL, 61 FEET SOUTH OF THE CENTER
 JB0786'LINE OF THE ROAD, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 JB0786'BRIDGE FOR THE ROAD, 1.2 FEET NORTH OF A METAL WITNESS POST,
 JB0786'ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 JB0786'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 39 1/2
 JB0786'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES
 JB0786'ABOVE THE SURFACE OF THE GROUND.  SEC 28, T 6 N, R 1 E.
 JB0786
 JB0786                          STATION RECOVERY (1976)
 JB0786
 JB0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0598 ***********************************************************************
 KB0598  DESIGNATION -  B 263
 KB0598  PID         -  KB0598
 KB0598  STATE/COUNTY-  IL/MACON
 KB0598  USGS QUAD   -  MACON EAST (1983)
 KB0598
 KB0598                         *CURRENT SURVEY CONTROL
 KB0598  ___________________________________________________________________
 KB0598* NAD 83(1986)-  39 42 24.     (N)    088 59 59.     (W)     SCALED    
 KB0598* NAVD 88     -       218.943  (meters)     718.32   (feet)  ADJUSTED  
 KB0598  ___________________________________________________________________
 KB0598  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0598  DYNAMIC HT  -         218.821 (meters)     717.92  (feet)  COMP
 KB0598  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 KB0598
 KB0598  VERT ORDER  -  FIRST     CLASS I
 KB0598
 KB0598.The horizontal coordinates were scaled from a topographic map and have
 KB0598.an estimated accuracy of +/- 6 seconds.
 KB0598
 KB0598.The orthometric height was determined by differential leveling
 KB0598.and adjusted by the National Geodetic Survey in June 1991..
 KB0598
 KB0598.The geoid height was determined by GEOID03.
 KB0598
 KB0598.The dynamic height is computed by dividing the NAVD 88
 KB0598.geopotential number by the normal gravity value computed on the
 KB0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0598.degrees latitude (g = 980.6199 gals.).
 KB0598
 KB0598.The modeled gravity was interpolated from observed gravity values.
 KB0598
 KB0598;                    North         East    Units  Estimated Accuracy
 KB0598;SPC IL E     -   337,640.      242,850.      MT  (+/- 180 meters Scaled)
 KB0598
 KB0598                          SUPERSEDED SURVEY CONTROL
 KB0598
 KB0598  NGVD 29 (??/??/92)  219.020  (m)          718.57   (f) ADJ UNCH    1 1
 KB0598
 KB0598.Superseded values are not recommended for survey control.
 KB0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0598.See file dsdata.txt to determine how the superseded data were derived.
 KB0598
 KB0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ285971(NAD 83)
 KB0598_MARKER: DB = BENCH MARK DISK
 KB0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0598_STAMPING: B 263 1961
 KB0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0598+STABILITY: SURFACE MOTION
 KB0598
 KB0598  HISTORY     - Date     Condition        Report By
 KB0598  HISTORY     - 1961     MONUMENTED       CGS
 KB0598  HISTORY     - 1969     GOOD             NGS
 KB0598  HISTORY     - 1976     GOOD             NGS
 KB0598
 KB0598                          STATION DESCRIPTION
 KB0598
 KB0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0598'0.2 MI S FROM MACON.
 KB0598'ABOUT 0.25 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0598'THE PEOPLES BANK OF MACON AT MACON, 44 FEET NORTHWEST OF THE
 KB0598'CENTER OF A CROSSING OF THE RAILROAD AND GLENN STREET, 30 1/2
 KB0598'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 28 FEET NORTH OF
 KB0598'THE CENTER LINE OF THE STREET, 8.5 FEET SOUTH OF THE SOUTH EDGE
 KB0598'OF A BRICK SIDEWALK, 2 FEET NORTH OF A POWER POLE WHICH IS
 KB0598'BRACED BY A GUY WIRE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 KB0598'TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 KB0598'GROUND.  SEC 32, T 15 N, R 2 E.
 KB0598
 KB0598                          STATION RECOVERY (1976)
 KB0598
 KB0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1130 ***********************************************************************
 MF1130  DESIGNATION -  B 265
 MF1130  PID         -  MF1130
 MF1130  STATE/COUNTY-  IL/WHITESIDE
 MF1130  USGS QUAD   -  HAHNAMAN (1982)
 MF1130
 MF1130                         *CURRENT SURVEY CONTROL
 MF1130  ___________________________________________________________________
 MF1130* NAD 83(1986)-  41 44 12.     (N)    089 39 06.     (W)     SCALED    
 MF1130* NAVD 88     -       198.294  (meters)     650.57   (feet)  ADJUSTED  
 MF1130  ___________________________________________________________________
 MF1130  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1130  DYNAMIC HT  -         198.222 (meters)     650.33  (feet)  COMP
 MF1130  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 MF1130
 MF1130  VERT ORDER  -  SECOND    CLASS 0
 MF1130
 MF1130.The horizontal coordinates were scaled from a topographic map and have
 MF1130.an estimated accuracy of +/- 6 seconds.
 MF1130
 MF1130.The orthometric height was determined by differential leveling
 MF1130.and adjusted by the National Geodetic Survey in June 1991..
 MF1130
 MF1130.The geoid height was determined by GEOID03.
 MF1130
 MF1130.The dynamic height is computed by dividing the NAVD 88
 MF1130.geopotential number by the normal gravity value computed on the
 MF1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1130.degrees latitude (g = 980.6199 gals.).
 MF1130
 MF1130.The modeled gravity was interpolated from observed gravity values.
 MF1130
 MF1130;                    North         East    Units  Estimated Accuracy
 MF1130;SPC IL W     -   562,960.      742,840.      MT  (+/- 180 meters Scaled)
 MF1130
 MF1130                          SUPERSEDED SURVEY CONTROL
 MF1130
 MF1130  NGVD 29 (??/??/92)  198.361  (m)          650.79   (f) ADJ UNCH    2 0
 MF1130
 MF1130.Superseded values are not recommended for survey control.
 MF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1130.See file dsdata.txt to determine how the superseded data were derived.
 MF1130
 MF1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM794239(NAD 83)
 MF1130_MARKER: DB = BENCH MARK DISK
 MF1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1130_STAMPING: B 265 1966
 MF1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1130+STABILITY: SURFACE MOTION
 MF1130
 MF1130  HISTORY     - Date     Condition        Report By
 MF1130  HISTORY     - 1966     MONUMENTED       CGS
 MF1130  HISTORY     - 19940815 MARK NOT FOUND   USPSQD
 MF1130  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 MF1130  HISTORY     - 20030315 MARK NOT FOUND   USPSQD
 MF1130  HISTORY     - 20050322 MARK NOT FOUND   USPSQD
 MF1130
 MF1130                          STATION DESCRIPTION
 MF1130
 MF1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MF1130'3.8 MI SE FROM ROCK FALLS.
 MF1130'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 AND
 MF1130'U.S. HIGHWAY 30, AT THE SOUTH EDGE OF ROCK FALLS, GO SOUTH ON
 MF1130'HIGHWAY 88 FOR 1.95 MILES TO A CROSSROADS, TURN LEFT AND GO 1.85
 MF1130'MI. TO MARK ON LEFT JUST BEFORE REACHING A CROSSROAD INTERSECTION.
 MF1130'36 FT. NORTH OF A ROAD, 173 FT. WEST OF TELEPHONE POLE NO. K 4 28K5,
 MF1130'219 FT. W.N.W. OF CENTER OF INTERSECTION, 1 FT. SOUTH OF FENCELINE,
 MF1130'AND 86 FT. N.W. OF POWER POLE NO. 8309 30A.
 MF1130
 MF1130                          STATION RECOVERY (1994)
 MF1130
 MF1130'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1130'MARK NOT FOUND.
 MF1130
 MF1130                          STATION RECOVERY (1999)
 MF1130
 MF1130'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1130'MARK NOT FOUND.
 MF1130
 MF1130                          STATION RECOVERY (2003)
 MF1130
 MF1130'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1130'MARK NOT FOUND.
 MF1130
 MF1130                          STATION RECOVERY (2005)
 MF1130
 MF1130'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1869 ***********************************************************************
 ME1869  DESIGNATION -  B 266
 ME1869  PID         -  ME1869
 ME1869  STATE/COUNTY-  IL/COOK
 ME1869  USGS QUAD   -  LAKE CALUMET (1997)
 ME1869
 ME1869                         *CURRENT SURVEY CONTROL
 ME1869  ___________________________________________________________________
 ME1869* NAD 83(1986)-  41 43 54.     (N)    087 33 39.     (W)     SCALED    
 ME1869* NAVD 88     -       183.458  (meters)     601.90   (feet)  ADJUSTED  
 ME1869  ___________________________________________________________________
 ME1869  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1869  DYNAMIC HT  -         183.394 (meters)     601.69  (feet)  COMP
 ME1869  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 ME1869
 ME1869  VERT ORDER  -  FIRST     CLASS I
 ME1869
 ME1869.The horizontal coordinates were scaled from a topographic map and have
 ME1869.an estimated accuracy of +/- 6 seconds.
 ME1869
 ME1869.The orthometric height was determined by differential leveling
 ME1869.and adjusted by the National Geodetic Survey in June 1991..
 ME1869
 ME1869.The geoid height was determined by GEOID03.
 ME1869
 ME1869.The dynamic height is computed by dividing the NAVD 88
 ME1869.geopotential number by the normal gravity value computed on the
 ME1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1869.degrees latitude (g = 980.6199 gals.).
 ME1869
 ME1869.The modeled gravity was interpolated from observed gravity values.
 ME1869
 ME1869;                    North         East    Units  Estimated Accuracy
 ME1869;SPC IL E     -   562,590.      364,270.      MT  (+/- 180 meters Scaled)
 ME1869
 ME1869                          SUPERSEDED SURVEY CONTROL
 ME1869
 ME1869  NGVD 29 (01/19/93)  183.568  (m)          602.26   (f) ADJUSTED    1 1
 ME1869
 ME1869.Superseded values are not recommended for survey control.
 ME1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1869.See file dsdata.txt to determine how the superseded data were derived.
 ME1869
 ME1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM533201(NAD 83)
 ME1869_MARKER: DB = BENCH MARK DISK
 ME1869_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1869_SP_SET: ABUTMENT
 ME1869_STAMPING: B 266 1968
 ME1869_MARK LOGO: CGS   
 ME1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1869+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1869
 ME1869  HISTORY     - Date     Condition        Report By
 ME1869  HISTORY     - 1968     MONUMENTED       CGS
 ME1869  HISTORY     - 1973     GOOD             NGS
 ME1869  HISTORY     - 1977     GOOD             NGS
 ME1869  HISTORY     - 19920806 GOOD             NGS
 ME1869
 ME1869                          STATION DESCRIPTION
 ME1869
 ME1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1869'AT CHICAGO.
 ME1869'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, AT THE OVERPASS
 ME1869'OVER SOUTH COLFAX AVENUE, SET ON THE TOP OF THE SOUTHWEST END
 ME1869'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE MOST SOUTHWEST OVERPASS
 ME1869'OVER THE AVENUE, 121.5 FEET SOUTH AND ACROSS THE SOUTHWEST MOST
 ME1869'MAIN TRACK FROM MILEPOST 456, 22.2 FEET SOUTHWEST OF THE
 ME1869'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 1.0 FOOT NORTHEAST OF THE
 ME1869'NORTH END OF THE EAST WING WALL OF THE ILLINOIS TOLL ROAD
 ME1869'OVERPASS OVER THE AVENUE AND ABOUT LEVEL WITH THE TRACK.
 ME1869
 ME1869                          STATION RECOVERY (1973)
 ME1869
 ME1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1869'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, AT THE OVERPASS OVER
 ME1869'SOUTH COLFAX AVENUE, SET IN THE TOP OF THE SOUTHWEST END OF THE
 ME1869'SOUTHEAST ABUTMENT OF THE MOST SOUTHWEST OVERPASS OVER THE AVENUE.
 ME1869'121.5 FEET SOUTH AND ACROSS THE SOUTHWEST MOST MAIN TRACK FROM
 ME1869'MILEPOST 456, 22.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MOST
 ME1869'SOUTHWEST TRACK, 1.2 FEET NORTH OF THE EAST CORNER OF THE EAST WING
 ME1869'WALL OF THE ILLINOIS TOLL ROAD OVERPASS OVER THE AVENUE AND ABOUT 1
 ME1869'FOOT BELOW THE LEVEL OF THE TRACK.
 ME1869
 ME1869                          STATION RECOVERY (1977)
 ME1869
 ME1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1869'RECOVERED IN GOOD CONDITION.
 ME1869
 ME1869                          STATION RECOVERY (1992)
 ME1869
 ME1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1869'IN CHICAGO, AT THE INTERSECTION OF SOUTH COLFAX AVENUE AND THE CONRAIL
 ME1869'RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END
 ME1869'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE MOST SOUTHWESTERLY OF 2
 ME1869'RAILROAD OVERPASSES OF THE AVENUE, 9.5 M (31.2 FT) SOUTHEAST OF THE
 ME1869'CENTER OF THE AVENUE, 6.8 M (22.3 FT) SOUTHWEST OF THE NEAR RAIL, 4.8
 ME1869'M (15.7 FT) SOUTHWEST OF THE SOUTHWEST BRIDGE RAIL, AND 0.8 M
 ME1869'(2.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0038 ***********************************************************************
 NH0038  DESIGNATION -  B 267
 NH0038  PID         -  NH0038
 NH0038  STATE/COUNTY-  IL/COOK
 NH0038  USGS QUAD   -  STREAMWOOD (1993)
 NH0038
 NH0038                         *CURRENT SURVEY CONTROL
 NH0038  ___________________________________________________________________
 NH0038* NAD 83(1986)-  42 00 14.     (N)    088 08 05.     (W)     SCALED    
 NH0038* NAVD 88     -       241.850  (meters)     793.47   (feet)  ADJUSTED  
 NH0038  ___________________________________________________________________
 NH0038  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NH0038  DYNAMIC HT  -         241.766 (meters)     793.19  (feet)  COMP
 NH0038  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 NH0038
 NH0038  VERT ORDER  -  FIRST     CLASS I
 NH0038
 NH0038.The horizontal coordinates were scaled from a topographic map and have
 NH0038.an estimated accuracy of +/- 6 seconds.
 NH0038
 NH0038.The orthometric height was determined by differential leveling
 NH0038.and adjusted by the National Geodetic Survey in June 1991..
 NH0038
 NH0038.The geoid height was determined by GEOID03.
 NH0038
 NH0038.The dynamic height is computed by dividing the NAVD 88
 NH0038.geopotential number by the normal gravity value computed on the
 NH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0038.degrees latitude (g = 980.6199 gals.).
 NH0038
 NH0038.The modeled gravity was interpolated from observed gravity values.
 NH0038
 NH0038;                    North         East    Units  Estimated Accuracy
 NH0038;SPC IL E     -   592,550.      316,450.      MT  (+/- 180 meters Scaled)
 NH0038
 NH0038                          SUPERSEDED SURVEY CONTROL
 NH0038
 NH0038  NGVD 29 (??/??/92)  241.933  (m)          793.74   (f) ADJ UNCH    1 1
 NH0038
 NH0038.Superseded values are not recommended for survey control.
 NH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0038.See file dsdata.txt to determine how the superseded data were derived.
 NH0038
 NH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM060508(NAD 83)
 NH0038_MARKER: DB = BENCH MARK DISK
 NH0038_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0038_SP_SET: 35 FEET
 NH0038_STAMPING: B 267 1969
 NH0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0038
 NH0038  HISTORY     - Date     Condition        Report By
 NH0038  HISTORY     - 1969     MONUMENTED       CGS
 NH0038
 NH0038                          STATION DESCRIPTION
 NH0038
 NH0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0038'0.5 MI E FROM HANOVER PARK.
 NH0038'ABOUT 0.5 EAST ALONG STATE HIGHWAY 19 WHICH IS IRVING PARK ROAD
 NH0038'FROM THE INTERSECTION OF THE HIGHWAY AND BARRINGTON ROAD AT HANOVER
 NH0038'PARK, IN SECTION 30, T 41 N, R 10 E, 47 FEET NORTH OF THE CENTER
 NH0038'LINE OF THE HIGHWAY, 70 FEET SOUTHEAST OF THE SOUTH CORNER OF A
 NH0038'HOUSE, 2 1/2 FEET WEST OF A POWER POLE, 1.2 FEET EAST OF A METAL
 NH0038'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 NH0038'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 NH0038'DEPTH OF 35 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 NH0038'5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1000 ***********************************************************************
 JB1000  DESIGNATION -  B 268
 JB1000  PID         -  JB1000
 JB1000  STATE/COUNTY-  IL/MARION
 JB1000  USGS QUAD   -  CENTRALIA EAST (1981)
 JB1000
 JB1000                         *CURRENT SURVEY CONTROL
 JB1000  ___________________________________________________________________
 JB1000* NAD 83(1986)-  38 36 21.     (N)    089 07 17.     (W)     SCALED    
 JB1000* NAVD 88     -       152.277  (meters)     499.60   (feet)  ADJUSTED  
 JB1000  ___________________________________________________________________
 JB1000  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB1000  DYNAMIC HT  -         152.181 (meters)     499.28  (feet)  COMP
 JB1000  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 JB1000
 JB1000  VERT ORDER  -  FIRST     CLASS I
 JB1000
 JB1000.The horizontal coordinates were scaled from a topographic map and have
 JB1000.an estimated accuracy of +/- 6 seconds.
 JB1000
 JB1000.The orthometric height was determined by differential leveling
 JB1000.and adjusted by the National Geodetic Survey in June 1991..
 JB1000
 JB1000.The geoid height was determined by GEOID03.
 JB1000
 JB1000.The dynamic height is computed by dividing the NAVD 88
 JB1000.geopotential number by the normal gravity value computed on the
 JB1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1000.degrees latitude (g = 980.6199 gals.).
 JB1000
 JB1000.The modeled gravity was interpolated from observed gravity values.
 JB1000
 JB1000;                    North         East    Units  Estimated Accuracy
 JB1000;SPC IL E     -   215,520.      231,360.      MT  (+/- 180 meters Scaled)
 JB1000
 JB1000                          SUPERSEDED SURVEY CONTROL
 JB1000
 JB1000  NGVD 29 (??/??/92)  152.411  (m)          500.04   (f) ADJ UNCH    1 1
 JB1000
 JB1000.Superseded values are not recommended for survey control.
 JB1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1000.See file dsdata.txt to determine how the superseded data were derived.
 JB1000
 JB1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH152751(NAD 83)
 JB1000_MARKER: DB = BENCH MARK DISK
 JB1000_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB1000_SP_SET: 15 FEET
 JB1000_STAMPING: B 268 1969
 JB1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1000
 JB1000  HISTORY     - Date     Condition        Report By
 JB1000  HISTORY     - 1969     MONUMENTED       CGS
 JB1000
 JB1000                          STATION DESCRIPTION
 JB1000
 JB1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1000'0.5 MI S FROM SANDOVAL.
 JB1000'ABOUT 0.5 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1000'THE CROSSING OF THE RAILROAD AND THE BALTIMORE AND OHIO RAILROAD
 JB1000'AT SANDOVAL, IN SECTION 17, T 2 N, R 1 E, 3 1/2 POLES SOUTH OF A
 JB1000'CROSSING OF THE RAILROAD AND A ROAD, 100 FEET WEST OF THE WEST
 JB1000'RAIL, 1 1/2 FEET NORTH OF A POWER POLE WHICH BEARS A TRANSFORMER,
 JB1000'1.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 JB1000'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 JB1000'ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A
 JB1000'6-INCH TILE WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0488 ***********************************************************************
 NH0488  DESIGNATION -  B 269
 NH0488  PID         -  NH0488
 NH0488  STATE/COUNTY-  IL/OGLE
 NH0488  USGS QUAD   -  KINGS (1993)
 NH0488
 NH0488                         *CURRENT SURVEY CONTROL
 NH0488  ___________________________________________________________________
 NH0488* NAD 83(1986)-  42 05 58.     (N)    089 05 59.     (W)     SCALED    
 NH0488* NAVD 88     -       243.946  (meters)     800.35   (feet)  ADJUSTED  
 NH0488  ___________________________________________________________________
 NH0488  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NH0488  DYNAMIC HT  -         243.864 (meters)     800.08  (feet)  COMP
 NH0488  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 NH0488
 NH0488  VERT ORDER  -  FIRST     CLASS I
 NH0488
 NH0488.The horizontal coordinates were scaled from a topographic map and have
 NH0488.an estimated accuracy of +/- 6 seconds.
 NH0488
 NH0488.The orthometric height was determined by differential leveling
 NH0488.and adjusted by the National Geodetic Survey in June 1991..
 NH0488
 NH0488.The geoid height was determined by GEOID03.
 NH0488
 NH0488.The dynamic height is computed by dividing the NAVD 88
 NH0488.geopotential number by the normal gravity value computed on the
 NH0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0488.degrees latitude (g = 980.6199 gals.).
 NH0488
 NH0488.The modeled gravity was interpolated from observed gravity values.
 NH0488
 NH0488;                    North         East    Units  Estimated Accuracy
 NH0488;SPC IL W     -   603,680.      788,260.      MT  (+/- 180 meters Scaled)
 NH0488
 NH0488                          SUPERSEDED SURVEY CONTROL
 NH0488
 NH0488  NGVD 29 (??/??/92)  243.986  (m)          800.48   (f) ADJ UNCH    1 1
 NH0488
 NH0488.Superseded values are not recommended for survey control.
 NH0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0488.See file dsdata.txt to determine how the superseded data were derived.
 NH0488
 NH0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM263629(NAD 83)
 NH0488_MARKER: DB = BENCH MARK DISK
 NH0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0488_SP_SET: 16 FEET
 NH0488_STAMPING: B 269 1969
 NH0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0488
 NH0488  HISTORY     - Date     Condition        Report By
 NH0488  HISTORY     - 1969     MONUMENTED       CGS
 NH0488  HISTORY     - 1970     GOOD             NGS
 NH0488  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0488  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0488
 NH0488                          STATION DESCRIPTION
 NH0488
 NH0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0488'0.4 MI W FROM DAVIS JUNCTION.
 NH0488'ABOUT 0.45 MILE WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0488'PACIFIC RAILROAD FROM THE STATION AT DAVIS JUNCTION, 37.5 FEET
 NH0488'SOUTH OF THE SOUTH RAIL, 57.5 FEET EAST OF A TELEPHONE POLE,
 NH0488'12.5 FEET WEST OF A CORNER FENCE POST AT A JOG IN THE FENCE, 1.7
 NH0488'FEET NORTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST,
 NH0488'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP
 NH0488'OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF
 NH0488'16 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES
 NH0488'ABOVE THE SURFACE OF THE GROUND.  SEC 22, T 42 N, R 1 E.
 NH0488
 NH0488                          STATION RECOVERY (1996)
 NH0488
 NH0488'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0488'MARK NOT FOUND.
 NH0488
 NH0488                          STATION RECOVERY (2001)
 NH0488
 NH0488'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1434 ***********************************************************************
 ME1434  DESIGNATION -  B 27
 ME1434  PID         -  ME1434
 ME1434  STATE/COUNTY-  IL/COOK
 ME1434  USGS QUAD   -  FRANKFORT (1990)
 ME1434
 ME1434                         *CURRENT SURVEY CONTROL
 ME1434  ___________________________________________________________________
 ME1434* NAD 83(1986)-  41 29 55.     (N)    087 45 04.     (W)     SCALED    
 ME1434* NAVD 88     -       218.163  (meters)     715.76   (feet)  ADJUSTED  
 ME1434  ___________________________________________________________________
 ME1434  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 ME1434  DYNAMIC HT  -         218.078 (meters)     715.48  (feet)  COMP
 ME1434  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 ME1434
 ME1434  VERT ORDER  -  SECOND    CLASS 0
 ME1434
 ME1434.The horizontal coordinates were scaled from a topographic map and have
 ME1434.an estimated accuracy of +/- 6 seconds.
 ME1434
 ME1434.The orthometric height was determined by differential leveling
 ME1434.and adjusted by the National Geodetic Survey in June 1991..
 ME1434
 ME1434.The geoid height was determined by GEOID03.
 ME1434
 ME1434.The dynamic height is computed by dividing the NAVD 88
 ME1434.geopotential number by the normal gravity value computed on the
 ME1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1434.degrees latitude (g = 980.6199 gals.).
 ME1434
 ME1434.The modeled gravity was interpolated from observed gravity values.
 ME1434
 ME1434;                    North         East    Units  Estimated Accuracy
 ME1434;SPC IL E     -   536,580.      348,610.      MT  (+/- 180 meters Scaled)
 ME1434
 ME1434                          SUPERSEDED SURVEY CONTROL
 ME1434
 ME1434  NGVD 29 (??/??/92)  218.252  (m)          716.05   (f) ADJ UNCH    2 0
 ME1434
 ME1434.Superseded values are not recommended for survey control.
 ME1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1434.See file dsdata.txt to determine how the superseded data were derived.
 ME1434
 ME1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL373943(NAD 83)
 ME1434_MARKER: DB = BENCH MARK DISK
 ME1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1434_STAMPING: B 27 1934
 ME1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1434+STABILITY: SURFACE MOTION
 ME1434
 ME1434  HISTORY     - Date     Condition        Report By
 ME1434  HISTORY     - 1934     MONUMENTED       CGS
 ME1434  HISTORY     - 1953     MARK NOT FOUND   NGS
 ME1434  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 ME1434
 ME1434                          STATION DESCRIPTION
 ME1434
 ME1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1434'2.8 MI W FROM MATTESON.
 ME1434'2.8 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 ME1434'STATION AT MATTESON, COOK COUNTY, 15 POLES WEST OF MILEPOST J
 ME1434'18, AT A PUBLIC-ROAD CROSSING, 64 FEET SOUTH OF THE CENTERLINE
 ME1434'OF THE TRACK, 36 FEET EAST OF THE CENTERLINE OF THE ROAD, 18
 ME1434'FEET NORTH OF THE CENTERLINE OF A PRIVATE T-ROAD LEADING EAST,
 ME1434'AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 ME1434'B 27 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS
 ME1434'PROBABLY DESTROYED BY THE INSTALLATION OF AN UNDERGROUND
 ME1434'TELEPHONE CABLE OR PIPELINE.
 ME1434
 ME1434                          STATION RECOVERY (1953)
 ME1434
 ME1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 ME1434'MARK NOT FOUND.
 ME1434
 ME1434                          STATION RECOVERY (1979)
 ME1434
 ME1434'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 ME1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0603 ***********************************************************************
 HB0603  DESIGNATION -  B 270
 HB0603  PID         -  HB0603
 HB0603  STATE/COUNTY-  IL/JACKSON
 HB0603  USGS QUAD   -  ELKVILLE (1978)
 HB0603
 HB0603                         *CURRENT SURVEY CONTROL
 HB0603  ___________________________________________________________________
 HB0603* NAD 83(1986)-  37 56 06.     (N)    089 14 13.     (W)     SCALED    
 HB0603* NAVD 88     -       120.920  (meters)     396.72   (feet)  ADJUSTED  
 HB0603  ___________________________________________________________________
 HB0603  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HB0603  DYNAMIC HT  -         120.840 (meters)     396.46  (feet)  COMP
 HB0603  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 HB0603
 HB0603  VERT ORDER  -  FIRST     CLASS I
 HB0603
 HB0603.The horizontal coordinates were scaled from a topographic map and have
 HB0603.an estimated accuracy of +/- 6 seconds.
 HB0603
 HB0603.The orthometric height was determined by differential leveling
 HB0603.and adjusted by the National Geodetic Survey in June 1991..
 HB0603
 HB0603.The geoid height was determined by GEOID03.
 HB0603
 HB0603.The dynamic height is computed by dividing the NAVD 88
 HB0603.geopotential number by the normal gravity value computed on the
 HB0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0603.degrees latitude (g = 980.6199 gals.).
 HB0603
 HB0603.The modeled gravity was interpolated from observed gravity values.
 HB0603
 HB0603;                    North         East    Units  Estimated Accuracy
 HB0603;SPC IL W     -   141,160.      781,730.      MT  (+/- 180 meters Scaled)
 HB0603
 HB0603                          SUPERSEDED SURVEY CONTROL
 HB0603
 HB0603  NGVD 29 (??/??/??)  121.017  (m)          397.04   (f) ADJUSTED    1 1
 HB0603
 HB0603.Superseded values are not recommended for survey control.
 HB0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0603.See file dsdata.txt to determine how the superseded data were derived.
 HB0603
 HB0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH034009(NAD 83)
 HB0603_MARKER: DB = BENCH MARK DISK
 HB0603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0603_SP_SET: 32 FEET
 HB0603_STAMPING: B 270 1969
 HB0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0603
 HB0603  HISTORY     - Date     Condition        Report By
 HB0603  HISTORY     - 1969     MONUMENTED       CGS
 HB0603  HISTORY     - 20060228 GOOD             ILDT
 HB0603
 HB0603                          STATION DESCRIPTION
 HB0603
 HB0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0603'1.8 MI N FROM ELKVILLE.
 HB0603'ABOUT 1.75 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0603'FROM THE POST OFFICE AT ELKVILLE, IN SECTION 8, T 7 S, R 1 W, 0.4
 HB0603'MILE SOUTH OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD AT
 HB0603'THE COMMUNITY OF DOWELL, 239 FEET SOUTHEAST OF THE CENTER OF A
 HB0603'CROSSING OF THE RAILROAD AND A PAVED ROAD, 94 FEET EAST OF THE
 HB0603'EAST RAIL OF THE EAST TRACK, 195 FEET SOUTH OF THE CENTER LINE
 HB0603'OF THE ROAD, 65 FEET SOUTHEAST OF A TELEPHONE POLE, 30 FEET
 HB0603'SOUTH OF A FORKED 12-INCH OAK TREE, 13 1/2 FEET NORTH-NORTHWEST
 HB0603'OF A 20-INCH OAK TREE, 2 FEET WEST OF A FENCE, 1.0 FOOT EAST OF A
 HB0603'METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF THE
 HB0603'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 HB0603'DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 5-INCH IRON
 HB0603'PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 HB0603
 HB0603                          STATION RECOVERY (2006)
 HB0603
 HB0603'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0666 ***********************************************************************
 NH0666  DESIGNATION -  B 271
 NH0666  PID         -  NH0666
 NH0666  STATE/COUNTY-  IL/OGLE
 NH0666  USGS QUAD   -  SHANNON (1983)
 NH0666
 NH0666                         *CURRENT SURVEY CONTROL
 NH0666  ___________________________________________________________________
 NH0666* NAD 83(1986)-  42 07 37.     (N)    089 40 00.     (W)     SCALED    
 NH0666* NAVD 88     -       301.619  (meters)     989.56   (feet)  ADJUSTED  
 NH0666  ___________________________________________________________________
 NH0666  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0666  DYNAMIC HT  -         301.517 (meters)     989.23  (feet)  COMP
 NH0666  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 NH0666
 NH0666  VERT ORDER  -  FIRST     CLASS I
 NH0666
 NH0666.The horizontal coordinates were scaled from a topographic map and have
 NH0666.an estimated accuracy of +/- 6 seconds.
 NH0666
 NH0666.The orthometric height was determined by differential leveling
 NH0666.and adjusted by the National Geodetic Survey in June 1991..
 NH0666
 NH0666.The geoid height was determined by GEOID03.
 NH0666
 NH0666.The dynamic height is computed by dividing the NAVD 88
 NH0666.geopotential number by the normal gravity value computed on the
 NH0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0666.degrees latitude (g = 980.6199 gals.).
 NH0666
 NH0666.The modeled gravity was interpolated from observed gravity values.
 NH0666
 NH0666;                    North         East    Units  Estimated Accuracy
 NH0666;SPC IL W     -   606,300.      741,340.      MT  (+/- 180 meters Scaled)
 NH0666
 NH0666                          SUPERSEDED SURVEY CONTROL
 NH0666
 NH0666  NGVD 29 (??/??/92)  301.652  (m)          989.67   (f) ADJ UNCH    1 1
 NH0666
 NH0666.Superseded values are not recommended for survey control.
 NH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0666.See file dsdata.txt to determine how the superseded data were derived.
 NH0666
 NH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM795673(NAD 83)
 NH0666_MARKER: DB = BENCH MARK DISK
 NH0666_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0666_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0666_STAMPING: B 271 1970
 NH0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0666
 NH0666  HISTORY     - Date     Condition        Report By
 NH0666  HISTORY     - 1970     MONUMENTED       NGS
 NH0666  HISTORY     - 1987     GOOD             USPSQD
 NH0666  HISTORY     - 19960503 GOOD             USPSQD
 NH0666  HISTORY     - 20010813 GOOD             USPSQD
 NH0666  HISTORY     - 20050205 GOOD             USPSQD
 NH0666
 NH0666                          STATION DESCRIPTION
 NH0666
 NH0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0666'4.7 MI W FROM FORRESTON.
 NH0666'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0666'OFFICE AT FORRESTON, THENCE 4.65 MILES WEST ALONG WHITE OAK
 NH0666'ROAD AND STRADDLE CREEK ROAD, 0.05 MILE WEST OF THE INTERSECTION
 NH0666'OF THE ROAD AND A GRAVELED ROAD, 29 FEET NORTH OF THE CENTER
 NH0666'LINE OF THE ROAD, 3.5 FEET SOUTHEAST OF A POWER POLE WHICH IS
 NH0666'BRACED BY A GUY WIRE, 1.0 FOOT SOUTH OF A FENCE, 0.6 FOOT NORTH
 NH0666'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND BRAZED ON
 NH0666'THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 5 INCHES.  SECTION
 NH0666'27, T25N, R7E
 NH0666
 NH0666                          STATION RECOVERY (1987)
 NH0666
 NH0666'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0666'RECOVERED IN GOOD CONDITION.
 NH0666
 NH0666                          STATION RECOVERY (1996)
 NH0666
 NH0666'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0666'RECOVERED IN GOOD CONDITION.
 NH0666
 NH0666                          STATION RECOVERY (2001)
 NH0666
 NH0666'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0666'RECOVERED IN GOOD CONDITION.
 NH0666
 NH0666                          STATION RECOVERY (2005)
 NH0666
 NH0666'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0157 ***********************************************************************
 NJ0157  DESIGNATION -  B 272
 NJ0157  PID         -  NJ0157
 NJ0157  STATE/COUNTY-  IL/CARROLL
 NJ0157  USGS QUAD   -  WACKER (1985)
 NJ0157
 NJ0157                         *CURRENT SURVEY CONTROL
 NJ0157  ___________________________________________________________________
 NJ0157* NAD 83(1986)-  42 04 49.     (N)    090 00 29.     (W)     SCALED    
 NJ0157* NAVD 88     -       236.280  (meters)     775.20   (feet)  ADJUSTED  
 NJ0157  ___________________________________________________________________
 NJ0157  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NJ0157  DYNAMIC HT  -         236.199 (meters)     774.93  (feet)  COMP
 NJ0157  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 NJ0157
 NJ0157  VERT ORDER  -  FIRST     CLASS I
 NJ0157
 NJ0157.The horizontal coordinates were scaled from a topographic map and have
 NJ0157.an estimated accuracy of +/- 6 seconds.
 NJ0157
 NJ0157.The orthometric height was determined by differential leveling
 NJ0157.and adjusted by the National Geodetic Survey in June 1991..
 NJ0157
 NJ0157.The geoid height was determined by GEOID03.
 NJ0157
 NJ0157.The dynamic height is computed by dividing the NAVD 88
 NJ0157.geopotential number by the normal gravity value computed on the
 NJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0157.degrees latitude (g = 980.6199 gals.).
 NJ0157
 NJ0157.The modeled gravity was interpolated from observed gravity values.
 NJ0157
 NJ0157;                    North         East    Units  Estimated Accuracy
 NJ0157;SPC IL W     -   601,010.      713,120.      MT  (+/- 180 meters Scaled)
 NJ0157
 NJ0157                          SUPERSEDED SURVEY CONTROL
 NJ0157
 NJ0157  NGVD 29 (??/??/92)  236.312  (m)          775.30   (f) ADJ UNCH    1 1
 NJ0157
 NJ0157.Superseded values are not recommended for survey control.
 NJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0157.See file dsdata.txt to determine how the superseded data were derived.
 NJ0157
 NJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG474630(NAD 83)
 NJ0157_MARKER: DB = BENCH MARK DISK
 NJ0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0157_STAMPING: B 272 1970
 NJ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0157+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NJ0157
 NJ0157  HISTORY     - Date     Condition        Report By
 NJ0157  HISTORY     - 1970     MONUMENTED       NGS
 NJ0157  HISTORY     - 1987     GOOD             USPSQD
 NJ0157  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 NJ0157  HISTORY     - 20011203 GOOD             NGS
 NJ0157  HISTORY     - 20030923 GOOD             USPSQD
 NJ0157
 NJ0157                          STATION DESCRIPTION
 NJ0157
 NJ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0157'2.6 MI SW FROM MT CARROLL.
 NJ0157'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NJ0157'AT MT. CARROLL, THENCE 1.6 MILES WEST ALONG U.S. HIGHWAY 52,
 NJ0157'65 YARDS NORTH AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER
 NJ0157'OF A FARM HOUSE, 60 FEET NORTH OF THE CENTER LINE OF THE
 NJ0157'HIGHWAY, 20.5 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 NJ0157'MARKER, 8 FEET EAST OF A CORNER FENCE POST, ABOUT LEVEL WITH
 NJ0157'THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE
 NJ0157'PROJECTING 6 INCHES.  SECTION 11, T24N, R4E.
 NJ0157
 NJ0157                          STATION RECOVERY (1987)
 NJ0157
 NJ0157'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NJ0157'RECOVERED IN GOOD CONDITION.
 NJ0157
 NJ0157                          STATION RECOVERY (1995)
 NJ0157
 NJ0157'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0157'MARK NOT FOUND.
 NJ0157
 NJ0157                          STATION RECOVERY (2001)
 NJ0157
 NJ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0157'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0157
 NJ0157                          STATION RECOVERY (2003)
 NJ0157
 NJ0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0157'STATE OF ILLINOIS CAP ON PIPE AT THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0715 ***********************************************************************
 NH0715  DESIGNATION -  B 273
 NH0715  PID         -  NH0715
 NH0715  STATE/COUNTY-  IL/OGLE
 NH0715  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0715
 NH0715                         *CURRENT SURVEY CONTROL
 NH0715  ___________________________________________________________________
 NH0715* NAD 83(1986)-  42 08 08.     (N)    089 35 01.     (W)     SCALED    
 NH0715* NAVD 88     -       285.298  (meters)     936.02   (feet)  ADJUSTED  
 NH0715  ___________________________________________________________________
 NH0715  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NH0715  DYNAMIC HT  -         285.203 (meters)     935.70  (feet)  COMP
 NH0715  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 NH0715
 NH0715  VERT ORDER  -  FIRST     CLASS I
 NH0715
 NH0715.The horizontal coordinates were scaled from a topographic map and have
 NH0715.an estimated accuracy of +/- 6 seconds.
 NH0715
 NH0715.The orthometric height was determined by differential leveling
 NH0715.and adjusted by the National Geodetic Survey in June 1991..
 NH0715
 NH0715.The geoid height was determined by GEOID03.
 NH0715
 NH0715.The dynamic height is computed by dividing the NAVD 88
 NH0715.geopotential number by the normal gravity value computed on the
 NH0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0715.degrees latitude (g = 980.6199 gals.).
 NH0715
 NH0715.The modeled gravity was interpolated from observed gravity values.
 NH0715
 NH0715;                    North         East    Units  Estimated Accuracy
 NH0715;SPC IL W     -   607,300.      748,200.      MT  (+/- 180 meters Scaled)
 NH0715
 NH0715                          SUPERSEDED SURVEY CONTROL
 NH0715
 NH0715  NGVD 29 (??/??/92)  285.333  (m)          936.13   (f) ADJ UNCH    1 1
 NH0715
 NH0715.Superseded values are not recommended for survey control.
 NH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0715.See file dsdata.txt to determine how the superseded data were derived.
 NH0715
 NH0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM864680(NAD 83)
 NH0715_MARKER: DB = BENCH MARK DISK
 NH0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0715_STAMPING: B 273 1970
 NH0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0715+STABILITY: SURFACE MOTION
 NH0715
 NH0715  HISTORY     - Date     Condition        Report By
 NH0715  HISTORY     - 1970     MONUMENTED       NGS
 NH0715  HISTORY     - 1987     GOOD             USPSQD
 NH0715  HISTORY     - 19960503 GOOD             USPSQD
 NH0715  HISTORY     - 20010806 GOOD             USPSQD
 NH0715  HISTORY     - 20050205 GOOD             USPSQD
 NH0715
 NH0715                          STATION DESCRIPTION
 NH0715
 NH0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0715'0.6 MI N FROM FORRESTON.
 NH0715'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 NH0715'AT FORRESTON, AT THE STATE HIGHWAY DEPARTMENT RADIO TOWER WHICH
 NH0715'IS REPORTEDLY 300 FEET TALL, 130 FEET EAST OF THE CENTER LINE
 NH0715'OF THE HIGHWAY, SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 NH0715'FOUNDATION FOR THE TOWER, 19.7 FEET NORTHEAST OF THE SOUTHEAST
 NH0715'CORNER OF A BRICK BUILDING, 16.1 FEET SOUTHEAST OF THE NORTHEAST
 NH0715'CORNER OF THE BUILDING, 0.5 FOOT EAST OF THE EAST LEG OF THE
 NH0715'TOWER, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND 12 INCHES
 NH0715'ABOVE THE LEVEL OF THE GROUND.  SECTION 28, T25N, R8E.
 NH0715
 NH0715                          STATION RECOVERY (1987)
 NH0715
 NH0715'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0715'RECOVERED IN GOOD CONDITION.
 NH0715
 NH0715                          STATION RECOVERY (1996)
 NH0715
 NH0715'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0715'RECOVERED IN GOOD CONDITION.
 NH0715
 NH0715                          STATION RECOVERY (2001)
 NH0715
 NH0715'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0715'RECOVERED IN GOOD CONDITION.
 NH0715
 NH0715                          STATION RECOVERY (2005)
 NH0715
 NH0715'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1957 ***********************************************************************
 ME1957  DESIGNATION -  B 274
 ME1957  PID         -  ME1957
 ME1957  STATE/COUNTY-  IL/COOK
 ME1957  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1957
 ME1957                         *CURRENT SURVEY CONTROL
 ME1957  ___________________________________________________________________
 ME1957* NAD 83(1986)-  41 56 50.     (N)    087 40 25.     (W)     SCALED    
 ME1957* NAVD 88     -       186.076  (meters)     610.48   (feet)  ADJUSTED  
 ME1957  ___________________________________________________________________
 ME1957  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME1957  DYNAMIC HT  -         186.013 (meters)     610.28  (feet)  COMP
 ME1957  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 ME1957
 ME1957  VERT ORDER  -  FIRST     CLASS 0
 ME1957
 ME1957.The horizontal coordinates were scaled from a topographic map and have
 ME1957.an estimated accuracy of +/- 6 seconds.
 ME1957
 ME1957.The orthometric height was determined by differential leveling
 ME1957.and adjusted by the National Geodetic Survey in June 1991..
 ME1957
 ME1957.The geoid height was determined by GEOID03.
 ME1957
 ME1957.The dynamic height is computed by dividing the NAVD 88
 ME1957.geopotential number by the normal gravity value computed on the
 ME1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1957.degrees latitude (g = 980.6199 gals.).
 ME1957
 ME1957.The modeled gravity was interpolated from observed gravity values.
 ME1957
 ME1957;                    North         East    Units  Estimated Accuracy
 ME1957;SPC IL E     -   586,450.      354,700.      MT  (+/- 180 meters Scaled)
 ME1957
 ME1957                          SUPERSEDED SURVEY CONTROL
 ME1957
 ME1957  NGVD 29 (??/??/92)  186.16   (m)          610.8    (f) COMPUTED    1 0
 ME1957
 ME1957.Superseded values are not recommended for survey control.
 ME1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1957.See file dsdata.txt to determine how the superseded data were derived.
 ME1957
 ME1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM441441(NAD 83)
 ME1957_MARKER: DB = BENCH MARK DISK
 ME1957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1957_SP_SET: ABUTMENT
 ME1957_STAMPING: B 274- 1973
 ME1957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1957
 ME1957  HISTORY     - Date     Condition        Report By
 ME1957  HISTORY     - 1973     MONUMENTED       NGS
 ME1957
 ME1957                          STATION DESCRIPTION
 ME1957
 ME1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ME1957'IN CHICAGO.
 ME1957'ABOUT 2.7 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 ME1957'THE ROSE HILL DRIVE UNDERPASS AND ENTRANCE TO THE ROSE HILL CEMETERY
 ME1957'AT THE ADDISON STREET UNDERPASS, 8.4 FEET EAST OF THE EAST RAIL OF THE
 ME1957'EAST TRACK, 1.3 FEET NORTH OF THE NORTH END OF THE EAST STEEL GIRDER
 ME1957'OF BRIDGE.  A STANDARD NGS DRILLED IN THE TOP OF THE EAST END OF THE
 ME1957'NORTH CONCRETE ABUTMENT, ABOUT LEVEL WITH THE RAILROAD. SECTION 19, T
 ME1957'40N, R 14E.  NOTE-- ABOUT 0.5 MILES NORTH OF BM RV 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0243 ***********************************************************************
 MF0243  DESIGNATION -  B 28
 MF0243  PID         -  MF0243
 MF0243  STATE/COUNTY-  IL/KANKAKEE
 MF0243  USGS QUAD   -  HERSCHER (1978)
 MF0243
 MF0243                         *CURRENT SURVEY CONTROL
 MF0243  ___________________________________________________________________
 MF0243* NAD 83(1997)-  41 06 38.43797(N)    088 00 14.22597(W)     ADJUSTED  
 MF0243* NAVD 88     -       197.740  (meters)     648.75   (feet)  ADJUSTED  
 MF0243  ___________________________________________________________________
 MF0243  X           -     167,627.084 (meters)                     COMP
 MF0243  Y           -  -4,809,722.521 (meters)                     COMP
 MF0243  Z           -   4,171,800.304 (meters)                     COMP
 MF0243  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 MF0243  ELLIP HEIGHT-         165.12  (meters)          (02/03/05) GPS OBS
 MF0243  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MF0243  DYNAMIC HT  -         197.661 (meters)     648.49  (feet)  COMP
 MF0243  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 MF0243
 MF0243  HORZ ORDER  -  FIRST
 MF0243  VERT ORDER  -  SECOND    CLASS 0
 MF0243  ELLP ORDER  -  FOURTH    CLASS II
 MF0243
 MF0243.The horizontal coordinates were established by GPS observations
 MF0243.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0243
 MF0243.The orthometric height was determined by differential leveling
 MF0243.and adjusted by the National Geodetic Survey in June 1991..
 MF0243
 MF0243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0243
 MF0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0243
 MF0243.The ellipsoidal height was determined by GPS observations
 MF0243.and is referenced to NAD 83.
 MF0243
 MF0243.The geoid height was determined by GEOID03.
 MF0243
 MF0243.The dynamic height is computed by dividing the NAVD 88
 MF0243.geopotential number by the normal gravity value computed on the
 MF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0243.degrees latitude (g = 980.6199 gals.).
 MF0243
 MF0243.The modeled gravity was interpolated from observed gravity values.
 MF0243
 MF0243;                    North         East     Units Scale Factor Converg.
 MF0243;SPC IL E     -   493,385.033   327,665.509   MT  0.99998442   +0 12 59.7
 MF0243;SPC IL E     - 1,618,714.06  1,075,015.92   sFT  0.99998442   +0 12 59.7
 MF0243;UTM  16      - 4,551,529.005   415,706.932   MT  0.99968745   -0 39 36.5
 MF0243
 MF0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0243!SPC IL E     -   0.99997410  x   0.99998442  =   0.99995852
 MF0243!UTM  16      -   0.99997410  x   0.99968745  =   0.99966156
 MF0243
 MF0243                          SUPERSEDED SURVEY CONTROL
 MF0243
 MF0243  NAVD 88 (03/04/03)  197.74   (m)          648.8    (f) LEVELING    3  
 MF0243  NGVD 29 (??/??/92)  197.826  (m)          649.03   (f) ADJ UNCH    2 0
 MF0243
 MF0243.Superseded values are not recommended for survey control.
 MF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0243.See file dsdata.txt to determine how the superseded data were derived.
 MF0243
 MF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1570751529(NAD 83)
 MF0243_MARKER: DB = BENCH MARK DISK
 MF0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0243_STAMPING: B 28 1934
 MF0243_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MF0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0243+STABILITY: SURFACE MOTION
 MF0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0243+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 MF0243
 MF0243  HISTORY     - Date     Condition        Report By
 MF0243  HISTORY     - 1934     MONUMENTED       CGS
 MF0243  HISTORY     - 1954     GOOD             NGS
 MF0243  HISTORY     - 1959     MARK NOT FOUND   NGS
 MF0243  HISTORY     - 200205   GOOD             ASCPC
 MF0243
 MF0243                          STATION DESCRIPTION
 MF0243
 MF0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0243'2.8 MI E FROM GOODRICH.
 MF0243'ABOUT 2.85 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MF0243'THE ROAD CROSSING AT GOODRICH, AT THE CROSSING OF A BLACK TOP
 MF0243'ROAD LEADING SOUTH TO LEHIGH, 69 FEET SOUTHWEST OF THE CENTER
 MF0243'OF THE CROSSING, 43 1/2 FEET SOUTH OF THE SOUTH RAIL, 49 FEET
 MF0243'WEST OF THE CENTER LINE OF THE ROAD, 33 FEET NORTH-NORTHWEST
 MF0243'OF POWER POLE 1264-520, 9.8 FEET WEST OF A RIGHT-OF-WAY MARKER,
 MF0243'9 FEET WEST OF A FENCE CORNER, 2 1/2 FEET NORTH OF A FENCE
 MF0243'LINE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND IN THE
 MF0243'TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW THE SURFACE OF THE
 MF0243'GROUND.
 MF0243
 MF0243                          STATION RECOVERY (1959)
 MF0243
 MF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF0243'MARK NOT FOUND.
 MF0243
 MF0243                          STATION RECOVERY (2002)
 MF0243
 MF0243'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0243'RECOVERED AS DESCRIBED
 MF0243' 
 MF0243'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1221 ***********************************************************************
 JC1221  DESIGNATION -  B 282
 JC1221  PID         -  JC1221
 JC1221  STATE/COUNTY-  IL/MADISON
 JC1221  USGS QUAD   -  ALTON (1994)
 JC1221
 JC1221                         *CURRENT SURVEY CONTROL
 JC1221  ___________________________________________________________________
 JC1221* NAD 83(1986)-  38 53 07.     (N)    090 10 21.     (W)     SCALED    
 JC1221* NAVD 88     -       130.499  (meters)     428.15   (feet)  ADJUSTED  
 JC1221  ___________________________________________________________________
 JC1221  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JC1221  DYNAMIC HT  -         130.418 (meters)     427.88  (feet)  COMP
 JC1221  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JC1221
 JC1221  VERT ORDER  -  FIRST     CLASS II
 JC1221
 JC1221.The horizontal coordinates were scaled from a topographic map and have
 JC1221.an estimated accuracy of +/- 6 seconds.
 JC1221
 JC1221.The orthometric height was determined by differential leveling
 JC1221.and adjusted by the National Geodetic Survey in June 1991..
 JC1221
 JC1221.The geoid height was determined by GEOID03.
 JC1221
 JC1221.The dynamic height is computed by dividing the NAVD 88
 JC1221.geopotential number by the normal gravity value computed on the
 JC1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1221.degrees latitude (g = 980.6199 gals.).
 JC1221
 JC1221.The modeled gravity was interpolated from observed gravity values.
 JC1221
 JC1221;                    North         East    Units  Estimated Accuracy
 JC1221;SPC IL W     -   246,230.      699,490.      MT  (+/- 180 meters Scaled)
 JC1221
 JC1221                          SUPERSEDED SURVEY CONTROL
 JC1221
 JC1221  NGVD 29 (??/??/??)  130.464  (m)          428.03   (f) ADJUSTED    1 2
 JC1221
 JC1221.Superseded values are not recommended for survey control.
 JC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1221.See file dsdata.txt to determine how the superseded data were derived.
 JC1221
 JC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD452078(NAD 83)
 JC1221_MARKER: I = METAL ROD
 JC1221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1221_SP_SET: STAINLESS STEEL ROD
 JC1221_STAMPING: B 282 1981
 JC1221_MARK LOGO: NGS   
 JC1221_PROJECTION: FLUSH
 JC1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1221_ROD/PIPE-DEPTH: 12.2 meters
 JC1221
 JC1221  HISTORY     - Date     Condition        Report By
 JC1221  HISTORY     - 1981     MONUMENTED       NGS
 JC1221
 JC1221                          STATION DESCRIPTION
 JC1221
 JC1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1221'0.6 KM (0.4 MI) SE FROM ALTON.
 JC1221'0.6 KILOMETERS (0.4 MILE) SOUTHEAST ALONG THE LEVEE FROM STATE HIGHWAY
 JC1221'67 (CLARK BRIDGE) OVER THE LEVEE IN ALTON TO THE MARK ON THE RIGHT.
 JC1221'THE MARK IS AT THE SOUTHWEST ENTRANCE GATE POST OF A CHAIN LINK FENCE
 JC1221'OF AN ACCESS ROAD TO THE LEVEE, ALSO A BY PASS FOR A OPENING IN THE
 JC1221'LEVEE FOR A SPUR TRACK OF THE PENN CENTRAL RAILROAD, 28.95 METERS
 JC1221'(95.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST BOUND LANE
 JC1221'OF HIGHWAY 3, 29.87 METERS (98.0 FEET) SOUTHEAST OF THE SOUTHEAST RAIL
 JC1221'OF THE SPUR TRACK, 2.15 METERS (7.0 FEET) SOUTHWEST OF THE CENTER OF
 JC1221'THE ACCESS ROAD, 0.91 METERS (3.0 FEET) SOUTH-SOUTHWEST OF THE
 JC1221'SOUTHWEST GATE POST OF THE CHAIN LINK FENCE AND 0.60 METER (2.0 FEET)
 JC1221'SOUTHEAST OF THE CHAIN LINK FENCE LINE.
 JC1221'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1168 ***********************************************************************
 JC1168  DESIGNATION -  B 283
 JC1168  PID         -  JC1168
 JC1168  STATE/COUNTY-  IL/MADISON
 JC1168  USGS QUAD   -  GRANITE CITY (1998)
 JC1168
 JC1168                         *CURRENT SURVEY CONTROL
 JC1168  ___________________________________________________________________
 JC1168* NAD 83(1986)-  38 44 11.     (N)    090 09 14.     (W)     SCALED    
 JC1168* NAVD 88     -       134.771  (meters)     442.16   (feet)  ADJUSTED  
 JC1168  ___________________________________________________________________
 JC1168  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC1168  DYNAMIC HT  -         134.686 (meters)     441.88  (feet)  COMP
 JC1168  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JC1168
 JC1168  VERT ORDER  -  FIRST     CLASS II
 JC1168
 JC1168.The horizontal coordinates were scaled from a topographic map and have
 JC1168.an estimated accuracy of +/- 6 seconds.
 JC1168
 JC1168.The orthometric height was determined by differential leveling
 JC1168.and adjusted by the National Geodetic Survey in June 1991..
 JC1168
 JC1168.The geoid height was determined by GEOID03.
 JC1168
 JC1168.The dynamic height is computed by dividing the NAVD 88
 JC1168.geopotential number by the normal gravity value computed on the
 JC1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1168.degrees latitude (g = 980.6199 gals.).
 JC1168
 JC1168.The modeled gravity was interpolated from observed gravity values.
 JC1168
 JC1168;                    North         East    Units  Estimated Accuracy
 JC1168;SPC IL W     -   229,710.      701,110.      MT  (+/- 180 meters Scaled)
 JC1168
 JC1168                          SUPERSEDED SURVEY CONTROL
 JC1168
 JC1168  NGVD 29 (??/??/??)  134.737  (m)          442.05   (f) ADJUSTED    1 2
 JC1168
 JC1168.Superseded values are not recommended for survey control.
 JC1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1168.See file dsdata.txt to determine how the superseded data were derived.
 JC1168
 JC1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC473913(NAD 83)
 JC1168_MARKER: I = METAL ROD
 JC1168_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1168_SP_SET: STAINLESS STEEL ROD
 JC1168_STAMPING: B 283 1981
 JC1168_MARK LOGO: NGS   
 JC1168_PROJECTION: FLUSH
 JC1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1168_ROD/PIPE-DEPTH: 12.2 meters
 JC1168
 JC1168  HISTORY     - Date     Condition        Report By
 JC1168  HISTORY     - 1981     MONUMENTED       NGS
 JC1168
 JC1168                          STATION DESCRIPTION
 JC1168
 JC1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1168'2.95 KM (1.85 MI.) NORT FROM GRANITE CITY.
 JC1168'0.55 KILOMETERS (0.35 MILES) NORTHWEST ALONG ROCK ROAD FROM THE
 JC1168'INTERSECTION OF STATE HIGHWAY 3 IN GRANITE CITY, THENCE 2.5 KILOMETERS
 JC1168'(1.55 MILES) NORTHEAST ALONG THE LEVEE TO THE MARK ON THE RIGHT,
 JC1168'5.79 METERS (19.0 FEET) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD,
 JC1168'0.67 METERS (2.2 FEET) NORTHEAST OF A METAL WITNESS POST.
 JC1168'THE MARK IS 0.58 METERS  SW FROM A WITNESS POST.
 JC1168'THE MARK IS 0.30 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1170 ***********************************************************************
 JC1170  DESIGNATION -  B 284
 JC1170  PID         -  JC1170
 JC1170  STATE/COUNTY-  IL/MADISON
 JC1170  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 JC1170
 JC1170                         *CURRENT SURVEY CONTROL
 JC1170  ___________________________________________________________________
 JC1170* NAD 83(1986)-  38 45 43.     (N)    090 08 09.     (W)     SCALED    
 JC1170* NAVD 88     -       135.318  (meters)     443.96   (feet)  ADJUSTED  
 JC1170  ___________________________________________________________________
 JC1170  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JC1170  DYNAMIC HT  -         135.233 (meters)     443.68  (feet)  COMP
 JC1170  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JC1170
 JC1170  VERT ORDER  -  FIRST     CLASS II
 JC1170
 JC1170.The horizontal coordinates were scaled from a topographic map and have
 JC1170.an estimated accuracy of +/- 6 seconds.
 JC1170
 JC1170.The orthometric height was determined by differential leveling
 JC1170.and adjusted by the National Geodetic Survey in June 1991..
 JC1170
 JC1170.The geoid height was determined by GEOID03.
 JC1170
 JC1170.The dynamic height is computed by dividing the NAVD 88
 JC1170.geopotential number by the normal gravity value computed on the
 JC1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1170.degrees latitude (g = 980.6199 gals.).
 JC1170
 JC1170.The modeled gravity was interpolated from observed gravity values.
 JC1170
 JC1170;                    North         East    Units  Estimated Accuracy
 JC1170;SPC IL W     -   232,540.      702,680.      MT  (+/- 180 meters Scaled)
 JC1170
 JC1170                          SUPERSEDED SURVEY CONTROL
 JC1170
 JC1170  NGVD 29 (??/??/??)  135.284  (m)          443.84   (f) ADJUSTED    1 2
 JC1170
 JC1170.Superseded values are not recommended for survey control.
 JC1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1170.See file dsdata.txt to determine how the superseded data were derived.
 JC1170
 JC1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC488942(NAD 83)
 JC1170_MARKER: I = METAL ROD
 JC1170_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1170_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1170_STAMPING: B 284 1981
 JC1170_MARK LOGO: NGS   
 JC1170_PROJECTION: FLUSH
 JC1170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1170+STABILITY: POSITION/ELEVATION WELL
 JC1170_ROD/PIPE-DEPTH: 19.5 meters
 JC1170_SLEEVE-DEPTH  : 6.0 meters
 JC1170
 JC1170  HISTORY     - Date     Condition        Report By
 JC1170  HISTORY     - 1981     MONUMENTED       NGS
 JC1170
 JC1170                          STATION DESCRIPTION
 JC1170
 JC1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1170'4.7 KM (2.9 MI) EAST FROM ST LOUIS.
 JC1170'4.7 KILOMETERS (2.9 MILES) EAST ALONG CHAIN OF ROCKS ROAD FROM THE
 JC1170'JUNCTION OF RIVERVIEW DRIVE IN THE NORTHEAST SECTION OF ST LOUIS, THE
 JC1170'MARK IS ON TOP OF THE LEVEE ON THE NORTH SIDE OF THE CHAIN OF ROCKS
 JC1170'CANAL, 1.98 METER (6.5 FEET) NORTHEAST OF THE BASE OF THE STEEL
 JC1170'STRUCTURE OF THE BRIDGE, AND 0.55 METER (1.8  FEET) EAST OF A METAL
 JC1170'WITNESS POST.
 JC1170'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 JC1170'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1134 ***********************************************************************
 JC1134  DESIGNATION -  B 285
 JC1134  PID         -  JC1134
 JC1134  STATE/COUNTY-  IL/ST CLAIR
 JC1134  USGS QUAD   -  CAHOKIA (1993)
 JC1134
 JC1134                         *CURRENT SURVEY CONTROL
 JC1134  ___________________________________________________________________
 JC1134* NAD 83(1986)-  38 33 36.     (N)    090 13 09.     (W)     SCALED    
 JC1134* NAVD 88     -       130.981  (meters)     429.73   (feet)  ADJUSTED  
 JC1134  ___________________________________________________________________
 JC1134  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC1134  DYNAMIC HT  -         130.898 (meters)     429.45  (feet)  COMP
 JC1134  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JC1134
 JC1134  VERT ORDER  -  FIRST     CLASS II
 JC1134
 JC1134.The horizontal coordinates were scaled from a topographic map and have
 JC1134.an estimated accuracy of +/- 6 seconds.
 JC1134
 JC1134.The orthometric height was determined by differential leveling
 JC1134.and adjusted by the National Geodetic Survey in June 1991..
 JC1134
 JC1134.The geoid height was determined by GEOID03.
 JC1134
 JC1134.The dynamic height is computed by dividing the NAVD 88
 JC1134.geopotential number by the normal gravity value computed on the
 JC1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1134.degrees latitude (g = 980.6199 gals.).
 JC1134
 JC1134.The modeled gravity was interpolated from observed gravity values.
 JC1134
 JC1134;                    North         East    Units  Estimated Accuracy
 JC1134;SPC IL W     -   210,130.      695,420.      MT  (+/- 180 meters Scaled)
 JC1134
 JC1134                          SUPERSEDED SURVEY CONTROL
 JC1134
 JC1134  NGVD 29 (??/??/??)  130.941  (m)          429.60   (f) ADJUSTED    1 2
 JC1134
 JC1134.Superseded values are not recommended for survey control.
 JC1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1134.See file dsdata.txt to determine how the superseded data were derived.
 JC1134
 JC1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC423716(NAD 83)
 JC1134_MARKER: I = METAL ROD
 JC1134_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1134_SP_SET: STAINLESS STEEL ROD
 JC1134_STAMPING: B 285 1981
 JC1134_MARK LOGO: NGS   
 JC1134_PROJECTION: FLUSH
 JC1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1134_ROD/PIPE-DEPTH: 7.3  meters
 JC1134
 JC1134  HISTORY     - Date     Condition        Report By
 JC1134  HISTORY     - 1981     MONUMENTED       NGS
 JC1134
 JC1134                          STATION DESCRIPTION
 JC1134
 JC1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1134'3.2 KM (2.0 MI) SW FROM CAHORIA.
 JC1134'2.5 KILOMETERS (1.55 MILES) NORTHWEST ALONG THE TOP OF THE SOUTH LEVEE
 JC1134'OF THE OLD PRAIRIE DUPONT CREEK FROM THE JUNCTION OF STATE HIGHWAY 3
 JC1134'IN CAHOKIA, TO A POWER LINE CROSSING AND A BEND IN THE LEVEE, THENCE,
 JC1134'0.7 KILOMETERS (0.45 MILE) SOUTHWEST ALONG THE TOP OF THE SAME LEVEE
 JC1134'TO THE SOUTHWEST ONE OF TWO ROADS LEADING OFF THE LEVEE TO A FARM ROAD
 JC1134'AND THE MARK ON THE LEFT, 3.96 METERS (13.0 FEET) SOUTHEAST OF THE
 JC1134'CENTER OF THE LEVEE ROAD, 2.9 METERS (9.5 FEET) NORTHWEST OF THE
 JC1134'CENTER OF THE ROAD LEADING OFF THE LEVEE, 0.46 METERS (1.5 FEET)
 JC1134'NORTHEAST OF A METAL WITNESS POST.
 JC1134'THE MARK IS 0.43 METERS  SW FROM A WITNESS POST.
 JC1134'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1062 ***********************************************************************
 JC1062  DESIGNATION -  B 286
 JC1062  PID         -  JC1062
 JC1062  STATE/COUNTY-  IL/RANDOLPH
 JC1062  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1062
 JC1062                         *CURRENT SURVEY CONTROL
 JC1062  ___________________________________________________________________
 JC1062* NAD 83(1986)-  38 05 18.     (N)    090 05 58.     (W)     SCALED    
 JC1062* NAVD 88     -       123.818  (meters)     406.23   (feet)  ADJUSTED  
 JC1062  ___________________________________________________________________
 JC1062  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JC1062  DYNAMIC HT  -         123.735 (meters)     405.95  (feet)  COMP
 JC1062  MODELED GRAV-     979,957.0   (mgal)                       NAVD 88
 JC1062
 JC1062  VERT ORDER  -  FIRST     CLASS II
 JC1062
 JC1062.The horizontal coordinates were scaled from a topographic map and have
 JC1062.an estimated accuracy of +/- 6 seconds.
 JC1062
 JC1062.The orthometric height was determined by differential leveling
 JC1062.and adjusted by the National Geodetic Survey in June 1991..
 JC1062
 JC1062.The geoid height was determined by GEOID03.
 JC1062
 JC1062.The dynamic height is computed by dividing the NAVD 88
 JC1062.geopotential number by the normal gravity value computed on the
 JC1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1062.degrees latitude (g = 980.6199 gals.).
 JC1062
 JC1062.The modeled gravity was interpolated from observed gravity values.
 JC1062
 JC1062;                    North         East    Units  Estimated Accuracy
 JC1062;SPC IL W     -   157,780.      705,900.      MT  (+/- 180 meters Scaled)
 JC1062
 JC1062                          SUPERSEDED SURVEY CONTROL
 JC1062
 JC1062  NGVD 29 (??/??/??)  123.760  (m)          406.04   (f) ADJUSTED    1 2
 JC1062
 JC1062.Superseded values are not recommended for survey control.
 JC1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1062.See file dsdata.txt to determine how the superseded data were derived.
 JC1062
 JC1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC543195(NAD 83)
 JC1062_MARKER: I = METAL ROD
 JC1062_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1062_SP_SET: STAINLESS STEEL ROD
 JC1062_STAMPING: B 286 1981
 JC1062_MARK LOGO: NGS   
 JC1062_PROJECTION: FLUSH
 JC1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1062_ROD/PIPE-DEPTH: 9.80 meters
 JC1062
 JC1062  HISTORY     - Date     Condition        Report By
 JC1062  HISTORY     - 1981     MONUMENTED       NGS
 JC1062
 JC1062                          STATION DESCRIPTION
 JC1062
 JC1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1062'IN PRAIRIE DU ROCHER.
 JC1062'IN PRAIRIE DU ROCHER, 0.3 KILOMETER (0.2 MILE) NORTHWEST ALONG QUARRY
 JC1062'ROAD FROM THE JUNCTION OF STATE HIGHWAY 155, AT THE END OF A SPUR
 JC1062'LEVEE ON THE NORTHWEST SIDE OF PRAIRIE DU ROCHER CREEK, 13.41 METERS
 JC1062'(44.0 FEET) SOUTHWEST OF THE CENTER OF QUARRY ROAD, 36.57 METERS
 JC1062'(120.0 FEET) SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES AND LINES
 JC1062'CROSSING QUARRY ROAD, 1.82 METERS (6.0 FEET) SOUTHEAST OF THE CENTER
 JC1062'OF LEVEE ROAD AND 0.30 METER (1.0 FEET) SOUTHWEST OF A METAL WITNESS
 JC1062'POST.
 JC1062'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 JC1062'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1098 ***********************************************************************
 JC1098  DESIGNATION -  B 287
 JC1098  PID         -  JC1098
 JC1098  STATE/COUNTY-  IL/MONROE
 JC1098  USGS QUAD   -  VALMEYER (1993)
 JC1098
 JC1098                         *CURRENT SURVEY CONTROL
 JC1098  ___________________________________________________________________
 JC1098* NAD 83(1986)-  38 21 52.     (N)    090 16 01.     (W)     SCALED    
 JC1098* NAVD 88     -       127.210  (meters)     417.35   (feet)  ADJUSTED  
 JC1098  ___________________________________________________________________
 JC1098  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JC1098  DYNAMIC HT  -         127.127 (meters)     417.08  (feet)  COMP
 JC1098  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 JC1098
 JC1098  VERT ORDER  -  FIRST     CLASS II
 JC1098
 JC1098.The horizontal coordinates were scaled from a topographic map and have
 JC1098.an estimated accuracy of +/- 6 seconds.
 JC1098
 JC1098.The orthometric height was determined by differential leveling
 JC1098.and adjusted by the National Geodetic Survey in June 1991..
 JC1098
 JC1098.The geoid height was determined by GEOID03.
 JC1098
 JC1098.The dynamic height is computed by dividing the NAVD 88
 JC1098.geopotential number by the normal gravity value computed on the
 JC1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1098.degrees latitude (g = 980.6199 gals.).
 JC1098
 JC1098.The modeled gravity was interpolated from observed gravity values.
 JC1098
 JC1098;                    North         East    Units  Estimated Accuracy
 JC1098;SPC IL W     -   188,430.      691,240.      MT  (+/- 180 meters Scaled)
 JC1098
 JC1098                          SUPERSEDED SURVEY CONTROL
 JC1098
 JC1098  NGVD 29 (??/??/??)  127.163  (m)          417.20   (f) ADJUSTED    1 2
 JC1098
 JC1098.Superseded values are not recommended for survey control.
 JC1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1098.See file dsdata.txt to determine how the superseded data were derived.
 JC1098
 JC1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC387497(NAD 83)
 JC1098_MARKER: I = METAL ROD
 JC1098_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1098_SP_SET: STAINLESS STEEL ROD
 JC1098_STAMPING: B 287 1981
 JC1098_MARK LOGO: NGS   
 JC1098_PROJECTION: FLUSH
 JC1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1098_ROD/PIPE-DEPTH: 9.8  meters
 JC1098
 JC1098  HISTORY     - Date     Condition        Report By
 JC1098  HISTORY     - 1981     MONUMENTED       NGS
 JC1098
 JC1098                          STATION DESCRIPTION
 JC1098
 JC1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1098'1.6 KM (1.0 MI) EAST FROM FOUNTAIN.
 JC1098'1.6 KILOMETERS (1.0 MILES) ALONG THE TOP OF THE SOUTH LEVEE FROM THE
 JC1098'JUNCTION OF THE MISSOURI PACIFIC RAILROAD IN FOUNTAIN TO THE MARK ON
 JC1098'THE RIGHT, 3.84 METERS (12.5 FEET) SOUTHEAST OF THE CENTER OF THE
 JC1098'LEVEE ROAD, 0.46 METERS (1.5 FEET) NORTHEAST OF A METAL WITNESS POST.
 JC1098'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 JC1098'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1057 ***********************************************************************
 JC1057  DESIGNATION -  B 288
 JC1057  PID         -  JC1057
 JC1057  STATE/COUNTY-  IL/RANDOLPH
 JC1057  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1057
 JC1057                         *CURRENT SURVEY CONTROL
 JC1057  ___________________________________________________________________
 JC1057* NAD 83(1986)-  38 03 20.     (N)    090 06 28.     (W)     SCALED    
 JC1057* NAVD 88     -       123.457  (meters)     405.04   (feet)  ADJUSTED  
 JC1057  ___________________________________________________________________
 JC1057  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 JC1057  DYNAMIC HT  -         123.374 (meters)     404.77  (feet)  COMP
 JC1057  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 JC1057
 JC1057  VERT ORDER  -  FIRST     CLASS II
 JC1057
 JC1057.The horizontal coordinates were scaled from a topographic map and have
 JC1057.an estimated accuracy of +/- 6 seconds.
 JC1057
 JC1057.The orthometric height was determined by differential leveling
 JC1057.and adjusted by the National Geodetic Survey in June 1991..
 JC1057
 JC1057.The geoid height was determined by GEOID03.
 JC1057
 JC1057.The dynamic height is computed by dividing the NAVD 88
 JC1057.geopotential number by the normal gravity value computed on the
 JC1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1057.degrees latitude (g = 980.6199 gals.).
 JC1057
 JC1057.The modeled gravity was interpolated from observed gravity values.
 JC1057
 JC1057;                    North         East    Units  Estimated Accuracy
 JC1057;SPC IL W     -   154,140.      705,170.      MT  (+/- 180 meters Scaled)
 JC1057
 JC1057                          SUPERSEDED SURVEY CONTROL
 JC1057
 JC1057  NGVD 29 (??/??/??)  123.398  (m)          404.85   (f) ADJUSTED    1 2
 JC1057
 JC1057.Superseded values are not recommended for survey control.
 JC1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1057.See file dsdata.txt to determine how the superseded data were derived.
 JC1057
 JC1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC537159(NAD 83)
 JC1057_MARKER: I = METAL ROD
 JC1057_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1057_SP_SET: STAINLESS STEEL ROD
 JC1057_STAMPING: B 288 1981
 JC1057_MARK LOGO: NGS   
 JC1057_PROJECTION: FLUSH
 JC1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1057_ROD/PIPE-DEPTH: 9.80 meters
 JC1057
 JC1057  HISTORY     - Date     Condition        Report By
 JC1057  HISTORY     - 1981     MONUMENTED       NGS
 JC1057
 JC1057                          STATION DESCRIPTION
 JC1057
 JC1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1057'2.95 KM (1.85 MI) SOUTH FROM PRAIRIE DU ROCHER.
 JC1057'2.95 KILOMETERS (1.85 MILES) SOUTH ALONG THE SOUTH MAIN LEVEE FROM THE
 JC1057'INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER TO THE MARK ON
 JC1057'THE LEFT, 3.97 METERS (13.0 FEET) EAST OF THE CENTER OF THE LEVEE ROAD
 JC1057'AND 0.46 METER (1.5 FEET) SOUTH OF A METAL WITNESS POST.
 JC1057'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 JC1057'THE MARK IS 0.15 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1401 ***********************************************************************
 HB1401  DESIGNATION -  B 289
 HB1401  PID         -  HB1401
 HB1401  STATE/COUNTY-  IL/RANDOLPH
 HB1401  USGS QUAD   -  CHESTER (1993)
 HB1401
 HB1401                         *CURRENT SURVEY CONTROL
 HB1401  ___________________________________________________________________
 HB1401* NAD 83(1986)-  37 55 38.     (N)    089 51 53.     (W)     SCALED    
 HB1401* NAVD 88     -       117.311  (meters)     384.88   (feet)  ADJUSTED  
 HB1401  ___________________________________________________________________
 HB1401  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HB1401  DYNAMIC HT  -         117.230 (meters)     384.61  (feet)  COMP
 HB1401  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 HB1401
 HB1401  VERT ORDER  -  FIRST     CLASS II
 HB1401
 HB1401.The horizontal coordinates were scaled from a topographic map and have
 HB1401.an estimated accuracy of +/- 6 seconds.
 HB1401
 HB1401.The orthometric height was determined by differential leveling
 HB1401.and adjusted by the National Geodetic Survey in June 1991..
 HB1401
 HB1401.The geoid height was determined by GEOID03.
 HB1401
 HB1401.The dynamic height is computed by dividing the NAVD 88
 HB1401.geopotential number by the normal gravity value computed on the
 HB1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1401.degrees latitude (g = 980.6199 gals.).
 HB1401
 HB1401.The modeled gravity was interpolated from observed gravity values.
 HB1401
 HB1401;                    North         East    Units  Estimated Accuracy
 HB1401;SPC IL W     -   139,940.      726,550.      MT  (+/- 180 meters Scaled)
 HB1401
 HB1401                          SUPERSEDED SURVEY CONTROL
 HB1401
 HB1401  NGVD 29 (??/??/??)  117.244  (m)          384.66   (f) ADJUSTED    1 2
 HB1401
 HB1401.Superseded values are not recommended for survey control.
 HB1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1401.See file dsdata.txt to determine how the superseded data were derived.
 HB1401
 HB1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH482016(NAD 83)
 HB1401_MARKER: I = METAL ROD
 HB1401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1401_SP_SET: STAINLESS STEEL ROD
 HB1401_STAMPING: B 289 1981
 HB1401_MARK LOGO: NGS   
 HB1401_PROJECTION: FLUSH
 HB1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1401_ROD/PIPE-DEPTH: 9.80 meters
 HB1401
 HB1401  HISTORY     - Date     Condition        Report By
 HB1401  HISTORY     - 1981     MONUMENTED       NGS
 HB1401
 HB1401                          STATION DESCRIPTION
 HB1401
 HB1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1401'5.0 KM (3.1 MI) SE FROM FORT GAGE.
 HB1401'5.0 KILOMETERS (3.1 MILES) SOUTHEAST ALONG REILY LAKE ROAD FROM THE
 HB1401'JUNCTION OF A PAVED ROAD NUMBER 16.00E PARALELLING THE MISSOURI
 HB1401'PACIFIC RAILROAD TO THE MARK ON THE RIGHT, ALSO 3.95 KILOMETERS (2.45
 HB1401'MILES)NORTHWEST ALONG REILY LAKE ROAD FROM THE STATE HIGHWAY 150
 HB1401'OVERPASS BRIDGE OVER THE MISSISSIPPI RIVER AT CHESTER TO THE MARK,
 HB1401'22.10 METERS (72.5 FEET) SOUTHWEST OF THE CENTER OF REILY LAKE ROAD,
 HB1401'5.80 METERS (19.0 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE
 HB1401'NORTHEAST SET OF TRACKS AND 0.36 METER (1.2 FEET) NORTHWEST OF A POWER
 HB1401'POLE.
 HB1401'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 HB1401'THE MARK IS 1.80 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1364 ***********************************************************************
 HB1364  DESIGNATION -  B 290
 HB1364  PID         -  HB1364
 HB1364  STATE/COUNTY-  IL/JACKSON
 HB1364  USGS QUAD   -  CARBONDALE (1996)
 HB1364
 HB1364                         *CURRENT SURVEY CONTROL
 HB1364  ___________________________________________________________________
 HB1364* NAD 83(1986)-  37 43 36.     (N)    089 13 07.     (W)     SCALED    
 HB1364* NAVD 88     -       131.836  (meters)     432.53   (feet)  ADJUSTED  
 HB1364  ___________________________________________________________________
 HB1364  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB1364  DYNAMIC HT  -         131.745 (meters)     432.23  (feet)  COMP
 HB1364  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 HB1364
 HB1364  VERT ORDER  -  FIRST     CLASS II
 HB1364
 HB1364.The horizontal coordinates were scaled from a topographic map and have
 HB1364.an estimated accuracy of +/- 6 seconds.
 HB1364
 HB1364.The orthometric height was determined by differential leveling
 HB1364.and adjusted by the National Geodetic Survey in June 1991..
 HB1364
 HB1364.The geoid height was determined by GEOID03.
 HB1364
 HB1364.The dynamic height is computed by dividing the NAVD 88
 HB1364.geopotential number by the normal gravity value computed on the
 HB1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1364.degrees latitude (g = 980.6199 gals.).
 HB1364
 HB1364.The modeled gravity was interpolated from observed gravity values.
 HB1364
 HB1364;                    North         East    Units  Estimated Accuracy
 HB1364;SPC IL W     -   118,060.      783,570.      MT  (+/- 180 meters Scaled)
 HB1364
 HB1364                          SUPERSEDED SURVEY CONTROL
 HB1364
 HB1364  NGVD 29 (??/??/??)  131.761  (m)          432.29   (f) ADJUSTED    1 2
 HB1364
 HB1364.Superseded values are not recommended for survey control.
 HB1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1364.See file dsdata.txt to determine how the superseded data were derived.
 HB1364
 HB1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG044778(NAD 83)
 HB1364_MARKER: I = METAL ROD
 HB1364_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1364_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1364_STAMPING: B 290 1981
 HB1364_MARK LOGO: NGS   
 HB1364_PROJECTION: FLUSH
 HB1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1364+STABILITY: POSITION/ELEVATION WELL
 HB1364_ROD/PIPE-DEPTH: 7.92 meters
 HB1364_SLEEVE-DEPTH  : 6.1 meters
 HB1364
 HB1364  HISTORY     - Date     Condition        Report By
 HB1364  HISTORY     - 1981     MONUMENTED       NGS
 HB1364
 HB1364                          STATION DESCRIPTION
 HB1364
 HB1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1364'IN CARBONDALE.
 HB1364'IN CARBONDALE, AT THE SOUTHWEST ANGLE OF STATE HIGHWAY 13 AND 51 AT
 HB1364'THE NUTRITION HEADQUARTERS BUILDING WHICH WAS FORMERLY THE U.S. POST
 HB1364'OFFICE, 8.53 METERS (28.0 FEET) WEST OF THE WEST CURB OF STATE HIGHWAY
 HB1364'51 SOUTH, 6.70 METERS (22.0 FEET) NORTH OF THE NORTHWEST CORNER OF THE
 HB1364'BUILDING, 5.79 METERS (19.0 FEET) SOUTH OF THE EAST CURB OF STATE
 HB1364'HIGHWAY 13.
 HB1364'THE MARK IS 0.46 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1361 ***********************************************************************
 HB1361  DESIGNATION -  B 291
 HB1361  PID         -  HB1361
 HB1361  STATE/COUNTY-  IL/JACKSON
 HB1361  USGS QUAD   -  CARBONDALE (1996)
 HB1361
 HB1361                         *CURRENT SURVEY CONTROL
 HB1361  ___________________________________________________________________
 HB1361* NAD 83(1986)-  37 43 50.     (N)    089 14 36.     (W)     SCALED    
 HB1361* NAVD 88     -       123.496  (meters)     405.17   (feet)  ADJUSTED  
 HB1361  ___________________________________________________________________
 HB1361  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB1361  DYNAMIC HT  -         123.410 (meters)     404.89  (feet)  COMP
 HB1361  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 HB1361
 HB1361  VERT ORDER  -  FIRST     CLASS II
 HB1361
 HB1361.The horizontal coordinates were scaled from a topographic map and have
 HB1361.an estimated accuracy of +/- 6 seconds.
 HB1361
 HB1361.The orthometric height was determined by differential leveling
 HB1361.and adjusted by the National Geodetic Survey in June 1991..
 HB1361
 HB1361.The geoid height was determined by GEOID03.
 HB1361
 HB1361.The dynamic height is computed by dividing the NAVD 88
 HB1361.geopotential number by the normal gravity value computed on the
 HB1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1361.degrees latitude (g = 980.6199 gals.).
 HB1361
 HB1361.The modeled gravity was interpolated from observed gravity values.
 HB1361
 HB1361;                    North         East    Units  Estimated Accuracy
 HB1361;SPC IL W     -   118,470.      781,390.      MT  (+/- 180 meters Scaled)
 HB1361
 HB1361                          SUPERSEDED SURVEY CONTROL
 HB1361
 HB1361  NGVD 29 (??/??/??)  123.420  (m)          404.92   (f) ADJUSTED    1 2
 HB1361
 HB1361.Superseded values are not recommended for survey control.
 HB1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1361.See file dsdata.txt to determine how the superseded data were derived.
 HB1361
 HB1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG023782(NAD 83)
 HB1361_MARKER: DB = BENCH MARK DISK
 HB1361_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1361_SP_SET: BRIDGE ABUTMENT
 HB1361_STAMPING: B 291 1981
 HB1361_MARK LOGO: NGS   
 HB1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1361
 HB1361  HISTORY     - Date     Condition        Report By
 HB1361  HISTORY     - 1981     MONUMENTED       NGS
 HB1361
 HB1361                          STATION DESCRIPTION
 HB1361
 HB1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1361'2.4 KM (1.5 MI) WNW FROM CARBONDALE.
 HB1361'2.4 KILOMETERS (1.5 MILES) WEST-NORTHWEST ALONG WEST MAIN STREET
 HB1361'(STATE HIGHWAY 13) FROM THE INTERSECTION OF NORTH ILLINOIS STREET
 HB1361'(STATE HIGHWAY 51) IN CARBONDALE, TO THE MARK ON THE RIGHT, IN TOP OF
 HB1361'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE HIGHWAY 13 BRIDGE
 HB1361'OVER CRAB ORCHARD CREEK, 6.55 METERS (21.5 FEET) NORTHEAST OF THE
 HB1361'NORTHWEST BOUND LANE OF THE HIGHWAY.
 HB1361'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1334 ***********************************************************************
 HB1334  DESIGNATION -  B 292
 HB1334  PID         -  HB1334
 HB1334  STATE/COUNTY-  IL/JACKSON
 HB1334  USGS QUAD   -  GORHAM (1994)
 HB1334
 HB1334                         *CURRENT SURVEY CONTROL
 HB1334  ___________________________________________________________________
 HB1334* NAD 83(1986)-  37 40 05.     (N)    089 28 53.     (W)     SCALED    
 HB1334* NAVD 88     -       116.761  (meters)     383.07   (feet)  ADJUSTED  
 HB1334  ___________________________________________________________________
 HB1334  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 HB1334  DYNAMIC HT  -         116.679 (meters)     382.80  (feet)  COMP
 HB1334  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 HB1334
 HB1334  VERT ORDER  -  FIRST     CLASS II
 HB1334
 HB1334.The horizontal coordinates were scaled from a topographic map and have
 HB1334.an estimated accuracy of +/- 6 seconds.
 HB1334
 HB1334.The orthometric height was determined by differential leveling
 HB1334.and adjusted by the National Geodetic Survey in June 1991..
 HB1334
 HB1334.The geoid height was determined by GEOID03.
 HB1334
 HB1334.The dynamic height is computed by dividing the NAVD 88
 HB1334.geopotential number by the normal gravity value computed on the
 HB1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1334.degrees latitude (g = 980.6199 gals.).
 HB1334
 HB1334.The modeled gravity was interpolated from observed gravity values.
 HB1334
 HB1334;                    North         East    Units  Estimated Accuracy
 HB1334;SPC IL W     -   111,350.      760,460.      MT  (+/- 180 meters Scaled)
 HB1334
 HB1334                          SUPERSEDED SURVEY CONTROL
 HB1334
 HB1334  NGVD 29 (??/??/??)  116.675  (m)          382.79   (f) ADJUSTED    1 2
 HB1334
 HB1334.Superseded values are not recommended for survey control.
 HB1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1334.See file dsdata.txt to determine how the superseded data were derived.
 HB1334
 HB1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG811718(NAD 83)
 HB1334_MARKER: I = METAL ROD
 HB1334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1334_SP_SET: STAINLESS STEEL ROD
 HB1334_STAMPING: B 292 1981
 HB1334_MARK LOGO: NGS   
 HB1334_PROJECTION: FLUSH
 HB1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1334_ROD/PIPE-DEPTH: 9.8  meters
 HB1334
 HB1334  HISTORY     - Date     Condition        Report By
 HB1334  HISTORY     - 1981     MONUMENTED       NGS
 HB1334
 HB1334                          STATION DESCRIPTION
 HB1334
 HB1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1334'5.9 KM (3.7 MI) SE FROM GORHAM.
 HB1334'2.3 KILOMETERS (1.45 MILES) SOUTHEAST ALONG COUNTY ROAD 9 FROM THE
 HB1334'POST OFFICE IN GORHAM, THENCE 3.6 KILOMETERS (2.25 MILES) SOUTH ALONG
 HB1334'STATE HIGHWAY 3 TO POWER POLE NO. 131 AND THE MARK ON THE RIGHT,
 HB1334'11.89 METERS (39.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 HB1334'9.76 METERS (32.0 FEET) NORTHWEST OF WEST ONE OF TWO SUPPORTS FOR NO
 HB1334'PASSING ZONE SIGN, 6.25 METERS (20.5 FEET) EAST OF POWER POLE NO. 131.
 HB1334'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1334'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1593 ***********************************************************************
 JB1593  FBN         -  This is a Federal Base Network Control Station.
 JB1593  DESIGNATION -  B 294
 JB1593  PID         -  JB1593
 JB1593  STATE/COUNTY-  IL/CLAY
 JB1593  USGS QUAD   -  XENIA NE (1979)
 JB1593
 JB1593                         *CURRENT SURVEY CONTROL
 JB1593  ___________________________________________________________________
 JB1593* NAD 83(1997)-  38 38 51.84403(N)    088 36 59.67652(W)     ADJUSTED  
 JB1593* NAVD 88     -       157.528  (meters)     516.82   (feet)  ADJUSTED  
 JB1593  ___________________________________________________________________
 JB1593  X           -     120,423.616 (meters)                     COMP
 JB1593  Y           -  -4,986,488.651 (meters)                     COMP
 JB1593  Z           -   3,961,929.654 (meters)                     COMP
 JB1593  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 JB1593  ELLIP HEIGHT-         126.44  (meters)          (09/15/03) GPS OBS
 JB1593  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JB1593  DYNAMIC HT  -         157.429 (meters)     516.50  (feet)  COMP
 JB1593  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 JB1593
 JB1593  HORZ ORDER  -  B
 JB1593  VERT ORDER  -  FIRST     CLASS II
 JB1593  ELLP ORDER  -  FOURTH    CLASS I
 JB1593
 JB1593.The horizontal coordinates were established by GPS observations
 JB1593.and adjusted by the National Geodetic Survey in July 1998..
 JB1593
 JB1593.The orthometric height was determined by differential leveling
 JB1593.and adjusted by the National Geodetic Survey in June 1991..
 JB1593
 JB1593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1593
 JB1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1593
 JB1593.The ellipsoidal height was determined by GPS observations
 JB1593.and is referenced to NAD 83.
 JB1593
 JB1593.The geoid height was determined by GEOID03.
 JB1593
 JB1593.The dynamic height is computed by dividing the NAVD 88
 JB1593.geopotential number by the normal gravity value computed on the
 JB1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1593.degrees latitude (g = 980.6199 gals.).
 JB1593
 JB1593.The modeled gravity was interpolated from observed gravity values.
 JB1593
 JB1593;                    North         East     Units Scale Factor Converg.
 JB1593;SPC IL E     -   219,911.337   275,343.032   MT  0.99998248   -0 10 36.8
 JB1593;SPC IL E     -   721,492.44    903,354.60   sFT  0.99998248   -0 10 36.8
 JB1593;UTM  16      - 4,278,926.096   359,322.184   MT  0.99984371   -1 00 35.2
 JB1593
 JB1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1593!SPC IL E     -   0.99998016  x   0.99998248  =   0.99996264
 JB1593!UTM  16      -   0.99998016  x   0.99984371  =   0.99982387
 JB1593
 JB1593                          SUPERSEDED SURVEY CONTROL
 JB1593
 JB1593  ELLIP H (07/17/98)  126.43   (m)                       GP(       ) 4 1
 JB1593  NAVD 88 (07/17/98)  157.53   (m)          516.8    (f) LEVELING    3  
 JB1593
 JB1593.Superseded values are not recommended for survey control.
 JB1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1593.See file dsdata.txt to determine how the superseded data were derived.
 JB1593
 JB1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5932278926(NAD 83)
 JB1593_MARKER: I = METAL ROD
 JB1593_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB1593_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB1593_STAMPING: B 294 1986
 JB1593_MARK LOGO: NGS   
 JB1593_PROJECTION: RECESSED 2 CENTIMETERS
 JB1593_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JB1593+STABILITY: POSITION/ELEVATION WELL
 JB1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1593+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 JB1593_ROD/PIPE-DEPTH: 4.60 meters
 JB1593_SLEEVE-DEPTH  : 3.00 meters
 JB1593
 JB1593  HISTORY     - Date     Condition        Report By
 JB1593  HISTORY     - 1986     MONUMENTED       NGS
 JB1593  HISTORY     - 19970227 GOOD             NGS
 JB1593  HISTORY     - 19990927 GOOD             ILDT
 JB1593  HISTORY     - 20020812 GOOD             NGS
 JB1593  HISTORY     - 20040630 GOOD             NGS
 JB1593
 JB1593                          STATION DESCRIPTION
 JB1593
 JB1593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1593'11.7 KM (7.3 MI) WEST FROM FLORA.
 JB1593'11.7 KM (7.25 MI) WESTERLY ALONG OLD U.S. HIGHWAY 50 FROM ITS JUNCTION
 JB1593'WITH STATE STREET IN FLORA, 12.0 M (39.4 FT) SOUTH OF THE CENTERLINE
 JB1593'OF THE HIGHWAY, 8.3 M (27.2 FT) WEST OF THE CENTER OF A GATE AND FIELD
 JB1593'ENTRANCE, 6.3 M (20.7 FT) WEST OF THE EXTENDED CENTER OF COUNTY ROAD
 JB1593'425 E, AND 4.6 M (15.1 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.
 JB1593'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1593'THE MARK IS 2.6 METERS  N FROM  A WITNESS POST AND FENCE
 JB1593'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 JB1593
 JB1593                          STATION RECOVERY (1997)
 JB1593
 JB1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JB1593'THE STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTHEAST OF THE CENTER
 JB1593'OF XENIA.  TO REACH FROM THE POINT WHERE U.S. HIGHWAY 50 MAKES A TURN
 JB1593'TO THE WEST ON THE NORTH EDGE OF ZENIA, PROCEED EAST ON OLD U.S.
 JB1593'HIGHWAY 50 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT, NEAR THE
 JB1593'T-INTERSECTION WITH COUNTY ROAD 425E WHICH LEADS NORTH.  IT IS 12.0 M
 JB1593'(39.4 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 8.3 M (27.2 FT) WEST OF
 JB1593'THE CENTER OF A GATE AND FIELD ENTRANCE, 6.3 M (20.7 FT) WEST OF THE
 JB1593'EXTENDED CENTER OF COUNTY ROAD 425E, 4.6 M (15.1 FT) SOUTH-SOUTHEAST
 JB1593'OF A UTILITY POLE, AND 2.6 M (8.5 FT) NORTH OF A FENCE AND FIBERGLASS
 JB1593'WITNESS POST.
 JB1593
 JB1593                          STATION RECOVERY (1999)
 JB1593
 JB1593'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JB1593'RECOVERED AS DESCRIBED
 JB1593'
 JB1593
 JB1593                          STATION RECOVERY (2002)
 JB1593
 JB1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BR)
 JB1593'RECOVERED AS DESCRIBED
 JB1593'
 JB1593
 JB1593                          STATION RECOVERY (2004)
 JB1593
 JB1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RA)
 JB1593'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1662 ***********************************************************************
 JA1662  DESIGNATION -  B 295
 JA1662  PID         -  JA1662
 JA1662  STATE/COUNTY-  IL/LAWRENCE
 JA1662  USGS QUAD   -  CLAREMONT (1968)
 JA1662
 JA1662                         *CURRENT SURVEY CONTROL
 JA1662  ___________________________________________________________________
 JA1662* NAD 83(1986)-  38 43 03.     (N)    087 54 31.     (W)     SCALED    
 JA1662* NAVD 88     -       150.923  (meters)     495.15   (feet)  ADJUSTED  
 JA1662  ___________________________________________________________________
 JA1662  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JA1662  DYNAMIC HT  -         150.830 (meters)     494.85  (feet)  COMP
 JA1662  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JA1662
 JA1662  VERT ORDER  -  FIRST     CLASS II
 JA1662
 JA1662.The horizontal coordinates were scaled from a topographic map and have
 JA1662.an estimated accuracy of +/- 6 seconds.
 JA1662
 JA1662.The orthometric height was determined by differential leveling
 JA1662.and adjusted by the National Geodetic Survey in June 1991..
 JA1662
 JA1662.The geoid height was determined by GEOID03.
 JA1662
 JA1662.The dynamic height is computed by dividing the NAVD 88
 JA1662.geopotential number by the normal gravity value computed on the
 JA1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1662.degrees latitude (g = 980.6199 gals.).
 JA1662
 JA1662.The modeled gravity was interpolated from observed gravity values.
 JA1662
 JA1662;                    North         East    Units  Estimated Accuracy
 JA1662;SPC IL E     -   227,700.      336,940.      MT  (+/- 180 meters Scaled)
 JA1662
 JA1662                          SUPERSEDED SURVEY CONTROL
 JA1662
 JA1662.No superseded survey control is available for this station.
 JA1662
 JA1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH210858(NAD 83)
 JA1662_MARKER: I = METAL ROD
 JA1662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1662_SP_SET: STAINLESS STEEL ROD
 JA1662_STAMPING: B 295 1986
 JA1662_MARK LOGO: NGS   
 JA1662_PROJECTION: FLUSH
 JA1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1662_ROD/PIPE-DEPTH: 4.6  meters
 JA1662
 JA1662  HISTORY     - Date     Condition        Report By
 JA1662  HISTORY     - 1986     MONUMENTED       NGS
 JA1662
 JA1662                          STATION DESCRIPTION
 JA1662
 JA1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1662'16.2 KM (10.05 MI) EAST FROM OLNEY.
 JA1662'16.2 KM (10.05 MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS
 JA1662'JUNCTION WITH STATE HIGHWAY 130 IN OLNEY, 88.4 M (290.0 FT) SOUTH OF
 JA1662'THE NEAR RAIL, 13.7 M (44.9 FT) NORTH OF THE EXTENDED CENTER OF COUNTY
 JA1662'ROAD 2100 E, AND 0.9 M (3.0 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS
 JA1662'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1662'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JA1662'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD 2100 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1606 ***********************************************************************
 JB1606  DESIGNATION -  B 296
 JB1606  PID         -  JB1606
 JB1606  STATE/COUNTY-  IL/MARION
 JB1606  USGS QUAD   -  SALEM NORTH (1978)
 JB1606
 JB1606                         *CURRENT SURVEY CONTROL
 JB1606  ___________________________________________________________________
 JB1606* NAD 83(1986)-  38 37 40.     (N)    088 52 59.     (W)     SCALED    
 JB1606* NAVD 88     -       157.515  (meters)     516.78   (feet)  ADJUSTED  
 JB1606  ___________________________________________________________________
 JB1606  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JB1606  DYNAMIC HT  -         157.414 (meters)     516.45  (feet)  COMP
 JB1606  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 JB1606
 JB1606  VERT ORDER  -  FIRST     CLASS II
 JB1606
 JB1606.The horizontal coordinates were scaled from a topographic map and have
 JB1606.an estimated accuracy of +/- 6 seconds.
 JB1606
 JB1606.The orthometric height was determined by differential leveling
 JB1606.and adjusted by the National Geodetic Survey in June 1991..
 JB1606
 JB1606.The geoid height was determined by GEOID03.
 JB1606
 JB1606.The dynamic height is computed by dividing the NAVD 88
 JB1606.geopotential number by the normal gravity value computed on the
 JB1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1606.degrees latitude (g = 980.6199 gals.).
 JB1606
 JB1606.The modeled gravity was interpolated from observed gravity values.
 JB1606
 JB1606;                    North         East    Units  Estimated Accuracy
 JB1606;SPC IL E     -   217,800.      252,130.      MT  (+/- 180 meters Scaled)
 JB1606
 JB1606                          SUPERSEDED SURVEY CONTROL
 JB1606
 JB1606.No superseded survey control is available for this station.
 JB1606
 JB1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH360771(NAD 83)
 JB1606_MARKER: I = METAL ROD
 JB1606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1606_SP_SET: STAINLESS STEEL ROD
 JB1606_STAMPING: B 296 1986
 JB1606_MARK LOGO: NGS   
 JB1606_PROJECTION: FLUSH
 JB1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1606_ROD/PIPE-DEPTH: 6.4  meters
 JB1606
 JB1606  HISTORY     - Date     Condition        Report By
 JB1606  HISTORY     - 1986     MONUMENTED       NGS
 JB1606
 JB1606                          STATION DESCRIPTION
 JB1606
 JB1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1606'5.5 KM (3.4 MI) EAST FROM SALEM.
 JB1606'5.5 KM (3.4 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 JB1606'SALEM, 56.4 M (185.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.9 M
 JB1606'(16.1 FT) EAST OF THE CENTER OF COUNTY ROAD 1400 E, AND 3.8 M (12.5
 JB1606'FT) SOUTH OF A LONE EVERGREEN TREE IN A FENCELINE.  NOTE--ACCESS TO
 JB1606'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1606'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JB1606'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1678 ***********************************************************************
 LC1678  DESIGNATION -  B 297
 LC1678  PID         -  LC1678
 LC1678  STATE/COUNTY-  IL/DE WITT
 LC1678  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC1678
 LC1678                         *CURRENT SURVEY CONTROL
 LC1678  ___________________________________________________________________
 LC1678* NAD 83(1986)-  40 18 44.     (N)    088 42 04.     (W)     SCALED    
 LC1678* NAVD 88     -       229.980  (meters)     754.53   (feet)  ADJUSTED  
 LC1678  ___________________________________________________________________
 LC1678  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC1678  DYNAMIC HT  -         229.870 (meters)     754.17  (feet)  COMP
 LC1678  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 LC1678
 LC1678  VERT ORDER  -  FIRST     CLASS II
 LC1678
 LC1678.The horizontal coordinates were scaled from a topographic map and have
 LC1678.an estimated accuracy of +/- 6 seconds.
 LC1678
 LC1678.The orthometric height was determined by differential leveling
 LC1678.and adjusted by the National Geodetic Survey in June 1991..
 LC1678
 LC1678.The geoid height was determined by GEOID03.
 LC1678
 LC1678.The dynamic height is computed by dividing the NAVD 88
 LC1678.geopotential number by the normal gravity value computed on the
 LC1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1678.degrees latitude (g = 980.6199 gals.).
 LC1678
 LC1678.The modeled gravity was interpolated from observed gravity values.
 LC1678
 LC1678;                    North         East    Units  Estimated Accuracy
 LC1678;SPC IL E     -   404,730.      268,740.      MT  (+/- 180 meters Scaled)
 LC1678
 LC1678                          SUPERSEDED SURVEY CONTROL
 LC1678
 LC1678.No superseded survey control is available for this station.
 LC1678
 LC1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK554638(NAD 83)
 LC1678_MARKER: I = METAL ROD
 LC1678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1678_SP_SET: STAINLESS STEEL ROD
 LC1678_STAMPING: B 297 1986
 LC1678_MARK LOGO: NGS   
 LC1678_PROJECTION: FLUSH
 LC1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1678_ROD/PIPE-DEPTH: 8.5  meters
 LC1678
 LC1678  HISTORY     - Date     Condition        Report By
 LC1678  HISTORY     - 1986     MONUMENTED       NGS
 LC1678
 LC1678                          STATION DESCRIPTION
 LC1678
 LC1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1678'8.8 KM (5.45 MI) NW FROM FARMER CITY.
 LC1678'8.8 KM (5.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 150 FROM ITS
 LC1678'JUNCTION WITH STATE HIGHWAY 54 IN FARMER CITY, 0.2 KM (0.1 MI)
 LC1678'NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 136, 10.8 M (35.4 FT)
 LC1678'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT)
 LC1678'NORTHWEST OF UTILITY POLE NUMBER 48 28 29 30.  NOTE--ACCESS TO DATUM
 LC1678'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LC1678'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LC1678'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1597 ***********************************************************************
 JB1597  DESIGNATION -  B 298
 JB1597  PID         -  JB1597
 JB1597  STATE/COUNTY-  IL/CLAY
 JB1597  USGS QUAD   -  XENIA (1978)
 JB1597
 JB1597                         *CURRENT SURVEY CONTROL
 JB1597  ___________________________________________________________________
 JB1597* NAD 83(1986)-  38 38 10.     (N)    088 40 56.     (W)     SCALED    
 JB1597* NAVD 88     -       162.289  (meters)     532.44   (feet)  ADJUSTED  
 JB1597  ___________________________________________________________________
 JB1597  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JB1597  DYNAMIC HT  -         162.187 (meters)     532.11  (feet)  COMP
 JB1597  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JB1597
 JB1597  VERT ORDER  -  FIRST     CLASS II
 JB1597
 JB1597.The horizontal coordinates were scaled from a topographic map and have
 JB1597.an estimated accuracy of +/- 6 seconds.
 JB1597
 JB1597.The orthometric height was determined by differential leveling
 JB1597.and adjusted by the National Geodetic Survey in June 1991..
 JB1597
 JB1597.The geoid height was determined by GEOID03.
 JB1597
 JB1597.The dynamic height is computed by dividing the NAVD 88
 JB1597.geopotential number by the normal gravity value computed on the
 JB1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1597.degrees latitude (g = 980.6199 gals.).
 JB1597
 JB1597.The modeled gravity was interpolated from observed gravity values.
 JB1597
 JB1597;                    North         East    Units  Estimated Accuracy
 JB1597;SPC IL E     -   218,640.      269,620.      MT  (+/- 180 meters Scaled)
 JB1597
 JB1597                          SUPERSEDED SURVEY CONTROL
 JB1597
 JB1597.No superseded survey control is available for this station.
 JB1597
 JB1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH535777(NAD 83)
 JB1597_MARKER: I = METAL ROD
 JB1597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1597_SP_SET: STAINLESS STEEL ROD
 JB1597_STAMPING: B 298 1986
 JB1597_MARK LOGO: NGS   
 JB1597_PROJECTION: FLUSH
 JB1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1597_ROD/PIPE-DEPTH: 5.8  meters
 JB1597
 JB1597  HISTORY     - Date     Condition        Report By
 JB1597  HISTORY     - 1986     MONUMENTED       NGS
 JB1597
 JB1597                          STATION DESCRIPTION
 JB1597
 JB1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1597'17.7 KM (11.0 MI) WEST FROM FLORA.
 JB1597'17.7 KM (11.0 MI) WESTERLY ALONG OLD U.S. HIGHWAY 50 AND U.S. HIGHWAY
 JB1597'50 FROM ITS JUNCTION WITH STATE STREET IN FLORA, 11.4 M (37.4 FT)
 JB1597'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) NORTHEAST
 JB1597'OF THE EXTENDED CENTER OF A DRIVEWAY LEADING SOUTH TO THE FRAN LAWSON
 JB1597'RESIDENCE, AND 4.1 M (13.5 FT) NORTH-NORTHEAST OF UTILITY PEDESTAL
 JB1597'NUMBER A03 A04.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JB1597'LOGO CAP.
 JB1597'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JB1597'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0118 ***********************************************************************
 JB0118  DESIGNATION -  B 3
 JB0118  PID         -  JB0118
 JB0118  STATE/COUNTY-  IL/RICHLAND
 JB0118  USGS QUAD   -  DUNDAS (1985)
 JB0118
 JB0118                         *CURRENT SURVEY CONTROL
 JB0118  ___________________________________________________________________
 JB0118* NAD 83(1986)-  38 46 18.     (N)    088 05 12.     (W)     SCALED    
 JB0118* NAVD 88     -       141.696  (meters)     464.88   (feet)  ADJUSTED  
 JB0118  ___________________________________________________________________
 JB0118  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JB0118  DYNAMIC HT  -         141.610 (meters)     464.60  (feet)  COMP
 JB0118  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 JB0118
 JB0118  VERT ORDER  -  FIRST     CLASS II
 JB0118
 JB0118.The horizontal coordinates were scaled from a topographic map and have
 JB0118.an estimated accuracy of +/- 6 seconds.
 JB0118
 JB0118.The orthometric height was determined by differential leveling
 JB0118.and adjusted by the National Geodetic Survey in June 1991..
 JB0118
 JB0118.The geoid height was determined by GEOID03.
 JB0118
 JB0118.The dynamic height is computed by dividing the NAVD 88
 JB0118.geopotential number by the normal gravity value computed on the
 JB0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0118.degrees latitude (g = 980.6199 gals.).
 JB0118
 JB0118.The modeled gravity was interpolated from observed gravity values.
 JB0118
 JB0118;                    North         East    Units  Estimated Accuracy
 JB0118;SPC IL E     -   233,660.      321,440.      MT  (+/- 180 meters Scaled)
 JB0118
 JB0118                          SUPERSEDED SURVEY CONTROL
 JB0118
 JB0118  NGVD 29 (??/??/92)  141.79   (m)          465.2    (f) COMPUTED    1 2
 JB0118
 JB0118.Superseded values are not recommended for survey control.
 JB0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0118.See file dsdata.txt to determine how the superseded data were derived.
 JB0118
 JB0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH056919(NAD 83)
 JB0118_MARKER: P = PIPE CAP
 JB0118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0118
 JB0118  HISTORY     - Date     Condition        Report By
 JB0118  HISTORY     - UNK      MONUMENTED       USGS
 JB0118  HISTORY     - 1949     GOOD             NGS
 JB0118  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0118
 JB0118                          STATION DESCRIPTION
 JB0118
 JB0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0118'2.9 MI N FROM OLNEY.
 JB0118'2.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0118'STATION AT OLNEY, ABOUT 4.25 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 JB0118'RAILROAD FROM THE STATION AT DUNDAS, ABOUT 0.15 MILE SOUTH OF
 JB0118'MILE POST P 176, AT A ROAD CROSSING, 105 FEET WEST OF THE WEST
 JB0118'RAIL, 30 FEET WEST OF THE FIRST POWER POLE NORTH OF THE ROAD, 27 FEET
 JB0118'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHWEST OF A FENCE
 JB0118'CORNER, 2 FEET NORTH OF A EAST-WEST FENCE LINE, 2 FEET EAST OF
 JB0118'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A IRON PIPE
 JB0118'PROJECTING 7 INCHES.  NOTE-- A DITCH HAS BEEN DUG ON THE NORTH
 JB0118'SIDE OF ROAD AND THE FENCE IS ABOUT FIVE FEET BACK OF ITS
 JB0118'ORIGINAL LOCATION.
 JB0118
 JB0118                          STATION RECOVERY (1983)
 JB0118
 JB0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3236 ***********************************************************************
 ME3236  DESIGNATION -  B 3
 ME3236  PID         -  ME3236
 ME3236  STATE/COUNTY-  IL/DU PAGE
 ME3236  USGS QUAD   -  ELMHURST (1997)
 ME3236
 ME3236                         *CURRENT SURVEY CONTROL
 ME3236  ___________________________________________________________________
 ME3236* NAD 83(1997)-  41 58 26.25781(N)    087 56 16.08926(W)     ADJUSTED  
 ME3236* NAVD 88     -       202.0    (meters)     663.     (feet)  VERTCON   
 ME3236  ___________________________________________________________________
 ME3236  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 ME3236  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3236
 ME3236  HORZ ORDER  -  SECOND
 ME3236
 ME3236.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3236
 ME3236.The horizontal coordinates were established by classical geodetic methods
 ME3236.and adjusted by the National Geodetic Survey in October 1999..
 ME3236
 ME3236.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3236
 ME3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3236
 ME3236.The geoid height was determined by GEOID03.
 ME3236
 ME3236;                    North         East     Units Scale Factor Converg.
 ME3236;SPC IL E     -   589,286.073   332,782.590   MT  0.99998822   +0 15 52.3
 ME3236;SPC IL E     - 1,933,349.39  1,091,804.21   sFT  0.99998822   +0 15 52.3
 ME3236;UTM  16      - 4,647,310.385   422,301.393   MT  0.99967428   -0 37 38.0
 ME3236
 ME3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3236!SPC IL E     -   0.99997359  x   0.99998822  =   0.99996181
 ME3236!UTM  16      -   0.99997359  x   0.99967428  =   0.99964787
 ME3236
 ME3236                          SUPERSEDED SURVEY CONTROL
 ME3236
 ME3236  NAD 83(1997)-  41 58 26.25788(N)    087 56 16.08981(W) AD(       ) 2
 ME3236  NAD 83(1997)-  41 58 26.25725(N)    087 56 16.10424(W) AD(       ) 2
 ME3236  NAD 83(1986)-  41 58 26.25875(N)    087 56 16.10397(W) AD(       ) 2
 ME3236  NGVD 29 (08/23/90)  202.1    (m)          663.     (f) VERT ANG       
 ME3236
 ME3236.Superseded values are not recommended for survey control.
 ME3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3236.See file dsdata.txt to determine how the superseded data were derived.
 ME3236
 ME3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2230147310(NAD 83)
 ME3236_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3236_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3236+STABILITY: SURFACE MOTION
 ME3236
 ME3236  HISTORY     - Date     Condition        Report By
 ME3236  HISTORY     - 1983     MONUMENTED       IL1670
 ME3236
 ME3236                          STATION DESCRIPTION
 ME3236
 ME3236'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3236'THE STATION IS LOCATED ALONG THE WEST-SOUTHWEST EDGE OF THE CHICAGO
 ME3236'O HARE INTERNATIONAL AIRPORT, ALONG THE OUTER PERIMETER FENCE AND
 ME3236'ROAD.  AN AIRPORT ESCORT IS NEEDED TO REACH THE STATION.
 ME3236'
 ME3236'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF A CEMETERY, IN
 ME3236'THE SOUTHWEST PART OF THE AIRPORT, GO WEST ABOUT 90 M (300 FT) TO
 ME3236'STATION AIRPORT BM K5 COC ON THE RIGHT.  CONTINUE NORTHWEST ON THE
 ME3236'PERIMETER ROAD FOR 1.45 KM (0.9 MI) TO THE STATION ON THE LEFT.
 ME3236'
 ME3236'THE STATION IS A STANDARD COC DISK STAMPED---B3 1983---ATTACHED TO
 ME3236'THE TOP OF A DRIVEN ROD WHICH IS SURROUNDED BY A 15 CM (6 INCH)
 ME3236'ROUND CONCRETE MONUMENT.  IT IS 3.7 M (12.3 FT) SOUTHWEST OF THE
 ME3236'CENTER OF THE ROAD AND 1.1 M (3.6 FT) NORTHEAST OF THE PERIMETER
 ME3236'FENCE.
 ME3236'
 ME3236'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0899 ***********************************************************************
 LC0899  DESIGNATION -  B 30
 LC0899  PID         -  LC0899
 LC0899  STATE/COUNTY-  IL/MARSHALL
 LC0899  USGS QUAD   -  LA ROSE (1983)
 LC0899
 LC0899                         *CURRENT SURVEY CONTROL
 LC0899  ___________________________________________________________________
 LC0899* NAD 83(1986)-  40 59 04.     (N)    089 12 48.     (W)     SCALED    
 LC0899* NAVD 88     -       199.792  (meters)     655.48   (feet)  ADJUSTED  
 LC0899  ___________________________________________________________________
 LC0899  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LC0899  DYNAMIC HT  -         199.706 (meters)     655.20  (feet)  COMP
 LC0899  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 LC0899
 LC0899  VERT ORDER  -  SECOND    CLASS 0
 LC0899
 LC0899.The horizontal coordinates were scaled from a topographic map and have
 LC0899.an estimated accuracy of +/- 6 seconds.
 LC0899
 LC0899.The orthometric height was determined by differential leveling
 LC0899.and adjusted by the National Geodetic Survey in June 1991..
 LC0899
 LC0899.The geoid height was determined by GEOID03.
 LC0899
 LC0899.The dynamic height is computed by dividing the NAVD 88
 LC0899.geopotential number by the normal gravity value computed on the
 LC0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0899.degrees latitude (g = 980.6199 gals.).
 LC0899
 LC0899.The modeled gravity was interpolated from observed gravity values.
 LC0899
 LC0899;                    North         East    Units  Estimated Accuracy
 LC0899;SPC IL W     -   479,740.      780,220.      MT  (+/- 180 meters Scaled)
 LC0899
 LC0899                          SUPERSEDED SURVEY CONTROL
 LC0899
 LC0899  NGVD 29 (??/??/92)  199.854  (m)          655.69   (f) ADJ UNCH    2 0
 LC0899
 LC0899.Superseded values are not recommended for survey control.
 LC0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0899.See file dsdata.txt to determine how the superseded data were derived.
 LC0899
 LC0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL138393(NAD 83)
 LC0899_MARKER: DB = BENCH MARK DISK
 LC0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0899_STAMPING: B 30 1934
 LC0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0899+STABILITY: SURFACE MOTION
 LC0899
 LC0899  HISTORY     - Date     Condition        Report By
 LC0899  HISTORY     - 1934     MONUMENTED       CGS
 LC0899  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 LC0899
 LC0899                          STATION DESCRIPTION
 LC0899
 LC0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0899'4.4 MI W FROM TOLUCA.
 LC0899'4.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC0899'FROM THE STATION AT TOLUCA, MARSHALL COUNTY, 17 POLES SOUTHWEST
 LC0899'OF MILEPOST 114, AT A PUBLIC-ROAD CROSSING, 81 FEET NORTHEAST OF
 LC0899'THE CENTERLINE OF THE ROAD, 33 FEET SOUTHEAST OF THE CENTERLINE
 LC0899'OF THE SOUTH TRACK, 12 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 LC0899'AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LC0899'STAMPED B 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LC0899
 LC0899                          STATION RECOVERY (1998)
 LC0899
 LC0899'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2114 ***********************************************************************
 LB2114  DESIGNATION -  B 300
 LB2114  PID         -  LB2114
 LB2114  STATE/COUNTY-  IL/VERMILION
 LB2114  USGS QUAD   -  DANVILLE NE (1978)
 LB2114
 LB2114                         *CURRENT SURVEY CONTROL
 LB2114  ___________________________________________________________________
 LB2114* NAD 83(1986)-  40 07 57.     (N)    087 34 23.     (W)     SCALED    
 LB2114* NAVD 88     -       185.376  (meters)     608.19   (feet)  ADJUSTED  
 LB2114  ___________________________________________________________________
 LB2114  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LB2114  DYNAMIC HT  -         185.284 (meters)     607.89  (feet)  COMP
 LB2114  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 LB2114
 LB2114  VERT ORDER  -  FIRST     CLASS II
 LB2114
 LB2114.The horizontal coordinates were scaled from a topographic map and have
 LB2114.an estimated accuracy of +/- 6 seconds.
 LB2114
 LB2114.The orthometric height was determined by differential leveling
 LB2114.and adjusted by the National Geodetic Survey in June 1991..
 LB2114
 LB2114.The geoid height was determined by GEOID03.
 LB2114
 LB2114.The dynamic height is computed by dividing the NAVD 88
 LB2114.geopotential number by the normal gravity value computed on the
 LB2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2114.degrees latitude (g = 980.6199 gals.).
 LB2114
 LB2114.The modeled gravity was interpolated from observed gravity values.
 LB2114
 LB2114;                    North         East    Units  Estimated Accuracy
 LB2114;SPC IL E     -   384,990.      364,800.      MT  (+/- 180 meters Scaled)
 LB2114
 LB2114                          SUPERSEDED SURVEY CONTROL
 LB2114
 LB2114.No superseded survey control is available for this station.
 LB2114
 LB2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK511426(NAD 83)
 LB2114_MARKER: I = METAL ROD
 LB2114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2114_SP_SET: STAINLESS STEEL ROD
 LB2114_STAMPING: B 300 1986
 LB2114_MARK LOGO: NGS   
 LB2114_PROJECTION: RECESSED 3 CENTIMETERS
 LB2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2114_ROD/PIPE-DEPTH: 4.1  meters
 LB2114
 LB2114  HISTORY     - Date     Condition        Report By
 LB2114  HISTORY     - 1986     MONUMENTED       NGS
 LB2114
 LB2114                          STATION DESCRIPTION
 LB2114
 LB2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2114'5.6 KM (3.5 MI) EAST FROM DANVILLE.
 LB2114'5.6 KM (3.5 MI) EASTERLY ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION WITH
 LB2114'U.S. HIGHWAY 150 IN DANVILLE, 40.8 M (133.9 FT) EAST OF THE CENTER OF
 LB2114'DAISY LANE, 13.9 M (45.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LB2114'12.5 M (41.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A GRAVELED
 LB2114'PARKING LOT FOR TOMS GARAGE, AND 0.7 M (2.3 FT) NORTH OF A UTILITY
 LB2114'POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LB2114'5-INCH LOGO CAP.
 LB2114'THE MARK IS 0.8 METERS  SSE FROM  A WITNESS POST
 LB2114'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2134 ***********************************************************************
 LB2134  DESIGNATION -  B 301
 LB2134  PID         -  LB2134
 LB2134  STATE/COUNTY-  IL/VERMILION
 LB2134  USGS QUAD   -  HOMER (1975)
 LB2134
 LB2134                         *CURRENT SURVEY CONTROL
 LB2134  ___________________________________________________________________
 LB2134* NAD 83(1997)-  40 02 49.37540(N)    087 54 10.87967(W)     ADJUSTED  
 LB2134* NAVD 88     -       201.221  (meters)     660.17   (feet)  ADJUSTED  
 LB2134  ___________________________________________________________________
 LB2134  X           -     178,910.858 (meters)                     COMP
 LB2134  Y           -  -4,886,203.055 (meters)                     COMP
 LB2134  Z           -   4,082,094.830 (meters)                     COMP
 LB2134  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LB2134  ELLIP HEIGHT-         169.06  (meters)          (12/06/04) GPS OBS
 LB2134  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LB2134  DYNAMIC HT  -         201.119 (meters)     659.84  (feet)  COMP
 LB2134  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 LB2134
 LB2134  HORZ ORDER  -  FIRST
 LB2134  VERT ORDER  -  FIRST     CLASS II
 LB2134  ELLP ORDER  -  FOURTH    CLASS I
 LB2134
 LB2134.The horizontal coordinates were established by GPS observations
 LB2134.and adjusted by the National Geodetic Survey in December 2002..
 LB2134
 LB2134.The orthometric height was determined by differential leveling
 LB2134.and adjusted by the National Geodetic Survey in June 1991..
 LB2134
 LB2134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2134
 LB2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2134
 LB2134.The ellipsoidal height was determined by GPS observations
 LB2134.and is referenced to NAD 83.
 LB2134
 LB2134.The geoid height was determined by GEOID03.
 LB2134
 LB2134.The dynamic height is computed by dividing the NAVD 88
 LB2134.geopotential number by the normal gravity value computed on the
 LB2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2134.degrees latitude (g = 980.6199 gals.).
 LB2134
 LB2134.The modeled gravity was interpolated from observed gravity values.
 LB2134
 LB2134;                    North         East     Units Scale Factor Converg.
 LB2134;SPC IL E     -   375,312.962   336,719.844   MT  0.99999159   +0 16 36.7
 LB2134;SPC IL E     - 1,231,339.28  1,104,721.69   sFT  0.99999159   +0 16 36.7
 LB2134;UTM  16      - 4,433,369.771   422,970.675   MT  0.99967304   -0 34 51.8
 LB2134
 LB2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2134!SPC IL E     -   0.99997348  x   0.99999159  =   0.99996507
 LB2134!UTM  16      -   0.99997348  x   0.99967304  =   0.99964653
 LB2134
 LB2134                          SUPERSEDED SURVEY CONTROL
 LB2134
 LB2134  ELLIP H (12/18/02)  169.05   (m)                       GP(       ) 4 2
 LB2134  NAVD 88 (12/18/02)  201.22   (m)          660.2    (f) LEVELING    3  
 LB2134
 LB2134.Superseded values are not recommended for survey control.
 LB2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2134.See file dsdata.txt to determine how the superseded data were derived.
 LB2134
 LB2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2297133370(NAD 83)
 LB2134_MARKER: I = METAL ROD
 LB2134_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2134_SP_SET: STAINLESS STEEL ROD
 LB2134_STAMPING: B 301 1986
 LB2134_MARK LOGO: NGS   
 LB2134_PROJECTION: FLUSH
 LB2134_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2134+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2006
 LB2134_ROD/PIPE-DEPTH: 7.30 meters
 LB2134
 LB2134  HISTORY     - Date     Condition        Report By
 LB2134  HISTORY     - 1986     MONUMENTED       NGS
 LB2134  HISTORY     - 20001229 GOOD             ZAMBRA
 LB2134  HISTORY     - 20060317 GOOD             CAS
 LB2134
 LB2134                          STATION DESCRIPTION
 LB2134
 LB2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2134'5.0 KM (3.1 MI) EAST FROM HOMER.
 LB2134'5.0 KM (3.1 MI) EASTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION
 LB2134'WITH STATE HIGHWAY 49 IN HOMER, 24.0 M (78.7 FT) WEST OF THE EXTENDED
 LB2134'CENTER OF COUNTY ROAD 190 E, 15.0 M (49.2 FT) SOUTH OF THE CENTERLINE
 LB2134'OF THE ROAD, 6.2 M (20.3 FT) WEST OF THE CENTER OF 2 GATES AND A FIELD
 LB2134'ENTRANCE, AND 0.7 M (2.3 FT) WEST-NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 LB2134'POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2134'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LB2134'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 LB2134
 LB2134                          STATION RECOVERY (2000)
 LB2134
 LB2134'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LB2134'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LB2134'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB2134' 
 LB2134'
 LB2134
 LB2134                          STATION RECOVERY (2006)
 LB2134
 LB2134'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 LB2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3344 ***********************************************************************
 ME3344  DESIGNATION -  B 302
 ME3344  PID         -  ME3344
 ME3344  STATE/COUNTY-  IL/COOK
 ME3344  USGS QUAD   -  ENGLEWOOD (1997)
 ME3344
 ME3344                         *CURRENT SURVEY CONTROL
 ME3344  ___________________________________________________________________
 ME3344* NAD 83(1986)-  41 50 53.     (N)    087 38 38.     (W)     SCALED    
 ME3344* NAVD 88     -       181.672  (meters)     596.04   (feet)  ADJUSTED  
 ME3344  ___________________________________________________________________
 ME3344  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3344  DYNAMIC HT  -         181.610 (meters)     595.83  (feet)  COMP
 ME3344  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 ME3344
 ME3344  VERT ORDER  -  FIRST     CLASS II
 ME3344
 ME3344.The horizontal coordinates were scaled from a topographic map and have
 ME3344.an estimated accuracy of +/- 6 seconds.
 ME3344
 ME3344.The orthometric height was determined by differential leveling
 ME3344.and adjusted by the National Geodetic Survey in April 1995..
 ME3344
 ME3344.The geoid height was determined by GEOID03.
 ME3344
 ME3344.The dynamic height is computed by dividing the NAVD 88
 ME3344.geopotential number by the normal gravity value computed on the
 ME3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3344.degrees latitude (g = 980.6199 gals.).
 ME3344
 ME3344.The modeled gravity was interpolated from observed gravity values.
 ME3344
 ME3344;                    North         East    Units  Estimated Accuracy
 ME3344;SPC IL E     -   575,460.      357,260.      MT  (+/- 180 meters Scaled)
 ME3344
 ME3344                          SUPERSEDED SURVEY CONTROL
 ME3344
 ME3344  NGVD 29 (01/19/93)  181.760  (m)          596.32   (f) ADJUSTED    1 2
 ME3344
 ME3344.Superseded values are not recommended for survey control.
 ME3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3344.See file dsdata.txt to determine how the superseded data were derived.
 ME3344
 ME3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM465331(NAD 83)
 ME3344_MARKER: DV = VERTICAL CONTROL DISK
 ME3344_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3344_SP_SET: PIER
 ME3344_STAMPING: B 302 1992
 ME3344_MARK LOGO: NGS   
 ME3344_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3344+STABILITY: POSITION/ELEVATION WELL
 ME3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3344+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3344
 ME3344  HISTORY     - Date     Condition        Report By
 ME3344  HISTORY     - 1992     MONUMENTED       NGS
 ME3344
 ME3344                          STATION DESCRIPTION
 ME3344
 ME3344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3344'IN CHICAGO, AT THE INTERSECTION OF ARCHER AVENUE, WEST 24TH PLACE, AND
 ME3344'INTERSTATE HIGHWAY 90-94, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 ME3344'MOST SOUTHWESTERLY OF 15 CONCRETE COLUMNS (1ST PIER NORTHWEST OF THE
 ME3344'AVENUE) OF THE INTERSTATE HIGHWAY OVERPASS OF THE AVENUE AND PLACE,
 ME3344'40.8 M (133.9 FT) SOUTHWEST OF THE CENTER OF THE OVERPASS, 32.8 M
 ME3344'(107.6 FT) NORTH OF THE CENTER OF THE PLACE, 23.4 M (76.8 FT)
 ME3344'NORTHEAST OF THE EXTENDED CENTER OF AN ALLEY, 11.3 M (37.1 FT)
 ME3344'NORTHWEST OF THE AVENUE CENTERLINE, 1.5 M (4.9 FT) ABOVE THE GROUND
 ME3344'SURFACE, AND 1.2 M (3.9 FT) SOUTHEAST OF A RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1393 ***********************************************************************
 LC1393  DESIGNATION -  B 31 RESET 1935
 LC1393  PID         -  LC1393
 LC1393  STATE/COUNTY-  IL/PEORIA
 LC1393  USGS QUAD   -  LAURA (1982)
 LC1393
 LC1393                         *CURRENT SURVEY CONTROL
 LC1393  ___________________________________________________________________
 LC1393* NAD 83(1986)-  40 53 47.     (N)    089 53 04.     (W)     SCALED    
 LC1393* NAVD 88     -       224.09   (meters)     735.2    (feet)  RESET     
 LC1393  ___________________________________________________________________
 LC1393  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LC1393
 LC1393  VERT ORDER  -  THIRD
 LC1393
 LC1393.The horizontal coordinates were scaled from a topographic map and have
 LC1393.an estimated accuracy of +/- 6 seconds.
 LC1393
 LC1393.The orthometric height was computed from unverified reset data.
 LC1393.No vertical observational check was made to the station.
 LC1393
 LC1393.The geoid height was determined by GEOID03.
 LC1393
 LC1393;                    North         East    Units  Estimated Accuracy
 LC1393;SPC IL W     -   469,560.      723,780.      MT  (+/- 180 meters Scaled)
 LC1393
 LC1393                          SUPERSEDED SURVEY CONTROL
 LC1393
 LC1393  NGVD 29 (??/??/??)  224.16   (m)          735.4    (f) RESET       3  
 LC1393
 LC1393.Superseded values are not recommended for survey control.
 LC1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1393.See file dsdata.txt to determine how the superseded data were derived.
 LC1393
 LC1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL570312(NAD 83)
 LC1393_MARKER: DD = SURVEY DISK
 LC1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1393_STAMPING: B 31 RESET 1935
 LC1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1393+STABILITY: SURFACE MOTION
 LC1393
 LC1393  HISTORY     - Date     Condition        Report By
 LC1393  HISTORY     - 1935     MONUMENTED       IL6850
 LC1393  HISTORY     - 1942     GOOD             NGS
 LC1393  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1393
 LC1393                          STATION DESCRIPTION
 LC1393
 LC1393'DESCRIBED BY CITY OF PEORIA ILLINOIS 1935
 LC1393'2.1 MI E FROM LAURA.
 LC1393'2.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC1393'FROM STATE HIGHWAY 78 OVERPASS AT LAURA, PEORIA COUNTY, AT A ROAD
 LC1393'CROSSING, 46 FEET NORTH OF THE CENTERLINE OF THE WEST-BOUND MAIN
 LC1393'TRACK, 40 FEET EAST OF THE CENTERLINE OF THE ROAD, 7 FEET
 LC1393'SOUTHEAST OF A FENCE CORNER, AND 4 FEET LOWER THAN THE TRACK.
 LC1393
 LC1393                          STATION RECOVERY (1942)
 LC1393
 LC1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LC1393'RECOVERED IN GOOD CONDITION.
 LC1393
 LC1393                          STATION RECOVERY (1998)
 LC1393
 LC1393'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0486 ***********************************************************************
 LD0486  DESIGNATION -  B 33
 LD0486  PID         -  LD0486
 LD0486  STATE/COUNTY-  IL/HANCOCK
 LD0486  USGS QUAD   -  NIOTA (1964)
 LD0486
 LD0486                         *CURRENT SURVEY CONTROL
 LD0486  ___________________________________________________________________
 LD0486* NAD 83(1986)-  40 37 20.     (N)    091 15 03.     (W)     SCALED    
 LD0486* NAVD 88     -       162.561  (meters)     533.34   (feet)  ADJUSTED  
 LD0486  ___________________________________________________________________
 LD0486  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0486  DYNAMIC HT  -         162.482 (meters)     533.08  (feet)  COMP
 LD0486  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 LD0486
 LD0486  VERT ORDER  -  SECOND    CLASS 0
 LD0486
 LD0486.The horizontal coordinates were scaled from a topographic map and have
 LD0486.an estimated accuracy of +/- 6 seconds.
 LD0486
 LD0486.The orthometric height was determined by differential leveling
 LD0486.and adjusted by the National Geodetic Survey in June 1991..
 LD0486
 LD0486.The geoid height was determined by GEOID03.
 LD0486
 LD0486.The dynamic height is computed by dividing the NAVD 88
 LD0486.geopotential number by the normal gravity value computed on the
 LD0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0486.degrees latitude (g = 980.6199 gals.).
 LD0486
 LD0486.The modeled gravity was interpolated from observed gravity values.
 LD0486
 LD0486;                    North         East    Units  Estimated Accuracy
 LD0486;SPC IL W     -   439,640.      608,270.      MT  (+/- 180 meters Scaled)
 LD0486
 LD0486                          SUPERSEDED SURVEY CONTROL
 LD0486
 LD0486  NGVD 29 (??/??/92)  162.606  (m)          533.48   (f) ADJ UNCH    2 0
 LD0486
 LD0486.Superseded values are not recommended for survey control.
 LD0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0486.See file dsdata.txt to determine how the superseded data were derived.
 LD0486
 LD0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE479982(NAD 83)
 LD0486_MARKER: DB = BENCH MARK DISK
 LD0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0486_SP_SET: CULVERT
 LD0486_STAMPING: B 33 1934
 LD0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0486
 LD0486  HISTORY     - Date     Condition        Report By
 LD0486  HISTORY     - 1934     MONUMENTED       CGS
 LD0486
 LD0486                          STATION DESCRIPTION
 LD0486
 LD0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0486'1.9 MI E FROM EAST FORT MADISON.
 LD0486'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0486'FROM THE STATION AT EAST FORT MADISON, HANCOCK COUNTY, MIDWAY
 LD0486'BETWEEN POLES 299+02 AND 299+03, 18 FEET WEST OF THE CENTER OF A
 LD0486'PRIVATE-ROAD CROSSING, 15 FEET SOUTH OF THE CENTERLINE OF THE
 LD0486'SOUTH TRACK, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 LD0486'OF A CULVERT, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 LD0486'DISK, STAMPED B 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0306 ***********************************************************************
 LD0306  DESIGNATION -  B 35
 LD0306  PID         -  LD0306
 LD0306  STATE/COUNTY-  IL/FULTON
 LD0306  USGS QUAD   -  HAVANA (1947)
 LD0306
 LD0306                         *CURRENT SURVEY CONTROL
 LD0306  ___________________________________________________________________
 LD0306* NAD 83(1986)-  40 20 34.     (N)    090 07 10.     (W)     SCALED    
 LD0306* NAVD 88     -       139.014  (meters)     456.08   (feet)  ADJUSTED  
 LD0306  ___________________________________________________________________
 LD0306  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0306  DYNAMIC HT  -         138.945 (meters)     455.86  (feet)  COMP
 LD0306  MODELED GRAV-     980,126.1   (mgal)                       NAVD 88
 LD0306
 LD0306  VERT ORDER  -  SECOND    CLASS 0
 LD0306
 LD0306.The horizontal coordinates were scaled from a topographic map and have
 LD0306.an estimated accuracy of +/- 6 seconds.
 LD0306
 LD0306.The orthometric height was determined by differential leveling
 LD0306.and adjusted by the National Geodetic Survey in June 1991..
 LD0306
 LD0306.The geoid height was determined by GEOID03.
 LD0306
 LD0306.The dynamic height is computed by dividing the NAVD 88
 LD0306.geopotential number by the normal gravity value computed on the
 LD0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0306.degrees latitude (g = 980.6199 gals.).
 LD0306
 LD0306.The modeled gravity was interpolated from observed gravity values.
 LD0306
 LD0306;                    North         East    Units  Estimated Accuracy
 LD0306;SPC IL W     -   408,050.      704,010.      MT  (+/- 180 meters Scaled)
 LD0306
 LD0306                          SUPERSEDED SURVEY CONTROL
 LD0306
 LD0306  NGVD 29 (??/??/92)  139.107  (m)          456.39   (f) ADJ UNCH    2 0
 LD0306
 LD0306.Superseded values are not recommended for survey control.
 LD0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0306.See file dsdata.txt to determine how the superseded data were derived.
 LD0306
 LD0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE446697(NAD 83)
 LD0306_MARKER: DB = BENCH MARK DISK
 LD0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0306_STAMPING: B 35 1935
 LD0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0306+STABILITY: SURFACE MOTION
 LD0306
 LD0306  HISTORY     - Date     Condition        Report By
 LD0306  HISTORY     - 1935     MONUMENTED       CGS
 LD0306
 LD0306                          STATION DESCRIPTION
 LD0306
 LD0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0306'AT SEPO.
 LD0306'AT SEPO, FULTON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0306'RAILROAD, 12 POLES NORTH OF MILEPOST 55, 18 FEET NORTH OF THE
 LD0306'STATION, 12 FEET WEST OF THE CENTERLINE OF THE TRACK, AND ONE
 LD0306'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 35 1935
 LD0306'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0987 ***********************************************************************
 KB0987  DESIGNATION -  B 36
 KB0987  PID         -  KB0987
 KB0987  STATE/COUNTY-  IL/MENARD
 KB0987  USGS QUAD   -  ATHENS (1976)
 KB0987
 KB0987                         *CURRENT SURVEY CONTROL
 KB0987  ___________________________________________________________________
 KB0987* NAD 83(1986)-  39 57 51.     (N)    089 43 26.     (W)     SCALED    
 KB0987* NAVD 88     -       186.755  (meters)     612.71   (feet)  ADJUSTED  
 KB0987  ___________________________________________________________________
 KB0987  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KB0987  DYNAMIC HT  -         186.657 (meters)     612.39  (feet)  COMP
 KB0987  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 KB0987
 KB0987  VERT ORDER  -  SECOND    CLASS 0
 KB0987
 KB0987.The horizontal coordinates were scaled from a topographic map and have
 KB0987.an estimated accuracy of +/- 6 seconds.
 KB0987
 KB0987.The orthometric height was determined by differential leveling
 KB0987.and adjusted by the National Geodetic Survey in June 1991..
 KB0987
 KB0987.The geoid height was determined by GEOID03.
 KB0987
 KB0987.The dynamic height is computed by dividing the NAVD 88
 KB0987.geopotential number by the normal gravity value computed on the
 KB0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0987.degrees latitude (g = 980.6199 gals.).
 KB0987
 KB0987.The modeled gravity was interpolated from observed gravity values.
 KB0987
 KB0987;                    North         East    Units  Estimated Accuracy
 KB0987;SPC IL W     -   366,100.      737,830.      MT  (+/- 180 meters Scaled)
 KB0987
 KB0987                          SUPERSEDED SURVEY CONTROL
 KB0987
 KB0987  NGVD 29 (??/??/92)  186.853  (m)          613.03   (f) ADJ UNCH    2 0
 KB0987
 KB0987.Superseded values are not recommended for survey control.
 KB0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0987.See file dsdata.txt to determine how the superseded data were derived.
 KB0987
 KB0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK673273(NAD 83)
 KB0987_MARKER: DB = BENCH MARK DISK
 KB0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0987_SP_SET: FLASH SIGNAL BASE
 KB0987_STAMPING: B 36 1934
 KB0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0987
 KB0987  HISTORY     - Date     Condition        Report By
 KB0987  HISTORY     - 1934     MONUMENTED       CGS
 KB0987
 KB0987                          STATION DESCRIPTION
 KB0987
 KB0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0987'AT ATHENS.
 KB0987'AT ATHENS, MENARD COUNTY, ON THE CHICAGO AND ILLINOIS MIDLAND
 KB0987'RAILWAY, 12 FEET SOUTHEAST OF THE STATION, AT A ROAD CROSSING,
 KB0987'26 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 20 FEET WEST
 KB0987'OF THE CENTERLINE OF THE ROAD, AT A FLASH SIGNAL, IN THE TOP OF
 KB0987'THE SOUTH END OF THE CONCRETE BASE, AND ABOUT ONE HALF FOOT
 KB0987'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 36 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1199 ***********************************************************************
 LC1199  DESIGNATION -  B 37
 LC1199  PID         -  LC1199
 LC1199  STATE/COUNTY-  IL/LOGAN
 LC1199  USGS QUAD   -  NEW HOLLAND (1980)
 LC1199
 LC1199                         *CURRENT SURVEY CONTROL
 LC1199  ___________________________________________________________________
 LC1199* NAD 83(1986)-  40 11 37.     (N)    089 35 22.     (W)     SCALED    
 LC1199* NAVD 88     -       166.982  (meters)     547.84   (feet)  ADJUSTED  
 LC1199  ___________________________________________________________________
 LC1199  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LC1199  DYNAMIC HT  -         166.897 (meters)     547.56  (feet)  COMP
 LC1199  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 LC1199
 LC1199  VERT ORDER  -  SECOND    CLASS 0
 LC1199
 LC1199.The horizontal coordinates were scaled from a topographic map and have
 LC1199.an estimated accuracy of +/- 6 seconds.
 LC1199
 LC1199.The orthometric height was determined by differential leveling
 LC1199.and adjusted by the National Geodetic Survey in June 1991..
 LC1199
 LC1199.The geoid height was determined by GEOID03.
 LC1199
 LC1199.The dynamic height is computed by dividing the NAVD 88
 LC1199.geopotential number by the normal gravity value computed on the
 LC1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1199.degrees latitude (g = 980.6199 gals.).
 LC1199
 LC1199.The modeled gravity was interpolated from observed gravity values.
 LC1199
 LC1199;                    North         East    Units  Estimated Accuracy
 LC1199;SPC IL W     -   391,640.      749,150.      MT  (+/- 180 meters Scaled)
 LC1199
 LC1199                          SUPERSEDED SURVEY CONTROL
 LC1199
 LC1199  NGVD 29 (??/??/92)  167.075  (m)          548.15   (f) ADJ UNCH    2 0
 LC1199
 LC1199.Superseded values are not recommended for survey control.
 LC1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1199.See file dsdata.txt to determine how the superseded data were derived.
 LC1199
 LC1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK795524(NAD 83)
 LC1199_MARKER: DB = BENCH MARK DISK
 LC1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1199_SP_SET: BRIDGE
 LC1199_STAMPING: B 37 1934
 LC1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1199
 LC1199  HISTORY     - Date     Condition        Report By
 LC1199  HISTORY     - 1934     MONUMENTED       CGS
 LC1199  HISTORY     - 1943     GOOD             NGS
 LC1199
 LC1199                          STATION DESCRIPTION
 LC1199
 LC1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LC1199'6.1 MI N FROM MIDDLETOWN.
 LC1199'6.1 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 LC1199'THE STATION AT MIDDLETOWN, LOGAN COUNTY, AT A BRIDGE OVER STATE
 LC1199'HIGHWAY 120, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 LC1199'ABUTMENT, 8 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ONE
 LC1199'FOOT BELOW THE LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED B 37
 LC1199'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1631 ***********************************************************************
 LC1631  DESIGNATION -  B 37 RESET 1982
 LC1631  PID         -  LC1631
 LC1631  STATE/COUNTY-  IL/LOGAN
 LC1631  USGS QUAD   -  NEW HOLLAND (1980)
 LC1631
 LC1631                         *CURRENT SURVEY CONTROL
 LC1631  ___________________________________________________________________
 LC1631* NAD 83(1986)-  40 11 37.     (N)    089 35 22.     (W)     SCALED    
 LC1631* NAVD 88     -       163.33   (+/-2cm)     535.9    (feet)  VERTCON   
 LC1631  ___________________________________________________________________
 LC1631  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LC1631
 LC1631  VERT ORDER  -  THIRD (See Below)
 LC1631
 LC1631.The horizontal coordinates were scaled from a topographic map and have
 LC1631.an estimated accuracy of +/- 6 seconds.
 LC1631
 LC1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1631.The vertical order pertains to the NGVD 29 superseded value.
 LC1631
 LC1631.The geoid height was determined by GEOID03.
 LC1631
 LC1631;                    North         East    Units  Estimated Accuracy
 LC1631;SPC IL W     -   391,640.      749,150.      MT  (+/- 180 meters Scaled)
 LC1631
 LC1631                          SUPERSEDED SURVEY CONTROL
 LC1631
 LC1631  NGVD 29 (03/28/06)  163.42   (m)          536.2    (f) RESET       3  
 LC1631
 LC1631.Superseded values are not recommended for survey control.
 LC1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1631.See file dsdata.txt to determine how the superseded data were derived.
 LC1631
 LC1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK795524(NAD 83)
 LC1631_MARKER: DB = BENCH MARK DISK
 LC1631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LC1631_SP_SET: HEADWALL
 LC1631_STAMPING: B 37 RESET 1982
 LC1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1631+STABILITY: SURFACE MOTION
 LC1631
 LC1631  HISTORY     - Date     Condition        Report By
 LC1631  HISTORY     - 1982     MONUMENTED       NGS
 LC1631
 LC1631                          STATION DESCRIPTION
 LC1631
 LC1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LC1631'2.6 KM (1.65 MI) WEST FROM NEW HOLLAND.
 LC1631'FROM THE POST OFFICE IN NEW HOLLAND, GO EAST ALONG LINCOLN STREET
 LC1631'FRO 0.8 KM (0.5 MI) TO ITS JUNCTION WITH STATE HIGHWAY 10, TURN
 LC1631'LEFT AND GO NORTH THENCE WEST FOR 1.8 KM (1.15 MI) TO MARK ON THE
 LC1631'SOUTH SIDE OF HIGHWAY AND IN THE TOP OF THE NORTH END OF THE EAST
 LC1631'HEADWALL OF A 5-FOOT DIAMETER CONCRETE CULVERT, 32.0 METERS
 LC1631'(105.0 FEET) EAST-SOUTHEAST OF A UTILITY POLE, 21.0 METERS (69.0 FEET)
 LC1631'SOUTH OF APPROXIMATE CENTER OF STATE HIGHWAY 10, AND 12.9 METERS
 LC1631'(42.0 FEET) WEST OF THE NORTHWEST CORNER OF ANOTHER CONCRETE
 LC1631'HEADWALL OF ANOTHER CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1215 ***********************************************************************
 LC1215  DESIGNATION -  B 38
 LC1215  PID         -  LC1215
 LC1215  STATE/COUNTY-  IL/LOGAN
 LC1215  USGS QUAD   -  NEW HOLLAND (1980)
 LC1215
 LC1215                         *CURRENT SURVEY CONTROL
 LC1215  ___________________________________________________________________
 LC1215* NAD 83(1986)-  40 11 03.     (N)    089 35 22.     (W)     SCALED    
 LC1215* NAVD 88     -       165.202  (meters)     542.00   (feet)  ADJUSTED  
 LC1215  ___________________________________________________________________
 LC1215  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LC1215  DYNAMIC HT  -         165.118 (meters)     541.72  (feet)  COMP
 LC1215  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LC1215
 LC1215  VERT ORDER  -  SECOND    CLASS 0
 LC1215
 LC1215.The horizontal coordinates were scaled from a topographic map and have
 LC1215.an estimated accuracy of +/- 6 seconds.
 LC1215
 LC1215.The orthometric height was determined by differential leveling
 LC1215.and adjusted by the National Geodetic Survey in June 1991..
 LC1215
 LC1215.The geoid height was determined by GEOID03.
 LC1215
 LC1215.The dynamic height is computed by dividing the NAVD 88
 LC1215.geopotential number by the normal gravity value computed on the
 LC1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1215.degrees latitude (g = 980.6199 gals.).
 LC1215
 LC1215.The modeled gravity was interpolated from observed gravity values.
 LC1215
 LC1215;                    North         East    Units  Estimated Accuracy
 LC1215;SPC IL W     -   390,600.      749,160.      MT  (+/- 180 meters Scaled)
 LC1215
 LC1215                          SUPERSEDED SURVEY CONTROL
 LC1215
 LC1215  NGVD 29 (??/??/92)  165.295  (m)          542.31   (f) ADJ UNCH    2 0
 LC1215
 LC1215.Superseded values are not recommended for survey control.
 LC1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1215.See file dsdata.txt to determine how the superseded data were derived.
 LC1215
 LC1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK795514(NAD 83)
 LC1215_MARKER: DB = BENCH MARK DISK
 LC1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1215_STAMPING: B 38 1934
 LC1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1215+STABILITY: SURFACE MOTION
 LC1215
 LC1215  HISTORY     - Date     Condition        Report By
 LC1215  HISTORY     - 1934     MONUMENTED       CGS
 LC1215  HISTORY     - 1935     GOOD             NGS
 LC1215
 LC1215                          STATION DESCRIPTION
 LC1215
 LC1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC1215'AT NEW HOLLAND.
 LC1215'AT NEW HOLLAND, LOGAN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 LC1215'58 YARDS SOUTH OF THE CHICAGO AND ALTON RAILROAD STATION, AT
 LC1215'THE CROSSING OF THE C. AND A.R.R., 30 FEET NORTH OF THE
 LC1215'CENTERLINE OF THE I.C.R.R. TRACK, 38 FEET EAST OF THE CENTERLINE
 LC1215'OF THE C. AND A.R.R. TRACK, 5 FEET WEST OF A POLE, AND LEVEL
 LC1215'WITH THE TRACK.  A STANDARD DISK, STAMPED B 38 1934 AND SET IN
 LC1215'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0522 ***********************************************************************
 LC0522  DESIGNATION -  B 39
 LC0522  PID         -  LC0522
 LC0522  STATE/COUNTY-  IL/MCLEAN
 LC0522  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0522
 LC0522                         *CURRENT SURVEY CONTROL
 LC0522  ___________________________________________________________________
 LC0522* NAD 83(1986)-  40 27 05.     (N)    088 58 00.     (W)     SCALED    
 LC0522* NAVD 88     -       260.205  (meters)     853.69   (feet)  ADJUSTED  
 LC0522  ___________________________________________________________________
 LC0522  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0522  DYNAMIC HT  -         260.082 (meters)     853.29  (feet)  COMP
 LC0522  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 LC0522
 LC0522  VERT ORDER  -  SECOND    CLASS 0
 LC0522
 LC0522.The horizontal coordinates were scaled from a topographic map and have
 LC0522.an estimated accuracy of +/- 6 seconds.
 LC0522
 LC0522.The orthometric height was determined by differential leveling
 LC0522.and adjusted by the National Geodetic Survey in June 1991..
 LC0522
 LC0522.The geoid height was determined by GEOID03.
 LC0522
 LC0522.The dynamic height is computed by dividing the NAVD 88
 LC0522.geopotential number by the normal gravity value computed on the
 LC0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0522.degrees latitude (g = 980.6199 gals.).
 LC0522
 LC0522.The modeled gravity was interpolated from observed gravity values.
 LC0522
 LC0522;                    North         East    Units  Estimated Accuracy
 LC0522;SPC IL E     -   420,310.      246,280.      MT  (+/- 180 meters Scaled)
 LC0522
 LC0522                          SUPERSEDED SURVEY CONTROL
 LC0522
 LC0522  NGVD 29 (??/??/92)  260.266  (m)          853.89   (f) ADJ UNCH    2 0
 LC0522
 LC0522.Superseded values are not recommended for survey control.
 LC0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0522.See file dsdata.txt to determine how the superseded data were derived.
 LC0522
 LC0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK332797(NAD 83)
 LC0522_MARKER: DB = BENCH MARK DISK
 LC0522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0522_SP_SET: SIGNAL-BATTERY BOX
 LC0522_STAMPING: B 39 1934
 LC0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0522
 LC0522  HISTORY     - Date     Condition        Report By
 LC0522  HISTORY     - 1934     MONUMENTED       CGS
 LC0522
 LC0522                          STATION DESCRIPTION
 LC0522
 LC0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0522'2.2 MI SE FROM BLOOMINGTON.
 LC0522'2.2 MILES SOUTHEAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 LC0522'RAILROAD FROM THE STATION AT BLOOMINGTON, MCLEAN  COUNTY, AT THE
 LC0522'CROSSING OF STATE HIGHWAY 39, IN THE TOP OF THE NORTHEAST
 LC0522'CORNER OF A SIGNAL-BATTERY BOX, 23 FEET WEST OF THE CENTERLINE
 LC0522'OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LC0522'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LC0522'B 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0030 ***********************************************************************
 KB0030  DESIGNATION -  B 4
 KB0030  PID         -  KB0030
 KB0030  STATE/COUNTY-  IL/COLES
 KB0030  USGS QUAD   -  ASHMORE (1982)
 KB0030
 KB0030                         *CURRENT SURVEY CONTROL
 KB0030  ___________________________________________________________________
 KB0030* NAD 83(1986)-  39 37 04.     (N)    088 04 38.     (W)     SCALED    
 KB0030* NAVD 88     -       200.465  (meters)     657.69   (feet)  ADJUSTED  
 KB0030  ___________________________________________________________________
 KB0030  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0030  DYNAMIC HT  -         200.355 (meters)     657.33  (feet)  COMP
 KB0030  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 KB0030
 KB0030  VERT ORDER  -  FIRST     CLASS II
 KB0030
 KB0030.The horizontal coordinates were scaled from a topographic map and have
 KB0030.an estimated accuracy of +/- 6 seconds.
 KB0030
 KB0030.The orthometric height was determined by differential leveling
 KB0030.and adjusted by the National Geodetic Survey in June 1991..
 KB0030
 KB0030.The geoid height was determined by GEOID03.
 KB0030
 KB0030.The dynamic height is computed by dividing the NAVD 88
 KB0030.geopotential number by the normal gravity value computed on the
 KB0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0030.degrees latitude (g = 980.6199 gals.).
 KB0030
 KB0030.The modeled gravity was interpolated from observed gravity values.
 KB0030
 KB0030;                    North         East    Units  Estimated Accuracy
 KB0030;SPC IL E     -   327,590.      321,990.      MT  (+/- 180 meters Scaled)
 KB0030
 KB0030                          SUPERSEDED SURVEY CONTROL
 KB0030
 KB0030  NGVD 29 (??/??/92)  200.545  (m)          657.95   (f) ADJ UNCH    1 2
 KB0030
 KB0030.Superseded values are not recommended for survey control.
 KB0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0030.See file dsdata.txt to determine how the superseded data were derived.
 KB0030
 KB0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ075858(NAD 83)
 KB0030_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KB0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0030_STAMPING: ILLINOIS 658 1906
 KB0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0030+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 KB0030
 KB0030  HISTORY     - Date     Condition        Report By
 KB0030  HISTORY     - 1906     MONUMENTED       USGS
 KB0030  HISTORY     - 1956     GOOD             NGS
 KB0030  HISTORY     - 20050304 GOOD             ILDT
 KB0030
 KB0030                          STATION DESCRIPTION
 KB0030
 KB0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0030'4 MI SW FROM OAKLAND.
 KB0030'ABOUT 3.95 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0030'LOUIS RAILROAD FROM THE STATION AT OAKLAND, ABOUT 0.4 MILE
 KB0030'SOUTHWEST OF BRIDGE OVER EMBARRASS RIVER, ABOUT 0.25 MILE
 KB0030'NORTHEAST OF AN EAST-WEST GRAVEL ROAD CROSSING, AT A PRIVATE
 KB0030'FIELD ROAD CROSSING, 55 FEET SOUTHEAST OF SOUTHEAST RAIL, 43
 KB0030'FEET SOUTH OF TELEPHONE POLE NO. 307/21, 26 FEET SOUTHEAST OF A
 KB0030'FENCE LINE, 57 1/2 FEET SOUTHEAST OF CENTER OF FIELD ROAD
 KB0030'CROSSING, 20 FEET EAST OF CENTER LINE OF FIELD ROAD AND ON
 KB0030'OUTSIDE OF A TURN IN ROAD WITH TANGENTS EXTENDING NORTHWEST AND
 KB0030'SOUTH, ABOUT LEVEL WITH TRACK AND IS A U.S.G.S. PIPE AND CAP
 KB0030'PROJECTING 6 INCHES.
 KB0030
 KB0030                          STATION RECOVERY (2005)
 KB0030
 KB0030'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0030'TO REACH FROM THE INTERSECTION OF CR 2100E AND 1650N, GO EAST ALONG
 KB0030'1650N +- 0.2 MI TO A FIELD LANE THEN NORTH +- 0.1 MI TO MARK ON THE
 KB0030'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3237 ***********************************************************************
 ME3237  DESIGNATION -  B 4
 ME3237  PID         -  ME3237
 ME3237  STATE/COUNTY-  IL/DU PAGE
 ME3237  USGS QUAD   -  ELMHURST (1997)
 ME3237
 ME3237                         *CURRENT SURVEY CONTROL
 ME3237  ___________________________________________________________________
 ME3237* NAD 83(1997)-  41 58 34.03930(N)    087 56 18.80453(W)     ADJUSTED  
 ME3237* NAVD 88     -       202.5    (meters)     664.     (feet)  VERTCON   
 ME3237  ___________________________________________________________________
 ME3237  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 ME3237  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3237
 ME3237  HORZ ORDER  -  SECOND
 ME3237
 ME3237.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3237
 ME3237.The horizontal coordinates were established by classical geodetic methods
 ME3237.and adjusted by the National Geodetic Survey in October 1999..
 ME3237
 ME3237.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3237
 ME3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3237
 ME3237.The geoid height was determined by GEOID03.
 ME3237
 ME3237;                    North         East     Units Scale Factor Converg.
 ME3237;SPC IL E     -   589,525.866   332,718.970   MT  0.99998817   +0 15 50.5
 ME3237;SPC IL E     - 1,934,136.11  1,091,595.49   sFT  0.99998817   +0 15 50.5
 ME3237;UTM  16      - 4,647,551.063   422,241.532   MT  0.99967440   -0 37 39.9
 ME3237
 ME3237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3237!SPC IL E     -   0.99997350  x   0.99998817  =   0.99996167
 ME3237!UTM  16      -   0.99997350  x   0.99967440  =   0.99964791
 ME3237
 ME3237                          SUPERSEDED SURVEY CONTROL
 ME3237
 ME3237  NAD 83(1997)-  41 58 34.03936(N)    087 56 18.80508(W) AD(       ) 2
 ME3237  NAD 83(1997)-  41 58 34.03873(N)    087 56 18.81954(W) AD(       ) 2
 ME3237  NAD 83(1986)-  41 58 34.04024(N)    087 56 18.81926(W) AD(       ) 2
 ME3237  NGVD 29 (08/23/90)  202.6    (m)          665.     (f) VERT ANG       
 ME3237
 ME3237.Superseded values are not recommended for survey control.
 ME3237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3237.See file dsdata.txt to determine how the superseded data were derived.
 ME3237
 ME3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2224247551(NAD 83)
 ME3237_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3237_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3237+STABILITY: SURFACE MOTION
 ME3237
 ME3237  HISTORY     - Date     Condition        Report By
 ME3237  HISTORY     - 1983     MONUMENTED       IL1670
 ME3237
 ME3237                          STATION DESCRIPTION
 ME3237
 ME3237'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3237'THE STATION IS LOCATED ALONG THE WEST EDGE OF THE CHICAGO O HARE
 ME3237'INTERNATIONAL AIRPORT, ALONG THE OUTER PERIMETER FENCE AND ROAD.
 ME3237'AN AIRPORT ESCORT IS NEEDED TO REACH THE STATION.
 ME3237'
 ME3237'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF A CEMETERY, WHICH
 ME3237'IS IN THE SOUTHWEST PART OF THE AIRPORT, GO WEST ALONG PERIMETER
 ME3237'ROAD FOR ABOUT 90 M (300 FT) TO STATION AIRPORT BM K5 COC ON THE
 ME3237'RIGHT.  CONTINUE NORTHWEST ON THE PERIMETER ROAD FOR 1.7 KM (1.05
 ME3237'MI) TO THE STATION ON THE LEFT.
 ME3237'
 ME3237'THE STATION IS A STANDARD COC DISK STAMPED---B4 1983---ATTACHED TO
 ME3237'THE TOP OF A DRIVEN ROD AND SURROUNDED BY A 0.15 M (6 INCH) ROUND
 ME3237'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE.  IT IS 25.3 M
 ME3237'(83.1 FT) SOUTHWEST OF THE CENTER OF A T-ROAD INTERSECTION, 7.9 M
 ME3237'(26 FT) WEST OF THE CENTER OF THE PERIMETER ROAD AND 0.85 M (2.8
 ME3237'FT) EAST OF THE PERIMETER FENCE.
 ME3237'
 ME3237'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0208 ***********************************************************************
 LC0208  DESIGNATION -  B 40
 LC0208  PID         -  LC0208
 LC0208  STATE/COUNTY-  IL/FORD
 LC0208  USGS QUAD   -  PERDUEVILLE (1984)
 LC0208
 LC0208                         *CURRENT SURVEY CONTROL
 LC0208  ___________________________________________________________________
 LC0208* NAD 83(1986)-  40 27 54.     (N)    088 12 29.     (W)     SCALED    
 LC0208* NAVD 88     -       226.499  (meters)     743.11   (feet)  ADJUSTED  
 LC0208  ___________________________________________________________________
 LC0208  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC0208  DYNAMIC HT  -         226.392 (meters)     742.75  (feet)  COMP
 LC0208  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 LC0208
 LC0208  VERT ORDER  -  SECOND    CLASS 0
 LC0208
 LC0208.The horizontal coordinates were scaled from a topographic map and have
 LC0208.an estimated accuracy of +/- 6 seconds.
 LC0208
 LC0208.The orthometric height was determined by differential leveling
 LC0208.and adjusted by the National Geodetic Survey in June 1991..
 LC0208
 LC0208.The geoid height was determined by GEOID03.
 LC0208
 LC0208.The dynamic height is computed by dividing the NAVD 88
 LC0208.geopotential number by the normal gravity value computed on the
 LC0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0208.degrees latitude (g = 980.6199 gals.).
 LC0208
 LC0208.The modeled gravity was interpolated from observed gravity values.
 LC0208
 LC0208;                    North         East    Units  Estimated Accuracy
 LC0208;SPC IL E     -   421,640.      310,630.      MT  (+/- 180 meters Scaled)
 LC0208
 LC0208                          SUPERSEDED SURVEY CONTROL
 LC0208
 LC0208  NGVD 29 (??/??/92)  226.559  (m)          743.30   (f) ADJ UNCH    2 0
 LC0208
 LC0208.Superseded values are not recommended for survey control.
 LC0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0208.See file dsdata.txt to determine how the superseded data were derived.
 LC0208
 LC0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK975800(NAD 83)
 LC0208_MARKER: DB = BENCH MARK DISK
 LC0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0208_SP_SET: BRIDGE
 LC0208_STAMPING: B 40 1934
 LC0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0208
 LC0208  HISTORY     - Date     Condition        Report By
 LC0208  HISTORY     - 1934     MONUMENTED       CGS
 LC0208  HISTORY     - 1973     GOOD             NGS
 LC0208  HISTORY     - 1980     MARK NOT FOUND   USGS
 LC0208
 LC0208                          STATION DESCRIPTION
 LC0208
 LC0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0208'3.4 MI E FROM ELLIOT.
 LC0208'3.4 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LC0208'FROM THE STATION AT ELLIOT, FORD COUNTY, 3 POLES WEST OF MILEPOST
 LC0208'331, AT 60-FOOT SKEW BRIDGE 807, IN THE TOP OF THE SOUTHEAST END
 LC0208'OF THE WEST CONCRETE ABUTMENT, 1.5 FEET SOUTH OF THE SOUTH GIRDER,
 LC0208'1.5 FEET WEST OF THE EAST EDGE OF THE ABUTMENT, AND ABOUT 3 FEET
 LC0208'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 40 1934.
 LC0208
 LC0208                          STATION RECOVERY (1973)
 LC0208
 LC0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0208'RECOVERED IN GOOD CONDITION.
 LC0208
 LC0208                          STATION RECOVERY (1980)
 LC0208
 LC0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LC0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0033 ***********************************************************************
 LC0033  DESIGNATION -  B 42
 LC0033  PID         -  LC0033
 LC0033  STATE/COUNTY-  IL/FORD
 LC0033  USGS QUAD   -  PIPER CITY (1986)
 LC0033
 LC0033                         *CURRENT SURVEY CONTROL
 LC0033  ___________________________________________________________________
 LC0033* NAD 83(1997)-  40 45 30.41095(N)    088 11 18.47478(W)     ADJUSTED  
 LC0033* NAVD 88     -       203.643  (meters)     668.12   (feet)  ADJUSTED  
 LC0033  ___________________________________________________________________
 LC0033  X           -     152,947.505 (meters)                     COMP
 LC0033  Y           -  -4,835,858.725 (meters)                     COMP
 LC0033  Z           -   4,142,253.188 (meters)                     COMP
 LC0033  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LC0033  ELLIP HEIGHT-         171.47  (meters)          (02/03/05) GPS OBS
 LC0033  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LC0033  DYNAMIC HT  -         203.555 (meters)     667.83  (feet)  COMP
 LC0033  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 LC0033
 LC0033  HORZ ORDER  -  FIRST
 LC0033  VERT ORDER  -  SECOND    CLASS 0
 LC0033  ELLP ORDER  -  FOURTH    CLASS II
 LC0033
 LC0033.The horizontal coordinates were established by GPS observations
 LC0033.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC0033
 LC0033.The orthometric height was determined by differential leveling
 LC0033.and adjusted by the National Geodetic Survey in June 1991..
 LC0033
 LC0033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0033
 LC0033.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0033
 LC0033.The ellipsoidal height was determined by GPS observations
 LC0033.and is referenced to NAD 83.
 LC0033
 LC0033.The geoid height was determined by GEOID03.
 LC0033
 LC0033.The dynamic height is computed by dividing the NAVD 88
 LC0033.geopotential number by the normal gravity value computed on the
 LC0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0033.degrees latitude (g = 980.6199 gals.).
 LC0033
 LC0033.The modeled gravity was interpolated from observed gravity values.
 LC0033
 LC0033;                    North         East     Units Scale Factor Converg.
 LC0033;SPC IL E     -   454,227.778   312,232.591   MT  0.99997684   +0 05 40.5
 LC0033;SPC IL E     - 1,490,245.63  1,024,383.09   sFT  0.99997684   +0 05 40.5
 LC0033;UTM  16      - 4,512,622.316   399,683.169   MT  0.99972386   -0 46 33.5
 LC0033
 LC0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0033!SPC IL E     -   0.99997310  x   0.99997684  =   0.99994994
 LC0033!UTM  16      -   0.99997310  x   0.99972386  =   0.99969697
 LC0033
 LC0033                          SUPERSEDED SURVEY CONTROL
 LC0033
 LC0033  NAVD 88 (03/04/03)  203.64   (m)          668.1    (f) LEVELING    3  
 LC0033  NGVD 29 (??/??/92)  203.712  (m)          668.35   (f) ADJ UNCH    2 0
 LC0033
 LC0033.Superseded values are not recommended for survey control.
 LC0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0033.See file dsdata.txt to determine how the superseded data were derived.
 LC0033
 LC0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9968312622(NAD 83)
 LC0033_MARKER: DB = BENCH MARK DISK
 LC0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0033_SP_SET: WATER TANK FOUNDATION
 LC0033_STAMPING: B 42 1935
 LC0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0033+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC0033
 LC0033  HISTORY     - Date     Condition        Report By
 LC0033  HISTORY     - 1935     MONUMENTED       CGS
 LC0033  HISTORY     - 200205   GOOD             ASCPC
 LC0033
 LC0033                          STATION DESCRIPTION
 LC0033
 LC0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LC0033'AT PIPER CITY.
 LC0033'AT PIPER CITY, FORD COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LC0033'RAILROAD, 250 YARDS EAST OF THE STATION, AT THE CITY WATER TANK,
 LC0033'IN THE TOP OF THE NORTH CORNER OF THE NORTHWEST CONCRETE
 LC0033'FOUNDATION, 54 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 LC0033'3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B
 LC0033'42 1935.
 LC0033
 LC0033                          STATION RECOVERY (2002)
 LC0033
 LC0033'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0033'RECOVERED AS DESCRIBED
 LC0033' 
 LC0033'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0662 ***********************************************************************
 LC0662  DESIGNATION -  B 43
 LC0662  PID         -  LC0662
 LC0662  STATE/COUNTY-  IL/MCLEAN
 LC0662  USGS QUAD   -  LEXINGTON (1981)
 LC0662
 LC0662                         *CURRENT SURVEY CONTROL
 LC0662  ___________________________________________________________________
 LC0662* NAD 83(1986)-  40 44 36.     (N)    088 48 18.     (W)     SCALED    
 LC0662* NAVD 88     -       231.456  (meters)     759.37   (feet)  ADJUSTED  
 LC0662  ___________________________________________________________________
 LC0662  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC0662  DYNAMIC HT  -         231.353 (meters)     759.03  (feet)  COMP
 LC0662  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 LC0662
 LC0662  VERT ORDER  -  SECOND    CLASS 0
 LC0662
 LC0662.The horizontal coordinates were scaled from a topographic map and have
 LC0662.an estimated accuracy of +/- 6 seconds.
 LC0662
 LC0662.The orthometric height was determined by differential leveling
 LC0662.and adjusted by the National Geodetic Survey in June 1991..
 LC0662
 LC0662.The geoid height was determined by GEOID03.
 LC0662
 LC0662.The dynamic height is computed by dividing the NAVD 88
 LC0662.geopotential number by the normal gravity value computed on the
 LC0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0662.degrees latitude (g = 980.6199 gals.).
 LC0662
 LC0662.The modeled gravity was interpolated from observed gravity values.
 LC0662
 LC0662;                    North         East    Units  Estimated Accuracy
 LC0662;SPC IL E     -   452,650.      260,160.      MT  (+/- 180 meters Scaled)
 LC0662
 LC0662                          SUPERSEDED SURVEY CONTROL
 LC0662
 LC0662  NGVD 29 (??/??/92)  231.502  (m)          759.52   (f) ADJ UNCH    2 0
 LC0662
 LC0662.Superseded values are not recommended for survey control.
 LC0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0662.See file dsdata.txt to determine how the superseded data were derived.
 LC0662
 LC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL476118(NAD 83)
 LC0662_MARKER: DB = BENCH MARK DISK
 LC0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0662_STAMPING: B 43 1934
 LC0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0662+STABILITY: SURFACE MOTION
 LC0662
 LC0662  HISTORY     - Date     Condition        Report By
 LC0662  HISTORY     - 1934     MONUMENTED       CGS
 LC0662
 LC0662                          STATION DESCRIPTION
 LC0662
 LC0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0662'AT MEADOWS.
 LC0662'AT MEADOWS, MCLEAN  COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LC0662'RAILROAD, 60 FEET EAST OF THE STATION, AT A STREET CROSSING, 36
 LC0662'FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 33 FEET WEST OF
 LC0662'THE CENTERLINE OF MAIN STREET, AND ONE FOOT ABOVE THE LEVEL OF
 LC0662'THE TRACK.  A STANDARD DISK, STAMPED B 43 1934 AND SET IN THE
 LC0662'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0081 ***********************************************************************
 LD0081  DESIGNATION -  B 44
 LD0081  PID         -  LD0081
 LD0081  STATE/COUNTY-  IL/FULTON
 LD0081  USGS QUAD   -  FARMINGTON WEST (1974)
 LD0081
 LD0081                         *CURRENT SURVEY CONTROL
 LD0081  ___________________________________________________________________
 LD0081* NAD 83(1986)-  40 41 58.     (N)    090 00 10.     (W)     SCALED    
 LD0081* NAVD 88     -       229.195  (meters)     751.95   (feet)  ADJUSTED  
 LD0081  ___________________________________________________________________
 LD0081  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0081  DYNAMIC HT  -         229.086 (meters)     751.59  (feet)  COMP
 LD0081  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 LD0081
 LD0081  VERT ORDER  -  SECOND    CLASS 0
 LD0081
 LD0081.The horizontal coordinates were scaled from a topographic map and have
 LD0081.an estimated accuracy of +/- 6 seconds.
 LD0081
 LD0081.The orthometric height was determined by differential leveling
 LD0081.and adjusted by the National Geodetic Survey in June 1991..
 LD0081
 LD0081.The geoid height was determined by GEOID03.
 LD0081
 LD0081.The dynamic height is computed by dividing the NAVD 88
 LD0081.geopotential number by the normal gravity value computed on the
 LD0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0081.degrees latitude (g = 980.6199 gals.).
 LD0081
 LD0081.The modeled gravity was interpolated from observed gravity values.
 LD0081
 LD0081;                    North         East    Units  Estimated Accuracy
 LD0081;SPC IL W     -   447,660.      713,850.      MT  (+/- 180 meters Scaled)
 LD0081
 LD0081                          SUPERSEDED SURVEY CONTROL
 LD0081
 LD0081  NGVD 29 (??/??/92)  229.271  (m)          752.20   (f) ADJ UNCH    2 0
 LD0081
 LD0081.Superseded values are not recommended for survey control.
 LD0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0081.See file dsdata.txt to determine how the superseded data were derived.
 LD0081
 LD0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF532097(NAD 83)
 LD0081_MARKER: DB = BENCH MARK DISK
 LD0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0081_SP_SET: PIONEER MEMORIAL CONCRETE BASE
 LD0081_STAMPING: B 44 1935
 LD0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0081+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 LD0081
 LD0081  HISTORY     - Date     Condition        Report By
 LD0081  HISTORY     - 1935     MONUMENTED       CGS
 LD0081  HISTORY     - 1942     GOOD             NGS
 LD0081  HISTORY     - 1980     GOOD             ILDT
 LD0081  HISTORY     - 20001205 GOOD             CMT
 LD0081
 LD0081                          STATION DESCRIPTION
 LD0081
 LD0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0081'AT FARMINGTON.
 LD0081'AT FARMINGTON, FULTON COUNTY, AT THE NORTH END OF THE CITY PARK,
 LD0081'30 FEET SOUTH OF THE CENTERLINE OF A STREET, AT THE PIONEER
 LD0081'MEMORIAL, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE,
 LD0081'AND 18 INCHES HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED
 LD0081'B 44 1935.
 LD0081
 LD0081                          STATION RECOVERY (1980)
 LD0081
 LD0081'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 LD0081'RECOVERED IN GOOD CONDITION.
 LD0081
 LD0081                          STATION RECOVERY (2000)
 LD0081
 LD0081'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (KWS)
 LD0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0957 ***********************************************************************
 MF0957  DESIGNATION -  B 45
 MF0957  PID         -  MF0957
 MF0957  STATE/COUNTY-  IL/STARK
 MF0957  USGS QUAD   -  BRADFORD (1983)
 MF0957
 MF0957                         *CURRENT SURVEY CONTROL
 MF0957  ___________________________________________________________________
 MF0957* NAD 83(1986)-  41 10 35.     (N)    089 39 45.     (W)     SCALED    
 MF0957* NAVD 88     -       243.849  (meters)     800.03   (feet)  ADJUSTED  
 MF0957  ___________________________________________________________________
 MF0957  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0957  DYNAMIC HT  -         243.744 (meters)     799.68  (feet)  COMP
 MF0957  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 MF0957
 MF0957  VERT ORDER  -  SECOND    CLASS 0
 MF0957
 MF0957.The horizontal coordinates were scaled from a topographic map and have
 MF0957.an estimated accuracy of +/- 6 seconds.
 MF0957
 MF0957.The orthometric height was determined by differential leveling
 MF0957.and adjusted by the National Geodetic Survey in June 1991..
 MF0957
 MF0957.The geoid height was determined by GEOID03.
 MF0957
 MF0957.The dynamic height is computed by dividing the NAVD 88
 MF0957.geopotential number by the normal gravity value computed on the
 MF0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0957.degrees latitude (g = 980.6199 gals.).
 MF0957
 MF0957.The modeled gravity was interpolated from observed gravity values.
 MF0957
 MF0957;                    North         East    Units  Estimated Accuracy
 MF0957;SPC IL W     -   500,740.      742,300.      MT  (+/- 180 meters Scaled)
 MF0957
 MF0957                          SUPERSEDED SURVEY CONTROL
 MF0957
 MF0957  NGVD 29 (??/??/92)  243.925  (m)          800.28   (f) ADJ UNCH    2 0
 MF0957
 MF0957.Superseded values are not recommended for survey control.
 MF0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0957.See file dsdata.txt to determine how the superseded data were derived.
 MF0957
 MF0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL766617(NAD 83)
 MF0957_MARKER: DB = BENCH MARK DISK
 MF0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0957_STAMPING: B 45 1934
 MF0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0957+STABILITY: SURFACE MOTION
 MF0957
 MF0957  HISTORY     - Date     Condition        Report By
 MF0957  HISTORY     - 1934     MONUMENTED       CGS
 MF0957  HISTORY     - 1942     GOOD             NGS
 MF0957  HISTORY     - 1980     MARK NOT FOUND   USGS
 MF0957  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 MF0957
 MF0957                          STATION DESCRIPTION
 MF0957
 MF0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MF0957'AT BRADFORD.
 MF0957'AT BRADFORD, STARK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MF0957'RAILROAD, AT THE STATION, ABOUT 400 FEET SOUTHWEST OF THE STATE
 MF0957'HIGHWAY 88 OVERPASS, ABOUT 200 FEET NORTHEAST OF A ROAD CROSSING,
 MF0957'15 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND 7 FEET
 MF0957'EAST OF A POLE.  A STANDARD DISK, STAMPED B 45 1934 AND SET IN
 MF0957'THE TOP OF A CONCRETE POST.
 MF0957
 MF0957                          STATION RECOVERY (1980)
 MF0957
 MF0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MF0957'MARK NOT FOUND.
 MF0957
 MF0957                          STATION RECOVERY (1997)
 MF0957
 MF0957'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1124 ***********************************************************************
 MF1124  DESIGNATION -  B 46
 MF1124  PID         -  MF1124
 MF1124  STATE/COUNTY-  IL/LEE
 MF1124  USGS QUAD   -  HARMON (1982)
 MF1124
 MF1124                         *CURRENT SURVEY CONTROL
 MF1124  ___________________________________________________________________
 MF1124* NAD 83(1986)-  41 42 11.     (N)    089 37 21.     (W)     SCALED    
 MF1124* NAVD 88     -       199.591  (meters)     654.82   (feet)  ADJUSTED  
 MF1124  ___________________________________________________________________
 MF1124  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1124  DYNAMIC HT  -         199.518 (meters)     654.59  (feet)  COMP
 MF1124  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 MF1124
 MF1124  VERT ORDER  -  SECOND    CLASS 0
 MF1124
 MF1124.The horizontal coordinates were scaled from a topographic map and have
 MF1124.an estimated accuracy of +/- 6 seconds.
 MF1124
 MF1124.The orthometric height was determined by differential leveling
 MF1124.and adjusted by the National Geodetic Survey in June 1991..
 MF1124
 MF1124.The geoid height was determined by GEOID03.
 MF1124
 MF1124.The dynamic height is computed by dividing the NAVD 88
 MF1124.geopotential number by the normal gravity value computed on the
 MF1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1124.degrees latitude (g = 980.6199 gals.).
 MF1124
 MF1124.The modeled gravity was interpolated from observed gravity values.
 MF1124
 MF1124;                    North         East    Units  Estimated Accuracy
 MF1124;SPC IL W     -   559,250.      745,290.      MT  (+/- 180 meters Scaled)
 MF1124
 MF1124                          SUPERSEDED SURVEY CONTROL
 MF1124
 MF1124  NGVD 29 (??/??/92)  199.657  (m)          655.04   (f) ADJ UNCH    2 0
 MF1124
 MF1124.Superseded values are not recommended for survey control.
 MF1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1124.See file dsdata.txt to determine how the superseded data were derived.
 MF1124
 MF1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM817201(NAD 83)
 MF1124_MARKER: DB = BENCH MARK DISK
 MF1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1124_STAMPING: B 46 1934
 MF1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1124+STABILITY: SURFACE MOTION
 MF1124
 MF1124  HISTORY     - Date     Condition        Report By
 MF1124  HISTORY     - 1934     MONUMENTED       CGS
 MF1124  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF1124  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF1124  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1124  HISTORY     - 20030605 MARK NOT FOUND   USPSQD
 MF1124
 MF1124                          STATION DESCRIPTION
 MF1124
 MF1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1124'AT VAN PETTEN.
 MF1124'AT VAN PETTEN, LEE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 MF1124'RAILWAY, 2 POLES NORTH OF THE STATION, 43 FEET EAST OF THE
 MF1124'CENTERLINE OF THE MAIN TRACK, 5 FEET NORTH OF A POLE, AND ABOUT 1
 MF1124'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 46 1934
 MF1124'AND SET IN THE TOP OF A CONCRETE POST.
 MF1124
 MF1124                          STATION RECOVERY (1979)
 MF1124
 MF1124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF1124'MARK NOT FOUND.
 MF1124
 MF1124                          STATION RECOVERY (1995)
 MF1124
 MF1124'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1124'MARK NOT FOUND.
 MF1124
 MF1124                          STATION RECOVERY (2002)
 MF1124
 MF1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1124'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1124
 MF1124                          STATION RECOVERY (2003)
 MF1124
 MF1124'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0717 ***********************************************************************
 NH0717  DESIGNATION -  B 47 RESET 1973
 NH0717  PID         -  NH0717
 NH0717  STATE/COUNTY-  IL/OGLE
 NH0717  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0717
 NH0717                         *CURRENT SURVEY CONTROL
 NH0717  ___________________________________________________________________
 NH0717* NAD 83(1986)-  42 08 33.     (N)    089 35 10.     (W)     SCALED    
 NH0717* NAVD 88     -       283.07   (meters)     928.7    (feet)  RESET     
 NH0717  ___________________________________________________________________
 NH0717  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NH0717
 NH0717  VERT ORDER  -  THIRD
 NH0717
 NH0717.The horizontal coordinates were scaled from a topographic map and have
 NH0717.an estimated accuracy of +/- 6 seconds.
 NH0717
 NH0717.The orthometric height was computed from unverified reset data.
 NH0717
 NH0717.The geoid height was determined by GEOID03.
 NH0717
 NH0717;                    North         East    Units  Estimated Accuracy
 NH0717;SPC IL W     -   608,070.      747,990.      MT  (+/- 180 meters Scaled)
 NH0717
 NH0717                          SUPERSEDED SURVEY CONTROL
 NH0717
 NH0717.No superseded survey control is available for this station.
 NH0717
 NH0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM862688(NAD 83)
 NH0717_MARKER: DB = BENCH MARK DISK
 NH0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0717_SP_SET: CULVERT
 NH0717_STAMPING: B 47 RESET 1973
 NH0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0717
 NH0717  HISTORY     - Date     Condition        Report By
 NH0717  HISTORY     - 1973     MONUMENTED       ILDT
 NH0717
 NH0717                          STATION DESCRIPTION
 NH0717
 NH0717'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 NH0717'1.1 MI N FROM FORRESTON.
 NH0717'1.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NH0717'STATION AT FORRESTON, OGLE COUNTY, AT A ROAD CROSSING, 54 FEET
 NH0717'WEST OF THE CENTER LINE OF THE TRACK, AT A CULVERT UNDER THE
 NH0717'ROAD, IN THE TOP OF THE SOUTH CONCRETE HEADWALL, AND LEVEL WITH
 NH0717'THE TRACK.  A STANDARD DISK, STAMPED B 47 RESET 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1184 ***********************************************************************
 MF1184  DESIGNATION -  B 48
 MF1184  PID         -  MF1184
 MF1184  STATE/COUNTY-  IL/WHITESIDE
 MF1184  USGS QUAD   -  STERLING (1983)
 MF1184
 MF1184                         *CURRENT SURVEY CONTROL
 MF1184  ___________________________________________________________________
 MF1184* NAD 83(1986)-  41 47 11.     (N)    089 41 47.     (W)     SCALED    
 MF1184* NAVD 88     -       199.072  (meters)     653.12   (feet)  ADJUSTED  
 MF1184  ___________________________________________________________________
 MF1184  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1184  DYNAMIC HT  -         199.001 (meters)     652.89  (feet)  COMP
 MF1184  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 MF1184
 MF1184  VERT ORDER  -  SECOND    CLASS 0
 MF1184
 MF1184.The horizontal coordinates were scaled from a topographic map and have
 MF1184.an estimated accuracy of +/- 6 seconds.
 MF1184
 MF1184.The orthometric height was determined by differential leveling
 MF1184.and adjusted by the National Geodetic Survey in June 1991..
 MF1184
 MF1184.The geoid height was determined by GEOID03.
 MF1184
 MF1184.The dynamic height is computed by dividing the NAVD 88
 MF1184.geopotential number by the normal gravity value computed on the
 MF1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1184.degrees latitude (g = 980.6199 gals.).
 MF1184
 MF1184.The modeled gravity was interpolated from observed gravity values.
 MF1184
 MF1184;                    North         East    Units  Estimated Accuracy
 MF1184;SPC IL W     -   568,470.      739,090.      MT  (+/- 180 meters Scaled)
 MF1184
 MF1184                          SUPERSEDED SURVEY CONTROL
 MF1184
 MF1184  NGVD 29 (??/??/92)  199.132  (m)          653.32   (f) ADJ UNCH    2 0
 MF1184
 MF1184.Superseded values are not recommended for survey control.
 MF1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1184.See file dsdata.txt to determine how the superseded data were derived.
 MF1184
 MF1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM759295(NAD 83)
 MF1184_MARKER: DB = BENCH MARK DISK
 MF1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1184_SP_SET: WALL
 MF1184_STAMPING: B 48 1934
 MF1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1184
 MF1184  HISTORY     - Date     Condition        Report By
 MF1184  HISTORY     - 1934     MONUMENTED       CGS
 MF1184  HISTORY     - 19940706 GOOD             USPSQD
 MF1184  HISTORY     - 19990501 GOOD             USPSQD
 MF1184  HISTORY     - 20030312 GOOD             USPSQD
 MF1184  HISTORY     - 20050321 GOOD             USPSQD
 MF1184
 MF1184                          STATION DESCRIPTION
 MF1184
 MF1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1184'AT STERLING.
 MF1184'AT STERLING, WHITESIDE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MF1184'RAILROAD, IN THE FRONT BRICK WALL OF THE STATION, NEAR THE SOUTHEAST
 MF1184'CORNER, AND 3.5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 MF1184'B 48 1934, AND SET VERTICALLY.
 MF1184
 MF1184                          STATION RECOVERY (1994)
 MF1184
 MF1184'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1184'RECOVERED IN GOOD CONDITION.
 MF1184
 MF1184                          STATION RECOVERY (1999)
 MF1184
 MF1184'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1184'RECOVERED IN GOOD CONDITION.
 MF1184
 MF1184                          STATION RECOVERY (2003)
 MF1184
 MF1184'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MF1184'RECOVERED IN GOOD CONDITION.
 MF1184
 MF1184                          STATION RECOVERY (2005)
 MF1184
 MF1184'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3238 ***********************************************************************
 ME3238  DESIGNATION -  B 5
 ME3238  PID         -  ME3238
 ME3238  STATE/COUNTY-  IL/COOK
 ME3238  USGS QUAD   -  ELMHURST (1997)
 ME3238
 ME3238                         *CURRENT SURVEY CONTROL
 ME3238  ___________________________________________________________________
 ME3238* NAD 83(1997)-  41 59 45.48851(N)    087 56 06.23336(W)     ADJUSTED  
 ME3238* NAVD 88     -       202.3    (meters)     664.     (feet)  VERTCON   
 ME3238  ___________________________________________________________________
 ME3238  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 ME3238  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3238
 ME3238  HORZ ORDER  -  SECOND
 ME3238
 ME3238.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3238
 ME3238.The horizontal coordinates were established by classical geodetic methods
 ME3238.and adjusted by the National Geodetic Survey in October 1999..
 ME3238
 ME3238.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3238
 ME3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3238
 ME3238.The geoid height was determined by GEOID03.
 ME3238
 ME3238;                    North         East     Units Scale Factor Converg.
 ME3238;SPC IL E     -   591,731.622   332,998.135   MT  0.99998839   +0 15 59.3
 ME3238;SPC IL E     - 1,941,372.83  1,092,511.38   sFT  0.99998839   +0 15 59.3
 ME3238;UTM  16      - 4,649,751.515   422,554.902   MT  0.99967380   -0 37 32.4
 ME3238
 ME3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3238!SPC IL E     -   0.99997353  x   0.99998839  =   0.99996192
 ME3238!UTM  16      -   0.99997353  x   0.99967380  =   0.99964734
 ME3238
 ME3238:                Primary Azimuth Mark                     Grid Az
 ME3238:SPC IL E     -  K 27                                     011 28 37.7
 ME3238:UTM  16      -  K 27                                     012 22 09.4
 ME3238
 ME3238|---------------------------------------------------------------------|
 ME3238| PID    Reference Object                     Distance      Geod. Az  |
 ME3238|                                                           dddmmss.s |
 ME3238| NG0772 K 27                                APPROX. 0.6 KM 0114437.0 |
 ME3238| ME3270 O HARE CONTROL TWR BALL             APPROX. 3.3 KM 1291341.5 |
 ME3238| ME3265 K 29                                APPROX. 0.6 KM 2124731.6 |
 ME3238|---------------------------------------------------------------------|
 ME3238
 ME3238                          SUPERSEDED SURVEY CONTROL
 ME3238
 ME3238  NAD 83(1997)-  41 59 45.48857(N)    087 56 06.23394(W) AD(       ) 2
 ME3238  NAD 83(1997)-  41 59 45.48807(N)    087 56 06.24879(W) AD(       ) 2
 ME3238  NAD 83(1986)-  41 59 45.48976(N)    087 56 06.24846(W) AD(       ) 2
 ME3238  NGVD 29 (08/23/90)  202.4    (m)          664.     (f) VERT ANG       
 ME3238
 ME3238.Superseded values are not recommended for survey control.
 ME3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3238.See file dsdata.txt to determine how the superseded data were derived.
 ME3238
 ME3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2255549752(NAD 83)
 ME3238_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3238+WITH SETTING: PAVEMENT
 ME3238_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3238+STABILITY: SURFACE MOTION
 ME3238
 ME3238  HISTORY     - Date     Condition        Report By
 ME3238  HISTORY     - 1983     MONUMENTED       IL1670
 ME3238
 ME3238                          STATION DESCRIPTION
 ME3238
 ME3238'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3238'THE STATION IS LOCATED NEAR THE WEST-NORTHWEST EDGE OF THE CHICAGO
 ME3238'O HARE INTERNATIONAL AIRPORT, ABOUT 122 M (400 FT) SOUTH OF A
 ME3238'LOCKHEED BUILDING AT THE AIRPORT TANK FARM.  AN ESCORT IS NEEDED TO
 ME3238'REACH THE STATION.
 ME3238'
 ME3238'TO REACH THE STATION FROM THE SOUTH CORNER ENTRANCE TO THE AIRPORT
 ME3238'TANK FARM, GO SOUTHWEST ALONG BLADED PERIMETER ROAD FOR ABOUT 0.15
 ME3238'KM (0.1 MI) TO THE STATION ON THE LEFT.
 ME3238'
 ME3238'THE STATION IS A STANDARD COC DISK STAMPED---B5 1983---CEMENTED
 ME3238'INTO A DRILL HOLE IN A 45 CM (1.5 FT) SQUARE CONCRETE FOOTING THAT
 ME3238'PROJECTS 5 CM (2 INCHES).  IT IS 52.4 M (172 FT) EAST OF THE SOUTH
 ME3238'1 OF 8 FUEL PIPES WHICH PROJECT 0.9 M (3 FT), 41.1 M (135 FT) EAST
 ME3238'OF THE CENTER OF A 90 DEGREE CURVE IN THE PERIMETER ROAD AND 15.8 M
 ME3238'(52 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE PERIMETER ROAD.
 ME3238'
 ME3238'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0038 ***********************************************************************
 MF0038  DESIGNATION -  B 50
 MF0038  PID         -  MF0038
 MF0038  STATE/COUNTY-  IL/KENDALL
 MF0038  USGS QUAD   -  YORKVILLE (1993)
 MF0038
 MF0038                         *CURRENT SURVEY CONTROL
 MF0038  ___________________________________________________________________
 MF0038* NAD 83(1986)-  41 41 09.     (N)    088 25 53.     (W)     SCALED    
 MF0038* NAVD 88     -       196.205  (meters)     643.72   (feet)  ADJUSTED  
 MF0038  ___________________________________________________________________
 MF0038  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0038  DYNAMIC HT  -         196.134 (meters)     643.48  (feet)  COMP
 MF0038  MODELED GRAV-     980,260.3   (mgal)                       NAVD 88
 MF0038
 MF0038  VERT ORDER  -  SECOND    CLASS 0
 MF0038
 MF0038.The horizontal coordinates were scaled from a topographic map and have
 MF0038.an estimated accuracy of +/- 6 seconds.
 MF0038
 MF0038.The orthometric height was determined by differential leveling
 MF0038.and adjusted by the National Geodetic Survey in June 1991..
 MF0038
 MF0038.The geoid height was determined by GEOID03.
 MF0038
 MF0038.The dynamic height is computed by dividing the NAVD 88
 MF0038.geopotential number by the normal gravity value computed on the
 MF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0038.degrees latitude (g = 980.6199 gals.).
 MF0038
 MF0038.The modeled gravity was interpolated from observed gravity values.
 MF0038
 MF0038;                    North         East    Units  Estimated Accuracy
 MF0038;SPC IL E     -   557,210.      291,840.      MT  (+/- 180 meters Scaled)
 MF0038
 MF0038                          SUPERSEDED SURVEY CONTROL
 MF0038
 MF0038  NGVD 29 (??/??/92)  196.278  (m)          643.96   (f) ADJ UNCH    2 0
 MF0038
 MF0038.Superseded values are not recommended for survey control.
 MF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0038.See file dsdata.txt to determine how the superseded data were derived.
 MF0038
 MF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM808158(NAD 83)
 MF0038_MARKER: DB = BENCH MARK DISK
 MF0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0038_SP_SET: BRIDGE
 MF0038_STAMPING: B 50 1934
 MF0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0038+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 MF0038
 MF0038  HISTORY     - Date     Condition        Report By
 MF0038  HISTORY     - 1934     MONUMENTED       CGS
 MF0038  HISTORY     - 1956     GOOD             NGS
 MF0038  HISTORY     - 1987     GOOD             USPSQD
 MF0038  HISTORY     - 1989     GOOD             USPSQD
 MF0038  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF0038  HISTORY     - 20020207 GOOD             USPSQD
 MF0038  HISTORY     - 20050324 GOOD             USPSQD
 MF0038
 MF0038                          STATION DESCRIPTION
 MF0038
 MF0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MF0038'0.5 MI W FROM BRISTOL.
 MF0038'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0038'FROM THE STATION AT BRISTOL, KENDALL COUNTY, 7 POLES EAST OF
 MF0038'MILEPOST 46, 9 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 MF0038'AT A SIGNAL BRIDGE, IN THE TOP OF THE WEST CORNER OF THE 3- BY
 MF0038'8-FOOT CONCRETE BASE, AND 18 INCHES ABOVE THE LEVEL OF THE TRACK.
 MF0038'A STANDARD DISK, STAMPED B 50 1934.
 MF0038
 MF0038                          STATION RECOVERY (1987)
 MF0038
 MF0038'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0038'RECOVERED IN GOOD CONDITION.
 MF0038
 MF0038                          STATION RECOVERY (1989)
 MF0038
 MF0038'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 MF0038'RECOVERED IN GOOD CONDITION.
 MF0038
 MF0038                          STATION RECOVERY (2001)
 MF0038
 MF0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0038'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0038
 MF0038                          STATION RECOVERY (2002)
 MF0038
 MF0038'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAD)
 MF0038'RECOVERED IN GOOD CONDITION.
 MF0038
 MF0038                          STATION RECOVERY (2005)
 MF0038
 MF0038'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAD)
 MF0038'REBALLASTING OF TRACK HAS PUT MARK 4 INCHES BELOW TOP OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0498 ***********************************************************************
 MF0498  DESIGNATION -  B 51
 MF0498  PID         -  MF0498
 MF0498  STATE/COUNTY-  IL/LA SALLE
 MF0498  USGS QUAD   -  EARLVILLE (1971)
 MF0498
 MF0498                         *CURRENT SURVEY CONTROL
 MF0498  ___________________________________________________________________
 MF0498* NAD 83(1986)-  41 35 23.     (N)    088 55 40.     (W)     SCALED    
 MF0498* NAVD 88     -       213.390  (meters)     700.10   (feet)  ADJUSTED  
 MF0498  ___________________________________________________________________
 MF0498  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF0498  DYNAMIC HT  -         213.305 (meters)     699.82  (feet)  COMP
 MF0498  MODELED GRAV-     980,221.6   (mgal)                       NAVD 88
 MF0498
 MF0498  VERT ORDER  -  SECOND    CLASS 0
 MF0498
 MF0498.The horizontal coordinates were scaled from a topographic map and have
 MF0498.an estimated accuracy of +/- 6 seconds.
 MF0498
 MF0498.The orthometric height was determined by differential leveling
 MF0498.and adjusted by the National Geodetic Survey in June 1991..
 MF0498
 MF0498.The geoid height was determined by GEOID03.
 MF0498
 MF0498.The dynamic height is computed by dividing the NAVD 88
 MF0498.geopotential number by the normal gravity value computed on the
 MF0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0498.degrees latitude (g = 980.6199 gals.).
 MF0498
 MF0498.The modeled gravity was interpolated from observed gravity values.
 MF0498
 MF0498;                    North         East    Units  Estimated Accuracy
 MF0498;SPC IL E     -   546,710.      250,440.      MT  (+/- 180 meters Scaled)
 MF0498
 MF0498                          SUPERSEDED SURVEY CONTROL
 MF0498
 MF0498  NGVD 29 (??/??/92)  213.454  (m)          700.31   (f) ADJ UNCH    2 0
 MF0498
 MF0498.Superseded values are not recommended for survey control.
 MF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0498.See file dsdata.txt to determine how the superseded data were derived.
 MF0498
 MF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM393060(NAD 83)
 MF0498_MARKER: DB = BENCH MARK DISK
 MF0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0498_SP_SET: SIGNAL CONTROL BASE
 MF0498_STAMPING: B 51 1934
 MF0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0498
 MF0498  HISTORY     - Date     Condition        Report By
 MF0498  HISTORY     - 1934     MONUMENTED       CGS
 MF0498  HISTORY     - 19970801 MARK NOT FOUND   USPSQD
 MF0498  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 MF0498
 MF0498                          STATION DESCRIPTION
 MF0498
 MF0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0498'AT EARLVILLE.
 MF0498'AT EARLVILLE, LA SALLE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 MF0498'RAILWAY, 450 FEET NORTHEAST OF THE CROSSING OF THE CHICAGO,
 MF0498'BURLINGTON AND QUINCY RAILROAD, AT A ROAD CROSSING, 45 FEET
 MF0498'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 6 FEET SOUTHEAST OF
 MF0498'THE CENTERLINE OF THE TRACK, IN THE TOP OF THE WEST CORNER OF
 MF0498'A CONCRETE SIGNAL-CONTROL BASE, AND ABOUT 8 INCHES LOWER THAN THE
 MF0498'TRACK.  A STANDARD DISK, STAMPED B 51 1934.
 MF0498
 MF0498                          STATION RECOVERY (1997)
 MF0498
 MF0498'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0498'MARK NOT FOUND.
 MF0498
 MF0498                          STATION RECOVERY (2002)
 MF0498
 MF0498'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1055 ***********************************************************************
 MF1055  DESIGNATION -  B 52
 MF1055  PID         -  MF1055
 MF1055  STATE/COUNTY-  IL/HENRY
 MF1055  USGS QUAD   -  ANNAWAN (1983)
 MF1055
 MF1055                         *CURRENT SURVEY CONTROL
 MF1055  ___________________________________________________________________
 MF1055* NAD 83(1986)-  41 24 39.     (N)    089 57 56.     (W)     SCALED    
 MF1055* NAVD 88     -       190.274  (meters)     624.26   (feet)  ADJUSTED  
 MF1055  ___________________________________________________________________
 MF1055  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1055  DYNAMIC HT  -         190.198 (meters)     624.01  (feet)  COMP
 MF1055  MODELED GRAV-     980,223.5   (mgal)                       NAVD 88
 MF1055
 MF1055  VERT ORDER  -  SECOND    CLASS 0
 MF1055
 MF1055.The horizontal coordinates were scaled from a topographic map and have
 MF1055.an estimated accuracy of +/- 6 seconds.
 MF1055
 MF1055.The orthometric height was determined by differential leveling
 MF1055.and adjusted by the National Geodetic Survey in June 1991..
 MF1055
 MF1055.The geoid height was determined by GEOID03.
 MF1055
 MF1055.The dynamic height is computed by dividing the NAVD 88
 MF1055.geopotential number by the normal gravity value computed on the
 MF1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1055.degrees latitude (g = 980.6199 gals.).
 MF1055
 MF1055.The modeled gravity was interpolated from observed gravity values.
 MF1055
 MF1055;                    North         East    Units  Estimated Accuracy
 MF1055;SPC IL W     -   526,670.      716,810.      MT  (+/- 180 meters Scaled)
 MF1055
 MF1055                          SUPERSEDED SURVEY CONTROL
 MF1055
 MF1055  NGVD 29 (??/??/92)  190.337  (m)          624.46   (f) ADJ UNCH    2 0
 MF1055
 MF1055.Superseded values are not recommended for survey control.
 MF1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1055.See file dsdata.txt to determine how the superseded data were derived.
 MF1055
 MF1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL521886(NAD 83)
 MF1055_MARKER: DB = BENCH MARK DISK
 MF1055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1055_SP_SET: ABUTMENT
 MF1055_STAMPING: B 52 1934
 MF1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1055
 MF1055  HISTORY     - Date     Condition        Report By
 MF1055  HISTORY     - 1934     MONUMENTED       CGS
 MF1055  HISTORY     - 1959     GOOD             NGS
 MF1055  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF1055  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 MF1055  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MF1055  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MF1055
 MF1055                          STATION DESCRIPTION
 MF1055
 MF1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1055'2.6 MI E FROM ATKINSON.
 MF1055'ABOUT 2.65 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC
 MF1055'GRADE SCHOOL BUILDING AT ATKINSON, ABOUT 2 TELEPHONE POLES EAST
 MF1055'OF MILE POST 149, AT RAILWAY BRIDGE 1489, SET IN THE TOP OF THE
 MF1055'SOUTH END OF THE EAST ABUTMENT OF A 30-FOOT RAILWAY BRIDGE, 4.5
 MF1055'FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, 70 FEET
 MF1055'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE
 MF1055'LEVEL OF THE TRACK.
 MF1055
 MF1055                          STATION RECOVERY (1979)
 MF1055
 MF1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF1055'MARK NOT FOUND.
 MF1055
 MF1055                          STATION RECOVERY (1996)
 MF1055
 MF1055'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1055'MARK NOT FOUND.
 MF1055
 MF1055                          STATION RECOVERY (2001)
 MF1055
 MF1055'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1055'MARK NOT FOUND.
 MF1055
 MF1055                          STATION RECOVERY (2004)
 MF1055
 MF1055'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0047 ***********************************************************************
 MG0047  DESIGNATION -  B 53
 MG0047  PID         -  MG0047
 MG0047  STATE/COUNTY-  IL/HENRY
 MG0047  USGS QUAD   -  GREEN ROCK (1992)
 MG0047
 MG0047                         *CURRENT SURVEY CONTROL
 MG0047  ___________________________________________________________________
 MG0047* NAD 83(1986)-  41 28 11.     (N)    090 21 20.     (W)     SCALED    
 MG0047* NAVD 88     -       178.214  (meters)     584.69   (feet)  ADJUSTED  
 MG0047  ___________________________________________________________________
 MG0047  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0047  DYNAMIC HT  -         178.145 (meters)     584.46  (feet)  COMP
 MG0047  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 MG0047
 MG0047  VERT ORDER  -  SECOND    CLASS 0
 MG0047
 MG0047.The horizontal coordinates were scaled from a topographic map and have
 MG0047.an estimated accuracy of +/- 6 seconds.
 MG0047
 MG0047.The orthometric height was determined by differential leveling
 MG0047.and adjusted by the National Geodetic Survey in June 1991..
 MG0047
 MG0047.The geoid height was determined by GEOID03.
 MG0047
 MG0047.The dynamic height is computed by dividing the NAVD 88
 MG0047.geopotential number by the normal gravity value computed on the
 MG0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0047.degrees latitude (g = 980.6199 gals.).
 MG0047
 MG0047.The modeled gravity was interpolated from observed gravity values.
 MG0047
 MG0047;                    North         East    Units  Estimated Accuracy
 MG0047;SPC IL W     -   533,210.      684,220.      MT  (+/- 180 meters Scaled)
 MG0047
 MG0047                          SUPERSEDED SURVEY CONTROL
 MG0047
 MG0047  NGVD 29 (??/??/92)  178.294  (m)          584.95   (f) ADJ UNCH    2 0
 MG0047
 MG0047.Superseded values are not recommended for survey control.
 MG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0047.See file dsdata.txt to determine how the superseded data were derived.
 MG0047
 MG0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF208942(NAD 83)
 MG0047_MARKER: DB = BENCH MARK DISK
 MG0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0047_STAMPING: B 53 1934
 MG0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0047+STABILITY: SURFACE MOTION
 MG0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0047+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005
 MG0047
 MG0047  HISTORY     - Date     Condition        Report By
 MG0047  HISTORY     - 1934     MONUMENTED       CGS
 MG0047  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0047  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0047  HISTORY     - 20040630 MARK NOT FOUND   USPSQD
 MG0047  HISTORY     - 20050331 GOOD             ILDT
 MG0047
 MG0047                          STATION DESCRIPTION
 MG0047
 MG0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0047'0.9 MI S FROM COLONA.
 MG0047'0.9 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0047'RAILROAD FROM THE STATION AT COLONA, HENRY COUNTY, AT THE CROSSING
 MG0047'OF U.S. HIGHWAY 6, 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MG0047'45 FEET WEST OF THE CENTERLINE OF THE TRACK, 2 FEET EAST OF
 MG0047'A FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B
 MG0047'53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0047
 MG0047                          STATION RECOVERY (1988)
 MG0047
 MG0047'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0047'MARK NOT FOUND.
 MG0047
 MG0047                          STATION RECOVERY (1996)
 MG0047
 MG0047'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0047'MARK NOT FOUND.
 MG0047
 MG0047                          STATION RECOVERY (2004)
 MG0047
 MG0047'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 MG0047'MARK NOT FOUND.
 MG0047
 MG0047                          STATION RECOVERY (2005)
 MG0047
 MG0047'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TH)
 MG0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0001 ***********************************************************************
 LD0001  DESIGNATION -  B 54
 LD0001  PID         -  LD0001
 LD0001  STATE/COUNTY-  IL/KNOX
 LD0001  USGS QUAD   -  GALESBURG EAST (1982)
 LD0001
 LD0001                         *CURRENT SURVEY CONTROL
 LD0001  ___________________________________________________________________
 LD0001* NAD 83(1986)-  40 56 23.     (N)    090 21 55.     (W)     SCALED    
 LD0001* NAVD 88     -       239.964  (meters)     787.28   (feet)  ADJUSTED  
 LD0001  ___________________________________________________________________
 LD0001  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0001  DYNAMIC HT  -         239.856 (meters)     786.93  (feet)  COMP
 LD0001  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 LD0001
 LD0001  VERT ORDER  -  SECOND    CLASS 0
 LD0001
 LD0001.The horizontal coordinates were scaled from a topographic map and have
 LD0001.an estimated accuracy of +/- 6 seconds.
 LD0001
 LD0001.The orthometric height was determined by differential leveling
 LD0001.and adjusted by the National Geodetic Survey in June 1991..
 LD0001
 LD0001.The geoid height was determined by GEOID03.
 LD0001
 LD0001.The dynamic height is computed by dividing the NAVD 88
 LD0001.geopotential number by the normal gravity value computed on the
 LD0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0001.degrees latitude (g = 980.6199 gals.).
 LD0001
 LD0001.The modeled gravity was interpolated from observed gravity values.
 LD0001
 LD0001;                    North         East    Units  Estimated Accuracy
 LD0001;SPC IL W     -   474,350.      683,280.      MT  (+/- 180 meters Scaled)
 LD0001
 LD0001                          SUPERSEDED SURVEY CONTROL
 LD0001
 LD0001  NGVD 29 (??/??/92)  240.017  (m)          787.46   (f) ADJ UNCH    2 0
 LD0001
 LD0001.Superseded values are not recommended for survey control.
 LD0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0001.See file dsdata.txt to determine how the superseded data were derived.
 LD0001
 LD0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF217354(NAD 83)
 LD0001_MARKER: DB = BENCH MARK DISK
 LD0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0001_SP_SET: BRIDGE
 LD0001_STAMPING: B 54 1934
 LD0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0001
 LD0001  HISTORY     - Date     Condition        Report By
 LD0001  HISTORY     - 1934     MONUMENTED       CGS
 LD0001  HISTORY     - 1943     GOOD             NGS
 LD0001  HISTORY     - 1965     GOOD             NGS
 LD0001  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0001  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0001
 LD0001                          STATION DESCRIPTION
 LD0001
 LD0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0001'AT GALESBURG.
 LD0001'AT GALESBURG, KNOX COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0001'RAILROAD, 0.3 MILE SOUTH OF THE STATION, AT A STREET UNDERPASS,
 LD0001'IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 8 FEET EAST
 LD0001'OF THE CENTERLINE OF THE TRACK, AND 6 INCHES LOWER THAN THE
 LD0001'TRACK.  A STANDARD DISK, STAMPED B 54 1934.
 LD0001
 LD0001                          STATION RECOVERY (1965)
 LD0001
 LD0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LD0001'RECOVERED IN GOOD CONDITION.
 LD0001
 LD0001                          STATION RECOVERY (1997)
 LD0001
 LD0001'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0001'MARK NOT FOUND.
 LD0001
 LD0001                          STATION RECOVERY (2005)
 LD0001
 LD0001'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0323 ***********************************************************************
 LD0323  DESIGNATION -  B 56
 LD0323  PID         -  LD0323
 LD0323  STATE/COUNTY-  IL/CASS
 LD0323  USGS QUAD   -  BEARDSTOWN (1981)
 LD0323
 LD0323                         *CURRENT SURVEY CONTROL
 LD0323  ___________________________________________________________________
 LD0323* NAD 83(1986)-  40 01 14.     (N)    090 25 45.     (W)     SCALED    
 LD0323* NAVD 88     -       136.553  (meters)     448.01   (feet)  ADJUSTED  
 LD0323  ___________________________________________________________________
 LD0323  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0323  DYNAMIC HT  -         136.482 (meters)     447.77  (feet)  COMP
 LD0323  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 LD0323
 LD0323  VERT ORDER  -  FIRST     CLASS II
 LD0323
 LD0323.The horizontal coordinates were scaled from a topographic map and have
 LD0323.an estimated accuracy of +/- 6 seconds.
 LD0323
 LD0323.The orthometric height was determined by differential leveling
 LD0323.and adjusted by the National Geodetic Survey in June 1991..
 LD0323
 LD0323.The geoid height was determined by GEOID03.
 LD0323
 LD0323.The dynamic height is computed by dividing the NAVD 88
 LD0323.geopotential number by the normal gravity value computed on the
 LD0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0323.degrees latitude (g = 980.6199 gals.).
 LD0323
 LD0323.The modeled gravity was interpolated from observed gravity values.
 LD0323
 LD0323;                    North         East    Units  Estimated Accuracy
 LD0323;SPC IL W     -   372,300.      677,590.      MT  (+/- 180 meters Scaled)
 LD0323
 LD0323                          SUPERSEDED SURVEY CONTROL
 LD0323
 LD0323  NGVD 29 (??/??/92)  136.665  (m)          448.38   (f) ADJ UNCH    1 2
 LD0323
 LD0323.Superseded values are not recommended for survey control.
 LD0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0323.See file dsdata.txt to determine how the superseded data were derived.
 LD0323
 LD0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE193332(NAD 83)
 LD0323_MARKER: DB = BENCH MARK DISK
 LD0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0323_SP_SET: BRIDGE
 LD0323_STAMPING: B 56 1935
 LD0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0323
 LD0323  HISTORY     - Date     Condition        Report By
 LD0323  HISTORY     - 1935     MONUMENTED       CGS
 LD0323  HISTORY     - 1961     GOOD             NGS
 LD0323
 LD0323                          STATION DESCRIPTION
 LD0323
 LD0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0323'AT BEARDSTOWN.
 LD0323'AT BEARDSTOWN, ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO,
 LD0323'BURLINGTON AND QUINCY RAILROAD FROM ITS CROSSING OF 4TH STREET,
 LD0323'ON TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABANDONED CONCRETE
 LD0323'ABUTMENT OF AN ABANDONED BRIDGE OVER THE ILLINOIS RIVER, 151.5
 LD0323'FEET SOUTHEAST OF THE SOUTHEAST END OF THE PRESENT BRIDGE, 86
 LD0323'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE PRESENT TRACK, ABOUT
 LD0323'3 FEET BELOW THE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0461 ***********************************************************************
 LD0461  DESIGNATION -  B 57
 LD0461  PID         -  LD0461
 LD0461  STATE/COUNTY-  IL/MCDONOUGH
 LD0461  USGS QUAD   -  BUSHNELL WEST (1974)
 LD0461
 LD0461                         *CURRENT SURVEY CONTROL
 LD0461  ___________________________________________________________________
 LD0461* NAD 83(1986)-  40 30 18.     (N)    090 30 10.     (W)     SCALED    
 LD0461* NAVD 88     -       199.515  (meters)     654.58   (feet)  ADJUSTED  
 LD0461  ___________________________________________________________________
 LD0461  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0461  DYNAMIC HT  -         199.418 (meters)     654.26  (feet)  COMP
 LD0461  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 LD0461
 LD0461  VERT ORDER  -  SECOND    CLASS 0
 LD0461
 LD0461.The horizontal coordinates were scaled from a topographic map and have
 LD0461.an estimated accuracy of +/- 6 seconds.
 LD0461
 LD0461.The orthometric height was determined by differential leveling
 LD0461.and adjusted by the National Geodetic Survey in June 1991..
 LD0461
 LD0461.The geoid height was determined by GEOID03.
 LD0461
 LD0461.The dynamic height is computed by dividing the NAVD 88
 LD0461.geopotential number by the normal gravity value computed on the
 LD0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0461.degrees latitude (g = 980.6199 gals.).
 LD0461
 LD0461.The modeled gravity was interpolated from observed gravity values.
 LD0461
 LD0461;                    North         East    Units  Estimated Accuracy
 LD0461;SPC IL W     -   426,110.      671,510.      MT  (+/- 180 meters Scaled)
 LD0461
 LD0461                          SUPERSEDED SURVEY CONTROL
 LD0461
 LD0461  NGVD 29 (??/??/92)  199.588  (m)          654.82   (f) ADJ UNCH    2 0
 LD0461
 LD0461.Superseded values are not recommended for survey control.
 LD0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0461.See file dsdata.txt to determine how the superseded data were derived.
 LD0461
 LD0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE115868(NAD 83)
 LD0461_MARKER: DB = BENCH MARK DISK
 LD0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0461_STAMPING: B 57 1935
 LD0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0461+STABILITY: SURFACE MOTION
 LD0461
 LD0461  HISTORY     - Date     Condition        Report By
 LD0461  HISTORY     - 1935     MONUMENTED       CGS
 LD0461  HISTORY     - 1974     MARK NOT FOUND   USGS
 LD0461
 LD0461                          STATION DESCRIPTION
 LD0461
 LD0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0461'3.1 MI S FROM BUSHNELL.
 LD0461'3.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0461'FROM THE STATION AT BUSHNELL, MCDONOUGH  COUNTY, AT POLE 157+21,
 LD0461'180 FEET NORTHWEST OF A HIGHWAY CROSSING, 42 FEET NORTHEAST OF
 LD0461'THE CENTERLINE OF THE NORTHEAST TRACK, 3 FEET SOUTHWEST OF THE
 LD0461'RIGHT-OF-WAY FENCE, AND 18 INCHES LOWER THAN THE TRACK.  A
 LD0461'STANDARD DISK, STAMPED B 57 1935 AND SET IN THE TOP OF A CONCRETE
 LD0461'POST.
 LD0461
 LD0461                          STATION RECOVERY (1974)
 LD0461
 LD0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1878 ***********************************************************************
 ME1878  DESIGNATION -  B 6
 ME1878  PID         -  ME1878
 ME1878  STATE/COUNTY-  IL/COOK
 ME1878  USGS QUAD   -  JACKSON PARK (1993)
 ME1878
 ME1878                         *CURRENT SURVEY CONTROL
 ME1878  ___________________________________________________________________
 ME1878* NAD 83(1986)-  41 45 41.     (N)    087 36 07.     (W)     SCALED    
 ME1878* NAVD 88     -       186.301  (meters)     611.22   (feet)  ADJUSTED  
 ME1878  ___________________________________________________________________
 ME1878  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1878  DYNAMIC HT  -         186.236 (meters)     611.01  (feet)  COMP
 ME1878  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 ME1878
 ME1878  VERT ORDER  -  FIRST     CLASS I
 ME1878
 ME1878.The horizontal coordinates were scaled from a topographic map and have
 ME1878.an estimated accuracy of +/- 6 seconds.
 ME1878
 ME1878.The orthometric height was determined by differential leveling
 ME1878.and adjusted by the National Geodetic Survey in June 1991..
 ME1878.WARNING-Repeat measurements at this control monument indicate possible
 ME1878.vertical movement.
 ME1878
 ME1878.The geoid height was determined by GEOID03.
 ME1878
 ME1878.The dynamic height is computed by dividing the NAVD 88
 ME1878.geopotential number by the normal gravity value computed on the
 ME1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1878.degrees latitude (g = 980.6199 gals.).
 ME1878
 ME1878.The modeled gravity was interpolated from observed gravity values.
 ME1878
 ME1878;                    North         East    Units  Estimated Accuracy
 ME1878;SPC IL E     -   565,860.      360,820.      MT  (+/- 180 meters Scaled)
 ME1878
 ME1878                          SUPERSEDED SURVEY CONTROL
 ME1878
 ME1878  NGVD 29 (??/??/92)  186.403  (m)          611.56   (f) ADJ UNCH    1 1
 ME1878
 ME1878.Superseded values are not recommended for survey control.
 ME1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1878.See file dsdata.txt to determine how the superseded data were derived.
 ME1878
 ME1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM499234(NAD 83)
 ME1878_MARKER: R = RIVET
 ME1878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1878_SP_SET: BRIDGE
 ME1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1878
 ME1878  HISTORY     - Date     Condition        Report By
 ME1878  HISTORY     - UNK      MONUMENTED       CGS
 ME1878  HISTORY     - 1968     GOOD             NGS
 ME1878  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1878
 ME1878                          STATION DESCRIPTION
 ME1878
 ME1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1878'AT CHICAGO.
 ME1878'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, 351 FEET SOUTHEAST
 ME1878'ALONG THE RAILROAD FROM THE SOUTHEAST SIDE OF THE OVERPASS OVER
 ME1878'EAST 73 RD STREET, 6.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 ME1878'THE SOUTHWEST TRACK, THE TOP OF THE NORTHWEST RIVET ON THE
 ME1878'NORTHEAST SIDE OF STEEL PLATE FOR STEEL BEAM ON THE NORTHWEST SIDE
 ME1878'OF THE SOUTHWEST END OF A SIGNAL BRIDGE, 0.8 FOOT SOUTH OF THE
 ME1878'NORTH CORNER OF CONCRETE BASE AND 1/2 FOOT ABOVE THE LEVEL OF THE
 ME1878'TRACK.  NOTE-- NO CROSS ON RIVET COULD BE FOUND AND THE LETTERING
 ME1878'BM WAS NOT RECOVERED OR COULD NOT BE IDENTIFIED.
 ME1878
 ME1878                          STATION RECOVERY (1992)
 ME1878
 ME1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1878'THE SIGNAL HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0767 ***********************************************************************
 NG0767  DESIGNATION -  B 6
 NG0767  PID         -  NG0767
 NG0767  STATE/COUNTY-  IL/COOK
 NG0767  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0767
 NG0767                         *CURRENT SURVEY CONTROL
 NG0767  ___________________________________________________________________
 NG0767* NAD 83(1997)-  42 00 07.85619(N)    087 55 59.09303(W)     ADJUSTED  
 NG0767* NAVD 88     -       202.3    (meters)     664.     (feet)  VERTCON   
 NG0767  ___________________________________________________________________
 NG0767  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 NG0767  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NG0767
 NG0767  HORZ ORDER  -  SECOND
 NG0767
 NG0767.This mark is at Chicago O'hare Intl Airport (ORD)
 NG0767
 NG0767.The horizontal coordinates were established by classical geodetic methods
 NG0767.and adjusted by the National Geodetic Survey in October 1999..
 NG0767
 NG0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0767
 NG0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0767
 NG0767.The geoid height was determined by GEOID03.
 NG0767
 NG0767;                    North         East     Units Scale Factor Converg.
 NG0767;SPC IL E     -   592,422.499   333,159.244   MT  0.99998852   +0 16 04.2
 NG0767;SPC IL E     - 1,943,639.48  1,093,039.95   sFT  0.99998852   +0 16 04.2
 NG0767;UTM  16      - 4,650,439.582   422,726.695   MT  0.99967347   -0 37 27.9
 NG0767
 NG0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0767!SPC IL E     -   0.99997355  x   0.99998852  =   0.99996207
 NG0767!UTM  16      -   0.99997355  x   0.99967347  =   0.99964703
 NG0767
 NG0767                          SUPERSEDED SURVEY CONTROL
 NG0767
 NG0767  NAD 83(1997)-  42 00 07.85625(N)    087 55 59.09361(W) AD(       ) 2
 NG0767  NAD 83(1997)-  42 00 07.85579(N)    087 55 59.10862(W) AD(       ) 2
 NG0767  NAD 83(1986)-  42 00 07.85753(N)    087 55 59.10830(W) AD(       ) 2
 NG0767  NGVD 29 (08/23/90)  202.4    (m)          664.     (f) VERT ANG       
 NG0767
 NG0767.Superseded values are not recommended for survey control.
 NG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0767.See file dsdata.txt to determine how the superseded data were derived.
 NG0767
 NG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2272750440(NAD 83)
 NG0767_MARKER: DH = HORIZONTAL CONTROL DISK
 NG0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0767_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0767+STABILITY: SURFACE MOTION
 NG0767
 NG0767  HISTORY     - Date     Condition        Report By
 NG0767  HISTORY     - 1983     MONUMENTED       IL1670
 NG0767
 NG0767                          STATION DESCRIPTION
 NG0767
 NG0767'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 NG0767'THE STATION IS LOCATED ALONG THE NORTHWEST EDGE OF CHICAGO O HARE
 NG0767'INTERNATIONAL AIRPORT, ALONG THE PERIMETER FENCE.  AN AIRPORT
 NG0767'IS NEEDED TO REACH THE STATION.
 NG0767'
 NG0767'TO REACH THE STATION FROM THE NORTH CORNER OF THE AIRPORT TANK
 NG0767'FARM, GO NORTH ABOUT 130 M (400 FT) ACROSS OPEN FIELD TO STATION
 NG0767'AIRPORT BM K 27 COC.  WALK NORTHEAST,CROSSING ABANDONED RAILROAD
 NG0767'SPUR TRACK, FOR ABOUT 135 M (44O FT) TO THE STATION.
 NG0767'
 NG0767'THE STATION IS A STANDARD COC DISK STAMPED---B6 1983---ATTACHED TO
 NG0767'THE TOP OF A DRIVEN ROD AND SURROUNDED BY 15 CM (6 INCH) ROUND
 NG0767'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.
 NG0767'IT IS 52 M (170.5 FT) NORTHEAST OF THE CENTER OF A GATE IN THE
 NG0767'PERIMETER FENCE WHERE A RAILROAD SPUR TRACK ENTERS THE AIRPORT
 NG0767'GROUNDS, 18.9 M (62 FT) NORTH-NORTHWEST OF THE CLOSEST RAIL OF THE
 NG0767'SPUR TRACK AND 0.9 M (3 FT) SOUTHEAST OF THE PERIMETER FENCE.
 NG0767'
 NG0767'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0653 ***********************************************************************
 NH0653  DESIGNATION -  B 7
 NH0653  PID         -  NH0653
 NH0653  STATE/COUNTY-  IL/STEPHENSON
 NH0653  USGS QUAD   -  LENA (1977)
 NH0653
 NH0653                         *CURRENT SURVEY CONTROL
 NH0653  ___________________________________________________________________
 NH0653* NAD 83(1986)-  42 29 34.     (N)    089 47 26.     (W)     SCALED    
 NH0653* NAVD 88     -       237.639  (meters)     779.65   (feet)  ADJUSTED  
 NH0653  ___________________________________________________________________
 NH0653  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NH0653  DYNAMIC HT  -         237.563 (meters)     779.40  (feet)  COMP
 NH0653  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 NH0653
 NH0653  VERT ORDER  -  FIRST     CLASS II
 NH0653
 NH0653.The horizontal coordinates were scaled from a topographic map and have
 NH0653.an estimated accuracy of +/- 6 seconds.
 NH0653
 NH0653.The orthometric height was determined by differential leveling
 NH0653.and adjusted by the National Geodetic Survey in June 1991..
 NH0653
 NH0653.The geoid height was determined by GEOID03.
 NH0653
 NH0653.The dynamic height is computed by dividing the NAVD 88
 NH0653.geopotential number by the normal gravity value computed on the
 NH0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0653.degrees latitude (g = 980.6199 gals.).
 NH0653
 NH0653.The modeled gravity was interpolated from observed gravity values.
 NH0653
 NH0653;                    North         East    Units  Estimated Accuracy
 NH0653;SPC IL W     -   646,890.      730,920.      MT  (+/- 180 meters Scaled)
 NH0653
 NH0653                          SUPERSEDED SURVEY CONTROL
 NH0653
 NH0653  NGVD 29 (??/??/92)  237.745  (m)          780.00   (f) ADJ UNCH    1 2
 NH0653
 NH0653.Superseded values are not recommended for survey control.
 NH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0653.See file dsdata.txt to determine how the superseded data were derived.
 NH0653
 NH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN706082(NAD 83)
 NH0653_MARKER: X = CHISELED CROSS
 NH0653_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NH0653_SP_SET: WALL
 NH0653_MARK LOGO: NONE  
 NH0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0653+STABILITY: SURFACE MOTION
 NH0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0653+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2001
 NH0653
 NH0653  HISTORY     - Date     Condition        Report By
 NH0653  HISTORY     - UNK      MONUMENTED       CGS
 NH0653  HISTORY     - 1920     GOOD             NGS
 NH0653  HISTORY     - 19921217 GOOD             NGS
 NH0653  HISTORY     - 19961002 GOOD             USPSQD
 NH0653  HISTORY     - 20011210 GOOD             USPSQD
 NH0653
 NH0653                          STATION DESCRIPTION
 NH0653
 NH0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 NH0653'AT WINSLOW.
 NH0653'AT WINSLOW, STEPHENSON COUNTY, ON THE NORTH SIDE OF MAIN STREET,
 NH0653'ON THE EAST BRICK WALL OF THE MAYER HOTEL, 3 FEET NORTH OF THE
 NH0653'SOUTHEAST CORNER, AND ABOUT 4 FEET ABOVE THE GROUND.  A CHISELED
 NH0653'CROSS.
 NH0653
 NH0653                          STATION RECOVERY (1992)
 NH0653
 NH0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NH0653'RECOVERED IN GOOD CONDITION.
 NH0653
 NH0653                          STATION RECOVERY (1996)
 NH0653
 NH0653'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0653'RECOVERED IN GOOD CONDITION.
 NH0653
 NH0653                          STATION RECOVERY (2001)
 NH0653
 NH0653'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0768 ***********************************************************************
 NG0768  DESIGNATION -  B 7
 NG0768  PID         -  NG0768
 NG0768  STATE/COUNTY-  IL/COOK
 NG0768  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0768
 NG0768                         *CURRENT SURVEY CONTROL
 NG0768  ___________________________________________________________________
 NG0768* NAD 83(1997)-  42 00 17.91791(N)    087 55 46.25885(W)     ADJUSTED  
 NG0768* NAVD 88     -       201.0    (meters)     659.     (feet)  VERTCON   
 NG0768  ___________________________________________________________________
 NG0768  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 NG0768  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NG0768
 NG0768  HORZ ORDER  -  SECOND
 NG0768
 NG0768.The horizontal coordinates were established by classical geodetic methods
 NG0768.and adjusted by the National Geodetic Survey in October 1999..
 NG0768
 NG0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0768
 NG0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0768
 NG0768.The geoid height was determined by GEOID03.
 NG0768
 NG0768;                    North         East     Units Scale Factor Converg.
 NG0768;SPC IL E     -   592,734.320   333,453.131   MT  0.99998877   +0 16 12.8
 NG0768;SPC IL E     - 1,944,662.51  1,094,004.15   sFT  0.99998877   +0 16 12.8
 NG0768;UTM  16      - 4,650,746.692   423,025.307   MT  0.99967291   -0 37 19.4
 NG0768
 NG0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0768!SPC IL E     -   0.99997374  x   0.99998877  =   0.99996251
 NG0768!UTM  16      -   0.99997374  x   0.99967291  =   0.99964666
 NG0768
 NG0768:                Primary Azimuth Mark                     Grid Az
 NG0768:SPC IL E     -  B 8                                      046 11 45.1
 NG0768:UTM  16      -  B 8                                      047 05 17.3
 NG0768
 NG0768|---------------------------------------------------------------------|
 NG0768| PID    Reference Object                     Distance      Geod. Az  |
 NG0768|                                                           dddmmss.s |
 NG0768| NG0769 B 8                                 APPROX. 0.6 KM 0462757.9 |
 NG0768| NG0771 K 26                                237.522 METERS 21910     |
 NG0768|---------------------------------------------------------------------|
 NG0768
 NG0768                          SUPERSEDED SURVEY CONTROL
 NG0768
 NG0768  NAD 83(1997)-  42 00 17.91797(N)    087 55 46.25943(W) AD(       ) 2
 NG0768  NAD 83(1997)-  42 00 17.91760(N)    087 55 46.27451(W) AD(       ) 2
 NG0768  NAD 83(1986)-  42 00 17.91936(N)    087 55 46.27416(W) AD(       ) 2
 NG0768  NGVD 29 (08/23/90)  201.1    (m)          660.     (f) VERT ANG       
 NG0768
 NG0768.Superseded values are not recommended for survey control.
 NG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0768.See file dsdata.txt to determine how the superseded data were derived.
 NG0768
 NG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2302550747(NAD 83)
 NG0768_MARKER: DH = HORIZONTAL CONTROL DISK
 NG0768_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NG0768+WITH SETTING: PAVEMENT
 NG0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0768+STABILITY: SURFACE MOTION
 NG0768
 NG0768  HISTORY     - Date     Condition        Report By
 NG0768  HISTORY     - 1983     MONUMENTED       IL1670
 NG0768
 NG0768                          STATION DESCRIPTION
 NG0768
 NG0768'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 NG0768'THE STATION IS LOCATED IN ELK GROVE VILLAGE, AT THE RAILROAD
 NG0768'CROSSING ON HIGGINS ROAD, JUST WEST OF HINSDALE ROAD SOUTH, BETWEEN
 NG0768'ELMHURST ROAD AND MT. PROSPECT ROAD.
 NG0768'
 NG0768'THE STATION IS A STANDARD COC DISK STAMPED---B7 1983---SET INTO
 NG0768'A DRILL HOLE IN A CONCRETE SLAB BETWEEN RAILROAD TRACKS AND ON THE
 NG0768'SOUTH SIDE OF HIGGINS ROAD.
 NG0768'
 NG0768'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1712 ***********************************************************************
 NH1712  DESIGNATION -  B 7 RESET
 NH1712  PID         -  NH1712
 NH1712  STATE/COUNTY-  IL/STEPHENSON
 NH1712  USGS QUAD   -  LENA (1977)
 NH1712
 NH1712                         *CURRENT SURVEY CONTROL
 NH1712  ___________________________________________________________________
 NH1712* NAD 83(1986)-  42 29 34.     (N)    089 47 26.     (W)     SCALED    
 NH1712* NAVD 88     -       238.22   (meters)     781.6    (feet)  RESET     
 NH1712  ___________________________________________________________________
 NH1712  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NH1712
 NH1712  VERT ORDER  -  THIRD
 NH1712
 NH1712.The horizontal coordinates were scaled from a topographic map and have
 NH1712.an estimated accuracy of +/- 6 seconds.
 NH1712
 NH1712.The orthometric height was computed from unverified reset data.
 NH1712.No vertical observational check was made to the station.
 NH1712
 NH1712.The geoid height was determined by GEOID03.
 NH1712
 NH1712;                    North         East    Units  Estimated Accuracy
 NH1712;SPC IL W     -   646,890.      730,920.      MT  (+/- 180 meters Scaled)
 NH1712
 NH1712                          SUPERSEDED SURVEY CONTROL
 NH1712
 NH1712  NGVD 29 (03/28/06)  238.33   (m)          781.9    (f) RESET       3  
 NH1712
 NH1712.Superseded values are not recommended for survey control.
 NH1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1712.See file dsdata.txt to determine how the superseded data were derived.
 NH1712
 NH1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN706082(NAD 83)
 NH1712_MARKER: DV = VERTICAL CONTROL DISK
 NH1712_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NH1712_SP_SET: BRIDGE WINGWALL
 NH1712_STAMPING: B 7 RESET 1992
 NH1712_MARK LOGO: NGS   
 NH1712_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1712+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2001
 NH1712
 NH1712  HISTORY     - Date     Condition        Report By
 NH1712  HISTORY     - 1992     MONUMENTED       NGS
 NH1712  HISTORY     - 19961002 GOOD             USPSQD
 NH1712  HISTORY     - 20011210 GOOD             USPSQD
 NH1712
 NH1712                          STATION DESCRIPTION
 NH1712
 NH1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NH1712'IN WINSLOW, ABOUT 0.1 MI (0.2 KM) NORTH OF THE INTERSECTION OF STATE
 NH1712'ROUTE 73 AND WINSLOW STREET, NEAR THE CENTER OF THE BUSINESS
 NH1712'DISTRICT, ON TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE OVER THE
 NH1712'PECATONICA RIVER, 5.1 M (16.7 FT) WEST OF THE CENTERLINE OF
 NH1712'WINSLOW-ORANGEVILLE ROAD, 4.0 M (13.1 FT) EAST OF A UTILITY POLE, O.9
 NH1712'M SOUTHWEST OF THE SOUTHERNMOST GUARDRAIL POST, AND SET FLUSH
 NH1712'IN THE TOP OF THE WINGWALL.
 NH1712
 NH1712                          STATION RECOVERY (1996)
 NH1712
 NH1712'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1712'RECOVERED IN GOOD CONDITION.
 NH1712
 NH1712                          STATION RECOVERY (2001)
 NH1712
 NH1712'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0303 ***********************************************************************
 KC0303  DESIGNATION -  B 79
 KC0303  PID         -  KC0303
 KC0303  STATE/COUNTY-  IL/PIKE
 KC0303  USGS QUAD   -  HANNIBAL EAST (1993)
 KC0303
 KC0303                         *CURRENT SURVEY CONTROL
 KC0303  ___________________________________________________________________
 KC0303* NAD 83(1986)-  39 43 23.     (N)    091 20 51.     (W)     SCALED    
 KC0303* NAVD 88     -       143.484  (meters)     470.75   (feet)  ADJUSTED  
 KC0303  ___________________________________________________________________
 KC0303  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0303  DYNAMIC HT  -         143.407 (meters)     470.49  (feet)  COMP
 KC0303  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 KC0303
 KC0303  VERT ORDER  -  SECOND    CLASS 0
 KC0303
 KC0303.The horizontal coordinates were scaled from a topographic map and have
 KC0303.an estimated accuracy of +/- 6 seconds.
 KC0303
 KC0303.The orthometric height was determined by differential leveling
 KC0303.and adjusted by the National Geodetic Survey in June 1991..
 KC0303
 KC0303.The geoid height was determined by GEOID03.
 KC0303
 KC0303.The dynamic height is computed by dividing the NAVD 88
 KC0303.geopotential number by the normal gravity value computed on the
 KC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0303.degrees latitude (g = 980.6199 gals.).
 KC0303
 KC0303.The modeled gravity was interpolated from observed gravity values.
 KC0303
 KC0303;                    North         East    Units  Estimated Accuracy
 KC0303;SPC IL W     -   339,910.      598,760.      MT  (+/- 180 meters Scaled)
 KC0303
 KC0303                          SUPERSEDED SURVEY CONTROL
 KC0303
 KC0303  NGVD 29 (??/??/92)  143.550  (m)          470.96   (f) ADJ UNCH    2 0
 KC0303
 KC0303.Superseded values are not recommended for survey control.
 KC0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0303.See file dsdata.txt to determine how the superseded data were derived.
 KC0303
 KC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD416983(NAD 83)
 KC0303_MARKER: DB = BENCH MARK DISK
 KC0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0303_STAMPING: B 79 1935
 KC0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0303+STABILITY: SURFACE MOTION
 KC0303
 KC0303  HISTORY     - Date     Condition        Report By
 KC0303  HISTORY     - 1935     MONUMENTED       CGS
 KC0303  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0303
 KC0303                          STATION DESCRIPTION
 KC0303
 KC0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0303'2.2 MI E FROM HANNIBAL.
 KC0303'IN PIKE COUNTY, 2.2 MILES EAST ALONG THE WABASH RAILWAY FROM THE
 KC0303'STATION AT HANNIBAL, MARION COUNTY, MISSOURI, AT MILEAGE 513.21,
 KC0303'0.7 MILE EAST OF A MISSISSIPPI RIVER BRIDGE, AND 30 FEET WEST
 KC0303'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 KC0303'B 79 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0303
 KC0303                          STATION RECOVERY (1971)
 KC0303
 KC0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0792 ***********************************************************************
 KB0792  DESIGNATION -  B 8
 KB0792  PID         -  KB0792
 KB0792  STATE/COUNTY-  IL/FAYETTE
 KB0792  USGS QUAD   -  RAMSEY (1982)
 KB0792
 KB0792                         *CURRENT SURVEY CONTROL
 KB0792  ___________________________________________________________________
 KB0792* NAD 83(1986)-  39 08 33.     (N)    089 06 28.     (W)     SCALED    
 KB0792* NAVD 88     -       185.696  (meters)     609.24   (feet)  ADJUSTED  
 KB0792  ___________________________________________________________________
 KB0792  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KB0792  DYNAMIC HT  -         185.583 (meters)     608.87  (feet)  COMP
 KB0792  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 KB0792
 KB0792  VERT ORDER  -  FIRST     CLASS II
 KB0792
 KB0792.The horizontal coordinates were scaled from a topographic map and have
 KB0792.an estimated accuracy of +/- 6 seconds.
 KB0792
 KB0792.The orthometric height was determined by differential leveling
 KB0792.and adjusted by the National Geodetic Survey in June 1991..
 KB0792
 KB0792.The geoid height was determined by GEOID03.
 KB0792
 KB0792.The dynamic height is computed by dividing the NAVD 88
 KB0792.geopotential number by the normal gravity value computed on the
 KB0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0792.degrees latitude (g = 980.6199 gals.).
 KB0792
 KB0792.The modeled gravity was interpolated from observed gravity values.
 KB0792
 KB0792;                    North         East    Units  Estimated Accuracy
 KB0792;SPC IL E     -   275,080.      233,050.      MT  (+/- 180 meters Scaled)
 KB0792
 KB0792                          SUPERSEDED SURVEY CONTROL
 KB0792
 KB0792  NGVD 29 (??/??/92)  185.771  (m)          609.48   (f) ADJ UNCH    1 2
 KB0792
 KB0792.Superseded values are not recommended for survey control.
 KB0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0792.See file dsdata.txt to determine how the superseded data were derived.
 KB0792
 KB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ178347(NAD 83)
 KB0792_MARKER: DB = BENCH MARK DISK
 KB0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0792_SP_SET: SIDEWALK
 KB0792_STAMPING: B 8 1920
 KB0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0792
 KB0792  HISTORY     - Date     Condition        Report By
 KB0792  HISTORY     - 1920     MONUMENTED       CGS
 KB0792  HISTORY     - 1961     GOOD             NGS
 KB0792
 KB0792                          STATION DESCRIPTION
 KB0792
 KB0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0792'AT RAMSEY.
 KB0792'AT RAMSEY, IN SECTION 17 R 1 E T 8 N, AT THE CROSSING OF U.S.
 KB0792'HIGHWAY 51 (MAIN STREET) AND THE FIRST STREET NORTH OF THE
 KB0792'CROSSING OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, SET IN
 KB0792'TOP OF THE CONCRETE SIDEWALK, 3 1/2 FEET WEST OF THE WEST CURB OF
 KB0792'THE HIGHWAY, 3 1/2 FEET NORTH OF THE NORTH CURB OF STREET
 KB0792'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0769 ***********************************************************************
 NG0769  DESIGNATION -  B 8
 NG0769  PID         -  NG0769
 NG0769  STATE/COUNTY-  IL/COOK
 NG0769  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0769
 NG0769                         *CURRENT SURVEY CONTROL
 NG0769  ___________________________________________________________________
 NG0769* NAD 83(1997)-  42 00 30.63288(N)    087 55 28.31419(W)     ADJUSTED  
 NG0769* NAVD 88     -       199.8    (meters)     656.     (feet)  VERTCON   
 NG0769  ___________________________________________________________________
 NG0769  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 NG0769  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NG0769
 NG0769  HORZ ORDER  -  SECOND
 NG0769
 NG0769.The horizontal coordinates were established by classical geodetic methods
 NG0769.and adjusted by the National Geodetic Survey in October 1999..
 NG0769
 NG0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0769
 NG0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0769
 NG0769.The geoid height was determined by GEOID03.
 NG0769
 NG0769;                    North         East     Units Scale Factor Converg.
 NG0769;SPC IL E     -   593,128.575   333,864.196   MT  0.99998911   +0 16 24.9
 NG0769;SPC IL E     - 1,945,956.00  1,095,352.78   sFT  0.99998911   +0 16 24.9
 NG0769;UTM  16      - 4,651,134.375   423,442.331   MT  0.99967212   -0 37 07.6
 NG0769
 NG0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0769!SPC IL E     -   0.99997393  x   0.99998911  =   0.99996304
 NG0769!UTM  16      -   0.99997393  x   0.99967212  =   0.99964606
 NG0769
 NG0769|---------------------------------------------------------------------|
 NG0769| PID    Reference Object                     Distance      Geod. Az  |
 NG0769|                                                           dddmmss.s |
 NG0769| NG0770 K 24                                138.091 METERS 15700     |
 NG0769| NG0768 B 7                                 APPROX. 0.6 KM 2262809.9 |
 NG0769|---------------------------------------------------------------------|
 NG0769
 NG0769                          SUPERSEDED SURVEY CONTROL
 NG0769
 NG0769  NAD 83(1997)-  42 00 30.63295(N)    087 55 28.31478(W) AD(       ) 2
 NG0769  NAD 83(1997)-  42 00 30.63268(N)    087 55 28.32996(W) AD(       ) 2
 NG0769  NAD 83(1986)-  42 00 30.63447(N)    087 55 28.32957(W) AD(       ) 2
 NG0769  NGVD 29 (08/23/90)  199.9    (m)          656.     (f) VERT ANG       
 NG0769
 NG0769.Superseded values are not recommended for survey control.
 NG0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0769.See file dsdata.txt to determine how the superseded data were derived.
 NG0769
 NG0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2344251134(NAD 83)
 NG0769_MARKER: DH = HORIZONTAL CONTROL DISK
 NG0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0769_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0769+STABILITY: SURFACE MOTION
 NG0769
 NG0769  HISTORY     - Date     Condition        Report By
 NG0769  HISTORY     - 1983     MONUMENTED       IL1670
 NG0769
 NG0769                          STATION DESCRIPTION
 NG0769
 NG0769'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 NG0769'THE STATION IS LOCATED IN ELK GROVE VILLAGE, AT THE RAILROAD
 NG0769'CROSSING ON HIGHWAY 72 (TOUGHY), JUST WEST OF MT PROSPECT ROAD.
 NG0769'
 NG0769'THE STATION IS A STANDARD COC DISK STAMPED---B8 1983---ATTACHED TO
 NG0769'THE TOP OF A DRIVEN ROD AND SURROUNDED BY A 15 CM (6 INCH) ROUND
 NG0769'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.  IT IS JUST EAST
 NG0769'OF THE RAILROAD TRACKS, ON THE NORTRH SIDE OFF TOUGHY, AND ALONG
 NG0769'THE NORTH SIDE OF A GUARD RAIL.
 NG0769'
 NG0769'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9220 ***********************************************************************
 DH9220  DESIGNATION -  B 8 RESET 1990
 DH9220  PID         -  DH9220
 DH9220  STATE/COUNTY-  IL/FAYETTE
 DH9220  USGS QUAD   -  RAMSEY (1982)
 DH9220
 DH9220                         *CURRENT SURVEY CONTROL
 DH9220  ___________________________________________________________________
 DH9220* NAD 83(1997)-  39 08 28.92756(N)    089 06 30.12248(W)     ADJUSTED  
 DH9220* NAVD 88     -       185.8    (meters)     610.     (feet)  GPS OBS   
 DH9220  ___________________________________________________________________
 DH9220  X           -      77,083.740 (meters)                     COMP
 DH9220  Y           -  -4,952,955.086 (meters)                     COMP
 DH9220  Z           -   4,004,598.719 (meters)                     COMP
 DH9220  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DH9220  ELLIP HEIGHT-         153.86  (meters)          (05/04/06) GPS OBS
 DH9220  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DH9220
 DH9220  HORZ ORDER  -  FIRST
 DH9220  ELLP ORDER  -  SECOND    CLASS II
 DH9220
 DH9220.The horizontal coordinates were established by GPS observations
 DH9220.and adjusted by the National Geodetic Survey in May 2006..
 DH9220
 DH9220.The orthometric height was determined by GPS observations and a
 DH9220.high-resolution geoid model.
 DH9220
 DH9220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9220
 DH9220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9220
 DH9220.The ellipsoidal height was determined by GPS observations
 DH9220.and is referenced to NAD 83.
 DH9220
 DH9220.The geoid height was determined by GEOID03.
 DH9220
 DH9220;                    North         East     Units Scale Factor Converg.
 DH9220;SPC IL E     -   274,958.032   232,996.650   MT  1.00003026   -0 29 21.3
 DH9220;SPC IL E     -   902,091.48    764,423.18   sFT  1.00003026   -0 29 21.3
 DH9220;UTM  16      - 4,334,581.374   317,788.182   MT  1.00000882   -1 19 52.5
 DH9220
 DH9220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9220!SPC IL E     -   0.99997586  x   1.00003026  =   1.00000612
 DH9220!UTM  16      -   0.99997586  x   1.00000882  =   0.99998468
 DH9220
 DH9220                          SUPERSEDED SURVEY CONTROL
 DH9220
 DH9220.No superseded survey control is available for this station.
 DH9220
 DH9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1778834581(NAD 83)
 DH9220_MARKER: DD = SURVEY DISK
 DH9220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9220_STAMPING: B 8 RESET 1990
 DH9220_MARK LOGO: NGS   
 DH9220_PROJECTION: RECESSED 5 CENTIMETERS
 DH9220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9220+STABILITY: SURFACE MOTION
 DH9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9220+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DH9220
 DH9220  HISTORY     - Date     Condition        Report By
 DH9220  HISTORY     - 1990     MONUMENTED       NGS
 DH9220  HISTORY     - 20060201 GOOD             ILDT
 DH9220
 DH9220                          STATION DESCRIPTION
 DH9220
 DH9220'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (CP)
 DH9220'FROM THE JUNCTION OF MAIN ST AND US 51 IN RAMSEY PROCEED 0.3 MI SOUTH
 DH9220'ON US51 TO THE  INTERSECTION OF US 51 AND TEX WILLIAMS ROAD ST AND
 DH9220'MARK ON RIGHT THE MARK IS IN THE  NORTHWEST CORNER OF INTERSECTION OF
 DH9220'SIXTH STREET AND US 51, IN THE EDGE OF CONCRETE  SIDEWALK 1.5 FT ABOVE
 DH9220'LEVEL OF ROAD
 DH9220' 
 DH9220'MARK IS LOCATED 2.3 FT WEST FROM BACK OF CURB FOR US51 69 FT N FROM
 DH9220'CENTERLINE TEX  WILLIAMS ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0209 ***********************************************************************
 KC0209  DESIGNATION -  B 80
 KC0209  PID         -  KC0209
 KC0209  STATE/COUNTY-  IL/PIKE
 KC0209  USGS QUAD   -  GRIGGSVILLE (1980)
 KC0209
 KC0209                         *CURRENT SURVEY CONTROL
 KC0209  ___________________________________________________________________
 KC0209* NAD 83(1986)-  39 42 25.     (N)    090 39 03.     (W)     SCALED    
 KC0209* NAVD 88     -       133.699  (meters)     438.64   (feet)  ADJUSTED  
 KC0209  ___________________________________________________________________
 KC0209  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KC0209  DYNAMIC HT  -         133.626 (meters)     438.40  (feet)  COMP
 KC0209  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 KC0209
 KC0209  VERT ORDER  -  SECOND    CLASS 0
 KC0209
 KC0209.The horizontal coordinates were scaled from a topographic map and have
 KC0209.an estimated accuracy of +/- 6 seconds.
 KC0209
 KC0209.The orthometric height was determined by differential leveling
 KC0209.and adjusted by the National Geodetic Survey in June 1991..
 KC0209
 KC0209.The geoid height was determined by GEOID03.
 KC0209
 KC0209.The dynamic height is computed by dividing the NAVD 88
 KC0209.geopotential number by the normal gravity value computed on the
 KC0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0209.degrees latitude (g = 980.6199 gals.).
 KC0209
 KC0209.The modeled gravity was interpolated from observed gravity values.
 KC0209
 KC0209;                    North         East    Units  Estimated Accuracy
 KC0209;SPC IL W     -   337,560.      658,480.      MT  (+/- 180 meters Scaled)
 KC0209
 KC0209                          SUPERSEDED SURVEY CONTROL
 KC0209
 KC0209  NGVD 29 (??/??/92)  133.806  (m)          439.00   (f) ADJ UNCH    2 0
 KC0209
 KC0209.Superseded values are not recommended for survey control.
 KC0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0209.See file dsdata.txt to determine how the superseded data were derived.
 KC0209
 KC0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD013978(NAD 83)
 KC0209_MARKER: DB = BENCH MARK DISK
 KC0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0209_STAMPING: B 80 1935
 KC0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0209+STABILITY: SURFACE MOTION
 KC0209
 KC0209  HISTORY     - Date     Condition        Report By
 KC0209  HISTORY     - 1935     MONUMENTED       CGS
 KC0209
 KC0209                          STATION DESCRIPTION
 KC0209
 KC0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0209'AT VALLEY CITY.
 KC0209'AT VALLEY CITY, PIKE COUNTY, 7 RAILS EAST OF THE WABASH RAILWAY
 KC0209'STATION, 2-1/2 RAILS EAST OF THE CENTER OF A GRADE CROSSING, 42
 KC0209'FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 10 FEET WEST AND
 KC0209'18 FEET SOUTH OF THE SOUTHWEST CORNER OF A BUILDING.  A STANDARD
 KC0209'DISK, STAMPED B 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0367 ***********************************************************************
 KC0367  DESIGNATION -  B 81
 KC0367  PID         -  KC0367
 KC0367  STATE/COUNTY-  IL/ADAMS
 KC0367  USGS QUAD   -  MARBLEHEAD (1996)
 KC0367
 KC0367                         *CURRENT SURVEY CONTROL
 KC0367  ___________________________________________________________________
 KC0367* NAD 83(1986)-  39 46 44.     (N)    091 18 14.     (W)     SCALED    
 KC0367* NAVD 88     -       144.195  (meters)     473.08   (feet)  ADJUSTED  
 KC0367  ___________________________________________________________________
 KC0367  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0367  DYNAMIC HT  -         144.117 (meters)     472.82  (feet)  COMP
 KC0367  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 KC0367
 KC0367  VERT ORDER  -  SECOND    CLASS 0
 KC0367
 KC0367.The horizontal coordinates were scaled from a topographic map and have
 KC0367.an estimated accuracy of +/- 6 seconds.
 KC0367
 KC0367.The orthometric height was determined by differential leveling
 KC0367.and adjusted by the National Geodetic Survey in June 1991..
 KC0367
 KC0367.The geoid height was determined by GEOID03.
 KC0367
 KC0367.The dynamic height is computed by dividing the NAVD 88
 KC0367.geopotential number by the normal gravity value computed on the
 KC0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0367.degrees latitude (g = 980.6199 gals.).
 KC0367
 KC0367.The modeled gravity was interpolated from observed gravity values.
 KC0367
 KC0367;                    North         East    Units  Estimated Accuracy
 KC0367;SPC IL W     -   346,060.      602,580.      MT  (+/- 180 meters Scaled)
 KC0367
 KC0367                          SUPERSEDED SURVEY CONTROL
 KC0367
 KC0367  NGVD 29 (??/??/92)  144.275  (m)          473.34   (f) ADJ UNCH    2 0
 KC0367
 KC0367.Superseded values are not recommended for survey control.
 KC0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0367.See file dsdata.txt to determine how the superseded data were derived.
 KC0367
 KC0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE452045(NAD 83)
 KC0367_MARKER: DB = BENCH MARK DISK
 KC0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0367_STAMPING: B 81 1935
 KC0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0367+STABILITY: SURFACE MOTION
 KC0367
 KC0367  HISTORY     - Date     Condition        Report By
 KC0367  HISTORY     - 1935     MONUMENTED       CGS
 KC0367  HISTORY     - 1970     GOOD             NGS
 KC0367  HISTORY     - 1985     GOOD             NGS
 KC0367
 KC0367                          STATION DESCRIPTION
 KC0367
 KC0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0367'AT FALL CREEK.
 KC0367'AT FALL CREEK, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND
 KC0367'QUINCY RAILROAD, 50 FEET NORTHWEST AND 40 FEET NORTHEAST OF THE
 KC0367'NORTH CORNER OF THE STATION, 25 FEET NORTHEAST OF THE NORTHEAST
 KC0367'RAIL OF THE MAIN TRACK, AND 36 FEET SOUTHWEST OF THE CENTERLINE
 KC0367'OF A ROAD.  A STANDARD DISK, STAMPED B 81 1935 AND SET IN THE
 KC0367'TOP OF A CONCRETE POST.
 KC0367
 KC0367                          STATION RECOVERY (1970)
 KC0367
 KC0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KC0367'RECOVERED IN GOOD CONDITION.
 KC0367
 KC0367                          STATION RECOVERY (1985)
 KC0367
 KC0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KC0367'32' SOUTH OF CENTERLINE OF COUNTY ROAD 0150 N AND 137' WEST OF
 KC0367'CENTERLINE OF COUNTY ROAD 1100 E IN VILLAGE OF FALL CREEK, SECTION
 KC0367'27, T 3 S., R 8 W OF THE 4TH P.M. 64.8' NORTHWEST OF NORTHWEST CORNER
 KC0367'OF OLD RAILROAD DEPOT BUILDING AND 132' NORTH OF NORTHWEST LEG OF
 KC0367'UNION ELECTRIC COMPANY'S TRANSMISSION LINE TOWER NUMBER 715, 92'
 KC0367'SOUTHEAST OF NORTHEAST CORNER OF METAL SHED, 87.5' SOUTH OF SOUTHWEST
 KC0367'CORNER OF WOOD FRAME RANCH HOME. A STANDARD DISK STAMPED 'B 81 1935'
 KC0367'SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0563 ***********************************************************************
 JB0563  DESIGNATION -  B 83
 JB0563  PID         -  JB0563
 JB0563  STATE/COUNTY-  IL/EFFINGHAM
 JB0563  USGS QUAD   -  EDGEWOOD (1985)
 JB0563
 JB0563                         *CURRENT SURVEY CONTROL
 JB0563  ___________________________________________________________________
 JB0563* NAD 83(1986)-  38 55 55.     (N)    088 38 53.     (W)     SCALED    
 JB0563* NAVD 88     -       175.605  (meters)     576.13   (feet)  ADJUSTED  
 JB0563  ___________________________________________________________________
 JB0563  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JB0563  DYNAMIC HT  -         175.498 (meters)     575.78  (feet)  COMP
 JB0563  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 JB0563
 JB0563  VERT ORDER  -  SECOND    CLASS 0
 JB0563
 JB0563.The horizontal coordinates were scaled from a topographic map and have
 JB0563.an estimated accuracy of +/- 6 seconds.
 JB0563
 JB0563.The orthometric height was determined by differential leveling
 JB0563.and adjusted by the National Geodetic Survey in June 1991..
 JB0563
 JB0563.The geoid height was determined by GEOID03.
 JB0563
 JB0563.The dynamic height is computed by dividing the NAVD 88
 JB0563.geopotential number by the normal gravity value computed on the
 JB0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0563.degrees latitude (g = 980.6199 gals.).
 JB0563
 JB0563.The modeled gravity was interpolated from observed gravity values.
 JB0563
 JB0563;                    North         East    Units  Estimated Accuracy
 JB0563;SPC IL E     -   251,470.      272,710.      MT  (+/- 180 meters Scaled)
 JB0563
 JB0563                          SUPERSEDED SURVEY CONTROL
 JB0563
 JB0563  NGVD 29 (??/??/92)  175.70   (m)          576.4    (f) COMPUTED    2 0
 JB0563
 JB0563.Superseded values are not recommended for survey control.
 JB0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0563.See file dsdata.txt to determine how the superseded data were derived.
 JB0563
 JB0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ571105(NAD 83)
 JB0563_MARKER: DB = BENCH MARK DISK
 JB0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0563_STAMPING: B 83 1935
 JB0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0563+STABILITY: SURFACE MOTION
 JB0563
 JB0563  HISTORY     - Date     Condition        Report By
 JB0563  HISTORY     - 1935     MONUMENTED       CGS
 JB0563  HISTORY     - 1960     MARK NOT FOUND   NGS
 JB0563
 JB0563                          STATION DESCRIPTION
 JB0563
 JB0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0563'1.2 MI NE FROM EDGEWOOD.
 JB0563'1.2 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0563'STATION AT EDGEWOOD, EFFINGHAM COUNTY, NEAR MILEAGE 213.55, NEAR
 JB0563'A PRIVATE-ROAD CROSSING, 95 FEET EAST OF THE CENTERLINE OF THE
 JB0563'TRACK, 42 FEET EAST OF THE CENTERLINE OF THE ROAD, 18 FEET SOUTH
 JB0563'OF A POLE, AND ONE FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A
 JB0563'STANDARD DISK, STAMPED B 83 1935 AND SET IN THE TOP OF A CONCRETE
 JB0563'POST.
 JB0563
 JB0563                          STATION RECOVERY (1960)
 JB0563
 JB0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JB0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0164 ***********************************************************************
 JB0164  DESIGNATION -  B 84
 JB0164  PID         -  JB0164
 JB0164  STATE/COUNTY-  IL/WAYNE
 JB0164  USGS QUAD   -  GEFF (1970)
 JB0164
 JB0164                         *CURRENT SURVEY CONTROL
 JB0164  ___________________________________________________________________
 JB0164* NAD 83(1997)-  38 26 35.21168(N)    088 24 27.25138(W)     ADJUSTED  
 JB0164* NAVD 88     -       139.076  (meters)     456.29   (feet)  ADJUSTED  
 JB0164  ___________________________________________________________________
 JB0164  X           -     139,005.735 (meters)                     COMP
 JB0164  Y           -  -5,000,150.882 (meters)                     COMP
 JB0164  Z           -   3,944,152.959 (meters)                     COMP
 JB0164  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 JB0164  ELLIP HEIGHT-         108.38  (meters)          (10/21/99) GPS OBS
 JB0164  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JB0164  DYNAMIC HT  -         138.989 (meters)     456.00  (feet)  COMP
 JB0164  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 JB0164
 JB0164  HORZ ORDER  -  FIRST
 JB0164  VERT ORDER  -  SECOND    CLASS 0
 JB0164  ELLP ORDER  -  FOURTH    CLASS I
 JB0164
 JB0164.The horizontal coordinates were established by GPS observations
 JB0164.and adjusted by the National Geodetic Survey in October 1999..
 JB0164
 JB0164.The orthometric height was determined by differential leveling
 JB0164.and adjusted by the National Geodetic Survey in June 1991..
 JB0164
 JB0164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0164
 JB0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0164
 JB0164.The ellipsoidal height was determined by GPS observations
 JB0164.and is referenced to NAD 83.
 JB0164
 JB0164.The geoid height was determined by GEOID03.
 JB0164
 JB0164.The dynamic height is computed by dividing the NAVD 88
 JB0164.geopotential number by the normal gravity value computed on the
 JB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0164.degrees latitude (g = 980.6199 gals.).
 JB0164
 JB0164.The modeled gravity was interpolated from observed gravity values.
 JB0164
 JB0164;                    North         East     Units Scale Factor Converg.
 JB0164;SPC IL E     -   197,162.225   293,519.217   MT  0.99997552   -0 02 46.2
 JB0164;SPC IL E     -   646,856.40    962,987.63   sFT  0.99997552   -0 02 46.2
 JB0164;UTM  16      - 4,255,919.549   377,163.600   MT  0.99978582   -0 52 30.9
 JB0164
 JB0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0164!SPC IL E     -   0.99998299  x   0.99997552  =   0.99995852
 JB0164!UTM  16      -   0.99998299  x   0.99978582  =   0.99976882
 JB0164
 JB0164                          SUPERSEDED SURVEY CONTROL
 JB0164
 JB0164  NAD 83(1997)-  38 26 35.21180(N)    088 24 27.25129(W) AD(       ) 1
 JB0164  NAD 83(1997)-  38 26 35.22318(N)    088 24 27.24926(W) AD(       ) 1
 JB0164  NAD 83(1986)-  38 26 35.22499(N)    088 24 27.24965(W) AD(       ) 1
 JB0164  NAVD 88 (05/30/05)  139.08   (m)          456.3    (f) LEVELING    3  
 JB0164  NGVD 29 (??/??/92)  139.196  (m)          456.68   (f) ADJ UNCH    2 0
 JB0164
 JB0164.Superseded values are not recommended for survey control.
 JB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0164.See file dsdata.txt to determine how the superseded data were derived.
 JB0164
 JB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7716455920(NAD 83)
 JB0164_MARKER: DB = BENCH MARK DISK
 JB0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0164_SP_SET: CONCRETE POST
 JB0164_STAMPING: B 84 1935
 JB0164_MARK LOGO: CGS   
 JB0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0164+STABILITY: SURFACE MOTION
 JB0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JB0164+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 JB0164
 JB0164  HISTORY     - Date     Condition        Report By
 JB0164  HISTORY     - 1935     MONUMENTED       CGS
 JB0164  HISTORY     - 1942     GOOD             NGS
 JB0164  HISTORY     - 19901022 GOOD             NGS
 JB0164  HISTORY     - 20040630 GOOD             ILDT
 JB0164  HISTORY     - 20051017 GOOD             APISUR
 JB0164
 JB0164                          STATION DESCRIPTION
 JB0164
 JB0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JB0164'AT GEFF.
 JB0164'AT GEFF, WAYNE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, 3
 JB0164'RAILS NORTH OF THE NORTH END OF THE STATION, AND 6 FEET WEST OF
 JB0164'THE MAIN TRACK.  A STANDARD DISK, STAMPED B 84 1935 AND SET IN
 JB0164'THE TOP OF A CONCRETE POST.
 JB0164
 JB0164                          STATION RECOVERY (1990)
 JB0164
 JB0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JB0164'STATION IS LOCATED ABOUT 8 KM (5.0 MI)  NORTH-NORTHWEST OF
 JB0164'FAIRFIELD,IN THE GEFF COMMUNITY,IN A GRASSY STRIP BETWEEN UNUSED
 JB0164'RAILROAD TRACK AND A TRACK ROAD, IN T 1 S, R 7 E, SOUTHEAST 1/4 OF
 JB0164'SECTION 10. OWNERSHIP-BALTIMORE AND OHIO RAILROAD (TRACK IS TO BE
 JB0164'REMOVED IN 1990).
 JB0164'TO REACH FROM THE JUNCTION OF US HIGHWAY 45 AND STATE HIGHWAY 15 IN
 JB0164'FAIRFIELD, GO WEST ON HIGHWAYS 45 AND 15 FOR 3.87 KM (2.40 MI)  TO
 JB0164'JUNCTION OF HIGHWAY 45 NORTH.  BEAR RIGHT, NORTH, ON HIGHWAY 45 FOR
 JB0164'4.3 MI (6.9 KM) TO THE MAIN CROSS STREET IN GEFF (ROAD 1300 N). TURN
 JB0164'LEFT, WEST ON 1300 N FOR 0.27 KM (0.17 MI)  TO THE TRACK.  TURN
 JB0164'RIGHT, NORTHERLY, ALONG EAST SIDE OF TRACK FOR 0.06 KM (0.04 MI)  TO
 JB0164'THE STATION ON THE LEFT.
 JB0164'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 JB0164'PROJECTING 5 CM.  POST IS CHIPPED FROM LAWN MOWERS BUT IS SOLID.  IT
 JB0164'IS 3.0 M (9.8 FT) SOUTHWEST OF SOUTHWEST RAIL OF TRACK, 19.5 M
 JB0164'(64.0 FT) NORTH-NORTHWEST OF A 1.5-M MAPLE TREE, 30.6 M (100.4 FT)
 JB0164'SOUTH-SOUTHEAST OF A DEAD 1.3-METER MAPLE, 11.1 M (36.4 FT) NORTHEAST
 JB0164'OF CENTER OF A TRACK ROAD, 4.7 M (15.4 FT) NORTH OF NORTH ONE OF TWO
 JB0164'SMALL ENGLISH WALNUT TREES, AND 30 M (98.4 FT) NORTHWEST OF OLD
 JB0164'BUILDING FOUNDATION.
 JB0164'NOTE-RAILROAD IS IN PROCESS OF BEING REMOVED, ONLY RAILROAD BED WILL
 JB0164'REMAIN.  STATION IS ALSO 4.0 FT (1.2 M) WEST OF A FIBERGLASS WITNESS
 JB0164'POST.
 JB0164
 JB0164                          STATION RECOVERY (2004)
 JB0164
 JB0164'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RA)
 JB0164'RECOVERED AS DESCRIBED
 JB0164
 JB0164                          STATION RECOVERY (2005)
 JB0164
 JB0164'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (NRB)
 JB0164'LARGE MAPLE TREES IN THE DESCRITION NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0013 ***********************************************************************
 HB0013  DESIGNATION -  B 85
 HB0013  PID         -  HB0013
 HB0013  STATE/COUNTY-  IL/WHITE
 HB0013  USGS QUAD   -  NORRIS CITY (1963)
 HB0013
 HB0013                         *CURRENT SURVEY CONTROL
 HB0013  ___________________________________________________________________
 HB0013* NAD 83(1986)-  37 58 26.     (N)    088 19 23.     (W)     SCALED    
 HB0013* NAVD 88     -       131.249  (meters)     430.61   (feet)  ADJUSTED  
 HB0013  ___________________________________________________________________
 HB0013  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 HB0013  DYNAMIC HT  -         131.160 (meters)     430.31  (feet)  COMP
 HB0013  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 HB0013
 HB0013  VERT ORDER  -  SECOND    CLASS 0
 HB0013
 HB0013.The horizontal coordinates were scaled from a topographic map and have
 HB0013.an estimated accuracy of +/- 6 seconds.
 HB0013
 HB0013.The orthometric height was determined by differential leveling
 HB0013.and adjusted by the National Geodetic Survey in June 1991..
 HB0013
 HB0013.The geoid height was determined by GEOID03.
 HB0013
 HB0013.The dynamic height is computed by dividing the NAVD 88
 HB0013.geopotential number by the normal gravity value computed on the
 HB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0013.degrees latitude (g = 980.6199 gals.).
 HB0013
 HB0013.The modeled gravity was interpolated from observed gravity values.
 HB0013
 HB0013;                    North         East    Units  Estimated Accuracy
 HB0013;SPC IL E     -   145,080.      300,900.      MT  (+/- 180 meters Scaled)
 HB0013
 HB0013                          SUPERSEDED SURVEY CONTROL
 HB0013
 HB0013  NGVD 29 (??/??/??)  131.352  (m)          430.94   (f) ADJUSTED    2 0
 HB0013
 HB0013.Superseded values are not recommended for survey control.
 HB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0013.See file dsdata.txt to determine how the superseded data were derived.
 HB0013
 HB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH837037(NAD 83)
 HB0013_MARKER: DB = BENCH MARK DISK
 HB0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0013_STAMPING: B 85 1935
 HB0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0013+STABILITY: SURFACE MOTION
 HB0013
 HB0013  HISTORY     - Date     Condition        Report By
 HB0013  HISTORY     - 1935     MONUMENTED       CGS
 HB0013  HISTORY     - 1942     MARK NOT FOUND   CGS
 HB0013  HISTORY     - 1961     MARK NOT FOUND   USGS
 HB0013
 HB0013                          STATION DESCRIPTION
 HB0013
 HB0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HB0013'AT NORRIS CITY.
 HB0013'AT NORRIS CITY, WHITE COUNTY, ON THE CLEVELAND, CINCINNATI,
 HB0013'CHICAGO AND ST. LOUIS RAILWAY, 177 FEET NORTHEAST OF THE
 HB0013'CROSSING OF THE BALTIMORE AND OHIO RAILROAD, AND 74.5 FEET
 HB0013'NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HB0013'DISK, STAMPED B 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0013
 HB0013                          STATION RECOVERY (1961)
 HB0013
 HB0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HB0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0275 ***********************************************************************
 KB0275  DESIGNATION -  B 86
 KB0275  PID         -  KB0275
 KB0275  STATE/COUNTY-  IL/CUMBERLAND
 KB0275  USGS QUAD   -  GREENUP (1985)
 KB0275
 KB0275                         *CURRENT SURVEY CONTROL
 KB0275  ___________________________________________________________________
 KB0275* NAD 83(1986)-  39 14 19.     (N)    088 10 14.     (W)     SCALED    
 KB0275* NAVD 88     -       169.228  (meters)     555.21   (feet)  ADJUSTED  
 KB0275  ___________________________________________________________________
 KB0275  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0275  DYNAMIC HT  -         169.128 (meters)     554.88  (feet)  COMP
 KB0275  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 KB0275
 KB0275  VERT ORDER  -  SECOND    CLASS 0
 KB0275
 KB0275.The horizontal coordinates were scaled from a topographic map and have
 KB0275.an estimated accuracy of +/- 6 seconds.
 KB0275
 KB0275.The orthometric height was determined by differential leveling
 KB0275.and adjusted by the National Geodetic Survey in June 1991..
 KB0275
 KB0275.The geoid height was determined by GEOID03.
 KB0275
 KB0275.The dynamic height is computed by dividing the NAVD 88
 KB0275.geopotential number by the normal gravity value computed on the
 KB0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0275.degrees latitude (g = 980.6199 gals.).
 KB0275
 KB0275.The modeled gravity was interpolated from observed gravity values.
 KB0275
 KB0275;                    North         East    Units  Estimated Accuracy
 KB0275;SPC IL E     -   285,480.      314,050.      MT  (+/- 180 meters Scaled)
 KB0275
 KB0275                          SUPERSEDED SURVEY CONTROL
 KB0275
 KB0275  NGVD 29 (??/??/92)  169.29   (m)          555.4    (f) COMPUTED    2 0
 KB0275
 KB0275.Superseded values are not recommended for survey control.
 KB0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0275.See file dsdata.txt to determine how the superseded data were derived.
 KB0275
 KB0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ989439(NAD 83)
 KB0275_MARKER: DB = BENCH MARK DISK
 KB0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0275_STAMPING: B 86 1935
 KB0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0275+STABILITY: SURFACE MOTION
 KB0275
 KB0275  HISTORY     - Date     Condition        Report By
 KB0275  HISTORY     - 1935     MONUMENTED       CGS
 KB0275  HISTORY     - 1956     MARK NOT FOUND   NGS
 KB0275  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0275
 KB0275                          STATION DESCRIPTION
 KB0275
 KB0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0275'AT GREENUP.
 KB0275'AT GREENUP, ABOUT 100 YARDS SOUTHEAST OF THE ILLINOIS CENTRAL
 KB0275'RAILROAD STATION, 40 FEET NORTH OF THE PENNSYLVANIA RAILROAD
 KB0275'TRACK, AND 20 FEET EAST OF AN UNDERPASS.  A STANDARD DISK,
 KB0275'STAMPED B 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0275'NOTE-- THE MEASUREMENTS GIVEN IN DESCRIPTION APPEAR TO BE
 KB0275'GUESSWORK AS THEY DO NOT COME NEAR A COMMON POINT.
 KB0275
 KB0275                          STATION RECOVERY (2005)
 KB0275
 KB0275'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0161 ***********************************************************************
 KB0161  DESIGNATION -  B 87
 KB0161  PID         -  KB0161
 KB0161  STATE/COUNTY-  IL/COLES
 KB0161  USGS QUAD   -  CHARLESTON SOUTH (1984)
 KB0161
 KB0161                         *CURRENT SURVEY CONTROL
 KB0161  ___________________________________________________________________
 KB0161* NAD 83(1986)-  39 29 49.     (N)    088 10 20.     (W)     SCALED    
 KB0161* NAVD 88     -       203.552  (meters)     667.82   (feet)  ADJUSTED  
 KB0161  ___________________________________________________________________
 KB0161  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0161  DYNAMIC HT  -         203.436 (meters)     667.44  (feet)  COMP
 KB0161  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 KB0161
 KB0161  VERT ORDER  -  SECOND    CLASS 0
 KB0161
 KB0161.The horizontal coordinates were scaled from a topographic map and have
 KB0161.an estimated accuracy of +/- 6 seconds.
 KB0161
 KB0161.The orthometric height was determined by differential leveling
 KB0161.and adjusted by the National Geodetic Survey in June 1991..
 KB0161
 KB0161.The geoid height was determined by GEOID03.
 KB0161
 KB0161.The dynamic height is computed by dividing the NAVD 88
 KB0161.geopotential number by the normal gravity value computed on the
 KB0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0161.degrees latitude (g = 980.6199 gals.).
 KB0161
 KB0161.The modeled gravity was interpolated from observed gravity values.
 KB0161
 KB0161;                    North         East    Units  Estimated Accuracy
 KB0161;SPC IL E     -   314,160.      313,860.      MT  (+/- 180 meters Scaled)
 KB0161
 KB0161                          SUPERSEDED SURVEY CONTROL
 KB0161
 KB0161  NGVD 29 (??/??/92)  203.61   (m)          668.0    (f) COMPUTED    2 0
 KB0161
 KB0161.Superseded values are not recommended for survey control.
 KB0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0161.See file dsdata.txt to determine how the superseded data were derived.
 KB0161
 KB0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ992725(NAD 83)
 KB0161_MARKER: DB = BENCH MARK DISK
 KB0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0161_STAMPING: B 87 1935
 KB0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0161+STABILITY: SURFACE MOTION
 KB0161
 KB0161  HISTORY     - Date     Condition        Report By
 KB0161  HISTORY     - 1935     MONUMENTED       CGS
 KB0161  HISTORY     - 1956     MARK NOT FOUND   NGS
 KB0161  HISTORY     - 20050302 MARK NOT FOUND   ILDT
 KB0161
 KB0161                          STATION DESCRIPTION
 KB0161
 KB0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0161'AT CHARLESTON.
 KB0161'AT CHARLESTON, COLES COUNTY, AT THE NORTHEAST CORNER OF THE
 KB0161'INTERSECTION OF SEVENTH AND JEFFERSON STREETS, AT A SCHOOL, 10
 KB0161'YARDS EAST OF SEVENTH STREET, 4 YARDS NORTH OF JEFFERSON STREET,
 KB0161'11 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE,
 KB0161'AND 7 FEET NORTH OF THE SIDEWALK.  A STANDARD DISK, STAMPED B 87
 KB0161'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0161
 KB0161                          STATION RECOVERY (1956)
 KB0161
 KB0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KB0161'MARK NOT FOUND.
 KB0161
 KB0161                          STATION RECOVERY (2005)
 KB0161
 KB0161'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0463 ***********************************************************************
 KB0463  DESIGNATION -  B 88
 KB0463  PID         -  KB0463
 KB0463  STATE/COUNTY-  IL/SHELBY
 KB0463  USGS QUAD   -  SHELBYVILLE (1981)
 KB0463
 KB0463                         *CURRENT SURVEY CONTROL
 KB0463  ___________________________________________________________________
 KB0463* NAD 83(1986)-  39 24 03.     (N)    088 48 24.     (W)     SCALED    
 KB0463* NAVD 88     -       185.348  (meters)     608.10   (feet)  ADJUSTED  
 KB0463  ___________________________________________________________________
 KB0463  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB0463  DYNAMIC HT  -         185.241 (meters)     607.74  (feet)  COMP
 KB0463  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 KB0463
 KB0463  VERT ORDER  -  SECOND    CLASS 0
 KB0463
 KB0463.The horizontal coordinates were scaled from a topographic map and have
 KB0463.an estimated accuracy of +/- 6 seconds.
 KB0463
 KB0463.The orthometric height was determined by differential leveling
 KB0463.and adjusted by the National Geodetic Survey in June 1991..
 KB0463
 KB0463.The geoid height was determined by GEOID03.
 KB0463
 KB0463.The dynamic height is computed by dividing the NAVD 88
 KB0463.geopotential number by the normal gravity value computed on the
 KB0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0463.degrees latitude (g = 980.6199 gals.).
 KB0463
 KB0463.The modeled gravity was interpolated from observed gravity values.
 KB0463
 KB0463;                    North         East    Units  Estimated Accuracy
 KB0463;SPC IL E     -   303,580.      259,230.      MT  (+/- 180 meters Scaled)
 KB0463
 KB0463                          SUPERSEDED SURVEY CONTROL
 KB0463
 KB0463  NGVD 29 (??/??/92)  185.432  (m)          608.37   (f) ADJ UNCH    2 0
 KB0463
 KB0463.Superseded values are not recommended for survey control.
 KB0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0463.See file dsdata.txt to determine how the superseded data were derived.
 KB0463
 KB0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ444628(NAD 83)
 KB0463_MARKER: DB = BENCH MARK DISK
 KB0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0463_STAMPING: B 88 1935
 KB0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0463+STABILITY: SURFACE MOTION
 KB0463
 KB0463  HISTORY     - Date     Condition        Report By
 KB0463  HISTORY     - 1935     MONUMENTED       CGS
 KB0463  HISTORY     - 1973     MARK NOT FOUND   ILDT
 KB0463  HISTORY     - 1979     MARK NOT FOUND   USGS
 KB0463  HISTORY     - 20041118 MARK NOT FOUND   ILDT
 KB0463
 KB0463                          STATION DESCRIPTION
 KB0463
 KB0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0463'AT SHELBYVILLE.
 KB0463'AT SHELBYVILLE, SHELBY COUNTY, 0.9 MILE WEST ALONG THE CLEVELAND,
 KB0463'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION, 3
 KB0463'RAILS WEST OF CEDAR STREET, AT POLE 152/13, 10 FEET WEST OF A
 KB0463'TOOLHOUSE, AND 27 FEET SOUTH OF THE TRACK.  A STANDARD DISK,
 KB0463'STAMPED B 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0463
 KB0463                          STATION RECOVERY (1973)
 KB0463
 KB0463'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0463'MARK NOT FOUND.
 KB0463
 KB0463                          STATION RECOVERY (1979)
 KB0463
 KB0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KB0463'MARK NOT FOUND.
 KB0463
 KB0463                          STATION RECOVERY (2004)
 KB0463
 KB0463'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3239 ***********************************************************************
 ME3239  DESIGNATION -  B 9
 ME3239  PID         -  ME3239
 ME3239  STATE/COUNTY-  IL/COOK
 ME3239  USGS QUAD   -  ELMHURST (1997)
 ME3239
 ME3239                         *CURRENT SURVEY CONTROL
 ME3239  ___________________________________________________________________
 ME3239* NAD 83(1997)-  41 58 08.17137(N)    087 52 43.74241(W)     ADJUSTED  
 ME3239* NAVD 88     -       197.7    (meters)     649.     (feet)  VERTCON   
 ME3239  ___________________________________________________________________
 ME3239  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 ME3239  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME3239
 ME3239  HORZ ORDER  -  SECOND
 ME3239
 ME3239.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3239
 ME3239.The horizontal coordinates were established by classical geodetic methods
 ME3239.and adjusted by the National Geodetic Survey in October 1999..
 ME3239
 ME3239.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3239
 ME3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3239
 ME3239.The geoid height was determined by GEOID03.
 ME3239
 ME3239;                    North         East     Units Scale Factor Converg.
 ME3239;SPC IL E     -   588,752.309   337,674.406   MT  0.99999246   +0 18 14.2
 ME3239;SPC IL E     - 1,931,598.20  1,107,853.45   sFT  0.99999246   +0 18 14.2
 ME3239;UTM  16      - 4,646,700.751   427,182.745   MT  0.99966524   -0 35 15.8
 ME3239
 ME3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3239!SPC IL E     -   0.99997426  x   0.99999246  =   0.99996672
 ME3239!UTM  16      -   0.99997426  x   0.99966524  =   0.99963951
 ME3239
 ME3239|---------------------------------------------------------------------|
 ME3239| PID    Reference Object                     Distance      Geod. Az  |
 ME3239|                                                           dddmmss.s |
 ME3239| ME3232 B 10                                201.695 METERS 02310     |
 ME3239| ME3188 DEGNAN                              APPROX. 1.4 KM 2080458.8 |
 ME3239| ME3270 O HARE CONTROL TWR BALL             APPROX. 2.3 KM 2933610.5 |
 ME3239|---------------------------------------------------------------------|
 ME3239
 ME3239                          SUPERSEDED SURVEY CONTROL
 ME3239
 ME3239  NAD 83(1997)-  41 58 08.17147(N)    087 52 43.74296(W) AD(       ) 2
 ME3239  NAD 83(1997)-  41 58 08.17171(N)    087 52 43.75705(W) AD(       ) 2
 ME3239  NAD 83(1986)-  41 58 08.17350(N)    087 52 43.75656(W) AD(       ) 2
 ME3239  NGVD 29 (08/23/90)  197.8    (m)          649.     (f) VERT ANG       
 ME3239
 ME3239.Superseded values are not recommended for survey control.
 ME3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3239.See file dsdata.txt to determine how the superseded data were derived.
 ME3239
 ME3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2718346701(NAD 83)
 ME3239_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3239_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3239+STABILITY: SURFACE MOTION
 ME3239
 ME3239  HISTORY     - Date     Condition        Report By
 ME3239  HISTORY     - 1983     MONUMENTED       IL1670
 ME3239
 ME3239                          STATION DESCRIPTION
 ME3239
 ME3239'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3239'THE STATION IS LOCATED ON THE EAST SIDE OF CHICAGO O HARE
 ME3239'INTERNATIONAL AIRPORT, SOUTHEAST OF RUNWAY 22 LEFT.  AN AIRPORT
 ME3239'ESCORT IS NEEDED TO REACH THE STATION.
 ME3239'
 ME3239'TO REACH THE STATION FROM THE AIRPORT ENTRANCE NEAR THE
 ME3239'INTERSECTION OF LAWRENCE AND MANHEIM ROAD, GO NORTH ALONG AIRPORT
 ME3239'SERVICE ROAD FOR 0.55 KM (0.35 MI) TO STATION B10 COC ON THE LEFT.
 ME3239'PASS THROUGH GATE IN SECURITY FENCE AND GO SOUTH ALONG INSIDE OF
 ME3239'FENCE FOR 180 M (600 FT).  TURN RIGHT AND GO WEST ABOUT 90 M (300
 ME3239'FT) TO THE STATION.
 ME3239'
 ME3239'THE STATION IS A STANDARD COC DISK STAMPED---B9 1983---ATTACHED TO
 ME3239'THE TOP OF A DRIVEN ROD AND SURROUNDED BY A 15 CM (6 INCH) ROUND
 ME3239'CONCRETE MONUMENT.
 ME3239'
 ME3239'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0071 ***********************************************************************
 JB0071  DESIGNATION -  B 90
 JB0071  PID         -  JB0071
 JB0071  STATE/COUNTY-  IL/JASPER
 JB0071  USGS QUAD   -  NEWTON (1985)
 JB0071
 JB0071                         *CURRENT SURVEY CONTROL
 JB0071  ___________________________________________________________________
 JB0071* NAD 83(1986)-  38 59 23.     (N)    088 09 01.     (W)     SCALED    
 JB0071* NAVD 88     -       150.312  (meters)     493.15   (feet)  ADJUSTED  
 JB0071  ___________________________________________________________________
 JB0071  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JB0071  DYNAMIC HT  -         150.222 (meters)     492.85  (feet)  COMP
 JB0071  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 JB0071
 JB0071  VERT ORDER  -  FIRST     CLASS II
 JB0071
 JB0071.The horizontal coordinates were scaled from a topographic map and have
 JB0071.an estimated accuracy of +/- 6 seconds.
 JB0071
 JB0071.The orthometric height was determined by differential leveling
 JB0071.and adjusted by the National Geodetic Survey in June 1991..
 JB0071
 JB0071.The geoid height was determined by GEOID03.
 JB0071
 JB0071.The dynamic height is computed by dividing the NAVD 88
 JB0071.geopotential number by the normal gravity value computed on the
 JB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0071.degrees latitude (g = 980.6199 gals.).
 JB0071
 JB0071.The modeled gravity was interpolated from observed gravity values.
 JB0071
 JB0071;                    North         East    Units  Estimated Accuracy
 JB0071;SPC IL E     -   257,850.      315,860.      MT  (+/- 180 meters Scaled)
 JB0071
 JB0071                          SUPERSEDED SURVEY CONTROL
 JB0071
 JB0071  NGVD 29 (??/??/92)  150.380  (m)          493.37   (f) ADJ UNCH    1 2
 JB0071
 JB0071.Superseded values are not recommended for survey control.
 JB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0071.See file dsdata.txt to determine how the superseded data were derived.
 JB0071
 JB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ003162(NAD 83)
 JB0071_MARKER: DB = BENCH MARK DISK
 JB0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0071_STAMPING: B 90 1935
 JB0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0071+STABILITY: SURFACE MOTION
 JB0071
 JB0071  HISTORY     - Date     Condition        Report By
 JB0071  HISTORY     - 1935     MONUMENTED       CGS
 JB0071  HISTORY     - 1956     GOOD             NGS
 JB0071  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0071
 JB0071                          STATION DESCRIPTION
 JB0071
 JB0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0071'AT NEWTON.
 JB0071'AT NEWTON, ABOUT 0.4 MILE EAST ALONG THE ILLINOIS CENTRAL
 JB0071'RAILROAD FROM THE STATION, 208 1/2 FEET EAST AND ACROSS TRACK
 JB0071'FROM MILE POST I 153, AT CROSSING OF SCOTT AVENUE (NORTH-SOUTH
 JB0071'GRAVEL STREET), 22.3 FEET SOUTH-SOUTHEAST OF NEAR RAIL OF TRACK,
 JB0071'32 1/2 FEET EAST OF CENTER LINE OF SCOTT AVENUE, 1.7 FEET
 JB0071'NORTH-NORTHWEST OF A FENCE LINE, 7 1/2 FEET EAST OF A FENCE
 JB0071'CORNER, 55 1/2 FEET EAST AND ACROSS SCOTT AVENUE FROM THE CENTER
 JB0071'OF SOUTH END OF A 36-INCH PIPE CULVERT UNDER TRACK, 1 FOOT EAST
 JB0071'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 JB0071'TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 JB0071'UNDERGROUND.
 JB0071
 JB0071                          STATION RECOVERY (1983)
 JB0071
 JB0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0059 ***********************************************************************
 JB0059  DESIGNATION -  B 91
 JB0059  PID         -  JB0059
 JB0059  STATE/COUNTY-  IL/RICHLAND
 JB0059  USGS QUAD   -  OLNEY (1971)
 JB0059
 JB0059                         *CURRENT SURVEY CONTROL
 JB0059  ___________________________________________________________________
 JB0059* NAD 83(1986)-  38 42 23.     (N)    088 05 06.     (W)     SCALED    
 JB0059* NAVD 88     -       139.874  (meters)     458.90   (feet)  ADJUSTED  
 JB0059  ___________________________________________________________________
 JB0059  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JB0059  DYNAMIC HT  -         139.789 (meters)     458.62  (feet)  COMP
 JB0059  MODELED GRAV-     980,014.8   (mgal)                       NAVD 88
 JB0059
 JB0059  VERT ORDER  -  SECOND    CLASS 0
 JB0059
 JB0059.The horizontal coordinates were scaled from a topographic map and have
 JB0059.an estimated accuracy of +/- 6 seconds.
 JB0059
 JB0059.The orthometric height was determined by differential leveling
 JB0059.and adjusted by the National Geodetic Survey in June 1991..
 JB0059
 JB0059.The geoid height was determined by GEOID03.
 JB0059
 JB0059.The dynamic height is computed by dividing the NAVD 88
 JB0059.geopotential number by the normal gravity value computed on the
 JB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0059.degrees latitude (g = 980.6199 gals.).
 JB0059
 JB0059.The modeled gravity was interpolated from observed gravity values.
 JB0059
 JB0059;                    North         East    Units  Estimated Accuracy
 JB0059;SPC IL E     -   226,410.      321,600.      MT  (+/- 180 meters Scaled)
 JB0059
 JB0059                          SUPERSEDED SURVEY CONTROL
 JB0059
 JB0059  NGVD 29 (??/??/92)  139.973  (m)          459.23   (f) ADJ UNCH    2 0
 JB0059
 JB0059.Superseded values are not recommended for survey control.
 JB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0059.See file dsdata.txt to determine how the superseded data were derived.
 JB0059
 JB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH056847(NAD 83)
 JB0059_MARKER: DB = BENCH MARK DISK
 JB0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0059_STAMPING: B 91 1935
 JB0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0059+STABILITY: SURFACE MOTION
 JB0059
 JB0059  HISTORY     - Date     Condition        Report By
 JB0059  HISTORY     - 1935     MONUMENTED       CGS
 JB0059  HISTORY     - 1935     MARK NOT FOUND   USGS
 JB0059
 JB0059                          STATION DESCRIPTION
 JB0059
 JB0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0059'1.3 MI S FROM OLNEY.
 JB0059'1.3 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0059'STATION AT OLNEY, RICHLAND COUNTY, TWO RAILS NORTH OF A ROAD
 JB0059'CROSSING AT THE POINT WHERE STATE HIGHWAY 130 IS NEAREST THE
 JB0059'TRACK, AND 22 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 JB0059'B 91 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0059
 JB0059                          STATION RECOVERY (1935)
 JB0059
 JB0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 JB0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0817 ***********************************************************************
 KB0817  DESIGNATION -  B 92
 KB0817  PID         -  KB0817
 KB0817  STATE/COUNTY-  IL/CHRISTIAN
 KB0817  USGS QUAD   -  PANA (1982)
 KB0817
 KB0817                         *CURRENT SURVEY CONTROL
 KB0817  ___________________________________________________________________
 KB0817* NAD 83(1986)-  39 24 52.     (N)    089 06 57.     (W)     SCALED    
 KB0817* NAVD 88     -       202.491  (meters)     664.34   (feet)  ADJUSTED  
 KB0817  ___________________________________________________________________
 KB0817  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0817  DYNAMIC HT  -         202.371 (meters)     663.95  (feet)  COMP
 KB0817  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 KB0817
 KB0817  VERT ORDER  -  FIRST     CLASS II
 KB0817
 KB0817.The horizontal coordinates were scaled from a topographic map and have
 KB0817.an estimated accuracy of +/- 6 seconds.
 KB0817
 KB0817.The orthometric height was determined by differential leveling
 KB0817.and adjusted by the National Geodetic Survey in June 1991..
 KB0817
 KB0817.The geoid height was determined by GEOID03.
 KB0817
 KB0817.The dynamic height is computed by dividing the NAVD 88
 KB0817.geopotential number by the normal gravity value computed on the
 KB0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0817.degrees latitude (g = 980.6199 gals.).
 KB0817
 KB0817.The modeled gravity was interpolated from observed gravity values.
 KB0817
 KB0817;                    North         East    Units  Estimated Accuracy
 KB0817;SPC IL W     -   305,510.      790,490.      MT  (+/- 180 meters Scaled)
 KB0817
 KB0817                          SUPERSEDED SURVEY CONTROL
 KB0817
 KB0817  NGVD 29 (??/??/92)  202.577  (m)          664.62   (f) ADJ UNCH    1 2
 KB0817
 KB0817.Superseded values are not recommended for survey control.
 KB0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0817.See file dsdata.txt to determine how the superseded data were derived.
 KB0817
 KB0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ178649(NAD 83)
 KB0817_MARKER: DB = BENCH MARK DISK
 KB0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0817_STAMPING: B 92 1935
 KB0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0817+STABILITY: SURFACE MOTION
 KB0817
 KB0817  HISTORY     - Date     Condition        Report By
 KB0817  HISTORY     - 1935     MONUMENTED       CGS
 KB0817  HISTORY     - 1961     GOOD             NGS
 KB0817  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0817
 KB0817                          STATION DESCRIPTION
 KB0817
 KB0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0817'2.5 MI NW FROM PANA.
 KB0817'ABOUT 2.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KB0817'FROM THE NEW YORK CENTRAL RAILROAD STATION AT PANA, 0.15 MILE
 KB0817'SOUTHEAST OF A ROAD CROSSING, 0.1 MILE NORTHWEST OF ANOTHER
 KB0817'ROAD CROSSING, 23.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 57.8
 KB0817'FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 29, 3 FEET
 KB0817'NORTHEAST OF THE 3RD TELEPHONE POLE NORTHWEST OF ROAD CROSSING,
 KB0817'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 KB0817'LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.  NOTE-- MARK
 KB0817'IS IN SECTION 8 T 11 N R 1 E.
 KB0817
 KB0817                          STATION RECOVERY (1980)
 KB0817
 KB0817'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0726 ***********************************************************************
 KB0726  DESIGNATION -  B 93
 KB0726  PID         -  KB0726
 KB0726  STATE/COUNTY-  IL/CHRISTIAN
 KB0726  USGS QUAD   -  OWANECO (1982)
 KB0726
 KB0726                         *CURRENT SURVEY CONTROL
 KB0726  ___________________________________________________________________
 KB0726* NAD 83(1986)-  39 22 46.     (N)    089 09 45.     (W)     SCALED    
 KB0726* NAVD 88     -       217.498  (meters)     713.57   (feet)  ADJUSTED  
 KB0726  ___________________________________________________________________
 KB0726  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0726  DYNAMIC HT  -         217.369 (meters)     713.15  (feet)  COMP
 KB0726  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 KB0726
 KB0726  VERT ORDER  -  SECOND    CLASS 0
 KB0726
 KB0726.The horizontal coordinates were scaled from a topographic map and have
 KB0726.an estimated accuracy of +/- 6 seconds.
 KB0726
 KB0726.The orthometric height was determined by differential leveling
 KB0726.and adjusted by the National Geodetic Survey in June 1991..
 KB0726
 KB0726.The geoid height was determined by GEOID03.
 KB0726
 KB0726.The dynamic height is computed by dividing the NAVD 88
 KB0726.geopotential number by the normal gravity value computed on the
 KB0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0726.degrees latitude (g = 980.6199 gals.).
 KB0726
 KB0726.The modeled gravity was interpolated from observed gravity values.
 KB0726
 KB0726;                    North         East    Units  Estimated Accuracy
 KB0726;SPC IL W     -   301,570.      786,520.      MT  (+/- 180 meters Scaled)
 KB0726
 KB0726                          SUPERSEDED SURVEY CONTROL
 KB0726
 KB0726  NGVD 29 (??/??/92)  217.583  (m)          713.85   (f) ADJ UNCH    2 0
 KB0726
 KB0726.Superseded values are not recommended for survey control.
 KB0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0726.See file dsdata.txt to determine how the superseded data were derived.
 KB0726
 KB0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ137611(NAD 83)
 KB0726_MARKER: DB = BENCH MARK DISK
 KB0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0726_STAMPING: B 93 1935
 KB0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0726+STABILITY: SURFACE MOTION
 KB0726
 KB0726  HISTORY     - Date     Condition        Report By
 KB0726  HISTORY     - 1935     MONUMENTED       CGS
 KB0726  HISTORY     - 1942     GOOD             NGS
 KB0726  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0726
 KB0726                          STATION DESCRIPTION
 KB0726
 KB0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KB0726'AT ROSAMOND.
 KB0726'AT ROSAMOND, CHRISTIAN COUNTY, ON THE CLEVELAND, CINCINNATI,
 KB0726'CHICAGO AND ST. LOUIS RAILWAY, 7 RAILS SOUTHWEST OF THE STATION,
 KB0726'AT THE NORTHWEST CORNER OF THE RAILROAD PARK, 13.5 FEET SOUTHEAST
 KB0726'OF THE SOUTHEAST RAIL, AND 20 FEET EAST OF THE CENTERLINE OF A
 KB0726'STREET.  A STANDARD DISK, STAMPED B 93 1935 AND SET IN THE TOP
 KB0726'OF A CONCRETE POST.
 KB0726
 KB0726                          STATION RECOVERY (1980)
 KB0726
 KB0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0845 ***********************************************************************
 KB0845  DESIGNATION -  B 94
 KB0845  PID         -  KB0845
 KB0845  STATE/COUNTY-  IL/MONTGOMERY
 KB0845  USGS QUAD   -  LITCHFIELD (1974)
 KB0845
 KB0845                         *CURRENT SURVEY CONTROL
 KB0845  ___________________________________________________________________
 KB0845* NAD 83(1986)-  39 10 19.     (N)    089 39 34.     (W)     SCALED    
 KB0845* NAVD 88     -       211.009  (meters)     692.29   (feet)  ADJUSTED  
 KB0845  ___________________________________________________________________
 KB0845  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KB0845  DYNAMIC HT  -         210.887 (meters)     691.89  (feet)  COMP
 KB0845  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 KB0845
 KB0845  VERT ORDER  -  SECOND    CLASS 0
 KB0845
 KB0845.The horizontal coordinates were scaled from a topographic map and have
 KB0845.an estimated accuracy of +/- 6 seconds.
 KB0845
 KB0845.The orthometric height was determined by differential leveling
 KB0845.and adjusted by the National Geodetic Survey in June 1991..
 KB0845
 KB0845.The geoid height was determined by GEOID03.
 KB0845
 KB0845.The dynamic height is computed by dividing the NAVD 88
 KB0845.geopotential number by the normal gravity value computed on the
 KB0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0845.degrees latitude (g = 980.6199 gals.).
 KB0845
 KB0845.The modeled gravity was interpolated from observed gravity values.
 KB0845
 KB0845;                    North         East    Units  Estimated Accuracy
 KB0845;SPC IL W     -   278,180.      743,830.      MT  (+/- 180 meters Scaled)
 KB0845
 KB0845                          SUPERSEDED SURVEY CONTROL
 KB0845
 KB0845  NGVD 29 (??/??/92)  211.136  (m)          692.70   (f) ADJ UNCH    2 0
 KB0845
 KB0845.Superseded values are not recommended for survey control.
 KB0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0845.See file dsdata.txt to determine how the superseded data were derived.
 KB0845
 KB0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ702392(NAD 83)
 KB0845_MARKER: DB = BENCH MARK DISK
 KB0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0845_STAMPING: B 94 1935
 KB0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0845+STABILITY: SURFACE MOTION
 KB0845
 KB0845  HISTORY     - Date     Condition        Report By
 KB0845  HISTORY     - 1935     MONUMENTED       CGS
 KB0845  HISTORY     - 1960     GOOD             NGS
 KB0845
 KB0845                          STATION DESCRIPTION
 KB0845
 KB0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0845'AT LITCHFIELD.
 KB0845'AT LITCHFIELD, AT THE NEW YORK CENTRAL RAIL ROAD FREIGHT STATION,
 KB0845'AT A NORTH SOUTH STREET CROSSING, 120 YARDS NORTHWEST AND ACROSS
 KB0845'THE TRACK FROM THE NEW YORK CENTRAL RAIL ROAD FREIGHT STATION, 40
 KB0845'FEET EAST OF THE CENTER LINE OF JEFFERSON STREET, 29 FEET NORTH
 KB0845'OF THE TRACK, 12 FEET NORTH OF THE REMAINS OF A PASSENGER
 KB0845'PLATFORM, 2 FEET SOUTH OF A TELEPHONE POLE, 0.7 FOOT SOUTH OF
 KB0845'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 KB0845'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0149 ***********************************************************************
 JC0149  DESIGNATION -  B 95
 JC0149  PID         -  JC0149
 JC0149  STATE/COUNTY-  IL/MADISON
 JC0149  USGS QUAD   -  WOOD RIVER (1994)
 JC0149
 JC0149                         *CURRENT SURVEY CONTROL
 JC0149  ___________________________________________________________________
 JC0149* NAD 83(1986)-  38 45 38.     (N)    090 05 38.     (W)     SCALED    
 JC0149* NAVD 88     -       130.715  (meters)     428.85   (feet)  ADJUSTED  
 JC0149  ___________________________________________________________________
 JC0149  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC0149  DYNAMIC HT  -         130.633 (meters)     428.59  (feet)  COMP
 JC0149  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JC0149
 JC0149  VERT ORDER  -  SECOND    CLASS 0
 JC0149
 JC0149.The horizontal coordinates were scaled from a topographic map and have
 JC0149.an estimated accuracy of +/- 6 seconds.
 JC0149
 JC0149.The orthometric height was determined by differential leveling
 JC0149.and adjusted by the National Geodetic Survey in June 1991..
 JC0149
 JC0149.The geoid height was determined by GEOID03.
 JC0149
 JC0149.The dynamic height is computed by dividing the NAVD 88
 JC0149.geopotential number by the normal gravity value computed on the
 JC0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0149.degrees latitude (g = 980.6199 gals.).
 JC0149
 JC0149.The modeled gravity was interpolated from observed gravity values.
 JC0149
 JC0149;                    North         East    Units  Estimated Accuracy
 JC0149;SPC IL W     -   232,390.      706,330.      MT  (+/- 180 meters Scaled)
 JC0149
 JC0149                          SUPERSEDED SURVEY CONTROL
 JC0149
 JC0149  NGVD 29 (??/??/92)  130.833  (m)          429.24   (f) ADJ UNCH    2 0
 JC0149
 JC0149.Superseded values are not recommended for survey control.
 JC0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0149.See file dsdata.txt to determine how the superseded data were derived.
 JC0149
 JC0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC525942(NAD 83)
 JC0149_MARKER: DB = BENCH MARK DISK
 JC0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0149_STAMPING: B 95 1935
 JC0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0149+STABILITY: SURFACE MOTION
 JC0149
 JC0149  HISTORY     - Date     Condition        Report By
 JC0149  HISTORY     - 1935     MONUMENTED       CGS
 JC0149  HISTORY     - 1942     GOOD             NGS
 JC0149
 JC0149                          STATION DESCRIPTION
 JC0149
 JC0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JC0149'AT MITCHELL.
 JC0149'AT MITCHELL, MADISON COUNTY, ON THE WABASH RAILROAD, 410 FEET
 JC0149'NORTH OF THE STATION, 6-1/2 RAILS SOUTH OF A CROSSING, 18 FEET
 JC0149'WEST OF THE TRACK, AND 10 FEET EAST OF A DRIVE TO THE STATION.
 JC0149'A STANDARD DISK, STAMPED B 95 1935 AND SET IN THE TOP OF A
 JC0149'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0860 ***********************************************************************
 KB0860  DESIGNATION -  B 96
 KB0860  PID         -  KB0860
 KB0860  STATE/COUNTY-  IL/MACOUPIN
 KB0860  USGS QUAD   -  VIRDEN SOUTH (1979)
 KB0860
 KB0860                         *CURRENT SURVEY CONTROL
 KB0860  ___________________________________________________________________
 KB0860* NAD 83(1986)-  39 28 32.     (N)    089 46 12.     (W)     SCALED    
 KB0860* NAVD 88     -       202.180  (meters)     663.32   (feet)  ADJUSTED  
 KB0860  ___________________________________________________________________
 KB0860  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KB0860  DYNAMIC HT  -         202.067 (meters)     662.95  (feet)  COMP
 KB0860  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 KB0860
 KB0860  VERT ORDER  -  SECOND    CLASS 0
 KB0860
 KB0860.The horizontal coordinates were scaled from a topographic map and have
 KB0860.an estimated accuracy of +/- 6 seconds.
 KB0860
 KB0860.The orthometric height was determined by differential leveling
 KB0860.and adjusted by the National Geodetic Survey in June 1991..
 KB0860
 KB0860.The geoid height was determined by GEOID03.
 KB0860
 KB0860.The dynamic height is computed by dividing the NAVD 88
 KB0860.geopotential number by the normal gravity value computed on the
 KB0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0860.degrees latitude (g = 980.6199 gals.).
 KB0860
 KB0860.The modeled gravity was interpolated from observed gravity values.
 KB0860
 KB0860;                    North         East    Units  Estimated Accuracy
 KB0860;SPC IL W     -   311,840.      734,130.      MT  (+/- 180 meters Scaled)
 KB0860
 KB0860                          SUPERSEDED SURVEY CONTROL
 KB0860
 KB0860  NGVD 29 (??/??/92)  202.298  (m)          663.71   (f) ADJ UNCH    2 0
 KB0860
 KB0860.Superseded values are not recommended for survey control.
 KB0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0860.See file dsdata.txt to determine how the superseded data were derived.
 KB0860
 KB0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ617732(NAD 83)
 KB0860_MARKER: DB = BENCH MARK DISK
 KB0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0860_STAMPING: B 96 1935
 KB0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0860+STABILITY: SURFACE MOTION
 KB0860
 KB0860  HISTORY     - Date     Condition        Report By
 KB0860  HISTORY     - 1935     MONUMENTED       CGS
 KB0860  HISTORY     - 20010410 MARK NOT FOUND   JCLS
 KB0860
 KB0860                          STATION DESCRIPTION
 KB0860
 KB0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0860'1.8 MI S FROM VIRDEN.
 KB0860'1.8 MILES SOUTH ALONG THE OLD ALTON RAILROAD FROM THE STATION AT
 KB0860'VIRDEN, MACOUPIN COUNTY, AT A WATER TANK AND COALING STATION, 7
 KB0860'YARDS NORTH OF A WATERSPOUT, AT A ROAD CROSSING, 9 YARDS SOUTH
 KB0860'OF THE CENTERLINE OF THE ROAD, 7 YARDS EAST OF THE CENTERLINE
 KB0860'OF THE NORTHBOUND TRACK, AND 2 YARDS NORTH OF A POLE.  A STANDARD
 KB0860'DISK, STAMPED B 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0860
 KB0860                          STATION RECOVERY (2001)
 KB0860
 KB0860'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 KB0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1108 ***********************************************************************
 JB1108  DESIGNATION -  B 99
 JB1108  PID         -  JB1108
 JB1108  STATE/COUNTY-  IL/PERRY
 JB1108  USGS QUAD   -  PYATTS (1982)
 JB1108
 JB1108                         *CURRENT SURVEY CONTROL
 JB1108  ___________________________________________________________________
 JB1108* NAD 83(1986)-  38 02 51.     (N)    089 19 37.     (W)     SCALED    
 JB1108* NAVD 88     -       130.477  (meters)     428.07   (feet)  ADJUSTED  
 JB1108  ___________________________________________________________________
 JB1108  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 JB1108  DYNAMIC HT  -         130.392 (meters)     427.79  (feet)  COMP
 JB1108  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 JB1108
 JB1108  VERT ORDER  -  SECOND    CLASS 0
 JB1108
 JB1108.The horizontal coordinates were scaled from a topographic map and have
 JB1108.an estimated accuracy of +/- 6 seconds.
 JB1108
 JB1108.The orthometric height was determined by differential leveling
 JB1108.and adjusted by the National Geodetic Survey in June 1991..
 JB1108
 JB1108.The geoid height was determined by GEOID03.
 JB1108
 JB1108.The dynamic height is computed by dividing the NAVD 88
 JB1108.geopotential number by the normal gravity value computed on the
 JB1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1108.degrees latitude (g = 980.6199 gals.).
 JB1108
 JB1108.The modeled gravity was interpolated from observed gravity values.
 JB1108
 JB1108;                    North         East    Units  Estimated Accuracy
 JB1108;SPC IL W     -   153,580.      773,700.      MT  (+/- 180 meters Scaled)
 JB1108
 JB1108                          SUPERSEDED SURVEY CONTROL
 JB1108
 JB1108  NGVD 29 (??/??/92)  130.578  (m)          428.40   (f) ADJ UNCH    2 0
 JB1108
 JB1108.Superseded values are not recommended for survey control.
 JB1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1108.See file dsdata.txt to determine how the superseded data were derived.
 JB1108
 JB1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH958136(NAD 83)
 JB1108_MARKER: DB = BENCH MARK DISK
 JB1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1108_STAMPING: B 99 1935
 JB1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1108+STABILITY: SURFACE MOTION
 JB1108
 JB1108  HISTORY     - Date     Condition        Report By
 JB1108  HISTORY     - 1935     MONUMENTED       CGS
 JB1108  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1108
 JB1108                          STATION DESCRIPTION
 JB1108
 JB1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1108'3.7 MI SE FROM PINCKNEYVILLE.
 JB1108'3.7 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1108'STATION AT PINCKNEYVILLE, PERRY COUNTY, AT DENNY, 55 FEET
 JB1108'SOUTHEAST OF THE STATION, AT A ROAD CROSSING, 34 FEET NORTHEAST
 JB1108'OF THE CENTERLINE OF THE TRACK, 30 FEET NORTHWEST OF THE CENTERLINE
 JB1108'OF THE ROAD, AND AT POLE 56+06.  A STANDARD DISK, STAMPED B 99
 JB1108'1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB1108
 JB1108                          STATION RECOVERY (1974)
 JB1108
 JB1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1753 ***********************************************************************
 LC1753  DESIGNATION -  BABB
 LC1753  PID         -  LC1753
 LC1753  STATE/COUNTY-  IL/CHAMPAIGN
 LC1753  USGS QUAD   -  THOMASBORO (1975)
 LC1753
 LC1753                         *CURRENT SURVEY CONTROL
 LC1753  ___________________________________________________________________
 LC1753* NAD 83(1997)-  40 14 18.49365(N)    088 13 56.57240(W)     ADJUSTED  
 LC1753* NAVD 88     -       226.2    (meters)     742.     (feet)  GPS OBS   
 LC1753  ___________________________________________________________________
 LC1753  X           -     150,398.102 (meters)                     COMP
 LC1753  Y           -  -4,873,473.045 (meters)                     COMP
 LC1753  Z           -   4,098,359.555 (meters)                     COMP
 LC1753  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LC1753  ELLIP HEIGHT-         194.05  (meters)          (12/06/04) GPS OBS
 LC1753  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LC1753
 LC1753  HORZ ORDER  -  FIRST
 LC1753  ELLP ORDER  -  FOURTH    CLASS I
 LC1753
 LC1753.The horizontal coordinates were established by GPS observations
 LC1753.and adjusted by the National Geodetic Survey in December 2002..
 LC1753
 LC1753.The orthometric height was determined by GPS observations and a
 LC1753.high-resolution geoid model.
 LC1753
 LC1753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1753
 LC1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1753
 LC1753.The ellipsoidal height was determined by GPS observations
 LC1753.and is referenced to NAD 83.
 LC1753
 LC1753.The geoid height was determined by GEOID03.
 LC1753
 LC1753;                    North         East     Units Scale Factor Converg.
 LC1753;SPC IL E     -   396,483.566   308,590.413   MT  0.99997591   +0 03 54.8
 LC1753;SPC IL E     - 1,300,796.50  1,012,433.71   sFT  0.99997591   +0 03 54.8
 LC1753;UTM  16      - 4,454,953.983   395,169.808   MT  0.99973528   -0 47 46.2
 LC1753
 LC1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1753!SPC IL E     -   0.99996956  x   0.99997591  =   0.99994547
 LC1753!UTM  16      -   0.99996956  x   0.99973528  =   0.99970485
 LC1753
 LC1753|---------------------------------------------------------------------|
 LC1753| PID    Reference Object                     Distance      Geod. Az  |
 LC1753|                                                           dddmmss.s |
 LC1753| LC1751 BABB RM 3                            18.945 METERS 00857     |
 LC1753| LC1729 RANTOUL MUNICIPAL TANK              APPROX.10.3 KM 0370649.7 |
 LC1753| CI6666 BABB AZ MK                                         0881500.4 |
 LC1753| LC1750 PTS 8 USGS 1934                      45.130 METERS 08903     |
 LC1753| CI6667 BABB RM 1                            58.393 METERS 12906     |
 LC1753| LC1740 CHAMPAIGN CCC AND ST L RR STK       APPROX.14.0 KM 1680718.5 |
 LC1753| LC1752 CHAMPAIGN SMITH ICE PLANT STK       APPROX.10.2 KM 1765218.0 |
 LC1753| LC1749 CHAMPAIGN U ILL HEAT PLT N STK      APPROX.14.1 KM 1774711.6 |
 LC1753| LC1748 CHAMPAIGN U ILL HEAT PLT S STK      APPROX.14.1 KM 1775118.6 |
 LC1753| LC1741 CHAMPAIGN U ILL LAW C STEEPLE       APPROX.14.3 KM 1783533.5 |
 LC1753| LC1742 CHAMPAIGN ST MARYS CATH CH          APPROX.13.4 KM 1785806.6 |
 LC1753| LC1738 CHAMPAIGN CITY RAILROAD STACK       APPROX.12.8 KM 1832516.3 |
 LC1753| CI6668 BABB RM 2                            42.824 METERS 27230     |
 LC1753|---------------------------------------------------------------------|
 LC1753
 LC1753                          SUPERSEDED SURVEY CONTROL
 LC1753
 LC1753  ELLIP H (12/18/02)  194.05   (m)                       GP(       ) 4 2
 LC1753  NAD 83(1997)-  40 14 18.49409(N)    088 13 56.57256(W) AD(       ) 1
 LC1753  ELLIP H (10/21/99)  194.03   (m)                       GP(       ) 4 1
 LC1753  NAD 83(1997)-  40 14 18.49433(N)    088 13 56.57237(W) AD(       ) 1
 LC1753  NAD 83(1986)-  40 14 18.50253(N)    088 13 56.56862(W) AD(       ) 1
 LC1753  NAD 27      -  40 14 18.38340(N)    088 13 56.38970(W) AD(       ) 1
 LC1753  NGVD 29 (06/25/91)  226.2    (m)          742.     (f) GPS OBS        
 LC1753
 LC1753.Superseded values are not recommended for survey control.
 LC1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1753.See file dsdata.txt to determine how the superseded data were derived.
 LC1753
 LC1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9517054954(NAD 83)
 LC1753_MARKER: DS = TRIANGULATION STATION DISK
 LC1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1753_SP_SET: CONCRETE POST
 LC1753_STAMPING: BABB 1934
 LC1753_MARK LOGO: CGS   
 LC1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1753+STABILITY: SURFACE MOTION
 LC1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1753+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 LC1753
 LC1753  HISTORY     - Date     Condition        Report By
 LC1753  HISTORY     - 1934     MONUMENTED       CGS
 LC1753  HISTORY     - 1934     GOOD             CGS
 LC1753  HISTORY     - 1959     GOOD             CGS
 LC1753  HISTORY     - 1960     GOOD             CGS
 LC1753  HISTORY     - 19901003 GOOD             NGS
 LC1753  HISTORY     - 19980406 GOOD             BCA
 LC1753  HISTORY     - 20001229 GOOD             ZAMBRA
 LC1753
 LC1753                          STATION DESCRIPTION
 LC1753
 LC1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LC1753'STATION IS ABOUT 8 MILES N OF CHAMPAIGN, IN THE SW ANGLE OF
 LC1753'A CROSSROADS, 176 FEET W OF THE CENTER LINE OF THE N-S ROAD,
 LC1753'34 FEET S OF THE CENTER LINE OF THE E-W ROAD, 37 FEET WSW
 LC1753'OF THE SECOND TELEPHONE POLE W OF THE CROSSROADS, AND IS
 LC1753'SET 12 INCHES UNDERGROUND.
 LC1753'
 LC1753'TO REACH FROM THE POST OFFICE IN CHAMPAIGN, GO N 0.6 MILE,
 LC1753'E 0.35 MILE, N 6.7 MILES, E 0.4 MILE, AND N 1 MILE TO THE
 LC1753'CROSSROADS AND THE STATION.
 LC1753'
 LC1753'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1753'BRONZE DISKS SET IN CONCRETE.
 LC1753'
 LC1753'REFERENCE MARK NO. 1 IS SE OF THE STATION, IN THE W RIGHT-OF-WAY
 LC1753'FENCE OF THE N-S ROAD, 315.74 FEET ESE OF REFERENCE MARK
 LC1753'NO. 2, AND PROJECTS 3 INCHES.  REFERENCE MARK NO. 2 IS W OF
 LC1753'THE STATION, IN THE S RIGHT-OF-WAY FENCE OF THE E-W ROAD,
 LC1753'AND PROJECTS 3 INCHES.
 LC1753'
 LC1753'U.S.G.S. PRIMARY TRAVERSE STATION NO. 8 IS E OF THE STATION,
 LC1753'IN THE W RIGHT-OF-WAY FENCE OF THE N-S ROAD, 8 FEET S OF
 LC1753'THE NE CORNER OF THE FIELD, AND IS A STANDARD U.S.G.S. BRONZE
 LC1753'CAP BENCH MARK ON THE TOP OF AN IRON PIPE WHICH PROJECTS 7
 LC1753'INCHES.  THE MARK IS STAMPED PRIM. TRAV. STA. NO. 8 1905.
 LC1753'THE MARK IS 123.36 FEET N OF REFERENCE MARK NO. 1.
 LC1753'
 LC1753'THE AZIMUTH MARK IS E OF THE STATION, IN THE N (HEDGE)
 LC1753'RIGHT-OF-WAY FENCE OF THE E-W ROAD, ON THE CREST OF A SLIGHT
 LC1753'RISE, 280 FEET E OF A N-S HEDGE FENCE, AND PROJECTS 5 INCHES.
 LC1753'
 LC1753'A 50-FOOT TOWER WILL CLEAR ALL LINES.
 LC1753
 LC1753                          STATION RECOVERY (1934)
 LC1753
 LC1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LC1753'RECOVERED IN GOOD CONDITION.
 LC1753
 LC1753                          STATION RECOVERY (1959)
 LC1753
 LC1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1753'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LC1753'FOUND TO BE IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2
 LC1753'WHICH WAS LOOSE IN GROUND.
 LC1753'
 LC1753'THE DIRECTION TO ALL MARKS EXCEPT REFERENCE MARK NO. 2 CHECKED
 LC1753'AND WERE FOUND TO BE CORRECT.
 LC1753'
 LC1753'A SLIGHT DIFFERENCE IN THE DISTANCE TO ALL MARKS WAS FOUND.
 LC1753'
 LC1753'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LC1753'
 LC1753'A TOWER COULD NOT BE BUILT OVER THE STATION AT THIS TIME,
 LC1753'THEREFORE REFERENCE MARK NO. 3 WAS ESTABLISHED AND OCCUPIED
 LC1753'AND A TRAVERSE CONNECTION WAS MADE FROM BABB 1934 TO REFERENCE
 LC1753'MARK NO. 3.
 LC1753'
 LC1753'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE MARK DISK SET
 LC1753'IN TOP OF A 12 X 12 INCH CONCRETE POST SET FLUSH WITH THE
 LC1753'SURFACE OF THE GROUND AND THE DISK IS STAMPED BABB NO 3 1934.
 LC1753'IT IS 57.8 FEET NORTH OF WITNESS POST, 25 FEET NORTH OF THE
 LC1753'APPROXIMATE CENTER OF GRAVELED ROAD AND 7.8 FEET SOUTH OF
 LC1753'FENCE.
 LC1753'
 LC1753'A NEW TO REACH FOLLOWS.
 LC1753'
 LC1753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 LC1753'AND FLATVILLE ROAD IN THE SOUTHEAST CORNER OF THOMASBORO,
 LC1753'GO WEST FOR 0.25 MILE TO RAILROAD CROSSING, CONTINUE WEST
 LC1753'FOR 1.9 MILES TO THE AZIMUTH MARK ON RIGHT, CONTINUE WEST
 LC1753'ON GRAVELED ROAD FOR 0.55 MILE TO CROSSROADS AND THE STATION
 LC1753'ON THE LEFT JUST AFTER PASSING CROSSROADS.
 LC1753
 LC1753                          STATION RECOVERY (1960)
 LC1753
 LC1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 LC1753'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3, PTS 8 (USGS),
 LC1753'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1959
 LC1753'DESCRIPTION WHICH IS ADEQUATE FOR RECOVERY.  THE AZIMUTH
 LC1753'MARK AND REFERENCE MARK 2 ARE SLIGHTLY LOOSE IN THE GROUND.
 LC1753'THE DISTANCES AND DIRECTIONS TO ALL OF THE MARKS (TWO POSITIONS)
 LC1753'WAS VERIFIED WITH THE 1959 DESCRIPTION.
 LC1753
 LC1753                          STATION RECOVERY (1990)
 LC1753
 LC1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LC1753'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 LC1753'FOR.  STATION IS LOCATED ABOUT 4 KM (2.5 MI) WEST OF THOMASBORO, ON
 LC1753'THE ROAD RIGHT-OF-WAY EDGE, ALONG EDGE OF CULTIVATED FIELD, IN THE
 LC1753'NORTHEAST CORNER OF SECTION 36, T 21 N, R 8 E.  OWNERSHIP--STATE
 LC1753'DEPARTMENT OF TRANSPORTATION.
 LC1753'TO REACH FROM THE JUNCTION OF US HIGHWAY 45 AND COUNTY ROAD 11
 LC1753'(CENTRAL AVENUE), FLATVILLE ROAD, AT THE SOUTHEAST CORNER OF
 LC1753'THOMASBORO, GO WEST ON ROAD 11, ( ALSO CENTRAL AVE, AND FLATVILLE
 LC1753'RD.)FOR 1.20 KM (0.75 MI) TO THE BRIDGE OVER INTERSTATE HIGHWAY 57.
 LC1753'CONTINUE AHEAD FOR 2.96 KM (1.84 MI) TO A CROSSROAD (ROAD 1200 E).
 LC1753'CONTINUE AHEAD FOR 0.05 KM (0.03 MI) TO THE STATION ON THE LEFT.
 LC1753'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 0.5 M
 LC1753'(1.6 FT) BELOW GROUND.  IT IS 10.9 M (35.8 FT) SOUTH OF, AND LEVEL
 LC1753'WITH THE ROAD CENTER, 53.5 M (175.5 FT) WEST OF THE CENTER OF 1200 E,
 LC1753'53.7 M (176.2 FT) WEST-SOUTHWEST OF A SURVEY MARKER IN THE CENTER OF
 LC1753'THE ROAD JUNCTION, 26.9 M (88.3 FT) SOUTHEAST OF A COUNTY 11 SIGN
 LC1753'ACROSS THE ROAD, AND 0.6 M (2.0 FT) SOUTH OF A FIBERGLASS WITNESS
 LC1753'POST.
 LC1753'NOTE-TAKE BUCKET AND SHOVEL.  STATION IS 0.3 M (1.0 FT) BELOW THE
 LC1753'GROUND SURFACE AND WILL PROBABLY REQUIRE ADDITIONAL DIGGING OUT.
 LC1753
 LC1753                          STATION RECOVERY (1998)
 LC1753
 LC1753'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LC1753'RECOVERED IN GOOD CONDITION.
 LC1753
 LC1753                          STATION RECOVERY (2000)
 LC1753
 LC1753'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC1753'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC1753'RECOVERED  IN GOOD CONDITION.  THE STATION IS 1.6 FEET (0.5
 LC1753'METERS) DEEP AND 35.5 FEET (10.9 METERS) SOUTH OF THE CENTERLINE OF
 LC1753'2500N COUNTY ROAD IN THE EDGE OF A CULTIVATED FIELD (2 TO 3 ROWS
 LC1753'FROM THE EDGE).
 LC1753' 
 LC1753'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1751 ***********************************************************************
 LC1751  DESIGNATION -  BABB RM 3
 LC1751  PID         -  LC1751
 LC1751  STATE/COUNTY-  IL/CHAMPAIGN
 LC1751  USGS QUAD   -  THOMASBORO (1975)
 LC1751
 LC1751                         *CURRENT SURVEY CONTROL
 LC1751  ___________________________________________________________________
 LC1751* NAD 83(1997)-  40 14 19.10040(N)    088 13 56.44769(W)     ADJUSTED  
 LC1751* NAVD 88     -       226.0    (meters)     741.     (feet)  VERTCON   
 LC1751  ___________________________________________________________________
 LC1751  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LC1751  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LC1751
 LC1751  HORZ ORDER  -  SECOND
 LC1751
 LC1751.The horizontal coordinates were established by classical geodetic methods
 LC1751.and adjusted by the National Geodetic Survey in October 1999..
 LC1751
 LC1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1751
 LC1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1751
 LC1751.The geoid height was determined by GEOID03.
 LC1751
 LC1751;                    North         East     Units Scale Factor Converg.
 LC1751;SPC IL E     -   396,502.283   308,593.339   MT  0.99997591   +0 03 54.8
 LC1751;SPC IL E     - 1,300,857.91  1,012,443.31   sFT  0.99997591   +0 03 54.8
 LC1751;UTM  16      - 4,454,972.650   395,173.014   MT  0.99973527   -0 47 46.1
 LC1751
 LC1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1751!SPC IL E     -   0.99996960  x   0.99997591  =   0.99994551
 LC1751!UTM  16      -   0.99996960  x   0.99973527  =   0.99970488
 LC1751
 LC1751:                Primary Azimuth Mark                     Grid Az
 LC1751:SPC IL E     -  RNG RANTOUL RADIO RAN                    058 35 58.0
 LC1751:UTM  16      -  RNG RANTOUL RADIO RAN                    059 27 38.9
 LC1751
 LC1751|---------------------------------------------------------------------|
 LC1751| PID    Reference Object                     Distance      Geod. Az  |
 LC1751|                                                           dddmmss.s |
 LC1751| LC1731 RNG RANTOUL RADIO RAN               APPROX. 3.7 KM 0583952.8 |
 LC1751| CI6666 BABB AZ MK                                         0892255.0 |
 LC1751| LC1750 PTS 8 USGS 1934                      45.843 METERS 11304     |
 LC1751| CI6667 BABB RM 1                            69.863 METERS 14240     |
 LC1751| LC1753 BABB                                 18.945 METERS 18857     |
 LC1751| CI6668 BABB RM 2                            48.753 METERS 24948     |
 LC1751|---------------------------------------------------------------------|
 LC1751
 LC1751                          SUPERSEDED SURVEY CONTROL
 LC1751
 LC1751  NAD 83(1997)-  40 14 19.10064(N)    088 13 56.44750(W) AD(       ) 2
 LC1751  NAD 83(1986)-  40 14 19.10881(N)    088 13 56.44377(W) AD(       ) 2
 LC1751  NAD 27      -  40 14 18.98970(N)    088 13 56.26480(W) AD(       ) 2
 LC1751  NGVD 29 (07/19/86)  226.0    (m)          741.     (f) VERT ANG       
 LC1751
 LC1751.Superseded values are not recommended for survey control.
 LC1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1751.See file dsdata.txt to determine how the superseded data were derived.
 LC1751
 LC1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9517354973(NAD 83)
 LC1751_MARKER: DS = TRIANGULATION STATION DISK
 LC1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1751
 LC1751  HISTORY     - Date     Condition        Report By
 LC1751  HISTORY     - 1959     MONUMENTED       CGS
 LC1751
 LC1751                          STATION DESCRIPTION
 LC1751
 LC1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1751'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF CHAMPAIGN
 LC1751'AND 2-1/2 MILES WEST OF THOMASBORO.
 LC1751'
 LC1751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 LC1751'AND FLATVILLE ROAD IN THE SOUTHEAST EDGE OF THOMASBORO, GO
 LC1751'WEST ON SURFACED ROAD FOR 0.25 MILE TO RAILROAD CROSSING,
 LC1751'CONTINUE WEST FOR 1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT
 LC1751'AS DESCRIBED.  CONTINUE WEST FOR 0.5 MILE TO CROSSROADS AND
 LC1751'THE STATION ON RIGHT JUST AFTER PASSING CROSSROADS.
 LC1751'
 LC1751'THE STATION IS A STANDARD REFERENCE MARK SET IN TOP OF A
 LC1751'12 X 12 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED
 LC1751'BABB NO. 3 1934.  IT IS 25 FEET NORTH OF THE APPROXIMATE CENTER
 LC1751'OF ROAD, 58 FEET NORTH OF WITNESS POST AND 8 FEET SOUTH OF
 LC1751'FENCE.
 LC1751'
 LC1751'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 LC1751'TOP OF A 12 X 12 INCH CONCRETE POST SET FLUSH AND THE DISK
 LC1751'IS STAMPED BABB NO I 1934.  IT IS 27 FEET WEST OF THE APPROXIMATE
 LC1751'CENTER OF GRAVEL ROAD AND 9.6 FEET NORTH-NORTHWEST OF TELEPHONE
 LC1751'POLE.
 LC1751'
 LC1751'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 LC1751'TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT 12 INCHES
 LC1751'AND THE DISK IS STAMPED BABB NO II 1934.  IT IS 40 FEET WEST
 LC1751'OF TELEPHONE POLE, 28.6 FEET SOUTH OF THE APPROXIMATE CENTER
 LC1751'OF ROAD AND 4.6 FEET NORTH OF FENCE.
 LC1751'
 LC1751'BABB 1934 IS A STANDARD STATION MARK DISK SET IN TOP OF A
 LC1751'12 X 12 INCH CONCRETE POST WHICH IS SET ABOUT 15 INCHES BELOW
 LC1751'THE SURFACE OF GROUND AND THE DISK IS STAMPED BABB 1934.
 LC1751'IT IS 36 FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD, 4.3
 LC1751'FEET SOUTH OF WITNESS POST AND 2.6 FEET SOUTH OF FENCE.
 LC1751'
 LC1751'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A
 LC1751'12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES AND
 LC1751'THE DISK IS STAMPED BABB 1934.  IT IS 64 FEET WEST OF
 LC1751'TELEPHONE POLE, 31 FEET NORTH OF APPROXIMATE CENTER OF ROAD,
 LC1751'2.5 FEET SOUTH OF FENCE AND 2.0 FEET SOUTH OF WITNESS POST.
 LC1751'
 LC1751'PT NO. 8 IS A STANDARD USGS BENCH MARK SET IN TOP OF AN IRON
 LC1751'PIPE AND THE DISK IS STAMPED PRIM TRAV NO 8 1905.  IT IS 35
 LC1751'FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD, 28 FEET WEST
 LC1751'OF THE APPROXIMATE CENTER OF ROAD, 3 FEET SOUTH OF TELEPHONE POLE
 LC1751'AND 1.7 FEET SOUTH OF FENCE CORNER.
 LC1751'
 LC1751'ADDITIONAL OBJECTS VISIBLE FROM THE GROUND.
 LC1751'
 LC1751'HEIGHT OF LIGHT ABOVE STATION MARK 22.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9202 ***********************************************************************
 DG9202  DESIGNATION -  BABBS GROVE 1
 DG9202  PID         -  DG9202
 DG9202  STATE/COUNTY-  IL/STEPHENSON
 DG9202  USGS QUAD   -  FREEPORT WEST (1978)
 DG9202
 DG9202                         *CURRENT SURVEY CONTROL
 DG9202  ___________________________________________________________________
 DG9202* NAD 83(1997)-  42 16 38.99146(N)    089 44 45.21529(W)     ADJUSTED  
 DG9202* NAVD 88     -       279.8    (meters)     918.     (feet)  GPS OBS   
 DG9202  ___________________________________________________________________
 DG9202  X           -      20,961.971 (meters)                     COMP
 DG9202  Y           -  -4,726,454.704 (meters)                     COMP
 DG9202  Z           -   4,268,625.865 (meters)                     COMP
 DG9202  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DG9202  ELLIP HEIGHT-         246.57  (meters)          (03/01/05) GPS OBS
 DG9202  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DG9202
 DG9202  HORZ ORDER  -  FIRST
 DG9202  ELLP ORDER  -  FOURTH    CLASS I
 DG9202
 DG9202.The horizontal coordinates were established by GPS observations
 DG9202.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9202
 DG9202.The orthometric height was determined by GPS observations and a
 DG9202.high-resolution geoid model.
 DG9202
 DG9202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9202
 DG9202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9202
 DG9202.The ellipsoidal height was determined by GPS observations
 DG9202.and is referenced to NAD 83.
 DG9202
 DG9202.The geoid height was determined by GEOID03.
 DG9202
 DG9202;                    North         East     Units Scale Factor Converg.
 DG9202;SPC IL W     -   622,989.824   734,707.523   MT  0.99995599   +0 16 59.0
 DG9202;SPC IL W     - 2,043,925.78  2,410,452.93   sFT  0.99995599   +0 16 59.0
 DG9202;UTM  16      - 4,684,238.691   273,573.991   MT  1.00023086   -1 50 52.8
 DG9202
 DG9202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9202!SPC IL W     -   0.99996133  x   0.99995599  =   0.99991732
 DG9202!UTM  16      -   0.99996133  x   1.00023086  =   1.00019218
 DG9202
 DG9202                          SUPERSEDED SURVEY CONTROL
 DG9202
 DG9202.No superseded survey control is available for this station.
 DG9202
 DG9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7357484239(NAD 83)
 DG9202_MARKER: A = ALUMINUM MARKER
 DG9202_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9202_STAMPING: BABBS GROVE NO. 1
 DG9202_MARK LOGO: FGRAH 
 DG9202_PROJECTION: RECESSED 6 CENTIMETERS
 DG9202_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9202+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9202_ROD/PIPE-DEPTH: 3.66 meters
 DG9202
 DG9202  HISTORY     - Date     Condition        Report By
 DG9202  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9202
 DG9202                          STATION DESCRIPTION
 DG9202
 DG9202'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9202'STATION IS ABOUT 10.5KM (6.55 MILES) SOUTHWEST OF FREEPORT AND ABOUT
 DG9202'6.8KM (4.2 MILES) EAST OF  PEARL CITY (AIR LINE), IN SECTION 6, T 26
 DG9202'N, R 7 E ON PROPERTY OWNED BY JOHN URISH. THIS  STATION IS 8M (26.2
 DG9202'FT) SOUTH OF THE EDGE OF PAVEMENT OF BABBS GROVE ROAD, 10.7M (35.3 FT)
 DG9202'NORTH OF THE EDGE OF PAVEMENT OF PEARL CITY ROAD, 0.4M (1.4 FT) NORTH
 DG9202'OF AN ORANGE  WITNESS SIGN AND 21.6M (70.9 FT) SOUTH OF A FENCE
 DG9202'CORNER. MARK IS FLUSH WITH GROUND  LEVEL.
 DG9202' 
 DG9202'TO REACH THE STATION FROM THE INTERSECTION OF PEARL CITY ROAD AND
 DG9202'STATE HIGHWAY 73 IN  PEARL CITY, GO EASTERLY ON PEARL CITY ROAD FOR
 DG9202'7.5 KM (4.7 MILES) TO STATION ON THE LEFT  (NORTH) IN TRIANGULAR
 DG9202'PARCEL BETWEEN THREE ROADS.
 DG9202' 
 DG9202'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9202'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9202'6.1 CM BELOW THE ALUMINUM COVER  AND ENCASED IN A 6-INCH DIA. PVC PIPE
 DG9202'ENCASED IN CONCRETE. THE ACCESS COVER AND CONCRETE  ARE SET FLUSH WITH
 DG9202'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9212 ***********************************************************************
 DG9212  DESIGNATION -  BABBS GROVE 2
 DG9212  PID         -  DG9212
 DG9212  STATE/COUNTY-  IL/STEPHENSON
 DG9212  USGS QUAD   -  FREEPORT WEST (1978)
 DG9212
 DG9212                         *CURRENT SURVEY CONTROL
 DG9212  ___________________________________________________________________
 DG9212* NAD 83(1997)-  42 16 40.50800(N)    089 44 20.65897(W)     ADJUSTED  
 DG9212* NAVD 88     -       279.2    (meters)     916.     (feet)  GPS OBS   
 DG9212  ___________________________________________________________________
 DG9212  X           -      21,524.521 (meters)                     COMP
 DG9212  Y           -  -4,726,420.244 (meters)                     COMP
 DG9212  Z           -   4,268,660.078 (meters)                     COMP
 DG9212  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DG9212  ELLIP HEIGHT-         245.96  (meters)          (03/01/05) GPS OBS
 DG9212  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DG9212
 DG9212  HORZ ORDER  -  SECOND
 DG9212  ELLP ORDER  -  FOURTH    CLASS I
 DG9212
 DG9212.The horizontal coordinates were established by GPS observations
 DG9212.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9212
 DG9212.The orthometric height was determined by GPS observations and a
 DG9212.high-resolution geoid model.
 DG9212
 DG9212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9212
 DG9212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9212
 DG9212.The ellipsoidal height was determined by GPS observations
 DG9212.and is referenced to NAD 83.
 DG9212
 DG9212.The geoid height was determined by GEOID03.
 DG9212
 DG9212;                    North         East     Units Scale Factor Converg.
 DG9212;SPC IL W     -   623,039.417   735,269.936   MT  0.99995648   +0 17 15.6
 DG9212;SPC IL W     - 2,044,088.49  2,412,298.12   sFT  0.99995648   +0 17 15.6
 DG9212;UTM  16      - 4,684,267.343   274,138.013   MT  1.00022772   -1 50 36.3
 DG9212
 DG9212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9212!SPC IL W     -   0.99996143  x   0.99995648  =   0.99991791
 DG9212!UTM  16      -   0.99996143  x   1.00022772  =   1.00018914
 DG9212
 DG9212                          SUPERSEDED SURVEY CONTROL
 DG9212
 DG9212.No superseded survey control is available for this station.
 DG9212
 DG9212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7413884267(NAD 83)
 DG9212_MARKER: A = ALUMINUM MARKER
 DG9212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9212_STAMPING: BABBS GROVE NO. 2
 DG9212_MARK LOGO: FGRAH 
 DG9212_PROJECTION: RECESSED 4 CENTIMETERS
 DG9212_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9212+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9212_ROD/PIPE-DEPTH: 3.66 meters
 DG9212
 DG9212  HISTORY     - Date     Condition        Report By
 DG9212  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9212
 DG9212                          STATION DESCRIPTION
 DG9212
 DG9212'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9212'STATION IS ABOUT 7.2KM (4.5 MILES) EAST OF PEARL CITY AND ABOUT 10.0
 DG9212'KM (6.55 MILES)  SOUTHWEST OF FREEPORT (AIR LINE), IN SECTION 6, T 26
 DG9212'N, R7 E, ON PROPERTY OWNED BY  MARLO GROEZING. THIS STATION IS 7.1M
 DG9212'(23.3 FT) NORTH OF THE EDGE OF PAVEMENT OF  PEARL CITY ROAD, 0.4M (1.4
 DG9212'FT) SOUTH OF AN ORANGE CARSONITE WITNESS SIGN AND 18.3M (60.1  FT)
 DG9212'EAST OF A POWER POLE . MARK IS FLUSH WITH GROUND LEVEL.
 DG9212' 
 DG9212'TO REACH THE STATION FROM THE INTERSECTION OF PEARL CITY ROAD AND
 DG9212'STATE HIGHWAY 73 IN  PEARL CITY, GO EASTERLY ON PEARL CITY ROAD FOR
 DG9212'8.1 KM (5.0 MILES) TO STATION ON THE LEFT  (NORTH).
 DG9212' 
 DG9212'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9212'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9212'4.3 CM BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA.
 DG9212'PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET
 DG9212'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1483 ***********************************************************************
 JB1483  DESIGNATION -  BADEN
 JB1483  PID         -  JB1483
 JB1483  STATE/COUNTY-  IL/ST CLAIR
 JB1483  USGS QUAD   -  TRENTON (1981)
 JB1483
 JB1483                         *CURRENT SURVEY CONTROL
 JB1483  ___________________________________________________________________
 JB1483* NAD 83(1997)-  38 32 06.74539(N)    089 43 13.84107(W)     ADJUSTED  
 JB1483* NAVD 88     -       141.806  (meters)     465.24   (feet)  ADJUSTED  
 JB1483  ___________________________________________________________________
 JB1483  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 JB1483  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JB1483  DYNAMIC HT  -         141.717 (meters)     464.95  (feet)  COMP
 JB1483  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 JB1483
 JB1483  HORZ ORDER  -  SECOND
 JB1483  VERT ORDER  -  SECOND    CLASS 0
 JB1483
 JB1483.The horizontal coordinates were established by classical geodetic methods
 JB1483.and adjusted by the National Geodetic Survey in October 1999..
 JB1483
 JB1483.The orthometric height was determined by differential leveling
 JB1483.and adjusted by the National Geodetic Survey in June 1991..
 JB1483
 JB1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1483
 JB1483.The geoid height was determined by GEOID03.
 JB1483
 JB1483.The dynamic height is computed by dividing the NAVD 88
 JB1483.geopotential number by the normal gravity value computed on the
 JB1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1483.degrees latitude (g = 980.6199 gals.).
 JB1483
 JB1483.The modeled gravity was interpolated from observed gravity values.
 JB1483
 JB1483;                    North         East     Units Scale Factor Converg.
 JB1483;SPC IL W     -   207,469.516   738,898.206   MT  0.99995980   +0 16 40.6
 JB1483;SPC IL W     -   680,672.90  2,424,201.86   sFT  0.99995980   +0 16 40.6
 JB1483;UTM  16      - 4,268,708.778   262,872.572   MT  1.00029251   -1 41 44.4
 JB1483
 JB1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1483!SPC IL W     -   0.99998254  x   0.99995980  =   0.99994234
 JB1483!UTM  16      -   0.99998254  x   1.00029251  =   1.00027504
 JB1483
 JB1483|---------------------------------------------------------------------|
 JB1483| PID    Reference Object                     Distance      Geod. Az  |
 JB1483|                                                           dddmmss.s |
 JB1483| JB1484 BADEN RM 1                           11.223 METERS 08334     |
 JB1483| JB1955 NEW BADEN ST GEORGES CATH CH        APPROX. 2.1 KM 0840203.2 |
 JB1483| JB1956 NEW BADEN MUNICIPAL TANK            APPROX. 1.8 KM 0882213.2 |
 JB1483| CI2912 BADEN AZ MK 2                                      0892308.6 |
 JB1483| CI2911 BADEN AZ MK                                        2730051.2 |
 JB1483| JB1482 BADEN RM 2                           12.067 METERS 27914     |
 JB1483|---------------------------------------------------------------------|
 JB1483
 JB1483                          SUPERSEDED SURVEY CONTROL
 JB1483
 JB1483  NAD 83(1986)-  38 32 06.76153(N)    089 43 13.83694(W) AD(       ) 2
 JB1483  NAD 27      -  38 32 06.58553(N)    089 43 13.49104(W) AD(       ) 2
 JB1483  NGVD 29 (??/??/92)  141.922  (m)          465.62   (f) ADJ UNCH    2 0
 JB1483
 JB1483.Superseded values are not recommended for survey control.
 JB1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1483.See file dsdata.txt to determine how the superseded data were derived.
 JB1483
 JB1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6287368709(NAD 83)
 JB1483_MARKER: DE = TRAVERSE STATION DISK
 JB1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1483_STAMPING: BADEN 1961
 JB1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1483+STABILITY: SURFACE MOTION
 JB1483
 JB1483  HISTORY     - Date     Condition        Report By
 JB1483  HISTORY     - 1961     MONUMENTED       CGS
 JB1483  HISTORY     - 1961     GOOD             CGS
 JB1483  HISTORY     - 1971     GOOD             NGS
 JB1483  HISTORY     - 1971     GOOD             NGS
 JB1483  HISTORY     - 1972     GOOD             NGS
 JB1483
 JB1483                          STATION DESCRIPTION
 JB1483
 JB1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1483'STATION IS LOCATED ABOUT 1.25 MILES WEST OF NEW BADEN, ABOUT 0.75
 JB1483'MILE WEST OF THE
 JB1483'ST CLAIR-CLINTON COUNTY LINE AND ON THE SOUTH SIDE
 JB1483'OF STATE ROUTE 161.
 JB1483'
 JB1483'TO REACH FROM THE NEW BADEN POST OFFICE, GO WEST ON STATE ROUTE 161
 JB1483'FOR 1.25 MILES TO
 JB1483'STATION ON SOUTH SIDE OF ROAD ON HIGHEST PART OF
 JB1483'ROAD EMBANKMENT.
 JB1483'
 JB1483'STATION IS A STANDARD TRAVERSE DISK STAMPED BADEN 1961, IS SET IN THE
 JB1483'TOP OF A 12 INCH
 JB1483'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 JB1483'SURFACE OF THE GROUND.  THE MARK IS
 JB1483'40 FEET SOUTH OF THE CENTER OF
 JB1483'STATE ROUTE 161, 5.5 FEET WEST-NORTHWEST OF A TRIANGLE
 JB1483'BLAZED POWER
 JB1483'POLE AND 2.9 FEET EAST OF THE WITNESS POST.
 JB1483'
 JB1483'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED BADEN NO 1
 JB1483'1961, IS SET IN
 JB1483'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 JB1483'SET FLUSH WITH THE SURFACE OF THE
 JB1483'GROUND.  THE MARK IS 39.7 FEET
 JB1483'EAST-NORTH EAST OF THE WITNESS POST, 35 FEET SOUTH
 JB1483'OF THE CENTER OF
 JB1483'STATE ROUTE 161 AND 32 FEET EAST-NORTHEAST OF A TRIANGLE BLAZED POWER
 JB1483'POLE.
 JB1483'
 JB1483'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED BADEN NO 2
 JB1483'1961, IS SET IN
 JB1483'THE TOP OF A 12 INCH SQUARE CONCRET POST WHICH IS SET
 JB1483'FLUSH WITH THE SURFACE OF THE
 JB1483'GROUND.  THE MARK IS 45 FEET WEST-NORTH
 JB1483'WEST OF A TRIANGLE BLAZED POWER POLE, 36.8 FEET
 JB1483'WEST-NORTHWEST OF THE
 JB1483'WITNESS POST AND 34 FEET SOUTH OF THE CENTER OF STATE ROUTE 161.
 JB1483'
 JB1483'NOTE- NO AZIMUTH MARK SET AT THIS STATION BECAUSE OF (VG) OBJECTS.
 JB1483'
 JB1483'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JB1483
 JB1483                          STATION RECOVERY (1961)
 JB1483
 JB1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1483'1.2 MI W FROM NEW BADEN.
 JB1483'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 161 FROM THE POST
 JB1483'OFFICE IN NEW BADEN, ABOUT 0.10 MILE WEST OF THE JUNCTION OF A
 JB1483'DIRT ROAD NORTH, ABOUT 0.2 MILE EAST OF A FARM HOUSE SOUTH OF THE
 JB1483'HIGHWAY, ON TOP OF A CUT SOUTH OF THE HIGHWAY, 40 FEET SOUTH OF
 JB1483'THE CENTER LINE OF STATE HIGHWAY 161, 116 FEET EAST-SOUTHEAST
 JB1483'OF THE EAST END OF A CORRUGATED PIPE CULVERT AT A FIELD ENTRANCE
 JB1483'SOUTH OF THE HIGHWAY, 5.5 FEET WEST-NORTHWEST OF THE SECOND POWER
 JB1483'POLE EAST OF A POWER POLE WITH A TRANSFORMER, 2.9 FEET
 JB1483'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE
 JB1483'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JB1483'FLUSH WITH THE GROUND.
 JB1483
 JB1483                          STATION RECOVERY (1971)
 JB1483
 JB1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1483'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION AND AS DESCRIBED.  AN
 JB1483'AZIMUTH MARK WAS
 JB1483'SET.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 JB1483'MARKS CHECKED AS DID THE DIRECTION
 JB1483'TO THE WATER TANK.  THE
 JB1483'DESCRIPTION IS GOOD WITH THE ADDITION OF THE AZIMUTH MARK.
 JB1483'
 JB1483'THE AZIMUTH MARK IS 0.3 MILE WEST ALONG STATE HIGHWAY 161 FROM THE
 JB1483'STATION, A
 JB1483'STANDARD DISK STAMPED BADEN 1961 1971 SET IN A DRILL HOLE
 JB1483'IN THE TOP AND WEST END OF A
 JB1483'4 FOOT SQUARE CONCRETE CULVERT, 4 INCHES
 JB1483'EAST OF THE WEST END OF THE CULVERT, ABOUT
 JB1483'LEVEL WITH THE ROAD AND 20
 JB1483'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 JB1483'
 JB1483'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
 JB1483
 JB1483                          STATION RECOVERY (1971)
 JB1483
 JB1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB1483'RECOVERED IN GOOD CONDITION.
 JB1483
 JB1483                          STATION RECOVERY (1972)
 JB1483
 JB1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JB1483'THE STATION MARK, REFERENCE MARKS AND THE 1971 AZIMUTH MARK WERE
 JB1483'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF
 JB1483'INTERSTATE CONSTRUCTION AND WAS DESTROYED AFTER A NEW AZIMUTH MARK
 JB1483'WAS SET.  SINCE THE STATION WAS OCCUPIED IN 1971 AND DUE TO RAIN
 JB1483'AND POOR VISIBILITY THE REFERENCE MARKS AND ADDITIONAL AZIMUTH
 JB1483'OBJECTS WERE NOT CUT IN.  THE 1971 RECOVERY NOTE IS GOOD WITH THE
 JB1483'BELOW INFORMATION ON THE NEW AZIMUTH MARK.
 JB1483'
 JB1483'THE AZIMUTH MARK IS 0.4 MILE EAST ALONG THE HIGHWAY FORM THE STATION,
 JB1483'25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, A STANDARD DISK
 JB1483'STAMPED BADEN 1961 1972 SET IN A DRILL HOLE IN THE TOP AND EAST
 JB1483'END OF A CONCRETE HEADWALL ABOUT 4 FEET LOWER IN ELEVATION THAN
 JB1483'THE HIGHWAY.
 JB1483'
 JB1483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES WEST
 JB1483'OF NEW BADEN.
 JB1483'
 JB1483'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1484 ***********************************************************************
 JB1484  DESIGNATION -  BADEN RM 1
 JB1484  PID         -  JB1484
 JB1484  STATE/COUNTY-  IL/ST CLAIR
 JB1484  USGS QUAD   -  TRENTON (1981)
 JB1484
 JB1484                         *CURRENT SURVEY CONTROL
 JB1484  ___________________________________________________________________
 JB1484* NAD 83(1986)-  38 32 06.     (N)    089 43 13.     (W)     SCALED    
 JB1484* NAVD 88     -       141.477  (meters)     464.16   (feet)  ADJUSTED  
 JB1484  ___________________________________________________________________
 JB1484  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JB1484  DYNAMIC HT  -         141.388 (meters)     463.87  (feet)  COMP
 JB1484  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 JB1484
 JB1484  VERT ORDER  -  SECOND    CLASS 0
 JB1484
 JB1484.The horizontal coordinates were scaled from a topographic map and have
 JB1484.an estimated accuracy of +/- 6 seconds.
 JB1484
 JB1484.The orthometric height was determined by differential leveling
 JB1484.and adjusted by the National Geodetic Survey in June 1991..
 JB1484
 JB1484.The geoid height was determined by GEOID03.
 JB1484
 JB1484.The dynamic height is computed by dividing the NAVD 88
 JB1484.geopotential number by the normal gravity value computed on the
 JB1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1484.degrees latitude (g = 980.6199 gals.).
 JB1484
 JB1484.The modeled gravity was interpolated from observed gravity values.
 JB1484
 JB1484;                    North         East    Units  Estimated Accuracy
 JB1484;SPC IL W     -   207,450.      738,920.      MT  (+/- 180 meters Scaled)
 JB1484
 JB1484                          SUPERSEDED SURVEY CONTROL
 JB1484
 JB1484  NGVD 29 (??/??/92)  141.592  (m)          464.54   (f) ADJ UNCH    2 0
 JB1484
 JB1484.Superseded values are not recommended for survey control.
 JB1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1484.See file dsdata.txt to determine how the superseded data were derived.
 JB1484
 JB1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH628686(NAD 83)
 JB1484_MARKER: DR = REFERENCE MARK DISK
 JB1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1484_STAMPING: BADEN NO 1 1961
 JB1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1484+STABILITY: SURFACE MOTION
 JB1484
 JB1484  HISTORY     - Date     Condition        Report By
 JB1484  HISTORY     - 1961     MONUMENTED       CGS
 JB1484  HISTORY     - 1971     GOOD             NGS
 JB1484
 JB1484                          STATION DESCRIPTION
 JB1484
 JB1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1484'1.2 MI W FROM NEW BADEN.
 JB1484'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 161 FROM THE POST OFFICE
 JB1484'IN NEW BADEN, ABOUT 0.10 MILE WEST OF THE JUNCTION OF A DIRT ROAD
 JB1484'NORTH, ABOUT 0.2 MILE EAST OF A FARM HOUSE SOUTH OF THE HIGHWAY,
 JB1484'ON TOP OF A CUT SOUTH OF THE HIGHWAY, 35.5 FEET SOUTH OF THE
 JB1484'CENTER LINE OF THE ROAD, 153 FEET EAST OF THE EAST END OF A
 JB1484'CORRUGATED PIPE CULVERT UNDER A FIELD ENTRANCE SOUTH OF THE
 JB1484'HIGHWAY, 32 FEET EAST-NORTHEAST OF THE SECOND POWER POLE EAST OF
 JB1484'A POWER POLE WITH A TRANSFORMER, 36.7 FEET EAST-NORTHEAST OF
 JB1484'TRAVERSE STATION BADEN, 39.7 FEET EAST-NORTHEAST OF A METAL WITNESS
 JB1484'POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JB1484'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JB1484
 JB1484                          STATION RECOVERY (1971)
 JB1484
 JB1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1482 ***********************************************************************
 JB1482  DESIGNATION -  BADEN RM 2
 JB1482  PID         -  JB1482
 JB1482  STATE/COUNTY-  IL/ST CLAIR
 JB1482  USGS QUAD   -  TRENTON (1981)
 JB1482
 JB1482                         *CURRENT SURVEY CONTROL
 JB1482  ___________________________________________________________________
 JB1482* NAD 83(1986)-  38 32 06.     (N)    089 43 13.     (W)     SCALED    
 JB1482* NAVD 88     -       141.621  (meters)     464.63   (feet)  ADJUSTED  
 JB1482  ___________________________________________________________________
 JB1482  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JB1482  DYNAMIC HT  -         141.532 (meters)     464.34  (feet)  COMP
 JB1482  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 JB1482
 JB1482  VERT ORDER  -  SECOND    CLASS 0
 JB1482
 JB1482.The horizontal coordinates were scaled from a topographic map and have
 JB1482.an estimated accuracy of +/- 6 seconds.
 JB1482
 JB1482.The orthometric height was determined by differential leveling
 JB1482.and adjusted by the National Geodetic Survey in June 1991..
 JB1482
 JB1482.The geoid height was determined by GEOID03.
 JB1482
 JB1482.The dynamic height is computed by dividing the NAVD 88
 JB1482.geopotential number by the normal gravity value computed on the
 JB1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1482.degrees latitude (g = 980.6199 gals.).
 JB1482
 JB1482.The modeled gravity was interpolated from observed gravity values.
 JB1482
 JB1482;                    North         East    Units  Estimated Accuracy
 JB1482;SPC IL W     -   207,450.      738,920.      MT  (+/- 180 meters Scaled)
 JB1482
 JB1482                          SUPERSEDED SURVEY CONTROL
 JB1482
 JB1482  NGVD 29 (??/??/92)  141.736  (m)          465.01   (f) ADJ UNCH    2 0
 JB1482
 JB1482.Superseded values are not recommended for survey control.
 JB1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1482.See file dsdata.txt to determine how the superseded data were derived.
 JB1482
 JB1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH628686(NAD 83)
 JB1482_MARKER: DR = REFERENCE MARK DISK
 JB1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1482_STAMPING: BADEN NO 2 1961
 JB1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1482+STABILITY: SURFACE MOTION
 JB1482
 JB1482  HISTORY     - Date     Condition        Report By
 JB1482  HISTORY     - 1961     MONUMENTED       CGS
 JB1482  HISTORY     - 1971     GOOD             NGS
 JB1482
 JB1482                          STATION DESCRIPTION
 JB1482
 JB1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1482'1.2 MI W FROM NEW BADEN.
 JB1482'ABOUT 1.25 MILES WEST ALONG STATE HIGHWAY 161 FROM THE POST
 JB1482'OFFICE IN NEW BADEN, ABOUT 0.10 MILE WEST OF THE JUNCTION OF A
 JB1482'DIRT ROAD NORTH, ABOUT 0.2 MILE EAST OF A FARM HOUSE SOUTH OF THE
 JB1482'HIGHWAY, ON TOP OF A CUT SOUTH OF THE HIGHWAY, 34.5 FEET SOUTH
 JB1482'OF THE CENTER LINE OF THE HIGHWAY, 76 FEET EAST OF THE EAST END
 JB1482'OF A CORRUGATED PIPE CULVERT UNDER A FIELD ENTRANCE SOUTH OF THE
 JB1482'HIGHWAY, 45 FEET WEST-NORTHWEST OF THE SECOND POWER POLE EAST OF A
 JB1482'POWER POLE WITH A TRANSFORMER, 39.6 FEET WEST-NORTHWEST OF
 JB1482'TRAVERSE STATION BADEN, 36.8 FEET WEST-NORTHWEST OF A METAL
 JB1482'WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 JB1482'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB1482
 JB1482                          STATION RECOVERY (1971)
 JB1482
 JB1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1956 ***********************************************************************
 LC1956  DESIGNATION -  BAER
 LC1956  PID         -  LC1956
 LC1956  STATE/COUNTY-  IL/PEORIA
 LC1956  USGS QUAD   -  ROME (1982)
 LC1956
 LC1956                         *CURRENT SURVEY CONTROL
 LC1956  ___________________________________________________________________
 LC1956* NAD 83(1997)-  40 54 56.45874(N)    089 37 22.40729(W)     ADJUSTED  
 LC1956* NAVD 88     -       242.1    (meters)     794.     (feet)  VERTCON   
 LC1956  ___________________________________________________________________
 LC1956  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LC1956  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LC1956
 LC1956  HORZ ORDER  -  FIRST
 LC1956
 LC1956.The horizontal coordinates were established by classical geodetic methods
 LC1956.and adjusted by the National Geodetic Survey in October 1999..
 LC1956
 LC1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1956
 LC1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1956
 LC1956.The geoid height was determined by GEOID03.
 LC1956
 LC1956;                    North         East     Units Scale Factor Converg.
 LC1956;SPC IL W     -   471,804.778   745,806.331   MT  0.99996699   +0 21 22.1
 LC1956;SPC IL W     - 1,547,912.84  2,446,866.27   sFT  0.99996699   +0 21 22.1
 LC1956;UTM  16      - 4,532,709.646   279,118.879   MT  1.00020053   -1 43 06.8
 LC1956
 LC1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1956!SPC IL W     -   0.99996719  x   0.99996699  =   0.99993418
 LC1956!UTM  16      -   0.99996719  x   1.00020053  =   1.00016771
 LC1956
 LC1956|---------------------------------------------------------------------|
 LC1956| PID    Reference Object                     Distance      Geod. Az  |
 LC1956|                                                           dddmmss.s |
 LC1956| CI6670 BAER RM 1                            25.603 METERS 13602     |
 LC1956| CI6671 BAER RM 2                            26.610 METERS 22825     |
 LC1956| CI6669 BAER AZ MK                                         2755922.9 |
 LC1956| LC2041 PRINCEVILLE MUNICIPAL TANK          APPROX.11.3 KM 2785304.6 |
 LC1956| LC1964 ST LOUIS CHICAGO AWY BCN 15         APPROX. 3.3 KM 3501240.2 |
 LC1956|---------------------------------------------------------------------|
 LC1956
 LC1956                          SUPERSEDED SURVEY CONTROL
 LC1956
 LC1956  NAD 83(1986)-  40 54 56.46874(N)    089 37 22.41301(W) AD(       ) 1
 LC1956  NAD 27      -  40 54 56.33500(N)    089 37 22.06100(W) AD(       ) 1
 LC1956  NGVD 29 (07/19/86)  242.2    (m)          795.     (f) VERT ANG       
 LC1956
 LC1956.Superseded values are not recommended for survey control.
 LC1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1956.See file dsdata.txt to determine how the superseded data were derived.
 LC1956
 LC1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7911932710(NAD 83)
 LC1956_MARKER: DS = TRIANGULATION STATION DISK
 LC1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1956
 LC1956  HISTORY     - Date     Condition        Report By
 LC1956  HISTORY     - 1939     MONUMENTED       CGS
 LC1956  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 LC1956
 LC1956                          STATION DESCRIPTION
 LC1956
 LC1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1956'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTH OF EDELSTEIN.
 LC1956'IN THE SE 1/4 SE 1/4 OF SEC. 19, T. 11 N., R. 8 E.  0.35
 LC1956'MILE EAST OF ILLINOIS STATE ROUTE NO. 88.  32 FEET NORTH
 LC1956'OF THE CENTER LINE OF THE EAST-AND-WEST GRAVEL ROAD.  17
 LC1956'FEET WEST OF THE CENTER LINE OF THE LANE LEADING TO THE
 LC1956'FARMHOUSE AND 7 FEET WEST OF THE FENCE CORNER AT THE SOUTHEAST
 LC1956'CORNER OF A FIELD WEST OF THE LANE.  THE MARK, AND
 LC1956'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED BAER
 LC1956'1939.
 LC1956'
 LC1956'TO REACH THE STATION FROM THE INTERSECTION OF ILLINOIS STATE
 LC1956'ROUTES NO. 88 AND NO. 90, WHICH IS 0.75 MILE SOUTH OF EDELSTEIN,
 LC1956'GO SOUTH ON ROUTE NO. 88 FOR 1.0 MILE TO A GRAVEL CROSS ROAD,
 LC1956'TURN LEFT, EAST, ON THE GRAVEL ROAD AND GO 0.35 MILE TO A
 LC1956'LANE LEADING INTO A FARM AND THE STATION.
 LC1956'
 LC1956'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1956'BRONZE DISKS SET IN CONCRETE.
 LC1956'
 LC1956'THE AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WEST OF THE STATION
 LC1956'IN THE WEST RIGHT-OF-WAY FENCE LINE OF ROUTE NO. 88.  188 FEET
 LC1956'NORTH OF THE NORTH END OF A CULVERT.  39 FEET WEST OF THE
 LC1956'CENTER LINE OF ROUTE NO. 88 AND 3.5 FEET SOUTH OF A TELEPHONE
 LC1956'POLE.  THE MARK, PROJECTS 8 INCHES ABOVE THE GROUND
 LC1956'AND IS STAMPED BAER 1939.
 LC1956'
 LC1956'REFERENCE MARK NO. 1 IS 25.594 METERS AND 83.97 FEET SOUTHEAST
 LC1956'OF THE STATION IN THE SOUTH RIGHT-OF-WAY FENCE LINE.  THE
 LC1956'MARK, PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 LC1956'STAMPED BAER NO 1 1939.
 LC1956'
 LC1956'REFERENCE MARK NO. 2 IS 26.618 METERS AND 87.33 FEET SOUTHWEST
 LC1956'OF THE STATION IN THE SOUTH RIGHT-OF-WAY FENCE LINE.  THE
 LC1956'MARK, PROJECTS 6 INCHES AND IS STAMPED BAER NO 2 1939.
 LC1956'
 LC1956'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS
 LC1956'WHICH PROJECT APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 LC1956'
 LC1956'77-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT BENNINGTON
 LC1956'
 LC1956'37-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT DURST AND BONTZ
 LC1956'
 LC1956'90-FOOT TOWER AT MOORE AND A 64-FOOT TOWER AT PULLEN ARE
 LC1956'VISIBLE FROM THE GROUND AT THIS STATION.
 LC1956'
 LC1956'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 LC1956
 LC1956                          STATION RECOVERY (1999)
 LC1956
 LC1956'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1957 ***********************************************************************
 LC1957  DESIGNATION -  BAER 1939 RM 3 1969
 LC1957  PID         -  LC1957
 LC1957  STATE/COUNTY-  IL/PEORIA
 LC1957  USGS QUAD   -  ROME (1982)
 LC1957
 LC1957                         *CURRENT SURVEY CONTROL
 LC1957  ___________________________________________________________________
 LC1957* NAD 83(1997)-  40 54 56.52439(N)    089 37 21.74623(W)     ADJUSTED  
 LC1957* NAVD 88     -       242.4    (meters)     795.     (feet)  VERTCON   
 LC1957  ___________________________________________________________________
 LC1957  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LC1957  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LC1957
 LC1957  HORZ ORDER  -  FIRST
 LC1957
 LC1957.The horizontal coordinates were established by classical geodetic methods
 LC1957.and adjusted by the National Geodetic Survey in October 1999..
 LC1957
 LC1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1957
 LC1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1957
 LC1957.The geoid height was determined by GEOID03.
 LC1957
 LC1957;                    North         East     Units Scale Factor Converg.
 LC1957;SPC IL W     -   471,806.899   745,821.787   MT  0.99996701   +0 21 22.6
 LC1957;SPC IL W     - 1,547,919.80  2,446,916.98   sFT  0.99996701   +0 21 22.6
 LC1957;UTM  16      - 4,532,711.207   279,134.406   MT  1.00020044   -1 43 06.3
 LC1957
 LC1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1957!SPC IL W     -   0.99996714  x   0.99996701  =   0.99993415
 LC1957!UTM  16      -   0.99996714  x   1.00020044  =   1.00016758
 LC1957
 LC1957|---------------------------------------------------------------------|
 LC1957| PID    Reference Object                     Distance      Geod. Az  |
 LC1957|                                                           dddmmss.s |
 LC1957| CI6670 BAER RM 1                            20.587 METERS 17333     |
 LC1957| CI6671 BAER RM 2                            40.511 METERS 24053     |
 LC1957| LC1956 BAER                                 15.601 METERS 26232     |
 LC1957| CI6669 BAER AZ MK                                         2753811.0 |
 LC1957| LC2041 PRINCEVILLE MUNICIPAL TANK          APPROX.11.3 KM 2785145.2 |
 LC1957|---------------------------------------------------------------------|
 LC1957
 LC1957                          SUPERSEDED SURVEY CONTROL
 LC1957
 LC1957  NAD 83(1986)-  40 54 56.53437(N)    089 37 21.75201(W) AD(       ) 1
 LC1957  NAD 27      -  40 54 56.40070(N)    089 37 21.40007(W) AD(       ) 1
 LC1957  NGVD 29 (07/19/86)  242.5    (m)          796.     (f) VERT ANG       
 LC1957
 LC1957.Superseded values are not recommended for survey control.
 LC1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1957.See file dsdata.txt to determine how the superseded data were derived.
 LC1957
 LC1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7913432711(NAD 83)
 LC1957_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LC1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1957+STABILITY: SURFACE MOTION
 LC1957
 LC1957  HISTORY     - Date     Condition        Report By
 LC1957  HISTORY     - 1969     MONUMENTED       CGS
 LC1957  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 LC1957
 LC1957                          STATION DESCRIPTION
 LC1957
 LC1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1957'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST AND 1 MILE SOUTH
 LC1957'OF PRINCEVILLE, 2 MILES SOUTH OF EDELSTEIN, IN THE SE 1/4 OF
 LC1957'SECTION 19 T11N R8E AND ON PROPERTY OWNED BY MR. OTTO BAER.
 LC1957'
 LC1957'TO REACH FROM THE INTERSECTION OF STATE ROUTES 88 AND 90 WHICH
 LC1957'IS ABOUT 0.75 MILE SOUTH OF EDELSTEIN, GO SOUTH ON STATE ROUTE
 LC1957'88 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LC1957'SOUTH FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 LC1957'A PAVED ROAD, THEN GRAVEL FOR 0.35 MILE TO A DRIVEWAY ON THE
 LC1957'RIGHT AND THE STATION IN THE NORTHEAST ANGLE.
 LC1957'
 LC1957'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 LC1957'BAER NO 3 1939 1969 SET IN THE TOP OF A CONCRETE CYLINDER WHICH
 LC1957'IS SET 6 INCHES BELOW THE GROUND SURFACE.  AN UNDERGROUND
 LC1957'REFERENCE MARK DISK WAS SET.  IT IS 92 FEET SOUTHWEST OF THE
 LC1957'SOUTHWEST CORNER OF A BRICK HOUSE, 42 FEET NORTH OF THE CENTER OF
 LC1957'THE GRAVEL ROAD, 35 FEET EAST OF THE CENTER OF THE DRIVEWAY AND
 LC1957'16 FEET NORTH OF A TELEPHONE POLE.
 LC1957'
 LC1957'THE 1939 STATION MARK IS A STANDARD DISK STAMPED, BAER 1939 1969
 LC1957'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS 8 INCHES BELOW
 LC1957'THE GROUND SURFACE.  IT IS 34 FEET NORTH OF THE CENTER OF THE
 LC1957'GRAVEL ROAD, 15 FEET WEST OF THE CENTER OF THE DRIVEWAY, 12
 LC1957'FEET EAST OF A TREE, 6 FEET EAST OF A METAL WITNESS POST WITH
 LC1957'SIGN ATTACHED AND 2 FEET EAST OF A FENCE CORNER POST.
 LC1957'
 LC1957'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, BAER NO 1 1939 SET
 LC1957'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LC1957'6 INCHES.  IT IS 87 FEET SOUTHEAST OF THE METAL WITNESS POST, 44
 LC1957'FEET EAST OF A POWERLINE POLE AND 26 FEET SOUTH OF THE CENTER
 LC1957'OF THE GRAVEL ROAD.
 LC1957'
 LC1957'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, BAER NO 2 1939 SET
 LC1957'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LC1957'6 INCHES.  IT IS 82.5 FEET SOUTHWEST OF THE METAL WITNESS POST,
 LC1957'80 FEET WEST OF THE POWERLINE POLE AND 25 FEET SOUTH OF THE CENTER
 LC1957'OF THE GRAVEL ROAD.
 LC1957'
 LC1957'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BAER 1939 SET IN
 LC1957'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LC1957'8 INCHES.  IT IS 40 FEET WEST OF THE CENTER OF STATE ROUTE 88,
 LC1957'3.5 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS
 LC1957'POST WITH SIGN ATTACHED AND 0.5 FOOT EAST OF A FENCE.
 LC1957'
 LC1957'NOTE--THE 1939 STATION COULD NOT BE USED OR BUILT OVER DUE TO
 LC1957'ITS LOCATION NEAR A TREE AND A TELEPHONE LINE OVERHEAD.
 LC1957'
 LC1957'THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 LC1957'
 LC1957'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 LC1957
 LC1957                          STATION RECOVERY (1999)
 LC1957
 LC1957'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1547 ***********************************************************************
 NH1547  DESIGNATION -  BAILEYVILLE GERMAN REFORMED CH
 NH1547  PID         -  NH1547
 NH1547  STATE/COUNTY-  IL/OGLE
 NH1547  USGS QUAD   -  FORRESTON NORTH (1983)
 NH1547
 NH1547                         *CURRENT SURVEY CONTROL
 NH1547  ___________________________________________________________________
 NH1547* NAD 83(1997)-  42 11 49.42221(N)    089 35 46.85187(W)     ADJUSTED  
 NH1547* NAVD 88     -                                                        
 NH1547  ___________________________________________________________________
 NH1547  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 NH1547  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NH1547
 NH1547  HORZ ORDER  -  THIRD
 NH1547
 NH1547.The horizontal coordinates were established by classical geodetic methods
 NH1547.and adjusted by the National Geodetic Survey in October 1999..
 NH1547
 NH1547
 NH1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1547
 NH1547.The geoid height was determined by GEOID03.
 NH1547
 NH1547;                    North         East     Units Scale Factor Converg.
 NH1547;SPC IL W     -   614,127.428   747,102.597   MT  0.99996847   +0 22 59.1
 NH1547;SPC IL W     - 2,014,849.74  2,451,119.10   sFT  0.99996847   +0 22 59.1
 NH1547;UTM  16      - 4,674,919.665   285,634.060   MT  1.00016545   -1 44 40.5
 NH1547
 NH1547                          SUPERSEDED SURVEY CONTROL
 NH1547
 NH1547  NAD 83(1997)-  42 11 49.42222(N)    089 35 46.85187(W) AD(       ) 4
 NH1547  NAD 83(1986)-  42 11 49.42305(N)    089 35 46.85389(W) AD(       ) 4
 NH1547  NAD 27      -  42 11 49.34000(N)    089 35 46.44000(W) AD(       ) 3
 NH1547
 NH1547.Superseded values are not recommended for survey control.
 NH1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1547.See file dsdata.txt to determine how the superseded data were derived.
 NH1547
 NH1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8563474920(NAD 83)
 NH1547_MARKER: 55 = TOWER
 NH1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1547+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 NH1547
 NH1547  HISTORY     - Date     Condition        Report By
 NH1547  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1547  HISTORY     - 1954     GOOD             CGS
 NH1547  HISTORY     - 19960503 GOOD             USPSQD
 NH1547  HISTORY     - 20010813 GOOD             USPSQD
 NH1547  HISTORY     - 20050205 GOOD             USPSQD
 NH1547
 NH1547                          STATION DESCRIPTION
 NH1547
 NH1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1547'THIS STATION IS THE TOWER ON THE SOUTHEAST CORNER OF THE
 NH1547'GERMAN REFORMED CHURCH, IN THE VILLAGE OF BAILEYVILLE, ILLINOIS.
 NH1547'IT IS LOCATED ABOUT 85 FEET WEST OF THE CENTERLINE OF CENTER
 NH1547'STREET, AND ABOUT 40 FEET NORTH OF THE CENTERLINE OF BROADWAY.
 NH1547'THE CHURCH WAS ERECTED IN 1913 AND THE SPIRE IS QUITE PROMINENT.
 NH1547'
 NH1547'THE TOWER IS A WHITE WOODEN STRUCTURE ABOUT 40 FEET HIGH
 NH1547'WITH A LEDGE AROUND THE TOP.  ON THIS SETS A SMALLER TOWER
 NH1547'ABOUT 15 FEET HIGH WITH A LARGE SCREENED GOTHIC WINDOW ON
 NH1547'EACH SIDE.  THERE IS A SMALL GABLE OVER EACH WINDOW.  THE
 NH1547'STUBBY GREY SPIRE-SHAPED ROOF IS ABOUT 15 FEET HIGH AND
 NH1547'OCTAGONAL IN SHAPE.  IT HAS A BALL AT THE APEX.  THE TOTAL
 NH1547'HEIGHT IS ABOUT 70 FEET.
 NH1547
 NH1547                          STATION RECOVERY (1954)
 NH1547
 NH1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1547'STATION WAS RECOVERED BY VISITING SITE.  IT IS IN GOOD CONDITION.
 NH1547'THE OLD DESCRIPTION IS ADEQUATE AND CORRECT.
 NH1547
 NH1547                          STATION RECOVERY (1996)
 NH1547
 NH1547'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1547'RECOVERED IN GOOD CONDITION.
 NH1547
 NH1547                          STATION RECOVERY (2001)
 NH1547
 NH1547'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1547'NOW THE BAILETVILLE REFORMED CHURCH. BALL AT APEX IS NOW A CROSS.
 NH1547
 NH1547                          STATION RECOVERY (2005)
 NH1547
 NH1547'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1095 ***********************************************************************
 HB1095  DESIGNATION -  BAKE OVEN
 HB1095  PID         -  HB1095
 HB1095  STATE/COUNTY-  IL/JACKSON
 HB1095  USGS QUAD   -  ALTENBURG (1994)
 HB1095
 HB1095                         *CURRENT SURVEY CONTROL
 HB1095  ___________________________________________________________________
 HB1095* NAD 83(1986)-  37 38 33.     (N)    089 30 50.     (W)     SCALED    
 HB1095* NAVD 88     -       110.475  (meters)     362.45   (feet)  ADJUSTED  
 HB1095  ___________________________________________________________________
 HB1095  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HB1095  DYNAMIC HT  -         110.399 (meters)     362.20  (feet)  COMP
 HB1095  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 HB1095
 HB1095  VERT ORDER  -  FIRST     CLASS II
 HB1095
 HB1095.The horizontal coordinates were scaled from a topographic map and have
 HB1095.an estimated accuracy of +/- 6 seconds.
 HB1095
 HB1095.The orthometric height was determined by differential leveling
 HB1095.and adjusted by the National Geodetic Survey in June 1991..
 HB1095
 HB1095.The geoid height was determined by GEOID03.
 HB1095
 HB1095.The dynamic height is computed by dividing the NAVD 88
 HB1095.geopotential number by the normal gravity value computed on the
 HB1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1095.degrees latitude (g = 980.6199 gals.).
 HB1095
 HB1095.The modeled gravity was interpolated from observed gravity values.
 HB1095
 HB1095;                    North         East    Units  Estimated Accuracy
 HB1095;SPC IL W     -   108,490.      757,610.      MT  (+/- 180 meters Scaled)
 HB1095
 HB1095                          SUPERSEDED SURVEY CONTROL
 HB1095
 HB1095  NGVD 29 (??/??/??)  110.575  (m)          362.78   (f) ADJUSTED    1 2
 HB1095
 HB1095.Superseded values are not recommended for survey control.
 HB1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1095.See file dsdata.txt to determine how the superseded data were derived.
 HB1095
 HB1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG782691(NAD 83)
 HB1095_MARKER: P = PIPE CAP
 HB1095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HB1095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HB1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1095
 HB1095  HISTORY     - Date     Condition        Report By
 HB1095  HISTORY     - UNK      MONUMENTED       DOD
 HB1095  HISTORY     - 1949     GOOD             CGS
 HB1095
 HB1095                          STATION DESCRIPTION
 HB1095
 HB1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB1095'AT GRAND TOWER.
 HB1095'AT GRAND TOWER, ABOUT 0.75 MILE NORTHWEST ALONG THE ILLINOIS
 HB1095'CENTRAL RAILROAD FROM THE STATION AT GRAND TOWER THENCE 0.2
 HB1095'MILE WEST ALONG PRIVATE ROAD LEADING TO HUGHES HOUSE, SET
 HB1095'BETWEEN LEVEE AND RIVER, NORTHWEST OF THE NORTHWEST CORNER OF
 HB1095'HUGHES HOUSE, AT THE EAST PART OF A ROCKY KNOLL CALLED DEVILS
 HB1095'BAKE OVEN, 66 FEET NORTH OF THE CENTER LINE OF THE LEVEE, 49.5
 HB1095'FEET EAST-SOUTHEAST OF A 26 INCH SYCAMORE TREE, 17 FEET SOUTHWEST
 HB1095'OF A 20 INCH SYCAMORE TREE, 4.5 FEET SOUTH-SOUTHWEST OF THE
 HB1095'NORTH-NORTHWEST EDGE OF A SMALL FLAT PIECE OF GROUND, 2 FEET
 HB1095'NORTHWEST OF A WHITE WOODEN WITNESS POST AND SET IN TOP OF A
 HB1095'3 INCH PIPE PROJECTING 4 INCHES.  CAP HAS U.S. LETTERED ON IT.
 HB1095'NOTE-- THE TOP OF THE CAP APPEARS TO HAVE BEEN HIT AND DEPRESSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1408 ***********************************************************************
 MF1408  DESIGNATION -  BALD
 MF1408  PID         -  MF1408
 MF1408  STATE/COUNTY-  IL/KANE
 MF1408  USGS QUAD   -  SUGAR GROVE (1993)
 MF1408
 MF1408                         *CURRENT SURVEY CONTROL
 MF1408  ___________________________________________________________________
 MF1408* NAD 83(1997)-  41 50 54.13659(N)    088 24 12.20263(W)     ADJUSTED  
 MF1408* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 MF1408  ___________________________________________________________________
 MF1408  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 MF1408  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1408
 MF1408  HORZ ORDER  -  SECOND
 MF1408
 MF1408.The horizontal coordinates were established by classical geodetic methods
 MF1408.and adjusted by the National Geodetic Survey in October 1999..
 MF1408
 MF1408.The orthometric height was scaled from a topographic map.
 MF1408
 MF1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1408
 MF1408.The geoid height was determined by GEOID03.
 MF1408
 MF1408;                    North         East     Units Scale Factor Converg.
 MF1408;SPC IL E     -   575,263.726   294,182.170   MT  0.99997542   -0 02 48.3
 MF1408;SPC IL E     - 1,887,344.41    965,162.67   sFT  0.99997542   -0 02 48.3
 MF1408;UTM  16      - 4,633,893.284   383,497.797   MT  0.99976702   -0 56 11.0
 MF1408
 MF1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1408!SPC IL E     -   0.99996676  x   0.99997542  =   0.99994218
 MF1408!UTM  16      -   0.99996676  x   0.99976702  =   0.99973379
 MF1408
 MF1408:                Primary Azimuth Mark                     Grid Az
 MF1408:SPC IL E     -  ST CHARLES TRAIN SCH BOYS TK             018 14 48.9
 MF1408:UTM  16      -  ST CHARLES TRAIN SCH BOYS TK             019 08 11.6
 MF1408
 MF1408|---------------------------------------------------------------------|
 MF1408| PID    Reference Object                     Distance      Geod. Az  |
 MF1408|                                                           dddmmss.s |
 MF1408| MF1385 ST CHARLES TRAIN SCH BOYS TK        APPROX. 7.6 KM 0181200.6 |
 MF1408| MF1386 ST CHARLES TRAIN SCH BOYS STK       APPROX. 7.1 KM 0201617.9 |
 MF1408| MF1387 ST CHARLES MFG CO WATER TANK        APPROX.11.9 KM 0500406.8 |
 MF1408| MF1388 GENEVA MUNICIPAL TANK               APPROX. 8.7 KM 0530600.8 |
 MF1408| MF1381 GENEVA RAD STA KSA 457 MAST         APPROX. 8.9 KM 0613518.6 |
 MF1408| MF1324 WEST CHICAGO OWEN ILL CO TANK       APPROX.15.6 KM 0615916.1 |
 MF1408| MF1384 GENEVA ILL TRAIN SCH GIRLS STK      APPROX. 9.4 KM 0683830.9 |
 MF1408| MF1394 BATAVIA FURNAS ELEC CO TANK         APPROX. 6.6 KM 0871019.3 |
 MF1408| MF1396 BATAVIA HOLY CROSS CATH CH          APPROX. 8.3 KM 0883403.6 |
 MF1408| CI6672 BALD AZ MK                                         1033123.9 |
 MF1408| CI6673 BALD RM 1                            12.049 METERS 11407     |
 MF1408| MF1401 MOOSEHEART POWER PLANT STACK        APPROX. 6.7 KM 1152501.5 |
 MF1408| MF1404 NORTH AURORA EXPOSITION PK TK       APPROX. 8.3 KM 1322728.9 |
 MF1408| MF1395 N AURORA MERCYVI SANITARIUM TK      APPROX. 9.4 KM 1355349.0 |
 MF1408| CI6674 BALD RM 2                            25.000 METERS 20905     |
 MF1408|---------------------------------------------------------------------|
 MF1408
 MF1408                          SUPERSEDED SURVEY CONTROL
 MF1408
 MF1408  NAD 83(1997)-  41 50 54.13759(N)    088 24 12.20738(W) AD(       ) 2
 MF1408  NAD 83(1986)-  41 50 54.13985(N)    088 24 12.21235(W) AD(       ) 2
 MF1408  NAD 27      -  41 50 54.03880(N)    088 24 11.94570(W) AD(       ) 2
 MF1408
 MF1408.Superseded values are not recommended for survey control.
 MF1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1408.See file dsdata.txt to determine how the superseded data were derived.
 MF1408
 MF1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8349833893(NAD 83)
 MF1408_MARKER: DS = TRIANGULATION STATION DISK
 MF1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1408
 MF1408  HISTORY     - Date     Condition        Report By
 MF1408  HISTORY     - 1956     MONUMENTED       CGS
 MF1408  HISTORY     - 1967     GOOD             CGS
 MF1408  HISTORY     - 19890908 MARK NOT FOUND   USPSQD
 MF1408  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 MF1408
 MF1408                          STATION DESCRIPTION
 MF1408
 MF1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1408'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF GENEVA AND
 MF1408'ABOUT 4-1/2 MILES WEST OF BATAVIA.  IT IS ON A BARE, PROMINENT
 MF1408'HILL KNOWN AS BALD MOUND ON PROPERTY OWNED BY RICHARD JOHNSON.
 MF1408'IT IS ABOUT 0.1 MILE NORTHWEST OF MR. JOHNSONS FARM BUILDINGS
 MF1408'AND ABOUT 50 YARDS NORTHEAST OF THE HIGHEST POINT OF THE HILL.
 MF1408'THE MARK IS FLUSH AND THE DISK IS STAMPED BALD 1956.
 MF1408'
 MF1408'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 MF1408'AND BATAVIA AVENUE IN BATAVIA, GO WEST ON MAIN STREET AND
 MF1408'CONTINUE WEST ON PAVED ROAD FOR 4.15 MILES TO THE AZIMUTH
 MF1408'MARK ON THE LEFT.  CONTINUE WEST ON THE PAVED ROAD FOR 0.45
 MF1408'MILE TO A PAVED ROAD RIGHT.  CONTINUE WEST ON THE PAVED ROAD
 MF1408'FOR 0.05 MILE TO A GATE ON THE RIGHT AND A DRIVEWAY RIGHT TO
 MF1408'A GRAVEL PIT.  TURN RIGHT THROUGH THE GATE, THEN LEFT AND GO
 MF1408'WEST AND NORTH AROUND THE GRAVEL PIT TO THE TOP OF THE HILL
 MF1408'AND THE STATION.
 MF1408'
 MF1408'REFERENCE MARK 1 IS IN A BOULDER WHICH IS ABOUT 3 FEET SQUARE
 MF1408'AND PROJECTS ABOUT 8 INCHES.  THE DISK IS SET FLUSH IN A
 MF1408'DRILLHOLE IN THE BOULDER AND IT IS STAMPED BALD NO 1 1956.
 MF1408'
 MF1408'REFERENCE MARK 2 IS IN A BOULDER WHICH IS ABOUT 3 FEET SQUARE
 MF1408'AND PROJECTS ABOUT 2 INCHES.  THE DISK IS SET FLUSH IN A
 MF1408'DRILLHOLE IN THE BOULDER AND IT IS STAMPED BALD NO 2 1956.
 MF1408'
 MF1408'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF THE PAVED
 MF1408'ROAD, 1 FOOT WEST OF A TELEPHONE POLE AND WHITE WITNESS POST
 MF1408'AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 MF1408'AND THE DISK IS STAMPED BALD 1956.
 MF1408'
 MF1408'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1408
 MF1408                          STATION RECOVERY (1967)
 MF1408
 MF1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1408'ALL MARKS FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 MF1408'WITH THE BELOW CHANGES.
 MF1408'
 MF1408'THE AZIMUTH MARK IS 44 FEET SOUTHWEST OF THE SOUTHWEST END OF
 MF1408'A CONCRETE HEADWALL, 26 FEET WEST OF A FENCE CORNER AND 1
 MF1408'FOOT NORTH OF A METAL WITNESS POST.
 MF1408
 MF1408                          STATION RECOVERY (1989)
 MF1408
 MF1408'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 MF1408'MARK NOT FOUND.
 MF1408
 MF1408                          STATION RECOVERY (1998)
 MF1408
 MF1408'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1870 ***********************************************************************
 JB1870  DESIGNATION -  BALD
 JB1870  PID         -  JB1870
 JB1870  STATE/COUNTY-  IL/JEFFERSON
 JB1870  USGS QUAD   -  WALTONVILLE (1982)
 JB1870
 JB1870                         *CURRENT SURVEY CONTROL
 JB1870  ___________________________________________________________________
 JB1870* NAD 83(1997)-  38 12 48.29313(N)    089 05 31.60484(W)     ADJUSTED  
 JB1870* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 JB1870  ___________________________________________________________________
 JB1870  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JB1870  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JB1870
 JB1870  HORZ ORDER  -  SECOND
 JB1870
 JB1870.The horizontal coordinates were established by classical geodetic methods
 JB1870.and adjusted by the National Geodetic Survey in October 1999..
 JB1870
 JB1870.The orthometric height was scaled from a topographic map.
 JB1870
 JB1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1870
 JB1870.The geoid height was determined by GEOID03.
 JB1870
 JB1870;                    North         East     Units Scale Factor Converg.
 JB1870;SPC IL E     -   171,935.173   233,549.365   MT  1.00002936   -0 28 09.8
 JB1870;SPC IL E     -   564,090.65    766,236.54   sFT  1.00002936   -0 28 09.8
 JB1870;UTM  16      - 4,231,563.314   316,842.054   MT  1.00001317   -1 17 40.3
 JB1870
 JB1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1870!SPC IL E     -   0.99997865  x   1.00002936  =   1.00000801
 JB1870!UTM  16      -   0.99997865  x   1.00001317  =   0.99999182
 JB1870
 JB1870:                Primary Azimuth Mark                     Grid Az
 JB1870:SPC IL E     -  BALD AZ MK                               104 58 24.7
 JB1870:UTM  16      -  BALD AZ MK                               105 47 55.2
 JB1870
 JB1870|---------------------------------------------------------------------|
 JB1870| PID    Reference Object                     Distance      Geod. Az  |
 JB1870|                                                           dddmmss.s |
 JB1870| CI2913 BALD AZ MK                                         1043014.9 |
 JB1870| CI2914 BALD RM 1                            25.384 METERS 12824     |
 JB1870| CI2915 BALD RM 2                            27.178 METERS 21358     |
 JB1870|---------------------------------------------------------------------|
 JB1870
 JB1870                          SUPERSEDED SURVEY CONTROL
 JB1870
 JB1870  NAD 83(1997)-  38 12 48.30643(N)    089 05 31.60399(W) AD(       ) 2
 JB1870  NAD 83(1986)-  38 12 48.30701(N)    089 05 31.60484(W) AD(       ) 2
 JB1870  NAD 27      -  38 12 48.12998(N)    089 05 31.33900(W) AD(       ) 2
 JB1870
 JB1870.Superseded values are not recommended for survey control.
 JB1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1870.See file dsdata.txt to determine how the superseded data were derived.
 JB1870
 JB1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1684231563(NAD 83)
 JB1870_MARKER: DS = TRIANGULATION STATION DISK
 JB1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1870_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1870
 JB1870  HISTORY     - Date     Condition        Report By
 JB1870  HISTORY     - 1962     MONUMENTED       CGS
 JB1870
 JB1870                          STATION DESCRIPTION
 JB1870
 JB1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1870'THE STATION IS ABOUT 9 MILES NORTH, NORTHWEST OF SESSER, ABOUT 3
 JB1870'MILES WEST OF WALTONVILLE, IN THE NORTHWEST 1/4 OF SECTION 3, T 4 S,
 JB1870'R 1 E., AND IN BALD HILL TOWNSHIP ON THE PROPERTY OF MR. RUSSELL
 JB1870'ELLISTON.  IT IS 21 FEET SOUTH OF A WIRE FENCE AND A WITNESS POST,
 JB1870'50 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 72 FEET EAST OF
 JB1870'THE CENTERLINE OF A DRIVEWAY, 95 FEET NORTH OF THE NORTHWEST CORNER
 JB1870'OF THE WEST ONE OF TWO SHEDS AND 120 FEET EAST, NORTHEAST OF THE
 JB1870'NORTHEAST CORNER OF A FRAME HOUSE.  THE MONUMENT IS FLUSH AND
 JB1870'THE DISK IS STAMPED BALD 1961.
 JB1870'
 JB1870'TO REACH FROM THE WALTONVILLE COMMUNITY HIGH SCHOOL AT THE WEST
 JB1870'EDGE OF WALTONVILLE, GO WEST ON A PAVED ROAD FOR 1.75 MILES TO A
 JB1870'SIDE ROAD LEFT.  CONTINUE WEST ON THE PAVED ROAD FOR 0.6 MILE TO A
 JB1870'DRIVEWAY LEFT AND THE STATION ON THE LEFT.
 JB1870'
 JB1870'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON AN OIL ROAD
 JB1870'FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 JB1870'
 JB1870'REFERENCE MARK 1 IS 22 FEET WEST OF A WIRE FENCE, 42 FEET NORTH OF
 JB1870'THE NORTHEAST CORNER OF THE EAST ONE OF TWO SHEDS AND 75 FEET SOUTH
 JB1870'OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JB1870'BALD NO 1 1961.
 JB1870'
 JB1870'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE, 17 FEET EAST OF
 JB1870'THE CENTERLINE OF THE DRIVEWAY AND 42 FEET NORTHWEST OF THE
 JB1870'NORTHWEST CORNER OF THE WEST ONE OF TWO SHEDS.  THE MONUMENT IS
 JB1870'FLUSH AND THE DISK IS STAMPED BALD NO 2 1961.
 JB1870'
 JB1870'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 2 FEET SOUTH OF A
 JB1870'WITNESS POST, 3 FEET NORTHEAST OF A TELEPHONE POLE AND 13 FEET WEST
 JB1870'OF THE CENTERLINE OF THE OIL ROAD.  THE MONUMENT IS FLUSH AND THE
 JB1870'DISK IS STAMPED BALD 1961.
 JB1870'
 JB1870'NOTE--THE STATION WAS BUILT IN 1961 BUT WAS NOT OCCUPIED UNTIL
 JB1870'1962.
 JB1870'
 JB1870'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0733 ***********************************************************************
 MG0733  DESIGNATION -  BALD BLUFF
 MG0733  PID         -  MG0733
 MG0733  STATE/COUNTY-  IL/HENDERSON
 MG0733  USGS QUAD   -  KEITHSBURG (1982)
 MG0733
 MG0733                         *CURRENT SURVEY CONTROL
 MG0733  ___________________________________________________________________
 MG0733* NAD 83(1997)-  41 02 10.88519(N)    090 53 26.68699(W)     ADJUSTED  
 MG0733* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 MG0733  ___________________________________________________________________
 MG0733  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 MG0733  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MG0733
 MG0733  HORZ ORDER  -  FIRST
 MG0733
 MG0733.The horizontal coordinates were established by classical geodetic methods
 MG0733.and adjusted by the National Geodetic Survey in October 1999..
 MG0733
 MG0733.The orthometric height was scaled from a topographic map.
 MG0733
 MG0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0733
 MG0733.The geoid height was determined by GEOID03.
 MG0733
 MG0733;                    North         East     Units Scale Factor Converg.
 MG0733;SPC IL W     -   485,315.473   639,116.261   MT  0.99998678   -0 28 31.4
 MG0733;SPC IL W     - 1,592,239.18  2,096,833.93   sFT  0.99998678   -0 28 31.4
 MG0733;SPC IA S     -   118,376.015   719,366.030   MT  0.99995247   +1 43 07.4
 MG0733;UTM  15      - 4,544,936.179   677,299.550   MT  0.99998691   +1 23 06.6
 MG0733
 MG0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0733!SPC IL W     -   0.99997789  x   0.99998678  =   0.99996467
 MG0733!SPC IA S     -   0.99997789  x   0.99995247  =   0.99993036
 MG0733!UTM  15      -   0.99997789  x   0.99998691  =   0.99996480
 MG0733
 MG0733:                Primary Azimuth Mark                     Grid Az
 MG0733:SPC IL W     -  JOY WATER TANK                           003 07 49.3
 MG0733:SPC IA S     -  JOY WATER TANK                           000 56 10.5
 MG0733:UTM  15      -  JOY WATER TANK                           001 16 11.3
 MG0733
 MG0733|---------------------------------------------------------------------|
 MG0733| PID    Reference Object                     Distance      Geod. Az  |
 MG0733|                                                           dddmmss.s |
 MG0733| MG0736 JOY WATER TANK                      APPROX.17.8 KM 0023917.9 |
 MG0733| MG0732 ALEDO WATER TANK                    APPROX.21.7 KM 0324234.9 |
 MG0733| CL8869 BALD BLUFF RM 1                                    09109     |
 MG0733| LD0770 OQUAWKA WATER TANK                  APPROX.12.4 KM 2044646.6 |
 MG0733| CL8870 BALD BLUFF RM 2                                    3205201.1 |
 MG0733|---------------------------------------------------------------------|
 MG0733
 MG0733                          SUPERSEDED SURVEY CONTROL
 MG0733
 MG0733  NAD 83(1997)-  41 02 10.88521(N)    090 53 26.68700(W) AD(       ) 1
 MG0733  NAD 83(1986)-  41 02 10.88890(N)    090 53 26.68917(W) AD(       ) 1
 MG0733  NAD 27      -  41 02 10.76000(N)    090 53 26.18200(W) AD(       ) 1
 MG0733
 MG0733.Superseded values are not recommended for survey control.
 MG0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0733.See file dsdata.txt to determine how the superseded data were derived.
 MG0733
 MG0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF7730044936(NAD 83)
 MG0733_MARKER: DS = TRIANGULATION STATION DISK
 MG0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0733
 MG0733  HISTORY     - Date     Condition        Report By
 MG0733  HISTORY     - 1931     MONUMENTED       CGS
 MG0733  HISTORY     - 1958     GOOD             CGS
 MG0733  HISTORY     - 20010331 GOOD             NGS
 MG0733
 MG0733                          STATION DESCRIPTION
 MG0733
 MG0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0733'STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF OQUAWKA AND 5-1/2
 MG0733'MILES SOUTH-SOUTHEAST OF KEITHSBURG ON A POINT OF A VERY
 MG0733'PROMINENT SPUR OF THE MAIN BLUFF, KNOWN AS BALD BLUFF.  MARK
 MG0733'IS ON THE HIGHEST POINT IN THE VICINITY, IN A CLEAR PASTURE
 MG0733'EXCEPT FOR A FEW SCATTERED TREES, ON LAND OWNED BY AN ESTATE AND
 MG0733'IS IN CHARGE OF WARD BLOOMER, OF KEITHSBURG.
 MG0733'
 MG0733'TO REACH FROM OQUAWKA FOLLOW STATE HIGHWAY 94A EAST ONE
 MG0733'MILE TO SAND ROAD LEADING NORTH, FOLLOW STRAIGHT NORTH 6.2
 MG0733'MILES TO CROSSROADS, TURN EAST 1.3 MILE TO CROSSROADS, AND
 MG0733'NORTH ONE MILE TO A ROAD LEADING INTO FARM ON RIGHT, GO EAST
 MG0733'1/4 MILE TO RED GATE, LEAVE TRUCK HERE, FOLLOW FOOTPATH NORTH
 MG0733'BEGINNING ON NORTH SIDE OF WIRE FENCE JUST EAST OF GATE, 1/4
 MG0733'MILE TO STATION ON TOP OF BLUFF.
 MG0733'
 MG0733'REFERENCE MARK NO. 1 IS EAST OF THE STATION, IN PASTURE, 5
 MG0733'FEET SOUTH OF AN 18-INCH OAK TREE.
 MG0733'
 MG0733'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ONE FOOT
 MG0733'WEST OF A NORTH-AND-SOUTH WIRE FENCE 1 METER SOUTH OF A TELEPHONE
 MG0733'POLE, 6 METERS EAST OF CENTERLINE OF SECTION-LINE DIRT ROAD,
 MG0733'AND ABOUT 1/4 MILE NORTH OF A FARMHOUSE WITH SCATTERED OLD
 MG0733'BARNS IN YARD.
 MG0733'
 MG0733'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 MG0733
 MG0733                          STATION RECOVERY (1958)
 MG0733
 MG0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MG0733'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.
 MG0733'REFERENCE MARK NO. 2 SEARCHED FOR BUT NOT RECOVERED, MARK
 MG0733'PROBABLY STILL EXISTS.  DISTANCE AND DIRECTION TO REFERENCE
 MG0733'MARK NO. 1 CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE AND
 MG0733'CORRECT.
 MG0733
 MG0733                          STATION RECOVERY (2001)
 MG0733
 MG0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0733'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1697 ***********************************************************************
 HB1697  DESIGNATION -  BALD KNOB
 HB1697  PID         -  HB1697
 HB1697  STATE/COUNTY-  IL/UNION
 HB1697  USGS QUAD   -  COBDEN (1996)
 HB1697
 HB1697                         *CURRENT SURVEY CONTROL
 HB1697  ___________________________________________________________________
 HB1697* NAD 83(1997)-  37 33 06.68918(N)    089 20 46.28092(W)     ADJUSTED  
 HB1697* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 HB1697  ___________________________________________________________________
 HB1697  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HB1697  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HB1697
 HB1697  HORZ ORDER  -  FIRST
 HB1697
 HB1697.The horizontal coordinates were established by classical geodetic methods
 HB1697.and adjusted by the National Geodetic Survey in October 1999..
 HB1697
 HB1697.The orthometric height was scaled from a topographic map.
 HB1697
 HB1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1697
 HB1697.The geoid height was determined by GEOID03.
 HB1697
 HB1697;                    North         East     Units Scale Factor Converg.
 HB1697;SPC IL W     -    98,548.881   772,497.264   MT  1.00000589   +0 30 00.3
 HB1697;SPC IL W     -   323,322.45  2,534,434.77   sFT  1.00000589   +0 30 00.3
 HB1697;SPC IL E     -    98,717.991   210,500.777   MT  1.00007363   -0 37 02.5
 HB1697;SPC IL E     -   323,877.28    690,617.97   sFT  1.00007363   -0 37 02.5
 HB1697;UTM  16      - 4,158,681.692   292,748.639   MT  1.00012911   -1 25 49.7
 HB1697
 HB1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1697!SPC IL W     -   0.99995571  x   1.00000589  =   0.99996160
 HB1697!SPC IL E     -   0.99995571  x   1.00007363  =   1.00002934
 HB1697!UTM  16      -   0.99995571  x   1.00012911  =   1.00008481
 HB1697
 HB1697|---------------------------------------------------------------------|
 HB1697| PID    Reference Object                     Distance      Geod. Az  |
 HB1697|                                                           dddmmss.s |
 HB1697| CI2916 BALD KNOB RM 1                       26.450 METERS 01446     |
 HB1697| HB1711 ANNA CLOCK TOWER                    APPROX.12.0 KM 1313619.6 |
 HB1697| HB1712 ANNA STATE HOSPITAL STACK           APPROX.12.4 KM 1314632.8 |
 HB1697| CI2917 BALD KNOB RM 2                       77.200 METERS 15205     |
 HB1697| HB1764 FROHNA                              APPROX.26.0 KM 2915907.6 |
 HB1697|---------------------------------------------------------------------|
 HB1697
 HB1697                          SUPERSEDED SURVEY CONTROL
 HB1697
 HB1697  NAD 83(1997)-  37 33 06.69755(N)    089 20 46.28276(W) AD(       ) 1
 HB1697  NAD 83(1986)-  37 33 06.69879(N)    089 20 46.28324(W) AD(       ) 1
 HB1697  NAD 27      -  37 33 06.51800(N)    089 20 45.95900(W) AD(       ) 1
 HB1697
 HB1697.Superseded values are not recommended for survey control.
 HB1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1697.See file dsdata.txt to determine how the superseded data were derived.
 HB1697
 HB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9274958682(NAD 83)
 HB1697_MARKER: DS = TRIANGULATION STATION DISK
 HB1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1697
 HB1697  HISTORY     - Date     Condition        Report By
 HB1697  HISTORY     - 1930     MONUMENTED       CGS
 HB1697
 HB1697                          STATION DESCRIPTION
 HB1697
 HB1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1697'ABOUT 8 MILES NORTHWEST OF ANNA, 5 MILES NORTH OF WEST FROM COBDEN, 2
 HB1697'MILES SOUTHWEST OF ALTO PASS, IN SE 1/4 SEC. 20, T. 11 S., R. 2 W.,
 HB1697'7.4 METERS (24 FEET) SOUTH OF SOUTHEAST CORNER OF GARDEN FENCE, AND
 HB1697'7.4 METERS (24 FEET) EAST OF NORTHEAST CORNER OF HOUSE ON LAND
 HB1697'OWNED BY GEORGE GUNN OF MOUND CITY AND OCCUPIED BY HENRY RENDLEMAN.
 HB1697'TO REACH FROM COBDEN, GO WEST 5 MILES VIA GRAVEL ROAD TO MOUNTAIN
 HB1697'GLEN TO DIRT ROAD LEADING SOUTHWEST DOWN CLEAR CREEK, FOLLOW 2.2
 HB1697'MILES TO ROAD LEADING NORTH UP DRY BRANCH, FOLLOW 1 MILE TO POINT
 HB1697'NEAR GROUP OF BUILDINGS, AND CONTINUE ON PRIVATE ROAD TO RIGHT UP
 HB1697'RIDGE ABOUT 1-1/2 MILES TO STATION SITE.  SURFACE AND UNDERGROUND
 HB1697'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HB1697'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 HB1697'NO. 1 IS IN NORTH CORNER OF ORCHARD, AND 26.45 METERS
 HB1697'(86.8 FEET) FROM STATION, N 14 DEG 46 MIN E.  NO. 2 IS IN
 HB1697'SOUTHEAST CORNER OF ORCHARD, AND 77.20 METERS (253.3 FEET) FROM
 HB1697'STATION, S 27 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1698 ***********************************************************************
 HB1698  DESIGNATION -  BALD KNOB LOOKOUT TOWER
 HB1698  PID         -  HB1698
 HB1698  STATE/COUNTY-  IL/UNION
 HB1698  USGS QUAD   -  COBDEN (1996)
 HB1698
 HB1698                         *CURRENT SURVEY CONTROL
 HB1698  ___________________________________________________________________
 HB1698* NAD 83(1997)-  37 33 06.56277(N)    089 20 46.06683(W)     ADJUSTED  
 HB1698* NAVD 88     -                                                        
 HB1698  ___________________________________________________________________
 HB1698  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HB1698  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HB1698
 HB1698  HORZ ORDER  -  THIRD
 HB1698
 HB1698.The horizontal coordinates were established by classical geodetic methods
 HB1698.and adjusted by the National Geodetic Survey in October 1999..
 HB1698
 HB1698
 HB1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1698
 HB1698.The geoid height was determined by GEOID03.
 HB1698
 HB1698;                    North         East     Units Scale Factor Converg.
 HB1698;SPC IL W     -    98,545.030   772,502.553   MT  1.00000590   +0 30 00.4
 HB1698;SPC IL W     -   323,309.82  2,534,452.13   sFT  1.00000590   +0 30 00.4
 HB1698;UTM  16      - 4,158,677.665   292,753.795   MT  1.00012908   -1 25 49.5
 HB1698
 HB1698                          SUPERSEDED SURVEY CONTROL
 HB1698
 HB1698  NAD 83(1997)-  37 33 06.57068(N)    089 20 46.06888(W) AD(       ) 4
 HB1698  NAD 83(1986)-  37 33 06.57098(N)    089 20 46.07480(W) AD(       ) 4
 HB1698  NAD 27      -  37 33 06.39441(N)    089 20 45.74828(W) AD(       ) 3
 HB1698
 HB1698.Superseded values are not recommended for survey control.
 HB1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1698.See file dsdata.txt to determine how the superseded data were derived.
 HB1698
 HB1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9275458678(NAD 83)
 HB1698_MARKER: 57 = LOOKOUT TOWER
 HB1698
 HB1698  HISTORY     - Date     Condition        Report By
 HB1698  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1698
 HB1698                          STATION DESCRIPTION
 HB1698
 HB1698'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1924 ***********************************************************************
 JB1924  DESIGNATION -  BALDWIN
 JB1924  PID         -  JB1924
 JB1924  STATE/COUNTY-  IL/RANDOLPH
 JB1924  USGS QUAD   -  BALDWIN (1982)
 JB1924
 JB1924                         *CURRENT SURVEY CONTROL
 JB1924  ___________________________________________________________________
 JB1924* NAD 83(1997)-  38 11 56.33942(N)    089 50 15.81711(W)     ADJUSTED  
 JB1924* NAVD 88     -       140.2    (meters)     460.     (feet)  VERTCON   
 JB1924  ___________________________________________________________________
 JB1924  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JB1924  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JB1924
 JB1924  HORZ ORDER  -  SECOND
 JB1924
 JB1924.The horizontal coordinates were established by classical geodetic methods
 JB1924.and adjusted by the National Geodetic Survey in October 1999..
 JB1924
 JB1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1924
 JB1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1924
 JB1924.The geoid height was determined by GEOID03.
 JB1924
 JB1924;                    North         East     Units Scale Factor Converg.
 JB1924;SPC IL W     -   170,106.498   728,811.685   MT  0.99995140   +0 12 12.3
 JB1924;SPC IL W     -   558,091.07  2,391,109.67   sFT  0.99995140   +0 12 12.3
 JB1924;UTM  16      - 4,231,700.141   251,505.733   MT  1.00036056   -1 45 20.6
 JB1924
 JB1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1924!SPC IL W     -   0.99998271  x   0.99995140  =   0.99993411
 JB1924!UTM  16      -   0.99998271  x   1.00036056  =   1.00034326
 JB1924
 JB1924|---------------------------------------------------------------------|
 JB1924| PID    Reference Object                     Distance      Geod. Az  |
 JB1924|                                                           dddmmss.s |
 JB1924| CI2921 BALDWIN RM 1                         10.323 METERS 02725     |
 JB1924| CI2922 BALDWIN RM 2                         24.695 METERS 06721     |
 JB1924| JB1926 REBAR USGS 1969                     APPROX. 4.4 KM 0730720.3 |
 JB1924| JB1935 RED BUD MUNICIPAL TOWER             APPROX.13.7 KM 2754038.7 |
 JB1924|---------------------------------------------------------------------|
 JB1924
 JB1924                          SUPERSEDED SURVEY CONTROL
 JB1924
 JB1924  NAD 83(1986)-  38 11 56.34836(N)    089 50 15.80945(W) AD(       ) 2
 JB1924  NAD 27      -  38 11 56.17389(N)    089 50 15.44216(W) AD(       ) 2
 JB1924  NGVD 29 (07/19/86)  140.3    (m)          460.     (f) VERT ANG       
 JB1924
 JB1924.Superseded values are not recommended for survey control.
 JB1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1924.See file dsdata.txt to determine how the superseded data were derived.
 JB1924
 JB1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5150631700(NAD 83)
 JB1924_MARKER: DD = SURVEY DISK
 JB1924_SETTING: 0 = UNSPECIFIED SETTING
 JB1924
 JB1924  HISTORY     - Date     Condition        Report By
 JB1924  HISTORY     - 1969     MONUMENTED       USGS
 JB1924
 JB1924                          STATION DESCRIPTION
 JB1924
 JB1924'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1924'THE STATION IS LOCATED 1.0 MI N. AND 0.5 MI E. OF BALDWIN, ABOUT 0.25
 JB1924'MI E. OF CENTER OF SEC. 11, T. 4 S., R. 7 W., ON THE S. SIDE OF AN
 JB1924'E.-W. BLACKTOP RD. AND NEAR A N.-S. PROPERTY LINE FENCE.
 JB1924'
 JB1924'TO REACH THE STATION FROM THE BALDWIN POST OFFICE, DRIVE N. ONE BLOCK
 JB1924'TO JCT. OF STATE HWY. 154 CONTINUE ACROSS HWY. 154 AND N. ON A
 JB1924'BLACKTOP RD. FOR 1.2 MI TO JCT. OF A BLACKTOP RD. LEADING E., TURN
 JB1924'RIGHT AND DRIVE E. ON BLACKTOP RD. FOR 0.5 MI TO A N.-S. FENCE AND
 JB1924'STATION ON THE RIGHT.
 JB1924'
 JB1924'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BALDWIN 1969
 JB1924'CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN THE GROUND
 JB1924'AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  REFERENCE MARKS ARE
 JB1924'FLUSH.  STATION MARK IS 12 IN. BELOW GROUND.
 JB1924'
 JB1924'STATION MARK IS 58 FT S. OF CENTER OF THE E.-W. RD., 28 FT S. OF A
 JB1924'T-FENCE COR. AND 2.3 FT E. OF THE PROPERTY LINE FENCE.
 JB1924'
 JB1924'REFERENCE MARK 1 IS 33.87 FT NNE. OF STATION, 29 FT S. OF CENTER OF
 JB1924'THE RD., 18 FT E. OF THE T-FENCE COR. AND 1 FT W. OF A METAL WITNESS
 JB1924'POST.
 JB1924'
 JB1924'REFERENCE MARK 2 IS 81.02 FT (24.695 M.) ENE. OF STATION, 29 FT S. OF
 JB1924'CENTER OF THE RD. AND 1 FT W. OF A METAL WITNESS POST.
 JB1924'
 JB1924'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1925 ***********************************************************************
 JB1925  DESIGNATION -  BALDWIN ILL POWER PLANT STACK
 JB1925  PID         -  JB1925
 JB1925  STATE/COUNTY-  IL/RANDOLPH
 JB1925  USGS QUAD   -  BALDWIN (1982)
 JB1925
 JB1925                         *CURRENT SURVEY CONTROL
 JB1925  ___________________________________________________________________
 JB1925* NAD 83(1997)-  38 12 18.29443(N)    089 51 21.21967(W)     ADJUSTED  
 JB1925* NAVD 88     -                                                        
 JB1925  ___________________________________________________________________
 JB1925  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 JB1925  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 JB1925
 JB1925  HORZ ORDER  -  THIRD
 JB1925
 JB1925.The horizontal coordinates were established by classical geodetic methods
 JB1925.and adjusted by the National Geodetic Survey in October 1999..
 JB1925
 JB1925
 JB1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1925
 JB1925.The geoid height was determined by GEOID03.
 JB1925
 JB1925;                    North         East     Units Scale Factor Converg.
 JB1925;SPC IL W     -   170,777.915   727,218.138   MT  0.99995030   +0 11 31.9
 JB1925;SPC IL W     -   560,293.88  2,385,881.51   sFT  0.99995030   +0 11 31.9
 JB1925;UTM  16      - 4,232,425.949   249,935.422   MT  1.00037020   -1 46 02.0
 JB1925
 JB1925                          SUPERSEDED SURVEY CONTROL
 JB1925
 JB1925  NAD 83(1986)-  38 12 18.30351(N)    089 51 21.21226(W) AD(       ) 4
 JB1925  NAD 27      -  38 12 18.12934(N)    089 51 20.84212(W) AD(       ) 3
 JB1925
 JB1925.Superseded values are not recommended for survey control.
 JB1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1925.See file dsdata.txt to determine how the superseded data were derived.
 JB1925
 JB1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4993532426(NAD 83)
 JB1925_MARKER: 63 = STACK
 JB1925
 JB1925  HISTORY     - Date     Condition        Report By
 JB1925  HISTORY     - 1969     FIRST OBSERVED   CGS
 JB1925
 JB1925                          STATION DESCRIPTION
 JB1925
 JB1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JFS)
 JB1925'THE STATION IS LOCATED AT THE BALDWIN POWER PLANT, ABOUT 1.25 MI
 JB1925'NNW. OF BALDWIN AND OWNED BY ILLINOIS POWER COMPANY.  THE STATION IS
 JB1925'THE VERTICAL AXIS AT TOP OF THE STACK WHICH IS ABOUT 600 FT HIGH
 JB1925'AND OF CONCRETE AND STEEL CONSTRUCTION.
 JB1925'
 JB1925'STATION WAS INTERSECTED FROM STATIONS 55 SCHULINE, 56 CAMPBELL, 69
 JB1925'RED BUD, AND 62 BM 16 JHR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1050 ***********************************************************************
 KB1050  CBN         -  This is a Cooperative Base Network Control Station.
 KB1050  DESIGNATION -  BALL
 KB1050  PID         -  KB1050
 KB1050  STATE/COUNTY-  IL/SANGAMON
 KB1050  USGS QUAD   -  CHATHAM (1976)
 KB1050
 KB1050                         *CURRENT SURVEY CONTROL
 KB1050  ___________________________________________________________________
 KB1050* NAD 83(1997)-  39 38 53.25878(N)    089 38 30.82142(W)     ADJUSTED  
 KB1050* NAVD 88     -       184.557  (meters)     605.50   (feet)  ADJUSTED  
 KB1050  ___________________________________________________________________
 KB1050  X           -      30,736.897 (meters)                     COMP
 KB1050  Y           -  -4,917,749.745 (meters)                     COMP
 KB1050  Z           -   4,048,077.362 (meters)                     COMP
 KB1050  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 KB1050  ELLIP HEIGHT-         152.32  (meters)          (09/15/03) GPS OBS
 KB1050  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KB1050  DYNAMIC HT  -         184.454 (meters)     605.16  (feet)  COMP
 KB1050  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KB1050
 KB1050  HORZ ORDER  -  A
 KB1050  VERT ORDER  -  SECOND    CLASS 0
 KB1050  ELLP ORDER  -  FOURTH    CLASS I
 KB1050
 KB1050.The horizontal coordinates were established by GPS observations
 KB1050.and adjusted by the National Geodetic Survey in September 2003..
 KB1050
 KB1050.The orthometric height was determined by differential leveling
 KB1050.and adjusted by the National Geodetic Survey in June 1991..
 KB1050
 KB1050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1050
 KB1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1050
 KB1050.The ellipsoidal height was determined by GPS observations
 KB1050.and is referenced to NAD 83.
 KB1050
 KB1050.The geoid height was determined by GEOID03.
 KB1050
 KB1050.The dynamic height is computed by dividing the NAVD 88
 KB1050.geopotential number by the normal gravity value computed on the
 KB1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1050.degrees latitude (g = 980.6199 gals.).
 KB1050
 KB1050.The modeled gravity was interpolated from observed gravity values.
 KB1050
 KB1050;                    North         East     Units Scale Factor Converg.
 KB1050;SPC IL W     -   331,052.852   745,038.926   MT  0.99996614   +0 20 05.5
 KB1050;SPC IL W     - 1,086,129.23  2,444,348.54   sFT  0.99996614   +0 20 05.5
 KB1050;UTM  16      - 4,392,039.902   273,320.317   MT  1.00023266   -1 41 11.2
 KB1050
 KB1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1050!SPC IL W     -   0.99997610  x   0.99996614  =   0.99994224
 KB1050!UTM  16      -   0.99997610  x   1.00023266  =   1.00020876
 KB1050
 KB1050|---------------------------------------------------------------------|
 KB1050| PID    Reference Object                     Distance      Geod. Az  |
 KB1050|                                                           dddmmss.s |
 KB1050| KB1051 BALL RM 1                            10.681 METERS 09041     |
 KB1050| KB1510 GLENARM PANHAN E PL TANK            APPROX. 2.0 KM 1483445.2 |
 KB1050| KB1511 GLENARM PANHAN E PL MICROWAVE       APPROX. 2.0 KM 1514534.5 |
 KB1050| KB1049 BALL RM 2                             8.818 METERS 27450     |
 KB1050| KB1512 SPRINGFIELD ILL ST POL MAST         APPROX. 4.6 KM 3595625.1 |
 KB1050|---------------------------------------------------------------------|
 KB1050
 KB1050                          SUPERSEDED SURVEY CONTROL
 KB1050
 KB1050  NAD 83(1997)-  39 38 53.26280(N)    089 38 30.81963(W) AD(       ) 2
 KB1050  NAD 83(1986)-  39 38 53.27132(N)    089 38 30.80833(W) AD(       ) 2
 KB1050  NAD 27      -  39 38 53.08190(N)    089 38 30.46540(W) AD(       ) 2
 KB1050  NAVD 88 (09/15/03)  184.56   (m)          605.5    (f) LEVELING    3  
 KB1050  NGVD 29 (??/??/92)  184.67   (m)          605.9    (f) COMPUTED    2 0
 KB1050
 KB1050.Superseded values are not recommended for survey control.
 KB1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1050.See file dsdata.txt to determine how the superseded data were derived.
 KB1050
 KB1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7332092040(NAD 83)
 KB1050_MARKER: DE = TRAVERSE STATION DISK
 KB1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1050_STAMPING: BALL 1960
 KB1050_MARK LOGO: CGS   
 KB1050_PROJECTION: FLUSH
 KB1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1050+STABILITY: SURFACE MOTION
 KB1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1050+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 KB1050
 KB1050  HISTORY     - Date     Condition        Report By
 KB1050  HISTORY     - 1960     MONUMENTED       CGS
 KB1050  HISTORY     - 1960     GOOD             CGS
 KB1050  HISTORY     - 1968     GOOD             ILDT
 KB1050  HISTORY     - 1975     GOOD             NGS
 KB1050  HISTORY     - 1976     GOOD             NGS
 KB1050  HISTORY     - 20020819 GOOD             NGS
 KB1050  HISTORY     - 20040119 GOOD             WOOLPT
 KB1050
 KB1050                          STATION DESCRIPTION
 KB1050
 KB1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1050'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF CHATHAM, 2.0
 KB1050'MILES NORTH NORTHEAST OF GLENARM AND 1/4 MILE EAST OF U.S.
 KB1050'HIGHWAY 66.
 KB1050'
 KB1050'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER LAKE
 KB1050'SPRINGFIELD WHICH IS ABOUT 6-1/2 MILES SOUTH OF SPRINGFIELD,
 KB1050'GO SOUTH ON U.S. HIGHWAY 66 FOR 1.65 MILES TO A SIDE ROAD RIGHT
 KB1050'CHATHAM ROAD, CONTINUE SOUTH ON U.S.  HIGHWAY 66 FOR 1.75 MILES
 KB1050'TO A CROSSROADS, TURN LEFT AND GO EAST FOR 0.3 MILE TO THE FARM HOME
 KB1050'OF MR. FRANKLIN PAULIS ON THE LEFT SIDE OF THE ROAD AND THE
 KB1050'STATION ON THE NORTH SIDE OF THE ROAD.
 KB1050'
 KB1050'STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A 12
 KB1050'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 KB1050'OF THE GROUND AND IS STAMPED BALL 1960. THE MARK IS 179.5 FEET EAST
 KB1050'OF THE CENTER OF DRIVEWAY TO FARM HOME, 120.0 FT SOUTHEAST OF
 KB1050'THE SOUTHEAST CORNER OF FARM HOME, 30.1 FEET EAST OF A WITNESS POST,
 KB1050'29.4 FEET EAST OF A POWER LINE POLE AND 19.0 FEET NORTH OF THE
 KB1050'CENTER OF ROAD.
 KB1050'
 KB1050'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB1050'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND AND
 KB1050'IS STAMPED BALL NO 1 1960. THE MARK IS 65.0 FEET EAST OF A WITNESS
 KB1050'POST, 64.5 FEET EAST OF A POWER LINE POLE AND 18.0 FEET NORTH
 KB1050'OF THE CENTER OF ROAD.
 KB1050'
 KB1050'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB1050'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 KB1050'THE GROUND AND IS STAMPED BALL NO 2 1960. THE MARK IS 151.0 FEET EAST
 KB1050'OF THE CENTER OF DRIVEWAY TO FARM HOME, 93.5 FEET SOUTHEAST OF
 KB1050'THE SOUTHEAST CORNER OF FARM HOME, 22.5 FEET NORTH OF THE CENTER OF
 KB1050'ROAD, 1.4 FEET EAST-NORTHEAST OF WITNESS POST AND 1 FOOT EAST OF
 KB1050'A POWER LINE POLE.
 KB1050'
 KB1050'NO AZIMUTH MARK WAS ESTABLISHED BUT THE GLENARM PANHDLE EASTERN
 KB1050'PIPELINE CO. WATER TANK MAY BE USED AS AN AZIMUTH.
 KB1050
 KB1050                          STATION RECOVERY (1960)
 KB1050
 KB1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB1050'5.8 MI NE FROM DIVERNON.
 KB1050'5.5 MILES NORTH ALONG U.S. 66 FROM ITS JUNCTION WITH DIVERNON
 KB1050'ROAD, THENCE 0.35 MILES EAST ALONG AN OILED ROAD, AT A FARM HOUSE
 KB1050'ON THE NORTH SIDE OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE
 KB1050'OF THE ROAD, 180 FEET EAST OF THE CENTER LINE OF THE FARM DRIVE,
 KB1050'31 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 30.2 FEET EAST
 KB1050'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 KB1050'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THIS
 KB1050'MARK MAY ALSO BE REACHED FROM THE JUNCTION OF U.S. 66 AND
 KB1050'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD BY GOING 6.75
 KB1050'MILES SOUTH ALONG U.S. 66 THENCE 0.35 MILES EAST ALONG AN OILED
 KB1050'ROAD.
 KB1050
 KB1050                          STATION RECOVERY (1968)
 KB1050
 KB1050'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1968 (DRR)
 KB1050'BALL 1960 CONDITION GOOD.
 KB1050'
 KB1050'BALL NO 1 1960 CONDITION GOOD.
 KB1050'
 KB1050'BALL NO 2 1960 CONDITION GOOD.
 KB1050'
 KB1050'DESCRIPTION IS CORRECT AND ADEQUATE AS GIVEN.
 KB1050'
 KB1050'AZIMUTHS - SPRINGFIELD ILLINOIS STATE POLICE RADIO MAST HAS BEEN
 KB1050'MOVED SINCE 1960.
 KB1050
 KB1050                          STATION RECOVERY (1975)
 KB1050
 KB1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1050'STATION WAS RECOVERED AS DESCRIBED IN 1960 AND ALL MARKS WERE FOUND
 KB1050'TO BE IN GOOD CONDITION.  SINCE U.S. HIGHWAY 66 IS NOW INTERSTATE
 KB1050'HIGHWAY 55, A NEW TO REACH IS NEEDED.
 KB1050'
 KB1050'TO REACH FROM THE CHATHAM EXIT OF INTERSTATE HIGHWAY 55, GO WEST
 KB1050'AND SOUTH ON FOUR LANE ROAD FOR 1.1 MILE TO A SIDE ROAD RIGHT.
 KB1050'CONTINUE SOUTH ON TWO LANE ROAD ALONG WEST SIDE OF FREEWAY FOR 1.9
 KB1050'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.15 MILE TO A
 KB1050'T-ROAD.  TURN RIGHT AND GO EAST, CROSSING FREEWAY, FOR 0.45 MILE
 KB1050'TO STATION ON THE LEFT.
 KB1050'
 KB1050'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 KB1050'
 KB1050'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 KB1050'OF CHATHAM.
 KB1050
 KB1050                          STATION RECOVERY (1976)
 KB1050
 KB1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1050'RECOVERED IN GOOD CONDITION.
 KB1050
 KB1050                          STATION RECOVERY (2002)
 KB1050
 KB1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BD)
 KB1050'RECOVERED AS DESCRIBED
 KB1050' 
 KB1050'
 KB1050
 KB1050                          STATION RECOVERY (2004)
 KB1050
 KB1050'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 KB1050'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOODCONDITION.
 KB1050' 
 KB1050'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1051 ***********************************************************************
 KB1051  DESIGNATION -  BALL RM 1
 KB1051  PID         -  KB1051
 KB1051  STATE/COUNTY-  IL/SANGAMON
 KB1051  USGS QUAD   -  CHATHAM (1976)
 KB1051
 KB1051                         *CURRENT SURVEY CONTROL
 KB1051  ___________________________________________________________________
 KB1051* NAD 83(1986)-  39 38 53.     (N)    089 38 30.     (W)     SCALED    
 KB1051* NAVD 88     -       184.608  (meters)     605.67   (feet)  ADJUSTED  
 KB1051  ___________________________________________________________________
 KB1051  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KB1051  DYNAMIC HT  -         184.505 (meters)     605.33  (feet)  COMP
 KB1051  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KB1051
 KB1051  VERT ORDER  -  SECOND    CLASS 0
 KB1051
 KB1051.The horizontal coordinates were scaled from a topographic map and have
 KB1051.an estimated accuracy of +/- 6 seconds.
 KB1051
 KB1051.The orthometric height was determined by differential leveling
 KB1051.and adjusted by the National Geodetic Survey in June 1991..
 KB1051
 KB1051.The geoid height was determined by GEOID03.
 KB1051
 KB1051.The dynamic height is computed by dividing the NAVD 88
 KB1051.geopotential number by the normal gravity value computed on the
 KB1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1051.degrees latitude (g = 980.6199 gals.).
 KB1051
 KB1051.The modeled gravity was interpolated from observed gravity values.
 KB1051
 KB1051;                    North         East    Units  Estimated Accuracy
 KB1051;SPC IL W     -   331,050.      745,060.      MT  (+/- 180 meters Scaled)
 KB1051
 KB1051                          SUPERSEDED SURVEY CONTROL
 KB1051
 KB1051  NGVD 29 (??/??/92)  184.722  (m)          606.04   (f) ADJ UNCH    2 0
 KB1051
 KB1051.Superseded values are not recommended for survey control.
 KB1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1051.See file dsdata.txt to determine how the superseded data were derived.
 KB1051
 KB1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ733920(NAD 83)
 KB1051_MARKER: DR = REFERENCE MARK DISK
 KB1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1051_STAMPING: BALL NO 1 1960
 KB1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1051+STABILITY: SURFACE MOTION
 KB1051
 KB1051  HISTORY     - Date     Condition        Report By
 KB1051  HISTORY     - 1960     MONUMENTED       CGS
 KB1051  HISTORY     - 1976     GOOD             NGS
 KB1051
 KB1051                          STATION DESCRIPTION
 KB1051
 KB1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1051'5.8 MI NE FROM DIVERNON.
 KB1051'5.5 MILES NORTH ALONG U.S. 66 FROM ITS JUNCTION WITH DIVERNON
 KB1051'ROAD, THENCE 0.35 MILES EAST ALONG AN OILED ROAD, AT A FARM HOUSE
 KB1051'ON THE NORTH SIDE OF THE ROAD, 21 FEET NORTH OF THE CENTER LINE
 KB1051'OF THE ROAD, 215 FEET EAST OF THE CENTER LINE OF THE FARM DRIVE,
 KB1051'65 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 35.1 FEET EAST
 KB1051'OF BALL TRAVERSE STATION, 65.3 FEET EAST OF A METAL WITNESS POST,
 KB1051'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 KB1051'CONCRETE POST FLUSH WITH THE GROUND.
 KB1051
 KB1051                          STATION RECOVERY (1976)
 KB1051
 KB1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1049 ***********************************************************************
 KB1049  DESIGNATION -  BALL RM 2
 KB1049  PID         -  KB1049
 KB1049  STATE/COUNTY-  IL/SANGAMON
 KB1049  USGS QUAD   -  CHATHAM (1976)
 KB1049
 KB1049                         *CURRENT SURVEY CONTROL
 KB1049  ___________________________________________________________________
 KB1049* NAD 83(1986)-  39 38 53.     (N)    089 38 30.     (W)     SCALED    
 KB1049* NAVD 88     -       184.700  (meters)     605.97   (feet)  ADJUSTED  
 KB1049  ___________________________________________________________________
 KB1049  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KB1049  DYNAMIC HT  -         184.597 (meters)     605.63  (feet)  COMP
 KB1049  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KB1049
 KB1049  VERT ORDER  -  SECOND    CLASS 0
 KB1049
 KB1049.The horizontal coordinates were scaled from a topographic map and have
 KB1049.an estimated accuracy of +/- 6 seconds.
 KB1049
 KB1049.The orthometric height was determined by differential leveling
 KB1049.and adjusted by the National Geodetic Survey in June 1991..
 KB1049
 KB1049.The geoid height was determined by GEOID03.
 KB1049
 KB1049.The dynamic height is computed by dividing the NAVD 88
 KB1049.geopotential number by the normal gravity value computed on the
 KB1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1049.degrees latitude (g = 980.6199 gals.).
 KB1049
 KB1049.The modeled gravity was interpolated from observed gravity values.
 KB1049
 KB1049;                    North         East    Units  Estimated Accuracy
 KB1049;SPC IL W     -   331,050.      745,060.      MT  (+/- 180 meters Scaled)
 KB1049
 KB1049                          SUPERSEDED SURVEY CONTROL
 KB1049
 KB1049  NGVD 29 (??/??/92)  184.814  (m)          606.34   (f) ADJ UNCH    2 0
 KB1049
 KB1049.Superseded values are not recommended for survey control.
 KB1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1049.See file dsdata.txt to determine how the superseded data were derived.
 KB1049
 KB1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ733920(NAD 83)
 KB1049_MARKER: DR = REFERENCE MARK DISK
 KB1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1049_STAMPING: BALL NO 2 1960
 KB1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1049+STABILITY: SURFACE MOTION
 KB1049
 KB1049  HISTORY     - Date     Condition        Report By
 KB1049  HISTORY     - 1960     MONUMENTED       CGS
 KB1049  HISTORY     - 1976     GOOD             NGS
 KB1049
 KB1049                          STATION DESCRIPTION
 KB1049
 KB1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1049'5.8 MI NE FROM DIVERNON.
 KB1049'5.5 MILES NORTH ALONG U.S. 66 FROM ITS JUNCTION WITH DIVERNON
 KB1049'ROAD, THENCE 0.35 MILES EAST ALONG AN OILED ROAD, AT A FARM HOUSE
 KB1049'ON THE NORTH SIDE OF THE ROAD, 24 FEET NORTH OF THE CENTER LINE
 KB1049'OF THE ROAD, 151 FEET EAST OF THE CENTER LINE OF THE FARM DRIVE,
 KB1049'1 FOOT EAST OF A POWER POLE WITH A TRANSFORMER, 28.9 FEET WEST
 KB1049'OF BALL TRAVERSE STATION, 1.5 FEET EAST NORTHEAST OF A METAL
 KB1049'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 KB1049'CONCRETE POST FLUSH WITH THE GROUND.
 KB1049
 KB1049                          STATION RECOVERY (1976)
 KB1049
 KB1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0729 ***********************************************************************
 LC0729  DESIGNATION -  BALLARD
 LC0729  PID         -  LC0729
 LC0729  STATE/COUNTY-  IL/MCLEAN
 LC0729  USGS QUAD   -  CHENOA (1986)
 LC0729
 LC0729                         *CURRENT SURVEY CONTROL
 LC0729  ___________________________________________________________________
 LC0729* NAD 83(1997)-  40 41 50.87834(N)    088 44 42.74009(W)     ADJUSTED  
 LC0729* NAVD 88     -       231.761  (meters)     760.37   (feet)  ADJUSTED  
 LC0729  ___________________________________________________________________
 LC0729  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 LC0729  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC0729  DYNAMIC HT  -         231.657 (meters)     760.03  (feet)  COMP
 LC0729  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 LC0729
 LC0729  HORZ ORDER  -  SECOND
 LC0729  VERT ORDER  -  SECOND    CLASS 0
 LC0729
 LC0729.The horizontal coordinates were established by classical geodetic methods
 LC0729.and adjusted by the National Geodetic Survey in October 1999..
 LC0729
 LC0729.The orthometric height was determined by differential leveling
 LC0729.and adjusted by the National Geodetic Survey in June 1991..
 LC0729
 LC0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0729
 LC0729.The geoid height was determined by GEOID03.
 LC0729
 LC0729.The dynamic height is computed by dividing the NAVD 88
 LC0729.geopotential number by the normal gravity value computed on the
 LC0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0729.degrees latitude (g = 980.6199 gals.).
 LC0729
 LC0729.The modeled gravity was interpolated from observed gravity values.
 LC0729
 LC0729;                    North         East     Units Scale Factor Converg.
 LC0729;SPC IL E     -   447,527.546   265,189.914   MT  0.99998991   -0 16 06.9
 LC0729;SPC IL E     - 1,468,263.29    870,043.91   sFT  0.99998991   -0 16 06.9
 LC0729;UTM  16      - 4,506,638.338   352,553.017   MT  0.99986760   -1 08 17.5
 LC0729
 LC0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0729!SPC IL E     -   0.99996868  x   0.99998991  =   0.99995859
 LC0729!UTM  16      -   0.99996868  x   0.99986760  =   0.99983628
 LC0729
 LC0729:                Primary Azimuth Mark                     Grid Az
 LC0729:SPC IL E     -  CHENOA MUNICIPAL TANK                    024 28 32.4
 LC0729:UTM  16      -  CHENOA MUNICIPAL TANK                    025 20 43.0
 LC0729
 LC0729|---------------------------------------------------------------------|
 LC0729| PID    Reference Object                     Distance      Geod. Az  |
 LC0729|                                                           dddmmss.s |
 LC0729| LC1841 CHENOA MUNICIPAL TANK               APPROX. 5.6 KM 0241225.5 |
 LC0729| LC0730 BALLARD RM 1                         14.083 METERS 02520     |
 LC0729| CI6675 BALLARD AZ MK                                      0871250.4 |
 LC0729| LC0728 BALLARD RM 2                         12.318 METERS 26758     |
 LC0729|---------------------------------------------------------------------|
 LC0729
 LC0729                          SUPERSEDED SURVEY CONTROL
 LC0729
 LC0729  NAD 83(1986)-  40 41 50.89291(N)    088 44 42.74762(W) AD(       ) 2
 LC0729  NAD 27      -  40 41 50.76730(N)    088 44 42.51450(W) AD(       ) 2
 LC0729  NGVD 29 (??/??/92)  231.812  (m)          760.54   (f) ADJ UNCH    2 0
 LC0729
 LC0729.Superseded values are not recommended for survey control.
 LC0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0729.See file dsdata.txt to determine how the superseded data were derived.
 LC0729
 LC0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5255306638(NAD 83)
 LC0729_MARKER: DE = TRAVERSE STATION DISK
 LC0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0729_STAMPING: BALLARD 1960
 LC0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0729+STABILITY: SURFACE MOTION
 LC0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0729+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 LC0729
 LC0729  HISTORY     - Date     Condition        Report By
 LC0729  HISTORY     - 1960     MONUMENTED       CGS
 LC0729  HISTORY     - 1961     GOOD             NGS
 LC0729  HISTORY     - 20060608 GOOD             FARNGP
 LC0729
 LC0729                          STATION DESCRIPTION
 LC0729
 LC0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC0729'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF LEXINGTON,
 LC0729'3 MILES SOUTH-SOUTHWEST OF CHENOA, 1/2 MILE EAST OF U.S.
 LC0729'HIGHWAY 66 AND ON THE ROAD RIGHT-OF-WAY.
 LC0729'
 LC0729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 LC0729'AND LEXINGTON ROAD AT THE WEST EDGE OF LEXINGTON, GO NORTHEAST
 LC0729'ON U.S. HIGHWAY 66 FOR 3.35 MILES TO A CROSSROAD, CONTINUE
 LC0729'NORTHEAST ON HIGHWAY 66 FOR 0.55 MILE TO A GRAIN ELEVATOR
 LC0729'ON THE RIGHT, CONTINUE NORTHEAST ON HIGHWAY 66 FOR 0.6 MILE
 LC0729'TO A CROSSROAD, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 LC0729'0.25 MILE TO THE STATION ON THE RIGHT SIDE OF ROAD.
 LC0729'
 LC0729'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12-INCH
 LC0729'SQUARE CONCRETE POST WHICH PROJECTS 1-INCH AND IS STAMPED
 LC0729'BALLARD 1960.  THE MARK IS 69 FEET SOUTHWEST OF A TELEPHONE
 LC0729'POLE, 23 FEET SOUTH OF THE CENTER OF ROAD, 7.2 FEET EAST-NORTHEAST
 LC0729'OF A WITNESS POST AND 4.5 FEET NORTH OF A FENCE.
 LC0729'
 LC0729'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 LC0729'12-INCH SQUARE CONCRETE POST WHICH PROJECTS 1-INCH AND IS
 LC0729'STAMPED BALLARD NO 1 1960.  THE MARK IS 52.5 FEET SOUTHWEST
 LC0729'OF A WITNESS POST, 33 FEET WEST OF A TELEPHONE POLE, 19 FEET
 LC0729'NORTH OF THE CENTER OF A ROAD AND 3 FEET SOUTH OF THE SOUTH
 LC0729'EDGE OF A FIELD.
 LC0729'
 LC0729'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 LC0729'12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2-INCHES AND IS
 LC0729'STAMPED BALLARD NO 2 1960.  THE MARK IS 34.5 FEET WEST OF A
 LC0729'WITNESS POST, 24 FEET SOUTH OF THE CENTER OF A ROAD AND
 LC0729'3.5 FEET NORTH OF A FENCE.
 LC0729'
 LC0729'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH
 LC0729'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC0729'OF THE GROUND AND IS STAMPED BALLARD 1960.  THE MARK IS 22
 LC0729'FEET NORTH OF THE CENTER OF A ROAD, 2.5 FEET WEST OF A TELEPHONE
 LC0729'POLE AND 2 FEET WEST OF A WITNESS POST.
 LC0729'
 LC0729'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 LC0729'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT SIDE OF ROAD.
 LC0729'
 LC0729'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 74.10 FEET
 LC0729'OR 22.585 METERS.
 LC0729
 LC0729                          STATION RECOVERY (1961)
 LC0729
 LC0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0729'3.5 MI SW FROM CHENOA.
 LC0729'ABOUT 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0729'WITH U.S. HIGHWAY 24 IN THE SOUTHWEST PART OF CHENOA, THENCE
 LC0729'0.3 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.10 MILE EAST OF A
 LC0729'FARM HOUSE SOUTH OF THE ROAD, 23 FEET SOUTH OF THE CENTER LINE
 LC0729'OF THE ROAD, 4.5 FEET NORTH OF A FENCE, 70 FEET SOUTHWEST OF THE
 LC0729'THIRD TELEPHONE POLE EAST OF THE HOUSE, 7.2 FEET NORTHEAST OF A
 LC0729'METAL WITNESS POST, 0.5 FOOT BELOW THE LEVEL OF THE ROAD, AND
 LC0729'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LC0729
 LC0729                          STATION RECOVERY (2006)
 LC0729
 LC0729'RECOVERY NOTE BY FARNSWORTH GROUP 2006 (KDV)
 LC0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0730 ***********************************************************************
 LC0730  DESIGNATION -  BALLARD RM 1
 LC0730  PID         -  LC0730
 LC0730  STATE/COUNTY-  IL/MCLEAN
 LC0730  USGS QUAD   -  CHENOA (1986)
 LC0730
 LC0730                         *CURRENT SURVEY CONTROL
 LC0730  ___________________________________________________________________
 LC0730* NAD 83(1986)-  40 41 50.     (N)    088 44 42.     (W)     SCALED    
 LC0730* NAVD 88     -       231.614  (meters)     759.89   (feet)  ADJUSTED  
 LC0730  ___________________________________________________________________
 LC0730  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC0730  DYNAMIC HT  -         231.511 (meters)     759.55  (feet)  COMP
 LC0730  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 LC0730
 LC0730  VERT ORDER  -  SECOND    CLASS 0
 LC0730
 LC0730.The horizontal coordinates were scaled from a topographic map and have
 LC0730.an estimated accuracy of +/- 6 seconds.
 LC0730
 LC0730.The orthometric height was determined by differential leveling
 LC0730.and adjusted by the National Geodetic Survey in June 1991..
 LC0730
 LC0730.The geoid height was determined by GEOID03.
 LC0730
 LC0730.The dynamic height is computed by dividing the NAVD 88
 LC0730.geopotential number by the normal gravity value computed on the
 LC0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0730.degrees latitude (g = 980.6199 gals.).
 LC0730
 LC0730.The modeled gravity was interpolated from observed gravity values.
 LC0730
 LC0730;                    North         East    Units  Estimated Accuracy
 LC0730;SPC IL E     -   447,500.      265,210.      MT  (+/- 180 meters Scaled)
 LC0730
 LC0730                          SUPERSEDED SURVEY CONTROL
 LC0730
 LC0730  NGVD 29 (??/??/92)  231.665  (m)          760.05   (f) ADJ UNCH    2 0
 LC0730
 LC0730.Superseded values are not recommended for survey control.
 LC0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0730.See file dsdata.txt to determine how the superseded data were derived.
 LC0730
 LC0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL525066(NAD 83)
 LC0730_MARKER: DR = REFERENCE MARK DISK
 LC0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0730_STAMPING: BALLARD NO 1 1960
 LC0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0730+STABILITY: SURFACE MOTION
 LC0730
 LC0730  HISTORY     - Date     Condition        Report By
 LC0730  HISTORY     - 1960     MONUMENTED       CGS
 LC0730  HISTORY     - 1961     GOOD             NGS
 LC0730
 LC0730                          STATION DESCRIPTION
 LC0730
 LC0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0730'3.5 MI SW FROM CHENOA.
 LC0730'ABOUT 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0730'WITH U.S. HIGHWAY 24 IN THE SOUTHWEST PART OF CHENOA, THENCE 0.3
 LC0730'MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.10 MILE EAST OF A FARM
 LC0730'HOUSE SOUTH OF THE ROAD, 19 FEET NORTH OF THE CENTER LINE OF THE
 LC0730'ROAD, 33 FEET WEST OF THE THIRD TELEPHONE POLE EAST OF THE FARM
 LC0730'HOUSE, 46.2 FEET NORTHEAST OF TRAVERSE STATION BALLARD, 52.3
 LC0730'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 0.05 FOOT BELOW
 LC0730'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LC0730'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0728 ***********************************************************************
 LC0728  DESIGNATION -  BALLARD RM 2
 LC0728  PID         -  LC0728
 LC0728  STATE/COUNTY-  IL/MCLEAN
 LC0728  USGS QUAD   -  CHENOA (1986)
 LC0728
 LC0728                         *CURRENT SURVEY CONTROL
 LC0728  ___________________________________________________________________
 LC0728* NAD 83(1986)-  40 41 50.     (N)    088 44 42.     (W)     SCALED    
 LC0728* NAVD 88     -       231.828  (meters)     760.59   (feet)  ADJUSTED  
 LC0728  ___________________________________________________________________
 LC0728  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC0728  DYNAMIC HT  -         231.724 (meters)     760.25  (feet)  COMP
 LC0728  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 LC0728
 LC0728  VERT ORDER  -  SECOND    CLASS 0
 LC0728
 LC0728.The horizontal coordinates were scaled from a topographic map and have
 LC0728.an estimated accuracy of +/- 6 seconds.
 LC0728
 LC0728.The orthometric height was determined by differential leveling
 LC0728.and adjusted by the National Geodetic Survey in June 1991..
 LC0728
 LC0728.The geoid height was determined by GEOID03.
 LC0728
 LC0728.The dynamic height is computed by dividing the NAVD 88
 LC0728.geopotential number by the normal gravity value computed on the
 LC0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0728.degrees latitude (g = 980.6199 gals.).
 LC0728
 LC0728.The modeled gravity was interpolated from observed gravity values.
 LC0728
 LC0728;                    North         East    Units  Estimated Accuracy
 LC0728;SPC IL E     -   447,500.      265,210.      MT  (+/- 180 meters Scaled)
 LC0728
 LC0728                          SUPERSEDED SURVEY CONTROL
 LC0728
 LC0728  NGVD 29 (??/??/92)  231.879  (m)          760.76   (f) ADJ UNCH    2 0
 LC0728
 LC0728.Superseded values are not recommended for survey control.
 LC0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0728.See file dsdata.txt to determine how the superseded data were derived.
 LC0728
 LC0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL525066(NAD 83)
 LC0728_MARKER: DR = REFERENCE MARK DISK
 LC0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0728_STAMPING: BALLARD NO 2 1960
 LC0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0728+STABILITY: SURFACE MOTION
 LC0728
 LC0728  HISTORY     - Date     Condition        Report By
 LC0728  HISTORY     - 1960     MONUMENTED       CGS
 LC0728  HISTORY     - 1961     GOOD             NGS
 LC0728  HISTORY     - 19850104 MARK NOT FOUND   USPSQD
 LC0728
 LC0728                          STATION DESCRIPTION
 LC0728
 LC0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0728'3.5 MI SW FROM CHENOA.
 LC0728'ABOUT 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE
 LC0728'JUNCTION OF U.S. 66 AND U.S. 24 IN THE SOUTHWEST PART OF CHENOA,
 LC0728'THENCE 0.3 MILES EAST ALONG A GRAVEL ROAD ABOUT 0.10 MILE EAST
 LC0728'OF A FARM HOUSE ON THE SOUTH SIDE OF THE ROAD, 23 FEET SOUTH
 LC0728'OF THE CENTER LINE OF THE ROAD, 3.5 FEET NORTH OF THE FENCE,
 LC0728'104 FEET WEST SOUTHWEST OF THE THIRD TELEPHONE POLE EAST OF THE
 LC0728'HOUSE, 40.4 FEET WEST OF TRAVERSE STATION BALLARD, 34.5 FEET
 LC0728'WEST OF A METAL WITNESS POST, ABOUT 0.5 FEET BELOW THE LEVEL
 LC0728'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0728'1 INCH.
 LC0728
 LC0728                          STATION RECOVERY (1985)
 LC0728
 LC0728'RECOVERY NOTE BY US POWER SQUADRON 1985 (AER)
 LC0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3082 ***********************************************************************
 AJ3082  DESIGNATION -  BANNOCKBURN
 AJ3082  PID         -  AJ3082
 AJ3082  STATE/COUNTY-  IL/LAKE
 AJ3082  USGS QUAD   -  HIGHLAND PARK (1993)
 AJ3082
 AJ3082                         *CURRENT SURVEY CONTROL
 AJ3082  ___________________________________________________________________
 AJ3082* NAD 83(1997)-  42 11 36.80203(N)    087 51 58.49045(W)     ADJUSTED  
 AJ3082* NAVD 88     -       208.2    (meters)     683.     (feet)  GPS OBS   
 AJ3082  ___________________________________________________________________
 AJ3082  X           -     176,210.357 (meters)                     COMP
 AJ3082  Y           -  -4,729,433.807 (meters)                     COMP
 AJ3082  Z           -   4,261,673.643 (meters)                     COMP
 AJ3082  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ3082  ELLIP HEIGHT-         174.29  (meters)          (02/03/05) GPS OBS
 AJ3082  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AJ3082
 AJ3082  HORZ ORDER  -  FIRST
 AJ3082  ELLP ORDER  -  FOURTH    CLASS II
 AJ3082
 AJ3082.The horizontal coordinates were established by GPS observations
 AJ3082.and adjusted by the National Geodetic Survey in April 2001..
 AJ3082
 AJ3082.The orthometric height was determined by GPS observations and a
 AJ3082.high-resolution geoid model.
 AJ3082
 AJ3082.Photographs are available for this station.
 AJ3082
 AJ3082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3082
 AJ3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3082
 AJ3082.The ellipsoidal height was determined by GPS observations
 AJ3082.and is referenced to NAD 83.
 AJ3082
 AJ3082.The geoid height was determined by GEOID03.
 AJ3082
 AJ3082;                    North         East     Units Scale Factor Converg.
 AJ3082;SPC IL E     -   613,706.969   338,580.012   MT  0.99999331   +0 18 49.4
 AJ3082;SPC IL E     - 2,013,470.28  1,110,824.59   sFT  0.99999331   +0 18 49.4
 AJ3082;UTM  16      - 4,671,630.054   428,477.001   MT  0.99966294   -0 34 54.6
 AJ3082
 AJ3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3082!SPC IL E     -   0.99997267  x   0.99999331  =   0.99996598
 AJ3082!UTM  16      -   0.99997267  x   0.99966294  =   0.99963561
 AJ3082
 AJ3082|---------------------------------------------------------------------|
 AJ3082| PID    Reference Object                     Distance      Geod. Az  |
 AJ3082|                                                           dddmmss.s |
 AJ3082| AJ3084 BANNOCKBURN RM                      131.725 METERS 32538     |
 AJ3082|---------------------------------------------------------------------|
 AJ3082
 AJ3082                          SUPERSEDED SURVEY CONTROL
 AJ3082
 AJ3082  ELLIP H (04/24/01)  174.29   (m)                       GP(       ) 4 1
 AJ3082
 AJ3082.Superseded values are not recommended for survey control.
 AJ3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3082.See file dsdata.txt to determine how the superseded data were derived.
 AJ3082
 AJ3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2847771630(NAD 83)
 AJ3082_MARKER: I = METAL ROD
 AJ3082_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3082+WITH SETTING: INFORMATION.
 AJ3082_STAMPING: BANNOCKBURN
 AJ3082_MARK LOGO: IL0504
 AJ3082_PROJECTION: FLUSH
 AJ3082_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3082+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 AJ3082_ROD/PIPE-DEPTH:  2.4 meters
 AJ3082_SLEEVE-DEPTH  :  0.9 meters
 AJ3082
 AJ3082  HISTORY     - Date     Condition        Report By
 AJ3082  HISTORY     - 20000727 MONUMENTED       SECI
 AJ3082
 AJ3082                          STATION DESCRIPTION
 AJ3082
 AJ3082'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3082'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF BANNOCKBURN IN
 AJ3082'SECTION 20, T43N, R12E.  TO REACH FROM THE JUNCTION OF IL RT 22 (HALF
 AJ3082'DAY RD) AND TELEGRAPH RD PROCEED SOUTHEAST ON TELEGRAPH RD 0.5
 AJ3082'MI TO THE STATION LOCATED IN FRONT OF THE BANNOCKBURN VILLAGE
 AJ3082'HALL.  STATION IS 63 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AJ3082'VILLAGE HALL.  STATION IS 71.5 FT EAST A UTILITY BOX LOCATED ALONG
 AJ3082'TELEGRAPH RD, 70 FT SOUTHEAST OF THE SOUTHERN FLAG POLE, 56 FT
 AJ3082'SOUTHEAST OF A LIGHT POLE, 53 FT NORTHEAST A SANITARY MANHOLE, 44
 AJ3082'FT SOUTH OF BACK OF CURB OF  SOUTHERN ENTRANCE TO THE VILLAGE
 AJ3082'HALL, 10 FT NORTHEAST THE BIKE PATH CENTERLINE, 7.2 FT NORTHEAST OF
 AJ3082'THE EDGE OF THE BIKE PATH, AND 71.5 FT EAST OF AN ORANGE FIBERGLASS
 AJ3082'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ3082'CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  THE ROD WAS DRIVEN TO
 AJ3082'REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3082'(WB)
 AJ3082' 
 AJ3082' 
 AJ3082' 
 AJ3082'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3084 ***********************************************************************
 AJ3084  DESIGNATION -  BANNOCKBURN RM
 AJ3084  PID         -  AJ3084
 AJ3084  STATE/COUNTY-  IL/LAKE
 AJ3084  USGS QUAD   -  HIGHLAND PARK (1993)
 AJ3084
 AJ3084                         *CURRENT SURVEY CONTROL
 AJ3084  ___________________________________________________________________
 AJ3084* NAD 83(1997)-  42 11 40.32611(N)    087 52 01.73105(W)     ADJUSTED  
 AJ3084* NAVD 88     -       208.4    (meters)     684.     (feet)  GPS OBS   
 AJ3084  ___________________________________________________________________
 AJ3084  X           -     176,133.340 (meters)                     COMP
 AJ3084  Y           -  -4,729,363.704 (meters)                     COMP
 AJ3084  Z           -   4,261,754.305 (meters)                     COMP
 AJ3084  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ3084  ELLIP HEIGHT-         174.44  (meters)          (02/03/05) GPS OBS
 AJ3084  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AJ3084
 AJ3084  HORZ ORDER  -  FIRST
 AJ3084  ELLP ORDER  -  FOURTH    CLASS II
 AJ3084
 AJ3084.The horizontal coordinates were established by GPS observations
 AJ3084.and adjusted by the National Geodetic Survey in April 2001..
 AJ3084
 AJ3084.The orthometric height was determined by GPS observations and a
 AJ3084.high-resolution geoid model.
 AJ3084
 AJ3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3084
 AJ3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3084
 AJ3084.The ellipsoidal height was determined by GPS observations
 AJ3084.and is referenced to NAD 83.
 AJ3084
 AJ3084.The geoid height was determined by GEOID03.
 AJ3084
 AJ3084;                    North         East     Units Scale Factor Converg.
 AJ3084;SPC IL E     -   613,815.295   338,505.066   MT  0.99999324   +0 18 47.2
 AJ3084;SPC IL E     - 2,013,825.68  1,110,578.70   sFT  0.99999324   +0 18 47.2
 AJ3084;UTM  16      - 4,671,739.501   428,403.782   MT  0.99966307   -0 34 56.8
 AJ3084
 AJ3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3084!SPC IL E     -   0.99997264  x   0.99999324  =   0.99996588
 AJ3084!UTM  16      -   0.99997264  x   0.99966307  =   0.99963572
 AJ3084
 AJ3084|---------------------------------------------------------------------|
 AJ3084| PID    Reference Object                     Distance      Geod. Az  |
 AJ3084|                                                           dddmmss.s |
 AJ3084| AJ3082 BANNOCKBURN                         131.725 METERS 14538     |
 AJ3084|---------------------------------------------------------------------|
 AJ3084
 AJ3084                          SUPERSEDED SURVEY CONTROL
 AJ3084
 AJ3084  ELLIP H (04/24/01)  174.43   (m)                       GP(       ) 4 1
 AJ3084
 AJ3084.Superseded values are not recommended for survey control.
 AJ3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3084.See file dsdata.txt to determine how the superseded data were derived.
 AJ3084
 AJ3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2840471740(NAD 83)
 AJ3084_MARKER: I = METAL ROD
 AJ3084_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3084+WITH SETTING: INFORMATION.
 AJ3084_MARK LOGO: IL0504
 AJ3084_PROJECTION: FLUSH
 AJ3084_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ3084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3084+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 AJ3084_ROD/PIPE-DEPTH:  0.9 meters
 AJ3084
 AJ3084  HISTORY     - Date     Condition        Report By
 AJ3084  HISTORY     - 20000727 MONUMENTED       SECI
 AJ3084
 AJ3084                          STATION DESCRIPTION
 AJ3084
 AJ3084'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3084'THIS POINT WILL NOT BE INCLUDED IN THE SUBMITTAL, IT IS AN AZIMUTH
 AJ3084'MARK SET AS A 1 1/4 INCH BY 30 INCH REBAR, WITH A DRILLED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1103 ***********************************************************************
 MF1103  DESIGNATION -  BARN
 MF1103  PID         -  MF1103
 MF1103  STATE/COUNTY-  IL/HENRY
 MF1103  USGS QUAD   -  ANNAWAN (1983)
 MF1103
 MF1103                         *CURRENT SURVEY CONTROL
 MF1103  ___________________________________________________________________
 MF1103* NAD 83(1997)-  41 23 15.44854(N)    089 59 18.18694(W)     ADJUSTED  
 MF1103* NAVD 88     -       224.687  (meters)     737.16   (feet)  ADJUSTED  
 MF1103  ___________________________________________________________________
 MF1103  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 MF1103  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1103  DYNAMIC HT  -         224.597 (meters)     736.87  (feet)  COMP
 MF1103  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MF1103
 MF1103  HORZ ORDER  -  SECOND
 MF1103  VERT ORDER  -  SECOND    CLASS 0
 MF1103
 MF1103.The horizontal coordinates were established by classical geodetic methods
 MF1103.and adjusted by the National Geodetic Survey in October 1999..
 MF1103
 MF1103.The orthometric height was determined by differential leveling
 MF1103.and adjusted by the National Geodetic Survey in June 1991..
 MF1103
 MF1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1103
 MF1103.The geoid height was determined by GEOID03.
 MF1103
 MF1103.The dynamic height is computed by dividing the NAVD 88
 MF1103.geopotential number by the normal gravity value computed on the
 MF1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1103.degrees latitude (g = 980.6199 gals.).
 MF1103
 MF1103.The modeled gravity was interpolated from observed gravity values.
 MF1103
 MF1103;                    North         East     Units Scale Factor Converg.
 MF1103;SPC IL W     -   524,087.011   714,910.644   MT  0.99994391   +0 07 04.3
 MF1103;SPC IL W     - 1,719,442.14  2,345,502.67   sFT  0.99994391   +0 07 04.3
 MF1103;UTM  16      - 4,586,098.732   250,135.954   MT  1.00036840   -1 58 36.4
 MF1103;UTM  15      - 4,586,166.038   751,806.529   MT  1.00038040   +1 59 31.8
 MF1103
 MF1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1103!SPC IL W     -   0.99996993  x   0.99994391  =   0.99991384
 MF1103!UTM  16      -   0.99996993  x   1.00036840  =   1.00033832
 MF1103!UTM  15      -   0.99996993  x   1.00038040  =   1.00035032
 MF1103
 MF1103:                Primary Azimuth Mark                     Grid Az
 MF1103:SPC IL W     -  ANNAWAN MUNICIPAL TANK                   079 04 49.5
 MF1103:UTM  16      -  ANNAWAN MUNICIPAL TANK                   081 10 30.2
 MF1103:UTM  15      -  ANNAWAN MUNICIPAL TANK                   077 12 22.0
 MF1103
 MF1103|---------------------------------------------------------------------|
 MF1103| PID    Reference Object                     Distance      Geod. Az  |
 MF1103|                                                           dddmmss.s |
 MF1103| MF1711 ANNAWAN MUNICIPAL TANK              APPROX. 6.9 KM 0791153.8 |
 MF1103| CI6676 BARN RM 1                            29.861 METERS 11031     |
 MF1103| CI6677 BARN RM 2                            31.327 METERS 33704     |
 MF1103|---------------------------------------------------------------------|
 MF1103
 MF1103                          SUPERSEDED SURVEY CONTROL
 MF1103
 MF1103  NAD 83(1997)-  41 23 15.44881(N)    089 59 18.18689(W) AD(       ) 2
 MF1103  NAD 83(1986)-  41 23 15.45493(N)    089 59 18.19753(W) AD(       ) 2
 MF1103  NAD 27      -  41 23 15.32560(N)    089 59 17.79150(W) AD(       ) 2
 MF1103  NGVD 29 (??/??/92)  224.753  (m)          737.38   (f) ADJ UNCH    2 0
 MF1103
 MF1103.Superseded values are not recommended for survey control.
 MF1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1103.See file dsdata.txt to determine how the superseded data were derived.
 MF1103
 MF1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5013686099(NAD 83)
 MF1103_MARKER: DS = TRIANGULATION STATION DISK
 MF1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1103_STAMPING: BARN 1958
 MF1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1103+STABILITY: SURFACE MOTION
 MF1103
 MF1103  HISTORY     - Date     Condition        Report By
 MF1103  HISTORY     - 1959     MONUMENTED       CGS
 MF1103  HISTORY     - 1959     GOOD             NGS
 MF1103  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 MF1103  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 MF1103  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MF1103
 MF1103                          STATION DESCRIPTION
 MF1103
 MF1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1103'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-SOUTHWEST OF ANNAWAN
 MF1103'AND 2.5 MILES SOUTHEAST OF ATKINSON.
 MF1103'
 MF1103'TO REACH THE STATION FROM THE JUNCTION OF STATE AND HENRY
 MF1103'STREETS IN ATKINSON, GO EAST ON U.S. HIGHWAY 6 FOR 1.5 MILES
 MF1103'TO THE MIDLAND ELECTRIC COAL CORP. ON THE LEFT, CONTINUE
 MF1103'STRAIGHT AHEAD FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 MF1103'SOUTH, ON DIRT ROAD FOR 2.05 MILES TO A SIDE ROAD RIGHT, TURN
 MF1103'RIGHT, WEST, UPHILL FOR 0.4 MILE TO TWO RED BARNS ON THE LEFT
 MF1103'AND THE STATION IN THE FIELD WEST OF THE BARNS.
 MF1103'
 MF1103'STATION MARK, A STANDARD DISK STAMPED BARN 1958, IS SET IN
 MF1103'A 10 INCH SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE
 MF1103'SURFACE OF THE GROUND.  THE MARK IS 57.5 FEET WEST-SOUTHWEST
 MF1103'OF THE WEST GATE POST, 41 FEET SOUTH OF THE APPROXIMATE
 MF1103'CENTER OF THE GRAVEL ROAD, 17.7 FEET SOUTH OF A POWER POLE WITH
 MF1103'A SMALL GUY WIRE AND 13.7 FEET SOUTH-SOUTHEAST OF A WITNESS
 MF1103'POST.
 MF1103'
 MF1103'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BARN NO. 1
 MF1103'1958, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MF1103'3 INCHES.  THE MARK IS 25 FEET SOUTH OF THE APPROXIMATE CENTER
 MF1103'OF THE GRAVEL ROAD, 21 FEET NORTH OF A FENCE LINE AND 3 FEET
 MF1103'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE CORN CRIB.
 MF1103'
 MF1103'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BARN NO. 2
 MF1103'1958, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MF1103'4 INCHES.  THE MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF
 MF1103'THE GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.
 MF1103'
 MF1103'NOTE--NO AZIMUTH MARK WAS SET TO THIS STATION.
 MF1103
 MF1103                          STATION RECOVERY (1959)
 MF1103
 MF1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF1103'3.5 MI SE FROM ATKINSON.
 MF1103'ABOUT 1.7 MILES SOUTH ALONG A BLACKTOP ROAD FROM THE ATKINSON
 MF1103'HIGH SCHOOL AT ATKINSON, THENCE 1.8 MILES EAST ALONG A GRAVEL
 MF1103'ROAD, NEAR A RED BARN SOUTH OF THE ROAD, 41.0 FEET SOUTH OF THE
 MF1103'CENTER LINE OF THE ROAD, 101.1 FEET WEST OF THE NORTHWEST
 MF1103'CORNER OF THE RED BARN, 12 FEET SOUTH OF FENCE LINE, 179 FEET
 MF1103'SOUTH OF A POWER POLE, 13.7 FEET SOUTH OF A METAL WITNESS POST,
 MF1103'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 MF1103'CONCRETE POST 14 INCHES UNDERGROUND.
 MF1103
 MF1103                          STATION RECOVERY (1996)
 MF1103
 MF1103'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1103'MARK NOT FOUND.
 MF1103
 MF1103                          STATION RECOVERY (2001)
 MF1103
 MF1103'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1103'MARK NOT FOUND.
 MF1103
 MF1103                          STATION RECOVERY (2004)
 MF1103
 MF1103'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1102 ***********************************************************************
 MF1102  DESIGNATION -  BARN RM 1
 MF1102  PID         -  MF1102
 MF1102  STATE/COUNTY-  IL/HENRY
 MF1102  USGS QUAD   -  ANNAWAN (1983)
 MF1102
 MF1102                         *CURRENT SURVEY CONTROL
 MF1102  ___________________________________________________________________
 MF1102* NAD 83(1986)-  41 23 15.     (N)    089 59 17.     (W)     SCALED    
 MF1102* NAVD 88     -       224.270  (meters)     735.79   (feet)  ADJUSTED  
 MF1102  ___________________________________________________________________
 MF1102  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1102  DYNAMIC HT  -         224.181 (meters)     735.50  (feet)  COMP
 MF1102  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MF1102
 MF1102  VERT ORDER  -  SECOND    CLASS 0
 MF1102
 MF1102.The horizontal coordinates were scaled from a topographic map and have
 MF1102.an estimated accuracy of +/- 6 seconds.
 MF1102
 MF1102.The orthometric height was determined by differential leveling
 MF1102.and adjusted by the National Geodetic Survey in June 1991..
 MF1102
 MF1102.The geoid height was determined by GEOID03.
 MF1102
 MF1102.The dynamic height is computed by dividing the NAVD 88
 MF1102.geopotential number by the normal gravity value computed on the
 MF1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1102.degrees latitude (g = 980.6199 gals.).
 MF1102
 MF1102.The modeled gravity was interpolated from observed gravity values.
 MF1102
 MF1102;                    North         East    Units  Estimated Accuracy
 MF1102;SPC IL W     -   524,070.      714,940.      MT  (+/- 180 meters Scaled)
 MF1102
 MF1102                          SUPERSEDED SURVEY CONTROL
 MF1102
 MF1102  NGVD 29 (??/??/92)  224.336  (m)          736.01   (f) ADJ UNCH    2 0
 MF1102
 MF1102.Superseded values are not recommended for survey control.
 MF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1102.See file dsdata.txt to determine how the superseded data were derived.
 MF1102
 MF1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL501860(NAD 83)
 MF1102_MARKER: DR = REFERENCE MARK DISK
 MF1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1102_STAMPING: BARN NO 1 1958
 MF1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1102+STABILITY: SURFACE MOTION
 MF1102
 MF1102  HISTORY     - Date     Condition        Report By
 MF1102  HISTORY     - 1958     MONUMENTED       CGS
 MF1102  HISTORY     - 1959     GOOD             NGS
 MF1102  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 MF1102  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 MF1102  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MF1102
 MF1102                          STATION DESCRIPTION
 MF1102
 MF1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1102'3.5 MI SE FROM ATKINSON.
 MF1102'ABOUT 1.7 MILES SOUTH ALONG A BLACKTOP ROAD FROM THE ATKINSON
 MF1102'HIGH SCHOOL AT ATKINSON,THENCE 1.8 MILES EAST ALONG A GRAVEL
 MF1102'ROAD, NEAR A RED BARN SOUTH OF THE ROAD, 23.8 FEET SOUTH
 MF1102'OF THE CENTER LINE OF THE ROAD, 3.2 FEET SOUTHWEST OF THE
 MF1102'NORTHWEST CORNER OF THE RED BARN, 101.8 FEET EAST OF A POWER
 MF1102'POLE, 2.5 FEET WEST OF THE WEST EDGE OF THE RED BARN, 98.2 FEET
 MF1102'EAST OF TRIANGULATION STATION BARN, 100.0 FEET EAST OF A METAL
 MF1102'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET
 MF1102'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MF1102
 MF1102                          STATION RECOVERY (1996)
 MF1102
 MF1102'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1102'MARK NOT FOUND.
 MF1102
 MF1102                          STATION RECOVERY (2001)
 MF1102
 MF1102'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1102'MARK NOT FOUND.
 MF1102
 MF1102                          STATION RECOVERY (2004)
 MF1102
 MF1102'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1104 ***********************************************************************
 MF1104  DESIGNATION -  BARN RM 2
 MF1104  PID         -  MF1104
 MF1104  STATE/COUNTY-  IL/HENRY
 MF1104  USGS QUAD   -  ANNAWAN (1983)
 MF1104
 MF1104                         *CURRENT SURVEY CONTROL
 MF1104  ___________________________________________________________________
 MF1104* NAD 83(1986)-  41 23 15.     (N)    089 59 17.     (W)     SCALED    
 MF1104* NAVD 88     -       224.149  (meters)     735.40   (feet)  ADJUSTED  
 MF1104  ___________________________________________________________________
 MF1104  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1104  DYNAMIC HT  -         224.060 (meters)     735.10  (feet)  COMP
 MF1104  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MF1104
 MF1104  VERT ORDER  -  SECOND    CLASS 0
 MF1104
 MF1104.The horizontal coordinates were scaled from a topographic map and have
 MF1104.an estimated accuracy of +/- 6 seconds.
 MF1104
 MF1104.The orthometric height was determined by differential leveling
 MF1104.and adjusted by the National Geodetic Survey in June 1991..
 MF1104
 MF1104.The geoid height was determined by GEOID03.
 MF1104
 MF1104.The dynamic height is computed by dividing the NAVD 88
 MF1104.geopotential number by the normal gravity value computed on the
 MF1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1104.degrees latitude (g = 980.6199 gals.).
 MF1104
 MF1104.The modeled gravity was interpolated from observed gravity values.
 MF1104
 MF1104;                    North         East    Units  Estimated Accuracy
 MF1104;SPC IL W     -   524,070.      714,940.      MT  (+/- 180 meters Scaled)
 MF1104
 MF1104                          SUPERSEDED SURVEY CONTROL
 MF1104
 MF1104  NGVD 29 (??/??/92)  224.216  (m)          735.62   (f) ADJ UNCH    2 0
 MF1104
 MF1104.Superseded values are not recommended for survey control.
 MF1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1104.See file dsdata.txt to determine how the superseded data were derived.
 MF1104
 MF1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL501860(NAD 83)
 MF1104_MARKER: DR = REFERENCE MARK DISK
 MF1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1104_STAMPING: BARN NO 2 1958
 MF1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1104+STABILITY: SURFACE MOTION
 MF1104
 MF1104  HISTORY     - Date     Condition        Report By
 MF1104  HISTORY     - 1958     MONUMENTED       CGS
 MF1104  HISTORY     - 1959     GOOD             NGS
 MF1104  HISTORY     - 19960809 GOOD             USPSQD
 MF1104  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 MF1104  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MF1104
 MF1104                          STATION DESCRIPTION
 MF1104
 MF1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1104'3.5 MI SE FROM ATKINSON.
 MF1104'ABOUT 1.7 MILES SOUTH ALONG BLACKTOP ROAD FROM THE ATKINSON HIGH
 MF1104'SCHOOL AT ATKINSON, THENCE 1.8 MILES EAST ALONG A GRAVEL ROAD,
 MF1104'NEAR A RED BARN SOUTH OF THE ROAD, 22.6 FEET NORTH OF THE CENTER
 MF1104'LINE OF THE ROAD, 186 FEET WEST AND ACROSS THE ROAD FROM THE
 MF1104'NORTHWEST CORNER OF THE RED BARN, 1 FOOT SOUTH OF FENCE LINE,
 MF1104'89 FEET NORTHWEST OF A POWER POLE, 103.3 FEET NORTHWEST OF
 MF1104'TRIANGULATION STATION BARN, 93.1 FEET NORTHWEST OF A METAL
 MF1104'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET
 MF1104'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 MF1104
 MF1104                          STATION RECOVERY (1996)
 MF1104
 MF1104'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1104'RECOVERED IN GOOD CONDITION.
 MF1104
 MF1104                          STATION RECOVERY (2001)
 MF1104
 MF1104'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1104'MARK NOT FOUND.
 MF1104
 MF1104                          STATION RECOVERY (2004)
 MF1104
 MF1104'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2982 ***********************************************************************
 AJ2982  DESIGNATION -  BARNARD MILL
 AJ2982  PID         -  AJ2982
 AJ2982  STATE/COUNTY-  IL/MCHENRY
 AJ2982  USGS QUAD   -  RICHMOND (1992)
 AJ2982
 AJ2982                         *CURRENT SURVEY CONTROL
 AJ2982  ___________________________________________________________________
 AJ2982* NAD 83(1997)-  42 24 02.80023(N)    088 19 35.95066(W)     ADJUSTED  
 AJ2982* NAVD 88     -       266.0    (meters)     873.     (feet)  GPS OBS   
 AJ2982  ___________________________________________________________________
 AJ2982  X           -     137,750.156 (meters)                     COMP
 AJ2982  Y           -  -4,715,255.266 (meters)                     COMP
 AJ2982  Z           -   4,278,738.584 (meters)                     COMP
 AJ2982  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AJ2982  ELLIP HEIGHT-         231.97  (meters)          (02/03/05) GPS OBS
 AJ2982  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AJ2982
 AJ2982  HORZ ORDER  -  FIRST
 AJ2982  ELLP ORDER  -  FOURTH    CLASS II
 AJ2982
 AJ2982.The horizontal coordinates were established by GPS observations
 AJ2982.and adjusted by the National Geodetic Survey in April 2001..
 AJ2982
 AJ2982.The orthometric height was determined by GPS observations and a
 AJ2982.high-resolution geoid model.
 AJ2982
 AJ2982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2982
 AJ2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2982
 AJ2982.The ellipsoidal height was determined by GPS observations
 AJ2982.and is referenced to NAD 83.
 AJ2982
 AJ2982.The geoid height was determined by GEOID03.
 AJ2982
 AJ2982;                    North         East     Units Scale Factor Converg.
 AJ2982;SPC IL E     -   636,618.789   300,549.974   MT  0.99997500   +0 00 16.2
 AJ2982;SPC IL E     - 2,088,640.14    986,054.37   sFT  0.99997500   +0 00 16.2
 AJ2982;UTM  16      - 4,695,128.094   390,820.973   MT  0.99974666   -0 53 40.8
 AJ2982
 AJ2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2982!SPC IL E     -   0.99996362  x   0.99997500  =   0.99993862
 AJ2982!UTM  16      -   0.99996362  x   0.99974666  =   0.99971029
 AJ2982
 AJ2982                          SUPERSEDED SURVEY CONTROL
 AJ2982
 AJ2982  ELLIP H (04/24/01)  232.00   (m)                       GP(       ) 4 1
 AJ2982
 AJ2982.Superseded values are not recommended for survey control.
 AJ2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2982.See file dsdata.txt to determine how the superseded data were derived.
 AJ2982
 AJ2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9082195128(NAD 83)
 AJ2982_MARKER: I = METAL ROD
 AJ2982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2982_STAMPING: BARNARD MILL
 AJ2982_MARK LOGO: MTRD  
 AJ2982_PROJECTION: FLUSH
 AJ2982_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2982+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ2982_ROD/PIPE-DEPTH:  3.7 meters
 AJ2982_SLEEVE-DEPTH  :  0.9 meters
 AJ2982
 AJ2982  HISTORY     - Date     Condition        Report By
 AJ2982  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2982
 AJ2982                          STATION DESCRIPTION
 AJ2982
 AJ2982'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2982'STATION IS LOCATED APPROXIMATELY 4.8 MI NORTHWEST OF MCHENRY, 5.0
 AJ2982'MI SOUTH OF RICHMOND IN SECTION 5, T45N, R8E.  TO REACH FROM THE
 AJ2982'JUNCTION OF IL RT 31 AND BARNARD MILL RD PROCEED WEST ON BARNARD
 AJ2982'MILL RD 1.8 MI TO THE STATION LOCATED 26.6 FT SOUTH OF CENTERLINE OF
 AJ2982'BARNARD MILL RD.  STATION IS LOCATED 0.4 MI WEST OF SOUTH RIDGEWAY
 AJ2982'RD, 0.3 MI WEST OF NORTH RIDGEWAY RD, 300 FT WEST OF BITUMINOUS
 AJ2982'DRIVE TO ADDRESS 6605, 84.5 FT SOUTHEAST OF POWERPOLE (PP) ON
 AJ2982'NORTHSIDE OF BARNARD MILL RD, 27.8 FT WEST OF PP ON SOUTHSIDE OF
 AJ2982'BARNARD MILL RD, 61 FT SOUTH OF 12 IN DECIDUOUS TREE, 24 FT EAST OF
 AJ2982'CENTERLINE OF AGGREGATE ENTRANCE ON NORTHSIDE OF BARNARD MILL
 AJ2982'RD, AND 27.8 FT WEST OF ORANGE FIBERGLASS WITNESS POST.  NOTE -
 AJ2982'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.45
 AJ2982'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2982' 
 AJ2982' 
 AJ2982'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1851 ***********************************************************************
 HB1851  DESIGNATION -  BARNES R 9 08
 HB1851  PID         -  HB1851
 HB1851  STATE/COUNTY-  IL/HARDIN
 HB1851  USGS QUAD   -  KARBERS RIDGE (1996)
 HB1851
 HB1851                         *CURRENT SURVEY CONTROL
 HB1851  ___________________________________________________________________
 HB1851* NAD 83(1997)-  37 35 55.44709(N)    088 16 46.01351(W)     ADJUSTED  
 HB1851* NAVD 88     -       207.3    (meters)     680.     (feet)  GPS OBS   
 HB1851  ___________________________________________________________________
 HB1851  X           -     151,921.400 (meters)                     COMP
 HB1851  Y           -  -5,057,585.840 (meters)                     COMP
 HB1851  Z           -   3,870,360.728 (meters)                     COMP
 HB1851  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 HB1851  ELLIP HEIGHT-         177.79  (meters)          (03/08/05) GPS OBS
 HB1851  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB1851
 HB1851  HORZ ORDER  -  FIRST
 HB1851  ELLP ORDER  -  FOURTH    CLASS I
 HB1851
 HB1851.The horizontal coordinates were established by classical geodetic methods
 HB1851.and adjusted by the National Geodetic Survey in October 1999..
 HB1851
 HB1851.The orthometric height was determined by GPS observations and a
 HB1851.high-resolution geoid model.
 HB1851
 HB1851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1851
 HB1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1851
 HB1851.The ellipsoidal height was determined by GPS observations
 HB1851.and is referenced to NAD 83.
 HB1851
 HB1851.The geoid height was determined by GEOID03.
 HB1851
 HB1851;                    North         East     Units Scale Factor Converg.
 HB1851;SPC IL E     -   103,439.885   304,758.417   MT  0.99997528   +0 01 58.4
 HB1851;SPC IL E     -   339,369.02    999,861.57   sFT  0.99997528   +0 01 58.4
 HB1851;UTM  16      - 4,162,064.864   387,056.133   MT  0.99975712   -0 46 50.6
 HB1851
 HB1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1851!SPC IL E     -   0.99997210  x   0.99997528  =   0.99994738
 HB1851!UTM  16      -   0.99997210  x   0.99975712  =   0.99972923
 HB1851
 HB1851|---------------------------------------------------------------------|
 HB1851| PID    Reference Object                     Distance      Geod. Az  |
 HB1851|                                                           dddmmss.s |
 HB1851| HB1850 BARNES R 9 08 AZ MK                 381.949 METERS 19710     |
 HB1851|---------------------------------------------------------------------|
 HB1851
 HB1851                          SUPERSEDED SURVEY CONTROL
 HB1851
 HB1851  NAD 83(1997)-  37 35 55.44869(N)    088 16 46.01339(W) AD(       ) 1
 HB1851  NAD 83(1997)-  37 35 55.45097(N)    088 16 46.01342(W) AD(       ) 1
 HB1851  NAD 83(1986)-  37 35 55.45786(N)    088 16 46.01562(W) AD(       ) 1
 HB1851
 HB1851.Superseded values are not recommended for survey control.
 HB1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1851.See file dsdata.txt to determine how the superseded data were derived.
 HB1851
 HB1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8705662065(NAD 83)
 HB1851_MARKER: I = METAL ROD
 HB1851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1851_SP_SET: STAINLESS STEEL ROD
 HB1851_STAMPING: BARNES R-9-08 1991
 HB1851_MARK LOGO: USFS  
 HB1851_PROJECTION: FLUSH
 HB1851_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1851+STABILITY: POSITION/ELEVATION WELL
 HB1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1851+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1992
 HB1851_ROD/PIPE-DEPTH: 10   meters
 HB1851
 HB1851  HISTORY     - Date     Condition        Report By
 HB1851  HISTORY     - 1991     MONUMENTED       USFS
 HB1851  HISTORY     - 19921210 GOOD
 HB1851
 HB1851                          STATION DESCRIPTION
 HB1851
 HB1851'DESCRIBED BY US FOREST SERVICE 1991
 HB1851'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 13 AND 45 LOCATED IN
 HB1851'HARRISBURG, IL GO EAST ON ROUTE 13, 21.6 KM (13.4 MI) TO THE
 HB1851'INTERSECTION OF ILLINOIS STATE ROUTES 1 AND 13, TURN RIGHT (SOUTH) ON
 HB1851'STATE ROUTE 1, GO 14.1 KM (8.8 MI) TO A PAVED ROAD ON THE RIGHT
 HB1851'(WEST), TURN RIGHT (WEST) AND GO 5.2 KM (3.2 MI) TO A SIDE ROAD
 HB1851'(NORTH SIDE OF MAIN ROAD) TO THE STATION. STATION (BARNES) IS AN
 HB1851'ALUMINUM CYLINDER WITH ACCESS COVER, SET IN CONCRETE WITH CENTER
 HB1851'PUNCHED VERTICAL STAINLESS STEEL ROD INSIDE ACCESS COVER.
 HB1851'1.)  8.2M NORTHWEST OF THE CENTERLINE OF THE ROAD.
 HB1851'2.)  21.0M NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD.
 HB1851'3.)  23.8M SOUTHEAST OF A 12 INCH DIAMETER GREEN ASH TREE.
 HB1851
 HB1851                          STATION RECOVERY (1992)
 HB1851
 HB1851'RECOVERED 1992
 HB1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1850 ***********************************************************************
 HB1850  DESIGNATION -  BARNES R 9 08 AZ MK
 HB1850  PID         -  HB1850
 HB1850  STATE/COUNTY-  IL/HARDIN
 HB1850  USGS QUAD   -  KARBERS RIDGE (1996)
 HB1850
 HB1850                         *CURRENT SURVEY CONTROL
 HB1850  ___________________________________________________________________
 HB1850* NAD 83(1997)-  37 35 43.61029(N)    088 16 50.60935(W)     ADJUSTED  
 HB1850* NAVD 88     -       203.1    (meters)     666.     (feet)  GPS OBS   
 HB1850  ___________________________________________________________________
 HB1850  X           -     151,815.290 (meters)                     COMP
 HB1850  Y           -  -5,057,808.441 (meters)                     COMP
 HB1850  Z           -   3,870,069.009 (meters)                     COMP
 HB1850  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 HB1850  ELLIP HEIGHT-         173.58  (meters)          (03/08/05) GPS OBS
 HB1850  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HB1850
 HB1850  HORZ ORDER  -  FIRST
 HB1850  ELLP ORDER  -  FOURTH    CLASS I
 HB1850
 HB1850.The horizontal coordinates were established by classical geodetic methods
 HB1850.and adjusted by the National Geodetic Survey in October 1999..
 HB1850
 HB1850.The orthometric height was determined by GPS observations and a
 HB1850.high-resolution geoid model.
 HB1850
 HB1850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1850
 HB1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1850
 HB1850.The ellipsoidal height was determined by GPS observations
 HB1850.and is referenced to NAD 83.
 HB1850
 HB1850.The geoid height was determined by GEOID03.
 HB1850
 HB1850;                    North         East     Units Scale Factor Converg.
 HB1850;SPC IL E     -   103,074.899   304,645.887   MT  0.99997527   +0 01 55.5
 HB1850;SPC IL E     -   338,171.56    999,492.38   sFT  0.99997527   +0 01 55.5
 HB1850;UTM  16      - 4,161,701.591   386,938.458   MT  0.99975745   -0 46 53.1
 HB1850
 HB1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1850!SPC IL E     -   0.99997276  x   0.99997527  =   0.99994803
 HB1850!UTM  16      -   0.99997276  x   0.99975745  =   0.99973022
 HB1850
 HB1850|---------------------------------------------------------------------|
 HB1850| PID    Reference Object                     Distance      Geod. Az  |
 HB1850|                                                           dddmmss.s |
 HB1850| HB1851 BARNES R 9 08                       381.949 METERS 01710     |
 HB1850|---------------------------------------------------------------------|
 HB1850
 HB1850                          SUPERSEDED SURVEY CONTROL
 HB1850
 HB1850  ELLIP H (10/21/99)  173.59   (m)                       GP(       ) 4 1
 HB1850  NAD 83(1997)-  37 35 43.61178(N)    088 16 50.60924(W) AD(       ) 1
 HB1850  NAD 83(1997)-  37 35 43.61414(N)    088 16 50.60927(W) AD(       ) 1
 HB1850  NAD 83(1986)-  37 35 43.62106(N)    088 16 50.61116(W) AD(       ) 1
 HB1850
 HB1850.Superseded values are not recommended for survey control.
 HB1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1850.See file dsdata.txt to determine how the superseded data were derived.
 HB1850
 HB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8693861702(NAD 83)
 HB1850_MARKER: DD = SURVEY DISK
 HB1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1850_SP_SET: CONCRETE POST
 HB1850_STAMPING: USDA CADASTRAL SURVEY FOREST SERVICE
 HB1850_MARK LOGO: USFS  
 HB1850_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1850+STABILITY: POSITION/ELEVATION WELL
 HB1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1850+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1992
 HB1850
 HB1850  HISTORY     - Date     Condition        Report By
 HB1850  HISTORY     - 1991     MONUMENTED       USFS
 HB1850  HISTORY     - 19921210 GOOD
 HB1850
 HB1850                          STATION DESCRIPTION
 HB1850
 HB1850'DESCRIBED BY US FOREST SERVICE 1991
 HB1850'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 13 AND 45 LOCATED IN
 HB1850'HARRISBURG, IL GO EAST ON ROUTE 13, 21.6 KM (13.4 MI) TO THE
 HB1850'INTERSECTION OF ILLINOIS STATE ROUTES 1 AND 13, TURN RIGHT (SOUTH) ON
 HB1850'STATE ROUTE 1, GO 14.1 KM (8.8 MI) TO A PAVED ROAD ON THE RIGHT
 HB1850'(WEST), TURN RIGHT (WEST) AND GO 5.2 KM (3.2 MI) TO A SIDE ROAD
 HB1850'(NORTH SIDE OF MAIN ROAD) TO THE STATION, CONTINUE SOUTHERLY FOR
 HB1850'0.3KM TO THE STATION AZIMUTH ON THE LEFT (SOUTH) SIDE OF THE ROAD.
 HB1850'STATION AZIMUTH (BARNES) IS A CIRCULAR INSCRIBED ALUMINUM CAP WITH A
 HB1850'CENTER PUNCHED MARK, SET IN CONCRETE.
 HB1850'1.)  98M SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 HB1850'2.)  13.1M NORTHEAST OF THE CENTER OF A POWER POLE.
 HB1850'3.)  13.0M NORTH OF A 20 INCH DIAMETER CEDAR TREE.
 HB1850
 HB1850                          STATION RECOVERY (1992)
 HB1850
 HB1850'RECOVERED 1992
 HB1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0223 ***********************************************************************
 JB0223  DESIGNATION -  BARNHILL
 JB0223  PID         -  JB0223
 JB0223  STATE/COUNTY-  IL/WAYNE
 JB0223  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0223
 JB0223                         *CURRENT SURVEY CONTROL
 JB0223  ___________________________________________________________________
 JB0223* NAD 83(1997)-  38 16 24.59091(N)    088 21 06.46668(W)     ADJUSTED  
 JB0223* NAVD 88     -       123.213  (meters)     404.24   (feet)  ADJUSTED  
 JB0223  ___________________________________________________________________
 JB0223  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 JB0223  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JB0223  DYNAMIC HT  -         123.135 (meters)     403.99  (feet)  COMP
 JB0223  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JB0223
 JB0223  HORZ ORDER  -  SECOND
 JB0223  VERT ORDER  -  SECOND    CLASS 0
 JB0223
 JB0223.The horizontal coordinates were established by classical geodetic methods
 JB0223.and adjusted by the National Geodetic Survey in October 1999..
 JB0223
 JB0223.The orthometric height was determined by differential leveling
 JB0223.and adjusted by the National Geodetic Survey in June 1991..
 JB0223
 JB0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0223
 JB0223.The geoid height was determined by GEOID03.
 JB0223
 JB0223.The dynamic height is computed by dividing the NAVD 88
 JB0223.geopotential number by the normal gravity value computed on the
 JB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0223.degrees latitude (g = 980.6199 gals.).
 JB0223
 JB0223.The modeled gravity was interpolated from observed gravity values.
 JB0223
 JB0223;                    North         East     Units Scale Factor Converg.
 JB0223;SPC IL E     -   178,332.219   298,384.434   MT  0.99997503   -0 00 41.2
 JB0223;SPC IL E     -   585,078.29    978,949.60   sFT  0.99997503   -0 00 41.2
 JB0223;UTM  16      - 4,237,024.948   381,755.450   MT  0.99977219   -0 50 14.7
 JB0223
 JB0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0223!SPC IL E     -   0.99998545  x   0.99997503  =   0.99996048
 JB0223!UTM  16      -   0.99998545  x   0.99977219  =   0.99975765
 JB0223
 JB0223|---------------------------------------------------------------------|
 JB0223| PID    Reference Object                     Distance      Geod. Az  |
 JB0223|                                                           dddmmss.s |
 JB0223| JB0222 BARNHILL RM 1                        25.790 METERS 13112     |
 JB0223| JB0225 BARNHILL AZ MK                                     1365322.4 |
 JB0223| JB0224 BARNHILL RM 2                        22.496 METERS 19129     |
 JB0223|---------------------------------------------------------------------|
 JB0223
 JB0223                          SUPERSEDED SURVEY CONTROL
 JB0223
 JB0223  NAD 83(1997)-  38 16 24.59450(N)    088 21 06.46516(W) AD(       ) 2
 JB0223  NAD 83(1997)-  38 16 24.60240(N)    088 21 06.46651(W) AD(       ) 2
 JB0223  NAD 83(1986)-  38 16 24.60405(N)    088 21 06.46692(W) AD(       ) 2
 JB0223  NAD 27      -  38 16 24.43483(N)    088 21 06.30003(W) AD(       ) 2
 JB0223  NGVD 29 (??/??/92)  123.333  (m)          404.63   (f) ADJ UNCH    2 0
 JB0223
 JB0223.Superseded values are not recommended for survey control.
 JB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0223.See file dsdata.txt to determine how the superseded data were derived.
 JB0223
 JB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8175537025(NAD 83)
 JB0223_MARKER: DE = TRAVERSE STATION DISK
 JB0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0223_STAMPING: BARNHILL 1961
 JB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0223+STABILITY: SURFACE MOTION
 JB0223
 JB0223  HISTORY     - Date     Condition        Report By
 JB0223  HISTORY     - 1961     MONUMENTED       CGS
 JB0223  HISTORY     - 1961     GOOD             CGS
 JB0223
 JB0223                          STATION DESCRIPTION
 JB0223
 JB0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0223'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF FAIRFIELD, 1.75 MILES
 JB0223'NORTH OF MILL SHOALS AND
 JB0223'1 MILE SOUTHEAST OF THE VILLAGE OF BARNHILL.
 JB0223'
 JB0223'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 45 AND STATE
 JB0223'HIGHWAY 15 IN FAIRFIELD,
 JB0223'GO SOUTH ON U S HIGHWAY 45 FOR 7.55 MILES TO POINT
 JB0223'WHERE HIGHWAY CURVES TO THE LEFT
 JB0223'AND THE STATION ON THE RIGHT.
 JB0223'
 JB0223'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12-INCH SQUARE
 JB0223'CONCRETE POST WHICH IS SET
 JB0223'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0223'BARNHILL 1961.  THE MARK IS 72 FEET
 JB0223'WEST OF THE CENTER OF U S HIGHWAY
 JB0223'45, 30 FEET EAST OF THE CENTER OF A TRACK ROAD, 25 FEET
 JB0223'SOUTH-SOUTHWEST OF A TRIANGLE BLAZED TREE, 25 FEET SOUTHWEST OF A 4X4
 JB0223'INCH CONCRETE
 JB0223'RIGHT-OF-WAY POST AND 7.6 FEET SOUTH OF A WITNESS POST.
 JB0223'
 JB0223'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB0223'SQUARE CONCRETE POST
 JB0223'WHICH PROJECTS ABOUT 2-INCHES AND IS STAMPED BARNHILL
 JB0223'NO 1 1961.  THE MARK IS 88.8
 JB0223'FEET SOUTHEAST OF A WITNESS POST AND 39
 JB0223'FEET WEST OF CENTER OF ROAD.
 JB0223'
 JB0223'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB0223'SQUARE CONCRETE POST
 JB0223'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0223'IS STAMPED BARNHILL NO 2 1961.
 JB0223'THE MARK IS 81.3 FEET SOUTH-SOUTHWEST
 JB0223'OF A WITNESS POST, 19 FEET EAST OF THE CENTER OF A
 JB0223'TRACK ROAD AND 19
 JB0223'FEET NORTH OF A TREE.
 JB0223'
 JB0223'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH SQUARE
 JB0223'CONCRETE POST WHICH IS SET
 JB0223'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0223'BARNHILL 1961.  THE MARK IS 41 FEET
 JB0223'EAST OF THE CENTER OF U S HIGHWAY
 JB0223'45, 10 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 4 FEET
 JB0223'EAST OF THE
 JB0223'EAST END OF A 3 FOOT BOX CULVERT AND 1.7 FEET SOUTH OF A WITNESS
 JB0223'POST.
 JB0223'
 JB0223'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY ON U S
 JB0223'HIGHWAY 45 FOR 0.35 MILE TO
 JB0223'THE MARK ON THE LEFT.
 JB0223'
 JB0223'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 JB0223
 JB0223                          STATION RECOVERY (1961)
 JB0223
 JB0223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0223'2 MI N FROM MILL SHOALS.
 JB0223'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN
 JB0223'MILL SHOALS, THENCE 1.9 MILES NORTH ALONG U.S. HIGHWAY 45, ABOUT
 JB0223'0.75 MILE EAST AND ABOUT 0.75 MILE SOUTH OF THE POST OFFICE IN
 JB0223'BARNHILL, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH TANGENTS
 JB0223'TO THE NORTH AND SOUTHEAST, AT A DRIVE WEST TO A HOUSE, AND AT
 JB0223'A FIELD ROAD LEADING SOUTH, 76 FEET WEST OF THE CENTER OF THE
 JB0223'HIGHWAY, 122 FEET SOUTH OF THE CENTER OF THE DRIVE, 36 FEET EAST
 JB0223'OF THE CENTER OF THE FIELD ROAD, 25 FEET SOUTHWEST OF A TRIANGLE
 JB0223'BLAZED 12 INCH OAK TREE, 24 FEET WEST-SOUTHWEST OF A CONCRETE
 JB0223'R. O. W. MARKER, 7.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 JB0223'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 JB0223'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0225 ***********************************************************************
 JB0225  DESIGNATION -  BARNHILL AZ MK
 JB0225  PID         -  JB0225
 JB0225  STATE/COUNTY-  IL/WAYNE
 JB0225  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0225
 JB0225                         *CURRENT SURVEY CONTROL
 JB0225  ___________________________________________________________________
 JB0225* NAD 83(1986)-  38 16 12.     (N)    088 20 50.     (W)     SCALED    
 JB0225* NAVD 88     -       115.780  (meters)     379.85   (feet)  ADJUSTED  
 JB0225  ___________________________________________________________________
 JB0225  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JB0225  DYNAMIC HT  -         115.706 (meters)     379.61  (feet)  COMP
 JB0225  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 JB0225
 JB0225  VERT ORDER  -  SECOND    CLASS 0
 JB0225
 JB0225.The horizontal coordinates were scaled from a topographic map and have
 JB0225.an estimated accuracy of +/- 6 seconds.
 JB0225
 JB0225.The orthometric height was determined by differential leveling
 JB0225.and adjusted by the National Geodetic Survey in June 1991..
 JB0225
 JB0225.The geoid height was determined by GEOID03.
 JB0225
 JB0225.The dynamic height is computed by dividing the NAVD 88
 JB0225.geopotential number by the normal gravity value computed on the
 JB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0225.degrees latitude (g = 980.6199 gals.).
 JB0225
 JB0225.The modeled gravity was interpolated from observed gravity values.
 JB0225
 JB0225;                    North         East    Units  Estimated Accuracy
 JB0225;SPC IL E     -   177,940.      298,790.      MT  (+/- 180 meters Scaled)
 JB0225
 JB0225                          SUPERSEDED SURVEY CONTROL
 JB0225
 JB0225  NGVD 29 (??/??/92)  115.90   (m)          380.2    (f) COMPUTED    2 0
 JB0225
 JB0225.Superseded values are not recommended for survey control.
 JB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0225.See file dsdata.txt to determine how the superseded data were derived.
 JB0225
 JB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH821366(NAD 83)
 JB0225_MARKER: DZ = AZIMUTH MARK DISK
 JB0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0225_STAMPING: BARNHILL 1961
 JB0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0225+STABILITY: SURFACE MOTION
 JB0225
 JB0225  HISTORY     - Date     Condition        Report By
 JB0225  HISTORY     - 1961     MONUMENTED       CGS
 JB0225
 JB0225                          STATION DESCRIPTION
 JB0225
 JB0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0225'1.6 MI NW FROM MILL SHOALS.
 JB0225'ABOUT 0.05 MILES WEST ALONG A STREET FROM THE POST OFFICE IN
 JB0225'MILL SHOALS, THENCE 1.55 MILES NORTH AND NORTHWEST ALONG U.S.
 JB0225'HIGHWAY 45, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH
 JB0225'TANGENTS TO THE SOUTH AND NORTHWEST, AT A DRIVE EAST TO A HOUSE,
 JB0225'40 FEET EAST OF THE CENTER OF THE HIGHWAY, 10 FEET SOUTH OF THE
 JB0225'CENTER OF THE DRIVE, 4 FEET EAST OF THE EAST END OF THE SOUTH
 JB0225'HEADWALL OF A CONCRETE PIPE CULVERT UNDER THE DRIVE, 1.8 FEET
 JB0225'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 JB0225'THE HIGHWAY, ABOUT LEVEL WITH THE DRIVE, AND SET IN THE TOP OF A
 JB0225'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0222 ***********************************************************************
 JB0222  DESIGNATION -  BARNHILL RM 1
 JB0222  PID         -  JB0222
 JB0222  STATE/COUNTY-  IL/WAYNE
 JB0222  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0222
 JB0222                         *CURRENT SURVEY CONTROL
 JB0222  ___________________________________________________________________
 JB0222* NAD 83(1986)-  38 16 24.     (N)    088 21 06.     (W)     SCALED    
 JB0222* NAVD 88     -       122.044  (meters)     400.41   (feet)  ADJUSTED  
 JB0222  ___________________________________________________________________
 JB0222  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JB0222  DYNAMIC HT  -         121.967 (meters)     400.15  (feet)  COMP
 JB0222  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JB0222
 JB0222  VERT ORDER  -  SECOND    CLASS 0
 JB0222
 JB0222.The horizontal coordinates were scaled from a topographic map and have
 JB0222.an estimated accuracy of +/- 6 seconds.
 JB0222
 JB0222.The orthometric height was determined by differential leveling
 JB0222.and adjusted by the National Geodetic Survey in June 1991..
 JB0222
 JB0222.The geoid height was determined by GEOID03.
 JB0222
 JB0222.The dynamic height is computed by dividing the NAVD 88
 JB0222.geopotential number by the normal gravity value computed on the
 JB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0222.degrees latitude (g = 980.6199 gals.).
 JB0222
 JB0222.The modeled gravity was interpolated from observed gravity values.
 JB0222
 JB0222;                    North         East    Units  Estimated Accuracy
 JB0222;SPC IL E     -   178,310.      298,400.      MT  (+/- 180 meters Scaled)
 JB0222
 JB0222                          SUPERSEDED SURVEY CONTROL
 JB0222
 JB0222  NGVD 29 (??/??/92)  122.165  (m)          400.80   (f) ADJ UNCH    2 0
 JB0222
 JB0222.Superseded values are not recommended for survey control.
 JB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0222.See file dsdata.txt to determine how the superseded data were derived.
 JB0222
 JB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH817370(NAD 83)
 JB0222_MARKER: DR = REFERENCE MARK DISK
 JB0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0222_STAMPING: BARNHILL NO 1 1961
 JB0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0222+STABILITY: SURFACE MOTION
 JB0222
 JB0222  HISTORY     - Date     Condition        Report By
 JB0222  HISTORY     - 1961     MONUMENTED       CGS
 JB0222
 JB0222                          STATION DESCRIPTION
 JB0222
 JB0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0222'2 MI N FROM MILL SHOALS.
 JB0222'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN MILL
 JB0222'SHOALS, THENCE 1.9 MILES NORTH ALONG U.S. HIGHWAY 45, ABOUT 0.75
 JB0222'MILE EAST AND ABOUT 0.75 MILE SOUTH OF THE POST OFFICE IN
 JB0222'BARNHILL, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH TANGENTS
 JB0222'TO THE NORTH AND SOUTHEAST, AT A DRIVE WEST TO A HOUSE, AND AT
 JB0222'A FIELD ROAD LEADING SOUTH, 37 FEET WEST OF THE CENTER OF THE
 JB0222'HIGHWAY, 200 FEET SOUTH OF THE CENTER OF THE DRIVE, 98 FEET EAST
 JB0222'OF THE CENTER OF THE FIELD ROAD, 95 FEET SOUTH-SOUTHEAST OF A
 JB0222'TRIANGLE BLAZED 12 INCH OAK TREE, 84.7 FEET SOUTHEAST OF TRAVERSE
 JB0222'STATION BARNHILL, 89.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 JB0222'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JB0222'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0224 ***********************************************************************
 JB0224  DESIGNATION -  BARNHILL RM 2
 JB0224  PID         -  JB0224
 JB0224  STATE/COUNTY-  IL/WAYNE
 JB0224  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0224
 JB0224                         *CURRENT SURVEY CONTROL
 JB0224  ___________________________________________________________________
 JB0224* NAD 83(1986)-  38 16 24.     (N)    088 21 06.     (W)     SCALED    
 JB0224* NAVD 88     -       122.168  (meters)     400.81   (feet)  ADJUSTED  
 JB0224  ___________________________________________________________________
 JB0224  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JB0224  DYNAMIC HT  -         122.090 (meters)     400.56  (feet)  COMP
 JB0224  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JB0224
 JB0224  VERT ORDER  -  SECOND    CLASS 0
 JB0224
 JB0224.The horizontal coordinates were scaled from a topographic map and have
 JB0224.an estimated accuracy of +/- 6 seconds.
 JB0224
 JB0224.The orthometric height was determined by differential leveling
 JB0224.and adjusted by the National Geodetic Survey in June 1991..
 JB0224
 JB0224.The geoid height was determined by GEOID03.
 JB0224
 JB0224.The dynamic height is computed by dividing the NAVD 88
 JB0224.geopotential number by the normal gravity value computed on the
 JB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0224.degrees latitude (g = 980.6199 gals.).
 JB0224
 JB0224.The modeled gravity was interpolated from observed gravity values.
 JB0224
 JB0224;                    North         East    Units  Estimated Accuracy
 JB0224;SPC IL E     -   178,310.      298,400.      MT  (+/- 180 meters Scaled)
 JB0224
 JB0224                          SUPERSEDED SURVEY CONTROL
 JB0224
 JB0224  NGVD 29 (??/??/92)  122.288  (m)          401.21   (f) ADJ UNCH    2 0
 JB0224
 JB0224.Superseded values are not recommended for survey control.
 JB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0224.See file dsdata.txt to determine how the superseded data were derived.
 JB0224
 JB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH817370(NAD 83)
 JB0224_MARKER: DR = REFERENCE MARK DISK
 JB0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0224_STAMPING: BARNHILL NO 2 1961
 JB0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0224+STABILITY: SURFACE MOTION
 JB0224
 JB0224  HISTORY     - Date     Condition        Report By
 JB0224  HISTORY     - 1961     MONUMENTED       CGS
 JB0224
 JB0224                          STATION DESCRIPTION
 JB0224
 JB0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0224'2 MI N FROM MILL SHOALS.
 JB0224'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN
 JB0224'MILL SHOALS, THENCE 1.9 MILES NORTH ALONG U.S. HIGHWAY 45, ABOUT
 JB0224'0.75 MILE EAST AND ABOUT 0.75 MILE SOUTH OF THE POST OFFICE IN
 JB0224'BARNHILL, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH TANGENTS
 JB0224'TO THE NORTH AND SOUTHEAST, AT A DRIVE WEST TO A HOUSE, AND AT
 JB0224'A FIELD ROAD LEADING SOUTH, 114 FEET WEST OF THE CENTER OF THE
 JB0224'HIGHWAY, 19 FEET EAST OF THE CENTER OF THE FIELD ROAD, 99 FEET
 JB0224'SOUTHWEST OF A TRIANGLE BLAZED 12 INCH OAK TREE, 73.9 FEET
 JB0224'SOUTHWEST OF TRAVERSE STATION BARNHILL, 81.3 FEET SOUTHWEST
 JB0224'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 JB0224'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1077 ***********************************************************************
 NH1077  DESIGNATION -  BARRINGTON
 NH1077  PID         -  NH1077
 NH1077  STATE/COUNTY-  IL/COOK
 NH1077  USGS QUAD   -  STREAMWOOD (1993)
 NH1077
 NH1077                         *CURRENT SURVEY CONTROL
 NH1077  ___________________________________________________________________
 NH1077* NAD 83(1997)-  42 06 55.47753(N)    088 10 30.60554(W)     ADJUSTED  
 NH1077* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 NH1077  ___________________________________________________________________
 NH1077  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 NH1077  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH1077
 NH1077  HORZ ORDER  -  SECOND
 NH1077
 NH1077.The horizontal coordinates were established by classical geodetic methods
 NH1077.and adjusted by the National Geodetic Survey in October 1999..
 NH1077
 NH1077.The orthometric height was scaled from a topographic map.
 NH1077
 NH1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1077
 NH1077.The geoid height was determined by GEOID03.
 NH1077
 NH1077;                    North         East     Units Scale Factor Converg.
 NH1077;SPC IL E     -   604,933.540   313,080.071   MT  0.99997710   +0 06 21.9
 NH1077;SPC IL E     - 1,984,686.12  1,027,163.53   sFT  0.99997710   +0 06 21.9
 NH1077;UTM  16      - 4,663,258.431   402,850.726   MT  0.99971613   -0 47 17.4
 NH1077
 NH1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1077!SPC IL E     -   0.99996200  x   0.99997710  =   0.99993910
 NH1077!UTM  16      -   0.99996200  x   0.99971613  =   0.99967814
 NH1077
 NH1077:                Primary Azimuth Mark                     Grid Az
 NH1077:SPC IL E     -  WAUCONDA MUNICIPAL TANK                  010 09 20.2
 NH1077:UTM  16      -  WAUCONDA MUNICIPAL TANK                  011 02 59.5
 NH1077
 NH1077|---------------------------------------------------------------------|
 NH1077| PID    Reference Object                     Distance      Geod. Az  |
 NH1077|                                                           dddmmss.s |
 NH1077| NH1050 WAUCONDA MUNICIPAL TANK             APPROX.16.2 KM 0101542.1 |
 NH1077| NH1063 LAKE ZURICH MUNICIPAL TANK          APPROX.11.2 KM 0364642.8 |
 NH1077| NH1062 LAKE ZURICH ATT MICROWAVE TWR       APPROX.10.6 KM 0401849.8 |
 NH1077| NH1081 BARRINGTON S MUN STANDPIPE          APPROX. 4.7 KM 0442813.8 |
 NH1077| CI8969 BARRINGTON RM 1                      28.042 METERS 04705     |
 NH1077| NG0518 N BROOK N SHORE GAS CO TANK         APPROX.27.7 KM 0812226.3 |
 NH1077| NH1069 PALATINE MUNICIPAL TANK             APPROX.11.0 KM 0902134.1 |
 NH1077| NH1073 PALATINE ECONOMY FUSE CO TANK       APPROX.10.5 KM 0905050.2 |
 NH1077| NH1070 ARLINGTON PARK JOCKEY CLUB TANK     APPROX.12.7 KM 0994542.3 |
 NH1077| NH1065 HOFFMAN ESTATES WATER TANK          APPROX.11.0 KM 1323728.2 |
 NH1077| CI8968 BARRINGTON AZ MK                                   2774050.8 |
 NH1077| CI8970 BARRINGTON RM 2                      30.288 METERS 30254     |
 NH1077| NH1085 CARY CURTISS FARM WATER TANK        APPROX.11.6 KM 3260356.4 |
 NH1077| NH1079 FOX RIVER GROVE MUNICIPAL TANK      APPROX. 9.5 KM 3375218.6 |
 NH1077|---------------------------------------------------------------------|
 NH1077
 NH1077                          SUPERSEDED SURVEY CONTROL
 NH1077
 NH1077  NAD 83(1997)-  42 06 55.47737(N)    088 10 30.60627(W) AD(       ) 2
 NH1077  NAD 83(1986)-  42 06 55.47969(N)    088 10 30.61704(W) AD(       ) 2
 NH1077  NAD 27      -  42 06 55.38720(N)    088 10 30.33620(W) AD(       ) 2
 NH1077
 NH1077.Superseded values are not recommended for survey control.
 NH1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1077.See file dsdata.txt to determine how the superseded data were derived.
 NH1077
 NH1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0285163258(NAD 83)
 NH1077_MARKER: DS = TRIANGULATION STATION DISK
 NH1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1077
 NH1077  HISTORY     - Date     Condition        Report By
 NH1077  HISTORY     - 1954     MONUMENTED       CGS
 NH1077  HISTORY     - 1956     GOOD             CGS
 NH1077  HISTORY     - 1958     GOOD             CHIAS
 NH1077  HISTORY     - 1966     GOOD             CGS
 NH1077  HISTORY     - 1970     GOOD             LOCENG
 NH1077  HISTORY     - 1971     GOOD             NGS
 NH1077  HISTORY     - 1971     SEE DESCRIPTION  IL-031
 NH1077  HISTORY     - 1977     GOOD             ILDT
 NH1077  HISTORY     - 1989     GOOD             USPSQD
 NH1077  HISTORY     - 1989     GOOD             USPSQD
 NH1077
 NH1077                          STATION DESCRIPTION
 NH1077
 NH1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1077'STATION IS LOCATED ABOUT 5 MILES EAST OF DUNDEE AND 3-1/2
 NH1077'MILES SOUTHWEST OF BARRINGTON, 0.1 MILE NORTHEAST OF THE
 NH1077'INTERSECTION OF STATE HIGHWAYS 59, 62 AND 63 AND IS ON HIGHWAY
 NH1077'RIGHT-OF-WAY.  IT IS 61 FEET SOUTHEAST OF THE CENTER OF
 NH1077'HIGHWAY 59, 14 FEET NORTH OF A 6 INCH OAK TREE AND 5 FEET
 NH1077'NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 NH1077'DISK IS STAMPED BARRINGTON 1954.
 NH1077'
 NH1077'REFERENCE MARK NO. 1 IS 61 FEET SOUTHEAST OF THE CENTER
 NH1077'OF HIGHWAY 59.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1077'BARRINGTON NO 1 1954.
 NH1077'
 NH1077'REFERENCE MARK NO. 2 IS 37 FEET NORTHWEST OF THE CENTER OF
 NH1077'HIGHWAY 59.  THE MARK IS FLUSH AND THE DISK IS STAMPED BARRINGTON
 NH1077'NO 2 1954.
 NH1077'
 NH1077'AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 NH1077'4 FEET EAST OF A WHITE WITNESS POST AND TELEPHONE POLE AND
 NH1077'3 FEET NORTH OF THE EDGE OF A CULTIVATED FIELD.  THE MARK
 NH1077'IS FLUSH AND THE DISK IS STAMPED BARRINGTON 1954.
 NH1077'
 NH1077'TO REACH THE STATION FROM THE INTERSECTION OF HOUGH AND MAIN
 NH1077'STREETS IN BARRINGTON, GO SOUTH THEN SOUTHWEST ON HOUGH STREET
 NH1077'(STATE HIGHWAY 59) FOR 3.5 MILES TO THE STATION ON THE LEFT,
 NH1077'SOUTHEAST SIDE OF HIGHWAY.
 NH1077'
 NH1077'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 NH1077'HIGHWAY 59 FOR 0.1 MILE TO THE JUNCTION WITH STATE HIGHWAY
 NH1077'NOS. 62 AND 63, TURN RIGHT AND GO WEST ON HIGHWAY 62 AND 63
 NH1077'FOR 0.3 MILE TO A SIDE ROAD RIGHT (THIS IS ABOUT 300 FEET
 NH1077'BEFORE REACHING THE JUNCTION OF THESE HIGHWAYS) TURN RIGHT
 NH1077'AND GO NORTH ON PAVED ROAD FOR 0.15 MILE TO A CURVE TO THE
 NH1077'RIGHT, TURN RIGHT AND GO EAST FOR ABOUT 200 FEET TO THE MARK
 NH1077'ON THE RIGHT, SOUTH SIDE OF ROAD AS DESCRIBED.
 NH1077'
 NH1077'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1077
 NH1077                          STATION RECOVERY (1956)
 NH1077
 NH1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NH1077'THE STATION, REFERENCE MARKS NOS. 1 AND 2
 NH1077'AND AZIMUTH MARK RECOVERED AS DESCRIBED
 NH1077'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS
 NH1077'TO REFERENCE MARK 2 AND THE AZIMUTH MARK CHECKED THE 1954
 NH1077'DISTANCE AND DIRECTIONS.  THE DISTANCE TO REFERENCE MARK
 NH1077'1 CHECKED BUT THE DIRECTION FAILED TO CHECK BY ONE MINUTE.
 NH1077'
 NH1077'THE ORIGINAL DESCRIPTION SUBMITTED BY E.L. JONES IN 1954
 NH1077'IS ADEQUATE.
 NH1077'
 NH1077'DISTANCE AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 NH1077'
 NH1077'HEIGHT OF LIGHT ABOVE STATION MARK, 30 METERS.
 NH1077
 NH1077                          STATION RECOVERY (1958)
 NH1077
 NH1077'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 NH1077'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NH1077
 NH1077                          STATION RECOVERY (1966)
 NH1077
 NH1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1077'STATION MARK, REFERENCE MARKS, AZIMUTH MARK WERE RECOVERED
 NH1077'AND FOUND IN GOOD CONDITION AT THIS TIME.  THE DESCRIPTION
 NH1077'IS GOOD WITH THE BELOW CHANGES.
 NH1077'
 NH1077'STATION MARK IS NOW 1 FOOT SOUTH OF A METAL WITNESS POST
 NH1077'AND PROJECTS 2 INCHES.
 NH1077'
 NH1077'AZIMUTH MARK IS NOW 1 FOOT WEST OF A METAL WITNESS POST.
 NH1077
 NH1077                          STATION RECOVERY (1970)
 NH1077
 NH1077'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (ARS)
 NH1077'RECOVERED BY SURDEX CORPORATION
 NH1077'
 NH1077'BARRINGTON 1954-GOOD (STATION)
 NH1077'
 NH1077'BARRINGTON NO. 1 1954-GOOD
 NH1077'
 NH1077'BARRINGTON NO. 2 1954-GOOD
 NH1077'
 NH1077'BARRINGTON 1954-GOOD (AZIMUTH MARK)
 NH1077
 NH1077                          STATION RECOVERY (1971)
 NH1077
 NH1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NH1077'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NH1077'THE AZIMUTH MARK WAS IN THE WAY OF ROAD WORK AND OBSTRUCTED
 NH1077'TO THE STATION BY A TREE AND WAS DESTROYED AT THE REQUEST
 NH1077'OF COUNTY OFFICIALS.  THE STANDPIPE MENTIONED AS BEING VISIBLE
 NH1077'FROM THE GROUND IS OBSTRUCTED BY TREES.  THE STATION WILL
 NH1077'BE VISITED AGAIN THIS FALL OR NEXT SPRING AND A NEW AZIMUTH
 NH1077'MARK WILL BE SET AND STATION OCCUPIED.
 NH1077'
 NH1077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 NH1077'MILES SOUTHWEST OF BARRINGTON
 NH1077
 NH1077                          STATION RECOVERY (1971)
 NH1077
 NH1077'RECOVERY NOTE BY COOK COUNTY ILLINOIS 1971 (RS)
 NH1077'NOTICE HAS BEEN GIVEN AND CAUTION REQUESTED BUT SUGGEST
 NH1077'YOUR IMMEDIATE ATTENTION BE GIVEN TO THE RELOCATION OF THIS
 NH1077'MONUMENT.
 NH1077'
 NH1077'THE 1954 AZIMUTH MARK, BARRINGTON, LOCATED IN THE SE 1/4
 NH1077'SECTION 16, T 42 N, R 9 E - APPROX 750 FT NORTH OF ALGONQUIN
 NH1077'RD (ILL 62) NEAR DUNDEE RD (ILL 63) AND APPROX 30 FT E OF
 NH1077'BRINGER RD (AT THE CURVE) IS LOCATED IN THE PROPOSED DITCH
 NH1077'LINE OF EXCAVATION PRESENTLY IN PROGRESS AND IS IN IMMEDIATE
 NH1077'DANGER OF BEING DESTROYED.
 NH1077
 NH1077                          STATION RECOVERY (1977)
 NH1077
 NH1077'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977 (RIL)
 NH1077'BARRINGTON 1954 RECOVERED GOOD.
 NH1077'
 NH1077'BARRINGTON NO 1 1954 RECOVERED GOOD.
 NH1077'
 NH1077'BARRINGTON NO 2 1954 RECOVERED GOOD.
 NH1077'
 NH1077'BARRINGTON 1954 (AZI) ASSUMED DESTROYED.
 NH1077'
 NH1077'AFTER 1 HR. SEARCH AND NO TIES WE ASSUMED AZIMUTH WAS DESTROYED.
 NH1077'
 NH1077'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MI. S.W. OF
 NH1077'BARRINGTON.
 NH1077
 NH1077                          STATION RECOVERY (1989)
 NH1077
 NH1077'RECOVERY NOTE BY US POWER SQUADRON 1989 (GAM)
 NH1077'RECOVERED IN GOOD CONDITION.
 NH1077
 NH1077                          STATION RECOVERY (1989)
 NH1077
 NH1077'RECOVERY NOTE BY US POWER SQUADRON 1989 (WFW)
 NH1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1078 ***********************************************************************
 NH1078  DESIGNATION -  BARRINGTON METH CH SPIRE
 NH1078  PID         -  NH1078
 NH1078  STATE/COUNTY-  IL/COOK
 NH1078  USGS QUAD   -  BARRINGTON (1983)
 NH1078
 NH1078                         *CURRENT SURVEY CONTROL
 NH1078  ___________________________________________________________________
 NH1078* NAD 83(1997)-  42 09 06.93778(N)    088 08 08.82891(W)     ADJUSTED  
 NH1078* NAVD 88     -                                                        
 NH1078  ___________________________________________________________________
 NH1078  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 NH1078  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH1078
 NH1078  HORZ ORDER  -  THIRD
 NH1078
 NH1078.The horizontal coordinates were established by classical geodetic methods
 NH1078.and adjusted by the National Geodetic Survey in October 1999..
 NH1078
 NH1078
 NH1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1078
 NH1078.The geoid height was determined by GEOID03.
 NH1078
 NH1078;                    North         East     Units Scale Factor Converg.
 NH1078;SPC IL E     -   608,996.350   316,327.568   MT  0.99997828   +0 07 57.3
 NH1078;SPC IL E     - 1,998,015.52  1,037,818.03   sFT  0.99997828   +0 07 57.3
 NH1078;UTM  16      - 4,667,268.980   406,160.377   MT  0.99970835   -0 45 44.2
 NH1078
 NH1078                          SUPERSEDED SURVEY CONTROL
 NH1078
 NH1078  NAD 83(1997)-  42 09 06.93772(N)    088 08 08.82966(W) AD(       ) 4
 NH1078  NAD 83(1986)-  42 09 06.93975(N)    088 08 08.84073(W) AD(       ) 4
 NH1078  NAD 27      -  42 09 06.84400(N)    088 08 08.55400(W) AD(       ) 3
 NH1078
 NH1078.Superseded values are not recommended for survey control.
 NH1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1078.See file dsdata.txt to determine how the superseded data were derived.
 NH1078
 NH1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0616067269(NAD 83)
 NH1078_MARKER: 90 = CHURCH SPIRE
 NH1078
 NH1078  HISTORY     - Date     Condition        Report By
 NH1078  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1078  HISTORY     - 1966     GOOD             CGS
 NH1078  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 NH1078
 NH1078                          STATION DESCRIPTION
 NH1078
 NH1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1078'STATION IS THE FINIAL OF THE SPIRE, ATOP THE WEST END OF THE
 NH1078'METHODIST CHURCH, LOCATED IN THE SOUTH CENTRAL SECTION OF
 NH1078'BARRINGTON, ABOUT 100 FEET NORTH OF LINCOLN STREET AND 50
 NH1078'FEET EAST OF SOUTH HOUGH STREET.  IT IS A METAL COVERED
 NH1078'SPIRE, ATOP A WHITE WOOD TOWER.  THE TOWER SECTION HAS A
 NH1078'RAILING AROUND IT NEAR THE BOTTOM OF THE ARCHED WINDOWS.
 NH1078'THE ENTIRE STRUCTURE IS PAINTED WHITE AND IS ABOUT 75 FEET
 NH1078'HIGH.
 NH1078
 NH1078                          STATION RECOVERY (1966)
 NH1078
 NH1078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1078'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED AND IN GOOD
 NH1078'CONDITION AT THIS TIME.
 NH1078
 NH1078                          STATION RECOVERY (2004)
 NH1078
 NH1078'RECOVERY NOTE BY US POWER SQUADRON 2004 (VMR)
 NH1078'CHURCH STRUCTURE BURNED TO GROUND.  NOW A VACANT LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1082 ***********************************************************************
 NH1082  DESIGNATION -  BARRINGTON N MUN STANDPIPE
 NH1082  PID         -  NH1082
 NH1082  STATE/COUNTY-  IL/COOK
 NH1082  USGS QUAD   -  BARRINGTON (1983)
 NH1082
 NH1082                         *CURRENT SURVEY CONTROL
 NH1082  ___________________________________________________________________
 NH1082* NAD 83(1997)-  42 08 43.96195(N)    088 08 08.45369(W)     ADJUSTED  
 NH1082* NAVD 88     -                                                        
 NH1082  ___________________________________________________________________
 NH1082  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 NH1082  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH1082
 NH1082  HORZ ORDER  -  THIRD
 NH1082
 NH1082.The horizontal coordinates were established by classical geodetic methods
 NH1082.and adjusted by the National Geodetic Survey in October 1999..
 NH1082
 NH1082
 NH1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1082
 NH1082.The geoid height was determined by GEOID03.
 NH1082
 NH1082;                    North         East     Units Scale Factor Converg.
 NH1082;SPC IL E     -   608,287.480   316,337.824   MT  0.99997828   +0 07 57.5
 NH1082;SPC IL E     - 1,995,689.84  1,037,851.68   sFT  0.99997828   +0 07 57.5
 NH1082;UTM  16      - 4,666,560.228   406,159.562   MT  0.99970835   -0 45 43.6
 NH1082
 NH1082                          SUPERSEDED SURVEY CONTROL
 NH1082
 NH1082  NAD 83(1997)-  42 08 43.96181(N)    088 08 08.45432(W) AD(       ) 4
 NH1082  NAD 83(1986)-  42 08 43.96399(N)    088 08 08.46547(W) AD(       ) 4
 NH1082  NAD 27      -  42 08 43.87000(N)    088 08 08.18500(W) AD(       ) 3
 NH1082
 NH1082.Superseded values are not recommended for survey control.
 NH1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1082.See file dsdata.txt to determine how the superseded data were derived.
 NH1082
 NH1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0616066560(NAD 83)
 NH1082_MARKER: 52 = STANDPIPE TANK
 NH1082
 NH1082  HISTORY     - Date     Condition        Report By
 NH1082  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1082  HISTORY     - 1959     GOOD             CGS
 NH1082  HISTORY     - 1966     GOOD             CGS
 NH1082  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH1082
 NH1082                          STATION DESCRIPTION
 NH1082
 NH1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1082'STATIONS ARE THE CENTER OF THE TOPS OF THE RESPECTIVE STANDPIPES,
 NH1082'LOCATED ON A PROMINENT HILL IN THE SOUTH SECTION OF BARRINGTON,
 NH1082'ABOUT 0.1 MILE SOUTH OF HILLSIDE AVE. AND 100 FEET EAST OF
 NH1082'SOUTH HOUGH STREET (STATE HIGHWAY 59).
 NH1082'
 NH1082'THE SOUTH STANDPIPE IS THE MOST PROMINENT.  IT IS ABOUT 30
 NH1082'FEET IN DIAMETER AND 45 FEET HIGH AND IS PAINTED SILVER.
 NH1082'
 NH1082'THE NORTH STANDPIPE, LOCATED ABOUT 50 FEET FROM THE SOUTH ONE
 NH1082'IS ABOUT 12 FEET IN DIAMETER AND 40 FEET HIGH AND HAS A
 NH1082'DECORATIVE IRON RAILING AROUND THE TOP.  IT IS PAINTED SILVER.
 NH1082
 NH1082                          STATION RECOVERY (1959)
 NH1082
 NH1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 NH1082'STATIONS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 NH1082
 NH1082                          STATION RECOVERY (1966)
 NH1082
 NH1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1082'NORTH STATION RECOVERED AND FOUND AS DESCRIBED IN GOOD CONDITION
 NH1082'AT THIS TIME.
 NH1082
 NH1082                          STATION RECOVERY (1989)
 NH1082
 NH1082'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH1082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1081 ***********************************************************************
 NH1081  DESIGNATION -  BARRINGTON S MUN STANDPIPE
 NH1081  PID         -  NH1081
 NH1081  STATE/COUNTY-  IL/COOK
 NH1081  USGS QUAD   -  BARRINGTON (1983)
 NH1081
 NH1081                         *CURRENT SURVEY CONTROL
 NH1081  ___________________________________________________________________
 NH1081* NAD 83(1997)-  42 08 43.31653(N)    088 08 08.31995(W)     ADJUSTED  
 NH1081* NAVD 88     -                                                        
 NH1081  ___________________________________________________________________
 NH1081  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 NH1081  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH1081
 NH1081  HORZ ORDER  -  THIRD
 NH1081
 NH1081.The horizontal coordinates were established by classical geodetic methods
 NH1081.and adjusted by the National Geodetic Survey in October 1999..
 NH1081
 NH1081
 NH1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1081
 NH1081.The geoid height was determined by GEOID03.
 NH1081
 NH1081;                    North         East     Units Scale Factor Converg.
 NH1081;SPC IL E     -   608,267.573   316,340.941   MT  0.99997828   +0 07 57.5
 NH1081;SPC IL E     - 1,995,624.53  1,037,861.90   sFT  0.99997828   +0 07 57.5
 NH1081;UTM  16      - 4,666,540.280   406,162.367   MT  0.99970835   -0 45 43.5
 NH1081
 NH1081                          SUPERSEDED SURVEY CONTROL
 NH1081
 NH1081  NAD 83(1997)-  42 08 43.31643(N)    088 08 08.32066(W) AD(       ) 4
 NH1081  NAD 83(1986)-  42 08 43.31865(N)    088 08 08.33192(W) AD(       ) 4
 NH1081  NAD 27      -  42 08 43.22600(N)    088 08 08.05300(W) AD(       ) 3
 NH1081
 NH1081.Superseded values are not recommended for survey control.
 NH1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1081.See file dsdata.txt to determine how the superseded data were derived.
 NH1081
 NH1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0616266540(NAD 83)
 NH1081_MARKER: 52 = STANDPIPE TANK
 NH1081
 NH1081  HISTORY     - Date     Condition        Report By
 NH1081  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1081  HISTORY     - 1966     GOOD             CGS
 NH1081  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH1081
 NH1081                          STATION DESCRIPTION
 NH1081
 NH1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1081'STATION WAS RECOVERED AND FOUND AS DESCRIBED AND IN GOOD
 NH1081'CONDITION AT THIS TIME.
 NH1081
 NH1081                          STATION RECOVERY (1989)
 NH1081
 NH1081'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9270 ***********************************************************************
 AF9270  CBN         -  This is a Cooperative Base Network Control Station.
 AF9270  DESIGNATION -  BARRY AZ
 AF9270  PID         -  AF9270
 AF9270  STATE/COUNTY-  IL/PIKE
 AF9270  USGS QUAD   -  BARRY (1978)
 AF9270
 AF9270                         *CURRENT SURVEY CONTROL
 AF9270  ___________________________________________________________________
 AF9270* NAD 83(1997)-  39 42 09.33835(N)    091 01 53.08385(W)     ADJUSTED  
 AF9270* NAVD 88     -       222.5    (meters)     730.     (feet)  GPS OBS   
 AF9270  ___________________________________________________________________
 AF9270  X           -     -88,455.031 (meters)                     COMP
 AF9270  Y           -  -4,913,217.618 (meters)                     COMP
 AF9270  Z           -   4,052,755.975 (meters)                     COMP
 AF9270  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AF9270  ELLIP HEIGHT-         189.93  (meters)          (10/15/04) GPS OBS
 AF9270  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 AF9270
 AF9270  HORZ ORDER  -  B
 AF9270  ELLP ORDER  -  FOURTH    CLASS II
 AF9270
 AF9270.The horizontal coordinates were established by GPS observations
 AF9270.and adjusted by the National Geodetic Survey in July 1998..
 AF9270
 AF9270.The orthometric height was determined by GPS observations and a
 AF9270.high-resolution geoid model.
 AF9270
 AF9270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9270
 AF9270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9270
 AF9270.The ellipsoidal height was determined by GPS observations
 AF9270.and is referenced to NAD 83.
 AF9270
 AF9270.The geoid height was determined by GEOID03.
 AF9270
 AF9270;                    North         East     Units Scale Factor Converg.
 AF9270;SPC IL W     -   337,325.731   625,840.522   MT  1.00000886   -0 33 08.7
 AF9270;SPC IL W     - 1,106,709.50  2,053,278.45   sFT  1.00000886   -0 33 08.7
 AF9270;UTM  15      - 4,396,601.420   668,770.977   MT  0.99995068   +1 15 28.2
 AF9270
 AF9270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9270!SPC IL W     -   0.99997020  x   1.00000886  =   0.99997906
 AF9270!UTM  15      -   0.99997020  x   0.99995068  =   0.99992089
 AF9270
 AF9270:                Primary Azimuth Mark                     Grid Az
 AF9270:SPC IL W     -  BARRY DEPOT                              274 12 11.2
 AF9270:UTM  15      -  BARRY DEPOT                              272 23 34.3
 AF9270
 AF9270|---------------------------------------------------------------------|
 AF9270| PID    Reference Object                     Distance      Geod. Az  |
 AF9270|                                                           dddmmss.s |
 AF9270| DE5361 BARRY DEPOT                         APPROX. 0.7 KM 2733902.5 |
 AF9270|---------------------------------------------------------------------|
 AF9270
 AF9270                          SUPERSEDED SURVEY CONTROL
 AF9270
 AF9270  ELLIP H (07/17/98)  189.99   (m)                       GP(       ) 4 1
 AF9270
 AF9270.Superseded values are not recommended for survey control.
 AF9270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9270.See file dsdata.txt to determine how the superseded data were derived.
 AF9270
 AF9270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD6877196601(NAD 83)
 AF9270_MARKER: A = ALUMINUM MARKER
 AF9270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9270_STAMPING: BARRY AZ 1996
 AF9270_MARK LOGO: ILDT  
 AF9270_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9270+STABILITY: SURFACE MOTION
 AF9270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9270+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 AF9270
 AF9270  HISTORY     - Date     Condition        Report By
 AF9270  HISTORY     - 1996     MONUMENTED       ILDT
 AF9270  HISTORY     - 19980715 GOOD             ILDT
 AF9270
 AF9270                          STATION DESCRIPTION
 AF9270
 AF9270'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (GLW)
 AF9270'THE STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTHEAST OF THE CENTER
 AF9270'OF BARRY AND ABOUT 0.44 MI (0.71 KM) EAST-SOUTHEAST OF THE CENTER OF
 AF9270'THE BARRY INTERCHANGE (EXIT 20) ALONG INTERSTATE HIGHWAY 72, ON THE
 AF9270'NORTH RIGHT-OF-WAY, 20.1 M (65.9 FT) NORTH-NORTHEAST OF THE CENTERLINE
 AF9270'OF THE I-72 WESTBOUND LANES, 49.8 M (163.4 FT) EAST OF THE NORTH LEG
 AF9270'OF THE EXIT 20 TO BARRY SIGN, AND 5.8 M (19.0 FT) SOUTH-SOUTHWEST OF
 AF9270'THE NORTH RIGHT-OF-WAY FENCE.  NOTE--AUTHORIZED VEHICLE ONLY
 AF9270'TURNAROUNDS ARE LOCATED ABOUT 0.3 MI (0.5 KM) EAST AND 1.25 MI (2.01
 AF9270'KM) WEST OF THE STATION.
 AF9270
 AF9270                          STATION RECOVERY (1998)
 AF9270
 AF9270'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (GW)
 AF9270'RECOVERED AS DESCRIBED
 AF9270'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5361 ***********************************************************************
 DE5361  DESIGNATION -  BARRY DEPOT
 DE5361  PID         -  DE5361
 DE5361  STATE/COUNTY-  IL/PIKE
 DE5361  USGS QUAD   -  BARRY (1978)
 DE5361
 DE5361                         *CURRENT SURVEY CONTROL
 DE5361  ___________________________________________________________________
 DE5361* NAD 83(1997)-  39 42 10.76801(N)    091 02 22.11296(W)     ADJUSTED  
 DE5361* NAVD 88     -       221.5    (meters)     727.     (feet)  GPS OBS   
 DE5361  ___________________________________________________________________
 DE5361  X           -     -89,145.977 (meters)                     COMP
 DE5361  Y           -  -4,913,176.158 (meters)                     COMP
 DE5361  Z           -   4,052,789.235 (meters)                     COMP
 DE5361  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DE5361  ELLIP HEIGHT-         188.89  (meters)          (02/03/05) GPS OBS
 DE5361  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DE5361
 DE5361  HORZ ORDER  -  FIRST
 DE5361  ELLP ORDER  -  FOURTH    CLASS II
 DE5361
 DE5361.The horizontal coordinates were established by GPS observations
 DE5361.and adjusted by the IL DEPT OF TRANSP in June 2002..
 DE5361
 DE5361.The orthometric height was determined by GPS observations and a
 DE5361.high-resolution geoid model.
 DE5361
 DE5361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5361
 DE5361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5361
 DE5361.The ellipsoidal height was determined by GPS observations
 DE5361.and is referenced to NAD 83.
 DE5361
 DE5361.The geoid height was determined by GEOID03.
 DE5361
 DE5361;                    North         East     Units Scale Factor Converg.
 DE5361;SPC IL W     -   337,376.521   625,149.413   MT  1.00001013   -0 33 27.3
 DE5361;SPC IL W     - 1,106,876.14  2,051,011.03   sFT  1.00001013   -0 33 27.3
 DE5361;UTM  15      - 4,396,630.350   668,078.651   MT  0.99994781   +1 15 09.7
 DE5361
 DE5361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5361!SPC IL W     -   0.99997037  x   1.00001013  =   0.99998050
 DE5361!UTM  15      -   0.99997037  x   0.99994781  =   0.99991818
 DE5361
 DE5361:                Primary Azimuth Mark                     Grid Az
 DE5361:SPC IL W     -  BARRY AZ                                 094 12 11.3
 DE5361:UTM  15      -  BARRY AZ                                 092 23 34.3
 DE5361
 DE5361|---------------------------------------------------------------------|
 DE5361| PID    Reference Object                     Distance      Geod. Az  |
 DE5361|                                                           dddmmss.s |
 DE5361| AF9270 BARRY AZ                            APPROX. 0.7 KM 0933844.0 |
 DE5361|---------------------------------------------------------------------|
 DE5361
 DE5361                          SUPERSEDED SURVEY CONTROL
 DE5361
 DE5361  ELLIP H (06/04/02)  188.95   (m)                       GP(       ) 3 1
 DE5361
 DE5361.Superseded values are not recommended for survey control.
 DE5361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5361.See file dsdata.txt to determine how the superseded data were derived.
 DE5361
 DE5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD6807996630(NAD 83)
 DE5361_MARKER: DD = SURVEY DISK
 DE5361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5361_STAMPING: BARRY DEPOT 1996
 DE5361_MARK LOGO: ILDT  
 DE5361_PROJECTION: FLUSH
 DE5361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5361+STABILITY: SURFACE MOTION
 DE5361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5361+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2002
 DE5361
 DE5361  HISTORY     - Date     Condition        Report By
 DE5361  HISTORY     - 1996     MONUMENTED       ILDT
 DE5361  HISTORY     - 20020404 GOOD             ILDT
 DE5361
 DE5361                          STATION DESCRIPTION
 DE5361
 DE5361'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (GLW)
 DE5361'LOCATED ALONG THE NORTH EDGE OF  BARRY IL. TO REACH FROM THE CENTER
 DE5361'MEDIAN OF I-72 AND
 DE5361'TR 1750E GO 0.3 MI (0.5 KM) SOUTH ALONG TR 1750E TO IL 106, TURN RIGHT
 DE5361'(WEST) 0.1 MI (0.2 KM) TO
 DE5361'KENDALL AVENUE, TURN NORTH 0.15 MILE (0.24 KM) TO OPERATIONS YARD.
 DE5361'STATION IS LOCATED IN
 DE5361'THE NORTHEAST CORNER OF YARD, 6.8 M (22.3 FT) EAST OF A FENCE CORNER,
 DE5361'12.7 M (66.6 FT)
 DE5361'NORTHEAST OF THE NORTHEAST CORNER OF GARAGE BUILDING, 20.3 M (66.6 FT)
 DE5361'NORTHEAST OF THE
 DE5361'NORTHWEST CORNER OF GARAGE BUILDING.
 DE5361'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0627 ***********************************************************************
 KC0627  DESIGNATION -  BARRY STANDPIPE
 KC0627  PID         -  KC0627
 KC0627  STATE/COUNTY-  IL/PIKE
 KC0627  USGS QUAD   -  BARRY (1978)
 KC0627
 KC0627                         *CURRENT SURVEY CONTROL
 KC0627  ___________________________________________________________________
 KC0627* NAD 83(1997)-  39 41 36.38768(N)    091 02 23.63708(W)     ADJUSTED  
 KC0627* NAVD 88     -                                                        
 KC0627  ___________________________________________________________________
 KC0627  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 KC0627  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0627
 KC0627  HORZ ORDER  -  THIRD
 KC0627
 KC0627.The horizontal coordinates were established by classical geodetic methods
 KC0627.and adjusted by the National Geodetic Survey in October 1999..
 KC0627
 KC0627
 KC0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0627
 KC0627.The geoid height was determined by GEOID03.
 KC0627
 KC0627;                    North         East     Units Scale Factor Converg.
 KC0627;SPC IL W     -   336,316.578   625,102.783   MT  1.00001021   -0 33 27.9
 KC0627;SPC IL W     - 1,103,398.64  2,050,858.05   sFT  1.00001021   -0 33 27.9
 KC0627;SPC MO E     -   428,552.291   203,693.377   MT  0.99995972   -0 20 41.4
 KC0627;UTM  15      - 4,395,569.530   668,065.525   MT  0.99994776   +1 15 07.8
 KC0627
 KC0627                          SUPERSEDED SURVEY CONTROL
 KC0627
 KC0627  NAD 83(1997)-  39 41 36.39164(N)    091 02 23.63913(W) AD(       ) 4
 KC0627  NAD 83(1986)-  39 41 36.39368(N)    091 02 23.63447(W) AD(       ) 4
 KC0627  NAD 27      -  39 41 36.22200(N)    091 02 23.15800(W) AD(       ) 3
 KC0627
 KC0627.Superseded values are not recommended for survey control.
 KC0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0627.See file dsdata.txt to determine how the superseded data were derived.
 KC0627
 KC0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD6806695570(NAD 83)
 KC0627_MARKER: 52 = STANDPIPE TANK
 KC0627
 KC0627  HISTORY     - Date     Condition        Report By
 KC0627  HISTORY     - 1931     FIRST OBSERVED   CGS
 KC0627
 KC0627                          STATION DESCRIPTION
 KC0627
 KC0627'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0878 ***********************************************************************
 NJ0878  DESIGNATION -  BARTH
 NJ0878  PID         -  NJ0878
 NJ0878  STATE/COUNTY-  IL/CARROLL
 NJ0878  USGS QUAD   -  PLEASANT VALLEY (1985)
 NJ0878
 NJ0878                         *CURRENT SURVEY CONTROL
 NJ0878  ___________________________________________________________________
 NJ0878* NAD 83(1997)-  42 11 42.40656(N)    090 04 23.06752(W)     ADJUSTED  
 NJ0878* NAVD 88     -       282.4    (meters)     927.     (feet)  GPS OBS   
 NJ0878  ___________________________________________________________________
 NJ0878  X           -      -6,035.966 (meters)                     COMP
 NJ0878  Y           -  -4,732,650.879 (meters)                     COMP
 NJ0878  Z           -   4,261,852.137 (meters)                     COMP
 NJ0878  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 NJ0878  ELLIP HEIGHT-         249.29  (meters)          (12/06/04) GPS OBS
 NJ0878  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0878
 NJ0878  HORZ ORDER  -  FIRST
 NJ0878  ELLP ORDER  -  FOURTH    CLASS I
 NJ0878
 NJ0878.The horizontal coordinates were established by GPS observations
 NJ0878.and adjusted by the National Geodetic Survey in September 1998..
 NJ0878
 NJ0878.The orthometric height was determined by GPS observations and a
 NJ0878.high-resolution geoid model.
 NJ0878
 NJ0878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0878
 NJ0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0878
 NJ0878.The ellipsoidal height was determined by GPS observations
 NJ0878.and is referenced to NAD 83.
 NJ0878
 NJ0878.The geoid height was determined by GEOID03.
 NJ0878
 NJ0878;                    North         East     Units Scale Factor Converg.
 NJ0878;SPC IL W     -   613,757.751   707,730.011   MT  0.99994191   +0 03 46.3
 NJ0878;SPC IL W     - 2,013,636.89  2,321,944.21   sFT  0.99994191   +0 03 46.3
 NJ0878;SPC IA N     - 1,082,946.650 1,782,971.002   MT  0.99997917   +2 19 21.3
 NJ0878;SPC IA S     -   249,358.363   783,009.248   MT  1.00009915   +2 15 26.3
 NJ0878;UTM  15      - 4,675,587.660   741,669.567   MT  1.00031869   +1 58 00.6
 NJ0878;UTM  16      - 4,676,012.467   246,262.157   MT  1.00039227   -2 03 54.5
 NJ0878
 NJ0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0878!SPC IL W     -   0.99996090  x   0.99994191  =   0.99990282
 NJ0878!SPC IA N     -   0.99996090  x   0.99997917  =   0.99994007
 NJ0878!SPC IA S     -   0.99996090  x   1.00009915  =   1.00006005
 NJ0878!UTM  15      -   0.99996090  x   1.00031869  =   1.00027958
 NJ0878!UTM  16      -   0.99996090  x   1.00039227  =   1.00035316
 NJ0878
 NJ0878|---------------------------------------------------------------------|
 NJ0878| PID    Reference Object                     Distance      Geod. Az  |
 NJ0878|                                                           dddmmss.s |
 NJ0878| CI8972 BARTH RM 1                           29.770 METERS 11420     |
 NJ0878| NJ0879 ASHBY                               APPROX.19.0 KM 1740710.2 |
 NJ0878| CI8973 BARTH RM 2                                         22549     |
 NJ0878|---------------------------------------------------------------------|
 NJ0878
 NJ0878                          SUPERSEDED SURVEY CONTROL
 NJ0878
 NJ0878  ELLIP H (09/15/98)  249.37   (m)                       GP(       ) 3 1
 NJ0878  NAD 83(1986)-  42 11 42.41524(N)    090 04 23.07287(W) AD(       ) 1
 NJ0878  NAD 27      -  42 11 42.34400(N)    090 04 22.61100(W) AD(       ) 1
 NJ0878
 NJ0878.Superseded values are not recommended for survey control.
 NJ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0878.See file dsdata.txt to determine how the superseded data were derived.
 NJ0878
 NJ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4167075588(NAD 83)
 NJ0878_MARKER: DS = TRIANGULATION STATION DISK
 NJ0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0878_PROJECTION: FLUSH
 NJ0878_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0878+STABILITY: SURFACE MOTION
 NJ0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0878+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1996
 NJ0878
 NJ0878  HISTORY     - Date     Condition        Report By
 NJ0878  HISTORY     - 1931     MONUMENTED       CGS
 NJ0878  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 NJ0878  HISTORY     - 19961031 GOOD             SECI
 NJ0878  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NJ0878  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 NJ0878
 NJ0878                          STATION DESCRIPTION
 NJ0878
 NJ0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0878'8 MILES NORTHEAST OF SAVANNA, 1 MILE NORTHEAST OF ZION CHURCH
 NJ0878'AND CEMETERY AT BARTH, ON LAND BELONGING TO MR. JAS. WILLIAMSON,
 NJ0878'WHO LIVES AT THE STATION SITE.
 NJ0878'
 NJ0878'TO REACH FROM SAVANNA VIA THE RIDGE ROAD, GO SOUTH OUT OF
 NJ0878'TOWN ON STATE HIGHWAY 27 TO ITS INTERSECTION WITH FOURTH STREET,
 NJ0878'TAKING DISTANCES FROM THIS POINT, GO UP BLUFF ON FOURTH STREET
 NJ0878'AND CONTINUE ON MAIN-TRAVELED ROAD TO 4.1.  TURN RIGHT AT THIS
 NJ0878'POINT AND CONTINUE TO 10.4 TO A POINT WHERE STATION SITE IN ON
 NJ0878'LEFT HAND SIDE OF ROAD IN BACK OF THE HOUSE.  THE STATION
 NJ0878'SITE IS 0.8 MILE BEYOND THE POINT WHERE A ROAD TURNS OUT
 NJ0878'TO THE LEFT JUST NORTH OF ZION CHURCH.
 NJ0878'
 NJ0878'THE MARK IS 5.92 METERS NORTHEAST OF THE NORTHWEST CORNER OF
 NJ0878'THE ORCHARD IN BACK OF HOUSE, 2.92 METERS NORTH OF THE NORTH
 NJ0878'FENCE OF THE ORCHARD, 3.90 METERS NORTH-NORTHEAST OF A DEAD PLUM
 NJ0878'TREE, 10.97 METERS WEST OF THE SOUTHWEST CORNER OF A PASTURE,
 NJ0878'AND ON THE PROLONGATION OF THE CENTERLINE OF THE LANE LEADING
 NJ0878'FROM THE HOG LOT TO THE FIELD, MARK PROJECTS 12 INCHES BELOW
 NJ0878'SURFACE.
 NJ0878'
 NJ0878'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 1 METER SOUTH
 NJ0878'OF THE NORTHWEST CORNER OF PUMP HOUSE, AND 1 FOOT WEST OF
 NJ0878'PUMP HOUSE, IN CHICKEN YARD AND ORCHARD.
 NJ0878'
 NJ0878'REFERENCE MARK NO. 2 IS SOUTHWEST BY WEST OF THE STATION AND
 NJ0878'ABOUT 1/4 MILE DISTANT, ON THE WEST SIDE OF THE ROAD, OPPOSITE
 NJ0878'AND SOUTH OF LANE LEADING INTO FARMYARD, ONE FOOT EAST OF FENCE,
 NJ0878'9 METERS WEST OF CENTERLINE OF ROAD, IN THE SOUTHEAST CORNER
 NJ0878'OF HAYFIELD, EVIDENTLY USED PERMANENTLY FOR A PLACE TO STACK
 NJ0878'HAY.  NEAR STATION THE ROAD CURVES, GOING NORTHEAST BY EAST AND
 NJ0878'SOUTHWEST BY SOUTH.  MARK SET IN ANGLE OF FENCE, 17 METERS
 NJ0878'NORTH OF ENTRANCE TO HAYFIELD.  REFERENCE MARKS ARE 6 INCHES
 NJ0878'ABOVE SURFACE.
 NJ0878'
 NJ0878'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 NJ0878
 NJ0878                          STATION RECOVERY (1995)
 NJ0878
 NJ0878'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0878'MARK NOT FOUND.
 NJ0878
 NJ0878                          STATION RECOVERY (1996)
 NJ0878
 NJ0878'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0878'THE STATION IS LOCATED APPROXIMENTLY 8.5 MI (13.7 KM) NORTHEAST OF
 NJ0878'SAVANNA, 8.7 MI (14.0 KM) NORTHWEST OF MOUNT CARROLL, AND 12.3 MI
 NJ0878'(19.8 KM) SOUTHWEST OF STOCKTON.  TO REACH THE STATION FROM THE
 NJ0878'JUNCTION OF ILLINOIS ROUTE 78 AND U.S.  ROUTE 52/ILLINOIS ROUTE 64,
 NJ0878'PROCEED NORTH OF ILLINOIS ROUTE 78 FOR APPROXIMENTLY +/- 10 MI (16.1
 NJ0878'KM) TO THE JUNCTION OF ILLINOIS ROUTE 78 AND SOUTH GOODMILLER ROAD,
 NJ0878'TURN LEFT (WEST) ON SOUTH GOODMILLER ROAD AND PROCEED FOR
 NJ0878'APPROXIMENTLY 0.35 MI (0.56 KM) TO A Y INTERSECTION, TURN LEFT
 NJ0878'(CONTINUING WEST) ON EAST BACK ROAD, PROCEED FOR APPROXIMENTLY 2.6 MI
 NJ0878'(4.2 KM) TO A Y INTERSECTION, TURN LEFT (SOUTH) ON SOUTH GOOD HOPE
 NJ0878'ROAD (ZION ROAD IN CARROLL COUNTY) , PROCEED FOR APPROXIMENTLY 1.7 MI
 NJ0878'(2.7 KM) TO THE STATION ON THE RIGHT (NORTH) SIDE OF ZION ROAD AT THE
 NJ0878'HAAS FARM.  THE STATION IS LOCATED 20.6 FT (6.3 M) NORTHEAST OF A
 NJ0878'SOUTHEAST CORNER OF A METAL SHED, 79.7 FT (24.3 M) SOUTHEAST OF A
 NJ0878'NORTHEAST CORNER OF A METAL SHED, 51.7 FT (15.8 M) SOUTHWEST OF A PINE
 NJ0878'TREE, 106.5 FT (32.5 M) NORTHWEST OF A SOUTHWEST CORNER OF A ONE STORY
 NJ0878'RANCH RESIDENCE, AND 91 FT (27.7 M) NORTHWEST OF A 48-IN TREE.
 NJ0878
 NJ0878                          STATION RECOVERY (2001)
 NJ0878
 NJ0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0878'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0878
 NJ0878                          STATION RECOVERY (2003)
 NJ0878
 NJ0878'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1323 ***********************************************************************
 MF1323  DESIGNATION -  BARTLETT
 MF1323  PID         -  MF1323
 MF1323  STATE/COUNTY-  IL/COOK
 MF1323  USGS QUAD   -  WEST CHICAGO (1993)
 MF1323
 MF1323                         *CURRENT SURVEY CONTROL
 MF1323  ___________________________________________________________________
 MF1323* NAD 83(1997)-  41 59 20.44894(N)    088 12 25.97700(W)     ADJUSTED  
 MF1323* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 MF1323  ___________________________________________________________________
 MF1323  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MF1323  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MF1323
 MF1323  HORZ ORDER  -  THIRD
 MF1323
 MF1323.The horizontal coordinates were established by classical geodetic methods
 MF1323.and adjusted by the National Geodetic Survey in October 1999..
 MF1323
 MF1323.The orthometric height was scaled from a topographic map.
 MF1323
 MF1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1323
 MF1323.The geoid height was determined by GEOID03.
 MF1323
 MF1323;                    North         East     Units Scale Factor Converg.
 MF1323;SPC IL E     -   590,890.039   310,450.468   MT  0.99997634   +0 05 03.7
 MF1323;SPC IL E     - 1,938,611.74  1,018,536.24   sFT  0.99997634   +0 05 03.7
 MF1323;UTM  16      - 4,649,261.225   400,003.270   MT  0.99972304   -0 48 27.6
 MF1323
 MF1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1323!SPC IL E     -   0.99996556  x   0.99997634  =   0.99994191
 MF1323!UTM  16      -   0.99996556  x   0.99972304  =   0.99968861
 MF1323
 MF1323|---------------------------------------------------------------------|
 MF1323| PID    Reference Object                     Distance      Geod. Az  |
 MF1323|                                                           dddmmss.s |
 MF1323| CI6679 BARTLETT RM 1                        23.950 METERS 17900     |
 MF1323| CI6680 BARTLETT RM 2                        30.035 METERS 27420     |
 MF1323| CI6678 BARTLETT AZ MK                                     3551911.8 |
 MF1323|---------------------------------------------------------------------|
 MF1323
 MF1323                          SUPERSEDED SURVEY CONTROL
 MF1323
 MF1323  NAD 83(1997)-  41 59 20.44832(N)    088 12 25.97929(W) AD(       ) 3
 MF1323  NAD 83(1986)-  41 59 20.45221(N)    088 12 25.98907(W) AD(       ) 3
 MF1323  NAD 27      -  41 59 20.35330(N)    088 12 25.72700(W) AD(       ) 3
 MF1323
 MF1323.Superseded values are not recommended for survey control.
 MF1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1323.See file dsdata.txt to determine how the superseded data were derived.
 MF1323
 MF1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0000349261(NAD 83)
 MF1323_MARKER: DS = TRIANGULATION STATION DISK
 MF1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1323
 MF1323  HISTORY     - Date     Condition        Report By
 MF1323  HISTORY     - 1956     MONUMENTED       CGS
 MF1323  HISTORY     - 1967     GOOD             CGS
 MF1323  HISTORY     - 1989     GOOD             USPSQD
 MF1323  HISTORY     - 19890908 MARK NOT FOUND   NGS
 MF1323
 MF1323                          STATION DESCRIPTION
 MF1323
 MF1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1323'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF ST. CHARLES,
 MF1323'3/4 MILE WEST OF BARTLETT AND IS ON THE EAST EDGE OF STATE HIGHWAY
 MF1323'59 RIGHT-OF-WAY BOUNDRY LINE.  IT IS 49 FEET EAST OF THE CENTER
 MF1323'OF THE HIGHWAY, 21 FEET NORTHEAST OF AN 8 INCH ELM TREE AND
 MF1323'10 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 MF1323'THE DISK IS STAMPED BARTLETT 1956.
 MF1323'
 MF1323'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND
 MF1323'59 ABOUT 5.6 MILES EAST OF ST. CHARLES, GO NORTH ON HIGHWAY
 MF1323'59 FOR 5.0 MILES TO THE STATION ON THE RIGHT.
 MF1323'
 MF1323'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 MF1323'HIGHWAY 59 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 MF1323'
 MF1323'REFERENCE MARK 1 IS ON THE EAST EDGE OF HIGHWAY RIGHT-OF-WAY,
 MF1323'49 FEET EAST OF THE CENTER OF THE HIGHWAY AND 18 FEET SOUTHEAST
 MF1323'OF AN 8 INCH ELM TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1323'BARTLETT NO 1 1956.
 MF1323'
 MF1323'REFERENCE MARK 2 IS 48 FEET WEST OF THE CENTER OF THE HIGHWAY,
 MF1323'14 FEET NORTHWEST OF A 10 INCH ELM TREE AND 2 FEET EAST OF A
 MF1323'WOOD FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BARTLETT
 MF1323'NO 2 1956.
 MF1323'
 MF1323'THE AZIMUTH MARK IS ON THE WEST EDGE OF HIGHWAY RIGHT-OF-WAY
 MF1323'BOUNDRY LINE, 49 FEET WEST OF THE CENTER OF THE HIGHWAY, 3
 MF1323'FEET SOUTH OF A TELEPHONE POLE AND 2 FEET SOUTH OF A WHITE
 MF1323'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MF1323'BARTLETT 1956.
 MF1323'
 MF1323'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1323
 MF1323                          STATION RECOVERY (1967)
 MF1323
 MF1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1323'ALL MARKS FOUND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 MF1323'WITH BELOW CHANGES.
 MF1323'
 MF1323'STATION MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 MF1323'
 MF1323'REFERENCE MARK 2 IS 38 FEET SOUTHWEST OF A 16 INCH ELM TREE.
 MF1323'
 MF1323'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 MF1323
 MF1323                          STATION RECOVERY (1989)
 MF1323
 MF1323'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 MF1323'RECOVERED IN GOOD CONDITION.
 MF1323
 MF1323                          STATION RECOVERY (1989)
 MF1323
 MF1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (WRM)
 MF1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1320 ***********************************************************************
 MF1320  DESIGNATION -  BARTLETT MUNICIPAL TANK
 MF1320  PID         -  MF1320
 MF1320  STATE/COUNTY-  IL/COOK
 MF1320  USGS QUAD   -  WEST CHICAGO (1993)
 MF1320
 MF1320                         *CURRENT SURVEY CONTROL
 MF1320  ___________________________________________________________________
 MF1320* NAD 83(1997)-  41 59 28.23314(N)    088 11 06.10572(W)     ADJUSTED  
 MF1320* NAVD 88     -                                                        
 MF1320  ___________________________________________________________________
 MF1320  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 MF1320  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MF1320
 MF1320  HORZ ORDER  -  THIRD
 MF1320
 MF1320.The horizontal coordinates were established by classical geodetic methods
 MF1320.and adjusted by the National Geodetic Survey in October 1999..
 MF1320
 MF1320
 MF1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1320
 MF1320.The geoid height was determined by GEOID03.
 MF1320
 MF1320;                    North         East     Units Scale Factor Converg.
 MF1320;SPC IL E     -   591,133.149   312,288.488   MT  0.99997686   +0 05 57.2
 MF1320;SPC IL E     - 1,939,409.34  1,024,566.48   sFT  0.99997686   +0 05 57.2
 MF1320;UTM  16      - 4,649,475.635   401,844.381   MT  0.99971855   -0 47 34.3
 MF1320
 MF1320                          SUPERSEDED SURVEY CONTROL
 MF1320
 MF1320  NAD 83(1997)-  41 59 28.23245(N)    088 11 06.10634(W) AD(       ) 4
 MF1320  NAD 83(1986)-  41 59 28.23613(N)    088 11 06.11639(W) AD(       ) 4
 MF1320  NAD 27      -  41 59 28.13700(N)    088 11 05.85100(W) AD(       ) 3
 MF1320
 MF1320.Superseded values are not recommended for survey control.
 MF1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1320.See file dsdata.txt to determine how the superseded data were derived.
 MF1320
 MF1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0184449476(NAD 83)
 MF1320_MARKER: 53 = ELEVATED TANK
 MF1320
 MF1320  HISTORY     - Date     Condition        Report By
 MF1320  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1320  HISTORY     - 1969     GOOD             LOCSUR
 MF1320  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 MF1320
 MF1320                          STATION DESCRIPTION
 MF1320
 MF1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1320'THE STATION IS THE FINIAL ON THE APEX OF THE BARTLETT MUNICIPAL
 MF1320'WATER TANK ROOF.  THE TANK IS LOCATED IN THE SOUTH EDGE OF THE
 MF1320'VILLAGE OF BARTLETT AND JUST WEST OF THE VILLAGE HALL.  IT IS
 MF1320'A FOUR LEGGED STEEL STRUCTURE 127 FEET HIGH.  THE ENTIRE
 MF1320'STRUCTURE IS PAINTED ALUMINIUM WITH THE LEGEND BARTLETT IN
 MF1320'BLACK ON THE NORTH AND SOUTH SIDE OF THE TANK.
 MF1320
 MF1320                          STATION RECOVERY (1969)
 MF1320
 MF1320'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 MF1320'RECOVERED BY A. SCHMIDT AND ASSOC.
 MF1320'
 MF1320'STATION LOST.  TANK DESCRIBED HAS BEEN TORN DOWN.
 MF1320
 MF1320                          STATION RECOVERY (2003)
 MF1320
 MF1320'RECOVERY NOTE BY US POWER SQUADRON 2003 (VMR)
 MF1320'NO TANK WAS FOUND AT THE GIVEN COORDINATES. THE NEW BARTLETT MUNICIPAL
 MF1320'BUILDING OCCUPIES THE SITE.
 MF1320' 
 MF1320' 
 MF1320' 
 MF1320' 
 MF1320' 
 MF1320' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2029 ***********************************************************************
 LC2029  DESIGNATION -  BARTONVILLE KEYSTONE STEEL TK
 LC2029  PID         -  LC2029
 LC2029  STATE/COUNTY-  IL/PEORIA
 LC2029  USGS QUAD   -  PEORIA WEST (1996)
 LC2029
 LC2029                         *CURRENT SURVEY CONTROL
 LC2029  ___________________________________________________________________
 LC2029* NAD 83(1997)-  40 38 38.16631(N)    089 38 53.35402(W)     ADJUSTED  
 LC2029* NAVD 88     -                                                        
 LC2029  ___________________________________________________________________
 LC2029  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 LC2029  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LC2029
 LC2029  HORZ ORDER  -  THIRD
 LC2029
 LC2029.The horizontal coordinates were established by classical geodetic methods
 LC2029.and adjusted by the National Geodetic Survey in October 1999..
 LC2029
 LC2029
 LC2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2029
 LC2029.The geoid height was determined by GEOID03.
 LC2029
 LC2029;                    North         East     Units Scale Factor Converg.
 LC2029;SPC IL W     -   441,615.938   743,856.602   MT  0.99996484   +0 20 15.9
 LC2029;SPC IL W     - 1,448,868.29  2,440,469.54   sFT  0.99996484   +0 20 15.9
 LC2029;UTM  16      - 4,502,603.567   276,079.760   MT  1.00021721   -1 43 32.2
 LC2029
 LC2029                          SUPERSEDED SURVEY CONTROL
 LC2029
 LC2029  NAD 83(1986)-  40 38 38.17687(N)    089 38 53.35394(W) AD(       ) 4
 LC2029  NAD 27      -  40 38 38.04246(N)    089 38 52.98626(W) AD(       ) 3
 LC2029
 LC2029.Superseded values are not recommended for survey control.
 LC2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2029.See file dsdata.txt to determine how the superseded data were derived.
 LC2029
 LC2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7608002604(NAD 83)
 LC2029_MARKER: 53 = ELEVATED TANK
 LC2029
 LC2029  HISTORY     - Date     Condition        Report By
 LC2029  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC2029  HISTORY     - 1959     GOOD             CGS
 LC2029  HISTORY     - 19990221 GOOD             USPSQD
 LC2029
 LC2029                          STATION DESCRIPTION
 LC2029
 LC2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2029'THIS STATION IS THE BLACK TANK AT THE KEYSTONE STEEL AND WIRE
 LC2029'COMPANY, ABOUT 0.5 MILE S OF THE TOWN OF BARTONVILLE, LOCATED
 LC2029'ABOUT 0.3 MILE E OF U.S. ROUTE 24, ABOUT 60 FEET W OF THE
 LC2029'W RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 LC2029'ABOUT 150 FEET NE OF THE NE CORNER OF THE ANNEALING HOUSE,
 LC2029'NW 1/4 SEC. 36, T 8 N, R 7 E.  THE TANK WAS ERECTED IN 1928
 LC2029'AND IS FAIRLY PROMINENT.
 LC2029'
 LC2029'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 120 FEET HIGH.
 LC2029'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL
 LC2029'SECTION IS ABOUT 15 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 LC2029'ITS BASE, AND THE INSCRIPTION KEYSTONE STEEL AND WIRE COMPANY
 LC2029'PAINTED IN WHITE AND THE WORDS RED BRAND FENCE PAINTED IN
 LC2029'RED LETTERS ON THE W SIDE.  THE FLAT CONICAL TOP HAS A BALL
 LC2029'AND LIGHT AT ITS APEX.  TOTAL HEIGHT IS ABOUT 140 FEET.
 LC2029
 LC2029                          STATION RECOVERY (1959)
 LC2029
 LC2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RLS)
 LC2029'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LC2029'ACCORDING TO MR. WEISS, ASSISTANT PLANT SUPERINTENDENT,
 LC2029'THERE HAS BEEN NO STRUCTURAL CHANGE IN THE TANK SINCE IT WAS
 LC2029'FIRST ERECTED.
 LC2029
 LC2029                          STATION RECOVERY (1999)
 LC2029
 LC2029'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2030 ***********************************************************************
 LC2030  DESIGNATION -  BARTONVILLE PEORIA ST HOSP STK
 LC2030  PID         -  LC2030
 LC2030  STATE/COUNTY-  IL/PEORIA
 LC2030  USGS QUAD   -  PEORIA WEST (1996)
 LC2030
 LC2030                         *CURRENT SURVEY CONTROL
 LC2030  ___________________________________________________________________
 LC2030* NAD 83(1997)-  40 38 20.65253(N)    089 39 48.48758(W)     ADJUSTED  
 LC2030* NAVD 88     -                                                        
 LC2030  ___________________________________________________________________
 LC2030  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 LC2030  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LC2030
 LC2030  HORZ ORDER  -  THIRD
 LC2030
 LC2030.The horizontal coordinates were established by classical geodetic methods
 LC2030.and adjusted by the National Geodetic Survey in October 1999..
 LC2030
 LC2030
 LC2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2030
 LC2030.The geoid height was determined by GEOID03.
 LC2030
 LC2030;                    North         East     Units Scale Factor Converg.
 LC2030;SPC IL W     -   441,068.206   742,564.332   MT  0.99996347   +0 19 39.8
 LC2030;SPC IL W     - 1,447,071.27  2,436,229.81   sFT  0.99996347   +0 19 39.8
 LC2030;UTM  16      - 4,502,102.588   274,768.271   MT  1.00022446   -1 44 07.5
 LC2030
 LC2030                          SUPERSEDED SURVEY CONTROL
 LC2030
 LC2030  NAD 83(1986)-  40 38 20.66282(N)    089 39 48.48708(W) AD(       ) 4
 LC2030  NAD 27      -  40 38 20.52708(N)    089 39 48.12283(W) AD(       ) 3
 LC2030
 LC2030.Superseded values are not recommended for survey control.
 LC2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2030.See file dsdata.txt to determine how the superseded data were derived.
 LC2030
 LC2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7476802103(NAD 83)
 LC2030_MARKER: 63 = STACK
 LC2030
 LC2030  HISTORY     - Date     Condition        Report By
 LC2030  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC2030  HISTORY     - 1959     GOOD             CGS
 LC2030  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC2030
 LC2030                          STATION DESCRIPTION
 LC2030
 LC2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2030'THIS STATION IS THE STACK AT THE POWERHOUSE OF THE PEORIA
 LC2030'STATE HOSPITAL FOR THE INSANE, ABOUT 0.6 MILE WSW OF BARTONVILLE,
 LC2030'ON THE N SIDE OF THE POWERHOUSE ON THE TOP OF A HIGH BLUFF,
 LC2030'ABOUT 0.45 MILE W OF U.S. ROUTE 24, AND ABOUT 0.15 MILE W OF
 LC2030'THE ADMINISTRATION BUILDING, IN THE SW 1/4 SEC. 24, T 8 N,
 LC2030'R 7 E.  THE STACK WAS ERECTED IN 1912 AND IS QUITE PROMINENT.
 LC2030'
 LC2030'THE STACK IS A RED BRICK STRUCTURE ABOUT 22 FEET IN DIAMETER
 LC2030'AT THE BASE, ABOUT 10 FEET IN DIAMETER AT THE TOP, AND ABOUT
 LC2030'220 FEET HIGH.  HAVING A SLIGHT COLLAR AT THE TOP.
 LC2030'
 LC2030'THE STACK IS ABOUT 600 FEET N OF THE BLACK TANK AT THE SAME
 LC2030'INSTITUTION.
 LC2030
 LC2030                          STATION RECOVERY (1959)
 LC2030
 LC2030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RLS)
 LC2030'ACCORDING TO INFORMATION OBTAINED FROM THE CHIEF ENGINEER,
 LC2030'THE STACK WAS TORN DOWN IN 1950.
 LC2030
 LC2030                          STATION RECOVERY (1999)
 LC2030
 LC2030'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC2030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2031 ***********************************************************************
 LC2031  DESIGNATION -  BARTONVILLE PEORIA ST HOSP TK
 LC2031  PID         -  LC2031
 LC2031  STATE/COUNTY-  IL/PEORIA
 LC2031  USGS QUAD   -  PEORIA WEST (1996)
 LC2031
 LC2031                         *CURRENT SURVEY CONTROL
 LC2031  ___________________________________________________________________
 LC2031* NAD 83(1997)-  40 38 17.28668(N)    089 39 48.15803(W)     ADJUSTED  
 LC2031* NAVD 88     -                                                        
 LC2031  ___________________________________________________________________
 LC2031  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 LC2031  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LC2031
 LC2031  HORZ ORDER  -  THIRD
 LC2031
 LC2031.The horizontal coordinates were established by classical geodetic methods
 LC2031.and adjusted by the National Geodetic Survey in October 1999..
 LC2031
 LC2031
 LC2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2031
 LC2031.The geoid height was determined by GEOID03.
 LC2031
 LC2031;                    North         East     Units Scale Factor Converg.
 LC2031;SPC IL W     -   440,964.432   742,572.669   MT  0.99996348   +0 19 40.0
 LC2031;SPC IL W     - 1,446,730.81  2,436,257.16   sFT  0.99996348   +0 19 40.0
 LC2031;UTM  16      - 4,501,998.553   274,772.868   MT  1.00022444   -1 44 07.2
 LC2031
 LC2031                          SUPERSEDED SURVEY CONTROL
 LC2031
 LC2031  NAD 83(1986)-  40 38 17.29699(N)    089 39 48.15771(W) AD(       ) 4
 LC2031  NAD 27      -  40 38 17.16069(N)    089 39 47.79204(W) AD(       ) 3
 LC2031
 LC2031.Superseded values are not recommended for survey control.
 LC2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2031.See file dsdata.txt to determine how the superseded data were derived.
 LC2031
 LC2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7477301999(NAD 83)
 LC2031_MARKER: 53 = ELEVATED TANK
 LC2031
 LC2031  HISTORY     - Date     Condition        Report By
 LC2031  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC2031  HISTORY     - 1959     GOOD             CGS
 LC2031  HISTORY     - 1966     GOOD             CGS
 LC2031  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC2031
 LC2031                          STATION DESCRIPTION
 LC2031
 LC2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2031'THIS STATION IS THE BLACK TANK AT THE PEORIA STATE HOSPITAL
 LC2031'FOR THE INSANE, ABOUT 0.6 MILE WSW OF THE TOWN OF BARTONVILLE,
 LC2031'AT THE W EDGE OF THE HOSPITAL GROUNDS, ABOUT 0.45 MILE W
 LC2031'OF U.S. ROUTE 24 AND ABOUT 0.1 MILE WSW OF THE ADMINISTRATION
 LC2031'BUILDING, IN THE SW 1/4 SEC. 24, T 8 N, R 7 E.  THE TANK
 LC2031'WAS ERECTED IN 1904 AND IS QUITE PROMINENT.
 LC2031'
 LC2031'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 LC2031'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 LC2031'SECTION IS ABOUT 20 FEET HIGH AND HAS A CATWALK AND RAIL
 LC2031'AROUND ITS BASE.  THE FLAT CONICAL ROOF HAS A BALL AT ITS
 LC2031'APEX.  TOTAL HEIGHT IS ABOUT 115 FEET.
 LC2031'
 LC2031'THE TANK IS ABOUT 600 FEET S OF THE RED BRICK STACK AT THE
 LC2031'SAME INSTITUTION AND ABOUT 220 FEET S OF THE WAREHOUSE BUILDING.
 LC2031
 LC2031                          STATION RECOVERY (1959)
 LC2031
 LC2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RLS)
 LC2031'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LC2031'THE TANK IS NO LONGER PAINTED BLACK, BUT SILVER.  ACCORDING
 LC2031'TO INFORMATION OBTAINED FROM THE CHIEF ENGINEER, THERE HAS
 LC2031'BEEN NO STRUCTURAL CHANGE IN THE TANK.
 LC2031
 LC2031                          STATION RECOVERY (1966)
 LC2031
 LC2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RHR)
 LC2031'THE STATION HAS BEEN DESTROYED.
 LC2031
 LC2031                          STATION RECOVERY (1999)
 LC2031
 LC2031'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC2031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1717 ***********************************************************************
 JB1717  DESIGNATION -  BASE LINE
 JB1717  PID         -  JB1717
 JB1717  STATE/COUNTY-  IL/WAYNE
 JB1717  USGS QUAD   -  CRISP (1973)
 JB1717
 JB1717                         *CURRENT SURVEY CONTROL
 JB1717  ___________________________________________________________________
 JB1717* NAD 83(1997)-  38 28 29.49414(N)    088 32 22.44289(W)     ADJUSTED  
 JB1717* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 JB1717  ___________________________________________________________________
 JB1717  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 JB1717  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 JB1717
 JB1717  HORZ ORDER  -  THIRD
 JB1717
 JB1717.The horizontal coordinates were established by classical geodetic methods
 JB1717.and adjusted by the National Geodetic Survey in October 1999..
 JB1717
 JB1717.The orthometric height was scaled from a topographic map.
 JB1717
 JB1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1717
 JB1717.The geoid height was determined by GEOID03.
 JB1717
 JB1717;                    North         East     Units Scale Factor Converg.
 JB1717;SPC IL E     -   200,703.552   282,003.815   MT  0.99997899   -0 07 41.9
 JB1717;SPC IL E     -   658,474.90    925,207.52   sFT  0.99997899   -0 07 41.9
 JB1717;UTM  16      - 4,259,626.549   365,702.652   MT  0.99982211   -0 57 28.9
 JB1717
 JB1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1717!SPC IL E     -   0.99998146  x   0.99997899  =   0.99996045
 JB1717!UTM  16      -   0.99998146  x   0.99982211  =   0.99980357
 JB1717
 JB1717|---------------------------------------------------------------------|
 JB1717| PID    Reference Object                     Distance      Geod. Az  |
 JB1717|                                                           dddmmss.s |
 JB1717| CI2932 BASE LINE RM 1                       18.460 METERS 04245     |
 JB1717| CI2933 BASE LINE RM 2                       21.012 METERS 10850     |
 JB1717| CI2931 BASE LINE AZ MK                                    2703305.2 |
 JB1717| JB1718 JOHNSONVILLE RAD KSB 781 MAST       APPROX. 1.8 KM 3184410.9 |
 JB1717|---------------------------------------------------------------------|
 JB1717
 JB1717                          SUPERSEDED SURVEY CONTROL
 JB1717
 JB1717  NAD 83(1997)-  38 28 29.50697(N)    088 32 22.44080(W) AD(       ) 3
 JB1717  NAD 83(1986)-  38 28 29.50763(N)    088 32 22.44115(W) AD(       ) 3
 JB1717  NAD 27      -  38 28 29.33523(N)    088 32 22.25684(W) AD(       ) 3
 JB1717
 JB1717.Superseded values are not recommended for survey control.
 JB1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1717.See file dsdata.txt to determine how the superseded data were derived.
 JB1717
 JB1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6570359627(NAD 83)
 JB1717_MARKER: DS = TRIANGULATION STATION DISK
 JB1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1717
 JB1717  HISTORY     - Date     Condition        Report By
 JB1717  HISTORY     - 1961     MONUMENTED       CGS
 JB1717
 JB1717                          STATION DESCRIPTION
 JB1717
 JB1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1717'NO P P AVAILABLE.
 JB1717'
 JB1717'THE STATION IS ABOUT 8 MILES NORTH OF SIMS, ABOUT 12.5 MILES
 JB1717'NORTHWEST OF
 JB1717'FAIRFIELD, ABOUT 2 MILES SOUTH OF JOHNSONVILLE, IN THE SOUTHWEST 0.25
 JB1717'OF SEC 33, T 1 N,
 JB1717'R 6 E AND ON PROPERTY OF MR DALE SHEHORN.  IT IS 83
 JB1717'FEET NORTH OF THE CENTERLINE OF A
 JB1717'GRAVELED ROAD, 83 FEET NORTHEAST OF
 JB1717'POWER POLE WITH 3 TRANSFORMERS, 62 FEET SOUTHEAST OF
 JB1717'THE CENTERLINE
 JB1717'OF A GRAVELED ROAD, 57 FEET WEST OF A TRIPLE TRUNKED ELM TREE AND 4
 JB1717'FEET SOUTHEAST OF
 JB1717'A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 JB1717'IS STAMPED BASE LINE 1961.
 JB1717'
 JB1717'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 15 AND A GRAVELED
 JB1717'CROSSROAD ABOUT 0.25 MILE
 JB1717'NORTH OF SIMS, GO NORTH ON A GRAVELED ROAD FOR 3.9 MILES TO
 JB1717'A STEEL BRIDGE.  CONTINUE
 JB1717'NORTH ON THE GRAVELED ROAD FOR 3.2 MILES TO
 JB1717'A T-ROAD.  TURN LEFT AND GO WEST ON A
 JB1717'GRAVELED ROAD FOR 0.4 MILE TO A
 JB1717'Y-INTERSECTION.  CONTINUE WEST ON THE GRAVELED ROAD FOR
 JB1717'0.05 MILE TO THE
 JB1717'STATION ON THE RIGHT.
 JB1717'
 JB1717'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 JB1717'ROAD FOR 0.5 MILE TO THE
 JB1717'MARK ON THE LEFT AND A SIDE ROAD LEFT.
 JB1717'
 JB1717'REFERENCE MARK 1 IS 63 FEET SOUTHEAST OF THE GRAVELED ROAD AND 44
 JB1717'FEET NORTH OF THE TRIPLE
 JB1717'TRUNKED ELM TREE.  THE MONUMENT PROJECTS 2 INCHES AND
 JB1717'THE DISK IS STAMPED BASE LINE NO 1 1961.
 JB1717'
 JB1717'REFERENCE MARK 2 IS 67 FEET WEST-NORTHWEST OF A POWER POLE, 64 FEET
 JB1717'NORTH OF THE CENTERLINE
 JB1717'OF THE GRAVELED ROAD AND 27 FEET SOUTH OF THE TRIPLE
 JB1717'TRUNKED ELM TREE.  THE MONUMENT
 JB1717'PROJECTS 2 INCHES AND THE DISK IS
 JB1717'STAMPED BASE LINE NO 2 1961.
 JB1717'
 JB1717'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 JB1717'ROAD, 28 FEET SOUTH OF
 JB1717'THE CENTERLINE OF A GRAVELED ROAD, 16 FEET EAST OF A
 JB1717'FENCE CORNER, 4 FEET WEST OF A
 JB1717'TELEPHONE POLE WITH A GUY WIRE, 2 FEET
 JB1717'NORTH OF A WIRE FENCE AND 2 FEET NORTHEAST OF A
 JB1717'WITNESS POST.  THE
 JB1717'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BASE LINE 1961.
 JB1717'
 JB1717'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1645 ***********************************************************************
 JB1645  DESIGNATION -  BASH
 JB1645  PID         -  JB1645
 JB1645  STATE/COUNTY-  IL/CLAY
 JB1645  USGS QUAD   -  ENTERPRISE (1970)
 JB1645
 JB1645                         *CURRENT SURVEY CONTROL
 JB1645  ___________________________________________________________________
 JB1645* NAD 83(1997)-  38 36 24.65983(N)    088 17 57.66810(W)     ADJUSTED  
 JB1645* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 JB1645  ___________________________________________________________________
 JB1645  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JB1645  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JB1645
 JB1645  HORZ ORDER  -  SECOND
 JB1645
 JB1645.The horizontal coordinates were established by classical geodetic methods
 JB1645.and adjusted by the National Geodetic Survey in October 1999..
 JB1645
 JB1645.The orthometric height was scaled from a topographic map.
 JB1645
 JB1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1645
 JB1645.The geoid height was determined by GEOID03.
 JB1645
 JB1645;                    North         East     Units Scale Factor Converg.
 JB1645;SPC IL E     -   215,335.413   302,959.806   MT  0.99997511   +0 01 16.3
 JB1645;SPC IL E     -   706,479.60    993,960.63   sFT  0.99997511   +0 01 16.3
 JB1645;UTM  16      - 4,273,950.307   386,864.654   MT  0.99975762   -0 48 39.0
 JB1645
 JB1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1645!SPC IL E     -   0.99998308  x   0.99997511  =   0.99995819
 JB1645!UTM  16      -   0.99998308  x   0.99975762  =   0.99974071
 JB1645
 JB1645|---------------------------------------------------------------------|
 JB1645| PID    Reference Object                     Distance      Geod. Az  |
 JB1645|                                                           dddmmss.s |
 JB1645| CI2935 BASH RM 1                            21.470 METERS 24200     |
 JB1645| CI2936 BASH RM 2                            23.988 METERS 30836     |
 JB1645| JB1642 CLAY CITY RAD STA KSC 370 MAST      APPROX. 8.1 KM 3233516.5 |
 JB1645| CI2934 BASH AZ MK                          APPROX. 1.6 KM 3475637.7 |
 JB1645|---------------------------------------------------------------------|
 JB1645
 JB1645                          SUPERSEDED SURVEY CONTROL
 JB1645
 JB1645  NAD 83(1997)-  38 36 24.66220(N)    088 17 57.66608(W) AD(       ) 2
 JB1645  NAD 83(1986)-  38 36 24.67205(N)    088 17 57.66545(W) AD(       ) 2
 JB1645  NAD 27      -  38 36 24.49464(N)    088 17 57.49931(W) AD(       ) 2
 JB1645
 JB1645.Superseded values are not recommended for survey control.
 JB1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1645.See file dsdata.txt to determine how the superseded data were derived.
 JB1645
 JB1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8686573950(NAD 83)
 JB1645_MARKER: DS = TRIANGULATION STATION DISK
 JB1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1645
 JB1645  HISTORY     - Date     Condition        Report By
 JB1645  HISTORY     - 1961     MONUMENTED       CGS
 JB1645
 JB1645                          STATION DESCRIPTION
 JB1645
 JB1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1645'IT IS ABOUT 7.5 MILES SOUTHWEST OF NOBLE, 6.5 MILES SOUTHEAST OF CLAY
 JB1645'CITY, IN THE SE 0.25 OF
 JB1645'SEC 15, T-2-N, R-8-E, AND ON THE PROPERTY OF MR
 JB1645'HUBERT EVANS.  IT IS 66 FEET
 JB1645'NORTHEAST OF THE SOUTHEAST CORNER OF A
 JB1645'BARN, 65 FEET EAST OF THE NORTHEAST CORNER OF
 JB1645'THE BARN, 62 FEET NORTH
 JB1645'OF THE CENTERLINE OF A DRIVEWAY, 19 FEET WEST OF A WITNESS POST
 JB1645'AND A WOODEN
 JB1645'FENCE, AND IN THE EAST EDGE OF A BARNYARD.  THE MONUMENT IS
 JB1645'FLUSH AND THE DISK IS
 JB1645'STAMPED BASH 1961.
 JB1645'
 JB1645'TO REACH THE STATION FROM THE U S POST OFFICE IN CLAY CITY, GO SOUTH
 JB1645'ON THE PAVED STREET FOR
 JB1645'0.7 MILE TO JUNCTION OF U S HIGHWAY 50.  CROSS
 JB1645'HIGHWAY 50 AND GO SOUTH ON THE
 JB1645'PAVED ROAD FOR 1.8 MILES TO A T-ROAD
 JB1645'INTERSECTION.  TURN LEFT AND GO EAST AND SOUTH ON
 JB1645'THE GRAVELED ROAD
 JB1645'FOR 2.4 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 JB1645'GRAVELED ROAD FOR
 JB1645'2.0 MILES TO A CROSSROAD.  CONTINUE EASTERLY ON
 JB1645'ROAD FOR 0.55 MILE TO THE AZIMUTH
 JB1645'MARK ON THE RIGHT.  CONTINUE EAST
 JB1645'ON THE GRAVELED ROAD FOR 0.3 MILE TO A
 JB1645'T-INTERSECTION.  TURN RIGHT
 JB1645'AND GO SOUTH ON THE GRAVELED ROAD FOR 1.0 MILE TO A
 JB1645'DRIVEWAY ON THE
 JB1645'RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR ABOUT 200 FEET TO
 JB1645'A BARN STRAIGHT
 JB1645'AHEAD AND THE STATION ON THE RIGHT.
 JB1645'
 JB1645'REFERENCE MARK 1 IS 12 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JB1645'BARN, 1 FOOT EAST OF A
 JB1645'FENCE AND SET IN THE SOUTHWEST EDGE OF BARNYARD.  THE
 JB1645'MONUMENT IS FLUSH AND THE
 JB1645'DISK IS STAMPED BASH NO 1 1961.
 JB1645'
 JB1645'REFERENCE MARK 2 IS 32 FEET NORTH OF THE NORTHEAST CORNER OF THE
 JB1645'BARN, 25 FEET SOUTH OF A
 JB1645'FENCE CORNER AND 1 FOOT EAST OF A FENCE.  THE MONUMENT
 JB1645'PROJECTS 1 INCH AND THE DISK
 JB1645'IS STAMPED BASH NO 2 1961.
 JB1645'
 JB1645'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 JB1645'ROAD, 9 FEET SOUTHWEST
 JB1645'OF A TELEPHONE POLE, 2 FEET EAST OF A WITNESS POST AND
 JB1645'1 FOOT NORTH OF A FENCE.  THE
 JB1645'MONUMENT PROJECTS 5 INCHES AND THE DISK
 JB1645'IS STAMPED BASH 1961.
 JB1645'
 JB1645'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI2934 ***********************************************************************
 CI2934  DESIGNATION -  BASH AZ MK
 CI2934  PID         -  CI2934
 CI2934  STATE/COUNTY-  IL/CLAY
 CI2934  USGS QUAD   -  ENTERPRISE (1970)
 CI2934
 CI2934                         *CURRENT SURVEY CONTROL
 CI2934  ___________________________________________________________________
 CI2934* NAD 83(1997)-  38 37 16.77813(N)    088 18 11.85743(W)     ADJUSTED  
 CI2934* NAVD 88     -       132.3    (meters)     434.     (feet)  GPS OBS   
 CI2934  ___________________________________________________________________
 CI2934  X           -     147,740.518 (meters)                     COMP
 CI2934  Y           -  -4,987,565.457 (meters)                     COMP
 CI2934  Z           -   3,959,624.021 (meters)                     COMP
 CI2934  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CI2934  ELLIP HEIGHT-         101.25  (meters)          (05/30/05) GPS OBS
 CI2934  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 CI2934
 CI2934  HORZ ORDER  -  FIRST
 CI2934  ELLP ORDER  -  FOURTH    CLASS I
 CI2934
 CI2934.The horizontal coordinates were established by GPS observations
 CI2934.and adjusted by the National Geodetic Survey in May 2005..
 CI2934
 CI2934.The orthometric height was determined by GPS observations and a
 CI2934.high-resolution geoid model.
 CI2934
 CI2934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI2934
 CI2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI2934
 CI2934.The ellipsoidal height was determined by GPS observations
 CI2934.and is referenced to NAD 83.
 CI2934
 CI2934.The geoid height was determined by GEOID03.
 CI2934
 CI2934;                    North         East     Units Scale Factor Converg.
 CI2934;SPC IL E     -   216,942.352   302,615.971   MT  0.99997508   +0 01 07.5
 CI2934;SPC IL E     -   711,751.70    992,832.56   sFT  0.99997508   +0 01 07.5
 CI2934;UTM  16      - 4,275,561.720   386,544.264   MT  0.99975851   -0 48 48.8
 CI2934
 CI2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI2934!SPC IL E     -   0.99998411  x   0.99997508  =   0.99995919
 CI2934!UTM  16      -   0.99998411  x   0.99975851  =   0.99974263
 CI2934
 CI2934                          SUPERSEDED SURVEY CONTROL
 CI2934
 CI2934.No superseded survey control is available for this station.
 CI2934
 CI2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8654475562(NAD 83)
 CI2934_MARKER: DD = SURVEY DISK
 CI2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI2934_STAMPING: BASH 1961
 CI2934_PROJECTION: FLUSH
 CI2934_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI2934+STABILITY: SURFACE MOTION
 CI2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI2934+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 CI2934
 CI2934  HISTORY     - Date     Condition        Report By
 CI2934  HISTORY     - 1961     MONUMENTED       CGS
 CI2934  HISTORY     - 20040630 GOOD             ILDT
 CI2934
 CI2934                          STATION DESCRIPTION
 CI2934
 CI2934'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RA)
 CI2934'TO REACH THE STATION FROM THE U S POST OFFICE IN CLAY CITY, GO SOUTH
 CI2934'ON ILLINOIS ST  STREET FOR   0.7 MILE TO JUNCTION OF U S HIGHWAY 50.
 CI2934'CROSS   HIGHWAY 50 AND CONTINUE  SOUTH  TO A T-ROAD   INTERSECTION.
 CI2934'TURN LEFT ON CR 500N AND GO EAST FOR 1.7 MI TO CR 14. GO  SOUTH ON
 CI2934'THE CR 14   FOR 4.2 MILES TO CR 150N.  TURN LEFT AND GO  EAST ON THE
 CI2934'GRAVELED ROAD FOR   2.0 MILES TO A CROSSROAD.  CONTINUE EASTERLY ON
 CI2934'ROAD  FOR 1.8 MILE TO THE AZIMUTH   MARK ON THE RIGHT.     THE AZIMUTH
 CI2934'MARK IS 39 FEET SOUTH OF  THE CENTERLINE  OF THE GRAVELED   ROAD, 9
 CI2934'FEET SOUTHWEST   OF A TELEPHONE POLE, 2 FEET EAST OF A WITNESS  POST
 CI2934'AND   1 FOOT NORTH OF A FENCE.  THE   MONUMENT PROJECTS 5 INCHES AND
 CI2934'THE DISK   IS  STAMPED BASH 1961.      HEIGHT OF LIGHT ABOVE STATION
 CI2934'MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7096 ***********************************************************************
 DH7096  DESIGNATION -  BATAVIA BM 101
 DH7096  PID         -  DH7096
 DH7096  STATE/COUNTY-  IL/KANE
 DH7096  USGS QUAD   -  AURORA NORTH (1993)
 DH7096
 DH7096                         *CURRENT SURVEY CONTROL
 DH7096  ___________________________________________________________________
 DH7096* NAD 83(1997)-  41 51 10.90335(N)    088 18 32.72784(W)     ADJUSTED  
 DH7096* NAVD 88     -       204.4    (meters)     671.     (feet)  GPS OBS   
 DH7096  ___________________________________________________________________
 DH7096  X           -     140,398.379 (meters)                     COMP
 DH7096  Y           -  -4,755,962.259 (meters)                     COMP
 DH7096  Z           -   4,233,572.754 (meters)                     COMP
 DH7096  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DH7096  ELLIP HEIGHT-         171.29  (meters)          (11/14/05) GPS OBS
 DH7096  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DH7096
 DH7096  HORZ ORDER  -  FIRST
 DH7096  ELLP ORDER  -  FOURTH    CLASS I
 DH7096
 DH7096.The horizontal coordinates were established by GPS observations
 DH7096.and adjusted by the SMITH ENG CONS INC in November 2005..
 DH7096
 DH7096.The orthometric height was determined by GPS observations and a
 DH7096.high-resolution geoid model.
 DH7096
 DH7096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7096
 DH7096.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7096
 DH7096.The ellipsoidal height was determined by GPS observations
 DH7096.and is referenced to NAD 83.
 DH7096
 DH7096.The geoid height was determined by GEOID03.
 DH7096
 DH7096;                    North         East     Units Scale Factor Converg.
 DH7096;SPC IL E     -   575,778.927   302,013.055   MT  0.99997505   +0 00 58.2
 DH7096;SPC IL E     - 1,889,034.70    990,854.50   sFT  0.99997505   +0 00 58.2
 DH7096;UTM  16      - 4,634,286.745   391,334.021   MT  0.99974530   -0 52 24.7
 DH7096
 DH7096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7096!SPC IL E     -   0.99997313  x   0.99997505  =   0.99994819
 DH7096!UTM  16      -   0.99997313  x   0.99974530  =   0.99971844
 DH7096
 DH7096                          SUPERSEDED SURVEY CONTROL
 DH7096
 DH7096.No superseded survey control is available for this station.
 DH7096
 DH7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9133434287(NAD 83)
 DH7096_MARKER: I = METAL ROD
 DH7096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH7096_STAMPING: BM 101
 DH7096_MARK LOGO: IL0560
 DH7096_PROJECTION: FLUSH
 DH7096_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DH7096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7096+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 DH7096_ROD/PIPE-DEPTH:  3.0 meters
 DH7096_SLEEVE-DEPTH  :  0.9 meters
 DH7096
 DH7096  HISTORY     - Date     Condition        Report By
 DH7096  HISTORY     - 20050404 MONUMENTED       STAFER
 DH7096
 DH7096                          STATION DESCRIPTION
 DH7096
 DH7096'DESCRIBED BY STACY FERGUSON LAND SURVEYING INC 2005 (BW)
 DH7096'THE STATION IS LOCATED IN THE CITY OF BATAVIA, IL. TO REACH THE
 DH7096'STATION FROM THE INTERSECTION OF RANDALL ROAD AND WILSON STREET  IN
 DH7096'BATAVIA, GO EAST ON WILSON STREET FOR 1.65 MILES TO ISLAND  STREET,
 DH7096'TURN LEFT AND GO NORTH FOR 0.20 MILE TO THE STATION ON THE  RIGHT. THE
 DH7096'STATION IS LOCATED IN THE NORTHWEST QUADRANT OF  PARKING LOT NORTH OF
 DH7096'CITY BUILDING. STATION IS AN ALUMINUM ROD  WITH DATUM POINT. STATION
 DH7096'IS 8.75 FEET SOUTH OF CONCRETE PAD OF  WINDMILL, 63.85 FEET SOUTHEAST
 DH7096'OF SOUTHEAST CORNER OF A  TRANSFORMER, 37.30 FEET WEST OF NORTHWEST
 DH7096'BOLT OF BASE OF LIGHT,  9.65 FEET EAST OF EAST FACE OF BRICK WALK, AND
 DH7096'4.44 FEET NORTH OF A  CUT CROSS ON CONCRETE CURB. ACCESS TO DATUM
 DH7096'POINT THROUGH 6  INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1406 ***********************************************************************
 MF1406  DESIGNATION -  BATAVIA CAMPANA SALES CO FLAG
 MF1406  PID         -  MF1406
 MF1406  STATE/COUNTY-  IL/KANE
 MF1406  USGS QUAD   -  AURORA NORTH (1993)
 MF1406
 MF1406                         *CURRENT SURVEY CONTROL
 MF1406  ___________________________________________________________________
 MF1406* NAD 83(1997)-  41 51 55.22187(N)    088 18 56.11997(W)     ADJUSTED  
 MF1406* NAVD 88     -                                                        
 MF1406  ___________________________________________________________________
 MF1406  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 MF1406  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF1406
 MF1406  HORZ ORDER  -  THIRD
 MF1406
 MF1406.The horizontal coordinates were established by classical geodetic methods
 MF1406.and adjusted by the National Geodetic Survey in October 1999..
 MF1406
 MF1406
 MF1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1406
 MF1406.The geoid height was determined by GEOID03.
 MF1406
 MF1406;                    North         East     Units Scale Factor Converg.
 MF1406;SPC IL E     -   577,146.117   301,473.200   MT  0.99997503   +0 00 42.6
 MF1406;SPC IL E     - 1,893,520.22    989,083.32   sFT  0.99997503   +0 00 42.6
 MF1406;UTM  16      - 4,635,661.839   390,815.582   MT  0.99974669   -0 52 41.1
 MF1406
 MF1406                          SUPERSEDED SURVEY CONTROL
 MF1406
 MF1406  NAD 83(1997)-  41 51 55.22280(N)    088 18 56.12151(W) AD(       ) 4
 MF1406  NAD 83(1986)-  41 51 55.22544(N)    088 18 56.13118(W) AD(       ) 4
 MF1406  NAD 27      -  41 51 55.12500(N)    088 18 55.86300(W) AD(       ) 3
 MF1406
 MF1406.Superseded values are not recommended for survey control.
 MF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1406.See file dsdata.txt to determine how the superseded data were derived.
 MF1406
 MF1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9081635662(NAD 83)
 MF1406_MARKER: 83 = FLAGSTAFF
 MF1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1406+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002
 MF1406
 MF1406  HISTORY     - Date     Condition        Report By
 MF1406  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1406  HISTORY     - 19980425 GOOD             USPSQD
 MF1406  HISTORY     - 20020805 GOOD             INDIV
 MF1406
 MF1406                          STATION DESCRIPTION
 MF1406
 MF1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1406'THE STATION IS THE CENTER OF THE BASE OF THE FLAGSTAFF OF
 MF1406'THE CAMPANA SALES COMPANY LOCATED ON A TOWER AT THE EAST
 MF1406'ENTRANCE TO THE COMPANY BUILDING ABOUT 0.05 MILE WEST OF
 MF1406'STATE HIGHWAY 31 AT JUST NORTH OF THE CITY LIMITS AT THE
 MF1406'NORTHWEST EDGE OF BATAVIA.  THE STAFF IS A STEEL POLE 45 FEET
 MF1406'HIGH AND THE TOWER IS 102 FEET HIGH.
 MF1406
 MF1406                          STATION RECOVERY (1998)
 MF1406
 MF1406'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1406'RECOVERED IN GOOD CONDITION.
 MF1406
 MF1406                          STATION RECOVERY (2002)
 MF1406
 MF1406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MDB)
 MF1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1399 ***********************************************************************
 MF1399  DESIGNATION -  BATAVIA FOX RIVER ORD PLT STK
 MF1399  PID         -  MF1399
 MF1399  STATE/COUNTY-  IL/KANE
 MF1399  USGS QUAD   -  AURORA NORTH (1993)
 MF1399
 MF1399                         *CURRENT SURVEY CONTROL
 MF1399  ___________________________________________________________________
 MF1399* NAD 83(1997)-  41 50 57.17950(N)    088 18 34.73831(W)     ADJUSTED  
 MF1399* NAVD 88     -                                                        
 MF1399  ___________________________________________________________________
 MF1399  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MF1399  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MF1399
 MF1399  HORZ ORDER  -  THIRD
 MF1399
 MF1399.The horizontal coordinates were established by classical geodetic methods
 MF1399.and adjusted by the National Geodetic Survey in October 1999..
 MF1399
 MF1399
 MF1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1399
 MF1399.The geoid height was determined by GEOID03.
 MF1399
 MF1399;                    North         East     Units Scale Factor Converg.
 MF1399;SPC IL E     -   575,355.504   301,966.797   MT  0.99997505   +0 00 56.9
 MF1399;SPC IL E     - 1,887,645.52    990,702.73   sFT  0.99997505   +0 00 56.9
 MF1399;UTM  16      - 4,633,864.188   391,281.206   MT  0.99974545   -0 52 25.9
 MF1399
 MF1399                          SUPERSEDED SURVEY CONTROL
 MF1399
 MF1399  NAD 83(1997)-  41 50 57.18028(N)    088 18 34.74004(W) AD(       ) 4
 MF1399  NAD 83(1986)-  41 50 57.18315(N)    088 18 34.74937(W) AD(       ) 4
 MF1399  NAD 27      -  41 50 57.08200(N)    088 18 34.48200(W) AD(       ) 3
 MF1399
 MF1399.Superseded values are not recommended for survey control.
 MF1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1399.See file dsdata.txt to determine how the superseded data were derived.
 MF1399
 MF1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9128133864(NAD 83)
 MF1399_MARKER: 63 = STACK
 MF1399
 MF1399  HISTORY     - Date     Condition        Report By
 MF1399  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1399  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 MF1399
 MF1399                          STATION DESCRIPTION
 MF1399
 MF1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1399'THE STATION IS THE CENTER OF THE TOP OF THE STACK OF THE FOX
 MF1399'RIVER ORDNANCE PLANT, LOCATED IN THE CENTRAL SECTION OF BATAVIA
 MF1399'ON THE WEST SIDE OF THE FOX RIVER AND SOUTH OF WILSON STREET.
 MF1399'IT IS A ROUND, RED BRICK STRUCTURE ABOUT 150 FEET HIGH SITUATED
 MF1399'NEAR THE CENTER OF BUILDINGS OF THE PLANT.
 MF1399
 MF1399                          STATION RECOVERY (1998)
 MF1399
 MF1399'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1394 ***********************************************************************
 MF1394  DESIGNATION -  BATAVIA FURNAS ELEC CO TANK
 MF1394  PID         -  MF1394
 MF1394  STATE/COUNTY-  IL/KANE
 MF1394  USGS QUAD   -  AURORA NORTH (1993)
 MF1394
 MF1394                         *CURRENT SURVEY CONTROL
 MF1394  ___________________________________________________________________
 MF1394* NAD 83(1997)-  41 51 04.63884(N)    088 19 25.14312(W)     ADJUSTED  
 MF1394* NAVD 88     -                                                        
 MF1394  ___________________________________________________________________
 MF1394  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MF1394  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MF1394
 MF1394  HORZ ORDER  -  THIRD
 MF1394
 MF1394.The horizontal coordinates were established by classical geodetic methods
 MF1394.and adjusted by the National Geodetic Survey in October 1999..
 MF1394
 MF1394
 MF1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1394
 MF1394.The geoid height was determined by GEOID03.
 MF1394
 MF1394;                    North         East     Units Scale Factor Converg.
 MF1394;SPC IL E     -   575,585.415   300,804.045   MT  0.99997501   +0 00 23.3
 MF1394;SPC IL E     - 1,888,399.82    986,887.94   sFT  0.99997501   +0 00 23.3
 MF1394;UTM  16      - 4,634,112.069   390,122.428   MT  0.99974856   -0 52 59.6
 MF1394
 MF1394                          SUPERSEDED SURVEY CONTROL
 MF1394
 MF1394  NAD 83(1997)-  41 51 04.63963(N)    088 19 25.14494(W) AD(       ) 4
 MF1394  NAD 83(1986)-  41 51 04.64245(N)    088 19 25.15423(W) AD(       ) 4
 MF1394  NAD 27      -  41 51 04.54200(N)    088 19 24.88500(W) AD(       ) 3
 MF1394
 MF1394.Superseded values are not recommended for survey control.
 MF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1394.See file dsdata.txt to determine how the superseded data were derived.
 MF1394
 MF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9012234112(NAD 83)
 MF1394_MARKER: 53 = ELEVATED TANK
 MF1394
 MF1394  HISTORY     - Date     Condition        Report By
 MF1394  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1394  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 MF1394  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 MF1394
 MF1394                          STATION DESCRIPTION
 MF1394
 MF1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1394'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 MF1394'FURNAS ELECTRIC COMPANY LOCATED AT THE SOUTHWEST CORNER OF
 MF1394'THE COMPANY PLANT IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 MF1394'OF VAN NORTWICK AVENUE AND MC KEE STREET IN THE WEST EDGE
 MF1394'OF BATAVIA.  IT IS A WOOD TANK SUPPORTED BY A FOUR-LEGGED STEEL
 MF1394'STRUCTURE AND IS PAINTED BLACK WITH THE NAME FURNAS ELECTRIC
 MF1394'MOTOR CONTROLS ON THE EAST SIDE AND FURNAS ON THE SOUTH SIDE
 MF1394'IN WHITE LETTERS.  THE HEIGHT IS ABOUT 90 FEET.
 MF1394
 MF1394                          STATION RECOVERY (1997)
 MF1394
 MF1394'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1394'MARK NOT FOUND.
 MF1394
 MF1394                          STATION RECOVERY (1998)
 MF1394
 MF1394'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1396 ***********************************************************************
 MF1396  DESIGNATION -  BATAVIA HOLY CROSS CATH CH
 MF1396  PID         -  MF1396
 MF1396  STATE/COUNTY-  IL/KANE
 MF1396  USGS QUAD   -  AURORA NORTH (1993)
 MF1396
 MF1396                         *CURRENT SURVEY CONTROL
 MF1396  ___________________________________________________________________
 MF1396* NAD 83(1997)-  41 51 00.73699(N)    088 18 10.69478(W)     ADJUSTED  
 MF1396* NAVD 88     -                                                        
 MF1396  ___________________________________________________________________
 MF1396  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 MF1396  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF1396
 MF1396  HORZ ORDER  -  THIRD
 MF1396
 MF1396.The horizontal coordinates were established by classical geodetic methods
 MF1396.and adjusted by the National Geodetic Survey in October 1999..
 MF1396
 MF1396
 MF1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1396
 MF1396.The geoid height was determined by GEOID03.
 MF1396
 MF1396;                    North         East     Units Scale Factor Converg.
 MF1396;SPC IL E     -   575,465.435   302,521.389   MT  0.99997508   +0 01 12.9
 MF1396;SPC IL E     - 1,888,006.18    992,522.26   sFT  0.99997508   +0 01 12.9
 MF1396;UTM  16      - 4,633,965.471   391,837.310   MT  0.99974396   -0 52 09.9
 MF1396
 MF1396                          SUPERSEDED SURVEY CONTROL
 MF1396
 MF1396  NAD 83(1997)-  41 51 00.73783(N)    088 18 10.69643(W) AD(       ) 4
 MF1396  NAD 83(1986)-  41 51 00.74067(N)    088 18 10.70581(W) AD(       ) 4
 MF1396  NAD 27      -  41 51 00.63900(N)    088 18 10.44000(W) AD(       ) 3
 MF1396
 MF1396.Superseded values are not recommended for survey control.
 MF1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1396.See file dsdata.txt to determine how the superseded data were derived.
 MF1396
 MF1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9183733965(NAD 83)
 MF1396_MARKER: 90 = CHURCH SPIRE
 MF1396
 MF1396  HISTORY     - Date     Condition        Report By
 MF1396  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1396  HISTORY     - 19971101 GOOD             USPSQD
 MF1396  HISTORY     - 19980425 GOOD             USPSQD
 MF1396
 MF1396                          STATION DESCRIPTION
 MF1396
 MF1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1396'THE STATION IS THE CENTER OF THE BASE OF A GOLD COLORED CROSS
 MF1396'AT THE CENTER OF THE TOP OF THE SPIRE OF THE HOLY CROSS CATHOLIC
 MF1396'CHURCH LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 MF1396'SOUTH VAN BUREN AND EAST WILSON STREETS IN THE EAST SECTION
 MF1396'OF BATAVIA.  THE SPIRE IS A WOODEN STRUCTURE COVERED WITH GRAY
 MF1396'SLATE SHINGLES AND IS ON THE SOUTHWEST CORNER OF A CREAM COLORED
 MF1396'STONE BUILDING.  THE HEIGHT IS ABOUT 110 FEET.
 MF1396
 MF1396                          STATION RECOVERY (1997)
 MF1396
 MF1396'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1396'RECOVERED IN GOOD CONDITION.
 MF1396
 MF1396                          STATION RECOVERY (1998)
 MF1396
 MF1396'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1460 ***********************************************************************
 KB1460  DESIGNATION -  BAUER
 KB1460  PID         -  KB1460
 KB1460  STATE/COUNTY-  IL/MACOUPIN
 KB1460  USGS QUAD   -  BUNKER HILL (1974)
 KB1460
 KB1460                         *CURRENT SURVEY CONTROL
 KB1460  ___________________________________________________________________
 KB1460* NAD 83(1997)-  39 05 08.29222(N)    089 55 23.49037(W)     ADJUSTED  
 KB1460* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 KB1460  ___________________________________________________________________
 KB1460  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 KB1460  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KB1460
 KB1460  HORZ ORDER  -  FIRST
 KB1460
 KB1460.The horizontal coordinates were established by classical geodetic methods
 KB1460.and adjusted by the National Geodetic Survey in October 1999..
 KB1460
 KB1460.The orthometric height was scaled from a topographic map.
 KB1460
 KB1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1460
 KB1460.The geoid height was determined by GEOID03.
 KB1460
 KB1460;                    North         East     Units Scale Factor Converg.
 KB1460;SPC IL W     -   268,504.015   721,064.681   MT  0.99994664   +0 09 12.6
 KB1460;SPC IL W     -   880,916.92  2,365,693.04   sFT  0.99994664   +0 09 12.6
 KB1460;UTM  16      - 4,330,348.357   247,158.390   MT  1.00038725   -1 50 38.4
 KB1460;UTM  15      - 4,330,787.478   766,131.248   MT  1.00047219   +1 56 27.6
 KB1460
 KB1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1460!SPC IL W     -   0.99997261  x   0.99994664  =   0.99991925
 KB1460!UTM  16      -   0.99997261  x   1.00038725  =   1.00035985
 KB1460!UTM  15      -   0.99997261  x   1.00047219  =   1.00044479
 KB1460
 KB1460|---------------------------------------------------------------------|
 KB1460| PID    Reference Object                     Distance      Geod. Az  |
 KB1460|                                                           dddmmss.s |
 KB1460| CI6682 BAUER RM 1                           44.967 METERS 00328     |
 KB1460| CI6684 BAUER RM 3                            5.960 METERS 04010     |
 KB1460| KB1445 GILLESPIE MUNICIPAL TANK            APPROX.10.3 KM 0565517.8 |
 KB1460| KB1449 SUPERIOR COAL CO MINE 3 STK         APPROX. 8.4 KM 0790413.8 |
 KB1460| KB1452 SUPERIOR COAL CO MINE 2 STK         APPROX.10.4 KM 0932211.9 |
 KB1460| KB1453 CONSOLIDATED COAL MINE 15 STK       APPROX.13.9 KM 0971431.0 |
 KB1460| KB1450 SUPERIOR COAL CO MINE 4 STK         APPROX. 6.4 KM 1115748.5 |
 KB1460| KB1456 STAUNTON MUNICIPAL TANK             APPROX.14.2 KM 1200558.0 |
 KB1460| KB1451 CONSOLIDATED COAL MINE 14 STK       APPROX.12.6 KM 1221245.5 |
 KB1460| CI6685 BAUER RM 4                            7.123 METERS 13742     |
 KB1460| CI6681 BAUER AZ MK                                        1794144.3 |
 KB1460| CI6683 BAUER RM 2                           45.101 METERS 27324     |
 KB1460|---------------------------------------------------------------------|
 KB1460
 KB1460                          SUPERSEDED SURVEY CONTROL
 KB1460
 KB1460  NAD 83(1986)-  39 05 08.30147(N)    089 55 23.47916(W) AD(       ) 1
 KB1460  NAD 27      -  39 05 08.13500(N)    089 55 23.11400(W) AD(       ) 1
 KB1460
 KB1460.Superseded values are not recommended for survey control.
 KB1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1460.See file dsdata.txt to determine how the superseded data were derived.
 KB1460
 KB1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ4715830348(NAD 83)
 KB1460_MARKER: DS = TRIANGULATION STATION DISK
 KB1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1460
 KB1460  HISTORY     - Date     Condition        Report By
 KB1460  HISTORY     - 1934     MONUMENTED       CGS
 KB1460  HISTORY     - 1957     GOOD             CGS
 KB1460  HISTORY     - 1974     GOOD             NGS
 KB1460
 KB1460                          STATION DESCRIPTION
 KB1460
 KB1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KB1460'ABOUT 3 MILES NORTH AND 1.5 MILES EAST OF BUNKER HILL, AT CORNER OF
 KB1460'SECTIONS 31, 6, 1, AND 36, JUST WEST OF THE CORNER POST OF
 KB1460'TOWNSHIPS HILLYARD, BUNKER HILL, DORCHESTER AND GILLESPIE. THE MARK
 KB1460'IS SET IN THE NORTHEAST CORNER OF A CULTIVATED FIELD, ON LAND
 KB1460'OWNED BY MR. BAUER WHO LIVES AT THE STATION. IT IS 27 FEET WEST OF
 KB1460'THE TOWNSHIP LINE ROAD, 15 FEET SOUTHWEST OF THE NORTHEAST
 KB1460'CORNER OF FENCE LINE, 8 FEET EAST OF EAST-WEST FENCE LINE, ABOUT 160
 KB1460'FEET NORTHWEST OF A SMALL CEMETERY, AND IS 1I INCHES BELOW THE
 KB1460'SURFACE OF THE GROUND.
 KB1460'
 KB1460'TO REACH FROM BUNKER HILL, GO NORTH AND EAST ON STATE HIGHWAY 110 FOR
 KB1460'3.5 MILES TO A CROSS ROAD TOWNSHIP LINE ROAD, TURN NORTH ON THIS
 KB1460'ROAD AND GO 1.0 MILE TO THE STATION ON THE WEST SIDE OF THE ROAD.
 KB1460'
 KB1460'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE STANDARD BRONZE
 KB1460'DISKS SET IN CONCRETE.
 KB1460'
 KB1460'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, ON THE EAST
 KB1460'EDGE OF A SMALL CHICKEN ENCLOSURE, 20 FEET SOUTH OF THE CENTER
 KB1460'LINE OF THE TOWNSHIP ROAD, 60 FEET SOUTH OF THE GATE, AND PROJECTS 12
 KB1460'INCHES. REFERENCE MARK NO. 2 IS WEST OF THE STATION, ON THE
 KB1460'NORTH EDGE OF THE FIELD, 0.5 FOOT SOUTH OF AN EAST-WEST FENCE LINE,
 KB1460'175 FEET WEST OF THE CENTER LINE OF THE ROAD, AND PROJECTS 9
 KB1460'INCHES. DISTANCE BETWEEN REFERENCE MARKS IS 209.02 FEET.
 KB1460'
 KB1460'AZIMUTH MARK IS 0.55 MILE SOUTH OF THE STATION, IN THE SOUTHEAST
 KB1460'CORNER OF A SMALL WHEAT FIELD, 0.5 FOOT WEST OF THE NORTH-SOUTH
 KB1460'FENCE LINE, ABOUT 20 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 KB1460'ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD. MARK PROJECTS 10 INCHES.
 KB1460'
 KB1460'87-FOOT TOWER AT KELSEY IS VISIBLE AT 25 FEET.
 KB1460'
 KB1460'110-FOOT TOWER AT RHODES IS VISIBLE AT 25 FEET.
 KB1460'
 KB1460'110-FOOT TOWER AT JOHNSON IS VISIBLE AT 10 FEET.
 KB1460'
 KB1460'100-FOOT TOWER AT GILLESPIE IS VISIBLE AT 25 FEET.
 KB1460'
 KB1460'110-FOOT TOWER AT STAUNTON AND DORSEY IS VISIBLE AT 25 FEET.
 KB1460
 KB1460                          STATION RECOVERY (1957)
 KB1460
 KB1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 KB1460'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WAS RECOVERED IN GOOD
 KB1460'CONDITION. DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 KB1460'FOLLOWING.
 KB1460'
 KB1460'FENCES REFERED TO IN STATION DESCRIPTION HAVE BEEN REMOVED. FENCE
 KB1460'REFERED TO IN REFERENCE MARK NO. 2 DESCRIPTION HAS BEEN REMOVED.
 KB1460'CHICKEN YARD ENCLOSURE REFERED TO IN DESCRIPTION FOR REFERENCE MARK
 KB1460'NO. 1 IS NOW A PART OF A CORN FIELD.
 KB1460'
 KB1460'STATION IS LOCATED 35.4 FEET WEST OF C/L OF ROAD, 23.7 FEET NORTHWEST
 KB1460'OF THE SOUTH END OF A 14 INCH CONCRETE CULVERT, AND 22.7 FEET
 KB1460'SOUTHWEST OF A POWER POLE. MARK IS ABOUT 16 INCHES BELOW THE SURFACE.
 KB1460'
 KB1460'REFERENCE MARK NO. 1 IS 60.7 FEET SOUTH OF A POWER POLE, 22 FEET WEST
 KB1460'OF C/L ROAD AND PROJECTS ABOUT 6 INCHES.
 KB1460'
 KB1460'REFERENCE MARK NO.2 IS 159.7 FEET WEST-SOUTHWEST OF A POWER POLE AND
 KB1460'PROJECTS ABOUT 6 INCHES.
 KB1460'
 KB1460'AZIMUTH MARK IS 34.4 FEET SOUTH-SOUTHWEST OF A POWER POLE, 25.5 FEET
 KB1460'WEST OF C/L OF ROAD, 21.5 FEET NORTHEAST OF A SMALL APPLE TREE
 KB1460'AND PROJECTS ABOUT 8 INCHES.
 KB1460'
 KB1460'TO REACH FROM CENTER OF BUNKER HILL GO 1.8 MILES NORTH ON STATE ROUTE
 KB1460'112 TO JUNCTION WITH STATE ROUTE 138, TURN RIGHT AND GO 1.5
 KB1460'MILES EAST TO INTERSECTION, TURN LEFT AND GO 1.0 MILE NORTH TO
 KB1460'STATION ON LEFT.
 KB1460
 KB1460                          STATION RECOVERY (1974)
 KB1460
 KB1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KB1460'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 KB1460'REFERENCE MARKS 1 AND 2 WERE FOUND TO HAVE BEEN DISTURBED BY
 KB1460'CULTIVATION AND WERE REMOVED FROM FIELD.  REFERENCE MARKS 3 AND 4
 KB1460'WERE SET.  A NEW DESCRIPTION FOLLOWS--
 KB1460'
 KB1460'THE STATION IS LOCATED ABOUT 3 MILES WEST OF RODCHESTER, AT THE EAST
 KB1460'EDGE OF A CULTIVATED FIELD OWNED BY M. JOHN BAUER, 35 FEET WEST OF
 KB1460'THE CENTERLINE OF OILED ROAD, 20 FEET SOUTHWEST OF A POWER POLE AND
 KB1460'17 FEET WEST SOUTHWEST OF THE NORTH END OF A CONCRETE TILE UNDER
 KB1460'FIELD ENTRANCE.  THE MONUMENT IS ABOUT 12 INCHES UNDERGROUND AND
 KB1460'THE DISK IS STAMPED BAUER 1934.
 KB1460'
 KB1460'TO REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 138 AND 159
 KB1460'ABOUT 2 MILES NORTH OF BUNKER HILL, GO EASTERLY ON HIGHWAY 138 FOR
 KB1460'1.55 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON OILED ROAD
 KB1460'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 KB1460'THE ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT.
 KB1460'
 KB1460'REFERENCE MARK 3 IS 10 FEET NORTHEAST OF THE NORTH END OF THE TILE,
 KB1460'2 FEET SOUTHEAST OF THE POWER POLE AND 23 FEET WEST OF THE
 KB1460'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 KB1460'IS STAMPED BAUER 1934 NO 3 1974.
 KB1460'
 KB1460'REFERENCE MARK 4 IS 21 FEET WEST OF THE CENTERLINE OF THE ROAD, 2
 KB1460'FEET SOUTHWEST OF THE SOUTH END OF THE TILE, 34 FEET SOUTH OF THE
 KB1460'POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 KB1460'PROJECTS 6 INCHES AND THE DISK IS STAMPED BAUER 1934 NO 4 1974.
 KB1460'
 KB1460'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 KB1460'OF A ROUND CONCRETE POST PROJECTING 10 INCHES AND STAMPED BAUER
 KB1460'1934 AZIMUTH, 187 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 34
 KB1460'FEET SOUTH OF A POWER POLE AND 25 FEET WEST OF THE CENTERLINE OF
 KB1460'THE ROAD.
 KB1460'
 KB1460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 KB1460'NORTHEAST OF BUNKER HILL.
 KB1460'
 KB1460'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI6685 ***********************************************************************
 CI6685  DESIGNATION -  BAUER RM 4
 CI6685  PID         -  CI6685
 CI6685  STATE/COUNTY-  IL/MACOUPIN
 CI6685  USGS QUAD   -  BUNKER HILL (1974)
 CI6685
 CI6685                         *CURRENT SURVEY CONTROL
 CI6685  ___________________________________________________________________
 CI6685* NAD 83(1997)-  39 05 08.12136(N)    089 55 23.29091(W)     ADJUSTED  
 CI6685* NAVD 88     -       205.3    (meters)     674.     (feet)  GPS OBS   
 CI6685  ___________________________________________________________________
 CI6685  X           -       6,650.570 (meters)                     COMP
 CI6685  Y           -  -4,957,472.769 (meters)                     COMP
 CI6685  Z           -   3,999,806.564 (meters)                     COMP
 CI6685  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CI6685  ELLIP HEIGHT-         174.03  (meters)          (12/06/04) GPS OBS
 CI6685  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 CI6685
 CI6685  HORZ ORDER  -  FIRST
 CI6685  ELLP ORDER  -  FOURTH    CLASS I
 CI6685
 CI6685.The horizontal coordinates were established by GPS observations
 CI6685.and adjusted by the WOOLPERT CONSULTANTS in March 2004..
 CI6685
 CI6685.The orthometric height was determined by GPS observations and a
 CI6685.high-resolution geoid model.
 CI6685
 CI6685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI6685
 CI6685.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI6685
 CI6685.The ellipsoidal height was determined by GPS observations
 CI6685.and is referenced to NAD 83.
 CI6685
 CI6685.The geoid height was determined by GEOID03.
 CI6685
 CI6685;                    North         East     Units Scale Factor Converg.
 CI6685;SPC IL W     -   268,498.759   721,069.489   MT  0.99994664   +0 09 12.8
 CI6685;SPC IL W     -   880,899.68  2,365,708.82   sFT  0.99994664   +0 09 12.8
 CI6685;UTM  16      - 4,330,342.935   247,163.013   MT  1.00038722   -1 50 38.2
 CI6685;UTM  15      - 4,330,782.372   766,136.220   MT  1.00047222   +1 56 27.7
 CI6685
 CI6685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI6685!SPC IL W     -   0.99997270  x   0.99994664  =   0.99991934
 CI6685!UTM  16      -   0.99997270  x   1.00038722  =   1.00035991
 CI6685!UTM  15      -   0.99997270  x   1.00047222  =   1.00044490
 CI6685
 CI6685                          SUPERSEDED SURVEY CONTROL
 CI6685
 CI6685  ELLIP H (03/22/04)  174.03   (m)                       GP(       ) 3 1
 CI6685
 CI6685.Superseded values are not recommended for survey control.
 CI6685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI6685.See file dsdata.txt to determine how the superseded data were derived.
 CI6685
 CI6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ4716330343(NAD 83)
 CI6685_MARKER: DR = REFERENCE MARK DISK
 CI6685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI6685_STAMPING: BAUER NO 4 1934 1974
 CI6685_MARK LOGO: NGS   
 CI6685_PROJECTION: PROJECTING 2 CENTIMETERS
 CI6685_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI6685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI6685+STABILITY: SURFACE MOTION
 CI6685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI6685+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 CI6685
 CI6685  HISTORY     - Date     Condition        Report By
 CI6685  HISTORY     - 1974     MONUMENTED       NGS
 CI6685  HISTORY     - 20040121 GOOD             WOOLPT
 CI6685
 CI6685                          STATION DESCRIPTION
 CI6685
 CI6685'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 CI6685'THIS STATION IS LOCATED APPROXIMATELY 15.8 MI SOUTHWEST OF THECITY OF
 CI6685'LITCHFIELD, 6.8 MI SOUTHEAST OF THE COMMUNITY OF SHIPMAN,AND 3.35 MI
 CI6685'NORTH-NORTHEAST OF THE COMMUNITY OF BUNKER HILL, ONTHE WEST SIDE OF
 CI6685'WHITEFIELD ROAD.
 CI6685' 
 CI6685'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 159
 CI6685'(WASHINGTON STREET) WITH COUNTY HIGHWAY 14 (WARREN STREET), INTHE
 CI6685'CENTER OF THE COMMUNITY OF BUNKER HILL, GO NORTH 2.00 MI ONHIGHWAY 159
 CI6685'TO THE JUNCTION OF HIGHWAY 159 WITH STATE HIGHWAY 139(MILE STATION
 CI6685'ROAD), TURN RIGHT AND GO EAST 1.50 MI ON HIGHWAY 139 TO THE JUNCTION
 CI6685'OF HIGHWAY 139 WITH WHITEFIELD ROAD, TURNLEFT AND GO NORTH 1.00 MI ON
 CI6685'WHITEFIELD ROAD TO THE STATION ONTHE LEFT. THE STATION IS A STANDARD
 CI6685'BRONZE CGS REFERENCE MARKDISK STAMPED --BAUER NO 4 1934 1974-- SET
 CI6685'INTO THE TOP OF A12-INCH DIAMETER CONCRETE MONUMENT, PROJECTING 2 CM
 CI6685'ABOVE GROUND.
 CI6685' 
 CI6685'THE STATION IS 62.2 M (204.2 FT) SOUTH OF A UTILITY POLE, 22.6 M(74.3
 CI6685'FT) NORTH OF A UTILITY POLE, 14.2 M (46.5 FT) WEST OF ANDOPPOSITE SIDE
 CI6685'OF WHITEFIELD ROAD OF A CONCRETE POST MARKER WITH--102TR-- ENGRAVED,
 CI6685'6.4 M (21 FT) WEST OF THE CENTERLINE OFWHITEFIELD ROAD, 3.7 M (12.1
 CI6685'FT) WEST OF THE WEST EDGE OFWHITEFIELD ROAD, AND 0.5 M (1.5 FT) EAST
 CI6685'OF METAL WITNESS POST.
 CI6685' 
 CI6685'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1299 ***********************************************************************
 KB1299  DESIGNATION -  BAUMGARTNER
 KB1299  PID         -  KB1299
 KB1299  STATE/COUNTY-  IL/MOULTRIE
 KB1299  USGS QUAD   -  SULLIVAN (1983)
 KB1299
 KB1299                         *CURRENT SURVEY CONTROL
 KB1299  ___________________________________________________________________
 KB1299* NAD 83(1997)-  39 32 06.33974(N)    088 33 56.33049(W)     ADJUSTED  
 KB1299* NAVD 88     -       200.1    (meters)     656.     (feet)  GPS OBS   
 KB1299  ___________________________________________________________________
 KB1299  X           -     123,301.868 (meters)                     COMP
 KB1299  Y           -  -4,924,312.570 (meters)                     COMP
 KB1299  Z           -   4,038,416.137 (meters)                     COMP
 KB1299  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 KB1299  ELLIP HEIGHT-         167.85  (meters)          (12/06/04) GPS OBS
 KB1299  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB1299
 KB1299  HORZ ORDER  -  FIRST
 KB1299  ELLP ORDER  -  FOURTH    CLASS I
 KB1299
 KB1299.The horizontal coordinates were established by GPS observations
 KB1299.and adjusted by the National Geodetic Survey in December 2002..
 KB1299
 KB1299.The orthometric height was determined by GPS observations and a
 KB1299.high-resolution geoid model.
 KB1299
 KB1299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1299
 KB1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1299
 KB1299.The ellipsoidal height was determined by GPS observations
 KB1299.and is referenced to NAD 83.
 KB1299
 KB1299.The geoid height was determined by GEOID03.
 KB1299
 KB1299;                    North         East     Units Scale Factor Converg.
 KB1299;SPC IL E     -   318,408.826   280,028.418   MT  0.99997991   -0 08 52.4
 KB1299;SPC IL E     - 1,044,646.29    918,726.57   sFT  0.99997991   -0 08 52.4
 KB1299;UTM  16      - 4,377,329.656   365,451.693   MT  0.99982289   -0 59 48.3
 KB1299
 KB1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1299!SPC IL E     -   0.99997367  x   0.99997991  =   0.99995358
 KB1299!UTM  16      -   0.99997367  x   0.99982289  =   0.99979656
 KB1299
 KB1299:                Primary Azimuth Mark                     Grid Az
 KB1299:SPC IL E     -  BAUMGARTNER AZ MK                        089 45 11.9
 KB1299:UTM  16      -  BAUMGARTNER AZ MK                        090 36 07.8
 KB1299
 KB1299|---------------------------------------------------------------------|
 KB1299| PID    Reference Object                     Distance      Geod. Az  |
 KB1299|                                                           dddmmss.s |
 KB1299| KB1300 BAUMGARTNER AZ MK                   APPROX. 0.8 KM 0893619.5 |
 KB1299| CI6686 BAUMGARTNER RM 1                     27.585 METERS 18747     |
 KB1299| KB1301 T13N R6E SECS 29 30 31 32            13.820 METERS 31523     |
 KB1299| CI6687 BAUMGARTNER RM 2                     26.965 METERS 35057     |
 KB1299|---------------------------------------------------------------------|
 KB1299
 KB1299                          SUPERSEDED SURVEY CONTROL
 KB1299
 KB1299  ELLIP H (12/18/02)  167.85   (m)                       GP(       ) 4 2
 KB1299  NAD 83(1997)-  39 32 06.33886(N)    088 33 56.33281(W) AD(       ) 1
 KB1299  NAD 83(1986)-  39 32 06.35172(N)    088 33 56.32491(W) AD(       ) 1
 KB1299  NAD 27      -  39 32 06.22732(N)    088 33 56.10065(W) AD(       ) 1
 KB1299  NGVD 29 (07/19/86)  200.3    (m)          657.     (f) VERT ANG       
 KB1299
 KB1299.Superseded values are not recommended for survey control.
 KB1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1299.See file dsdata.txt to determine how the superseded data were derived.
 KB1299
 KB1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6545277330(NAD 83)
 KB1299_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1299_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1299+STABILITY: SURFACE MOTION
 KB1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1299+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB1299
 KB1299  HISTORY     - Date     Condition        Report By
 KB1299  HISTORY     - 1980     MONUMENTED       NGS
 KB1299  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1299
 KB1299                          STATION DESCRIPTION
 KB1299
 KB1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1299'THE STATION IS LOCATED ABOUT 11.7 KM NORTH-NORTHEAST OF
 KB1299'WINDSOR, 8.0 KM SOUTHEAST OF SULLIVAN, 3.6 KM SOUTHWEST
 KB1299'OF ALLENVILLE, IN THE NW1/4,NW1/4,S32,T13W,R6E OF
 KB1299'EAST NELSON TOWNSHIP, AND ON PROPERTY OF
 KB1299'MR. WM. BAUMGARTNER, ROUTE 3, SULLIVAN, IL 61951.
 KB1299'TELEPHONE NUMBER 217-728-7173.
 KB1299'
 KB1299'TO REACH THE STATION FROM THE POST OFFICE IN ALLENVILLE,
 KB1299'GO EAST ON A PAVED ROAD FOR 15.2 METERS (50 FEET) TO A
 KB1299'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD
 KB1299'FOR 3.8 KM (2.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 KB1299'WEST ON A PAVED ROAD FOR 2.5 KM (1.55 MI) TO A CROSSROAD
 KB1299'AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE.  CONTINUE
 KB1299'AHEAD ON THE PAVED ROAD FOR 0.7 KM (0.45 MI) TO THE
 KB1299'STATION ON THE LEFT, JUST BEFORE A CROSSROAD.
 KB1299'
 KB1299'THE STATION IS A STANDARD NGS DISK
 KB1299'STAMPED---BAUMGARTNER 1980---,
 KB1299'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1299'RECESSED 14 CM BELOW THE GROUND.  IT IS LOCATED
 KB1299'10.0 METERS SOUTH FROM THE CENTER OF A PAVED ROAD,
 KB1299'9.1 METERS EAST FROM THE CENTER OF A PAVED ROAD, AND
 KB1299'5.15 METERS NORTHEAST FROM A METAL WITNESS POST AT A GUY POLE.
 KB1299'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1299'STAMPED---BAUMGARTNER 1980---,
 KB1299'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 KB1299'
 KB1299'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1299'STAMPED---BAUMGARTNER NO 1 1980---,
 KB1299'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1299'FLUSH WITH GROUND.  IT IS LOCATED
 KB1299'37.3 METERS SOUTH FROM THE CENTER OF A PAVED ROAD,
 KB1299'23.7 METERS SOUTH FROM THE METAL WITNESS POST, AND
 KB1299'4.85 METERS EAST FROM THE CENTER OF A PAVED ROAD.
 KB1299'MARK IS LEVEL WITH STATION.
 KB1299'
 KB1299'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1299'STAMPED---BAUMGARTNER NO 2 1980---,
 KB1299'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1299'FLUSH WITH GROUND.  IT IS LOCATED
 KB1299'17.0 METERS NORTH FROM THE CENTER OF A PAVED ROAD,
 KB1299'12.38 METERS EAST-SOUTHEAST FROM POWER POLE NUMBER E21, AND
 KB1299'6.0 METERS EAST FROM THE CENTER OF A PAVED ROAD.
 KB1299'MARK IS LEVEL WITH STATION.
 KB1299'
 KB1299'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1299'STAMPED---BAUMGARTNER 1980---,
 KB1299'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1299'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 KB1299'5.9 METERS SOUTH FROM THE CENTER OF A PAVED ROAD,
 KB1299'4.8 METERS WEST FROM THE CENTER OF A DIRT ROAD, AND
 KB1299'0.80 METER NORTHEAST FROM A METAL WITNESS POST.
 KB1299'
 KB1299'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.5 METERS.
 KB1299
 KB1299                          STATION RECOVERY (2000)
 KB1299
 KB1299'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1299'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1299'RECOVERED IN GOOD CONDITION. THE STATION IS LOCATED ABOUT 11.7 KM
 KB1299'NORTH-NORTHEAST OFWINDSOR, 8.0 KM SOUTHEAST OF SULLIVAN, 3.6 KM
 KB1299'SOUTHWESTOF ALLENVILLE, NEAR THE NORTHWEST CORNER IN THE
 KB1299'NORTHWEST 1/4, SECTION 32,TOWNSHIP 13 NORTH, RANGE 6 EAST, 3RD
 KB1299'P.M. EAST NELSON TOWNSHIP.  TO REACH FROM THE INTERSECTION OF
 KB1299'STATE ROUTE 121 AND 000E COUNTY ROAD (COLES COUNTY) 1800 E COUNTY
 KB1299'ROAD (MOULTRIE COUNTY) NEAR THE SMALL TOWN OF COLES, PROCEED
 KB1299'NORTHWEST ON STATE ROUTE 121 FOR 1.75 MILES (2.8 KM) TO THE
 KB1299'INTERSECTION OF 900N COUNTY ROAD (POORLY MARKED), TURN LEFT, GO
 KB1299'WEST FOR 3. 75 MILES (6.05 KM) TO THE CROSSROAD AND THE STATION AS
 KB1299'DESCRIBED ON THE LEFT AT THE SOUTHEAST INTERSECTION OF THE
 KB1299'CROSSROAD.
 KB1299' 
 KB1299'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1300 ***********************************************************************
 KB1300  DESIGNATION -  BAUMGARTNER AZ MK
 KB1300  PID         -  KB1300
 KB1300  STATE/COUNTY-  IL/MOULTRIE
 KB1300  USGS QUAD   -  SULLIVAN (1983)
 KB1300
 KB1300                         *CURRENT SURVEY CONTROL
 KB1300  ___________________________________________________________________
 KB1300* NAD 83(1997)-  39 32 06.51714(N)    088 33 22.81213(W)     ADJUSTED  
 KB1300* NAVD 88     -       199.5    (meters)     655.     (feet)  VERTCON   
 KB1300  ___________________________________________________________________
 KB1300  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 KB1300  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB1300
 KB1300  HORZ ORDER  -  SECOND
 KB1300
 KB1300.The horizontal coordinates were established by classical geodetic methods
 KB1300.and adjusted by the National Geodetic Survey in October 1999..
 KB1300
 KB1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1300
 KB1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1300
 KB1300.The geoid height was determined by GEOID03.
 KB1300
 KB1300;                    North         East     Units Scale Factor Converg.
 KB1300;SPC IL E     -   318,412.272   280,828.851   MT  0.99997952   -0 08 31.0
 KB1300;SPC IL E     - 1,044,657.60    921,352.66   sFT  0.99997952   -0 08 31.0
 KB1300;UTM  16      - 4,377,321.244   366,251.963   MT  0.99982024   -0 59 27.0
 KB1300
 KB1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1300!SPC IL E     -   0.99997375  x   0.99997952  =   0.99995327
 KB1300!UTM  16      -   0.99997375  x   0.99982024  =   0.99979399
 KB1300
 KB1300                          SUPERSEDED SURVEY CONTROL
 KB1300
 KB1300  NAD 83(1986)-  39 32 06.52999(N)    088 33 22.80423(W) AD(       ) 2
 KB1300  NAD 27      -  39 32 06.40586(N)    088 33 22.58100(W) AD(       ) 2
 KB1300  NGVD 29 (07/19/86)  199.6    (m)          655.     (f) VERT ANG       
 KB1300
 KB1300.Superseded values are not recommended for survey control.
 KB1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1300.See file dsdata.txt to determine how the superseded data were derived.
 KB1300
 KB1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6625277321(NAD 83)
 KB1300_MARKER: DZ = AZIMUTH MARK DISK
 KB1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1300+STABILITY: SURFACE MOTION
 KB1300
 KB1300  HISTORY     - Date     Condition        Report By
 KB1300  HISTORY     - 1980     MONUMENTED       NGS
 KB1300
 KB1300                          STATION DESCRIPTION
 KB1300
 KB1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1300'THE STATION IS LOCATED ABOUT 12.0 KM NORTH-NORTHEAST OF
 KB1300'WINDSOR, 8.4 KM SOUTHEAST OF SULLIVAN, 3.2 KM SOUTHWEST OF
 KB1300'ALLENVILLE, IN THE NE1/4,NW1/4,S32,T13W,R6E OF
 KB1300'EAST NELSON TOWNSHIP, AND ON PROPERTY OF
 KB1300'MR. WM. BAUMGARTNER, ROUTE 3, SULLIVAN, IL 61951.
 KB1300'TELEPHONE NUMBER 217-728-7173.
 KB1300'
 KB1300'TO REACH THE STATION FROM THE POST OFFICE IN ALLENVILLE,
 KB1300'GO EAST ON A PAVED ROAD FOR 15.2 METERS (50 FEET) TO A
 KB1300'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD
 KB1300'FOR 3.8 KM (2.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 KB1300'WEST ON A PAVED ROAD FOR 2.5 KM (1.55 MI) TO A CROSSROAD
 KB1300'AND THE STATION IN THE SOUTHWEST ANGLE.
 KB1300'
 KB1300'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 KB1300'STAMPED---BAUMGARTNER 1980---,
 KB1300'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1300'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 KB1300'5.9 METERS SOUTH FROM THE CENTER OF A PAVED ROAD,
 KB1300'4.8 METERS WEST FROM THE CENTER OF A DIRT ROAD, AND
 KB1300'0.80 METER NORTHEAST FROM A METAL WITNESS POST.
 KB1300'
 KB1300'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1853 ***********************************************************************
 HB1853  DESIGNATION -  BAY R 9 17
 HB1853  PID         -  HB1853
 HB1853  STATE/COUNTY-  IL/POPE
 HB1853  USGS QUAD   -  BROWNFIELD (1996)
 HB1853
 HB1853                         *CURRENT SURVEY CONTROL
 HB1853  ___________________________________________________________________
 HB1853* NAD 83(1997)-  37 20 10.99651(N)    088 36 32.87365(W)     ADJUSTED  
 HB1853* NAVD 88     -       105.6    (meters)     346.     (feet)  GPS OBS   
 HB1853  ___________________________________________________________________
 HB1853  X           -     123,245.380 (meters)                     COMP
 HB1853  Y           -  -5,076,003.463 (meters)                     COMP
 HB1853  Z           -   3,847,188.735 (meters)                     COMP
 HB1853  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HB1853  ELLIP HEIGHT-          76.77  (meters)          (03/08/05) GPS OBS
 HB1853  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HB1853
 HB1853  HORZ ORDER  -  FIRST
 HB1853  ELLP ORDER  -  FOURTH    CLASS I
 HB1853
 HB1853.The horizontal coordinates were established by classical geodetic methods
 HB1853.and adjusted by the National Geodetic Survey in October 1999..
 HB1853
 HB1853.The orthometric height was determined by GPS observations and a
 HB1853.high-resolution geoid model.
 HB1853
 HB1853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1853
 HB1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1853
 HB1853.The ellipsoidal height was determined by GPS observations
 HB1853.and is referenced to NAD 83.
 HB1853
 HB1853.The geoid height was determined by GEOID03.
 HB1853
 HB1853;                    North         East     Units Scale Factor Converg.
 HB1853;SPC IL E     -    74,357.925   275,559.893   MT  0.99998235   -0 10 02.2
 HB1853;SPC IL E     -   243,955.96    904,066.08   sFT  0.99998235   -0 10 02.2
 HB1853;UTM  16      - 4,133,404.223   357,453.987   MT  0.99985030   -0 58 33.9
 HB1853
 HB1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1853!SPC IL E     -   0.99998795  x   0.99998235  =   0.99997030
 HB1853!UTM  16      -   0.99998795  x   0.99985030  =   0.99983825
 HB1853
 HB1853:                Primary Azimuth Mark                     Grid Az
 HB1853:SPC IL E     -  BAY R 9 17 AZ MK                         220 27 12.6
 HB1853:UTM  16      -  BAY R 9 17 AZ MK                         221 15 44.3
 HB1853
 HB1853|---------------------------------------------------------------------|
 HB1853| PID    Reference Object                     Distance      Geod. Az  |
 HB1853|                                                           dddmmss.s |
 HB1853| HB1852 BAY R 9 17 AZ MK                    APPROX. 0.5 KM 2201710.4 |
 HB1853|---------------------------------------------------------------------|
 HB1853
 HB1853                          SUPERSEDED SURVEY CONTROL
 HB1853
 HB1853  ELLIP H (10/21/99)   76.76   (m)                       GP(       ) 4 1
 HB1853  NAD 83(1997)-  37 20 11.00127(N)    088 36 32.87207(W) AD(       ) 1
 HB1853  NAD 83(1986)-  37 20 11.00730(N)    088 36 32.87567(W) AD(       ) 1
 HB1853
 HB1853.Superseded values are not recommended for survey control.
 HB1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1853.See file dsdata.txt to determine how the superseded data were derived.
 HB1853
 HB1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5745433404(NAD 83)
 HB1853_MARKER: I = METAL ROD
 HB1853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1853_SP_SET: STAINLESS STEEL ROD
 HB1853_STAMPING: BAY R-9-17 1991
 HB1853_MARK LOGO: USFS  
 HB1853_PROJECTION: FLUSH
 HB1853_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1853+STABILITY: POSITION/ELEVATION WELL
 HB1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1853+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1853_ROD/PIPE-DEPTH: 43.6 meters
 HB1853
 HB1853  HISTORY     - Date     Condition        Report By
 HB1853  HISTORY     - 1991     MONUMENTED       USFS
 HB1853  HISTORY     - 19921212 GOOD
 HB1853
 HB1853                          STATION DESCRIPTION
 HB1853
 HB1853'DESCRIBED BY US FOREST SERVICE 1991
 HB1853'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 LOCATED
 HB1853'IN HARRISBURG, IL GO SOUTHERLY ON ROUTE 145 49.5 KM (30.8 MI) TO A
 HB1853'SIDE ROAD TO THE LEFT (EAST) BROWNFIELD ROAD, TURN LEFT (EAST) ON
 HB1853'BROWNFIELD ROAD AND GO 2.4 KM (1.5 MI) TO A CROSSROADS, CONTINUE
 HB1853'EASTERLY ON BAY VALLEY ROAD 3.9 KM (2.4 MI) TO A SIDE ROAD TO THE
 HB1853'LEFT (NORTH) CONTINUE AROUND A CURVE TO THE SOUTH 0.81 KM (0.50 MI)
 HB1853'TO THE STATION ON THE RIGHT (WEST) SIDE OF THE ROAD.  STATION (BAY) IS
 HB1853'AN ALUMINUM CYLINDER WITH ACCESS COVER, SET IN CONCRETE WITH CENTER
 HB1853'PUNCHED VERTICAL STAINLESS STEEL ROD INSIDE ACCESS COVER.
 HB1853'1.)  6.4M  NORTHWEST OF THE CENTERLINE OF THE ROAD.
 HB1853'2.)  76.8M SOUTHWEST OF A BLACK OAK TREE.
 HB1853'3.)  51.2M NORTHEAST OF A 12 INCH DIAMETER WALNUT TREE.
 HB1853
 HB1853                          STATION RECOVERY (1992)
 HB1853
 HB1853'RECOVERED 1992
 HB1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1852 ***********************************************************************
 HB1852  DESIGNATION -  BAY R 9 17 AZ MK
 HB1852  PID         -  HB1852
 HB1852  STATE/COUNTY-  IL/POPE
 HB1852  USGS QUAD   -  BROWNFIELD (1996)
 HB1852
 HB1852                         *CURRENT SURVEY CONTROL
 HB1852  ___________________________________________________________________
 HB1852* NAD 83(1997)-  37 19 58.33662(N)    088 36 46.31231(W)     ADJUSTED  
 HB1852* NAVD 88     -       106.1    (meters)     348.     (feet)  GPS OBS   
 HB1852  ___________________________________________________________________
 HB1852  X           -     122,920.405 (meters)                     COMP
 HB1852  Y           -  -5,076,248.520 (meters)                     COMP
 HB1852  Z           -   3,846,878.718 (meters)                     COMP
 HB1852  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HB1852  ELLIP HEIGHT-          77.28  (meters)          (03/08/05) GPS OBS
 HB1852  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HB1852
 HB1852  HORZ ORDER  -  FIRST
 HB1852  ELLP ORDER  -  FOURTH    CLASS I
 HB1852
 HB1852.The horizontal coordinates were established by classical geodetic methods
 HB1852.and adjusted by the National Geodetic Survey in October 1999..
 HB1852
 HB1852.The orthometric height was determined by GPS observations and a
 HB1852.high-resolution geoid model.
 HB1852
 HB1852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1852
 HB1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1852
 HB1852.The ellipsoidal height was determined by GPS observations
 HB1852.and is referenced to NAD 83.
 HB1852
 HB1852.The geoid height was determined by GEOID03.
 HB1852
 HB1852;                    North         East     Units Scale Factor Converg.
 HB1852;SPC IL E     -    73,968.615   275,227.938   MT  0.99998256   -0 10 10.3
 HB1852;SPC IL E     -   242,678.70    902,976.99   sFT  0.99998256   -0 10 10.3
 HB1852;UTM  16      - 4,133,019.689   357,116.614   MT  0.99985149   -0 58 41.8
 HB1852
 HB1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1852!SPC IL E     -   0.99998787  x   0.99998256  =   0.99997043
 HB1852!UTM  16      -   0.99998787  x   0.99985149  =   0.99983936
 HB1852
 HB1852:                Primary Azimuth Mark                     Grid Az
 HB1852:SPC IL E     -  BAY R 9 17                               040 27 12.5
 HB1852:UTM  16      -  BAY R 9 17                               041 15 44.0
 HB1852
 HB1852|---------------------------------------------------------------------|
 HB1852| PID    Reference Object                     Distance      Geod. Az  |
 HB1852|                                                           dddmmss.s |
 HB1852| HB1853 BAY R 9 17                          APPROX. 0.5 KM 0401702.2 |
 HB1852|---------------------------------------------------------------------|
 HB1852
 HB1852                          SUPERSEDED SURVEY CONTROL
 HB1852
 HB1852  NAD 83(1997)-  37 19 58.34140(N)    088 36 46.31072(W) AD(       ) 1
 HB1852  NAD 83(1986)-  37 19 58.34742(N)    088 36 46.31432(W) AD(       ) 1
 HB1852
 HB1852.Superseded values are not recommended for survey control.
 HB1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1852.See file dsdata.txt to determine how the superseded data were derived.
 HB1852
 HB1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5711733020(NAD 83)
 HB1852_MARKER: DD = SURVEY DISK
 HB1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1852_SP_SET: CONCRETE POST
 HB1852_STAMPING: BAY AZIMUTH R-9-17 1991
 HB1852_MARK LOGO: USFS  
 HB1852_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1852+STABILITY: POSITION/ELEVATION WELL
 HB1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1852+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1852
 HB1852  HISTORY     - Date     Condition        Report By
 HB1852  HISTORY     - 1991     MONUMENTED       USFS
 HB1852  HISTORY     - 19921212 GOOD
 HB1852
 HB1852                          STATION DESCRIPTION
 HB1852
 HB1852'DESCRIBED BY US FOREST SERVICE 1991
 HB1852'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 LOCATED
 HB1852'IN HARRISBURG, IL GO SOUTHERLY ON ROUTE 145 49.5 KM (30.8 MI) TO A
 HB1852'SIDE ROAD TO THE LEFT (EAST) BROWNFIELD ROAD, TURN LEFT (EAST) ON
 HB1852'BROWNFIELD ROAD AND GO 2.4 KM (1.5 MI) TO A CROSSROADS, CONTINUE
 HB1852'EASTERLY ON BAY VALLEY ROAD 3.9 KM (2.4 MI) TO A SIDE ROAD TO THE
 HB1852'LEFT (NORTH) CONTINUE AROUND A CURVE TO THE SOUTH 0.81 KM (0.50 MI)
 HB1852'TO THE STATION ON THE RIGHT NORTH (WEST) SIDE OF THE ROAD.  STATION
 HB1852'AZIMUTH (BAY) IS A CIRCULAR INSCRIBED ALUMINUM CAP WITH A CENTER
 HB1852'PUNCHED MARK, SET IN CONCRETE.
 HB1852'1.)  5.0M NORTHWEST OF THE CENTERLINE OF THE ROAD.
 HB1852'2.)  20.1M NORTHWEST OF THE END FENCE POST.
 HB1852'3.)  36.9M NORTHWEST OF A SMALL WEEPING OAK TREE IN A FENCELINE.
 HB1852
 HB1852                          STATION RECOVERY (1992)
 HB1852
 HB1852'RECOVERED 1992
 HB1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1422 ***********************************************************************
 KB1422  DESIGNATION -  BAYLE
 KB1422  PID         -  KB1422
 KB1422  STATE/COUNTY-  IL/FAYETTE
 KB1422  USGS QUAD   -  BINGHAM (1974)
 KB1422
 KB1422                         *CURRENT SURVEY CONTROL
 KB1422  ___________________________________________________________________
 KB1422* NAD 83(1997)-  39 05 11.53592(N)    089 10 34.08073(W)     ADJUSTED  
 KB1422* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 KB1422  ___________________________________________________________________
 KB1422  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KB1422  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KB1422
 KB1422  HORZ ORDER  -  SECOND
 KB1422
 KB1422.The horizontal coordinates were established by classical geodetic methods
 KB1422.and adjusted by the National Geodetic Survey in October 1999..
 KB1422
 KB1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1422
 KB1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1422
 KB1422.The geoid height was determined by GEOID03.
 KB1422
 KB1422;                    North         East     Units Scale Factor Converg.
 KB1422;SPC IL E     -   268,923.053   227,081.543   MT  1.00004044   -0 31 53.1
 KB1422;SPC IL E     -   882,291.72    745,016.70   sFT  1.00004044   -0 31 53.1
 KB1422;SPC IL W     -   269,042.898   785,697.547   MT  1.00003157   +0 37 28.4
 KB1422;SPC IL W     -   882,684.91  2,577,742.70   sFT  1.00003157   +0 37 28.4
 KB1422;UTM  16      - 4,328,633.995   311,785.156   MT  1.00003621   -1 22 20.8
 KB1422
 KB1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1422!SPC IL E     -   0.99997713  x   1.00004044  =   1.00001757
 KB1422!SPC IL W     -   0.99997713  x   1.00003157  =   1.00000870
 KB1422!UTM  16      -   0.99997713  x   1.00003621  =   1.00001334
 KB1422
 KB1422:                Primary Azimuth Mark                     Grid Az
 KB1422:SPC IL E     -  VORTAC VANDALIA VLA                      056 32 19.7
 KB1422:SPC IL W     -  VORTAC VANDALIA VLA                      055 22 58.2
 KB1422:UTM  16      -  VORTAC VANDALIA VLA                      057 22 47.4
 KB1422
 KB1422|---------------------------------------------------------------------|
 KB1422| PID    Reference Object                     Distance      Geod. Az  |
 KB1422|                                                           dddmmss.s |
 KB1422| KB1426 VORTAC VANDALIA VLA                 APPROX. 1.4 KM 0560026.6 |
 KB1422| CI6688 BAYLE RM 1                            9.230 METERS 08527     |
 KB1422| JB1811 VANDALIA ILL BELL MICROWAVE         APPROX.16.8 KM 1575616.3 |
 KB1422| JB1805 VANDALIA TX ILL GAS MICROWAVE       APPROX.16.9 KM 1580304.4 |
 KB1422| JB1812 VANDALIA MUN TANK                   APPROX.13.6 KM 1583542.4 |
 KB1422| JB1810 VANDALIA CABLE TV MAST              APPROX.16.8 KM 1584445.5 |
 KB1422| CI6689 BAYLE RM 2                            8.680 METERS 18505     |
 KB1422| KB1423 BAYLE A PT 1976                       8.341 METERS 28219     |
 KB1422| KB1425 BAYLE AZ MK 1976                    APPROX. 0.5 KM 3564509.2 |
 KB1422| KB1424 BAYLE AZ MK A PT 1976               APPROX. 0.5 KM 3574007.0 |
 KB1422|---------------------------------------------------------------------|
 KB1422
 KB1422                          SUPERSEDED SURVEY CONTROL
 KB1422
 KB1422  NAD 83(1986)-  39 05 11.55483(N)    089 10 34.06435(W) AD(       ) 2
 KB1422  NAD 27      -  39 05 11.39881(N)    089 10 33.81652(W) AD(       ) 2
 KB1422  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 KB1422
 KB1422.Superseded values are not recommended for survey control.
 KB1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1422.See file dsdata.txt to determine how the superseded data were derived.
 KB1422
 KB1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1178528634(NAD 83)
 KB1422_MARKER: DS = TRIANGULATION STATION DISK
 KB1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1422
 KB1422  HISTORY     - Date     Condition        Report By
 KB1422  HISTORY     - 1976     MONUMENTED       NGS
 KB1422
 KB1422                          STATION DESCRIPTION
 KB1422
 KB1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1422'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF RAMSEY,
 KB1422'3-1/2 MILES SOUTHEAST OF BINGHAM, 2 MILES SOUTH-SOUTHWEST OF
 KB1422'BAYLE, IN THE NW CORNER OF SECTION 2, T 7 N, R 1 W, AND ON ROAD
 KB1422'RIGHT-OF-WAY.
 KB1422'
 KB1422'TO REACH THE STATION FROM THE POST OFFICE IN RAMSEY, GO SOUTH
 KB1422'ON U.S. HIGHWAY 51 FOR 3.0 MILES TO A BRIDGE OVER RAMSEY CREEK,
 KB1422'CONTINUE SOUTH ON U.S. HIGHWAY 51 FOR 1.2 MILES TO A
 KB1422'CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 3.9
 KB1422'MILES TO A OFFSET CROSSROAD, CONTINUE WEST FOR 1.0 MILE TO A
 KB1422'CROSSROAD AND THE STATION IN THE SOUTHEAST ANGLE OF CROSSROAD.
 KB1422'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A PAVED
 KB1422'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 KB1422'
 KB1422'STATION MARKS ARE STANDARD DISKS STAMPED BAYLE 1976.  THE
 KB1422'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1422'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KB1422'62 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 23 FEET SOUTH
 KB1422'OF THE CENTER OF A EAST-WEST ROAD, 3.5 FEET SOUTHEAST OF A
 KB1422'POWERLINE POLE AND 2.5 FEET WEST OF A METAL WITNESS POST.  THE
 KB1422'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 KB1422'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KB1422'
 KB1422'REFERENCE MARK 1, A STANDARD DISK STAMPED BAYLE NO 1 1976, IS
 KB1422'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KB1422'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET EAST
 KB1422'OF THE POWERLINE POLE, 21 FEET SOUTH OF THE EAST-WEST ROAD AND
 KB1422'2 FEET WEST OF A METAL WITNESS POST.
 KB1422'
 KB1422'REFERENCE MARK 2, A STANDARD DISK STAMPED BAYLE NO 2 1976, IS
 KB1422'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KB1422'IS FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET EAST OF THE
 KB1422'NORTH-SOUTH ROAD, 31 FEET SOUTH OF THE POWERLINE POLE AND 15
 KB1422'FEET NORTH OF A POWERLINE POLE.
 KB1422'
 KB1422'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BAYLE AZ
 KB1422'1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1422'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 19 FEET
 KB1422'WEST OF THE CENTER OF A PAVED ROAD, 3.5 FEET SOUTH-SOUTHEAST OF
 KB1422'A METAL WITNESS POST AND 3 FEET SOUTH-SOUTHEAST OF A FENCE
 KB1422'CORNER.
 KB1422'
 KB1422'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1425 ***********************************************************************
 KB1425  CBN         -  This is a Cooperative Base Network Control Station.
 KB1425  DESIGNATION -  BAYLE AZ MK 1976
 KB1425  PID         -  KB1425
 KB1425  STATE/COUNTY-  IL/FAYETTE
 KB1425  USGS QUAD   -  BINGHAM (1974)
 KB1425
 KB1425                         *CURRENT SURVEY CONTROL
 KB1425  ___________________________________________________________________
 KB1425* NAD 83(1997)-  39 05 28.11133(N)    089 10 35.28756(W)     ADJUSTED  
 KB1425* NAVD 88     -       183.9    (meters)     603.     (feet)  GPS OBS   
 KB1425  ___________________________________________________________________
 KB1425  X           -      71,247.179 (meters)                     COMP
 KB1425  Y           -  -4,956,559.506 (meters)                     COMP
 KB1425  Z           -   4,000,271.249 (meters)                     COMP
 KB1425  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 KB1425  ELLIP HEIGHT-         152.14  (meters)          (10/15/04) GPS OBS
 KB1425  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KB1425
 KB1425  HORZ ORDER  -  B
 KB1425  ELLP ORDER  -  FOURTH    CLASS II
 KB1425
 KB1425.The horizontal coordinates were established by GPS observations
 KB1425.and adjusted by the National Geodetic Survey in July 1998..
 KB1425
 KB1425.The orthometric height was determined by GPS observations and a
 KB1425.high-resolution geoid model.
 KB1425
 KB1425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1425
 KB1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1425
 KB1425.The ellipsoidal height was determined by GPS observations
 KB1425.and is referenced to NAD 83.
 KB1425
 KB1425.The geoid height was determined by GEOID03.
 KB1425
 KB1425;                    North         East     Units Scale Factor Converg.
 KB1425;SPC IL E     -   269,434.475   227,057.282   MT  1.00004049   -0 31 54.0
 KB1425;SPC IL E     -   883,969.61    744,937.10   sFT  1.00004049   -0 31 54.0
 KB1425;SPC IL W     -   269,553.722   785,662.973   MT  1.00003150   +0 37 27.9
 KB1425;SPC IL W     -   884,360.84  2,577,629.27   sFT  1.00003150   +0 37 27.9
 KB1425;UTM  16      - 4,329,145.716   311,768.405   MT  1.00003629   -1 22 22.0
 KB1425
 KB1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1425!SPC IL E     -   0.99997613  x   1.00004049  =   1.00001662
 KB1425!SPC IL W     -   0.99997613  x   1.00003150  =   1.00000763
 KB1425!UTM  16      -   0.99997613  x   1.00003629  =   1.00001242
 KB1425
 KB1425:                Primary Azimuth Mark                     Grid Az
 KB1425:SPC IL E     -  VORTAC VANDALIA VLA                      076 52 12.9
 KB1425:SPC IL W     -  VORTAC VANDALIA VLA                      075 42 51.0
 KB1425:UTM  16      -  VORTAC VANDALIA VLA                      077 42 40.9
 KB1425
 KB1425|---------------------------------------------------------------------|
 KB1425| PID    Reference Object                     Distance      Geod. Az  |
 KB1425|                                                           dddmmss.s |
 KB1425| KB1426 VORTAC VANDALIA VLA                 APPROX. 1.3 KM 0762018.9 |
 KB1425| KB1424 BAYLE AZ MK A PT 1976                11.472 METERS 13209     |
 KB1425| KB1422 BAYLE                               APPROX. 0.5 KM 1764508.5 |
 KB1425|---------------------------------------------------------------------|
 KB1425
 KB1425                          SUPERSEDED SURVEY CONTROL
 KB1425
 KB1425  ELLIP H (07/17/98)  152.16   (m)                       GP(       ) 4 1
 KB1425  NAD 83(1986)-  39 05 28.13056(N)    089 10 35.27093(W) AD(       ) 2
 KB1425  NAD 27      -  39 05 27.97483(N)    089 10 35.02316(W) AD(       ) 2
 KB1425  NGVD 29 (07/19/86)  178.6    (m)          586.     (f) VERT ANG       
 KB1425
 KB1425.Superseded values are not recommended for survey control.
 KB1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1425.See file dsdata.txt to determine how the superseded data were derived.
 KB1425
 KB1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1176829146(NAD 83)
 KB1425_MARKER: DR = REFERENCE MARK DISK
 KB1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1425_STAMPING: BAYLE AZ 1976
 KB1425_MARK LOGO: NGS   
 KB1425_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1425+STABILITY: SURFACE MOTION
 KB1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1425+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 KB1425
 KB1425  HISTORY     - Date     Condition        Report By
 KB1425  HISTORY     - 1976     MONUMENTED       NGS
 KB1425  HISTORY     - 19970225 GOOD             NGS
 KB1425  HISTORY     - 20050317 GOOD             ILDT
 KB1425
 KB1425                          STATION DESCRIPTION
 KB1425
 KB1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1425'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF RAMSEY,
 KB1425'3-1/2 MILES SOUTHEAST OF BINGHAM, 2 MILES SOUTH-SOUTHWEST OF
 KB1425'BAYLE, IN THE NW CORNER OF SECTION 2, T 7 N, R 1 W, AND ON ROAD
 KB1425'RIGHT-OF-WAY.
 KB1425'
 KB1425'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BAYLE AZ
 KB1425'1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1425'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 19
 KB1425'FEET WEST OF THE CENTER OF A PAVED ROAD, 3.5 FEET SOUTH-SOUTHEAST
 KB1425'OF A METAL WITNESS POST AND 3 FEET SOUTH-SOUTHEAST OF A FENCE
 KB1425'CORNER.
 KB1425'
 KB1425'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1425'STATION BAYLE.
 KB1425'
 KB1425'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BAYLE,
 KB1425'DISTANCE BEING 511.984 METERS, NORTH OF THE TRIANGULATION
 KB1425'STATION.
 KB1425
 KB1425                          STATION RECOVERY (1997)
 KB1425
 KB1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB1425'STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF RAMSEY.  TO REACH
 KB1425'FROM THE POST OFFICE IN RAMSEY, GO SOUTH ON U.S. HIGHWAY 51 FOR 3.0 MI
 KB1425'(4.8 KM) TO A BRIDGE OVER RAMSEY CREEK.  CONTINUE SOUTH ON HIGHWAY 51
 KB1425'FOR 1.2 MI (1.9 KM) TO A CROSSROAD, TURN RIGHT, WEST, ON A PAVED ROAD
 KB1425'FOR 3.9 MI (6.3 KM) TO AN OFFSET CROSSROAD.  CONTINUE WEST FOR 1.0 MI
 KB1425'(1.6 KM) TO A CROSSROAD, TURN RIGHT, NORTH, FOR 0.35 MI (0.56 KM) TO
 KB1425'THE STATION ON THE LEFT.  IT IS 5.8 M (19.0 FT) WEST OF THE CENTER OF
 KB1425'THE ROAD, 1.0 M (3.3 FT) SOUTH-SOUTHEAST OF A FENCE CORNER, AND 1.0 M
 KB1425'(3.3 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 KB1425
 KB1425                          STATION RECOVERY (2005)
 KB1425
 KB1425'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 KB1425'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0050 ***********************************************************************
 LC0050  DESIGNATION -  BAYLES
 LC0050  PID         -  LC0050
 LC0050  STATE/COUNTY-  IL/IROQUOIS
 LC0050  USGS QUAD   -  BUCKLEY (1986)
 LC0050
 LC0050                         *CURRENT SURVEY CONTROL
 LC0050  ___________________________________________________________________
 LC0050* NAD 83(1997)-  40 31 22.44759(N)    088 04 56.04070(W)     ADJUSTED  
 LC0050* NAVD 88     -       236.376  (meters)     775.51   (feet)  ADJUSTED  
 LC0050  ___________________________________________________________________
 LC0050  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LC0050  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LC0050  DYNAMIC HT  -         236.264 (meters)     775.14  (feet)  COMP
 LC0050  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 LC0050
 LC0050  HORZ ORDER  -  SECOND
 LC0050  VERT ORDER  -  SECOND    CLASS 0
 LC0050
 LC0050.The horizontal coordinates were established by classical geodetic methods
 LC0050.and adjusted by the National Geodetic Survey in October 1999..
 LC0050
 LC0050.The orthometric height was determined by differential leveling
 LC0050.and adjusted by the National Geodetic Survey in June 1991..
 LC0050
 LC0050.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0050
 LC0050.The geoid height was determined by GEOID03.
 LC0050
 LC0050.The dynamic height is computed by dividing the NAVD 88
 LC0050.geopotential number by the normal gravity value computed on the
 LC0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0050.degrees latitude (g = 980.6199 gals.).
 LC0050
 LC0050.The modeled gravity was interpolated from observed gravity values.
 LC0050
 LC0050;                    North         East     Units Scale Factor Converg.
 LC0050;SPC IL E     -   428,092.029   321,277.408   MT  0.99998057   +0 09 47.4
 LC0050;SPC IL E     - 1,404,498.60  1,054,057.63   sFT  0.99998057   +0 09 47.4
 LC0050;UTM  16      - 4,486,359.439   408,328.511   MT  0.99970344   -0 42 11.6
 LC0050
 LC0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0050!SPC IL E     -   0.99996799  x   0.99998057  =   0.99994856
 LC0050!UTM  16      -   0.99996799  x   0.99970344  =   0.99967144
 LC0050
 LC0050:                Primary Azimuth Mark                     Grid Az
 LC0050:SPC IL E     -  BAYLES AZ MK                             030 08 28.8
 LC0050:UTM  16      -  BAYLES AZ MK                             031 00 27.8
 LC0050
 LC0050|---------------------------------------------------------------------|
 LC0050| PID    Reference Object                     Distance      Geod. Az  |
 LC0050|                                                           dddmmss.s |
 LC0050| LC0052 BAYLES AZ MK                                       0301816.2 |
 LC0050| LC0051 BAYLES RM 1                          23.548 METERS 08547     |
 LC0050| LC1701 LODA MUNICIPAL TANK                 APPROX. 1.3 KM 1225936.1 |
 LC0050| LC0049 BAYLES RM 2                          57.384 METERS 12735     |
 LC0050| LC1722 PAXTON C ILL PUB SER MICROWAVE      APPROX. 6.4 KM 1850511.6 |
 LC0050|---------------------------------------------------------------------|
 LC0050
 LC0050                          SUPERSEDED SURVEY CONTROL
 LC0050
 LC0050  NAD 83(1997)-  40 31 22.44770(N)    088 04 56.04101(W) AD(       ) 2
 LC0050  NAD 83(1986)-  40 31 22.45463(N)    088 04 56.04453(W) AD(       ) 2
 LC0050  NAD 27      -  40 31 22.32750(N)    088 04 55.88980(W) AD(       ) 2
 LC0050  NGVD 29 (??/??/92)  236.434  (m)          775.70   (f) ADJ UNCH    2 0
 LC0050
 LC0050.Superseded values are not recommended for survey control.
 LC0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0050.See file dsdata.txt to determine how the superseded data were derived.
 LC0050
 LC0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0832986359(NAD 83)
 LC0050_MARKER: DS = TRIANGULATION STATION DISK
 LC0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0050_STAMPING: BAYLES 1959
 LC0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0050+STABILITY: SURFACE MOTION
 LC0050
 LC0050  HISTORY     - Date     Condition        Report By
 LC0050  HISTORY     - 1959     MONUMENTED       CGS
 LC0050  HISTORY     - 1959     GOOD             CGS
 LC0050
 LC0050                          STATION DESCRIPTION
 LC0050
 LC0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0050'STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF LODA, 4-1/2
 LC0050'MILES NORTH OF PAXTON AND 1/2 MILE EAST OF BAYLES LAKE.
 LC0050'
 LC0050'TO REACH FROM THE POST OFFICE IN LODA, GO NORTHERLY ON U.S.
 LC0050'HIGHWAY 45 FOR 0.15 MILE TO CROSSROAD, TURN LEFT AND GO
 LC0050'WEST FOR 0.45 MILE TO T INTERSECTION, TURN NORTH AND GO 0.15
 LC0050'MILE TO DRIVEWAY ON LEFT, TURN LEFT ON TO DRIVEWAY AND GO
 LC0050'WEST FOR 0.15 MILE TO BUILDINGS AND STATION AS DESCRIBED.
 LC0050'
 LC0050'STATION MARK, A STANDARD DISK STAMPED BAYLES 1959, IS SET
 LC0050'IN A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LC0050'THE GROUND.  THE MARK IS 33 FEET SOUTH-SOUTHEAST OF NORTHEAST
 LC0050'CORNER OF BARN, 20 FEET NORTH-NORTHEAST OF SOUTHEAST CORNER
 LC0050'OF BARN, 17.5 FEET WEST-NORTHWEST OF CENTER OF WELL AND 11
 LC0050'FEET EAST OF EAST SIDE OF BARN.
 LC0050'
 LC0050'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BAYLES NO
 LC0050'1 1959, IS 62 FEET EAST OF CENTER OF WELL AND 2.8 FEET NORTHWEST
 LC0050'OF NORTHWEST CORNER OF HOUSE.  THE MARK IS A 12 INCH SQUARE
 LC0050'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 LC0050'
 LC0050'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BAYLES
 LC0050'NO 2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0050'ABOUT 6 INCHES.  THE MARK IS 20 FEET SOUTH OF CENTER OF
 LC0050'DRIVEWAY, 21-1/2 FEET EAST OF FENCE CORNER, 3-1/2 FEET NORTHWEST
 LC0050'OF TELEPHONE POLE AND 1 FOOT WEST OF WITNESS POST.
 LC0050'
 LC0050'AZIMUTH MARK, A STANDARD DISK STAMPED BAYLES 1959, IS SET IN
 LC0050'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 LC0050'THE MARK IS 23 FEET EAST OF CENTER OF ROAD, 2.5 FEET
 LC0050'NORTHWEST OF FENCE CORNER, 1.7 FEET SOUTH OF WITNESS POST
 LC0050'AND 1 FOOT WEST OF FENCE.
 LC0050'
 LC0050'TO REACH AZIMUTH MARK FROM STATION GO EAST ON DRIVEWAY FOR
 LC0050'0.15 MILE TO ROAD, TURN LEFT AND GO NORTH ON ROAD FOR 0.3
 LC0050'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LC0050
 LC0050                          STATION RECOVERY (1959)
 LC0050
 LC0050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0050'1 MI NW FROM LODA.
 LC0050'ABOUT 0.1 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0050'AT LODA, THENCE 0.4 MILES WEST ALONG AN ASPHALT ROAD, THENCE
 LC0050'0.35 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.15 MILES WEST
 LC0050'ALONG A FARM ROAD TO A FARM HOUSE AND BARN, 10 1/2 FEET EAST
 LC0050'OF THE EAST END OF THE BARN, 33 FEET SOUTH-SOUTHEAST OF THE
 LC0050'NORTHEAST CORNER OF THE BARN, 20 FEET NORTH-NORTHEAST OF THE
 LC0050'SOUTHEAST CORNER OF THE BARN, 17 FEET WEST-NORTHWEST OF THE
 LC0050'CENTER OF A WELL PUMP, 79 FEET WEST OF THE NORTHWEST CORNER OF
 LC0050'THE HOUSE, 189.2 FEET NORTHWEST OF A METAL WITNESS POST, SET IN
 LC0050'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0052 ***********************************************************************
 LC0052  DESIGNATION -  BAYLES AZ MK
 LC0052  PID         -  LC0052
 LC0052  STATE/COUNTY-  IL/IROQUOIS
 LC0052  USGS QUAD   -  BUCKLEY (1986)
 LC0052
 LC0052                         *CURRENT SURVEY CONTROL
 LC0052  ___________________________________________________________________
 LC0052* NAD 83(1986)-  40 31 36.     (N)    088 04 44.     (W)     SCALED    
 LC0052* NAVD 88     -       235.554  (meters)     772.81   (feet)  ADJUSTED  
 LC0052  ___________________________________________________________________
 LC0052  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LC0052  DYNAMIC HT  -         235.443 (meters)     772.45  (feet)  COMP
 LC0052  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 LC0052
 LC0052  VERT ORDER  -  SECOND    CLASS 0
 LC0052
 LC0052.The horizontal coordinates were scaled from a topographic map and have
 LC0052.an estimated accuracy of +/- 6 seconds.
 LC0052
 LC0052.The orthometric height was determined by differential leveling
 LC0052.and adjusted by the National Geodetic Survey in June 1991..
 LC0052
 LC0052.The geoid height was determined by GEOID03.
 LC0052
 LC0052.The dynamic height is computed by dividing the NAVD 88
 LC0052.geopotential number by the normal gravity value computed on the
 LC0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0052.degrees latitude (g = 980.6199 gals.).
 LC0052
 LC0052.The modeled gravity was interpolated from observed gravity values.
 LC0052
 LC0052;                    North         East    Units  Estimated Accuracy
 LC0052;SPC IL E     -   428,510.      321,560.      MT  (+/- 180 meters Scaled)
 LC0052
 LC0052                          SUPERSEDED SURVEY CONTROL
 LC0052
 LC0052  NGVD 29 (??/??/92)  235.612  (m)          773.00   (f) ADJ UNCH    2 0
 LC0052
 LC0052.Superseded values are not recommended for survey control.
 LC0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0052.See file dsdata.txt to determine how the superseded data were derived.
 LC0052
 LC0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK086867(NAD 83)
 LC0052_MARKER: DZ = AZIMUTH MARK DISK
 LC0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0052_STAMPING: BAYLES 1959
 LC0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0052+STABILITY: SURFACE MOTION
 LC0052
 LC0052  HISTORY     - Date     Condition        Report By
 LC0052  HISTORY     - 1959     MONUMENTED       CGS
 LC0052
 LC0052                          STATION DESCRIPTION
 LC0052
 LC0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0052'1.1 MI NW FROM LODA.
 LC0052'ABOUT 0.1 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0052'AT LODA, THENCE 0.4 MILES WEST ALONG AN ASPHALT ROAD, THENCE 0.6
 LC0052'MILES NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL
 LC0052'ROAD EAST, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET
 LC0052'NORTHEAST OF THE CENTER OF THE JUNCTION, 1 1/2 FEET WEST OF
 LC0052'A FENCE, 2 1/2 FEET NORTHWEST OF A FENCE CORNER, 1.8 FEET NORTH
 LC0052'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 LC0052'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0051 ***********************************************************************
 LC0051  DESIGNATION -  BAYLES RM 1
 LC0051  PID         -  LC0051
 LC0051  STATE/COUNTY-  IL/IROQUOIS
 LC0051  USGS QUAD   -  BUCKLEY (1986)
 LC0051
 LC0051                         *CURRENT SURVEY CONTROL
 LC0051  ___________________________________________________________________
 LC0051* NAD 83(1986)-  40 31 22.     (N)    088 04 55.     (W)     SCALED    
 LC0051* NAVD 88     -       237.135  (meters)     778.00   (feet)  ADJUSTED  
 LC0051  ___________________________________________________________________
 LC0051  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LC0051  DYNAMIC HT  -         237.023 (meters)     777.63  (feet)  COMP
 LC0051  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 LC0051
 LC0051  VERT ORDER  -  SECOND    CLASS 0
 LC0051
 LC0051.The horizontal coordinates were scaled from a topographic map and have
 LC0051.an estimated accuracy of +/- 6 seconds.
 LC0051
 LC0051.The orthometric height was determined by differential leveling
 LC0051.and adjusted by the National Geodetic Survey in June 1991..
 LC0051
 LC0051.The geoid height was determined by GEOID03.
 LC0051
 LC0051.The dynamic height is computed by dividing the NAVD 88
 LC0051.geopotential number by the normal gravity value computed on the
 LC0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0051.degrees latitude (g = 980.6199 gals.).
 LC0051
 LC0051.The modeled gravity was interpolated from observed gravity values.
 LC0051
 LC0051;                    North         East    Units  Estimated Accuracy
 LC0051;SPC IL E     -   428,080.      321,300.      MT  (+/- 180 meters Scaled)
 LC0051
 LC0051                          SUPERSEDED SURVEY CONTROL
 LC0051
 LC0051  NGVD 29 (??/??/92)  237.193  (m)          778.19   (f) ADJ UNCH    2 0
 LC0051
 LC0051.Superseded values are not recommended for survey control.
 LC0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0051.See file dsdata.txt to determine how the superseded data were derived.
 LC0051
 LC0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK083863(NAD 83)
 LC0051_MARKER: DR = REFERENCE MARK DISK
 LC0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0051_STAMPING: BAYLES NO 1 1959
 LC0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0051+STABILITY: SURFACE MOTION
 LC0051
 LC0051  HISTORY     - Date     Condition        Report By
 LC0051  HISTORY     - 1959     MONUMENTED       CGS
 LC0051
 LC0051                          STATION DESCRIPTION
 LC0051
 LC0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0051'1 MI NW FROM LODA.
 LC0051'ABOUT 0.1 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0051'AT LODA, THENCE 0.4 MILES WEST ALONG AN ASPHALT ROAD, THENCE
 LC0051'0.35 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.15 MILES WEST
 LC0051'ALONG A FARM ROAD TO A FARM HOUSE AND BARN, 2 FEET NORTHWEST OF
 LC0051'THE NORTHWEST CORNER OF THE HOUSE, 61 FEET EAST OF THE CENTER
 LC0051'OF A WELL PUMP, 77.4 FEET EAST OF TRIANGULATION STATION BAYLES,
 LC0051'1 1/2 FEET WEST OF THE WEST END OF A SIDEWALK, ABOUT 1/2 FOOT
 LC0051'BELOW THE LEVEL OF THE SIDEWALK, SET IN THE TOP OF A CONCRETE
 LC0051'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0049 ***********************************************************************
 LC0049  DESIGNATION -  BAYLES RM 2
 LC0049  PID         -  LC0049
 LC0049  STATE/COUNTY-  IL/IROQUOIS
 LC0049  USGS QUAD   -  BUCKLEY (1986)
 LC0049
 LC0049                         *CURRENT SURVEY CONTROL
 LC0049  ___________________________________________________________________
 LC0049* NAD 83(1986)-  40 31 22.     (N)    088 04 55.     (W)     SCALED    
 LC0049* NAVD 88     -       237.356  (meters)     778.73   (feet)  ADJUSTED  
 LC0049  ___________________________________________________________________
 LC0049  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LC0049  DYNAMIC HT  -         237.244 (meters)     778.36  (feet)  COMP
 LC0049  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 LC0049
 LC0049  VERT ORDER  -  SECOND    CLASS 0
 LC0049
 LC0049.The horizontal coordinates were scaled from a topographic map and have
 LC0049.an estimated accuracy of +/- 6 seconds.
 LC0049
 LC0049.The orthometric height was determined by differential leveling
 LC0049.and adjusted by the National Geodetic Survey in June 1991..
 LC0049
 LC0049.The geoid height was determined by GEOID03.
 LC0049
 LC0049.The dynamic height is computed by dividing the NAVD 88
 LC0049.geopotential number by the normal gravity value computed on the
 LC0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0049.degrees latitude (g = 980.6199 gals.).
 LC0049
 LC0049.The modeled gravity was interpolated from observed gravity values.
 LC0049
 LC0049;                    North         East    Units  Estimated Accuracy
 LC0049;SPC IL E     -   428,080.      321,300.      MT  (+/- 180 meters Scaled)
 LC0049
 LC0049                          SUPERSEDED SURVEY CONTROL
 LC0049
 LC0049  NGVD 29 (??/??/92)  237.414  (m)          778.92   (f) ADJ UNCH    2 0
 LC0049
 LC0049.Superseded values are not recommended for survey control.
 LC0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0049.See file dsdata.txt to determine how the superseded data were derived.
 LC0049
 LC0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK083863(NAD 83)
 LC0049_MARKER: DR = REFERENCE MARK DISK
 LC0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0049_STAMPING: BAYLES NO 2 1959
 LC0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0049+STABILITY: SURFACE MOTION
 LC0049
 LC0049  HISTORY     - Date     Condition        Report By
 LC0049  HISTORY     - 1959     MONUMENTED       CGS
 LC0049
 LC0049                          STATION DESCRIPTION
 LC0049
 LC0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0049'1 MI NW FROM LODA.
 LC0049'ABOUT 0.1 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0049'AT LODA, THENCE 0.4 MILES WEST ALONG AN ASPHALT ROAD, THENCE
 LC0049'0.35 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.15 MILES WEST
 LC0049'ALONG A FARM ROAD TO A FARM HOUSE AND BARN, 19 FEET SOUTH OF THE
 LC0049'CENTER LINE OF THE FARM ROAD, 47 FEET SOUTHWEST AND ACROSS THE
 LC0049'ROAD FROM A POWER POLE WITH A TRANSFORMER, 3 FEET NORTH OF A
 LC0049'FENCE, 97 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LC0049'FARM HOUSE, 22 FEET EAST OF A FENCE CORNER, 188.4 FEET EAST-SOUTHEAST
 LC0049'OF TRIANGULATION STATION BAYLES, 0.8 FOOT WEST OF A METAL WITNESS
 LC0049'POST, ABOUT LEVEL WITH THE FARM ROAD AND SET IN THE TOP OF A
 LC0049'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0205 ***********************************************************************
 NG0205  DESIGNATION -  BCM CO
 NG0205  PID         -  NG0205
 NG0205  STATE/COUNTY-  IL/LAKE
 NG0205  USGS QUAD   -  WAUKEGAN (1993)
 NG0205
 NG0205                         *CURRENT SURVEY CONTROL
 NG0205  ___________________________________________________________________
 NG0205* NAD 83(1986)-  42 21 40.     (N)    087 49 33.     (W)     SCALED    
 NG0205* NAVD 88     -       179.487  (meters)     588.87   (feet)  ADJUSTED  
 NG0205  ___________________________________________________________________
 NG0205  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NG0205  DYNAMIC HT  -         179.431 (meters)     588.68  (feet)  COMP
 NG0205  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 NG0205
 NG0205  VERT ORDER  -  FIRST     CLASS 0
 NG0205
 NG0205.The horizontal coordinates were scaled from a topographic map and have
 NG0205.an estimated accuracy of +/- 6 seconds.
 NG0205
 NG0205.The orthometric height was determined by differential leveling
 NG0205.and adjusted by the National Geodetic Survey in June 1991..
 NG0205
 NG0205.The geoid height was determined by GEOID03.
 NG0205
 NG0205.The dynamic height is computed by dividing the NAVD 88
 NG0205.geopotential number by the normal gravity value computed on the
 NG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0205.degrees latitude (g = 980.6199 gals.).
 NG0205
 NG0205.The modeled gravity was interpolated from observed gravity values.
 NG0205
 NG0205;                    North         East    Units  Estimated Accuracy
 NG0205;SPC IL E     -   632,340.      341,810.      MT  (+/- 180 meters Scaled)
 NG0205
 NG0205                          SUPERSEDED SURVEY CONTROL
 NG0205
 NG0205  NGVD 29 (??/??/92)  179.60   (m)          589.2    (f) COMPUTED    1 0
 NG0205
 NG0205.Superseded values are not recommended for survey control.
 NG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0205.See file dsdata.txt to determine how the superseded data were derived.
 NG0205
 NG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM319902(NAD 83)
 NG0205_MARKER: Q = CHISELED SQUARE
 NG0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0205_SP_SET: FOUNDATION
 NG0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0205
 NG0205  HISTORY     - Date     Condition        Report By
 NG0205  HISTORY     - UNK      MONUMENTED       USLS
 NG0205  HISTORY     - 1973     GOOD             NGS
 NG0205  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 NG0205
 NG0205                          STATION DESCRIPTION
 NG0205
 NG0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0205'AT WAUKEGAN.
 NG0205'0.1 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NG0205'THE STATION AT WAUKEGAN, THENCE 0.1 MILE EAST ALONG MADISON
 NG0205'STREET, 145.0 FEET EAST OF CENTER LINE OF PERSHING ROAD, 41.0
 NG0205'FEET NORTH OF CENTER LINE OF MADISON STREET, 5.7 FEET EAST OF
 NG0205'EAST RAIL OF A SPUR TRACK LEADING NORTH TO THE THOMPSON-HAYWARD
 NG0205'CHEMICAL CO. WAREHOUSE, 5.7 FEET WEST OF THE SOUTHWEST CORNER.
 NG0205'A 1 1/2 INCH CHISELED SQUARE SET ON TOP OF THE SOUTH SIDE OF
 NG0205'CONCRETE FOUNDATION OF A 4-INCH PIPE GATE POST.  ABOUT 2-INCHES
 NG0205'ABOVE THE SURFACE OF THE GROUND.  SECTION 22, T 45 N, R 12 E.
 NG0205
 NG0205                          STATION RECOVERY (2001)
 NG0205
 NG0205'RECOVERY NOTE BY US POWER SQUADRON 2001 (MS)
 NG0205'BUILDING GONE NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2674 ***********************************************************************
 ME2674  DESIGNATION -  BEACH
 ME2674  PID         -  ME2674
 ME2674  STATE/COUNTY-  IL/COOK
 ME2674  USGS QUAD   -  JACKSON PARK (1993)
 ME2674
 ME2674                         *CURRENT SURVEY CONTROL
 ME2674  ___________________________________________________________________
 ME2674* NAD 83(1997)-  41 48 09.75162(N)    087 35 06.61926(W)     ADJUSTED  
 ME2674* NAVD 88     -       278.9    (meters)     915.     (feet)  VERTCON   
 ME2674  ___________________________________________________________________
 ME2674  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ME2674  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2674
 ME2674  HORZ ORDER  -  FIRST
 ME2674
 ME2674.The horizontal coordinates were established by classical geodetic methods
 ME2674.and adjusted by the National Geodetic Survey in October 1999..
 ME2674
 ME2674.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2674
 ME2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2674
 ME2674.The geoid height was determined by GEOID03.
 ME2674
 ME2674;                    North         East     Units Scale Factor Converg.
 ME2674;SPC IL E     -   570,460.346   362,175.481   MT  1.00002255   +0 29 55.4
 ME2674;SPC IL E     - 1,871,585.32  1,188,237.39   sFT  1.00002255   +0 29 55.4
 ME2674;UTM  16      - 4,628,037.058   451,387.941   MT  0.99962908   -0 23 24.2
 ME2674
 ME2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2674!SPC IL E     -   0.99996151  x   1.00002255  =   0.99998406
 ME2674!UTM  16      -   0.99996151  x   0.99962908  =   0.99959060
 ME2674
 ME2674:                Primary Azimuth Mark                     Grid Az
 ME2674:SPC IL E     -  037 COC                                  184 05 49.8
 ME2674:UTM  16      -  037 COC                                  184 59 09.4
 ME2674
 ME2674|---------------------------------------------------------------------|
 ME2674| PID    Reference Object                     Distance      Geod. Az  |
 ME2674|                                                           dddmmss.s |
 ME2674| ME2696 037 COC                             APPROX. 1.7 KM 1843545.2 |
 ME2674| ME2663 EAST END                            176.853 METERS 33903     |
 ME2674|---------------------------------------------------------------------|
 ME2674
 ME2674                          SUPERSEDED SURVEY CONTROL
 ME2674
 ME2674  NAD 83(1997)-  41 48 09.75182(N)    087 35 06.61955(W) AD(       ) 1
 ME2674  NAD 83(1997)-  41 48 09.75667(N)    087 35 06.62987(W) AD(       ) 1
 ME2674  NAD 83(1986)-  41 48 09.75702(N)    087 35 06.62913(W) AD(       ) 1
 ME2674  NAD 27      -  41 48 09.63196(N)    087 35 06.45457(W) AD(       ) 1
 ME2674  NGVD 29 (07/19/86)  279.0    (m)          915.     (f) VERT ANG       
 ME2674
 ME2674.Superseded values are not recommended for survey control.
 ME2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2674.See file dsdata.txt to determine how the superseded data were derived.
 ME2674
 ME2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5138828037(NAD 83)
 ME2674_MARKER: DD = SURVEY DISK
 ME2674_SETTING: 0 = UNSPECIFIED SETTING
 ME2674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2674
 ME2674  HISTORY     - Date     Condition        Report By
 ME2674  HISTORY     - 1977     MONUMENTED       NGS
 ME2674
 ME2674                          STATION DESCRIPTION
 ME2674
 ME2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2674'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF CHICAGO
 ME2674'ON THE ROOF OF THE SOUTH TOWER OF THE CHICAGO BEACH TOWERS,
 ME2674'APARTMENT BUILDING, ADDRESS 5020 SOUTH LAKE SHORE DRIVE.
 ME2674'MR. VIRGIL CROSS, BUILDING MANGER, TELEPHONE NUMBER
 ME2674'288-5050.
 ME2674'
 ME2674'STATION MARK, STAMPED---BEACH 1977---. A STANDARD DISK,
 ME2674'GLUED TO THE ROOF AND IS COVERED BY A COPPER LINCOLN HAT
 ME2674'PROJECTING 6 INCHES ABOVE THE ROOF. IT IS 23.3 FEET
 ME2674'NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 17.5
 ME2674'FEET EAST OF THE WEST INSIDE EDGE OF RAILING OF THE BUILDING
 ME2674'AND 15.7 FEET NORTH OF THE SOUTH INSIDE EDGE OF RAILING OF
 ME2674'THE BUILDING.
 ME2674'
 ME2674'STATION 037 COC CAN BE USED AS AN AZIMUTH MARK.
 ME2674'
 ME2674'NO REFERENCE MARKS ESTABLISHED AT THIS DATE.
 ME2674'
 ME2674'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.63 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0724 ***********************************************************************
 MG0724  DESIGNATION -  BEAN
 MG0724  PID         -  MG0724
 MG0724  STATE/COUNTY-  IL/ROCK ISLAND
 MG0724  USGS QUAD   -  ANDALUSIA (1991)
 MG0724
 MG0724                         *CURRENT SURVEY CONTROL
 MG0724  ___________________________________________________________________
 MG0724* NAD 83(1997)-  41 26 27.93107(N)    090 41 04.38954(W)     ADJUSTED  
 MG0724* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MG0724  ___________________________________________________________________
 MG0724  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 MG0724  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0724
 MG0724  HORZ ORDER  -  SECOND
 MG0724
 MG0724.The horizontal coordinates were established by classical geodetic methods
 MG0724.and adjusted by the National Geodetic Survey in October 1999..
 MG0724
 MG0724.The orthometric height was scaled from a topographic map.
 MG0724
 MG0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0724
 MG0724.The geoid height was determined by GEOID03.
 MG0724
 MG0724;                    North         East     Units Scale Factor Converg.
 MG0724;SPC IL W     -   530,138.967   656,721.814   MT  0.99996422   -0 20 34.0
 MG0724;SPC IL W     - 1,739,297.59  2,154,594.82   sFT  0.99996422   -0 20 34.0
 MG0724;SPC IA S     -   163,840.072   735,240.803   MT  0.99995714   +1 51 16.3
 MG0724;UTM  15      - 4,590,311.975   693,435.297   MT  1.00006050   +1 31 58.6
 MG0724
 MG0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0724!SPC IL W     -   0.99997237  x   0.99996422  =   0.99993659
 MG0724!SPC IA S     -   0.99997237  x   0.99995714  =   0.99992951
 MG0724!UTM  15      -   0.99997237  x   1.00006050  =   1.00003287
 MG0724
 MG0724                          SUPERSEDED SURVEY CONTROL
 MG0724
 MG0724  NAD 83(1997)-  41 26 27.93107(N)    090 41 04.38953(W) AD(       ) 2
 MG0724  NAD 83(1986)-  41 26 27.93255(N)    090 41 04.39858(W) AD(       ) 2
 MG0724  NAD 27      -  41 26 27.81600(N)    090 41 03.89500(W) AD(       ) 2
 MG0724
 MG0724.Superseded values are not recommended for survey control.
 MG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0724.See file dsdata.txt to determine how the superseded data were derived.
 MG0724
 MG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF9343590312(NAD 83)
 MG0724_MARKER: Z = SEE DESCRIPTION
 MG0724_SETTING: 0 = UNSPECIFIED SETTING
 MG0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0724
 MG0724  HISTORY     - Date     Condition        Report By
 MG0724  HISTORY     - 1927     MONUMENTED       CGS
 MG0724  HISTORY     - 1930     SEE DESCRIPTION  CGS
 MG0724  HISTORY     - 1957     GOOD             CGS
 MG0724  HISTORY     - 19960819 MARK NOT FOUND   USPSQD
 MG0724  HISTORY     - 19970917 MARK NOT FOUND   USPSQD
 MG0724
 MG0724                          STATION DESCRIPTION
 MG0724
 MG0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (JSB)
 MG0724'STATION IS IN THE NW 1/4 OF SEC. 35, T 17 N, R 3 W, ON A
 MG0724'PROMINENT BARE HILL ABOUT 2 MILES E OF ANDALUSIA, AND 1/4
 MG0724'MILE S OF THE MILAN AND ANDALUSIA ROAD.
 MG0724'
 MG0724'STATION MARK IS TILE AND PIPE ON ILLINOIS SIDE ON LAND OF
 MG0724'MR. HAAS, 50 FEET S OF S LINE OF J.L. BEANS PROPERTY, IS ON
 MG0724'PROMINENT HILL ABOUT 2 MILES E OF ANDALUSIA, ILLINOIS.  HILL
 MG0724'IS BARE OF TIMBER, AND A LARGE POPLAR BEARS ABOUT ESE 810 FEET.
 MG0724
 MG0724                          STATION RECOVERY (1930)
 MG0724
 MG0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0724'ORIGINAL DESCRIPTION AND THE RECOVERY NOTE BY J.S.B., 1927
 MG0724'IS STILL CORRECT.
 MG0724'
 MG0724'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MG0724'SURFACE MARK IS AN IRON PIPE WITH STANDARD CAP.  THE PIPE
 MG0724'PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 MG0724'
 MG0724'A 103-FOOT SIGNAL WAS USED TO SEE MAIN SCHEME STATIONS.
 MG0724
 MG0724                          STATION RECOVERY (1957)
 MG0724
 MG0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (VES)
 MG0724'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE EXISTING
 MG0724'DESCRIPTION IS INADEQUATE, A NEW ONE FOLLOWS--
 MG0724'
 MG0724'STATION IS 1.6 MILES EAST OF ANDALUSIA, ABOUT .2 MILES SOUTH
 MG0724'OF THE MILAN-ANDALUSIA HIGHWAY, IN A CULTIVATED FIELD ON THE
 MG0724'TOP OF A LOW HILL, 500 FT. SOUTH-SOUTHEAST OF A YELLOW BRICK
 MG0724'HOUSE OWNED BY A MR. MARSTEN, 310 FT. SOUTH OF A FENCE AT THE
 MG0724'NORTH EDGE OF AND 73 FT. WEST OF A FENCE AT THE EAST EDGE
 MG0724'OF A CULTIVATED FIELD.
 MG0724'
 MG0724'TO REACH FROM THE POSTOFFICE IN ANDALUSIA--GO SOUTH .3 MILES
 MG0724'TO THE MILAN-ANDALUSIA ROAD (ROUTE 92), TURN LEFT AND PROCEED
 MG0724'EAST 1.2 MILES TO A MOTEL SOUTH OF THE HIGHWAY, CONTINUE FOR
 MG0724'.4 MILES TO A CURVE AND PRIVATE DRIVE LEADING SOUTH TO RESIDENCES
 MG0724'OWNED BY MARSTEN AND BAKER RESPECTIVELY, PROCEED SOUTH ON
 MG0724'PRIVATE DRIVE AND TAKE LEFT FORK TO THE TOP OF A SHORT RIDGE
 MG0724'AND THE MARSTER RESIDENCE OVERLOOKING THE MISSISSIPPI RIVER
 MG0724'VALLEY.
 MG0724'
 MG0724'STATION IS MARKED BY A MISSISSIPPI RIVER COMMISSION DISK
 MG0724'BEARING A CRUDE, HAND-SCRIBED TRIANGLE ON THE TOP OF AN IRON
 MG0724'PIPE PROJECTING 1 FT. AND STAMPED U.S.
 MG0724
 MG0724                          STATION RECOVERY (1996)
 MG0724
 MG0724'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0724'MARK NOT FOUND.
 MG0724
 MG0724                          STATION RECOVERY (1997)
 MG0724
 MG0724'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1724 ***********************************************************************
 JB1724  DESIGNATION -  BEAR
 JB1724  PID         -  JB1724
 JB1724  STATE/COUNTY-  IL/JEFFERSON
 JB1724  USGS QUAD   -  BLUFORD (1973)
 JB1724
 JB1724                         *CURRENT SURVEY CONTROL
 JB1724  ___________________________________________________________________
 JB1724* NAD 83(1997)-  38 20 34.00657(N)    088 43 14.42278(W)     ADJUSTED  
 JB1724* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 JB1724  ___________________________________________________________________
 JB1724  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JB1724  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JB1724
 JB1724  HORZ ORDER  -  THIRD
 JB1724
 JB1724.The horizontal coordinates were established by classical geodetic methods
 JB1724.and adjusted by the National Geodetic Survey in October 1999..
 JB1724
 JB1724.The orthometric height was scaled from a topographic map.
 JB1724
 JB1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1724
 JB1724.The geoid height was determined by GEOID03.
 JB1724
 JB1724;                    North         East     Units Scale Factor Converg.
 JB1724;SPC IL E     -   186,093.348   266,138.757   MT  0.99998911   -0 14 25.1
 JB1724;SPC IL E     -   610,541.26    873,156.91   sFT  0.99998911   -0 14 25.1
 JB1724;UTM  16      - 4,245,249.206   349,630.140   MT  0.99987847   -1 04 03.5
 JB1724
 JB1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1724!SPC IL E     -   0.99997843  x   0.99998911  =   0.99996754
 JB1724!UTM  16      -   0.99997843  x   0.99987847  =   0.99985690
 JB1724
 JB1724:                Primary Azimuth Mark                     Grid Az
 JB1724:SPC IL E     -  BEAR AZ MK                               093 02 53.4
 JB1724:UTM  16      -  BEAR AZ MK                               093 52 31.8
 JB1724
 JB1724|---------------------------------------------------------------------|
 JB1724| PID    Reference Object                     Distance      Geod. Az  |
 JB1724|                                                           dddmmss.s |
 JB1724| CI2937 BEAR AZ MK                                         0924828.3 |
 JB1724| CI2938 BEAR RM 1                             9.632 METERS 09251     |
 JB1724| JB1723 BLUFORD ILL RAILWAY CO STACK        APPROX. 2.9 KM 1944449.7 |
 JB1724| CI2939 BEAR RM 2                             9.323 METERS 27301     |
 JB1724|---------------------------------------------------------------------|
 JB1724
 JB1724                          SUPERSEDED SURVEY CONTROL
 JB1724
 JB1724  NAD 83(1997)-  38 20 34.01910(N)    088 43 14.42153(W) AD(       ) 3
 JB1724  NAD 83(1986)-  38 20 34.02052(N)    088 43 14.42194(W) AD(       ) 3
 JB1724  NAD 27      -  38 20 33.84661(N)    088 43 14.21170(W) AD(       ) 3
 JB1724
 JB1724.Superseded values are not recommended for survey control.
 JB1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1724.See file dsdata.txt to determine how the superseded data were derived.
 JB1724
 JB1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4963045249(NAD 83)
 JB1724_MARKER: DS = TRIANGULATION STATION DISK
 JB1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1724_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1724
 JB1724  HISTORY     - Date     Condition        Report By
 JB1724  HISTORY     - 1961     MONUMENTED       CGS
 JB1724
 JB1724                          STATION DESCRIPTION
 JB1724
 JB1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1724'NO MEASUREMENT BETWEEN RMS SET 180 DEGREES
 JB1724'
 JB1724'THE STATION IS ABOUT 7.25 MILES WEST OF WAYNE CITY, 2 MILES NORTHEAST
 JB1724'OF BLUFORD, IN THE
 JB1724'SOUTHEAST 0.25 OF SECTION 14, T 2 S, R 4 E AND ON THE
 JB1724'HIGHWAY RIGHT-OF-WAY.  IT IS 50
 JB1724'FEET EAST OF A WITNESS POST, 53 FEET
 JB1724'EAST OF A TELEPHONE POLE, 62 FEET SOUTHWEST OF THE
 JB1724'SOUTHWEST CORNER
 JB1724'OF A CONCRETE BLOCK BUILDING, 63 SOUTH OF A POWER POLE AND 77 FEET
 JB1724'NORTH OF THE
 JB1724'CENTERLINE OF STATE HIGHWAY 15.  THE MONUMENT IS FLUSH
 JB1724'AND THE DISK IS STAMPED BEAR 1961.
 JB1724'
 JB1724'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE
 JB1724'HIGHWAYS 15 AND 37 AT THE
 JB1724'SOUTHWEST CORNER OF THE COURTHOUSE SQUARE IN MT VERNON,
 JB1724'GO EAST ON STATE HIGHWAY 15 FOR
 JB1724'6.3 MILES TO A CROSSROAD
 JB1724'(HARMONY-MARLOW ROAD).  CONTINUE EAST ON HIGHWAY
 JB1724'15 FOR 3.9 MILES TO
 JB1724'A SIDE ROAD RIGHT (MARKHAM CITY ROAD).  CONTINUE EAST ON THE
 JB1724'HIGHWAY FOR 0.2
 JB1724'MILE TO THE STATION ON THE LEFT.
 JB1724'
 JB1724'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 15 FOR
 JB1724'0.45 MILE TO THE MARK ON THE RIGHT.
 JB1724'
 JB1724'REFERENCE MARK 1 IS 60 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 JB1724'CONCRETE BLOCK BUILDING AND
 JB1724'76 FEET NORTH OF THE CENTERLINE OF HIGHWAY 15.  THE
 JB1724'MONUMENT IS FLUSH AND THE DISK
 JB1724'IS STAMPED BEAR NO 1 1961.
 JB1724'
 JB1724'REFERENCE MARK 2 IS 20 FEET EAST OF THE WITNESS POST, 23 FEET EAST OF
 JB1724'A TELEPHONE POLE, 77
 JB1724'FEET NORTH OF THE CENTERLINE OF HIGHWAY 15 AND 78
 JB1724'FEET SOUTHWEST OF THE SOUTHWEST
 JB1724'CORNER OF THE CONCRETE BLOCK
 JB1724'BUILDING.  THE MONUMENT IS FLUSH AND THE DISK IS
 JB1724'STAMPED BEAR NO 2 1961.
 JB1724'
 JB1724'THE AZIMUTH MARK IS 1 FOOT WEST OF A WITNESS POST, 2 FEET WEST OF A
 JB1724'POWER POLE AND 61 FEET
 JB1724'SOUTH OF THE CENTERLINE OF HIGHWAY 15.  THE MONUMENT
 JB1724'PROJECTS 6 INCHES AND THE DISK
 JB1724'IS STAMPED BEAR 1961.
 JB1724'
 JB1724'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2936 ***********************************************************************
 AJ2936  DESIGNATION -  BEAR 1991
 AJ2936  PID         -  AJ2936
 AJ2936  STATE/COUNTY-  IL/MCHENRY
 AJ2936  USGS QUAD   -  MARENGO NORTH (1975)
 AJ2936
 AJ2936                         *CURRENT SURVEY CONTROL
 AJ2936  ___________________________________________________________________
 AJ2936* NAD 83(1997)-  42 18 46.55125(N)    088 32 47.37484(W)     ADJUSTED  
 AJ2936* NAVD 88     -       258.8    (meters)     849.     (feet)  GPS OBS   
 AJ2936  ___________________________________________________________________
 AJ2936  X           -     119,823.711 (meters)                     COMP
 AJ2936  Y           -  -4,722,316.525 (meters)                     COMP
 AJ2936  Z           -   4,271,522.794 (meters)                     COMP
 AJ2936  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AJ2936  ELLIP HEIGHT-         225.01  (meters)          (02/03/05) GPS OBS
 AJ2936  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AJ2936
 AJ2936  HORZ ORDER  -  FIRST
 AJ2936  ELLP ORDER  -  FOURTH    CLASS II
 AJ2936
 AJ2936.The horizontal coordinates were established by GPS observations
 AJ2936.and adjusted by the National Geodetic Survey in April 2001..
 AJ2936
 AJ2936.The orthometric height was determined by GPS observations and a
 AJ2936.high-resolution geoid model.
 AJ2936
 AJ2936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2936
 AJ2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2936
 AJ2936.The ellipsoidal height was determined by GPS observations
 AJ2936.and is referenced to NAD 83.
 AJ2936
 AJ2936.The geoid height was determined by GEOID03.
 AJ2936
 AJ2936;                    North         East     Units Scale Factor Converg.
 AJ2936;SPC IL E     -   626,882.960   282,426.785   MT  0.99997880   -0 08 36.6
 AJ2936;SPC IL E     - 2,056,698.51    926,595.21   sFT  0.99997880   -0 08 36.6
 AJ2936;UTM  16      - 4,685,679.560   372,551.076   MT  0.99979986   -1 02 28.3
 AJ2936
 AJ2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2936!SPC IL E     -   0.99996471  x   0.99997880  =   0.99994351
 AJ2936!UTM  16      -   0.99996471  x   0.99979986  =   0.99976458
 AJ2936
 AJ2936                          SUPERSEDED SURVEY CONTROL
 AJ2936
 AJ2936  ELLIP H (04/24/01)  225.07   (m)                       GP(       ) 4 1
 AJ2936
 AJ2936.Superseded values are not recommended for survey control.
 AJ2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2936.See file dsdata.txt to determine how the superseded data were derived.
 AJ2936
 AJ2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7255185680(NAD 83)
 AJ2936_MARKER: DD = SURVEY DISK
 AJ2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2936_STAMPING: BEAR
 AJ2936_PROJECTION: FLUSH
 AJ2936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2936+STABILITY: SURFACE MOTION
 AJ2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2936+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 AJ2936
 AJ2936  HISTORY     - Date     Condition        Report By
 AJ2936  HISTORY     - 1991     MONUMENTED       MSE
 AJ2936  HISTORY     - 20000911 GOOD             SECI
 AJ2936
 AJ2936                          STATION DESCRIPTION
 AJ2936
 AJ2936'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2936'STATION IS LOCATED APPROXIMATELY  4.0 MI WEST OF WOODSTOCK IN
 AJ2936'SECTION 4  T44N R6E.  TO REACH THE STATION FROM THE INTERSECTION OF
 AJ2936'IL RT 23 AND KISHWAUKEE VALLEY RD PROCEED EAST ON KISHWAUKEE
 AJ2936'VALLEY RD FOR APPROXIMATELY 3.25 MI TO THE INTERSECTION OF
 AJ2936'KISHWAUKEE VALLEY RD AND VERMONT RD.  STATION IS LOCATED 356 FT
 AJ2936'WEST OF CENTERLINE OF  VERMONT RD ON THE SOUTH SIDE OF
 AJ2936'KISHWAUKEE VALLEY RD WITHIN THE TRIANGLE CREATED BY THE ROADS.
 AJ2936'STATION IS 21 FT EAST OF POWERPOLE, 114 FT WEST OF POWERPOLE, 22.5
 AJ2936'FT NORTH OF CENTERLINE OF VERMONT RD, AND 58 FT EAST OF STOP SIGN.
 AJ2936' 
 AJ2936'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6009 ***********************************************************************
 DG6009  DESIGNATION -  BEARD
 DG6009  PID         -  DG6009
 DG6009  STATE/COUNTY-  IL/CASS
 DG6009  USGS QUAD   -  ARENZVILLE WEST (1983)
 DG6009
 DG6009                         *CURRENT SURVEY CONTROL
 DG6009  ___________________________________________________________________
 DG6009* NAD 83(1997)-  39 58 39.93010(N)    090 24 22.21368(W)     ADJUSTED  
 DG6009* NAVD 88     -       139.9    (meters)     459.     (feet)  GPS OBS   
 DG6009  ___________________________________________________________________
 DG6009  X           -     -34,696.004 (meters)                     COMP
 DG6009  Y           -  -4,894,253.628 (meters)                     COMP
 DG6009  Z           -   4,076,162.165 (meters)                     COMP
 DG6009  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DG6009  ELLIP HEIGHT-         106.95  (meters)          (02/03/05) GPS OBS
 DG6009  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DG6009
 DG6009  HORZ ORDER  -  FIRST
 DG6009  ELLP ORDER  -  FOURTH    CLASS II
 DG6009
 DG6009.The horizontal coordinates were established by GPS observations
 DG6009.and adjusted by the National Geodetic Survey in July 2004..
 DG6009
 DG6009.The orthometric height was determined by GPS observations and a
 DG6009.high-resolution geoid model.
 DG6009
 DG6009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6009
 DG6009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6009
 DG6009.The ellipsoidal height was determined by GPS observations
 DG6009.and is referenced to NAD 83.
 DG6009
 DG6009.The geoid height was determined by GEOID03.
 DG6009
 DG6009;                    North         East     Units Scale Factor Converg.
 DG6009;SPC IL W     -   367,545.827   679,542.406   MT  0.99994633   -0 09 14.0
 DG6009;SPC IL W     - 1,205,856.60  2,229,465.38   sFT  0.99994633   -0 09 14.0
 DG6009;UTM  15      - 4,428,511.017   721,493.679   MT  1.00020400   +1 40 01.9
 DG6009
 DG6009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6009!SPC IL W     -   0.99998322  x   0.99994633  =   0.99992955
 DG6009!UTM  15      -   0.99998322  x   1.00020400  =   1.00018722
 DG6009
 DG6009                          SUPERSEDED SURVEY CONTROL
 DG6009
 DG6009  ELLIP H (07/06/04)  106.96   (m)                       GP(       ) 3 2
 DG6009
 DG6009.Superseded values are not recommended for survey control.
 DG6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6009.See file dsdata.txt to determine how the superseded data were derived.
 DG6009
 DG6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE2149428511(NAD 83)
 DG6009_MARKER: DD = SURVEY DISK
 DG6009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6009_STAMPING: BEARD 1994
 DG6009_MARK LOGO: ILDT  
 DG6009_PROJECTION: FLUSH
 DG6009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6009+STABILITY: SURFACE MOTION
 DG6009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6009+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 DG6009
 DG6009  HISTORY     - Date     Condition        Report By
 DG6009  HISTORY     - 1994     MONUMENTED       ILDT
 DG6009  HISTORY     - 20040202 GOOD             ILDT
 DG6009
 DG6009                          STATION DESCRIPTION
 DG6009
 DG6009'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DEL)
 DG6009'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DEL) THE
 DG6009'STATION IS LOCATED 3.0 MILES SSE OF BEARDSTOWN AT THE GREATER
 DG6009'BEARDSTOWN AIRPORT.  TO REACH FROM IL 125 AND ARENZVILLE BLACKTOP SE
 DG6009'OF BEARDSTOWN GO SOUTH ON ARENZVILLE  BLACKTOP FOR 1.9 MILES TO A T
 DG6009'ROAD WEST ( AIRPORT ROAD), GO WEST ON AIRPORT ROAD FOR 0.4  MILES TO
 DG6009'AIRPORT ENTRANCE, CONTINUE THROUGH GATE TO THE WEST SIDE OF THE RUNWAY
 DG6009'AND  THE STATION. THE STATION IS 77.9 FEET WEST OF THE WEST EDGE OF
 DG6009'THE RUNWAY, 83.7 FEET WEST  SOUTH WEST OF THE 2ND WHITE RUNWAY LIGHT
 DG6009'SOUTH OF THE NORTH END OF THE RUNWAY, 196.6  FEET NORTH NORTH WEST OF
 DG6009'THE 3RD WHITE RUNWAY LIGHT SOUTH OF THE NORTH END OF THE  RUNWAY, AND
 DG6009'WEST OF THE SOUTH END OF THE HANGER/OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0737 ***********************************************************************
 LD0737  DESIGNATION -  BEARDSTOWN 6TH ST LUTH CHURCH
 LD0737  PID         -  LD0737
 LD0737  STATE/COUNTY-  IL/CASS
 LD0737  USGS QUAD   -  BEARDSTOWN (1981)
 LD0737
 LD0737                         *CURRENT SURVEY CONTROL
 LD0737  ___________________________________________________________________
 LD0737* NAD 83(1997)-  40 00 49.58294(N)    090 26 01.99996(W)     ADJUSTED  
 LD0737* NAVD 88     -                                                        
 LD0737  ___________________________________________________________________
 LD0737  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LD0737  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0737
 LD0737  HORZ ORDER  -  THIRD
 LD0737
 LD0737.The horizontal coordinates were established by classical geodetic methods
 LD0737.and adjusted by the National Geodetic Survey in October 1999..
 LD0737
 LD0737
 LD0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0737
 LD0737.The geoid height was determined by GEOID03.
 LD0737
 LD0737;                    North         East     Units Scale Factor Converg.
 LD0737;SPC IL W     -   371,551.200   677,186.778   MT  0.99994758   -0 10 18.5
 LD0737;SPC IL W     - 1,218,997.56  2,221,736.95   sFT  0.99994758   -0 10 18.5
 LD0737;UTM  15      - 4,432,440.463   719,011.290   MT  1.00019053   +1 39 02.1
 LD0737
 LD0737                          SUPERSEDED SURVEY CONTROL
 LD0737
 LD0737  NAD 83(1997)-  40 00 49.58595(N)    090 26 02.00054(W) AD(       ) 4
 LD0737  NAD 83(1986)-  40 00 49.59396(N)    090 26 01.99659(W) AD(       ) 4
 LD0737  NAD 27      -  40 00 49.41500(N)    090 26 01.54400(W) AD(       ) 3
 LD0737
 LD0737.Superseded values are not recommended for survey control.
 LD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0737.See file dsdata.txt to determine how the superseded data were derived.
 LD0737
 LD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE1901132440(NAD 83)
 LD0737_MARKER: 90 = CHURCH SPIRE
 LD0737
 LD0737  HISTORY     - Date     Condition        Report By
 LD0737  HISTORY     - 1934     FIRST OBSERVED   CGS
 LD0737
 LD0737                          STATION DESCRIPTION
 LD0737
 LD0737'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0738 ***********************************************************************
 LD0738  DESIGNATION -  BEARDSTOWN CBQ RR YARDS STACK
 LD0738  PID         -  LD0738
 LD0738  STATE/COUNTY-  IL/CASS
 LD0738  USGS QUAD   -  BEARDSTOWN (1981)
 LD0738
 LD0738                         *CURRENT SURVEY CONTROL
 LD0738  ___________________________________________________________________
 LD0738* NAD 83(1997)-  40 00 54.67524(N)    090 25 32.63670(W)     ADJUSTED  
 LD0738* NAVD 88     -                                                        
 LD0738  ___________________________________________________________________
 LD0738  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 LD0738  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0738
 LD0738  HORZ ORDER  -  THIRD
 LD0738
 LD0738.The horizontal coordinates were established by classical geodetic methods
 LD0738.and adjusted by the National Geodetic Survey in October 1999..
 LD0738
 LD0738
 LD0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0738
 LD0738.The geoid height was determined by GEOID03.
 LD0738
 LD0738;                    North         East     Units Scale Factor Converg.
 LD0738;SPC IL W     -   371,706.196   677,883.566   MT  0.99994720   -0 09 59.7
 LD0738;SPC IL W     - 1,219,506.08  2,224,023.00   sFT  0.99994720   -0 09 59.7
 LD0738;UTM  15      - 4,432,617.584   719,702.966   MT  1.00019426   +1 39 21.2
 LD0738
 LD0738                          SUPERSEDED SURVEY CONTROL
 LD0738
 LD0738  NAD 83(1997)-  40 00 54.67830(N)    090 25 32.63732(W) AD(       ) 4
 LD0738  NAD 83(1986)-  40 00 54.68631(N)    090 25 32.63327(W) AD(       ) 4
 LD0738  NAD 27      -  40 00 54.50900(N)    090 25 32.18000(W) AD(       ) 3
 LD0738
 LD0738.Superseded values are not recommended for survey control.
 LD0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0738.See file dsdata.txt to determine how the superseded data were derived.
 LD0738
 LD0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE1970332618(NAD 83)
 LD0738_MARKER: 63 = STACK
 LD0738
 LD0738  HISTORY     - Date     Condition        Report By
 LD0738  HISTORY     - 1934     FIRST OBSERVED   CGS
 LD0738
 LD0738                          STATION DESCRIPTION
 LD0738
 LD0738'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0739 ***********************************************************************
 LD0739  DESIGNATION -  BEARDSTOWN MUNICIPAL STANDPIPE
 LD0739  PID         -  LD0739
 LD0739  STATE/COUNTY-  IL/CASS
 LD0739  USGS QUAD   -  BEARDSTOWN (1981)
 LD0739
 LD0739                         *CURRENT SURVEY CONTROL
 LD0739  ___________________________________________________________________
 LD0739* NAD 83(1997)-  40 00 42.27818(N)    090 25 29.40999(W)     ADJUSTED  
 LD0739* NAVD 88     -                                                        
 LD0739  ___________________________________________________________________
 LD0739  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 LD0739  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0739
 LD0739  HORZ ORDER  -  THIRD
 LD0739
 LD0739.The horizontal coordinates were established by classical geodetic methods
 LD0739.and adjusted by the National Geodetic Survey in October 1999..
 LD0739
 LD0739
 LD0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0739
 LD0739.The geoid height was determined by GEOID03.
 LD0739
 LD0739;                    North         East     Units Scale Factor Converg.
 LD0739;SPC IL W     -   371,323.633   677,958.976   MT  0.99994715   -0 09 57.6
 LD0739;SPC IL W     - 1,218,250.95  2,224,270.41   sFT  0.99994715   -0 09 57.6
 LD0739;UTM  15      - 4,432,237.519   719,790.526   MT  1.00019474   +1 39 22.9
 LD0739
 LD0739                          SUPERSEDED SURVEY CONTROL
 LD0739
 LD0739  NAD 83(1997)-  40 00 42.28127(N)    090 25 29.41054(W) AD(       ) 4
 LD0739  NAD 83(1986)-  40 00 42.28932(N)    090 25 29.40668(W) AD(       ) 4
 LD0739  NAD 27      -  40 00 42.11200(N)    090 25 28.95300(W) AD(       ) 3
 LD0739
 LD0739.Superseded values are not recommended for survey control.
 LD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0739.See file dsdata.txt to determine how the superseded data were derived.
 LD0739
 LD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE1979132238(NAD 83)
 LD0739_MARKER: 52 = STANDPIPE TANK
 LD0739
 LD0739  HISTORY     - Date     Condition        Report By
 LD0739  HISTORY     - 1934     FIRST OBSERVED   CGS
 LD0739
 LD0739                          STATION DESCRIPTION
 LD0739
 LD0739'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1524 ***********************************************************************
 HB1524  DESIGNATION -  BEATTY
 HB1524  PID         -  HB1524
 HB1524  STATE/COUNTY-  IL/POPE
 HB1524  USGS QUAD   -  WALTERSBURG (1996)
 HB1524
 HB1524                         *CURRENT SURVEY CONTROL
 HB1524  ___________________________________________________________________
 HB1524* NAD 83(1997)-  37 26 22.39838(N)    088 31 12.13118(W)     ADJUSTED  
 HB1524* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 HB1524  ___________________________________________________________________
 HB1524  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HB1524  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HB1524
 HB1524  HORZ ORDER  -  FIRST
 HB1524
 HB1524.The horizontal coordinates were established by classical geodetic methods
 HB1524.and adjusted by the National Geodetic Survey in October 1999..
 HB1524
 HB1524.The orthometric height was scaled from a topographic map.
 HB1524
 HB1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1524
 HB1524.The geoid height was determined by GEOID03.
 HB1524
 HB1524;                    North         East     Units Scale Factor Converg.
 HB1524;SPC IL E     -    85,788.331   283,477.802   MT  0.99997836   -0 06 48.6
 HB1524;SPC IL E     -   281,457.22    930,043.42   sFT  0.99997836   -0 06 48.6
 HB1524;UTM  16      - 4,144,719.960   365,531.484   MT  0.99982273   -0 55 27.1
 HB1524
 HB1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1524!SPC IL E     -   0.99996722  x   0.99997836  =   0.99994558
 HB1524!UTM  16      -   0.99996722  x   0.99982273  =   0.99978996
 HB1524
 HB1524|---------------------------------------------------------------------|
 HB1524| PID    Reference Object                     Distance      Geod. Az  |
 HB1524|                                                           dddmmss.s |
 HB1524| CI2943 BEATTY RM 1                          23.175 METERS 04744     |
 HB1524| HB1526 RAUM LOOKOUT TOWER                  313.759 METERS 11029     |
 HB1524| CI2942 BEATTY AZ MK                                       1124834.3 |
 HB1524| HB1525 771                                 101.174 METERS 15916     |
 HB1524| CI2944 BEATTY RM 2                          18.316 METERS 30402     |
 HB1524|---------------------------------------------------------------------|
 HB1524
 HB1524                          SUPERSEDED SURVEY CONTROL
 HB1524
 HB1524  NAD 83(1997)-  37 26 22.40391(N)    088 31 12.13000(W) AD(       ) 1
 HB1524  NAD 83(1986)-  37 26 22.40958(N)    088 31 12.13352(W) AD(       ) 1
 HB1524  NAD 27      -  37 26 22.22385(N)    088 31 11.97664(W) AD(       ) 1
 HB1524
 HB1524.Superseded values are not recommended for survey control.
 HB1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1524.See file dsdata.txt to determine how the superseded data were derived.
 HB1524
 HB1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6553144720(NAD 83)
 HB1524_MARKER: DS = TRIANGULATION STATION DISK
 HB1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1524
 HB1524  HISTORY     - Date     Condition        Report By
 HB1524  HISTORY     - 1957     MONUMENTED       CGS
 HB1524
 HB1524                          STATION DESCRIPTION
 HB1524
 HB1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1524'THE STATION IS ABOUT 5-1/2 MILES NORTH OF GOLCONDA, 5-1/2 MILES
 HB1524'SOUTHEAST OF EDDYVILLE, 0.2 MILES WEST OF THE RAUM LOOKOUT
 HB1524'TOWER AND JUST SOUTH OF A FRAME HOUSE, ON PROPERTY OWNED BY MR. FRED
 HB1524'STORY, WHO LIVES IN MATTHEW, MISSOURI.  IT IS 32 FEET SOUTHEAST OF
 HB1524'THE SOUTHWEST CORNER OF THE FRAME HOUSE, 26 FEET SOUTHWEST OF THE
 HB1524'SOUTHEAST CORNER OF THE HOUSE, 94 FEET WEST OF THE CENTERLINE OF A
 HB1524'PAVED ROAD AND 63 FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 HB1524'FLUSH AND THE DISK IS STAMPED BEATTY 1957.
 HB1524'
 HB1524'TO REACH THE STATION FROM THE POST OFFICE IN GOLCONDA, GO WEST ON
 HB1524'MAIN STREET FOR 0.15 MILE.  TURN RIGHT AND GO NORTH ON STATE
 HB1524'HIGHWAY 146 FOR 2.55 MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND
 HB1524'GO WEST AND NORTHWEST ON A PAVED ROAD FOR 3.7 MILES TO A SIDE ROAD
 HB1524'RIGHT LEADING TO THE RAUM LOOKOUT TOWER.  CONTINUE NORTH FOR ABOUT
 HB1524'100 YARDS TO THE FRAME HOUSE ON THE LEFT AND THE STATION AS
 HB1524'DESCRIBED.
 HB1524'
 HB1524'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE PAVED ROAD
 HB1524'FOR ABOUT 100 YARDS TO THE ROAD LEADING TO THE LOOKOUT TOWER.
 HB1524'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON
 HB1524'THE RIGHT.
 HB1524'
 HB1524'REFERENCE MARK 1 IS 38 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 HB1524'60 FEET EAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE AND 15 FEET
 HB1524'NORTH OF A 14 INCH LOCUST TREE.  THE MONUMENT PROJECTS 2 INCHES AND
 HB1524'THE DISK IS STAMPED BEATTY NO 1 1957.
 HB1524'
 HB1524'REFERENCE MARK 2 IS 30 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 HB1524'FRAME HOUSE AND 7 FEET NORTH OF A 14 INCH LOCUST TREE WITH A
 HB1524'PROMINENT FORK.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HB1524'STAMPED BEATTY NO 2 1957.
 HB1524'
 HB1524'THE AZIMUTH MARK IS 123 FEET WEST OF THE NORTHWEST LEG OF THE RAUM
 HB1524'LOOKOUT TOWER, 12 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 HB1524'24 FEET WEST OF A POWER LINE POLE, 1 FOOT NORTH OF A WIRE FENCE AND 2
 HB1524'FEET WEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 HB1524'AND THE DISK IS STAMPED BEATTY 1957.
 HB1524'
 HB1524'THE UNSTAMPED BENCH MARK (U. S. GEOLOGICAL SURVEY IN COOPERATION WITH
 HB1524'THE STATE OF ILLINOIS) IS A BRONZE CAP MARK RIVETED TO THE TOP
 HB1524'OF A 4 INCH GALVANIZED IRON PIPE THAT PROJECTS ABOUT 18 INCHES.  THE
 HB1524'CAP IS STAMPED 771 (FEET).  IT IS 25 FEET EAST OF THE CENTERLINE OF
 HB1524'THE PAVED ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD
 HB1524'LEADING TO THE RAUM LOOKOUT TOWER AND 6 FEET NORTH OF A SIGN READING
 HB1524'RAUM LOOKOUT TOWER.
 HB1524'
 HB1524'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1936 ***********************************************************************
 LC1936  DESIGNATION -  BEAVER
 LC1936  PID         -  LC1936
 LC1936  STATE/COUNTY-  IL/LOGAN
 LC1936  USGS QUAD   -  NEW HOLLAND (1980)
 LC1936
 LC1936                         *CURRENT SURVEY CONTROL
 LC1936  ___________________________________________________________________
 LC1936* NAD 83(1997)-  40 07 56.28773(N)    089 30 49.17462(W)     ADJUSTED  
 LC1936* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 LC1936  ___________________________________________________________________
 LC1936  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LC1936  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LC1936
 LC1936  HORZ ORDER  -  FIRST
 LC1936
 LC1936.The horizontal coordinates were established by classical geodetic methods
 LC1936.and adjusted by the National Geodetic Survey in October 1999..
 LC1936
 LC1936.The orthometric height was scaled from a topographic map.
 LC1936
 LC1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1936
 LC1936.The geoid height was determined by GEOID03.
 LC1936
 LC1936;                    North         East     Units Scale Factor Converg.
 LC1936;SPC IL W     -   384,881.638   755,651.955   MT  0.99997929   +0 25 15.3
 LC1936;SPC IL W     - 1,262,732.51  2,479,168.12   sFT  0.99997929   +0 25 15.3
 LC1936;UTM  16      - 4,445,470.699   285,837.685   MT  1.00016465   -1 37 14.9
 LC1936
 LC1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1936!SPC IL W     -   0.99997517  x   0.99997929  =   0.99995446
 LC1936!UTM  16      -   0.99997517  x   1.00016465  =   1.00013982
 LC1936
 LC1936|---------------------------------------------------------------------|
 LC1936| PID    Reference Object                     Distance      Geod. Az  |
 LC1936|                                                           dddmmss.s |
 LC1936| CI6694 BEAVER RM 3                          41.425 METERS 00415     |
 LC1936| CI6690 BEAVER AZ MK                                       0111723.9 |
 LC1936| CI6691 BEAVER AZ MK RESET                                 0144038.4 |
 LC1936| LC1915 LINCOLN GULLETT AND SONS STACK      APPROX.14.0 KM 0833109.8 |
 LC1936| LC1923 LINCOLN ST INSANE ASYLUM STK        APPROX.11.4 KM 0852604.4 |
 LC1936| LC1921 LINCOLN ST FARM AND COLONY STK      APPROX.11.2 KM 1013038.3 |
 LC1936| LC1920 LINCOLN ST FARM COLONY WTR TK       APPROX.11.1 KM 1013900.3 |
 LC1936| CI6692 BEAVER RM 1                          46.881 METERS 22409     |
 LC1936| LC1945 MASON CITY STEEPLE                  APPROX.17.7 KM 2971020.5 |
 LC1936| CI6693 BEAVER RM 2                          50.344 METERS 32536     |
 LC1936|---------------------------------------------------------------------|
 LC1936
 LC1936                          SUPERSEDED SURVEY CONTROL
 LC1936
 LC1936  NAD 83(1986)-  40 07 56.29901(N)    089 30 49.16817(W) AD(       ) 1
 LC1936  NAD 27      -  40 07 56.13860(N)    089 30 48.79800(W) AD(       ) 1
 LC1936
 LC1936.Superseded values are not recommended for survey control.
 LC1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1936.See file dsdata.txt to determine how the superseded data were derived.
 LC1936
 LC1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK8583845471(NAD 83)
 LC1936_MARKER: DS = TRIANGULATION STATION DISK
 LC1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1936
 LC1936  HISTORY     - Date     Condition        Report By
 LC1936  HISTORY     - 1934     MONUMENTED       CGS
 LC1936  HISTORY     - 1959     GOOD             CGS
 LC1936
 LC1936                          STATION DESCRIPTION
 LC1936
 LC1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1936'STATION IS ABOUT 8 MILES W OF LINCOLN, IN A SMALL PASTURE
 LC1936'WHICH IS ON THE SUMMIT OF A SMALL HILL, ON LAND OWNED BY A
 LC1936'MR. MARTIN, 86 FEET W OF THE CENTER LINE OF A N-S DIRT ROAD,
 LC1936'165.5 FEET S OF THE SE CORNER OF A HOUSE, 109 FEET N OF A
 LC1936'16-INCH ELM TREE AT THE NE CORNER OF A GARDEN, AND IS SET
 LC1936'12 INCHES UNDERGROUND.
 LC1936'
 LC1936'TO REACH FROM LINCOLN, GO W ON COMBINED STATE HIGHWAYS 120
 LC1936'AND 121 TO THEIR JUNCTION JUST NW OF TOWN, HERE TURN S ON
 LC1936'A CONCRETE ROAD, GO 0.7 MILE, TURN W ON PAVED ROAD AND GO
 LC1936'6.7 MILES TO T-ROAD S, THEN TURN S AND GO 0.75 MILE TO THE STATION
 LC1936'ON THE TOP OF THE HILL.
 LC1936'
 LC1936'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1936'BRONZE DISKS SET IN CONCRETE.
 LC1936'
 LC1936'REFERENCE MARK NO. 1 IS SW OF THE STATION, IN THE FENCE
 LC1936'BETWEEN THE PASTURE AND A GARDEN TO THE S, 13 FEET E OF THE
 LC1936'NW CORNER OF THE GARDEN, 246.98 FEET S OF REFERENCE MARK
 LC1936'NO. 2, AND PROJECTS 2 INCHES.  REFERENCE MARK NO. 2 IS NW
 LC1936'OF THE STATION, IN A PICKET FENCE BETWEEN THE PASTURE AND
 LC1936'A BARN LOT TO THE NORTH, 105 FEET W OF THE W RIGHT-OF-WAY
 LC1936'FENCE OF THE ROAD, AND PROJECTS 4 INCHES.
 LC1936'
 LC1936'AZIMUTH MARK IS NNE OF THE STATION, IN THE S RIGHT-OF-WAY
 LC1936'FENCE OF AN E-W ROAD, 0.15 MILE E OF A T-INTERSECTION, 8 FEET
 LC1936'E OF A TELEPHONE POLE, 67 FEET E OF A N-S FENCE, AND PROJECTS
 LC1936'5 INCHES.
 LC1936'
 LC1936'90-FOOT TOWER WILL CLEAR ALL LINES EXCEPT GREENVIEW, WHICH
 LC1936'REQUIRES 103 FEET.
 LC1936
 LC1936                          STATION RECOVERY (1959)
 LC1936
 LC1936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1936'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LC1936'THE AZIMUTH MARK WAS NOT FOUND AND SHOULD BE CONSIDERED AS
 LC1936'LOST.  REFERENCE MARK 1 WAS KNOCKED OUT AT THIS TIME AND A
 LC1936'REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION
 LC1936'TO THE MARKS CHECKED.  A NEW AZIMUTH MARK WAS ESTABLISHED
 LC1936'AT THIS TIME.  A NEW DESCRIPTION AND TO REACH FOLLOWS.
 LC1936'
 LC1936'THE STATION IS ABOUT 8 MILES WEST OF LINCOLN IN A PASTURE
 LC1936'OWNED BY MR. MARTIN.  IT IS 135 FEET SOUTH OF A FENCE CORNER,
 LC1936'38 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 14 WEST
 LC1936'OF A FENCE AND 15 FEET NORTHWEST OF A WITNESS POST.  THE
 LC1936'MONUMENT IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LC1936'BEAVER 1934.
 LC1936'
 LC1936'REFERENCE MARK 2 IS 24 FEET WEST OF A 40 INCH ELM TREE AND 1
 LC1936'FOOT SOUTH OF A FENCE.  THE MONUMENT PROJECTS 6 INCHES AND
 LC1936'THE DISK IS STAMPED BEAVER 11 1934.
 LC1936'
 LC1936'REFERENCE MARK 3 IS 24 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LC1936'3 FEET WEST OF A POWER POLE AND 1 FOOT SOUTHWEST OF THE
 LC1936'FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LC1936'BEAVER NO 3 1934.
 LC1936'
 LC1936'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LC1936'10, 121 AND U.S. HIGHWAY 66 BY-PASS AT THE WEST EDGE OF
 LC1936'LINCOLN, GO WEST ON HIGHWAY 10 FOR 5.2 MILES TO A SIDE
 LC1936'ROAD LEFT IN THE SMALL VILLAGE OF BURTON VIEW.  TURN LEFT
 LC1936'AND GO SOUTH ON THE GRAVELED ROAD FOR 1.75 MILES TO A CROSSROAD.
 LC1936'TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.9 MILE TO
 LC1936'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST
 LC1936'ON THE PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN
 LC1936'LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.7 MILE TO THE
 LC1936'STATION ON THE RIGHT AS DESCRIBED.
 LC1936'
 LC1936'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTERLINE OF THE
 LC1936'ROAD, 2 FEET WEST OF A WITNESS POST AND 2 FEET EAST OF A
 LC1936'POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 LC1936'IS STAMPED BEAVER 1934 RESET 1959.
 LC1936'
 LC1936'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1448 ***********************************************************************
 HB1448  DESIGNATION -  BEAVER
 HB1448  PID         -  HB1448
 HB1448  STATE/COUNTY-  IL/HARDIN
 HB1448  USGS QUAD   -  SALINE MINES (1996)
 HB1448
 HB1448                         *CURRENT SURVEY CONTROL
 HB1448  ___________________________________________________________________
 HB1448* NAD 83(1997)-  37 35 36.68821(N)    088 11 32.41620(W)     ADJUSTED  
 HB1448* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 HB1448  ___________________________________________________________________
 HB1448  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 HB1448  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB1448
 HB1448  HORZ ORDER  -  FIRST
 HB1448
 HB1448.The horizontal coordinates were established by classical geodetic methods
 HB1448.and adjusted by the National Geodetic Survey in October 1999..
 HB1448
 HB1448.The orthometric height was scaled from a topographic map.
 HB1448
 HB1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1448
 HB1448.The geoid height was determined by GEOID03.
 HB1448
 HB1448;                    North         East     Units Scale Factor Converg.
 HB1448;SPC IL E     -   102,869.540   312,451.715   MT  0.99997691   +0 05 09.7
 HB1448;SPC IL E     -   337,497.82  1,025,102.00   sFT  0.99997691   +0 05 09.7
 HB1448;SPC KY1Z     - 1,142,681.391 1,284,347.346   MT  0.99991707   -1 29 58.2
 HB1448;SPC KY1Z     - 3,748,947.20  4,213,729.58   sFT  0.99991707   -1 29 58.2
 HB1448;SPC KY S     -   642,638.015   284,338.434   MT  0.99995562   -1 28 52.3
 HB1448;SPC KY S     - 2,108,388.22    932,867.01   sFT  0.99995562   -1 28 52.3
 HB1448;UTM  16      - 4,161,385.500   394,738.795   MT  0.99973647   -0 43 38.9
 HB1448
 HB1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1448!SPC IL E     -   0.99997548  x   0.99997691  =   0.99995239
 HB1448!SPC KY1Z     -   0.99997548  x   0.99991707  =   0.99989255
 HB1448!SPC KY S     -   0.99997548  x   0.99995562  =   0.99993110
 HB1448!UTM  16      -   0.99997548  x   0.99973647  =   0.99971195
 HB1448
 HB1448:                Primary Azimuth Mark                     Grid Az
 HB1448:SPC IL E     -  ROCK CREEK                               188 28 25.1
 HB1448:SPC KY1Z     -  ROCK CREEK                               190 03 33.0
 HB1448:SPC KY S     -  ROCK CREEK                               190 02 27.1
 HB1448:UTM  16      -  ROCK CREEK                               189 17 13.7
 HB1448
 HB1448|---------------------------------------------------------------------|
 HB1448| PID    Reference Object                     Distance      Geod. Az  |
 HB1448|                                                           dddmmss.s |
 HB1448| HB1450 ROCK CREEK                          APPROX. 7.3 KM 1883334.8 |
 HB1448| CI2947 BEAVER RM 2                          27.103 METERS 26340     |
 HB1448| CI2945 BEAVER AZ MK                                       3473456.4 |
 HB1448| CI2946 BEAVER RM 1                          20.353 METERS 35854     |
 HB1448|---------------------------------------------------------------------|
 HB1448
 HB1448                          SUPERSEDED SURVEY CONTROL
 HB1448
 HB1448  NAD 83(1997)-  37 35 36.68938(N)    088 11 32.41599(W) AD(       ) 1
 HB1448  NAD 83(1997)-  37 35 36.69084(N)    088 11 32.41593(W) AD(       ) 1
 HB1448  NAD 83(1986)-  37 35 36.69772(N)    088 11 32.41910(W) AD(       ) 1
 HB1448  NAD 27      -  37 35 36.52288(N)    088 11 32.29494(W) AD(       ) 1
 HB1448
 HB1448.Superseded values are not recommended for survey control.
 HB1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1448.See file dsdata.txt to determine how the superseded data were derived.
 HB1448
 HB1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9473961386(NAD 83)
 HB1448_MARKER: DS = TRIANGULATION STATION DISK
 HB1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1448
 HB1448  HISTORY     - Date     Condition        Report By
 HB1448  HISTORY     - 1957     MONUMENTED       CGS
 HB1448  HISTORY     - 1962     GOOD             CGS
 HB1448
 HB1448                          STATION DESCRIPTION
 HB1448
 HB1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1448'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH OF SHAWNEETOWN, 8 MILES
 HB1448'EAST OF KARBERS RIDGE, ABOUT 9 MILES NORTH OF CAVE IN ROCK AND ON
 HB1448'PROPERTY OWNED BY MR. LAWRENCE CLARK.  IT IS 40.5 FEET SOUTH OF THE
 HB1448'CENTER OF A GATE, 93 FEET EAST- NORTHEAST OF A TRIANGULAR
 HB1448'BLAZED 10 INCH ELM TREE, 8.5 FEET NORTH OF A WHITE WITNESS POST AND 1
 HB1448'FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE MARK IS
 HB1448'STAMPED BEAVER 1957.
 HB1448'
 HB1448'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 13,
 HB1448'ABOUT 3 MILES EAST-NORTHEAST OF EQUALITY, GO SOUTH ON HIGHWAY 1
 HB1448'FOR 6.65 MILES TO A STEEL BRIDGE OVER EAGLE CREEK.  CONTINUE SOUTH ON
 HB1448'HIGHWAY 1 FOR 5.25 MILES TO A SIDE ROAD LEFT, EAST.  TURN EAST AND
 HB1448'FOLLOW FIELD ROAD, KEEPING TO RIGHT OF HOUSE, FOR 0.45 MILE TO TOP OF
 HB1448'HILL AND STATION ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 HB1448'
 HB1448'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE FIELD ROAD
 HB1448'FOR 0.1 MILE TO A FORK.  BEAR LEFT, NORTHWEST ACROSS FIELD FOR
 HB1448'0.05 MILE TO THE EDGE OF THE WOODS AND THE AZIMUTH MARK AS IT IS
 HB1448'DESCRIBED BELOW.
 HB1448'
 HB1448'REFERENCE MARK 1 IS 27 FEET NORTH OF THE CENTER OF THE GATE AND 1
 HB1448'FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE MARK IS
 HB1448'STAMPED BEAVER NO 1 1957.
 HB1448'
 HB1448'REFERENCE MARK 2 IS 89 FEET WEST-SOUTHWEST OF A WHITE WITNESS POST,
 HB1448'7.5 FEET NORTH OF A TRIANGULAR BLAZED 10 INCH ELM TREE AND AT THE
 HB1448'SOUTH EDGE OF A CULTIVATED FIELD.  THE MONUMENT IS FLUSH AND THE MARK
 HB1448'IS STAMPED BEAVER NO 2 1957.
 HB1448'
 HB1448'THE AZIMUTH MARK IS 48 FEET NORTHEAST OF THE CENTERLINE OF A FIELD
 HB1448'ROAD AND 5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 HB1448'MONUMENT PROJECTS 3 INCHES AND THE MARK IS STAMPED BEAVER 1957.
 HB1448'
 HB1448'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1448
 HB1448                          STATION RECOVERY (1962)
 HB1448
 HB1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1448'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 HB1448'IN GOOD CONDITION.  THE DISTANCES TO ALL MARK CHECKED.  THE
 HB1448'DIRECTION TO REFERENCE MARK 1 CHECKED.  THE DIRECTION TO REFERENCE
 HB1448'MARK 2 WAS FOUND TO BE 1 MINUTE AND 29 SECONDS SMALLER.  A NEW
 HB1448'REFERENCE POINT WAS ADDED TO THE STATION, IT IS 16 FEET SOUTH OF
 HB1448'A WITNESS POST.  A NEW REFERENCE POINT WAS ADDED TO THE AZIMUTH
 HB1448'MARK, IT IS 1 FOOT SOUTH OF A WITNESS POST.
 HB1448'
 HB1448'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 HB1448'
 HB1448'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2300 ***********************************************************************
 LB2300  DESIGNATION -  BEAVERVILLE
 LB2300  PID         -  LB2300
 LB2300  STATE/COUNTY-  IL/IROQUOIS
 LB2300  USGS QUAD   -  BEAVERVILLE (1977)
 LB2300
 LB2300                         *CURRENT SURVEY CONTROL
 LB2300  ___________________________________________________________________
 LB2300* NAD 83(1997)-  40 56 10.32921(N)    087 39 47.57410(W)     ADJUSTED  
 LB2300* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 LB2300  ___________________________________________________________________
 LB2300  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 LB2300  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LB2300
 LB2300  HORZ ORDER  -  FIRST
 LB2300
 LB2300.The horizontal coordinates were established by classical geodetic methods
 LB2300.and adjusted by the National Geodetic Survey in October 1999..
 LB2300
 LB2300.The orthometric height was scaled from a topographic map.
 LB2300
 LB2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2300
 LB2300.The geoid height was determined by GEOID03.
 LB2300
 LB2300;                    North         East     Units Scale Factor Converg.
 LB2300;SPC IL E     -   474,173.297   356,433.630   MT  1.00001418   +0 26 20.7
 LB2300;SPC IL E     - 1,555,683.56  1,169,399.33   sFT  1.00001418   +0 26 20.7
 LB2300;UTM  16      - 4,531,886.707   444,168.674   MT  0.99963836   -0 26 04.4
 LB2300
 LB2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2300!SPC IL E     -   0.99997460  x   1.00001418  =   0.99998878
 LB2300!UTM  16      -   0.99997460  x   0.99963836  =   0.99961297
 LB2300
 LB2300|---------------------------------------------------------------------|
 LB2300| PID    Reference Object                     Distance      Geod. Az  |
 LB2300|                                                           dddmmss.s |
 LB2300| CM2746 BEAVERVILLE RM 1                     24.734 METERS 01401     |
 LB2300| CM2747 BEAVERVILLE RM 2                     25.975 METERS 10911     |
 LB2300| CM2745 BEAVERVILLE AZ MK                                  1132605.9 |
 LB2300|---------------------------------------------------------------------|
 LB2300
 LB2300                          SUPERSEDED SURVEY CONTROL
 LB2300
 LB2300  NAD 83(1997)-  40 56 10.32928(N)    087 39 47.57430(W) AD(       ) 1
 LB2300  NAD 83(1986)-  40 56 10.33502(N)    087 39 47.58190(W) AD(       ) 1
 LB2300  NAD 27      -  40 56 10.21400(N)    087 39 47.46440(W) AD(       ) 1
 LB2300
 LB2300.Superseded values are not recommended for survey control.
 LB2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2300.See file dsdata.txt to determine how the superseded data were derived.
 LB2300
 LB2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4416931887(NAD 83)
 LB2300_MARKER: DS = TRIANGULATION STATION DISK
 LB2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2300
 LB2300  HISTORY     - Date     Condition        Report By
 LB2300  HISTORY     - 1947     MONUMENTED       CGS
 LB2300  HISTORY     - 1952     GOOD             CGS
 LB2300
 LB2300                          STATION DESCRIPTION
 LB2300
 LB2300'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2300'THE STATION IS LOCATED 4-1/2 MILES NORTH-NORTHWEST OF DONOVAN AND
 LB2300'1-1/2 MILES SOUTH OF BEAVERVILLE, ON THE HIGHEST POINT OF A SAND
 LB2300'KNOLL, IN AN OPEN PASTURE, ON LAND OWNED BY JOHN GERNON.  IT IS 150
 LB2300'YARDS NORTH OF A SAND ROAD, 200 YARDS WEST OF A BARN AND 5 FEET
 LB2300'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2300'STAMPED BEAVERVILLE 1947.
 LB2300'
 LB2300'REFERENCE MARK NO. 1 IS 81.15 FEET NORTH OF THE STATION.  THE MARK IS
 LB2300'FLUSH AND THE DISK IS STAMPED BEAVERVILLE NO 1 1947.
 LB2300'
 LB2300'REFERENCE MARK NO. 2 IS 85.22 FEET EAST-SOUTHEAST OF THE STATION.
 LB2300'THE MARK IS FLUSH AND THE DISK IS STAMPED BEAVERVILLE NO 2 1947.
 LB2300'
 LB2300'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION.  IT IS 20 FEET
 LB2300'NORTH OF THE CENTER OF A GRAVEL ROAD, 3 FEET EAST OF A WHITE WITNESS
 LB2300'POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE
 LB2300'DISK IS STAMPED BEAVERVILLE 1947.
 LB2300'
 LB2300'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BEAVERVILLE, GO SOUTH
 LB2300'ON A NARROW PAVED ROAD 1.4 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LB2300'WEST 0.65 MILE TO THE FARM HOUSE ON THE RIGHT, TURN RIGHT AND PASS
 LB2300'THROUGH THE BARN LOT AND GO NORTHEAST TO THE HIGHEST POINT AND THE
 LB2300'STATION AS DESCRIBED.
 LB2300'
 LB2300'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2300
 LB2300                          STATION RECOVERY (1952)
 LB2300
 LB2300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 LB2300'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD
 LB2300'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE AZIMUTH MARK AND
 LB2300'REFERENCE MARKS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE EXCEPT
 LB2300'FOR THE FOLLOWING CHANGE--THE STATION IS 200 YARDS EAST OF A BARN
 LB2300'INSTEAD OF WEST.
 LB2300'
 LB2300'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2299 ***********************************************************************
 LB2299  DESIGNATION -  BEAVERVILLE ST MARYS CH PEAK
 LB2299  PID         -  LB2299
 LB2299  STATE/COUNTY-  IL/IROQUOIS
 LB2299  USGS QUAD   -  BEAVERVILLE (1977)
 LB2299
 LB2299                         *CURRENT SURVEY CONTROL
 LB2299  ___________________________________________________________________
 LB2299* NAD 83(1997)-  40 57 10.48457(N)    087 39 14.31312(W)     ADJUSTED  
 LB2299* NAVD 88     -                                                        
 LB2299  ___________________________________________________________________
 LB2299  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 LB2299  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LB2299
 LB2299  HORZ ORDER  -  THIRD
 LB2299
 LB2299.The horizontal coordinates were established by classical geodetic methods
 LB2299.and adjusted by the National Geodetic Survey in October 1999..
 LB2299
 LB2299
 LB2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2299
 LB2299.The geoid height was determined by GEOID03.
 LB2299
 LB2299;                    North         East     Units Scale Factor Converg.
 LB2299;SPC IL E     -   476,034.947   357,197.286   MT  1.00001525   +0 26 43.0
 LB2299;SPC IL E     - 1,561,791.32  1,171,904.76   sFT  1.00001525   +0 26 43.0
 LB2299;UTM  16      - 4,533,735.797   444,960.334   MT  0.99963728   -0 25 43.1
 LB2299
 LB2299                          SUPERSEDED SURVEY CONTROL
 LB2299
 LB2299  NAD 83(1997)-  40 57 10.48460(N)    087 39 14.31325(W) AD(       ) 4
 LB2299  NAD 83(1986)-  40 57 10.49028(N)    087 39 14.32068(W) AD(       ) 4
 LB2299  NAD 27      -  40 57 10.36600(N)    087 39 14.20600(W) AD(       ) 3
 LB2299
 LB2299.Superseded values are not recommended for survey control.
 LB2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2299.See file dsdata.txt to determine how the superseded data were derived.
 LB2299
 LB2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4496033736(NAD 83)
 LB2299
 LB2299  HISTORY     - Date     Condition        Report By
 LB2299  HISTORY     - 1952     FIRST OBSERVED   CGS
 LB2299
 LB2299                          STATION DESCRIPTION
 LB2299
 LB2299'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 LB2299'STATION IS LOCATED IN THE TOWN OF BEAVERVILLE ON THE EAST SIDE OF
 LB2299'THE MAIN ROAD THROUGH TOWN.  IT IS AN 8 SIDED SLATE SHINGLE ROOF
 LB2299'THAT SLOPES UP TO A PEAK ABOUT 75 FEET HIGH.  THE POINT OF
 LB2299'INTERSECTION WAS THE CENTER OF THE TOP OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1316 ***********************************************************************
 KB1316  DESIGNATION -  BECKER
 KB1316  PID         -  KB1316
 KB1316  STATE/COUNTY-  IL/SHELBY
 KB1316  USGS QUAD   -  OBED (1983)
 KB1316
 KB1316                         *CURRENT SURVEY CONTROL
 KB1316  ___________________________________________________________________
 KB1316* NAD 83(1997)-  39 32 00.93063(N)    088 58 30.24119(W)     ADJUSTED  
 KB1316* NAVD 88     -       219.9    (meters)     721.     (feet)  VERTCON   
 KB1316  ___________________________________________________________________
 KB1316  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 KB1316  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KB1316
 KB1316  HORZ ORDER  -  FIRST
 KB1316
 KB1316.The horizontal coordinates were established by classical geodetic methods
 KB1316.and adjusted by the National Geodetic Survey in October 1999..
 KB1316
 KB1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1316
 KB1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1316
 KB1316.The geoid height was determined by GEOID03.
 KB1316
 KB1316;                    North         East     Units Scale Factor Converg.
 KB1316;SPC IL E     -   318,412.905   244,830.031   MT  1.00001246   -0 24 30.6
 KB1316;SPC IL E     - 1,044,659.67    803,246.53   sFT  1.00001246   -0 24 30.6
 KB1316;SPC IL W     -   318,883.582   802,439.599   MT  1.00007033   +0 45 30.8
 KB1316;SPC IL W     - 1,046,203.89  2,632,670.58   sFT  1.00007033   +0 45 30.8
 KB1316;UTM  16      - 4,377,855.185   330,261.009   MT  0.99995473   -1 15 27.0
 KB1316
 KB1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1316!SPC IL E     -   0.99997056  x   1.00001246  =   0.99998302
 KB1316!SPC IL W     -   0.99997056  x   1.00007033  =   1.00004089
 KB1316!UTM  16      -   0.99997056  x   0.99995473  =   0.99992529
 KB1316
 KB1316:                Primary Azimuth Mark                     Grid Az
 KB1316:SPC IL E     -  MOWEAQUA MARATHON PL MICROWAVE           046 00 16.4
 KB1316:SPC IL W     -  MOWEAQUA MARATHON PL MICROWAVE           044 50 15.0
 KB1316:UTM  16      -  MOWEAQUA MARATHON PL MICROWAVE           046 51 12.8
 KB1316
 KB1316|---------------------------------------------------------------------|
 KB1316| PID    Reference Object                     Distance      Geod. Az  |
 KB1316|                                                           dddmmss.s |
 KB1316| KB1317 MOWEAQUA MARATHON PL MICROWAVE      APPROX.10.3 KM 0453545.8 |
 KB1316| CI6696 BECKER RM 2                          23.636 METERS 13148     |
 KB1316| KB1361 ASSUMPTION MUN TANK                 APPROX. 6.7 KM 2563856.5 |
 KB1316| CI6695 BECKER RM 1                          19.651 METERS 32735     |
 KB1316| KB1366 MOWEAQUA MUN TANK                   APPROX.10.6 KM 3425705.6 |
 KB1316| KB1318 BECKER AZ MK 1976                   APPROX. 1.5 KM 3582905.3 |
 KB1316|---------------------------------------------------------------------|
 KB1316
 KB1316                          SUPERSEDED SURVEY CONTROL
 KB1316
 KB1316  NAD 83(1986)-  39 32 00.94160(N)    088 58 30.22841(W) AD(       ) 1
 KB1316  NAD 27      -  39 32 00.79889(N)    088 58 29.93722(W) AD(       ) 1
 KB1316  NGVD 29 (07/19/86)  220.0    (m)          722.     (f) VERT ANG       
 KB1316
 KB1316.Superseded values are not recommended for survey control.
 KB1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1316.See file dsdata.txt to determine how the superseded data were derived.
 KB1316
 KB1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ3026177855(NAD 83)
 KB1316_MARKER: DS = TRIANGULATION STATION DISK
 KB1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB1316+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 KB1316
 KB1316  HISTORY     - Date     Condition        Report By
 KB1316  HISTORY     - 1975     MONUMENTED       NGS
 KB1316  HISTORY     - 1980     GOOD             NGS
 KB1316  HISTORY     - 20001229 MARK NOT FOUND   ZAMBRA
 KB1316  HISTORY     - 20050105 GOOD             ILDT
 KB1316
 KB1316                          STATION DESCRIPTION
 KB1316
 KB1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1316'THE STATION IS LOCATED ON TOP OF A PROMINENT HILL THAT IS
 KB1316'ABOUT 6-1/2 MILES SOUTHEAST OF MOWEAQUA, 4 MILES EAST-NORTHEAST
 KB1316'OF ASSUMPTION, 2-3/4 MILES EAST OF THE CHRISTIAN-SHELBY COUNTY
 KB1316'LINE, ON PROPERTY OWNED BY MR. KEITH BECKER WHO LIVES AT
 KB1316'ASSUMPTION, ILLINOIS.  PHONE NUMBER 768-3284.
 KB1316'
 KB1316'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 KB1316'AND COUNTY ROAD 6 AT THE NORTH EDGE OF ASSUMPTION, GO EAST
 KB1316'ON COUNTY ROAD 6 FOR 3.7 MILES TO A CROSSROAD.  TURN LEFT AND
 KB1316'GO NORTH ON A BLACKTOP ROAD 0.75 MILE TO THE STATION ON THE
 KB1316'RIGHT, EAST SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK,
 KB1316'CONTINUE AHEAD NORTH, ON PAVED ROAD FOR 0.25 MILE TO
 KB1316'A CROSSROAD.  CONTINUE NORTH 0.75 MILE TO THE MARK ON THE
 KB1316'LEFT, WEST SIDE OF THE ROAD.
 KB1316'
 KB1316'THE STATION MARKS ARE STANDARD DISKS STAMPED BECKER 1975.  THE
 KB1316'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1316'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 KB1316'IS 100 FEET NORTH OF CENTER OF A DRIVEWAY, AND 58 FEET EAST
 KB1316'OF CENTER OF A PAVED ROAD.  THE UNDERGROUND DISK IS SET IN
 KB1316'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 KB1316'BELOW THE GROUND SURFACE.
 KB1316'
 KB1316'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BECKER NO 1
 KB1316'1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1316'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET
 KB1316'EAST OF CENTER OF THE PAVED ROAD, AND ABOUT 3 FEET LOWER
 KB1316'THAN THE STATION.
 KB1316'
 KB1316'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BECKER NO 2 1975,
 KB1316'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1316'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108 FEET EAST OF
 KB1316'THE CENTER OF THE PAVED ROAD, 45 FEET NORTH OF CENTER OF A
 KB1316'DRIVEWAY, AND 5 FEET NORTH-NORTHWEST OF A 30-INCH DIAMETER
 KB1316'OAK TREE.
 KB1316'
 KB1316'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KB1316'BECKER AZ 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1316'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 KB1316'IS 19 FEET WEST OF CENTER OF THE ROAD, 6 FEET SOUTH OF A
 KB1316'POWERLINE POLE, AND 3 FEET NORTH OF A METAL WITNESS POST.
 KB1316'
 KB1316'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 KB1316
 KB1316                          STATION RECOVERY (1980)
 KB1316
 KB1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1316'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KB1316'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 KB1316'COMPARED FAVORABLY WITH THE 1976 DATA.
 KB1316'THE DISTANCE TO REFERENCE MARK 1 CHECKED THE 1976 DATA. THE
 KB1316'DISTANCE TO REFERENCE MARK 2 WAS 0.009 METER SHORTER.
 KB1316'THE STATION IS LOCATED 6.40 KM EAST-NORTHEAST OF ASSUMPTION.
 KB1316'10.46 KM SOUTHEAST OF MOWEAQUA, AND ON PROPERTY OWNED BY
 KB1316'MR. KEITH BECKER, ASSUMPTION, IL 62510.
 KB1316'TELEPHONE NUMBER 217-768-3284.
 KB1316'
 KB1316'TO REACH THE STATION FROM POST OFFICE IN ASSUMPTION, GO NORTH
 KB1316'ON NORTH CHESTNUT STREET FOR 0.08 KM (0.05 MI) TO THE JUNCTION
 KB1316'OF WEST 1ST NORTH STREET.  TURN RIGHT AND GO EAST ON
 KB1316'WEST 1ST NORTH STREET CROSSING RAILROAD TRACKS TO EAST 1ST
 KB1316'NORTH STREET.  CONTINUE EAST ON EAST 1ST NORTH STREET FOR
 KB1316'0.48 KM (0.3 MI) TO THE JUNCTION OF NORTH COLLEGE AVENUE
 KB1316'(US HIGHWAY 51).  TURN LEFT AND GO NORTH ON COLLEGE AVENUE
 KB1316'FOR 0.3 KM (0.2 MI) TO A CROSSROAD (COUNTY ROAD 6).
 KB1316'TURN RIGHT AND GO EAST ON COUNTY ROAD 6 FOR 4.7 KM
 KB1316'(2.9 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 KB1316'BLACKTOP AND DIRT ROAD FOR 1.1 KM (0.7 MI) TO THE TOP OF HILL
 KB1316'AND THE STATION ON THE RIGHT.  IT IS IN THE NORTHEAST ANGLE
 KB1316'OF THE JUNCTION OF BLACKTOP ROAD AND A DRIVEWAY TO MR. BECKER
 KB1316'HOUSE.
 KB1316'
 KB1316'THE STATION IS A STANDARD NGS DISK
 KB1316'STAMPED---BECKER 1975---,
 KB1316'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1316'FLUSH WITH GROUND.  IT IS LOCATED
 KB1316'21.0 METERS NORTH FROM THE CENTER OF DRIVEWAY,
 KB1316'18.0 METERS EAST FROM THE CENTER OF BLACKTOP ROAD AND
 KB1316'9.0 METERS WEST FROM THE SOUTH ONE OF TWO TREES.
 KB1316'
 KB1316'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1316'STAMPED---BECKER NO 1 1975---,
 KB1316'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1316'FLUSH WITH GROUND.  IT IS LOCATED
 KB1316'8.0 METERS EAST FROM THE CENTER OF BLACKTOP ROAD AND
 KB1316'6.50 METERS SOUTH FROM A 14-INCH TREE.
 KB1316'MARK IS BELOW STATION 0.5 METER.
 KB1316'
 KB1316'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1316'STAMPED---BECKER NO 2 1975---,
 KB1316'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1316'FLUSH WITH GROUND.  IT IS LOCATED
 KB1316'5.6 METERS SOUTH FROM THE CENTER OF DRIVEWAY AND
 KB1316'1.40 METERS WEST FROM A 36-INCH TREE.
 KB1316'MARK IS ABOVE STATION 0.5 METER.
 KB1316'
 KB1316'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS REFERENCE MARK DISK
 KB1316'STAMPED---BECKER AZ 1975---,
 KB1316'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1316'FLUSH WITH GROUND.  IT IS LOCATED
 KB1316'5.5 METERS WEST FROM THE CENTER OF DIRT ROAD,
 KB1316'2.30 METERS SOUTH FROM A POWER POLE, AND
 KB1316'0.90 METER NORTH FROM A WITNESS POST.
 KB1316'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON DIRT AND
 KB1316'BLACKTOP ROAD FOR 0.4 KM (0.25 MI) TO A CROSSROAD.  CONTINUE
 KB1316'NORTH ON DIRT ROAD FOR 1.0 KM (0.65 MI) TO MARK ON LEFT.
 KB1316'
 KB1316'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 25.7 METERS.
 KB1316'LIGHT WAS SHOWN FROM TOP OF G-MAST.
 KB1316
 KB1316                          STATION RECOVERY (2000)
 KB1316
 KB1316'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1316'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1316'SEARCHED FOR BUT NOT FOUND.  TREES HAVE BEEN PLANTED IN THE
 KB1316'PROXIMITY OF THE STATION.  RM 1 AND RM 2 WERE RECOVERED IN GOOD
 KB1316'CONDITION
 KB1316' 
 KB1316'
 KB1316
 KB1316                          STATION RECOVERY (2005)
 KB1316
 KB1316'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 KB1316'RECOVERED AS DESCRIBED, PREVIOUSLY REPORTED NOT FOUND BY ZAMBRANA
 KB1316'ENGINEERING ON 12/29/2000
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1318 ***********************************************************************
 KB1318  DESIGNATION -  BECKER AZ MK 1976
 KB1318  PID         -  KB1318
 KB1318  STATE/COUNTY-  IL/SHELBY
 KB1318  USGS QUAD   -  OBED (1983)
 KB1318
 KB1318                         *CURRENT SURVEY CONTROL
 KB1318  ___________________________________________________________________
 KB1318* NAD 83(1997)-  39 32 50.84720(N)    088 58 31.94665(W)     ADJUSTED  
 KB1318* NAVD 88     -       191.1    (meters)     627.     (feet)  VERTCON   
 KB1318  ___________________________________________________________________
 KB1318  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 KB1318  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1318
 KB1318  HORZ ORDER  -  SECOND
 KB1318
 KB1318.The horizontal coordinates were established by classical geodetic methods
 KB1318.and adjusted by the National Geodetic Survey in October 1999..
 KB1318
 KB1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1318
 KB1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1318
 KB1318.The geoid height was determined by GEOID03.
 KB1318
 KB1318;                    North         East     Units Scale Factor Converg.
 KB1318;SPC IL E     -   319,952.628   244,800.289   MT  1.00001250   -0 24 32.1
 KB1318;SPC IL E     - 1,049,711.25    803,148.95   sFT  1.00001250   -0 24 32.1
 KB1318;SPC IL W     -   320,422.469   802,378.494   MT  1.00007018   +0 45 30.5
 KB1318;SPC IL W     - 1,051,252.72  2,632,470.11   sFT  1.00007018   +0 45 30.5
 KB1318;UTM  16      - 4,379,395.091   330,254.088   MT  0.99995476   -1 15 29.4
 KB1318
 KB1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1318!SPC IL E     -   0.99997508  x   1.00001250  =   0.99998758
 KB1318!SPC IL W     -   0.99997508  x   1.00007018  =   1.00004526
 KB1318!UTM  16      -   0.99997508  x   0.99995476  =   0.99992985
 KB1318
 KB1318:                Primary Azimuth Mark                     Grid Az
 KB1318:SPC IL E     -  BECKER                                   178 53 36.4
 KB1318:SPC IL W     -  BECKER                                   177 43 33.8
 KB1318:UTM  16      -  BECKER                                   179 44 33.7
 KB1318
 KB1318|---------------------------------------------------------------------|
 KB1318| PID    Reference Object                     Distance      Geod. Az  |
 KB1318|                                                           dddmmss.s |
 KB1318| KB1316 BECKER                              APPROX. 1.5 KM 1782904.3 |
 KB1318| KB1319 BECKER AZ MK A PT 1976                6.378 METERS 30807     |
 KB1318|---------------------------------------------------------------------|
 KB1318
 KB1318                          SUPERSEDED SURVEY CONTROL
 KB1318
 KB1318  NAD 83(1986)-  39 32 50.85817(N)    088 58 31.93404(W) AD(       ) 2
 KB1318  NAD 27      -  39 32 50.71619(N)    088 58 31.64360(W) AD(       ) 2
 KB1318  NGVD 29 (07/19/86)  191.2    (m)          627.     (f) VERT ANG       
 KB1318
 KB1318.Superseded values are not recommended for survey control.
 KB1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1318.See file dsdata.txt to determine how the superseded data were derived.
 KB1318
 KB1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ3025479395(NAD 83)
 KB1318_MARKER: DR = REFERENCE MARK DISK
 KB1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1318+STABILITY: SURFACE MOTION
 KB1318
 KB1318  HISTORY     - Date     Condition        Report By
 KB1318  HISTORY     - 1976     MONUMENTED       NGS
 KB1318  HISTORY     - 1980     GOOD             NGS
 KB1318
 KB1318                          STATION DESCRIPTION
 KB1318
 KB1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1318'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF
 KB1318'MOWEAQUA, 4 MILES EAST-NORTHEAST OF ASSUMPTION, 2.7 MILES EAST
 KB1318'OF THE CHRISTIAN-SHELBY COUNTY LINE, IN THE NW 1/4 SECTION 34,
 KB1318'T 13 N, R 2 E, AND ON LAND OWNED BY MR. KEITH BECKER, ASSUMPTIAN,
 KB1318'ILLINOIS, TELEPHONE NUMBER 768-3284.
 KB1318'
 KB1318'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BECKER
 KB1318'AZ 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1318'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET WEST OF
 KB1318'THE CENTER OF A PAVED ROAD, 6 FEET SOUTH OF A POWERLINE POLE
 KB1318'AND 3 FEET NORTH OF A METAL WITNESS POST.
 KB1318'
 KB1318'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1318'STATION BECKER 1975.
 KB1318'
 KB1318'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KB1318'BECKER, DISTANCE BEING 1539.977 METERS, NORTH OF THE
 KB1318'TRIANGULATION STATION.
 KB1318
 KB1318                          STATION RECOVERY (1980)
 KB1318
 KB1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1318'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KB1318'THE STATION IS LOCATED ABOUT 9.7 KM EAST-NORTHEAST OF
 KB1318'ASSUMPTION, 4.3 KM EAST OF THE CHRISTIAN-SHELBY COUNTY
 KB1318'LINE, AND ON PROPERTY OWNED BY SHELBY COUNTY.
 KB1318'
 KB1318'TO REACH THE STATION FROM POST OFFICE IN ASSUMPTION GO NORTH ON
 KB1318'NORTH CHESTNUT STREET FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF
 KB1318'WEST 1ST NORTH STREET.  TURN RIGHT AND GO EAST ON WEST 1ST NORTH
 KB1318'STREET CROSSING RAILROAD TRACKS TO EAST 1ST NORTH STREET.
 KB1318'CONTINUE EAST ON 1ST NORTH STREET FOR 0.5 KM (0.3 MI) TO THE
 KB1318'JUNCTION OF NORTH COLLEGE AVENUE (U.S. HIGHWAY 51).  TURN LEFT AND
 KB1318'GO NORTH ON NORTH COLLEGE AVENUE FOR 0.3 KM (0.2 MI) TO A
 KB1318'CROSSROAD, (COUNTY ROAD 6).  TURN RIGHT AND GO EAST ON COUNTY ROAD 6
 KB1318'FOR 4.7 KM (2.9 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 KB1318'ON DIRT AND BLACKTOP ROAD FOR 1.1 KM (0.7 MI) TO TOP OF HILL.
 KB1318'CONTINUE NORTH ON ROAD FOR 0.4 KM (0.25 MI) TO A CROSSROAD.
 KB1318'CONTINUE NORTH ON ROAD FOR 1.0 KM (0.65 MI) TO STATION ON LEFT.
 KB1318'
 KB1318'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 KB1318'STAMPED---BECKER AZ 1975---,
 KB1318'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1318'FLUSH WITH GROUND.  IT IS LOCATED
 KB1318'5.5 METERS WEST FROM THE CENTER OF DIRT ROAD,
 KB1318'2.30 METERS SOUTH FROM A POWER POLE, AND
 KB1318'0.90 METER NORTH FROM A WITNESS POST.
 KB1318'
 KB1318'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1646 ***********************************************************************
 JB1646  DESIGNATION -  BED
 JB1646  PID         -  JB1646
 JB1646  STATE/COUNTY-  IL/WAYNE
 JB1646  USGS QUAD   -  ENTERPRISE (1970)
 JB1646
 JB1646                         *CURRENT SURVEY CONTROL
 JB1646  ___________________________________________________________________
 JB1646* NAD 83(1997)-  38 30 02.15478(N)    088 22 09.20196(W)     ADJUSTED  
 JB1646* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 JB1646  ___________________________________________________________________
 JB1646  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JB1646  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JB1646
 JB1646  HORZ ORDER  -  SECOND
 JB1646
 JB1646.The horizontal coordinates were established by classical geodetic methods
 JB1646.and adjusted by the National Geodetic Survey in October 1999..
 JB1646
 JB1646.The orthometric height was scaled from a topographic map.
 JB1646
 JB1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1646
 JB1646.The geoid height was determined by GEOID03.
 JB1646
 JB1646;                    North         East     Units Scale Factor Converg.
 JB1646;SPC IL E     -   203,541.123   296,869.370   MT  0.99997512   -0 01 20.4
 JB1646;SPC IL E     -   667,784.50    973,978.92   sFT  0.99997512   -0 01 20.4
 JB1646;UTM  16      - 4,262,248.039   380,605.091   MT  0.99977555   -0 51 08.9
 JB1646
 JB1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1646!SPC IL E     -   0.99998320  x   0.99997512  =   0.99995832
 JB1646!UTM  16      -   0.99998320  x   0.99977555  =   0.99975875
 JB1646
 JB1646|---------------------------------------------------------------------|
 JB1646| PID    Reference Object                     Distance      Geod. Az  |
 JB1646|                                                           dddmmss.s |
 JB1646| CI2952 BED RM 1                             26.477 METERS 13454     |
 JB1646| CI2953 BED RM 2                             25.331 METERS 22501     |
 JB1646| CI2951 BED AZ MK                                          2683255.4 |
 JB1646|---------------------------------------------------------------------|
 JB1646
 JB1646                          SUPERSEDED SURVEY CONTROL
 JB1646
 JB1646  NAD 83(1997)-  38 30 02.16126(N)    088 22 09.20007(W) AD(       ) 2
 JB1646  NAD 83(1986)-  38 30 02.16754(N)    088 22 09.20030(W) AD(       ) 2
 JB1646  NAD 27      -  38 30 01.99322(N)    088 22 09.03375(W) AD(       ) 2
 JB1646
 JB1646.Superseded values are not recommended for survey control.
 JB1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1646.See file dsdata.txt to determine how the superseded data were derived.
 JB1646
 JB1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8060562248(NAD 83)
 JB1646_MARKER: DS = TRIANGULATION STATION DISK
 JB1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1646
 JB1646  HISTORY     - Date     Condition        Report By
 JB1646  HISTORY     - 1961     MONUMENTED       CGS
 JB1646
 JB1646                          STATION DESCRIPTION
 JB1646
 JB1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1646'THE STATION IS ABOUT 4.5 MILES NORTH-NORTHEAST OF GEFF, ABOUT 4 MILES
 JB1646'EAST-SOUTHEAST OF
 JB1646'CISNE, IN THE SOUTHEAST 0.25 OF SEC 24, T 1 N, R 7
 JB1646'E, AND ON THE PROPERTY OF MR S C
 JB1646'RUBLE.  IT IS 83 FEET SOUTHWEST OF
 JB1646'THE SOUTHWEST CORNER OF A PORCH, 45 FEET SOUTHWEST
 JB1646'OF A 10 INCH APPLE
 JB1646'TREE, 41 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD AND 28 FEET
 JB1646'NORTHWEST OF A 36
 JB1646'INCH TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 JB1646'STAMPED BED 1961.
 JB1646'
 JB1646'TO REACH FROM THE CAUTION LIGHT JUST EAST OF THE POST OFFICE IN GEFF,
 JB1646'GO NORTH ON U S HIGHWAY 45
 JB1646'FOR 4.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 JB1646'EAST ON A GRAVELED ROAD FOR 1.0 MILE
 JB1646'TO A CROSSROAD.  CONTINUE EAST
 JB1646'ON THE GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK
 JB1646'ON THE RIGHT.
 JB1646'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE HOME OF MR
 JB1646'RUBLE AND THE
 JB1646'STATION ON THE LEFT.
 JB1646'
 JB1646'REFERENCE MARK 1 IS 20 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 JB1646'ROAD, 16 FEET NORTH OF
 JB1646'THE NORTHEAST CORNER OF A GARAGE, 1 FOOT WEST OF A
 JB1646'FENCE CORNER AND 1 FOOT
 JB1646'SOUTHWEST OF A WITNESS POST.  THE MONUMENT
 JB1646'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JB1646'BED NO 1 1961.
 JB1646'
 JB1646'REFERENCE MARK 2 IS 92 FEET WEST OF A FENCE CORNER, 20 FEET SOUTH OF
 JB1646'THE CENTERLINE OF THE
 JB1646'GRAVELED ROAD AND 2 FEET SOUTH OF A WIRE FENCE.
 JB1646'THE MONUMENT PROJECTS 4 INCHES AND
 JB1646'THE DISK IS STAMPED BED NO 2 1961.
 JB1646'
 JB1646'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 JB1646'ROAD, 2 FEET EAST OF A
 JB1646'WITNESS POST AND 1 FOOT EAST OF A POWER POLE.  THE
 JB1646'MONUMENT PROJECTS 4 INCHES AND
 JB1646'THE DISK IS STAMPED BED 1961.
 JB1646'
 JB1646'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI2952 ***********************************************************************
 CI2952  DESIGNATION -  BED RM 1
 CI2952  PID         -  CI2952
 CI2952  STATE/COUNTY-  IL/WAYNE
 CI2952  USGS QUAD   -  ENTERPRISE (1970)
 CI2952
 CI2952                         *CURRENT SURVEY CONTROL
 CI2952  ___________________________________________________________________
 CI2952* NAD 83(1997)-  38 30 01.54872(N)    088 22 08.42788(W)     ADJUSTED  
 CI2952* NAVD 88     -       138.4    (meters)     454.     (feet)  GPS OBS   
 CI2952  ___________________________________________________________________
 CI2952  X           -     142,258.301 (meters)                     COMP
 CI2952  Y           -  -4,996,098.866 (meters)                     COMP
 CI2952  Z           -   3,949,133.720 (meters)                     COMP
 CI2952  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CI2952  ELLIP HEIGHT-         107.55  (meters)          (05/30/05) GPS OBS
 CI2952  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 CI2952
 CI2952  HORZ ORDER  -  FIRST
 CI2952  ELLP ORDER  -  FOURTH    CLASS I
 CI2952
 CI2952.The horizontal coordinates were established by GPS observations
 CI2952.and adjusted by the National Geodetic Survey in May 2005..
 CI2952
 CI2952.The orthometric height was determined by GPS observations and a
 CI2952.high-resolution geoid model.
 CI2952
 CI2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI2952
 CI2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI2952
 CI2952.The ellipsoidal height was determined by GPS observations
 CI2952.and is referenced to NAD 83.
 CI2952
 CI2952.The geoid height was determined by GEOID03.
 CI2952
 CI2952;                    North         East     Units Scale Factor Converg.
 CI2952;SPC IL E     -   203,522.429   296,888.119   MT  0.99997512   -0 01 19.9
 CI2952;SPC IL E     -   667,723.17    974,040.44   sFT  0.99997512   -0 01 19.9
 CI2952;UTM  16      - 4,262,229.079   380,623.564   MT  0.99977550   -0 51 08.4
 CI2952
 CI2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI2952!SPC IL E     -   0.99998313  x   0.99997512  =   0.99995825
 CI2952!UTM  16      -   0.99998313  x   0.99977550  =   0.99975863
 CI2952
 CI2952                          SUPERSEDED SURVEY CONTROL
 CI2952
 CI2952.No superseded survey control is available for this station.
 CI2952
 CI2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8062462229(NAD 83)
 CI2952_MARKER: DD = SURVEY DISK
 CI2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI2952_STAMPING: BED NO 1 1961
 CI2952_PROJECTION: FLUSH
 CI2952_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI2952+STABILITY: SURFACE MOTION
 CI2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI2952+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 CI2952
 CI2952  HISTORY     - Date     Condition        Report By
 CI2952  HISTORY     - 1961     MONUMENTED       CGS
 CI2952  HISTORY     - 20040630 GOOD             ILDT
 CI2952
 CI2952                          STATION DESCRIPTION
 CI2952
 CI2952'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RLS)
 CI2952'TO REACH FROM THE CAUTION LIGHT JUST EAST OF THE POST OFFICE IN GEFF,
 CI2952'GO NORTH ON U S  HIGHWAY 45   FOR 4.1 MILES TO A CROSSROAD.  TURN
 CI2952'RIGHT AND GO   EAST ON A GRAVELED ROAD  FOR 1.0 MILE   TO A CROSSROAD.
 CI2952'CONTINUE EAST   ON THE GRAVELED ROAD FOR 0.6 MILE TO THE  AZIMUTH MARK
 CI2952'ON THE RIGHT.   CONTINUE EAST ON THE GRAVELED ROAD FOR 0.25 MILE TO
 CI2952'THE  HOME OF MR   RUBLE AND THE   STATION ON THE LEFT.   REFERENCE
 CI2952'MARK 1 IS 20 FEET SOUTH OF  THE CENTERLINE OF THE GRAVELED   ROAD, 16
 CI2952'FEET NORTH OF   THE NORTHEAST CORNER OF A  GARAGE, 1 FOOT WEST OF A
 CI2952'FENCE CORNER AND 1 FOOT   SOUTHWEST OF A WITNESS POST.  THE  MONUMENT
 CI2952'PROJECTS 4 INCHES AND THE DISK IS STAMPED   BED NO 1 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1679 ***********************************************************************
 MF1679  DESIGNATION -  BEDFORD
 MF1679  PID         -  MF1679
 MF1679  STATE/COUNTY-  IL/BUREAU
 MF1679  USGS QUAD   -  MANLIUS (1983)
 MF1679
 MF1679                         *CURRENT SURVEY CONTROL
 MF1679  ___________________________________________________________________
 MF1679* NAD 83(1997)-  41 29 48.17150(N)    089 40 46.43697(W)     ADJUSTED  
 MF1679* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 MF1679  ___________________________________________________________________
 MF1679  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MF1679  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1679
 MF1679  HORZ ORDER  -  THIRD
 MF1679
 MF1679.The horizontal coordinates were established by classical geodetic methods
 MF1679.and adjusted by the National Geodetic Survey in October 1999..
 MF1679
 MF1679.The orthometric height was scaled from a topographic map.
 MF1679
 MF1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1679
 MF1679.The geoid height was determined by GEOID03.
 MF1679
 MF1679;                    North         East     Units Scale Factor Converg.
 MF1679;SPC IL W     -   536,301.282   740,670.778   MT  0.99996153   +0 19 21.9
 MF1679;SPC IL W     - 1,759,515.12  2,430,017.38   sFT  0.99996153   +0 19 21.9
 MF1679;UTM  16      - 4,597,366.147   276,334.616   MT  1.00021568   -1 46 34.2
 MF1679
 MF1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1679!SPC IL W     -   0.99998637  x   0.99996153  =   0.99994790
 MF1679!UTM  16      -   0.99998637  x   1.00021568  =   1.00020205
 MF1679
 MF1679:                Primary Azimuth Mark                     Grid Az
 MF1679:SPC IL W     -  MANLIUS MUNICIPAL TANK                   169 42 04.0
 MF1679:UTM  16      -  MANLIUS MUNICIPAL TANK                   171 48 00.1
 MF1679
 MF1679|---------------------------------------------------------------------|
 MF1679| PID    Reference Object                     Distance      Geod. Az  |
 MF1679|                                                           dddmmss.s |
 MF1679| MF1682 MANLIUS MUNICIPAL TANK              APPROX. 4.6 KM 1700125.9 |
 MF1679| CI6698 BEDFORD RM 1                         10.050 METERS 18007     |
 MF1679| CI6697 BEDFORD AZ MK                                      1973405.8 |
 MF1679| MF1680 BM EB 18                            120.733 METERS 26656     |
 MF1679| CI6699 BEDFORD RM 2                          6.892 METERS 27220     |
 MF1679|---------------------------------------------------------------------|
 MF1679
 MF1679                          SUPERSEDED SURVEY CONTROL
 MF1679
 MF1679  NAD 83(1997)-  41 29 48.17180(N)    089 40 46.43694(W) AD(       ) 3
 MF1679  NAD 83(1986)-  41 29 48.17825(N)    089 40 46.44309(W) AD(       ) 3
 MF1679  NAD 27      -  41 29 48.05190(N)    089 40 46.08950(W) AD(       ) 3
 MF1679
 MF1679.Superseded values are not recommended for survey control.
 MF1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1679.See file dsdata.txt to determine how the superseded data were derived.
 MF1679
 MF1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7633597366(NAD 83)
 MF1679_MARKER: DS = TRIANGULATION STATION DISK
 MF1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1679
 MF1679  HISTORY     - Date     Condition        Report By
 MF1679  HISTORY     - 1954     MONUMENTED       CGS
 MF1679  HISTORY     - 19951025 MARK NOT FOUND   USPSQD
 MF1679  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF1679
 MF1679                          STATION DESCRIPTION
 MF1679
 MF1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1679'STATION IS LOCATED ABOUT 3 MILES NORTH OF MANLIUS AND IS ON ROAD
 MF1679'RIGHT-OF-WAY.  IT IS 17 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 MF1679'16 FEET WEST OF A 5 INCH ASH TREE WITH A TRIANGLE BLAZE ON THE
 MF1679'SOUTH SIDE, 5 FEET SOUTHWEST OF A WHITE WITNESS POST AND 3 FEET
 MF1679'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1679'BEDFORD 1954.
 MF1679'
 MF1679'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF THE CENTER OF A GRAVEL
 MF1679'ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND
 MF1679'THE DISK IS STAMPED BEDFORD NO 1 1954.
 MF1679'
 MF1679'REFERENCE MARK NO. 2 IS 17 FEET NORTH OF THE CENTER OF THE
 MF1679'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH
 MF1679'AND THE DISK IS STAMPED BEDFORD NO 2 1954.
 MF1679'
 MF1679'EB (USGS) BM IS 45 FEET SOUTHWEST OF THE INTERSECTION OF A GRAVEL
 MF1679'T-ROAD, 11 FEET NORTHWEST OF A 6 INCH LOCUST TREE WITH A TRIANGLE
 MF1679'BLAZE ON THE NORTH SIDE AND 2 FEET EAST OF A FENCE LINE.  THE
 MF1679'MARK IS A ROUND 4 INCH IRON PIPE WITH A STANDARD U.S. GEOLOGICAL
 MF1679'SURVEY BENCH MARK DISK IN THE TOP STAMPED ILL. 693 (FEET ABOVE
 MF1679'SEA LEVEL) EB 18 1921.  THE MARK PROJECTS ABOUT 8 INCHES.
 MF1679'
 MF1679'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 2
 MF1679'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 MF1679'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BEDFORD 1954.
 MF1679'
 MF1679'TO REACH THE STATION FROM THE INTERSECTION OF A GRAVEL ROAD AND A
 MF1679'RAILROAD CROSSING JUST EAST OF THE RAILROAD DEPOT IN MANLIUS,
 MF1679'GO NORTH ON GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT, TURN
 MF1679'RIGHT AND GO NORTHEAST AND NORTH ON GRAVEL ROAD FOR 1.75 MILE TO
 MF1679'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE NORTH ON
 MF1679'GRAVEL ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT AND EB (USGS) BM
 MF1679'ON THE LEFT, TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.05 MILE
 MF1679'TO THE STATION ON THE LEFT AS DESCRIBED.
 MF1679'
 MF1679'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1679
 MF1679                          STATION RECOVERY (1995)
 MF1679
 MF1679'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1679'MARK NOT FOUND.
 MF1679
 MF1679                          STATION RECOVERY (2001)
 MF1679
 MF1679'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF1679'RM 1 AND RM 2 WERE NOT FOUND. AZ MARK MF1680, EB 18, FOUND AS
 MF1679'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3107 ***********************************************************************
 ME3107  DESIGNATION -  BEDFORD PARK 3M CO TANK
 ME3107  PID         -  ME3107
 ME3107  STATE/COUNTY-  IL/COOK
 ME3107  USGS QUAD   -  BERWYN (1993)
 ME3107
 ME3107                         *CURRENT SURVEY CONTROL
 ME3107  ___________________________________________________________________
 ME3107* NAD 83(1997)-  41 45 58.56035(N)    087 48 30.25637(W)     ADJUSTED  
 ME3107* NAVD 88     -                                                        
 ME3107  ___________________________________________________________________
 ME3107  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 ME3107  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 ME3107
 ME3107  HORZ ORDER  -  THIRD
 ME3107
 ME3107.The horizontal coordinates were established by classical geodetic methods
 ME3107.and adjusted by the National Geodetic Survey in October 1999..
 ME3107
 ME3107
 ME3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3107
 ME3107.The geoid height was determined by GEOID03.
 ME3107
 ME3107;                    North         East     Units Scale Factor Converg.
 ME3107;SPC IL E     -   566,275.457   343,648.519   MT  0.99999844   +0 20 58.8
 ME3107;SPC IL E     - 1,857,855.40  1,127,453.52   sFT  0.99999844   +0 20 58.8
 ME3107;UTM  16      - 4,624,141.385   432,805.159   MT  0.99965556   -0 32 18.6
 ME3107
 ME3107                          SUPERSEDED SURVEY CONTROL
 ME3107
 ME3107  NAD 83(1997)-  41 45 58.56046(N)    087 48 30.25673(W) AD(       ) 4
 ME3107  NAD 83(1997)-  41 45 58.56386(N)    087 48 30.26517(W) AD(       ) 4
 ME3107  NAD 83(1986)-  41 45 58.56456(N)    087 48 30.26471(W) AD(       ) 4
 ME3107  NAD 27      -  41 45 58.44923(N)    087 48 30.06334(W) AD(       ) 3
 ME3107
 ME3107.Superseded values are not recommended for survey control.
 ME3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3107.See file dsdata.txt to determine how the superseded data were derived.
 ME3107
 ME3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3280524141(NAD 83)
 ME3107_MARKER: 53 = ELEVATED TANK
 ME3107
 ME3107  HISTORY     - Date     Condition        Report By
 ME3107  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3107  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME3107  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3107
 ME3107                          STATION DESCRIPTION
 ME3107
 ME3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3107'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME3107'THE MINNESOTA
 ME3107'MINING AND MANUFACTURING COMPANY LOCATED AT THE SOUTHWEST CORNER OF
 ME3107'THE PLANT ON THE SOUTH SIDE OF THE
 ME3107'RAILROAD TRACKS 0.2 MILE WEST OF STATE HIGHWAY 42A (HARLEM
 ME3107'AVENUE) IN THE NORTHWEST EDGE OF BEDFORD PARK.
 ME3107'IT IS A STEEL TANK SUPPORTED BY A FOURLEGGED
 ME3107'STEEL STRUCTURE AND IS PAINTED RED WITH A WHITE EMBLEM AND THE
 ME3107'NAME 3-M COMPANY PLANT 17 IN
 ME3107'RED LETTERS ON THREE SIDES.  THE HEIGHT IS ABOUT 135 FEET.
 ME3107
 ME3107                          STATION RECOVERY (1987)
 ME3107
 ME3107'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3107'MARK NOT FOUND.
 ME3107
 ME3107                          STATION RECOVERY (1989)
 ME3107
 ME3107'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2710 ***********************************************************************
 ME2710  DESIGNATION -  BEDFORD PARK CARSON P S CO TK
 ME2710  PID         -  ME2710
 ME2710  STATE/COUNTY-  IL/COOK
 ME2710  USGS QUAD   -  ENGLEWOOD (1997)
 ME2710
 ME2710                         *CURRENT SURVEY CONTROL
 ME2710  ___________________________________________________________________
 ME2710* NAD 83(1997)-  41 45 49.25941(N)    087 44 33.95402(W)     ADJUSTED  
 ME2710* NAVD 88     -                                                        
 ME2710  ___________________________________________________________________
 ME2710  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ME2710  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME2710
 ME2710  HORZ ORDER  -  THIRD
 ME2710
 ME2710.The horizontal coordinates were established by classical geodetic methods
 ME2710.and adjusted by the National Geodetic Survey in October 1999..
 ME2710
 ME2710
 ME2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2710
 ME2710.The geoid height was determined by GEOID03.
 ME2710
 ME2710;                    North         East     Units Scale Factor Converg.
 ME2710;SPC IL E     -   566,023.897   349,108.524   MT  1.00000466   +0 23 36.1
 ME2710;SPC IL E     - 1,857,030.07  1,145,366.88   sFT  1.00000466   +0 23 36.1
 ME2710;UTM  16      - 4,623,805.343   438,258.698   MT  0.99964691   -0 29 41.1
 ME2710
 ME2710                          SUPERSEDED SURVEY CONTROL
 ME2710
 ME2710  NAD 83(1997)-  41 45 49.25952(N)    087 44 33.95436(W) AD(       ) 4
 ME2710  NAD 83(1997)-  41 45 49.26304(N)    087 44 33.96366(W) AD(       ) 4
 ME2710  NAD 83(1986)-  41 45 49.26362(N)    087 44 33.96321(W) AD(       ) 4
 ME2710  NAD 27      -  41 45 49.14576(N)    087 44 33.77085(W) AD(       ) 3
 ME2710
 ME2710.Superseded values are not recommended for survey control.
 ME2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2710.See file dsdata.txt to determine how the superseded data were derived.
 ME2710
 ME2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3825923805(NAD 83)
 ME2710_MARKER: 53 = ELEVATED TANK
 ME2710
 ME2710  HISTORY     - Date     Condition        Report By
 ME2710  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2710  HISTORY     - 1973     GOOD             NGS
 ME2710  HISTORY     - 1977     GOOD             NGS
 ME2710  HISTORY     - 1987     GOOD             USPSQD
 ME2710  HISTORY     - 1988     GOOD             USPSQD
 ME2710  HISTORY     - 1989     GOOD             USPSQD
 ME2710  HISTORY     - 19970901 MARK NOT FOUND   USPSQD
 ME2710
 ME2710                          STATION DESCRIPTION
 ME2710
 ME2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2710'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME2710'CARSON, PIRIE,
 ME2710'SCOTT AND COMPANY WAREHOUSE STORE LOCATED 250 FEET WEST OF CICERO
 ME2710'AVENUE (STATE HIGHWAY 50) 0.1 MILE
 ME2710'SOUTH OF A RAILROAD UNDERPASS AND 0.2 MILE NORTH OF THE INTERSECTION
 ME2710'OF STATE ROAD.  IT IS A STEEL TANK SUPPORTED
 ME2710'BY A FOUR-LEGGED STEEL STRUCTURE AND
 ME2710'IS PAINTED SILVER WITH THE NAME CARSON PIRIE SCOTT AND CO.
 ME2710'WAREHOUSE STORE PAINTED ON THE NORTH
 ME2710'AND SOUTH SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT 135 FEET.
 ME2710'
 ME2710'THIS IS IN THE EAST SECTION OF BEDFORD PARK AND IN THE SOUTHEAST
 ME2710'SECTION OF THE INDUSTRIAL
 ME2710'CLEARING DISTRICT.
 ME2710
 ME2710                          STATION RECOVERY (1973)
 ME2710
 ME2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME2710'RECOVERED AS DESCRIBED.
 ME2710
 ME2710                          STATION RECOVERY (1977)
 ME2710
 ME2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2710'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS BEDFORD
 ME2710'PARK, CARSON PIRIE SCOTT AND CO., WATER TANK.
 ME2710'
 ME2710'THE STATION IS THE APEX OF VENT OF THE BEDFORD PARK CARSON
 ME2710'PIRIE SCOTT AND COMPANY WATER TANK.  THE TANK HAS A
 ME2710'CYLINDRICAL BODY WITH A DOME SHAPED TOP AND HEMISPHERICAL
 ME2710'BOTTOM, SUPPORTED BY FOUR TUBULAR LEGS.  IT IS SILVER IN
 ME2710'COLOR WITH THE NAME (CARSON PIRIE AND SCOTT COMPANY) IN BLACK
 ME2710'AND WHITE ON THE TANK, AND IS APPROXIMATELY 135 FEET HIGH.
 ME2710'
 ME2710'LOCATED IN THE EAST SECTION OF BEDFORD PARK, 0.2 MILE NORTH
 ME2710'OF THE INTERSECTION OF CICERO AND STATE ROADS, 250 FEET WEST
 ME2710'OF THE CENTERLINE OF CICERO AVENUE.
 ME2710
 ME2710                          STATION RECOVERY (1987)
 ME2710
 ME2710'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2710'RECOVERED IN GOOD CONDITION.
 ME2710
 ME2710                          STATION RECOVERY (1988)
 ME2710
 ME2710'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 ME2710'RECOVERED IN GOOD CONDITION.
 ME2710
 ME2710                          STATION RECOVERY (1989)
 ME2710
 ME2710'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2710'RECOVERED IN GOOD CONDITION.
 ME2710
 ME2710                          STATION RECOVERY (1997)
 ME2710
 ME2710'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3124 ***********************************************************************
 ME3124  DESIGNATION -  BEDFORD PARK INLAND STEEL TK
 ME3124  PID         -  ME3124
 ME3124  STATE/COUNTY-  IL/COOK
 ME3124  USGS QUAD   -  BERWYN (1993)
 ME3124
 ME3124                         *CURRENT SURVEY CONTROL
 ME3124  ___________________________________________________________________
 ME3124* NAD 83(1997)-  41 46 24.02513(N)    087 46 06.45554(W)     ADJUSTED  
 ME3124* NAVD 88     -                                                        
 ME3124  ___________________________________________________________________
 ME3124  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 ME3124  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME3124
 ME3124  HORZ ORDER  -  THIRD
 ME3124
 ME3124.The horizontal coordinates were established by classical geodetic methods
 ME3124.and adjusted by the National Geodetic Survey in October 1999..
 ME3124
 ME3124
 ME3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3124
 ME3124.The geoid height was determined by GEOID03.
 ME3124
 ME3124;                    North         East     Units Scale Factor Converg.
 ME3124;SPC IL E     -   567,082.133   346,964.823   MT  1.00000213   +0 22 34.7
 ME3124;SPC IL E     - 1,860,501.96  1,138,333.76   sFT  1.00000213   +0 22 34.7
 ME3124;UTM  16      - 4,624,896.295   436,132.414   MT  0.99965019   -0 30 43.0
 ME3124
 ME3124                          SUPERSEDED SURVEY CONTROL
 ME3124
 ME3124  NAD 83(1997)-  41 46 24.02524(N)    087 46 06.45591(W) AD(       ) 4
 ME3124  NAD 83(1997)-  41 46 24.02843(N)    087 46 06.46516(W) AD(       ) 4
 ME3124  NAD 83(1986)-  41 46 24.02907(N)    087 46 06.46467(W) AD(       ) 4
 ME3124  NAD 27      -  41 46 23.91317(N)    087 46 06.26829(W) AD(       ) 3
 ME3124
 ME3124.Superseded values are not recommended for survey control.
 ME3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3124.See file dsdata.txt to determine how the superseded data were derived.
 ME3124
 ME3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3613224896(NAD 83)
 ME3124_MARKER: 53 = ELEVATED TANK
 ME3124
 ME3124  HISTORY     - Date     Condition        Report By
 ME3124  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3124  HISTORY     - 1959     GOOD             CGS
 ME3124  HISTORY     - 1960     GOOD             CGS
 ME3124  HISTORY     - 1965     GOOD             CGS
 ME3124  HISTORY     - 1973     GOOD             NGS
 ME3124  HISTORY     - 1977     GOOD             NGS
 ME3124  HISTORY     - 1978     GOOD             NGS
 ME3124  HISTORY     - 1987     GOOD             USPSQD
 ME3124  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME3124  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3124
 ME3124                          STATION DESCRIPTION
 ME3124
 ME3124'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3124'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3124'INLAND STEEL
 ME3124'CONTAINERS COMPANY LOCATED ON THE SOUTH SIDE OF WEST 65TH STREET
 ME3124'BETWEEN SOUTH MAYFIELD AND SOUTH
 ME3124'MENARD AVENUES IN THE INDUSTRIAL CLEARING DISTRICT IN THE NORTH
 ME3124'SECTION OF BEDFORD PARK.  IT IS A STEEL
 ME3124'TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 ME3124'AND IS PAINTED IN HORIZONTAL BANDS, RED, WHITE AND BLUE.
 ME3124'THE NAME INLAND STEEL CONTAINERS
 ME3124'COMPANY IS PAINTED ON THE NORTH SIDE IN BLACK LETTERS.  THE HEIGHT IS
 ME3124'ABOUT 135 FEET.
 ME3124
 ME3124                          STATION RECOVERY (1959)
 ME3124
 ME3124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME3124'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME3124
 ME3124                          STATION RECOVERY (1960)
 ME3124
 ME3124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 ME3124'RECOVERED AS DESCRIBED IN THE 1956 DESCRIPTION WHICH IS ADEQUATE
 ME3124'FOR RECOVERY.
 ME3124
 ME3124                          STATION RECOVERY (1965)
 ME3124
 ME3124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 ME3124'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME3124
 ME3124                          STATION RECOVERY (1973)
 ME3124
 ME3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME3124'RECOVERED AS DESCRIBED.
 ME3124'
 ME3124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN CHICAGO
 ME3124
 ME3124                          STATION RECOVERY (1977)
 ME3124
 ME3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3124'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS BEDFORD
 ME3124'PARK INLAND STEEL CONTAINERS CO., WATER TANK.
 ME3124'
 ME3124'THE STATION IS THE LIGHT ATOP AND CENTER OF THE BEDFORD
 ME3124'PARK INLAND STEEL CONTAINERS CORPORATION WATER TANK.  THE
 ME3124'TANK HAS A CYLINDRICAL BODY WITH A CONICAL SHAPED TOP AND
 ME3124'HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TRUSS-WORK LEGS.  IT
 ME3124'HAS THE LEGEND (INLAND STEEL CONTAINERS CORP.) IN RED
 ME3124'LETTERS ON THE TANK, IS RED, WHITE AND BLUE IN COLOR, AND IS
 ME3124'APPROXIMATELY 135 FEET HIGH.
 ME3124'
 ME3124'LOCATED IN THE NORTH SECTION OF BEDFORD PARK, ALONG THE SOUTH
 ME3124'SIDE OF WEST SIXTY-FIFTH STREET BETWEEN SOUTH MAYFIELD AND
 ME3124'SOUTH MENARD AVENUES.
 ME3124
 ME3124                          STATION RECOVERY (1978)
 ME3124
 ME3124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 ME3124'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME3124'
 ME3124'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CHICAGO.
 ME3124
 ME3124                          STATION RECOVERY (1987)
 ME3124
 ME3124'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3124'RECOVERED IN GOOD CONDITION.
 ME3124
 ME3124                          STATION RECOVERY (1987)
 ME3124
 ME3124'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBP)
 ME3124'MARK NOT FOUND.
 ME3124
 ME3124                          STATION RECOVERY (1989)
 ME3124
 ME3124'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2702 ***********************************************************************
 ME2702  DESIGNATION -  BEDFORD PARK LAMSON AND CO TK
 ME2702  PID         -  ME2702
 ME2702  STATE/COUNTY-  IL/COOK
 ME2702  USGS QUAD   -  ENGLEWOOD (1997)
 ME2702
 ME2702                         *CURRENT SURVEY CONTROL
 ME2702  ___________________________________________________________________
 ME2702* NAD 83(1997)-  41 45 33.01537(N)    087 44 49.66653(W)     ADJUSTED  
 ME2702* NAVD 88     -                                                        
 ME2702  ___________________________________________________________________
 ME2702  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 ME2702  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME2702
 ME2702  HORZ ORDER  -  THIRD
 ME2702
 ME2702.The horizontal coordinates were established by classical geodetic methods
 ME2702.and adjusted by the National Geodetic Survey in October 1999..
 ME2702
 ME2702
 ME2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2702
 ME2702.The geoid height was determined by GEOID03.
 ME2702
 ME2702;                    North         East     Units Scale Factor Converg.
 ME2702;SPC IL E     -   565,520.256   348,749.002   MT  1.00000423   +0 23 25.5
 ME2702;SPC IL E     - 1,855,377.71  1,144,187.35   sFT  1.00000423   +0 23 25.5
 ME2702;UTM  16      - 4,623,307.513   437,891.545   MT  0.99964747   -0 29 51.4
 ME2702
 ME2702                          SUPERSEDED SURVEY CONTROL
 ME2702
 ME2702  NAD 83(1997)-  41 45 33.01548(N)    087 44 49.66687(W) AD(       ) 4
 ME2702  NAD 83(1997)-  41 45 33.01900(N)    087 44 49.67608(W) AD(       ) 4
 ME2702  NAD 83(1986)-  41 45 33.01956(N)    087 44 49.67562(W) AD(       ) 4
 ME2702  NAD 27      -  41 45 32.90285(N)    087 44 49.48385(W) AD(       ) 3
 ME2702
 ME2702.Superseded values are not recommended for survey control.
 ME2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2702.See file dsdata.txt to determine how the superseded data were derived.
 ME2702
 ME2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3789223308(NAD 83)
 ME2702_MARKER: 53 = ELEVATED TANK
 ME2702
 ME2702  HISTORY     - Date     Condition        Report By
 ME2702  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2702  HISTORY     - 1973     GOOD             NGS
 ME2702  HISTORY     - 1977     GOOD             NGS
 ME2702  HISTORY     - 1988     GOOD             USPSQD
 ME2702  HISTORY     - 1989     GOOD             USPSQD
 ME2702  HISTORY     - 19970901 GOOD             USPSQD
 ME2702
 ME2702                          STATION DESCRIPTION
 ME2702
 ME2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2702'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME2702'LAMSON AND
 ME2702'SESSIONS COMPANY LOCATED 0.15 MILE WEST OF CICERO AVENUE (STATE
 ME2702'HIGHWAY 50) AND 0.2 MILE NORTHWEST
 ME2702'OF THE INTERSECTION OF CICERO AVENUE AND STATE ROAD.  IT IS A
 ME2702'STEEL TANK SUPPORTED BY A FOUR-LEGGED
 ME2702'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE
 ME2702'NAME LAMSON AND SESSIONS CO. PAINTED ON THREE SIDES IN
 ME2702'BLACK LETTERS.  THE HEIGHT IS ABOUT 135
 ME2702'FEET.
 ME2702'
 ME2702'THIS IS IN THE EAST SECTION OF BEDFORD PARK AND IN THE SOUTHEAST
 ME2702'SECTION OF THE INDUSTRIAL
 ME2702'CLEARING DISTRICT.
 ME2702
 ME2702                          STATION RECOVERY (1973)
 ME2702
 ME2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME2702'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ME2702'
 ME2702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN CHICAGO
 ME2702
 ME2702                          STATION RECOVERY (1977)
 ME2702
 ME2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2702'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS BEDFORD
 ME2702'PARK, LAMSON AND SESSIONS CO., WATER TANK.
 ME2702'
 ME2702'THE STATION IS THE LIGHT ATOP AND CENTER OF THE BEDFORD PARK
 ME2702'LAMSON AND SESSION COMPANY WATER TANK.  THE TANK HAS A
 ME2702'CYLINDRICAL BODY WITH A DOME SHAPED TOP AND HEMISPHERICAL
 ME2702'BOTTOM SUPPORTED BY FOUR TUBULAR LEGS.  IT IS SILVER IN COLOR
 ME2702'WITH THE NAME (LAMSON AND SESSIONS CO.) IN BLACK LETTERS ON
 ME2702'THE TANK, AND IS APPROXIMATELY 135 FEET HIGH.
 ME2702'
 ME2702'LOCATED IN THE EAST SECTION OF BEDFORD PARK, IN THE
 ME2702'NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH CICERO AVENUE
 ME2702'AND STATE ROAD, 0.2 MILE NORTHWEST OF THE INTERSECTION.
 ME2702
 ME2702                          STATION RECOVERY (1988)
 ME2702
 ME2702'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 ME2702'RECOVERED IN GOOD CONDITION.
 ME2702
 ME2702                          STATION RECOVERY (1989)
 ME2702
 ME2702'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2702'RECOVERED IN GOOD CONDITION.
 ME2702
 ME2702                          STATION RECOVERY (1997)
 ME2702
 ME2702'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3127 ***********************************************************************
 ME3127  DESIGNATION -  BEDFORD PARK MUNICIPAL TANK
 ME3127  PID         -  ME3127
 ME3127  STATE/COUNTY-  IL/COOK
 ME3127  USGS QUAD   -  BERWYN (1993)
 ME3127
 ME3127                         *CURRENT SURVEY CONTROL
 ME3127  ___________________________________________________________________
 ME3127* NAD 83(1997)-  41 46 15.28958(N)    087 48 01.11902(W)     ADJUSTED  
 ME3127* NAVD 88     -                                                        
 ME3127  ___________________________________________________________________
 ME3127  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 ME3127  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ME3127
 ME3127  HORZ ORDER  -  THIRD
 ME3127
 ME3127.The horizontal coordinates were established by classical geodetic methods
 ME3127.and adjusted by the National Geodetic Survey in October 1999..
 ME3127
 ME3127
 ME3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3127
 ME3127.The geoid height was determined by GEOID03.
 ME3127
 ME3127;                    North         East     Units Scale Factor Converg.
 ME3127;SPC IL E     -   566,795.723   344,318.325   MT  0.99999916   +0 21 18.3
 ME3127;SPC IL E     - 1,859,562.30  1,129,651.04   sFT  0.99999916   +0 21 18.3
 ME3127;UTM  16      - 4,624,651.031   433,482.717   MT  0.99965445   -0 31 59.3
 ME3127
 ME3127                          SUPERSEDED SURVEY CONTROL
 ME3127
 ME3127  NAD 83(1997)-  41 46 15.28968(N)    087 48 01.11939(W) AD(       ) 4
 ME3127  NAD 83(1997)-  41 46 15.29263(N)    087 48 01.12813(W) AD(       ) 4
 ME3127  NAD 83(1986)-  41 46 15.29325(N)    087 48 01.12774(W) AD(       ) 4
 ME3127  NAD 27      -  41 46 15.17886(N)    087 48 00.92681(W) AD(       ) 3
 ME3127
 ME3127.Superseded values are not recommended for survey control.
 ME3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3127.See file dsdata.txt to determine how the superseded data were derived.
 ME3127
 ME3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3348324651(NAD 83)
 ME3127_MARKER: 53 = ELEVATED TANK
 ME3127
 ME3127  HISTORY     - Date     Condition        Report By
 ME3127  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3127  HISTORY     - 1977     GOOD             NGS
 ME3127  HISTORY     - 1987     GOOD             USPSQD
 ME3127  HISTORY     - 1988     GOOD             USPSQD
 ME3127  HISTORY     - 1989     GOOD             USPSQD
 ME3127  HISTORY     - 19970901 MARK NOT FOUND   USPSQD
 ME3127  HISTORY     - 20060621 MARK NOT FOUND   GEOCAC
 ME3127  HISTORY     - 20060621 MARK NOT FOUND   GEOCAC
 ME3127
 ME3127                          STATION DESCRIPTION
 ME3127
 ME3127'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3127'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3127'TANK LOCATED ON
 ME3127'THE EAST SIDE OF SOUTH HARLEM AVENUE 0.1 MILE SOUTH OF WEST 65TH
 ME3127'STREET AND AT THE SOUTH SIDE OF THE
 ME3127'LADY ESTER COMPANY PLANT.  IT IS A STEEL TANK SUPPORTED BY
 ME3127'AN EIGHT-LEGGED STEEL STRUCTURE AND IS PAINTED
 ME3127'SILVER WITH THE NAME BEDFORD PARK PAINTED
 ME3127'ON THE EAST AND WEST SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT
 ME3127'75 FEET.
 ME3127
 ME3127                          STATION RECOVERY (1977)
 ME3127
 ME3127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3127'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS BEDFORD
 ME3127'PARK MUNICIPAL WATER TANK.
 ME3127'
 ME3127'THE STATION IS THE APEX OF VENT OF THE BEDFORD PARK MUNICIPAL
 ME3127'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME SHAPED
 ME3127'TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY EIGHT TUBULAR LEGS.
 ME3127'IT IS SILVER IN COLOR WITH THE NAME (BEDFORD PARK) IN RED
 ME3127'LETTERS, AND IS APPROXIMATELY 75 FEET HIGH.
 ME3127'
 ME3127'LOCATED IN THE NORTHWEST SECTION OF BEDFORD PARK, 0.25 MILE
 ME3127'EAST OF SOUTH HARLEM AVENUE AND 0.2 MILE SOUTH OF WEST
 ME3127'SIXTY-FIFTH STREET.
 ME3127
 ME3127                          STATION RECOVERY (1987)
 ME3127
 ME3127'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3127'RECOVERED IN GOOD CONDITION.
 ME3127
 ME3127                          STATION RECOVERY (1988)
 ME3127
 ME3127'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 ME3127'RECOVERED IN GOOD CONDITION.
 ME3127
 ME3127                          STATION RECOVERY (1989)
 ME3127
 ME3127'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3127'RECOVERED IN GOOD CONDITION.
 ME3127
 ME3127                          STATION RECOVERY (1997)
 ME3127
 ME3127'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3127'MARK NOT FOUND.
 ME3127
 ME3127                          STATION RECOVERY (2006)
 ME3127
 ME3127'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 ME3127'THE TANK NO LONGER EXISTS AND SHOULD BE CONSIDERED DESTROYED.
 ME3127
 ME3127                          STATION RECOVERY (2006)
 ME3127
 ME3127'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 ME3127'TANK NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3115 ***********************************************************************
 ME3115  DESIGNATION -  BEDFORD PARK NATL STEEL CO TK
 ME3115  PID         -  ME3115
 ME3115  STATE/COUNTY-  IL/COOK
 ME3115  USGS QUAD   -  BERWYN (1993)
 ME3115
 ME3115                         *CURRENT SURVEY CONTROL
 ME3115  ___________________________________________________________________
 ME3115* NAD 83(1997)-  41 46 16.50969(N)    087 45 00.64426(W)     ADJUSTED  
 ME3115* NAVD 88     -                                                        
 ME3115  ___________________________________________________________________
 ME3115  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 ME3115  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME3115
 ME3115  HORZ ORDER  -  THIRD
 ME3115
 ME3115.The horizontal coordinates were established by classical geodetic methods
 ME3115.and adjusted by the National Geodetic Survey in October 1999..
 ME3115
 ME3115
 ME3115.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3115
 ME3115.The geoid height was determined by GEOID03.
 ME3115
 ME3115;                    North         East     Units Scale Factor Converg.
 ME3115;SPC IL E     -   566,860.412   348,486.316   MT  1.00000392   +0 23 18.5
 ME3115;SPC IL E     - 1,859,774.54  1,143,325.52   sFT  1.00000392   +0 23 18.5
 ME3115;UTM  16      - 4,624,651.101   437,649.750   MT  0.99964784   -0 29 59.1
 ME3115
 ME3115                          SUPERSEDED SURVEY CONTROL
 ME3115
 ME3115  NAD 83(1997)-  41 46 16.50981(N)    087 45 00.64462(W) AD(       ) 4
 ME3115  NAD 83(1997)-  41 46 16.51373(N)    087 45 00.65404(W) AD(       ) 4
 ME3115  NAD 83(1986)-  41 46 16.51427(N)    087 45 00.65361(W) AD(       ) 4
 ME3115  NAD 27      -  41 46 16.39658(N)    087 45 00.45809(W) AD(       ) 3
 ME3115
 ME3115.Superseded values are not recommended for survey control.
 ME3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3115.See file dsdata.txt to determine how the superseded data were derived.
 ME3115
 ME3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3765024651(NAD 83)
 ME3115_MARKER: 53 = ELEVATED TANK
 ME3115
 ME3115  HISTORY     - Date     Condition        Report By
 ME3115  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3115  HISTORY     - 1959     GOOD             CGS
 ME3115  HISTORY     - 1973     GOOD             NGS
 ME3115  HISTORY     - 1987     GOOD             USPSQD
 ME3115  HISTORY     - 1989     GOOD             USPSQD
 ME3115  HISTORY     - 19970901 MARK NOT FOUND   USPSQD
 ME3115
 ME3115                          STATION DESCRIPTION
 ME3115
 ME3115'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3115'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3115'NATIONAL STEEL
 ME3115'CONTAINERS CORPORATION LOCATED AT THE SOUTH SIDE OF THE PLANT AT 6700
 ME3115'SOUTH LA CLAIRE AVENUE IN THE
 ME3115'EAST SECTION OF THE INDUSTRIAL CLEARING DISTRICT IN THE
 ME3115'NORTHEAST SECTION OF BEDFORD PARK.  IT IS A
 ME3115'STEEL TANK SUPPORTED BY AN EIGHT-LEGGED STEEL
 ME3115'STRUCTURE AND IS PAINTED SILVER.  THE HEIGHT IS ABOUT 125
 ME3115'FEET.
 ME3115
 ME3115                          STATION RECOVERY (1959)
 ME3115
 ME3115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME3115'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME3115
 ME3115                          STATION RECOVERY (1973)
 ME3115
 ME3115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME3115'RECOVERED AS DESCRIBED.
 ME3115
 ME3115                          STATION RECOVERY (1987)
 ME3115
 ME3115'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3115'RECOVERED IN GOOD CONDITION.
 ME3115
 ME3115                          STATION RECOVERY (1989)
 ME3115
 ME3115'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3115'RECOVERED IN GOOD CONDITION.
 ME3115
 ME3115                          STATION RECOVERY (1997)
 ME3115
 ME3115'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3132 ***********************************************************************
 ME3132  DESIGNATION -  BEDFORD PARK RAD KSA 717 MAST
 ME3132  PID         -  ME3132
 ME3132  STATE/COUNTY-  IL/COOK
 ME3132  USGS QUAD   -  BERWYN (1993)
 ME3132
 ME3132                         *CURRENT SURVEY CONTROL
 ME3132  ___________________________________________________________________
 ME3132* NAD 83(1997)-  41 46 12.52712(N)    087 49 05.79175(W)     ADJUSTED  
 ME3132* NAVD 88     -                                                        
 ME3132  ___________________________________________________________________
 ME3132  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 ME3132  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 ME3132
 ME3132  HORZ ORDER  -  THIRD
 ME3132
 ME3132.The horizontal coordinates were established by classical geodetic methods
 ME3132.and adjusted by the National Geodetic Survey in October 1999..
 ME3132
 ME3132
 ME3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3132
 ME3132.The geoid height was determined by GEOID03.
 ME3132
 ME3132;                    North         East     Units Scale Factor Converg.
 ME3132;SPC IL E     -   566,701.395   342,825.154   MT  0.99999756   +0 20 35.2
 ME3132;SPC IL E     - 1,859,252.83  1,124,752.19   sFT  0.99999756   +0 20 35.2
 ME3132;UTM  16      - 4,624,579.885   431,988.775   MT  0.99965692   -0 32 42.4
 ME3132
 ME3132                          SUPERSEDED SURVEY CONTROL
 ME3132
 ME3132  NAD 83(1997)-  41 46 12.52722(N)    087 49 05.79212(W) AD(       ) 4
 ME3132  NAD 83(1997)-  41 46 12.53022(N)    087 49 05.80063(W) AD(       ) 4
 ME3132  NAD 83(1986)-  41 46 12.53081(N)    087 49 05.80031(W) AD(       ) 4
 ME3132  NAD 27      -  41 46 12.41695(N)    087 49 05.59658(W) AD(       ) 3
 ME3132
 ME3132.Superseded values are not recommended for survey control.
 ME3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3132.See file dsdata.txt to determine how the superseded data were derived.
 ME3132
 ME3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3198924580(NAD 83)
 ME3132_MARKER: 42 = RADIO/TV MAST
 ME3132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3132+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2005
 ME3132
 ME3132  HISTORY     - Date     Condition        Report By
 ME3132  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3132  HISTORY     - 1989     GOOD             USPSQD
 ME3132  HISTORY     - 19970802 GOOD             USPSQD
 ME3132  HISTORY     - 20050123 GOOD             GEOCAC
 ME3132
 ME3132                          STATION DESCRIPTION
 ME3132
 ME3132'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3132'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE COOK
 ME3132'COUNTY HIGHWAY
 ME3132'POLICE, DISTRICT 2 RADIO STATION KSA 717 LOCATED AT 6700 ARCHER
 ME3132'AVENUE IN THE SOUTHWEST SECTION OF
 ME3132'CHICAGO.  IT IS A STEEL STRUCTURE, THE LOWER HALF THREE
 ME3132'LEGGED AND THE UPPER HALF UNIFORM
 ME3132'CROSS-SECTION, PAINTED IN ALTERNATE SECTIONS OF ORANGE
 ME3132'AND WHITE AND IT IS 200 FEET HIGH.
 ME3132
 ME3132                          STATION RECOVERY (1989)
 ME3132
 ME3132'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3132'RECOVERED IN GOOD CONDITION.
 ME3132
 ME3132                          STATION RECOVERY (1997)
 ME3132
 ME3132'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3132'RECOVERED IN GOOD CONDITION.
 ME3132
 ME3132                          STATION RECOVERY (2005)
 ME3132
 ME3132'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 ME3132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3125 ***********************************************************************
 ME3125  DESIGNATION -  BEDFORD PARK VISKING CORP STK
 ME3125  PID         -  ME3125
 ME3125  STATE/COUNTY-  IL/COOK
 ME3125  USGS QUAD   -  BERWYN (1993)
 ME3125
 ME3125                         *CURRENT SURVEY CONTROL
 ME3125  ___________________________________________________________________
 ME3125* NAD 83(1997)-  41 46 20.22978(N)    087 47 23.47877(W)     ADJUSTED  
 ME3125* NAVD 88     -                                                        
 ME3125  ___________________________________________________________________
 ME3125  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 ME3125  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ME3125
 ME3125  HORZ ORDER  -  THIRD
 ME3125
 ME3125.The horizontal coordinates were established by classical geodetic methods
 ME3125.and adjusted by the National Geodetic Survey in October 1999..
 ME3125
 ME3125
 ME3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3125
 ME3125.The geoid height was determined by GEOID03.
 ME3125
 ME3125;                    North         East     Units Scale Factor Converg.
 ME3125;SPC IL E     -   566,953.577   345,186.701   MT  1.00000012   +0 21 43.4
 ME3125;SPC IL E     - 1,860,080.19  1,132,500.03   sFT  1.00000012   +0 21 43.4
 ME3125;UTM  16      - 4,624,795.355   434,353.134   MT  0.99965303   -0 31 34.3
 ME3125
 ME3125                          SUPERSEDED SURVEY CONTROL
 ME3125
 ME3125  NAD 83(1997)-  41 46 20.22990(N)    087 47 23.47910(W) AD(       ) 4
 ME3125  NAD 83(1997)-  41 46 20.23316(N)    087 47 23.48776(W) AD(       ) 4
 ME3125  NAD 83(1986)-  41 46 20.23358(N)    087 47 23.48767(W) AD(       ) 4
 ME3125  NAD 27      -  41 46 20.11898(N)    087 47 23.28710(W) AD(       ) 3
 ME3125
 ME3125.Superseded values are not recommended for survey control.
 ME3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3125.See file dsdata.txt to determine how the superseded data were derived.
 ME3125
 ME3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3435324795(NAD 83)
 ME3125_MARKER: 63 = STACK
 ME3125
 ME3125  HISTORY     - Date     Condition        Report By
 ME3125  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3125  HISTORY     - 1973     GOOD             NGS
 ME3125  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME3125  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3125
 ME3125                          STATION DESCRIPTION
 ME3125
 ME3125'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3125'THE STATION IS THE CENTER OF THE TOP OF THE STACK OF THE
 ME3125'VISKING
 ME3125'CORPORATION LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 ME3125'WEST 65TH STREET AND SOUTH OAK
 ME3125'PARK AVENUE IN THE NORTHWEST SECTION OF BEDFORD PARK AND IN THE
 ME3125'NORTHWEST SECTION OF THE INDUSTRIAL
 ME3125'CLEARING DISTRICT.  IT IS A ROUND CONCRETE STACK
 ME3125'225 FEET HIGH AND PAINTED IN ALTERNATE BANDS OF ORANGE
 ME3125'AND WHITE.
 ME3125
 ME3125                          STATION RECOVERY (1973)
 ME3125
 ME3125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME3125'RECOVERED AS DESCRIBED EXCEPT IT IS IN THE SOUTHEAST ANGLE OF THE
 ME3125'INTERSECTION OF
 ME3125'WEST 65TH STREET AND SOUTH OAK PARK AVENUE INSTEAD OF
 ME3125'THE SOUTHWEST ANGLE AS MENTIONED
 ME3125'IN THE ORIGINAL DESCRIPTION.
 ME3125'
 ME3125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN CHICAGO
 ME3125
 ME3125                          STATION RECOVERY (1987)
 ME3125
 ME3125'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3125'MARK NOT FOUND.
 ME3125
 ME3125                          STATION RECOVERY (1989)
 ME3125
 ME3125'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2627 ***********************************************************************
 ME2627  DESIGNATION -  BEEBE
 ME2627  PID         -  ME2627
 ME2627  STATE/COUNTY-  IL/CLARK
 ME2627  USGS QUAD   -  BRADLEY (1973)
 ME2627
 ME2627                         *CURRENT SURVEY CONTROL
 ME2627  ___________________________________________________________________
 ME2627* NAD 83(1997)-  41 07 31.05751(N)    087 47 50.66098(W)     ADJUSTED  
 ME2627* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 ME2627  ___________________________________________________________________
 ME2627  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 ME2627  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 ME2627
 ME2627  HORZ ORDER  -  SECOND
 ME2627
 ME2627.The horizontal coordinates were established by classical geodetic methods
 ME2627.and adjusted by the National Geodetic Survey in October 1999..
 ME2627
 ME2627.The orthometric height was scaled from a topographic map.
 ME2627
 ME2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2627
 ME2627.The geoid height was determined by GEOID03.
 ME2627
 ME2627;                    North         East     Units Scale Factor Converg.
 ME2627;SPC IL E     -   495,094.396   345,003.830   MT  0.99999992   +0 21 09.0
 ME2627;SPC IL E     - 1,624,322.20  1,131,900.07   sFT  0.99999992   +0 21 09.0
 ME2627;UTM  16      - 4,552,972.371   433,063.810   MT  0.99965514   -0 31 28.1
 ME2627
 ME2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2627!SPC IL E     -   0.99997349  x   0.99999992  =   0.99997341
 ME2627!UTM  16      -   0.99997349  x   0.99965514  =   0.99962864
 ME2627
 ME2627|---------------------------------------------------------------------|
 ME2627| PID    Reference Object                     Distance      Geod. Az  |
 ME2627|                                                           dddmmss.s |
 ME2627| CM2752 BEEBE RM 1                           19.609 METERS 00157     |
 ME2627| CM2751 BEEBE AZ MK RESET                                  1441105.7 |
 ME2627| CM2750 BEEBE AZ MK                                        1584907.3 |
 ME2627| ME2632 AROMA PARK MUNICIPAL TANK           APPROX. 5.0 KM 1881553.1 |
 ME2627| CM2753 BEEBE RM 2                           15.582 METERS 26837     |
 ME2627| ME2622 KANKAKEE GENERAL FOODS CO TANK      APPROX. 4.2 KM 2771704.5 |
 ME2627|---------------------------------------------------------------------|
 ME2627
 ME2627                          SUPERSEDED SURVEY CONTROL
 ME2627
 ME2627  NAD 83(1997)-  41 07 31.05759(N)    087 47 50.66082(W) AD(       ) 2
 ME2627  NAD 83(1986)-  41 07 31.06227(N)    087 47 50.66653(W) AD(       ) 2
 ME2627  NAD 27      -  41 07 30.95560(N)    087 47 50.52270(W) AD(       ) 2
 ME2627
 ME2627.Superseded values are not recommended for survey control.
 ME2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2627.See file dsdata.txt to determine how the superseded data were derived.
 ME2627
 ME2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3306452972(NAD 83)
 ME2627_MARKER: DS = TRIANGULATION STATION DISK
 ME2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2627
 ME2627  HISTORY     - Date     Condition        Report By
 ME2627  HISTORY     - 1952     MONUMENTED       CGS
 ME2627  HISTORY     - 1966     GOOD             CGS
 ME2627
 ME2627                          STATION DESCRIPTION
 ME2627
 ME2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2627'STATION IS LOCATED AOUT 4 MILES EAST OF KANKAKEE AND IS ON THE ROAD
 ME2627'RIGHT-OF-WAY.  IT IS 35 FEET
 ME2627'NORTH OF THE CENTER OF A DRIVEWAY, 29 FEET EAST OF THE CENTER OF A
 ME2627'PAVED ROAD, 6 FEET SOUTHWEST OF
 ME2627'A WHITE WITNESS POST AND 2 FEET WEST OF A FENCELINE.
 ME2627'THE MARK IS FLUSH AND THE DISK IS STAMPED BEEBE
 ME2627'1952.
 ME2627'
 ME2627'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CENTER OF THE PAVED ROAD
 ME2627'AND 1 FOOT WEST OF A FENCE
 ME2627'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BEEBE NO
 ME2627'1 1952.
 ME2627'
 ME2627'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF A DRIVEWAY AND
 ME2627'22 FEET WEST OF THE CENTER
 ME2627'OF THE PAVED ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 ME2627'STAMPED BEEBE NO 2 1952.
 ME2627'
 ME2627'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF STATE HIGHWAY 17, 2
 ME2627'FEET WEST OF A WHITE
 ME2627'WITNESS POST AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK PROJECTS 12
 ME2627'INCHES AND THE DISK IS STAMPED
 ME2627'BEEBE 1952.
 ME2627'
 ME2627'TO REACH THE STATION FROM THE KANKAKEE COUNTY COURTHOUSE IN KANKAKEE,
 ME2627'GO EAST ON STATE HIGHWAY
 ME2627'17 FOR 3.25 MILES TO A PAVED SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 ME2627'ON PAVED ROAD FOR 0.4 MILE TO THE
 ME2627'STATION ON THE RIGHT AS DESCRIBED.
 ME2627'
 ME2627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PAVED ROAD
 ME2627'FOR 0.4 MILE TO THE
 ME2627'HIGHWAY, TURN LEFT ON HIGHWAY AND GO 0.15 MILE TO THE AZIMUTH MARK ON
 ME2627'THE LEFT.
 ME2627'
 ME2627'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2627
 ME2627                          STATION RECOVERY (1966)
 ME2627
 ME2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 ME2627'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 ME2627'A REQUEST WAS
 ME2627'RECEIVED TO MOVE THE AZIMUTH MARK AS IT WAS IN
 ME2627'THE WAY OF HIGHWAY CONSTRUCTION.
 ME2627'A NEW AZIMUTH MARK WAS ESTABLISHED.
 ME2627'
 ME2627'TO REACH THE STATION FROM KANKAKEE, FROM THE COURT HOUSE, GO EAST
 ME2627'ON STATE HIGHWAY
 ME2627'17 FOR 3.25 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 ME2627'GO NORTH FOR 0.4 MILE TO STATION ON
 ME2627'RIGHT.  TO REACH THE AZIMUTH MARK
 ME2627'FROM THE SIDE ROAD ABOVE, CONTINUE EAST FOR 0.3 MILE
 ME2627'TO A CONCRETE
 ME2627'BRIDGE AND MARK ON LEFT.
 ME2627'
 ME2627'THE STATION MARK IS TO THE WEST OF AN OLD BUILDING SITE, 34 FEET
 ME2627'NORTH OF THE
 ME2627'CENTERLINE OF A DRIVEWAY, 28 FEET EAST OF THE CENTERLINE
 ME2627'OF A SURFACED ROAD AND 8 FEET
 ME2627'SOUTH-SOUTHEAST OF A 30-INCH TREE.  THE
 ME2627'MARK IS FLUSH AND THE DISK IS STAMPED BEEBE
 ME2627'1952.
 ME2627'
 ME2627'R.M. NO. 1 IS 32 FEET EAST OF THE CENTERLINE OF THE ROAD AND 9
 ME2627'FEET SOUTH OF AN
 ME2627'UNDERGROUND CABLE WARNING-POST.  THE MARK PROJECTS 2
 ME2627'INCHES AND THE DISK IS STAMPED
 ME2627'BEEBE NO 1 1952.
 ME2627'
 ME2627'R.M. NO. 2 IS 27 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND
 ME2627'23 FEET WEST OF
 ME2627'THE CENTERLINE OF SURFACED ROAD.  THE MARK IS FLUSH
 ME2627'AND THE DISK IS STAMPED BEEBE NO 2
 ME2627'1952.
 ME2627'
 ME2627'THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 ME2627'ABUTMENT OF THE
 ME2627'BRIDGE, 2 FEET SOUTHWEST OF THE WEST END OF THE BANNISTER
 ME2627'AND 6 INCHES EAST OF THE EAST EDGE
 ME2627'OF THE CURB.  THE DISK IS STAMPED
 ME2627'BEEBE 1952 AZ 2 1966.
 ME2627'
 ME2627'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 84.48 FT., 25.748 M.
 ME2627'
 ME2627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES EAST OF
 ME2627'KANKAKEE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1238 ***********************************************************************
 KB1238  CBN         -  This is a Cooperative Base Network Control Station.
 KB1238  DESIGNATION -  BEECHER
 KB1238  PID         -  KB1238
 KB1238  STATE/COUNTY-  IL/EFFINGHAM
 KB1238  USGS QUAD   -  BEECHER CITY (1983)
 KB1238
 KB1238                         *CURRENT SURVEY CONTROL
 KB1238  ___________________________________________________________________
 KB1238* NAD 83(1997)-  39 11 13.36959(N)    088 45 05.22222(W)     ADJUSTED  
 KB1238* NAVD 88     -       186.7    (meters)     613.     (feet)  GPS OBS   
 KB1238  ___________________________________________________________________
 KB1238  X           -     107,866.073 (meters)                     COMP
 KB1238  Y           -  -4,949,177.443 (meters)                     COMP
 KB1238  Z           -   4,008,531.171 (meters)                     COMP
 KB1238  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 KB1238  ELLIP HEIGHT-         154.65  (meters)          (09/15/03) GPS OBS
 KB1238  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB1238
 KB1238  HORZ ORDER  -  A
 KB1238  ELLP ORDER  -  FOURTH    CLASS I
 KB1238
 KB1238.The horizontal coordinates were established by GPS observations
 KB1238.and adjusted by the National Geodetic Survey in September 2003..
 KB1238
 KB1238.The orthometric height was determined by GPS observations and a
 KB1238.high-resolution geoid model.
 KB1238
 KB1238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1238
 KB1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1238
 KB1238.The ellipsoidal height was determined by GPS observations
 KB1238.and is referenced to NAD 83.
 KB1238
 KB1238.The geoid height was determined by GEOID03.
 KB1238
 KB1238;                    North         East     Units Scale Factor Converg.
 KB1238;SPC IL E     -   279,826.266   263,876.398   MT  0.99999106   -0 15 51.1
 KB1238;SPC IL E     -   918,063.34    865,734.48   sFT  0.99999106   -0 15 51.1
 KB1238;UTM  16      - 4,338,994.829   348,734.137   MT  0.99988174   -1 06 24.7
 KB1238
 KB1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1238!SPC IL E     -   0.99997574  x   0.99999106  =   0.99996680
 KB1238!UTM  16      -   0.99997574  x   0.99988174  =   0.99985748
 KB1238
 KB1238|---------------------------------------------------------------------|
 KB1238| PID    Reference Object                     Distance      Geod. Az  |
 KB1238|                                                           dddmmss.s |
 KB1238| CI6700 BEECHER RM 1                         25.498 METERS 08925     |
 KB1238| KB1239 BEECHER AZ MK A PT 1976             453.419 METERS 2662901.5 |
 KB1238| KB1240 BEECHER AZ MK 1976                  457.261 METERS 2665352.3 |
 KB1238| CI6701 BEECHER RM 2                         26.809 METERS 26853     |
 KB1238|---------------------------------------------------------------------|
 KB1238
 KB1238                          SUPERSEDED SURVEY CONTROL
 KB1238
 KB1238  NAD 83(1997)-  39 11 13.36724(N)    088 45 05.22468(W) AD(       ) 1
 KB1238  NAD 83(1986)-  39 11 13.38204(N)    088 45 05.21223(W) AD(       ) 1
 KB1238  NAD 27      -  39 11 13.22447(N)    088 45 04.99856(W) AD(       ) 1
 KB1238  NGVD 29 (07/19/86)  186.2    (m)          611.     (f) VERT ANG       
 KB1238
 KB1238.Superseded values are not recommended for survey control.
 KB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1238.See file dsdata.txt to determine how the superseded data were derived.
 KB1238
 KB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4873438995(NAD 83)
 KB1238_MARKER: DS = TRIANGULATION STATION DISK
 KB1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1238+STABILITY: SURFACE MOTION
 KB1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1238+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 KB1238
 KB1238  HISTORY     - Date     Condition        Report By
 KB1238  HISTORY     - 1976     MONUMENTED       NGS
 KB1238  HISTORY     - 20020812 GOOD             NGS
 KB1238  HISTORY     - 20041028 GOOD             ILDT
 KB1238  HISTORY     - 20050317 GOOD             ILDT
 KB1238
 KB1238                          STATION DESCRIPTION
 KB1238
 KB1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1238'NO MEASUREMENTS BETWEEN RMS DUE TO ANGLE
 KB1238'
 KB1238'THE STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF
 KB1238'EFFINGHAM, 9 MILES NORTH OF ALTAMONT AND 1.9 MILES EAST OF
 KB1238'THE POST OFFICE IN BEECHER CITY.  IT IS IN THE SOUTHEAST
 KB1238'CORNER OF SECTION 28, T 9 N, R 4 E.  THE STATION MARK IS ON
 KB1238'HIGHWAY RIGHT-OF-WAY ON THE NORTH SIDE OF STATE HIGHWAY 33,
 KB1238'THE REFERENCE MARKS ARE ON PROPERTY OWNED BY MR. MAX MC KAY
 KB1238'WHO LIVES ABOUT 100 YARDS TO THE WEST OF THE STATION.
 KB1238'
 KB1238'TO REACH FROM THE POST OFFICE IN BEECHER CITY, GO EAST ON
 KB1238'STATE HIGHWAY 33 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE
 KB1238'RIGHT SIDE OF ROAD.  CONTINUE EAST ON HIGHWAY FOR 0.3 MILE TO
 KB1238'THE STATION ON THE LEFT.
 KB1238'
 KB1238'STATION MARKS ARE STANDARD DISKS STAMPED BEECHER 1976.  THE
 KB1238'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1238'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KB1238'36.5 FEET NORTH OF THE CENTER OF HIGHWAY, 15.5 FEET SOUTH OF
 KB1238'THE SOUTH EDGE OF CULTIVATED FIELD AND 5.4 FEET SOUTHEAST OF
 KB1238'A CONCRETE RIGHT-OF-WAY POST.  THE UNDERGROUND DISK IS SET IN
 KB1238'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 KB1238'GROUND SURFACE.
 KB1238'
 KB1238'REFERENCE MARK 1, A STANDARD DISK STAMPED BEECHER NO 1
 KB1238'1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1238'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS
 KB1238'36.5 FEET NORTH OF THE CENTER OF HIGHWAY AND 15.5 FEET SOUTH
 KB1238'OF THE SOUTH EDGE OF CULTIVATED FIELD.
 KB1238'
 KB1238'REFERENCE MARK 2, A STANDARD DISK STAMPED BEECHER NO 2 1976, IS SET
 KB1238'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 KB1238'FLUSH WITH GROUND SURFACE.  IT IS 37.5 FEET NORTH OF THE CENTER OF
 KB1238'HIGHWAY AND 15 FEET SOUTH OF THE SOUTH EDGE OF CULTIVATED FIELD.
 KB1238'
 KB1238'THE AZIMUTH MARK A STANDARD REFERENCE MARK DISK STAMPED
 KB1238'BEECHER AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1238'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 KB1238'GROUND SURFACE.  IT IS 46 FEET SOUTH OF THE CENTER OF HIGHWAY,
 KB1238'4 FEET EAST OF A POWER LINE POLE AND 1.8 FEET WEST OF A
 KB1238'METAL WITNESS POST WITH SIGN ATTACHED.
 KB1238'
 KB1238'HEIGHT OF LIGHT ABOVE STATION MARK 34.2 METERS.
 KB1238
 KB1238                          STATION RECOVERY (2002)
 KB1238
 KB1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MW)
 KB1238'RECOVERED AS DESCRIBED
 KB1238' 
 KB1238'
 KB1238
 KB1238                          STATION RECOVERY (2004)
 KB1238
 KB1238'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (CW)
 KB1238'RECOVERED AS DESCRIBED
 KB1238
 KB1238                          STATION RECOVERY (2005)
 KB1238
 KB1238'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 KB1238'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2585 ***********************************************************************
 ME2585  DESIGNATION -  BEECHER
 ME2585  PID         -  ME2585
 ME2585  STATE/COUNTY-  IL/WILL
 ME2585  USGS QUAD   -  BEECHER EAST (1990)
 ME2585
 ME2585                         *CURRENT SURVEY CONTROL
 ME2585  ___________________________________________________________________
 ME2585* NAD 83(1997)-  41 21 32.15083(N)    087 37 18.16999(W)     ADJUSTED  
 ME2585* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 ME2585  ___________________________________________________________________
 ME2585  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 ME2585  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME2585
 ME2585  HORZ ORDER  -  THIRD
 ME2585
 ME2585.The horizontal coordinates were established by classical geodetic methods
 ME2585.and adjusted by the National Geodetic Survey in October 1999..
 ME2585
 ME2585.The orthometric height was scaled from a topographic map.
 ME2585
 ME2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2585
 ME2585.The geoid height was determined by GEOID03.
 ME2585
 ME2585;                    North         East     Units Scale Factor Converg.
 ME2585;SPC IL E     -   521,147.059   359,544.967   MT  1.00001862   +0 28 12.8
 ME2585;SPC IL E     - 1,709,796.64  1,179,607.11   sFT  1.00001862   +0 28 12.8
 ME2585;SPC IN W     -   678,558.635   854,951.288   MT  0.99999163   -0 21 20.7
 ME2585;SPC IN W     - 2,226,237.79  2,804,952.68   sFT  0.99999163   -0 21 20.7
 ME2585;UTM  16      - 4,578,789.463   447,997.457   MT  0.99963328   -0 24 39.0
 ME2585
 ME2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2585!SPC IL E     -   0.99996963  x   1.00001862  =   0.99998825
 ME2585!SPC IN W     -   0.99996963  x   0.99999163  =   0.99996126
 ME2585!UTM  16      -   0.99996963  x   0.99963328  =   0.99960292
 ME2585
 ME2585|---------------------------------------------------------------------|
 ME2585| PID    Reference Object                     Distance      Geod. Az  |
 ME2585|                                                           dddmmss.s |
 ME2585| CM2755 BEECHER RM 1                         26.305 METERS 01420     |
 ME2585| CM2756 BEECHER RM 2                         25.164 METERS 10003     |
 ME2585| CM2754 BEECHER AZ MK                                      1751419.0 |
 ME2585| ME2589 ST PAUL LUTHERAN CHURCH SPIRE       APPROX. 2.0 KM 2571355.9 |
 ME2585| ME2594 LINCOLN FIELDS JOCKEY CLUB TK       APPROX. 5.7 KM 3525103.2 |
 ME2585|---------------------------------------------------------------------|
 ME2585
 ME2585                          SUPERSEDED SURVEY CONTROL
 ME2585
 ME2585  NAD 83(1997)-  41 21 32.15081(N)    087 37 18.17003(W) AD(       ) 3
 ME2585  NAD 83(1986)-  41 21 32.15541(N)    087 37 18.17616(W) AD(       ) 3
 ME2585  NAD 27      -  41 21 32.02460(N)    087 37 18.03190(W) AD(       ) 3
 ME2585
 ME2585.Superseded values are not recommended for survey control.
 ME2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2585.See file dsdata.txt to determine how the superseded data were derived.
 ME2585
 ME2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4799778789(NAD 83)
 ME2585_MARKER: DS = TRIANGULATION STATION DISK
 ME2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2585
 ME2585  HISTORY     - Date     Condition        Report By
 ME2585  HISTORY     - 1952     MONUMENTED       CGS
 ME2585  HISTORY     - 1967     GOOD             CGS
 ME2585
 ME2585                          STATION DESCRIPTION
 ME2585
 ME2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2585'STATION IS LOCATED 3 MILES SOUTH OF CRETE AND 1 MILE NORTH OF BEECHER
 ME2585'ON PROPERTY OWNED BY MR. W.
 ME2585'OHLENDORF.  IT IS 126 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME
 ME2585'HOUSE, 53 FEET WEST OF THE CENTER OF
 ME2585'STATE HIGHWAY 1 AND 23 FEET WEST OF A WHITE WITNESS POST.
 ME2585'THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2585'BEECHER 1952.
 ME2585'
 ME2585'REFERENCE MARK NO. 1 IS 30 FEET WEST OF THE CENTER OF THE HIGHWAY.
 ME2585'THE MARK IS FLUSH AND THE
 ME2585'DISK IS STAMPED BEECHER NO 1 1952.
 ME2585'
 ME2585'REFERENCE MARK NO. 2 IS 28 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 ME2585'3 FEET NORTHWEST OF A FENCE CORNER.
 ME2585'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BEECHER NO 2
 ME2585'1952.
 ME2585'
 ME2585'AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF THE HIGHWAY, 20 FEET
 ME2585'NORTH OF THE CENTER OF A
 ME2585'GRAVEL ROAD AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 ME2585'PROJECTS 2 INCHES AND THE DISK IS
 ME2585'STAMPED BEECHER 1952.
 ME2585'
 ME2585'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 1 AND
 ME2585'INDIANA AVE. IN BEECHER, GO
 ME2585'NORTH ON THE HIGHWAY FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 ME2585'DESCRIBED.  CONTINUE ON THE
 ME2585'HIGHWAY FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2585'
 ME2585'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2585
 ME2585                          STATION RECOVERY (1967)
 ME2585
 ME2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2585'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 ME2585'GOOD WITH THE
 ME2585'BELOW CHANGES.
 ME2585'
 ME2585'THE STATION MARK IS NOW 20 FEET WEST OF A TELEPHONE POLE, 7 FEET
 ME2585'NORTH OF A 6 INCH
 ME2585'PINE TREE AND AT THE NORTHEAST EDGE OF A LAWN.
 ME2585'
 ME2585'REFERENCE MARK 2 IS 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A
 ME2585'METAL WITNESS
 ME2585'POST.
 ME2585'
 ME2585'THE AZIMUTH MARK IS 27 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 ME2585'ROAD, 3 FEET
 ME2585'NORTHEAST OF A METAL WITNESS POST AND IN THE NORTHEAST
 ME2585'ANGLE OF A GRAVELED CROSSROAD
 ME2585'AND STATE HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1240 ***********************************************************************
 KB1240  DESIGNATION -  BEECHER AZ MK 1976
 KB1240  PID         -  KB1240
 KB1240  STATE/COUNTY-  IL/EFFINGHAM
 KB1240  USGS QUAD   -  BEECHER CITY (1983)
 KB1240
 KB1240                         *CURRENT SURVEY CONTROL
 KB1240  ___________________________________________________________________
 KB1240* NAD 83(1997)-  39 11 12.56675(N)    088 45 24.24725(W)     ADJUSTED  
 KB1240* NAVD 88     -       182.7    (meters)     599.     (feet)  VERTCON   
 KB1240  ___________________________________________________________________
 KB1240  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KB1240  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1240
 KB1240  HORZ ORDER  -  SECOND
 KB1240
 KB1240.The horizontal coordinates were established by classical geodetic methods
 KB1240.and adjusted by the National Geodetic Survey in October 1999..
 KB1240
 KB1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1240
 KB1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1240
 KB1240.The geoid height was determined by GEOID03.
 KB1240
 KB1240;                    North         East     Units Scale Factor Converg.
 KB1240;SPC IL E     -   279,803.626   263,419.702   MT  0.99999147   -0 16 03.1
 KB1240;SPC IL E     -   917,989.06    864,236.14   sFT  0.99999147   -0 16 03.1
 KB1240;UTM  16      - 4,338,978.911   348,277.207   MT  0.99988345   -1 06 36.7
 KB1240
 KB1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1240!SPC IL E     -   0.99997637  x   0.99999147  =   0.99996784
 KB1240!UTM  16      -   0.99997637  x   0.99988345  =   0.99985983
 KB1240
 KB1240:                Primary Azimuth Mark                     Grid Az
 KB1240:SPC IL E     -  BEECHER                                  087 09 43.4
 KB1240:UTM  16      -  BEECHER                                  088 00 17.0
 KB1240
 KB1240|---------------------------------------------------------------------|
 KB1240| PID    Reference Object                     Distance      Geod. Az  |
 KB1240|                                                           dddmmss.s |
 KB1240| KB1238 BEECHER                             457.261 METERS 0865340.3 |
 KB1240| KB1239 BEECHER AZ MK A PT 1976               5.058 METERS 12716     |
 KB1240|---------------------------------------------------------------------|
 KB1240
 KB1240                          SUPERSEDED SURVEY CONTROL
 KB1240
 KB1240  NAD 83(1986)-  39 11 12.58157(N)    088 45 24.23480(W) AD(       ) 2
 KB1240  NAD 27      -  39 11 12.42443(N)    088 45 24.02052(W) AD(       ) 2
 KB1240  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 KB1240
 KB1240.Superseded values are not recommended for survey control.
 KB1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1240.See file dsdata.txt to determine how the superseded data were derived.
 KB1240
 KB1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4827738979(NAD 83)
 KB1240_MARKER: DR = REFERENCE MARK DISK
 KB1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1240+STABILITY: SURFACE MOTION
 KB1240
 KB1240  HISTORY     - Date     Condition        Report By
 KB1240  HISTORY     - 1976     MONUMENTED       NGS
 KB1240
 KB1240                          STATION DESCRIPTION
 KB1240
 KB1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1240'THE STATION IS LOCATED ABOUT 12 MILES WEST-NORTH-WEST OF
 KB1240'EFFINGHAM, 9 MILES NORTH OF ALTAMONT AND 1.6 MILES EAST OF
 KB1240'THE POST OFFICE IN BEECHER CITY.
 KB1240'
 KB1240'THE STATION, A STANDARD REFERENCE MARK DISK STAMPED BEECHER
 KB1240'AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1240'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 KB1240'IS 46 FEET SOUTH OF THE CENTER OF HIGHWAY, 4 FEET EAST OF
 KB1240'POWERLINE POLE AND 1.8 FEET WEST OF A METAL WITNESS POST
 KB1240'WITH SIGN ATTACHED.
 KB1240'
 KB1240'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KB1240'BEECHER, DISTANCE BEING 457.200 METERS, WEST OF
 KB1240'TRIANGULATION STATION BEECHER.
 KB1240'
 KB1240'FOR ROUTE TO STATION SEE DESCRIPTION OF TRIANGULATION
 KB1240'STATION BEECHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1237 ***********************************************************************
 KB1237  DESIGNATION -  BEECHER CITY MUN TANK
 KB1237  PID         -  KB1237
 KB1237  STATE/COUNTY-  IL/EFFINGHAM
 KB1237  USGS QUAD   -  BEECHER CITY (1983)
 KB1237
 KB1237                         *CURRENT SURVEY CONTROL
 KB1237  ___________________________________________________________________
 KB1237* NAD 83(1997)-  39 11 01.06224(N)    088 47 12.44286(W)     ADJUSTED  
 KB1237* NAVD 88     -                                                        
 KB1237  ___________________________________________________________________
 KB1237  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KB1237  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1237
 KB1237  HORZ ORDER  -  THIRD
 KB1237
 KB1237.The horizontal coordinates were established by classical geodetic methods
 KB1237.and adjusted by the National Geodetic Survey in October 1999..
 KB1237
 KB1237
 KB1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1237
 KB1237.The geoid height was determined by GEOID03.
 KB1237
 KB1237;                    North         East     Units Scale Factor Converg.
 KB1237;SPC IL E     -   279,461.404   260,821.339   MT  0.99999389   -0 17 11.4
 KB1237;SPC IL E     -   916,866.29    855,711.34   sFT  0.99999389   -0 17 11.4
 KB1237;UTM  16      - 4,338,674.970   345,674.363   MT  0.99989325   -1 07 44.9
 KB1237
 KB1237                          SUPERSEDED SURVEY CONTROL
 KB1237
 KB1237  NAD 83(1986)-  39 11 01.07729(N)    088 47 12.42955(W) AD(       ) 4
 KB1237  NAD 27      -  39 11 00.92319(N)    088 47 12.21127(W) AD(       ) 3
 KB1237
 KB1237.Superseded values are not recommended for survey control.
 KB1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1237.See file dsdata.txt to determine how the superseded data were derived.
 KB1237
 KB1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4567438675(NAD 83)
 KB1237_MARKER: 53 = ELEVATED TANK
 KB1237
 KB1237  HISTORY     - Date     Condition        Report By
 KB1237  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1237
 KB1237                          STATION DESCRIPTION
 KB1237
 KB1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1237'STATION IS LOCATED IN THE SOUTH EDGE OF BEECHER CITY.  IT
 KB1237'HAS 4 LEGS, PAINTED SILVER AND HAS LARGE BLACK LETTERS ON THE
 KB1237'WEST SIDE BEECHER CITY.  IT IS APPROXIMATELY 125 FEET HIGH.
 KB1237'
 KB1237'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1335 ***********************************************************************
 KB1335  DESIGNATION -  BEERY
 KB1335  PID         -  KB1335
 KB1335  STATE/COUNTY-  IL/MACON
 KB1335  USGS QUAD   -  LONG CREEK (1975)
 KB1335
 KB1335                         *CURRENT SURVEY CONTROL
 KB1335  ___________________________________________________________________
 KB1335* NAD 83(1997)-  39 51 02.07653(N)    088 45 22.74752(W)     ADJUSTED  
 KB1335* NAVD 88     -       226.0    (meters)     741.     (feet)  GPS OBS   
 KB1335  ___________________________________________________________________
 KB1335  X           -     106,428.734 (meters)                     COMP
 KB1335  Y           -  -4,902,349.005 (meters)                     COMP
 KB1335  Z           -   4,065,386.383 (meters)                     COMP
 KB1335  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KB1335  ELLIP HEIGHT-         193.66  (meters)          (12/06/04) GPS OBS
 KB1335  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KB1335
 KB1335  HORZ ORDER  -  FIRST
 KB1335  ELLP ORDER  -  FOURTH    CLASS I
 KB1335
 KB1335.The horizontal coordinates were established by GPS observations
 KB1335.and adjusted by the National Geodetic Survey in December 2002..
 KB1335
 KB1335.The orthometric height was determined by GPS observations and a
 KB1335.high-resolution geoid model.
 KB1335
 KB1335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1335
 KB1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1335
 KB1335.The ellipsoidal height was determined by GPS observations
 KB1335.and is referenced to NAD 83.
 KB1335
 KB1335.The geoid height was determined by GEOID03.
 KB1335
 KB1335;                    North         East     Units Scale Factor Converg.
 KB1335;SPC IL E     -   353,495.414   263,801.881   MT  0.99999112   -0 16 15.8
 KB1335;SPC IL E     - 1,159,759.54    865,490.00   sFT  0.99999112   -0 16 15.8
 KB1335;SPC IL W     -   354,349.792   820,692.254   MT  1.00012045   +0 54 13.8
 KB1335;SPC IL W     - 1,162,562.61  2,692,554.50   sFT  1.00012045   +0 54 13.8
 KB1335;UTM  16      - 4,412,648.805   349,750.636   MT  0.99987792   -1 07 32.3
 KB1335
 KB1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1335!SPC IL E     -   0.99996962  x   0.99999112  =   0.99996074
 KB1335!SPC IL W     -   0.99996962  x   1.00012045  =   1.00009007
 KB1335!UTM  16      -   0.99996962  x   0.99987792  =   0.99984754
 KB1335
 KB1335|---------------------------------------------------------------------|
 KB1335| PID    Reference Object                     Distance      Geod. Az  |
 KB1335|                                                           dddmmss.s |
 KB1335| CI6702 BEERY RM 1                           28.340 METERS 08151     |
 KB1335| CI6703 BEERY RM 2                           27.015 METERS 15036     |
 KB1335|---------------------------------------------------------------------|
 KB1335
 KB1335                          SUPERSEDED SURVEY CONTROL
 KB1335
 KB1335  ELLIP H (12/18/02)  193.65   (m)                       GP(       ) 4 2
 KB1335  NAD 83(1997)-  39 51 02.07627(N)    088 45 22.74688(W) AD(       ) 1
 KB1335  NAD 83(1986)-  39 51 02.08758(N)    088 45 22.73959(W) AD(       ) 1
 KB1335  NAD 27      -  39 51 01.95577(N)    088 45 22.48753(W) AD(       ) 1
 KB1335  NGVD 29 (07/19/86)  225.4    (m)          739.     (f) VERT ANG       
 KB1335
 KB1335.Superseded values are not recommended for survey control.
 KB1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1335.See file dsdata.txt to determine how the superseded data were derived.
 KB1335
 KB1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK4975112649(NAD 83)
 KB1335_MARKER: DS = TRIANGULATION STATION DISK
 KB1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1335+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 KB1335
 KB1335  HISTORY     - Date     Condition        Report By
 KB1335  HISTORY     - 1976     MONUMENTED       NGS
 KB1335  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1335  HISTORY     - 20050224 GOOD             ILDT
 KB1335
 KB1335                          STATION DESCRIPTION
 KB1335
 KB1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1335'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF
 KB1335'MONTICELLO, 10 MILES EAST OF DECATUR, 3 MILES SOUTHWEST
 KB1335'OF CERRO GORDO AND 0.5 MILE WEST OF THE MACON-PLATT
 KB1335'COUNTY LINE.  IT IS IN THE NORTHEAST 1/4 SECTION OF 31,
 KB1335'T 15 N, R 3 W.  ON PROPERTY OWNED BY MR. ELDON BEERY, ROUTE 1,
 KB1335'CERRO GORDO 61818.  PHONE NUMBER 765-6367.
 KB1335'
 KB1335'TO REACH FROM THE JUNCTION OF STATE ROUTE 105 AND 121 IN
 KB1335'THE EAST EDGE OF DECATUR, GO EASTERLY ON STATE ROUTE 105 FOR
 KB1335'0.15 MILE TO THE STALEY RESEARCH BUILDING ON THE LEFT.  CONTINUE
 KB1335'EASTERLY ON ROUTE 105 FOR 8.45 MILES TO A SIDE ROAD LEFT AND
 KB1335'AZIMUTH MARK ON THE LEFT, IN THE NORTHEAST ANGLE
 KB1335'OF INTERSECTION.  CONTINUE EAST FOR 0.4 MILE TO STATION ON
 KB1335'THE RIGHT, SOUTH SIDE OF ROAD.  CONTINUE EAST FOR 0.5 MILE
 KB1335'TO A CROSSROAD AND U.S. GEOLOGICAL SURVEY BENCH MARK TT 21 E
 KB1335'ON THE RIGHT IN THE WEST END OF CULVERT ABUTMENT.  THIS
 KB1335'CROSSROAD IS ALSO ON THE MACON-PLATT COUNTY LINE.
 KB1335'
 KB1335'STATION MARKS ARE STANDARD DISKS STAMPED BEERY 1976.  THE
 KB1335'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1335'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 KB1335'IS 99 FEET NORTH-NORTHEAST OF A CONCRETE WATER TROUGH, 78
 KB1335'FEET NORTH OF THE NORTHWEST CORNER OF BARN, 76 FEET EAST OF
 KB1335'THE CENTER OF DRIVEWAY, 64 FEET SOUTH OF THE CENTER OF HIGHWAY
 KB1335'AND 15.5 FEET NORTH-NORTHEAST OF CONCRETE HIGHWAY RIGHT-OF-WAY
 KB1335'MARKER POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 KB1335'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 KB1335'SURFACE.
 KB1335'
 KB1335'REFERENCE MARK 1, A STANDARD DISK STAMPED BEERY NO 1 1976,
 KB1335'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1335'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 85 FEET EAST OF
 KB1335'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST AND 48 FEET SOUTH
 KB1335'OF THE CENTER OF HIGHWAY.
 KB1335'
 KB1335'REFERENCE MARK 2, A STANDARD DISK STAMPED BEERY NO 2 1976,
 KB1335'IS CEMENTED IN DRILL HOLE IN THE NORTHEAST CORNER OF THE
 KB1335'CONCRETE BARN FOUNDATION.
 KB1335'
 KB1335'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED
 KB1335'BEERY AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1335'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KB1335'49 FEET NORTH OF CENTER OF HIGHWAY, 42.5 FEET EAST OF CENTER
 KB1335'OF SURFACED ROAD, 26 FEET NORTHEAST OF THE EAST END OF CONCRETE
 KB1335'CULVERT AND 5.5 FEET EAST OF UTILITY POLE.
 KB1335'
 KB1335'TT 21 E USGS, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 KB1335'DISK STAMPED TT 21 E RESET 1960, IS CEMENTED IN DRILL HOLE
 KB1335'NEAR THE NORTHWEST END OF CONCRETE ABUTMENT.  IT IS 28.5 FEET
 KB1335'SOUTH OF CENTER OF HIGHWAY, 24 FEET WEST OF THE CENTER OF
 KB1335'SURFACE ROAD AND THIS ROAD IS THE PLATT-MACON, COUNTY LINE.
 KB1335'
 KB1335'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 KB1335
 KB1335                          STATION RECOVERY (2000)
 KB1335
 KB1335'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1335'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1335'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE STATION IS 1.0 FOOT
 KB1335'NORTH OF A FIBERGLASS POST
 KB1335' 
 KB1335'
 KB1335
 KB1335                          STATION RECOVERY (2005)
 KB1335
 KB1335'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (SWR)
 KB1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1338 ***********************************************************************
 KB1338  DESIGNATION -  BEERY AZ MK 1976
 KB1338  PID         -  KB1338
 KB1338  STATE/COUNTY-  IL/MACON
 KB1338  USGS QUAD   -  LONG CREEK (1975)
 KB1338
 KB1338                         *CURRENT SURVEY CONTROL
 KB1338  ___________________________________________________________________
 KB1338* NAD 83(1997)-  39 51 02.77112(N)    088 45 52.63164(W)     ADJUSTED  
 KB1338* NAVD 88     -       225.5    (meters)     740.     (feet)  VERTCON   
 KB1338  ___________________________________________________________________
 KB1338  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 KB1338  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KB1338
 KB1338  HORZ ORDER  -  SECOND
 KB1338
 KB1338.The horizontal coordinates were established by classical geodetic methods
 KB1338.and adjusted by the National Geodetic Survey in October 1999..
 KB1338
 KB1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1338
 KB1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1338
 KB1338.The geoid height was determined by GEOID03.
 KB1338
 KB1338;                    North         East     Units Scale Factor Converg.
 KB1338;SPC IL E     -   353,520.230   263,091.589   MT  0.99999176   -0 16 34.9
 KB1338;SPC IL E     - 1,159,840.95    863,159.65   sFT  0.99999176   -0 16 34.9
 KB1338;SPC IL W     -   354,360.040   819,981.512   MT  1.00011834   +0 53 54.7
 KB1338;SPC IL W     - 1,162,596.23  2,690,222.68   sFT  1.00011834   +0 53 54.7
 KB1338;UTM  16      - 4,412,684.208   349,040.873   MT  0.99988056   -1 07 51.5
 KB1338
 KB1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1338!SPC IL E     -   0.99996969  x   0.99999176  =   0.99996145
 KB1338!SPC IL W     -   0.99996969  x   1.00011834  =   1.00008802
 KB1338!UTM  16      -   0.99996969  x   0.99988056  =   0.99985025
 KB1338
 KB1338:                Primary Azimuth Mark                     Grid Az
 KB1338:SPC IL E     -  BEERY                                    092 00 03.4
 KB1338:SPC IL W     -  BEERY                                    090 49 33.8
 KB1338:UTM  16      -  BEERY                                    092 51 20.0
 KB1338
 KB1338|---------------------------------------------------------------------|
 KB1338| PID    Reference Object                     Distance      Geod. Az  |
 KB1338|                                                           dddmmss.s |
 KB1338| KB1335 BEERY                               APPROX. 0.7 KM 0914328.5 |
 KB1338| KB1339 BEERY AZ MK A PT 1976                 4.963 METERS 29631     |
 KB1338|---------------------------------------------------------------------|
 KB1338
 KB1338                          SUPERSEDED SURVEY CONTROL
 KB1338
 KB1338  NAD 83(1986)-  39 51 02.78232(N)    088 45 52.62436(W) AD(       ) 2
 KB1338  NAD 27      -  39 51 02.65068(N)    088 45 52.37136(W) AD(       ) 2
 KB1338  NGVD 29 (07/19/86)  225.6    (m)          740.     (f) VERT ANG       
 KB1338
 KB1338.Superseded values are not recommended for survey control.
 KB1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1338.See file dsdata.txt to determine how the superseded data were derived.
 KB1338
 KB1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK4904112684(NAD 83)
 KB1338_MARKER: DR = REFERENCE MARK DISK
 KB1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1338+STABILITY: SURFACE MOTION
 KB1338
 KB1338  HISTORY     - Date     Condition        Report By
 KB1338  HISTORY     - 1976     MONUMENTED       NGS
 KB1338
 KB1338                          STATION DESCRIPTION
 KB1338
 KB1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1338'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF MONTICELLO,
 KB1338'9-3/4 MILES EAST OF DECATUR, 3-1/4 MILES SOUTHWEST OF CERRO GORDO
 KB1338'AND 3/4 MILE WEST OF THE MACON-PLATT COUNTY LINE.
 KB1338'
 KB1338'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED
 KB1338'BEERY AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1338'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KB1338'49 FEET NORTH OF CENTER OF HIGHWAY, 42.5 FEET EAST OF CENTER
 KB1338'OF SURFACED ROAD, 26 FEET NORTHEAST OF THE EAST END OF A
 KB1338'CONCRETE CULVERT AND 5.5 FEET EAST OF UTILITY POLE.
 KB1338'
 KB1338'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR TRIANGULATION
 KB1338'STATION BEERY.
 KB1338'
 KB1338'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BEERY
 KB1338'DISTANCE BEING 710.742 METERS, WEST OF TRIANGULATION STATION BEERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1582 ***********************************************************************
 HB1582  DESIGNATION -  BELKNAP
 HB1582  PID         -  HB1582
 HB1582  STATE/COUNTY-  IL/JOHNSON
 HB1582  USGS QUAD   -  KARNAK (1976)
 HB1582
 HB1582                         *CURRENT SURVEY CONTROL
 HB1582  ___________________________________________________________________
 HB1582* NAD 83(1997)-  37 19 35.91039(N)    088 56 20.91105(W)     ADJUSTED  
 HB1582* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 HB1582  ___________________________________________________________________
 HB1582  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HB1582  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB1582
 HB1582  HORZ ORDER  -  FIRST
 HB1582
 HB1582.The horizontal coordinates were established by classical geodetic methods
 HB1582.and adjusted by the National Geodetic Survey in October 1999..
 HB1582
 HB1582.The orthometric height was scaled from a topographic map.
 HB1582
 HB1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1582
 HB1582.The geoid height was determined by GEOID03.
 HB1582
 HB1582;                    North         East     Units Scale Factor Converg.
 HB1582;SPC IL E     -    73,412.729   246,308.580   MT  1.00001050   -0 22 02.4
 HB1582;SPC IL E     -   240,854.93    808,097.40   sFT  1.00001050   -0 22 02.4
 HB1582;UTM  16      - 4,132,872.068   328,194.865   MT  0.99996361   -1 10 34.0
 HB1582
 HB1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1582!SPC IL E     -   0.99998016  x   1.00001050  =   0.99999066
 HB1582!UTM  16      -   0.99998016  x   0.99996361  =   0.99994377
 HB1582
 HB1582|---------------------------------------------------------------------|
 HB1582| PID    Reference Object                     Distance      Geod. Az  |
 HB1582|                                                           dddmmss.s |
 HB1582| CI2960 BELKNAP RM 1                         23.511 METERS 08613     |
 HB1582| HB1566 JOPPA STEAM ELEC STA NE TOWER       APPROX.15.5 KM 1501132.7 |
 HB1582| HB1568 JOPPA STEAM ELEC STA SE TOWER       APPROX.16.3 KM 1540130.0 |
 HB1582| HB1569 JOPPA STEAM ELEC STA SW TOWER       APPROX.15.5 KM 1561852.0 |
 HB1582| CI2961 BELKNAP RM 2                         23.390 METERS 16708     |
 HB1582| HB1584 KARNAK MUNICIPAL TANK               APPROX. 4.8 KM 2192517.8 |
 HB1582| HB1583 CYPRESS LOOKOUT TOWER               APPROX. 5.1 KM 2932614.3 |
 HB1582| CI2959 BELKNAP AZ MK                                      2933353.5 |
 HB1582|---------------------------------------------------------------------|
 HB1582
 HB1582                          SUPERSEDED SURVEY CONTROL
 HB1582
 HB1582  NAD 83(1997)-  37 19 35.91529(N)    088 56 20.91026(W) AD(       ) 1
 HB1582  NAD 83(1986)-  37 19 35.91980(N)    088 56 20.91312(W) AD(       ) 1
 HB1582  NAD 27      -  37 19 35.73065(N)    088 56 20.67790(W) AD(       ) 1
 HB1582
 HB1582.Superseded values are not recommended for survey control.
 HB1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1582.See file dsdata.txt to determine how the superseded data were derived.
 HB1582
 HB1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2819532872(NAD 83)
 HB1582_MARKER: DS = TRIANGULATION STATION DISK
 HB1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1582
 HB1582  HISTORY     - Date     Condition        Report By
 HB1582  HISTORY     - 1957     MONUMENTED       CGS
 HB1582
 HB1582                          STATION DESCRIPTION
 HB1582
 HB1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1582'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF VIENNA, ABOUT 0.5
 HB1582'MILE NORTHEAST OF BELKNAP, ON THE PROPERTY OF MR. JOHN MC CLUSKEY WHO
 HB1582'LIVES 0.15 MILE EAST OF THE STATION.  IT IS IN THE FRONT YARD OF A
 HB1582'VACANT FRAME HOUSE, 9 FEET SOUTH OF A WHITE WITNESS POST, 11 FEET
 HB1582'SOUTH OF A HEDGE ROW, 13 FEET NORTHWEST OF A 10 INCH CEDAR TREE AND
 HB1582'43 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.  THE MONUMENT
 HB1582'IS FLUSH AND THE DISK IS STAMPED BELKNAP 1957.
 HB1582'
 HB1582'TO REACH THE STATION FROM THE RAILROAD CROSSING AND THE MAIN PAVED
 HB1582'STREET IN BELKNAP, GO NORTH AND WEST ON THE PAVED STREET FOR 0.2
 HB1582'MILE TO A GRAVELED CROSSROAD AND THE BELKNAP METHODIST CHURCH ON THE
 HB1582'RIGHT.  TURN RIGHT AND GO NORTH UP HILL FOR 0.2 MILE TO A GRAVELED
 HB1582'DRIVEWAY RIGHT JUST BEFORE REACHING THE TOP OF THE HILL *.  TURN
 HB1582'RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.15 MILE TO MR. MC CLUSKEYS
 HB1582'HOUSE ON THE RIGHT.  CONTINUE EAST ON A NARROW TRACK ROAD FOR 0.15
 HB1582'MILE TO THE FRAME HOUSE AND THE MARK AS DESCRIBED.
 HB1582'
 HB1582'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH UP HILL ON
 HB1582'THE GRAVELED ROAD FOR ABOUT 100 FEET TO THE SOUTH SIDE OF A CEMETERY
 HB1582'ON THE RIGHT AND THE MARK ABOUT 60 YARDS TO THE EAST, ON THE SOUTH
 HB1582'SIDE OF AN EAST-WEST FENCE.
 HB1582'
 HB1582'REFERENCE MARK 1 IS IN THE NORTHEAST CORNER OF THE YARD, 35 FEET
 HB1582'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND 74 FEET EAST OF
 HB1582'THE WHITE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 HB1582'STAMPED BELKNAP NO 1 1957.
 HB1582'
 HB1582'REFERENCE MARK 2 IS ON THE SOUTH SIDE OF THE FRONT YARD, 26 FEET
 HB1582'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 17 FEET WEST OF
 HB1582'AN 18 INCH OAK TREE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 HB1582'STAMPED BELKNAP NO 2 1957.
 HB1582'
 HB1582'THE AZIMUTH MARK IS 132 FEET EAST OF THE SOUTHWEST CORNER OF THE
 HB1582'CEMETERY FENCE, 1 FOOT SOUTH OF THE FENCE, 3 FEET EAST OF A WHITE
 HB1582'WITNESS POST AND 40 FEET EAST OF A 36 INCH OAK TREE.  THE MONUMENT
 HB1582'PROJECTS 2 INCHES AND THE DISK IS STAMPED BELKNAP 1957.
 HB1582'
 HB1582'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1731 ***********************************************************************
 JB1731  DESIGNATION -  BELLE
 JB1731  PID         -  JB1731
 JB1731  STATE/COUNTY-  IL/HAMILTON
 JB1731  USGS QUAD   -  BELLE PRAIRIE CITY (1974)
 JB1731
 JB1731                         *CURRENT SURVEY CONTROL
 JB1731  ___________________________________________________________________
 JB1731* NAD 83(1997)-  38 12 57.49170(N)    088 34 06.32865(W)     ADJUSTED  
 JB1731* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 JB1731  ___________________________________________________________________
 JB1731  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JB1731  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 JB1731
 JB1731  HORZ ORDER  -  THIRD
 JB1731
 JB1731.The horizontal coordinates were established by classical geodetic methods
 JB1731.and adjusted by the National Geodetic Survey in October 1999..
 JB1731
 JB1731.The orthometric height was scaled from a topographic map.
 JB1731
 JB1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1731
 JB1731.The geoid height was determined by GEOID03.
 JB1731
 JB1731;                    North         East     Units Scale Factor Converg.
 JB1731;SPC IL E     -   171,972.723   279,412.558   MT  0.99998022   -0 08 43.6
 JB1731;SPC IL E     -   564,213.84    916,706.03   sFT  0.99998022   -0 08 43.6
 JB1731;UTM  16      - 4,230,940.507   362,697.266   MT  0.99983218   -0 58 13.5
 JB1731
 JB1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1731!SPC IL E     -   0.99998233  x   0.99998022  =   0.99996255
 JB1731!UTM  16      -   0.99998233  x   0.99983218  =   0.99981451
 JB1731
 JB1731|---------------------------------------------------------------------|
 JB1731| PID    Reference Object                     Distance      Geod. Az  |
 JB1731|                                                           dddmmss.s |
 JB1731| CI2967 BELLE RM 1                           14.012 METERS 00416     |
 JB1731| CI2966 BELLE AZ MK                                        0403209.4 |
 JB1731| CI2968 BELLE RM 2                            9.378 METERS 09312     |
 JB1731| JB1737 MC LEANSBORO E MUNICIPAL TANK       APPROX.13.7 KM 1693900.0 |
 JB1731| JB1734 MC LEANSBORO W MUNICIPAL TANK       APPROX.13.7 KM 1694555.1 |
 JB1731|---------------------------------------------------------------------|
 JB1731
 JB1731                          SUPERSEDED SURVEY CONTROL
 JB1731
 JB1731  NAD 83(1997)-  38 12 57.50272(N)    088 34 06.32667(W) AD(       ) 3
 JB1731  NAD 83(1986)-  38 12 57.50476(N)    088 34 06.32884(W) AD(       ) 3
 JB1731  NAD 27      -  38 12 57.32900(N)    088 34 06.14157(W) AD(       ) 3
 JB1731
 JB1731.Superseded values are not recommended for survey control.
 JB1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1731.See file dsdata.txt to determine how the superseded data were derived.
 JB1731
 JB1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6269730941(NAD 83)
 JB1731_MARKER: DS = TRIANGULATION STATION DISK
 JB1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1731
 JB1731  HISTORY     - Date     Condition        Report By
 JB1731  HISTORY     - 1961     MONUMENTED       CGS
 JB1731
 JB1731                          STATION DESCRIPTION
 JB1731
 JB1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1731'THE STATION IS ABOUT 9 MILES SOUTH OF WAYNE CITY, ABOUT 8.5 MILES
 JB1731'NORTH OF MCLEANSBORO,
 JB1731'ABOUT .5 MILES SOUTHWEST OF BELLE PRAIRIE, IN THE
 JB1731'SOUTHWEST .25 OF SEC 32, T 3 S,
 JB1731'R 6 E, AND ON ROAD RIGHT-OF-WAY.  IT
 JB1731'IS 131 FEET WEST OF THE NORTHWEST CORNER OF A
 JB1731'SHED, 18 FEET SOUTH OF
 JB1731'THE CENTERLINE OF A GRAVELED ROAD, 4 FEET EAST OF A WITNESS
 JB1731'POST, AND 2 FEET
 JB1731'NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 JB1731'DISK IS STAMPED BELLE 1961.
 JB1731'
 JB1731'TO REACH FROM THE POST OFFICE IN WAYNE CITY, GO SOUTH OF STATE
 JB1731'HIGHWAY 142 FOR 5.4 MILES
 JB1731'TO A CROSSROAD.  CONTINUE SOUTHERLY ON HIGHWAY 142 FOR 4.6
 JB1731'MILES TO A CROSSROAD.  TURN
 JB1731'RIGHT AND GO WEST ON A PAVED ROAD FOR 1.0
 JB1731'MILE TO A SIDE ROAD RIGHT, AT THE SOUTH EDGE
 JB1731'OF THE SMALL VILLAGE OF
 JB1731'BELLE PRAIRIE.  CONTINUE WEST ON THE PAVED ROAD FOR 0.5 MILE TO
 JB1731'THE AZIMUTH MARK
 JB1731'ON THE RIGHT.  CONTINUE WEST ON THE PAVED ROAD FOR 0.15
 JB1731'MILE A POINT WHERE THE ROAD
 JB1731'TURNS FROM WEST TO SOUTH.  TURN LEFT AND
 JB1731'GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO A
 JB1731'POINT WHERE THE ROAD
 JB1731'TURNS FROM SOUTH TO WEST.  TURN RIGHT AND GO WEST ON A GRAVELED
 JB1731'ROAD FOR 0.05
 JB1731'MILE TO THE STATION ON THE LEFT.
 JB1731'
 JB1731'REFERENCE MARK 1 IS 28 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 JB1731'ROAD, 16 FEET EAST OF AN
 JB1731'8 INCH CEDAR TREE, AND 1 FOOT SOUTH OF A WIRE FENCE.
 JB1731'THE MONUMENT PROJECTS 2 INCHES AND
 JB1731'THE DISK IS STAMPED BELLE NO 1 1961.
 JB1731'
 JB1731'REFERENCE MARK 2 IS 35 FEET EAST OF THE WITNESS POST, 20 FEET SOUTH
 JB1731'OF THE CENTERLINE OF
 JB1731'THE GRAVELED ROAD, AND 1 FOOT NORTH OF THE WIRE FENCE.
 JB1731'THE MONUMENT IS FLUSH AND THE
 JB1731'DISK IS STAMPED BELLE NO 1 1961.
 JB1731'
 JB1731'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 JB1731'5 FEET EAST OF A FENCE
 JB1731'CORNER, 2 FEET EAST OF A WITNESS POST, AND 1 FOOT
 JB1731'SOUTH OF A WIRE FENCE.  THE
 JB1731'MONUMENT IS FLUSH AND THE DISK IS STAMPED BELLE 1961.
 JB1731'
 JB1731'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1880 ***********************************************************************
 KA1880  DESIGNATION -  BELLE AIR RESET
 KA1880  PID         -  KA1880
 KA1880  STATE/COUNTY-  IL/CLARK
 KA1880  USGS QUAD   -  ANNAPOLIS (1985)
 KA1880
 KA1880                         *CURRENT SURVEY CONTROL
 KA1880  ___________________________________________________________________
 KA1880* NAD 83(1997)-  39 10 36.17087(N)    087 52 08.91848(W)     ADJUSTED  
 KA1880* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 KA1880  ___________________________________________________________________
 KA1880  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 KA1880  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KA1880
 KA1880  HORZ ORDER  -  FIRST
 KA1880
 KA1880.The horizontal coordinates were established by classical geodetic methods
 KA1880.and adjusted by the National Geodetic Survey in October 1999..
 KA1880
 KA1880.The orthometric height was scaled from a topographic map.
 KA1880
 KA1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1880
 KA1880.The geoid height was determined by GEOID03.
 KA1880
 KA1880;                    North         East     Units Scale Factor Converg.
 KA1880;SPC IL E     -   278,698.495   340,109.923   MT  0.99999480   +0 17 35.7
 KA1880;SPC IL E     -   914,363.31  1,115,843.97   sFT  0.99999480   +0 17 35.7
 KA1880;UTM  16      - 4,336,746.760   424,926.273   MT  0.99966940   -0 32 56.7
 KA1880
 KA1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1880!SPC IL E     -   0.99997773  x   0.99999480  =   0.99997253
 KA1880!UTM  16      -   0.99997773  x   0.99966940  =   0.99964714
 KA1880
 KA1880:                Primary Azimuth Mark                     Grid Az
 KA1880:SPC IL E     -  UNION                                    081 22 24.9
 KA1880:UTM  16      -  UNION                                    082 12 57.3
 KA1880
 KA1880|---------------------------------------------------------------------|
 KA1880| PID    Reference Object                     Distance      Geod. Az  |
 KA1880|                                                           dddmmss.s |
 KA1880| KA1877 UNION                               APPROX.16.6 KM 0814000.6 |
 KA1880| CM2759 BELLE AIR RM 3                       37.734 METERS 13042     |
 KA1880| CM2758 BELLE AIR RM 1                       25.106 METERS 17930     |
 KA1880| CM2760 BELLE AIR RM 4                       32.659 METERS 21843     |
 KA1880| CM2757 BELLE AIR AZ MK                                    2653714.6 |
 KA1880|---------------------------------------------------------------------|
 KA1880
 KA1880                          SUPERSEDED SURVEY CONTROL
 KA1880
 KA1880  NAD 83(1997)-  39 10 36.17091(N)    087 52 08.91657(W) AD(       ) 1
 KA1880  NAD 83(1986)-  39 10 36.17985(N)    087 52 08.91305(W) AD(       ) 1
 KA1880  NAD 27      -  39 10 36.04300(N)    087 52 08.80400(W) AD(       ) 1
 KA1880
 KA1880.Superseded values are not recommended for survey control.
 KA1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1880.See file dsdata.txt to determine how the superseded data were derived.
 KA1880
 KA1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2492636747(NAD 83)
 KA1880_MARKER: DS = TRIANGULATION STATION DISK
 KA1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1880
 KA1880  HISTORY     - Date     Condition        Report By
 KA1880  HISTORY     - 1937     MONUMENTED       CGS
 KA1880  HISTORY     - 1947     GOOD             CGS
 KA1880  HISTORY     - 1982     GOOD             ILDT
 KA1880
 KA1880                          STATION DESCRIPTION
 KA1880
 KA1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (EBP)
 KA1880'ALL SURFACE MARKS HAVE BEEN DESTROYED. THE SUB-SURFACE MARK WAS
 KA1880'RECOVERED, A 6-INCH SQUARE STONE POST 30 INCHES BELOW THE SURFACE.
 KA1880'STATION WAS MARKED WITH A STANDARD STATION DISK SET IN A CONCRETE
 KA1880'CYLINDER, 1 FOOT BELOW THE SURFACE, IN A CULTIVATED FIELD.
 KA1880'REFERENCE MARK NO. 1 IS A NAIL IN THE CENTER OF A CONCRETE CYLINDER
 KA1880'12 INCHES IN DIAMETER, SET FLUSH WITH THE SURFACE, ON THE SOUTH
 KA1880'SIDE OF THE GRADED ROAD, AND APPROXIMATELY IN THE RIGHT-OF-WAY AND
 KA1880'UNDER THE TELEPHONE LINE, 25.12 METERS, 82.41 FEET, 176 DEG.
 KA1880'30 MIN. S. MAG. REFERENCE MARK NO. 2 IS A NAIL IN THE TOP OF A
 KA1880'CONCRETE CYLINDER SET FLUSH WITH THE SURFACE ON THE NORTH SIDE OF THE
 KA1880'ROAD, AND APPROXIMATELY IN THE RIGHT-OF-WAY, 40.17 METERS,
 KA1880'131.78 FEET, 243 DEG. W.S.W. MAG.
 KA1880'
 KA1880'TO REACH FROM THE MAIN CROSS STREETS IN OBLONG, GO NORTH ON THE
 KA1880'GRADED HIGHWAY 3.0 MILES, TURN RIGHT AND FOLLOW THE
 KA1880'MAIN-TRAVELED ROAD NORTH 1.0 MILE, THEN JOG TO THE LEFT AND FOLLOW
 KA1880'THE MAIN-TRAVELED ROAD NORTH 2.0 MILES, AGAIN JOG TO THE LEFT AND
 KA1880'FOLLOW THE MAIN-TRAVELED ROAD NORTH 6.0 MILES TO THE COUNTY LINE AT
 KA1880'THE T-INTERSECTION, TURN RIGHT HERE AND GO EAST 0.3 MILE TO THE
 KA1880'STATION AT THE LEFT OF THE ROAD.
 KA1880
 KA1880                          STATION RECOVERY (1947)
 KA1880
 KA1880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1880'THE STATION WAS RECOVERED AS DESCRIBED BY E.B.P. IN HIS
 KA1880'RECONNAISSANCE DESCRIPTION OF 1946. THE STATION MARK AND ONE OF
 KA1880'TWO REFERENCE MARKS, WHICH WERE SET IN 1937, WERE FOUND IN GOOD
 KA1880'CONDITION, HOWEVER THE OTHER REFERENCE MARK HAS BEEN DESTROYED.
 KA1880'NO AZIMUTH MARK WAS RECOVERED BY THIS PARTY. A NEW AZIMUTH MARK AND
 KA1880'TWO NEW REFERENCE MARKS WERE SET BY THIS PARTY. THE REFERENCE
 KA1880'MARK SET IN 1937 IS A CYLINDER OF CONCRETE WITH A NAIL SET IN THE
 KA1880'APPROXIMATE CENTER OF THE CONCRETE. THE SURFACE, UNDERGROUND,
 KA1880'AZIMUTH AND REMAINING REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 KA1880'IN CONCRETE.  A
 KA1880'COMPLETE DESCRIPTION FOLLOWS-
 KA1880'
 KA1880'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE SMALL COMMUNITY
 KA1880'OF BELLAIR, JUST NORTH OF THE CLARK-CRAWFORD COUNTY LINE, IN
 KA1880'THE SOUTHERN EDGE OF A CULTIVATED FIELD OWNED BY MR. DAVID ELLIOT. IT
 KA1880'IS 293 FEET WEST-SOUTHWEST OF AN OIL STORAGE TANK, AND 59 FEET
 KA1880'NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD. THE MARK IS
 KA1880'14 INCHES UNDERGROUND, AND THE DISK IS STAMPED BELLE AIR
 KA1880'U.S.L.S. 1879 1937.
 KA1880'
 KA1880'THE REMAINING REFERENCE MARK THAT WAS SET IN 1937 IS 82.37 FEET SOUTH
 KA1880'OF THE STATION, 57 FEET WEST OF A TELEPHONE POLE, AND 23 FEET
 KA1880'SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD. THE MARK
 KA1880'PROJECTS 7 INCHES.
 KA1880'
 KA1880'REFERENCE MARK NO. 3 IS 123.80 FEET SOUTHEAST OF THE STATION, 36 FEET
 KA1880'EAST OF A TELEPHONE POLE, AND 23 FEET SOUTH OF THE APPROXIMATE
 KA1880'CENTERLINE OF THE GRAVELED ROAD. THE MARK PROJECTS 2 INCHES, AND THE
 KA1880'DISK IS STAMPED BELLE AIR NO 3 U.S.L.S. 1947.
 KA1880'
 KA1880'REFERENCE MARK NO. 4 IS 107.15 FEET SOUTHWEST OF THE STATION, 21 FEET
 KA1880'SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, AND
 KA1880'3 FEET EAST OF A TELEPHONE POLE. THE MARK PROJECTS 4 INCHES, AND THE
 KA1880'DISK IS STAMPED BELLE AIR U.S.L.S. NO 4 1947.
 KA1880'
 KA1880'THE AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, 69 FEET EAST OF
 KA1880'THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 23 FEET SOUTH OF
 KA1880'THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 3 FEET EAST OF
 KA1880'TELEPHONE POLE NO. 475, AND 2 FEET EAST OF A WITNESS POST. THE
 KA1880'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BELLE AIR U.S.L.S.
 KA1880'1947.
 KA1880'
 KA1880'TO REACH THE STATION FROM THE ANNAPOLIS SCHOOL HOUSE IN ANNAPOLIS,
 KA1880'GO WEST ON A GRAVELED ROAD FOR 2.7 MILES TO THE MT. PLEASANT
 KA1880'PRESBYTERIAN CHURCH ON THE LEFT, CONTINUE WESTERLY ON THE GRAVELED
 KA1880'ROAD FOR 0.2 MILE TO A CROSSROAD, HERE TURN RIGHT AND GO NORTH
 KA1880'ON A GRAVELED ROAD FOR 2.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 KA1880'HERE TURN RIGHT AND GO EAST FOR 0.35 MILES TO THE STATION ON THE
 KA1880'LEFT AS DESCRIBED.
 KA1880'
 KA1880'NO PREVIOUS OBSERVATIONS WERE AVAILABLE.
 KA1880'
 KA1880'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1880
 KA1880                          STATION RECOVERY (1982)
 KA1880
 KA1880'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1982 (KWB)
 KA1880'BELLE AIRE USLS 1937 RECOVERED IN GOOD CONDITION - SHOULD BE
 KA1880'RESET.  SURFACE MARK IS PRESENTLY BURIED ABOUT 10 INCHES IN
 KA1880'PLOWED GROUND.  PROBABLY WILL NOT SURVIVE MANY MORE YEARS.
 KA1880'
 KA1880'ALL REFERENCE MARKS AND AZIMUTH MARK DESTROYED.
 KA1880'
 KA1880'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI NE BELLAIR - JUST N
 KA1880'CLARK-CRAWFORD CO. LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9177 ***********************************************************************
 DE9177  DESIGNATION -  BELLEVILLE
 DE9177  PID         -  DE9177
 DE9177  STATE/COUNTY-  IL/ST CLAIR
 DE9177  USGS QUAD   -  FREEBURG (1990)
 DE9177
 DE9177                         *CURRENT SURVEY CONTROL
 DE9177  ___________________________________________________________________
 DE9177* NAD 83(1997)-  38 29 42.04841(N)    089 57 48.93716(W)     ADJUSTED  
 DE9177* NAVD 88     -       146.3    (meters)     480.     (feet)  GPS OBS   
 DE9177  ___________________________________________________________________
 DE9177  X           -       3,176.102 (meters)                     COMP
 DE9177  Y           -  -4,998,503.496 (meters)                     COMP
 DE9177  Z           -   3,948,668.231 (meters)                     COMP
 DE9177  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DE9177  ELLIP HEIGHT-         115.76  (meters)          (02/03/05) GPS OBS
 DE9177  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DE9177
 DE9177  HORZ ORDER  -  FIRST
 DE9177  ELLP ORDER  -  FOURTH    CLASS II
 DE9177
 DE9177.The horizontal coordinates were established by GPS observations
 DE9177.and adjusted by the National Geodetic Survey in January 2003..
 DE9177
 DE9177.The orthometric height was determined by GPS observations and a
 DE9177.high-resolution geoid model.
 DE9177
 DE9177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9177
 DE9177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9177
 DE9177.The ellipsoidal height was determined by GPS observations
 DE9177.and is referenced to NAD 83.
 DE9177
 DE9177.The geoid height was determined by GEOID03.
 DE9177
 DE9177;                    North         East     Units Scale Factor Converg.
 DE9177;SPC IL W     -   202,933.226   717,714.808   MT  0.99994504   +0 07 35.0
 DE9177;SPC IL W     -   665,790.09  2,354,702.67   sFT  0.99994504   +0 07 35.0
 DE9177;UTM  16      - 4,264,902.895   241,536.923   MT  1.00042276   -1 50 44.5
 DE9177;UTM  15      - 4,265,110.090   764,814.604   MT  1.00046370   +1 53 28.0
 DE9177
 DE9177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9177!SPC IL W     -   0.99998184  x   0.99994504  =   0.99992688
 DE9177!UTM  16      -   0.99998184  x   1.00042276  =   1.00040459
 DE9177!UTM  15      -   0.99998184  x   1.00046370  =   1.00044553
 DE9177
 DE9177|---------------------------------------------------------------------|
 DE9177| PID    Reference Object                     Distance      Geod. Az  |
 DE9177|                                                           dddmmss.s |
 DE9177| DE9178 BELLEVILLE AZI                      398.016 METERS 13319     |
 DE9177|---------------------------------------------------------------------|
 DE9177
 DE9177                          SUPERSEDED SURVEY CONTROL
 DE9177
 DE9177  ELLIP H (01/06/03)  115.81   (m)                       GP(       ) 3 2
 DE9177
 DE9177.Superseded values are not recommended for survey control.
 DE9177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9177.See file dsdata.txt to determine how the superseded data were derived.
 DE9177
 DE9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4153764903(NAD 83)
 DE9177_MARKER: A = ALUMINUM MARKER
 DE9177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9177_STAMPING: BELLEVILLE 1996
 DE9177_MARK LOGO: ILDT  
 DE9177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9177+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 DE9177
 DE9177  HISTORY     - Date     Condition        Report By
 DE9177  HISTORY     - 1996     MONUMENTED       ILDT
 DE9177  HISTORY     - 20060428 GOOD             INDIV
 DE9177
 DE9177                          STATION DESCRIPTION
 DE9177
 DE9177'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9177'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9177'STATION IS AT SE SIDE OF BELLEVILLE.  TO REACH STATION FROM IL ROUTE
 DE9177'158 AND IL ROUTE 13 AT SE SIDE OF BELLEVILLE, GO SW ON IL ROUTE 13 FOR
 DE9177'0.9 MI (1.4 KM) TO BELLEVILLE MAINTENANCE YARD GATE ON THE RIGHT, GO
 DE9177'THROUGH GATE TO CENTER OF YARD E OF PUMP ISLAND.  STATION IS 43.2 FEET
 DE9177'(13.2 M) E OF SE CORNER OF PUMP ISLAND, 42.8 FEET (13.0 M) NNE OF NW
 DE9177'CORNER OF BUILDING WITH GUARD RAIL, 3.3 FEET (1.0 M) S OF CONCRETE
 DE9177'WALL OF BLACK TOP BIN.  STATION IS FLUSH WITH GROUND.
 DE9177
 DE9177                          STATION RECOVERY (2006)
 DE9177
 DE9177'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MSS)
 DE9177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9178 ***********************************************************************
 DE9178  DESIGNATION -  BELLEVILLE AZI
 DE9178  PID         -  DE9178
 DE9178  STATE/COUNTY-  IL/ST CLAIR
 DE9178  USGS QUAD   -  FREEBURG (1990)
 DE9178
 DE9178                         *CURRENT SURVEY CONTROL
 DE9178  ___________________________________________________________________
 DE9178* NAD 83(1997)-  38 29 33.19334(N)    089 57 36.98709(W)     ADJUSTED  
 DE9178* NAVD 88     -       149.0    (meters)     489.     (feet)  GPS OBS   
 DE9178  ___________________________________________________________________
 DE9178  X           -       3,465.813 (meters)                     COMP
 DE9178  Y           -  -4,998,675.324 (meters)                     COMP
 DE9178  Z           -   3,948,456.164 (meters)                     COMP
 DE9178  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DE9178  ELLIP HEIGHT-         118.40  (meters)          (02/03/05) GPS OBS
 DE9178  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 DE9178
 DE9178  HORZ ORDER  -  FIRST
 DE9178  ELLP ORDER  -  FOURTH    CLASS II
 DE9178
 DE9178.The horizontal coordinates were established by GPS observations
 DE9178.and adjusted by the National Geodetic Survey in January 2003..
 DE9178
 DE9178.The orthometric height was determined by GPS observations and a
 DE9178.high-resolution geoid model.
 DE9178
 DE9178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9178
 DE9178.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9178
 DE9178.The ellipsoidal height was determined by GPS observations
 DE9178.and is referenced to NAD 83.
 DE9178
 DE9178.The geoid height was determined by GEOID03.
 DE9178
 DE9178;                    North         East     Units Scale Factor Converg.
 DE9178;SPC IL W     -   202,660.840   718,004.990   MT  0.99994517   +0 07 42.5
 DE9178;SPC IL W     -   664,896.44  2,355,654.70   sFT  0.99994517   +0 07 42.5
 DE9178;UTM  16      - 4,264,620.550   241,817.693   MT  1.00042097   -1 50 36.7
 DE9178;UTM  15      - 4,264,846.632   765,113.191   MT  1.00046565   +1 53 35.0
 DE9178
 DE9178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9178!SPC IL W     -   0.99998142  x   0.99994517  =   0.99992659
 DE9178!UTM  16      -   0.99998142  x   1.00042097  =   1.00040238
 DE9178!UTM  15      -   0.99998142  x   1.00046565  =   1.00044706
 DE9178
 DE9178|---------------------------------------------------------------------|
 DE9178| PID    Reference Object                     Distance      Geod. Az  |
 DE9178|                                                           dddmmss.s |
 DE9178| DE9177 BELLEVILLE                          398.016 METERS 31319     |
 DE9178|---------------------------------------------------------------------|
 DE9178
 DE9178                          SUPERSEDED SURVEY CONTROL
 DE9178
 DE9178  ELLIP H (01/06/03)  118.45   (m)                       GP(       ) 3 2
 DE9178
 DE9178.Superseded values are not recommended for survey control.
 DE9178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9178.See file dsdata.txt to determine how the superseded data were derived.
 DE9178
 DE9178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4181864621(NAD 83)
 DE9178_MARKER: A = ALUMINUM MARKER
 DE9178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9178_STAMPING: BELLEVILLE AZI 1996
 DE9178_MARK LOGO: ILDT  
 DE9178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9178+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2006
 DE9178
 DE9178  HISTORY     - Date     Condition        Report By
 DE9178  HISTORY     - 1996     MONUMENTED       ILDT
 DE9178  HISTORY     - 20060428 GOOD             INDIV
 DE9178
 DE9178                          STATION DESCRIPTION
 DE9178
 DE9178'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9178'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9178'STATION IS AT SW SIDE OF BELLEVILLE.  TO REACH STATION FROM IL ROUTE
 DE9178'158 AND IL ROUTE 13 AT SE SIDE OF BELLEVILLE, GO SW ON IL ROUTE 13 FOR
 DE9178'1.2 MI (1.9 KM) TO STATION ON THE RIGHT,WESTERLY SIDE OF IL ROUTE 13
 DE9178'ACROSS FROM DRIVE AT HOUSE NUMBER 2208.  STATION IS 30.8 FEET (9.4 M)
 DE9178'SW OF CENTERLINE OF IL ROUTE 13, 19.5 FEET (5.9 M) SW OF EDGE OF
 DE9178'PAVEMENT, 2.2 FEET (0.7 M) NE OF WITNESS POST.  STATION IS FLUSH WITH
 DE9178'GROUND.
 DE9178
 DE9178                          STATION RECOVERY (2006)
 DE9178
 DE9178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MSS)
 DE9178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1976 ***********************************************************************
 JB1976  DESIGNATION -  BELLEVILLE EAST BASE
 JB1976  PID         -  JB1976
 JB1976  STATE/COUNTY-  IL/ST CLAIR
 JB1976  USGS QUAD   -  LEBANON (1991)
 JB1976
 JB1976                         *CURRENT SURVEY CONTROL
 JB1976  ___________________________________________________________________
 JB1976* NAD 83(1997)-  38 31 58.03436(N)    089 48 22.08998(W)     ADJUSTED  
 JB1976* NAVD 88     -       131.2    (meters)     430.     (feet)  VERTCON   
 JB1976  ___________________________________________________________________
 JB1976  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 JB1976  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JB1976
 JB1976  HORZ ORDER  -  FIRST
 JB1976
 JB1976.The horizontal coordinates were established by classical geodetic methods
 JB1976.and adjusted by the National Geodetic Survey in October 1999..
 JB1976
 JB1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1976
 JB1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1976
 JB1976.The geoid height was determined by GEOID03.
 JB1976
 JB1976;                    North         East     Units Scale Factor Converg.
 JB1976;SPC IL W     -   207,168.184   731,434.014   MT  0.99995334   +0 13 28.6
 JB1976;SPC IL W     -   679,684.28  2,399,713.09   sFT  0.99995334   +0 13 28.6
 JB1976;UTM  16      - 4,268,664.668   255,399.755   MT  1.00033685   -1 44 56.3
 JB1976
 JB1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1976!SPC IL W     -   0.99998421  x   0.99995334  =   0.99993755
 JB1976!UTM  16      -   0.99998421  x   1.00033685  =   1.00032106
 JB1976
 JB1976:                Primary Azimuth Mark                     Grid Az
 JB1976:SPC IL W     -  NEW BADEN ST GEORGES CATH CH             086 50 09.1
 JB1976:UTM  16      -  NEW BADEN ST GEORGES CATH CH             088 48 34.0
 JB1976
 JB1976|---------------------------------------------------------------------|
 JB1976| PID    Reference Object                     Distance      Geod. Az  |
 JB1976|                                                           dddmmss.s |
 JB1976| JB1955 NEW BADEN ST GEORGES CATH CH        APPROX. 9.5 KM 0870337.7 |
 JB1976| JB1956 NEW BADEN MUNICIPAL TANK            APPROX. 9.3 KM 0875932.9 |
 JB1976| CI2972 BELLEVILLE EAST BASE RM 1           132.750 METERS 11636     |
 JB1976| JB1911 VENEDY CHURCH SPIRE                 APPROX.20.5 KM 1372038.6 |
 JB1976| JB1941 MASCOUTAH HOLY CHILDHOOD CH         APPROX. 4.8 KM 1644924.4 |
 JB1976| JB1942 MASCOUTAH WATER TANK                APPROX. 4.7 KM 1705534.2 |
 JB1976| JB1940 MASCOUTAH CONCRETE STACK            APPROX. 5.4 KM 1725931.7 |
 JB1976| CI2973 BELLEVILLE EAST BASE RM 2           250.000 METERS 18929     |
 JB1976| CI2974 BELLEVILLE EAST BASE RM 3            65.630 METERS 26548     |
 JB1976| JB1980 OFALLON MUNICIPAL TANK              APPROX.11.8 KM 3035214.5 |
 JB1976| JB1983 OFALLON ST CLAIRS CATH CH           APPROX.11.4 KM 3040915.7 |
 JB1976| JB1988 OFALLON INDEP ENGINEER CO TK        APPROX. 9.9 KM 3075012.8 |
 JB1976| JB1977 LEBANON MUNICIPAL TANK              APPROX. 7.9 KM 3585411.9 |
 JB1976|---------------------------------------------------------------------|
 JB1976
 JB1976                          SUPERSEDED SURVEY CONTROL
 JB1976
 JB1976  NAD 83(1986)-  38 31 58.05102(N)    089 48 22.08476(W) AD(       ) 1
 JB1976  NAD 27      -  38 31 57.87529(N)    089 48 21.73075(W) AD(       ) 1
 JB1976  NGVD 29 (07/19/86)  131.3    (m)          431.     (f) VERT ANG       
 JB1976
 JB1976.Superseded values are not recommended for survey control.
 JB1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1976.See file dsdata.txt to determine how the superseded data were derived.
 JB1976
 JB1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5540068665(NAD 83)
 JB1976_MARKER: DS = TRIANGULATION STATION DISK
 JB1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1976
 JB1976  HISTORY     - Date     Condition        Report By
 JB1976  HISTORY     - 1930     MONUMENTED       CGS
 JB1976  HISTORY     - 1948     GOOD             CGS
 JB1976  HISTORY     - 1961     GOOD             CGS
 JB1976
 JB1976                          STATION DESCRIPTION
 JB1976
 JB1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 JB1976'ABOUT 10 MILES NORTHEAST OF BELLEVILLE, 3 MILES NORTH OF MASCOUTAH
 JB1976'AND 5 MILES SOUTH
 JB1976'OF LEBANON ON LAND OWNED BY CHAS BASSLER OF MASCOUTAH.
 JB1976'
 JB1976'REACHED FROM MASCOUTAH BY FOLLOWING STATE HIGHWAY 150 FROM ITS
 JB1976'INTERSECTION WITH
 JB1976'STATE HIGHWAY 15, FOR 2.4 MILES NORTH, 0.75 MILE
 JB1976'WEST, AND 0.5 MILE NORTH TO THE STATION.
 JB1976'
 JB1976'STATION MARK IS ON A PASTURE LOT 19.85 METERS SOUTH OF SOUTH RAIL OF
 JB1976'SOUTHERN RAILWAY
 JB1976'TRACKS AND 78.3 METERS EAST OF CENTER LINE OF STATE
 JB1976'HIGHWAY 150.
 JB1976'
 JB1976'REFERENCE MARK NO 1 IS SOUTHEAST OF STATION AND AT THE NORTHEAST
 JB1976'CORNER OF A BARN.
 JB1976'
 JB1976'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF STATION AND IN THE
 JB1976'SOUTHWEST CORNER
 JB1976'OF THE PASTURE LOT ABOUT 15 METERS EAST OF THE
 JB1976'CENTER LINE OF THE HARD ROAD.
 JB1976'
 JB1976'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 JB1976
 JB1976                          STATION RECOVERY (1948)
 JB1976
 JB1976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 JB1976'DESCRIPTION IS ADEQUATE.
 JB1976
 JB1976                          STATION RECOVERY (1961)
 JB1976
 JB1976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1976'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 JB1976'CONDITION.  THE
 JB1976'DISTANCE TO REFERENCE MARK 1 DID NOT CHECK ORIGINAL
 JB1976'DESCRIPTION.  THE DIRECTION TO
 JB1976'REFERENCE MARK 1 AND 2 CHECKED.
 JB1976'REFERENCE MARK 3 WAS ESTABLISHED.  DUE TO
 JB1976'CHANGES, A COMPLETE NEW
 JB1976'DESCRIPTION FOLLOWS-
 JB1976'
 JB1976'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF BELLEVILLE, ABOUT 5.0
 JB1976'MILES SOUTH OF
 JB1976'LEBANON, ABOUT 3.0 MILES NORTH OF MASCOUTAH AND ON
 JB1976'LAND OWNED BY CHARLES BUCKLES
 JB1976'WHOM LIVES IN LEBANON.
 JB1976'
 JB1976'TO REACH FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE ROUTE 43 IN
 JB1976'THE SOUTHWEST EDGE
 JB1976'OF LEBANON, GO SOUTH ON STATE ROUTE 43 FOR 4.5
 JB1976'MILES TO A RAILROAD CROSSING, CROSS
 JB1976'TRACKS AND TURN LEFT (EAST) FOR
 JB1976'0.05 MILE TO STATION IN PASTURE BETWEEN RAILROAD
 JB1976'TRACKS AND DRIVEWAY
 JB1976'AS DESCRIBED.
 JB1976'
 JB1976'STATION MARK IS A STANDARD STATION DISK STAMPED BELLEVILLE E BASE
 JB1976'1930, IS SET IN
 JB1976'THE TOP OF A 14 INCH SQUARE CONCRETE POST WHICH
 JB1976'PROJECTS ABOUT 3 INCHES.  THE MARK
 JB1976'IS 61.3 FEET NORTH OF THE CENTER
 JB1976'OF DRIVEWAY, 50 FEET NORTH OF THE FENCE AND 40.5 FEET
 JB1976'SOUTH OF A
 JB1976'TELEGRAPH POLE.
 JB1976'
 JB1976'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED BELLEVILLE E
 JB1976'BASE NO 1 1930, IS
 JB1976'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST
 JB1976'WHICH IS SET FLUSH WITH THE SURFACE
 JB1976'OF THE GROUND.  THE MARK IS 84
 JB1976'FEET SOUTH OF THE CENTER OF THE DRIVEWAY, 63.5 FEET
 JB1976'WEST OF A 36 INCH
 JB1976'TREE, 38.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A SHED AND 3
 JB1976'FEET
 JB1976'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF BARN.
 JB1976'
 JB1976'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED BELLEVILLE E
 JB1976'BASE NO 2 1930, IS
 JB1976'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST
 JB1976'WHICH PROJECTS ABOUT 3 INCHES.  THE
 JB1976'MARK IS 41 FEET EAST OF THE
 JB1976'CENTER OF STATE ROUTE 43, 3 FEET NORTHEAST OF A
 JB1976'CONCRETE RIGHT-OF-WAY
 JB1976'MARKER, 1.5 FEET EAST OF A POWER POLE AND 1 FOOT NORTH OF THE
 JB1976'WITNESS POST.
 JB1976'
 JB1976'REFERENCE MARK 3 IS A STANDARD REFERENCE DISK STAMPED BELLEVILLE E
 JB1976'BASE NO 3 1930, IS
 JB1976'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 JB1976'WHICH PROJECTS ABOUT 2 INCHES.  THE
 JB1976'MARK IS 51 FEET SOUTH OF THE
 JB1976'SOUTH RAIL OF THE RAILROAD TRACKS, 41.5 FEET EAST OF
 JB1976'THE CENTER OF
 JB1976'STATE ROUTE 43, 9 FEET NORTH OF THE CENTER OF DRIVEWAY AND 3 FEET
 JB1976'EAST OF A POWER POLE.
 JB1976'
 JB1976'TO REACH RM NO 2 (AZIMUTH MARK) FROM STATION, GO WEST 0.05 MILE TO
 JB1976'STATE ROUTE 43,
 JB1976'TURN LEFT GO SOUTH 0.2 MILE TO RM NO 2 ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1987 ***********************************************************************
 JB1987  DESIGNATION -  BELLEVILLE TALL BLDG AIR BCN
 JB1987  PID         -  JB1987
 JB1987  STATE/COUNTY-  IL/ST CLAIR
 JB1987  USGS QUAD   -  O'FALLON (1991)
 JB1987
 JB1987                         *CURRENT SURVEY CONTROL
 JB1987  ___________________________________________________________________
 JB1987* NAD 83(1997)-  38 31 48.28022(N)    089 58 16.37380(W)     ADJUSTED  
 JB1987* NAVD 88     -                                                        
 JB1987  ___________________________________________________________________
 JB1987  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 JB1987  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB1987
 JB1987  HORZ ORDER  -  THIRD
 JB1987
 JB1987.The horizontal coordinates were established by classical geodetic methods
 JB1987.and adjusted by the National Geodetic Survey in October 1999..
 JB1987
 JB1987
 JB1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1987
 JB1987.The geoid height was determined by GEOID03.
 JB1987
 JB1987;                    North         East     Units Scale Factor Converg.
 JB1987;SPC IL W     -   206,823.928   717,041.707   MT  0.99994475   +0 07 18.3
 JB1987;SPC IL W     -   678,554.84  2,352,494.33   sFT  0.99994475   +0 07 18.3
 JB1987;UTM  16      - 4,268,816.339   240,997.904   MT  1.00042619   -1 51 06.7
 JB1987;UTM  15      - 4,268,980.206   764,021.553   MT  1.00045852   +1 53 16.1
 JB1987
 JB1987                          SUPERSEDED SURVEY CONTROL
 JB1987
 JB1987  NAD 83(1986)-  38 31 48.29733(N)    089 58 16.36836(W) AD(       ) 4
 JB1987  NAD 27      -  38 31 48.12000(N)    089 58 15.99000(W) AD(       ) 3
 JB1987
 JB1987.Superseded values are not recommended for survey control.
 JB1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1987.See file dsdata.txt to determine how the superseded data were derived.
 JB1987
 JB1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4099868816(NAD 83)
 JB1987_MARKER: 21 = AIRPORT BEACON
 JB1987
 JB1987  HISTORY     - Date     Condition        Report By
 JB1987  HISTORY     - 1930     FIRST OBSERVED   CGS
 JB1987
 JB1987                          STATION DESCRIPTION
 JB1987
 JB1987'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1982 ***********************************************************************
 JB1982  DESIGNATION -  BELLEVILLE WEST BASE
 JB1982  PID         -  JB1982
 JB1982  STATE/COUNTY-  IL/ST CLAIR
 JB1982  USGS QUAD   -  O'FALLON (1991)
 JB1982
 JB1982                         *CURRENT SURVEY CONTROL
 JB1982  ___________________________________________________________________
 JB1982* NAD 83(1997)-  38 32 01.80418(N)    089 52 59.18845(W)     ADJUSTED  
 JB1982* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 JB1982  ___________________________________________________________________
 JB1982  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JB1982  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1982
 JB1982  HORZ ORDER  -  FIRST
 JB1982
 JB1982.The horizontal coordinates were established by classical geodetic methods
 JB1982.and adjusted by the National Geodetic Survey in October 1999..
 JB1982
 JB1982.The orthometric height was scaled from a topographic map.
 JB1982
 JB1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1982
 JB1982.The geoid height was determined by GEOID03.
 JB1982
 JB1982;                    North         East     Units Scale Factor Converg.
 JB1982;SPC IL W     -   207,260.922   724,722.608   MT  0.99994870   +0 10 35.9
 JB1982;SPC IL W     -   679,988.54  2,377,694.09   sFT  0.99994870   +0 10 35.9
 JB1982;UTM  16      - 4,268,988.621   248,692.801   MT  1.00037782   -1 47 49.4
 JB1982
 JB1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1982!SPC IL W     -   0.99998191  x   0.99994870  =   0.99993061
 JB1982!UTM  16      -   0.99998191  x   1.00037782  =   1.00035972
 JB1982
 JB1982:                Primary Azimuth Mark                     Grid Az
 JB1982:SPC IL W     -  LEBANON COLLEGE CHAPEL SPIRE             035 44 47.9
 JB1982:UTM  16      -  LEBANON COLLEGE CHAPEL SPIRE             037 43 13.2
 JB1982
 JB1982|---------------------------------------------------------------------|
 JB1982| PID    Reference Object                     Distance      Geod. Az  |
 JB1982|                                                           dddmmss.s |
 JB1982| JB1978 LEBANON COLLEGE CHAPEL SPIRE        APPROX.10.0 KM 0355523.8 |
 JB1982| JB1977 LEBANON MUNICIPAL TANK              APPROX.10.2 KM 0395740.8 |
 JB1982| JB1955 NEW BADEN ST GEORGES CATH CH        APPROX.16.2 KM 0883847.9 |
 JB1982| JB1956 NEW BADEN MUNICIPAL TANK            APPROX.16.0 KM 0891242.1 |
 JB1982| JB1941 MASCOUTAH HOLY CHILDHOOD CH         APPROX. 9.3 KM 1204110.0 |
 JB1982| JB1942 MASCOUTAH WATER TANK                APPROX. 8.9 KM 1223500.2 |
 JB1982| JB1940 MASCOUTAH CONCRETE STACK            APPROX. 9.2 KM 1263646.3 |
 JB1982| CI2975 BELLEVILLE WEST BASE RM 1             5.860 METERS 16716     |
 JB1982| JB1991 CHURCH SPIRE EAST BELLEVILLE        APPROX. 9.5 KM 2541743.3 |
 JB1982| CI2976 BELLEVILLE WEST BASE RM 2             4.240 METERS 25648     |
 JB1982| JB1986 WATER TK HALF MI N BELLEVILLE       APPROX. 7.8 KM 2601749.4 |
 JB1982| JB1987 BELLEVILLE TALL BLDG AIR BCN        APPROX. 7.7 KM 2665513.4 |
 JB1982| JB1981 STACK 2 MI W BELLEVILLE WB          APPROX. 3.7 KM 2693059.0 |
 JB1982| JB1989 SHILOH METHODIST CHURCH SPIRE       APPROX. 3.1 KM 3351641.2 |
 JB1982|---------------------------------------------------------------------|
 JB1982
 JB1982                          SUPERSEDED SURVEY CONTROL
 JB1982
 JB1982  NAD 83(1986)-  38 32 01.82101(N)    089 52 59.18304(W) AD(       ) 1
 JB1982  NAD 27      -  38 32 01.64200(N)    089 52 58.82100(W) AD(       ) 1
 JB1982
 JB1982.Superseded values are not recommended for survey control.
 JB1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1982.See file dsdata.txt to determine how the superseded data were derived.
 JB1982
 JB1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4869368989(NAD 83)
 JB1982_MARKER: DS = TRIANGULATION STATION DISK
 JB1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1982
 JB1982  HISTORY     - Date     Condition        Report By
 JB1982  HISTORY     - 1930     MONUMENTED       CGS
 JB1982  HISTORY     - 1934     GOOD             CGS
 JB1982  HISTORY     - 1948     GOOD             CGS
 JB1982  HISTORY     - 1970     GOOD             ILDT
 JB1982
 JB1982                          STATION DESCRIPTION
 JB1982
 JB1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 JB1982'ABOUT 6 MILES EAST BY NORTH OF BELLEVILLE, 2 MILES SOUTHEAST OF
 JB1982'SHILOH, 1 MILE
 JB1982'EAST OF SHILOH RAILROAD STATION AND 1 MILE WEST OF
 JB1982'MAIN ENTRANCE TO SCOTT FIELD, IN
 JB1982'A VACANT PLOT OF GROUND LYING
 JB1982'BETWEEN THE COUNTY ROAD AND THE SOUTHERN RAILWAY.
 JB1982'STATION IS 13.7
 JB1982'METERS SOUTH OF TRACK, 14.9 METERS WEST OF WEST SIDE OF VIADUCT OVER
 JB1982'TRACK, AND 10.0
 JB1982'METERS NORTH BY EAST OF CURVE IN ROAD LEADING WEST
 JB1982'SOUTH OF THE TRACK.
 JB1982'
 JB1982'REFERENCE MARK NO 1 IS SOUTH BY 0.5 EAST OF STATION, 5.2 METERS WEST
 JB1982'OF ROAD, 2.1
 JB1982'METERS NORTH OF TELEPHONE POST NO 18000 AND 4.1 METERS
 JB1982'SOUTH OF CORNER OF FENCE.
 JB1982'
 JB1982'REFERENCE MARK NO 2 IS WEST BY SOUTH OF STATION, 5.8 METERS SOUTH OF
 JB1982'ROAD, 1 FOOT NORTH
 JB1982'OF EAST-WEST FENCE AND 13.6 METERS EAST OF CORNER
 JB1982'OF FENCE.
 JB1982'
 JB1982'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 JB1982
 JB1982                          STATION RECOVERY (1934)
 JB1982
 JB1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JB1982'ALL MARKS RECOVERED IN GOOD CONDITION.  THIS STATION IS LOCATED ABOUT
 JB1982'1.0 MILE WEST OF
 JB1982'SCOTT FIELD, ABOUT 6.0 MILES EAST OF BELLEVILLE, 2.6
 JB1982'MILES BY ROAD SOUTH AND EAST OF
 JB1982'SHILOH ON THE SOUTH SIDE OF THE
 JB1982'SOUTHERN RAILWAY TRACKS.  THE MARK IS SET ON THE RAILROAD.
 JB1982'RIGHT-OF-WAY BETWEEN THE TRACKS AND THE ROAD, JUST WEST OF HIGHWAY
 JB1982'BRIDGE OVER THE TRACKS.
 JB1982'
 JB1982'TO REACH FROM VILLAGE OF SHILOH, GO WEST TO WEST EDGE OF TOWN AND
 JB1982'SMALL FILLING
 JB1982'STATION (CONOCO) ON SOUTH SIDE OF ROAD, TURN LEFT
 JB1982'(SOUTH) AND GO 1.7 MILES ON
 JB1982'MACADAM ROAD TO SHILOH STATION, CROSS
 JB1982'TRACKS AND TURN LEFT (EAST) AND GO 0.9 MILE
 JB1982'ALONG SOUTH SIDE OF
 JB1982'RAILROAD TO STATION AT BRIDGE.  STATION IS JUST WEST OF THE
 JB1982'BRIDGE BETWEEN
 JB1982'RAILROAD AND ROAD.
 JB1982'
 JB1982'FIFTY-FOOT LIGHT STAND USED.  STATION BERGER WAS VISIBLE AT A HEIGHT
 JB1982'OF TEN FEET, WHILE
 JB1982'STATION SHILOH WAS VISIBLE FROM THE GROUND.
 JB1982'STATIONS BERGER AND SHILOH WERE
 JB1982'NINETY-FOOT TOWERS.
 JB1982
 JB1982                          STATION RECOVERY (1948)
 JB1982
 JB1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 JB1982'DESCRIPTION IS ADEQUATE.
 JB1982
 JB1982                          STATION RECOVERY (1970)
 JB1982
 JB1982'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DRR)
 JB1982'BELLEVILLE WEST BASE 1930 RECOVERED GOOD.
 JB1982'
 JB1982'BELLEVILLE WEST BASE NO 1 1930 RECOVERED GOOD.
 JB1982'
 JB1982'BELLEVILLE WEST BASE NO 2 1930 RECOVERED GOOD.
 JB1982'
 JB1982'STATION DESCRIPTION IS ADEQUATE.  FENCE USED AS A REFERENCE FOR
 JB1982'R.M. NO. 1 HAS BEEN REMOVED.  EAST-WEST FENCE AND FENCE CORNER USED
 JB1982'AS REFERENCES FOR R.M. NO. 2 HAVE BEEN REMOVED.  R.M. NO. 2 NOW
 JB1982'PROJECTS ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0351 ***********************************************************************
 LC0351  DESIGNATION -  BELLINGER
 LC0351  PID         -  LC0351
 LC0351  STATE/COUNTY-  IL/CHAMPAIGN
 LC0351  USGS QUAD   -  RISING (1975)
 LC0351
 LC0351                         *CURRENT SURVEY CONTROL
 LC0351  ___________________________________________________________________
 LC0351* NAD 83(1997)-  40 10 53.42519(N)    088 19 05.22338(W)     ADJUSTED  
 LC0351* NAVD 88     -       260.581  (meters)     854.92   (feet)  ADJUSTED  
 LC0351  ___________________________________________________________________
 LC0351  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 LC0351  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0351  DYNAMIC HT  -         260.450 (meters)     854.49  (feet)  COMP
 LC0351  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 LC0351
 LC0351  HORZ ORDER  -  FIRST
 LC0351  VERT ORDER  -  SECOND    CLASS 0
 LC0351
 LC0351.The horizontal coordinates were established by classical geodetic methods
 LC0351.and adjusted by the National Geodetic Survey in October 1999..
 LC0351
 LC0351.The orthometric height was determined by differential leveling
 LC0351.and adjusted by the National Geodetic Survey in June 1991..
 LC0351
 LC0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0351
 LC0351.The geoid height was determined by GEOID03.
 LC0351
 LC0351.The dynamic height is computed by dividing the NAVD 88
 LC0351.geopotential number by the normal gravity value computed on the
 LC0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0351.degrees latitude (g = 980.6199 gals.).
 LC0351
 LC0351.The modeled gravity was interpolated from observed gravity values.
 LC0351
 LC0351;                    North         East     Units Scale Factor Converg.
 LC0351;SPC IL E     -   390,153.799   301,295.850   MT  0.99997502   +0 00 35.3
 LC0351;SPC IL E     - 1,280,029.59    988,501.47   sFT  0.99997502   +0 00 35.3
 LC0351;UTM  16      - 4,448,735.960   387,782.669   MT  0.99975502   -0 51 02.0
 LC0351
 LC0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0351!SPC IL E     -   0.99996415  x   0.99997502  =   0.99993917
 LC0351!UTM  16      -   0.99996415  x   0.99975502  =   0.99971918
 LC0351
 LC0351:                Primary Azimuth Mark                     Grid Az
 LC0351:SPC IL E     -  RISING TEX ILL GAS PLINE W MST           006 37 16.2
 LC0351:UTM  16      -  RISING TEX ILL GAS PLINE W MST           007 28 53.5
 LC0351
 LC0351|---------------------------------------------------------------------|
 LC0351| PID    Reference Object                     Distance      Geod. Az  |
 LC0351|                                                           dddmmss.s |
 LC0351| LC1757 RISING TEX ILL GAS PLINE W MST      APPROX. 0.6 KM 0063751.5 |
 LC0351| LC1729 RANTOUL MUNICIPAL TANK              APPROX.19.8 KM 0425159.2 |
 LC0351| LC1752 CHAMPAIGN SMITH ICE PLANT STK       APPROX. 8.7 KM 1160055.8 |
 LC0351| LC1740 CHAMPAIGN CCC AND ST L RR STK       APPROX.12.6 KM 1255022.0 |
 LC0351| LC1754 CHAMPAIGN N ILL WTR CORP TANK       APPROX. 8.5 KM 1290534.2 |
 LC0351| LC1742 CHAMPAIGN ST MARYS CATH CH          APPROX.10.4 KM 1331403.0 |
 LC0351| LC1738 CHAMPAIGN CITY RAILROAD STACK       APPROX. 9.2 KM 1342429.5 |
 LC0351| LC1749 CHAMPAIGN U ILL HEAT PLT N STK      APPROX.11.0 KM 1342846.9 |
 LC0351| LC1748 CHAMPAIGN U ILL HEAT PLT S STK      APPROX.11.0 KM 1343440.8 |
 LC0351| LC1741 CHAMPAIGN U ILL LAW C STEEPLE       APPROX.11.1 KM 1361144.0 |
 LC0351| LC1755 RISING ILL BELL TEL CO RAD TWR      APPROX. 2.7 KM 1361319.8 |
 LC0351| LC1758 BELLINGER RM 2                      425.838 METERS 2223620.5 |
 LC0351| LC0349 BELLINGER AZ MK                     APPROX. 0.5 KM 2630910.1 |
 LC0351| LC1756 BELLINGER RM 1                      273.749 METERS 27543     |
 LC0351| LC0350 BELLINGER RM 3                                     30716     |
 LC0351|---------------------------------------------------------------------|
 LC0351
 LC0351                          SUPERSEDED SURVEY CONTROL
 LC0351
 LC0351  NAD 83(1997)-  40 10 53.42625(N)    088 19 05.22278(W) AD(       ) 1
 LC0351  NAD 83(1986)-  40 10 53.43367(N)    088 19 05.21860(W) AD(       ) 1
 LC0351  NAD 27      -  40 10 53.31620(N)    088 19 05.02660(W) AD(       ) 1
 LC0351  NGVD 29 (??/??/92)  260.619  (m)          855.05   (f) ADJ UNCH    2 0
 LC0351
 LC0351.Superseded values are not recommended for survey control.
 LC0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0351.See file dsdata.txt to determine how the superseded data were derived.
 LC0351
 LC0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8778348736(NAD 83)
 LC0351_MARKER: DS = TRIANGULATION STATION DISK
 LC0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0351_STAMPING: BELLINGER 1934
 LC0351_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0351+STABILITY: SURFACE MOTION
 LC0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0351+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1999
 LC0351
 LC0351  HISTORY     - Date     Condition        Report By
 LC0351  HISTORY     - 1934     MONUMENTED       CGS
 LC0351  HISTORY     - 1954     MARK NOT FOUND   USGS
 LC0351  HISTORY     - 1959     GOOD             CGS
 LC0351  HISTORY     - 1959     GOOD             NGS
 LC0351  HISTORY     - 1973     MARK NOT FOUND   NGS
 LC0351  HISTORY     - 1980     GOOD             NGS
 LC0351  HISTORY     - 19991029 GOOD             BCA
 LC0351  HISTORY     - 20001229 GOOD             ZAMBRA
 LC0351
 LC0351                          STATION DESCRIPTION
 LC0351
 LC0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC0351'STATION IS ABOUT 5 MILES E OF MAHOMET, ABOUT 6-1/2 MILES
 LC0351'NW OF CHAMPAIGN, 1.15 MILES N OF STATE HIGHWAY 39, AND 0.35
 LC0351'MILE E OF A SECTION LINE ROAD, IN THE NE 1/4 SEC. 20, T. 20 N.,
 LC0351'R. 8 E.  IT IS IN A CULTIVATED FIELD ON TOP OF THE HIGHEST
 LC0351'HILL IN THE VICINITY.  THERE ARE NO NEARBY TREES OR OTHER OBJECTS
 LC0351'TO WHICH THE STATION CAN BE REFERENCED.  DIRECTIONS WERE
 LC0351'OBSERVED TO THREE OBJECTS TO FACILITATE LOCATING THE STATION.
 LC0351'THE SURFACE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 LC0351'
 LC0351'TO REACH THE STATION FROM MAHOMET, GO SE ON STATE HIGHWAY
 LC0351'39 FOR 4.7 MILES TO T-ROAD N, THENCE N 1.15 MILES TO TOP
 LC0351'OF HILL (JUST N OF AZIMUTH MARK), THENCE E THROUGH FIELD
 LC0351'FOR 0.35 MILE TO STATION AT THE TOP OF THE HILL.
 LC0351'
 LC0351'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC0351'BRONZE DISKS SET IN CONCRETE.
 LC0351'
 LC0351'REFERENCE MARK NO. 1 IS WNW OF THE STATION, NEAR THE NE CORNER
 LC0351'OF A PASTURE.  IT IS ABOUT 1/4 MILE E OF THE ROAD, 1 FOOT
 LC0351'W OF THE FENCE ALONG THE E SIDE OF THE PASTURE, AND 27 FEET
 LC0351'S OF THE NE CORNER OF THE PASTURE.  THE MARK PROJECTS 12 INCHES.
 LC0351'
 LC0351'REFERENCE MARK NO. 2 IS SW OF THE STATION, NEAR THE SE CORNER
 LC0351'OF THE PASTURE, ABOUT 1/4 MILE E OF THE ROAD, 1 FOOT W OF
 LC0351'THE FENCE ALONG THE E SIDE OF THE PASTURE, AND 27.5 FEET
 LC0351'N OF THE SE CORNER OF THE PASTURE.  THE MARK PROJECTS 12 INCHES.
 LC0351'
 LC0351'AZIMUTH MARK IS W OF THE STATION, ON THE RIGHT-OF-WAY OF THE
 LC0351'ROAD AT A POINT WHERE ROAD PASSES THROUGH CUT ON SOUTH SIDE
 LC0351'OF HILL, 1 FOOT W OF THE RIGHT-OF-WAY FENCE, 15 FEET E OF THE
 LC0351'CENTER LINE OF THE ROAD, AND 250 FEET SE OF A LARGE HOUSE
 LC0351'ON THE W SIDE OF THE ROAD.  THE MARK PROJECTS 6 INCHES.
 LC0351'
 LC0351'A 10-FOOT STAND WILL CLEAR ALL LINES EXCEPT THAT TO ILLINOIS,
 LC0351'WHICH WILL REQUIRE 37 FEET.
 LC0351
 LC0351                          STATION RECOVERY (1954)
 LC0351
 LC0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LC0351'DESCRIPTION INADEQUATE, CHAINED FROM REFERENCE MARKS TO DESCRIBED
 LC0351'POSITION AND DUG FOR 4 HOURS BUT FAILED TO LOCATE STATION.
 LC0351
 LC0351                          STATION RECOVERY (1959)
 LC0351
 LC0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0351'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LC0351'TO BE IN GOOD CONDITION.  THE DIRECTION TO ALL MARKS CHECKED.
 LC0351'A DIFFERENCE WAS MEASURED TO REFERENCE MARK NO. 1 AND REFERENCE
 LC0351'MARK NO. 2.  REFERENCE MARK NUMBER 3 WAS ESTABLISHED TO
 LC0351'REPLACE REFERENCE MARK NO. 1 THAT WAS DESTROYED BECAUSE IT
 LC0351'WAS A CULITVATING HAZARD.
 LC0351'
 LC0351'A NEW TO REACH FOLLOWS--
 LC0351'
 LC0351'TO REACH THE STATION FROM THE OVERPASS AT JUNCTION INTERSTATE
 LC0351'HIGHWAY 74 (U.S. HIGHWAY 150) AND U.S. HIGHWAY 45 AT THE
 LC0351'NORTHEAST EDGE OF URBANA, GO WEST ON U.S. HIGHWAY 150 FOR
 LC0351'7.8 MILES TO SIDE ROAD RIGHT.  TURN RIGHT, GO NORTH ON SURFACED
 LC0351'ROAD FOR 1.15 MILES TO DRIVEWAY TO FARM BUILDING ON RIGHT.
 LC0351'CONTINUE NORTH ON SURFACED ROAD FOR 0.1 MILE TO WIRE GATE
 LC0351'AND EASTWEST FENCE ON RIGHT.  TURN RIGHT AND FOLLOW TO THE
 LC0351'SOUTH SIDE OF FENCE FOR 0.3 MILE TO A LARGE ROCK.  STATION
 LC0351'IS APPROXIMATELY 400 FEET SOUTHEAST ON HIGHEST GROUND IN
 LC0351'FIELD.
 LC0351'
 LC0351'REFERENCE MARK NUMBER 3, A STANDARD REFERENCE MARK DISK STAMPED
 LC0351'BELLINGER R.M. 3 1934, IS SET IN A 12 INCH SQUARE CONCRETE
 LC0351'POST WHICH PROJECTS ABOUT 8 INCHES.  THE MARK IS 30 PACES
 LC0351'EAST OF A LARGE ROCK AND 1 FOOT SOUTH OF FENCE.
 LC0351
 LC0351                          STATION RECOVERY (1959)
 LC0351
 LC0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LC0351'6.5 MI E FROM MAHOMET.
 LC0351'ABOUT 0.15 MILE NORTH ALONG WALNUT STREET FROM THE NEW YORK
 LC0351'CENTRAL RAILROAD STATION AT MAHOMET, THENCE 4.9 MILES EAST ALONG
 LC0351'U.S. HIGHWAY 150, THENCE 1.05 MILES NORTH ALONG AN ASPHALT ROAD,
 LC0351'THENCE EAST PASSING ALONG THE SOUTH SIDE OF A BARN FOR 0.15 MILE
 LC0351'TO A BOARD GATE, THENCE 0.2 MILE EAST ALONG AN EAST-WEST FENCE
 LC0351'LINE TO THE HIGHEST PART OF THE HILL AT THE FENCE LINE AND TWO
 LC0351'FENCE POSTS WITH TRIANGULAR BLAZES, THENCE 0.05 MILES SOUTH
 LC0351'ALONG A FIELD TO THE HIGHEST PART OF THE HILL, 223.5 FEET SOUTH
 LC0351'OF THE EAST-WEST FENCE LINE, 227 FEET SOUTH-SOUTHWEST OF A
 LC0351'TRIANGULAR BLAZED FENCE POST, 241 FEET SOUTH-SOUTHEAST OF A
 LC0351'TRIANGULAR BLAZED FENCE POST, 6 FEET SOUTH OF THE EXTENDED
 LC0351'SOUTH FACE OF A LARGE WHITE BARN WITH A CUPOLA WEST OF THE
 LC0351'STATION, 9 FEET NORTH OF THE EXTENDED EAST-WEST FENCE LINE WEST
 LC0351'OF THE STATION, SET IN THE TOP OF A CONCRETE POST 18 INCHES
 LC0351'UNDERGROUND.
 LC0351
 LC0351                          STATION RECOVERY (1973)
 LC0351
 LC0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0351'MARK NOT FOUND.
 LC0351
 LC0351                          STATION RECOVERY (1980)
 LC0351
 LC0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LC0351'STATION MARK, RM 2, 3 AND THE AZIMUTH MARK FOUND IN GOOD
 LC0351'CONDITION.  REFERENCE MARK 2 WAS IN THE WAY OF FARMING OPERATIONS AND
 LC0351'WAS REMOVED AFTER ESTABLISHING RM 4.  THE DIRECTION TO THE MARKS
 LC0351'CHECKED.  RM 3 DISTANCE CHECKED.  RM 2 WAS NOT MEASURED DUE TO WET
 LC0351'FIELDS AND TOO FAR TO PACK.  THE DIRECTION CHAMPAIGN, NORTHERN
 LC0351'ILLINOIS CORP. WATER TANK TO RISING, ILLINOIS BELL TELEPHONE CO RADIO
 LC0351'TOWER CHECKED.  THE AZ MK WAS NOT VISIBLE AT GROUND LEVEL, BLOCKED
 LC0351'LINE OF SIGHT BY TREES.
 LC0351'
 LC0351'STATION IS ABOUT 5 MILES NW OF CHAMPAIGN ON A HIGH AND PROMINENT HILL
 LC0351'ON PROPERTY OF A MRS Z M GRAHAM.  PHONE NO 217 356 6626 AND RESIDES AT
 LC0351'815 W UNIVERSITY AVE. CHAMPAIGN, ILLINOIS.
 LC0351'
 LC0351'TO REACH STATION FROM INTERSECTION OF INTERSTATE HIGHWAY 57 AND
 LC0351'U.S. HIGHWAY 150 AT THE NW EDGE OF CHAMPAIGN.  GO W ON HIGHWAY 150 OR
 LC0351'THE BLOOMINGTON ROAD WHICH IT IS LOCALLY CALLED FOR 2.55 MILES TO A
 LC0351'SIDE ROAD RIGHT.  TURN RIGHT, GO N ON PAVED ROAD FOR 1.1 MILE TO A
 LC0351'DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  TURN RIGHT
 LC0351'AND GO E ON DRIVEWAY AND FIELD ROAD FOLLOWING A POWER LINE FOR 0.35
 LC0351'MILE TO TOP OF HILL AT A RED AND WHITE RADIO ANTENNA, AND SMALL
 LC0351'BUILDING AND THE STATION AS DESCRIBED.
 LC0351'
 LC0351'STATION MARKS ARE STANDARD DISKS, STAMPED---BELLINGER 1934---.  THE
 LC0351'TOP MARK IS 224 FT S OF FENCE LINE, 269.1 FT NNW OF N LEG OF RADIO
 LC0351'ANTENNA, 274.2 FT NNW OF NW CORNER OF SMALL BUILDING, 277.7 FT NNW OF
 LC0351'NE CORNER OF SMALL BUILDING AND 107 FT NW OF N ANCHOR OF GUY WIRE TO
 LC0351'THE ANTENNA.  THE MARK IS UNDERGROUND 10 INCHES.
 LC0351'
 LC0351'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BELLINGER NO 3
 LC0351'1934---.  IT IS 88 FT E OF A LARGE BOULDER AND 1 FT S OF FENCE
 LC0351'LINE.  THE MARK PROJECTS 6 INCHES.
 LC0351'
 LC0351'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---BELLINGER 1934 NO 4
 LC0351'1980---.  IT IS CEMENTED IN A DRILL HOLE OF THE CONCRETE ANCHOR BASE
 LC0351'OF THE ANTENNA AND NEAR THE NW CORNER OF BASE.
 LC0351'
 LC0351'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK,
 LC0351'STAMPED---BELLINGER 1934 AZIMUTH---.  IT IS 183 FT N OF CENTER LINE OF
 LC0351'DRIVEWAY, 81 FT NW OF NW CORNER OF HOUSE, 28 FT E OF CENTER LINE OF
 LC0351'ROAD AND 18 FT S OF A POWER LINE POLE.  THE MARK PROJECTS 8 INCHES.
 LC0351
 LC0351                          STATION RECOVERY (1999)
 LC0351
 LC0351'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1999 (CEW)
 LC0351'NEW DECRIPTION AS FOLLOWS. STATION IS NO LONGER IN CULTIVATED FIELD -
 LC0351'FARMER PLANTS AROUND IT.  220.2 FT S. OF THE CENTERLINE OF T.R. 2050
 LC0351'N. 40.1 FT W. OF W. EDGE GRAVEL DRIVE.  162.8 FT SW OF A UTILITY POLE.
 LC0351'133.3 FT NW OF THE NW CORNER OF A CHAIN LINK FENCE AROUND AN OLD
 LC0351'ANCHOR.
 LC0351
 LC0351                          STATION RECOVERY (2000)
 LC0351
 LC0351'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC0351'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC0351'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC0351'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0349 ***********************************************************************
 LC0349  DESIGNATION -  BELLINGER AZ MK
 LC0349  PID         -  LC0349
 LC0349  STATE/COUNTY-  IL/CHAMPAIGN
 LC0349  USGS QUAD   -  RISING (1975)
 LC0349
 LC0349                         *CURRENT SURVEY CONTROL
 LC0349  ___________________________________________________________________
 LC0349* NAD 83(1997)-  40 10 51.34123(N)    088 19 27.84337(W)     ADJUSTED  
 LC0349* NAVD 88     -       250.807  (meters)     822.86   (feet)  ADJUSTED  
 LC0349  ___________________________________________________________________
 LC0349  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LC0349  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0349  DYNAMIC HT  -         250.681 (meters)     822.44  (feet)  COMP
 LC0349  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 LC0349
 LC0349  HORZ ORDER  -  SECOND
 LC0349  VERT ORDER  -  SECOND    CLASS 0
 LC0349
 LC0349.The horizontal coordinates were established by classical geodetic methods
 LC0349.and adjusted by the National Geodetic Survey in October 1999..
 LC0349
 LC0349.The orthometric height was determined by differential leveling
 LC0349.and adjusted by the National Geodetic Survey in June 1991..
 LC0349
 LC0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0349
 LC0349.The geoid height was determined by GEOID03.
 LC0349
 LC0349.The dynamic height is computed by dividing the NAVD 88
 LC0349.geopotential number by the normal gravity value computed on the
 LC0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0349.degrees latitude (g = 980.6199 gals.).
 LC0349
 LC0349.The modeled gravity was interpolated from observed gravity values.
 LC0349
 LC0349;                    North         East     Units Scale Factor Converg.
 LC0349;SPC IL E     -   390,089.451   300,760.736   MT  0.99997501   +0 00 20.7
 LC0349;SPC IL E     - 1,279,818.47    986,745.85   sFT  0.99997501   +0 00 20.7
 LC0349;UTM  16      - 4,448,679.666   387,246.766   MT  0.99975650   -0 51 16.6
 LC0349
 LC0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0349!SPC IL E     -   0.99996568  x   0.99997501  =   0.99994070
 LC0349!UTM  16      -   0.99996568  x   0.99975650  =   0.99972219
 LC0349
 LC0349                          SUPERSEDED SURVEY CONTROL
 LC0349
 LC0349  NAD 83(1997)-  40 10 51.34234(N)    088 19 27.84274(W) AD(       ) 2
 LC0349  NAD 83(1986)-  40 10 51.34968(N)    088 19 27.83849(W) AD(       ) 2
 LC0349  NAD 27      -  40 10 51.23000(N)    088 19 27.66600(W) AD(       ) 2
 LC0349  NGVD 29 (??/??/92)  250.845  (m)          822.98   (f) ADJ UNCH    2 0
 LC0349
 LC0349.Superseded values are not recommended for survey control.
 LC0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0349.See file dsdata.txt to determine how the superseded data were derived.
 LC0349
 LC0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8724748680(NAD 83)
 LC0349_MARKER: DZ = AZIMUTH MARK DISK
 LC0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0349_STAMPING: BELLINGER 1934
 LC0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0349+STABILITY: SURFACE MOTION
 LC0349
 LC0349  HISTORY     - Date     Condition        Report By
 LC0349  HISTORY     - 1934     MONUMENTED       CGS
 LC0349  HISTORY     - 1959     GOOD             NGS
 LC0349  HISTORY     - 1973     GOOD             NGS
 LC0349
 LC0349                          STATION DESCRIPTION
 LC0349
 LC0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0349'AZIMUTH MARK IS W OF THE STATION, ON THE RIGHT-OF-WAY OF THE
 LC0349'ROAD AT A POINT WHERE ROAD PASSES THROUGH CUT ON SOUTH SIDE
 LC0349'OF HILL, 1 FOOT W OF THE RIGHT-OF-WAY FENCE, 15 FEET E OF THE
 LC0349'CENTER LINE OF THE ROAD, AND 250 FEET SE OF A LARGE HOUSE
 LC0349'ON THE W SIDE OF THE ROAD.  THE MARK PROJECTS 6 INCHES.
 LC0349
 LC0349                          STATION RECOVERY (1959)
 LC0349
 LC0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LC0349'6.1 MI E FROM MAHOMET.
 LC0349'ABOUT 0.15 MILE NORTH ALONG WALNUT STREET FROM THE NEW YORK
 LC0349'CENTRAL RAILROAD STATION AT MAHOMET, THENCE 4.9 MILES EAST ALONG
 LC0349'U.S. HIGHWAY 150, THENCE 1.05 MILES NORTH ALONG ASPHALT ROAD, AT
 LC0349'A FARM HOUSE EAST OF THE ROAD, 27 FEET EAST OF THE CENTER LINE
 LC0349'OF THE ROAD, 1 FOOT EAST OF A FENCE, 25 1/2 FEET SOUTH OF A
 LC0349'FENCE CORNER, 48 1/2 FEET NORTH OF A FENCE CORNER, 80 1/2 FEET
 LC0349'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, ABOUT 5 FEET
 LC0349'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0349'POST PROJECTING 5 INCHES.
 LC0349
 LC0349                          STATION RECOVERY (1973)
 LC0349
 LC0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1756 ***********************************************************************
 LC1756  DESIGNATION -  BELLINGER RM 1
 LC1756  PID         -  LC1756
 LC1756  STATE/COUNTY-  IL/CHAMPAIGN
 LC1756  USGS QUAD   -  RISING (1975)
 LC1756
 LC1756                         *CURRENT SURVEY CONTROL
 LC1756  ___________________________________________________________________
 LC1756* NAD 83(1997)-  40 10 54.30984(N)    088 19 16.73709(W)     ADJUSTED  
 LC1756* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 LC1756  ___________________________________________________________________
 LC1756  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 LC1756  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC1756
 LC1756  HORZ ORDER  -  THIRD
 LC1756
 LC1756.The horizontal coordinates were established by classical geodetic methods
 LC1756.and adjusted by the National Geodetic Survey in October 1999..
 LC1756
 LC1756.The orthometric height was scaled from a topographic map.
 LC1756
 LC1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1756
 LC1756.The geoid height was determined by GEOID03.
 LC1756
 LC1756;                    North         East     Units Scale Factor Converg.
 LC1756;SPC IL E     -   390,181.043   301,023.467   MT  0.99997501   +0 00 27.9
 LC1756;SPC IL E     - 1,280,118.97    987,607.82   sFT  0.99997501   +0 00 27.9
 LC1756;UTM  16      - 4,448,767.284   387,510.785   MT  0.99975577   -0 51 09.4
 LC1756
 LC1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1756!SPC IL E     -   0.99996519  x   0.99997501  =   0.99994020
 LC1756!UTM  16      -   0.99996519  x   0.99975577  =   0.99972097
 LC1756
 LC1756|---------------------------------------------------------------------|
 LC1756| PID    Reference Object                     Distance      Geod. Az  |
 LC1756|                                                           dddmmss.s |
 LC1756| LC0351 BELLINGER                           273.749 METERS 09543     |
 LC1756| LC1758 BELLINGER RM 2                      341.091 METERS 18240     |
 LC1756| LC0349 BELLINGER AZ MK                     278.246 METERS 25047     |
 LC1756|---------------------------------------------------------------------|
 LC1756
 LC1756                          SUPERSEDED SURVEY CONTROL
 LC1756
 LC1756  NAD 83(1997)-  40 10 54.31092(N)    088 19 16.73651(W) AD(       ) 3
 LC1756  NAD 83(1986)-  40 10 54.31830(N)    088 19 16.73225(W) AD(       ) 3
 LC1756  NAD 27      -  40 10 54.20100(N)    088 19 16.55100(W) AD(       ) 3
 LC1756
 LC1756.Superseded values are not recommended for survey control.
 LC1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1756.See file dsdata.txt to determine how the superseded data were derived.
 LC1756
 LC1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8751148767(NAD 83)
 LC1756_MARKER: DS = TRIANGULATION STATION DISK
 LC1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1756+STABILITY: SURFACE MOTION
 LC1756
 LC1756  HISTORY     - Date     Condition        Report By
 LC1756  HISTORY     - 1934     MONUMENTED       CGS
 LC1756
 LC1756                          STATION DESCRIPTION
 LC1756
 LC1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1756'REFERENCE MARK NO. 1 IS WNW OF THE STATION, NEAR THE NE CORNER
 LC1756'OF A PASTURE.  IT IS ABOUT 1/4 MILE E OF THE ROAD, 1 FOOT
 LC1756'W OF THE FENCE ALONG THE E SIDE OF THE PASTURE, AND 27 FEET
 LC1756'S OF THE NE CORNER OF THE PASTURE.  THE MARK PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1758 ***********************************************************************
 LC1758  DESIGNATION -  BELLINGER RM 2
 LC1758  PID         -  LC1758
 LC1758  STATE/COUNTY-  IL/CHAMPAIGN
 LC1758  USGS QUAD   -  RISING (1975)
 LC1758
 LC1758                         *CURRENT SURVEY CONTROL
 LC1758  ___________________________________________________________________
 LC1758* NAD 83(1997)-  40 10 43.26321(N)    088 19 17.40801(W)     ADJUSTED  
 LC1758* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 LC1758  ___________________________________________________________________
 LC1758  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LC1758  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1758
 LC1758  HORZ ORDER  -  SECOND
 LC1758
 LC1758.The horizontal coordinates were established by classical geodetic methods
 LC1758.and adjusted by the National Geodetic Survey in October 1999..
 LC1758
 LC1758.The orthometric height was scaled from a topographic map.
 LC1758
 LC1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1758
 LC1758.The geoid height was determined by GEOID03.
 LC1758
 LC1758;                    North         East     Units Scale Factor Converg.
 LC1758;SPC IL E     -   389,840.328   301,007.640   MT  0.99997501   +0 00 27.5
 LC1758;SPC IL E     - 1,279,001.14    987,555.90   sFT  0.99997501   +0 00 27.5
 LC1758;UTM  16      - 4,448,426.920   387,489.849   MT  0.99975583   -0 51 09.7
 LC1758
 LC1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1758!SPC IL E     -   0.99996597  x   0.99997501  =   0.99994098
 LC1758!UTM  16      -   0.99996597  x   0.99975583  =   0.99972181
 LC1758
 LC1758|---------------------------------------------------------------------|
 LC1758| PID    Reference Object                     Distance      Geod. Az  |
 LC1758|                                                           dddmmss.s |
 LC1758| LC1756 BELLINGER RM 1                      341.091 METERS 00240     |
 LC1758| LC0351 BELLINGER                           425.838 METERS 0423612.6 |
 LC1758| LC0349 BELLINGER AZ MK                     350.757 METERS 31516     |
 LC1758|---------------------------------------------------------------------|
 LC1758
 LC1758                          SUPERSEDED SURVEY CONTROL
 LC1758
 LC1758  NAD 83(1997)-  40 10 43.26429(N)    088 19 17.40746(W) AD(       ) 2
 LC1758  NAD 83(1986)-  40 10 43.27173(N)    088 19 17.40314(W) AD(       ) 2
 LC1758  NAD 27      -  40 10 43.14500(N)    088 19 17.22200(W) AD(       ) 2
 LC1758
 LC1758.Superseded values are not recommended for survey control.
 LC1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1758.See file dsdata.txt to determine how the superseded data were derived.
 LC1758
 LC1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8749048427(NAD 83)
 LC1758_MARKER: DS = TRIANGULATION STATION DISK
 LC1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1758+STABILITY: SURFACE MOTION
 LC1758
 LC1758  HISTORY     - Date     Condition        Report By
 LC1758  HISTORY     - 1934     MONUMENTED       CGS
 LC1758
 LC1758                          STATION DESCRIPTION
 LC1758
 LC1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1758'REFERENCE MARK NO. 2 IS SW OF THE STATION, NEAR THE SE CORNER
 LC1758'OF THE PASTURE, ABOUT 1/4 MILE E OF THE ROAD, 1 FOOT W OF
 LC1758'THE FENCE ALONG THE E SIDE OF THE PASTURE, AND 27.5 FEET
 LC1758'N OF THE SE CORNER OF THE PASTURE.  THE MARK PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0350 ***********************************************************************
 LC0350  DESIGNATION -  BELLINGER RM 3
 LC0350  PID         -  LC0350
 LC0350  STATE/COUNTY-  IL/CHAMPAIGN
 LC0350  USGS QUAD   -  RISING (1975)
 LC0350
 LC0350                         *CURRENT SURVEY CONTROL
 LC0350  ___________________________________________________________________
 LC0350* NAD 83(1986)-  40 10 53.     (N)    088 19 05.     (W)     SCALED    
 LC0350* NAVD 88     -       255.567  (meters)     838.47   (feet)  ADJUSTED  
 LC0350  ___________________________________________________________________
 LC0350  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0350  DYNAMIC HT  -         255.439 (meters)     838.05  (feet)  COMP
 LC0350  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 LC0350
 LC0350  VERT ORDER  -  SECOND    CLASS 0
 LC0350
 LC0350.The horizontal coordinates were scaled from a topographic map and have
 LC0350.an estimated accuracy of +/- 6 seconds.
 LC0350
 LC0350.The orthometric height was determined by differential leveling
 LC0350.and adjusted by the National Geodetic Survey in June 1991..
 LC0350
 LC0350.The geoid height was determined by GEOID03.
 LC0350
 LC0350.The dynamic height is computed by dividing the NAVD 88
 LC0350.geopotential number by the normal gravity value computed on the
 LC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0350.degrees latitude (g = 980.6199 gals.).
 LC0350
 LC0350.The modeled gravity was interpolated from observed gravity values.
 LC0350
 LC0350;                    North         East    Units  Estimated Accuracy
 LC0350;SPC IL E     -   390,140.      301,300.      MT  (+/- 180 meters Scaled)
 LC0350
 LC0350                          SUPERSEDED SURVEY CONTROL
 LC0350
 LC0350  NGVD 29 (??/??/92)  255.605  (m)          838.60   (f) ADJ UNCH    2 0
 LC0350
 LC0350.Superseded values are not recommended for survey control.
 LC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0350.See file dsdata.txt to determine how the superseded data were derived.
 LC0350
 LC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK877487(NAD 83)
 LC0350_MARKER: DR = REFERENCE MARK DISK
 LC0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0350_STAMPING: BELLINGER NO 3 1934
 LC0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0350+STABILITY: SURFACE MOTION
 LC0350
 LC0350  HISTORY     - Date     Condition        Report By
 LC0350  HISTORY     - 1934     MONUMENTED       CGS
 LC0350  HISTORY     - 1959     GOOD             NGS
 LC0350  HISTORY     - 1973     MARK NOT FOUND   NGS
 LC0350  HISTORY     - 1980     GOOD             NGS
 LC0350
 LC0350                          STATION DESCRIPTION
 LC0350
 LC0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0350'6.4 MI E FROM MAHOMET.
 LC0350'ABOUT 0.15 MILE NORTH ALONG WALNUT STREET FROM THE NEW YORK
 LC0350'CENTRAL RAILROAD STATION AT MAHOMET, THENCE 4.9 MILES EAST
 LC0350'ALONG U.S. HIGHWAY 150, THENCE 1.05 MILES NORTH ALONG AN ASPHALT
 LC0350'ROAD, THENCE EAST PASSING ALONG THE SOUTH SIDE OF A BARN FOR
 LC0350'0.15 MILES TO A BOARD GATE, THENCE 0.15 MILE EAST ALONG THE
 LC0350'AN EAST-WEST FENCE LINE, 1 FOOT SOUTH OF A FENCE, 81 FEET WEST
 LC0350'ALONG THE FENCE FROM A LARGE BOULDER IN THE FENCE LINE, 90 FEET
 LC0350'WEST OF A SMALL DRAW (LOWEST PART OF THE FIELD AT THE FENCE
 LC0350'LINE), 186 FEET WEST OF THE WEST FENCE POST OF TWO FENCE POSTS
 LC0350'WITH A HORIZONTAL PIPE BRACE BETWEEN THEM, 367 FEET NORTHWEST
 LC0350'OF TRIANGULATION STATION BELLINGER, SET IN THE TOP OF A CONCRETE
 LC0350'POST PROJECTING 8 INCHES.
 LC0350
 LC0350                          STATION RECOVERY (1973)
 LC0350
 LC0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0350'MARK NOT FOUND.
 LC0350
 LC0350                          STATION RECOVERY (1980)
 LC0350
 LC0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC0350'ABOUT 2.55 MILES WEST ALONG U.S HIGHWAY 150 FROM ITS JUNCTION WITH
 LC0350'INTERSTATE HIGHWAY 57 AT THE NORTH-WEST EDGE OF CHAMPAIGN,THENCE
 LC0350'NORTH TO FENCE LINE, THENCE ABOUT 300 FEET WEST ALONG FENCE LINE TO
 LC0350'LARGE BOULDER, 88 FEET EAST OF THE LARGE BOULDER,1 FEET SOUTH OF
 LC0350'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2071 ***********************************************************************
 JA2071  DESIGNATION -  BELLMONT MUNICIPAL TANK
 JA2071  PID         -  JA2071
 JA2071  STATE/COUNTY-  IL/WABASH
 JA2071  USGS QUAD   -  BONE GAP (1977)
 JA2071
 JA2071                         *CURRENT SURVEY CONTROL
 JA2071  ___________________________________________________________________
 JA2071* NAD 83(1997)-  38 23 04.24604(N)    087 54 20.18394(W)     ADJUSTED  
 JA2071* NAVD 88     -                                                        
 JA2071  ___________________________________________________________________
 JA2071  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JA2071  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JA2071
 JA2071  HORZ ORDER  -  THIRD
 JA2071
 JA2071.The horizontal coordinates were established by classical geodetic methods
 JA2071.and adjusted by the National Geodetic Survey in October 1999..
 JA2071
 JA2071
 JA2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2071
 JA2071.The geoid height was determined by GEOID03.
 JA2071
 JA2071;                    North         East     Units Scale Factor Converg.
 JA2071;SPC IL E     -   190,741.366   337,370.428   MT  0.99999219   +0 15 56.1
 JA2071;SPC IL E     -   625,790.63  1,106,856.15   sFT  0.99999219   +0 15 56.1
 JA2071;SPC IN W     -   348,493.683   828,158.263   MT  1.00003020   -0 30 38.2
 JA2071;SPC IN W     - 1,143,349.69  2,717,049.23   sFT  1.00003020   -0 30 38.2
 JA2071;UTM  16      - 4,248,867.059   420,906.338   MT  0.99967704   -0 33 44.5
 JA2071
 JA2071                          SUPERSEDED SURVEY CONTROL
 JA2071
 JA2071  NAD 83(1997)-  38 23 04.24621(N)    087 54 20.18358(W) AD(       ) 4
 JA2071  NAD 83(1997)-  38 23 04.25521(N)    087 54 20.18316(W) AD(       ) 4
 JA2071  NAD 83(1986)-  38 23 04.25667(N)    087 54 20.18366(W) AD(       ) 4
 JA2071  NAD 27      -  38 23 04.09315(N)    087 54 20.06609(W) AD(       ) 3
 JA2071
 JA2071.Superseded values are not recommended for survey control.
 JA2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2071.See file dsdata.txt to determine how the superseded data were derived.
 JA2071
 JA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2090648867(NAD 83)
 JA2071_MARKER: 53 = ELEVATED TANK
 JA2071
 JA2071  HISTORY     - Date     Condition        Report By
 JA2071  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2071
 JA2071                          STATION DESCRIPTION
 JA2071
 JA2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2071'STATION IS LOCATED IN THE EAST END OF BELLMONT AND AT THE FAIR
 JA2071'GROUNDS.
 JA2071'
 JA2071'TO REACH FROM THE POST OFFICE IN BELLMONT, GO SOUTH 0.15 MILE TO
 JA2071'CROSS STREET, TURN
 JA2071'LEFT AND GO EAST ON SURFACED ROAD FOR 0.35 MILE TO
 JA2071'STATION ON LEFT.
 JA2071'
 JA2071'THE TANK IS 80 FEET HIGH, IS SUPPORTED BY 4 LEGS, IS PAINTED SILVER
 JA2071'AND HAS BELLMONT
 JA2071'PAINTED ON SIDE OF TANK.
 JA2071'
 JA2071'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3013 ***********************************************************************
 ME3013  DESIGNATION -  BELLWOOD SUN ELECTRIC CORP TK
 ME3013  PID         -  ME3013
 ME3013  STATE/COUNTY-  IL/COOK
 ME3013  USGS QUAD   -  RIVER FOREST (1997)
 ME3013
 ME3013                         *CURRENT SURVEY CONTROL
 ME3013  ___________________________________________________________________
 ME3013* NAD 83(1997)-  41 52 41.86313(N)    087 52 20.14759(W)     ADJUSTED  
 ME3013* NAVD 88     -                                                        
 ME3013  ___________________________________________________________________
 ME3013  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 ME3013  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME3013
 ME3013  HORZ ORDER  -  THIRD
 ME3013
 ME3013.The horizontal coordinates were established by classical geodetic methods
 ME3013.and adjusted by the National Geodetic Survey in October 1999..
 ME3013
 ME3013
 ME3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3013
 ME3013.The geoid height was determined by GEOID03.
 ME3013
 ME3013;                    North         East     Units Scale Factor Converg.
 ME3013;SPC IL E     -   578,687.749   338,271.802   MT  0.99999302   +0 18 28.0
 ME3013;SPC IL E     - 1,898,578.06  1,109,813.40   sFT  0.99999302   +0 18 28.0
 ME3013;UTM  16      - 4,636,631.422   427,623.438   MT  0.99966446   -0 34 56.3
 ME3013
 ME3013                          SUPERSEDED SURVEY CONTROL
 ME3013
 ME3013  NAD 83(1997)-  41 52 41.86320(N)    087 52 20.14807(W) AD(       ) 4
 ME3013  NAD 83(1997)-  41 52 41.86438(N)    087 52 20.15838(W) AD(       ) 4
 ME3013  NAD 83(1986)-  41 52 41.86554(N)    087 52 20.15815(W) AD(       ) 4
 ME3013  NAD 27      -  41 52 41.75679(N)    087 52 19.93926(W) AD(       ) 3
 ME3013
 ME3013.Superseded values are not recommended for survey control.
 ME3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3013.See file dsdata.txt to determine how the superseded data were derived.
 ME3013
 ME3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2762336631(NAD 83)
 ME3013_MARKER: 53 = ELEVATED TANK
 ME3013
 ME3013  HISTORY     - Date     Condition        Report By
 ME3013  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3013  HISTORY     - 1987     GOOD             USPSQD
 ME3013  HISTORY     - 1989     GOOD             USPSQD
 ME3013
 ME3013                          STATION DESCRIPTION
 ME3013
 ME3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3013'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3013'SUN ELECTRIC
 ME3013'CORPORATION LOCATED AT THE SOUTHWEST CORNER OF THE COMPANY PLANT ON
 ME3013'THE NORTH SIDE OF MADISON STREET
 ME3013'AT THE INTERSECTION OF 31ST AVENUE.  IT IS A STEEL TANK
 ME3013'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND
 ME3013'IS PAINTED SILVER WITH THE NAME SUN
 ME3013'ELECTRIC CORP. INDUSTRIAL DIVISION PAINTED ON THE EAST SIDE IN
 ME3013'BLACK LETTERS.  THE HEIGHT IS
 ME3013'ABOUT 140 FEET.
 ME3013
 ME3013                          STATION RECOVERY (1987)
 ME3013
 ME3013'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3013'RECOVERED IN GOOD CONDITION.
 ME3013
 ME3013                          STATION RECOVERY (1989)
 ME3013
 ME3013'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3015 ***********************************************************************
 ME3015  DESIGNATION -  BELLWOOD W D ALLEN MFG CO TANK
 ME3015  PID         -  ME3015
 ME3015  STATE/COUNTY-  IL/COOK
 ME3015  USGS QUAD   -  RIVER FOREST (1997)
 ME3015
 ME3015                         *CURRENT SURVEY CONTROL
 ME3015  ___________________________________________________________________
 ME3015* NAD 83(1997)-  41 52 48.69085(N)    087 51 56.73785(W)     ADJUSTED  
 ME3015* NAVD 88     -                                                        
 ME3015  ___________________________________________________________________
 ME3015  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ME3015  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME3015
 ME3015  HORZ ORDER  -  THIRD
 ME3015
 ME3015.The horizontal coordinates were established by classical geodetic methods
 ME3015.and adjusted by the National Geodetic Survey in October 1999..
 ME3015
 ME3015
 ME3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3015
 ME3015.The geoid height was determined by GEOID03.
 ME3015
 ME3015;                    North         East     Units Scale Factor Converg.
 ME3015;SPC IL E     -   578,901.321   338,810.423   MT  0.99999353   +0 18 43.7
 ME3015;SPC IL E     - 1,899,278.75  1,111,580.53   sFT  0.99999353   +0 18 43.7
 ME3015;UTM  16      - 4,636,836.533   428,165.133   MT  0.99966350   -0 34 40.7
 ME3015
 ME3015                          SUPERSEDED SURVEY CONTROL
 ME3015
 ME3015  NAD 83(1997)-  41 52 48.69093(N)    087 51 56.73832(W) AD(       ) 4
 ME3015  NAD 83(1997)-  41 52 48.69264(N)    087 51 56.74809(W) AD(       ) 4
 ME3015  NAD 83(1986)-  41 52 48.69381(N)    087 51 56.74778(W) AD(       ) 4
 ME3015  NAD 27      -  41 52 48.58409(N)    087 51 56.53057(W) AD(       ) 3
 ME3015
 ME3015.Superseded values are not recommended for survey control.
 ME3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3015.See file dsdata.txt to determine how the superseded data were derived.
 ME3015
 ME3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2816536837(NAD 83)
 ME3015_MARKER: 42 = RADIO/TV MAST
 ME3015
 ME3015  HISTORY     - Date     Condition        Report By
 ME3015  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3015  HISTORY     - 1979     GOOD             ALSTER
 ME3015  HISTORY     - 1987     GOOD             USPSQD
 ME3015  HISTORY     - 1989     GOOD             USPSQD
 ME3015
 ME3015                          STATION DESCRIPTION
 ME3015
 ME3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3015'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3015'W.D. ALLEN
 ME3015'MANUFACTURING COMPANY LOCATED 0.1 MILE SOUTHWEST OF THE INTERSECTION
 ME3015'OF 25TH AVENUE AND WASHINGTON AVENUE
 ME3015'IN THE EAST EDGE OF BELLWOOD.  IT IS A STEEL TANK SUPPORTED
 ME3015'BY A FOUR-LEGGED STEEL STRUCTURE AND IS PAINTED
 ME3015'SILVER WITH THE NAME W.D. ALLEN MFG. CO.
 ME3015'PAINTED ON THE EAST SIDE IN BLACK LETTERS.  THE HEIGHT IS ABOUT
 ME3015'135 FEET.
 ME3015
 ME3015                          STATION RECOVERY (1979)
 ME3015
 ME3015'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (JWM)
 ME3015'STATION GOOD.
 ME3015'
 ME3015'INTERSECTION STATION IS PAINTED WHITE WITH BORG - WARNER SPRING
 ME3015'DIV. PAINTED THEREON.  APPERANTLY A CHANGE OF OWNERSHIP.
 ME3015
 ME3015                          STATION RECOVERY (1987)
 ME3015
 ME3015'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3015'RECOVERED IN GOOD CONDITION.
 ME3015
 ME3015                          STATION RECOVERY (1989)
 ME3015
 ME3015'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1249 ***********************************************************************
 MF1249  DESIGNATION -  BELMONT 55 D CO
 MF1249  PID         -  MF1249
 MF1249  STATE/COUNTY-  IL/DU PAGE
 MF1249  USGS QUAD   -  WHEATON (1993)
 MF1249
 MF1249                         *CURRENT SURVEY CONTROL
 MF1249  ___________________________________________________________________
 MF1249* NAD 83(1986)-  41 47 00.     (N)    088 02 20.     (W)     SCALED    
 MF1249* NAVD 88     -       237.142  (meters)     778.02   (feet)  ADJUSTED  
 MF1249  ___________________________________________________________________
 MF1249  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MF1249  DYNAMIC HT  -         237.058 (meters)     777.75  (feet)  COMP
 MF1249  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 MF1249
 MF1249  VERT ORDER  -  THIRD
 MF1249
 MF1249.The horizontal coordinates were scaled from a topographic map and have
 MF1249.an estimated accuracy of +/- 6 seconds.
 MF1249
 MF1249.The orthometric height was determined by differential leveling
 MF1249.and adjusted by the National Geodetic Survey in June 1991..
 MF1249
 MF1249.The geoid height was determined by GEOID03.
 MF1249
 MF1249.The dynamic height is computed by dividing the NAVD 88
 MF1249.geopotential number by the normal gravity value computed on the
 MF1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1249.degrees latitude (g = 980.6199 gals.).
 MF1249
 MF1249.The modeled gravity was interpolated from observed gravity values.
 MF1249
 MF1249;                    North         East    Units  Estimated Accuracy
 MF1249;SPC IL E     -   568,080.      324,480.      MT  (+/- 180 meters Scaled)
 MF1249
 MF1249                          SUPERSEDED SURVEY CONTROL
 MF1249
 MF1249.No superseded survey control is available for this station.
 MF1249
 MF1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM136262(NAD 83)
 MF1249_MARKER: DB = BENCH MARK DISK
 MF1249_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 MF1249_SP_SET: ALUMINUM ALLOY ROD
 MF1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1249
 MF1249  HISTORY     - Date     Condition        Report By
 MF1249  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1249  HISTORY     - 19980418 GOOD             USPSQD
 MF1249  HISTORY     - 20010612 GOOD             USPSQD
 MF1249
 MF1249                          STATION DESCRIPTION
 MF1249
 MF1249'DESCRIBED BY MARCHESE AND SONS 1983
 MF1249'IN DOWNERS GROVE.
 MF1249'AT THE SOUTHWEST CORNER OF DOWNERS GROVE, FROM THE JUNCTION OF STATE
 MF1249'HIGHWAY 53 AND STATE HIGHWAY 34 GO 1.0 MILE SOUTH ALONG STATE HIGHWAY
 MF1249'53 TO MAPLE AVENUE, THEN EAST ON MAPLE AVENUE FOR 0.2 MILE TO BELMONT
 MF1249'ROAD, THEN SOUTH ON BELMONT ROAD FOR 400.0 FEET TO MARK ON RIGHT.
 MF1249'NOTE--AN ALUMINUM ALLOY ROD DRIVEN TO 10 FEET WITH A PLASTIC SLEEVE
 MF1249'AND METAL ACCESS COVER SET BELOW SAW CUT SQUARE IN WEST CONCRETE WALK
 MF1249'OF BELMONT.
 MF1249
 MF1249                          STATION RECOVERY (1998)
 MF1249
 MF1249'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1249'RECOVERED IN GOOD CONDITION.
 MF1249
 MF1249                          STATION RECOVERY (2001)
 MF1249
 MF1249'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCC)
 MF1249'METAL ACCESS COVER MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1300 ***********************************************************************
 MF1300  DESIGNATION -  BELMONT SHAFER CHAIN BELT TK
 MF1300  PID         -  MF1300
 MF1300  STATE/COUNTY-  IL/DU PAGE
 MF1300  USGS QUAD   -  WHEATON (1993)
 MF1300
 MF1300                         *CURRENT SURVEY CONTROL
 MF1300  ___________________________________________________________________
 MF1300* NAD 83(1997)-  41 47 44.00760(N)    088 02 36.80983(W)     ADJUSTED  
 MF1300* NAVD 88     -                                                        
 MF1300  ___________________________________________________________________
 MF1300  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 MF1300  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MF1300
 MF1300  HORZ ORDER  -  THIRD
 MF1300
 MF1300.The horizontal coordinates were established by classical geodetic methods
 MF1300.and adjusted by the National Geodetic Survey in October 1999..
 MF1300
 MF1300
 MF1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1300
 MF1300.The geoid height was determined by GEOID03.
 MF1300
 MF1300;                    North         East     Units Scale Factor Converg.
 MF1300;SPC IL E     -   569,436.092   324,084.187   MT  0.99998213   +0 11 35.3
 MF1300;SPC IL E     - 1,868,224.91  1,063,266.20   sFT  0.99998213   +0 11 35.3
 MF1300;UTM  16      - 4,627,603.892   413,298.356   MT  0.99969250   -0 41 44.0
 MF1300
 MF1300                          SUPERSEDED SURVEY CONTROL
 MF1300
 MF1300  NAD 83(1997)-  41 47 44.00768(N)    088 02 36.81038(W) AD(       ) 4
 MF1300  NAD 83(1986)-  41 47 44.01190(N)    088 02 36.82008(W) AD(       ) 4
 MF1300  NAD 27      -  41 47 43.90200(N)    088 02 36.59400(W) AD(       ) 3
 MF1300
 MF1300.Superseded values are not recommended for survey control.
 MF1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1300.See file dsdata.txt to determine how the superseded data were derived.
 MF1300
 MF1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1329827604(NAD 83)
 MF1300_MARKER: 53 = ELEVATED TANK
 MF1300
 MF1300  HISTORY     - Date     Condition        Report By
 MF1300  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1300  HISTORY     - 19970916 MARK NOT FOUND   USPSQD
 MF1300  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 MF1300  HISTORY     - 20060121 MARK NOT FOUND   USPSQD
 MF1300
 MF1300                          STATION DESCRIPTION
 MF1300
 MF1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1300'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 MF1300'SHAFER BEARINGS CHAIN BELT COMPANY LOCATED AT THE NORTHWEST
 MF1300'CORNER OF THE FACTORY BUILDING ON THE SOUTH SIDE OF THE BURLINGTON
 MF1300'RAILROAD TRACKS 0.5 MILE WEST OF THE BELMONT DEPOT.  IT IS
 MF1300'A STEEL TANK SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS PAINTED
 MF1300'SILVER WITH THE NAME SHAFER BEARINGS CHAIN BELT COMPANY
 MF1300'PAINTED ON THE EAST SIDE.  THE HEIGHT IS ABOUT 130 FEET.
 MF1300
 MF1300                          STATION RECOVERY (1997)
 MF1300
 MF1300'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1300'MARK NOT FOUND.
 MF1300
 MF1300                          STATION RECOVERY (1998)
 MF1300
 MF1300'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1300'MARK NOT FOUND.
 MF1300
 MF1300                          STATION RECOVERY (2006)
 MF1300
 MF1300'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1300'SITE IS NOW OCCUPIED BY BY NEW BUILDING AND PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1182 ***********************************************************************
 NH1182  DESIGNATION -  BELVIDERE
 NH1182  PID         -  NH1182
 NH1182  STATE/COUNTY-  IL/BOONE
 NH1182  USGS QUAD   -  BELVIDERE SOUTH (1993)
 NH1182
 NH1182                         *CURRENT SURVEY CONTROL
 NH1182  ___________________________________________________________________
 NH1182* NAD 83(1997)-  42 14 52.76376(N)    088 49 55.13913(W)     ADJUSTED  
 NH1182* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 NH1182  ___________________________________________________________________
 NH1182  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 NH1182  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH1182
 NH1182  HORZ ORDER  -  FIRST
 NH1182
 NH1182.The horizontal coordinates were established by classical geodetic methods
 NH1182.and adjusted by the National Geodetic Survey in October 1999..
 NH1182
 NH1182.The orthometric height was scaled from a topographic map.
 NH1182
 NH1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1182
 NH1182.The geoid height was determined by GEOID03.
 NH1182
 NH1182;                    North         East     Units Scale Factor Converg.
 NH1182;SPC IL E     -   619,767.974   258,848.263   MT  0.99999583   -0 20 07.0
 NH1182;SPC IL E     - 2,033,355.43    849,238.01   sFT  0.99999583   -0 20 07.0
 NH1182;SPC IL W     -   620,489.228   810,143.657   MT  1.00009039   +0 53 50.8
 NH1182;SPC IL W     - 2,035,721.74  2,657,946.31   sFT  1.00009039   +0 53 50.8
 NH1182;UTM  16      - 4,678,935.639   348,867.514   MT  0.99988104   -1 13 55.0
 NH1182
 NH1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1182!SPC IL E     -   0.99996635  x   0.99999583  =   0.99996218
 NH1182!SPC IL W     -   0.99996635  x   1.00009039  =   1.00005674
 NH1182!UTM  16      -   0.99996635  x   0.99988104  =   0.99984740
 NH1182
 NH1182:                Primary Azimuth Mark                     Grid Az
 NH1182:SPC IL E     -  BELVIDERE AZ MK                          047 14 12.8
 NH1182:SPC IL W     -  BELVIDERE AZ MK                          046 00 15.0
 NH1182:UTM  16      -  BELVIDERE AZ MK                          048 08 00.8
 NH1182
 NH1182|---------------------------------------------------------------------|
 NH1182| PID    Reference Object                     Distance      Geod. Az  |
 NH1182|                                                           dddmmss.s |
 NH1182| CI9011 BELVIDERE AZ MK                                    0465405.8 |
 NH1182| NH1194 BELVIDERE CHI ST PAUL AWY BN 6      APPROX. 0.9 KM 0553315.3 |
 NH1182| CI9012 BELVIDERE RM 1                       28.988 METERS 15101     |
 NH1182| CI9015 BELVIDERE RM 4                        6.005 METERS 19416     |
 NH1182| CI9014 BELVIDERE RM 3                        6.004 METERS 19421     |
 NH1182| CI9013 BELVIDERE RM 2                       59.710 METERS 24023     |
 NH1182| NH1452 GREGORY                             APPROX.15.5 KM 2714210.1 |
 NH1182| NH1196 BELVIDERE GOSSARD CORSET TK         APPROX. 1.9 KM 2784429.1 |
 NH1182| NH1195 BELVIDERE BOONE DISTILL STK         APPROX. 1.9 KM 2845250.2 |
 NH1182| NH1192 BELVIDERE IMMANUEL LUTH CH          APPROX. 2.2 KM 3133329.2 |
 NH1182| NH1198 BELVIDERE MUN HEATING PLT STK       APPROX. 1.3 KM 3264753.0 |
 NH1182| NH1197 BELVIDERE NATL SEW MACH CO STK      APPROX. 1.4 KM 3283854.7 |
 NH1182| CI9016 BELVIDERE RM 5                        6.065 METERS 34611     |
 NH1182| NH1200 BELVIDERE SCREW CO STK              APPROX. 2.2 KM 3475405.8 |
 NH1182| NH1193 BELVIDERE PARSON CASKET TK          APPROX. 2.4 KM 3532817.2 |
 NH1182|---------------------------------------------------------------------|
 NH1182
 NH1182                          SUPERSEDED SURVEY CONTROL
 NH1182
 NH1182  NAD 83(1997)-  42 14 52.76318(N)    088 49 55.14178(W) AD(       ) 1
 NH1182  NAD 83(1986)-  42 14 52.76084(N)    088 49 55.14538(W) AD(       ) 1
 NH1182  NAD 27      -  42 14 52.68440(N)    088 49 54.78660(W) AD(       ) 1
 NH1182
 NH1182.Superseded values are not recommended for survey control.
 NH1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1182.See file dsdata.txt to determine how the superseded data were derived.
 NH1182
 NH1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4886878936(NAD 83)
 NH1182_MARKER: DS = TRIANGULATION STATION DISK
 NH1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1182
 NH1182  HISTORY     - Date     Condition        Report By
 NH1182  HISTORY     - 1935     MONUMENTED       CGS
 NH1182  HISTORY     - 1954     GOOD             CGS
 NH1182  HISTORY     - 1965     GOOD             USGS
 NH1182  HISTORY     - 1967     GOOD             CGS
 NH1182  HISTORY     - 1970     GOOD             NGS
 NH1182  HISTORY     - 1973     GOOD             BRADY
 NH1182  HISTORY     - 1974     GOOD             NGS
 NH1182  HISTORY     - 1976     GOOD             NGS
 NH1182  HISTORY     - 19971217 GOOD             USPSQD
 NH1182
 NH1182                          STATION DESCRIPTION
 NH1182
 NH1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1182'THIS STATION IS IN THE EXTREME SOUTHEASTERN PART OF THE CITY
 NH1182'OF BELVIDERE, IN THE NORTHWEST ANGLE OF EAST AVE. AND E. 6TH
 NH1182'ST.  106 FEET WEST OF SOUTHWEST CORNER OF YELLOW HOUSE ON EAST
 NH1182'SIDE OF EAST AVE.  28 FEET WEST OF CENTERLINE OF EAST AVE.  65
 NH1182'FEET NORTH OF CENTERLINE OF E. 6TH ST.  33 FEET NORTH OF
 NH1182'14-INCH MAPLE TREE AT NORTHWEST CORNER OF INTERSECTION.  THE
 NH1182'MARK PROJECTS 3 INCHES.
 NH1182'
 NH1182'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1182'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1182'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION AT
 NH1182'EAST END OF E. 6TH ST., 18 FEET EAST OF CENTERLINE OF EAST
 NH1182'AVE.  8 FEET WEST OF HEDGE ROW.  THE MARK PROJECTS 3 INCHES.
 NH1182'
 NH1182'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 13 FEET
 NH1182'WEST OF A NORTHEAST FENCE CORNER.  1 FOOT NORTH OF FENCE LINE.
 NH1182'28 FEET SOUTH OF CENTERLINE OF E. 6TH ST.  106 FEET WEST-NORTHWEST
 NH1182'OF NORTHWEST CORNER OF L. ECKRODES HOUSE ON E. 6TH ST.
 NH1182'THE MARK PROJECTS 4 INCHES.
 NH1182'
 NH1182'THE AZIMUTH MARK IS NORTHEAST OF THE STATION AT THE EAST
 NH1182'END OF E. 2ND ST., IN NORTH-SOUTH FENCE LINE.  55 FEET
 NH1182'SOUTH OF 16-INCH TREE IN FENCE LINE.  THE MARK PROJECTS
 NH1182'5 INCHES.
 NH1182'
 NH1182'LIGHTS 100 FEET ABOVE STATIONS GREGORY, MILLS, AND HENDERSON
 NH1182'COME INTO VIEW 64 FEET ABOVE THIS STATION.
 NH1182'
 NH1182'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTH.
 NH1182
 NH1182                          STATION RECOVERY (1954)
 NH1182
 NH1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1182'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND THE
 NH1182'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 NH1182'HAS APPARENTLY BEEN DESTROYED OR BURIED BY STREET CONSTRUCTION
 NH1182'AND SHOULD BE CONSIDERED LOST.  THE DISTANCES TO THE REFERENCE
 NH1182'MARKS CHECKED.  STATION MARK IS NOW UNDER A POWER LINE WHERE
 NH1182'A TOWER COULD NOT BE BUILT.  ALL OBSERVATIONS WERE MADE FROM
 NH1182'AN ECCENTRIC POINT.  THE OLD DESCRIPTION FOR THE STATION IS
 NH1182'ADEQUATE.
 NH1182
 NH1182                          STATION RECOVERY (1965)
 NH1182
 NH1182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NH1182'STATION WAS SEARCHED FOR AND RECOVERED IN GOOD CONDITION.
 NH1182'
 NH1182'R.M. 1 WAS FOUND IN GOOD CONDITION.
 NH1182'
 NH1182'R.M. 2 WAS NOT FOUND AND A LOCAL RESIDENT STATED THAT IT
 NH1182'HAD BEEN DESTROYED WHEN A NEW HOUSE WAS BUILT IN THE NEAR
 NH1182'VICINITY OF THE LOCATION OF THE MARK.
 NH1182
 NH1182                          STATION RECOVERY (1967)
 NH1182
 NH1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1182'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 NH1182'THE AZIMUTH MARK AS REPORTED IN 1954 WAS NOT FOUND NOR WAS
 NH1182'REFERENCE MARK 2.  IT IS THOUGHT THAT REFERENCE MARK 2 WAS
 NH1182'DESTROYED BY THE CONSTRUCTION OF A HOUSE AND SIDEWALK.  A
 NH1182'REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 NH1182'
 NH1182'THE STATION IS IN THE SOUTHEAST EDGE OF BELVIDERE IN THE
 NH1182'NORTHWEST ANGLE OF THE INTERSECTION OF EAST AND 6TH STREETS.
 NH1182'IT IS 24 FEET EAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE
 NH1182'(1225 EAST STREET) 20 FEET WEST OF THE CENTER OF EAST STREET
 NH1182'AND 6 FEET NORTH OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE
 NH1182'DISK IS STAMPED BELVIDERE 1935.
 NH1182'
 NH1182'REFERENCE MARK 1 IS 26 FEET SOUTHEAST OF THE INTERSECTION OF THE
 NH1182'STREETS, 20 FEET EAST OF THE CENTERLINE OF EAST STREET AND 6
 NH1182'FEET NORTH OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK
 NH1182'IS STAMPED BELVIDERE NO 1 1935.
 NH1182'
 NH1182'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN A CONCRETE SIDEWALK,
 NH1182'43 FEET NORTH OF THE CENTERLINE OF 6TH STREET, 29 FEET SOUTHEAST
 NH1182'OF THE SOUTHEAST CORNER OF THE HOUSE AND 6 INCHES EAST OF THE
 NH1182'WEST EDGE OF THE SIDEWALK.  THE DISK IS STAMPED BELVIDERE
 NH1182'NO 3 1935.
 NH1182'
 NH1182'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1182'
 NH1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BELVIDERE
 NH1182
 NH1182                          STATION RECOVERY (1970)
 NH1182
 NH1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DRR)
 NH1182'BELVIDERE 1935-GOOD
 NH1182'
 NH1182'BELVIDERE NO 1 1935-GOOD
 NH1182'
 NH1182'BELVIDERE NO 3 1935-GOOD
 NH1182'
 NH1182'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED.  SOME
 NH1182'DESCREPANCIES WERE NOTED IN THE REERENCES FOR THE STATION.
 NH1182'THE STATION WAS FOUND TO BE 27.5 FT. EAST OF THE SE. CORNER OF
 NH1182'A BRICK HOUSE (1225 EAST ST) AND 28 DEG WEST OF THE APPROXIMATE
 NH1182'CENTERLINE OF EAST ST. AND 7.5 FT. N. OF A POWER POLE.  R.M.
 NH1182'3 IS 31.5 S.E. OF THE S.E. CORNER OF THE BRICK HOUSE.
 NH1182
 NH1182                          STATION RECOVERY (1973)
 NH1182
 NH1182'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (JJ)
 NH1182'BELVIDERE 1935-GOOD
 NH1182'
 NH1182'BELVIDERE NO 1 1935-GOOD
 NH1182'
 NH1182'R.M. 3-TABLET GONE, DRILL HOLE STILL IN WALK
 NH1182
 NH1182                          STATION RECOVERY (1974)
 NH1182
 NH1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NH1182'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 NH1182'REFERENCE MARK 3 WAS FOUND WITH THE DISK GONE.  REFERENCE MARK
 NH1182'4 WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 NH1182'CHECKED.  A NEW DESCRIPTION FOLLOWS--
 NH1182'
 NH1182'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF TOWN, IN
 NH1182'THE NORTHWEST ANGLE OF AN INTERSECTION FORMED BY EAST AND E
 NH1182'SIXTH STREETS, 27 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE
 NH1182'(1225 EAST ST.), 64 FEET NORTH OF THE CENTERLINE OF E.
 NH1182'SIXTH STREET, 27 FEET WEST OF THE CENTERLINE OF EAST STREET,
 NH1182'8 FEET NORTHWEST OF A POWER POLE, 46 FEET NORTHEAST OF A
 NH1182'FIRE HYDRANT, 10 FEET SOUTHEAST OF A 10 INCH MAPLE TREE AND
 NH1182'1 FOOT EAST OF THE EAST EDGE OF A SIDEWALK.  THE MONUMENT
 NH1182'IS FLUSH AND THE DISK IS STAMPED BELVIDERE 1935.
 NH1182'
 NH1182'REFERENCE MARK 1 IS 73 FEET SOUTHEAST OF THE FIRE HYDRANT,
 NH1182'21 FEET EAST OF THE CENTERLINE OF EAST STREET AND 20 FEET
 NH1182'SOUTH OF THE EXTENDED CENTERLINE OF E. SIXTH STREET.  THE
 NH1182'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BELVIDERE NO 1
 NH1182'1935.
 NH1182'
 NH1182'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BELVIDERE 1935
 NH1182'NO 4 1974, SET IN A DRILL HOLE IN SIDEWALK, 32 FEET SOUTHEAST
 NH1182'OF THE SOUTHEAST CORNER OF THE HOUSE, 30 FEET WEST OF THE
 NH1182'CENTERLINE OF EAST STREET, 46 FEET NORTH OF THE CENTERLINE
 NH1182'OF E. SIXTH STREET, 27 FEET NORTHEAST OF THE FIRE HYDRANT
 NH1182'AND 6 FEET EAST OF THE WEST EDGE OF THE SIDEWALK.
 NH1182'
 NH1182'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1182'
 NH1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BELVIDERE
 NH1182
 NH1182                          STATION RECOVERY (1976)
 NH1182
 NH1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NH1182'STATION MARK, REFERENCE MARKS 1 AND 4 WERE FOUND IN GOOD CONDITION
 NH1182'AS DESCRIBED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 NH1182'CHECKED.  REFERENCE MARK 1 WAS IN WAY OF A SEWER PROJECT IN
 NH1182'PROGRESS AT THIS TIME, REFERENCE MARK 5 WAS SET AND AFTER A CHECK
 NH1182'WAS OBTAINED ON REFERENCE MARK 1 IT WAS DESTROYED AND THE
 NH1182'DISK SALVAGED.
 NH1182'
 NH1182'THE DESCRIPTION IS ADEQUATE.
 NH1182'
 NH1182'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 NH1182'DRILL HOLE IN A CONCRETE SIDEWALK ON THE WEST SIDE OF EAST AVENUE,
 NH1182'30 FEET WEST OF THE CENTERLINE OF EAST AVENUE, 28 FEET NORTHEAST OF
 NH1182'THE SOUTHEAST CORNER OF A BRICK HOUSE AND 44 FEET SOUTH OF THE
 NH1182'CENTERLINE OF A DRIVEWAY TO 1225 EAST AVENUE.  THE DISK IS
 NH1182'STAMPED BELVIDERE 1935 NO 5 1976.
 NH1182'
 NH1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE SOUTHEAST
 NH1182'EDGE OF BELVIDERE.
 NH1182'
 NH1182'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1182
 NH1182                          STATION RECOVERY (1997)
 NH1182
 NH1182'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1195 ***********************************************************************
 NH1195  DESIGNATION -  BELVIDERE BOONE DISTILL STK
 NH1195  PID         -  NH1195
 NH1195  STATE/COUNTY-  IL/BOONE
 NH1195  USGS QUAD   -  BELVIDERE NORTH (1993)
 NH1195
 NH1195                         *CURRENT SURVEY CONTROL
 NH1195  ___________________________________________________________________
 NH1195* NAD 83(1997)-  42 15 08.64427(N)    088 51 15.62426(W)     ADJUSTED  
 NH1195* NAVD 88     -                                                        
 NH1195  ___________________________________________________________________
 NH1195  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 NH1195  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH1195
 NH1195  HORZ ORDER  -  THIRD
 NH1195
 NH1195.The horizontal coordinates were established by classical geodetic methods
 NH1195.and adjusted by the National Geodetic Survey in October 1999..
 NH1195
 NH1195
 NH1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1195
 NH1195.The geoid height was determined by GEOID03.
 NH1195
 NH1195;                    North         East     Units Scale Factor Converg.
 NH1195;SPC IL E     -   620,268.996   257,006.214   MT  0.99999773   -0 21 01.2
 NH1195;SPC IL E     - 2,034,999.20    843,194.55   sFT  0.99999773   -0 21 01.2
 NH1195;SPC IL W     -   620,950.546   808,291.087   MT  1.00008542   +0 52 57.0
 NH1195;SPC IL W     - 2,037,235.25  2,651,868.34   sFT  1.00008542   +0 52 57.0
 NH1195;UTM  16      - 4,679,465.368   347,033.738   MT  0.99988791   -1 14 49.5
 NH1195
 NH1195                          SUPERSEDED SURVEY CONTROL
 NH1195
 NH1195  NAD 83(1997)-  42 15 08.64371(N)    088 51 15.62649(W) AD(       ) 4
 NH1195  NAD 83(1997)-  42 15 08.64130(N)    088 51 15.62962(W) AD(       ) 4
 NH1195  NAD 83(1986)-  42 15 08.64139(N)    088 51 15.63052(W) AD(       ) 4
 NH1195  NAD 27      -  42 15 08.56500(N)    088 51 15.26800(W) AD(       ) 3
 NH1195
 NH1195.Superseded values are not recommended for survey control.
 NH1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1195.See file dsdata.txt to determine how the superseded data were derived.
 NH1195
 NH1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4703479465(NAD 83)
 NH1195_MARKER: 63 = STACK
 NH1195
 NH1195  HISTORY     - Date     Condition        Report By
 NH1195  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1195  HISTORY     - 1946     GOOD             CGS
 NH1195  HISTORY     - 1954     GOOD             CGS
 NH1195  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1195
 NH1195                          STATION DESCRIPTION
 NH1195
 NH1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1195'THIS STATION IS THE STACK AT THE BOONE DISTILLERY IN THE
 NH1195'SOUTHERN PART OF THE CITY OF BELVIDERE, ILLINOIS.  IT IS
 NH1195'LOCATED ABOUT 325 FEET SOUTH OF W. LOCUST AND ABOUT 130 FEET
 NH1195'EAST OF COLUMBIA STREET.  IT WAS ERECTED IN 1932.  IT IS FAIRLY
 NH1195'PROMINENT.
 NH1195'
 NH1195'THE STACK IS ON THE WEST END OF THE MAIN BUILDING, A RED
 NH1195'BRICK STRUCTURE ABOUT 40 FEET HIGH.  THE SLIM WHITE CONCRETE
 NH1195'STACK IS ABOUT 12 FEET IN DIAMETER AT THE BASE, ABOUT 10
 NH1195'FEET IN DIAMETER AT THE TOP, AND ABOUT 150 FEET HIGH.  IT HAS
 NH1195'A COLLAR AT THE TOP.  IT IS ABOUT 190 FEET IN TOTAL HEIGHT.
 NH1195
 NH1195                          STATION RECOVERY (1946)
 NH1195
 NH1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCM)
 NH1195'THIS STATION IS IN FAIR CONDITION AND MEETS ORIGINAL DESCRIPTION.
 NH1195
 NH1195                          STATION RECOVERY (1954)
 NH1195
 NH1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1195'THE STATION WAS RECOVERED AS DESCRIBED.  THE STACK IS STILL
 NH1195'STANDING BUT THE BUILDING HAS BEEN DESTROYED BY FIRE.  THE
 NH1195'OLD DESCRIPTION IS STILL ADEQUATE.
 NH1195
 NH1195                          STATION RECOVERY (1997)
 NH1195
 NH1195'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1194 ***********************************************************************
 NH1194  DESIGNATION -  BELVIDERE CHI ST PAUL AWY BN 6
 NH1194  PID         -  NH1194
 NH1194  STATE/COUNTY-  IL/BOONE
 NH1194  USGS QUAD   -  BELVIDERE NORTH (1993)
 NH1194
 NH1194                         *CURRENT SURVEY CONTROL
 NH1194  ___________________________________________________________________
 NH1194* NAD 83(1997)-  42 15 09.62951(N)    088 49 22.03785(W)     ADJUSTED  
 NH1194* NAVD 88     -                                                        
 NH1194  ___________________________________________________________________
 NH1194  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 NH1194  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NH1194
 NH1194  HORZ ORDER  -  THIRD
 NH1194
 NH1194.The horizontal coordinates were established by classical geodetic methods
 NH1194.and adjusted by the National Geodetic Survey in October 1999..
 NH1194
 NH1194
 NH1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1194
 NH1194.The geoid height was determined by GEOID03.
 NH1194
 NH1194;                    North         East     Units Scale Factor Converg.
 NH1194;SPC IL E     -   620,283.957   259,610.067   MT  0.99999506   -0 19 44.8
 NH1194;SPC IL E     - 2,035,048.28    851,737.36   sFT  0.99999506   -0 19 44.8
 NH1194;UTM  16      - 4,679,439.578   349,637.211   MT  0.99987819   -1 13 33.1
 NH1194
 NH1194                          SUPERSEDED SURVEY CONTROL
 NH1194
 NH1194  NAD 83(1997)-  42 15 09.62896(N)    088 49 22.04029(W) AD(       ) 4
 NH1194  NAD 83(1997)-  42 15 09.62653(N)    088 49 22.04404(W) AD(       ) 4
 NH1194  NAD 83(1986)-  42 15 09.62630(N)    088 49 22.04481(W) AD(       ) 4
 NH1194  NAD 27      -  42 15 09.55100(N)    088 49 21.68500(W) AD(       ) 3
 NH1194
 NH1194.Superseded values are not recommended for survey control.
 NH1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1194.See file dsdata.txt to determine how the superseded data were derived.
 NH1194
 NH1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4963779440(NAD 83)
 NH1194_MARKER: 22 = AIRWAY BEACON
 NH1194
 NH1194  HISTORY     - Date     Condition        Report By
 NH1194  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1194  HISTORY     - 1946     GOOD             CGS
 NH1194  HISTORY     - 1954     MARK NOT FOUND   CGS
 NH1194  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1194
 NH1194                          STATION DESCRIPTION
 NH1194
 NH1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1194'THIS STATION IS AIRWAY BEACON NO. 6, CHICAGO-ST. PAUL AIRLINE,
 NH1194'LOCATED IN THE SOUTHEAST CORNER OF LOT 2, PROSPECT HILL
 NH1194'SUBDIVISION, BELVIDERE, ILLINOIS.  THE BEACON IS IN THE SOUTHEAST
 NH1194'FENCE CORNER, ABOUT 0.15 MILE EAST OF THE CITY LIMITS, ABOUT
 NH1194'60 FEET WEST AND 35 FEET NORTH OF THE FENCE LINES, ABOUT 0.2
 NH1194'MILE EAST OF PROSPECT AVENUE, AND ABOUT 75 FEET NORTH OF THE
 NH1194'CENTERLINE OF U.S. ROUTE 20, IN SEC. 36, T 44 N, R 3 E, ON LAND
 NH1194'OWNED BY WILLIAM BIESTER.  THE PLOT IS COVERED BY DEPT. OF
 NH1194'COMMERCE CONTRACT NO. C-3BA-266.  IT WAS PLACED IN ITS
 NH1194'PRESENT LOCATION IN 1932.
 NH1194'
 NH1194'THE BEACON IS A STANDARD ORANGE-AND-WHITE 60-FOOT REVOLVING
 NH1194'AIRWAY BEACON.
 NH1194
 NH1194                          STATION RECOVERY (1946)
 NH1194
 NH1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCM)
 NH1194'THIS STATION IS IN EXCELLENT CONDITION AND MEETS ORIGINAL
 NH1194'DESCRIPTION PERFECTLY.
 NH1194
 NH1194                          STATION RECOVERY (1954)
 NH1194
 NH1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1194'STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS NO LONGER CHARTED
 NH1194'ON AIRWAY CHARTS AND SHOULD BE CONSIDERED LOST.
 NH1194
 NH1194                          STATION RECOVERY (1997)
 NH1194
 NH1194'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1196 ***********************************************************************
 NH1196  DESIGNATION -  BELVIDERE GOSSARD CORSET TK
 NH1196  PID         -  NH1196
 NH1196  STATE/COUNTY-  IL/BOONE
 NH1196  USGS QUAD   -  BELVIDERE NORTH (1993)
 NH1196
 NH1196                         *CURRENT SURVEY CONTROL
 NH1196  ___________________________________________________________________
 NH1196* NAD 83(1997)-  42 15 02.07237(N)    088 51 16.69523(W)     ADJUSTED  
 NH1196* NAVD 88     -                                                        
 NH1196  ___________________________________________________________________
 NH1196  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 NH1196  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH1196
 NH1196  HORZ ORDER  -  THIRD
 NH1196
 NH1196.The horizontal coordinates were established by classical geodetic methods
 NH1196.and adjusted by the National Geodetic Survey in October 1999..
 NH1196
 NH1196
 NH1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1196
 NH1196.The geoid height was determined by GEOID03.
 NH1196
 NH1196;                    North         East     Units Scale Factor Converg.
 NH1196;SPC IL E     -   620,066.374   256,980.424   MT  0.99999776   -0 21 01.9
 NH1196;SPC IL E     - 2,034,334.43    843,109.94   sFT  0.99999776   -0 21 01.9
 NH1196;SPC IL W     -   620,747.398   808,269.661   MT  1.00008536   +0 52 56.1
 NH1196;SPC IL W     - 2,036,568.75  2,651,798.05   sFT  1.00008536   +0 52 56.1
 NH1196;UTM  16      - 4,679,263.197   347,004.783   MT  0.99988802   -1 14 50.1
 NH1196
 NH1196                          SUPERSEDED SURVEY CONTROL
 NH1196
 NH1196  NAD 83(1997)-  42 15 02.07181(N)    088 51 16.69722(W) AD(       ) 4
 NH1196  NAD 83(1997)-  42 15 02.06935(N)    088 51 16.69953(W) AD(       ) 4
 NH1196  NAD 83(1986)-  42 15 02.06939(N)    088 51 16.70027(W) AD(       ) 4
 NH1196  NAD 27      -  42 15 01.99400(N)    088 51 16.33600(W) AD(       ) 3
 NH1196
 NH1196.Superseded values are not recommended for survey control.
 NH1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1196.See file dsdata.txt to determine how the superseded data were derived.
 NH1196
 NH1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4700579263(NAD 83)
 NH1196_MARKER: 53 = ELEVATED TANK
 NH1196
 NH1196  HISTORY     - Date     Condition        Report By
 NH1196  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1196  HISTORY     - 1946     GOOD             CGS
 NH1196  HISTORY     - 1954     MARK NOT FOUND   CGS
 NH1196  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1196
 NH1196                          STATION DESCRIPTION
 NH1196
 NH1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1196'THIS STATION IS THE TANK AT THE GOSSARD CORSET COMPANY, IN THE
 NH1196'SOUTHERN PART OF THE CITY OF BELVIDERE, ILLINOIS.  IT IS
 NH1196'LOCATED ABOUT 70 FEET SOUTH OF THE FACTORY, ABOUT 110 FEET
 NH1196'EAST OF THE CENTERLINE OF COLUMBIA STREET, AND ABOUT 300 FEET
 NH1196'SOUTH OF THE CENTERLINE OF ALLEN STREET.  THE TANK WAS ERECTED
 NH1196'IN 1915.  IT IS FAIRLY PROMINENT.
 NH1196'
 NH1196'THE TANK HAS FOUR BLACK X-BEAM LEGS ABOUT 110 FEET HIGH.  THE
 NH1196'WHITE HOOPED WOODEN TANK, ABOUT 25 FEET HIGH, SETS ON AN
 NH1196'OCTAGONAL WHITE PLATFORM WITH A BLACK RAIL.  THE TANK HAS THE
 NH1196'WORD GOSSARD PAINTED IN BLACK LETTERS ON THE NORTH AND SOUTH
 NH1196'SIDES.  THE BLACK FLAT CONICAL ROOF HAS A SHORT FINIAL AT ITS
 NH1196'APEX.  THE TOTAL HEIGHT IS ABOUT 135 FEET.
 NH1196
 NH1196                          STATION RECOVERY (1946)
 NH1196
 NH1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCM)
 NH1196'THIS STATION IS IN FAIR CONDITION AND MEETS ORIGINAL DESCRIPTION.
 NH1196
 NH1196                          STATION RECOVERY (1954)
 NH1196
 NH1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1196'TANK WAS SEARCHED FOR BUT NOT LOCATED.  LOCAL INFORMATION
 NH1196'INDICATE THAT THIS TANK WAS TORN DOWN SOME YEARS AGO.
 NH1196'
 NH1196'STATION SHOULD BE CONSIDERED LOST.
 NH1196
 NH1196                          STATION RECOVERY (1997)
 NH1196
 NH1196'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1192 ***********************************************************************
 NH1192  DESIGNATION -  BELVIDERE IMMANUEL LUTH CH
 NH1192  PID         -  NH1192
 NH1192  STATE/COUNTY-  IL/BOONE
 NH1192  USGS QUAD   -  BELVIDERE NORTH (1993)
 NH1192
 NH1192                         *CURRENT SURVEY CONTROL
 NH1192  ___________________________________________________________________
 NH1192* NAD 83(1997)-  42 15 40.96863(N)    088 51 03.39305(W)     ADJUSTED  
 NH1192* NAVD 88     -                                                        
 NH1192  ___________________________________________________________________
 NH1192  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 NH1192  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NH1192
 NH1192  HORZ ORDER  -  THIRD
 NH1192
 NH1192.The horizontal coordinates were established by classical geodetic methods
 NH1192.and adjusted by the National Geodetic Survey in October 1999..
 NH1192
 NH1192
 NH1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1192
 NH1192.The geoid height was determined by GEOID03.
 NH1192
 NH1192;                    North         East     Units Scale Factor Converg.
 NH1192;SPC IL E     -   621,264.637   257,292.642   MT  0.99999743   -0 20 53.2
 NH1192;SPC IL E     - 2,038,265.73    844,134.28   sFT  0.99999743   -0 20 53.2
 NH1192;SPC IL W     -   621,952.208   808,556.049   MT  1.00008612   +0 53 05.7
 NH1192;SPC IL W     - 2,040,521.54  2,652,737.64   sFT  1.00008612   +0 53 05.7
 NH1192;UTM  16      - 4,680,456.295   347,335.682   MT  0.99988677   -1 14 42.1
 NH1192
 NH1192                          SUPERSEDED SURVEY CONTROL
 NH1192
 NH1192  NAD 83(1997)-  42 15 40.96796(N)    088 51 03.39529(W) AD(       ) 4
 NH1192  NAD 83(1997)-  42 15 40.96523(N)    088 51 03.39797(W) AD(       ) 4
 NH1192  NAD 83(1986)-  42 15 40.96519(N)    088 51 03.39808(W) AD(       ) 4
 NH1192  NAD 27      -  42 15 40.88900(N)    088 51 03.03500(W) AD(       ) 3
 NH1192
 NH1192.Superseded values are not recommended for survey control.
 NH1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1192.See file dsdata.txt to determine how the superseded data were derived.
 NH1192
 NH1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4733680456(NAD 83)
 NH1192_MARKER: 90 = CHURCH SPIRE
 NH1192
 NH1192  HISTORY     - Date     Condition        Report By
 NH1192  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1192  HISTORY     - 1946     MARK NOT FOUND   CGS
 NH1192  HISTORY     - 1954     GOOD             CGS
 NH1192  HISTORY     - 1970     GOOD             ILHD
 NH1192  HISTORY     - 19971217 GOOD             USPSQD
 NH1192
 NH1192                          STATION DESCRIPTION
 NH1192
 NH1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1192'THIS STATION IS THE SPIRE ON THE IMMANUEL LUTHERAN CHURCH
 NH1192'IN THE SOUTHWESTERN PART OF THE CITY OF BELVIDERE, ILLINOIS.
 NH1192'IT IS LOCATED ABOUT 65 FEET SOUTH OF THE CENTERLINE OF W. BOONE
 NH1192'STREET, AND ABOUT 0.1 MILE SOUTHWEST OF BAKER STREET.  THE
 NH1192'CHURCH WAS ERECTED IN 1894.  THE SPIRE IS NOT VERY PROMINENT.
 NH1192'
 NH1192'THE SPIRE IS ON THE NORTHWEST END OF A GREY WOODEN CHURCH.
 NH1192'THE BASE IS A SQUARE WOODEN TOWER ABOUT 60 FEET HIGH.  IT
 NH1192'HAS TWO GOTHIC LOUVERED WINDOWS ON EACH SIDE AND A LEDGE
 NH1192'AROUND THE TOP.  THE GREY OCTAGONAL SPIRE IS ABOUT 45 FEET HIGH
 NH1192'AND HAS A GREY CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 NH1192'110 FEET.
 NH1192
 NH1192                          STATION RECOVERY (1946)
 NH1192
 NH1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCM)
 NH1192'CHURCH POSSIBILITY DESTROYED BY FIRE.
 NH1192
 NH1192                          STATION RECOVERY (1954)
 NH1192
 NH1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1192'THE STATION WAS RECOVERED AS DESCRIBED AND THE OLD DESCRIPTION
 NH1192'IS ADEQUATE.
 NH1192'
 NH1192'NOTE--THIS STATION WAS ERRONEOUSLY REPORTED AS BEING DESTROYED
 NH1192'BY FIRE IN 1946.  LOCAL INVESTIGATION AND CHECK BY DISTANCE
 NH1192'FROM NEW TRIANGULATION STATION INDICATE IT IS THE ORIGINAL
 NH1192'STRUCTURE.
 NH1192
 NH1192                          STATION RECOVERY (1970)
 NH1192
 NH1192'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 NH1192'STATION WAS FOUND IN GOOD CONDITION AND AS DESCRIBED.
 NH1192'
 NH1192'CHURCH IS NOW PAINTED WHITE.
 NH1192
 NH1192                          STATION RECOVERY (1997)
 NH1192
 NH1192'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1198 ***********************************************************************
 NH1198  DESIGNATION -  BELVIDERE MUN HEATING PLT STK
 NH1198  PID         -  NH1198
 NH1198  STATE/COUNTY-  IL/BOONE
 NH1198  USGS QUAD   -  BELVIDERE NORTH (1993)
 NH1198
 NH1198                         *CURRENT SURVEY CONTROL
 NH1198  ___________________________________________________________________
 NH1198* NAD 83(1997)-  42 15 28.80127(N)    088 50 26.88795(W)     ADJUSTED  
 NH1198* NAVD 88     -                                                        
 NH1198  ___________________________________________________________________
 NH1198  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 NH1198  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NH1198
 NH1198  HORZ ORDER  -  THIRD
 NH1198
 NH1198.The horizontal coordinates were established by classical geodetic methods
 NH1198.and adjusted by the National Geodetic Survey in October 1999..
 NH1198
 NH1198
 NH1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1198
 NH1198.The geoid height was determined by GEOID03.
 NH1198
 NH1198;                    North         East     Units Scale Factor Converg.
 NH1198;SPC IL E     -   620,884.186   258,127.074   MT  0.99999656   -0 20 28.5
 NH1198;SPC IL E     - 2,037,017.53    846,871.91   sFT  0.99999656   -0 20 28.5
 NH1198;SPC IL W     -   621,589.768   809,398.550   MT  1.00008838   +0 53 30.1
 NH1198;SPC IL W     - 2,039,332.43  2,655,501.74   sFT  1.00008838   +0 53 30.1
 NH1198;UTM  16      - 4,680,062.873   348,163.963   MT  0.99988367   -1 14 17.2
 NH1198
 NH1198                          SUPERSEDED SURVEY CONTROL
 NH1198
 NH1198  NAD 83(1997)-  42 15 28.80065(N)    088 50 26.89041(W) AD(       ) 4
 NH1198  NAD 83(1997)-  42 15 28.79775(N)    088 50 26.89335(W) AD(       ) 4
 NH1198  NAD 83(1986)-  42 15 28.79749(N)    088 50 26.89315(W) AD(       ) 4
 NH1198  NAD 27      -  42 15 28.71800(N)    088 50 26.53000(W) AD(       ) 3
 NH1198
 NH1198.Superseded values are not recommended for survey control.
 NH1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1198.See file dsdata.txt to determine how the superseded data were derived.
 NH1198
 NH1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4816480063(NAD 83)
 NH1198_MARKER: 63 = STACK
 NH1198
 NH1198  HISTORY     - Date     Condition        Report By
 NH1198  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1198  HISTORY     - 1946     GOOD             CGS
 NH1198  HISTORY     - 1954     MARK NOT FOUND   CGS
 NH1198  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1198
 NH1198                          STATION DESCRIPTION
 NH1198
 NH1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1198'THIS STATION IS THE STACK AT THE BELVIDERE MUNICIPAL HEATING
 NH1198'PLANT, IN THE CITY OF BELVIDERE, ILLINOIS.  IT IS LOCATED
 NH1198'ABOUT 100 FEET SOUTHWEST OF THE CENTERLINE OF WHITNEY STREET,
 NH1198'ABOUT 140 FEET SOUTHEAST OF THE CENTERLINE OF MEADOW STREET,
 NH1198'AND ABOUT 20 FEET SOUTHEAST OF THE HEATING PLANT.  THE STACK
 NH1198'WAS ERECTED IN 1914.  IT IS VERY PROMINENT.
 NH1198'
 NH1198'THE STACK IS ON THE SOUTHEAST SIDE OF THE HEATING PLANT.  IT
 NH1198'IS A TALL WHITE CONCRETE STRUCTURE ABOUT 20 FEET IN DIAMETER
 NH1198'AT THE BASE, ABOUT 10 FEET IN DIAMETER AT THE TOP, AND ABOUT
 NH1198'190 FEET HIGH.  IT HAS A COLLAR AROUND THE TOP.
 NH1198
 NH1198                          STATION RECOVERY (1946)
 NH1198
 NH1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCM)
 NH1198'THIS STATION IS IN GOOD CONDITION AND MEETS ORIGINAL
 NH1198'DESCRIPTION PERFECTLY.
 NH1198
 NH1198                          STATION RECOVERY (1954)
 NH1198
 NH1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1198'STATION WAS SEARCHED FOR BUT NOT FOUND.  INFORMATION FROM
 NH1198'RESIDENTS IN THE AREA INDICATE THAT THE STACK WAS TORN DOWN IN
 NH1198'1952.
 NH1198'
 NH1198'STATION SHOULD BE CONSIDERED LOST.
 NH1198
 NH1198                          STATION RECOVERY (1997)
 NH1198
 NH1198'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1197 ***********************************************************************
 NH1197  DESIGNATION -  BELVIDERE NATL SEW MACH CO STK
 NH1197  PID         -  NH1197
 NH1197  STATE/COUNTY-  IL/BOONE
 NH1197  USGS QUAD   -  BELVIDERE NORTH (1993)
 NH1197
 NH1197                         *CURRENT SURVEY CONTROL
 NH1197  ___________________________________________________________________
 NH1197* NAD 83(1997)-  42 15 31.62496(N)    088 50 27.01184(W)     ADJUSTED  
 NH1197* NAVD 88     -                                                        
 NH1197  ___________________________________________________________________
 NH1197  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 NH1197  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NH1197
 NH1197  HORZ ORDER  -  THIRD
 NH1197
 NH1197.The horizontal coordinates were established by classical geodetic methods
 NH1197.and adjusted by the National Geodetic Survey in October 1999..
 NH1197
 NH1197
 NH1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1197
 NH1197.The geoid height was determined by GEOID03.
 NH1197
 NH1197;                    North         East     Units Scale Factor Converg.
 NH1197;SPC IL E     -   620,971.327   258,124.753   MT  0.99999657   -0 20 28.6
 NH1197;SPC IL E     - 2,037,303.43    846,864.29   sFT  0.99999657   -0 20 28.6
 NH1197;SPC IL W     -   621,676.846   809,394.355   MT  1.00008837   +0 53 30.1
 NH1197;SPC IL W     - 2,039,618.12  2,655,487.98   sFT  1.00008837   +0 53 30.1
 NH1197;UTM  16      - 4,680,150.029   348,163.007   MT  0.99988367   -1 14 17.4
 NH1197
 NH1197                          SUPERSEDED SURVEY CONTROL
 NH1197
 NH1197  NAD 83(1997)-  42 15 31.62434(N)    088 50 27.01430(W) AD(       ) 4
 NH1197  NAD 83(1997)-  42 15 31.62146(N)    088 50 27.01729(W) AD(       ) 4
 NH1197  NAD 83(1986)-  42 15 31.62118(N)    088 50 27.01710(W) AD(       ) 4
 NH1197  NAD 27      -  42 15 31.54200(N)    088 50 26.65400(W) AD(       ) 3
 NH1197
 NH1197.Superseded values are not recommended for survey control.
 NH1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1197.See file dsdata.txt to determine how the superseded data were derived.
 NH1197
 NH1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4816380150(NAD 83)
 NH1197_MARKER: 63 = STACK
 NH1197
 NH1197  HISTORY     - Date     Condition        Report By
 NH1197  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1197  HISTORY     - 1946     GOOD             CGS
 NH1197  HISTORY     - 1954     GOOD             CGS
 NH1197  HISTORY     - 19971217 GOOD             USPSQD
 NH1197
 NH1197                          STATION DESCRIPTION
 NH1197
 NH1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1197'THIS STATION IS THE STACK AT THE NATIONAL SEWING MACHINE COMPANY,
 NH1197'IN THE CITY OF BELVIDERE, ILLINOIS.  IT IS LOCATED ABOUT 60
 NH1197'FEET NORTHWEST OF THE CENTERLINE OF MEADOWS STREET, AND ABOUT
 NH1197'80 FEET NORTHEAST OF A LINE PROJECTED NORTHWEST FROM THE
 NH1197'CENTERLINE OF WHITNEY STREET.  THE STACK WAS ERECTED IN 1900.  IT
 NH1197'IS QUITE PROMINENT.
 NH1197'
 NH1197'THE STACK IS ON A YELLOW BRICK BUILDING ABOUT 60 FEET HIGH.
 NH1197'THE YELLOW BRICK STACK IS ABOUT 18 FEET IN DIAMETER AT THE
 NH1197'BASE, ABOUT 10 FEET IN DIAMETER AT THE TOP, AND ABOUT 100
 NH1197'FEET HIGH.  IT HAS A LARGE BALL TOP.  THE TOTAL HEIGHT IS ABOUT
 NH1197'160 FEET.
 NH1197
 NH1197                          STATION RECOVERY (1946)
 NH1197
 NH1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCM)
 NH1197'THIS STATION IS IN GOOD CONDITION AND MEETS ORIGINAL DESCRIPTION
 NH1197'PERFECTLY.
 NH1197
 NH1197                          STATION RECOVERY (1954)
 NH1197
 NH1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1197'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 NH1197'THE OLD DESCRIPTION IS ADEQUATE WITH ONE CHANGE.  WHITNEY
 NH1197'STREET IS NOW WHITNEY BLVD.
 NH1197
 NH1197                          STATION RECOVERY (1997)
 NH1197
 NH1197'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1200 ***********************************************************************
 NH1200  DESIGNATION -  BELVIDERE SCREW CO STK
 NH1200  PID         -  NH1200
 NH1200  STATE/COUNTY-  IL/BOONE
 NH1200  USGS QUAD   -  BELVIDERE NORTH (1993)
 NH1200
 NH1200                         *CURRENT SURVEY CONTROL
 NH1200  ___________________________________________________________________
 NH1200* NAD 83(1997)-  42 16 02.70405(N)    088 50 15.32359(W)     ADJUSTED  
 NH1200* NAVD 88     -                                                        
 NH1200  ___________________________________________________________________
 NH1200  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NH1200  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NH1200
 NH1200  HORZ ORDER  -  THIRD
 NH1200
 NH1200.The horizontal coordinates were established by classical geodetic methods
 NH1200.and adjusted by the National Geodetic Survey in October 1999..
 NH1200
 NH1200
 NH1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1200
 NH1200.The geoid height was determined by GEOID03.
 NH1200
 NH1200;                    North         East     Units Scale Factor Converg.
 NH1200;SPC IL E     -   621,928.664   258,398.325   MT  0.99999629   -0 20 21.0
 NH1200;SPC IL E     - 2,040,444.29    847,761.84   sFT  0.99999629   -0 20 21.0
 NH1200;SPC IL W     -   622,639.938   809,647.285   MT  1.00008905   +0 53 38.5
 NH1200;SPC IL W     - 2,042,777.86  2,656,317.80   sFT  1.00008905   +0 53 38.5
 NH1200;UTM  16      - 4,681,102.859   348,451.499   MT  0.99988259   -1 14 10.3
 NH1200
 NH1200                          SUPERSEDED SURVEY CONTROL
 NH1200
 NH1200  NAD 83(1997)-  42 16 02.70332(N)    088 50 15.32600(W) AD(       ) 4
 NH1200  NAD 83(1997)-  42 16 02.70084(N)    088 50 15.32937(W) AD(       ) 4
 NH1200  NAD 83(1986)-  42 16 02.70094(N)    088 50 15.32947(W) AD(       ) 4
 NH1200  NAD 27      -  42 16 02.62700(N)    088 50 14.96900(W) AD(       ) 3
 NH1200
 NH1200.Superseded values are not recommended for survey control.
 NH1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1200.See file dsdata.txt to determine how the superseded data were derived.
 NH1200
 NH1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4845181103(NAD 83)
 NH1200_MARKER: 63 = STACK
 NH1200
 NH1200  HISTORY     - Date     Condition        Report By
 NH1200  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1200  HISTORY     - 1946     GOOD             CGS
 NH1200  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH1200  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1200
 NH1200                          STATION DESCRIPTION
 NH1200
 NH1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1200'THIS STATION IS THE STACK AT THE BELVIDERE SCREW AND MACHINE
 NH1200'COMPANY IN THE NORTHWESTERN PART OF THE CITY OF BELVIDERE,
 NH1200'ILLINOIS.  IT IS LOCATED AT THE NORTH CORNER OF THE POWERHOUSE,
 NH1200'ABOUT 0.1 MILE NORTHWEST OF THE NORTHEAST END OF E. LOCUST
 NH1200'STREET AND ABOUT 65 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 NH1200'OF THE C.M. AND ST. P.R.R.  THE STACK WAS ERECTED IN 1915 AND IS
 NH1200'QUITE PROMINENT.
 NH1200'
 NH1200'THE TALL SLIM CONCRETE STACK IS ABOUT 14 FEET IN DIAMETER AT
 NH1200'THE BASE, ABOUT 8 FEET IN DIAMETER AT THE TOP AND ABOUT
 NH1200'160 FEET HIGH.  IT HAS A COLLAR AT THE TOP AND METAL BANDS
 NH1200'AROUND IT ALL THE WAY UP.
 NH1200
 NH1200                          STATION RECOVERY (1946)
 NH1200
 NH1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JCM)
 NH1200'THIS STATION IS IN GOOD CONDITION AND MEETS ORIGINAL
 NH1200'DESCRIPTION PERFECTLY.
 NH1200
 NH1200                          STATION RECOVERY (1954)
 NH1200
 NH1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1200'LISTED IN 1935 AS BELVIDERE, BELVIDERE SCREW AND MACHINE
 NH1200'CO., STACK.
 NH1200'
 NH1200'DESCRIPTION OF STACK IS ADEQUATE.  LOCATION SHOULD BE CHANGED
 NH1200'AS FOLLOWS--IT IS LOCATED ABOUT 100 FEET WEST OF MADISON STREET AND
 NH1200'65 FEET SOUTHWEST OF THE C.M. AND ST. P. RAILROAD TRACKS.
 NH1200'PLANS CALL FOR DESTRUCTION OF THIS STACK IN THE NEAR FUTURE.
 NH1200
 NH1200                          STATION RECOVERY (1997)
 NH1200
 NH1200'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1637 ***********************************************************************
 NH1637  DESIGNATION -  BELVPORT
 NH1637  PID         -  NH1637
 NH1637  STATE/COUNTY-  IL/BOONE
 NH1637  USGS QUAD   -  BELVIDERE NORTH (1993)
 NH1637
 NH1637                         *CURRENT SURVEY CONTROL
 NH1637  ___________________________________________________________________
 NH1637* NAD 83(1997)-  42 19 15.60655(N)    088 50 12.01218(W)     ADJUSTED  
 NH1637* NAVD 88     -       259.7    (meters)     852.     (feet)  GPS OBS   
 NH1637  ___________________________________________________________________
 NH1637  X           -      95,893.655 (meters)                     COMP
 NH1637  Y           -  -4,722,260.160 (meters)                     COMP
 NH1637  Z           -   4,272,186.462 (meters)                     COMP
 NH1637  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 NH1637  ELLIP HEIGHT-         226.10  (meters)          (12/06/04) GPS OBS
 NH1637  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NH1637
 NH1637  HORZ ORDER  -  FIRST
 NH1637  ELLP ORDER  -  FOURTH    CLASS I
 NH1637
 NH1637.This mark is at Belvidere Airport (C77)
 NH1637
 NH1637.The horizontal coordinates were established by GPS observations
 NH1637.and adjusted by the National Geodetic Survey in September 1998..
 NH1637
 NH1637.The orthometric height was determined by GPS observations and a
 NH1637.high-resolution geoid model.
 NH1637
 NH1637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1637
 NH1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1637
 NH1637.The ellipsoidal height was determined by GPS observations
 NH1637.and is referenced to NAD 83.
 NH1637
 NH1637.The geoid height was determined by GEOID03.
 NH1637
 NH1637;                    North         East     Units Scale Factor Converg.
 NH1637;SPC IL E     -   627,880.149   258,509.400   MT  0.99999617   -0 20 20.0
 NH1637;SPC IL E     - 2,059,970.12    848,126.26   sFT  0.99999617   -0 20 20.0
 NH1637;UTM  16      - 4,687,051.196   348,655.757   MT  0.99988183   -1 14 12.6
 NH1637
 NH1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1637!SPC IL E     -   0.99996454  x   0.99999617  =   0.99996071
 NH1637!UTM  16      -   0.99996454  x   0.99988183  =   0.99984637
 NH1637
 NH1637:                Primary Azimuth Mark                     Grid Az
 NH1637:SPC IL E     -  BELVPORT AZ MK                           122 43 57.8
 NH1637:UTM  16      -  BELVPORT AZ MK                           123 37 50.4
 NH1637
 NH1637|---------------------------------------------------------------------|
 NH1637| PID    Reference Object                     Distance      Geod. Az  |
 NH1637|                                                           dddmmss.s |
 NH1637| NH1638 BELVPORT AZ MK                      APPROX. 0.6 KM 1222337.8 |
 NH1637|---------------------------------------------------------------------|
 NH1637
 NH1637                          SUPERSEDED SURVEY CONTROL
 NH1637
 NH1637  ELLIP H (09/15/98)  226.15   (m)                       GP(       ) 3 1
 NH1637  NAD 83(1997)-  42 19 15.60555(N)    088 50 12.01614(W) AD(       ) 1
 NH1637  ELLIP H (11/21/91)  226.11   (m)                       GP(       ) 4 1
 NH1637  NAD 83(1986)-  42 19 15.60421(N)    088 50 12.02153(W) AD(       ) 1
 NH1637  NGVD 29 (06/25/91)  259.7    (m)          852.     (f) GPS OBS        
 NH1637
 NH1637.Superseded values are not recommended for survey control.
 NH1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1637.See file dsdata.txt to determine how the superseded data were derived.
 NH1637
 NH1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4865687051(NAD 83)
 NH1637_MARKER: I = METAL ROD
 NH1637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1637_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1637_STAMPING: BELVPORT 1990
 NH1637_MARK LOGO: NGS   
 NH1637_PROJECTION: FLUSH
 NH1637_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NH1637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NH1637+STABILITY: POSITION/ELEVATION WELL
 NH1637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1637+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NH1637_ROD/PIPE-DEPTH: 7.0  meters
 NH1637_SLEEVE-DEPTH  : 1.0 meters
 NH1637
 NH1637  HISTORY     - Date     Condition        Report By
 NH1637  HISTORY     - 1990     MONUMENTED       NGS
 NH1637  HISTORY     - 19960805 GOOD             SECI
 NH1637  HISTORY     - 19971217 GOOD             USPSQD
 NH1637
 NH1637                          STATION DESCRIPTION
 NH1637
 NH1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1637'STATION IS LOCATED ABOUT 7.0 KM (4.3 MI) NORTH OF BELVIDERE, AT THE
 NH1637'BELVIDERE LTD AIRPORT, AT A TURN-AROUND ABOUT MIDWAY ALONG THE
 NH1637'RUNWAY, IN WEST CENTRAL SECTION 1, T 44 N, R 3 E.  OWNERSHIP--RICHARD
 NH1637'H. THOMAS, 11619 RTE 76, POPLAR GROVE, IL 61065.  PHONE IS
 NH1637'815-544-3471.
 NH1637'TO REACH FROM THE JUNCTION OF US HIGHWAY 20 BUSINESS AND STATE HIGHWAY
 NH1637'76 ON THE NORTHWEST SIDE OF BELVIDERE, GO NORTH ON HIGHWAY 76 FOR
 NH1637'2.95 KM (1.83 MI) TO A FORK.  KEEP RIGHT ON HIGHWAY 76 FOR 2.41 KM
 NH1637'(1.50 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST,
 NH1637'FOR 0.16 KM (0.10 MI) TO THE OFFICE.  TURN LEFT, AND GO AROUND NORTH
 NH1637'SIDE OF OFFICE FOR 0.05 KM (0.03 MI) TO THE APRON.  BEAR LEFT,
 NH1637'NORTHEAST, ON APRON AND RAMP FOR 0.22 KM (0.14 MI) TO THE END OF THE
 NH1637'RUNWAY.  TURN RIGHT, SOUTHEAST, ALONGSIDE RUNWAY FOR 0.57 KM
 NH1637'(0.35 MI) TO THE TURN-AROUND AND THE STATION.
 NH1637'THE STATION IS LOCATED 31.8 M (104.3 FT) SOUTHEAST FROM THE FIRST
 NH1637'RUNWAY LIGHT NORTHWEST OF THE TURN-AROUND, 28.9 M (94.8 FT)
 NH1637'WEST-NORTHWEST FROM THE FIRST RUNWAY LIGHT SOUTHEAST OF THE
 NH1637'TURN-AROUND, 18.9 M (62.0 FT) SOUTHWEST FROM THE CENTER OF THE
 NH1637'RUNWAY, AND 3.7 M (12.1 FT) SOUTHWEST FROM THE EDGE OF AND AT THE
 NH1637'MIDWAY POINT OF THE TURN-AROUND.
 NH1637'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NH1637
 NH1637                          STATION RECOVERY (1996)
 NH1637
 NH1637'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1637'RECOVERED AS DESCRIBED EXCEPT THAT THE AIRPORT CONTACT IS STEVE THOMAS
 NH1637'815-544-3471.
 NH1637
 NH1637                          STATION RECOVERY (1997)
 NH1637
 NH1637'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1638 ***********************************************************************
 NH1638  DESIGNATION -  BELVPORT AZ MK
 NH1638  PID         -  NH1638
 NH1638  STATE/COUNTY-  IL/BOONE
 NH1638  USGS QUAD   -  BELVIDERE NORTH (1993)
 NH1638
 NH1638                         *CURRENT SURVEY CONTROL
 NH1638  ___________________________________________________________________
 NH1638* NAD 83(1997)-  42 19 05.73355(N)    088 49 51.04551(W)     ADJUSTED  
 NH1638* NAVD 88     -       259.3    (meters)     851.     (feet)  GPS OBS   
 NH1638  ___________________________________________________________________
 NH1638  X           -      96,377.849 (meters)                     COMP
 NH1638  Y           -  -4,722,455.202 (meters)                     COMP
 NH1638  Z           -   4,271,960.977 (meters)                     COMP
 NH1638  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 NH1638  ELLIP HEIGHT-         225.76  (meters)          (12/06/04) GPS OBS
 NH1638  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NH1638
 NH1638  HORZ ORDER  -  FIRST
 NH1638  ELLP ORDER  -  FOURTH    CLASS I
 NH1638
 NH1638.This mark is at Belvidere Airport (C77)
 NH1638
 NH1638.The horizontal coordinates were established by GPS observations
 NH1638.and adjusted by the National Geodetic Survey in September 1998..
 NH1638
 NH1638.The orthometric height was determined by GPS observations and a
 NH1638.high-resolution geoid model.
 NH1638
 NH1638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1638
 NH1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1638
 NH1638.The ellipsoidal height was determined by GPS observations
 NH1638.and is referenced to NAD 83.
 NH1638
 NH1638.The geoid height was determined by GEOID03.
 NH1638
 NH1638;                    North         East     Units Scale Factor Converg.
 NH1638;SPC IL E     -   627,572.697   258,987.705   MT  0.99999569   -0 20 05.8
 NH1638;SPC IL E     - 2,058,961.42    849,695.50   sFT  0.99999569   -0 20 05.8
 NH1638;UTM  16      - 4,686,736.322   349,129.130   MT  0.99988007   -1 13 58.2
 NH1638
 NH1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1638!SPC IL E     -   0.99996459  x   0.99999569  =   0.99996028
 NH1638!UTM  16      -   0.99996459  x   0.99988007  =   0.99984467
 NH1638
 NH1638:                Primary Azimuth Mark                     Grid Az
 NH1638:SPC IL E     -  BELVPORT                                 302 43 57.7
 NH1638:UTM  16      -  BELVPORT                                 303 37 50.1
 NH1638
 NH1638|---------------------------------------------------------------------|
 NH1638| PID    Reference Object                     Distance      Geod. Az  |
 NH1638|                                                           dddmmss.s |
 NH1638| NH1637 BELVPORT                            APPROX. 0.6 KM 3022351.9 |
 NH1638|---------------------------------------------------------------------|
 NH1638
 NH1638                          SUPERSEDED SURVEY CONTROL
 NH1638
 NH1638  ELLIP H (09/15/98)  225.81   (m)                       GP(       ) 3 1
 NH1638  NAD 83(1997)-  42 19 05.73204(N)    088 49 51.04967(W) AD(       ) 1
 NH1638  NAD 83(1986)-  42 19 05.73070(N)    088 49 51.05505(W) AD(       ) 1
 NH1638  NGVD 29 (06/25/91)  259.4    (m)          851.     (f) GPS OBS        
 NH1638
 NH1638.Superseded values are not recommended for survey control.
 NH1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1638.See file dsdata.txt to determine how the superseded data were derived.
 NH1638
 NH1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4912986736(NAD 83)
 NH1638_MARKER: I = METAL ROD
 NH1638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1638_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1638_STAMPING: BELVPORT AZ MK 1990
 NH1638_MARK LOGO: NGS   
 NH1638_PROJECTION: FLUSH
 NH1638_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NH1638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NH1638+STABILITY: POSITION/ELEVATION WELL
 NH1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1638+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NH1638_ROD/PIPE-DEPTH: 4.6  meters
 NH1638_SLEEVE-DEPTH  : 1.0 meters
 NH1638
 NH1638  HISTORY     - Date     Condition        Report By
 NH1638  HISTORY     - 1990     MONUMENTED       NGS
 NH1638  HISTORY     - 19960805 GOOD             SECI
 NH1638  HISTORY     - 19971217 GOOD             USPSQD
 NH1638
 NH1638                          STATION DESCRIPTION
 NH1638
 NH1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1638'STATION IS LOCATED ABOUT 7.0 KM (4.3 MI) NORTH OF BELVIDERE, AT THE
 NH1638'BELVIDERE LTD AIRPORT, AT THE SOUTH CORNER OF RUNWAY 12-30, IN THE
 NH1638'SOUTHEAST 1/4 OF SECTION 1, T 44 N, R 3 E.  OWNERSHIP--RICHARD H.
 NH1638'THOMAS, 11619 RTE 76, POPLAR GROVE, IL 61065.  PHONE IS 815-544-3471.
 NH1638'TO REACH FROM THE JUNCTION OF US HIGHWAY 20 BUSINESS AND STATE HIGHWAY
 NH1638'76 ON THE NORTHWEST SIDE OF BELVIDERE, GO NORTH ON HIGHWAY 76 FOR
 NH1638'2.95 KM (1.83 MI) TO A FORK.  KEEP RIGHT ON HIGHWAY 76 FOR 2.41 KM
 NH1638'(1.50 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST,
 NH1638'FOR 0.16 KM (0.10 MI) TO THE OFFICE.  TURN LEFT, AND GO AROUND NORTH
 NH1638'SIDE OF OFFICE FOR 0.05 KM (0.03 MI) TO THE APRON.  BEAR LEFT,
 NH1638'NORTHEAST, ON APRON AND RAMP FOR 0.22 KM (0.14 MI) TO THE END OF THE
 NH1638'RUNWAY.  TURN RIGHT, SOUTHEAST, ALONGSIDE RUNWAY FOR 1.16 KM
 NH1638'(0.72 MI) TO THE END OF THE RUNWAY AND THE STATION.
 NH1638'THE STATION IS LOCATED 17.8 M (58.4 FT) SOUTHWEST FROM THE EXTENDED
 NH1638'CENTER OF THE RUNWAY, 8.0 M (26.2 FT) SOUTHWEST FROM THE MOST
 NH1638'SOUTHWESTERN AND ON LINE WITH THE RUNWAY END LIGHTS, AND 3.8 M
 NH1638'(12.5 FT) SOUTH FROM THE EDGE OF THE CURVED PAVEMENT.
 NH1638'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NH1638
 NH1638                          STATION RECOVERY (1996)
 NH1638
 NH1638'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1638'RECOVERED AS DESCRIBED EXCEPT THAT THE AIRPORT CONTACT IS STEVE THOMAS
 NH1638'815-544-3471.
 NH1638
 NH1638                          STATION RECOVERY (1997)
 NH1638
 NH1638'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0641 ***********************************************************************
 KB0641  DESIGNATION -  BEMENT
 KB0641  PID         -  KB0641
 KB0641  STATE/COUNTY-  IL/PIATT
 KB0641  USGS QUAD   -  BEMENT (1983)
 KB0641
 KB0641                         *CURRENT SURVEY CONTROL
 KB0641  ___________________________________________________________________
 KB0641* NAD 83(1986)-  39 55 29.     (N)    088 34 17.     (W)     SCALED    
 KB0641* NAVD 88     -       209.950  (meters)     688.81   (feet)  ADJUSTED  
 KB0641  ___________________________________________________________________
 KB0641  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0641  DYNAMIC HT  -         209.840 (meters)     688.45  (feet)  COMP
 KB0641  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KB0641
 KB0641  VERT ORDER  -  SECOND    CLASS 0
 KB0641
 KB0641.The horizontal coordinates were scaled from a topographic map and have
 KB0641.an estimated accuracy of +/- 6 seconds.
 KB0641
 KB0641.The orthometric height was determined by differential leveling
 KB0641.and adjusted by the National Geodetic Survey in June 1991..
 KB0641
 KB0641.The geoid height was determined by GEOID03.
 KB0641
 KB0641.The dynamic height is computed by dividing the NAVD 88
 KB0641.geopotential number by the normal gravity value computed on the
 KB0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0641.degrees latitude (g = 980.6199 gals.).
 KB0641
 KB0641.The modeled gravity was interpolated from observed gravity values.
 KB0641
 KB0641;                    North         East    Units  Estimated Accuracy
 KB0641;SPC IL E     -   361,670.      279,650.      MT  (+/- 180 meters Scaled)
 KB0641
 KB0641                          SUPERSEDED SURVEY CONTROL
 KB0641
 KB0641  NGVD 29 (??/??/92)  210.020  (m)          689.04   (f) ADJ UNCH    2 0
 KB0641
 KB0641.Superseded values are not recommended for survey control.
 KB0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0641.See file dsdata.txt to determine how the superseded data were derived.
 KB0641
 KB0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK657205(NAD 83)
 KB0641_MARKER: DB = BENCH MARK DISK
 KB0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0641_STAMPING: BEMENT 1934
 KB0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0641+STABILITY: SURFACE MOTION
 KB0641
 KB0641  HISTORY     - Date     Condition        Report By
 KB0641  HISTORY     - 1934     MONUMENTED       CGS
 KB0641  HISTORY     - 1975     GOOD             ILDT
 KB0641
 KB0641                          STATION DESCRIPTION
 KB0641
 KB0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0641'AT BEMENT.
 KB0641'AT BEMENT, PIATT COUNTY, AT THE INTERSECTION OF NORTH MACON
 KB0641'STREET AND WEST BOWYER STREET, AT THE SOUTH SIDE OF THE CITY PARK,
 KB0641'120 FEET EAST OF THE CENTERLINE OF NORTH MACON STREET, 27 FEET
 KB0641'NORTH OF THE CENTERLINE OF WEST BOWYER STREET, 3 FEET NORTH OF
 KB0641'THE SIDEWALK, AND ABOUT 4 INCHES LOWER THAN THE SIDEWALK.  A
 KB0641'STANDARD DISK, STAMPED BEMENT 1934 AND SET IN THE TOP OF A
 KB0641'CONCRETE POST.
 KB0641
 KB0641                          STATION RECOVERY (1975)
 KB0641
 KB0641'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3147 ***********************************************************************
 ME3147  DESIGNATION -  BEMIS
 ME3147  PID         -  ME3147
 ME3147  STATE/COUNTY-  IL/COOK
 ME3147  USGS QUAD   -  HINSDALE (1993)
 ME3147
 ME3147                         *CURRENT SURVEY CONTROL
 ME3147  ___________________________________________________________________
 ME3147* NAD 83(1997)-  41 49 14.15452(N)    087 54 10.87283(W)     ADJUSTED  
 ME3147* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 ME3147  ___________________________________________________________________
 ME3147  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 ME3147  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 ME3147
 ME3147  HORZ ORDER  -  SECOND
 ME3147
 ME3147.The horizontal coordinates were established by classical geodetic methods
 ME3147.and adjusted by the National Geodetic Survey in October 1999..
 ME3147
 ME3147.The orthometric height was scaled from a topographic map.
 ME3147
 ME3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3147
 ME3147.The geoid height was determined by GEOID03.
 ME3147
 ME3147;                    North         East     Units Scale Factor Converg.
 ME3147;SPC IL E     -   572,266.223   335,750.877   MT  0.99999072   +0 17 13.0
 ME3147;SPC IL E     - 1,877,510.10  1,101,542.67   sFT  0.99999072   +0 17 13.0
 ME3147;UTM  16      - 4,630,251.884   425,003.969   MT  0.99966921   -0 36 07.8
 ME3147
 ME3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3147!SPC IL E     -   0.99997403  x   0.99999072  =   0.99996475
 ME3147!UTM  16      -   0.99997403  x   0.99966921  =   0.99964325
 ME3147
 ME3147:                Primary Azimuth Mark                     Grid Az
 ME3147:SPC IL E     -  HILLSIDE MUNICIPAL TANK                  359 46 22.6
 ME3147:UTM  16      -  HILLSIDE MUNICIPAL TANK                  000 39 43.4
 ME3147
 ME3147|---------------------------------------------------------------------|
 ME3147| PID    Reference Object                     Distance      Geod. Az  |
 ME3147|                                                           dddmmss.s |
 ME3147| ME3148 HILLSIDE MUNICIPAL TANK             APPROX. 5.6 KM 0000335.6 |
 ME3147| ME3174 NORTH LAKE MUNICIPAL TANK           APPROX. 9.8 KM 0033240.6 |
 ME3147| ME3167 MELROSE PARK INTL HARVESTER TK      APPROX.10.5 KM 0104823.7 |
 ME3147| ME3175 HILLSIDE ALUM CO OF AMER TK         APPROX. 6.3 KM 0110157.4 |
 ME3147| ME3095 FRANKLIN PARK MUN TANK              APPROX.13.2 KM 0141826.4 |
 ME3147| ME3028 FRANKLIN PARK MOTOROLA INC TK       APPROX.12.2 KM 0164438.6 |
 ME3147| ME3149 HILLSIDE VULCAN CONTAIN INC TK      APPROX. 5.6 KM 0171250.5 |
 ME3147| ME3033 MELROSE PARK FORD MOTOR N TANK      APPROX.10.7 KM 0180737.4 |
 ME3147| ME3014 BELLWOOD MUNICIPAL TANK             APPROX. 8.1 KM 0201603.8 |
 ME3147| ME3013 BELLWOOD SUN ELECTRIC CORP TK       APPROX. 6.9 KM 0214314.9 |
 ME3147| ME3082 BELLWOOD CHICAGO SCREW CO TANK      APPROX. 7.7 KM 0224301.4 |
 ME3147| ME3029 MELROSE PARK CONSOL FOODS TANK      APPROX.11.8 KM 0235808.6 |
 ME3147| ME3015 BELLWOOD W D ALLEN MFG CO TANK      APPROX. 7.3 KM 0250232.2 |
 ME3147| ME3032 MAYWOOD AMERICAN CAN CO TANK        APPROX. 7.1 KM 0283420.0 |
 ME3147| ME3017 ELMWOOD PARK RAYTHEON CORP TK       APPROX.11.3 KM 0314608.1 |
 ME3147| ME3023 MAYWOOD AMERICAN CAN STANDPIPE      APPROX. 9.0 KM 0333101.2 |
 ME3147| ME3097 WESTCHESTER BROADVIEW MUN TK        APPROX. 5.7 KM 0335944.0 |
 ME3147| ME3112 MAYWOOD N ILL GAS CO STOR TANK      APPROX. 8.7 KM 0464524.3 |
 ME3147| ME3129 BROADVIEW INTL HARVESTER TK         APPROX. 5.5 KM 0494326.0 |
 ME3147| ME3100 HINES VETERANS ADM HOSP E TK        APPROX. 6.8 KM 0532412.2 |
 ME3147| ME3114 NORTH RIVERSIDE MUNICIPAL TANK      APPROX. 7.2 KM 0663221.3 |
 ME3147| ME3098 LA GRANGE PARK MUNICIPAL TANK       APPROX. 3.4 KM 0675415.3 |
 ME3147| ME3106 N RIVERSIDE MUN TB SANITAR TK       APPROX. 8.5 KM 0682222.6 |
 ME3147| ME3104 BROOKFIELD ZOO WATER TANK           APPROX. 5.6 KM 0782919.7 |
 ME3147| ME3130 BROOKFIELD MUNICIPAL TANK           APPROX. 4.3 KM 0900300.7 |
 ME3147| ME3108 RNG CHICAGO RADIO CHI               APPROX.10.3 KM 0901536.1 |
 ME3147| ME3131 LYONS MUNICIPAL TANK                APPROX. 6.9 KM 0930346.2 |
 ME3147| ME3123 FOREST VIEW MUNICIPAL TANK          APPROX. 9.6 KM 1034801.8 |
 ME3147| ME3126 MC COOK MUNICIPAL TANK              APPROX. 6.2 KM 1101023.2 |
 ME3147| ME3099 LA GRANGE MUNICIPAL TANK            APPROX. 3.8 KM 1134916.4 |
 ME3147| ME3109 MC COOK GENERAL MOTORS CORP TK      APPROX. 5.2 KM 1221055.7 |
 ME3147| ME3122 ARGO CORN PROD REFINING E STK       APPROX. 8.2 KM 1254059.2 |
 ME3147| ME3107 BEDFORD PARK 3M CO TANK             APPROX. 9.9 KM 1272808.2 |
 ME3147| ME3132 BEDFORD PARK RAD KSA 717 MAST       APPROX. 9.0 KM 1282835.0 |
 ME3147| ME3096 LA GRANGE RAD STA WTAQ N MAST       APPROX. 5.8 KM 1445642.8 |
 ME3147| ME2988 WILLOW SPRINGS RESET                APPROX.11.2 KM 1574018.0 |
 ME3147| CM2767 BEMIS RM 3                           18.355 METERS 19616     |
 ME3147| ME3157 HINSDALE MUNICIPAL STANDPIPE        APPROX. 4.6 KM 2140559.9 |
 ME3147| ME3155 CLARENDON HILLS E MUN TANK          APPROX. 5.2 KM 2392413.9 |
 ME3147| CM2765 BEMIS RM 1                           24.409 METERS 24825     |
 ME3147| ME3152 ST JOSEPH SEMINARY BELL TOWER       APPROX. 5.3 KM 2775020.5 |
 ME3147| CM2764 BEMIS AZ MK                                        3135546.0 |
 ME3147| CM2766 BEMIS RM 2                           28.224 METERS 31844     |
 ME3147| ME3163 VILLA PARK MUNICIPAL TANK           APPROX. 9.9 KM 3200534.3 |
 ME3147| ME3166 ELMHURST S MUNICIPAL TANK           APPROX. 9.1 KM 3274723.4 |
 ME3147| ME3162 ELMHURST N MUNICIPAL TANK           APPROX.11.1 KM 3390800.4 |
 ME3147| ME3154 ELMHURST E MUNICIPAL TANK           APPROX. 6.2 KM 3404013.7 |
 ME3147| ME3173 BERKELEY MUNICIPAL TANK             APPROX. 7.0 KM 3510339.6 |
 ME3147|---------------------------------------------------------------------|
 ME3147
 ME3147                          SUPERSEDED SURVEY CONTROL
 ME3147
 ME3147  NAD 83(1997)-  41 49 14.15457(N)    087 54 10.87324(W) AD(       ) 2
 ME3147  NAD 83(1997)-  41 49 14.15608(N)    087 54 10.88148(W) AD(       ) 2
 ME3147  NAD 83(1986)-  41 49 14.15684(N)    087 54 10.88149(W) AD(       ) 2
 ME3147  NAD 27      -  41 49 14.04819(N)    087 54 10.66380(W) AD(       ) 2
 ME3147
 ME3147.Superseded values are not recommended for survey control.
 ME3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3147.See file dsdata.txt to determine how the superseded data were derived.
 ME3147
 ME3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2500430252(NAD 83)
 ME3147_MARKER: DS = TRIANGULATION STATION DISK
 ME3147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3147
 ME3147  HISTORY     - Date     Condition        Report By
 ME3147  HISTORY     - 1956     MONUMENTED       CGS
 ME3147  HISTORY     - 1967     GOOD             CGS
 ME3147  HISTORY     - 1967     GOOD             CGS
 ME3147  HISTORY     - 1971     GOOD             NGS
 ME3147  HISTORY     - 1973     GOOD             ALSTER
 ME3147  HISTORY     - 1974     GOOD             ALSTER
 ME3147  HISTORY     - 1989     GOOD             USPSQD
 ME3147
 ME3147                          STATION DESCRIPTION
 ME3147
 ME3147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3147'THE STATION IS LOCATED 1.7 MILES WEST OF LA GRANGE, 2 MILES NORTHEAST
 ME3147'OF HINSDALE ON THE NORTH SIDE
 ME3147'OF U.S. HIGHWAY 34 AND IS AT THE SOUTH ENTRANCE TO BEMIS WOODS AND IS
 ME3147'ON LAND OWNED BY THE COOK COUNTY
 ME3147'FOREST PRESERVE.  IT IS 90 FEET NORTHEAST OF THE INTERSECTION
 ME3147'OF HIGHWAY 34 AND A PAVED PARK ROAD, 85 FEET NORTH
 ME3147'OF THE CENTER OF HIGHWAY 34,
 ME3147'64 FEET EAST OF THE CENTER OF THE PARK ROAD, 51 FEET EAST OF AN IRON
 ME3147'GATE POST AND 2 FEET EAST OF A
 ME3147'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BEMIS
 ME3147'1956.
 ME3147'
 ME3147'TO REACH THE STAION FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 34
 ME3147'(WEST OGDEN AVE AND LA GRANGE
 ME3147'ROAD) IN LA GRANGE, GO WEST ON HIGHWAY 34 (WEST OGDEN AVE) FOR 1.7
 ME3147'MILES TO A PAVED SIDE ROAD RIGHT
 ME3147'(SOUTH ENTRANCE TO BEMIS WOODS) AND THE STATION AS DESCRIBED.
 ME3147'
 ME3147'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON PAVED
 ME3147'ROAD FOR 0.15 MILE TO THE
 ME3147'MARK ON THE RIGHT.
 ME3147'
 ME3147'REFERENCE MARK 1 IS 55 FEET NORTHWEST OF THE INTERSECTION OF HIGHWAY
 ME3147'34 AND THE PAVED ROAD, 15
 ME3147'FEET WEST OF THE CENTER OF THE PARK ROAD, 2 FEET SOUTH OF AN IRON
 ME3147'GATE POST.  THE MARK IS FLUSH AND
 ME3147'THE DISK IS STAMPED BEMIS NO 1 1956.
 ME3147'
 ME3147'REFERENCE MARK 2 IS AT THE WEST EDGE OF A CULTIVATED FIELD AND 25
 ME3147'FEET EAST OF THE CENTER OF
 ME3147'THE PARK ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED BEMIS NO 2
 ME3147'1956.
 ME3147'
 ME3147'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A WOODS, 48 FEET NORTH OF
 ME3147'THE CENTER OF THE PARK ROAD
 ME3147'AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 ME3147'THE DISK IS STAMPED BEMIS 1956.
 ME3147'
 ME3147'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 ME3147
 ME3147                          STATION RECOVERY (1967)
 ME3147
 ME3147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PK)
 ME3147'BEMIS 1956 (STATION MARK) FOUND IN GOOD CONDITION.
 ME3147'
 ME3147'BEMIS NO 1 1956 FOUND IN GOOD CONDITION.
 ME3147'
 ME3147'BEMIS NO 2 1956 FOUND IN GOD CONDITION.
 ME3147'
 ME3147'BEMIS 1956 (AZIMUTH MARK) FOUND IN GOOD CONDITION.
 ME3147'
 ME3147'STATION MARK NO LONGER HAS WHITE WITNESS POST,
 ME3147'TOP PART OF POST
 ME3147'BROKEN OFF AND LYING NEARBY.  AZIMUTH MARK WHITE WITNESS POST
 ME3147'MISSING.  AZIMUTH MARK 74 FT. SSE
 ME3147'OF 6 INCH SQUARE YELLOW CONCRETE POST
 ME3147'PROJECTING 2 FT.  CONCRETE POST 27 FT. E OF CENTER
 ME3147'OF PARK ROAD OR 9 FT. E OF EAST
 ME3147'CURB.  TREES AND BUSHES OBSTRUCTING VIEW TO AZIMUTH MARK FROM
 ME3147'STATION.
 ME3147
 ME3147                          STATION RECOVERY (1967)
 ME3147
 ME3147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME3147'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 ME3147'AS DESCRIBED AND
 ME3147'IN GOOD CONDITION.  THE BELOW SHOULD BE ADDED TO THE
 ME3147'DESCRIPTION.
 ME3147'
 ME3147'THE STATION MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 ME3147'
 ME3147'THE AZIMUTH MARK IS ABOUT 150 FEET SOUTHEAST OF A STONE SHELTER
 ME3147'HOUSE, 9 FEET
 ME3147'SOUTHEAST OF A 6 INCH OAK TREE AND 1 FOOT SOUTH OF A
 ME3147'METAL WITNESS POST.
 ME3147
 ME3147                          STATION RECOVERY (1971)
 ME3147
 ME3147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME3147'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE METAL WITNESS POST AT
 ME3147'THE AZIMUTH MARK
 ME3147'WAS FOUND BROKEN OFF.  REFERENCE MARK 2 IS OBSTRUCTED
 ME3147'TO THE STATION BY A SYCAMORE TREE
 ME3147'AND REFERENCE MARK 3 WAS SET.  THE
 ME3147'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 ME3147'A NEW DESCRIPTION
 ME3147'FOLLOWS-
 ME3147'
 ME3147'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF HINSDALE, AT THE
 ME3147'SOUTH ENTRANCE TO
 ME3147'BEMIS WOODS, ON PROPERTY OF THE COOK COUNTY FOREST
 ME3147'PRESERVE, 84 FEET NORTH OF THE
 ME3147'CENTERLINE OF U.S. HIGHWAY 34 (OGDEN AVE.),
 ME3147'51 FEET EAST OF A METAL GATE POST (EAST 1 OF 2),
 ME3147'64 FEET EAST OF THE
 ME3147'CENTERLINE OF PARK ROAD, 15 FEET NORTHEAST OF A 4 INCH SYCAMORE
 ME3147'TREE, 33 FEET
 ME3147'NORTHWEST OF A 16 INCH ELM TREE AND 1 FOOT SOUTH OF A METAL WITNESS
 ME3147'POST.  THE MONUMENT IS
 ME3147'FLUSH AND THE DISK IS STAMPED BEMIS 1956.
 ME3147'
 ME3147'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 34
 ME3147'IN LA GRANGE, GO
 ME3147'WEST ON HIGHWAY 34 FOR 1.7 MILES TO THE STATION ON THE
 ME3147'RIGHT.
 ME3147'
 ME3147'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON PARK ROAD
 ME3147'FOR 0.15 MILE TO
 ME3147'THE MARK ON THE RIGHT.
 ME3147'
 ME3147'REFERENCE MARK 1 IS 15 FEET WEST OF THE CENTERLINE OF PARK ROAD, 2
 ME3147'FEET SOUTH OF THE
 ME3147'WEST 1 OF 2 METAL GATE POSTS, 73 FEET NORTH OF THE
 ME3147'CENTERLINE OF HIGHWAY, AND 14 FEET
 ME3147'NORTH OF A 24 INCH ELM TREE.  THE
 ME3147'MONUMENT IS FLUSH AND THE DISK IS STAMPED BEMIS NO 1
 ME3147'1956.
 ME3147'
 ME3147'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEMIS 1956 NO 3 1971
 ME3147'SET IN A DRILL
 ME3147'HOLE IN THE TOP OF A CONCRETE HEADWALL, 1 FOOT WEST OF THE
 ME3147'EAST EDGE OF HEADWALL, 3 FEET
 ME3147'NORTH OF THE SOUTH END OF HEADWALL, 33
 ME3147'FEET NORTH OF CENTERLINE OF HIGHWAY AND 35 FEET
 ME3147'EAST OF THE CENTERLINE
 ME3147'OF PARK ROAD.
 ME3147'
 ME3147'THE AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF A SMALL REST PARK,
 ME3147'ABOUT 150 FEET
 ME3147'SOUTHEAST OF A STONE SHELTER HOUSE, 9 FEET SOUTHEAST OF
 ME3147'A 6 INCH OAK TREE, 1 FOOT SOUTH
 ME3147'OF A METAL WITNESS POST, 48 FEET NORTH
 ME3147'OF THE CENTERLINE OF PARK ROAD, 74 FEET SOUTHEAST
 ME3147'OF A YELLOW CONCRETE
 ME3147'POST PROJECTING ABOUT 2 FEET AND 9 FEET NORTH OF THE NORTH CURB OF
 ME3147'ROAD.  THE MONUMENT IS
 ME3147'FLUSH AND THE DISK IS STAMPED BEMIS 1956.
 ME3147'
 ME3147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1-3/4 MILES
 ME3147'WEST OF LA GRANGE.
 ME3147'
 ME3147'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 ME3147
 ME3147                          STATION RECOVERY (1973)
 ME3147
 ME3147'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1973 (TCH)
 ME3147'RECOVERED BY ALSTER AND ASSOCIATES
 ME3147'
 ME3147'BEMIS 1956 (STATION) RECOVERED IN GOOD CONDITION.
 ME3147'
 ME3147'BEMIS 1956 (AZ MARK) RECOVERED IN GOOD CONDITION.
 ME3147'
 ME3147'BEMIS 1956 NO. 1 RECOVERED IN GOOD CONDITION.
 ME3147'
 ME3147'BEMIS 1956 NO. 3 1971 RECOVERED IN GOOD CONDITION.
 ME3147'
 ME3147'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ME3147'FOUND AS DESCRIBED
 ME3147'AND IN GOOD CONDITION.
 ME3147'
 ME3147'ALL WITNESS POSTS WERE DESTROYED.
 ME3147'
 ME3147'(SET NEW METAL WITNESS POST, 1 FOOT SOUTH OF STATION MARK)
 ME3147'
 ME3147'(SET NEW METAL WITNESS POST, 1 FOOT NORTH OF AZIMUTH MARK)
 ME3147'
 ME3147'REFERENCE, YELLOW CONCRETE POST 74 FT. N.W. OF AZIMUTH MARK IS
 ME3147'DESTROYED.
 ME3147
 ME3147                          STATION RECOVERY (1974)
 ME3147
 ME3147'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1974 (LC)
 ME3147'RECOVERED BY ALSTER AND ASSOCIATES INC.
 ME3147'
 ME3147'BEMIS 1956 RECOVERED IN GOOD CONDITION.
 ME3147'
 ME3147'RM BEMIS NO 1 1956 RECOVERED IN GOOD CONDITION.
 ME3147'DISTANCE TO
 ME3147'STATION CHECK 80.08 FEET.
 ME3147'
 ME3147'RM BEMIS 1956 NO 3 1971 RECOVERED IN GOOD CONDITION.
 ME3147'DISTANCE TO
 ME3147'STATION CHECK 60.22 FEET.
 ME3147'
 ME3147'AZ MK STAMPED BEMIS 1956 FOUND IN GOOD CONDITION.
 ME3147'
 ME3147'NOTE- STATION IS 1 FT N OF A WITNESS POST NOT SOUTH.
 ME3147'
 ME3147'DISTANCE AND DIRECTION FROM NEAREST TOWN - 1.7 MILES W OF LA GRANGE.
 ME3147
 ME3147                          STATION RECOVERY (1989)
 ME3147
 ME3147'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1672 ***********************************************************************
 JB1672  DESIGNATION -  BENDER
 JB1672  PID         -  JB1672
 JB1672  STATE/COUNTY-  IL/EDWARDS
 JB1672  USGS QUAD   -  ALBION SOUTH (1971)
 JB1672
 JB1672                         *CURRENT SURVEY CONTROL
 JB1672  ___________________________________________________________________
 JB1672* NAD 83(1997)-  38 19 05.98886(N)    088 00 05.36475(W)     ADJUSTED  
 JB1672* NAVD 88     -       157.6    (meters)     517.     (feet)  GPS OBS   
 JB1672  ___________________________________________________________________
 JB1672  X           -     174,740.573 (meters)                     COMP
 JB1672  Y           -  -5,007,649.560 (meters)                     COMP
 JB1672  Z           -   3,933,305.906 (meters)                     COMP
 JB1672  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 JB1672  ELLIP HEIGHT-         126.69  (meters)          (02/03/05) GPS OBS
 JB1672  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JB1672
 JB1672  HORZ ORDER  -  FIRST
 JB1672  ELLP ORDER  -  FOURTH    CLASS II
 JB1672
 JB1672.The horizontal coordinates were established by GPS observations
 JB1672.and adjusted by the National Geodetic Survey in November 2003..
 JB1672
 JB1672.The orthometric height was determined by GPS observations and a
 JB1672.high-resolution geoid model.
 JB1672
 JB1672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1672
 JB1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1672
 JB1672.The ellipsoidal height was determined by GPS observations
 JB1672.and is referenced to NAD 83.
 JB1672
 JB1672.The geoid height was determined by GEOID03.
 JB1672
 JB1672;                    North         East     Units Scale Factor Converg.
 JB1672;SPC IL E     -   183,360.569   329,019.469   MT  0.99998537   +0 12 20.7
 JB1672;SPC IL E     -   601,575.47  1,079,458.04   sFT  0.99998537   +0 12 20.7
 JB1672;SPC IN W     -   341,226.250   819,707.740   MT  1.00004603   -0 34 09.5
 JB1672;SPC IN W     - 1,119,506.46  2,689,324.48   sFT  1.00004603   -0 34 09.5
 JB1672;UTM  16      - 4,241,609.816   412,452.238   MT  0.99969439   -0 37 15.6
 JB1672
 JB1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1672!SPC IL E     -   0.99998012  x   0.99998537  =   0.99996549
 JB1672!SPC IN W     -   0.99998012  x   1.00004603  =   1.00002615
 JB1672!UTM  16      -   0.99998012  x   0.99969439  =   0.99967452
 JB1672
 JB1672:                Primary Azimuth Mark                     Grid Az
 JB1672:SPC IL E     -  BENDER AZ MK                             064 02 04.4
 JB1672:SPC IN W     -  BENDER AZ MK                             064 48 34.6
 JB1672:UTM  16      -  BENDER AZ MK                             064 51 40.7
 JB1672
 JB1672|---------------------------------------------------------------------|
 JB1672| PID    Reference Object                     Distance      Geod. Az  |
 JB1672|                                                           dddmmss.s |
 JB1672| CI2981 BENDER AZ MK                                       0641425.1 |
 JB1672| CI2982 BENDER RM 1                          20.336 METERS 17442     |
 JB1672| CI2983 BENDER RM 2                          37.425 METERS 23803     |
 JB1672|---------------------------------------------------------------------|
 JB1672
 JB1672                          SUPERSEDED SURVEY CONTROL
 JB1672
 JB1672  ELLIP H (11/20/03)  126.70   (m)                       GP(       ) 3 1
 JB1672  NAD 83(1997)-  38 19 05.99231(N)    088 00 05.36751(W) AD(       ) 2
 JB1672  NAD 83(1997)-  38 19 05.99260(N)    088 00 05.36719(W) AD(       ) 2
 JB1672  NAD 83(1997)-  38 19 06.00196(N)    088 00 05.36583(W) AD(       ) 2
 JB1672  NAD 83(1986)-  38 19 06.00348(N)    088 00 05.36725(W) AD(       ) 2
 JB1672  NAD 27      -  38 19 05.83463(N)    088 00 05.24946(W) AD(       ) 2
 JB1672
 JB1672.Superseded values are not recommended for survey control.
 JB1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1672.See file dsdata.txt to determine how the superseded data were derived.
 JB1672
 JB1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1245241610(NAD 83)
 JB1672_MARKER: DS = TRIANGULATION STATION DISK
 JB1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1672+STABILITY: SURFACE MOTION
 JB1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1672+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 JB1672
 JB1672  HISTORY     - Date     Condition        Report By
 JB1672  HISTORY     - 1967     MONUMENTED       CGS
 JB1672  HISTORY     - 20030327 GOOD             ILDT
 JB1672
 JB1672                          STATION DESCRIPTION
 JB1672
 JB1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1672'STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF BELLMONT, 5 MILES
 JB1672'SOUTHEAST OF
 JB1672'ALBION, 4 MILES NORTH OF GRAYVILLE AND ON PROPERTY OWNED
 JB1672'BY MRS LANA BENDER.
 JB1672'
 JB1672'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 JB1672'SQUARE IN ALBION,
 JB1672'GO SOUTHEAST ON STATE HIGHWAY 130 FOR 3.65 MILES TO
 JB1672'A SIDE ROAD LEFT, TURN LEFT AND GO
 JB1672'EAST ON GRAVELED ROAD FOR 1.35
 JB1672'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 JB1672'ON GRAVELED ROAD
 JB1672'1.1 MILES TO A SIDE ROAD RIGHT AT A LARGE LONE TREE AND STATION ON
 JB1672'RIGHT AS DESCRIBED.
 JB1672'
 JB1672'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JB1672'
 JB1672'STATION MARK, STAMPED BENDER 1967, IS SET ABOUT 18 INCHES BELOW THE
 JB1672'SURFACE OF THE
 JB1672'GROUND.  IT IS 73.6 FEET NORTHWEST OF POWER POLE
 JB1672'NUMBER 55088, 67.6 FEET NORTH OF
 JB1672'FENCE LINE, 59.5 FEET WEST OF FENCE
 JB1672'LINE, 55 FEET NORTH OF CENTER OF DIRT ROAD, 51.5
 JB1672'FEET NORTHWEST OF
 JB1672'CENTER OF LARGE OAK TREE AND 44 FEET WEST OF CENTER OF GRAVELED
 JB1672'ROAD.
 JB1672'
 JB1672'RM 1, STAMPED BENDER NO 1 1967, PROJECTS ABOUT 2 INCHES.  IT IS 38
 JB1672'FEET WEST OF
 JB1672'CENTER OF GRAVELED ROAD, 32.3 FEET SOUTHWEST OF THE
 JB1672'LARGE TREE, 12 FEET SOUTH OF
 JB1672'CENTER OF DIRT ROAD, 1.6 FEET WEST OF A
 JB1672'METAL WITNESS POST AND 1 FOOT NORTH OF FENCE.
 JB1672'
 JB1672'RM 2, STAMPED BENDER NO 2 1967, PROJECTS ABOUT 6 INCHES.  IT IS 12
 JB1672'FEET SOUTH OF
 JB1672'CENTER OF DIRT ROAD, 1.4 FEET EAST OF A METAL WITNESS
 JB1672'POST AND 1 FOOT NORTH OF FENCE LINE.
 JB1672'
 JB1672'AZIMUTH MARK, STAMPED BENDER 1967, IS SET FLUSH WITH GROUND.  IT IS
 JB1672'APPROXIMATELY 0.05
 JB1672'MILE SOUTHEAST OF MR LEE COWLINGS HOUSE, 92.5 FEET
 JB1672'SOUTHEAST OF THE SOUTHEAST CORNER OF
 JB1672'BARN, 1.6 FEET SOUTHWEST OF THE
 JB1672'NORTHWEST CORNER OF TIN AND WOODEN BUILDING AND 1.2
 JB1672'FEET SOUTH OF A
 JB1672'METAL WITNESS POST.
 JB1672'
 JB1672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.15 MILE ON
 JB1672'GRAVELED ROAD TO
 JB1672'DRIVEWAY AND MAIL BOX ON RIGHT, TURN RIGHT AND GO
 JB1672'EAST ON DRIVEWAY FOR 0.15 MILE TO
 JB1672'MR LEE COWLINGS HOUSE ON RIGHT.
 JB1672'CONTINUE EAST 0.05 MILE TO A CONCRETE WATER TROUGH.
 JB1672'TURN RIGHT AND
 JB1672'GO SOUTH ABOUT 100 YARDS TO A BARN, CONTINUE SOUTHEAST FOR 100 FEET
 JB1672'TO A TIN AND
 JB1672'WOODEN COVERED BUILDING AND MARK AS DESCRIBED.
 JB1672'
 JB1672'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1672
 JB1672                          STATION RECOVERY (2003)
 JB1672
 JB1672'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (BES)
 JB1672'RECOVERED AS DESCRIBED
 JB1672' 
 JB1672'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1462 ***********************************************************************
 HB1462  DESIGNATION -  BENHAM
 HB1462  PID         -  HB1462
 HB1462  STATE/COUNTY-  IL/POPE
 HB1462  USGS QUAD   -  HEROD (1996)
 HB1462
 HB1462                         *CURRENT SURVEY CONTROL
 HB1462  ___________________________________________________________________
 HB1462* NAD 83(1997)-  37 30 23.66488(N)    088 28 43.19048(W)     ADJUSTED  
 HB1462* NAVD 88     -       252.5    (meters)     828.     (feet)  GPS OBS   
 HB1462  ___________________________________________________________________
 HB1462  X           -     134,501.913 (meters)                     COMP
 HB1462  Y           -  -5,064,351.950 (meters)                     COMP
 HB1462  Z           -   3,862,278.853 (meters)                     COMP
 HB1462  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 HB1462  ELLIP HEIGHT-         223.31  (meters)          (03/08/05) GPS OBS
 HB1462  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB1462
 HB1462  HORZ ORDER  -  FIRST
 HB1462  ELLP ORDER  -  FOURTH    CLASS I
 HB1462
 HB1462.The horizontal coordinates were established by classical geodetic methods
 HB1462.and adjusted by the National Geodetic Survey in October 1999..
 HB1462
 HB1462.The orthometric height was determined by GPS observations and a
 HB1462.high-resolution geoid model.
 HB1462
 HB1462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1462
 HB1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1462
 HB1462.The ellipsoidal height was determined by GPS observations
 HB1462.and is referenced to NAD 83.
 HB1462
 HB1462.The geoid height was determined by GEOID03.
 HB1462
 HB1462;                    North         East     Units Scale Factor Converg.
 HB1462;SPC IL E     -    93,219.849   287,150.514   MT  0.99997703   -0 05 18.5
 HB1462;SPC IL E     -   305,838.79    942,092.98   sFT  0.99997703   -0 05 18.5
 HB1462;UTM  16      - 4,152,097.540   369,308.447   MT  0.99981039   -0 54 01.5
 HB1462
 HB1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1462!SPC IL E     -   0.99996496  x   0.99997703  =   0.99994199
 HB1462!UTM  16      -   0.99996496  x   0.99981039  =   0.99977536
 HB1462
 HB1462|---------------------------------------------------------------------|
 HB1462| PID    Reference Object                     Distance      Geod. Az  |
 HB1462|                                                           dddmmss.s |
 HB1462| CI2987 BENHAM RM 1                          23.198 METERS 17030     |
 HB1462| HB1526 RAUM LOOKOUT TOWER                  APPROX. 8.3 KM 2040243.9 |
 HB1462| CI2988 BENHAM RM 2                          28.094 METERS 24735     |
 HB1462| CI2986 BENHAM AZ MK                                       2930101.8 |
 HB1462|---------------------------------------------------------------------|
 HB1462
 HB1462                          SUPERSEDED SURVEY CONTROL
 HB1462
 HB1462  NAD 83(1997)-  37 30 23.66652(N)    088 28 43.19001(W) AD(       ) 1
 HB1462  NAD 83(1997)-  37 30 23.66942(N)    088 28 43.18968(W) AD(       ) 1
 HB1462  NAD 83(1986)-  37 30 23.67585(N)    088 28 43.19320(W) AD(       ) 1
 HB1462  NAD 27      -  37 30 23.49867(N)    088 28 43.03633(W) AD(       ) 1
 HB1462
 HB1462.Superseded values are not recommended for survey control.
 HB1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1462.See file dsdata.txt to determine how the superseded data were derived.
 HB1462
 HB1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6930852098(NAD 83)
 HB1462_MARKER: DD = SURVEY DISK
 HB1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1462_SP_SET: CONCRETE POST
 HB1462_STAMPING: BENHAM 1957 USCGS TRIANGULATION STATION
 HB1462_MARK LOGO: CGS   
 HB1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1462+STABILITY: POSITION/ELEVATION WELL
 HB1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1462+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1993
 HB1462
 HB1462  HISTORY     - Date     Condition        Report By
 HB1462  HISTORY     - 1957     MONUMENTED       CGS
 HB1462  HISTORY     - 1957     GOOD             CGS
 HB1462  HISTORY     - 19921211 GOOD
 HB1462  HISTORY     - 19930226 GOOD             NGS
 HB1462
 HB1462                          STATION DESCRIPTION
 HB1462
 HB1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1462'THE STATION IS LOCATED ON A HIGH HILL ABOUT 10 MILES NORTH OF
 HB1462'GOLCONDA, ABOUT 6 MILES EAST OF EDDYVILLE AND ABOUT 5 MILES
 HB1462'SOUTH OF HEROD, ON THE PROPERTY OF MR. RICHARD YATES WHO LIVES AT
 HB1462'JACKSON, SOUTH CAROLINA.  IT IS 1 FOOT WEST OF A FENCE, 19 FEET
 HB1462'NORTHEAST OF A POWER LINE POLE AND WHITE WITNESS POST, 48 FEET NORTH
 HB1462'OF THE CENTERLINE OF A TRACK ROAD, 99 FEET NORTHEAST OF THE
 HB1462'NORTHEAST CORNER OF A FRAME HOUSE, 82 FEET WEST OF THE SOUTHWEST
 HB1462'CORNER OF A BARN AND 4 FEET EAST OF THE EAST EDGE OF A CULTIVATED
 HB1462'FIELD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BENHAM
 HB1462'1957.
 HB1462'
 HB1462'TO REACH THE STATION FROM THE POST OFFICE IN GOLCONDA, GO WEST ON A
 HB1462'PAVED STREET FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY
 HB1462'146.  TURN RIGHT AND GO NORTH AND EAST ON HIGHWAY 146 FOR 5.65 MILES
 HB1462'TO A GRAVELED SIDE ROAD LEFT AND A SMALL STORE ON THE LEFT.  TURN
 HB1462'LEFT AND GO NORTH AND WEST ON THE MAIN TRAVELED ROAD FOR 4.25 MILES
 HB1462'TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTHWESTERLY UP
 HB1462'HILL ON GRAVELED ROAD FOR 1.25 MILES TO A TRACK ROAD RIGHT AND A
 HB1462'DRIVEWAY LEFT*.  TURN RIGHT AND GO EAST ON THE TRACK ROAD FOR
 HB1462'0.15 MILE TO A FRAME HOUSE ON THE LEFT AND THE STATION.
 HB1462'
 HB1462'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTHWEST ON THE
 HB1462'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 HB1462'
 HB1462'REFERENCE MARK 1 IS 28 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 HB1462'ROAD, 9 FEET WEST OF A FENCE LINE AND 61 FEET SOUTH OF THE POWER
 HB1462'LINE POLE AND WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 HB1462'THE DISK IS STAMPED BENHAM NO 1 1957.
 HB1462'
 HB1462'REFERENCE MARK 2 IS 8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HB1462'FRAME HOUSE, 7 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED
 HB1462'FIELD AND 62 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD.  THE
 HB1462'MONUMENT IS FLUSH AND THE DISK IS STAMPED BENHAM NO 2 1957.
 HB1462'
 HB1462'THE AZIMUTH MARK IS SET IN A FENCE LINE, 15 FEET NORTHEAST OF THE
 HB1462'CENTERLINE OF A GRAVELED ROAD AND 3 FEET SOUTHEAST OF A WHITE
 HB1462'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1462'BENHAM 1957.
 HB1462'
 HB1462'HEIGHT OF LIGHT ABOVE STATION MARK IS 30 METERS.
 HB1462
 HB1462                          STATION RECOVERY (1957)
 HB1462
 HB1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HB1462'RECOVERED IN GOOD CONDITION.
 HB1462
 HB1462                          STATION RECOVERY (1992)
 HB1462
 HB1462'RECOVERED 1992
 HB1462'RECOVERED IN GOOD CONDITION.
 HB1462
 HB1462                          STATION RECOVERY (1993)
 HB1462
 HB1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB1462'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 LOCATED
 HB1462'IN HARRISBURG, ILLINOIS, GO SOUTHERLY 9.7 KM (6.0 MI) TO THE JUNCTION
 HB1462'OF ILLINOIS ROUTES 145 AND 34, TURN LEFT (EASTERLY) ON ROUTE 34 AND
 HB1462'GO 12.08 KM (7.51 MI) TO A ROAD ON THE RIGHT (SOUTHERLY), TURN RIGHT
 HB1462'(SOUTHERLY)AND GO 10.7 KM (6.6 MI) TO A ROAD ON THE LEFT NEXT TO THE
 HB1462'OLD GRAND PIERRE CEMETERY, TURN LEFT (EASTERLY) AND GO 1.13 KM
 HB1462'(0.70 MI) TO A ROAD ON THE LEFT, TURN LEFT, AND GO 0.48 KM (0.30 MI)
 HB1462'TO A FIRE ACCESS ROAD ON THE LEFT, TURN LEFT AND GO 0.24 KM (0.15 MI)
 HB1462'UNTIL THE ROAD MAKES A SHARP TURN TO THE RIGHT (NORTH), THE STATION IS
 HB1462'OFF TO THE RIGHT SIDE (NORTHEAST) OF THE CURVE APPROXIMATELY 12.03 M
 HB1462'(39.47 FT) FROM A SHAWNEE NATIONAL FORESTRY SIGN, IN THE MIDDLE OF A
 HB1462'CLEARED AREA.  STATION BENHAM IS A CIRCULAR INSCRIBED STANDARD BRASS
 HB1462'BENCH MARK DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1947 ***********************************************************************
 LC1947  DESIGNATION -  BENHAM RESET
 LC1947  PID         -  LC1947
 LC1947  STATE/COUNTY-  IL/MASON
 LC1947  USGS QUAD   -  EASTON (1971)
 LC1947
 LC1947                         *CURRENT SURVEY CONTROL
 LC1947  ___________________________________________________________________
 LC1947* NAD 83(1997)-  40 08 58.07387(N)    089 48 05.30890(W)     ADJUSTED  
 LC1947* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LC1947  ___________________________________________________________________
 LC1947  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 LC1947  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LC1947
 LC1947  HORZ ORDER  -  FIRST
 LC1947
 LC1947.The horizontal coordinates were established by classical geodetic methods
 LC1947.and adjusted by the National Geodetic Survey in October 1999..
 LC1947
 LC1947.The orthometric height was scaled from a topographic map.
 LC1947
 LC1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1947
 LC1947.The geoid height was determined by GEOID03.
 LC1947
 LC1947;                    North         East     Units Scale Factor Converg.
 LC1947;SPC IL W     -   386,646.762   731,115.257   MT  0.99995309   +0 14 07.7
 LC1947;SPC IL W     - 1,268,523.58  2,398,667.31   sFT  0.99995309   +0 14 07.7
 LC1947;UTM  16      - 4,448,109.779   261,372.949   MT  1.00030104   -1 48 25.9
 LC1947
 LC1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1947!SPC IL W     -   0.99997141  x   0.99995309  =   0.99992450
 LC1947!UTM  16      -   0.99997141  x   1.00030104  =   1.00027244
 LC1947
 LC1947:                Primary Azimuth Mark                     Grid Az
 LC1947:SPC IL W     -  MASON CITY STEEPLE                       054 48 49.5
 LC1947:UTM  16      -  MASON CITY STEEPLE                       056 51 23.1
 LC1947
 LC1947|---------------------------------------------------------------------|
 LC1947| PID    Reference Object                     Distance      Geod. Az  |
 LC1947|                                                           dddmmss.s |
 LC1947| LC1945 MASON CITY STEEPLE                  APPROX.10.7 KM 0550257.2 |
 LC1947| LC1942 MASON CITY MUN STANDPIPE            APPROX.10.9 KM 0554521.6 |
 LC1947| CI6706 BENHAM RM 1                          37.981 METERS 08407     |
 LC1947| LC1940 GREENVIEW GRAIN ELEVATOR LIGHT      APPROX. 8.9 KM 1434902.9 |
 LC1947| LC1938 GREENVIEW MUNICIPAL TANK            APPROX. 9.0 KM 1435607.1 |
 LC1947| CI6707 BENHAM RM 2                          25.965 METERS 19305     |
 LC1947| LC1946 TEHERAN ATT MICROWAVE KSE 22        APPROX. 4.2 KM 3455847.3 |
 LC1947| CI6705 BENHAM AZ MK                                       3574113.7 |
 LC1947|---------------------------------------------------------------------|
 LC1947
 LC1947                          SUPERSEDED SURVEY CONTROL
 LC1947
 LC1947  NAD 83(1997)-  40 08 58.07972(N)    089 48 05.30679(W) AD(       ) 1
 LC1947  NAD 83(1986)-  40 08 58.08373(N)    089 48 05.30098(W) AD(       ) 1
 LC1947  NAD 27      -  40 08 57.91810(N)    089 48 04.90390(W) AD(       ) 1
 LC1947
 LC1947.Superseded values are not recommended for survey control.
 LC1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1947.See file dsdata.txt to determine how the superseded data were derived.
 LC1947
 LC1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK6137348110(NAD 83)
 LC1947_MARKER: DH = HORIZONTAL CONTROL DISK
 LC1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1947_STAMPING: BENHAM 1952 1985
 LC1947_MARK LOGO: NGS   
 LC1947_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1947+STABILITY: SURFACE MOTION
 LC1947
 LC1947  HISTORY     - Date     Condition        Report By
 LC1947  HISTORY     - 1985     MONUMENTED       NGS
 LC1947
 LC1947                          STATION DESCRIPTION
 LC1947
 LC1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LC1947'THE STATION UNDERGROUND, RMS 1 AND 2 AND THE AZ MK WERE RECOVERED IN
 LC1947'GOOD CONDITION.  THE AZ MK IS NOW BLOCKED BY TREES, SO AZ MK NO 2 WAS
 LC1947'ESTABLISHED.  THE PROPERTY OWNER WANTED RM 2 RELOCATED, SO RM 3 WAS
 LC1947'ESTABLISHED.  A NEW SURFACE MONUMENT OVER THE STATION WAS ESTABLISHED
 LC1947'12 INCHES BELOW THE GROUND SURFACE.  WHEN THE SURFACE MONUMENT WAS DUG
 LC1947'OUT, IT WAS FOUND THAT THERE WAS NO BOARD EVER PUT BETWEEN THE
 LC1947'UNDERGROUND AND THE SURFACE MONUMENT, BUT BY THE IMPRESSION IN THE
 LC1947'CONCRETE ONLY A CEMENT BAG AND WHEN THE SURFACE MONUMENT WAS POURED
 LC1947'THE UNDERGROUND DISK WAS TIPPED UP ON ONE SIDE AND WAS NOT SET
 LC1947'STRAIGHT INTO THE IRREGULAR MASS OF CONCRETE.  THIS POINT WAS HELD TO
 LC1947'RESET THE NEW SURFACE MONUMENT.  THE DIRECTION TO RM 1 DIFFERED BY 01
 LC1947'MINUTE 54.53 SECONDS AND THE DISTANCE WAS LONGER BY 0.035 METERS.
 LC1947'(0.115 FT) THE DIRECTION TO RM 2 DIFFERED BY 02 MINUTES 29.27 SECONDS
 LC1947'AND THE DISTANCE WAS SHORTER BY 0.042 METERS.  (0.138 FT) A NEW AND
 LC1947'COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 9.66 KM
 LC1947'(6.00 MI) SW OF MASON CITY, 9.66 KM (6.00 MI) NW OF GREENVIEW, IN THE
 LC1947'NW CORNER OF A CULTIVATED FIELD ON THE E SLOPE OF A STEEP HILL AND ON
 LC1947'PROPERTY OF MR HOWARD BAGBY.  OWNERSHIP--MR HOWARD BAGBY, RURAL ROUTE
 LC1947'2, MASON CITY, ILLINOIS 62664.  TO REACH THE STATION FROM THE JUNCTION
 LC1947'OF STATE HWYS 10 AND 29 IN MASON CITY, GO S ON HWY 29 FOR 6.76 KM
 LC1947'(4.20 MI) TO A PAVED SIDEROAD RIGHT, MAXFIELD BLVD OR COUNTY ROAD 580
 LC1947'N, TURN RIGHT AND GO W FOR 4.83 KM (3.00 MI) TO A T-ROAD, COUNTY ROAD
 LC1947'3000E.  TURN RIGHT AND GO N THEN BACK W FOR 0.80 KM (0.50 MI) TO THE
 LC1947'AZ MK 2 ON LEFT.  CONTINUE W ON WHAT HAS NOW TURNED INTO COUNTY ROUTE
 LC1947'600 N FOR 0.40 KM (0.25 MI) TO STATION ON LEFT AS DESCRIBED.
 LC1947' 
 LC1947'THE STATION IS A STANDARD NGS DISK STAMPED---BENHAM 1952 1985---, SET
 LC1947'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10 INCHES) IN
 LC1947'DIAMETER, RECESSED 35 CM (12 INCHES) BELOW THE GROUND.  THE STATION IS
 LC1947'LOCATED 10.058 METERS (32.999 FT) S FROM THE CENTERLINE OF GRAVEL
 LC1947'ROAD, MASON CO ROAD 600N, AND 39.319 METERS (128.999 FT) E FROM THE
 LC1947'CENTERLINE OF DRIVEWAY AND FIELD ENTRANCE. RM NO 1, IS A STANDARD NGS
 LC1947'DISK STAMPED---BENHAM NO 1 1934---, SET INT THE TOP OF ROUND CONCRETE
 LC1947'MONUMENT 35 CM (12 INCHES) IN DIAMETER, RECESSED 12 CM (4 INCHES)
 LC1947'BELOW THE GROUND.  THE STATION IS LOCATED 6.401 METERS (21.001 FT) S
 LC1947'FROM THE CENTERLINE OF COUNTY ROAD 600 N, AND 1.2 METERS (3.9 FT)
 LC1947'BELOW THE STATION.  RM NO 3, IS A STANDARD NGS DISK STAMPED---BENHAM
 LC1947'1934 NO 3 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30
 LC1947'CM (10 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 LC1947'39.319 METERS (128.999 FT) E FROM THE CENTERLINE OF THE DRIVEWAY AND
 LC1947'6.401 METERS (21.001 FT) S FROM THE CENTERLINE OF COUNTY ROAD 600N,
 LC1947'AND 0.9 METERS (3.0 FT) ABOVE THE STATION.  AZ MK NO 1, IS A STANDARD
 LC1947'NGS DISK STAMPED---BENHAM 1934---, SET INTO THE TOP OF A ROUND
 LC1947'CONCRETE MONUMENT 35 CM (12 INCHES) IN DIAMETER, PROJECTING 0.6 CM (20
 LC1947'INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED 31.394 METERS
 LC1947'(102.998 FT) N FOM A UTILITY POLE AND 9.754 METERS (32.001 FT) W FROM
 LC1947'THE CENTERLINE OF COUNTY ROAD 2500 E.  AZ MK NO 2, IS A STANDARD NGS,
 LC1947'DISK STAMPED---BENHAM 1934 NO 2 1985---, SET INTO THE TOP OF A ROUND
 LC1947'CONCRETE MONUMENT, 30 CM (10 INCHES) IN DIAMETER, FLUSH WITH GROUND.
 LC1947'THE STATION IS LOCATED 5.791 METERS (18.999 FT) S FROM THE CENTERLINE
 LC1947'OF GRAVEL ROAD, COUNTY ROUTE 600N, 3.353 METERS (11.001 FT) NE FROM A
 LC1947'TWIN-TRUNKED SIX INCH BODART TREE, 0.610 METERS (2.001 FT) W FROM A
 LC1947'FENCE LINE AND 0.610 METERS (2.001 FT) N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1903 ***********************************************************************
 LC1903  DESIGNATION -  BENNINGTON
 LC1903  PID         -  LC1903
 LC1903  STATE/COUNTY-  IL/WOODFORD
 LC1903  USGS QUAD   -  CHILLICOTHE (1972)
 LC1903
 LC1903                         *CURRENT SURVEY CONTROL
 LC1903  ___________________________________________________________________
 LC1903* NAD 83(1997)-  40 53 18.28015(N)    089 24 35.72470(W)     ADJUSTED  
 LC1903* NAVD 88     -       208.3    (meters)     683.     (feet)  VERTCON   
 LC1903  ___________________________________________________________________
 LC1903  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 LC1903  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LC1903
 LC1903  HORZ ORDER  -  FIRST
 LC1903
 LC1903.The horizontal coordinates were established by classical geodetic methods
 LC1903.and adjusted by the National Geodetic Survey in October 1999..
 LC1903
 LC1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1903
 LC1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1903
 LC1903.The geoid height was determined by GEOID03.
 LC1903
 LC1903;                    North         East     Units Scale Factor Converg.
 LC1903;SPC IL W     -   468,909.682   763,772.500   MT  0.99999121   +0 29 43.3
 LC1903;SPC IL W     - 1,538,414.52  2,505,810.28   sFT  0.99999121   +0 29 43.3
 LC1903;UTM  16      - 4,529,165.610   296,971.623   MT  1.00010737   -1 34 41.0
 LC1903
 LC1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1903!SPC IL W     -   0.99997247  x   0.99999121  =   0.99996368
 LC1903!UTM  16      -   0.99997247  x   1.00010737  =   1.00007983
 LC1903
 LC1903:                Primary Azimuth Mark                     Grid Az
 LC1903:SPC IL W     -  CAZENOVIA EDUC TV MAST                   126 36 23.3
 LC1903:UTM  16      -  CAZENOVIA EDUC TV MAST                   128 40 47.6
 LC1903
 LC1903|---------------------------------------------------------------------|
 LC1903| PID    Reference Object                     Distance      Geod. Az  |
 LC1903|                                                           dddmmss.s |
 LC1903| LC1897 CAZENOVIA EDUC TV MAST              APPROX.10.1 KM 1270606.6 |
 LC1903| CI6710 BENNINGTON RM 1                      81.333 METERS 13119     |
 LC1903| CI6711 BENNINGTON RM 2                      96.811 METERS 17316     |
 LC1903| LC1904 BENNINGTON RM A 1969                 27.784 METERS 20020     |
 LC1903| CI6708 BENNINGTON AZ MK                                   2171325.5 |
 LC1903| CI6709 BENNINGTON AZ MK 2                  389.933 METERS 34719     |
 LC1903|---------------------------------------------------------------------|
 LC1903
 LC1903                          SUPERSEDED SURVEY CONTROL
 LC1903
 LC1903  NAD 83(1986)-  40 53 18.29268(N)    089 24 35.73042(W) AD(       ) 1
 LC1903  NAD 27      -  40 53 18.16200(N)    089 24 35.41300(W) AD(       ) 1
 LC1903  NGVD 29 (07/19/86)  208.4    (m)          684.     (f) VERT ANG       
 LC1903
 LC1903.Superseded values are not recommended for survey control.
 LC1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1903.See file dsdata.txt to determine how the superseded data were derived.
 LC1903
 LC1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9697229166(NAD 83)
 LC1903_MARKER: DS = TRIANGULATION STATION DISK
 LC1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1903
 LC1903  HISTORY     - Date     Condition        Report By
 LC1903  HISTORY     - 1939     MONUMENTED       CGS
 LC1903  HISTORY     - 1969     GOOD             CGS
 LC1903  HISTORY     - 1969     GOOD             USGS
 LC1903  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC1903
 LC1903                          STATION DESCRIPTION
 LC1903
 LC1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1903'THE STATION IS LOCATED 5.0 MILES WEST AND 1.0 MILE NORTH
 LC1903'OF LOW POINT.  2.25 MILES SOUTH OF THE WOODFORD-MARSHALL
 LC1903'COUNTY LINE.  IN THE SE 1/4 NE 1/4 OF SEC. 14, T. 28 N., R. 3 W..
 LC1903'ON A SMALL MOUND IN THE CENTER OF A CULTIVATED FIELD AND
 LC1903'93 PACES EAST-NORTHEAST OF A GATE IN THE NORTH-AND-SOUTH
 LC1903'FENCE LINE.  THE MARK, IS 12 INCHES BELOW
 LC1903'THE SURFACE OF THE GROUND AND IS STAMPED BENNINGTON 1939.
 LC1903'
 LC1903'TO REACH THE STATION FROM CAZENOVIA, GO NORTH ON ILLINOIS
 LC1903'STATE ROUTE NO. 89 FOR 1.7 MILES TO A CROSS ROAD.  TURN LEFT,
 LC1903'WEST ON THE GRAVEL ROAD AND GO 2.2 MILES TO A T-ROAD.  TURN
 LC1903'LEFT, WEST AND GO 2.1 MILES.  TURN RIGHT, NORTH AND GO 1.7
 LC1903'MILES TO A GATE IN THE EAST FENCE LINE.  GO THROUGH THE GATE
 LC1903'AND GO APPROXIMATELY 0.05 MILE TO THE STATION.
 LC1903'
 LC1903'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1903'BRONZE DISKS SET IN CONCRETE.
 LC1903'
 LC1903'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH OF THE STATION,
 LC1903'IN THE EAST RIGHT-OF-WAY FENCE LINE AND 20 FEET EAST OF THE
 LC1903'CENTER LINE OF THE ROAD.  THE MARK, PROJECTS 6
 LC1903'INCHES AND IS STAMPED BENNINGTON 1939.
 LC1903'
 LC1903'REFERENCE MARK NO. 1 IS 81.351 METERS AND 266.90 FEET WEST
 LC1903'OF THE STATION IN THE EAST RIGHT-OF-WAY FENCE LINE.  81 FEET
 LC1903'NORTH OF THE GATE.  AND 21 FEET EAST OF THE CENTER LINE OF
 LC1903'THE ROAD.  THE MARK, PROJECTS 6 INCHES AND IS STAMPED
 LC1903'BENNINGTON NO. 1 1939.
 LC1903'
 LC1903'REFERENCE MARK NO. 2 IS 96.804 METERS AND 317.60 FEET
 LC1903'WEST-NORTHWEST OF THE STATION IN THE EAST RIGHT-OF-WAY FENCE
 LC1903'LINE AND 21 FEET EAST OF THE CENTER LINE OF THE ROAD.  THE
 LC1903'MARK, PROJECTS 6 INCHES AND IS STAMPED BENNINGTON
 LC1903'NO. 2 1939.
 LC1903'
 LC1903'ALL THE MARKS ARE WITNESED BY 4- BY 4-INCH WHITE, WOODEN
 LC1903'POSTS WHICH PROJECT APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 LC1903'
 LC1903'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 LC1903'
 LC1903'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1903
 LC1903                          STATION RECOVERY (1969)
 LC1903
 LC1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1903'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LC1903'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN HIT
 LC1903'AND IS LEANING BUT IS SOLID AT THIS TIME.  A NEW AZIMUTH MARK
 LC1903'WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION TO THE
 LC1903'REFERENCE MARKS COMPARED FAVORABLY WITH THE OLD DATA.  A COMPLETE
 LC1903'NEW DESCRIPTION FOLLOWS.
 LC1903'
 LC1903'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF LACON, 5 MILES
 LC1903'WEST OF LOW POINT, 3 MILES EAST OF THE ILLINOIS RIVER, IN THE
 LC1903'SOUTHEAST 1/4 OF THE NORTHEAST 1/4 SECTION OF SECTION 14, T28N,
 LC1903'R3W AND ON THE PROPERTY OF MR. JOHN BACHMAN.
 LC1903'
 LC1903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND
 LC1903'26 IN LACON, GO SOUTH ON STATE HIGHWAY 26 FOR 7.1 MILES TO A RAIL
 LC1903'ROAD CROSSING.  CONTINUE AHEAD SOUTH ON STATE HIGHWAY 26 FOR 2.5
 LC1903'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST AND SOUTH ON
 LC1903'THE SURFACED ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE
 LC1903'LEFT.  CONTINUE SOUTHERLY ON THE SURFACED ROAD FOR 0.2 MILE TO
 LC1903'THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE AHEAD SOUTH AND
 LC1903'EAST ON THE SURFACED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK 2 ON
 LC1903'THE LEFT AND A DRIVEWAY.
 LC1903'
 LC1903'THE STATION MARK IS A STANDARD DISK STAMPED BENNINGTON 1939, SET
 LC1903'IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT IS 16 INCHES
 LC1903'BELOW THE GROUND SURFACE.  IT IS 319 FEET EAST-SOUTHEAST OF A
 LC1903'METAL WITNESS POST WITH SIGN ATTACHED, 270 FEET EAST OF THE
 LC1903'CENTER OF THE SURFACED ROAD AND 268 FEET EAST OF A METAL WITNESS
 LC1903'POST WITH SIGN ATTACHED.
 LC1903'
 LC1903'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BENNINGTON NO 1 1939,
 LC1903'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LC1903'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET EAST OF THE
 LC1903'CENTER OF THE SURFACED ROAD, 2 FEET NORTHEAST OF A METAL WITNESS
 LC1903'POST WITH SIGN ATTACHED AND 1 FOOT EAST OF A FENCE.
 LC1903'
 LC1903'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BENNINGTON NO 2 1939,
 LC1903'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LC1903'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET EAST OF THE
 LC1903'CENTER OF THE SURFACED ROAD, 2 FEET NORTHEAST OF THE METAL
 LC1903'WITNESS POST WITH SIGN ATTACHED AND 2 FEET EAST OF A
 LC1903'FENCE.
 LC1903'
 LC1903'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BENNINGTON 1939, SET
 LC1903'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LC1903'12 INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET SOUTHEAST OF
 LC1903'A POWER POLE AND 20 FEET EAST OF THE CENTER OF THE SURFACED
 LC1903'ROAD.
 LC1903'
 LC1903'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BENNINGTON 1939 AZ 2
 LC1903'1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 LC1903'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET
 LC1903'SOUTH OF THE CENTER OF THE SURFACED ROAD, 16 FEET WEST OF THE
 LC1903'CENTER OF THE DRIVEWAY, 2-1/2 FEET EAST OF THE METAL WITNESS POST
 LC1903'WITH SIGN ATTACHED AND 2 FEET NORTH OF A FENCE.
 LC1903'
 LC1903'THE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 LC1903'
 LC1903'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LC1903'5 MILES WEST OF LOW POINT.
 LC1903
 LC1903                          STATION RECOVERY (1969)
 LC1903
 LC1903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LC1903'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LC1903'
 LC1903'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MI. W.
 LC1903'AND 1.0 MI. N. OF LOW POINT
 LC1903
 LC1903                          STATION RECOVERY (1998)
 LC1903
 LC1903'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI6709 ***********************************************************************
 CI6709  DESIGNATION -  BENNINGTON AZ MK 2
 CI6709  PID         -  CI6709
 CI6709  STATE/COUNTY-  IL/WOODFORD
 CI6709  USGS QUAD   -  CHILLICOTHE (1972)
 CI6709
 CI6709                         *CURRENT SURVEY CONTROL
 CI6709  ___________________________________________________________________
 CI6709* NAD 83(1997)-  40 53 30.61227(N)    089 24 39.38196(W)     ADJUSTED  
 CI6709* NAVD 88     -       203.6    (meters)     668.     (feet)  GPS OBS   
 CI6709  ___________________________________________________________________
 CI6709  X           -      49,642.104 (meters)                     COMP
 CI6709  Y           -  -4,828,336.864 (meters)                     COMP
 CI6709  Z           -   4,153,462.135 (meters)                     COMP
 CI6709  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 CI6709  ELLIP HEIGHT-         170.81  (meters)          (02/03/05) GPS OBS
 CI6709  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 CI6709
 CI6709  HORZ ORDER  -  FIRST
 CI6709  ELLP ORDER  -  FOURTH    CLASS II
 CI6709
 CI6709.The horizontal coordinates were established by GPS observations
 CI6709.and adjusted by the AMERICAN SURVEYING in March 2003..
 CI6709
 CI6709.The orthometric height was determined by GPS observations and a
 CI6709.high-resolution geoid model.
 CI6709
 CI6709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI6709
 CI6709.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI6709
 CI6709.The ellipsoidal height was determined by GPS observations
 CI6709.and is referenced to NAD 83.
 CI6709
 CI6709.The geoid height was determined by GEOID03.
 CI6709
 CI6709;                    North         East     Units Scale Factor Converg.
 CI6709;SPC IL W     -   469,289.342   763,683.602   MT  0.99999108   +0 29 41.1
 CI6709;SPC IL W     - 1,539,660.12  2,505,518.62   sFT  0.99999108   +0 29 41.1
 CI6709;UTM  16      - 4,529,548.283   296,896.511   MT  1.00010775   -1 34 43.7
 CI6709
 CI6709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI6709!SPC IL W     -   0.99997321  x   0.99999108  =   0.99996429
 CI6709!UTM  16      -   0.99997321  x   1.00010775  =   1.00008095
 CI6709
 CI6709                          SUPERSEDED SURVEY CONTROL
 CI6709
 CI6709  ELLIP H (03/04/03)  170.82   (m)                       GP(       ) 4 2
 CI6709
 CI6709.Superseded values are not recommended for survey control.
 CI6709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI6709.See file dsdata.txt to determine how the superseded data were derived.
 CI6709
 CI6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9689729548(NAD 83)
 CI6709_MARKER: DZ = AZIMUTH MARK DISK
 CI6709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI6709_MARK LOGO: CGS   
 CI6709_PROJECTION: PROJECTING 25 CENTIMETERS
 CI6709_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI6709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI6709+STABILITY: SURFACE MOTION
 CI6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI6709+SATELLITE: SATELLITE OBSERVATIONS - 2001
 CI6709
 CI6709  HISTORY     - Date     Condition        Report By
 CI6709  HISTORY     - 1969     MONUMENTED       CGS
 CI6709  HISTORY     - 2001     GOOD             ASCPC
 CI6709
 CI6709                          STATION DESCRIPTION
 CI6709
 CI6709'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 CI6709'FROM THE ENTRANCE OF THE WOODFORD COUNTY STATE FISH AND WILDLIFE AREA
 CI6709'ALONG ROUTE
 CI6709'26, GO NORTH ON ROUTE 26 1.2 MILES TO BRICKTOWN ROAD (TWP RD. 2110
 CI6709'NORTH) TURN RIGHT GO
 CI6709'1.0 MILES ALONG BRICK TOWN ROAD STATION ON LEFT AT HOUSE NUMBER 686 22
 CI6709'FEET NORTH OF
 CI6709'CENTERLINE GRAVEL DRIVE AND 22 FEET EAST OF CENTERLINE ROAD.
 CI6709'MONUMENT IS 10INCHES ABOVE GROUND AND IS STARTING TO BE CHIPPED AWAY
 CI6709'FOR ACCESS TO
 CI6709'DISK.
 CI6709' 
 CI6709' 
 CI6709' 
 CI6709' 
 CI6709' 
 CI6709' 
 CI6709'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1904 ***********************************************************************
 LC1904  DESIGNATION -  BENNINGTON RM A 1969
 LC1904  PID         -  LC1904
 LC1904  STATE/COUNTY-  IL/WOODFORD
 LC1904  USGS QUAD   -  CHILLICOTHE (1972)
 LC1904
 LC1904                         *CURRENT SURVEY CONTROL
 LC1904  ___________________________________________________________________
 LC1904* NAD 83(1997)-  40 53 17.43560(N)    089 24 36.13717(W)     ADJUSTED  
 LC1904* NAVD 88     -       207.6    (meters)     681.     (feet)  VERTCON   
 LC1904  ___________________________________________________________________
 LC1904  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 LC1904  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LC1904
 LC1904  HORZ ORDER  -  FIRST
 LC1904
 LC1904.The horizontal coordinates were established by classical geodetic methods
 LC1904.and adjusted by the National Geodetic Survey in October 1999..
 LC1904
 LC1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1904
 LC1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1904
 LC1904.The geoid height was determined by GEOID03.
 LC1904
 LC1904;                    North         East     Units Scale Factor Converg.
 LC1904;SPC IL W     -   468,883.547   763,763.070   MT  0.99999120   +0 29 43.1
 LC1904;SPC IL W     - 1,538,328.77  2,505,779.34   sFT  0.99999120   +0 29 43.1
 LC1904;UTM  16      - 4,529,139.830   296,961.252   MT  1.00010742   -1 34 41.2
 LC1904
 LC1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1904!SPC IL W     -   0.99997258  x   0.99999120  =   0.99996378
 LC1904!UTM  16      -   0.99997258  x   1.00010742  =   1.00007999
 LC1904
 LC1904|---------------------------------------------------------------------|
 LC1904| PID    Reference Object                     Distance      Geod. Az  |
 LC1904|                                                           dddmmss.s |
 LC1904| LC1903 BENNINGTON                           27.784 METERS 02020     |
 LC1904| LC1897 CAZENOVIA EDUC TV MAST              APPROX.10.0 KM 1265700.2 |
 LC1904|---------------------------------------------------------------------|
 LC1904
 LC1904                          SUPERSEDED SURVEY CONTROL
 LC1904
 LC1904  NAD 83(1986)-  40 53 17.44803(N)    089 24 36.14294(W) AD(       ) 1
 LC1904  NAD 27      -  40 53 17.31743(N)    089 24 35.82540(W) AD(       ) 1
 LC1904  NGVD 29 (07/19/86)  207.7    (m)          681.     (f) VERT ANG       
 LC1904
 LC1904.Superseded values are not recommended for survey control.
 LC1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1904.See file dsdata.txt to determine how the superseded data were derived.
 LC1904
 LC1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9696129140(NAD 83)
 LC1904_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LC1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1904+STABILITY: SURFACE MOTION
 LC1904
 LC1904  HISTORY     - Date     Condition        Report By
 LC1904  HISTORY     - 1969     MONUMENTED       CGS
 LC1904  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC1904
 LC1904                          STATION DESCRIPTION
 LC1904
 LC1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1904'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH OF LACON, 5 MILES
 LC1904'WEST OF LOW POINT, AND 3 MILES EAST OF THE ILLINOIS RIVER.  IT IS
 LC1904'ON PROPERTY OWNED BY MR. JOHN BACHMAN.
 LC1904'
 LC1904'FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION FOR
 LC1904'TRIANGULATION STATION BENNINGTON 1939.
 LC1904'
 LC1904'THE STATION MARK IS A STANDARD DISK STAMPED BENNINGTON RM A 1969,
 LC1904'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT
 LC1904'12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 237 FEET
 LC1904'EAST-SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.  NOTE
 LC1904'1B7A.
 LC1904'
 LC1904'NOTE--THE TRAVERSE DISTANCE BELOW HAS BEEN REDUCED TO SEA LEVEL.
 LC1904
 LC1904                          STATION RECOVERY (1998)
 LC1904
 LC1904'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3164 ***********************************************************************
 ME3164  DESIGNATION -  BENSENVILLE MUNICIPAL TANK
 ME3164  PID         -  ME3164
 ME3164  STATE/COUNTY-  IL/DU PAGE
 ME3164  USGS QUAD   -  ELMHURST (1997)
 ME3164
 ME3164                         *CURRENT SURVEY CONTROL
 ME3164  ___________________________________________________________________
 ME3164* NAD 83(1997)-  41 57 27.58966(N)    087 56 20.73812(W)     ADJUSTED  
 ME3164* NAVD 88     -                                                        
 ME3164  ___________________________________________________________________
 ME3164  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 ME3164  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME3164
 ME3164  HORZ ORDER  -  THIRD
 ME3164
 ME3164.The horizontal coordinates were established by classical geodetic methods
 ME3164.and adjusted by the National Geodetic Survey in October 1999..
 ME3164
 ME3164
 ME3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3164
 ME3164.The geoid height was determined by GEOID03.
 ME3164
 ME3164;                    North         East     Units Scale Factor Converg.
 ME3164;SPC IL E     -   587,475.502   332,683.888   MT  0.99998814   +0 15 48.9
 ME3164;SPC IL E     - 1,927,409.21  1,091,480.39   sFT  0.99998814   +0 15 48.9
 ME3164;UTM  16      - 4,645,502.137   422,174.568   MT  0.99967453   -0 37 40.4
 ME3164
 ME3164                          SUPERSEDED SURVEY CONTROL
 ME3164
 ME3164  NAD 83(1997)-  41 57 27.58974(N)    087 56 20.73871(W) AD(       ) 4
 ME3164  NAD 83(1997)-  41 57 27.59023(N)    087 56 20.75199(W) AD(       ) 4
 ME3164  NAD 83(1986)-  41 57 27.59176(N)    087 56 20.75200(W) AD(       ) 4
 ME3164  NAD 27      -  41 57 27.48650(N)    087 56 20.51451(W) AD(       ) 3
 ME3164
 ME3164.Superseded values are not recommended for survey control.
 ME3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3164.See file dsdata.txt to determine how the superseded data were derived.
 ME3164
 ME3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2217545502(NAD 83)
 ME3164_MARKER: 53 = ELEVATED TANK
 ME3164
 ME3164  HISTORY     - Date     Condition        Report By
 ME3164  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3164  HISTORY     - 1967     GOOD             CGS
 ME3164  HISTORY     - 1969     GOOD             CGS
 ME3164  HISTORY     - 1971     GOOD             NGS
 ME3164  HISTORY     - 1974     GOOD             NGS
 ME3164  HISTORY     - 19930210 MARK NOT FOUND   USPSQD
 ME3164
 ME3164                          STATION DESCRIPTION
 ME3164
 ME3164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3164'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3164'TANK LOCATED ON
 ME3164'THE EAST SIDE OF SOUTH YORK STREET ABOUT 200 FEET SOUTH OF ROOSEVELT
 ME3164'AVENUE IN THE CENTRAL SECTION OF
 ME3164'BENSENVILLE.  IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED
 ME3164'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME
 ME3164'BENSENVILLE PAINTED ON THE
 ME3164'NORTH AND SOUTH SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT 110
 ME3164'FEET.
 ME3164
 ME3164                          STATION RECOVERY (1967)
 ME3164
 ME3164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 ME3164'THE STATION WAS RECOVERED AS DESCRIBED IN 1965.
 ME3164
 ME3164                          STATION RECOVERY (1969)
 ME3164
 ME3164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 ME3164'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 ME3164'ORIGINAL DESCRIPTION
 ME3164'WAS NOT AVAILABLE AND A NEW DESCRIPTION FOLLOWS.
 ME3164'
 ME3164'THE STATION IS LOCATED ONE-HALF BLOCK NORTH OF THE INTERSECTION OF
 ME3164'EAST MAIN STREET AND
 ME3164'NORTH YORK ROAD IN BENSENVILLE, 115 FEET EAST OF THE EAST EDGE OF
 ME3164'NORTH YORK ROAD, AND IS BEHIND
 ME3164'THE BENSENVILLE PUMPING STATION.  IT IS A FOUR-LEGGED STEEL
 ME3164'STRUCTURE PAINTED SILVER WITH BENSENVILLE
 ME3164'LETTERED ON THE SIDE.
 ME3164
 ME3164                          STATION RECOVERY (1971)
 ME3164
 ME3164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 ME3164'THE STATION WAS RECOVERED AS DESCRIBED.
 ME3164'
 ME3164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - CENTRAL
 ME3164'BENSENVILLE.
 ME3164
 ME3164                          STATION RECOVERY (1974)
 ME3164
 ME3164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 ME3164'RECOVERED AS DESCRIBED.
 ME3164'
 ME3164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - IN BENSENVILLE.
 ME3164
 ME3164                          STATION RECOVERY (1993)
 ME3164
 ME3164'RECOVERY NOTE BY US POWER SQUADRON 1993
 ME3164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1867 ***********************************************************************
 LC1867  DESIGNATION -  BENSON ATT MWV KSO 79
 LC1867  PID         -  LC1867
 LC1867  STATE/COUNTY-  IL/WOODFORD
 LC1867  USGS QUAD   -  MINONK (1995)
 LC1867
 LC1867                         *CURRENT SURVEY CONTROL
 LC1867  ___________________________________________________________________
 LC1867* NAD 83(1997)-  40 52 54.28394(N)    089 07 23.30602(W)     ADJUSTED  
 LC1867* NAVD 88     -                                                        
 LC1867  ___________________________________________________________________
 LC1867  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LC1867  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LC1867
 LC1867  HORZ ORDER  -  THIRD
 LC1867
 LC1867.The horizontal coordinates were established by classical geodetic methods
 LC1867.and adjusted by the National Geodetic Survey in October 1999..
 LC1867
 LC1867
 LC1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1867
 LC1867.The geoid height was determined by GEOID03.
 LC1867
 LC1867;                    North         East     Units Scale Factor Converg.
 LC1867;SPC IL W     -   468,418.042   787,949.526   MT  1.00003635   +0 40 58.9
 LC1867;SPC IL W     - 1,536,801.53  2,585,131.07   sFT  1.00003635   +0 40 58.9
 LC1867;UTM  16      - 4,527,799.605   321,115.927   MT  0.99999387   -1 23 23.9
 LC1867
 LC1867                          SUPERSEDED SURVEY CONTROL
 LC1867
 LC1867  NAD 83(1986)-  40 52 54.29962(N)    089 07 23.31229(W) AD(       ) 4
 LC1867  NAD 27      -  40 52 54.16996(N)    089 07 23.03534(W) AD(       ) 3
 LC1867
 LC1867.Superseded values are not recommended for survey control.
 LC1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1867.See file dsdata.txt to determine how the superseded data were derived.
 LC1867
 LC1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2111627800(NAD 83)
 LC1867
 LC1867  HISTORY     - Date     Condition        Report By
 LC1867  HISTORY     - 1969     MONUMENTED       CGS
 LC1867  HISTORY     - 19981014 GOOD             USPSQD
 LC1867
 LC1867                          STATION DESCRIPTION
 LC1867
 LC1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1867'THE STATION IS THE RED LIGHT ATOP THE BENSON, AMERICAN TELEPHONE
 LC1867'AND TELEGRAPH COMPANY MICROWAVE RELAY TOWER KSO 79 THAT IS LOCATED
 LC1867'ABOUT 4 MILES SOUTHWEST OF MINONK AND 2 MILES NORTH OF BENSON.  THE
 LC1867'TOWER IS A FOUR LEGGED STRUCTURE, PAINTED IN ALTERNATE BANDS OF
 LC1867'RED AND WHITE WITH TWO FAN SHAPED ANTENNAS LOCATED AT THE TOP ON
 LC1867'THE WEST SIDE AND TWO FAN SHAPED ANTENNAS LOCATED ABOUT 40 FEET
 LC1867'FROM THE TOP ON THE EAST SIDE.  THE TOWER IS 175 FEET IN
 LC1867'HEIGHT.
 LC1867
 LC1867                          STATION RECOVERY (1998)
 LC1867
 LC1867'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1872 ***********************************************************************
 LC1872  DESIGNATION -  BENSON ILL PWR CO MWV KSF 47
 LC1872  PID         -  LC1872
 LC1872  STATE/COUNTY-  IL/WOODFORD
 LC1872  USGS QUAD   -  ROANOKE (1983)
 LC1872
 LC1872                         *CURRENT SURVEY CONTROL
 LC1872  ___________________________________________________________________
 LC1872* NAD 83(1997)-  40 51 18.44199(N)    089 07 55.73496(W)     ADJUSTED  
 LC1872* NAVD 88     -                                                        
 LC1872  ___________________________________________________________________
 LC1872  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 LC1872  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LC1872
 LC1872  HORZ ORDER  -  THIRD
 LC1872
 LC1872.The horizontal coordinates were established by classical geodetic methods
 LC1872.and adjusted by the National Geodetic Survey in October 1999..
 LC1872
 LC1872
 LC1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1872
 LC1872.The geoid height was determined by GEOID03.
 LC1872
 LC1872;                    North         East     Units Scale Factor Converg.
 LC1872;SPC IL W     -   465,452.639   787,225.238   MT  1.00003479   +0 40 36.4
 LC1872;SPC IL W     - 1,527,072.53  2,582,754.80   sFT  1.00003479   +0 40 36.4
 LC1872;UTM  16      - 4,524,862.451   320,284.908   MT  0.99999754   -1 23 42.4
 LC1872
 LC1872                          SUPERSEDED SURVEY CONTROL
 LC1872
 LC1872  NAD 83(1986)-  40 51 18.45757(N)    089 07 55.74080(W) AD(       ) 4
 LC1872  NAD 27      -  40 51 18.32879(N)    089 07 55.45479(W) AD(       ) 3
 LC1872
 LC1872.Superseded values are not recommended for survey control.
 LC1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1872.See file dsdata.txt to determine how the superseded data were derived.
 LC1872
 LC1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2028524862(NAD 83)
 LC1872
 LC1872  HISTORY     - Date     Condition        Report By
 LC1872  HISTORY     - 1969     MONUMENTED       CGS
 LC1872  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC1872
 LC1872                          STATION DESCRIPTION
 LC1872
 LC1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1872'THE STATION IS THE RED LIGHT ATOP THE WEST ONE OF TWO MASTS OF THE
 LC1872'BENSON, ILLINOIS POWER COMPANY MICROWAVE KSF 47 THAT IS LOCATED
 LC1872'ABOUT 0.5 MILE WEST OF BENSON, 0.5 MILE EAST OF STATE HIGHWAY 116A
 LC1872'AND JUST NORTH OF STATE HIGHWAY 116.  THE MASTS ARE ABOUT TWENTY
 LC1872'FEET APART AND ARE JOINED TOGETHER AT THE TOP BY A PIPE THAT
 LC1872'SUPPORTS A FAN SHAPED ANTENNA.  THEY ARE TRIANGULAR IN CROSS
 LC1872'SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND ARE
 LC1872'250 FEET IN HEIGHT.
 LC1872
 LC1872                          STATION RECOVERY (1998)
 LC1872
 LC1872'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1868 ***********************************************************************
 LC1868  DESIGNATION -  BENSON MUNICIPAL TANK
 LC1868  PID         -  LC1868
 LC1868  STATE/COUNTY-  IL/WOODFORD
 LC1868  USGS QUAD   -  BENSON (1995)
 LC1868
 LC1868                         *CURRENT SURVEY CONTROL
 LC1868  ___________________________________________________________________
 LC1868* NAD 83(1997)-  40 51 03.61728(N)    089 07 13.49157(W)     ADJUSTED  
 LC1868* NAVD 88     -                                                        
 LC1868  ___________________________________________________________________
 LC1868  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 LC1868  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC1868
 LC1868  HORZ ORDER  -  THIRD
 LC1868
 LC1868.The horizontal coordinates were established by classical geodetic methods
 LC1868.and adjusted by the National Geodetic Survey in October 1999..
 LC1868
 LC1868
 LC1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1868
 LC1868.The geoid height was determined by GEOID03.
 LC1868
 LC1868;                    North         East     Units Scale Factor Converg.
 LC1868;SPC IL W     -   465,007.102   788,220.091   MT  1.00003693   +0 41 03.8
 LC1868;SPC IL W     - 1,525,610.80  2,586,018.75   sFT  1.00003693   +0 41 03.8
 LC1868;UTM  16      - 4,524,381.260   321,262.963   MT  0.99999322   -1 23 14.3
 LC1868
 LC1868                          SUPERSEDED SURVEY CONTROL
 LC1868
 LC1868  NAD 83(1986)-  40 51 03.63319(N)    089 07 13.49849(W) AD(       ) 4
 LC1868  NAD 27      -  40 51 03.49900(N)    089 07 13.21300(W) AD(       ) 3
 LC1868
 LC1868.Superseded values are not recommended for survey control.
 LC1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1868.See file dsdata.txt to determine how the superseded data were derived.
 LC1868
 LC1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2126324381(NAD 83)
 LC1868_MARKER: 53 = ELEVATED TANK
 LC1868
 LC1868  HISTORY     - Date     Condition        Report By
 LC1868  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1868  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC1868
 LC1868                          STATION DESCRIPTION
 LC1868
 LC1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1868'THE POINT OBSERVED UPON WAS THE FINIAL OF THE BENSON MUNICIPAL
 LC1868'WATER TANK.  THE TANK IS A WOODEN STRUCTURE PAINTED GREY AND
 LC1868'MOUNTED ON A CIRCULAR BRICK BASE.  IT IS APPROXIMATELY 100
 LC1868'FEET HIGH AND LOCATED IN THE CENTRAL PART OF TOWN.
 LC1868'
 LC1868'OBSERVED UPON FROM TRIANGULATION STATIONS.  HUMMEL, EL PASO ECC,
 LC1868'PANOLA ECC.
 LC1868'
 LC1868'AN INTERSECTION STATION.
 LC1868
 LC1868                          STATION RECOVERY (1998)
 LC1868
 LC1868'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0337 ***********************************************************************
 JB0337  DESIGNATION -  BENTON
 JB0337  PID         -  JB0337
 JB0337  STATE/COUNTY-  IL/FRANKLIN
 JB0337  USGS QUAD   -  REND LAKE DAM (1975)
 JB0337
 JB0337                         *CURRENT SURVEY CONTROL
 JB0337  ___________________________________________________________________
 JB0337* NAD 83(1997)-  38 02 02.99221(N)    088 55 19.26690(W)     ADJUSTED  
 JB0337* NAVD 88     -       133.801  (meters)     438.98   (feet)  ADJUSTED  
 JB0337  ___________________________________________________________________
 JB0337  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JB0337  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 JB0337  DYNAMIC HT  -         133.712 (meters)     438.69  (feet)  COMP
 JB0337  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 JB0337
 JB0337  HORZ ORDER  -  SECOND
 JB0337  VERT ORDER  -  SECOND    CLASS 0
 JB0337
 JB0337.The horizontal coordinates were established by classical geodetic methods
 JB0337.and adjusted by the National Geodetic Survey in October 1999..
 JB0337
 JB0337.The orthometric height was determined by differential leveling
 JB0337.and adjusted by the National Geodetic Survey in June 1991..
 JB0337
 JB0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0337
 JB0337.The geoid height was determined by GEOID03.
 JB0337
 JB0337.The dynamic height is computed by dividing the NAVD 88
 JB0337.geopotential number by the normal gravity value computed on the
 JB0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0337.degrees latitude (g = 980.6199 gals.).
 JB0337
 JB0337.The modeled gravity was interpolated from observed gravity values.
 JB0337
 JB0337;                    North         East     Units Scale Factor Converg.
 JB0337;SPC IL E     -   151,930.492   248,319.393   MT  1.00000788   -0 21 45.8
 JB0337;SPC IL E     -   498,458.62    814,694.54   sFT  1.00000788   -0 21 45.8
 JB0337;UTM  16      - 4,211,349.175   331,322.526   MT  0.99995043   -1 11 04.2
 JB0337
 JB0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0337!SPC IL E     -   0.99998366  x   1.00000788  =   0.99999154
 JB0337!UTM  16      -   0.99998366  x   0.99995043  =   0.99993409
 JB0337
 JB0337:                Primary Azimuth Mark                     Grid Az
 JB0337:SPC IL E     -  BENTON AZ MK                             013 02 54.1
 JB0337:UTM  16      -  BENTON AZ MK                             013 52 12.5
 JB0337
 JB0337|---------------------------------------------------------------------|
 JB0337| PID    Reference Object                     Distance      Geod. Az  |
 JB0337|                                                           dddmmss.s |
 JB0337| JB0336 BENTON AZ MK                                       0124108.3 |
 JB0337| JB0339 BENTON RM 1                          29.612 METERS 03442     |
 JB0337| JB0340 BENTON RM 3                          20.316 METERS 11330     |
 JB0337| JB0338 BENTON RM 2                          23.576 METERS 11952     |
 JB0337| HB1634 BENTON MUNICIPAL TANK               APPROX. 4.0 KM 1770600.4 |
 JB0337| JB1874 SESSER MUNICIPAL TANK               APPROX.12.6 KM 2983823.4 |
 JB0337|---------------------------------------------------------------------|
 JB0337
 JB0337                          SUPERSEDED SURVEY CONTROL
 JB0337
 JB0337  NAD 83(1997)-  38 02 03.00340(N)    088 55 19.26674(W) AD(       ) 2
 JB0337  NAD 83(1986)-  38 02 03.00519(N)    088 55 19.26832(W) AD(       ) 2
 JB0337  NAD 27      -  38 02 02.82429(N)    088 55 19.02349(W) AD(       ) 2
 JB0337  NGVD 29 (??/??/92)  133.892  (m)          439.28   (f) ADJ UNCH    2 0
 JB0337
 JB0337.Superseded values are not recommended for survey control.
 JB0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0337.See file dsdata.txt to determine how the superseded data were derived.
 JB0337
 JB0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3132311349(NAD 83)
 JB0337_MARKER: DS = TRIANGULATION STATION DISK
 JB0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0337_STAMPING: BENTON 1960
 JB0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0337+STABILITY: SURFACE MOTION
 JB0337
 JB0337  HISTORY     - Date     Condition        Report By
 JB0337  HISTORY     - 1960     MONUMENTED       CGS
 JB0337  HISTORY     - 1960     GOOD             CGS
 JB0337  HISTORY     - 1973     GOOD             NGS
 JB0337  HISTORY     - 1973     GOOD             NGS
 JB0337  HISTORY     - 1975     GOOD             USGS
 JB0337  HISTORY     - 1981     GOOD             ILDT
 JB0337
 JB0337                          STATION DESCRIPTION
 JB0337
 JB0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0337'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF BENTON, AT THE SOUTHERN
 JB0337'ILLINOIS FORESTRY
 JB0337'HEADQUARTERS ON THE WEST SIDE OF STATE HIGHWAY 37 AND ABOUT
 JB0337'200 FEET NORTH OF A LOOKOUT TOWER.
 JB0337'
 JB0337'TO REACH FROM THE COURT HOUSE IN BENTON, GO NORTH ON STATE HIGHWAY 37
 JB0337'FOR 2.5 MILES TO THE
 JB0337'SOUTHERN ILLINOIS FORESTRY HEADQUARTERS ON THE LEFT,
 JB0337'TURN LEFT THROUGH WHITE BOARD
 JB0337'GATE NORTH OF BUILDINGS FOR 0.05 MILE
 JB0337'TO BUILDING ON THE LEFT, KEEP RIGHT FOR ABOUT
 JB0337'0.05 MILE TO ANOTHER
 JB0337'BUILDING JUST NORTHEAST OF THE LOOKOUT TOWER, PASS THROUGH BUILDING
 JB0337'DRIVEWAY AND GO ABOUT 50 FEET TO THE STATION AS DESCRIBED.
 JB0337'
 JB0337'STATION MARK, A STANDARD STATION DISK SET IN TOP OF A 12 INCH SQUARE
 JB0337'CONCRETE POST WHICH IS
 JB0337'FLUSH WITH THE GROUND AND STAMPED BENTON 1960.  THE
 JB0337'MARK IS 73 FEET NORTH OF THE
 JB0337'NORTHWEST END OF EQUIPMENT BUILDING, 29
 JB0337'FEET WEST OF THE CENTER OF A TRACK ROAD AND 8.3
 JB0337'FEET SOUTHEAST OF A  WITNESS POST.
 JB0337'
 JB0337'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE DISK SET IN THE TOP OF
 JB0337'A 12 INCH SQUARE CONCRETE
 JB0337'POST WHICH PROJECTS ABOUT 3 INCHES AND STAMPED BENTON
 JB0337'NO 1 1960.  THE MARK IS 14 FEET
 JB0337'WEST OF A 6 INCH SQUARE FENCE POST
 JB0337'WITH BRACE, 9 FEET NORTH OF THE CENTER OF A TRACK
 JB0337'ROAD AND 1 FOOT
 JB0337'SOUTH OF A FENCE.
 JB0337'
 JB0337'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE DISK SET IN THE TOP OF
 JB0337'A 12 INCH SQUARE CONCRETE
 JB0337'POST WHICH IS FLUSH WITH THE GROUND AND STAMPED
 JB0337'BENTON NO 2 1960.  THE MARK IS 53
 JB0337'FEET EAST OF THE CENTER OF A TRACK
 JB0337'ROAD AND 14 FEET NORTHEAST OF THE NORTHEAST CORNER
 JB0337'OF EQUIPMENT BUILDING.
 JB0337'
 JB0337'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB0337'CONCRETE POST WHICH IS
 JB0337'FLUSH WITH THE GROUND AND STAMPED BENTON 1960.  THE
 JB0337'MARK IS 49 FEET EAST OF A
 JB0337'TELEPHONE POLE, 43 FEET SOUTH OF THE CENTER
 JB0337'OF DRIVEWAY, 12 FEET SOUTH OF THE NORTHWEST
 JB0337'CORNER OF BARN AND 1 FOOT WEST OF BARN.
 JB0337'
 JB0337'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE SOUTHERN ILLINOIS
 JB0337'FORESTRY HEADQUARTERS, GO
 JB0337'NORTH ON STATE HIGHWAY 37 FOR 0.3 MILE TO A DRIVEWAY
 JB0337'ON THE RIGHT, TURN RIGHT TO BARN
 JB0337'AND THE MARK AS DESCRIBED.
 JB0337'
 JB0337'HEIGHT OF LIGHT ABOVE STATION MARK 30.09 METERS.
 JB0337
 JB0337                          STATION RECOVERY (1960)
 JB0337
 JB0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0337'2.7 MI N FROM BENTON.
 JB0337'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0337'HOUSE AT BENTON, GO EAST ON GRAVEL ROAD AT A WHITE GATE JUST
 JB0337'NORTH OF THE SOUTHERN ILLINOIS FORESTRY HEADQUARTERS BUILDING
 JB0337'FOR 0.05 MILE TO THE FIRE TOWER AND DRIVE THROUGH STORAGE
 JB0337'BUILDING, 54 FEET NORTH OF THE NORTHWEST CORNER OF THE STORAGE
 JB0337'BUILDING, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 72 FEET
 JB0337'SOUTH-SOUTHWEST OF THE CENTER OF A T-JUNCTION, 8.5 FEET EAST OF
 JB0337'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 JB0337'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0337
 JB0337                          STATION RECOVERY (1973)
 JB0337
 JB0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JB0337'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN
 JB0337'GOOD CONDITION.
 JB0337'REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE
 JB0337'BEEN DESTROYED BY BUILDING.  THE
 JB0337'LINE OF SIGHT TO THE AZIMUTH MARK IS
 JB0337'OBSTRUCTED BY TREES.  THE DISTANCE TO REFERENCE
 JB0337'MARK 1 CHECKED.
 JB0337'REFERENCE MARK 3 WAS SET.  THE STATION MARK WAS FOUND WITH A THIN
 JB0337'LAYER OF
 JB0337'CONCRETE OVER IT AND THIS WAS BROKEN AND THE MARK EXPOSED.
 JB0337'A NEW DESCRIPTION FOLLOWS-
 JB0337'
 JB0337'THE STATION IS LOCATED AT THE SOUTHERN ILLINOIS FORESTRY
 JB0337'HEADQUARTERS, 85
 JB0337'FEET NORTHWEST OF THE SOUTHEAST FENCE CORNER, 70 FEET SOUTHWEST OF
 JB0337'THE NORTHWEST CORNER
 JB0337'OF A LARGE METAL BUILDING, 75 FEET NORTHWEST OF
 JB0337'THE SOUTHWEST CORNER OF THE BUILDING, 2
 JB0337'FEET SOUTHEAST OF THE
 JB0337'NORTHEAST 1 OF 4 METAL LEGS OF AN OVERHEAD HOIST, 24 FEET
 JB0337'EAST OF A FENCE
 JB0337'AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS
 JB0337'3 INCHES UNDERGROUND AND
 JB0337'THE DISK IS STAMPED BENTON 1960.
 JB0337'
 JB0337'TO REACH THE STATION FROM THE COURTHOUSE AT BENTON, GO NORTH ON STATE
 JB0337'HIGHWAY 37 FOR 2.5
 JB0337'MILES TO THE SOUTHERN ILLINOIS FORESTRY
 JB0337'HEADQUARTERS ON THE LEFT.  TURN LEFT
 JB0337'PASSING THROUGH BOARD GATE TO
 JB0337'THE NORTH OF THE BUILDING AND GO WEST ABOUT 50 FEET TO A ROAD RIGHT.
 JB0337'TURN RIGHT AND GO NORTH AND WEST ENTERING FENCE AREA FOR 0.1 MILE TO
 JB0337'THE STATION.
 JB0337'
 JB0337'REFERENCE MARK 1 IS 53 FEET NORTH OF THE NORTHWEST CORNER OF THE
 JB0337'BUILDING, 83 FEET
 JB0337'EAST OF FENCE CORNER AND GATE, IN AN EAST-WEST
 JB0337'WOVEN WIRE FENCE LINE AND 86 FEET
 JB0337'WEST OF A FENCE CORNER AND A GATE.
 JB0337'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 JB0337'STAMPED BENTON NO 1 1960.
 JB0337'
 JB0337'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BENTON 1960 NO 3 1973,
 JB0337'SET IN A DRILL
 JB0337'HOLE IN THE TOP AND SOUTHWEST END OF A CONCRETE APRON
 JB0337'ON THE WEST SIDE OF THE BUILDING,
 JB0337'55 FEET SOUTH OF THE NORTHWEST
 JB0337'CORNER OF THE BUILDING, 8 FEET NORTHWEST OF THE
 JB0337'SOUTHWEST CORNER OF
 JB0337'BUILDING A AND 24 FEET NORTHWEST OF A FENCE CORNER.
 JB0337'
 JB0337'THE AZIMUTH MARK IS 125 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JB0337'49 FEET EAST OF A
 JB0337'TELEPHONE POLE, 43 FEET SOUTH OF THE CENTERLINE OF
 JB0337'DRIVEWAY, 12 FEET SOUTH OF THE
 JB0337'NORTHWEST CORNER OF A BARN AND 1 FOOT
 JB0337'WEST OF THE WEST WALL OF BARN.  THE MONUMENT IS
 JB0337'FLUSH AND THE DISK IS
 JB0337'STAMPED BENTON 1960.
 JB0337'
 JB0337'TO REACH THE AZIMUTH MARK FROM THE FORESTRY BUILDING, GO NORTH ON
 JB0337'HIGHWAY 37 FOR 0.3
 JB0337'MILE TO THE MARK ON THE RIGHT.
 JB0337'
 JB0337'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0337
 JB0337                          STATION RECOVERY (1973)
 JB0337
 JB0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0337'RECOVERED IN GOOD CONDITION.
 JB0337
 JB0337                          STATION RECOVERY (1975)
 JB0337
 JB0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JB0337'THE STATION IS ONLY 55 FT. NORTH OF THE NW CORNER OF THE EQUIPMENT
 JB0337'BLDG.
 JB0337
 JB0337                          STATION RECOVERY (1981)
 JB0337
 JB0337'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1981 (DEM)
 JB0337'BENTON - 1960 RECOVERED GOOD.
 JB0337'
 JB0337'R.M. NO. 3 OK.
 JB0337'
 JB0337'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MI N. OF BENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1531 ***********************************************************************
 HB1531  DESIGNATION -  BENTON
 HB1531  PID         -  HB1531
 HB1531  STATE/COUNTY-  IL/MASSAC
 HB1531  USGS QUAD   -  REEVESVILLE (1996)
 HB1531
 HB1531                         *CURRENT SURVEY CONTROL
 HB1531  ___________________________________________________________________
 HB1531* NAD 83(1997)-  37 15 41.78965(N)    088 42 25.02574(W)     ADJUSTED  
 HB1531* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 HB1531  ___________________________________________________________________
 HB1531  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HB1531  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HB1531
 HB1531  HORZ ORDER  -  FIRST
 HB1531
 HB1531.The horizontal coordinates were established by classical geodetic methods
 HB1531.and adjusted by the National Geodetic Survey in October 1999..
 HB1531
 HB1531.The orthometric height was scaled from a topographic map.
 HB1531
 HB1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1531
 HB1531.The geoid height was determined by GEOID03.
 HB1531
 HB1531;                    North         East     Units Scale Factor Converg.
 HB1531;SPC IL E     -    66,088.587   266,858.661   MT  0.99998852   -0 13 34.4
 HB1531;SPC IL E     -   216,825.64    875,518.79   sFT  0.99998852   -0 13 34.4
 HB1531;UTM  16      - 4,125,259.404   348,638.039   MT  0.99988222   -1 02 01.2
 HB1531
 HB1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1531!SPC IL E     -   0.99997751  x   0.99998852  =   0.99996603
 HB1531!UTM  16      -   0.99997751  x   0.99988222  =   0.99985973
 HB1531
 HB1531|---------------------------------------------------------------------|
 HB1531| PID    Reference Object                     Distance      Geod. Az  |
 HB1531|                                                           dddmmss.s |
 HB1531| CI2990 BENTON RM 1                          24.356 METERS 00334     |
 HB1531| CI2991 BENTON RM 2                          31.917 METERS 26524     |
 HB1531| HB1530 BENTON ZION EVAN CHURCH SPIRE       378.082 METERS 29640     |
 HB1531| CI2989 BENTON AZ MK                                       2985242.7 |
 HB1531|---------------------------------------------------------------------|
 HB1531
 HB1531                          SUPERSEDED SURVEY CONTROL
 HB1531
 HB1531  NAD 83(1997)-  37 15 41.79463(N)    088 42 25.02385(W) AD(       ) 1
 HB1531  NAD 83(1986)-  37 15 41.80003(N)    088 42 25.02773(W) AD(       ) 1
 HB1531  NAD 27      -  37 15 41.60544(N)    088 42 24.83678(W) AD(       ) 1
 HB1531
 HB1531.Superseded values are not recommended for survey control.
 HB1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1531.See file dsdata.txt to determine how the superseded data were derived.
 HB1531
 HB1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4863825259(NAD 83)
 HB1531_MARKER: DS = TRIANGULATION STATION DISK
 HB1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1531
 HB1531  HISTORY     - Date     Condition        Report By
 HB1531  HISTORY     - 1957     MONUMENTED       CGS
 HB1531  HISTORY     - 1964     GOOD             ILDT
 HB1531
 HB1531                          STATION DESCRIPTION
 HB1531
 HB1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1531'THE STATION IS ABOUT 8 MILES NORTH OF METROPOLIS, 1/4 MILE SOUTH OF
 HB1531'THE VILLAGE OF BENTON, ON THE SOUTHEAST SIDE OF A GRAVELED
 HB1531'ROAD, ON PROPERTY OWNED BY MR. FRED OBERMAN WHO LIVES ABOUT 1/2 MILE
 HB1531'NORTHEAST OF THE STATION. IT IS 40 FEET SOUTHEAST OF THE
 HB1531'CENTERLINE OF THE GRAVELED ROAD, 10 FEET WEST OF A 6 INCH OAK TREE
 HB1531'WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 20 FEET EAST OF A
 HB1531'CONCRETE RIGHT-OF-WAY MARKER AND 16 FEET EAST OF A WHITE WITNESS
 HB1531'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1531'BENTON 1957.
 HB1531'
 HB1531'TO REACH THE STATION FROM THE POST OFFICE IN METROPOLIS, GO EAST AND
 HB1531'SOUTHEAST ON U.S. HIGHWAY 45 FOR 3.8 MILES TO THE JUNCTION
 HB1531'WITH STATE HIGHWAY 145. TURN LEFT AND GO NORTH ON HIGHWAY 145 FOR 7.6
 HB1531'MILES TO A SIDE ROAD LEFT AT THE TOP OF A HILL AND A SIGN
 HB1531'READING, LUTHERAN CHURCH 2-1/2 MILES. TURN LEFT AND GO SOUTHWEST FOR
 HB1531'0.2 MILE TO A FORK. TAKE THE LEFT FORK AND GO SOUTHWEST ON A
 HB1531'GRAVELED ROAD FOR 1.8 MILES TO T-INTERSECTION. TURN LEFT AND GO
 HB1531'SOUTHEAST ON THE MAIN ROAD (GRAVELED) FOR 0.2 MILE TO THE STATION
 HB1531'ON THE LEFT.
 HB1531'
 HB1531'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE MAIN ROAD
 HB1531'FOR 0.05 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO
 HB1531'NORTHWEST FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 HB1531'
 HB1531'REFERENCE MARK 1 IS 20 FEET NORTHWEST OF THE CENTERLINE OF THE
 HB1531'GRAVELED ROAD, 65 FEET NORTHWEST OF A CONCRETE
 HB1531'RIGHT-OF-WAY MARKER AND 1 FOOT SOUTHEAST OF A WIRE FENCE. THE
 HB1531'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BENTON NO
 HB1531'1 1957.
 HB1531'
 HB1531'REFERENCE MARK 2 IS 75 FEET SOUTHWEST OF THE CONCRETE RIGHT-OF-WAY
 HB1531'MARKER, 20 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED
 HB1531'ROAD AND 1 FOOT SOUTHEAST OF A WIRE FENCE. THE MONUMENT PROJECTS 2
 HB1531'INCHES AND THE DISK IS STAMPED BENTON NO 2 1957.
 HB1531'
 HB1531'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HB1531'ROAD, 12 FEET SOUTHWEST OF A 12 INCH HICKORY TREE WITH A
 HB1531'CROOKED TRUNK AND 4 FEET EAST OF A WHITE WITNESS POST. THE MONUMENT
 HB1531'IS FLUSH AND THE DISK IS STAMPED BENTON 1957.
 HB1531'
 HB1531'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1531
 HB1531                          STATION RECOVERY (1964)
 HB1531
 HB1531'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964
 HB1531'BENTON 1957 RECOVERED GOOD.
 HB1531'
 HB1531'BENTON NO 1, 1957 RECOVERED GOOD.
 HB1531'
 HB1531'BENTON NO 2, 1957 RECOVERED GOOD.
 HB1531'
 HB1531'(AZIMUTH) BENTON 1957 RECOVERED GOOD (WITNESS POST MISSING).
 HB1531'
 HB1531'THE MAIN ROAD AS DESCRIBED IN PARAGRAPH NO. 3 IS NOW OILED, AS IN
 HB1531'RDS FOR REFERENCE MARKS, AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0336 ***********************************************************************
 JB0336  DESIGNATION -  BENTON AZ MK
 JB0336  PID         -  JB0336
 JB0336  STATE/COUNTY-  IL/FRANKLIN
 JB0336  USGS QUAD   -  REND LAKE DAM (1975)
 JB0336
 JB0336                         *CURRENT SURVEY CONTROL
 JB0336  ___________________________________________________________________
 JB0336* NAD 83(1986)-  38 02 21.     (N)    088 55 13.     (W)     SCALED    
 JB0336* NAVD 88     -       135.509  (meters)     444.58   (feet)  ADJUSTED  
 JB0336  ___________________________________________________________________
 JB0336  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 JB0336  DYNAMIC HT  -         135.419 (meters)     444.29  (feet)  COMP
 JB0336  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 JB0336
 JB0336  VERT ORDER  -  SECOND    CLASS 0
 JB0336
 JB0336.The horizontal coordinates were scaled from a topographic map and have
 JB0336.an estimated accuracy of +/- 6 seconds.
 JB0336
 JB0336.The orthometric height was determined by differential leveling
 JB0336.and adjusted by the National Geodetic Survey in June 1991..
 JB0336
 JB0336.The geoid height was determined by GEOID03.
 JB0336
 JB0336.The dynamic height is computed by dividing the NAVD 88
 JB0336.geopotential number by the normal gravity value computed on the
 JB0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0336.degrees latitude (g = 980.6199 gals.).
 JB0336
 JB0336.The modeled gravity was interpolated from observed gravity values.
 JB0336
 JB0336;                    North         East    Units  Estimated Accuracy
 JB0336;SPC IL E     -   152,490.      248,480.      MT  (+/- 180 meters Scaled)
 JB0336
 JB0336                          SUPERSEDED SURVEY CONTROL
 JB0336
 JB0336  NGVD 29 (??/??/92)  135.601  (m)          444.88   (f) ADJ UNCH    2 0
 JB0336
 JB0336.Superseded values are not recommended for survey control.
 JB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0336.See file dsdata.txt to determine how the superseded data were derived.
 JB0336
 JB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH314119(NAD 83)
 JB0336_MARKER: DZ = AZIMUTH MARK DISK
 JB0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0336_STAMPING: BENTON 1960
 JB0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0336+STABILITY: SURFACE MOTION
 JB0336
 JB0336  HISTORY     - Date     Condition        Report By
 JB0336  HISTORY     - 1960     MONUMENTED       CGS
 JB0336  HISTORY     - 1973     GOOD             NGS
 JB0336
 JB0336                          STATION DESCRIPTION
 JB0336
 JB0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0336'3 MI N FROM BENTON.
 JB0336'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0336'HOUSE AT BENTON, AT THE JUNCTION OF A DRIVE EAST TO A BARNYARD,
 JB0336'125 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET SOUTH
 JB0336'OF THE CENTER LINE OF THE DRIVE, 48 FEET EAST-SOUTHEAST OF A
 JB0336'TELEPHONE POLE, 12 FEET SOUTH OF THE NORTHWEST CORNER OF A
 JB0336'BARN, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 JB0336'CONCRETE POST FLUSH WITH THE GROUND.
 JB0336
 JB0336                          STATION RECOVERY (1973)
 JB0336
 JB0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1634 ***********************************************************************
 HB1634  DESIGNATION -  BENTON MUNICIPAL TANK
 HB1634  PID         -  HB1634
 HB1634  STATE/COUNTY-  IL/FRANKLIN
 HB1634  USGS QUAD   -  WEST FRANKFORT (1978)
 HB1634
 HB1634                         *CURRENT SURVEY CONTROL
 HB1634  ___________________________________________________________________
 HB1634* NAD 83(1997)-  37 59 54.00181(N)    088 55 11.00972(W)     ADJUSTED  
 HB1634* NAVD 88     -                                                        
 HB1634  ___________________________________________________________________
 HB1634  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 HB1634  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HB1634
 HB1634  HORZ ORDER  -  THIRD
 HB1634
 HB1634.The horizontal coordinates were established by classical geodetic methods
 HB1634.and adjusted by the National Geodetic Survey in October 1999..
 HB1634
 HB1634
 HB1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1634
 HB1634.The geoid height was determined by GEOID03.
 HB1634
 HB1634;                    North         East     Units Scale Factor Converg.
 HB1634;SPC IL E     -   147,952.179   248,495.686   MT  1.00000766   -0 21 39.6
 HB1634;SPC IL E     -   485,406.44    815,272.93   sFT  1.00000766   -0 21 39.6
 HB1634;UTM  16      - 4,207,368.973   331,441.759   MT  0.99994994   -1 10 55.7
 HB1634
 HB1634                          SUPERSEDED SURVEY CONTROL
 HB1634
 HB1634  NAD 83(1997)-  37 59 54.01229(N)    088 55 11.00961(W) AD(       ) 4
 HB1634  NAD 83(1986)-  37 59 54.01471(N)    088 55 11.01117(W) AD(       ) 4
 HB1634  NAD 27      -  37 59 53.83377(N)    088 55 10.76478(W) AD(       ) 3
 HB1634
 HB1634.Superseded values are not recommended for survey control.
 HB1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1634.See file dsdata.txt to determine how the superseded data were derived.
 HB1634
 HB1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3144207369(NAD 83)
 HB1634_MARKER: 53 = ELEVATED TANK
 HB1634
 HB1634  HISTORY     - Date     Condition        Report By
 HB1634  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1634
 HB1634                          STATION DESCRIPTION
 HB1634
 HB1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1634'THE STATION IS THE FINIAL AT THE APEX OF THE TANK. THE TANK IS
 HB1634'SUPPORTED BY FOUR STEEL LEGS. THE SUPPORTING STRUCTURE
 HB1634'AND THE TANK ARE SILVER COLORED WITH THE LEGEND BENTON PAINTED IN
 HB1634'BLACK LETTERS ON THE WEST SIDE. THE OVERALL HEIGHT IS ABOUT
 HB1634'90 FEET. IT IS LOCATED IN THE NORTHEAST SECTION OF BENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0616 ***********************************************************************
 NG0616  DESIGNATION -  BENTON RESET
 NG0616  PID         -  NG0616
 NG0616  STATE/COUNTY-  IL/LAKE
 NG0616  USGS QUAD   -  WADSWORTH (1993)
 NG0616
 NG0616                         *CURRENT SURVEY CONTROL
 NG0616  ___________________________________________________________________
 NG0616* NAD 83(1997)-  42 29 02.84622(N)    087 52 43.77112(W)     ADJUSTED  
 NG0616* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 NG0616  ___________________________________________________________________
 NG0616  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 NG0616  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 NG0616
 NG0616  HORZ ORDER  -  FIRST
 NG0616
 NG0616.The horizontal coordinates were established by classical geodetic methods
 NG0616.and adjusted by the National Geodetic Survey in October 1999..
 NG0616
 NG0616.The orthometric height was scaled from a topographic map.
 NG0616
 NG0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0616
 NG0616.The geoid height was determined by GEOID03.
 NG0616
 NG0616;                    North         East     Units Scale Factor Converg.
 NG0616;SPC IL E     -   645,976.883   337,368.661   MT  0.99999217   +0 18 25.1
 NG0616;SPC IL E     - 2,119,342.49  1,106,850.35   sFT  0.99999217   +0 18 25.1
 NG0616;SPC WI S     -    56,001.143   774,394.144   MT  1.00005956   +1 27 26.9
 NG0616;SPC WI S     -   183,730.42  2,540,658.12   sFT  1.00005956   +1 27 26.9
 NG0616;UTM  16      - 4,703,904.362   427,771.805   MT  0.99966419   -0 35 36.9
 NG0616
 NG0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0616!SPC IL E     -   0.99996841  x   0.99999217  =   0.99996058
 NG0616!SPC WI S     -   0.99996841  x   1.00005956  =   1.00002797
 NG0616!UTM  16      -   0.99996841  x   0.99966419  =   0.99963261
 NG0616
 NG0616:                Primary Azimuth Mark                     Grid Az
 NG0616:SPC IL E     -  KENOSHA WEST MUNICIPAL TANK              004 22 56.7
 NG0616:SPC WI S     -  KENOSHA WEST MUNICIPAL TANK              003 13 54.9
 NG0616:UTM  16      -  KENOSHA WEST MUNICIPAL TANK              005 16 58.7
 NG0616
 NG0616|---------------------------------------------------------------------|
 NG0616| PID    Reference Object                     Distance      Geod. Az  |
 NG0616|                                                           dddmmss.s |
 NG0616| NG0647 KENOSHA WEST MUNICIPAL TANK         APPROX.11.0 KM 0044121.8 |
 NG0616| NG0656 KENOSHA WILLOWBROOK SANITAR TK      APPROX.13.5 KM 0100625.3 |
 NG0616| NG0651 KENOSHA MC KINLEY SCH CHIMNEY       APPROX.11.3 KM 0124338.3 |
 NG0616| NG0652 KENOSHA NASH MOTORS CO TANK         APPROX.11.3 KM 0150608.8 |
 NG0616| NG0649 KENOSHA HOLY ROSARY POMPEII TR      APPROX.12.8 KM 0154425.8 |
 NG0616| NG0650 KENOSHA ST ANTHONYS CH SPIRE        APPROX.12.2 KM 0164528.5 |
 NG0616| NG0648 KENOSHA ALLEN A CO TANK             APPROX.11.3 KM 0165008.3 |
 NG0616| NG0654 KENOSHA COOPERS INC STACK           APPROX.11.4 KM 0172205.7 |
 NG0616| NG0655 KENOSHA EAST MUNICIPAL TANK         APPROX.11.9 KM 0184547.2 |
 NG0616| NG0653 KENOSHA HANNAHS MFG CO STACK        APPROX.12.4 KM 0201059.1 |
 NG0616| NG0644 KENOSHA AMERICAN BRASS CO STK       APPROX.11.1 KM 0213847.0 |
 NG0616| NG0645 KENOSHA CENTRAL HIGH SCH STACK      APPROX.11.9 KM 0222448.6 |
 NG0616| NG0622 RACINE REEF LIGHT                   APPROX.29.5 KM 0232121.9 |
 NG0616| NG0646 KENOSHA FIRST CONG CH SPIRE         APPROX.11.8 KM 0235902.7 |
 NG0616| NG0643 KENOSHA SIMMONS CO EAST STACK       APPROX.12.5 KM 0250606.2 |
 NG0616| CI9018 BENTON RM 1                           2.808 METERS 04032     |
 NG0616| CI9020 BENTON RM 3                          29.598 METERS 04337     |
 NG0616| CI9022 BENTON RS                            19.647 METERS 07018     |
 NG0616| NG0578 ZION MARSHALL FIELDS CO TANK        APPROX. 6.8 KM 1290537.5 |
 NG0616| NG0573 ZION HOME CUPOLA                    APPROX. 5.9 KM 1315157.3 |
 NG0616| CI9021 BENTON RM 4                          27.406 METERS 13236     |
 NG0616| NG0577 ZION RADIO STATION WCBD N MAST      APPROX. 5.2 KM 1350540.9 |
 NG0616| NG0575 ZION MUNICIPAL TANK                 APPROX. 6.0 KM 1351209.8 |
 NG0616| NG0576 ZION RADIO STATION WCBD S MAST      APPROX. 5.3 KM 1360429.8 |
 NG0616| CI9019 BENTON RM 2                          32.556 METERS 14500     |
 NG0616| NG0596 CHICAGO ST PAUL AIRWAY BCN 3        APPROX.17.3 KM 1773128.1 |
 NG0616| NG0607 WAUKEGAN RADIO STA WKRS S MAST      APPROX.14.9 KM 1805335.9 |
 NG0616| CI9017 BENTON AZ MK                                       1811842.4 |
 NG0616| NG0620 AIRPORT BCN WAUKEGAN AIRPORT        APPROX.10.0 KM 1821116.2 |
 NG0616| NG0618 CHICAGO ST PAUL AIRWAY BCN 4        APPROX. 0.8 KM 2160834.2 |
 NG0616| NH1052 VOLO NATL GAS CO RADIO MAST         APPROX.29.5 KM 2282247.7 |
 NG0616| NG0660 CHICAGO ST PAUL AWY BCN 5 C         APPROX.14.6 KM 3543738.3 |
 NG0616|---------------------------------------------------------------------|
 NG0616
 NG0616                          SUPERSEDED SURVEY CONTROL
 NG0616
 NG0616  NAD 83(1997)-  42 29 02.84604(N)    087 52 43.77136(W) AD(       ) 1
 NG0616  NAD 83(1997)-  42 29 02.84361(N)    087 52 43.77316(W) AD(       ) 1
 NG0616  NAD 83(1997)-  42 29 02.84233(N)    087 52 43.77478(W) AD(       ) 1
 NG0616  NAD 83(1986)-  42 29 02.84221(N)    087 52 43.79066(W) AD(       ) 1
 NG0616  NAD 27      -  42 29 02.76500(N)    087 52 43.51800(W) AD(       ) 1
 NG0616
 NG0616.Superseded values are not recommended for survey control.
 NG0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0616.See file dsdata.txt to determine how the superseded data were derived.
 NG0616
 NG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2777203904(NAD 83)
 NG0616_MARKER: V = STONE MONUMENT
 NG0616_SETTING: 0 = UNSPECIFIED SETTING
 NG0616
 NG0616  HISTORY     - Date     Condition        Report By
 NG0616  HISTORY     - 1873     MONUMENTED       USLS
 NG0616  HISTORY     - 1935     SEE DESCRIPTION  CGS
 NG0616  HISTORY     - 1954     GOOD             CGS
 NG0616  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NG0616  HISTORY     - 1971     GOOD             ILHD
 NG0616  HISTORY     - 19970502 GOOD             USPSQD
 NG0616
 NG0616                          STATION DESCRIPTION
 NG0616
 NG0616'DESCRIBED BY US LAKE SURVEY 1873
 NG0616'THIS STATION IS SITUATED IN THE NORTHWEST QUARTER OF THE
 NG0616'NORTHWEST QUARTER
 NG0616'OF SECTION 7, BENTON TOWNSHIP, LAKE COUNTY,
 NG0616'ILLINOIS.  THE HEIGHT OF STATION
 NG0616'USED WAS 65 FEET.  THE GEODETIC
 NG0616'POINT IS MARKED BY A STONE OF THE USUAL FORM, SET
 NG0616'SO THAT ITS
 NG0616'UPPER END IS ABOUT 2-1/2 FEET BELOW THE SURFACE OF THE GROUND.
 NG0616'DIRECTLY ABOVE
 NG0616'THE LATTER IS SET ANOTHER STONE RISING 3 OR 4
 NG0616'INCHES ABOVE THE GROUND.  A
 NG0616'REFERENCE-STONE BEARS SOUTH 13 DEG 04 MIN
 NG0616'WEST, AND IS 565.9 METERS DISTANT FROM THE
 NG0616'GEODETIC POINT.
 NG0616'ANOTHER REFERENCE-STONE BEARS NORTH 68 DEG 59 MIN EAST, AND
 NG0616'IS 19.65 METERS
 NG0616'DISTANT FROM THE GEODETIC POINT.  HEIGHT OF GROUND AT
 NG0616'STATION, 212.6 FEET.
 NG0616
 NG0616                          STATION RECOVERY (1935)
 NG0616
 NG0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0616'STATION WAS RECOVERED AND STATION MARKS REPLACED BY NEW ONES.
 NG0616'THE REFERENCE
 NG0616'STONE EAST OF THE STATION WAS RECOVERED BUT IS APPARENTLY
 NG0616'NOT IN ORIGINAL POSITION.  THE
 NG0616'DIRECTION TO THIS STONE
 NG0616'FAILED TO CHECK BY S 01 DEG 19 MIN W.  THE REFERENCE
 NG0616'STONE SOUTH OF THE
 NG0616'STATION WAS NOT RECOVERED.  TWO REFERENCE MARKS AND AN AZIMUTH
 NG0616'MARK WERE SET.
 NG0616'
 NG0616'THIS STATION IS ABOUT 3 MILES NORTHWEST OF ZION, ON LAND
 NG0616'OWNED BY MR.
 NG0616'FARMAN, IN THE NORTHWEST QUARTER OF SEC. 7, T. 46
 NG0616'N., R. 12 E.  THE STATION MARK
 NG0616'IS AT HIGHEST POINT OF HILL IN
 NG0616'CULTIVATED FIELD, ABOUT 0.4 MILE NORTHWEST OF MR.
 NG0616'ENLOES HOUSE,
 NG0616'ABOUT 0.3 MILE EAST OF U.S. HIGHWAY 41, 0.35 MILE NORTH OF EAST-WEST
 NG0616'GRAVEL ROAD, 63
 NG0616'FEET WEST OF FENCE LINE BETWEEN CULTIVATED
 NG0616'FIELD AND WOODED PASTURE LAND
 NG0616'(LAND TO EAST OF THIS FENCE OWNED
 NG0616'BY MR. ENLOE).  THE SURFACE MARK IS 12 INCHES
 NG0616'UNDERGROUND.  THE
 NG0616'STATION MARKS ARE SET.
 NG0616'
 NG0616'STATION IS BEST REACHED FROM THE JUNCTION OF STATE HIGHWAY
 NG0616'50 AND U.S.
 NG0616'HIGHWAY 41, 3.0 MILES WEST OF KENOSHA, BY GOING
 NG0616'SOUTH ON U.S. HIGHWAY 41 FOR
 NG0616'5.1 MILES TO ILLINOIS-WISCONSIN
 NG0616'STATE LINE, CONTINUE SOUTH ON U.S. HIGHWAY 41
 NG0616'FOR 1.0 MILE TO
 NG0616'CROSSROADS, THENCE EAST ON GRAVEL ROAD 0.45 MILE TO HOUSE OF
 NG0616'MR. ENLOE, GO
 NG0616'NORTH THROUGH BARNLOT AND FOLLOW LANE NORTH FROM
 NG0616'BARN, 0.25 MILE TO END OF LANE
 NG0616'AND END OF TRUCK TRAVEL.  FROM THIS
 NG0616'POINT GO NORTHWEST 0.2 MILE TOWARDS HIGHEST POINT
 NG0616'OF HILL AND
 NG0616'STATION.
 NG0616'
 NG0616'REFERENCE MARK NO. 1 1935 IS NORTHEAST OF THE STATION, 2
 NG0616'FEET WEST OF
 NG0616'PROPERTY FENCE LINE.  THE MARK PROJECTS 3 INCHES AND
 NG0616'IS SET.
 NG0616'
 NG0616'REFERENCE MARK NO. 2 1935 IS SOUTHEAST OF THE STATION, 2 FEET
 NG0616'WEST OF PROPERTY
 NG0616'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND IS
 NG0616'SET.  THE
 NG0616'DISTANCE BETWEEN THE REFERENCE
 NG0616'MARKS IS 157.55 FEET.
 NG0616'
 NG0616'REFERENCE STONE 1873 IS EAST-NORTHEAST OF THE STATION IN
 NG0616'PROPERTY FENCE
 NG0616'LINE, 109.16 FEET NORTH OF REFERENCE MARK NO. 2,
 NG0616'48.31 FEET SOUTH OF REFERENCE
 NG0616'MARK NO. 1.  THE MARK IS A 6- BY
 NG0616'6-INCH SQUARE CONCRETE POST WITH U.S. AND A
 NG0616'DRILL HOLE CUT IN
 NG0616'TOP.  THE MARK PROJECTS 3 INCHES.
 NG0616'
 NG0616'AZIMUTH MARK 1935 IS SOUTH OF THE STATION AT NORTH SIDE OF
 NG0616'FIRST EAST-WEST
 NG0616'GRAVEL ROAD SOUTH OF THE STATION, AT SOUTH EDGE
 NG0616'OF CULTIVATED FIELD, 0.3 MILE EAST
 NG0616'OF U.S. HIGHWAY 41, 90 FEET
 NG0616'WEST OF FENCE CORNER AT SOUTHEAST CORNER OF FIELD, 30
 NG0616'FEET NORTH OF
 NG0616'CENTER LINE OF GRAVEL ROAD, 1 FOOT NORTH OF FENCE LINE, 10
 NG0616'FEET WEST-NORTHWEST
 NG0616'OF TELEPHONE POLE.  THE MARK PROJECTS 4
 NG0616'INCHES AND IS SET.
 NG0616'
 NG0616'A 100-FOOT SIGNAL AT ZION AND AN 87-FOOT SIGNAL AT WISCOILL
 NG0616'ARE VISIBLE AT 37
 NG0616'FEET.  A 100-FOOT SIGNAL AT WAUKEGAN AND
 NG0616'SOMERS 1873-1935 IS VISIBLE AT 20
 NG0616'FEET.  A 100-FOOT SIGNAL AT
 NG0616'SPAULDING AND BRISTOL R.M. 1873-1935 IS VISIBLE AT
 NG0616'THE GROUND.
 NG0616'A 100-FOOT SIGNAL AT ANTIOCH 2 AND ROOSEVELT IS VISIBLE AT 50
 NG0616'FEET.
 NG0616
 NG0616                          STATION RECOVERY (1954)
 NG0616
 NG0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0616'STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1935.  THE STATION
 NG0616'MARK AND AZIMUTH MARK WERE FOUND
 NG0616'IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND
 NG0616'DESTROYED.  THE DISTANCE AND DIRECTION
 NG0616'TO THE AZIMUTH MARK CHECKED.  THE STATION MARK IS NOW 68 FEET
 NG0616'WEST OF THE FENCE LINE.  TWO NEW REFERENCE
 NG0616'MARKS WERE ESTABLISHED.
 NG0616'
 NG0616'REFERENCE MARK NO. 3 IS IN THE FENCE LINE, 97.10 FEET NORTHEAST OF
 NG0616'THE STATION.  THE MARK IS FLUSH
 NG0616'AND THE DISK IS STAMPED BENTON NO 3 1873 1935.
 NG0616'
 NG0616'REFERENCE MARK NO. 4 IS IN THE FENCE LINE, 89.92 FEET SOUTHEAST OF
 NG0616'THE STATION.  THE MARK IS FLUSH
 NG0616'AND THE DISK IS STAMPED BENTON NO 4 1873 1935.
 NG0616'
 NG0616'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 11 FEET
 NG0616'NORTHWEST OF A TELEPHONE POLE
 NG0616'AND 1 FOOT NORTH OF FENCE AND WHITE WITNESS POST.  THE MARK PROJECTS
 NG0616'ABOUT 4 INCHES AND THE DISK IS STAMPED
 NG0616'BENTON 1935.
 NG0616'
 NG0616'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 176 AND 131,
 NG0616'ABOUT 3 MILES WEST OF ZION, GO
 NG0616'NORTH ON HIGHWAY 131 FOR 1.0 MILE TO A GRAVEL CROSSROAD.  TURN RIGHT
 NG0616'AND GO EAST ON GRAVEL ROAD FOR 0.2
 NG0616'MILE TO A DRIVEWAY LEFT.* TURN LEFT AND GO NORTH ON DRIVEWAY
 NG0616'PAST EAST SIDE OF BARN FOR 0.1 MILE TO GATE INTO
 NG0616'FIELD.  GO THROUGH GATE AND NORTHEAST
 NG0616'ACROSS FIELD TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 NG0616'
 NG0616'*TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY, CONTINUE EAST ON THE
 NG0616'GRAVEL ROAD FOR 0.05 MILE TO THE
 NG0616'MARK ON THE LEFT AS DESCRIBED.
 NG0616'
 NG0616'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NG0616
 NG0616                          STATION RECOVERY (1971)
 NG0616
 NG0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NG0616'THE STATION SITE IS NOW UNDER CULTIVATION AND THE PROPERTY OWNER
 NG0616'WAS NOT AT HOME
 NG0616'AND NO ATTEMPT WAS MADE TO VISIT THE STATION OR DO
 NG0616'ANY WORK.  THE AZIMUTH MARK WAS
 NG0616'FOUND WITH THE DISK GONE AND A NEW DISK
 NG0616'WAS SET IN THE HOLE AND A DESCRIPTION TO THE
 NG0616'AZIMUTH MARK FOLLOWS-
 NG0616'
 NG0616'AZIMUTH MARK IS 37 FEET EAST OF A POWER POLE, 7 FEET SOUTH OF
 NG0616'A FENCE, 32 FEET
 NG0616'NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST
 NG0616'OF A METAL WITNESS POST.  THE
 NG0616'MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 NG0616'STAMPED BENTON USLS 1873 1971.
 NG0616'
 NG0616'THE STATION WILL BE VISITED AT A LATER DATE AND THE STATION MARK
 NG0616'LOWERED SINCE IT
 NG0616'WAS REPORTED TO BE TOO NEAR THE TOP OF THE GROUND AND
 NG0616'IN DANGER OF BEING HIT BY A PLOW.
 NG0616'
 NG0616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 NG0616'NORTHWEST OF ZION
 NG0616
 NG0616                          STATION RECOVERY (1971)
 NG0616
 NG0616'RECOVERY NOTE BY IL HIGHWAY DEPT 1971 (FAW)
 NG0616'BENTON (USLS) 1873, 1935 FOUND IN GOOD CONDITION.
 NG0616'BENTON NO. 3 1873
 NG0616'1935 FOUND IN GOOD CONDITION.
 NG0616'BENTON NO. 4 1873, 1935 FOUND IN
 NG0616'GOOD CONDITION.
 NG0616'AZ MARK FOUND, DISK IS MISSING FROM MONUMENT.
 NG0616'
 NG0616'BENTON (USLS) 1873, 1935 SHOULD BE BURIED DEEPER DUE TO FARMERS PLOW
 NG0616'JUST MISSING TOP OF MONUMENT.
 NG0616'A CHISEL PLOW WILL HIT IT.
 NG0616'
 NG0616'AZ MARK WAS CHECKED FOR DIRECTION WITH BOTH REFERENCE MARKS.  (HOLE
 NG0616'LEFT BY DISK WAS USED
 NG0616'AND DID CHECK)
 NG0616'
 NG0616'NEW TIES FOR AZ MARK- 33 DEG N. FROM CENTERLINE OF ROAD, 7 DEG S.
 NG0616'FROM FENCE, 36 DEG
 NG0616'EASTERLY FROM P.P., AND 93 DEG 5 MIN WESTERLY FROM FENCE CORNER.
 NG0616'
 NG0616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- THREE MILES
 NG0616'NORTHWEST FROM ZION
 NG0616
 NG0616                          STATION RECOVERY (1997)
 NG0616
 NG0616'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0339 ***********************************************************************
 JB0339  DESIGNATION -  BENTON RM 1
 JB0339  PID         -  JB0339
 JB0339  STATE/COUNTY-  IL/FRANKLIN
 JB0339  USGS QUAD   -  REND LAKE DAM (1975)
 JB0339
 JB0339                         *CURRENT SURVEY CONTROL
 JB0339  ___________________________________________________________________
 JB0339* NAD 83(1986)-  38 02 02.     (N)    088 55 19.     (W)     SCALED    
 JB0339* NAVD 88     -       132.771  (meters)     435.60   (feet)  ADJUSTED  
 JB0339  ___________________________________________________________________
 JB0339  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 JB0339  DYNAMIC HT  -         132.683 (meters)     435.31  (feet)  COMP
 JB0339  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 JB0339
 JB0339  VERT ORDER  -  SECOND    CLASS 0
 JB0339
 JB0339.The horizontal coordinates were scaled from a topographic map and have
 JB0339.an estimated accuracy of +/- 6 seconds.
 JB0339
 JB0339.The orthometric height was determined by differential leveling
 JB0339.and adjusted by the National Geodetic Survey in June 1991..
 JB0339
 JB0339.The geoid height was determined by GEOID03.
 JB0339
 JB0339.The dynamic height is computed by dividing the NAVD 88
 JB0339.geopotential number by the normal gravity value computed on the
 JB0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0339.degrees latitude (g = 980.6199 gals.).
 JB0339
 JB0339.The modeled gravity was interpolated from observed gravity values.
 JB0339
 JB0339;                    North         East    Units  Estimated Accuracy
 JB0339;SPC IL E     -   151,900.      248,330.      MT  (+/- 180 meters Scaled)
 JB0339
 JB0339                          SUPERSEDED SURVEY CONTROL
 JB0339
 JB0339  NGVD 29 (??/??/92)  132.862  (m)          435.90   (f) ADJ UNCH    2 0
 JB0339
 JB0339.Superseded values are not recommended for survey control.
 JB0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0339.See file dsdata.txt to determine how the superseded data were derived.
 JB0339
 JB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH313113(NAD 83)
 JB0339_MARKER: DR = REFERENCE MARK DISK
 JB0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0339_STAMPING: BENTON NO 1 1960
 JB0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0339+STABILITY: SURFACE MOTION
 JB0339
 JB0339  HISTORY     - Date     Condition        Report By
 JB0339  HISTORY     - 1960     MONUMENTED       CGS
 JB0339  HISTORY     - 1973     GOOD             NGS
 JB0339
 JB0339                          STATION DESCRIPTION
 JB0339
 JB0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0339'2.7 MI N FROM BENTON.
 JB0339'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0339'HOUSE AT BENTON, THENCE GO EAST ON A GRAVEL ROAD AT A WHITE GATE
 JB0339'JUST NORTH OF THE SOUTHERN ILLINOIS FORESTRY HEADQUARTERS
 JB0339'BUILDING FOR 0.05 MILES TO THE FIRE TOWER AND A DRIVE THROUGH
 JB0339'STORAGE BUILDING, THENCE ABOUT 35 YARDS NORTH ALONG DIRT ROAD TO
 JB0339'A T-ROAD JUNCTION, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JB0339'31 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 26 FEET
 JB0339'EAST OF THE EXTENDED CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 JB0339'FENCE, 97.2 FEET NORTHEAST OF TRIANGULATION STATION BENTON, 99.9
 JB0339'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB0339'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0339
 JB0339                          STATION RECOVERY (1973)
 JB0339
 JB0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0338 ***********************************************************************
 JB0338  DESIGNATION -  BENTON RM 2
 JB0338  PID         -  JB0338
 JB0338  STATE/COUNTY-  IL/FRANKLIN
 JB0338  USGS QUAD   -  REND LAKE DAM (1975)
 JB0338
 JB0338                         *CURRENT SURVEY CONTROL
 JB0338  ___________________________________________________________________
 JB0338* NAD 83(1986)-  38 02 02.     (N)    088 55 19.     (W)     SCALED    
 JB0338* NAVD 88     -       134.005  (meters)     439.65   (feet)  ADJUSTED  
 JB0338  ___________________________________________________________________
 JB0338  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 JB0338  DYNAMIC HT  -         133.915 (meters)     439.35  (feet)  COMP
 JB0338  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 JB0338
 JB0338  VERT ORDER  -  SECOND    CLASS 0
 JB0338
 JB0338.The horizontal coordinates were scaled from a topographic map and have
 JB0338.an estimated accuracy of +/- 6 seconds.
 JB0338
 JB0338.The orthometric height was determined by differential leveling
 JB0338.and adjusted by the National Geodetic Survey in June 1991..
 JB0338
 JB0338.The geoid height was determined by GEOID03.
 JB0338
 JB0338.The dynamic height is computed by dividing the NAVD 88
 JB0338.geopotential number by the normal gravity value computed on the
 JB0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0338.degrees latitude (g = 980.6199 gals.).
 JB0338
 JB0338.The modeled gravity was interpolated from observed gravity values.
 JB0338
 JB0338;                    North         East    Units  Estimated Accuracy
 JB0338;SPC IL E     -   151,900.      248,330.      MT  (+/- 180 meters Scaled)
 JB0338
 JB0338                          SUPERSEDED SURVEY CONTROL
 JB0338
 JB0338  NGVD 29 (??/??/92)  134.096  (m)          439.95   (f) ADJ UNCH    2 0
 JB0338
 JB0338.Superseded values are not recommended for survey control.
 JB0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0338.See file dsdata.txt to determine how the superseded data were derived.
 JB0338
 JB0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH313113(NAD 83)
 JB0338_MARKER: DR = REFERENCE MARK DISK
 JB0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0338_STAMPING: BENTON NO 2 1960
 JB0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0338+STABILITY: SURFACE MOTION
 JB0338
 JB0338  HISTORY     - Date     Condition        Report By
 JB0338  HISTORY     - 1960     MONUMENTED       CGS
 JB0338  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0338
 JB0338                          STATION DESCRIPTION
 JB0338
 JB0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0338'2.7 MI N FROM BENTON.
 JB0338'ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0338'HOUSE AT BENTON, THENCE GO EAST ALONG A GRAVEL ROAD AT A WHITE
 JB0338'GATE JUST NORTH OF THE SOUTHERN ILLINOIS FORESTRY HEADQUARTERS
 JB0338'BUILDING FOR 0.05 MILE TO THE FIRE TOWER AND A DRIVE THROUGH
 JB0338'STORAGE BUILDING, 14 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JB0338'THE STORAGE BUILDING, 14 FEET NORTHEAST OF THE NORTHEAST CORNER
 JB0338'OF THE STORAGE BUILDING, 36 FEET EAST OF THE CENTER LINE OF THE
 JB0338'ROAD, 106 FEET SOUTH OF THE T-ROAD JUNCTION, 77.3 FEET SOUTHEAST
 JB0338'OF TRIANGULATION STATION BENTON, 85.7 FEET SOUTHEAST OF A METAL
 JB0338'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JB0338'CONCRETE POST PROJECTING 2 INCHES.
 JB0338
 JB0338                          STATION RECOVERY (1973)
 JB0338
 JB0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0340 ***********************************************************************
 JB0340  DESIGNATION -  BENTON RM 3
 JB0340  PID         -  JB0340
 JB0340  STATE/COUNTY-  IL/FRANKLIN
 JB0340  USGS QUAD   -  REND LAKE DAM (1975)
 JB0340
 JB0340                         *CURRENT SURVEY CONTROL
 JB0340  ___________________________________________________________________
 JB0340* NAD 83(1986)-  38 02 02.     (N)    088 55 19.     (W)     SCALED    
 JB0340* NAVD 88     -       134.25   (meters)     440.5    (feet)  RESET     
 JB0340  ___________________________________________________________________
 JB0340  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 JB0340
 JB0340  VERT ORDER  -  THIRD
 JB0340
 JB0340.The horizontal coordinates were scaled from a topographic map and have
 JB0340.an estimated accuracy of +/- 6 seconds.
 JB0340
 JB0340.The orthometric height was computed from unverified reset data.
 JB0340
 JB0340.The geoid height was determined by GEOID03.
 JB0340
 JB0340;                    North         East    Units  Estimated Accuracy
 JB0340;SPC IL E     -   151,900.      248,330.      MT  (+/- 180 meters Scaled)
 JB0340
 JB0340                          SUPERSEDED SURVEY CONTROL
 JB0340
 JB0340.No superseded survey control is available for this station.
 JB0340
 JB0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH313113(NAD 83)
 JB0340_MARKER: DR = REFERENCE MARK DISK
 JB0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0340_STAMPING: BENTON 1960 NO 3 1973
 JB0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0340+STABILITY: SURFACE MOTION
 JB0340
 JB0340  HISTORY     - Date     Condition        Report By
 JB0340  HISTORY     - 1973     MONUMENTED       NGS
 JB0340
 JB0340                          STATION DESCRIPTION
 JB0340
 JB0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0340'2.5 MI N FROM BENTON.
 JB0340'2.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 JB0340'BENTON, TO THE SOUTHERN ILLINOIS FORESTRY HEADQUARTERS BUILDING
 JB0340'ON THE LEFT AND A ROAD RIGHT JUST NORTH OF THE BUILDING, TURN
 JB0340'LEFT ON THE ROAD FOR 50 FEET TO A ROAD RIGHT, THENCE NORTH AND
 JB0340'WEST ON ROAD FOR 0.1 MILE TO FENCED AREA AND THE MARK, SET IN
 JB0340'A DRILL HOLE IN THE TOP AND SOUTHWEST END OF A CONCRETE APRON
 JB0340'ALONG THE WEST SIDE OF A LARGE METAL BUILDING, 55 FEET SOUTH OF
 JB0340'THE NORTHWEST CORNER OF THE BUILDING, 8 FEET NORTHWEST OF THE
 JB0340'SOUTHWEST CORNER OF THE BUILDING AND 24 FEET NORTHWEST OF A FENCE
 JB0340'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1749 ***********************************************************************
 JB1749  DESIGNATION -  BENTON SO ILL FORESTRY LOT
 JB1749  PID         -  JB1749
 JB1749  STATE/COUNTY-  IL/FRANKLIN
 JB1749  USGS QUAD   -  REND LAKE DAM (1975)
 JB1749
 JB1749                         *CURRENT SURVEY CONTROL
 JB1749  ___________________________________________________________________
 JB1749* NAD 83(1997)-  38 02 01.51849(N)    088 55 19.08089(W)     ADJUSTED  
 JB1749* NAVD 88     -                                                        
 JB1749  ___________________________________________________________________
 JB1749  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JB1749  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 JB1749
 JB1749  HORZ ORDER  -  THIRD
 JB1749
 JB1749.The horizontal coordinates were established by classical geodetic methods
 JB1749.and adjusted by the National Geodetic Survey in October 1999..
 JB1749
 JB1749
 JB1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1749
 JB1749.The geoid height was determined by GEOID03.
 JB1749
 JB1749;                    North         East     Units Scale Factor Converg.
 JB1749;SPC IL E     -   151,885.025   248,323.642   MT  1.00000788   -0 21 45.6
 JB1749;SPC IL E     -   498,309.45    814,708.48   sFT  1.00000788   -0 21 45.6
 JB1749;UTM  16      - 4,211,303.655   331,326.122   MT  0.99995042   -1 11 04.0
 JB1749
 JB1749                          SUPERSEDED SURVEY CONTROL
 JB1749
 JB1749  NAD 83(1997)-  38 02 01.52965(N)    088 55 19.08054(W) AD(       ) 4
 JB1749  NAD 83(1986)-  38 02 01.53154(N)    088 55 19.08211(W) AD(       ) 4
 JB1749  NAD 27      -  38 02 01.35302(N)    088 55 18.83220(W) AD(       ) 3
 JB1749
 JB1749.Superseded values are not recommended for survey control.
 JB1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1749.See file dsdata.txt to determine how the superseded data were derived.
 JB1749
 JB1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3132611304(NAD 83)
 JB1749_MARKER: 57 = LOOKOUT TOWER
 JB1749
 JB1749  HISTORY     - Date     Condition        Report By
 JB1749  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1749
 JB1749                          STATION DESCRIPTION
 JB1749
 JB1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1749'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF BENTON, ABOUT 0.1
 JB1749'MILE WEST OF STATE HIGHWAY
 JB1749'37 AND ABOUT 100 YARDS NORTHWEST OF THE MAIN OFFICE BUILDING.
 JB1749'
 JB1749'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURT HOUSE SQUARE IN
 JB1749'BENTON, GO NORTH ON STATE
 JB1749'HIGHWAY 37 FOR 2.5 MILES TO THE SOUTHERN ILLINOIS
 JB1749'FORESTRY HEADQUARTERS ON LEFT, TURN
 JB1749'LEFT AND FOLLOW DRIVEWAY AROUND
 JB1749'BUILDINGS TO THE STATION AS DESCRIBED.
 JB1749'
 JB1749'THE STATION IS A STANDARD 4 LEGGED STEEL FORESTRY TOWER WHICH IS 100
 JB1749'FEET HIGH.
 JB1749'
 JB1749'THE POINT INTERSECTED WAS THE TOP CENTER OF THE ENCLOSED OBSERVATION
 JB1749'CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1530 ***********************************************************************
 HB1530  DESIGNATION -  BENTON ZION EVAN CHURCH SPIRE
 HB1530  PID         -  HB1530
 HB1530  STATE/COUNTY-  IL/MASSAC
 HB1530  USGS QUAD   -  REEVESVILLE (1996)
 HB1530
 HB1530                         *CURRENT SURVEY CONTROL
 HB1530  ___________________________________________________________________
 HB1530* NAD 83(1997)-  37 15 47.29507(N)    088 42 38.73689(W)     ADJUSTED  
 HB1530* NAVD 88     -                                                        
 HB1530  ___________________________________________________________________
 HB1530  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HB1530  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HB1530
 HB1530  HORZ ORDER  -  THIRD
 HB1530
 HB1530.The horizontal coordinates were established by classical geodetic methods
 HB1530.and adjusted by the National Geodetic Survey in October 1999..
 HB1530
 HB1530
 HB1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1530
 HB1530.The geoid height was determined by GEOID03.
 HB1530
 HB1530;                    North         East     Units Scale Factor Converg.
 HB1530;SPC IL E     -    66,259.648   266,521.495   MT  0.99998880   -0 13 42.7
 HB1530;SPC IL E     -   217,386.86    874,412.60   sFT  0.99998880   -0 13 42.7
 HB1530;UTM  16      - 4,125,435.181   348,303.352   MT  0.99988347   -1 02 09.7
 HB1530
 HB1530                          SUPERSEDED SURVEY CONTROL
 HB1530
 HB1530  NAD 83(1997)-  37 15 47.30013(N)    088 42 38.73527(W) AD(       ) 4
 HB1530  NAD 83(1986)-  37 15 47.30551(N)    088 42 38.73879(W) AD(       ) 4
 HB1530  NAD 27      -  37 15 47.10948(N)    088 42 38.54306(W) AD(       ) 3
 HB1530
 HB1530.Superseded values are not recommended for survey control.
 HB1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1530.See file dsdata.txt to determine how the superseded data were derived.
 HB1530
 HB1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4830325435(NAD 83)
 HB1530_MARKER: 90 = CHURCH SPIRE
 HB1530
 HB1530  HISTORY     - Date     Condition        Report By
 HB1530  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1530
 HB1530                          STATION DESCRIPTION
 HB1530
 HB1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1530'THE STATION IS THE APEX OF THE SPIRE OF THE ZION EVANGELICAL CHURCH,
 HB1530'LOCATED ABOUT 0.3 MILE SOUTHWEST OF THE VILLAGE OF
 HB1530'BENTON.  THE CHURCH IS OF RED BRICK CONSTRUCTION. A WHITE BELFREY
 HB1530'SURMOUNTED BY A THIN GREY SPIRE IS OVER THE EAST OR MAIN
 HB1530'ENTRANCE OF THE CHURCH. THE TOP OF THE SPIRE IS ABOUT 60 FEET ABOVE
 HB1530'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1333 ***********************************************************************
 JB1333  DESIGNATION -  BERGER AZ MK
 JB1333  PID         -  JB1333
 JB1333  STATE/COUNTY-  IL/ST CLAIR
 JB1333  USGS QUAD   -  LEBANON (1991)
 JB1333
 JB1333                         *CURRENT SURVEY CONTROL
 JB1333  ___________________________________________________________________
 JB1333* NAD 83(1986)-  38 36 14.     (N)    089 45 27.     (W)     SCALED    
 JB1333* NAVD 88     -       148.809  (meters)     488.22   (feet)  ADJUSTED  
 JB1333  ___________________________________________________________________
 JB1333  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JB1333  DYNAMIC HT  -         148.717 (meters)     487.92  (feet)  COMP
 JB1333  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 JB1333
 JB1333  VERT ORDER  -  FIRST     CLASS II
 JB1333
 JB1333.The horizontal coordinates were scaled from a topographic map and have
 JB1333.an estimated accuracy of +/- 6 seconds.
 JB1333
 JB1333.The orthometric height was determined by differential leveling
 JB1333.and adjusted by the National Geodetic Survey in June 1991..
 JB1333
 JB1333.The geoid height was determined by GEOID03.
 JB1333
 JB1333.The dynamic height is computed by dividing the NAVD 88
 JB1333.geopotential number by the normal gravity value computed on the
 JB1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1333.degrees latitude (g = 980.6199 gals.).
 JB1333
 JB1333.The modeled gravity was interpolated from observed gravity values.
 JB1333
 JB1333;                    North         East    Units  Estimated Accuracy
 JB1333;SPC IL W     -   215,080.      735,640.      MT  (+/- 180 meters Scaled)
 JB1333
 JB1333                          SUPERSEDED SURVEY CONTROL
 JB1333
 JB1333  NGVD 29 (??/??/92)  148.92   (m)          488.6    (f) COMPUTED    1 2
 JB1333
 JB1333.Superseded values are not recommended for survey control.
 JB1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1333.See file dsdata.txt to determine how the superseded data were derived.
 JB1333
 JB1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH598764(NAD 83)
 JB1333_MARKER: DR = REFERENCE MARK DISK
 JB1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1333_STAMPING: BERGER AZIMUTH 1934
 JB1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1333+STABILITY: SURFACE MOTION
 JB1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JB1333+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 JB1333
 JB1333  HISTORY     - Date     Condition        Report By
 JB1333  HISTORY     - 1934     MONUMENTED       CGS
 JB1333  HISTORY     - 1969     GOOD             NGS
 JB1333  HISTORY     - 19960606 MARK NOT FOUND   NGS
 JB1333
 JB1333                          STATION DESCRIPTION
 JB1333
 JB1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1333'0.8 MI NW FROM SUMMERFIELD.
 JB1333'ABOUT 0.5 MILE NORTH ALONG MAIN STREET FROM THE CROSSING OF THE
 JB1333'BALTIMORE AND OHIO RAILROAD AT SUMMERFIELD, THENCE 0.3 MILE
 JB1333'WEST ALONG U.S. HIGHWAY 50, ABOUT 2.6 MILES EAST ALONG U.S.
 JB1333'HIGHWAY 50 FROM THE POST OFFICE AT LEBANON, ABOUT 0.15 MILE EAST
 JB1333'OF THE JUNCTION OF A DRIVEWAY LEADING NORTH TO A FARM HOUSE
 JB1333'AND LARGE SILO, 75 1/2 FEET EAST OF POWER LINE POLE, 30 FEET
 JB1333'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET WEST OF A
 JB1333'METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY
 JB1333'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 13 INCHES
 JB1333'ABOVE THE LEVEL OF THE GROUND.
 JB1333
 JB1333                          STATION RECOVERY (1996)
 JB1333
 JB1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 JB1333'MARK NOT FOUND, LIKELY DESTROYED OR BURIED DUE TO REGRADING THE SIDE
 JB1333'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1336 ***********************************************************************
 JB1336  DESIGNATION -  BERGER RESET
 JB1336  PID         -  JB1336
 JB1336  STATE/COUNTY-  IL/ST CLAIR
 JB1336  USGS QUAD   -  LEBANON (1991)
 JB1336
 JB1336                         *CURRENT SURVEY CONTROL
 JB1336  ___________________________________________________________________
 JB1336* NAD 83(1997)-  38 36 40.23853(N)    089 45 30.59366(W)     ADJUSTED  
 JB1336* NAVD 88     -       172.186  (meters)     564.91   (feet)  ADJUSTED  
 JB1336  ___________________________________________________________________
 JB1336  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 JB1336  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1336  DYNAMIC HT  -         172.080 (meters)     564.57  (feet)  COMP
 JB1336  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JB1336
 JB1336  HORZ ORDER  -  FIRST
 JB1336  VERT ORDER  -  FIRST     CLASS II
 JB1336
 JB1336.The horizontal coordinates were established by classical geodetic methods
 JB1336.and adjusted by the National Geodetic Survey in October 1999..
 JB1336
 JB1336.The orthometric height was determined by differential leveling
 JB1336.and adjusted by the National Geodetic Survey in July 2002..
 JB1336
 JB1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1336
 JB1336.The geoid height was determined by GEOID03.
 JB1336
 JB1336.The dynamic height is computed by dividing the NAVD 88
 JB1336.geopotential number by the normal gravity value computed on the
 JB1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1336.degrees latitude (g = 980.6199 gals.).
 JB1336
 JB1336.The modeled gravity was interpolated from observed gravity values.
 JB1336
 JB1336;                    North         East     Units Scale Factor Converg.
 JB1336;SPC IL W     -   215,886.949   735,548.839   MT  0.99995673   +0 15 17.0
 JB1336;SPC IL W     -   708,289.10  2,413,213.15   sFT  0.99995673   +0 15 17.0
 JB1336;UTM  16      - 4,277,239.583   259,814.280   MT  1.00031048   -1 43 20.0
 JB1336
 JB1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1336!SPC IL W     -   0.99997780  x   0.99995673  =   0.99993453
 JB1336!UTM  16      -   0.99997780  x   1.00031048  =   1.00028827
 JB1336
 JB1336|---------------------------------------------------------------------|
 JB1336| PID    Reference Object                     Distance      Geod. Az  |
 JB1336|                                                           dddmmss.s |
 JB1336| CI2995 BERGER RM 3                          87.847 METERS 01925     |
 JB1336| JB1960 HIGHLAND ELECTRIC CO STK            APPROX.15.8 KM 0234420.0 |
 JB1336| JB1959 HIGHLAND SCHOTT BREWING CO STK      APPROX.15.4 KM 0250136.3 |
 JB1336| JB1958 HIGHLAND HUG TRUCK CO STACK         APPROX.16.5 KM 0255824.5 |
 JB1336| JB1949 BREESE CONCRETE STACK               APPROX.19.5 KM 0811206.2 |
 JB1336| JB1953 BREESE CATHOLIC CHURCH SPIRE        APPROX.14.7 KM 0903857.0 |
 JB1336| JB1950 BREESE CATHOLIC CHURCH SPIRE        APPROX.20.0 KM 0903903.7 |
 JB1336| JB1954 TRENTON LUTHERAN CHURCH SPIRE       APPROX. 4.1 KM 0944056.2 |
 JB1336| JB1957 TRENTON WATER TANK                  APPROX. 6.5 KM 0960830.8 |
 JB1336| JB1952 HANOVER CATHOLIC CHURCH SPIRE       APPROX.20.3 KM 1081818.0 |
 JB1336| JB1951 DAMIANSVILLE CHURCH SPIRE           APPROX.16.3 KM 1333851.0 |
 JB1336| JB1956 NEW BADEN MUNICIPAL TANK            APPROX. 9.8 KM 1482706.2 |
 JB1336| JB1333 BERGER AZ MK                                       1793807.7 |
 JB1336| JB1989 SHILOH METHODIST CHURCH SPIRE       APPROX.13.5 KM 2444814.3 |
 JB1336| CI2993 BERGER RM 1                         266.646 METERS 24633     |
 JB1336| JB1990 OFALLON INDEP ENGINEER CO STK       APPROX.12.2 KM 2585644.9 |
 JB1336| JB1977 LEBANON MUNICIPAL TANK              APPROX. 4.4 KM 2595323.0 |
 JB1336| JB1983 OFALLON ST CLAIRS CATH CH           APPROX.13.7 KM 2601602.2 |
 JB1336| JB1979 LEBANON METHODIST CHURCH SPIRE      APPROX. 4.9 KM 2604852.9 |
 JB1336| JB1978 LEBANON COLLEGE CHAPEL SPIRE        APPROX. 5.0 KM 2640241.1 |
 JB1336| JB1992 COLLINSVILLE MUNICIPAL TANK         APPROX.20.9 KM 2880155.2 |
 JB1336| JB1997 COLLINSVILLE SMELTING CO N STK      APPROX.19.6 KM 2971413.7 |
 JB1336| JB1335 BERGER RM 2                          68.684 METERS 32143     |
 JB1336| CI2992 BERGER RM                                          32143     |
 JB1336| CI2994 BERGER RM 2 RESET                    87.847 METERS 32143     |
 JB1336|---------------------------------------------------------------------|
 JB1336
 JB1336                          SUPERSEDED SURVEY CONTROL
 JB1336
 JB1336  NAD 83(1986)-  38 36 40.25460(N)    089 45 30.58857(W) AD(       ) 1
 JB1336  NAD 27      -  38 36 40.08227(N)    089 45 30.24712(W) AD(       ) 1
 JB1336  NAVD 88 (06/15/91)  172.178  (m)          564.89   (f) UNKNOWN     1 2
 JB1336  NGVD 29 (??/??/92)  172.29   (m)          565.3    (f) COMPUTED    1 2
 JB1336
 JB1336.Superseded values are not recommended for survey control.
 JB1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1336.See file dsdata.txt to determine how the superseded data were derived.
 JB1336
 JB1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5981477240(NAD 83)
 JB1336_MARKER: DS = TRIANGULATION STATION DISK
 JB1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1336_STAMPING: BERGER 1881 1930
 JB1336_MARK LOGO: CGS   
 JB1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1336+STABILITY: SURFACE MOTION
 JB1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1336+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 JB1336
 JB1336  HISTORY     - Date     Condition        Report By
 JB1336  HISTORY     - 1881     MONUMENTED       CGS
 JB1336  HISTORY     - 1930     MARK NOT FOUND   CGS
 JB1336  HISTORY     - 1933     GOOD             CGS
 JB1336  HISTORY     - 1934     GOOD             CGS
 JB1336  HISTORY     - 1937     GOOD             CGS
 JB1336  HISTORY     - 1949     GOOD             NGS
 JB1336  HISTORY     - 1969     MARK NOT FOUND   CGS
 JB1336  HISTORY     - 1969     MARK NOT FOUND   NGS
 JB1336  HISTORY     - 1978     GOOD             NGS
 JB1336  HISTORY     - 19960606 GOOD             NGS
 JB1336
 JB1336                          STATION DESCRIPTION
 JB1336
 JB1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (GAF)
 JB1336'STATION IS LOCATED IN SUMMERFIELD TOWNSHIP, ABOUT 1 MILE NORTH OF THE
 JB1336'VILLAGE OF SUMMERFIELD AND
 JB1336'ABOUT 3 MILES EAST AND 0.5 MILE NORTH OF THE
 JB1336'VILLAGE OF LEBANON, NEAR THE
 JB1336'NORTHWEST CORNER OF THE NE 0.25 NW 0.25
 JB1336'NW 0.25 SEC 22, T 2 N, R 6W, ON LAND OWNED BY
 JB1336'DR A BERGER.  THE
 JB1336'STATION IS MARKED.  THE TWO REFERENCE MARKS
 JB1336'ARE ON THE NORTH
 JB1336'BOUNDARY OF SECTION 22 AS NEAR AS COULD BE DETERMINED,
 JB1336'ONE IN RANGE WITH THE EAST ROW
 JB1336'OF TREES IN DR BERGERS ORCHARD, 82.6
 JB1336'METERS FROM THE STATION, N 33 DEG 34 MIN W.
 JB1336'AND THE OTHER
 JB1336'124.5 METERS FROM THE STATION, N 56 DEG 59 MIN E.  OTHER
 JB1336'BEARINGS WERE
 JB1336'OBSERVED AS FOLLOWS- TREE AT SOUTHWEST CORNER OF DR
 JB1336'BERGERS ORCHARD, S 12 DEG 38 MIN W,
 JB1336'CHERRY TREE AT EAST END OF EIGHT ROW
 JB1336'FROM NORTH END OF ORCHARD, 49.6 METERS FROM THE
 JB1336'STATION, S 72 DEG 26 W,
 JB1336'SOUTH CHIMNEY OF J WHITTAKERS HOUSE, N 61 DEG 13 MIN E, AND
 JB1336'SOUTHWEST
 JB1336'SOUTHWEST CORNER OF WHITTAKERS LAND, N 64 DEG 37 MIN E.
 JB1336
 JB1336                          STATION RECOVERY (1930)
 JB1336
 JB1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (PAS)
 JB1336'ABOUT 1 MILE WEST OF NORTH OF VILLAGE OF SUMMERFIELD, AND 2.75 MILES
 JB1336'EAST-BY-NORTH OF
 JB1336'LEBANON, BOTH ON U S HIGHWAY 50.  BOTH REFERENCE
 JB1336'MARKS AND SUB-SURFACE MARK
 JB1336'RECOVERED AS DESCRIBED.  THE SURFACE MARK
 JB1336'IS LOST AND A NEW MARK WAS ESTABLISHED OVER
 JB1336'THE OLD SUB-SURFACE MARK,
 JB1336'AND ONE FOOT BELOW THE GROUND LEVEL.  LAND IS NOW OWNED BY
 JB1336'LOUIS J HAAS,
 JB1336'WHO LIVES 0.25 MILE SOUTH OF STATION.
 JB1336'
 JB1336'A NEW REFERENCE MARK, NO 2, WAS ESTABLISHED IN THE FENCE LINE
 JB1336'NORTHWEST OF THE
 JB1336'STATION AND NORTH OF A 16-INCH OAK TREE,
 JB1336'
 JB1336'WITNESS MARKS WERE ESTABLISHED AS FOLLOWS- TRIANGULAR BLAZE ON
 JB1336'16-INCH OAK TREE
 JB1336'NORTH 60 DEG WEST OF STATION, DISTANCE 54.40 METERS,
 JB1336'TRIANGULAR BLAZE ON 8-INCH
 JB1336'SASSAFRAS ABOUT NORTH OF STATION, DISTANCE
 JB1336'68.05 METERS.
 JB1336
 JB1336                          STATION RECOVERY (1933)
 JB1336
 JB1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 JB1336'RECOVERED AS DESCRIBED BY P A S 1930 AND MARKS FOUND IN GOOD
 JB1336'CONDITION.  ABOUT 1
 JB1336'MILE WEST OF NORTH OF VILLAGE OF SUMMERFIELD AND 2.75 MILES
 JB1336'EAST-BY-NORTH OF LEBANON,
 JB1336'BOTH ON U S HIGHWAY 50.  LAND OWNED BY
 JB1336'LOUIS J HAAS, WHO LIVES 0.25 MILE SOUTH OF STATION.
 JB1336'
 JB1336'TO REACH FROM LEBANON, FOLLOW U S HIGHWAY 50 EAST FOR 2.5 MILES TO
 JB1336'HAAS HOUSE ON
 JB1336'NORTH SIDE OF HIGHWAY, GO NORTH THROUGH FARM BUILDINGS
 JB1336'AND FOLLOW LANE ALONG FENCE LINE
 JB1336'NORTH FOR 0.4 MILE TO EAST-WEST
 JB1336'PASTURE FENCE, THEN EAST 0.1 MILE ALONG FENCE, THEN
 JB1336'NORTH 125 PACES
 JB1336'TO STATION AT HIGHEST POINT OF HILL.
 JB1336'
 JB1336'REFERENCE MARK NO 2 IS IN THE FENCE LINE NORTHWEST OF THE STATION AND
 JB1336'NORTH OF A 16-INCH OAK TREE.
 JB1336'
 JB1336'WITNESS MARKS ARE AS FOLLOWS- TRIANGULAR BLAZE ON 16-INCH OAK TREE
 JB1336'NORTH 60 DEG WEST
 JB1336'OF STATION, DISTANCE 54.4 METERS, TRIANGULAR-BLAZE
 JB1336'ON 8-INCH SASSAFRAS TREE ABOUT 68.05
 JB1336'METERS NORTH OF STATION.
 JB1336
 JB1336                          STATION RECOVERY (1934)
 JB1336
 JB1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JB1336'THE STATION WAS RECOVERED AND MARKS FOUND IN GOOD CONDITION.  THE
 JB1336'STATION IS 2.5
 JB1336'MILES NORTH OF EAST OF LEBANON, ON A PROMINENT HILL
 JB1336'OWNED BY LOUIS J HAAS WHO LIVES
 JB1336'0.6 MILE SOUTH-SOUTHWEST OF THE
 JB1336'STATION ON THE NORTH SIDE OF U S HIGHWAY 50, 179
 JB1336'FEET EAST-SOUTHEAST
 JB1336'OF A LONE OAK, BELOW THE SURFACE 12 INCHES.
 JB1336'THE MARK IS STAMPED BERGER-1881 AND 1930.
 JB1336'
 JB1336'TO REACH FROM LEBANON, GO EAST ON U S HIGHWAY 50 FOR 2.5 MILES TO MR
 JB1336'HAAS HOUSE ON THE NORTH SIDE
 JB1336'OF ROAD, GO NORTH THROUGH FARMYARD AND FIELD FOR
 JB1336'0.5 MILE TO FENCE LINE AND CLUMP OF
 JB1336'TREES TO THE WEST, THENCE 0.2
 JB1336'MILE NORTHEAST TO THE TOP OF HILL AND STATION.
 JB1336'
 JB1336'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION, 15 FEET NORTH
 JB1336'OF FENCE CORNER, 6
 JB1336'INCHES EAST OF FENCE LINE AND FLUSH WITH THE GROUND.
 JB1336'REFERENCE MARK NO 2
 JB1336'IS NORTH-NORTHWEST OF THE STATION IN FENCE LINE (ROW OF
 JB1336'TREES), ABOUT
 JB1336'MIDWAY BREAK IN TREES, 10 FEET WEST OF 8-INCH SASSAFRAS TREE AND
 JB1336'PROJECTS 3 INCHES.
 JB1336'THE DISTANCE BETWEEN THE REFERENCE MARKS
 JB1336'IS 847.80 FEET.
 JB1336'
 JB1336'AN AZIMUTH MARK WAS SET, WHICH IS SOUTH OF THE STATION, 30 FEET NORTH
 JB1336'OF THE CENTER LINE
 JB1336'OF U S HIGHWAY, 6 INCHES SOUTH OF FENCE LINE, 0.1
 JB1336'MILE EAST OF HAAS HOUSE, AND PROJECTS 14 INCHES.
 JB1336'
 JB1336'A 90-FOOT TOWER WAS USED AT BERGEN.  60-FOOT LIGHT STAND AT WEST BASE
 JB1336'IS VISIBLE FROM
 JB1336'GROUND.  100-FOOT LIGHT AT SHILOH IS VISIBLE FROM THE
 JB1336'GROUND.  100-FOOT LIGHT AT
 JB1336'COLLINSVILLE IS VISIBLE FROM THE GROUND.
 JB1336'87-FOOT LIGHT AT KEYSTONE IS VISIBLE AT 25
 JB1336'FEET.  113-FOOT LIGHT AT
 JB1336'GISLER IS VISIBLE AT 25 FEET.
 JB1336
 JB1336                          STATION RECOVERY (1937)
 JB1336
 JB1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JB1336'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY P A S 1930.
 JB1336
 JB1336                          STATION RECOVERY (1949)
 JB1336
 JB1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JB1336'3 MI NE FROM LEBANON.
 JB1336'2.5 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF THE
 JB1336'HIGHWAYS 43 AND 50 AT LEBANON, THENCE ABOUT 0.5 MILE
 JB1336'NORTH-NORTHEAST ALONG A DIM FARM ROAD, 285 FEET SOUTH-SOUTHWEST
 JB1336'OF A TRIANGLE BLAZE ON A 30-INCH FORKED HACKBERRY TREE THAT IS
 JB1336'IN A FENCE LINE, 179 FEET EAST-SOUTHEAST OF A LONE 28-INCH OAK
 JB1336'TREE, ON A PROMINENT HILL, SET IN THE TOP OF A CONCRETE POST
 JB1336'1.4 INCHES BELOW THE SURFACE OF THE GROUND.  NOTE-- MARK IS
 JB1336'PROBABLY STILL INTACT BUT LOCATED IN A BEAN FIELD THEREFORE NO
 JB1336'ATTEMPT WAS MADE TO DIG THE MARK UP.
 JB1336
 JB1336                          STATION RECOVERY (1969)
 JB1336
 JB1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 JB1336'THE STATION WAS SEARCHED FOR BUT DUE TO THE FACT THAT IT IS BELOW
 JB1336'THE GROUND LEVEL AND LOCATED IN A BEAN FIELD PERMISSION WAS NOT
 JB1336'GRANTED TO DIG THE MARK UP.  THE STATION IS PROBABLY STILL INTACT.
 JB1336'
 JB1336'REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED
 JB1336'AND IN GOOD CONDITION.  THE TO REACH AS IN HORIZONTAL QUAD 380894
 JB1336'STATION 1003 DATED FEB. 1959 BY CAS 1934 IS ADEQUATE FOR RECOVERY.
 JB1336
 JB1336                          STATION RECOVERY (1969)
 JB1336
 JB1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JB1336'MARK NOT FOUND.
 JB1336
 JB1336                          STATION RECOVERY (1978)
 JB1336
 JB1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JB1336'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JB1336'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT VISIBLE FROM THE
 JB1336'STATION DUE TO THE SLOPE OF HILL AT TRIPOD HEIGHT.  REFERENCE MARK
 JB1336'3 WAS ESTABLISHED AT THIS TIME.  REFERENCE MARKS 1 AND 2 COULD NOT
 JB1336'BE MEASURED DUE TO CROPS IN THE FIELD.  THE ANGLE AZIMUTH MARK TO
 JB1336'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 JB1336'
 JB1336'THE STATION IS LOCATED ABOUT 3 MILES EAST OF LEBANON, 1 MILE
 JB1336'NORTHWEST OF SUMMERFIELD AND ON LAND NOW OWNED BY MR. AMOS HAAS WHO
 JB1336'RESIDES ABOUT 1/2 MILE SOUTH OF THE STATION.  IT IS 71.8 FEET SOUTH
 JB1336'SOUTHWEST OF THE NORTHEAST LEG OF A TRANSMISSION TOWER, 46.5 FEET
 JB1336'SOUTH OF WEST LEG OF TOWER, 40.7 FEET SOUTHWEST OF THE SOUTHEAST
 JB1336'LEG OF TOWER, 49.8 FEET SOUTH OF SOUTHWEST CORNER OF A METAL
 JB1336'BUILDING, 37.2 FEET SOUTH OF A METAL WITNESS POST AND ON THE HIGHEST
 JB1336'PART OF THE HILL IN CULTIVATION.  THE MARK IS 12 INCHES
 JB1336'UNDERGROUND AND THE DISK STAMPED BERGER 1881 1930.
 JB1336'
 JB1336'REFERENCE MARK 1 IS 23 FEET SOUTH OF A 30 INCH TREE, 15 FEET WEST OF
 JB1336'FIELD ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK
 JB1336'PROJECTS 3 INCHES AND THE DISK STAMPED BERGER NO 1 1881 1930.
 JB1336'
 JB1336'REFERENCE MARK 2 IS 13 FEET EAST OF A 4 INCH WILD CHERRY TREE WITH
 JB1336'WITNESS SIGN ATTACHED AND 10 FEET WEST OF A TWIN TRUNK TREE.  THE
 JB1336'MARK PROJECTS 4 INCHES AND THE DISK STAMPED BERGER NO 2 1881 1930.
 JB1336'
 JB1336'REFERENCE MARK 3 IS 25 FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD
 JB1336'TO TOWER, 7 FEET SOUTH OF POWER POLE WITH TRANSFORMER AND 1 FOOT
 JB1336'WEST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 JB1336'STAMPED BERGER 1881 NO 3 1978.
 JB1336'
 JB1336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JB1336'HIGHWAY 4 AT THE EAST EDGE OF LEBANON, GO EAST ON HIGHWAY 50 FOR
 JB1336'2.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 JB1336'HIGHWAY FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 JB1336'PAVED ROAD FOR 0.55 MILE TO A GRAVELED ROAD LEFT.  TURN LEFT AND
 JB1336'GO WEST ON THE GRAVELED ROAD FOR 0.35 MILE TO A TALL MICRO WAVE
 JB1336'TOWER AND STATION AS DESCRIBED.
 JB1336'
 JB1336'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 JB1336'AND 1.3 FEET WEST OF A METAL WITNESS POST.  THE MARK PROJECTS 12
 JB1336'INCHES AND THE DISK STAMPED BERGER AZIMUTH 1934.
 JB1336'
 JB1336'RM 2 IS THE 1930 MEASUREMENT.
 JB1336'
 JB1336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 JB1336'LEBANON.
 JB1336'
 JB1336'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JB1336
 JB1336                          STATION RECOVERY (1996)
 JB1336
 JB1336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 JB1336'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1334 ***********************************************************************
 JB1334  DESIGNATION -  BERGER RM 1
 JB1334  PID         -  JB1334
 JB1334  STATE/COUNTY-  IL/ST CLAIR
 JB1334  USGS QUAD   -  LEBANON (1991)
 JB1334
 JB1334                         *CURRENT SURVEY CONTROL
 JB1334  ___________________________________________________________________
 JB1334* NAD 83(1986)-  38 36 40.     (N)    089 45 30.     (W)     SCALED    
 JB1334* NAVD 88     -       157.841  (meters)     517.85   (feet)  ADJUSTED  
 JB1334  ___________________________________________________________________
 JB1334  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1334  DYNAMIC HT  -         157.743 (meters)     517.53  (feet)  COMP
 JB1334  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JB1334
 JB1334  VERT ORDER  -  FIRST     CLASS II
 JB1334
 JB1334.The horizontal coordinates were scaled from a topographic map and have
 JB1334.an estimated accuracy of +/- 6 seconds.
 JB1334
 JB1334.The orthometric height was determined by differential leveling
 JB1334.and adjusted by the National Geodetic Survey in June 1991..
 JB1334
 JB1334.The geoid height was determined by GEOID03.
 JB1334
 JB1334.The dynamic height is computed by dividing the NAVD 88
 JB1334.geopotential number by the normal gravity value computed on the
 JB1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1334.degrees latitude (g = 980.6199 gals.).
 JB1334
 JB1334.The modeled gravity was interpolated from observed gravity values.
 JB1334
 JB1334;                    North         East    Units  Estimated Accuracy
 JB1334;SPC IL W     -   215,880.      735,560.      MT  (+/- 180 meters Scaled)
 JB1334
 JB1334                          SUPERSEDED SURVEY CONTROL
 JB1334
 JB1334  NGVD 29 (??/??/92)  157.95   (m)          518.2    (f) COMPUTED    1 2
 JB1334
 JB1334.Superseded values are not recommended for survey control.
 JB1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1334.See file dsdata.txt to determine how the superseded data were derived.
 JB1334
 JB1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH598772(NAD 83)
 JB1334_MARKER: DR = REFERENCE MARK DISK
 JB1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1334_STAMPING: BERGER NO 1 1881 1930
 JB1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1334+STABILITY: SURFACE MOTION
 JB1334
 JB1334  HISTORY     - Date     Condition        Report By
 JB1334  HISTORY     - 1930     MONUMENTED       CGS
 JB1334  HISTORY     - 1969     GOOD             NGS
 JB1334
 JB1334                          STATION DESCRIPTION
 JB1334
 JB1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1334'3 MI E FROM LEBANON.
 JB1334'ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JB1334'AT LEBANON, THENCE 0.5 MILE NORTH ALONG A FARM ROAD, IN A HEDGE
 JB1334'ROW BETWEEN TWO FIELDS, 24 FEET SOUTH OF A 36 INCH LONE WILD
 JB1334'CHERRY TREE, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 FEET
 JB1334'WEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 JB1334'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 JB1334'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1335 ***********************************************************************
 JB1335  DESIGNATION -  BERGER RM 2
 JB1335  PID         -  JB1335
 JB1335  STATE/COUNTY-  IL/ST CLAIR
 JB1335  USGS QUAD   -  LEBANON (1991)
 JB1335
 JB1335                         *CURRENT SURVEY CONTROL
 JB1335  ___________________________________________________________________
 JB1335* NAD 83(1986)-  38 36 40.     (N)    089 45 30.     (W)     SCALED    
 JB1335* NAVD 88     -       167.061  (meters)     548.10   (feet)  ADJUSTED  
 JB1335  ___________________________________________________________________
 JB1335  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1335  DYNAMIC HT  -         166.957 (meters)     547.76  (feet)  COMP
 JB1335  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 JB1335
 JB1335  VERT ORDER  -  FIRST     CLASS II
 JB1335
 JB1335.The horizontal coordinates were scaled from a topographic map and have
 JB1335.an estimated accuracy of +/- 6 seconds.
 JB1335
 JB1335.The orthometric height was determined by differential leveling
 JB1335.and adjusted by the National Geodetic Survey in July 2002..
 JB1335
 JB1335.The geoid height was determined by GEOID03.
 JB1335
 JB1335.The dynamic height is computed by dividing the NAVD 88
 JB1335.geopotential number by the normal gravity value computed on the
 JB1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1335.degrees latitude (g = 980.6199 gals.).
 JB1335
 JB1335.The modeled gravity was interpolated from observed gravity values.
 JB1335
 JB1335;                    North         East    Units  Estimated Accuracy
 JB1335;SPC IL W     -   215,880.      735,560.      MT  (+/- 180 meters Scaled)
 JB1335
 JB1335                          SUPERSEDED SURVEY CONTROL
 JB1335
 JB1335  NAVD 88 (06/15/91)  167.053  (m)          548.07   (f) UNKNOWN     1 2
 JB1335  NGVD 29 (??/??/92)  167.16   (m)          548.4    (f) COMPUTED    1 2
 JB1335
 JB1335.Superseded values are not recommended for survey control.
 JB1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1335.See file dsdata.txt to determine how the superseded data were derived.
 JB1335
 JB1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH598772(NAD 83)
 JB1335_MARKER: DR = REFERENCE MARK DISK
 JB1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1335_STAMPING: BERGER NO 2 1881 1930
 JB1335_MARK LOGO: CGS   
 JB1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1335+STABILITY: SURFACE MOTION
 JB1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JB1335+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 JB1335
 JB1335  HISTORY     - Date     Condition        Report By
 JB1335  HISTORY     - 1930     MONUMENTED       CGS
 JB1335  HISTORY     - 1969     GOOD             NGS
 JB1335  HISTORY     - 19960606 GOOD             NGS
 JB1335
 JB1335                          STATION DESCRIPTION
 JB1335
 JB1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1335'3.2 MI E FROM LEBANON.
 JB1335'ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE
 JB1335'AT LEBANON, THENCE 0.6 MILE NORTH ALONG A FARM ROAD, THENCE
 JB1335'0.1 MILE NORTH ALONG A FENCE LINE, ON THE NORTHWEST SLOPE OF A
 JB1335'HILL, 145 FEET NORTHWEST OF A LONE 48 INCH OAK TREE WHICH IS
 JB1335'LOCATED IN A CULTIVATED FIELD, 119 1/2 FEET WEST OF A 12 INCH
 JB1335'HACKBERRY TREE IN FENCE LINE, 8 1/2 FEET WEST OF THE EAST ONE
 JB1335'OF 4 SASSAFRAS TREES, UNDER THE FENCE LINE AND SET IN THE TOP OF
 JB1335'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 JB1335'GROUND.
 JB1335
 JB1335                          STATION RECOVERY (1996)
 JB1335
 JB1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 JB1335'FROM THE POST OFFICE IN SUMMERFIELD, IL, PROCEED NORTH ON MAIN
 JB1335'STREET/COUNTY R40 0.8 MILES (1.3 KM) CROSSING OLD ROUTE 50 AND PASSING
 JB1335'UNDERNEATH NEW HWY 50 TO A GATE AND GRAVEL ROAD LEFT. PROCEED WEST
 JB1335'THROUGH THE GATE 0.3 MILES (0.5 KM) UP THE GRAVEL ROAD TO A MICROWAVE
 JB1335'TOWER AND THE STATION ON THE RIGHT.  THE STATION IS ON THE NORTH WEST
 JB1335'SLOPE OF BERGER HILL, ALONG AN OLD EAST-WEST FENCE LINE INSIDE A ROW
 JB1335'OF TREES AND SHRUBS, NEAR THE NORTH WEST EDGE OF A CIRCLE OF USACE
 JB1335'CARSONITE WITNESS POSTS DELINEATING THE LIMITS OF AN ANTENNA GROUND
 JB1335'PLANE, AND 16.5 FT (5.0 M) WEST OF A SPLIT FORK TREE WITH WITNESS POST
 JB1335'ATTACHED.  THE MARK IS SET INTO THE TOP OF A CONCRETE POST PROJECTING
 JB1335'3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3173 ***********************************************************************
 ME3173  DESIGNATION -  BERKELEY MUNICIPAL TANK
 ME3173  PID         -  ME3173
 ME3173  STATE/COUNTY-  IL/COOK
 ME3173  USGS QUAD   -  ELMHURST (1997)
 ME3173
 ME3173                         *CURRENT SURVEY CONTROL
 ME3173  ___________________________________________________________________
 ME3173* NAD 83(1997)-  41 52 59.23164(N)    087 54 58.24856(W)     ADJUSTED  
 ME3173* NAVD 88     -                                                        
 ME3173  ___________________________________________________________________
 ME3173  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 ME3173  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME3173
 ME3173  HORZ ORDER  -  THIRD
 ME3173
 ME3173.The horizontal coordinates were established by classical geodetic methods
 ME3173.and adjusted by the National Geodetic Survey in October 1999..
 ME3173
 ME3173
 ME3173.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3173
 ME3173.The geoid height was determined by GEOID03.
 ME3173
 ME3173;                    North         East     Units Scale Factor Converg.
 ME3173;SPC IL E     -   579,204.958   334,623.801   MT  0.99998975   +0 16 42.6
 ME3173;SPC IL E     - 1,900,274.93  1,097,844.92   sFT  0.99998975   +0 16 42.6
 ME3173;UTM  16      - 4,637,205.056   423,985.089   MT  0.99967110   -0 36 42.1
 ME3173
 ME3173                          SUPERSEDED SURVEY CONTROL
 ME3173
 ME3173  NAD 83(1997)-  41 52 59.23170(N)    087 54 58.24905(W) AD(       ) 4
 ME3173  NAD 83(1997)-  41 52 59.23351(N)    087 54 58.25907(W) AD(       ) 4
 ME3173  NAD 83(1986)-  41 52 59.23465(N)    087 54 58.25904(W) AD(       ) 4
 ME3173  NAD 27      -  41 52 59.12667(N)    087 54 58.03430(W) AD(       ) 3
 ME3173
 ME3173.Superseded values are not recommended for survey control.
 ME3173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3173.See file dsdata.txt to determine how the superseded data were derived.
 ME3173
 ME3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2398537205(NAD 83)
 ME3173_MARKER: 53 = ELEVATED TANK
 ME3173_SETTING: 0 = UNSPECIFIED SETTING
 ME3173
 ME3173  HISTORY     - Date     Condition        Report By
 ME3173  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3173  HISTORY     - 1979     GOOD             ALSTER
 ME3173  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME3173  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3173
 ME3173                          STATION DESCRIPTION
 ME3173
 ME3173'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3173'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 ME3173'LOCATED ON THE
 ME3173'NORTH SIDE OF THE RAILROAD TRACKS 200 FEET SOUTH OF MAPLE AVENUE AND
 ME3173'ABOUT 0.15 MILE WEST OF TAFT AVENUE IN
 ME3173'THE NORTHWEST SECTION OF BERKELEY.  IT IS A STEEL TANK
 ME3173'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS
 ME3173'PAINTED SILVER WITH THE NAME BERKELEY
 ME3173'PAINTED ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS.  THE HEIGHT
 ME3173'IS ABOUT 145 FEET.
 ME3173
 ME3173                          STATION RECOVERY (1979)
 ME3173
 ME3173'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1979 (JWM)
 ME3173'RECOVERED AS DESCRIBED.
 ME3173
 ME3173                          STATION RECOVERY (1987)
 ME3173
 ME3173'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3173'MARK NOT FOUND.
 ME3173
 ME3173                          STATION RECOVERY (1989)
 ME3173
 ME3173'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1396 ***********************************************************************
 KB1396  CBN         -  This is a Cooperative Base Network Control Station.
 KB1396  DESIGNATION -  BERRY
 KB1396  PID         -  KB1396
 KB1396  STATE/COUNTY-  IL/SANGAMON
 KB1396  USGS QUAD   -  EDINBURG (1982)
 KB1396
 KB1396                         *CURRENT SURVEY CONTROL
 KB1396  ___________________________________________________________________
 KB1396* NAD 83(1997)-  39 42 37.36183(N)    089 28 02.40999(W)     ADJUSTED  
 KB1396* NAVD 88     -       178.4    (meters)     585.     (feet)  GPS OBS   
 KB1396  ___________________________________________________________________
 KB1396  X           -      45,678.197 (meters)                     COMP
 KB1396  Y           -  -4,913,215.579 (meters)                     COMP
 KB1396  Z           -   4,053,392.902 (meters)                     COMP
 KB1396  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 KB1396  ELLIP HEIGHT-         146.09  (meters)          (10/15/04) GPS OBS
 KB1396  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1396
 KB1396  HORZ ORDER  -  B
 KB1396  ELLP ORDER  -  FOURTH    CLASS II
 KB1396
 KB1396.The horizontal coordinates were established by GPS observations
 KB1396.and adjusted by the National Geodetic Survey in July 1998..
 KB1396
 KB1396.The orthometric height was determined by GPS observations and a
 KB1396.high-resolution geoid model.
 KB1396
 KB1396.Photographs are available for this station.
 KB1396
 KB1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1396
 KB1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1396
 KB1396.The ellipsoidal height was determined by GPS observations
 KB1396.and is referenced to NAD 83.
 KB1396
 KB1396.The geoid height was determined by GEOID03.
 KB1396
 KB1396;                    North         East     Units Scale Factor Converg.
 KB1396;SPC IL W     -   338,066.279   759,966.815   MT  0.99998543   +0 26 48.6
 KB1396;SPC IL W     - 1,109,139.12  2,493,324.46   sFT  0.99998543   +0 26 48.6
 KB1396;SPC IL E     -   338,458.762   202,756.506   MT  1.00009138   -0 43 28.5
 KB1396;SPC IL E     - 1,110,426.79    665,210.30   sFT  1.00009138   -0 43 28.5
 KB1396;UTM  16      - 4,398,523.514   288,489.704   MT  1.00015080   -1 34 37.1
 KB1396
 KB1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1396!SPC IL W     -   0.99997708  x   0.99998543  =   0.99996251
 KB1396!SPC IL E     -   0.99997708  x   1.00009138  =   1.00006846
 KB1396!UTM  16      -   0.99997708  x   1.00015080  =   1.00012788
 KB1396
 KB1396:                Primary Azimuth Mark                     Grid Az
 KB1396:SPC IL W     -  BERRY AZ MK 1976                         126 24 29.7
 KB1396:SPC IL E     -  BERRY AZ MK 1976                         127 34 46.8
 KB1396:UTM  16      -  BERRY AZ MK 1976                         128 25 55.4
 KB1396
 KB1396|---------------------------------------------------------------------|
 KB1396| PID    Reference Object                     Distance      Geod. Az  |
 KB1396|                                                           dddmmss.s |
 KB1396| KB1394 BERRY AZ MK 1976                    APPROX. 1.0 KM 1265118.3 |
 KB1396| CI6713 BERRY RM 2                           25.088 METERS 12822     |
 KB1396| CI6712 BERRY RM 1                           25.079 METERS 35503     |
 KB1396|---------------------------------------------------------------------|
 KB1396
 KB1396                          SUPERSEDED SURVEY CONTROL
 KB1396
 KB1396  ELLIP H (07/17/98)  146.10   (m)                       GP(       ) 4 1
 KB1396  NAD 83(1986)-  39 42 37.37229(N)    089 28 02.39792(W) AD(       ) 1
 KB1396  NAD 27      -  39 42 37.19634(N)    089 28 02.07814(W) AD(       ) 1
 KB1396  NGVD 29 (07/19/86)  179.0    (m)          587.     (f) VERT ANG       
 KB1396
 KB1396.Superseded values are not recommended for survey control.
 KB1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1396.See file dsdata.txt to determine how the superseded data were derived.
 KB1396
 KB1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8849098524(NAD 83)
 KB1396_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1396_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1396_STAMPING: BERRY 1975
 KB1396_MARK LOGO: NGS   
 KB1396_PROJECTION: FLUSH
 KB1396_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1396+STABILITY: SURFACE MOTION
 KB1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1396+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2003
 KB1396
 KB1396  HISTORY     - Date     Condition        Report By
 KB1396  HISTORY     - 1975     MONUMENTED       NGS
 KB1396  HISTORY     - 19970326 GOOD             NGS
 KB1396  HISTORY     - 19980713 GOOD             ILDT
 KB1396  HISTORY     - 20020611 GOOD             NGS
 KB1396  HISTORY     - 20020702 GOOD             HANPRO
 KB1396  HISTORY     - 20030613 GOOD             WOOLPT
 KB1396
 KB1396                          STATION DESCRIPTION
 KB1396
 KB1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1396'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF ROCHESTER, 4.5
 KB1396'MILES NORTHWEST OF EDINBURG.  0.25 MILE SOUTHEAST OF THE RAMSEY
 KB1396'GRAIN COMPANY ELEVATOR AND ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 KB1396'
 KB1396'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON AVENUE AND
 KB1396'STATE HIGHWAY 29, ON THE EAST EDGE OF EDINBURG, GO NORTHWEST ON
 KB1396'STATE HIGHWAY 29 FOR 5.1 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 KB1396'CONTINUE NORTHWEST ON STATE HIGHWAY 29 FOR 0.6 MILE TO THE STATION
 KB1396'ON THE RIGHT.
 KB1396'
 KB1396'STATION MARKS ARE STANDARD DISKS STAMPED BERRY 1975.  THE SURFACE
 KB1396'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1396'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 85 FEET SOUTH OF THE
 KB1396'CENTER OF A PAVED ROAD, 82 FEET EAST OF THE CENTERLINE OF STATE
 KB1396'HIGHWAY 29 AND 35 FEET WEST OF A CULTIVATED FIELD.  THE
 KB1396'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 KB1396'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KB1396'
 KB1396'REFERENCE MARK 1, A STANDARD DISK STAMPED BERRY NO 1 1975, IS SET
 KB1396'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KB1396'WITH THE GROUND SURFACE.  IT IS 59 FEET SOUTH OF THE CENTER OF THE
 KB1396'PAVED ROAD AND 6 FEET NORTHWEST OF THE CULTIVATED FIELD.
 KB1396'
 KB1396'REFERENCE MARK 2, A STANDARD DISK STAMPED BERRY NO 2 1975, IS SET
 KB1396'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KB1396'WITH THE GROUND SURFACE.  IT IS 80 FEET SOUTHEAST OF THE CENTERLINE
 KB1396'OF STATE HIGHWAY 29 AND 5 FEET SOUTHWEST OF THE CULTIVATED FIELD.
 KB1396'
 KB1396'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BERRY AZ 1975,
 KB1396'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KB1396'FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET EAST OF THE
 KB1396'CENTERLINE OF STATE HIGHWAY 29, 2 FEET NORTHWEST OF A METAL WITNESS
 KB1396'POST AND 2 FEET SOUTHWEST OF A CONCRETE ROAD RIGHT-OF-WAY POST.
 KB1396'
 KB1396'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 KB1396
 KB1396                          STATION RECOVERY (1997)
 KB1396
 KB1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB1396'STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHEAST OF ROCHESTER AND
 KB1396'ABOUT 0.3 MI (0.5 KM) SOUTHEAST OF BERRY.  TO REACH FROM EXIT 96 OF
 KB1396'INTERSTATE HIGHWAY 55 ON THE EAST SIDE OF SPRINGFIELD, GO SOUTHEAST ON
 KB1396'STATE ROUTE 29 FOR 8.4 MI (13.5 KM) TO THE GRAIN ELEVATOR AT BERRY.
 KB1396'CONTINUE AHEAD FOR 0.3 MI (0.5 KM) TO A SIDE ROAD LEFT AND THE STATION
 KB1396'ON THE LEFT, 25.0 M (82.0 FT) NORTHEAST OF THE CENTER OF ROUTE 29,
 KB1396'25.9 M (85.0 FT) SOUTH OF THE CENTER OF THE SIDE ROAD, ABOUT 10 M
 KB1396'(32.8 FT) WEST OF THE EDGE OF A CULTIVATED FIELD, AND 0.5 M (1.6 FT)
 KB1396'WEST OF A FIBERGLASS WITNESS POST.
 KB1396
 KB1396                          STATION RECOVERY (1998)
 KB1396
 KB1396'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (GW)
 KB1396'RECOVERED AS DESCRIBED
 KB1396' 
 KB1396'
 KB1396
 KB1396                          STATION RECOVERY (2002)
 KB1396
 KB1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DSE)
 KB1396'RECOVERED IN GOOD CONDITION
 KB1396' 
 KB1396'
 KB1396
 KB1396                          STATION RECOVERY (2002)
 KB1396
 KB1396'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2002 (JAR)
 KB1396'RECOVERED IN GOOD CONDITION.
 KB1396
 KB1396                          STATION RECOVERY (2003)
 KB1396
 KB1396'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 KB1396'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KB1396'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1394 ***********************************************************************
 KB1394  DESIGNATION -  BERRY AZ MK 1976
 KB1394  PID         -  KB1394
 KB1394  STATE/COUNTY-  IL/SANGAMON
 KB1394  USGS QUAD   -  EDINBURG (1982)
 KB1394
 KB1394                         *CURRENT SURVEY CONTROL
 KB1394  ___________________________________________________________________
 KB1394* NAD 83(1997)-  39 42 17.95588(N)    089 27 28.89583(W)     ADJUSTED  
 KB1394* NAVD 88     -       179.4    (meters)     589.     (feet)  VERTCON   
 KB1394  ___________________________________________________________________
 KB1394  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KB1394  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KB1394
 KB1394  HORZ ORDER  -  SECOND
 KB1394
 KB1394.The horizontal coordinates were established by classical geodetic methods
 KB1394.and adjusted by the National Geodetic Survey in October 1999..
 KB1394
 KB1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1394
 KB1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1394
 KB1394.The geoid height was determined by GEOID03.
 KB1394
 KB1394;                    North         East     Units Scale Factor Converg.
 KB1394;SPC IL W     -   337,474.066   760,769.830   MT  0.99998663   +0 27 09.8
 KB1394;SPC IL W     - 1,107,196.16  2,495,959.02   sFT  0.99998663   +0 27 09.8
 KB1394;SPC IL E     -   337,850.194   203,547.330   MT  1.00008949   -0 43 06.8
 KB1394;SPC IL E     - 1,108,430.18    667,804.87   sFT  1.00008949   -0 43 06.8
 KB1394;UTM  16      - 4,397,903.213   289,271.433   MT  1.00014674   -1 34 15.1
 KB1394
 KB1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1394!SPC IL W     -   0.99997692  x   0.99998663  =   0.99996355
 KB1394!SPC IL E     -   0.99997692  x   1.00008949  =   1.00006641
 KB1394!UTM  16      -   0.99997692  x   1.00014674  =   1.00012366
 KB1394
 KB1394:                Primary Azimuth Mark                     Grid Az
 KB1394:SPC IL W     -  KINCAID EDISON CO STACK                  194 08 20.4
 KB1394:SPC IL E     -  KINCAID EDISON CO STACK                  195 18 37.0
 KB1394:UTM  16      -  KINCAID EDISON CO STACK                  196 09 45.3
 KB1394
 KB1394|---------------------------------------------------------------------|
 KB1394| PID    Reference Object                     Distance      Geod. Az  |
 KB1394|                                                           dddmmss.s |
 KB1394| KB1392 KINCAID EDISON CO STACK             APPROX.13.0 KM 1943530.2 |
 KB1394| KB1395 BERRY AZ MK A PT 1976                 9.203 METERS 27112     |
 KB1394| KB1396 BERRY                               APPROX. 1.0 KM 3065139.7 |
 KB1394|---------------------------------------------------------------------|
 KB1394
 KB1394                          SUPERSEDED SURVEY CONTROL
 KB1394
 KB1394  NAD 83(1986)-  39 42 17.96643(N)    089 27 28.88367(W) AD(       ) 2
 KB1394  NAD 27      -  39 42 17.79096(N)    089 27 28.56418(W) AD(       ) 2
 KB1394  NGVD 29 (07/19/86)  179.5    (m)          589.     (f) VERT ANG       
 KB1394
 KB1394.Superseded values are not recommended for survey control.
 KB1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1394.See file dsdata.txt to determine how the superseded data were derived.
 KB1394
 KB1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8927197903(NAD 83)
 KB1394_MARKER: DR = REFERENCE MARK DISK
 KB1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1394+STABILITY: SURFACE MOTION
 KB1394
 KB1394  HISTORY     - Date     Condition        Report By
 KB1394  HISTORY     - 1976     MONUMENTED       NGS
 KB1394
 KB1394                          STATION DESCRIPTION
 KB1394
 KB1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1394'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF ROCHESTER, 4.5
 KB1394'MILES NORTHWEST OF EDINBURG, 0.85 MILE SOUTHEAST OF THE RAMSEY
 KB1394'GRAIN COMPANY ELEVATOR AND ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 KB1394'
 KB1394'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BERRY AZ 1975,
 KB1394'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KB1394'FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET EAST OF THE
 KB1394'CENTERLINE OF STATE HIGHWAY 29, 2 FEET NORTHWEST OF A METAL WITNESS
 KB1394'POST AND 2 FEET SOUTHWEST OF A CONCRETE ROAD RIGHT-OF-WAY POST.
 KB1394'
 KB1394'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1394'STATION BERRY 1975.
 KB1394'
 KB1394'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BERRY,
 KB1394'DISTANCE BEING 997.788 METERS, SOUTHEAST OF THE TRIANGULATION
 KB1394'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0645 ***********************************************************************
 JB0645  DESIGNATION -  BETH
 JB0645  PID         -  JB0645
 JB0645  STATE/COUNTY-  IL/MARION
 JB0645  USGS QUAD   -  SALEM SOUTH (1978)
 JB0645
 JB0645                         *CURRENT SURVEY CONTROL
 JB0645  ___________________________________________________________________
 JB0645* NAD 83(1997)-  38 35 27.82042(N)    088 57 46.09018(W)     ADJUSTED  
 JB0645* NAVD 88     -       157.736  (meters)     517.51   (feet)  ADJUSTED  
 JB0645  ___________________________________________________________________
 JB0645  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JB0645  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JB0645  DYNAMIC HT  -         157.635 (meters)     517.17  (feet)  COMP
 JB0645  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JB0645
 JB0645  HORZ ORDER  -  SECOND
 JB0645  VERT ORDER  -  SECOND    CLASS 0
 JB0645
 JB0645.The horizontal coordinates were established by classical geodetic methods
 JB0645.and adjusted by the National Geodetic Survey in October 1999..
 JB0645
 JB0645.The orthometric height was determined by differential leveling
 JB0645.and adjusted by the National Geodetic Survey in June 1991..
 JB0645
 JB0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0645
 JB0645.The geoid height was determined by GEOID03.
 JB0645
 JB0645.The dynamic height is computed by dividing the NAVD 88
 JB0645.geopotential number by the normal gravity value computed on the
 JB0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0645.degrees latitude (g = 980.6199 gals.).
 JB0645
 JB0645.The modeled gravity was interpolated from observed gravity values.
 JB0645
 JB0645;                    North         East     Units Scale Factor Converg.
 JB0645;SPC IL E     -   213,770.145   245,159.960   MT  1.00001202   -0 23 33.5
 JB0645;SPC IL E     -   701,344.22    804,328.97   sFT  1.00001202   -0 23 33.5
 JB0645;UTM  16      - 4,273,224.593   329,055.969   MT  0.99995987   -1 13 28.6
 JB0645
 JB0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0645!SPC IL E     -   0.99998010  x   1.00001202  =   0.99999212
 JB0645!UTM  16      -   0.99998010  x   0.99995987  =   0.99993997
 JB0645
 JB0645|---------------------------------------------------------------------|
 JB0645| PID    Reference Object                     Distance      Geod. Az  |
 JB0645|                                                           dddmmss.s |
 JB0645| JB0644 BETH RM 1                            31.568 METERS 06128     |
 JB0645| JB0643 BETH AZ MK                                         0860507.3 |
 JB0645| JB0646 BETH RM 2                            18.686 METERS 32453     |
 JB0645| JB0650 CONE                                APPROX. 2.7 KM 3330835.9 |
 JB0645|---------------------------------------------------------------------|
 JB0645
 JB0645                          SUPERSEDED SURVEY CONTROL
 JB0645
 JB0645  NAD 83(1986)-  38 35 27.83566(N)    088 57 46.08676(W) AD(       ) 2
 JB0645  NAD 27      -  38 35 27.65757(N)    088 57 45.87088(W) AD(       ) 2
 JB0645  NGVD 29 (??/??/92)  157.845  (m)          517.86   (f) ADJ UNCH    2 0
 JB0645
 JB0645.Superseded values are not recommended for survey control.
 JB0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0645.See file dsdata.txt to determine how the superseded data were derived.
 JB0645
 JB0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2905673225(NAD 83)
 JB0645_MARKER: DE = TRAVERSE STATION DISK
 JB0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0645_STAMPING: BETH 1960
 JB0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0645+STABILITY: SURFACE MOTION
 JB0645
 JB0645  HISTORY     - Date     Condition        Report By
 JB0645  HISTORY     - 1960     MONUMENTED       CGS
 JB0645  HISTORY     - 1960     GOOD             CGS
 JB0645
 JB0645                          STATION DESCRIPTION
 JB0645
 JB0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0645'STATION IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF SALEM, ABOUT
 JB0645'1.25 MILES WEST OF STATE
 JB0645'ROUTE 37 AND ON THE SOUTH SIDE OF ROAD IN EDGE OF
 JB0645'TIMBER ABOUT 63 YARDS SOUTHEAST
 JB0645'OF A FARM HOUSE.
 JB0645'
 JB0645'TO REACH FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE ROUTE 37 IN
 JB0645'SALEM, GO WEST ON U S
 JB0645'HIGHWAY 50 FOR 1.65 MILES TO CROSSROAD, (JOHNNYS DRIVE
 JB0645'INN IN THE NORTHEAST ANGLE OF
 JB0645'INTERSECTION), TURN LEFT AND GO SOUTH
 JB0645'FOR 0.15 MILE TO RAILROAD CROSSING, CROSS
 JB0645'RAILROAD TRACK AND CONTINUE
 JB0645'SOUTH ON MAIN TRAVELED ROAD FOR 0.6 MILE TO ANOTHER RAILROAD
 JB0645'CROSSING,
 JB0645'CROSS TRACK AND CONTINUE SOUTH FOR 0.5 MILE TO A SIDE ROAD
 JB0645'LEFT, CONTINUE SOUTH ON MAIN
 JB0645'TRAVELED ROAD FOR 0.6 MILE TO A SIDE
 JB0645'ROAD RIGHT, CONTINUE SOUTH FOR 0.55 MILE TO A
 JB0645'SIDE ROAD LEFT, TURN
 JB0645'LEFT AND GO EAST FOR 1.05 MILE TO STATION ON RIGHT JUST AFTER
 JB0645'PASSING HOUSE ON LEFT.
 JB0645'
 JB0645'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BETH 1960, IS SET IN
 JB0645'TOP OF A 14 INCH SQUARE
 JB0645'CONCRETE POST WHICH IS SET 16 INCHES BELOW THE SURFACE OF
 JB0645'THE GROUND.  THE MARK IS 187.5
 JB0645'FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JB0645'OF THE FARM HOUSE, 29.5 FEET SOUTH OF THE CENTER
 JB0645'OF ROAD, 17.5 FEET
 JB0645'SOUTHEAST OF A LARGE TREE AND 11.3 FEET SOUTH OF THE WITNESS POST.
 JB0645'
 JB0645'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED BETH
 JB0645'NO 1 1960, IS SET IN TOP OF
 JB0645'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0645'5 INCHES.  THE MARK IS 100.5 FEET
 JB0645'NORTHEAST OF THE WITNESS POST, 19.5
 JB0645'FEET NORTH OF THE CENTER OF ROAD AND 18.5 FEET
 JB0645'SOUTHEAST OF A TRIPLE TRUNK TREE.
 JB0645'
 JB0645'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED BETH
 JB0645'NO 2 1960, IS SET IN TOP OF
 JB0645'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0645'5 INCHES.  THE MARK IS 62.5 FEET
 JB0645'EAST-NORTHEAST OF THE NORTH END OF
 JB0645'ROAD CULVERT, 51.5 FEET NORTHWEST OF THE WITNESS
 JB0645'POST, 20.5 FEET
 JB0645'NORTH OF THE CENTER OF ROAD AND 16.5 FEET SOUTH-SOUTHWEST OF A
 JB0645'LARGE TREE.
 JB0645'
 JB0645'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED BETH 1960, IS SET
 JB0645'IN TOP OF A 12 INCH SQUARE
 JB0645'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.  THE
 JB0645'MARK IS 17.5 FEET NORTH OF THE
 JB0645'CENTER OF ROAD, 5 FEET SOUTHWEST OF
 JB0645'THE LARGEST TREE AMONG TREES AND 2.2 FEET WEST OF THE WITNESS POST.
 JB0645'
 JB0645'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.15 MILE TO THE
 JB0645'AZIMUTH MARK ON LEFT SIDE
 JB0645'OF ROAD AS DESCRIBED.
 JB0645'
 JB0645'HEIGHT OF LIGHT ABOVE STATION MARK 26.65 METERS.
 JB0645
 JB0645                          STATION RECOVERY (1960)
 JB0645
 JB0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0645'3.8 MI SW FROM SALEM.
 JB0645'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0645'IN SALEM, THENCE 0.5 MILE WEST ALONG AN OILED ROAD, THENCE 1.0
 JB0645'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.75 MILE WEST ALONG AN
 JB0645'OILED ROAD, NEAR A FARM HOUSE NORTH OF THE ROAD, 30 FEET SOUTH
 JB0645'OF THE CENTER LINE OF THE ROAD, 273 FEET EAST OF THE EXTENDED
 JB0645'CENTER LINE OF THE DRIVEWAY NORTH TO THE FARM HOUSE, 18 FEET
 JB0645'EAST-SOUTHEAST OF A 14-INCH BLAZED OAK TREE, 96 FEET EAST OF THE
 JB0645'SOUTH END OF A CONCRETE PIPE CULVERT, 11.1 FEET SOUTH OF A METAL
 JB0645'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET
 JB0645'IN THE TOP OF A CONCRETE POST 18 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0643 ***********************************************************************
 JB0643  DESIGNATION -  BETH AZ MK
 JB0643  PID         -  JB0643
 JB0643  STATE/COUNTY-  IL/MARION
 JB0643  USGS QUAD   -  SALEM SOUTH (1978)
 JB0643
 JB0643                         *CURRENT SURVEY CONTROL
 JB0643  ___________________________________________________________________
 JB0643* NAD 83(1986)-  38 35 28.     (N)    088 57 36.     (W)     SCALED    
 JB0643* NAVD 88     -       158.609  (meters)     520.37   (feet)  ADJUSTED  
 JB0643  ___________________________________________________________________
 JB0643  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB0643  DYNAMIC HT  -         158.508 (meters)     520.04  (feet)  COMP
 JB0643  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB0643
 JB0643  VERT ORDER  -  SECOND    CLASS 0
 JB0643
 JB0643.The horizontal coordinates were scaled from a topographic map and have
 JB0643.an estimated accuracy of +/- 6 seconds.
 JB0643
 JB0643.The orthometric height was determined by differential leveling
 JB0643.and adjusted by the National Geodetic Survey in June 1991..
 JB0643
 JB0643.The geoid height was determined by GEOID03.
 JB0643
 JB0643.The dynamic height is computed by dividing the NAVD 88
 JB0643.geopotential number by the normal gravity value computed on the
 JB0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0643.degrees latitude (g = 980.6199 gals.).
 JB0643
 JB0643.The modeled gravity was interpolated from observed gravity values.
 JB0643
 JB0643;                    North         East    Units  Estimated Accuracy
 JB0643;SPC IL E     -   213,770.      245,400.      MT  (+/- 180 meters Scaled)
 JB0643
 JB0643                          SUPERSEDED SURVEY CONTROL
 JB0643
 JB0643  NGVD 29 (??/??/92)  158.72   (m)          520.7    (f) COMPUTED    2 0
 JB0643
 JB0643.Superseded values are not recommended for survey control.
 JB0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0643.See file dsdata.txt to determine how the superseded data were derived.
 JB0643
 JB0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH293732(NAD 83)
 JB0643_MARKER: DZ = AZIMUTH MARK DISK
 JB0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0643_STAMPING: BETH 1960
 JB0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0643+STABILITY: SURFACE MOTION
 JB0643
 JB0643  HISTORY     - Date     Condition        Report By
 JB0643  HISTORY     - 1960     MONUMENTED       CGS
 JB0643
 JB0643                          STATION DESCRIPTION
 JB0643
 JB0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0643'3.6 MI SW FROM SALEM.
 JB0643'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0643'IN SALEM, THENCE 0.5 MILE WEST ALONG AN OILED ROAD, THENCE 1.0
 JB0643'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.6 MILE WEST ALONG AN
 JB0643'OILED ROAD, ABOUT 0.1 MILE WEST OF THE CROSSING OF A POWER
 JB0643'LINE, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 80 FEET
 JB0643'NORTHWEST OF THE FIRST TELEPHONE POLE WEST OF THE POWER LINE
 JB0643'CROSSING, 347 FEET WEST OF THE CENTER LINE (EXTENDED) OF THE
 JB0643'DRIVE SOUTH TO A FIELD, 2.2 FEET WEST OF A METAL WITNESS POST,
 JB0643'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JB0643'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0644 ***********************************************************************
 JB0644  DESIGNATION -  BETH RM 1
 JB0644  PID         -  JB0644
 JB0644  STATE/COUNTY-  IL/MARION
 JB0644  USGS QUAD   -  SALEM SOUTH (1978)
 JB0644
 JB0644                         *CURRENT SURVEY CONTROL
 JB0644  ___________________________________________________________________
 JB0644* NAD 83(1986)-  38 35 27.     (N)    088 57 45.     (W)     SCALED    
 JB0644* NAVD 88     -       158.239  (meters)     519.16   (feet)  ADJUSTED  
 JB0644  ___________________________________________________________________
 JB0644  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JB0644  DYNAMIC HT  -         158.138 (meters)     518.82  (feet)  COMP
 JB0644  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JB0644
 JB0644  VERT ORDER  -  SECOND    CLASS 0
 JB0644
 JB0644.The horizontal coordinates were scaled from a topographic map and have
 JB0644.an estimated accuracy of +/- 6 seconds.
 JB0644
 JB0644.The orthometric height was determined by differential leveling
 JB0644.and adjusted by the National Geodetic Survey in June 1991..
 JB0644
 JB0644.The geoid height was determined by GEOID03.
 JB0644
 JB0644.The dynamic height is computed by dividing the NAVD 88
 JB0644.geopotential number by the normal gravity value computed on the
 JB0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0644.degrees latitude (g = 980.6199 gals.).
 JB0644
 JB0644.The modeled gravity was interpolated from observed gravity values.
 JB0644
 JB0644;                    North         East    Units  Estimated Accuracy
 JB0644;SPC IL E     -   213,750.      245,190.      MT  (+/- 180 meters Scaled)
 JB0644
 JB0644                          SUPERSEDED SURVEY CONTROL
 JB0644
 JB0644  NGVD 29 (??/??/92)  158.348  (m)          519.51   (f) ADJ UNCH    2 0
 JB0644
 JB0644.Superseded values are not recommended for survey control.
 JB0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0644.See file dsdata.txt to determine how the superseded data were derived.
 JB0644
 JB0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH290731(NAD 83)
 JB0644_MARKER: DR = REFERENCE MARK DISK
 JB0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0644_STAMPING: BETH NO 1 1960
 JB0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0644+STABILITY: SURFACE MOTION
 JB0644
 JB0644  HISTORY     - Date     Condition        Report By
 JB0644  HISTORY     - 1960     MONUMENTED       CGS
 JB0644
 JB0644                          STATION DESCRIPTION
 JB0644
 JB0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0644'3.8 MI SW FROM SALEM.
 JB0644'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0644'IN SALEM, THENCE 0.5 MILE WEST ALONG AN OILED ROAD, THENCE 1.0
 JB0644'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.75 MILE WEST ALONG AN
 JB0644'OILED ROAD, NEAR A FARM HOUSE NORTH OF THE ROAD, 19 FEET NORTH
 JB0644'OF THE CENTER LINE OF THE ROAD, 365 FEET EAST OF THE CENTER LINE
 JB0644'OF THE DRIVEWAY NORTH TO THE FARM HOUSE, 189 FEET EAST OF THE
 JB0644'NORTH END OF A CONCRETE PIPE CULVERT, 115 FEET NORTHEAST OF A
 JB0644'14-INCH BLAZED OAK TREE, 103.4 FEET NORTHEAST OF TRAVERSE
 JB0644'STATION BETH, 100.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 JB0644'1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JB0644'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0646 ***********************************************************************
 JB0646  DESIGNATION -  BETH RM 2
 JB0646  PID         -  JB0646
 JB0646  STATE/COUNTY-  IL/MARION
 JB0646  USGS QUAD   -  SALEM SOUTH (1978)
 JB0646
 JB0646                         *CURRENT SURVEY CONTROL
 JB0646  ___________________________________________________________________
 JB0646* NAD 83(1986)-  38 35 27.     (N)    088 57 45.     (W)     SCALED    
 JB0646* NAVD 88     -       158.158  (meters)     518.89   (feet)  ADJUSTED  
 JB0646  ___________________________________________________________________
 JB0646  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JB0646  DYNAMIC HT  -         158.057 (meters)     518.56  (feet)  COMP
 JB0646  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JB0646
 JB0646  VERT ORDER  -  SECOND    CLASS 0
 JB0646
 JB0646.The horizontal coordinates were scaled from a topographic map and have
 JB0646.an estimated accuracy of +/- 6 seconds.
 JB0646
 JB0646.The orthometric height was determined by differential leveling
 JB0646.and adjusted by the National Geodetic Survey in June 1991..
 JB0646
 JB0646.The geoid height was determined by GEOID03.
 JB0646
 JB0646.The dynamic height is computed by dividing the NAVD 88
 JB0646.geopotential number by the normal gravity value computed on the
 JB0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0646.degrees latitude (g = 980.6199 gals.).
 JB0646
 JB0646.The modeled gravity was interpolated from observed gravity values.
 JB0646
 JB0646;                    North         East    Units  Estimated Accuracy
 JB0646;SPC IL E     -   213,750.      245,190.      MT  (+/- 180 meters Scaled)
 JB0646
 JB0646                          SUPERSEDED SURVEY CONTROL
 JB0646
 JB0646  NGVD 29 (??/??/92)  158.267  (m)          519.25   (f) ADJ UNCH    2 0
 JB0646
 JB0646.Superseded values are not recommended for survey control.
 JB0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0646.See file dsdata.txt to determine how the superseded data were derived.
 JB0646
 JB0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH290731(NAD 83)
 JB0646_MARKER: DR = REFERENCE MARK DISK
 JB0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0646_STAMPING: BETH NO 2 1960
 JB0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0646+STABILITY: SURFACE MOTION
 JB0646
 JB0646  HISTORY     - Date     Condition        Report By
 JB0646  HISTORY     - 1960     MONUMENTED       CGS
 JB0646
 JB0646                          STATION DESCRIPTION
 JB0646
 JB0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0646'3.8 MI SW FROM SALEM.
 JB0646'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0646'IN SALEM, THENCE 0.5 MILE WEST ALONG AN OILED ROAD, THENCE 1.0
 JB0646'MILE SOUTH ALONG AN OILED ROAD, THENCE 0.75 MILE WEST ALONG AN
 JB0646'OILED ROAD, NEAR A FARM HOUSE NORTH OF THE ROAD, 19 FEET NORTH
 JB0646'OF THE CENTER LINE OF THE ROAD, 239 FEET EAST OF THE CENTER LINE
 JB0646'OF THE DRIVEWAY NORTH TO THE FARM HOUSE, 46 FEET NORTH-NORTHWEST
 JB0646'OF A 14-INCH BLAZED OAK TREE, 63 FEET EAST OF THE NORTH END OF
 JB0646'A CONCRETE PIPE CULVERT, 61.4 FEET NORTHWEST OF TRAVERSE STATION
 JB0646'BETH, 51.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JB0646'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0646'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1305 ***********************************************************************
 KB1305  DESIGNATION -  BETHANY MUNICIPAL TANK
 KB1305  PID         -  KB1305
 KB1305  STATE/COUNTY-  IL/MOULTRIE
 KB1305  USGS QUAD   -  LOVINGTON (1983)
 KB1305
 KB1305                         *CURRENT SURVEY CONTROL
 KB1305  ___________________________________________________________________
 KB1305* NAD 83(1997)-  39 38 44.34050(N)    088 44 27.25419(W)     ADJUSTED  
 KB1305* NAVD 88     -                                                        
 KB1305  ___________________________________________________________________
 KB1305  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 KB1305  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KB1305
 KB1305  HORZ ORDER  -  THIRD
 KB1305
 KB1305.The horizontal coordinates were established by classical geodetic methods
 KB1305.and adjusted by the National Geodetic Survey in October 1999..
 KB1305
 KB1305
 KB1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1305
 KB1305.The geoid height was determined by GEOID03.
 KB1305
 KB1305;                    North         East     Units Scale Factor Converg.
 KB1305;SPC IL E     -   330,736.782   265,017.559   MT  0.99999006   -0 15 36.2
 KB1305;SPC IL E     - 1,085,092.26    869,478.44   sFT  0.99999006   -0 15 36.2
 KB1305;UTM  16      - 4,389,877.204   350,627.366   MT  0.99987470   -1 06 39.5
 KB1305
 KB1305                          SUPERSEDED SURVEY CONTROL
 KB1305
 KB1305  NAD 83(1986)-  39 38 44.35182(N)    088 44 27.24338(W) AD(       ) 4
 KB1305  NAD 27      -  39 38 44.22239(N)    088 44 26.99175(W) AD(       ) 3
 KB1305
 KB1305.Superseded values are not recommended for survey control.
 KB1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1305.See file dsdata.txt to determine how the superseded data were derived.
 KB1305
 KB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ5062789877(NAD 83)
 KB1305_MARKER: 53 = ELEVATED TANK
 KB1305
 KB1305  HISTORY     - Date     Condition        Report By
 KB1305  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1305
 KB1305                          STATION DESCRIPTION
 KB1305
 KB1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1305'THE STATION, BETHANY MUNICIPAL WATER TANK, IS THE TOP CENTER OF A
 KB1305'PEDESTAL ELEVATED WATER TANK, 130 FEET OVERALL, YELLOW IN COLOR
 KB1305'WITH BLACK LETTERING (BETHANY), AND IS OWNED BY THE CITY OF
 KB1305'BETHANY.
 KB1305'
 KB1305'THE STATION IS LOCATED IN THE CENTER OF BETHANY, NORTHEAST OF THE
 KB1305'INTERSECTION OF WEST MAIN STREET AND SOUTH ST JOHN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1518 ***********************************************************************
 KB1518  DESIGNATION -  BETTIS
 KB1518  PID         -  KB1518
 KB1518  STATE/COUNTY-  IL/SANGAMON
 KB1518  USGS QUAD   -  WAVERLY (1983)
 KB1518
 KB1518                         *CURRENT SURVEY CONTROL
 KB1518  ___________________________________________________________________
 KB1518* NAD 83(1997)-  39 33 39.48401(N)    089 53 57.28447(W)     ADJUSTED  
 KB1518* NAVD 88     -       216.8    (meters)     711.     (feet)  VERTCON   
 KB1518  ___________________________________________________________________
 KB1518  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 KB1518  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB1518
 KB1518  HORZ ORDER  -  FIRST
 KB1518
 KB1518.The horizontal coordinates were established by classical geodetic methods
 KB1518.and adjusted by the National Geodetic Survey in October 1999..
 KB1518
 KB1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1518
 KB1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1518
 KB1518.The geoid height was determined by GEOID03.
 KB1518
 KB1518;                    North         East     Units Scale Factor Converg.
 KB1518;SPC IL W     -   321,278.891   722,980.348   MT  0.99994768   +0 10 13.2
 KB1518;SPC IL W     - 1,054,062.49  2,371,978.03   sFT  0.99994768   +0 10 13.2
 KB1518;SPC IL E     -   322,426.982   165,428.439   MT  1.00019788   -0 59 50.9
 KB1518;SPC IL E     - 1,057,829.19    542,743.14   sFT  1.00019788   -0 59 50.9
 KB1518;UTM  16      - 4,383,046.293   250,923.361   MT  1.00036389   -1 50 50.9
 KB1518
 KB1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1518!SPC IL W     -   0.99997103  x   0.99994768  =   0.99991871
 KB1518!SPC IL E     -   0.99997103  x   1.00019788  =   1.00016890
 KB1518!UTM  16      -   0.99997103  x   1.00036389  =   1.00033491
 KB1518
 KB1518:                Primary Azimuth Mark                     Grid Az
 KB1518:SPC IL W     -  AUBURN MUNICIPAL TANK                    076 01 24.7
 KB1518:SPC IL E     -  AUBURN MUNICIPAL TANK                    077 11 28.8
 KB1518:UTM  16      -  AUBURN MUNICIPAL TANK                    078 02 28.8
 KB1518
 KB1518|---------------------------------------------------------------------|
 KB1518| PID    Reference Object                     Distance      Geod. Az  |
 KB1518|                                                           dddmmss.s |
 KB1518| KB1502 AUBURN MUNICIPAL TANK               APPROX.13.9 KM 0761137.9 |
 KB1518| KB1515 THAYER C W AND F COAL CO STACK      APPROX.12.5 KM 1034446.0 |
 KB1518| CI6715 BETTIS RM 1                         167.310 METERS 13042     |
 KB1518| CI6717 BETTIS RM 3                         135.596 METERS 22634     |
 KB1518| KB1519 BETTIS 1934 RM 6 1976               133.241 METERS 22729     |
 KB1518| CI6719 BETTIS RM 5                         149.096 METERS 23424     |
 KB1518| CI6718 BETTIS RM 4                         133.236 METERS 26905     |
 KB1518| CI6716 BETTIS RM 2                          45.476 METERS 27208     |
 KB1518| CI6714 BETTIS AZ MK                                       3460005.5 |
 KB1518| KB1521 BETTIS 1934 AZ MK 1976              APPROX. 0.5 KM 3521443.9 |
 KB1518| KB1522 NEW BERLIN ST MARYS CATH CH         APPROX.18.3 KM 3572728.9 |
 KB1518|---------------------------------------------------------------------|
 KB1518
 KB1518                          SUPERSEDED SURVEY CONTROL
 KB1518
 KB1518  NAD 83(1997)-  39 33 39.49173(N)    089 53 57.27331(W) AD(       ) 1
 KB1518  NAD 83(1986)-  39 33 39.49201(N)    089 53 57.27292(W) AD(       ) 1
 KB1518  NAD 27      -  39 33 39.31500(N)    089 53 56.90100(W) AD(       ) 1
 KB1518  NGVD 29 (07/19/86)  216.9    (m)          712.     (f) VERT ANG       
 KB1518
 KB1518.Superseded values are not recommended for survey control.
 KB1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1518.See file dsdata.txt to determine how the superseded data were derived.
 KB1518
 KB1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5092383046(NAD 83)
 KB1518_MARKER: DS = TRIANGULATION STATION DISK
 KB1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1518
 KB1518  HISTORY     - Date     Condition        Report By
 KB1518  HISTORY     - 1934     MONUMENTED       CGS
 KB1518  HISTORY     - 1957     GOOD             CGS
 KB1518  HISTORY     - 1960     GOOD             CGS
 KB1518  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KB1518  HISTORY     - 1975     GOOD             NGS
 KB1518
 KB1518                          STATION DESCRIPTION
 KB1518
 KB1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KB1518'2.85 MILES EAST AND 1.95 MILES SOUTH OF WAVERLY, ON THE HIGHEST POINT
 KB1518'IN THE VICINITY, IN A PASTURE OWNED BY MR.  BETTIS, 9 FEET
 KB1518'SOUTH OF THE EAST-WEST FENCE ALONG THE NORTH EDGE OF THE PASTURE,
 KB1518'163 FEET WEST OF AN 18-INCH BLACK WALNUT TREE, 60 FEET EAST OF
 KB1518'THE SOUTH END OF NORTH-SOUTH HEDGE FENCE, 438 FEET EAST OF THE
 KB1518'NORTH-SOUTH FENCE ALONG THE EAST EDGE OF THE DRIVEWAY LEADING
 KB1518'INTO MR. BETTIS HOUSE FROM THE ROAD, AND 12 INCHES UNDERGROUND.
 KB1518'
 KB1518'TO REACH FROM THE SOUTHEAST CORNER OF THE SQUARE IN WAVERLY, GO SOUTH
 KB1518'ONE BLOCK AND TURN EAST ON STATE HIGHWAY 104, GO EAST 1.5 MILES
 KB1518'TURN SOUTH, GO 1 MILE, JOG EAST 0.1 MILE, CONTINUE SOUTH 0.5 MILE,
 KB1518'TURN EAST, GO 1.25 MILES TO THE DRIVEWAY TO MR. BETTIS HOUSE,
 KB1518'TURN SOUTH ON THIS DRIVEWAY ANDGO 0.35 MILE TO THE NORTH-WEST CORNER
 KB1518'OF THE PASTURE, ENTER HERE AND GO EAST 438 FEET TO THE
 KB1518'STATION.
 KB1518'
 KB1518'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KB1518'DISKS SET IN CONCRETE.
 KB1518'
 KB1518'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, IN WEST EDGE OF
 KB1518'NORTH-SOUTH HEDGE FENCE ALONG THE EAST EDGE OF THE PASTURE,
 KB1518'45 FEET SOUTH OF A HEDGE TREE, 672.09 FEET SOUTHEAST OF REFERENCE
 KB1518'MARK NO. 2, AND PROJECTS 14 INCHES.  REFERENCE MARK NO. 2 IS
 KB1518'WEST OF STATION, IN THE EAST-WEST FENCE ALONG THE NORTH EDGE OF THE
 KB1518'PASTURE, 89 FEET WEST OF THE SOUTH END OF THE NORTH-SOUTH HEDGE
 KB1518'FENCE AND PROJECTS 6 INCHES. DISTANCE BETWEEN REFERENCE MARKS IS
 KB1518'672.09 FEET.
 KB1518'
 KB1518'THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, IN THE SOUTH
 KB1518'RIGHT-OF-WAY FENCE OF THE EAST-WEST DIRT ROAD, 10 FEET WEST OF
 KB1518'THE CENTER LINE OF THE DRIVEWAY LEADING INTO MR. BETTIS HOUSE, AND
 KB1518'PROJECTS 5 INCHES.
 KB1518'
 KB1518'113-FOOT LIGHT AT BUCHANAN IS VISIBLE AT 20 FEET.
 KB1518'
 KB1518'100-FOOT LIGHT AT MODESTO IS VISIBLE AT 45 FEET.
 KB1518'
 KB1518'113-FOOT LIGHT AT HETTICK IS VISIBLE AT 77 FEET.
 KB1518'
 KB1518'113-FOOT LIGHT AT LEEK IS VISIBLE FROM THE GROUND.
 KB1518'
 KB1518'113-FOOT LIGHT AT RICE IS VISIBLE FROM THE GROUND.
 KB1518
 KB1518                          STATION RECOVERY (1957)
 KB1518
 KB1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 KB1518'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED
 KB1518'AND FOUND IN GOOD CONDITION.
 KB1518'
 KB1518'THE 1957 DISTANCES TO THE REFERENCE MARKS CHECKED WITH THE 1934
 KB1518'DISTANCES. THE ANGLE FROM THE AZIMUTH MARK TO REFERENCE
 KB1518'MARK 1 CHECKED BUT THE ANGLE FROM THE AZIMUTH MARK TO REFERENCE MARK
 KB1518'2 FAILED TO CHECK BY 1 MINUTE. TWO NEW REFERENCE MARKS NOS. 3 AND
 KB1518'4 WERE ESTABLISHED BY THIS PARTY. REFERENCE MARK 2 WAS DESTROYED
 KB1518'AFTER OBSERVATIONS, AT THE REQUEST OF MR. SAM SHIPP WHO RENTS
 KB1518'THE LAND.
 KB1518'
 KB1518'THE HEDGE ROW AND WALNUT TREE MENTIONED IN THE 1934 DESCRIPTION HAVE
 KB1518'BEEN DESTROYED. THE LAND IS OWNED BY MR. L.A.  TURNER OF WAVERLY
 KB1518'AND NOT BY MR. BETTIS AS MENTIONED 1934.
 KB1518'
 KB1518'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KB1518'
 KB1518'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF WAVERLY, ON THE
 KB1518'HIGHEST POINT OF A PROMINENT RIDGE, IN A CULTIVATED
 KB1518'FIELD AND ON LAND OWNED BY MR. L.A. TURNER AND OCCUPIED BY MR. SAM
 KB1518'SHIPP. IT IS 440 FEET EAST OF A 24 INCH WILD CHERRY TREE AND A
 KB1518'FENCE AND 346 FEET NORTH-NORTHEAST OF A WHITE WITNESS POST AND A
 KB1518'FENCE. THE MONUMENT IS SET ABOUT 12 INCHES UNDERGROUND AND THE
 KB1518'DISK IS STAMPED BETTIS 1934.
 KB1518'
 KB1518'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 KB1518'WAVERLY, GO SOUTH FOR 1 BLOCK TO THE JUNCTION WITH STATE
 KB1518'HIGHWAY 104. TURN LEFT AND GO EAST ON STATE HIGHWAY 104 FOR 1.45
 KB1518'MILES TO A CROSSROAD. TURN RIGHT AND GO SOUTH ON BLACKTOPPED ROAD
 KB1518'FOR 1.0 MILE. TURN LEFT WITH HIGHWAY FOR 0.1 MILE. TURN RIGHT WITH
 KB1518'HIGHWAY FOR 0.5 MILE TO A CROSSROAD. TURN LEFT AND GO EAST ON
 KB1518'BLACKTOPPED ROAD FOR 1.25 MILES TO A DRIVEWAY RIGHT.  LEADING SOUTH TO
 KB1518'A FARM HOUSE. TURN RIGHT INTO DRIVEWAY AND AZIMUTH MARK ON
 KB1518'THE RIGHT. CONTINUE SOUTH ON DRIVEWAY FOR 0.35 MILE TO A BREAK IN
 KB1518'FENCE ON THE LEFT. TURN LEFT THROUGH BREAK AND GO EAST ACROSS
 KB1518'CULTIVATED FIELD FOR 0.15 MILE TO THE HIGHEST POINT AND STATION AS
 KB1518'DESCRIBED.
 KB1518'
 KB1518'REFERENCE MARK 1 IS 1 FOOT WEST OF A HEDGE ROW. THE MONUMENT PROJECTS
 KB1518'ABOUT 1 FOOT AND THE DISK IS STAMPED BETTIS NO 1 1934.
 KB1518'
 KB1518'REFERENCE MARK 3 IS 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 KB1518'NORTH OF A FENCE. THE MONUMENT PROJECTS ABOUT 4 INCHES AND THE
 KB1518'DISK IS STAMPED BETTIS NO 3 1934.
 KB1518'
 KB1518'REFERENCE MARK 4 IS 24 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 5
 KB1518'FEET SOUTH OF A 24 INCH WILD CHERRY TREE AND 1 FOOT EAST OF A
 KB1518'FENCE. THE MONUMENT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 KB1518'BETTIS NO 4 1934.
 KB1518'
 KB1518'THE AZIMUTH MARK IS 6 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND
 KB1518'5 FEET SOUTH OF A FENCE. THE MONUMENT PROJECTS ABOUT 6 INCHES AND
 KB1518'THE DISK IS STAMPED BETTIS 1934 AZIMUTH.
 KB1518'
 KB1518'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KB1518
 KB1518                          STATION RECOVERY (1960)
 KB1518
 KB1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1518'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1957 RECOVERY NOTE AND
 KB1518'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 KB1518'
 KB1518'THE 1957 DESCRIPTION AND TO REACH THE STATION IS ADEQUATE.
 KB1518'
 KB1518'THE DIRECTION TO ALL MARKS CHECKED WITH THE 1957 OBSERVATION AND WERE
 KB1518'FOUND TO BE CORRECT. A SLIGHT DIFFERENCE IN THE DISTANCE TO
 KB1518'ALL REFERENCE MARKS WAS FOUND.
 KB1518
 KB1518                          STATION RECOVERY (1969)
 KB1518
 KB1518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KB1518'DISTANCE TO R.M.S 1, 3, 4 ARE 1960 VALUES DUE TO FIELD BEING UNDER
 KB1518'CULTIVATION.
 KB1518'
 KB1518'THE STATION MARK, REFERENCE MARKS 1, 3 AND 4 WERE FOUND IN GOOD
 KB1518'CONDITION. THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION
 KB1518'BUT DESTROYED AT THE REQUEST OF THE PROPERTY OWNER. A NEW AZIMUTH
 KB1518'MARK WAS SET. REFERENCE MARKS 3 AND 4 WERE ALSO DESTROYED AT
 KB1518'THE OWNERS REQUEST. A REFERENCE MARK 5 WAS SET. A NEW DESCRIPTION
 KB1518'FOLLOWS.
 KB1518'
 KB1518'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT RIDGE IN A
 KB1518'CULTIVATED FIELD OWNED BY MR. ARTHUR MAYBERRY, 461 FEET EAST OF
 KB1518'THE CENTERLINE OF A DRIVEWAY, 482 FEET NORTHEAST OF THE NORTHEAST
 KB1518'CORNER OF A HOUSE AND 416 FEET WEST OF A NORTH-SOUTH PROPERTY
 KB1518'LINE FENCE. THE MONUMENT IS 10 INCHES UNDERGROUND AND THE DISK IS
 KB1518'STAMPED BETTIS 1934.
 KB1518'
 KB1518'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE SQUARE IN
 KB1518'WAVERLY, GO SOUTH FOR 1 BLOCK TO THE INTERSECTION WITH STATE
 KB1518'HIGHWAY 104. TURN LEFT AND GO EAST ON THE HIGHWAY FOR 1.45 MILES TO A
 KB1518'PAVED CROSSROAD. TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR
 KB1518'1.6 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON OILED ROAD
 KB1518'FOR 1.25 MILES TO A DRIVEWAY SOUTH AND THE AZIMUTH MARK. TURN
 KB1518'RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.35 MILE TO A HOUSE ON THE
 KB1518'LEFT AND THE STATION AS DESCRIBED.
 KB1518'
 KB1518'REFERENCE MARK 1 IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE AND 1 FOOT
 KB1518'SOUTH OF A METAL WITNESS POST. THE MONUMENT PROJECTS 10
 KB1518'INCHES AND THE DISK IS STAMPED BETTIS NO 1 1934.
 KB1518'
 KB1518'REFERENCE MARK 5 IS 37 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 KB1518'HOUSE, 2 FEET EAST OF A TELEPHONE POLE, 29 FEET EAST OF A 24 INCH
 KB1518'ELM TREE AND 68 FEET EAST OF THE DRIVEWAY. THE MONUMENT IS FLUSH AND
 KB1518'THE DISK IS STAMPED BETTIS 1934 NO 5 1969.
 KB1518'
 KB1518'THE AZIMUTH MARK IS 3 FEET WEST OF A TELEPHONE POLE, 1 FOOT EAST OF A
 KB1518'METAL WITNESS POST, 27 FEET SOUTH OF THE CENTERLINE OF THE
 KB1518'ROAD, 1 FOOT NORTH OF A FENCE AND 192 FEET EAST OF THE CENTERLINE OF
 KB1518'THE DRIVEWAY. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 KB1518'STAMPED BETTIS 1934 1969.
 KB1518'
 KB1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 KB1518'SOUTHEAST OF WAVERLY.
 KB1518'
 KB1518'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KB1518
 KB1518                          STATION RECOVERY (1975)
 KB1518
 KB1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1518'STATION MARK, REFERENCE MARKS 1 AND 5 AND THE AZIMUTH MARK WERE
 KB1518'RECOVERED AND ALL OF THESE MARKS WERE FOUND TO BE IN GOOD
 KB1518'CONDITION.  IT WAS REQUESTED BY THE LAND OWNER THAT REFERENCE MARK
 KB1518'1 BE DESTROYED AND MOVED OUT OF CULTIVATED FIELD.  THE FENCELINE
 KB1518'THIS MARK WAS SET IN IS NOW GONE AND THIS IS ONE LARGE CULTIVATED
 KB1518'FIELD.  IT WAS ALSO REQUESTED THAT A TOWER NOT BE BUILT OVER THE
 KB1518'STATION MARK.  A REFERENCE MARK 6 WAS ESTABLISHED AND OCCUPIED
 KB1518'AT THIS TIME.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION
 KB1518'FOLLOWS.  THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF
 KB1518'WAVERLY, 12 MILES SOUTHWEST OF AUBURN, 17 MILES WEST OF DIVERNON
 KB1518'AND ON THE HIGHEST POINT OF A PROMINENT RIDGE IN A CULTIVATED
 KB1518'FIELD.  IT IS IN THE NW 1/4 SECTION 20, T13N, R7W.  THE PROPERTY
 KB1518'IS OWNED BY MR. GARY MAYBERRY, WAVERLY, ILLINOIS, TELEPHONE
 KB1518'217/435-4421.
 KB1518'
 KB1518'TO REACH THE STATION FROM THE POST OFFICE IN WAVERLY, GO SOUTH FOR
 KB1518'ONE BLOCK TO STATE HIGHWAY 104, TURN LEFT ON STATE HIGHWAY 104 FOR
 KB1518'1.5 MILES TO A CROSSROAD, TURN RIGHT, FOLLOWING PAVED ROAD FOR 1.6
 KB1518'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON AN OILED ROAD
 KB1518'FOR 1.2 MILES TO A DRIVEWAY ON THE RIGHT, (TO REACH THE AZIMUTH
 KB1518'MARK FROM HERE CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO MARK ON
 KB1518'THE RIGHT.) TURN RIGHT AND GO SOUTH ON DRIVEWAY FOR 0.3 MILE TO
 KB1518'FARM BUILDINGS AND STATION ON THE LEFT ABOUT 550 FEET NORTHEAST
 KB1518'OF NORTHEAST CORNER OF HOUSE.
 KB1518'
 KB1518'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 KB1518'CONCRETE POST THAT IS 10 INCHES BELOW THE GROUND SURFACE AND STAMPED
 KB1518'BETTIS 1934.  THE MARK IS LOCATED ON THE HIGHEST POINT OF A
 KB1518'PROMINENT RIDGE IN A CULTIVATED FIELD.  IT IS ASSUMED THE
 KB1518'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 KB1518'BELOW THE GROUND SURFACE WITH THE SAME STAMPING AS THE SURFACE
 KB1518'DISK.
 KB1518'
 KB1518'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BETTIS NO 1 1934 SET IN
 KB1518'THE TOP OF A CONCRETE POST THAT PROJECTS 10 INCHES ABOVE THE GROUND
 KB1518'SURFACE.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND AT THE
 KB1518'NORTH END OF A SMALL UNPLOWED STRIP.
 KB1518'
 KB1518'REFERENCE MARK 6 ARE STANDARD DISKS STAMPED BETTIS NO 6 1934 1975.
 KB1518'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1518'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 145 FEET
 KB1518'EAST OF THE APPROXIMATE CENTER OF FARM ROAD, 45 FEET NORTHEAST OF
 KB1518'THE NORTHEAST CORNER OF HOUSE, 34 FEET EAST-SOUTHEAST OF A 12 INCH
 KB1518'TREE AND 16 FEET WEST OF A PLOWED FIELD.  THE UNDERGROUND DISK IS
 KB1518'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 KB1518'SURFACE.
 KB1518'
 KB1518'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BETTIS NO 5 1934 1969,
 KB1518'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KB1518'FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET NORTH OF THE
 KB1518'APPROXIMATE CENTER OF FARM ROAD, 37 FEET NORTHWEST OF THE
 KB1518'NORTHWEST CORNER OF HOUSE AND 31 FEET EAST OF A 24 INCH TREE.
 KB1518'
 KB1518'AZIMUTH MARK IS A STANDARD DISK STAMPED BETTIS 1934 1969 SET IN THE
 KB1518'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 KB1518'INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FOOT EAST OF A METAL
 KB1518'WITNESS POST, 3.0 FEET WEST OF A POWERLINE POLE, 27.0 FEET SOUTH
 KB1518'OF THE APPROXIMATE CENTER OF AN OILED ROAD AND 0.05 MILE EAST
 KB1518'OF DRIVEWAY LEADING TO FARM HOUSE.
 KB1518'
 KB1518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 KB1518'SOUTHEAST OF WAVERLY.
 KB1518'
 KB1518'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1521 ***********************************************************************
 KB1521  DESIGNATION -  BETTIS 1934 AZ MK 1976
 KB1521  PID         -  KB1521
 KB1521  STATE/COUNTY-  IL/SANGAMON
 KB1521  USGS QUAD   -  WAVERLY (1983)
 KB1521
 KB1521                         *CURRENT SURVEY CONTROL
 KB1521  ___________________________________________________________________
 KB1521* NAD 83(1997)-  39 33 57.05400(N)    089 54 00.37572(W)     ADJUSTED  
 KB1521* NAVD 88     -       208.2    (meters)     683.     (feet)  VERTCON   
 KB1521  ___________________________________________________________________
 KB1521  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 KB1521  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1521
 KB1521  HORZ ORDER  -  SECOND
 KB1521
 KB1521.The horizontal coordinates were established by classical geodetic methods
 KB1521.and adjusted by the National Geodetic Survey in October 1999..
 KB1521
 KB1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1521
 KB1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1521
 KB1521.The geoid height was determined by GEOID03.
 KB1521
 KB1521;                    North         East     Units Scale Factor Converg.
 KB1521;SPC IL W     -   321,820.510   722,904.953   MT  0.99994763   +0 10 11.2
 KB1521;SPC IL W     - 1,055,839.46  2,371,730.67   sFT  0.99994763   +0 10 11.2
 KB1521;SPC IL E     -   322,970.161   165,364.082   MT  1.00019809   -0 59 53.3
 KB1521;SPC IL E     - 1,059,611.27    542,531.99   sFT  1.00019809   -0 59 53.3
 KB1521;UTM  16      - 4,383,590.458   250,867.060   MT  1.00036423   -1 50 53.6
 KB1521
 KB1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1521!SPC IL W     -   0.99997238  x   0.99994763  =   0.99992001
 KB1521!SPC IL E     -   0.99997238  x   1.00019809  =   1.00017046
 KB1521!UTM  16      -   0.99997238  x   1.00036423  =   1.00033660
 KB1521
 KB1521:                Primary Azimuth Mark                     Grid Az
 KB1521:SPC IL W     -  BETTIS 1934 RM 6 1976                    182 02 38.4
 KB1521:SPC IL E     -  BETTIS 1934 RM 6 1976                    183 12 42.9
 KB1521:UTM  16      -  BETTIS 1934 RM 6 1976                    184 03 43.2
 KB1521
 KB1521|---------------------------------------------------------------------|
 KB1521| PID    Reference Object                     Distance      Geod. Az  |
 KB1521|                                                           dddmmss.s |
 KB1521| KB1519 BETTIS 1934 RM 6 1976               APPROX. 0.6 KM 1821249.6 |
 KB1521| KB1520 BETTIS AZ MK A PT 1976                5.582 METERS 23106     |
 KB1521|---------------------------------------------------------------------|
 KB1521
 KB1521                          SUPERSEDED SURVEY CONTROL
 KB1521
 KB1521  NAD 83(1997)-  39 33 57.06177(N)    089 54 00.36450(W) AD(       ) 2
 KB1521  NAD 83(1986)-  39 33 57.06201(N)    089 54 00.36417(W) AD(       ) 2
 KB1521  NAD 27      -  39 33 56.88415(N)    089 53 59.99403(W) AD(       ) 2
 KB1521  NGVD 29 (07/19/86)  208.3    (m)          683.     (f) VERT ANG       
 KB1521
 KB1521.Superseded values are not recommended for survey control.
 KB1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1521.See file dsdata.txt to determine how the superseded data were derived.
 KB1521
 KB1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5086783590(NAD 83)
 KB1521_MARKER: DS = TRIANGULATION STATION DISK
 KB1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1521+STABILITY: SURFACE MOTION
 KB1521
 KB1521  HISTORY     - Date     Condition        Report By
 KB1521  HISTORY     - 1975     MONUMENTED       NGS
 KB1521
 KB1521                          STATION DESCRIPTION
 KB1521
 KB1521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1521'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF WAVERLY, 12 MILES
 KB1521'SOUTHWEST OF AUBURN, 17 MILES WEST OF DIVERNON AND ON PROPERTY OWNED
 KB1521'BY MR. GARY MAYBERRY WHO LIVES AT 450 GROVE STREET, WAVERLY,
 KB1521'ILLINOIS, PHONE--217/435-4421.
 KB1521'
 KB1521'THE MARK IS A STANDARD DISK STAMPED BETTIS 1934 1969 SET IN THE
 KB1521'TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 KB1521'THE GROUND SURFACE.  IT IS 1.0 FEET EAST OF A METAL WITNESS POST,
 KB1521'30.0 FEET WEST OF A POWERLINE POLE AND 27.0 FEET SOUTH OF
 KB1521'APPROXIMATE CENTER OF ROAD.
 KB1521'
 KB1521'FOR THE TO REACH TO THIS STATION SEE DESCRIPTION TO STATION BETTIS
 KB1521'1934 RM 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1519 ***********************************************************************
 KB1519  DESIGNATION -  BETTIS 1934 RM 6 1976
 KB1519  PID         -  KB1519
 KB1519  STATE/COUNTY-  IL/SANGAMON
 KB1519  USGS QUAD   -  WAVERLY (1983)
 KB1519
 KB1519                         *CURRENT SURVEY CONTROL
 KB1519  ___________________________________________________________________
 KB1519* NAD 83(1997)-  39 33 36.56475(N)    089 54 01.39899(W)     ADJUSTED  
 KB1519* NAVD 88     -       217.4    (meters)     713.     (feet)  VERTCON   
 KB1519  ___________________________________________________________________
 KB1519  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KB1519  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB1519
 KB1519  HORZ ORDER  -  FIRST
 KB1519
 KB1519.The horizontal coordinates were established by classical geodetic methods
 KB1519.and adjusted by the National Geodetic Survey in October 1999..
 KB1519
 KB1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1519
 KB1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1519
 KB1519.The geoid height was determined by GEOID03.
 KB1519
 KB1519;                    North         East     Units Scale Factor Converg.
 KB1519;SPC IL W     -   321,188.573   722,882.399   MT  0.99994762   +0 10 10.5
 KB1519;SPC IL W     - 1,053,766.18  2,371,656.67   sFT  0.99994762   +0 10 10.5
 KB1519;SPC IL E     -   322,338.657   165,328.645   MT  1.00019821   -0 59 53.5
 KB1519;SPC IL E     - 1,057,539.41    542,415.73   sFT  1.00019821   -0 59 53.5
 KB1519;UTM  16      - 4,382,959.443   250,822.251   MT  1.00036451   -1 50 53.4
 KB1519
 KB1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1519!SPC IL W     -   0.99997093  x   0.99994762  =   0.99991855
 KB1519!SPC IL E     -   0.99997093  x   1.00019821  =   1.00016914
 KB1519!UTM  16      -   0.99997093  x   1.00036451  =   1.00033543
 KB1519
 KB1519:                Primary Azimuth Mark                     Grid Az
 KB1519:SPC IL W     -  BETTIS AZ MK A PT 1976                   001 39 38.6
 KB1519:SPC IL E     -  BETTIS AZ MK A PT 1976                   002 49 42.6
 KB1519:UTM  16      -  BETTIS AZ MK A PT 1976                   003 40 42.5
 KB1519
 KB1519|---------------------------------------------------------------------|
 KB1519| PID    Reference Object                     Distance      Geod. Az  |
 KB1519|                                                           dddmmss.s |
 KB1519| KB1520 BETTIS AZ MK A PT 1976              APPROX. 0.6 KM 0014949.1 |
 KB1519| KB1521 BETTIS 1934 AZ MK 1976              APPROX. 0.6 KM 0021249.0 |
 KB1519| KB1518 BETTIS                              133.241 METERS 04729     |
 KB1519| CI6715 BETTIS RM 1                                        09450     |
 KB1519| CI6719 BETTIS RM 5                          23.274 METERS 27801     |
 KB1519|---------------------------------------------------------------------|
 KB1519
 KB1519                          SUPERSEDED SURVEY CONTROL
 KB1519
 KB1519  NAD 83(1997)-  39 33 36.57256(N)    089 54 01.38772(W) AD(       ) 1
 KB1519  NAD 83(1986)-  39 33 36.57277(N)    089 54 01.38741(W) AD(       ) 1
 KB1519  NAD 27      -  39 33 36.39374(N)    089 54 01.01787(W) AD(       ) 1
 KB1519  NGVD 29 (07/19/86)  217.5    (m)          714.     (f) VERT ANG       
 KB1519
 KB1519.Superseded values are not recommended for survey control.
 KB1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1519.See file dsdata.txt to determine how the superseded data were derived.
 KB1519
 KB1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5082282959(NAD 83)
 KB1519_MARKER: DR = REFERENCE MARK DISK
 KB1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1519+STABILITY: SURFACE MOTION
 KB1519
 KB1519  HISTORY     - Date     Condition        Report By
 KB1519  HISTORY     - 1975     MONUMENTED       NGS
 KB1519
 KB1519                          STATION DESCRIPTION
 KB1519
 KB1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1519'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF WAVERLY,
 KB1519'12 MILES SOUTHWEST OF AUBURN, 17 MILES WEST OF DIVERNON AND ON
 KB1519'PROPERTY OWNED BY MR. GARY MAYBERRY, 450 GROVE STREET, WAVERLY,
 KB1519'ILLINOIS, TELEPHONE 217/435-4421.  IT IS IN NW 1/4 SECTION 20,
 KB1519'T13N, R7W.
 KB1519'
 KB1519'TO REACH THE STATION FROM THE POST OFFICE IN WAVERLY, GO SOUTH FOR
 KB1519'1 BLOCK TO STATE HIGHWAY 104, TURN LEFT AND GO EAST ON STATE
 KB1519'HIGHWAY 104 FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT, FOLLOWING
 KB1519'PAVED ROAD FOR 1.6 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 KB1519'EAST ON AN OILED ROAD FOR 1.2 MILES TO A DRIVEWAY ON THE RIGHT,
 KB1519'(TO REACH AZIMUTH MARK FROM HERE CONTINUE STRAIGHT AHEAD FOR 0.05
 KB1519'MILE TO AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO SOUTH ON
 KB1519'DRIVEWAY FOR 0.3 MILE TO FARM BUILDINGS AND STATION ON THE LEFT IN
 KB1519'NORTHEAST CORNER OF FARM YARD.
 KB1519'
 KB1519'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED BETTIS
 KB1519'NO 6 1934 1975.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1519'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 145
 KB1519'FEET EAST OF THE APPROXIMATE CENTER OF FARM ROAD, 45 FEET
 KB1519'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 34 FEET EAST-SOUTHEAST
 KB1519'OF A 12 INCH TREE AND 16 FEET WEST OF A PLOWED FIELD.  THE
 KB1519'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 KB1519'BELOW THE GROUND SURFACE AND HAS SAME STAMPING AS SURFACE DISK.
 KB1519'
 KB1519'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BETTIS NO 1 1934 SET IN
 KB1519'THE TOP OF A CONCRETE POST THAT PROJECTS 10 INCHES ABOVE THE GROUND
 KB1519'SURFACE.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND AT THE
 KB1519'NORTH END OF A NORTH-SOUTH UNPLOWED STRIP.
 KB1519'
 KB1519'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BETTIS 1934 NO 5 1969
 KB1519'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KB1519'FLUSH WITH THE GROUND SURFACE.  IT IS 31.0 FEET EAST OF A 24 INCH
 KB1519'ELM TREE, 37 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE 69.0 FEET
 KB1519'NORTH OF THE APPROXIMATE CENTER OF LANE LEADING TO FARM
 KB1519'HOUSE.
 KB1519'
 KB1519'AZIMUTH MARK IS A STANDARD DISK STAMPED BETTIS 1934 1969 SET IN THE
 KB1519'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 KB1519'INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FOOT EAST OF A METAL
 KB1519'WITNESS POST, 3.0 FEET WEST OF A POWERLINE POLE, 27.0 FEET SOUTH
 KB1519'OF THE APPROXIMATE CENTER OF AN OILED ROAD AND 0.05 MILE EAST OF
 KB1519'DRIVEWAY LEADING TO FARM HOUSE.
 KB1519'
 KB1519'BETTIS 1934 IS A STANDARD DISK THAT IS SET IN THE TOP OF A 10-INCH
 KB1519'CONCRETE POST THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS
 KB1519'LOCATED ON THE HIGHEST POINT OF A PROMINENT RIDGE IN A CULTIVATED
 KB1519'FIELD.
 KB1519'
 KB1519'HEIGHT OF LIGHT ABOVE STATION MARK 26.31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1700 ***********************************************************************
 NH1700  DESIGNATION -  BH01
 NH1700  PID         -  NH1700
 NH1700  STATE/COUNTY-  IL/MCHENRY
 NH1700  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1700
 NH1700                         *CURRENT SURVEY CONTROL
 NH1700  ___________________________________________________________________
 NH1700* NAD 83(1997)-  42 11 07.23086(N)    088 15 34.32907(W)     ADJUSTED  
 NH1700* NAVD 88     -       231.8    (meters)     760.     (feet)  VERTCON   
 NH1700  ___________________________________________________________________
 NH1700  X           -     143,761.924 (meters)                     COMP
 NH1700  Y           -  -4,731,161.981 (meters)                     COMP
 NH1700  Z           -   4,261,013.523 (meters)                     COMP
 NH1700  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NH1700  ELLIP HEIGHT-         198.01  (meters)          (03/08/05) GPS OBS
 NH1700  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NH1700
 NH1700  HORZ ORDER  -  SECOND
 NH1700  ELLP ORDER  -  FOURTH    CLASS I
 NH1700
 NH1700.The horizontal coordinates were established by GPS observations
 NH1700.and adjusted by the National Geodetic Survey in October 1999..
 NH1700
 NH1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1700
 NH1700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1700
 NH1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1700
 NH1700.The ellipsoidal height was determined by GPS observations
 NH1700.and is referenced to NAD 83.
 NH1700
 NH1700.The geoid height was determined by GEOID03.
 NH1700
 NH1700;                    North         East     Units Scale Factor Converg.
 NH1700;SPC IL E     -   612,691.599   306,096.251   MT  0.99997546   +0 02 58.4
 NH1700;SPC IL E     - 2,010,139.02  1,004,250.78   sFT  0.99997546   +0 02 58.4
 NH1700;UTM  16      - 4,671,122.632   395,990.644   MT  0.99973311   -0 50 45.2
 NH1700
 NH1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1700!SPC IL E     -   0.99996895  x   0.99997546  =   0.99994441
 NH1700!UTM  16      -   0.99996895  x   0.99973311  =   0.99970206
 NH1700
 NH1700                          SUPERSEDED SURVEY CONTROL
 NH1700
 NH1700  ELLIP H (10/21/99)  198.03   (m)                       GP(       ) 4 1
 NH1700  NAD 83(1997)-  42 11 07.23087(N)    088 15 34.32909(W) AD(       ) 2
 NH1700  NAD 83(1997)-  42 11 07.22701(N)    088 15 34.34037(W) AD(       ) 2
 NH1700  ELLIP H (05/28/93)  197.96   (m)                       GP(       ) 4 2
 NH1700  NGVD 29 (05/28/93)  231.9    (m)          761.     (f) GPS OBS        
 NH1700
 NH1700.Superseded values are not recommended for survey control.
 NH1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1700.See file dsdata.txt to determine how the superseded data were derived.
 NH1700
 NH1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9599171123(NAD 83)
 NH1700_MARKER: DD = SURVEY DISK
 NH1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1700_SP_SET: CONCRETE POST
 NH1700_STAMPING: B001
 NH1700_MARK LOGO: IL0512
 NH1700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1700+STABILITY: SURFACE MOTION
 NH1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1700+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 NH1700
 NH1700  HISTORY     - Date     Condition        Report By
 NH1700  HISTORY     - 1991     MONUMENTED       MSE
 NH1700  HISTORY     - 20030729 GOOD             GEWALT
 NH1700  HISTORY     - 20041113 GOOD             USPSQD
 NH1700
 NH1700                          STATION DESCRIPTION
 NH1700
 NH1700'DESCRIBED BY MSE CORPORATION 1991
 NH1700'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1700'6.25 MI (10.06 KM) WEST TO THE INTERSECTION WITH HAEGERS BEND (ALSO
 NH1700'KNOWN AS ALIMEDA ROAD). NORTH (RIGHT) 2.0 MI (3.2 KM) ON HAEGERS BEND
 NH1700'ROAD TO THE INTERSECTION OF NORTH RIVER ROAD (ALSO KNOWN AS ALGONQUIN
 NH1700'ROAD)CONTINUE NORTH ON HAEGERS BEND 0.15 MI (0.24 KM) TO THE STATION
 NH1700'ON THE LEFT (WEST). LOCATED 10 FT (3.0 M) WEST OF THE BACK OF CURB OF
 NH1700'HAEGERS BEND OPPOSITE THE DRIVE TO HOUSE NUMBER 9919, 0.15 MI
 NH1700'(0.24 KM) NORTH OF THE INTERSECTION O HAEGERS BEND AND NORTH RIVER
 NH1700'ROAD.
 NH1700'REFERENCES
 NH1700'333 DEGREES 72.8 FT (22.2 M) UTILITY POLE
 NH1700'57 DEGREES 10.0 FT (3.0 M) BACK OF CURB
 NH1700'30 DEGREES 53.3 FT (16.2 M) TELEPHONE CABLE MARKER
 NH1700
 NH1700                          STATION RECOVERY (2003)
 NH1700
 NH1700'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1700'RECOVERED AS DESCRIBED.  ALL REFERENCE TIES PRESENT.
 NH1700
 NH1700                          STATION RECOVERY (2004)
 NH1700
 NH1700'RECOVERY NOTE BY US POWER SQUADRON 2004 (EFU)
 NH1700'DISK STAMPED VILLAGE OF BARRINGTON HILLS, B001,STAMPED 1991
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1710 ***********************************************************************
 NH1710  DESIGNATION -  BH02
 NH1710  PID         -  NH1710
 NH1710  STATE/COUNTY-  IL/COOK
 NH1710  USGS QUAD   -  BARRINGTON (1983)
 NH1710
 NH1710                         *CURRENT SURVEY CONTROL
 NH1710  ___________________________________________________________________
 NH1710* NAD 83(1997)-  42 11 10.29403(N)    088 14 17.22824(W)     ADJUSTED  
 NH1710* NAVD 88     -       257.4    (meters)     844.     (feet)  VERTCON   
 NH1710  ___________________________________________________________________
 NH1710  X           -     145,529.031 (meters)                     COMP
 NH1710  Y           -  -4,731,063.402 (meters)                     COMP
 NH1710  Z           -   4,261,100.721 (meters)                     COMP
 NH1710  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NH1710  ELLIP HEIGHT-         223.57  (meters)          (03/08/05) GPS OBS
 NH1710  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NH1710
 NH1710  HORZ ORDER  -  SECOND
 NH1710  ELLP ORDER  -  FOURTH    CLASS I
 NH1710
 NH1710.The horizontal coordinates were established by GPS observations
 NH1710.and adjusted by the National Geodetic Survey in October 1999..
 NH1710
 NH1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1710
 NH1710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1710
 NH1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1710
 NH1710.The ellipsoidal height was determined by GPS observations
 NH1710.and is referenced to NAD 83.
 NH1710
 NH1710.The geoid height was determined by GEOID03.
 NH1710
 NH1710;                    North         East     Units Scale Factor Converg.
 NH1710;SPC IL E     -   612,787.862   307,865.349   MT  0.99997576   +0 03 50.2
 NH1710;SPC IL E     - 2,010,454.84  1,010,054.90   sFT  0.99997576   +0 03 50.2
 NH1710;UTM  16      - 4,671,191.219   397,760.597   MT  0.99972862   -0 49 53.5
 NH1710
 NH1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1710!SPC IL E     -   0.99996494  x   0.99997576  =   0.99994070
 NH1710!UTM  16      -   0.99996494  x   0.99972862  =   0.99969357
 NH1710
 NH1710                          SUPERSEDED SURVEY CONTROL
 NH1710
 NH1710  ELLIP H (10/21/99)  223.60   (m)                       GP(       ) 4 1
 NH1710  NAD 83(1997)-  42 11 10.29405(N)    088 14 17.22826(W) AD(       ) 2
 NH1710  NAD 83(1997)-  42 11 10.29027(N)    088 14 17.23958(W) AD(       ) 2
 NH1710  ELLIP H (05/28/93)  223.52   (m)                       GP(       ) 4 2
 NH1710  NGVD 29 (05/28/93)  257.5    (m)          845.     (f) GPS OBS        
 NH1710
 NH1710.Superseded values are not recommended for survey control.
 NH1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1710.See file dsdata.txt to determine how the superseded data were derived.
 NH1710
 NH1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9776171191(NAD 83)
 NH1710_MARKER: DD = SURVEY DISK
 NH1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1710_SP_SET: CONCRETE POST
 NH1710_STAMPING: B002
 NH1710_MARK LOGO: IL0512
 NH1710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1710+STABILITY: SURFACE MOTION
 NH1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1710+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1710
 NH1710  HISTORY     - Date     Condition        Report By
 NH1710  HISTORY     - 1991     MONUMENTED       MSE
 NH1710  HISTORY     - 20030729 GOOD             GEWALT
 NH1710  HISTORY     - 20060322 MARK NOT FOUND   USPSQD
 NH1710
 NH1710                          STATION DESCRIPTION
 NH1710
 NH1710'DESCRIBED BY MSE CORPORATION 1991
 NH1710'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1710'5.25 MILES WEST AND 2.25 MILES NORTH TO THE INTERSECTION OF CHURCH RD
 NH1710'AND ALGONQUIN RD, SOUTH 150 FEET. MONUMENT IS 1.0 FEET EAST OF THE
 NH1710'EAST EDGE OF PAVEMENT, 25 FEET NORTH OF THE CENTERLINE OF THE
 NH1710'ENTRANCE TO THE CEMETARY.
 NH1710'REFERENCES
 NH1710'243 DEGREES MAG. 40.4 FEET TO THE FACE OF THE NORTH GATE POST
 NH1710'330 DEGREES MAG. 65.1 FEET THE FACE OF A POWER POLE
 NH1710'86 DEGREES MAG. 34.0 FEET TO A 3 INCH TREE
 NH1710
 NH1710                          STATION RECOVERY (2003)
 NH1710
 NH1710'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1710'RECOVERED AS DESCRIBED. TIE (86 DEGREES MAG. 34.0 FEET TO A 3 INCH
 NH1710'TREE) IS NOT FOUND
 NH1710
 NH1710                          STATION RECOVERY (2006)
 NH1710
 NH1710'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRS)
 NH1710'MARK NOT FOUND.   DIRECTIONS WERE NOT CONSISTENT WITH LATITUDE AND
 NH1710'LONGITUDE COORDINATES GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8601 ***********************************************************************
 DG8601  DESIGNATION -  BH03 AZ MK
 DG8601  PID         -  DG8601
 DG8601  STATE/COUNTY-  IL/MCHENRY
 DG8601  USGS QUAD   -  BARRINGTON (1983)
 DG8601
 DG8601                         *CURRENT SURVEY CONTROL
 DG8601  ___________________________________________________________________
 DG8601* NAD 83(1997)-  42 10 53.38123(N)    088 12 59.51719(W)     ADJUSTED  
 DG8601* NAVD 88     -       235.4    (meters)     772.     (feet)  GPS OBS   
 DG8601  ___________________________________________________________________
 DG8601  X           -     147,321.867 (meters)                     COMP
 DG8601  Y           -  -4,731,342.244 (meters)                     COMP
 DG8601  Z           -   4,260,699.289 (meters)                     COMP
 DG8601  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DG8601  ELLIP HEIGHT-         201.62  (meters)          (02/03/05) GPS OBS
 DG8601  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DG8601
 DG8601  HORZ ORDER  -  FIRST
 DG8601  ELLP ORDER  -  FOURTH    CLASS II
 DG8601
 DG8601.The horizontal coordinates were established by GPS observations
 DG8601.and adjusted by the GEWALT-HAMILTON in December 2004..
 DG8601
 DG8601.The orthometric height was determined by GPS observations and a
 DG8601.high-resolution geoid model.
 DG8601
 DG8601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8601
 DG8601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8601
 DG8601.The ellipsoidal height was determined by GPS observations
 DG8601.and is referenced to NAD 83.
 DG8601
 DG8601.The geoid height was determined by GEOID03.
 DG8601
 DG8601;                    North         East     Units Scale Factor Converg.
 DG8601;SPC IL E     -   612,268.251   309,649.246   MT  0.99997615   +0 04 42.3
 DG8601;SPC IL E     - 2,008,750.09  1,015,907.57   sFT  0.99997615   +0 04 42.3
 DG8601;UTM  16      - 4,670,643.930   399,535.713   MT  0.99972419   -0 49 01.0
 DG8601
 DG8601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8601!SPC IL E     -   0.99996838  x   0.99997615  =   0.99994453
 DG8601!UTM  16      -   0.99996838  x   0.99972419  =   0.99969258
 DG8601
 DG8601|---------------------------------------------------------------------|
 DG8601| PID    Reference Object                     Distance      Geod. Az  |
 DG8601|                                                           dddmmss.s |
 DG8601| DG8602 BH03R                               221.655 METERS 35223     |
 DG8601|---------------------------------------------------------------------|
 DG8601
 DG8601                          SUPERSEDED SURVEY CONTROL
 DG8601
 DG8601  ELLIP H (12/29/04)  201.65   (m)                       GP(       ) 3 2
 DG8601
 DG8601.Superseded values are not recommended for survey control.
 DG8601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8601.See file dsdata.txt to determine how the superseded data were derived.
 DG8601
 DG8601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9953670644(NAD 83)
 DG8601_MARKER: DD = SURVEY DISK
 DG8601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8601_STAMPING: BH03 AZ MK
 DG8601_MARK LOGO: GEWALT
 DG8601_PROJECTION: FLUSH
 DG8601_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8601+STABILITY: SURFACE MOTION
 DG8601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8601+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2003
 DG8601
 DG8601  HISTORY     - Date     Condition        Report By
 DG8601  HISTORY     - 20030912 MONUMENTED       GEWALT
 DG8601
 DG8601                          STATION DESCRIPTION
 DG8601
 DG8601'DESCRIBED BY GEWALT-HAMILTON 2003 (DB)
 DG8601'THE STATION IS LOCATED WITHIN BARRINGTON HILLS VILLAGE LIMITS
 DG8601'APPROXIMATELY 4.6 MI NNW FROM BARRINGTON HILLS VILLAGE HALL IN THE NW
 DG8601'QUARTER OF  SECTION 29 TOWNSHIP 43N RANGE 9E IN MCHENRY COUNTY
 DG8601' 
 DG8601'THE STATION IS IN RIGHT-OF-WAY LAND ON EAST SIDE OF ROCK RIDGE ROAD.
 DG8601'TO REACH THE STATION FROM BARRINGTON HILLS VILLAGE HALL AT THE
 DG8601'INTERSECTION  ILLINOIS ROUTE 68 AND 62 PROCEED EAST ON ROUTE 68 1500
 DG8601'FEET TO THE INTERSECTION WITH  ILLINOIS ROUTE 59. PROCEED NORTHEAST ON
 DG8601'ROUTE 59 TO THE INTERSECTION WITH US HIGHWAY  14. PROCEED NORTHWEST ON
 DG8601'US HWY 14 TO THE INTERSECTION WITH PLUM TREE ROAD. PROCEED  WEST ON
 DG8601'PLUM TREE ROAD 1.1 MI TO THE INTERSECTION WITH ROCK RIDGE ROAD. TURN
 DG8601'RIGHT  ONTO ROCK RIDGE ROAD AND PROCEED SOUTH 0.14 MI (0.2 KM) TO
 DG8601'STATION ON THE LEFT.
 DG8601' 
 DG8601'THE STATION IS 176.0 FEET SOUTHEAST OF CENTERLINE OF ASPHALT DRIVEWAY
 DG8601'ONTO 17 ROCK  RIDGE ROAD, 12.4 FEET EAST OF CENTERLINE OF ROCK RIDGE,
 DG8601'AND 162.3 FEET SOUTHWEST OF  NORTHWEST CORNER OF TWO STORY BRICK
 DG8601'BUILDING AT 17 ROCK RIDGE ROAD. NOTE  DATUM  POINT SET IN 2-INCH
 DG8601'DIAMETER BRASS DISK SET FLUSH WITH GROUND IN 12 INCH CONCRETE  COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8602 ***********************************************************************
 DG8602  DESIGNATION -  BH03R
 DG8602  PID         -  DG8602
 DG8602  STATE/COUNTY-  IL/MCHENRY
 DG8602  USGS QUAD   -  BARRINGTON (1983)
 DG8602
 DG8602                         *CURRENT SURVEY CONTROL
 DG8602  ___________________________________________________________________
 DG8602* NAD 83(1997)-  42 11 00.50157(N)    088 13 00.79845(W)     ADJUSTED  
 DG8602* NAVD 88     -       239.2    (meters)     785.     (feet)  GPS OBS   
 DG8602  ___________________________________________________________________
 DG8602  X           -     147,287.973 (meters)                     COMP
 DG8602  Y           -  -4,731,198.471 (meters)                     COMP
 DG8602  Z           -   4,260,864.602 (meters)                     COMP
 DG8602  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DG8602  ELLIP HEIGHT-         205.36  (meters)          (02/03/05) GPS OBS
 DG8602  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 DG8602
 DG8602  HORZ ORDER  -  FIRST
 DG8602  ELLP ORDER  -  FOURTH    CLASS II
 DG8602
 DG8602.The horizontal coordinates were established by GPS observations
 DG8602.and adjusted by the GEWALT-HAMILTON in December 2004..
 DG8602
 DG8602.The orthometric height was determined by GPS observations and a
 DG8602.high-resolution geoid model.
 DG8602
 DG8602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8602
 DG8602.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8602
 DG8602.The ellipsoidal height was determined by GPS observations
 DG8602.and is referenced to NAD 83.
 DG8602
 DG8602.The geoid height was determined by GEOID03.
 DG8602
 DG8602;                    North         East     Units Scale Factor Converg.
 DG8602;SPC IL E     -   612,487.901   309,619.544   MT  0.99997614   +0 04 41.5
 DG8602;SPC IL E     - 2,009,470.72  1,015,810.12   sFT  0.99997614   +0 04 41.5
 DG8602;UTM  16      - 4,670,863.963   399,509.453   MT  0.99972425   -0 49 02.0
 DG8602
 DG8602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8602!SPC IL E     -   0.99996779  x   0.99997614  =   0.99994393
 DG8602!UTM  16      -   0.99996779  x   0.99972425  =   0.99969205
 DG8602
 DG8602|---------------------------------------------------------------------|
 DG8602| PID    Reference Object                     Distance      Geod. Az  |
 DG8602|                                                           dddmmss.s |
 DG8602| DG8601 BH03 AZ MK                          221.655 METERS 17223     |
 DG8602|---------------------------------------------------------------------|
 DG8602
 DG8602                          SUPERSEDED SURVEY CONTROL
 DG8602
 DG8602  ELLIP H (12/29/04)  205.39   (m)                       GP(       ) 3 2
 DG8602
 DG8602.Superseded values are not recommended for survey control.
 DG8602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8602.See file dsdata.txt to determine how the superseded data were derived.
 DG8602
 DG8602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9950970864(NAD 83)
 DG8602_MARKER: I = METAL ROD
 DG8602_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG8602_STAMPING: BH03R
 DG8602_MARK LOGO: GEWALT
 DG8602_PROJECTION: RECESSED 15 CENTIMETERS
 DG8602_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8602+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2003
 DG8602_ROD/PIPE-DEPTH:  3.0 meters
 DG8602_SLEEVE-DEPTH  :  0.9 meters
 DG8602
 DG8602  HISTORY     - Date     Condition        Report By
 DG8602  HISTORY     - 20030912 MONUMENTED       GEWALT
 DG8602
 DG8602                          STATION DESCRIPTION
 DG8602
 DG8602'DESCRIBED BY GEWALT-HAMILTON 2003 (DB)
 DG8602'THE STATION IS LOCATED WITHIN BARRINGTON HILLS VILLAGE LIMITS
 DG8602'APPROXIMATELY 4.7 MI NNW FROM BARRINGTON HILLS VILLAGE HALL IN THE SW
 DG8602'QUARTER OF  SECTION 20 TOWNSHIP 43N RANGE 9E IN MCHENRY COUNTY
 DG8602' 
 DG8602'THE STATION IS IN RIGHT-OF-WAY LAND AT  PLUM TREE ROAD AND ROCK RIDGE
 DG8602'ROAD.
 DG8602' 
 DG8602'TO REACH THE STATION FROM BARRINGTON HILLS VILLAGE HALL AT THE
 DG8602'INTERSECTION  ILLINOIS ROUTE 68 AND 62 PROCEED EAST ON ROUTE 68 1500
 DG8602'FEET TO THE INTERSECTION WITH  ILLINOIS ROUTE 59. PROCEED NORTHEAST ON
 DG8602'ROUTE 59 TO THE INTERSECTION WITH US HIGHWAY  14. PROCEED NORTHWEST ON
 DG8602'US HWY 14 TO THE INTERSECTION WITH PLUM TREE ROAD. PROCEED  WEST ON
 DG8602'PLUM TREE ROAD 1.1 MI TO THE INTERSECTION WITH ROCK RIDGE ROAD.  THE
 DG8602'STATION IS  36.2 FEET SOUTH OF THE CL OF PLUM TREE ROAD, 13.4 FEET
 DG8602'WEST OF THE CENTERLINE ROCK RIDGE  ROAD. NOTE  ACCESS TO DATUM POINT
 DG8602'THROUGH 6-INCH LOGO CAP.
 DG8602' 
 DG8602'THE STATION IS 36.2 FEET SOUTH OF CENTERLINE OF PLUM TREE ROAD,  13.4
 DG8602'FEET WEST OF CENTERLINE OF ROCK RIDGE ROAD, AND 75.3 FEET EAST OF
 DG8602'FIRST DOUBLE  POWER POLE WEST OF PLUM TREE ROAD AND ROCK RIDGE ROAD
 DG8602'INTERSECTION, ON SOUTH SIDE OF  PLUM TREE ROAD, PP NO. 81323 AND PP
 DG8602'NO. 81324.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1704 ***********************************************************************
 NH1704  DESIGNATION -  BH04
 NH1704  PID         -  NH1704
 NH1704  STATE/COUNTY-  IL/COOK
 NH1704  USGS QUAD   -  BARRINGTON (1983)
 NH1704
 NH1704                         *CURRENT SURVEY CONTROL
 NH1704  ___________________________________________________________________
 NH1704* NAD 83(1997)-  42 11 05.24719(N)    088 11 36.29270(W)     ADJUSTED  
 NH1704* NAVD 88     -       249.0    (meters)     817.     (feet)  GPS OBS   
 NH1704  ___________________________________________________________________
 NH1704  X           -     149,223.442 (meters)                     COMP
 NH1704  Y           -  -4,731,046.753 (meters)                     COMP
 NH1704  Z           -   4,260,979.726 (meters)                     COMP
 NH1704  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 NH1704  ELLIP HEIGHT-         215.22  (meters)          (02/03/05) GPS OBS
 NH1704  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1704
 NH1704  HORZ ORDER  -  FIRST
 NH1704  ELLP ORDER  -  FOURTH    CLASS II
 NH1704
 NH1704.The horizontal coordinates were established by GPS observations
 NH1704.and adjusted by the National Geodetic Survey in April 2001..
 NH1704
 NH1704.The orthometric height was determined by GPS observations and a
 NH1704.high-resolution geoid model.
 NH1704
 NH1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1704
 NH1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1704
 NH1704.The ellipsoidal height was determined by GPS observations
 NH1704.and is referenced to NAD 83.
 NH1704
 NH1704.The geoid height was determined by GEOID03.
 NH1704
 NH1704;                    North         East     Units Scale Factor Converg.
 NH1704;SPC IL E     -   612,637.235   311,558.483   MT  0.99997664   +0 05 38.3
 NH1704;SPC IL E     - 2,009,960.66  1,022,171.46   sFT  0.99997664   +0 05 38.3
 NH1704;UTM  16      - 4,670,982.948   401,449.995   MT  0.99971950   -0 48 05.3
 NH1704
 NH1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1704!SPC IL E     -   0.99996625  x   0.99997664  =   0.99994289
 NH1704!UTM  16      -   0.99996625  x   0.99971950  =   0.99968576
 NH1704
 NH1704                          SUPERSEDED SURVEY CONTROL
 NH1704
 NH1704  ELLIP H (04/24/01)  215.24   (m)                       GP(       ) 4 1
 NH1704  NAD 83(1997)-  42 11 05.24859(N)    088 11 36.29203(W) AD(       ) 2
 NH1704  ELLIP H (10/21/99)  215.24   (m)                       GP(       ) 4 1
 NH1704  NAD 83(1997)-  42 11 05.24860(N)    088 11 36.29206(W) AD(       ) 2
 NH1704  NAD 83(1997)-  42 11 05.24487(N)    088 11 36.30349(W) AD(       ) 2
 NH1704  ELLIP H (05/28/93)  215.15   (m)                       GP(       ) 4 2
 NH1704  NGVD 29 (05/28/93)  249.1    (m)          817.     (f) GPS OBS        
 NH1704
 NH1704.Superseded values are not recommended for survey control.
 NH1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1704.See file dsdata.txt to determine how the superseded data were derived.
 NH1704
 NH1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0145070983(NAD 83)
 NH1704_MARKER: DD = SURVEY DISK
 NH1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1704_SP_SET: CONCRETE POST
 NH1704_STAMPING: B004
 NH1704_MARK LOGO: IL0512
 NH1704_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1704+STABILITY: SURFACE MOTION
 NH1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1704+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1704
 NH1704  HISTORY     - Date     Condition        Report By
 NH1704  HISTORY     - 1991     MONUMENTED       MSE
 NH1704  HISTORY     - 20001116 GOOD             SECI
 NH1704  HISTORY     - 20030729 GOOD             GEWALT
 NH1704  HISTORY     - 20060322 MARK NOT FOUND   USPSQD
 NH1704
 NH1704                          STATION DESCRIPTION
 NH1704
 NH1704'DESCRIBED BY MSE CORPORATION 1991
 NH1704'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1704'3.0 MILES WEST AND 2.1 MILES NORTH TO THE INTERSECTION OF ILLINOIS
 NH1704'HIGHWAY 14 AND KELSEY RD., NORTHWEST ALONG IL. 14 0.15 MILE. THE
 NH1704'MONUMENT IS 25 FEET SOUTH OF THE SOUTH EDGE OF PAVEMENT OF ILLINOIS
 NH1704'14 OPPOSITE THE BARRINGTON PROFESSIONAL CENTER.
 NH1704'REFERENCES
 NH1704'17 DEGREES MAG. 13.3 FEET TO THE EDGE OF PAVEMENT
 NH1704'292 DEGREES 24.5 FEET TO A REFLECTOR POST
 NH1704
 NH1704                          STATION RECOVERY (2000)
 NH1704
 NH1704'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 NH1704'RECOVERED IN GOOD CONDITION.
 NH1704
 NH1704                          STATION RECOVERY (2003)
 NH1704
 NH1704'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1704'RECOVERED AS DESCRIBED.  TIE (292 DEGREES MAG. 24.5 FEET TO A
 NH1704'REFLECTOR POST) NOT FOUND
 NH1704
 NH1704                          STATION RECOVERY (2006)
 NH1704
 NH1704'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRS)
 NH1704'MARK NOT FOUND.   DIRECTIONS WERE NOT CONSISTENT WITH LATITUDE AND
 NH1704'LONGITUDE COORDINATES GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1702 ***********************************************************************
 NH1702  DESIGNATION -  BH05
 NH1702  PID         -  NH1702
 NH1702  STATE/COUNTY-  IL/LAKE
 NH1702  USGS QUAD   -  BARRINGTON (1983)
 NH1702
 NH1702                         *CURRENT SURVEY CONTROL
 NH1702  ___________________________________________________________________
 NH1702* NAD 83(1997)-  42 10 33.05328(N)    088 10 34.55490(W)     ADJUSTED  
 NH1702* NAVD 88     -       237.2    (meters)     778.     (feet)  VERTCON   
 NH1702  ___________________________________________________________________
 NH1702  X           -     150,660.450 (meters)                     COMP
 NH1702  Y           -  -4,731,659.824 (meters)                     COMP
 NH1702  Z           -   4,260,235.698 (meters)                     COMP
 NH1702  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 NH1702  ELLIP HEIGHT-         203.44  (meters)          (03/08/05) GPS OBS
 NH1702  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1702
 NH1702  HORZ ORDER  -  SECOND
 NH1702  ELLP ORDER  -  FOURTH    CLASS I
 NH1702
 NH1702.The horizontal coordinates were established by GPS observations
 NH1702.and adjusted by the National Geodetic Survey in October 1999..
 NH1702
 NH1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1702
 NH1702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1702
 NH1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1702
 NH1702.The ellipsoidal height was determined by GPS observations
 NH1702.and is referenced to NAD 83.
 NH1702
 NH1702.The geoid height was determined by GEOID03.
 NH1702
 NH1702;                    North         East     Units Scale Factor Converg.
 NH1702;SPC IL E     -   611,646.393   312,976.998   MT  0.99997707   +0 06 19.6
 NH1702;SPC IL E     - 2,006,709.87  1,026,825.37   sFT  0.99997707   +0 06 19.6
 NH1702;UTM  16      - 4,669,970.323   402,852.491   MT  0.99971612   -0 47 23.3
 NH1702
 NH1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1702!SPC IL E     -   0.99996809  x   0.99997707  =   0.99994516
 NH1702!UTM  16      -   0.99996809  x   0.99971612  =   0.99968422
 NH1702
 NH1702                          SUPERSEDED SURVEY CONTROL
 NH1702
 NH1702  NAD 83(1997)-  42 10 33.05330(N)    088 10 34.55494(W) AD(       ) 2
 NH1702  NAD 83(1997)-  42 10 33.04968(N)    088 10 34.56650(W) AD(       ) 2
 NH1702  ELLIP H (05/28/93)  203.35   (m)                       GP(       ) 4 2
 NH1702  NGVD 29 (05/28/93)  237.3    (m)          779.     (f) GPS OBS        
 NH1702
 NH1702.Superseded values are not recommended for survey control.
 NH1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1702.See file dsdata.txt to determine how the superseded data were derived.
 NH1702
 NH1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0285269970(NAD 83)
 NH1702_MARKER: DD = SURVEY DISK
 NH1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1702_SP_SET: CONCRETE POST
 NH1702_STAMPING: BH05
 NH1702_MARK LOGO: IL0512
 NH1702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1702+STABILITY: SURFACE MOTION
 NH1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1702+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1702
 NH1702  HISTORY     - Date     Condition        Report By
 NH1702  HISTORY     - 1991     MONUMENTED       MSE
 NH1702  HISTORY     - 20030729 GOOD             GEWALT
 NH1702
 NH1702                          STATION DESCRIPTION
 NH1702
 NH1702'DESCRIBED BY MSE CORPORATION 1991
 NH1702'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1702'2.0 MILES WEST AND 1.5 MILES NORTH TO THE INTERSECTION OF ILLINOIS
 NH1702'ROUTE 14 AND CUBA RD. THE MONUMENT IS 53.0 FEET SOUTHWESTERLY OF THE
 NH1702'SOUTHEAST BOUND LANES OF IL 14 AND 170.0 FEET NORTHWESTERLY OF THE
 NH1702'SOUNWEST BOUND LANE OF CUBA ROAD.
 NH1702'REFERENCES
 NH1702'35 DEGREES MAG. 41.0 FEET TO THE EDGE OF PAVEMENT OF US 14
 NH1702'126 DEGREES MAG. 154.4 FEET TO THE EDGE OF PAVEMENT OF CUBA ROAD
 NH1702'290 DEGREES MAG. 127.5 FEET TO A POWER TRANSMISSION POLE
 NH1702
 NH1702                          STATION RECOVERY (2003)
 NH1702
 NH1702'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1702'RECOVERED AS DESCRIBED.  ALL REFERENCE TIES PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1698 ***********************************************************************
 NH1698  DESIGNATION -  BH06
 NH1698  PID         -  NH1698
 NH1698  STATE/COUNTY-  IL/MCHENRY
 NH1698  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1698
 NH1698                         *CURRENT SURVEY CONTROL
 NH1698  ___________________________________________________________________
 NH1698* NAD 83(1997)-  42 10 06.33986(N)    088 15 26.91782(W)     ADJUSTED  
 NH1698* NAVD 88     -       267.1    (meters)     876.     (feet)  GPS OBS   
 NH1698  ___________________________________________________________________
 NH1698  X           -     143,971.075 (meters)                     COMP
 NH1698  Y           -  -4,732,443.926 (meters)                     COMP
 NH1698  Z           -   4,259,644.920 (meters)                     COMP
 NH1698  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 NH1698  ELLIP HEIGHT-         233.39  (meters)          (02/03/05) GPS OBS
 NH1698  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NH1698
 NH1698  HORZ ORDER  -  FIRST
 NH1698  ELLP ORDER  -  FOURTH    CLASS II
 NH1698
 NH1698.The horizontal coordinates were established by GPS observations
 NH1698.and adjusted by the National Geodetic Survey in April 2001..
 NH1698
 NH1698.The orthometric height was determined by GPS observations and a
 NH1698.high-resolution geoid model.
 NH1698
 NH1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1698
 NH1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1698
 NH1698.The ellipsoidal height was determined by GPS observations
 NH1698.and is referenced to NAD 83.
 NH1698
 NH1698.The geoid height was determined by GEOID03.
 NH1698
 NH1698;                    North         East     Units Scale Factor Converg.
 NH1698;SPC IL E     -   610,813.024   306,267.984   MT  0.99997548   +0 03 03.3
 NH1698;SPC IL E     - 2,003,975.73  1,004,814.21   sFT  0.99997548   +0 03 03.3
 NH1698;UTM  16      - 4,669,242.060   396,132.968   MT  0.99973274   -0 50 39.2
 NH1698
 NH1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1698!SPC IL E     -   0.99996340  x   0.99997548  =   0.99993888
 NH1698!UTM  16      -   0.99996340  x   0.99973274  =   0.99969615
 NH1698
 NH1698                          SUPERSEDED SURVEY CONTROL
 NH1698
 NH1698  ELLIP H (04/24/01)  233.41   (m)                       GP(       ) 4 1
 NH1698  NAD 83(1997)-  42 10 06.34108(N)    088 15 26.91703(W) AD(       ) 2
 NH1698  ELLIP H (10/21/99)  233.43   (m)                       GP(       ) 4 1
 NH1698  NAD 83(1997)-  42 10 06.34110(N)    088 15 26.91705(W) AD(       ) 2
 NH1698  NAD 83(1997)-  42 10 06.33734(N)    088 15 26.92840(W) AD(       ) 2
 NH1698  ELLIP H (05/28/93)  233.34   (m)                       GP(       ) 4 2
 NH1698  NGVD 29 (05/28/93)  267.2    (m)          877.     (f) GPS OBS        
 NH1698
 NH1698.Superseded values are not recommended for survey control.
 NH1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1698.See file dsdata.txt to determine how the superseded data were derived.
 NH1698
 NH1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9613369242(NAD 83)
 NH1698_MARKER: DD = SURVEY DISK
 NH1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1698_SP_SET: CONCRETE POST
 NH1698_STAMPING: B006
 NH1698_MARK LOGO: IL0512
 NH1698_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1698+STABILITY: SURFACE MOTION
 NH1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1698+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1698
 NH1698  HISTORY     - Date     Condition        Report By
 NH1698  HISTORY     - 1991     MONUMENTED       MSE
 NH1698  HISTORY     - 20001116 GOOD             SECI
 NH1698  HISTORY     - 20030729 GOOD             GEWALT
 NH1698
 NH1698                          STATION DESCRIPTION
 NH1698
 NH1698'DESCRIBED BY MSE CORPORATION 1991
 NH1698'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1698'5.8 MILES WEST AND 1.0 MILES NORTH TO THE INTERSECTION OF SPRING
 NH1698'CREEK RD. AND HAEGERS BEND RD., SOUTH 55 FEET TO THE MONUMENT 7.2
 NH1698'FEET EAST OF THE EAST EDGE OF PAVEMENT OF HAEGERS BEND ROAD.
 NH1698'REFERENCES
 NH1698'262 DEGREES MAG. 32.2 FEET TO A ROAD SIGN
 NH1698'0 DEGREES MAG. 10.0 FEET TO A STOP SIGN
 NH1698'82 DEGREES MAG. 23.5 FEET TO THE THIRD FENCE POST SOUTH OF THE CORNER
 NH1698'POST
 NH1698'268 DEGREES MAG. 7.2 FEET TO THE EDGE OF PAVEMENT
 NH1698
 NH1698                          STATION RECOVERY (2000)
 NH1698
 NH1698'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 NH1698'RECOVERED IN GOOD CONDITION.
 NH1698
 NH1698                          STATION RECOVERY (2003)
 NH1698
 NH1698'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1698'REFERENCE TIE (262 DEGREES MAG. 32.2 FEET TO A ROAD SIGN) NOT
 NH1698'RECOVERED.  REFRENCE TIE (268 DEGREE MAG. 7.2 FEET TO THE EDGE OF
 NH1698'PAVEMENT) SHOULD READ (... 2.5 FEET TO THE EDGE OF PAVEMENT)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1708 ***********************************************************************
 NH1708  DESIGNATION -  BH07
 NH1708  PID         -  NH1708
 NH1708  STATE/COUNTY-  IL/MCHENRY
 NH1708  USGS QUAD   -  BARRINGTON (1983)
 NH1708
 NH1708                         *CURRENT SURVEY CONTROL
 NH1708  ___________________________________________________________________
 NH1708* NAD 83(1997)-  42 10 07.59837(N)    088 14 18.27798(W)     ADJUSTED  
 NH1708* NAVD 88     -       261.0    (meters)     856.     (feet)  VERTCON   
 NH1708  ___________________________________________________________________
 NH1708  X           -     145,544.965 (meters)                     COMP
 NH1708  Y           -  -4,732,365.090 (meters)                     COMP
 NH1708  Z           -   4,259,669.526 (meters)                     COMP
 NH1708  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NH1708  ELLIP HEIGHT-         227.17  (meters)          (03/08/05) GPS OBS
 NH1708  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH1708
 NH1708  HORZ ORDER  -  SECOND
 NH1708  ELLP ORDER  -  FOURTH    CLASS I
 NH1708
 NH1708.The horizontal coordinates were established by GPS observations
 NH1708.and adjusted by the National Geodetic Survey in October 1999..
 NH1708
 NH1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1708
 NH1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1708
 NH1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1708
 NH1708.The ellipsoidal height was determined by GPS observations
 NH1708.and is referenced to NAD 83.
 NH1708
 NH1708.The geoid height was determined by GEOID03.
 NH1708
 NH1708;                    North         East     Units Scale Factor Converg.
 NH1708;SPC IL E     -   610,853.430   307,843.413   MT  0.99997576   +0 03 49.4
 NH1708;SPC IL E     - 2,004,108.29  1,009,982.93   sFT  0.99997576   +0 03 49.4
 NH1708;UTM  16      - 4,669,257.844   397,708.450   MT  0.99972875   -0 49 53.2
 NH1708
 NH1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1708!SPC IL E     -   0.99996437  x   0.99997576  =   0.99994013
 NH1708!UTM  16      -   0.99996437  x   0.99972875  =   0.99969313
 NH1708
 NH1708                          SUPERSEDED SURVEY CONTROL
 NH1708
 NH1708  ELLIP H (10/21/99)  227.20   (m)                       GP(       ) 4 1
 NH1708  NAD 83(1997)-  42 10 07.59839(N)    088 14 18.27800(W) AD(       ) 2
 NH1708  NAD 83(1997)-  42 10 07.59461(N)    088 14 18.28933(W) AD(       ) 2
 NH1708  ELLIP H (05/28/93)  227.12   (m)                       GP(       ) 4 2
 NH1708  NGVD 29 (05/28/93)  261.0    (m)          856.     (f) GPS OBS        
 NH1708
 NH1708.Superseded values are not recommended for survey control.
 NH1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1708.See file dsdata.txt to determine how the superseded data were derived.
 NH1708
 NH1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9770869258(NAD 83)
 NH1708_MARKER: DD = SURVEY DISK
 NH1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1708_SP_SET: CONCRETE POST
 NH1708_STAMPING: B007
 NH1708_MARK LOGO: IL0512
 NH1708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1708+STABILITY: SURFACE MOTION
 NH1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1708+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 NH1708
 NH1708  HISTORY     - Date     Condition        Report By
 NH1708  HISTORY     - 1991     MONUMENTED       MSE
 NH1708  HISTORY     - 20030729 GOOD             GEWALT
 NH1708  HISTORY     - 20041113 GOOD             USPSQD
 NH1708  HISTORY     - 20060310 MARK NOT FOUND   USPSQD
 NH1708
 NH1708                          STATION DESCRIPTION
 NH1708
 NH1708'DESCRIBED BY MSE CORPORATION 1991
 NH1708'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1708'6.3 MILES WEST AND 1.0 MILES NORTH TO THE INTERSECTION OF SPRING
 NH1708'CREEK RD. AND HAEGERS BEND RD., 1.0 MILE EAST ON SPRING CREEK ROAD.
 NH1708'THE MONUMENT IS LOCATED 3.0 FEET SOUTH OF THE EDGE OF PAVEMENT OF
 NH1708'SPRING CREEK ROAD AND 30 FEET EAST OF THE CENTERLINE OF A GRAVEL
 NH1708'DRIVE TO AN ELECTRIC SUB STATION.
 NH1708
 NH1708                          STATION RECOVERY (2003)
 NH1708
 NH1708'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1708'MONUMENT IS IN PROXIMITY TO ELECTRIC TOWER TRANSMISSION LINE
 NH1708
 NH1708                          STATION RECOVERY (2004)
 NH1708
 NH1708'RECOVERY NOTE BY US POWER SQUADRON 2004 (PA)
 NH1708'MARK IS 14 INCHES FROM EDGE OF SPRING CREEK ROAD PAVEMENT.ALL OTHER
 NH1708'INFORMATION IS GOOD.
 NH1708
 NH1708                          STATION RECOVERY (2006)
 NH1708
 NH1708'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRS)
 NH1708'MARK NOT FOUND.  DIRECTIONS ARE GOOD, HOWEVER SITE IS WOODED AND
 NH1708'APPEARS TO BE DONE OVER WITH RECENT LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1707 ***********************************************************************
 NH1707  DESIGNATION -  BH08
 NH1707  PID         -  NH1707
 NH1707  STATE/COUNTY-  IL/MCHENRY
 NH1707  USGS QUAD   -  BARRINGTON (1983)
 NH1707
 NH1707                         *CURRENT SURVEY CONTROL
 NH1707  ___________________________________________________________________
 NH1707* NAD 83(1997)-  42 10 07.62968(N)    088 13 32.33188(W)     ADJUSTED  
 NH1707* NAVD 88     -       258.3    (meters)     847.     (feet)  VERTCON   
 NH1707  ___________________________________________________________________
 NH1707  X           -     146,599.029 (meters)                     COMP
 NH1707  Y           -  -4,732,329.941 (meters)                     COMP
 NH1707  Z           -   4,259,668.463 (meters)                     COMP
 NH1707  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 NH1707  ELLIP HEIGHT-         224.52  (meters)          (03/08/05) GPS OBS
 NH1707  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH1707
 NH1707  HORZ ORDER  -  SECOND
 NH1707  ELLP ORDER  -  FOURTH    CLASS I
 NH1707
 NH1707.The horizontal coordinates were established by GPS observations
 NH1707.and adjusted by the National Geodetic Survey in October 1999..
 NH1707
 NH1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1707
 NH1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1707
 NH1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1707
 NH1707.The ellipsoidal height was determined by GPS observations
 NH1707.and is referenced to NAD 83.
 NH1707
 NH1707.The geoid height was determined by GEOID03.
 NH1707
 NH1707;                    North         East     Units Scale Factor Converg.
 NH1707;SPC IL E     -   610,855.648   308,897.995   MT  0.99997597   +0 04 20.2
 NH1707;SPC IL E     - 2,004,115.57  1,013,442.84   sFT  0.99997597   +0 04 20.2
 NH1707;UTM  16      - 4,669,243.590   398,762.676   MT  0.99972611   -0 49 22.3
 NH1707
 NH1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1707!SPC IL E     -   0.99996479  x   0.99997597  =   0.99994076
 NH1707!UTM  16      -   0.99996479  x   0.99972611  =   0.99969091
 NH1707
 NH1707                          SUPERSEDED SURVEY CONTROL
 NH1707
 NH1707  ELLIP H (10/21/99)  224.55   (m)                       GP(       ) 4 1
 NH1707  NAD 83(1997)-  42 10 07.62970(N)    088 13 32.33190(W) AD(       ) 2
 NH1707  NAD 83(1997)-  42 10 07.62593(N)    088 13 32.34324(W) AD(       ) 2
 NH1707  ELLIP H (05/28/93)  224.47   (m)                       GP(       ) 4 2
 NH1707  NGVD 29 (05/28/93)  258.4    (m)          848.     (f) GPS OBS        
 NH1707
 NH1707.Superseded values are not recommended for survey control.
 NH1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1707.See file dsdata.txt to determine how the superseded data were derived.
 NH1707
 NH1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9876369244(NAD 83)
 NH1707_MARKER: DD = SURVEY DISK
 NH1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1707_SP_SET: CONCRETE POST
 NH1707_STAMPING: B008
 NH1707_MARK LOGO: IL0512
 NH1707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1707+STABILITY: SURFACE MOTION
 NH1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1707+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 NH1707
 NH1707  HISTORY     - Date     Condition        Report By
 NH1707  HISTORY     - 1991     MONUMENTED       MSE
 NH1707  HISTORY     - 20030729 GOOD             GEWALT
 NH1707  HISTORY     - 20041113 GOOD             USPSQD
 NH1707
 NH1707                          STATION DESCRIPTION
 NH1707
 NH1707'DESCRIBED BY MSE CORPORATION 1991
 NH1707'FROM THE INTERSECTION OF MAIN STREET AND HOUGH STREETS IN BARRINGTON
 NH1707'HILLS, 3.5 MILES WEST ON MAIN STREET TO THE MCHENRY COUNTY LAKE
 NH1707'COUNTY LINE ROAD INTERSECTION (RIDGE ROAD), NORTH 1.0 MILES ON RIDGE
 NH1707'ROAD TO SPRING CREEK ROAD, WEST 1.5 MILES ON SPRING CREEK ROAD TO THE
 NH1707'STATION ON THE NORTH SIDE OF THE ROAD. THE MONUMENT IS 100 FEET EAST
 NH1707'OF A PRIVATE DRIVE TO HOUSE NUMBER 30W-30S. 1.5 FEET NORTH FO THE
 NH1707'NORTH EDGE OF PAVEMENT.
 NH1707'REFERENCES
 NH1707'180 DEGREES MAG. 1.5 FEET TO THE EDGE OF PAVEMENT
 NH1707'247 DEGREES MAG. 114.0 FEET TO A MAILBOX
 NH1707'70 DEGREES MAG. 50.5 FEET TO A POWER POLE
 NH1707
 NH1707                          STATION RECOVERY (2003)
 NH1707
 NH1707'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1707'REFERENCE TIE (70 DEGREES MAG. 50.5 FEET TO A POWER POLE WAS NOT
 NH1707'RECOVERED)
 NH1707
 NH1707                          STATION RECOVERY (2004)
 NH1707
 NH1707'RECOVERY NOTE BY US POWER SQUADRON 2004 (RES)
 NH1707'STATON MARK DISK STAMPED 1991.
 NH1707'STATION IS 5 INCHES BELOW PAVED ROAD SURFACE.  ALL OTHER INFORMATION
 NH1707'IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1706 ***********************************************************************
 NH1706  DESIGNATION -  BH09
 NH1706  PID         -  NH1706
 NH1706  STATE/COUNTY-  IL/MCHENRY
 NH1706  USGS QUAD   -  BARRINGTON (1983)
 NH1706
 NH1706                         *CURRENT SURVEY CONTROL
 NH1706  ___________________________________________________________________
 NH1706* NAD 83(1997)-  42 10 07.57067(N)    088 13 09.07521(W)     ADJUSTED  
 NH1706* NAVD 88     -       255.9    (meters)     840.     (feet)  VERTCON   
 NH1706  ___________________________________________________________________
 NH1706  X           -     147,132.587 (meters)                     COMP
 NH1706  Y           -  -4,732,312.803 (meters)                     COMP
 NH1706  Z           -   4,259,665.482 (meters)                     COMP
 NH1706  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NH1706  ELLIP HEIGHT-         222.09  (meters)          (03/08/05) GPS OBS
 NH1706  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH1706
 NH1706  HORZ ORDER  -  SECOND
 NH1706  ELLP ORDER  -  FOURTH    CLASS I
 NH1706
 NH1706.The horizontal coordinates were established by GPS observations
 NH1706.and adjusted by the National Geodetic Survey in October 1999..
 NH1706
 NH1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1706
 NH1706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1706
 NH1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1706
 NH1706.The ellipsoidal height was determined by GPS observations
 NH1706.and is referenced to NAD 83.
 NH1706
 NH1706.The geoid height was determined by GEOID03.
 NH1706
 NH1706;                    North         East     Units Scale Factor Converg.
 NH1706;SPC IL E     -   610,854.521   309,431.799   MT  0.99997609   +0 04 35.9
 NH1706;SPC IL E     - 2,004,111.87  1,015,194.16   sFT  0.99997609   +0 04 35.9
 NH1706;UTM  16      - 4,669,234.126   399,296.264   MT  0.99972478   -0 49 06.7
 NH1706
 NH1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1706!SPC IL E     -   0.99996517  x   0.99997609  =   0.99994126
 NH1706!UTM  16      -   0.99996517  x   0.99972478  =   0.99968996
 NH1706
 NH1706                          SUPERSEDED SURVEY CONTROL
 NH1706
 NH1706  ELLIP H (10/21/99)  222.10   (m)                       GP(       ) 4 1
 NH1706  NAD 83(1997)-  42 10 07.57069(N)    088 13 09.07524(W) AD(       ) 2
 NH1706  NAD 83(1997)-  42 10 07.56694(N)    088 13 09.08660(W) AD(       ) 2
 NH1706  ELLIP H (05/28/93)  222.02   (m)                       GP(       ) 4 2
 NH1706  NGVD 29 (05/28/93)  255.9    (m)          840.     (f) GPS OBS        
 NH1706
 NH1706.Superseded values are not recommended for survey control.
 NH1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1706.See file dsdata.txt to determine how the superseded data were derived.
 NH1706
 NH1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9929669234(NAD 83)
 NH1706_MARKER: DD = SURVEY DISK
 NH1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1706_SP_SET: CONCRETE POST
 NH1706_STAMPING: B009
 NH1706_MARK LOGO: IL0512
 NH1706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1706+STABILITY: SURFACE MOTION
 NH1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1706+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 NH1706
 NH1706  HISTORY     - Date     Condition        Report By
 NH1706  HISTORY     - 1991     MONUMENTED       MSE
 NH1706  HISTORY     - 20030729 GOOD             GEWALT
 NH1706  HISTORY     - 20041113 GOOD             USPSQD
 NH1706
 NH1706                          STATION DESCRIPTION
 NH1706
 NH1706'DESCRIBED BY MSE CORPORATION 1991
 NH1706'FROM THE INTERSECTION OF MAIN STREET AND HOUGH STREETS IN BARRINGTON
 NH1706'HILLS, 3.5 MILES WEST ON MAIN STREET TO THE MCHENRY COUNTY LAKE
 NH1706'COUNTY LINE ROAD INTERSECTION (RIDGE ROAD), NORTH 1.0 MILES ON RIDGE
 NH1706'ROAD TO SPRING CREEK ROAD, WEST 1.0 MILES ON SPRING CREEK ROAD TO THE
 NH1706'INTERSECTION OF MOATE ROAD TO THE NORTH AND MEADOW HILL ROAD TO THE
 NH1706'SOUTH. THE STATION IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 NH1706'12 FEET NORTH AND 15 FEET EAST OF THE CENTER OF THE INTERSECTION
 NH1706'REFERENCES
 NH1706'80 DEGREES MAG. 11.2 FEET TO A STOP SIGN
 NH1706'290 DEGREES MAG. 47.7 FEET TO A UTILITY POLE
 NH1706'22 DEGREES MAG. 58.7 FEET TO A UTILITY POLE
 NH1706'157 DEGREES MAG. 41.5 FEET TO A FENCE CORNER POST
 NH1706
 NH1706                          STATION RECOVERY (2003)
 NH1706
 NH1706'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1706'REFERENCE TIE (22 DEGREES MAG. 58.7 FEET TO A UTILITY POLE) WAS NOT
 NH1706'RECOVERED
 NH1706
 NH1706                          STATION RECOVERY (2004)
 NH1706
 NH1706'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 NH1706'GEODETIC MARKER IS NEAR THE SIDE OF THE DESCRIBED ROAD ABOUT 6 INCHES
 NH1706'BELOW TE SUFACE.
 NH1706'TREES AND VEGETATION NEAR BY MAKE SITE UNSUITABLE FOR SATELLITE
 NH1706'OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1705 ***********************************************************************
 NH1705  DESIGNATION -  BH10
 NH1705  PID         -  NH1705
 NH1705  STATE/COUNTY-  IL/MCHENRY
 NH1705  USGS QUAD   -  BARRINGTON (1983)
 NH1705
 NH1705                         *CURRENT SURVEY CONTROL
 NH1705  ___________________________________________________________________
 NH1705* NAD 83(1997)-  42 10 07.62043(N)    088 11 58.97260(W)     ADJUSTED  
 NH1705* NAVD 88     -       245.2    (meters)     804.     (feet)  VERTCON   
 NH1705  ___________________________________________________________________
 NH1705  X           -     148,740.655 (meters)                     COMP
 NH1705  Y           -  -4,732,253.582 (meters)                     COMP
 NH1705  Z           -   4,259,659.450 (meters)                     COMP
 NH1705  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 NH1705  ELLIP HEIGHT-         211.41  (meters)          (03/08/05) GPS OBS
 NH1705  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NH1705
 NH1705  HORZ ORDER  -  SECOND
 NH1705  ELLP ORDER  -  FOURTH    CLASS I
 NH1705
 NH1705.The horizontal coordinates were established by GPS observations
 NH1705.and adjusted by the National Geodetic Survey in October 1999..
 NH1705
 NH1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1705
 NH1705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1705
 NH1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1705
 NH1705.The ellipsoidal height was determined by GPS observations
 NH1705.and is referenced to NAD 83.
 NH1705
 NH1705.The geoid height was determined by GEOID03.
 NH1705
 NH1705;                    North         East     Units Scale Factor Converg.
 NH1705;SPC IL E     -   610,858.392   311,040.835   MT  0.99997650   +0 05 22.9
 NH1705;SPC IL E     - 2,004,124.57  1,020,473.14   sFT  0.99997650   +0 05 22.9
 NH1705;UTM  16      - 4,669,212.864   400,904.756   MT  0.99972083   -0 48 19.6
 NH1705
 NH1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1705!SPC IL E     -   0.99996684  x   0.99997650  =   0.99994334
 NH1705!UTM  16      -   0.99996684  x   0.99972083  =   0.99968768
 NH1705
 NH1705                          SUPERSEDED SURVEY CONTROL
 NH1705
 NH1705  NAD 83(1997)-  42 10 07.62044(N)    088 11 58.97263(W) AD(       ) 2
 NH1705  NAD 83(1997)-  42 10 07.61669(N)    088 11 58.98402(W) AD(       ) 2
 NH1705  ELLIP H (05/28/93)  211.33   (m)                       GP(       ) 4 2
 NH1705  NGVD 29 (05/28/93)  245.3    (m)          805.     (f) GPS OBS        
 NH1705
 NH1705.Superseded values are not recommended for survey control.
 NH1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1705.See file dsdata.txt to determine how the superseded data were derived.
 NH1705
 NH1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0090569213(NAD 83)
 NH1705_MARKER: DD = SURVEY DISK
 NH1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1705_SP_SET: CONCRETE POST
 NH1705_STAMPING: B010
 NH1705_MARK LOGO: IL0512
 NH1705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1705+STABILITY: SURFACE MOTION
 NH1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1705+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NH1705
 NH1705  HISTORY     - Date     Condition        Report By
 NH1705  HISTORY     - 1991     MONUMENTED       MSE
 NH1705  HISTORY     - 20030729 GOOD             GEWALT
 NH1705  HISTORY     - 20041113 POOR             USPSQD
 NH1705  HISTORY     - 20060310 GOOD             USPSQD
 NH1705
 NH1705                          STATION DESCRIPTION
 NH1705
 NH1705'DESCRIBED BY MSE CORPORATION 1991
 NH1705'FROM THE INTERSECTION OF MAIN STREET AND HOUGH STREETS IN BARRINGTON
 NH1705'HILLS, 3.5 MILES WEST ON MAIN STREET TO THE MCHENRY COUNTY LAKE
 NH1705'COUNTY LINE ROAD INTERSECTION (RIDGE ROAD), NORTH 1.0 MILES ON RIDGE
 NH1705'ROAD TO THE INTERSECTION AND THE STATION ON THE RIGHT. THE MONUMENT
 NH1705'IS LOCATED 3 FEET EAST OF THE EAST EDGE OF PAVEMENT OF RIDGE ROAD AND
 NH1705'12 FEET NORTH OF THE CENTER OF SPRING CREEK ROAD.
 NH1705'REFERENCES
 NH1705'290 DEGREES MAG. 36.2 FEET TO A UTILITY POLE
 NH1705'32 DEGREES MAG. 15.1 FEET TO A TELEPHONE JUNCTION BOX
 NH1705'130 DEGREES MAG. 13.9 FEET TO A TELEPHONE JUNCTION BOX
 NH1705
 NH1705                          STATION RECOVERY (2003)
 NH1705
 NH1705'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1705'RECOVERED IN GOOD CONDITION.
 NH1705
 NH1705                          STATION RECOVERY (2004)
 NH1705
 NH1705'RECOVERY NOTE BY US POWER SQUADRON 2004 (EFU)
 NH1705'MARKER SHOULD BE REPLACED.  CURRENT MARKER IS A MAKESHIFT DEVICE WITH
 NH1705'3 RED LEGS WITH YELLOW HOOKS CONTAINED IN A CIRCULAR CONTAINER MARKED
 NH1705'AS THE GEODETIC MARKER HOLDER.  THE MARKER IS ABOUT FOUR INCHES BELOW
 NH1705'THE SURFACE OF THE ROAD.
 NH1705
 NH1705                          STATION RECOVERY (2006)
 NH1705
 NH1705'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRS)
 NH1705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1703 ***********************************************************************
 NH1703  DESIGNATION -  BH11
 NH1703  PID         -  NH1703
 NH1703  STATE/COUNTY-  IL/MCHENRY
 NH1703  USGS QUAD   -  BARRINGTON (1983)
 NH1703
 NH1703                         *CURRENT SURVEY CONTROL
 NH1703  ___________________________________________________________________
 NH1703* NAD 83(1997)-  42 09 48.71776(N)    088 09 47.57863(W)     ADJUSTED  
 NH1703* NAVD 88     -       240.1    (meters)     788.     (feet)  VERTCON   
 NH1703  ___________________________________________________________________
 NH1703  X           -     151,767.574 (meters)                     COMP
 NH1703  Y           -  -4,732,545.450 (meters)                     COMP
 NH1703  Z           -   4,259,223.746 (meters)                     COMP
 NH1703  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 NH1703  ELLIP HEIGHT-         206.35  (meters)          (03/08/05) GPS OBS
 NH1703  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NH1703
 NH1703  HORZ ORDER  -  SECOND
 NH1703  ELLP ORDER  -  FOURTH    CLASS I
 NH1703
 NH1703.The horizontal coordinates were established by GPS observations
 NH1703.and adjusted by the National Geodetic Survey in October 1999..
 NH1703
 NH1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1703
 NH1703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1703
 NH1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1703
 NH1703.The ellipsoidal height was determined by GPS observations
 NH1703.and is referenced to NAD 83.
 NH1703
 NH1703.The geoid height was determined by GEOID03.
 NH1703
 NH1703;                    North         East     Units Scale Factor Converg.
 NH1703;SPC IL E     -   610,280.539   314,057.833   MT  0.99997743   +0 06 51.1
 NH1703;SPC IL E     - 2,002,228.74  1,030,371.41   sFT  0.99997743   +0 06 51.1
 NH1703;UTM  16      - 4,668,588.112   403,911.577   MT  0.99971361   -0 46 51.1
 NH1703
 NH1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1703!SPC IL E     -   0.99996764  x   0.99997743  =   0.99994507
 NH1703!UTM  16      -   0.99996764  x   0.99971361  =   0.99968126
 NH1703
 NH1703                          SUPERSEDED SURVEY CONTROL
 NH1703
 NH1703  NAD 83(1997)-  42 09 48.71778(N)    088 09 47.57866(W) AD(       ) 2
 NH1703  NAD 83(1997)-  42 09 48.71405(N)    088 09 47.59011(W) AD(       ) 2
 NH1703  ELLIP H (05/28/93)  206.27   (m)                       GP(       ) 4 2
 NH1703  NGVD 29 (05/28/93)  240.2    (m)          788.     (f) GPS OBS        
 NH1703
 NH1703.Superseded values are not recommended for survey control.
 NH1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1703.See file dsdata.txt to determine how the superseded data were derived.
 NH1703
 NH1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0391268588(NAD 83)
 NH1703_MARKER: DD = SURVEY DISK
 NH1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1703_SP_SET: CONCRETE POST
 NH1703_STAMPING: B011
 NH1703_MARK LOGO: IL0512
 NH1703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1703+STABILITY: SURFACE MOTION
 NH1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1703+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1703
 NH1703  HISTORY     - Date     Condition        Report By
 NH1703  HISTORY     - 1991     MONUMENTED       MSE
 NH1703  HISTORY     - 20030729 GOOD             GEWALT
 NH1703
 NH1703                          STATION DESCRIPTION
 NH1703
 NH1703'DESCRIBED BY MSE CORPORATION 1991
 NH1703'FROM THE INTERSECTION OF MAIN STREET AND HOUGH STREETS IN BARRINGTON
 NH1703'HILLS, 1.0 MILES WEST ON MAIN STREET TO OLD HART ROAD, NORTH OF OLD
 NH1703'HART ROAD 0.5 MILE TO THE -T- INTERSECTION OF OAK ROAD TO THE WEST,
 NH1703'WEST 0.6 MILES ON OAK ROAD TO THE INTERSECTION OF PAGANILA DRIVE TO
 NH1703'THE NORTH.  NORTH ON PAGANILA DRIVE 0.25 MILE TO THE STATION ON THE
 NH1703'WEST. THE MONUMENT IS LOCATED 2 FEET WEST OF THE WEST EDGE OF
 NH1703'PAVEMENT OF PAGANILA DRIVE, 130 FEET NORTH OF THE CENTER OF A PRIVATE
 NH1703'DRIVE TO THE EAST TO HOUSE NUMBER 83, AND 270 FEET SOUTH OF THE
 NH1703'CENTER OF THE PRIVATE DRIVE TO HOUSE NUMBER 26.
 NH1703'REFERENCES
 NH1703'3 DEGREEES MAG. 263.3 FEET TO THE MAIL BOX TO HOUSE NUMBER 86
 NH1703'220 DEGREES MAG. 200.2 FEET TO THE NORTH END OF A ROW OF 8 TO 12 INCH
 NH1703'TREES
 NH1703'190 DEGREES MAG. 126.4 FEET TO THE MAIL BOX TO HOUSE NUMBER 83
 NH1703
 NH1703                          STATION RECOVERY (2003)
 NH1703
 NH1703'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1696 ***********************************************************************
 NH1696  DESIGNATION -  BH12
 NH1696  PID         -  NH1696
 NH1696  STATE/COUNTY-  IL/MCHENRY
 NH1696  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1696
 NH1696                         *CURRENT SURVEY CONTROL
 NH1696  ___________________________________________________________________
 NH1696* NAD 83(1997)-  42 09 14.27371(N)    088 15 18.02283(W)     ADJUSTED  
 NH1696* NAVD 88     -       265.3    (meters)     870.     (feet)  VERTCON   
 NH1696  ___________________________________________________________________
 NH1696  X           -     144,207.953 (meters)                     COMP
 NH1696  Y           -  -4,733,514.210 (meters)                     COMP
 NH1696  Z           -   4,258,452.845 (meters)                     COMP
 NH1696  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 NH1696  ELLIP HEIGHT-         231.58  (meters)          (03/08/05) GPS OBS
 NH1696  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NH1696
 NH1696  HORZ ORDER  -  SECOND
 NH1696  ELLP ORDER  -  FOURTH    CLASS I
 NH1696
 NH1696.The horizontal coordinates were established by GPS observations
 NH1696.and adjusted by the National Geodetic Survey in October 1999..
 NH1696
 NH1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1696
 NH1696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1696
 NH1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1696
 NH1696.The ellipsoidal height was determined by GPS observations
 NH1696.and is referenced to NAD 83.
 NH1696
 NH1696.The geoid height was determined by GEOID03.
 NH1696
 NH1696;                    North         East     Units Scale Factor Converg.
 NH1696;SPC IL E     -   609,206.771   306,473.622   MT  0.99997552   +0 03 09.2
 NH1696;SPC IL E     - 1,998,705.88  1,005,488.87   sFT  0.99997552   +0 03 09.2
 NH1696;UTM  16      - 4,667,633.181   396,313.447   MT  0.99973228   -0 50 32.4
 NH1696
 NH1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1696!SPC IL E     -   0.99996368  x   0.99997552  =   0.99993920
 NH1696!UTM  16      -   0.99996368  x   0.99973228  =   0.99969597
 NH1696
 NH1696                          SUPERSEDED SURVEY CONTROL
 NH1696
 NH1696  ELLIP H (10/21/99)  231.60   (m)                       GP(       ) 4 1
 NH1696  NAD 83(1997)-  42 09 14.27373(N)    088 15 18.02286(W) AD(       ) 2
 NH1696  NAD 83(1997)-  42 09 14.27001(N)    088 15 18.03426(W) AD(       ) 2
 NH1696  ELLIP H (05/28/93)  231.52   (m)                       GP(       ) 4 2
 NH1696  NGVD 29 (05/28/93)  265.4    (m)          871.     (f) GPS OBS        
 NH1696
 NH1696.Superseded values are not recommended for survey control.
 NH1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1696.See file dsdata.txt to determine how the superseded data were derived.
 NH1696
 NH1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9631367633(NAD 83)
 NH1696_MARKER: DD = SURVEY DISK
 NH1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1696_SP_SET: CONCRETE POST
 NH1696_STAMPING: B012
 NH1696_MARK LOGO: IL0512
 NH1696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1696+STABILITY: SURFACE MOTION
 NH1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1696+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NH1696
 NH1696  HISTORY     - Date     Condition        Report By
 NH1696  HISTORY     - 1991     MONUMENTED       MSE
 NH1696  HISTORY     - 20030729 MARK NOT FOUND   GEWALT
 NH1696
 NH1696                          STATION DESCRIPTION
 NH1696
 NH1696'DESCRIBED BY MSE CORPORATION 1991
 NH1696'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1696'6.3 MILES WEST. STATION IS LOCATED 0.1 MILE EAST OF THE INTERSECTION,
 NH1696'5.0 FEET SOUTH OF THE EDGE OF PAVEMENT AND 70 FEET WEST OF THE DRIVE
 NH1696'TO HOUSE NUMBER 128.
 NH1696'REFERENCES
 NH1696'130 DEGREES MAG. 65.5 FEET TO A POWER POLE
 NH1696'185 DEGREES MAG. 5.4 FEET TO THE EDGE OF PAVEMENT
 NH1696'270 DEGREES MAG. 109.2 FEET TO A SPEED LIMIT SIGN
 NH1696
 NH1696                          STATION RECOVERY (2003)
 NH1696
 NH1696'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1696'THE LOCATION OF THIS MARK WAS STAKED BY GPS RTK METHOD FROM NEARBY
 NH1696'BH13 AND MARK WAS NOT FOUND.  RECENT ROADWAY CONSTRUCTION AND DILIGENT
 NH1696'SEARCH SUGGEST THIS MARK IS LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8598 ***********************************************************************
 DG8598  DESIGNATION -  BH12R
 DG8598  PID         -  DG8598
 DG8598  STATE/COUNTY-  IL/MCHENRY
 DG8598  USGS QUAD   -  CRYSTAL LAKE (1992)
 DG8598
 DG8598                         *CURRENT SURVEY CONTROL
 DG8598  ___________________________________________________________________
 DG8598* NAD 83(1997)-  42 09 14.81509(N)    088 15 17.29421(W)     ADJUSTED  
 DG8598* NAVD 88     -       265.5    (meters)     871.     (feet)  GPS OBS   
 DG8598  ___________________________________________________________________
 DG8598  X           -     144,224.338 (meters)                     COMP
 DG8598  Y           -  -4,733,502.658 (meters)                     COMP
 DG8598  Z           -   4,258,465.376 (meters)                     COMP
 DG8598  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DG8598  ELLIP HEIGHT-         231.80  (meters)          (02/03/05) GPS OBS
 DG8598  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 DG8598
 DG8598  HORZ ORDER  -  FIRST
 DG8598  ELLP ORDER  -  FOURTH    CLASS II
 DG8598
 DG8598.The horizontal coordinates were established by GPS observations
 DG8598.and adjusted by the GEWALT-HAMILTON in December 2004..
 DG8598
 DG8598.The orthometric height was determined by GPS observations and a
 DG8598.high-resolution geoid model.
 DG8598
 DG8598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8598
 DG8598.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8598
 DG8598.The ellipsoidal height was determined by GPS observations
 DG8598.and is referenced to NAD 83.
 DG8598
 DG8598.The geoid height was determined by GEOID03.
 DG8598
 DG8598;                    North         East     Units Scale Factor Converg.
 DG8598;SPC IL E     -   609,223.490   306,490.335   MT  0.99997552   +0 03 09.7
 DG8598;SPC IL E     - 1,998,760.73  1,005,543.71   sFT  0.99997552   +0 03 09.7
 DG8598;UTM  16      - 4,667,649.633   396,330.414   MT  0.99973224   -0 50 31.9
 DG8598
 DG8598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8598!SPC IL E     -   0.99996365  x   0.99997552  =   0.99993917
 DG8598!UTM  16      -   0.99996365  x   0.99973224  =   0.99969590
 DG8598
 DG8598|---------------------------------------------------------------------|
 DG8598| PID    Reference Object                     Distance      Geod. Az  |
 DG8598|                                                           dddmmss.s |
 DG8598| AJ2942 IL KANE 2 42 8                      278.887 METERS 26652     |
 DG8598|---------------------------------------------------------------------|
 DG8598
 DG8598                          SUPERSEDED SURVEY CONTROL
 DG8598
 DG8598  ELLIP H (12/29/04)  231.83   (m)                       GP(       ) 3 2
 DG8598
 DG8598.Superseded values are not recommended for survey control.
 DG8598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8598.See file dsdata.txt to determine how the superseded data were derived.
 DG8598
 DG8598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9633067650(NAD 83)
 DG8598_MARKER: I = METAL ROD
 DG8598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG8598_STAMPING: BH12R
 DG8598_MARK LOGO: GEWALT
 DG8598_PROJECTION: RECESSED 15 CENTIMETERS
 DG8598_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8598+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2003
 DG8598_ROD/PIPE-DEPTH:  3.0 meters
 DG8598_SLEEVE-DEPTH  :  0.9 meters
 DG8598
 DG8598  HISTORY     - Date     Condition        Report By
 DG8598  HISTORY     - 20030912 MONUMENTED       GEWALT
 DG8598
 DG8598                          STATION DESCRIPTION
 DG8598
 DG8598'DESCRIBED BY GEWALT-HAMILTON 2003 (DB)
 DG8598'THE STATION IS LOCATED WITHIN BARRINGTON HILLS VILLAGE LIMITS
 DG8598'APPROXIMATELY 4.3 MI NW FROM BARRINGTON HILLS VILLAGE HALL IN THE SW
 DG8598'QUARTER OF SECTION  36 TOWNSHIP 43N RANGE 9E IN MCHENRY COUNTY
 DG8598' 
 DG8598'THE STATION IS IN RIGHT-OF-WAY LAND ON THE NORTH SIDE OF COUNTY LINE
 DG8598'ROAD AT  128 COUNTY LINE ROAD.
 DG8598' 
 DG8598'TO REACH THE STATION FROM THE BARRINGTON HILLS VILLAGE HALL AT THE
 DG8598'INTERSECTION ILLINOIS ROUTE 68 AND 62 PROCEED NORTHWEST ON ROUTE 62
 DG8598'4.5 MILES TO THE  INTERSECTION WITH ILLINOIS ROUTE 25 (HAEGERS BEND
 DG8598'RD). PROCEED NORTH ON ROUTE 25 700  FEET TO THE INTERSECTION WITH
 DG8598'COUNTY LINE ROAD. PROCEED EAST ON COUNTY LINE ROAD 0.11  MI  TO
 DG8598'STATION ON THE LEFT. THE STATION IS 41 FEET NORTH OF CENTERLINE OF
 DG8598'COUNTY LINE  ROAD, 24.9 FEET WEST OF CENTERLINE OF BRICK DRIVEWAY ONTO
 DG8598'128 COUNTY LINE ROAD
 DG8598' 
 DG8598'THE STATION IS 41 FEET NORTH OF CENTERLINE OF COUNTY LINE ROAD, 24.9
 DG8598'FEET WEST OF  CENTERLINE OF BRICK DRIVEWAY ONTO 128 COUNTY LINE ROAD.
 DG8598'NOTE  ACCESS TO DATUM POINT  THROUGH 6-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1697 ***********************************************************************
 NH1697  DESIGNATION -  BH13
 NH1697  PID         -  NH1697
 NH1697  STATE/COUNTY-  IL/KANE
 NH1697  USGS QUAD   -  BARRINGTON (1983)
 NH1697
 NH1697                         *CURRENT SURVEY CONTROL
 NH1697  ___________________________________________________________________
 NH1697* NAD 83(1997)-  42 09 14.95556(N)    088 14 21.49194(W)     ADJUSTED  
 NH1697* NAVD 88     -       267.9    (meters)     879.     (feet)  VERTCON   
 NH1697  ___________________________________________________________________
 NH1697  X           -     145,504.885 (meters)                     COMP
 NH1697  Y           -  -4,733,462.322 (meters)                     COMP
 NH1697  Z           -   4,258,470.187 (meters)                     COMP
 NH1697  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 NH1697  ELLIP HEIGHT-         234.18  (meters)          (03/08/05) GPS OBS
 NH1697  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NH1697
 NH1697  HORZ ORDER  -  SECOND
 NH1697  ELLP ORDER  -  FOURTH    CLASS I
 NH1697
 NH1697.The horizontal coordinates were established by GPS observations
 NH1697.and adjusted by the National Geodetic Survey in October 1999..
 NH1697
 NH1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1697
 NH1697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1697
 NH1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1697
 NH1697.The ellipsoidal height was determined by GPS observations
 NH1697.and is referenced to NAD 83.
 NH1697
 NH1697.The geoid height was determined by GEOID03.
 NH1697
 NH1697;                    North         East     Units Scale Factor Converg.
 NH1697;SPC IL E     -   609,229.118   307,771.434   MT  0.99997574   +0 03 47.2
 NH1697;SPC IL E     - 1,998,779.20  1,009,746.78   sFT  0.99997574   +0 03 47.2
 NH1697;UTM  16      - 4,667,635.255   397,611.131   MT  0.99972899   -0 49 54.5
 NH1697
 NH1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1697!SPC IL E     -   0.99996327  x   0.99997574  =   0.99993901
 NH1697!UTM  16      -   0.99996327  x   0.99972899  =   0.99969227
 NH1697
 NH1697                          SUPERSEDED SURVEY CONTROL
 NH1697
 NH1697  ELLIP H (10/21/99)  234.21   (m)                       GP(       ) 4 1
 NH1697  NAD 83(1997)-  42 09 14.95558(N)    088 14 21.49197(W) AD(       ) 2
 NH1697  NAD 83(1997)-  42 09 14.95190(N)    088 14 21.50341(W) AD(       ) 2
 NH1697  ELLIP H (05/28/93)  234.13   (m)                       GP(       ) 4 2
 NH1697  NGVD 29 (05/28/93)  268.0    (m)          879.     (f) GPS OBS        
 NH1697
 NH1697.Superseded values are not recommended for survey control.
 NH1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1697.See file dsdata.txt to determine how the superseded data were derived.
 NH1697
 NH1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9761167635(NAD 83)
 NH1697_MARKER: DD = SURVEY DISK
 NH1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1697_SP_SET: CONCRETE POST
 NH1697_STAMPING: B013
 NH1697_MARK LOGO: IL0512
 NH1697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1697+STABILITY: SURFACE MOTION
 NH1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1697+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1697
 NH1697  HISTORY     - Date     Condition        Report By
 NH1697  HISTORY     - 1991     MONUMENTED       MSE
 NH1697  HISTORY     - 19980527 MARK NOT FOUND   USPSQD
 NH1697  HISTORY     - 20030729 GOOD             GEWALT
 NH1697  HISTORY     - 20060310 MARK NOT FOUND   USPSQD
 NH1697
 NH1697                          STATION DESCRIPTION
 NH1697
 NH1697'DESCRIBED BY MSE CORPORATION 1991
 NH1697'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1697'5.25  MILES WEST TO THE COOK KANE COUNTY LINE AND THE STATION ON THE
 NH1697'SOUTH. THE STATION IS LOCATED 10.0 FEET SOUTH OF THE SOUTH EDGE OF
 NH1697'PAVEMENT OF THE LAKE COOK COUNTY ROAD, 90 FEET WEST OF THE COOK
 NH1697'COUNTY SIGN, 120 FEET WEST OF THE CENTER OF A POWER TRANSMISSION
 NH1697'LINE.
 NH1697'REFERENCES
 NH1697'89 DEGREES MAG. 89.8 FEET TO THE COOK COUNTY SIGN
 NH1697'355 DEGREES MAG. 43.7 FEET TO A SPEED LIMIT SIGN
 NH1697'248 DEGREES MAG. 87.3 FEET TO A UTILITY POLE
 NH1697
 NH1697                          STATION RECOVERY (1998)
 NH1697
 NH1697'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1697'MARK NOT FOUND.
 NH1697
 NH1697                          STATION RECOVERY (2003)
 NH1697
 NH1697'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1697'RECOVERED IN GOOD CONDITION.
 NH1697
 NH1697                          STATION RECOVERY (2006)
 NH1697
 NH1697'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRS)
 NH1697'MARK NOT FOUND.  DIRECTIONS ARE GOOD, HOWEVER SITE IS WOODED AND
 NH1697'APPEARS TO BE DONE OVER WITH RECENT LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1695 ***********************************************************************
 NH1695  DESIGNATION -  BH14
 NH1695  PID         -  NH1695
 NH1695  STATE/COUNTY-  IL/COOK
 NH1695  USGS QUAD   -  BARRINGTON (1983)
 NH1695
 NH1695                         *CURRENT SURVEY CONTROL
 NH1695  ___________________________________________________________________
 NH1695* NAD 83(1997)-  42 09 15.16525(N)    088 12 40.45064(W)     ADJUSTED  
 NH1695* NAVD 88     -       236.0    (meters)     774.     (feet)  VERTCON   
 NH1695  ___________________________________________________________________
 NH1695  X           -     147,822.735 (meters)                     COMP
 NH1695  Y           -  -4,733,362.440 (meters)                     COMP
 NH1695  Z           -   4,258,453.521 (meters)                     COMP
 NH1695  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 NH1695  ELLIP HEIGHT-         202.20  (meters)          (03/08/05) GPS OBS
 NH1695  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NH1695
 NH1695  HORZ ORDER  -  SECOND
 NH1695  ELLP ORDER  -  FOURTH    CLASS I
 NH1695
 NH1695.The horizontal coordinates were established by GPS observations
 NH1695.and adjusted by the National Geodetic Survey in October 1999..
 NH1695
 NH1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1695
 NH1695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1695
 NH1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1695
 NH1695.The ellipsoidal height was determined by GPS observations
 NH1695.and is referenced to NAD 83.
 NH1695
 NH1695.The geoid height was determined by GEOID03.
 NH1695
 NH1695;                    North         East     Units Scale Factor Converg.
 NH1695;SPC IL E     -   609,238.524   310,091.120   MT  0.99997625   +0 04 55.0
 NH1695;SPC IL E     - 1,998,810.06  1,017,357.28   sFT  0.99997625   +0 04 55.0
 NH1695;UTM  16      - 4,667,608.437   399,930.102   MT  0.99972322   -0 48 46.7
 NH1695
 NH1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1695!SPC IL E     -   0.99996829  x   0.99997625  =   0.99994454
 NH1695!UTM  16      -   0.99996829  x   0.99972322  =   0.99969152
 NH1695
 NH1695                          SUPERSEDED SURVEY CONTROL
 NH1695
 NH1695  ELLIP H (10/21/99)  202.23   (m)                       GP(       ) 4 1
 NH1695  NAD 83(1997)-  42 09 15.16527(N)    088 12 40.45067(W) AD(       ) 2
 NH1695  NAD 83(1997)-  42 09 15.16160(N)    088 12 40.46214(W) AD(       ) 2
 NH1695  ELLIP H (05/28/93)  202.15   (m)                       GP(       ) 4 2
 NH1695  NGVD 29 (05/28/93)  236.0    (m)          774.     (f) GPS OBS        
 NH1695
 NH1695.Superseded values are not recommended for survey control.
 NH1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1695.See file dsdata.txt to determine how the superseded data were derived.
 NH1695
 NH1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9993067608(NAD 83)
 NH1695_MARKER: DD = SURVEY DISK
 NH1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1695_SP_SET: CONCRETE POST
 NH1695_STAMPING: MCHENRY COUNTY BARR AZIMUTH MARK
 NH1695_MARK LOGO: IL0512
 NH1695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1695+STABILITY: SURFACE MOTION
 NH1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1695+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1695
 NH1695  HISTORY     - Date     Condition        Report By
 NH1695  HISTORY     - 1991     MONUMENTED       MSE
 NH1695  HISTORY     - 20030729 GOOD             GEWALT
 NH1695  HISTORY     - 20060310 MARK NOT FOUND   USPSQD
 NH1695
 NH1695                          STATION DESCRIPTION
 NH1695
 NH1695'DESCRIBED BY MSE CORPORATION 1991
 NH1695'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1695'3.8  MI (6.1 KM) WEST TO THE THE STATION ON THE LEFT.  LOCATED 9.5
 NH1695'FT. SOUTH OF THE SOUTH EDGE OF PAVEMENT OF THE COUNTY LINE ROAD AND
 NH1695'150 FT. EAST OF THE BRIDGE OVER SPRING CREEK.
 NH1695'REFERENCES
 NH1695
 NH1695                          STATION RECOVERY (2003)
 NH1695
 NH1695'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1695'MONUMENT APPEARS TO HAVE BEEN DISTURBED AND IS LEANING SOUTHERLY
 NH1695
 NH1695                          STATION RECOVERY (2006)
 NH1695
 NH1695'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRS)
 NH1695'MARK NOT FOUND.  DIRECTIONS ARE GOOD, HOWEVER SITE IS WOODED AND
 NH1695'APPEARS TO BE DONE OVER WITH RECENT LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1693 ***********************************************************************
 NH1693  DESIGNATION -  BH15
 NH1693  PID         -  NH1693
 NH1693  STATE/COUNTY-  IL/COOK
 NH1693  USGS QUAD   -  BARRINGTON (1983)
 NH1693
 NH1693                         *CURRENT SURVEY CONTROL
 NH1693  ___________________________________________________________________
 NH1693* NAD 83(1997)-  42 09 14.74272(N)    088 10 36.48962(W)     ADJUSTED  
 NH1693* NAVD 88     -       252.0    (meters)     827.     (feet)  VERTCON   
 NH1693  ___________________________________________________________________
 NH1693  X           -     150,668.022 (meters)                     COMP
 NH1693  Y           -  -4,733,293.407 (meters)                     COMP
 NH1693  Z           -   4,258,454.647 (meters)                     COMP
 NH1693  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 NH1693  ELLIP HEIGHT-         218.28  (meters)          (03/08/05) GPS OBS
 NH1693  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH1693
 NH1693  HORZ ORDER  -  SECOND
 NH1693  ELLP ORDER  -  FOURTH    CLASS I
 NH1693
 NH1693.The horizontal coordinates were established by GPS observations
 NH1693.and adjusted by the National Geodetic Survey in October 1999..
 NH1693
 NH1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1693
 NH1693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1693
 NH1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1693
 NH1693.The ellipsoidal height was determined by GPS observations
 NH1693.and is referenced to NAD 83.
 NH1693
 NH1693.The geoid height was determined by GEOID03.
 NH1693
 NH1693;                    North         East     Units Scale Factor Converg.
 NH1693;SPC IL E     -   609,230.132   312,937.027   MT  0.99997706   +0 06 18.2
 NH1693;SPC IL E     - 1,998,782.52  1,026,694.23   sFT  0.99997706   +0 06 18.2
 NH1693;UTM  16      - 4,667,555.611   402,774.799   MT  0.99971631   -0 47 23.4
 NH1693
 NH1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1693!SPC IL E     -   0.99996577  x   0.99997706  =   0.99994283
 NH1693!UTM  16      -   0.99996577  x   0.99971631  =   0.99968209
 NH1693
 NH1693                          SUPERSEDED SURVEY CONTROL
 NH1693
 NH1693  NAD 83(1997)-  42 09 14.74274(N)    088 10 36.48964(W) AD(       ) 2
 NH1693  NAD 83(1997)-  42 09 14.73898(N)    088 10 36.50097(W) AD(       ) 2
 NH1693  ELLIP H (05/28/93)  218.20   (m)                       GP(       ) 4 2
 NH1693  NGVD 29 (05/28/93)  252.1    (m)          827.     (f) GPS OBS        
 NH1693
 NH1693.Superseded values are not recommended for survey control.
 NH1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1693.See file dsdata.txt to determine how the superseded data were derived.
 NH1693
 NH1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0277567556(NAD 83)
 NH1693_MARKER: DD = SURVEY DISK
 NH1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1693_SP_SET: CONCRETE POST
 NH1693_STAMPING: B015
 NH1693_MARK LOGO: IL0512
 NH1693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1693+STABILITY: SURFACE MOTION
 NH1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1693+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1693
 NH1693  HISTORY     - Date     Condition        Report By
 NH1693  HISTORY     - 1991     MONUMENTED       MSE
 NH1693  HISTORY     - 20030729 GOOD             GEWALT
 NH1693
 NH1693                          STATION DESCRIPTION
 NH1693
 NH1693'DESCRIBED BY MSE CORPORATION 1991
 NH1693'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1693'2.0 MILES WEST TO THE INTERSECTION OF THE LAKE COOK COUNTY ROAD AND
 NH1693'BRINKER ROAD, WEST ON LAKE COOK COUNTY ROAD 0.1 MILE TO THE NORTH
 NH1693'ENTRANCE TO THE COUNTRY SIDE SCHOOL. THE MONUMENT IS LOCATED 38 FEET
 NH1693'SOUTH OF THE SOUTH EDGE OF PAVEMENT OF THE LAKE COOK COUNTY ROAD AND
 NH1693'150 FEET EAST OF THE CENTERLINE OF THE SCHOOLS ENTRANCE.
 NH1693'REFERENCES
 NH1693'0 DEGREES MAG. 38.0 FEET TO THE SOUTH EDGE OF PAVEMENT OF LAKE COOK CO
 NH1693'RD
 NH1693'185 DEGREES MAG. 7.3 FEET TO THE NORTHWEST WOOD LEG OF THE PLAYGROUND
 NH1693'EQUIPMENT
 NH1693'270 DEGREES MAG. 82.6 FEET TO A GAS VALVE
 NH1693
 NH1693                          STATION RECOVERY (2003)
 NH1693
 NH1693'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1693'REFERENCE TIE (185 DEGREES MAG. 7.3 FEET TO THE NW WOOD LEG OF
 NH1693'PLAYGROUND EQUIPMENT) WAS NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1701 ***********************************************************************
 NH1701  DESIGNATION -  BH16
 NH1701  PID         -  NH1701
 NH1701  STATE/COUNTY-  IL/KANE
 NH1701  USGS QUAD   -  BARRINGTON (1983)
 NH1701
 NH1701                         *CURRENT SURVEY CONTROL
 NH1701  ___________________________________________________________________
 NH1701* NAD 83(1997)-  42 08 20.30958(N)    088 14 35.73035(W)     ADJUSTED  
 NH1701* NAVD 88     -       271.5    (meters)     891.     (feet)  VERTCON   
 NH1701  ___________________________________________________________________
 NH1701  X           -     145,212.902 (meters)                     COMP
 NH1701  Y           -  -4,734,605.923 (meters)                     COMP
 NH1701  Z           -   4,257,222.436 (meters)                     COMP
 NH1701  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 NH1701  ELLIP HEIGHT-         237.76  (meters)          (03/08/05) GPS OBS
 NH1701  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NH1701
 NH1701  HORZ ORDER  -  SECOND
 NH1701  ELLP ORDER  -  FOURTH    CLASS I
 NH1701
 NH1701.The horizontal coordinates were established by GPS observations
 NH1701.and adjusted by the National Geodetic Survey in October 1999..
 NH1701
 NH1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1701
 NH1701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1701
 NH1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1701
 NH1701.The ellipsoidal height was determined by GPS observations
 NH1701.and is referenced to NAD 83.
 NH1701
 NH1701.The geoid height was determined by GEOID03.
 NH1701
 NH1701;                    North         East     Units Scale Factor Converg.
 NH1701;SPC IL E     -   607,542.735   307,446.328   MT  0.99997568   +0 03 37.6
 NH1701;SPC IL E     - 1,993,246.46  1,008,680.16   sFT  0.99997568   +0 03 37.6
 NH1701;UTM  16      - 4,665,954.568   397,259.817   MT  0.99972988   -0 50 03.2
 NH1701
 NH1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1701!SPC IL E     -   0.99996271  x   0.99997568  =   0.99993839
 NH1701!UTM  16      -   0.99996271  x   0.99972988  =   0.99969260
 NH1701
 NH1701                          SUPERSEDED SURVEY CONTROL
 NH1701
 NH1701  ELLIP H (10/21/99)  237.81   (m)                       GP(       ) 4 1
 NH1701  NAD 83(1997)-  42 08 20.30960(N)    088 14 35.73039(W) AD(       ) 2
 NH1701  NAD 83(1997)-  42 08 20.30599(N)    088 14 35.74192(W) AD(       ) 2
 NH1701  ELLIP H (05/28/93)  237.73   (m)                       GP(       ) 4 2
 NH1701  NGVD 29 (05/28/93)  271.6    (m)          891.     (f) GPS OBS        
 NH1701
 NH1701.Superseded values are not recommended for survey control.
 NH1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1701.See file dsdata.txt to determine how the superseded data were derived.
 NH1701
 NH1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9726065955(NAD 83)
 NH1701_MARKER: DD = SURVEY DISK
 NH1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1701_SP_SET: CONCRETE POST
 NH1701_STAMPING: B016
 NH1701_MARK LOGO: IL0512
 NH1701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1701+STABILITY: SURFACE MOTION
 NH1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1701+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1701
 NH1701  HISTORY     - Date     Condition        Report By
 NH1701  HISTORY     - 1991     MONUMENTED       MSE
 NH1701  HISTORY     - 19980527 MARK NOT FOUND   USPSQD
 NH1701  HISTORY     - 20030729 GOOD             GEWALT
 NH1701
 NH1701                          STATION DESCRIPTION
 NH1701
 NH1701'DESCRIBED BY MSE CORPORATION 1991
 NH1701'FROM THE INTERSECTION OF MAIN STREET AND HOUGH STREETS IN BARRINGTON
 NH1701'HILLS, 6.0 MILES WEST AND 0.2 MILES SOUTH TO THE INTERSECTION OF
 NH1701'STATE ROUTE 25 AND STATE ROUTE 62.  SOUTHEAST 1.1 MILES ALONG SR 62
 NH1701'TO THE MONUMENT ON THE SOUTH.  MONUMENT IS LOCATED 27.4 FEET SOUTH OF
 NH1701'THE SOUTH EDGE OF PAVEMENT OF SR 62 AND 2 FEET FROM THE EDGE OF
 NH1701'PAVEMENT OF THE WEST SIDE OF THE ENTRANCE TO A SUBDIVISION UNDER
 NH1701'CONSTRUCTION.
 NH1701'REFERENCES
 NH1701'52 DEGREES MAG. 274. FEET TO THE EDGE OF PAVEMENT OF SR 62
 NH1701'343 DEGREES MAG. 33.6 FEET TO A WOOD MAIL BOX POST TO HOUSE NUMBER 46
 NH1701'309 DEGREES MAG. 23.5 FEET TO A STEEL SIGN POST
 NH1701'168 DEGREES 46.4 FEET TO A CARSONITE GAS PIPELINE MARKER
 NH1701
 NH1701                          STATION RECOVERY (1998)
 NH1701
 NH1701'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1701'MARK NOT FOUND.
 NH1701
 NH1701                          STATION RECOVERY (2003)
 NH1701
 NH1701'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1701'REFERENCE TIE (168 DEGREES MAG. 46.4 FEET TO A CARSONITE GAS PIPELINE
 NH1701'MARKER) WAS NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1694 ***********************************************************************
 NH1694  DESIGNATION -  BH17
 NH1694  PID         -  NH1694
 NH1694  STATE/COUNTY-  IL/COOK
 NH1694  USGS QUAD   -  BARRINGTON (1983)
 NH1694
 NH1694                         *CURRENT SURVEY CONTROL
 NH1694  ___________________________________________________________________
 NH1694* NAD 83(1997)-  42 08 08.73653(N)    088 13 25.64615(W)     ADJUSTED  
 NH1694* NAVD 88     -       260.0    (meters)     853.     (feet)  VERTCON   
 NH1694  ___________________________________________________________________
 NH1694  X           -     146,828.770 (meters)                     COMP
 NH1694  Y           -  -4,734,787.278 (meters)                     COMP
 NH1694  Z           -   4,256,949.949 (meters)                     COMP
 NH1694  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 NH1694  ELLIP HEIGHT-         226.30  (meters)          (03/08/05) GPS OBS
 NH1694  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1694
 NH1694  HORZ ORDER  -  SECOND
 NH1694  ELLP ORDER  -  FOURTH    CLASS I
 NH1694
 NH1694.The horizontal coordinates were established by GPS observations
 NH1694.and adjusted by the National Geodetic Survey in October 1999..
 NH1694
 NH1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1694
 NH1694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1694
 NH1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1694
 NH1694.The ellipsoidal height was determined by GPS observations
 NH1694.and is referenced to NAD 83.
 NH1694
 NH1694.The geoid height was determined by GEOID03.
 NH1694
 NH1694;                    North         East     Units Scale Factor Converg.
 NH1694;SPC IL E     -   607,187.544   309,056.157   MT  0.99997601   +0 04 24.6
 NH1694;SPC IL E     - 1,992,081.13  1,013,961.74   sFT  0.99997601   +0 04 24.6
 NH1694;UTM  16      - 4,665,574.381   398,863.506   MT  0.99972586   -0 49 16.0
 NH1694
 NH1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1694!SPC IL E     -   0.99996451  x   0.99997601  =   0.99994052
 NH1694!UTM  16      -   0.99996451  x   0.99972586  =   0.99969038
 NH1694
 NH1694                          SUPERSEDED SURVEY CONTROL
 NH1694
 NH1694  ELLIP H (10/21/99)  226.32   (m)                       GP(       ) 4 1
 NH1694  NAD 83(1997)-  42 08 08.73654(N)    088 13 25.64617(W) AD(       ) 2
 NH1694  NAD 83(1997)-  42 08 08.73278(N)    088 13 25.65755(W) AD(       ) 2
 NH1694  ELLIP H (05/28/93)  226.24   (m)                       GP(       ) 4 2
 NH1694  NGVD 29 (05/28/93)  260.1    (m)          853.     (f) GPS OBS        
 NH1694
 NH1694.Superseded values are not recommended for survey control.
 NH1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1694.See file dsdata.txt to determine how the superseded data were derived.
 NH1694
 NH1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9886465574(NAD 83)
 NH1694_MARKER: DD = SURVEY DISK
 NH1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1694_SP_SET: CONCRETE POST
 NH1694_STAMPING: B017
 NH1694_MARK LOGO: IL0512
 NH1694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1694+STABILITY: SURFACE MOTION
 NH1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1694+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NH1694
 NH1694  HISTORY     - Date     Condition        Report By
 NH1694  HISTORY     - 1991     MONUMENTED       MSE
 NH1694  HISTORY     - 20060322 MARK NOT FOUND   USPSQD
 NH1694
 NH1694                          STATION DESCRIPTION
 NH1694
 NH1694'DESCRIBED BY MSE CORPORATION 1991
 NH1694'FROM THE INTERSECTION OF MAIN AND HOUGH STREETS IN BARRINGTON HILLS,
 NH1694'4.7 MILES WEST AND 1.6 MILES SOUTH TO THE INTERSECTION OF BATEMAN
 NH1694'ROAD AND ILLINOIS ROUTE 62. NORTH   MILES TO THE MONUMENT 3.5 FEET
 NH1694'WEST OF THE EDGE OF PAVEMENT OF BATEMAN ROAD.
 NH1694'REFERENCES
 NH1694'220 DEGREES MAG. 10.7 FEET TO A SIGN POST
 NH1694'90 DEGREES MAG. 3.5 FEET TO THE EDGE OF PAVEMENT OF BATEMAN ROAD
 NH1694'90 DEGREES MAG. 35.3 FEET TO A SIGN POST
 NH1694'140 DEGREES MAG. 55.2 FEET TO THE END OF A FENCE
 NH1694
 NH1694                          STATION RECOVERY (2006)
 NH1694
 NH1694'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRS)
 NH1694'MARK NOT FOUND.   DIRECTIONS WERE NOT CONSISTENT WITH LATITUDE AND
 NH1694'LONGITUDE COORDINATES GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1699 ***********************************************************************
 NH1699  DESIGNATION -  BH18
 NH1699  PID         -  NH1699
 NH1699  STATE/COUNTY-  IL/COOK
 NH1699  USGS QUAD   -  BARRINGTON (1983)
 NH1699
 NH1699                         *CURRENT SURVEY CONTROL
 NH1699  ___________________________________________________________________
 NH1699* NAD 83(1997)-  42 08 15.46323(N)    088 11 36.82126(W)     ADJUSTED  
 NH1699* NAVD 88     -       249.0    (meters)     817.     (feet)  VERTCON   
 NH1699  ___________________________________________________________________
 NH1699  X           -     149,322.166 (meters)                     COMP
 NH1699  Y           -  -4,734,561.797 (meters)                     COMP
 NH1699  Z           -   4,257,096.461 (meters)                     COMP
 NH1699  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 NH1699  ELLIP HEIGHT-         215.27  (meters)          (03/08/05) GPS OBS
 NH1699  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NH1699
 NH1699  HORZ ORDER  -  SECOND
 NH1699  ELLP ORDER  -  FOURTH    CLASS I
 NH1699
 NH1699.The horizontal coordinates were established by GPS observations
 NH1699.and adjusted by the National Geodetic Survey in October 1999..
 NH1699
 NH1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1699
 NH1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1699
 NH1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1699
 NH1699.The ellipsoidal height was determined by GPS observations
 NH1699.and is referenced to NAD 83.
 NH1699
 NH1699.The geoid height was determined by GEOID03.
 NH1699
 NH1699;                    North         East     Units Scale Factor Converg.
 NH1699;SPC IL E     -   607,398.736   311,554.932   MT  0.99997664   +0 05 37.6
 NH1699;SPC IL E     - 1,992,774.02  1,022,159.81   sFT  0.99997664   +0 05 37.6
 NH1699;UTM  16      - 4,665,746.489   401,364.639   MT  0.99971971   -0 48 03.0
 NH1699
 NH1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1699!SPC IL E     -   0.99996624  x   0.99997664  =   0.99994288
 NH1699!UTM  16      -   0.99996624  x   0.99971971  =   0.99968596
 NH1699
 NH1699                          SUPERSEDED SURVEY CONTROL
 NH1699
 NH1699  ELLIP H (10/21/99)  215.26   (m)                       GP(       ) 4 1
 NH1699  NAD 83(1997)-  42 08 15.46324(N)    088 11 36.82128(W) AD(       ) 2
 NH1699  NAD 83(1997)-  42 08 15.45943(N)    088 11 36.83260(W) AD(       ) 2
 NH1699  ELLIP H (05/28/93)  215.19   (m)                       GP(       ) 4 2
 NH1699  NGVD 29 (05/28/93)  249.1    (m)          817.     (f) GPS OBS        
 NH1699
 NH1699.Superseded values are not recommended for survey control.
 NH1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1699.See file dsdata.txt to determine how the superseded data were derived.
 NH1699
 NH1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0136565746(NAD 83)
 NH1699_MARKER: DD = SURVEY DISK
 NH1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1699_SP_SET: CONCRETE POST
 NH1699_STAMPING: B018
 NH1699_MARK LOGO: IL0512
 NH1699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NH1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1699+STABILITY: SURFACE MOTION
 NH1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1699+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 NH1699
 NH1699  HISTORY     - Date     Condition        Report By
 NH1699  HISTORY     - 1991     MONUMENTED       MSE
 NH1699  HISTORY     - 20030729 GOOD             GEWALT
 NH1699  HISTORY     - 20060322 MARK NOT FOUND   USPSQD
 NH1699
 NH1699                          STATION DESCRIPTION
 NH1699
 NH1699'DESCRIBED BY MSE CORPORATION 1991
 NH1699'FROM THE INTERSECTION OF MAIN STREET AND HOUGH STREETS IN BARRINGTON
 NH1699'HILLS, 3.1 MILES WEST AND 1.1 MILES SOUTH TO THE INTERSECTION OF
 NH1699'SUTTON ROAD AND OTIS ROAD SOUTHEAST 0.1 MILES SOUTHEAST ON SUTTON
 NH1699'ROAD TO THE MONUMENT ON THE SOUTH SIDE OF THE ROAD. LOCATED 2.T FEET
 NH1699'SOUTH OF THE SOUTH EDGE OF PAVEMENT AND 60 FEET SOUTH OF THE
 NH1699'CENTERLINE OF A DRIVE TO THE SOUTH.
 NH1699'REFERENCES
 NH1699'309 DEGREES MAG. 33.8 FEET TO THE EDGE OF THE DRIVEWAY
 NH1699'36 DEGREES MAG. 2.5 FEET TO THE EDGE OF PAVEMENT
 NH1699
 NH1699                          STATION RECOVERY (2003)
 NH1699
 NH1699'RECOVERY NOTE BY GEWALT-HAMILTON 2003 (LSM)
 NH1699'RECOVERED IN GOOD CONDITION.
 NH1699
 NH1699                          STATION RECOVERY (2006)
 NH1699
 NH1699'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRS)
 NH1699'MARK NOT FOUND.   DIRECTIONS WERE NOT CONSISTENT WITH LATITUDE AND
 NH1699'LONGITUDE COORDINATES GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3073 ***********************************************************************
 AJ3073  DESIGNATION -  BH19
 AJ3073  PID         -  AJ3073
 AJ3073  STATE/COUNTY-  IL/COOK
 AJ3073  USGS QUAD   -  STREAMWOOD (1993)
 AJ3073
 AJ3073                         *CURRENT SURVEY CONTROL
 AJ3073  ___________________________________________________________________
 AJ3073* NAD 83(1997)-  42 06 16.17830(N)    088 11 28.83985(W)     ADJUSTED  
 AJ3073* NAVD 88     -       257.7    (meters)     845.     (feet)  GPS OBS   
 AJ3073  ___________________________________________________________________
 AJ3073  X           -     149,583.489 (meters)                     COMP
 AJ3073  Y           -  -4,737,029.913 (meters)                     COMP
 AJ3073  Z           -   4,254,372.399 (meters)                     COMP
 AJ3073  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AJ3073  ELLIP HEIGHT-         224.12  (meters)          (02/03/05) GPS OBS
 AJ3073  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AJ3073
 AJ3073  HORZ ORDER  -  FIRST
 AJ3073  ELLP ORDER  -  FOURTH    CLASS II
 AJ3073
 AJ3073.The horizontal coordinates were established by GPS observations
 AJ3073.and adjusted by the National Geodetic Survey in April 2001..
 AJ3073
 AJ3073.The orthometric height was determined by GPS observations and a
 AJ3073.high-resolution geoid model.
 AJ3073
 AJ3073.Photographs are available for this station.
 AJ3073
 AJ3073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3073
 AJ3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3073
 AJ3073.The ellipsoidal height was determined by GPS observations
 AJ3073.and is referenced to NAD 83.
 AJ3073
 AJ3073.The geoid height was determined by GEOID03.
 AJ3073
 AJ3073;                    North         East     Units Scale Factor Converg.
 AJ3073;SPC IL E     -   603,718.671   311,744.333   MT  0.99997670   +0 05 42.7
 AJ3073;SPC IL E     - 1,980,700.34  1,022,781.20   sFT  0.99997670   +0 05 42.7
 AJ3073;UTM  16      - 4,662,064.863   401,496.543   MT  0.99971939   -0 47 55.8
 AJ3073
 AJ3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3073!SPC IL E     -   0.99996485  x   0.99997670  =   0.99994155
 AJ3073!UTM  16      -   0.99996485  x   0.99971939  =   0.99968425
 AJ3073
 AJ3073|---------------------------------------------------------------------|
 AJ3073| PID    Reference Object                     Distance      Geod. Az  |
 AJ3073|                                                           dddmmss.s |
 AJ3073| AJ3057 BH19 RM                             270.996 METERS 26627     |
 AJ3073|---------------------------------------------------------------------|
 AJ3073
 AJ3073                          SUPERSEDED SURVEY CONTROL
 AJ3073
 AJ3073  ELLIP H (04/24/01)  224.15   (m)                       GP(       ) 4 1
 AJ3073
 AJ3073.Superseded values are not recommended for survey control.
 AJ3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3073.See file dsdata.txt to determine how the superseded data were derived.
 AJ3073
 AJ3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0149762065(NAD 83)
 AJ3073_MARKER: I = METAL ROD
 AJ3073_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3073_STAMPING: BH19
 AJ3073_MARK LOGO: IL0512
 AJ3073_PROJECTION: FLUSH
 AJ3073_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3073+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AJ3073_ROD/PIPE-DEPTH:  3.7 meters
 AJ3073_SLEEVE-DEPTH  :  0.9 meters
 AJ3073
 AJ3073  HISTORY     - Date     Condition        Report By
 AJ3073  HISTORY     - 20000926 MONUMENTED       SECI
 AJ3073
 AJ3073                          STATION DESCRIPTION
 AJ3073
 AJ3073'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3073'STATION IS LOCATED IN THE VILLAGE OF BARRINGTON HILLS, IN SECTION 21,
 AJ3073'T42N, R9E.  TO REACH FROM THE WESTERLY JUNCTION OF IL RT 62 AND IL
 AJ3073'RT 68, PROCEED SOUTHWEST ON RT 68 APPROXIMATLEY 0.7 MILE TO
 AJ3073'SUTTON RD, PROCEED SOUTH ON SUTTON RD 0.35 MILE TO CREEKSIDE
 AJ3073'LANE, PROCEED EAST ON CREEKSIDE LANE 0.17 MILE TO THE STATION
 AJ3073'LOCATED 25 FT SOUTH OF THE CENTERLINE.  STATION IS IN LINE WITH THE
 AJ3073'SOUTHERLY EXTENSION OF THE CENTERLINE OF CREEKSIDE LANE AS IT
 AJ3073'LOOPS BACK TO ITSELF.  STATION IS 157 FT EAST OF THE BITUMINOUS
 AJ3073'DRIVEWAY TO ADDRESS 28W591, 215 FT WEST OF THE BITUMINOUS
 AJ3073'DRIVEWAY TO ADDRESS 28W587, 78 FT SOUTHEAST OF A WOOD FENCE
 AJ3073'CORNER, 78.1 FT SOUTHEAST OF A DECIDUOUS TREE, 79.3 FT SOUTHWEST
 AJ3073'OF A DECIDUOUS TREE AND 5 FT SOUTH OF THE EDGE OF PAVEMENT.
 AJ3073'NOTE--  ACCESS TO POINT THROUGH SIX INCH LOGO CAP.  DATUM POINT IS
 AJ3073'0.4 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3073' 
 AJ3073'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3057 ***********************************************************************
 AJ3057  DESIGNATION -  BH19 RM
 AJ3057  PID         -  AJ3057
 AJ3057  STATE/COUNTY-  IL/COOK
 AJ3057  USGS QUAD   -  STREAMWOOD (1993)
 AJ3057
 AJ3057                         *CURRENT SURVEY CONTROL
 AJ3057  ___________________________________________________________________
 AJ3057* NAD 83(1997)-  42 06 15.63396(N)    088 11 40.61171(W)     ADJUSTED  
 AJ3057* NAVD 88     -       251.7    (meters)     826.     (feet)  GPS OBS   
 AJ3057  ___________________________________________________________________
 AJ3057  X           -     149,313.352 (meters)                     COMP
 AJ3057  Y           -  -4,737,045.189 (meters)                     COMP
 AJ3057  Z           -   4,254,355.861 (meters)                     COMP
 AJ3057  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AJ3057  ELLIP HEIGHT-         218.04  (meters)          (02/03/05) GPS OBS
 AJ3057  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AJ3057
 AJ3057  HORZ ORDER  -  FIRST
 AJ3057  ELLP ORDER  -  FOURTH    CLASS II
 AJ3057
 AJ3057.The horizontal coordinates were established by GPS observations
 AJ3057.and adjusted by the National Geodetic Survey in April 2001..
 AJ3057
 AJ3057.The orthometric height was determined by GPS observations and a
 AJ3057.high-resolution geoid model.
 AJ3057
 AJ3057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3057
 AJ3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3057
 AJ3057.The ellipsoidal height was determined by GPS observations
 AJ3057.and is referenced to NAD 83.
 AJ3057
 AJ3057.The geoid height was determined by GEOID03.
 AJ3057
 AJ3057;                    North         East     Units Scale Factor Converg.
 AJ3057;SPC IL E     -   603,701.432   311,473.892   MT  0.99997662   +0 05 34.8
 AJ3057;SPC IL E     - 1,980,643.78  1,021,893.93   sFT  0.99997662   +0 05 34.8
 AJ3057;UTM  16      - 4,662,051.849   401,225.936   MT  0.99972005   -0 48 03.7
 AJ3057
 AJ3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3057!SPC IL E     -   0.99996580  x   0.99997662  =   0.99994242
 AJ3057!UTM  16      -   0.99996580  x   0.99972005  =   0.99968586
 AJ3057
 AJ3057|---------------------------------------------------------------------|
 AJ3057| PID    Reference Object                     Distance      Geod. Az  |
 AJ3057|                                                           dddmmss.s |
 AJ3057| AJ3073 BH19                                270.996 METERS 08627     |
 AJ3057|---------------------------------------------------------------------|
 AJ3057
 AJ3057                          SUPERSEDED SURVEY CONTROL
 AJ3057
 AJ3057  ELLIP H (04/24/01)  218.06   (m)                       GP(       ) 4 1
 AJ3057
 AJ3057.Superseded values are not recommended for survey control.
 AJ3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3057.See file dsdata.txt to determine how the superseded data were derived.
 AJ3057
 AJ3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0122662052(NAD 83)
 AJ3057_MARKER: I = METAL ROD
 AJ3057_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3057+WITH SETTING: INFORMATION.
 AJ3057_MARK LOGO: IL0512
 AJ3057_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ3057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3057+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AJ3057
 AJ3057  HISTORY     - Date     Condition        Report By
 AJ3057  HISTORY     - 20000926 MONUMENTED       SECI
 AJ3057
 AJ3057                          STATION DESCRIPTION
 AJ3057
 AJ3057'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3057'THIS POINT IS AN AZIMUTH MARK NOT TO BE INCLUDED WITH THE
 AJ3057'SUBMITTAL.  SET 1 1/4 INCH BY 30 INCH IRON REBAR WITH A DRILLED MARK.
 AJ3057' 
 AJ3057'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3074 ***********************************************************************
 AJ3074  DESIGNATION -  BH20
 AJ3074  PID         -  AJ3074
 AJ3074  STATE/COUNTY-  IL/COOK
 AJ3074  USGS QUAD   -  STREAMWOOD (1993)
 AJ3074
 AJ3074                         *CURRENT SURVEY CONTROL
 AJ3074  ___________________________________________________________________
 AJ3074* NAD 83(1997)-  42 07 16.14478(N)    088 14 06.08917(W)     ADJUSTED  
 AJ3074* NAVD 88     -       273.4    (meters)     897.     (feet)  GPS OBS   
 AJ3074  ___________________________________________________________________
 AJ3074  X           -     145,934.236 (meters)                     COMP
 AJ3074  Y           -  -4,735,913.967 (meters)                     COMP
 AJ3074  Z           -   4,255,755.481 (meters)                     COMP
 AJ3074  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AJ3074  ELLIP HEIGHT-         239.76  (meters)          (02/03/05) GPS OBS
 AJ3074  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AJ3074
 AJ3074  HORZ ORDER  -  FIRST
 AJ3074  ELLP ORDER  -  FOURTH    CLASS II
 AJ3074
 AJ3074.The horizontal coordinates were established by GPS observations
 AJ3074.and adjusted by the National Geodetic Survey in April 2001..
 AJ3074
 AJ3074.The orthometric height was determined by GPS observations and a
 AJ3074.high-resolution geoid model.
 AJ3074
 AJ3074.Photographs are available for this station.
 AJ3074
 AJ3074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3074
 AJ3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3074
 AJ3074.The ellipsoidal height was determined by GPS observations
 AJ3074.and is referenced to NAD 83.
 AJ3074
 AJ3074.The geoid height was determined by GEOID03.
 AJ3074
 AJ3074;                    North         East     Units Scale Factor Converg.
 AJ3074;SPC IL E     -   605,563.769   308,129.269   MT  0.99997581   +0 03 57.4
 AJ3074;SPC IL E     - 1,986,753.80  1,010,920.78   sFT  0.99997581   +0 03 57.4
 AJ3074;UTM  16      - 4,663,965.672   397,911.619   MT  0.99972824   -0 49 42.3
 AJ3074
 AJ3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3074!SPC IL E     -   0.99996240  x   0.99997581  =   0.99993821
 AJ3074!UTM  16      -   0.99996240  x   0.99972824  =   0.99969065
 AJ3074
 AJ3074|---------------------------------------------------------------------|
 AJ3074| PID    Reference Object                     Distance      Geod. Az  |
 AJ3074|                                                           dddmmss.s |
 AJ3074| AJ3060 BH20 RM                             175.459 METERS 18033     |
 AJ3074|---------------------------------------------------------------------|
 AJ3074
 AJ3074                          SUPERSEDED SURVEY CONTROL
 AJ3074
 AJ3074  ELLIP H (04/24/01)  239.78   (m)                       GP(       ) 4 1
 AJ3074
 AJ3074.Superseded values are not recommended for survey control.
 AJ3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3074.See file dsdata.txt to determine how the superseded data were derived.
 AJ3074
 AJ3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9791263966(NAD 83)
 AJ3074_MARKER: I = METAL ROD
 AJ3074_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3074_STAMPING: BH20
 AJ3074_MARK LOGO: IL0512
 AJ3074_PROJECTION: FLUSH
 AJ3074_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3074+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AJ3074_ROD/PIPE-DEPTH:  5.8 meters
 AJ3074_SLEEVE-DEPTH  :  0.9 meters
 AJ3074
 AJ3074  HISTORY     - Date     Condition        Report By
 AJ3074  HISTORY     - 20001003 MONUMENTED       SECI
 AJ3074
 AJ3074                          STATION DESCRIPTION
 AJ3074
 AJ3074'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3074'STATION IS LOCATED IN THE VILLAGE OF BARRINGTON HILLS, IN SECTION 18,
 AJ3074'T42N, R9E.  TO REACH FROM THE JUNCTION OF IL RT 25 AND IL RT 68,
 AJ3074'PROCEED EAST ON IL RT 68 APPROXIMATELY 1.3 MILE TO BATEMAN RD,
 AJ3074'PROCEED NORTH ON BATEMAN RD 0.8 MILE TO ROLLING HILLS DRIVE,
 AJ3074'PROCEED WEST - NORTH ON ROLLING HILLS DRIVE APPROXIMATELY 0.4 MILE
 AJ3074'TO THE STATION 15.5 FT EAST OF THE CENTERLINE OF ROLLING HILLS DRIVE.
 AJ3074'STATION IS 112 FT SOUTH OF THE CENTERLINE OF LONGMEADOW DRIVE, 188
 AJ3074'FT NORTH OF THE BITUMINOUS DRIVEWAY TO ADDRESS 30W812, 183 FT
 AJ3074'SOUTH OF THE BITUMINOUIS DRIVEWAY TO ADDRESS 30W874, 5.7 EAST OF
 AJ3074'THE EDGE OF PAVEMENT OF ROLLING HILLS DRIVE.  NOTE--  ACCESS TO
 AJ3074'POINT THROUGH SIX INCH LOGO CAP.  DATUM POINT IS 0.35 FT BELOW CAP.
 AJ3074' 
 AJ3074'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3060 ***********************************************************************
 AJ3060  DESIGNATION -  BH20 RM
 AJ3060  PID         -  AJ3060
 AJ3060  STATE/COUNTY-  IL/COOK
 AJ3060  USGS QUAD   -  STREAMWOOD (1993)
 AJ3060
 AJ3060                         *CURRENT SURVEY CONTROL
 AJ3060  ___________________________________________________________________
 AJ3060* NAD 83(1997)-  42 07 10.45835(N)    088 14 06.16356(W)     ADJUSTED  
 AJ3060* NAVD 88     -       271.6    (meters)     891.     (feet)  GPS OBS   
 AJ3060  ___________________________________________________________________
 AJ3060  X           -     145,936.112 (meters)                     COMP
 AJ3060  Y           -  -4,736,030.329 (meters)                     COMP
 AJ3060  Z           -   4,255,624.150 (meters)                     COMP
 AJ3060  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AJ3060  ELLIP HEIGHT-         237.99  (meters)          (02/03/05) GPS OBS
 AJ3060  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AJ3060
 AJ3060  HORZ ORDER  -  FIRST
 AJ3060  ELLP ORDER  -  FOURTH    CLASS II
 AJ3060
 AJ3060.The horizontal coordinates were established by GPS observations
 AJ3060.and adjusted by the National Geodetic Survey in April 2001..
 AJ3060
 AJ3060.The orthometric height was determined by GPS observations and a
 AJ3060.high-resolution geoid model.
 AJ3060
 AJ3060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3060
 AJ3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3060
 AJ3060.The ellipsoidal height was determined by GPS observations
 AJ3060.and is referenced to NAD 83.
 AJ3060
 AJ3060.The geoid height was determined by GEOID03.
 AJ3060
 AJ3060;                    North         East     Units Scale Factor Converg.
 AJ3060;SPC IL E     -   605,388.320   308,127.762   MT  0.99997581   +0 03 57.3
 AJ3060;SPC IL E     - 1,986,178.18  1,010,915.83   sFT  0.99997581   +0 03 57.3
 AJ3060;UTM  16      - 4,663,790.312   397,907.375   MT  0.99972825   -0 49 42.2
 AJ3060
 AJ3060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3060!SPC IL E     -   0.99996268  x   0.99997581  =   0.99993849
 AJ3060!UTM  16      -   0.99996268  x   0.99972825  =   0.99969094
 AJ3060
 AJ3060|---------------------------------------------------------------------|
 AJ3060| PID    Reference Object                     Distance      Geod. Az  |
 AJ3060|                                                           dddmmss.s |
 AJ3060| AJ3074 BH20                                175.459 METERS 00033     |
 AJ3060|---------------------------------------------------------------------|
 AJ3060
 AJ3060                          SUPERSEDED SURVEY CONTROL
 AJ3060
 AJ3060  ELLIP H (04/24/01)  238.01   (m)                       GP(       ) 4 1
 AJ3060
 AJ3060.Superseded values are not recommended for survey control.
 AJ3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3060.See file dsdata.txt to determine how the superseded data were derived.
 AJ3060
 AJ3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9790763790(NAD 83)
 AJ3060_MARKER: I = METAL ROD
 AJ3060_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3060+WITH SETTING: INFORMATION.
 AJ3060_MARK LOGO: IL0512
 AJ3060_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ3060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3060+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AJ3060
 AJ3060  HISTORY     - Date     Condition        Report By
 AJ3060  HISTORY     - 20001003 MONUMENTED       SECI
 AJ3060
 AJ3060                          STATION DESCRIPTION
 AJ3060
 AJ3060'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3060'THIS POINT IS AN AZIMUTH MARK NOT BE INCLUDED WITHIN THE SUBMITTAL
 AJ3060'OF THIS PROJECT.  SET 1 1/4 INCH BY 30 INCH IRON REBAR WITH DRILLED
 AJ3060'MARK.
 AJ3060' 
 AJ3060'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3059 ***********************************************************************
 AJ3059  DESIGNATION -  BH21
 AJ3059  PID         -  AJ3059
 AJ3059  STATE/COUNTY-  IL/COOK
 AJ3059  USGS QUAD   -  STREAMWOOD (1993)
 AJ3059
 AJ3059                         *CURRENT SURVEY CONTROL
 AJ3059  ___________________________________________________________________
 AJ3059* NAD 83(1997)-  42 06 49.81001(N)    088 10 56.50710(W)     ADJUSTED  
 AJ3059* NAVD 88     -       271.3    (meters)     890.     (feet)  GPS OBS   
 AJ3059  ___________________________________________________________________
 AJ3059  X           -     150,304.282 (meters)                     COMP
 AJ3059  Y           -  -4,736,320.973 (meters)                     COMP
 AJ3059  Z           -   4,255,151.343 (meters)                     COMP
 AJ3059  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ3059  ELLIP HEIGHT-         237.68  (meters)          (02/03/05) GPS OBS
 AJ3059  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AJ3059
 AJ3059  HORZ ORDER  -  FIRST
 AJ3059  ELLP ORDER  -  FOURTH    CLASS II
 AJ3059
 AJ3059.The horizontal coordinates were established by GPS observations
 AJ3059.and adjusted by the National Geodetic Survey in April 2001..
 AJ3059
 AJ3059.The orthometric height was determined by GPS observations and a
 AJ3059.high-resolution geoid model.
 AJ3059
 AJ3059.Photographs are available for this station.
 AJ3059
 AJ3059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3059
 AJ3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3059
 AJ3059.The ellipsoidal height was determined by GPS observations
 AJ3059.and is referenced to NAD 83.
 AJ3059
 AJ3059.The geoid height was determined by GEOID03.
 AJ3059
 AJ3059;                    North         East     Units Scale Factor Converg.
 AJ3059;SPC IL E     -   604,757.601   312,485.372   MT  0.99997692   +0 06 04.5
 AJ3059;SPC IL E     - 1,984,108.90  1,025,212.42   sFT  0.99997692   +0 06 04.5
 AJ3059;UTM  16      - 4,663,091.837   402,253.509   MT  0.99971756   -0 47 34.7
 AJ3059
 AJ3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3059!SPC IL E     -   0.99996272  x   0.99997692  =   0.99993964
 AJ3059!UTM  16      -   0.99996272  x   0.99971756  =   0.99968029
 AJ3059
 AJ3059|---------------------------------------------------------------------|
 AJ3059| PID    Reference Object                     Distance      Geod. Az  |
 AJ3059|                                                           dddmmss.s |
 AJ3059| AJ3058 BH21 RM                             105.575 METERS 14334     |
 AJ3059|---------------------------------------------------------------------|
 AJ3059
 AJ3059                          SUPERSEDED SURVEY CONTROL
 AJ3059
 AJ3059  ELLIP H (04/24/01)  237.70   (m)                       GP(       ) 4 1
 AJ3059
 AJ3059.Superseded values are not recommended for survey control.
 AJ3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3059.See file dsdata.txt to determine how the superseded data were derived.
 AJ3059
 AJ3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0225463092(NAD 83)
 AJ3059_MARKER: I = METAL ROD
 AJ3059_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3059_STAMPING: BH21
 AJ3059_MARK LOGO: IL0512
 AJ3059_PROJECTION: FLUSH
 AJ3059_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3059+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AJ3059_ROD/PIPE-DEPTH:  6.1 meters
 AJ3059_SLEEVE-DEPTH  :  0.9 meters
 AJ3059
 AJ3059  HISTORY     - Date     Condition        Report By
 AJ3059  HISTORY     - 20001003 MONUMENTED       SECI
 AJ3059
 AJ3059                          STATION DESCRIPTION
 AJ3059
 AJ3059'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3059'STATION IS LOCATED IN THE VILLAGE OF BARRINGTON HILLS, IN SECTION 16,
 AJ3059'T42N, R9E.  STATION IS LOCATED AT THE WESTERLY JUNCTION OF IL RT 62
 AJ3059'AND IL RT 68 AT THE VILLAGE OF BARRINGTON HILLS VILLAGE HALL.
 AJ3059'STATION IS LOCATED 132 FT  SOUTH OF RT 62 / 68, 78 FT EAST OF THE
 AJ3059'NORTHEAST CORNER OF THE BARRINGTON FIRE STATION, 104 FT WEST OF
 AJ3059'THE WEST ENTRANCE TO THE VILLAGE HALL, 32 FT SOUTHEAST OF THE
 AJ3059'NORTH CORNER OF THE PARKING STALLS, 12.6 FT NORTH OF THE BACK OF
 AJ3059'CURB, 42 FT SOUTHEAST OF A WELL, 8.3 FT SOUTHWEST OF A FLAGPOLE.
 AJ3059'NOTE--  ACCESS TO POINT THROUGH A SIX INCH LOGO CAP.  DATUM POINT IS
 AJ3059'0.35 FT BELOW CAP.
 AJ3059' 
 AJ3059'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3058 ***********************************************************************
 AJ3058  DESIGNATION -  BH21 RM
 AJ3058  PID         -  AJ3058
 AJ3058  STATE/COUNTY-  IL/COOK
 AJ3058  USGS QUAD   -  STREAMWOOD (1993)
 AJ3058
 AJ3058                         *CURRENT SURVEY CONTROL
 AJ3058  ___________________________________________________________________
 AJ3058* NAD 83(1997)-  42 06 47.05716(N)    088 10 53.77769(W)     ADJUSTED  
 AJ3058* NAVD 88     -       270.9    (meters)     889.     (feet)  GPS OBS   
 AJ3058  ___________________________________________________________________
 AJ3058  X           -     150,368.754 (meters)                     COMP
 AJ3058  Y           -  -4,736,375.627 (meters)                     COMP
 AJ3058  Z           -   4,255,088.071 (meters)                     COMP
 AJ3058  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AJ3058  ELLIP HEIGHT-         237.29  (meters)          (02/03/05) GPS OBS
 AJ3058  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AJ3058
 AJ3058  HORZ ORDER  -  FIRST
 AJ3058  ELLP ORDER  -  FOURTH    CLASS II
 AJ3058
 AJ3058.The horizontal coordinates were established by GPS observations
 AJ3058.and adjusted by the National Geodetic Survey in April 2001..
 AJ3058
 AJ3058.The orthometric height was determined by GPS observations and a
 AJ3058.high-resolution geoid model.
 AJ3058
 AJ3058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3058
 AJ3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3058
 AJ3058.The ellipsoidal height was determined by GPS observations
 AJ3058.and is referenced to NAD 83.
 AJ3058
 AJ3058.The geoid height was determined by GEOID03.
 AJ3058
 AJ3058;                    North         East     Units Scale Factor Converg.
 AJ3058;SPC IL E     -   604,672.777   312,548.224   MT  0.99997694   +0 06 06.3
 AJ3058;SPC IL E     - 1,983,830.60  1,025,418.63   sFT  0.99997694   +0 06 06.3
 AJ3058;UTM  16      - 4,663,006.065   402,315.013   MT  0.99971741   -0 47 32.8
 AJ3058
 AJ3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3058!SPC IL E     -   0.99996278  x   0.99997694  =   0.99993973
 AJ3058!UTM  16      -   0.99996278  x   0.99971741  =   0.99968021
 AJ3058
 AJ3058|---------------------------------------------------------------------|
 AJ3058| PID    Reference Object                     Distance      Geod. Az  |
 AJ3058|                                                           dddmmss.s |
 AJ3058| AJ3059 BH21                                105.575 METERS 32334     |
 AJ3058|---------------------------------------------------------------------|
 AJ3058
 AJ3058                          SUPERSEDED SURVEY CONTROL
 AJ3058
 AJ3058  ELLIP H (04/24/01)  237.32   (m)                       GP(       ) 4 1
 AJ3058
 AJ3058.Superseded values are not recommended for survey control.
 AJ3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3058.See file dsdata.txt to determine how the superseded data were derived.
 AJ3058
 AJ3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0231563006(NAD 83)
 AJ3058_MARKER: I = METAL ROD
 AJ3058_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3058+WITH SETTING: INFORMATION.
 AJ3058_MARK LOGO: IL0512
 AJ3058_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ3058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3058+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AJ3058
 AJ3058  HISTORY     - Date     Condition        Report By
 AJ3058  HISTORY     - 20001003 MONUMENTED       SECI
 AJ3058
 AJ3058                          STATION DESCRIPTION
 AJ3058
 AJ3058'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3058'THIS POINT IS NOT TO BE INCLUDED WITH THE SUBMITTAL IT IS AN AZIMUTH
 AJ3058'MARK.  SET 1 1/4 INCH BY 30 INCH IRON REBAR WITH A DRILLED MARK.
 AJ3058' 
 AJ3058'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8599 ***********************************************************************
 DG8599  DESIGNATION -  BH22
 DG8599  PID         -  DG8599
 DG8599  STATE/COUNTY-  IL/COOK
 DG8599  USGS QUAD   -  STREAMWOOD (1993)
 DG8599
 DG8599                         *CURRENT SURVEY CONTROL
 DG8599  ___________________________________________________________________
 DG8599* NAD 83(1997)-  42 06 11.61082(N)    088 13 36.36304(W)     ADJUSTED  
 DG8599* NAVD 88     -       265.9    (meters)     872.     (feet)  GPS OBS   
 DG8599  ___________________________________________________________________
 DG8599  X           -     146,657.905 (meters)                     COMP
 DG8599  Y           -  -4,737,222.022 (meters)                     COMP
 DG8599  Z           -   4,254,273.342 (meters)                     COMP
 DG8599  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DG8599  ELLIP HEIGHT-         232.33  (meters)          (02/03/05) GPS OBS
 DG8599  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DG8599
 DG8599  HORZ ORDER  -  FIRST
 DG8599  ELLP ORDER  -  FOURTH    CLASS II
 DG8599
 DG8599.The horizontal coordinates were established by GPS observations
 DG8599.and adjusted by the GEWALT-HAMILTON in December 2004..
 DG8599
 DG8599.The orthometric height was determined by GPS observations and a
 DG8599.high-resolution geoid model.
 DG8599
 DG8599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8599
 DG8599.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8599
 DG8599.The ellipsoidal height was determined by GPS observations
 DG8599.and is referenced to NAD 83.
 DG8599
 DG8599.The geoid height was determined by GEOID03.
 DG8599
 DG8599;                    North         East     Units Scale Factor Converg.
 DG8599;SPC IL E     -   603,573.487   308,814.556   MT  0.99997596   +0 04 17.2
 DG8599;SPC IL E     - 1,980,224.02  1,013,169.09   sFT  0.99997596   +0 04 17.2
 DG8599;UTM  16      - 4,661,965.436   398,565.601   MT  0.99972660   -0 49 21.3
 DG8599
 DG8599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8599!SPC IL E     -   0.99996356  x   0.99997596  =   0.99993952
 DG8599!UTM  16      -   0.99996356  x   0.99972660  =   0.99969017
 DG8599
 DG8599|---------------------------------------------------------------------|
 DG8599| PID    Reference Object                     Distance      Geod. Az  |
 DG8599|                                                           dddmmss.s |
 DG8599| DG8600 BH22 AZ MK                          234.722 METERS 21228     |
 DG8599|---------------------------------------------------------------------|
 DG8599
 DG8599                          SUPERSEDED SURVEY CONTROL
 DG8599
 DG8599  ELLIP H (12/29/04)  232.35   (m)                       GP(       ) 3 2
 DG8599
 DG8599.Superseded values are not recommended for survey control.
 DG8599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8599.See file dsdata.txt to determine how the superseded data were derived.
 DG8599
 DG8599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9856661965(NAD 83)
 DG8599_MARKER: I = METAL ROD
 DG8599_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG8599_STAMPING: BH22
 DG8599_MARK LOGO: GEWALT
 DG8599_PROJECTION: RECESSED 15 CENTIMETERS
 DG8599_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8599+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2003
 DG8599_ROD/PIPE-DEPTH:  3.0 meters
 DG8599_SLEEVE-DEPTH  :  0.9 meters
 DG8599
 DG8599  HISTORY     - Date     Condition        Report By
 DG8599  HISTORY     - 20030912 MONUMENTED       GEWALT
 DG8599
 DG8599                          STATION DESCRIPTION
 DG8599
 DG8599'DESCRIBED BY GEWALT-HAMILTON 2003 (DB)
 DG8599'THE STATION IS LOCATED APPROXIMATELY 2.2 MI WSW FROM BARRINGTON HILLS
 DG8599'VILLAGE HALL IN THE SOUTHEAST QUARTER OF SECTION 19 TOWNSHIP 42 NORTH
 DG8599'9 EAST IN COOK  COUNTY.
 DG8599' 
 DG8599'THE STATION IS ON RIGHT-OF-WAY LAND AT THE SOUTHEAST CORNER OF PENNY
 DG8599'ROAD  AND PONDGATE  DRIVE.
 DG8599' 
 DG8599'TO REACH THE STATION FROM THE BARRINGTON HILLS VILLAGE HALL AT THE
 DG8599'INTERSECTION ILLINOIS ROUTE 68 AND 62 PROCEED SOUTHWEST ON ROUTE 68
 DG8599'1.5 MI TO THE  INTERSECTION WITH HEALY ROAD. PROCEED SOUTH / SOUTHWEST
 DG8599'ON HEALY 0.7 MI TO THE  INTERSECTION WITH PENNY ROAD. PROCEED WEST ON
 DG8599'PENNY ROAD 0.1 MI TO PONDGATE DRIVE.
 DG8599' 
 DG8599'THE STATION IS 38.4 FEET SOUTHWEST OF CENTERLINE OF PENNY ROAD,  26.0
 DG8599'FEET EAST OF CENTERLINE OF POND GATE DRIVE AND 22.5 FEET SOUTHWEST OF
 DG8599'FIRST POWER  POLE EAST OF PENNY ROAD AND POND GATE ROAD INTERSECTION
 DG8599'ON SOUTH SIDE OF PENNY ROAD.  NOTE  ACCESS TO DATUM POINT THROUGH
 DG8599'6-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8600 ***********************************************************************
 DG8600  DESIGNATION -  BH22 AZ MK
 DG8600  PID         -  DG8600
 DG8600  STATE/COUNTY-  IL/COOK
 DG8600  USGS QUAD   -  STREAMWOOD (1993)
 DG8600
 DG8600                         *CURRENT SURVEY CONTROL
 DG8600  ___________________________________________________________________
 DG8600* NAD 83(1997)-  42 06 05.19228(N)    088 13 41.84656(W)     ADJUSTED  
 DG8600* NAVD 88     -       263.2    (meters)     864.     (feet)  GPS OBS   
 DG8600  ___________________________________________________________________
 DG8600  X           -     146,536.009 (meters)                     COMP
 DG8600  Y           -  -4,737,356.612 (meters)                     COMP
 DG8600  Z           -   4,254,124.572 (meters)                     COMP
 DG8600  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DG8600  ELLIP HEIGHT-         229.60  (meters)          (02/03/05) GPS OBS
 DG8600  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DG8600
 DG8600  HORZ ORDER  -  FIRST
 DG8600  ELLP ORDER  -  FOURTH    CLASS II
 DG8600
 DG8600.The horizontal coordinates were established by GPS observations
 DG8600.and adjusted by the GEWALT-HAMILTON in December 2004..
 DG8600
 DG8600.The orthometric height was determined by GPS observations and a
 DG8600.high-resolution geoid model.
 DG8600
 DG8600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8600
 DG8600.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8600
 DG8600.The ellipsoidal height was determined by GPS observations
 DG8600.and is referenced to NAD 83.
 DG8600
 DG8600.The geoid height was determined by GEOID03.
 DG8600
 DG8600;                    North         East     Units Scale Factor Converg.
 DG8600;SPC IL E     -   603,375.297   308,688.808   MT  0.99997593   +0 04 13.5
 DG8600;SPC IL E     - 1,979,573.79  1,012,756.53   sFT  0.99997593   +0 04 13.5
 DG8600;UTM  16      - 4,661,769.281   398,436.808   MT  0.99972692   -0 49 24.9
 DG8600
 DG8600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8600!SPC IL E     -   0.99996399  x   0.99997593  =   0.99993992
 DG8600!UTM  16      -   0.99996399  x   0.99972692  =   0.99969092
 DG8600
 DG8600|---------------------------------------------------------------------|
 DG8600| PID    Reference Object                     Distance      Geod. Az  |
 DG8600|                                                           dddmmss.s |
 DG8600| DG8599 BH22                                234.722 METERS 03228     |
 DG8600|---------------------------------------------------------------------|
 DG8600
 DG8600                          SUPERSEDED SURVEY CONTROL
 DG8600
 DG8600  ELLIP H (12/29/04)  229.62   (m)                       GP(       ) 3 2
 DG8600
 DG8600.Superseded values are not recommended for survey control.
 DG8600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8600.See file dsdata.txt to determine how the superseded data were derived.
 DG8600
 DG8600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9843761769(NAD 83)
 DG8600_MARKER: DD = SURVEY DISK
 DG8600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8600_STAMPING: BH22 AZ MK
 DG8600_MARK LOGO: GEWALT
 DG8600_PROJECTION: FLUSH
 DG8600_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8600+STABILITY: SURFACE MOTION
 DG8600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8600+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2003
 DG8600
 DG8600  HISTORY     - Date     Condition        Report By
 DG8600  HISTORY     - 20030912 MONUMENTED       GEWALT
 DG8600
 DG8600                          STATION DESCRIPTION
 DG8600
 DG8600'DESCRIBED BY GEWALT-HAMILTON 2003 (DB)
 DG8600'THE STATION IS LOCATED APPROXIMATELY 2.3 MI WSW FROM BARRINGTON HILLS
 DG8600'VILLAGE HALL IN THE SOUTHEAST QUARTER OF SECTION 19 TOWNSHIP 42 NORTH
 DG8600'9 EAST IN COOK  COUNTY.
 DG8600' 
 DG8600'THE STATION IS ON RIGHT-OF-WAY LAND IN POND GATE DRIVE AND 703 GOODMAN
 DG8600'COURT.
 DG8600' 
 DG8600'TO REACH THE STATION FROM THE BARRINGTON HILLS VILLAGE HALL AT THE
 DG8600'INTERSECTION ILLINOIS ROUTE 68 AND 62 PROCEED SOUTHWEST ON ROUTE 68
 DG8600'1.5 MI TO THE  INTERSECTION WITH HEALY ROAD. PROCEED SOUTH / SOUTHWEST
 DG8600'ON HEALY 0.7 MI TO THE  INTERSECTION WITH PENNY ROAD. PROCEED WEST ON
 DG8600'PENNY ROAD 0.1 MI TO PONDGATE DRIVE.  PROCEED SOUTH ON PONDGATE DRIVE
 DG8600'0.15 MI.
 DG8600' 
 DG8600'THE STATION IS 109 FEET SOUTH OF CENTERLINE OF GOODMAN COURT,  19.5
 DG8600'FEET WEST OF POND GATE DRIVE AND 184.2 FEET EAST OF SOUTHEAST CORNER
 DG8600'OF TWO STORY  BRICK RESIDENCE AT 703 GOODMAN COURT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1658 ***********************************************************************
 JB1658  DESIGNATION -  BIBLE
 JB1658  PID         -  JB1658
 JB1658  STATE/COUNTY-  IL/CLAY
 JB1658  USGS QUAD   -  LATONA (1985)
 JB1658
 JB1658                         *CURRENT SURVEY CONTROL
 JB1658  ___________________________________________________________________
 JB1658* NAD 83(1997)-  38 52 41.38024(N)    088 22 13.38480(W)     ADJUSTED  
 JB1658* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 JB1658  ___________________________________________________________________
 JB1658  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JB1658  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JB1658
 JB1658  HORZ ORDER  -  SECOND
 JB1658
 JB1658.The horizontal coordinates were established by classical geodetic methods
 JB1658.and adjusted by the National Geodetic Survey in October 1999..
 JB1658
 JB1658.The orthometric height was scaled from a topographic map.
 JB1658
 JB1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1658
 JB1658.The geoid height was determined by GEOID03.
 JB1658
 JB1658;                    North         East     Units Scale Factor Converg.
 JB1658;SPC IL E     -   245,453.179   296,784.959   MT  0.99997513   -0 01 23.7
 JB1658;SPC IL E     -   805,290.97    973,701.99   sFT  0.99997513   -0 01 23.7
 JB1658;UTM  16      - 4,304,148.491   381,130.317   MT  0.99977399   -0 51 36.9
 JB1658
 JB1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1658!SPC IL E     -   0.99998001  x   0.99997513  =   0.99995514
 JB1658!UTM  16      -   0.99998001  x   0.99977399  =   0.99975400
 JB1658
 JB1658:                Primary Azimuth Mark                     Grid Az
 JB1658:SPC IL E     -  BIBLE AZ MK                              141 46 25.9
 JB1658:UTM  16      -  BIBLE AZ MK                              142 36 39.1
 JB1658
 JB1658|---------------------------------------------------------------------|
 JB1658| PID    Reference Object                     Distance      Geod. Az  |
 JB1658|                                                           dddmmss.s |
 JB1658| CI3001 BIBLE AZ MK                                        1414502.2 |
 JB1658| JB1641 CLAY CITY MUNICIPAL TANK            APPROX.21.6 KM 1762542.4 |
 JB1658| JB1642 CLAY CITY RAD STA KSC 370 MAST      APPROX.23.7 KM 1763635.6 |
 JB1658| CI3002 BIBLE RM 1                           25.997 METERS 17935     |
 JB1658| KB1231 HARTVILLE STATE POLICE RAD TWR      APPROX.23.8 KM 3212625.2 |
 JB1658| CI3003 BIBLE RM 2                           22.472 METERS 35935     |
 JB1658|---------------------------------------------------------------------|
 JB1658
 JB1658                          SUPERSEDED SURVEY CONTROL
 JB1658
 JB1658  NAD 83(1997)-  38 52 41.38945(N)    088 22 13.38007(W) AD(       ) 2
 JB1658  NAD 83(1986)-  38 52 41.39330(N)    088 22 13.38087(W) AD(       ) 2
 JB1658  NAD 27      -  38 52 41.22912(N)    088 22 13.22506(W) AD(       ) 2
 JB1658
 JB1658.Superseded values are not recommended for survey control.
 JB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1658.See file dsdata.txt to determine how the superseded data were derived.
 JB1658
 JB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8113004148(NAD 83)
 JB1658_MARKER: DS = TRIANGULATION STATION DISK
 JB1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1658
 JB1658  HISTORY     - Date     Condition        Report By
 JB1658  HISTORY     - 1961     MONUMENTED       CGS
 JB1658
 JB1658                          STATION DESCRIPTION
 JB1658
 JB1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1658'IT IS ABOUT 13 MILES NORTH OF CLAY CITY, 8 MILES NORTH OF SAILOR
 JB1658'SPRINGS, IN THE NW 0.25
 JB1658'OF SEC 13, T-5-N, R-7-E, AND ON THE PROPERTY OF MR WALTER
 JB1658'GALLOWAY.  IT IS 412 FEET
 JB1658'SOUTH OF A SMALL CLUMP OF HEDGE TREES, 22
 JB1658'FEET WEST OF THE CENTERLINE OF A GRADED ROAD
 JB1658'AND 5 FEET SOUTHEAST OF
 JB1658'A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JB1658'BIBLE 1961.
 JB1658'
 JB1658'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST EAST OF THE
 JB1658'RAILROAD DEPOT IN CLAY CITY,
 JB1658'GO NORTH ON THE PAVED ROAD FOR 1.25 MILE TO THE
 JB1658'CONCRETE BRIDGE OVER THE LITTLE
 JB1658'WABASH RIVER.  CONTINUE NORTH ON THE
 JB1658'PAVED ROAD FOR 4.3 MILES TO A CROSSROAD AND A SIGN
 JB1658'ON THE RIGHT
 JB1658'LOUISVILLE 8.  CONTINUE NORTH ON THE PAVED ROAD FOR 2.7 MILES TO A
 JB1658'GRAVELED
 JB1658'CROSSROAD.  CONTINUE NORTH ON THE PAVED ROAD FOR 4.2 MILES
 JB1658'TO A GRAVELED CROSSROAD AND
 JB1658'A SIGN OF THE RIGHT BIBLE GROVE 4 M.
 JB1658'TURN RIGHT AND GO EAST, NORTH AND EAST ON THE
 JB1658'GRAVELED ROAD FOR 1.05
 JB1658'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON THE GRADED
 JB1658'ROAD FOR 0.3 MILE
 JB1658'TO THE STATION ON THE LEFT.
 JB1658'
 JB1658'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINE EAST ON THE
 JB1658'GRAVELED ROAD FOR 0.2
 JB1658'MILE TO THE AZIMUTH MARK ON THE LEFT.
 JB1658'
 JB1658'REFERENCE MARK 1 IS 87 FEET SOUTH OF THE WITNESS POST AND 25 FEET
 JB1658'WEST OF THE CENTERLINE OF
 JB1658'THE ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS
 JB1658'STAMPED BIBLE NO 1 1961.
 JB1658'
 JB1658'REFERENCE MARK 2 IS 71 FEET NORTH OF THE WITNESS POST AND 22 FEET
 JB1658'WEST OF THE CENTERLINE OF
 JB1658'THE ROAD.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 JB1658'STAMPED BIBLE NO 2 1961.
 JB1658'
 JB1658'THE AZIMUTH MARK IS 102 FEET NORTHWEST OF THE INTERSECTION OF THE
 JB1658'GRAVELED ROAD AND A DRIVEWAY
 JB1658'SOUTH, 19 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 JB1658'FOOT SOUTH OF A FENCE AND 1 FOOT
 JB1658'WEST OF A TELEPHONE POLE AND WITNESS
 JB1658'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 JB1658'IS STAMPED BIBLE 1961.
 JB1658'
 JB1658'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1662 ***********************************************************************
 JB1662  DESIGNATION -  BIBLE GROVE ST PAULS CH SPIRE
 JB1662  PID         -  JB1662
 JB1662  STATE/COUNTY-  IL/CLAY
 JB1662  USGS QUAD   -  EBERLE (1985)
 JB1662
 JB1662                         *CURRENT SURVEY CONTROL
 JB1662  ___________________________________________________________________
 JB1662* NAD 83(1997)-  38 54 43.38379(N)    088 26 11.31160(W)     ADJUSTED  
 JB1662* NAVD 88     -                                                        
 JB1662  ___________________________________________________________________
 JB1662  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 JB1662  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JB1662
 JB1662  HORZ ORDER  -  THIRD
 JB1662
 JB1662.The horizontal coordinates were established by classical geodetic methods
 JB1662.and adjusted by the National Geodetic Survey in October 1999..
 JB1662
 JB1662
 JB1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1662
 JB1662.The geoid height was determined by GEOID03.
 JB1662
 JB1662;                    North         East     Units Scale Factor Converg.
 JB1662;SPC IL E     -   249,219.724   291,054.342   MT  0.99997599   -0 03 53.2
 JB1662;SPC IL E     -   817,648.38    954,900.79   sFT  0.99997599   -0 03 53.2
 JB1662;UTM  16      - 4,307,997.632   375,456.448   MT  0.99979100   -0 54 08.7
 JB1662
 JB1662                          SUPERSEDED SURVEY CONTROL
 JB1662
 JB1662  NAD 83(1997)-  38 54 43.39479(N)    088 26 11.30727(W) AD(       ) 4
 JB1662  NAD 83(1986)-  38 54 43.39729(N)    088 26 11.30790(W) AD(       ) 4
 JB1662  NAD 27      -  38 54 43.23379(N)    088 26 11.14508(W) AD(       ) 3
 JB1662
 JB1662.Superseded values are not recommended for survey control.
 JB1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1662.See file dsdata.txt to determine how the superseded data were derived.
 JB1662
 JB1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7545607998(NAD 83)
 JB1662_MARKER: 90 = CHURCH SPIRE
 JB1662
 JB1662  HISTORY     - Date     Condition        Report By
 JB1662  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1662
 JB1662                          STATION DESCRIPTION
 JB1662
 JB1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1662'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE LOCATED ABOUT 3
 JB1662'MILES NORTHEAST OF
 JB1662'THE VILLAGE OF BIBLE GROVE.  IT IS A SMALL WOOD
 JB1662'CHURCH PAINTED WHITE WITH A METAL
 JB1662'SPIRE PAINTED WHITE ON ITS TOP.
 JB1662'THE OVERALL HEIGHT IS ABOUT 60 FEET.
 JB1662'
 JB1662'TO REACH FROM THE POST OFFICE IN BIBLE GROVE, GO EAST ON A PAVED ROAD
 JB1662'FOR 0.5 MILE TO A SIDE
 JB1662'ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 JB1662'2.8 MILES TO A T-ROAD AND THE
 JB1662'CHURCH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1712 ***********************************************************************
 JB1712  DESIGNATION -  BIG
 JB1712  PID         -  JB1712
 JB1712  STATE/COUNTY-  IL/WAYNE
 JB1712  USGS QUAD   -  BOYLESTON (1971)
 JB1712
 JB1712                         *CURRENT SURVEY CONTROL
 JB1712  ___________________________________________________________________
 JB1712* NAD 83(1997)-  38 19 05.93786(N)    088 27 16.26938(W)     ADJUSTED  
 JB1712* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 JB1712  ___________________________________________________________________
 JB1712  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 JB1712  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 JB1712
 JB1712  HORZ ORDER  -  THIRD
 JB1712
 JB1712.The horizontal coordinates were established by classical geodetic methods
 JB1712.and adjusted by the National Geodetic Survey in October 1999..
 JB1712
 JB1712.The orthometric height was scaled from a topographic map.
 JB1712
 JB1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1712
 JB1712.The geoid height was determined by GEOID03.
 JB1712
 JB1712;                    North         East     Units Scale Factor Converg.
 JB1712;SPC IL E     -   183,313.840   289,402.377   MT  0.99997638   -0 04 30.5
 JB1712;SPC IL E     -   601,422.16    949,480.97   sFT  0.99997638   -0 04 30.5
 JB1712;UTM  16      - 4,242,134.628   372,847.871   MT  0.99979911   -0 54 07.1
 JB1712
 JB1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1712!SPC IL E     -   0.99998503  x   0.99997638  =   0.99996141
 JB1712!UTM  16      -   0.99998503  x   0.99979911  =   0.99978415
 JB1712
 JB1712|---------------------------------------------------------------------|
 JB1712| PID    Reference Object                     Distance      Geod. Az  |
 JB1712|                                                           dddmmss.s |
 JB1712| CI3005 BIG RM 1                             18.751 METERS 04752     |
 JB1712| CI3004 BIG AZ MK                                          0882847.0 |
 JB1712| CI3006 BIG RM 2                             20.413 METERS 31050     |
 JB1712|---------------------------------------------------------------------|
 JB1712
 JB1712                          SUPERSEDED SURVEY CONTROL
 JB1712
 JB1712  NAD 83(1997)-  38 19 05.94674(N)    088 27 16.26716(W) AD(       ) 3
 JB1712  NAD 83(1997)-  38 19 05.94944(N)    088 27 16.26750(W) AD(       ) 3
 JB1712  NAD 83(1986)-  38 19 05.95122(N)    088 27 16.26882(W) AD(       ) 3
 JB1712  NAD 27      -  38 19 05.77873(N)    088 27 16.09407(W) AD(       ) 3
 JB1712
 JB1712.Superseded values are not recommended for survey control.
 JB1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1712.See file dsdata.txt to determine how the superseded data were derived.
 JB1712
 JB1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7284842135(NAD 83)
 JB1712_MARKER: DS = TRIANGULATION STATION DISK
 JB1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1712
 JB1712  HISTORY     - Date     Condition        Report By
 JB1712  HISTORY     - 1961     MONUMENTED       CGS
 JB1712
 JB1712                          STATION DESCRIPTION
 JB1712
 JB1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1712'THE STATION IS ABOUT 7 MILES SOUTHWEST OF FAIRFIELD, 5.25 MILES
 JB1712'SOUTHEAST OF SIMS, IN BIG
 JB1712'MOUND TOWNSHIP, IN AN UNUSED SCHOOL YARD, IN THE
 JB1712'SOUTHWEST 0.25 OF SECTION 29, T
 JB1712'2 S, R 7 E AND ON THE PROPERTY OF MR
 JB1712'FRANK SHORB.  IT IS 16 FEET NORTH OF A WATER PUMP,
 JB1712'48 FEET SOUTH OF A
 JB1712'WIRE FENCE, 54 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OLD
 JB1712'SCHOOL HOUSE, 65
 JB1712'FEET WEST OF A WIRE FENCE, 68 FEET SOUTH OF THE
 JB1712'CENTERLINE OF A GRAVELED ROAD AND
 JB1712'72 FEET SOUTHEAST OF A WITNESS
 JB1712'POST.  THE MONUMENT IS 16 INCHES UNDERGROUND AND THE
 JB1712'DISK IS STAMPED BIG 1961.
 JB1712'
 JB1712'TO REACH FROM THE JUNCTION OF U S HIGHWAY 45 AND STATE HIGHWAY 15
 JB1712'ABOUT 2 MILES WEST OF
 JB1712'FAIRFIELD, GO WEST ON HIGHWAY 15 FOR 2.35 MILES TO A
 JB1712'CROSSROAD IN THE VILLAGE
 JB1712'OF BOYLESTON.  TURN LEFT AND GO SOUTH ON A
 JB1712'PAVED ROAD FOR 0.6 MILE TO A RAILROAD
 JB1712'CROSSING AT THE END OF THE
 JB1712'PAVEMENT.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 1.55
 JB1712'MILES TO WHERE
 JB1712'ROAD CURVES WEST.  TURN RIGHT AND GO WEST ON THE GRAVELED ROAD FOR
 JB1712'0.25 MILE TO A
 JB1712'T-ROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 JB1712'1.45 MILES TO A CROSSROAD AND THE
 JB1712'AZIMUTH MARK IN THE SOUTHWEST ANGLE
 JB1712'OF THE CROSSROAD.  TURN RIGHT AND GO WEST ON A
 JB1712'GRAVELED ROAD FOR 0.35
 JB1712'MILE TO THE STATION ON THE LEFT.
 JB1712'
 JB1712'REFERENCE MARK 1 IS 6 FEET SOUTH OF A WIRE FENCE, 21 FEET WEST OF A
 JB1712'WIRE FENCE, 27 FEET SOUTH OF
 JB1712'THE CENTERLINE OF THE GRAVELED ROAD AND 100 FEET
 JB1712'EAST OF THE WITNESS POST.  THE
 JB1712'MONUMENT IS FLUSH AND THE DISK IS
 JB1712'STAMPED BIG NO 1 1961.
 JB1712'
 JB1712'REFERENCE MARK 2 IS 5 FEET SOUTHEAST OF THE WITNESS POST, 5 FEET
 JB1712'SOUTH OF THE WIRE FENCE,
 JB1712'17 FEET NORHTEAST OF AN 8 INCH PINE TREE AND 24 FEET
 JB1712'SOUTH OF THE CENTERLINE OF THE
 JB1712'GRAVELED ROAD.  THE MONUMENT IS FLUSH
 JB1712'AND THE DISK IS STAMPED BIG NO 2 1961.
 JB1712'
 JB1712'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A WITNESS POST, 2 FEET WEST
 JB1712'OF A POWER POLE, 21 FEET
 JB1712'WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 22 FEET
 JB1712'SOUTH OF THE CENTERLINE OF A
 JB1712'GRAVELED ROAD.  THE MONUMENT PROJECTS 6
 JB1712'INCHES AND THE DISK IS STAMPED BIG 1961.
 JB1712'
 JB1712'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1148 ***********************************************************************
 NH1148  DESIGNATION -  BIG FOOT PRAIRIE NATL BUS MAST
 NH1148  PID         -  NH1148
 NH1148  STATE/COUNTY-  IL/MCHENRY
 NH1148  USGS QUAD   -  HARVARD (1975)
 NH1148
 NH1148                         *CURRENT SURVEY CONTROL
 NH1148  ___________________________________________________________________
 NH1148* NAD 83(1997)-  42 29 37.79623(N)    088 33 04.04812(W)     ADJUSTED  
 NH1148* NAVD 88     -                                                        
 NH1148  ___________________________________________________________________
 NH1148  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 NH1148  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NH1148
 NH1148  HORZ ORDER  -  THIRD
 NH1148
 NH1148.The horizontal coordinates were established by classical geodetic methods
 NH1148.and adjusted by the National Geodetic Survey in October 1999..
 NH1148
 NH1148
 NH1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1148
 NH1148.The geoid height was determined by GEOID03.
 NH1148
 NH1148;                    North         East     Units Scale Factor Converg.
 NH1148;SPC IL E     -   646,978.166   282,096.468   MT  0.99997894   -0 08 49.6
 NH1148;SPC IL E     - 2,122,627.53    925,511.50   sFT  0.99997894   -0 08 49.6
 NH1148;SPC WI S     -    55,896.228   719,108.623   MT  1.00005689   +0 59 43.9
 NH1148;SPC WI S     -   183,386.21  2,359,275.54   sFT  1.00005689   +0 59 43.9
 NH1148;UTM  16      - 4,705,773.878   372,536.186   MT  0.99979990   -1 02 52.6
 NH1148
 NH1148                          SUPERSEDED SURVEY CONTROL
 NH1148
 NH1148  NAD 83(1997)-  42 29 37.79597(N)    088 33 04.04877(W) AD(       ) 4
 NH1148  NAD 83(1986)-  42 29 37.79353(N)    088 33 04.05348(W) AD(       ) 4
 NH1148  NAD 27      -  42 29 37.73400(N)    088 33 03.69300(W) AD(       ) 3
 NH1148
 NH1148.Superseded values are not recommended for survey control.
 NH1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1148.See file dsdata.txt to determine how the superseded data were derived.
 NH1148
 NH1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7253605774(NAD 83)
 NH1148_MARKER: 42 = RADIO/TV MAST
 NH1148
 NH1148  HISTORY     - Date     Condition        Report By
 NH1148  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1148  HISTORY     - 19950513 GOOD             USPSQD
 NH1148  HISTORY     - 20030416 MARK NOT FOUND   USPSQD
 NH1148
 NH1148                          STATION DESCRIPTION
 NH1148
 NH1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1148'STATION IS THE CENTER OF THE RADIO MAST LOCATED ABOUT 3 MILES
 NH1148'NORTHWEST OF ALDEN.  IT IS A UNIFORM, CROSS SECTIONED, GUYED
 NH1148'STEEL MAST, PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE
 NH1148'WITH A FLASHING RED LIGHT ATOP AND FIXED RED LIGHTS ON THE
 NH1148'SIDE.  THE TOTAL HEIGHT IS ABOUT 150 FEET.
 NH1148
 NH1148                          STATION RECOVERY (1995)
 NH1148
 NH1148'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1148'RECOVERED IN GOOD CONDITION.
 NH1148
 NH1148                          STATION RECOVERY (2003)
 NH1148
 NH1148'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1148'MAST TORN DOWN IN LATE 1990S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1448 ***********************************************************************
 MF1448  DESIGNATION -  BIG GROVE
 MF1448  PID         -  MF1448
 MF1448  STATE/COUNTY-  IL/KENDALL
 MF1448  USGS QUAD   -  STAVANGER (1970)
 MF1448
 MF1448                         *CURRENT SURVEY CONTROL
 MF1448  ___________________________________________________________________
 MF1448* NAD 83(1997)-  41 29 12.30725(N)    088 33 37.13468(W)     ADJUSTED  
 MF1448* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 MF1448  ___________________________________________________________________
 MF1448  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MF1448  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1448
 MF1448  HORZ ORDER  -  THIRD
 MF1448
 MF1448.The horizontal coordinates were established by classical geodetic methods
 MF1448.and adjusted by the National Geodetic Survey in October 1999..
 MF1448
 MF1448.The orthometric height was scaled from a topographic map.
 MF1448
 MF1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1448
 MF1448.The geoid height was determined by GEOID03.
 MF1448
 MF1448;                    North         East     Units Scale Factor Converg.
 MF1448;SPC IL E     -   535,123.324   281,044.491   MT  0.99997942   -0 09 01.3
 MF1448;SPC IL E     - 1,755,650.44    922,060.13   sFT  0.99997942   -0 09 01.3
 MF1448;UTM  16      - 4,593,968.526   369,743.233   MT  0.99980880   -1 02 01.6
 MF1448
 MF1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1448!SPC IL E     -   0.99996974  x   0.99997942  =   0.99994916
 MF1448!UTM  16      -   0.99996974  x   0.99980880  =   0.99977855
 MF1448
 MF1448|---------------------------------------------------------------------|
 MF1448| PID    Reference Object                     Distance      Geod. Az  |
 MF1448|                                                           dddmmss.s |
 MF1448| CI6723 BIG GROVE RM 3                        6.265 METERS 08946     |
 MF1448| CI6720 BIG GROVE AZ MK                                    0935444.5 |
 MF1448| CI6721 BIG GROVE RM 1                       23.908 METERS 18149     |
 MF1448| MF1449 NORWAY ATT CO MICROWAVE KSA 81      APPROX. 6.1 KM 2355702.1 |
 MF1448| CI6722 BIG GROVE RM 2                       21.824 METERS 26922     |
 MF1448|---------------------------------------------------------------------|
 MF1448
 MF1448                          SUPERSEDED SURVEY CONTROL
 MF1448
 MF1448  NAD 83(1986)-  41 29 12.31149(N)    088 33 37.14437(W) AD(       ) 3
 MF1448  NAD 27      -  41 29 12.20330(N)    088 33 36.88060(W) AD(       ) 3
 MF1448
 MF1448.Superseded values are not recommended for survey control.
 MF1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1448.See file dsdata.txt to determine how the superseded data were derived.
 MF1448
 MF1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6974393969(NAD 83)
 MF1448_MARKER: DS = TRIANGULATION STATION DISK
 MF1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1448
 MF1448  HISTORY     - Date     Condition        Report By
 MF1448  HISTORY     - 1954     MONUMENTED       CGS
 MF1448  HISTORY     - 1978     GOOD             NGS
 MF1448  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF1448
 MF1448                          STATION DESCRIPTION
 MF1448
 MF1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1448'STATION IS LOCATED ABOUT 4 MILES WEST OF LISBON AND 4 MILES
 MF1448'SOUTH OF NEWARK ON HIGHWAY PROPERTY.  IT IS 78 FEET NORTHWEST
 MF1448'OF THE INTERSECTION OF U.S. HIGHWAY 52 AND A GRAVEL CROSSROAD,
 MF1448'69 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 45 FEET WEST OF A
 MF1448'FENCE CORNER, 39 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 52
 MF1448'AND 6 FEET WEST OF WHITE WITNESS POST.  THE MARK IS FLUSH AND
 MF1448'THE DISK IS STAMPED BIG GROVE 1954.
 MF1448'
 MF1448'REFERENCE MARK NO. 1 IS 68 FEET WEST OF THE CENTER OF A GRAVEL
 MF1448'ROAD, 43 FEET WEST OF A FENCE CORNER, 35 FEET SOUTH OF THE
 MF1448'CENTER OF U.S. HIGHWAY 52 AND 1 FOOT NORTH OF A FENCE LINE.
 MF1448'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BIG GROVE
 MF1448'NO 1 1954.
 MF1448'
 MF1448'REFERENCE MARK NO. 2 IS 39 FEET NORTH OF THE CENTER OF U.S.
 MF1448'HIGHWAY 52 AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 MF1448'2 INCHES AND THE DISK IS STAMPED BIG GROVE NO 2 1954.
 MF1448'
 MF1448'AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 MF1448'52, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT NORTHEAST OF
 MF1448'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 MF1448'IS STAMPED BIG GROVE 1954.
 MF1448'
 MF1448'TO REACH THE STATION FROM THE GRADE SCHOOL IN LISBON GO WEST
 MF1448'ON HARD SURFACED ROAD FOR 0.9 MILE TO JUNCTION OF U.S. HIGHWAY
 MF1448'52, GO WEST ON HIGHWAY 52 FOR 3.1 MILES TO AZIMUTH MARK ON
 MF1448'LEFT AS DESCRIBED.  CONTINUE WEST FOR 0.2 MILE TO STATION ON
 MF1448'RIGHT AS DESCRIBED.
 MF1448'
 MF1448'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MF1448
 MF1448                          STATION RECOVERY (1978)
 MF1448
 MF1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MF1448'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND
 MF1448'IN GOOD CONDITION.  REFERENCE MARK 2 WAS OBSTRUCTED BY 2 LARGE
 MF1448'TREES AND COULD NOT BE MEASURED OR OBSERVED.  REFERENCE MARK 3 WAS
 MF1448'ESTABLISHED AT THIS TIME.  THE 1954 DESCRIPTION IS ADEQUATE TO
 MF1448'RECOVER THE STATION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.
 MF1448'THE DIRECTION WAS LESS BY 1-MINUTE AND 31 SECONDS.
 MF1448'
 MF1448'REFERENCE MARK 3 IS 39 FEET NORTH OF THE CENTERLINE OF THE
 MF1448'HIGHWAY, 48 FEET WEST OF THE CENTERLINE OF ROODS ROAD, 1 FOOT EAST
 MF1448'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF FENCE LINE.  THE
 MF1448'MONUMENT PROJECTS 2 INCHES AND THE DISK STAMPED BIG GROVE 1954
 MF1448'NO 3 1978.
 MF1448'
 MF1448'A METAL WITNESS POST WAS SET 1.5 FEET EAST OF THE STATION.  ONE
 MF1448'SET 1 FOOT SOUTHWEST OF THE AZIMUTH MARK.
 MF1448'
 MF1448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES WEST
 MF1448'OF LISBON.
 MF1448'
 MF1448'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1448
 MF1448                          STATION RECOVERY (2001)
 MF1448
 MF1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1448'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1466 ***********************************************************************
 HB1466  DESIGNATION -  BIG RIDGE
 HB1466  PID         -  HB1466
 HB1466  STATE/COUNTY-  IL/SALINE
 HB1466  USGS QUAD   -  RUDEMENT (1996)
 HB1466
 HB1466                         *CURRENT SURVEY CONTROL
 HB1466  ___________________________________________________________________
 HB1466* NAD 83(1997)-  37 43 40.17612(N)    088 27 44.58441(W)     ADJUSTED  
 HB1466* NAVD 88     -       129.4    (meters)     425.     (feet)  GPS OBS   
 HB1466  ___________________________________________________________________
 HB1466  X           -     135,536.005 (meters)                     COMP
 HB1466  Y           -  -5,049,231.764 (meters)                     COMP
 HB1466  Z           -   3,881,655.486 (meters)                     COMP
 HB1466  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HB1466  ELLIP HEIGHT-          99.81  (meters)          (03/08/05) GPS OBS
 HB1466  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HB1466
 HB1466  HORZ ORDER  -  FIRST
 HB1466  ELLP ORDER  -  FOURTH    CLASS I
 HB1466
 HB1466.The horizontal coordinates were established by classical geodetic methods
 HB1466.and adjusted by the National Geodetic Survey in October 1999..
 HB1466
 HB1466.The orthometric height was determined by GPS observations and a
 HB1466.high-resolution geoid model.
 HB1466
 HB1466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1466
 HB1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1466
 HB1466.The ellipsoidal height was determined by GPS observations
 HB1466.and is referenced to NAD 83.
 HB1466
 HB1466.The geoid height was determined by GEOID03.
 HB1466
 HB1466;                    North         East     Units Scale Factor Converg.
 HB1466;SPC IL E     -   117,773.870   288,623.631   MT  0.99997659   -0 04 44.3
 HB1466;SPC IL E     -   386,396.44    946,926.03   sFT  0.99997659   -0 04 44.3
 HB1466;UTM  16      - 4,176,624.002   371,129.921   MT  0.99980456   -0 53 41.9
 HB1466
 HB1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1466!SPC IL E     -   0.99998434  x   0.99997659  =   0.99996093
 HB1466!UTM  16      -   0.99998434  x   0.99980456  =   0.99978890
 HB1466
 HB1466|---------------------------------------------------------------------|
 HB1466| PID    Reference Object                     Distance      Geod. Az  |
 HB1466|                                                           dddmmss.s |
 HB1466| CI3008 BIG RIDGE RM 1                       21.178 METERS 03552     |
 HB1466| CI3009 BIG RIDGE RM 2                       15.809 METERS 26801     |
 HB1466| HB1600 HARRISBURG MUNICIPAL TANK           APPROX. 6.8 KM 2790040.5 |
 HB1466| HB1602 HARRISBURG TV STA WSIL MAST         APPROX. 7.1 KM 2790253.1 |
 HB1466| HB1601 HARRISBURG RADIO STA WEBQ MAST      APPROX. 6.9 KM 2795746.5 |
 HB1466| CI3007 BIG RIDGE AZ MK                                    2860552.6 |
 HB1466| CI3010 BIG RIDGE RM 3                        4.300 METERS 28814     |
 HB1466|---------------------------------------------------------------------|
 HB1466
 HB1466                          SUPERSEDED SURVEY CONTROL
 HB1466
 HB1466  ELLIP H (10/21/99)   99.82   (m)                       GP(       ) 4 1
 HB1466  NAD 83(1997)-  37 43 40.17885(N)    088 27 44.58402(W) AD(       ) 1
 HB1466  NAD 83(1997)-  37 43 40.18048(N)    088 27 44.58404(W) AD(       ) 1
 HB1466  NAD 83(1986)-  37 43 40.18691(N)    088 27 44.58626(W) AD(       ) 1
 HB1466  NAD 83(1986)-  37 43 40.18815(N)    088 27 44.58783(W) AD(       ) 3
 HB1466  NAD 27      -  37 43 40.02321(N)    088 27 44.42783(W) AD(       ) 3
 HB1466
 HB1466.Superseded values are not recommended for survey control.
 HB1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1466.See file dsdata.txt to determine how the superseded data were derived.
 HB1466
 HB1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7113076624(NAD 83)
 HB1466_MARKER: DD = SURVEY DISK
 HB1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1466_SP_SET: CONCRETE POST
 HB1466_STAMPING: BIG RIDGE 1957 USCGS
 HB1466_MARK LOGO: CGS   
 HB1466_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1466+STABILITY: POSITION/ELEVATION WELL
 HB1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1466+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1993
 HB1466
 HB1466  HISTORY     - Date     Condition        Report By
 HB1466  HISTORY     - 1957     MONUMENTED       CGS
 HB1466  HISTORY     - 1957     GOOD             CGS
 HB1466  HISTORY     - 1978     SEE DESCRIPTION  NGS
 HB1466  HISTORY     - 19921209 GOOD
 HB1466  HISTORY     - 19930226 GOOD             NGS
 HB1466
 HB1466                          STATION DESCRIPTION
 HB1466
 HB1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1466'THE STATION IS LOCATED 4 MILES EAST OF HARRISBURG AND ON THE
 HB1466'RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.  IT IS 27 FEET SOUTH OF
 HB1466'THE CENTERLINE OF THE GRAVELED ROAD, 114 FEET SOUTHEAST OF THE
 HB1466'SOUTHEAST CORNER OF A FRAME HOUSE, 16 FEET SOUTHEAST OF A
 HB1466'TRANSFORMER POLE, 11 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 HB1466'NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED
 HB1466'BIG RIDGE 1957.
 HB1466'
 HB1466'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND EAST
 HB1466'POPLAR STREET IN HARRISBURG, GO EAST ON EAST POPLAR STREET (STATE
 HB1466'HIGHWAY 13) FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 45.
 HB1466'CONTINUE EAST ON STATE HIGHWAY 13 FOR 3.65 MILES TO A GRAVELED
 HB1466'CROSSROAD.  TURN RIGHT, SOUTH AND GO 0.7 MILE TO THE AZIMUTH MARK ON
 HB1466'THE LEFT, EAST SIDE OF THE ROAD.  CONTINUE AHEAD FOR 0.05 MILE
 HB1466'TO A T-ROAD INTERSECTION.  TURN LEFT, EAST FOR 0.2 MILE TO THE
 HB1466'STATION ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 HB1466'
 HB1466'REFERENCE MARK 1 IS 27 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HB1466'ROAD, 106 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HB1466'FRAME HOUSE, 73 FEET NORTHEAST OF A TRANSFORMER POLE, 66 FEET
 HB1466'NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 HB1466'CORNER.  THE MONUMENT PROJECTS 2 INCHES AND THE MARK IS STAMPED BIG
 HB1466'RIDGE NO 1 1957.
 HB1466'
 HB1466'REFERENCE MARK 2 IS 97 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME
 HB1466'HOUSE, 25 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 57
 HB1466'FEET WEST OF A WHITE WITNESS POST, 37 FEET WEST-SOUTHWEST OF A
 HB1466'TRANSFORMER POLE AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS
 HB1466'2 INCHES AND THE MARK IS STAMPED BIG RIDGE NO 2 1957.
 HB1466'
 HB1466'THE AZIMUTH MARK IS 19 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HB1466'ROAD, 4 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET NORTH OF A
 HB1466'TELEPHONE LINE POLE.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED
 HB1466'BIG RIDGE 1957.
 HB1466'
 HB1466'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 HB1466
 HB1466                          STATION RECOVERY (1957)
 HB1466
 HB1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HB1466'RECOVERED IN GOOD CONDITION.
 HB1466
 HB1466                          STATION RECOVERY (1978)
 HB1466
 HB1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HB1466'THE STATION SURFACE MARK WAS FOUND TO HAVE BEEN HIT BY FARM PLOW AND
 HB1466'LEANING TO THE WEST.  THE MARK WAS PULLED AND THE UNDERGROUND MARK
 HB1466'PLUMBED AND HELD.  A NEW SURFACE MARK WAS SET.  REFERENCE MARK 1
 HB1466'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION, HOWEVER THE
 HB1466'AZIMUTH MARK WAS NOT VISIBLE AS TREE ON LINE BLOCKED LINE OF
 HB1466'SIGHT.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED
 HB1466'DESTROYED BY FARM MACHINERY.  REFERENCE MARK 3 WAS
 HB1466'ESTABLISHED AT THIS TIME.  THE PREVIOUS DESCRIPTION AND TOO
 HB1466'REACH ARE ADEQUATE TO REACH THE STATION.  THE STATION IS
 HB1466'114 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 28
 HB1466'FEET SOUTH OF CENTERLINE OF ROAD, 16 FEET SOUTHEAST OF A
 HB1466'POWER POLE AND 1.8 FEET WEST OF A METAL WITNESS POST.  THE
 HB1466'MARK IS UNDERGROUND 10 INCHES AND THE DISK STAMPED BIG RIDGE
 HB1466'1957 1978.
 HB1466'
 HB1466'REFERENCE MARK 3 IS 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HB1466'16 FEET NORTHWEST OF THE METAL WITNESS POST AND 2.5 FEET SOUTHEAST
 HB1466'OF THE POWER POLE.  THE MONUMENT IS AN ALUMINUM TYPE VERTICAL
 HB1466'CONTROL MARK WITH AN ARROW STAMPED ON IT.  (THE VERTICAL BEING
 HB1466'STAMPED OFF THE DISK OF THE MARK).  THE DISK STAMPED BIG RIDGE
 HB1466'1957 NO 3 1978.
 HB1466'
 HB1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 HB1466'SOUTHEAST OF HARRISBURG.
 HB1466'
 HB1466'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 HB1466
 HB1466                          STATION RECOVERY (1992)
 HB1466
 HB1466'RECOVERED 1992
 HB1466'RECOVERED IN GOOD CONDITION.
 HB1466
 HB1466                          STATION RECOVERY (1993)
 HB1466
 HB1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB1466'FROM THE INTERSECTION OF ILLINOIS HIGHWAYS 13 AND 45 IN HARRISBURG,
 HB1466'ILLINOIS, PROCEED EAST ON HIGHWAY 13 5.96 KM (3.70 MI) TO COUNTY ROAD
 HB1466'1300 E. (LINDALE ROAD), TURN RIGHT AND PROCEED SOUTH ON 1300 E. 1.13
 HB1466'KM (0.70 MI) TO COUNTY HIGHWAY 875 N. (BIG RIDGE ROAD), PROCEED EAST
 HB1466'ON COUNTY ROAD 875 N. 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT
 HB1466'(SOUTH) SIDE OF THE ROAD. STATION BIG RIDGE IS A CIRCULAR INSCRIBED
 HB1466'BRASS CAP SET IN CONCRETE AND APPROXIMATELY 8 TO 10 INCHES BELOW
 HB1466'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1476 ***********************************************************************
 MF1476  DESIGNATION -  BIG ROCK
 MF1476  PID         -  MF1476
 MF1476  STATE/COUNTY-  IL/KANE
 MF1476  USGS QUAD   -  BIG ROCK (1975)
 MF1476
 MF1476                         *CURRENT SURVEY CONTROL
 MF1476  ___________________________________________________________________
 MF1476* NAD 83(1997)-  41 45 51.86117(N)    088 33 08.59208(W)     ADJUSTED  
 MF1476* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 MF1476  ___________________________________________________________________
 MF1476  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 MF1476  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1476
 MF1476  HORZ ORDER  -  THIRD
 MF1476
 MF1476.The horizontal coordinates were established by classical geodetic methods
 MF1476.and adjusted by the National Geodetic Survey in October 1999..
 MF1476
 MF1476.The orthometric height was scaled from a topographic map.
 MF1476
 MF1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1476
 MF1476.The geoid height was determined by GEOID03.
 MF1476
 MF1476;                    North         East     Units Scale Factor Converg.
 MF1476;SPC IL E     -   565,958.782   281,784.923   MT  0.99997908   -0 08 45.3
 MF1476;SPC IL E     - 1,856,816.44    924,489.37   sFT  0.99997908   -0 08 45.3
 MF1476;UTM  16      - 4,624,783.539   370,960.081   MT  0.99980490   -1 02 02.9
 MF1476
 MF1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1476!SPC IL E     -   0.99997131  x   0.99997908  =   0.99995039
 MF1476!UTM  16      -   0.99997131  x   0.99980490  =   0.99977622
 MF1476
 MF1476|---------------------------------------------------------------------|
 MF1476| PID    Reference Object                     Distance      Geod. Az  |
 MF1476|                                                           dddmmss.s |
 MF1476| CI6725 BIG ROCK RM 1                        29.901 METERS 19433     |
 MF1476| CI6724 BIG ROCK AZ MK                                     2860811.8 |
 MF1476| CI6726 BIG ROCK RM 2                        28.874 METERS 28632     |
 MF1476| MF1479 PIERCE                              APPROX.16.8 KM 3105018.0 |
 MF1476|---------------------------------------------------------------------|
 MF1476
 MF1476                          SUPERSEDED SURVEY CONTROL
 MF1476
 MF1476  NAD 83(1986)-  41 45 51.86392(N)    088 33 08.60118(W) AD(       ) 3
 MF1476  NAD 27      -  41 45 51.75650(N)    088 33 08.32670(W) AD(       ) 3
 MF1476
 MF1476.Superseded values are not recommended for survey control.
 MF1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1476.See file dsdata.txt to determine how the superseded data were derived.
 MF1476
 MF1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7096024784(NAD 83)
 MF1476_MARKER: DS = TRIANGULATION STATION DISK
 MF1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1476+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 MF1476
 MF1476  HISTORY     - Date     Condition        Report By
 MF1476  HISTORY     - 1954     MONUMENTED       CGS
 MF1476  HISTORY     - 1966     GOOD             CGS
 MF1476  HISTORY     - 1981     GOOD             NGS
 MF1476  HISTORY     - 19980511 GOOD             USPSQD
 MF1476  HISTORY     - 20020530 GOOD             CMT
 MF1476
 MF1476                          STATION DESCRIPTION
 MF1476
 MF1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1476'STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 30 BETWEEN
 MF1476'THE HIGHWAY AND THE RAILROAD TRACKS IN THE NORTHWEST EDGE OF
 MF1476'BIG ROCK.  IT IS 48 FEET NORTH OF THE NORTH RAIL OF THE
 MF1476'RAILROAD TRACKS, 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 MF1476'24 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 MF1476'THE DISK IS STAMPED BIG ROCK 1954.
 MF1476'
 MF1476'REFERENCE MARK NO. 1 IS 39 FEET NORTH OF THE CENTER OF A GRAVEL
 MF1476'ROAD AND 32 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS.
 MF1476'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BIG ROCK
 MF1476'NO 1 1954.
 MF1476'
 MF1476'REFERENCE MARK NO. 2 IS 47 FEET NORTH OF THE NORTH RAIL OF THE
 MF1476'RAILROAD TRACKS, 43 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND
 MF1476'13 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH AND THE
 MF1476'DISK IS STAMPED BIG ROCK NO 2 1954.
 MF1476'
 MF1476'AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MF1476'32 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 3 FEET
 MF1476'EAST OF A TELEPHONE POLE AND 1 FOOT NORTHEAST OF A TELEPHONE
 MF1476'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BIG ROCK 1954.
 MF1476'
 MF1476'TO REACH THE STATION FROM THE DEPOT IN BIG ROCK, GO NORTH ON
 MF1476'A PAVED STREET FOR 0.05 MILE TO U.S. HIGHWAY 30.  TURN LEFT
 MF1476'AND GO WEST ON HIGHWAY 30 FOR 0.2 MILE TO THE STATION ON THE
 MF1476'LEFT AS DESCRIBED.  CONTINUE WEST ON THE HIGHWAY FOR 0.15 MILE
 MF1476'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MF1476'
 MF1476'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1476
 MF1476                          STATION RECOVERY (1966)
 MF1476
 MF1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1476'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 MF1476'FOUND IN GOOD CONDITION AT THIS TIME.  THE DESCRIPTION IS GOOD
 MF1476'WITH THE BELOW CHANGES.
 MF1476'
 MF1476'STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 MF1476'
 MF1476'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 MF1476
 MF1476                          STATION RECOVERY (1981)
 MF1476
 MF1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JWB)
 MF1476'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MF1476'IN GOOD CONDITION AS DESCRIBED.
 MF1476'
 MF1476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTHWEST
 MF1476'EDGE OF BIG ROCK.
 MF1476
 MF1476                          STATION RECOVERY (1998)
 MF1476
 MF1476'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1476'RECOVERED IN GOOD CONDITION.
 MF1476
 MF1476                          STATION RECOVERY (2002)
 MF1476
 MF1476'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 MF1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2992 ***********************************************************************
 AJ2992  DESIGNATION -  BIGFOOT RM PK
 AJ2992  PID         -  AJ2992
 AJ2992  STATE/COUNTY-  IL/MCHENRY
 AJ2992  USGS QUAD   -  HARVARD (1975)
 AJ2992
 AJ2992                         *CURRENT SURVEY CONTROL
 AJ2992  ___________________________________________________________________
 AJ2992* NAD 83(1997)-  42 29 42.15428(N)    088 36 25.86976(W)     ADJUSTED  
 AJ2992* NAVD 88     -       289.8    (meters)     951.     (feet)  GPS OBS   
 AJ2992  ___________________________________________________________________
 AJ2992  X           -     114,490.284 (meters)                     COMP
 AJ2992  Y           -  -4,708,825.510 (meters)                     COMP
 AJ2992  Z           -   4,286,481.616 (meters)                     COMP
 AJ2992  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AJ2992  ELLIP HEIGHT-         255.93  (meters)          (02/03/05) GPS OBS
 AJ2992  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AJ2992
 AJ2992  HORZ ORDER  -  FIRST
 AJ2992  ELLP ORDER  -  FOURTH    CLASS II
 AJ2992
 AJ2992.The horizontal coordinates were established by GPS observations
 AJ2992.and adjusted by the National Geodetic Survey in April 2001..
 AJ2992
 AJ2992.The orthometric height was determined by GPS observations and a
 AJ2992.high-resolution geoid model.
 AJ2992
 AJ2992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2992
 AJ2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2992
 AJ2992.The ellipsoidal height was determined by GPS observations
 AJ2992.and is referenced to NAD 83.
 AJ2992
 AJ2992.The geoid height was determined by GEOID03.
 AJ2992
 AJ2992;                    North         East     Units Scale Factor Converg.
 AJ2992;SPC IL E     -   647,125.993   277,488.355   MT  0.99998123   -0 11 06.0
 AJ2992;SPC IL E     - 2,123,112.53    910,393.04   sFT  0.99998123   -0 11 06.0
 AJ2992;UTM  16      - 4,705,994.097   367,931.763   MT  0.99981460   -1 05 09.1
 AJ2992
 AJ2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2992!SPC IL E     -   0.99995986  x   0.99998123  =   0.99994109
 AJ2992!UTM  16      -   0.99995986  x   0.99981460  =   0.99977447
 AJ2992
 AJ2992                          SUPERSEDED SURVEY CONTROL
 AJ2992
 AJ2992  ELLIP H (04/24/01)  255.95   (m)                       GP(       ) 4 1
 AJ2992
 AJ2992.Superseded values are not recommended for survey control.
 AJ2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2992.See file dsdata.txt to determine how the superseded data were derived.
 AJ2992
 AJ2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN6793205994(NAD 83)
 AJ2992_MARKER: N = NAIL
 AJ2992_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ2992_SP_SET: PK NAIL IN ROAD
 AJ2992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2992+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 AJ2992
 AJ2992  HISTORY     - Date     Condition        Report By
 AJ2992  HISTORY     - 20010201 MONUMENTED       SECI
 AJ2992
 AJ2992                          STATION DESCRIPTION
 AJ2992
 AJ2992'DESCRIBED BY SMITH ENG CONS INC 2001 (RJW)
 AJ2992'STATION IS A PK NAIL SET IN EDGE OF PAVEMENT OF COUNTY LINE ROAD
 AJ2992'FOR USE IN TWO GPS SESSIONS.
 AJ2992'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1234 ***********************************************************************
 MF1234  DESIGNATION -  BILTER D CO
 MF1234  PID         -  MF1234
 MF1234  STATE/COUNTY-  IL/KANE
 MF1234  USGS QUAD   -  AURORA NORTH (1993)
 MF1234
 MF1234                         *CURRENT SURVEY CONTROL
 MF1234  ___________________________________________________________________
 MF1234* NAD 83(1986)-  41 48 28.     (N)    088 16 56.     (W)     SCALED    
 MF1234* NAVD 88     -       222.711  (meters)     730.68   (feet)  ADJUSTED  
 MF1234  ___________________________________________________________________
 MF1234  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1234  DYNAMIC HT  -         222.634 (meters)     730.42  (feet)  COMP
 MF1234  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 MF1234
 MF1234  VERT ORDER  -  THIRD
 MF1234
 MF1234.The horizontal coordinates were scaled from a topographic map and have
 MF1234.an estimated accuracy of +/- 6 seconds.
 MF1234
 MF1234.The orthometric height was determined by differential leveling
 MF1234.and adjusted by the National Geodetic Survey in June 1991..
 MF1234
 MF1234.The geoid height was determined by GEOID03.
 MF1234
 MF1234.The dynamic height is computed by dividing the NAVD 88
 MF1234.geopotential number by the normal gravity value computed on the
 MF1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1234.degrees latitude (g = 980.6199 gals.).
 MF1234
 MF1234.The modeled gravity was interpolated from observed gravity values.
 MF1234
 MF1234;                    North         East    Units  Estimated Accuracy
 MF1234;SPC IL E     -   570,750.      304,250.      MT  (+/- 180 meters Scaled)
 MF1234
 MF1234                          SUPERSEDED SURVEY CONTROL
 MF1234
 MF1234.No superseded survey control is available for this station.
 MF1234
 MF1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM934292(NAD 83)
 MF1234_MARKER: DB = BENCH MARK DISK
 MF1234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MF1234_SP_SET: HEADWALL
 MF1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1234+STABILITY: SURFACE MOTION
 MF1234
 MF1234  HISTORY     - Date     Condition        Report By
 MF1234  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1234  HISTORY     - 19980506 GOOD             USPSQD
 MF1234  HISTORY     - 20010501 GOOD             ASMINC
 MF1234
 MF1234                          STATION DESCRIPTION
 MF1234
 MF1234'DESCRIBED BY MARCHESE AND SONS 1983
 MF1234'2.5 MI EAST FROM NORTH AURORA.
 MF1234'2.5 MILES EAST OF NORTH AURORA AND ABOUT 3.5 MILES NORTH-NORTHEAST OF
 MF1234'AURORA, AT THE INTERSECTION OF FARNSWORTH AVENUE AND BILTER ROAD,
 MF1234'ABOUT 0.5 MILE NORTH ALONG FARNSWORTH AVENUE FROM THE EAST-WEST
 MF1234'TOLLWAY ILLINOIS 5, ON TOP OF CONCRETE HEADWALL FOR DRAINAGE EAST AND
 MF1234'WEST, 15.0 FEET WEST OF FARNSWORTH AVENUE WEST CURB, 30.0 FEET SOUTH
 MF1234'OF BILTER ROAD SOUTH EDGE OF PAVEMENT.
 MF1234
 MF1234                          STATION RECOVERY (1998)
 MF1234
 MF1234'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1234'RECOVERED IN GOOD CONDITION.
 MF1234
 MF1234                          STATION RECOVERY (2001)
 MF1234
 MF1234'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LEE)
 MF1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1660 ***********************************************************************
 MF1660  DESIGNATION -  BISHER
 MF1660  PID         -  MF1660
 MF1660  STATE/COUNTY-  IL/PUTNAM
 MF1660  USGS QUAD   -  DEPUE (1979)
 MF1660
 MF1660                         *CURRENT SURVEY CONTROL
 MF1660  ___________________________________________________________________
 MF1660* NAD 83(1997)-  41 17 39.24553(N)    089 15 02.70918(W)     ADJUSTED  
 MF1660* NAVD 88     -       207.5    (meters)     681.     (feet)  GPS OBS   
 MF1660  ___________________________________________________________________
 MF1660  X           -      62,756.832 (meters)                     COMP
 MF1660  Y           -  -4,798,810.638 (meters)                     COMP
 MF1660  Z           -   4,187,144.648 (meters)                     COMP
 MF1660  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 MF1660  ELLIP HEIGHT-         174.46  (meters)          (12/06/04) GPS OBS
 MF1660  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1660
 MF1660  HORZ ORDER  -  FIRST
 MF1660  ELLP ORDER  -  FOURTH    CLASS I
 MF1660
 MF1660.The horizontal coordinates were established by GPS observations
 MF1660.and adjusted by the National Geodetic Survey in September 1998..
 MF1660
 MF1660.The orthometric height was determined by GPS observations and a
 MF1660.high-resolution geoid model.
 MF1660
 MF1660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1660
 MF1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1660
 MF1660.The ellipsoidal height was determined by GPS observations
 MF1660.and is referenced to NAD 83.
 MF1660
 MF1660.The geoid height was determined by GEOID03.
 MF1660
 MF1660;                    North         East     Units Scale Factor Converg.
 MF1660;SPC IL W     -   514,105.029   776,712.809   MT  1.00001357   +0 36 16.1
 MF1660;SPC IL W     - 1,686,692.92  2,548,265.27   sFT  1.00001357   +0 36 16.1
 MF1660;SPC IL E     -   514,123.750   223,158.531   MT  1.00004764   -0 36 19.7
 MF1660;SPC IL E     - 1,686,754.34    732,145.95   sFT  1.00004764   -0 36 19.7
 MF1660;UTM  16      - 4,573,864.163   311,546.210   MT  1.00003710   -1 29 08.8
 MF1660
 MF1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1660!SPC IL W     -   0.99997264  x   1.00001357  =   0.99998621
 MF1660!SPC IL E     -   0.99997264  x   1.00004764  =   1.00002027
 MF1660!UTM  16      -   0.99997264  x   1.00003710  =   1.00000973
 MF1660
 MF1660:                Primary Azimuth Mark                     Grid Az
 MF1660:SPC IL W     -  CHERRY MUNICIPAL TANK                    011 08 12.3
 MF1660:SPC IL E     -  CHERRY MUNICIPAL TANK                    012 20 48.1
 MF1660:UTM  16      -  CHERRY MUNICIPAL TANK                    013 13 37.2
 MF1660
 MF1660|---------------------------------------------------------------------|
 MF1660| PID    Reference Object                     Distance      Geod. Az  |
 MF1660|                                                           dddmmss.s |
 MF1660| MF1648 CHERRY MUNICIPAL TANK               APPROX.15.2 KM 0114428.4 |
 MF1660| MF1650 LADD MUNICIPAL TANK                 APPROX.10.2 KM 0154654.1 |
 MF1660| MF1644 DALZELL MUNICIPAL TANK              APPROX.10.1 KM 0301904.6 |
 MF1660| MF1643 SPRING VALLEY MUNICIPAL TANK        APPROX. 5.8 KM 0515344.4 |
 MF1660| MF1635 LA SALLE NORTH MUNICIPAL TANK       APPROX.14.5 KM 0661950.8 |
 MF1660| MF1646 PERU CATHOLIC CHURCH SPIRE          APPROX.10.7 KM 0691034.8 |
 MF1660| CI7962 MUNICIPAL TANK                                     1251241.8 |
 MF1660| CI6727 BISHER RM 1                                        14359     |
 MF1660| CI6728 BISHER RM 2                         163.600 METERS 24607     |
 MF1660| MF1659 DE PUE MINERAL PT ZINC CO TANK      APPROX. 2.3 KM 3101359.4 |
 MF1660|---------------------------------------------------------------------|
 MF1660
 MF1660                          SUPERSEDED SURVEY CONTROL
 MF1660
 MF1660  ELLIP H (09/15/98)  174.49   (m)                       GP(       ) 3 1
 MF1660  NAD 83(1986)-  41 17 39.25229(N)    089 15 02.71725(W) AD(       ) 1
 MF1660  NAD 27      -  41 17 39.12200(N)    089 15 02.40300(W) AD(       ) 1
 MF1660
 MF1660.Superseded values are not recommended for survey control.
 MF1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1660.See file dsdata.txt to determine how the superseded data were derived.
 MF1660
 MF1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1154673864(NAD 83)
 MF1660_MARKER: DS = TRIANGULATION STATION DISK
 MF1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1660_PROJECTION: FLUSH
 MF1660_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1660+STABILITY: SURFACE MOTION
 MF1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1660+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1997
 MF1660
 MF1660  HISTORY     - Date     Condition        Report By
 MF1660  HISTORY     - 1930     MONUMENTED       CGS
 MF1660  HISTORY     - 19970315 GOOD             SECI
 MF1660  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 MF1660
 MF1660                          STATION DESCRIPTION
 MF1660
 MF1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF1660'STATION IS ABOUT 2.5 MILES S AND 2.8 MILES W OF SPRING VALLEY,
 MF1660'0.2 MILE N OF THE BISHER SCHOOLHOUSE, 250 FEET N OF A LINE OF
 MF1660'POWER LINE STEEL TOWERS, AND ABOUT 50 FEET W OF DESERTED FARM
 MF1660'BUILDINGS, NEAR THE CENTER OF THE SW 1/4 OF SEC. 29, T 33 N, R 1
 MF1660'W, ON IDLE LAND OWNED BY THE PASKURD ESTATE.  IT IS APPROXIMATELY
 MF1660'150 METERS E OF A FENCE, 14.65 METERS W OF SW CORNER OF OLD
 MF1660'BUILDING, 76.88 METERS W OF N OF NW LEG OF POWER LINE TOWER.
 MF1660'THE MARK IS DEPRESSED 12 INCHES.
 MF1660'
 MF1660'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1660'DISKS SET IN CONCRETE.
 MF1660'
 MF1660'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE THE SURFACE AND ABOUT
 MF1660'1/4 MILE E OF THE SCHOOLHOUSE, 0.12 MILE E OF A GATE LEADING
 MF1660'INTO A PASTURE, 6.05 METERS N OF THE CENTER LINE OF THE ROAD,
 MF1660'AND 0.30 METER N OF A FENCE LINE.  REFERENCE MARK NO. 2 IS
 MF1660'4 INCHES ABOVE, AND IS NEAR THE FENCE CORNER ABOUT 178 METERS SW
 MF1660'OF THE OLD HOUSE, 50 METERS E OF THE NE CORNER OF A TOWER, AND
 MF1660'0.79 METER N OF FENCE CORNER.
 MF1660'
 MF1660'TO REACH FROM SPRING VALLEY, GO S ACROSS BRIDGE 3.1 MILES TO
 MF1660'SCHOOLHOUSE, THENCE 2.3 MILES W, 0.25 MILE N, 0.5 MILE W TO
 MF1660'GATE IN PASTURE 1/4 MILE E OF BISHER SCHOOL.  GO N AND W 1/4 MILE
 MF1660'THROUGH PASTURE TO STATION.
 MF1660'
 MF1660'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF1660
 MF1660                          STATION RECOVERY (1997)
 MF1660
 MF1660'RECOVERY NOTE BY SMITH ENG CONS INC 1997 (MGR)
 MF1660'RECOVERED AS DESCRIBED EXCEPT DESERTED FARM BUILDINGS HAVE BEEN
 MF1660'REMOVED.  STATION IS NOW IN CULTIVATED FIELD.  THE STATION IS LOCATED
 MF1660'APPROXIMENTLY 0.28 MI (0.45 KM) NORTH OF TOWNSHIP ROAD 1275 N, 0.2 MI
 MF1660'(0.3 KM) EAST OF TOWNSHIP ROAD 1130 E, 167 FT (50.9 M) WEST OF A FENCE
 MF1660'LINE THAT RUNS NORTH AND SOUTH, 269 FT (82.0 M) NORTHWEST OF A FENCE
 MF1660'CORNER THAT RUNS NORTH AND EAST, AND 251 FT (76.5 M) NORTHWEST OF THE
 MF1660'NORTHWEST LEG OF A POWER LINE TOWER.
 MF1660
 MF1660                          STATION RECOVERY (1997)
 MF1660
 MF1660'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2249 ***********************************************************************
 LB2249  DESIGNATION -  BISMARCK
 LB2249  PID         -  LB2249
 LB2249  STATE/COUNTY-  IL/VERMILION
 LB2249  USGS QUAD   -  BISMARCK (1991)
 LB2249
 LB2249                         *CURRENT SURVEY CONTROL
 LB2249  ___________________________________________________________________
 LB2249* NAD 83(1997)-  40 17 09.18959(N)    087 36 15.96748(W)     ADJUSTED  
 LB2249* NAVD 88     -       206.14   (+/-2cm)     676.3    (feet)  VERTCON   
 LB2249  ___________________________________________________________________
 LB2249  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LB2249  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LB2249
 LB2249  HORZ ORDER  -  SECOND
 LB2249  VERT ORDER  -  THIRD ? (See Below)
 LB2249
 LB2249.The horizontal coordinates were established by classical geodetic methods
 LB2249.and adjusted by the National Geodetic Survey in October 1999..
 LB2249
 LB2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2249.The vertical order pertains to the NGVD 29 superseded value.
 LB2249
 LB2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2249
 LB2249.The geoid height was determined by GEOID03.
 LB2249
 LB2249;                    North         East     Units Scale Factor Converg.
 LB2249;SPC IL E     -   401,998.486   361,981.781   MT  1.00002227   +0 28 16.8
 LB2249;SPC IL E     - 1,318,890.03  1,187,601.89   sFT  1.00002227   +0 28 16.8
 LB2249;SPC IN W     -   559,390.907   855,688.590   MT  0.99999083   -0 20 13.0
 LB2249;SPC IN W     - 1,835,268.33  2,807,371.65   sFT  0.99999083   -0 20 13.0
 LB2249;UTM  16      - 4,459,663.791   448,621.226   MT  0.99963249   -0 23 27.0
 LB2249
 LB2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2249!SPC IL E     -   0.99997280  x   1.00002227  =   0.99999507
 LB2249!SPC IN W     -   0.99997280  x   0.99999083  =   0.99996363
 LB2249!UTM  16      -   0.99997280  x   0.99963249  =   0.99960530
 LB2249
 LB2249|---------------------------------------------------------------------|
 LB2249| PID    Reference Object                     Distance      Geod. Az  |
 LB2249|                                                           dddmmss.s |
 LB2249| CM2789 BISMARCK RM 2                        25.322 METERS 22416     |
 LB2249| CM2788 BISMARCK RM 1                        29.258 METERS 31909     |
 LB2249| LB2251 BISMARCK 1955 AZ MK                 391.675 METERS 34715     |
 LB2249| LB2250 BISMARCK 2                           12.414 METERS 34716     |
 LB2249|---------------------------------------------------------------------|
 LB2249
 LB2249                          SUPERSEDED SURVEY CONTROL
 LB2249
 LB2249  NAD 83(1997)-  40 17 09.18953(N)    087 36 15.96765(W) AD(       ) 2
 LB2249  NAD 83(1986)-  40 17 09.19885(N)    087 36 15.97587(W) AD(       ) 2
 LB2249  NAD 27      -  40 17 09.06770(N)    087 36 15.89940(W) AD(       ) 2
 LB2249  NGVD 29 (07/19/86)  206.18   (m)          676.4    (f) LEVELING    3  
 LB2249
 LB2249.Superseded values are not recommended for survey control.
 LB2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2249.See file dsdata.txt to determine how the superseded data were derived.
 LB2249
 LB2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4862159664(NAD 83)
 LB2249_MARKER: DS = TRIANGULATION STATION DISK
 LB2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2249
 LB2249  HISTORY     - Date     Condition        Report By
 LB2249  HISTORY     - 1955     MONUMENTED       CGS
 LB2249  HISTORY     - 1959     GOOD             CGS
 LB2249  HISTORY     - 1964     GOOD             CGS
 LB2249  HISTORY     - 1969     GOOD             CGS
 LB2249  HISTORY     - 1970     GOOD             LOCENG
 LB2249  HISTORY     - 1972     GOOD             ILHD
 LB2249  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LB2249
 LB2249                          STATION DESCRIPTION
 LB2249
 LB2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2249'STATION IS LOCATED IN THE EAST ANGLE OF A TRIANGULAR PLOT OF GROUND
 LB2249'FORMED BY THE JUNCTION OF STATE HIGHWAY 119 AND A PAVED ROAD ABOUT
 LB2249'4 MILES WEST OF THE ILLINOIS-INDIANA STATE LINE AND ABOUT 1-1/2
 LB2249'MILES NORTH OF BISMARCK.  IT IS 270 FEET WEST OF THE CENTER OF THE
 LB2249'INTERSECTION OF HIGHWAY 119 AND THE PAVED ROAD, 81 FEET
 LB2249'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 81 FEET SOUTH OF THE
 LB2249'CENTER OF HIGHWAY 119 AND 67 FEET NORTHEAST OF A POWER LINE POLE
 LB2249'AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2249'STAMPED BISMARCK 1955.
 LB2249'
 LB2249'REFERENCE MARK NO. 1 IS 112 FEET NORTH OF THE POWER LINE POLE AND
 LB2249'WHITE WITNESS POST AND 51 FEET SOUTHWEST OF THE CENTER OF THE
 LB2249'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED BISMARCK NO 1
 LB2249'1955.
 LB2249'
 LB2249'REFERENCE MARK NO. 2 IS 64 FEET NORTHWEST OF THE CENTER OF THE PAVED
 LB2249'ROAD, 19 FEET SOUTH OF THE POWER LINE POLE AND WHITE WITNESS POST
 LB2249'AND 4 FEET NORTH OF THE GUY WIRE ANCHOR TO THE POWER LINE POLE.  THE
 LB2249'MARK IS FLUSH AND THE DISK IS STAMPED BISMARCK NO 2 1955.
 LB2249'
 LB2249'AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF HIGHWAY 119, 2 FEET
 LB2249'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE AND POWER
 LB2249'LINE POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LB2249'STAMPED BISMARCK 1955.
 LB2249'
 LB2249'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BISMARCK, GO EAST ON
 LB2249'A PAVED ROAD FOR 0.1 MILE TO A PAVED CROSSROAD.  TURN LEFT AND GO
 LB2249'NORTH ON PAVED ROAD FOR 1.45 MILES TO THE JUNCTION OF STATE HIGHWAY
 LB2249'119 AND THE STATION AS DESCRIBED.
 LB2249'
 LB2249'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST AND NORTH
 LB2249'ON HIGHWAY 119 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2249'
 LB2249'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2249
 LB2249                          STATION RECOVERY (1959)
 LB2249
 LB2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 LB2249'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED AND
 LB2249'WERE FOUND TO BE IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LB2249'ADEQUATE.
 LB2249
 LB2249                          STATION RECOVERY (1964)
 LB2249
 LB2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 LB2249'STATION MARK, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD
 LB2249'CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
 LB2249
 LB2249                          STATION RECOVERY (1969)
 LB2249
 LB2249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2249'ALL MARKS FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH THE
 LB2249'FOLLOWING--
 LB2249'
 LB2249'THE STATION MARK IS 39 FEET SOUTH OF A POWER POLE AND 1 FOOT NORTH
 LB2249'OF A METAL WITNESS POST.
 LB2249'
 LB2249'REFERENCE MARK 1 IS 70 FEET NORTHWEST OF THE POWER POLE AND 1 FOOT
 LB2249'NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST.
 LB2249'
 LB2249'REFERENCE MARK 2 IS 1 FOOT NORTH OF A CONCRETE RIGHT-OF-WAY POST.
 LB2249'
 LB2249'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 LB2249'
 LB2249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 LB2249'OF BISMARCK.
 LB2249
 LB2249                          STATION RECOVERY (1970)
 LB2249
 LB2249'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JR)
 LB2249'BISMARCK 1955 RECOVERED IN GOOD CONDITION.
 LB2249'
 LB2249'BISMARCK NO. 1 1955 RECOVERED IN GOOD CONDITION.
 LB2249'
 LB2249'BISMARCK NO. 2 1955 RECOVERED IN GOOD CONDITION.
 LB2249'
 LB2249'AZ. MARK BISMARCK 1955 RECOVERED IN GOOD CONDITION.
 LB2249
 LB2249                          STATION RECOVERY (1972)
 LB2249
 LB2249'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (PEE)
 LB2249'BISMARCK 1955 (STA.) RECOVERED IN GOOD CONDITION.
 LB2249'
 LB2249'BIS-1 1955 AND BIS-2 1955 REF. MARKS RECOVERED IN GOOD CONDITION.
 LB2249'
 LB2249'BISMARCK 1955 (AZIMUTH) RECOVERED IN GOOD CONDITION.
 LB2249'
 LB2249'CONCRETE MARKERS (5 INCHES X 5 INCHES) 1-1/2 ABOVE GROUND-PLACED NEXT
 LB2249'TO BISMARCK-1 1955 (REF. MARK.) 1 FOOT SW OF REF MARK AND
 LB2249'BISMARCK-2 1955 (REF. MARK.) 1-1/2 S OF REF MARK.  WITNESS
 LB2249'POST 1 FOOT SOUTH OF STATION.
 LB2249'
 LB2249'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES-NORTH OF
 LB2249'BISMARCK, ILLINOIS.
 LB2249
 LB2249                          STATION RECOVERY (1978)
 LB2249
 LB2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LB2249'STATION, REFERENCE, AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED AND
 LB2249'FOUND IN GOOD CONDITION.  THE STATION MARK WAS IN WAY OF HIGHWAY
 LB2249'CONSTRUCTION AND AFTER BISMARCK 2 WAS ESTABLISHED THE STATION MARK
 LB2249'OF BISMARCK 1955 WAS DESTROYED.  THE UNDERGROUND MARK WAS LEFT
 LB2249'INTACT.  FOR INFORMATION SEE DESCRIPTION BISMARCK 2.
 LB2249'
 LB2249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 LB2249'OF BISMARCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2251 ***********************************************************************
 LB2251  DESIGNATION -  BISMARCK 1955 AZ MK
 LB2251  PID         -  LB2251
 LB2251  STATE/COUNTY-  IL/VERMILION
 LB2251  USGS QUAD   -  BISMARCK (1991)
 LB2251
 LB2251                         *CURRENT SURVEY CONTROL
 LB2251  ___________________________________________________________________
 LB2251* NAD 83(1997)-  40 17 21.57511(N)    087 36 19.62560(W)     ADJUSTED  
 LB2251* NAVD 88     -       206.57   (+/-2cm)     677.7    (feet)  VERTCON   
 LB2251  ___________________________________________________________________
 LB2251  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 LB2251  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LB2251
 LB2251  HORZ ORDER  -  THIRD
 LB2251  VERT ORDER  -  THIRD ? (See Below)
 LB2251
 LB2251.The horizontal coordinates were established by classical geodetic methods
 LB2251.and adjusted by the National Geodetic Survey in October 1999..
 LB2251
 LB2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2251.The vertical order pertains to the NGVD 29 superseded value.
 LB2251
 LB2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2251
 LB2251.The geoid height was determined by GEOID03.
 LB2251
 LB2251;                    North         East     Units Scale Factor Converg.
 LB2251;SPC IL E     -   402,379.796   361,892.234   MT  1.00002214   +0 28 14.5
 LB2251;SPC IL E     - 1,320,141.05  1,187,308.10   sFT  1.00002214   +0 28 14.5
 LB2251;SPC IN W     -   559,773.430   855,604.434   MT  0.99999092   -0 20 15.5
 LB2251;SPC IN W     - 1,836,523.33  2,807,095.55   sFT  0.99999092   -0 20 15.5
 LB2251;UTM  16      - 4,460,046.256   448,537.460   MT  0.99963260   -0 23 29.5
 LB2251
 LB2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2251!SPC IL E     -   0.99997273  x   1.00002214  =   0.99999487
 LB2251!SPC IN W     -   0.99997273  x   0.99999092  =   0.99996365
 LB2251!UTM  16      -   0.99997273  x   0.99963260  =   0.99960534
 LB2251
 LB2251                          SUPERSEDED SURVEY CONTROL
 LB2251
 LB2251  NAD 83(1997)-  40 17 21.57504(N)    087 36 19.62578(W) AD(       ) 3
 LB2251  NAD 83(1986)-  40 17 21.58436(N)    087 36 19.63400(W) AD(       ) 3
 LB2251  NAD 27      -  40 17 21.45338(N)    087 36 19.55742(W) AD(       ) 3
 LB2251  NGVD 29 (07/19/86)  206.61   (m)          677.9    (f) LEVELING    3  
 LB2251
 LB2251.Superseded values are not recommended for survey control.
 LB2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2251.See file dsdata.txt to determine how the superseded data were derived.
 LB2251
 LB2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4853760046(NAD 83)
 LB2251_MARKER: DZ = AZIMUTH MARK DISK
 LB2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2251+STABILITY: SURFACE MOTION
 LB2251
 LB2251  HISTORY     - Date     Condition        Report By
 LB2251  HISTORY     - 1978     MONUMENTED       NGS
 LB2251
 LB2251                          STATION DESCRIPTION
 LB2251
 LB2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LB2251'AZIMUTH MARK IS 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LB2251'1-FOOT EAST OF A POWER POLE AND FENCELINE AND 0.5 FOOT SOUTH OF A
 LB2251'METAL WITNESS POST.  THE MONUMENT PROJECTS 2-INCHES AND THE DISK
 LB2251'STAMPED BISMARCK 1955.
 LB2251'
 LB2251'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BISMARCK, GO EAST
 LB2251'ON A PAVED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO
 LB2251'NORTH ON A PAVED ROAD FOR 1.45 MILE JUNCTION WITH STATE HIGHWAY
 LB2251'119 AND STATION AS DESCRIBED.  CONTINUE AHEAD NORTH FOR 0.3 MILE
 LB2251'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2251'
 LB2251'NEAREST TOWN--BISMARCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2250 ***********************************************************************
 LB2250  DESIGNATION -  BISMARCK 2
 LB2250  PID         -  LB2250
 LB2250  STATE/COUNTY-  IL/VERMILION
 LB2250  USGS QUAD   -  BISMARCK (1991)
 LB2250
 LB2250                         *CURRENT SURVEY CONTROL
 LB2250  ___________________________________________________________________
 LB2250* NAD 83(1997)-  40 17 09.58215(N)    087 36 16.08338(W)     ADJUSTED  
 LB2250* NAVD 88     -       206.18   (+/-2cm)     676.4    (feet)  VERTCON   
 LB2250  ___________________________________________________________________
 LB2250  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LB2250  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LB2250
 LB2250  HORZ ORDER  -  THIRD
 LB2250  VERT ORDER  -  THIRD ? (See Below)
 LB2250
 LB2250.The horizontal coordinates were established by classical geodetic methods
 LB2250.and adjusted by the National Geodetic Survey in October 1999..
 LB2250.No horizontal observational check was made to the station.
 LB2250
 LB2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2250.The vertical order pertains to the NGVD 29 superseded value.
 LB2250
 LB2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2250
 LB2250.The geoid height was determined by GEOID03.
 LB2250
 LB2250;                    North         East     Units Scale Factor Converg.
 LB2250;SPC IL E     -   402,010.571   361,978.944   MT  1.00002227   +0 28 16.7
 LB2250;SPC IL E     - 1,318,929.68  1,187,592.59   sFT  1.00002227   +0 28 16.7
 LB2250;SPC IN W     -   559,403.031   855,685.923   MT  0.99999083   -0 20 13.1
 LB2250;SPC IN W     - 1,835,308.11  2,807,362.90   sFT  0.99999083   -0 20 13.1
 LB2250;UTM  16      - 4,459,675.913   448,618.572   MT  0.99963250   -0 23 27.1
 LB2250
 LB2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2250!SPC IL E     -   0.99997279  x   1.00002227  =   0.99999506
 LB2250!SPC IN W     -   0.99997279  x   0.99999083  =   0.99996362
 LB2250!UTM  16      -   0.99997279  x   0.99963250  =   0.99960530
 LB2250
 LB2250|---------------------------------------------------------------------|
 LB2250| PID    Reference Object                     Distance      Geod. Az  |
 LB2250|                                                           dddmmss.s |
 LB2250| LB2249 BISMARCK                             12.414 METERS 16716     |
 LB2250| CM2789 BISMARCK RM 2                        33.732 METERS 20617     |
 LB2250| CM2790 BISMARCK 2 RM 3                      16.263 METERS 26932     |
 LB2250| CM2788 BISMARCK RM 1                        19.224 METERS 30125     |
 LB2250| LB2251 BISMARCK 1955 AZ MK                 379.261 METERS 34715     |
 LB2250|---------------------------------------------------------------------|
 LB2250
 LB2250                          SUPERSEDED SURVEY CONTROL
 LB2250
 LB2250  NAD 83(1997)-  40 17 09.58209(N)    087 36 16.08355(W) AD(       ) 3
 LB2250  NAD 83(1986)-  40 17 09.59141(N)    087 36 16.09177(W) AD(       ) 3
 LB2250  NAD 27      -  40 17 09.46028(N)    087 36 16.01530(W) AD(       ) 3
 LB2250  NGVD 29 (07/19/86)  206.22   (m)          676.6    (f) LEVELING    3  
 LB2250
 LB2250.Superseded values are not recommended for survey control.
 LB2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2250.See file dsdata.txt to determine how the superseded data were derived.
 LB2250
 LB2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4861959676(NAD 83)
 LB2250_MARKER: DS = TRIANGULATION STATION DISK
 LB2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2250
 LB2250  HISTORY     - Date     Condition        Report By
 LB2250  HISTORY     - 1978     MONUMENTED       NGS
 LB2250
 LB2250                          STATION DESCRIPTION
 LB2250
 LB2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LB2250'STATION IS LOCATED ABOUT 4 MILES WEST OF THE ILLINOIS-INDIANA
 LB2250'STATE LINE, ABOUT 1-1/2 MILES NORTH OF BISMARCK AND IN THE NORTHEAST
 LB2250'ANGLE FORMED BY STATE HIGHWAY 119 AND A PAVED ROAD.  IT IS 165
 LB2250'FEET EAST OF A POWER POLE, 40 FEET NORTH OF THE CENTERLINE OF THE
 LB2250'HIGHWAY AND 7 FEET WEST OF A POWER POLE.  THE MONUMENT PROJECTS
 LB2250'1-INCH AND THE DISK IS STAMPED BISMARCK 2 1978.
 LB2250'
 LB2250'REFERENCE MARK 1 IS 69 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LB2250'1 FOOT SOUTH OF A METAL WITNESS POST AND 1-FOOT NORTHEAST OF A
 LB2250'CONCRETE R-O-W MARKER.  THE MONUMENT IS FLUSH.  THE ARROW ON THE
 LB2250'DISK IS POINTED IN THE DIRECTION OF BISMARCK 1955, AND STAMPED
 LB2250'BISMARCK NO 1 1955.
 LB2250'
 LB2250'REFERENCE MARK 2 IS 59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LB2250'1 FOOT NORTH OF A CONCRETE R-O-W MARKER, 1-FOOT SOUTH OF A METAL
 LB2250'WITNESS POST AND 19 FEET SOUTH OF A POWER POLE.  THE ARROW ON THE
 LB2250'DISK IS POINTED IN THE DIRECTION OF BISMARCK 1955.  THE MONUMENT
 LB2250'IS FLUSH AND THE DISK STAMPED BISMARCK NO 2 1955.
 LB2250'
 LB2250'REFERENCE MARK 3 IS 39 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LB2250'1 FOOT NORTH OF A METAL WITNESS POST AND 1-FOOT SOUTH OF A R-O-W
 LB2250'CONCRETE MARKER.  THE MONUMENT PROJECTS 1-INCH AND THE DISK STAMPED
 LB2250'BISMARCK 2 NO 3 1978.
 LB2250'
 LB2250'AZIMUTH MARK IS 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1-FOOT
 LB2250'EAST OF A POWER POLE AND FENCELINE AND 0.5 FOOT SOUTH OF A METAL
 LB2250'WITNESS POST.  THE MONUMENT PROJECTS 2-INCHES AND THE DISK STAMPED
 LB2250'BISMARCK 1955.
 LB2250'
 LB2250'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BISMARCK, GO EAST
 LB2250'ON A PAVED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH
 LB2250'ON A PAVED ROAD FOR 1.45 MILE JUNCTION WITH STATE HIGHWAY 119 AND
 LB2250'STATION AS DESCRIBED.  CONTINUE AHEAD NORTH FOR 0.3 MILE TO THE
 LB2250'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2250'
 LB2250'DISTANCE TO BISMARK IS SLOPE DISTANCE.
 LB2250'
 LB2250'NEAREST TOWN--BISMARCK.
 LB2250'
 LB2250'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0919 ***********************************************************************
 HB0919  DESIGNATION -  BLACK
 HB0919  PID         -  HB0919
 HB0919  STATE/COUNTY-  IL/PULASKI
 HB0919  USGS QUAD   -  PULASKI (1967)
 HB0919
 HB0919                         *CURRENT SURVEY CONTROL
 HB0919  ___________________________________________________________________
 HB0919* NAD 83(1997)-  37 11 17.16695(N)    089 09 56.25198(W)     ADJUSTED  
 HB0919* NAVD 88     -       138.601  (meters)     454.73   (feet)  ADJUSTED  
 HB0919  ___________________________________________________________________
 HB0919  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HB0919  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HB0919  DYNAMIC HT  -         138.501 (meters)     454.40  (feet)  COMP
 HB0919  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HB0919
 HB0919  HORZ ORDER  -  SECOND
 HB0919  VERT ORDER  -  SECOND    CLASS 0
 HB0919
 HB0919.The horizontal coordinates were established by classical geodetic methods
 HB0919.and adjusted by the National Geodetic Survey in October 1999..
 HB0919
 HB0919.The orthometric height was determined by differential leveling
 HB0919.and adjusted by the National Geodetic Survey in June 1991..
 HB0919
 HB0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0919
 HB0919.The geoid height was determined by GEOID03.
 HB0919
 HB0919.The dynamic height is computed by dividing the NAVD 88
 HB0919.geopotential number by the normal gravity value computed on the
 HB0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0919.degrees latitude (g = 980.6199 gals.).
 HB0919
 HB0919.The modeled gravity was interpolated from observed gravity values.
 HB0919
 HB0919;                    North         East     Units Scale Factor Converg.
 HB0919;SPC IL W     -    58,332.875   788,880.370   MT  1.00003845   +0 36 18.4
 HB0919;SPC IL W     -   191,380.44  2,588,185.01   sFT  1.00003845   +0 36 18.4
 HB0919;UTM  16      - 4,117,935.848   307,774.409   MT  1.00005520   -1 18 33.8
 HB0919
 HB0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0919!SPC IL W     -   0.99998269  x   1.00003845  =   1.00002114
 HB0919!UTM  16      -   0.99998269  x   1.00005520  =   1.00003789
 HB0919
 HB0919|---------------------------------------------------------------------|
 HB0919| PID    Reference Object                     Distance      Geod. Az  |
 HB0919|                                                           dddmmss.s |
 HB0919| CI3015 BLACK RM 1                           21.283 METERS 01226     |
 HB0919| HB0911 VILLA                               APPROX. 3.9 KM 1805521.1 |
 HB0919| CI3014 BLACK AZ MK                                        1865357.3 |
 HB0919| CI3016 BLACK RM 2                           27.167 METERS 27726     |
 HB0919|---------------------------------------------------------------------|
 HB0919
 HB0919                          SUPERSEDED SURVEY CONTROL
 HB0919
 HB0919  NAD 83(1997)-  37 11 17.17010(N)    089 09 56.25279(W) AD(       ) 2
 HB0919  NAD 83(1986)-  37 11 17.17578(N)    089 09 56.25563(W) AD(       ) 2
 HB0919  NAD 27      -  37 11 16.99300(N)    089 09 55.98160(W) AD(       ) 2
 HB0919  NGVD 29 (??/??/??)  138.530  (m)          454.49   (f) ADJUSTED    2 0
 HB0919
 HB0919.Superseded values are not recommended for survey control.
 HB0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0919.See file dsdata.txt to determine how the superseded data were derived.
 HB0919
 HB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0777417936(NAD 83)
 HB0919_MARKER: DS = TRIANGULATION STATION DISK
 HB0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0919_STAMPING: BLACK 1960
 HB0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0919+STABILITY: SURFACE MOTION
 HB0919
 HB0919  HISTORY     - Date     Condition        Report By
 HB0919  HISTORY     - 1960     MONUMENTED       CGS
 HB0919  HISTORY     - 1960     GOOD             CGS
 HB0919  HISTORY     - 1978     MARK NOT FOUND   ILDT
 HB0919
 HB0919                          STATION DESCRIPTION
 HB0919
 HB0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB0919'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHEAST OF MOUNDS,
 HB0919'ABOUT 3.0 MILES SOUTHEAST OF PULASKI AND ABOUT 2.0 MILES EAST OF
 HB0919'U.S. HIGHWAY 51.
 HB0919'
 HB0919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND THE
 HB0919'MAIN STREET JUST EAST OF CURRYS GENERAL STORE IN PULASKI, GO
 HB0919'EAST, SOUTHEAST AND EAST ON SURFACED ROAD FOR 0.55 MILE TO END OF
 HB0919'SURFACED ROAD, CONTINUE EASTERLY ON GRAVEL ROAD 0.45 MILE TO FORKS,
 HB0919'KEEP LEFT, GO EASTERLY 0.45 MILE TO FORKS, TAKE RIGHT FORK, GO SOUTH
 HB0919'FOR 0.45 MILE TO SIDE ROAD RIGHT JUST AFTER GOING AROUND CURVE.
 HB0919'TURN RIGHT, GO SOUTH ON GRAVEL ROAD 0.3 MILE TO SIDE ROAD RIGHT, MAKE
 HB0919'SHORT JOG TO RIGHT CROSSING SMALL BRIDGE AND CONTINUE SOUTH FOR
 HB0919'0.8 MILE TO SIDE ROAD LEFT, TURN LEFT, GO EAST 1.0 MILE TO SIDE
 HB0919'ROAD RIGHT, CONTINUE EAST FOR 150 FEET TO POINT WHERE ROAD CURVES
 HB0919'NORTH AND THE STATION ON RIGHT AS DESCRIBED.
 HB0919'
 HB0919'THE STATION IS A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH
 HB0919'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 HB0919'BLACK 1960. THE MARK IS 168 FEET EAST OF CENTER OF ROAD JUNCTION, 58
 HB0919'FEET SOUTHEAST OF CENTER OF GRAVEL ROAD, 22 FEET NORTHWEST OF FENCE
 HB0919'CORNER, 10.5 FEET SOUTHEAST OF WITNESS POST AND 9.8 FEET
 HB0919'NORTH-NORTHWEST OF TRIANGLE BLAZED TREE.
 HB0919'
 HB0919'REFERENCE MARK 1 IS A STANDARD DISK SET IN TOP OF A 12 INCH CONCRETE
 HB0919'POST WHICH PROJECTS ABOUT 5 INCHES AND IS STAMPED BLACK NO 1 1960.
 HB0919'THE MARK IS 88 FEET NORTH OF FENCE CORNER, 74 FEET SOUTH-SOUTHWEST OF
 HB0919'SOUTHWEST CORNER OF HOUSE, 24.5 FEET EAST OF CENTER OF GRAVEL ROAD
 HB0919'AND 1 FOOT WEST OF FENCE.
 HB0919'
 HB0919'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 HB0919'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES AND IS STAMPED BLACK
 HB0919'NO 2 1960. THE MARK IS 88 FEET NORTHEAST OF CENTER OF ROAD JUNCTION,
 HB0919'21 FEET NORTH OF CENTER OF GRAVEL ROAD AND 3 FEET NORTHEAST OF
 HB0919'TELEPHONE POLE.
 HB0919'
 HB0919'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 HB0919'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED
 HB0919'BLACK 1960. THE MARK IS 87 FEET SOUTH OF POWER POLE, 18 FEET EAST OF
 HB0919'CENTER OF GRAVEL ROAD, 2.1 FEET NORTH-NORTHEAST OF
 HB0919'WITNESS POST AND 1 FOOT WEST OF FENCE.
 HB0919'
 HB0919'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 168 FEET, TURN
 HB0919'LEFT, GO SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON
 HB0919'THE LEFT.
 HB0919'
 HB0919'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 HB0919
 HB0919                          STATION RECOVERY (1960)
 HB0919
 HB0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0919'4 MI NE FROM VILLA RIDGE.
 HB0919'ABOUT 0.7 MILES EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0919'AT VILLA RIDGE, THENCE 1.6 MILES NORTH AND EAST ALONG AN ASPHALT
 HB0919'ROAD, THENCE 1.7 MILES NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION
 HB0919'OF A GRAVEL ROAD WEST, AT A JOG IN THE ROAD (NORTH-SOUTH),
 HB0919'53 FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH
 HB0919'OF THE EXTENDED CENTER LINE OF THE ROAD WEST, 168 FEET
 HB0919'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 11 FEET WEST OF A
 HB0919'FENCE, 98 FEET SOUTH OF THE CENTER LINE OF A DRIVE EAST
 HB0919'TO A SMALL FIELD, 3.8 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 HB0919'3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 HB0919'CONCRETE POST PROJECTING 3 INCHES.
 HB0919
 HB0919                          STATION RECOVERY (1978)
 HB0919
 HB0919'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978 (DEM)
 HB0919'BLACK AZIMUTH 1960 RECOVERED GOOD.
 HB0919'
 HB0919'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MI. N.E. OF VILLA
 HB0919'RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0139 ***********************************************************************
 KB0139  DESIGNATION -  BLACK
 KB0139  PID         -  KB0139
 KB0139  STATE/COUNTY-  IL/COLES
 KB0139  USGS QUAD   -  HUMBOLDT (1983)
 KB0139
 KB0139                         *CURRENT SURVEY CONTROL
 KB0139  ___________________________________________________________________
 KB0139* NAD 83(1997)-  39 35 11.32671(N)    088 18 59.46523(W)     ADJUSTED  
 KB0139* NAVD 88     -       203.575  (meters)     667.90   (feet)  ADJUSTED  
 KB0139  ___________________________________________________________________
 KB0139  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 KB0139  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0139  DYNAMIC HT  -         203.461 (meters)     667.52  (feet)  COMP
 KB0139  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 KB0139
 KB0139  HORZ ORDER  -  SECOND
 KB0139  VERT ORDER  -  SECOND    CLASS 0
 KB0139
 KB0139.The horizontal coordinates were established by classical geodetic methods
 KB0139.and adjusted by the National Geodetic Survey in October 1999..
 KB0139
 KB0139.The orthometric height was determined by differential leveling
 KB0139.and adjusted by the National Geodetic Survey in June 1991..
 KB0139
 KB0139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0139
 KB0139.The geoid height was determined by GEOID03.
 KB0139
 KB0139.The dynamic height is computed by dividing the NAVD 88
 KB0139.geopotential number by the normal gravity value computed on the
 KB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0139.degrees latitude (g = 980.6199 gals.).
 KB0139
 KB0139.The modeled gravity was interpolated from observed gravity values.
 KB0139
 KB0139;                    North         East     Units Scale Factor Converg.
 KB0139;SPC IL E     -   324,088.156   301,444.504   MT  0.99997503   +0 00 38.6
 KB0139;SPC IL E     - 1,063,279.23    988,989.18   sFT  0.99997503   +0 00 38.6
 KB0139;UTM  16      - 4,382,689.912   386,945.582   MT  0.99975736   -0 50 20.5
 KB0139
 KB0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0139!SPC IL E     -   0.99997310  x   0.99997503  =   0.99994813
 KB0139!UTM  16      -   0.99997310  x   0.99975736  =   0.99973047
 KB0139
 KB0139|---------------------------------------------------------------------|
 KB0139| PID    Reference Object                     Distance      Geod. Az  |
 KB0139|                                                           dddmmss.s |
 KB0139| KB0140 BLACK RM 1                           14.194 METERS 03234     |
 KB0139| KB0138 BLACK RM 2                           51.398 METERS 26949     |
 KB0139| KB0137 BLACK AZ MK                                        2703158.0 |
 KB0139|---------------------------------------------------------------------|
 KB0139
 KB0139                          SUPERSEDED SURVEY CONTROL
 KB0139
 KB0139  NAD 83(1997)-  39 35 11.32677(N)    088 18 59.46445(W) AD(       ) 2
 KB0139  NAD 83(1986)-  39 35 11.33859(N)    088 18 59.46154(W) AD(       ) 2
 KB0139  NAD 27      -  39 35 11.21990(N)    088 18 59.29720(W) AD(       ) 2
 KB0139  NGVD 29 (??/??/92)  203.646  (m)          668.13   (f) ADJ UNCH    2 0
 KB0139
 KB0139.Superseded values are not recommended for survey control.
 KB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0139.See file dsdata.txt to determine how the superseded data were derived.
 KB0139
 KB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8694682690(NAD 83)
 KB0139_MARKER: DS = TRIANGULATION STATION DISK
 KB0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0139_STAMPING: BLACK 1959
 KB0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0139+STABILITY: SURFACE MOTION
 KB0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0139+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 KB0139
 KB0139  HISTORY     - Date     Condition        Report By
 KB0139  HISTORY     - 1959     MONUMENTED       CGS
 KB0139  HISTORY     - 1959     GOOD             CGS
 KB0139  HISTORY     - 1973     GOOD             NGS
 KB0139  HISTORY     - 20050225 GOOD             ILDT
 KB0139
 KB0139                          STATION DESCRIPTION
 KB0139
 KB0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0139'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF DORANS, ABOUT
 KB0139'1-1/4 MILES SOUTH-SOUTHEAST OF HUMBOLDT AND 3/4 MILE EAST OF
 KB0139'U.S. HIGHWAY 45.
 KB0139'
 KB0139'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HUMBOLDT, GO SOUTH
 KB0139'ALONG EAST SIDE OF RAILROAD ON OILED ROAD FOR 1.1 MILES TO THE
 KB0139'AZIMUTH MARK ON RIGHT AND A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON
 KB0139'OILED ROAD FOR 0.3 MILE TO THE STATION ON RIGHT AS DESCRIBED.
 KB0139'
 KB0139'THE STATION IS A STANDARD DISK SET IN TOP OF A 10 X 10 INCH CONCRETE
 KB0139'POST SET FLUSH AND THE DISK IS STAMPED BLACK 1959. IT IS 195.5
 KB0139'FEET EAST OF FENCE CORNER, 19.5 FEET SOUTH OF THE APPROXIMATE CENTER
 KB0139'OF ROAD, 4.6 FEET WEST-SOUTHWEST OF WITNESS POST AND
 KB0139'4.5 FEET WEST OF POWER LINE POLE.
 KB0139'
 KB0139'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB0139'A 10 X 10 INCH CONCRETE POST PROJECTING ABOUT 3 INCHES AND THE
 KB0139'DISK IS STAMPED BLACK NO. 1 1959. IT IS 20 FEET NORTH OF THE
 KB0139'APPROXIMATE CENTER OF ROAD AND 1 FOOT WEST OF TELEPHONE POLE.
 KB0139'
 KB0139'REFERENCE MARK NO. 2 IS 27 FEET EAST OF FENCE CORNER AND 17.6 FEET
 KB0139'SOUTH OF THE APPROXIMATE CENTER OF ROAD. THE MARK IS A STANDARD
 KB0139'REFERENCE MARK DISK SET IN TOP OF A 10 X 10 INCH CONCRETE POST
 KB0139'PROJECTING ABOUT 3 INCHES AND THE DISK IS STAMPED BLACK NO 2
 KB0139'1959.
 KB0139'
 KB0139'AZIMUTH MARK IS 39 FEET SOUTH OF TELEPHONE POLE, 21 FEET WEST OF THE
 KB0139'APPROXIMATE CENTER OF ROAD, 15 FEET S. S. W.  OF
 KB0139'BRACE POLE AND 1.9 FEET EAST OF WITNESS POST. THE MARK IS A STANDARD
 KB0139'AZIMUTH MARK DISK SET IN TOP OF A 10 X 10 IN. CONCRETE POST
 KB0139'PROJECTING ABOUT 2 INCHES AND THE DISK IS STAMPED BLACK 1959.
 KB0139'
 KB0139'HEIGHT OF LIGHT ABOVE STATION MARK 4.86 METERS.
 KB0139
 KB0139                          STATION RECOVERY (1959)
 KB0139
 KB0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0139'1.4 MI S FROM HUMBOLDT.
 KB0139'ABOUT 1.15 MILES SOUTH ALONG AN OILED ROAD FROM THE ILLINOIS
 KB0139'CENTRAL RAILROAD STATION AT HUMBOLDT, THENCE 0.3 MILES EAST ALONG
 KB0139'AN OILED ROAD, 19 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KB0139'4 1/2 FEET WEST OF THE FIFTH POWER POLE EAST OF THE JUNCTION,
 KB0139'195 FEET EAST OF THE NORTH END OF A BOARD GATE AND A FENCE
 KB0139'CORNER, 4.6 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET
 KB0139'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KB0139'POST PROJECTING 3 INCHES.
 KB0139
 KB0139                          STATION RECOVERY (1973)
 KB0139
 KB0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GD)
 KB0139'BLACK 1959 RECOVERED GOOD.
 KB0139'
 KB0139'BLACK NO 1 1959 RECOVERED GOOD.
 KB0139'
 KB0139'BLACK NO 2 1959 RECOVERED GOOD.
 KB0139'
 KB0139'BLACK 1959 (AZI) - RECOVERED GOOD - CHANGE 11 FEET S TO 11 FEET N.
 KB0139'
 KB0139'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.45 MI S OF HUMBOLT.
 KB0139
 KB0139                          STATION RECOVERY (2005)
 KB0139
 KB0139'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1407 ***********************************************************************
 MF1407  DESIGNATION -  BLACK
 MF1407  PID         -  MF1407
 MF1407  STATE/COUNTY-  IL/KANE
 MF1407  USGS QUAD   -  SUGAR GROVE (1993)
 MF1407
 MF1407                         *CURRENT SURVEY CONTROL
 MF1407  ___________________________________________________________________
 MF1407* NAD 83(1997)-  41 49 26.78189(N)    088 29 30.32523(W)     ADJUSTED  
 MF1407* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 MF1407  ___________________________________________________________________
 MF1407  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MF1407  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1407
 MF1407  HORZ ORDER  -  THIRD
 MF1407
 MF1407.The horizontal coordinates were established by classical geodetic methods
 MF1407.and adjusted by the National Geodetic Survey in October 1999..
 MF1407
 MF1407.The orthometric height was scaled from a topographic map.
 MF1407
 MF1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1407
 MF1407.The geoid height was determined by GEOID03.
 MF1407
 MF1407;                    North         East     Units Scale Factor Converg.
 MF1407;SPC IL E     -   572,578.416   286,838.721   MT  0.99997713   -0 06 20.3
 MF1407;SPC IL E     - 1,878,534.35    941,070.04   sFT  0.99997713   -0 06 20.3
 MF1407;UTM  16      - 4,631,322.802   376,115.012   MT  0.99978886   -0 59 41.6
 MF1407
 MF1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1407!SPC IL E     -   0.99996707  x   0.99997713  =   0.99994420
 MF1407!UTM  16      -   0.99996707  x   0.99978886  =   0.99975594
 MF1407
 MF1407|---------------------------------------------------------------------|
 MF1407| PID    Reference Object                     Distance      Geod. Az  |
 MF1407|                                                           dddmmss.s |
 MF1407| CI6730 BLACK RM 1                           18.854 METERS 08241     |
 MF1407| CI6731 BLACK RM 2                           21.901 METERS 16820     |
 MF1407| CI6729 BLACK AZ MK                                        2482058.5 |
 MF1407|---------------------------------------------------------------------|
 MF1407
 MF1407                          SUPERSEDED SURVEY CONTROL
 MF1407
 MF1407  NAD 83(1997)-  41 49 26.78226(N)    088 29 30.33323(W) AD(       ) 3
 MF1407  NAD 83(1986)-  41 49 26.78506(N)    088 29 30.33382(W) AD(       ) 3
 MF1407  NAD 27      -  41 49 26.68670(N)    088 29 30.04870(W) AD(       ) 3
 MF1407
 MF1407.Superseded values are not recommended for survey control.
 MF1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1407.See file dsdata.txt to determine how the superseded data were derived.
 MF1407
 MF1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7611531323(NAD 83)
 MF1407_MARKER: DS = TRIANGULATION STATION DISK
 MF1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1407+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 MF1407
 MF1407  HISTORY     - Date     Condition        Report By
 MF1407  HISTORY     - 1956     MONUMENTED       CGS
 MF1407  HISTORY     - 1967     GOOD             CGS
 MF1407  HISTORY     - 19890908 MARK NOT FOUND   USPSQD
 MF1407  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 MF1407  HISTORY     - 20020530 GOOD             CMT
 MF1407
 MF1407                          STATION DESCRIPTION
 MF1407
 MF1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1407'THE STATION IS ABOUT 9-1/2 MILES WEST SOUTHWEST OF BATAVIA,
 MF1407'NEAR THE NORTHWEST CORNER OF A LAWN AND IS ON PROPERTY OWNED BY
 MF1407'MR. LYLE LAWSON.  IT IS 72 FEET NORTHWEST OF THE NORTHWEST
 MF1407'CORNER OF A FRAME HOUSE, 26 FEET EAST OF A 48 INCH TWIN MAPLE
 MF1407'TREE, 4 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 MF1407'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 MF1407'STAMPED BLACK 1956.
 MF1407'
 MF1407'TO REACH THE STATION FROM THE INTERSECTION OF BATAVIA AVE. AND
 MF1407'MAIN STREET IN BATAVIA, GO WEST ON MAIN STREET AND PAVED
 MF1407'ROAD FOR 7.95 MILES TO THE JUNCTION WITH STATE HIGHWAY 47.
 MF1407'CONTINUE WEST ON PAVED ROAD FOR 1.05 MILES TO A GRAVEL CROSSROAD.
 MF1407'TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 1.25 MILES TO A
 MF1407'GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVEL ROAD
 MF1407'FOR 0.05 MILE TO A GRAVEL DRIVEWAY ON THE RIGHT*.  TURN RIGHT
 MF1407'AND GO NORTH ON DRIVEWAY FOR 0.15 MILE TO A LARGE BARN ON THE
 MF1407'RIGHT AND A WHITE FRAME HOUSE ON THE LEFT.  CONTINUE NORTH ON
 MF1407'DRIVEWAY FOR ABOUT 100 FEET TO TWO WOOD GATES.  PASS THROUGH
 MF1407'GATE ON THE LEFT AND TURN SHARP LEFT AND GO WEST FOR ABOUT
 MF1407'150 FEET TO THE STATION.
 MF1407'
 MF1407'TO REACH THE AZIMUTH MARK FROM THIS POINT*, GO WEST ON GRAVEL
 MF1407'ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT.
 MF1407'
 MF1407'REFERENCE MARK 1 IS 89 FEET WEST OF THE NORTHEAST CORNER OF
 MF1407'LAWN AND 1 FOOT SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH
 MF1407'AND THE DISK IS STAMPED BLACK NO 1 1956.
 MF1407'
 MF1407'REFERENCE MARK 2 IS 42 FEET EAST OF THE FENCE LINE AROUND LAWN AND
 MF1407'30 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE.  THE MARK
 MF1407'IS FLUSH AND THE DISK IS STAMPED BLACK NO 2 1956.
 MF1407'
 MF1407'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 MF1407'5 FEET WEST OF A CONCRETE GATE POST, 3 FEET WEST OF A WHITE
 MF1407'WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.  THE MARK PROJECTS
 MF1407'2 INCHES AND THE DISK IS STAMPED BLACK 1956.
 MF1407'
 MF1407'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MF1407
 MF1407                          STATION RECOVERY (1967)
 MF1407
 MF1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1407'ALL MARKS FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 MF1407'WITH BELOW CHANGES.
 MF1407'
 MF1407'THE STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 MF1407'
 MF1407'THE AZIMUTH MARK IS 3 FEET WEST OF A METAL WITNESS POST.
 MF1407
 MF1407                          STATION RECOVERY (1989)
 MF1407
 MF1407'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 MF1407'MARK NOT FOUND.
 MF1407
 MF1407                          STATION RECOVERY (1998)
 MF1407
 MF1407'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1407'MARK NOT FOUND.
 MF1407
 MF1407                          STATION RECOVERY (2002)
 MF1407
 MF1407'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 MF1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1397 ***********************************************************************
 NH1397  DESIGNATION -  BLACK
 NH1397  PID         -  NH1397
 NH1397  STATE/COUNTY-  IL/WINNEBAGO
 NH1397  USGS QUAD   -  SOUTH BELOIT (1993)
 NH1397
 NH1397                         *CURRENT SURVEY CONTROL
 NH1397  ___________________________________________________________________
 NH1397* NAD 83(1997)-  42 25 11.45031(N)    089 05 55.81380(W)     ADJUSTED  
 NH1397* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 NH1397  ___________________________________________________________________
 NH1397  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 NH1397  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NH1397
 NH1397  HORZ ORDER  -  FIRST
 NH1397
 NH1397.The horizontal coordinates were established by classical geodetic methods
 NH1397.and adjusted by the National Geodetic Survey in October 1999..
 NH1397
 NH1397.The orthometric height was scaled from a topographic map.
 NH1397
 NH1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1397
 NH1397.The geoid height was determined by GEOID03.
 NH1397
 NH1397;                    North         East     Units Scale Factor Converg.
 NH1397;SPC IL W     -   639,267.822   787,881.847   MT  1.00003617   +0 43 13.3
 NH1397;SPC IL W     - 2,097,331.18  2,584,909.03   sFT  1.00003617   +0 43 13.3
 NH1397;SPC WI S     -    47,043.267   674,173.567   MT  1.00007794   +0 37 09.1
 NH1397;SPC WI S     -   154,341.12  2,211,851.11   sFT  1.00007794   +0 37 09.1
 NH1397;UTM  16      - 4,698,527.042   327,323.036   MT  0.99996687   -1 24 58.1
 NH1397
 NH1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1397!SPC IL W     -   0.99996277  x   1.00003617  =   0.99999894
 NH1397!SPC WI S     -   0.99996277  x   1.00007794  =   1.00004071
 NH1397!UTM  16      -   0.99996277  x   0.99996687  =   0.99992964
 NH1397
 NH1397:                Primary Azimuth Mark                     Grid Az
 NH1397:SPC IL W     -  BELOIT FAIRBANKS MORSE CO STK            027 33 33.1
 NH1397:SPC WI S     -  BELOIT FAIRBANKS MORSE CO STK            027 39 37.3
 NH1397:UTM  16      -  BELOIT FAIRBANKS MORSE CO STK            029 41 44.5
 NH1397
 NH1397|---------------------------------------------------------------------|
 NH1397| PID    Reference Object                     Distance      Geod. Az  |
 NH1397|                                                           dddmmss.s |
 NH1397| NH1348 BELOIT FAIRBANKS MORSE CO STK       APPROX.11.8 KM 0281646.4 |
 NH1397| NH1391 ROCKTON MUNICIPAL TANK              APPROX. 4.1 KM 0293649.2 |
 NH1397| NH1349 BELOIT FAIRBANKS MORSE CO S TK      APPROX.11.7 KM 0294729.0 |
 NH1397| NH1364 BELOIT WISC P AND L CO S STACK      APPROX.11.0 KM 0294819.3 |
 NH1397| NH1355 BELOIT IRON WORKS STACK             APPROX.10.6 KM 0295228.0 |
 NH1397| NH1356 BELOIT COLLEGE ADM BLDG CUPOLA      APPROX.10.8 KM 0310844.5 |
 NH1397| NH1395 BELOIT R B AND J RR CO STACK        APPROX.10.0 KM 0313758.5 |
 NH1397| NH1398 S BELOIT RACINE FT KNIT CO TK       APPROX.10.0 KM 0333445.2 |
 NH1397| NH1408 ROCKFORD HARLEM CONSOL SCH CHI      APPROX. 9.7 KM 1565428.8 |
 NH1397| NH1443 ROCKFORD US RAD RNG STA MAST        APPROX.10.0 KM 1720622.7 |
 NH1397| CI9036 BLACK RM 1                           26.868 METERS 22232     |
 NH1397| CI9035 BLACK AZ MK                                        2505129.9 |
 NH1397| CI9037 BLACK RM 2                           25.079 METERS 31309     |
 NH1397|---------------------------------------------------------------------|
 NH1397
 NH1397                          SUPERSEDED SURVEY CONTROL
 NH1397
 NH1397  NAD 83(1997)-  42 25 11.45032(N)    089 05 55.81411(W) AD(       ) 1
 NH1397  NAD 83(1997)-  42 25 11.44787(N)    089 05 55.81401(W) AD(       ) 1
 NH1397  NAD 83(1986)-  42 25 11.44646(N)    089 05 55.81705(W) AD(       ) 1
 NH1397  NAD 27      -  42 25 11.39100(N)    089 05 55.42100(W) AD(       ) 1
 NH1397
 NH1397.Superseded values are not recommended for survey control.
 NH1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1397.See file dsdata.txt to determine how the superseded data were derived.
 NH1397
 NH1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2732398527(NAD 83)
 NH1397_MARKER: DS = TRIANGULATION STATION DISK
 NH1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1397
 NH1397  HISTORY     - Date     Condition        Report By
 NH1397  HISTORY     - 1935     MONUMENTED       CGS
 NH1397  HISTORY     - 1954     GOOD             CGS
 NH1397  HISTORY     - 1988     GOOD             USPSQD
 NH1397  HISTORY     - 19970530 GOOD             USPSQD
 NH1397
 NH1397                          STATION DESCRIPTION
 NH1397
 NH1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1397'THIS STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF ROCKTON, IN
 NH1397'THE NORTHWEST 1/4, SECTION 35, T 46 N, R 1 E.  ON THE RIGHT-OF-WAY
 NH1397'OF A NORTH-SOUTH ROAD.  THE MARK IS ONE FOOT WEST OF THE
 NH1397'EAST RIGHT-OF-WAY FENCE OF THE ROAD.  26 FEET EAST OF THE
 NH1397'CENTERLINE OF THE ROAD.  316 FEET NORTH OF A T-ROAD TO THE
 NH1397'WEST.  45 FEET SOUTH OF A 10-INCH WILD CHERRY TREE.  AND
 NH1397'PROJECTS 2 INCHES.
 NH1397'
 NH1397'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1397'TABLETS SET IN CONCRETE.
 NH1397'
 NH1397'REFERENCE MARK 1 IS SOUTHWEST OF THE STATION.  1 FOOT EAST
 NH1397'OF THE WEST RIGHT-OF-WAY FENCE.  121.29 FEET SOUTH OF REFERENCE
 NH1397'MARK 2.  AND PROJECTS 2 INCHES.
 NH1397'
 NH1397'REFERENCE MARK 2 IS NORTHWEST OF THE STATION.  1 FOOT EAST
 NH1397'OF THE WEST RIGHT-OF-WAY FENCE.  AND PROJECTS 2 INCHES.
 NH1397'
 NH1397'THE AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION.  1 FOOT
 NH1397'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE OF THE T-ROAD.  15
 NH1397'YARDS EAST OF A DOUBLE WILD CHERRY TREE WHICH IS JUST EAST
 NH1397'OF A TRIPLE ELM TREE.  AND PROJECTS 2 INCHES.
 NH1397'
 NH1397'TO REACH FROM THE BRIDGE OVER THE ROCK RIVER IN ROCKTON, GO
 NH1397'SOUTH AND WEST ON ROUTE U.S. 51 0.5 MILE, CONTINUE ON WEST
 NH1397'ON ROUTE 75 WHERE 51 TURNS SOUTH, GO 1.05 MILES, TURN SOUTH
 NH1397'AND GO 1.4 MILES TO THE STATION.
 NH1397'
 NH1397'A LIGHT 100 FEET ABOVE MYERS COMES INTO VIEW 35 FEET ABOVE
 NH1397'THIS STATION.
 NH1397'
 NH1397'A LIGHT 110 FEET ABOVE COLES R.M. 2 COMES INTO VIEW 15 FEET
 NH1397'ABOVE THIS STATION.
 NH1397'
 NH1397'LIGHTS 100 FEET ABOVE KREBS, HENDERSON, STRAND, AND PLYMOUTH,
 NH1397'AND 87 FEET ABOVE CENTRAL, ROCKTON 1920, AND COLLEGE ARE
 NH1397'VISIBLE FROM THE GROUND AT THIS STATION.
 NH1397
 NH1397                          STATION RECOVERY (1954)
 NH1397
 NH1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1397'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 NH1397'DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE OLD DESCRIPTION
 NH1397'IS ADEQUATE WITH THE FOLLOWING NEW TO REACH.
 NH1397'
 NH1397'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER
 NH1397'THE ROCK RIVER IN ROCKTON GO SOUTH AND WEST ON STATE HIGHWAY
 NH1397'2 FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 75, CONTINUE
 NH1397'WEST ON HIGHWAY 75 FOR 1.05 MILES TO A CROSSROAD, TURN LEFT
 NH1397'AND GO SOUTH ON GRAVEL AND DIRT ROAD FOR 1.5 MILES TO THE
 NH1397'STATION ON THE LEFT AS DESCRIBED.
 NH1397'
 NH1397'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH
 NH1397'FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST
 NH1397'ON GRAVEL ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NH1397'
 NH1397'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1397
 NH1397                          STATION RECOVERY (1988)
 NH1397
 NH1397'RECOVERY NOTE BY US POWER SQUADRON 1988 (DGC)
 NH1397'RECOVERED IN GOOD CONDITION.
 NH1397
 NH1397                          STATION RECOVERY (1997)
 NH1397
 NH1397'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1621 ***********************************************************************
 JC1621  DESIGNATION -  BLACK
 JC1621  PID         -  JC1621
 JC1621  STATE/COUNTY-  IL/RANDOLPH
 JC1621  USGS QUAD   -  AMES (1970)
 JC1621
 JC1621                         *CURRENT SURVEY CONTROL
 JC1621  ___________________________________________________________________
 JC1621* NAD 83(1997)-  38 12 43.12353(N)    090 01 26.68070(W)     ADJUSTED  
 JC1621* NAVD 88     -       151.9    (meters)     498.     (feet)  VERTCON   
 JC1621  ___________________________________________________________________
 JC1621  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 JC1621  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 JC1621
 JC1621  HORZ ORDER  -  SECOND
 JC1621
 JC1621.The horizontal coordinates were established by classical geodetic methods
 JC1621.and adjusted by the National Geodetic Survey in October 1999..
 JC1621
 JC1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1621
 JC1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1621
 JC1621.The geoid height was determined by GEOID03.
 JC1621
 JC1621;                    North         East     Units Scale Factor Converg.
 JC1621;SPC IL W     -   171,507.395   712,487.048   MT  0.99994310   +0 05 17.5
 JC1621;SPC IL W     -   562,687.18  2,337,551.26   sFT  0.99994310   +0 05 17.5
 JC1621;UTM  15      - 4,233,522.613   760,551.884   MT  1.00043616   +1 50 30.7
 JC1621;UTM  16      - 4,233,659.325   235,230.984   MT  1.00046345   -1 52 18.1
 JC1621
 JC1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1621!SPC IL W     -   0.99998087  x   0.99994310  =   0.99992398
 JC1621!UTM  15      -   0.99998087  x   1.00043616  =   1.00041703
 JC1621!UTM  16      -   0.99998087  x   1.00046345  =   1.00044432
 JC1621
 JC1621|---------------------------------------------------------------------|
 JC1621| PID    Reference Object                     Distance      Geod. Az  |
 JC1621|                                                           dddmmss.s |
 JC1621| CI3022 BLACK RM 1                           35.555 METERS 05028     |
 JC1621| JB1925 BALDWIN ILL POWER PLANT STACK       APPROX.14.7 KM 0925523.3 |
 JC1621| JC1615 BURKESVILLE BELL MICROWAVE          APPROX.10.1 KM 3041000.2 |
 JC1621| CI3023 BLACK RM 2                           23.280 METERS 35723     |
 JC1621|---------------------------------------------------------------------|
 JC1621
 JC1621                          SUPERSEDED SURVEY CONTROL
 JC1621
 JC1621  NAD 83(1986)-  38 12 43.13379(N)    090 01 26.67375(W) AD(       ) 2
 JC1621  NAD 27      -  38 12 42.95163(N)    090 01 26.28514(W) AD(       ) 2
 JC1621  NGVD 29 (07/19/86)  152.1    (m)          499.     (f) VERT ANG       
 JC1621
 JC1621.Superseded values are not recommended for survey control.
 JC1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1621.See file dsdata.txt to determine how the superseded data were derived.
 JC1621
 JC1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC6055233523(NAD 83)
 JC1621_MARKER: DS = TRIANGULATION STATION DISK
 JC1621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1621+WITH SETTING: INFORMATION.
 JC1621_SP_SET: PREFABRICATED CONCRETE POST
 JC1621
 JC1621  HISTORY     - Date     Condition        Report By
 JC1621  HISTORY     - 1969     MONUMENTED       CGS
 JC1621
 JC1621                          STATION DESCRIPTION
 JC1621
 JC1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JFS)
 JC1621'STATION IS LOCATED 1.65 MI W. OF RED BUD, IN THE SE. QUARTER
 JC1621'OF SEC. 6, T. 4 S, R. 8 W. AND IN THE RIGHT-OF-WAY OF STATE
 JC1621'HWY. 3.
 JC1621'
 JC1621'TO REACH THE STATION FROM THE POST OFFICE AT RED BUD, DRIVE
 JC1621'N. ON STATE HWY. 3 FOR 0.5 BLOCK TO JCT. WITH STATE HWYS. 154 AND
 JC1621'159, TURN LEFT AND DRIVE W. ON STATE HWY. 3 FOR 1.25 MI TO
 JC1621'JCT. OF A GRAVEL RD. LEADING S., CONTINUE W. ON STATE HWY.
 JC1621'3 FOR 0.4 MI TO STATION ON LEFT.
 JC1621'
 JC1621'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 JC1621'BLACK 1969 CRIMPED ON 10 FT LENGTHS OF COPPER COATED RODS,
 JC1621'DRIVEN FLUSH WITH THE GROUND AND SET IN 6 IN. TILE FILLED
 JC1621'WITH GRAVEL.
 JC1621'
 JC1621'STATION MARK IS 46 FT S. OF CENTER OF HWY. 3, 259 FT ESE.
 JC1621'OF JCT. OF DRIVE N. TO A FARMHOUSE, 21 FT NW. OF A POWER
 JC1621'LINE POLE AND 9.3 FT S. OF A METAL WITNESS POST.
 JC1621'
 JC1621'REFERENCE MARK 1 IS 116.65 FT (35.555 M.) NE. OF STATION,
 JC1621'31 FT N. OF CENTER OF HWY., 73 FT E. OF A TELEPHONE POLE, AND
 JC1621'1 FT S. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 JC1621'
 JC1621'REFERENCE MARK 2 IS 76.38 FT (23.280 M.) N. OF STATION, 31
 JC1621'FT N. OF CENTER OF HWY. 3, 20.6 FT W. OF A TELEPHONE POLE
 JC1621'AND 1 FT S. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 JC1621'
 JC1621'HEIGHT OF LIGHT ABOVE STATION 32.08 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0917 ***********************************************************************
 HB0917  DESIGNATION -  BLACK AZ MK
 HB0917  PID         -  HB0917
 HB0917  STATE/COUNTY-  IL/PULASKI
 HB0917  USGS QUAD   -  PULASKI (1967)
 HB0917
 HB0917                         *CURRENT SURVEY CONTROL
 HB0917  ___________________________________________________________________
 HB0917* NAD 83(1986)-  37 11 03.     (N)    089 09 58.     (W)     SCALED    
 HB0917* NAVD 88     -       136.423  (meters)     447.58   (feet)  ADJUSTED  
 HB0917  ___________________________________________________________________
 HB0917  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB0917  DYNAMIC HT  -         136.325 (meters)     447.26  (feet)  COMP
 HB0917  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 HB0917
 HB0917  VERT ORDER  -  SECOND    CLASS 0
 HB0917
 HB0917.The horizontal coordinates were scaled from a topographic map and have
 HB0917.an estimated accuracy of +/- 6 seconds.
 HB0917
 HB0917.The orthometric height was determined by differential leveling
 HB0917.and adjusted by the National Geodetic Survey in June 1991..
 HB0917
 HB0917.The geoid height was determined by GEOID03.
 HB0917
 HB0917.The dynamic height is computed by dividing the NAVD 88
 HB0917.geopotential number by the normal gravity value computed on the
 HB0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0917.degrees latitude (g = 980.6199 gals.).
 HB0917
 HB0917.The modeled gravity was interpolated from observed gravity values.
 HB0917
 HB0917;                    North         East    Units  Estimated Accuracy
 HB0917;SPC IL W     -    57,900.      788,840.      MT  (+/- 180 meters Scaled)
 HB0917
 HB0917                          SUPERSEDED SURVEY CONTROL
 HB0917
 HB0917  NGVD 29 (??/??/??)  136.352  (m)          447.35   (f) ADJUSTED    2 0
 HB0917
 HB0917.Superseded values are not recommended for survey control.
 HB0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0917.See file dsdata.txt to determine how the superseded data were derived.
 HB0917
 HB0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG077175(NAD 83)
 HB0917_MARKER: DZ = AZIMUTH MARK DISK
 HB0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0917_STAMPING: BLACK 1960
 HB0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0917+STABILITY: SURFACE MOTION
 HB0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0917+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0917
 HB0917  HISTORY     - Date     Condition        Report By
 HB0917  HISTORY     - 1960     MONUMENTED       CGS
 HB0917  HISTORY     - 20020829 GOOD             USACE
 HB0917
 HB0917                          STATION DESCRIPTION
 HB0917
 HB0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0917'3.7 MI NE FROM VILLA RIDGE.
 HB0917'ABOUT 0.7 MILES EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0917'AT VILLA RIDGE, THENCE 1.6 MILES NORTH AND EAST ALONG AN ASPHALT
 HB0917'ROAD, THENCE 1.4 MILES NORTH ALONG A GRAVEL ROAD, AT A FARM
 HB0917'DRIVE TO THE WEST, AT A FENCE CORNER EAST OF THE ROAD, 19 FEET
 HB0917'EAST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF THE EXTENDED
 HB0917'CENTER LINE OF THE DRIVE WEST, 1 FOOT WEST OF A FENCE, 5 FEET
 HB0917'SOUTH OF A FENCE CORNER, 89 FEET SOUTH OF POWER POLE NUMBER 7
 HB0917'H 5, 2.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 HB0917'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 HB0917'POST PROJECTING 3 INCHES.
 HB0917
 HB0917                          STATION RECOVERY (2002)
 HB0917
 HB0917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0137 ***********************************************************************
 KB0137  DESIGNATION -  BLACK AZ MK
 KB0137  PID         -  KB0137
 KB0137  STATE/COUNTY-  IL/COLES
 KB0137  USGS QUAD   -  HUMBOLDT (1983)
 KB0137
 KB0137                         *CURRENT SURVEY CONTROL
 KB0137  ___________________________________________________________________
 KB0137* NAD 83(1986)-  39 35 10.     (N)    088 19 19.     (W)     SCALED    
 KB0137* NAVD 88     -       203.093  (meters)     666.31   (feet)  ADJUSTED  
 KB0137  ___________________________________________________________________
 KB0137  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0137  DYNAMIC HT  -         202.979 (meters)     665.94  (feet)  COMP
 KB0137  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 KB0137
 KB0137  VERT ORDER  -  SECOND    CLASS 0
 KB0137
 KB0137.The horizontal coordinates were scaled from a topographic map and have
 KB0137.an estimated accuracy of +/- 6 seconds.
 KB0137
 KB0137.The orthometric height was determined by differential leveling
 KB0137.and adjusted by the National Geodetic Survey in June 1991..
 KB0137
 KB0137.The geoid height was determined by GEOID03.
 KB0137
 KB0137.The dynamic height is computed by dividing the NAVD 88
 KB0137.geopotential number by the normal gravity value computed on the
 KB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0137.degrees latitude (g = 980.6199 gals.).
 KB0137
 KB0137.The modeled gravity was interpolated from observed gravity values.
 KB0137
 KB0137;                    North         East    Units  Estimated Accuracy
 KB0137;SPC IL E     -   324,050.      300,980.      MT  (+/- 180 meters Scaled)
 KB0137
 KB0137                          SUPERSEDED SURVEY CONTROL
 KB0137
 KB0137  NGVD 29 (??/??/92)  203.164  (m)          666.55   (f) ADJ UNCH    2 0
 KB0137
 KB0137.Superseded values are not recommended for survey control.
 KB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0137.See file dsdata.txt to determine how the superseded data were derived.
 KB0137
 KB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ864826(NAD 83)
 KB0137_MARKER: DZ = AZIMUTH MARK DISK
 KB0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0137_STAMPING: BLACK 1959
 KB0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0137+STABILITY: SURFACE MOTION
 KB0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0137+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 KB0137
 KB0137  HISTORY     - Date     Condition        Report By
 KB0137  HISTORY     - 1959     MONUMENTED       CGS
 KB0137  HISTORY     - 20050225 GOOD             ILDT
 KB0137
 KB0137                          STATION DESCRIPTION
 KB0137
 KB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0137'1.2 MI S FROM HUMBOLDT.
 KB0137'ABOUT 1.15 MILES SOUTH ALONG AN OILED ROAD FROM THE ILLINOIS
 KB0137'CENTRAL RAILROAD STATION AT HUMBOLDT, AT THE JUNCTION OF AN
 KB0137'OILED ROAD EAST, 21 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KB0137'11 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD EAST, 24
 KB0137'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 14 1/2 FEET
 KB0137'SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH A BRACE, 2.0 FEET
 KB0137'EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB0137'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0137
 KB0137                          STATION RECOVERY (2005)
 KB0137
 KB0137'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0920 ***********************************************************************
 HB0920  DESIGNATION -  BLACK RM 1
 HB0920  PID         -  HB0920
 HB0920  STATE/COUNTY-  IL/PULASKI
 HB0920  USGS QUAD   -  PULASKI (1967)
 HB0920
 HB0920                         *CURRENT SURVEY CONTROL
 HB0920  ___________________________________________________________________
 HB0920* NAD 83(1986)-  37 11 17.     (N)    089 09 55.     (W)     SCALED    
 HB0920* NAVD 88     -       137.337  (meters)     450.58   (feet)  ADJUSTED  
 HB0920  ___________________________________________________________________
 HB0920  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HB0920  DYNAMIC HT  -         137.237 (meters)     450.25  (feet)  COMP
 HB0920  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HB0920
 HB0920  VERT ORDER  -  SECOND    CLASS 0
 HB0920
 HB0920.The horizontal coordinates were scaled from a topographic map and have
 HB0920.an estimated accuracy of +/- 6 seconds.
 HB0920
 HB0920.The orthometric height was determined by differential leveling
 HB0920.and adjusted by the National Geodetic Survey in June 1991..
 HB0920
 HB0920.The geoid height was determined by GEOID03.
 HB0920
 HB0920.The dynamic height is computed by dividing the NAVD 88
 HB0920.geopotential number by the normal gravity value computed on the
 HB0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0920.degrees latitude (g = 980.6199 gals.).
 HB0920
 HB0920.The modeled gravity was interpolated from observed gravity values.
 HB0920
 HB0920;                    North         East    Units  Estimated Accuracy
 HB0920;SPC IL W     -    58,330.      788,910.      MT  (+/- 180 meters Scaled)
 HB0920
 HB0920                          SUPERSEDED SURVEY CONTROL
 HB0920
 HB0920  NGVD 29 (??/??/??)  137.265  (m)          450.34   (f) ADJUSTED    2 0
 HB0920
 HB0920.Superseded values are not recommended for survey control.
 HB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0920.See file dsdata.txt to determine how the superseded data were derived.
 HB0920
 HB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG078179(NAD 83)
 HB0920_MARKER: DR = REFERENCE MARK DISK
 HB0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0920_STAMPING: BLACK NO 1 1960
 HB0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0920+STABILITY: SURFACE MOTION
 HB0920
 HB0920  HISTORY     - Date     Condition        Report By
 HB0920  HISTORY     - 1960     MONUMENTED       CGS
 HB0920
 HB0920                          STATION DESCRIPTION
 HB0920
 HB0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0920'4 MI NE FROM VILLA RIDGE.
 HB0920'ABOUT 0.7 MILES EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0920'AT VILLA RIDGE, THENCE 1.6 MILES NORTH AND EAST ALONG AN
 HB0920'ASPHALT ROAD, THENCE 1.7 MILES NORTH ALONG A GRAVEL ROAD, AT
 HB0920'THE JUNCTION OF A GRAVEL ROAD WEST, AT A JOG IN THE NORTH-SOUTH
 HB0920'ROAD, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 28 FEET
 HB0920'SOUTH OF THE CENTER LINE OF A DRIVE EAST TO A SMALL FIELD,
 HB0920'1 FOOT WEST OF A FENCE, 35 FEET SOUTH OF A FENCE CORNER, 69.8
 HB0920'FEET NORTH-NORTHEAST OF TRAVRSE STATION BLACK, 68.1 FEET
 HB0920'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 HB0920'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HB0920'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0140 ***********************************************************************
 KB0140  DESIGNATION -  BLACK RM 1
 KB0140  PID         -  KB0140
 KB0140  STATE/COUNTY-  IL/COLES
 KB0140  USGS QUAD   -  HUMBOLDT (1983)
 KB0140
 KB0140                         *CURRENT SURVEY CONTROL
 KB0140  ___________________________________________________________________
 KB0140* NAD 83(1986)-  39 35 11.     (N)    088 18 59.     (W)     SCALED    
 KB0140* NAVD 88     -       203.372  (meters)     667.23   (feet)  ADJUSTED  
 KB0140  ___________________________________________________________________
 KB0140  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0140  DYNAMIC HT  -         203.258 (meters)     666.86  (feet)  COMP
 KB0140  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 KB0140
 KB0140  VERT ORDER  -  SECOND    CLASS 0
 KB0140
 KB0140.The horizontal coordinates were scaled from a topographic map and have
 KB0140.an estimated accuracy of +/- 6 seconds.
 KB0140
 KB0140.The orthometric height was determined by differential leveling
 KB0140.and adjusted by the National Geodetic Survey in June 1991..
 KB0140
 KB0140.The geoid height was determined by GEOID03.
 KB0140
 KB0140.The dynamic height is computed by dividing the NAVD 88
 KB0140.geopotential number by the normal gravity value computed on the
 KB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0140.degrees latitude (g = 980.6199 gals.).
 KB0140
 KB0140.The modeled gravity was interpolated from observed gravity values.
 KB0140
 KB0140;                    North         East    Units  Estimated Accuracy
 KB0140;SPC IL E     -   324,080.      301,460.      MT  (+/- 180 meters Scaled)
 KB0140
 KB0140                          SUPERSEDED SURVEY CONTROL
 KB0140
 KB0140  NGVD 29 (??/??/92)  203.442  (m)          667.46   (f) ADJ UNCH    2 0
 KB0140
 KB0140.Superseded values are not recommended for survey control.
 KB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0140.See file dsdata.txt to determine how the superseded data were derived.
 KB0140
 KB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ869826(NAD 83)
 KB0140_MARKER: DR = REFERENCE MARK DISK
 KB0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0140_STAMPING: BLACK NO 1 1959
 KB0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0140+STABILITY: SURFACE MOTION
 KB0140
 KB0140  HISTORY     - Date     Condition        Report By
 KB0140  HISTORY     - 1959     MONUMENTED       CGS
 KB0140
 KB0140                          STATION DESCRIPTION
 KB0140
 KB0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0140'1.4 MI S FROM HUMBOLDT.
 KB0140'ABOUT 1.15 MILES SOUTH ALONG AN OILED ROAD FROM THE ILLINOIS
 KB0140'CENTRAL RAILROAD STATION AT HUMBOLDT, THENCE 0.3 MILE EAST ALONG
 KB0140'AN OILED ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KB0140'44 1/2 FEET NORTHEAST OF THE FIFTH POWER POLE EAST OF THE
 KB0140'JUNCTION, 224 FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM THE
 KB0140'NORTH END OF A BOARD GATE, 46.6 FEET NORTHEAST OF TRIANGULATION
 KB0140'STATION BLACK, 1.5 FEET WEST OF A TELEPHONE POLE, 43.5 FEET
 KB0140'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 KB0140'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 KB0140'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0918 ***********************************************************************
 HB0918  DESIGNATION -  BLACK RM 2
 HB0918  PID         -  HB0918
 HB0918  STATE/COUNTY-  IL/PULASKI
 HB0918  USGS QUAD   -  PULASKI (1967)
 HB0918
 HB0918                         *CURRENT SURVEY CONTROL
 HB0918  ___________________________________________________________________
 HB0918* NAD 83(1986)-  37 11 17.     (N)    089 09 56.     (W)     SCALED    
 HB0918* NAVD 88     -       138.005  (meters)     452.77   (feet)  ADJUSTED  
 HB0918  ___________________________________________________________________
 HB0918  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HB0918  DYNAMIC HT  -         137.906 (meters)     452.45  (feet)  COMP
 HB0918  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 HB0918
 HB0918  VERT ORDER  -  SECOND    CLASS 0
 HB0918
 HB0918.The horizontal coordinates were scaled from a topographic map and have
 HB0918.an estimated accuracy of +/- 6 seconds.
 HB0918
 HB0918.The orthometric height was determined by differential leveling
 HB0918.and adjusted by the National Geodetic Survey in June 1991..
 HB0918
 HB0918.The geoid height was determined by GEOID03.
 HB0918
 HB0918.The dynamic height is computed by dividing the NAVD 88
 HB0918.geopotential number by the normal gravity value computed on the
 HB0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0918.degrees latitude (g = 980.6199 gals.).
 HB0918
 HB0918.The modeled gravity was interpolated from observed gravity values.
 HB0918
 HB0918;                    North         East    Units  Estimated Accuracy
 HB0918;SPC IL W     -    58,330.      788,890.      MT  (+/- 180 meters Scaled)
 HB0918
 HB0918                          SUPERSEDED SURVEY CONTROL
 HB0918
 HB0918  NGVD 29 (??/??/??)  137.934  (m)          452.54   (f) ADJUSTED    2 0
 HB0918
 HB0918.Superseded values are not recommended for survey control.
 HB0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0918.See file dsdata.txt to determine how the superseded data were derived.
 HB0918
 HB0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG077179(NAD 83)
 HB0918_MARKER: DR = REFERENCE MARK DISK
 HB0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0918_STAMPING: BLACK NO 2 1960
 HB0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0918+STABILITY: SURFACE MOTION
 HB0918
 HB0918  HISTORY     - Date     Condition        Report By
 HB0918  HISTORY     - 1960     MONUMENTED       CGS
 HB0918  HISTORY     - 1978     GOOD             ILDT
 HB0918  HISTORY     - 1978     GOOD             ILDT
 HB0918  HISTORY     - 1978     GOOD             ILDT
 HB0918
 HB0918                          STATION DESCRIPTION
 HB0918
 HB0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0918'4 MI NE FROM VILLA RIDGE.
 HB0918'ABOUT 0.7 MILES EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0918'AT VILLA RIDGE, THENCE 1.6 MILES NORTH AND EAST ALONG AN
 HB0918'ASPHALT ROAD, THENCE 1.7 MILES NORTH ALONG A GRAVEL ROAD, AT THE
 HB0918'JUNCTION OF A GRAVEL ROAD WEST, AT A JOG IN THE NORTH-SOUTH
 HB0918'ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 81 FEET
 HB0918'EAST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH, 84 FEET
 HB0918'NORTHEAST OF THE CENTER OF THE JUNCTION, 3 FEET NORTHEAST
 HB0918'OF A TELEPHONE POLE, 89.3 FEET WEST-NORTHWEST OF TRAVERSE STATION
 HB0918'BLACK, 86.1 FEET WEST-NORTHWEST OF A METAL WITNESS POST, ABOUT
 HB0918'3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 HB0918'POST PROJECTING 4 INCHES.
 HB0918
 HB0918                          STATION RECOVERY (1978)
 HB0918
 HB0918'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0918'RECOVERED IN GOOD CONDITION.
 HB0918
 HB0918                          STATION RECOVERY (1978)
 HB0918
 HB0918'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0918'RECOVERED IN GOOD CONDITION.
 HB0918
 HB0918                          STATION RECOVERY (1978)
 HB0918
 HB0918'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0138 ***********************************************************************
 KB0138  DESIGNATION -  BLACK RM 2
 KB0138  PID         -  KB0138
 KB0138  STATE/COUNTY-  IL/COLES
 KB0138  USGS QUAD   -  HUMBOLDT (1983)
 KB0138
 KB0138                         *CURRENT SURVEY CONTROL
 KB0138  ___________________________________________________________________
 KB0138* NAD 83(1986)-  39 35 11.     (N)    088 18 59.     (W)     SCALED    
 KB0138* NAVD 88     -       203.516  (meters)     667.70   (feet)  ADJUSTED  
 KB0138  ___________________________________________________________________
 KB0138  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0138  DYNAMIC HT  -         203.402 (meters)     667.33  (feet)  COMP
 KB0138  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 KB0138
 KB0138  VERT ORDER  -  SECOND    CLASS 0
 KB0138
 KB0138.The horizontal coordinates were scaled from a topographic map and have
 KB0138.an estimated accuracy of +/- 6 seconds.
 KB0138
 KB0138.The orthometric height was determined by differential leveling
 KB0138.and adjusted by the National Geodetic Survey in June 1991..
 KB0138
 KB0138.The geoid height was determined by GEOID03.
 KB0138
 KB0138.The dynamic height is computed by dividing the NAVD 88
 KB0138.geopotential number by the normal gravity value computed on the
 KB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0138.degrees latitude (g = 980.6199 gals.).
 KB0138
 KB0138.The modeled gravity was interpolated from observed gravity values.
 KB0138
 KB0138;                    North         East    Units  Estimated Accuracy
 KB0138;SPC IL E     -   324,080.      301,460.      MT  (+/- 180 meters Scaled)
 KB0138
 KB0138                          SUPERSEDED SURVEY CONTROL
 KB0138
 KB0138  NGVD 29 (??/??/92)  203.586  (m)          667.93   (f) ADJ UNCH    2 0
 KB0138
 KB0138.Superseded values are not recommended for survey control.
 KB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0138.See file dsdata.txt to determine how the superseded data were derived.
 KB0138
 KB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ869826(NAD 83)
 KB0138_MARKER: DR = REFERENCE MARK DISK
 KB0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0138_STAMPING: BLACK NO 2 1959
 KB0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0138+STABILITY: SURFACE MOTION
 KB0138
 KB0138  HISTORY     - Date     Condition        Report By
 KB0138  HISTORY     - 1959     MONUMENTED       CGS
 KB0138  HISTORY     - 20050225 POOR             ILDT
 KB0138
 KB0138                          STATION DESCRIPTION
 KB0138
 KB0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0138'1.4 MI S FROM HUMBOLDT.
 KB0138'ABOUT 1.15 MILES SOUTH ALONG AN OILED ROAD FROM THE ILLINOIS
 KB0138'CENTRAL RAILROAD STATION AT HUMBOLDT, THENCE 0.3 MILE EAST ALONG
 KB0138'AN OILED ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KB0138'173 FEET WEST OF THE FIFTH POWER POLE EAST OF THE JUNCTION, 27
 KB0138'FEET EAST OF THE NORTH END OF A BOARD GATE AND A FENCE CORNER,
 KB0138'168.6 FEET WEST OF TRIANGULATION STATION BLACK, 173.2 FEET WEST
 KB0138'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 KB0138'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0138
 KB0138                          STATION RECOVERY (2005)
 KB0138
 KB0138'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0138'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9201 ***********************************************************************
 DG9201  DESIGNATION -  BLACKHAWK 1
 DG9201  PID         -  DG9201
 DG9201  STATE/COUNTY-  IL/STEPHENSON
 DG9201  USGS QUAD   -  PEARL CITY (1971)
 DG9201
 DG9201                         *CURRENT SURVEY CONTROL
 DG9201  ___________________________________________________________________
 DG9201* NAD 83(1997)-  42 17 40.67145(N)    089 51 45.27299(W)     ADJUSTED  
 DG9201* NAVD 88     -       260.0    (meters)     853.     (feet)  GPS OBS   
 DG9201  ___________________________________________________________________
 DG9201  X           -      11,333.416 (meters)                     COMP
 DG9201  Y           -  -4,725,192.413 (meters)                     COMP
 DG9201  Z           -   4,270,020.549 (meters)                     COMP
 DG9201  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DG9201  ELLIP HEIGHT-         226.79  (meters)          (03/01/05) GPS OBS
 DG9201  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DG9201
 DG9201  HORZ ORDER  -  FIRST
 DG9201  ELLP ORDER  -  FOURTH    CLASS I
 DG9201
 DG9201.The horizontal coordinates were established by GPS observations
 DG9201.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9201
 DG9201.The orthometric height was determined by GPS observations and a
 DG9201.high-resolution geoid model.
 DG9201
 DG9201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9201
 DG9201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9201
 DG9201.The ellipsoidal height was determined by GPS observations
 DG9201.and is referenced to NAD 83.
 DG9201
 DG9201.The geoid height was determined by GEOID03.
 DG9201
 DG9201;                    North         East     Units Scale Factor Converg.
 DG9201;SPC IL W     -   624,851.909   725,076.140   MT  0.99994891   +0 12 16.7
 DG9201;SPC IL W     - 2,050,034.97  2,378,853.97   sFT  0.99994891   +0 12 16.7
 DG9201;UTM  16      - 4,686,458.381   264,015.607   MT  1.00028525   -1 55 38.1
 DG9201
 DG9201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9201!SPC IL W     -   0.99996443  x   0.99994891  =   0.99991334
 DG9201!UTM  16      -   0.99996443  x   1.00028525  =   1.00024967
 DG9201
 DG9201                          SUPERSEDED SURVEY CONTROL
 DG9201
 DG9201.No superseded survey control is available for this station.
 DG9201
 DG9201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6401686458(NAD 83)
 DG9201_MARKER: A = ALUMINUM MARKER
 DG9201_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9201_STAMPING: BLACKHAWK NO. 1
 DG9201_MARK LOGO: FGRAH 
 DG9201_PROJECTION: RECESSED 8 CENTIMETERS
 DG9201_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9201+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9201_ROD/PIPE-DEPTH: 3.66 meters
 DG9201
 DG9201  HISTORY     - Date     Condition        Report By
 DG9201  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9201
 DG9201                          STATION DESCRIPTION
 DG9201
 DG9201'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9201'STATION IS ABOUT 3.5 KM (2.2 MILES) SOUTHEAST OF KENT AND ABOUT 4.2 KM
 DG9201'(2.6 MILES) NORTHWEST OF PEARL  CITY  (AIR LINE), IN SECTION 31, T 27
 DG9201'N, R 6 E ON PROPERTY OWNED BY EVORA KEMPEL. THIS STATION IS  9.8M
 DG9201'(32.1 FT) SOUTH OF THE EDGE OF PAVEMENT OF BLACKHAWK ROAD, 0.4M (1.2
 DG9201'FT) NORTH OF AN  ORANGE CARSONITE WITNESS SIGN, 1.6M (5.3 FT)
 DG9201'NORTHWEST OF A FENCE CORNER AND 1.5M (5.1 FT)  NORTHEAST OF A  FENCE
 DG9201'CORNER. MARK IS FLUSH WITH GROUND LEVEL.
 DG9201' 
 DG9201'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 73 AND
 DG9201'GOLDMINE ROAD IN  PEARL CITY, GO WEST ON GOLDMINE ROAD 2.4 KM (1.5
 DG9201'MILES) TO FLACK ROAD, THEN TURN RIGHT  (NORTH) ON FLACK ROAD 2.6 KM
 DG9201'(1.6 MILES) TO BLACKHAWK ROAD, THEN TURN LEFT (WEST) ON  BLACKHAWK
 DG9201'ROAD 0.5 KM (0.3 MILES) TO THE STATION ON THE LEFT (SOUTH).   THE
 DG9201'STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN ALUMINUM
 DG9201'ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED 8.2 CM
 DG9201'BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA. PVC PIPE
 DG9201'ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET FLUSH WITH
 DG9201'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9211 ***********************************************************************
 DG9211  DESIGNATION -  BLACKHAWK 2
 DG9211  PID         -  DG9211
 DG9211  STATE/COUNTY-  IL/STEPHENSON
 DG9211  USGS QUAD   -  PEARL CITY (1971)
 DG9211
 DG9211                         *CURRENT SURVEY CONTROL
 DG9211  ___________________________________________________________________
 DG9211* NAD 83(1997)-  42 17 41.22178(N)    089 51 22.07124(W)     ADJUSTED  
 DG9211* NAVD 88     -       257.7    (meters)     845.     (feet)  GPS OBS   
 DG9211  ___________________________________________________________________
 DG9211  X           -      11,864.897 (meters)                     COMP
 DG9211  Y           -  -4,725,177.995 (meters)                     COMP
 DG9211  Z           -   4,270,031.576 (meters)                     COMP
 DG9211  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DG9211  ELLIP HEIGHT-         224.51  (meters)          (03/01/05) GPS OBS
 DG9211  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 DG9211
 DG9211  HORZ ORDER  -  SECOND
 DG9211  ELLP ORDER  -  FOURTH    CLASS I
 DG9211
 DG9211.The horizontal coordinates were established by GPS observations
 DG9211.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9211
 DG9211.The orthometric height was determined by GPS observations and a
 DG9211.high-resolution geoid model.
 DG9211
 DG9211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9211
 DG9211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9211
 DG9211.The ellipsoidal height was determined by GPS observations
 DG9211.and is referenced to NAD 83.
 DG9211
 DG9211.The geoid height was determined by GEOID03.
 DG9211
 DG9211;                    North         East     Units Scale Factor Converg.
 DG9211;SPC IL W     -   624,870.806   725,607.544   MT  0.99994924   +0 12 32.3
 DG9211;SPC IL W     - 2,050,096.97  2,380,597.42   sFT  0.99994924   +0 12 32.3
 DG9211;UTM  16      - 4,686,457.498   264,547.525   MT  1.00028216   -1 55 22.4
 DG9211
 DG9211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9211!SPC IL W     -   0.99996479  x   0.99994924  =   0.99991403
 DG9211!UTM  16      -   0.99996479  x   1.00028216  =   1.00024694
 DG9211
 DG9211                          SUPERSEDED SURVEY CONTROL
 DG9211
 DG9211.No superseded survey control is available for this station.
 DG9211
 DG9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6454886457(NAD 83)
 DG9211_MARKER: A = ALUMINUM MARKER
 DG9211_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9211_STAMPING: BLACKHAWK NO. 2
 DG9211_MARK LOGO: FGRAH 
 DG9211_PROJECTION: RECESSED 7 CENTIMETERS
 DG9211_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9211+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9211_ROD/PIPE-DEPTH: 3.66 meters
 DG9211
 DG9211  HISTORY     - Date     Condition        Report By
 DG9211  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9211
 DG9211                          STATION DESCRIPTION
 DG9211
 DG9211'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9211'STATION IS ABOUT 4.0 KM (2.5 MILES) SOUTHEAST OF KENT AND ABOUT 3.8 KM
 DG9211'(2.4 MILES)  NORTHWEST OF PEARL CITY (AIR LINE), IN SECTION 31, T 27
 DG9211'N, R 6 E, ON PROPERTY OWNED BY  IVAN PIEPER. THIS STATION IS 4.8M
 DG9211'(15.7 FT) EAST OF THE EDGE OF PAVEMENT OF FLACK  ROAD, 0.3M (1 FT)
 DG9211'WEST OF AN ORANGE CARSONITE WITNESS SIGN, 1.6M (5.2 FT) NORTHEAST OF A
 DG9211'FENCE CORNER, 27M (88.5 FT) SOUTHEAST OF A FENCE CORNER AND 29.7M
 DG9211'(97.6 FT) NORTHEAST OF A  FENCE CORNER. MARK IS FLUSH WITH GROUND
 DG9211'LEVEL.
 DG9211' 
 DG9211'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 73 AND
 DG9211'GOLDMINE ROAD IN  PEARL CITY, GO WEST ON GOLDMINE ROAD 2.4 KM (1.5
 DG9211'MILES) TO FLACK ROAD, THEN TURN RIGHT  (NORTH) ON FLACK ROAD 2.6M (1.6
 DG9211'MILES) TO THE STATION ON THE RIGHT (EAST).
 DG9211' 
 DG9211'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9211'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9211'7.3 CM BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA.
 DG9211'PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET
 DG9211'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1189 ***********************************************************************
 NH1189  DESIGNATION -  BLAINE
 NH1189  PID         -  NH1189
 NH1189  STATE/COUNTY-  IL/BOONE
 NH1189  USGS QUAD   -  BELVIDERE NE (1970)
 NH1189
 NH1189                         *CURRENT SURVEY CONTROL
 NH1189  ___________________________________________________________________
 NH1189* NAD 83(1997)-  42 26 06.84094(N)    088 48 12.31582(W)     ADJUSTED  
 NH1189* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 NH1189  ___________________________________________________________________
 NH1189  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 NH1189  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NH1189
 NH1189  HORZ ORDER  -  THIRD
 NH1189
 NH1189.The horizontal coordinates were established by classical geodetic methods
 NH1189.and adjusted by the National Geodetic Survey in October 1999..
 NH1189
 NH1189.The orthometric height was scaled from a topographic map.
 NH1189
 NH1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1189
 NH1189.The geoid height was determined by GEOID03.
 NH1189
 NH1189;                    North         East     Units Scale Factor Converg.
 NH1189;SPC IL E     -   640,553.134   261,320.327   MT  0.99999340   -0 19 01.9
 NH1189;SPC IL E     - 2,101,548.07    857,348.44   sFT  0.99999340   -0 19 01.9
 NH1189;SPC WI S     -    49,058.196   698,462.901   MT  1.00007343   +0 49 19.8
 NH1189;SPC WI S     -   160,951.76  2,291,540.37   sFT  1.00007343   +0 49 19.8
 NH1189;UTM  16      - 4,699,677.025   351,664.800   MT  0.99987073   -1 13 01.5
 NH1189
 NH1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1189!SPC IL E     -   0.99995918  x   0.99999340  =   0.99995258
 NH1189!SPC WI S     -   0.99995918  x   1.00007343  =   1.00003260
 NH1189!UTM  16      -   0.99995918  x   0.99987073  =   0.99982991
 NH1189
 NH1189:                Primary Azimuth Mark                     Grid Az
 NH1189:SPC IL E     -  CHEMUNG DEAN MILK CO TANK                100 07 09.3
 NH1189:SPC WI S     -  CHEMUNG DEAN MILK CO TANK                098 58 47.6
 NH1189:UTM  16      -  CHEMUNG DEAN MILK CO TANK                101 01 08.9
 NH1189
 NH1189|---------------------------------------------------------------------|
 NH1189| PID    Reference Object                     Distance      Geod. Az  |
 NH1189|                                                           dddmmss.s |
 NH1189| NH1165 CHEMUNG DEAN MILK CO TANK           APPROX.11.4 KM 0994807.4 |
 NH1189| NH1169 CAPRON MUN WATER TOWER              APPROX. 6.6 KM 1274237.0 |
 NH1189| NH1167 CAPRON BOWMAN MILK CO STACK         APPROX. 6.7 KM 1293600.8 |
 NH1189| CI9049 BLAINE AZ MK                                       1823348.5 |
 NH1189| CI9050 BLAINE RM 1                          26.951 METERS 22729     |
 NH1189| CI9051 BLAINE RM 2                          26.162 METERS 31241     |
 NH1189|---------------------------------------------------------------------|
 NH1189
 NH1189                          SUPERSEDED SURVEY CONTROL
 NH1189
 NH1189  NAD 83(1997)-  42 26 06.84024(N)    088 48 12.31758(W) AD(       ) 3
 NH1189  NAD 83(1997)-  42 26 06.83886(N)    088 48 12.31786(W) AD(       ) 3
 NH1189  NAD 83(1986)-  42 26 06.83660(N)    088 48 12.32078(W) AD(       ) 3
 NH1189  NAD 27      -  42 26 06.77300(N)    088 48 11.94780(W) AD(       ) 3
 NH1189
 NH1189.Superseded values are not recommended for survey control.
 NH1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1189.See file dsdata.txt to determine how the superseded data were derived.
 NH1189
 NH1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5166599677(NAD 83)
 NH1189_MARKER: DS = TRIANGULATION STATION DISK
 NH1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1189
 NH1189  HISTORY     - Date     Condition        Report By
 NH1189  HISTORY     - 1954     MONUMENTED       CGS
 NH1189  HISTORY     - 1967     GOOD             CGS
 NH1189  HISTORY     - 19971217 GOOD             USPSQD
 NH1189
 NH1189                          STATION DESCRIPTION
 NH1189
 NH1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1189'STATION IS LOCATED ABOUT 5 MILES NORTH OF POPLAR GROVE AND 4
 NH1189'MILES NORTHWEST OF CAPRON ALONG THE EAST SIDE OF A GRAVEL ROAD AND
 NH1189'ON THE PROPERTY OF JULIAS THOMAS.  IT IS 38 FEET NORTH OF A 36
 NH1189'INCH MAPLE TREE, 36 FEET SOUTH OF THE CENTER OF A GRAVEL
 NH1189'DRIVEWAY, 31 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 7 FEET
 NH1189'SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE
 NH1189'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BLAINE 1954.
 NH1189'
 NH1189'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF THE GRAVEL
 NH1189'ROAD, 30 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A
 NH1189'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NH1189'STAMPED BLAINE NO 1 1954.
 NH1189'
 NH1189'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF A 12 INCH WALNUT
 NH1189'TREE, 32 FEET WEST OF CENTER OF THE GRAVEL ROAD AND 1 FOOT
 NH1189'EAST OF A FENCE LINE.   THE MARK PROJECTS 2 INCHES AND THE
 NH1189'DISK IS STAMPED BLAINE NO 2 1954.
 NH1189'
 NH1189'AZIMUTH MARK IS 79 FEET NORTH OF THE CENTER OF A PAVED ROAD,
 NH1189'31 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 8 FEET SOUTH
 NH1189'OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT
 NH1189'NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES
 NH1189'AND THE DISK IS STAMPED BLAINE 1954.
 NH1189'
 NH1189'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 NH1189'173 AND STATE STREET IN THE NORTH EDGE OF POPLAR GROVE GO
 NH1189'NORTH ON GRAVEL ROAD FOR 3.9 MILES TO A PAVED CROSSROAD, TURN
 NH1189'RIGHT AND GO EAST ON PAVED ROAD FOR 0.9 MILE TO A GRAVEL
 NH1189'CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE AS
 NH1189'DESCRIBED.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.4
 NH1189'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NH1189'
 NH1189'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1189
 NH1189                          STATION RECOVERY (1967)
 NH1189
 NH1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1189'STATION AND ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 NH1189'THE DESCRIPTION IS GOOD WITH BELOW DATA.
 NH1189'
 NH1189'STATION MARK IS 2 FEET EAST OF A METAL WITNESS POST.
 NH1189'
 NH1189'THE ROAD AT THE STATION IS LEROY GRANGE ROAD.
 NH1189'
 NH1189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NH1189'NORTH OF POPLAR GROVE
 NH1189
 NH1189                          STATION RECOVERY (1997)
 NH1189
 NH1189'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0885 ***********************************************************************
 NJ0885  DESIGNATION -  BLANDING
 NJ0885  PID         -  NJ0885
 NJ0885  STATE/COUNTY-  IL/JO DAVIESS
 NJ0885  USGS QUAD   -  BELLEVUE (1968)
 NJ0885
 NJ0885                         *CURRENT SURVEY CONTROL
 NJ0885  ___________________________________________________________________
 NJ0885* NAD 83(1997)-  42 16 14.64850(N)    090 22 39.43192(W)     ADJUSTED  
 NJ0885* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 NJ0885  ___________________________________________________________________
 NJ0885  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 NJ0885  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 NJ0885
 NJ0885  HORZ ORDER  -  SECOND
 NJ0885
 NJ0885.The horizontal coordinates were established by classical geodetic methods
 NJ0885.and adjusted by the National Geodetic Survey in October 1999..
 NJ0885
 NJ0885.The orthometric height was scaled from a topographic map.
 NJ0885
 NJ0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0885
 NJ0885.The geoid height was determined by GEOID03.
 NJ0885
 NJ0885;                    North         East     Units Scale Factor Converg.
 NJ0885;SPC IL W     -   622,174.576   682,597.658   MT  0.99994490   -0 08 30.8
 NJ0885;SPC IL W     - 2,041,251.09  2,239,489.15   sFT  0.99994490   -0 08 30.8
 NJ0885;SPC IA S     -   256,807.026   757,568.479   MT  1.00012303   +2 03 24.2
 NJ0885;SPC IA N     - 1,090,366.603 1,757,525.624   MT  0.99996922   +2 06 58.2
 NJ0885;UTM  15      - 4,683,166.574   716,263.566   MT  1.00017550   +1 45 52.5
 NJ0885
 NJ0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0885!SPC IL W     -   0.99996312  x   0.99994490  =   0.99990802
 NJ0885!SPC IA S     -   0.99996312  x   1.00012303  =   1.00008615
 NJ0885!SPC IA N     -   0.99996312  x   0.99996922  =   0.99993234
 NJ0885!UTM  15      -   0.99996312  x   1.00017550  =   1.00013861
 NJ0885
 NJ0885:                Primary Azimuth Mark                     Grid Az
 NJ0885:SPC IL W     -  TILL                                     239 26 04.2
 NJ0885:SPC IA S     -  TILL                                     237 14 09.2
 NJ0885:SPC IA N     -  TILL                                     237 10 35.2
 NJ0885:UTM  15      -  TILL                                     237 31 40.9
 NJ0885
 NJ0885|---------------------------------------------------------------------|
 NJ0885| PID    Reference Object                     Distance      Geod. Az  |
 NJ0885|                                                           dddmmss.s |
 NJ0885| NJ0896 TILL                                APPROX.13.2 KM 2391733.4 |
 NJ0885|---------------------------------------------------------------------|
 NJ0885
 NJ0885                          SUPERSEDED SURVEY CONTROL
 NJ0885
 NJ0885  NAD 83(1997)-  42 16 14.64850(N)    090 22 39.43192(W) AD(       ) 2
 NJ0885  NAD 83(1997)-  42 16 14.65318(N)    090 22 39.43824(W) AD(       ) 2
 NJ0885  NAD 83(1997)-  42 16 14.65399(N)    090 22 39.43241(W) AD(       ) 2
 NJ0885  NAD 83(1986)-  42 16 14.65404(N)    090 22 39.43295(W) AD(       ) 2
 NJ0885  NAD 27      -  42 16 14.60000(N)    090 22 38.96700(W) AD(       ) 2
 NJ0885
 NJ0885.Superseded values are not recommended for survey control.
 NJ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0885.See file dsdata.txt to determine how the superseded data were derived.
 NJ0885
 NJ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1626483167(NAD 83)
 NJ0885_MARKER: P = PIPE CAP
 NJ0885_SETTING: 0 = UNSPECIFIED SETTING
 NJ0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0885
 NJ0885  HISTORY     - Date     Condition        Report By
 NJ0885  HISTORY     - 1931     MONUMENTED       MORC
 NJ0885  HISTORY     - 19970103 MARK NOT FOUND   USPSQD
 NJ0885
 NJ0885                          STATION DESCRIPTION
 NJ0885
 NJ0885'DESCRIBED BY MISSOURI RIVER COMMISSION 1931 (HWH)
 NJ0885'STATION ON ILLINOIS SIDE, ON TOP OF A PROMINENT BLUFF, ABOUT
 NJ0885'40 METERS WEST-NORTHWEST OF AN OLD LOOKOUT STATION, 1/2 MILE
 NJ0885'BELOW RAILROAD STATION AT BLANDING, AND 1/4 MILE ABOVE POINT
 NJ0885'WHERE ROAD CROSSES RAILROAD TRACKS.
 NJ0885'
 NJ0885'TO REACH FROM BLANDING, GO SOUTH ON ROAD PARALLELING RAILROAD
 NJ0885'TO POINT WHERE THE ROAD CROSSES THE TRACKS.  THE STATION IS
 NJ0885'ON TOP OF BLUFF, TO WEST.  OLD LOOKOUT STATION CAN BE SEEN
 NJ0885'FROM ROAD AND STATION IS JUST WEST OF IT.
 NJ0885'
 NJ0885'MARK IS AN IRON PIPE, CAPPED, IN GOOD CONDITION, AND PROTRUDES
 NJ0885'ONE FOOT ABOVE SURFACE OF GROUND.
 NJ0885'
 NJ0885'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 NJ0885
 NJ0885                          STATION RECOVERY (1997)
 NJ0885
 NJ0885'RECOVERY NOTE BY US POWER SQUADRON 1997
 NJ0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2954 ***********************************************************************
 AJ2954  DESIGNATION -  BLISSDALE
 AJ2954  PID         -  AJ2954
 AJ2954  STATE/COUNTY-  IL/MCHENRY
 AJ2954  USGS QUAD   -  RILEY (1978)
 AJ2954
 AJ2954                         *CURRENT SURVEY CONTROL
 AJ2954  ___________________________________________________________________
 AJ2954* NAD 83(1997)-  42 13 45.94717(N)    088 39 25.35048(W)     ADJUSTED  
 AJ2954* NAVD 88     -       240.8    (meters)     790.     (feet)  GPS OBS   
 AJ2954  ___________________________________________________________________
 AJ2954  X           -     110,857.981 (meters)                     COMP
 AJ2954  Y           -  -4,728,763.136 (meters)                     COMP
 AJ2954  Z           -   4,264,647.248 (meters)                     COMP
 AJ2954  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AJ2954  ELLIP HEIGHT-         207.23  (meters)          (02/03/05) GPS OBS
 AJ2954  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2954
 AJ2954  HORZ ORDER  -  FIRST
 AJ2954  ELLP ORDER  -  FOURTH    CLASS II
 AJ2954
 AJ2954.The horizontal coordinates were established by GPS observations
 AJ2954.and adjusted by the National Geodetic Survey in April 2001..
 AJ2954
 AJ2954.The orthometric height was determined by GPS observations and a
 AJ2954.high-resolution geoid model.
 AJ2954
 AJ2954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2954
 AJ2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2954
 AJ2954.The ellipsoidal height was determined by GPS observations
 AJ2954.and is referenced to NAD 83.
 AJ2954
 AJ2954.The geoid height was determined by GEOID03.
 AJ2954
 AJ2954;                    North         East     Units Scale Factor Converg.
 AJ2954;SPC IL E     -   617,636.737   273,277.716   MT  0.99998378   -0 13 03.2
 AJ2954;SPC IL E     - 2,026,363.19    896,578.64   sFT  0.99998378   -0 13 03.2
 AJ2954;UTM  16      - 4,676,579.214   363,259.923   MT  0.99983006   -1 06 49.9
 AJ2954
 AJ2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2954!SPC IL E     -   0.99996750  x   0.99998378  =   0.99995128
 AJ2954!UTM  16      -   0.99996750  x   0.99983006  =   0.99979757
 AJ2954
 AJ2954                          SUPERSEDED SURVEY CONTROL
 AJ2954
 AJ2954  ELLIP H (04/24/01)  207.28   (m)                       GP(       ) 4 1
 AJ2954
 AJ2954.Superseded values are not recommended for survey control.
 AJ2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2954.See file dsdata.txt to determine how the superseded data were derived.
 AJ2954
 AJ2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6326076579(NAD 83)
 AJ2954_MARKER: I = METAL ROD
 AJ2954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2954_STAMPING: BLISSDALE
 AJ2954_MARK LOGO: IL-111
 AJ2954_PROJECTION: FLUSH
 AJ2954_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2954+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 AJ2954_ROD/PIPE-DEPTH:  9.8 meters
 AJ2954_SLEEVE-DEPTH  :  0.9 meters
 AJ2954
 AJ2954  HISTORY     - Date     Condition        Report By
 AJ2954  HISTORY     - 20000727 MONUMENTED       SECI
 AJ2954
 AJ2954                          STATION DESCRIPTION
 AJ2954
 AJ2954'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2954'STATION IS LOCATED APPROXIMATELY 3.3 MI SOUTHWEST OF MARENGO, 5.9
 AJ2954'MI WEST OF UNION IN SECTION 24, T43N, R5E.  TO REACH FROM THE
 AJ2954'JUNCTION OF US RT 20 AND JOHNSON RD PROCEED SOUTH ON JOHNSON RD
 AJ2954'0.8 MI TO THE INTERSECTION OF JOHNSON RD AND BLISSDALE RD, THEN
 AJ2954'PROCEED WEST THEN SOUTH ON BLISSDALE RD 1.2 MI TO THE STATION
 AJ2954'LOCATED 22.4 FT WEST OF CENTERLINE OF BLISSDALE RD.  STATION IS
 AJ2954'LOCATED 0.65 MI NORTH OF JACKSON RD, 0.6 MI SOUTH OF ADDRESS 6216,
 AJ2954'13.4 FT SOUTH OF CENTERLINE OF AGGREGATE FIELD ENTRANCE, 213 FT
 AJ2954'SOUTHWEST OF POWERPOLE (PP), 56.5 FT SOUTHWEST OF PP, 149 FT
 AJ2954'NORTHWEST OF PP, AND 2 FT EAST OF ORANGE FIBERGLASS WITNESS POST.
 AJ2954'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2954'POINT IS 0.4 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2954'(WB)
 AJ2954' 
 AJ2954' 
 AJ2954'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4353 ***********************************************************************
 DF4353  DESIGNATION -  BLOOM MAINT YD
 DF4353  PID         -  DF4353
 DF4353  STATE/COUNTY-  IL/MCLEAN
 DF4353  USGS QUAD   -  BLOOMINGTON WEST (1981)
 DF4353
 DF4353                         *CURRENT SURVEY CONTROL
 DF4353  ___________________________________________________________________
 DF4353* NAD 83(1997)-  40 26 47.67723(N)    089 01 01.03104(W)     ADJUSTED  
 DF4353* NAVD 88     -       248.1    (meters)     814.     (feet)  GPS OBS   
 DF4353  ___________________________________________________________________
 DF4353  X           -      83,395.485 (meters)                     COMP
 DF4353  Y           -  -4,860,134.634 (meters)                     COMP
 DF4353  Z           -   4,115,987.273 (meters)                     COMP
 DF4353  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 DF4353  ELLIP HEIGHT-         216.00  (meters)          (02/03/05) GPS OBS
 DF4353  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DF4353
 DF4353  HORZ ORDER  -  FIRST
 DF4353  ELLP ORDER  -  FOURTH    CLASS II
 DF4353
 DF4353.The horizontal coordinates were established by GPS observations
 DF4353.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4353
 DF4353.The orthometric height was determined by GPS observations and a
 DF4353.high-resolution geoid model.
 DF4353
 DF4353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4353
 DF4353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4353
 DF4353.The ellipsoidal height was determined by GPS observations
 DF4353.and is referenced to NAD 83.
 DF4353
 DF4353.The geoid height was determined by GEOID03.
 DF4353
 DF4353;                    North         East     Units Scale Factor Converg.
 DF4353;SPC IL E     -   419,810.957   242,006.370   MT  1.00001638   -0 26 36.6
 DF4353;SPC IL E     - 1,377,329.78    793,982.57   sFT  1.00001638   -0 26 36.6
 DF4353;UTM  16      - 4,479,278.354   328,954.626   MT  0.99996014   -1 18 31.7
 DF4353
 DF4353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4353!SPC IL E     -   0.99996612  x   1.00001638  =   0.99998250
 DF4353!UTM  16      -   0.99996612  x   0.99996014  =   0.99992626
 DF4353
 DF4353:                Primary Azimuth Mark                     Grid Az
 DF4353:SPC IL E     -  SUNNY                                    031 27 47.7
 DF4353:UTM  16      -  SUNNY                                    032 19 42.8
 DF4353
 DF4353|---------------------------------------------------------------------|
 DF4353| PID    Reference Object                     Distance      Geod. Az  |
 DF4353|                                                           dddmmss.s |
 DF4353| LC1010 SUNNY                               447.608 METERS 0310111.1 |
 DF4353|---------------------------------------------------------------------|
 DF4353
 DF4353                          SUPERSEDED SURVEY CONTROL
 DF4353
 DF4353  ELLIP H (03/04/03)  215.98   (m)                       GP(       ) 4 2
 DF4353
 DF4353.Superseded values are not recommended for survey control.
 DF4353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4353.See file dsdata.txt to determine how the superseded data were derived.
 DF4353
 DF4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2895579278(NAD 83)
 DF4353_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4353_STAMPING: BLOOM 1996
 DF4353_MARK LOGO: ILDT  
 DF4353_PROJECTION: FLUSH
 DF4353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4353+STABILITY: SURFACE MOTION
 DF4353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4353+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 DF4353
 DF4353  HISTORY     - Date     Condition        Report By
 DF4353  HISTORY     - 1996     MONUMENTED       ILDT
 DF4353  HISTORY     - 200205   GOOD             ASCPC
 DF4353
 DF4353                          STATION DESCRIPTION
 DF4353
 DF4353'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2002
 DF4353'FROM THE INTERSECTION OF CABIN TOWN ROAD AND VETERAN'S PARKWAY ON THE
 DF4353'SOUTHWEST
 DF4353'SIDE OF BLOOMINGTON, GO SOUTHWEST ON CABIN TOWN ROAD .05 MILES TO A
 DF4353'DRIVE TO THE
 DF4353'SOUTHEAST THEN PROCEED SOUTHEAST THROUGH THE GATE FOR IDOT YARD .125
 DF4353'MILES TO THE
 DF4353'STATION ON THE LEFT, 35.00 FEET WEST FROM THE EAST RIGHT-OF-WAY FENCE
 DF4353'AND 38.00 FEET
 DF4353'SOUTHEAST FROM FLAGPOLE, NORTHEASTERLY FROM SALT DOME.
 DF4353'*STAMPED- ILLINOIS DEPARTMENT OF TRANSPORTATION BLOOM 1996
 DF4353' 
 DF4353' 
 DF4353' 
 DF4353' 
 DF4353' 
 DF4353'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0245 ***********************************************************************
 KC0245  DESIGNATION -  BLOOMFIELD
 KC0245  PID         -  KC0245
 KC0245  STATE/COUNTY-  IL/SCOTT
 KC0245  USGS QUAD   -  FLORENCE (1980)
 KC0245
 KC0245                         *CURRENT SURVEY CONTROL
 KC0245  ___________________________________________________________________
 KC0245* NAD 83(1986)-  39 39 49.     (N)    090 34 30.     (W)     SCALED    
 KC0245* NAVD 88     -       138.209  (meters)     453.44   (feet)  ADJUSTED  
 KC0245  ___________________________________________________________________
 KC0245  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0245  DYNAMIC HT  -         138.134 (meters)     453.19  (feet)  COMP
 KC0245  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KC0245
 KC0245  VERT ORDER  -  FIRST     CLASS II
 KC0245
 KC0245.The horizontal coordinates were scaled from a topographic map and have
 KC0245.an estimated accuracy of +/- 6 seconds.
 KC0245
 KC0245.The orthometric height was determined by differential leveling
 KC0245.and adjusted by the National Geodetic Survey in June 1991..
 KC0245
 KC0245.The geoid height was determined by GEOID03.
 KC0245
 KC0245.The dynamic height is computed by dividing the NAVD 88
 KC0245.geopotential number by the normal gravity value computed on the
 KC0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0245.degrees latitude (g = 980.6199 gals.).
 KC0245
 KC0245.The modeled gravity was interpolated from observed gravity values.
 KC0245
 KC0245;                    North         East    Units  Estimated Accuracy
 KC0245;SPC IL W     -   332,720.      664,960.      MT  (+/- 180 meters Scaled)
 KC0245
 KC0245                          SUPERSEDED SURVEY CONTROL
 KC0245
 KC0245  NGVD 29 (??/??/92)  138.331  (m)          453.84   (f) ADJ UNCH    1 2
 KC0245
 KC0245.Superseded values are not recommended for survey control.
 KC0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0245.See file dsdata.txt to determine how the superseded data were derived.
 KC0245
 KC0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD080932(NAD 83)
 KC0245_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 KC0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KC0245_STAMPING: 393950 903429
 KC0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0245
 KC0245  HISTORY     - Date     Condition        Report By
 KC0245  HISTORY     - 1903     MONUMENTED       CGS
 KC0245  HISTORY     - 1961     GOOD             NGS
 KC0245  HISTORY     - 1971     GOOD             ILDT
 KC0245  HISTORY     - 1975     GOOD             LOCENG
 KC0245
 KC0245                          STATION DESCRIPTION
 KC0245
 KC0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (USE)
 KC0245'STATION IS MARKED BY STONE AND PIPE, SIUTATED ON CREST OF SANDY
 KC0245'RIDGE, 1-1/2 MILES NW OF BLOOMFILED, ABOUT 450 FEET S OF FARMHOUSE
 KC0245'OWNED BY PAT JOURDAN, 3 FEET W OF THE W SIDE OF N AND S HIGHWAY,
 KC0245'AND 105 FEET N OF THE JUNCTION OF AFORESAID HIGHWAY WITH THE
 KC0245'HIGHWAY LEADING E, 1,284 FEET E, AND 1,215 FEET S OF THE NW
 KC0245'CORNER OF SEC. 17, T 14 N, R 13 W, BLOOMFIELD TOWNSHIP.  A
 KC0245'15-FOOT TOWER BUILT.
 KC0245
 KC0245                          STATION RECOVERY (1961)
 KC0245
 KC0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KC0245'7.9 MI S FROM BLUFFS.
 KC0245'ABOUT 7.9 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0245'OF THE WABASH RAILROAD AT BLUFFS, 1.0 MILE NORTH OF A BRIDGE
 KC0245'OVER WALNUT CREEK, NEAR THE T JUNCTION OF A NARROW GRADED ROAD
 KC0245'LEADING EAST, NEAR A ONE-STORY WHITE FRAME HOUSE, 35 1/2 FEET
 KC0245'WEST OF THE CENTER LINE OF THE HIGHWAY, 22 1/2 FEET SOUTHEAST
 KC0245'OF THE NORTHEAST CORNER OF THE HOUSE, 24 FEET NORTH OF A POWER
 KC0245'LINE POLE, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AN ILLINOIS
 KC0245'RIVER SURVEY CAP ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 6
 KC0245'INCHES ABOVE THE LEVEL OF THE GROUND.
 KC0245
 KC0245                          STATION RECOVERY (1971)
 KC0245
 KC0245'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1971 (JKK)
 KC0245'393950 903429 RECOVERED GOOD.
 KC0245'
 KC0245'DISTANCE AND DIRECTION FROM NEAREST TOWN--7.9 MILES SOUTH OF
 KC0245'BLUFFS.
 KC0245
 KC0245                          STATION RECOVERY (1975)
 KC0245
 KC0245'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TAO)
 KC0245'LAT 39 39 50 LONG 90 34 29 SEE ATTACHED.
 KC0245'
 KC0245'TO REACH FROM JUNCTION OF HIGHWAYS 36 AND 100 ABOUT 6-1/2 MILES
 KC0245'EAST OF WINCHESTER, TRAVEL NORTH ON 100 FOR ABOUT 2-1/4 MILES.
 KC0245'THERE IS A SMALL WHITE COTTAGE ON THE LEFT SIDE OF THE ROAD
 KC0245'SURROUNDED BY TREES.  IT IS OPPOSITE A GRAVEL ROAD WHICH JOINS
 KC0245'ROUTE 100 ON THE RIGHT.  STATION IS ON LAWN ON ROAD SIDE OF
 KC0245'COTTAGE.  NO PRECISE MEASUREMENTS TAKEN.
 KC0245'
 KC0245'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES NW OF
 KC0245'WINCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1291 ***********************************************************************
 MF1291  DESIGNATION -  BLOOMINGDALE RAD STA WMAQ MAST
 MF1291  PID         -  MF1291
 MF1291  STATE/COUNTY-  IL/DU PAGE
 MF1291  USGS QUAD   -  LOMBARD (1993)
 MF1291
 MF1291                         *CURRENT SURVEY CONTROL
 MF1291  ___________________________________________________________________
 MF1291* NAD 83(1997)-  41 56 02.83840(N)    088 04 22.62665(W)     ADJUSTED  
 MF1291* NAVD 88     -                                                        
 MF1291  ___________________________________________________________________
 MF1291  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 MF1291  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MF1291
 MF1291  HORZ ORDER  -  THIRD
 MF1291
 MF1291.The horizontal coordinates were established by classical geodetic methods
 MF1291.and adjusted by the National Geodetic Survey in October 1999..
 MF1291
 MF1291
 MF1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1291
 MF1291.The geoid height was determined by GEOID03.
 MF1291
 MF1291;                    North         East     Units Scale Factor Converg.
 MF1291;SPC IL E     -   584,818.315   321,594.509   MT  0.99998074   +0 10 26.4
 MF1291;SPC IL E     - 1,918,691.42  1,055,097.98   sFT  0.99998074   +0 10 26.4
 MF1291;UTM  16      - 4,643,018.509   411,048.521   MT  0.99969736   -0 43 01.5
 MF1291
 MF1291                          SUPERSEDED SURVEY CONTROL
 MF1291
 MF1291  NAD 83(1997)-  41 56 02.83860(N)    088 04 22.62762(W) AD(       ) 4
 MF1291  NAD 83(1986)-  41 56 02.84243(N)    088 04 22.63885(W) AD(       ) 4
 MF1291  NAD 27      -  41 56 02.73800(N)    088 04 22.39100(W) AD(       ) 3
 MF1291
 MF1291.Superseded values are not recommended for survey control.
 MF1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1291.See file dsdata.txt to determine how the superseded data were derived.
 MF1291
 MF1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1104943019(NAD 83)
 MF1291_MARKER: 42 = RADIO/TV MAST
 MF1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1291+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 MF1291
 MF1291  HISTORY     - Date     Condition        Report By
 MF1291  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1291  HISTORY     - 19930210 GOOD             USPSQD
 MF1291  HISTORY     - 20031027 GOOD             USPSQD
 MF1291  HISTORY     - 20060121 GOOD             USPSQD
 MF1291
 MF1291                          STATION DESCRIPTION
 MF1291
 MF1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1291'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 MF1291'STATION WMAQ LOCATED 0.3 MILE SOUTHEAST OF THE INTERSECTION
 MF1291'OF BLOOMINGDALE ROAD AND ARMY TRAIL ROAD ABOUT 2-1/2 MILES
 MF1291'EAST OF CLOVERDALE AND ABOUT 1-1/2 MILES SOUTH OF BLOOMINGDALE.
 MF1291'IT IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY
 MF1291'GUY WIRES AND IS PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 MF1291'WHITE.  THE HEIGHT IS 748 FEET.
 MF1291'
 MF1291'TO REACH THE STATION FROM THE JUNCTION OF GARY AVENUE AND
 MF1291'ARMY TRAIL ROAD IN CLOVERDALE, GO EAST ON ARMY TRAIL ROAD
 MF1291'FOR 2.1 MILE TO THE JUNCTION OF BLOOMINGDALE ROAD.  CONTINUE
 MF1291'EAST ON BLOOMINGDALE ROAD FOR 0.3 MILE TO A DRIVEWAY RIGHT
 MF1291'AND THE MAST ON THE RIGHT.
 MF1291
 MF1291                          STATION RECOVERY (1993)
 MF1291
 MF1291'RECOVERY NOTE BY US POWER SQUADRON 1993
 MF1291'RECOVERED IN GOOD CONDITION.
 MF1291
 MF1291                          STATION RECOVERY (2003)
 MF1291
 MF1291'RECOVERY NOTE BY US POWER SQUADRON 2003 (VMR)
 MF1291' 
 MF1291'STATION DESCRIPTION AND DIRECTIONS ARE GOOD.
 MF1291' 
 MF1291' 
 MF1291' 
 MF1291' 
 MF1291' 
 MF1291
 MF1291                          STATION RECOVERY (2006)
 MF1291
 MF1291'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1549 ***********************************************************************
 LC1549  DESIGNATION -  BLOOMINGTON
 LC1549  PID         -  LC1549
 LC1549  STATE/COUNTY-  IL/MCLEAN
 LC1549  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC1549
 LC1549                         *CURRENT SURVEY CONTROL
 LC1549  ___________________________________________________________________
 LC1549* NAD 83(1997)-  40 26 42.46502(N)    088 58 43.91939(W)     ADJUSTED  
 LC1549* NAVD 88     -       263.897  (meters)     865.80   (feet)  ADJUSTED  
 LC1549  ___________________________________________________________________
 LC1549  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 LC1549  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1549  DYNAMIC HT  -         263.773 (meters)     865.40  (feet)  COMP
 LC1549  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 LC1549
 LC1549  HORZ ORDER  -  SECOND
 LC1549  VERT ORDER  -  FIRST     CLASS II
 LC1549
 LC1549.The horizontal coordinates were established by classical geodetic methods
 LC1549.and adjusted by the National Geodetic Survey in October 1999..
 LC1549
 LC1549.The orthometric height was determined by differential leveling
 LC1549.and adjusted by the National Geodetic Survey in June 1991..
 LC1549
 LC1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1549
 LC1549.The geoid height was determined by GEOID03.
 LC1549
 LC1549.The dynamic height is computed by dividing the NAVD 88
 LC1549.geopotential number by the normal gravity value computed on the
 LC1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1549.degrees latitude (g = 980.6199 gals.).
 LC1549
 LC1549.The modeled gravity was interpolated from observed gravity values.
 LC1549
 LC1549;                    North         East     Units Scale Factor Converg.
 LC1549;SPC IL E     -   419,625.873   245,236.222   MT  1.00001190   -0 25 07.6
 LC1549;SPC IL E     - 1,376,722.55    804,579.17   sFT  1.00001190   -0 25 07.6
 LC1549;UTM  16      - 4,479,044.531   332,181.119   MT  0.99994668   -1 17 02.5
 LC1549
 LC1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1549!SPC IL E     -   0.99996363  x   1.00001190  =   0.99997553
 LC1549!UTM  16      -   0.99996363  x   0.99994668  =   0.99991031
 LC1549
 LC1549|---------------------------------------------------------------------|
 LC1549| PID    Reference Object                     Distance      Geod. Az  |
 LC1549|                                                           dddmmss.s |
 LC1549| LC0437 BLOOMINGTON RM                       19.060 METERS 01810     |
 LC1549| LC0680 KERRICK RESET                       APPROX.10.7 KM 3561552.7 |
 LC1549|---------------------------------------------------------------------|
 LC1549
 LC1549                          SUPERSEDED SURVEY CONTROL
 LC1549
 LC1549  NAD 83(1986)-  40 26 42.47805(N)    088 58 43.91847(W) AD(       ) 2
 LC1549  NAD 27      -  40 26 42.34460(N)    088 58 43.64000(W) AD(       ) 2
 LC1549  NGVD 29 (??/??/92)  263.95   (m)          866.0    (f) COMPUTED    1 2
 LC1549
 LC1549.Superseded values are not recommended for survey control.
 LC1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1549.See file dsdata.txt to determine how the superseded data were derived.
 LC1549
 LC1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3218179045(NAD 83)
 LC1549_MARKER: DS = TRIANGULATION STATION DISK
 LC1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1549
 LC1549  HISTORY     - Date     Condition        Report By
 LC1549  HISTORY     - 1921     MONUMENTED       CGS
 LC1549  HISTORY     - 1951     GOOD             USGS
 LC1549  HISTORY     - 1959     GOOD             CGS
 LC1549
 LC1549                          STATION DESCRIPTION
 LC1549
 LC1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 LC1549'STATION IS LOCATED ABOUT 2 MILES S OF BLOOMINGTON, ON THE
 LC1549'E SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACK, 1/2 MILE S
 LC1549'OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY
 LC1549'CROSSING, 120 YARDS N OF A ROAD CROSSING, AND 6.73 METERS
 LC1549'(22.08 FEET) E OF THE E AND NEAREST RAIL.  THE SURFACE,
 LC1549'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LC1549'CONCRETE.  THE
 LC1549'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK NEAR THE
 LC1549'FENCE LINE, 19.06 METERS (62.53 FEET) FROM THE STATION,
 LC1549'N 18 DEG 10 MIN E.  THE ELEVATION OF THE STATION
 LC1549'MARK IS 264.184 METERS (866.744 FEET) AND OF THE REFERENCE
 LC1549'MARK 263.726 METERS (865.241 FEET).
 LC1549
 LC1549                          STATION RECOVERY (1951)
 LC1549
 LC1549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LC1549'STATION IS STILL INTACT BUT IT IS COVERED UP WITH DIRT GRADINGS
 LC1549'FROM THE RAILROAD.  NO EFFORT WAS MADE TO UNCOVER IT.  THE
 LC1549'REFERENCE MARK WAS FOUND INTACT.  DATUM FOR MAPPING WAS
 LC1549'TAKEN FROM THE REFERENCE MARK.  ELEVATION OF REFERENCE MARK
 LC1549'IS 864.690.
 LC1549
 LC1549                          STATION RECOVERY (1959)
 LC1549
 LC1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 LC1549'STATION AND UNDERGROUND MARKS SEARCHED FOR BY THE MEASUREMENTS
 LC1549'GIVEN FROM THE 1920 DESCRIPTION AND WAS NOT RECOVERED.
 LC1549'
 LC1549'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LC1549'
 LC1549'TO REACH FROM THE SOUTH EDGE OF BLOOMINGTON WHERE U.S. HIGHWAY
 LC1549'66 CROSSES OVER U.S. HIGHWAY 51, GO SOUTH ON U.S. HIGHWAY
 LC1549'51 FOR 1.0 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR
 LC1549'0.65 MILE TO RAILROAD CROSSING.  FROM HERE THE REFERENCE
 LC1549'MARK IS NORTH 140 YARDS, 45.7 FEET N OF THE 4TH TELEPHONE
 LC1549'POLE NORTH OF THE ROAD, 1.3 FEET W OF THE EAST RIGHT-OF-WAY
 LC1549'FENCE, 1.3 FEET NORTH OF A 4 X 4-INCH WITNESS POST, AND IS
 LC1549'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1821 ***********************************************************************
 LC1821  DESIGNATION -  BLOOMINGTON CO NURSING HOME TK
 LC1821  PID         -  LC1821
 LC1821  STATE/COUNTY-  IL/MCLEAN
 LC1821  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC1821
 LC1821                         *CURRENT SURVEY CONTROL
 LC1821  ___________________________________________________________________
 LC1821* NAD 83(1997)-  40 24 50.26460(N)    088 59 52.25840(W)     ADJUSTED  
 LC1821* NAVD 88     -                                                        
 LC1821  ___________________________________________________________________
 LC1821  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 LC1821  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC1821
 LC1821  HORZ ORDER  -  THIRD
 LC1821
 LC1821.The horizontal coordinates were established by classical geodetic methods
 LC1821.and adjusted by the National Geodetic Survey in October 1999..
 LC1821
 LC1821
 LC1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1821
 LC1821.The geoid height was determined by GEOID03.
 LC1821
 LC1821;                    North         East     Units Scale Factor Converg.
 LC1821;SPC IL E     -   416,177.016   243,599.752   MT  1.00001414   -0 25 51.0
 LC1821;SPC IL E     - 1,365,407.43    799,210.19   sFT  1.00001414   -0 25 51.0
 LC1821;UTM  16      - 4,475,620.986   330,492.877   MT  0.99995369   -1 17 43.9
 LC1821
 LC1821                          SUPERSEDED SURVEY CONTROL
 LC1821
 LC1821  NAD 83(1986)-  40 24 50.27586(N)    088 59 52.25763(W) AD(       ) 4
 LC1821  NAD 27      -  40 24 50.14500(N)    088 59 51.97700(W) AD(       ) 3
 LC1821
 LC1821.Superseded values are not recommended for survey control.
 LC1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1821.See file dsdata.txt to determine how the superseded data were derived.
 LC1821
 LC1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3049375621(NAD 83)
 LC1821_MARKER: 53 = ELEVATED TANK
 LC1821
 LC1821  HISTORY     - Date     Condition        Report By
 LC1821  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1821  HISTORY     - 1959     GOOD             CGS
 LC1821
 LC1821                          STATION DESCRIPTION
 LC1821
 LC1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1821'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE CENTER
 LC1821'OF BLOOMINGTON, 3-1/2 MILES EAST OF SHIRLEY AND 1/2 MILE WEST
 LC1821'OF U.S. HIGHWAY NO. 51.
 LC1821'
 LC1821'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 51 AND 66
 LC1821'IN THE SOUTH EDGE OF BLOOMINGTON, GO SOUTHERLY ON HIGHWAY
 LC1821'51 FOR 3.25 MILES TO THE ENTRANCE TO THE MC LEAN COUNTY
 LC1821'NURSING HOME ON THE RIGHT.  TURN RIGHT (WEST) FOR 0.5 MILE
 LC1821'FOLLOWING AROUND THE NORTH SIDE OF NURSING HOME BUILDINGS TO
 LC1821'THE TANK ABOUT 200 FEET FROM THE BUILDINGS.
 LC1821'
 LC1821'THE POINT INTERSECTED WAS THE BALL ON TOP OF TANK.
 LC1821'
 LC1821'THE TANK IS APPROXIMATELY 125 FEET HIGH, PAINTED SILVER AND
 LC1821'IS SUPPORTED BY FOUR LEGS.
 LC1821
 LC1821                          STATION RECOVERY (1959)
 LC1821
 LC1821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1821'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION AND
 LC1821'TO REACH ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1819 ***********************************************************************
 LC1819  DESIGNATION -  BLOOMINGTON ILL PWR W MICROWAV
 LC1819  PID         -  LC1819
 LC1819  STATE/COUNTY-  IL/MCLEAN
 LC1819  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC1819
 LC1819                         *CURRENT SURVEY CONTROL
 LC1819  ___________________________________________________________________
 LC1819* NAD 83(1997)-  40 27 38.53670(N)    088 59 13.11242(W)     ADJUSTED  
 LC1819* NAVD 88     -                                                        
 LC1819  ___________________________________________________________________
 LC1819  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LC1819  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC1819
 LC1819  HORZ ORDER  -  THIRD
 LC1819
 LC1819.The horizontal coordinates were established by classical geodetic methods
 LC1819.and adjusted by the National Geodetic Survey in October 1999..
 LC1819
 LC1819
 LC1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1819
 LC1819.The geoid height was determined by GEOID03.
 LC1819
 LC1819;                    North         East     Units Scale Factor Converg.
 LC1819;SPC IL E     -   421,360.460   244,561.078   MT  1.00001282   -0 25 27.0
 LC1819;SPC IL E     - 1,382,413.44    802,364.14   sFT  1.00001282   -0 25 27.0
 LC1819;UTM  16      - 4,480,789.004   331,532.292   MT  0.99994936   -1 17 22.9
 LC1819
 LC1819                          SUPERSEDED SURVEY CONTROL
 LC1819
 LC1819  NAD 83(1986)-  40 27 38.54829(N)    088 59 13.11183(W) AD(       ) 4
 LC1819  NAD 27      -  40 27 38.41800(N)    088 59 12.83600(W) AD(       ) 3
 LC1819
 LC1819.Superseded values are not recommended for survey control.
 LC1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1819.See file dsdata.txt to determine how the superseded data were derived.
 LC1819
 LC1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3153280789(NAD 83)
 LC1819_MARKER: 44 = MICROWAVE MAST
 LC1819
 LC1819  HISTORY     - Date     Condition        Report By
 LC1819  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1819  HISTORY     - 1965     GOOD             CGS
 LC1819  HISTORY     - 1969     GOOD             CGS
 LC1819  HISTORY     - 1973     GOOD             NGS
 LC1819  HISTORY     - 1977     GOOD             NGS
 LC1819
 LC1819                          STATION DESCRIPTION
 LC1819
 LC1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1819'THE STATION IS LOCATED IN THE SOUTH-CENTRAL PART OF BLOOMINGTON
 LC1819'ON E. LA FAYETTE STREET.
 LC1819'
 LC1819'THE POINT INTERSECTED IS THE RED FLASHING LIGHT ON THE TOP OF
 LC1819'THE WEST ONE OF 2 MASTS.  THE MASTS ARE PAINTED RED AND WHITE
 LC1819'AND ARE ABOUT 200 FEET HIGH.  THE MASTS ARE ABOUT 30 FEET APART
 LC1819'WITH THE REFLECTORS MOUNTED BETWEEN THEM.  THERE IS NO LIGHT ON
 LC1819'THE EAST MAST.
 LC1819
 LC1819                          STATION RECOVERY (1965)
 LC1819
 LC1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 LC1819'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 LC1819'IS ACCURATE EXCEPT THE CONNECTED MASTS ARE MORE NEARLY 15 FEET
 LC1819'APART RATHER THAN 30.
 LC1819
 LC1819                          STATION RECOVERY (1969)
 LC1819
 LC1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 LC1819'RECOVERED AS DESCRIBED.
 LC1819
 LC1819                          STATION RECOVERY (1973)
 LC1819
 LC1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 LC1819'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LC1819
 LC1819                          STATION RECOVERY (1977)
 LC1819
 LC1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 LC1819'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC1819'
 LC1819'AIRLINE DISTANCE DIRECTION FROM NEAREST TOWN--IN SOUTH-CENTRAL
 LC1819'BLOOMINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1905 ***********************************************************************
 LC1905  DESIGNATION -  BLOOMINGTON RAD STA WJBC MAST
 LC1905  PID         -  LC1905
 LC1905  STATE/COUNTY-  IL/MCLEAN
 LC1905  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1905
 LC1905                         *CURRENT SURVEY CONTROL
 LC1905  ___________________________________________________________________
 LC1905* NAD 83(1997)-  40 27 01.58452(N)    089 00 42.28778(W)     ADJUSTED  
 LC1905* NAVD 88     -                                                        
 LC1905  ___________________________________________________________________
 LC1905  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 LC1905  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC1905
 LC1905  HORZ ORDER  -  THIRD
 LC1905
 LC1905.The horizontal coordinates were established by classical geodetic methods
 LC1905.and adjusted by the National Geodetic Survey in October 1999..
 LC1905
 LC1905
 LC1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1905
 LC1905.The geoid height was determined by GEOID03.
 LC1905
 LC1905;                    North         East     Units Scale Factor Converg.
 LC1905;SPC IL E     -   420,236.520   242,451.349   MT  1.00001575   -0 26 24.6
 LC1905;SPC IL E     - 1,378,725.98    795,442.47   sFT  1.00001575   -0 26 24.6
 LC1905;UTM  16      - 4,479,697.125   329,405.956   MT  0.99995824   -1 18 19.9
 LC1905
 LC1905                          SUPERSEDED SURVEY CONTROL
 LC1905
 LC1905  NAD 83(1986)-  40 27 01.59607(N)    089 00 42.28722(W) AD(       ) 4
 LC1905  NAD 27      -  40 27 01.46800(N)    089 00 42.01200(W) AD(       ) 3
 LC1905
 LC1905.Superseded values are not recommended for survey control.
 LC1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1905.See file dsdata.txt to determine how the superseded data were derived.
 LC1905
 LC1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2940679697(NAD 83)
 LC1905_MARKER: 42 = RADIO/TV MAST
 LC1905
 LC1905  HISTORY     - Date     Condition        Report By
 LC1905  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1905  HISTORY     - 1959     GOOD             CGS
 LC1905  HISTORY     - 1965     GOOD             CGS
 LC1905  HISTORY     - 1969     GOOD             CGS
 LC1905
 LC1905                          STATION DESCRIPTION
 LC1905
 LC1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1905'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE CENTER
 LC1905'OF BLOOMINGTON.
 LC1905'
 LC1905'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 LC1905'AND U.S. HIGHWAY 150 AT THE SOUTHEAST EDGE OF BLOOMINGTON,
 LC1905'GO WEST ON U.S. HIGHWAY 66 FOR 2.5 MILES TO THE MAST ON
 LC1905'THE LEFT.
 LC1905'
 LC1905'THE STATION IS THE TOP OF A TALL MAST WHICH IS 425 FEET HIGH.
 LC1905'THE MAST IS PAINTED RED AND WHITE AND HAS A RED FLASHING
 LC1905'LIGHT ON TOP.
 LC1905
 LC1905                          STATION RECOVERY (1959)
 LC1905
 LC1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1905'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 LC1905'AND TO REACH ARE ADEQUATE.
 LC1905
 LC1905                          STATION RECOVERY (1965)
 LC1905
 LC1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 LC1905'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LC1905
 LC1905                          STATION RECOVERY (1969)
 LC1905
 LC1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 LC1905'THE STATION WAS RECOVERED AS DESCRIBED.
 LC1905'
 LC1905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILE
 LC1905'SOUTHWEST OF BLOOMINGTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1907 ***********************************************************************
 LC1907  DESIGNATION -  BLOOMINGTON RALSTON PURINA TK
 LC1907  PID         -  LC1907
 LC1907  STATE/COUNTY-  IL/MCLEAN
 LC1907  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1907
 LC1907                         *CURRENT SURVEY CONTROL
 LC1907  ___________________________________________________________________
 LC1907* NAD 83(1997)-  40 28 37.06993(N)    089 01 04.49987(W)     ADJUSTED  
 LC1907* NAVD 88     -                                                        
 LC1907  ___________________________________________________________________
 LC1907  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 LC1907  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC1907
 LC1907  HORZ ORDER  -  THIRD
 LC1907
 LC1907.The horizontal coordinates were established by classical geodetic methods
 LC1907.and adjusted by the National Geodetic Survey in October 1999..
 LC1907
 LC1907
 LC1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1907
 LC1907.The geoid height was determined by GEOID03.
 LC1907
 LC1907;                    North         East     Units Scale Factor Converg.
 LC1907;SPC IL E     -   423,185.808   241,950.791   MT  1.00001646   -0 26 39.9
 LC1907;SPC IL E     - 1,388,402.11    793,800.22   sFT  1.00001646   -0 26 39.9
 LC1907;UTM  16      - 4,482,653.470   328,950.035   MT  0.99996016   -1 18 36.8
 LC1907
 LC1907                          SUPERSEDED SURVEY CONTROL
 LC1907
 LC1907  NAD 83(1986)-  40 28 37.08200(N)    089 01 04.49941(W) AD(       ) 4
 LC1907  NAD 27      -  40 28 36.95100(N)    089 01 04.22100(W) AD(       ) 3
 LC1907
 LC1907.Superseded values are not recommended for survey control.
 LC1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1907.See file dsdata.txt to determine how the superseded data were derived.
 LC1907
 LC1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2895082653(NAD 83)
 LC1907_MARKER: 53 = ELEVATED TANK
 LC1907
 LC1907  HISTORY     - Date     Condition        Report By
 LC1907  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1907  HISTORY     - 1959     GOOD             CGS
 LC1907  HISTORY     - 1965     GOOD             CGS
 LC1907
 LC1907                          STATION DESCRIPTION
 LC1907
 LC1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1907'THE STATION IS LOCATED IN NORTHWEST BLOOMINGTON ON S. EUCLID AVE.
 LC1907'
 LC1907'THE POINT INTERSECTED IS THE FINAL ON TOP OF THE TANK.  THE
 LC1907'TANK IS APPROXIMATELY 140 FEET HIGH.  IT IS PAINTED WITH A
 LC1907'CHECKERED RED AND BLUE DESIGN.  THE TANK STANDS AT THE SOUTHEAST
 LC1907'CORNER OF THE GRAIN ELEVATOR.
 LC1907
 LC1907                          STATION RECOVERY (1959)
 LC1907
 LC1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1907'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 LC1907'AND TO REACH ARE ADEQUATE.
 LC1907
 LC1907                          STATION RECOVERY (1965)
 LC1907
 LC1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 LC1907'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0437 ***********************************************************************
 LC0437  DESIGNATION -  BLOOMINGTON RM
 LC0437  PID         -  LC0437
 LC0437  STATE/COUNTY-  IL/MCLEAN
 LC0437  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0437
 LC0437                         *CURRENT SURVEY CONTROL
 LC0437  ___________________________________________________________________
 LC0437* NAD 83(1986)-  40 26 42.     (N)    088 58 43.     (W)     SCALED    
 LC0437* NAVD 88     -       263.452  (meters)     864.34   (feet)  ADJUSTED  
 LC0437  ___________________________________________________________________
 LC0437  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0437  DYNAMIC HT  -         263.328 (meters)     863.94  (feet)  COMP
 LC0437  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 LC0437
 LC0437  VERT ORDER  -  FIRST     CLASS II
 LC0437
 LC0437.The horizontal coordinates were scaled from a topographic map and have
 LC0437.an estimated accuracy of +/- 6 seconds.
 LC0437
 LC0437.The orthometric height was determined by differential leveling
 LC0437.and adjusted by the National Geodetic Survey in June 1991..
 LC0437
 LC0437.The geoid height was determined by GEOID03.
 LC0437
 LC0437.The dynamic height is computed by dividing the NAVD 88
 LC0437.geopotential number by the normal gravity value computed on the
 LC0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0437.degrees latitude (g = 980.6199 gals.).
 LC0437
 LC0437.The modeled gravity was interpolated from observed gravity values.
 LC0437
 LC0437;                    North         East    Units  Estimated Accuracy
 LC0437;SPC IL E     -   419,610.      245,260.      MT  (+/- 180 meters Scaled)
 LC0437
 LC0437                          SUPERSEDED SURVEY CONTROL
 LC0437
 LC0437  NGVD 29 (??/??/92)  263.513  (m)          864.54   (f) ADJ UNCH    1 2
 LC0437
 LC0437.Superseded values are not recommended for survey control.
 LC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0437.See file dsdata.txt to determine how the superseded data were derived.
 LC0437
 LC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK322790(NAD 83)
 LC0437_MARKER: DR = REFERENCE MARK DISK
 LC0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0437_STAMPING: BLOOMINGTON 1920
 LC0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0437+STABILITY: SURFACE MOTION
 LC0437
 LC0437  HISTORY     - Date     Condition        Report By
 LC0437  HISTORY     - 1920     MONUMENTED       CGS
 LC0437  HISTORY     - 1969     GOOD             NGS
 LC0437
 LC0437                          STATION DESCRIPTION
 LC0437
 LC0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0437'2.9 MI S FROM BLOOMINGTON.
 LC0437'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0437'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 2.25 MILES SOUTH ALONG
 LC0437'THE ILLINOIS CENTRAL RAILROAD, 0.1 MILE NORTH OF A CROSSING OF THE
 LC0437'RAILROAD AND A PAVED ROAD, 45 1/2 FEET EAST OF THE EAST RAIL,
 LC0437'42 1/2 FEET NORTH OF A TELEPHONE POLE, 90 1/2 FEET WEST OF A
 LC0437'33-INCH OAK TREE, 1 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A
 LC0437'WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK,
 LC0437'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 LC0437'SURFACE OF THE GROUND.  SEC 15, T23N, R2E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1820 ***********************************************************************
 LC1820  DESIGNATION -  BLOOMINGTON TV STA WBLN MAST
 LC1820  PID         -  LC1820
 LC1820  STATE/COUNTY-  IL/MCLEAN
 LC1820  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC1820
 LC1820                         *CURRENT SURVEY CONTROL
 LC1820  ___________________________________________________________________
 LC1820* NAD 83(1997)-  40 27 37.41284(N)    088 58 24.26811(W)     ADJUSTED  
 LC1820* NAVD 88     -                                                        
 LC1820  ___________________________________________________________________
 LC1820  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LC1820  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1820
 LC1820  HORZ ORDER  -  THIRD
 LC1820
 LC1820.The horizontal coordinates were established by classical geodetic methods
 LC1820.and adjusted by the National Geodetic Survey in October 1999..
 LC1820
 LC1820
 LC1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1820
 LC1820.The geoid height was determined by GEOID03.
 LC1820
 LC1820;                    North         East     Units Scale Factor Converg.
 LC1820;SPC IL E     -   421,317.363   245,711.598   MT  1.00001126   -0 24 55.3
 LC1820;SPC IL E     - 1,382,272.05    806,138.80   sFT  1.00001126   -0 24 55.3
 LC1820;UTM  16      - 4,480,728.537   332,681.955   MT  0.99994461   -1 16 51.2
 LC1820
 LC1820                          SUPERSEDED SURVEY CONTROL
 LC1820
 LC1820  NAD 83(1986)-  40 27 37.42482(N)    088 58 24.26717(W) AD(       ) 4
 LC1820  NAD 27      -  40 27 37.29400(N)    088 58 23.99300(W) AD(       ) 3
 LC1820
 LC1820.Superseded values are not recommended for survey control.
 LC1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1820.See file dsdata.txt to determine how the superseded data were derived.
 LC1820
 LC1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3268280729(NAD 83)
 LC1820_MARKER: 42 = RADIO/TV MAST
 LC1820
 LC1820  HISTORY     - Date     Condition        Report By
 LC1820  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1820  HISTORY     - 1959     GOOD             CGS
 LC1820  HISTORY     - 1965     GOOD             CGS
 LC1820
 LC1820                          STATION DESCRIPTION
 LC1820
 LC1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1820'THE STATION IS LOCATED IN THE SOUTHEASTERN PART OF BLOOMINGTON
 LC1820'ABOUT 0.1 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 66 AND
 LC1820'U.S. HIGHWAY 150.
 LC1820'
 LC1820'THE STATION IS THE TOP OF THE TALL MAST WHICH IS APPROXIMATELY
 LC1820'425 FEET HIGH.  THE MAST IS PAINTED RED AND WHITE AND HAS
 LC1820'A LIGHT, FLASHING RED, ON TOP.
 LC1820
 LC1820                          STATION RECOVERY (1959)
 LC1820
 LC1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1820'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 LC1820'AND TO REACH ARE ADEQUATE.
 LC1820
 LC1820                          STATION RECOVERY (1965)
 LC1820
 LC1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 LC1820'THE STATION HAS BEEN DESTROYED.  A NEW MAST HAS BEEN ERECTED
 LC1820'NW OF THE JUNCTION OF U.S. HIGHWAY 66 AND U.S. HIGHWAY 150.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1178 ***********************************************************************
 LC1178  DESIGNATION -  BLOON 2
 LC1178  PID         -  LC1178
 LC1178  STATE/COUNTY-  IL/MCLEAN
 LC1178  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1178
 LC1178                         *CURRENT SURVEY CONTROL
 LC1178  ___________________________________________________________________
 LC1178* NAD 83(1997)-  40 29 11.09544(N)    089 02 08.16765(W)     ADJUSTED  
 LC1178* NAVD 88     -       248.09   (meters)     813.9    (feet)  RESET     
 LC1178  ___________________________________________________________________
 LC1178  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 LC1178  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC1178
 LC1178  HORZ ORDER  -  THIRD
 LC1178  VERT ORDER  -  THIRD
 LC1178
 LC1178.The horizontal coordinates were established by classical geodetic methods
 LC1178.and adjusted by the National Geodetic Survey in October 1999..
 LC1178.No horizontal observational check was made to the station.
 LC1178
 LC1178.The orthometric height was computed from unverified reset data.
 LC1178
 LC1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1178
 LC1178.The geoid height was determined by GEOID03.
 LC1178
 LC1178;                    North         East     Units Scale Factor Converg.
 LC1178;SPC IL E     -   424,247.112   240,459.490   MT  1.00001862   -0 27 21.5
 LC1178;SPC IL E     - 1,391,884.07    788,907.51   sFT  1.00001862   -0 27 21.5
 LC1178;UTM  16      - 4,483,737.130   327,475.024   MT  0.99996639   -1 19 19.1
 LC1178
 LC1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1178!SPC IL E     -   0.99996612  x   1.00001862  =   0.99998474
 LC1178!UTM  16      -   0.99996612  x   0.99996639  =   0.99993251
 LC1178
 LC1178|---------------------------------------------------------------------|
 LC1178| PID    Reference Object                     Distance      Geod. Az  |
 LC1178|                                                           dddmmss.s |
 LC1178| LC1177 BLOON 2 RM 3                         10.655 METERS 00939     |
 LC1178| LC1905 BLOOMINGTON RAD STA WJBC MAST       APPROX. 4.5 KM 1530758.5 |
 LC1178| LC1176 BLOON 2 RM 4                          9.442 METERS 19049     |
 LC1178| LC1173 BLOON                                35.552 METERS 21925     |
 LC1178| CI6733 BLOON AZ MK                                        2750437.1 |
 LC1178|---------------------------------------------------------------------|
 LC1178
 LC1178                          SUPERSEDED SURVEY CONTROL
 LC1178
 LC1178  NAD 83(1986)-  40 29 11.10755(N)    089 02 08.16752(W) AD(       ) 3
 LC1178  NAD 27      -  40 29 10.97660(N)    089 02 07.88770(W) AD(       ) 3
 LC1178
 LC1178.Superseded values are not recommended for survey control.
 LC1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1178.See file dsdata.txt to determine how the superseded data were derived.
 LC1178
 LC1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2747583737(NAD 83)
 LC1178_MARKER: DS = TRIANGULATION STATION DISK
 LC1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1178_STAMPING: BLOON 2 1961
 LC1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1178+STABILITY: SURFACE MOTION
 LC1178
 LC1178  HISTORY     - Date     Condition        Report By
 LC1178  HISTORY     - 1961     MONUMENTED       CGS
 LC1178  HISTORY     - 1961     GOOD             CGS
 LC1178
 LC1178                          STATION DESCRIPTION
 LC1178
 LC1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC1178'STATION IS LOCATED ABOUT 2-1/4 MILES WEST-NORTHWEST OF THE
 LC1178'CENTER OF BLOOMINGTON AND ALONG THE NORTH RIGHT-OF-WAY OF
 LC1178'STATE HIGHWAY 9.
 LC1178'
 LC1178'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150
 LC1178'AND STATE HIGHWAY 9 IN THE NORTHWEST EDGE OF BLOOMINGTON,
 LC1178'GO SOUTH AND WEST ON HIGHWAY 9 FOR 1.15 MILES TO A SIDE ROAD
 LC1178'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE MARK ON
 LC1178'THE RIGHT, ON PROPERTY OWNED BY DR. O.R. AAVIK.
 LC1178'
 LC1178'STATION MARK, A STANDARD STATION DISK SET TOP OF A 14-INCH
 LC1178'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 LC1178'THE GROUND AND IS STAMPED BLOON 2 1961.  THE MARK IS 117.5
 LC1178'FEET WEST OF THE NORTHWEST CORNER OF HOUSE, 98.5 FEET NORTH OF
 LC1178'A FENCE CORNER, 64.5 FEET SOUTHWEST OF A LARGE TREE (4 FEET
 LC1178'IN DIAMETER), 32.5 FEET WEST-NORTHWEST OF A TREE (2 FEET IN
 LC1178'DIAMETER) AND 1 FOOT EAST OF A FENCE.
 LC1178'
 LC1178'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN TOP OF A
 LC1178'12-INCH ROUND POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 LC1178'GROUND AND IS STAMPED BLOON 2 NO 3 1961.  THE MARK IS 37 FEET
 LC1178'SOUTHWEST OF TREE (4 FEET IN DIAMETER) AND 1 FOOT EAST OF A
 LC1178'FENCE.
 LC1178'
 LC1178'REFERENCE MARK 4, A STANDARD REFERENCE DISK SET IN TOP OF 12-INCH
 LC1178'ROUND CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC1178'OF THE GROUND AND IS STAMPED BLOON 2 NO 4 1961.  THE MARK
 LC1178'IS 67.5 FEET NORTH OF A FENCE CORNER, 40 FEET SOUTHWEST OF A
 LC1178'TREE (2 FEET IN DIAMETER) AND 1 FOOT EAST OF A FENCE.
 LC1178'
 LC1178'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH
 LC1178'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2-INCHES AND IS
 LC1178'STAMPED BLOON 1959.  THE MARK IS 40 FEET SOUTH OF THE CENTER
 LC1178'OF STATE HIGHWAY 9, 3.4 FEET EAST-SOUTHEAST OF A TELEPHONE
 LC1178'POLE, 2 FEET NORTH OF A FENCE AND 1.4 FEET NORTH OF A WITNESS
 LC1178'POST.
 LC1178'
 LC1178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LC1178'HIGHWAY 9 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 LC1178'
 LC1178'A TRAVERSE CONNECTION WAS MADE FROM BLOON 2 TO BLOON 1959
 LC1178'AND THE DISTANCE IS AS SHOWN ABOVE.
 LC1178
 LC1178                          STATION RECOVERY (1961)
 LC1178
 LC1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LC1178'1.4 MI SW FROM BLOOMINGTON.
 LC1178'ABOUT 1.45 MILES SOUTH AND WEST ALONG STATE HIGHWAY 9 FROM ITS
 LC1178'JUNCTION WITH U.S. HIGHWAY 150 IN THE NORTHWEST PART OF BLOOMINGTON,
 LC1178'ABOUT 0.3 MILE WEST OF THE JUNCTION OF AN ASPHALT PAVED ROAD
 LC1178'SOUTH, AT A FARM HOUSE NORTH OF THE HIGHWAY, 139 FEET NORTH OF
 LC1178'THE CENTER LINE OF STATE HIGHWAY 9, 118 FEET WEST-NORTHWEST OF THE
 LC1178'SOUTHWEST CORNER OF THE FARM HOUSE, 98 FEET NORTH OF A FENCE
 LC1178'CORNER, 5.7 FEET NORTH OF A WOODEN WITNESS POST, AND SET IN THE TOP
 LC1178'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1177 ***********************************************************************
 LC1177  DESIGNATION -  BLOON 2 RM 3
 LC1177  PID         -  LC1177
 LC1177  STATE/COUNTY-  IL/MCLEAN
 LC1177  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1177
 LC1177                         *CURRENT SURVEY CONTROL
 LC1177  ___________________________________________________________________
 LC1177* NAD 83(1986)-  40 29 10.     (N)    089 02 07.     (W)     SCALED    
 LC1177* NAVD 88     -       247.83   (meters)     813.1    (feet)  RESET     
 LC1177  ___________________________________________________________________
 LC1177  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC1177
 LC1177  VERT ORDER  -  THIRD
 LC1177
 LC1177.The horizontal coordinates were scaled from a topographic map and have
 LC1177.an estimated accuracy of +/- 6 seconds.
 LC1177
 LC1177.The orthometric height was computed from unverified reset data.
 LC1177
 LC1177.The geoid height was determined by GEOID03.
 LC1177
 LC1177;                    North         East    Units  Estimated Accuracy
 LC1177;SPC IL E     -   424,210.      240,490.      MT  (+/- 180 meters Scaled)
 LC1177
 LC1177                          SUPERSEDED SURVEY CONTROL
 LC1177
 LC1177.No superseded survey control is available for this station.
 LC1177
 LC1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK275837(NAD 83)
 LC1177_MARKER: DR = REFERENCE MARK DISK
 LC1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1177_STAMPING: BLOON 2 NO 3 1961
 LC1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1177+STABILITY: SURFACE MOTION
 LC1177
 LC1177  HISTORY     - Date     Condition        Report By
 LC1177  HISTORY     - 1961     MONUMENTED       CGS
 LC1177
 LC1177                          STATION DESCRIPTION
 LC1177
 LC1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1177'1.4 MI SW FROM BLOOMINGTON.
 LC1177'ABOUT 1.45 MILES SOUTH AND WEST ALONG STATE HIGHWAY 9 FROM ITS
 LC1177'JUNCTION WITH U.S. HIGHWAY 150 IN THE NORTHWEST PART OF BLOOMINGTON,
 LC1177'ABOUT 0.3 MILE WEST OF THE JUNCTION OF AN ASPHALT PAVED ROAD SOUTH,
 LC1177'AT A FARM HOUSE NORTH OF THE ROAD, 164 FEET NORTH OF THE CENTER
 LC1177'LINE OF STATE HIGHWAY 9, 128 FEET NORTHWEST OF THE SOUTHWEST CORNER
 LC1177'OF THE FARM HOUSE, 1 FOOT EAST OF A FENCE, 133 FEET NORTH OF A
 LC1177'FENCE CORNER, 35.0 FEET NORTH OF TRIANGULATION STATION BLOON 2,
 LC1177'43.8 FEET NORTH OF A WOODEN WITNESS POST, AND SET IN THE TOP OF
 LC1177'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1176 ***********************************************************************
 LC1176  DESIGNATION -  BLOON 2 RM 4
 LC1176  PID         -  LC1176
 LC1176  STATE/COUNTY-  IL/MCLEAN
 LC1176  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1176
 LC1176                         *CURRENT SURVEY CONTROL
 LC1176  ___________________________________________________________________
 LC1176* NAD 83(1986)-  40 29 10.     (N)    089 02 07.     (W)     SCALED    
 LC1176* NAVD 88     -       248.40   (meters)     815.0    (feet)  RESET     
 LC1176  ___________________________________________________________________
 LC1176  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC1176
 LC1176  VERT ORDER  -  THIRD
 LC1176
 LC1176.The horizontal coordinates were scaled from a topographic map and have
 LC1176.an estimated accuracy of +/- 6 seconds.
 LC1176
 LC1176.The orthometric height was computed from unverified reset data.
 LC1176
 LC1176.The geoid height was determined by GEOID03.
 LC1176
 LC1176;                    North         East    Units  Estimated Accuracy
 LC1176;SPC IL E     -   424,210.      240,490.      MT  (+/- 180 meters Scaled)
 LC1176
 LC1176                          SUPERSEDED SURVEY CONTROL
 LC1176
 LC1176.No superseded survey control is available for this station.
 LC1176
 LC1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK275837(NAD 83)
 LC1176_MARKER: DR = REFERENCE MARK DISK
 LC1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1176_STAMPING: BLOON 2 NO 4 1961
 LC1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1176+STABILITY: SURFACE MOTION
 LC1176
 LC1176  HISTORY     - Date     Condition        Report By
 LC1176  HISTORY     - 1961     MONUMENTED       CGS
 LC1176
 LC1176                          STATION DESCRIPTION
 LC1176
 LC1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1176'1.4 MI SW FROM BLOOMINGTON.
 LC1176'ABOUT 1.45 MILES SOUTH AND WEST ALONG STATE HIGHWAY 9 FROM ITS
 LC1176'JUNCTION WITH U.S. HIGHWAY 150 IN THE NORTHWEST PART OF BLOOMINGTON,
 LC1176'ABOUT 0.3 MILE WEST OF THE JUNCTION OF AN ASPHALT PAVED ROAD SOUTH,
 LC1176'AT A FARM HOUSE NORTH OF THE ROAD, 108 FEET NORTH OF THE CENTER
 LC1176'LINE OF STATE HIGHWAY 9, 118 FEET WEST OF THE SOUTHWEST CORNER OF
 LC1176'THE FARM HOUSE, 1 FOOT EAST OF A FENCE, 67 FEET NORTH OF A FENCE
 LC1176'CORNER, 31.0 FEET SOUTH OF TRIANGULATION STATION BLOON 2, 22.4
 LC1176'FEET SOUTH OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A
 LC1176'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0604 ***********************************************************************
 LC0604  DESIGNATION -  BLUE
 LC0604  PID         -  LC0604
 LC0604  STATE/COUNTY-  IL/PIATT
 LC0604  USGS QUAD   -  BELLFLOWER (1983)
 LC0604
 LC0604                         *CURRENT SURVEY CONTROL
 LC0604  ___________________________________________________________________
 LC0604* NAD 83(1997)-  40 15 08.95785(N)    088 35 03.69868(W)     ADJUSTED  
 LC0604* NAVD 88     -       220.993  (meters)     725.04   (feet)  ADJUSTED  
 LC0604  ___________________________________________________________________
 LC0604  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 LC0604  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0604  DYNAMIC HT  -         220.886 (meters)     724.69  (feet)  COMP
 LC0604  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 LC0604
 LC0604  HORZ ORDER  -  SECOND
 LC0604  VERT ORDER  -  SECOND    CLASS 0
 LC0604
 LC0604.The horizontal coordinates were established by classical geodetic methods
 LC0604.and adjusted by the National Geodetic Survey in October 1999..
 LC0604
 LC0604.The orthometric height was determined by differential leveling
 LC0604.and adjusted by the National Geodetic Survey in June 1991..
 LC0604
 LC0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0604
 LC0604.The geoid height was determined by GEOID03.
 LC0604
 LC0604.The dynamic height is computed by dividing the NAVD 88
 LC0604.geopotential number by the normal gravity value computed on the
 LC0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0604.degrees latitude (g = 980.6199 gals.).
 LC0604
 LC0604.The modeled gravity was interpolated from observed gravity values.
 LC0604
 LC0604;                    North         East     Units Scale Factor Converg.
 LC0604;SPC IL E     -   398,065.399   278,643.485   MT  0.99998061   -0 09 43.9
 LC0604;SPC IL E     - 1,305,986.23    914,182.83   sFT  0.99998061   -0 09 43.9
 LC0604;UTM  16      - 4,456,985.515   365,256.000   MT  0.99982350   -1 01 26.0
 LC0604
 LC0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0604!SPC IL E     -   0.99997034  x   0.99998061  =   0.99995095
 LC0604!UTM  16      -   0.99997034  x   0.99982350  =   0.99979385
 LC0604
 LC0604:                Primary Azimuth Mark                     Grid Az
 LC0604:SPC IL E     -  BLUE AZ MK                               088 54 05.1
 LC0604:UTM  16      -  BLUE AZ MK                               089 45 47.2
 LC0604
 LC0604|---------------------------------------------------------------------|
 LC0604| PID    Reference Object                     Distance      Geod. Az  |
 LC0604|                                                           dddmmss.s |
 LC0604| LC0606 BLUE AZ MK                                         0884421.2 |
 LC0604| LC1613 BLUE RM 3                            16.825 METERS 09056     |
 LC0604| LC0605 BLUE RM 1                            16.845 METERS 09056     |
 LC0604| LC0603 BLUE RM 2                            14.960 METERS 33929     |
 LC0604|---------------------------------------------------------------------|
 LC0604
 LC0604                          SUPERSEDED SURVEY CONTROL
 LC0604
 LC0604  NAD 83(1986)-  40 15 08.96319(N)    088 35 03.69716(W) AD(       ) 2
 LC0604  NAD 27      -  40 15 08.84470(N)    088 35 03.46950(W) AD(       ) 2
 LC0604  NGVD 29 (??/??/92)  221.034  (m)          725.18   (f) ADJ UNCH    2 0
 LC0604
 LC0604.Superseded values are not recommended for survey control.
 LC0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0604.See file dsdata.txt to determine how the superseded data were derived.
 LC0604
 LC0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6525656986(NAD 83)
 LC0604_MARKER: DS = TRIANGULATION STATION DISK
 LC0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0604_STAMPING: BLUE 1959
 LC0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0604+STABILITY: SURFACE MOTION
 LC0604
 LC0604  HISTORY     - Date     Condition        Report By
 LC0604  HISTORY     - 1959     MONUMENTED       CGS
 LC0604  HISTORY     - 1959     GOOD             CGS
 LC0604  HISTORY     - 1978     GOOD             NGS
 LC0604
 LC0604                          STATION DESCRIPTION
 LC0604
 LC0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0604'THE STATION IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF FARMER
 LC0604'CITY AND ABOUT 5 MILES NORTHWEST OF MANSFIELD.
 LC0604'
 LC0604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 150
 LC0604'AND 54 AT THE SOUTHEAST EDGE OF FARMER CITY, GO NORTHERLY
 LC0604'ON U.S. HIGHWAY 54 FOR 0.65 MILE TO A SIDE ROAD RIGHT, TURN
 LC0604'RIGHT AND GO EAST FOR 0.9 MILE TO A T-INTERSECTION, TURN LEFT
 LC0604'AND GO NORTH AND EAST ON A GRAVELED ROAD FOR 0.9 MILE TO
 LC0604'A CROSSROADS, CONTINUE EAST FOR 0.4 MILE TO THE HOLMAN FARM ON
 LC0604'THE RIGHT, CONTINUE EAST FOR 0.1 MILE TO A FENCE CORNER AND
 LC0604'THE STATION ON THE RIGHT AS DESCRIBED.
 LC0604'
 LC0604'THE STATION MARK IS A STANDARD STATION MARK DISK STAMPED
 LC0604'BLUE 1959 AND IS SET IN A 8 X 8 INCH CONCRETE POST WHICH IS
 LC0604'FLUSH WITH THE GROUND.  THE MARK IS 24 FEET SOUTH OF THE
 LC0604'APPROXIMATE CENTER OF A GRAVELED ROAD, 12 FEET WEST-NORTHWEST
 LC0604'OF A FENCE CORNER, 3.6 FEET NORTH OF A FENCE AND 2.2 FEET NORTH
 LC0604'OF A WITNESS POST.
 LC0604'
 LC0604'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 LC0604'BLUE NO 1 1959 AND IS SET IN A 8 X 8 INCH CONCRETE POST
 LC0604'PROJECTING 3 INCHES.  THE MARK IS 25 FEET SOUTH OF THE APPROXIMATE
 LC0604'CENTER OF A GRAVELED ROAD AND 1.5 FEET NORTH OF A FENCE.
 LC0604'
 LC0604'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK
 LC0604'STAMPED BLUE NO 2 1959 AND IS SET IN A 8 X 8 INCH CONCRETE POST
 LC0604'PROJECTING 3 INCHES.  THE MARK IS 23.5 FEET WEST OF THE APPROXIMATE
 LC0604'CENTER OF A WOODEN GATE, 23 FEET NORTH OF THE APPROXIMATE
 LC0604'CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTH OF A FENCE.
 LC0604'
 LC0604'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED BLUE
 LC0604'1959 AND IS SET IN A 8 X 8 INCH CONCRETE POST PROJECTING 3
 LC0604'INCHES.  THE MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTER
 LC0604'OF A GRAVELED ROAD, 3 FEET WEST OF A TELEPHONE POLE, 2.2 FEET
 LC0604'WEST-SOUTHWEST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 LC0604'
 LC0604'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 LC0604'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LC0604'
 LC0604'HEIGHT OF LIGHT ABOVE STATION MARK 3.65 METERS.
 LC0604
 LC0604                          STATION RECOVERY (1959)
 LC0604
 LC0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0604'4.9 MI E FROM FARMER CITY.
 LC0604'ABOUT 2.4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0604'THE STATION AT FARMER CITY, THENCE 1.15 MILES NORTH ALONG A GRAVEL
 LC0604'ROAD, THENCE 1.35 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE
 LC0604'EAST OF A FARM HOUSE SOUTH OF THE ROAD, 24 FEET SOUTH OF THE CENTER
 LC0604'LINE OF THE ROAD, 3 FEET NORTH OF A FENCE, 12 1/2 FEET WEST OF A
 LC0604'T-FENCE CORNER, 47 FEET SOUTH AND ACROSS THE ROAD FROM THE WEST
 LC0604'END OF A BOARD GATE, 131 FEET SOUTHWEST OF THE THIRD TELEPHONE
 LC0604'POLE EAST OF THE FARM HOUSE, 2.2 FEET NORTH OF A METAL WITNESS POST,
 LC0604'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LC0604'CONCRETE POST PROJECTING 1 INCH.
 LC0604
 LC0604                          STATION RECOVERY (1978)
 LC0604
 LC0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LC0604'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK FOUND IN GOOD
 LC0604'CONDITION.  RM 1 FOUND WITH THE DISK SHEARED OFF.  RM 3 WAS SET IN THE
 LC0604'MONUMENT THAT RM 1 WAS IN.  THE DISTANCE AND DIRECTION TO RM 2
 LC0604'CHECKED.  DUE TO ROAD CHANGES A NEW TO REACH FOLLOWS THE 1959
 LC0604'DESCRIPTION IS ADEQUATE.
 LC0604'
 LC0604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150 AND
 LC0604'STATE HIGHWAY 54 AT THE SE EDGE OF FARMER CITY, GO N ON HIGHWAY 54
 LC0604'FOR 0.65 MILE TO A OVERPASS OF INTERSTATE HIGHWAY 74.  CONTINUE AHEAD
 LC0604'0.25 MILE TO SIDE ROAD RIGHT.  TURN RIGHT GO S AND E FOR 0.2 MILE TO
 LC0604'T ROAD.  TURN LEFT, GO N AND EAST FOR 1.35 MILE TO STATION ON
 LC0604'RIGHT.  CONTINUE AHEAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT N
 LC0604'SIDE OF ROAD.
 LC0604'
 LC0604'REFERENCE MARK 3 IS 55 FT E OF A METAL WITNESS POST, 46 FT NE OF
 LC0604'FENCE CORNER POST AND 25 FT S OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0606 ***********************************************************************
 LC0606  DESIGNATION -  BLUE AZ MK
 LC0606  PID         -  LC0606
 LC0606  STATE/COUNTY-  IL/PIATT
 LC0606  USGS QUAD   -  BELLFLOWER (1983)
 LC0606
 LC0606                         *CURRENT SURVEY CONTROL
 LC0606  ___________________________________________________________________
 LC0606* NAD 83(1986)-  40 15 09.     (N)    088 34 42.     (W)     SCALED    
 LC0606* NAVD 88     -       220.561  (meters)     723.62   (feet)  ADJUSTED  
 LC0606  ___________________________________________________________________
 LC0606  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0606  DYNAMIC HT  -         220.455 (meters)     723.28  (feet)  COMP
 LC0606  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LC0606
 LC0606  VERT ORDER  -  SECOND    CLASS 0
 LC0606
 LC0606.The horizontal coordinates were scaled from a topographic map and have
 LC0606.an estimated accuracy of +/- 6 seconds.
 LC0606
 LC0606.The orthometric height was determined by differential leveling
 LC0606.and adjusted by the National Geodetic Survey in June 1991..
 LC0606
 LC0606.The geoid height was determined by GEOID03.
 LC0606
 LC0606.The dynamic height is computed by dividing the NAVD 88
 LC0606.geopotential number by the normal gravity value computed on the
 LC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0606.degrees latitude (g = 980.6199 gals.).
 LC0606
 LC0606.The modeled gravity was interpolated from observed gravity values.
 LC0606
 LC0606;                    North         East    Units  Estimated Accuracy
 LC0606;SPC IL E     -   398,070.      279,160.      MT  (+/- 180 meters Scaled)
 LC0606
 LC0606                          SUPERSEDED SURVEY CONTROL
 LC0606
 LC0606  NGVD 29 (??/??/92)  220.603  (m)          723.76   (f) ADJ UNCH    2 0
 LC0606
 LC0606.Superseded values are not recommended for survey control.
 LC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0606.See file dsdata.txt to determine how the superseded data were derived.
 LC0606
 LC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK657569(NAD 83)
 LC0606_MARKER: DZ = AZIMUTH MARK DISK
 LC0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0606_STAMPING: BLUE 1959
 LC0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0606+STABILITY: SURFACE MOTION
 LC0606
 LC0606  HISTORY     - Date     Condition        Report By
 LC0606  HISTORY     - 1959     MONUMENTED       CGS
 LC0606
 LC0606                          STATION DESCRIPTION
 LC0606
 LC0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0606'5.2 MI E FROM FARMER CITY.
 LC0606'ABOUT 2.4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0606'FROM THE STATION AT FARMER CITY, THENCE 1.15 MILES NORTH ALONG A
 LC0606'GRAVEL ROAD, THENCE 1.7 MILES EAST ALONG A GRAVEL ROAD, AT A
 LC0606'DRIVEWAY NORTH TO A FARM HOUSE, 22 FEET NORTH OF THE CENTER LINE
 LC0606'OF THE ROAD, 25 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY,
 LC0606'1 1/2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A TELEPHONE POLE,
 LC0606'2.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LC0606'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2968 ***********************************************************************
 ME2968  DESIGNATION -  BLUE ISLAND FIRST BAPT SPIRE
 ME2968  PID         -  ME2968
 ME2968  STATE/COUNTY-  IL/COOK
 ME2968  USGS QUAD   -  BLUE ISLAND (1997)
 ME2968
 ME2968                         *CURRENT SURVEY CONTROL
 ME2968  ___________________________________________________________________
 ME2968* NAD 83(1997)-  41 39 22.49702(N)    087 40 41.08181(W)     ADJUSTED  
 ME2968* NAVD 88     -                                                        
 ME2968  ___________________________________________________________________
 ME2968  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 ME2968  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2968
 ME2968  HORZ ORDER  -  THIRD
 ME2968
 ME2968.The horizontal coordinates were established by classical geodetic methods
 ME2968.and adjusted by the National Geodetic Survey in October 1999..
 ME2968
 ME2968
 ME2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2968
 ME2968.The geoid height was determined by GEOID03.
 ME2968
 ME2968;                    North         East     Units Scale Factor Converg.
 ME2968;SPC IL E     -   554,130.615   354,578.354   MT  1.00001164   +0 26 07.9
 ME2968;SPC IL E     - 1,818,010.19  1,163,312.48   sFT  1.00001164   +0 26 07.9
 ME2968;UTM  16      - 4,611,833.168   443,541.794   MT  0.99963922   -0 27 02.5
 ME2968
 ME2968                          SUPERSEDED SURVEY CONTROL
 ME2968
 ME2968  NAD 83(1997)-  41 39 22.49706(N)    087 40 41.08201(W) AD(       ) 4
 ME2968  NAD 83(1997)-  41 39 22.50134(N)    087 40 41.08976(W) AD(       ) 4
 ME2968  NAD 83(1986)-  41 39 22.50168(N)    087 40 41.08955(W) AD(       ) 4
 ME2968  NAD 27      -  41 39 22.38059(N)    087 40 40.91605(W) AD(       ) 3
 ME2968
 ME2968.Superseded values are not recommended for survey control.
 ME2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2968.See file dsdata.txt to determine how the superseded data were derived.
 ME2968
 ME2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4354211833(NAD 83)
 ME2968_MARKER: 90 = CHURCH SPIRE
 ME2968
 ME2968  HISTORY     - Date     Condition        Report By
 ME2968  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2968  HISTORY     - 20060215 MARK NOT FOUND   RTI
 ME2968
 ME2968                          STATION DESCRIPTION
 ME2968
 ME2968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2968'THE STATION IS THE BASE OF THE CROSS ATOP THE BROWN AND
 ME2968'GREEN TILE SPIRE SURMOUNTING THE BROWN COLORED BELL TOWER OF
 ME2968'THE BLUE ISLAND FIRST BAPTIST CHURCH WITH AN OVERALL HEIGHT OF
 ME2968'ABOUT 75 FEET.
 ME2968'
 ME2968'LOCATED IN THE CENTRAL SECTION OF BLUE ISLAND IN THE SOUTHEAST
 ME2968'ANGLE OF THE INTERSECTION OF NEW STREET AND GREGORY STREET, 45
 ME2968'FEET SOUTH OF THE CENTER OF NEW STREET, 35 FEET EAST OF THE
 ME2968'CENTER OF GREGORY STREET AND RISES FROM THE WEST CENTRAL FACE
 ME2968'OF THE CHURCH BUILDING.  THE STREET ADDRESS IS 1824 GREGORY
 ME2968'STREET.
 ME2968
 ME2968                          STATION RECOVERY (2006)
 ME2968
 ME2968'RECOVERY NOTE BY RAHALL TRANSPORTATION INSTITUTE 2006 (PJD)
 ME2968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2966 ***********************************************************************
 ME2966  DESIGNATION -  BLUE ISLAND MUN TANK
 ME2966  PID         -  ME2966
 ME2966  STATE/COUNTY-  IL/COOK
 ME2966  USGS QUAD   -  BLUE ISLAND (1997)
 ME2966
 ME2966                         *CURRENT SURVEY CONTROL
 ME2966  ___________________________________________________________________
 ME2966* NAD 83(1997)-  41 38 46.34909(N)    087 40 26.29915(W)     ADJUSTED  
 ME2966* NAVD 88     -                                                        
 ME2966  ___________________________________________________________________
 ME2966  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 ME2966  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2966
 ME2966  HORZ ORDER  -  THIRD
 ME2966
 ME2966.The horizontal coordinates were established by classical geodetic methods
 ME2966.and adjusted by the National Geodetic Survey in October 1999..
 ME2966
 ME2966
 ME2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2966
 ME2966.The geoid height was determined by GEOID03.
 ME2966
 ME2966;                    North         East     Units Scale Factor Converg.
 ME2966;SPC IL E     -   553,018.013   354,928.912   MT  1.00001211   +0 26 17.4
 ME2966;SPC IL E     - 1,814,359.93  1,164,462.61   sFT  1.00001211   +0 26 17.4
 ME2966;UTM  16      - 4,610,715.694   443,874.979   MT  0.99963876   -0 26 52.4
 ME2966
 ME2966                          SUPERSEDED SURVEY CONTROL
 ME2966
 ME2966  NAD 83(1997)-  41 38 46.34913(N)    087 40 26.29933(W) AD(       ) 4
 ME2966  NAD 83(1997)-  41 38 46.35345(N)    087 40 26.30699(W) AD(       ) 4
 ME2966  NAD 83(1986)-  41 38 46.35383(N)    087 40 26.30679(W) AD(       ) 4
 ME2966  NAD 27      -  41 38 46.23210(N)    087 40 26.13511(W) AD(       ) 3
 ME2966
 ME2966.Superseded values are not recommended for survey control.
 ME2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2966.See file dsdata.txt to determine how the superseded data were derived.
 ME2966
 ME2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4387510716(NAD 83)
 ME2966_MARKER: 53 = ELEVATED TANK
 ME2966
 ME2966  HISTORY     - Date     Condition        Report By
 ME2966  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2966
 ME2966                          STATION DESCRIPTION
 ME2966
 ME2966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2966'THE STATION IS THE APEX OF VENT OF THE BLUE ISLAND MUNICIPAL
 ME2966'WATER TANK.  IT IS AN ELLIPSOIDAL TANK, SUPPORTED BY TEN
 ME2966'TUBULAR LEGS, BLUE IN COLOR WITH THE NAME (BLUE ISLAND)
 ME2966'PAINTED IN BLACK LETTERS, AND IS APPROXIMATELY 115 FEET HIGH
 ME2966'
 ME2966'LOCATED IN THE SOUTHEAST SECTION OF BLUE ISLAND, IN THE
 ME2966'NORTHEAST ANGLE OF THE INTERSECTION OF
 ME2966'ONE-HENDRED-THIRTY-SIXTH
 ME2966'STREET AND CHATHAM AVENUE, 300 FEET EAST OF THE
 ME2966'CENTERLINE OF CHATHAM AVENUE, AND 45 FEET NORTH OF THE
 ME2966'CENTERLINE OF ONE-HUNDRED-THIRTY-SIXTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2956 ***********************************************************************
 ME2956  DESIGNATION -  BLUE ISLAND PUB SERV CO GAS TK
 ME2956  PID         -  ME2956
 ME2956  STATE/COUNTY-  IL/COOK
 ME2956  USGS QUAD   -  BLUE ISLAND (1997)
 ME2956
 ME2956                         *CURRENT SURVEY CONTROL
 ME2956  ___________________________________________________________________
 ME2956* NAD 83(1997)-  41 38 38.60927(N)    087 40 18.90231(W)     ADJUSTED  
 ME2956* NAVD 88     -                                                        
 ME2956  ___________________________________________________________________
 ME2956  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 ME2956  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2956
 ME2956  HORZ ORDER  -  THIRD
 ME2956
 ME2956.The horizontal coordinates were established by classical geodetic methods
 ME2956.and adjusted by the National Geodetic Survey in October 1999..
 ME2956
 ME2956
 ME2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2956
 ME2956.The geoid height was determined by GEOID03.
 ME2956
 ME2956;                    North         East     Units Scale Factor Converg.
 ME2956;SPC IL E     -   552,780.541   355,101.912   MT  1.00001235   +0 26 22.3
 ME2956;SPC IL E     - 1,813,580.82  1,165,030.19   sFT  1.00001235   +0 26 22.3
 ME2956;UTM  16      - 4,610,475.665   444,044.223   MT  0.99963853   -0 26 47.4
 ME2956
 ME2956                          SUPERSEDED SURVEY CONTROL
 ME2956
 ME2956  NAD 83(1997)-  41 38 38.60937(N)    087 40 18.90237(W) AD(       ) 4
 ME2956  NAD 83(1997)-  41 38 38.61379(N)    087 40 18.90952(W) AD(       ) 4
 ME2956  NAD 83(1986)-  41 38 38.61385(N)    087 40 18.90932(W) AD(       ) 4
 ME2956  NAD 27      -  41 38 38.49011(N)    087 40 18.74031(W) AD(       ) 3
 ME2956
 ME2956.Superseded values are not recommended for survey control.
 ME2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2956.See file dsdata.txt to determine how the superseded data were derived.
 ME2956
 ME2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4404410476(NAD 83)
 ME2956_MARKER: 52 = STANDPIPE TANK
 ME2956
 ME2956  HISTORY     - Date     Condition        Report By
 ME2956  HISTORY     - 1944     FIRST OBSERVED   CGS
 ME2956  HISTORY     - 1952     GOOD             CGS
 ME2956  HISTORY     - 20060215 MARK NOT FOUND   RTI
 ME2956
 ME2956                          STATION DESCRIPTION
 ME2956
 ME2956'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 ME2956'STATION IS LOCATED IN THE SE SECTION OF
 ME2956'BLUE ISLAND.  IT
 ME2956'IS A STORAGE TANK FOR NATURAL GAS WITH A CAPACITY
 ME2956'OF 10,000,000 GALLONS.  ITS OVERALL
 ME2956'HEIGHT IS 320 FEET.  THE
 ME2956'STANDPIPE IS GRAY IN COLOR WITH RED AND WHITE CHECK AT
 ME2956'THE TOP.
 ME2956'
 ME2956'THE POINT SIGHTED WAS A FLAT CYLINDRICAL FINIAL AT THE TOP
 ME2956'CENTER.
 ME2956'
 ME2956'TO REACH THE STATION FROM THE STATE BANK OF BLUE ISLAND IN
 ME2956'THE CENTER OF THE
 ME2956'CITY, GO S ON WESTERN AVENUE FOR 0.55 MILE.
 ME2956'TURN LEFT ON DES PLAINES STREET AND
 ME2956'GO 0.3 MILE, THEN TURN RIGHT ON
 ME2956'CHATHAM STREET FOR 0.05 MILE TO A CROSS STREET.  TAKE
 ME2956'A LEFT FORK
 ME2956'GOING SE ACROSS THE RAILROAD TRACKS FOR 0.3 MILE TO THE STANDPIPE
 ME2956'ON THE RIGHT.
 ME2956
 ME2956                          STATION RECOVERY (1952)
 ME2956
 ME2956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2956'THE STATION IS THE RED LIGHT AT THE APEX OF THE PUBLIC SERVICE CO.
 ME2956'GAS TANK, LOCATED ABOUT
 ME2956'0.75 MILE EAST OF THE INTERSECTION OF THE DIXIE HIGHWAY AND 138
 ME2956'STREET IN BLUE ISLAND.  THE TANK
 ME2956'IS A CYLINDRICAL STEEL STRUCTURE ABOUT 200 FEET HIGH, AND IS
 ME2956'PAINTED BLACK WITH A RED AND WHITE CHECKERED
 ME2956'BOARD AROUND THE TOP.
 ME2956'
 ME2956'PROBABLY THE SAME STATION AS LOCATED IN 1944.
 ME2956
 ME2956                          STATION RECOVERY (2006)
 ME2956
 ME2956'RECOVERY NOTE BY RAHALL TRANSPORTATION INSTITUTE 2006 (PJD)
 ME2956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1356 ***********************************************************************
 KB1356  DESIGNATION -  BLUE MOUND
 KB1356  PID         -  KB1356
 KB1356  STATE/COUNTY-  IL/MACON
 KB1356  USGS QUAD   -  MACON WEST (1982)
 KB1356
 KB1356                         *CURRENT SURVEY CONTROL
 KB1356  ___________________________________________________________________
 KB1356* NAD 83(1997)-  39 41 04.58494(N)    089 07 06.92517(W)     ADJUSTED  
 KB1356* NAVD 88     -       190.1    (meters)     624.     (feet)  VERTCON   
 KB1356  ___________________________________________________________________
 KB1356  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 KB1356  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB1356
 KB1356  HORZ ORDER  -  FIRST
 KB1356
 KB1356.The horizontal coordinates were established by classical geodetic methods
 KB1356.and adjusted by the National Geodetic Survey in October 1999..
 KB1356
 KB1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1356
 KB1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1356
 KB1356.The geoid height was determined by GEOID03.
 KB1356
 KB1356;                    North         East     Units Scale Factor Converg.
 KB1356;SPC IL E     -   335,277.366   232,637.680   MT  1.00003084   -0 30 05.2
 KB1356;SPC IL E     - 1,099,989.16    763,245.46   sFT  1.00003084   -0 30 05.2
 KB1356;SPC IL W     -   335,496.374   789,905.329   MT  1.00004065   +0 40 09.5
 KB1356;SPC IL W     - 1,100,707.69  2,591,547.73   sFT  1.00004065   +0 40 09.5
 KB1356;UTM  16      - 4,394,898.041   318,320.784   MT  1.00000638   -1 21 11.6
 KB1356
 KB1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1356!SPC IL E     -   0.99997526  x   1.00003084  =   1.00000610
 KB1356!SPC IL W     -   0.99997526  x   1.00004065  =   1.00001591
 KB1356!UTM  16      -   0.99997526  x   1.00000638  =   0.99998164
 KB1356
 KB1356|---------------------------------------------------------------------|
 KB1356| PID    Reference Object                     Distance      Geod. Az  |
 KB1356|                                                           dddmmss.s |
 KB1356| CI6734 BLUE MOUND RM 1                      24.078 METERS 14141     |
 KB1356| CI6735 BLUE MOUND RM 2                      20.725 METERS 20824     |
 KB1356| KB1360 BLUE MOUND AZ MK                    APPROX. 0.7 KM 3420418.5 |
 KB1356|---------------------------------------------------------------------|
 KB1356
 KB1356                          SUPERSEDED SURVEY CONTROL
 KB1356
 KB1356  NAD 83(1986)-  39 41 04.59396(N)    089 07 06.90932(W) AD(       ) 1
 KB1356  NAD 27      -  39 41 04.44931(N)    089 07 06.61942(W) AD(       ) 1
 KB1356  NGVD 29 (07/19/86)  190.2    (m)          624.     (f) VERT ANG       
 KB1356
 KB1356.Superseded values are not recommended for survey control.
 KB1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1356.See file dsdata.txt to determine how the superseded data were derived.
 KB1356
 KB1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1832194898(NAD 83)
 KB1356_MARKER: DS = TRIANGULATION STATION DISK
 KB1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1356_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1356_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1356+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 KB1356
 KB1356  HISTORY     - Date     Condition        Report By
 KB1356  HISTORY     - 1976     MONUMENTED       NGS
 KB1356  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1356  HISTORY     - 20040415 GOOD             CHAST
 KB1356
 KB1356                          STATION DESCRIPTION
 KB1356
 KB1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1356'THE STATION IS LOCATED 6-1/2 MILES WEST-SOUTHWEST OF MACON, 7
 KB1356'MILES NORTHWEST OF MOWEAQUA, 5 MILES NORTHEAST OF STONINGTON, 1
 KB1356'MILE SOUTH OF BLUE MOUND, IN THE SOUTHWEST 1/4 OF SECTION 5, T14N,
 KB1356'R1E, AND ON PROPERTY OWNED BY MR. JAMES GOFFINET, WHOSE ADDRESS IS
 KB1356'ROUTE 1, BOX 95, BLUE MOUND, ILLINOIS.
 KB1356'
 KB1356'TO REACH THE STATION FROM THE POST OFFICE IN BLUE MOUND, GO EAST
 KB1356'ON NILES STREET FOR 0.15 MILE TO THE JUNCTION OF LEWIS STREET.  TURN
 KB1356'RIGHT AND GO SOUTH ON LEWIS STREET FOR 0.3 MILE TO THE BLUE MOUND
 KB1356'HIGH SCHOOL ON THE RIGHT, CONTINUE SOUTH ON LEWIS STREET FOR 0.35
 KB1356'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON LEWIS
 KB1356'STREET FOR 0.4 MILE TO A PAVED CROSSROAD AND MR. GOFFINETS HOME IN
 KB1356'THE NORTHEAST QUADRANT OF THE INTERSECTION.  TURN LEFT AND GO
 KB1356'EAST ON THE PAVED ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 KB1356'
 KB1356'THE STATION MARKS ARE STANDARD DISKS STAMPED BLUE MOUND
 KB1356'1975.  THE SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 KB1356'MONUMENT, 14 INCHES IN DIAMETER AND 18 INCHES BELOW THE GROUND
 KB1356'SURFACE.  IT IS 70.5 FEET NORTH-NORTHEAST OF POWER LINE POLE
 KB1356'NUMBER 344, 69.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND
 KB1356'43 FEET NORTH OF THE CENTER OF A PAVED ROAD.  THE UNDERGROUND
 KB1356'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE, 42
 KB1356'INCHES BELOW THE GROUND SURFACE.
 KB1356'
 KB1356'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUE MOUND NO 1 1975
 KB1356'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KB1356'FLUSH WITH THE GROUND SURFACE.  IT IS 81.4 FEET EAST OF A METAL
 KB1356'WITNESS POST, 81.3 FEET EAST OF POWER LINE POLE NUMBER 344 AND
 KB1356'22 FEET SOUTH OF THE CENTER OF THE PAVED ROAD.
 KB1356'
 KB1356'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUE MOUND NO 2 1975
 KB1356'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KB1356'IS FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET SOUTH OF THE
 KB1356'CENTER OF THE PAVED ROAD, 2.6 FEET NORTHWEST OF POWER LINE POLE
 KB1356'NUMBER 344 AND 2.1 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 KB1356'
 KB1356'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BLUE
 KB1356'MOUND AZ 1975 IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1356'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET
 KB1356'EAST OF THE CENTER OF LEWIS STREET, 2.4 FEET SOUTH-SOUTHEAST OF
 KB1356'A METAL WITNESS POST AND 2.1 FEET SOUTH OF POWER LINE POLE NUMBER
 KB1356'371.
 KB1356'
 KB1356'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
 KB1356
 KB1356                          STATION RECOVERY (2000)
 KB1356
 KB1356'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1356'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1356'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB1356'
 KB1356
 KB1356                          STATION RECOVERY (2004)
 KB1356
 KB1356'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JA)
 KB1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1360 ***********************************************************************
 KB1360  DESIGNATION -  BLUE MOUND AZ MK
 KB1360  PID         -  KB1360
 KB1360  STATE/COUNTY-  IL/MACON
 KB1360  USGS QUAD   -  MACON WEST (1982)
 KB1360
 KB1360                         *CURRENT SURVEY CONTROL
 KB1360  ___________________________________________________________________
 KB1360* NAD 83(1997)-  39 41 25.39226(N)    089 07 15.63875(W)     ADJUSTED  
 KB1360* NAVD 88     -       188.1    (meters)     617.     (feet)  GPS OBS   
 KB1360  ___________________________________________________________________
 KB1360  X           -      75,397.064 (meters)                     COMP
 KB1360  Y           -  -4,914,274.797 (meters)                     COMP
 KB1360  Z           -   4,051,691.194 (meters)                     COMP
 KB1360  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KB1360  ELLIP HEIGHT-         155.66  (meters)          (02/03/05) GPS OBS
 KB1360  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB1360
 KB1360  HORZ ORDER  -  FIRST
 KB1360  ELLP ORDER  -  FOURTH    CLASS II
 KB1360
 KB1360.The horizontal coordinates were established by GPS observations
 KB1360.and adjusted by the National Geodetic Survey in March 2003..
 KB1360
 KB1360.The orthometric height was determined by GPS observations and a
 KB1360.high-resolution geoid model.
 KB1360
 KB1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1360
 KB1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1360
 KB1360.The ellipsoidal height was determined by GPS observations
 KB1360.and is referenced to NAD 83.
 KB1360
 KB1360.The geoid height was determined by GEOID03.
 KB1360
 KB1360;                    North         East     Units Scale Factor Converg.
 KB1360;SPC IL E     -   335,920.906   232,435.677   MT  1.00003118   -0 30 11.0
 KB1360;SPC IL E     - 1,102,100.51    762,582.72   sFT  1.00003118   -0 30 11.0
 KB1360;SPC IL W     -   336,135.658   789,690.217   MT  1.00004018   +0 40 04.2
 KB1360;SPC IL W     - 1,102,805.07  2,590,841.99   sFT  1.00004018   +0 40 04.2
 KB1360;UTM  16      - 4,395,544.497   318,128.376   MT  1.00000725   -1 21 17.7
 KB1360
 KB1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1360!SPC IL E     -   0.99997558  x   1.00003118  =   1.00000676
 KB1360!SPC IL W     -   0.99997558  x   1.00004018  =   1.00001576
 KB1360!UTM  16      -   0.99997558  x   1.00000725  =   0.99998283
 KB1360
 KB1360:                Primary Azimuth Mark                     Grid Az
 KB1360:SPC IL E     -  BLUE MOUND                               162 34 23.9
 KB1360:SPC IL W     -  BLUE MOUND                               161 24 08.7
 KB1360:UTM  16      -  BLUE MOUND                               163 25 30.6
 KB1360
 KB1360|---------------------------------------------------------------------|
 KB1360| PID    Reference Object                     Distance      Geod. Az  |
 KB1360|                                                           dddmmss.s |
 KB1360| KB1356 BLUE MOUND                          APPROX. 0.7 KM 1620412.9 |
 KB1360| KB1359 BLUE MOUND AZ A PT 1976               5.149 METERS 20910     |
 KB1360|---------------------------------------------------------------------|
 KB1360
 KB1360                          SUPERSEDED SURVEY CONTROL
 KB1360
 KB1360  ELLIP H (03/14/03)  155.67   (m)                       GP(       ) 3 2
 KB1360  NAD 83(1997)-  39 41 25.39258(N)    089 07 15.63905(W) AD(       ) 2
 KB1360  NAD 83(1986)-  39 41 25.40159(N)    089 07 15.62320(W) AD(       ) 2
 KB1360  NAD 27      -  39 41 25.25706(N)    089 07 15.33372(W) AD(       ) 2
 KB1360  NGVD 29 (07/19/86)  188.5    (m)          618.     (f) VERT ANG       
 KB1360
 KB1360.Superseded values are not recommended for survey control.
 KB1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1360.See file dsdata.txt to determine how the superseded data were derived.
 KB1360
 KB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1812895544(NAD 83)
 KB1360_MARKER: DR = REFERENCE MARK DISK
 KB1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1360_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1360+STABILITY: SURFACE MOTION
 KB1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1360+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 KB1360
 KB1360  HISTORY     - Date     Condition        Report By
 KB1360  HISTORY     - 1976     MONUMENTED       NGS
 KB1360  HISTORY     - 20000803 GOOD             CMT
 KB1360  HISTORY     - 20021108 GOOD             ILDT
 KB1360  HISTORY     - 20040415 GOOD             CHAST
 KB1360
 KB1360                          STATION DESCRIPTION
 KB1360
 KB1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1360'THE STATION IS LOCATED 6 MILES WEST-SOUTHWEST OF MACON, 7 MILES
 KB1360'NORTHWEST OF MOWEAQUA, 1/2 MILE SOUTH OF BLUE MOUND AND ON THE
 KB1360'ROAD RIGHT-OF-WAY.
 KB1360'
 KB1360'THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED BLUE MOUND AZ
 KB1360'1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KB1360'IS FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET EAST OF THE CENTER
 KB1360'OF LEWIS STREET, 2.4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST
 KB1360'AND 2.1 FEET SOUTH OF POWER LINE POLE NUMBER 371.
 KB1360'
 KB1360'FOR ROUTE TO REACH STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1360'STATION BLUE MOUND.
 KB1360'
 KB1360'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLUE MOUND,
 KB1360'DISTANCE BEING 674.490 METERS NORTH-NORTHWEST OF TRIANGULATION
 KB1360'STATION BLUE MOUND.
 KB1360
 KB1360                          STATION RECOVERY (2000)
 KB1360
 KB1360'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM)
 KB1360'RECOVERED IN GOOD CONDITION.
 KB1360
 KB1360                          STATION RECOVERY (2002)
 KB1360
 KB1360'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (TA)
 KB1360'PLEASANT VIEW ROAD
 KB1360'
 KB1360
 KB1360                          STATION RECOVERY (2004)
 KB1360
 KB1360'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JA)
 KB1360'THE DISK HAS BEEN HIT BY A MOWER BUT SEEMS INTACK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1374 ***********************************************************************
 KB1374  DESIGNATION -  BLUE MOUND N MUN TANK
 KB1374  PID         -  KB1374
 KB1374  STATE/COUNTY-  IL/MACON
 KB1374  USGS QUAD   -  STONINGTON (1982)
 KB1374
 KB1374                         *CURRENT SURVEY CONTROL
 KB1374  ___________________________________________________________________
 KB1374* NAD 83(1997)-  39 42 01.80382(N)    089 07 31.98695(W)     ADJUSTED  
 KB1374* NAVD 88     -                                                        
 KB1374  ___________________________________________________________________
 KB1374  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 KB1374  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KB1374
 KB1374  HORZ ORDER  -  THIRD
 KB1374
 KB1374.The horizontal coordinates were established by classical geodetic methods
 KB1374.and adjusted by the National Geodetic Survey in October 1999..
 KB1374
 KB1374
 KB1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1374
 KB1374.The geoid height was determined by GEOID03.
 KB1374
 KB1374;                    North         East     Units Scale Factor Converg.
 KB1374;SPC IL E     -   337,047.309   232,056.065   MT  1.00003181   -0 30 21.8
 KB1374;SPC IL E     - 1,105,796.05    761,337.27   sFT  1.00003181   -0 30 21.8
 KB1374;SPC IL W     -   337,254.077   789,287.660   MT  1.00003929   +0 39 54.3
 KB1374;SPC IL W     - 1,106,474.42  2,589,521.26   sFT  1.00003929   +0 39 54.3
 KB1374;UTM  16      - 4,396,676.393   317,765.562   MT  1.00000887   -1 21 29.2
 KB1374
 KB1374                          SUPERSEDED SURVEY CONTROL
 KB1374
 KB1374  NAD 83(1986)-  39 42 01.81225(N)    089 07 31.97080(W) AD(       ) 4
 KB1374  NAD 27      -  39 42 01.67124(N)    089 07 31.68385(W) AD(       ) 3
 KB1374
 KB1374.Superseded values are not recommended for survey control.
 KB1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1374.See file dsdata.txt to determine how the superseded data were derived.
 KB1374
 KB1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1776696676(NAD 83)
 KB1374_MARKER: 53 = ELEVATED TANK
 KB1374
 KB1374  HISTORY     - Date     Condition        Report By
 KB1374  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1374
 KB1374                          STATION DESCRIPTION
 KB1374
 KB1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1374'BLUE MOUND, BLUE MOUND N WATER TANK, IS A 4-LEGGED STEEL STRUCTURE,
 KB1374'PAINTED BLUE, WITH AN ELIPSOIDAL TOP AND AN OVERALL HEIGHT OF ABOUT
 KB1374'150 FEET.
 KB1374'
 KB1374'THE TANK IS LOCATED IN THE NORTH EDGE OF BLUE MOUND.
 KB1374'
 KB1374'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1357 ***********************************************************************
 KB1357  DESIGNATION -  BLUE MOUND S MUN TANK
 KB1357  PID         -  KB1357
 KB1357  STATE/COUNTY-  IL/MACON
 KB1357  USGS QUAD   -  MACON WEST (1982)
 KB1357
 KB1357                         *CURRENT SURVEY CONTROL
 KB1357  ___________________________________________________________________
 KB1357* NAD 83(1997)-  39 41 38.10012(N)    089 07 10.37411(W)     ADJUSTED  
 KB1357* NAVD 88     -                                                        
 KB1357  ___________________________________________________________________
 KB1357  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 KB1357  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB1357
 KB1357  HORZ ORDER  -  THIRD
 KB1357
 KB1357.The horizontal coordinates were established by classical geodetic methods
 KB1357.and adjusted by the National Geodetic Survey in October 1999..
 KB1357
 KB1357
 KB1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1357
 KB1357.The geoid height was determined by GEOID03.
 KB1357
 KB1357;                    North         East     Units Scale Factor Converg.
 KB1357;SPC IL E     -   336,311.730   232,564.554   MT  1.00003096   -0 30 07.8
 KB1357;SPC IL E     - 1,103,382.73    763,005.54   sFT  1.00003096   -0 30 07.8
 KB1357;SPC IL W     -   336,529.038   789,811.081   MT  1.00004045   +0 40 07.8
 KB1357;SPC IL W     - 1,104,095.69  2,591,238.52   sFT  1.00004045   +0 40 07.8
 KB1357;UTM  16      - 4,395,933.352   318,263.045   MT  1.00000664   -1 21 14.7
 KB1357
 KB1357                          SUPERSEDED SURVEY CONTROL
 KB1357
 KB1357  NAD 83(1986)-  39 41 38.10910(N)    089 07 10.35828(W) AD(       ) 4
 KB1357  NAD 27      -  39 41 37.96645(N)    089 07 10.06970(W) AD(       ) 3
 KB1357
 KB1357.Superseded values are not recommended for survey control.
 KB1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1357.See file dsdata.txt to determine how the superseded data were derived.
 KB1357
 KB1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1826395933(NAD 83)
 KB1357_MARKER: 53 = ELEVATED TANK
 KB1357
 KB1357  HISTORY     - Date     Condition        Report By
 KB1357  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1357
 KB1357                          STATION DESCRIPTION
 KB1357
 KB1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1357'THE BLUE MOUND SOUTH MUNICIPAL WATER TANK IS LOCATED AT THE
 KB1357'SOUTHEAST EDGE OF THE SMALL TOWN OF BLUE MOUND.  IT IS 115 FEET
 KB1357'HIGH, VERY LIGHT BLUE IN COLOR, WITH BLACK LETTERING BLUE MOUND
 KB1357'ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0605 ***********************************************************************
 LC0605  DESIGNATION -  BLUE RM 1
 LC0605  PID         -  LC0605
 LC0605  STATE/COUNTY-  IL/PIATT
 LC0605  USGS QUAD   -  BELLFLOWER (1983)
 LC0605
 LC0605                         *CURRENT SURVEY CONTROL
 LC0605  ___________________________________________________________________
 LC0605* NAD 83(1986)-  40 15 08.     (N)    088 35 03.     (W)     SCALED    
 LC0605* NAVD 88     -       221.102  (meters)     725.40   (feet)  ADJUSTED  
 LC0605  ___________________________________________________________________
 LC0605  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0605  DYNAMIC HT  -         220.995 (meters)     725.05  (feet)  COMP
 LC0605  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 LC0605
 LC0605  VERT ORDER  -  SECOND    CLASS 0
 LC0605
 LC0605.The horizontal coordinates were scaled from a topographic map and have
 LC0605.an estimated accuracy of +/- 6 seconds.
 LC0605
 LC0605.The orthometric height was determined by differential leveling
 LC0605.and adjusted by the National Geodetic Survey in June 1991..
 LC0605
 LC0605.The geoid height was determined by GEOID03.
 LC0605
 LC0605.The dynamic height is computed by dividing the NAVD 88
 LC0605.geopotential number by the normal gravity value computed on the
 LC0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0605.degrees latitude (g = 980.6199 gals.).
 LC0605
 LC0605.The modeled gravity was interpolated from observed gravity values.
 LC0605
 LC0605;                    North         East    Units  Estimated Accuracy
 LC0605;SPC IL E     -   398,040.      278,660.      MT  (+/- 180 meters Scaled)
 LC0605
 LC0605                          SUPERSEDED SURVEY CONTROL
 LC0605
 LC0605  NGVD 29 (??/??/92)  221.143  (m)          725.53   (f) ADJ UNCH    2 0
 LC0605
 LC0605.Superseded values are not recommended for survey control.
 LC0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0605.See file dsdata.txt to determine how the superseded data were derived.
 LC0605
 LC0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK652569(NAD 83)
 LC0605_MARKER: DR = REFERENCE MARK DISK
 LC0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0605_STAMPING: BLUE NO 1 1959
 LC0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0605+STABILITY: SURFACE MOTION
 LC0605
 LC0605  HISTORY     - Date     Condition        Report By
 LC0605  HISTORY     - 1959     MONUMENTED       CGS
 LC0605
 LC0605                          STATION DESCRIPTION
 LC0605
 LC0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0605'4.9 MI E FROM FARMER CITY.
 LC0605'ABOUT 2.4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0605'THE STATION AT FARMER CITY, THENCE 1.15 MILES NORTH ALONG A GRAVEL
 LC0605'ROAD, THENCE 1.35 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE
 LC0605'EAST OF A FARM HOUSE SOUTH OF THE ROAD, 23 FEET SOUTH OF THE
 LC0605'CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 43.5 FEET EAST
 LC0605'OF A T-FENCE CORNER, 74 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 LC0605'THE WEST END OF A BOARD GATE, 81 FEET SOUTHWEST OF THE THIRD
 LC0605'TELEPHONE POLE EAST OF THE FARM HOUSE, 55.3 FEET EAST OF
 LC0605'TRIANGULATION STATION BLUE, 55.4 FEET EAST OF A METAL WITNESS
 LC0605'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP
 LC0605'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0603 ***********************************************************************
 LC0603  DESIGNATION -  BLUE RM 2
 LC0603  PID         -  LC0603
 LC0603  STATE/COUNTY-  IL/PIATT
 LC0603  USGS QUAD   -  BELLFLOWER (1983)
 LC0603
 LC0603                         *CURRENT SURVEY CONTROL
 LC0603  ___________________________________________________________________
 LC0603* NAD 83(1986)-  40 15 08.     (N)    088 35 03.     (W)     SCALED    
 LC0603* NAVD 88     -       221.314  (meters)     726.09   (feet)  ADJUSTED  
 LC0603  ___________________________________________________________________
 LC0603  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0603  DYNAMIC HT  -         221.207 (meters)     725.74  (feet)  COMP
 LC0603  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 LC0603
 LC0603  VERT ORDER  -  SECOND    CLASS 0
 LC0603
 LC0603.The horizontal coordinates were scaled from a topographic map and have
 LC0603.an estimated accuracy of +/- 6 seconds.
 LC0603
 LC0603.The orthometric height was determined by differential leveling
 LC0603.and adjusted by the National Geodetic Survey in June 1991..
 LC0603
 LC0603.The geoid height was determined by GEOID03.
 LC0603
 LC0603.The dynamic height is computed by dividing the NAVD 88
 LC0603.geopotential number by the normal gravity value computed on the
 LC0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0603.degrees latitude (g = 980.6199 gals.).
 LC0603
 LC0603.The modeled gravity was interpolated from observed gravity values.
 LC0603
 LC0603;                    North         East    Units  Estimated Accuracy
 LC0603;SPC IL E     -   398,040.      278,660.      MT  (+/- 180 meters Scaled)
 LC0603
 LC0603                          SUPERSEDED SURVEY CONTROL
 LC0603
 LC0603  NGVD 29 (??/??/92)  221.356  (m)          726.23   (f) ADJ UNCH    2 0
 LC0603
 LC0603.Superseded values are not recommended for survey control.
 LC0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0603.See file dsdata.txt to determine how the superseded data were derived.
 LC0603
 LC0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK652569(NAD 83)
 LC0603_MARKER: DR = REFERENCE MARK DISK
 LC0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0603_STAMPING: BLUE NO 2 1959
 LC0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0603+STABILITY: SURFACE MOTION
 LC0603
 LC0603  HISTORY     - Date     Condition        Report By
 LC0603  HISTORY     - 1959     MONUMENTED       CGS
 LC0603
 LC0603                          STATION DESCRIPTION
 LC0603
 LC0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0603'4.9 MI E FROM FARMER CITY.
 LC0603'ABOUT 2.4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0603'THE STATION AT FARMER CITY, THENCE 1.15 MILES NORTH ALONG A GRAVEL
 LC0603'ROAD, THENCE 1.35 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE
 LC0603'EAST OF A FARM HOUSE SOUTH OF THE ROAD, 22 FEET NORTH OF THE
 LC0603'CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 57 1/2 FEET
 LC0603'NORTHEAST OF A T-FENCE CORNER, 16 FEET WEST OF THE WEST END OF A
 LC0603'BOARD GATE, 140 FEET EAST OF THE THIRD TELEPHONE POLE EAST OF THE
 LC0603'FARM HOUSE, 49.2 FEET NORTH-NORTHWEST OF TRIANGULATION STATION BLUE,
 LC0603'51.2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LC0603'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1613 ***********************************************************************
 LC1613  DESIGNATION -  BLUE RM 3
 LC1613  PID         -  LC1613
 LC1613  STATE/COUNTY-  IL/PIATT
 LC1613  USGS QUAD   -  BELLFLOWER (1983)
 LC1613
 LC1613                         *CURRENT SURVEY CONTROL
 LC1613  ___________________________________________________________________
 LC1613* NAD 83(1986)-  40 15 09.     (N)    088 34 42.     (W)     SCALED    
 LC1613* NAVD 88     -       221.12   (meters)     725.5    (feet)  RESET     
 LC1613  ___________________________________________________________________
 LC1613  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC1613
 LC1613  VERT ORDER  -  THIRD
 LC1613
 LC1613.The horizontal coordinates were scaled from a topographic map and have
 LC1613.an estimated accuracy of +/- 6 seconds.
 LC1613
 LC1613.The orthometric height was computed from unverified reset data.
 LC1613.No vertical observational check was made to the station.
 LC1613
 LC1613.The geoid height was determined by GEOID03.
 LC1613
 LC1613;                    North         East    Units  Estimated Accuracy
 LC1613;SPC IL E     -   398,070.      279,160.      MT  (+/- 180 meters Scaled)
 LC1613
 LC1613                          SUPERSEDED SURVEY CONTROL
 LC1613
 LC1613  NGVD 29 (03/28/06)  221.16   (m)          725.6    (f) RESET       3  
 LC1613
 LC1613.Superseded values are not recommended for survey control.
 LC1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1613.See file dsdata.txt to determine how the superseded data were derived.
 LC1613
 LC1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK657569(NAD 83)
 LC1613_MARKER: DR = REFERENCE MARK DISK
 LC1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1613_STAMPING: BLUE 1959 NO 3 1978
 LC1613_PROJECTION: RECESSED 3 CENTIMETERS
 LC1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1613+STABILITY: SURFACE MOTION
 LC1613
 LC1613  HISTORY     - Date     Condition        Report By
 LC1613  HISTORY     - 1978     MONUMENTED       NGS
 LC1613
 LC1613                          STATION DESCRIPTION
 LC1613
 LC1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LC1613'3.0 MI ENE FROM FARMER CITY.
 LC1613'0.85 MILE NORTHERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION WITH U.S.
 LC1613'HIGHWAY 150 IN FARMER CITY, THENCE 0.2 MILE EAST TO A T-ROAD, THENCE
 LC1613'1.35 MILE EAST AND NORTHEAST ALONG PAVED ROAD, 25 FEET SOUTH OF CENTER
 LC1613'LINE OF ROAD, 46 FEET NORTHEAST OF FENCE CORNER POST.
 LC1613'THE MARK IS 55 FT  E FROM A WITNESS POST.
 LC1613'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0169 ***********************************************************************
 JC0169  DESIGNATION -  BLUFF
 JC0169  PID         -  JC0169
 JC0169  STATE/COUNTY-  IL/ST CLAIR
 JC0169  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0169
 JC0169                         *CURRENT SURVEY CONTROL
 JC0169  ___________________________________________________________________
 JC0169* NAD 83(1997)-  38 36 29.72966(N)    090 02 42.94722(W)     ADJUSTED  
 JC0169* NAVD 88     -       182.825  (meters)     599.82   (feet)  ADJUSTED  
 JC0169  ___________________________________________________________________
 JC0169  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 JC0169  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC0169  DYNAMIC HT  -         182.709 (meters)     599.44  (feet)  COMP
 JC0169  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JC0169
 JC0169  HORZ ORDER  -  SECOND
 JC0169  VERT ORDER  -  SECOND    CLASS 0
 JC0169
 JC0169.The horizontal coordinates were established by classical geodetic methods
 JC0169.and adjusted by the National Geodetic Survey in October 1999..
 JC0169
 JC0169.The orthometric height was determined by differential leveling
 JC0169.and adjusted by the National Geodetic Survey in June 1991..
 JC0169
 JC0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0169
 JC0169.The geoid height was determined by GEOID03.
 JC0169
 JC0169.The dynamic height is computed by dividing the NAVD 88
 JC0169.geopotential number by the normal gravity value computed on the
 JC0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0169.degrees latitude (g = 980.6199 gals.).
 JC0169
 JC0169.The modeled gravity was interpolated from observed gravity values.
 JC0169
 JC0169;                    North         East     Units Scale Factor Converg.
 JC0169;SPC IL W     -   215,490.894   710,573.877   MT  0.99994255   +0 04 32.7
 JC0169;SPC IL W     -   706,989.71  2,331,274.46   sFT  0.99994255   +0 04 32.7
 JC0169;UTM  15      - 4,277,447.729   757,286.155   MT  1.00041526   +1 50 41.1
 JC0169;UTM  16      - 4,277,705.562   234,829.566   MT  1.00046600   -1 54 04.8
 JC0169
 JC0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0169!SPC IL W     -   0.99997616  x   0.99994255  =   0.99991871
 JC0169!UTM  15      -   0.99997616  x   1.00041526  =   1.00039141
 JC0169!UTM  16      -   0.99997616  x   1.00046600  =   1.00044214
 JC0169
 JC0169|---------------------------------------------------------------------|
 JC0169| PID    Reference Object                     Distance      Geod. Az  |
 JC0169|                                                           dddmmss.s |
 JC0169| JC0168 BLUFF RM 1                           29.960 METERS 16920     |
 JC0169| CI3034 BLUFF AZ MK                                        1701523.5 |
 JC0169| JC0170 BLUFF RM 2                           27.663 METERS 35214     |
 JC0169|---------------------------------------------------------------------|
 JC0169
 JC0169                          SUPERSEDED SURVEY CONTROL
 JC0169
 JC0169  NAD 83(1986)-  38 36 29.74624(N)    090 02 42.93990(W) AD(       ) 2
 JC0169  NAD 27      -  38 36 29.56240(N)    090 02 42.56326(W) AD(       ) 2
 JC0169  NGVD 29 (??/??/92)  182.934  (m)          600.18   (f) ADJ UNCH    2 0
 JC0169
 JC0169.Superseded values are not recommended for survey control.
 JC0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0169.See file dsdata.txt to determine how the superseded data were derived.
 JC0169
 JC0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5728677448(NAD 83)
 JC0169_MARKER: DE = TRAVERSE STATION DISK
 JC0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0169_STAMPING: BLUFF 1961
 JC0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0169+STABILITY: SURFACE MOTION
 JC0169
 JC0169  HISTORY     - Date     Condition        Report By
 JC0169  HISTORY     - 1961     MONUMENTED       CGS
 JC0169  HISTORY     - 1961     GOOD             CGS
 JC0169
 JC0169                          STATION DESCRIPTION
 JC0169
 JC0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JC0169'THE STATION IS LOCATED ABOUT 6 MILES EAST OF EAST ST LOUIS,
 JC0169'ABOUT 3/4 MILE NORTH OF FRENCH VILLAGE, ABOUT 3/4 MILE SOUTH OF
 JC0169'BUNKUM, 0.15 MILE EAST OF STATE HIGHWAY 157 AND IS ON THE
 JC0169'HIGHEST PART OF A TIMBERED RIDGE.
 JC0169'
 JC0169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JC0169'STATE HIGHWAY 157 AT THE WEST EDGE OF FRENCH VILLAGE.  GO
 JC0169'NORTHERLY ON STATE HIGHWAY 157 FOR 0.7 MILE TO SIDE STREET
 JC0169'RIGHT, TURN RIGHT, GO UP STEEP GRADE (HARVEY LANE) FOR 0.1
 JC0169'MILE, CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 0.05 MILE TO
 JC0169'THE STATION ON THE LEFT AS DESCRIBED.
 JC0169'
 JC0169'THE STATION IS A STANDARD TRAVERSE DISK SET IN TOP OF A 12
 JC0169'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS
 JC0169'STAMPED BLUFF 1961.  THE MARK IS 35 FEET NORTH OF CENTER
 JC0169'OF TRACK ROAD, 24 FEET NORTHWEST OF TRIANGLE-BLAZED TREE AND
 JC0169'5.4 FEET NORTH OF WITNESS POST.
 JC0169'
 JC0169'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN TOP
 JC0169'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 JC0169'INCHES AND IS STAMPED BLUFF NO 1 1961.  THE MARK 95.8 FEET
 JC0169'NORTH-NORTHWEST OF WITNESS POST, 27 FEET NORTH OF A LARGE
 JC0169'TREE AND 11 FEET EAST-SOUTHEAST OF A LARGE TREE.
 JC0169'
 JC0169'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK SET IN TOP
 JC0169'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 JC0169'INCHES AND IS STAMPED BLUFF NO 2 1961.  THE MARK IS 93.3 FEET
 JC0169'SOUTH-SOUTHEAST OF WITNESS POST, 85 FEET WEST OF THE NORTHWEST
 JC0169'CORNER OF OLD HOUSE AND 55 FEET SOUTH-SOUTHEAST OF CENTER OF
 JC0169'TRACK ROAD.
 JC0169'
 JC0169'AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN TOP OF A 12
 JC0169'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH AND THE DISK
 JC0169'IS STAMPED BLUFF 1961.  THE MARK IS 22 FEET NORTH OF CENTER OF
 JC0169'ROAD, 12 FEET NORTHWEST OF POWER LINE POLE, 6 FEET EAST OF
 JC0169'THE EAST END OF A WHITE BOARD FENCE, 1.3 FEET EAST OF WITNESS
 JC0169'POST AND 0.5 FOOT SOUTH OF FENCE.
 JC0169'
 JC0169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 JC0169'HARVEY LANE FOR 0.15 MILE TO STATE HIGHWAY 157, TURN LEFT, GO
 JC0169'SOUTH FOR 0.25 MILE TO HILLSIDE AVENUE ON LEFT, TURN LEFT, GO
 JC0169'EASTERLY ON HILLSIDE AVENUE FOR 0.25 MILE TO T ROAD, TURN
 JC0169'LEFT AND FOLLOW PONTIAC ROAD NORTH AND EAST FOR 0.5 MILE A
 JC0169'METHODIST CHURCH ON RIGHT AND THE AZIMUTH MARK ON LEFT,
 JC0169'NORTH SIDE OF STREET AS DESCRIBED.
 JC0169'
 JC0169'HEIGHT OF LIGHT ABOVE STATION MARK 30.12 METERS.
 JC0169
 JC0169                          STATION RECOVERY (1961)
 JC0169
 JC0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JC0169'1 MI NE FROM FRENCH VILLAGE.
 JC0169'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 157 FROM ITS
 JC0169'JUNCTION WITH U.S. HIGHWAY 50 IN FRENCH VILLAGE, THENCE 0.25
 JC0169'MILE EAST ALONG AN ASPHALT PAVED DRIVE, THENCE ABOUT 100 YARDS
 JC0169'EAST ALONG A NARROW DIRT DRIVE TO THE TOP OF A HILL, 35 FEET
 JC0169'NORTH OF THE CENTER LINE OF THE DIRT DRIVE AT THE APPROXIMATE
 JC0169'CENTER OF A CURVE IN THE DRIVE TO THE SOUTH, 174 FEET EAST OF
 JC0169'THE CENTER OF THE JUNCTION OF THE ASPHALT PAVED DRIVE AND THE
 JC0169'DIRT DRIVE, 43 FEET NORTH OF A TRIANGLE BLAZED OAK TREE, 28
 JC0169'FEET SOUTHEAST OF A 24 INCH ASH TREE, 5.4 FEET NORTH OF A METAL
 JC0169'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE DRIVE, AND
 JC0169'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0736 ***********************************************************************
 LD0736  DESIGNATION -  BLUFF CITY
 LD0736  PID         -  LD0736
 LD0736  STATE/COUNTY-  IL/FULTON
 LD0736  USGS QUAD   -  BATH (1981)
 LD0736
 LD0736                         *CURRENT SURVEY CONTROL
 LD0736  ___________________________________________________________________
 LD0736* NAD 83(1997)-  40 11 18.87555(N)    090 12 49.27250(W)     ADJUSTED  
 LD0736* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 LD0736  ___________________________________________________________________
 LD0736  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LD0736  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LD0736
 LD0736  HORZ ORDER  -  FIRST
 LD0736
 LD0736.The horizontal coordinates were established by classical geodetic methods
 LD0736.and adjusted by the National Geodetic Survey in October 1999..
 LD0736
 LD0736.The orthometric height was scaled from a topographic map.
 LD0736
 LD0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0736
 LD0736.The geoid height was determined by GEOID03.
 LD0736
 LD0736;                    North         East     Units Scale Factor Converg.
 LD0736;SPC IL W     -   390,926.495   695,996.072   MT  0.99994137   -0 01 49.2
 LD0736;SPC IL W     - 1,282,564.68  2,283,447.11   sFT  0.99994137   -0 01 49.2
 LD0736;UTM  15      - 4,452,411.137   737,199.123   MT  1.00029266   +1 47 55.9
 LD0736
 LD0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0736!SPC IL W     -   0.99997538  x   0.99994137  =   0.99991675
 LD0736!UTM  15      -   0.99997538  x   1.00029266  =   1.00026803
 LD0736
 LD0736:                Primary Azimuth Mark                     Grid Az
 LD0736:SPC IL W     -  HAVANA MUNICIPAL STANDPIPE               046 37 43.9
 LD0736:UTM  15      -  HAVANA MUNICIPAL STANDPIPE               044 47 58.8
 LD0736
 LD0736|---------------------------------------------------------------------|
 LD0736| PID    Reference Object                     Distance      Geod. Az  |
 LD0736|                                                           dddmmss.s |
 LD0736| LD0728 HAVANA MUNICIPAL STANDPIPE          APPROX.18.1 KM 0463554.7 |
 LD0736| CL8905 BLUFF CITY RM 1                      77.352 METERS 06138     |
 LD0736| CL8904 BLUFF CITY AZ MK                                   1872718.2 |
 LD0736| CL8906 BLUFF CITY RM 2                      78.181 METERS 35805     |
 LD0736|---------------------------------------------------------------------|
 LD0736
 LD0736                          SUPERSEDED SURVEY CONTROL
 LD0736
 LD0736  NAD 83(1997)-  40 11 18.87993(N)    090 12 49.27625(W) AD(       ) 1
 LD0736  NAD 83(1986)-  40 11 18.88667(N)    090 12 49.26447(W) AD(       ) 1
 LD0736  NAD 27      -  40 11 18.72300(N)    090 12 48.82900(W) AD(       ) 1
 LD0736
 LD0736.Superseded values are not recommended for survey control.
 LD0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0736.See file dsdata.txt to determine how the superseded data were derived.
 LD0736
 LD0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE3719952411(NAD 83)
 LD0736_MARKER: Z = SEE DESCRIPTION
 LD0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0736_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0736
 LD0736  HISTORY     - Date     Condition        Report By
 LD0736  HISTORY     - 1903     MONUMENTED       IRC
 LD0736  HISTORY     - 1933     GOOD             CGS
 LD0736  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LD0736
 LD0736                          STATION DESCRIPTION
 LD0736
 LD0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LD0736'MARKED BY STONE AND PIPE.  LOCATED 1 MILE E OF THE VILLAGE
 LD0736'OF BLUFF CITY, IN A FIELD ABOUT 150 FEET W OF THE TOP EDGE
 LD0736'OF THE RIVER BLUFF, AND AT THE SUMMIT OF A SMALL CLAY KNOLL, 2,000
 LD0736'FEET NE OF THE FARMHOUSE OWNED BY WILLIAM FAREWELL AND OCCUPIED
 LD0736'BY VAL. FISHER, 1,610 FEET N AND 1,715 FEET E OF THE SW
 LD0736'CORNER OF SEC. 31, T. 3 N., R. 3 E., KERTON TOWNSHIP, FULTON
 LD0736'COUNTY, ILL.  A TOWER 25 FEET HIGH WAS BUILT OVER THIS POINT.
 LD0736'ESTABLISHED IN APRIL, 1903, BY ILLINOIS RIVER SURVEY.
 LD0736'
 LD0736'ORIGINAL DESCRIPTION IS SUFFICIENT, EXCEPT FARMHOUSE IS NOW
 LD0736'OWNED AND OCCUPIED BY MR. GRABLE.  MARK FOUND IN GOOD CONDITION
 LD0736'ABOUT 18 INCHES ABOVE THE SURFACE OF THE GROUND.
 LD0736'
 LD0736'TO REACH FROM HAVANA, CROSS THE ILLINOIS RIVER AND GO W ON
 LD0736'U.S. HIGHWAY 24 FOR ABOUT 4 MILES TO A T-ROAD S (RIVER ROAD).
 LD0736'TURN S ON THE RIVER ROAD AND FOLLOW IT TO BLUFF CITY, FROM
 LD0736'BLUFF CITY POST OFFICE GO E 1.0 MILE OR 0.15 MILE E OF MR.
 LD0736'GRABLES HOUSE ON N SIDE OF ROAD TO GATE ON N SIDE (OR ROAD
 LD0736'ENTERING PASTURE).  PASS THROUGH GATE AND GO 0.1 MILE TO
 LD0736'ANOTHER GATE ENTERING CORNFIELD.  PASS INTO CORNFIELD AND GO
 LD0736'E 0.1 MILE BETWEEN TWO LANDS TO HIGHEST POINT OF FIELD, AND
 LD0736'STATION 25 PACES S OF TRAIL.  NOTE--OPEN BOTH GATES BEFORE
 LD0736'TURNING NORTH OFF THE RIVER ROAD AS THERE IS A STEEP CLIMB
 LD0736'AND BRAKES WILL NOT HOLD AT SECOND GATE (ENTERING
 LD0736'CORNFIELD).
 LD0736
 LD0736                          STATION RECOVERY (1934)
 LD0736
 LD0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0736'STATION WAS ESTABLISHED BY THE ILLINOIS RIVER SURVEY IN 1903 AND
 LD0736'RE-MARKED BY C.A.S. IN 1934.  IT IS LOCATED ABOUT 1.2 MILES
 LD0736'NE OF THE POST OFFICE IN BLUFF CITY, ON THE HIGHEST POINT OF
 LD0736'THE BLUFF IN CULTIVATED FIELD ON LAND OWNED BY A MR. GRABLE WHO
 LD0736'LIVES 0.25 MILE W AND 0.1 MILE S OF THE STATION.  THE MARK IS 213
 LD0736'FEET S OF AN E-W FENCE LINE, ABOUT 26 PACES E OF THE LANE
 LD0736'BETWEEN TWO CULTIVATED FIELDS AND IS 12 INCHES BELOW THE
 LD0736'SURFACE.
 LD0736'
 LD0736'TO REACH THE STATION FROM BLUFF CITY, GO E FOR 1 MILE FROM
 LD0736'THE POST OFFICE TO A GATE ON THE N SIDE OF THE ROAD.  PASS
 LD0736'THROUGH GATE AND GO 0.1 MILE TO ANOTHER GATE ENTERING A CORNFIELD.
 LD0736'PASS INTO CORNFIELD AND GO 0.1 MILE E TO THE HIGHEST POINT
 LD0736'OF THE RIDGE AND THE STATION.
 LD0736'
 LD0736'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0736'BRONZE DISKS SET IN CONCRETE.
 LD0736'
 LD0736'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE E SLOPE OF
 LD0736'THE RIDGE AT THE N EDGE OF THE CULTIVATED FIELD, 0.5 FOOT
 LD0736'S OF THE FENCE LINE, AND PROJECTS 8 INCHES.  REFERENCE MARK
 LD0736'NO. 2 IS N OF THE STATION AT THE N EDGE OF THE CULTIVATED
 LD0736'FIELD, 0.5 FOOT S OF THE FENCE LINE, AND PROJECTS 9 INCHES.
 LD0736'THE DISTANCE BETWEEN REFERENCE MARKS IS 268.66 FEET.
 LD0736'
 LD0736'AZIMUTH MARK IS SE OF THE STATION, 13 FEET N OF THE CENTER
 LD0736'LINE OF THE ROAD, ABOUT 0.2 MILE W OF A HOUSE, 0.5 MILE S
 LD0736'OF AN E-W FENCE LINE, AND PROJECTS 6 INCHES.  TO REACH FROM
 LD0736'THE STATION, GO TO THE VILLAGE OF BLUFF CITY.  THENCE 0.3
 LD0736'MILE SE FROM THE E SIDE OF THE SQUARE TO A FORK.  TAKE RIGHT
 LD0736'FORK AND GO 1.1 MILES TO A T INTERSECTION.  GO E 0.6 MILE
 LD0736'TO THE MARK ON THE N SIDE OF THE ROAD.
 LD0736'
 LD0736'64-FOOT TOWER REQUIRED TO SEE ALL LINES.
 LD0736'
 LD0736'113-FOOT LIGHT AT KUHLMANN IS VISIBLE FROM GROUND.
 LD0736'
 LD0736'113-FOOT LIGHT AT CHANDLER IS VISIBLE FROM GROUND.
 LD0736'
 LD0736'113-FOOT LIGHT AT CHANDLERVILLE S BASE IS VISIBLE FROM GROUND.
 LD0736'
 LD0736'74-FOOT LIGHT AT SNICARTE (I.R.S., 1903) IS VISIBLE FROM GROUND.
 LD0736'
 LD0736'113-FOOT LIGHT AT HARDING IS VISIBLE FROM GROUND.
 LD0736'
 LD0736'100-FOOT LIGHT AT CHANDLERVILLE N BASE IS VISIBLE FROM GROUND.
 LD0736'
 LD0736'113-FOOT LIGHT AT KILBOURNE IS VISIBLE FROM GROUND.
 LD0736'
 LD0736'113-FOOT LIGHT AT SCHMOLDT IS VISIBLE 10 FEET ABOVE GROUND.
 LD0736'
 LD0736'113-FOOT LIGHT AT NELSON IS VISIBLE 40 FEET ABOVE GROUND.
 LD0736'
 LD0736'113-FOOT LIGHT AT HAVANA IS VISIBLE 50 FEET ABOVE GROUND.
 LD0736'
 LD0736'113-FOOT LIGHT AT ASTORIA IS VISIBLE 60 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0168 ***********************************************************************
 JC0168  DESIGNATION -  BLUFF RM 1
 JC0168  PID         -  JC0168
 JC0168  STATE/COUNTY-  IL/ST CLAIR
 JC0168  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0168
 JC0168                         *CURRENT SURVEY CONTROL
 JC0168  ___________________________________________________________________
 JC0168* NAD 83(1986)-  38 36 29.     (N)    090 02 42.     (W)     SCALED    
 JC0168* NAVD 88     -       181.275  (meters)     594.73   (feet)  ADJUSTED  
 JC0168  ___________________________________________________________________
 JC0168  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC0168  DYNAMIC HT  -         181.160 (meters)     594.36  (feet)  COMP
 JC0168  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JC0168
 JC0168  VERT ORDER  -  SECOND    CLASS 0
 JC0168
 JC0168.The horizontal coordinates were scaled from a topographic map and have
 JC0168.an estimated accuracy of +/- 6 seconds.
 JC0168
 JC0168.The orthometric height was determined by differential leveling
 JC0168.and adjusted by the National Geodetic Survey in June 1991..
 JC0168
 JC0168.The geoid height was determined by GEOID03.
 JC0168
 JC0168.The dynamic height is computed by dividing the NAVD 88
 JC0168.geopotential number by the normal gravity value computed on the
 JC0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0168.degrees latitude (g = 980.6199 gals.).
 JC0168
 JC0168.The modeled gravity was interpolated from observed gravity values.
 JC0168
 JC0168;                    North         East    Units  Estimated Accuracy
 JC0168;SPC IL W     -   215,470.      710,600.      MT  (+/- 180 meters Scaled)
 JC0168
 JC0168                          SUPERSEDED SURVEY CONTROL
 JC0168
 JC0168  NGVD 29 (??/??/92)  181.384  (m)          595.09   (f) ADJ UNCH    2 0
 JC0168
 JC0168.Superseded values are not recommended for survey control.
 JC0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0168.See file dsdata.txt to determine how the superseded data were derived.
 JC0168
 JC0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC573774(NAD 83)
 JC0168_MARKER: DR = REFERENCE MARK DISK
 JC0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0168_STAMPING: BLUFF NO 1 1961
 JC0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0168+STABILITY: SURFACE MOTION
 JC0168
 JC0168  HISTORY     - Date     Condition        Report By
 JC0168  HISTORY     - 1961     MONUMENTED       CGS
 JC0168
 JC0168                          STATION DESCRIPTION
 JC0168
 JC0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0168'1 MI NE FROM FRENCH VILLAGE.
 JC0168'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 157 FROM ITS
 JC0168'JUNCTION WITH U.S. HIGHWAY 50 IN FRENCH VILLAGE, THENCE 0.25
 JC0168'MILE EAST ALONG AN ASPHALT PAVED DRIVE, THENCE ABOUT 100 YARDS
 JC0168'EAST ALONG A NARROW DIRT DRIVE TO THE TOP OF THE HILL, 55 FEET
 JC0168'SOUTH OF THE CENTER LINE OF THE DIRT DRIVE FROM THE APPROXIMATE
 JC0168'CENTER OF A CURVE IN THE DRIVE WITH TANGENTS TO THE SOUTH AND
 JC0168'WEST, 20 FEET WEST OF THE CENTER LINE OF THE DRIVE, 66 FEET
 JC0168'SOUTHWEST OF A TRIANGLE BLAZED OAK TREE, 18 FEET SOUTHEAST OF
 JC0168'36 INCH OAK TREE, 98.3 FEET SOUTH OF TRAVERSE STATION BLUFF,
 JC0168'93.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JC0168'LEVEL OF THE DRIVE, AND SET IN THE TOP OF A CONCRETE POST
 JC0168'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0170 ***********************************************************************
 JC0170  DESIGNATION -  BLUFF RM 2
 JC0170  PID         -  JC0170
 JC0170  STATE/COUNTY-  IL/ST CLAIR
 JC0170  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0170
 JC0170                         *CURRENT SURVEY CONTROL
 JC0170  ___________________________________________________________________
 JC0170* NAD 83(1986)-  38 36 29.     (N)    090 02 42.     (W)     SCALED    
 JC0170* NAVD 88     -       182.841  (meters)     599.87   (feet)  ADJUSTED  
 JC0170  ___________________________________________________________________
 JC0170  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JC0170  DYNAMIC HT  -         182.725 (meters)     599.49  (feet)  COMP
 JC0170  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JC0170
 JC0170  VERT ORDER  -  SECOND    CLASS 0
 JC0170
 JC0170.The horizontal coordinates were scaled from a topographic map and have
 JC0170.an estimated accuracy of +/- 6 seconds.
 JC0170
 JC0170.The orthometric height was determined by differential leveling
 JC0170.and adjusted by the National Geodetic Survey in June 1991..
 JC0170
 JC0170.The geoid height was determined by GEOID03.
 JC0170
 JC0170.The dynamic height is computed by dividing the NAVD 88
 JC0170.geopotential number by the normal gravity value computed on the
 JC0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0170.degrees latitude (g = 980.6199 gals.).
 JC0170
 JC0170.The modeled gravity was interpolated from observed gravity values.
 JC0170
 JC0170;                    North         East    Units  Estimated Accuracy
 JC0170;SPC IL W     -   215,470.      710,600.      MT  (+/- 180 meters Scaled)
 JC0170
 JC0170                          SUPERSEDED SURVEY CONTROL
 JC0170
 JC0170  NGVD 29 (??/??/92)  182.950  (m)          600.23   (f) ADJ UNCH    2 0
 JC0170
 JC0170.Superseded values are not recommended for survey control.
 JC0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0170.See file dsdata.txt to determine how the superseded data were derived.
 JC0170
 JC0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC573774(NAD 83)
 JC0170_MARKER: DR = REFERENCE MARK DISK
 JC0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0170_STAMPING: BLUFF NO 2 1961
 JC0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0170+STABILITY: SURFACE MOTION
 JC0170
 JC0170  HISTORY     - Date     Condition        Report By
 JC0170  HISTORY     - 1961     MONUMENTED       CGS
 JC0170
 JC0170                          STATION DESCRIPTION
 JC0170
 JC0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0170'1 MI NE FROM FRENCH VILLAGE.
 JC0170'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 157 FROM ITS
 JC0170'JUNCTION WITH U.S. HIGHWAY 50 IN FRENCH VILLAGE, THENCE 0.25
 JC0170'MILE EAST ALONG AN ASPHALT PAVED DRIVE, THENCE ABOUT 100 YARDS
 JC0170'EAST ALONG A NARROW DIRT DRIVE TO THE TOP OF THE HILL, 130 FEET
 JC0170'NORTH OF THE CENTER LINE OF THE DRIVE FROM THE APPROXIMATE CENTER
 JC0170'OF A CURVE IN THE DRIVE WITH TANGENTS TO THE SOUTH AND WEST, 9
 JC0170'FEET EAST OF A 24 INCH ELM TREE, 26 FEET NORTH-NORTHEAST OF A
 JC0170'20 INCH HICKORY TREE, 91.0 FEET NORTH OF TRAVERSE STATION BLUFF,
 JC0170'95.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JC0170'DRIVE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1723 ***********************************************************************
 JB1723  DESIGNATION -  BLUFORD ILL RAILWAY CO STACK
 JB1723  PID         -  JB1723
 JB1723  STATE/COUNTY-  IL/JEFFERSON
 JB1723  USGS QUAD   -  BLUFORD (1973)
 JB1723
 JB1723                         *CURRENT SURVEY CONTROL
 JB1723  ___________________________________________________________________
 JB1723* NAD 83(1997)-  38 19 03.79277(N)    088 43 44.56376(W)     ADJUSTED  
 JB1723* NAVD 88     -                                                        
 JB1723  ___________________________________________________________________
 JB1723  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JB1723  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB1723
 JB1723  HORZ ORDER  -  THIRD
 JB1723
 JB1723.The horizontal coordinates were established by classical geodetic methods
 JB1723.and adjusted by the National Geodetic Survey in October 1999..
 JB1723
 JB1723
 JB1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1723
 JB1723.The geoid height was determined by GEOID03.
 JB1723
 JB1723;                    North         East     Units Scale Factor Converg.
 JB1723;SPC IL E     -   183,314.844   265,394.916   MT  0.99998974   -0 14 43.3
 JB1723;SPC IL E     -   601,425.45    870,716.49   sFT  0.99998974   -0 14 43.3
 JB1723;UTM  16      - 4,242,482.032   348,846.353   MT  0.99988138   -1 04 20.1
 JB1723
 JB1723                          SUPERSEDED SURVEY CONTROL
 JB1723
 JB1723  NAD 83(1997)-  38 19 03.80507(N)    088 43 44.56269(W) AD(       ) 4
 JB1723  NAD 83(1986)-  38 19 03.80691(N)    088 43 44.56309(W) AD(       ) 4
 JB1723  NAD 27      -  38 19 03.63271(N)    088 43 44.35160(W) AD(       ) 3
 JB1723
 JB1723.Superseded values are not recommended for survey control.
 JB1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1723.See file dsdata.txt to determine how the superseded data were derived.
 JB1723
 JB1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4884642482(NAD 83)
 JB1723_MARKER: 52 = STANDPIPE TANK
 JB1723
 JB1723  HISTORY     - Date     Condition        Report By
 JB1723  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1723
 JB1723                          STATION DESCRIPTION
 JB1723
 JB1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1723'THE STATION IS THE CENTER OF THE TOP OF THE STACK LOCATED IN THE
 JB1723'VILLAGE OF
 JB1723'BLUFORD.  IT IS A WHITE CONCRETE STACK AND THE OVERALL
 JB1723'HEIGHT IS 150 FEET.  THE
 JB1723'STACK IS ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0324 ***********************************************************************
 LD0324  DESIGNATION -  BM
 LD0324  PID         -  LD0324
 LD0324  STATE/COUNTY-  IL/SCHUYLER
 LD0324  USGS QUAD   -  BEARDSTOWN (1981)
 LD0324
 LD0324                         *CURRENT SURVEY CONTROL
 LD0324  ___________________________________________________________________
 LD0324* NAD 83(1986)-  40 01 25.     (N)    090 26 07.     (W)     SCALED    
 LD0324* NAVD 88     -       137.774  (meters)     452.01   (feet)  ADJUSTED  
 LD0324  ___________________________________________________________________
 LD0324  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0324  DYNAMIC HT  -         137.701 (meters)     451.77  (feet)  COMP
 LD0324  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 LD0324
 LD0324  VERT ORDER  -  SECOND    CLASS 0
 LD0324
 LD0324.The horizontal coordinates were scaled from a topographic map and have
 LD0324.an estimated accuracy of +/- 6 seconds.
 LD0324
 LD0324.The orthometric height was determined by differential leveling
 LD0324.and adjusted by the National Geodetic Survey in June 1991..
 LD0324
 LD0324.The geoid height was determined by GEOID03.
 LD0324
 LD0324.The dynamic height is computed by dividing the NAVD 88
 LD0324.geopotential number by the normal gravity value computed on the
 LD0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0324.degrees latitude (g = 980.6199 gals.).
 LD0324
 LD0324.The modeled gravity was interpolated from observed gravity values.
 LD0324
 LD0324;                    North         East    Units  Estimated Accuracy
 LD0324;SPC IL W     -   372,640.      677,070.      MT  (+/- 180 meters Scaled)
 LD0324
 LD0324                          SUPERSEDED SURVEY CONTROL
 LD0324
 LD0324  NGVD 29 (??/??/92)  137.886  (m)          452.38   (f) ADJ UNCH    2 0
 LD0324
 LD0324.Superseded values are not recommended for survey control.
 LD0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0324.See file dsdata.txt to determine how the superseded data were derived.
 LD0324
 LD0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE188335(NAD 83)
 LD0324_MARKER: P = PIPE CAP
 LD0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0324
 LD0324  HISTORY     - Date     Condition        Report By
 LD0324  HISTORY     - 1903     MONUMENTED       CGS
 LD0324  HISTORY     - 1935     GOOD             NGS
 LD0324
 LD0324                          STATION DESCRIPTION
 LD0324
 LD0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0324'AT BEARDSTOWN.
 LD0324'IN SCHUYLER COUNTY, ACROSS ILLINOIS RIVER FROM BEARDSTOWN, CASS
 LD0324'COUNTY, 87 FEET NORTH OF THE NORTHWEST END OF CHICAGO, BURLINGTON
 LD0324'AND QUINCY RAILROAD BRIDGE 117.35, 10 FEET WEST OF THE CENTERLINE
 LD0324'OF THE TRACK, AND FLUSH WITH THE GROUND.  A BRONZE CAP, FASTENED
 LD0324'ON TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0066 ***********************************************************************
 JC0066  DESIGNATION -  BM
 JC0066  PID         -  JC0066
 JC0066  STATE/COUNTY-  IL/JERSEY
 JC0066  USGS QUAD   -  ELSAH (1991)
 JC0066
 JC0066                         *CURRENT SURVEY CONTROL
 JC0066  ___________________________________________________________________
 JC0066* NAD 83(1986)-  38 56 34.     (N)    090 20 33.     (W)     SCALED    
 JC0066* NAVD 88     -       131.455  (meters)     431.28   (feet)  ADJUSTED  
 JC0066  ___________________________________________________________________
 JC0066  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JC0066  DYNAMIC HT  -         131.375 (meters)     431.02  (feet)  COMP
 JC0066  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 JC0066
 JC0066  VERT ORDER  -  SECOND    CLASS 0
 JC0066
 JC0066.The horizontal coordinates were scaled from a topographic map and have
 JC0066.an estimated accuracy of +/- 6 seconds.
 JC0066
 JC0066.The orthometric height was determined by differential leveling
 JC0066.and adjusted by the National Geodetic Survey in June 1991..
 JC0066
 JC0066.The geoid height was determined by GEOID03.
 JC0066
 JC0066.The dynamic height is computed by dividing the NAVD 88
 JC0066.geopotential number by the normal gravity value computed on the
 JC0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0066.degrees latitude (g = 980.6199 gals.).
 JC0066
 JC0066.The modeled gravity was interpolated from observed gravity values.
 JC0066
 JC0066;                    North         East    Units  Estimated Accuracy
 JC0066;SPC IL W     -   252,630.      684,760.      MT  (+/- 180 meters Scaled)
 JC0066
 JC0066                          SUPERSEDED SURVEY CONTROL
 JC0066
 JC0066  NGVD 29 (??/??/92)  131.598  (m)          431.75   (f) ADJ UNCH    2 0
 JC0066
 JC0066.Superseded values are not recommended for survey control.
 JC0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0066.See file dsdata.txt to determine how the superseded data were derived.
 JC0066
 JC0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD303137(NAD 83)
 JC0066_MARKER: B = BOLT
 JC0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JC0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JC0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0066
 JC0066  HISTORY     - Date     Condition        Report By
 JC0066  HISTORY     - UNK      MONUMENTED       DOD
 JC0066  HISTORY     - 1935     GOOD             NGS
 JC0066
 JC0066                          STATION DESCRIPTION
 JC0066
 JC0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0066'1.2 MI SE FROM ELSAH.
 JC0066'1.2 MILES SOUTHEAST ALONG THE ILLINOIS TERMINAL BUILDING FROM
 JC0066'ELSAH, JERSEY COUNTY, 150 YARDS SOUTHEAST OF A LARGE RAVINE
 JC0066'FACING THE RIVER, AND 3 YARDS NORTHEAST OF THE CENTERLINE OF
 JC0066'THE TRACK.  A COPPER BOLT, LEADED IN THE TOP OF A 5-INCH
 JC0066'CAST-IRON PIPE.  NOTE-- THE ORIGIN OF THIS MARK IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0067 ***********************************************************************
 JC0067  DESIGNATION -  BM
 JC0067  PID         -  JC0067
 JC0067  STATE/COUNTY-  IL/JERSEY
 JC0067  USGS QUAD   -  GRAFTON (1990)
 JC0067
 JC0067                         *CURRENT SURVEY CONTROL
 JC0067  ___________________________________________________________________
 JC0067* NAD 83(1986)-  38 57 55.     (N)    090 23 59.     (W)     SCALED    
 JC0067* NAVD 88     -       133.338  (meters)     437.46   (feet)  ADJUSTED  
 JC0067  ___________________________________________________________________
 JC0067  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JC0067  DYNAMIC HT  -         133.257 (meters)     437.19  (feet)  COMP
 JC0067  MODELED GRAV-     980,019.2   (mgal)                       NAVD 88
 JC0067
 JC0067  VERT ORDER  -  SECOND    CLASS 0
 JC0067
 JC0067.The horizontal coordinates were scaled from a topographic map and have
 JC0067.an estimated accuracy of +/- 6 seconds.
 JC0067
 JC0067.The orthometric height was determined by differential leveling
 JC0067.and adjusted by the National Geodetic Survey in June 1991..
 JC0067
 JC0067.The geoid height was determined by GEOID03.
 JC0067
 JC0067.The dynamic height is computed by dividing the NAVD 88
 JC0067.geopotential number by the normal gravity value computed on the
 JC0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0067.degrees latitude (g = 980.6199 gals.).
 JC0067
 JC0067.The modeled gravity was interpolated from observed gravity values.
 JC0067
 JC0067;                    North         East    Units  Estimated Accuracy
 JC0067;SPC IL W     -   255,140.      679,800.      MT  (+/- 180 meters Scaled)
 JC0067
 JC0067                          SUPERSEDED SURVEY CONTROL
 JC0067
 JC0067  NGVD 29 (??/??/92)  133.470  (m)          437.89   (f) ADJ UNCH    2 0
 JC0067
 JC0067.Superseded values are not recommended for survey control.
 JC0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0067.See file dsdata.txt to determine how the superseded data were derived.
 JC0067
 JC0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD252161(NAD 83)
 JC0067_MARKER: DB = BENCH MARK DISK
 JC0067_SETTING: 0 = UNSPECIFIED SETTING
 JC0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0067
 JC0067  HISTORY     - Date     Condition        Report By
 JC0067  HISTORY     - UNK      MONUMENTED       DOD
 JC0067  HISTORY     - 1935     GOOD             NGS
 JC0067
 JC0067                          STATION DESCRIPTION
 JC0067
 JC0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0067'1.7 MI SE FROM GRAFTON.
 JC0067'1.7 MILES SOUTHEAST ALONG THE ILLINOIS TERMINAL RAILROAD FROM
 JC0067'GRAFTON, JERSEY COUNTY, 90 YARDS SOUTHEAST OF A YARD LIMIT SIGN,
 JC0067'AND AT THE CENTER OF THE TRACK.  A CORPS OF ENGINEERS, U.S.
 JC0067'ARMY, STANDARD DISK, EMBEDDED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0156 ***********************************************************************
 NG0156  DESIGNATION -  BM
 NG0156  PID         -  NG0156
 NG0156  STATE/COUNTY-  IL/LAKE
 NG0156  USGS QUAD   -  HIGHLAND PARK (1993)
 NG0156
 NG0156                         *CURRENT SURVEY CONTROL
 NG0156  ___________________________________________________________________
 NG0156* NAD 83(1986)-  42 11 00.     (N)    087 47 47.     (W)     SCALED    
 NG0156* NAVD 88     -       209.047  (meters)     685.85   (feet)  ADJUSTED  
 NG0156  ___________________________________________________________________
 NG0156  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NG0156  DYNAMIC HT  -         208.981 (meters)     685.63  (feet)  COMP
 NG0156  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 NG0156
 NG0156  VERT ORDER  -  FIRST     CLASS 0
 NG0156
 NG0156.The horizontal coordinates were scaled from a topographic map and have
 NG0156.an estimated accuracy of +/- 6 seconds.
 NG0156
 NG0156.The orthometric height was determined by differential leveling
 NG0156.and adjusted by the National Geodetic Survey in June 1991..
 NG0156.WARNING-Repeat measurements at this control monument indicate possible
 NG0156.vertical movement.
 NG0156
 NG0156.The geoid height was determined by GEOID03.
 NG0156
 NG0156.The dynamic height is computed by dividing the NAVD 88
 NG0156.geopotential number by the normal gravity value computed on the
 NG0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0156.degrees latitude (g = 980.6199 gals.).
 NG0156
 NG0156.The modeled gravity was interpolated from observed gravity values.
 NG0156
 NG0156;                    North         East    Units  Estimated Accuracy
 NG0156;SPC IL E     -   612,610.      344,360.      MT  (+/- 180 meters Scaled)
 NG0156
 NG0156                          SUPERSEDED SURVEY CONTROL
 NG0156
 NG0156  NGVD 29 (??/??/92)  209.150  (m)          686.19   (f) ADJ UNCH    1 0
 NG0156
 NG0156.Superseded values are not recommended for survey control.
 NG0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0156.See file dsdata.txt to determine how the superseded data were derived.
 NG0156
 NG0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM342704(NAD 83)
 NG0156_MARKER: Q = CHISELED SQUARE
 NG0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0156_SP_SET: BASE COURSE
 NG0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0156
 NG0156  HISTORY     - Date     Condition        Report By
 NG0156  HISTORY     - UNK      MONUMENTED       IL3910
 NG0156  HISTORY     - 1973     GOOD             NGS
 NG0156  HISTORY     - 1987     GOOD             USPSQD
 NG0156  HISTORY     - 19960427 GOOD             USPSQD
 NG0156
 NG0156                          STATION DESCRIPTION
 NG0156
 NG0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0156'AT HIGHLAND PARK.
 NG0156'AT HIGHLAND PARK, AT THE CITY HALL, A 1 1/2-INCH CHISELED SQUARE
 NG0156'ON TOP OF THE SOUTH CORNER OF LIMESTONE BASE COURSE, 1 FOOT
 NG0156'BELOW TOP OF CORNER STONE, 45 FEET SOUTHEAST OF THE SOUTHWEST
 NG0156'(FRONT) ENTRANCE TO CITY HALL, 135 FEET NORTHEAST OF THE CENTER
 NG0156'LINE OF ST. JOHNS AVENUE, 238 FEET NORTHEAST OF THE NORTHEAST
 NG0156'WALL OF C+NW RY STATION, AND ABOUT 4-INCHES ABOVE LEVEL OF
 NG0156'GROUND.  SEC 23, T43N, R12E.
 NG0156
 NG0156                          STATION RECOVERY (1987)
 NG0156
 NG0156'RECOVERY NOTE BY US POWER SQUADRON 1987 (MJO)
 NG0156'RECOVERED IN GOOD CONDITION.
 NG0156
 NG0156                          STATION RECOVERY (1996)
 NG0156
 NG0156'RECOVERY NOTE BY US POWER SQUADRON 1996
 NG0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0122 ***********************************************************************
 MF0122  DESIGNATION -  BM
 MF0122  PID         -  MF0122
 MF0122  STATE/COUNTY-  IL/WILL
 MF0122  USGS QUAD   -  JOLIET (1993)
 MF0122
 MF0122                         *CURRENT SURVEY CONTROL
 MF0122  ___________________________________________________________________
 MF0122* NAD 83(1986)-  41 31 29.     (N)    088 05 08.     (W)     SCALED    
 MF0122* NAVD 88     -       165.696  (meters)     543.62   (feet)  ADJUSTED  
 MF0122  ___________________________________________________________________
 MF0122  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MF0122  DYNAMIC HT  -         165.632 (meters)     543.41  (feet)  COMP
 MF0122  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 MF0122
 MF0122  VERT ORDER  -  SECOND    CLASS 0
 MF0122
 MF0122.The horizontal coordinates were scaled from a topographic map and have
 MF0122.an estimated accuracy of +/- 6 seconds.
 MF0122
 MF0122.The orthometric height was determined by differential leveling
 MF0122.and adjusted by the National Geodetic Survey in June 1991..
 MF0122
 MF0122.The geoid height was determined by GEOID03.
 MF0122
 MF0122.The dynamic height is computed by dividing the NAVD 88
 MF0122.geopotential number by the normal gravity value computed on the
 MF0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0122.degrees latitude (g = 980.6199 gals.).
 MF0122
 MF0122.The modeled gravity was interpolated from observed gravity values.
 MF0122
 MF0122;                    North         East    Units  Estimated Accuracy
 MF0122;SPC IL E     -   539,350.      320,680.      MT  (+/- 180 meters Scaled)
 MF0122
 MF0122                          SUPERSEDED SURVEY CONTROL
 MF0122
 MF0122  NGVD 29 (??/??/92)  165.791  (m)          543.93   (f) ADJ UNCH    2 0
 MF0122
 MF0122.Superseded values are not recommended for survey control.
 MF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0122.See file dsdata.txt to determine how the superseded data were derived.
 MF0122
 MF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL094975(NAD 83)
 MF0122_MARKER: Z = SEE DESCRIPTION
 MF0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0122_SP_SET: BRIDGE
 MF0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0122
 MF0122  HISTORY     - Date     Condition        Report By
 MF0122  HISTORY     - UNK      MONUMENTED       DOD
 MF0122  HISTORY     - 1934     GOOD             NGS
 MF0122
 MF0122                          STATION DESCRIPTION
 MF0122
 MF0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF0122'AT JOLIET.
 MF0122'AT JOLIET, WILL COUNTY, AT THE EAST END OF THE JEFFERSON STREET
 MF0122'BRIDGE OVER DES PLAINES RIVER, IN THE CENTER OF THE NORTH
 MF0122'CONCRETE RETAINING WALL, 44 FEET NORTH OF THE CENTERLINE OF
 MF0122'THE STREET, AND ABOUT 8 FEET LOWER THAN THE STREET.  A SECTION
 MF0122'OF 00-GAGE COPPER WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0181 ***********************************************************************
 MF0181  DESIGNATION -  BM
 MF0181  PID         -  MF0181
 MF0181  STATE/COUNTY-  IL/WILL
 MF0181  USGS QUAD   -  CHANNAHON (1993)
 MF0181
 MF0181                         *CURRENT SURVEY CONTROL
 MF0181  ___________________________________________________________________
 MF0181* NAD 83(1986)-  41 25 19.     (N)    088 13 42.     (W)     SCALED    
 MF0181* NAVD 88     -       158.938  (meters)     521.45   (feet)  ADJUSTED  
 MF0181  ___________________________________________________________________
 MF0181  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF0181  DYNAMIC HT  -         158.878 (meters)     521.25  (feet)  COMP
 MF0181  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 MF0181
 MF0181  VERT ORDER  -  FIRST     CLASS II
 MF0181
 MF0181.The horizontal coordinates were scaled from a topographic map and have
 MF0181.an estimated accuracy of +/- 6 seconds.
 MF0181
 MF0181.The orthometric height was determined by differential leveling
 MF0181.and adjusted by the National Geodetic Survey in June 1991..
 MF0181
 MF0181.The geoid height was determined by GEOID03.
 MF0181
 MF0181.The dynamic height is computed by dividing the NAVD 88
 MF0181.geopotential number by the normal gravity value computed on the
 MF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0181.degrees latitude (g = 980.6199 gals.).
 MF0181
 MF0181.The modeled gravity was interpolated from observed gravity values.
 MF0181
 MF0181;                    North         East    Units  Estimated Accuracy
 MF0181;SPC IL E     -   527,910.      308,780.      MT  (+/- 180 meters Scaled)
 MF0181
 MF0181                          SUPERSEDED SURVEY CONTROL
 MF0181
 MF0181  NGVD 29 (??/??/92)  159.028  (m)          521.74   (f) ADJ UNCH    1 2
 MF0181
 MF0181.Superseded values are not recommended for survey control.
 MF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0181.See file dsdata.txt to determine how the superseded data were derived.
 MF0181
 MF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL973863(NAD 83)
 MF0181_MARKER: B = BOLT
 MF0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0181_SP_SET: STONE
 MF0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0181+STABILITY: SURFACE MOTION
 MF0181
 MF0181  HISTORY     - Date     Condition        Report By
 MF0181  HISTORY     - UNK      MONUMENTED       DOD
 MF0181  HISTORY     - 1947     GOOD             NGS
 MF0181
 MF0181                          STATION DESCRIPTION
 MF0181
 MF0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0181'AT CHANNAHON.
 MF0181'AT CHANNAHON, ON THE ILLINOIS-MICHIGAN CANAL, AT THE EAST WALL
 MF0181'OF LOCK 7, IN THE TOP OF THE QUOIN COPING STONE OF THE EAST
 MF0181'UPPER GATE, 3.9 FEET SOUTHEAST OF THE WOODEN QUOIN POST, 3.2
 MF0181'FEET BACK FROM THE FACE OF THE LOCK CHAMBER, 0.8 FOOT NORTH
 MF0181'OF THE SOUTH END OF THE STONE, AND NEAR THE CHISELED LETTERS
 MF0181'BM.  A CROSS ON THE TOP OF AN IRON BOLT LEADED VERTICALLY IN
 MF0181'THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0203 ***********************************************************************
 NG0203  DESIGNATION -  BM 1
 NG0203  PID         -  NG0203
 NG0203  STATE/COUNTY-  IL/LAKE
 NG0203  USGS QUAD   -  WAUKEGAN (1993)
 NG0203
 NG0203                         *CURRENT SURVEY CONTROL
 NG0203  ___________________________________________________________________
 NG0203* NAD 83(1986)-  42 21 38.     (N)    087 49 28.     (W)     SCALED    
 NG0203* NAVD 88     -       179.392  (meters)     588.56   (feet)  ADJUSTED  
 NG0203  ___________________________________________________________________
 NG0203  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NG0203  DYNAMIC HT  -         179.336 (meters)     588.37  (feet)  COMP
 NG0203  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 NG0203
 NG0203  VERT ORDER  -  FIRST     CLASS 0
 NG0203
 NG0203.The horizontal coordinates were scaled from a topographic map and have
 NG0203.an estimated accuracy of +/- 6 seconds.
 NG0203
 NG0203.The orthometric height was determined by differential leveling
 NG0203.and adjusted by the National Geodetic Survey in June 1991..
 NG0203
 NG0203.The geoid height was determined by GEOID03.
 NG0203
 NG0203.The dynamic height is computed by dividing the NAVD 88
 NG0203.geopotential number by the normal gravity value computed on the
 NG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0203.degrees latitude (g = 980.6199 gals.).
 NG0203
 NG0203.The modeled gravity was interpolated from observed gravity values.
 NG0203
 NG0203;                    North         East    Units  Estimated Accuracy
 NG0203;SPC IL E     -   632,280.      341,920.      MT  (+/- 180 meters Scaled)
 NG0203
 NG0203                          SUPERSEDED SURVEY CONTROL
 NG0203
 NG0203  NGVD 29 (??/??/92)  179.50   (m)          588.9    (f) COMPUTED    1 0
 NG0203
 NG0203.Superseded values are not recommended for survey control.
 NG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0203.See file dsdata.txt to determine how the superseded data were derived.
 NG0203
 NG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM321901(NAD 83)
 NG0203_MARKER: X = CHISELED CROSS
 NG0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0203_SP_SET: WATER TABLE
 NG0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0203
 NG0203  HISTORY     - Date     Condition        Report By
 NG0203  HISTORY     - UNK      MONUMENTED       DOD
 NG0203  HISTORY     - 1973     GOOD             NGS
 NG0203
 NG0203                          STATION DESCRIPTION
 NG0203
 NG0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0203'AT WAUKEGAN.
 NG0203'AT WAUKEGAN, 0.1 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN
 NG0203'RAILWAY FROM THE STATION THENCE 0.15 MILE EAST ALONG MADISON
 NG0203'STREET, 44 1/2 FEET SOUTH OF THE SOUTH CURB OF MADISON STREET,
 NG0203'78 1/2 FEET EAST OF THE CENTER LINE OF HARBOR PLACE, A CHISELED
 NG0203'CROSS ON TOP OF THE NORTHEAST CORNER OF WATER TABLE FOR HOUSE
 NG0203'NUMBER 103 WHICH IS THE MOST EASTERLY HOUSE ON THE SOUTH SIDE
 NG0203'OF MADISON STREET, 10 INCHES ABOVE THE LEVEL OF THE GROUND AND
 NG0203'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE STREET.  SECTION 22,
 NG0203'T 45 N, R 12 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0413 ***********************************************************************
 MF0413  DESIGNATION -  BM 10
 MF0413  PID         -  MF0413
 MF0413  STATE/COUNTY-  IL/LA SALLE
 MF0413  USGS QUAD   -  MARSEILLES (1994)
 MF0413
 MF0413                         *CURRENT SURVEY CONTROL
 MF0413  ___________________________________________________________________
 MF0413* NAD 83(1986)-  41 19 00.     (N)    088 39 12.     (W)     SCALED    
 MF0413* NAVD 88     -       152.206  (meters)     499.36   (feet)  ADJUSTED  
 MF0413  ___________________________________________________________________
 MF0413  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF0413  DYNAMIC HT  -         152.148 (meters)     499.17  (feet)  COMP
 MF0413  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 MF0413
 MF0413  VERT ORDER  -  FIRST     CLASS II
 MF0413
 MF0413.The horizontal coordinates were scaled from a topographic map and have
 MF0413.an estimated accuracy of +/- 6 seconds.
 MF0413
 MF0413.The orthometric height was determined by differential leveling
 MF0413.and adjusted by the National Geodetic Survey in June 1991..
 MF0413.WARNING-Repeat measurements at this control monument indicate possible
 MF0413.vertical movement.
 MF0413
 MF0413.The geoid height was determined by GEOID03.
 MF0413
 MF0413.The dynamic height is computed by dividing the NAVD 88
 MF0413.geopotential number by the normal gravity value computed on the
 MF0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0413.degrees latitude (g = 980.6199 gals.).
 MF0413
 MF0413.The modeled gravity was interpolated from observed gravity values.
 MF0413
 MF0413;                    North         East    Units  Estimated Accuracy
 MF0413;SPC IL E     -   516,260.      273,210.      MT  (+/- 180 meters Scaled)
 MF0413
 MF0413                          SUPERSEDED SURVEY CONTROL
 MF0413
 MF0413  NGVD 29 (??/??/92)  152.272  (m)          499.58   (f) ADJ UNCH    1 2
 MF0413
 MF0413.Superseded values are not recommended for survey control.
 MF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0413.See file dsdata.txt to determine how the superseded data were derived.
 MF0413
 MF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL616752(NAD 83)
 MF0413_MARKER: X = CHISELED CROSS
 MF0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0413_SP_SET: CULVERT
 MF0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0413
 MF0413  HISTORY     - Date     Condition        Report By
 MF0413  HISTORY     - UNK      MONUMENTED       WARD
 MF0413  HISTORY     - 1960     GOOD             NGS
 MF0413  HISTORY     - 1989     GOOD             USPSQD
 MF0413  HISTORY     - 19970815 GOOD             USPSQD
 MF0413
 MF0413                          STATION DESCRIPTION
 MF0413
 MF0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0413'2.2 MI SE FROM MARSEILLES.
 MF0413'ABOUT 2.2 MILES SOUTHEAST ALONG A NARROW GRAVEL ROAD ALONG
 MF0413'SOUTH SIDE OF ABANDONED ILLINOIS AND MICHIGAN CANAL FROM THE
 MF0413'JUNIOR HIGH SCHOOL AT MARSEILLES, 27 FEET SOUTH OF THE CENTER
 MF0413'LINE OF ROAD, IN S-21, R-5E, T-33N, A CHILELED CROSS IN TOP OF
 MF0413'THE SOUTHWEST CORNER OF THE CURVED SOUTH STONE MASONERY HEAD
 MF0413'WALL FOR AN ARCHED BRICK CULVERT UNDER ROAD AND CANAL FOR NORTH
 MF0413'KICKAPOO CREEK, 4 INCHES NORTHEAST OF THE SOUTHWEST EDGE OF TOP
 MF0413'OF STONE, 4 INCHES NORTHWEST OF SOUTHEAST EDGE OF TOP STONE,
 MF0413'AND ABOUT 5 FEET BELOW THE LEVEL OF ROAD.  ROD HELD ON NORTH
 MF0413'END OF NORTH-SOUTH LINE OF CROSS.  NOTE-- THIS MARK CAN BE
 MF0413'REACHED BY GOING ABOUT 2.3 MILES WEST ALONG SCOTT STREET AND
 MF0413'A NARROW GRAVEL ROAD ALONG THE SOUTH SIDE OF ABANDONED ILLINOIS
 MF0413'AND MICHIGAN CANAL FROM THE INTERSECTION OF STATE HIGHWAY 170
 MF0413'(MAIN STREET) AT SENECA.
 MF0413
 MF0413                          STATION RECOVERY (1989)
 MF0413
 MF0413'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 MF0413'RECOVERED IN GOOD CONDITION.
 MF0413
 MF0413                          STATION RECOVERY (1997)
 MF0413
 MF0413'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0961 ***********************************************************************
 KB0961  DESIGNATION -  BM 1935 ALTON RR
 KB0961  PID         -  KB0961
 KB0961  STATE/COUNTY-  IL/SANGAMON
 KB0961  USGS QUAD   -  DIVERNON (1976)
 KB0961
 KB0961                         *CURRENT SURVEY CONTROL
 KB0961  ___________________________________________________________________
 KB0961* NAD 83(1986)-  39 34 37.     (N)    089 44 48.     (W)     SCALED    
 KB0961* NAVD 88     -       189.903  (meters)     623.04   (feet)  ADJUSTED  
 KB0961  ___________________________________________________________________
 KB0961  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0961  DYNAMIC HT  -         189.797 (meters)     622.69  (feet)  COMP
 KB0961  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 KB0961
 KB0961  VERT ORDER  -  SECOND    CLASS 0
 KB0961
 KB0961.The horizontal coordinates were scaled from a topographic map and have
 KB0961.an estimated accuracy of +/- 6 seconds.
 KB0961
 KB0961.The orthometric height was determined by differential leveling
 KB0961.and adjusted by the National Geodetic Survey in June 1991..
 KB0961
 KB0961.The geoid height was determined by GEOID03.
 KB0961
 KB0961.The dynamic height is computed by dividing the NAVD 88
 KB0961.geopotential number by the normal gravity value computed on the
 KB0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0961.degrees latitude (g = 980.6199 gals.).
 KB0961
 KB0961.The modeled gravity was interpolated from observed gravity values.
 KB0961
 KB0961;                    North         East    Units  Estimated Accuracy
 KB0961;SPC IL W     -   323,100.      736,080.      MT  (+/- 180 meters Scaled)
 KB0961
 KB0961                          SUPERSEDED SURVEY CONTROL
 KB0961
 KB0961  NGVD 29 (??/??/92)  190.017  (m)          623.41   (f) ADJ UNCH    2 0
 KB0961
 KB0961.Superseded values are not recommended for survey control.
 KB0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0961.See file dsdata.txt to determine how the superseded data were derived.
 KB0961
 KB0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ640844(NAD 83)
 KB0961_MARKER: B = BOLT
 KB0961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0961_SP_SET: BRIDGE
 KB0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0961
 KB0961  HISTORY     - Date     Condition        Report By
 KB0961  HISTORY     - UNK      MONUMENTED       BORR
 KB0961  HISTORY     - 1935     GOOD             NGS
 KB0961
 KB0961                          STATION DESCRIPTION
 KB0961
 KB0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0961'1.1 MI S FROM AUBURN.
 KB0961'1.1 MILES SOUTH ALONG THE OLD ALTON RAILROAD FROM THE STATION
 KB0961'AT AUBURN, SANGAMON COUNTY, AT BRIDGE NO 2016, AND IN THE TOP
 KB0961'OF THE EAST SIDE OF THE NORTH CONCRETE ABUTMENT.  THE HEAD OF
 KB0961'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2076 ***********************************************************************
 JA2076  DESIGNATION -  BM 34 SAN
 JA2076  PID         -  JA2076
 JA2076  STATE/COUNTY-  IL/LAWRENCE
 JA2076  USGS QUAD   -  RUSSELLVILLE (1977)
 JA2076
 JA2076                         *CURRENT SURVEY CONTROL
 JA2076  ___________________________________________________________________
 JA2076* NAD 83(1997)-  38 45 41.80405(N)    087 36 18.29075(W)     ADJUSTED  
 JA2076* NAVD 88     -       130.67   (+/-2cm)     428.7    (feet)  VERTCON   
 JA2076  ___________________________________________________________________
 JA2076  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JA2076  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA2076
 JA2076  HORZ ORDER  -  SECOND
 JA2076  VERT ORDER  -  THIRD (See Below)
 JA2076
 JA2076.This mark is at Lawrenceville Vincennes Intl Airport (LWV)
 JA2076
 JA2076.The horizontal coordinates were established by classical geodetic methods
 JA2076.and adjusted by the National Geodetic Survey in October 1999..
 JA2076
 JA2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2076.The vertical order pertains to the NGVD 29 superseded value.
 JA2076
 JA2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2076
 JA2076.The geoid height was determined by GEOID03.
 JA2076
 JA2076;                    North         East     Units Scale Factor Converg.
 JA2076;SPC IL E     -   232,766.368   363,295.832   MT  1.00002432   +0 27 21.5
 JA2076;SPC IL E     -   763,667.66  1,191,913.08   sFT  1.00002432   +0 27 21.5
 JA2076;SPC IN W     -   390,162.253   854,653.002   MT  0.99999198   -0 19 36.0
 JA2076;SPC IN W     - 1,280,057.33  2,803,974.06   sFT  0.99999198   -0 19 36.0
 JA2076;UTM  16      - 4,290,496.776   447,429.423   MT  0.99963403   -0 22 43.8
 JA2076
 JA2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2076!SPC IL E     -   0.99998447  x   1.00002432  =   1.00000879
 JA2076!SPC IN W     -   0.99998447  x   0.99999198  =   0.99997646
 JA2076!UTM  16      -   0.99998447  x   0.99963403  =   0.99961851
 JA2076
 JA2076                          SUPERSEDED SURVEY CONTROL
 JA2076
 JA2076  NAD 83(1997)-  38 45 41.80428(N)    087 36 18.29061(W) AD(       ) 2
 JA2076  NAD 83(1986)-  38 45 41.81406(N)    087 36 18.28996(W) AD(       ) 2
 JA2076  NAD 27      -  38 45 41.64995(N)    087 36 18.19751(W) AD(       ) 2
 JA2076  NGVD 29 (07/19/86)  130.79   (m)          429.1    (f) LEVELING    3  
 JA2076
 JA2076.Superseded values are not recommended for survey control.
 JA2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2076.See file dsdata.txt to determine how the superseded data were derived.
 JA2076
 JA2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4742990497(NAD 83)
 JA2076_MARKER: DD = SURVEY DISK
 JA2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2076
 JA2076  HISTORY     - Date     Condition        Report By
 JA2076  HISTORY     - 1968     MONUMENTED       USGS
 JA2076
 JA2076                          STATION DESCRIPTION
 JA2076
 JA2076'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (LMC)
 JA2076'THE STATION IS LOCATED AT THE WEST SIDE OF THE
 JA2076'LAWRENCEVILLE-VINCENNES AIRPORT 4.5 MILES NORTHEAST OF LAWRENCEVILLE,
 JA2076'7 MILES NORTHWEST
 JA2076'OF VINCENNES AND ON AIRPORT PROPERTY.  IT IS A U S
 JA2076'GEOLOGICAL SURVEY DEPARTMENT OF
 JA2076'INTERIOR DISK STAMPED 34 SAN 1962,
 JA2076'SET IN A ROUND CONCRETE MONUMENT 6 INCHES BELOW
 JA2076'GROUND SURFACE.  IT
 JA2076'IS 4 FEET NORTHWEST OF A POWER POLE, 33 FEET NORTHWEST OF THE
 JA2076'AIRPORT BEACON,
 JA2076'67.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE AIRPORT
 JA2076'ADMINISTRATION BUILDING
 JA2076'AND 72 FEET NORTHEAST OF THE NORTHWEST CORNER
 JA2076'OF THE BUILDING.
 JA2076'
 JA2076'TO REACH FROM THE INTERSECTION OF U S BUSINESS ROUTE 50 AND STATE
 JA2076'HIGHWAY 1 IN
 JA2076'LAWRENCEVILLE, GO NORTH ON HIGHWAY 1 FOR 0.75 MILE TO U
 JA2076'S HIGHWAY 50.  TURN RIGHT AND
 JA2076'GO EAST ON HIGHWAY 50 FOR 3 MILES TO AN
 JA2076'EXIT RAMP ON THE RIGHT.  TURN RIGHT AND GO EAST
 JA2076'ON THE RAMP FOR 0.3
 JA2076'MILES TO AN EXIT RAMP ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 JA2076'RAMP FOR 0.3
 JA2076'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH AND EAST ON
 JA2076'A PAVED ROAD FOR 1.35 MILES TO
 JA2076'A FORK.  KEEP LEFT AND GO NORTHERLY ON
 JA2076'A PAVED ROAD FOR 1.15 MILES TO A SIDE ROAD RIGHT.
 JA2076'TURN RIGHT AND GO
 JA2076'NORTHEASTERLY FOR 0.9 MILE TO A FORK.  KEEP LEFT AND GO NORTH FOR
 JA2076'0.2 MILE TO A
 JA2076'CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 JA2076'AIRPORT ADMINISTRATION
 JA2076'BUILDING AND THE STATION.
 JA2076'
 JA2076'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GEORGE THE
 JA2076'DISTANCE BEING
 JA2076'49.4532 METERS OR (162.248) FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0133 ***********************************************************************
 MF0133  DESIGNATION -  BM 39
 MF0133  PID         -  MF0133
 MF0133  STATE/COUNTY-  IL/GRUNDY
 MF0133  USGS QUAD   -  MINOOKA (1993)
 MF0133
 MF0133                         *CURRENT SURVEY CONTROL
 MF0133  ___________________________________________________________________
 MF0133* NAD 83(1986)-  41 23 44.     (N)    088 19 54.     (W)     SCALED    
 MF0133* NAVD 88     -       156.096  (meters)     512.12   (feet)  ADJUSTED  
 MF0133  ___________________________________________________________________
 MF0133  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0133  DYNAMIC HT  -         156.037 (meters)     511.93  (feet)  COMP
 MF0133  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 MF0133
 MF0133  VERT ORDER  -  FIRST     CLASS II
 MF0133
 MF0133.The horizontal coordinates were scaled from a topographic map and have
 MF0133.an estimated accuracy of +/- 6 seconds.
 MF0133
 MF0133.The orthometric height was determined by differential leveling
 MF0133.and adjusted by the National Geodetic Survey in June 1991..
 MF0133
 MF0133.The geoid height was determined by GEOID03.
 MF0133
 MF0133.The dynamic height is computed by dividing the NAVD 88
 MF0133.geopotential number by the normal gravity value computed on the
 MF0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0133.degrees latitude (g = 980.6199 gals.).
 MF0133
 MF0133.The modeled gravity was interpolated from observed gravity values.
 MF0133
 MF0133;                    North         East    Units  Estimated Accuracy
 MF0133;SPC IL E     -   524,970.      300,140.      MT  (+/- 180 meters Scaled)
 MF0133
 MF0133                          SUPERSEDED SURVEY CONTROL
 MF0133
 MF0133  NGVD 29 (??/??/92)  156.181  (m)          512.40   (f) ADJ UNCH    1 2
 MF0133
 MF0133.Superseded values are not recommended for survey control.
 MF0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0133.See file dsdata.txt to determine how the superseded data were derived.
 MF0133
 MF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL886835(NAD 83)
 MF0133_MARKER: O = CHISELED CIRCLE
 MF0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0133_SP_SET: STONE
 MF0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0133+STABILITY: SURFACE MOTION
 MF0133
 MF0133  HISTORY     - Date     Condition        Report By
 MF0133  HISTORY     - UNK      MONUMENTED       CGS
 MF0133  HISTORY     - 1947     GOOD             NGS
 MF0133
 MF0133                          STATION DESCRIPTION
 MF0133
 MF0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0133'5.6 MI NE FROM MORRIS.
 MF0133'AT LOCK 8 OF THE ILLINOIS-MICHIGAN CANAL AT AUX SABLE CREEK,
 MF0133'ON THE FIRST COPING STONE OF THE SOUTH WALL EAST OF THE RECESS
 MF0133'FOR THE LOWER SOUTH GATE, 0.3 FOOT EAST OF THE UPPER END OF THE
 MF0133'RECESS, AND 1.3 FEET BACK OF THE SOUTH FACE OF THE LOCK CHAMBER.
 MF0133'THE HIGHEST POINT WITHIN A CHISELED CIRCLE, MARKED US.
 MF0133'NOTE-- TO REACH FROM MORRIS GO ABOUT 5.6 MILES NORTHEAST ALONG
 MF0133'THE RIVER ROAD FROM THE INTERSECTION OF STATE HIGHWAY 47 AND
 MF0133'WASHINGTON STREET TO THE AUX SABLE LOCKS AND SITE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0213 ***********************************************************************
 MF0213  DESIGNATION -  BM 45 A
 MF0213  PID         -  MF0213
 MF0213  STATE/COUNTY-  IL/GRUNDY
 MF0213  USGS QUAD   -  MORRIS (1993)
 MF0213
 MF0213                         *CURRENT SURVEY CONTROL
 MF0213  ___________________________________________________________________
 MF0213* NAD 83(1986)-  41 21 09.     (N)    088 25 37.     (W)     SCALED    
 MF0213* NAVD 88     -       154.833  (meters)     507.98   (feet)  POSTED    
 MF0213  ___________________________________________________________________
 MF0213  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MF0213  DYNAMIC HT  -         154.770 (meters)     507.77  (feet)  COMP
 MF0213  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 MF0213
 MF0213  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 MF0213
 MF0213.The horizontal coordinates were scaled from a topographic map and have
 MF0213.an estimated accuracy of +/- 6 seconds.
 MF0213
 MF0213.The orthometric height was determined by differential leveling
 MF0213.and adjusted by the National Geodetic Survey in 1992..
 MF0213.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 MF0213.rate greater than 8.0 mm/km.
 MF0213
 MF0213.The geoid height was determined by GEOID03.
 MF0213
 MF0213.The dynamic height is computed by dividing the NAVD 88
 MF0213.geopotential number by the normal gravity value computed on the
 MF0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0213.degrees latitude (g = 980.6199 gals.).
 MF0213
 MF0213.The modeled gravity was interpolated from observed gravity values.
 MF0213
 MF0213;                    North         East    Units  Estimated Accuracy
 MF0213;SPC IL E     -   520,190.      292,170.      MT  (+/- 180 meters Scaled)
 MF0213
 MF0213                          SUPERSEDED SURVEY CONTROL
 MF0213
 MF0213  NGVD 29 (??/??/92)  154.911  (m)          508.24   (f) ADJ UNCH    2 0
 MF0213
 MF0213.Superseded values are not recommended for survey control.
 MF0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0213.See file dsdata.txt to determine how the superseded data were derived.
 MF0213
 MF0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL806788(NAD 83)
 MF0213_MARKER: Q = CHISELED SQUARE
 MF0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0213_SP_SET: ABUTMENT
 MF0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0213
 MF0213  HISTORY     - Date     Condition        Report By
 MF0213  HISTORY     - UNK      MONUMENTED       RBNF
 MF0213  HISTORY     - 1947     GOOD             NGS
 MF0213
 MF0213                          STATION DESCRIPTION
 MF0213
 MF0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0213'AT MORRIS.
 MF0213'AT THE ABANDONED CALHOUN STREET BRIDGE OVER THE ILLINOIS RIVER AT
 MF0213'MORRIS, A DIM CHISELED SQUARE ON THE NORTHEAST CORNER OF THE TOP
 MF0213'STONE OF THE NORTHEAST WING WALL OF THE SOUTH ABUTMENT OF THE
 MF0213'BRIDGE.  THE LETTERS B.M. WERE CHISELED BUT THE STONE HAS
 MF0213'WEATHERED SO THAT THEY ARE NO LONGER LEGIBLE.  ONLY THE ABUTMENT
 MF0213'AND WINGWALLS OF THE BRIDGE REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2608 ***********************************************************************
 ME2608  DESIGNATION -  BM 50 W
 ME2608  PID         -  ME2608
 ME2608  STATE/COUNTY-  IL/KANKAKEE
 ME2608  USGS QUAD   -  ST ANNE (1973)
 ME2608
 ME2608                         *CURRENT SURVEY CONTROL
 ME2608  ___________________________________________________________________
 ME2608* NAD 83(1997)-  41 01 18.78531(N)    087 43 15.91044(W)     ADJUSTED  
 ME2608* NAVD 88     -       206.78   (+/-2cm)     678.4    (feet)  VERTCON   
 ME2608  ___________________________________________________________________
 ME2608  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 ME2608  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 ME2608
 ME2608  HORZ ORDER  -  SECOND
 ME2608  VERT ORDER  -  THIRD ? (See Below)
 ME2608
 ME2608.The horizontal coordinates were established by classical geodetic methods
 ME2608.and adjusted by the National Geodetic Survey in October 1999..
 ME2608
 ME2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2608.The vertical order pertains to the NGVD 29 superseded value.
 ME2608
 ME2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2608
 ME2608.The geoid height was determined by GEOID03.
 ME2608
 ME2608;                    North         East     Units Scale Factor Converg.
 ME2608;SPC IL E     -   483,652.714   351,493.332   MT  1.00000762   +0 24 06.7
 ME2608;SPC IL E     - 1,586,783.95  1,153,191.04   sFT  1.00000762   +0 24 06.7
 ME2608;UTM  16      - 4,541,436.885   439,375.382   MT  0.99964523   -0 28 23.9
 ME2608
 ME2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2608!SPC IL E     -   0.99997273  x   1.00000762  =   0.99998035
 ME2608!UTM  16      -   0.99997273  x   0.99964523  =   0.99961797
 ME2608
 ME2608                          SUPERSEDED SURVEY CONTROL
 ME2608
 ME2608  NAD 83(1997)-  41 01 18.78535(N)    087 43 15.91042(W) AD(       ) 2
 ME2608  NAD 83(1986)-  41 01 18.79071(N)    087 43 15.91726(W) AD(       ) 2
 ME2608  NAD 27      -  41 01 18.67310(N)    087 43 15.78840(W) AD(       ) 2
 ME2608  NGVD 29 (07/19/86)  206.87   (m)          678.7    (f) LEVELING    3  
 ME2608
 ME2608.Superseded values are not recommended for survey control.
 ME2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2608.See file dsdata.txt to determine how the superseded data were derived.
 ME2608
 ME2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3937541437(NAD 83)
 ME2608_MARKER: DB = BENCH MARK DISK
 ME2608_SETTING: 0 = UNSPECIFIED SETTING
 ME2608
 ME2608  HISTORY     - Date     Condition        Report By
 ME2608  HISTORY     - 1952     MONUMENTED       USGS
 ME2608
 ME2608                          STATION DESCRIPTION
 ME2608
 ME2608'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 ME2608'50 W (USGS) BM IS 37 FEET NORTHWEST OF THE CENTER OF ST. LOUIS AVENUE
 ME2608'AND 25 FEET EAST OF A 16 INCH
 ME2608'LOCUST TREE.  THE MARK IS A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK
 ME2608'DISK SET FLUSH IN A DRILL HOLE IN A
 ME2608'CONCRETE SIDEWALK AND IS STAMPED PRM TRAV STA NO
 ME2608'50 W 1921.  (NOTE- THIS MARK IS LOOSE IN THE CONCRETE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2919 ***********************************************************************
 ME2919  DESIGNATION -  BM 53 Y
 ME2919  PID         -  ME2919
 ME2919  STATE/COUNTY-  IL/COOK
 ME2919  USGS QUAD   -  CALUMET CITY (1991)
 ME2919
 ME2919                         *CURRENT SURVEY CONTROL
 ME2919  ___________________________________________________________________
 ME2919* NAD 83(1997)-  41 37 21.39397(N)    087 34 54.39589(W)     ADJUSTED  
 ME2919* NAVD 88     -       184.81   (+/-2cm)     606.3    (feet)  VERTCON   
 ME2919  ___________________________________________________________________
 ME2919  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 ME2919  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2919
 ME2919  HORZ ORDER  -  SECOND
 ME2919  VERT ORDER  -  THIRD ? (See Below)
 ME2919
 ME2919.The horizontal coordinates were established by classical geodetic methods
 ME2919.and adjusted by the National Geodetic Survey in October 1999..
 ME2919
 ME2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2919.The vertical order pertains to the NGVD 29 superseded value.
 ME2919
 ME2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2919
 ME2919.The geoid height was determined by GEOID03.
 ME2919
 ME2919;                    North         East     Units Scale Factor Converg.
 ME2919;SPC IL E     -   550,459.886   362,632.251   MT  1.00002325   +0 29 57.2
 ME2919;SPC IL E     - 1,805,967.14  1,189,735.98   sFT  1.00002325   +0 29 57.2
 ME2919;SPC IN W     -   707,822.866   858,461.809   MT  0.99998789   -0 19 51.9
 ME2919;SPC IN W     - 2,322,248.85  2,816,470.12   sFT  0.99998789   -0 19 51.9
 ME2919;UTM  16      - 4,608,039.802   451,534.906   MT  0.99962890   -0 23 11.2
 ME2919
 ME2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2919!SPC IL E     -   0.99997626  x   1.00002325  =   0.99999951
 ME2919!SPC IN W     -   0.99997626  x   0.99998789  =   0.99996415
 ME2919!UTM  16      -   0.99997626  x   0.99962890  =   0.99960517
 ME2919
 ME2919                          SUPERSEDED SURVEY CONTROL
 ME2919
 ME2919  NAD 83(1997)-  41 37 21.39401(N)    087 34 54.39596(W) AD(       ) 2
 ME2919  NAD 83(1997)-  41 37 21.39892(N)    087 34 54.40347(W) AD(       ) 2
 ME2919  NAD 83(1986)-  41 37 21.39896(N)    087 34 54.40339(W) AD(       ) 2
 ME2919  NAD 27      -  41 37 21.27488(N)    087 34 54.24697(W) AD(       ) 2
 ME2919  NGVD 29 (07/19/86)  184.91   (m)          606.7    (f) LEVELING    3  
 ME2919
 ME2919.Superseded values are not recommended for survey control.
 ME2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2919.See file dsdata.txt to determine how the superseded data were derived.
 ME2919
 ME2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5153508040(NAD 83)
 ME2919_MARKER: DB = BENCH MARK DISK
 ME2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2919
 ME2919  HISTORY     - Date     Condition        Report By
 ME2919  HISTORY     - 1952     MONUMENTED       CGS
 ME2919  HISTORY     - 1977     GOOD             NGS
 ME2919
 ME2919                          STATION DESCRIPTION
 ME2919
 ME2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 ME2919'SEE STATION SANDRIDGE
 ME2919
 ME2919                          STATION RECOVERY (1977)
 ME2919
 ME2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2919'THE STATION IS LOCATED IN THE SOUTH SECTION OF CHICAGO IN THE
 ME2919'SOUTHWEST ANGLE OF SIBLEY AVENUE AND MICHIGAN CITY PLACE.
 ME2919'
 ME2919'THE STATION MARK IS A STANDARD DISK STAMPED---PT STA NO Y 53
 ME2919'1924---, SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE
 ME2919'MONUMENT.  IT IS 27 FEET SOUTH OF THE CENTER OF SIBLEY AVENUE
 ME2919'AND 24 FEET NORTHEAST OF THE CENTER OF MICHIGAN CITY PLACE.
 ME2919'
 ME2919'THIS MARK WAS PREVIOUSLY DESCRIBED AS BENCH MARK 52 Y USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2289 ***********************************************************************
 LB2289  DESIGNATION -  BM 70 W
 LB2289  PID         -  LB2289
 LB2289  STATE/COUNTY-  IL/IROQUOIS
 LB2289  USGS QUAD   -  SHELDON (1980)
 LB2289
 LB2289                         *CURRENT SURVEY CONTROL
 LB2289  ___________________________________________________________________
 LB2289* NAD 83(1997)-  40 49 18.03659(N)    087 31 32.40809(W)     ADJUSTED  
 LB2289* NAVD 88     -       201.62   (+/-2cm)     661.5    (feet)  VERTCON   
 LB2289  ___________________________________________________________________
 LB2289  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 LB2289  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LB2289
 LB2289  HORZ ORDER  -  SECOND
 LB2289  VERT ORDER  -  THIRD ? (See Below)
 LB2289
 LB2289.The horizontal coordinates were established by classical geodetic methods
 LB2289.and adjusted by the National Geodetic Survey in October 1999..
 LB2289
 LB2289.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2289.The vertical order pertains to the NGVD 29 superseded value.
 LB2289
 LB2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2289
 LB2289.The geoid height was determined by GEOID03.
 LB2289
 LB2289;                    North         East     Units Scale Factor Converg.
 LB2289;SPC IL E     -   461,553.053   368,134.438   MT  1.00003212   +0 31 40.8
 LB2289;SPC IL E     - 1,514,278.64  1,207,787.74   sFT  1.00003212   +0 31 40.8
 LB2289;SPC IN W     -   618,849.839   862,685.082   MT  0.99998380   -0 17 21.0
 LB2289;SPC IN W     - 2,030,343.18  2,830,325.97   sFT  0.99998380   -0 17 21.0
 LB2289;UTM  16      - 4,519,094.739   455,671.411   MT  0.99962419   -0 20 37.1
 LB2289
 LB2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2289!SPC IL E     -   0.99997357  x   1.00003212  =   1.00000569
 LB2289!SPC IN W     -   0.99997357  x   0.99998380  =   0.99995737
 LB2289!UTM  16      -   0.99997357  x   0.99962419  =   0.99959777
 LB2289
 LB2289                          SUPERSEDED SURVEY CONTROL
 LB2289
 LB2289  NAD 83(1997)-  40 49 18.03671(N)    087 31 32.40805(W) AD(       ) 2
 LB2289  NAD 83(1986)-  40 49 18.04297(N)    087 31 32.41684(W) AD(       ) 2
 LB2289  NAD 27      -  40 49 17.91320(N)    087 31 32.31500(W) AD(       ) 2
 LB2289  NGVD 29 (07/19/86)  201.69   (m)          661.7    (f) LEVELING    3  
 LB2289
 LB2289.Superseded values are not recommended for survey control.
 LB2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2289.See file dsdata.txt to determine how the superseded data were derived.
 LB2289
 LB2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5567119095(NAD 83)
 LB2289_MARKER: DB = BENCH MARK DISK
 LB2289_SETTING: 0 = UNSPECIFIED SETTING
 LB2289
 LB2289  HISTORY     - Date     Condition        Report By
 LB2289  HISTORY     - 1947     MONUMENTED       USGS
 LB2289
 LB2289                          STATION DESCRIPTION
 LB2289
 LB2289'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (RCB)
 LB2289'70 W (USGS) IS 68.05 FEET NORTHEAST OF STATION TAYLOR.  IT IS 13 FEET
 LB2289'EAST OF THE CENTER OF THE ROAD AND 2 FEET NORTH OF A FENCELINE.  THE
 LB2289'MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISK
 LB2289'CAPPED ON A IRON PIPE WHICH PROJECTS 6 INCHES.  THE DISK IS
 LB2289'STAMPED PRIM TRAV STA NO 70 W ILL 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2612 ***********************************************************************
 ME2612  DESIGNATION -  BM 74 A
 ME2612  PID         -  ME2612
 ME2612  STATE/COUNTY-  IL/KANKAKEE
 ME2612  USGS QUAD   -  ST ANNE (1973)
 ME2612
 ME2612                         *CURRENT SURVEY CONTROL
 ME2612  ___________________________________________________________________
 ME2612* NAD 83(1997)-  41 01 18.67778(N)    087 43 16.46600(W)     ADJUSTED  
 ME2612* NAVD 88     -       206.75   (+/-2cm)     678.3    (feet)  VERTCON   
 ME2612  ___________________________________________________________________
 ME2612  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 ME2612  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 ME2612
 ME2612  HORZ ORDER  -  SECOND
 ME2612  VERT ORDER  -  THIRD ? (See Below)
 ME2612
 ME2612.The horizontal coordinates were established by classical geodetic methods
 ME2612.and adjusted by the National Geodetic Survey in October 1999..
 ME2612
 ME2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2612.The vertical order pertains to the NGVD 29 superseded value.
 ME2612
 ME2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2612
 ME2612.The geoid height was determined by GEOID03.
 ME2612
 ME2612;                    North         East     Units Scale Factor Converg.
 ME2612;SPC IL E     -   483,649.306   351,480.375   MT  1.00000761   +0 24 06.3
 ME2612;SPC IL E     - 1,586,772.76  1,153,148.53   sFT  1.00000761   +0 24 06.3
 ME2612;UTM  16      - 4,541,433.676   439,362.380   MT  0.99964525   -0 28 24.2
 ME2612
 ME2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2612!SPC IL E     -   0.99997274  x   1.00000761  =   0.99998035
 ME2612!UTM  16      -   0.99997274  x   0.99964525  =   0.99961800
 ME2612
 ME2612                          SUPERSEDED SURVEY CONTROL
 ME2612
 ME2612  NAD 83(1997)-  41 01 18.67782(N)    087 43 16.46598(W) AD(       ) 2
 ME2612  NAD 83(1986)-  41 01 18.68318(N)    087 43 16.47281(W) AD(       ) 2
 ME2612  NAD 27      -  41 01 18.56560(N)    087 43 16.34400(W) AD(       ) 2
 ME2612  NGVD 29 (07/19/86)  206.83   (m)          678.6    (f) LEVELING    3  
 ME2612
 ME2612.Superseded values are not recommended for survey control.
 ME2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2612.See file dsdata.txt to determine how the superseded data were derived.
 ME2612
 ME2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3936241434(NAD 83)
 ME2612_MARKER: DB = BENCH MARK DISK
 ME2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2612
 ME2612  HISTORY     - Date     Condition        Report By
 ME2612  HISTORY     - 1952     MONUMENTED       USGS
 ME2612
 ME2612                          STATION DESCRIPTION
 ME2612
 ME2612'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 ME2612'74 A (USGS) BM IS 60 FEET NORTH OF
 ME2612'THE INTERSECTION OF ST. LOUIS
 ME2612'AVENUE AND WEST CHAPEL STREET AND 25 FEET NORTHWEST OF A STREET LIGHT
 ME2612'POLE.  THE MARK IS A 6 X 6 INCH
 ME2612'CONCRETE POST WHICH PROJECTS 6 INCHES WITH A BRONZE U.S.
 ME2612'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP
 ME2612'STAMPED 74 A 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0959 ***********************************************************************
 KB0959  DESIGNATION -  BM ALTON RR
 KB0959  PID         -  KB0959
 KB0959  STATE/COUNTY-  IL/SANGAMON
 KB0959  USGS QUAD   -  VIRDEN NORTH (1983)
 KB0959
 KB0959                         *CURRENT SURVEY CONTROL
 KB0959  ___________________________________________________________________
 KB0959* NAD 83(1986)-  39 33 52.     (N)    089 45 00.     (W)     SCALED    
 KB0959* NAVD 88     -       192.520  (meters)     631.63   (feet)  ADJUSTED  
 KB0959  ___________________________________________________________________
 KB0959  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KB0959  DYNAMIC HT  -         192.412 (meters)     631.27  (feet)  COMP
 KB0959  MODELED GRAV-     980,061.9   (mgal)                       NAVD 88
 KB0959
 KB0959  VERT ORDER  -  SECOND    CLASS 0
 KB0959
 KB0959.The horizontal coordinates were scaled from a topographic map and have
 KB0959.an estimated accuracy of +/- 6 seconds.
 KB0959
 KB0959.The orthometric height was determined by differential leveling
 KB0959.and adjusted by the National Geodetic Survey in June 1991..
 KB0959
 KB0959.The geoid height was determined by GEOID03.
 KB0959
 KB0959.The dynamic height is computed by dividing the NAVD 88
 KB0959.geopotential number by the normal gravity value computed on the
 KB0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0959.degrees latitude (g = 980.6199 gals.).
 KB0959
 KB0959.The modeled gravity was interpolated from observed gravity values.
 KB0959
 KB0959;                    North         East    Units  Estimated Accuracy
 KB0959;SPC IL W     -   321,710.      735,800.      MT  (+/- 180 meters Scaled)
 KB0959
 KB0959                          SUPERSEDED SURVEY CONTROL
 KB0959
 KB0959  NGVD 29 (??/??/92)  192.634  (m)          632.00   (f) ADJ UNCH    2 0
 KB0959
 KB0959.Superseded values are not recommended for survey control.
 KB0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0959.See file dsdata.txt to determine how the superseded data were derived.
 KB0959
 KB0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ637830(NAD 83)
 KB0959_MARKER: B = BOLT
 KB0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0959_SP_SET: CULVERT
 KB0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0959
 KB0959  HISTORY     - Date     Condition        Report By
 KB0959  HISTORY     - UNK      MONUMENTED       BORR
 KB0959  HISTORY     - 1935     GOOD             NGS
 KB0959
 KB0959                          STATION DESCRIPTION
 KB0959
 KB0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0959'1.7 MI N FROM THAYER.
 KB0959'1.7 MILES NORTH ALONG THE OLD ALTON RAILROAD FROM THE STATION
 KB0959'AT THAYER, SANGAMON COUNTY, 0.5 MILE SOUTH OF A COAL MINE, AT A
 KB0959'24-INCH IRONPIPE CULVERT, AND IN THE TOP OF THE NORTHEAST CORNER
 KB0959'OF THE EAST CONCRETE HEADWALL.  THE HEAD OF AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2264 ***********************************************************************
 LB2264  DESIGNATION -  BM DN VIL
 LB2264  PID         -  LB2264
 LB2264  STATE/COUNTY-  IL/VERMILION
 LB2264  USGS QUAD   -  DANVILLE NE (1978)
 LB2264
 LB2264                         *CURRENT SURVEY CONTROL
 LB2264  ___________________________________________________________________
 LB2264* NAD 83(1997)-  40 11 49.75464(N)    087 31 51.30874(W)     ADJUSTED  
 LB2264* NAVD 88     -       219.09   (+/-2cm)     718.8    (feet)  VERTCON   
 LB2264  ___________________________________________________________________
 LB2264  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 LB2264  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LB2264
 LB2264  HORZ ORDER  -  SECOND
 LB2264  VERT ORDER  -  THIRD ? (See Below)
 LB2264
 LB2264.The horizontal coordinates were established by classical geodetic methods
 LB2264.and adjusted by the National Geodetic Survey in October 1999..
 LB2264
 LB2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2264.The vertical order pertains to the NGVD 29 superseded value.
 LB2264
 LB2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2264
 LB2264.The geoid height was determined by GEOID03.
 LB2264
 LB2264;                    North         East     Units Scale Factor Converg.
 LB2264;SPC IL E     -   392,199.861   368,322.445   MT  1.00003244   +0 31 04.5
 LB2264;SPC IL E     - 1,286,742.38  1,208,404.55   sFT  1.00003244   +0 31 04.5
 LB2264;SPC IN W     -   549,504.284   861,890.280   MT  0.99998454   -0 17 20.0
 LB2264;SPC IN W     - 1,802,831.97  2,827,718.36   sFT  0.99998454   -0 17 20.0
 LB2264;UTM  16      - 4,449,774.896   454,811.401   MT  0.99962514   -0 20 33.6
 LB2264
 LB2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2264!SPC IL E     -   0.99997077  x   1.00003244  =   1.00000321
 LB2264!SPC IN W     -   0.99997077  x   0.99998454  =   0.99995531
 LB2264!UTM  16      -   0.99997077  x   0.99962514  =   0.99959592
 LB2264
 LB2264                          SUPERSEDED SURVEY CONTROL
 LB2264
 LB2264  NAD 83(1997)-  40 11 49.75463(N)    087 31 51.30874(W) AD(       ) 2
 LB2264  NAD 83(1986)-  40 11 49.76507(N)    087 31 51.31751(W) AD(       ) 2
 LB2264  NAD 27      -  40 11 49.62910(N)    087 31 51.26330(W) AD(       ) 2
 LB2264  NGVD 29 (07/19/86)  219.13   (m)          718.9    (f) LEVELING    3  
 LB2264
 LB2264.Superseded values are not recommended for survey control.
 LB2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2264.See file dsdata.txt to determine how the superseded data were derived.
 LB2264
 LB2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5481149775(NAD 83)
 LB2264_MARKER: DB = BENCH MARK DISK
 LB2264_SETTING: 0 = UNSPECIFIED SETTING
 LB2264
 LB2264  HISTORY     - Date     Condition        Report By
 LB2264  HISTORY     - 1934     MONUMENTED       USGS
 LB2264  HISTORY     - 1959     GOOD             CGS
 LB2264  HISTORY     - 1969     GOOD             CGS
 LB2264
 LB2264                          STATION DESCRIPTION
 LB2264
 LB2264'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (GLA)
 LB2264'USGS BM D. N. VIL, IS A 3-INCH IRON PIPE WITH A STANDARD
 LB2264'GEOLOGICAL SURVEY BRASS CAP SCREWED INTO THE TOP, ON THE WEST SIDE
 LB2264'OF THE STATE LINE ROAD, 1.5 FEET EAST OF THE SIDEWALK, 20 FEET
 LB2264'NORTHEAST OF THE DOORWAY TO THE BANK, ABOUT 30 YARDS SOUTH OF THE
 LB2264'RAILROAD CROSSING, AND PROJECTS 8 INCHES.
 LB2264
 LB2264                          STATION RECOVERY (1959)
 LB2264
 LB2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 LB2264'USGS BM D. N. VIL, WAS RECOVERED AS DESCRIBED AND IS IN
 LB2264'GOOD CONDITION.
 LB2264
 LB2264                          STATION RECOVERY (1969)
 LB2264
 LB2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2264'FOUND IN GOOD CONDITION.
 LB2264'
 LB2264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1680 ***********************************************************************
 MF1680  DESIGNATION -  BM EB 18
 MF1680  PID         -  MF1680
 MF1680  STATE/COUNTY-  IL/BUREAU
 MF1680  USGS QUAD   -  MANLIUS (1983)
 MF1680
 MF1680                         *CURRENT SURVEY CONTROL
 MF1680  ___________________________________________________________________
 MF1680* NAD 83(1997)-  41 29 47.96204(N)    089 40 51.63472(W)     ADJUSTED  
 MF1680* NAVD 88     -       119.61   (+/-2cm)     392.4    (feet)  VERTCON   
 MF1680  ___________________________________________________________________
 MF1680  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MF1680  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1680
 MF1680  HORZ ORDER  -  SECOND
 MF1680  VERT ORDER  -  THIRD ? (See Below)
 MF1680
 MF1680.The horizontal coordinates were established by classical geodetic methods
 MF1680.and adjusted by the National Geodetic Survey in October 1999..
 MF1680
 MF1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1680.The vertical order pertains to the NGVD 29 superseded value.
 MF1680
 MF1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1680
 MF1680.The geoid height was determined by GEOID03.
 MF1680
 MF1680;                    North         East     Units Scale Factor Converg.
 MF1680;SPC IL W     -   536,294.142   740,550.261   MT  0.99996140   +0 19 18.4
 MF1680;SPC IL W     - 1,759,491.70  2,429,621.98   sFT  0.99996140   +0 19 18.4
 MF1680;UTM  16      - 4,597,363.425   276,213.888   MT  1.00021635   -1 46 37.6
 MF1680
 MF1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1680!SPC IL W     -   0.99998642  x   0.99996140  =   0.99994782
 MF1680!UTM  16      -   0.99998642  x   1.00021635  =   1.00020277
 MF1680
 MF1680                          SUPERSEDED SURVEY CONTROL
 MF1680
 MF1680  NAD 83(1997)-  41 29 47.96234(N)    089 40 51.63469(W) AD(       ) 2
 MF1680  NAD 83(1986)-  41 29 47.96879(N)    089 40 51.64082(W) AD(       ) 2
 MF1680  NAD 27      -  41 29 47.84250(N)    089 40 51.28700(W) AD(       ) 2
 MF1680  NGVD 29 (07/19/86)  119.68   (m)          392.7    (f) LEVELING    3  
 MF1680
 MF1680.Superseded values are not recommended for survey control.
 MF1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1680.See file dsdata.txt to determine how the superseded data were derived.
 MF1680
 MF1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7621497363(NAD 83)
 MF1680_MARKER: P = PIPE CAP
 MF1680_SETTING: 0 = UNSPECIFIED SETTING
 MF1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF1680+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 MF1680
 MF1680  HISTORY     - Date     Condition        Report By
 MF1680  HISTORY     - 1954     MONUMENTED       USGS
 MF1680  HISTORY     - 19951025 MARK NOT FOUND   USPSQD
 MF1680  HISTORY     - 20010502 GOOD             USPSQD
 MF1680  HISTORY     - 20051025 GOOD             USPSQD
 MF1680
 MF1680                          STATION DESCRIPTION
 MF1680
 MF1680'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (ELJ)
 MF1680'STATION IS LOCATED ABOUT 3 MILES NORTH OF MANILUS AND IS ON ROAD
 MF1680'RIGHT-OF-WAY.  IT IS 45 FEET SOUTHWEST OF THE INTERSECTION OF A
 MF1680'GRAVEL T-ROAD, 11 FEET NORTHWEST OF A 6 INCH LOCUST TREE WITH A
 MF1680'TRIANGLE BLAZE ON THE NORTH SIDE AND 2 FEET EAST OF A FENCE
 MF1680'LINE.  THE MARK IS A ROUND 4 INCH IRON PIPE THAT PROJECTS 8
 MF1680'INCHES WITH A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MF1680'IN THE TOP STAMPED ILL. 693 (FEET ABOVE SEA LEVEL) EB 18 1921.
 MF1680'
 MF1680'A TRAVERSE CONNECTION WAS MADE TO TRIANGLE STATION BEDFORD THE
 MF1680'DISTANCE IS 396.10 FEET 120.732 METERS.
 MF1680'
 MF1680'TO REACH THE STATION FROM THE INTERSECTION OF A GRAVEL ROAD AND A
 MF1680'RAILROAD CROSSING JUST EAST OF THE RAILROAD DEPOT IN MANLIUS, GO
 MF1680'NORTH ON GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT, TURN
 MF1680'RIGHT AND GO NORTHEAST AND NORTH ON GRAVEL ROAD FOR 2.0 MILES TO
 MF1680'A SIDE ROAD RIGHT AND THE STATION ON THE LEFT SOUTHWEST OF THE
 MF1680'INTERSECTION AS DESCRIBED.
 MF1680
 MF1680                          STATION RECOVERY (1995)
 MF1680
 MF1680'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1680'MARK NOT FOUND.
 MF1680
 MF1680                          STATION RECOVERY (2001)
 MF1680
 MF1680'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF1680'RECOVERED IN GOOD CONDITION.
 MF1680
 MF1680                          STATION RECOVERY (2005)
 MF1680
 MF1680'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2804 ***********************************************************************
 AJ2804  DESIGNATION -  BM HSM AME
 AJ2804  PID         -  AJ2804
 AJ2804  STATE/COUNTY-  IL/COOK
 AJ2804  USGS QUAD   -  JACKSON PARK (1993)
 AJ2804
 AJ2804                         *CURRENT SURVEY CONTROL
 AJ2804  ___________________________________________________________________
 AJ2804* NAD 83(1997)-  41 53 16.54365(N)    087 36 45.88443(W)     ADJUSTED  
 AJ2804* NAVD 88     -       178.2    (meters)     585.     (feet)  GPS OBS   
 AJ2804  ___________________________________________________________________
 AJ2804  X           -     198,079.671 (meters)                     COMP
 AJ2804  Y           -  -4,751,299.799 (meters)                     COMP
 AJ2804  Z           -   4,236,441.612 (meters)                     COMP
 AJ2804  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AJ2804  ELLIP HEIGHT-         144.65  (meters)          (04/23/01) GPS OBS
 AJ2804  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AJ2804
 AJ2804  HORZ ORDER  -  FIRST
 AJ2804  ELLP ORDER  -  THIRD     CLASS I
 AJ2804
 AJ2804.The horizontal coordinates were established by GPS observations
 AJ2804.and adjusted by the National Geodetic Survey in April 2001..
 AJ2804
 AJ2804.The orthometric height was determined by GPS observations and a
 AJ2804.high-resolution geoid model.
 AJ2804
 AJ2804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2804
 AJ2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2804
 AJ2804.The ellipsoidal height was determined by GPS observations
 AJ2804.and is referenced to NAD 83.
 AJ2804
 AJ2804.The geoid height was determined by GEOID03.
 AJ2804
 AJ2804;                    North         East     Units Scale Factor Converg.
 AJ2804;SPC IL E     -   579,906.025   359,804.556   MT  1.00001899   +0 28 52.1
 AJ2804;SPC IL E     - 1,902,575.02  1,180,458.78   sFT  1.00001899   +0 28 52.1
 AJ2804;UTM  16      - 4,637,514.704   449,164.809   MT  0.99963180   -0 24 32.8
 AJ2804
 AJ2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2804!SPC IL E     -   0.99997731  x   1.00001899  =   0.99999630
 AJ2804!UTM  16      -   0.99997731  x   0.99963180  =   0.99960912
 AJ2804
 AJ2804                          SUPERSEDED SURVEY CONTROL
 AJ2804
 AJ2804.No superseded survey control is available for this station.
 AJ2804
 AJ2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4916537515(NAD 83)
 AJ2804_MARKER: DD = SURVEY DISK
 AJ2804_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ2804_SP_SET: RETAINING WALL
 AJ2804_STAMPING: BM HS-AME-106-CHI
 AJ2804_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2804+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 AJ2804
 AJ2804  HISTORY     - Date     Condition        Report By
 AJ2804  HISTORY     - 1985     MONUMENTED
 AJ2804  HISTORY     - 20000816 GOOD             SECI
 AJ2804  HISTORY     - 20060830 GOOD             GEOCAC
 AJ2804
 AJ2804                          STATION DESCRIPTION
 AJ2804
 AJ2804'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2804'STATION IS LOCATED IN THE CITY OF CHICAGO APPROXIMATELY 200 FT EAST
 AJ2804'OF LAKE SHORE DRIVE, SOUTH OF THE CHICAGO RIVER AND EAST OF
 AJ2804'WACKER DRIVE( WACKER DRIVE EXTENDED).  STATION IS LOCATED WEST
 AJ2804'NORTHWEST OF CHICAGO MARINA BUILDING.  STATION IS IN THE
 AJ2804'NORTHEAST CORNER OF INTERSECTION OF CHICAGO RIVER AND CHICAGO
 AJ2804'HARBOR ON A CONCRETE RETAINING WALL APPROXIMATELY 25 FT EAST
 AJ2804'NORTHEAST OF FLAG POLES.  CONTACT ARMY CORPS OF ENGINEERS FOR
 AJ2804'ADDITIONAL INFORMATION.
 AJ2804' 
 AJ2804' 
 AJ2804'
 AJ2804
 AJ2804                          STATION RECOVERY (2006)
 AJ2804
 AJ2804'RECOVERY NOTE BY GEOCACHING 2006 (GH)
 AJ2804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2806 ***********************************************************************
 AJ2806  DESIGNATION -  BM NPIF 1953
 AJ2806  PID         -  AJ2806
 AJ2806  STATE/COUNTY-  IL/COOK
 AJ2806  USGS QUAD   -  JACKSON PARK (1993)
 AJ2806
 AJ2806                         *CURRENT SURVEY CONTROL
 AJ2806  ___________________________________________________________________
 AJ2806* NAD 83(1997)-  41 53 21.54399(N)    087 36 34.18219(W)     ADJUSTED  
 AJ2806* NAVD 88     -       179.2    (meters)     588.     (feet)  GPS OBS   
 AJ2806  ___________________________________________________________________
 AJ2806  X           -     198,344.967 (meters)                     COMP
 AJ2806  Y           -  -4,751,186.414 (meters)                     COMP
 AJ2806  Z           -   4,236,557.165 (meters)                     COMP
 AJ2806  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AJ2806  ELLIP HEIGHT-         145.70  (meters)          (04/23/01) GPS OBS
 AJ2806  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AJ2806
 AJ2806  HORZ ORDER  -  FIRST
 AJ2806  ELLP ORDER  -  THIRD     CLASS I
 AJ2806
 AJ2806.The horizontal coordinates were established by GPS observations
 AJ2806.and adjusted by the National Geodetic Survey in April 2001..
 AJ2806
 AJ2806.The orthometric height was determined by GPS observations and a
 AJ2806.high-resolution geoid model.
 AJ2806
 AJ2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2806
 AJ2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2806
 AJ2806.The ellipsoidal height was determined by GPS observations
 AJ2806.and is referenced to NAD 83.
 AJ2806
 AJ2806.The geoid height was determined by GEOID03.
 AJ2806
 AJ2806;                    North         East     Units Scale Factor Converg.
 AJ2806;SPC IL E     -   580,062.569   360,073.039   MT  1.00001939   +0 28 59.9
 AJ2806;SPC IL E     - 1,903,088.61  1,181,339.63   sFT  1.00001939   +0 28 59.9
 AJ2806;UTM  16      - 4,637,666.999   449,435.586   MT  0.99963146   -0 24 25.1
 AJ2806
 AJ2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2806!SPC IL E     -   0.99997715  x   1.00001939  =   0.99999654
 AJ2806!UTM  16      -   0.99997715  x   0.99963146  =   0.99960862
 AJ2806
 AJ2806                          SUPERSEDED SURVEY CONTROL
 AJ2806
 AJ2806.No superseded survey control is available for this station.
 AJ2806
 AJ2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4943637667(NAD 83)
 AJ2806_MARKER: DD = SURVEY DISK
 AJ2806_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ2806_SP_SET: RETAINING WALL
 AJ2806_STAMPING: NPIF 1953
 AJ2806_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2806+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2000
 AJ2806
 AJ2806  HISTORY     - Date     Condition        Report By
 AJ2806  HISTORY     - 1953     MONUMENTED
 AJ2806  HISTORY     - 20000815 GOOD             SECI
 AJ2806
 AJ2806                          STATION DESCRIPTION
 AJ2806
 AJ2806'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2806'STATION IS LOCATED IN THE CITY OF CHICAGO SOUTH OF THE SOUTHWEST
 AJ2806'CORNER OF NAVY PIER.  TO REACH THE STATION FROM THE INTERSECTION
 AJ2806'OF ILLINOIS AVE AND STREETER DR (JUST WEST OF NAVY PIER) PROCEED
 AJ2806'SOUTH SOUTHEAST ON STREETER DR APPROXIMATELY 0.15 MI TO ASPHALT
 AJ2806'DRIVE ON SOUTH SIDE OF STREETER DR.  PROCEED SOUTH ON ASPHALT
 AJ2806'DRIVE APPROXIMATELY 300 FT TO A LOCKED GATE.  TO GAIN ACCESS TO
 AJ2806'GATE CONTACT THE ARMY CORPS OF ENGINEERS BY CALLING THE PHONE
 AJ2806'NUMBER POSTED ON THE GATE.  STATION IS LOCATED IN THE SOUTHEAST
 AJ2806'CORNER OF INTERSECTION OF CONCRETE RETAINING WALLS AT THE
 AJ2806'INTERSECTION OF THE CHICAGO HARBOR AND THE OUTER BASIN.
 AJ2806' 
 AJ2806'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0246 ***********************************************************************
 JB0246  DESIGNATION -  BM USGS
 JB0246  PID         -  JB0246
 JB0246  STATE/COUNTY-  IL/WHITE
 JB0246  USGS QUAD   -  CENTERVILLE (1974)
 JB0246
 JB0246                         *CURRENT SURVEY CONTROL
 JB0246  ___________________________________________________________________
 JB0246* NAD 83(1986)-  38 14 59.     (N)    088 14 16.     (W)     SCALED    
 JB0246* NAVD 88     -       123.258  (meters)     404.39   (feet)  ADJUSTED  
 JB0246  ___________________________________________________________________
 JB0246  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB0246  DYNAMIC HT  -         123.179 (meters)     404.13  (feet)  COMP
 JB0246  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 JB0246
 JB0246  VERT ORDER  -  SECOND    CLASS 0
 JB0246
 JB0246.The horizontal coordinates were scaled from a topographic map and have
 JB0246.an estimated accuracy of +/- 6 seconds.
 JB0246
 JB0246.The orthometric height was determined by differential leveling
 JB0246.and adjusted by the National Geodetic Survey in June 1991..
 JB0246
 JB0246.The geoid height was determined by GEOID03.
 JB0246
 JB0246.The dynamic height is computed by dividing the NAVD 88
 JB0246.geopotential number by the normal gravity value computed on the
 JB0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0246.degrees latitude (g = 980.6199 gals.).
 JB0246
 JB0246.The modeled gravity was interpolated from observed gravity values.
 JB0246
 JB0246;                    North         East    Units  Estimated Accuracy
 JB0246;SPC IL E     -   175,700.      308,360.      MT  (+/- 180 meters Scaled)
 JB0246
 JB0246                          SUPERSEDED SURVEY CONTROL
 JB0246
 JB0246  NGVD 29 (??/??/92)  123.381  (m)          404.79   (f) ADJ UNCH    2 0
 JB0246
 JB0246.Superseded values are not recommended for survey control.
 JB0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0246.See file dsdata.txt to determine how the superseded data were derived.
 JB0246
 JB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH916342(NAD 83)
 JB0246_MARKER: DD = SURVEY DISK
 JB0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0246_SP_SET: CULVERT
 JB0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0246
 JB0246  HISTORY     - Date     Condition        Report By
 JB0246  HISTORY     - UNK      MONUMENTED       USGS
 JB0246  HISTORY     - 1961     GOOD             NGS
 JB0246
 JB0246                          STATION DESCRIPTION
 JB0246
 JB0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB0246'1.2 MI E FROM BURNT PRAIRIE.
 JB0246'ABOUT 1.2 MILES EAST ALONG AN ASPHALT PAVED ROAD FROM THE POST
 JB0246'OFFICE IN BURNT PRAIRIE, ABOUT 0.25 MILE WEST OF THE JUNCTION OF
 JB0246'A GRAVEL ROAD SOUTH, ABOUT 0.10 MILE EAST OF A HOUSE NORTH OF THE
 JB0246'ROAD, SET IN TOP OF THE WEST END OF THE NORTH HEADWALL OF A 50
 JB0246'FOOT CONCRETE BOX CULVERT WITH 3 OPENINGS, 10 FEET NORTH OF THE
 JB0246'CENTER OF THE ROAD, AND ABOUT 1.5 FEET ABOVE THE LEVEL OF THE
 JB0246'ROAD.  NOTE-- THERE IS NO STAMPING ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0162 ***********************************************************************
 NH0162  DESIGNATION -  BM USGS
 NH0162  PID         -  NH0162
 NH0162  STATE/COUNTY-  IL/MCHENRY
 NH0162  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0162
 NH0162                         *CURRENT SURVEY CONTROL
 NH0162  ___________________________________________________________________
 NH0162* NAD 83(1986)-  42 09 59.     (N)    088 17 24.     (W)     SCALED    
 NH0162* NAVD 88     -       225.902  (meters)     741.15   (feet)  ADJUSTED  
 NH0162  ___________________________________________________________________
 NH0162  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NH0162  DYNAMIC HT  -         225.824 (meters)     740.89  (feet)  COMP
 NH0162  MODELED GRAV-     980,270.5   (mgal)                       NAVD 88
 NH0162
 NH0162  VERT ORDER  -  SECOND    CLASS 0
 NH0162
 NH0162.The horizontal coordinates were scaled from a topographic map and have
 NH0162.an estimated accuracy of +/- 6 seconds.
 NH0162
 NH0162.The orthometric height was determined by differential leveling
 NH0162.and adjusted by the National Geodetic Survey in June 1991..
 NH0162
 NH0162.The geoid height was determined by GEOID03.
 NH0162
 NH0162.The dynamic height is computed by dividing the NAVD 88
 NH0162.geopotential number by the normal gravity value computed on the
 NH0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0162.degrees latitude (g = 980.6199 gals.).
 NH0162
 NH0162.The modeled gravity was interpolated from observed gravity values.
 NH0162
 NH0162;                    North         East    Units  Estimated Accuracy
 NH0162;SPC IL E     -   610,590.      303,580.      MT  (+/- 180 meters Scaled)
 NH0162
 NH0162                          SUPERSEDED SURVEY CONTROL
 NH0162
 NH0162  NGVD 29 (??/??/92)  225.960  (m)          741.34   (f) ADJ UNCH    2 0
 NH0162
 NH0162.Superseded values are not recommended for survey control.
 NH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0162.See file dsdata.txt to determine how the superseded data were derived.
 NH0162
 NH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM934690(NAD 83)
 NH0162_MARKER: DD = SURVEY DISK
 NH0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0162_SP_SET: BRIDGE
 NH0162_STAMPING: 741 TT 23 C 1947
 NH0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0162
 NH0162  HISTORY     - Date     Condition        Report By
 NH0162  HISTORY     - 1947     MONUMENTED       USGS
 NH0162  HISTORY     - 1960     GOOD             NGS
 NH0162  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NH0162  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 NH0162
 NH0162                          STATION DESCRIPTION
 NH0162
 NH0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0162'AT ALGONQUIN.
 NH0162'AT ALGONQUIN, ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 62
 NH0162'FROM THE INTERSECTION OF STATE HIGHWAY 31, IN TOP OF THE
 NH0162'NORTHWEST END OF THE WING WALL AT THE NORTH CORNER OF THE
 NH0162'HIGHWAY BRIDGE OVER FOX RIVER, 6 FEET NORTHEAST OF THE NORTHEAST
 NH0162'CURB LINE OF THE HIGHWAY, 1/2 FOOT NORTHWEST OF THE NORTHWEST
 NH0162'END OF THE STEEL GUARDRAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 NH0162'THE HIGHWAY.  NOTE-- THE MARK WAS APPARENTLY STAMPED AS SHOWN
 NH0162'ABOVE IN 1947 BY U.S. GEOLOGICAL SURVEY.
 NH0162
 NH0162                          STATION RECOVERY (1990)
 NH0162
 NH0162'RECOVERY NOTE BY US POWER SQUADRON 1990 (EOC)
 NH0162'MARK NOT FOUND.
 NH0162
 NH0162                          STATION RECOVERY (2001)
 NH0162
 NH0162'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMB)
 NH0162'IN QUAD 0420882 ENTIRE AREA WAS RECONSTRUCTED IN THE MCHENRY PRAIRIE
 NH0162'TRAIL WITH A WALKING/BIKING PATH, NEW BRIDGES, ETC.  WHERE RR TRACKS
 NH0162'EXISTED. PATH COVERS ALL OF THE OLD RR RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8308 ***********************************************************************
 AJ8308  PACS        -  This is a Primary Airport Control Station.
 AJ8308  DESIGNATION -  BMI A
 AJ8308  PID         -  AJ8308
 AJ8308  STATE/COUNTY-  IL/MCLEAN
 AJ8308  USGS QUAD   -  BLOOMINGTON EAST (1981)
 AJ8308
 AJ8308                         *CURRENT SURVEY CONTROL
 AJ8308  ___________________________________________________________________
 AJ8308* NAD 83(1997)-  40 28 21.82267(N)    088 54 33.11766(W)     ADJUSTED  
 AJ8308* NAVD 88     -       265.88   (meters)     872.3    (feet)  GPS OBS   
 AJ8308  ___________________________________________________________________
 AJ8308  X           -      92,499.963 (meters)                     COMP
 AJ8308  Y           -  -4,858,098.673 (meters)                     COMP
 AJ8308  Z           -   4,118,208.473 (meters)                     COMP
 AJ8308  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AJ8308  ELLIP HEIGHT-         233.89  (meters)          (09/22/04) GPS OBS
 AJ8308  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AJ8308
 AJ8308  HORZ ORDER  -  B
 AJ8308  ELLP ORDER  -  FOURTH    CLASS I
 AJ8308
 AJ8308.This mark is at Bloomington/normal Airport (BMI)
 AJ8308
 AJ8308.The horizontal coordinates were established by GPS observations
 AJ8308.and adjusted by the National Geodetic Survey in November 2002..
 AJ8308
 AJ8308.The orthometric height was determined by GPS observations and a
 AJ8308.high-resolution geoid model.
 AJ8308
 AJ8308.GPS derived orthometric heights for airport stations designated as
 AJ8308.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8308.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8308.not indicate centimeter accuracy relative to other marks which are
 AJ8308.part of the NAVD 88 network.
 AJ8308
 AJ8308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8308
 AJ8308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8308
 AJ8308.The ellipsoidal height was determined by GPS observations
 AJ8308.and is referenced to NAD 83.
 AJ8308
 AJ8308.The geoid height was determined by GEOID03.
 AJ8308
 AJ8308;                    North         East     Units Scale Factor Converg.
 AJ8308;SPC IL E     -   422,649.680   251,166.454   MT  1.00000434   -0 22 25.7
 AJ8308;SPC IL E     - 1,386,643.16    824,035.27   sFT  1.00000434   -0 22 25.7
 AJ8308;UTM  16      - 4,481,978.202   338,155.909   MT  0.99992243   -1 14 22.2
 AJ8308
 AJ8308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8308!SPC IL E     -   0.99996331  x   1.00000434  =   0.99996765
 AJ8308!UTM  16      -   0.99996331  x   0.99992243  =   0.99988574
 AJ8308
 AJ8308                          SUPERSEDED SURVEY CONTROL
 AJ8308
 AJ8308  ELLIP H (11/27/02)  233.88   (m)                       GP(       ) 4 1
 AJ8308  NAD 83(1997)-  40 28 21.82256(N)    088 54 33.11775(W) AD(       ) B
 AJ8308  ELLIP H (03/18/02)  233.88   (m)                       GP(       ) 4 1
 AJ8308
 AJ8308.Superseded values are not recommended for survey control.
 AJ8308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8308.See file dsdata.txt to determine how the superseded data were derived.
 AJ8308
 AJ8308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3815681978(NAD 83)
 AJ8308_MARKER: I = METAL ROD
 AJ8308_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8308_STAMPING: BMI A 2001
 AJ8308_MARK LOGO: NGS   
 AJ8308_PROJECTION: FLUSH
 AJ8308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8308+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001
 AJ8308_ROD/PIPE-DEPTH: 6.5  meters
 AJ8308_SLEEVE-DEPTH  : 1 meters
 AJ8308
 AJ8308  HISTORY     - Date     Condition        Report By
 AJ8308  HISTORY     - 20010423 MONUMENTED       WOOLPT
 AJ8308
 AJ8308                          STATION DESCRIPTION
 AJ8308
 AJ8308'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8308'THE STATION IS LOCATED APPROXIMATELY 6 MI SOUTHEAST OF NORMAL, 4
 AJ8308'MI WEST OF BLOOMINGTON, AND IS AT THE CENTRAL ILLINOIS REGIONAL
 AJ8308'AIRPORT. OWNERSHIP-- CENTRAL ILLINOIS REGIONAL AIRPORT, AIRPORT
 AJ8308'MANAGER MICHAEL LAPIER, OPERATIONS MANAGER DON SCHNEIDER,
 AJ8308'PHONE NUMBER (309) 663-2430. CONTACT THE OPERATIONS MANAGER AT
 AJ8308'LEAST SEVEN DAYS IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8308' 
 AJ8308'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE BUSINESS 55
 AJ8308'(VETERANS PARKWAY) AND US ROUTE 150 (MORRISSEY DRIVE), PROCEED
 AJ8308'NORTHEASTERLY 2.4 MI ALONG VETERANS PARKWAY TO THE JUNCTION OF
 AJ8308'EMPIRE DRIVE (ILLINOIS ROUTE 9). TURN RIGHT AND PROCEED EASTERLY 0.6
 AJ8308'MI ALONG EMPIRE DRIVE TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AJ8308'TURN RIGHT AND PROCEED SOUTHERLY 0.15 MI ALONG THE ENTRANCE
 AJ8308'ROAD TO THE TERMINAL AND THE GATE APPROXIMATELY 30 M TO THE
 AJ8308'RIGHT OF THE TERMINAL. PROCEED THROUGH THE GATE AND SOUTHEAST
 AJ8308'0.15 MI ACROSS THE TARMAC AND ALONG TAXIWAY D TO THE JUNCTION OF
 AJ8308'TAXIWAY E IN THE MIDDLE OF THE ABANDONED RUNWAY. TURN LEFT AND
 AJ8308'PROCEED SOUTHEAST 0.85 MI ALONG TAXIWAY E TO THE JUNCTION OF
 AJ8308'TAXIWAY E3 ON THE RIGHT. TURN RIGHT AND PROCEED SOUTHWEST 0.12 MI
 AJ8308'ALONG TAXIWAY E3, CROSSING OVER RUNWAY 11-29 TO TAXIWAY G.
 AJ8308'CONTINUE SOUTHWESTERLY 0.55 MI ALONG TAXIWAY G TO THE JUNCTION
 AJ8308'OF TAXIWAY G1 ON THE LEFT. TURN LEFT AND PROCEED SOUTHEAST 0.1 MI
 AJ8308'ALONG TAXIWAY G1, CROSSING RUNWAY 2-20, TO A PERIMETER ROAD.
 AJ8308'CONTINUE NORTHEASTERLY 0.45 MI ALONG THE PERIMETER ROAD TO A
 AJ8308'GATE LEADING TO EAST OAKLAND AVE AND THE STATION ON THE RIGHT.
 AJ8308' 
 AJ8308'THE STATION IS LOCATED 15.89 M ON AN AZIMUTH OF 325 DEGREES FROM
 AJ8308'THE JUNCTION OF TWO CHAINLINK FENCES, 8.64 M ON AN AZIMUTH OF 270
 AJ8308'DEGREES FROM THE FACE OF THE PERIMETER FENCE, AND 6.37 M ON AN
 AJ8308'AZIMUTH OF 180 DEGREES FROM THE CENTERLINE OF EAST OAKLAND AVE.
 AJ8308'THE STATION IS A PUNCHMARK SET IN THE TOP OF A STAINLESS STEEL ROD
 AJ8308'DRIVEN TO A SLOW DRIVING RATE AT A DEPTH OF 6.5 M AND ENCASED IN A 1
 AJ8308'M FINNED SLEEVE FILLED WITH NON-TOXIC GREASE SURROUND BY A 5 INCH
 AJ8308'PVC PIPE WITH A NGS LOGO CAP STAMPED-- BMI A 2001-- ENCASED IN A 0.3 M
 AJ8308'DIAMETER CONCRETE COLLAR WITH AN IMBEDDED IRON ROD FLUSH WITH
 AJ8308'THE GROUND. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AJ8308'FOR A CLASS A MARK. THIS STATION IS DESIGNATED AS THE PRIMARY
 AJ8308'AIRPORT CONTROL STATION.
 AJ8308' 
 AJ8308' 
 AJ8308' 
 AJ8308'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8836 ***********************************************************************
 AC8836  CBN         -  This is a Cooperative Base Network Control Station.
 AC8836  SACS        -  This is a Secondary Airport Control Station.
 AC8836  DESIGNATION -  BMI AP 1965 STA A
 AC8836  PID         -  AC8836
 AC8836  STATE/COUNTY-  IL/MCLEAN
 AC8836  USGS QUAD   -  BLOOMINGTON EAST (1981)
 AC8836
 AC8836                         *CURRENT SURVEY CONTROL
 AC8836  ___________________________________________________________________
 AC8836* NAD 83(1997)-  40 29 05.42778(N)    088 55 27.17346(W)     ADJUSTED  
 AC8836* NAVD 88     -       261.03   (meters)     856.4    (feet)  GPS OBS   
 AC8836  ___________________________________________________________________
 AC8836  X           -      91,210.335 (meters)                     COMP
 AC8836  Y           -  -4,857,245.985 (meters)                     COMP
 AC8836  Z           -   4,119,228.402 (meters)                     COMP
 AC8836  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AC8836  ELLIP HEIGHT-         228.97  (meters)          (09/15/03) GPS OBS
 AC8836  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AC8836
 AC8836  HORZ ORDER  -  A
 AC8836  ELLP ORDER  -  FOURTH    CLASS I
 AC8836
 AC8836.This mark is at Bloomington/normal Airport (BMI)
 AC8836
 AC8836.The horizontal coordinates were established by GPS observations
 AC8836.and adjusted by the National Geodetic Survey in September 2003..
 AC8836
 AC8836.The orthometric height was determined by GPS observations and a
 AC8836.high-resolution geoid model.
 AC8836
 AC8836.GPS derived orthometric heights for airport stations designated as
 AC8836.PACS or SACS are published to 2 decimal places.  This maintains
 AC8836.centimeter relative accuracy between the PACS and SACS.  It does
 AC8836.not indicate centimeter accuracy relative to other marks which are
 AC8836.part of the NAVD 88 network.
 AC8836
 AC8836.Photographs are available for this station.
 AC8836
 AC8836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8836
 AC8836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8836
 AC8836.The ellipsoidal height was determined by GPS observations
 AC8836.and is referenced to NAD 83.
 AC8836
 AC8836.The geoid height was determined by GEOID03.
 AC8836
 AC8836;                    North         East     Units Scale Factor Converg.
 AC8836;SPC IL E     -   424,003.096   249,902.134   MT  1.00000588   -0 23 01.1
 AC8836;SPC IL E     - 1,391,083.49    819,887.25   sFT  1.00000588   -0 23 01.1
 AC8836;UTM  16      - 4,483,350.457   336,912.284   MT  0.99992740   -1 14 58.4
 AC8836
 AC8836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8836!SPC IL E     -   0.99996408  x   1.00000588  =   0.99996996
 AC8836!UTM  16      -   0.99996408  x   0.99992740  =   0.99989149
 AC8836
 AC8836                          SUPERSEDED SURVEY CONTROL
 AC8836
 AC8836  NAD 83(1997)-  40 29 05.42776(N)    088 55 27.17284(W) AD(       ) 1
 AC8836  ELLIP H (11/27/02)  228.95   (m)                       GP(       ) 4 1
 AC8836  NAD 83(1997)-  40 29 05.42765(N)    088 55 27.17293(W) AD(       ) 1
 AC8836  ELLIP H (03/18/02)  228.96   (m)                       GP(       ) 4 1
 AC8836
 AC8836.Superseded values are not recommended for survey control.
 AC8836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8836.See file dsdata.txt to determine how the superseded data were derived.
 AC8836
 AC8836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3691283350(NAD 83)
 AC8836_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC8836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8836_STAMPING: AP 1965 STA A
 AC8836_MARK LOGO: CGS   
 AC8836_PROJECTION: RECESSED 5 CENTIMETERS
 AC8836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8836+STABILITY: SURFACE MOTION
 AC8836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8836+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 AC8836
 AC8836  HISTORY     - Date     Condition        Report By
 AC8836  HISTORY     - 1965     MONUMENTED       CGS
 AC8836  HISTORY     - 19890615 GOOD             NGS
 AC8836  HISTORY     - 20010423 GOOD             WOOLPT
 AC8836  HISTORY     - 20030702 GOOD             NGS
 AC8836
 AC8836                          STATION DESCRIPTION
 AC8836
 AC8836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC8836'THE STATION IS LOCATED ON LINE WITH THE END OF RUNWAY 21, 71.3 FT
 AC8836'(21.7 M) SSE OF THE E THRESHOLD LIGHT AND 60.1 FT (18.3 M) SE OF THE
 AC8836'CORNER OF THE RUNWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AC8836'STAMPED AP 1965 STA A SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 AC8836'FLUSH WITH THE GROUND.
 AC8836
 AC8836                          STATION RECOVERY (2001)
 AC8836
 AC8836'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 AC8836'THE STATION IS LOCATED APPROXIMATELY 6 MI SOUTHEAST OF NORMAL, 4
 AC8836'MI WEST OF BLOOMINGTON, AND IS AT THE CENTRAL ILLINOIS REGIONAL
 AC8836'AIRPORT. OWNERSHIP-- CENTRAL ILLINOIS REGIONAL AIRPORT, AIRPORT
 AC8836'MANAGER MICHAEL LAPIER, OPERATIONS MANAGER DON SCHNEIDER,
 AC8836'PHONE NUMBER (309) 663-2430. CONTACT THE OPERATIONS MANAGER AT
 AC8836'LEAST SEVEN DAYS IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AC8836' 
 AC8836'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE BUSINESS 55
 AC8836'(VETERANS PARKWAY) AND US ROUTE 150 (MORRISSEY DRIVE), PROCEED
 AC8836'NORTHEASTERLY 2.4 MI ALONG VETERANS PARKWAY TO THE JUNCTION OF
 AC8836'EMPIRE DRIVE (ILLINOIS ROUTE 9). TURN RIGHT AND PROCEED EASTERLY 0.6
 AC8836'MI ALONG EMPIRE DRIVE TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AC8836'TURN RIGHT AND PROCEED SOUTHERLY 0.15 MI ALONG THE ENTRANCE
 AC8836'ROAD TO THE TERMINAL AND THE GATE APPROXIMATELY 30 M TO THE
 AC8836'RIGHT OF THE TERMINAL. PROCEED THROUGH THE GATE AND SOUTHEAST
 AC8836'0.15 MI ACROSS THE TARMAC AND ALONG TAXIWAY D TO THE JUNCTION OF
 AC8836'TAXIWAY E IN THE MIDDLE OF THE ABANDONED RUNWAY. TURN LEFT AND
 AC8836'PROCEED NORTHEAST 0.3 MI ALONG THE ABANDONED RUNWAY TO THE
 AC8836'APPROACH END OF 21 AND THE STATION ON THE RIGHT, SET ONLINE WITH
 AC8836'THE END OF THE PAVEMENT.
 AC8836' 
 AC8836'THE STATION IS LOCATED 21.74 M ON AN AZIMUTH OF 110 DEGREES FROM
 AC8836'THE EDGE OF PAVEMENT OF THE ABANDONED RUNWAY, 16.74 M ON AN
 AC8836'AZIMUTH 295 DEGREES FROM THE CENTERLINE OF A TRAIL LEADING
 AC8836'NORTHWEST, 16.24 M ON AN AZIMUTH OF 295 DEGREES FROM A CONCRETE PAD
 AC8836'LABELED-- SPLICE--, AND 13.52 ON AN AZIMUTH OF 163 DEGREES FROM A
 AC8836'CONCRETE PAD LABELED-- CABLE--.THE STATION IS A USCGS TOPOGRAPHIC DISK
 AC8836'STAMPED--STA A AP 1965-- SET IN THE TOP OF A 0.3 M DIAMETER CONCRETE
 AC8836'MONUMENT AND RECESSED 5 CM BENEATH THE GROUND. THIS STATION IS
 AC8836'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AC8836' 
 AC8836' 
 AC8836' 
 AC8836' 
 AC8836'
 AC8836
 AC8836                          STATION RECOVERY (2003)
 AC8836
 AC8836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CP)
 AC8836'RECOVERED AS DESCRIBED
 AC8836'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8318 ***********************************************************************
 AJ8318  SACS        -  This is a Secondary Airport Control Station.
 AJ8318  DESIGNATION -  BMI B
 AJ8318  PID         -  AJ8318
 AJ8318  STATE/COUNTY-  IL/MCLEAN
 AJ8318  USGS QUAD   -  BLOOMINGTON EAST (1981)
 AJ8318
 AJ8318                         *CURRENT SURVEY CONTROL
 AJ8318  ___________________________________________________________________
 AJ8318* NAD 83(1997)-  40 28 53.56191(N)    088 54 24.91067(W)     ADJUSTED  
 AJ8318* NAVD 88     -       261.28   (meters)     857.2    (feet)  GPS OBS   
 AJ8318  ___________________________________________________________________
 AJ8318  X           -      92,681.070 (meters)                     COMP
 AJ8318  Y           -  -4,857,456.062 (meters)                     COMP
 AJ8318  Z           -   4,118,950.214 (meters)                     COMP
 AJ8318  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AJ8318  ELLIP HEIGHT-         229.29  (meters)          (09/22/04) GPS OBS
 AJ8318  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 AJ8318
 AJ8318  HORZ ORDER  -  FIRST
 AJ8318  ELLP ORDER  -  FOURTH    CLASS I
 AJ8318
 AJ8318.This mark is at Bloomington/normal Airport (BMI)
 AJ8318
 AJ8318.The horizontal coordinates were established by GPS observations
 AJ8318.and adjusted by the National Geodetic Survey in November 2002..
 AJ8318
 AJ8318.The orthometric height was determined by GPS observations and a
 AJ8318.high-resolution geoid model.
 AJ8318
 AJ8318.GPS derived orthometric heights for airport stations designated as
 AJ8318.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8318.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8318.not indicate centimeter accuracy relative to other marks which are
 AJ8318.part of the NAVD 88 network.
 AJ8318
 AJ8318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8318
 AJ8318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8318
 AJ8318.The ellipsoidal height was determined by GPS observations
 AJ8318.and is referenced to NAD 83.
 AJ8318
 AJ8318.The geoid height was determined by GEOID03.
 AJ8318
 AJ8318;                    North         East     Units Scale Factor Converg.
 AJ8318;SPC IL E     -   423,627.418   251,366.137   MT  1.00000410   -0 22 20.6
 AJ8318;SPC IL E     - 1,389,850.95    824,690.40   sFT  1.00000410   -0 22 20.6
 AJ8318;UTM  16      - 4,482,952.730   338,370.326   MT  0.99992158   -1 14 17.7
 AJ8318
 AJ8318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8318!SPC IL E     -   0.99996403  x   1.00000410  =   0.99996813
 AJ8318!UTM  16      -   0.99996403  x   0.99992158  =   0.99988562
 AJ8318
 AJ8318                          SUPERSEDED SURVEY CONTROL
 AJ8318
 AJ8318  ELLIP H (11/27/02)  229.28   (m)                       GP(       ) 4 1
 AJ8318  NAD 83(1997)-  40 28 53.56180(N)    088 54 24.91075(W) AD(       ) 1
 AJ8318  ELLIP H (03/18/02)  229.28   (m)                       GP(       ) 4 1
 AJ8318
 AJ8318.Superseded values are not recommended for survey control.
 AJ8318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8318.See file dsdata.txt to determine how the superseded data were derived.
 AJ8318
 AJ8318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3837082953(NAD 83)
 AJ8318_MARKER: DD = SURVEY DISK
 AJ8318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8318_STAMPING: BMI B 2001
 AJ8318_MARK LOGO: NGS   
 AJ8318_PROJECTION: RECESSED 6 CENTIMETERS
 AJ8318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8318+STABILITY: SURFACE MOTION
 AJ8318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8318+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001
 AJ8318
 AJ8318  HISTORY     - Date     Condition        Report By
 AJ8318  HISTORY     - 20010423 MONUMENTED       WOOLPT
 AJ8318
 AJ8318                          STATION DESCRIPTION
 AJ8318
 AJ8318'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8318'THE STATION IS LOCATED APPROXIMATELY 6 MI SOUTHEAST OF NORMAL, 4
 AJ8318'MI WEST OF BLOOMINGTON, AND IS AT THE CENTRAL ILLINOIS REGIONAL
 AJ8318'AIRPORT. OWNERSHIP-- CENTRAL ILLINOIS REGIONAL AIRPORT, AIRPORT
 AJ8318'MANAGER MICHAEL LAPIER, OPERATIONS MANAGER DON SCHNEIDER,
 AJ8318'PHONE NUMBER (309) 663-2430. CONTACT THE OPERATIONS MANAGER AT
 AJ8318'LEAST SEVEN DAYS IN ADVANCE TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8318' 
 AJ8318'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE BUSINESS 55
 AJ8318'(VETERANS PARKWAY) AND US ROUTE 150 (MORRISSEY DRIVE), PROCEED
 AJ8318'NORTHEASTERLY 2.4 MI ALONG VETERANS PARKWAY TO THE JUNCTION OF
 AJ8318'EMPIRE DRIVE (ILLINOIS ROUTE 9). TURN RIGHT AND PROCEED EASTERLY 0.6
 AJ8318'MI ALONG EMPIRE DRIVE TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 AJ8318'TURN RIGHT AND PROCEED SOUTHERLY 0.15 MI ALONG THE ENTRANCE
 AJ8318'ROAD TO THE TERMINAL AND THE GATE APPROXIMATELY 30 M TO THE
 AJ8318'RIGHT OF THE TERMINAL. PROCEED THROUGH THE GATE AND SOUTHEAST
 AJ8318'0.15 MI ACROSS THE TARMAC AND ALONG TAXIWAY D TO THE JUNCTION OF
 AJ8318'TAXIWAY E IN THE MIDDLE OF THE ABANDONED RUNWAY. TURN LEFT AND
 AJ8318'PROCEED SOUTHEAST 0.85 MI ALONG TAXIWAY E TO THE JUNCTION OF
 AJ8318'TAXIWAY F ON THE LEFT. TURN LEFT AND PROCEED NORTHEASTERLY 0.3 MI
 AJ8318'ALONG TAXIWAY F TO THE JUNCTION OF TAXIWAY F1 ON THE RIGHT. TURN
 AJ8318'RIGHT AND PROCEED SOUTHEAST 0.05 MI ALONG TAXIWAY F1 TO THE
 AJ8318'JUNCTION OF RUNWAY 2-20. TURN LEFT AND PROCEED NORTHEAST 0.25 MI
 AJ8318'ALONG RUNWAY 2-20 TO THE ACCESS ROAD LEADING TO THE GLIDE SLOPE
 AJ8318'SHACK ON THE RIGHT. TURN RIGHT AND PROCEED ALONG THE ACCESS
 AJ8318'ROAD TO THE GLIDE SLOPE SHACK AND THE STATION ON THE RIGHT.
 AJ8318' 
 AJ8318'THE STATION IS LOCATED 64.37 M ON AN AZIMUTH OF 290 DEGREES FROM
 AJ8318'THE EDGE OF PAVEMENT OF RUNWAY 2-20, 8.24 M ON AN AZIMUTH OF 20
 AJ8318'DEGREES FROM THE CENTERLINE OF THE ACCESS ROAD, AND 6.27 M ON
 AJ8318'AN AZIMUTH OF 110 DEGREES FROM THE EDGE OF THE CORN FIELD. THE
 AJ8318'STATION IS A NGS HORIZONTAL CONTROL DISK STAMPED--BMI B 2001--
 AJ8318'SET IN THE TOP OF A 0.3 M DIAMETER CONCRETE MONUMENT 1.2 M IN
 AJ8318'DEPTH WITH AN IMBEDDED IRON ROD AND RECESSED 6 CM BENEATH THE
 AJ8318'GROUND. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8318'CONTROL STATION.
 AJ8318' 
 AJ8318' 
 AJ8318' 
 AJ8318' 
 AJ8318' 
 AJ8318' 
 AJ8318'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1325 ***********************************************************************
 JA1325  DESIGNATION -  B+O 1 BORR
 JA1325  PID         -  JA1325
 JA1325  STATE/COUNTY-  IL/LAWRENCE
 JA1325  USGS QUAD   -  VINCENNES (1998)
 JA1325
 JA1325                         *CURRENT SURVEY CONTROL
 JA1325  ___________________________________________________________________
 JA1325* NAD 83(1986)-  38 41 13.     (N)    087 31 45.     (W)     SCALED    
 JA1325* NAVD 88     -       127.717  (meters)     419.02   (feet)  ADJUSTED  
 JA1325  ___________________________________________________________________
 JA1325  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JA1325  DYNAMIC HT  -         127.638 (meters)     418.76  (feet)  COMP
 JA1325  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JA1325
 JA1325  VERT ORDER  -  FIRST     CLASS II
 JA1325
 JA1325.The horizontal coordinates were scaled from a topographic map and have
 JA1325.an estimated accuracy of +/- 6 seconds.
 JA1325
 JA1325.The orthometric height was determined by differential leveling
 JA1325.and adjusted by the National Geodetic Survey in June 1991..
 JA1325
 JA1325.The geoid height was determined by GEOID03.
 JA1325
 JA1325.The dynamic height is computed by dividing the NAVD 88
 JA1325.geopotential number by the normal gravity value computed on the
 JA1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1325.degrees latitude (g = 980.6199 gals.).
 JA1325
 JA1325.The modeled gravity was interpolated from observed gravity values.
 JA1325
 JA1325;                    North         East    Units  Estimated Accuracy
 JA1325;SPC IL E     -   224,530.      369,970.      MT  (+/- 180 meters Scaled)
 JA1325
 JA1325                          SUPERSEDED SURVEY CONTROL
 JA1325
 JA1325  NGVD 29 (??/??/92)  127.852  (m)          419.46   (f) ADJ UNCH    1 2
 JA1325
 JA1325.Superseded values are not recommended for survey control.
 JA1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1325.See file dsdata.txt to determine how the superseded data were derived.
 JA1325
 JA1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH539821(NAD 83)
 JA1325_MARKER: X = CHISELED CROSS
 JA1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1325_SP_SET: BRIDGE
 JA1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1325
 JA1325  HISTORY     - Date     Condition        Report By
 JA1325  HISTORY     - UNK      MONUMENTED       BORR
 JA1325  HISTORY     - 1954     GOOD             NGS
 JA1325
 JA1325                          STATION DESCRIPTION
 JA1325
 JA1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JA1325'NEAR VINCENNES.
 JA1325'IN LAWRENCE COUNTY, ILLINOIS, OPPOSITE VINCENNES, KNOX COUNTY,
 JA1325'INDIANA, AT THE BALTIMORE AND OHIO RAILROAD BRIDGE OVER WABASH
 JA1325'RIVER, ON THE TOP OF THE NORTHEAST END OF THE BRIDGE SEAT OF
 JA1325'NORTHWEST STONE ABUTMENT OF BRIDGE, 10 FEET NORTHEAST OF
 JA1325'NORTHEAST RAIL, ABOUT 8 FEET BELOW LEVEL OF TRACK AND IS A
 JA1325'CHISELED CROSS SURROUNDED BY LETTERS U S P B M CUT IN STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0671 ***********************************************************************
 MG0671  DESIGNATION -  BOARDMAN
 MG0671  PID         -  MG0671
 MG0671  STATE/COUNTY-  IL/ROCK ISLAND
 MG0671  USGS QUAD   -  PORT BYRON (1991)
 MG0671
 MG0671                         *CURRENT SURVEY CONTROL
 MG0671  ___________________________________________________________________
 MG0671* NAD 83(1997)-  41 37 22.66074(N)    090 18 22.42869(W)     ADJUSTED  
 MG0671* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 MG0671  ___________________________________________________________________
 MG0671  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MG0671  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0671
 MG0671  HORZ ORDER  -  FIRST
 MG0671
 MG0671.The horizontal coordinates were established by classical geodetic methods
 MG0671.and adjusted by the National Geodetic Survey in October 1999..
 MG0671
 MG0671.The orthometric height was scaled from a topographic map.
 MG0671
 MG0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0671
 MG0671.The geoid height was determined by GEOID03.
 MG0671
 MG0671;                    North         East     Units Scale Factor Converg.
 MG0671;SPC IL W     -   550,216.909   688,369.732   MT  0.99994284   -0 05 33.7
 MG0671;SPC IL W     - 1,805,169.98  2,258,426.36   sFT  0.99994284   -0 05 33.7
 MG0671;SPC IA S     -   185,116.803   766,096.183   MT  0.99997546   +2 06 13.5
 MG0671;UTM  15      - 4,611,420.877   724,413.568   MT  1.00021979   +1 47 24.1
 MG0671
 MG0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0671!SPC IL W     -   0.99997004  x   0.99994284  =   0.99991288
 MG0671!SPC IA S     -   0.99997004  x   0.99997546  =   0.99994550
 MG0671!UTM  15      -   0.99997004  x   1.00021979  =   1.00018982
 MG0671
 MG0671|---------------------------------------------------------------------|
 MG0671| PID    Reference Object                     Distance      Geod. Az  |
 MG0671|                                                           dddmmss.s |
 MG0671| CL8911 BOARDMAN RM 1                        21.440 METERS 04845     |
 MG0671| CL8912 BOARDMAN RM 2                                      1242006.0 |
 MG0671|---------------------------------------------------------------------|
 MG0671
 MG0671                          SUPERSEDED SURVEY CONTROL
 MG0671
 MG0671  NAD 83(1997)-  41 37 22.66074(N)    090 18 22.42869(W) AD(       ) 1
 MG0671  NAD 83(1986)-  41 37 22.66549(N)    090 18 22.43526(W) AD(       ) 1
 MG0671  NAD 27      -  41 37 22.54400(N)    090 18 21.97000(W) AD(       ) 1
 MG0671
 MG0671.Superseded values are not recommended for survey control.
 MG0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0671.See file dsdata.txt to determine how the superseded data were derived.
 MG0671
 MG0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2441411421(NAD 83)
 MG0671_MARKER: DS = TRIANGULATION STATION DISK
 MG0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0671
 MG0671  HISTORY     - Date     Condition        Report By
 MG0671  HISTORY     - 1931     MONUMENTED       CGS
 MG0671  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 MG0671
 MG0671                          STATION DESCRIPTION
 MG0671
 MG0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0671'ONE AND ONE-HALF MILES NORTHEAST OF PORT BYRON, 4 MILES SOUTH
 MG0671'OF CORDOVE, ON LAND BELONGING TO MRS. EMMA L. BOARDMAN.
 MG0671'
 MG0671'REACHED FROM PORT BYRON AS FOLLOWS--IN NORTH PART OF PORT
 MG0671'BYRON, TURN EAST ONTO PAVED ROAD LEADING UP HILL.  THIS IS
 MG0671'THE ONLY PAVED ROAD LEADING OUT FROM HIGHWAY IN THIS VICINITY
 MG0671'AND IS ALMOST DIRECTLY OPPOSITE A SMALL STANDARD OIL FILLING
 MG0671'STATION.  CONTINUE ON THIS PAVED ROAD 1.2 MILES TO A POINT
 MG0671'WHERE A CRUSHED-ROCK ROAD TURNS LEFT, TURN ONTO THIS ROAD
 MG0671'AND CONTINUE FOR 0.6 MILE TO A POINT WHERE ROAD JOGS AND THEN
 MG0671'TURNS RIGHT, AT THIS POINT CONTINUE NORTH FOR 0.1 MILE TO
 MG0671'STATION SITE.
 MG0671'
 MG0671'MARK IS AT HIGHEST POINT OF RISE, 33 METERS SOUTH OF GAP
 MG0671'AND FARM ROAD LEADING TO FIELD ON WEST SIDE OF ROAD, 6.6
 MG0671'METERS SOUTH OF AN 8-INCH WALNUT TREE MARKED WITH A SMALL
 MG0671'TRIANGULAR BLAZE, 3.85 METERS WEST OF THE FENCE, 9.75 METERS
 MG0671'WEST OF THE ROAD, NEAR NORTH END OF GAP FORMED BY TWO GROUPS
 MG0671'OF WALNUT TREES.  MARK IS 8 INCHES BELOW SURFACE.
 MG0671'
 MG0671'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 1 FOOT WEST OF
 MG0671'FENCE LINE ON EAST SIDE OF ROAD, AND 8 METERS EAST OF CENTERLINE
 MG0671'OF ROAD.
 MG0671'
 MG0671'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION ABOUT 1/4
 MG0671'MILE DISTANT, 1 FOOT SOUTH OF FENCE ON NORTH SIDE OF ROAD,
 MG0671'21 FEET NORTH OF CENTERLINE OF ROAD, 50 YARDS WEST OF A
 MG0671'NORTH-AND-SOUTH FENCE LINE ON SOUTH SIDE OF ROAD, AND 0.1
 MG0671'MILE EAST OF INTERSECTION OF A NORTH-AND-SOUTH ROAD.
 MG0671'
 MG0671'REFERENCE MARKS ARE 6 INCHES ABOVE THE GROUND.
 MG0671'
 MG0671'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 MG0671
 MG0671                          STATION RECOVERY (1996)
 MG0671
 MG0671'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0207 ***********************************************************************
 JB0207  DESIGNATION -  BOGGS
 JB0207  PID         -  JB0207
 JB0207  STATE/COUNTY-  IL/WAYNE
 JB0207  USGS QUAD   -  BOYLESTON (1971)
 JB0207
 JB0207                         *CURRENT SURVEY CONTROL
 JB0207  ___________________________________________________________________
 JB0207* NAD 83(1997)-  38 16 14.30981(N)    088 27 00.52126(W)     ADJUSTED  
 JB0207* NAVD 88     -       115.146  (meters)     377.77   (feet)  ADJUSTED  
 JB0207  ___________________________________________________________________
 JB0207  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JB0207  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 JB0207  DYNAMIC HT  -         115.072 (meters)     377.53  (feet)  COMP
 JB0207  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JB0207
 JB0207  HORZ ORDER  -  SECOND
 JB0207  VERT ORDER  -  SECOND    CLASS 0
 JB0207
 JB0207.The horizontal coordinates were established by classical geodetic methods
 JB0207.and adjusted by the National Geodetic Survey in October 1999..
 JB0207
 JB0207.The orthometric height was determined by differential leveling
 JB0207.and adjusted by the National Geodetic Survey in June 1991..
 JB0207
 JB0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0207
 JB0207.The geoid height was determined by GEOID03.
 JB0207
 JB0207.The dynamic height is computed by dividing the NAVD 88
 JB0207.geopotential number by the normal gravity value computed on the
 JB0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0207.degrees latitude (g = 980.6199 gals.).
 JB0207
 JB0207.The modeled gravity was interpolated from observed gravity values.
 JB0207
 JB0207;                    North         East     Units Scale Factor Converg.
 JB0207;SPC IL E     -   178,021.514   289,778.236   MT  0.99997629   -0 04 20.5
 JB0207;SPC IL E     -   584,058.92    950,714.10   sFT  0.99997629   -0 04 20.5
 JB0207;UTM  16      - 4,236,838.373   373,147.308   MT  0.99979818   -0 53 53.9
 JB0207
 JB0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0207!SPC IL E     -   0.99998671  x   0.99997629  =   0.99996300
 JB0207!UTM  16      -   0.99998671  x   0.99979818  =   0.99978489
 JB0207
 JB0207|---------------------------------------------------------------------|
 JB0207| PID    Reference Object                     Distance      Geod. Az  |
 JB0207|                                                           dddmmss.s |
 JB0207| JB0209 BOGGS RM 1                           29.228 METERS 00526     |
 JB0207| JB0206 BOGGS AZ MK                                        0832053.0 |
 JB0207| JB0211 GERNAND                             APPROX. 2.1 KM 0865002.0 |
 JB0207| JB0208 BOGGS RM 2                           23.664 METERS 14325     |
 JB0207| JB1729 ADEN LOOKOUT TOWER                  APPROX. 6.9 KM 2413543.0 |
 JB0207|---------------------------------------------------------------------|
 JB0207
 JB0207                          SUPERSEDED SURVEY CONTROL
 JB0207
 JB0207  NAD 83(1997)-  38 16 14.31789(N)    088 27 00.51989(W) AD(       ) 2
 JB0207  NAD 83(1997)-  38 16 14.32116(N)    088 27 00.52063(W) AD(       ) 2
 JB0207  NAD 83(1986)-  38 16 14.32309(N)    088 27 00.52153(W) AD(       ) 2
 JB0207  NAD 27      -  38 16 14.15169(N)    088 27 00.34308(W) AD(       ) 2
 JB0207  NGVD 29 (??/??/92)  115.269  (m)          378.18   (f) ADJ UNCH    2 0
 JB0207
 JB0207.Superseded values are not recommended for survey control.
 JB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0207.See file dsdata.txt to determine how the superseded data were derived.
 JB0207
 JB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7314736838(NAD 83)
 JB0207_MARKER: DE = TRAVERSE STATION DISK
 JB0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0207_STAMPING: BOGGS 1961
 JB0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0207+STABILITY: SURFACE MOTION
 JB0207
 JB0207  HISTORY     - Date     Condition        Report By
 JB0207  HISTORY     - 1961     MONUMENTED       CGS
 JB0207  HISTORY     - 1961     GOOD             CGS
 JB0207  HISTORY     - 1972     MARK NOT FOUND   NGS
 JB0207
 JB0207                          STATION DESCRIPTION
 JB0207
 JB0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0207'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF WAYNE, CITY, ABOUT
 JB0207'9 MILES SOUTHWEST OF
 JB0207'FAIRFIELD, ABOUT 6 MILES WEST-NORTHWEST OF MILL SHOALS,
 JB0207'ABOUT 2 MILES NORTH-NORTHEAST
 JB0207'OF A SMALL VILLAGE OF ADEN AND 1 MILE
 JB0207'NORTH OF THE WAYNE-HAMILTON COUNTY LINE.
 JB0207'
 JB0207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 142
 JB0207'IN WAYNE CITY, GO
 JB0207'SOUTHERLY ON STATE HIGHWAY 142 FOR 6.05 MILES TO A CROSSROAD
 JB0207'AND HAGELS STORE ON THE
 JB0207'RIGHT, CONTINUE SOUTHERLY ON STATE HIGHWAY
 JB0207'142 FOR 2.5 MILES TO A SIDE ROAD LEFT AND A
 JB0207'SIGN ADEN 4, FIRE CONTROL
 JB0207'TOWER 1.  TURN LEFT, GO EAST ON GRAVEL ROAD FOR 4.4 MILES TO
 JB0207'THE GENERAL
 JB0207'STORE IN ADEN, CONTINUE EAST FOR 0.75 MILE TO A SIDE ROAD
 JB0207'LEFT, TURN LEFT, GO NORTH
 JB0207'FOR 2.05 MILES TO A T-ROAD, TURN LEFT, GO
 JB0207'WEST FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 JB0207'RIGHT, CONTINUE WEST FOR
 JB0207'0.1 MILE A T-ROAD AND THE STATION AS DESCRIBED.
 JB0207'
 JB0207'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JB0207'CONCRETE POST WHICH IS SET
 JB0207'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0207'BOGGS 1961.  THE MARK IS 37 FEET
 JB0207'WEST OF CENTER OF ROAD, 24 FEET
 JB0207'NORTH-NORTHWEST OF A TRIANGLE BLAZED TREE, 17.5
 JB0207'FEET NORTHEAST OF A
 JB0207'TRIANGLE BLAZED TREE AND 16.6 FEET NORTH OF A WITNESS POST.
 JB0207'
 JB0207'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0207'SQUARE CONCRETE POST
 JB0207'WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED BOGGS NO 1
 JB0207'1961.  THE MARK IS 112.2 FEET
 JB0207'NORTH-NORTHEAST OF WITNESS POST, 84
 JB0207'FEET NORTH OF CENTER OF ROAD AND 18 FEET EAST OF
 JB0207'CENTER OF ROAD.
 JB0207'
 JB0207'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0207'SQUARE CONCRETE POST
 JB0207'WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED BOGGS NO 2
 JB0207'1961.  THE MARK IS 83 FEET SOUTH
 JB0207'OF CENTER OF ROAD, 64.5 FEET
 JB0207'SOUTHEAST OF WITNESS POST AND 19 FEET EAST OF
 JB0207'CENTER OF ROAD.
 JB0207'
 JB0207'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB0207'CONCRETE POST WHICH
 JB0207'PROJECTS ABOUT 2 INCHES AND IS STAMPED BOGGS 1961.  THE
 JB0207'MARK IS 111 FEET EAST OF
 JB0207'DRIVEWAY, 16.5 FEET NORTH OF CENTER OF ROAD,
 JB0207'8 FEET SOUTHWEST OF A TREE AND 1.8 FEET
 JB0207'NORTH OF WITNESS POST.
 JB0207'
 JB0207'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 JB0207
 JB0207                          STATION RECOVERY (1961)
 JB0207
 JB0207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0207'7.5 MI SW FROM BARNHILL.
 JB0207'ABOUT 1.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 JB0207'BARNHILL, THENCE 0.75 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.5
 JB0207'MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE NORTH ALONG A
 JB0207'GRAVEL ROAD, THENCE 1.5 MILE WEST ALONG A GRAVEL ROAD, THENCE 2.0
 JB0207'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.25 MILES WEST ALONG A
 JB0207'DIRT ROAD, AT JUNCTION OF PRIVATE ROADS NORTH AND SOUTH TO OIL
 JB0207'WELLS, 15 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 36 FEET WEST
 JB0207'OF THE CENTER OF THE PRIVATE ROAD SOUTH, 40 FEET SOUTHWEST OF THE
 JB0207'WEST END OF THE CENTER OF THE PRIVATE ROAD SOUTH, 40 FEET
 JB0207'SOUTHWEST OF THE WEST END OF A CONCRETE PIPE CULVERT, 27 FEET
 JB0207'WEST OF THE WEST END OF ANOTHER CONCRETE PIPE CULVERT, 17.5
 JB0207'FEET NORTHEAST OF A 12 INCH TRIANGLE BLAZED ASH TREE, 16.6 FEET
 JB0207'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 JB0207'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0207
 JB0207                          STATION RECOVERY (1972)
 JB0207
 JB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JB0207'A LONG SEARCH WAS MADE FOR THIS STATION BUT NOTHING WAS FOUND.  THE
 JB0207'ENTIRE AREA HAS BEEN CHANGED.  THE STATION SITE IS NOW A ROAD WITH
 JB0207'DEEP DITCHES ALONG ITS SIDES.  IT IS ASSUMED THAT THE STATION WAS
 JB0207'EITHER BURIED OR DESTROYED DURING THE CONSTRUCTION OF THE ROAD,
 JB0207'DITCHING OR THE REMOVAL OF TREES AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0206 ***********************************************************************
 JB0206  DESIGNATION -  BOGGS AZ MK
 JB0206  PID         -  JB0206
 JB0206  STATE/COUNTY-  IL/WAYNE
 JB0206  USGS QUAD   -  BOYLESTON (1971)
 JB0206
 JB0206                         *CURRENT SURVEY CONTROL
 JB0206  ___________________________________________________________________
 JB0206* NAD 83(1986)-  38 16 14.     (N)    088 26 46.     (W)     SCALED    
 JB0206* NAVD 88     -       114.978  (meters)     377.22   (feet)  ADJUSTED  
 JB0206  ___________________________________________________________________
 JB0206  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 JB0206  DYNAMIC HT  -         114.904 (meters)     376.98  (feet)  COMP
 JB0206  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JB0206
 JB0206  VERT ORDER  -  SECOND    CLASS 0
 JB0206
 JB0206.The horizontal coordinates were scaled from a topographic map and have
 JB0206.an estimated accuracy of +/- 6 seconds.
 JB0206
 JB0206.The orthometric height was determined by differential leveling
 JB0206.and adjusted by the National Geodetic Survey in June 1991..
 JB0206
 JB0206.The geoid height was determined by GEOID03.
 JB0206
 JB0206.The dynamic height is computed by dividing the NAVD 88
 JB0206.geopotential number by the normal gravity value computed on the
 JB0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0206.degrees latitude (g = 980.6199 gals.).
 JB0206
 JB0206.The modeled gravity was interpolated from observed gravity values.
 JB0206
 JB0206;                    North         East    Units  Estimated Accuracy
 JB0206;SPC IL E     -   178,010.      290,130.      MT  (+/- 180 meters Scaled)
 JB0206
 JB0206                          SUPERSEDED SURVEY CONTROL
 JB0206
 JB0206  NGVD 29 (??/??/92)  115.101  (m)          377.63   (f) ADJ UNCH    2 0
 JB0206
 JB0206.Superseded values are not recommended for survey control.
 JB0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0206.See file dsdata.txt to determine how the superseded data were derived.
 JB0206
 JB0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH735368(NAD 83)
 JB0206_MARKER: DZ = AZIMUTH MARK DISK
 JB0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0206_STAMPING: BOGGS 1961
 JB0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0206+STABILITY: SURFACE MOTION
 JB0206
 JB0206  HISTORY     - Date     Condition        Report By
 JB0206  HISTORY     - 1961     MONUMENTED       CGS
 JB0206
 JB0206                          STATION DESCRIPTION
 JB0206
 JB0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0206'7.8 MI NW FROM MILL SHOALS.
 JB0206'ABOUT 2.7 MILES SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD FROM THE
 JB0206'POST OFFICE IN MILL SHOALS, THENCE 0.25 MILE SOUTH ALONG A GRAVEL
 JB0206'ROAD, THENCE 2.7 MILES WEST ALONG A GRAVEL ROAD, THENCE 2.0
 JB0206'MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.15 MILE WEST ALONG A
 JB0206'DIRT ROAD, 17 FEET NORTH OF THE CENTER OF THE ROAD, THENCE 0.15
 JB0206'MILE WEST ALONG A DIRT ROAD, 17 FEET NORTH OF THE CENTER OF THE
 JB0206'ROAD, 10 FEET SOUTHWEST OF A 20 INCH OAK TREE, 108 FEET SOUTHEAST
 JB0206'OF A PIPELINE CONTROL, 112 FEET EAST OF THE CENTER OF A DRIVE,
 JB0206'1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB0206'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0206'THIS MARK MAY ALSO BE REACHED FROM THE POST OFFICE IN BARNHILL
 JB0206'BY GOING 1.25 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.75 MILE
 JB0206'NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE WEST ALONG A GRAVEL
 JB0206'ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.5
 JB0206'MILES WEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES SOUTH ALONG A
 JB0206'GRAVEL ROAD, THENCE 1.15 MILE WEST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0209 ***********************************************************************
 JB0209  DESIGNATION -  BOGGS RM 1
 JB0209  PID         -  JB0209
 JB0209  STATE/COUNTY-  IL/WAYNE
 JB0209  USGS QUAD   -  BOYLESTON (1971)
 JB0209
 JB0209                         *CURRENT SURVEY CONTROL
 JB0209  ___________________________________________________________________
 JB0209* NAD 83(1986)-  38 16 14.     (N)    088 27 00.     (W)     SCALED    
 JB0209* NAVD 88     -       115.115  (meters)     377.67   (feet)  ADJUSTED  
 JB0209  ___________________________________________________________________
 JB0209  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 JB0209  DYNAMIC HT  -         115.041 (meters)     377.43  (feet)  COMP
 JB0209  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JB0209
 JB0209  VERT ORDER  -  SECOND    CLASS 0
 JB0209
 JB0209.The horizontal coordinates were scaled from a topographic map and have
 JB0209.an estimated accuracy of +/- 6 seconds.
 JB0209
 JB0209.The orthometric height was determined by differential leveling
 JB0209.and adjusted by the National Geodetic Survey in June 1991..
 JB0209
 JB0209.The geoid height was determined by GEOID03.
 JB0209
 JB0209.The dynamic height is computed by dividing the NAVD 88
 JB0209.geopotential number by the normal gravity value computed on the
 JB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0209.degrees latitude (g = 980.6199 gals.).
 JB0209
 JB0209.The modeled gravity was interpolated from observed gravity values.
 JB0209
 JB0209;                    North         East    Units  Estimated Accuracy
 JB0209;SPC IL E     -   178,010.      289,790.      MT  (+/- 180 meters Scaled)
 JB0209
 JB0209                          SUPERSEDED SURVEY CONTROL
 JB0209
 JB0209  NGVD 29 (??/??/92)  115.238  (m)          378.08   (f) ADJ UNCH    2 0
 JB0209
 JB0209.Superseded values are not recommended for survey control.
 JB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0209.See file dsdata.txt to determine how the superseded data were derived.
 JB0209
 JB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH731368(NAD 83)
 JB0209_MARKER: DR = REFERENCE MARK DISK
 JB0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0209_STAMPING: BOGGS NO 1 1961
 JB0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0209+STABILITY: SURFACE MOTION
 JB0209
 JB0209  HISTORY     - Date     Condition        Report By
 JB0209  HISTORY     - 1961     MONUMENTED       CGS
 JB0209
 JB0209                          STATION DESCRIPTION
 JB0209
 JB0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0209'7.5 MI SW FROM BARNHILL.
 JB0209'ABOUT 1.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 JB0209'BARNHILL, THENCE 0.75 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JB0209'0.5 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE NORTH ALONG
 JB0209'A GRAVEL ROAD, THENCE 1.5 MILES WEST ALONG A GRAVEL ROAD, THENCE
 JB0209'2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.25 MILES WEST
 JB0209'ALONG A DIRT ROAD, AT JUNCTION OF PRIVATE ROADS NORTH AND SOUTH
 JB0209'TO OIL WELLS, 18 FEET EAST OF THE CENTER OF THE PRIVATE ROAD
 JB0209'NORTH, 80 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 66 FEET
 JB0209'NORTH-NORTHEAST OF THE WEST END OF A CONCRETE PIPE CULVERT, 96.3
 JB0209'FEET NORTHEAST OF TRAVERSE STATION BOGGS, 112.5 FEET NORTHEAST
 JB0209'OF A METAL WITNESS POST, ABOUT 0.5 FOOT BELOW THE LEVEL OF THE
 JB0209'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0208 ***********************************************************************
 JB0208  DESIGNATION -  BOGGS RM 2
 JB0208  PID         -  JB0208
 JB0208  STATE/COUNTY-  IL/WAYNE
 JB0208  USGS QUAD   -  BOYLESTON (1971)
 JB0208
 JB0208                         *CURRENT SURVEY CONTROL
 JB0208  ___________________________________________________________________
 JB0208* NAD 83(1986)-  38 16 14.     (N)    088 27 00.     (W)     SCALED    
 JB0208* NAVD 88     -       115.440  (meters)     378.74   (feet)  ADJUSTED  
 JB0208  ___________________________________________________________________
 JB0208  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 JB0208  DYNAMIC HT  -         115.366 (meters)     378.50  (feet)  COMP
 JB0208  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JB0208
 JB0208  VERT ORDER  -  SECOND    CLASS 0
 JB0208
 JB0208.The horizontal coordinates were scaled from a topographic map and have
 JB0208.an estimated accuracy of +/- 6 seconds.
 JB0208
 JB0208.The orthometric height was determined by differential leveling
 JB0208.and adjusted by the National Geodetic Survey in June 1991..
 JB0208
 JB0208.The geoid height was determined by GEOID03.
 JB0208
 JB0208.The dynamic height is computed by dividing the NAVD 88
 JB0208.geopotential number by the normal gravity value computed on the
 JB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0208.degrees latitude (g = 980.6199 gals.).
 JB0208
 JB0208.The modeled gravity was interpolated from observed gravity values.
 JB0208
 JB0208;                    North         East    Units  Estimated Accuracy
 JB0208;SPC IL E     -   178,010.      289,790.      MT  (+/- 180 meters Scaled)
 JB0208
 JB0208                          SUPERSEDED SURVEY CONTROL
 JB0208
 JB0208  NGVD 29 (??/??/92)  115.563  (m)          379.14   (f) ADJ UNCH    2 0
 JB0208
 JB0208.Superseded values are not recommended for survey control.
 JB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0208.See file dsdata.txt to determine how the superseded data were derived.
 JB0208
 JB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH731368(NAD 83)
 JB0208_MARKER: DR = REFERENCE MARK DISK
 JB0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0208_STAMPING: BOGGS NO 2 1961
 JB0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0208+STABILITY: SURFACE MOTION
 JB0208
 JB0208  HISTORY     - Date     Condition        Report By
 JB0208  HISTORY     - 1961     MONUMENTED       CGS
 JB0208
 JB0208                          STATION DESCRIPTION
 JB0208
 JB0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0208'7.5 MI SW FROM BARNHILL.
 JB0208'ABOUT 1.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 JB0208'BARNHILL, THENCE 0.75 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.5
 JB0208'MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE NORTH ALONG A
 JB0208'GRAVEL ROAD, THENCE 1.5 MILES WEST ALONG A GRAVEL ROAD, THENCE
 JB0208'2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.25 MILES WEST ALONG
 JB0208'A DIRT ROAD, AT THE JUNCTION OF PRIVATE ROADS NORTH AND SOUTH
 JB0208'TO OIL WELLS, 19.5 FEET EAST OF THE CENTER OF THE PRIVATE ROAD
 JB0208'SOUTH, 84 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 68 FEET
 JB0208'SOUTH OF THE EAST END OF A CONCRETE PIPE CULVERT, 77.7 FEET
 JB0208'SOUTHEAST OF TRAVERSE STATION BOGGS, 65.5 FEET SOUTHEAST OF A
 JB0208'METAL WITNESS POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD,
 JB0208'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3062 ***********************************************************************
 AJ3062  DESIGNATION -  BOLINGBROOK 1
 AJ3062  PID         -  AJ3062
 AJ3062  STATE/COUNTY-  IL/WILL
 AJ3062  USGS QUAD   -  NORMANTOWN (1993)
 AJ3062
 AJ3062                         *CURRENT SURVEY CONTROL
 AJ3062  ___________________________________________________________________
 AJ3062* NAD 83(1997)-  41 39 14.36807(N)    088 09 39.07403(W)     ADJUSTED  
 AJ3062* NAVD 88     -       191.9    (meters)     630.     (feet)  GPS OBS   
 AJ3062  ___________________________________________________________________
 AJ3062  X           -     153,174.828 (meters)                     COMP
 AJ3062  Y           -  -4,770,288.074 (meters)                     COMP
 AJ3062  Z           -   4,217,071.947 (meters)                     COMP
 AJ3062  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AJ3062  ELLIP HEIGHT-         158.76  (meters)          (02/03/05) GPS OBS
 AJ3062  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AJ3062
 AJ3062  HORZ ORDER  -  FIRST
 AJ3062  ELLP ORDER  -  FOURTH    CLASS II
 AJ3062
 AJ3062.The horizontal coordinates were established by GPS observations
 AJ3062.and adjusted by the National Geodetic Survey in April 2001..
 AJ3062
 AJ3062.The orthometric height was determined by GPS observations and a
 AJ3062.high-resolution geoid model.
 AJ3062
 AJ3062.Photographs are available for this station.
 AJ3062
 AJ3062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3062
 AJ3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3062
 AJ3062.The ellipsoidal height was determined by GPS observations
 AJ3062.and is referenced to NAD 83.
 AJ3062
 AJ3062.The geoid height was determined by GEOID03.
 AJ3062
 AJ3062;                    North         East     Units Scale Factor Converg.
 AJ3062;SPC IL E     -   553,686.763   314,366.848   MT  0.99997754   +0 06 52.7
 AJ3062;SPC IL E     - 1,816,553.99  1,031,385.23   sFT  0.99997754   +0 06 52.7
 AJ3062;UTM  16      - 4,612,011.265   403,341.001   MT  0.99971497   -0 46 17.8
 AJ3062
 AJ3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3062!SPC IL E     -   0.99997510  x   0.99997754  =   0.99995264
 AJ3062!UTM  16      -   0.99997510  x   0.99971497  =   0.99969008
 AJ3062
 AJ3062                          SUPERSEDED SURVEY CONTROL
 AJ3062
 AJ3062  ELLIP H (04/24/01)  158.78   (m)                       GP(       ) 4 1
 AJ3062
 AJ3062.Superseded values are not recommended for survey control.
 AJ3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3062.See file dsdata.txt to determine how the superseded data were derived.
 AJ3062
 AJ3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0334112011(NAD 83)
 AJ3062_MARKER: I = METAL ROD
 AJ3062_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3062_STAMPING: BOLINGBROOK 1
 AJ3062_MARK LOGO: IL0887
 AJ3062_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3062_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3062+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 AJ3062_ROD/PIPE-DEPTH:  3.7 meters
 AJ3062_SLEEVE-DEPTH  :  0.9 meters
 AJ3062
 AJ3062  HISTORY     - Date     Condition        Report By
 AJ3062  HISTORY     - 20000719 MONUMENTED       SECI
 AJ3062
 AJ3062                          STATION DESCRIPTION
 AJ3062
 AJ3062'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3062'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF  BOLINGBROOK IN
 AJ3062'SECTION 25, T37N, R9E.  TO REACH FROM THE JUNCTION OF 127TH STREET
 AJ3062'AND NAPERVILLE-PLAINFIELD RD PROCEED EAST ON 127TH ST 0.80 MI TO
 AJ3062'ESSINGTON RD, THEN PROCEED EAST ON 127TH ST 0.2 MI TO THE
 AJ3062'ENTRANCE TO THE BOLINGBROOK SEWAGE TREATMENT PLANT 3 (ADDRESS
 AJ3062'2080). THEN PROCEED NORTH FOR 0.10 MI ON THE AGGREGATE ENTRANCE
 AJ3062'TO THE SEWAGE TREATMENT PLANT TO THE LOCKED GATE.  TO GAIN
 AJ3062'ACCESS TO THE GATE CALL THE VILLAGE OF BOLINGBROOK PUBLIC WORKS
 AJ3062'AT (630) 226-8856 IN ADVANCE. THEN PROCEED THROUGH THE GATE TO THE
 AJ3062'STATION LOCATED 50.3 FT NORTH OF CHAIN LINK FENCE AND 53.1 FT WEST
 AJ3062'OF CENTERLINE OF THE AGGREGATE ENTRANCE .  STATION IS 87 FT
 AJ3062'SOUTHWEST OF A LIGHTPOLE, 56.7 FT NORTHWEST OF A LIGHTPOLE, 52.6 FT
 AJ3062'NORTHWEST OF A 16 INCH METAL CULVERT, 48 FT SOUTH OF CENTERLINE
 AJ3062'OF AGGREGATE ENTRANCE, 39.8 FT SOUTHEAST OF A LIGHTPOLE, AND 2.0 FT
 AJ3062'NORTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ3062'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW
 AJ3062'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3062'(WB)
 AJ3062' 
 AJ3062' 
 AJ3062' 
 AJ3062' 
 AJ3062'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3063 ***********************************************************************
 AJ3063  DESIGNATION -  BOLINGBROOK 2
 AJ3063  PID         -  AJ3063
 AJ3063  STATE/COUNTY-  IL/WILL
 AJ3063  USGS QUAD   -  ROMEOVILLE (1993)
 AJ3063
 AJ3063                         *CURRENT SURVEY CONTROL
 AJ3063  ___________________________________________________________________
 AJ3063* NAD 83(1997)-  41 41 26.57795(N)    088 04 54.19137(W)     ADJUSTED  
 AJ3063* NAVD 88     -       206.3    (meters)     677.     (feet)  GPS OBS   
 AJ3063  ___________________________________________________________________
 AJ3063  X           -     159,672.741 (meters)                     COMP
 AJ3063  Y           -  -4,767,372.208 (meters)                     COMP
 AJ3063  Z           -   4,220,128.394 (meters)                     COMP
 AJ3063  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AJ3063  ELLIP HEIGHT-         173.16  (meters)          (02/03/05) GPS OBS
 AJ3063  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AJ3063
 AJ3063  HORZ ORDER  -  FIRST
 AJ3063  ELLP ORDER  -  FOURTH    CLASS II
 AJ3063
 AJ3063.The horizontal coordinates were established by GPS observations
 AJ3063.and adjusted by the National Geodetic Survey in April 2001..
 AJ3063
 AJ3063.The orthometric height was determined by GPS observations and a
 AJ3063.high-resolution geoid model.
 AJ3063
 AJ3063.Photographs are available for this station.
 AJ3063
 AJ3063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3063
 AJ3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3063
 AJ3063.The ellipsoidal height was determined by GPS observations
 AJ3063.and is referenced to NAD 83.
 AJ3063
 AJ3063.The geoid height was determined by GEOID03.
 AJ3063
 AJ3063;                    North         East     Units Scale Factor Converg.
 AJ3063;SPC IL E     -   557,781.808   320,946.495   MT  0.99998040   +0 10 02.5
 AJ3063;SPC IL E     - 1,829,989.15  1,052,971.96   sFT  0.99998040   +0 10 02.5
 AJ3063;UTM  16      - 4,616,002.932   409,981.417   MT  0.99969972   -0 43 10.2
 AJ3063
 AJ3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3063!SPC IL E     -   0.99997284  x   0.99998040  =   0.99995324
 AJ3063!UTM  16      -   0.99997284  x   0.99969972  =   0.99967257
 AJ3063
 AJ3063                          SUPERSEDED SURVEY CONTROL
 AJ3063
 AJ3063  ELLIP H (04/24/01)  173.18   (m)                       GP(       ) 4 1
 AJ3063
 AJ3063.Superseded values are not recommended for survey control.
 AJ3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3063.See file dsdata.txt to determine how the superseded data were derived.
 AJ3063
 AJ3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0998116003(NAD 83)
 AJ3063_MARKER: I = METAL ROD
 AJ3063_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3063_STAMPING: BOLINGBROOK 2
 AJ3063_MARK LOGO: IL0887
 AJ3063_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3063_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3063+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 AJ3063_ROD/PIPE-DEPTH:  3.7 meters
 AJ3063_SLEEVE-DEPTH  :  0.9 meters
 AJ3063
 AJ3063  HISTORY     - Date     Condition        Report By
 AJ3063  HISTORY     - 20000719 MONUMENTED       SECI
 AJ3063
 AJ3063                          STATION DESCRIPTION
 AJ3063
 AJ3063'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ3063'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF BOLINGBROOK  IN
 AJ3063'SECTION 15, T37N, R10E.  TO REACH FROM THE JUNCTION OF IL RT 53 AND
 AJ3063'LILY CACHE RD, PROCEED WEST ON LILY CACHE RD 0.65 MI TO THE STATION
 AJ3063'LOCATED IN FRONT OF BOLINGBROOK FIRE STATION 2 (375 LILY CACHE RD)
 AJ3063'STATION IS 440 FT WEST OF WOODCREEK DR, 300 FT EAST OF CANTERBURY
 AJ3063'DR, AND 0.3 MI EAST OF SCHMIDT RD.  STATION IS 30 FT NORTH NORTHWEST
 AJ3063'OF NORTHWEST CORNER OF FIRE STATION, 94 FT SOUTHEAST OF PK NAIL IN
 AJ3063'DECIDUOUS TREE, 90 FT WEST OF PK NAIL IN DECIDUOUS TREE, 58 FT WEST
 AJ3063'OF THE CENTERLINE OF THE FIRE STATION 2  EXIT, 35 FT EAST OF THE
 AJ3063'CENTERLINE OF THE ENTRANCE TO THE FIRE STATION PARKING LOT, 19 FT
 AJ3063'SOUTH OF THE CONCRETE SIDEWALK, 18 FT WEST OF THE PK NAIL IN THE
 AJ3063'DECIDUOUS TREE, 9.8 FT NORTH OF THE CONCRETE SIDEWALK, AND 3.6 FT
 AJ3063'EAST OF BACK OF CURB OF THE ENTRANCE TO THE FIRE STATION PARKING
 AJ3063'LOT.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ3063'DATUM POINT IS 0.42 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3063'PHYSICAL TIES. (WB)
 AJ3063' 
 AJ3063' 
 AJ3063'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3065 ***********************************************************************
 AJ3065  DESIGNATION -  BOLINGBROOK 3
 AJ3065  PID         -  AJ3065
 AJ3065  STATE/COUNTY-  IL/WILL
 AJ3065  USGS QUAD   -  ROMEOVILLE (1993)
 AJ3065
 AJ3065                         *CURRENT SURVEY CONTROL
 AJ3065  ___________________________________________________________________
 AJ3065* NAD 83(1997)-  41 42 57.55395(N)    088 03 21.02352(W)     ADJUSTED  
 AJ3065* NAVD 88     -       220.5    (meters)     723.     (feet)  GPS OBS   
 AJ3065  ___________________________________________________________________
 AJ3065  X           -     161,763.110 (meters)                     COMP
 AJ3065  Y           -  -4,765,443.926 (meters)                     COMP
 AJ3065  Z           -   4,222,233.455 (meters)                     COMP
 AJ3065  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AJ3065  ELLIP HEIGHT-         187.36  (meters)          (02/03/05) GPS OBS
 AJ3065  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AJ3065
 AJ3065  HORZ ORDER  -  FIRST
 AJ3065  ELLP ORDER  -  FOURTH    CLASS II
 AJ3065
 AJ3065.The horizontal coordinates were established by GPS observations
 AJ3065.and adjusted by the National Geodetic Survey in April 2001..
 AJ3065
 AJ3065.The orthometric height was determined by GPS observations and a
 AJ3065.high-resolution geoid model.
 AJ3065
 AJ3065.Photographs are available for this station.
 AJ3065
 AJ3065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3065
 AJ3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3065
 AJ3065.The ellipsoidal height was determined by GPS observations
 AJ3065.and is referenced to NAD 83.
 AJ3065
 AJ3065.The geoid height was determined by GEOID03.
 AJ3065
 AJ3065;                    North         East     Units Scale Factor Converg.
 AJ3065;SPC IL E     -   560,595.158   323,091.926   MT  0.99998156   +0 11 04.8
 AJ3065;SPC IL E     - 1,839,219.28  1,060,010.76   sFT  0.99998156   +0 11 04.8
 AJ3065;UTM  16      - 4,618,781.941   412,169.526   MT  0.99969493   -0 42 09.5
 AJ3065
 AJ3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3065!SPC IL E     -   0.99997061  x   0.99998156  =   0.99995217
 AJ3065!UTM  16      -   0.99997061  x   0.99969493  =   0.99966555
 AJ3065
 AJ3065                          SUPERSEDED SURVEY CONTROL
 AJ3065
 AJ3065  ELLIP H (04/24/01)  187.36   (m)                       GP(       ) 4 1
 AJ3065
 AJ3065.Superseded values are not recommended for survey control.
 AJ3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3065.See file dsdata.txt to determine how the superseded data were derived.
 AJ3065
 AJ3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1217018782(NAD 83)
 AJ3065_MARKER: I = METAL ROD
 AJ3065_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3065_STAMPING: BOLINGBROOK 3
 AJ3065_MARK LOGO: IL0887
 AJ3065_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3065_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3065+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 AJ3065_ROD/PIPE-DEPTH:  4.9 meters
 AJ3065_SLEEVE-DEPTH  :  0.9 meters
 AJ3065
 AJ3065  HISTORY     - Date     Condition        Report By
 AJ3065  HISTORY     - 20000719 MONUMENTED       SECI
 AJ3065
 AJ3065                          STATION DESCRIPTION
 AJ3065
 AJ3065'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3065'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF BOLINGBROOK  IN
 AJ3065'SECTION 2, T37N, R10E.  TO REACH FROM THE JUNCTION OF IL RT 53 AND
 AJ3065'BOUGHTON RD, PROCEED EAST ON BOUGHTON RD 0.9 MI TO THE STATION
 AJ3065'LOCATED IN FRONT OF BOLINGBROOK FIRE STATION 3 (376 BOUGHTON RD).
 AJ3065'STATION IS LOCATED 0.10 MI EAST OF ASHBURY AVE.  STATION IS LOCATED 5
 AJ3065'FT WEST OF BACK OF CURB OF FIRE STATION EXIT, 26 FT NORTH OF BACK OF
 AJ3065'CURB OF BOUGHTON RD, 46 FT NORTHEAST OF A MANHOLE, 41 FT
 AJ3065'SOUTHWEST OF THE CORNER OF THE FIRE STATION ENTRANCE, 25 FT
 AJ3065'NORTHEAST OF A NICOR GAS VALVE, 20 FT SOUTHEAST OF A SPRUCE TREE,
 AJ3065'19 FT NORTH OF THE CONCRETE SIDEWALK AND 13 FT NORTH OF A LIGHT
 AJ3065'POLE. NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3065'POINT IS 0.38 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3065'(WB)
 AJ3065' 
 AJ3065'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3064 ***********************************************************************
 AJ3064  DESIGNATION -  BOLINGBROOK 4
 AJ3064  PID         -  AJ3064
 AJ3064  STATE/COUNTY-  IL/WILL
 AJ3064  USGS QUAD   -  ROMEOVILLE (1993)
 AJ3064
 AJ3064                         *CURRENT SURVEY CONTROL
 AJ3064  ___________________________________________________________________
 AJ3064* NAD 83(1997)-  41 42 11.30603(N)    088 07 17.39052(W)     ADJUSTED  
 AJ3064* NAVD 88     -       204.8    (meters)     672.     (feet)  GPS OBS   
 AJ3064  ___________________________________________________________________
 AJ3064  X           -     156,332.830 (meters)                     COMP
 AJ3064  Y           -  -4,766,563.292 (meters)                     COMP
 AJ3064  Z           -   4,221,157.766 (meters)                     COMP
 AJ3064  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ3064  ELLIP HEIGHT-         171.61  (meters)          (02/03/05) GPS OBS
 AJ3064  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AJ3064
 AJ3064  HORZ ORDER  -  FIRST
 AJ3064  ELLP ORDER  -  FOURTH    CLASS II
 AJ3064
 AJ3064.The horizontal coordinates were established by GPS observations
 AJ3064.and adjusted by the National Geodetic Survey in April 2001..
 AJ3064
 AJ3064.The orthometric height was determined by GPS observations and a
 AJ3064.high-resolution geoid model.
 AJ3064
 AJ3064.Photographs are available for this station.
 AJ3064
 AJ3064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3064
 AJ3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3064
 AJ3064.The ellipsoidal height was determined by GPS observations
 AJ3064.and is referenced to NAD 83.
 AJ3064
 AJ3064.The geoid height was determined by GEOID03.
 AJ3064
 AJ3064;                    North         East     Units Scale Factor Converg.
 AJ3064;SPC IL E     -   559,152.820   317,631.671   MT  0.99997882   +0 08 27.3
 AJ3064;SPC IL E     - 1,834,487.21  1,042,096.57   sFT  0.99997882   +0 08 27.3
 AJ3064;UTM  16      - 4,617,424.700   406,689.123   MT  0.99970714   -0 44 46.2
 AJ3064
 AJ3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3064!SPC IL E     -   0.99997308  x   0.99997882  =   0.99995190
 AJ3064!UTM  16      -   0.99997308  x   0.99970714  =   0.99968023
 AJ3064
 AJ3064                          SUPERSEDED SURVEY CONTROL
 AJ3064
 AJ3064  ELLIP H (04/24/01)  171.63   (m)                       GP(       ) 4 1
 AJ3064
 AJ3064.Superseded values are not recommended for survey control.
 AJ3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3064.See file dsdata.txt to determine how the superseded data were derived.
 AJ3064
 AJ3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0668917425(NAD 83)
 AJ3064_MARKER: I = METAL ROD
 AJ3064_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3064_STAMPING: BOLINGBROOK 4
 AJ3064_MARK LOGO: IL0887
 AJ3064_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3064_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3064+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 AJ3064_ROD/PIPE-DEPTH:  3.7 meters
 AJ3064_SLEEVE-DEPTH  :  0.9 meters
 AJ3064
 AJ3064  HISTORY     - Date     Condition        Report By
 AJ3064  HISTORY     - 20000719 MONUMENTED       SECI
 AJ3064
 AJ3064                          STATION DESCRIPTION
 AJ3064
 AJ3064'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3064'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF BOLINGBROOK IN
 AJ3064'SECTION 8, T37N, R10E.  TO REACH FROM THE JUNCTION OF IL RT 53 AND
 AJ3064'BOUGHTON RD, PROCEED WEST ON BOUGHTON RD 2.8 MI TO THE STATION
 AJ3064'LOCATED IN FRONT OF BOLINGBROOK FIRE STATION 4.  STATION IS 300 FT
 AJ3064'WEST OF BROOKWOOD LN AND 0.2 MI EAST OF NAPERVILLE RD.  STATION IS
 AJ3064'41 FT WEST SOUTHWEST OF NORTHWEST CORNER TO FIRE STATION.
 AJ3064'STATION IS 110.8 FT SOUTHEAST OF PK NAIL IN POWER POLE (PP), 83 FT
 AJ3064'SOUTHWEST OF PK NAIL IN PP, 72.6 FT SOUTHWEST OF FIRE HYDRANT, 41 FT
 AJ3064'SOUTH OF CONCRETE SIDEWALK, 20 FT WEST NORTHWEST OF  FLAG POLE,
 AJ3064'13 FT NORTH OF BACK OF CURB OF FIRE STATION PARKING LOT, AND 9 FT
 AJ3064'EAST OF BACK OF CURB OF FIRE STATION PARKING LOT.  NOTE - ACCESS TO
 AJ3064'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.44 FT BELOW
 AJ3064'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3064' 
 AJ3064'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1252 ***********************************************************************
 MF1252  DESIGNATION -  BOLSON D CO
 MF1252  PID         -  MF1252
 MF1252  STATE/COUNTY-  IL/DU PAGE
 MF1252  USGS QUAD   -  WHEATON (1993)
 MF1252
 MF1252                         *CURRENT SURVEY CONTROL
 MF1252  ___________________________________________________________________
 MF1252* NAD 83(1986)-  41 45 58.     (N)    088 01 05.     (W)     SCALED    
 MF1252* NAVD 88     -       226.491  (meters)     743.08   (feet)  ADJUSTED  
 MF1252  ___________________________________________________________________
 MF1252  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MF1252  DYNAMIC HT  -         226.411 (meters)     742.82  (feet)  COMP
 MF1252  MODELED GRAV-     980,263.6   (mgal)                       NAVD 88
 MF1252
 MF1252  VERT ORDER  -  THIRD
 MF1252
 MF1252.The horizontal coordinates were scaled from a topographic map and have
 MF1252.an estimated accuracy of +/- 6 seconds.
 MF1252
 MF1252.The orthometric height was determined by differential leveling
 MF1252.and adjusted by the National Geodetic Survey in June 1991..
 MF1252
 MF1252.The geoid height was determined by GEOID03.
 MF1252
 MF1252.The dynamic height is computed by dividing the NAVD 88
 MF1252.geopotential number by the normal gravity value computed on the
 MF1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1252.degrees latitude (g = 980.6199 gals.).
 MF1252
 MF1252.The modeled gravity was interpolated from observed gravity values.
 MF1252
 MF1252;                    North         East    Units  Estimated Accuracy
 MF1252;SPC IL E     -   566,170.      326,220.      MT  (+/- 180 meters Scaled)
 MF1252
 MF1252                          SUPERSEDED SURVEY CONTROL
 MF1252
 MF1252.No superseded survey control is available for this station.
 MF1252
 MF1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM153243(NAD 83)
 MF1252_MARKER: DB = BENCH MARK DISK
 MF1252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MF1252_SP_SET: HEADWALL
 MF1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1252+STABILITY: SURFACE MOTION
 MF1252
 MF1252  HISTORY     - Date     Condition        Report By
 MF1252  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1252  HISTORY     - 19980421 GOOD             USPSQD
 MF1252
 MF1252                          STATION DESCRIPTION
 MF1252
 MF1252'DESCRIBED BY MARCHESE AND SONS 1983
 MF1252'IN DOWNERS GROVE.
 MF1252'AT THE SOUTHWEST EDGE OF DOWNERS GROVE, 3.8 MILES WEST ALONG 63RD
 MF1252'STREET FROM THE JUNCTION OF STATE HIGHWAY 83 AND 63RD STREET TO THE
 MF1252'INTERSECTION OF DUNHAM STREET AND 63RD STREET, THEN SOUTH ON DUNHAM
 MF1252'STREET FOR 0.5 MILE TO MARK ON RIGHT, IN TOP CONCRETE HEADWALL WITH
 MF1252'DRAINAGE RUNNING EAST AND WEST UNDER DUNHAM STREET,AT THE NORTH END OF
 MF1252'HEADWALL, 50.0 FEET NORTH OF CENTERLINE OF BOLSON STREET, 50.0 FEET
 MF1252'WEST OF THE CENTERLINE OF DUNHAM STREET, AND 100.0 FEET SOUTH OF THE
 MF1252'CENTERLINE OF SAYLOR STREET.
 MF1252
 MF1252                          STATION RECOVERY (1998)
 MF1252
 MF1252'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0846 ***********************************************************************
 NH0846  DESIGNATION -  BOND
 NH0846  PID         -  NH0846
 NH0846  STATE/COUNTY-  IL/WINNEBAGO
 NH0846  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0846
 NH0846                         *CURRENT SURVEY CONTROL
 NH0846  ___________________________________________________________________
 NH0846* NAD 83(1997)-  42 26 51.71137(N)    089 04 01.24272(W)     ADJUSTED  
 NH0846* NAVD 88     -       222.608  (meters)     730.34   (feet)  POSTED    
 NH0846  ___________________________________________________________________
 NH0846  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 NH0846  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH0846  DYNAMIC HT  -         222.540 (meters)     730.12  (feet)  COMP
 NH0846  MODELED GRAV-     980,306.0   (mgal)                       NAVD 88
 NH0846
 NH0846  HORZ ORDER  -  SECOND
 NH0846  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NH0846
 NH0846.The horizontal coordinates were established by classical geodetic methods
 NH0846.and adjusted by the National Geodetic Survey in October 1999..
 NH0846
 NH0846.The orthometric height was determined by differential leveling
 NH0846.and adjusted by the National Geodetic Survey in 1992..
 NH0846.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NH0846.rate of 4.1 thru 8.0 mm/km.
 NH0846
 NH0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0846
 NH0846.The geoid height was determined by GEOID03.
 NH0846
 NH0846.The dynamic height is computed by dividing the NAVD 88
 NH0846.geopotential number by the normal gravity value computed on the
 NH0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0846.degrees latitude (g = 980.6199 gals.).
 NH0846
 NH0846.The modeled gravity was interpolated from observed gravity values.
 NH0846
 NH0846;                    North         East     Units Scale Factor Converg.
 NH0846;SPC IL W     -   642,394.773   790,461.017   MT  1.00004182   +0 44 32.0
 NH0846;SPC IL W     - 2,107,590.18  2,593,370.85   sFT  1.00004182   +0 44 32.0
 NH0846;SPC IL E     -   642,091.375   239,643.472   MT  1.00001980   -0 29 42.7
 NH0846;SPC IL E     - 2,106,594.79    786,230.29   sFT  1.00001980   -0 29 42.7
 NH0846;SPC WI S     -    50,165.769   676,758.344   MT  1.00006982   +0 38 27.8
 NH0846;SPC WI S     -   164,585.53  2,220,331.33   sFT  1.00006982   +0 38 27.8
 NH0846;UTM  16      - 4,701,555.405   330,016.807   MT  0.99995551   -1 23 43.4
 NH0846
 NH0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0846!SPC IL W     -   0.99997036  x   1.00004182  =   1.00001218
 NH0846!SPC IL E     -   0.99997036  x   1.00001980  =   0.99999016
 NH0846!SPC WI S     -   0.99997036  x   1.00006982  =   1.00004017
 NH0846!UTM  16      -   0.99997036  x   0.99995551  =   0.99992587
 NH0846
 NH0846|---------------------------------------------------------------------|
 NH0846| PID    Reference Object                     Distance      Geod. Az  |
 NH0846|                                                           dddmmss.s |
 NH0846| CI9071 BOND RM                               9.990 METERS 30128     |
 NH0846|---------------------------------------------------------------------|
 NH0846
 NH0846                          SUPERSEDED SURVEY CONTROL
 NH0846
 NH0846  NAD 83(1997)-  42 26 51.71136(N)    089 04 01.24279(W) AD(       ) 2
 NH0846  NAD 83(1997)-  42 26 51.70671(N)    089 04 01.24321(W) AD(       ) 2
 NH0846  NAD 83(1986)-  42 26 51.70559(N)    089 04 01.24741(W) AD(       ) 2
 NH0846  NAD 27      -  42 26 51.65060(N)    089 04 00.85190(W) AD(       ) 2
 NH0846  NGVD 29 (??/??/92)  222.63   (m)          730.4    (f) COMPUTED    1 2
 NH0846
 NH0846.Superseded values are not recommended for survey control.
 NH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0846.See file dsdata.txt to determine how the superseded data were derived.
 NH0846
 NH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3001701555(NAD 83)
 NH0846_MARKER: DS = TRIANGULATION STATION DISK
 NH0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0846+STABILITY: SURFACE MOTION
 NH0846
 NH0846  HISTORY     - Date     Condition        Report By
 NH0846  HISTORY     - 1920     MONUMENTED       CGS
 NH0846  HISTORY     - 1930     POOR             CGS
 NH0846  HISTORY     - 1954     MARK NOT FOUND   CGS
 NH0846  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0846
 NH0846                          STATION DESCRIPTION
 NH0846
 NH0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0846'STATION IS ABOUT 1 MILE S OF ROCKTON, ON THE W SIDE OF THE
 NH0846'CHICAGO, MILWAUKEE, AND ST. PAUL RAILWAY TRACK, 80 YARDS
 NH0846'S OF THE S END OF THE RAILROAD BRIDGE OVER ROCK RIVER, 100
 NH0846'YARDS N OF A TIPPLE FOR LOADING MOLDING SAND, 30 YARDS E OF
 NH0846'JOHNSON BROTHERS BARN, AND 7.01 METERS (23 FEET) W OF THE W
 NH0846'AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND REFERENCE
 NH0846'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0846'THE REFERENCE MARK IS ON THE SAME
 NH0846'SIDE OF THE TRACK, NEAR THE FENCE LINE, 9.99 METERS (32.78
 NH0846'FEET) FROM THE STATION, N 58 DEG 32 MIN W.
 NH0846
 NH0846                          STATION RECOVERY (1930)
 NH0846
 NH0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (JPL)
 NH0846'THIS IS A TRAVERSE STATION.  THE MARK WAS FOUND AS DESCRIBED,
 NH0846'BUT THE SURFACE MARK SHOWS SIGNS OF HAVING BEEN DISTURBED.
 NH0846'
 NH0846'THE UNDERGROUND MARK IS UNDOUBTEDLY IN GOOD CONDITION.
 NH0846
 NH0846                          STATION RECOVERY (1954)
 NH0846
 NH0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0846'STATION NOT RECOVERED, MEASUREMENTS FROM RAIL IN THE 1920
 NH0846'DESCRIPTION INDICATE THIS MARK WAS SET IN THE RAILROAD DITCH.
 NH0846'EROSION HAS CUT THIS DITCH UNTIL IT IS ABOUT 12 FT. BELOW
 NH0846'THE LEVEL OF THE TRACK.  THE BANK OF THE DITCH HAS CUT BACK
 NH0846'TO THE RIGHT-OF-WAY FENCE.  THE MARK HAS PROBABLY BEEN WASHED
 NH0846'OUT.  AN HOUR WAS SPENT IN THIS SEARCH.
 NH0846
 NH0846                          STATION RECOVERY (1997)
 NH0846
 NH0846'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3803 ***********************************************************************
 DH3803  DESIGNATION -  BOND 01
 DH3803  PID         -  DH3803
 DH3803  STATE/COUNTY-  IL/BOND
 DH3803  USGS QUAD   -  MULBERRY GROVE (1980)
 DH3803
 DH3803                         *CURRENT SURVEY CONTROL
 DH3803  ___________________________________________________________________
 DH3803* NAD 83(1997)-  38 54 54.69495(N)    089 17 36.04110(W)     ADJUSTED  
 DH3803* NAVD 88     -       169.9    (meters)     557.     (feet)  GPS OBS   
 DH3803  ___________________________________________________________________
 DH3803  X           -      61,287.786 (meters)                     COMP
 DH3803  Y           -  -4,968,976.663 (meters)                     COMP
 DH3803  Z           -   3,985,082.949 (meters)                     COMP
 DH3803  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 DH3803  ELLIP HEIGHT-         138.49  (meters)          (06/10/05) GPS OBS
 DH3803  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DH3803
 DH3803  HORZ ORDER  -  FIRST
 DH3803  ELLP ORDER  -  THIRD     CLASS II
 DH3803
 DH3803.The horizontal coordinates were established by GPS observations
 DH3803.and adjusted by the National Geodetic Survey in June 2005..
 DH3803
 DH3803.The orthometric height was determined by GPS observations and a
 DH3803.high-resolution geoid model.
 DH3803
 DH3803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3803
 DH3803.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3803
 DH3803.The ellipsoidal height was determined by GPS observations
 DH3803.and is referenced to NAD 83.
 DH3803
 DH3803.The geoid height was determined by GEOID03.
 DH3803
 DH3803;                    North         East     Units Scale Factor Converg.
 DH3803;SPC IL W     -   249,917.628   775,739.134   MT  1.00001179   +0 32 55.0
 DH3803;SPC IL W     -   819,938.08  2,545,070.81   sFT  1.00001179   +0 32 55.0
 DH3803;UTM  16      - 4,309,865.941   301,167.102   MT  1.00008684   -1 26 27.9
 DH3803
 DH3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3803!SPC IL W     -   0.99997827  x   1.00001179  =   0.99999006
 DH3803!UTM  16      -   0.99997827  x   1.00008684  =   1.00006511
 DH3803
 DH3803                          SUPERSEDED SURVEY CONTROL
 DH3803
 DH3803.No superseded survey control is available for this station.
 DH3803
 DH3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0116709866(NAD 83)
 DH3803_MARKER: DD = SURVEY DISK
 DH3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3803_STAMPING: BOND 01 2005
 DH3803_MARK LOGO: ILDT  
 DH3803_PROJECTION: RECESSED 3 CENTIMETERS
 DH3803_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3803+STABILITY: SURFACE MOTION
 DH3803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3803+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 DH3803
 DH3803  HISTORY     - Date     Condition        Report By
 DH3803  HISTORY     - 2005     MONUMENTED       ILDT
 DH3803  HISTORY     - 20050317 GOOD             ILDT
 DH3803
 DH3803                          STATION DESCRIPTION
 DH3803
 DH3803'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH3803'TO REACH FROM THE INTERSECTION OF RT. 40 AND COUNTY ROAD 10 ( MAPLE
 DH3803'ST. ) SOUTH OF  MULBERRY GROVE, GO WEST 1.35 MILES ALONG RT. 40 TO THE
 DH3803'STATION ON THE LEFT. THE MARK IS 54.0 FT. SOUTH OF THE CENTER OF RT.
 DH3803'40, IT IS 25.0 FT. NORTH OF THE NORTH EDGE OF A DRAINAGE DITCH AND IT
 DH3803'IS 130.9 FT EAST OF A LONE 24 INCH OAK TREE. THE MARK BURIED 0.1 FT.
 DH3803'AND THERE IS A FIBERGLASS WITNESS 1.0 FT. TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1665 ***********************************************************************
 JB1665  DESIGNATION -  BONE GAP
 JB1665  PID         -  JB1665
 JB1665  STATE/COUNTY-  IL/EDWARDS
 JB1665  USGS QUAD   -  ALBION NORTH (1971)
 JB1665
 JB1665                         *CURRENT SURVEY CONTROL
 JB1665  ___________________________________________________________________
 JB1665* NAD 83(1997)-  38 26 51.91190(N)    088 00 27.94211(W)     ADJUSTED  
 JB1665* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 JB1665  ___________________________________________________________________
 JB1665  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JB1665  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JB1665
 JB1665  HORZ ORDER  -  SECOND
 JB1665
 JB1665.The horizontal coordinates were established by classical geodetic methods
 JB1665.and adjusted by the National Geodetic Survey in October 1999..
 JB1665
 JB1665.The orthometric height was scaled from a topographic map.
 JB1665
 JB1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1665
 JB1665.The geoid height was determined by GEOID03.
 JB1665
 JB1665;                    North         East     Units Scale Factor Converg.
 JB1665;SPC IL E     -   197,724.757   328,420.342   MT  0.99998494   +0 12 08.8
 JB1665;SPC IL E     -   648,701.97  1,077,492.41   sFT  0.99998494   +0 12 08.8
 JB1665;UTM  16      - 4,255,976.988   412,060.844   MT  0.99969523   -0 37 36.0
 JB1665
 JB1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1665!SPC IL E     -   0.99998104  x   0.99998494  =   0.99996598
 JB1665!UTM  16      -   0.99998104  x   0.99969523  =   0.99967628
 JB1665
 JB1665|---------------------------------------------------------------------|
 JB1665| PID    Reference Object                     Distance      Geod. Az  |
 JB1665|                                                           dddmmss.s |
 JB1665| CI3040 BONE GAP RM 1                        18.918 METERS 08054     |
 JB1665| JA2072 BONE GAP MUNICIPAL TANK             APPROX. 1.5 KM 1051110.3 |
 JB1665| CI3039 BONE GAP AZ MK                                     1424709.2 |
 JB1665| JB1671 ALBION OIL MICROWAVE KSE 587        APPROX.13.5 KM 1920622.6 |
 JB1665| JB1666 ALBION MUNICIPAL TANK               APPROX. 9.0 KM 2101335.4 |
 JB1665| CI3041 BONE GAP RM 2                        26.934 METERS 30349     |
 JB1665|---------------------------------------------------------------------|
 JB1665
 JB1665                          SUPERSEDED SURVEY CONTROL
 JB1665
 JB1665  NAD 83(1997)-  38 26 51.91260(N)    088 00 27.94142(W) AD(       ) 2
 JB1665  NAD 83(1997)-  38 26 51.92266(N)    088 00 27.94084(W) AD(       ) 2
 JB1665  NAD 83(1986)-  38 26 51.92308(N)    088 00 27.94102(W) AD(       ) 2
 JB1665  NAD 27      -  38 26 51.74917(N)    088 00 27.81508(W) AD(       ) 2
 JB1665
 JB1665.Superseded values are not recommended for survey control.
 JB1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1665.See file dsdata.txt to determine how the superseded data were derived.
 JB1665
 JB1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1206155977(NAD 83)
 JB1665_MARKER: DS = TRIANGULATION STATION DISK
 JB1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1665+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2004
 JB1665
 JB1665  HISTORY     - Date     Condition        Report By
 JB1665  HISTORY     - 1967     MONUMENTED       CGS
 JB1665  HISTORY     - 20040510 GOOD             INDIV
 JB1665
 JB1665                          STATION DESCRIPTION
 JB1665
 JB1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1665'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF ALBION, 5 MILES
 JB1665'SOUTH OF WEST
 JB1665'SALEM, .75 MILE WEST OF BONE GAP AND ON PROPERTY OWNED
 JB1665'BY MR.  ELDON HARMS.
 JB1665'
 JB1665'TO REACH THE STATION FROM THE POST OFFICE IN BONE GAP, GO WEST ON A
 JB1665'PAVED AND GRAVELED
 JB1665'ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT.
 JB1665'
 JB1665'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JB1665'
 JB1665'STATION MARK, STAMPED BONE GAP 1967 IS SET 18 INCHES BELOW THE GROUND
 JB1665'SURFACE.  IT IS
 JB1665'57.5 FEET EAST OF A 24-INCH TREE AND 30 FEET SOUTH OF
 JB1665'THE CENTER OF A GRAVELED ROAD.
 JB1665'
 JB1665'R M NO 1, STAMPED BONE GAP NO 1 1967 IS SET FLUSH WITH THE GROUND
 JB1665'SURFACE.  IT IS 21
 JB1665'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 JB1665'2.1 FEET WEST OF A METAL WITNESS POST.
 JB1665'
 JB1665'R M NO 2, STAMPED BONE GAP NO 2 1967 IS SET FLUSH WITH THE GROUND
 JB1665'SURFACE.  IT IS 21
 JB1665'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 2.2
 JB1665'FEET NORTHEAST OF A METAL WITNESS
 JB1665'POST AND 1 FOOT NORTH OF A FENCE.
 JB1665'
 JB1665'AZ MK, STAMPED BONE GAP 1967 IS SET FLUSH WITH THE GROUND SURFACE.
 JB1665'IT IS 22 FEET
 JB1665'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 3.8 FEET
 JB1665'NORTHEAST OF POWER POLE NUMBER
 JB1665'15 AND 3 FEET NORTHEAST OF A METAL WITNESS POST.
 JB1665'
 JB1665'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BONE GAP, GO
 JB1665'SOUTHWEST ON A PAVED
 JB1665'ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JB1665'
 JB1665'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1665
 JB1665                          STATION RECOVERY (2004)
 JB1665
 JB1665'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LAM)
 JB1665'24 INCH TREE IS NOW A 40 OAK FOUND RM NO. 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2072 ***********************************************************************
 JA2072  DESIGNATION -  BONE GAP MUNICIPAL TANK
 JA2072  PID         -  JA2072
 JA2072  STATE/COUNTY-  IL/EDWARDS
 JA2072  USGS QUAD   -  BONE GAP (1977)
 JA2072
 JA2072                         *CURRENT SURVEY CONTROL
 JA2072  ___________________________________________________________________
 JA2072* NAD 83(1997)-  38 26 39.22365(N)    087 59 28.52382(W)     ADJUSTED  
 JA2072* NAVD 88     -                                                        
 JA2072  ___________________________________________________________________
 JA2072  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 JA2072  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JA2072
 JA2072  HORZ ORDER  -  THIRD
 JA2072
 JA2072.The horizontal coordinates were established by classical geodetic methods
 JA2072.and adjusted by the National Geodetic Survey in October 1999..
 JA2072
 JA2072
 JA2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2072
 JA2072.The geoid height was determined by GEOID03.
 JA2072
 JA2072;                    North         East     Units Scale Factor Converg.
 JA2072;SPC IL E     -   197,338.746   329,862.588   MT  0.99998598   +0 12 45.7
 JA2072;SPC IL E     -   647,435.54  1,082,224.17   sFT  0.99998598   +0 12 45.7
 JA2072;UTM  16      - 4,255,570.268   413,496.933   MT  0.99969215   -0 36 58.9
 JA2072
 JA2072                          SUPERSEDED SURVEY CONTROL
 JA2072
 JA2072  NAD 83(1997)-  38 26 39.22427(N)    087 59 28.52316(W) AD(       ) 4
 JA2072  NAD 83(1997)-  38 26 39.23451(N)    087 59 28.52293(W) AD(       ) 4
 JA2072  NAD 83(1986)-  38 26 39.23479(N)    087 59 28.52261(W) AD(       ) 4
 JA2072  NAD 27      -  38 26 39.06071(N)    087 59 28.40021(W) AD(       ) 3
 JA2072
 JA2072.Superseded values are not recommended for survey control.
 JA2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2072.See file dsdata.txt to determine how the superseded data were derived.
 JA2072
 JA2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1349755570(NAD 83)
 JA2072_MARKER: 53 = ELEVATED TANK
 JA2072
 JA2072  HISTORY     - Date     Condition        Report By
 JA2072  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2072
 JA2072                          STATION DESCRIPTION
 JA2072
 JA2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2072'STATION IS LOCATED ABOUT 0.33 MILE SOUTH OF THE BUSINESS SECTION OF
 JA2072'BONE GAP.
 JA2072'
 JA2072'TO REACH FROM THE POST OFFICE IN BONE GAP, GO SOUTHEAST ON STREET
 JA2072'CROSSING RAILROAD
 JA2072'TRACKS FOR 0.25 MILE TO A CROSS STREET.  TURN RIGHT
 JA2072'AND FOLLOW STREET SOUTHWEST FOR 0.2
 JA2072'MILE TO STATION ON LEFT.
 JA2072'
 JA2072'THE TANK IS 120 FEET HIGH, IS PAINTED SILVER, HAS BONE GAP PAINTED ON
 JA2072'SIDE OF TANK AND
 JA2072'IS SUPPORTED BY 4 LEGS.
 JA2072'
 JA2072'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1481 ***********************************************************************
 LC1481  CBN         -  This is a Cooperative Base Network Control Station.
 LC1481  DESIGNATION -  BONTZ
 LC1481  PID         -  LC1481
 LC1481  STATE/COUNTY-  IL/PEORIA
 LC1481  USGS QUAD   -  DUNLAP (1996)
 LC1481
 LC1481                         *CURRENT SURVEY CONTROL
 LC1481  ___________________________________________________________________
 LC1481* NAD 83(1997)-  40 46 32.83238(N)    089 42 30.75114(W)     ADJUSTED  
 LC1481* NAVD 88     -       215.006  (meters)     705.40   (feet)  ADJUSTED  
 LC1481  ___________________________________________________________________
 LC1481  X           -      24,605.378 (meters)                     COMP
 LC1481  Y           -  -4,836,964.845 (meters)                     COMP
 LC1481  Z           -   4,143,718.440 (meters)                     COMP
 LC1481  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 LC1481  ELLIP HEIGHT-         182.01  (meters)          (10/15/04) GPS OBS
 LC1481  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LC1481  DYNAMIC HT  -         214.908 (meters)     705.08  (feet)  COMP
 LC1481  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 LC1481
 LC1481  HORZ ORDER  -  B
 LC1481  VERT ORDER  -  SECOND    CLASS 0
 LC1481  ELLP ORDER  -  FOURTH    CLASS II
 LC1481
 LC1481.The horizontal coordinates were established by GPS observations
 LC1481.and adjusted by the National Geodetic Survey in July 1998..
 LC1481
 LC1481.The orthometric height was determined by differential leveling
 LC1481.and adjusted by the National Geodetic Survey in June 1991..
 LC1481
 LC1481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1481
 LC1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1481
 LC1481.The ellipsoidal height was determined by GPS observations
 LC1481.and is referenced to NAD 83.
 LC1481
 LC1481.The geoid height was determined by GEOID03.
 LC1481
 LC1481.The dynamic height is computed by dividing the NAVD 88
 LC1481.geopotential number by the normal gravity value computed on the
 LC1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1481.degrees latitude (g = 980.6199 gals.).
 LC1481
 LC1481.The modeled gravity was interpolated from observed gravity values.
 LC1481
 LC1481;                    North         East     Units Scale Factor Converg.
 LC1481;SPC IL W     -   456,228.698   738,672.511   MT  0.99995958   +0 17 57.1
 LC1481;SPC IL W     - 1,496,810.32  2,423,461.40   sFT  0.99995958   +0 17 57.1
 LC1481;UTM  16      - 4,517,397.693   271,424.627   MT  1.00024312   -1 46 11.0
 LC1481
 LC1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1481!SPC IL W     -   0.99997145  x   0.99995958  =   0.99993103
 LC1481!UTM  16      -   0.99997145  x   1.00024312  =   1.00021456
 LC1481
 LC1481|---------------------------------------------------------------------|
 LC1481| PID    Reference Object                     Distance      Geod. Az  |
 LC1481|                                                           dddmmss.s |
 LC1481| LC1480 BONTZ RM 1                           25.637 METERS 04241     |
 LC1481| CI6738 BONTZ AZ MK                                        0513906.1 |
 LC1481| LC1959 PEORIA HTS MUNICIPAL TANK           APPROX.10.1 KM 1022607.6 |
 LC1481| LC1994 PEORIA HEIGHTS WATER TANK           APPROX.11.7 KM 1053720.4 |
 LC1481| LC2001 PEORIA HTS PREM PABST CORP TK       APPROX.11.8 KM 1073957.6 |
 LC1481| LC1991 PEORIA HTS PREM PABST CORP TWR      APPROX.11.9 KM 1075204.2 |
 LC1481| LC1989 PEORIA HTS PREM PABST CORP STK      APPROX.11.8 KM 1080045.6 |
 LC1481| LC2004 PEORIA HTS WATER WORKS CO TANK      APPROX.12.6 KM 1105511.4 |
 LC1481| LC1985 PEORIA ST BERNARDS CATH CH CUP      APPROX.12.4 KM 1245501.7 |
 LC1481| LC1984 PEORIA ST FRANCIS HOSP YEL STK      APPROX.13.0 KM 1291836.8 |
 LC1481| LC1969 PEORIA ST MARYS CATH NE SPIRE       APPROX.13.5 KM 1292320.1 |
 LC1481| LC1981 PEORIA ST FRANCIS HOSP CUPOLA       APPROX.12.9 KM 1292405.2 |
 LC1481| LC1982 PEORIA ST MARYS CATH SW SPIRE       APPROX.13.5 KM 1292741.0 |
 LC1481| LC1971 PEORIA CENTRAL HIGH SCHOOL STK      APPROX.11.9 KM 1293356.0 |
 LC1481| LC1978 PEORIA ALLIANCE LIFE INS CUP        APPROX.13.5 KM 1323611.7 |
 LC1481| LC1999 PEORIA ST MARKS CATH CH SPIRE       APPROX.12.0 KM 1370410.6 |
 LC1481| LC2002 PEORIA BRADLEY INST PWR HSE SK      APPROX.11.5 KM 1380817.3 |
 LC1481| LC1479 BONTZ RM 2                           26.167 METERS 13914     |
 LC1481| LC1973 EAST PEORIA MUNICIPAL TANK          APPROX.16.7 KM 1412050.3 |
 LC1481| LC1993 PEORIA H WALKER AND SONS STK        APPROX.14.0 KM 1412151.2 |
 LC1481| LC1974 CREVE COEUR TV STA WTVH MAST        APPROX.17.0 KM 1425558.8 |
 LC1481| LC1972 CREVE COEUR MUNICIPAL TANK          APPROX.17.0 KM 1472800.4 |
 LC1481| LC2026 PEORIA COML SOLVENTS TALL STK       APPROX.14.5 KM 1505240.0 |
 LC1481| LC2020 PEORIA COML SOLVENTS SHORT STK      APPROX.14.5 KM 1505713.6 |
 LC1481| LC2025 RNG PEORIA RADIO PIA                APPROX. 8.5 KM 1643800.5 |
 LC1481| LC2030 BARTONVILLE PEORIA ST HOSP STK      APPROX.15.7 KM 1655404.9 |
 LC1481| LC2021 PEORIA COUNTY HOME TANK             APPROX. 9.3 KM 1781915.8 |
 LC1481|---------------------------------------------------------------------|
 LC1481
 LC1481                          SUPERSEDED SURVEY CONTROL
 LC1481
 LC1481  ELLIP H (07/17/98)  182.03   (m)                       GP(       ) 4 1
 LC1481  NAD 83(1986)-  40 46 32.84034(N)    089 42 30.75075(W) AD(       ) 1
 LC1481  NAD 27      -  40 46 32.70700(N)    089 42 30.38700(W) AD(       ) 1
 LC1481  NAVD 88 (07/17/98)  215.01   (m)          705.4    (f) LEVELING    3  
 LC1481  NGVD 29 (??/??/92)  215.086  (m)          705.66   (f) ADJ UNCH    2 0
 LC1481
 LC1481.Superseded values are not recommended for survey control.
 LC1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1481.See file dsdata.txt to determine how the superseded data were derived.
 LC1481
 LC1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7142517398(NAD 83)
 LC1481_MARKER: DS = TRIANGULATION STATION DISK
 LC1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1481_SP_SET: CONCRETE POST
 LC1481_STAMPING: BONTZ 1939
 LC1481_MARK LOGO: CGS   
 LC1481_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1481+STABILITY: SURFACE MOTION
 LC1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1481+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 LC1481
 LC1481  HISTORY     - Date     Condition        Report By
 LC1481  HISTORY     - 1939     MONUMENTED       CGS
 LC1481  HISTORY     - 1959     GOOD             LOCENG
 LC1481  HISTORY     - 1959     GOOD             CGS
 LC1481  HISTORY     - 1959     GOOD             NGS
 LC1481  HISTORY     - 19901002 GOOD             NGS
 LC1481  HISTORY     - 19970423 GOOD             NGS
 LC1481  HISTORY     - 19981214 GOOD             USPSQD
 LC1481  HISTORY     - 20031208 GOOD             INDIV
 LC1481
 LC1481                          STATION DESCRIPTION
 LC1481
 LC1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1481'THE STATION IS LOCATED 2 MILES EAST AND 1 MILE SOUTH OF KICKAPOO,
 LC1481'IN THE NE 1/4 SE 1/4 OF SEC. 9, T. 9 N., R. 7 E.  0.45 MILE
 LC1481'SOUTH OF U.S. HIGHWAY NO. 150.  0.15 MILE NORTH OF THE FARMHOUSE
 LC1481'OF FRED NASTMAN, UNDER A TELEPHONE LINE, AND IN A GAP IN
 LC1481'A HEDGE FENCE.  IT IS 28-1/2 FEET WEST OF THE CENTER LINE
 LC1481'OF A NORTH-AND-SOUTH ROAD AND 16 FEET NORTH OF A TELEPHONE
 LC1481'POLE.  THE MARK, PROJECTS 6 INCHES ABOVE
 LC1481'THE GROUND AND IS STAMPED BONTZ 1939.
 LC1481'
 LC1481'TO REACH THE STATION FROM THE POST OFFICE IN KICKAPOO, GO
 LC1481'EAST ON U.S. HIGHWAY NO. 150 FOR 2.2 MILES TO A T-ROAD RIGHT
 LC1481'(SOUTH), TURN RIGHT AND GO 0.45 MILE TO THE MARK ON THE RIGHT
 LC1481'(WEST) SIDE OF THE ROAD.
 LC1481'
 LC1481'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1481'BRONZE DISKS SET IN CONCRETE.
 LC1481'
 LC1481'REFERENCE MARK NO. 1 IS 25.650 METERS, 84.16 FEET, NORTHEAST
 LC1481'OF THE STATION, UNDER A 2-WIRE POWER LINE, 2 FEET WEST OF A
 LC1481'HEDGE FENCE, AND 27 FEET EAST OF THE CENTER LINE OF THE ROAD.
 LC1481'THE MARK, PROJECTS 3 INCHES ABOVE THE GROUND AND
 LC1481'IS STAMPED BONTZ NO 1 1939.
 LC1481'
 LC1481'REFERENCE MARK NO. 2 IS 26.184 METERS, 85.90 FEET, SOUTHEAST
 LC1481'OF THE STATION, UNDER A 2-WIRE POWER LINE, 1 FOOT WEST OF A
 LC1481'HEDGE FENCE, AND 28 FEET EAST OF THE CENTER LINE OF THE ROAD.
 LC1481'THE MARK, PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 LC1481'STAMPED BONTZ NO 2 1939.
 LC1481'
 LC1481'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTHEAST OF THE
 LC1481'STATION, 32 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 LC1481'NO. 150, 1 FOOT SOUTH OF THE JUNCTION OF AN EAST-AND-WEST
 LC1481'FENCE LINE AND A NORTH-AND-SOUTH FENCE LINE, AND 58 FEET WEST
 LC1481'OF A POWER LINE POLE.  THE MARK, PROJECTS 4 INCHES
 LC1481'ABOVE THE GROUND AND IS STAMPED BONTZ 1939.
 LC1481'
 LC1481'TO REACH THE MARK FROM THE STATION GO NORTH 0.45 MILE, TURN
 LC1481'RIGHT (EAST) ON HIGHWAY NO. 150 AND GO 0.45 MILE TO THE MARK
 LC1481'ON THE LEFT (NORTH) SIDE OF THE HIGHWAY.
 LC1481'
 LC1481'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS WHICH
 LC1481'PROJECT 2-1/2 FEET ABOVE THE GROUND.
 LC1481'
 LC1481'77-FOOT TOWER NEEDED TO SEE 77-FOOT TOWER AT FARGO.
 LC1481'
 LC1481'77-FOOT TOWER NEEDED TO SEE 64-FOOT TOWER AT PULLEN.
 LC1481'
 LC1481'37-FOOT TOWER NEEDED TO SEE 77-FOOT TOWER AT BAER.
 LC1481'
 LC1481'37-FOOT TOWER NEEDED TO SEE 64-FOOT TOWER AT MOON 1935.
 LC1481'
 LC1481'37-FOOT TOWER NEEDED TO SEE 64-FOOT TOWER AT MONICA 1935.
 LC1481'
 LC1481'37-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT MOOR.
 LC1481'
 LC1481'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 LC1481
 LC1481                          STATION RECOVERY (1959)
 LC1481
 LC1481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 LC1481'LETTER OF MR. W.A. WEIMER, MINING ENGR., PEABODY COAL CO.,
 LC1481'ST. LOUIS, MO. DATED 2/20/59--
 LC1481'
 LC1481'THE STATION, REFERENCE AND AZIMUTH MARKS RECOVERED IN GOOD
 LC1481'CONDITION.  THE HEDGE FENCES HAVE BEEN REMOVED.
 LC1481
 LC1481                          STATION RECOVERY (1959)
 LC1481
 LC1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1481'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 LC1481'NUMBER 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION
 LC1481'AS DESCRIBED.  THE ONLY CHANGES IN THE DESCRIPTION ARE AS
 LC1481'FOLLOWS--THE STATION IS NOW ON PROPERTY OWNED BY MR. VIRGIL
 LC1481'EVERETT WHO LIVES AT THE FIRST HOUSE SOUTH OF THE STATION.
 LC1481'A NEW WITNESS POST WAS SET 3 FEET WEST OF THE STATION MARK.
 LC1481'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO
 LC1481'REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER 2.  THE
 LC1481'NEW DISTANCE AND DIRECTION ARE SHOWN BELOW.
 LC1481
 LC1481                          STATION RECOVERY (1959)
 LC1481
 LC1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LC1481'2.6 MI SE FROM KICKAPOO.
 LC1481'ABOUT 2.15 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NORTHWEST CORNER
 LC1481'OF THE CITY PARK AT KICKAPOO, THENCE 0.45 MILES SOUTH ALONG A
 LC1481'GRAVEL ROAD, 28 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET
 LC1481'NORTH OF THE THIRD TELEPHONE POLE NORTH OF A FARM HOUSE ON THE
 LC1481'WEST SIDE OF THE ROAD, ABOUT 0.15 MILES NORTH OF A DRIVE WEST
 LC1481'TO A FARM HOUSE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 LC1481'1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 LC1481'POST PROJECTING 3 INCHES.
 LC1481
 LC1481                          STATION RECOVERY (1990)
 LC1481
 LC1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LC1481'STATION MARK WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT
 LC1481'SEARCHED FOR.  THIS STATION IS ALSO A BENCH MARK.  STATION IS LOCATED
 LC1481'ABOUT 4 KM (2.5 MI) SOUTHEAST OF KICKAPOO, 0.8 KM (0.5 MI) SOUTH OF
 LC1481'US HIGHWAY 150, IN A NARROW WEED STRIP BETWEEN ROAD AND A CULTIVATED
 LC1481'FIELD THAT IS FARMED BY GEORGE CRAMER, PHONE 309-691-2036.
 LC1481'OWNERSHIP--UNKNOWN, IT MAY BE ON EDGE OF RIGHT-OF-WAY.  ANYWAY MR
 LC1481'CRAMER GAVE PERMISSION TO USE STATION.
 LC1481'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 74 AND COUNTY ROAD 18
 LC1481'(EXIT 82) SOUTH OF KICKAPOO, GO NORTH ON ROAD 18 FOR 1.76 KM
 LC1481'(1.09 MI) TO HIGHWAY 150 IN KICKAPOO.  TURN RIGHT, EAST, ON HIGHWAY
 LC1481'150 FOR 3.72 KM (2.31 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH,
 LC1481'ON HEINZ LANE FOR 0.79 KM (0.49 MI) TO HIGH GROUND AND THE STATION ON
 LC1481'THE RIGHT.
 LC1481'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 LC1481'PROJECTING 10 CM.  IT IS 9.3 M (30.5 FT) WEST OF, AND 0.5 M (1.6 FT)
 LC1481'HIGHER THAN THE ROAD CENTER, 0.4 M (1.3 FT) NORTH OF A FIBERGLASS
 LC1481'WITNESS POST, 16 M (52.5 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 LC1481'38.9 M (127.6 FT) SOUTH-SOUTHWEST OF A UTILITY POLE ACROSS THE ROAD,
 LC1481'AND 50.3 M (165.0 FT) NORTH-NORTHWEST OF A UTILITY POLE ACROSS THE
 LC1481'ROAD.
 LC1481
 LC1481                          STATION RECOVERY (1997)
 LC1481
 LC1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LC1481'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHEAST OF KICKAPOO. TO
 LC1481'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 74 AND KICKAPOO-EDWARDS
 LC1481'ROAD (10000W), EXIT 82, GO NORTH FOR 1.09 MI (1.75 KM) TO U.S. HIGHWAY
 LC1481'150 IN KICKAPOO.  TURN RIGHT, EAST, ON HIGHWAY 150 FOR 2.3 MI (3.7 KM)
 LC1481'TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON HEINZ LANE FOR 0.5 MI
 LC1481'(0.8 KM) TO HIGH GROUND AND THE STATION ON THE RIGHT.  IT IS 9.3 M
 LC1481'(30.5 FT) WEST OF AND 0.5 M (1.6 FT) HIGHER THAN THE CENTER OF THE
 LC1481'ROAD, 16 M (52.5 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 38.9 M
 LC1481'(127.6 FT) SOUTH-SOUTHWEST OF A UTILITY POLE ACROSS THE ROAD, AND 0.4
 LC1481'M (1.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
 LC1481
 LC1481                          STATION RECOVERY (1998)
 LC1481
 LC1481'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1481'RECOVERED IN GOOD CONDITION.
 LC1481
 LC1481                          STATION RECOVERY (2003)
 LC1481
 LC1481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DWS)
 LC1481'DAILY AND ASSOC. ENGINEERS - STATION BONTZ LIES ON THE EAST PLOW LINE
 LC1481'OF A FIELD, MARKER BASE WAS RECENTLY PAINTED BY UNKOWN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1480 ***********************************************************************
 LC1480  DESIGNATION -  BONTZ RM 1
 LC1480  PID         -  LC1480
 LC1480  STATE/COUNTY-  IL/PEORIA
 LC1480  USGS QUAD   -  DUNLAP (1996)
 LC1480
 LC1480                         *CURRENT SURVEY CONTROL
 LC1480  ___________________________________________________________________
 LC1480* NAD 83(1986)-  40 46 32.     (N)    089 42 30.     (W)     SCALED    
 LC1480* NAVD 88     -       214.806  (meters)     704.74   (feet)  ADJUSTED  
 LC1480  ___________________________________________________________________
 LC1480  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LC1480  DYNAMIC HT  -         214.708 (meters)     704.42  (feet)  COMP
 LC1480  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 LC1480
 LC1480  VERT ORDER  -  SECOND    CLASS 0
 LC1480
 LC1480.The horizontal coordinates were scaled from a topographic map and have
 LC1480.an estimated accuracy of +/- 6 seconds.
 LC1480
 LC1480.The orthometric height was determined by differential leveling
 LC1480.and adjusted by the National Geodetic Survey in June 1991..
 LC1480
 LC1480.The geoid height was determined by GEOID03.
 LC1480
 LC1480.The dynamic height is computed by dividing the NAVD 88
 LC1480.geopotential number by the normal gravity value computed on the
 LC1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1480.degrees latitude (g = 980.6199 gals.).
 LC1480
 LC1480.The modeled gravity was interpolated from observed gravity values.
 LC1480
 LC1480;                    North         East    Units  Estimated Accuracy
 LC1480;SPC IL W     -   456,200.      738,690.      MT  (+/- 180 meters Scaled)
 LC1480
 LC1480                          SUPERSEDED SURVEY CONTROL
 LC1480
 LC1480  NGVD 29 (??/??/92)  214.886  (m)          705.01   (f) ADJ UNCH    2 0
 LC1480
 LC1480.Superseded values are not recommended for survey control.
 LC1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1480.See file dsdata.txt to determine how the superseded data were derived.
 LC1480
 LC1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL714173(NAD 83)
 LC1480_MARKER: DR = REFERENCE MARK DISK
 LC1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1480_STAMPING: BONTZ NO 1 1939
 LC1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1480+STABILITY: SURFACE MOTION
 LC1480
 LC1480  HISTORY     - Date     Condition        Report By
 LC1480  HISTORY     - 1939     MONUMENTED       CGS
 LC1480  HISTORY     - 1959     GOOD             NGS
 LC1480  HISTORY     - 19981214 GOOD             USPSQD
 LC1480
 LC1480                          STATION DESCRIPTION
 LC1480
 LC1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC1480'2.6 MI SE FROM KICKAPOO.
 LC1480'ABOUT 2.15 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NORTHWEST
 LC1480'CORNER OF THE CITY PARK AT KICKAPOO, THENCE 0.45 MILES SOUTH ALONG
 LC1480'A GRAVEL ROAD, ABOUT 0.15 MILES NORTH OF A FARM HOUSE WEST OF
 LC1480'THE ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 95 FEET
 LC1480'NORTHEAST OF THE THIRD TELEPHONE POLE NORTH OF A FARM HOUSE, 85.0
 LC1480'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 LC1480'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC1480'3 INCHES, 84.2 FEET NORTHEAST OF TRIANGULATION STATION BONTZ.
 LC1480
 LC1480                          STATION RECOVERY (1998)
 LC1480
 LC1480'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1479 ***********************************************************************
 LC1479  DESIGNATION -  BONTZ RM 2
 LC1479  PID         -  LC1479
 LC1479  STATE/COUNTY-  IL/PEORIA
 LC1479  USGS QUAD   -  DUNLAP (1996)
 LC1479
 LC1479                         *CURRENT SURVEY CONTROL
 LC1479  ___________________________________________________________________
 LC1479* NAD 83(1986)-  40 46 32.     (N)    089 42 30.     (W)     SCALED    
 LC1479* NAVD 88     -       214.784  (meters)     704.67   (feet)  ADJUSTED  
 LC1479  ___________________________________________________________________
 LC1479  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LC1479  DYNAMIC HT  -         214.686 (meters)     704.35  (feet)  COMP
 LC1479  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 LC1479
 LC1479  VERT ORDER  -  SECOND    CLASS 0
 LC1479
 LC1479.The horizontal coordinates were scaled from a topographic map and have
 LC1479.an estimated accuracy of +/- 6 seconds.
 LC1479
 LC1479.The orthometric height was determined by differential leveling
 LC1479.and adjusted by the National Geodetic Survey in June 1991..
 LC1479
 LC1479.The geoid height was determined by GEOID03.
 LC1479
 LC1479.The dynamic height is computed by dividing the NAVD 88
 LC1479.geopotential number by the normal gravity value computed on the
 LC1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1479.degrees latitude (g = 980.6199 gals.).
 LC1479
 LC1479.The modeled gravity was interpolated from observed gravity values.
 LC1479
 LC1479;                    North         East    Units  Estimated Accuracy
 LC1479;SPC IL W     -   456,200.      738,690.      MT  (+/- 180 meters Scaled)
 LC1479
 LC1479                          SUPERSEDED SURVEY CONTROL
 LC1479
 LC1479  NGVD 29 (??/??/92)  214.864  (m)          704.93   (f) ADJ UNCH    2 0
 LC1479
 LC1479.Superseded values are not recommended for survey control.
 LC1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1479.See file dsdata.txt to determine how the superseded data were derived.
 LC1479
 LC1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL714173(NAD 83)
 LC1479_MARKER: DR = REFERENCE MARK DISK
 LC1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1479_STAMPING: BONTZ NO 2 1939
 LC1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1479+STABILITY: SURFACE MOTION
 LC1479
 LC1479  HISTORY     - Date     Condition        Report By
 LC1479  HISTORY     - 1939     MONUMENTED       CGS
 LC1479  HISTORY     - 1959     GOOD             NGS
 LC1479  HISTORY     - 19981214 GOOD             USPSQD
 LC1479
 LC1479                          STATION DESCRIPTION
 LC1479
 LC1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC1479'2.6 MI SE FROM KICKAPOO.
 LC1479'ABOUT 2.15 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NORTHWEST
 LC1479'CORNER OF THE CITY PARK AT KICKAPOO, THENCE 0.45 MILES SOUTH ALONG
 LC1479'A GRAVEL ROAD, ABOUT 0.15 MILES NORTH OF A FARM HOUSE WEST OF THE
 LC1479'ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 73 FEET
 LC1479'SOUTHEAST OF THE THIRD TELEPHONE POLE NORTH OF A FARM HOUSE, 86.0
 LC1479'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 LC1479'LEVEL OF THE ROAD, 86.0 FEET SOUTHEAST OF TRIANGULATION STATION
 LC1479'BONTZ, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC1479
 LC1479                          STATION RECOVERY (1998)
 LC1479
 LC1479'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2878 ***********************************************************************
 AH2878  DESIGNATION -  BOO173 1A
 AH2878  PID         -  AH2878
 AH2878  STATE/COUNTY-  IL/BOONE
 AH2878  USGS QUAD   -  CAPRON (1978)
 AH2878
 AH2878                         *CURRENT SURVEY CONTROL
 AH2878  ___________________________________________________________________
 AH2878* NAD 83(1997)-  42 24 01.98409(N)    088 42 21.22244(W)     ADJUSTED  
 AH2878* NAVD 88     -       261.2    (meters)     857.     (feet)  GPS OBS   
 AH2878  ___________________________________________________________________
 AH2878  X           -     106,537.284 (meters)                     COMP
 AH2878  Y           -  -4,716,077.365 (meters)                     COMP
 AH2878  Z           -   4,278,716.926 (meters)                     COMP
 AH2878  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AH2878  ELLIP HEIGHT-         227.43  (meters)          (12/06/04) GPS OBS
 AH2878  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AH2878
 AH2878  HORZ ORDER  -  FIRST
 AH2878  ELLP ORDER  -  FOURTH    CLASS I
 AH2878
 AH2878.The horizontal coordinates were established by GPS observations
 AH2878.and adjusted by the National Geodetic Survey in September 1998..
 AH2878
 AH2878.The orthometric height was determined by GPS observations and a
 AH2878.high-resolution geoid model.
 AH2878
 AH2878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2878
 AH2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2878
 AH2878.The ellipsoidal height was determined by GPS observations
 AH2878.and is referenced to NAD 83.
 AH2878
 AH2878.The geoid height was determined by GEOID03.
 AH2878
 AH2878;                    North         East     Units Scale Factor Converg.
 AH2878;SPC IL E     -   636,660.829   269,328.053   MT  0.99998657   -0 15 04.4
 AH2878;SPC IL E     - 2,088,778.07    883,620.45   sFT  0.99998657   -0 15 04.4
 AH2878;UTM  16      - 4,695,660.015   359,609.370   MT  0.99984250   -1 09 01.8
 AH2878
 AH2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2878!SPC IL E     -   0.99996433  x   0.99998657  =   0.99995090
 AH2878!UTM  16      -   0.99996433  x   0.99984250  =   0.99980684
 AH2878
 AH2878:                Primary Azimuth Mark                     Grid Az
 AH2878:SPC IL E     -  BOO173 1B                                000 32 59.7
 AH2878:UTM  16      -  BOO173 1B                                001 26 57.1
 AH2878
 AH2878|---------------------------------------------------------------------|
 AH2878| PID    Reference Object                     Distance      Geod. Az  |
 AH2878|                                                           dddmmss.s |
 AH2878| AH2879 BOO173 1B                           APPROX. 1.0 KM 0001755.3 |
 AH2878|---------------------------------------------------------------------|
 AH2878
 AH2878                          SUPERSEDED SURVEY CONTROL
 AH2878
 AH2878  ELLIP H (09/15/98)  227.48   (m)                       GP(       ) 3 1
 AH2878
 AH2878.Superseded values are not recommended for survey control.
 AH2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2878.See file dsdata.txt to determine how the superseded data were derived.
 AH2878
 AH2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5960995660(NAD 83)
 AH2878_MARKER: I = METAL ROD
 AH2878_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2878_STAMPING: BOO173-1A
 AH2878_MARK LOGO: ILDT  
 AH2878_PROJECTION: FLUSH
 AH2878_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2878+STABILITY: POSITION/ELEVATION WELL
 AH2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2878+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2878_ROD/PIPE-DEPTH:  9.8 meters
 AH2878_SLEEVE-DEPTH  :  0.9 meters
 AH2878
 AH2878  HISTORY     - Date     Condition        Report By
 AH2878  HISTORY     - 1996     MONUMENTED       SECI
 AH2878
 AH2878                          STATION DESCRIPTION
 AH2878
 AH2878'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2878'STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) EAST OF CAPRON, 2.3
 AH2878'MI (3.7 KM) SOUTHWEST OF CHEMUNG AT THE SOUTHWEST CORNER OF THE
 AH2878'INTERSECTION OF ILLINOIS ROUTE 173, AND COUNTY LINE ROAD NEAR THE
 AH2878'BOONE/MCHENRY COUNTY LINE IN THE NORTHEAST 1/4 OF SECTION 12, T 45 N,
 AH2878'R 4 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 14 AND ILLINOIS
 AH2878'ROUTE 173 IN HARVARD, PROCEED WEST ALONG ILLINOIS ROUTE 173 FOR
 AH2878'APPOXIMATELY 5.1 MI (8.2 KM) TO THE STATION LOCATED AT THE SOUTHWEST
 AH2878'CORNER OF THE INTERSECTION OF ILLINOIS ROUTE 173 AND COUNTY LINE ROAD.
 AH2878'THE STATION IS LOCATED 67.2 FT (20.5 M) SOUTH OF THE CENTERLINE OF
 AH2878'ILLINOIS ROUTE 173, 28.9 FT (8.8 M) WEST OF THE CENTERLINE OF COUNTY
 AH2878'LINE ROAD, 48.5 FT (14.8 M) EAST OF THE EAST BANK OF A CREEK, 64.8 FT
 AH2878'(19.8 M) NORTH OF A POWER POLE, 60.48 FT (18.43 M) SOUTHEAST OF A
 AH2878'CHISELED X IN THE SOUTHEAST CORNER OF A HEADWALL TO A BOX CULVERT
 AH2878'UNDER ILLINOIS ROUTE 173, 43.2 FT (13.2 M) SOUTH OF A WOOD GUARDRAIL
 AH2878'POST, AND 2.0 FT (0.6 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2878'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2878'WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2879 ***********************************************************************
 AH2879  DESIGNATION -  BOO173 1B
 AH2879  PID         -  AH2879
 AH2879  STATE/COUNTY-  IL/BOONE
 AH2879  USGS QUAD   -  CAPRON (1978)
 AH2879
 AH2879                         *CURRENT SURVEY CONTROL
 AH2879  ___________________________________________________________________
 AH2879* NAD 83(1997)-  42 24 34.39345(N)    088 42 20.99444(W)     ADJUSTED  
 AH2879* NAVD 88     -       270.4    (meters)     887.     (feet)  GPS OBS   
 AH2879  ___________________________________________________________________
 AH2879  X           -     106,527.418 (meters)                     COMP
 AH2879  Y           -  -4,715,409.747 (meters)                     COMP
 AH2879  Z           -   4,279,461.513 (meters)                     COMP
 AH2879  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AH2879  ELLIP HEIGHT-         236.55  (meters)          (12/06/04) GPS OBS
 AH2879  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AH2879
 AH2879  HORZ ORDER  -  FIRST
 AH2879  ELLP ORDER  -  FOURTH    CLASS I
 AH2879
 AH2879.The horizontal coordinates were established by GPS observations
 AH2879.and adjusted by the National Geodetic Survey in September 1998..
 AH2879
 AH2879.The orthometric height was determined by GPS observations and a
 AH2879.high-resolution geoid model.
 AH2879
 AH2879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2879
 AH2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2879
 AH2879.The ellipsoidal height was determined by GPS observations
 AH2879.and is referenced to NAD 83.
 AH2879
 AH2879.The geoid height was determined by GEOID03.
 AH2879
 AH2879;                    North         East     Units Scale Factor Converg.
 AH2879;SPC IL E     -   637,660.802   269,337.651   MT  0.99998656   -0 15 04.4
 AH2879;SPC IL E     - 2,092,058.81    883,651.94   sFT  0.99998656   -0 15 04.4
 AH2879;UTM  16      - 4,696,659.570   359,634.659   MT  0.99984242   -1 09 02.3
 AH2879
 AH2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2879!SPC IL E     -   0.99996290  x   0.99998656  =   0.99994946
 AH2879!UTM  16      -   0.99996290  x   0.99984242  =   0.99980533
 AH2879
 AH2879:                Primary Azimuth Mark                     Grid Az
 AH2879:SPC IL E     -  BOO173 1A                                180 32 59.9
 AH2879:UTM  16      -  BOO173 1A                                181 26 57.8
 AH2879
 AH2879|---------------------------------------------------------------------|
 AH2879| PID    Reference Object                     Distance      Geod. Az  |
 AH2879|                                                           dddmmss.s |
 AH2879| AH2878 BOO173 1A                           APPROX. 1.0 KM 1801755.5 |
 AH2879|---------------------------------------------------------------------|
 AH2879
 AH2879                          SUPERSEDED SURVEY CONTROL
 AH2879
 AH2879  ELLIP H (09/15/98)  236.59   (m)                       GP(       ) 3 1
 AH2879
 AH2879.Superseded values are not recommended for survey control.
 AH2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2879.See file dsdata.txt to determine how the superseded data were derived.
 AH2879
 AH2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5963596660(NAD 83)
 AH2879_MARKER: I = METAL ROD
 AH2879_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2879_STAMPING: BOO173-1B
 AH2879_MARK LOGO: NONE  
 AH2879_PROJECTION: RECESSED 8 CENTIMETERS
 AH2879_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2879+STABILITY: POSITION/ELEVATION WELL
 AH2879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2879+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2000
 AH2879_ROD/PIPE-DEPTH: 3.7  meters
 AH2879_SLEEVE-DEPTH  : 0.9 meters
 AH2879
 AH2879  HISTORY     - Date     Condition        Report By
 AH2879  HISTORY     - 1996     MONUMENTED       SECI
 AH2879  HISTORY     - 20000315 GOOD             SECI
 AH2879
 AH2879                          STATION DESCRIPTION
 AH2879
 AH2879'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2879'STATION IS LOCATED APPROXIMATELY 2.0 MI (3.2 KM) EAST OF CAPRON, 2.1
 AH2879'MI (3.4 KM) SOUTHWEST OF CHEMUNG IN THE NORTHEAST 1/4 OF SECTION 1, T
 AH2879'45 N, R 4 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 14 AND
 AH2879'ILLINOIS ROUTE 173 IN HARVARD, PROCEED WEST ALONG ILLINOIS ROUTE 173
 AH2879'FOR APPOXIMATELY 5.1 MI (8.2 KM) TO THE INTERSECTION OF ILLINOIS ROUTE
 AH2879'173 AND COUNTY LINE ROAD.  TURN RIGHT (NORTH) ON TO COUNTY LINE ROAD
 AH2879'AND PROCEED .62 MI (1.00 KM) TO THE STATION ON THE RIGHT (EAST) SIDE
 AH2879'OF COUNTY LINE ROAD NEAR THE TOP OF THE SLOPE OF THE ROAD WAY DITCH.
 AH2879'THE STATION IS LOCATED .15 MI (0.24 KM) NORTH OF THE LONG PRAIRIE
 AH2879'TRAIL, 21.2 FT (6.5 M) EAST OF THE CENTERLINE OF COUNTY LINE ROAD,
 AH2879'10.9 FT (3.3 M) EAST OF THE EDGE OF PAVEMENT FOR COUNTY LINE ROAD, 2
 AH2879'FT (0.6 M) WEST OF THE TOP OF SLOPE TO THE ROADWAY DITCH, 97.0 FT
 AH2879'(29.6 M) NORTHEAST OF A POWER POLE, 86.9 FT (26.5 M) SOUTHEAST OF A
 AH2879'POWER POLE, 49.4 FT (15.1 M) EAST OF A SIGN POST WITH THE SIGN
 AH2879'MISSING, AND 1.0 FT (0.3 M) NORTH OF A ORANGE FIBERGLASS WITNESS POST.
 AH2879'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2879'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2879
 AH2879                          STATION RECOVERY (2000)
 AH2879
 AH2879'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 AH2879'RECOVERED AS DESCRIBED USING 1996 DESCRIPTION
 AH2879'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2882 ***********************************************************************
 AH2882  DESIGNATION -  BOO20 1A
 AH2882  PID         -  AH2882
 AH2882  STATE/COUNTY-  IL/BOONE
 AH2882  USGS QUAD   -  BELVIDERE NORTH (1993)
 AH2882
 AH2882                         *CURRENT SURVEY CONTROL
 AH2882  ___________________________________________________________________
 AH2882* NAD 83(1997)-  42 16 35.11421(N)    088 50 27.51700(W)     ADJUSTED  
 AH2882* NAVD 88     -       238.4    (meters)     782.     (feet)  GPS OBS   
 AH2882  ___________________________________________________________________
 AH2882  X           -      95,605.782 (meters)                     COMP
 AH2882  Y           -  -4,725,583.840 (meters)                     COMP
 AH2882  Z           -   4,268,509.340 (meters)                     COMP
 AH2882  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 AH2882  ELLIP HEIGHT-         204.94  (meters)          (12/06/04) GPS OBS
 AH2882  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AH2882
 AH2882  HORZ ORDER  -  FIRST
 AH2882  ELLP ORDER  -  FOURTH    CLASS I
 AH2882
 AH2882.The horizontal coordinates were established by GPS observations
 AH2882.and adjusted by the National Geodetic Survey in September 1998..
 AH2882
 AH2882.The orthometric height was determined by GPS observations and a
 AH2882.high-resolution geoid model.
 AH2882
 AH2882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2882
 AH2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2882
 AH2882.The ellipsoidal height was determined by GPS observations
 AH2882.and is referenced to NAD 83.
 AH2882
 AH2882.The geoid height was determined by GEOID03.
 AH2882
 AH2882;                    North         East     Units Scale Factor Converg.
 AH2882;SPC IL E     -   622,930.323   258,124.849   MT  0.99999657   -0 20 29.4
 AH2882;SPC IL E     - 2,043,730.57    846,864.61   sFT  0.99999657   -0 20 29.4
 AH2882;UTM  16      - 4,682,108.563   348,193.768   MT  0.99988355   -1 14 19.2
 AH2882
 AH2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2882!SPC IL E     -   0.99996786  x   0.99999657  =   0.99996443
 AH2882!UTM  16      -   0.99996786  x   0.99988355  =   0.99985141
 AH2882
 AH2882:                Primary Azimuth Mark                     Grid Az
 AH2882:SPC IL E     -  BOO20 1B                                 085 25 42.5
 AH2882:UTM  16      -  BOO20 1B                                 086 19 32.3
 AH2882
 AH2882|---------------------------------------------------------------------|
 AH2882| PID    Reference Object                     Distance      Geod. Az  |
 AH2882|                                                           dddmmss.s |
 AH2882| AF9271 BOO20 1B                            APPROX. 0.7 KM 0850513.1 |
 AH2882|---------------------------------------------------------------------|
 AH2882
 AH2882                          SUPERSEDED SURVEY CONTROL
 AH2882
 AH2882  ELLIP H (09/15/98)  204.97   (m)                       GP(       ) 3 1
 AH2882
 AH2882.Superseded values are not recommended for survey control.
 AH2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2882.See file dsdata.txt to determine how the superseded data were derived.
 AH2882
 AH2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4819482109(NAD 83)
 AH2882_MARKER: I = METAL ROD
 AH2882_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2882_STAMPING: BOO20-1A
 AH2882_MARK LOGO: ILDT  
 AH2882_PROJECTION: RECESSED 5 CENTIMETERS
 AH2882_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2882+STABILITY: POSITION/ELEVATION WELL
 AH2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2882+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2882_ROD/PIPE-DEPTH:  3.7 meters
 AH2882_SLEEVE-DEPTH  :  0.9 meters
 AH2882
 AH2882  HISTORY     - Date     Condition        Report By
 AH2882  HISTORY     - 1996     MONUMENTED       SECI
 AH2882
 AH2882                          STATION DESCRIPTION
 AH2882
 AH2882'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2882'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) NORTH OF BELVIDERE,
 AH2882'6.6 MI (10.6 KM) SOUTHEAST OF POPLAR GROVE IN THE SOUTHWEST 1/4 OF
 AH2882'SECTION 24, T 44 N, R 3 E.  TO REACH FROM THE JUNCTION OF U.S.
 AH2882'BUSINESS ROUTE 20 AND ILLINOIS ROUTE 76, PROCEED EAST ALONG U.S.
 AH2882'BUSINESS ROUTE 20 FOR APPROXIMATELY 0.45 MI (0.72 KM) TO THE STATION
 AH2882'LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF U.S.  BUSINESS
 AH2882'ROUTE 20 AND MCKINLEY AVENUE.  THE STATION IS LOCATED 99.7 FT (30.4 M)
 AH2882'SOUTH OF THE CENTERLINE OF U.S.  BUSINESS ROUTE 20, 151.3 FT (46.1 M)
 AH2882'EAST OF THE CENTERLINE OF MCKINLEY AVENUE, 92.5 FT (28.2 M) EAST OF A
 AH2882'POWER POLE, 91.3 FT (27.8 M) WEST OF A POWER POLE WITH A TRANSFORMER,
 AH2882'67.3 FT (20.5 M) EAST OF A METAL FENCE CORNER OF A FENCE RUNNING EAST
 AH2882'AND ALSO SOUTHWEST, 135.2 FT (41.2 M) SOUTHEAST OF A STOP SIGN, 5.8 FT
 AH2882'(1.8 M) NORTH OF THE EAST-WEST FENCE, AND 5.6 FT (1.7 M) NORTH OF AN
 AH2882'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2882'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2882'TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9271 ***********************************************************************
 AF9271  CBN         -  This is a Cooperative Base Network Control Station.
 AF9271  DESIGNATION -  BOO20 1B
 AF9271  PID         -  AF9271
 AF9271  STATE/COUNTY-  IL/BOONE
 AF9271  USGS QUAD   -  BELVIDERE NORTH (1993)
 AF9271
 AF9271                         *CURRENT SURVEY CONTROL
 AF9271  ___________________________________________________________________
 AF9271* NAD 83(1997)-  42 16 37.12638(N)    088 49 55.97725(W)     ADJUSTED  
 AF9271* NAVD 88     -       239.7    (meters)     786.     (feet)  GPS OBS   
 AF9271  ___________________________________________________________________
 AF9271  X           -      96,327.534 (meters)                     COMP
 AF9271  Y           -  -4,725,528.355 (meters)                     COMP
 AF9271  Z           -   4,268,556.140 (meters)                     COMP
 AF9271  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AF9271  ELLIP HEIGHT-         206.22  (meters)          (10/15/04) GPS OBS
 AF9271  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AF9271
 AF9271  HORZ ORDER  -  B
 AF9271  ELLP ORDER  -  FOURTH    CLASS II
 AF9271
 AF9271.The horizontal coordinates were established by GPS observations
 AF9271.and adjusted by the National Geodetic Survey in July 1998..
 AF9271
 AF9271.The orthometric height was determined by GPS observations and a
 AF9271.high-resolution geoid model.
 AF9271
 AF9271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9271
 AF9271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9271
 AF9271.The ellipsoidal height was determined by GPS observations
 AF9271.and is referenced to NAD 83.
 AF9271
 AF9271.The geoid height was determined by GEOID03.
 AF9271
 AF9271;                    North         East     Units Scale Factor Converg.
 AF9271;SPC IL E     -   622,988.138   258,847.906   MT  0.99999583   -0 20 08.2
 AF9271;SPC IL E     - 2,043,920.25    849,236.84   sFT  0.99999583   -0 20 08.2
 AF9271;UTM  16      - 4,682,155.043   348,917.559   MT  0.99988086   -1 13 58.1
 AF9271
 AF9271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9271!SPC IL E     -   0.99996766  x   0.99999583  =   0.99996349
 AF9271!UTM  16      -   0.99996766  x   0.99988086  =   0.99984852
 AF9271
 AF9271:                Primary Azimuth Mark                     Grid Az
 AF9271:SPC IL E     -  BOO20 1A                                 265 25 42.5
 AF9271:UTM  16      -  BOO20 1A                                 266 19 32.4
 AF9271
 AF9271|---------------------------------------------------------------------|
 AF9271| PID    Reference Object                     Distance      Geod. Az  |
 AF9271|                                                           dddmmss.s |
 AF9271| AH2882 BOO20 1A                            APPROX. 0.7 KM 2650534.3 |
 AF9271|---------------------------------------------------------------------|
 AF9271
 AF9271                          SUPERSEDED SURVEY CONTROL
 AF9271
 AF9271  ELLIP H (07/17/98)  206.26   (m)                       GP(       ) 4 1
 AF9271
 AF9271.Superseded values are not recommended for survey control.
 AF9271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9271.See file dsdata.txt to determine how the superseded data were derived.
 AF9271
 AF9271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4891882155(NAD 83)
 AF9271_MARKER: I = METAL ROD
 AF9271_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9271_STAMPING: BOO20-1B
 AF9271_MARK LOGO: ILDT  
 AF9271_PROJECTION: FLUSH
 AF9271_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9271+STABILITY: POSITION/ELEVATION WELL
 AF9271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9271+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 AF9271_ROD/PIPE-DEPTH: 11.0 meters
 AF9271_SLEEVE-DEPTH  : 0.9 meters
 AF9271
 AF9271  HISTORY     - Date     Condition        Report By
 AF9271  HISTORY     - 1996     MONUMENTED       SECI
 AF9271  HISTORY     - 19970508 GOOD             NGS
 AF9271  HISTORY     - 20000316 GOOD             SECI
 AF9271  HISTORY     - 20000901 GOOD             AYRES
 AF9271
 AF9271                          STATION DESCRIPTION
 AF9271
 AF9271'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AF9271'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) NORTHEAST OF
 AF9271'BELVIDERE, 6.4 MI (10.3 KM) SOUTHWEST OF POPLAR GROVE IN THE CENTER OF
 AF9271'SECTION 24, T 44 N, R 3 E.  TO REACH FROM THE JUNCTION OF U.S.
 AF9271'BUSINESS ROUTE 20 AND ILLINOIS ROUTE 76, PROCEED EAST ALONG U.S.
 AF9271'BUSINESS ROUTE 20 FOR APPROXIMATELY 0.95 MI (1.53 KM) TO THE STATION
 AF9271'LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF U.S.  BUSINESS
 AF9271'ROUTE 20 AND BONUS AVENUE/MARENGO ROAD.  THE STATION IS LOCATED 72.6
 AF9271'FT (22.1 M) NORTH OF THE CENTERLINE OF U.S.  BUSINESS ROUTE 20, 111.9
 AF9271'FT (34.1 M) WEST OF THE CENTERLINE OF MARENGO ROAD, 11.6 FT (3.5 M)
 AF9271'NORTHWEST OF A METAL FENCE CORNER, 76.25 FT (23.24 M) SOUTHWEST OF A
 AF9271'METAL FENCE CORNER, 37.6 FT (11.5 M) WEST OF A STREET SIGN, 47.6 FT
 AF9271'(14.5 M) NORTHWEST OF A STOP SIGN, 6.5 FT (2.0 M) SOUTHEAST OF THE
 AF9271'FENCE RUNNING NORTHEAST, 6.4 FT (2.0 M) SOUTHEAST OF AN ORANGE
 AF9271'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AF9271'6-INCH LOGO CAP.
 AF9271
 AF9271                          STATION RECOVERY (1997)
 AF9271
 AF9271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AF9271'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHEAST OF BELVIDERE.  TO
 AF9271'REACH FROM THE JUNCTION OF U.S. BUSINESS ROUTE 20 AND STATE ROUTE 76
 AF9271'ON THE NORTH SIDE OF BELVIDERE, PROCEED EAST ON BUSINESS ROUTE 20 FOR
 AF9271'0.95 MI (1.53 KM) TO THE STATION ON THE LEFT, IN THE NORTHWEST
 AF9271'QUADRANT OF THE INTERSECTION OF THE HIGHWAY WITH BONUS AVENUE (SOUTH)
 AF9271'/MARENGO ROAD (NORTH), 22.1 M (72.5 FT) NORTH OF THE CENTERLINE OF
 AF9271'BUSINESS ROUTE 20, 34.1 M (111.9 FT) WEST OF THE CENTERLINE OF MARENGO
 AF9271'ROAD, 3.5 M (11.5 FT) NORTHWEST OF A METAL FENCE CORNER, 23.2 M (76.1
 AF9271'FT) SOUTHWEST OF A METAL FENCE CORNER, 2.0 M (6.6 FT) SOUTHEAST OF THE
 AF9271'FENCE RUNNING NORTHEAST, AND 2.0 M (6.6 FT) SOUTHEAST OF A FIBERGLASS
 AF9271'WITNESS POST.  NOTE--ACCESS TO THE STATION POINT IS THROUGH A 6-INCH
 AF9271'ACCESS COVER.
 AF9271
 AF9271                          STATION RECOVERY (2000)
 AF9271
 AF9271'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 AF9271'RECOVERED AS DESCRIBED USING 1996 DESCRIPTION
 AF9271'
 AF9271
 AF9271                          STATION RECOVERY (2000)
 AF9271
 AF9271'RECOVERY NOTE BY AYRES ASSOCIATES 2000
 AF9271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2883 ***********************************************************************
 AH2883  DESIGNATION -  BOO20 2A
 AH2883  PID         -  AH2883
 AH2883  STATE/COUNTY-  IL/BOONE
 AH2883  USGS QUAD   -  GARDEN PRAIRIE (1970)
 AH2883
 AH2883                         *CURRENT SURVEY CONTROL
 AH2883  ___________________________________________________________________
 AH2883* NAD 83(1997)-  42 15 09.61926(N)    088 42 49.79249(W)     ADJUSTED  
 AH2883* NAVD 88     -       238.0    (meters)     781.     (feet)  GPS OBS   
 AH2883  ___________________________________________________________________
 AH2883  X           -     106,131.950 (meters)                     COMP
 AH2883  Y           -  -4,727,133.485 (meters)                     COMP
 AH2883  Z           -   4,266,556.755 (meters)                     COMP
 AH2883  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 AH2883  ELLIP HEIGHT-         204.48  (meters)          (12/06/04) GPS OBS
 AH2883  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AH2883
 AH2883  HORZ ORDER  -  FIRST
 AH2883  ELLP ORDER  -  FOURTH    CLASS I
 AH2883
 AH2883.The horizontal coordinates were established by GPS observations
 AH2883.and adjusted by the National Geodetic Survey in September 1998..
 AH2883
 AH2883.The orthometric height was determined by GPS observations and a
 AH2883.high-resolution geoid model.
 AH2883
 AH2883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2883
 AH2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2883
 AH2883.The ellipsoidal height was determined by GPS observations
 AH2883.and is referenced to NAD 83.
 AH2883
 AH2883.The geoid height was determined by GEOID03.
 AH2883
 AH2883;                    North         East     Units Scale Factor Converg.
 AH2883;SPC IL E     -   620,237.742   268,601.240   MT  0.99998713   -0 15 21.1
 AH2883;SPC IL E     - 2,034,896.66    881,235.90   sFT  0.99998713   -0 15 21.1
 AH2883;UTM  16      - 4,679,252.677   358,625.399   MT  0.99984592   -1 09 09.3
 AH2883
 AH2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2883!SPC IL E     -   0.99996793  x   0.99998713  =   0.99995506
 AH2883!UTM  16      -   0.99996793  x   0.99984592  =   0.99981386
 AH2883
 AH2883:                Primary Azimuth Mark                     Grid Az
 AH2883:SPC IL E     -  BOO20 2B                                 091 18 18.3
 AH2883:UTM  16      -  BOO20 2B                                 092 12 06.5
 AH2883
 AH2883|---------------------------------------------------------------------|
 AH2883| PID    Reference Object                     Distance      Geod. Az  |
 AH2883|                                                           dddmmss.s |
 AH2883| AH2884 BOO20 2B                            APPROX. 0.7 KM 0910257.2 |
 AH2883|---------------------------------------------------------------------|
 AH2883
 AH2883                          SUPERSEDED SURVEY CONTROL
 AH2883
 AH2883  ELLIP H (09/15/98)  204.53   (m)                       GP(       ) 3 1
 AH2883
 AH2883.Superseded values are not recommended for survey control.
 AH2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2883.See file dsdata.txt to determine how the superseded data were derived.
 AH2883
 AH2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5862579253(NAD 83)
 AH2883_MARKER: I = METAL ROD
 AH2883_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2883_STAMPING: BOO20-2A
 AH2883_MARK LOGO: ILDT  
 AH2883_PROJECTION: RECESSED 8 CENTIMETERS
 AH2883_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2883+STABILITY: POSITION/ELEVATION WELL
 AH2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2883+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2883_ROD/PIPE-DEPTH:  8.5 meters
 AH2883_SLEEVE-DEPTH  :  0.9 meters
 AH2883
 AH2883  HISTORY     - Date     Condition        Report By
 AH2883  HISTORY     - 1996     MONUMENTED       SECI
 AH2883
 AH2883                          STATION DESCRIPTION
 AH2883
 AH2883'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2883'STATION IS LOCATED APPROXIMATELY 0.5 MI (0.8 KM) EAST OF GARDEN
 AH2883'PRAIRIE, 6.3 MI (10.1 KM) EAST OF BELVIDERE IN THE NORTHEAST 1/4 OF
 AH2883'SECTION 36, T 44 N, R 3 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE
 AH2883'20 AND GARDEN PRAIRIE ROAD, PROCEED EAST ALONG U.S.  ROUTE 20 FOR
 AH2883'APPROXIMATELY 0.58 MI (0.93 KM) TO THE STATION ON THE RIGHT (SOUTH)
 AH2883'SIDE OF U.S.  ROUTE 20.  THE STATION IS LOCATED 31.3 FT (9.5 M) SOUTH
 AH2883'OF THE CENTERLINE OF U.S.  ROUTE 20, 60.3 FT (18.4 M) SOUTH OF A POWER
 AH2883'POLE, 125.4 FT (38.2 M) SOUTHEAST OF A POWER POLE, 64.83 FT (19.76 M)
 AH2883'SOUTH OF THE SOUTHWEST BOLT OF A LIGHT POLE , AND 1.2 FT (0.4 M) NORTH
 AH2883'OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2883'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2883'TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2884 ***********************************************************************
 AH2884  DESIGNATION -  BOO20 2B
 AH2884  PID         -  AH2884
 AH2884  STATE/COUNTY-  IL/BOONE
 AH2884  USGS QUAD   -  GARDEN PRAIRIE (1970)
 AH2884
 AH2884                         *CURRENT SURVEY CONTROL
 AH2884  ___________________________________________________________________
 AH2884* NAD 83(1997)-  42 15 09.19706(N)    088 42 18.84734(W)     ADJUSTED  
 AH2884* NAVD 88     -       239.4    (meters)     785.     (feet)  GPS OBS   
 AH2884  ___________________________________________________________________
 AH2884  X           -     106,841.364 (meters)                     COMP
 AH2884  Y           -  -4,727,127.266 (meters)                     COMP
 AH2884  Z           -   4,266,548.020 (meters)                     COMP
 AH2884  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AH2884  ELLIP HEIGHT-         205.83  (meters)          (12/06/04) GPS OBS
 AH2884  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AH2884
 AH2884  HORZ ORDER  -  FIRST
 AH2884  ELLP ORDER  -  FOURTH    CLASS I
 AH2884
 AH2884.The horizontal coordinates were established by GPS observations
 AH2884.and adjusted by the National Geodetic Survey in September 1998..
 AH2884
 AH2884.The orthometric height was determined by GPS observations and a
 AH2884.high-resolution geoid model.
 AH2884
 AH2884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2884
 AH2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2884
 AH2884.The ellipsoidal height was determined by GPS observations
 AH2884.and is referenced to NAD 83.
 AH2884
 AH2884.The geoid height was determined by GEOID03.
 AH2884
 AH2884;                    North         East     Units Scale Factor Converg.
 AH2884;SPC IL E     -   620,221.584   269,310.517   MT  0.99998658   -0 15 00.2
 AH2884;SPC IL E     - 2,034,843.65    883,562.92   sFT  0.99998658   -0 15 00.2
 AH2884;UTM  16      - 4,679,225.424   359,334.236   MT  0.99984346   -1 08 48.4
 AH2884
 AH2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2884!SPC IL E     -   0.99996772  x   0.99998658  =   0.99995430
 AH2884!UTM  16      -   0.99996772  x   0.99984346  =   0.99981118
 AH2884
 AH2884:                Primary Azimuth Mark                     Grid Az
 AH2884:SPC IL E     -  BOO20 2A                                 271 18 18.2
 AH2884:UTM  16      -  BOO20 2A                                 272 12 06.4
 AH2884
 AH2884|---------------------------------------------------------------------|
 AH2884| PID    Reference Object                     Distance      Geod. Az  |
 AH2884|                                                           dddmmss.s |
 AH2884| AH2883 BOO20 2A                            APPROX. 0.7 KM 2710318.0 |
 AH2884|---------------------------------------------------------------------|
 AH2884
 AH2884                          SUPERSEDED SURVEY CONTROL
 AH2884
 AH2884  ELLIP H (09/15/98)  205.87   (m)                       GP(       ) 3 1
 AH2884
 AH2884.Superseded values are not recommended for survey control.
 AH2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2884.See file dsdata.txt to determine how the superseded data were derived.
 AH2884
 AH2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5933479225(NAD 83)
 AH2884_MARKER: I = METAL ROD
 AH2884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2884_STAMPING: BOO20-2B
 AH2884_MARK LOGO: ILDT  
 AH2884_PROJECTION: RECESSED 8 CENTIMETERS
 AH2884_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2884+STABILITY: POSITION/ELEVATION WELL
 AH2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2884+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2000
 AH2884_ROD/PIPE-DEPTH: 4.9  meters
 AH2884_SLEEVE-DEPTH  : 0.9 meters
 AH2884
 AH2884  HISTORY     - Date     Condition        Report By
 AH2884  HISTORY     - 1996     MONUMENTED       SECI
 AH2884  HISTORY     - 20000816 GOOD             SECI
 AH2884
 AH2884                          STATION DESCRIPTION
 AH2884
 AH2884'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2884'STATION IS LOCATED APPROXIMATELY 1.1 MI (1.8 KM) EAST OF GARDEN
 AH2884'PRAIRIE, 7.0 MI (11.3 KM) EAST OF BELVIDERE IN THE NORTHEAST 1/4 OF
 AH2884'SECTION 36, T 44 N, R 3 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE
 AH2884'20 AND STATE ROUTE 23, PROCEED WEST ALONG U.S.  ROUTE 20 FOR
 AH2884'APPROXIMENTLY 5.0 MI (8.0 KM) TO THE STATION ON THE RIGHT (NORTH) .
 AH2884'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 AH2884'U.S.  ROUTE 20 AND COUNTY LINE ROAD.  THE STATION IS LOCATED 44.0 FT
 AH2884'(13.4 M) NORTH OF THE CENTERLINE OF U.S.  ROUTE 20, 51.7 FT (15.8 M)
 AH2884'EAST OF THE CENTERLINE OF COUNTY LINE ROAD, 81.6 FT (24.9 M) SOUTHWEST
 AH2884'OF A FENCE CORNER LOCATED AT THE SOUTHEAST CORNER OF A CEMETARY, 9.1
 AH2884'FT (2.8 M) EAST OF A POWER POLE WITH A GUY WIRE, AND 1.5 FT (0.5 M)
 AH2884'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM
 AH2884'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2884'PHYSICAL TIES.
 AH2884
 AH2884                          STATION RECOVERY (2000)
 AH2884
 AH2884'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RJW)
 AH2884'RECOVERED AS DESCRIBED
 AH2884'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2881 ***********************************************************************
 AH2881  DESIGNATION -  BOO76 1A
 AH2881  PID         -  AH2881
 AH2881  STATE/COUNTY-  IL/BOONE
 AH2881  USGS QUAD   -  BELVIDERE NORTH (1993)
 AH2881
 AH2881                         *CURRENT SURVEY CONTROL
 AH2881  ___________________________________________________________________
 AH2881* NAD 83(1997)-  42 21 24.78640(N)    088 51 04.60108(W)     ADJUSTED  
 AH2881* NAVD 88     -       286.0    (meters)     938.     (feet)  GPS OBS   
 AH2881  ___________________________________________________________________
 AH2881  X           -      94,636.242 (meters)                     COMP
 AH2881  Y           -  -4,719,619.803 (meters)                     COMP
 AH2881  Z           -   4,275,150.606 (meters)                     COMP
 AH2881  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AH2881  ELLIP HEIGHT-         252.46  (meters)          (12/06/04) GPS OBS
 AH2881  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AH2881
 AH2881  HORZ ORDER  -  FIRST
 AH2881  ELLP ORDER  -  FOURTH    CLASS I
 AH2881
 AH2881.The horizontal coordinates were established by GPS observations
 AH2881.and adjusted by the National Geodetic Survey in September 1998..
 AH2881
 AH2881.The orthometric height was determined by GPS observations and a
 AH2881.high-resolution geoid model.
 AH2881
 AH2881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2881
 AH2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2881
 AH2881.The ellipsoidal height was determined by GPS observations
 AH2881.and is referenced to NAD 83.
 AH2881
 AH2881.The geoid height was determined by GEOID03.
 AH2881
 AH2881;                    North         East     Units Scale Factor Converg.
 AH2881;SPC IL E     -   631,873.202   257,329.509   MT  0.99999739   -0 20 56.3
 AH2881;SPC IL E     - 2,073,070.66    844,255.23   sFT  0.99999739   -0 20 56.3
 AH2881;UTM  16      - 4,691,061.802   347,538.735   MT  0.99988600   -1 14 51.1
 AH2881
 AH2881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2881!SPC IL E     -   0.99996041  x   0.99999739  =   0.99995780
 AH2881!UTM  16      -   0.99996041  x   0.99988600  =   0.99984641
 AH2881
 AH2881:                Primary Azimuth Mark                     Grid Az
 AH2881:SPC IL E     -  BOO76 1B                                 358 12 15.6
 AH2881:UTM  16      -  BOO76 1B                                 359 06 10.4
 AH2881
 AH2881|---------------------------------------------------------------------|
 AH2881| PID    Reference Object                     Distance      Geod. Az  |
 AH2881|                                                           dddmmss.s |
 AH2881| AH2880 BOO76 1B                            APPROX. 0.8 KM 3575119.3 |
 AH2881|---------------------------------------------------------------------|
 AH2881
 AH2881                          SUPERSEDED SURVEY CONTROL
 AH2881
 AH2881  ELLIP H (09/15/98)  252.51   (m)                       GP(       ) 3 1
 AH2881
 AH2881.Superseded values are not recommended for survey control.
 AH2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2881.See file dsdata.txt to determine how the superseded data were derived.
 AH2881
 AH2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4753991062(NAD 83)
 AH2881_MARKER: I = METAL ROD
 AH2881_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2881_STAMPING: BOO76-1A
 AH2881_MARK LOGO: ILDT  
 AH2881_PROJECTION: RECESSED 5 CENTIMETERS
 AH2881_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2881+STABILITY: POSITION/ELEVATION WELL
 AH2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2881+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2881_ROD/PIPE-DEPTH:  3.7 meters
 AH2881_SLEEVE-DEPTH  :  0.9 meters
 AH2881
 AH2881  HISTORY     - Date     Condition        Report By
 AH2881  HISTORY     - 1996     MONUMENTED       SECI
 AH2881
 AH2881                          STATION DESCRIPTION
 AH2881
 AH2881'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2881'STATION IS LOCATED APPROXIMATELY 1.6 MI (2.6 KM) SOUTHWEST OF POPLAR
 AH2881'GROVE, 6.0 MI (9.7 KM) SOUTHWEST OF CAPRON IN THE CENTER OF SECTION
 AH2881'23, T 45 N, R 3 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 173
 AH2881'AND ILLINOIS ROUTE 76, PROCEED SOUTH ALONG ILINOIS ROUTE 76 FOR
 AH2881'APPROXIMATELY 1.0 MI (1.6 KM) TO THE STATION LOCATED AT THE NORTHEAST
 AH2881'CORNER OF THE INTERSECTION OF ILLINOIS ROUTE 76 AND WHITING ROAD. THE
 AH2881'STATION IS LOCATED 49.7 FT (15.1 M) EAST OF THE CENTERLINE OF ILLINOIS
 AH2881'ROUTE 76, 75.0 FT (22.9 M) NORTH OF THE CENTERLINE OF WHITING ROAD,
 AH2881'42.4 FT (12.9 M) SOUTH OF A POWER POLE, 40.0 FT (12.2 M) SOUTH OF A
 AH2881'CONCRETE R.O.W MARKER, 84.1 FT (25.6 M) NORTHWEST OF A CONCRETE R.O.W.
 AH2881'MARKER, 84.15 FT (25.65 M) NORTHWEST OF A FOUND IRON PIPE THAT IS JUST
 AH2881'NORTH OF THE CONCRETE R.O.W.  MARKER, 82.4 FT (25.1 M) NORTHWEST OF A
 AH2881'POWER POLE, 24.7 FT (7.5 M) NORTH OF A STREET SIGN, 30.2 FT (9.2 M)
 AH2881'NORTH OF A STOP SIGN, 99.5 FT (30.3 M) SOUTHEAST OF A POWER POLE, 2.0
 AH2881'FT (0.6 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS
 AH2881'TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2881'WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2880 ***********************************************************************
 AH2880  DESIGNATION -  BOO76 1B
 AH2880  PID         -  AH2880
 AH2880  STATE/COUNTY-  IL/BOONE
 AH2880  USGS QUAD   -  BELVIDERE NORTH (1993)
 AH2880
 AH2880                         *CURRENT SURVEY CONTROL
 AH2880  ___________________________________________________________________
 AH2880* NAD 83(1997)-  42 21 50.36050(N)    088 51 05.89249(W)     ADJUSTED  
 AH2880* NAVD 88     -       272.9    (meters)     895.     (feet)  GPS OBS   
 AH2880  ___________________________________________________________________
 AH2880  X           -      94,595.842 (meters)                     COMP
 AH2880  Y           -  -4,719,079.082 (meters)                     COMP
 AH2880  Z           -   4,275,724.861 (meters)                     COMP
 AH2880  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AH2880  ELLIP HEIGHT-         239.32  (meters)          (12/06/04) GPS OBS
 AH2880  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AH2880
 AH2880  HORZ ORDER  -  FIRST
 AH2880  ELLP ORDER  -  FOURTH    CLASS I
 AH2880
 AH2880.The horizontal coordinates were established by GPS observations
 AH2880.and adjusted by the National Geodetic Survey in September 1998..
 AH2880
 AH2880.The orthometric height was determined by GPS observations and a
 AH2880.high-resolution geoid model.
 AH2880
 AH2880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2880
 AH2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2880
 AH2880.The ellipsoidal height was determined by GPS observations
 AH2880.and is referenced to NAD 83.
 AH2880
 AH2880.The geoid height was determined by GEOID03.
 AH2880
 AH2880;                    North         East     Units Scale Factor Converg.
 AH2880;SPC IL E     -   632,662.470   257,304.766   MT  0.99999742   -0 20 57.3
 AH2880;SPC IL E     - 2,075,660.12    844,174.05   sFT  0.99999742   -0 20 57.3
 AH2880;UTM  16      - 4,691,851.274   347,526.375   MT  0.99988605   -1 14 52.6
 AH2880
 AH2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2880!SPC IL E     -   0.99996247  x   0.99999742  =   0.99995989
 AH2880!UTM  16      -   0.99996247  x   0.99988605  =   0.99984852
 AH2880
 AH2880:                Primary Azimuth Mark                     Grid Az
 AH2880:SPC IL E     -  BOO76 1A                                 178 12 15.8
 AH2880:UTM  16      -  BOO76 1A                                 179 06 11.1
 AH2880
 AH2880|---------------------------------------------------------------------|
 AH2880| PID    Reference Object                     Distance      Geod. Az  |
 AH2880|                                                           dddmmss.s |
 AH2880| AH2881 BOO76 1A                            APPROX. 0.8 KM 1775118.5 |
 AH2880|---------------------------------------------------------------------|
 AH2880
 AH2880                          SUPERSEDED SURVEY CONTROL
 AH2880
 AH2880  ELLIP H (09/15/98)  239.37   (m)                       GP(       ) 3 1
 AH2880
 AH2880.Superseded values are not recommended for survey control.
 AH2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2880.See file dsdata.txt to determine how the superseded data were derived.
 AH2880
 AH2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4752691851(NAD 83)
 AH2880_MARKER: I = METAL ROD
 AH2880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2880_STAMPING: BOO76-1B
 AH2880_MARK LOGO: ILDT  
 AH2880_PROJECTION: RECESSED 5 CENTIMETERS
 AH2880_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2880+STABILITY: POSITION/ELEVATION WELL
 AH2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2880+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2880_ROD/PIPE-DEPTH:  9.8 meters
 AH2880_SLEEVE-DEPTH  :  0.9 meters
 AH2880
 AH2880  HISTORY     - Date     Condition        Report By
 AH2880  HISTORY     - 1996     MONUMENTED       SECI
 AH2880
 AH2880                          STATION DESCRIPTION
 AH2880
 AH2880'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2880'STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) SOUTHWEST OF POPLAR
 AH2880'GROVE, 6.2 MI (10.0 KM) SOUTHWEST OF CAPRON IN THE SOUTHEAST 1/4 OF
 AH2880'SECTION 23, T 45 N, R 3 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2880'ROUTE 173 AND ILLINOIS ROUTE 76, PROCEED SOUTH ALONG ILINOIS ROUTE 76
 AH2880'FOR APPROXIMATELY 0.5 MILES (0.8 KM) TO A FIELD ENTRANCE ON THE RIGHT
 AH2880'(WEST) SIDE OF ILLINOIS ROUTE 76.  THE STATION IS LOCATED 35.5 FT
 AH2880'(10.8 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 76, 21.5 FT (6.6 M)
 AH2880'NORTH OF THE CENTER OF A FIELD ENTRANCE TO THE WEST OF ILLINOIS ROUTE
 AH2880'76, 16.1 FT (4.9 M) WEST OF THE WEST PAVED SHOULDER OF ILLINOIS ROUTE
 AH2880'76, 2.2 FT (0.7 M) WEST OF A CONCRETE HEADWALL, 171.9 FT (52.4 M)
 AH2880'NORTHWEST OF A CONCRETE R.O.W.  MARKER, 135.1 FT (41.2 M) NORTHWEST OF
 AH2880'A POWER POLE, 87.0 FT (26.5 M) SOUTHWEST OF A POWER POLE, 95.4 FT
 AH2880'(29.1 M) SOUTHWEST OF A CONCRETE R.O.W.  MARKER, 151.8 FT (46.3 M)
 AH2880'SOUTH OF A WOOD GUARDRAIL POST, AND 2.0 FT (0.6 M) WEST OF AN ORANGE
 AH2880'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2880'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2885 ***********************************************************************
 AH2885  DESIGNATION -  BOO76 2A
 AH2885  PID         -  AH2885
 AH2885  STATE/COUNTY-  IL/BOONE
 AH2885  USGS QUAD   -  BELVIDERE NE (1970)
 AH2885
 AH2885                         *CURRENT SURVEY CONTROL
 AH2885  ___________________________________________________________________
 AH2885* NAD 83(1997)-  42 28 21.54180(N)    088 51 01.22004(W)     ADJUSTED  
 AH2885* NAVD 88     -       298.4    (meters)     979.     (feet)  GPS OBS   
 AH2885  ___________________________________________________________________
 AH2885  X           -      94,539.753 (meters)                     COMP
 AH2885  Y           -  -4,710,955.142 (meters)                     COMP
 AH2885  Z           -   4,284,653.099 (meters)                     COMP
 AH2885  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AH2885  ELLIP HEIGHT-         264.72  (meters)          (12/06/04) GPS OBS
 AH2885  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AH2885
 AH2885  HORZ ORDER  -  FIRST
 AH2885  ELLP ORDER  -  FOURTH    CLASS I
 AH2885
 AH2885.The horizontal coordinates were established by GPS observations
 AH2885.and adjusted by the National Geodetic Survey in September 1998..
 AH2885
 AH2885.The orthometric height was determined by GPS observations and a
 AH2885.high-resolution geoid model.
 AH2885
 AH2885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2885
 AH2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2885
 AH2885.The ellipsoidal height was determined by GPS observations
 AH2885.and is referenced to NAD 83.
 AH2885
 AH2885.The geoid height was determined by GEOID03.
 AH2885
 AH2885;                    North         East     Units Scale Factor Converg.
 AH2885;SPC IL E     -   644,731.833   257,485.149   MT  0.99999723   -0 20 56.8
 AH2885;SPC IL E     - 2,115,257.69    844,765.86   sFT  0.99999723   -0 20 56.8
 AH2885;UTM  16      - 4,703,914.965   347,896.191   MT  0.99988465   -1 14 58.8
 AH2885
 AH2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2885!SPC IL E     -   0.99995848  x   0.99999723  =   0.99995571
 AH2885!UTM  16      -   0.99995848  x   0.99988465  =   0.99984314
 AH2885
 AH2885:                Primary Azimuth Mark                     Grid Az
 AH2885:SPC IL E     -  BOO76 2B                                 002 58 16.4
 AH2885:UTM  16      -  BOO76 2B                                 003 52 18.4
 AH2885
 AH2885|---------------------------------------------------------------------|
 AH2885| PID    Reference Object                     Distance      Geod. Az  |
 AH2885|                                                           dddmmss.s |
 AH2885| AH2886 BOO76 2B                            APPROX. 1.0 KM 0023719.6 |
 AH2885|---------------------------------------------------------------------|
 AH2885
 AH2885                          SUPERSEDED SURVEY CONTROL
 AH2885
 AH2885  ELLIP H (09/15/98)  264.77   (m)                       GP(       ) 3 1
 AH2885
 AH2885.Superseded values are not recommended for survey control.
 AH2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2885.See file dsdata.txt to determine how the superseded data were derived.
 AH2885
 AH2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4789603915(NAD 83)
 AH2885_MARKER: I = METAL ROD
 AH2885_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2885_STAMPING: BOO76-2A
 AH2885_MARK LOGO: ILDT  
 AH2885_PROJECTION: FLUSH
 AH2885_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2885+STABILITY: POSITION/ELEVATION WELL
 AH2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2885+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AH2885_ROD/PIPE-DEPTH:  4.9 meters
 AH2885_SLEEVE-DEPTH  :  0.9 meters
 AH2885
 AH2885  HISTORY     - Date     Condition        Report By
 AH2885  HISTORY     - 1996     MONUMENTED       SECI
 AH2885  HISTORY     - 20050322 GOOD             INDIV
 AH2885
 AH2885                          STATION DESCRIPTION
 AH2885
 AH2885'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2885'STATION IS LOCATED APPROXIMATELY 7.2 MI (11.6 KM) NORTH OF POPLAR
 AH2885'GROVE, 7.5 MI (12.1 KM) NORTHWEST OF CAPRON IN THE NORTHWEST 1/4 OF
 AH2885'SECTION 14, T 46 N, R 3 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2885'ROUTE 173 AND ILINOIS ROUTE 76, PROCEED NORTH ALONG ILLINOIS ROUTE 76
 AH2885'FOR APPROXIMATELY 7.03 MI (11.31 KM) TO THE STATION AT THE SOUTHWEST
 AH2885'CORNER OF THE INTERSECTION OF ILLINOIS ROUTE 76 AND MANCHESTER ROAD.
 AH2885'THE STATION IS LOCATED 52.7 FT (16.1 M) WEST OF ILLINOIS ROUTE 76,
 AH2885'95.6 FT (29.1 M) SOUTH OF MANCHESTER ROAD, 105.7 FT (32.2 M) SOUTHEAST
 AH2885'OF A CONCRETE R.O.W.  MARKER, 65.0 FT (19.8 M) SOUTHEAST OF A CONCRETE
 AH2885'R.O.W.  MARKER, 47.7 FT (14.5 M) NORTHWEST OF FLARED END SECTION, 44.8
 AH2885'FT (13.7 M) SOUTHWEST OF A STOP SIGN, 7.6 FT (2.3 M) NORTHEAST OF A
 AH2885'CONCRETE R.O.W.  MARKER, AND 7.5 FT (2.3 M) NORTHEAST OF AN ORANGE
 AH2885'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2885'6-INCH LOGO CAP.
 AH2885
 AH2885                          STATION RECOVERY (2005)
 AH2885
 AH2885'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DRM)
 AH2885'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2886 ***********************************************************************
 AH2886  DESIGNATION -  BOO76 2B
 AH2886  PID         -  AH2886
 AH2886  STATE/COUNTY-  IL/BOONE
 AH2886  USGS QUAD   -  BELVIDERE NE (1970)
 AH2886
 AH2886                         *CURRENT SURVEY CONTROL
 AH2886  ___________________________________________________________________
 AH2886* NAD 83(1997)-  42 28 54.41708(N)    088 50 59.18602(W)     ADJUSTED  
 AH2886* NAVD 88     -       302.4    (meters)     992.     (feet)  GPS OBS   
 AH2886  ___________________________________________________________________
 AH2886  X           -      94,572.516 (meters)                     COMP
 AH2886  Y           -  -4,710,272.219 (meters)                     COMP
 AH2886  Z           -   4,285,403.984 (meters)                     COMP
 AH2886  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AH2886  ELLIP HEIGHT-         268.69  (meters)          (12/06/04) GPS OBS
 AH2886  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AH2886
 AH2886  HORZ ORDER  -  FIRST
 AH2886  ELLP ORDER  -  FOURTH    CLASS I
 AH2886
 AH2886.The horizontal coordinates were established by GPS observations
 AH2886.and adjusted by the National Geodetic Survey in September 1998..
 AH2886
 AH2886.The orthometric height was determined by GPS observations and a
 AH2886.high-resolution geoid model.
 AH2886
 AH2886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2886
 AH2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2886
 AH2886.The ellipsoidal height was determined by GPS observations
 AH2886.and is referenced to NAD 83.
 AH2886
 AH2886.The geoid height was determined by GEOID03.
 AH2886
 AH2886;                    North         East     Units Scale Factor Converg.
 AH2886;SPC IL E     -   645,745.937   257,537.785   MT  0.99999717   -0 20 55.6
 AH2886;SPC IL E     - 2,118,584.79    844,938.55   sFT  0.99999717   -0 20 55.6
 AH2886;UTM  16      - 4,704,928.002   347,964.753   MT  0.99988440   -1 14 58.2
 AH2886
 AH2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2886!SPC IL E     -   0.99995786  x   0.99999717  =   0.99995503
 AH2886!UTM  16      -   0.99995786  x   0.99988440  =   0.99984227
 AH2886
 AH2886:                Primary Azimuth Mark                     Grid Az
 AH2886:SPC IL E     -  BOO76 2A                                 182 58 16.6
 AH2886:UTM  16      -  BOO76 2A                                 183 52 19.2
 AH2886
 AH2886|---------------------------------------------------------------------|
 AH2886| PID    Reference Object                     Distance      Geod. Az  |
 AH2886|                                                           dddmmss.s |
 AH2886| AH2885 BOO76 2A                            APPROX. 1.0 KM 1823721.0 |
 AH2886|---------------------------------------------------------------------|
 AH2886
 AH2886                          SUPERSEDED SURVEY CONTROL
 AH2886
 AH2886  ELLIP H (09/15/98)  268.74   (m)                       GP(       ) 3 1
 AH2886
 AH2886.Superseded values are not recommended for survey control.
 AH2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2886.See file dsdata.txt to determine how the superseded data were derived.
 AH2886
 AH2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4796504928(NAD 83)
 AH2886_MARKER: I = METAL ROD
 AH2886_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2886_STAMPING: BOO76-2B
 AH2886_MARK LOGO: ILDT  
 AH2886_PROJECTION: FLUSH
 AH2886_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2886+STABILITY: POSITION/ELEVATION WELL
 AH2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2886+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2886_ROD/PIPE-DEPTH:  4.9 meters
 AH2886_SLEEVE-DEPTH  :  0.9 meters
 AH2886
 AH2886  HISTORY     - Date     Condition        Report By
 AH2886  HISTORY     - 1996     MONUMENTED       SECI
 AH2886
 AH2886                          STATION DESCRIPTION
 AH2886
 AH2886'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2886'STATION IS LOCATED APPROXIMATELY 7.8 MI (12.6 KM) NORTH OF POPLAR
 AH2886'GROVE, 8.2 MI (13.2 KM) NORTHWEST OF CAPRON IN THE NORTHWEST 1/4 OF
 AH2886'SECTION 11, T 46 N, R 3 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2886'ROUTE 173 AND ILINOIS ROUTE 76, PROCEED NORTH ALONG ILLINOIS ROUTE 76
 AH2886'FOR APPROXIMATELY 7.65 MI (12.31 KM) TO THE STATION ON THE RIGHT
 AH2886'(EAST) SIDE OF ILLINOIS ROUTE 76.  THE STATION IS LOCATED 38.6 FT
 AH2886'(11.8 M) EAST OF ILLINOIS ROUTE 76, 375 FT (114.3 M) SOUTH OF A
 AH2886'PRIVATE GRAVEL DRIVE TO THE EAST, 104.9 FT (32.0 M) SOUTH OF A POWER
 AH2886'POLE, 81.9 FT (25.0 M) NORTH OF A POWER POLE, AND 1.5 FT (0.5 M) WEST
 AH2886'OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2886'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2886'TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1400 ***********************************************************************
 NH1400  DESIGNATION -  BOON
 NH1400  PID         -  NH1400
 NH1400  STATE/COUNTY-  IL/WINNEBAGO
 NH1400  USGS QUAD   -  SOUTH BELOIT (1993)
 NH1400
 NH1400                         *CURRENT SURVEY CONTROL
 NH1400  ___________________________________________________________________
 NH1400* NAD 83(1997)-  42 24 15.18447(N)    089 02 38.42005(W)     ADJUSTED  
 NH1400* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 NH1400  ___________________________________________________________________
 NH1400  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NH1400  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NH1400
 NH1400  HORZ ORDER  -  SECOND
 NH1400
 NH1400.The horizontal coordinates were established by classical geodetic methods
 NH1400.and adjusted by the National Geodetic Survey in October 1999..
 NH1400
 NH1400.The orthometric height was scaled from a topographic map.
 NH1400
 NH1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1400
 NH1400.The geoid height was determined by GEOID03.
 NH1400
 NH1400;                    North         East     Units Scale Factor Converg.
 NH1400;SPC IL W     -   637,589.955   792,417.458   MT  1.00004623   +0 45 25.7
 NH1400;SPC IL W     - 2,091,826.38  2,599,789.61   sFT  1.00004623   +0 45 25.7
 NH1400;UTM  16      - 4,696,681.433   331,792.580   MT  0.99994813   -1 22 43.4
 NH1400
 NH1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1400!SPC IL W     -   0.99996873  x   1.00004623  =   1.00001496
 NH1400!UTM  16      -   0.99996873  x   0.99994813  =   0.99991686
 NH1400
 NH1400:                Primary Azimuth Mark                     Grid Az
 NH1400:SPC IL W     -  ROSCOE                                   345 30 51.8
 NH1400:UTM  16      -  ROSCOE                                   347 39 00.9
 NH1400
 NH1400|---------------------------------------------------------------------|
 NH1400| PID    Reference Object                     Distance      Geod. Az  |
 NH1400|                                                           dddmmss.s |
 NH1400| NH0535 ROSCOE                              APPROX. 2.4 KM 3461617.5 |
 NH1400| CI9075 BOON RM                             114.980 METERS 35551     |
 NH1400|---------------------------------------------------------------------|
 NH1400
 NH1400                          SUPERSEDED SURVEY CONTROL
 NH1400
 NH1400  NAD 83(1997)-  42 24 15.18437(N)    089 02 38.42041(W) AD(       ) 2
 NH1400  NAD 83(1997)-  42 24 15.18035(N)    089 02 38.41952(W) AD(       ) 2
 NH1400  NAD 83(1986)-  42 24 15.17947(N)    089 02 38.42331(W) AD(       ) 2
 NH1400  NAD 27      -  42 24 15.11890(N)    089 02 38.02360(W) AD(       ) 2
 NH1400
 NH1400.Superseded values are not recommended for survey control.
 NH1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1400.See file dsdata.txt to determine how the superseded data were derived.
 NH1400
 NH1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3179396681(NAD 83)
 NH1400_MARKER: DS = TRIANGULATION STATION DISK
 NH1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1400
 NH1400  HISTORY     - Date     Condition        Report By
 NH1400  HISTORY     - 1920     MONUMENTED       CGS
 NH1400  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH1400  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1400
 NH1400                          STATION DESCRIPTION
 NH1400
 NH1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1400'STATION IS ABOUT 4 MILES S OF ROCKTON, ON THE W SIDE OF THE
 NH1400'TRACK, 3/8 MILE N OF BRIDGE 558 OVER A WAGON-ROAD CROSSING,
 NH1400'140 YARDS SW OF THE NE CORNER OF OSCAR A. FUNKS FARM AND
 NH1400'107.05 METERS (351.21 FEET) W OF THE W AND NEAREST RAIL.  THE
 NH1400'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NH1400'DISKS SET IN CONCRETE.
 NH1400'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, DIRECTLY
 NH1400'N OF THE STATION AND NEAR THE FENCE LINE, 114.98 METERS
 NH1400'(377.23 FEET) FROM THE STATION, N 4 DEG 09 MIN W.
 NH1400
 NH1400                          STATION RECOVERY (1954)
 NH1400
 NH1400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1400'THIS STATION MARK WAS FOUND TO BE PUSHED OUT OF POSITION
 NH1400'BY FARM MACHINERY.  THE UNDERGROUND MARK WAS RECOVERED IN
 NH1400'GOOD CONDITION.  THE REFERENCE MARK WAS FOUND IN GOOD CONDITION
 NH1400'AND IS SET 2 FT. S OF THE E-W FENCE LINE N OF STATION.
 NH1400'
 NH1400'A NEW SURFACE MARK WAS SET, CENTERED OVER THE UNDERGROUND MARK
 NH1400'IN ITS ORIGINAL POSITION.  THE MARK IS 312.8 FEET W OF A WHITE
 NH1400'WITNESS POST SET IN THE W RIGHT-OF-WAY FENCE OF THE RAILROAD,
 NH1400'AND IN A PASTURE FIELD OWNED BY MR. CHARLES O. SWAIN.
 NH1400'
 NH1400'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY
 NH1400'2 IN ROCKFORD, GO N ON STATE HIGHWAY 2 FOR 8.9 MI. TO A CROSSROAD
 NH1400'GLEASMAN ROAD, TURN RIGHT AND GO E AND N FOR 1.5 MI. TO A
 NH1400'FARM ENTRANCE AT THE LEFT, TURN LEFT INTO THIS DRIVEWAY AND
 NH1400'GO N AND E THROUGH FIELDS FOR 0.6 MI. TO THE TOP OF A SMALL
 NH1400'RIDGE AND THE STATION.
 NH1400'
 NH1400'THE NEW MARK IS STAMPED BOON 1920 1954, AND FLUSH WITH THE GROUND.
 NH1400
 NH1400                          STATION RECOVERY (1997)
 NH1400
 NH1400'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0889 ***********************************************************************
 JB0889  DESIGNATION -  BORDING RESET
 JB0889  PID         -  JB0889
 JB0889  STATE/COUNTY-  IL/CLINTON
 JB0889  USGS QUAD   -  CARLYLE (1969)
 JB0889
 JB0889                         *CURRENT SURVEY CONTROL
 JB0889  ___________________________________________________________________
 JB0889* NAD 83(1997)-  38 36 45.37737(N)    089 20 25.99440(W)     ADJUSTED  
 JB0889* NAVD 88     -       163.801  (meters)     537.40   (feet)  ADJUSTED  
 JB0889  ___________________________________________________________________
 JB0889  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 JB0889  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0889  DYNAMIC HT  -         163.697 (meters)     537.06  (feet)  COMP
 JB0889  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JB0889
 JB0889  HORZ ORDER  -  FIRST
 JB0889  VERT ORDER  -  FIRST     CLASS I
 JB0889
 JB0889.The horizontal coordinates were established by classical geodetic methods
 JB0889.and adjusted by the National Geodetic Survey in October 1999..
 JB0889
 JB0889.The orthometric height was determined by differential leveling
 JB0889.and adjusted by the National Geodetic Survey in June 1991..
 JB0889
 JB0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0889
 JB0889.The geoid height was determined by GEOID03.
 JB0889
 JB0889.The dynamic height is computed by dividing the NAVD 88
 JB0889.geopotential number by the normal gravity value computed on the
 JB0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0889.degrees latitude (g = 980.6199 gals.).
 JB0889
 JB0889.The modeled gravity was interpolated from observed gravity values.
 JB0889
 JB0889;                    North         East     Units Scale Factor Converg.
 JB0889;SPC IL W     -   216,290.082   771,948.084   MT  1.00000490   +0 30 56.0
 JB0889;SPC IL W     -   709,611.71  2,532,633.01   sFT  1.00000490   +0 30 56.0
 JB0889;UTM  16      - 4,276,386.693   296,214.144   MT  1.00011143   -1 27 40.1
 JB0889
 JB0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0889!SPC IL W     -   0.99997915  x   1.00000490  =   0.99998405
 JB0889!UTM  16      -   0.99997915  x   1.00011143  =   1.00009058
 JB0889
 JB0889:                Primary Azimuth Mark                     Grid Az
 JB0889:SPC IL W     -  HOFFMAN GAS PLINE CO MAST                143 58 19.6
 JB0889:UTM  16      -  HOFFMAN GAS PLINE CO MAST                145 56 55.7
 JB0889
 JB0889|---------------------------------------------------------------------|
 JB0889| PID    Reference Object                     Distance      Geod. Az  |
 JB0889|                                                           dddmmss.s |
 JB0889| JB1848 HOFFMAN GAS PLINE CO MAST           APPROX.10.9 KM 1442915.6 |
 JB0889| JB0888 BORDING RM 3                         30.419 METERS 14601     |
 JB0889| CI3052 BORDING RM 2                                       18126     |
 JB0889| JB0887 BORDING RM 4                         30.019 METERS 20941     |
 JB0889| JB1849 CARLYLE E MUNICIPAL TANK            APPROX. 1.8 KM 2641555.4 |
 JB0889| JB1950 BREESE CATHOLIC CHURCH SPIRE        APPROX.16.4 KM 2683737.3 |
 JB0889| JB1847 CARLYLE CATHOLIC CHURCH SPIRE       APPROX. 2.8 KM 2691838.0 |
 JB0889| JB1853 CARLYLE W MUNICIPAL TANK            APPROX. 3.4 KM 2713139.8 |
 JB0889| JB1850 CARLYLE ARMY ENGINEERS RAD ANT      APPROX. 2.3 KM 3052419.8 |
 JB0889|---------------------------------------------------------------------|
 JB0889
 JB0889                          SUPERSEDED SURVEY CONTROL
 JB0889
 JB0889  NAD 83(1986)-  38 36 45.39432(N)    089 20 25.98967(W) AD(       ) 1
 JB0889  NAD 27      -  38 36 45.22376(N)    089 20 25.70829(W) AD(       ) 1
 JB0889  NGVD 29 (??/??/92)  163.914  (m)          537.77   (f) ADJ UNCH    1 1
 JB0889
 JB0889.Superseded values are not recommended for survey control.
 JB0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0889.See file dsdata.txt to determine how the superseded data were derived.
 JB0889
 JB0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9621476387(NAD 83)
 JB0889_MARKER: DS = TRIANGULATION STATION DISK
 JB0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0889_STAMPING: BORDING 1882 1960
 JB0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0889+STABILITY: SURFACE MOTION
 JB0889
 JB0889  HISTORY     - Date     Condition        Report By
 JB0889  HISTORY     - 1882     MONUMENTED       CGS
 JB0889  HISTORY     - 1937     SEE DESCRIPTION  CGS
 JB0889  HISTORY     - 1960     GOOD             CGS
 JB0889  HISTORY     - 1961     GOOD             CGS
 JB0889  HISTORY     - 1962     GOOD             CGS
 JB0889  HISTORY     - 1969     GOOD             CGS
 JB0889  HISTORY     - 1969     GOOD             NGS
 JB0889  HISTORY     - 1970     GOOD             LOCENG
 JB0889  HISTORY     - 20050727 POOR             GEOCAC
 JB0889
 JB0889                          STATION DESCRIPTION
 JB0889
 JB0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (GAF)
 JB0889'ABOUT 1.5 MILES EAST OF THE TOWN OF CARLYLE, IN THE SE 0.25 SW 0.25
 JB0889'SEC 17, T 2 N, R 2
 JB0889'W, ON BORDING HILL, IN THE MIDDLE OF A CULTIVATED
 JB0889'FIELD OWNED BY MRS CORCORAN WHOSE
 JB0889'HOUSE IS JUST SOUTH OF THE STATION.
 JB0889'THE STATION IS ABOUT 200 METERS NORTH OF THE ROAD
 JB0889'AND IS MARKED BY A
 JB0889'CROSS IN THE TOP OF A WHITE MARBLE POST ABOUT 6 INCHES SQUARE AND 30
 JB0889'INCHES LONG
 JB0889'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  THE LETTERS
 JB0889'U S C AND G S ARE INSCRIBED IN
 JB0889'THE POST.  THE UNDERGROUND MARK IS THE
 JB0889'APEX OF AN EARTHENWARE PYRAMID 6 INCHES ON AN
 JB0889'EDGE AND ABOUT 30
 JB0889'INCHES BELOW THE GROUND, AND HAS ON ONE FACE THE RAISED LETTERS
 JB0889'U S C S.  THERE
 JB0889'ARE TWO REFERENCE POSTS, ALSO OF WHITE MARBLE BUT SLIGHTLY
 JB0889'SMALLER THAN THE POST
 JB0889'MARKING THE STATION, WITH AN ARROW IN THE TOP
 JB0889'OF EACH POINTING TOWARD THE STATION.
 JB0889'ONE REFERENCE MARK IS JUST EAST
 JB0889'OF THE HOUSE, 216.88 METERS SOUTH BY EAST FROM THE
 JB0889'STATION, AND THE
 JB0889'OTHER IS NEAR THE ROAD FENCE, SOUTHEAST OF THE HOUSE, 248.77 METERS
 JB0889'FROM THE STATION
 JB0889'AND IN RANGE WITH THE FIRST REFERENCE MARK AND THE STATION.
 JB0889
 JB0889                          STATION RECOVERY (1937)
 JB0889
 JB0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JB0889'STATION WAS RECOVERED BUT NOT AS DESCRIBED.  A NEW DESCRIPTION IS AS
 JB0889'FOLLOWS-
 JB0889'
 JB0889'ABOUT 1.5 MILES EAST OF CARLYLE, IN SEC 17, T 2 N, R 2 W, ON BORDING
 JB0889'HILL, ABOUT 200
 JB0889'YARDS SOUTH OF PAVED U S HIGHWAY 50, THE HIGHEST
 JB0889'POINT IN THE VICINITY.  STATION IS
 JB0889'A 3-INCH PIPE PROJECTING ABOUT 1
 JB0889'FOOT ABOVE GROUND AND HAVING A CAST-IRON CAP WITH A
 JB0889'TRIANGLE AND THE
 JB0889'LETTERS U S E D.  IT IS DUE NORTH OF THE FARMHOUSE ON THE NORTHWEST
 JB0889'SHOULDER OF THE
 JB0889'HILL WHICH IS ABOUT 1 FOOT LOWER THAN THE HILL TOP,
 JB0889'50 YARDS SOUTHEAST.
 JB0889'
 JB0889'TO REACH FROM CARLYLE, GO EAST ON PAVED U S HIGHWAY 50, FOR 1.4 MILES
 JB0889'TO THE TOP OF THE
 JB0889'DIVIDE, THEN TURN LEFT AND GO NORTH INTO THE
 JB0889'FARMYARD.  THE STATION IS ABOUT 200
 JB0889'YARDS NORTH ON THE HILL IN THE FIELD.
 JB0889'
 JB0889'REFERENCE MARK NO 1 IS A 4-INCH SQUARE STONE POST, PROJECTING 4
 JB0889'INCHES, AND IS AT
 JB0889'THE EAST EDGE OF THE FARMHOUSE.  IT IS 216.88
 JB0889'METERS, 177 DEG (MAG) SOUTH FROM THE STATION.
 JB0889'
 JB0889'REFERENCE MARK NO 2 IS A 3-INCH PIPE WITH A CAST IRON CAP (AS ABOVE)
 JB0889'ON THE NORTH SIDE
 JB0889'OF THE HIGHWAY AND SOUTH OF THE EAST END OF THE
 JB0889'HOUSE, IN RANGE WITH THE STATION AND
 JB0889'REFERENCE NO 1.  IT IS 251.21
 JB0889'METERS FROM THE STATION, 177 DEG (MAG) SOUTH.  IT IS 34.33 METERS
 JB0889'(112.63 FEET) 177 DEG (MAG) SOUTH OF REFERENCE NO 1.
 JB0889
 JB0889                          STATION RECOVERY (1960)
 JB0889
 JB0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0889'THE STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED,
 JB0889'REFERENCE MARK NUMBER 1
 JB0889'WAS NOT RECOVERED AND IS BELIEVED TO BE DESTROYED.  THE
 JB0889'STATION MARK WAS FOUND
 JB0889'LOOSE AND TILTED, THE SUBSURFACE MARK WHICH
 JB0889'WAS AN EARTHENWARE PYRIMAD WAS FOUND IN
 JB0889'GOOD CONDITION.  THE SURFACE
 JB0889'MARK AND SUBSURFACE MARK WERE RESET AS DESCRIBED.
 JB0889'
 JB0889'DUE TO THE FACT THAT THE FARM MENTIONED IN THE ORIGINAL DESCRIPTION
 JB0889'NO LONGER EXISTS, A NEW DESCRIPTION FOLLOWS.
 JB0889'
 JB0889'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE
 JB0889'HIGHWAY 127 IN CARLYLE,
 JB0889'GO EAST ON U S HIGHWAY 50 FOR 1.7 MILES TO THE EAST
 JB0889'DRIVEWAY INTO A TAVERN ON THE
 JB0889'RIGHT, CONTINUE EAST FOR APPROXIMATELY
 JB0889'300 FEET TO A DRIVEWAY INTO A FIELD ON THE LEFT,
 JB0889'BEAR LEFT OFF
 JB0889'HIGHWAY, THENCE RIGHT AND GO EAST ON NORTH SIDE OF HIGHWAY FOR 0.05
 JB0889'MILE TO THE TOP
 JB0889'OF GRADE AND REFERENCE MARK NUMBER 2 (U S E D) ON THE
 JB0889'RIGHT.  TURN LEFT AND GO NORTH
 JB0889'ACROSS FIELD FOR 0.15 MILE TO THE
 JB0889'STATION AS DESCRIBED.
 JB0889'
 JB0889'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12 INCH
 JB0889'CONCRETE POST WHICH
 JB0889'PROJECTS ABOUT 2 INCHES AND IS STAMPED BORDING 1882 1960.
 JB0889'THE MARK IS 150 FEET EAST OF
 JB0889'EAST EDGE OF WOODS, 112 FEET SOUTH OF
 JB0889'SOUTH EDGE OF WOODS AND 4.7 FEET SOUTH OF A WITNESS POST.
 JB0889'
 JB0889'REFERENCE MARK NO 2 (U S E D) IS A 3 INCH PIPE WITH A CAST IRON CAP
 JB0889'ON TOP WITH A TRIANGLE
 JB0889'AND LETTERS U S E D, WHICH PROJECTS ABOUT 12 INCHES.
 JB0889'THE MARK IS 33 FEET NORTH OF THE
 JB0889'APPROXIMATE CENTER OF THE HIGHWAY, 9
 JB0889'FEET NORTHEAST OF A TELEPHONE POLE AND 2.5 FEET
 JB0889'WEST OF A 4 X 4 INCH
 JB0889'CONCRETE RIGHT-OF-WAY MARKER POST.
 JB0889'
 JB0889'REFERENCE MARK NO 3 AND NO 4 WERE ESTABLISHED AT THIS TIME.
 JB0889'
 JB0889'REFERENCE MARK NO 3 IS A STANDARD DISK SET IN THE TOP OF A 12 X 12
 JB0889'INCH CONCRETE POST
 JB0889'WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 JB0889'BORDING NO 3 1882 1960.  THE
 JB0889'MARK IS 186 FEET SOUTH OF SOUTH EDGE OF
 JB0889'WOODS, 212 FEET EAST OF EAST EDGE OF WOODS,
 JB0889'104.4 FEET SOUTHEAST OF A
 JB0889'WITNESS POST AND 1.3 FEET NORTHWEST OF A WITNESS POST.
 JB0889'
 JB0889'REFERENCE MARK NO 4 IS A STANDARD DISK SET IN TOP OF A 12 X 12 INCH
 JB0889'CONCRETE POST WHICH
 JB0889'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BORDING NO
 JB0889'4 1882 1960.  THE MARK IS 190
 JB0889'FEET SOUTH OF SOUTH EDGE OF WOODS, 107
 JB0889'FEET EAST OF EAST EDGE OF WOODS, 103.5 FEET
 JB0889'SOUTHWEST OF A WITNESS
 JB0889'POST AND 1 FOOT NORTH-NORTHWEST OF A WITNESS POST.
 JB0889'
 JB0889'THE 1960 OBSERVATIONS FOLLOW.
 JB0889
 JB0889                          STATION RECOVERY (1961)
 JB0889
 JB0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0889'THE STATION WAS RECOVERED AS DESCRIBED IN 1960 RECOVERY NOTE AND ALL
 JB0889'MARKS WERE FOUND TO BE
 JB0889'IN GOOD CONDITION.
 JB0889'
 JB0889'A SLIGHT DIFFERENCE WAS FOUND IN DISTANCE TO RM 3 AND RM 4.
 JB0889'(HORIZONTAL MEASUREMENT
 JB0889'WERE TAKEN AT THIS TIME.
 JB0889'
 JB0889'THE DIRECTION TO R M 3 AND R M 4 CHECKED, A SLIGHT DIFFERENCE IN
 JB0889'DIRECTION WAS FOUND TO
 JB0889'RM 2 (AZIMUTH MARK).  A SECOND SET OF OBSERVATIONS WERE
 JB0889'TAKEN AND THE RESULTS MEANED.
 JB0889'
 JB0889'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JB0889'
 JB0889'THE 1961 OBSERVATIONS FOLLOW,
 JB0889
 JB0889                          STATION RECOVERY (1962)
 JB0889
 JB0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB0889'THE STATION AND ALL MARKS RECOVERED AND FOUND AS DESCRIBED IN 1960.
 JB0889'
 JB0889'A DIFFERENCE OF 0.04 OF A FOOT WAS FOUND IN THE DISTANCE TO REFERENCE
 JB0889'MARK 3.
 JB0889'
 JB0889'A DIFFERENCE OF 0.14 OF A FOOT WAS FOUND IN THE DISTANCE TO REFERENCE
 JB0889'MARK 4.
 JB0889'
 JB0889'THE DIRECTIONS TO REFERENCE MARKS 3 AND 4 CHECKED.
 JB0889'
 JB0889'THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 (USE) CHECKED.
 JB0889'
 JB0889'THE REMAINDER OF THE 1960 DESCRIPTION IS ADEQUATE.
 JB0889
 JB0889                          STATION RECOVERY (1969)
 JB0889
 JB0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 JB0889'THE STATION MAY BE REACHED BY GOING 1.6 MILES EAST ALONG U.S.
 JB0889'HIGHWAY 50 FROM THE COURTHOUSE AT CARLYLE, THENCE 0.2 MILE NORTHWEST
 JB0889'ALONG A DRIVEWAY TO CARLYLE DAM AND PARK, AT AN OVERLOOK IN THE
 JB0889'PARK, IN LINE WITH THE EXTEND CENTER OF THE DAM, 37.4 FEET NORTHWEST
 JB0889'OF THE WEST CORNER OF THE REST ROOM, 14.7 FEET WEST OF THE WEST
 JB0889'EDGE OF THE CONCRETE FLOOR OF THE OVERLOOK, 4.7 FEET SOUTH
 JB0889'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JB0889'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 JB0889'
 JB0889'BORDING RM 2 (USE) IS ABOUT 0.15 MILE SOUTH OF THE STATION MARK,
 JB0889'ON THE TOP OF A HIGHWAY CUT, 33 FEET NORTH OF THE CENTER LINE OF
 JB0889'THE HIGHWAY, 9 FEET NORTHEAST OF A TELEPHONE POLE, 2.6 FEET WEST OF
 JB0889'A 4-INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER, 10 FEET ABOVE THE
 JB0889'LEVEL OF THE HIGHWAY AND IS A USE PIPE AND CAP WHICH PROJECTS 8
 JB0889'INCHES ABOVE
 JB0889'
 JB0889'RM 3 IS 99.8 FEET SOUTHEAST OF THE STATION MARK DESCRIBED, 75 FEET
 JB0889'75 FEET WEST OF THE CENTER LINE OF A DRIVEWAY THRU PARK, 24.8 FEET
 JB0889'SOUTHEAST OF A WATER FOUNDTAION, 1.3 FEET NORTHEAST OF A METAL
 JB0889'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JB0889'INCH ABOVE THE LEVEL OF THE GROUND.
 JB0889'
 JB0889'RM 4 IS 98.6 FEET SOUTHWEST OF THE STATION MARK DESCRIBED, 120 FEET
 JB0889'NORTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE DAM, 98.6
 JB0889'FEET SOUTHWEST OF THE WEST CORNER OF THE REST ROOMS, 86 FEET WEST
 JB0889'OF A WATER FOUNTAIN, 1.1 FEET NORTH OF A METAL WITNESS POST, 5 FEET
 JB0889'ABOVE THE LEVEL OF THE DRIVEWAY TO THE DAM AND SET IN THE TOP OF A
 JB0889'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 JB0889
 JB0889                          STATION RECOVERY (1969)
 JB0889
 JB0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JB0889'1.8 MI NE FROM CARLYLE.
 JB0889'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE
 JB0889'AT CARLYLE, THENCE 0.2 MILE NORTHWEST ALONG A DRIVEWAY TO
 JB0889'CARLYLE DAM AND PARK, AT AN OVERLOOK IN THE PARK, IN LINE WITH
 JB0889'THE EXTENDED CENTER OF THE DAM, 37.4 FEET NORTHWEST OF THE WEST
 JB0889'CORNER OF THE REST ROOMS (A ONE STORY BRICK BLDG), 14.7 FEET
 JB0889'WEST OF THE WEST EDGE OF THE CONCRETE FLOOR OF THE OVERLOOK,
 JB0889'4.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB0889'CONCRETE FLOOR AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0889'1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 17, T 2 N, R 2 W.
 JB0889
 JB0889                          STATION RECOVERY (1970)
 JB0889
 JB0889'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (AS)
 JB0889'BORDING 1882 1960 STATION.  RM 2.  RM 3.  RM 4 RECOVERED IN GOOD
 JB0889'CONDITION.  DESCRIPTION IS INADEQUATE, SEE ATTATCHED SHEET FOR NEW
 JB0889'DESCRIPTION.
 JB0889'
 JB0889'RM 2 HAS BEEN INCLUDED IN A CLOSED 2ND ORDER GEODIMETER TRAVERSE
 JB0889'ILLINOIS HIGHWAY DEPT - SPRINGFIELD ILL.
 JB0889
 JB0889                          STATION RECOVERY (2005)
 JB0889
 JB0889'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 JB0889'MARK HAS BEEN HIT SEVERAL TIMES BY LAWN MOWER AND IS NO LONGER
 JB0889'READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0886 ***********************************************************************
 JB0886  DESIGNATION -  BORDING RM 2
 JB0886  PID         -  JB0886
 JB0886  STATE/COUNTY-  IL/CLINTON
 JB0886  USGS QUAD   -  CARLYLE (1969)
 JB0886
 JB0886                         *CURRENT SURVEY CONTROL
 JB0886  ___________________________________________________________________
 JB0886* NAD 83(1986)-  38 36 37.     (N)    089 20 25.     (W)     SCALED    
 JB0886* NAVD 88     -       161.814  (meters)     530.88   (feet)  ADJUSTED  
 JB0886  ___________________________________________________________________
 JB0886  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0886  DYNAMIC HT  -         161.710 (meters)     530.54  (feet)  COMP
 JB0886  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 JB0886
 JB0886  VERT ORDER  -  FIRST     CLASS I
 JB0886
 JB0886.The horizontal coordinates were scaled from a topographic map and have
 JB0886.an estimated accuracy of +/- 6 seconds.
 JB0886
 JB0886.The orthometric height was determined by differential leveling
 JB0886.and adjusted by the National Geodetic Survey in June 1991..
 JB0886
 JB0886.The geoid height was determined by GEOID03.
 JB0886
 JB0886.The dynamic height is computed by dividing the NAVD 88
 JB0886.geopotential number by the normal gravity value computed on the
 JB0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0886.degrees latitude (g = 980.6199 gals.).
 JB0886
 JB0886.The modeled gravity was interpolated from observed gravity values.
 JB0886
 JB0886;                    North         East    Units  Estimated Accuracy
 JB0886;SPC IL W     -   216,030.      771,970.      MT  (+/- 180 meters Scaled)
 JB0886
 JB0886                          SUPERSEDED SURVEY CONTROL
 JB0886
 JB0886  NGVD 29 (??/??/92)  161.926  (m)          531.25   (f) ADJ UNCH    1 1
 JB0886
 JB0886.Superseded values are not recommended for survey control.
 JB0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0886.See file dsdata.txt to determine how the superseded data were derived.
 JB0886
 JB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH962761(NAD 83)
 JB0886_MARKER: P = PIPE CAP
 JB0886_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0886_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0886
 JB0886  HISTORY     - Date     Condition        Report By
 JB0886  HISTORY     - UNK      MONUMENTED       DOD
 JB0886  HISTORY     - 1969     GOOD             NGS
 JB0886
 JB0886                          STATION DESCRIPTION
 JB0886
 JB0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0886'1.5 MI E FROM CARLYLE.
 JB0886'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE AT
 JB0886'CARLYLE, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A BLACK TOP
 JB0886'DRIVEWAY LEADING NORTH TO A PARK AND THE CARLYLE DAM, ABOUT 98
 JB0886'YARDS EAST OF THE JUNCTION OF THE EAST LEG OF A DRIVEWAY SOUTH
 JB0886'TO THE RIVERSIDE TAVERN, ON THE TOP OF A HIGHWAY CUT WHICH IS
 JB0886'ABOUT 10 FEET HIGH, 33 FEET NORTH OF THE CENTER LINE OF THE
 JB0886'HIGHWAY, 9 FEET NORTHEAST OF A TELEPHONE CABLE POLE, 2.6 FEET
 JB0886'WEST OF A 4-INCH SQUARE CONCRETE RIGHT-OF-WAY MARKER, 10 FEET
 JB0886'ABOVE THE LEVEL OF THE HIGHWAY AND IS A USE CAP ON 2 INCH PIPE
 JB0886'WHICH PROJECTS 8 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 17,
 JB0886'T 2 N, R 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0888 ***********************************************************************
 JB0888  DESIGNATION -  BORDING RM 3
 JB0888  PID         -  JB0888
 JB0888  STATE/COUNTY-  IL/CLINTON
 JB0888  USGS QUAD   -  CARLYLE (1969)
 JB0888
 JB0888                         *CURRENT SURVEY CONTROL
 JB0888  ___________________________________________________________________
 JB0888* NAD 83(1986)-  38 36 45.     (N)    089 20 25.     (W)     SCALED    
 JB0888* NAVD 88     -       164.295  (meters)     539.02   (feet)  ADJUSTED  
 JB0888  ___________________________________________________________________
 JB0888  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0888  DYNAMIC HT  -         164.190 (meters)     538.68  (feet)  COMP
 JB0888  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JB0888
 JB0888  VERT ORDER  -  FIRST     CLASS I
 JB0888
 JB0888.The horizontal coordinates were scaled from a topographic map and have
 JB0888.an estimated accuracy of +/- 6 seconds.
 JB0888
 JB0888.The orthometric height was determined by differential leveling
 JB0888.and adjusted by the National Geodetic Survey in June 1991..
 JB0888
 JB0888.The geoid height was determined by GEOID03.
 JB0888
 JB0888.The dynamic height is computed by dividing the NAVD 88
 JB0888.geopotential number by the normal gravity value computed on the
 JB0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0888.degrees latitude (g = 980.6199 gals.).
 JB0888
 JB0888.The modeled gravity was interpolated from observed gravity values.
 JB0888
 JB0888;                    North         East    Units  Estimated Accuracy
 JB0888;SPC IL W     -   216,280.      771,970.      MT  (+/- 180 meters Scaled)
 JB0888
 JB0888                          SUPERSEDED SURVEY CONTROL
 JB0888
 JB0888  NGVD 29 (??/??/92)  164.408  (m)          539.40   (f) ADJ UNCH    1 1
 JB0888
 JB0888.Superseded values are not recommended for survey control.
 JB0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0888.See file dsdata.txt to determine how the superseded data were derived.
 JB0888
 JB0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH962763(NAD 83)
 JB0888_MARKER: DR = REFERENCE MARK DISK
 JB0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0888_STAMPING: BORDING NO 3 1882 1960
 JB0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0888+STABILITY: SURFACE MOTION
 JB0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0888+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 JB0888
 JB0888  HISTORY     - Date     Condition        Report By
 JB0888  HISTORY     - 1960     MONUMENTED       CGS
 JB0888  HISTORY     - 1969     GOOD             NGS
 JB0888  HISTORY     - 20050727 GOOD             GEOCAC
 JB0888
 JB0888                          STATION DESCRIPTION
 JB0888
 JB0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0888'1.8 MI NE FROM CARLYLE.
 JB0888'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE
 JB0888'AT CARLYLE, THENCE 0.2 MILE NORTHWEST ALONG A DRIVEWAY TO THE
 JB0888'CARLYLE DAM AND PARK, 99.8 FEET SOUTHEAST OF THE STATION MARK
 JB0888'DESCRIBED, 75 FEET WEST OF THE CENTER LINE OF A DRIVEWAY THRU
 JB0888'PARK, 48.4 FEET SOUTH OF THE SOUTH CORNER OF A REST ROOM, 24.8
 JB0888'FEET SOUTHEAST OF A WATER FOUNTAIN, 1.3 FEET NORTHWEST OF A METAL
 JB0888'WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE DRIVE AND SET IN THE
 JB0888'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 JB0888'GROUND.  SEC 17, T 2 N, R 2 W.
 JB0888
 JB0888                          STATION RECOVERY (2005)
 JB0888
 JB0888'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 JB0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0887 ***********************************************************************
 JB0887  DESIGNATION -  BORDING RM 4
 JB0887  PID         -  JB0887
 JB0887  STATE/COUNTY-  IL/CLINTON
 JB0887  USGS QUAD   -  CARLYLE (1969)
 JB0887
 JB0887                         *CURRENT SURVEY CONTROL
 JB0887  ___________________________________________________________________
 JB0887* NAD 83(1986)-  38 36 45.     (N)    089 20 25.     (W)     SCALED    
 JB0887* NAVD 88     -       162.201  (meters)     532.15   (feet)  ADJUSTED  
 JB0887  ___________________________________________________________________
 JB0887  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0887  DYNAMIC HT  -         162.097 (meters)     531.81  (feet)  COMP
 JB0887  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JB0887
 JB0887  VERT ORDER  -  FIRST     CLASS I
 JB0887
 JB0887.The horizontal coordinates were scaled from a topographic map and have
 JB0887.an estimated accuracy of +/- 6 seconds.
 JB0887
 JB0887.The orthometric height was determined by differential leveling
 JB0887.and adjusted by the National Geodetic Survey in June 1991..
 JB0887
 JB0887.The geoid height was determined by GEOID03.
 JB0887
 JB0887.The dynamic height is computed by dividing the NAVD 88
 JB0887.geopotential number by the normal gravity value computed on the
 JB0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0887.degrees latitude (g = 980.6199 gals.).
 JB0887
 JB0887.The modeled gravity was interpolated from observed gravity values.
 JB0887
 JB0887;                    North         East    Units  Estimated Accuracy
 JB0887;SPC IL W     -   216,280.      771,970.      MT  (+/- 180 meters Scaled)
 JB0887
 JB0887                          SUPERSEDED SURVEY CONTROL
 JB0887
 JB0887  NGVD 29 (??/??/92)  162.314  (m)          532.53   (f) ADJ UNCH    1 1
 JB0887
 JB0887.Superseded values are not recommended for survey control.
 JB0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0887.See file dsdata.txt to determine how the superseded data were derived.
 JB0887
 JB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH962763(NAD 83)
 JB0887_MARKER: DR = REFERENCE MARK DISK
 JB0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0887_STAMPING: BORDING NO 4 1882 1960
 JB0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0887+STABILITY: SURFACE MOTION
 JB0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0887+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 JB0887
 JB0887  HISTORY     - Date     Condition        Report By
 JB0887  HISTORY     - 1960     MONUMENTED       CGS
 JB0887  HISTORY     - 1969     GOOD             NGS
 JB0887  HISTORY     - 20050727 GOOD             GEOCAC
 JB0887
 JB0887                          STATION DESCRIPTION
 JB0887
 JB0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0887'1.8 MI NE FROM CARLYLE.
 JB0887'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE
 JB0887'AT CARLYLE, THENCE 0.2 MILE NORTHWEST ALONG A DRIVEWAY TO
 JB0887'CARLYLE PARK AND DAM, 98.6 FEET SOUTHWEST OF THE STATION MARK
 JB0887'DESCRIBED, 120 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY
 JB0887'LEADING TO THE DAM, 98.6 FEET SOUTHWEST OF THE WEST CORNER OF THE
 JB0887'REST ROOM BUILDING, 86 FEET WEST OF A WATER FOUNTAIN, 1.1 FEET
 JB0887'NORTH OF A METAL WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE
 JB0887'DRIVEWAY TO DAM, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0887'4 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 17, T 2 N, R 2 W.
 JB0887
 JB0887                          STATION RECOVERY (2005)
 JB0887
 JB0887'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 JB0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0260 ***********************************************************************
 LC0260  DESIGNATION -  BORO
 LC0260  PID         -  LC0260
 LC0260  STATE/COUNTY-  IL/CHAMPAIGN
 LC0260  USGS QUAD   -  RANTOUL (1984)
 LC0260
 LC0260                         *CURRENT SURVEY CONTROL
 LC0260  ___________________________________________________________________
 LC0260* NAD 83(1997)-  40 16 01.69516(N)    088 10 36.14144(W)     ADJUSTED  
 LC0260* NAVD 88     -       223.489  (meters)     733.23   (feet)  ADJUSTED  
 LC0260  ___________________________________________________________________
 LC0260  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LC0260  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC0260  DYNAMIC HT  -         223.377 (meters)     732.86  (feet)  COMP
 LC0260  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 LC0260
 LC0260  HORZ ORDER  -  SECOND
 LC0260  VERT ORDER  -  SECOND    CLASS 0
 LC0260
 LC0260.The horizontal coordinates were established by classical geodetic methods
 LC0260.and adjusted by the National Geodetic Survey in October 1999..
 LC0260
 LC0260.The orthometric height was determined by differential leveling
 LC0260.and adjusted by the National Geodetic Survey in June 1991..
 LC0260
 LC0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0260
 LC0260.The geoid height was determined by GEOID03.
 LC0260
 LC0260.The dynamic height is computed by dividing the NAVD 88
 LC0260.geopotential number by the normal gravity value computed on the
 LC0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0260.degrees latitude (g = 980.6199 gals.).
 LC0260
 LC0260.The modeled gravity was interpolated from observed gravity values.
 LC0260
 LC0260;                    North         East     Units Scale Factor Converg.
 LC0260;SPC IL E     -   399,673.546   313,322.420   MT  0.99997718   +0 06 04.5
 LC0260;SPC IL E     - 1,311,262.29  1,027,958.64   sFT  0.99997718   +0 06 04.5
 LC0260;UTM  16      - 4,458,071.674   399,948.067   MT  0.99972323   -0 45 38.3
 LC0260
 LC0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0260!SPC IL E     -   0.99997000  x   0.99997718  =   0.99994718
 LC0260!UTM  16      -   0.99997000  x   0.99972323  =   0.99969324
 LC0260
 LC0260:                Primary Azimuth Mark                     Grid Az
 LC0260:SPC IL E     -  RANTOUL MUNICIPAL STANDPIPE              015 48 08.5
 LC0260:UTM  16      -  RANTOUL MUNICIPAL STANDPIPE              016 39 51.3
 LC0260
 LC0260|---------------------------------------------------------------------|
 LC0260| PID    Reference Object                     Distance      Geod. Az  |
 LC0260|                                                           dddmmss.s |
 LC0260| LC1728 RANTOUL MUNICIPAL STANDPIPE         APPROX. 5.2 KM 0155413.0 |
 LC0260| LC1732 RANTOUL NEW MUNICIPAL TANK          APPROX. 5.4 KM 0155552.7 |
 LC0260| LC0259 BORO RM 1                            15.085 METERS 02019     |
 LC0260| CI6741 BORO RM 4                            15.071 METERS 02026     |
 LC0260| LC1730 RANTOUL CHANUTE AFB S TK OF 2       APPROX. 4.2 KM 0213648.1 |
 LC0260| LC0261 BORO RM 3                            12.016 METERS 19122     |
 LC0260| LC1593 BORO RM 2                            14.990 METERS 19537     |
 LC0260| CI6739 BORO AZ MK                                         2020430.9 |
 LC0260| CI6740 BORO AZ MK 2                                       2020430.3 |
 LC0260| LC1731 RNG RANTOUL RADIO RAN               APPROX. 2.0 KM 2315303.7 |
 LC0260|---------------------------------------------------------------------|
 LC0260
 LC0260                          SUPERSEDED SURVEY CONTROL
 LC0260
 LC0260  NAD 83(1997)-  40 16 01.69528(N)    088 10 36.14120(W) AD(       ) 2
 LC0260  NAD 83(1986)-  40 16 01.70322(N)    088 10 36.13903(W) AD(       ) 2
 LC0260  NAD 27      -  40 16 01.58200(N)    088 10 35.96940(W) AD(       ) 2
 LC0260  NGVD 29 (??/??/92)  223.532  (m)          733.37   (f) ADJ UNCH    2 0
 LC0260
 LC0260.Superseded values are not recommended for survey control.
 LC0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0260.See file dsdata.txt to determine how the superseded data were derived.
 LC0260
 LC0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9994858072(NAD 83)
 LC0260_MARKER: DS = TRIANGULATION STATION DISK
 LC0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0260_STAMPING: BORO 1959
 LC0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0260+STABILITY: SURFACE MOTION
 LC0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0260+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 LC0260
 LC0260  HISTORY     - Date     Condition        Report By
 LC0260  HISTORY     - 1959     MONUMENTED       CGS
 LC0260  HISTORY     - 1959     GOOD             CGS
 LC0260  HISTORY     - 1969     GOOD             CGS
 LC0260  HISTORY     - 1973     GOOD             ILHD
 LC0260  HISTORY     - 1973     GOOD             NGS
 LC0260  HISTORY     - 1973     GOOD             NGS
 LC0260  HISTORY     - 1979     GOOD             NGS
 LC0260  HISTORY     - 20010501 GOOD             BCA
 LC0260  HISTORY     - 20051207 GOOD             ILDT
 LC0260
 LC0260                          STATION DESCRIPTION
 LC0260
 LC0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0260'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF RANTOUL AND
 LC0260'ABOUT 2 MILES NORTH-NORTHEAST OF THOMASBORO.
 LC0260'
 LC0260'TO REACH THE STATION FROM THE THOMASBORO MOTEL ON U.S. HIGHWAY
 LC0260'45 IN THOMASBORO, GO NORTH ON U.S. HIGHWAY 45 FOR 2.1 MILES
 LC0260'TO THE STATION ON THE RIGHT AS DESCRIBED.
 LC0260'
 LC0260'STATION MARK, A STANDARD DISK STAMPED BORO 1959, IS SET IN A 12
 LC0260'INCH SQUARE CONCRETE POST WHICH IS ABOUT 1 INCH BELOW THE
 LC0260'SURFACE OF THE GROUND.  THE MARK IS 47 FEET EAST OF THE
 LC0260'CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 45, 41
 LC0260'FEET NORTH OF A POWER POLE WITH A TRIANGLE BLAZE, 3 FEET
 LC0260'WEST OF A FENCE LINE AND 2.8 FEET WEST OF A WITNESS POST.
 LC0260'
 LC0260'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BORO NO
 LC0260'1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0260'6 INCHES.  THE MARK IS 42.9 FEET EAST OF THE CENTER LINE OF
 LC0260'THE NORTH BOUND LANE OF U.S. HIGHWAY 45 AND 1 FOOT WEST OF A
 LC0260'FENCE LINE.
 LC0260'
 LC0260'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BORO NO 2
 LC0260'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0260'5 INCHES.  THE MARK IS 48.5 FEET EAST OF THE CENTER LINE OF THE
 LC0260'NORTH BOUND LANE OF U.S. HIGHWAY 45, 8 FEET SOUTH-SOUTHWEST
 LC0260'OF A POWER POLE WITH A TRIANGLE BLAZE AND 1 FOOT WEST OF A
 LC0260'FENCE LINE.
 LC0260'
 LC0260'AZIMUTH MARK, A STANDARD DISK STAMPED BORO 1959, IS SET IN
 LC0260'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 LC0260'MARK IS 78.7 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LC0260'TRACKS, 56.5 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND
 LC0260'LANE OF U.S. HIGHWAY 45, 16 FEET EAST OF THE EAST END OF A
 LC0260'INMAN HOTEL SIGN AND 7 FEET NORTHWEST OF A TELEPHONE POLE.
 LC0260'THE MARK IS 1.3 FEET WEST OF A WITNESS POST.
 LC0260'
 LC0260'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 LC0260'U.S. HIGHWAY 45 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 LC0260'RIGHT AS DESCRIBED.
 LC0260
 LC0260                          STATION RECOVERY (1959)
 LC0260
 LC0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0260'1.8 MI N FROM THOMASBORO.
 LC0260'ABOUT 0.25 MILES EAST ALONG A STREET FROM THE POST OFFICE AT
 LC0260'THOMASBORO, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 45, ABOUT
 LC0260'0.05 MILES SOUTH OF AN EAST-WEST CROSS ROAD, 47 FEET EAST-SOUTHEAST
 LC0260'OF THE CENTER LINE OF THE NORTH BOUND TRAFFIC LANE, 41 FEET
 LC0260'NORTH OF THE SECOND POWER POLE SOUTH OF A HOUSE EAST OF THE ROAD,
 LC0260'3 FEET WEST OF A FENCE, 2.8 FEET WEST OF A METAL WITNESS POST,
 LC0260'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0260'FLUSH WITH THE GROUND.  NOTE-- 76 FEET NORTH OF A FENCE CORNER,
 LC0260'64 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A LARGE CONCRETE
 LC0260'BLOCK BUILDING, 59 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 LC0260'BUILDING AND PROJECTS 3 INCHES.
 LC0260
 LC0260                          STATION RECOVERY (1969)
 LC0260
 LC0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LC0260'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 LC0260'1 FOUND TO HAVE BEEN HIT AND LEANING SLIGHTLY TO THE SOUTHWEST.
 LC0260'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.  THE TOP
 LC0260'PORTION OF THE CONCRETE POST AND THE DISK OF THE AZIMUTH MARK
 LC0260'FOUND SHEARED OFF AND A NEW DISK WAS SET IN THE TOP AND
 LC0260'CENTER OF THE POST.  REFERENCE MARK 1 WAS SOLID AND LEFT
 LC0260'INTACT.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 LC0260'
 LC0260'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THOMASBORO,
 LC0260'47 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 LC0260'U.S. HIGHWAY 45, 41 FEET NORTH OF A POWER POLE WITH A TRIANGULAR
 LC0260'BLAZE, 76 FEET NORTH OF A FENCE CORNER, 3 FEET WEST OF A METAL
 LC0260'WITNESS POST, 64 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 LC0260'LARGE CONCRETE BLOCK BUILDING AND 59 FEET NORTHWEST OF THE
 LC0260'SOUTHWEST CORNER OF THE BUILDING.  THE MONUMENT PROJECTS
 LC0260'3 INCHES AND THE DISK IS STAMPED BORO 1959.
 LC0260'
 LC0260'TO REACH THE STATION FROM THE THOMASBORO MOTEL IN THOMASBORO,
 LC0260'GO NORTH ON U.S. HIGHWAY 45 FOR 1.7 MILES TO THE AZIMUTH MARK
 LC0260'ON THE LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.4 MILE TO THE
 LC0260'STATION ON THE RIGHT.
 LC0260'
 LC0260'REFERENCE MARK 1 IS 49 FEET EAST OF THE CENTERLINE OF THE
 LC0260'NORTH BOUND LANE OF THE HIGHWAY, 51 FEET NORTHWEST OF THE
 LC0260'NORTHWEST CORNER OF THE BUILDING AND 90 FEET NORTH OF THE POWER
 LC0260'POLE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 LC0260'BORO NO 1 1959.
 LC0260'
 LC0260'REFERENCE MARK 3 IS 1 FOOT NORTH OF THE POWER POLE, 48 FEET
 LC0260'WEST OF THE SOUTHWEST CORNER OF THE BUILDING, 36 FEET NORTH
 LC0260'OF THE FENCE CORNER AND 44 FEET EAST OF THE CENTERLINE OF
 LC0260'THE NORTH BOUND LANE OF THE HIGHWAY.  THE MONUMENT PROJECTS
 LC0260'4 INCHES AND THE DISK IS STAMPED BORO 1959 NO 3 1969.
 LC0260'
 LC0260'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST,
 LC0260'7 FEET NORTHEAST OF A TELEPHONE POLE, 79 FEET EAST OF THE
 LC0260'EAST RAIL OF RAILROAD AND 56 FEET WEST OF THE CENTERLINE
 LC0260'OF THE SOUTHBOUND LANE OF THE HIGHWAY.  THE MONUMENT PROJECTS
 LC0260'1 INCH AND THE DISK IS STAMPED BORO 1959 1969.
 LC0260'
 LC0260'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC0260'
 LC0260'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MILES
 LC0260'NORTH OF THOMASBORO
 LC0260
 LC0260                          STATION RECOVERY (1973)
 LC0260
 LC0260'RECOVERY NOTE BY IL HIGHWAY DEPT 1973 (GDM)
 LC0260'BORO NO 1 1959-GOOD - FOUND AS DESCRIBED - LEANING 45 DEG N.
 LC0260'
 LC0260'BORO-GOOD - FOUND AS DESCRIBED.
 LC0260'
 LC0260'BORO 1959 NO 3 1969-GOOD - FOUND AS DESCRIBED.
 LC0260'
 LC0260'BORO 1959 (AZIMUTH)-GOOD - APP 7 FT NE OF 2ND TELEGRAPH POLE
 LC0260'S. OF 117-3 BOX CULVERT UNDER R.R.  NO INMAN HOTEL SIGN
 LC0260'AND NO TELEPHONE POLE.
 LC0260
 LC0260                          STATION RECOVERY (1973)
 LC0260
 LC0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LC0260'THE STATION MARK, REFERENCE MARK 3 AND THE 1969 AZIMUTH
 LC0260'MARK WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE
 LC0260'MARK 1 FOUND PARTIALLY UPROOTED AND WAS RESET AND USED AS
 LC0260'REFERENCE MARK 4.  THE DISTANCE AND DIRECTION TO REFERENCE
 LC0260'MARK 3 CHECKED.  THE 1969 RECOVERY NOTE IS GOOD WITH THE
 LC0260'DELETION OF REFERENCE MARK 1 AND THE ADDITION OF REFERENCE
 LC0260'MARK 4.
 LC0260'
 LC0260'REFERENCE MARK 4 IS 49 FEET EAST OF THE CENTERLINE OF THE
 LC0260'NORTH BOUND LANE OF U.S. HIGHWAY 45, 51 FEET NORTHWEST OF THE
 LC0260'NORTHWEST CORNER OF A LARGE CONCRETE BLOCK BUILDING AND
 LC0260'90 FEET NORTH OF A POWER POLE.  THE MONUMENT PROJECTS 10
 LC0260'INCHES AND THE DISK IS STAMPED BORO 1959 NO 4 1973.
 LC0260'
 LC0260'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC0260'
 LC0260'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 LC0260'2 MILES NORTH OF THOMASBORO
 LC0260
 LC0260                          STATION RECOVERY (1973)
 LC0260
 LC0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0260'RECOVERED IN GOOD CONDITION.
 LC0260
 LC0260                          STATION RECOVERY (1979)
 LC0260
 LC0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0260'STATION MARK, RM 3 AND 4 AND THE AZIMUTH MARK 1969 WERE FOUND IN GOOD
 LC0260'CONDITION.  THE DISTANCE AND DIRECTION CHECKED THE PREVIOUS DATA.  THE
 LC0260'1969 DESCRIPTION AND TO REACH ARE ADEQUATE TO RECOVER THE
 LC0260'STATION.  THE ONLY CHANGE SHOULD BE.  TO REACH FROM THE INTERSECTION
 LC0260'OF U.S. HIGHWAY 41 AND CENTRAL AVENUE AT THOMASBORO AT THE THOMAS
 LC0260'MOTEL.  ALSO THE STATION IS AT THE SW EDGE OF EARLS MOBILE HOME PARK.
 LC0260
 LC0260                          STATION RECOVERY (2001)
 LC0260
 LC0260'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 LC0260'STATION IS 34.4 FT EAST OF THE EAST EDGE OF PAVEMENT OF ROUTE 45, 345
 LC0260'FT SOUTH OF THE CENTERLINE OF CR 2700N, 38.8 FT NORTH OF A UTIL POLE,
 LC0260'39.5 FT NORTHEAST OF BORO NO 3, 63.8 FT SOUTHWEST OF THE NORTHWEST
 LC0260'CORNER OF THE BORDER MAGIC BUILDING, 11.0 FT NORTHWEST OF A 6 INCH
 LC0260'DIAMETER BOLLARD CUT OFF 3 INCHES ABOVE THE GROUND
 LC0260
 LC0260                          STATION RECOVERY (2005)
 LC0260
 LC0260'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0260'RM3,RM4= FOUND GOOD CONDITION
 LC0260'AZ= FOUND DESTROYED NO DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0259 ***********************************************************************
 LC0259  DESIGNATION -  BORO RM 1
 LC0259  PID         -  LC0259
 LC0259  STATE/COUNTY-  IL/CHAMPAIGN
 LC0259  USGS QUAD   -  RANTOUL (1984)
 LC0259
 LC0259                         *CURRENT SURVEY CONTROL
 LC0259  ___________________________________________________________________
 LC0259* NAD 83(1986)-  40 16 01.     (N)    088 10 35.     (W)     SCALED    
 LC0259* NAVD 88     -       223.937  (meters)     734.70   (feet)  ADJUSTED  
 LC0259  ___________________________________________________________________
 LC0259  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC0259  DYNAMIC HT  -         223.824 (meters)     734.33  (feet)  COMP
 LC0259  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 LC0259
 LC0259  VERT ORDER  -  SECOND    CLASS 0
 LC0259
 LC0259.The horizontal coordinates were scaled from a topographic map and have
 LC0259.an estimated accuracy of +/- 6 seconds.
 LC0259
 LC0259.The orthometric height was determined by differential leveling
 LC0259.and adjusted by the National Geodetic Survey in June 1991..
 LC0259
 LC0259.The geoid height was determined by GEOID03.
 LC0259
 LC0259.The dynamic height is computed by dividing the NAVD 88
 LC0259.geopotential number by the normal gravity value computed on the
 LC0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0259.degrees latitude (g = 980.6199 gals.).
 LC0259
 LC0259.The modeled gravity was interpolated from observed gravity values.
 LC0259
 LC0259;                    North         East    Units  Estimated Accuracy
 LC0259;SPC IL E     -   399,650.      313,350.      MT  (+/- 180 meters Scaled)
 LC0259
 LC0259                          SUPERSEDED SURVEY CONTROL
 LC0259
 LC0259  NGVD 29 (??/??/92)  223.980  (m)          734.84   (f) ADJ UNCH    2 0
 LC0259
 LC0259.Superseded values are not recommended for survey control.
 LC0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0259.See file dsdata.txt to determine how the superseded data were derived.
 LC0259
 LC0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK999580(NAD 83)
 LC0259_MARKER: DR = REFERENCE MARK DISK
 LC0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0259_STAMPING: BORO NO 1 1959
 LC0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0259+STABILITY: SURFACE MOTION
 LC0259
 LC0259  HISTORY     - Date     Condition        Report By
 LC0259  HISTORY     - 1959     MONUMENTED       CGS
 LC0259  HISTORY     - 1973     GOOD             NGS
 LC0259
 LC0259                          STATION DESCRIPTION
 LC0259
 LC0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0259'1.8 MI N FROM THOMASBORO.
 LC0259'ABOUT 0.25 MILES EAST ALONG A STREET FROM THE POST OFFICE AT
 LC0259'THOMASBORO, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 45, ABOUT
 LC0259'0.05 MILES SOUTH OF AN EAST-WEST CROSS ROAD, 49 FEET EAST-SOUTHEAST
 LC0259'OF THE CENTER LINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 100
 LC0259'FEET NORTH-NORTHEAST OF THE SECOND POWER POLE SOUTH OF A HOUSE
 LC0259'EAST OF THE ROAD, 1 FOOT WEST OF A FENCE, 49.6 FEET NORTH-NORTHEAST
 LC0259'OF TRIANGULATION STATION BORO, 50.0 FEET NORTH-NORTHEAST OF A
 LC0259'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 LC0259'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0259'NOTE-- MARK FOUND TO HAVE BEEN HIT AND LEANING SLIGHTLY TO THE
 LC0259'SOUTHWEST.  IT WAS LEFT INTACT AND LEVELS RAN FROM BORO 1959.
 LC0259'51 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE CONCRETE
 LC0259'BLOCK BUILDING, 90 FEET NORTH OF A POWER POLE, PROJECTS 5 INCHES.
 LC0259
 LC0259                          STATION RECOVERY (1973)
 LC0259
 LC0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0261 ***********************************************************************
 LC0261  DESIGNATION -  BORO RM 3
 LC0261  PID         -  LC0261
 LC0261  STATE/COUNTY-  IL/CHAMPAIGN
 LC0261  USGS QUAD   -  RANTOUL (1984)
 LC0261
 LC0261                         *CURRENT SURVEY CONTROL
 LC0261  ___________________________________________________________________
 LC0261* NAD 83(1986)-  40 16 01.     (N)    088 10 35.     (W)     SCALED    
 LC0261* NAVD 88     -       223.35   (meters)     732.8    (feet)  RESET     
 LC0261  ___________________________________________________________________
 LC0261  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC0261
 LC0261  VERT ORDER  -  THIRD
 LC0261
 LC0261.The horizontal coordinates were scaled from a topographic map and have
 LC0261.an estimated accuracy of +/- 6 seconds.
 LC0261
 LC0261.The orthometric height was computed from unverified reset data.
 LC0261.No vertical observational check was made to the station.
 LC0261
 LC0261.The geoid height was determined by GEOID03.
 LC0261
 LC0261;                    North         East    Units  Estimated Accuracy
 LC0261;SPC IL E     -   399,650.      313,350.      MT  (+/- 180 meters Scaled)
 LC0261
 LC0261                          SUPERSEDED SURVEY CONTROL
 LC0261
 LC0261  NGVD 29 (??/??/??)  223.40   (m)          732.9    (f) RESET       3  
 LC0261
 LC0261.Superseded values are not recommended for survey control.
 LC0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0261.See file dsdata.txt to determine how the superseded data were derived.
 LC0261
 LC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK999580(NAD 83)
 LC0261_MARKER: DR = REFERENCE MARK DISK
 LC0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0261_STAMPING: BORO 1959 NO 3 1969
 LC0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0261+STABILITY: SURFACE MOTION
 LC0261
 LC0261  HISTORY     - Date     Condition        Report By
 LC0261  HISTORY     - 1969     MONUMENTED       CGS
 LC0261  HISTORY     - 1973     GOOD             NGS
 LC0261
 LC0261                          STATION DESCRIPTION
 LC0261
 LC0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0261'1.8 MI N FROM THOMASBORO.
 LC0261'ABOUT 0.25 MILE EAST ALONG A STREET FROM THE POST OFFICE AT
 LC0261'THOMASBORO, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 45 TO THE
 LC0261'MARK ON THE RIGHT, 1 FOOT NORTH OF A POWER POLE, 36 FEET NORTH OF
 LC0261'A FENCE CORNER, 48 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE
 LC0261'CONCRETE BLOCK BUILDING, 44 FEET EAST OF THE CENTERLINE OF THE
 LC0261'NORTH BOUND LANE OF THE HIGHWAY, SET IN THE TOP OF A ROUND
 LC0261'CONCRETE POST PROJECTING 4 INCHES.
 LC0261
 LC0261                          STATION RECOVERY (1973)
 LC0261
 LC0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0921 ***********************************************************************
 JB0921  DESIGNATION -  BOST
 JB0921  PID         -  JB0921
 JB0921  STATE/COUNTY-  IL/FAYETTE
 JB0921  USGS QUAD   -  VANDALIA (1974)
 JB0921
 JB0921                         *CURRENT SURVEY CONTROL
 JB0921  ___________________________________________________________________
 JB0921* NAD 83(1997)-  38 58 46.55046(N)    089 04 29.99630(W)     ADJUSTED  
 JB0921* NAVD 88     -       144.013  (meters)     472.48   (feet)  ADJUSTED  
 JB0921  ___________________________________________________________________
 JB0921  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JB0921  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JB0921  DYNAMIC HT  -         143.925 (meters)     472.19  (feet)  COMP
 JB0921  MODELED GRAV-     980,011.8   (mgal)                       NAVD 88
 JB0921
 JB0921  HORZ ORDER  -  SECOND
 JB0921  VERT ORDER  -  SECOND    CLASS 0
 JB0921
 JB0921.The horizontal coordinates were established by classical geodetic methods
 JB0921.and adjusted by the National Geodetic Survey in October 1999..
 JB0921
 JB0921.The orthometric height was determined by differential leveling
 JB0921.and adjusted by the National Geodetic Survey in June 1991..
 JB0921
 JB0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0921
 JB0921.The geoid height was determined by GEOID03.
 JB0921
 JB0921.The dynamic height is computed by dividing the NAVD 88
 JB0921.geopotential number by the normal gravity value computed on the
 JB0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0921.degrees latitude (g = 980.6199 gals.).
 JB0921
 JB0921.The modeled gravity was interpolated from observed gravity values.
 JB0921
 JB0921;                    North         East     Units Scale Factor Converg.
 JB0921;SPC IL E     -   256,974.746   235,734.953   MT  1.00002583   -0 27 59.6
 JB0921;SPC IL E     -   843,091.31    773,407.09   sFT  1.00002583   -0 27 59.6
 JB0921;SPC IL W     -   257,271.293   794,590.043   MT  1.00005131   +0 41 12.3
 JB0921;SPC IL W     -   844,064.23  2,606,917.50   sFT  1.00005131   +0 41 12.3
 JB0921;UTM  16      - 4,316,560.299   320,262.324   MT  0.99999781   -1 18 20.2
 JB0921
 JB0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0921!SPC IL E     -   0.99998238  x   1.00002583  =   1.00000821
 JB0921!SPC IL W     -   0.99998238  x   1.00005131  =   1.00003369
 JB0921!UTM  16      -   0.99998238  x   0.99999781  =   0.99998019
 JB0921
 JB0921:                Primary Azimuth Mark                     Grid Az
 JB0921:SPC IL E     -  VANDALIA TX ILL GAS MICROWAVE            213 17 22.3
 JB0921:SPC IL W     -  VANDALIA TX ILL GAS MICROWAVE            212 08 10.4
 JB0921:UTM  16      -  VANDALIA TX ILL GAS MICROWAVE            214 07 42.9
 JB0921
 JB0921|---------------------------------------------------------------------|
 JB0921| PID    Reference Object                     Distance      Geod. Az  |
 JB0921|                                                           dddmmss.s |
 JB0921| JB1805 VANDALIA TX ILL GAS MICROWAVE       APPROX. 4.5 KM 2124922.7 |
 JB0921| JB1806 STURGESS RM 3                       APPROX. 4.1 KM 2135516.2 |
 JB0921| JB0920 BOST RM 1                            20.813 METERS 22047     |
 JB0921| JB1809 VANDALIA RHYTHM STEP SHOE TANK      APPROX. 3.3 KM 2363514.6 |
 JB0921| KB1421 VANDALIA STATE PENAL FARM TK        APPROX. 3.7 KM 3312951.3 |
 JB0921| JB0919 BOST RM 2                             9.444 METERS 35059     |
 JB0921| CI3053 BOST AZ MK                                         3585211.2 |
 JB0921|---------------------------------------------------------------------|
 JB0921
 JB0921                          SUPERSEDED SURVEY CONTROL
 JB0921
 JB0921  NAD 83(1986)-  38 58 46.56772(N)    089 04 29.98688(W) AD(       ) 2
 JB0921  NAD 27      -  38 58 46.40380(N)    089 04 29.75250(W) AD(       ) 2
 JB0921  NGVD 29 (??/??/92)  144.142  (m)          472.91   (f) ADJ UNCH    2 0
 JB0921
 JB0921.Superseded values are not recommended for survey control.
 JB0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0921.See file dsdata.txt to determine how the superseded data were derived.
 JB0921
 JB0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2026216560(NAD 83)
 JB0921_MARKER: DS = TRIANGULATION STATION DISK
 JB0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0921_STAMPING: BOST 1960
 JB0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0921+STABILITY: SURFACE MOTION
 JB0921
 JB0921  HISTORY     - Date     Condition        Report By
 JB0921  HISTORY     - 1960     MONUMENTED       CGS
 JB0921  HISTORY     - 1960     GOOD             CGS
 JB0921  HISTORY     - 1970     GOOD             PAS
 JB0921  HISTORY     - 1976     GOOD             NGS
 JB0921  HISTORY     - 1976     GOOD             NGS
 JB0921
 JB0921                          STATION DESCRIPTION
 JB0921
 JB0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RWE)
 JB0921'STATION IS LOCATED 1.5 MILES NORTHEAST OF VANDALIA, ABOUT 0.5 MILE
 JB0921'EAST OF THE KASKASKI RIVER,
 JB0921'0.2 MILE NORTH OF U S HIGHWAY 40 AND JUST SOUTH OF A
 JB0921'LARGE LONE TREE.
 JB0921'
 JB0921'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 40 AND 51, ABOUT 1.0 MILE
 JB0921'NORTH OF VANDALIA, GO EAST
 JB0921'ON U S HIGHWAY 40 FOR 1.35 MILES TO GRAVEL
 JB0921'CROSSROAD, TURN LEFT AND GO NORTH
 JB0921'FOR 0.2 MILE ON GRAVEL ROAD TO
 JB0921'STATION ON EAST SIDE OF ROAD AS DESCRIBED.
 JB0921'
 JB0921'STATION MARK, A STANDARD STATION MARK DISK STAMPED BOST 1960, IS SET
 JB0921'IN TOP OF A 10 INCH SQUARE
 JB0921'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 JB0921'THE GROUND.  THE MARK IS 38.6 FEET
 JB0921'SOUTH OF A LARGE TRIANGLE BLAZED
 JB0921'TREE, 25.5 FEET EAST OF THE CENTER OF ROAD AND 3.6 FEET
 JB0921'SOUTH-SOUTHWEST OF WITNESS POST.
 JB0921'
 JB0921'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED BOST
 JB0921'NO 1 1960, IS SET IN TOP OF
 JB0921'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0921'4 INCHES.  THE MARK IS 19 FEET WEST
 JB0921'OF THE CENTER OF ROAD AND 3.5
 JB0921'FEET NORTH-NORTHWEST OF A CLUSTER OF SMALL TREES.
 JB0921'
 JB0921'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED BOST
 JB0921'NO 2 1960, IS SET IN TOP OF
 JB0921'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0921'4 INCHES.  THE MARK IS 21 FEET EAST
 JB0921'OF THE CENTER OF ROAD AND 10 FEET
 JB0921'SOUTHWEST OF A LARGE TRIANGLE BLAZED TREE.
 JB0921'
 JB0921'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED BOST 1960, IS SET
 JB0921'IN TOP OF A 10 INCH SQUARE
 JB0921'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  THE
 JB0921'MARK IS 56 FEET WEST-SOUTHWEST OF A
 JB0921'LARGE TRIPLE TRUNK TREE, 32 FEET
 JB0921'SOUTH OF THE CENTER OF FIELD ENTRANCE, 19 FEET WEST OF
 JB0921'THE CENTER OF
 JB0921'ROAD AND 1.5 FEET EAST OFB WITNESS POST.
 JB0921'
 JB0921'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD
 JB0921'FOR 0.3 MILE TO AZIMUTH
 JB0921'MARK ON WEST SIDE OF ROAD AS DESCRIBED.
 JB0921
 JB0921                          STATION RECOVERY (1960)
 JB0921
 JB0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0921'1.5 MI E FROM VANDALIA.
 JB0921'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JB0921'U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA, THENCE 0.2 MILES
 JB0921'NORTH ALONG A GRAVEL ROAD, 24 FEET EAST OF THE CENTER LINE OF
 JB0921'THE ROAD, 38 FEET SOUTH OF A 4-FOOT TRIANGULAR BLAZED OAK TREE,
 JB0921'3.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JB0921'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0921'POST PROJECTING 1 INCH.
 JB0921
 JB0921                          STATION RECOVERY (1970)
 JB0921
 JB0921'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1970 (CM)
 JB0921'STATION, AZIMUTH AND REFERENCE MARKS FOUND AS DESCRIBED AND IN GOOD
 JB0921'CONDITION.  THE OLD LOCAL DESCRIPTIONS ARE ADEQUATE.  DUE TO THE
 JB0921'CONSTRUCTION OF INTERSTATE ROUTE 70, A NEW TO REACH IS AS FOLLOWS.
 JB0921'
 JB0921'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 51 AT
 JB0921'THE EAST EDGE OF VANDALIA, GO EAST ON U.S. HIGHWAY 40 FOR 0.15 MILE
 JB0921'TO A T-ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE
 JB0921'PENNSYLVANIA RAILROAD.  CONTINUE NORTH AND EAST ON MAIN ROAD FOR
 JB0921'1.15 MILES TO UNDERPASS AT INTERSTATE ROUTE 70.  CONTINUE NORTH
 JB0921'FOR 0.2 MILE TO STATION ON RIGHT AS DESCRIBED.
 JB0921
 JB0921                          STATION RECOVERY (1976)
 JB0921
 JB0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 JB0921'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JB0921'DESCRIBED IN 1960 AND WERE FOUND TO BE IN GOOD CONDITION.  THE
 JB0921'AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS REMOVED AT THIS
 JB0921'TIME.
 JB0921'
 JB0921'DUE TO THE CONSTRUCTION OF THE INTERSTATE HIGHWAY, A NEW TO REACH
 JB0921'FOLLOWS.
 JB0921'
 JB0921'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND 40 IN THE EAST
 JB0921'EDGE OF VANDALIA, GO EAST ON HIGHWAY 40 FOR 0.15 MILE TO A SIDE ROAD
 JB0921'LEFT.  TURN LEFT AND GO NORTH, EAST AND NORTH ON A GRAVEL ROAD FOR
 JB0921'1.2 MILES TO WHERE IT PASSES UNDER INTERSTATE 70.  CONTINUE NORTH
 JB0921'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 JB0921'
 JB0921'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 JB0921'
 JB0921'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILE
 JB0921'NORTHEAST OF VANDALIA.
 JB0921
 JB0921                          STATION RECOVERY (1976)
 JB0921
 JB0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0920 ***********************************************************************
 JB0920  DESIGNATION -  BOST RM 1
 JB0920  PID         -  JB0920
 JB0920  STATE/COUNTY-  IL/FAYETTE
 JB0920  USGS QUAD   -  VANDALIA (1974)
 JB0920
 JB0920                         *CURRENT SURVEY CONTROL
 JB0920  ___________________________________________________________________
 JB0920* NAD 83(1986)-  38 57 50.     (N)    089 04 50.     (W)     SCALED    
 JB0920* NAVD 88     -       143.675  (meters)     471.37   (feet)  ADJUSTED  
 JB0920  ___________________________________________________________________
 JB0920  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JB0920  DYNAMIC HT  -         143.586 (meters)     471.08  (feet)  COMP
 JB0920  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 JB0920
 JB0920  VERT ORDER  -  SECOND    CLASS 0
 JB0920
 JB0920.The horizontal coordinates were scaled from a topographic map and have
 JB0920.an estimated accuracy of +/- 6 seconds.
 JB0920
 JB0920.The orthometric height was determined by differential leveling
 JB0920.and adjusted by the National Geodetic Survey in June 1991..
 JB0920
 JB0920.The geoid height was determined by GEOID03.
 JB0920
 JB0920.The dynamic height is computed by dividing the NAVD 88
 JB0920.geopotential number by the normal gravity value computed on the
 JB0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0920.degrees latitude (g = 980.6199 gals.).
 JB0920
 JB0920.The modeled gravity was interpolated from observed gravity values.
 JB0920
 JB0920;                    North         East    Units  Estimated Accuracy
 JB0920;SPC IL E     -   255,240.      235,240.      MT  (+/- 180 meters Scaled)
 JB0920
 JB0920                          SUPERSEDED SURVEY CONTROL
 JB0920
 JB0920  NGVD 29 (??/??/92)  143.803  (m)          471.79   (f) ADJ UNCH    2 0
 JB0920
 JB0920.Superseded values are not recommended for survey control.
 JB0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0920.See file dsdata.txt to determine how the superseded data were derived.
 JB0920
 JB0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ197148(NAD 83)
 JB0920_MARKER: DR = REFERENCE MARK DISK
 JB0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0920_STAMPING: BOST NO 1 1960
 JB0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0920+STABILITY: SURFACE MOTION
 JB0920
 JB0920  HISTORY     - Date     Condition        Report By
 JB0920  HISTORY     - 1960     MONUMENTED       CGS
 JB0920  HISTORY     - 1976     GOOD             NGS
 JB0920
 JB0920                          STATION DESCRIPTION
 JB0920
 JB0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0920'1.5 MI E FROM VANDALIA.
 JB0920'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JB0920'U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA, THENCE 0.2 MILES
 JB0920'NORTH ALONG A GRAVEL ROAD, 18 FEET WEST OF THE CENTER LINE OF
 JB0920'THE ROAD, 102 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A
 JB0920'4-FOOT TRIANGULAR BLAZED OAK TREE, 68.4 FEET SOUTH-SOUTHWEST OF
 JB0920'TRIANGULATION STATION BOST, 71.8 FEET SOUTH-SOUTHWEST OF A METAL
 JB0920'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 JB0920'OF A CONCRETE POST PROJECTING 4 INCHES.
 JB0920
 JB0920                          STATION RECOVERY (1976)
 JB0920
 JB0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0919 ***********************************************************************
 JB0919  DESIGNATION -  BOST RM 2
 JB0919  PID         -  JB0919
 JB0919  STATE/COUNTY-  IL/FAYETTE
 JB0919  USGS QUAD   -  VANDALIA (1974)
 JB0919
 JB0919                         *CURRENT SURVEY CONTROL
 JB0919  ___________________________________________________________________
 JB0919* NAD 83(1986)-  38 57 50.     (N)    089 04 50.     (W)     SCALED    
 JB0919* NAVD 88     -       143.869  (meters)     472.01   (feet)  ADJUSTED  
 JB0919  ___________________________________________________________________
 JB0919  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JB0919  DYNAMIC HT  -         143.780 (meters)     471.72  (feet)  COMP
 JB0919  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 JB0919
 JB0919  VERT ORDER  -  SECOND    CLASS 0
 JB0919
 JB0919.The horizontal coordinates were scaled from a topographic map and have
 JB0919.an estimated accuracy of +/- 6 seconds.
 JB0919
 JB0919.The orthometric height was determined by differential leveling
 JB0919.and adjusted by the National Geodetic Survey in June 1991..
 JB0919
 JB0919.The geoid height was determined by GEOID03.
 JB0919
 JB0919.The dynamic height is computed by dividing the NAVD 88
 JB0919.geopotential number by the normal gravity value computed on the
 JB0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0919.degrees latitude (g = 980.6199 gals.).
 JB0919
 JB0919.The modeled gravity was interpolated from observed gravity values.
 JB0919
 JB0919;                    North         East    Units  Estimated Accuracy
 JB0919;SPC IL E     -   255,240.      235,240.      MT  (+/- 180 meters Scaled)
 JB0919
 JB0919                          SUPERSEDED SURVEY CONTROL
 JB0919
 JB0919  NGVD 29 (??/??/92)  143.998  (m)          472.43   (f) ADJ UNCH    2 0
 JB0919
 JB0919.Superseded values are not recommended for survey control.
 JB0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0919.See file dsdata.txt to determine how the superseded data were derived.
 JB0919
 JB0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ197148(NAD 83)
 JB0919_MARKER: DR = REFERENCE MARK DISK
 JB0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0919_STAMPING: BOST NO 2 1960
 JB0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0919+STABILITY: SURFACE MOTION
 JB0919
 JB0919  HISTORY     - Date     Condition        Report By
 JB0919  HISTORY     - 1960     MONUMENTED       CGS
 JB0919  HISTORY     - 1976     GOOD             NGS
 JB0919
 JB0919                          STATION DESCRIPTION
 JB0919
 JB0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0919'1.5 MI E FROM VANDALIA.
 JB0919'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0919'WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA, THENCE 0.2
 JB0919'MILE NORTH ALONG A GRAVEL ROAD, 19 FEET EAST OF THE CENTER LINE
 JB0919'OF THE ROAD, 10 FEET SOUTH-SOUTHWEST OF A 4-FOOT TRIANGULAR
 JB0919'BLAZED OAK TREE, 31.0 FEET NORTH OF TRIANGULATION STATION BOST,
 JB0919'28.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0919'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0919'PROJECTING 3 INCHES.
 JB0919
 JB0919                          STATION RECOVERY (1976)
 JB0919
 JB0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1163 ***********************************************************************
 KB1163  DESIGNATION -  BOURBON TRUNKLN GAS MICROWAVE
 KB1163  PID         -  KB1163
 KB1163  STATE/COUNTY-  IL/DOUGLAS
 KB1163  USGS QUAD   -  ARCOLA (1983)
 KB1163
 KB1163                         *CURRENT SURVEY CONTROL
 KB1163  ___________________________________________________________________
 KB1163* NAD 83(1997)-  39 42 39.23216(N)    088 22 12.38356(W)     ADJUSTED  
 KB1163* NAVD 88     -                                                        
 KB1163  ___________________________________________________________________
 KB1163  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 KB1163  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB1163
 KB1163  HORZ ORDER  -  THIRD
 KB1163
 KB1163.The horizontal coordinates were established by classical geodetic methods
 KB1163.and adjusted by the National Geodetic Survey in October 1999..
 KB1163
 KB1163
 KB1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1163
 KB1163.The geoid height was determined by GEOID03.
 KB1163
 KB1163;                    North         East     Units Scale Factor Converg.
 KB1163;SPC IL E     -   337,902.210   296,846.670   MT  0.99997512   -0 01 24.6
 KB1163;SPC IL E     - 1,108,600.83    973,904.45   sFT  0.99997512   -0 01 24.6
 KB1163;UTM  16      - 4,396,567.785   382,554.320   MT  0.99976982   -0 52 31.7
 KB1163
 KB1163                          SUPERSEDED SURVEY CONTROL
 KB1163
 KB1163  NAD 83(1997)-  39 42 39.23245(N)    088 22 12.38312(W) AD(       ) 4
 KB1163  NAD 83(1986)-  39 42 39.24452(N)    088 22 12.37842(W) AD(       ) 4
 KB1163  NAD 27      -  39 42 39.13000(N)    088 22 12.19000(W) AD(       ) 3
 KB1163
 KB1163.Superseded values are not recommended for survey control.
 KB1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1163.See file dsdata.txt to determine how the superseded data were derived.
 KB1163
 KB1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8255496568(NAD 83)
 KB1163_MARKER: 44 = MICROWAVE MAST
 KB1163
 KB1163  HISTORY     - Date     Condition        Report By
 KB1163  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1163  HISTORY     - 1980     GOOD             NGS
 KB1163
 KB1163                          STATION DESCRIPTION
 KB1163
 KB1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1163'STATION IS ABOUT 4.0 MILES WEST-NORTHWEST OF ARCOLA, 3-1/2 MILES WEST
 KB1163'OF U.S. HIGHWAY 45 AND 1.0 MILE SOUTH OF BOURBON.
 KB1163'
 KB1163'THE MICROWAVE MAST IS APPROXIMATELY 300 FEET HIGH, PAINTED RED AND
 KB1163'WHITE AND HAS ROUND ANTENNA ON TOP.
 KB1163'
 KB1163'POINT INTERSECTED WAS LIGHT ON TOP.
 KB1163'
 KB1163'TO REACH FROM THE JUNCTION U.S. HIGHWAY 45 AND STATE ROUTE 133 IN
 KB1163'ARCOLA, GO NORTH ON U.S. HIGHWAY 45 FOR 2 MILES TO CROSSROAD,
 KB1163'TURN LEFT AND GO WEST ON SURFACED ROAD FOR 3.6 MILES TO GATE ON
 KB1163'RIGHT, TURN RIGHT AND GO NORTH AROUND EAST SIDE OF BUILDING FOR
 KB1163'0.05 MILE TO STATION.
 KB1163
 KB1163                          STATION RECOVERY (1980)
 KB1163
 KB1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1163'THE STATION
 KB1163'WAS RECOVERED AS DESCRIBED IN 1959.
 KB1163'
 KB1163'THE STATION, BOURBON TRUNKLINE GAS COMPANY MICROWAVE RELAY MAST
 KB1163'KSB 851, IS THE RED LIGHT ATOP A 309 FEET, RED AND WHITE, GUYED
 KB1163'MAST, OWNED BY TRUNKLINE GAS COMPANY.
 KB1163'
 KB1163'THE STATION IS LOCATED ABOUT 4 KM SOUTH OF BOURBON, 1.9 KM EAST
 KB1163'OF CHESTERVILLE, IN THE S1/4,S25,T15N,R8E.
 KB1163'
 KB1163'TO REACH THE STATION FROM THE BRIDGE OVER KASKASKIA RIVER AT THE
 KB1163'SOUTHEAST EDGE OF CHESTERVILLE, GO EAST ON STATE HIGHWAY 133 FOR
 KB1163'0.8 KM (0.5 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 KB1163'PAVED ROAD FOR 0.8 KM (0.5 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 KB1163'EAST ON A PAVED ROAD FOR 1.0 KM (0.6 MI) TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0822 ***********************************************************************
 LD0822  DESIGNATION -  BOWEN
 LD0822  PID         -  LD0822
 LD0822  STATE/COUNTY-  IL/HANCOCK
 LD0822  USGS QUAD   -  BOWEN (1981)
 LD0822
 LD0822                         *CURRENT SURVEY CONTROL
 LD0822  ___________________________________________________________________
 LD0822* NAD 83(1997)-  40 13 52.39323(N)    091 02 43.77437(W)     ADJUSTED  
 LD0822* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 LD0822  ___________________________________________________________________
 LD0822  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LD0822  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0822
 LD0822  HORZ ORDER  -  FIRST
 LD0822
 LD0822.The horizontal coordinates were established by classical geodetic methods
 LD0822.and adjusted by the National Geodetic Survey in October 1999..
 LD0822
 LD0822.The orthometric height was scaled from a topographic map.
 LD0822
 LD0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0822
 LD0822.The geoid height was determined by GEOID03.
 LD0822
 LD0822;                    North         East     Units Scale Factor Converg.
 LD0822;SPC IL W     -   396,030.737   625,211.284   MT  1.00001001   -0 34 03.5
 LD0822;SPC IL W     - 1,299,310.84  2,051,214.02   sFT  1.00001001   -0 34 03.5
 LD0822;UTM  15      - 4,455,253.064   666,277.469   MT  0.99994036   +1 15 45.6
 LD0822
 LD0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0822!SPC IL W     -   0.99997208  x   1.00001001  =   0.99998209
 LD0822!UTM  15      -   0.99997208  x   0.99994036  =   0.99991244
 LD0822
 LD0822|---------------------------------------------------------------------|
 LD0822| PID    Reference Object                     Distance      Geod. Az  |
 LD0822|                                                           dddmmss.s |
 LD0822| CL8941 BOWEN 2 RM 4                         24.801 METERS 07337     |
 LD0822| CL8938 BOWEN RM 1                           43.654 METERS 08306     |
 LD0822| CL8939 BOWEN RM 2                           55.687 METERS 18602     |
 LD0822| CL8937 BOWEN AZ MK                                        2704847.0 |
 LD0822| LD0823 PTS 1 T                               8.775 METERS 33144     |
 LD0822| LD0820 CARTHAGE COURTHOUSE DOME            APPROX.21.6 KM 3391722.8 |
 LD0822| CL8940 BOWEN 2 RM 3                         30.388 METERS 35406     |
 LD0822|---------------------------------------------------------------------|
 LD0822
 LD0822                          SUPERSEDED SURVEY CONTROL
 LD0822
 LD0822  NAD 83(1997)-  40 13 52.39323(N)    091 02 43.77437(W) AD(       ) 1
 LD0822  NAD 83(1986)-  40 13 52.40496(N)    091 02 43.77243(W) AD(       ) 1
 LD0822  NAD 27      -  40 13 52.24100(N)    091 02 43.28200(W) AD(       ) 1
 LD0822
 LD0822.Superseded values are not recommended for survey control.
 LD0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0822.See file dsdata.txt to determine how the superseded data were derived.
 LD0822
 LD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE6627755253(NAD 83)
 LD0822_MARKER: DS = TRIANGULATION STATION DISK
 LD0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0822
 LD0822  HISTORY     - Date     Condition        Report By
 LD0822  HISTORY     - 1934     MONUMENTED       CGS
 LD0822  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LD0822
 LD0822                          STATION DESCRIPTION
 LD0822
 LD0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0822'STATION IS 1.0 MILE E OF THE TOWN OF BOWEN, ABOUT 5.0 MILES
 LD0822'W OF AUGUSTA, 2 MILES W OF LIBERTY SCHOOLHOUSE, NEAR THE SE
 LD0822'CORNER OF CROSSROADS, IN THE NW CORNER OF ORCHARD OWNED BY
 LD0822'G.S. POWELL, WHO LIVES ABOUT 150 PACES E OF THE STATION.  THE
 LD0822'STATION MARK IS 60 FEET S OF STATE HIGHWAY 101, 20 FEET S OF
 LD0822'FENCE LINE, 25 FEET SE OF FENCE CORNER, 50 FEET E OF GRAVEL
 LD0822'ROAD, AND IS FLUSH WITH THE GROUND.
 LD0822'
 LD0822'TO REACH FROM THE TOWN OF BOWEN, GO E ON STATE HIGHWAY 101
 LD0822'FOR 0.9 MILE TO CROSS ROAD AND STATION ON THE S SIDE OF STATE
 LD0822'HIGHWAY 101.
 LD0822'
 LD0822'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0822'BRONZE DISKS SET IN CONCRETE.
 LD0822'
 LD0822'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT S OF FENCE
 LD0822'LINE, 45 FEET S OF CENTER LINE OF STATE HIGHWAY 101, AND
 LD0822'PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS S OF THE STATION,
 LD0822'1-1/2 FEET NE OF THE SW CORNER OF ORCHARD, 30 FEET E OF THE
 LD0822'CENTER LINE OF GRAVEL ROAD, AND PROJECTS 5 INCHES.  THE DISTANCE
 LD0822'BETWEEN REFERENCE MARKS IS 256.14 FEET.
 LD0822'
 LD0822'AZIMUTH MARK IS W OF THE STATION, 50 FEET S OF CENTER LINE OF
 LD0822'STATE HIGHWAY 101, 15 FEET S OF FENCE CORNER, 1 FOOT W OF FENCE
 LD0822'LINE, 110 FEET NE OF WHITE FARMHOUSE, AND PROJECTS 6 INCHES.
 LD0822'
 LD0822'PRIMARY TRAVERSE STATION NO. 1-T (1924) (U.S.G.S.) IS NNW OF
 LD0822'THE STATION, 6 FEET NNE OF FENCE CORNER, 24 FEET E OF CULVERT,
 LD0822'156.07 FEET NW OF REFERENCE MARK NO. 1 AND PROJECTS 4 INCHES.
 LD0822'TRAVERSE CONNECTIONS WERE MADE TO THIS STATION.
 LD0822
 LD0822                          STATION RECOVERY (1954)
 LD0822
 LD0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 LD0822'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LD0822'AS DESCRIBED EXCEPT FOR LOCAL REFERENCES.  THERE IS NO LONGER
 LD0822'AN ORCHARD, THE FENCES HAVE BEEN REMOVED, AND THE FARM BUILDINGS
 LD0822'(E OF THE STATION) HAVE BEEN REMOVED EXCEPT FOR A GRANARY.
 LD0822'THE SURFACE STATION MARK AND THE REFERENCE MARKS WERE MOVED
 LD0822'AT THE REQUEST OF MR. J.J. DUTTON, WHO OWNS THE LAND.  THE
 LD0822'UNDERGROUND MARK FOR THIS STATION REMAINS IN PLACE, AND THE
 LD0822'ANGLES AND DISTANCES WERE MEASURED TO THE NEW REFERENCE MARKS.
 LD0822'A NEW STATION, BOWEN 2, WAS ESTABLISHED ON LINE TO THE
 LD0822'AZIMUTH MARK.  FOR DETAILS, SEE THE DESCRIPTION OF STATION
 LD0822'BOWEN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0821 ***********************************************************************
 LD0821  CBN         -  This is a Cooperative Base Network Control Station.
 LD0821  DESIGNATION -  BOWEN 2
 LD0821  PID         -  LD0821
 LD0821  STATE/COUNTY-  IL/HANCOCK
 LD0821  USGS QUAD   -  BOWEN (1981)
 LD0821
 LD0821                         *CURRENT SURVEY CONTROL
 LD0821  ___________________________________________________________________
 LD0821* NAD 83(1997)-  40 13 52.39627(N)    091 02 44.03120(W)     ADJUSTED  
 LD0821* NAVD 88     -       210.7    (meters)     691.     (feet)  GPS OBS   
 LD0821  ___________________________________________________________________
 LD0821  X           -     -88,980.420 (meters)                     COMP
 LD0821  Y           -  -4,875,488.744 (meters)                     COMP
 LD0821  Z           -   4,097,734.472 (meters)                     COMP
 LD0821  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LD0821  ELLIP HEIGHT-         177.70  (meters)          (10/15/04) GPS OBS
 LD0821  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0821
 LD0821  HORZ ORDER  -  B
 LD0821  ELLP ORDER  -  FOURTH    CLASS II
 LD0821
 LD0821.The horizontal coordinates were established by GPS observations
 LD0821.and adjusted by the National Geodetic Survey in July 1998..
 LD0821
 LD0821.The orthometric height was determined by GPS observations and a
 LD0821.high-resolution geoid model.
 LD0821
 LD0821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0821
 LD0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0821
 LD0821.The ellipsoidal height was determined by GPS observations
 LD0821.and is referenced to NAD 83.
 LD0821
 LD0821.The geoid height was determined by GEOID03.
 LD0821
 LD0821;                    North         East     Units Scale Factor Converg.
 LD0821;SPC IL W     -   396,030.891   625,205.213   MT  1.00001002   -0 34 03.7
 LD0821;SPC IL W     - 1,299,311.35  2,051,194.10   sFT  1.00001002   -0 34 03.7
 LD0821;UTM  15      - 4,455,253.024   666,271.397   MT  0.99994033   +1 15 45.4
 LD0821
 LD0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0821!SPC IL W     -   0.99997212  x   1.00001002  =   0.99998214
 LD0821!UTM  15      -   0.99997212  x   0.99994033  =   0.99991246
 LD0821
 LD0821|---------------------------------------------------------------------|
 LD0821| PID    Reference Object                     Distance      Geod. Az  |
 LD0821|                                                           dddmmss.s |
 LD0821| CL8940 BOWEN 2 RM 3                         30.279 METERS 00539     |
 LD0821| LD0823 PTS 1 T                               7.872 METERS 01405     |
 LD0821| CL8941 BOWEN 2 RM 4                         30.608 METERS 07702     |
 LD0821| LD0822 BOWEN                                 6.072 METERS 09053     |
 LD0821| CL8937 BOWEN AZ MK                                        2705219.7 |
 LD0821|---------------------------------------------------------------------|
 LD0821
 LD0821                          SUPERSEDED SURVEY CONTROL
 LD0821
 LD0821  ELLIP H (07/17/98)  177.73   (m)                       GP(       ) 4 1
 LD0821  NAD 83(1986)-  40 13 52.40798(N)    091 02 44.02925(W) AD(       ) 2
 LD0821  NAD 27      -  40 13 52.24400(N)    091 02 43.53900(W) AD(       ) 2
 LD0821
 LD0821.Superseded values are not recommended for survey control.
 LD0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0821.See file dsdata.txt to determine how the superseded data were derived.
 LD0821
 LD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE6627155253(NAD 83)
 LD0821_MARKER: DS = TRIANGULATION STATION DISK
 LD0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0821_STAMPING: BOWEN 2 1954
 LD0821_MARK LOGO: CGS   
 LD0821_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0821+STABILITY: SURFACE MOTION
 LD0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0821+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 LD0821
 LD0821  HISTORY     - Date     Condition        Report By
 LD0821  HISTORY     - 1954     MONUMENTED       CGS
 LD0821  HISTORY     - 1957     GOOD             CGS
 LD0821  HISTORY     - 1973     GOOD             USGS
 LD0821  HISTORY     - 1975     GOOD             NGS
 LD0821  HISTORY     - 19970429 GOOD             NGS
 LD0821  HISTORY     - 19980722 GOOD             ILDT
 LD0821  HISTORY     - 20020911 GOOD             ILDT
 LD0821
 LD0821                          STATION DESCRIPTION
 LD0821
 LD0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 LD0821'STATION IS LOCATED ABOUT 5 MI. W OF AUGUSTA, 1 MI. E OF BOWEN,
 LD0821'ON THE RIGHT-OF-WAY OF A GRAVEL ROAD ADJOINING LAND OWNED BY
 LD0821'MR. J.J. DUTTON, 60 FT. S OF THE CENTERLINE OF STATE HIGHWAY
 LD0821'61, 30 FT. E OF THE CENTER OF THE GRAVEL ROAD, AND 27 FT.
 LD0821'S-SW OF A POWER POLE.  THE MARK PROJECTS 4 IN., AND THE DISK IS
 LD0821'STAMPED BOWEN 2 1954.
 LD0821'
 LD0821'REFERENCE MARK 3 IS 39 FT. N OF THE CENTERLINE OF STATE HIGHWAY
 LD0821'61, 3 FT. E-SE OF A FENCE CORNER, 2 FT. W OF A TELEPHONE POLE,
 LD0821'AND 1 FT. S OF A FENCE.  THE MARK PROJECTS 4 IN., AND THE DISK IS
 LD0821'STAMPED BOWEN 2 NO 3 1954.
 LD0821'
 LD0821'REFERENCE MARK 4 IS 83 FT. E OF A POWER POLE, AND 36 FT. S OF
 LD0821'THE CENTERLINE OF STATE HIGHWAY 61.  THE MARK PROJECTS 8 IN.,
 LD0821'AND THE DISK IS STAMPED BOWEN 2 NO 4 1954.
 LD0821'
 LD0821'AZIMUTH MARK IS 110 FT. NE OF A WHITE FARMHOUSE OWNED BY
 LD0821'MR. L.L. AKERS, 50 FT. S OF THE CENTERLINE OF STATE HIGHWAY 61,
 LD0821'18 FT. S OF A FENCE CORNER, 4 FT. S OF THE S GATEPOST, AND 1 FT.
 LD0821'W OF A FENCE.  THE MARK PROJECTS 2 IN., AND THE DISK IS STAMPED
 LD0821'BOWEN 1934.
 LD0821'
 LD0821'PRIMARY TRAVERSE STATION 1 T (U.S.G.S.) IS IN THE SE ANGLE OF THE
 LD0821'CROSSROADS, 36 FT. E OF THE CENTER OF THE GRAVEL ROAD, 35 FT.
 LD0821'S OF THE CENTERLINE OF STATE HIGHWAY 61 (PAVED), AND 8 FT. W OF
 LD0821'A POWER POLE.  THE DISK IS STAMPED PRIM TRAV STA NO 1 T 1924,
 LD0821'AND THE 6- BY 6-IN. CONCRETE POST PROJECTS 6 IN.
 LD0821'
 LD0821'TO REACH THE STATION FROM THE POST OFFICE AT BOWEN, GO E ON
 LD0821'STATE HIGHWAY 61 FOR 0.6 MI. TO A FARM DRIVEWAY ON THE RIGHT AND
 LD0821'THE AZIMUTH MARK.  CONTINUE E ON STATE HIGHWAY 61 FOR 0.35
 LD0821'MI. TO CROSSROADS AND THE STATION AS DESCRIBED.
 LD0821'
 LD0821'NOTE(*)--TRAVERSE DISTANCES.
 LD0821'
 LD0821'HEIGHT OF LIGHT ABOVE STATION MARK - 1 M.
 LD0821
 LD0821                          STATION RECOVERY (1957)
 LD0821
 LD0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 LD0821'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 LD0821'CONDITION.  DESCRIPTION ADEQUATE AND CORRECT.
 LD0821
 LD0821                          STATION RECOVERY (1973)
 LD0821
 LD0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0821'STATION, R.M. 3, AND AZ MK. FOUND IN GOOD CONDITION.  R.M.
 LD0821'4 S.F.N.F.
 LD0821'
 LD0821'DIRECTIONS AND DISTANCES CHECKED OK
 LD0821'
 LD0821'DESCRIPTION IS ADEQUATE
 LD0821
 LD0821                          STATION RECOVERY (1975)
 LD0821
 LD0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LD0821'STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE FOUND
 LD0821'IN GOOD CONDITION.  THE DISTANCE CHECKED RM 3, THE DIRECTION WAS
 LD0821'1 MINUTE LESS.  THE DISTANCE TO RM 4 WAS SHORTER BY 0.1 FOOT AND
 LD0821'THE DIRECTION WAS LESS BY 1 MINUTE.
 LD0821'
 LD0821'THE STATION IS 60 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 61,
 LD0821'28 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 27 FEET SOUTHWEST
 LD0821'OF A POWERLINE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 LD0821'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED BOWEN 2 1954.
 LD0821'
 LD0821'TO REACH THE STATION FROM THE POST OFFICE IN BOWEN, GO EAST ON STATE
 LD0821'HIGHWAY 61 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LD0821'EAST ON THE HIGHWAY FOR 0.35 MILE TO A CROSSROAD AND THE STATION IN
 LD0821'THE SOUTHEAST ANGLE AS DESCRIBED.
 LD0821'
 LD0821'REFERENCE MARK 3 IS 39 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 LD0821'61, 28 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET
 LD0821'SOUTHEAST OF A CORNER FENCE POST AND 2 FEET SOUTH OF A FENCELINE.
 LD0821'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BOWEN 2 NO
 LD0821'3 1954.
 LD0821'
 LD0821'REFERENCE MARK 4 IS 83 FEET EAST OF A POWERLINE POLE, 36 FEET SOUTH
 LD0821'OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A METAL WITNESS
 LD0821'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BOWEN
 LD0821'2 NO 4 1954.
 LD0821'
 LD0821'AZIMUTH MARK IS 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LD0821'HOUSE, 58 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH
 LD0821'OF A CORNER FENCE POST AND 17 FEET EAST OF THE CENTERLINE OF A
 LD0821'DRIVEWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LD0821'BOWEN 1934.
 LD0821'
 LD0821'NOTE--A SEARCH FOR PRIMARY TRAVERSE STATION 1 T (U.S.G.S.) WAS
 LD0821'MADE.  PART OF THE MONUMENT WAS FOUND BROKEN OFF.  THE DISK WAS NOT
 LD0821'FOUND.  THIS MARKER SHOULD BE CONSIDERED DESTROYED.
 LD0821'
 LD0821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST OF
 LD0821'BOWEN.
 LD0821
 LD0821                          STATION RECOVERY (1997)
 LD0821
 LD0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LD0821'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF BOWEN.  TO REACH
 LD0821'FROM THE POST OFFICE IN BOWEN, GO EAST ON STATE ROUTE 61 FOR 0.95 MI
 LD0821'(1.53 KM) TO THE INTERSECTION WITH COUNTY ROAD 2400E AND THE STATION
 LD0821'ON THE RIGHT IN THE SOUTHEAST QUADRANT, 18.0 M (59.1 FT) SOUTH OF THE
 LD0821'CENTER OF ROUTE 61, 8.6 M (28.2 FT) EAST OF THE CENTER OF ROAD 2400E,
 LD0821'8.5 M (27.9 FT) SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES, 9.2 M
 LD0821'(30.2 FT) SOUTHEAST OF THE EAST END OF A METAL CULVERT PIPE UNDER ROAD
 LD0821'2400E ON THE SOUTH SIDE OF ROUTE 61, 2.3 M (7.5 FT) NORTH OF ANCHOR
 LD0821'PIN AT GROUND FOR THE SOUTHERNMOST GUY WIRE, AND 0.4 M (1.3 FT) WEST
 LD0821'OF A METAL WITNESS POST.
 LD0821
 LD0821                          STATION RECOVERY (1998)
 LD0821
 LD0821'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (GW)
 LD0821'RECOVERED AS DESCRIBED
 LD0821
 LD0821                          STATION RECOVERY (2002)
 LD0821
 LD0821'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (TA)
 LD0821'RECOVERED AS DESCRIBED
 LD0821'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1622 ***********************************************************************
 MF1622  DESIGNATION -  BOWIE
 MF1622  PID         -  MF1622
 MF1622  STATE/COUNTY-  IL/LA SALLE
 MF1622  USGS QUAD   -  LA SALLE (1993)
 MF1622
 MF1622                         *CURRENT SURVEY CONTROL
 MF1622  ___________________________________________________________________
 MF1622* NAD 83(1997)-  41 20 41.43684(N)    089 05 46.43092(W)     ADJUSTED  
 MF1622* NAVD 88     -       189.63   (+/-2cm)     622.1    (feet)  VERTCON   
 MF1622  ___________________________________________________________________
 MF1622  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 MF1622  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1622
 MF1622  HORZ ORDER  -  SECOND
 MF1622  VERT ORDER  -  THIRD ? (See Below)
 MF1622
 MF1622.The horizontal coordinates were established by classical geodetic methods
 MF1622.and adjusted by the National Geodetic Survey in October 1999..
 MF1622
 MF1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1622.The vertical order pertains to the NGVD 29 superseded value.
 MF1622
 MF1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1622
 MF1622.The geoid height was determined by GEOID03.
 MF1622
 MF1622;                    North         East     Units Scale Factor Converg.
 MF1622;SPC IL E     -   519,619.028   236,150.534   MT  1.00002515   -0 30 14.3
 MF1622;SPC IL E     - 1,704,783.43    774,770.54   sFT  1.00002515   -0 30 14.3
 MF1622;SPC IL W     -   519,873.497   789,585.693   MT  1.00003991   +0 42 25.8
 MF1622;SPC IL W     - 1,705,618.30  2,590,499.06   sFT  1.00003991   +0 42 25.8
 MF1622;UTM  16      - 4,579,158.944   324,620.771   MT  0.99997854   -1 23 06.4
 MF1622
 MF1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1622!SPC IL E     -   0.99997543  x   1.00002515  =   1.00000058
 MF1622!SPC IL W     -   0.99997543  x   1.00003991  =   1.00001534
 MF1622!UTM  16      -   0.99997543  x   0.99997854  =   0.99995397
 MF1622
 MF1622|---------------------------------------------------------------------|
 MF1622| PID    Reference Object                     Distance      Geod. Az  |
 MF1622|                                                           dddmmss.s |
 MF1622| MF0700 BOWIE RM                             11.520 METERS 27342     |
 MF1622| MF1216 VINSON                              APPROX. 0.7 KM 3584219.4 |
 MF1622|---------------------------------------------------------------------|
 MF1622
 MF1622                          SUPERSEDED SURVEY CONTROL
 MF1622
 MF1622  NAD 83(1986)-  41 20 41.44411(N)    089 05 46.43490(W) AD(       ) 2
 MF1622  NAD 27      -  41 20 41.32400(N)    089 05 46.14100(W) AD(       ) 2
 MF1622  NGVD 29 (07/19/86)  189.69   (m)          622.3    (f) LEVELING    3  
 MF1622
 MF1622.Superseded values are not recommended for survey control.
 MF1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1622.See file dsdata.txt to determine how the superseded data were derived.
 MF1622
 MF1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2462179159(NAD 83)
 MF1622_MARKER: DS = TRIANGULATION STATION DISK
 MF1622_SETTING: 0 = UNSPECIFIED SETTING
 MF1622
 MF1622  HISTORY     - Date     Condition        Report By
 MF1622  HISTORY     - 1920     MONUMENTED       CGS
 MF1622  HISTORY     - 1937     GOOD             LOCENG
 MF1622  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF1622  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF1622
 MF1622                          STATION DESCRIPTION
 MF1622
 MF1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1622'STATION IS IN THE NORTHERN PART OF LA SALLE, ON THE E SIDE OF
 MF1622'ST. VINCENTS AVENUE, 10 YARDS S OF THE INTERSECTION OF SIXTEENTH
 MF1622'STREET AND ST. VINCENTS AVENUE, 0.69 METER (2.26 FEET) W OF THE E
 MF1622'AND NEAREST CURB, AND 4.07 METERS (13.35 FEET) E OF THE E AND
 MF1622'NEAREST RAIL OF THE STREET-CAR TRACK.  THE STATION MARK IS A
 MF1622'STANDARD BRONZE DISK SET IN THE EDGE OF THE BRICK PAVEMENT.
 MF1622'THE REFERENCE MARK, A STANDARD BRONZE DISK, IS ON THE OPPOSITE
 MF1622'SIDE OF THE STREET, SET IN THE CONCRETE SIDEWALK, 11.52 METERS
 MF1622'(37.80 FEET) FROM THE STATION, N 86 DEG 28 MIN W.  THE
 MF1622'ELEVATION OF THE STATION MARK IS 189.688 METERS (622.335
 MF1622'FEET).
 MF1622'
 MF1622'NOTE--LETTER OF MR. LARRY J. MC GONIGAL, CITY ENGINEER, LA SALLE,
 MF1622'ILL., MARCH 17, 1937--STATION MARK REMOVED AND SENT TO OFFICE OF
 MF1622'U.S.C. AND G.S.  MARK RECEIVED MARCH, 1937.
 MF1622
 MF1622                          STATION RECOVERY (1937)
 MF1622
 MF1622'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937 (LJM)
 MF1622'LETTER OF MR LARRY J. MC GONIGAL, CITY ENGR., LA SALLE, ILL.,
 MF1622'MARCH 17, 1937.
 MF1622'
 MF1622'STATION MARK REMOVED AND SENT TO OFFICE OF U.S.C. AND G.S. MARK
 MF1622'RECEIVED MARCH, 1937.
 MF1622
 MF1622                          STATION RECOVERY (1997)
 MF1622
 MF1622'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1622'MARK NOT FOUND.
 MF1622
 MF1622                          STATION RECOVERY (2002)
 MF1622
 MF1622'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0700 ***********************************************************************
 MF0700  DESIGNATION -  BOWIE RM
 MF0700  PID         -  MF0700
 MF0700  STATE/COUNTY-  IL/LA SALLE
 MF0700  USGS QUAD   -  LA SALLE (1993)
 MF0700
 MF0700                         *CURRENT SURVEY CONTROL
 MF0700  ___________________________________________________________________
 MF0700* NAD 83(1986)-  41 20 41.     (N)    089 05 46.     (W)     SCALED    
 MF0700* NAVD 88     -       189.581  (meters)     621.98   (feet)  ADJUSTED  
 MF0700  ___________________________________________________________________
 MF0700  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0700  DYNAMIC HT  -         189.505 (meters)     621.73  (feet)  COMP
 MF0700  MODELED GRAV-     980,219.3   (mgal)                       NAVD 88
 MF0700
 MF0700  VERT ORDER  -  FIRST     CLASS I
 MF0700
 MF0700.The horizontal coordinates were scaled from a topographic map and have
 MF0700.an estimated accuracy of +/- 6 seconds.
 MF0700
 MF0700.The orthometric height was determined by differential leveling
 MF0700.and adjusted by the National Geodetic Survey in June 1991..
 MF0700
 MF0700.The geoid height was determined by GEOID03.
 MF0700
 MF0700.The dynamic height is computed by dividing the NAVD 88
 MF0700.geopotential number by the normal gravity value computed on the
 MF0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0700.degrees latitude (g = 980.6199 gals.).
 MF0700
 MF0700.The modeled gravity was interpolated from observed gravity values.
 MF0700
 MF0700;                    North         East    Units  Estimated Accuracy
 MF0700;SPC IL E     -   519,610.      236,160.      MT  (+/- 180 meters Scaled)
 MF0700
 MF0700                          SUPERSEDED SURVEY CONTROL
 MF0700
 MF0700  NGVD 29 (??/??/92)  189.638  (m)          622.17   (f) ADJ UNCH    1 1
 MF0700
 MF0700.Superseded values are not recommended for survey control.
 MF0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0700.See file dsdata.txt to determine how the superseded data were derived.
 MF0700
 MF0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL246791(NAD 83)
 MF0700_MARKER: DR = REFERENCE MARK DISK
 MF0700_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0700_SP_SET: SIDEWALK
 MF0700_STAMPING: BOWIE 1920
 MF0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0700+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 MF0700
 MF0700  HISTORY     - Date     Condition        Report By
 MF0700  HISTORY     - 1920     MONUMENTED       CGS
 MF0700  HISTORY     - 1969     GOOD             NGS
 MF0700  HISTORY     - 19970716 GOOD             USPSQD
 MF0700  HISTORY     - 20020803 GOOD             USPSQD
 MF0700
 MF0700                          STATION DESCRIPTION
 MF0700
 MF0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0700'1.2 MI N FROM LA SALLE.
 MF0700'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0700'LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0700'STATE HIGHWAY 351, THENCE 0.5 MILE NORTH ALONG ST. VINCENTS AVENUE
 MF0700'WHICH IS STATE HIGHWAY 351, 22 FEET WEST OF THE CENTER LINE OF THE
 MF0700'AVENUE, 41 1/2 FEET SOUTH OF THE CENTER LINE OF ROOSEVELT ROAD,
 MF0700'SET IN THE TOP AND 6 INCHES WEST OF THE EAST EDGE OF A CONCRETE
 MF0700'SIDEWALK, 26.8 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 MF0700'THE CONCRETE STEP AT THE ENTRANCE TO A GROCERY STORE, 55 1/2
 MF0700'FEET WEST OF A FIRE HYDRANT, AND ABOUT LEVEL WITH THE AVENUE.
 MF0700'SEC 10, T33N, R 1E.  NOTE-- THE SIDEWALK HAS BEEN REBUILT AND
 MF0700'NEW CONCRETE HAS BEEN POURED AROUND THE MARK.
 MF0700
 MF0700                          STATION RECOVERY (1997)
 MF0700
 MF0700'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0700'RECOVERED IN GOOD CONDITION.
 MF0700
 MF0700                          STATION RECOVERY (2002)
 MF0700
 MF0700'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0940 ***********************************************************************
 JB0940  DESIGNATION -  BOWLES
 JB0940  PID         -  JB0940
 JB0940  STATE/COUNTY-  IL/FAYETTE
 JB0940  USGS QUAD   -  HAGARSTOWN (1974)
 JB0940
 JB0940                         *CURRENT SURVEY CONTROL
 JB0940  ___________________________________________________________________
 JB0940* NAD 83(1997)-  38 56 45.25639(N)    089 11 54.37993(W)     ADJUSTED  
 JB0940* NAVD 88     -       159.806  (meters)     524.30   (feet)  ADJUSTED  
 JB0940  ___________________________________________________________________
 JB0940  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JB0940  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JB0940  DYNAMIC HT  -         159.707 (meters)     523.97  (feet)  COMP
 JB0940  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JB0940
 JB0940  HORZ ORDER  -  SECOND
 JB0940  VERT ORDER  -  SECOND    CLASS 0
 JB0940
 JB0940.The horizontal coordinates were established by classical geodetic methods
 JB0940.and adjusted by the National Geodetic Survey in October 1999..
 JB0940
 JB0940.The orthometric height was determined by differential leveling
 JB0940.and adjusted by the National Geodetic Survey in June 1991..
 JB0940
 JB0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0940
 JB0940.The geoid height was determined by GEOID03.
 JB0940
 JB0940.The dynamic height is computed by dividing the NAVD 88
 JB0940.geopotential number by the normal gravity value computed on the
 JB0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0940.degrees latitude (g = 980.6199 gals.).
 JB0940
 JB0940.The modeled gravity was interpolated from observed gravity values.
 JB0940
 JB0940;                    North         East     Units Scale Factor Converg.
 JB0940;SPC IL E     -   253,328.700   225,003.258   MT  1.00004423   -0 32 37.7
 JB0940;SPC IL E     -   831,129.24    738,198.19   sFT  1.00004423   -0 32 37.7
 JB0940;SPC IL W     -   253,410.042   783,933.831   MT  1.00002789   +0 36 31.1
 JB0940;SPC IL W     -   831,396.11  2,571,956.24   sFT  1.00002789   +0 36 31.1
 JB0940;UTM  16      - 4,313,071.789   309,478.541   MT  1.00004698   -1 22 56.4
 JB0940
 JB0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0940!SPC IL E     -   0.99997988  x   1.00004423  =   1.00002411
 JB0940!SPC IL W     -   0.99997988  x   1.00002789  =   1.00000777
 JB0940!UTM  16      -   0.99997988  x   1.00004698  =   1.00002686
 JB0940
 JB0940:                Primary Azimuth Mark                     Grid Az
 JB0940:SPC IL E     -  VANDALIA TX ILL GAS MICROWAVE            090 56 32.5
 JB0940:SPC IL W     -  VANDALIA TX ILL GAS MICROWAVE            089 47 23.7
 JB0940:UTM  16      -  VANDALIA TX ILL GAS MICROWAVE            091 46 51.2
 JB0940
 JB0940|---------------------------------------------------------------------|
 JB0940| PID    Reference Object                     Distance      Geod. Az  |
 JB0940|                                                           dddmmss.s |
 JB0940| JB1805 VANDALIA TX ILL GAS MICROWAVE       APPROX. 8.2 KM 0902354.8 |
 JB0940| CI3054 BOWLES AZ MK                                       1620150.9 |
 JB0940| JB0939 BOWLES RM 2                           9.124 METERS 18106     |
 JB0940| JB0941 BOWLES RM 1                          10.131 METERS 35948     |
 JB0940|---------------------------------------------------------------------|
 JB0940
 JB0940                          SUPERSEDED SURVEY CONTROL
 JB0940
 JB0940  NAD 83(1986)-  38 56 45.27513(N)    089 11 54.37098(W) AD(       ) 2
 JB0940  NAD 27      -  38 56 45.11110(N)    089 11 54.12370(W) AD(       ) 2
 JB0940  NGVD 29 (??/??/92)  159.933  (m)          524.71   (f) ADJ UNCH    2 0
 JB0940
 JB0940.Superseded values are not recommended for survey control.
 JB0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0940.See file dsdata.txt to determine how the superseded data were derived.
 JB0940
 JB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0947913072(NAD 83)
 JB0940_MARKER: DS = TRIANGULATION STATION DISK
 JB0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0940_STAMPING: BOWLES 1960
 JB0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0940+STABILITY: SURFACE MOTION
 JB0940
 JB0940  HISTORY     - Date     Condition        Report By
 JB0940  HISTORY     - 1960     MONUMENTED       CGS
 JB0940  HISTORY     - 1960     GOOD             CGS
 JB0940
 JB0940                          STATION DESCRIPTION
 JB0940
 JB0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RWE)
 JB0940'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF HAGARSTOWN, ABOUT 0.1
 JB0940'MILE SOUTH OF U S
 JB0940'HIGHWAY 40 ON A NARROW TRACK ROAD THAT RUNS NORTH AND
 JB0940'SOUTH BETWEEN TWO FIELDS.
 JB0940'
 JB0940'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 40 AND U S
 JB0940'HIGHWAY 51 AT THE
 JB0940'NORTH EDGE OF VANDALIA, GO SOUTHWEST ON U S HIGHWAY 40 FOR
 JB0940'5.75 MILES TO A CROSSROAD,
 JB0940'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A
 JB0940'DIM TRACK ROAD ON THE LEFT AND A LONE ELM
 JB0940'TREE ON THE RIGHT, TURN
 JB0940'LEFT ON THE DIM TRACK ROAD FOR 0.1 MILE TO THE STATION ON
 JB0940'THE RIGHT AS DESCRIBED BELOW.
 JB0940'
 JB0940'STATION MARK, A STANDARD DISK STAMPED BOWLES 1960, IS SET IN A 10
 JB0940'INCH SQUARE
 JB0940'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 JB0940'THE MARK IS 10 FEET WEST
 JB0940'OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 JB0940'AND 2.5 FEET EAST OF A WITNESS POST.
 JB0940'
 JB0940'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BOWLES NO 1 1960, IS
 JB0940'SET IN A 10 INCH
 JB0940'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JB0940'OF THE GROUND.  THE MARK IS 33.2
 JB0940'FEET NORTH OF A WITNESS POST AND 10
 JB0940'FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD.
 JB0940'
 JB0940'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BOWLES NO 2 1960, IS
 JB0940'SET IN A 10 INCH
 JB0940'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 JB0940'MARK IS 10 FEET WEST OF THE
 JB0940'APPROXIMATE CENTER OF THE TRACK ROAD AND
 JB0940'30 FEET SOUTH OF A WITNESS POST.
 JB0940'
 JB0940'AZIMUTH MARK, A STANDARD DISK STAMPED BOWLES 1960, IS SET IN A 10
 JB0940'INCH SQUARE
 JB0940'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 JB0940'THE MARK IS 16 FEET NORTH
 JB0940'OF THE APPROXIMATE CENTER OF THE GRAVEL
 JB0940'ROAD, 2.1 FEET NORTHEAST OF A WITNESS POST
 JB0940'AND 1.8 FEET EAST OF A POWER POLE.
 JB0940'
 JB0940'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE TRACK
 JB0940'ROAD FOR 0.2 MILE
 JB0940'TO A CROSSROAD, TURN LEFT AND GO EAST ON THE GRAVEL ROAD
 JB0940'FOR 0.05 MILE TO THE AZIMUTH
 JB0940'MARK ON THE LEFT AS DESCRIBED.
 JB0940'
 JB0940'HEIGHT OF LIGHT ABOVE STATION MARK 4.14 METERS.
 JB0940
 JB0940                          STATION RECOVERY (1960)
 JB0940
 JB0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0940'5.6 MI SW FROM VANDALIA.
 JB0940'ABOUT 5.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0940'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0940'THENCE 0.1 MILE SOUTH ALONG A FIELD ROAD, 449 FEET SOUTH OF THE
 JB0940'CENTER LINE OF THE HIGHWAY, 10 1/2 FEET WEST OF THE CENTER LINE
 JB0940'OF THE FIELD ROAD, 2.6 FEET EAST OF A METAL WITNESS POST, ABOUT
 JB0940'LEVEL WITH THE FIELD ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0940'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0941 ***********************************************************************
 JB0941  DESIGNATION -  BOWLES RM 1
 JB0941  PID         -  JB0941
 JB0941  STATE/COUNTY-  IL/FAYETTE
 JB0941  USGS QUAD   -  HAGARSTOWN (1974)
 JB0941
 JB0941                         *CURRENT SURVEY CONTROL
 JB0941  ___________________________________________________________________
 JB0941* NAD 83(1986)-  38 56 45.     (N)    089 11 54.     (W)     SCALED    
 JB0941* NAVD 88     -       159.967  (meters)     524.83   (feet)  ADJUSTED  
 JB0941  ___________________________________________________________________
 JB0941  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JB0941  DYNAMIC HT  -         159.868 (meters)     524.50  (feet)  COMP
 JB0941  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JB0941
 JB0941  VERT ORDER  -  SECOND    CLASS 0
 JB0941
 JB0941.The horizontal coordinates were scaled from a topographic map and have
 JB0941.an estimated accuracy of +/- 6 seconds.
 JB0941
 JB0941.The orthometric height was determined by differential leveling
 JB0941.and adjusted by the National Geodetic Survey in June 1991..
 JB0941
 JB0941.The geoid height was determined by GEOID03.
 JB0941
 JB0941.The dynamic height is computed by dividing the NAVD 88
 JB0941.geopotential number by the normal gravity value computed on the
 JB0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0941.degrees latitude (g = 980.6199 gals.).
 JB0941
 JB0941.The modeled gravity was interpolated from observed gravity values.
 JB0941
 JB0941;                    North         East    Units  Estimated Accuracy
 JB0941;SPC IL E     -   253,320.      225,010.      MT  (+/- 180 meters Scaled)
 JB0941
 JB0941                          SUPERSEDED SURVEY CONTROL
 JB0941
 JB0941  NGVD 29 (??/??/92)  160.094  (m)          525.24   (f) ADJ UNCH    2 0
 JB0941
 JB0941.Superseded values are not recommended for survey control.
 JB0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0941.See file dsdata.txt to determine how the superseded data were derived.
 JB0941
 JB0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ094130(NAD 83)
 JB0941_MARKER: DR = REFERENCE MARK DISK
 JB0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0941_STAMPING: BOWLES NO 1 1960
 JB0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0941+STABILITY: SURFACE MOTION
 JB0941
 JB0941  HISTORY     - Date     Condition        Report By
 JB0941  HISTORY     - 1960     MONUMENTED       CGS
 JB0941
 JB0941                          STATION DESCRIPTION
 JB0941
 JB0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0941'5.6 MI SW FROM VANDALIA.
 JB0941'ABOUT 5.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0941'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0941'THENCE 0.1 MILE SOUTH ALONG A FIELD ROAD, 416 FEET SOUTH OF THE
 JB0941'CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF THE CENTER LINE OF THE
 JB0941'FIELD ROAD, 33.3 FEET NORTH OF TRIANGULATION STATION BOWLES,
 JB0941'33.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB0941'FIELD ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JB0941'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0939 ***********************************************************************
 JB0939  DESIGNATION -  BOWLES RM 2
 JB0939  PID         -  JB0939
 JB0939  STATE/COUNTY-  IL/FAYETTE
 JB0939  USGS QUAD   -  HAGARSTOWN (1974)
 JB0939
 JB0939                         *CURRENT SURVEY CONTROL
 JB0939  ___________________________________________________________________
 JB0939* NAD 83(1986)-  38 56 45.     (N)    089 11 54.     (W)     SCALED    
 JB0939* NAVD 88     -       159.931  (meters)     524.71   (feet)  ADJUSTED  
 JB0939  ___________________________________________________________________
 JB0939  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JB0939  DYNAMIC HT  -         159.832 (meters)     524.38  (feet)  COMP
 JB0939  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 JB0939
 JB0939  VERT ORDER  -  SECOND    CLASS 0
 JB0939
 JB0939.The horizontal coordinates were scaled from a topographic map and have
 JB0939.an estimated accuracy of +/- 6 seconds.
 JB0939
 JB0939.The orthometric height was determined by differential leveling
 JB0939.and adjusted by the National Geodetic Survey in June 1991..
 JB0939
 JB0939.The geoid height was determined by GEOID03.
 JB0939
 JB0939.The dynamic height is computed by dividing the NAVD 88
 JB0939.geopotential number by the normal gravity value computed on the
 JB0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0939.degrees latitude (g = 980.6199 gals.).
 JB0939
 JB0939.The modeled gravity was interpolated from observed gravity values.
 JB0939
 JB0939;                    North         East    Units  Estimated Accuracy
 JB0939;SPC IL E     -   253,320.      225,010.      MT  (+/- 180 meters Scaled)
 JB0939
 JB0939                          SUPERSEDED SURVEY CONTROL
 JB0939
 JB0939  NGVD 29 (??/??/92)  160.058  (m)          525.12   (f) ADJ UNCH    2 0
 JB0939
 JB0939.Superseded values are not recommended for survey control.
 JB0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0939.See file dsdata.txt to determine how the superseded data were derived.
 JB0939
 JB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ094130(NAD 83)
 JB0939_MARKER: DR = REFERENCE MARK DISK
 JB0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0939_STAMPING: BOWLES NO 2 1960
 JB0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0939+STABILITY: SURFACE MOTION
 JB0939
 JB0939  HISTORY     - Date     Condition        Report By
 JB0939  HISTORY     - 1960     MONUMENTED       CGS
 JB0939
 JB0939                          STATION DESCRIPTION
 JB0939
 JB0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0939'5.6 MI SW FROM VANDALIA.
 JB0939'ABOUT 5.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0939'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0939'THENCE 0.1 MILE SOUTH ALONG A FIELD ROAD, 479 FEET SOUTH OF THE
 JB0939'CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF THE CENTER LINE OF THE
 JB0939'FIELD ROAD, 29.9 FEET SOUTH OF TRIANGULATION STATION BOWLES, 30.0
 JB0939'FEET SOUTH OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE
 JB0939'FIELD ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0939'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1686 ***********************************************************************
 JB1686  DESIGNATION -  BOYD
 JB1686  PID         -  JB1686
 JB1686  STATE/COUNTY-  IL/WHITE
 JB1686  USGS QUAD   -  CENTERVILLE (1974)
 JB1686
 JB1686                         *CURRENT SURVEY CONTROL
 JB1686  ___________________________________________________________________
 JB1686* NAD 83(1997)-  38 12 16.89140(N)    088 11 16.46145(W)     ADJUSTED  
 JB1686* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 JB1686  ___________________________________________________________________
 JB1686  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JB1686  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB1686
 JB1686  HORZ ORDER  -  FIRST
 JB1686
 JB1686.The horizontal coordinates were established by classical geodetic methods
 JB1686.and adjusted by the National Geodetic Survey in October 1999..
 JB1686
 JB1686.The orthometric height was scaled from a topographic map.
 JB1686
 JB1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1686
 JB1686.The geoid height was determined by GEOID03.
 JB1686
 JB1686;                    North         East     Units Scale Factor Converg.
 JB1686;SPC IL E     -   170,704.775   312,737.343   MT  0.99997700   +0 05 23.8
 JB1686;SPC IL E     -   560,053.92  1,026,039.10   sFT  0.99997700   +0 05 23.8
 JB1686;UTM  16      - 4,229,193.300   395,993.822   MT  0.99973322   -0 44 05.1
 JB1686
 JB1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1686!SPC IL E     -   0.99997705  x   0.99997700  =   0.99995405
 JB1686!UTM  16      -   0.99997705  x   0.99973322  =   0.99971027
 JB1686
 JB1686|---------------------------------------------------------------------|
 JB1686| PID    Reference Object                     Distance      Geod. Az  |
 JB1686|                                                           dddmmss.s |
 JB1686| CI3066 BOYD RM 3                                          16136     |
 JB1686| CI3064 BOYD RM 1                            21.333 METERS 16838     |
 JB1686| JB1684 CARMI MUNICIPAL TANK                APPROX.12.0 KM 1693920.8 |
 JB1686| JB1682 CARMI RADIO STA WROY MAST           APPROX.13.6 KM 1850351.9 |
 JB1686| CI3065 BOYD RM 2                            27.516 METERS 23349     |
 JB1686| JB0249 ANTIOCH                             APPROX. 8.1 KM 3300854.5 |
 JB1686|---------------------------------------------------------------------|
 JB1686
 JB1686                          SUPERSEDED SURVEY CONTROL
 JB1686
 JB1686  NAD 83(1997)-  38 12 16.89208(N)    088 11 16.46179(W) AD(       ) 1
 JB1686  NAD 83(1997)-  38 12 16.90177(N)    088 11 16.46022(W) AD(       ) 1
 JB1686  NAD 83(1986)-  38 12 16.90393(N)    088 11 16.46175(W) AD(       ) 1
 JB1686  NAD 27      -  38 12 16.73233(N)    088 11 16.32132(W) AD(       ) 1
 JB1686
 JB1686.Superseded values are not recommended for survey control.
 JB1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1686.See file dsdata.txt to determine how the superseded data were derived.
 JB1686
 JB1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9599429193(NAD 83)
 JB1686_MARKER: DS = TRIANGULATION STATION DISK
 JB1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1686_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1686
 JB1686  HISTORY     - Date     Condition        Report By
 JB1686  HISTORY     - 1961     MONUMENTED       CGS
 JB1686
 JB1686                          STATION DESCRIPTION
 JB1686
 JB1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1686'THE STATION IS ABOUT 8 MILES NORTH OF CARMI, 5 MILES SOUTHEAST OF
 JB1686'BURNT PRAIRIE, 1.5
 JB1686'MILES WEST NORTHWEST OF CENTERVILLE, ON WHAT IS KNOWN
 JB1686'LOCALLY AS BOYD HILL, ABOUT
 JB1686'MIDWAY AND ON LINE BETWEEN SECTIONS 2 AND
 JB1686'3, T 4 S, R 9 E AND ON THE PROPERTY OF MR
 JB1686'JESSE LAMONT.  IT IS 5 FEET
 JB1686'SOUTHWEST OF A WITNESS POST, 19 FEET NORTH OF A 10 INCH
 JB1686'LOCUST TREE AND
 JB1686'54 FEET NORTHEAST OF A 14 INCH LOCUST WITH A TRIANGULAR BLAZE ON
 JB1686'ITS SOUTHWEST SIDE.
 JB1686'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BOYD 1961.
 JB1686'
 JB1686'TO REACH THE STATION FROM THE POST OFFICE IN BURNT PRAIRIE, GO EAST
 JB1686'ON A PAVED ROAD FOR 1.35
 JB1686'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 JB1686'AND EAST ON A GRAVELED ROAD FOR
 JB1686'1.75 MILES TO A CROSSROAD.  CONTINUE
 JB1686'EAST ON A PAVED ROAD FOR 1.55 MILES TO A
 JB1686'CROSSROAD.  TURN RIGHT AND
 JB1686'GO SOUTH ON A GRAVELED ROAD FOR 1.05 MILES TO A CROSSROAD.
 JB1686'CONTINUE SOUTH ON
 JB1686'THE GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN
 JB1686'LEFT AND GO EAST ON A
 JB1686'GRAVELED ROAD FOR 0.55 MILE TO WHERE THE
 JB1686'GRAVELED ROAD TURNS SHARP RIGHT AND A
 JB1686'TRACK ROAD CONTINUES EAST INTO
 JB1686'WOODS.  CONTINUE EAST AND NORTH ON THE TRACK ROAD FOR
 JB1686'0.2 MILE TO THE
 JB1686'TOP OF THE HILL AND THE STATION.
 JB1686'
 JB1686'REFERENCE MARK 1 IS 11 FEET SOUTHWEST OF A 12 INCH PINE TREE, 31 FEET
 JB1686'NORTHWEST OF A 12 INCH PINE
 JB1686'TREE AND 74 FEET SOUTH OF THE WITNESS POST.  THE
 JB1686'MONUMENT IS FLUSH AND THE DISK IS
 JB1686'STAMPED BOYD NO 1 1961.
 JB1686'
 JB1686'REFERENCE MARK 2 IS 37 FEET EAST OF A 24 INCH OAK TREE, 39 FEET WEST
 JB1686'OF A 14 INCH LOCUST TREE
 JB1686'AND 94 FEET SOUTHWEST OF THE WITNESS POST.  THE
 JB1686'MONUMENT IS FLUSH AND THE DISK IS
 JB1686'STAMPED BOYD NO 2 1961.
 JB1686'
 JB1686'REFERENCE MARK 3 IS 2 FEET EAST OF A WITNESS POST, 12 FEET NORTHEAST
 JB1686'OF AN 8 INCH LOCUST TREE
 JB1686'AND 15 FEET EAST OF THE  CENTERLINE OF A TRACK ROAD.
 JB1686'THE MONUMENT IS FLUSH AND THE DISK
 JB1686'IS STAMPED BOYD NO 3 1961.
 JB1686'
 JB1686'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0393 ***********************************************************************
 JB0393  DESIGNATION -  BOYLE
 JB0393  PID         -  JB0393
 JB0393  STATE/COUNTY-  IL/JEFFERSON
 JB0393  USGS QUAD   -  MOUNT VERNON (1978)
 JB0393
 JB0393                         *CURRENT SURVEY CONTROL
 JB0393  ___________________________________________________________________
 JB0393* NAD 83(1997)-  38 18 52.21610(N)    088 56 19.16690(W)     ADJUSTED  
 JB0393* NAVD 88     -       171.944  (meters)     564.12   (feet)  ADJUSTED  
 JB0393  ___________________________________________________________________
 JB0393  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JB0393  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 JB0393  DYNAMIC HT  -         171.834 (meters)     563.76  (feet)  COMP
 JB0393  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JB0393
 JB0393  HORZ ORDER  -  SECOND
 JB0393  VERT ORDER  -  SECOND    CLASS 0
 JB0393
 JB0393.The horizontal coordinates were established by classical geodetic methods
 JB0393.and adjusted by the National Geodetic Survey in October 1999..
 JB0393
 JB0393.The orthometric height was determined by differential leveling
 JB0393.and adjusted by the National Geodetic Survey in June 1991..
 JB0393
 JB0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0393
 JB0393.The geoid height was determined by GEOID03.
 JB0393
 JB0393.The dynamic height is computed by dividing the NAVD 88
 JB0393.geopotential number by the normal gravity value computed on the
 JB0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0393.degrees latitude (g = 980.6199 gals.).
 JB0393
 JB0393.The modeled gravity was interpolated from observed gravity values.
 JB0393
 JB0393;                    North         East     Units Scale Factor Converg.
 JB0393;SPC IL E     -   183,057.181   247,061.848   MT  1.00000950   -0 22 31.1
 JB0393;SPC IL E     -   600,580.10    810,568.75   sFT  1.00000950   -0 22 31.1
 JB0393;UTM  16      - 4,242,488.973   330,512.980   MT  0.99995378   -1 12 08.0
 JB0393
 JB0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0393!SPC IL E     -   0.99997775  x   1.00000950  =   0.99998725
 JB0393!UTM  16      -   0.99997775  x   0.99995378  =   0.99993154
 JB0393
 JB0393:                Primary Azimuth Mark                     Grid Az
 JB0393:SPC IL E     -  MT VERNON RADIO STA WMIX MAST            013 14 25.7
 JB0393:UTM  16      -  MT VERNON RADIO STA WMIX MAST            014 04 02.6
 JB0393
 JB0393|---------------------------------------------------------------------|
 JB0393| PID    Reference Object                     Distance      Geod. Az  |
 JB0393|                                                           dddmmss.s |
 JB0393| JB1758 MT VERNON RADIO STA WMIX MAST       APPROX. 6.4 KM 0125154.6 |
 JB0393| JB0396 BOYLE RM 4                           19.021 METERS 03340     |
 JB0393| JB1759 MT VERNON RAD STA KSE 208 MAST      APPROX. 3.1 KM 0581807.3 |
 JB0393| JB1760 MT VERNON ILL CITIES WATER TK       APPROX. 2.2 KM 0732711.9 |
 JB0393| JB0395 BOYLE RM 3                           38.158 METERS 08954     |
 JB0393| JB1756 MT VERNON ILL PWR MICROWAV TWR      APPROX. 3.0 KM 0910353.3 |
 JB0393| JB0389 BOYLE AZ MK                                        0914255.8 |
 JB0393| JB1755 MT VERNON SE MUNICIPAL TANK         APPROX. 3.4 KM 0915818.2 |
 JB0393| CI3070 BOYLE AZ MK 2                                      09451     |
 JB0393| JB0392 BOYLE RM 1                           24.805 METERS 10138     |
 JB0393| JB1762 MT VERNON C I P S CO MICROWAVE      APPROX. 3.3 KM 3111055.9 |
 JB0393| JB0394 BOYLE RM 2                           22.904 METERS 31903     |
 JB0393| JB1761 MT VERNON TRI CO ELEC RAD MAST      137.456 METERS 33242     |
 JB0393|---------------------------------------------------------------------|
 JB0393
 JB0393                          SUPERSEDED SURVEY CONTROL
 JB0393
 JB0393  NAD 83(1997)-  38 18 52.22937(N)    088 56 19.16541(W) AD(       ) 2
 JB0393  NAD 83(1986)-  38 18 52.23065(N)    088 56 19.16594(W) AD(       ) 2
 JB0393  NAD 27      -  38 18 52.05399(N)    088 56 18.92709(W) AD(       ) 2
 JB0393  NGVD 29 (??/??/92)  172.050  (m)          564.47   (f) ADJ UNCH    2 0
 JB0393
 JB0393.Superseded values are not recommended for survey control.
 JB0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0393.See file dsdata.txt to determine how the superseded data were derived.
 JB0393
 JB0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3051342489(NAD 83)
 JB0393_MARKER: DS = TRIANGULATION STATION DISK
 JB0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0393_STAMPING: BOYLE 1960
 JB0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0393+STABILITY: SURFACE MOTION
 JB0393
 JB0393  HISTORY     - Date     Condition        Report By
 JB0393  HISTORY     - 1960     MONUMENTED       CGS
 JB0393  HISTORY     - 1960     GOOD             CGS
 JB0393  HISTORY     - 1962     GOOD             CGS
 JB0393  HISTORY     - 1968     GOOD             CGS
 JB0393  HISTORY     - 1969     GOOD             CGS
 JB0393
 JB0393                          STATION DESCRIPTION
 JB0393
 JB0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0393'STATION IS LOCATED ABOUT 2.0 MILES WEST OF MT VERNON AND AT THE
 JB0393'INTERSECTION OF U S HIGHWAY
 JB0393'460, STATE ROUTE 15 AND CROWN VIEW DRIVE.
 JB0393'
 JB0393'TO REACH FROM THE JUNCTION OF U S HIGHWAY 460, STATE ROUTE 15 AND
 JB0393'STATE ROUTE 37 IN THE
 JB0393'NORTHWEST CORNER OF THE SQUARE IN MT VERNON, GO WEST
 JB0393'FOLLOWING U S HIGHWAY 460
 JB0393'AND STATE ROUTE 15 FOR 2.05 MILES TO TOP OF
 JB0393'GRADE AND WEST ENTRANCE TO CROWN VIEW DRIVE
 JB0393'ON RIGHT AND STATION AS DESCRIBED.
 JB0393'
 JB0393'STATION MARK, A STANDARD STATION MARK DISK STAMPED BOYLE 1960, IS SET
 JB0393'IN TOP OF A 12 INCH SQUARE
 JB0393'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS 57
 JB0393'FEET WEST-NORTHWEST OF A POWER
 JB0393'POLE, 38 FEET NORTH OF THE CENTER OF U
 JB0393'S HIGHWAY 460 AND STATE ROUTE 15, 31.5 FEET EAST
 JB0393'OF THE CENTER OF
 JB0393'CROWN VIEW DRIVE AND 18.8 FEET NORTH OF THE WITNESS POST.
 JB0393'
 JB0393'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED BOYLE
 JB0393'NO 1 1960, IS SET IN
 JB0393'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 JB0393'FLUSH.  THE MARK IS 112.5 FEET
 JB0393'EAST OF THE CENTER OF CROWN VIEW
 JB0393'DRIVE, 25 FEET EAST OF A POWER POLE AND 22.5 FEET
 JB0393'NORTH OF THE CENTER
 JB0393'OF U S HIGHWAY 460 AND STATE ROUTE 15.
 JB0393'
 JB0393'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED BOYLE
 JB0393'NO 2 1960, IS SET IN
 JB0393'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 JB0393'FLUSH.  THE MARK IS 94.5 FEET
 JB0393'NORTH OF THE CENTER OF STATE ROUTE 15
 JB0393'AND U S HIGHWAY 460, 29.5 FEET WEST OF THE
 JB0393'CENTER OF CROWN VIEW DRIVE
 JB0393'AND 2 FEET EAST OF A TELEPHONE POLE.
 JB0393'
 JB0393'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED BOYLE 1960, IS SET
 JB0393'IN TOP OF A 12 INCH SQUARE
 JB0393'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS 33.5
 JB0393'FEET EAST OF THE CENTER OF A GRAVEL
 JB0393'ROAD, 20.5 FEET NORTH OF A POWER
 JB0393'POLE, 17 FEET SOUTH OF THE CENTER OF U S HIGHWAY 460
 JB0393'AND STATE ROUTE
 JB0393'15 AND 1.6 FEET EAST-NORTHEAST OF THE WITNESS POST.
 JB0393'
 JB0393'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U S HIGHWAY
 JB0393'460 AND STATE ROUTE 15
 JB0393'FOR 0.3 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 JB0393'
 JB0393'HEIGHT OF LIGHT ABOVE STATION MARK 30.17 METERS.
 JB0393
 JB0393                          STATION RECOVERY (1960)
 JB0393
 JB0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0393'2 MI W FROM MT VERNON.
 JB0393'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE COURT HOUSE
 JB0393'AT MT. VERNON, AT THE JUNCTION OF THE WEST ENTRANCE TO CROWN
 JB0393'VIEW DRIVE, AT THE TRI-COUNTY ELECTRIC CO-OP BUILDING, 39 FEET
 JB0393'NORTH OF THE CENTERLINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER
 JB0393'LINE OF THE WEST ENTRANCE TO CROWN VIEW DRIVE, 142 FEET SOUTHEAST
 JB0393'OF THE SOUTHEAST CORNER OF THE CO-OP BUILDING, 50 FEET NORTHEAST
 JB0393'OF THE CENTER OF THE JUNCTION, 57 FEET NORTHWEST OF A TELEPHONE
 JB0393'POLE, 52 FEET EAST OF A STREET LIGHT POLE, 18.8 FEET NORTH OF
 JB0393'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 JB0393'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0393'IT IS 80 FT SW OF THE SW CORNER OF A BRICK BUILDING (PAGE REAL
 JB0393'ESTATE CROWNVIEW SERVICE CENTER) AND 16 FT S OF THE S EDGE OF A
 JB0393'PAVED PARKING AREA.
 JB0393
 JB0393                          STATION RECOVERY (1962)
 JB0393
 JB0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB0393'THE STATION AND ALL MARKS RECOVERED.  THE DIRECTIONS TO ALL MARKS
 JB0393'CHECKED.  THE DISTANCES TO
 JB0393'ALL MARKS CHECKED WITH THE EXCEPTION OF REFERENCE MARK 1
 JB0393'WHERE A DIFFERENCE OF 0.03 OF A FOOT WAS FOUND.
 JB0393'
 JB0393'THE 1960 DESCRIPTION IS ADEQUATE.
 JB0393'
 JB0393'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB0393
 JB0393                          STATION RECOVERY (1968)
 JB0393
 JB0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JB0393'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED AND
 JB0393'IN GOOD CONDITION.
 JB0393'THE AZIMUTH MARK POST WAS FOUND TORN OUT AND THE
 JB0393'DISK GONE.  THE STATE AERIAL SURVEYS
 JB0393'HAD MADE A TIE TO THIS STATION
 JB0393'AND TURNED AN ANGLE FROM THE AZIMUTH MARK TO BL 21
 JB0393'(ILL) AND THIS
 JB0393'POINT WAS USED TO SET A NEW AZIMUTH MARK AND A REFERENCE MARK 3.  THE
 JB0393'DISTANCE AND
 JB0393'DIRECTION TO THE MARKS CHECKED.  REFERENCE MARK 1 WAS
 JB0393'DESTROYED TO CLEAR THE AREA FOR ROAD IMPROVEMENT.
 JB0393'
 JB0393'THE DESCRIPTION TO THE STATION IS GOOD WITH THE FOLLOWING.  IT IS 80
 JB0393'FEET SOUTHWEST OF
 JB0393'THE SOUTHWEST CORNER OF A BRICK BUILDING (PAGE REAL
 JB0393'ESTATE CROWNVIEW SERVICE CENTER) AND
 JB0393'16 FEET SOUTH OF THE SOUTH EDGE
 JB0393'OF A PAVED PARKING AREA.
 JB0393'
 JB0393'REFERENCE MARK 2 AS DESCRIBED.
 JB0393'
 JB0393'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE 3 X 3
 JB0393'FOOT SQUARE
 JB0393'CONCRETE BASE OF A SIGN (PAGE REAL ESTATE CROWNVIEW
 JB0393'SERVICE CENTER) 21 FEET SOUTH
 JB0393'OF THE SOUTH ENTRANCE TO THE BUILDING.
 JB0393'THE DISK IS STAMPED BOYLE 1960 NO 3 1968.
 JB0393'
 JB0393'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOYLE 1960 1968, SET IN
 JB0393'A DRILL HOLE IN
 JB0393'THE CONCRETE PUMP ISLAND OF A SHELL SERVICE STATION
 JB0393'OWNED BY MR JIM FITZPATRICK.  IT
 JB0393'IS ABOUT 200 FEET SOUTHWEST OF THE
 JB0393'INTERSECTION OF BROADWAY (U S HIGHWAY 460 AND STATE
 JB0393'HIGHWAY 15) AND
 JB0393'34TH STREET, 1.5 FEET EAST OF THE WEST EDGE OF THE ISLAND, 0.5 FOOT
 JB0393'NORTH OF THE SOUTH
 JB0393'EDGE OF THE ISLAND.
 JB0393'
 JB0393'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BROADWAY
 JB0393'(HIGHWAY 460 AND
 JB0393'15) FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 JB0393'
 JB0393'NOTE- BL 21 (ILL) IS AN IRON ROD DRIVEN IN THE GROUND.  IT IS 21 FEET
 JB0393'WEST OF THE
 JB0393'CENTERLINE OF SUNSET DR, 28.5 FEET NORTHWEST OF A NAIL
 JB0393'AND BOTTLE CAP IN A POWER POLE
 JB0393'AND 61.25 FEET NORTHWEST OF A NAIL AND
 JB0393'BOTTLE CAP IN A POWER POLE.
 JB0393'
 JB0393'TO REACH BL 21 (ILL) GO EAST ON THE HIGHWAY FOR 0.15 MILE TO SUNSET
 JB0393'DR AND THE MARK ON THE LEFT.
 JB0393'
 JB0393'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0393
 JB0393                          STATION RECOVERY (1969)
 JB0393
 JB0393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JB0393'NO MEASUREMENT BETWEEN REFERENCE MARKS, BUILDING ON LINE.
 JB0393'
 JB0393'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 2
 JB0393'IS IN THE WAY OF
 JB0393'ROAD CONSTRUCTION AND WAS DESTROYED AT THE REQUEST
 JB0393'OF THE STATE HIGHWAY DEPT.  A
 JB0393'REFERENCE MARK 4 WAS SET.  THE DISTANCE
 JB0393'TO THE REFERENCE MARKS CHECKED AND THE DIRECTION
 JB0393'BETWEEN THE
 JB0393'REFERENCE MARKS CHECKED.  THE AZIMUTH MARK WAS OBSTRUCTED BY
 JB0393'CONSTRUCTION
 JB0393'SIGNS AND COULD NOT BE USED AT THIS TIME.  THE RECOVERY
 JB0393'NOTE AND DESCRIPTION ARE GOOD
 JB0393'WITH THE BELOW ADDITION OF REFERENCE MARK 4.
 JB0393'
 JB0393'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BOYLE 1960 NO 4 1969 SET
 JB0393'IN A DRILL HOLE IN
 JB0393'THE CONCRETE SIDEWALK LEADING TO A PAVED PARKING
 JB0393'AREA ON THE WEST SIDE OF THE PAGE
 JB0393'REAL ESTATE CROWNVIEW SERVICE
 JB0393'CENTER, 50 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 JB0393'THE BUILDING, 48
 JB0393'FEET NORTHWEST OF THE SOUTHWEST CORNER, 4 FEET EAST OF THE WEST END
 JB0393'OF THE SIDEWALK
 JB0393'AND 6 INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 JB0393'
 JB0393'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0395 ***********************************************************************
 JB0395  DESIGNATION -  BOYLE RM 3
 JB0395  PID         -  JB0395
 JB0395  STATE/COUNTY-  IL/JEFFERSON
 JB0395  USGS QUAD   -  MOUNT VERNON (1978)
 JB0395
 JB0395                         *CURRENT SURVEY CONTROL
 JB0395  ___________________________________________________________________
 JB0395* NAD 83(1986)-  38 18 52.     (N)    088 56 18.     (W)     SCALED    
 JB0395* NAVD 88     -       171.47   (meters)     562.6    (feet)  RESET     
 JB0395  ___________________________________________________________________
 JB0395  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 JB0395
 JB0395  VERT ORDER  -  THIRD
 JB0395
 JB0395.The horizontal coordinates were scaled from a topographic map and have
 JB0395.an estimated accuracy of +/- 6 seconds.
 JB0395
 JB0395.The orthometric height was computed from unverified reset data.
 JB0395.No vertical observational check was made to the station.
 JB0395
 JB0395.The geoid height was determined by GEOID03.
 JB0395
 JB0395;                    North         East    Units  Estimated Accuracy
 JB0395;SPC IL E     -   183,050.      247,090.      MT  (+/- 180 meters Scaled)
 JB0395
 JB0395                          SUPERSEDED SURVEY CONTROL
 JB0395
 JB0395  NGVD 29 (??/??/??)  171.57   (m)          562.9    (f) RESET       3  
 JB0395
 JB0395.Superseded values are not recommended for survey control.
 JB0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0395.See file dsdata.txt to determine how the superseded data were derived.
 JB0395
 JB0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH305424(NAD 83)
 JB0395_MARKER: DR = REFERENCE MARK DISK
 JB0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0395_SP_SET: BUILDING
 JB0395_STAMPING: BOYLE 1960 NO 3 1968
 JB0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0395
 JB0395  HISTORY     - Date     Condition        Report By
 JB0395  HISTORY     - 1968     MONUMENTED       CGS
 JB0395
 JB0395                          STATION DESCRIPTION
 JB0395
 JB0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JB0395'2 MI W FROM MT VERNON.
 JB0395'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 460 AND STATE HIGHWAY 15
 JB0395'FROM THE COURTHOUSE IN MT. VERNON, AT THE PAGE REAL ESTATE
 JB0395'CROWNVIEW SERVICE CENTER ABOUT 157 FEET EAST OF THE CENTERLINE
 JB0395'OF CROWNVIEW DR.  IT IS SET IN A DRILL HOLE IN THE 3 X 3 FOOT
 JB0395'SQUARE CONCRETE BASE OF A SIGN PAGE REAL ESTATE CROWNVIEW
 JB0395'SERVICE CENTER, 21 FEET SOUTH OF THE SOUTH ENTRANCE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0396 ***********************************************************************
 JB0396  DESIGNATION -  BOYLE RM 4
 JB0396  PID         -  JB0396
 JB0396  STATE/COUNTY-  IL/JEFFERSON
 JB0396  USGS QUAD   -  MOUNT VERNON (1978)
 JB0396
 JB0396                         *CURRENT SURVEY CONTROL
 JB0396  ___________________________________________________________________
 JB0396* NAD 83(1986)-  38 18 52.     (N)    088 56 18.     (W)     SCALED    
 JB0396* NAVD 88     -       171.84   (meters)     563.8    (feet)  RESET     
 JB0396  ___________________________________________________________________
 JB0396  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 JB0396
 JB0396  VERT ORDER  -  THIRD
 JB0396
 JB0396.The horizontal coordinates were scaled from a topographic map and have
 JB0396.an estimated accuracy of +/- 6 seconds.
 JB0396
 JB0396.The orthometric height was computed from unverified reset data.
 JB0396.No vertical observational check was made to the station.
 JB0396
 JB0396.The geoid height was determined by GEOID03.
 JB0396
 JB0396;                    North         East    Units  Estimated Accuracy
 JB0396;SPC IL E     -   183,050.      247,090.      MT  (+/- 180 meters Scaled)
 JB0396
 JB0396                          SUPERSEDED SURVEY CONTROL
 JB0396
 JB0396  NGVD 29 (??/??/??)  171.95   (m)          564.1    (f) RESET       3  
 JB0396
 JB0396.Superseded values are not recommended for survey control.
 JB0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0396.See file dsdata.txt to determine how the superseded data were derived.
 JB0396
 JB0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH305424(NAD 83)
 JB0396_MARKER: DR = REFERENCE MARK DISK
 JB0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0396_SP_SET: SIDEWALK
 JB0396_STAMPING: BOYLE 1960 NO 4 1969
 JB0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0396
 JB0396  HISTORY     - Date     Condition        Report By
 JB0396  HISTORY     - 1969     MONUMENTED       CGS
 JB0396
 JB0396                          STATION DESCRIPTION
 JB0396
 JB0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0396'2 MI W FROM MT VERNON.
 JB0396'LOCATED IN THE WEST EDGE OF MT. VERNON NEAR THE INTERSECTION OF
 JB0396'BROADWAY (U.S. HIGHWAY 460 AND STATE HIGHWAY 15) AND CROWNVIEW
 JB0396'DRIVE SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK LEADING TO A
 JB0396'PAVED PARKING AREA ON THE WEST SIDE OF THE PAGE REAL ESTATE
 JB0396'CROWNVIEW SERVICE CENTER, 50 FEET SOUTHWEST OF THE NORTHWEST
 JB0396'CORNER OF THE BRICK BUILDING, 48 FEET NORTHWEST OF THE SOUTHWEST
 JB0396'CORNER, 6 INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK AND 4
 JB0396'FEET EAST OF THE WEST END OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0304 ***********************************************************************
 MF0304  DESIGNATION -  BRACE
 MF0304  PID         -  MF0304
 MF0304  STATE/COUNTY-  IL/GRUNDY
 MF0304  USGS QUAD   -  GARDNER (1983)
 MF0304
 MF0304                         *CURRENT SURVEY CONTROL
 MF0304  ___________________________________________________________________
 MF0304* NAD 83(1997)-  41 13 40.17012(N)    088 16 35.50698(W)     ADJUSTED  
 MF0304* NAVD 88     -       178.542  (meters)     585.77   (feet)  ADJUSTED  
 MF0304  ___________________________________________________________________
 MF0304  X           -     144,485.552 (meters)                     COMP
 MF0304  Y           -  -4,801,890.373 (meters)                     COMP
 MF0304  Z           -   4,181,581.465 (meters)                     COMP
 MF0304  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MF0304  ELLIP HEIGHT-         145.87  (meters)          (02/03/05) GPS OBS
 MF0304  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MF0304  DYNAMIC HT  -         178.472 (meters)     585.54  (feet)  COMP
 MF0304  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MF0304
 MF0304  HORZ ORDER  -  FIRST
 MF0304  VERT ORDER  -  SECOND    CLASS 0
 MF0304  ELLP ORDER  -  FOURTH    CLASS II
 MF0304
 MF0304.The horizontal coordinates were established by GPS observations
 MF0304.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0304
 MF0304.The orthometric height was determined by differential leveling
 MF0304.and adjusted by the National Geodetic Survey in June 1991..
 MF0304
 MF0304.Photographs are available for this station.
 MF0304
 MF0304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0304
 MF0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0304
 MF0304.The ellipsoidal height was determined by GPS observations
 MF0304.and is referenced to NAD 83.
 MF0304
 MF0304.The geoid height was determined by GEOID03.
 MF0304
 MF0304.The dynamic height is computed by dividing the NAVD 88
 MF0304.geopotential number by the normal gravity value computed on the
 MF0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0304.degrees latitude (g = 980.6199 gals.).
 MF0304
 MF0304.The modeled gravity was interpolated from observed gravity values.
 MF0304
 MF0304;                    North         East     Units Scale Factor Converg.
 MF0304;SPC IL E     -   506,344.083   304,762.570   MT  0.99997528   +0 02 14.8
 MF0304;SPC IL E     - 1,661,230.55    999,875.20   sFT  0.99997528   +0 02 14.8
 MF0304;UTM  16      - 4,564,833.858   393,011.236   MT  0.99974087   -0 50 29.0
 MF0304
 MF0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0304!SPC IL E     -   0.99997712  x   0.99997528  =   0.99995240
 MF0304!UTM  16      -   0.99997712  x   0.99974087  =   0.99971800
 MF0304
 MF0304|---------------------------------------------------------------------|
 MF0304| PID    Reference Object                     Distance      Geod. Az  |
 MF0304|                                                           dddmmss.s |
 MF0304| MF0306 BRACE RM 1                           11.408 METERS 00010     |
 MF0304| MF0303 BRACE RM 3                           11.407 METERS 00020     |
 MF0304| MF0302 BRACE RM 2                           11.467 METERS 17715     |
 MF0304| MF0299 MAZON                               APPROX. 1.7 KM 2214531.6 |
 MF0304| MF0307 BRACE AZ MK                                        3435037.6 |
 MF0304|---------------------------------------------------------------------|
 MF0304
 MF0304                          SUPERSEDED SURVEY CONTROL
 MF0304
 MF0304  ELLIP H (03/04/03)  145.88   (m)                       GP(       ) 4 2
 MF0304  NAD 83(1997)-  41 13 40.17237(N)    088 16 35.50859(W) AD(       ) 2
 MF0304  NAD 83(1997)-  41 13 40.17474(N)    088 16 35.51054(W) AD(       ) 2
 MF0304  NAD 83(1986)-  41 13 40.17979(N)    088 16 35.52554(W) AD(       ) 2
 MF0304  NAD 27      -  41 13 40.06240(N)    088 16 35.30620(W) AD(       ) 2
 MF0304  NAVD 88 (03/04/03)  178.54   (m)          585.8    (f) LEVELING    3  
 MF0304  NGVD 29 (??/??/92)  178.622  (m)          586.03   (f) ADJ UNCH    2 0
 MF0304
 MF0304.Superseded values are not recommended for survey control.
 MF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0304.See file dsdata.txt to determine how the superseded data were derived.
 MF0304
 MF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9301164834(NAD 83)
 MF0304_MARKER: DE = TRAVERSE STATION DISK
 MF0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0304_STAMPING: BRACE 1960
 MF0304_PROJECTION: PROJECTING 15 CENTIMETERS
 MF0304_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MF0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0304+STABILITY: SURFACE MOTION
 MF0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0304+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 MF0304
 MF0304  HISTORY     - Date     Condition        Report By
 MF0304  HISTORY     - 1960     MONUMENTED       CGS
 MF0304  HISTORY     - 1961     GOOD             NGS
 MF0304  HISTORY     - 1973     SEE DESCRIPTION  LOCENG
 MF0304  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MF0304  HISTORY     - 1976     POOR             ALSTER
 MF0304  HISTORY     - 1978     POOR             NGS
 MF0304  HISTORY     - 200205   GOOD             ASCPC
 MF0304  HISTORY     - 20050131 GOOD             MORSUR
 MF0304  HISTORY     - 20050509 GOOD             NGS
 MF0304
 MF0304                          STATION DESCRIPTION
 MF0304
 MF0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0304'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF GARDNER,
 MF0304'3/4 MILE WEST OF BRACEVILLE, ABOUT 0.1 MILE WEST OF U.S. HIGHWAY
 MF0304'66 AND ON THE EAST SIDE OF THE CEMETERY.
 MF0304'
 MF0304'TO REACH FROM THE FIRE DEPARTMENT BUILDING IN BRACEVILLE, GO
 MF0304'NORTH ON MAIN STREET FOR 0.35 MILE TO CROSSROAD, TURN LEFT GO WEST
 MF0304'FOR 0.4 MILE TO OVERPASS OVER U.S. HIGHWAY 66, CONTINUE WEST 0.25
 MF0304'MILE TO THE NORTHEAST CORNER OF CEMETERY, TURN LEFT AT THE
 MF0304'NORTHEAST CORNER OF CEMETERY (JUST EAST OF A HOUSE), GO SOUTH
 MF0304'ALONG THE WEST SIDE OF FENCE FOR 0.15 MILE TO HIGHEST POINT AND
 MF0304'STATION AS DESCRIBED.
 MF0304'
 MF0304'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BRACE 1960, IS
 MF0304'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 MF0304'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 79 FEET
 MF0304'EAST-SOUTHEAST OF A HEAD STONE VIGLIOCCO, 75.5 FEET EAST-NORTHEAST
 MF0304'OF A HEAD STONE HARTSFIELD, 2.4 FEET NORTHWEST OF A TRIANGLE
 MF0304'BLAZED FENCE POST, 2.3 FEET SOUTHWEST OF THE WITNESS POST AND
 MF0304'1.5 FEET WEST OF THE FENCE.
 MF0304'
 MF0304'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED BRACE NO 1
 MF0304'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 MF0304'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 76 FEET
 MF0304'EAST-NORTHEAST OF A HEAD STONE VIGLIOCCO, 36 FEET NORTH OF THE
 MF0304'WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 MF0304'
 MF0304'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED BRACE NO 2
 MF0304'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 MF0304'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 80
 MF0304'FEET EAST-SOUTHEAST OF A HEAD STONE HARTSFIELD, 39.3 FEET
 MF0304'SOUTH OF THE WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 MF0304'
 MF0304'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED BRACE 1960, IS SET
 MF0304'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 MF0304'INCHES.  THE MARK IS 86 FEET WEST OF A DOUBLE TELEPHONE POLE,
 MF0304'33 FEET NORTH OF THE CENTER OF ROAD, 2.1 FEET WEST OF WITNESS
 MF0304'POST AND 1 FOOT SOUTH OF A FENCE.
 MF0304'
 MF0304'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.15 MILE
 MF0304'TO SURFACED ROAD, TURN LEFT GO WEST 0.05 MILE TO THE AZIMUTH MARK
 MF0304'ON NORTH SIDE OF ROAD AS DESCRIBED.
 MF0304'
 MF0304'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF0304
 MF0304                          STATION RECOVERY (1961)
 MF0304
 MF0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0304'1.3 MI NW FROM BRACEVILLE.
 MF0304'ABOUT 0.45 MILES NORTH ALONG MAIN STREET FROM THE FIRE DEPARTMENT
 MF0304'BUILDING IN BRACEVILLE, THENCE 0.4 MILES WEST ALONG AN ASPHALT
 MF0304'ROAD TO AN OVERPASS OVER U.S. HIGHWAY 66, THENCE 0.3 MILES WEST
 MF0304'ALONG AN ASPHALT ROAD TO THE CEMETERY, THENCE 0.15 MILES SOUTH
 MF0304'ALONG THE FENCE LINE AND CEMETERY ROAD, 1.8 FEET WEST OF THE FENCE,
 MF0304'58.5 FEET EAST-SOUTHEAST OF THE VIGLIOCCO GRAVE STONE, 75 FEET
 MF0304'EAST NORTHEAST OF THE HARTFIELD GRAVE STONE, 2.4 FEET SOUTHWEST
 MF0304'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 MF0304'FLUSH WITH THE GROUND.
 MF0304
 MF0304                          STATION RECOVERY (1973)
 MF0304
 MF0304'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (SB)
 MF0304'RECOVERED BY SEXTON ENGR SERV
 MF0304'
 MF0304'SURFACE STATION MARK AND R.M. 1 AND R.M. 2 WERE KNOCKED OUT.
 MF0304
 MF0304                          STATION RECOVERY (1974)
 MF0304
 MF0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MF0304'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 MF0304'WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND
 MF0304'REFERENCE MARK 1 WERE FOUND UPROOTED BY GRADING.  A NEW SURFACE
 MF0304'STATION MARK AND REFERENCE MARK 3 WERE SET.  THE DISTANCE TO
 MF0304'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY .10 OF A FOOT AND IT
 MF0304'IS THOUGHT TO BE AN ERROR IN THE ORIGINAL MEASUREMENT.  THE
 MF0304'DIRECTION TO REFERENCE MARK 2 FAILED TO CHECK BY 5 MINUTES AND
 MF0304'38 SECONDS.  A NEW DESCRIPTION FOLLOWS--
 MF0304'
 MF0304'THE STATION IS 43.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 MF0304'TOMBSTONE CAMPBELL, 32 FEET EAST OF THE NORTHEAST CORNER OF A
 MF0304'TOMBSTONE MC COMB, 2 FEET SOUTHWEST OF A METAL WITNESS POST, 2
 MF0304'FEET WEST OF A FENCE AND 9 FEET EAST OF THE CENTERLINE OF CEMETERY
 MF0304'DRIVE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MF0304'BRACE 1960 1974.
 MF0304'
 MF0304'TO REACH THE STATION FROM THE POST OFFICE AT BRACEVILLE, GO NORTH
 MF0304'ON MAIN STREET FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO
 MF0304'WEST ON ROAD FOR 0.4 MILE TO OVERPASS OF U.S. HIGHWAY 66.
 MF0304'CONTINUE WEST ON THE ROAD FOR 0.25 MILE TO THE NORTHEAST CORNER
 MF0304'OF CEMETERY.  TURN LEFT ON CEMETERY DRIVE AND GO SOUTH FOR 0.2
 MF0304'MILE TO TOP OF GRADE AND THE STATION ON THE LEFT.  TO REACH THE
 MF0304'AZIMUTH MARK FROM THE NORTHEAST CORNER OF THE CEMETERY, GO WEST
 MF0304'ON THE ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 MF0304'
 MF0304'REFERENCE MARK 2 IS 39 FEET SOUTH OF A METAL WITNESS POST,
 MF0304'1 FOOT WEST OF THE FENCE, 10 FEET EAST OF THE CENTERLINE OF
 MF0304'THE DRIVE, 39 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 MF0304'TOMBSTONE HEJDA AND 34 FEET EAST OF THE SOUTH END OF A TOMBSTONE
 MF0304'CAMPBELL.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 MF0304'STAMPED BRACE NO 2 1960.
 MF0304'
 MF0304'REFERENCE MARK 3 IS 1 FOOT WEST OF THE FENCE, 10 FEET EAST OF THE
 MF0304'CENTERLINE OF THE DRIVE, 36 FEET NORTH OF THE METAL WITNESS
 MF0304'POST AND 42 FEET EAST OF A TOMBSTONE MELLISH.  THE MONUMENT
 MF0304'PROJECTS 6 INCHES AND THE DISK IS STAMPED BRACE 1960 NO 3 1974.
 MF0304'
 MF0304'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MF0304'1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A METAL WITNESS POST, 72
 MF0304'FEET EAST OF A POWER POLE AND 175 FEET EAST OF THE EXTENDED
 MF0304'CENTERLINE OF THE WEST GATE AND DRIVE TO CEMETERY.  THE MONUMENT
 MF0304'PROJECTS 2 INCHES AND THE DISK IS STAMPED BRACE 1960.
 MF0304'
 MF0304'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0304'
 MF0304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILE
 MF0304'WEST OF BRACEVILLE
 MF0304
 MF0304                          STATION RECOVERY (1976)
 MF0304
 MF0304'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (DK)
 MF0304'BRACE 1960 1974 APPEARS TO BE LEANING NORTH.
 MF0304'
 MF0304'BRACE 1960 AZ MK RECOVERED GOOD, 5 FEET EVERGREEN BUSH BETWEEN BRACE
 MF0304'AND AZ.
 MF0304'
 MF0304'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILE NNE OF
 MF0304'GARDNER, ILLINOIS.
 MF0304
 MF0304                          STATION RECOVERY (1978)
 MF0304
 MF0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MF0304'STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK FOUND
 MF0304'IN GOOD CONDITION.  THE STATION MARK HAD BEEN HIT ON THE WEST EDGE
 MF0304'OF THE MONUMENT BY MOWING EQUIPMENT AND WAS SOLID.  SOME OTHER
 MF0304'PARTY APPARENTLY HAD VISITED THE STATION IN 1974 AS THE STATION
 MF0304'MARK WAS RE-STAMPED AS HAD REFERENCE MARK 1.  THE ANGLE BETWEEN
 MF0304'REFERENCE MARKS 2 AND 3 WAS SMALLER BY 2 MINUTES AND 56
 MF0304'SECONDS.  THE DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.04 FOOT
 MF0304'AND REFERENCE MARK 3 SHORTER BY 0.05 FOOT.  THE CEMETERY
 MF0304'CARETAKER STATED THAT SOMEONE HAD DUG THE STATION MARK UP A FEW
 MF0304'YEARS AGO WHICH IS PROBALLY THE REASON FOR THE APPEARENCE OF THE
 MF0304'MARK TO BE SLIGHTLY LEANING.  THE AZIMUTH MARK WAS OBSTRUCTED
 MF0304'BY A LARGE EVERGREEN TREE AT THIS TIME AND NO OTHER OBJECT
 MF0304'VISIBLE TO SET ANOTHER MARK.
 MF0304'
 MF0304'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE WITH THE
 MF0304'EXCEPTION.  TO REACH FROM THE FIRE DEPARTMENT BUILDING., GO NORTH
 MF0304'ON MITCHELL ROAD (NOT MAIN STREET) FOR 0.35 MILE.  THE REST OF THE
 MF0304'TO REACH AND DESCRIPTION ARE ADEQUATE FOR RECOVERY.
 MF0304'
 MF0304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE WEST EDGE
 MF0304'OF BRACEVILLE.
 MF0304'
 MF0304'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0304
 MF0304                          STATION RECOVERY (2002)
 MF0304
 MF0304'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0304'RECOVERED AS DESCRIBED
 MF0304' 
 MF0304'
 MF0304
 MF0304                          STATION RECOVERY (2005)
 MF0304
 MF0304'RECOVERY NOTE BY MORRISON SURVEYING COMPANY 2005 (MJM)
 MF0304'RECOVERED AS DESCRIBED.
 MF0304
 MF0304                          STATION RECOVERY (2005)
 MF0304
 MF0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (ME)
 MF0304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0307 ***********************************************************************
 MF0307  DESIGNATION -  BRACE AZ MK
 MF0307  PID         -  MF0307
 MF0307  STATE/COUNTY-  IL/GRUNDY
 MF0307  USGS QUAD   -  GARDNER (1983)
 MF0307
 MF0307                         *CURRENT SURVEY CONTROL
 MF0307  ___________________________________________________________________
 MF0307* NAD 83(1986)-  41 13 48.     (N)    088 16 33.     (W)     SCALED    
 MF0307* NAVD 88     -       176.055  (meters)     577.61   (feet)  ADJUSTED  
 MF0307  ___________________________________________________________________
 MF0307  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MF0307  DYNAMIC HT  -         175.986 (meters)     577.38  (feet)  COMP
 MF0307  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MF0307
 MF0307  VERT ORDER  -  SECOND    CLASS 0
 MF0307
 MF0307.The horizontal coordinates were scaled from a topographic map and have
 MF0307.an estimated accuracy of +/- 6 seconds.
 MF0307
 MF0307.The orthometric height was determined by differential leveling
 MF0307.and adjusted by the National Geodetic Survey in June 1991..
 MF0307
 MF0307.The geoid height was determined by GEOID03.
 MF0307
 MF0307.The dynamic height is computed by dividing the NAVD 88
 MF0307.geopotential number by the normal gravity value computed on the
 MF0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0307.degrees latitude (g = 980.6199 gals.).
 MF0307
 MF0307.The modeled gravity was interpolated from observed gravity values.
 MF0307
 MF0307;                    North         East    Units  Estimated Accuracy
 MF0307;SPC IL E     -   506,590.      304,820.      MT  (+/- 180 meters Scaled)
 MF0307
 MF0307                          SUPERSEDED SURVEY CONTROL
 MF0307
 MF0307  NGVD 29 (??/??/92)  176.136  (m)          577.87   (f) ADJ UNCH    2 0
 MF0307
 MF0307.Superseded values are not recommended for survey control.
 MF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0307.See file dsdata.txt to determine how the superseded data were derived.
 MF0307
 MF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL930650(NAD 83)
 MF0307_MARKER: DZ = AZIMUTH MARK DISK
 MF0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0307_STAMPING: BRACE 1960
 MF0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0307+STABILITY: SURFACE MOTION
 MF0307
 MF0307  HISTORY     - Date     Condition        Report By
 MF0307  HISTORY     - 1960     MONUMENTED       CGS
 MF0307  HISTORY     - 1961     GOOD             NGS
 MF0307
 MF0307                          STATION DESCRIPTION
 MF0307
 MF0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0307'1.2 MI NW FROM BRACEVILLE.
 MF0307'ABOUT 0.45 MILES NORTH ALONG MAIN STREET FROM THE FIRE DEPARTMENT
 MF0307'BUILDING IN BRACEVILLE, THENCE 0.4 MILES WEST ALONG AN ASPHALT
 MF0307'ROAD, TO AN OVERPASS OVER U.S. HIGHWAY 66, THENCE 0.3 MILES WEST
 MF0307'ALONG AN ASPHALT ROAD AT THE BRACEVILLE CEMETARY, 32 FEET NORTH
 MF0307'OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE FENCE,
 MF0307'86 FEET WEST OF THE SOUTH ONE OF DOUBLE TELEPHONE POLE, 193 FEET
 MF0307'NORTHEAST AND ACROSS THE ROAD FROM THE MAIN ENTRANCE TO THE
 MF0307'BRACEVILLE CEMETERY, 2.2 FEET WEST SOUTHWEST OF A METAL WITNESS
 MF0307'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 MF0307'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0306 ***********************************************************************
 MF0306  DESIGNATION -  BRACE RM 1
 MF0306  PID         -  MF0306
 MF0306  STATE/COUNTY-  IL/GRUNDY
 MF0306  USGS QUAD   -  GARDNER (1983)
 MF0306
 MF0306                         *CURRENT SURVEY CONTROL
 MF0306  ___________________________________________________________________
 MF0306* NAD 83(1986)-  41 13 40.     (N)    088 16 35.     (W)     SCALED    
 MF0306* NAVD 88     -       178.600  (meters)     585.96   (feet)  ADJUSTED  
 MF0306  ___________________________________________________________________
 MF0306  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MF0306  DYNAMIC HT  -         178.530 (meters)     585.73  (feet)  COMP
 MF0306  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MF0306
 MF0306  VERT ORDER  -  SECOND    CLASS 0
 MF0306
 MF0306.The horizontal coordinates were scaled from a topographic map and have
 MF0306.an estimated accuracy of +/- 6 seconds.
 MF0306
 MF0306.The orthometric height was determined by differential leveling
 MF0306.and adjusted by the National Geodetic Survey in June 1991..
 MF0306
 MF0306.The geoid height was determined by GEOID03.
 MF0306
 MF0306.The dynamic height is computed by dividing the NAVD 88
 MF0306.geopotential number by the normal gravity value computed on the
 MF0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0306.degrees latitude (g = 980.6199 gals.).
 MF0306
 MF0306.The modeled gravity was interpolated from observed gravity values.
 MF0306
 MF0306;                    North         East    Units  Estimated Accuracy
 MF0306;SPC IL E     -   506,340.      304,770.      MT  (+/- 180 meters Scaled)
 MF0306
 MF0306                          SUPERSEDED SURVEY CONTROL
 MF0306
 MF0306  NGVD 29 (??/??/92)  178.680  (m)          586.22   (f) ADJ UNCH    2 0
 MF0306
 MF0306.Superseded values are not recommended for survey control.
 MF0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0306.See file dsdata.txt to determine how the superseded data were derived.
 MF0306
 MF0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL930648(NAD 83)
 MF0306_MARKER: DR = REFERENCE MARK DISK
 MF0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0306_STAMPING: BRACE NO 1 1960
 MF0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0306+STABILITY: SURFACE MOTION
 MF0306
 MF0306  HISTORY     - Date     Condition        Report By
 MF0306  HISTORY     - 1960     MONUMENTED       CGS
 MF0306  HISTORY     - 1961     GOOD             NGS
 MF0306
 MF0306                          STATION DESCRIPTION
 MF0306
 MF0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0306'1.3 MI NW FROM BRACEVILLE.
 MF0306'ABOUT 0.45 MILES NORTH ALONG MAIN STREET FROM THE FIRE DEPARTMENT
 MF0306'BUILDING IN BRACEVILLE, THENCE 0.4 MILES WEST ALONG AN ASPHALT
 MF0306'ROAD TO AN OVERPASS OVER U.S. HIGHWAY 66, THENCE 0.3 MILES WEST
 MF0306'ALONG AN ASPHALT ROAD TO THE CEMETERY, THENCE 0.15 MILES SOUTH ALONG
 MF0306'THE FENCE LINE AND CEMETERY ROAD, 0.5 FEET WEST OF THE FENCE,
 MF0306'76 FEET EAST-NORTHEAST OF THE VIGLIOCCO GRAVE STONE, 37.4 FEET
 MF0306'NORTH OF TRAVERSE STATION BRACE, 35.9 FEET NORTH OF A METAL
 MF0306'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MF0306'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0302 ***********************************************************************
 MF0302  DESIGNATION -  BRACE RM 2
 MF0302  PID         -  MF0302
 MF0302  STATE/COUNTY-  IL/GRUNDY
 MF0302  USGS QUAD   -  GARDNER (1983)
 MF0302
 MF0302                         *CURRENT SURVEY CONTROL
 MF0302  ___________________________________________________________________
 MF0302* NAD 83(1986)-  41 13 40.     (N)    088 16 35.     (W)     SCALED    
 MF0302* NAVD 88     -       178.622  (meters)     586.03   (feet)  ADJUSTED  
 MF0302  ___________________________________________________________________
 MF0302  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MF0302  DYNAMIC HT  -         178.552 (meters)     585.80  (feet)  COMP
 MF0302  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MF0302
 MF0302  VERT ORDER  -  SECOND    CLASS 0
 MF0302
 MF0302.The horizontal coordinates were scaled from a topographic map and have
 MF0302.an estimated accuracy of +/- 6 seconds.
 MF0302
 MF0302.The orthometric height was determined by differential leveling
 MF0302.and adjusted by the National Geodetic Survey in June 1991..
 MF0302
 MF0302.The geoid height was determined by GEOID03.
 MF0302
 MF0302.The dynamic height is computed by dividing the NAVD 88
 MF0302.geopotential number by the normal gravity value computed on the
 MF0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0302.degrees latitude (g = 980.6199 gals.).
 MF0302
 MF0302.The modeled gravity was interpolated from observed gravity values.
 MF0302
 MF0302;                    North         East    Units  Estimated Accuracy
 MF0302;SPC IL E     -   506,340.      304,770.      MT  (+/- 180 meters Scaled)
 MF0302
 MF0302                          SUPERSEDED SURVEY CONTROL
 MF0302
 MF0302  NGVD 29 (??/??/92)  178.702  (m)          586.29   (f) ADJ UNCH    2 0
 MF0302
 MF0302.Superseded values are not recommended for survey control.
 MF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0302.See file dsdata.txt to determine how the superseded data were derived.
 MF0302
 MF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL930648(NAD 83)
 MF0302_MARKER: DR = REFERENCE MARK DISK
 MF0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0302_STAMPING: BRACE NO 2 1960
 MF0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0302+STABILITY: SURFACE MOTION
 MF0302
 MF0302  HISTORY     - Date     Condition        Report By
 MF0302  HISTORY     - 1960     MONUMENTED       CGS
 MF0302  HISTORY     - 1961     GOOD             NGS
 MF0302
 MF0302                          STATION DESCRIPTION
 MF0302
 MF0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0302'1.3 MI NW FROM BRACEVILLE.
 MF0302'ABOUT 0.45 MILES NORTH ALONG MAIN STREET FROM THE FIRE DEPARTMENT
 MF0302'BUILDING IN BRACEVILLE, THENCE 0.4 MILES WEST ALONG AN ASPHALT
 MF0302'ROAD TO AN OVERPASS OVER U.S. HIGHWAY 66, THENCE 0.3 MILES WEST
 MF0302'ALONG AN ASPHALT ROAD TO THE CEMETERY, THENCE 0.15 MILES SOUTH
 MF0302'ALONG THE FENCE LINE AND CEMETARY ROAD, 0.5 FEET WEST OF THE FENCE,
 MF0302'79 FEET EAST-SOUTHEAST OF THE HARTFIELD GRAVE STONE, 98 FEET
 MF0302'SOUTHEAST OF THE VIGLIOCCO GRAVE STONE, 37.8 FEET SOUTH OF TRAVERSE
 MF0302'STATION BRACE, 39.3 FEET SOUTH OF A METAL WITNESS POST, AND SET
 MF0302'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1531 ***********************************************************************
 KB1531  DESIGNATION -  BRAD
 KB1531  PID         -  KB1531
 KB1531  STATE/COUNTY-  IL/SANGAMON
 KB1531  USGS QUAD   -  FARMINGDALE (1976)
 KB1531
 KB1531                         *CURRENT SURVEY CONTROL
 KB1531  ___________________________________________________________________
 KB1531* NAD 83(1997)-  39 49 47.91061(N)    089 45 52.08685(W)     ADJUSTED  
 KB1531* NAVD 88     -       181.7    (meters)     596.     (feet)  GPS OBS   
 KB1531  ___________________________________________________________________
 KB1531  X           -      20,163.147 (meters)                     COMP
 KB1531  Y           -  -4,904,894.048 (meters)                     COMP
 KB1531  Z           -   4,063,601.491 (meters)                     COMP
 KB1531  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KB1531  ELLIP HEIGHT-         149.21  (meters)          (02/03/05) GPS OBS
 KB1531  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1531
 KB1531  HORZ ORDER  -  FIRST
 KB1531  ELLP ORDER  -  FOURTH    CLASS II
 KB1531
 KB1531.The horizontal coordinates were established by GPS observations
 KB1531.and adjusted by the CRAWFORD MURPHY AND TILLY INC in January 2003..
 KB1531
 KB1531.The orthometric height was determined by GPS observations and a
 KB1531.high-resolution geoid model.
 KB1531
 KB1531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1531
 KB1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1531
 KB1531.The ellipsoidal height was determined by GPS observations
 KB1531.and is referenced to NAD 83.
 KB1531
 KB1531.The geoid height was determined by GEOID03.
 KB1531
 KB1531;                    North         East     Units Scale Factor Converg.
 KB1531;SPC IL W     -   351,187.940   734,428.304   MT  0.99995576   +0 15 27.4
 KB1531;SPC IL W     - 1,152,189.10  2,409,536.86   sFT  0.99995576   +0 15 27.4
 KB1531;SPC IL E     -   352,102.546   177,488.023   MT  1.00015971   -0 55 00.4
 KB1531;SPC IL E     - 1,155,189.77    582,308.62   sFT  1.00015971   -0 55 00.4
 KB1531;UTM  16      - 4,412,543.530   263,424.909   MT  1.00028908   -1 46 17.4
 KB1531
 KB1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1531!SPC IL W     -   0.99997659  x   0.99995576  =   0.99993235
 KB1531!SPC IL E     -   0.99997659  x   1.00015971  =   1.00013630
 KB1531!UTM  16      -   0.99997659  x   1.00028908  =   1.00026567
 KB1531
 KB1531|---------------------------------------------------------------------|
 KB1531| PID    Reference Object                     Distance      Geod. Az  |
 KB1531|                                                           dddmmss.s |
 KB1531| CI6743 BRAD RM 2                            28.058 METERS 00127     |
 KB1531| CI6742 BRAD RM 1                            42.379 METERS 07029     |
 KB1531| KB1535 BRAD 1959 AZ MK 1976                APPROX. 0.5 KM 1040601.0 |
 KB1531| KB1488 SPRINGFIELD STATE CAPITOL DOME      APPROX.10.0 KM 1102711.4 |
 KB1531| KB1524 NEW BERLIN MUN TANK                 APPROX.17.1 KM 2274600.7 |
 KB1531| KB1538 CENTRAL ILL PUB SER RAD KSE 42      APPROX.16.7 KM 2584720.9 |
 KB1531|---------------------------------------------------------------------|
 KB1531
 KB1531                          SUPERSEDED SURVEY CONTROL
 KB1531
 KB1531  ELLIP H (01/15/03)  149.23   (m)                       GP(       ) 3 1
 KB1531  NAD 83(1997)-  39 49 47.91127(N)    089 45 52.08631(W) AD(       ) 1
 KB1531  NAD 83(1997)-  39 49 47.91938(N)    089 45 52.07823(W) AD(       ) 1
 KB1531  NAD 83(1986)-  39 49 47.92066(N)    089 45 52.07691(W) AD(       ) 1
 KB1531  NAD 27      -  39 49 47.73580(N)    089 45 51.70330(W) AD(       ) 1
 KB1531  NGVD 29 (07/19/86)  182.0    (m)          597.     (f) VERT ANG       
 KB1531
 KB1531.Superseded values are not recommended for survey control.
 KB1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1531.See file dsdata.txt to determine how the superseded data were derived.
 KB1531
 KB1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK6342512544(NAD 83)
 KB1531_MARKER: DS = TRIANGULATION STATION DISK
 KB1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1531_STAMPING: BRAD 1959
 KB1531_MARK LOGO: CGS   
 KB1531_PROJECTION: RECESSED 41 CENTIMETERS
 KB1531_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1531+STABILITY: SURFACE MOTION
 KB1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1531+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2002
 KB1531
 KB1531  HISTORY     - Date     Condition        Report By
 KB1531  HISTORY     - 1959     MONUMENTED       CGS
 KB1531  HISTORY     - 1959     GOOD             ILDT
 KB1531  HISTORY     - 1975     GOOD             NGS
 KB1531  HISTORY     - 20020611 GOOD             CGS
 KB1531
 KB1531                          STATION DESCRIPTION
 KB1531
 KB1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 KB1531'THE STATION IS ABOUT 6 MILES NORTHWEST OF SPRINGFIELD, AND 9 MILES
 KB1531'SOUTHEAST OF PLEASANT PLAINS IN SECTION 22, T. 16 N., R. 6 W., ON
 KB1531'THE PROPERTY OF MR. GEORGE CURTIN. IT IS 115 FEET SOUTH OF THE
 KB1531'CENTERLINE OF STATE HIGHWAY 125, 87 FEET NORTHEAST OF THE
 KB1531'SOUTHEAST CORNER OF MR. CURTINS HOME, 64 FEET NORTH OF THE NORTHEAST
 KB1531'CORNER OF A GARAGE, 51 FEET EAST OF THE CENTERLINE OF THE
 KB1531'DRIVEWAY, AND 93 FEET SOUTHEAST OF A POWER POLE AND WITNESS POST. THE
 KB1531'MONUMENT IS 16 INCHES UNDERGROUND AND THE DISK IS STAMPED BRAD
 KB1531'1959.
 KB1531'
 KB1531'TO REACH THE STATION  FROM THE JUNCTION OF STATE HIGHWAYS 29, 97, AND
 KB1531'125, JUST IN THE WEST SECTION OF SPRINGFIELD, GO WEST ON HIGHWAY
 KB1531'97 AND 125 COMBINED FOR 4.05 MILES TO RAILROAD CROSSING IN
 KB1531'BRADFORDTON. CONTINUE WEST ON HIGHWAY 97 AND 125 FOR 1.2 MILES
 KB1531'TO PAVED CROSSROAD AND AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON
 KB1531'HIGHWAY 97 AND 125 FOR 0.3 MILE TO DRIVEWAY AND STATION ON THE
 KB1531'LEFT.
 KB1531'
 KB1531'REFERENCE MARK 1 IS 140 FEET EAST OF A WITNESS POST, 26 FEET SOUTH OF
 KB1531'THE CENTERLINE OF HIGHWAY 125, AND 2 FEET WEST OF A POWER POLE.
 KB1531'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BRAD NO 1
 KB1531'1959.
 KB1531'
 KB1531'REFERENCE MARK 2 IS 26 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 125,
 KB1531'51 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, AND 3 FEET EAST
 KB1531'OF THE WITNESS POST AND POWER POLE. THE MONUMENT IS FLUSH AND THE
 KB1531'DISK IS STAMPED BRAD NO 2 1959.
 KB1531'
 KB1531'THE AZIMUTH MARK IS 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY 125,
 KB1531'26 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 3 FEET NORTH OF
 KB1531'A POWER POLE, AND 2 FEET SOUTHWEST OF A WITNESS POST. THE MONUMENT
 KB1531'PROJECTS 3 INCHES AND THE DISK IS STAMPED BRAD 1959.
 KB1531'
 KB1531'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS 136.55
 KB1531'FEET, 41.619 METERS.
 KB1531'
 KB1531'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KB1531
 KB1531                          STATION RECOVERY (1959)
 KB1531
 KB1531'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1959 (JWH)
 KB1531'MARK STAMPED - BRAD 1959 - GOOD CONDITION.
 KB1531'
 KB1531'BRAD NO 1 1959 - GOOD CONDITION.
 KB1531'
 KB1531'BRAD NO 2 1959 - GOOD CONDITION.
 KB1531'
 KB1531'BRAD 1959, AZI MK - GOOD CONDITION.
 KB1531'
 KB1531'STATION BRAD 1960 IS 90 DEG FT NORTHEAST OF SOUTHEAST CORNER OF MRS.
 KB1531'GEO. CURTIN HOME, 92 DEG FT SOUTHEAST OF WITNESS POST.
 KB1531'NOTE - FARMOWNERSHIP HAS BEEN CHANGED TO MRS. GEO. CURTIN.
 KB1531'
 KB1531'RM 1 IS 138 DEG FT EAST OF WITNESS POST.
 KB1531'
 KB1531'RM 2 IS 27 DEG FT SOUTH OF C/L HWY 125, 1 DEG FT EAST OF WITNESS
 KB1531'POST.
 KB1531'
 KB1531'POWER POLE NO LONGER EXISTS.
 KB1531
 KB1531                          STATION RECOVERY (1975)
 KB1531
 KB1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1531'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 KB1531'RECOVERED IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS AND DISTANCE
 KB1531'TO THE REFERENCE MARKS COMPARED FAVORABLY WITH 1959 OBSERVATIONS.
 KB1531'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 KB1531'
 KB1531'THE STATION IS ABOUT 6 MILES NORTHWEST OF SPRINGFIELD, 9 MILES
 KB1531'SOUTHEAST OF PLEASANT PLAINS AND ON PROPERTY OF MR. GEORGE CURTIN,
 KB1531'WHO LIVES SOUTHWEST OF THE STATION.
 KB1531'
 KB1531'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29, 97 AND
 KB1531'125 AT THE NORTHWEST EDGE OF SPRINGFIELD, GO WEST ON STATE HIGHWAY
 KB1531'97 AND 125 FOR 4 MILES TO A RAILROAD CROSSING IN THE SMALL TOWN OF
 KB1531'BRADFORDTON.  CONTINUE WEST ON THE HIGHWAY FOR 1 MILE TO A PAVED
 KB1531'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON
 KB1531'THE HIGHWAY FOR 0.3 MILE TO A DRIVEWAY AND THE STATION ON THE
 KB1531'LEFT.
 KB1531'
 KB1531'THE STATION MARKS ARE STANDARD DISKS STAMPED BRAD 1959.  THE
 KB1531'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1531'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 40 FEET
 KB1531'EAST OF THE DRIVEWAY, 115 FEET SOUTH OF THE CENTERLINE OF STATE
 KB1531'HIGHWAY 125, 93 FEET SOUTHEAST OF A POWERLINE POLE AND WITNESS
 KB1531'POST, AND 64 FEET NORTH OF THE NORTHEAST CORNER OF A GARAGE.  THE
 KB1531'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 KB1531'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 KB1531'
 KB1531'REFERENCE MARK 1, A STANDARD DISK STAMPED BRAD NO 1 1959, IS SET IN
 KB1531'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KB1531'WITH THE GROUND SURFACE.  IT IS 16 FEET SOUTH OF THE CENTERLINE OF
 KB1531'STATE HIGHWAY 125, AND 2.5 FEET NORTH OF A POWERLINE POLE.
 KB1531'
 KB1531'REFERENCE MARK 2, A STANDARD DISK STAMPED BRAD NO 2 1959, IS SET IN
 KB1531'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KB1531'WITH THE GROUND SURFACE.  IT IS 1 FOOT EAST OF A METAL WITNESS POST
 KB1531'AND 16 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 KB1531'
 KB1531'AZIMUTH MARK, A STANDARD DISK STAMPED BRAD 1959, IS SET IN THE TOP
 KB1531'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 KB1531'ABOVE THE GROUND SURFACE.  IT IS 3 FEET NORTH OF A POWERLINE POLE,
 KB1531'16 FEET WEST OF A PAVED ROAD AND 48 FEET NORTH OF THE CENTERLINE
 KB1531'OF THE HIGHWAY.
 KB1531'
 KB1531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 KB1531'WEST OF SPRINGFIELD.
 KB1531'
 KB1531'HEIGHT OF LIGHT ABOVE STATION MARK 101.24 FEET.
 KB1531
 KB1531                          STATION RECOVERY (2002)
 KB1531
 KB1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2002 (DSE)
 KB1531'RECOVERED IN GOOD CONDITION
 KB1531' 
 KB1531' 
 KB1531' 
 KB1531'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1535 ***********************************************************************
 KB1535  DESIGNATION -  BRAD 1959 AZ MK 1976
 KB1535  PID         -  KB1535
 KB1535  STATE/COUNTY-  IL/SANGAMON
 KB1535  USGS QUAD   -  FARMINGDALE (1976)
 KB1535
 KB1535                         *CURRENT SURVEY CONTROL
 KB1535  ___________________________________________________________________
 KB1535* NAD 83(1997)-  39 49 43.82026(N)    089 45 30.96931(W)     ADJUSTED  
 KB1535* NAVD 88     -       183.3    (meters)     601.     (feet)  VERTCON   
 KB1535  ___________________________________________________________________
 KB1535  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 KB1535  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KB1535
 KB1535  HORZ ORDER  -  SECOND
 KB1535
 KB1535.The horizontal coordinates were established by classical geodetic methods
 KB1535.and adjusted by the National Geodetic Survey in October 1999..
 KB1535
 KB1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1535
 KB1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1535
 KB1535.The geoid height was determined by GEOID03.
 KB1535
 KB1535;                    North         East     Units Scale Factor Converg.
 KB1535;SPC IL W     -   351,064.066   734,931.012   MT  0.99995619   +0 15 40.9
 KB1535;SPC IL W     - 1,151,782.69  2,411,186.16   sFT  0.99995619   +0 15 40.9
 KB1535;SPC IL E     -   351,968.368   177,988.188   MT  1.00015821   -0 54 46.8
 KB1535;SPC IL E     - 1,154,749.55    583,949.58   sFT  1.00015821   -0 54 46.8
 KB1535;UTM  16      - 4,412,401.888   263,923.080   MT  1.00028618   -1 46 03.7
 KB1535
 KB1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1535!SPC IL W     -   0.99997634  x   0.99995619  =   0.99993254
 KB1535!SPC IL E     -   0.99997634  x   1.00015821  =   1.00013455
 KB1535!UTM  16      -   0.99997634  x   1.00028618  =   1.00026252
 KB1535
 KB1535:                Primary Azimuth Mark                     Grid Az
 KB1535:SPC IL W     -  BRAD                                     283 50 33.6
 KB1535:SPC IL E     -  BRAD                                     285 01 01.3
 KB1535:UTM  16      -  BRAD                                     285 52 18.2
 KB1535
 KB1535|---------------------------------------------------------------------|
 KB1535| PID    Reference Object                     Distance      Geod. Az  |
 KB1535|                                                           dddmmss.s |
 KB1535| KB1531 BRAD                                APPROX. 0.5 KM 2840614.5 |
 KB1535| KB1536 BRAD AZ MK A PT 1976                  6.128 METERS 31854     |
 KB1535|---------------------------------------------------------------------|
 KB1535
 KB1535                          SUPERSEDED SURVEY CONTROL
 KB1535
 KB1535  NAD 83(1997)-  39 49 43.82849(N)    089 45 30.96120(W) AD(       ) 2
 KB1535  NAD 83(1986)-  39 49 43.82968(N)    089 45 30.95991(W) AD(       ) 2
 KB1535  NAD 27      -  39 49 43.64456(N)    089 45 30.58703(W) AD(       ) 2
 KB1535  NGVD 29 (07/19/86)  183.4    (m)          602.     (f) VERT ANG       
 KB1535
 KB1535.Superseded values are not recommended for survey control.
 KB1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1535.See file dsdata.txt to determine how the superseded data were derived.
 KB1535
 KB1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK6392312402(NAD 83)
 KB1535_MARKER: DD = SURVEY DISK
 KB1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1535+STABILITY: SURFACE MOTION
 KB1535
 KB1535  HISTORY     - Date     Condition        Report By
 KB1535  HISTORY     - 1976     MONUMENTED       NGS
 KB1535
 KB1535                          STATION DESCRIPTION
 KB1535
 KB1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1535'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF SPRINGFIELD,
 KB1535'9 MILES SOUTHEAST OF PLEASANT PLAINS AND ON ROAD RIGHT-OF-WAY.
 KB1535'
 KB1535'AZIMUTH MARK, A STANDARD DISK STAMPED BRAD 1959, IS SET IN THE
 KB1535'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 KB1535'INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET NORTH OF THE
 KB1535'CENTERLINE OF STATE HIGHWAYS 97 AND 125, 16 FEET WEST OF A PAVED
 KB1535'ROAD AND 3 FEET NORTH OF A POWERLINE POLE.
 KB1535'
 KB1535'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1535'STATION BRAD 1959.
 KB1535'
 KB1535'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRAD
 KB1535'1959, DISTANCE BEING 517.761 METERS, EAST-SOUTHEAST OF THE
 KB1535'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1587 ***********************************************************************
 HB1587  DESIGNATION -  BRADEN
 HB1587  PID         -  HB1587
 HB1587  STATE/COUNTY-  IL/HAMILTON
 HB1587  USGS QUAD   -  WALPOLE (1963)
 HB1587
 HB1587                         *CURRENT SURVEY CONTROL
 HB1587  ___________________________________________________________________
 HB1587* NAD 83(1997)-  37 59 43.32672(N)    088 36 36.32536(W)     ADJUSTED  
 HB1587* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 HB1587  ___________________________________________________________________
 HB1587  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 HB1587  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HB1587
 HB1587  HORZ ORDER  -  THIRD
 HB1587
 HB1587.The horizontal coordinates were established by classical geodetic methods
 HB1587.and adjusted by the National Geodetic Survey in October 1999..
 HB1587
 HB1587.The orthometric height was scaled from a topographic map.
 HB1587
 HB1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1587
 HB1587.The geoid height was determined by GEOID03.
 HB1587
 HB1587;                    North         East     Units Scale Factor Converg.
 HB1587;SPC IL E     -   147,496.931   275,690.804   MT  0.99998228   -0 10 13.3
 HB1587;SPC IL E     -   483,912.85    904,495.58   sFT  0.99998228   -0 10 13.3
 HB1587;UTM  16      - 4,206,524.165   358,624.926   MT  0.99984617   -0 59 28.8
 HB1587
 HB1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1587!SPC IL E     -   0.99998101  x   0.99998228  =   0.99996329
 HB1587!UTM  16      -   0.99998101  x   0.99984617  =   0.99982719
 HB1587
 HB1587:                Primary Azimuth Mark                     Grid Az
 HB1587:SPC IL E     -  BRADEN AZ MK                             195 43 38.4
 HB1587:UTM  16      -  BRADEN AZ MK                             196 32 53.9
 HB1587
 HB1587|---------------------------------------------------------------------|
 HB1587| PID    Reference Object                     Distance      Geod. Az  |
 HB1587|                                                           dddmmss.s |
 HB1587| CI3071 BRADEN AZ MK                                       1953325.1 |
 HB1587| CI3073 BRADEN RM 2                          13.419 METERS 25933     |
 HB1587| JB1735 BRADEN RADIO STA KSC 36 MAST        APPROX. 1.3 KM 3334430.6 |
 HB1587| CI3072 BRADEN RM 1                          13.830 METERS 35150     |
 HB1587|---------------------------------------------------------------------|
 HB1587
 HB1587                          SUPERSEDED SURVEY CONTROL
 HB1587
 HB1587  NAD 83(1997)-  37 59 43.33472(N)    088 36 36.32417(W) AD(       ) 3
 HB1587  NAD 83(1986)-  37 59 43.33846(N)    088 36 36.32662(W) AD(       ) 3
 HB1587  NAD 27      -  37 59 43.16557(N)    088 36 36.13017(W) AD(       ) 3
 HB1587
 HB1587.Superseded values are not recommended for survey control.
 HB1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1587.See file dsdata.txt to determine how the superseded data were derived.
 HB1587
 HB1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5862506524(NAD 83)
 HB1587_MARKER: DS = TRIANGULATION STATION DISK
 HB1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1587
 HB1587  HISTORY     - Date     Condition        Report By
 HB1587  HISTORY     - 1961     MONUMENTED       CGS
 HB1587
 HB1587                          STATION DESCRIPTION
 HB1587
 HB1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1587'THE STATION IS ABOUT 8 MILES SOUTHWEST OF MC LEANSBORO, ABOUT 6-1/2
 HB1587'MILES WEST OF THE VILLAGE OF DALE, IN THE SOUTHWEST 1/4 OF SEC. 13,
 HB1587'T. 6 S., R. 5 E. AND ON PROPERTY OWNED BY MR. BOB STURM.  IT IS 129
 HB1587'FEET NORTH OF A POWER POLE, 50 FEET SOUTH OF A WITNESS POST AND 18
 HB1587'FEET SOUTH-SOUTHEAST OF THE EAST END OF A CONCRETE PLATFORM FOR AN
 HB1587'OIL PUMP AT AN ABANDONED OIL WELL.  THE MONUMENT PROJECTS 1
 HB1587'INCH AND THE DISK IS STAMPED BRADEN 1961.
 HB1587'
 HB1587'TO REACH FROM THE POST OFFICE AND THE RAILROAD CROSSING IN THE
 HB1587'VILLAGE OF DALE, GO WEST ON AN OIL AND GRAVELED ROAD FOR 4.5
 HB1587'MILES TO A T-ROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.2
 HB1587'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A PAVED ROAD
 HB1587'FOR 1.0 MILE TO A CROSSROAD AT TUCKERS CORNER.  CONTINUE WEST ON A
 HB1587'GRAVELED ROAD FOR 0.9 MILE TO A Y-FORK AND THE AZIMUTH MARK ON THE
 HB1587'LEFT.  KEEP RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO A
 HB1587'TRACK ROAD RIGHT, JUST BEFORE REACHING A WHITE HOUSE.  TURN RIGHT AND
 HB1587'GO EAST ON THE TRACK ROAD, (PASSING ON THE NORTH SIDE OF A POWER
 HB1587'STATION), FOR 0.2 MILE TO A Y-FORK.  KEEP LEFT AND CONTINUE EAST ON A
 HB1587'DIM TRACK ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 HB1587'
 HB1587'REFERENCE MARK 1 IS 31 FEET NORTHEAST OF THE EAST END OF THE CONCRETE
 HB1587'PLATFORM AND 4 FEET SOUTH OF THE WITNESS POST.  THE MONUMENT
 HB1587'PROJECTS 1 INCH AND THE DISK IS STAMPED BRADEN NO 1 1961.
 HB1587'
 HB1587'REFERENCE MARK 2 IS 125 FEET NORTH OF THE POWER POLE, 41 FEET SOUTH
 HB1587'OF THE CENTERLINE OF A DIM TRACK ROAD AND 22 FEET SOUTHWEST OF THE
 HB1587'WEST END OF THE CONCRETE PLATFORM.  THE MONUMENT IS FLUSH AND THE
 HB1587'DISK IS STAMPED BRADEN NO 2 1961.
 HB1587'
 HB1587'THE AZIMUTH MARK IS 178 FEET EAST OF THE CENTERLINE OF A DIRT ROAD,
 HB1587'52 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 2 FEET NORTH OF A
 HB1587'WITNESS POST AND 1 FOOT NORTH OF A POWER POLE WITH A GUY WIRE ON THE
 HB1587'SOUTHEAST SIDE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HB1587'STAMPED BRADEN 1961.
 HB1587'
 HB1587'NO P.P. AVAILABLE
 HB1587'
 HB1587'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1735 ***********************************************************************
 JB1735  DESIGNATION -  BRADEN RADIO STA KSC 36 MAST
 JB1735  PID         -  JB1735
 JB1735  STATE/COUNTY-  IL/HAMILTON
 JB1735  USGS QUAD   -  MC LEANSBORO (1974)
 JB1735
 JB1735                         *CURRENT SURVEY CONTROL
 JB1735  ___________________________________________________________________
 JB1735* NAD 83(1997)-  38 00 21.84427(N)    088 37 00.34062(W)     ADJUSTED  
 JB1735* NAVD 88     -                                                        
 JB1735  ___________________________________________________________________
 JB1735  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 JB1735  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 JB1735
 JB1735  HORZ ORDER  -  THIRD
 JB1735
 JB1735.The horizontal coordinates were established by classical geodetic methods
 JB1735.and adjusted by the National Geodetic Survey in October 1999..
 JB1735
 JB1735
 JB1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1735
 JB1735.The geoid height was determined by GEOID03.
 JB1735
 JB1735;                    North         East     Units Scale Factor Converg.
 JB1735;SPC IL E     -   148,686.255   275,108.474   MT  0.99998263   -0 10 28.3
 JB1735;SPC IL E     -   487,814.82    902,585.05   sFT  0.99998263   -0 10 28.3
 JB1735;UTM  16      - 4,207,721.550   358,059.776   MT  0.99984814   -0 59 44.4
 JB1735
 JB1735                          SUPERSEDED SURVEY CONTROL
 JB1735
 JB1735  NAD 83(1997)-  38 00 21.85244(N)    088 37 00.33927(W) AD(       ) 4
 JB1735  NAD 83(1986)-  38 00 21.85615(N)    088 37 00.34178(W) AD(       ) 4
 JB1735  NAD 27      -  38 00 21.68283(N)    088 37 00.14583(W) AD(       ) 3
 JB1735
 JB1735.Superseded values are not recommended for survey control.
 JB1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1735.See file dsdata.txt to determine how the superseded data were derived.
 JB1735
 JB1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5806007722(NAD 83)
 JB1735_MARKER: 42 = RADIO/TV MAST
 JB1735
 JB1735  HISTORY     - Date     Condition        Report By
 JB1735  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1735  HISTORY     - 1961     GOOD             CGS
 JB1735
 JB1735                          STATION DESCRIPTION
 JB1735
 JB1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWN)
 JB1735'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A UNIFORM
 JB1735'CROSS SECTION
 JB1735'STEEL MAST PAINTED IN ALTERNATE SECTIONS OF RED AND
 JB1735'WHITE.  THE MAST IS SUPPORTED BY
 JB1735'GUY WIRES AND THE OVERALL HEIGHT IS
 JB1735'250 FEET.  THE STATION IS OWNED AND OPERATED BY THE
 JB1735'OHIO PIPE LINE COMPANY.
 JB1735'
 JB1735'THE MAST IS LOCATED ON A HIGH PROMINENT HILL 0.5 MILE NORTHWEST OF
 JB1735'THE BRADEN VALLEY CHURCH.
 JB1735
 JB1735                          STATION RECOVERY (1961)
 JB1735
 JB1735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1735'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 JB1735'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1688 ***********************************************************************
 MF1688  DESIGNATION -  BRADFORD MUNICIPAL STANDPIPE
 MF1688  PID         -  MF1688
 MF1688  STATE/COUNTY-  IL/STARK
 MF1688  USGS QUAD   -  BRADFORD (1983)
 MF1688
 MF1688                         *CURRENT SURVEY CONTROL
 MF1688  ___________________________________________________________________
 MF1688* NAD 83(1997)-  41 10 44.06258(N)    089 39 36.40010(W)     ADJUSTED  
 MF1688* NAVD 88     -                                                        
 MF1688  ___________________________________________________________________
 MF1688  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 MF1688  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1688
 MF1688  HORZ ORDER  -  THIRD
 MF1688
 MF1688.The horizontal coordinates were established by classical geodetic methods
 MF1688.and adjusted by the National Geodetic Survey in October 1999..
 MF1688
 MF1688
 MF1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1688
 MF1688.The geoid height was determined by GEOID03.
 MF1688
 MF1688;                    North         East     Units Scale Factor Converg.
 MF1688;SPC IL W     -   501,016.611   742,501.268   MT  0.99996340   +0 20 00.7
 MF1688;SPC IL W     - 1,643,752.00  2,436,022.91   sFT  0.99996340   +0 20 00.7
 MF1688;UTM  16      - 4,562,029.275   276,875.796   MT  1.00021275   -1 45 07.8
 MF1688
 MF1688                          SUPERSEDED SURVEY CONTROL
 MF1688
 MF1688  NAD 83(1986)-  41 10 44.06901(N)    089 39 36.40467(W) AD(       ) 4
 MF1688  NAD 27      -  41 10 43.93600(N)    089 39 36.04700(W) AD(       ) 3
 MF1688
 MF1688.Superseded values are not recommended for survey control.
 MF1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1688.See file dsdata.txt to determine how the superseded data were derived.
 MF1688
 MF1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7687662029(NAD 83)
 MF1688_MARKER: 52 = STANDPIPE TANK
 MF1688
 MF1688  HISTORY     - Date     Condition        Report By
 MF1688  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1688  HISTORY     - 1957     GOOD             CGS
 MF1688  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 MF1688
 MF1688                          STATION DESCRIPTION
 MF1688
 MF1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1688'THIS STATION IS THE STANDPIPE IN THE TOWN OF BRADFORD, LOCATED
 MF1688'ABOUT 90 FEET W OF THE PUMP HOUSE, ABOUT 130 FEET W OF THE
 MF1688'CENTER LINE OF PARK STREET, AND ABOUT 540 FEET N OF MAIN STREET,
 MF1688'IN THE SE 1/4 SEC. 23, T 14 N, R 7 E.  THE STANDPIPE ERECTED
 MF1688'IN 1909, IS FAIRLY PROMINENT.
 MF1688'
 MF1688'THE STANDPIPE IS A GREY CONCRETE STRUCTURE ABOUT 18 FEET
 MF1688'IN DIAMETER AND ABOUT 120 FEET HIGH.  IT HAS SOME SORT OF
 MF1688'PLATFORM ON THE S SIDE ABOUT TWO-THIRDS OF THE WAY TO THE TOP.
 MF1688
 MF1688                          STATION RECOVERY (1957)
 MF1688
 MF1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 MF1688'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 MF1688'IS ADEQUATE WITH THE ADDITION THAT THE STANDPIPE IS A SILVER
 MF1688'STEEL TANK, SET ON TOP OF A CYLINDRICAL CONCRETE BASE.
 MF1688
 MF1688                          STATION RECOVERY (1997)
 MF1688
 MF1688'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1689 ***********************************************************************
 MF1689  DESIGNATION -  BRADFORD ST JOHNS CHURCH TOWER
 MF1689  PID         -  MF1689
 MF1689  STATE/COUNTY-  IL/STARK
 MF1689  USGS QUAD   -  BRADFORD (1983)
 MF1689
 MF1689                         *CURRENT SURVEY CONTROL
 MF1689  ___________________________________________________________________
 MF1689* NAD 83(1997)-  41 10 28.87946(N)    089 39 35.19284(W)     ADJUSTED  
 MF1689* NAVD 88     -                                                        
 MF1689  ___________________________________________________________________
 MF1689  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 MF1689  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1689
 MF1689  HORZ ORDER  -  THIRD
 MF1689
 MF1689.The horizontal coordinates were established by classical geodetic methods
 MF1689.and adjusted by the National Geodetic Survey in October 1999..
 MF1689
 MF1689
 MF1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1689
 MF1689.The geoid height was determined by GEOID03.
 MF1689
 MF1689;                    North         East     Units Scale Factor Converg.
 MF1689;SPC IL W     -   500,548.412   742,532.133   MT  0.99996343   +0 20 01.4
 MF1689;SPC IL W     - 1,642,215.92  2,436,124.17   sFT  0.99996343   +0 20 01.4
 MF1689;UTM  16      - 4,561,560.146   276,889.605   MT  1.00021268   -1 45 06.5
 MF1689
 MF1689                          SUPERSEDED SURVEY CONTROL
 MF1689
 MF1689  NAD 83(1986)-  41 10 28.88583(N)    089 39 35.19738(W) AD(       ) 4
 MF1689  NAD 27      -  41 10 28.75300(N)    089 39 34.84000(W) AD(       ) 3
 MF1689
 MF1689.Superseded values are not recommended for survey control.
 MF1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1689.See file dsdata.txt to determine how the superseded data were derived.
 MF1689
 MF1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7689061560(NAD 83)
 MF1689_MARKER: 55 = TOWER
 MF1689
 MF1689  HISTORY     - Date     Condition        Report By
 MF1689  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1689  HISTORY     - 1957     GOOD             CGS
 MF1689  HISTORY     - 19970903 GOOD             USPSQD
 MF1689
 MF1689                          STATION DESCRIPTION
 MF1689
 MF1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1689'THIS STATION IS THE TOWER ON ST. JOHNS CHURCH, IN THE
 MF1689'SOUTHWESTERN PART OF THE TOWN OF BRADFORD, LOCATED ABOUT 50
 MF1689'FEET N OF THE CENTER LINE OF FIRST STREET, AND ABOUT 95 FEET
 MF1689'W OF THE CENTER LINE OF WASHINGTON STREET, IN THE NE 1/4 SEC.
 MF1689'26, T 14 N, R 7 E.  THE CHURCH WAS ERECTED IN 1922.  THE TOWER
 MF1689'IS NOT PROMINENT, AS IT IS SURROUNDED BY HIGH TREES.
 MF1689'
 MF1689'THE BOTTOM SECTION IS A SQUARE GREY BRICK TOWER AT THE SE
 MF1689'CORNER OF THE CHURCH.  IT IS ABOUT 70 FEET HIGH AND HAS SMALL
 MF1689'STAINED-GLASS GOTHIC WINDOWS ON EAST SIDE AT THE TOP.  THERE
 MF1689'ARE PROMINENT BUTTRESSES PROJECTING AT A 45 DEG ANGLE AT THE
 MF1689'OUTSIDE CORNERS.  THERE ARE HIGH ORNAMENTAL TURRETS AT EACH
 MF1689'CORNER AT THE TOP OF THE BUTTRESSES.  THE MIDDLE SECTION IS
 MF1689'A HIGHLY DECORATED OCTAGONAL TOWER ABOUT 25 FEET HIGH WITH
 MF1689'A DOUBLE GOTHIC LOUVRED WINDOW ON EACH OF THE WIDE SIDES.
 MF1689'THERE IS A STONE ARCH CONNECTING THE NARROW SIDES WITH THE
 MF1689'TURRETS.  THE 5-FOOT DOME-SHAPED ROOF HAS AN ORNAMENTAL
 MF1689'CROSS AT ITS APEX.  TOTAL HEIGHT IS ABOUT 100 FEET.
 MF1689
 MF1689                          STATION RECOVERY (1957)
 MF1689
 MF1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 MF1689'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MF1689'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 MF1689
 MF1689                          STATION RECOVERY (1997)
 MF1689
 MF1689'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1379 ***********************************************************************
 MF1379  DESIGNATION -  BRADLEY
 MF1379  PID         -  MF1379
 MF1379  STATE/COUNTY-  IL/KANE
 MF1379  USGS QUAD   -  GENEVA (1993)
 MF1379
 MF1379                         *CURRENT SURVEY CONTROL
 MF1379  ___________________________________________________________________
 MF1379* NAD 83(1997)-  41 52 31.55096(N)    088 16 35.64819(W)     ADJUSTED  
 MF1379* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 MF1379  ___________________________________________________________________
 MF1379  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MF1379  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MF1379
 MF1379  HORZ ORDER  -  SECOND
 MF1379
 MF1379.The horizontal coordinates were established by classical geodetic methods
 MF1379.and adjusted by the National Geodetic Survey in October 1999..
 MF1379
 MF1379.The orthometric height was scaled from a topographic map.
 MF1379
 MF1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1379
 MF1379.The geoid height was determined by GEOID03.
 MF1379
 MF1379;                    North         East     Units Scale Factor Converg.
 MF1379;SPC IL E     -   578,268.356   304,712.017   MT  0.99997527   +0 02 16.4
 MF1379;SPC IL E     - 1,897,202.10    999,709.34   sFT  0.99997527   +0 02 16.4
 MF1379;UTM  16      - 4,636,733.384   394,070.681   MT  0.99973808   -0 51 07.9
 MF1379
 MF1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1379!SPC IL E     -   0.99996678  x   0.99997527  =   0.99994205
 MF1379!UTM  16      -   0.99996678  x   0.99973808  =   0.99970487
 MF1379
 MF1379|---------------------------------------------------------------------|
 MF1379| PID    Reference Object                     Distance      Geod. Az  |
 MF1379|                                                           dddmmss.s |
 MF1379| CI6745 BRADLEY RM 1                         22.265 METERS 06236     |
 MF1379| CI6744 BRADLEY AZ MK                                      2012141.9 |
 MF1379| MF1388 GENEVA MUNICIPAL TANK               APPROX. 4.2 KM 3020835.2 |
 MF1379| CI6746 BRADLEY RM 2                         18.957 METERS 30830     |
 MF1379|---------------------------------------------------------------------|
 MF1379
 MF1379                          SUPERSEDED SURVEY CONTROL
 MF1379
 MF1379  NAD 83(1997)-  41 52 31.55157(N)    088 16 35.64971(W) AD(       ) 2
 MF1379  NAD 83(1986)-  41 52 31.55476(N)    088 16 35.65927(W) AD(       ) 2
 MF1379  NAD 27      -  41 52 31.45420(N)    088 16 35.39410(W) AD(       ) 2
 MF1379
 MF1379.Superseded values are not recommended for survey control.
 MF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1379.See file dsdata.txt to determine how the superseded data were derived.
 MF1379
 MF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9407136733(NAD 83)
 MF1379_MARKER: DS = TRIANGULATION STATION DISK
 MF1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1379
 MF1379  HISTORY     - Date     Condition        Report By
 MF1379  HISTORY     - 1956     MONUMENTED       CGS
 MF1379  HISTORY     - 1967     GOOD             CGS
 MF1379  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 MF1379
 MF1379                          STATION DESCRIPTION
 MF1379
 MF1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1379'THE STATION IS LOCATED ABOUT 1-3/4 MILES EAST-SOUTHEAST OF GENEVA
 MF1379'AT THE BRADLEY GRADE SCHOOL AND IS IN THE SOUTHWEST CORNER OF
 MF1379'THE SCHOOL YARD.  IT IS 26 FEET NORTH OF A FENCE LINE, 55
 MF1379'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING
 MF1379'AND 84 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD (KIRK ROAD).
 MF1379'THE MARK IS FLUSH AND THE DISK IS STAMPED BRADLEY 1956.
 MF1379'
 MF1379'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30A
 MF1379'AND STATE HIGHWAY 25 IN THE EAST EDGE OF GENEVA, GO EAST ON
 MF1379'HIGHWAY 30A FOR 1.35 MILES TO A GRAVEL SIDE ROAD RIGHT (KIRK
 MF1379'ROAD).  TURN RIGHT AND GO SOUTH ON KIRK ROAD FOR 0.65 MILE TO
 MF1379'WHERE MAIN ROAD TURNS RIGHT AND THE BRADLEY SCHOOL ON THE
 MF1379'LEFT AND THE STATION.
 MF1379'
 MF1379'REFERENCE MARK 1 IS FLUSH IN A DRILL HOLE IN THE EAST END OF
 MF1379'THE CONCRETE STEP AT THE SOUTH ENTRANCE TO THE SCHOOL.  THE
 MF1379'DISK IS STAMPED BRADLEY NO 1 1956.
 MF1379'
 MF1379'REFERENCE MARK 2 IS 75 FEET WEST OF THE SOUTHWEST CORNER OF
 MF1379'THE SCHOOL, 34 FEET SOUTH OF THE CENTER OF KIRK ROAD AND 4
 MF1379'FEET NORTH OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE
 MF1379'DISK IS STAMPED BRADLEY NO 2 1956.
 MF1379'
 MF1379'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTER OF A PAVED
 MF1379'ROAD, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 4 FEET NORTHWEST
 MF1379'OF A 48 INCH MAPLE TREE AND 3 FEET EAST OF A WHITE WITNESS
 MF1379'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MF1379'BRADLEY 1956.
 MF1379'
 MF1379'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND THEN
 MF1379'SOUTH ON KIRK ROAD FOR 0.55 MILE TO A CROSSROAD.  TURN RIGHT
 MF1379'AND GO WEST ON PAVED ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.
 MF1379'
 MF1379'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1379
 MF1379                          STATION RECOVERY (1967)
 MF1379
 MF1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1379'THE MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 MF1379'THE SCHOOL IS NOW ELKS LODGE 2294.  THE STATION MARK IS NOW
 MF1379'IN THE CENTER OF A GRAVELED DRIVEWAY LEADING TO THE REAR
 MF1379'OF THE LODGE.  THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL
 MF1379'WITNESS POST AND THE ROAD AT THE MARK IS ARVILL ROAD.
 MF1379
 MF1379                          STATION RECOVERY (1998)
 MF1379
 MF1379'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2629 ***********************************************************************
 ME2629  DESIGNATION -  BRADLEY ARMOUR CO LAB STACK
 ME2629  PID         -  ME2629
 ME2629  STATE/COUNTY-  IL/KANKAKEE
 ME2629  USGS QUAD   -  BRADLEY (1973)
 ME2629
 ME2629                         *CURRENT SURVEY CONTROL
 ME2629  ___________________________________________________________________
 ME2629* NAD 83(1997)-  41 09 37.16508(N)    087 51 22.52458(W)     ADJUSTED  
 ME2629* NAVD 88     -                                                        
 ME2629  ___________________________________________________________________
 ME2629  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 ME2629  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 ME2629
 ME2629  HORZ ORDER  -  THIRD
 ME2629
 ME2629.The horizontal coordinates were established by classical geodetic methods
 ME2629.and adjusted by the National Geodetic Survey in October 1999..
 ME2629
 ME2629
 ME2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2629
 ME2629.The geoid height was determined by GEOID03.
 ME2629
 ME2629;                    North         East     Units Scale Factor Converg.
 ME2629;SPC IL E     -   498,955.885   340,040.563   MT  0.99999472   +0 18 50.4
 ME2629;SPC IL E     - 1,636,991.10  1,115,616.41   sFT  0.99999472   +0 18 50.4
 ME2629;UTM  16      - 4,556,908.068   428,161.904   MT  0.99966351   -0 33 48.9
 ME2629
 ME2629                          SUPERSEDED SURVEY CONTROL
 ME2629
 ME2629  NAD 83(1997)-  41 09 37.16514(N)    087 51 22.52449(W) AD(       ) 4
 ME2629  NAD 83(1986)-  41 09 37.16642(N)    087 51 22.52836(W) AD(       ) 4
 ME2629  NAD 27      -  41 09 37.05500(N)    087 51 22.37000(W) AD(       ) 3
 ME2629
 ME2629.Superseded values are not recommended for survey control.
 ME2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2629.See file dsdata.txt to determine how the superseded data were derived.
 ME2629
 ME2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2816256908(NAD 83)
 ME2629_MARKER: 63 = STACK
 ME2629
 ME2629  HISTORY     - Date     Condition        Report By
 ME2629  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2629  HISTORY     - 1988     GOOD             USPSQD
 ME2629
 ME2629                          STATION DESCRIPTION
 ME2629
 ME2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2629'STATION IS LOCATED ABOUT 2 MILES NORTH OF KANKAKEE IN THE NORTH
 ME2629'EDGE OF THE
 ME2629'VILLAGE OF BRADLEY, ABOUT 0.3 MILE WEST OF U.S. HIGHWAY 54.  IT IS A
 ME2629'YELLOW GLAZED TILE STACK ABOUT 200
 ME2629'FEET HIGH LOCATED ON THE GROUNDS OF THE ARMOUR COMPANY
 ME2629'LABORATORY.  THE POINT OF INTERSECTION WAS THE
 ME2629'CENTER OF THE TOP OF THE STACK.
 ME2629
 ME2629                          STATION RECOVERY (1988)
 ME2629
 ME2629'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME2629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2621 ***********************************************************************
 ME2621  DESIGNATION -  BRADLEY N ILL PUB SERV CO TANK
 ME2621  PID         -  ME2621
 ME2621  STATE/COUNTY-  IL/KANKAKEE
 ME2621  USGS QUAD   -  BRADLEY (1973)
 ME2621
 ME2621                         *CURRENT SURVEY CONTROL
 ME2621  ___________________________________________________________________
 ME2621* NAD 83(1997)-  41 09 50.21070(N)    087 51 31.17168(W)     ADJUSTED  
 ME2621* NAVD 88     -                                                        
 ME2621  ___________________________________________________________________
 ME2621  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 ME2621  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 ME2621
 ME2621  HORZ ORDER  -  THIRD
 ME2621
 ME2621.The horizontal coordinates were established by classical geodetic methods
 ME2621.and adjusted by the National Geodetic Survey in October 1999..
 ME2621
 ME2621
 ME2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2621
 ME2621.The geoid height was determined by GEOID03.
 ME2621
 ME2621;                    North         East     Units Scale Factor Converg.
 ME2621;SPC IL E     -   499,357.221   339,836.773   MT  0.99999452   +0 18 44.8
 ME2621;SPC IL E     - 1,638,307.82  1,114,947.81   sFT  0.99999452   +0 18 44.8
 ME2621;UTM  16      - 4,557,312.345   427,964.351   MT  0.99966386   -0 33 54.7
 ME2621
 ME2621                          SUPERSEDED SURVEY CONTROL
 ME2621
 ME2621  NAD 83(1997)-  41 09 50.21078(N)    087 51 31.17157(W) AD(       ) 4
 ME2621  NAD 83(1986)-  41 09 50.21461(N)    087 51 31.17551(W) AD(       ) 4
 ME2621  NAD 27      -  41 09 50.11100(N)    087 51 31.01800(W) AD(       ) 3
 ME2621
 ME2621.Superseded values are not recommended for survey control.
 ME2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2621.See file dsdata.txt to determine how the superseded data were derived.
 ME2621
 ME2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2796457312(NAD 83)
 ME2621_MARKER: 53 = ELEVATED TANK
 ME2621
 ME2621  HISTORY     - Date     Condition        Report By
 ME2621  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2621
 ME2621                          STATION DESCRIPTION
 ME2621
 ME2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2621'STATION IS LOCATED ABOUT 2 MILES NORTH OF KANKAKEE IN THE
 ME2621'VILLAGE OF
 ME2621'BRADLEY.  THE STATION IS A 4-LEGGED STEEL STRUCTURE ABOUT 135 FEET
 ME2621'HIGH WITH A WATER TANK ATOP
 ME2621'PAINTED GRAY.  THE POINT OF INTERSECTION WAS THE BALL AT THE
 ME2621'APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1747 ***********************************************************************
 MF1747  DESIGNATION -  BRADY
 MF1747  PID         -  MF1747
 MF1747  STATE/COUNTY-  IL/BUREAU
 MF1747  USGS QUAD   -  YORKTOWN (1982)
 MF1747
 MF1747                         *CURRENT SURVEY CONTROL
 MF1747  ___________________________________________________________________
 MF1747* NAD 83(1997)-  41 32 52.53282(N)    089 45 55.07721(W)     ADJUSTED  
 MF1747* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 MF1747  ___________________________________________________________________
 MF1747  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 MF1747  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1747
 MF1747  HORZ ORDER  -  FIRST
 MF1747
 MF1747.The horizontal coordinates were established by classical geodetic methods
 MF1747.and adjusted by the National Geodetic Survey in October 1999..
 MF1747
 MF1747.The orthometric height was scaled from a topographic map.
 MF1747
 MF1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1747
 MF1747.The geoid height was determined by GEOID03.
 MF1747
 MF1747;                    North         East     Units Scale Factor Converg.
 MF1747;SPC IL W     -   541,951.942   733,485.988   MT  0.99995497   +0 15 58.3
 MF1747;SPC IL W     - 1,778,054.00  2,406,445.28   sFT  0.99995497   +0 15 58.3
 MF1747;UTM  16      - 4,603,277.925   269,359.781   MT  1.00025468   -1 50 05.6
 MF1747
 MF1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1747!SPC IL W     -   0.99997288  x   0.99995497  =   0.99992785
 MF1747!UTM  16      -   0.99997288  x   1.00025468  =   1.00022755
 MF1747
 MF1747|---------------------------------------------------------------------|
 MF1747| PID    Reference Object                     Distance      Geod. Az  |
 MF1747|                                                           dddmmss.s |
 MF1747| CI6748 BRADY RM 1                           27.344 METERS 18318     |
 MF1747| MG0681 ATKINSON MUNICIPAL TANK             APPROX.25.0 KM 2354657.4 |
 MF1747| CI6749 BRADY RM 2                           28.798 METERS 27456     |
 MF1747| MF1750 PROPHETSTOWN MUNICIPAL TANK         APPROX.19.5 KM 3145137.6 |
 MF1747| CI6747 BRADY AZ MK                                        3431404.9 |
 MF1747| MF1746 TAMPICO FARMERS ELEV CO TOWER       APPROX. 9.3 KM 3490630.2 |
 MF1747| MF1744 TAMPICO MUNICIPAL TANK              APPROX. 9.2 KM 3500408.2 |
 MF1747| MF1743 TAMPICO ST MARYS CHURCH SPIRE       APPROX. 9.5 KM 3502034.9 |
 MF1747|---------------------------------------------------------------------|
 MF1747
 MF1747                          SUPERSEDED SURVEY CONTROL
 MF1747
 MF1747  NAD 83(1997)-  41 32 52.53283(N)    089 45 55.07723(W) AD(       ) 1
 MF1747  NAD 83(1986)-  41 32 52.53999(N)    089 45 55.08326(W) AD(       ) 1
 MF1747  NAD 27      -  41 32 52.42000(N)    089 45 54.71600(W) AD(       ) 1
 MF1747
 MF1747.Superseded values are not recommended for survey control.
 MF1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1747.See file dsdata.txt to determine how the superseded data were derived.
 MF1747
 MF1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6936003278(NAD 83)
 MF1747_MARKER: DS = TRIANGULATION STATION DISK
 MF1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1747
 MF1747  HISTORY     - Date     Condition        Report By
 MF1747  HISTORY     - 1935     MONUMENTED       CGS
 MF1747  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 MF1747  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 MF1747  HISTORY     - 20060203 MARK NOT FOUND   USPSQD
 MF1747
 MF1747                          STATION DESCRIPTION
 MF1747
 MF1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1747'THIS STATION IS IN THE NORTHEAST 1/4 SEC. 14, T 18 N R 6 E,
 MF1747'ABOUT 6 MILES SOUTH SOUTHEAST OF TAMPICO AND ABOUT 0.15 MILE
 MF1747'EAST SOUTHEAST OF BRIDGE OVER ILLINOIS-MISSISSIPPI CANAL, ON
 MF1747'LAND BELONGING TO MRS. KATE A. BRADY.  THE MARK IS ON THE
 MF1747'HIGHEST POINT OF WOODED RIDGE ABOUT 75 YARDS NORTH OF SAND
 MF1747'ROAD, 15 FEET EAST SOUTHEAST OF A SMALL CLUMP OF BUSHES.  25
 MF1747'FEET WEST NORTHWEST OF 10-INCH BLAZED OAK TREE.  22 FEET SOUTH
 MF1747'SOUTHWEST OF 14-INCH BLAZED OAK TREE.  24 FEET EAST OF 10-INCH
 MF1747'BLAZED OAK TREE.  THE MARK PROJECTS 2 INCHES.
 MF1747'
 MF1747'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 MF1747'TABLETS SET IN CONCRETE.
 MF1747'
 MF1747'REFERENCE MARK NO. 1 IS SOUTH OF STATION PARTLY DOWN SLOPE OF
 MF1747'RIDGE, AND PROJECTS 6 INCHES.
 MF1747'
 MF1747'REFERENCE MARK NO. 2 IS WEST OF STATION ON TOP OF THE RIDGE,
 MF1747'AND PROJECTS 4 INCHES.
 MF1747'
 MF1747'THE AZIMUTH MARK IS NORTH NORTHWEST OF STATION, 15 FEET SOUTH
 MF1747'OF CENTER-LINE OF LANE AT ENTRANCE TO FARM.  90 FEET EAST
 MF1747'OF ILLINOIS-MISSISSIPPI CANAL.  15 FEET EAST OF NORTHWEST FENCE
 MF1747'CORNER OF CULTIVATED FIELD AND 1 FOOT SOUTH OF FENCE LINE.
 MF1747'THE MARK PROJECTS 8 INCHES.
 MF1747'
 MF1747'LIGHTS 100 FEET ABOVE STATIONS OLSON, FOY, AND VAUGHN AND 87
 MF1747'FEET ABOVE SMITH AND 74 FEET GOLD 1930 COME INTO VIEW 50 FEET
 MF1747'ABOVE THIS STATION.
 MF1747'
 MF1747'TO REACH THE STATION FROM THE JUNCTION OF ILL. 92 AND ILL.
 MF1747'226, ABOUT 4 MILES SOUTH OF TAMPICO, GO EAST ON ROUTE 92 FOR
 MF1747'0.5 MILE TO CROSS ROADS, SCHOOL IN SOUTHWEST ANGLE.  LEAVE
 MF1747'ROUTE 92 AND GO SOUTH ON GRADED DIRT ROAD 1.6 MILES TO BRIDGE
 MF1747'OVER CANAL.  CROSS BRIDGE, TURN SOUTH ABOUT 30 YARDS, THENCE
 MF1747'GO EAST THROUGH BOARD GATE AND UP RIDGE ABOUT 0.1 MILE TO
 MF1747'STATION.
 MF1747
 MF1747                          STATION RECOVERY (1996)
 MF1747
 MF1747'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1747'MARK NOT FOUND.
 MF1747
 MF1747                          STATION RECOVERY (2001)
 MF1747
 MF1747'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1747'R.M.1  FOUND
 MF1747'R.M.2  FOUND
 MF1747'AZIMUTH  NOT FOUND
 MF1747
 MF1747                          STATION RECOVERY (2006)
 MF1747
 MF1747'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF1747'RM 1, RM 2. AZIMUTH NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0318 ***********************************************************************
 MF0318  DESIGNATION -  BRAID
 MF0318  PID         -  MF0318
 MF0318  STATE/COUNTY-  IL/GRUNDY
 MF0318  USGS QUAD   -  COAL CITY (1993)
 MF0318
 MF0318                         *CURRENT SURVEY CONTROL
 MF0318  ___________________________________________________________________
 MF0318* NAD 83(1997)-  41 15 33.74156(N)    088 15 11.36529(W)     ADJUSTED  
 MF0318* NAVD 88     -       176.744  (meters)     579.87   (feet)  ADJUSTED  
 MF0318  ___________________________________________________________________
 MF0318  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 MF0318  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF0318  DYNAMIC HT  -         176.675 (meters)     579.64  (feet)  COMP
 MF0318  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MF0318
 MF0318  HORZ ORDER  -  SECOND
 MF0318  VERT ORDER  -  SECOND    CLASS 0
 MF0318
 MF0318.The horizontal coordinates were established by classical geodetic methods
 MF0318.and adjusted by the National Geodetic Survey in October 1999..
 MF0318
 MF0318.The orthometric height was determined by differential leveling
 MF0318.and adjusted by the National Geodetic Survey in June 1991..
 MF0318
 MF0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0318
 MF0318.The geoid height was determined by GEOID03.
 MF0318
 MF0318.The dynamic height is computed by dividing the NAVD 88
 MF0318.geopotential number by the normal gravity value computed on the
 MF0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0318.degrees latitude (g = 980.6199 gals.).
 MF0318
 MF0318.The modeled gravity was interpolated from observed gravity values.
 MF0318
 MF0318;                    North         East     Units Scale Factor Converg.
 MF0318;SPC IL E     -   509,849.175   306,718.968   MT  0.99997556   +0 03 10.3
 MF0318;SPC IL E     - 1,672,730.17  1,006,293.81   sFT  0.99997556   +0 03 10.3
 MF0318;UTM  16      - 4,568,307.698   395,020.704   MT  0.99973563   -0 49 35.4
 MF0318
 MF0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0318!SPC IL E     -   0.99997741  x   0.99997556  =   0.99995297
 MF0318!UTM  16      -   0.99997741  x   0.99973563  =   0.99971305
 MF0318
 MF0318|---------------------------------------------------------------------|
 MF0318| PID    Reference Object                     Distance      Geod. Az  |
 MF0318|                                                           dddmmss.s |
 MF0318| MF0319 BRAID RM 1                           26.860 METERS 09104     |
 MF0318| MF0315 BRAID 2                               4.902 METERS 13322     |
 MF0318| CI6750 BRAID AZ MK                                        2710525.0 |
 MF0318| CI6751 BRAID 2 AZ MK                                      2713618.6 |
 MF0318| MF1438 COAL CITY MUNICIPAL TANK            APPROX. 3.6 KM 3130719.5 |
 MF0318| MF0317 BRAID RM 2                           12.284 METERS 35623     |
 MF0318|---------------------------------------------------------------------|
 MF0318
 MF0318                          SUPERSEDED SURVEY CONTROL
 MF0318
 MF0318  NAD 83(1997)-  41 15 33.74304(N)    088 15 11.36681(W) AD(       ) 2
 MF0318  NAD 83(1986)-  41 15 33.74828(N)    088 15 11.38232(W) AD(       ) 2
 MF0318  NAD 27      -  41 15 33.63350(N)    088 15 11.16040(W) AD(       ) 2
 MF0318  NGVD 29 (??/??/92)  176.82   (m)          580.1    (f) COMPUTED    2 0
 MF0318
 MF0318.Superseded values are not recommended for survey control.
 MF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0318.See file dsdata.txt to determine how the superseded data were derived.
 MF0318
 MF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9502168308(NAD 83)
 MF0318_MARKER: DE = TRAVERSE STATION DISK
 MF0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0318_STAMPING: BRAID 1960
 MF0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0318+STABILITY: SURFACE MOTION
 MF0318
 MF0318  HISTORY     - Date     Condition        Report By
 MF0318  HISTORY     - 1960     MONUMENTED       CGS
 MF0318  HISTORY     - 1961     GOOD             NGS
 MF0318  HISTORY     - 1965     GOOD             CGS
 MF0318  HISTORY     - 1979     POOR             USGS
 MF0318
 MF0318                          STATION DESCRIPTION
 MF0318
 MF0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0318'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF BRAIDWOOD,
 MF0318'1/4 MILE WEST OF U.S. HIGHWAY 66, 2-1/2 MILES SOUTHEAST OF COAL
 MF0318'CITY AND 0.1 MILE WEST OF JOHN BROCEKS HOME.
 MF0318'
 MF0318'TO REACH THE STATION FROM THE POST OFFICE IN BRAIDWOOD, GO WEST ON
 MF0318'MAIN STREET FOR 0.5 MILE TO DIVISION STREET, TURN LEFT FOR 0.3
 MF0318'MILE TO WEST REED ROAD FOR 1.05 MILE TO THE OVERPASS OVER U.S.
 MF0318'HIGHWAY 66, CONTINUE WEST FOR 0.35 MILE TO THE STATION ON THE
 MF0318'LEFT AS DESCRIBED.
 MF0318'
 MF0318'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 MF0318'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MF0318'OF THE GROUND AND IS STAMPED BRAID 1960.  THE MARK IS 27 FEET
 MF0318'EAST OF A TELEPHONE POLE, 20 FEET SOUTH OF THE CENTER OF ROAD,
 MF0318'5 FEET WEST-NORTHWEST OF A WITNESS POST AND 2 FEET NORTH OF
 MF0318'A FENCE.
 MF0318'
 MF0318'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 MF0318'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MF0318'OF THE GROUND AND IS STAMPED BRAID NO 1 1960.  THE MARK IS 89.5
 MF0318'FEET EAST OF A WITNESS POST, 53.5 FEET SOUTHWEST OF A POWER POLE,
 MF0318'20.5 FEET SOUTH OF THE CENTER OF A ROAD AND 1 FOOT NORTH OF A
 MF0318'FENCE.
 MF0318'
 MF0318'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 MF0318'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MF0318'OF THE GROUND AND IS STAMPED BRAID NO 2 1960.  THE MARK IS
 MF0318'122 FEET EAST OF A POWER POLE, 48 FEET NORTHEAST OF A TELEPHONE
 MF0318'POLE AND 21 FEET NORTH OF THE CENTER OF A ROAD.
 MF0318'
 MF0318'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12
 MF0318'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 MF0318'THE GROUND AND IS STAMPED BRAID 1960.  THE MARK IS 22 FEET NORTH
 MF0318'OF THE CENTER OF A ROAD, 6 FEET EAST OF A POWER POLE, 2.4
 MF0318'FEET SOUTHEAST OF A WITNESS POST AND 2 FEET SOUTH OF THE FENCE.
 MF0318'
 MF0318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3
 MF0318'MILE TO THE MARK ON THE NORTH SIDE OF THE ROAD.
 MF0318'
 MF0318'HEIGHT OF LIGHT ABOVE STATION MARK 3.31 METERS.
 MF0318
 MF0318                          STATION RECOVERY (1961)
 MF0318
 MF0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0318'2.2 MI SW FROM BRAIDWOOD.
 MF0318'ABOUT 0.5 MILES WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 MF0318'BRAIDWOOD THENCE 0.3 MILES SOUTH ALONG DIVISION STREET, THENCE
 MF0318'1.1 MILES WEST ALONG A BLACK TOP ROAD TO THE OVERPASS, THENCE 0.3
 MF0318'MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.3 MILE WEST OF THE
 MF0318'OVERPASS OVER U.S. HIGHWAY 66, ALSO ABOUT 0.05 MILES WEST OF A
 MF0318'HOUSE ON THE SOUTH OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE
 MF0318'OF THE ROAD, 1.9 FEET NORTH OF THE FENCE, 27 FEET EAST OF THE
 MF0318'THIRD TELEPHONE POLE WEST OF THE HOUSE ON THE SOUTH SIDE OF THE
 MF0318'ROAD, 127 FEET WEST-SOUTHWEST OF THE THIRD POWER POLE WEST OF THE
 MF0318'HOUSE ON THE SOUTH SIDE OF THE ROAD, 5 FEET WEST-NORTHWEST OF A
 MF0318'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 MF0318'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0318
 MF0318                          STATION RECOVERY (1965)
 MF0318
 MF0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 MF0318'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MF0318'CONDITION BUT A REQUEST WAS RECEIVED TO MOVE THE MARKS AS THEY
 MF0318'WERE IN THE WAY OF CONSTRUCTION.  A NEW STATION WAS ESTABLISHED
 MF0318'IN THE IMMEDIATE VICINITY.  FOR DETAILS SEE DESCRIPTION FOR BRAID
 MF0318'2 1965.
 MF0318
 MF0318                          STATION RECOVERY (1979)
 MF0318
 MF0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0318'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0315 ***********************************************************************
 MF0315  DESIGNATION -  BRAID 2
 MF0315  PID         -  MF0315
 MF0315  STATE/COUNTY-  IL/GRUNDY
 MF0315  USGS QUAD   -  COAL CITY (1993)
 MF0315
 MF0315                         *CURRENT SURVEY CONTROL
 MF0315  ___________________________________________________________________
 MF0315* NAD 83(1997)-  41 15 33.63245(N)    088 15 11.21220(W)     ADJUSTED  
 MF0315* NAVD 88     -       176.58   (meters)     579.3    (feet)  RESET     
 MF0315  ___________________________________________________________________
 MF0315  X           -     146,377.546 (meters)                     COMP
 MF0315  Y           -  -4,799,522.766 (meters)                     COMP
 MF0315  Z           -   4,184,212.034 (meters)                     COMP
 MF0315  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 MF0315  ELLIP HEIGHT-         143.76  (meters)          (02/03/05) GPS OBS
 MF0315  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF0315
 MF0315  HORZ ORDER  -  FIRST
 MF0315  VERT ORDER  -  THIRD
 MF0315  ELLP ORDER  -  FOURTH    CLASS II
 MF0315
 MF0315.The horizontal coordinates were established by GPS observations
 MF0315.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0315
 MF0315.The orthometric height was computed from unverified reset data.
 MF0315
 MF0315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0315
 MF0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0315
 MF0315.The ellipsoidal height was determined by GPS observations
 MF0315.and is referenced to NAD 83.
 MF0315
 MF0315.The geoid height was determined by GEOID03.
 MF0315
 MF0315;                    North         East     Units Scale Factor Converg.
 MF0315;SPC IL E     -   509,845.812   306,722.534   MT  0.99997556   +0 03 10.4
 MF0315;SPC IL E     - 1,672,719.13  1,006,305.51   sFT  0.99997556   +0 03 10.4
 MF0315;UTM  16      - 4,568,304.282   395,024.218   MT  0.99973562   -0 49 35.3
 MF0315
 MF0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0315!SPC IL E     -   0.99997745  x   0.99997556  =   0.99995301
 MF0315!UTM  16      -   0.99997745  x   0.99973562  =   0.99971308
 MF0315
 MF0315|---------------------------------------------------------------------|
 MF0315| PID    Reference Object                     Distance      Geod. Az  |
 MF0315|                                                           dddmmss.s |
 MF0315| MF0314 BRAID 2 RM 4                         20.300 METERS 27041     |
 MF0315| CI6750 BRAID AZ MK                                        2712835.5 |
 MF0315| CI6751 BRAID 2 AZ MK                                      2715909.4 |
 MF0315| MF1438 COAL CITY MUNICIPAL TANK            APPROX. 3.6 KM 3130720.8 |
 MF0315| MF0318 BRAID                                 4.902 METERS 31322     |
 MF0315| MF0316 BRAID 2 RM 3                         20.510 METERS 35920     |
 MF0315|---------------------------------------------------------------------|
 MF0315
 MF0315                          SUPERSEDED SURVEY CONTROL
 MF0315
 MF0315  ELLIP H (03/04/03)  143.77   (m)                       GP(       ) 4 2
 MF0315  NAD 83(1997)-  41 15 33.63393(N)    088 15 11.21300(W) AD(       ) 3
 MF0315  NAD 83(1997)-  41 15 33.63541(N)    088 15 11.21452(W) AD(       ) 3
 MF0315  NAD 83(1986)-  41 15 33.64066(N)    088 15 11.23004(W) AD(       ) 3
 MF0315  NAD 27      -  41 15 33.52588(N)    088 15 11.00812(W) AD(       ) 3
 MF0315  NGVD 29 (07/19/86)  176.66   (m)          579.6    (f) LEVELING    3  
 MF0315
 MF0315.Superseded values are not recommended for survey control.
 MF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0315.See file dsdata.txt to determine how the superseded data were derived.
 MF0315
 MF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9502468304(NAD 83)
 MF0315_MARKER: DS = TRIANGULATION STATION DISK
 MF0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0315_STAMPING: BRAID 2 1965
 MF0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0315+STABILITY: SURFACE MOTION
 MF0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0315+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF0315
 MF0315  HISTORY     - Date     Condition        Report By
 MF0315  HISTORY     - 1965     MONUMENTED       CGS
 MF0315  HISTORY     - 1965     GOOD             CGS
 MF0315  HISTORY     - 1972     GOOD             BRADY
 MF0315  HISTORY     - 200205   GOOD             ASCPC
 MF0315  HISTORY     - 20050725 GOOD             GEOSPC
 MF0315
 MF0315                          STATION DESCRIPTION
 MF0315
 MF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 MF0315'THE STATION IS ABOUT 2 MILES WEST OF BRAIDWOOD, 1/4 MILE WEST
 MF0315'OF INTERSTATE 55, 2-1/2 MILES SOUTHEAST OF COAL CITY AND ABOUT
 MF0315'0.1 MILE WEST OF A FARM HOUSE.
 MF0315'
 MF0315'THE STATION MARK IS ON THE SOUTH RIGHT-OF-WAY OF THE ROAD 34
 MF0315'FEET SOUTH OF A CENTER LINE OF THE ROAD AND 2 FEET WEST OF A
 MF0315'METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND DISK
 MF0315'IS STAMPED BRAID 2 1965.
 MF0315'
 MF0315'TO REACH FROM BRAIDWOOD, FROM THE JUNCTION OF STATE HIGHWAY 113
 MF0315'AND 129 TO THE SOUTHWEST OF THE RAILROAD STATION, GO SOUTHWEST
 MF0315'ON STATE HIGHWAY 129 FOR 0.45 MILE TO A T-ROAD RIGHT, TURN
 MF0315'RIGHT AND GO WEST ON SURFACED ROAD FOR 1.5 MILE TO THE CENTER
 MF0315'OF THE OVERPASS OVER INTERSTATE 55, CONTINUE WEST FOR 0.35 MILE
 MF0315'TO THE STATION ON THE LEFT, TO REACH THE AZIMUTH MARK CONTINUE
 MF0315'WEST FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 MF0315'
 MF0315'REFERENCE MARK NO. 3 IS 67.29 FEET NORTH OF THE STATION, 34 FEET
 MF0315'NORTH OF THE CENTER LINE OF THE ROAD AND THE MARK PROJECTS 6
 MF0315'INCHES.  THE DISK IS STAMPED BRAID 2 NO. 3 1965.
 MF0315'
 MF0315'REFERENCE MARK NO. 4 IS 66.60 FEET WEST OF THE STATION, 34 FEET
 MF0315'SOUTH OF THE CENTER LINE OF THE ROAD AND THE MARK PROJECTS 3
 MF0315'INCHES.  THE DISK IS STAMPED BRAID 2 NO. 4 1965.
 MF0315'
 MF0315'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF A STATION, 34 FEET
 MF0315'NORTH OF THE CENTER LINE OF THE ROAD AND 2 FEET EAST OF THE
 MF0315'METAL WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 MF0315'IS STAMPED BRAID 2 1965.
 MF0315
 MF0315                          STATION RECOVERY (1965)
 MF0315
 MF0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MF0315'2.2 MI SW FROM BRAIDWOOD.
 MF0315'0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 129, FROM THE JUNCTION WITH
 MF0315'STATE HIGHWAY 113 JUST SOUTHWEST OF THE RAILROAD STATION, THENCE
 MF0315'WEST ON SURFACED ROAD FOR 1.5 MILE TO OVERPASS OVER INTERSTATE 55,
 MF0315'CONTINUE WEST FOR 0.35 MILE TO MARK ON LEFT.  THE MARK IS 34 FEET
 MF0315'SOUTH OF THE CENTERLINE OF THE ROAD AND 2 FEET WEST OF A METAL
 MF0315'WITNESS POST.  A TRIANGULATION STATION DISK, STAMPED BRAID 2 1965
 MF0315'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE
 MF0315'GROUND.
 MF0315
 MF0315                          STATION RECOVERY (1972)
 MF0315
 MF0315'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ)
 MF0315'RECOVERED BY BRADY LAND SURVEYING INC.
 MF0315'
 MF0315'BRAID 2 1965-GOOD
 MF0315'
 MF0315'BRAID 2 NO 3 1965-GOOD
 MF0315'
 MF0315'BRAID 2 1965 (AZIM)-GOOD
 MF0315
 MF0315                          STATION RECOVERY (2002)
 MF0315
 MF0315'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0315'RECOVERED AS DESCRIBED
 MF0315' 
 MF0315'
 MF0315
 MF0315                          STATION RECOVERY (2005)
 MF0315
 MF0315'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF0315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0316 ***********************************************************************
 MF0316  DESIGNATION -  BRAID 2 RM 3
 MF0316  PID         -  MF0316
 MF0316  STATE/COUNTY-  IL/GRUNDY
 MF0316  USGS QUAD   -  COAL CITY (1993)
 MF0316
 MF0316                         *CURRENT SURVEY CONTROL
 MF0316  ___________________________________________________________________
 MF0316* NAD 83(1986)-  41 15 33.     (N)    088 15 11.     (W)     SCALED    
 MF0316* NAVD 88     -       176.37   (meters)     578.6    (feet)  RESET     
 MF0316  ___________________________________________________________________
 MF0316  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF0316
 MF0316  VERT ORDER  -  THIRD
 MF0316
 MF0316.The horizontal coordinates were scaled from a topographic map and have
 MF0316.an estimated accuracy of +/- 6 seconds.
 MF0316
 MF0316.The orthometric height was computed from unverified reset data.
 MF0316.No vertical observational check was made to the station.
 MF0316
 MF0316.The geoid height was determined by GEOID03.
 MF0316
 MF0316;                    North         East    Units  Estimated Accuracy
 MF0316;SPC IL E     -   509,830.      306,730.      MT  (+/- 180 meters Scaled)
 MF0316
 MF0316                          SUPERSEDED SURVEY CONTROL
 MF0316
 MF0316  NGVD 29 (??/??/??)  175.93   (m)          577.2    (f) RESET       3  
 MF0316
 MF0316.Superseded values are not recommended for survey control.
 MF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0316.See file dsdata.txt to determine how the superseded data were derived.
 MF0316
 MF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL950682(NAD 83)
 MF0316_MARKER: DR = REFERENCE MARK DISK
 MF0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0316_STAMPING: BRAID 2 NO 3 1965
 MF0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0316+STABILITY: SURFACE MOTION
 MF0316
 MF0316  HISTORY     - Date     Condition        Report By
 MF0316  HISTORY     - 1965     MONUMENTED       CGS
 MF0316
 MF0316                          STATION DESCRIPTION
 MF0316
 MF0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MF0316'2.2 MI SW FROM BRAIDWOOD.
 MF0316'0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 129, FROM ITS JUNCTION
 MF0316'WITH STATE HIGHWAY 113 JUST SOUTHWEST OF THE RAILROAD STATION,
 MF0316'THENCE WEST ALONG A SURFACED ROAD FOR 1.5 MILES TO THE OVERPASS
 MF0316'OVER INTERSTATE 55, CONTINUE WEST FOR 0.35 MILE TO THE MARK ON
 MF0316'THE RIGHT.  THE MARK IS 67.29 FEET NORTH OF TRIANGULATION STATION
 MF0316'BRAID 2, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD AND THE MARK
 MF0316'PROJECTS 6 INCHES.  THE DISK IS A STANDARD REFERENCE MARK DISK
 MF0316'SET IN CONCRETE POST AND IS STAMPED BRAID 2 NO 3 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0314 ***********************************************************************
 MF0314  DESIGNATION -  BRAID 2 RM 4
 MF0314  PID         -  MF0314
 MF0314  STATE/COUNTY-  IL/GRUNDY
 MF0314  USGS QUAD   -  COAL CITY (1993)
 MF0314
 MF0314                         *CURRENT SURVEY CONTROL
 MF0314  ___________________________________________________________________
 MF0314* NAD 83(1986)-  41 15 33.     (N)    088 15 11.     (W)     SCALED    
 MF0314* NAVD 88     -       176.63   (meters)     579.5    (feet)  RESET     
 MF0314  ___________________________________________________________________
 MF0314  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF0314
 MF0314  VERT ORDER  -  THIRD
 MF0314
 MF0314.The horizontal coordinates were scaled from a topographic map and have
 MF0314.an estimated accuracy of +/- 6 seconds.
 MF0314
 MF0314.The orthometric height was computed from unverified reset data.
 MF0314
 MF0314.The geoid height was determined by GEOID03.
 MF0314
 MF0314;                    North         East    Units  Estimated Accuracy
 MF0314;SPC IL E     -   509,830.      306,730.      MT  (+/- 180 meters Scaled)
 MF0314
 MF0314                          SUPERSEDED SURVEY CONTROL
 MF0314
 MF0314.No superseded survey control is available for this station.
 MF0314
 MF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL950682(NAD 83)
 MF0314_MARKER: DR = REFERENCE MARK DISK
 MF0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0314_STAMPING: BRAID 2 NO 4 1965
 MF0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0314+STABILITY: SURFACE MOTION
 MF0314
 MF0314  HISTORY     - Date     Condition        Report By
 MF0314  HISTORY     - 1965     MONUMENTED       CGS
 MF0314  HISTORY     - 1979     POOR             USGS
 MF0314
 MF0314                          STATION DESCRIPTION
 MF0314
 MF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MF0314'2.2 MI SW FROM BRAIDWOOD.
 MF0314'0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 129, FROM ITS JUNCTION WITH
 MF0314'STATE HIGHWAY 113 JUST SOUTHWEST OF THE RAIL ROAD STATION, THENCE
 MF0314'WEST ALONG A SURFACED ROAD FOR 1.5 MILES TO THE OVERPASS OVER
 MF0314'INTERSTATE 55, CONTINUE WEST FOR 0.35 MILE TO THE MARK ON THE
 MF0314'LEFT.  THE MARK IS 66.60 FEET WEST OF TRIANGULATION STATION BRAID
 MF0314'2, 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND PROJECTS 3
 MF0314'INCHES.  A STANDARD REFERENCE MARK DISK, STAMPED BRAID 2 NO 4
 MF0314'1965 AND SET IN THE TOP OF A CONCRETE POST.
 MF0314
 MF0314                          STATION RECOVERY (1979)
 MF0314
 MF0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0314'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0319 ***********************************************************************
 MF0319  DESIGNATION -  BRAID RM 1
 MF0319  PID         -  MF0319
 MF0319  STATE/COUNTY-  IL/GRUNDY
 MF0319  USGS QUAD   -  COAL CITY (1993)
 MF0319
 MF0319                         *CURRENT SURVEY CONTROL
 MF0319  ___________________________________________________________________
 MF0319* NAD 83(1986)-  41 15 33.     (N)    088 15 11.     (W)     SCALED    
 MF0319* NAVD 88     -       176.230  (meters)     578.18   (feet)  ADJUSTED  
 MF0319  ___________________________________________________________________
 MF0319  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF0319  DYNAMIC HT  -         176.162 (meters)     577.96  (feet)  COMP
 MF0319  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MF0319
 MF0319  VERT ORDER  -  SECOND    CLASS 0
 MF0319
 MF0319.The horizontal coordinates were scaled from a topographic map and have
 MF0319.an estimated accuracy of +/- 6 seconds.
 MF0319
 MF0319.The orthometric height was determined by differential leveling
 MF0319.and adjusted by the National Geodetic Survey in June 1991..
 MF0319
 MF0319.The geoid height was determined by GEOID03.
 MF0319
 MF0319.The dynamic height is computed by dividing the NAVD 88
 MF0319.geopotential number by the normal gravity value computed on the
 MF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0319.degrees latitude (g = 980.6199 gals.).
 MF0319
 MF0319.The modeled gravity was interpolated from observed gravity values.
 MF0319
 MF0319;                    North         East    Units  Estimated Accuracy
 MF0319;SPC IL E     -   509,830.      306,730.      MT  (+/- 180 meters Scaled)
 MF0319
 MF0319                          SUPERSEDED SURVEY CONTROL
 MF0319
 MF0319  NGVD 29 (??/??/92)  176.31   (m)          578.4    (f) COMPUTED    2 0
 MF0319
 MF0319.Superseded values are not recommended for survey control.
 MF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0319.See file dsdata.txt to determine how the superseded data were derived.
 MF0319
 MF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL950682(NAD 83)
 MF0319_MARKER: DR = REFERENCE MARK DISK
 MF0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0319_STAMPING: BRAID NO 1 1960
 MF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0319+STABILITY: SURFACE MOTION
 MF0319
 MF0319  HISTORY     - Date     Condition        Report By
 MF0319  HISTORY     - 1960     MONUMENTED       CGS
 MF0319  HISTORY     - 1961     GOOD             NGS
 MF0319
 MF0319                          STATION DESCRIPTION
 MF0319
 MF0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0319'2.2 MI SW FROM BRAIDWOOD.
 MF0319'ABOUT 0.5 MILES WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 MF0319'BRAIDWOOD THENCE 0.3 MILE SOUTH ALONG DIVISION STREET, THENCE 1.1
 MF0319'MILES WEST ALONG A BLACK TOP ROAD TO THE OVERPASS OVER U.S. HIGHWAY
 MF0319'66, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.05 MILE
 MF0319'WEST OF A FARM HOUSE SOUTH OF THE ROAD, 22 FEET SOUTH OF THE
 MF0319'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 105 FEET EAST OF
 MF0319'THE THIRD TELEPHONE POLE WEST OF THE FARM HOUSE, 53.5 FEET SOUTHWEST
 MF0319'OF THE THIRD POWER POLE WEST OF THE FARM HOUSE, 88.2 FEET EAST
 MF0319'OF TRAVERSE STATION BRAID, 83.4 FEET EAST OF A METAL WITNESS
 MF0319'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MF0319'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0317 ***********************************************************************
 MF0317  DESIGNATION -  BRAID RM 2
 MF0317  PID         -  MF0317
 MF0317  STATE/COUNTY-  IL/GRUNDY
 MF0317  USGS QUAD   -  COAL CITY (1993)
 MF0317
 MF0317                         *CURRENT SURVEY CONTROL
 MF0317  ___________________________________________________________________
 MF0317* NAD 83(1986)-  41 15 33.     (N)    088 15 11.     (W)     SCALED    
 MF0317* NAVD 88     -       176.342  (meters)     578.55   (feet)  ADJUSTED  
 MF0317  ___________________________________________________________________
 MF0317  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF0317  DYNAMIC HT  -         176.274 (meters)     578.33  (feet)  COMP
 MF0317  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MF0317
 MF0317  VERT ORDER  -  SECOND    CLASS 0
 MF0317
 MF0317.The horizontal coordinates were scaled from a topographic map and have
 MF0317.an estimated accuracy of +/- 6 seconds.
 MF0317
 MF0317.The orthometric height was determined by differential leveling
 MF0317.and adjusted by the National Geodetic Survey in June 1991..
 MF0317
 MF0317.The geoid height was determined by GEOID03.
 MF0317
 MF0317.The dynamic height is computed by dividing the NAVD 88
 MF0317.geopotential number by the normal gravity value computed on the
 MF0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0317.degrees latitude (g = 980.6199 gals.).
 MF0317
 MF0317.The modeled gravity was interpolated from observed gravity values.
 MF0317
 MF0317;                    North         East    Units  Estimated Accuracy
 MF0317;SPC IL E     -   509,830.      306,730.      MT  (+/- 180 meters Scaled)
 MF0317
 MF0317                          SUPERSEDED SURVEY CONTROL
 MF0317
 MF0317  NGVD 29 (??/??/92)  176.42   (m)          578.8    (f) COMPUTED    2 0
 MF0317
 MF0317.Superseded values are not recommended for survey control.
 MF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0317.See file dsdata.txt to determine how the superseded data were derived.
 MF0317
 MF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL950682(NAD 83)
 MF0317_MARKER: DR = REFERENCE MARK DISK
 MF0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0317_STAMPING: BRAID NO 2 1960
 MF0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0317+STABILITY: SURFACE MOTION
 MF0317
 MF0317  HISTORY     - Date     Condition        Report By
 MF0317  HISTORY     - 1960     MONUMENTED       CGS
 MF0317  HISTORY     - 1961     GOOD             NGS
 MF0317
 MF0317                          STATION DESCRIPTION
 MF0317
 MF0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0317'2.2 MI SW FROM BRAIDWOOD.
 MF0317'ABOUT 0.5 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 MF0317'BRAIDWOOD, THENCE 0.3 MILE SOUTH ALONG DIVISION STREET, THENCE
 MF0317'1.1 MILES WEST ALONG A BLACK TOP ROAD TO THE OVERPASS OVER U.S.
 MF0317'HIGHWAY 66, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.05
 MF0317'MILE WEST OF A FARM HOUSE SOUTH OF THE ROAD, 20.5 FEET NORTH OF THE
 MF0317'CENTER LINE OF THE ROAD, 48 FEET NORTHWEST OF THE THIRD TELEPHONE
 MF0317'POLE WEST OF THE FARM HOUSE, 40.3 FEET NORTH-NORTHWEST OF TRAVERSE
 MF0317'STATION BRAID, 42.2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST,
 MF0317'ABOUT 0.5 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 MF0317'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1420 ***********************************************************************
 MF1420  DESIGNATION -  BRAIDWOOD MUNICIPAL TANK
 MF1420  PID         -  MF1420
 MF1420  STATE/COUNTY-  IL/WILL
 MF1420  USGS QUAD   -  WILMINGTON (1993)
 MF1420
 MF1420                         *CURRENT SURVEY CONTROL
 MF1420  ___________________________________________________________________
 MF1420* NAD 83(1997)-  41 15 50.86850(N)    088 13 04.94349(W)     ADJUSTED  
 MF1420* NAVD 88     -                                                        
 MF1420  ___________________________________________________________________
 MF1420  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MF1420  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF1420
 MF1420  HORZ ORDER  -  THIRD
 MF1420
 MF1420.The horizontal coordinates were established by classical geodetic methods
 MF1420.and adjusted by the National Geodetic Survey in October 1999..
 MF1420
 MF1420
 MF1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1420
 MF1420.The geoid height was determined by GEOID03.
 MF1420
 MF1420;                    North         East     Units Scale Factor Converg.
 MF1420;SPC IL E     -   510,380.834   309,661.170   MT  0.99997615   +0 04 33.7
 MF1420;SPC IL E     - 1,674,474.45  1,015,946.69   sFT  0.99997615   +0 04 33.7
 MF1420;UTM  16      - 4,568,794.018   397,970.000   MT  0.99972812   -0 48 12.3
 MF1420
 MF1420                          SUPERSEDED SURVEY CONTROL
 MF1420
 MF1420  NAD 83(1997)-  41 15 50.86684(N)    088 13 04.94422(W) AD(       ) 4
 MF1420  NAD 83(1986)-  41 15 50.87079(N)    088 13 04.95976(W) AD(       ) 4
 MF1420  NAD 27      -  41 15 50.71500(N)    088 13 04.72400(W) AD(       ) 3
 MF1420
 MF1420.Superseded values are not recommended for survey control.
 MF1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1420.See file dsdata.txt to determine how the superseded data were derived.
 MF1420
 MF1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9797068794(NAD 83)
 MF1420_MARKER: 53 = ELEVATED TANK
 MF1420
 MF1420  HISTORY     - Date     Condition        Report By
 MF1420  HISTORY     - 1960     FIRST OBSERVED   CGS
 MF1420
 MF1420                          STATION DESCRIPTION
 MF1420
 MF1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1420'STATION IS LOCATED IN THE BUSINESS SECTION OF BRAIDWOOD AND
 MF1420'ABOUT 0.05 MILE WEST OF THE BRAIDWOOD POST OFFICE.
 MF1420'
 MF1420'THE TANK IS PAINTED SILVER, IS SUPPORTED BY 4 LEGS AND IS
 MF1420'APPROXIMATELY 125 FEET HIGH.  BRAIDWOOD IS PAINTED ON THE NORTH
 MF1420'AND SOUTH SIDES OF TANK WITH BLACK LETTERING.
 MF1420'
 MF1420'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1451 ***********************************************************************
 LC1451  DESIGNATION -  BRAMBLE
 LC1451  PID         -  LC1451
 LC1451  STATE/COUNTY-  IL/PEORIA
 LC1451  USGS QUAD   -  OAK HILL (1997)
 LC1451
 LC1451                         *CURRENT SURVEY CONTROL
 LC1451  ___________________________________________________________________
 LC1451* NAD 83(1997)-  40 48 30.75166(N)    089 48 43.89630(W)     ADJUSTED  
 LC1451* NAVD 88     -       207.939  (meters)     682.21   (feet)  ADJUSTED  
 LC1451  ___________________________________________________________________
 LC1451  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LC1451  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LC1451  DYNAMIC HT  -         207.845 (meters)     681.90  (feet)  COMP
 LC1451  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 LC1451
 LC1451  HORZ ORDER  -  SECOND
 LC1451  VERT ORDER  -  SECOND    CLASS 0
 LC1451
 LC1451.The horizontal coordinates were established by classical geodetic methods
 LC1451.and adjusted by the National Geodetic Survey in October 1999..
 LC1451
 LC1451.The orthometric height was determined by differential leveling
 LC1451.and adjusted by the National Geodetic Survey in June 1991..
 LC1451
 LC1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1451
 LC1451.The geoid height was determined by GEOID03.
 LC1451
 LC1451.The dynamic height is computed by dividing the NAVD 88
 LC1451.geopotential number by the normal gravity value computed on the
 LC1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1451.degrees latitude (g = 980.6199 gals.).
 LC1451
 LC1451.The modeled gravity was interpolated from observed gravity values.
 LC1451
 LC1451;                    North         East     Units Scale Factor Converg.
 LC1451;SPC IL W     -   459,825.449   729,908.074   MT  0.99995218   +0 13 54.0
 LC1451;SPC IL W     - 1,508,610.66  2,394,706.74   sFT  0.99995218   +0 13 54.0
 LC1451;UTM  16      - 4,521,309.840   262,793.109   MT  1.00029261   -1 50 19.4
 LC1451
 LC1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1451!SPC IL W     -   0.99997256  x   0.99995218  =   0.99992475
 LC1451!UTM  16      -   0.99997256  x   1.00029261  =   1.00026517
 LC1451
 LC1451|---------------------------------------------------------------------|
 LC1451| PID    Reference Object                     Distance      Geod. Az  |
 LC1451|                                                           dddmmss.s |
 LC1451| LC1453 BRAMBLE RM 1                         22.365 METERS 04748     |
 LC1451| LC1466 HANLON                              APPROX. 4.7 KM 1354839.2 |
 LC1451| LC1452 BRAMBLE RM 2                         20.062 METERS 31415     |
 LC1451| CI6753 BRAMBLE AZ MK                                      3240528.8 |
 LC1451|---------------------------------------------------------------------|
 LC1451
 LC1451                          SUPERSEDED SURVEY CONTROL
 LC1451
 LC1451  NAD 83(1997)-  40 48 30.75468(N)    089 48 43.89743(W) AD(       ) 2
 LC1451  NAD 83(1986)-  40 48 30.75917(N)    089 48 43.89878(W) AD(       ) 2
 LC1451  NAD 27      -  40 48 30.62720(N)    089 48 43.51720(W) AD(       ) 2
 LC1451  NGVD 29 (??/??/92)  208.022  (m)          682.49   (f) ADJ UNCH    2 0
 LC1451
 LC1451.Superseded values are not recommended for survey control.
 LC1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1451.See file dsdata.txt to determine how the superseded data were derived.
 LC1451
 LC1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6279321310(NAD 83)
 LC1451_MARKER: DS = TRIANGULATION STATION DISK
 LC1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1451_STAMPING: BRAMBLE 1959
 LC1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1451+STABILITY: SURFACE MOTION
 LC1451
 LC1451  HISTORY     - Date     Condition        Report By
 LC1451  HISTORY     - 1959     MONUMENTED       CGS
 LC1451  HISTORY     - 1959     GOOD             CGS
 LC1451  HISTORY     - 1976     GOOD             ILDT
 LC1451  HISTORY     - 19981214 GOOD             USPSQD
 LC1451
 LC1451                          STATION DESCRIPTION
 LC1451
 LC1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1451'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF BRIMFIELD
 LC1451'AND 3-1/2 MILES NORTHWEST OF KICKAPOO.
 LC1451'
 LC1451'TO REACH THE STATION FROM THE MAIN INTERSECTION (WARNERS
 LC1451'MARKET) IN KICKAPOO, GO NORTHWESTERLY ON U.S. HIGHWAY 150
 LC1451'FOR 2.75 MILES TO STEEL BRIDGE OVER THE KICKAPOO CREEK,
 LC1451'CONTINUE NORTHWEST ON U.S. HIGHWAY 150 FOR 0.8 MILE TO TOP OF
 LC1451'GRADE AND THE STATION ON THE LEFT AS DESCRIBED.
 LC1451'
 LC1451'THE STATION IS A STANDARD DISK SET IN TOP OF A 12 X 12 INCH
 LC1451'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS
 LC1451'STAMPED BRAMBLE 1959.  IT IS 118 FEET NORTHEAST OF THE NORTHEAST
 LC1451'CORNER OF BARN, 35 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 LC1451'OF U.S. HIGHWAY 150, 21 FEET EAST OF TELEPHONE POLE AND 1.5
 LC1451'FEET NORTHEAST OF WITNESS POST.
 LC1451'
 LC1451'REFERENCE MARK NO. 1 IS 62 FEET SOUTHEAST OF POWER LINE POLE
 LC1451'AND 39 FEET NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 150.
 LC1451'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 LC1451'12 X 12 INCH CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC1451'OF THE GROUND AND THE DISK IS STAMPED BRAMBLE NO. 1 1959.
 LC1451'
 LC1451'REFERENCE MARK NO. 2 IS 45 FEET NORTHWEST OF TELEPHONE POLE,
 LC1451'39 FEET SOUTHWEST OF APPROXIMATE CENTER OF U.S. HIGHWAY 150
 LC1451'AND 2 FEET NORTH OF FENCE CORNER.  THE MARK IS A STANDARD
 LC1451'REFERENCE MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE
 LC1451'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LC1451'DISK IS STAMPED BRAMBLE NO. 2 1959.
 LC1451'
 LC1451'AZIMUTH MARK IS 39 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 LC1451'CENTER OF U.S. HIGHWAY 150, 19 FEET NORTHWEST OF THE CENTER
 LC1451'OF FIELD DRIVEWAY, 2.3 FEET SOUTH OF POWER LINE POLE AND 1.1
 LC1451'FEET SOUTHWEST OF WITNESS POST.  THE MARK IS A STANDARD
 LC1451'AZIMUTH MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE
 LC1451'POST PROJECTING ABOUT 4 INCHES AND THE DISK IS STAMPED BRAMBLE
 LC1451'1959.
 LC1451'
 LC1451'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 LC1451'ON U.S. HIGHWAY 150 FOR 0.15 MILE TO THE MARK ON RIGHT
 LC1451'AS DESCRIBED.
 LC1451'
 LC1451'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 LC1451
 LC1451                          STATION RECOVERY (1959)
 LC1451
 LC1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC1451'3.6 MI SE FROM BRIMFIELD.
 LC1451'ABOUT 3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1451'STATION AT BRIMFIELD, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LC1451'HIGHWAY, 64 1/2 FEET SOUTHEAST OF A FENCE CORNER, 21 FEET SOUTHEAST
 LC1451'OF A TELEPHONE POLE, 210 FEET NORTHWEST OF THE CENTER LINE OF A
 LC1451'FARM DRIVEWAY TO A HOUSE, 1.5 FEET NORTHEAST OF A METAL WITNESS
 LC1451'POST.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND,
 LC1451'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LC1451
 LC1451                          STATION RECOVERY (1976)
 LC1451
 LC1451'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976 (KEY)
 LC1451'BRAMBLE 1959 RECOVERED GOOD.
 LC1451'
 LC1451'BRAMBLE NO. 1 1959 RECOVERED GOOD.
 LC1451'
 LC1451'BRAMBLE NO. 2 1959 RECOVERED GOOD.
 LC1451'
 LC1451'BRAMBLE 1959 (AZI) RECOVERED GOOD.
 LC1451'
 LC1451'IN DESCRIPTION FOR STA. BRAMBLE.  21 FEET E. OF TELEPHONE POLE,
 LC1451'SHOULD BE DELETED AND 101.2 FEET N.W. OF POWER POLE SHOULD BE ADDED.
 LC1451'IN REF. MK. NO. 2.  IS 45 FEET N.W. OF TELEPHONE POLE, SHOULD BE
 LC1451'DELETED.  IN AZIMUTH MARK.  SHOULD READ 3.6 FEET S.E. OF
 LC1451'POWER LINE POLE.
 LC1451'
 LC1451'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MI NORTHWEST OF
 LC1451'KICKAPOO.
 LC1451
 LC1451                          STATION RECOVERY (1998)
 LC1451
 LC1451'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1453 ***********************************************************************
 LC1453  DESIGNATION -  BRAMBLE RM 1
 LC1453  PID         -  LC1453
 LC1453  STATE/COUNTY-  IL/PEORIA
 LC1453  USGS QUAD   -  OAK HILL (1997)
 LC1453
 LC1453                         *CURRENT SURVEY CONTROL
 LC1453  ___________________________________________________________________
 LC1453* NAD 83(1986)-  40 48 30.     (N)    089 48 43.     (W)     SCALED    
 LC1453* NAVD 88     -       206.794  (meters)     678.46   (feet)  ADJUSTED  
 LC1453  ___________________________________________________________________
 LC1453  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LC1453  DYNAMIC HT  -         206.700 (meters)     678.15  (feet)  COMP
 LC1453  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 LC1453
 LC1453  VERT ORDER  -  SECOND    CLASS 0
 LC1453
 LC1453.The horizontal coordinates were scaled from a topographic map and have
 LC1453.an estimated accuracy of +/- 6 seconds.
 LC1453
 LC1453.The orthometric height was determined by differential leveling
 LC1453.and adjusted by the National Geodetic Survey in June 1991..
 LC1453
 LC1453.The geoid height was determined by GEOID03.
 LC1453
 LC1453.The dynamic height is computed by dividing the NAVD 88
 LC1453.geopotential number by the normal gravity value computed on the
 LC1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1453.degrees latitude (g = 980.6199 gals.).
 LC1453
 LC1453.The modeled gravity was interpolated from observed gravity values.
 LC1453
 LC1453;                    North         East    Units  Estimated Accuracy
 LC1453;SPC IL W     -   459,800.      729,930.      MT  (+/- 180 meters Scaled)
 LC1453
 LC1453                          SUPERSEDED SURVEY CONTROL
 LC1453
 LC1453  NGVD 29 (??/??/92)  206.877  (m)          678.73   (f) ADJ UNCH    2 0
 LC1453
 LC1453.Superseded values are not recommended for survey control.
 LC1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1453.See file dsdata.txt to determine how the superseded data were derived.
 LC1453
 LC1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL628212(NAD 83)
 LC1453_MARKER: DR = REFERENCE MARK DISK
 LC1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1453_STAMPING: BRAMBLE NO 1 1959
 LC1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1453+STABILITY: SURFACE MOTION
 LC1453
 LC1453  HISTORY     - Date     Condition        Report By
 LC1453  HISTORY     - 1959     MONUMENTED       CGS
 LC1453  HISTORY     - 19981214 GOOD             USPSQD
 LC1453
 LC1453                          STATION DESCRIPTION
 LC1453
 LC1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1453'3.6 MI SE FROM BRIMFIELD.
 LC1453'ABOUT 3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1453'STATION AT BRIMFIELD, 38 FEET NORTHEAST OF THE CENTER LINE OF THE
 LC1453'HIGHWAY, 102 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER,
 LC1453'210 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF THE DRIVEWAY TO
 LC1453'A FARM HOUSE, 73 1/2 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 LC1453'TRIANGULATION STATION BRAMBLE, 75.0 FEET NORTHEAST OF A METAL
 LC1453'WITNESS POST.  ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET
 LC1453'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LC1453
 LC1453                          STATION RECOVERY (1998)
 LC1453
 LC1453'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1452 ***********************************************************************
 LC1452  DESIGNATION -  BRAMBLE RM 2
 LC1452  PID         -  LC1452
 LC1452  STATE/COUNTY-  IL/PEORIA
 LC1452  USGS QUAD   -  OAK HILL (1997)
 LC1452
 LC1452                         *CURRENT SURVEY CONTROL
 LC1452  ___________________________________________________________________
 LC1452* NAD 83(1986)-  40 48 30.     (N)    089 48 43.     (W)     SCALED    
 LC1452* NAVD 88     -       206.852  (meters)     678.65   (feet)  ADJUSTED  
 LC1452  ___________________________________________________________________
 LC1452  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LC1452  DYNAMIC HT  -         206.758 (meters)     678.34  (feet)  COMP
 LC1452  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 LC1452
 LC1452  VERT ORDER  -  SECOND    CLASS 0
 LC1452
 LC1452.The horizontal coordinates were scaled from a topographic map and have
 LC1452.an estimated accuracy of +/- 6 seconds.
 LC1452
 LC1452.The orthometric height was determined by differential leveling
 LC1452.and adjusted by the National Geodetic Survey in June 1991..
 LC1452
 LC1452.The geoid height was determined by GEOID03.
 LC1452
 LC1452.The dynamic height is computed by dividing the NAVD 88
 LC1452.geopotential number by the normal gravity value computed on the
 LC1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1452.degrees latitude (g = 980.6199 gals.).
 LC1452
 LC1452.The modeled gravity was interpolated from observed gravity values.
 LC1452
 LC1452;                    North         East    Units  Estimated Accuracy
 LC1452;SPC IL W     -   459,800.      729,930.      MT  (+/- 180 meters Scaled)
 LC1452
 LC1452                          SUPERSEDED SURVEY CONTROL
 LC1452
 LC1452  NGVD 29 (??/??/92)  206.935  (m)          678.92   (f) ADJ UNCH    2 0
 LC1452
 LC1452.Superseded values are not recommended for survey control.
 LC1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1452.See file dsdata.txt to determine how the superseded data were derived.
 LC1452
 LC1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL628212(NAD 83)
 LC1452_MARKER: DR = REFERENCE MARK DISK
 LC1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1452_STAMPING: BRAMBLE NO 2 1959
 LC1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1452+STABILITY: SURFACE MOTION
 LC1452
 LC1452  HISTORY     - Date     Condition        Report By
 LC1452  HISTORY     - 1959     MONUMENTED       CGS
 LC1452  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1452
 LC1452                          STATION DESCRIPTION
 LC1452
 LC1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1452'3.6 MI SE FROM BRIMFIELD.
 LC1452'ABOUT 3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1452'STATION AT BRIMFIELD, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LC1452'HIGHWAY, 2 FEET NORTHWEST OF A FENCE CORNER, 45 FEET NORTHWEST OF
 LC1452'A TELEPHONE POLE, 270 FEET NORTHWEST OF THE CENTER LINE OF A
 LC1452'DRIVEWAY TO A FARM HOUSE, 65.8 FEET NORTHWEST OF TRIANGULATION
 LC1452'STATION BRAMBLE, 65.7 FEET NORTHWEST OF A METAL WITNESS POST,
 LC1452'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 LC1452'CONCRETE POST PROJECTING  1 INCH.
 LC1452
 LC1452                          STATION RECOVERY (1998)
 LC1452
 LC1452'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2846 ***********************************************************************
 ME2846  DESIGNATION -  BRANDS
 ME2846  PID         -  ME2846
 ME2846  STATE/COUNTY-  IL/COOK
 ME2846  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2846
 ME2846                         *CURRENT SURVEY CONTROL
 ME2846  ___________________________________________________________________
 ME2846* NAD 83(1997)-  41 56 30.10865(N)    087 41 57.68047(W)     ADJUSTED  
 ME2846* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 ME2846  ___________________________________________________________________
 ME2846  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ME2846  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2846
 ME2846  HORZ ORDER  -  FIRST
 ME2846
 ME2846.The horizontal coordinates were established by classical geodetic methods
 ME2846.and adjusted by the National Geodetic Survey in October 1999..
 ME2846
 ME2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2846
 ME2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2846
 ME2846.The geoid height was determined by GEOID03.
 ME2846
 ME2846;                    North         East     Units Scale Factor Converg.
 ME2846;SPC IL E     -   585,821.286   352,572.253   MT  1.00000900   +0 25 25.5
 ME2846;SPC IL E     - 1,921,982.00  1,156,730.80   sFT  1.00000900   +0 25 25.5
 ME2846;UTM  16      - 4,643,539.406   442,028.029   MT  0.99964135   -0 28 02.8
 ME2846
 ME2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2846!SPC IL E     -   0.99997704  x   1.00000900  =   0.99998604
 ME2846!UTM  16      -   0.99997704  x   0.99964135  =   0.99961839
 ME2846
 ME2846:                Primary Azimuth Mark                     Grid Az
 ME2846:SPC IL E     -  STD 248 COC                              012 03 57.5
 ME2846:UTM  16      -  STD 248 COC                              012 57 25.8
 ME2846
 ME2846|---------------------------------------------------------------------|
 ME2846| PID    Reference Object                     Distance      Geod. Az  |
 ME2846|                                                           dddmmss.s |
 ME2846| ME2842 STD 248 COC                         APPROX. 0.6 KM 0122923.0 |
 ME2846| CM2808 BRANDS RM 1                          32.221 METERS 08637     |
 ME2846| CM2809 BRANDS RM 2                          28.515 METERS 19157     |
 ME2846| ME2861 KELVYN                              APPROX. 3.5 KM 2453429.8 |
 ME2846|---------------------------------------------------------------------|
 ME2846
 ME2846                          SUPERSEDED SURVEY CONTROL
 ME2846
 ME2846  NAD 83(1997)-  41 56 30.10882(N)    087 41 57.68096(W) AD(       ) 1
 ME2846  NAD 83(1997)-  41 56 30.11198(N)    087 41 57.69419(W) AD(       ) 1
 ME2846  NAD 83(1986)-  41 56 30.11301(N)    087 41 57.69341(W) AD(       ) 1
 ME2846  NAD 27      -  41 56 29.99654(N)    087 41 57.49013(W) AD(       ) 1
 ME2846  NGVD 29 (07/19/86)  180.1    (m)          591.     (f) VERT ANG       
 ME2846
 ME2846.Superseded values are not recommended for survey control.
 ME2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2846.See file dsdata.txt to determine how the superseded data were derived.
 ME2846
 ME2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4202843539(NAD 83)
 ME2846_MARKER: DD = SURVEY DISK
 ME2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2846
 ME2846  HISTORY     - Date     Condition        Report By
 ME2846  HISTORY     - 1977     MONUMENTED       NGS
 ME2846
 ME2846                          STATION DESCRIPTION
 ME2846
 ME2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2846'THE STATION IS LOCATED IN THE NORTH SECTION OF CHICAGO,
 ME2846'ALONG THE SOUTH EDGE OF WEST HENDERSON STREET, AT THE NORTH
 ME2846'EDGE OF BRANDS CITY PARK. ADDRESS FOR THE STATION IS 2815
 ME2846'WEST HENDERSON STREET.
 ME2846'
 ME2846'STATION MARKS, STAMPED---BRANDS 1977---, ARE STANDARD DISKS.
 ME2846'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2846'CONCRETE MONUMENT THAT IS 6 INCHES BELOW A CAST IRON COVER
 ME2846'WITH THE LETTERING, NATIONAL GEODETIC SURVEY.
 ME2846'IT IS 64 FEET SOUTH OF THE CENTER
 ME2846'OF WEST HENDERSON STREET, 36 FEET SOUTHEAST OF THE NORTHEAST
 ME2846'CORNER OF A TENNIS COURT AND 22 FEET SOUTHWEST OF A LIGHT
 ME2846'POLE. THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 ME2846'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 ME2846'
 ME2846'REFERENCE MARK 1, STAMPED---BRANDS NO 1 1977---, IS A STANDARD
 ME2846'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2846'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 56 FEET
 ME2846'SOUTH OF THE CENTER OF WEST HENDERSON STREET AND 1 FOOT SOUTH
 ME2846'OF A FENCELINE AROUND A BALL PARK.
 ME2846'
 ME2846'REFERENCE MARK 2, STAMPED---BRANDS NO 2 1977---, IS A STANDARD
 ME2846'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ME2846'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 5 FEET NORTHEAST
 ME2846'OF THE SOUTHEAST CORNER OF THE TENNIS COURT.
 ME2846'
 ME2846'NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK.
 ME2846'
 ME2846'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1856 ***********************************************************************
 HB1856  DESIGNATION -  BRAZIER R 9 09
 HB1856  PID         -  HB1856
 HB1856  STATE/COUNTY-  IL/GALLATIN
 HB1856  USGS QUAD   -  SALINE MINES (1996)
 HB1856
 HB1856                         *CURRENT SURVEY CONTROL
 HB1856  ___________________________________________________________________
 HB1856* NAD 83(1997)-  37 37 21.68389(N)    088 11 03.17910(W)     ADJUSTED  
 HB1856* NAVD 88     -       108.5    (meters)     356.     (feet)  GPS OBS   
 HB1856  ___________________________________________________________________
 HB1856  X           -     160,273.540 (meters)                     COMP
 HB1856  Y           -  -5,055,626.109 (meters)                     COMP
 HB1856  Z           -   3,872,406.484 (meters)                     COMP
 HB1856  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 HB1856  ELLIP HEIGHT-          78.74  (meters)          (03/08/05) GPS OBS
 HB1856  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HB1856
 HB1856  HORZ ORDER  -  FIRST
 HB1856  ELLP ORDER  -  FOURTH    CLASS I
 HB1856
 HB1856.The horizontal coordinates were established by classical geodetic methods
 HB1856.and adjusted by the National Geodetic Survey in October 1999..
 HB1856
 HB1856.The orthometric height was determined by GPS observations and a
 HB1856.high-resolution geoid model.
 HB1856
 HB1856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1856
 HB1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1856
 HB1856.The ellipsoidal height was determined by GPS observations
 HB1856.and is referenced to NAD 83.
 HB1856
 HB1856.The geoid height was determined by GEOID03.
 HB1856
 HB1856;                    North         East     Units Scale Factor Converg.
 HB1856;SPC IL E     -   106,107.618   313,163.800   MT  0.99997713   +0 05 27.7
 HB1856;SPC IL E     -   348,121.41  1,027,438.23   sFT  0.99997713   +0 05 27.7
 HB1856;SPC KY1Z     - 1,145,898.329 1,285,148.704   MT  0.99991470   -1 29 40.2
 HB1856;SPC KY1Z     - 3,759,501.43  4,216,358.71   sFT  0.99991470   -1 29 40.2
 HB1856;SPC KY S     -   645,855.341   285,138.798   MT  0.99995804   -1 28 34.5
 HB1856;SPC KY S     - 2,118,943.73    935,492.87   sFT  0.99995804   -1 28 34.5
 HB1856;UTM  16      - 4,164,612.359   395,496.613   MT  0.99973452   -0 43 22.7
 HB1856
 HB1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1856!SPC IL E     -   0.99998764  x   0.99997713  =   0.99996477
 HB1856!SPC KY1Z     -   0.99998764  x   0.99991470  =   0.99990235
 HB1856!SPC KY S     -   0.99998764  x   0.99995804  =   0.99994568
 HB1856!UTM  16      -   0.99998764  x   0.99973452  =   0.99972217
 HB1856
 HB1856:                Primary Azimuth Mark                     Grid Az
 HB1856:SPC IL E     -  BRAZIER R 9 09 AZ MK                     005 50 25.6
 HB1856:SPC KY1Z     -  BRAZIER R 9 09 AZ MK                     007 25 33.5
 HB1856:SPC KY S     -  BRAZIER R 9 09 AZ MK                     007 24 27.8
 HB1856:UTM  16      -  BRAZIER R 9 09 AZ MK                     006 39 16.0
 HB1856
 HB1856|---------------------------------------------------------------------|
 HB1856| PID    Reference Object                     Distance      Geod. Az  |
 HB1856|                                                           dddmmss.s |
 HB1856| HB1855 BRAZIER R 9 09 AZ MK                APPROX. 0.6 KM 0055553.3 |
 HB1856|---------------------------------------------------------------------|
 HB1856
 HB1856                          SUPERSEDED SURVEY CONTROL
 HB1856
 HB1856  NAD 83(1997)-  37 37 21.68495(N)    088 11 03.17900(W) AD(       ) 1
 HB1856  NAD 83(1997)-  37 37 21.68763(N)    088 11 03.17919(W) AD(       ) 1
 HB1856  NAD 83(1986)-  37 37 21.69450(N)    088 11 03.18062(W) AD(       ) 1
 HB1856
 HB1856.Superseded values are not recommended for survey control.
 HB1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1856.See file dsdata.txt to determine how the superseded data were derived.
 HB1856
 HB1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9549764612(NAD 83)
 HB1856_MARKER: I = METAL ROD
 HB1856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1856_SP_SET: STAINLESS STEEL ROD
 HB1856_STAMPING: BRAZIER R-9-09 1991
 HB1856_MARK LOGO: USFS  
 HB1856_PROJECTION: FLUSH
 HB1856_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1856+STABILITY: POSITION/ELEVATION WELL
 HB1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1856+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1992
 HB1856_ROD/PIPE-DEPTH: 13.9 meters
 HB1856
 HB1856  HISTORY     - Date     Condition        Report By
 HB1856  HISTORY     - 1991     MONUMENTED       USFS
 HB1856  HISTORY     - 19921210 GOOD
 HB1856
 HB1856                          STATION DESCRIPTION
 HB1856
 HB1856'DESCRIBED BY US FOREST SERVICE 1991
 HB1856'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 13 AND 45 LOCATED IN
 HB1856'HARRISBURG, IL GO EAST ON ROUTE 13, 35.7 KM (22.2 MI) TO A ROAD ON
 HB1856'THE LEFT (NORTH), OLD SHAWNEETOWN ROAD, TURN LEFT (NORTH) AND GO .16
 HB1856'KM (0.10 MI) TO A STOP SIGN, TURN RIGHT (EAST) AND GO .32 KM
 HB1856'(0.20 MI) TO A CROSSROADS, TURN RIGHT (SOUTH) AND GO 5.8 KM (3.6 MI)
 HB1856'TO THE STATION AZIMUTH ON THE LEFT (EAST)SIDE OF THE ROAD, CONTINUE
 HB1856'.64 KM (0.40 MI) TO THE STATION ON THE LEFT. STATION (BRAZIER) IS AN
 HB1856'ALUMINUM CYLINDER WITH ACCESS COVER, SET IN CONCRETE WITH CENTER
 HB1856'PUNCHED VERTICAL STAINLESS STEEL ROD INSIDE ACCESS COVER.
 HB1856'1.)  14.6M EAST OF THE CENTERLINE OF THE ROAD.
 HB1856'2.)  10.1M SOUTH OF A CONCRETE R.O.W. MARKER.
 HB1856'3.)  29.9M SOUTH OF A POWER POLE.
 HB1856
 HB1856                          STATION RECOVERY (1992)
 HB1856
 HB1856'RECOVERED 1992
 HB1856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1855 ***********************************************************************
 HB1855  DESIGNATION -  BRAZIER R 9 09 AZ MK
 HB1855  PID         -  HB1855
 HB1855  STATE/COUNTY-  IL/GALLATIN
 HB1855  USGS QUAD   -  SHAWNEETOWN (1996)
 HB1855
 HB1855                         *CURRENT SURVEY CONTROL
 HB1855  ___________________________________________________________________
 HB1855* NAD 83(1997)-  37 37 42.16525(N)    088 11 00.50361(W)     ADJUSTED  
 HB1855* NAVD 88     -       109.4    (meters)     359.     (feet)  GPS OBS   
 HB1855  ___________________________________________________________________
 HB1855  X           -     160,326.920 (meters)                     COMP
 HB1855  Y           -  -5,055,239.457 (meters)                     COMP
 HB1855  Z           -   3,872,907.177 (meters)                     COMP
 HB1855  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 HB1855  ELLIP HEIGHT-          79.67  (meters)          (03/08/05) GPS OBS
 HB1855  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HB1855
 HB1855  HORZ ORDER  -  FIRST
 HB1855  ELLP ORDER  -  FOURTH    CLASS I
 HB1855
 HB1855.The horizontal coordinates were established by classical geodetic methods
 HB1855.and adjusted by the National Geodetic Survey in October 1999..
 HB1855
 HB1855.The orthometric height was determined by GPS observations and a
 HB1855.high-resolution geoid model.
 HB1855
 HB1855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1855
 HB1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1855
 HB1855.The ellipsoidal height was determined by GPS observations
 HB1855.and is referenced to NAD 83.
 HB1855
 HB1855.The geoid height was determined by GEOID03.
 HB1855
 HB1855;                    North         East     Units Scale Factor Converg.
 HB1855;SPC IL E     -   106,739.155   313,228.399   MT  0.99997715   +0 05 29.4
 HB1855;SPC IL E     -   350,193.38  1,027,650.17   sFT  0.99997715   +0 05 29.4
 HB1855;SPC KY1Z     - 1,146,527.798 1,285,230.748   MT  0.99991426   -1 29 38.6
 HB1855;SPC KY1Z     - 3,761,566.62  4,216,627.88   sFT  0.99991426   -1 29 38.6
 HB1855;SPC KY S     -   646,484.863   285,220.645   MT  0.99995855   -1 28 32.9
 HB1855;SPC KY S     - 2,121,009.09    935,761.40   sFT  0.99995855   -1 28 32.9
 HB1855;UTM  16      - 4,165,242.762   395,570.160   MT  0.99973433   -0 43 21.4
 HB1855
 HB1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1855!SPC IL E     -   0.99998750  x   0.99997715  =   0.99996465
 HB1855!SPC KY1Z     -   0.99998750  x   0.99991426  =   0.99990176
 HB1855!SPC KY S     -   0.99998750  x   0.99995855  =   0.99994605
 HB1855!UTM  16      -   0.99998750  x   0.99973433  =   0.99972183
 HB1855
 HB1855:                Primary Azimuth Mark                     Grid Az
 HB1855:SPC IL E     -  BRAZIER R 9 09                           185 50 25.5
 HB1855:SPC KY1Z     -  BRAZIER R 9 09                           187 25 33.5
 HB1855:SPC KY S     -  BRAZIER R 9 09                           187 24 27.8
 HB1855:UTM  16      -  BRAZIER R 9 09                           186 39 16.3
 HB1855
 HB1855|---------------------------------------------------------------------|
 HB1855| PID    Reference Object                     Distance      Geod. Az  |
 HB1855|                                                           dddmmss.s |
 HB1855| HB1856 BRAZIER R 9 09                      APPROX. 0.6 KM 1855554.9 |
 HB1855|---------------------------------------------------------------------|
 HB1855
 HB1855                          SUPERSEDED SURVEY CONTROL
 HB1855
 HB1855  NAD 83(1997)-  37 37 42.16623(N)    088 11 00.50352(W) AD(       ) 1
 HB1855  NAD 83(1997)-  37 37 42.16896(N)    088 11 00.50368(W) AD(       ) 1
 HB1855  NAD 83(1986)-  37 37 42.17586(N)    088 11 00.50474(W) AD(       ) 1
 HB1855
 HB1855.Superseded values are not recommended for survey control.
 HB1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1855.See file dsdata.txt to determine how the superseded data were derived.
 HB1855
 HB1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9557065243(NAD 83)
 HB1855_MARKER: DD = SURVEY DISK
 HB1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1855_SP_SET: CONCRETE POST
 HB1855_STAMPING: BRAZIER AZIMUTH R-9-09 1991
 HB1855_MARK LOGO: USFS  
 HB1855_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1855+STABILITY: POSITION/ELEVATION WELL
 HB1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1855+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1992
 HB1855
 HB1855  HISTORY     - Date     Condition        Report By
 HB1855  HISTORY     - 1991     MONUMENTED       USFS
 HB1855  HISTORY     - 19921210 GOOD
 HB1855
 HB1855                          STATION DESCRIPTION
 HB1855
 HB1855'DESCRIBED BY US FOREST SERVICE 1991
 HB1855'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 13 AND 45 LOCATED IN
 HB1855'HARRISBURG, IL GO EAST ON ROUTE 13, 35.7 KM (22.2 MI) TO A ROAD ON
 HB1855'THE LEFT (NORTH), OLD SHAWNEETOWN ROAD, TURN LEFT (NORTH) AND GO .16
 HB1855'KM (0.10 MI) TO A STOP SIGN, TURN RIGHT (EAST) AND GO .32 KM
 HB1855'(0.20 MI) TO A CROSSROADS, TURN RIGHT (SOUTH) AND GO 5.8 KM (3.6 MI)
 HB1855'TO THE STATION AZIMUTH ON THE LEFT (EAST)SIDE OF THE ROAD.  STATION
 HB1855'AZIMUTH (BRAZIER) IS A CIRCULAR INSCRIBED ALUMINUM CAP WITH A CENTER
 HB1855'PUNCHED MARK, SET IN CONCRETE.
 HB1855'1.)  14.6M EAST OF THE CENTERLINE OF THE ROAD.
 HB1855'2.)  7.3M SOUTH OF THE SOUTH END OF A METAL DRAINAGE PIPE.
 HB1855'3.)  4.8M SOUTH OF A CORNER FENCE POST.
 HB1855
 HB1855                          STATION RECOVERY (1992)
 HB1855
 HB1855'RECOVERED 1992
 HB1855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1950 ***********************************************************************
 JB1950  DESIGNATION -  BREESE CATHOLIC CHURCH SPIRE
 JB1950  PID         -  JB1950
 JB1950  STATE/COUNTY-  IL/CLINTON
 JB1950  USGS QUAD   -  BREESE (1981)
 JB1950
 JB1950                         *CURRENT SURVEY CONTROL
 JB1950  ___________________________________________________________________
 JB1950* NAD 83(1997)-  38 36 32.06603(N)    089 31 44.75531(W)     ADJUSTED  
 JB1950* NAVD 88     -                                                        
 JB1950  ___________________________________________________________________
 JB1950  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 JB1950  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JB1950
 JB1950  HORZ ORDER  -  THIRD
 JB1950
 JB1950.The horizontal coordinates were established by classical geodetic methods
 JB1950.and adjusted by the National Geodetic Survey in October 1999..
 JB1950
 JB1950
 JB1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1950
 JB1950.The geoid height was determined by GEOID03.
 JB1950
 JB1950;                    North         East     Units Scale Factor Converg.
 JB1950;SPC IL W     -   215,748.738   755,529.962   MT  0.99997914   +0 23 52.3
 JB1950;SPC IL W     -   707,835.65  2,478,767.88   sFT  0.99997914   +0 23 52.3
 JB1950;UTM  16      - 4,276,411.977   279,784.452   MT  1.00019723   -1 34 43.7
 JB1950
 JB1950                          SUPERSEDED SURVEY CONTROL
 JB1950
 JB1950  NAD 83(1986)-  38 36 32.08343(N)    089 31 44.75231(W) AD(       ) 4
 JB1950  NAD 27      -  38 36 31.91600(N)    089 31 44.43500(W) AD(       ) 3
 JB1950
 JB1950.Superseded values are not recommended for survey control.
 JB1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1950.See file dsdata.txt to determine how the superseded data were derived.
 JB1950
 JB1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7978476412(NAD 83)
 JB1950_MARKER: 90 = CHURCH SPIRE
 JB1950
 JB1950  HISTORY     - Date     Condition        Report By
 JB1950  HISTORY     - 1881     FIRST OBSERVED   CGS
 JB1950
 JB1950                          STATION DESCRIPTION
 JB1950
 JB1950'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1953 ***********************************************************************
 JB1953  DESIGNATION -  BREESE CATHOLIC CHURCH SPIRE
 JB1953  PID         -  JB1953
 JB1953  STATE/COUNTY-  IL/CLINTON
 JB1953  USGS QUAD   -  BREESE (1981)
 JB1953
 JB1953                         *CURRENT SURVEY CONTROL
 JB1953  ___________________________________________________________________
 JB1953* NAD 83(1997)-  38 36 34.37891(N)    089 35 21.08937(W)     ADJUSTED  
 JB1953* NAVD 88     -                                                        
 JB1953  ___________________________________________________________________
 JB1953  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 JB1953  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 JB1953
 JB1953  HORZ ORDER  -  THIRD
 JB1953
 JB1953.The horizontal coordinates were established by classical geodetic methods
 JB1953.and adjusted by the National Geodetic Survey in October 1999..
 JB1953
 JB1953
 JB1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1953
 JB1953.The geoid height was determined by GEOID03.
 JB1953
 JB1953;                    North         East     Units Scale Factor Converg.
 JB1953;SPC IL W     -   215,785.422   750,295.598   MT  0.99997232   +0 21 37.3
 JB1953;SPC IL W     -   707,956.01  2,461,594.81   sFT  0.99997232   +0 21 37.3
 JB1953;UTM  16      - 4,276,629.239   274,553.234   MT  1.00022595   -1 36 58.9
 JB1953
 JB1953                          SUPERSEDED SURVEY CONTROL
 JB1953
 JB1953  NAD 83(1986)-  38 36 34.39462(N)    089 35 21.08530(W) AD(       ) 4
 JB1953  NAD 27      -  38 36 34.23000(N)    089 35 20.77000(W) AD(       ) 3
 JB1953
 JB1953.Superseded values are not recommended for survey control.
 JB1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1953.See file dsdata.txt to determine how the superseded data were derived.
 JB1953
 JB1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7455376629(NAD 83)
 JB1953_MARKER: 90 = CHURCH SPIRE
 JB1953
 JB1953  HISTORY     - Date     Condition        Report By
 JB1953  HISTORY     - 1930     FIRST OBSERVED   CGS
 JB1953
 JB1953                          STATION DESCRIPTION
 JB1953
 JB1953'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1949 ***********************************************************************
 JB1949  DESIGNATION -  BREESE CONCRETE STACK
 JB1949  PID         -  JB1949
 JB1949  STATE/COUNTY-  IL/CLINTON
 JB1949  USGS QUAD   -  ST ROSE (1962)
 JB1949
 JB1949                         *CURRENT SURVEY CONTROL
 JB1949  ___________________________________________________________________
 JB1949* NAD 83(1997)-  38 38 16.03528(N)    089 32 15.28101(W)     ADJUSTED  
 JB1949* NAVD 88     -                                                        
 JB1949  ___________________________________________________________________
 JB1949  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 JB1949  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JB1949
 JB1949  HORZ ORDER  -  THIRD
 JB1949
 JB1949.The horizontal coordinates were established by classical geodetic methods
 JB1949.and adjusted by the National Geodetic Survey in October 1999..
 JB1949
 JB1949
 JB1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1949
 JB1949.The geoid height was determined by GEOID03.
 JB1949
 JB1949;                    North         East     Units Scale Factor Converg.
 JB1949;SPC IL W     -   218,949.457   754,769.460   MT  0.99997810   +0 23 34.1
 JB1949;SPC IL W     -   718,336.68  2,476,272.80   sFT  0.99997810   +0 23 34.1
 JB1949;UTM  16      - 4,279,637.741   279,134.695   MT  1.00020076   -1 35 06.3
 JB1949
 JB1949                          SUPERSEDED SURVEY CONTROL
 JB1949
 JB1949  NAD 83(1986)-  38 38 16.05082(N)    089 32 15.27569(W) AD(       ) 4
 JB1949  NAD 27      -  38 38 15.89000(N)    089 32 14.96000(W) AD(       ) 3
 JB1949
 JB1949.Superseded values are not recommended for survey control.
 JB1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1949.See file dsdata.txt to determine how the superseded data were derived.
 JB1949
 JB1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7913579638(NAD 83)
 JB1949_MARKER: 63 = STACK
 JB1949
 JB1949  HISTORY     - Date     Condition        Report By
 JB1949  HISTORY     - 1930     FIRST OBSERVED   CGS
 JB1949
 JB1949                          STATION DESCRIPTION
 JB1949
 JB1949'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0486 ***********************************************************************
 JB0486  DESIGNATION -  BREHM 2
 JB0486  PID         -  JB0486
 JB0486  STATE/COUNTY-  IL/JEFFERSON
 JB0486  USGS QUAD   -  BLUFORD (1973)
 JB0486
 JB0486                         *CURRENT SURVEY CONTROL
 JB0486  ___________________________________________________________________
 JB0486* NAD 83(1997)-  38 16 16.36819(N)    088 44 23.24767(W)     ADJUSTED  
 JB0486* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 JB0486  ___________________________________________________________________
 JB0486  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JB0486  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0486
 JB0486  HORZ ORDER  -  THIRD
 JB0486
 JB0486.The horizontal coordinates were established by classical geodetic methods
 JB0486.and adjusted by the National Geodetic Survey in October 1999..
 JB0486.No horizontal observational check was made to the station.
 JB0486
 JB0486.The orthometric height was scaled from a topographic map.
 JB0486
 JB0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0486
 JB0486.The geoid height was determined by GEOID03.
 JB0486
 JB0486;                    North         East     Units Scale Factor Converg.
 JB0486;SPC IL E     -   178,156.668   264,432.520   MT  0.99999057   -0 15 06.3
 JB0486;SPC IL E     -   584,502.33    867,559.03   sFT  0.99999057   -0 15 06.3
 JB0486;UTM  16      - 4,237,338.824   347,809.765   MT  0.99988525   -1 04 40.1
 JB0486
 JB0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0486!SPC IL E     -   0.99998186  x   0.99999057  =   0.99997243
 JB0486!UTM  16      -   0.99998186  x   0.99988525  =   0.99986711
 JB0486
 JB0486|---------------------------------------------------------------------|
 JB0486| PID    Reference Object                     Distance      Geod. Az  |
 JB0486|                                                           dddmmss.s |
 JB0486| JB0487 BREHM 2 RM 3                          5.902 METERS 00905     |
 JB0486| CI3077 BREHM 2 RM 5                                       1822352.1 |
 JB0486| JB0488 BREHM 2 RM 4                                       18253     |
 JB0486| JB0484 BREHM                                30.911 METERS 26650     |
 JB0486|---------------------------------------------------------------------|
 JB0486
 JB0486                          SUPERSEDED SURVEY CONTROL
 JB0486
 JB0486  NAD 83(1997)-  38 16 16.38004(N)    088 44 23.24689(W) AD(       ) 3
 JB0486  NAD 83(1986)-  38 16 16.38224(N)    088 44 23.24721(W) AD(       ) 3
 JB0486  NAD 27      -  38 16 16.20716(N)    088 44 23.03386(W) AD(       ) 3
 JB0486
 JB0486.Superseded values are not recommended for survey control.
 JB0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0486.See file dsdata.txt to determine how the superseded data were derived.
 JB0486
 JB0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4781037339(NAD 83)
 JB0486_MARKER: DB = BENCH MARK DISK
 JB0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0486_STAMPING: BREHM 2 1973
 JB0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0486+STABILITY: SURFACE MOTION
 JB0486
 JB0486  HISTORY     - Date     Condition        Report By
 JB0486  HISTORY     - 1973     MONUMENTED       NGS
 JB0486  HISTORY     - 1973     GOOD             NGS
 JB0486
 JB0486                          STATION DESCRIPTION
 JB0486
 JB0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JB0486'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF BELLE RIVE, ABOUT 0.2
 JB0486'MILE SOUTH OF
 JB0486'INTERSTATE HIGHWAY 64, ON ROAD RIGHT-OF-WAY, 1 FOOT
 JB0486'NORTH OF A METAL WITNESS POST, 2
 JB0486'FEET WEST OF A FENCE, 20 FEET SOUTH
 JB0486'OF A CONCRETE RIGHT-OF-WAY POST AND 98 FEET EAST OF
 JB0486'THE CENTERLINE OF
 JB0486'ROAD, THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BREHM 2
 JB0486'1973.
 JB0486'
 JB0486'TO REACH THE STATION FROM THE MAIN STREET AND U S HIGHWAY 460 AT
 JB0486'BELLE RIVE, GO
 JB0486'NORTH ON MAIN OILED ROAD FOR 2.4 MILES TO REFERENCE
 JB0486'MARK 5 ON THE RIGHT.  CONTINUE
 JB0486'NORTH OF THE OILED ROAD FOR 0.3 MILE
 JB0486'TO THE STATION ON THE RIGHT.
 JB0486'
 JB0486'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BREHM 2 NO 3 1973 SET IN
 JB0486'A DRILL HOLE IN
 JB0486'THE TOP OF THE CONCRETE BASE AND FENCE POST, 100 FEET
 JB0486'EAST OF THE CENTERLINE OF THE
 JB0486'ROAD, AND 1 FOOT WEST OF THE
 JB0486'RIGHT-OF-WAY POST.
 JB0486'
 JB0486'REFERENCE MARK 4 IS 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT WEST
 JB0486'OF THE FENCE, 98
 JB0486'FEET EAST OF THE CENTERLINE OF THE ROAD AND 41 FEET
 JB0486'SOUTH OF THE RIGHT-OF-WAY POST.
 JB0486'THE MONUMENT PROJECTS 3 INCHES AND
 JB0486'THE DISK IS STAMPED BREHM 2 NO 4 1973.
 JB0486'
 JB0486'REFERENCE MARK 5 IS 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 1
 JB0486'FOOT SOUTH OF A
 JB0486'METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 JB0486'MONUMENT PROJECTS 3 INCHES AND THE
 JB0486'DISK IS STAMPED BREHM 2 NO 5 1973.
 JB0486'
 JB0486'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JB0486
 JB0486                          STATION RECOVERY (1973)
 JB0486
 JB0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0486'2.5 MI N FROM BELLE RIVE.
 JB0486'2.7 MILES NORTH ALONG OILED ROAD FROM THE POST OFFICE AT BELLE
 JB0486'RIVE, ABOUT 0.2 MILE SOUTH OF INTERSTATE HIGHWAY 64, ON ROAD
 JB0486'RIGHT-OF-WAY, 1 FOOT NORTH OF A METAL WITNESS POST, 2 FEET WEST
 JB0486'OF A FENCE, 20 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST, 98
 JB0486'FEET EAST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF A
 JB0486'ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0487 ***********************************************************************
 JB0487  DESIGNATION -  BREHM 2 RM 3
 JB0487  PID         -  JB0487
 JB0487  STATE/COUNTY-  IL/JEFFERSON
 JB0487  USGS QUAD   -  BLUFORD (1973)
 JB0487
 JB0487                         *CURRENT SURVEY CONTROL
 JB0487  ___________________________________________________________________
 JB0487* NAD 83(1986)-  38 16 16.     (N)    088 44 23.     (W)     SCALED    
 JB0487* NAVD 88     -       146.39   (meters)     480.3    (feet)  RESET     
 JB0487  ___________________________________________________________________
 JB0487  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0487
 JB0487  VERT ORDER  -  THIRD
 JB0487
 JB0487.The horizontal coordinates were scaled from a topographic map and have
 JB0487.an estimated accuracy of +/- 6 seconds.
 JB0487
 JB0487.The orthometric height was computed from unverified reset data.
 JB0487
 JB0487.The geoid height was determined by GEOID03.
 JB0487
 JB0487;                    North         East    Units  Estimated Accuracy
 JB0487;SPC IL E     -   178,150.      264,440.      MT  (+/- 180 meters Scaled)
 JB0487
 JB0487                          SUPERSEDED SURVEY CONTROL
 JB0487
 JB0487.No superseded survey control is available for this station.
 JB0487
 JB0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH478373(NAD 83)
 JB0487_MARKER: DR = REFERENCE MARK DISK
 JB0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0487_STAMPING: BREHM 2 NO 3 1973
 JB0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0487+STABILITY: SURFACE MOTION
 JB0487
 JB0487  HISTORY     - Date     Condition        Report By
 JB0487  HISTORY     - 1973     MONUMENTED       NGS
 JB0487
 JB0487                          STATION DESCRIPTION
 JB0487
 JB0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0487'2.5 MI N FROM BELLE RIVE.
 JB0487'2.7 MILES NORTH ALONG OILED ROAD FROM THE POST OFFICE AT BELLE
 JB0487'RIVE, ABOUT 0.2 MILE SOUTH OF INTERSTATE HIGHWAY 64, ON ROAD
 JB0487'RIGHT-OF-WAY, SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 JB0487'BASE OF END FENCE POST, 100 FEET EAST OF THE CENTERLINE OF THE
 JB0487'ROAD AND 1 FOOT WEST OF A CONCRETE RIGHT-OF-WAY POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0488 ***********************************************************************
 JB0488  DESIGNATION -  BREHM 2 RM 4
 JB0488  PID         -  JB0488
 JB0488  STATE/COUNTY-  IL/JEFFERSON
 JB0488  USGS QUAD   -  BLUFORD (1973)
 JB0488
 JB0488                         *CURRENT SURVEY CONTROL
 JB0488  ___________________________________________________________________
 JB0488* NAD 83(1986)-  38 16 16.     (N)    088 44 23.     (W)     SCALED    
 JB0488* NAVD 88     -       146.32   (meters)     480.1    (feet)  RESET     
 JB0488  ___________________________________________________________________
 JB0488  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0488
 JB0488  VERT ORDER  -  THIRD
 JB0488
 JB0488.The horizontal coordinates were scaled from a topographic map and have
 JB0488.an estimated accuracy of +/- 6 seconds.
 JB0488
 JB0488.The orthometric height was computed from unverified reset data.
 JB0488
 JB0488.The geoid height was determined by GEOID03.
 JB0488
 JB0488;                    North         East    Units  Estimated Accuracy
 JB0488;SPC IL E     -   178,150.      264,440.      MT  (+/- 180 meters Scaled)
 JB0488
 JB0488                          SUPERSEDED SURVEY CONTROL
 JB0488
 JB0488.No superseded survey control is available for this station.
 JB0488
 JB0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH478373(NAD 83)
 JB0488_MARKER: DR = REFERENCE MARK DISK
 JB0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0488_STAMPING: BREHM 2 NO 4 1973
 JB0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0488+STABILITY: SURFACE MOTION
 JB0488
 JB0488  HISTORY     - Date     Condition        Report By
 JB0488  HISTORY     - 1973     MONUMENTED       NGS
 JB0488
 JB0488                          STATION DESCRIPTION
 JB0488
 JB0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0488'2.5 MI N FROM BELLE RIVE.
 JB0488'2.7 MILES NORTH ALONG OILED ROAD FROM THE POST OFFICE AT BELLE
 JB0488'RIVE, ABOUT 0.2 MILE SOUTH OF INTERSTATE HIGHWAY 64, ON ROAD
 JB0488'RIGHT-OF-WAY, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT WEST
 JB0488'OF A FENCE, 98 FEET EAST OF THE CENTERLINE OF THE ROAD, 41 FEET
 JB0488'SOUTH OF A CONCRETE RIGHT-OF-WAY POST, SET IN THE TOP OF A
 JB0488'ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0485 ***********************************************************************
 JB0485  DESIGNATION -  BREHM RM 1
 JB0485  PID         -  JB0485
 JB0485  STATE/COUNTY-  IL/JEFFERSON
 JB0485  USGS QUAD   -  BLUFORD (1973)
 JB0485
 JB0485                         *CURRENT SURVEY CONTROL
 JB0485  ___________________________________________________________________
 JB0485* NAD 83(1986)-  38 16 16.     (N)    088 44 24.     (W)     SCALED    
 JB0485* NAVD 88     -       146.292  (meters)     479.96   (feet)  ADJUSTED  
 JB0485  ___________________________________________________________________
 JB0485  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0485  DYNAMIC HT  -         146.197 (meters)     479.65  (feet)  COMP
 JB0485  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 JB0485
 JB0485  VERT ORDER  -  SECOND    CLASS 0
 JB0485
 JB0485.The horizontal coordinates were scaled from a topographic map and have
 JB0485.an estimated accuracy of +/- 6 seconds.
 JB0485
 JB0485.The orthometric height was determined by differential leveling
 JB0485.and adjusted by the National Geodetic Survey in June 1991..
 JB0485
 JB0485.The geoid height was determined by GEOID03.
 JB0485
 JB0485.The dynamic height is computed by dividing the NAVD 88
 JB0485.geopotential number by the normal gravity value computed on the
 JB0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0485.degrees latitude (g = 980.6199 gals.).
 JB0485
 JB0485.The modeled gravity was interpolated from observed gravity values.
 JB0485
 JB0485;                    North         East    Units  Estimated Accuracy
 JB0485;SPC IL E     -   178,150.      264,410.      MT  (+/- 180 meters Scaled)
 JB0485
 JB0485                          SUPERSEDED SURVEY CONTROL
 JB0485
 JB0485  NGVD 29 (??/??/92)  146.406  (m)          480.33   (f) ADJ UNCH    2 0
 JB0485
 JB0485.Superseded values are not recommended for survey control.
 JB0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0485.See file dsdata.txt to determine how the superseded data were derived.
 JB0485
 JB0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH477373(NAD 83)
 JB0485_MARKER: DR = REFERENCE MARK DISK
 JB0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0485_STAMPING: BREHM NO 1 1961
 JB0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0485+STABILITY: SURFACE MOTION
 JB0485
 JB0485  HISTORY     - Date     Condition        Report By
 JB0485  HISTORY     - 1961     MONUMENTED       CGS
 JB0485  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0485
 JB0485                          STATION DESCRIPTION
 JB0485
 JB0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0485'2.6 MI N FROM BELLE RIVE.
 JB0485'ABOUT 2.6 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 JB0485'IN BELLE RIVE, ABOUT 0.10 MILES NORTH OF A HOUSE ON THE EAST
 JB0485'SIDE OF THE ROAD, AT A FENCE CORNER WEST OF THE ROAD AND ABOUT
 JB0485'0.10 MILES SOUTH OF A HOUSE ON THE WEST SIDE OF THE ROAD, 30 FEET
 JB0485'EAST OF THE CENTER OF THE ROAD, 1 FOOT WEST OF THE FENCE, 129
 JB0485'FEET NORTH OF A POWER POLE, 85 FEET NORTHEAST AND ACROSS THE
 JB0485'ROAD FROM THE FENCE CORNER, 80.8 FEET NORTHEAST TRAVERSE STATION
 JB0485'BREHM, 82.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 JB0485'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0485'1 INCH.
 JB0485
 JB0485                          STATION RECOVERY (1973)
 JB0485
 JB0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0483 ***********************************************************************
 JB0483  DESIGNATION -  BREHM RM 2
 JB0483  PID         -  JB0483
 JB0483  STATE/COUNTY-  IL/JEFFERSON
 JB0483  USGS QUAD   -  BLUFORD (1973)
 JB0483
 JB0483                         *CURRENT SURVEY CONTROL
 JB0483  ___________________________________________________________________
 JB0483* NAD 83(1986)-  38 16 16.     (N)    088 44 24.     (W)     SCALED    
 JB0483* NAVD 88     -       146.176  (meters)     479.58   (feet)  ADJUSTED  
 JB0483  ___________________________________________________________________
 JB0483  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0483  DYNAMIC HT  -         146.081 (meters)     479.27  (feet)  COMP
 JB0483  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 JB0483
 JB0483  VERT ORDER  -  SECOND    CLASS 0
 JB0483
 JB0483.The horizontal coordinates were scaled from a topographic map and have
 JB0483.an estimated accuracy of +/- 6 seconds.
 JB0483
 JB0483.The orthometric height was determined by differential leveling
 JB0483.and adjusted by the National Geodetic Survey in June 1991..
 JB0483
 JB0483.The geoid height was determined by GEOID03.
 JB0483
 JB0483.The dynamic height is computed by dividing the NAVD 88
 JB0483.geopotential number by the normal gravity value computed on the
 JB0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0483.degrees latitude (g = 980.6199 gals.).
 JB0483
 JB0483.The modeled gravity was interpolated from observed gravity values.
 JB0483
 JB0483;                    North         East    Units  Estimated Accuracy
 JB0483;SPC IL E     -   178,150.      264,410.      MT  (+/- 180 meters Scaled)
 JB0483
 JB0483                          SUPERSEDED SURVEY CONTROL
 JB0483
 JB0483  NGVD 29 (??/??/92)  146.290  (m)          479.95   (f) ADJ UNCH    2 0
 JB0483
 JB0483.Superseded values are not recommended for survey control.
 JB0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0483.See file dsdata.txt to determine how the superseded data were derived.
 JB0483
 JB0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH477373(NAD 83)
 JB0483_MARKER: DR = REFERENCE MARK DISK
 JB0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0483_STAMPING: BREHM NO 2 1961
 JB0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0483+STABILITY: SURFACE MOTION
 JB0483
 JB0483  HISTORY     - Date     Condition        Report By
 JB0483  HISTORY     - 1961     MONUMENTED       CGS
 JB0483  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0483
 JB0483                          STATION DESCRIPTION
 JB0483
 JB0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0483'2.6 MI N FROM BELLE RIVE.
 JB0483'ABOUT 2.6 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 JB0483'IN BELLE RIVE, ABOUT 0.10 MILES NORTH OF A HOUSE ON THE EAST SIDE
 JB0483'OF THE ROAD, AT A FENCE CORNER WEST OF THE ROAD AND ABOUT 0.10
 JB0483'MILES SOUTH OF A HOUSE ON THE WEST SIDE OF THE ROAD, 28 FEET EAST
 JB0483'OF THE CENTER OF THE ROAD, 1 FOOT WEST OF THE FENCE, 3 FEET
 JB0483'NORTHWEST OF A POWER POLE, 88 FEET SOUTHEAST AND ACROSS THE ROAD
 JB0483'FROM THE FENCE CORNER, 86.8 FEET SOUTHEAST OF TRAVERSE STATION
 JB0483'BREHM, 89 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 JB0483'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JB0483'THE GROUND.
 JB0483
 JB0483                          STATION RECOVERY (1973)
 JB0483
 JB0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1763 ***********************************************************************
 HB1763  DESIGNATION -  BREMEN
 HB1763  PID         -  HB1763
 HB1763  STATE/COUNTY-  IL/RANDOLPH
 HB1763  USGS QUAD   -  WELGE (1968)
 HB1763
 HB1763                         *CURRENT SURVEY CONTROL
 HB1763  ___________________________________________________________________
 HB1763* NAD 83(1997)-  37 58 33.71433(N)    089 44 57.33740(W)     ADJUSTED  
 HB1763* NAVD 88     -       170.2    (meters)     558.     (feet)  VERTCON   
 HB1763  ___________________________________________________________________
 HB1763  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 HB1763  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB1763
 HB1763  HORZ ORDER  -  SECOND
 HB1763
 HB1763.The horizontal coordinates were established by classical geodetic methods
 HB1763.and adjusted by the National Geodetic Survey in October 1999..
 HB1763
 HB1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1763
 HB1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1763
 HB1763.The geoid height was determined by GEOID03.
 HB1763
 HB1763;                    North         East     Units Scale Factor Converg.
 HB1763;SPC IL W     -   145,391.815   736,671.672   MT  0.99995773   +0 15 24.6
 HB1763;SPC IL W     -   477,006.31  2,416,896.98   sFT  0.99995773   +0 15 24.6
 HB1763;UTM  16      - 4,206,722.184   258,521.036   MT  1.00031825   -1 41 33.1
 HB1763
 HB1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1763!SPC IL W     -   0.99997795  x   0.99995773  =   0.99993568
 HB1763!UTM  16      -   0.99997795  x   1.00031825  =   1.00029619
 HB1763
 HB1763|---------------------------------------------------------------------|
 HB1763| PID    Reference Object                     Distance      Geod. Az  |
 HB1763|                                                           dddmmss.s |
 HB1763| CI3079 BREMEN RM 2                          18.074 METERS 16500     |
 HB1763| HB1784 CHESTER AZ MK 2                     APPROX. 7.7 KM 2095130.8 |
 HB1763| JB1929 WALSH BELL TELEPHONE MICROWAVE      APPROX.14.0 KM 3171321.1 |
 HB1763| CI3078 BREMEN RM 1                          28.974 METERS 34732     |
 HB1763|---------------------------------------------------------------------|
 HB1763
 HB1763                          SUPERSEDED SURVEY CONTROL
 HB1763
 HB1763  NAD 83(1986)-  37 58 33.72183(N)    089 44 57.33246(W) AD(       ) 2
 HB1763  NAD 27      -  37 58 33.54029(N)    089 44 56.96119(W) AD(       ) 2
 HB1763  NGVD 29 (07/19/86)  170.2    (m)          558.     (f) VERT ANG       
 HB1763
 HB1763.Superseded values are not recommended for survey control.
 HB1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1763.See file dsdata.txt to determine how the superseded data were derived.
 HB1763
 HB1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5852106722(NAD 83)
 HB1763_MARKER: DD = SURVEY DISK
 HB1763_SETTING: 0 = UNSPECIFIED SETTING
 HB1763
 HB1763  HISTORY     - Date     Condition        Report By
 HB1763  HISTORY     - 1969     MONUMENTED       USGS
 HB1763
 HB1763                          STATION DESCRIPTION
 HB1763
 HB1763'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 HB1763'STATION IS LOCATED ABOUT 4.0 MI E. AND 4.0 MI N. OF CHESTER, ABOUT
 HB1763'0.6 MI N. OF THE SMALL TOWN OF BREMEN, IN THE NW.  QUARTER OF THE
 HB1763'SE. QUARTER OF SEC. 27. T. 6 S., R. 6 W., AND IN THE RIGHT-OF-WAY OF
 HB1763'SECONDARY HWY. 2, A PAVED RD.
 HB1763'
 HB1763'TO REACH THE STATION FROM THE JCT. OF HWY. 2 AND STATE HWY. 150 IN
 HB1763'BREMEN DRIVE NE. AND N. ON HWY. 2 FOR 0.6 MI TO THE STATION ON THE
 HB1763'RIGHT, JUST BEYOND A FARMHOUSE.
 HB1763'
 HB1763'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BREMEN 1969
 HB1763'CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH WITH
 HB1763'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 HB1763'
 HB1763'STATION MARK IS 306 FT N. OF JCT. OF HWY. 2 AND A DRIVE E. TO THE
 HB1763'FARMHOUSE, 28.3 FT E. OF THE CENTER OF THE HWY., 118 FT S. OF A
 HB1763'FENCE CORNER, 28 FT N. OF A TELEPHONE POLE AND 2 FT W. OF
 HB1763'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 HB1763'
 HB1763'REFERENCE MARK 1 IS 95.06 FT (28.974 M.) N. OF STATION, 29.5 FT E. OF
 HB1763'CENTER OF HWY., 34.7 FT S. OF A TELEPHONE POLE, 14 FT S. OF A FENCE
 HB1763'COR. AND 1 FT W. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 HB1763'
 HB1763'REFERENCE MARK 2 IS 59.30 FT (18.074 M.) S. OF STATION, 29.4 FT E. OF
 HB1763'CENTER OF HWY., 31.4 FT S. OF A TELEPHONE POLE AND 1 FT W. OF
 HB1763'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 HB1763'
 HB1763'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1762 ***********************************************************************
 HB1762  DESIGNATION -  BREMEN SPIRE
 HB1762  PID         -  HB1762
 HB1762  STATE/COUNTY-  IL/RANDOLPH
 HB1762  USGS QUAD   -  WELGE (1968)
 HB1762
 HB1762                         *CURRENT SURVEY CONTROL
 HB1762  ___________________________________________________________________
 HB1762* NAD 83(1997)-  37 58 29.26759(N)    089 44 26.87660(W)     ADJUSTED  
 HB1762* NAVD 88     -                                                        
 HB1762  ___________________________________________________________________
 HB1762  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 HB1762  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB1762
 HB1762  HORZ ORDER  -  THIRD
 HB1762
 HB1762.The horizontal coordinates were established by classical geodetic methods
 HB1762.and adjusted by the National Geodetic Survey in October 1999..
 HB1762
 HB1762
 HB1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1762
 HB1762.The geoid height was determined by GEOID03.
 HB1762
 HB1762;                    North         East     Units Scale Factor Converg.
 HB1762;SPC IL W     -   145,258.085   737,415.682   MT  0.99995841   +0 15 43.4
 HB1762;SPC IL W     -   476,567.57  2,419,337.95   sFT  0.99995841   +0 15 43.4
 HB1762;SPC MO E     -   237,906.853   316,701.334   MT  0.99998811   +0 28 01.8
 HB1762;UTM  16      - 4,206,563.166   259,260.330   MT  1.00031386   -1 41 14.2
 HB1762
 HB1762                          SUPERSEDED SURVEY CONTROL
 HB1762
 HB1762  NAD 83(1986)-  37 58 29.27472(N)    089 44 26.87229(W) AD(       ) 4
 HB1762  NAD 27      -  37 58 29.10000(N)    089 44 26.50000(W) AD(       ) 3
 HB1762
 HB1762.Superseded values are not recommended for survey control.
 HB1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1762.See file dsdata.txt to determine how the superseded data were derived.
 HB1762
 HB1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5926006563(NAD 83)
 HB1762_MARKER: 89 = SPIRE
 HB1762
 HB1762  HISTORY     - Date     Condition        Report By
 HB1762  HISTORY     - 1931     FIRST OBSERVED   CGS
 HB1762
 HB1762                          STATION DESCRIPTION
 HB1762
 HB1762'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1843 ***********************************************************************
 JB1843  DESIGNATION -  BREWSTER
 JB1843  PID         -  JB1843
 JB1843  STATE/COUNTY-  IL/CLINTON
 JB1843  USGS QUAD   -  BOULDER (1969)
 JB1843
 JB1843                         *CURRENT SURVEY CONTROL
 JB1843  ___________________________________________________________________
 JB1843* NAD 83(1997)-  38 40 43.16848(N)    089 09 09.86237(W)     ADJUSTED  
 JB1843* NAVD 88     -       154.9    (meters)     508.     (feet)  GPS OBS   
 JB1843  ___________________________________________________________________
 JB1843  X           -      73,724.691 (meters)                     COMP
 JB1843  Y           -  -4,985,250.698 (meters)                     COMP
 JB1843  Z           -   3,964,608.454 (meters)                     COMP
 JB1843  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 JB1843  ELLIP HEIGHT-         123.75  (meters)          (05/04/06) GPS OBS
 JB1843  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JB1843
 JB1843  HORZ ORDER  -  FIRST
 JB1843  ELLP ORDER  -  SECOND    CLASS II
 JB1843
 JB1843.The horizontal coordinates were established by GPS observations
 JB1843.and adjusted by the National Geodetic Survey in May 2006..
 JB1843
 JB1843.The orthometric height was determined by GPS observations and a
 JB1843.high-resolution geoid model.
 JB1843
 JB1843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1843
 JB1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1843
 JB1843.The ellipsoidal height was determined by GPS observations
 JB1843.and is referenced to NAD 83.
 JB1843
 JB1843.The geoid height was determined by GEOID03.
 JB1843
 JB1843;                    North         East     Units Scale Factor Converg.
 JB1843;SPC IL W     -   223,786.302   788,224.590   MT  1.00003699   +0 38 01.3
 JB1843;SPC IL W     -   734,205.56  2,586,033.51   sFT  1.00003699   +0 38 01.3
 JB1843;SPC IL E     -   223,624.616   228,699.083   MT  1.00003758   -0 30 43.6
 JB1843;SPC IL E     -   733,675.09    750,323.57   sFT  1.00003758   -0 30 43.6
 JB1843;UTM  16      - 4,283,316.983   312,740.534   MT  1.00003183   -1 20 44.7
 JB1843
 JB1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1843!SPC IL W     -   0.99998058  x   1.00003699  =   1.00001757
 JB1843!SPC IL E     -   0.99998058  x   1.00003758  =   1.00001816
 JB1843!UTM  16      -   0.99998058  x   1.00003183  =   1.00001241
 JB1843
 JB1843:                Primary Azimuth Mark                     Grid Az
 JB1843:SPC IL W     -  CENTRAL ILL P S KSA 749 MAST             089 51 43.4
 JB1843:SPC IL E     -  CENTRAL ILL P S KSA 749 MAST             091 00 28.3
 JB1843:UTM  16      -  CENTRAL ILL P S KSA 749 MAST             091 50 29.4
 JB1843
 JB1843|---------------------------------------------------------------------|
 JB1843| PID    Reference Object                     Distance      Geod. Az  |
 JB1843|                                                           dddmmss.s |
 JB1843| JB1823 CENTRAL ILL P S KSA 749 MAST        APPROX. 4.6 KM 0902944.7 |
 JB1843| CI3086 BREWSTER RM 1                        19.297 METERS 13624     |
 JB1843| JB1844 SHATTUC RADIO MAST                  APPROX. 6.5 KM 2143037.9 |
 JB1843| CI3087 BREWSTER RM 2                        21.488 METERS 23429     |
 JB1843| CI3085 BREWSTER AZ MK                                     3105009.9 |
 JB1843|---------------------------------------------------------------------|
 JB1843
 JB1843                          SUPERSEDED SURVEY CONTROL
 JB1843
 JB1843  NAD 83(1997)-  38 40 43.16874(N)    089 09 09.86627(W) AD(       ) 3
 JB1843  NAD 83(1986)-  38 40 43.18453(N)    089 09 09.86236(W) AD(       ) 3
 JB1843  NAD 27      -  38 40 43.01454(N)    089 09 09.61112(W) AD(       ) 3
 JB1843
 JB1843.Superseded values are not recommended for survey control.
 JB1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1843.See file dsdata.txt to determine how the superseded data were derived.
 JB1843
 JB1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1274183317(NAD 83)
 JB1843_MARKER: DS = TRIANGULATION STATION DISK
 JB1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1843_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1843+STABILITY: SURFACE MOTION
 JB1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1843+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 JB1843
 JB1843  HISTORY     - Date     Condition        Report By
 JB1843  HISTORY     - 1962     MONUMENTED       CGS
 JB1843  HISTORY     - 20060201 GOOD             ILDT
 JB1843
 JB1843                          STATION DESCRIPTION
 JB1843
 JB1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1843'NO MEASUREMENT BETWEEN RMS, FENCE POST ON LINE.
 JB1843'
 JB1843'THE STATION IS ABOUT 6.5 MILES NORTHEAST OF FERRIN, 5 MILES NORTHWEST
 JB1843'OF SANDOVAL, 0.25
 JB1843'MILE NORTH OF BREWSTER CREEK, IN THE SOUTHWEST 0.25 OF
 JB1843'SEC 24, T 3 N, R 1 W, AND ON THE
 JB1843'PROPERTY OF MR CHARLES M PIGG.  IT
 JB1843'IS 32 FEET EAST OF A WIRE FENCE, 26 FEET NORTH OF
 JB1843'THE CENTERLINE OF A
 JB1843'SURFACED ROAD, 25 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 10
 JB1843'FEET SOUTHWEST OF
 JB1843'THE WEST 1 OF 3 PORTABLE CORN CRIBS, AND 7 FEET
 JB1843'NORTH OF A WIRE FENCE AND A WITNESS
 JB1843'POST.  THE MONUMENT IS 14 INCHES
 JB1843'UNDERGROUND AND THE DISK IS STAMPED BREWSTER 1962.
 JB1843'
 JB1843'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 50 AND 51 IN THE WEST EDGE
 JB1843'OF SANDOVAL, GO WEST
 JB1843'ON U S HIGHWAY 50 FOR 2.45 MILES TO A SIDE ROAD
 JB1843'RIGHT.  TURN RIGHT AND GO NORTH ON A
 JB1843'SURFACED ROAD FOR 3.3 MILES TO A
 JB1843'CROSSROAD.  CONTINUE NORTH ON THE SURFACED ROAD FOR 1.1
 JB1843'MILES TO A SIDE
 JB1843'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A SURFACED ROAD FOR 0.3
 JB1843'MILE TO THE STATION ON THE LEFT.
 JB1843'
 JB1843'TO REACH THE AZIMUTH FROM THIS POINT, GO NORTH ON A SURFACED ROAD FOR
 JB1843'0.2 MILE TO THE AZIMUTH
 JB1843'MARK ON THE LEFT.
 JB1843'
 JB1843'REFERENCE MARK 1 IS 74 FEET EAST OF THE CENTER OF A FIELD ENTRANCE,
 JB1843'18 FEET SOUTH OF THE
 JB1843'CENTERLINE OF A SURFACED ROAD, AND 1 FOOT NORTH OF A
 JB1843'WIRE FENCE.  THE MONUMENT
 JB1843'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JB1843'BREWSTER NO 1 1962.
 JB1843'
 JB1843'REFERENCE MARK 2 IS 27 FEET WEST OF THE CENTER OF A FIELD ENTRANCE,
 JB1843'19 FEET SOUTH OF THE
 JB1843'CENTERLINE OF A SURFACED ROAD, AND 1 FOOT NORTH OF A
 JB1843'WIRE FENCE.  THE MONUMENT
 JB1843'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JB1843'BREWSTER NO 2 1962.
 JB1843'
 JB1843'THE AZIMUTH MARK IS 23 FEET WEST OF THE CENTERLINE OF A SURFACED
 JB1843'ROAD, 2 FEET SOUTH OF A
 JB1843'POWER POLE, AND 1 FOOT SOUTH OF A WITNESS POST.  THE
 JB1843'MONUMENT PROJECTS 5 INCHES
 JB1843'AND THE DISK IS STAMPED BREWSTER 1962.
 JB1843'
 JB1843'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1843
 JB1843                          STATION RECOVERY (2006)
 JB1843
 JB1843'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006
 JB1843'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2102 ***********************************************************************
 JA2102  DESIGNATION -  BRIDGEPORT
 JA2102  PID         -  JA2102
 JA2102  STATE/COUNTY-  IL/LAWRENCE
 JA2102  USGS QUAD   -  SUMNER (1968)
 JA2102
 JA2102                         *CURRENT SURVEY CONTROL
 JA2102  ___________________________________________________________________
 JA2102* NAD 83(1997)-  38 42 49.95101(N)    087 45 53.60440(W)     ADJUSTED  
 JA2102* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 JA2102  ___________________________________________________________________
 JA2102  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 JA2102  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JA2102
 JA2102  HORZ ORDER  -  SECOND
 JA2102
 JA2102.The horizontal coordinates were established by classical geodetic methods
 JA2102.and adjusted by the National Geodetic Survey in October 1999..
 JA2102
 JA2102.The orthometric height was scaled from a topographic map.
 JA2102
 JA2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2102
 JA2102.The geoid height was determined by GEOID03.
 JA2102
 JA2102;                    North         East     Units Scale Factor Converg.
 JA2102;SPC IL E     -   227,368.732   349,438.841   MT  1.00000509   +0 21 19.9
 JA2102;SPC IL E     -   745,958.91  1,146,450.60   sFT  1.00000509   +0 21 19.9
 JA2102;SPC IN W     -   384,954.364   840,723.807   MT  1.00000992   -0 25 34.6
 JA2102;SPC IN W     - 1,262,971.11  2,758,274.69   sFT  1.00000992   -0 25 34.6
 JA2102;UTM  16      - 4,285,303.421   433,500.464   MT  0.99965445   -0 28 42.3
 JA2102
 JA2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2102!SPC IL E     -   0.99998158  x   1.00000509  =   0.99998667
 JA2102!SPC IN W     -   0.99998158  x   1.00000992  =   0.99999150
 JA2102!UTM  16      -   0.99998158  x   0.99965445  =   0.99963604
 JA2102
 JA2102:                Primary Azimuth Mark                     Grid Az
 JA2102:SPC IL E     -  BRIDGEPORT AZ MK                         002 02 19.8
 JA2102:SPC IN W     -  BRIDGEPORT AZ MK                         002 49 14.3
 JA2102:UTM  16      -  BRIDGEPORT AZ MK                         002 52 22.0
 JA2102
 JA2102|---------------------------------------------------------------------|
 JA2102| PID    Reference Object                     Distance      Geod. Az  |
 JA2102|                                                           dddmmss.s |
 JA2102| JA1655 BRIDGEPORT AZ MK                                   0022339.7 |
 JA2102| JA2103 BRIDGEPORT MUNICIPAL TANK            87.652 METERS 15537     |
 JA2102| CG7255 BRIDGEPORT RM 1                      28.875 METERS 15852     |
 JA2102| CG7256 BRIDGEPORT RM 2                      29.835 METERS 27425     |
 JA2102|---------------------------------------------------------------------|
 JA2102
 JA2102                          SUPERSEDED SURVEY CONTROL
 JA2102
 JA2102  NAD 83(1997)-  38 42 49.95155(N)    087 45 53.60320(W) AD(       ) 2
 JA2102  NAD 83(1986)-  38 42 49.96081(N)    087 45 53.60274(W) AD(       ) 2
 JA2102  NAD 27      -  38 42 49.78912(N)    087 45 53.49863(W) AD(       ) 2
 JA2102
 JA2102.Superseded values are not recommended for survey control.
 JA2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2102.See file dsdata.txt to determine how the superseded data were derived.
 JA2102
 JA2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3350085303(NAD 83)
 JA2102_MARKER: DS = TRIANGULATION STATION DISK
 JA2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2102
 JA2102  HISTORY     - Date     Condition        Report By
 JA2102  HISTORY     - 1968     MONUMENTED       CGS
 JA2102
 JA2102                          STATION DESCRIPTION
 JA2102
 JA2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2102'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF BRIDGEPORT, 61
 JA2102'FEET SOUTHWEST OF
 JA2102'THE INTERSECTION OF MADISON AND FRANKLIN STREETS
 JA2102'AND ON CITY PROPERTY.
 JA2102'
 JA2102'TO REACH THE STATION FROM THE POST OFFICE IN BRIDGEPORT, GO WEST ON
 JA2102'OLIVE STREET ONE
 JA2102'BLOCK TO MAIN STREET.  TURN RIGHT AND GO NORTH ON
 JA2102'MAIN STREET FOR 0.2 MILE TO A
 JA2102'Y-INTERSECTION.  KEEP RIGHT AND
 JA2102'CONTINUE NORTH ON JUDY STREET FOR 0.5 MILE TO
 JA2102'STATE HIGHWAY 250.
 JA2102'TURN LEFT AND GO WEST ON HIGHWAY 250 FOR 0.3 MILE TO A DIAGONAL
 JA2102'CROSSROAD AND
 JA2102'THE AZIMUTH MARK ON THE RIGHT IN THE NORTHWEST ANGLE OF
 JA2102'THE CROSSROAD.  TURN LEFT AND GO
 JA2102'SOUTH ON MADISON STREET FOR 0.2 MILE
 JA2102'TO THE STATION ON THE RIGHT.
 JA2102'
 JA2102'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2102'
 JA2102'STATION MARK, STAMPED BRIDGEPORT 1968 IS SET 2 INCHES BELOW THE
 JA2102'GROUND SURFACE.
 JA2102'IT IS 61 FEET SOUTHWEST OF THE CENTER OF THE
 JA2102'INTERSECTION OF FRANKLIN AND
 JA2102'MADISON STREETS, 38 FEET NORTHWEST OF A
 JA2102'POWER POLE, 55 FEET WEST OF THE CENTER OF
 JA2102'MADISON STREET, 54 FEET
 JA2102'NORTHEAST OF A POWER POLE, 83 FEET NORTHEAST OF AN OIL WELL
 JA2102'AND 288.6 FEET
 JA2102'NORTHWEST OF THE BRIDGEPORT MUNICIPAL WATER TANK.
 JA2102'
 JA2102'RM 1, STAMPED BRIDGEPORT NO 1 1968 IS SET 1 INCH BELOW THE GROUND
 JA2102'SURFACE.  IT IS 27
 JA2102'FEET WEST OF THE CENTER OF MADISON STREET AND 57.6
 JA2102'FEET SOUTH OF A POWER POLE.
 JA2102'
 JA2102'RM 2, STAMPED BRIDGEPORT NO 2 1968 IS SET FLUSH WITH THE SURFACE OF
 JA2102'THE GROUND.  IT IS
 JA2102'20 FEET SOUTH OF THE CENTER OF FRANKLIN STREET AND
 JA2102'84 FEET NORTHWEST OF A POWER POLE.
 JA2102'
 JA2102'AZ MK, STAMPED BRIDGEPORT 1968 IS SET FLUSH WITH THE GROUND SURFACE.
 JA2102'IT IS 2 FEET
 JA2102'SOUTHWEST OF A METAL WITNESS POST, 3.5 FEET SOUTH OF A
 JA2102'POWER POLE WITH 6 TRANSFORMERS
 JA2102'NEAR THE TOP, 20 FEET WEST OF A DIRT
 JA2102'ROAD AND 84 FEET NORTH OF THE CENTER OF STATE HIGHWAY 250.
 JA2102'HIGHWAY 250.
 JA2102'
 JA2102'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1655 ***********************************************************************
 JA1655  DESIGNATION -  BRIDGEPORT AZ MK
 JA1655  PID         -  JA1655
 JA1655  STATE/COUNTY-  IL/LAWRENCE
 JA1655  USGS QUAD   -  SUMNER (1968)
 JA1655
 JA1655                         *CURRENT SURVEY CONTROL
 JA1655  ___________________________________________________________________
 JA1655* NAD 83(1986)-  38 42 59.     (N)    087 45 53.     (W)     SCALED    
 JA1655* NAVD 88     -       151.297  (meters)     496.38   (feet)  ADJUSTED  
 JA1655  ___________________________________________________________________
 JA1655  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JA1655  DYNAMIC HT  -         151.205 (meters)     496.08  (feet)  COMP
 JA1655  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 JA1655
 JA1655  VERT ORDER  -  FIRST     CLASS II
 JA1655
 JA1655.The horizontal coordinates were scaled from a topographic map and have
 JA1655.an estimated accuracy of +/- 6 seconds.
 JA1655
 JA1655.The orthometric height was determined by differential leveling
 JA1655.and adjusted by the National Geodetic Survey in June 1991..
 JA1655
 JA1655.The geoid height was determined by GEOID03.
 JA1655
 JA1655.The dynamic height is computed by dividing the NAVD 88
 JA1655.geopotential number by the normal gravity value computed on the
 JA1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1655.degrees latitude (g = 980.6199 gals.).
 JA1655
 JA1655.The modeled gravity was interpolated from observed gravity values.
 JA1655
 JA1655;                    North         East    Units  Estimated Accuracy
 JA1655;SPC IL E     -   227,650.      349,450.      MT  (+/- 180 meters Scaled)
 JA1655
 JA1655                          SUPERSEDED SURVEY CONTROL
 JA1655
 JA1655.No superseded survey control is available for this station.
 JA1655
 JA1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH335855(NAD 83)
 JA1655_MARKER: DZ = AZIMUTH MARK DISK
 JA1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1655_SP_SET: CONCRETE POST
 JA1655_STAMPING: BRIDGEPORT 1968
 JA1655_MARK LOGO: CGS   
 JA1655_PROJECTION: FLUSH
 JA1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1655+STABILITY: SURFACE MOTION
 JA1655
 JA1655  HISTORY     - Date     Condition        Report By
 JA1655  HISTORY     - 1968     MONUMENTED       CGS
 JA1655  HISTORY     - 1986     GOOD             NGS
 JA1655
 JA1655                          STATION DESCRIPTION
 JA1655
 JA1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1655'IN BRIDGEPORT.
 JA1655'IN BRIDGEPORT, AT THE INTERSECTION OF MADISON STREET AND STATE HIGHWAY
 JA1655'250, 25.3 M (83.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.3 M
 JA1655'(43.6 FT) EAST OF A FENCE AROUND THE CENTRAL ILLINOIS PUBLIC SERVICE
 JA1655'COMPANY SUB STATION, 6.0 M (19.7 FT) WEST OF THE CENTER OF A GRAVELED
 JA1655'ROAD, 5.8 M (19.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY, AND 4.6 M
 JA1655'(15.1 FT) EAST OF THE EXTENDED CENTER OF MADISON STREET.
 JA1655'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 JA1655'THE MARK IS 0.3 M ABOVE THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2103 ***********************************************************************
 JA2103  DESIGNATION -  BRIDGEPORT MUNICIPAL TANK
 JA2103  PID         -  JA2103
 JA2103  STATE/COUNTY-  IL/LAWRENCE
 JA2103  USGS QUAD   -  SUMNER (1968)
 JA2103
 JA2103                         *CURRENT SURVEY CONTROL
 JA2103  ___________________________________________________________________
 JA2103* NAD 83(1997)-  38 42 47.36211(N)    087 45 52.10636(W)     ADJUSTED  
 JA2103* NAVD 88     -                                                        
 JA2103  ___________________________________________________________________
 JA2103  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 JA2103  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JA2103
 JA2103  HORZ ORDER  -  THIRD
 JA2103
 JA2103.The horizontal coordinates were established by classical geodetic methods
 JA2103.and adjusted by the National Geodetic Survey in October 1999..
 JA2103
 JA2103
 JA2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2103
 JA2103.The geoid height was determined by GEOID03.
 JA2103
 JA2103;                    North         East     Units Scale Factor Converg.
 JA2103;SPC IL E     -   227,289.126   349,475.529   MT  1.00000513   +0 21 20.8
 JA2103;SPC IL E     -   745,697.74  1,146,570.96   sFT  1.00000513   +0 21 20.8
 JA2103;UTM  16      - 4,285,223.318   433,535.976   MT  0.99965440   -0 28 41.3
 JA2103
 JA2103                          SUPERSEDED SURVEY CONTROL
 JA2103
 JA2103  NAD 83(1997)-  38 42 47.36263(N)    087 45 52.10520(W) AD(       ) 4
 JA2103  NAD 83(1986)-  38 42 47.37190(N)    087 45 52.10478(W) AD(       ) 4
 JA2103  NAD 27      -  38 42 47.19090(N)    087 45 51.99538(W) AD(       ) 3
 JA2103
 JA2103.Superseded values are not recommended for survey control.
 JA2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2103.See file dsdata.txt to determine how the superseded data were derived.
 JA2103
 JA2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3353685223(NAD 83)
 JA2103_MARKER: 53 = ELEVATED TANK
 JA2103
 JA2103  HISTORY     - Date     Condition        Report By
 JA2103  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2103
 JA2103                          STATION DESCRIPTION
 JA2103
 JA2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2103'STATION IS LOCATED AT THE WEST EDGE OF BRIDGEPORT, ABOUT 350 FEET
 JA2103'NORTHWEST OF THE
 JA2103'INTERSECTION OF JEFFERSON AND WEALTHY STREETS AND
 JA2103'ABOUT 250 FEET WEST OF THE
 JA2103'INTERSECTION OF JEFFERSON AND ILLINOIS STREETS.
 JA2103'STREETS.
 JA2103'
 JA2103'THE TANK IS APPROXIMATELY 120 FEET HIGH, PAINTED SILVER, SUPPORTED BY
 JA2103'4 LEGS AND HAD
 JA2103'BRIDGEPORT PAINTED ON THE NORTH SIDE OF THE TANK.
 JA2103'
 JA2103'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2104 ***********************************************************************
 JA2104  DESIGNATION -  BRIDGEPORT RAD KSC 611
 JA2104  PID         -  JA2104
 JA2104  STATE/COUNTY-  IL/LAWRENCE
 JA2104  USGS QUAD   -  SUMNER (1968)
 JA2104
 JA2104                         *CURRENT SURVEY CONTROL
 JA2104  ___________________________________________________________________
 JA2104* NAD 83(1997)-  38 43 10.30396(N)    087 45 27.03335(W)     ADJUSTED  
 JA2104* NAVD 88     -                                                        
 JA2104  ___________________________________________________________________
 JA2104  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 JA2104  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JA2104
 JA2104  HORZ ORDER  -  THIRD
 JA2104
 JA2104.The horizontal coordinates were established by classical geodetic methods
 JA2104.and adjusted by the National Geodetic Survey in October 1999..
 JA2104
 JA2104
 JA2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2104
 JA2104.The geoid height was determined by GEOID03.
 JA2104
 JA2104;                    North         East     Units Scale Factor Converg.
 JA2104;SPC IL E     -   228,000.338   350,076.831   MT  1.00000587   +0 21 36.7
 JA2104;SPC IL E     -   748,031.11  1,148,543.74   sFT  1.00000587   +0 21 36.7
 JA2104;UTM  16      - 4,285,925.456   434,147.351   MT  0.99965340   -0 28 25.8
 JA2104
 JA2104                          SUPERSEDED SURVEY CONTROL
 JA2104
 JA2104  NAD 83(1997)-  38 43 10.30442(N)    087 45 27.03227(W) AD(       ) 4
 JA2104  NAD 83(1986)-  38 43 10.31361(N)    087 45 27.03187(W) AD(       ) 4
 JA2104  NAD 27      -  38 43 10.14283(N)    087 45 26.92723(W) AD(       ) 3
 JA2104
 JA2104.Superseded values are not recommended for survey control.
 JA2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2104.See file dsdata.txt to determine how the superseded data were derived.
 JA2104
 JA2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3414785925(NAD 83)
 JA2104_MARKER: 42 = RADIO/TV MAST
 JA2104
 JA2104  HISTORY     - Date     Condition        Report By
 JA2104  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2104
 JA2104                          STATION DESCRIPTION
 JA2104
 JA2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2104'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED AT THE
 JA2104'NORTH EDGE OF
 JA2104'BRIDGEPORT, ABOUT 0.1 MILE NORTH OF STATE HIGHWAY 250.
 JA2104'IT IS A SLENDER GUYED MAST,
 JA2104'PAITNED IN ALTERNATE SECTIONS OF RED AND
 JA2104'WHITE, WITH A FLASHING RED LIGHT AT THE TOP
 JA2104'AND HAS TWO REFLECTORS
 JA2104'NEAR THE TOP.  THE MAST IS 280 FEET HIGH AND IS OWNED AND
 JA2104'OPERATED BY THE
 JA2104'MARATHON PIPE LINE CO OF FINLEY, OHIO.
 JA2104'
 JA2104'TO REACH FROM THE POST OFFICE IN BRIDGEPORT, GO WEST ON OLIVE ST FOR
 JA2104'0.1 MILE TO MAIN
 JA2104'ST.  TURN RIGHT AND GO NORTH ON MAIN ST FOR 0.25
 JA2104'MILE TO JUDY ST, CONTINUE NORTH ON
 JA2104'JUDY ST FOR 0.5 MILE TO STATE
 JA2104'HIGHWAY 250.  CONTINUE NORTH ON A PAVED ROAD 0.05
 JA2104'MILE TO A GRAVELED
 JA2104'DRIVEWAY LEFT.  TURN LEFT AND GO NORTH ON THE DRIVEWAY 0.1 MILE TO
 JA2104'THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1598 ***********************************************************************
 HB1598  DESIGNATION -  BRIER
 HB1598  PID         -  HB1598
 HB1598  STATE/COUNTY-  IL/SALINE
 HB1598  USGS QUAD   -  HARRISBURG (1996)
 HB1598
 HB1598                         *CURRENT SURVEY CONTROL
 HB1598  ___________________________________________________________________
 HB1598* NAD 83(1997)-  37 41 56.82321(N)    088 34 22.84353(W)     ADJUSTED  
 HB1598* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 HB1598  ___________________________________________________________________
 HB1598  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HB1598  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HB1598
 HB1598  HORZ ORDER  -  FIRST
 HB1598
 HB1598.The horizontal coordinates were established by classical geodetic methods
 HB1598.and adjusted by the National Geodetic Survey in October 1999..
 HB1598
 HB1598.The orthometric height was scaled from a topographic map.
 HB1598
 HB1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1598
 HB1598.The geoid height was determined by GEOID03.
 HB1598
 HB1598;                    North         East     Units Scale Factor Converg.
 HB1598;SPC IL E     -   114,606.687   278,863.218   MT  0.99998050   -0 08 47.6
 HB1598;SPC IL E     -   376,005.44    914,903.74   sFT  0.99998050   -0 08 47.6
 HB1598;UTM  16      - 4,173,596.578   361,326.953   MT  0.99983686   -0 57 43.5
 HB1598
 HB1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1598!SPC IL E     -   0.99998140  x   0.99998050  =   0.99996191
 HB1598!UTM  16      -   0.99998140  x   0.99983686  =   0.99981827
 HB1598
 HB1598:                Primary Azimuth Mark                     Grid Az
 HB1598:SPC IL E     -  AIRPORT BN HARRISB RALEIGH APT           010 38 51.1
 HB1598:UTM  16      -  AIRPORT BN HARRISB RALEIGH APT           011 27 47.0
 HB1598
 HB1598|---------------------------------------------------------------------|
 HB1598| PID    Reference Object                     Distance      Geod. Az  |
 HB1598|                                                           dddmmss.s |
 HB1598| HB1589 AIRPORT BN HARRISB RALEIGH APT      APPROX.12.7 KM 0103003.5 |
 HB1598| CI3090 BRIER AZ MK                                        0314204.3 |
 HB1598| HB1602 HARRISBURG TV STA WSIL MAST         APPROX. 5.1 KM 0325305.1 |
 HB1598| HB1599 HARRISBURG CO CTHSE CLOCK TWR       APPROX. 5.3 KM 0333805.3 |
 HB1598| HB1601 HARRISBURG RADIO STA WEBQ MAST      APPROX. 5.3 KM 0342242.3 |
 HB1598| HB1600 HARRISBURG MUNICIPAL TANK           APPROX. 5.2 KM 0352058.0 |
 HB1598| HB1476 ELDORADO MUNICIPAL TANK             APPROX.17.1 KM 0401958.8 |
 HB1598| CI3091 BRIER RM 1                           22.510 METERS 23444     |
 HB1598| CI3092 BRIER RM 2                           23.506 METERS 30744     |
 HB1598| HB1590 GALATIA MUNICIPAL TANK              APPROX.16.4 KM 3481144.8 |
 HB1598|---------------------------------------------------------------------|
 HB1598
 HB1598                          SUPERSEDED SURVEY CONTROL
 HB1598
 HB1598  NAD 83(1997)-  37 41 56.82904(N)    088 34 22.84325(W) AD(       ) 1
 HB1598  NAD 83(1986)-  37 41 56.83450(N)    088 34 22.84655(W) AD(       ) 1
 HB1598  NAD 27      -  37 41 56.65819(N)    088 34 22.65852(W) AD(       ) 1
 HB1598
 HB1598.Superseded values are not recommended for survey control.
 HB1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1598.See file dsdata.txt to determine how the superseded data were derived.
 HB1598
 HB1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6132773597(NAD 83)
 HB1598_MARKER: DS = TRIANGULATION STATION DISK
 HB1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1598
 HB1598  HISTORY     - Date     Condition        Report By
 HB1598  HISTORY     - 1957     MONUMENTED       CGS
 HB1598
 HB1598                          STATION DESCRIPTION
 HB1598
 HB1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1598'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF HARRISBURG AND ON
 HB1598'PROPERTY OWNED BY MR. L.C. CAVENDER.  IT IS 70 FEET NORTH OF A
 HB1598'FENCE, 74 FEET NORTHEAST OF A WHITE WITNESS POST, 69 FEET NORTHEAST
 HB1598'OF A POWER LINE POLE, 61 FEET EAST OF A FENCE, 36 FEET SOUTH OF A
 HB1598'TWELVE INCH FORKED TREE AND ON THE HIGHEST POINT OF A LOW LYING HILL.
 HB1598'THE MONUMENT IS FLUSH AND THE MARK IS STAMPED BRIER 1957.
 HB1598'
 HB1598'TO REACH THE STATION FROM THE DORRISVILLE ELEMENTARY SCHOOL IN THE
 HB1598'SOUTHWEST PART OF HARRISBURG, GO EAST ON LONGLEY STREET FOR 1
 HB1598'BLOCK.  TURN RIGHT, SOUTH ON FEAZEL STREET AND GO 0.4 MILE TO U.S.
 HB1598'HIGHWAY 45.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.7 MILE
 HB1598'TO A CROSSROAD.  TURN RIGHT, WEST AND GO 0.75 MILE TO A SCHOOLHOUSE
 HB1598'AND A SIDE ROAD SOUTH AT THE WEST EDGE OF THE SCHOOLYARD AND THE
 HB1598'AZIMUTH MARK AS IT IS DESCRIBED BELOW.  CONTINUE WEST FOR 0.2 MILE TO
 HB1598'A T-ROAD INTERSECTION.  TURN LEFT, SOUTH FOR 0.4 MILE TO A DRIVEWAY
 HB1598'ON THE RIGHT.  PACK WEST-SOUTHWEST FOR ABOUT 500 FEET TO THE TOP OF
 HB1598'THE HILL AND THE STATION AS IT IS DESCRIBED ABOVE.
 HB1598'
 HB1598'REFERENCE MARK 1 IS 25 FEET NORTH OF A FENCE CORNER, 30 FEET
 HB1598'NORTHWEST OF A POWER LINE POLE, 1 FOOT NORTH OF A WHITE WITNESS
 HB1598'POST AND 1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE MARK
 HB1598'IS STAMPED BRIER NO 1 1957.
 HB1598'
 HB1598'REFERENCE MARK 2 IS 35 FEET SOUTH OF A FENCE CORNER, 14 FEET
 HB1598'NORTHWEST OF AN EIGHTEEN INCH TREE AND 1 FOOT EAST OF A FENCE.
 HB1598'THE MONUMENT IS FLUSH AND THE MARK IS STAMPED BRIER NO 2 1957.
 HB1598'
 HB1598'THE AZIMUTH MARK IS 109 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 HB1598'SCHOOLHOUSE, 10 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HB1598'ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND 3 FEET NORTH OF A
 HB1598'FENCE CORNER.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED BRIER
 HB1598'1957.
 HB1598'
 HB1598'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1434 ***********************************************************************
 LC1434  DESIGNATION -  BRIM
 LC1434  PID         -  LC1434
 LC1434  STATE/COUNTY-  IL/PEORIA
 LC1434  USGS QUAD   -  ELMWOOD (1982)
 LC1434
 LC1434                         *CURRENT SURVEY CONTROL
 LC1434  ___________________________________________________________________
 LC1434* NAD 83(1997)-  40 50 38.29873(N)    089 55 22.00878(W)     ADJUSTED  
 LC1434* NAVD 88     -       221.127  (meters)     725.48   (feet)  ADJUSTED  
 LC1434  ___________________________________________________________________
 LC1434  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LC1434  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1434  DYNAMIC HT  -         221.026 (meters)     725.15  (feet)  COMP
 LC1434  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 LC1434
 LC1434  HORZ ORDER  -  SECOND
 LC1434  VERT ORDER  -  SECOND    CLASS 0
 LC1434
 LC1434.The horizontal coordinates were established by classical geodetic methods
 LC1434.and adjusted by the National Geodetic Survey in October 1999..
 LC1434
 LC1434.The orthometric height was determined by differential leveling
 LC1434.and adjusted by the National Geodetic Survey in June 1991..
 LC1434
 LC1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1434
 LC1434.The geoid height was determined by GEOID03.
 LC1434
 LC1434.The dynamic height is computed by dividing the NAVD 88
 LC1434.geopotential number by the normal gravity value computed on the
 LC1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1434.degrees latitude (g = 980.6199 gals.).
 LC1434
 LC1434.The modeled gravity was interpolated from observed gravity values.
 LC1434
 LC1434;                    North         East     Units Scale Factor Converg.
 LC1434;SPC IL W     -   463,727.874   720,566.543   MT  0.99994638   +0 09 34.2
 LC1434;SPC IL W     - 1,521,413.87  2,364,058.73   sFT  0.99994638   +0 09 34.2
 LC1434;UTM  16      - 4,525,548.898   253,595.310   MT  1.00034736   -1 54 44.9
 LC1434;UTM  15      - 4,525,995.220   759,426.485   MT  1.00042845   +2 00 49.1
 LC1434
 LC1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1434!SPC IL W     -   0.99997050  x   0.99994638  =   0.99991688
 LC1434!UTM  16      -   0.99997050  x   1.00034736  =   1.00031785
 LC1434!UTM  15      -   0.99997050  x   1.00042845  =   1.00039894
 LC1434
 LC1434|---------------------------------------------------------------------|
 LC1434| PID    Reference Object                     Distance      Geod. Az  |
 LC1434|                                                           dddmmss.s |
 LC1434| CI6754 BRIM RM 3                            17.095 METERS 17912     |
 LC1434| LC1433 BRIM RM 1                            18.179 METERS 18012     |
 LC1434| LC1431 BRIM AZ MK                                         2675843.8 |
 LC1434| CI6755 BRIM RM 4                            13.560 METERS 26857     |
 LC1434| LC1432 BRIM RM 2                            14.192 METERS 27048     |
 LC1434|---------------------------------------------------------------------|
 LC1434
 LC1434                          SUPERSEDED SURVEY CONTROL
 LC1434
 LC1434  NAD 83(1997)-  40 50 38.29953(N)    089 55 22.01037(W) AD(       ) 2
 LC1434  NAD 83(1986)-  40 50 38.30577(N)    089 55 22.01378(W) AD(       ) 2
 LC1434  NAD 27      -  40 50 38.17300(N)    089 55 21.61330(W) AD(       ) 2
 LC1434  NGVD 29 (??/??/92)  221.207  (m)          725.74   (f) ADJ UNCH    2 0
 LC1434
 LC1434.Superseded values are not recommended for survey control.
 LC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1434.See file dsdata.txt to determine how the superseded data were derived.
 LC1434
 LC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5359525549(NAD 83)
 LC1434_MARKER: DS = TRIANGULATION STATION DISK
 LC1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1434_STAMPING: BRIM 1959
 LC1434_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1434+STABILITY: SURFACE MOTION
 LC1434
 LC1434  HISTORY     - Date     Condition        Report By
 LC1434  HISTORY     - 1959     MONUMENTED       CGS
 LC1434  HISTORY     - 1959     GOOD             CGS
 LC1434  HISTORY     - 1978     GOOD             NGS
 LC1434  HISTORY     - 1978     GOOD             NGS
 LC1434  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1434
 LC1434                          STATION DESCRIPTION
 LC1434
 LC1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1434'THE STATION IS LOCATED ABOUT 2 MILES WEST OF BRIMFIELD AND
 LC1434'ABOUT 1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 150 AND
 LC1434'STATE HIGHWAY 78.
 LC1434'
 LC1434'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BRIMFIELD,
 LC1434'GO WEST ON U.S. HIGHWAY 150 FOR 0.95 MILE TO A SIDE ROAD
 LC1434'LEFT, TURN LEFT, ON GRAVEL ROAD, FOR 1.15 MILES TO A FENCE
 LC1434'CORNER AND THE STATION ON THE RIGHT JUST BEFORE REACHING
 LC1434'A CROSSROAD 0.25 MILE TO THE WEST.
 LC1434'
 LC1434'STATION MARK, A STANDARD DISK STAMPED BRIM 1959, IS SET IN
 LC1434'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  THE
 LC1434'MARK IS 31.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 LC1434'GRAVEL ROAD, 3 FEET SOUTHWEST OF A FENCE CORNER AND 2.2
 LC1434'FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 LC1434'
 LC1434'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BRIM NO. 1
 LC1434'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC1434'6 INCHES.  THE MARK IS 68 FEET WEST OF A TELEPHONE POLE, 28
 LC1434'FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD,
 LC1434'2 FEET NORTHWEST OF A FENCE CORNER AND 1.5 FEET NORTH OF
 LC1434'THE RIGHT-OF-WAY FENCE LINE.
 LC1434'
 LC1434'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BRIM NO. 2
 LC1434'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC1434'4 INCHES.  THE MARK IS 45 FEET EAST OF A TELEPHONE POLE, 32
 LC1434'FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD
 LC1434'AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.
 LC1434'
 LC1434'AZIMUTH MARK, A STANDARD DISK STAMPED BRIM 1959, IS SET IN
 LC1434'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  THE
 LC1434'MARK IS 32 FEET EAST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH
 LC1434'GRAVEL ROAD, 25 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 LC1434'EAST-WEST GRAVEL ROAD, 14 FEET WEST OF A TELEPHONE POLE AND
 LC1434'2.5 FEET NORTH OF A FENCE CORNER.
 LC1434'
 LC1434'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LC1434'GRAVEL ROAD FOR 0.25 MILE TO A CROSSROAD AND THE AZIMUTH
 LC1434'MARK ON THE LEFT AS DESCRIBED.
 LC1434
 LC1434                          STATION RECOVERY (1959)
 LC1434
 LC1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC1434'2.1 MI W FROM BRIMFIELD.
 LC1434'ABOUT 1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1434'STATION AT BRIMFIELD, THENCE 1.1 MILES WEST ALONG TUCKER ROAD,
 LC1434'AT A T-FENCE CORNER NORTH OF THE ROAD, 32 FEET NORTH OF THE CENTER
 LC1434'LINE OF TUCKER ROAD, 2 FEET SOUTH OF A FENCE, 2 1/2 FEET WEST OF
 LC1434'THE T-FENCE CORNER, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 LC1434'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC1434'4 INCHES.
 LC1434
 LC1434                          STATION RECOVERY (1978)
 LC1434
 LC1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LC1434'STATION MARK AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  REFERENCE
 LC1434'MARKS 1 AND 2 FOUND DESTROYED.  THE DISK TO RM 2 WAS NOT FOUND.  THE
 LC1434'DISK TO RM 1 WAS SALVAGED.  REFERENCE MARKS 3 AND 4 WERE
 LC1434'ESTABLISHED.  THE STATION IS ABOUT 2 MILES WEST OF BRIMFIELD, 1.0
 LC1434'MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 150 AND STATE HIGHWAY 78
 LC1434'AND ABOUT 0.5 MILE SOUTH OF INTERSTATE HIGHWAY 74 ALONG THE NORTH
 LC1434'SIDE OF TUCKER ROAD.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 150
 LC1434'AND STATE HIGHWAY 78, WHICH IS ABOUT 2 MILES WEST OF BRIMFIELD.  GO
 LC1434'SOUTH ON PAVED ROAD FOR 0.5 MILE TO THE OVERPASS OF INTERSTATE
 LC1434'HIGHWAY 74.  CONTINUE SOUTH ON THE ROAD FOR 0.45 MILE TO A CROSS ROADS
 LC1434'AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE.  TURN LEFT AND GO EAST
 LC1434'ON TUCKER ROAD FOR 0.25 MILE TO STATION ON LEFT AS DESCRIBED.
 LC1434'
 LC1434'THE STATION IS 32 FT NORTH OF CENTERLINE OF TUCKER ROAD, 3 FT SOUTH
 LC1434'WEST OF A 4 INCH SQUARE WOODEN POST AND 1 FOOT SOUTH OF A METAL
 LC1434'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED BRIM
 LC1434'1959.
 LC1434'
 LC1434'REFERENCE MARK 3 IS 26 FT SOUTH OF THE CENTERLINE OF THE ROAD AND
 LC1434'1 FOOT WEST OF A METAL WITNESS POST.  THE MARK IS AN 3 FOOT ALUMINUM
 LC1434'MARK THAT PROJECTS 4 INCHES AND STAMPED BRIM 1959 NO 3 1978.
 LC1434'
 LC1434'REFERENCE MARK 4 IS 31 FT N OF THE CENTERLINE OF THE ROAD AND 1 FOOT
 LC1434'EAST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LC1434'STAMPED BRIM 1959 NO 4 1978.
 LC1434'
 LC1434'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST ANGLE OF TUCKER AND BELL
 LC1434'SCHOOL ROADS.  32 FT EAST OF THE CENTERLINE OF BELL SCHOOL ROAD, 26 FT
 LC1434'S OF THE CENTERLINE OF TUCKER ROAD, 1 FT NORTH OF A METAL WITNESS
 LC1434'POST AND 1 FOOT NORTHEAST OF A CONCRETE RIGHT OF WAY MARKER.  THE
 LC1434'MARK PROJECTS 3 INCHES AND THE DISK STAMPED BRIM 1959.
 LC1434
 LC1434                          STATION RECOVERY (1978)
 LC1434
 LC1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LC1434'ABOUT 0.9 MILE SOUTH ALONG BELL SCHOOL ROAD FROM ITS JUNCTION WITH US
 LC1434'HIGHWAY 150 AND STATE HIGHWAY 78 ABOUT 2 MILES WEST OF BRIMFIELD,
 LC1434'THENCE EAST ALONG TUCKER ROAD FOR 0.25 MILE, 32 FEET NORTH OF THE
 LC1434'CENTER LINE OF TUCKER ROAD, 3 FEET SOUTH OF A 4 INCH SQUARE WOODEN
 LC1434'POST, 1 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE
 LC1434'ROAD. THE MARK PROJECTS ABOUT 4 INCHES.
 LC1434
 LC1434                          STATION RECOVERY (1998)
 LC1434
 LC1434'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1431 ***********************************************************************
 LC1431  DESIGNATION -  BRIM AZ MK
 LC1431  PID         -  LC1431
 LC1431  STATE/COUNTY-  IL/PEORIA
 LC1431  USGS QUAD   -  ELMWOOD (1982)
 LC1431
 LC1431                         *CURRENT SURVEY CONTROL
 LC1431  ___________________________________________________________________
 LC1431* NAD 83(1986)-  40 50 38.     (N)    089 55 39.     (W)     SCALED    
 LC1431* NAVD 88     -       220.327  (meters)     722.86   (feet)  ADJUSTED  
 LC1431  ___________________________________________________________________
 LC1431  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1431  DYNAMIC HT  -         220.226 (meters)     722.52  (feet)  COMP
 LC1431  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 LC1431
 LC1431  VERT ORDER  -  SECOND    CLASS 0
 LC1431
 LC1431.The horizontal coordinates were scaled from a topographic map and have
 LC1431.an estimated accuracy of +/- 6 seconds.
 LC1431
 LC1431.The orthometric height was determined by differential leveling
 LC1431.and adjusted by the National Geodetic Survey in June 1991..
 LC1431
 LC1431.The geoid height was determined by GEOID03.
 LC1431
 LC1431.The dynamic height is computed by dividing the NAVD 88
 LC1431.geopotential number by the normal gravity value computed on the
 LC1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1431.degrees latitude (g = 980.6199 gals.).
 LC1431
 LC1431.The modeled gravity was interpolated from observed gravity values.
 LC1431
 LC1431;                    North         East    Units  Estimated Accuracy
 LC1431;SPC IL W     -   463,720.      720,170.      MT  (+/- 180 meters Scaled)
 LC1431
 LC1431                          SUPERSEDED SURVEY CONTROL
 LC1431
 LC1431  NGVD 29 (??/??/92)  220.406  (m)          723.12   (f) ADJ UNCH    2 0
 LC1431
 LC1431.Superseded values are not recommended for survey control.
 LC1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1431.See file dsdata.txt to determine how the superseded data were derived.
 LC1431
 LC1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL531255(NAD 83)
 LC1431_MARKER: DZ = AZIMUTH MARK DISK
 LC1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1431_STAMPING: BRIM 1959
 LC1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1431+STABILITY: SURFACE MOTION
 LC1431
 LC1431  HISTORY     - Date     Condition        Report By
 LC1431  HISTORY     - 1959     MONUMENTED       CGS
 LC1431  HISTORY     - 1978     GOOD             NGS
 LC1431  HISTORY     - 19981214 POOR             USPSQD
 LC1431
 LC1431                          STATION DESCRIPTION
 LC1431
 LC1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1431'3.3 MI W FROM BRIMFIELD.
 LC1431'ABOUT 2.55 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1431'STATION AT BRIMFIELD, THENCE 0.75 MILES SOUTH ALONG BELL SCHOOL
 LC1431'ROAD, AT THE JUNCTION OF TUCKER ROAD, 28 FEET SOUTH OF THE CENTER
 LC1431'LINE OF TUCKER ROAD, 34 FEET EAST OF THE CENTER LINE OF BELL
 LC1431'SCHOOL ROAD, 2 FEET NORTH OF A FENCE, 43 FEET SOUTHEAST OF THE
 LC1431'CENTERLINE OF THE JUNCTION, 1.3 FEET NORTH OF A METAL WITNESS
 LC1431'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE JUNCTION, SET IN THE
 LC1431'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE MARK MAY
 LC1431'ALSO BE REACHED FROM BRIMFIELD, PEORIA COUNTY, BY GOING NORTHWEST
 LC1431'FOR 1.0 MILES ALONG U.S. HIGHWAY 150 FROM THE FIRE STATION, THENCE
 LC1431'1.35 MILES WEST ALONG TUCKER ROAD.
 LC1431
 LC1431                          STATION RECOVERY (1978)
 LC1431
 LC1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LC1431'ABOUT 0.9 MILES SOUTH ALONG BELL SCHOOL ROAD FROM ITS JUNCTION WITH
 LC1431'US HIGHWAY 150 AND STATE HIGHWAY 78, ABOUT 2 MILES WEST OF BRIMFIELD,
 LC1431'AT THE JUNCTION OF AND IN THE SOUTHEAST ANGLE OF BELL SCHOOL AND
 LC1431'TUCKER ROADS, 32 FEET EAST OF CENTERLINE OF BELL SCHOOL ROAD, 26 FEET
 LC1431'SOUTH OF CENTER LINE OF TUCKER ROAD, 1 FOOT NORTHEAST OF A RIGHT OF
 LC1431'WAY MARKER AND ABOUT 1 FOOT BELOW THE ROAD LEVEL.
 LC1431
 LC1431                          STATION RECOVERY (1998)
 LC1431
 LC1431'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1431'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1405 ***********************************************************************
 LC1405  CBN         -  This is a Cooperative Base Network Control Station.
 LC1405  DESIGNATION -  BRIMFIELD
 LC1405  PID         -  LC1405
 LC1405  STATE/COUNTY-  IL/PEORIA
 LC1405  USGS QUAD   -  ELMWOOD (1982)
 LC1405
 LC1405                         *CURRENT SURVEY CONTROL
 LC1405  ___________________________________________________________________
 LC1405* NAD 83(1997)-  40 49 40.13242(N)    089 53 21.20281(W)     ADJUSTED  
 LC1405* NAVD 88     -       206.518  (meters)     677.55   (feet)  ADJUSTED  
 LC1405  ___________________________________________________________________
 LC1405  X           -       9,344.704 (meters)                     COMP
 LC1405  Y           -  -4,833,236.379 (meters)                     COMP
 LC1405  Z           -   4,148,086.507 (meters)                     COMP
 LC1405  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LC1405  ELLIP HEIGHT-         173.41  (meters)          (10/15/04) GPS OBS
 LC1405  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LC1405  DYNAMIC HT  -         206.424 (meters)     677.24  (feet)  COMP
 LC1405  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 LC1405
 LC1405  HORZ ORDER  -  B
 LC1405  VERT ORDER  -  SECOND    CLASS 0
 LC1405  ELLP ORDER  -  FOURTH    CLASS II
 LC1405
 LC1405.The horizontal coordinates were established by GPS observations
 LC1405.and adjusted by the National Geodetic Survey in July 1998..
 LC1405
 LC1405.The orthometric height was determined by differential leveling
 LC1405.and adjusted by the National Geodetic Survey in June 1991..
 LC1405
 LC1405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1405
 LC1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1405
 LC1405.The ellipsoidal height was determined by GPS observations
 LC1405.and is referenced to NAD 83.
 LC1405
 LC1405.The geoid height was determined by GEOID03.
 LC1405
 LC1405.The dynamic height is computed by dividing the NAVD 88
 LC1405.geopotential number by the normal gravity value computed on the
 LC1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1405.degrees latitude (g = 980.6199 gals.).
 LC1405
 LC1405.The modeled gravity was interpolated from observed gravity values.
 LC1405
 LC1405;                    North         East     Units Scale Factor Converg.
 LC1405;SPC IL W     -   461,942.116   723,402.052   MT  0.99994791   +0 10 53.0
 LC1405;SPC IL W     - 1,515,555.09  2,373,361.57   sFT  0.99994791   +0 10 53.0
 LC1405;UTM  16      - 4,523,661.068   256,365.498   MT  1.00033065   -1 53 23.5
 LC1405
 LC1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1405!SPC IL W     -   0.99997280  x   0.99994791  =   0.99992071
 LC1405!UTM  16      -   0.99997280  x   1.00033065  =   1.00030344
 LC1405
 LC1405|---------------------------------------------------------------------|
 LC1405| PID    Reference Object                     Distance      Geod. Az  |
 LC1405|                                                           dddmmss.s |
 LC1405| LC1407 BRIMFIELD RM 1                       15.926 METERS 00215     |
 LC1405| LC1404 BRIMFIELD AZ MK                                    1825131.6 |
 LC1405| LC1406 BRIMFIELD RM 2                       15.812 METERS 27036     |
 LC1405|---------------------------------------------------------------------|
 LC1405
 LC1405                          SUPERSEDED SURVEY CONTROL
 LC1405
 LC1405  ELLIP H (07/17/98)  173.44   (m)                       GP(       ) 4 1
 LC1405  NAD 83(1986)-  40 49 40.13980(N)    089 53 21.20782(W) AD(       ) 2
 LC1405  NAD 27      -  40 49 40.00820(N)    089 53 20.81250(W) AD(       ) 2
 LC1405  NAVD 88 (07/17/98)  206.52   (m)          677.6    (f) LEVELING    3  
 LC1405  NGVD 29 (??/??/92)  206.603  (m)          677.83   (f) ADJ UNCH    2 0
 LC1405
 LC1405.Superseded values are not recommended for survey control.
 LC1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1405.See file dsdata.txt to determine how the superseded data were derived.
 LC1405
 LC1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5636523661(NAD 83)
 LC1405_MARKER: DS = TRIANGULATION STATION DISK
 LC1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1405_STAMPING: BRIMFIELD 1959
 LC1405_MARK LOGO: CGS   
 LC1405_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1405+STABILITY: SURFACE MOTION
 LC1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1405+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1997
 LC1405
 LC1405  HISTORY     - Date     Condition        Report By
 LC1405  HISTORY     - 1959     MONUMENTED       CGS
 LC1405  HISTORY     - 1959     GOOD             CGS
 LC1405  HISTORY     - 1969     GOOD             USGS
 LC1405  HISTORY     - 19970426 GOOD             NGS
 LC1405  HISTORY     - 19981214 GOOD             USPSQD
 LC1405
 LC1405                          STATION DESCRIPTION
 LC1405
 LC1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1405'STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF BRIMFIELD, 5-1/2
 LC1405'MILES NORTHEAST OF ELMWOOD AND 3 MILES NORTH-NORTHWEST OF
 LC1405'OAK HILL.
 LC1405'
 LC1405'TO REACH FROM THE MAIN INTERSECTION IN BRIMFIELD, GO WEST
 LC1405'ON U.S. HIGHWAY NO. 150 FOR 0.25 MILE TO CROSSROADS, TURN
 LC1405'LEFT AND GO SOUTH ON SURFACED ROAD FOR 0.7 MILE TO WHERE
 LC1405'SURFACED ROAD TURNS WEST, CONTINUE STRAIGHT AHEAD ON GRAVELED
 LC1405'ROAD FOR 0.1 MILE TO STATION ON LEFT AS DESCRIBED.
 LC1405'
 LC1405'STATION MARK, A STANDARD DISK STAMPED BRIMFIELD 1959, IS
 LC1405'SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 LC1405'5 INCHES.  THE MARK IS 29.5 FEET NORTH OF TRIANGLE BLAZED
 LC1405'POWER POLE, 25 FEET EAST OF CENTER OF GRAVELED ROAD AND 2.3
 LC1405'FEET WEST OF FENCE LINE.
 LC1405'
 LC1405'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BRIMFIELD
 LC1405'NO. 1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC1405'PROJECTS ABOUT 3 INCHES.  THE MARK IS 51.5 FEET SOUTH OF
 LC1405'POWER POLE, 26 FEET EAST OF CENTER OF GRAVELED ROAD AND
 LC1405'1 FOOT WEST OF FENCE LINE.
 LC1405'
 LC1405'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BRIMFIELD
 LC1405'NO. 2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC1405'PROJECTS ABOUT 2 INCHES.  THE MARK IS 26 FEET WEST OF CENTER
 LC1405'OF GRAVELED ROAD AND 1.5 FEET EAST OF FENCE LINE.
 LC1405'
 LC1405'AZIMUTH MARK, A STANDARD DISK STAMPED BRIMFIELD 1959, IS
 LC1405'SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 LC1405'INCHES.  THE MARK IS 52.5 FEET NORTH OF POWER POLE WITH
 LC1405'TRANSFORMER, 28 FEET WEST OF CENTER OF ROAD AND 1 FOOT EAST
 LC1405'OF FENCE LINE.
 LC1405'
 LC1405'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON GRAVELED
 LC1405'ROAD FOR 0.25 MILE TO MARK ON RIGHT SIDE OF ROAD.
 LC1405
 LC1405                          STATION RECOVERY (1959)
 LC1405
 LC1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC1405'2 MI SW FROM BRIMFIELD.
 LC1405'ABOUT 0.3 MILES WEST ALONG U.S. HIGHWAY 150 FROM THE FIRE STATION
 LC1405'AT BRIMFIELD, THENCE 0.65 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 LC1405'0.1 MILE SOUTH ALONG A GRAVEL ROAD, 26 FEET EAST OF THE CENTER
 LC1405'LINE OF THE ROAD, 2 1/2 FEET WEST OF A FENCE, 29 1/2 FEET NORTH OF
 LC1405'A TELEPHONE POLE WHICH IS THE FOURTH POLE SOUTH OF THE JUNCTION
 LC1405'OF THE ASPHALT ROAD WEST, 2.1 FEET WEST OF A METAL WITNESS POST,
 LC1405'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 LC1405'CONCRETE POST PROJECTING 3 INCHES.
 LC1405
 LC1405                          STATION RECOVERY (1969)
 LC1405
 LC1405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LC1405'ALL MARKS RECOVERED AS DESCRIBED.  AZIMUTH MARK MAY HAVE
 LC1405'BEEN MOVED AS IT DOES NOT CHECK WITH OBSERVED AZIMUTHS BY
 LC1405'ABOUT 7-1/2 MINUTES OF ARC.
 LC1405'
 LC1405'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MI.
 LC1405'S. OF BRIMFIELD
 LC1405
 LC1405                          STATION RECOVERY (1997)
 LC1405
 LC1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LC1405'THE STATION IS LOCATED ABOUT 0.75 MI (1.21 KM) SOUTH OF BRIMFIELD.  TO
 LC1405'REACH FROM THE CENTER OF THE OVERPASS OF INTERSTATE HIGHWAY 74 AT EXIT
 LC1405'71, GO SOUTH ON BELL SCHOOL ROAD (ROAD 21100E) FOR 1.5 MI (2.4 KM) TO
 LC1405'A CROSSROAD (SHISSLER ROAD/11500N).  TURN LEFT, EAST, ON SHISSLER ROAD
 LC1405'FOR 2.0 MI (3.2 KM) TO A NORTH-SOUTH T-ROAD (BRIMFIELD ROAD/18700W).
 LC1405'TURN RIGHT, SOUTH, FOR 0.08 MI (0.13 KM) TO THE STATION ON THE LEFT.
 LC1405'IT IS ABOUT 145 M (475.7 FT) NORTH OF THE EXTENDED CENTER OF A DRIVE
 LC1405'WEST TO A TWO-STORY WHITE FRAME HOUSE, 7.8 M (25.6 FT) EAST OF THE
 LC1405'CENTER OF THE ROAD, 46.0 M (150.9 FT) SOUTH OF THE FIRST LARGE POWER
 LC1405'POLE SOUTH OF A GUYED CORNER POLE AT INTERSECTION, 34.0 M (111.5 FT)
 LC1405'NORTH OF THE SECOND LARGE POWER POLE SOUTH OF A GUYED CORNER POLE AT
 LC1405'INTERSECTION, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 LC1405'THE STATION CAN ALSO BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 LC1405'150 AND JEFFERSON STREET IN THE EAST PART OF BRIMFIELD.  GO SOUTH ON
 LC1405'JEFFERSON STREET, WHICH BECOMES BRIMFIELD ROAD, FOR 0.75 MI (1.21 KM)
 LC1405'TO THE STATION ON THE LEFT.
 LC1405
 LC1405                          STATION RECOVERY (1998)
 LC1405
 LC1405'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1404 ***********************************************************************
 LC1404  DESIGNATION -  BRIMFIELD AZ MK
 LC1404  PID         -  LC1404
 LC1404  STATE/COUNTY-  IL/PEORIA
 LC1404  USGS QUAD   -  ELMWOOD (1982)
 LC1404
 LC1404                         *CURRENT SURVEY CONTROL
 LC1404  ___________________________________________________________________
 LC1404* NAD 83(1986)-  40 49 27.     (N)    089 53 21.     (W)     SCALED    
 LC1404* NAVD 88     -       205.360  (meters)     673.75   (feet)  ADJUSTED  
 LC1404  ___________________________________________________________________
 LC1404  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LC1404  DYNAMIC HT  -         205.267 (meters)     673.45  (feet)  COMP
 LC1404  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 LC1404
 LC1404  VERT ORDER  -  SECOND    CLASS 0
 LC1404
 LC1404.The horizontal coordinates were scaled from a topographic map and have
 LC1404.an estimated accuracy of +/- 6 seconds.
 LC1404
 LC1404.The orthometric height was determined by differential leveling
 LC1404.and adjusted by the National Geodetic Survey in June 1991..
 LC1404
 LC1404.The geoid height was determined by GEOID03.
 LC1404
 LC1404.The dynamic height is computed by dividing the NAVD 88
 LC1404.geopotential number by the normal gravity value computed on the
 LC1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1404.degrees latitude (g = 980.6199 gals.).
 LC1404
 LC1404.The modeled gravity was interpolated from observed gravity values.
 LC1404
 LC1404;                    North         East    Units  Estimated Accuracy
 LC1404;SPC IL W     -   461,540.      723,410.      MT  (+/- 180 meters Scaled)
 LC1404
 LC1404                          SUPERSEDED SURVEY CONTROL
 LC1404
 LC1404  NGVD 29 (??/??/92)  205.446  (m)          674.03   (f) ADJ UNCH    2 0
 LC1404
 LC1404.Superseded values are not recommended for survey control.
 LC1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1404.See file dsdata.txt to determine how the superseded data were derived.
 LC1404
 LC1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL563232(NAD 83)
 LC1404_MARKER: DZ = AZIMUTH MARK DISK
 LC1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1404_STAMPING: BRIMFIELD 1959
 LC1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1404+STABILITY: SURFACE MOTION
 LC1404
 LC1404  HISTORY     - Date     Condition        Report By
 LC1404  HISTORY     - 1959     MONUMENTED       CGS
 LC1404  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1404
 LC1404                          STATION DESCRIPTION
 LC1404
 LC1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1404'1.3 MI SE FROM BRIMFIELD.
 LC1404'ABOUT 0.3 MILES WEST ALONG U.S. HIGHWAY 150 FROM THE FIRE STATION
 LC1404'AT BRIMFIELD, THENCE 0.65 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 LC1404'0.35 MILES SOUTH ALONG A GRAVEL ROAD, AT A DRIVEWAY EAST TO A
 LC1404'FARM HOUSE, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST
 LC1404'OF A FENCE, 53 FEET NORTH OF A POWER POLE WITH A TRANSFORMER,
 LC1404'59 FEET NORTH OF THE EXTENDED CENTER LINE OF THE DRIVEWAY, 1.6
 LC1404'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 LC1404'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC1404'3 INCHES.
 LC1404
 LC1404                          STATION RECOVERY (1998)
 LC1404
 LC1404'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1407 ***********************************************************************
 LC1407  DESIGNATION -  BRIMFIELD RM 1
 LC1407  PID         -  LC1407
 LC1407  STATE/COUNTY-  IL/PEORIA
 LC1407  USGS QUAD   -  ELMWOOD (1982)
 LC1407
 LC1407                         *CURRENT SURVEY CONTROL
 LC1407  ___________________________________________________________________
 LC1407* NAD 83(1986)-  40 49 40.     (N)    089 53 20.     (W)     SCALED    
 LC1407* NAVD 88     -       206.321  (meters)     676.90   (feet)  ADJUSTED  
 LC1407  ___________________________________________________________________
 LC1407  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LC1407  DYNAMIC HT  -         206.227 (meters)     676.60  (feet)  COMP
 LC1407  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 LC1407
 LC1407  VERT ORDER  -  SECOND    CLASS 0
 LC1407
 LC1407.The horizontal coordinates were scaled from a topographic map and have
 LC1407.an estimated accuracy of +/- 6 seconds.
 LC1407
 LC1407.The orthometric height was determined by differential leveling
 LC1407.and adjusted by the National Geodetic Survey in June 1991..
 LC1407
 LC1407.The geoid height was determined by GEOID03.
 LC1407
 LC1407.The dynamic height is computed by dividing the NAVD 88
 LC1407.geopotential number by the normal gravity value computed on the
 LC1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1407.degrees latitude (g = 980.6199 gals.).
 LC1407
 LC1407.The modeled gravity was interpolated from observed gravity values.
 LC1407
 LC1407;                    North         East    Units  Estimated Accuracy
 LC1407;SPC IL W     -   461,940.      723,430.      MT  (+/- 180 meters Scaled)
 LC1407
 LC1407                          SUPERSEDED SURVEY CONTROL
 LC1407
 LC1407  NGVD 29 (??/??/92)  206.405  (m)          677.18   (f) ADJ UNCH    2 0
 LC1407
 LC1407.Superseded values are not recommended for survey control.
 LC1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1407.See file dsdata.txt to determine how the superseded data were derived.
 LC1407
 LC1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL563236(NAD 83)
 LC1407_MARKER: DR = REFERENCE MARK DISK
 LC1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1407_STAMPING: BRIMFIELD NO 1 1959
 LC1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1407+STABILITY: SURFACE MOTION
 LC1407
 LC1407  HISTORY     - Date     Condition        Report By
 LC1407  HISTORY     - 1959     MONUMENTED       CGS
 LC1407  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1407
 LC1407                          STATION DESCRIPTION
 LC1407
 LC1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1407'2 MI SW FROM BRIMFIELD.
 LC1407'ABOUT 0.3 MILES WEST ALONG U.S. HIGHWAY 150 FROM THE FIRE STATION
 LC1407'AT BRIMFIELD, THENCE 0.65 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 LC1407'0.1 MILES SOUTH ALONG A GRAVEL ROAD, 26 FEET EAST OF THE CENTER
 LC1407'LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 82 FEET NORTH OF THE
 LC1407'FOURTH TELEPHONE POLE SOUTH OF THE JUNCTION OF THE ASPHALT ROAD
 LC1407'WEST, 52.2 FEET NORTH OF TRIANGULATION STATION BRIMFIELD, 52.0
 LC1407'FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 LC1407'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LC1407'INCHES.
 LC1407
 LC1407                          STATION RECOVERY (1998)
 LC1407
 LC1407'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1406 ***********************************************************************
 LC1406  DESIGNATION -  BRIMFIELD RM 2
 LC1406  PID         -  LC1406
 LC1406  STATE/COUNTY-  IL/PEORIA
 LC1406  USGS QUAD   -  ELMWOOD (1982)
 LC1406
 LC1406                         *CURRENT SURVEY CONTROL
 LC1406  ___________________________________________________________________
 LC1406* NAD 83(1986)-  40 49 40.     (N)    089 53 20.     (W)     SCALED    
 LC1406* NAVD 88     -       206.425  (meters)     677.25   (feet)  ADJUSTED  
 LC1406  ___________________________________________________________________
 LC1406  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LC1406  DYNAMIC HT  -         206.331 (meters)     676.94  (feet)  COMP
 LC1406  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 LC1406
 LC1406  VERT ORDER  -  SECOND    CLASS 0
 LC1406
 LC1406.The horizontal coordinates were scaled from a topographic map and have
 LC1406.an estimated accuracy of +/- 6 seconds.
 LC1406
 LC1406.The orthometric height was determined by differential leveling
 LC1406.and adjusted by the National Geodetic Survey in June 1991..
 LC1406
 LC1406.The geoid height was determined by GEOID03.
 LC1406
 LC1406.The dynamic height is computed by dividing the NAVD 88
 LC1406.geopotential number by the normal gravity value computed on the
 LC1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1406.degrees latitude (g = 980.6199 gals.).
 LC1406
 LC1406.The modeled gravity was interpolated from observed gravity values.
 LC1406
 LC1406;                    North         East    Units  Estimated Accuracy
 LC1406;SPC IL W     -   461,940.      723,430.      MT  (+/- 180 meters Scaled)
 LC1406
 LC1406                          SUPERSEDED SURVEY CONTROL
 LC1406
 LC1406  NGVD 29 (??/??/92)  206.510  (m)          677.52   (f) ADJ UNCH    2 0
 LC1406
 LC1406.Superseded values are not recommended for survey control.
 LC1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1406.See file dsdata.txt to determine how the superseded data were derived.
 LC1406
 LC1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL563236(NAD 83)
 LC1406_MARKER: DR = REFERENCE MARK DISK
 LC1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1406_STAMPING: BRIMFIELD NO 2 1959
 LC1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1406+STABILITY: SURFACE MOTION
 LC1406
 LC1406  HISTORY     - Date     Condition        Report By
 LC1406  HISTORY     - 1959     MONUMENTED       CGS
 LC1406  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1406
 LC1406                          STATION DESCRIPTION
 LC1406
 LC1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1406'2 MI SW FROM BRIMFIELD.
 LC1406'ABOUT 0.3 MILES WEST ALONG U.S. HIGHWAY 150 FROM THE FIRE STATION
 LC1406'AT BRIMFIELD, THENCE 0.65 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 LC1406'0.1 MILES SOUTH ALONG A GRAVEL ROAD, 27 FEET WEST OF THE CENTER
 LC1406'LINE OF THE ROAD, 1 1/2 FEET EAST OF A FENCE, 60 FEET WEST-NORTHWEST
 LC1406'AND ACROSS THE ROAD FROM THE FOURTH TELEPHONE POLE SOUTH OF THE
 LC1406'JUNCTION OF ASPHALT ROAD WEST, 53.9 FEET WEST OF A METAL WITNESS
 LC1406'POST, 51.9 FEET WEST OF TRIANGULATION STATION BRIMFIELD, ABOUT
 LC1406'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC1406'2 INCHES.
 LC1406
 LC1406                          STATION RECOVERY (1998)
 LC1406
 LC1406'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2048 ***********************************************************************
 LC2048  DESIGNATION -  BRIMFIELD ST JOSEPHS CH SPIRE
 LC2048  PID         -  LC2048
 LC2048  STATE/COUNTY-  IL/PEORIA
 LC2048  USGS QUAD   -  ELMWOOD (1982)
 LC2048
 LC2048                         *CURRENT SURVEY CONTROL
 LC2048  ___________________________________________________________________
 LC2048* NAD 83(1997)-  40 50 23.53069(N)    089 53 19.68988(W)     ADJUSTED  
 LC2048* NAVD 88     -                                                        
 LC2048  ___________________________________________________________________
 LC2048  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 LC2048  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC2048
 LC2048  HORZ ORDER  -  THIRD
 LC2048
 LC2048.The horizontal coordinates were established by classical geodetic methods
 LC2048.and adjusted by the National Geodetic Survey in October 1999..
 LC2048
 LC2048
 LC2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2048
 LC2048.The geoid height was determined by GEOID03.
 LC2048
 LC2048;                    North         East     Units Scale Factor Converg.
 LC2048;SPC IL W     -   463,280.876   723,433.255   MT  0.99994793   +0 10 54.2
 LC2048;SPC IL W     - 1,519,947.34  2,373,463.94   sFT  0.99994793   +0 10 54.2
 LC2048;UTM  16      - 4,524,998.336   256,445.103   MT  1.00033017   -1 53 24.2
 LC2048
 LC2048                          SUPERSEDED SURVEY CONTROL
 LC2048
 LC2048  NAD 83(1997)-  40 50 23.53312(N)    089 53 19.69242(W) AD(       ) 4
 LC2048  NAD 83(1986)-  40 50 23.53772(N)    089 53 19.69426(W) AD(       ) 4
 LC2048  NAD 27      -  40 50 23.40400(N)    089 53 19.29800(W) AD(       ) 3
 LC2048
 LC2048.Superseded values are not recommended for survey control.
 LC2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2048.See file dsdata.txt to determine how the superseded data were derived.
 LC2048
 LC2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5644524998(NAD 83)
 LC2048_MARKER: 90 = CHURCH SPIRE
 LC2048
 LC2048  HISTORY     - Date     Condition        Report By
 LC2048  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC2048  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC2048
 LC2048                          STATION DESCRIPTION
 LC2048
 LC2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2048'THIS STATION IS LOCATED IN THE TOWN OF BRIMFIELD, IN THE W
 LC2048'EDGE OF TOWN, 0.05 MILE N OF U.S. HIGHWAY 150, ABOUT 60 FEET
 LC2048'S OF THE CENTER LINE OF CLAY STREET AND ABOUT 100 FEET E OF
 LC2048'THE CENTER LINE OF JEFFERSON STREET, IN SEC. 24, T 10 N, R 5
 LC2048'E.  THE SPIRE ERECTED IN 1883, IS VERY PROMINENT FROM THE
 LC2048'E, S AND N, BUT IS OBSTRUCTED BY TREES FROM THE W.
 LC2048'
 LC2048'THE SPIRE RISES FROM A 20-FOOT TOWER, CONTAINING A BELL, ON
 LC2048'TOP OF A 40-FOOT TOWER WITH GOTHIC ARCHES AND STAINED GLASS
 LC2048'WINDOWS FACING N, S, E AND W.  THE SPIRE IS AN OCTAGONAL,
 LC2048'PYRAMIDAL ONE, GREY-SHINGLED WITH CREAM COLORED TRIMMINGS AT
 LC2048'THE JUNCTION OF THE FACES AND IS ABOUT 40 FEET TALL.  THERE
 LC2048'IS A LARGE KNOB AND A CROSS, ABOUT 8 FEET TALL ON TOP OF THE
 LC2048'SPIRE.  TOTAL HEIGHT IS ABOUT 108 FEET.
 LC2048
 LC2048                          STATION RECOVERY (1998)
 LC2048
 LC2048'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC2048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1378 ***********************************************************************
 MF1378  DESIGNATION -  BRISTOL NORTHEAST BASE
 MF1378  PID         -  MF1378
 MF1378  STATE/COUNTY-  IL/KENDALL
 MF1378  USGS QUAD   -  YORKVILLE (1993)
 MF1378
 MF1378                         *CURRENT SURVEY CONTROL
 MF1378  ___________________________________________________________________
 MF1378* NAD 83(1997)-  41 41 41.83733(N)    088 23 29.30440(W)     ADJUSTED  
 MF1378* NAVD 88     -       199.7    (meters)     655.     (feet)  GPS OBS   
 MF1378  ___________________________________________________________________
 MF1378  X           -     133,888.142 (meters)                     COMP
 MF1378  Y           -  -4,767,847.927 (meters)                     COMP
 MF1378  Z           -   4,220,475.657 (meters)                     COMP
 MF1378  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 MF1378  ELLIP HEIGHT-         166.71  (meters)          (02/03/05) GPS OBS
 MF1378  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1378
 MF1378  HORZ ORDER  -  FIRST
 MF1378  ELLP ORDER  -  FOURTH    CLASS II
 MF1378
 MF1378.The horizontal coordinates were established by GPS observations
 MF1378.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF1378
 MF1378.The orthometric height was determined by GPS observations and a
 MF1378.high-resolution geoid model.
 MF1378
 MF1378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1378
 MF1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1378
 MF1378.The ellipsoidal height was determined by GPS observations
 MF1378.and is referenced to NAD 83.
 MF1378
 MF1378.The geoid height was determined by GEOID03.
 MF1378
 MF1378;                    North         East     Units Scale Factor Converg.
 MF1378;SPC IL E     -   558,223.622   295,160.231   MT  0.99997529   -0 02 19.2
 MF1378;SPC IL E     - 1,831,438.67    968,371.52   sFT  0.99997529   -0 02 19.2
 MF1378;UTM  16      - 4,616,843.635   384,211.410   MT  0.99976498   -0 55 32.4
 MF1378
 MF1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1378!SPC IL E     -   0.99997385  x   0.99997529  =   0.99994914
 MF1378!UTM  16      -   0.99997385  x   0.99976498  =   0.99973884
 MF1378
 MF1378:                Primary Azimuth Mark                     Grid Az
 MF1378:SPC IL E     -  MONTGOMERY MUNICIPAL TANK                046 23 06.7
 MF1378:UTM  16      -  MONTGOMERY MUNICIPAL TANK                047 16 19.9
 MF1378
 MF1378|---------------------------------------------------------------------|
 MF1378| PID    Reference Object                     Distance      Geod. Az  |
 MF1378|                                                           dddmmss.s |
 MF1378| MF1372 MONTGOMERY MUNICIPAL TANK           APPROX. 5.4 KM 0462047.5 |
 MF1378| MF1368 MONTGOMERY WESTERN ELEC CO TK       APPROX. 4.6 KM 0485309.4 |
 MF1378| CI6757 BRISTOL NE BASE RM 1                 27.467 METERS 15002     |
 MF1378| CI6758 BRISTOL NE BASE RM 2                 25.707 METERS 23751     |
 MF1378| CI6756 BRISTOL NE BASE AZ MK                              2824923.3 |
 MF1378|---------------------------------------------------------------------|
 MF1378
 MF1378                          SUPERSEDED SURVEY CONTROL
 MF1378
 MF1378  ELLIP H (03/04/03)  166.74   (m)                       GP(       ) 4 2
 MF1378  NAD 83(1997)-  41 41 41.83565(N)    088 23 29.30232(W) AD(       ) 1
 MF1378  ELLIP H (10/21/99)  166.73   (m)                       GP(       ) 4 1
 MF1378  NAD 83(1997)-  41 41 41.83580(N)    088 23 29.30321(W) AD(       ) 1
 MF1378  NAD 83(1986)-  41 41 41.83807(N)    088 23 29.31090(W) AD(       ) 1
 MF1378  NAD 83(1986)-  41 41 41.83807(N)    088 23 29.31090(W) AD(       ) 2
 MF1378  NAD 27      -  41 41 41.73430(N)    088 23 29.05410(W) AD(       ) 2
 MF1378
 MF1378.Superseded values are not recommended for survey control.
 MF1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1378.See file dsdata.txt to determine how the superseded data were derived.
 MF1378
 MF1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8421116844(NAD 83)
 MF1378_MARKER: DS = TRIANGULATION STATION DISK
 MF1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1378+STABILITY: POSITION/ELEVATION WELL
 MF1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1378+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2005
 MF1378
 MF1378  HISTORY     - Date     Condition        Report By
 MF1378  HISTORY     - 1956     MONUMENTED       CGS
 MF1378  HISTORY     - 1960     GOOD             ILHD
 MF1378  HISTORY     - 1967     GOOD             CGS
 MF1378  HISTORY     - 1970     GOOD             NGS
 MF1378  HISTORY     - 1972     GOOD             LOCSUR
 MF1378  HISTORY     - 1973     GOOD             LOCSUR
 MF1378  HISTORY     - 19940510 GOOD             ASCPC
 MF1378  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF1378  HISTORY     - 200205   GOOD             ASCPC
 MF1378  HISTORY     - 20020530 MARK NOT FOUND   CMT
 MF1378  HISTORY     - 20050323 GOOD             USPSQD
 MF1378
 MF1378                          STATION DESCRIPTION
 MF1378
 MF1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1378'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF PLANO,
 MF1378'6 MILES SOUTHWEST OF AURORA AND 2 MILES WEST-NORTHWEST OF OSWEGO
 MF1378'ON LAND OWNED BY MR. M.E. HANDKE.  IT IS IN THE WEST END OF
 MF1378'A CULTIVATED FIELD, 59-1/2 FEET SOUTH OF THE SOUTHEAST RAIL
 MF1378'OF THE DOUBLE RAILROAD TRACKS, 43 FEET NORTH OF THE CENTER
 MF1378'OF AN EAST-WEST GRAVELED ROAD, 26 FEET NORTHEAST OF A WHITE
 MF1378'WITNESS POST, 22 FEET NORTH OF A FENCE LINE AND 12 FEET SOUTH
 MF1378'OF A FENCE LINE.  THE MARK IS SET ABOUT 16 INCHES UNDERGROUND
 MF1378'AND THE DISK IS STAMPED BRISTOL NE BASE 1956.
 MF1378'
 MF1378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34
 MF1378'AND STATE HIGHWAY 31 IN THE NORTHWEST SECTION OF OSWEGO, GO
 MF1378'NORTH ON STATE HIGHWAY 31 FOR 0.55 MILES TO CROSSROAD.  TURN
 MF1378'LEFT AND GO WEST ON GRAVELED ROAD FOR 2.0 MILES TO THE STATION
 MF1378'ON THE NORTH SIDE JUST BEFORE CROSSING RAILROAD TRACKS AS
 MF1378'DESCRIBED.
 MF1378'
 MF1378'REFERENCE MARK 1 IS 21 FEET SOUTH OF THE CENTER OF GRAVELED
 MF1378'ROAD AND 1 FOOT NORTH OF FENCE LINE.  THE MARK PROJECTS ABOUT
 MF1378'4 INCHES AND THE DISK IS STAMPED BRISTOL NE BASE NO 1 1956.
 MF1378'
 MF1378'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE CENTER OF GRAVELED
 MF1378'ROAD AND 1 FOOT NORTH OF FENCE LINE.  THE MARK PROJECTS ABOUT
 MF1378'3 INCHES AND THE DISK IS STAMPED BRISTOL NE BASE NO 2 1956.
 MF1378'
 MF1378'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF EAST-WEST
 MF1378'GRAVELED ROAD AND 3 FEET SOUTHEAST OF A WHITE WITNESS POST
 MF1378'AND A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS
 MF1378'STAMPED BRISTOL NE BASE 1956.
 MF1378'
 MF1378'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 MF1378'ROAD FOR 0.3 MILE TO THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 MF1378'
 MF1378'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1378
 MF1378                          STATION RECOVERY (1960)
 MF1378
 MF1378'RECOVERY NOTE BY IL HIGHWAY DEPT 1960
 MF1378'STATION FOUND IN GOOD CONDITION, ONE FOOT UNDERGROUND.
 MF1378'DESCRIPTION ADEQUATE
 MF1378
 MF1378                          STATION RECOVERY (1967)
 MF1378
 MF1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1378'ALL MARKS FOUND IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 MF1378'WITH BELOW CHANGES.
 MF1378'
 MF1378'REFERENCE MARK 1 IS 46 FEET WEST OF A POWER POLE.
 MF1378'
 MF1378'REFERENCE MARK 2 IS 50 FEET EAST OF A POWER POLE AND 1 FOOT
 MF1378'EAST OF A METAL WITNESS POST.
 MF1378'
 MF1378'THE AZIMUTH MARK IS 1 FOOT WEST OF A POWER POLE.
 MF1378
 MF1378                          STATION RECOVERY (1970)
 MF1378
 MF1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1378'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO
 MF1378'THE REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK
 MF1378'1 WAS FOUND TO BE SHORTER BY 0.03 OF A FOOT AND TO REFERENCE
 MF1378'MARK 2 BY 0.06 OF A FOOT.  THE STATION WAS OCCUPIED FOR
 MF1378'ADDITIONAL AZIMUTH OBJECTS.  A NEW DESCRIPTION FOLLOWS--
 MF1378'
 MF1378'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF AURORA, ON
 MF1378'THE PROPERTY OF MR. M.E. HANDKE, AT THE WEST EDGE OF A CULTIVATED
 MF1378'FIELD, 59 FEET SOUTH OF THE SOUTHEAST RAIL OF RAILROAD, 43
 MF1378'FEET NORTH OF THE CENTERLINE OF MILL RD., 12 FEET SOUTH OF
 MF1378'A FENCE, 27 FEET NORTHEAST OF AN UNDERGROUND WARNING CABLE BOX
 MF1378'AND 49 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MONUMENT IS
 MF1378'ABOUT 16 INCHES UNDERGROUND AND THE DISK IS STAMPED BRISTOL NE
 MF1378'BASE 1956.
 MF1378'
 MF1378'REFERENCE MARK 1 IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 MF1378'ROAD AND 46 FEET NORTHWEST OF A POWER POLE.  THE MONUMENT
 MF1378'PROJECTS 4 INCHES AND THE DISK IS STAMPED BRISTOL NE BASE NO 1
 MF1378'1956.
 MF1378'
 MF1378'REFERENCE MARK 2 IS 51 FEET SOUTHEAST OF A POWER POLE, 64 FEET
 MF1378'SOUTHEAST OF THE CENTERLINE OF A FIELD DRIVE, 20 FEET SOUTHWEST
 MF1378'OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF A METAL WITNESS
 MF1378'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 MF1378'BRISTOL NE BASE NO 2 1956.
 MF1378'
 MF1378'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 MF1378'3 FEET SOUTHEAST OF A POWER POLE AND 1 FOOT NORTHWEST OF A
 MF1378'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 MF1378'STAMPED BRISTOL NE BASE 1956.
 MF1378'
 MF1378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34
 MF1378'AND STATE HIGHWAY 31 AT THE WEST EDGE OF OSWEGO, GO NORTH
 MF1378'ON HIGHWAY 31 FOR 0.55 MILE TO A PAVED CROSSROAD.  TURN LEFT
 MF1378'AND GO WEST ON MILL RD. FOR 2.0 MILES TO RAILROAD CROSSING
 MF1378'AND STATION ON THE RIGHT.  CONTINUE WEST FOR 0.3 MILE TO THE
 MF1378'AZIMUTH MARK ON THE LEFT.
 MF1378'
 MF1378'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1378'
 MF1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 MF1378'MILES NORTHWEST OF OSWEGO
 MF1378
 MF1378                          STATION RECOVERY (1972)
 MF1378
 MF1378'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1378'ALL MARKS RECOVERED GOOD COND. AS DESCRIBED.
 MF1378'
 MF1378'HORIZONTAL GEODETIC DISTANCE TO AZIMUTH MARK = 1591.15 FT
 MF1378'(MEASURED WITH LASER RANGER AS PART OF A TRAVERSE TO BRISTOL
 MF1378'SW BASE)
 MF1378
 MF1378                          STATION RECOVERY (1973)
 MF1378
 MF1378'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (JJ)
 MF1378'BRISTOL NE BASE 1956-GOOD
 MF1378'
 MF1378'BRISTOL NE BASE 1956 (AZIM)-GOOD
 MF1378'
 MF1378'BRISTOL NE BASE NO 1 1956-GOOD
 MF1378'
 MF1378'BRISTOL NE BASE NO 2 1956-GOOD
 MF1378
 MF1378                          STATION RECOVERY (1994)
 MF1378
 MF1378'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1994 (TB)
 MF1378'RECOVERY NOTE -- BRISTOL NORTHEAST BASE RECOVERED IN GOOD CONDITION AS
 MF1378'DESCRIBED EXCEPT PROPERTY IS NOW OWNED BY MS. K. GAWORSKI (708)
 MF1378'554-3631 AND SHE MUST BE CONTACTED TO GAIN ACCESS TO THE PROPERTY.
 MF1378'ALSO THE POWER POLES DESCRIBED HAVE BEEN REPLACED SO REFERENCES DO NOT
 MF1378'APPLY. THE SIGN IS GONE AND AREA IS USED AS PASTURE.
 MF1378
 MF1378                          STATION RECOVERY (2001)
 MF1378
 MF1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1378'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1378
 MF1378                          STATION RECOVERY (2002)
 MF1378
 MF1378'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1378'RECOVERED AS DESCRIBED
 MF1378' 
 MF1378' 
 MF1378'
 MF1378
 MF1378                          STATION RECOVERY (2002)
 MF1378
 MF1378'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 MF1378'MONUMENT IS THERE BUT OWNER WOULD NOT ALLOW ACCESS ON PROPERTY.
 MF1378
 MF1378                          STATION RECOVERY (2005)
 MF1378
 MF1378'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAD)
 MF1378'EAST-WEST GRAVEL ROAD IS NOW PAVED, NAMED MILL ROAD.
 MF1378' 
 MF1378'NO ACCESS ATTEMPTED TO BRISTOL NE BASE 1956
 MF1378' 
 MF1378'BRISTOL NE BASE 1956 (AZIM) - NOT FOUND, HOUSING DEVELOPMENT IN THAT
 MF1378'AREA HAS WIDENED MILL ROAD AND RAISED GROUND LEVEL.
 MF1378' 
 MF1378'BRISTOL NE BASE NO1 1956 - GOOD, NOW 15 FEET EAST OF NEW POWER POLE.
 MF1378' 
 MF1378'BRISTOL NE BASE NO2 1956 - GOOD, NOW 47 FEET WEST OF NEW POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1498 ***********************************************************************
 MF1498  DESIGNATION -  BRISTOL SOUTHWEST BASE
 MF1498  PID         -  MF1498
 MF1498  STATE/COUNTY-  IL/KENDALL
 MF1498  USGS QUAD   -  PLANO (1994)
 MF1498
 MF1498                         *CURRENT SURVEY CONTROL
 MF1498  ___________________________________________________________________
 MF1498* NAD 83(1997)-  41 40 00.75959(N)    088 31 05.93189(W)     ADJUSTED  
 MF1498* NAVD 88     -       196.7    (meters)     645.     (feet)  GPS OBS   
 MF1498  ___________________________________________________________________
 MF1498  X           -     123,386.360 (meters)                     COMP
 MF1498  Y           -  -4,770,203.438 (meters)                     COMP
 MF1498  Z           -   4,218,144.526 (meters)                     COMP
 MF1498  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 MF1498  ELLIP HEIGHT-         163.66  (meters)          (02/03/05) GPS OBS
 MF1498  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF1498
 MF1498  HORZ ORDER  -  FIRST
 MF1498  ELLP ORDER  -  FOURTH    CLASS II
 MF1498
 MF1498.The horizontal coordinates were established by GPS observations
 MF1498.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF1498
 MF1498.The orthometric height was determined by GPS observations and a
 MF1498.high-resolution geoid model.
 MF1498
 MF1498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1498
 MF1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1498
 MF1498.The ellipsoidal height was determined by GPS observations
 MF1498.and is referenced to NAD 83.
 MF1498
 MF1498.The geoid height was determined by GEOID03.
 MF1498
 MF1498;                    North         East     Units Scale Factor Converg.
 MF1498;SPC IL E     -   555,120.152   284,594.886   MT  0.99997792   -0 07 22.7
 MF1498;SPC IL E     - 1,821,256.70    933,708.39   sFT  0.99997792   -0 07 22.7
 MF1498;UTM  16      - 4,613,904.624   373,601.378   MT  0.99979661   -1 00 34.2
 MF1498
 MF1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1498!SPC IL E     -   0.99997433  x   0.99997792  =   0.99995225
 MF1498!UTM  16      -   0.99997433  x   0.99979661  =   0.99977095
 MF1498
 MF1498:                Primary Azimuth Mark                     Grid Az
 MF1498:SPC IL E     -  YY 49 OFFSET                             073 01 10.4
 MF1498:UTM  16      -  YY 49 OFFSET                             073 54 21.9
 MF1498
 MF1498|---------------------------------------------------------------------|
 MF1498| PID    Reference Object                     Distance      Geod. Az  |
 MF1498|                                                           dddmmss.s |
 MF1498| DF4467 YY 49 OFFSET                        435.416 METERS 0725347.7 |
 MF1498| CI6760 BRISTOL SW BASE RM 1                 22.628 METERS 11211     |
 MF1498| CI6761 BRISTOL SW BASE RM 2                 23.297 METERS 21541     |
 MF1498| MF1499 PLANO MUNICIPAL TANK                APPROX. 1.6 KM 2472904.0 |
 MF1498|---------------------------------------------------------------------|
 MF1498
 MF1498                          SUPERSEDED SURVEY CONTROL
 MF1498
 MF1498  ELLIP H (03/04/03)  163.68   (m)                       GP(       ) 4 2
 MF1498  NAD 83(1997)-  41 40 00.76155(N)    088 31 05.92807(W) AD(       ) 2
 MF1498  NAD 83(1986)-  41 40 00.76449(N)    088 31 05.93678(W) AD(       ) 2
 MF1498  NAD 27      -  41 40 00.66340(N)    088 31 05.66460(W) AD(       ) 2
 MF1498
 MF1498.Superseded values are not recommended for survey control.
 MF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1498.See file dsdata.txt to determine how the superseded data were derived.
 MF1498
 MF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7360113905(NAD 83)
 MF1498_MARKER: DS = TRIANGULATION STATION DISK
 MF1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1498+STABILITY: SURFACE MOTION
 MF1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1498+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 MF1498
 MF1498  HISTORY     - Date     Condition        Report By
 MF1498  HISTORY     - 1956     MONUMENTED       CGS
 MF1498  HISTORY     - 1966     GOOD             CGS
 MF1498  HISTORY     - 1970     GOOD             NGS
 MF1498  HISTORY     - 1972     GOOD             LOCSUR
 MF1498  HISTORY     - 20010331 GOOD             NGS
 MF1498  HISTORY     - 200205   GOOD             ASCPC
 MF1498  HISTORY     - 20020530 GOOD             CMT
 MF1498
 MF1498                          STATION DESCRIPTION
 MF1498
 MF1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1498'THE STATION IS ABOUT 1 MILE EAST-NORTHEAST OF THE TOWN OF PLANO,
 MF1498'4 MILES NORTHWEST OF THE TOWN OF YORKVILLE AND 4 MILES WEST
 MF1498'OF THE JUNCITON OF U.S. HIGHWAY 34 AND STATE HIGHWAY 47 ON
 MF1498'THE NORTH EDGE OF A ROAD RIGHT-OF-WAY.  IT IS 23 FEET NORTH
 MF1498'OF THE CENTER OF THE GRAVEL ROAD, 81 FEET NORTH OF THE NORTH RAIL
 MF1498'OF THE RAILROAD, 5 FEET EAST OF A WHITE WITNESS POST, AND IN
 MF1498'THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1498'BRISTOL SW BASE 1956.
 MF1498'
 MF1498'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 MF1498'STATE HIGHWAY 47, ABOUT 1-1/4 MILES NORTH OF YORKVILLE, GO
 MF1498'WESTERLY ON U.S. HIGHWAY 34 FOR 3.8 MILES TO A GRAVEL CROSSROAD,
 MF1498'TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 0.3 MILE TO A
 MF1498'GRAVEL SIDE ROAD LEFT, JUST AFTER CROSSING THE RAILROAD TRACK.
 MF1498'TURN LEFT AND GO WEST ON THE GRAVEL SIDE ROAD FOR 0.1 MILE TO
 MF1498'THE STATION ON THE RIGHT AS DESCRIBED.
 MF1498'
 MF1498'TO REACH BENCH MARK YY 49 FROM THE STATION, GO EAST ON THE
 MF1498'GRAVEL ROAD FOR 0.1 MILE TO A T-INTERSECTION.  TURN RIGHT AND
 MF1498'GO SOUTH ACROSS THE RAILROAD TRACKS TO THE SOUTH RIGHT-OF-WAY
 MF1498'OF THE RAILROAD.  TURN LEFT AND GO EAST ALONG THE SOUTH SIDE
 MF1498'OF THE RAILROAD TRACKS FOR 0.2 MILE TO THE MARK.
 MF1498'
 MF1498'REFERENCE MARK 1 IS 34 FEET NORTH OF THE NORTH RAIL OF THE
 MF1498'RAILROAD, 24 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, AND
 MF1498'12 FEET SOUTHEAST OF A TELEPHONE POLE.  THE MARK IS FLUSH AND
 MF1498'THE DISK IS STAMPED BRISTOL SW BASE NO 1 1956.
 MF1498'
 MF1498'REFERENCE MARK 2 IS 34 FEET NORTH OF THE NORTH RAIL OF THE
 MF1498'RAILROAD AND 25 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.
 MF1498'THE MARK IS FLUSH AND THE DISK IS STAMPED BRISTOL SW BASE NO
 MF1498'2 1956.
 MF1498'
 MF1498'BENCH MARK YY 49 WAS USED AS THE AZIMUTH MARK.  IT IS 27 FEET
 MF1498'NORTH OF A TELEPHONE POLE, 6 FEET SOUTH OF THE SOUTH RAIL OF
 MF1498'THE RAILROAD, AND 3 FEET EAST OF A SIGNAL RELAY POST.  THE
 MF1498'MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK SET FLUSH IN
 MF1498'A DRILL HOLE IN A CONCRETE FOUNDATION OF AN OLD SIGNAL BRIDGE
 MF1498'AND THE DISK IS STAMPED YY 49 1934.
 MF1498'
 MF1498'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1498
 MF1498                          STATION RECOVERY (1966)
 MF1498
 MF1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1498'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 MF1498'IN GOOD CONDITION AT THIS TIME.  THE PREVIOUS DESCRIPTION
 MF1498'IS GOOD WITH THE BELOW CHANGES.
 MF1498'
 MF1498'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 MF1498'
 MF1498'BENCH MARK YY 49 IS NOW COVERED BY 3 INCHES OF GRAVEL.  IT IS
 MF1498'2-1/2 FEET NORTH OF A METAL WITNESS POST AND 8 FEET EAST OF
 MF1498'A METAL COVERED 30 INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT
 MF1498'1 FOOT.
 MF1498
 MF1498                          STATION RECOVERY (1970)
 MF1498
 MF1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1498'THE STATION MARK, REFERENCE MARKS AND THE BENCH MARK USED AS
 MF1498'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCE
 MF1498'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  THE PLANO
 MF1498'MUNICIPAL WATER TANK.  1954 HAS BEEN TORN DOWN AND REPLACED
 MF1498'BY A NEW TANK.  THE STATION WAS OCCUPIED TO GET POSITION ON
 MF1498'NEW TANK.  A NEW DESCRIPTION FOLLOWS--
 MF1498'
 MF1498'THE STATION IS 80 FEET NORTH OF THE NORTH RAIL OF RAILROAD, 23
 MF1498'FEET NORTH OF THE CENTERLINE OF MAIN STREET RD., 1 FOOT SOUTH
 MF1498'OF A FENCE AND 2 FEET WEST OF A METAL WITNESS POST.  THE
 MF1498'MONUMENT IS FLUSH AND THE DISK IS STAMPED BRISTOL SW BASE 1956.
 MF1498'
 MF1498'TO REACH THE STATION FROM THE RAILROAD DEPOT AND THE INTERSECTION
 MF1498'OF HUGH AND MAIN STREETS IN PLANO, GO EAST ON MAIN STREET FOR
 MF1498'1.2 MILES TO THE STATION ON THE LEFT.  CONTINUE EAST FOR 0.1
 MF1498'MILE TO THE INTERSECTION WITH NEEDHAM ROAD.  TURN RIGHT ON
 MF1498'NEEDHAM RD. CROSSING RAILROAD TRACKS FOR ABOUT 50 FEET THEN GO
 MF1498'EAST ALONG THE SOUTH SIDE OF THE TRACKS ON TRACK ROAD FOR 0.2
 MF1498'MILE TO THE MARK AS DESCRIBED.
 MF1498'
 MF1498'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 MF1498'9 FEET SOUTHEAST OF A TELEPHONE POLE AND 34 FEET NORTH OF THE
 MF1498'NORTH RAIL OF THE RAILROAD TRACK.  THE MONUMENT IS FLUSH AND THE
 MF1498'DISK IS STAMPED BRISTOL SW BASE NO 1 1956.
 MF1498'
 MF1498'REFERENCE MARK 2 IS 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 MF1498'AND 34 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK.
 MF1498'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BRISTOL SW BASE
 MF1498'NO 2 1956.
 MF1498'
 MF1498'YY 49 1934 IS A STANDARD BENCH MARK DISK SET IN A DRILL HOLE
 MF1498'IN THE CONCRETE FOUNDATION OF AN OLD SIGNAL LIGHT BRIDGE, COVERED
 MF1498'BY 3 INCHES OF GRAVEL, 2-1/2 FEET NORTH OF A METAL WITNESS
 MF1498'POST, 12 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET
 MF1498'SOUTH OF THE SOUTH RAIL, 8 FEET EAST OF A METAL COVERED 30
 MF1498'INCH CONCRETE CYLINDER WHICH PROJECTS ABOUT 1 FOOT.
 MF1498'
 MF1498'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1498'
 MF1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1
 MF1498'MILE EAST OF PLANO
 MF1498
 MF1498                          STATION RECOVERY (1972)
 MF1498
 MF1498'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1498'ALL MARKS RECOVERED GOOD COND. AS DESC.
 MF1498'
 MF1498'HORIZONTAL GEODETIC DISTANCE FROM STATION TO BM YY 49 = 1549.10
 MF1498'FT
 MF1498'
 MF1498'HORIZONTAL GEODETIC DISTANCE FROM STATION TO R.M. YY 49 = 1607.05
 MF1498'FT
 MF1498'
 MF1498'(LINES MEASURED WITH LASER RANGER AS PART OF A TRAVERSE TO
 MF1498'BRISTOL NE BASE)
 MF1498
 MF1498                          STATION RECOVERY (2001)
 MF1498
 MF1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1498'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1498
 MF1498                          STATION RECOVERY (2002)
 MF1498
 MF1498'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1498'RECOVERED AS DESCRIBED
 MF1498' 
 MF1498'
 MF1498
 MF1498                          STATION RECOVERY (2002)
 MF1498
 MF1498'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 MF1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3129 ***********************************************************************
 ME3129  DESIGNATION -  BROADVIEW INTL HARVESTER TK
 ME3129  PID         -  ME3129
 ME3129  STATE/COUNTY-  IL/COOK
 ME3129  USGS QUAD   -  BERWYN (1993)
 ME3129
 ME3129                         *CURRENT SURVEY CONTROL
 ME3129  ___________________________________________________________________
 ME3129* NAD 83(1997)-  41 51 10.19808(N)    087 51 07.63492(W)     ADJUSTED  
 ME3129* NAVD 88     -                                                        
 ME3129  ___________________________________________________________________
 ME3129  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 ME3129  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME3129
 ME3129  HORZ ORDER  -  THIRD
 ME3129
 ME3129.The horizontal coordinates were established by classical geodetic methods
 ME3129.and adjusted by the National Geodetic Survey in October 1999..
 ME3129
 ME3129
 ME3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3129
 ME3129.The geoid height was determined by GEOID03.
 ME3129
 ME3129;                    North         East     Units Scale Factor Converg.
 ME3129;SPC IL E     -   575,868.848   339,959.609   MT  0.99999464   +0 19 15.9
 ME3129;SPC IL E     - 1,889,329.71  1,115,350.82   sFT  0.99999464   +0 19 15.9
 ME3129;UTM  16      - 4,633,787.590   429,266.718   MT  0.99966156   -0 34 06.9
 ME3129
 ME3129                          SUPERSEDED SURVEY CONTROL
 ME3129
 ME3129  NAD 83(1997)-  41 51 10.19816(N)    087 51 07.63535(W) AD(       ) 4
 ME3129  NAD 83(1997)-  41 51 10.19991(N)    087 51 07.64490(W) AD(       ) 4
 ME3129  NAD 83(1986)-  41 51 10.20089(N)    087 51 07.64463(W) AD(       ) 4
 ME3129  NAD 27      -  41 51 10.09065(N)    087 51 07.43088(W) AD(       ) 3
 ME3129
 ME3129.Superseded values are not recommended for survey control.
 ME3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3129.See file dsdata.txt to determine how the superseded data were derived.
 ME3129
 ME3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2926733788(NAD 83)
 ME3129_MARKER: 53 = ELEVATED TANK
 ME3129
 ME3129  HISTORY     - Date     Condition        Report By
 ME3129  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3129  HISTORY     - 1972     GOOD             LOCSUR
 ME3129  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3129
 ME3129                          STATION DESCRIPTION
 ME3129
 ME3129'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3129'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3129'INTERNATIONAL
 ME3129'HARVESTER COMPANY LOCATED ON THE EAST SIDE OF THE INTERSECTION OF
 ME3129'17TH AVENUE AND 19TH STREET 0.2
 ME3129'MILE NORTH OF CERMAK ROAD (STATE HIGHWAY 55) IN THE SOUTH
 ME3129'SECTION OF BROADVIEW.  IT IS A SPHERICAL TANK
 ME3129'SUPPORTED BY A SINGLE STEEL PEDASTAL AND
 ME3129'IS PAINTED SILVER WITH THE INTERNATIONAL HARVESTER EMBLED
 ME3129'PAINTED ON THREE SIDES IN BLACK
 ME3129'AND RED.  THE HEIGHT IS ABOUT 110 FEET.
 ME3129
 ME3129                          STATION RECOVERY (1972)
 ME3129
 ME3129'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (PK)
 ME3129'RECOVERED AS DESCRIBED ON THIS DATE BY PAUL KUBECKA.
 ME3129
 ME3129                          STATION RECOVERY (1989)
 ME3129
 ME3129'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1135 ***********************************************************************
 LC1135  DESIGNATION -  BROADWELL 2
 LC1135  PID         -  LC1135
 LC1135  STATE/COUNTY-  IL/LOGAN
 LC1135  USGS QUAD   -  BROADWELL (1980)
 LC1135
 LC1135                         *CURRENT SURVEY CONTROL
 LC1135  ___________________________________________________________________
 LC1135* NAD 83(1997)-  40 04 06.23919(N)    089 26 50.28067(W)     ADJUSTED  
 LC1135* NAVD 88     -       179.89   (meters)     590.2    (feet)  RESET     
 LC1135  ___________________________________________________________________
 LC1135  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 LC1135  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1135
 LC1135  HORZ ORDER  -  THIRD
 LC1135  VERT ORDER  -  THIRD
 LC1135
 LC1135.The horizontal coordinates were established by classical geodetic methods
 LC1135.and adjusted by the National Geodetic Survey in October 1999..
 LC1135.No horizontal observational check was made to the station.
 LC1135
 LC1135.The orthometric height was computed from unverified reset data.
 LC1135
 LC1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1135
 LC1135.The geoid height was determined by GEOID03.
 LC1135
 LC1135;                    North         East     Units Scale Factor Converg.
 LC1135;SPC IL W     -   377,830.118   761,364.812   MT  0.99998752   +0 27 47.1
 LC1135;SPC IL W     - 1,239,597.65  2,497,911.05   sFT  0.99998752   +0 27 47.1
 LC1135;UTM  16      - 4,438,219.042   291,296.774   MT  1.00013624   -1 34 33.2
 LC1135
 LC1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1135!SPC IL W     -   0.99997688  x   0.99998752  =   0.99996440
 LC1135!UTM  16      -   0.99997688  x   1.00013624  =   1.00011312
 LC1135
 LC1135:                Primary Azimuth Mark                     Grid Az
 LC1135:SPC IL W     -  LINCOLN ST FARM COLONY WTR TK            046 43 46.1
 LC1135:UTM  16      -  LINCOLN ST FARM COLONY WTR TK            048 46 06.4
 LC1135
 LC1135|---------------------------------------------------------------------|
 LC1135| PID    Reference Object                     Distance      Geod. Az  |
 LC1135|                                                           dddmmss.s |
 LC1135| LC1920 LINCOLN ST FARM COLONY WTR TK       APPROX. 7.1 KM 0471133.2 |
 LC1135| CI6763 BROADWELL AZ MK                                    1250206.6 |
 LC1135| LC1134 BROADWELL                            11.117 METERS 14848     |
 LC1135| LC1136 BROADWELL RM 2                       17.864 METERS 20609     |
 LC1135| LC1137 BROADWELL 2 RM 3                      4.712 METERS 26304     |
 LC1135|---------------------------------------------------------------------|
 LC1135
 LC1135                          SUPERSEDED SURVEY CONTROL
 LC1135
 LC1135  NAD 83(1986)-  40 04 06.25118(N)    089 26 50.27394(W) AD(       ) 3
 LC1135  NAD 27      -  40 04 06.08369(N)    089 26 49.91156(W) AD(       ) 3
 LC1135  NGVD 29 (07/19/86)  179.98   (m)          590.5    (f) LEVELING    3  
 LC1135
 LC1135.Superseded values are not recommended for survey control.
 LC1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1135.See file dsdata.txt to determine how the superseded data were derived.
 LC1135
 LC1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9129738219(NAD 83)
 LC1135_MARKER: DB = BENCH MARK DISK
 LC1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1135_STAMPING: BROADWELL 2 1972
 LC1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1135+STABILITY: SURFACE MOTION
 LC1135
 LC1135  HISTORY     - Date     Condition        Report By
 LC1135  HISTORY     - 1972     MONUMENTED       NGS
 LC1135  HISTORY     - 1972     GOOD             NGS
 LC1135
 LC1135                          STATION DESCRIPTION
 LC1135
 LC1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LC1135'THE STATION IS LOCATED ABOUT 0.2 MILE WEST OF BROADWELL,
 LC1135'ALONG THE WEST SIDE OF INTERSTATE HIGHWAY 57, 27 FEET NORTHEAST
 LC1135'OF THE CENTERLINE OF A DRIVEWAY, 8 FEET NORTH OF A POWER
 LC1135'POLE, 8 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, 22 FEET
 LC1135'SOUTHEAST OF A 16 HACKBERRY TREE, 76 FEET EAST OF THE SOUTHEAST
 LC1135'CORNER OF A FRAME HOUSE AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 LC1135'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BROADWELL
 LC1135'2 1972.
 LC1135'
 LC1135'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LC1135'66 AND THE MAIN STREET IN BROADWELL, GO WEST-NORTHWEST ON THE
 LC1135'STREET FOR 0.2 MILE TO THE INTERSECTION OF INTERSTATE HIGHWAY
 LC1135'57 AND THE STATION AS DESCRIBED.
 LC1135'
 LC1135'REFERENCE MARK 2 IS 5 FEET WEST OF THE WEST RIGHT-OF-WAY
 LC1135'FENCE OF HIGHWAY, 1 FOOT NORTH OF A FENCE, 7 FEET WEST OF A
 LC1135'POWER POLE, 73 FEET SOUTH OF THE TREE, 23 FEET SOUTHWEST OF THE
 LC1135'CENTERLINE OF THE DRIVEWAY AND 33 FEET SOUTHWEST OF THE CENTER
 LC1135'OF AN ELECTRIC MANHOLE COVER.  THE MONUMENT IS FLUSH AND THE
 LC1135'DISK IS STAMPED BROADWELL NO 2 1960.
 LC1135'
 LC1135'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BROADWELL 2 NO 3
 LC1135'1972, SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK, 21 FEET
 LC1135'SOUTH OF THE TREE, 15 FEET WEST OF THE POWER POLE, 62 FEET
 LC1135'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 11
 LC1135'FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, AND 1 FOOT SOUTH OF
 LC1135'THE NORTH EDGE OF THE SIDEWALK.
 LC1135'
 LC1135'THE AZIMUTH MARK IS 212 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LC1135'THE BROADWELL RAILROAD DEPOT, 40.7 FEET EAST OF THE EAST
 LC1135'RAIL OF RAILROAD, 15 FEET SOUTH-SOUTHWEST OF THE CENTERLINE
 LC1135'OF SURFACED ROAD AND 2.5 FEET W WEST-SOUTHWEST OF A METAL
 LC1135'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LC1135'BROADWELL 1960.
 LC1135'
 LC1135'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC1135
 LC1135                          STATION RECOVERY (1972)
 LC1135
 LC1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LC1135'0.2 MI W FROM BROADWELL.
 LC1135'0.2 MILE WEST ALONG MAIN STREET FROM ITS INTERSECTION WITH U.S.
 LC1135'HIGHWAY 66 AT BROADWELL, ALONG THE WEST SIDE OF INTERSTATE HIGHWAY
 LC1135'57, 27 FEET NORTHEAST OF THE CENTERLINE OF A DRIVEWAY, 8 FEET
 LC1135'NORTH OF A POWER POLE, 8 FEET NORTH OF THE NORTH EDGE OF A
 LC1135'SIDEWALK, 22 FEET SOUTHEAST OF A 16 INCH HACKBERRY TREE, 76 FEET
 LC1135'EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 1 FOOT SOUTHWEST
 LC1135'OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST
 LC1135'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1137 ***********************************************************************
 LC1137  DESIGNATION -  BROADWELL 2 RM 3
 LC1137  PID         -  LC1137
 LC1137  STATE/COUNTY-  IL/LOGAN
 LC1137  USGS QUAD   -  BROADWELL (1980)
 LC1137
 LC1137                         *CURRENT SURVEY CONTROL
 LC1137  ___________________________________________________________________
 LC1137* NAD 83(1986)-  40 04 07.     (N)    089 26 46.     (W)     SCALED    
 LC1137* NAVD 88     -       179.91   (meters)     590.3    (feet)  RESET     
 LC1137  ___________________________________________________________________
 LC1137  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1137
 LC1137  VERT ORDER  -  THIRD
 LC1137
 LC1137.The horizontal coordinates were scaled from a topographic map and have
 LC1137.an estimated accuracy of +/- 6 seconds.
 LC1137
 LC1137.The orthometric height was computed from unverified reset data.
 LC1137
 LC1137.The geoid height was determined by GEOID03.
 LC1137
 LC1137;                    North         East    Units  Estimated Accuracy
 LC1137;SPC IL W     -   377,850.      761,470.      MT  (+/- 180 meters Scaled)
 LC1137
 LC1137                          SUPERSEDED SURVEY CONTROL
 LC1137
 LC1137.No superseded survey control is available for this station.
 LC1137
 LC1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK913382(NAD 83)
 LC1137_MARKER: DR = REFERENCE MARK DISK
 LC1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1137_SP_SET: SIDEWALK
 LC1137_STAMPING: BROADWELL 2 NO 3 1972
 LC1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1137
 LC1137  HISTORY     - Date     Condition        Report By
 LC1137  HISTORY     - 1972     MONUMENTED       NGS
 LC1137
 LC1137                          STATION DESCRIPTION
 LC1137
 LC1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LC1137'0.2 MI W FROM BROADWELL.
 LC1137'0.2 MILE WEST ALONG MAIN STREET FROM ITS INTERSECTION WITH U.S.
 LC1137'HIGHWAY 66 AT BROADWELL, ALONG THE WEST SIDE OF INTERSTATE
 LC1137'HIGHWAY 57, A STANDARD DISK SET IN A DRILL HOLE IN CONCRETE
 LC1137'SIDEWALK, 21 FEET SOUTH OF A 16 INCH HACKBERRY TREE, 15 FEET WEST
 LC1137'OF A POWER POLE, 62 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 LC1137'OF A FRAME HOUSE, 11 FEET EAST OF THE CENTERLINE OF A DRIVEWAY
 LC1137'AND 1 FOOT SOUTH OF THE NORTH EDGE OF A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1136 ***********************************************************************
 LC1136  DESIGNATION -  BROADWELL RM 2
 LC1136  PID         -  LC1136
 LC1136  STATE/COUNTY-  IL/LOGAN
 LC1136  USGS QUAD   -  BROADWELL (1980)
 LC1136
 LC1136                         *CURRENT SURVEY CONTROL
 LC1136  ___________________________________________________________________
 LC1136* NAD 83(1986)-  40 04 05.     (N)    089 26 49.     (W)     SCALED    
 LC1136* NAVD 88     -       179.595  (meters)     589.22   (feet)  ADJUSTED  
 LC1136  ___________________________________________________________________
 LC1136  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1136  DYNAMIC HT  -         179.503 (meters)     588.92  (feet)  COMP
 LC1136  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 LC1136
 LC1136  VERT ORDER  -  SECOND    CLASS 0
 LC1136
 LC1136.The horizontal coordinates were scaled from a topographic map and have
 LC1136.an estimated accuracy of +/- 6 seconds.
 LC1136
 LC1136.The orthometric height was determined by differential leveling
 LC1136.and adjusted by the National Geodetic Survey in June 1991..
 LC1136
 LC1136.The geoid height was determined by GEOID03.
 LC1136
 LC1136.The dynamic height is computed by dividing the NAVD 88
 LC1136.geopotential number by the normal gravity value computed on the
 LC1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1136.degrees latitude (g = 980.6199 gals.).
 LC1136
 LC1136.The modeled gravity was interpolated from observed gravity values.
 LC1136
 LC1136;                    North         East    Units  Estimated Accuracy
 LC1136;SPC IL W     -   377,790.      761,400.      MT  (+/- 180 meters Scaled)
 LC1136
 LC1136                          SUPERSEDED SURVEY CONTROL
 LC1136
 LC1136  NGVD 29 (??/??/92)  179.683  (m)          589.51   (f) ADJ UNCH    2 0
 LC1136
 LC1136.Superseded values are not recommended for survey control.
 LC1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1136.See file dsdata.txt to determine how the superseded data were derived.
 LC1136
 LC1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK913381(NAD 83)
 LC1136_MARKER: DR = REFERENCE MARK DISK
 LC1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1136_STAMPING: BROADWELL NO 2 1960
 LC1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1136+STABILITY: SURFACE MOTION
 LC1136
 LC1136  HISTORY     - Date     Condition        Report By
 LC1136  HISTORY     - 1960     MONUMENTED       CGS
 LC1136  HISTORY     - 1972     GOOD             NGS
 LC1136
 LC1136                          STATION DESCRIPTION
 LC1136
 LC1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LC1136'0.2 MI W FROM BROADWELL.
 LC1136'0.2 MILE WEST ALONG MAIN STREET FROM ITS INTERSECTION WITH U.S.
 LC1136'HIGHWAY 66 AT BROADWELL, ALONG THE WEST SIDE OF INTERSTATE HIGHWAY
 LC1136'57, 5 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF
 LC1136'A FENCE, 7 FEET WEST OF A POWER POLE, 73 FEET SOUTH OF A 16 INCH
 LC1136'HACKBERRY TREE, 23 FEET SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY,
 LC1136'33 FEET SOUTHWEST OF THE CENTER OF AN ELECTRIC MANHOLE COVER,
 LC1136'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0903 ***********************************************************************
 KB0903  DESIGNATION -  BROKAW
 KB0903  PID         -  KB0903
 KB0903  STATE/COUNTY-  IL/MACOUPIN
 KB0903  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0903
 KB0903                         *CURRENT SURVEY CONTROL
 KB0903  ___________________________________________________________________
 KB0903* NAD 83(1997)-  39 05 56.28281(N)    089 42 08.30367(W)     ADJUSTED  
 KB0903* NAVD 88     -       207.386  (meters)     680.40   (feet)  ADJUSTED  
 KB0903  ___________________________________________________________________
 KB0903  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 KB0903  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KB0903  DYNAMIC HT  -         207.264 (meters)     680.00  (feet)  COMP
 KB0903  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 KB0903
 KB0903  HORZ ORDER  -  SECOND
 KB0903  VERT ORDER  -  SECOND    CLASS 0
 KB0903
 KB0903.The horizontal coordinates were established by classical geodetic methods
 KB0903.and adjusted by the National Geodetic Survey in October 1999..
 KB0903
 KB0903.The orthometric height was determined by differential leveling
 KB0903.and adjusted by the National Geodetic Survey in June 1991..
 KB0903
 KB0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0903
 KB0903.The geoid height was determined by GEOID03.
 KB0903
 KB0903.The dynamic height is computed by dividing the NAVD 88
 KB0903.geopotential number by the normal gravity value computed on the
 KB0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0903.degrees latitude (g = 980.6199 gals.).
 KB0903
 KB0903.The modeled gravity was interpolated from observed gravity values.
 KB0903
 KB0903;                    North         East     Units Scale Factor Converg.
 KB0903;SPC IL W     -   270,058.304   740,167.475   MT  0.99996104   +0 17 34.3
 KB0903;SPC IL W     -   886,016.29  2,428,366.12   sFT  0.99996104   +0 17 34.3
 KB0903;UTM  16      - 4,331,236.129   266,310.954   MT  1.00027248   -1 42 18.0
 KB0903
 KB0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0903!SPC IL W     -   0.99997236  x   0.99996104  =   0.99993340
 KB0903!UTM  16      -   0.99997236  x   1.00027248  =   1.00024484
 KB0903
 KB0903|---------------------------------------------------------------------|
 KB0903| PID    Reference Object                     Distance      Geod. Az  |
 KB0903|                                                           dddmmss.s |
 KB0903| KB0902 BROKAW RM 1                           9.742 METERS 05542     |
 KB0903| KB0901 BROKAW RM 2                          10.326 METERS 19256     |
 KB0903| KB1437 MOUNT OLIVE IMMANUEL LUTH CH        APPROX. 3.6 KM 2150001.7 |
 KB0903| KB1439 MOUNT OLIVE MUNICIPAL TANK          APPROX. 3.5 KM 2165725.5 |
 KB0903|---------------------------------------------------------------------|
 KB0903
 KB0903                          SUPERSEDED SURVEY CONTROL
 KB0903
 KB0903  NAD 83(1986)-  39 05 56.29095(N)    089 42 08.29671(W) AD(       ) 2
 KB0903  NAD 27      -  39 05 56.12540(N)    089 42 07.97500(W) AD(       ) 2
 KB0903  NGVD 29 (??/??/92)  207.515  (m)          680.82   (f) ADJ UNCH    2 0
 KB0903
 KB0903.Superseded values are not recommended for survey control.
 KB0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0903.See file dsdata.txt to determine how the superseded data were derived.
 KB0903
 KB0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6631131236(NAD 83)
 KB0903_MARKER: DE = TRAVERSE STATION DISK
 KB0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0903_STAMPING: BROKAW 1960
 KB0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0903+STABILITY: SURFACE MOTION
 KB0903
 KB0903  HISTORY     - Date     Condition        Report By
 KB0903  HISTORY     - 1960     MONUMENTED       CGS
 KB0903  HISTORY     - 1960     GOOD             CGS
 KB0903
 KB0903                          STATION DESCRIPTION
 KB0903
 KB0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB0903'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF WHITE CITY,
 KB0903'ABOUT 2 MILES NORTH-NORTHEAST OF MOUNT OLIVE AND ON THE EAST
 KB0903'RIGHT-OF-WAY OF U.S. ROUTE 66.
 KB0903'
 KB0903'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 66 AND STATE
 KB0903'ROUTE 16 AT THE WEST EDGE OF LITCHFIELD, GO SOUTH ON U.S. ROUTE
 KB0903'66 FOR 5.95 MILES TO A DRIVEWAY ON THE LEFT ACROSS A GRADER DITCH,
 KB0903'TURN LEFT CROSSING NORTH BOUND LANE AND GRADER DITCH, TURN LEFT
 KB0903'AND GO NORTH ALONG EAST RIGHT-OF-WAY FOR ABOUT 120 FEET TO A POWER
 KB0903'LINE POLE AND THE STATION.
 KB0903'
 KB0903'STATION MARK, A STANDARD TRAVERSE STATION MARK DISK SET IN TOP OF A
 KB0903'12 INCH SQUARE CONCRETE POST PROJECTING ABOUT 1 INCH AND THE
 KB0903'DISK IS STAMPED BROKAW 1960. THE MARK IS 65.5 FEET WEST OF THE WEST
 KB0903'RAIL OF THE LITCHFIELD, MADISON AND WABASH RAILROAD, 61.5 FEET
 KB0903'EAST OF THE NORTH BOUND LANE OF U.S. ROUTE 66, 4.5 FEET WEST OF A
 KB0903'POWER LINE POLE 4.2 FEET WEST-NORTHWEST OF WITNESS POST.
 KB0903'
 KB0903'REFERENCE MARK 1, A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12
 KB0903'INCH SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES IS
 KB0903'STAMPED BROKAW NO 1 1960. THE MARK IS 74.0 FEET EAST OF THE NORTH
 KB0903'BOUND LANE OF U.S. ROUTE 66, 52.5 FEET WEST OF THE WEST RAIL OF
 KB0903'THE LITCHFIELD, MADISON AND WABASH RAILROAD, 31.9 FEET
 KB0903'SOUTH-SOUTHWEST OF WITNESS POST AND 30.1 FEET SOUTH-SOUTHWEST OF
 KB0903'POWER LINE POLE.
 KB0903'
 KB0903'REFERENCE MARK 2, A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12
 KB0903'INCH SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES IS
 KB0903'STAMPED BROKAW NO 2 1960. THE MARK IS 72.0 FEET EAST OF THE NORTH
 KB0903'BOUND LANE OF U.S. ROUTE 66, 55.0 FEET WEST OF THE WEST RAIL OF
 KB0903'LITCHFIELD, MADISON AND WABASH RAILROAD, 32.8 FEET NORTH-NORTHEAST
 KB0903'OF POWER LINE POLE AND 31 FEET NORTH-NORTHEAST OF WITNESS
 KB0903'POST.
 KB0903'
 KB0903'NO AZIMUTH MARK WAS ESTABLISHED BUT THE MT. OLIVE, IMMANUEL LUTHERAN
 KB0903'CHURCH SPIRE AND THE MT. OLIVE, MUNICIPAL WATER TANK ARE VISIBLE
 KB0903'FROM THE GROUND AND MAY BE USED AS AN AZIMUTH.
 KB0903
 KB0903                          STATION RECOVERY (1960)
 KB0903
 KB0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB0903'3 MI NE FROM MOUNT OLIVE.
 KB0903'ABOUT 2.4 MILES NORTHEAST ALONG OLD U.S. HIGHWAY, FROM ITS
 KB0903'JUNCTION WITH STATE HIGHWAY 138, THENCE 0.65 MILE NORTH ALONG
 KB0903'U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY TO A DRIVE ON THE RIGHT,
 KB0903'61 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF THE
 KB0903'HIGHWAY, 120 FEET NORTH OF THE CENTER LINE OF A DRIVE EAST ACROSS
 KB0903'A GRADER DITCH, 66 FEET WEST OF THE WEST RAIL OF THE WABASH RAIL
 KB0903'ROAD, 104 FEET WEST OF THE RAIL ROAD POLE 442/28, 5 FEET WEST OF
 KB0903'A POWER POLE, 4.3 FEET WEST OF A METAL WITNESS POST, 2 FEET ABOVE
 KB0903'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KB0903'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0902 ***********************************************************************
 KB0902  DESIGNATION -  BROKAW RM 1
 KB0902  PID         -  KB0902
 KB0902  STATE/COUNTY-  IL/MACOUPIN
 KB0902  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0902
 KB0902                         *CURRENT SURVEY CONTROL
 KB0902  ___________________________________________________________________
 KB0902* NAD 83(1986)-  39 05 56.     (N)    089 42 07.     (W)     SCALED    
 KB0902* NAVD 88     -       207.573  (meters)     681.01   (feet)  ADJUSTED  
 KB0902  ___________________________________________________________________
 KB0902  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KB0902  DYNAMIC HT  -         207.451 (meters)     680.61  (feet)  COMP
 KB0902  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 KB0902
 KB0902  VERT ORDER  -  SECOND    CLASS 0
 KB0902
 KB0902.The horizontal coordinates were scaled from a topographic map and have
 KB0902.an estimated accuracy of +/- 6 seconds.
 KB0902
 KB0902.The orthometric height was determined by differential leveling
 KB0902.and adjusted by the National Geodetic Survey in June 1991..
 KB0902
 KB0902.The geoid height was determined by GEOID03.
 KB0902
 KB0902.The dynamic height is computed by dividing the NAVD 88
 KB0902.geopotential number by the normal gravity value computed on the
 KB0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0902.degrees latitude (g = 980.6199 gals.).
 KB0902
 KB0902.The modeled gravity was interpolated from observed gravity values.
 KB0902
 KB0902;                    North         East    Units  Estimated Accuracy
 KB0902;SPC IL W     -   270,050.      740,200.      MT  (+/- 180 meters Scaled)
 KB0902
 KB0902                          SUPERSEDED SURVEY CONTROL
 KB0902
 KB0902  NGVD 29 (??/??/92)  207.702  (m)          681.44   (f) ADJ UNCH    2 0
 KB0902
 KB0902.Superseded values are not recommended for survey control.
 KB0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0902.See file dsdata.txt to determine how the superseded data were derived.
 KB0902
 KB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ663312(NAD 83)
 KB0902_MARKER: DR = REFERENCE MARK DISK
 KB0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0902_STAMPING: BROKAW NO 1 1960
 KB0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0902+STABILITY: SURFACE MOTION
 KB0902
 KB0902  HISTORY     - Date     Condition        Report By
 KB0902  HISTORY     - 1960     MONUMENTED       CGS
 KB0902
 KB0902                          STATION DESCRIPTION
 KB0902
 KB0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0902'3 MI NE FROM MOUNT OLIVE.
 KB0902'ABOUT 2.4 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 66 FROM ITS
 KB0902'JUNCTION WITH STATE HIGHWAY 138 THENCE 0.65 MILE NORTH ALONG U.S.
 KB0902'HIGHWAY 66 (FOUR LANE DUAL HIGHWAY) TO A DRIVE ON THE RIGHT, 74
 KB0902'FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE, 149 FEET
 KB0902'NORTH OF THE CENTER LINE OF A DRIVE EAST ACROSS A GRADER DITCH,
 KB0902'52 FEET WEST OF THE WEST RAIL OF THE WABASH RAIL ROAD, 91 FEET
 KB0902'WEST-NORTHWEST OF RAIL ROAD POLE 442/28, 30 FEET NORTH-NORTHEAST
 KB0902'OF A POWER POLE, 31.9 FEET NORTH-NORTHEAST OF TRAVERSE STATION
 KB0902'BROKAW, 31.4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 1 FOOT
 KB0902'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KB0902'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0901 ***********************************************************************
 KB0901  DESIGNATION -  BROKAW RM 2
 KB0901  PID         -  KB0901
 KB0901  STATE/COUNTY-  IL/MACOUPIN
 KB0901  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0901
 KB0901                         *CURRENT SURVEY CONTROL
 KB0901  ___________________________________________________________________
 KB0901* NAD 83(1986)-  39 05 56.     (N)    089 42 07.     (W)     SCALED    
 KB0901* NAVD 88     -       207.444  (meters)     680.59   (feet)  ADJUSTED  
 KB0901  ___________________________________________________________________
 KB0901  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KB0901  DYNAMIC HT  -         207.322 (meters)     680.19  (feet)  COMP
 KB0901  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 KB0901
 KB0901  VERT ORDER  -  SECOND    CLASS 0
 KB0901
 KB0901.The horizontal coordinates were scaled from a topographic map and have
 KB0901.an estimated accuracy of +/- 6 seconds.
 KB0901
 KB0901.The orthometric height was determined by differential leveling
 KB0901.and adjusted by the National Geodetic Survey in June 1991..
 KB0901
 KB0901.The geoid height was determined by GEOID03.
 KB0901
 KB0901.The dynamic height is computed by dividing the NAVD 88
 KB0901.geopotential number by the normal gravity value computed on the
 KB0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0901.degrees latitude (g = 980.6199 gals.).
 KB0901
 KB0901.The modeled gravity was interpolated from observed gravity values.
 KB0901
 KB0901;                    North         East    Units  Estimated Accuracy
 KB0901;SPC IL W     -   270,050.      740,200.      MT  (+/- 180 meters Scaled)
 KB0901
 KB0901                          SUPERSEDED SURVEY CONTROL
 KB0901
 KB0901  NGVD 29 (??/??/92)  207.574  (m)          681.02   (f) ADJ UNCH    2 0
 KB0901
 KB0901.Superseded values are not recommended for survey control.
 KB0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0901.See file dsdata.txt to determine how the superseded data were derived.
 KB0901
 KB0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ663312(NAD 83)
 KB0901_MARKER: DR = REFERENCE MARK DISK
 KB0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0901_STAMPING: BROKAW NO 2 1960
 KB0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0901+STABILITY: SURFACE MOTION
 KB0901
 KB0901  HISTORY     - Date     Condition        Report By
 KB0901  HISTORY     - 1960     MONUMENTED       CGS
 KB0901
 KB0901                          STATION DESCRIPTION
 KB0901
 KB0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0901'3 MI NE FROM MOUNT OLIVE.
 KB0901'ABOUT 2.4 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 66 FROM ITS
 KB0901'JUNCTION WITH STATE HIGHWAY 138, THENCE 0.65 MILES NORTH ALONG
 KB0901'U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY) TO A DRIVE ON THE RIGHT,
 KB0901'72 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE, 88 FEET
 KB0901'NORTH OF THE CENTER LINE OF A DRIVE EAST ACROSS A GRADER DITCH,
 KB0901'55 FEET WEST OF THE WEST RAIL OF THE WABASH RAIL ROAD, 101 FEET
 KB0901'WEST SOUTHWEST OF RAIL ROAD POLE 442/28, 32 FEET SOUTH OF A POWER
 KB0901'POLE, 33.9 FEET SOUTH OF TRAVERSE STATION BROKAW, 31.7 FEET SOUTH
 KB0901'OF A METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KB0901'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1581 ***********************************************************************
 MF1581  DESIGNATION -  BROOK
 MF1581  PID         -  MF1581
 MF1581  STATE/COUNTY-  IL/LEE
 MF1581  USGS QUAD   -  SUBLETTE (1982)
 MF1581
 MF1581                         *CURRENT SURVEY CONTROL
 MF1581  ___________________________________________________________________
 MF1581* NAD 83(1997)-  41 41 09.49946(N)    089 07 47.89559(W)     ADJUSTED  
 MF1581* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 MF1581  ___________________________________________________________________
 MF1581  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MF1581  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1581
 MF1581  HORZ ORDER  -  SECOND
 MF1581
 MF1581.The horizontal coordinates were established by classical geodetic methods
 MF1581.and adjusted by the National Geodetic Survey in October 1999..
 MF1581
 MF1581.The orthometric height was scaled from a topographic map.
 MF1581
 MF1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1581
 MF1581.The geoid height was determined by GEOID03.
 MF1581
 MF1581;                    North         East     Units Scale Factor Converg.
 MF1581;SPC IL W     -   557,724.785   786,307.499   MT  1.00003281   +0 41 22.2
 MF1581;SPC IL W     - 1,829,802.07  2,579,743.85   sFT  1.00003281   +0 41 22.2
 MF1581;SPC IL E     -   557,530.978   233,675.859   MT  1.00002911   -0 31 47.4
 MF1581;SPC IL E     - 1,829,166.22    766,651.55   sFT  1.00002911   -0 31 47.4
 MF1581;UTM  16      - 4,617,102.876   322,731.452   MT  0.99998671   -1 25 00.8
 MF1581
 MF1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1581!SPC IL W     -   0.99995859  x   1.00003281  =   0.99999140
 MF1581!SPC IL E     -   0.99995859  x   1.00002911  =   0.99998770
 MF1581!UTM  16      -   0.99995859  x   0.99998671  =   0.99994531
 MF1581
 MF1581:                Primary Azimuth Mark                     Grid Az
 MF1581:SPC IL W     -  COMPTON MUNICIPAL TANK                   077 02 10.9
 MF1581:SPC IL E     -  COMPTON MUNICIPAL TANK                   078 15 20.5
 MF1581:UTM  16      -  COMPTON MUNICIPAL TANK                   079 08 33.9
 MF1581
 MF1581|---------------------------------------------------------------------|
 MF1581| PID    Reference Object                     Distance      Geod. Az  |
 MF1581|                                                           dddmmss.s |
 MF1581| MF1555 COMPTON MUNICIPAL TANK              APPROX. 3.7 KM 0774333.1 |
 MF1581| CI6768 BROOK RM 1                            8.263 METERS 08724     |
 MF1581| MF1556 IMMANUEL EV LUTH CH SPIRE           APPROX. 5.9 KM 1462116.1 |
 MF1581| MF1562 WELLAND MICH WISC PLINE KSD 81      APPROX. 8.7 KM 1625129.7 |
 MF1581| CI6769 BROOK RM 2                           18.861 METERS 18741     |
 MF1581| CI6767 BROOK AZ MK                                        2700257.0 |
 MF1581|---------------------------------------------------------------------|
 MF1581
 MF1581                          SUPERSEDED SURVEY CONTROL
 MF1581
 MF1581  NAD 83(1997)-  41 41 09.50013(N)    089 07 47.89762(W) AD(       ) 2
 MF1581  NAD 83(1986)-  41 41 09.50415(N)    089 07 47.90062(W) AD(       ) 2
 MF1581  NAD 27      -  41 41 09.38550(N)    089 07 47.58480(W) AD(       ) 2
 MF1581
 MF1581.Superseded values are not recommended for survey control.
 MF1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1581.See file dsdata.txt to determine how the superseded data were derived.
 MF1581
 MF1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2273117103(NAD 83)
 MF1581_MARKER: DS = TRIANGULATION STATION DISK
 MF1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1581
 MF1581  HISTORY     - Date     Condition        Report By
 MF1581  HISTORY     - 1954     MONUMENTED       CGS
 MF1581  HISTORY     - 1955     GOOD             CGS
 MF1581  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF1581  HISTORY     - 20020128 GOOD             NGS
 MF1581  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF1581
 MF1581                          STATION DESCRIPTION
 MF1581
 MF1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1581'STATION IS LOCATED ABOUT 2-1/4 MILES WEST OF COMPTON AND IS
 MF1581'ON ROAD RIGHT-OF-WAY.  IT IS 30 FEET NORTH OF THE CENTER OF
 MF1581'A GRAVEL ROAD, 5 FEET WEST OF A WHITE WITNESS POST AND 2 FEET
 MF1581'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 MF1581'STAMPED BROOK 1954.
 MF1581'
 MF1581'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF A
 MF1581'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS
 MF1581'FLUSH AND THE DISK IS STAMPED BROOK NO 1 1954.
 MF1581'
 MF1581'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTER OF THE
 MF1581'GRAVEL ROAD, 2 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 MF1581'SOUTHEAST OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE LINE.
 MF1581'THE MARK IS FLUSH AND THE DISK IS STAMPED BROOK NO 2 1954.
 MF1581'
 MF1581'AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF A GRAVEL
 MF1581'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 MF1581'OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MF1581'IS STAMPED BROOK 1954.
 MF1581'
 MF1581'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE BRICK
 MF1581'COMPTON GRADE SCHOOL BUILDING IN COMPTON, GO WEST ON PAVED
 MF1581'STREET FOR 0.2 MILE TO THE JUNCTION WITH U.S. HIGHWAY 51,
 MF1581'TURN LEFT AND GO SOUTH AND WEST ON HIGHWAY 51 FOR 2.5 MILES
 MF1581'TO WHERE HIGHWAY 51 TURNS SOUTH AND A GRAVEL ROAD STRAIGHT
 MF1581'AHEAD, CONTINUE STRAIGHT AHEAD AND GO WEST ON GRAVEL ROAD
 MF1581'FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MF1581'CONTINUE WEST ON GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 MF1581'ON THE LEFT AS DESCRIBED.
 MF1581'
 MF1581'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1581
 MF1581                          STATION RECOVERY (1955)
 MF1581
 MF1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 MF1581'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MF1581'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY ALL THE
 MF1581'MARKS.  THEY WERE MOVED AND A NEW STATION, BROOK 2, WAS
 MF1581'ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF BROOK 2.
 MF1581
 MF1581                          STATION RECOVERY (1995)
 MF1581
 MF1581'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1581'MARK NOT FOUND.
 MF1581
 MF1581                          STATION RECOVERY (2002)
 MF1581
 MF1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1581'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1581
 MF1581                          STATION RECOVERY (2003)
 MF1581
 MF1581'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1581'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1580 ***********************************************************************
 MF1580  DESIGNATION -  BROOK 2
 MF1580  PID         -  MF1580
 MF1580  STATE/COUNTY-  IL/LEE
 MF1580  USGS QUAD   -  SUBLETTE (1982)
 MF1580
 MF1580                         *CURRENT SURVEY CONTROL
 MF1580  ___________________________________________________________________
 MF1580* NAD 83(1997)-  41 41 09.62961(N)    089 07 47.90192(W)     ADJUSTED  
 MF1580* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 MF1580  ___________________________________________________________________
 MF1580  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MF1580  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1580
 MF1580  HORZ ORDER  -  THIRD
 MF1580
 MF1580.The horizontal coordinates were established by classical geodetic methods
 MF1580.and adjusted by the National Geodetic Survey in October 1999..
 MF1580
 MF1580.The orthometric height was scaled from a topographic map.
 MF1580
 MF1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1580
 MF1580.The geoid height was determined by GEOID03.
 MF1580
 MF1580;                    North         East     Units Scale Factor Converg.
 MF1580;SPC IL W     -   557,728.799   786,307.305   MT  1.00003281   +0 41 22.2
 MF1580;SPC IL W     - 1,829,815.23  2,579,743.22   sFT  1.00003281   +0 41 22.2
 MF1580;SPC IL E     -   557,534.995   233,675.750   MT  1.00002911   -0 31 47.4
 MF1580;SPC IL E     - 1,829,179.40    766,651.19   sFT  1.00002911   -0 31 47.4
 MF1580;UTM  16      - 4,617,106.894   322,731.405   MT  0.99998671   -1 25 00.8
 MF1580
 MF1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1580!SPC IL W     -   0.99995859  x   1.00003281  =   0.99999140
 MF1580!SPC IL E     -   0.99995859  x   1.00002911  =   0.99998770
 MF1580!UTM  16      -   0.99995859  x   0.99998671  =   0.99994531
 MF1580
 MF1580:                Primary Azimuth Mark                     Grid Az
 MF1580:SPC IL W     -  COMPTON MUNICIPAL TANK                   077 05 50.6
 MF1580:SPC IL E     -  COMPTON MUNICIPAL TANK                   078 19 00.2
 MF1580:UTM  16      -  COMPTON MUNICIPAL TANK                   079 12 13.6
 MF1580
 MF1580|---------------------------------------------------------------------|
 MF1580| PID    Reference Object                     Distance      Geod. Az  |
 MF1580|                                                           dddmmss.s |
 MF1580| MF1555 COMPTON MUNICIPAL TANK              APPROX. 3.7 KM 0774712.8 |
 MF1580| CI6771 BROOK 2 RM 3                         17.913 METERS 09513     |
 MF1580| MF1556 IMMANUEL EV LUTH CH SPIRE           APPROX. 5.9 KM 1462229.3 |
 MF1580| MF1581 BROOK                                 4.018 METERS 17755     |
 MF1580| CI6772 BROOK 2 RM 4                         25.996 METERS 19446     |
 MF1580| CI6770 BROOK 2 AZ MK                                      2691818.1 |
 MF1580| CI6767 BROOK AZ MK                                        2693555.0 |
 MF1580|---------------------------------------------------------------------|
 MF1580
 MF1580                          SUPERSEDED SURVEY CONTROL
 MF1580
 MF1580  NAD 83(1997)-  41 41 09.63027(N)    089 07 47.90396(W) AD(       ) 3
 MF1580  NAD 83(1986)-  41 41 09.63429(N)    089 07 47.90696(W) AD(       ) 3
 MF1580  NAD 27      -  41 41 09.51560(N)    089 07 47.59110(W) AD(       ) 3
 MF1580
 MF1580.Superseded values are not recommended for survey control.
 MF1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1580.See file dsdata.txt to determine how the superseded data were derived.
 MF1580
 MF1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2273117107(NAD 83)
 MF1580_MARKER: DS = TRIANGULATION STATION DISK
 MF1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1580
 MF1580  HISTORY     - Date     Condition        Report By
 MF1580  HISTORY     - 1955     MONUMENTED       CGS
 MF1580  HISTORY     - 1972     GOOD             ILHD
 MF1580  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF1580  HISTORY     - 20020128 GOOD             NGS
 MF1580  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF1580
 MF1580                          STATION DESCRIPTION
 MF1580
 MF1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 MF1580'STATION IS LOCATED ABOUT 2 AND 1/4 MILES WEST-SOUTHWEST OF
 MF1580'COMPTON AND 100 YARDS NORTHWEST OF A CURVE IN U.S. HIGHWAY
 MF1580'51.  IT IS 61 FEET WEST OF A TELEPHONE POLE, 45 FEET WEST
 MF1580'OF THE CENTER OF A FIELD ENTRANCE, 40 FEET NORTH OF THE CENTER
 MF1580'OF A GRAVEL ROAD, AND 2 FEET EAST OF A WHITE WITNESS POST.
 MF1580'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BROOK
 MF1580'2 1955.
 MF1580'
 MF1580'REFERENCE MARK NO. 3 IS 38 FEET NORTH OF THE CENTER OF GRAVEL
 MF1580'ROAD AND 2 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS
 MF1580'2 INCHES AND THE DISK IS STAMPED BROOK 2 NO 3 1955.
 MF1580'
 MF1580'REFERENCE MARK NO. 4 IS 45 FEET SOUTH OF THE CENTER OF A
 MF1580'GRAVEL ROAD, 39 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 MF1580'51 EXTENDED, AND 3 FEET NORTH OF A TELEPHONE POLE.  THE MARK
 MF1580'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BROOK 2
 MF1580'NO 4 1955.
 MF1580'
 MF1580'AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 MF1580'2 FEET SOUTHEAST OF A POWER POLE, AND 2 FEET WEST OF A WHITE
 MF1580'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MF1580'STAMPED BROOK 2 1955.
 MF1580'
 MF1580'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COMPTON
 MF1580'GRADE SCHOOL IN COMPTON, GO WEST ON A PAVED STREET FOR 0.2
 MF1580'MILE TO U.S. HIGHWAY 51.  TURN LEFT AND GO SOUTH AND WEST
 MF1580'ON U.S. HIGHWAY 51 FOR 2.5 MILES TO WHERE THE HIGHWAY TURNS
 MF1580'SOUTH AND A GRAVEL ROAD GOES STRAIGHT AHEAD.  CONTINUE STRAIGHT
 MF1580'AHEAD ON THE GRAVEL ROAD FOR 0.05 MILE TO THE STATION ON
 MF1580'THE RIGHT AS DESCRIBED.  CONTINUE WEST ON THE GRAVEL ROAD
 MF1580'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MF1580'
 MF1580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1580
 MF1580                          STATION RECOVERY (1972)
 MF1580
 MF1580'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (DRR)
 MF1580'BROOK 2, 1955-GOOD
 MF1580'
 MF1580'BROOK 2 NO 3 1955-GOOD
 MF1580'
 MF1580'BROOK 2 NO 4 1955-GOOD
 MF1580'
 MF1580'BROOK 2, 1955-AZI GOOD
 MF1580'
 MF1580'ALL MARKS WERE RECOVERED AS DESCRIBED.  NOTE--WITNESS POST
 MF1580'AT STATION AND AZIMUTH ARE GONE.  TELEPHONE POLE 3 FT. SOUTH
 MF1580'OF R.M. NO 4 HAS BEEN REMOVED.  R.M. NO 4 IS 4 FT. SOUTH
 MF1580'OF A FENCE CORNER.
 MF1580
 MF1580                          STATION RECOVERY (1995)
 MF1580
 MF1580'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1580'MARK NOT FOUND.
 MF1580
 MF1580                          STATION RECOVERY (2002)
 MF1580
 MF1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1580'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1580
 MF1580                          STATION RECOVERY (2003)
 MF1580
 MF1580'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1580'RM 3, RM 4 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3130 ***********************************************************************
 ME3130  DESIGNATION -  BROOKFIELD MUNICIPAL TANK
 ME3130  PID         -  ME3130
 ME3130  STATE/COUNTY-  IL/COOK
 ME3130  USGS QUAD   -  BERWYN (1993)
 ME3130
 ME3130                         *CURRENT SURVEY CONTROL
 ME3130  ___________________________________________________________________
 ME3130* NAD 83(1997)-  41 49 13.99207(N)    087 51 06.03446(W)     ADJUSTED  
 ME3130* NAVD 88     -                                                        
 ME3130  ___________________________________________________________________
 ME3130  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 ME3130  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ME3130
 ME3130  HORZ ORDER  -  THIRD
 ME3130
 ME3130.The horizontal coordinates were established by classical geodetic methods
 ME3130.and adjusted by the National Geodetic Survey in October 1999..
 ME3130
 ME3130
 ME3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3130
 ME3130.The geoid height was determined by GEOID03.
 ME3130
 ME3130;                    North         East     Units Scale Factor Converg.
 ME3130;SPC IL E     -   572,283.849   340,016.630   MT  0.99999470   +0 19 16.2
 ME3130;SPC IL E     - 1,877,567.93  1,115,537.89   sFT  0.99999470   +0 19 16.2
 ME3130;UTM  16      - 4,630,203.331   429,268.086   MT  0.99966156   -0 34 04.5
 ME3130
 ME3130                          SUPERSEDED SURVEY CONTROL
 ME3130
 ME3130  NAD 83(1997)-  41 49 13.99215(N)    087 51 06.03478(W) AD(       ) 4
 ME3130  NAD 83(1997)-  41 49 13.99424(N)    087 51 06.04316(W) AD(       ) 4
 ME3130  NAD 83(1986)-  41 49 13.99501(N)    087 51 06.04306(W) AD(       ) 4
 ME3130  NAD 27      -  41 49 13.88390(N)    087 51 05.83115(W) AD(       ) 3
 ME3130
 ME3130.Superseded values are not recommended for survey control.
 ME3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3130.See file dsdata.txt to determine how the superseded data were derived.
 ME3130
 ME3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2926830203(NAD 83)
 ME3130_MARKER: 53 = ELEVATED TANK
 ME3130
 ME3130  HISTORY     - Date     Condition        Report By
 ME3130  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3130  HISTORY     - 1965     GOOD             CGS
 ME3130  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3130
 ME3130                          STATION DESCRIPTION
 ME3130
 ME3130'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3130'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3130'TANK LOCATED IN
 ME3130'THE CENTRAL SECTION OF BROOKFIELD.  IT IS A STEEL TANK SUPPORTED BY A
 ME3130'FOUR-LEGGED STEEL STRUCTURE AND IS
 ME3130'PAINTED SILVER WITH THE NAME BROOKFIELD PAINTED ON THE
 ME3130'EAST AND WEST SIDES IN BLACK LETTERS.  THE HEIGHT IS
 ME3130'ABOUT 110 FEET.
 ME3130
 ME3130                          STATION RECOVERY (1965)
 ME3130
 ME3130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 ME3130'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME3130
 ME3130                          STATION RECOVERY (1989)
 ME3130
 ME3130'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3104 ***********************************************************************
 ME3104  DESIGNATION -  BROOKFIELD ZOO WATER TANK
 ME3104  PID         -  ME3104
 ME3104  STATE/COUNTY-  IL/COOK
 ME3104  USGS QUAD   -  BERWYN (1993)
 ME3104
 ME3104                         *CURRENT SURVEY CONTROL
 ME3104  ___________________________________________________________________
 ME3104* NAD 83(1997)-  41 49 50.41638(N)    087 50 12.35098(W)     ADJUSTED  
 ME3104* NAVD 88     -                                                        
 ME3104  ___________________________________________________________________
 ME3104  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 ME3104  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME3104
 ME3104  HORZ ORDER  -  THIRD
 ME3104
 ME3104.The horizontal coordinates were established by classical geodetic methods
 ME3104.and adjusted by the National Geodetic Survey in October 1999..
 ME3104
 ME3104
 ME3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3104
 ME3104.The geoid height was determined by GEOID03.
 ME3104
 ME3104;                    North         East     Units Scale Factor Converg.
 ME3104;SPC IL E     -   573,414.668   341,249.051   MT  0.99999593   +0 19 52.3
 ME3104;SPC IL E     - 1,881,277.96  1,119,581.26   sFT  0.99999593   +0 19 52.3
 ME3104;UTM  16      - 4,631,314.517   430,517.489   MT  0.99965941   -0 33 29.1
 ME3104
 ME3104                          SUPERSEDED SURVEY CONTROL
 ME3104
 ME3104  NAD 83(1997)-  41 49 50.41646(N)    087 50 12.35138(W) AD(       ) 4
 ME3104  NAD 83(1997)-  41 49 50.41851(N)    087 50 12.36077(W) AD(       ) 4
 ME3104  NAD 83(1986)-  41 49 50.41936(N)    087 50 12.36051(W) AD(       ) 4
 ME3104  NAD 27      -  41 49 50.30786(N)    087 50 12.14994(W) AD(       ) 3
 ME3104
 ME3104.Superseded values are not recommended for survey control.
 ME3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3104.See file dsdata.txt to determine how the superseded data were derived.
 ME3104
 ME3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3051731315(NAD 83)
 ME3104_MARKER: 53 = ELEVATED TANK
 ME3104
 ME3104  HISTORY     - Date     Condition        Report By
 ME3104  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3104  HISTORY     - 1959     GOOD             CGS
 ME3104  HISTORY     - 1989     GOOD             USPSQD
 ME3104  HISTORY     - 19970901 MARK NOT FOUND   USPSQD
 ME3104
 ME3104                          STATION DESCRIPTION
 ME3104
 ME3104'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3104'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3104'BROOKFIELD ZOO
 ME3104'LOCATED 1 BLOCK NORTH OF THE INTERSECTION OF MCCORMIC AVENUE AND
 ME3104'ROCKEFELLER AVENUE IN THE SOUTH EDGE OF
 ME3104'THE ZOO IN THE NORTHEAST EDGE OF BROOKFIELD.  IT IS
 ME3104'A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL
 ME3104'STRUCTURE AND IS PAINTED SILVER.  THE
 ME3104'HEIGHT IS ABOUT 135 FEET.
 ME3104
 ME3104                          STATION RECOVERY (1959)
 ME3104
 ME3104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME3104'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME3104
 ME3104                          STATION RECOVERY (1989)
 ME3104
 ME3104'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3104'RECOVERED IN GOOD CONDITION.
 ME3104
 ME3104                          STATION RECOVERY (1997)
 ME3104
 ME3104'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1578 ***********************************************************************
 MF1578  DESIGNATION -  BROOKLYN
 MF1578  PID         -  MF1578
 MF1578  STATE/COUNTY-  IL/LEE
 MF1578  USGS QUAD   -  SUBLETTE (1982)
 MF1578
 MF1578                         *CURRENT SURVEY CONTROL
 MF1578  ___________________________________________________________________
 MF1578* NAD 83(1997)-  41 40 46.91312(N)    089 10 03.30761(W)     ADJUSTED  
 MF1578* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 MF1578  ___________________________________________________________________
 MF1578  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 MF1578  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1578
 MF1578  HORZ ORDER  -  SECOND
 MF1578
 MF1578.The horizontal coordinates were established by classical geodetic methods
 MF1578.and adjusted by the National Geodetic Survey in October 1999..
 MF1578
 MF1578.The orthometric height was scaled from a topographic map.
 MF1578
 MF1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1578
 MF1578.The geoid height was determined by GEOID03.
 MF1578
 MF1578;                    North         East     Units Scale Factor Converg.
 MF1578;SPC IL W     -   556,990.978   783,184.045   MT  1.00002630   +0 39 51.8
 MF1578;SPC IL W     - 1,827,394.57  2,569,496.32   sFT  1.00002630   +0 39 51.8
 MF1578;SPC IL E     -   556,863.797   230,537.491   MT  1.00003435   -0 33 17.2
 MF1578;SPC IL E     - 1,826,977.31    756,355.09   sFT  1.00003435   -0 33 17.2
 MF1578;UTM  16      - 4,616,484.383   319,583.252   MT  1.00000057   -1 26 30.3
 MF1578
 MF1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1578!SPC IL W     -   0.99995860  x   1.00002630  =   0.99998489
 MF1578!SPC IL E     -   0.99995860  x   1.00003435  =   0.99999294
 MF1578!UTM  16      -   0.99995860  x   1.00000057  =   0.99995917
 MF1578
 MF1578:                Primary Azimuth Mark                     Grid Az
 MF1578:SPC IL W     -  BROOKLYN AZ MK                           002 14 43.0
 MF1578:SPC IL E     -  BROOKLYN AZ MK                           003 27 52.0
 MF1578:UTM  16      -  BROOKLYN AZ MK                           004 21 05.1
 MF1578
 MF1578|---------------------------------------------------------------------|
 MF1578| PID    Reference Object                     Distance      Geod. Az  |
 MF1578|                                                           dddmmss.s |
 MF1578| CI6773 BROOKLYN AZ MK                                     0025434.8 |
 MF1578| MF1575 WEST BROOKLYN ST MARYS CATH CH      APPROX. 2.4 KM 0484545.5 |
 MF1578| MF1555 COMPTON MUNICIPAL TANK              APPROX. 6.9 KM 0773453.5 |
 MF1578| MF1556 IMMANUEL EV LUTH CH SPIRE           APPROX. 7.7 KM 1232447.2 |
 MF1578| MF1562 WELLAND MICH WISC PLINE KSD 81      APPROX. 9.5 KM 1431300.4 |
 MF1578| MF1579 SUBLETTE ST MARYS CATH CH           APPROX. 6.3 KM 2293246.0 |
 MF1578| MF1577 SUBLETTE MUNICIPAL TANK             APPROX. 6.5 KM 2322748.9 |
 MF1578| MF1584 SUBLETTE ATT MICROWAVE KSA 50       APPROX. 9.3 KM 2553950.0 |
 MF1578| CI6775 BROOKLYN RM 2                        26.910 METERS 27518     |
 MF1578| MF1586 AMBOY MILK CO STACK                 APPROX.13.8 KM 2845339.5 |
 MF1578| MF1583 AMBOY MUNICIPAL TANK                APPROX.14.0 KM 2851424.6 |
 MF1578| MF1587 AMBOY ST PATRICKS CATH CH           APPROX.14.2 KM 2864206.0 |
 MF1578| CI6774 BROOKLYN RM 1                        31.486 METERS 35306     |
 MF1578|---------------------------------------------------------------------|
 MF1578
 MF1578                          SUPERSEDED SURVEY CONTROL
 MF1578
 MF1578  NAD 83(1997)-  41 40 46.91367(N)    089 10 03.30953(W) AD(       ) 2
 MF1578  NAD 83(1986)-  41 40 46.91785(N)    089 10 03.31252(W) AD(       ) 2
 MF1578  NAD 27      -  41 40 46.80100(N)    089 10 02.98490(W) AD(       ) 2
 MF1578
 MF1578.Superseded values are not recommended for survey control.
 MF1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1578.See file dsdata.txt to determine how the superseded data were derived.
 MF1578
 MF1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1958316484(NAD 83)
 MF1578_MARKER: DS = TRIANGULATION STATION DISK
 MF1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1578
 MF1578  HISTORY     - Date     Condition        Report By
 MF1578  HISTORY     - 1954     MONUMENTED       CGS
 MF1578  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 MF1578  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1578  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF1578
 MF1578                          STATION DESCRIPTION
 MF1578
 MF1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1578'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF SUBLETTE AND
 MF1578'2 MILES SOUTHWEST OF WEST BROOKLYN ON PROPERTY OWNED BY MR.
 MF1578'LEWIS HOERNER.  IT IS 69 FEET EAST OF THE NORTHEAST CORNER OF
 MF1578'AN ABANDONED TWO STORY FRAME HOUSE, 42 FEET WEST OF THE CENTER
 MF1578'OF A GRAVEL ROAD, 41 FEET SOUTHWEST OF A POWER LINE POLE
 MF1578'WITH A TRANSFORMER ATOP AND 17 FEET WEST OF A FENCE AND WHITE
 MF1578'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1578'BROOKLYN 1954.
 MF1578'
 MF1578'REFERENCE MARK NO. 1 IS 60 FEET WEST OF THE CENTER OF A GRAVEL
 MF1578'ROAD, 34 FEET WEST OF A FENCE CORNER, 14 FEET NORTH OF THE
 MF1578'CENTER OF A FARM DRIVEWAY AND 1 FOOT SOUTH OF A FENCE.  THE
 MF1578'MARK IS FLUSH AND THE DISK IS STAMPED BROOKLYN NO 1 1954.
 MF1578'
 MF1578'REFERENCE MARK NO. 2 IS 20 FEET NORTHWEST OF THE NORTHEAST
 MF1578'CORNER AND 20 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 MF1578'HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BROOKLYN NO
 MF1578'2 1954.
 MF1578'
 MF1578'AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 MF1578'3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.
 MF1578'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 MF1578'BROOKLYN 1954.
 MF1578'
 MF1578'TO REACH THE STATION FROM RAILROAD CROSSING OF MAIN NORTH-SOUTH
 MF1578'PAVED ROAD, 0.2 MILE WEST OF THE DEPOT IN THE WEST SECTION
 MF1578'OF WEST BROOKLYN, GO SOUTH ON GRAVEL ROAD FOR 0.45 MILE TO
 MF1578'A CROSSROAD, TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.95
 MF1578'MILE TO T-INTERSECTION, TURN LEFT AND GO SOUTH ON DIRT ROAD
 MF1578'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE
 MF1578'OF ROAD AS DESCRIBED, CONTINUE SOUTH ON GRAVEL ROAD FOR
 MF1578'0.2 MILE TO HOUSE ON THE RIGHT AND STATION ON THE RIGHT,
 MF1578'WEST SIDE OF ROAD AS DESCRIBED.
 MF1578'
 MF1578'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MF1578
 MF1578                          STATION RECOVERY (1995)
 MF1578
 MF1578'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1578'MARK NOT FOUND.
 MF1578
 MF1578                          STATION RECOVERY (2002)
 MF1578
 MF1578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1578'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1578
 MF1578                          STATION RECOVERY (2003)
 MF1578
 MF1578'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1578'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1557 ***********************************************************************
 HB1557  DESIGNATION -  BROOKPORT
 HB1557  PID         -  HB1557
 HB1557  STATE/COUNTY-  IL/MASSAC
 HB1557  USGS QUAD   -  METROPOLIS (1996)
 HB1557
 HB1557                         *CURRENT SURVEY CONTROL
 HB1557  ___________________________________________________________________
 HB1557* NAD 83(1997)-  37 09 16.81071(N)    088 37 50.05741(W)     ADJUSTED  
 HB1557* NAVD 88     -       115.     (meters)     377.     (feet)  SCALED    
 HB1557  ___________________________________________________________________
 HB1557  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HB1557  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB1557
 HB1557  HORZ ORDER  -  SECOND
 HB1557
 HB1557.The horizontal coordinates were established by classical geodetic methods
 HB1557.and adjusted by the National Geodetic Survey in October 1999..
 HB1557
 HB1557.The orthometric height was scaled from a topographic map.
 HB1557
 HB1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1557
 HB1557.The geoid height was determined by GEOID03.
 HB1557
 HB1557;                    North         East     Units Scale Factor Converg.
 HB1557;SPC IL E     -    54,196.614   273,596.648   MT  0.99998358   -0 10 46.3
 HB1557;SPC IL E     -   177,810.06    897,625.00   sFT  0.99998358   -0 10 46.3
 HB1557;UTM  16      - 4,113,275.160   355,207.218   MT  0.99985826   -0 59 05.9
 HB1557
 HB1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1557!SPC IL E     -   0.99998643  x   0.99998358  =   0.99997001
 HB1557!UTM  16      -   0.99998643  x   0.99985826  =   0.99984469
 HB1557
 HB1557|---------------------------------------------------------------------|
 HB1557| PID    Reference Object                     Distance      Geod. Az  |
 HB1557|                                                           dddmmss.s |
 HB1557| CI3100 BROOKPORT RM 1                       21.123 METERS 14446     |
 HB1557| HB1542 PADUCAH RADIO STA KIB 337 MAST      APPROX. 8.2 KM 1584644.1 |
 HB1557| HB1545 PADUCAH RADIO STA WPAD MAST         APPROX. 6.3 KM 1732053.1 |
 HB1557| HB1544 PADUCAH RADIO STA WKYB MAST 3       APPROX.15.8 KM 1733221.9 |
 HB1557| HB1543 PADUCAH RADIO STA WKYB MAST 2       APPROX.15.8 KM 1744337.9 |
 HB1557| HB1549 BROOKPORT MUNICIPAL TANK            APPROX. 3.5 KM 1763650.7 |
 HB1557| CI3099 BROOKPORT AZ MK                                    1782432.3 |
 HB1557| HB1552 PADUCAH TV STATION WPSD MAST        APPROX.11.8 KM 1855132.4 |
 HB1557| CI3101 BROOKPORT RM 2                       13.618 METERS 30157     |
 HB1557|---------------------------------------------------------------------|
 HB1557
 HB1557                          SUPERSEDED SURVEY CONTROL
 HB1557
 HB1557  NAD 83(1997)-  37 09 16.81410(N)    088 37 50.05549(W) AD(       ) 2
 HB1557  NAD 83(1986)-  37 09 16.82029(N)    088 37 50.05870(W) AD(       ) 2
 HB1557  NAD 27      -  37 09 16.62281(N)    088 37 49.88735(W) AD(       ) 2
 HB1557
 HB1557.Superseded values are not recommended for survey control.
 HB1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1557.See file dsdata.txt to determine how the superseded data were derived.
 HB1557
 HB1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5520713275(NAD 83)
 HB1557_MARKER: DS = TRIANGULATION STATION DISK
 HB1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1557
 HB1557  HISTORY     - Date     Condition        Report By
 HB1557  HISTORY     - 1957     MONUMENTED       CGS
 HB1557  HISTORY     - 1964     GOOD             ILDT
 HB1557  HISTORY     - 1966     GOOD             CGS
 HB1557  HISTORY     - 1976     GOOD             NGS
 HB1557  HISTORY     - 1978     GOOD             NGS
 HB1557  HISTORY     - 1982     GOOD             USE
 HB1557
 HB1557                          STATION DESCRIPTION
 HB1557
 HB1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1557'THE STATION IS LOCATED ABOUT 2.25 MILES NORTH OF BROOKPORT, ABOUT 6
 HB1557'MILES EAST OF METROPOLIS AND ON PROPERTY OWNED BY MR. FRANK MC
 HB1557'GHEE, OWNER AND OPERATOR OF THE NEARBY ROADSIDE INN. IT IS 120 FEET
 HB1557'EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 79 FEET SOUTHEAST OF THE
 HB1557'SOUTHEAST CORNER OF THE ROADSIDE INN, 62 FEET NORTHEAST OF THE
 HB1557'NORTHEAST CORNER OF A SMALL BUILDING USED AS A FRUIT STAND AND 18
 HB1557'FEET WEST OF A WHITE WITNESS POST AND FENCE.  THE MONUMENT IS FLUSH
 HB1557'AND THE DISK IS STAMPED BROOKPORT 1957.
 HB1557'
 HB1557'REFERENCE MARK 1 IS 44 FEET EAST OF THE NORTHEAST CORNER OF THE
 HB1557'BUILDING USED AS A FRUIT STAND, 65 FEET SOUTH OF A WHITE
 HB1557'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND
 HB1557'THE DISK IS STAMPED BROOKPORT NO 1 1957.
 HB1557'
 HB1557'REFERENCE MARK 2 IS 1 FOOT NORTHEAST OF A POWER LINE POLE, 88 FEET
 HB1557'EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 58 FEET WEST OF A WHITE
 HB1557'WITNESS POST AND 44 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HB1557'ROADSIDE INN.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1557'BROOKPORT NO 2 1957.
 HB1557'
 HB1557'THE AZIMUTH MARK IS 59 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 HB1557'45, 7 FEET SOUTH OF A WHITE WITNESS POST, 16 FEET NORTH OF A
 HB1557'TELEPHONE POLE, 2 FEET NORTHWEST OF THE NORTH END OF A GATE AND 1
 HB1557'FOOT WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1557'STAMPED BROOKPORT 1957.
 HB1557'
 HB1557'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE OHIO
 HB1557'RIVER, IN BROOKPORT, GO NORTH ON U.S. HIGHWAY 45 FOR 1.95 MILES TO
 HB1557'THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE HIGHWAY.  CONTINUE
 HB1557'NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE RIGHT, NEAR
 HB1557'THE ROADSIDE INN.
 HB1557'
 HB1557'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1557
 HB1557                          STATION RECOVERY (1964)
 HB1557
 HB1557'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964
 HB1557'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 HB1557'
 HB1557'RMS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 HB1557'
 HB1557'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 HB1557'
 HB1557'REVISED DESCRIPTION--ADDITION TO WAYSIDE INN ON EAST SIDE.  ALSO,
 HB1557'FRUIT STAND BUILDING IS GONE.  STATION IS NOW 74.20 FT. SE OF SE
 HB1557'CORNER OF WAYSIDE INN.  RM 2 IS 43.60 FT. S OF SE CORNER OF WAYSIDE
 HB1557'INN.  FRUIT STAND HAS BURNED DOWN.  THE REFERENCES IN RM 1 AND
 HB1557'STATION BROOKPORT SHOULD BE DELETED.
 HB1557
 HB1557                          STATION RECOVERY (1966)
 HB1557
 HB1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HB)
 HB1557'RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.  TO REACH
 HB1557'IS ADEQUATE.
 HB1557'
 HB1557'HEIGHT OF LIGHT ABOVE STATION MARK 15.40 METERS.
 HB1557
 HB1557                          STATION RECOVERY (1976)
 HB1557
 HB1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARS)
 HB1557'STATION, RM1 AND RM2 FOUND IN GOOD CONDITION.  AZIMUTH MARK NOT
 HB1557'FOUND.
 HB1557'
 HB1557'RM1 WAS BURIED 3 IN - MEAS. ANGLE BETWEEN RM1 AND RM2 IS
 HB1557'APPROX. 7 MIN 30 SEC LARGER THAN PUBLISHED VALUE.
 HB1557'
 HB1557'APPROX. 1 HR. WAS SPENT SEARCHING FOR AZIMUTH MARK, AND PROPERTY
 HB1557'OWNER WAS INTERVIEW AND HAD NEVER SEEN IT.  IT MAY BE IN EXISTENCE
 HB1557'AND BURIED BUT DESCRIPTION IS POOR AND COULD NOT BE RECONCILED
 HB1557'WITH GROUND FEATURES.
 HB1557
 HB1557                          STATION RECOVERY (1978)
 HB1557
 HB1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HB1557'NOT OCCUPIED.
 HB1557'
 HB1557'ALL MARKS WERE RECOVERED.  THE AZIMUTH MARK WAS FOUND AFTER A
 HB1557'LONG SEARCH.  THE STATION WAS NOT OCCUPIED DUE TO RAIN AND THE
 HB1557'LINE OF SIGHT TO THE AZIMUTH MARK IS OBSTRUCTED BY TREES IN THE
 HB1557'FENCELINE.  A TREE IS GROWING AGAINST REFERENCE MARK 2 AND
 HB1557'POSSIBLY MAY HAVE MOVED IT SLIGHTLY.  A NEW DESCRIPTION FOLLOWS--
 HB1557'
 HB1557'THE STATION IS ON THE PROPERTY OF MR. FRANK MC GHEE, 120 FEET EAST
 HB1557'OF THE CENTERLINE OF U.S. HIGHWAY 45, 79 FEET SOUTHEAST OF THE
 HB1557'SOUTHEAST CORNER OF A 2 STORY CONCRETE BLOCK BUILDING, 18 FEET WEST
 HB1557'OF A FENCE AND AN UNDERGROUND CABLE BOX, AND 24 FEET SOUTHWEST OF
 HB1557'A TELEPHONE POLE, UNDERGROUND CABLE BOX AND A GATE POST.  THE
 HB1557'MONUMENT IS FLUSH AND THE DISK IS STAMPED BROOKPORT 1957.
 HB1557'
 HB1557'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER THE OHIO
 HB1557'RIVER AT BROOKPORT, GO NORTH ON HIGHWAY 45 FOR 1.95 MILES TO THE
 HB1557'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.3
 HB1557'MILE TO THE STATION ON THE RIGHT.
 HB1557'
 HB1557'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST, AND 1
 HB1557'FOOT WEST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1557'STAMPED BROOKPORT NO 1 1957.
 HB1557'
 HB1557'REFERENCE MARK 2 IS 88 FEET EAST OF THE CENTERLINE OF THE
 HB1557'HIGHWAY, 44 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE
 HB1557'BLOCK BUILDING AND 1 FOOT NORTH OF AN 8 INCH TREE.  THE MONUMENT
 HB1557'IS FLUSH AND THE DISK IS STAMPED BROOKPORT NO 2 1957.
 HB1557'
 HB1557'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 16
 HB1557'FEET NORTH OF A TELEPHONE POLE AND AN UNDERGROUND CABLE BOX, 6
 HB1557'FEET NORTH OF THE CENTER OF A FIELD ENTRANCE AND 59 FEET EAST OF
 HB1557'THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK
 HB1557'IS STAMPED BROOKPORT 1957.
 HB1557'
 HB1557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HB1557'ABOUT 2-1/4 MILES NORTH OF BROOKPORT.
 HB1557
 HB1557                          STATION RECOVERY (1982)
 HB1557
 HB1557'RECOVERY NOTE BY US ENGINEERS 1982 (FWF)
 HB1557'THE STATION, RM 1 AND THE AZ MK WAS RECOVERED IN GOOD CONDITION.
 HB1557'RM 2 WAS NOT SEARCHED FOR, AT THIS DATE THE DESCRIPTION IS
 HB1557'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1549 ***********************************************************************
 HB1549  DESIGNATION -  BROOKPORT MUNICIPAL TANK
 HB1549  PID         -  HB1549
 HB1549  STATE/COUNTY-  IL/MASSAC
 HB1549  USGS QUAD   -  PADUCAH WEST (1982)
 HB1549
 HB1549                         *CURRENT SURVEY CONTROL
 HB1549  ___________________________________________________________________
 HB1549* NAD 83(1997)-  37 07 24.89527(N)    088 37 41.78845(W)     ADJUSTED  
 HB1549* NAVD 88     -                                                        
 HB1549  ___________________________________________________________________
 HB1549  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HB1549  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB1549
 HB1549  HORZ ORDER  -  THIRD
 HB1549
 HB1549.The horizontal coordinates were established by classical geodetic methods
 HB1549.and adjusted by the National Geodetic Survey in October 1999..
 HB1549
 HB1549
 HB1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1549
 HB1549.The geoid height was determined by GEOID03.
 HB1549
 HB1549;                    North         East     Units Scale Factor Converg.
 HB1549;SPC IL E     -    50,745.939   273,789.960   MT  0.99998346   -0 10 40.8
 HB1549;SPC IL E     -   166,488.97    898,259.23   sFT  0.99998346   -0 10 40.8
 HB1549;UTM  16      - 4,109,822.543   355,352.002   MT  0.99985775   -0 58 58.4
 HB1549
 HB1549                          SUPERSEDED SURVEY CONTROL
 HB1549
 HB1549  NAD 83(1997)-  37 07 24.89878(N)    088 37 41.78711(W) AD(       ) 4
 HB1549  NAD 83(1986)-  37 07 24.90511(N)    088 37 41.79060(W) AD(       ) 4
 HB1549  NAD 27      -  37 07 24.70593(N)    088 37 41.61834(W) AD(       ) 3
 HB1549
 HB1549.Superseded values are not recommended for survey control.
 HB1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1549.See file dsdata.txt to determine how the superseded data were derived.
 HB1549
 HB1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5535209823(NAD 83)
 HB1549_MARKER: 53 = ELEVATED TANK
 HB1549_SETTING: 0 = UNSPECIFIED SETTING
 HB1549
 HB1549  HISTORY     - Date     Condition        Report By
 HB1549  HISTORY     - 1930     FIRST OBSERVED   CGS
 HB1549  HISTORY     - 1957     GOOD             CGS
 HB1549  HISTORY     - 1957     GOOD             CGS
 HB1549  HISTORY     - 1965     GOOD             CGS
 HB1549  HISTORY     - 1976     GOOD             NGS
 HB1549  HISTORY     - 1982     GOOD             USE
 HB1549
 HB1549                          STATION DESCRIPTION
 HB1549
 HB1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1549'THERE IS NO 1930 DESCRIPTION AVAILABLE FOR THIS INTERSECTION STATION.
 HB1549'
 HB1549'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER TANK OF
 HB1549'BROOKPORT. IT IS LOCATED ABOUT 1 BLOCK EAST OF THE MAIN BUSINESS
 HB1549'DISTRICT, IN THE SOUTHWEST ANGLE OF THIRD AND OHIO STREETS. IT IS 51
 HB1549'FEET SOUTH OF THE CENTERLINE OF THIRD STREET AND 43 FEET NORTHWEST OF
 HB1549'THE NORTHWEST CORNER OF THE CITY HALL. THE TANK IS SUPPORTED BY A 4
 HB1549'LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS ABOUT 110 FEET, THE
 HB1549'ENTIRE STRUCTURE IS PAINTED ALUMINUM.
 HB1549
 HB1549                          STATION RECOVERY (1957)
 HB1549
 HB1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 HB1549'LOCATED IN BROOKPORT, ILL. ABOUT 50 FT. NW OF NW CORNER OF THE
 HB1549'BROOKPORT CITY HALL, ABOUT 120 FT. SW OF INTERSECTION OF 3RD. AND
 HB1549'OHIO STREETS, ONE BLOCK WEST OF U.S. HWY. 45, A FOUR LEGGED STEEL
 HB1549'STRUCTURE ABOUT 120 FT. HIGH AND PAINTED SILVER.
 HB1549
 HB1549                          STATION RECOVERY (1965)
 HB1549
 HB1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MHF)
 HB1549'THIS STATION WAS RECOVERED AS DESCRIBED.
 HB1549
 HB1549                          STATION RECOVERY (1976)
 HB1549
 HB1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARS)
 HB1549'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HB1549
 HB1549                          STATION RECOVERY (1982)
 HB1549
 HB1549'RECOVERY NOTE BY US ENGINEERS 1982 (FWF)
 HB1549'STATION 1008 (INTERSECTION STATION) RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1610 ***********************************************************************
 HB1610  DESIGNATION -  BROOKS
 HB1610  PID         -  HB1610
 HB1610  STATE/COUNTY-  IL/WILLIAMSON
 HB1610  USGS QUAD   -  CRAB ORCHARD (1996)
 HB1610
 HB1610                         *CURRENT SURVEY CONTROL
 HB1610  ___________________________________________________________________
 HB1610* NAD 83(1997)-  37 43 41.49413(N)    088 51 18.48776(W)     ADJUSTED  
 HB1610* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 HB1610  ___________________________________________________________________
 HB1610  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HB1610  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HB1610
 HB1610  HORZ ORDER  -  THIRD
 HB1610
 HB1610.The horizontal coordinates were established by classical geodetic methods
 HB1610.and adjusted by the National Geodetic Survey in October 1999..
 HB1610
 HB1610.The orthometric height was scaled from a topographic map.
 HB1610
 HB1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1610
 HB1610.The geoid height was determined by GEOID03.
 HB1610
 HB1610;                    North         East     Units Scale Factor Converg.
 HB1610;SPC IL E     -   117,934.839   254,001.180   MT  1.00000105   -0 19 09.5
 HB1610;SPC IL E     -   386,924.55    833,335.54   sFT  1.00000105   -0 19 09.5
 HB1610;UTM  16      - 4,177,277.987   336,517.496   MT  0.99992920   -1 08 07.6
 HB1610
 HB1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1610!SPC IL E     -   0.99998278  x   1.00000105  =   0.99998383
 HB1610!UTM  16      -   0.99998278  x   0.99992920  =   0.99991199
 HB1610
 HB1610|---------------------------------------------------------------------|
 HB1610| PID    Reference Object                     Distance      Geod. Az  |
 HB1610|                                                           dddmmss.s |
 HB1610| CI3107 BROOKS RM 1                          25.390 METERS 00345     |
 HB1610| HB1611 CRAB ORCHARD RADIO KSL 30 MAST      APPROX. 2.8 KM 0812524.9 |
 HB1610| CI3108 BROOKS RM 2                          25.528 METERS 17416     |
 HB1610| CI3106 BROOKS AZ MK                                       1803228.7 |
 HB1610| HB1625 MARION RADIO STA WGGH N MAST        APPROX. 3.8 KM 2703150.0 |
 HB1610| HB1622 MARION GEN TEL MICROWAVE TWR        APPROX. 6.5 KM 2735421.9 |
 HB1610|---------------------------------------------------------------------|
 HB1610
 HB1610                          SUPERSEDED SURVEY CONTROL
 HB1610
 HB1610  NAD 83(1997)-  37 43 41.50259(N)    088 51 18.48701(W) AD(       ) 3
 HB1610  NAD 83(1986)-  37 43 41.50553(N)    088 51 18.48946(W) AD(       ) 3
 HB1610  NAD 27      -  37 43 41.32656(N)    088 51 18.25181(W) AD(       ) 3
 HB1610
 HB1610.Superseded values are not recommended for survey control.
 HB1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1610.See file dsdata.txt to determine how the superseded data were derived.
 HB1610
 HB1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3651777278(NAD 83)
 HB1610_MARKER: DS = TRIANGULATION STATION DISK
 HB1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1610
 HB1610  HISTORY     - Date     Condition        Report By
 HB1610  HISTORY     - 1960     MONUMENTED       CGS
 HB1610  HISTORY     - 1967     GOOD             CGS
 HB1610  HISTORY     - 20020111 GOOD             ILDT
 HB1610
 HB1610                          STATION DESCRIPTION
 HB1610
 HB1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1610'THE STATION IS ABOUT 4 MILES EAST OF MARION, 0.15 MILE SOUTH OF THE
 HB1610'JUNCTION OF STATE HIGHWAYS 13 AND 166 AND IS ON THE
 HB1610'ROAD-RIGHT-OF-WAY OF STATE HIGHWAY 166.  IT IS IN THE NORTHWEST
 HB1610'CORNER OF SEC. 23, T. 9 S., R. 3 E., 33 FEET EAST OF THE
 HB1610'CENTERLINE OF HIGHWAY 166, 8 FEET WEST OF A WITNESS POST AND WIRE
 HB1610'FENCE, 56.5 FEET SOUTH OF A T-FENCE CORNER AND 91 FEET NORTH OF A
 HB1610'TELEPHONE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BROOKS
 HB1610'1960.
 HB1610'
 HB1610'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 166 AND 13
 HB1610'ABOUT 4 MILES EAST OF MARION, GO SOUTH ON STATE HIGHWAY 166 FOR
 HB1610'0.15 MILE TO THE STATION ON THE LEFT.
 HB1610'
 HB1610'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 166
 HB1610'FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 HB1610'
 HB1610'REFERENCE MARK 1 IS 41 FEET EAST OF THE CENTERLINE OF HIGHWAY 166, 6
 HB1610'INCHES WEST OF A BOARD FENCE AND 27 FEET NORTH OF THE T-FENCE
 HB1610'CORNER.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HB1610'BROOKS NO 1 1960.
 HB1610'
 HB1610'REFERENCE MARK 2 IS 39 FEET EAST OF THE CENTERLINE OF HIGHWAY 166, 17
 HB1610'FEET NORTH OF A TELEPHONE POLE AND 6 INCHES WEST OF A WIRE
 HB1610'FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED BROOKS
 HB1610'NO 2 1960.
 HB1610'
 HB1610'THE AZIMUTH MARK IS 6 FEET EAST OF A WITNESS POST AND POWER POLE, 13
 HB1610'FEET SOUTH OF A GRAVELED DRIVEWAY, AND 38 FEET WEST OF THE
 HB1610'CENTERLINE OF STATE HIGHWAY 166.  THE MONUMENT IS FLUSH AND THE DISK
 HB1610'IS STAMPED BROOKS 1960.
 HB1610'
 HB1610'PT 11 IS A STANDARD U.S.G.S. CAP DISK RIVETED TO THE TOP OF A 4 INCH
 HB1610'IRON PIPE THAT PROJECTS 14 INCHES AND THE DISK IS STAMPED PRIM.
 HB1610'ILLINOIS TRAV. STA. NO 11 1906.  (458 FT. ELEV) IT IS 6 INCHES
 HB1610'SOUTHWEST OF A POWER POLE, 62 FEET SOUTH OF THE CENTERLINE OF
 HB1610'STATE HIGHWAY 13 AND 42 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 HB1610'166.
 HB1610'
 HB1610'NO MEASUREMENT BETWEEN REFERENCE MARKS NEAR 180 DEGREES.
 HB1610'
 HB1610'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1610
 HB1610                          STATION RECOVERY (1967)
 HB1610
 HB1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HB1610'STATION RECOVERED IN GOOD CONDITION.  BROOKS 1960, 8 FEET WEST OF A
 HB1610'WITNESS POST AND A WIRE FENCE.  BOTH FENCE AND WITNESS POST ARE
 HB1610'GONE.  ALSO 56.5 FEET SOUTH OF A T-FENCE CORNER SHOULD BE (58 FEET
 HB1610'SOUTH OF WOODEN FENCE CORNER).  STATION IS LOCATED ON
 HB1610'RIGHT-OF-WAY AS PART OF LAWN IN FRONT OF BRICK RANCH-STYLE HOUSE.
 HB1610'
 HB1610'BROOKS NO. 1 1960, FOUND IN GOOD CONDITION, 27 FEET NORTH OF THE
 HB1610'T-FENCE CORNER SHOULD BE (25 FEET NORTH OF THE WOODEN FENCE
 HB1610'CORNER).
 HB1610'
 HB1610'BROOKS NO. 2 1960, FOUND IN GOOD CONDITION EXCEPT 6 INCH WEST OF WIRE
 HB1610'FENCE IS TORN OUT.
 HB1610'
 HB1610'BROOKS 1960 AZIMUTH, FOUND IN GOOD CONDITION.
 HB1610
 HB1610                          STATION RECOVERY (2002)
 HB1610
 HB1610'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 HB1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0925 ***********************************************************************
 HB0925  DESIGNATION -  BROWN
 HB0925  PID         -  HB0925
 HB0925  STATE/COUNTY-  IL/PULASKI
 HB0925  USGS QUAD   -  PULASKI (1967)
 HB0925
 HB0925                         *CURRENT SURVEY CONTROL
 HB0925  ___________________________________________________________________
 HB0925* NAD 83(1997)-  37 12 49.61603(N)    089 09 41.58500(W)     ADJUSTED  
 HB0925* NAVD 88     -       134.761  (meters)     442.13   (feet)  ADJUSTED  
 HB0925  ___________________________________________________________________
 HB0925  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HB0925  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB0925  DYNAMIC HT  -         134.663 (meters)     441.81  (feet)  COMP
 HB0925  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 HB0925
 HB0925  HORZ ORDER  -  SECOND
 HB0925  VERT ORDER  -  SECOND    CLASS 0
 HB0925
 HB0925.The horizontal coordinates were established by classical geodetic methods
 HB0925.and adjusted by the National Geodetic Survey in October 1999..
 HB0925
 HB0925.The orthometric height was determined by differential leveling
 HB0925.and adjusted by the National Geodetic Survey in June 1991..
 HB0925
 HB0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0925
 HB0925.The geoid height was determined by GEOID03.
 HB0925
 HB0925.The dynamic height is computed by dividing the NAVD 88
 HB0925.geopotential number by the normal gravity value computed on the
 HB0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0925.degrees latitude (g = 980.6199 gals.).
 HB0925
 HB0925.The modeled gravity was interpolated from observed gravity values.
 HB0925
 HB0925;                    North         East     Units Scale Factor Converg.
 HB0925;SPC IL W     -    61,186.691   789,211.885   MT  1.00003918   +0 36 28.5
 HB0925;SPC IL W     -   200,743.34  2,589,272.66   sFT  1.00003918   +0 36 28.5
 HB0925;UTM  16      - 4,120,777.035   308,201.113   MT  1.00005318   -1 18 27.7
 HB0925
 HB0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0925!SPC IL W     -   0.99998329  x   1.00003918  =   1.00002247
 HB0925!UTM  16      -   0.99998329  x   1.00005318  =   1.00003647
 HB0925
 HB0925|---------------------------------------------------------------------|
 HB0925| PID    Reference Object                     Distance      Geod. Az  |
 HB0925|                                                           dddmmss.s |
 HB0925| HB0926 BROWN RM 1                           23.454 METERS 12740     |
 HB0925| HB0924 BROWN RM 2                           14.386 METERS 19822     |
 HB0925| CI3115 BROWN AZ MK                                        2870354.5 |
 HB0925|---------------------------------------------------------------------|
 HB0925
 HB0925                          SUPERSEDED SURVEY CONTROL
 HB0925
 HB0925  NAD 83(1997)-  37 12 49.61930(N)    089 09 41.58595(W) AD(       ) 2
 HB0925  NAD 83(1986)-  37 12 49.62387(N)    089 09 41.58858(W) AD(       ) 2
 HB0925  NAD 27      -  37 12 49.44210(N)    089 09 41.31270(W) AD(       ) 2
 HB0925  NGVD 29 (??/??/??)  134.695  (m)          441.91   (f) ADJUSTED    2 0
 HB0925
 HB0925.Superseded values are not recommended for survey control.
 HB0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0925.See file dsdata.txt to determine how the superseded data were derived.
 HB0925
 HB0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0820120777(NAD 83)
 HB0925_MARKER: DS = TRIANGULATION STATION DISK
 HB0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0925_STAMPING: BROWN 1960
 HB0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0925+STABILITY: SURFACE MOTION
 HB0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0925+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0925
 HB0925  HISTORY     - Date     Condition        Report By
 HB0925  HISTORY     - 1960     MONUMENTED       CGS
 HB0925  HISTORY     - 1960     GOOD             CGS
 HB0925  HISTORY     - 1967     GOOD             CGS
 HB0925  HISTORY     - 20020829 GOOD             USACE
 HB0925
 HB0925                          STATION DESCRIPTION
 HB0925
 HB0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB0925'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF ULLIN, 2
 HB0925'1/2 MILES EAST OF PULASKI AND 1/8 MILE WEST OF THE FARM HOME OF
 HB0925'MR. I. T. BROWN.
 HB0925'
 HB0925'TO REACH THE STATION FROM CURRYS GENERAL STORE ON U.S. HIGHWAY AT THE
 HB0925'MAIN INTERSECTION IN PULASKI, GO EAST ON PAVED ROAD FOR 0.55 MILE
 HB0925'TO THE END OF PAVEMENT. CONTINUE EAST 0.4 MILE TO A SIDE ROAD RIGHT,
 HB0925'KEEP LEFT ON MAIN ROAD FOR 0.4 MILE TO A FORK, KEEP LEFT ON
 HB0925'MAIN ROAD FOR 1.35 MILES TO A SIDE ROAD LEFT. CONTINUE EAST ON MAIN
 HB0925'ROAD FOR 0.95 MILE TO A FENCE CORNER ON THE LEFT AND THE
 HB0925'STATION ON THE LEFT.
 HB0925'
 HB0925'STATION MARK, A STANDARD TRAVERSE DISK STAMPED BROWN 1960, IS SET IN
 HB0925'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 HB0925'INCHES. THE MARK IS 26 FEET EAST-NORTHEAST OF A FENCE CORNER, 26 FEET
 HB0925'NORTH OF CENTER OF ROAD, 22.6 FEET EAST-NORTHEAST OF A TRIANGLE
 HB0925'BLAZED OAK TREE 2 FEET IN DIAMETER, 20.6 FEET WEST OF A TRIPLE TRUNK
 HB0925'PEAR TREE AND 4.5 FEET NORTH OF A WITNESS POST.
 HB0925'
 HB0925'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BROWN NO 1 1960,
 HB0925'IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 HB0925'INCHES. THE MARK IS 74.4 FEET SOUTHEAST OF A WITNESS POST, 71.5 FEET
 HB0925'WEST OF A POWER POLE AND 21 FEET SOUTH OF THE CENTER OF ROAD.
 HB0925'
 HB0925'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BROWN NO 2 1960,
 HB0925'IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 HB0925'INCHES. THE MARK IS 43 FEET SOUTHWEST OF A WITNESS POST, 19 FEET
 HB0925'SOUTH OF THE CENTER OF ROAD AND 9.2 FEET EAST OF A FENCE CORNER.
 HB0925'
 HB0925'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED BROWN 1960, IS SET IN
 HB0925'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 HB0925'INCHES. THE MARK IS 39 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 20
 HB0925'FEET EAST OF THE CENTER OF ROAD, 1.6 FEET EAST OF A WITNESS
 HB0925'POST AND 1 FOOT WEST OF A FENCE.
 HB0925'
 HB0925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE,
 HB0925'TURN RIGHT, NORTH, FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 HB0925
 HB0925                          STATION RECOVERY (1960)
 HB0925
 HB0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0925'3.6 MI E FROM PULASKI.
 HB0925'ABOUT 0.4 MILE EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0925'AT PULASKI, THENCE 2.3 MILES NORTHEAST ALONG A WINDING GRAVEL
 HB0925'ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A WINDING GRAVEL ROAD,
 HB0925'ABOUT 0.1 MILE WEST OF A HOUSE NORTH OF THE ROAD, AT FENCE CORNER
 HB0925'NORTH AND SOUTH OF THE ROAD, 27 FEET NORTH OF THE CENTER LINE OF
 HB0925'THE ROAD, 25 FEET NORTHEAST OF FENCE CORNER WHICH IS NORTH OF THE
 HB0925'ROAD, 24 FEET EAST OF A FENCE, 20 FEET WEST OF A MULTIPLE TRUNK
 HB0925'BLAZED CRABAPPLE TREE, 141 FEET WEST-NORTHWEST OF THE SECOND
 HB0925'POWER POLE WEST OF THE HOUSE, 4.5 FEET NORTH OF A METAL WITNESS
 HB0925'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 HB0925'OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0925
 HB0925                          STATION RECOVERY (1967)
 HB0925
 HB0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (HB)
 HB0925'STATION RECOVERED AS DESCRIBED.
 HB0925'
 HB0925'ALL MARKS IN GOOD CONDITION.
 HB0925'
 HB0925'TO REACH IS ADEQUATE.
 HB0925'
 HB0925'HEIGHT OF LIGHT ABOVE STATION MARK 1.89 METERS.
 HB0925
 HB0925                          STATION RECOVERY (2002)
 HB0925
 HB0925'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1993 ***********************************************************************
 LB1993  DESIGNATION -  BROWN
 LB1993  PID         -  LB1993
 LB1993  STATE/COUNTY-  IL/IROQUOIS
 LB1993  USGS QUAD   -  CLIFTON (1986)
 LB1993
 LB1993                         *CURRENT SURVEY CONTROL
 LB1993  ___________________________________________________________________
 LB1993* NAD 83(1997)-  40 54 48.64664(N)    087 57 19.08534(W)     ADJUSTED  
 LB1993* NAVD 88     -       203.128  (meters)     666.43   (feet)  ADJUSTED  
 LB1993  ___________________________________________________________________
 LB1993  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LB1993  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LB1993  DYNAMIC HT  -         203.043 (meters)     666.15  (feet)  COMP
 LB1993  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 LB1993
 LB1993  HORZ ORDER  -  SECOND
 LB1993  VERT ORDER  -  SECOND    CLASS 0
 LB1993
 LB1993.The horizontal coordinates were established by classical geodetic methods
 LB1993.and adjusted by the National Geodetic Survey in October 1999..
 LB1993
 LB1993.The orthometric height was determined by differential leveling
 LB1993.and adjusted by the National Geodetic Survey in June 1991..
 LB1993
 LB1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1993
 LB1993.The geoid height was determined by GEOID03.
 LB1993
 LB1993.The dynamic height is computed by dividing the NAVD 88
 LB1993.geopotential number by the normal gravity value computed on the
 LB1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1993.degrees latitude (g = 980.6199 gals.).
 LB1993
 LB1993.The modeled gravity was interpolated from observed gravity values.
 LB1993
 LB1993;                    North         East     Units Scale Factor Converg.
 LB1993;SPC IL E     -   471,506.192   331,846.556   MT  0.99998748   +0 14 51.3
 LB1993;SPC IL E     - 1,546,933.23  1,088,733.24   sFT  0.99998748   +0 14 51.3
 LB1993;UTM  16      - 4,529,595.501   419,552.217   MT  0.99967965   -0 37 32.4
 LB1993
 LB1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1993!SPC IL E     -   0.99997324  x   0.99998748  =   0.99996072
 LB1993!UTM  16      -   0.99997324  x   0.99967965  =   0.99965290
 LB1993
 LB1993|---------------------------------------------------------------------|
 LB1993| PID    Reference Object                     Distance      Geod. Az  |
 LB1993|                                                           dddmmss.s |
 LB1993| LB1992 BROWN RM 1                           15.414 METERS 00129     |
 LB1993| LB2077 BROWN RM 3                           15.472 METERS 00306     |
 LB1993| LB1994 BROWN RM 2                           16.983 METERS 08342     |
 LB1993| LB2348 ASHKUM ASSUM BVM CATH CH SPIRE      APPROX. 3.6 KM 1761555.2 |
 LB1993| LB1991 BROWN AZ MK                                        2654006.7 |
 LB1993|---------------------------------------------------------------------|
 LB1993
 LB1993                          SUPERSEDED SURVEY CONTROL
 LB1993
 LB1993  NAD 83(1997)-  40 54 48.64687(N)    087 57 19.08534(W) AD(       ) 2
 LB1993  NAD 83(1986)-  40 54 48.65365(N)    087 57 19.09353(W) AD(       ) 2
 LB1993  NAD 27      -  40 54 48.53590(N)    087 57 18.94900(W) AD(       ) 2
 LB1993  NGVD 29 (??/??/92)  203.207  (m)          666.69   (f) ADJ UNCH    2 0
 LB1993
 LB1993.Superseded values are not recommended for survey control.
 LB1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1993.See file dsdata.txt to determine how the superseded data were derived.
 LB1993
 LB1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1955229596(NAD 83)
 LB1993_MARKER: DS = TRIANGULATION STATION DISK
 LB1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1993_STAMPING: BROWN 1959
 LB1993_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1993+STABILITY: SURFACE MOTION
 LB1993
 LB1993  HISTORY     - Date     Condition        Report By
 LB1993  HISTORY     - 1959     MONUMENTED       CGS
 LB1993  HISTORY     - 1959     GOOD             CGS
 LB1993  HISTORY     - 1979     GOOD             NGS
 LB1993  HISTORY     - 1979     GOOD             NGS
 LB1993
 LB1993                          STATION DESCRIPTION
 LB1993
 LB1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LB1993'STATION IS ABOUT 2-1/2 MILES NORTH OF ASHKUM AND 1-1/2 MILES
 LB1993'SOUTH-SOUTHWEST OF CLIFTON.
 LB1993'
 LB1993'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 45 AND STATE HIGHWAY
 LB1993'116, AT THE NORTH EDGE OF ASHKUM, GO NORTHERLY ON U. S. HIGHWAY 45
 LB1993'FOR 2.15 MILES TO CROSSROAD, TURN LEFT AND GO WEST ON SURFACED ROAD
 LB1993'FOR 0.75 MILE TO STATION ON LEFT AS DESCRIBED.
 LB1993'
 LB1993'STATION MARK, A STANDARD STATION MARK DISK STAMPED BROWN 1959, IS SET
 LB1993'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LB1993'GROUND.  THE MARK IS 29.3 FEET SOUTH OF CENTER OF ROAD, 7 FEET
 LB1993'SOUTHEAST OF FENCE CORNER AND 5.5 FEET SOUTH OF WITNESS POST AND
 LB1993'FENCE.
 LB1993'
 LB1993'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED BROWN
 LB1993'NO 1 1959, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LB1993'PROJECTS ABOUT 4 INCHES.  THE MARK IS 45 FEET NORTH OF WITNESS POST
 LB1993'AND 21 FEET NORTH OF CENTER OF ROAD.
 LB1993'
 LB1993'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED BROWN
 LB1993'NO 2 1959, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LB1993'PROJECTS ABOUT 2 INCHES.  THE MARK IS 24.5 FEET SOUTH OF CENTER OF
 LB1993'ROAD AND 1.3 FEET SOUTH OF FENCE.
 LB1993'
 LB1993'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED BROWN 1959, IS SET
 LB1993'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 LB1993'INCHES.  THE MARK IS 105 FEET SOUTH-SOUTHEAST OF INTERSECTION OF
 LB1993'CROSSROADS, 13.5 FEET EAST OF CENTER OF ROAD AND 1.5 FEET NORTH OF
 LB1993'WITNESS POST.
 LB1993'
 LB1993'TO REACH AZIMUTH MARK FROM STATION, GO WEST FOR 0.35 MILE TO
 LB1993'CROSSROAD, TURN LEFT AND GO SOUTH 105 FEET TO AZIMUTH MARK ON LEFT
 LB1993'AS DESCRIBED.
 LB1993
 LB1993                          STATION RECOVERY (1959)
 LB1993
 LB1993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LB1993'2.9 MI N FROM ASHKUM.
 LB1993'ABOUT 0.45 MILES WEST ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 LB1993'WITH U.S. HIGHWAY 45 IN THE NORTH PART OF ASHKUM, THENCE 2.05
 LB1993'MILES NORTH ALONG AN ASPHALT ROAD, THENCE 0.4 MILE EAST ALONG
 LB1993'AN ASPHALT ROAD, NEAR THE JUNCTION OF A DRIVEWAY SOUTH TO A FARM
 LB1993'HOUSE, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 167 FEET
 LB1993'WEST OF THE CENTER LINE OF THE DRIVEWAY, 5 FEET SOUTH OF A FENCE,
 LB1993'5 1/2 FEET EAST OF A FENCE, 6 1/2 FEET SOUTHEAST OF A FENCE
 LB1993'CORNER, 151 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 5.6
 LB1993'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 LB1993'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 LB1993'INCH.  THE MARK MAY BE REACHED FROM CLIFTON, IROQUOIS COUNTY,
 LB1993'BY GOING SOUTHWEST ALONG SOUTH MAIN STREET FOR 1.05 MILES FROM THE
 LB1993'POST OFFICE IN CLIFTON, THENCE 0.45 MILE SOUTHWEST ALONG U.S.
 LB1993'HIGHWAY 45, THENCE 0.7 MILE WEST ALONG AN ASPHALT ROAD.
 LB1993
 LB1993                          STATION RECOVERY (1979)
 LB1993
 LB1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LB1993'STATION MARK, RM 2 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  RM 1
 LB1993'WAS FOUND WITH THE TOP BROKEN OFF, THE DISK WAS SALVAGED.  THE
 LB1993'DISTANCE TO RM 2 CHECKED.  THE AZIMUTH MARK WAS NOT VISIBLE AT THIS
 LB1993'TIME DUE TO CORN CROP IN FIELD.  RM 3 WAS ESTABLISHED.
 LB1993'
 LB1993'THE STATION IS 30 FT S OF CENTERLINE OF ROAD, 5.7 FT S OF A METAL
 LB1993'WITNESS POST, 10 FT SW OF FENCE CORNER POST, 18 FT NW OF W 1 OF 8 LEGS
 LB1993'OF A LARGE SIGN AND 8.8 FT W OF FENCE LINE.  THE MARK IS UNDERGROUND 4
 LB1993'INCHES AND THE DISK STAMPED BROWN 1959.
 LB1993'
 LB1993'RM 2 IS 47 FT E OF THE FENCE CORNER POST, 25 FT S OF CENTERLINE OF THE
 LB1993'ROAD AND 1 FT S OF FENCELINE.  THE MARK IS FLUSH AND THE DISK STAMPED
 LB1993'BROWN NO 2 1959.
 LB1993'
 LB1993'RM 3 IS A 3 FT ALUMINUM MARK.  IT IS 45 FT N OF THE METAL WITNESS POST
 LB1993'AND 21 FT N OF THE CENTERLINE OF THE ROAD.  IT PROJECTS 2 INCHES AND
 LB1993'STAMPED BROWN 1959 NO 3 1979.
 LB1993'
 LB1993'THE AZIMUTH MARK IS 104 FT S OF THE CENTERLINE OF ROAD, 13 FT E OF
 LB1993'THE CENTERLINE OF ROAD AND 4.5 FT E OF E EDGE OF PAVEMENT.  THE MARK
 LB1993'IS UNDERGROUND 2 INCHES AND THE DISK STAMPED BROWN 1959.
 LB1993'
 LB1993'TO REACH STATION FROM THE N EDGE OF ASKUM AT THE JUNCTION OF
 LB1993'U.S. HIGHWAY 45 AND STATE HIGHWAY 116, GO N ON HIGHWAY 45 FOR 2.15
 LB1993'MILE TO A CROSSROAD.  TURN LEFT, WEST AND CROSS RAILROAD TRACKS FOR
 LB1993'0.45 MILE TO JUNCTION WITH INTERSTATE HIGHWAY 57.  CONTINUE W ON THE
 LB1993'ROAD FOR 0.25 MILE TO STATION ON THE LEFT.
 LB1993'
 LB1993'TO REACH AZIMUTH MARK, CONTINUE WEST ON THE ROAD FOR 0.35 MILE TO A
 LB1993'CROSS ROAD.  TURN LEFT AND GO S FOR ABOUT 100 FT TO THE MARK ON THE
 LB1993'LEFT, EAST SIDE OF ROAD.
 LB1993
 LB1993                          STATION RECOVERY (1979)
 LB1993
 LB1993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LB1993'ABOUT 2.15 MI N ALONG US HIGHWAY 45 FROM ITS JUNCTION WITH STATE HWY
 LB1993'116, THENCE WEST ALONG A PAVED ROAD FOR 0.45 MILE TO JUNCTION WITH
 LB1993'INTERSTATE HIGHWAY 57, THENCE WEST FOR 0.25 MILE AND MARK LEFT, 30 FT
 LB1993'SOUTH OF CENTERLINE OF ROAD,18 FT NORTHWEST OF WEST ONE OF 8 LEGS OF
 LB1993'A LARGE RESTURANT SIGN, 10 FT SOUTHWEST OF A FENCE CORNER POST, 8.8
 LB1993'FT WEST OF A FENCE LINE, 5.7 FT SOUTH OF A METAL WITNESS POST, ABOUT
 LB1993'1 FT LOWER THAN THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1697 ***********************************************************************
 JB1697  DESIGNATION -  BROWN
 JB1697  PID         -  JB1697
 JB1697  STATE/COUNTY-  IL/WHITE
 JB1697  USGS QUAD   -  ENFIELD (1974)
 JB1697
 JB1697                         *CURRENT SURVEY CONTROL
 JB1697  ___________________________________________________________________
 JB1697* NAD 83(1997)-  38 02 19.03831(N)    088 15 54.96602(W)     ADJUSTED  
 JB1697* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 JB1697  ___________________________________________________________________
 JB1697  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JB1697  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JB1697
 JB1697  HORZ ORDER  -  FIRST
 JB1697
 JB1697.The horizontal coordinates were established by classical geodetic methods
 JB1697.and adjusted by the National Geodetic Survey in October 1999..
 JB1697
 JB1697.The orthometric height was scaled from a topographic map.
 JB1697
 JB1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1697
 JB1697.The geoid height was determined by GEOID03.
 JB1697
 JB1697;                    North         East     Units Scale Factor Converg.
 JB1697;SPC IL E     -   152,263.825   305,975.030   MT  0.99997544   +0 02 31.0
 JB1697;SPC IL E     -   499,552.23  1,003,853.08   sFT  0.99997544   +0 02 31.0
 JB1697;UTM  16      - 4,210,855.691   388,968.912   MT  0.99975183   -0 46 47.0
 JB1697
 JB1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1697!SPC IL E     -   0.99998014  x   0.99997544  =   0.99995558
 JB1697!UTM  16      -   0.99998014  x   0.99975183  =   0.99973198
 JB1697
 JB1697:                Primary Azimuth Mark                     Grid Az
 JB1697:SPC IL E     -  BROWN AZ MK                              006 50 48.2
 JB1697:UTM  16      -  BROWN AZ MK                              007 40 06.2
 JB1697
 JB1697|---------------------------------------------------------------------|
 JB1697| PID    Reference Object                     Distance      Geod. Az  |
 JB1697|                                                           dddmmss.s |
 JB1697| CI3116 BROWN AZ MK                                        0065319.2 |
 JB1697| CI3117 BROWN RM 1                           71.902 METERS 01844     |
 JB1697| JB1682 CARMI RADIO STA WROY MAST           APPROX. 7.4 KM 0485757.5 |
 JB1697| JB1683 CARMI RADIO STA KSH 644 MAST        APPROX. 8.1 KM 0515004.0 |
 JB1697| JB1684 CARMI MUNICIPAL TANK                APPROX.11.1 KM 0533901.1 |
 JB1697| CI3118 BROWN RM 2                           79.309 METERS 32837     |
 JB1697|---------------------------------------------------------------------|
 JB1697
 JB1697                          SUPERSEDED SURVEY CONTROL
 JB1697
 JB1697  NAD 83(1997)-  38 02 19.04061(N)    088 15 54.96578(W) AD(       ) 1
 JB1697  NAD 83(1997)-  38 02 19.04515(N)    088 15 54.96590(W) AD(       ) 1
 JB1697  NAD 83(1986)-  38 02 19.04896(N)    088 15 54.96750(W) AD(       ) 1
 JB1697  NAD 27      -  38 02 18.88252(N)    088 15 54.81703(W) AD(       ) 1
 JB1697
 JB1697.Superseded values are not recommended for survey control.
 JB1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1697.See file dsdata.txt to determine how the superseded data were derived.
 JB1697
 JB1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8896910856(NAD 83)
 JB1697_MARKER: DS = TRIANGULATION STATION DISK
 JB1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1697_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1697
 JB1697  HISTORY     - Date     Condition        Report By
 JB1697  HISTORY     - 1961     MONUMENTED       CGS
 JB1697
 JB1697                          STATION DESCRIPTION
 JB1697
 JB1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1697'THE STATION IS ABOUT 6 MILES SOUTHEAST OF ENFIELD, ABOUT 5 MILES
 JB1697'NORTHEAST OF NORRIS CITY,
 JB1697'ON THE PROPERTY OF MR B C HEALY AND IS IN THE NORTHEAST
 JB1697'0.25 OF SECTION 1, T 6 S, R 8
 JB1697'E.  IT IS 186 FEET EAST OF THE
 JB1697'SOUTHEAST CORNER OF A BARN, 73 FEET NORTHEAST OF
 JB1697'A 24 INCH OAK TREE,
 JB1697'29 FEET SOUTHWEST OF A FENCE CORNER AND 23 FEET WEST OF A WIRE
 JB1697'FENCE.  THE
 JB1697'MONUMENT IS 20 INCHES UNDERGROUND AND THE DISK IS STAMPED BROWN
 JB1697'1961.
 JB1697'
 JB1697'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 45 AND 460 ABOUT 1 MILE
 JB1697'SOUTH OF ENFIELD, GO
 JB1697'SOUTH ON HIGHWAY 45 FOR 2.95 MILES TO A SIDE ROAD LEFT.
 JB1697'TURN LEFT AND GO EAST ON A
 JB1697'PAVED ROAD FOR 3.9 MILES TO A JOGGED
 JB1697'CROSSROAD AND A METAL GATE ON THE RIGHT, JUST
 JB1697'EAST OF THE CROSSROAD.
 JB1697'TURN RIGHT THROUGH THE GATE AND GO SOUTHEAST ACROSS A PASTURE
 JB1697'FIELD FOR 260
 JB1697'FEET AND THE STATION.
 JB1697'
 JB1697'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON THE PAVED ROAD
 JB1697'FOR 0.05 MILE TO A
 JB1697'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 JB1697'FOR 0.35 MILE TO THE MARK ON THE LEFT.
 JB1697'
 JB1697'REFERENCE MARK 1 IS 47 FEET EAST OF A POWER POLE, 32 FEET SOUTH OF
 JB1697'THE CENTERLINE OF A
 JB1697'PAVED ROAD, 19 FEET WEST OF A FENCE CORNER, 1 FOOT
 JB1697'WEST OF A WITNESS POST AND 6
 JB1697'INCHES SOUTH OF A WIRE FENCE.  THE
 JB1697'MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 JB1697'STAMPED BROWN NO 1 1961.
 JB1697'
 JB1697'REFERENCE MARK 2 IS 68 FEET EAST OF A POWER POLE, 32 FEET SOUTH OF
 JB1697'THE CENTERLINE OF
 JB1697'THE PAVED ROAD, 10 FEET WEST OF THE CENTERLINE OF A
 JB1697'PASTURE FIELD ENTRANCE AND 6
 JB1697'INCHES SOUTH OF THE WIRE FENCE.  THE
 JB1697'MONUMENT PROJECTS 8 INCHES AND THE DISK IS
 JB1697'STAMPED BROWN NO 2 1961.
 JB1697'
 JB1697'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JB1697'ROAD, 14 FEET NORTH OF
 JB1697'THE CENTERLINE OF A GRAVELED ROAD AND 2 FEET SOUTH OF A
 JB1697'WITNESS POST.  THE MONUMENT
 JB1697'PROJECTS 6 INCHES AND THE DISK IS STAMPED BROWN 1961.
 JB1697'
 JB1697'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1991 ***********************************************************************
 LB1991  DESIGNATION -  BROWN AZ MK
 LB1991  PID         -  LB1991
 LB1991  STATE/COUNTY-  IL/IROQUOIS
 LB1991  USGS QUAD   -  CLIFTON (1986)
 LB1991
 LB1991                         *CURRENT SURVEY CONTROL
 LB1991  ___________________________________________________________________
 LB1991* NAD 83(1986)-  40 54 47.     (N)    087 57 42.     (W)     SCALED    
 LB1991* NAVD 88     -       203.622  (meters)     668.05   (feet)  ADJUSTED  
 LB1991  ___________________________________________________________________
 LB1991  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LB1991  DYNAMIC HT  -         203.537 (meters)     667.77  (feet)  COMP
 LB1991  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 LB1991
 LB1991  VERT ORDER  -  SECOND    CLASS 0
 LB1991
 LB1991.The horizontal coordinates were scaled from a topographic map and have
 LB1991.an estimated accuracy of +/- 6 seconds.
 LB1991
 LB1991.The orthometric height was determined by differential leveling
 LB1991.and adjusted by the National Geodetic Survey in June 1991..
 LB1991
 LB1991.The geoid height was determined by GEOID03.
 LB1991
 LB1991.The dynamic height is computed by dividing the NAVD 88
 LB1991.geopotential number by the normal gravity value computed on the
 LB1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1991.degrees latitude (g = 980.6199 gals.).
 LB1991
 LB1991.The modeled gravity was interpolated from observed gravity values.
 LB1991
 LB1991;                    North         East    Units  Estimated Accuracy
 LB1991;SPC IL E     -   471,450.      331,310.      MT  (+/- 180 meters Scaled)
 LB1991
 LB1991                          SUPERSEDED SURVEY CONTROL
 LB1991
 LB1991  NGVD 29 (??/??/92)  203.701  (m)          668.31   (f) ADJ UNCH    2 0
 LB1991
 LB1991.Superseded values are not recommended for survey control.
 LB1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1991.See file dsdata.txt to determine how the superseded data were derived.
 LB1991
 LB1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL190295(NAD 83)
 LB1991_MARKER: DZ = AZIMUTH MARK DISK
 LB1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1991_STAMPING: BROWN 1959
 LB1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1991+STABILITY: SURFACE MOTION
 LB1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1991+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2006
 LB1991
 LB1991  HISTORY     - Date     Condition        Report By
 LB1991  HISTORY     - 1959     MONUMENTED       CGS
 LB1991  HISTORY     - 20060423 GOOD             GEOCAC
 LB1991
 LB1991                          STATION DESCRIPTION
 LB1991
 LB1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB1991'2.5 MI N FROM ASHKUM.
 LB1991'ABOUT 0.45 MILES WEST ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 LB1991'WITH U.S. HIGHWAY 45 IN THE NORTH PART OF ASHKUM, THENCE 2.05
 LB1991'MILES NORTH ALONG AN ASPHALT ROAD, AT THE JUNCTION OF AN EAST-WEST
 LB1991'ASPHALT ROAD, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, 106
 LB1991'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 108 FEET
 LB1991'SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION, 93 FEET SOUTHEAST
 LB1991'OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 LB1991'1/2 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LB1991'CONCRETE POST PROJECTING 3 INCHES.
 LB1991
 LB1991                          STATION RECOVERY (2006)
 LB1991
 LB1991'RECOVERY NOTE BY GEOCACHING 2006 (BPS)
 LB1991'TO REACH FROM THE INTERSECTION OF OLD U. S. HIGHWAY 45 AND STATE
 LB1991'HIGHWAY 116, AT THE NORTH EDGE OF ASHKUM, GO NORTHERLY ON OLD U. S.
 LB1991'HIGHWAY 45 FOR 2.15 MILES TO CROSSROAD (CR-2800 N), TURN LEFT AND GO
 LB1991'WEST ON SURFACED ROAD (CR-2800 N) FOR ABOUT 0.45 MILES TO CROSSROAD
 LB1991'(CR-900 E).
 LB1991'MARK IS 13 FEET EAST OF THE CENTER LINE OF THE ROAD (CR-900 E), 106
 LB1991'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD (CR-2800 N), 108
 LB1991'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION, 93 FEET SOUTHEAST
 LB1991'OF A POWER POLE, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN
 LB1991'THE TOP OF A CONCRETE POST NOW COVERED BY GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0926 ***********************************************************************
 HB0926  DESIGNATION -  BROWN RM 1
 HB0926  PID         -  HB0926
 HB0926  STATE/COUNTY-  IL/PULASKI
 HB0926  USGS QUAD   -  PULASKI (1967)
 HB0926
 HB0926                         *CURRENT SURVEY CONTROL
 HB0926  ___________________________________________________________________
 HB0926* NAD 83(1986)-  37 12 48.     (N)    089 09 40.     (W)     SCALED    
 HB0926* NAVD 88     -       135.224  (meters)     443.65   (feet)  ADJUSTED  
 HB0926  ___________________________________________________________________
 HB0926  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB0926  DYNAMIC HT  -         135.126 (meters)     443.33  (feet)  COMP
 HB0926  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 HB0926
 HB0926  VERT ORDER  -  SECOND    CLASS 0
 HB0926
 HB0926.The horizontal coordinates were scaled from a topographic map and have
 HB0926.an estimated accuracy of +/- 6 seconds.
 HB0926
 HB0926.The orthometric height was determined by differential leveling
 HB0926.and adjusted by the National Geodetic Survey in June 1991..
 HB0926
 HB0926.The geoid height was determined by GEOID03.
 HB0926
 HB0926.The dynamic height is computed by dividing the NAVD 88
 HB0926.geopotential number by the normal gravity value computed on the
 HB0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0926.degrees latitude (g = 980.6199 gals.).
 HB0926
 HB0926.The modeled gravity was interpolated from observed gravity values.
 HB0926
 HB0926;                    North         East    Units  Estimated Accuracy
 HB0926;SPC IL W     -    61,140.      789,250.      MT  (+/- 180 meters Scaled)
 HB0926
 HB0926                          SUPERSEDED SURVEY CONTROL
 HB0926
 HB0926  NGVD 29 (??/??/??)  135.158  (m)          443.43   (f) ADJUSTED    2 0
 HB0926
 HB0926.Superseded values are not recommended for survey control.
 HB0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0926.See file dsdata.txt to determine how the superseded data were derived.
 HB0926
 HB0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG082207(NAD 83)
 HB0926_MARKER: DR = REFERENCE MARK DISK
 HB0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0926_STAMPING: BROWN NO 1 1960
 HB0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0926+STABILITY: SURFACE MOTION
 HB0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0926+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0926
 HB0926  HISTORY     - Date     Condition        Report By
 HB0926  HISTORY     - 1960     MONUMENTED       CGS
 HB0926  HISTORY     - 20020829 GOOD             USACE
 HB0926
 HB0926                          STATION DESCRIPTION
 HB0926
 HB0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0926'3.6 MI E FROM PULASKI.
 HB0926'ABOUT 0.4 MILE EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0926'AT PULASKI, THENCE 2.3 MILES NORTHEAST ALONG A WINDING GRAVEL
 HB0926'ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A WINDING GRAVEL ROAD,
 HB0926'ABOUT 0.1 MILE WEST OF A HOUSE NORTH OF THE ROAD, AT FENCE CORNERS
 HB0926'NORTH AND SOUTH OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF
 HB0926'THE ROAD, 86 FEET EAST OF FENCE CORNER SOUTH OF THE ROAD, 61 FEET
 HB0926'SOUTHEAST OF A MULTIPLE TRUNK APPLE TREE, 71 FEET WEST OF THE
 HB0926'SECOND POWER POLE WEST OF THE HOUSE, 77.0 FEET SOUTHEAST OF
 HB0926'TRAVERSE STATION BROWN, 74.4 FEET SOUTHEAST OF A METAL WITNESS
 HB0926'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 HB0926'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HB0926
 HB0926                          STATION RECOVERY (2002)
 HB0926
 HB0926'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0924 ***********************************************************************
 HB0924  DESIGNATION -  BROWN RM 2
 HB0924  PID         -  HB0924
 HB0924  STATE/COUNTY-  IL/PULASKI
 HB0924  USGS QUAD   -  PULASKI (1967)
 HB0924
 HB0924                         *CURRENT SURVEY CONTROL
 HB0924  ___________________________________________________________________
 HB0924* NAD 83(1986)-  37 12 49.     (N)    089 09 41.     (W)     SCALED    
 HB0924* NAVD 88     -       134.148  (meters)     440.12   (feet)  ADJUSTED  
 HB0924  ___________________________________________________________________
 HB0924  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB0924  DYNAMIC HT  -         134.051 (meters)     439.80  (feet)  COMP
 HB0924  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 HB0924
 HB0924  VERT ORDER  -  SECOND    CLASS 0
 HB0924
 HB0924.The horizontal coordinates were scaled from a topographic map and have
 HB0924.an estimated accuracy of +/- 6 seconds.
 HB0924
 HB0924.The orthometric height was determined by differential leveling
 HB0924.and adjusted by the National Geodetic Survey in June 1991..
 HB0924
 HB0924.The geoid height was determined by GEOID03.
 HB0924
 HB0924.The dynamic height is computed by dividing the NAVD 88
 HB0924.geopotential number by the normal gravity value computed on the
 HB0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0924.degrees latitude (g = 980.6199 gals.).
 HB0924
 HB0924.The modeled gravity was interpolated from observed gravity values.
 HB0924
 HB0924;                    North         East    Units  Estimated Accuracy
 HB0924;SPC IL W     -    61,170.      789,230.      MT  (+/- 180 meters Scaled)
 HB0924
 HB0924                          SUPERSEDED SURVEY CONTROL
 HB0924
 HB0924  NGVD 29 (??/??/??)  134.082  (m)          439.90   (f) ADJUSTED    2 0
 HB0924
 HB0924.Superseded values are not recommended for survey control.
 HB0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0924.See file dsdata.txt to determine how the superseded data were derived.
 HB0924
 HB0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG082207(NAD 83)
 HB0924_MARKER: DR = REFERENCE MARK DISK
 HB0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0924_STAMPING: BROWN NO 2 1960
 HB0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0924+STABILITY: SURFACE MOTION
 HB0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0924+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0924
 HB0924  HISTORY     - Date     Condition        Report By
 HB0924  HISTORY     - 1960     MONUMENTED       CGS
 HB0924  HISTORY     - 20020829 GOOD             USACE
 HB0924
 HB0924                          STATION DESCRIPTION
 HB0924
 HB0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0924'3.6 MI E FROM PULASKI.
 HB0924'ABOUT 0.4 MILE EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0924'AT PULASKI, THENCE 2.3 MILES NORTHEAST ALONG A WINDING GRAVEL
 HB0924'ROAD, THENCE 0.9 MILE SOUTHEAST ALONG A WINDING GRAVEL ROAD,
 HB0924'ABOUT 0.1 MILE WEST OF A HOUSE NORTH OF THE ROAD, AT FENCE
 HB0924'CORNERS NORTH AND SOUTH OF THE ROAD, 19 FEET SOUTH OF THE CENTER
 HB0924'LINE OF THE ROAD, 10 FEET EAST OF FENCE CORNER SOUTH OF THE ROAD,
 HB0924'56 FEET SOUTHWEST OF A MULTIPLE TRUNK APPLE TREE, 147 FEET WEST
 HB0924'OF THE SECOND POWER POLE WEST OF THE HOUSE, 47.2 FEET
 HB0924'SOUTH-SOUTHWEST OF TRAVERSE STATION BROWN, 43.0 FEET
 HB0924'SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 HB0924'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HB0924'2 INCHES.
 HB0924
 HB0924                          STATION RECOVERY (2002)
 HB0924
 HB0924'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1994 ***********************************************************************
 LB1994  DESIGNATION -  BROWN RM 2
 LB1994  PID         -  LB1994
 LB1994  STATE/COUNTY-  IL/IROQUOIS
 LB1994  USGS QUAD   -  CLIFTON (1986)
 LB1994
 LB1994                         *CURRENT SURVEY CONTROL
 LB1994  ___________________________________________________________________
 LB1994* NAD 83(1986)-  40 54 48.     (N)    087 57 18.     (W)     SCALED    
 LB1994* NAVD 88     -       202.930  (meters)     665.78   (feet)  ADJUSTED  
 LB1994  ___________________________________________________________________
 LB1994  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LB1994  DYNAMIC HT  -         202.845 (meters)     665.50  (feet)  COMP
 LB1994  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 LB1994
 LB1994  VERT ORDER  -  SECOND    CLASS 0
 LB1994
 LB1994.The horizontal coordinates were scaled from a topographic map and have
 LB1994.an estimated accuracy of +/- 6 seconds.
 LB1994
 LB1994.The orthometric height was determined by differential leveling
 LB1994.and adjusted by the National Geodetic Survey in June 1991..
 LB1994
 LB1994.The geoid height was determined by GEOID03.
 LB1994
 LB1994.The dynamic height is computed by dividing the NAVD 88
 LB1994.geopotential number by the normal gravity value computed on the
 LB1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1994.degrees latitude (g = 980.6199 gals.).
 LB1994
 LB1994.The modeled gravity was interpolated from observed gravity values.
 LB1994
 LB1994;                    North         East    Units  Estimated Accuracy
 LB1994;SPC IL E     -   471,490.      331,870.      MT  (+/- 180 meters Scaled)
 LB1994
 LB1994                          SUPERSEDED SURVEY CONTROL
 LB1994
 LB1994  NGVD 29 (??/??/92)  203.009  (m)          666.04   (f) ADJ UNCH    2 0
 LB1994
 LB1994.Superseded values are not recommended for survey control.
 LB1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1994.See file dsdata.txt to determine how the superseded data were derived.
 LB1994
 LB1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL195295(NAD 83)
 LB1994_MARKER: DR = REFERENCE MARK DISK
 LB1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1994_STAMPING: BROWN NO 2 1959
 LB1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1994+STABILITY: SURFACE MOTION
 LB1994
 LB1994  HISTORY     - Date     Condition        Report By
 LB1994  HISTORY     - 1959     MONUMENTED       CGS
 LB1994
 LB1994                          STATION DESCRIPTION
 LB1994
 LB1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB1994'2.9 MI N FROM ASHKUM.
 LB1994'ABOUT 0.45 MILES WEST ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 LB1994'WITH U.S. HIGHWAY 45 IN THE NORTH PART OF ASHKUM, THENCE 2.05
 LB1994'MILES NORTH ALONG AN ASPHALT ROAD, THENCE 0.4 MILES EAST ALONG
 LB1994'AN ASPHALT ROAD, NEAR A JUNCTION OF A DRIVEWAY SOUTH TO A FARM
 LB1994'HOUSE, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 112 FEET
 LB1994'WEST OF THE CENTER LINE OF THE DRIVEWAY, 1.5 FEET SOUTH OF A
 LB1994'FENCE, 96 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 61 FEET
 LB1994'EAST OF A T-FENCE CORNER, 55.7 FEET EAST OF TRIANGULATION
 LB1994'STATION BROWN, 55.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 LB1994'FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 LB1994'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2077 ***********************************************************************
 LB2077  DESIGNATION -  BROWN RM 3
 LB2077  PID         -  LB2077
 LB2077  STATE/COUNTY-  IL/IROQUOIS
 LB2077  USGS QUAD   -  CLIFTON (1986)
 LB2077
 LB2077                         *CURRENT SURVEY CONTROL
 LB2077  ___________________________________________________________________
 LB2077* NAD 83(1986)-  40 54 48.     (N)    087 57 18.     (W)     SCALED    
 LB2077* NAVD 88     -       203.41   (meters)     667.4    (feet)  RESET     
 LB2077  ___________________________________________________________________
 LB2077  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LB2077
 LB2077  VERT ORDER  -  THIRD
 LB2077
 LB2077.The horizontal coordinates were scaled from a topographic map and have
 LB2077.an estimated accuracy of +/- 6 seconds.
 LB2077
 LB2077.The orthometric height was computed from unverified reset data.
 LB2077.No vertical observational check was made to the station.
 LB2077
 LB2077.The geoid height was determined by GEOID03.
 LB2077
 LB2077;                    North         East    Units  Estimated Accuracy
 LB2077;SPC IL E     -   471,490.      331,870.      MT  (+/- 180 meters Scaled)
 LB2077
 LB2077                          SUPERSEDED SURVEY CONTROL
 LB2077
 LB2077  NGVD 29 (03/28/06)  203.49   (m)          667.6    (f) RESET       3  
 LB2077
 LB2077.Superseded values are not recommended for survey control.
 LB2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2077.See file dsdata.txt to determine how the superseded data were derived.
 LB2077
 LB2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL195295(NAD 83)
 LB2077_MARKER: A = ALUMINUM MARKER
 LB2077_SETTING: 0 = UNSPECIFIED SETTING
 LB2077_STAMPING: BROWN 1959 NO 3 1979
 LB2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2077
 LB2077  HISTORY     - Date     Condition        Report By
 LB2077  HISTORY     - 1979     MONUMENTED       NGS
 LB2077
 LB2077                          STATION DESCRIPTION
 LB2077
 LB2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LB2077'2.5 MI NORTH FROM ASKUM.
 LB2077'2.15 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH STATE
 LB2077'HIGHWAY 116 IN ASKUM, THENCE WEST ALONG PAVED ROAD FOR 0.45 MILE TO
 LB2077'JUNCTION WITH INTERSTATE HIGHWAY 57, THENCE 0.25 MILE ALONG ROAD AT A
 LB2077'LARGE SIGN LEFT, 21 FEET NORTH OF CENTERLINE OF ROAD, AND IS A 3 FOOT
 LB2077'ALUMINUM PRE-CAST MARK.
 LB2077'THE MARK IS 45 FT  N FROM A WITNESS POST.
 LB2077'THE MARK IS 1.0 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1527 ***********************************************************************
 HB1527  DESIGNATION -  BROWNFIELD
 HB1527  PID         -  HB1527
 HB1527  STATE/COUNTY-  IL/POPE
 HB1527  USGS QUAD   -  BROWNFIELD (1996)
 HB1527
 HB1527                         *CURRENT SURVEY CONTROL
 HB1527  ___________________________________________________________________
 HB1527* NAD 83(1997)-  37 21 02.90014(N)    088 34 28.03997(W)     ADJUSTED  
 HB1527* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 HB1527  ___________________________________________________________________
 HB1527  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HB1527  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 HB1527
 HB1527  HORZ ORDER  -  FIRST
 HB1527
 HB1527.The horizontal coordinates were established by classical geodetic methods
 HB1527.and adjusted by the National Geodetic Survey in October 1999..
 HB1527
 HB1527.The orthometric height was scaled from a topographic map.
 HB1527
 HB1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1527
 HB1527.The geoid height was determined by GEOID03.
 HB1527
 HB1527;                    North         East     Units Scale Factor Converg.
 HB1527;SPC IL E     -    75,949.614   278,636.829   MT  0.99998062   -0 08 46.6
 HB1527;SPC IL E     -   249,178.03    914,161.00   sFT  0.99998062   -0 08 46.6
 HB1527;SPC KY1Z     - 1,116,709.153 1,249,801.726   MT  0.99994674   -1 44 02.8
 HB1527;SPC KY1Z     - 3,663,736.61  4,100,391.16   sFT  0.99994674   -1 44 02.8
 HB1527;SPC KY S     -   616,653.388   249,801.124   MT  0.99994544   -1 42 46.5
 HB1527;SPC KY S     - 2,023,136.99    819,555.85   sFT  0.99994544   -1 42 46.5
 HB1527;UTM  16      - 4,134,952.101   360,552.666   MT  0.99983953   -0 57 19.3
 HB1527
 HB1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1527!SPC IL E     -   0.99997457  x   0.99998062  =   0.99995519
 HB1527!SPC KY1Z     -   0.99997457  x   0.99994674  =   0.99992131
 HB1527!SPC KY S     -   0.99997457  x   0.99994544  =   0.99992001
 HB1527!UTM  16      -   0.99997457  x   0.99983953  =   0.99981410
 HB1527
 HB1527:                Primary Azimuth Mark                     Grid Az
 HB1527:SPC IL E     -  RAUM LOOKOUT TOWER                       027 49 30.7
 HB1527:SPC KY1Z     -  RAUM LOOKOUT TOWER                       029 24 46.9
 HB1527:SPC KY S     -  RAUM LOOKOUT TOWER                       029 23 30.6
 HB1527:UTM  16      -  RAUM LOOKOUT TOWER                       028 38 03.4
 HB1527
 HB1527|---------------------------------------------------------------------|
 HB1527| PID    Reference Object                     Distance      Geod. Az  |
 HB1527|                                                           dddmmss.s |
 HB1527| HB1526 RAUM LOOKOUT TOWER                  APPROX.11.0 KM 0274044.1 |
 HB1527| CI3120 BROWNFIELD RM 1                      26.683 METERS 09901     |
 HB1527| CI3119 BROWNFIELD AZ MK                                   1010558.3 |
 HB1527| HB1528 BROWNFIELD 1957 RM 2                 15.487 METERS 18626     |
 HB1527|---------------------------------------------------------------------|
 HB1527
 HB1527                          SUPERSEDED SURVEY CONTROL
 HB1527
 HB1527  NAD 83(1997)-  37 21 02.90512(N)    088 34 28.03896(W) AD(       ) 1
 HB1527  NAD 83(1986)-  37 21 02.91062(N)    088 34 28.04176(W) AD(       ) 1
 HB1527  NAD 27      -  37 21 02.71961(N)    088 34 27.87601(W) AD(       ) 1
 HB1527
 HB1527.Superseded values are not recommended for survey control.
 HB1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1527.See file dsdata.txt to determine how the superseded data were derived.
 HB1527
 HB1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6055334952(NAD 83)
 HB1527_MARKER: DS = TRIANGULATION STATION DISK
 HB1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1527
 HB1527  HISTORY     - Date     Condition        Report By
 HB1527  HISTORY     - 1957     MONUMENTED       CGS
 HB1527
 HB1527                          STATION DESCRIPTION
 HB1527
 HB1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1527'THE STATION IS LOCATED ABOUT 2 MILES EAST AND 0.5 MILE NORTH OF
 HB1527'BROWNFIELD, ABOUT 5 MILES WEST AND 1 MILE SOUTH OF GOLCONDA,
 HB1527'ABOUT 10 MILES SOUTH AND 0.5 MILE EAST OF EDDYVILLE AND ON PROPERTY
 HB1527'OF U.S. FOREST SERVICE.  IT IS 43 FEET NORTH-NORTHEAST OF THE
 HB1527'NORTHWEST LEG OF DEPUTY LOOKOUT TOWER, 40 FEET NORTH-NORTHWEST OF THE
 HB1527'NORTHEAST LEG OF THE LOOKOUT TOWER, 21 FEET NORTHEAST OF A
 HB1527'FENCE CORNER AND 17 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 HB1527'MONUMENT IS FLUSH AND THE DISK IS STAMPED BROWNFIELD 1957.
 HB1527'
 HB1527'TO REACH THE STATION FROM THE BROWNFIELD METHODIST CHURCH IN
 HB1527'BROWNFIELD, GO NORTH ON GRAVELED ROAD FOR 0.85 MILE TO A T-ROAD
 HB1527'INTERSECTION, TURN RIGHT, EAST FOR 0.3 MILE TO A SIDE ROAD LEFT.
 HB1527'CONTINUE STRAIGHT AHEAD, UP HILL, ON WINDING ROAD FOR 1.45 MILE TO
 HB1527'THE LOOKOUT TOWER AND STATION ON THE LEFT, NORTH SIDE OF THE ROAD.
 HB1527'
 HB1527'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON THE
 HB1527'GRAVELED ROAD FOR 0.25 MILE TO WHERE THE ROAD MAKES A SHARP TURN
 HB1527'SOUTH.  BEAR SOUTH FOR 0.05 MILE TO WHERE THE ROAD TURNS BACK EAST
 HB1527'AND THE AZIMUTH MARK IS LOCATED AS DESCRIBED BELOW.
 HB1527'
 HB1527'REFERENCE MARK 1 IS 88 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HB1527'ROAD, 130 FEET WEST OF THE CENTERLINE OF A GRAVELED FARM ROAD AND
 HB1527'85 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE MONUMENT
 HB1527'PROJECTS 3 INCHES AND THE DISK IS STAMPED BROWNFIELD NO 1 1957.
 HB1527'
 HB1527'REFERENCE MARK 2 IS LOCATED IN THE APPROXIMATE CENTER OF THE LOOKOUT
 HB1527'TOWER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1527'BROWNFIELD NO 2 1957.
 HB1527'
 HB1527'THE AZIMUTH MARK IS 64 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 HB1527'ROAD, 47 FEET SOUTH OF A POWER LINE POLE, 1.5 FEET SOUTH OF A WHITE
 HB1527'WITNESS POST AND 1.5 FEET SOUTH OF A FENCE CORNER.
 HB1527'
 HB1527'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1528 ***********************************************************************
 HB1528  DESIGNATION -  BROWNFIELD 1957 RM 2
 HB1528  PID         -  HB1528
 HB1528  STATE/COUNTY-  IL/POPE
 HB1528  USGS QUAD   -  BROWNFIELD (1996)
 HB1528
 HB1528                         *CURRENT SURVEY CONTROL
 HB1528  ___________________________________________________________________
 HB1528* NAD 83(1997)-  37 21 02.40094(N)    088 34 28.11044(W)     ADJUSTED  
 HB1528* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 HB1528  ___________________________________________________________________
 HB1528  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HB1528  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 HB1528
 HB1528  HORZ ORDER  -  THIRD
 HB1528
 HB1528.The horizontal coordinates were established by classical geodetic methods
 HB1528.and adjusted by the National Geodetic Survey in October 1999..
 HB1528.No horizontal observational check was made to the station.
 HB1528
 HB1528.The orthometric height was scaled from a topographic map.
 HB1528
 HB1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1528
 HB1528.The geoid height was determined by GEOID03.
 HB1528
 HB1528;                    North         East     Units Scale Factor Converg.
 HB1528;SPC IL E     -    75,934.229   278,635.056   MT  0.99998062   -0 08 46.7
 HB1528;SPC IL E     -   249,127.55    914,155.18   sFT  0.99998062   -0 08 46.7
 HB1528;SPC KY1Z     - 1,116,693.824 1,249,799.526   MT  0.99994677   -1 44 02.8
 HB1528;SPC KY1Z     - 3,663,686.32  4,100,383.94   sFT  0.99994677   -1 44 02.8
 HB1528;SPC KY S     -   616,638.058   249,798.930   MT  0.99994544   -1 42 46.6
 HB1528;SPC KY S     - 2,023,086.70    819,548.66   sFT  0.99994544   -1 42 46.6
 HB1528;UTM  16      - 4,134,936.745   360,550.676   MT  0.99983954   -0 57 19.3
 HB1528
 HB1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1528!SPC IL E     -   0.99997457  x   0.99998062  =   0.99995519
 HB1528!SPC KY1Z     -   0.99997457  x   0.99994677  =   0.99992134
 HB1528!SPC KY S     -   0.99997457  x   0.99994544  =   0.99992001
 HB1528!UTM  16      -   0.99997457  x   0.99983954  =   0.99981411
 HB1528
 HB1528                          SUPERSEDED SURVEY CONTROL
 HB1528
 HB1528  NAD 83(1997)-  37 21 02.40592(N)    088 34 28.10943(W) AD(       ) 3
 HB1528  NAD 83(1986)-  37 21 02.41142(N)    088 34 28.11224(W) AD(       ) 3
 HB1528  NAD 27      -  37 21 02.22040(N)    088 34 27.94648(W) AD(       ) 3
 HB1528
 HB1528.Superseded values are not recommended for survey control.
 HB1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1528.See file dsdata.txt to determine how the superseded data were derived.
 HB1528
 HB1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6055134937(NAD 83)
 HB1528_MARKER: 57 = LOOKOUT TOWER
 HB1528
 HB1528  HISTORY     - Date     Condition        Report By
 HB1528  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1528
 HB1528                          STATION DESCRIPTION
 HB1528
 HB1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1528'THE LOOKOUT TOWER IS ABOUT 2 MILES EAST OF BROWNFIELD, ILLINOIS ON
 HB1528'THE HIGHEST GROUND IN THE VICINITY.  IT CONSISTS OF A FOUR LEGGED
 HB1528'STEEL TOWER SURMOUNTED BY AN ENCLOSED OBSERVATION PLATFORM.  THE
 HB1528'HEIGHT IS ABOUT 110 FEET.  EVIDENCE IN THE VICINITY INDICATES THAT
 HB1528'THE TOWER IS NO LONGER IN USE.  REFERENCE MARK 2 FOR TRIANGULATION
 HB1528'STATION BROWNFIELD WAS SET IN THE APPROXIMATE CENTER OF THE BASE
 HB1528'OF THE TOWER, THE DISTANCE BEING 50.815 FEET (15.487 METERS) SOUTH OF
 HB1528'STATION BROWNFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1802 ***********************************************************************
 JB1802  DESIGNATION -  BROWNSTOWN MUN TANK
 JB1802  PID         -  JB1802
 JB1802  STATE/COUNTY-  IL/FAYETTE
 JB1802  USGS QUAD   -  BROWNSTOWN (1985)
 JB1802
 JB1802                         *CURRENT SURVEY CONTROL
 JB1802  ___________________________________________________________________
 JB1802* NAD 83(1997)-  38 59 31.84986(N)    088 57 14.81754(W)     ADJUSTED  
 JB1802* NAVD 88     -                                                        
 JB1802  ___________________________________________________________________
 JB1802  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 JB1802  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JB1802
 JB1802  HORZ ORDER  -  THIRD
 JB1802
 JB1802.The horizontal coordinates were established by classical geodetic methods
 JB1802.and adjusted by the National Geodetic Survey in October 1999..
 JB1802
 JB1802
 JB1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1802
 JB1802.The geoid height was determined by GEOID03.
 JB1802
 JB1802;                    North         East     Units Scale Factor Converg.
 JB1802;SPC IL E     -   258,293.307   246,219.036   MT  1.00001060   -0 23 26.2
 JB1802;SPC IL E     -   847,417.29    807,803.62   sFT  1.00001060   -0 23 26.2
 JB1802;SPC IL W     -   258,800.708   805,045.937   MT  1.00007700   +0 45 46.9
 JB1802;SPC IL W     -   849,081.99  2,641,221.54   sFT  1.00007700   +0 45 46.9
 JB1802;UTM  16      - 4,317,725.126   330,764.142   MT  0.99995268   -1 13 47.5
 JB1802
 JB1802                          SUPERSEDED SURVEY CONTROL
 JB1802
 JB1802  NAD 83(1986)-  38 59 31.86526(N)    088 57 14.80705(W) AD(       ) 4
 JB1802  NAD 27      -  38 59 31.70926(N)    088 57 14.57799(W) AD(       ) 3
 JB1802
 JB1802.Superseded values are not recommended for survey control.
 JB1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1802.See file dsdata.txt to determine how the superseded data were derived.
 JB1802
 JB1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ3076417725(NAD 83)
 JB1802_MARKER: 53 = ELEVATED TANK
 JB1802
 JB1802  HISTORY     - Date     Condition        Report By
 JB1802  HISTORY     - 1974     FIRST OBSERVED   NGS
 JB1802
 JB1802                          STATION DESCRIPTION
 JB1802
 JB1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JB1802'BROWNSTOWN MUNICIPAL WATER TANK IS A 4-LEGGED STEEL STRUCTURE,
 JB1802'WITH ELIPSOIDAL TOP AND BOTTOM TANK, PAINTED SILVER, HAS THE
 JB1802'LETTERS BROWNSTOWN IN BLACK ON THE SOUTH SIDE, AND A HEIGHT OF
 JB1802'130 FEET.
 JB1802'
 JB1802'TANK IS LOCATED IN THE WEST PART OF BROWNSTOWN IN THE SOUTHWEST
 JB1802'ANGLE OF THE INTERSECTION OF TOWER AND ELM STREETS.
 JB1802'
 JB1802'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1681 ***********************************************************************
 JB1681  DESIGNATION -  BRUCE RESET
 JB1681  PID         -  JB1681
 JB1681  STATE/COUNTY-  IL/WHITE
 JB1681  USGS QUAD   -  CARMI (1974)
 JB1681
 JB1681                         *CURRENT SURVEY CONTROL
 JB1681  ___________________________________________________________________
 JB1681* NAD 83(1997)-  38 05 02.01396(N)    088 13 49.27242(W)     ADJUSTED  
 JB1681* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 JB1681  ___________________________________________________________________
 JB1681  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 JB1681  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JB1681
 JB1681  HORZ ORDER  -  FIRST
 JB1681
 JB1681.The horizontal coordinates were established by classical geodetic methods
 JB1681.and adjusted by the National Geodetic Survey in October 1999..
 JB1681
 JB1681.The orthometric height was scaled from a topographic map.
 JB1681
 JB1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1681
 JB1681.The geoid height was determined by GEOID03.
 JB1681
 JB1681;                    North         East     Units Scale Factor Converg.
 JB1681;SPC IL E     -   157,291.495   309,034.438   MT  0.99997600   +0 03 48.7
 JB1681;SPC IL E     -   516,047.18  1,013,890.49   sFT  0.99997600   +0 03 48.7
 JB1681;UTM  16      - 4,215,837.813   392,099.425   MT  0.99974339   -0 45 32.3
 JB1681
 JB1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1681!SPC IL E     -   0.99998188  x   0.99997600  =   0.99995788
 JB1681!UTM  16      -   0.99998188  x   0.99974339  =   0.99972528
 JB1681
 JB1681:                Primary Azimuth Mark                     Grid Az
 JB1681:SPC IL E     -  CARMI RADIO STA KSH 644 MAST             090 21 07.6
 JB1681:UTM  16      -  CARMI RADIO STA KSH 644 MAST             091 10 28.6
 JB1681
 JB1681|---------------------------------------------------------------------|
 JB1681| PID    Reference Object                     Distance      Geod. Az  |
 JB1681|                                                           dddmmss.s |
 JB1681| JB1683 CARMI RADIO STA KSH 644 MAST        APPROX. 3.3 KM 0902456.3 |
 JB1681| JB1682 CARMI RADIO STA WROY MAST           APPROX. 2.5 KM 0934630.5 |
 JB1681| CI3125 BRUCE RM 1                            9.437 METERS 13300     |
 JB1681| CI3124 BRUCE AZ MK                                        2552315.9 |
 JB1681| CI3126 BRUCE RM 2                           13.612 METERS 34228     |
 JB1681|---------------------------------------------------------------------|
 JB1681
 JB1681                          SUPERSEDED SURVEY CONTROL
 JB1681
 JB1681  NAD 83(1997)-  38 05 02.01640(N)    088 13 49.27227(W) AD(       ) 1
 JB1681  NAD 83(1997)-  38 05 02.02204(N)    088 13 49.27249(W) AD(       ) 1
 JB1681  NAD 83(1986)-  38 05 02.02523(N)    088 13 49.27388(W) AD(       ) 1
 JB1681  NAD 27      -  38 05 01.85595(N)    088 13 49.12687(W) AD(       ) 1
 JB1681
 JB1681.Superseded values are not recommended for survey control.
 JB1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1681.See file dsdata.txt to determine how the superseded data were derived.
 JB1681
 JB1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9209915838(NAD 83)
 JB1681_MARKER: DH = HORIZONTAL CONTROL DISK
 JB1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1681_STAMPING: BRUCE 1961 1981
 JB1681_MARK LOGO: NGS   
 JB1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1681+STABILITY: SURFACE MOTION
 JB1681
 JB1681  HISTORY     - Date     Condition        Report By
 JB1681  HISTORY     - 1981     MONUMENTED       NGS
 JB1681
 JB1681                          STATION DESCRIPTION
 JB1681
 JB1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JB1681'THE STATION MARK WAS FOUND IN GOOD CONDITION.  RMS 1 AND 2 WERE FOUND
 JB1681'UPROOTED BY GRADING.  THE AZ MK WAS NOT FOUND AND THOUGHT DESTROYED BY
 JB1681'ROAD WORK.  THE STATION MARK WAS LOWERED AT THE REQUEST OF THE
 JB1681'PROPERTY OWNED AND RMS 3 AND 4 WERE SET.  A NEW DESCRIPTIN FOLLOWS.
 JB1681'THE STATION IS LOCATED ABOUT 6 MILES (9.7 KM) SE OF ENFIELD, ABOUT 3.5
 JB1681'MILES (5.6 KM) W OF CARMI, IN THE SW 0.25 OF SEC 17, T 5, R 9 E, ON
 JB1681'THE PROPERTY OF MR GEORGE CECIL RENSHAW, ROUTE 4, CARMI, ILL 62821,
 JB1681'297 FT (90.5 M) N OF THE CENTERLINE OF STATE HWY 14, 218 FT (66.4 M)
 JB1681'NW OF A POWER TRANSFORMER POLE AND 249 FT (75.9 M) NE OF A POWER POLE.
 JB1681'THE MONUMENT IS 30 INCHES UNDERGROUND AND THE DISK IS STAMPED---BRUCE
 JB1681'1961 1981---.  TO REACH THE STATION FROM THE JUNCTION OF STATE HWY 14
 JB1681'AND U.S HWY 45 ABOUT 1 MILE (1.6 KM) S OF ENFIELD, GO E ON HWY 14 FOR
 JB1681'5.7 MILES (9.2 KM) TO A HOUSE AND STATION ON THE LEFT JUST AFTER
 JB1681'PASSING A CEMETERY ON THE LEFT.  RM 3 IS A STANDARD PRE-CAST ALUMINUM
 JB1681'MONUMENT STAMPED---BRUCE 1961 NO 3 1981---, FLUSH WITH THE GROUND, 69
 JB1681'FT (21.0 M) SW OF THE POWER TRANSFORMER POLE, 127 FT (38.7 M) N OF THE
 JB1681'CENTER LINE OF THE HWY, 46 FT (14.0 M) N OF A 20 INCH TREE, 36 FT
 JB1681'(11.0 M) NE OF THE NE CORNER OF HOUSE AND 6 INCHES W OF A FENCE
 JB1681'CORNER.  RM 4 IS A STANDARD PRE-CAST ALUMINUM MONUMENT,
 JB1681'STAMPED---BRUCE 1961 NO 4 1981---, FLUSH WITH THE GROUND, 2 FT (0.6 M)
 JB1681'N OF THE NW CORNER OF A RED BUILDING BLOCK GARAGE AND 131 FT (39.9 M)
 JB1681'N OF THE CENTERLINE OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1026 ***********************************************************************
 KB1026  CBN         -  This is a Cooperative Base Network Control Station.
 KB1026  DESIGNATION -  BRUSH
 KB1026  PID         -  KB1026
 KB1026  STATE/COUNTY-  IL/SANGAMON
 KB1026  USGS QUAD   -  DIVERNON (1976)
 KB1026
 KB1026                         *CURRENT SURVEY CONTROL
 KB1026  ___________________________________________________________________
 KB1026* NAD 83(1997)-  39 33 11.18860(N)    089 39 03.46532(W)     ADJUSTED  
 KB1026* NAVD 88     -       190.039  (meters)     623.49   (feet)  ADJUSTED  
 KB1026  ___________________________________________________________________
 KB1026  X           -      29,999.597 (meters)                     COMP
 KB1026  Y           -  -4,924,483.707 (meters)                     COMP
 KB1026  Z           -   4,039,952.160 (meters)                     COMP
 KB1026  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 KB1026  ELLIP HEIGHT-         158.01  (meters)          (10/15/04) GPS OBS
 KB1026  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB1026  DYNAMIC HT  -         189.934 (meters)     623.14  (feet)  COMP
 KB1026  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 KB1026
 KB1026  HORZ ORDER  -  B
 KB1026  VERT ORDER  -  SECOND    CLASS 0
 KB1026  ELLP ORDER  -  FOURTH    CLASS II
 KB1026
 KB1026.The horizontal coordinates were established by GPS observations
 KB1026.and adjusted by the National Geodetic Survey in July 1998..
 KB1026
 KB1026.The orthometric height was determined by differential leveling
 KB1026.and adjusted by the National Geodetic Survey in June 1991..
 KB1026
 KB1026.Photographs are available for this station.
 KB1026
 KB1026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1026
 KB1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1026
 KB1026.The ellipsoidal height was determined by GPS observations
 KB1026.and is referenced to NAD 83.
 KB1026
 KB1026.The geoid height was determined by GEOID03.
 KB1026
 KB1026.The dynamic height is computed by dividing the NAVD 88
 KB1026.geopotential number by the normal gravity value computed on the
 KB1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1026.degrees latitude (g = 980.6199 gals.).
 KB1026
 KB1026.The modeled gravity was interpolated from observed gravity values.
 KB1026
 KB1026;                    North         East     Units Scale Factor Converg.
 KB1026;SPC IL W     -   320,499.156   744,321.202   MT  0.99996535   +0 19 42.2
 KB1026;SPC IL W     - 1,051,504.31  2,441,993.81   sFT  0.99996535   +0 19 42.2
 KB1026;UTM  16      - 4,381,515.208   272,230.880   MT  1.00023877   -1 41 19.8
 KB1026
 KB1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1026!SPC IL W     -   0.99997521  x   0.99996535  =   0.99994056
 KB1026!UTM  16      -   0.99997521  x   1.00023877  =   1.00021398
 KB1026
 KB1026|---------------------------------------------------------------------|
 KB1026| PID    Reference Object                     Distance      Geod. Az  |
 KB1026|                                                           dddmmss.s |
 KB1026| KB1025 BRUSH RM 1                           17.876 METERS 04304     |
 KB1026| CI6776 BRUSH AZ MK                                        0863323.2 |
 KB1026| KB1027 BRUSH RM 2                           17.528 METERS 31519     |
 KB1026| KB1503 DIVERNON MUNICIPAL TANK             APPROX. 1.2 KM 3364013.7 |
 KB1026|---------------------------------------------------------------------|
 KB1026
 KB1026                          SUPERSEDED SURVEY CONTROL
 KB1026
 KB1026  ELLIP H (07/17/98)  158.05   (m)                       GP(       ) 4 1
 KB1026  NAD 83(1986)-  39 33 11.19716(N)    089 39 03.45416(W) AD(       ) 2
 KB1026  NAD 27      -  39 33 10.99910(N)    089 39 03.11970(W) AD(       ) 2
 KB1026  NAVD 88 (01/24/02)  190.04   (m)          623.5    (f) LEVELING    3  
 KB1026  NAVD 88 (07/17/98)  190.06   (m)          623.6    (f) LEVELING    3  
 KB1026  NGVD 29 (??/??/92)  190.155  (m)          623.87   (f) ADJ UNCH    2 0
 KB1026
 KB1026.Superseded values are not recommended for survey control.
 KB1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1026.See file dsdata.txt to determine how the superseded data were derived.
 KB1026
 KB1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7223181515(NAD 83)
 KB1026_MARKER: DE = TRAVERSE STATION DISK
 KB1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1026_STAMPING: BRUSH 1960
 KB1026_MARK LOGO: CGS   
 KB1026_PROJECTION: FLUSH
 KB1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1026+STABILITY: SURFACE MOTION
 KB1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1026+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 KB1026
 KB1026  HISTORY     - Date     Condition        Report By
 KB1026  HISTORY     - 1960     MONUMENTED       CGS
 KB1026  HISTORY     - 1960     GOOD             CGS
 KB1026  HISTORY     - 1976     GOOD             NGS
 KB1026  HISTORY     - 1977     GOOD             NGS
 KB1026  HISTORY     - 1977     GOOD             NGS
 KB1026  HISTORY     - 19970328 GOOD             NGS
 KB1026  HISTORY     - 19980713 GOOD             ILDT
 KB1026  HISTORY     - 20010410 GOOD             JCLS
 KB1026  HISTORY     - 20020611 GOOD             CGS
 KB1026  HISTORY     - 20020702 GOOD             HANPRO
 KB1026  HISTORY     - 20030613 GOOD             WOOLPT
 KB1026  HISTORY     - 20040119 GOOD             WOOLPT
 KB1026
 KB1026                          STATION DESCRIPTION
 KB1026
 KB1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1026'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF PAWNEE AND
 KB1026'ABOUT 1/2 MILE SOUTH OF DIVERNON.
 KB1026'
 KB1026'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 66 AND
 KB1026'DIVERNON ROAD, GO SOUTH ON U.S. ROUTE 66 FOR 1.0 MILE TO A
 KB1026'CROSSROADS, TURN RT.  AND GO WEST FOR 0.25 MILE TO THE STATION ON THE
 KB1026'LEFT.
 KB1026'
 KB1026'STATION MARK, A STANDARD TRAVERSE STATION DISK IS SET IN TOP OF A 12
 KB1026'INCH SQUARE CONCRETE POST SET FLUSH AND IS STAMPED BRUSH
 KB1026'1960. THE MARK IS 22 FEET SOUTH OF CENTER OF AN OILED ROAD, 4.4 FEET
 KB1026'EAST-SOUTHEAST OF WITNESS POST AND 4.4 FEET EAST-NORTHEAST OF
 KB1026'FENCE CORNER.
 KB1026'
 KB1026'REFERENCE MARK 1, A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12
 KB1026'INCH SQUARE CONCRETE POST SET FLUSH AND IS STAMPED BRUSH NO
 KB1026'1 1960. THE MARK IS 62.3 FEET EAST-NORTHEAST OF WITNESS POST, 19.2
 KB1026'FEET NORTH OF CENTER OF OILED ROAD, 17 FEET WEST OF CENTER OF
 KB1026'FIELD ENTRANCE AND 1 FOOT SOUTH OF FENCE.
 KB1026'
 KB1026'REFERENCE MARK 2, A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12
 KB1026'INCH SQUARE CONCRETE POST SET FLUSH AND THE DISK IS STAMPED BRUSH
 KB1026'NO 2 1960. THE MARK IS 56 FEET NORTHWEST OF WITNESS POST, 98 FEET
 KB1026'WEST OF CENTER OF FIELD ENTRANCE, 18 FEET NORTH OF CENTER OF
 KB1026'OILED ROAD AND 1 FOOT SOUTH OF FENCE.
 KB1026'
 KB1026'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 WAS 80.48 FEET.
 KB1026'
 KB1026'NO AZIMUTH MARK WAS SET BUT THE DIVERNON, MUNICIPAL WATER TANK MAY BE
 KB1026'USED AS AN AZIMUTH.
 KB1026
 KB1026                          STATION RECOVERY (1960)
 KB1026
 KB1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB1026'1.2 MI SW FROM DIVERNON.
 KB1026'1.0 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION WITH
 KB1026'DIVERNON ROAD, THENCE 0.2 MILES WEST ALONG AN OILED ROAD AT A
 KB1026'FIELD ENTRANCE NORTH OF THE ROAD AND AT FENCE CORNERS NORTH AND
 KB1026'SOUTH OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KB1026'44 FEET SOUTH SOUTHWEST OF A FENCE CORNER ON THE NORTH SIDE OF
 KB1026'THE ROAD, 5 FEET NORTHEAST OF A FENCE CORNER SOUTH OF THE ROAD,
 KB1026'62 FEET WEST OF THE EXTENDED CENTER LINE OF A FIELD ENTRANCE,
 KB1026'4.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB1026'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB1026
 KB1026                          STATION RECOVERY (1976)
 KB1026
 KB1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1026'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 KB1026'DESCRIBED IN 1960 WITH THE FOLLOWING EXCEPTIONS.
 KB1026'
 KB1026'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE WEST GATE POST.
 KB1026'
 KB1026'THE FENCE HAS BEEN REMOVED ON THE SOUTH SIDE OF THE ROAD.
 KB1026'
 KB1026'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 55 AND DIVERNON
 KB1026'ROAD IN THE EAST EDGE OF DIVERNON, GO SOUTH ON THE SERVICE ROAD ON
 KB1026'THE WEST SIDE OF THE INTERSTATE FOR 1.15 MILES TO A SIDE ROAD RIGHT.
 KB1026'TURN RIGHT AND GO WEST ON SURFACED ROAD FOR 0.2 MILE TO THE
 KB1026'STATION ON THE LEFT.
 KB1026'
 KB1026'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 KB1026'
 KB1026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 KB1026'DIVERNON.
 KB1026
 KB1026                          STATION RECOVERY (1977)
 KB1026
 KB1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KB1026'STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION AND
 KB1026'AS DESCRIBED.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME USING
 KB1026'THE DIVERNON WATER TANK TO INITIAL FROM.  THE DISTANCE TO REFERENCE
 KB1026'MARKS CHECKED.  THE DIRECTION TO REFERENCE MARK 1 WAS GREATER BY
 KB1026'1-MINUTE AND 33 SECONDS.  REFERENCE MARK 2 WAS LARGER BY 4
 KB1026'MINUTES AND 27 SECONDS.  THE DESCRIPTION IS ADEQUATE WITH THE
 KB1026'ADDITION OF THE AZIMUTH MARK.
 KB1026'
 KB1026'THE AZIMUTH MARK IS 111 FEET WEST OF THE CENTERLINE OF A PAVED ROAD,
 KB1026'23 FEET NORTH OF THE CENTERLINE OF ROAD, 1-FOOT SOUTH OF A FENCELINE
 KB1026'AND CORNER FENCE POST, 1-FOOT EAST OF A METAL WITNESS POST AND
 KB1026'1-FOOT WEST OF A CONCRETE RIGHT-OF-WAY POST.  THE MONUMENT IS
 KB1026'FLUSH AND THE DISK STAMPED BRUSH 1960 1977.
 KB1026'
 KB1026'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE ROAD FOR
 KB1026'0.25 MILE AND THE MARK ON THE LEFT AS DESCRIBED.
 KB1026'
 KB1026'HIGHWAY 66 MENTIONED IN THE 1960 DESCRIPTION IS NOW A SERVICE ROAD
 KB1026'THAT IS PARALLEL WITH INTER STATE HIGHWAY 55.
 KB1026'
 KB1026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH
 KB1026'OF DIVERNON.
 KB1026'
 KB1026'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB1026
 KB1026                          STATION RECOVERY (1977)
 KB1026
 KB1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KB1026'THE MARK WAS FOUND IN GOOD CONDITION AND AS DESCRIBED IN 1960. U.S.
 KB1026'HIGHWAY 66 MENTIONED IN 1960 IS NOW A SERVICE ROAD JUST WEST OF
 KB1026'INTERSTATE HIGHWAY 55.
 KB1026
 KB1026                          STATION RECOVERY (1997)
 KB1026
 KB1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB1026'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH-SOUTHEAST OF THE
 KB1026'CENTER OF DIVERNON.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KB1026'55 AND REICHERT ROAD (EXIT 80) AT THE EAST EDGE OF DIVERNON, GO WEST
 KB1026'TO THE FRONTAGE ROAD THAT RUNS SOUTH ON THE WEST SIDE OF I-55.  TURN
 KB1026'LEFT, SOUTH, ON THE FRONTAGE ROAD FOR 1.15 MI (1.85 KM) TO A SIDE ROAD
 KB1026'RIGHT.  TURN RIGHT, WEST, ON HOGAN ROAD (17S) FOR 0.2 MI (0.3 KM) TO
 KB1026'THE STATION ON THE LEFT, 7.0 M (23.0 FT) SOUTH OF THE CENTER OF THE
 KB1026'ROAD, 15.1 M (49.5 FT) WEST OF THE WEST END OF A METAL CULVERT PIPE AT
 KB1026'A FIELD ENTRANCE, 1.2 M (3.9 FT) NORTHEAST OF A LONE WOOD FENCE POST,
 KB1026'0.8 M (2.6 FT) NORTHEAST OF A TELEPHONE CABLE SPLICE BOX, AND 0.3 M
 KB1026'(1.0 FT) NORTHEAST OF A METAL WITNESS POST.
 KB1026
 KB1026                          STATION RECOVERY (1998)
 KB1026
 KB1026'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (GW)
 KB1026'RECOVERED IN GOOD CONDITION.
 KB1026
 KB1026                          STATION RECOVERY (2001)
 KB1026
 KB1026'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 KB1026'RECOVERED IN GOOD CONDITION.
 KB1026
 KB1026                          STATION RECOVERY (2002)
 KB1026
 KB1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2002 (DSE)
 KB1026'RECOVERED IN GOOD CONDITION
 KB1026' 
 KB1026'
 KB1026
 KB1026                          STATION RECOVERY (2002)
 KB1026
 KB1026'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2002 (JAR)
 KB1026'RECOVERED IN GOOD CONDITION.
 KB1026
 KB1026                          STATION RECOVERY (2003)
 KB1026
 KB1026'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 KB1026'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KB1026'
 KB1026
 KB1026                          STATION RECOVERY (2004)
 KB1026
 KB1026'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 KB1026'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOODCONDITION.
 KB1026' 
 KB1026'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0510 ***********************************************************************
 JB0510  CBN         -  This is a Cooperative Base Network Control Station.
 JB0510  DESIGNATION -  BRUSH
 JB0510  PID         -  JB0510
 JB0510  STATE/COUNTY-  IL/WAYNE
 JB0510  USGS QUAD   -  WAYNE CITY (1973)
 JB0510
 JB0510                         *CURRENT SURVEY CONTROL
 JB0510  ___________________________________________________________________
 JB0510* NAD 83(1997)-  38 16 15.22264(N)    088 37 21.70376(W)     ADJUSTED  
 JB0510* NAVD 88     -       132.064  (meters)     433.28   (feet)  ADJUSTED  
 JB0510  ___________________________________________________________________
 JB0510  X           -     120,516.003 (meters)                     COMP
 JB0510  Y           -  -5,012,492.279 (meters)                     COMP
 JB0510  Z           -   3,929,157.910 (meters)                     COMP
 JB0510  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JB0510  ELLIP HEIGHT-         101.74  (meters)          (10/15/04) GPS OBS
 JB0510  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JB0510  DYNAMIC HT  -         131.979 (meters)     433.00  (feet)  COMP
 JB0510  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 JB0510
 JB0510  HORZ ORDER  -  B
 JB0510  VERT ORDER  -  SECOND    CLASS 0
 JB0510  ELLP ORDER  -  FOURTH    CLASS II
 JB0510
 JB0510.The horizontal coordinates were established by GPS observations
 JB0510.and adjusted by the National Geodetic Survey in July 1998..
 JB0510
 JB0510.The orthometric height was determined by differential leveling
 JB0510.and adjusted by the National Geodetic Survey in June 1991..
 JB0510
 JB0510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0510
 JB0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0510
 JB0510.The ellipsoidal height was determined by GPS observations
 JB0510.and is referenced to NAD 83.
 JB0510
 JB0510.The geoid height was determined by GEOID03.
 JB0510
 JB0510.The dynamic height is computed by dividing the NAVD 88
 JB0510.geopotential number by the normal gravity value computed on the
 JB0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0510.degrees latitude (g = 980.6199 gals.).
 JB0510
 JB0510.The modeled gravity was interpolated from observed gravity values.
 JB0510
 JB0510;                    North         East     Units Scale Factor Converg.
 JB0510;SPC IL E     -   178,082.809   274,678.994   MT  0.99998289   -0 10 45.2
 JB0510;SPC IL E     -   584,260.02    901,176.00   sFT  0.99998289   -0 10 45.2
 JB0510;UTM  16      - 4,237,117.282   358,052.879   MT  0.99984815   -1 00 18.8
 JB0510
 JB0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0510!SPC IL E     -   0.99998404  x   0.99998289  =   0.99996693
 JB0510!UTM  16      -   0.99998404  x   0.99984815  =   0.99983219
 JB0510
 JB0510|---------------------------------------------------------------------|
 JB0510| PID    Reference Object                     Distance      Geod. Az  |
 JB0510|                                                           dddmmss.s |
 JB0510| JB0511 BRUSH RM 1                           14.231 METERS 08923     |
 JB0510| JB0509 BRUSH RM 2                           12.976 METERS 26931     |
 JB0510| CI3130 BRUSH AZ MK                                        2702713.9 |
 JB0510|---------------------------------------------------------------------|
 JB0510
 JB0510                          SUPERSEDED SURVEY CONTROL
 JB0510
 JB0510  ELLIP H (07/17/98)  101.75   (m)                       GP(       ) 4 1
 JB0510  NAD 83(1997)-  38 16 15.23371(N)    088 37 21.70425(W) AD(       ) 2
 JB0510  NAD 83(1986)-  38 16 15.23652(N)    088 37 21.70213(W) AD(       ) 2
 JB0510  NAD 27      -  38 16 15.06199(N)    088 37 21.50302(W) AD(       ) 2
 JB0510  NAVD 88 (07/17/98)  132.06   (m)          433.3    (f) LEVELING    3  
 JB0510  NGVD 29 (??/??/92)  132.188  (m)          433.69   (f) ADJ UNCH    2 0
 JB0510
 JB0510.Superseded values are not recommended for survey control.
 JB0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0510.See file dsdata.txt to determine how the superseded data were derived.
 JB0510
 JB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5805337117(NAD 83)
 JB0510_MARKER: DE = TRAVERSE STATION DISK
 JB0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0510_SP_SET: CONCRETE POST
 JB0510_STAMPING: BRUSH 1961
 JB0510_MARK LOGO: CGS   
 JB0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0510+STABILITY: SURFACE MOTION
 JB0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0510+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 JB0510
 JB0510  HISTORY     - Date     Condition        Report By
 JB0510  HISTORY     - 1961     MONUMENTED       CGS
 JB0510  HISTORY     - 1961     GOOD             CGS
 JB0510  HISTORY     - 1973     GOOD             USGS
 JB0510  HISTORY     - 19901022 GOOD             NGS
 JB0510  HISTORY     - 19970226 GOOD             NGS
 JB0510  HISTORY     - 19990927 GOOD             ILDT
 JB0510  HISTORY     - 20060508 GOOD             ILDT
 JB0510
 JB0510                          STATION DESCRIPTION
 JB0510
 JB0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0510'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF DAHLGREEN,
 JB0510'ABOUT 5.5 MILES
 JB0510'SOUTH-SOUTHWEST OF WAYNE CITY AND ABOUT 1 MILE NORTH OF THE
 JB0510'WAYNE-HAMILTON COUNTY LINE.
 JB0510'
 JB0510'TO REACH THE STATION FROM THE DEPOT IN DAHLGREEN, GO NORTH ON THE
 JB0510'MAIN ROAD FOR 1.0 MILE TO A
 JB0510'T-ROAD, TURN LEFT, THENCE RIGHT AND GO NORTH FOR 4.55
 JB0510'MILES TO A CROSSROAD AND A
 JB0510'SCHOOL HOUSE ON THE RIGHT, CONTINUE EAST
 JB0510'FOR 1.55 MILE TO POINT WHERE THE MAIN ROAD
 JB0510'TURN LEFT, CONTINUE AHEAD
 JB0510'FOR 0.9 MILE TO A DRIVEWAY LEFT AND THE AZIMUTH MARK ON THE
 JB0510'LEFT.  CONTINUE
 JB0510'EAST FOR 0.6 MILE TO A HOUSE ON RIGHT AND THE STATION ON THE
 JB0510'LEFT.
 JB0510'
 JB0510'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JB0510'CONCRETE POST WHICH IS SET
 JB0510'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0510'BRUSH 1961.  THE MARK IS 25 FEET
 JB0510'WEST OF A TRACK ROAD, 19 FEET NORTH
 JB0510'OF CENTER OF ROAD, 10 FEET SOUTHWEST OF A POWER
 JB0510'POLE WITH A
 JB0510'TRANSFORMER, 2.5 SOUTH OF FENCE AND 2.2 FEET SOUTH-SOUTHEAST OF
 JB0510'WITNESS POST.
 JB0510'
 JB0510'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0510'SQUARE CONCRETE POST
 JB0510'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0510'IS STAMPED BRUSH NO 1 1961.  THE
 JB0510'MARK IS 22 FEET EAST OF CENTER OF A
 JB0510'TRACK ROAD, 19 FEET NORTH OF CENTER OF ROAD, 5 FEET
 JB0510'SOUTHEAST OF
 JB0510'FENCE CORNER AND 2.5 FEET SOUTH OF FENCE.
 JB0510'
 JB0510'REFERENCE MARK 2, A STNADARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0510'SQUARE CONCRETE POST
 JB0510'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0510'IS STAMPED BRUSH NO 2 1961.  THE
 JB0510'MARK IS 41.5 FEET EAST OF WITNESS
 JB0510'POST, 53.5 FEET WEST OF FENCE CORNER, 18 FEET NORTH
 JB0510'OF CENTER OF ROAD
 JB0510'AND 1.8 FEET SOUTH OF FENCE.
 JB0510'
 JB0510'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB0510'CONCRETE POST WHICH IS SET
 JB0510'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0510'ZION 1961.  THE MARK IS 47 FEET
 JB0510'NORTH OF CENTER OF ROAD, 24.5 FEET
 JB0510'NORTH OF FENCE CORNER, 10 FEET EAST OF CENTER OF
 JB0510'DRIVEWAY, 2.8 FEET
 JB0510'NORTH OF WITNESS POST AND 1 FOOT WEST OF FENCE.
 JB0510
 JB0510                          STATION RECOVERY (1961)
 JB0510
 JB0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0510'8.3 MI NE FROM DAHLGREN.
 JB0510'ABOUT 5.4 MILES NORTH AND NORTHEAST ALONG AN OILED AND GRAVELED
 JB0510'ROAD FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 JB0510'DAHLGREN, THENCE 2.9 MILES EAST ALONG A GRAVEL ROAD, AT A FARM
 JB0510'HOUSE SOUTH OF THE ROAD AND AT A DRIVE NORTH TO A FARM HOUSE, 20
 JB0510'FEET NORTH OF THE CENTER OF THE ROAD, 26 FEET WEST OF THE CENTER
 JB0510'OF THE DRIVE NORTH, 83 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JB0510'THE HOUSE, 10 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 JB0510'2.5 FEET SOUTH OF A FENCE, 11.5 FEET WEST OF A FENCE CORNER,
 JB0510'2.2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 JB0510'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JB0510'POST PROJECTING 1 INCH.
 JB0510
 JB0510                          STATION RECOVERY (1973)
 JB0510
 JB0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JB0510'ALL MARKS FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 JB0510'CHECKED.  DESCRIPTION ADEQUATE.
 JB0510'
 JB0510'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JB0510
 JB0510                          STATION RECOVERY (1990)
 JB0510
 JB0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JB0510'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 JB0510'FOR.  STATION IS LOCATED ABOUT 9 KM (5.6 MI) SOUTH-SOUTHWEST OF WAYNE
 JB0510'CITY, 6.5 KM (4.0 MI)  WEST OF EXIT 100 OF INTERSTATE HIGHWAY 64, ON
 JB0510'THE SOUTH EDGE OF SECTION 11, T 3 S, R 5 3.  OWNERSHIP-COUNTY
 JB0510'RIGHT-OF-WAY.
 JB0510'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 64 AND STATE HIGHWAY
 JB0510'242 (EXIT 100) GO NORTHWEST ON HIGHWAY 242 FOR 0.47 KM (0.29 MI)  TO
 JB0510'A SLANTED CROSSROAD.  BEAR LEFT, WEST, ON PAVED AND GRAVEL ROAD FOR
 JB0510'6.21 KM (3.86 MI)  TO THE OAK GROVE SCHOOL ON THE LEFT.  CONTINUE
 JB0510'AHEAD FOR 0.28 KM (0.17 MI)  TO A FIELD ENTRANCE AND STATION ON THE
 JB0510'RIGHT, ACROSS ROAD FROM A MOBILE HOME.
 JB0510'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 JB0510'IN WEEDS AT A FIELD EDGE.  IT IS 6.1 M (20.0 FT) NORTH OF, AND
 JB0510'SLIGHTLY HIGHER THAN THE ROAD CENTER, 8.5 M (27.9 FT) WEST OF CENTER
 JB0510'OF A FIELD ENTRANCE, 2.4 M (7.9 FT) WEST-SOUTHWEST OF UTILITY POLE
 JB0510'90422, 16.0 M (52.5 FT) NORTH-NORTHEAST OF A UTILITY POLE STUB AND
 JB0510'TELEPHONE PEDESTAL ACROSS ROAD, AND 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF
 JB0510'A METAL WITNESS POST.
 JB0510
 JB0510                          STATION RECOVERY (1997)
 JB0510
 JB0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JB0510'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF WAYNE
 JB0510'CITY, 4.0 MI (6.4 KM) WEST OF EXIT 100 OF INTERSTATE HIGHWAY 64.  TO
 JB0510'REACH FROM THE JUNCTION OF I-64 AND STATE ROUTE 242 (EXIT 100), GO
 JB0510'NORTHWEST ON ROUTE 242 FOR 0.3 MI (0.5 KM) TO A SLANTED CROSSROAD.
 JB0510'BEAR LEFT, WEST, ON PAVED AND GRAVEL ROAD FOR 3.85 MI (6.20 KM) TO THE
 JB0510'OAK GROVE SCHOOL ON THE LEFT.  CONTINUE AHEAD FOR 0.17 MI (0.27 KM) TO
 JB0510'A FIELD ENTRANCE AND STATION ON THE RIGHT, ACROSS FROM A MOBILE HOME,
 JB0510'6.1 M (20.0 FT) NORTH OF THE CENTER OF THE ROAD, 8.5 M (27.9 FT) WEST
 JB0510'OF THE CENTER OF A FIELD ENTRANCE, 2.4 M (7.9 FT) WEST-SOUTHWEST OF A
 JB0510'UTILITY POLE WITH TRANSFORMER AND GUY WIRE, 16.0 M (52.5 FT)
 JB0510'NORTH-NORTHEAST OF A UTILITY POLE STUB AND TELEPHONE PEDESTAL ACROSS
 JB0510'ROAD, AND 0.7 M (2.3 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 JB0510
 JB0510                          STATION RECOVERY (1999)
 JB0510
 JB0510'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JB0510'RECOVERED AS DESCRIBED
 JB0510'
 JB0510
 JB0510                          STATION RECOVERY (2006)
 JB0510
 JB0510'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JB0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1475 ***********************************************************************
 HB1475  DESIGNATION -  BRUSH
 HB1475  PID         -  HB1475
 HB1475  STATE/COUNTY-  IL/SALINE
 HB1475  USGS QUAD   -  ELDORADO (1963)
 HB1475
 HB1475                         *CURRENT SURVEY CONTROL
 HB1475  ___________________________________________________________________
 HB1475* NAD 83(1997)-  37 51 31.51253(N)    088 24 24.56615(W)     ADJUSTED  
 HB1475* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 HB1475  ___________________________________________________________________
 HB1475  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 HB1475  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HB1475
 HB1475  HORZ ORDER  -  SECOND
 HB1475
 HB1475.The horizontal coordinates were established by classical geodetic methods
 HB1475.and adjusted by the National Geodetic Survey in October 1999..
 HB1475
 HB1475.The orthometric height was scaled from a topographic map.
 HB1475
 HB1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1475
 HB1475.The geoid height was determined by GEOID03.
 HB1475
 HB1475;                    North         East     Units Scale Factor Converg.
 HB1475;SPC IL E     -   132,300.112   293,532.940   MT  0.99997551   -0 02 42.4
 HB1475;SPC IL E     -   434,054.62    963,032.65   sFT  0.99997551   -0 02 42.4
 HB1475;UTM  16      - 4,191,076.154   376,244.991   MT  0.99978863   -0 51 48.6
 HB1475
 HB1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1475!SPC IL E     -   0.99998588  x   0.99997551  =   0.99996139
 HB1475!UTM  16      -   0.99998588  x   0.99978863  =   0.99977451
 HB1475
 HB1475|---------------------------------------------------------------------|
 HB1475| PID    Reference Object                     Distance      Geod. Az  |
 HB1475|                                                           dddmmss.s |
 HB1475| CI3128 BRUSH RM 1                           27.530 METERS 11406     |
 HB1475| CI3127 BRUSH AZ MK                                        1763356.4 |
 HB1475| CI3129 BRUSH RM 2                           35.907 METERS 18250     |
 HB1475| HB1477 ELDORADO TOWNSHIP HS VENT           APPROX. 5.0 KM 2101509.4 |
 HB1475| HB1476 ELDORADO MUNICIPAL TANK             APPROX. 5.9 KM 2171454.3 |
 HB1475| HB1478 ELDORADO                            APPROX. 5.5 KM 2294504.7 |
 HB1475|---------------------------------------------------------------------|
 HB1475
 HB1475                          SUPERSEDED SURVEY CONTROL
 HB1475
 HB1475  NAD 83(1997)-  37 51 31.51783(N)    088 24 24.56564(W) AD(       ) 2
 HB1475  NAD 83(1997)-  37 51 31.51853(N)    088 24 24.56560(W) AD(       ) 2
 HB1475  NAD 83(1986)-  37 51 31.52449(N)    088 24 24.56692(W) AD(       ) 2
 HB1475  NAD 27      -  37 51 31.35181(N)    088 24 24.40402(W) AD(       ) 2
 HB1475
 HB1475.Superseded values are not recommended for survey control.
 HB1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1475.See file dsdata.txt to determine how the superseded data were derived.
 HB1475
 HB1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7624591076(NAD 83)
 HB1475_MARKER: DS = TRIANGULATION STATION DISK
 HB1475_SETTING: 0 = UNSPECIFIED SETTING
 HB1475
 HB1475  HISTORY     - Date     Condition        Report By
 HB1475  HISTORY     - 1957     MONUMENTED       CGS
 HB1475
 HB1475                          STATION DESCRIPTION
 HB1475
 HB1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1475'THE STATION IS ABOUT 5 MILES NORTH-NORTHEAST OF ELDORADO, 7 MILES
 HB1475'SOUTH OF BROUGHTON ON PROPERTY OWNED AND OCCUPIED BY
 HB1475'MR. JOHN UNTHANK. IT IS 65 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HB1475'A FARMHOUSE, 31 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HB1475'ROAD, 39 FEET NORTH OF A BOARD FENCE AND 10 FEET EAST OF A WHITE
 HB1475'WITNESS POST SET IN A FENCE LINE. THE MONUMENT IS FLUSH AND
 HB1475'THE DISK IS STAMPED BRUSH 1957.
 HB1475'
 HB1475'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 HB1475'HIGHWAY 142 AT THE SOUTHEAST EDGE OF ELDORADO, GO NORTHEAST ON
 HB1475'HIGHWAY 45 FOR 4.3 MILES TO A CROSSROAD. TURN LEFT AND GO WEST ACROSS
 HB1475'THE RAILROAD TRACKS FOR 0.05 MILE TO A SIDE ROAD RIGHT AND
 HB1475'THE AZIMUTH MARK ON THE LEFT. TURN RIGHT AND GO NORTH ON A GRAVELED
 HB1475'ROAD FOR 0.15 MILE TO MR. UNTHANKS HOME ON THE RIGHT AND THE
 HB1475'STATION AS DESCRIBED.
 HB1475'
 HB1475'REFERENCE MARK 1 IS 1 FOOT NORTH OF A BOARD FENCE, 18 FEET NORTHWEST
 HB1475'OF THE NORTHEAST CORNER OF THE HOUSE AND 37 FEET WEST OF A
 HB1475'FENCE CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BRUSH NO
 HB1475'1 1957.
 HB1475'
 HB1475'REFERENCE MARK 2 IS 24 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HB1475'ROAD, 2 FEET EAST OF A FENCE CORNER AND 60 FEET SOUTHWEST
 HB1475'OF THE SOUTHWEST CORNER OF THE HOUSE. THE MONUMENT IS FLUSH AND THE
 HB1475'DISK IS STAMPED BRUSH NO 2 1957.
 HB1475'
 HB1475'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 HB1475'ROAD, 78 FEET WEST OF THE WEST RAIL OF THE RAILROAD, 19
 HB1475'FEET WEST OF A 20 INCH OAK TREE, 1 FOOT NORTH OF A WIRE FENCE AND 4
 HB1475'FEET EAST OF A WHITE WITNESS POST. THE MONUMENT PROJECTS 3
 HB1475'INCHES AND THE DISK IS STAMPED BRUSH 1957.
 HB1475'
 HB1475'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1025 ***********************************************************************
 KB1025  DESIGNATION -  BRUSH RM 1
 KB1025  PID         -  KB1025
 KB1025  STATE/COUNTY-  IL/SANGAMON
 KB1025  USGS QUAD   -  DIVERNON (1976)
 KB1025
 KB1025                         *CURRENT SURVEY CONTROL
 KB1025  ___________________________________________________________________
 KB1025* NAD 83(1986)-  39 33 10.     (N)    089 39 03.     (W)     SCALED    
 KB1025* NAVD 88     -       190.000  (meters)     623.36   (feet)  ADJUSTED  
 KB1025  ___________________________________________________________________
 KB1025  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB1025  DYNAMIC HT  -         189.895 (meters)     623.01  (feet)  COMP
 KB1025  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 KB1025
 KB1025  VERT ORDER  -  SECOND    CLASS 0
 KB1025
 KB1025.The horizontal coordinates were scaled from a topographic map and have
 KB1025.an estimated accuracy of +/- 6 seconds.
 KB1025
 KB1025.The orthometric height was determined by differential leveling
 KB1025.and adjusted by the National Geodetic Survey in June 1991..
 KB1025
 KB1025.The geoid height was determined by GEOID03.
 KB1025
 KB1025.The dynamic height is computed by dividing the NAVD 88
 KB1025.geopotential number by the normal gravity value computed on the
 KB1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1025.degrees latitude (g = 980.6199 gals.).
 KB1025
 KB1025.The modeled gravity was interpolated from observed gravity values.
 KB1025
 KB1025;                    North         East    Units  Estimated Accuracy
 KB1025;SPC IL W     -   320,460.      744,330.      MT  (+/- 180 meters Scaled)
 KB1025
 KB1025                          SUPERSEDED SURVEY CONTROL
 KB1025
 KB1025  NGVD 29 (??/??/92)  190.116  (m)          623.74   (f) ADJ UNCH    2 0
 KB1025
 KB1025.Superseded values are not recommended for survey control.
 KB1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1025.See file dsdata.txt to determine how the superseded data were derived.
 KB1025
 KB1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ722814(NAD 83)
 KB1025_MARKER: DR = REFERENCE MARK DISK
 KB1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1025_STAMPING: BRUSH NO 1 1960
 KB1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1025+STABILITY: SURFACE MOTION
 KB1025
 KB1025  HISTORY     - Date     Condition        Report By
 KB1025  HISTORY     - 1960     MONUMENTED       CGS
 KB1025  HISTORY     - 1977     GOOD             NGS
 KB1025
 KB1025                          STATION DESCRIPTION
 KB1025
 KB1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1025'1.2 MI SW FROM DIVERNON.
 KB1025'1.0 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION WITH
 KB1025'DIVERNON ROAD, THENCE 0.2 MILES WEST ALONG AN OILED ROAD AT
 KB1025'A FIELD ENTRANCE NORTH OF THE ROAD AND AT FENCE CORNERS NORTH AND
 KB1025'SOUTH OF THE ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1
 KB1025'FOOT SOUTH OF THE FENCE, 32 FEET EAST OF THE FENCE CORNER NORTH
 KB1025'OF THE ROAD, 19 FEET WEST OF THE CENTER LINE OF A FIELD ENTRANCE,
 KB1025'58.7 FEET NORTHEAST OF TRAVERSE STATION BRUSH, 62.5 FEET NORTHEAST
 KB1025'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KB1025'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB1025
 KB1025                          STATION RECOVERY (1977)
 KB1025
 KB1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KB1025'THE MARK RECOVERED IN GOOD CONDITION AND AS DESCRIBED. U.S. HIGHWAY
 KB1025'66 MENTIONED IN 1960 IS NOW A SERVICE ROAD TO THE WEST OF INTERSTATE
 KB1025'HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0511 ***********************************************************************
 JB0511  DESIGNATION -  BRUSH RM 1
 JB0511  PID         -  JB0511
 JB0511  STATE/COUNTY-  IL/WAYNE
 JB0511  USGS QUAD   -  WAYNE CITY (1973)
 JB0511
 JB0511                         *CURRENT SURVEY CONTROL
 JB0511  ___________________________________________________________________
 JB0511* NAD 83(1986)-  38 16 15.     (N)    088 37 21.     (W)     SCALED    
 JB0511* NAVD 88     -       131.977  (meters)     432.99   (feet)  ADJUSTED  
 JB0511  ___________________________________________________________________
 JB0511  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JB0511  DYNAMIC HT  -         131.893 (meters)     432.72  (feet)  COMP
 JB0511  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 JB0511
 JB0511  VERT ORDER  -  SECOND    CLASS 0
 JB0511
 JB0511.The horizontal coordinates were scaled from a topographic map and have
 JB0511.an estimated accuracy of +/- 6 seconds.
 JB0511
 JB0511.The orthometric height was determined by differential leveling
 JB0511.and adjusted by the National Geodetic Survey in June 1991..
 JB0511
 JB0511.The geoid height was determined by GEOID03.
 JB0511
 JB0511.The dynamic height is computed by dividing the NAVD 88
 JB0511.geopotential number by the normal gravity value computed on the
 JB0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0511.degrees latitude (g = 980.6199 gals.).
 JB0511
 JB0511.The modeled gravity was interpolated from observed gravity values.
 JB0511
 JB0511;                    North         East    Units  Estimated Accuracy
 JB0511;SPC IL E     -   178,080.      274,700.      MT  (+/- 180 meters Scaled)
 JB0511
 JB0511                          SUPERSEDED SURVEY CONTROL
 JB0511
 JB0511  NGVD 29 (??/??/92)  132.101  (m)          433.40   (f) ADJ UNCH    2 0
 JB0511
 JB0511.Superseded values are not recommended for survey control.
 JB0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0511.See file dsdata.txt to determine how the superseded data were derived.
 JB0511
 JB0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH580371(NAD 83)
 JB0511_MARKER: DR = REFERENCE MARK DISK
 JB0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0511_STAMPING: BRUSH NO 1 1961
 JB0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0511+STABILITY: SURFACE MOTION
 JB0511
 JB0511  HISTORY     - Date     Condition        Report By
 JB0511  HISTORY     - 1961     MONUMENTED       CGS
 JB0511
 JB0511                          STATION DESCRIPTION
 JB0511
 JB0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0511'8.3 MI NE FROM DAHLGREN.
 JB0511'ABOUT 5.4 MILES NORTH AND NORTHEAST ALONG AN OILED AND GRAVELED
 JB0511'ROAD FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 JB0511'DAHLGREN, THENCE 2.9 MILES EAST ALONG A GRAVEL ROAD, AT A FARM
 JB0511'HOUSE SOUTH OF THE ROAD AND AT A DRIVE NORTH TO A FARM HOUSE,
 JB0511'20 FEET NORTH OF THE CENTER OF THE ROAD, 22 FEET EAST OF THE
 JB0511'CENTER OF THE DRIVE NORTH, 39 FEET EAST OF A POWER POLE WITH A
 JB0511'TRANSFORMER, 2 FEET SOUTH OF A FENCE, 4 FEET SOUTHEAST OF A
 JB0511'FENCE CORNER, 46.7 FEET EAST OF TRAVERSE STATION BRUSH, 47.7
 JB0511'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 JB0511'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JB0511'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1027 ***********************************************************************
 KB1027  DESIGNATION -  BRUSH RM 2
 KB1027  PID         -  KB1027
 KB1027  STATE/COUNTY-  IL/SANGAMON
 KB1027  USGS QUAD   -  DIVERNON (1976)
 KB1027
 KB1027                         *CURRENT SURVEY CONTROL
 KB1027  ___________________________________________________________________
 KB1027* NAD 83(1986)-  39 33 10.     (N)    089 39 03.     (W)     SCALED    
 KB1027* NAVD 88     -       189.977  (meters)     623.28   (feet)  ADJUSTED  
 KB1027  ___________________________________________________________________
 KB1027  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB1027  DYNAMIC HT  -         189.871 (meters)     622.94  (feet)  COMP
 KB1027  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 KB1027
 KB1027  VERT ORDER  -  SECOND    CLASS 0
 KB1027
 KB1027.The horizontal coordinates were scaled from a topographic map and have
 KB1027.an estimated accuracy of +/- 6 seconds.
 KB1027
 KB1027.The orthometric height was determined by differential leveling
 KB1027.and adjusted by the National Geodetic Survey in June 1991..
 KB1027
 KB1027.The geoid height was determined by GEOID03.
 KB1027
 KB1027.The dynamic height is computed by dividing the NAVD 88
 KB1027.geopotential number by the normal gravity value computed on the
 KB1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1027.degrees latitude (g = 980.6199 gals.).
 KB1027
 KB1027.The modeled gravity was interpolated from observed gravity values.
 KB1027
 KB1027;                    North         East    Units  Estimated Accuracy
 KB1027;SPC IL W     -   320,460.      744,330.      MT  (+/- 180 meters Scaled)
 KB1027
 KB1027                          SUPERSEDED SURVEY CONTROL
 KB1027
 KB1027  NGVD 29 (??/??/92)  190.093  (m)          623.66   (f) ADJ UNCH    2 0
 KB1027
 KB1027.Superseded values are not recommended for survey control.
 KB1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1027.See file dsdata.txt to determine how the superseded data were derived.
 KB1027
 KB1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ722814(NAD 83)
 KB1027_MARKER: DR = REFERENCE MARK DISK
 KB1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1027_STAMPING: BRUSH NO 2 1960
 KB1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1027+STABILITY: SURFACE MOTION
 KB1027
 KB1027  HISTORY     - Date     Condition        Report By
 KB1027  HISTORY     - 1960     MONUMENTED       CGS
 KB1027  HISTORY     - 1977     GOOD             NGS
 KB1027
 KB1027                          STATION DESCRIPTION
 KB1027
 KB1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1027'1.2 MI SW FROM DIVERNON.
 KB1027'ABOUT 1.0 MILES SOUTH ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 KB1027'WITH DIVERNON ROAD, THENCE 0.2 MILE WEST ALONG AN OILED ROAD AT
 KB1027'A FIELD ENTRANCE NORTH OF THE ROAD AND AT FENCE CORNERS NORTH AND
 KB1027'SOUTH OF THE ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KB1027'1 FOOT SOUTH OF THE FENCE, 47 FEET WEST OF A FENCE CORNER NORTH
 KB1027'OF THE ROAD, 98 FEET WEST OF THE CENTER LINE OF A FIELD ENTRANCE,
 KB1027'67.6 FEET NORTHWEST OF TRAVERSE STATION BRUSH, 56.5 FEET NORTHWEST
 KB1027'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 KB1027'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB1027
 KB1027                          STATION RECOVERY (1977)
 KB1027
 KB1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KB1027'THE MARK FOUND IN GOOD CONDITION AND AS DESCRIBED IN 1960. U.S.
 KB1027'HIGHWAY 66 MENTIONED IN 1960 IS NOW A SERVICE ROAD AND JUST WEST OF
 KB1027'INTERSTATE HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0509 ***********************************************************************
 JB0509  DESIGNATION -  BRUSH RM 2
 JB0509  PID         -  JB0509
 JB0509  STATE/COUNTY-  IL/WAYNE
 JB0509  USGS QUAD   -  WAYNE CITY (1973)
 JB0509
 JB0509                         *CURRENT SURVEY CONTROL
 JB0509  ___________________________________________________________________
 JB0509* NAD 83(1986)-  38 16 15.     (N)    088 37 21.     (W)     SCALED    
 JB0509* NAVD 88     -       132.095  (meters)     433.38   (feet)  ADJUSTED  
 JB0509  ___________________________________________________________________
 JB0509  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JB0509  DYNAMIC HT  -         132.010 (meters)     433.10  (feet)  COMP
 JB0509  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 JB0509
 JB0509  VERT ORDER  -  SECOND    CLASS 0
 JB0509
 JB0509.The horizontal coordinates were scaled from a topographic map and have
 JB0509.an estimated accuracy of +/- 6 seconds.
 JB0509
 JB0509.The orthometric height was determined by differential leveling
 JB0509.and adjusted by the National Geodetic Survey in June 1991..
 JB0509
 JB0509.The geoid height was determined by GEOID03.
 JB0509
 JB0509.The dynamic height is computed by dividing the NAVD 88
 JB0509.geopotential number by the normal gravity value computed on the
 JB0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0509.degrees latitude (g = 980.6199 gals.).
 JB0509
 JB0509.The modeled gravity was interpolated from observed gravity values.
 JB0509
 JB0509;                    North         East    Units  Estimated Accuracy
 JB0509;SPC IL E     -   178,080.      274,700.      MT  (+/- 180 meters Scaled)
 JB0509
 JB0509                          SUPERSEDED SURVEY CONTROL
 JB0509
 JB0509  NGVD 29 (??/??/92)  132.219  (m)          433.79   (f) ADJ UNCH    2 0
 JB0509
 JB0509.Superseded values are not recommended for survey control.
 JB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0509.See file dsdata.txt to determine how the superseded data were derived.
 JB0509
 JB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH580371(NAD 83)
 JB0509_MARKER: DR = REFERENCE MARK DISK
 JB0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0509_STAMPING: BRUSH NO 2 1961
 JB0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0509+STABILITY: SURFACE MOTION
 JB0509
 JB0509  HISTORY     - Date     Condition        Report By
 JB0509  HISTORY     - 1961     MONUMENTED       CGS
 JB0509
 JB0509                          STATION DESCRIPTION
 JB0509
 JB0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0509'8.3 MI NE FROM DAHLGREN.
 JB0509'ABOUT 5.4 MILES NORTH AND NORTHEAST ALONG AN OILED AND GRAVELED
 JB0509'ROAD FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 JB0509'DAHLGREN, THENCE 2.9 MILES EAST ALONG A GRAVEL ROAD, AT A FARM
 JB0509'HOUSE SOUTH OF THE ROAD AND AT A DRIVE NORTH TO A FARM HOUSE,
 JB0509'20 FEET NORTH OF THE CENTER OF THE ROAD, 59 FEET WEST OF THE
 JB0509'CENTER OF THE DRIVE NORTH, 50 FEET WEST OF A POWER POLE WITH A
 JB0509'TRANSFORMER, 2 FEET SOUTH OF A FENCE, 54 FEET WEST OF A FENCE
 JB0509'CORNER, 42.6 FEET WEST OF TRAVERSE STATION BRUSH, 41.7 FEET
 JB0509'WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JB0509'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0380 ***********************************************************************
 KB0380  DESIGNATION -  BRUSHY
 KB0380  PID         -  KB0380
 KB0380  STATE/COUNTY-  IL/CUMBERLAND
 KB0380  USGS QUAD   -  TOLEDO (1984)
 KB0380
 KB0380                         *CURRENT SURVEY CONTROL
 KB0380  ___________________________________________________________________
 KB0380* NAD 83(1997)-  39 15 31.34478(N)    088 07 42.79314(W)     ADJUSTED  
 KB0380* NAVD 88     -       180.187  (meters)     591.16   (feet)  ADJUSTED  
 KB0380  ___________________________________________________________________
 KB0380  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 KB0380  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0380  DYNAMIC HT  -         180.081 (meters)     590.82  (feet)  COMP
 KB0380  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 KB0380
 KB0380  HORZ ORDER  -  SECOND
 KB0380  VERT ORDER  -  SECOND    CLASS 0
 KB0380
 KB0380.The horizontal coordinates were established by classical geodetic methods
 KB0380.and adjusted by the National Geodetic Survey in October 1999..
 KB0380
 KB0380.The orthometric height was determined by differential leveling
 KB0380.and adjusted by the National Geodetic Survey in June 1991..
 KB0380
 KB0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0380
 KB0380.The geoid height was determined by GEOID03.
 KB0380
 KB0380.The dynamic height is computed by dividing the NAVD 88
 KB0380.geopotential number by the normal gravity value computed on the
 KB0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0380.degrees latitude (g = 980.6199 gals.).
 KB0380
 KB0380.The modeled gravity was interpolated from observed gravity values.
 KB0380
 KB0380;                    North         East     Units Scale Factor Converg.
 KB0380;SPC IL E     -   287,718.420   317,674.113   MT  0.99997884   +0 07 46.5
 KB0380;SPC IL E     -   943,956.18  1,042,235.82   sFT  0.99997884   +0 07 46.5
 KB0380;UTM  16      - 4,346,093.077   402,632.159   MT  0.99971673   -0 42 51.2
 KB0380
 KB0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0380!SPC IL E     -   0.99997676  x   0.99997884  =   0.99995560
 KB0380!UTM  16      -   0.99997676  x   0.99971673  =   0.99969349
 KB0380
 KB0380:                Primary Azimuth Mark                     Grid Az
 KB0380:SPC IL E     -  BRUSHY AZ MK                             115 09 19.1
 KB0380:UTM  16      -  BRUSHY AZ MK                             115 59 56.8
 KB0380
 KB0380|---------------------------------------------------------------------|
 KB0380| PID    Reference Object                     Distance      Geod. Az  |
 KB0380|                                                           dddmmss.s |
 KB0380| KB0377 BRUSHY AZ MK                                       1151705.6 |
 KB0380| KB0381 BRUSHY RM 3                           4.557 METERS 19207     |
 KB0380| KB0383 BRUSHY RM 1                          18.850 METERS 22415     |
 KB0380| KB0379 BRUSHY RM 2                          26.028 METERS 32737     |
 KB0380| KB0382 BRUSHY RM 4                           4.354 METERS 34339     |
 KB0380|---------------------------------------------------------------------|
 KB0380
 KB0380                          SUPERSEDED SURVEY CONTROL
 KB0380
 KB0380  NAD 83(1997)-  39 15 31.34856(N)    088 07 42.78802(W) AD(       ) 2
 KB0380  NAD 83(1986)-  39 15 31.35429(N)    088 07 42.78741(W) AD(       ) 2
 KB0380  NAD 27      -  39 15 31.21630(N)    088 07 42.65230(W) AD(       ) 2
 KB0380  NGVD 29 (??/??/92)  180.247  (m)          591.36   (f) ADJ UNCH    2 0
 KB0380
 KB0380.Superseded values are not recommended for survey control.
 KB0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0380.See file dsdata.txt to determine how the superseded data were derived.
 KB0380
 KB0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0263246093(NAD 83)
 KB0380_MARKER: DS = TRIANGULATION STATION DISK
 KB0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0380_STAMPING: BRUSHY 1959
 KB0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0380+STABILITY: SURFACE MOTION
 KB0380
 KB0380  HISTORY     - Date     Condition        Report By
 KB0380  HISTORY     - 1959     MONUMENTED       CGS
 KB0380  HISTORY     - 1959     GOOD             CGS
 KB0380  HISTORY     - 1966     GOOD             MHAS
 KB0380  HISTORY     - 1974     GOOD             NGS
 KB0380  HISTORY     - 1974     GOOD             NGS
 KB0380
 KB0380                          STATION DESCRIPTION
 KB0380
 KB0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0380'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF GREENUP AND ABOUT 0.1
 KB0380'MILE NORTH OF U.S. HIGHWAY 40.
 KB0380'
 KB0380'TO REACH FROM THE JUNCTION OF STATE ROUTE 130 AND U.S. HIGHWAY 40 AT
 KB0380'GREENUP, GO EAST-NORTHEAST ON U.S. HIGHWAY 40 FOR 1.55 MILES
 KB0380'TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1 MILE TO
 KB0380'STATION ON RIGHT SIDE OF ROAD AS DESCRIBED.
 KB0380'
 KB0380'STATION MARK, A STANDARD STATION MARK DISK STAMPED BRUSHY 1959, IS
 KB0380'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 KB0380'WITH THE GROUND. THE MK. IS 38 FEET SOUTH OF A TRIANGLE BLAZED
 KB0380'TELEPHONE POLE, 22.5 FEET WEST OF CENTER OF ROAD AND 1.5 FEET
 KB0380'NORTH OF WITNESS POST.
 KB0380'
 KB0380'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED
 KB0380'BRUSHY NO 1 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KB0380'POST WHICH PROJECTS ABOUT 3 INCHES. THE MARK IS 60.7 FEET SOUTHWEST
 KB0380'OF WITNESS POST AND 22 FEET WEST OF CENTER OF GRAVEL ROAD.
 KB0380'
 KB0380'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED
 KB0380'BRUSHY NO 2 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KB0380'POST WHICH PROJECTS ABOUT 4 INCHES. THE MARK IS 86.4 FEET N. W. OF
 KB0380'WITNESS POST, 54.5 FEET NORTHWEST OF TRIANGLE BLAZED TELEPHONE
 KB0380'POLE AND 22 FEET EAST OF CENTER OF ROAD.
 KB0380'
 KB0380'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED BRUSHY 1959, IS
 KB0380'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 KB0380'2 INCHES. THE MARK IS 48 FEET WEST OF CENTER OF ROAD, 37.5 FEET
 KB0380'NORTH-NORTHWEST OF POWER POLE NO. 11, 30.3 FEET SOUTH OF SOUTH
 KB0380'RAIL OF RAILROAD TRACKS, 2.3 FEET NORTH OF WITNESS POST AND 2 FEET
 KB0380'NORTH OF FENCE.
 KB0380'
 KB0380'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH 0.1 MILE TO U.S. HIGHWAY
 KB0380'40, TURN LEFT AND GO EAST ON U.S. HIGHWAY 40 FOR 0.55 MILE TO
 KB0380'ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY FOR 0.35 MILES TO AZIMUTH
 KB0380'MARK ON RIGHT JUST AFTER CROSSING RAILROAD TRACKS.
 KB0380
 KB0380                          STATION RECOVERY (1959)
 KB0380
 KB0380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0380'1.6 MI NE FROM GREENUP.
 KB0380'ABOUT 1.6 MILES NORTHEAST ALONG U.S. 40 FROM ITS JUNCTION WITH
 KB0380'STATE HIGHWAY 130 IN GREENUP, THENCE 0.05 MILE NORTH ALONG A
 KB0380'GRAVEL ROAD, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 38 FEET
 KB0380'SOUTH OF THE SECOND TELEPHONE POLE NORTH OF THE HIGHWAY, 344 FEET
 KB0380'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTH OF A
 KB0380'METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD
 KB0380'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0380
 KB0380                          STATION RECOVERY (1966)
 KB0380
 KB0380'RECOVERY NOTE BY MARK HURD AERIAL SURVEYS 1966
 KB0380'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 KB0380'CONDITION.
 KB0380
 KB0380                          STATION RECOVERY (1974)
 KB0380
 KB0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KB0380'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 KB0380'REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND ASSUMED TO HAVE BEEN
 KB0380'DESTROUED BY GRADING AND DITCHING.  REFERENCE MARKS 3 AND 4 WERE
 KB0380'SET.  A NEW DESCRIPTION FOLLOWS.
 KB0380'
 KB0380'THE STATION IS 338 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 40,
 KB0380'23 FEET EAST OF THE CENTERLINE OF GRAVELED ROAD AND 1 FOOT NORTH
 KB0380'OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 KB0380'STAMPED BRUSHY 1959.
 KB0380'
 KB0380'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KB0380'HIGHWAY 130 AT THE SOUTH EDGE OF GREENUP, GO NORTHEAST ON HIGHWAY
 KB0380'40 FOR 1.55 MILES TO A GRAVELED ROAD LEFT.  TURN LEFT AND GO NORTH
 KB0380'ON THE GRAVELED ROAD FOR 338 FEET TO THE STATION ON THE RIGHT.
 KB0380'
 KB0380'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELD
 KB0380'ROAD TO HIGHWAY 40.  TURN LEFT AND GO EASTERLY ON HIGHWAY 40 FOR
 KB0380'0.55 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.35 MILE
 KB0380'TO A RAILROAD CROSSING AND THE AZIMUTH MARK AS DESCRIBED.
 KB0380'
 KB0380'REFERENCE MARK 3 IS 1 FOOT NORTH OF A METAL WITNESS POST, 20 FEET
 KB0380'EAST OF THE CENTERLINE OF THE ROAD AND 324 FEET NORTH OF THE
 KB0380'CENTERLINE OF HIGHWAY 40.  THE MONUMENT PROJECTS 6 INCHES AND THE
 KB0380'DISK IS STAMPED BRUSHY 1959 NO 3 1974.
 KB0380'
 KB0380'REFERENCE MARK 4 IS 19 FEET EAST OF THE CENTERLINE OF THE ROAD, 1
 KB0380'FOOT SOUTH OF A METAL WITNESS POST AND 352 FEET NORTH OF THE
 KB0380'CENTERLINE OF HIGHWAY 40.  THE MONUMENT PROJECTS 4 INCHES AND THE
 KB0380'DISK IS STAMPED BRUSHY 1959 NO 4 1974.
 KB0380'
 KB0380'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTERLINE OF THE ROAD, 37
 KB0380'FEET NORTHWEST OF A POWER POLE, 30 FEET SOUTH OF THE SOUTH RAIL OF
 KB0380'RAILROAD TRACKS, 2 FEET NORTH OF A METAL WITNESS POST AND 2 FEET
 KB0380'NORTH OF A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 KB0380'STAMPED BRUSHY 1959.
 KB0380'
 KB0380'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 KB0380'OF GREENUP.
 KB0380'
 KB0380'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB0380
 KB0380                          STATION RECOVERY (1974)
 KB0380
 KB0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KB0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0377 ***********************************************************************
 KB0377  DESIGNATION -  BRUSHY AZ MK
 KB0377  PID         -  KB0377
 KB0377  STATE/COUNTY-  IL/CUMBERLAND
 KB0377  USGS QUAD   -  UNION CENTER (1984)
 KB0377
 KB0377                         *CURRENT SURVEY CONTROL
 KB0377  ___________________________________________________________________
 KB0377* NAD 83(1986)-  39 15 19.     (N)    088 07 06.     (W)     SCALED    
 KB0377* NAVD 88     -       181.341  (meters)     594.95   (feet)  ADJUSTED  
 KB0377  ___________________________________________________________________
 KB0377  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0377  DYNAMIC HT  -         181.235 (meters)     594.60  (feet)  COMP
 KB0377  MODELED GRAV-     980,037.6   (mgal)                       NAVD 88
 KB0377
 KB0377  VERT ORDER  -  SECOND    CLASS 0
 KB0377
 KB0377.The horizontal coordinates were scaled from a topographic map and have
 KB0377.an estimated accuracy of +/- 6 seconds.
 KB0377
 KB0377.The orthometric height was determined by differential leveling
 KB0377.and adjusted by the National Geodetic Survey in June 1991..
 KB0377
 KB0377.The geoid height was determined by GEOID03.
 KB0377
 KB0377.The dynamic height is computed by dividing the NAVD 88
 KB0377.geopotential number by the normal gravity value computed on the
 KB0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0377.degrees latitude (g = 980.6199 gals.).
 KB0377
 KB0377.The modeled gravity was interpolated from observed gravity values.
 KB0377
 KB0377;                    North         East    Units  Estimated Accuracy
 KB0377;SPC IL E     -   287,340.      318,560.      MT  (+/- 180 meters Scaled)
 KB0377
 KB0377                          SUPERSEDED SURVEY CONTROL
 KB0377
 KB0377  NGVD 29 (??/??/92)  181.402  (m)          595.15   (f) ADJ UNCH    2 0
 KB0377
 KB0377.Superseded values are not recommended for survey control.
 KB0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0377.See file dsdata.txt to determine how the superseded data were derived.
 KB0377
 KB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ035457(NAD 83)
 KB0377_MARKER: DZ = AZIMUTH MARK DISK
 KB0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0377_STAMPING: BRUSHY 1959
 KB0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0377+STABILITY: SURFACE MOTION
 KB0377
 KB0377  HISTORY     - Date     Condition        Report By
 KB0377  HISTORY     - 1959     MONUMENTED       CGS
 KB0377  HISTORY     - 20050214 MARK NOT FOUND   ILDT
 KB0377
 KB0377                          STATION DESCRIPTION
 KB0377
 KB0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0377'2.6 MI NE FROM GREENUP.
 KB0377'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0377'WITH STATE HIGHWAY 130 IN GREENUP, THENCE 0.4 MILE SOUTH ALONG A
 KB0377'GRAVEL ROAD, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD, 30 1/2
 KB0377'FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK, 50 FEET
 KB0377'WEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE,
 KB0377'77 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 38 FEET NORTH
 KB0377'OF A POWER POLE, 2.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 KB0377'1 1/2 FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF A
 KB0377'CONCRETE POST PROJECTING 3 INCHES.
 KB0377
 KB0377                          STATION RECOVERY (2005)
 KB0377
 KB0377'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0383 ***********************************************************************
 KB0383  DESIGNATION -  BRUSHY RM 1
 KB0383  PID         -  KB0383
 KB0383  STATE/COUNTY-  IL/CUMBERLAND
 KB0383  USGS QUAD   -  TOLEDO (1984)
 KB0383
 KB0383                         *CURRENT SURVEY CONTROL
 KB0383  ___________________________________________________________________
 KB0383* NAD 83(1986)-  39 15 31.     (N)    088 07 42.     (W)     SCALED    
 KB0383* NAVD 88     -       180.216  (meters)     591.26   (feet)  ADJUSTED  
 KB0383  ___________________________________________________________________
 KB0383  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0383  DYNAMIC HT  -         180.110 (meters)     590.91  (feet)  COMP
 KB0383  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 KB0383
 KB0383  VERT ORDER  -  SECOND    CLASS 0
 KB0383
 KB0383.The horizontal coordinates were scaled from a topographic map and have
 KB0383.an estimated accuracy of +/- 6 seconds.
 KB0383
 KB0383.The orthometric height was determined by differential leveling
 KB0383.and adjusted by the National Geodetic Survey in June 1991..
 KB0383
 KB0383.The geoid height was determined by GEOID03.
 KB0383
 KB0383.The dynamic height is computed by dividing the NAVD 88
 KB0383.geopotential number by the normal gravity value computed on the
 KB0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0383.degrees latitude (g = 980.6199 gals.).
 KB0383
 KB0383.The modeled gravity was interpolated from observed gravity values.
 KB0383
 KB0383;                    North         East    Units  Estimated Accuracy
 KB0383;SPC IL E     -   287,710.      317,690.      MT  (+/- 180 meters Scaled)
 KB0383
 KB0383                          SUPERSEDED SURVEY CONTROL
 KB0383
 KB0383  NGVD 29 (??/??/92)  180.276  (m)          591.46   (f) ADJ UNCH    2 0
 KB0383
 KB0383.Superseded values are not recommended for survey control.
 KB0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0383.See file dsdata.txt to determine how the superseded data were derived.
 KB0383
 KB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ026460(NAD 83)
 KB0383_MARKER: DR = REFERENCE MARK DISK
 KB0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0383_STAMPING: BRUSHY NO 1 1959
 KB0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0383+STABILITY: SURFACE MOTION
 KB0383
 KB0383  HISTORY     - Date     Condition        Report By
 KB0383  HISTORY     - 1959     MONUMENTED       CGS
 KB0383  HISTORY     - 1974     MARK NOT FOUND   NGS
 KB0383  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0383  HISTORY     - 20050214 MARK NOT FOUND   ILDT
 KB0383
 KB0383                          STATION DESCRIPTION
 KB0383
 KB0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0383'1.6 MI NE FROM GREENUP.
 KB0383'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0383'WITH STATE HIGHWAY 130 IN GREENUP, THENCE 0.05 MILE NORTH ALONG A
 KB0383'GRAVEL ROAD, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 300 FEET
 KB0383'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 91 FEET SOUTHWEST
 KB0383'OF THE SECOND TELEPHONE POLE NORTH OF THE HIGHWAY, 61.9 FEET
 KB0383'SOUTHWEST OF TRIANGULATION STATION BRUSHY, 60.8 FEET SOUTHWEST
 KB0383'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 KB0383'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0383
 KB0383                          STATION RECOVERY (1974)
 KB0383
 KB0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KB0383'MARK NOT FOUND.
 KB0383
 KB0383                          STATION RECOVERY (1982)
 KB0383
 KB0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0383'MARK NOT FOUND.
 KB0383
 KB0383                          STATION RECOVERY (2005)
 KB0383
 KB0383'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0379 ***********************************************************************
 KB0379  DESIGNATION -  BRUSHY RM 2
 KB0379  PID         -  KB0379
 KB0379  STATE/COUNTY-  IL/CUMBERLAND
 KB0379  USGS QUAD   -  TOLEDO (1984)
 KB0379
 KB0379                         *CURRENT SURVEY CONTROL
 KB0379  ___________________________________________________________________
 KB0379* NAD 83(1986)-  39 15 31.     (N)    088 07 42.     (W)     SCALED    
 KB0379* NAVD 88     -       180.302  (meters)     591.54   (feet)  ADJUSTED  
 KB0379  ___________________________________________________________________
 KB0379  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0379  DYNAMIC HT  -         180.196 (meters)     591.19  (feet)  COMP
 KB0379  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 KB0379
 KB0379  VERT ORDER  -  SECOND    CLASS 0
 KB0379
 KB0379.The horizontal coordinates were scaled from a topographic map and have
 KB0379.an estimated accuracy of +/- 6 seconds.
 KB0379
 KB0379.The orthometric height was determined by differential leveling
 KB0379.and adjusted by the National Geodetic Survey in June 1991..
 KB0379
 KB0379.The geoid height was determined by GEOID03.
 KB0379
 KB0379.The dynamic height is computed by dividing the NAVD 88
 KB0379.geopotential number by the normal gravity value computed on the
 KB0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0379.degrees latitude (g = 980.6199 gals.).
 KB0379
 KB0379.The modeled gravity was interpolated from observed gravity values.
 KB0379
 KB0379;                    North         East    Units  Estimated Accuracy
 KB0379;SPC IL E     -   287,710.      317,690.      MT  (+/- 180 meters Scaled)
 KB0379
 KB0379                          SUPERSEDED SURVEY CONTROL
 KB0379
 KB0379  NGVD 29 (??/??/92)  180.362  (m)          591.74   (f) ADJ UNCH    2 0
 KB0379
 KB0379.Superseded values are not recommended for survey control.
 KB0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0379.See file dsdata.txt to determine how the superseded data were derived.
 KB0379
 KB0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ026460(NAD 83)
 KB0379_MARKER: DR = REFERENCE MARK DISK
 KB0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0379_STAMPING: BRUSHY NO 2 1959
 KB0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0379+STABILITY: SURFACE MOTION
 KB0379
 KB0379  HISTORY     - Date     Condition        Report By
 KB0379  HISTORY     - 1959     MONUMENTED       CGS
 KB0379  HISTORY     - 1974     MARK NOT FOUND   NGS
 KB0379  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0379  HISTORY     - 20050214 MARK NOT FOUND   ILDT
 KB0379
 KB0379                          STATION DESCRIPTION
 KB0379
 KB0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0379'1.6 MI NE FROM GREENUP.
 KB0379'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0379'WITH STATE HIGHWAY 130 IN GREENUP, THENCE 0.05 MILE NORTH ALONG A
 KB0379'GRAVEL ROAD, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 416 FEET
 KB0379'NORTH OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHWEST OF
 KB0379'THE SECOND TELEPHONE POLE NORTH OF THE HIGHWAY, 85.5 FEET
 KB0379'NORTHWEST OF TRIANGULATION STATION BRUSHY, 86.7 FEET NORTHWEST
 KB0379'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 KB0379'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0379
 KB0379                          STATION RECOVERY (1974)
 KB0379
 KB0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KB0379'MARK NOT FOUND.
 KB0379
 KB0379                          STATION RECOVERY (1982)
 KB0379
 KB0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0379'MARK NOT FOUND.
 KB0379
 KB0379                          STATION RECOVERY (2005)
 KB0379
 KB0379'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0381 ***********************************************************************
 KB0381  DESIGNATION -  BRUSHY RM 3
 KB0381  PID         -  KB0381
 KB0381  STATE/COUNTY-  IL/CUMBERLAND
 KB0381  USGS QUAD   -  TOLEDO (1984)
 KB0381
 KB0381                         *CURRENT SURVEY CONTROL
 KB0381  ___________________________________________________________________
 KB0381* NAD 83(1986)-  39 15 31.     (N)    088 07 42.     (W)     SCALED    
 KB0381* NAVD 88     -       180.29   (meters)     591.5    (feet)  RESET     
 KB0381  ___________________________________________________________________
 KB0381  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0381
 KB0381  VERT ORDER  -  THIRD
 KB0381
 KB0381.The horizontal coordinates were scaled from a topographic map and have
 KB0381.an estimated accuracy of +/- 6 seconds.
 KB0381
 KB0381.The orthometric height was computed from unverified reset data.
 KB0381.No vertical observational check was made to the station.
 KB0381
 KB0381.The geoid height was determined by GEOID03.
 KB0381
 KB0381;                    North         East    Units  Estimated Accuracy
 KB0381;SPC IL E     -   287,710.      317,690.      MT  (+/- 180 meters Scaled)
 KB0381
 KB0381                          SUPERSEDED SURVEY CONTROL
 KB0381
 KB0381  NGVD 29 (03/28/06)  180.35   (m)          591.7    (f) RESET       3  
 KB0381
 KB0381.Superseded values are not recommended for survey control.
 KB0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0381.See file dsdata.txt to determine how the superseded data were derived.
 KB0381
 KB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ026460(NAD 83)
 KB0381_MARKER: DR = REFERENCE MARK DISK
 KB0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0381_STAMPING: BRUSHY 1959 NO 3 1974
 KB0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0381+STABILITY: SURFACE MOTION
 KB0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0381+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2005
 KB0381
 KB0381  HISTORY     - Date     Condition        Report By
 KB0381  HISTORY     - 1974     MONUMENTED       NGS
 KB0381  HISTORY     - 20050214 GOOD             ILDT
 KB0381
 KB0381                          STATION DESCRIPTION
 KB0381
 KB0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KB0381'1.5 MI NE FROM GREENUP.
 KB0381'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0381'WITH STATE HIGHWAY 130 AT THE SOUTH EDGE OF GREENUP, THENCE NORTH
 KB0381'324 FEET ON GRAVELED ROAD, 1 FOOT NORTH OF A METAL WITNESS POST,
 KB0381'20 FEET EAST OF THE CENTERLINE OF GRAVELED ROAD, SET IN THE TOP
 KB0381'OF A ROUND CONCRETE POST PROJECTING 6 INCHES.
 KB0381
 KB0381                          STATION RECOVERY (2005)
 KB0381
 KB0381'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0382 ***********************************************************************
 KB0382  DESIGNATION -  BRUSHY RM 4
 KB0382  PID         -  KB0382
 KB0382  STATE/COUNTY-  IL/CUMBERLAND
 KB0382  USGS QUAD   -  TOLEDO (1984)
 KB0382
 KB0382                         *CURRENT SURVEY CONTROL
 KB0382  ___________________________________________________________________
 KB0382* NAD 83(1986)-  39 15 31.     (N)    088 07 42.     (W)     SCALED    
 KB0382* NAVD 88     -       180.17   (meters)     591.1    (feet)  RESET     
 KB0382  ___________________________________________________________________
 KB0382  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0382
 KB0382  VERT ORDER  -  THIRD
 KB0382
 KB0382.The horizontal coordinates were scaled from a topographic map and have
 KB0382.an estimated accuracy of +/- 6 seconds.
 KB0382
 KB0382.The orthometric height was computed from unverified reset data.
 KB0382.No vertical observational check was made to the station.
 KB0382
 KB0382.The geoid height was determined by GEOID03.
 KB0382
 KB0382;                    North         East    Units  Estimated Accuracy
 KB0382;SPC IL E     -   287,710.      317,690.      MT  (+/- 180 meters Scaled)
 KB0382
 KB0382                          SUPERSEDED SURVEY CONTROL
 KB0382
 KB0382  NGVD 29 (03/28/06)  180.23   (m)          591.3    (f) RESET       3  
 KB0382
 KB0382.Superseded values are not recommended for survey control.
 KB0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0382.See file dsdata.txt to determine how the superseded data were derived.
 KB0382
 KB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ026460(NAD 83)
 KB0382_MARKER: DR = REFERENCE MARK DISK
 KB0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0382_STAMPING: BRUSHY 1959 NO 4 1974
 KB0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0382+STABILITY: SURFACE MOTION
 KB0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0382+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2005
 KB0382
 KB0382  HISTORY     - Date     Condition        Report By
 KB0382  HISTORY     - 1974     MONUMENTED       NGS
 KB0382  HISTORY     - 20050214 GOOD             ILDT
 KB0382
 KB0382                          STATION DESCRIPTION
 KB0382
 KB0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KB0382'1.5 MI NE FROM GREENUP.
 KB0382'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0382'WITH STATE HIGHWAY 130 AT THE SOUTH EDGE OF GREENUP, THENCE
 KB0382'NORTH 352 FEET TO THE MARK ON THE RIGHT, 19 FEET EAST OF THE
 KB0382'CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST,
 KB0382'352 FEET NORTH OF THE CENTERLINE OF HIGHWAY 40 AND SET IN THE
 KB0382'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 KB0382
 KB0382                          STATION RECOVERY (2005)
 KB0382
 KB0382'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1467 ***********************************************************************
 KB1467  DESIGNATION -  BUCHANAN
 KB1467  PID         -  KB1467
 KB1467  STATE/COUNTY-  IL/MACOUPIN
 KB1467  USGS QUAD   -  PALMYRA (1979)
 KB1467
 KB1467                         *CURRENT SURVEY CONTROL
 KB1467  ___________________________________________________________________
 KB1467* NAD 83(1997)-  39 27 00.59539(N)    089 54 24.21488(W)     ADJUSTED  
 KB1467* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 KB1467  ___________________________________________________________________
 KB1467  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 KB1467  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KB1467
 KB1467  HORZ ORDER  -  FIRST
 KB1467
 KB1467.The horizontal coordinates were established by classical geodetic methods
 KB1467.and adjusted by the National Geodetic Survey in October 1999..
 KB1467
 KB1467.The orthometric height was scaled from a topographic map.
 KB1467
 KB1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1467
 KB1467.The geoid height was determined by GEOID03.
 KB1467
 KB1467;                    North         East     Units Scale Factor Converg.
 KB1467;SPC IL W     -   308,975.853   722,373.012   MT  0.99994734   +0 09 54.6
 KB1467;SPC IL W     - 1,013,698.28  2,369,985.46   sFT  0.99994734   +0 09 54.6
 KB1467;UTM  16      - 4,370,767.075   249,883.281   MT  1.00037030   -1 50 52.5
 KB1467
 KB1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1467!SPC IL W     -   0.99997348  x   0.99994734  =   0.99992083
 KB1467!UTM  16      -   0.99997348  x   1.00037030  =   1.00034377
 KB1467
 KB1467:                Primary Azimuth Mark                     Grid Az
 KB1467:SPC IL W     -  THAYER C W AND F COAL CO STACK           053 45 58.6
 KB1467:UTM  16      -  THAYER C W AND F COAL CO STACK           055 46 45.7
 KB1467
 KB1467|---------------------------------------------------------------------|
 KB1467| PID    Reference Object                     Distance      Geod. Az  |
 KB1467|                                                           dddmmss.s |
 KB1467| KB1515 THAYER C W AND F COAL CO STACK      APPROX.15.8 KM 0535553.2 |
 KB1467| CI6778 BUCHANAN AZ MK                                     1075716.7 |
 KB1467| CI6779 BUCHANAN RM 1                        46.092 METERS 15326     |
 KB1467| KB1465 CARLINVILLE MACOUPIN CO CTHSE       APPROX.19.1 KM 1725347.9 |
 KB1467| KB1463 CARLINVILLE MUNICIPAL TANK          APPROX.19.7 KM 1740905.7 |
 KB1467| CI6780 BUCHANAN RM 2                        28.776 METERS 26452     |
 KB1467|---------------------------------------------------------------------|
 KB1467
 KB1467                          SUPERSEDED SURVEY CONTROL
 KB1467
 KB1467  NAD 83(1986)-  39 27 00.60236(N)    089 54 24.20311(W) AD(       ) 1
 KB1467  NAD 27      -  39 27 00.42900(N)    089 54 23.83400(W) AD(       ) 1
 KB1467
 KB1467.Superseded values are not recommended for survey control.
 KB1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1467.See file dsdata.txt to determine how the superseded data were derived.
 KB1467
 KB1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ4988370767(NAD 83)
 KB1467_MARKER: DS = TRIANGULATION STATION DISK
 KB1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1467
 KB1467  HISTORY     - Date     Condition        Report By
 KB1467  HISTORY     - 1934     MONUMENTED       CGS
 KB1467
 KB1467                          STATION DESCRIPTION
 KB1467
 KB1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KB1467'ABOUT 10 MILES SOUTH AND 2.5 MILES EAST BY ROAD FROM WAVERLY, AT THE
 KB1467'NORTH SIDE OF THE BUCHANAN SCHOOLHOUSE LOT, 107 FEET NORTHEAST OF
 KB1467'THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 14 FEET SOUTH OF THE FENCE
 KB1467'LINE, 67 FEET WEST OF FENCE LINE, 95 FEET EAST OF FENCE LINE,
 KB1467'AND FLUSH WITH THE SURFACE OF THE GROUND.
 KB1467'
 KB1467'TO REACH FROM WAVERLY, GO EAST ON STATE HIGHWAY 104 FOR 1.5 MILES TO
 KB1467'A CROSS ROAD, TURN SOUTH ON CROSS ROAD FOR 10.1 MILES TO A T-ROAD
 KB1467'EAST, TURN EAST AND GO 1.0 MILE TO THE BUCHANAN SCHOOLHOUSE AND
 KB1467'STATION ON THE NORTH SIDE OF ROAD.
 KB1467'
 KB1467'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KB1467'DISKS SET IN CONCRETE.
 KB1467'
 KB1467'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, ON THE EAST SIDE OF
 KB1467'THE SCHOOLHOUSE LOT, 0.5 FOOT WEST OF THE FENCE LINE, 115 FEET
 KB1467'NORTH OF THE CENTER LINE OF A T-ROAD INTERSECTION, AND PROJECTS 12
 KB1467'INCHES. REFERENCE MARK NO. 2 IS WEST OF THE STATION, 74 FEET
 KB1467'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 20 FEET SOUTH
 KB1467'OF THE NORTHWEST CORNER OF THE YARD, 0.5 FOOT EAST OF THE
 KB1467'FENCE LINE, AND PROJECTS 8 INCHES. DISTANCE BETWEEN REFERENCE MARKS
 KB1467'IS 205.49 FEET.
 KB1467'
 KB1467'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 20 FEET NORTH OF THE
 KB1467'CENTER LINE OF THE ROAD, 15 FEET WEST OF THE CENTER OF A GATE
 KB1467'IN THE FENCE, 1 FOOT SOUTH OF FENCE, AND PROJECTS 8 INCHES.
 KB1467'
 KB1467'113-FOOT TOWER AT HETTICK IS VISIBLE AT 50 FEET.
 KB1467'
 KB1467'113-FOOT TOWER AT MODESTO IS VISIBLE AT 30 FEET.
 KB1467'
 KB1467'113-FOOT TOWER AT BETTIS IS VISIBLE AT 40 FEET.
 KB1467'
 KB1467'113-FOOT TOWER AT KASTEN IS VISIBLE AT 30 FEET.
 KB1467'
 KB1467'113-FOOT TOWER AT ENOS IS VISIBLE AT 58 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1774 ***********************************************************************
 JB1774  DESIGNATION -  BUCK
 JB1774  PID         -  JB1774
 JB1774  STATE/COUNTY-  IL/CLAY
 JB1774  USGS QUAD   -  XENIA NE (1979)
 JB1774
 JB1774                         *CURRENT SURVEY CONTROL
 JB1774  ___________________________________________________________________
 JB1774* NAD 83(1997)-  38 44 07.39040(N)    088 30 27.69228(W)     ADJUSTED  
 JB1774* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 JB1774  ___________________________________________________________________
 JB1774  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JB1774  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JB1774
 JB1774  HORZ ORDER  -  THIRD
 JB1774
 JB1774.The horizontal coordinates were established by classical geodetic methods
 JB1774.and adjusted by the National Geodetic Survey in October 1999..
 JB1774
 JB1774.The orthometric height was scaled from a topographic map.
 JB1774
 JB1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1774
 JB1774.The geoid height was determined by GEOID03.
 JB1774
 JB1774;                    North         East     Units Scale Factor Converg.
 JB1774;SPC IL E     -   229,617.652   284,840.187   MT  0.99997783   -0 06 32.8
 JB1774;SPC IL E     -   753,337.25    934,513.18   sFT  0.99997783   -0 06 32.8
 JB1774;UTM  16      - 4,288,491.745   368,958.085   MT  0.99981146   -0 56 36.7
 JB1774
 JB1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1774!SPC IL E     -   0.99998217  x   0.99997783  =   0.99996000
 JB1774!UTM  16      -   0.99998217  x   0.99981146  =   0.99979363
 JB1774
 JB1774:                Primary Azimuth Mark                     Grid Az
 JB1774:SPC IL E     -  LOUISVILLE RADIO KSJ 259 MAST            007 50 11.5
 JB1774:UTM  16      -  LOUISVILLE RADIO KSJ 259 MAST            008 40 15.4
 JB1774
 JB1774|---------------------------------------------------------------------|
 JB1774| PID    Reference Object                     Distance      Geod. Az  |
 JB1774|                                                           dddmmss.s |
 JB1774| JB1769 LOUISVILLE RADIO KSJ 259 MAST       APPROX. 4.0 KM 0074338.7 |
 JB1774| JB1661 LOUISVILLE MUNICIPAL TANK           APPROX. 4.2 KM 0110730.1 |
 JB1774| CI3135 BUCK RM 1                            27.252 METERS 08225     |
 JB1774| JB1655 FLORA SE MUNICIPAL TANK             APPROX. 7.5 KM 1651612.0 |
 JB1774| JB1656 FLORA INTERNATIONAL SHOE TANK       APPROX. 8.4 KM 1662814.8 |
 JB1774| JB1652 FLORA NW MUNICIPAL TANK             APPROX. 7.1 KM 1683328.3 |
 JB1774| JB1775 FLORA RADIO STA KSJ 58 MAST         APPROX. 6.4 KM 1742513.6 |
 JB1774| CI3136 BUCK RM 2                            30.107 METERS 20222     |
 JB1774| CI3134 BUCK AZ MK                                         3561309.4 |
 JB1774|---------------------------------------------------------------------|
 JB1774
 JB1774                          SUPERSEDED SURVEY CONTROL
 JB1774
 JB1774  NAD 83(1986)-  38 44 07.40350(N)    088 30 27.68935(W) AD(       ) 3
 JB1774  NAD 27      -  38 44 07.23270(N)    088 30 27.51386(W) AD(       ) 3
 JB1774
 JB1774.Superseded values are not recommended for survey control.
 JB1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1774.See file dsdata.txt to determine how the superseded data were derived.
 JB1774
 JB1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6895888492(NAD 83)
 JB1774_MARKER: DS = TRIANGULATION STATION DISK
 JB1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1774
 JB1774  HISTORY     - Date     Condition        Report By
 JB1774  HISTORY     - 1961     MONUMENTED       CGS
 JB1774
 JB1774                          STATION DESCRIPTION
 JB1774
 JB1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1774'THE STATION IS ABOUT 4.5 MILES NORTH NORTHWEST OF FLORA, ABOUT 3
 JB1774'MILES SOUTH OF LOUISVILLE,
 JB1774'IN THE CENTER OF SECTION 2, T 3 N, R 6 E AND ON THE
 JB1774'PROPERTY OF MR LOREN LEACH.
 JB1774'IT IS 14 FEET SOUTH OF A WITNESS POST
 JB1774'AND WIRE FENCE, 53 FEET SOUTHEAST OF A
 JB1774'TELEPHONE POLE, 121 FEET EAST
 JB1774'OF THE CENTERLINE OF U S HIGHWAY 45, 138 FEET NORTHEAST OF THE
 JB1774'INTERSECTION OF HIGHWAY 45 AND THE NORTH ENTRANCE TO A DRIVE-IN
 JB1774'THEATER AND 243
 JB1774'FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 JB1774'BUILDING.  THE MONUMENT PROJECTS 1
 JB1774'INCH AND THE DISK IS STAMPED BUCK 1961.
 JB1774'
 JB1774'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 45 AND 50 IN
 JB1774'THE NORTHWEST EDGE
 JB1774'OF FLORA, GO NORTH ON U S HIGHWAY 45 FOR 2.95 MILES TO
 JB1774'A CROSSROAD.  CONTINUE NORTH ON
 JB1774'THE HIGHWAY FOR 1.9 MILES TO THE
 JB1774'STATION ON THE RIGHT JUST NORTH OF A DRIVE-IN THEATHER.
 JB1774'
 JB1774'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 45
 JB1774'FOR 0.4 MILE TO THE MARK ON THE LEFT.
 JB1774'
 JB1774'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 25 FEET WEST OF A
 JB1774'POWER POLE AND 88 FEET EAST
 JB1774'OF THE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 JB1774'AND THE DISK IS STAMPED BUCK NO 1 1961.
 JB1774'
 JB1774'REFERENCE MARK 2 IS 20 FEET SOUTHEAST OF A TELEPHONE POLE, 30 FEET
 JB1774'NORTHEAST OF THE CENTERLINE
 JB1774'OF THE THEATER DRIVEWAY, 84 FEET EAST OF THE
 JB1774'CENTERLINE OF HIGHWAY 45 AND 111
 JB1774'FEET SOUTH OF THE WITNESS POST.  THE
 JB1774'MONUMENT IS FLUSH AND THE DISK IS STAMPED BUCK NO 2  1961.
 JB1774'
 JB1774'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A POWER POLE, 2 FEET SOUTHEAST OF
 JB1774'A WITNESS POST, 24 FEET WEST
 JB1774'OF A WIRE FENCE AND 61 FEET WEST OF THE CENTERLINE
 JB1774'OF HIGHWAY 45.  THE MONUMENT PROJECTS
 JB1774'5 INCHES AND THE DISK IS
 JB1774'STAMPED BUCK 1961.
 JB1774'
 JB1774'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0443 ***********************************************************************
 MF0443  DESIGNATION -  BUCK AZ
 MF0443  PID         -  MF0443
 MF0443  STATE/COUNTY-  IL/LIVINGSTON
 MF0443  USGS QUAD   -  ODELL (1983)
 MF0443
 MF0443                         *CURRENT SURVEY CONTROL
 MF0443  ___________________________________________________________________
 MF0443* NAD 83(1986)-  41 02 06.     (N)    088 30 31.     (W)     SCALED    
 MF0443* NAVD 88     -       210.872  (meters)     691.84   (feet)  ADJUSTED  
 MF0443  ___________________________________________________________________
 MF0443  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MF0443  DYNAMIC HT  -         210.787 (meters)     691.56  (feet)  COMP
 MF0443  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 MF0443
 MF0443  VERT ORDER  -  SECOND    CLASS 0
 MF0443
 MF0443.The horizontal coordinates were scaled from a topographic map and have
 MF0443.an estimated accuracy of +/- 6 seconds.
 MF0443
 MF0443.The orthometric height was determined by differential leveling
 MF0443.and adjusted by the National Geodetic Survey in June 1991..
 MF0443
 MF0443.The geoid height was determined by GEOID03.
 MF0443
 MF0443.The dynamic height is computed by dividing the NAVD 88
 MF0443.geopotential number by the normal gravity value computed on the
 MF0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0443.degrees latitude (g = 980.6199 gals.).
 MF0443
 MF0443.The modeled gravity was interpolated from observed gravity values.
 MF0443
 MF0443;                    North         East    Units  Estimated Accuracy
 MF0443;SPC IL E     -   484,940.      285,260.      MT  (+/- 180 meters Scaled)
 MF0443
 MF0443                          SUPERSEDED SURVEY CONTROL
 MF0443
 MF0443  NGVD 29 (??/??/92)  210.941  (m)          692.06   (f) ADJ UNCH    2 0
 MF0443
 MF0443.Superseded values are not recommended for survey control.
 MF0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0443.See file dsdata.txt to determine how the superseded data were derived.
 MF0443
 MF0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL731437(NAD 83)
 MF0443_MARKER: DZ = AZIMUTH MARK DISK
 MF0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0443_STAMPING: BUCK 1960
 MF0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0443+STABILITY: SURFACE MOTION
 MF0443
 MF0443  HISTORY     - Date     Condition        Report By
 MF0443  HISTORY     - 1960     MONUMENTED       CGS
 MF0443  HISTORY     - 1961     GOOD             NGS
 MF0443  HISTORY     - 1979     GOOD             USGS
 MF0443
 MF0443                          STATION DESCRIPTION
 MF0443
 MF0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0443'2.9 MI NE FROM ODELL.
 MF0443'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 MF0443'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 1.55 MILES
 MF0443'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 1.0 MILES NORTH ALONG A
 MF0443'DIRT ROAD, AT THE JUNCTION OF AN EAST-WEST GRAVEL ROAD, 20 FEET
 MF0443'EAST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH OF THE CENTER
 MF0443'LINE OF THE ROAD, 25 FEET WEST OF THE FENCE, 3.0 FEET SOUTHWEST
 MF0443'OF A FENCE CORNER, 3.9 FEET SOUTHWEST OF A TELEPHONE POLE, 2.3
 MF0443'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 MF0443'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 MF0443'WITH THE GROUND.
 MF0443
 MF0443                          STATION RECOVERY (1979)
 MF0443
 MF0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4358 ***********************************************************************
 DF4358  DESIGNATION -  BUCK MAINT YD
 DF4358  PID         -  DF4358
 DF4358  STATE/COUNTY-  IL/IROQUOIS
 DF4358  USGS QUAD   -  BUCKLEY (1986)
 DF4358
 DF4358                         *CURRENT SURVEY CONTROL
 DF4358  ___________________________________________________________________
 DF4358* NAD 83(1997)-  40 36 16.70167(N)    088 02 11.57528(W)     ADJUSTED  
 DF4358* NAVD 88     -       210.5    (meters)     691.     (feet)  GPS OBS   
 DF4358  ___________________________________________________________________
 DF4358  X           -     166,150.606 (meters)                     COMP
 DF4358  Y           -  -4,846,568.716 (meters)                     COMP
 DF4358  Z           -   4,129,304.626 (meters)                     COMP
 DF4358  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 DF4358  ELLIP HEIGHT-         178.14  (meters)          (02/03/05) GPS OBS
 DF4358  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DF4358
 DF4358  HORZ ORDER  -  FIRST
 DF4358  ELLP ORDER  -  FOURTH    CLASS II
 DF4358
 DF4358.The horizontal coordinates were established by GPS observations
 DF4358.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4358
 DF4358.The orthometric height was determined by GPS observations and a
 DF4358.high-resolution geoid model.
 DF4358
 DF4358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4358
 DF4358.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4358
 DF4358.The ellipsoidal height was determined by GPS observations
 DF4358.and is referenced to NAD 83.
 DF4358
 DF4358.The geoid height was determined by GEOID03.
 DF4358
 DF4358;                    North         East     Units Scale Factor Converg.
 DF4358;SPC IL E     -   437,180.399   325,118.029   MT  0.99998276   +0 11 35.4
 DF4358;SPC IL E     - 1,434,316.03  1,066,658.07   sFT  0.99998276   +0 11 35.4
 DF4358;UTM  16      - 4,495,386.096   412,305.105   MT  0.99969466   -0 40 28.8
 DF4358
 DF4358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4358!SPC IL E     -   0.99997206  x   0.99998276  =   0.99995482
 DF4358!UTM  16      -   0.99997206  x   0.99969466  =   0.99966672
 DF4358
 DF4358                          SUPERSEDED SURVEY CONTROL
 DF4358
 DF4358.No superseded survey control is available for this station.
 DF4358
 DF4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1230595386(NAD 83)
 DF4358_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4358_STAMPING: BUCK 1996
 DF4358_MARK LOGO: ILDT  
 DF4358_PROJECTION: FLUSH
 DF4358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4358+STABILITY: SURFACE MOTION
 DF4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4358+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 DF4358
 DF4358  HISTORY     - Date     Condition        Report By
 DF4358  HISTORY     - 1996     MONUMENTED       ILDT
 DF4358  HISTORY     - 200205   GOOD             ASCPC
 DF4358
 DF4358                          STATION DESCRIPTION
 DF4358
 DF4358'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2002
 DF4358'FROM THE POST OFFICE IN BUCKLEY, GO NORTH ON US-45 .35 MILES TO
 DF4358'ROBERTS ROAD GO WEST .10
 DF4358'MILES TO IDOT YARD ON SOUTH SIDE OF ROAD STATION IN 9 FEET SOUTH OF
 DF4358'NORTH FENCE LINE AND
 DF4358'41 FEET WEST OF CENTERLINE OF PAVED DRIVEWAY TO YARD.
 DF4358'*STAMPED- ILLINOIS DEPARTMENT OF TRANSPORTATION BUCK 1996
 DF4358' 
 DF4358' 
 DF4358' 
 DF4358' 
 DF4358' 
 DF4358'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0440 ***********************************************************************
 MF0440  DESIGNATION -  BUCK RM 1
 MF0440  PID         -  MF0440
 MF0440  STATE/COUNTY-  IL/LIVINGSTON
 MF0440  USGS QUAD   -  ODELL (1983)
 MF0440
 MF0440                         *CURRENT SURVEY CONTROL
 MF0440  ___________________________________________________________________
 MF0440* NAD 83(1986)-  41 01 52.     (N)    088 30 31.     (W)     SCALED    
 MF0440* NAVD 88     -       213.674  (meters)     701.03   (feet)  ADJUSTED  
 MF0440  ___________________________________________________________________
 MF0440  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MF0440  DYNAMIC HT  -         213.587 (meters)     700.74  (feet)  COMP
 MF0440  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MF0440
 MF0440  VERT ORDER  -  SECOND    CLASS 0
 MF0440
 MF0440.The horizontal coordinates were scaled from a topographic map and have
 MF0440.an estimated accuracy of +/- 6 seconds.
 MF0440
 MF0440.The orthometric height was determined by differential leveling
 MF0440.and adjusted by the National Geodetic Survey in June 1991..
 MF0440
 MF0440.The geoid height was determined by GEOID03.
 MF0440
 MF0440.The dynamic height is computed by dividing the NAVD 88
 MF0440.geopotential number by the normal gravity value computed on the
 MF0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0440.degrees latitude (g = 980.6199 gals.).
 MF0440
 MF0440.The modeled gravity was interpolated from observed gravity values.
 MF0440
 MF0440;                    North         East    Units  Estimated Accuracy
 MF0440;SPC IL E     -   484,510.      285,260.      MT  (+/- 180 meters Scaled)
 MF0440
 MF0440                          SUPERSEDED SURVEY CONTROL
 MF0440
 MF0440  NGVD 29 (??/??/92)  213.742  (m)          701.25   (f) ADJ UNCH    2 0
 MF0440
 MF0440.Superseded values are not recommended for survey control.
 MF0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0440.See file dsdata.txt to determine how the superseded data were derived.
 MF0440
 MF0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL731433(NAD 83)
 MF0440_MARKER: DR = REFERENCE MARK DISK
 MF0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0440_STAMPING: BUCK NO 1 1960
 MF0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0440+STABILITY: SURFACE MOTION
 MF0440
 MF0440  HISTORY     - Date     Condition        Report By
 MF0440  HISTORY     - 1960     MONUMENTED       CGS
 MF0440  HISTORY     - 1961     GOOD             NGS
 MF0440  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF0440
 MF0440                          STATION DESCRIPTION
 MF0440
 MF0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0440'2.6 MI NE FROM ODELL.
 MF0440'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 MF0440'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 1.55 MILES
 MF0440'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 0.75 MILES NORTH ALONG A
 MF0440'DIRT ROAD, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 MF0440'WEST OF THE FENCE, 52.6 FEET SOUTH OF TRAVERSE STATION BUCK, 52.9
 MF0440'FEET SOUTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 MF0440'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0440
 MF0440                          STATION RECOVERY (1979)
 MF0440
 MF0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0442 ***********************************************************************
 MF0442  DESIGNATION -  BUCK RM 2
 MF0442  PID         -  MF0442
 MF0442  STATE/COUNTY-  IL/LIVINGSTON
 MF0442  USGS QUAD   -  ODELL (1983)
 MF0442
 MF0442                         *CURRENT SURVEY CONTROL
 MF0442  ___________________________________________________________________
 MF0442* NAD 83(1986)-  41 01 52.     (N)    088 30 31.     (W)     SCALED    
 MF0442* NAVD 88     -       213.701  (meters)     701.12   (feet)  ADJUSTED  
 MF0442  ___________________________________________________________________
 MF0442  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MF0442  DYNAMIC HT  -         213.614 (meters)     700.83  (feet)  COMP
 MF0442  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MF0442
 MF0442  VERT ORDER  -  SECOND    CLASS 0
 MF0442
 MF0442.The horizontal coordinates were scaled from a topographic map and have
 MF0442.an estimated accuracy of +/- 6 seconds.
 MF0442
 MF0442.The orthometric height was determined by differential leveling
 MF0442.and adjusted by the National Geodetic Survey in June 1991..
 MF0442
 MF0442.The geoid height was determined by GEOID03.
 MF0442
 MF0442.The dynamic height is computed by dividing the NAVD 88
 MF0442.geopotential number by the normal gravity value computed on the
 MF0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0442.degrees latitude (g = 980.6199 gals.).
 MF0442
 MF0442.The modeled gravity was interpolated from observed gravity values.
 MF0442
 MF0442;                    North         East    Units  Estimated Accuracy
 MF0442;SPC IL E     -   484,510.      285,260.      MT  (+/- 180 meters Scaled)
 MF0442
 MF0442                          SUPERSEDED SURVEY CONTROL
 MF0442
 MF0442  NGVD 29 (??/??/92)  213.770  (m)          701.34   (f) ADJ UNCH    2 0
 MF0442
 MF0442.Superseded values are not recommended for survey control.
 MF0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0442.See file dsdata.txt to determine how the superseded data were derived.
 MF0442
 MF0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL731433(NAD 83)
 MF0442_MARKER: DR = REFERENCE MARK DISK
 MF0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0442_STAMPING: BUCK NO 2 1960
 MF0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0442+STABILITY: SURFACE MOTION
 MF0442
 MF0442  HISTORY     - Date     Condition        Report By
 MF0442  HISTORY     - 1960     MONUMENTED       CGS
 MF0442  HISTORY     - 1961     GOOD             NGS
 MF0442  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF0442
 MF0442                          STATION DESCRIPTION
 MF0442
 MF0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0442'2.6 MI SE FROM ODELL.
 MF0442'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 MF0442'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 1.55 MILES
 MF0442'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 0.75 MILES NORTH ALONG A
 MF0442'DIRT ROAD, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 MF0442'EAST OF THE FENCE, 43.1 FEET WEST OF TRAVERSE STATION BUCK, 45.9
 MF0442'FEET WEST OF A METAL WITNESS POST, 2.5 FEET ABOVE THE LEVEL OF
 MF0442'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MF0442'GROUND.
 MF0442
 MF0442                          STATION RECOVERY (1979)
 MF0442
 MF0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9193 ***********************************************************************
 DG9193  DESIGNATION -  BUCKEYE 1
 DG9193  PID         -  DG9193
 DG9193  STATE/COUNTY-  IL/STEPHENSON
 DG9193  USGS QUAD   -  ORANGEVILLE (1971)
 DG9193
 DG9193                         *CURRENT SURVEY CONTROL
 DG9193  ___________________________________________________________________
 DG9193* NAD 83(1997)-  42 27 03.99815(N)    089 38 21.07367(W)     ADJUSTED  
 DG9193* NAVD 88     -       272.3    (meters)     893.     (feet)  GPS OBS   
 DG9193  ___________________________________________________________________
 DG9193  X           -      29,682.469 (meters)                     COMP
 DG9193  Y           -  -4,713,406.431 (meters)                     COMP
 DG9193  Z           -   4,282,870.351 (meters)                     COMP
 DG9193  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DG9193  ELLIP HEIGHT-         238.77  (meters)          (03/01/05) GPS OBS
 DG9193  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DG9193
 DG9193  HORZ ORDER  -  FIRST
 DG9193  ELLP ORDER  -  FOURTH    CLASS I
 DG9193
 DG9193.The horizontal coordinates were established by GPS observations
 DG9193.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9193
 DG9193.The orthometric height was determined by GPS observations and a
 DG9193.high-resolution geoid model.
 DG9193
 DG9193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9193
 DG9193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9193
 DG9193.The ellipsoidal height was determined by GPS observations
 DG9193.and is referenced to NAD 83.
 DG9193
 DG9193.The geoid height was determined by GEOID03.
 DG9193
 DG9193;                    North         East     Units Scale Factor Converg.
 DG9193;SPC IL W     -   642,322.757   743,389.562   MT  0.99996433   +0 21 21.7
 DG9193;SPC IL W     - 2,107,353.91  2,438,937.25   sFT  0.99996433   +0 21 21.7
 DG9193;UTM  16      - 4,703,239.485   282,972.396   MT  1.00017955   -1 46 55.3
 DG9193
 DG9193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9193!SPC IL W     -   0.99996255  x   0.99996433  =   0.99992689
 DG9193!UTM  16      -   0.99996255  x   1.00017955  =   1.00014210
 DG9193
 DG9193                          SUPERSEDED SURVEY CONTROL
 DG9193
 DG9193.No superseded survey control is available for this station.
 DG9193
 DG9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8297203239(NAD 83)
 DG9193_MARKER: A = ALUMINUM MARKER
 DG9193_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG9193+WITH SETTING: INFORMATION.
 DG9193_STAMPING: BUCKEYE NO. 1
 DG9193_MARK LOGO: FGRAH 
 DG9193_PROJECTION: RECESSED 10 CENTIMETERS
 DG9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9193+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9193_ROD/PIPE-DEPTH: 0.9  meters
 DG9193
 DG9193  HISTORY     - Date     Condition        Report By
 DG9193  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9193
 DG9193                          STATION DESCRIPTION
 DG9193
 DG9193'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9193'STATION IS ABOUT 2.1 KM (1.3 MILES) SOUTHEAST OF ORANGEVILLE AND ABOUT
 DG9193'8.4 KM (5.2 MILES)  NORTHWEST OF CEDARVILLE (AIR LINE), IN SECTION 1,
 DG9193'T 28 N, R 7 E ON PROPERTY OWNED BY THE  ILLINOIS DEPARTMENT OF
 DG9193'TRANSPORTATION. THIS STATION IS 16.8M (55.3 FT) SOUTHWEST OF A  POWER
 DG9193'POLE,  57.1M (187.4 FT) NORTHWEST OF A POWER POLE AND 0.4M (1.4 FT)
 DG9193'WEST OF AN ORANGE CARSONITE  WITNESS SIGN. MARK IS FLUSH WITH GROUND
 DG9193'LEVEL.
 DG9193' 
 DG9193'TO REACH THE STATION FROM THE INTERSECTION OF HIGH STREET AND CHURCH
 DG9193'STREET IN  ORANGEVILLE, GO SOUTHWESTERLY ON CHURCH STREET 1.0 KM (0.6
 DG9193'MILES) TO STATE HIGHWAY 26,  THEN TURN LEFT (SOUTHEAST) ON STATE
 DG9193'HIGHWAY 26,  1.1 KM (0.7 MILES) TO THE STATION ON THE  LEFT (EAST).
 DG9193' 
 DG9193'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9193'ALUMINUM ROD  DRIVEN TO A REFUSAL DEPTH OF 0.9M (3 FT). THE DISK IS
 DG9193'RECESSED 10.0 CM BELOW THE ALUMINUM  ACCESS COVER AND ENCASED IN A
 DG9193'6-INCH DIA. PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER  AND
 DG9193'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9215 ***********************************************************************
 DG9215  DESIGNATION -  BUCKEYE 2
 DG9215  PID         -  DG9215
 DG9215  STATE/COUNTY-  IL/STEPHENSON
 DG9215  USGS QUAD   -  ORANGEVILLE (1971)
 DG9215
 DG9215                         *CURRENT SURVEY CONTROL
 DG9215  ___________________________________________________________________
 DG9215* NAD 83(1997)-  42 26 41.30211(N)    089 38 24.62757(W)     ADJUSTED  
 DG9215* NAVD 88     -       259.3    (meters)     851.     (feet)  GPS OBS   
 DG9215  ___________________________________________________________________
 DG9215  X           -      29,604.166 (meters)                     COMP
 DG9215  Y           -  -4,713,870.064 (meters)                     COMP
 DG9215  Z           -   4,282,344.852 (meters)                     COMP
 DG9215  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DG9215  ELLIP HEIGHT-         225.84  (meters)          (03/01/05) GPS OBS
 DG9215  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DG9215
 DG9215  HORZ ORDER  -  SECOND
 DG9215  ELLP ORDER  -  FOURTH    CLASS I
 DG9215
 DG9215.The horizontal coordinates were established by GPS observations
 DG9215.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9215
 DG9215.The orthometric height was determined by GPS observations and a
 DG9215.high-resolution geoid model.
 DG9215
 DG9215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9215
 DG9215.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9215
 DG9215.The ellipsoidal height was determined by GPS observations
 DG9215.and is referenced to NAD 83.
 DG9215
 DG9215.The geoid height was determined by GEOID03.
 DG9215
 DG9215;                    North         East     Units Scale Factor Converg.
 DG9215;SPC IL W     -   641,621.980   743,312.700   MT  0.99996425   +0 21 19.2
 DG9215;SPC IL W     - 2,105,054.78  2,438,685.08   sFT  0.99996425   +0 21 19.2
 DG9215;UTM  16      - 4,702,541.912   282,869.423   MT  1.00018010   -1 46 57.0
 DG9215
 DG9215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9215!SPC IL W     -   0.99996458  x   0.99996425  =   0.99992883
 DG9215!UTM  16      -   0.99996458  x   1.00018010  =   1.00014468
 DG9215
 DG9215                          SUPERSEDED SURVEY CONTROL
 DG9215
 DG9215.No superseded survey control is available for this station.
 DG9215
 DG9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8286902542(NAD 83)
 DG9215_MARKER: A = ALUMINUM MARKER
 DG9215_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG9215+WITH SETTING: INFORMATION.
 DG9215_STAMPING: BUCKEYE NO. 2
 DG9215_MARK LOGO: FGRAH 
 DG9215_PROJECTION: RECESSED 11 CENTIMETERS
 DG9215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9215+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9215_ROD/PIPE-DEPTH: 2.13 meters
 DG9215
 DG9215  HISTORY     - Date     Condition        Report By
 DG9215  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9215
 DG9215                          STATION DESCRIPTION
 DG9215
 DG9215'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9215'STATION IS ABOUT 2.7 KM (1.3 MILES) SOUTHEAST OF ORANGEVILLE AND ABOUT
 DG9215'7.7 KM (4.8 MILES)  NORTHWEST OF CEDARVILLE (AIR LINE), IN SECTION 12,
 DG9215'T 28 N, R 7 E, ON PROPERTY OWNED BY  THE ILLINOIS DEPARTMENT OF
 DG9215'TRANSPORTATION. THIS STATION IS 5M (16.6 FT) NORTH OF A POWER  POLE,
 DG9215'55.2M (181 FT) SOUTH OF A POWER POLE, 0.2M (0.7 FT) EAST OF AN ORANGE
 DG9215'CARSONITE  WITNESS SIGN AND 0.6M (2 FT) EAST OF THE WEST RIGHT OF WAY
 DG9215'OF STATE HIGHWAY 26.  MARK IS  FLUSH WITH GROUND LEVEL.
 DG9215' 
 DG9215'TO REACH THE STATION FROM THE INTERSECTION OF HIGH STREET AND CHURCH
 DG9215'STREET IN  ORANGEVILLE, GO SOUTHERLY ON CHURCH STREET 1.0 KM (0.6
 DG9215'MILES) TO STATE HIGHWAY 26, THEN  TURN LEFT (SOUTHEAST) ON STATE
 DG9215'HIGHWAY 26, 1.8 KM (1.1 MILES) TO THE STATION ON THE RIGHT  (WEST).
 DG9215' 
 DG9215'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9215'ALUMINUM ROD  DRIVEN TO A REFUSAL DEPTH OF 2.13M (7 FT). THE DISK IS
 DG9215'RECESSED 11.3 CM BELOW THE ALUMINUM  ACCESS COVER AND ENCASED IN A
 DG9215'6-INCH DIA. PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER  AND
 DG9215'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1545 ***********************************************************************
 NH1545  DESIGNATION -  BUCKHORN
 NH1545  PID         -  NH1545
 NH1545  STATE/COUNTY-  IL/STEPHENSON
 NH1545  USGS QUAD   -  ORANGEVILLE (1971)
 NH1545
 NH1545                         *CURRENT SURVEY CONTROL
 NH1545  ___________________________________________________________________
 NH1545* NAD 83(1997)-  42 25 35.78982(N)    089 38 20.34561(W)     ADJUSTED  
 NH1545* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 NH1545  ___________________________________________________________________
 NH1545  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 NH1545  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NH1545
 NH1545  HORZ ORDER  -  THIRD
 NH1545
 NH1545.The horizontal coordinates were established by classical geodetic methods
 NH1545.and adjusted by the National Geodetic Survey in October 1999..
 NH1545
 NH1545.The orthometric height was scaled from a topographic map.
 NH1545
 NH1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1545
 NH1545.The geoid height was determined by GEOID03.
 NH1545
 NH1545;                    North         East     Units Scale Factor Converg.
 NH1545;SPC IL W     -   639,601.248   743,423.112   MT  0.99996437   +0 21 21.6
 NH1545;SPC IL W     - 2,098,425.09  2,439,047.33   sFT  0.99996437   +0 21 21.6
 NH1545;SPC WI S     -    47,457.862   629,711.928   MT  1.00007595   +0 14 53.0
 NH1545;SPC WI S     -   155,701.34  2,065,979.88   sFT  1.00007595   +0 14 53.0
 NH1545;UTM  16      - 4,700,518.033   282,904.399   MT  1.00017991   -1 46 51.9
 NH1545
 NH1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1545!SPC IL W     -   0.99996228  x   0.99996437  =   0.99992665
 NH1545!SPC WI S     -   0.99996228  x   1.00007595  =   1.00003823
 NH1545!UTM  16      -   0.99996228  x   1.00017991  =   1.00014218
 NH1545
 NH1545|---------------------------------------------------------------------|
 NH1545| PID    Reference Object                     Distance      Geod. Az  |
 NH1545|                                                           dddmmss.s |
 NH1545| CI9111 BUCKHORN RM 1                         9.128 METERS 00033     |
 NH1545| CI9110 BUCKHORN AZ MK                                     0025155.2 |
 NH1545| CI9112 BUCKHORN RM 2                        10.884 METERS 17954     |
 NH1545|---------------------------------------------------------------------|
 NH1545
 NH1545                          SUPERSEDED SURVEY CONTROL
 NH1545
 NH1545  NAD 83(1997)-  42 25 35.78986(N)    089 38 20.34557(W) AD(       ) 3
 NH1545  NAD 83(1997)-  42 25 35.78717(N)    089 38 20.34170(W) AD(       ) 3
 NH1545  NAD 83(1986)-  42 25 35.78500(N)    089 38 20.33985(W) AD(       ) 3
 NH1545  NAD 27      -  42 25 35.73500(N)    089 38 19.91500(W) AD(       ) 3
 NH1545
 NH1545.Superseded values are not recommended for survey control.
 NH1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1545.See file dsdata.txt to determine how the superseded data were derived.
 NH1545
 NH1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN8290400518(NAD 83)
 NH1545_MARKER: DS = TRIANGULATION STATION DISK
 NH1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1545
 NH1545  HISTORY     - Date     Condition        Report By
 NH1545  HISTORY     - 1954     MONUMENTED       CGS
 NH1545  HISTORY     - 1969     GOOD             ILDT
 NH1545  HISTORY     - 1970     GOOD             LOCENG
 NH1545  HISTORY     - 19960919 MARK NOT FOUND   USPSQD
 NH1545  HISTORY     - 20011210 MARK NOT FOUND   USPSQD
 NH1545
 NH1545                          STATION DESCRIPTION
 NH1545
 NH1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1545'STATION IS LOCATED ABOUT 10 MILES NORTH OF FREEPORT AND 3-1/2
 NH1545'MILES NORTH OF CEDARVILLE ALONG THE WEST SIDE OF STATE HIGHWAY
 NH1545'26 AND ON HIGHWAY PROPERTY.  IT IS 49 FEET SOUTH OF A POWER
 NH1545'LINE POLE, 36 FEET WEST OF THE CENTER OF THE HIGHWAY, 5 FEET
 NH1545'SOUTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A FENCE
 NH1545'LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 NH1545'BUCKHORN 1954.
 NH1545'
 NH1545'REFERENCE MARK NO. 1 IS 36 FEET WEST OF THE CENTER OF THE
 NH1545'HIGHWAY, 20 FEET SOUTH OF A POWER LINE POLE AND 3 FEET EAST OF
 NH1545'A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 NH1545'STAMPED BUCKHORN NO 1 1954.
 NH1545'
 NH1545'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTER OF THE HIGHWAY
 NH1545'AND 3 FEET EAST OF THE FENCE LINE.  THE MARK PROJECTS 3 INCHES
 NH1545'AND THE DISK IS STAMPED BUCKHORN NO 2 1954.
 NH1545'
 NH1545'AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF THE HIGHWAY,
 NH1545'14 FEET SOUTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A WHITE
 NH1545'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 NH1545'2 INCHES AND THE DISK IS STAMPED BUCKHORN 1954.
 NH1545'
 NH1545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 NH1545'AND RED OAK ROAD IN CEDARVILLE GO NORTH ON HIGHWAY 26 FOR 3.45
 NH1545'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NH1545'
 NH1545'TO REACH AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY
 NH1545'26 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NH1545'
 NH1545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1545
 NH1545                          STATION RECOVERY (1969)
 NH1545
 NH1545'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 (DEW)
 NH1545'BUCKHORN 1954-GOOD DESCRIPTION OK SEE NOTE
 NH1545'
 NH1545'BUCKHORN NO 1 1954-GOOD DESCRIPTION OK SEE NOTE
 NH1545'
 NH1545'BUCKHORN NO 2 1954-GOOD DESCRIPTION OK SEE NOTE
 NH1545'
 NH1545'BUCKHORN 1954 AZ. MK.-GOOD DESCRIPTION OK SEE NOTE
 NH1545'
 NH1545'NOTE--THE WHITE WITNESS POSTS HAD ROTTED OFF, THEY WERE
 NH1545'REPLACED WITH NEW SIGNS.  THE NEW WITNESS POSTS WERE PLACED
 NH1545'SO AS TO COMPLY WITH ORIGINAL DEMINSIONS.
 NH1545
 NH1545                          STATION RECOVERY (1970)
 NH1545
 NH1545'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (WCB)
 NH1545'RECOVERED BY INTERNATIONAL AERIAL MAPPING COMPANY
 NH1545'
 NH1545'BUCKHORN 1954-GOOD
 NH1545'
 NH1545'BUCKHORN 1954-AZIMUTH MARK-GOOD
 NH1545
 NH1545                          STATION RECOVERY (1996)
 NH1545
 NH1545'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1545'MARK NOT FOUND.
 NH1545
 NH1545                          STATION RECOVERY (2001)
 NH1545
 NH1545'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1545'RM 1, RM 2,   AND THE AZ MK WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0071 ***********************************************************************
 LC0071  DESIGNATION -  BUCKLEY 2
 LC0071  PID         -  LC0071
 LC0071  STATE/COUNTY-  IL/IROQUOIS
 LC0071  USGS QUAD   -  BUCKLEY (1986)
 LC0071
 LC0071                         *CURRENT SURVEY CONTROL
 LC0071  ___________________________________________________________________
 LC0071* NAD 83(1997)-  40 36 17.09316(N)    088 03 35.56408(W)     ADJUSTED  
 LC0071* NAVD 88     -       213.60   (meters)     700.8    (feet)  RESET     
 LC0071  ___________________________________________________________________
 LC0071  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 LC0071  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LC0071
 LC0071  HORZ ORDER  -  THIRD
 LC0071  VERT ORDER  -  THIRD
 LC0071
 LC0071.The horizontal coordinates were established by classical geodetic methods
 LC0071.and adjusted by the National Geodetic Survey in October 1999..
 LC0071
 LC0071.The orthometric height was computed from unverified reset data.
 LC0071
 LC0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0071
 LC0071.The geoid height was determined by GEOID03.
 LC0071
 LC0071;                    North         East     Units Scale Factor Converg.
 LC0071;SPC IL E     -   437,186.080   323,143.462   MT  0.99998159   +0 10 40.7
 LC0071;SPC IL E     - 1,434,334.66  1,060,179.84   sFT  0.99998159   +0 10 40.7
 LC0071;UTM  16      - 4,495,421.672   410,331.414   MT  0.99969897   -0 41 23.5
 LC0071
 LC0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0071!SPC IL E     -   0.99997156  x   0.99998159  =   0.99995315
 LC0071!UTM  16      -   0.99997156  x   0.99969897  =   0.99967054
 LC0071
 LC0071|---------------------------------------------------------------------|
 LC0071| PID    Reference Object                     Distance      Geod. Az  |
 LC0071|                                                           dddmmss.s |
 LC0071| LC0073 BUCKLEY 2 RM 3                        7.875 METERS 08415     |
 LC0071| LC1703 BUCKLEY ST JOHNS LUTH CH SPIRE      APPROX. 2.1 KM 1070633.4 |
 LC0071| LC0070 BUCKLEY                              15.782 METERS 18649     |
 LC0071| CI6782 BUCKLEY 2 AZ MK                                    2034955.0 |
 LC0071| CI6783 BUCKLEY 2 RM 4                        6.817 METERS 26406     |
 LC0071|---------------------------------------------------------------------|
 LC0071
 LC0071                          SUPERSEDED SURVEY CONTROL
 LC0071
 LC0071  NAD 83(1997)-  40 36 17.09304(N)    088 03 35.56406(W) AD(       ) 3
 LC0071  NAD 83(1986)-  40 36 17.09816(N)    088 03 35.55779(W) AD(       ) 3
 LC0071  NAD 83(1986)-  40 36 17.10183(N)    088 03 35.57054(W) AD(       ) 3
 LC0071  NAD 27      -  40 36 16.97203(N)    088 03 35.41882(W) AD(       ) 3
 LC0071  NGVD 29 (07/19/86)  213.67   (m)          701.0    (f) LEVELING    3  
 LC0071
 LC0071.Superseded values are not recommended for survey control.
 LC0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0071.See file dsdata.txt to determine how the superseded data were derived.
 LC0071
 LC0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1033195422(NAD 83)
 LC0071_MARKER: DB = BENCH MARK DISK
 LC0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0071_STAMPING: BUCKLEY 2 1967
 LC0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0071+STABILITY: SURFACE MOTION
 LC0071
 LC0071  HISTORY     - Date     Condition        Report By
 LC0071  HISTORY     - 1967     MONUMENTED       CGS
 LC0071  HISTORY     - 1967     GOOD             CGS
 LC0071
 LC0071                          STATION DESCRIPTION
 LC0071
 LC0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LC0071'ABOUT 1-1/2 MILES WEST OF BUCKLEY, 87 FEET NORTH OF THE
 LC0071'CENTERLINE OF ROBERTS ROAD, 1 FOOT SOUTH OF A METAL WITNESS
 LC0071'POST, 0.05 MILE EAST OF A GRAVELED CROSSROAD.  THE MONUMENT
 LC0071'PROJECTS 5 INCHES AND THE DISK IS STAMPED BUCKLEY 2 1967.
 LC0071'
 LC0071'TO REACH THE STATION FROM THE POST OFFICE IN BUCKLEY, GO
 LC0071'NORTH ON U.S. HIGHWAY 45 FOR 0.4 MILE TO A PAVED CROSSROAD.
 LC0071'TURN LEFT AND GO WEST ON ROBERTS ROAD FOR 1.35 MILE TO THE
 LC0071'STATION ON THE RIGHT.
 LC0071'
 LC0071'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 LC0071'ROBERTS ROAD FOR 0.05 MILE TO A GRAVELED CROSSROAD.  TURN
 LC0071'LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE MARK
 LC0071'ON THE RIGHT.
 LC0071'
 LC0071'REFERENCE MARK 3 IS 90 FEET NORTH OF THE CENTERLINE OF THE
 LC0071'ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT
 LC0071'PROJECTS 4 INCHES AND THE DISK IS STAMPED BUCKLEY 2 NO 3 1967.
 LC0071'
 LC0071'REFERENCE MARK 4 IS 85 FEET NORTH OF THE CENTERLINE OF THE
 LC0071'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 LC0071'PROJECTS 6 INCHES AND THE DISK IS STAMPED BUCKLEY 2 NO 4 1967.
 LC0071'
 LC0071'THE AZIMUTH MARK IS 59 FEET NORTH OF A 30 INCH TWIN TRUNK
 LC0071'LINDEN TREE, 58 FEET NORTHWEST OF THE INTERSECTION OF THE
 LC0071'GRAVELED ROAD AND A FARM DRIVE EAST, 27 FEET WEST OF THE
 LC0071'CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A POWER POLE
 LC0071'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 LC0071'3 INCHES AND THE DISK IS STAMPED BUCKLEY 2 1967.
 LC0071'
 LC0071'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC0071
 LC0071                          STATION RECOVERY (1967)
 LC0071
 LC0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LC0071'1.5 MI W FROM BUCKLEY.
 LC0071'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0071'IN BUCKLEY TO A PAVED CROSSROAD, THENCE WEST ALONG ROBERTS
 LC0071'ROAD FOR 1.35 MILES TO THE MARK ON THE RIGHT.  IT IS 0.05 MILE
 LC0071'EAST OF A GRAVELED CROSSROAD, 87 FEET NORTH OF THE CENTERLINE
 LC0071'OF ROBERTS ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE DISK
 LC0071'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 LC0071'5 INCHES.  STAMPED BUCKLEY 2 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0074 ***********************************************************************
 LC0074  DESIGNATION -  BUCKLEY 2 NO 4
 LC0074  PID         -  LC0074
 LC0074  STATE/COUNTY-  IL/IROQUOIS
 LC0074  USGS QUAD   -  BUCKLEY (1986)
 LC0074
 LC0074                         *CURRENT SURVEY CONTROL
 LC0074  ___________________________________________________________________
 LC0074* NAD 83(1986)-  40 36 17.     (N)    088 03 34.     (W)     SCALED    
 LC0074* NAVD 88     -       213.65   (meters)     701.0    (feet)  RESET     
 LC0074  ___________________________________________________________________
 LC0074  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LC0074
 LC0074  VERT ORDER  -  THIRD
 LC0074
 LC0074.The horizontal coordinates were scaled from a topographic map and have
 LC0074.an estimated accuracy of +/- 6 seconds.
 LC0074
 LC0074.The orthometric height was computed from unverified reset data.
 LC0074
 LC0074.The geoid height was determined by GEOID03.
 LC0074
 LC0074;                    North         East    Units  Estimated Accuracy
 LC0074;SPC IL E     -   437,180.      323,180.      MT  (+/- 180 meters Scaled)
 LC0074
 LC0074                          SUPERSEDED SURVEY CONTROL
 LC0074
 LC0074.No superseded survey control is available for this station.
 LC0074
 LC0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK103954(NAD 83)
 LC0074_MARKER: DR = REFERENCE MARK DISK
 LC0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0074_STAMPING: BUCKLEY 2 NO 4 1967
 LC0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0074+STABILITY: SURFACE MOTION
 LC0074
 LC0074  HISTORY     - Date     Condition        Report By
 LC0074  HISTORY     - 1967     MONUMENTED       CGS
 LC0074
 LC0074                          STATION DESCRIPTION
 LC0074
 LC0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LC0074'1.5 MI W FROM BUCKLEY.
 LC0074'ABOUT 0.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0074'AT BUCKLEY TO A PAVED CROSSROAD, THENCE WEST ALONG ROBERTS
 LC0074'ROAD FOR 1.35 MILES TO THE MARK ON THE RIGHT.  IT IS 0.05 MILE
 LC0074'EAST OF A GRAVELED CROSSROAD, 85 FEET NORTH OF THE CENTERLINE
 LC0074'OF ROBERTS ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 LC0074'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 LC0074'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0073 ***********************************************************************
 LC0073  DESIGNATION -  BUCKLEY 2 RM 3
 LC0073  PID         -  LC0073
 LC0073  STATE/COUNTY-  IL/IROQUOIS
 LC0073  USGS QUAD   -  BUCKLEY (1986)
 LC0073
 LC0073                         *CURRENT SURVEY CONTROL
 LC0073  ___________________________________________________________________
 LC0073* NAD 83(1986)-  40 36 16.     (N)    088 03 35.     (W)     SCALED    
 LC0073* NAVD 88     -       213.47   (meters)     700.4    (feet)  RESET     
 LC0073  ___________________________________________________________________
 LC0073  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LC0073
 LC0073  VERT ORDER  -  THIRD
 LC0073
 LC0073.The horizontal coordinates were scaled from a topographic map and have
 LC0073.an estimated accuracy of +/- 6 seconds.
 LC0073
 LC0073.The orthometric height was computed from unverified reset data.
 LC0073
 LC0073.The geoid height was determined by GEOID03.
 LC0073
 LC0073;                    North         East    Units  Estimated Accuracy
 LC0073;SPC IL E     -   437,150.      323,160.      MT  (+/- 180 meters Scaled)
 LC0073
 LC0073                          SUPERSEDED SURVEY CONTROL
 LC0073
 LC0073.No superseded survey control is available for this station.
 LC0073
 LC0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK103953(NAD 83)
 LC0073_MARKER: DR = REFERENCE MARK DISK
 LC0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0073_STAMPING: BUCKLEY 2 NO 3 1967
 LC0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0073+STABILITY: SURFACE MOTION
 LC0073
 LC0073  HISTORY     - Date     Condition        Report By
 LC0073  HISTORY     - 1967     MONUMENTED       CGS
 LC0073
 LC0073                          STATION DESCRIPTION
 LC0073
 LC0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LC0073'1.5 MI W FROM BUCKLEY.
 LC0073'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0073'IN BUCKLEY TO A PAVED CROSSROAD, THENCE WEST ALONG ROBERTS
 LC0073'ROAD FOR 1.35 MILE TO THE MARK ON THE RIGHT.  IT IS 0.05 MILE
 LC0073'EAST OF A GRAVELED CROSSROAD, 90 FEET NORTH OF THE CENTERLINE
 LC0073'OF ROBERTS ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 LC0073'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 LC0073'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1702 ***********************************************************************
 LC1702  DESIGNATION -  BUCKLEY MUNICIPAL TANK
 LC1702  PID         -  LC1702
 LC1702  STATE/COUNTY-  IL/IROQUOIS
 LC1702  USGS QUAD   -  BUCKLEY (1986)
 LC1702
 LC1702                         *CURRENT SURVEY CONTROL
 LC1702  ___________________________________________________________________
 LC1702* NAD 83(1997)-  40 35 50.43977(N)    088 02 14.30199(W)     ADJUSTED  
 LC1702* NAVD 88     -                                                        
 LC1702  ___________________________________________________________________
 LC1702  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 LC1702  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LC1702
 LC1702  HORZ ORDER  -  THIRD
 LC1702
 LC1702.The horizontal coordinates were established by classical geodetic methods
 LC1702.and adjusted by the National Geodetic Survey in October 1999..
 LC1702
 LC1702
 LC1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1702
 LC1702.The geoid height was determined by GEOID03.
 LC1702
 LC1702;                    North         East     Units Scale Factor Converg.
 LC1702;SPC IL E     -   436,370.123   325,056.649   MT  0.99998272   +0 11 33.5
 LC1702;SPC IL E     - 1,431,657.65  1,066,456.69   sFT  0.99998272   +0 11 33.5
 LC1702;UTM  16      - 4,494,577.075   412,231.482   MT  0.99969482   -0 40 30.2
 LC1702
 LC1702                          SUPERSEDED SURVEY CONTROL
 LC1702
 LC1702  NAD 83(1997)-  40 35 50.43990(N)    088 02 14.30242(W) AD(       ) 4
 LC1702  NAD 83(1986)-  40 35 50.44863(N)    088 02 14.30834(W) AD(       ) 4
 LC1702  NAD 27      -  40 35 50.31900(N)    088 02 14.16100(W) AD(       ) 3
 LC1702
 LC1702.Superseded values are not recommended for survey control.
 LC1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1702.See file dsdata.txt to determine how the superseded data were derived.
 LC1702
 LC1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1223194577(NAD 83)
 LC1702_MARKER: 53 = ELEVATED TANK
 LC1702
 LC1702  HISTORY     - Date     Condition        Report By
 LC1702  HISTORY     - 1955     FIRST OBSERVED   CGS
 LC1702  HISTORY     - 1957     GOOD             CGS
 LC1702  HISTORY     - 1959     GOOD             CGS
 LC1702  HISTORY     - 1967     GOOD             CGS
 LC1702
 LC1702                          STATION DESCRIPTION
 LC1702
 LC1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LC1702'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 LC1702'LOCATED IN THE CENTRAL SECTION OF BUCKLEY.  IT IS A STEEL
 LC1702'TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, IS PAINTED
 LC1702'SILVER AND IS 75 FEET HIGH.
 LC1702
 LC1702                          STATION RECOVERY (1957)
 LC1702
 LC1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 LC1702'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 LC1702'IS ADEQUATE WITH THE CORRECTION THAT THE TANK IS MADE OF WOOD.
 LC1702
 LC1702                          STATION RECOVERY (1959)
 LC1702
 LC1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1702'THE STATION IS LOCATED IN THE CENTRAL PART OF BUCKLEY AND
 LC1702'IS 1/2 BLOCK EAST OF U.S. HIGHWAY 45.
 LC1702'
 LC1702'THE STATION IS THE BALL ON TOP OF THE SMALL WOODEN TANK WHICH
 LC1702'IS SUPPORTED BY 4 STEEL LEGS AND IS APPROXIMATELY 80 FEET HIGH.
 LC1702'THE TANK IS PAINTED SILVER AND HAS THE NAME BUCKLEY PRINTED
 LC1702'ON THE SIDE.
 LC1702
 LC1702                          STATION RECOVERY (1967)
 LC1702
 LC1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LC1702'THE STATION COULD NOT BE FOUND AND SHOULD BE ASSUMED AS LOST.
 LC1702'A NEW TANK HAS BEEN BUILT TO REPLACE THIS TANK.
 LC1702'
 LC1702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BUCKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1703 ***********************************************************************
 LC1703  DESIGNATION -  BUCKLEY ST JOHNS LUTH CH SPIRE
 LC1703  PID         -  LC1703
 LC1703  STATE/COUNTY-  IL/IROQUOIS
 LC1703  USGS QUAD   -  BUCKLEY (1986)
 LC1703
 LC1703                         *CURRENT SURVEY CONTROL
 LC1703  ___________________________________________________________________
 LC1703* NAD 83(1997)-  40 35 56.81866(N)    088 02 09.19111(W)     ADJUSTED  
 LC1703* NAVD 88     -                                                        
 LC1703  ___________________________________________________________________
 LC1703  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 LC1703  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LC1703
 LC1703  HORZ ORDER  -  THIRD
 LC1703
 LC1703.The horizontal coordinates were established by classical geodetic methods
 LC1703.and adjusted by the National Geodetic Survey in October 1999..
 LC1703
 LC1703
 LC1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1703
 LC1703.The geoid height was determined by GEOID03.
 LC1703
 LC1703;                    North         East     Units Scale Factor Converg.
 LC1703;SPC IL E     -   436,567.288   325,176.151   MT  0.99998280   +0 11 36.8
 LC1703;SPC IL E     - 1,432,304.51  1,066,848.76   sFT  0.99998280   +0 11 36.8
 LC1703;UTM  16      - 4,494,772.351   412,353.921   MT  0.99969455   -0 40 27.0
 LC1703
 LC1703                          SUPERSEDED SURVEY CONTROL
 LC1703
 LC1703  NAD 83(1997)-  40 35 56.81884(N)    088 02 09.19179(W) AD(       ) 4
 LC1703  NAD 83(1986)-  40 35 56.82759(N)    088 02 09.19779(W) AD(       ) 4
 LC1703  NAD 27      -  40 35 56.69800(N)    088 02 09.05000(W) AD(       ) 3
 LC1703
 LC1703.Superseded values are not recommended for survey control.
 LC1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1703.See file dsdata.txt to determine how the superseded data were derived.
 LC1703
 LC1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1235494772(NAD 83)
 LC1703_MARKER: 90 = CHURCH SPIRE
 LC1703
 LC1703  HISTORY     - Date     Condition        Report By
 LC1703  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1703  HISTORY     - 1955     GOOD             CGS
 LC1703  HISTORY     - 1957     GOOD             CGS
 LC1703  HISTORY     - 1959     GOOD             CGS
 LC1703  HISTORY     - 1967     GOOD             CGS
 LC1703
 LC1703                          STATION DESCRIPTION
 LC1703
 LC1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1703'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE OF THE
 LC1703'EVANGELICAL LUTHERAN CHURCH OF BUCKLEY.  THE CHURCH IS A BRICK
 LC1703'STRUCTURE WITH THE SPIRE ON THE NORTHEAST CORNER, AND IS LOCATED
 LC1703'ONE BLOCK EAST OF U.S. HIGHWAY NO. 45 AT THE CENTRAL PART
 LC1703'OF TOWN.  THE SPIRE IS SURMOUNTED BY A GOLD CROSS AND IS
 LC1703'APPROXIMATELY 80 FEET HIGH.
 LC1703'
 LC1703'OBSERVED UPON FROM TRIANGULATION STATIONS PIPER, SPRING CREEK
 LC1703'1879 (U.S.L.S.).
 LC1703'
 LC1703'AN INTERSECTION STATION.
 LC1703
 LC1703                          STATION RECOVERY (1955)
 LC1703
 LC1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LC1703'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION
 LC1703'IS ADEQUATE.
 LC1703
 LC1703                          STATION RECOVERY (1957)
 LC1703
 LC1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 LC1703'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION
 LC1703'IS ADEQUATE WITH THE NOTE THAT THE CHURCH IS KNOWN AS ST.
 LC1703'JOHNS LUTHERAN CHURCH.
 LC1703
 LC1703                          STATION RECOVERY (1959)
 LC1703
 LC1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1703'THE STATION IS LOCATED IN THE NORTH PART OF BUCKLEY ONE BLOCK
 LC1703'EAST OF THE POST OFFICE AND U.S. HIGHWAY 45.
 LC1703'
 LC1703'THE STATION IS THE TOP OF THE CROSS ON TOP OF THE CHURCH
 LC1703'SPIRE WHICH IS LOCATED AT THE NORTHEAST CORNER OF THE CHURCH.
 LC1703'THE CHURCH IS A LARGE BRICK BUILDING WITH A SLATE ROOF.  THE
 LC1703'SPIRE HAS A SLATE ROOF ALSO AND THE CROSS IS PAINTED GREEN.
 LC1703'THE HEIGHT OF THE SPIRE AND CROSS IS 118 FEET.
 LC1703
 LC1703                          STATION RECOVERY (1967)
 LC1703
 LC1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LC1703'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 LC1703'
 LC1703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BUCKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1644 ***********************************************************************
 HB1644  DESIGNATION -  BUCKNER
 HB1644  PID         -  HB1644
 HB1644  STATE/COUNTY-  IL/FRANKLIN
 HB1644  USGS QUAD   -  CHRISTOPHER (1976)
 HB1644
 HB1644                         *CURRENT SURVEY CONTROL
 HB1644  ___________________________________________________________________
 HB1644* NAD 83(1997)-  37 59 33.99935(N)    089 00 12.60463(W)     ADJUSTED  
 HB1644* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 HB1644  ___________________________________________________________________
 HB1644  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 HB1644  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 HB1644
 HB1644  HORZ ORDER  -  SECOND
 HB1644
 HB1644.The horizontal coordinates were established by classical geodetic methods
 HB1644.and adjusted by the National Geodetic Survey in October 1999..
 HB1644
 HB1644.The orthometric height was scaled from a topographic map.
 HB1644
 HB1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1644
 HB1644.The geoid height was determined by GEOID03.
 HB1644
 HB1644;                    North         East     Units Scale Factor Converg.
 HB1644;SPC IL E     -   147,385.139   241,132.870   MT  1.00001766   -0 24 45.2
 HB1644;SPC IL E     -   483,546.08    791,116.76   sFT  1.00001766   -0 24 45.2
 HB1644;UTM  16      - 4,206,907.523   324,071.920   MT  0.99998121   -1 14 00.9
 HB1644
 HB1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1644!SPC IL E     -   0.99998111  x   1.00001766  =   0.99999877
 HB1644!UTM  16      -   0.99998111  x   0.99998121  =   0.99996232
 HB1644
 HB1644|---------------------------------------------------------------------|
 HB1644| PID    Reference Object                     Distance      Geod. Az  |
 HB1644|                                                           dddmmss.s |
 HB1644| CI3141 BUCKNER RM 1                         71.119 METERS 03541     |
 HB1644| CI3142 BUCKNER RM 2                         86.777 METERS 09535     |
 HB1644| HB1645 CHRISTOPHER MUNICIPAL TANK          APPROX. 5.0 KM 2481914.9 |
 HB1644| HB1646 COELLO CONCRETE CASTING CO STK      APPROX. 6.2 KM 2755453.0 |
 HB1644| JB1874 SESSER MUNICIPAL TANK               APPROX.11.3 KM 3394648.7 |
 HB1644| CI3140 BUCKNER AZ MK                                      3540746.1 |
 HB1644|---------------------------------------------------------------------|
 HB1644
 HB1644                          SUPERSEDED SURVEY CONTROL
 HB1644
 HB1644  NAD 83(1997)-  37 59 34.01062(N)    089 00 12.60444(W) AD(       ) 2
 HB1644  NAD 83(1986)-  37 59 34.01221(N)    089 00 12.60593(W) AD(       ) 2
 HB1644  NAD 27      -  37 59 33.83193(N)    089 00 12.34546(W) AD(       ) 2
 HB1644
 HB1644.Superseded values are not recommended for survey control.
 HB1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1644.See file dsdata.txt to determine how the superseded data were derived.
 HB1644
 HB1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2407206908(NAD 83)
 HB1644_MARKER: DS = TRIANGULATION STATION DISK
 HB1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1644_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1644_MARK LOGO: CGS   
 HB1644_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1644+STABILITY: SURFACE MOTION
 HB1644
 HB1644  HISTORY     - Date     Condition        Report By
 HB1644  HISTORY     - 1961     MONUMENTED       CGS
 HB1644  HISTORY     - 1973     GOOD             USGS
 HB1644  HISTORY     - 19850425 GOOD             NGS
 HB1644  HISTORY     - 20020111 GOOD             ILDT
 HB1644
 HB1644                          STATION DESCRIPTION
 HB1644
 HB1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1644'THE STATION IS ABOUT 5 MILES WEST OF BENTON, 3 MILES NORTHEAST OF
 HB1644'CHRISTOPHER, IN THE NORTHEAST 1/4 OF SECTION 20, T 6 S, R 2 E.
 HB1644'AND ON THE PROPERTY OF MR. WILLIE OVERTURF. IT IS IN THE CENTER OF A
 HB1644'CULTIVATED FIELD ABOUT 0.05 MILE SOUTH OF A CEMETERY, 210 FEET
 HB1644'SOUTHEAST OF A FENCE CORNER, 242 FEET NORTH OF THE NORTHWEST CORNER
 HB1644'OF A BARN, 287 FEET WEST OF A WITNESS POST AND 311 FEET WEST OF
 HB1644'THE CENTERLINE OF A GRAVELED ROAD. THE MONUMENT IS 18 INCHES
 HB1644'UNDERGROUND AND THE DISK IS STAMPED BUCKNER 1961.
 HB1644'
 HB1644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14, 34 AND
 HB1644'37 AT THE WEST SIDE OF THE COURTHOUSE SQUARE IN BENTON, GO WEST
 HB1644'ON HIGHWAY 14 FOR 3.55 MILES TO A SIDE ROAD RIGHT (REND CITY ROAD).
 HB1644'CONTINUE WEST ON HIGHWAY 14 FOR 1.1 MILE TO A CROSSROAD. TURN RIGHT
 HB1644'AND GO NORTH ON A GRAVELED ROAD FOR 0.4 MILE TO A FIELD ENTRANCE ON
 HB1644'THE LEFT. TURN LEFT AND GO WEST UP A HILL ACROSS A CULTIVATED
 HB1644'FIELD FOR 0.05 MILE TO THE STATION.
 HB1644'
 HB1644'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ACROSS THE
 HB1644'CULTIVATED FIELD FOR 0.05 MILE TO THE GRAVELED ROAD. TURN LEFT AND
 HB1644'GO NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A DRIVEWAY AT THE HOME
 HB1644'OF MR. LLOYD SMITH ON THE LEFT. TURN LEFT AND GO WEST ON THE
 HB1644'DRIVEWAY FOR 0.1 MILE TO A LARGE BARN AND THE MARK AT THE SOUTHWEST
 HB1644'CORNER OF THE BARN, ON THE PROPERTY OF MR. LLOYD SMITH.
 HB1644'
 HB1644'REFERENCE MARK 1 IS 6 INCHES NORTH OF A WIRE FENCE, 44 FEET WEST OF A
 HB1644'12 INCH WILD CHERRY TREE AND 46 FEET EAST OF A FENCE CORNER. THE
 HB1644'MONUMENT IS FLUSH AND THE DISK IS STAMPED BUCKNER NO 1 1961.
 HB1644'
 HB1644'REFERENCE MARK 2 IS 3 FEET NORTHWEST OF A WITNESS POST, 4 FEET WEST
 HB1644'OF A 12 INCH WILD CHERRY TREE, 12 FEET SOUTH OF THE CENTERLINE
 HB1644'OF THE FIELD ENTRANCE AND 24 FEET WEST OF THE CENTERLINE OF THE
 HB1644'GRAVELED ROAD. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HB1644'STAMPED BUCKNER NO 2 1961.
 HB1644'
 HB1644'THE AZIMUTH MARK IS 1 FOOT SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 HB1644'BARN AND 2 FEET SOUTHWEST OF A WITNESS POST. THE MONUMENT IS
 HB1644'FLUSH AND THE DISK IS STAMPED BUCKNER 1961.
 HB1644'
 HB1644'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HB1644
 HB1644                          STATION RECOVERY (1973)
 HB1644
 HB1644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 HB1644'STATION, REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 HB1644'
 HB1644'DISTANCES AND DIRECTIONS CHECKED.
 HB1644'
 HB1644'DESCRIPTION ADEQUATE.
 HB1644'
 HB1644'DIRECTION AND DISTANCE THE STATION IS ABOUT 5 MILES WEST OF
 HB1644'BENTON, 3 MILES NORTH.
 HB1644
 HB1644                          STATION RECOVERY (1985)
 HB1644
 HB1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 HB1644'STATION MARK, RM 1 AND THE AZ MK WAS RECOVERED IN GOOD CONDITION.  THE
 HB1644'AZ MK IS NOW BLOCKED BY TREES.  RM 2 WAS FOUND LAYING ATOP THE GROUND
 HB1644'WITH THE DISK MISSING.  DUE TO THE TERRIAN, AS THE PROPERTY OWNER IS
 HB1644'NOW DIGGING SAND AND GRAVEL OUT OF THIS AREA AND THE STATION IS ONLY
 HB1644'0.8 METERS (2.6 FT) FROM THE EDGE OF DIG AREA, THE DISTANCE TO RM 2
 HB1644'WAS NOT CHECKED.  A NEW STATION BUCKNER 2 1985 WAS ESTABLISHED AT THIS
 HB1644'TIME OUT OF THE CONSTRUCTION ZONE, AS WAS A NEW RM 3.  THIS NEW
 HB1644'STATION WILL ALSO SEE TO THE 1961 AZ MK.  THIS STATION WAS LEFT INTACT
 HB1644'BUT A TRAVERSE CONNECTION WAS MADE TO BUCKNER 2 USING ELECTRONIC
 HB1644'DISTANCE MEASURING EQUIPMENT.  FOR MORE INFORMATION SEE BUCKNER 2
 HB1644'1985.
 HB1644
 HB1644                          STATION RECOVERY (2002)
 HB1644
 HB1644'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 HB1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1643 ***********************************************************************
 HB1643  DESIGNATION -  BUCKNER OLD BEN COAL CO STACK
 HB1643  PID         -  HB1643
 HB1643  STATE/COUNTY-  IL/FRANKLIN
 HB1643  USGS QUAD   -  CHRISTOPHER (1976)
 HB1643
 HB1643                         *CURRENT SURVEY CONTROL
 HB1643  ___________________________________________________________________
 HB1643* NAD 83(1997)-  37 58 49.76969(N)    089 00 19.47630(W)     ADJUSTED  
 HB1643* NAVD 88     -                                                        
 HB1643  ___________________________________________________________________
 HB1643  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 HB1643  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB1643
 HB1643  HORZ ORDER  -  THIRD
 HB1643
 HB1643.The horizontal coordinates were established by classical geodetic methods
 HB1643.and adjusted by the National Geodetic Survey in October 1999..
 HB1643
 HB1643
 HB1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1643
 HB1643.The geoid height was determined by GEOID03.
 HB1643
 HB1643;                    North         East     Units Scale Factor Converg.
 HB1643;SPC IL E     -   146,022.658   240,955.355   MT  1.00001792   -0 24 49.0
 HB1643;SPC IL E     -   479,076.00    790,534.36   sFT  1.00001792   -0 24 49.0
 HB1643;UTM  16      - 4,205,547.774   323,874.909   MT  0.99998206   -1 14 04.0
 HB1643
 HB1643                          SUPERSEDED SURVEY CONTROL
 HB1643
 HB1643  NAD 83(1997)-  37 58 49.78100(N)    089 00 19.47626(W) AD(       ) 4
 HB1643  NAD 83(1986)-  37 58 49.78267(N)    089 00 19.47757(W) AD(       ) 4
 HB1643  NAD 27      -  37 58 49.59742(N)    089 00 19.21560(W) AD(       ) 3
 HB1643
 HB1643.Superseded values are not recommended for survey control.
 HB1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1643.See file dsdata.txt to determine how the superseded data were derived.
 HB1643
 HB1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2387505548(NAD 83)
 HB1643_MARKER: 63 = STACK
 HB1643
 HB1643  HISTORY     - Date     Condition        Report By
 HB1643  HISTORY     - 1962     FIRST OBSERVED   CGS
 HB1643
 HB1643                          STATION DESCRIPTION
 HB1643
 HB1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1643'THE STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED ABOUT 0.5
 HB1643'MILE SOUTHEAST OF THE BUSINESS DISTRICT OF BUCKNER AND OWNED
 HB1643'BY POLLACK BROS. OF WEST FRANKFORT. IT IS A LARGE RED BRICK STACK
 HB1643'LOCATED AT THE WEST EDGE OF THE ENTRANCE OF THE MINE AND THE
 HB1643'OVERALL HEIGHT IS ABOUT 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1675 ***********************************************************************
 MF1675  DESIGNATION -  BUDA ATT MICROWAVE TOWER
 MF1675  PID         -  MF1675
 MF1675  STATE/COUNTY-  IL/BUREAU
 MF1675  USGS QUAD   -  BUDA (1983)
 MF1675
 MF1675                         *CURRENT SURVEY CONTROL
 MF1675  ___________________________________________________________________
 MF1675* NAD 83(1997)-  41 19 04.25973(N)    089 38 40.49248(W)     ADJUSTED  
 MF1675* NAVD 88     -                                                        
 MF1675  ___________________________________________________________________
 MF1675  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MF1675  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1675
 MF1675  HORZ ORDER  -  THIRD
 MF1675
 MF1675.The horizontal coordinates were established by classical geodetic methods
 MF1675.and adjusted by the National Geodetic Survey in October 1999..
 MF1675
 MF1675
 MF1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1675
 MF1675.The geoid height was determined by GEOID03.
 MF1675
 MF1675;                    North         East     Units Scale Factor Converg.
 MF1675;SPC IL W     -   516,454.393   743,711.566   MT  0.99996468   +0 20 40.9
 MF1675;SPC IL W     - 1,694,400.79  2,439,993.70   sFT  0.99996468   +0 20 40.9
 MF1675;UTM  16      - 4,577,416.444   278,648.345   MT  1.00020303   -1 44 48.3
 MF1675
 MF1675                          SUPERSEDED SURVEY CONTROL
 MF1675
 MF1675  NAD 83(1986)-  41 19 04.26151(N)    089 38 40.50011(W) AD(       ) 4
 MF1675  NAD 27      -  41 19 04.12700(N)    089 38 40.15800(W) AD(       ) 3
 MF1675
 MF1675.Superseded values are not recommended for survey control.
 MF1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1675.See file dsdata.txt to determine how the superseded data were derived.
 MF1675
 MF1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7864877416(NAD 83)
 MF1675_MARKER: 45 = MICROWAVE TOWER
 MF1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1675+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2001
 MF1675
 MF1675  HISTORY     - Date     Condition        Report By
 MF1675  HISTORY     - 1959     FIRST OBSERVED   CGS
 MF1675  HISTORY     - 19951028 GOOD             USPSQD
 MF1675  HISTORY     - 20010509 GOOD             USPSQD
 MF1675
 MF1675                          STATION DESCRIPTION
 MF1675
 MF1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1675'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST-SOUTHEAST OF BUDA.
 MF1675'
 MF1675'THE STATION IS THE TOP AND CENTER OF THE MICRO-WAVE TOWER
 MF1675'WHICH IS PAINTED RED AND WHITE.  THE TOWER IS A FOUR LEGGED
 MF1675'STEEL STRUCTURE WHICH IS 200 FEET HIGH AND HAS SEVERAL REFLECTORS
 MF1675'AT THE TOP.
 MF1675
 MF1675                          STATION RECOVERY (1995)
 MF1675
 MF1675'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1675'RECOVERED IN GOOD CONDITION.
 MF1675
 MF1675                          STATION RECOVERY (2001)
 MF1675
 MF1675'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1676 ***********************************************************************
 MF1676  DESIGNATION -  BUDA MUNICIPAL STANDPIPE
 MF1676  PID         -  MF1676
 MF1676  STATE/COUNTY-  IL/BUREAU
 MF1676  USGS QUAD   -  BUDA (1983)
 MF1676
 MF1676                         *CURRENT SURVEY CONTROL
 MF1676  ___________________________________________________________________
 MF1676* NAD 83(1997)-  41 19 27.34869(N)    089 40 38.27534(W)     ADJUSTED  
 MF1676* NAVD 88     -                                                        
 MF1676  ___________________________________________________________________
 MF1676  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 MF1676  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1676
 MF1676  HORZ ORDER  -  THIRD
 MF1676
 MF1676.The horizontal coordinates were established by classical geodetic methods
 MF1676.and adjusted by the National Geodetic Survey in October 1999..
 MF1676
 MF1676
 MF1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1676
 MF1676.The geoid height was determined by GEOID03.
 MF1676
 MF1676;                    North         East     Units Scale Factor Converg.
 MF1676;SPC IL W     -   517,150.685   740,968.273   MT  0.99996182   +0 19 23.3
 MF1676;SPC IL W     - 1,696,685.21  2,430,993.41   sFT  0.99996182   +0 19 23.3
 MF1676;UTM  16      - 4,578,212.592   275,931.621   MT  1.00021793   -1 46 07.0
 MF1676
 MF1676                          SUPERSEDED SURVEY CONTROL
 MF1676
 MF1676  NAD 83(1986)-  41 19 27.35532(N)    089 40 38.28282(W) AD(       ) 4
 MF1676  NAD 27      -  41 19 27.22100(N)    089 40 37.92800(W) AD(       ) 3
 MF1676
 MF1676.Superseded values are not recommended for survey control.
 MF1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1676.See file dsdata.txt to determine how the superseded data were derived.
 MF1676
 MF1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7593278213(NAD 83)
 MF1676_MARKER: 52 = STANDPIPE TANK
 MF1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1676+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2001
 MF1676
 MF1676  HISTORY     - Date     Condition        Report By
 MF1676  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1676  HISTORY     - 1954     GOOD             CGS
 MF1676  HISTORY     - 19951028 GOOD             USPSQD
 MF1676  HISTORY     - 20010509 GOOD             USPSQD
 MF1676
 MF1676                          STATION DESCRIPTION
 MF1676
 MF1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1676'THIS STATION IS THE MUNICIPAL STANDPIPE IN THE VILLAGE OF
 MF1676'BUDA, ILLINOIS.  IT IS LOCATED IN THE SOUTHEAST PART OF THE
 MF1676'TOWN, ABOUT 0.1 MILE SOUTH OF MAIN STREET, ABOUT 65 FEET
 MF1676'WEST OF THE CENTERLINE OF MILL STREET, ABOUT 40 FEET EAST OF THE
 MF1676'WATER WORKS, AND ABOUT 65 FEET NORTH OF THE CENTERLINE OF AN
 MF1676'ALLEY.  THE STANDPIPE WAS ERECTED IN 1896.  IT IS FAIRLY
 MF1676'PROMINENT.
 MF1676'
 MF1676'THE STANDPIPE IS A BLACK STEEL STRUCTURE ABOUT 16 FEET IN
 MF1676'DIAMETER AND 112 FEET HIGH.  IT HAS AN ORNAMENTAL IRON RAIL
 MF1676'AROUND THE TOP.
 MF1676
 MF1676                          STATION RECOVERY (1954)
 MF1676
 MF1676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1676'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION
 MF1676'IS ADEQUATE WITH THE FOLLOWING CHANGES--THE STANDPIPE IS ABOUT
 MF1676'105 FT. HIGH AND IS PAINTED SILVER.
 MF1676'
 MF1676'THIS IS AN INTERSECTION STATION.
 MF1676
 MF1676                          STATION RECOVERY (1995)
 MF1676
 MF1676'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1676'RECOVERED IN GOOD CONDITION.
 MF1676
 MF1676                          STATION RECOVERY (2001)
 MF1676
 MF1676'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1611 ***********************************************************************
 JB1611  DESIGNATION -  BUFFALO MOUND USLS 1879
 JB1611  PID         -  JB1611
 JB1611  STATE/COUNTY-  IL/JASPER
 JB1611  USGS QUAD   -  STE MARIE (1985)
 JB1611
 JB1611                         *CURRENT SURVEY CONTROL
 JB1611  ___________________________________________________________________
 JB1611* NAD 83(1997)-  38 54 08.21702(N)    088 03 23.77190(W)     ADJUSTED  
 JB1611* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 JB1611  ___________________________________________________________________
 JB1611  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 JB1611  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JB1611
 JB1611  HORZ ORDER  -  FIRST
 JB1611
 JB1611.The horizontal coordinates were established by classical geodetic methods
 JB1611.and adjusted by the National Geodetic Survey in October 1999..
 JB1611
 JB1611.The orthometric height was scaled from a topographic map.
 JB1611
 JB1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1611
 JB1611.The geoid height was determined by GEOID03.
 JB1611
 JB1611;                    North         East     Units Scale Factor Converg.
 JB1611;SPC IL E     -   248,166.655   324,004.485   MT  0.99998209   +0 10 25.6
 JB1611;SPC IL E     -   814,193.43  1,063,004.71   sFT  0.99998209   +0 10 25.6
 JB1611;UTM  16      - 4,306,463.416   408,380.044   MT  0.99970336   -0 39 48.9
 JB1611
 JB1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1611!SPC IL E     -   0.99997987  x   0.99998209  =   0.99996196
 JB1611!UTM  16      -   0.99997987  x   0.99970336  =   0.99968323
 JB1611
 JB1611                          SUPERSEDED SURVEY CONTROL
 JB1611
 JB1611  NAD 83(1997)-  38 54 08.21857(N)    088 03 23.76952(W) AD(       ) 1
 JB1611  NAD 83(1986)-  38 54 08.22820(N)    088 03 23.76653(W) AD(       ) 1
 JB1611  NAD 27      -  38 54 08.06700(N)    088 03 23.63400(W) AD(       ) 1
 JB1611
 JB1611.Superseded values are not recommended for survey control.
 JB1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1611.See file dsdata.txt to determine how the superseded data were derived.
 JB1611
 JB1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0838006463(NAD 83)
 JB1611_MARKER: V = STONE MONUMENT
 JB1611_SETTING: 0 = UNSPECIFIED SETTING
 JB1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1611
 JB1611  HISTORY     - Date     Condition        Report By
 JB1611  HISTORY     - 1879     MONUMENTED       USE
 JB1611  HISTORY     - 1937     SEE DESCRIPTION  CGS
 JB1611
 JB1611                          STATION DESCRIPTION
 JB1611
 JB1611'DESCRIBED BY US ENGINEERS 1879
 JB1611'THIS STATION WAS ESTABLISHED BY THE UNITED STATES ENGINEERS.  IT IS
 JB1611'IN FOX TOWNSHIP,
 JB1611'ON A HILL KNOWN AS BUFFALO MOUND, ABOUT 2.5 MILES
 JB1611'SOUTHWEST OF THE VILLAGE OF ST
 JB1611'MARIE, IN SECTION 1 NEAR THE LINE
 JB1611'BETWEEN SECTIONS 1 AND 2, T 5 N, R 10 E.  THE
 JB1611'STATION IS MARKED BY
 JB1611'TWO STONE POSTS, ON AT THE SURFACE OF THE GROUND AND THE OTHER 3
 JB1611'FEET DEEP DIRECTLY
 JB1611'BELOW THE SURFACE MARK.  BOTH POSTS ARE IN AN UPRIGHT
 JB1611'POSITION.  THIS TYPE MARKING WAS
 JB1611'EMPLOYED BY THE UNITED STATES
 JB1611'ENGINEERS.  THREE STONE REFERENCE POSTS ARE ON THE
 JB1611'WEST SIDE OF THE
 JB1611'SECTION-LINE ROAD WEST OF THE STATION, AT THE FOLLOWING DISTANCES AND
 JB1611'BEARINGS FROM THE
 JB1611'STATION- 44.4 METERS S 40 DEG 46 MIN W, 28.9 METERS
 JB1611'N 87 DEG 19 MIN W, AND 45.3 METERS N
 JB1611'38 DEG 54 MIN W.  THE CORNER OF
 JB1611'SECTIONS 1, 2, 11 AND 12 IS 966 METERS S 1 DEG 29 MIN W
 JB1611'FROM THE STATION.
 JB1611
 JB1611                          STATION RECOVERY (1937)
 JB1611
 JB1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JB1611'ALL SURFACE MARKS HAVE LONG SINCE BEEN REMOVED.  THE ROADS HAVE BEEN
 JB1611'WIDENED.  THE LAND
 JB1611'IS NOW IN CULTIVATION AND ALL SIGNS OF THE OLD
 JB1611'STATION HAVE BEEN LOST.  CONSIDERABLE
 JB1611'DIGGING FROM ROUGH MEASUREMENTS
 JB1611'WAS DONE HERE BUT NO SIGN OF THE STATION COULD BE FOUND.
 JB1611'
 JB1611'STATION IS REPORTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1270 ***********************************************************************
 JA1270  DESIGNATION -  BUMP
 JA1270  PID         -  JA1270
 JA1270  STATE/COUNTY-  IL/WHITE
 JA1270  USGS QUAD   -  NEW HARMONY (1980)
 JA1270
 JA1270                         *CURRENT SURVEY CONTROL
 JA1270  ___________________________________________________________________
 JA1270* NAD 83(1997)-  38 13 38.73040(N)    087 59 22.64742(W)     ADJUSTED  
 JA1270* NAVD 88     -       138.817  (meters)     455.44   (feet)  ADJUSTED  
 JA1270  ___________________________________________________________________
 JA1270  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 JA1270  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JA1270  DYNAMIC HT  -         138.726 (meters)     455.14  (feet)  COMP
 JA1270  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 JA1270
 JA1270  HORZ ORDER  -  SECOND
 JA1270  VERT ORDER  -  SECOND    CLASS 0
 JA1270
 JA1270.The horizontal coordinates were established by classical geodetic methods
 JA1270.and adjusted by the National Geodetic Survey in October 1999..
 JA1270
 JA1270.The orthometric height was determined by differential leveling
 JA1270.and adjusted by the National Geodetic Survey in June 1991..
 JA1270
 JA1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1270
 JA1270.The geoid height was determined by GEOID03.
 JA1270
 JA1270.The dynamic height is computed by dividing the NAVD 88
 JA1270.geopotential number by the normal gravity value computed on the
 JA1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1270.degrees latitude (g = 980.6199 gals.).
 JA1270
 JA1270.The modeled gravity was interpolated from observed gravity values.
 JA1270
 JA1270;                    North         East     Units Scale Factor Converg.
 JA1270;SPC IL E     -   173,273.953   330,094.633   MT  0.99998615   +0 12 45.7
 JA1270;SPC IL E     -   568,482.96  1,082,985.48   sFT  0.99998615   +0 12 45.7
 JA1270;SPC IN W     -   331,125.426   820,646.556   MT  1.00004419   -0 33 39.0
 JA1270;SPC IN W     - 1,086,367.34  2,692,404.58   sFT  1.00004419   -0 33 39.0
 JA1270;UTM  16      - 4,231,511.703   413,381.625   MT  0.99969240   -0 36 44.6
 JA1270
 JA1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1270!SPC IL E     -   0.99998306  x   0.99998615  =   0.99996921
 JA1270!SPC IN W     -   0.99998306  x   1.00004419  =   1.00002725
 JA1270!UTM  16      -   0.99998306  x   0.99969240  =   0.99967546
 JA1270
 JA1270:                Primary Azimuth Mark                     Grid Az
 JA1270:SPC IL E     -  BUMP AZ MK                               083 50 59.3
 JA1270:SPC IN W     -  BUMP AZ MK                               084 37 24.0
 JA1270:UTM  16      -  BUMP AZ MK                               084 40 29.6
 JA1270
 JA1270|---------------------------------------------------------------------|
 JA1270| PID    Reference Object                     Distance      Geod. Az  |
 JA1270|                                                           dddmmss.s |
 JA1270| JA1272 BUMP AZ MK                                         0840345.0 |
 JA1270| JA1271 BUMP RM 1                            24.917 METERS 08958     |
 JA1270| JB1679 CROSSVILLE HALLIBURTON RADIO        APPROX. 9.0 KM 2254809.9 |
 JA1270| JB0279 POTTER                              APPROX. 5.9 KM 2752236.4 |
 JA1270| JA1269 BUMP RM 2                            25.999 METERS 29006     |
 JA1270| JA2068 GRAYVILLE MUNICIPAL TANK            APPROX. 3.5 KM 3453639.0 |
 JA1270| JA2069 GRAYVILLE SCHOENHEIT RAD MAST       APPROX. 4.9 KM 3541733.3 |
 JA1270|---------------------------------------------------------------------|
 JA1270
 JA1270                          SUPERSEDED SURVEY CONTROL
 JA1270
 JA1270  NAD 83(1997)-  38 13 38.73039(N)    087 59 22.64778(W) AD(       ) 2
 JA1270  NAD 83(1997)-  38 13 38.73928(N)    087 59 22.64540(W) AD(       ) 2
 JA1270  NAD 83(1986)-  38 13 38.74141(N)    087 59 22.64764(W) AD(       ) 2
 JA1270  NAD 27      -  38 13 38.57353(N)    087 59 22.53252(W) AD(       ) 2
 JA1270  NGVD 29 (??/??/92)  138.945  (m)          455.86   (f) ADJ UNCH    2 0
 JA1270
 JA1270.Superseded values are not recommended for survey control.
 JA1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1270.See file dsdata.txt to determine how the superseded data were derived.
 JA1270
 JA1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1338231512(NAD 83)
 JA1270_MARKER: DS = TRIANGULATION STATION DISK
 JA1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1270_STAMPING: BUMP 1961
 JA1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1270+STABILITY: SURFACE MOTION
 JA1270
 JA1270  HISTORY     - Date     Condition        Report By
 JA1270  HISTORY     - 1961     MONUMENTED       CGS
 JA1270  HISTORY     - 1961     GOOD             CGS
 JA1270  HISTORY     - 1961     GOOD             CGS
 JA1270  HISTORY     - 1964     GOOD             CGS
 JA1270
 JA1270                          STATION DESCRIPTION
 JA1270
 JA1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA1270'THE STATION IS LOCATED ABOUT 7 MILES OF CROSSVILLE, 2.25 MILES SOUTH
 JA1270'OF GRAYVILLE, 1
 JA1270'MILE EAST OF STATE HIGHWAY 1 AND 0.5 MILE WEST OF THE WABASH RIVER.
 JA1270'WABASH RIVER.
 JA1270'
 JA1270'TO REACH THE STATION FROM THE JUNCTION OF NORTH STREET AND COURT
 JA1270'STREET IN GRAYVILLE, GO
 JA1270'EAST ON NORTH STREET (MAIN STREET) FOR 0.25 MILE TO
 JA1270'WATER STREET, TURN RIGHT, GO
 JA1270'SOUTH ON WATER STREET FOR 1.3 MILES TO
 JA1270'FORKS, KEEP LEFT AND CONTINUE SOUTHERLY FOR
 JA1270'0.75 MILE TO WEBBS FERRY
 JA1270'ON THE LEFT, CONTINUE SOUTH 0.25 MILE TO DRIVEWAY AND HOUSE ON
 JA1270'RIGHT.  (AZIMUTH)
 JA1270'MARK IS LOCATED JUST NORTHWEST OF THE NORTHWEST CORNER OF
 JA1270'THE HOUSE AS DESCRIBED
 JA1270'BELOW) CONTINUE SOUTH FOR 0.2 MILE TO A SIDE
 JA1270'ROAD RIGHT, AND A SIGN JOE SIMPKINS, BUMP
 JA1270'LSE, TURN RIGHT, GO WEST
 JA1270'FOR 0.05 MILE TO FORKS, CONTINUE WEST ON LEFT FORK FOR 0.2
 JA1270'MILE TO FORKS,
 JA1270'TAKE RIGHT FORK AND GO WEST AND NORTH FOR 0.05 MILE TO A GATE
 JA1270'JUST AFTER PASSING AN OIL
 JA1270'WELL ON THE LEFT, PASS THROUGH GATE, GO
 JA1270'NORTH ON WOODS ROAD FOR 0.1 MILE, TURN
 JA1270'RIGHT, GO EAST FOR 0.1 MILE TO THE STATION.
 JA1270'
 JA1270'STATION MARK, A STANDARD TRIANGULATION STATION DISK SET IN A 12-INCH
 JA1270'SQUARE CONCRETE POST
 JA1270'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JA1270'IS STAMPED BUMP 1961.  THE MARK
 JA1270'44 FEET SOUTHEAST OF A TRIANGLE
 JA1270'BLAZED TREE, 25 FEET SOUTH OF A FENCE AND 3.8 FEET
 JA1270'NORTH OF A WITNESS POST.
 JA1270'
 JA1270'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JA1270'SQUARE CONCRETE POST
 JA1270'WHICH PROJECTS ABOUT 2-INCHES ABOVE THE SURFACE OF THE
 JA1270'GROUND AND IS STAMPED BUMP NO
 JA1270'1961.  THE MARK IS 83.1 FEET
 JA1270'EAST-NORTHEAST OF A WITNESS POST AND 49 FEET
 JA1270'SOUTH OF A FENCE.
 JA1270'
 JA1270'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JA1270'SQUARE CONCRETE POST
 JA1270'WHICH PROJECTS ABOUT 2-INCHES ABOVE THE SURFACE OF THE
 JA1270'GROUND AND IS STAMPED BUMP NO 2
 JA1270'1961.  THE MARK IS 86.1 FEET
 JA1270'WEST-NORTHWEST OF A WITNESS POST.  46 FEET WEST OF
 JA1270'A TRIANGLE BLAZED
 JA1270'TREE, 11 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 2.5 FEET SOUTH
 JA1270'OF A FENCE.
 JA1270'
 JA1270'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH SQUARE
 JA1270'CONCRETE POST WHICH IS SET
 JA1270'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JA1270'BUMP 1961.  THE MARK IS 59 FEET
 JA1270'NORTH OF A POWER POLE, 52 FEET
 JA1270'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 27
 JA1270'FEET NORTH-NORTHWEST
 JA1270'OF THE NORTHWEST CORNER OF A LOG SHED, 3 FEET NORTH-NORTHWEST OF
 JA1270'THE WEST ON OF
 JA1270'THREE CLOTHES LINE POLES AND 1 FOOT WEST OF A FENCE.
 JA1270'
 JA1270'NOTE- A CONSIDERABLE AMOUNT OF CLEARING IS NEEDED TO MAKE THE AZIMUTH
 JA1270'MARK VISIBLE FROM THE
 JA1270'GROUND AT THE STATION.
 JA1270'
 JA1270'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 JA1270
 JA1270                          STATION RECOVERY (1961)
 JA1270
 JA1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JA1270'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 JA1270'IN GOOD CONDITION.  THE
 JA1270'DISTANCE TO REFERENCE MARK 2 CHECKED.  THE DISTANCES
 JA1270'AND DIRECTIONS TO REFERENCE MARK 1
 JA1270'AND THE AZIMUTH DID NOT CHECK.
 JA1270'
 JA1270'THE TO REACH, GO EAST ON NORTH STREET, INSTEAD OF EAST ON COURT
 JA1270'STREET.
 JA1270
 JA1270                          STATION RECOVERY (1961)
 JA1270
 JA1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JA1270'3.8 MI SE FROM GRAYVILLE.
 JA1270'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 JA1270'COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN GRAYVILLE,
 JA1270'THENCE 0.6 MILE EAST ALONG AN ASPHALT-PAVED ROAD, THENCE 1.1
 JA1270'MILES SOUTH ALONG AN ASPHALT-PAVED ROAD, THENCE 0.25 MILE WEST
 JA1270'ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH AND NORTHEAST ALONG A
 JA1270'TRACK ROAD TO THE TOP OF THE HILL, 24.5 FEET SOUTH OF A FENCE,
 JA1270'44.5 FEET SOUTHEAST OF A TRIANGLE-BLAZED TREE, 77 FEET NORTH OF
 JA1270'AN ABANDONED OIL WELL SHUT-OFF PIPE, 3.8 FEET NORTH OF A METAL
 JA1270'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1270'2 INCHES.
 JA1270
 JA1270                          STATION RECOVERY (1964)
 JA1270
 JA1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JA1270'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 JA1270'RECOVERED AS DESCRIBED
 JA1270'AND FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION TO
 JA1270'REACH THE STATION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1272 ***********************************************************************
 JA1272  DESIGNATION -  BUMP AZ MK
 JA1272  PID         -  JA1272
 JA1272  STATE/COUNTY-  IL/WHITE
 JA1272  USGS QUAD   -  NEW HARMONY (1980)
 JA1272
 JA1272                         *CURRENT SURVEY CONTROL
 JA1272  ___________________________________________________________________
 JA1272* NAD 83(1986)-  38 13 38.     (N)    087 59 14.     (W)     SCALED    
 JA1272* NAVD 88     -       124.082  (meters)     407.09   (feet)  ADJUSTED  
 JA1272  ___________________________________________________________________
 JA1272  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JA1272  DYNAMIC HT  -         124.001 (meters)     406.83  (feet)  COMP
 JA1272  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 JA1272
 JA1272  VERT ORDER  -  SECOND    CLASS 0
 JA1272
 JA1272.The horizontal coordinates were scaled from a topographic map and have
 JA1272.an estimated accuracy of +/- 6 seconds.
 JA1272
 JA1272.The orthometric height was determined by differential leveling
 JA1272.and adjusted by the National Geodetic Survey in June 1991..
 JA1272
 JA1272.The geoid height was determined by GEOID03.
 JA1272
 JA1272.The dynamic height is computed by dividing the NAVD 88
 JA1272.geopotential number by the normal gravity value computed on the
 JA1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1272.degrees latitude (g = 980.6199 gals.).
 JA1272
 JA1272.The modeled gravity was interpolated from observed gravity values.
 JA1272
 JA1272;                    North         East    Units  Estimated Accuracy
 JA1272;SPC IL E     -   173,250.      330,310.      MT  (+/- 180 meters Scaled)
 JA1272
 JA1272                          SUPERSEDED SURVEY CONTROL
 JA1272
 JA1272  NGVD 29 (??/??/92)  124.211  (m)          407.52   (f) ADJ UNCH    2 0
 JA1272
 JA1272.Superseded values are not recommended for survey control.
 JA1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1272.See file dsdata.txt to determine how the superseded data were derived.
 JA1272
 JA1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH135314(NAD 83)
 JA1272_MARKER: DZ = AZIMUTH MARK DISK
 JA1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1272_STAMPING: BUMP 1961
 JA1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1272+STABILITY: SURFACE MOTION
 JA1272
 JA1272  HISTORY     - Date     Condition        Report By
 JA1272  HISTORY     - 1961     MONUMENTED       CGS
 JA1272
 JA1272                          STATION DESCRIPTION
 JA1272
 JA1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JA1272'3 MI SE FROM GRAYVILLE.
 JA1272'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 JA1272'COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN GRAYVILLE,
 JA1272'THENCE 0.6 MILE EAST ALONG AN ASPHALT-PAVED ROAD, THENCE 0.9
 JA1272'MILE SOUTH ALONG AN ASPHALT-PAVED ROAD, THENCE 0.05 MILE WEST
 JA1272'ALONG A DRIVE TO A HOUSE, 53 FEET NORTHWEST OF THE NORTHWEST
 JA1272'CORNER OF THE HOUSE, 107 FEET NORTH-NORTHEAST OF A POWER POLE
 JA1272'WITH A TRANSFORMER, 59.5 FEET NORTH OF A POWER POLE WITH A METER,
 JA1272'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1271 ***********************************************************************
 JA1271  DESIGNATION -  BUMP RM 1
 JA1271  PID         -  JA1271
 JA1271  STATE/COUNTY-  IL/WHITE
 JA1271  USGS QUAD   -  NEW HARMONY (1980)
 JA1271
 JA1271                         *CURRENT SURVEY CONTROL
 JA1271  ___________________________________________________________________
 JA1271* NAD 83(1986)-  38 13 38.     (N)    087 59 22.     (W)     SCALED    
 JA1271* NAVD 88     -       137.288  (meters)     450.42   (feet)  ADJUSTED  
 JA1271  ___________________________________________________________________
 JA1271  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JA1271  DYNAMIC HT  -         137.198 (meters)     450.12  (feet)  COMP
 JA1271  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 JA1271
 JA1271  VERT ORDER  -  SECOND    CLASS 0
 JA1271
 JA1271.The horizontal coordinates were scaled from a topographic map and have
 JA1271.an estimated accuracy of +/- 6 seconds.
 JA1271
 JA1271.The orthometric height was determined by differential leveling
 JA1271.and adjusted by the National Geodetic Survey in June 1991..
 JA1271
 JA1271.The geoid height was determined by GEOID03.
 JA1271
 JA1271.The dynamic height is computed by dividing the NAVD 88
 JA1271.geopotential number by the normal gravity value computed on the
 JA1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1271.degrees latitude (g = 980.6199 gals.).
 JA1271
 JA1271.The modeled gravity was interpolated from observed gravity values.
 JA1271
 JA1271;                    North         East    Units  Estimated Accuracy
 JA1271;SPC IL E     -   173,250.      330,110.      MT  (+/- 180 meters Scaled)
 JA1271
 JA1271                          SUPERSEDED SURVEY CONTROL
 JA1271
 JA1271  NGVD 29 (??/??/92)  137.417  (m)          450.84   (f) ADJ UNCH    2 0
 JA1271
 JA1271.Superseded values are not recommended for survey control.
 JA1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1271.See file dsdata.txt to determine how the superseded data were derived.
 JA1271
 JA1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH133314(NAD 83)
 JA1271_MARKER: DR = REFERENCE MARK DISK
 JA1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1271_STAMPING: BUMP NO 1 1961
 JA1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1271+STABILITY: SURFACE MOTION
 JA1271
 JA1271  HISTORY     - Date     Condition        Report By
 JA1271  HISTORY     - 1961     MONUMENTED       CGS
 JA1271
 JA1271                          STATION DESCRIPTION
 JA1271
 JA1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JA1271'3.8 MI SE FROM GRAYVILLE.
 JA1271'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 JA1271'COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN GRAYVILLE,
 JA1271'THENCE 0.6 MILE EAST ALONG AN ASPHALT-PAVED ROAD, THENCE 1.1
 JA1271'MILES SOUTH ALONG AN ASPHALT-PAVED ROAD, THENCE 0.25 MILE WEST
 JA1271'ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH AND NORTHEAST ALONG A
 JA1271'TRACK ROAD TO THE TOP OF THE HILL, 38.5 FEET SOUTH OF A FENCE,
 JA1271'120 FEET EAST OF A TRIANGLE-BLAZED TREE, 38 FEET SOUTH-SOUTHEAST
 JA1271'OF AN APPLE TREE IN THE FENCE LINE, 82.0 FEET EAST OF
 JA1271'TRIANGULATION STATION BUMP, 82.1 FEET EAST OF A METAL WITNESS
 JA1271'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1269 ***********************************************************************
 JA1269  DESIGNATION -  BUMP RM 2
 JA1269  PID         -  JA1269
 JA1269  STATE/COUNTY-  IL/WHITE
 JA1269  USGS QUAD   -  NEW HARMONY (1980)
 JA1269
 JA1269                         *CURRENT SURVEY CONTROL
 JA1269  ___________________________________________________________________
 JA1269* NAD 83(1986)-  38 13 38.     (N)    087 59 22.     (W)     SCALED    
 JA1269* NAVD 88     -       139.675  (meters)     458.25   (feet)  ADJUSTED  
 JA1269  ___________________________________________________________________
 JA1269  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JA1269  DYNAMIC HT  -         139.583 (meters)     457.95  (feet)  COMP
 JA1269  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 JA1269
 JA1269  VERT ORDER  -  SECOND    CLASS 0
 JA1269
 JA1269.The horizontal coordinates were scaled from a topographic map and have
 JA1269.an estimated accuracy of +/- 6 seconds.
 JA1269
 JA1269.The orthometric height was determined by differential leveling
 JA1269.and adjusted by the National Geodetic Survey in June 1991..
 JA1269
 JA1269.The geoid height was determined by GEOID03.
 JA1269
 JA1269.The dynamic height is computed by dividing the NAVD 88
 JA1269.geopotential number by the normal gravity value computed on the
 JA1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1269.degrees latitude (g = 980.6199 gals.).
 JA1269
 JA1269.The modeled gravity was interpolated from observed gravity values.
 JA1269
 JA1269;                    North         East    Units  Estimated Accuracy
 JA1269;SPC IL E     -   173,250.      330,110.      MT  (+/- 180 meters Scaled)
 JA1269
 JA1269                          SUPERSEDED SURVEY CONTROL
 JA1269
 JA1269  NGVD 29 (??/??/92)  139.803  (m)          458.67   (f) ADJ UNCH    2 0
 JA1269
 JA1269.Superseded values are not recommended for survey control.
 JA1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1269.See file dsdata.txt to determine how the superseded data were derived.
 JA1269
 JA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH133314(NAD 83)
 JA1269_MARKER: DR = REFERENCE MARK DISK
 JA1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1269_STAMPING: BUMP NO 2 1961
 JA1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1269+STABILITY: SURFACE MOTION
 JA1269
 JA1269  HISTORY     - Date     Condition        Report By
 JA1269  HISTORY     - 1961     MONUMENTED       CGS
 JA1269
 JA1269                          STATION DESCRIPTION
 JA1269
 JA1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JA1269'3.8 MI SE FROM GRAYVILLE.
 JA1269'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 JA1269'COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN GRAYVILLE,
 JA1269'THENCE 0.6 MILE EAST ALONG AN ASPHALT-PAVED ROAD, THENCE 1.1
 JA1269'MILES SOUTH ALONG AN ASPHALT-PAVED ROAD, THENCE 0.25 MILE WEST
 JA1269'ALONG A DIRT ROAD, THENCE 0.3 MILE NORTH AND NORTHEAST ALONG A
 JA1269'TRACK ROAD TO THE TOP OF THE HILL, 2.5 FEET SOUTH OF A FENCE, 46
 JA1269'FEET WEST OF A TRIANGLE-BLAZED TREE, 85.4 FEET WEST-NORTHWEST OF
 JA1269'TRIANGULATION STATION BUMP, 85.9 FEET WEST-NORTHWEST OF A METAL
 JA1269'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JA1269'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1585 ***********************************************************************
 HB1585  DESIGNATION -  BUNCOMBE
 HB1585  PID         -  HB1585
 HB1585  STATE/COUNTY-  IL/JOHNSON
 HB1585  USGS QUAD   -  VIENNA (1996)
 HB1585
 HB1585                         *CURRENT SURVEY CONTROL
 HB1585  ___________________________________________________________________
 HB1585* NAD 83(1997)-  37 28 46.20220(N)    088 58 13.22119(W)     ADJUSTED  
 HB1585* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 HB1585  ___________________________________________________________________
 HB1585  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 HB1585  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HB1585
 HB1585  HORZ ORDER  -  SECOND
 HB1585
 HB1585.The horizontal coordinates were established by classical geodetic methods
 HB1585.and adjusted by the National Geodetic Survey in October 1999..
 HB1585
 HB1585.The orthometric height was scaled from a topographic map.
 HB1585
 HB1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1585
 HB1585.The geoid height was determined by GEOID03.
 HB1585
 HB1585;                    North         East     Units Scale Factor Converg.
 HB1585;SPC IL E     -    90,395.837   243,658.181   MT  1.00001409   -0 23 15.4
 HB1585;SPC IL E     -   296,573.68    799,401.88   sFT  1.00001409   -0 23 15.4
 HB1585;UTM  16      - 4,149,890.213   325,784.973   MT  0.99997386   -1 11 57.2
 HB1585
 HB1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1585!SPC IL E     -   0.99997124  x   1.00001409  =   0.99998533
 HB1585!UTM  16      -   0.99997124  x   0.99997386  =   0.99994510
 HB1585
 HB1585|---------------------------------------------------------------------|
 HB1585| PID    Reference Object                     Distance      Geod. Az  |
 HB1585|                                                           dddmmss.s |
 HB1585| CI3144 BUNCOMBE RM 1                         8.768 METERS 00023     |
 HB1585| CI3143 BUNCOMBE AZ MK                                     0024020.4 |
 HB1585| CI3145 BUNCOMBE RM 2                         8.644 METERS 18010     |
 HB1585|---------------------------------------------------------------------|
 HB1585
 HB1585                          SUPERSEDED SURVEY CONTROL
 HB1585
 HB1585  NAD 83(1997)-  37 28 46.20798(N)    088 58 13.22092(W) AD(       ) 2
 HB1585  NAD 83(1986)-  37 28 46.20958(N)    088 58 13.22193(W) AD(       ) 2
 HB1585  NAD 27      -  37 28 46.02313(N)    088 58 12.96786(W) AD(       ) 2
 HB1585
 HB1585.Superseded values are not recommended for survey control.
 HB1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1585.See file dsdata.txt to determine how the superseded data were derived.
 HB1585
 HB1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2578549890(NAD 83)
 HB1585_MARKER: DS = TRIANGULATION STATION DISK
 HB1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1585
 HB1585  HISTORY     - Date     Condition        Report By
 HB1585  HISTORY     - 1957     MONUMENTED       CGS
 HB1585
 HB1585                          STATION DESCRIPTION
 HB1585
 HB1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1585'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF VIENNA, ABOUT 5
 HB1585'MILES SOUTH OF GOREVILLE AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 HB1585'37.  IT IS 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 6 FEET
 HB1585'SOUTHEAST OF A WHITE WITNESS POST AND 3.5 FEET EAST OF A POWER LINE
 HB1585'POLE.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED BUNCOMBE 1957.
 HB1585'
 HB1585'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 37 AND STATE
 HB1585'HIGHWAY 146, ABOUT 4.5 MILES WEST OF VIENNA, GO NORTH ON HIGHWAY 37
 HB1585'FOR 3.75 MILES TO THE STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 HB1585'
 HB1585'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY 37 FOR
 HB1585'0.3 MILE TO THE MARK ON THE RIGHT, EAST SIDE OF THE ROAD.
 HB1585'
 HB1585'REFERENCE MARK 1 IS 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 25
 HB1585'FEET NORTH OF A WHITE WITNESS POST AND 27 FEET NORTH OF A POWER
 HB1585'LINE POLE.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED BUNCOMBE NO
 HB1585'1 1957.
 HB1585'
 HB1585'REFERENCE MARK 2 IS 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32
 HB1585'FEET SOUTH OF A WHITE WITNESS POST AND 30 FEET SOUTH OF A POWER
 HB1585'LINE POLE.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED BUNCOMBE NO
 HB1585'2 1957.
 HB1585'
 HB1585'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 6
 HB1585'FEET WEST OF A FENCE, 5 FEET SOUTH OF AN EIGHT INCH TREE AND 3 FEET
 HB1585'SOUTH OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND
 HB1585'THE MARK IS STAMPED BUNCOMBE 1957.
 HB1585'
 HB1585'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1469 ***********************************************************************
 MF1469  DESIGNATION -  BUNKER
 MF1469  PID         -  MF1469
 MF1469  STATE/COUNTY-  IL/LA SALLE
 MF1469  USGS QUAD   -  STARVED ROCK (1970)
 MF1469
 MF1469                         *CURRENT SURVEY CONTROL
 MF1469  ___________________________________________________________________
 MF1469* NAD 83(1997)-  41 16 59.65721(N)    088 57 59.63969(W)     ADJUSTED  
 MF1469* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 MF1469  ___________________________________________________________________
 MF1469  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 MF1469  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MF1469
 MF1469  HORZ ORDER  -  FIRST
 MF1469
 MF1469.The horizontal coordinates were established by classical geodetic methods
 MF1469.and adjusted by the National Geodetic Survey in October 1999..
 MF1469
 MF1469.The orthometric height was scaled from a topographic map.
 MF1469
 MF1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1469
 MF1469.The geoid height was determined by GEOID03.
 MF1469
 MF1469;                    North         East     Units Scale Factor Converg.
 MF1469;SPC IL E     -   512,689.898   246,952.712   MT  1.00000962   -0 25 04.1
 MF1469;SPC IL E     - 1,682,050.11    810,210.69   sFT  1.00000962   -0 25 04.1
 MF1469;UTM  16      - 4,572,065.059   335,314.532   MT  0.99993379   -1 17 52.1
 MF1469
 MF1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1469!SPC IL E     -   0.99997065  x   1.00000962  =   0.99998027
 MF1469!UTM  16      -   0.99997065  x   0.99993379  =   0.99990444
 MF1469
 MF1469:                Primary Azimuth Mark                     Grid Az
 MF1469:SPC IL E     -  FISHER BOND GLASS WKS W STK              058 17 56.1
 MF1469:UTM  16      -  FISHER BOND GLASS WKS W STK              059 10 44.1
 MF1469
 MF1469|---------------------------------------------------------------------|
 MF1469| PID    Reference Object                     Distance      Geod. Az  |
 MF1469|                                                           dddmmss.s |
 MF1469| CI7412 FISHER BOND GLASS WKS W STK                        0575252.0 |
 MF1469| MF1452 AIR BCN 1 MILE E OF MARSEILLES      APPROX.25.5 KM 0790516.3 |
 MF1469| MF1466 GRAND RIDGE AIR BEACON              APPROX.14.2 KM 1041321.6 |
 MF1469| MF1470 BUNKER 2                              2.656 METERS 11055     |
 MF1469| CI6784 BUNKER RM 1                                        1804246.7 |
 MF1469| MF1621 OGLESBY MUNICIPAL TANK              APPROX. 8.0 KM 2780506.6 |
 MF1469| MF1633 OGLESBY MARQUETTE CO NE STACK       APPROX. 7.0 KM 2823723.2 |
 MF1469| MF1636 PERU WESTERN CLOCK CO W STACK       APPROX.12.9 KM 2924820.9 |
 MF1469| MF1634 PERU WESTERN CLOCK CO E STACK       APPROX.12.8 KM 2925116.7 |
 MF1469| CI6785 BUNKER RM 2                          25.480 METERS 29645     |
 MF1469| MF1637 LA SALLE SOUTH MUNICIPAL TANK       APPROX.11.9 KM 2992427.9 |
 MF1469| MF1629 LA SALLE CATH CHURCH W SPIRE        APPROX.12.2 KM 3000246.4 |
 MF1469| MF1635 LA SALLE NORTH MUNICIPAL TANK       APPROX.12.6 KM 3035654.5 |
 MF1469|---------------------------------------------------------------------|
 MF1469
 MF1469                          SUPERSEDED SURVEY CONTROL
 MF1469
 MF1469  NAD 83(1986)-  41 16 59.66374(N)    088 57 59.64832(W) AD(       ) 1
 MF1469  NAD 27      -  41 16 59.53600(N)    088 57 59.36000(W) AD(       ) 1
 MF1469
 MF1469.Superseded values are not recommended for survey control.
 MF1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1469.See file dsdata.txt to determine how the superseded data were derived.
 MF1469
 MF1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3531572065(NAD 83)
 MF1469_MARKER: DS = TRIANGULATION STATION DISK
 MF1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1469
 MF1469  HISTORY     - Date     Condition        Report By
 MF1469  HISTORY     - 1930     MONUMENTED       CGS
 MF1469  HISTORY     - 1939     GOOD             CGS
 MF1469  HISTORY     - 1965     SEE DESCRIPTION  CGS
 MF1469  HISTORY     - 19970820 MARK NOT FOUND   USPSQD
 MF1469  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF1469
 MF1469                          STATION DESCRIPTION
 MF1469
 MF1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF1469'STATION IS ABOUT 7 MILES W, AND 5 MILES S OF OTTAWA, 11
 MF1469'MILES SE OF LA SALLE, 2.7 MILES S OF PAVED HIGHWAY 7A, 1/2
 MF1469'MILE E AND 3/4 MILE S OF THE DIMMICK SCHOOL, 3/4 MILE N OF
 MF1469'THE BUNKER SCHOOL, NEAR THE W SIDE CENTER OF THE SW 1/4 OF
 MF1469'SEC. 35, T 33 N, R 2 E, ON THE HIGHEST PART OF A KNOLL, ON
 MF1469'THE E SIDE OF THE SECTION-LINE ROAD, IN PASTURE LAND.  IT IS
 MF1469'16.1 METERS E OF THE CENTER LINE OF THE SECTION-LINE ROAD,
 MF1469'6.11 METERS E OF A FENCE, AND 49.21 METERS S OF A FENCE.  THE
 MF1469'MARK IS DEPRESSED 12 INCHES.
 MF1469'
 MF1469'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1469'DISKS SET IN CONCRETE.
 MF1469'
 MF1469'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE THE SURFACE AND IS IN
 MF1469'THE EXTREME SW CORNER OF THE SAME 1/4 SECTION.  THE MARK IS
 MF1469'12.45 METERS NE OF THE INTERSECTION OF THE SECTION-LINE ROADS,
 MF1469'AND 1.16 METERS NE OF A FENCE CORNER.  REFERENCE MARK NO. 2
 MF1469'IS 4 INCHES ABOVE THE SURFACE AND ON THE W SIDE OF THE SECTION
 MF1469'ROAD, ABOUT 20 METERS N OF THE STATION.  IT IS 7.3 METERS W OF
 MF1469'THE CENTER LINE OF THE ROAD, AND 1.60 METERS E OF A FENCE.
 MF1469'
 MF1469'TO REACH FROM LA SALLE, FOLLOW HIGHWAY 7A IN SOUTHEASTERLY
 MF1469'DIRECTION ACROSS BRIDGE AND AROUND STARVED ROCK PARK, A TOTAL
 MF1469'OF 7.6 MILES TO DIRT ROAD LEADING S WITH FILLING STATION
 MF1469'ON CORNER.  GO S HERE 1.1 MILES THEN E 0.8 MILE, AND S 1.55
 MF1469'MILES TO STATION.
 MF1469'
 MF1469'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF1469
 MF1469                          STATION RECOVERY (1939)
 MF1469
 MF1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SAD)
 MF1469'STATION RECOVERED AS DESCRIBED, ALTHOUGH THE MARK BEING UNDERGROUND
 MF1469'IN AN ALFALFA FIELD, WAS NOT ACTUALLY SEEN.  THE SURROUNDINGS
 MF1469'REMAIN UNCHANGED.  THE STATION IS NOT ACCESSIBLE FROM THE ROAD ON
 MF1469'ACCOUNT OF HIGH BANK ALONG CUT AND HIGH TIGHT WIRE FENCE.  ACCESS
 MF1469'WOULD HAVE TO BE THROUGH BARNYARD SOME DISTANCE AWAY, THROUGH
 MF1469'GATES AND ACROSS CULTIVATED GROUND.  THEREFORE NOT SUITABLE
 MF1469'AS A MAGNETIC REPEAT STATION.
 MF1469'
 MF1469'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION, BUT IS
 MF1469'ABOUT FLUSH INSTEAD OF 4 INCHES ABOVE.  TOO CLOSE IN FENCE
 MF1469'CORNER TO SERVE AS MAGNETIC STATION.  REFERENCE MARK NO. 2
 MF1469'RECOVERED, EXCEPT THAT IT IS 6 INCHES ABOVE GROUND, INSTEAD
 MF1469'OF 4 INCHES, AND IS ONLY 1.0 METER E OF THE FENCE, INSTEAD
 MF1469'OF 1.6 METERS.  THE FENCE IS OF WIRE WITH WOODEN POSTS.
 MF1469'THE TWO POSTS NEAREST THE STATION ARE BRACED BY A 1 1/2-INCH
 MF1469'IRON PIPE PLACED HORIZONTALLY BETWEEN THEM ABOUT 2 FEET ABOVE
 MF1469'GROUND.  THEREFORE UNSUITABLE AS MAGNETIC STATION.
 MF1469'
 MF1469'THE PAVED HIGHWAY REFERRED TO IN THE DESCRIPTION AS NO. 7A, IS
 MF1469'NOW NO. 71.
 MF1469
 MF1469                          STATION RECOVERY (1965)
 MF1469
 MF1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 MF1469'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 MF1469'GOOD CONDITION.  THE STATION MARK AND R.M. NO. 2 WERE IN
 MF1469'THE WAY OF ROAD CONSTRUCTION SO THEY WERE DESTROYED AND
 MF1469'A NEW STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY.  FOR
 MF1469'DETAILS SEE DESCRIPTION FOR BUNKER 2 1965.
 MF1469
 MF1469                          STATION RECOVERY (1997)
 MF1469
 MF1469'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1469'MARK NOT FOUND.
 MF1469
 MF1469                          STATION RECOVERY (2002)
 MF1469
 MF1469'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1469'RM 1 AND RM 2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1470 ***********************************************************************
 MF1470  DESIGNATION -  BUNKER 2
 MF1470  PID         -  MF1470
 MF1470  STATE/COUNTY-  IL/LA SALLE
 MF1470  USGS QUAD   -  STARVED ROCK (1970)
 MF1470
 MF1470                         *CURRENT SURVEY CONTROL
 MF1470  ___________________________________________________________________
 MF1470* NAD 83(1997)-  41 16 59.62647(N)    088 57 59.53309(W)     ADJUSTED  
 MF1470* NAVD 88     -       220.1    (meters)     722.     (feet)  GPS OBS   
 MF1470  ___________________________________________________________________
 MF1470  X           -      86,575.171 (meters)                     COMP
 MF1470  Y           -  -4,799,256.288 (meters)                     COMP
 MF1470  Z           -   4,186,234.669 (meters)                     COMP
 MF1470  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 MF1470  ELLIP HEIGHT-         187.24  (meters)          (02/03/05) GPS OBS
 MF1470  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MF1470
 MF1470  HORZ ORDER  -  FIRST
 MF1470  ELLP ORDER  -  FOURTH    CLASS II
 MF1470
 MF1470.The horizontal coordinates were established by GPS observations
 MF1470.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF1470
 MF1470.The orthometric height was determined by GPS observations and a
 MF1470.high-resolution geoid model.
 MF1470
 MF1470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1470
 MF1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1470
 MF1470.The ellipsoidal height was determined by GPS observations
 MF1470.and is referenced to NAD 83.
 MF1470
 MF1470.The geoid height was determined by GEOID03.
 MF1470
 MF1470;                    North         East     Units Scale Factor Converg.
 MF1470;SPC IL E     -   512,688.932   246,955.185   MT  1.00000961   -0 25 04.0
 MF1470;SPC IL E     - 1,682,046.94    810,218.80   sFT  1.00000961   -0 25 04.0
 MF1470;UTM  16      - 4,572,064.055   335,316.990   MT  0.99993378   -1 17 52.0
 MF1470
 MF1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1470!SPC IL E     -   0.99997063  x   1.00000961  =   0.99998024
 MF1470!UTM  16      -   0.99997063  x   0.99993378  =   0.99990441
 MF1470
 MF1470:                Primary Azimuth Mark                     Grid Az
 MF1470:SPC IL E     -  BUNKER RM 1                              180 54 15.7
 MF1470:UTM  16      -  BUNKER RM 1                              181 47 03.7
 MF1470
 MF1470|---------------------------------------------------------------------|
 MF1470| PID    Reference Object                     Distance      Geod. Az  |
 MF1470|                                                           dddmmss.s |
 MF1470| CI6784 BUNKER RM 1                                        1802911.7 |
 MF1470| CI6786 BUNKER 2 AZ MK                                     1810719.7 |
 MF1470| CI6787 BUNKER 2 RM 3                        29.883 METERS 26732     |
 MF1470| MF1469 BUNKER                                2.656 METERS 29055     |
 MF1470| MF1636 PERU WESTERN CLOCK CO W STACK       APPROX.12.9 KM 2924819.6 |
 MF1470| MF1634 PERU WESTERN CLOCK CO E STACK       APPROX.12.8 KM 2925115.4 |
 MF1470| CI6788 BUNKER 2 RM 4                        15.241 METERS 35501     |
 MF1470|---------------------------------------------------------------------|
 MF1470
 MF1470                          SUPERSEDED SURVEY CONTROL
 MF1470
 MF1470  ELLIP H (03/04/03)  187.26   (m)                       GP(       ) 4 2
 MF1470  NAD 83(1997)-  41 16 59.62530(N)    088 57 59.53262(W) AD(       ) 2
 MF1470  NAD 83(1986)-  41 16 59.63185(N)    088 57 59.54128(W) AD(       ) 2
 MF1470  NAD 27      -  41 16 59.50400(N)    088 57 59.25300(W) AD(       ) 2
 MF1470
 MF1470.Superseded values are not recommended for survey control.
 MF1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1470.See file dsdata.txt to determine how the superseded data were derived.
 MF1470
 MF1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3531772064(NAD 83)
 MF1470_MARKER: DS = TRIANGULATION STATION DISK
 MF1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1470_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1470+STABILITY: SURFACE MOTION
 MF1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1470+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 MF1470
 MF1470  HISTORY     - Date     Condition        Report By
 MF1470  HISTORY     - 1965     MONUMENTED       CGS
 MF1470  HISTORY     - 19970820 GOOD             USPSQD
 MF1470  HISTORY     - 200205   GOOD             ASCPC
 MF1470  HISTORY     - 20020923 GOOD             USPSQD
 MF1470
 MF1470                          STATION DESCRIPTION
 MF1470
 MF1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 MF1470'ABOUT 7 MILES WEST AND 5 MILES SOUTH OF OTTAWA, ABOUT 5-1/4
 MF1470'MILES SOUTH OF UTICA AND IS IN THE SOUTHWEST 1/4 OF SEC. 35,
 MF1470'T 33 N, R 1 E.
 MF1470'
 MF1470'THE STATION MARK IS 57 FEET EAST ON THE CENTER LINE OF THE ROAD
 MF1470'AND 2.5 FEET NORTH OF THE METAL WITNESS POST.  THE MARK PROJECTS
 MF1470'2 INCHES AND THE DISK IS STAMPED BUNKER 2 1965.
 MF1470'
 MF1470'TO REACH THE STATION FROM UTICA, FROM MAIN INTERSECTION, GO
 MF1470'SOUTH ON STATE HIGHWAY 178 FOR 0.9 MILE TO CENTER OF BRIDGE
 MF1470'OVER THE ILLINOIS RIVER, CONTINUE SOUTH 1.3 MILE TO THE JUNCTION
 MF1470'OF STATE HIGHWAY 71, TURN LEFT AND GO EAST FOR 1.5 MILES TO
 MF1470'A T-INTERSECTION AT A POINT WHERE ROUTE 71 TURNS LEFT, TURN
 MF1470'RIGHT AND GO SOUTH 1.0 MILE TO A T-INTERSECTION, TURN LEFT
 MF1470'AND GO EAST FOR 0.75 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 MF1470'AND GO SOUTH FOR 0.8 MILE TO THE STATION ON THE LEFT.
 MF1470'
 MF1470'R.M. NO. 3 IS 98.04 FEET WEST OF THE STATION, 41 FEET WEST OF
 MF1470'THE CENTER LINE OF THE ROAD AND 1.75 FEET SOUTH OF A METAL
 MF1470'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 MF1470'STAMPED BUNKER 2 NO. 3 1965.
 MF1470'
 MF1470'R.M. NO. 4 IS 50.0 FEET NORTH-NORTHWEST OF THE STATION AND
 MF1470'IS 41 FEET EAST OF THE CENTER LINE OF THE ROAD.  MARK PROJECTS
 MF1470'2 INCHES AND THE DISK IS STAMPED BUNKER 2 NO. 4 1965.
 MF1470'
 MF1470'R.M. NO. 1 (AZIMUTH MARK) IS ABOUT 0.25 MILE SOUTH OF A STATION,
 MF1470'IN THE NORTHEAST ANGLE OF CROSSROADS, 31 FEET EAST OF THE
 MF1470'CENTER LINE OF THE NORTH-SOUTH ROAD, 24.5 FEET NORTH OF THE
 MF1470'CENTER LINE OF THE EAST-WEST ROAD AND 1.5 FEET NORTH OF A
 MF1470'METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MF1470'DISK IS STAMPED BUNKER NO. 1 1930.
 MF1470
 MF1470                          STATION RECOVERY (1997)
 MF1470
 MF1470'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1470'RECOVERED IN GOOD CONDITION.
 MF1470
 MF1470                          STATION RECOVERY (2002)
 MF1470
 MF1470'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1470'RECOVERED AS DESCRIBED
 MF1470' 
 MF1470'
 MF1470
 MF1470                          STATION RECOVERY (2002)
 MF1470
 MF1470'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1470'RM 3 AND RM 4 FOUND. RM 4 DISC MISSING, PIN INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2960 ***********************************************************************
 AH2960  DESIGNATION -  BUR180 1A
 AH2960  PID         -  AH2960
 AH2960  STATE/COUNTY-  IL/BUREAU
 AH2960  USGS QUAD   -  PRINCETON SOUTH (1979)
 AH2960
 AH2960                         *CURRENT SURVEY CONTROL
 AH2960  ___________________________________________________________________
 AH2960* NAD 83(1997)-  41 15 53.55130(N)    089 23 30.40330(W)     ADJUSTED  
 AH2960* NAVD 88     -       151.9    (meters)     498.     (feet)  GPS OBS   
 AH2960  ___________________________________________________________________
 AH2960  X           -      50,967.394 (meters)                     COMP
 AH2960  Y           -  -4,801,059.822 (meters)                     COMP
 AH2960  Z           -   4,184,657.489 (meters)                     COMP
 AH2960  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AH2960  ELLIP HEIGHT-         118.79  (meters)          (12/06/04) GPS OBS
 AH2960  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AH2960
 AH2960  HORZ ORDER  -  FIRST
 AH2960  ELLP ORDER  -  FOURTH    CLASS I
 AH2960
 AH2960.The horizontal coordinates were established by GPS observations
 AH2960.and adjusted by the National Geodetic Survey in September 1998..
 AH2960
 AH2960.The orthometric height was determined by GPS observations and a
 AH2960.high-resolution geoid model.
 AH2960
 AH2960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2960
 AH2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2960
 AH2960.The ellipsoidal height was determined by GPS observations
 AH2960.and is referenced to NAD 83.
 AH2960
 AH2960.The geoid height was determined by GEOID03.
 AH2960
 AH2960;                    North         East     Units Scale Factor Converg.
 AH2960;SPC IL W     -   510,729.512   764,930.089   MT  0.99999304   +0 30 39.9
 AH2960;SPC IL W     - 1,675,618.41  2,509,608.13   sFT  0.99999304   +0 30 39.9
 AH2960;UTM  16      - 4,570,920.345   299,647.503   MT  1.00009404   -1 34 40.8
 AH2960
 AH2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2960!SPC IL W     -   0.99998137  x   0.99999304  =   0.99997441
 AH2960!UTM  16      -   0.99998137  x   1.00009404  =   1.00007541
 AH2960
 AH2960                          SUPERSEDED SURVEY CONTROL
 AH2960
 AH2960  ELLIP H (09/15/98)  118.82   (m)                       GP(       ) 3 1
 AH2960
 AH2960.Superseded values are not recommended for survey control.
 AH2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2960.See file dsdata.txt to determine how the superseded data were derived.
 AH2960
 AH2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9964870920(NAD 83)
 AH2960_MARKER: I = METAL ROD
 AH2960_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2960_STAMPING: BUR180-1A
 AH2960_MARK LOGO: ILDT  
 AH2960_PROJECTION: RECESSED 5 CENTIMETERS
 AH2960_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2960+STABILITY: POSITION/ELEVATION WELL
 AH2960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2960+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AH2960_ROD/PIPE-DEPTH:  2.4 meters
 AH2960_SLEEVE-DEPTH  :  0.9 meters
 AH2960
 AH2960  HISTORY     - Date     Condition        Report By
 AH2960  HISTORY     - 1996     MONUMENTED       SECI
 AH2960  HISTORY     - 20010601 GOOD             USPSQD
 AH2960  HISTORY     - 20050707 GOOD             USPSQD
 AH2960
 AH2960                          STATION DESCRIPTION
 AH2960
 AH2960'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2960'STATION IS LOCATED APPROXIMATELY 2.1 MI (3.4 KM) SOUTHWEST OF BUREAU,
 AH2960'6.2 MI (10.0 KM) SOUTHEAST OF TISKILWA IN THE SOUTHWEST 1/4 OF SECTION
 AH2960'19, T 15 N, R 10 E.  THE STATION IS LOCATED 307.3 FT (93.7 M) SOUTH OF
 AH2960'THE CENTERLINE OF THE WESTBOUND/NORTHBOUND LANES OF INTERSTATE ROUTE
 AH2960'180, 71.3 FT (21.7 M) NORTH OF THE THE CENTERLINE OF THE
 AH2960'EASTBOUND/SOUTHBOUND LANES OF INTERSTATE ROUTE 180, 136.8 FT (41.7 M)
 AH2960'WEST OF THE CENTERLINE OF ILLINOIS ROUTE 29, 287.4 FT (87.6 M) WEST OF
 AH2960'THE CENTERLINE OF THE NORTH-SOUTH RAILROAD TRACKS, 270.6 FT (82.5 M)
 AH2960'SOUTH OF A CHISELED X IN THE SOUTHWEST WING WALL OF THE NORTHBOUND
 AH2960'LANES, 44.0 FT (13.4 M) NORTHEAST OF A CHISELED X IN THE NORTHWEST
 AH2960'WING WALL OF THE SOUTHBOUND BRIDGE, 62.4 FT (19.0 M) SOUTHEAST OF A
 AH2960'CHISELED X ON THE SOUTHWEST CORNER OF A HEADWALL TO A BOX CULVERT
 AH2960'UNDER THE SOUTHBOUND LANES, 3 FT (0.9 M) WEST OF THE TOP OF THE
 AH2960'ROADWAY SLOPE, AND 2.O FT SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2960'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2960'WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2960
 AH2960                          STATION RECOVERY (2001)
 AH2960
 AH2960'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2960'RECOVERED IN GOOD CONDITION.
 AH2960
 AH2960                          STATION RECOVERY (2005)
 AH2960
 AH2960'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 AH2960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2961 ***********************************************************************
 AH2961  DESIGNATION -  BUR180 1B
 AH2961  PID         -  AH2961
 AH2961  STATE/COUNTY-  IL/BUREAU
 AH2961  USGS QUAD   -  DEPUE (1979)
 AH2961
 AH2961                         *CURRENT SURVEY CONTROL
 AH2961  ___________________________________________________________________
 AH2961* NAD 83(1997)-  41 15 58.31567(N)    089 22 26.99344(W)     ADJUSTED  
 AH2961* NAVD 88     -       146.0    (meters)     479.     (feet)  GPS OBS   
 AH2961  ___________________________________________________________________
 AH2961  X           -      52,442.224 (meters)                     COMP
 AH2961  Y           -  -4,800,942.534 (meters)                     COMP
 AH2961  Z           -   4,184,764.059 (meters)                     COMP
 AH2961  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AH2961  ELLIP HEIGHT-         112.86  (meters)          (12/06/04) GPS OBS
 AH2961  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AH2961
 AH2961  HORZ ORDER  -  FIRST
 AH2961  ELLP ORDER  -  FOURTH    CLASS I
 AH2961
 AH2961.The horizontal coordinates were established by GPS observations
 AH2961.and adjusted by the National Geodetic Survey in September 1998..
 AH2961
 AH2961.The orthometric height was determined by GPS observations and a
 AH2961.high-resolution geoid model.
 AH2961
 AH2961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2961
 AH2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2961
 AH2961.The ellipsoidal height was determined by GPS observations
 AH2961.and is referenced to NAD 83.
 AH2961
 AH2961.The geoid height was determined by GEOID03.
 AH2961
 AH2961;                    North         East     Units Scale Factor Converg.
 AH2961;SPC IL W     -   510,889.800   766,404.676   MT  0.99999543   +0 31 21.8
 AH2961;SPC IL W     - 1,676,144.29  2,514,446.01   sFT  0.99999543   +0 31 21.8
 AH2961;UTM  16      - 4,571,026.783   301,127.095   MT  1.00008677   -1 33 59.1
 AH2961
 AH2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2961!SPC IL W     -   0.99998230  x   0.99999543  =   0.99997773
 AH2961!UTM  16      -   0.99998230  x   1.00008677  =   1.00006907
 AH2961
 AH2961                          SUPERSEDED SURVEY CONTROL
 AH2961
 AH2961  ELLIP H (09/15/98)  112.89   (m)                       GP(       ) 3 1
 AH2961
 AH2961.Superseded values are not recommended for survey control.
 AH2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2961.See file dsdata.txt to determine how the superseded data were derived.
 AH2961
 AH2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0112771027(NAD 83)
 AH2961_MARKER: I = METAL ROD
 AH2961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2961_STAMPING: BUR180-1B
 AH2961_MARK LOGO: ILDT  
 AH2961_PROJECTION: RECESSED 5 CENTIMETERS
 AH2961_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2961+STABILITY: POSITION/ELEVATION WELL
 AH2961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2961+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AH2961_ROD/PIPE-DEPTH:  2.4 meters
 AH2961_SLEEVE-DEPTH  :  0.9 meters
 AH2961
 AH2961  HISTORY     - Date     Condition        Report By
 AH2961  HISTORY     - 1996     MONUMENTED       SECI
 AH2961  HISTORY     - 20010601 GOOD             USPSQD
 AH2961
 AH2961                          STATION DESCRIPTION
 AH2961
 AH2961'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2961'STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) SOUTHWEST OF BUREAU,
 AH2961'7.0 MI (11.3 KM) SOUTHEAST OF TISKILWA IN THE SOUTHEAST 1/4 OF SECTION
 AH2961'19, T 15 N, R 10 E.  TO REACH FROM THE JUNCTION OF INTERSTATE ROUTE
 AH2961'180 AND ILLINOIS ROUTE 29, PROCEED EAST ALONG INTERSTATE ROUTE 180 FOR
 AH2961'APPROXIMENTLY 0.9 MI (1.4 KM) TO THE STATION LOCATED IN THE CENTER OF
 AH2961'THE GRASS MEDIAN OF INTERSTATE ROUTE 180.  JUST WEST OF ILLINOIS ROUTE
 AH2961'26 AND BUREAU CREEK.  THE STATION IS LOCATED 45.9 FT (14.0 M) SOUTH OF
 AH2961'THE CENTERLINE OF THE WESTBOUND/NORTHBOUND LANES OF INTERSTATE ROUTE
 AH2961'180, 45.2 FT (13.8 M) NORTH OF THE THE CENTERLINE OF THE
 AH2961'EASTBOUND/SOUTHBOUND LANES OF INTERSTATE ROUTE 180, 331.4 FT (101.0 M)
 AH2961'WEST OF THE CENTERLINE OF ILLINOIS ROUTE 26, 32.0 FT (9.8 M) SOUTHWEST
 AH2961'OF A CHISELED X IN THE SOUTHWEST WING WALL OF THE NORTHBOUND BRIDGE,
 AH2961'48.6 FT (14.8 M) NORTHWEST OF A CHISELED X IN THE NORTHWEST WING WALL
 AH2961'OF THE SOUTHBOUND BRIDGE, 109.3 FT (33.3 M) WEST OF THE WEST END OF A
 AH2961'GUARDRAIL IN THE GRASS MEDIAN BETWEEN THE NORTHBOUND AND SOUTHBOUND
 AH2961'LANES, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2961'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2961'WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2961
 AH2961                          STATION RECOVERY (2001)
 AH2961
 AH2961'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2958 ***********************************************************************
 AH2958  DESIGNATION -  BUR248 1A
 AH2958  PID         -  AH2958
 AH2958  STATE/COUNTY-  IL/BUREAU
 AH2958  USGS QUAD   -  WYANET (1983)
 AH2958
 AH2958                         *CURRENT SURVEY CONTROL
 AH2958  ___________________________________________________________________
 AH2958* NAD 83(1997)-  41 18 31.34066(N)    089 30 35.26003(W)     ADJUSTED  
 AH2958* NAVD 88     -       158.6    (meters)     520.     (feet)  GPS OBS   
 AH2958  ___________________________________________________________________
 AH2958  X           -      41,050.808 (meters)                     COMP
 AH2958  Y           -  -4,797,947.810 (meters)                     COMP
 AH2958  Z           -   4,188,319.707 (meters)                     COMP
 AH2958  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AH2958  ELLIP HEIGHT-         125.49  (meters)          (12/06/04) GPS OBS
 AH2958  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AH2958
 AH2958  HORZ ORDER  -  FIRST
 AH2958  ELLP ORDER  -  FOURTH    CLASS I
 AH2958
 AH2958.The horizontal coordinates were established by GPS observations
 AH2958.and adjusted by the National Geodetic Survey in September 1998..
 AH2958
 AH2958.The orthometric height was determined by GPS observations and a
 AH2958.high-resolution geoid model.
 AH2958
 AH2958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2958
 AH2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2958
 AH2958.The ellipsoidal height was determined by GPS observations
 AH2958.and is referenced to NAD 83.
 AH2958
 AH2958.The geoid height was determined by GEOID03.
 AH2958
 AH2958;                    North         East     Units Scale Factor Converg.
 AH2958;SPC IL W     -   515,515.550   755,004.325   MT  0.99997840   +0 26 01.0
 AH2958;SPC IL W     - 1,691,320.60  2,477,043.36   sFT  0.99997840   +0 26 01.0
 AH2958;UTM  16      - 4,576,065.875   289,901.592   MT  1.00014327   -1 39 26.5
 AH2958
 AH2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2958!SPC IL W     -   0.99998032  x   0.99997840  =   0.99995872
 AH2958!UTM  16      -   0.99998032  x   1.00014327  =   1.00012358
 AH2958
 AH2958:                Primary Azimuth Mark                     Grid Az
 AH2958:SPC IL W     -  BUR248 1B                                337 35 38.1
 AH2958:UTM  16      -  BUR248 1B                                339 41 05.6
 AH2958
 AH2958|---------------------------------------------------------------------|
 AH2958| PID    Reference Object                     Distance      Geod. Az  |
 AH2958|                                                           dddmmss.s |
 AH2958| AH2959 BUR248 1B                           APPROX. 0.7 KM 3380139.1 |
 AH2958|---------------------------------------------------------------------|
 AH2958
 AH2958                          SUPERSEDED SURVEY CONTROL
 AH2958
 AH2958  ELLIP H (09/15/98)  125.51   (m)                       GP(       ) 3 1
 AH2958
 AH2958.Superseded values are not recommended for survey control.
 AH2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2958.See file dsdata.txt to determine how the superseded data were derived.
 AH2958
 AH2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8990276066(NAD 83)
 AH2958_MARKER: I = METAL ROD
 AH2958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2958_STAMPING: BUR248-1A
 AH2958_MARK LOGO: ILDT  
 AH2958_PROJECTION: RECESSED 3 CENTIMETERS
 AH2958_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2958+STABILITY: POSITION/ELEVATION WELL
 AH2958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2958+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2001
 AH2958_ROD/PIPE-DEPTH:  6.1 meters
 AH2958_SLEEVE-DEPTH  :  0.9 meters
 AH2958
 AH2958  HISTORY     - Date     Condition        Report By
 AH2958  HISTORY     - 1996     MONUMENTED       SECI
 AH2958  HISTORY     - 20010516 GOOD             USPSQD
 AH2958  HISTORY     - 20051012 GOOD             USPSQD
 AH2958
 AH2958                          STATION DESCRIPTION
 AH2958
 AH2958'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2958'STATION IS LOCATED APPROXIMATELY 1.2 MI (1.9 KM) NORTH OF TISKILWA,
 AH2958'5.5 MI (8.9 KM) SOUTHEAST OF WYANET IN THE SOUTHEAST 1/4 OF SECTION 1,
 AH2958'T 15 N, R 8 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 26, U.S.
 AH2958'ROUTE 6, U.S.  34, AND MAIN STREET IN PRINCETON, PROCEED SOUTH
 AH2958'APPROXIMATELY 5.92 MI (9.53 KM) ALONG ILLINOIS ROUTE 248 (ALSO NAMED
 AH2958'MAIN STREET IN PRINCETON OR THE TISKILWA-PRINCETON BLACKTOP SOUTH OF
 AH2958'PRINCETON) TO THE STATION LOCATED ON THE LEFT JUST NORTH OF A PRIVATE
 AH2958'DRIVE TO THE EAST AND 0.1 MILE (0.2 KM) NORTH OF A BRIDGE.  TO THE
 AH2958'STATION LOCATED 56.5 FT (17.2 M) EAST OF ILLINOIS ROUTE 248, 205.2 FT
 AH2958'(62.5 M) NORTH OF A PRIVATE DRIVE TO THE EAST, 173.3 FT (52.8 M) NORTH
 AH2958'OF A MAILBOX, 148.1 FT (45.1 M) NORTHEAST OF A POWER POLE WITH A GUY
 AH2958'WIRE, 119.8 FT (36.5 M) NORTHEAST OF THE NORTH END OF A CORRUGATED
 AH2958'METAL PIPE UNDER A FIELD ENTRANCE TO THE WEST, 164.7 FT (50.2 M)
 AH2958'SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 321.8 FT (98.1 M) WEST OF
 AH2958'THE NORTH-SOUTH FENCE LINE AND 2.0 FT (0.6 M) WEST OF AN ORANGE
 AH2958'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2958'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES AND
 AH2958'ALSO IN TOP OF A CORRUGATED METAL PIPE.
 AH2958
 AH2958                          STATION RECOVERY (2001)
 AH2958
 AH2958'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2958'RECOVERED IN GOOD CONDITION.
 AH2958
 AH2958                          STATION RECOVERY (2005)
 AH2958
 AH2958'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2959 ***********************************************************************
 AH2959  DESIGNATION -  BUR248 1B
 AH2959  PID         -  AH2959
 AH2959  STATE/COUNTY-  IL/BUREAU
 AH2959  USGS QUAD   -  WYANET (1983)
 AH2959
 AH2959                         *CURRENT SURVEY CONTROL
 AH2959  ___________________________________________________________________
 AH2959* NAD 83(1997)-  41 18 51.71787(N)    089 30 46.16466(W)     ADJUSTED  
 AH2959* NAVD 88     -       159.6    (meters)     524.     (feet)  GPS OBS   
 AH2959  ___________________________________________________________________
 AH2959  X           -      40,793.632 (meters)                     COMP
 AH2959  Y           -  -4,797,535.758 (meters)                     COMP
 AH2959  Z           -   4,188,792.585 (meters)                     COMP
 AH2959  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AH2959  ELLIP HEIGHT-         126.52  (meters)          (12/06/04) GPS OBS
 AH2959  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AH2959
 AH2959  HORZ ORDER  -  FIRST
 AH2959  ELLP ORDER  -  FOURTH    CLASS I
 AH2959
 AH2959.The horizontal coordinates were established by GPS observations
 AH2959.and adjusted by the National Geodetic Survey in September 1998..
 AH2959
 AH2959.The orthometric height was determined by GPS observations and a
 AH2959.high-resolution geoid model.
 AH2959
 AH2959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2959
 AH2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2959
 AH2959.The ellipsoidal height was determined by GPS observations
 AH2959.and is referenced to NAD 83.
 AH2959
 AH2959.The geoid height was determined by GEOID03.
 AH2959
 AH2959;                    North         East     Units Scale Factor Converg.
 AH2959;SPC IL W     -   516,142.240   754,745.944   MT  0.99997805   +0 25 54.0
 AH2959;SPC IL W     - 1,693,376.67  2,476,195.65   sFT  0.99997805   +0 25 54.0
 AH2959;UTM  16      - 4,576,701.680   289,666.211   MT  1.00014449   -1 39 34.4
 AH2959
 AH2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2959!SPC IL W     -   0.99998016  x   0.99997805  =   0.99995821
 AH2959!UTM  16      -   0.99998016  x   1.00014449  =   1.00012464
 AH2959
 AH2959:                Primary Azimuth Mark                     Grid Az
 AH2959:SPC IL W     -  BUR248 1A                                157 35 37.9
 AH2959:UTM  16      -  BUR248 1A                                159 41 06.3
 AH2959
 AH2959|---------------------------------------------------------------------|
 AH2959| PID    Reference Object                     Distance      Geod. Az  |
 AH2959|                                                           dddmmss.s |
 AH2959| AH2958 BUR248 1A                           APPROX. 0.7 KM 1580131.9 |
 AH2959|---------------------------------------------------------------------|
 AH2959
 AH2959                          SUPERSEDED SURVEY CONTROL
 AH2959
 AH2959  ELLIP H (09/15/98)  126.55   (m)                       GP(       ) 3 1
 AH2959
 AH2959.Superseded values are not recommended for survey control.
 AH2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2959.See file dsdata.txt to determine how the superseded data were derived.
 AH2959
 AH2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8966676702(NAD 83)
 AH2959_MARKER: I = METAL ROD
 AH2959_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2959_STAMPING: BUR248-1B
 AH2959_MARK LOGO: ILDT  
 AH2959_PROJECTION: RECESSED 3 CENTIMETERS
 AH2959_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2959+STABILITY: POSITION/ELEVATION WELL
 AH2959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2959+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 AH2959_ROD/PIPE-DEPTH:  4.9 meters
 AH2959_SLEEVE-DEPTH  :  0.9 meters
 AH2959
 AH2959  HISTORY     - Date     Condition        Report By
 AH2959  HISTORY     - 1996     MONUMENTED       SECI
 AH2959  HISTORY     - 20010516 GOOD             USPSQD
 AH2959  HISTORY     - 20051012 GOOD             USPSQD
 AH2959
 AH2959                          STATION DESCRIPTION
 AH2959
 AH2959'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2959'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) NORTH OF TISKILWA,
 AH2959'5.3 MI (8.5 KM) SOUTHEAST OF WYANET IN THE NORTHWEST 1/4 OF SECTION 6,
 AH2959'T 15 N, R 9 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 26, U.S.
 AH2959'ROUTE 6, U.S.  34, AND MAIN STREET IN PRINCETON, PROCEED SOUTH
 AH2959'APPROXIMATELY 5.5 MI (8.9 KM) ALONG ILLINOIS ROUTE 248 (ALSO NAMED
 AH2959'MAIN STREET IN PRINCETON OR THE TISKILWA-PRINCETON BLACKTOP SOUTH OF
 AH2959'PRINCETON) , 0.2 MI (0.3 KM) SOUTH OF A BRIDGE OVER THE HENNEPIN CANAL
 AH2959'AND JUST NORTH OF 1150 N ROAD.  TO THE STATION LOCATED 54.6 FT (16.6
 AH2959'M) EAST OF ILLINOIS ROUTE 248, 202 FT (61.6 M) NORTH OF 1150 N, 168.0
 AH2959'FT (51.2 M) NORTHEAST OF A POWER POLE, 222.5 FT (67.8 M) NORTH OF A
 AH2959'MAILBOX, 180.8 FT (55.1 M) NORTH OF A BROKEN UP CONCRETE R.O.W.
 AH2959'MARKER, 180.2 FT (54.9 M) NORTH OF A FENCE CORNER TO A FENCE THAT RUNS
 AH2959'EAST AND NORTH, 7.6 FT (2.3 M) NORTH OF A WOOD FENCE POST ON THE
 AH2959'NORTH-SOUTH FENCE LINE, 10.5 FT (3.2 M) SOUTH OF A WOOD FENCE POST ON
 AH2959'THE NORTH-SOUTH FENCE LINE, 2.7 FT (0.8 M) WEST OF THE NORTH-SOUTH
 AH2959'FENCE LINE, AND 2.0 FT (0.6 M) WEST OF AN ORANGE FIBERGLASS WITNESS
 AH2959'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2959'NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2959
 AH2959                          STATION RECOVERY (2001)
 AH2959
 AH2959'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2959'RECOVERED IN GOOD CONDITION.
 AH2959
 AH2959                          STATION RECOVERY (2005)
 AH2959
 AH2959'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2947 ***********************************************************************
 AH2947  DESIGNATION -  BUR26 1A
 AH2947  PID         -  AH2947
 AH2947  STATE/COUNTY-  IL/BUREAU
 AH2947  USGS QUAD   -  PRINCETON NORTH (1979)
 AH2947
 AH2947                         *CURRENT SURVEY CONTROL
 AH2947  ___________________________________________________________________
 AH2947* NAD 83(1997)-  41 28 52.34181(N)    089 27 58.63004(W)     ADJUSTED  
 AH2947* NAVD 88     -       220.8    (meters)     724.     (feet)  GPS OBS   
 AH2947  ___________________________________________________________________
 AH2947  X           -      44,576.611 (meters)                     COMP
 AH2947  Y           -  -4,785,293.922 (meters)                     COMP
 AH2947  Z           -   4,202,733.056 (meters)                     COMP
 AH2947  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AH2947  ELLIP HEIGHT-         187.71  (meters)          (12/06/04) GPS OBS
 AH2947  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH2947
 AH2947  HORZ ORDER  -  FIRST
 AH2947  ELLP ORDER  -  FOURTH    CLASS I
 AH2947
 AH2947.The horizontal coordinates were established by GPS observations
 AH2947.and adjusted by the National Geodetic Survey in September 1998..
 AH2947
 AH2947.The orthometric height was determined by GPS observations and a
 AH2947.high-resolution geoid model.
 AH2947
 AH2947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2947
 AH2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2947
 AH2947.The ellipsoidal height was determined by GPS observations
 AH2947.and is referenced to NAD 83.
 AH2947
 AH2947.The geoid height was determined by GEOID03.
 AH2947
 AH2947;                    North         East     Units Scale Factor Converg.
 AH2947;SPC IL W     -   534,701.245   758,492.736   MT  0.99998327   +0 27 50.1
 AH2947;SPC IL W     - 1,754,265.67  2,488,488.25   sFT  0.99998327   +0 27 50.1
 AH2947;UTM  16      - 4,595,114.144   294,089.518   MT  1.00012181   -1 38 03.0
 AH2947
 AH2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2947!SPC IL W     -   0.99997056  x   0.99998327  =   0.99995383
 AH2947!UTM  16      -   0.99997056  x   1.00012181  =   1.00009236
 AH2947
 AH2947:                Primary Azimuth Mark                     Grid Az
 AH2947:SPC IL W     -  BUR26 1B                                 358 05 41.8
 AH2947:UTM  16      -  BUR26 1B                                 000 11 34.9
 AH2947
 AH2947|---------------------------------------------------------------------|
 AH2947| PID    Reference Object                     Distance      Geod. Az  |
 AH2947|                                                           dddmmss.s |
 AH2947| AH2948 BUR26 1B                            APPROX. 1.1 KM 3583331.9 |
 AH2947|---------------------------------------------------------------------|
 AH2947
 AH2947                          SUPERSEDED SURVEY CONTROL
 AH2947
 AH2947  ELLIP H (09/15/98)  187.73   (m)                       GP(       ) 3 1
 AH2947
 AH2947.Superseded values are not recommended for survey control.
 AH2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2947.See file dsdata.txt to determine how the superseded data were derived.
 AH2947
 AH2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9409095114(NAD 83)
 AH2947_MARKER: I = METAL ROD
 AH2947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2947_STAMPING: BUR26-1A
 AH2947_MARK LOGO: ILDT  
 AH2947_PROJECTION: RECESSED 3 CENTIMETERS
 AH2947_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2947+STABILITY: POSITION/ELEVATION WELL
 AH2947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2947+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AH2947_ROD/PIPE-DEPTH:  4.9 meters
 AH2947_SLEEVE-DEPTH  :  0.9 meters
 AH2947
 AH2947  HISTORY     - Date     Condition        Report By
 AH2947  HISTORY     - 1996     MONUMENTED       SECI
 AH2947  HISTORY     - 20010425 GOOD             USPSQD
 AH2947  HISTORY     - 20051005 GOOD             USPSQD
 AH2947
 AH2947                          STATION DESCRIPTION
 AH2947
 AH2947'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2947'STATION IS LOCATED APPROXIMATELY 5.2 MI (8.4 KM) SOUTH OF OHIO, 4.9 MI
 AH2947'(7.9 KM) NORTHWEST OF DOVER, 7.7 MI (12.4 KM) NORTH OF PRINCETON, IN
 AH2947'THE SOUTHWEST 1/4 OF SECTION 4, T 17 N, R 9 E.  TO REACH FROM THE
 AH2947'JUNCTION OF ILLINOIS ROUTE 26 AND ILLINOIS ROUTE 92, PROCEED SOUTH
 AH2947'APPROXIMATELY 5.77 MI (9.29 KM) ALONG ILLINOIS ROUTE 26 TO THE STATION
 AH2947'LOCATED ON THE LEFT (EAST) SIDE OF ILLINOIS ROUTE 26, JUST 0.05 MI
 AH2947'(0.08 KM) NORTH OF 2300 N ROAD.  TO REACH FROM THE INTERCHANGE OF
 AH2947'INTERSTATE ROUTE 80 AND ILLINOIS ROUTE 26, PROCEED NORTH APPROXIMATELY
 AH2947'5.7 MI (9.2 KM) ALONG ILLINOIS ROUTE 26 TO THE STATION LOCATED ON THE
 AH2947'RIGHT (EAST) SIDE OF ILLINOIS ROUTE 26, JUST 0.05 MI (0.08 KM) NORTH
 AH2947'OF 2300 N ROAD.  THE STATION IS LOCATED 0.05 MI (0.08 KM) NORTH OF THE
 AH2947'CENTERLINE OF 2300 N ROAD, 36.8 FT (11.2 M) EAST OF THE CENTERLINE OF
 AH2947'ILLINOIS ROUTE 26, 230.8 FT (70.3 M) SOUTH OF A POWER POLE, 49.2 FT
 AH2947'(15.0 M) NORTH OF A POWER POLE, AND 2.1 FT (0.6 M) WEST OF AN ORANGE
 AH2947'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2947'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2947
 AH2947                          STATION RECOVERY (2001)
 AH2947
 AH2947'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2947'RECOVERED IN GOOD CONDITION.
 AH2947
 AH2947                          STATION RECOVERY (2005)
 AH2947
 AH2947'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2948 ***********************************************************************
 AH2948  DESIGNATION -  BUR26 1B
 AH2948  PID         -  AH2948
 AH2948  STATE/COUNTY-  IL/BUREAU
 AH2948  USGS QUAD   -  PRINCETON NORTH (1979)
 AH2948
 AH2948                         *CURRENT SURVEY CONTROL
 AH2948  ___________________________________________________________________
 AH2948* NAD 83(1997)-  41 29 28.36408(N)    089 27 59.83533(W)     ADJUSTED  
 AH2948* NAVD 88     -       221.3    (meters)     726.     (feet)  GPS OBS   
 AH2948  ___________________________________________________________________
 AH2948  X           -      44,541.799 (meters)                     COMP
 AH2948  Y           -  -4,784,558.444 (meters)                     COMP
 AH2948  Z           -   4,203,565.972 (meters)                     COMP
 AH2948  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AH2948  ELLIP HEIGHT-         188.29  (meters)          (12/06/04) GPS OBS
 AH2948  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH2948
 AH2948  HORZ ORDER  -  FIRST
 AH2948  ELLP ORDER  -  FOURTH    CLASS I
 AH2948
 AH2948.The horizontal coordinates were established by GPS observations
 AH2948.and adjusted by the National Geodetic Survey in September 1998..
 AH2948
 AH2948.The orthometric height was determined by GPS observations and a
 AH2948.high-resolution geoid model.
 AH2948
 AH2948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2948
 AH2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2948
 AH2948.The ellipsoidal height was determined by GPS observations
 AH2948.and is referenced to NAD 83.
 AH2948
 AH2948.The geoid height was determined by GEOID03.
 AH2948
 AH2948;                    North         East     Units Scale Factor Converg.
 AH2948;SPC IL W     -   535,812.284   758,455.780   MT  0.99998321   +0 27 49.7
 AH2948;SPC IL W     - 1,757,910.80  2,488,367.00   sFT  0.99998321   +0 27 49.7
 AH2948;UTM  16      - 4,596,225.945   294,093.267   MT  1.00012179   -1 38 05.0
 AH2948
 AH2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2948!SPC IL W     -   0.99997047  x   0.99998321  =   0.99995368
 AH2948!UTM  16      -   0.99997047  x   1.00012179  =   1.00009225
 AH2948
 AH2948:                Primary Azimuth Mark                     Grid Az
 AH2948:SPC IL W     -  BUR26 1A                                 178 05 41.4
 AH2948:UTM  16      -  BUR26 1A                                 180 11 36.1
 AH2948
 AH2948|---------------------------------------------------------------------|
 AH2948| PID    Reference Object                     Distance      Geod. Az  |
 AH2948|                                                           dddmmss.s |
 AH2948| AH2947 BUR26 1A                            APPROX. 1.1 KM 1783331.1 |
 AH2948|---------------------------------------------------------------------|
 AH2948
 AH2948                          SUPERSEDED SURVEY CONTROL
 AH2948
 AH2948  ELLIP H (09/15/98)  188.31   (m)                       GP(       ) 3 1
 AH2948
 AH2948.Superseded values are not recommended for survey control.
 AH2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2948.See file dsdata.txt to determine how the superseded data were derived.
 AH2948
 AH2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9409396226(NAD 83)
 AH2948_MARKER: I = METAL ROD
 AH2948_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2948_STAMPING: BUR26-1B
 AH2948_MARK LOGO: ILDT  
 AH2948_PROJECTION: RECESSED 3 CENTIMETERS
 AH2948_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2948+STABILITY: POSITION/ELEVATION WELL
 AH2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2948+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AH2948_ROD/PIPE-DEPTH:  4.9 meters
 AH2948_SLEEVE-DEPTH  :  0.9 meters
 AH2948
 AH2948  HISTORY     - Date     Condition        Report By
 AH2948  HISTORY     - 1996     MONUMENTED       SECI
 AH2948  HISTORY     - 20010425 GOOD             USPSQD
 AH2948  HISTORY     - 20051005 GOOD             USPSQD
 AH2948
 AH2948                          STATION DESCRIPTION
 AH2948
 AH2948'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2948'STATION IS LOCATED APPROXIMATELY 4.6 MI (7.4 KM) SOUTH OF OHIO, 5.3 MI
 AH2948'(8.5 KM) NORTHWEST OF DOVER, 8.3 MI (13.4 KM) NORTH OF PRINCETON, IN
 AH2948'THE NORTHWEST 1/4 OF SECTION 4, T 17 N, R 9 E.  TO REACH FROM THE
 AH2948'JUNCTION OF ILLINOIS ROUTE 26 AND ILLINOIS ROUTE 92, PROCEED SOUTH
 AH2948'APPROXIMATELY 4.37 MI (7.03 KM) ALONG ILLINOIS ROUTE 26 TO THE STATION
 AH2948'LOCATED ON THE RIGHT (WEST) SIDE OF ILLINOIS ROUTE 26, JUST NORTH OF A
 AH2948'FIELD ENTRANCE TO THE EAST.  TO REACH FROM THE INTERCHANGE OF
 AH2948'INTERSTATE ROUTE 80 AND ILLINOIS ROUTE 26, PROCEED NORTH APPROXIMATELY
 AH2948'6.4 MI (10.3 KM) ALONG ILLINOIS ROUTE 26 TO THE STATION LOCATED ON THE
 AH2948'LEFT (WEST) SIDE OF ILLINOIS ROUTE 26, JUST JUST NORTH OF A FIELD
 AH2948'ENTRANCE TO THE EAST.  THE STATION IS LOCATED 37.0 MI (59.5 KM) WEST
 AH2948'OF THE CENTERLINE OF ILLINOIS ROUTE 26, 178.6 FT (54.4 M) NORTH OF A
 AH2948'POWER POLE, 136.7 FT (41.7 M) SOUTH OF A POWER POLE, 118.2 FT (36.0 M)
 AH2948'SOUTH OF A TELEPHONE RISER, 7.3 FT (2.2 M) NORTH OF THE FIELD ENTRANCE
 AH2948'TO THE EAST, 1.9 FT (0.6 M) EAST OF A CONCRETE R.O.W.  MARKER, 2.3 FT
 AH2948'(0.7 M) EAST OF A WOOD FENCE CORNER TO A FENCE THAT RUNS WEST, AND 2.7
 AH2948'FT (0.8 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS
 AH2948'TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2948'THE WOOD PHYSICAL TIES.
 AH2948
 AH2948                          STATION RECOVERY (2001)
 AH2948
 AH2948'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2948'RECOVERED IN GOOD CONDITION.
 AH2948
 AH2948                          STATION RECOVERY (2005)
 AH2948
 AH2948'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2949 ***********************************************************************
 AH2949  DESIGNATION -  BUR26 2A
 AH2949  PID         -  AH2949
 AH2949  STATE/COUNTY-  IL/BUREAU
 AH2949  USGS QUAD   -  OHIO (1982)
 AH2949
 AH2949                         *CURRENT SURVEY CONTROL
 AH2949  ___________________________________________________________________
 AH2949* NAD 83(1997)-  41 33 33.12592(N)    089 27 42.06322(W)     ADJUSTED  
 AH2949* NAVD 88     -       278.0    (meters)     912.     (feet)  GPS OBS   
 AH2949  ___________________________________________________________________
 AH2949  X           -      44,907.408 (meters)                     COMP
 AH2949  Y           -  -4,779,591.059 (meters)                     COMP
 AH2949  Z           -   4,209,257.070 (meters)                     COMP
 AH2949  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AH2949  ELLIP HEIGHT-         245.02  (meters)          (12/06/04) GPS OBS
 AH2949  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH2949
 AH2949  HORZ ORDER  -  FIRST
 AH2949  ELLP ORDER  -  FOURTH    CLASS I
 AH2949
 AH2949.The horizontal coordinates were established by GPS observations
 AH2949.and adjusted by the National Geodetic Survey in September 1998..
 AH2949
 AH2949.The orthometric height was determined by GPS observations and a
 AH2949.high-resolution geoid model.
 AH2949
 AH2949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2949
 AH2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2949
 AH2949.The ellipsoidal height was determined by GPS observations
 AH2949.and is referenced to NAD 83.
 AH2949
 AH2949.The geoid height was determined by GEOID03.
 AH2949
 AH2949;                    North         East     Units Scale Factor Converg.
 AH2949;SPC IL W     -   543,366.438   758,806.415   MT  0.99998372   +0 28 03.7
 AH2949;SPC IL W     - 1,782,694.72  2,489,517.38   sFT  0.99998372   +0 28 03.7
 AH2949;UTM  16      - 4,603,763.209   294,720.555   MT  1.00011861   -1 38 01.1
 AH2949
 AH2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2949!SPC IL W     -   0.99996157  x   0.99998372  =   0.99994529
 AH2949!UTM  16      -   0.99996157  x   1.00011861  =   1.00008018
 AH2949
 AH2949:                Primary Azimuth Mark                     Grid Az
 AH2949:SPC IL W     -  BUR26 2B                                 000 26 12.2
 AH2949:UTM  16      -  BUR26 2B                                 002 32 17.0
 AH2949
 AH2949|---------------------------------------------------------------------|
 AH2949| PID    Reference Object                     Distance      Geod. Az  |
 AH2949|                                                           dddmmss.s |
 AH2949| AF9272 BUR26 2B                            APPROX. 1.3 KM 0005415.9 |
 AH2949|---------------------------------------------------------------------|
 AH2949
 AH2949                          SUPERSEDED SURVEY CONTROL
 AH2949
 AH2949  ELLIP H (09/15/98)  245.05   (m)                       GP(       ) 3 1
 AH2949
 AH2949.Superseded values are not recommended for survey control.
 AH2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2949.See file dsdata.txt to determine how the superseded data were derived.
 AH2949
 AH2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9472103763(NAD 83)
 AH2949_MARKER: I = METAL ROD
 AH2949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2949_STAMPING: BUR26-2A
 AH2949_MARK LOGO: ILDT  
 AH2949_PROJECTION: FLUSH
 AH2949_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2949+STABILITY: POSITION/ELEVATION WELL
 AH2949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2949+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2949_ROD/PIPE-DEPTH:  4.9 meters
 AH2949_SLEEVE-DEPTH  :  0.9 meters
 AH2949
 AH2949  HISTORY     - Date     Condition        Report By
 AH2949  HISTORY     - 1996     MONUMENTED       SECI
 AH2949  HISTORY     - 20010425 GOOD             USPSQD
 AH2949  HISTORY     - 20051005 GOOD             USPSQD
 AH2949
 AH2949                          STATION DESCRIPTION
 AH2949
 AH2949'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2949'STATION IS LOCATED APPROXIMATELY IN THE NORTHERN HALF OF OHIO, 6.8 MI
 AH2949'(10.9 KM) EAST OF WALNUT, IN THE NORTHWEST 1/4 OF SECTION 9, T 18 N, R
 AH2949'9 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 26 AND ILLINOIS
 AH2949'ROUTE 92 IN OHIO, PROCEED NORTH APPROXIMATELY 0.45 MI (0.72 KM) ALONG
 AH2949'ILLINOIS ROUTE 26 TO THE STATION LOCATED ON THE LEFT (WEST) SIDE OF
 AH2949'ILLINOIS ROUTE 26, JUST NORTH OF RAILROAD STREET.  THE STATION IS
 AH2949'LOCATED 35.4 FT (10.8 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 26,
 AH2949'93.0 FT (28.3 M) NORTH OF THE CENTERLINE OF RAILROAD STREET, 142.2 FT
 AH2949'(43.3 M) SOUTHWEST OF A POWER POLE, 127.0 FT (38.7 M) SOUTHWEST OF THE
 AH2949'NORTHWEST CORNER OF THE DAIRY SWEET, 126.7 FT (38.6 M) WEST OF A POWER
 AH2949'POLE WITH A GUY WIRE, 144.1 FT (43.9 M) NORTHWEST OF THE SOUTHWEST
 AH2949'CORNER OF A METAL BUILDING, 137.1 FT (41.8 M) NORTHWEST OF THE
 AH2949'NORTHWEST CORNER OF A BLOCK BUILDING LOCATED ON THE SOUTHEAST CORNER
 AH2949'OF THE INTERSECTION OF ILLINOIS ROUTE 26 AND RAILROAD STREET, 71.9 FT
 AH2949'(21.9 M) NORTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING, 58.7
 AH2949'FT (17.9 M) EAST OF THE NORTHEAST CORNER OF A METAL BUILDING, 13.2 FT
 AH2949'(4.0 M) SOUTHEAST OF A SPOT LIGHT, 46.2 FT (14.1 M) NORTHWEST OF A
 AH2949'POWER POLE, AND 2.0 FT (0.6 M) EAST OF AN ORANGE FIBERGLASS WITNESS
 AH2949'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2949'NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2949
 AH2949                          STATION RECOVERY (2001)
 AH2949
 AH2949'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2949'RECOVERED IN GOOD CONDITION.
 AH2949
 AH2949                          STATION RECOVERY (2005)
 AH2949
 AH2949'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2949'MARK COVERED BY ABOUT 1 INCH OF BLACKTOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9272 ***********************************************************************
 AF9272  CBN         -  This is a Cooperative Base Network Control Station.
 AF9272  DESIGNATION -  BUR26 2B
 AF9272  PID         -  AF9272
 AF9272  STATE/COUNTY-  IL/BUREAU
 AF9272  USGS QUAD   -  OHIO (1982)
 AF9272
 AF9272                         *CURRENT SURVEY CONTROL
 AF9272  ___________________________________________________________________
 AF9272* NAD 83(1997)-  41 34 16.04953(N)    089 27 41.16088(W)     ADJUSTED  
 AF9272* NAVD 88     -       271.3    (meters)     890.     (feet)  GPS OBS   
 AF9272  ___________________________________________________________________
 AF9272  X           -      44,920.011 (meters)                     COMP
 AF9272  Y           -  -4,778,707.259 (meters)                     COMP
 AF9272  Z           -   4,210,243.476 (meters)                     COMP
 AF9272  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AF9272  ELLIP HEIGHT-         238.33  (meters)          (10/15/04) GPS OBS
 AF9272  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AF9272
 AF9272  HORZ ORDER  -  B
 AF9272  ELLP ORDER  -  FOURTH    CLASS II
 AF9272
 AF9272.The horizontal coordinates were established by GPS observations
 AF9272.and adjusted by the National Geodetic Survey in July 1998..
 AF9272
 AF9272.The orthometric height was determined by GPS observations and a
 AF9272.high-resolution geoid model.
 AF9272
 AF9272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9272
 AF9272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9272
 AF9272.The ellipsoidal height was determined by GPS observations
 AF9272.and is referenced to NAD 83.
 AF9272
 AF9272.The geoid height was determined by GEOID03.
 AF9272
 AF9272;                    North         East     Units Scale Factor Converg.
 AF9272;SPC IL W     -   544,690.795   758,816.509   MT  0.99998373   +0 28 04.7
 AF9272;SPC IL W     - 1,787,039.72  2,489,550.50   sFT  0.99998373   +0 28 04.7
 AF9272;UTM  16      - 4,605,086.483   294,779.215   MT  1.00011831   -1 38 01.9
 AF9272
 AF9272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9272!SPC IL W     -   0.99996262  x   0.99998373  =   0.99994635
 AF9272!UTM  16      -   0.99996262  x   1.00011831  =   1.00008093
 AF9272
 AF9272:                Primary Azimuth Mark                     Grid Az
 AF9272:SPC IL W     -  BUR26 2A                                 180 26 11.8
 AF9272:UTM  16      -  BUR26 2A                                 182 32 18.4
 AF9272
 AF9272|---------------------------------------------------------------------|
 AF9272| PID    Reference Object                     Distance      Geod. Az  |
 AF9272|                                                           dddmmss.s |
 AF9272| AH2949 BUR26 2A                            APPROX. 1.3 KM 1805416.5 |
 AF9272|---------------------------------------------------------------------|
 AF9272
 AF9272                          SUPERSEDED SURVEY CONTROL
 AF9272
 AF9272  ELLIP H (07/17/98)  238.36   (m)                       GP(       ) 4 1
 AF9272
 AF9272.Superseded values are not recommended for survey control.
 AF9272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9272.See file dsdata.txt to determine how the superseded data were derived.
 AF9272
 AF9272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9477905086(NAD 83)
 AF9272_MARKER: I = METAL ROD
 AF9272_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9272_STAMPING: BUR26-2B
 AF9272_MARK LOGO: ILDT  
 AF9272_PROJECTION: RECESSED 5 CENTIMETERS
 AF9272_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF9272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9272+STABILITY: POSITION/ELEVATION WELL
 AF9272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9272+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AF9272_ROD/PIPE-DEPTH:  3.7 meters
 AF9272_SLEEVE-DEPTH  :  0.9 meters
 AF9272
 AF9272  HISTORY     - Date     Condition        Report By
 AF9272  HISTORY     - 1996     MONUMENTED       SECI
 AF9272  HISTORY     - 19970509 GOOD             NGS
 AF9272  HISTORY     - 20010425 GOOD             USPSQD
 AF9272  HISTORY     - 20051005 GOOD             USPSQD
 AF9272
 AF9272                          STATION DESCRIPTION
 AF9272
 AF9272'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AF9272'STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) NORTH OF OHIO, 7.0 MI
 AF9272'(11.3 KM) EAST OF WALNUT, IN THE SOUTHEAST 1/4 OF SECTION 4, T 18 N, R
 AF9272'9 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 26 AND ILLINOIS
 AF9272'ROUTE 92 IN OHIO, PROCEED NORTH APPROXIMATELY 1.25 MI (2.01 KM) ALONG
 AF9272'ILLINOIS ROUTE 26 TO THE STATION LOCATED ON THE RIGHT (EAST) SIDE OF
 AF9272'ILLINOIS ROUTE 26.  THE STATION IS LOCATED 36.6 FT (11.2 M) EAST OF
 AF9272'THE CENTERLINE OF ILLINOIS ROUTE 26, 11.8 FT (3.6 M) SOUTHWEST OF A
 AF9272'STAND PIPE, 3.2 FT (1.0 M) WEST OF A WOOD FENCE POST, 3.3 FT (1.0 M)
 AF9272'WEST OF A FENCE CORNER TO A FENCE THAT RUNS WEST, 1.9 FT (0.6 M) WEST
 AF9272'OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AF9272'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AF9272'TIES.
 AF9272
 AF9272                          STATION RECOVERY (1997)
 AF9272
 AF9272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AF9272'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF OHIO.  TO REACH FROM
 AF9272'THE JUNCTION OF STATE ROUTES 26 AND 92 IN OHIO, GO NORTH ON ROUTE 26
 AF9272'FOR 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT, 11.2 M (36.7 FT)
 AF9272'EAST OF THE CENTERLINE OF THE HIGHWAY, 3.6 M (11.8 FT) SOUTHWEST OF A
 AF9272'STANDPIPE, 1.0 M (3.3 FT) WEST OF A WOOD FENCE POST, 1.0 M (3.3 FT)
 AF9272'WEST OF A FENCE CORNER TO A FENCE THAT RUNS EAST, AND 0.6 M (2.0 FT)
 AF9272'WEST OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS TO THE STATION POINT
 AF9272'IS THROUGH A 6-INCH ACCESS COVER.
 AF9272
 AF9272                          STATION RECOVERY (2001)
 AF9272
 AF9272'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AF9272'RECOVERED IN GOOD CONDITION.
 AF9272
 AF9272                          STATION RECOVERY (2005)
 AF9272
 AF9272'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AF9272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2950 ***********************************************************************
 AH2950  DESIGNATION -  BUR34 1A
 AH2950  PID         -  AH2950
 AH2950  STATE/COUNTY-  IL/BUREAU
 AH2950  USGS QUAD   -  NEPONSET (1994)
 AH2950
 AH2950                         *CURRENT SURVEY CONTROL
 AH2950  ___________________________________________________________________
 AH2950* NAD 83(1997)-  41 18 01.72143(N)    089 47 08.14339(W)     ADJUSTED  
 AH2950* NAVD 88     -       250.2    (meters)     821.     (feet)  GPS OBS   
 AH2950  ___________________________________________________________________
 AH2950  X           -      17,957.369 (meters)                     COMP
 AH2950  Y           -  -4,798,761.819 (meters)                     COMP
 AH2950  Z           -   4,187,693.763 (meters)                     COMP
 AH2950  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AH2950  ELLIP HEIGHT-         217.14  (meters)          (12/06/04) GPS OBS
 AH2950  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH2950
 AH2950  HORZ ORDER  -  FIRST
 AH2950  ELLP ORDER  -  FOURTH    CLASS I
 AH2950
 AH2950.The horizontal coordinates were established by GPS observations
 AH2950.and adjusted by the National Geodetic Survey in September 1998..
 AH2950
 AH2950.The orthometric height was determined by GPS observations and a
 AH2950.high-resolution geoid model.
 AH2950
 AH2950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2950
 AH2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2950
 AH2950.The ellipsoidal height was determined by GPS observations
 AH2950.and is referenced to NAD 83.
 AH2950
 AH2950.The geoid height was determined by GEOID03.
 AH2950
 AH2950;                    North         East     Units Scale Factor Converg.
 AH2950;SPC IL W     -   514,463.758   731,913.610   MT  0.99995371   +0 15 05.4
 AH2950;SPC IL W     - 1,687,869.85  2,401,286.57   sFT  0.99995371   +0 15 05.4
 AH2950;UTM  16      - 4,575,857.204   266,782.322   MT  1.00026943   -1 50 21.6
 AH2950
 AH2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2950!SPC IL W     -   0.99996594  x   0.99995371  =   0.99991965
 AH2950!UTM  16      -   0.99996594  x   1.00026943  =   1.00023536
 AH2950
 AH2950:                Primary Azimuth Mark                     Grid Az
 AH2950:SPC IL W     -  BUR34 1B                                 067 37 48.9
 AH2950:UTM  16      -  BUR34 1B                                 069 43 15.9
 AH2950
 AH2950|---------------------------------------------------------------------|
 AH2950| PID    Reference Object                     Distance      Geod. Az  |
 AH2950|                                                           dddmmss.s |
 AH2950| AH2951 BUR34 1B                            APPROX. 0.9 KM 0675254.3 |
 AH2950|---------------------------------------------------------------------|
 AH2950
 AH2950                          SUPERSEDED SURVEY CONTROL
 AH2950
 AH2950  ELLIP H (09/15/98)  217.17   (m)                       GP(       ) 3 1
 AH2950
 AH2950.Superseded values are not recommended for survey control.
 AH2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2950.See file dsdata.txt to determine how the superseded data were derived.
 AH2950
 AH2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6678275857(NAD 83)
 AH2950_MARKER: I = METAL ROD
 AH2950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2950_STAMPING: BUR34-1A
 AH2950_MARK LOGO: ILDT  
 AH2950_PROJECTION: RECESSED 5 CENTIMETERS
 AH2950_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2950+STABILITY: POSITION/ELEVATION WELL
 AH2950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2950+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 AH2950_ROD/PIPE-DEPTH:  6.1 meters
 AH2950_SLEEVE-DEPTH  :  0.9 meters
 AH2950
 AH2950  HISTORY     - Date     Condition        Report By
 AH2950  HISTORY     - 1996     MONUMENTED       SECI
 AH2950  HISTORY     - 20010509 GOOD             USPSQD
 AH2950  HISTORY     - 20060203 GOOD             USPSQD
 AH2950
 AH2950                          STATION DESCRIPTION
 AH2950
 AH2950'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2950'STATION IS LOCATED APPROXIMATELY NEAR THE NORTHEAST CITY LIMITS OF
 AH2950'NEPONSET, 4.5 MI (7.2 KM) SOUTHWEST OF SHEFFIELD, 5.7 MI (9.2 KM)
 AH2950'SOUTHWEST OF BUDA, IN THE NORTHEAST 1/4 OF SECTION 10, T 15 N, R 6 E.
 AH2950'TO REACH FROM THE JUNCTION OF U.S.  ROUTE 34 AND U.S.  ROUTE 6,
 AH2950'PROCEED SOUTH APPROXIMATELY 5.2 MI (8.4 KM) ALONG U.S.  ROUTE 34 TO
 AH2950'THE STATION LOCATED ON THE RIGHT (NORTH) SIDE OF U.S.  ROUTE 34.  THE
 AH2950'STATION IS LOCATED 61.1 FT (18.6 M) NORTH OF THE CENTERLINE OF U.S.
 AH2950'ROUTE 34, 137.5 FT (41.9 M) NORTH OF THE CENTERLINE OF THE NORTH
 AH2950'RAILROAD TRACKS, 30.7 FT (9.4 M) NORTHEAST OF A SPEED LIMIT 45 SIGN,
 AH2950'162.9 FT (49.7 M) NORTHEAST OF A WOOD RAILROAD TIE FENCE CORNER TO A
 AH2950'FENCE THAT RUNS WEST AND NORTH, 155.5 FT (47.4 M) NORTHEAST OF A WOOD
 AH2950'RAILROAD FENCE POST, 57.3 FT (17.5 M) NORTHEAST OF THE NORTHEND OF A
 AH2950'FLARED END SECTION OF THE NORTH SIDE OF ILLINOIS ROUTE 34, 50.4 FT
 AH2950'(15.4 M) EAST OF THE SOUTH LEG OF THE WELCOME TO NEPONSET SIGN, 50.1
 AH2950'FT (15.3 M) EAST OF THE NORTH LEG OF THE WELCOME TO NEPONSET SIGN, AND
 AH2950'1.7 FT (0.5 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2950'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2950'WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2950
 AH2950                          STATION RECOVERY (2001)
 AH2950
 AH2950'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2950'RECOVERED IN GOOD CONDITION.
 AH2950
 AH2950                          STATION RECOVERY (2006)
 AH2950
 AH2950'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 AH2950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2951 ***********************************************************************
 AH2951  DESIGNATION -  BUR34 1B
 AH2951  PID         -  AH2951
 AH2951  STATE/COUNTY-  IL/BUREAU
 AH2951  USGS QUAD   -  NEPONSET (1994)
 AH2951
 AH2951                         *CURRENT SURVEY CONTROL
 AH2951  ___________________________________________________________________
 AH2951* NAD 83(1997)-  41 18 12.41008(N)    089 46 33.26316(W)     ADJUSTED  
 AH2951* NAVD 88     -       245.3    (meters)     805.     (feet)  GPS OBS   
 AH2951  ___________________________________________________________________
 AH2951  X           -      18,767.994 (meters)                     COMP
 AH2951  Y           -  -4,798,537.439 (meters)                     COMP
 AH2951  Z           -   4,187,938.301 (meters)                     COMP
 AH2951  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AH2951  ELLIP HEIGHT-         212.31  (meters)          (12/06/04) GPS OBS
 AH2951  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH2951
 AH2951  HORZ ORDER  -  FIRST
 AH2951  ELLP ORDER  -  FOURTH    CLASS I
 AH2951
 AH2951.The horizontal coordinates were established by GPS observations
 AH2951.and adjusted by the National Geodetic Survey in September 1998..
 AH2951
 AH2951.The orthometric height was determined by GPS observations and a
 AH2951.high-resolution geoid model.
 AH2951
 AH2951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2951
 AH2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2951
 AH2951.The ellipsoidal height was determined by GPS observations
 AH2951.and is referenced to NAD 83.
 AH2951
 AH2951.The geoid height was determined by GEOID03.
 AH2951
 AH2951;                    North         East     Units Scale Factor Converg.
 AH2951;SPC IL W     -   514,797.091   732,723.549   MT  0.99995435   +0 15 28.5
 AH2951;SPC IL W     - 1,688,963.46  2,403,943.84   sFT  0.99995435   +0 15 28.5
 AH2951;UTM  16      - 4,576,160.859   267,604.141   MT  1.00026472   -1 49 59.0
 AH2951
 AH2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2951!SPC IL W     -   0.99996670  x   0.99995435  =   0.99992105
 AH2951!UTM  16      -   0.99996670  x   1.00026472  =   1.00023141
 AH2951
 AH2951:                Primary Azimuth Mark                     Grid Az
 AH2951:SPC IL W     -  BUR34 1A                                 247 37 48.8
 AH2951:UTM  16      -  BUR34 1A                                 249 43 16.3
 AH2951
 AH2951|---------------------------------------------------------------------|
 AH2951| PID    Reference Object                     Distance      Geod. Az  |
 AH2951|                                                           dddmmss.s |
 AH2951| AH2950 BUR34 1A                            APPROX. 0.9 KM 2475317.3 |
 AH2951|---------------------------------------------------------------------|
 AH2951
 AH2951                          SUPERSEDED SURVEY CONTROL
 AH2951
 AH2951  ELLIP H (09/15/98)  212.33   (m)                       GP(       ) 3 1
 AH2951
 AH2951.Superseded values are not recommended for survey control.
 AH2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2951.See file dsdata.txt to determine how the superseded data were derived.
 AH2951
 AH2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6760476161(NAD 83)
 AH2951_MARKER: I = METAL ROD
 AH2951_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2951_STAMPING: BUR34-1B
 AH2951_MARK LOGO: ILDT  
 AH2951_PROJECTION: RECESSED 5 CENTIMETERS
 AH2951_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2951+STABILITY: POSITION/ELEVATION WELL
 AH2951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2951+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 AH2951_ROD/PIPE-DEPTH:  6.1 meters
 AH2951_SLEEVE-DEPTH  :  0.9 meters
 AH2951
 AH2951  HISTORY     - Date     Condition        Report By
 AH2951  HISTORY     - 1996     MONUMENTED       SECI
 AH2951  HISTORY     - 20010509 GOOD             USPSQD
 AH2951  HISTORY     - 20060203 GOOD             USPSQD
 AH2951
 AH2951                          STATION DESCRIPTION
 AH2951
 AH2951'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2951'STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) NORTHEAST NEPONSET,
 AH2951'4.2 MI (6.8 KM) SOUTHWEST OF SHEFFIELD, 5.3 MI (8.5 KM) SOUTHWEST OF
 AH2951'BUDA, IN THE NORTHWEST 1/4 OF SECTION 11, T 15 N, R 6 E.  TO REACH
 AH2951'FROM THE JUNCTION OF U.S.  ROUTE 34 AND U.S.  ROUTE 6, PROCEED SOUTH
 AH2951'APPROXIMATELY 4.7 MI (7.6 KM) ALONG U.S.  ROUTE 34 TO THE STATION
 AH2951'LOCATED ON THE RIGHT (NORTH) SIDE OF U.S.  ROUTE 34.  THE STATION IS
 AH2951'LOCATED 45.4 FT (13.8 M) NORTH OF THE CENTERLINE OF U.S.  ROUTE 34,
 AH2951'151.5 FT (46.2 M) NORTH OF THE CENTERLINE OF THE NORTH RAILROAD
 AH2951'TRACKS, 129.6 FT (39.5 M) NORTHWEST OF A CURVE AHEAD SIGN, 175.0 FT
 AH2951'(53.3 M) NORTHEAST OF A RAILROAD POWER POLE (THE POLES START HERE AND
 AH2951'HEAD EAST) , 163.2 FT (49.7 M) NORTHEAST OF A SHUNT RAILROAD SIGN, AND
 AH2951'2.0 FT (0.6 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2951'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2951'WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2951
 AH2951                          STATION RECOVERY (2001)
 AH2951
 AH2951'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2951'RECOVERED IN GOOD CONDITION.
 AH2951
 AH2951                          STATION RECOVERY (2006)
 AH2951
 AH2951'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 AH2951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2952 ***********************************************************************
 AH2952  DESIGNATION -  BUR34 2A
 AH2952  PID         -  AH2952
 AH2952  STATE/COUNTY-  IL/BUREAU
 AH2952  USGS QUAD   -  LA MOILLE (1982)
 AH2952
 AH2952                         *CURRENT SURVEY CONTROL
 AH2952  ___________________________________________________________________
 AH2952* NAD 83(1997)-  41 30 03.79729(N)    089 17 10.42984(W)     ADJUSTED  
 AH2952* NAVD 88     -       238.8    (meters)     783.     (feet)  GPS OBS   
 AH2952  ___________________________________________________________________
 AH2952  X           -      59,596.430 (meters)                     COMP
 AH2952  Y           -  -4,783,683.386 (meters)                     COMP
 AH2952  Z           -   4,204,396.394 (meters)                     COMP
 AH2952  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AH2952  ELLIP HEIGHT-         205.84  (meters)          (12/06/04) GPS OBS
 AH2952  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH2952
 AH2952  HORZ ORDER  -  FIRST
 AH2952  ELLP ORDER  -  FOURTH    CLASS I
 AH2952
 AH2952.The horizontal coordinates were established by GPS observations
 AH2952.and adjusted by the National Geodetic Survey in September 1998..
 AH2952
 AH2952.The orthometric height was determined by GPS observations and a
 AH2952.high-resolution geoid model.
 AH2952
 AH2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2952
 AH2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2952
 AH2952.The ellipsoidal height was determined by GPS observations
 AH2952.and is referenced to NAD 83.
 AH2952
 AH2952.The geoid height was determined by GEOID03.
 AH2952
 AH2952;                    North         East     Units Scale Factor Converg.
 AH2952;SPC IL W     -   537,043.033   773,507.887   MT  1.00000765   +0 35 00.4
 AH2952;SPC IL W     - 1,761,948.68  2,537,750.46   sFT  1.00000765   +0 35 00.4
 AH2952;UTM  16      - 4,596,904.714   309,181.699   MT  1.00004811   -1 30 55.4
 AH2952
 AH2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2952!SPC IL W     -   0.99996771  x   1.00000765  =   0.99997536
 AH2952!UTM  16      -   0.99996771  x   1.00004811  =   1.00001582
 AH2952
 AH2952:                Primary Azimuth Mark                     Grid Az
 AH2952:SPC IL W     -  BUR34 2B                                 001 10 27.9
 AH2952:UTM  16      -  BUR34 2B                                 003 16 23.7
 AH2952
 AH2952|---------------------------------------------------------------------|
 AH2952| PID    Reference Object                     Distance      Geod. Az  |
 AH2952|                                                           dddmmss.s |
 AH2952| AH2953 BUR34 2B                            APPROX. 1.0 KM 0014528.3 |
 AH2952|---------------------------------------------------------------------|
 AH2952
 AH2952                          SUPERSEDED SURVEY CONTROL
 AH2952
 AH2952  ELLIP H (09/15/98)  205.86   (m)                       GP(       ) 3 1
 AH2952
 AH2952.Superseded values are not recommended for survey control.
 AH2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2952.See file dsdata.txt to determine how the superseded data were derived.
 AH2952
 AH2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0918296905(NAD 83)
 AH2952_MARKER: I = METAL ROD
 AH2952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2952_STAMPING: BUR34-2A
 AH2952_MARK LOGO: ILDT  
 AH2952_PROJECTION: RECESSED 3 CENTIMETERS
 AH2952_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2952+STABILITY: POSITION/ELEVATION WELL
 AH2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2952+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AH2952_ROD/PIPE-DEPTH:  3.7 meters
 AH2952_SLEEVE-DEPTH  :  0.9 meters
 AH2952
 AH2952  HISTORY     - Date     Condition        Report By
 AH2952  HISTORY     - 1996     MONUMENTED       SECI
 AH2952  HISTORY     - 20010601 GOOD             USPSQD
 AH2952  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AH2952
 AH2952                          STATION DESCRIPTION
 AH2952
 AH2952'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2952'STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) SOUTH OF LAMOILLE,
 AH2952'3.0 MI (4.8 KM) NORTHWEST OF ARLINGTON IN THE NORTHWEST 1/4 OF SECTION
 AH2952'36, T 18 N, R 10 E.  TO REACH FROM THE JUNCTION OF U.S. ROUTE 34 AND
 AH2952'ILLINOIS ROUTE 89, PROCEED SOUTH APPROXIMATELY 1.7 MI (2.7 KM) ALONG
 AH2952'U.S.  ROUTE 34 TO THE STATION LOCATED ON THE RIGHT (WEST) SIDE OF U.S.
 AH2952'ROUTE 34, JUST NORTH OF THE CURVE TO THE SOUTHWEST ON U.S.  ROUTE 34
 AH2952'AND ALSO NORTH OF THE TEE INTERSECTION OF U.S.  ROUTE 34 AND 2950 E.
 AH2952'THE STATION IS LOCATED 27.5 FT (8.4 M) WEST OF THE CENTERLINE OF U.S.
 AH2952'ROUTE 34, 36.6 FT (11.2 M) NORTH OF A POWER POLE, 295.9 FT (90.2 M)
 AH2952'SOUTH OF A POWER POLE, 387.1 FT (118.0 M) SOUTHWEST OF A ILLINOIS
 AH2952'ROUTE 34 EAST SIGN, 269.3 FT (82.1 M) SOUTHWEST OF A TELEPHONE RISER,
 AH2952'180.7 FT (55.1 M) NORTHWEST OF A STOP SIGN, AND 2.0 FT (0.6 M) EAST OF
 AH2952'AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2952'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AH2952'TIES.
 AH2952
 AH2952                          STATION RECOVERY (2001)
 AH2952
 AH2952'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2952'RECOVERED IN GOOD CONDITION.
 AH2952
 AH2952                          STATION RECOVERY (2005)
 AH2952
 AH2952'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2952'NO WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2953 ***********************************************************************
 AH2953  DESIGNATION -  BUR34 2B
 AH2953  PID         -  AH2953
 AH2953  STATE/COUNTY-  IL/BUREAU
 AH2953  USGS QUAD   -  LA MOILLE (1982)
 AH2953
 AH2953                         *CURRENT SURVEY CONTROL
 AH2953  ___________________________________________________________________
 AH2953* NAD 83(1997)-  41 30 35.17447(N)    089 17 09.14874(W)     ADJUSTED  
 AH2953* NAVD 88     -       233.2    (meters)     765.     (feet)  GPS OBS   
 AH2953  ___________________________________________________________________
 AH2953  X           -      59,618.092 (meters)                     COMP
 AH2953  Y           -  -4,783,037.287 (meters)                     COMP
 AH2953  Z           -   4,205,117.589 (meters)                     COMP
 AH2953  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AH2953  ELLIP HEIGHT-         200.15  (meters)          (12/06/04) GPS OBS
 AH2953  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH2953
 AH2953  HORZ ORDER  -  FIRST
 AH2953  ELLP ORDER  -  FOURTH    CLASS I
 AH2953
 AH2953.The horizontal coordinates were established by GPS observations
 AH2953.and adjusted by the National Geodetic Survey in September 1998..
 AH2953
 AH2953.The orthometric height was determined by GPS observations and a
 AH2953.high-resolution geoid model.
 AH2953
 AH2953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2953
 AH2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2953
 AH2953.The ellipsoidal height was determined by GPS observations
 AH2953.and is referenced to NAD 83.
 AH2953
 AH2953.The geoid height was determined by GEOID03.
 AH2953
 AH2953;                    North         East     Units Scale Factor Converg.
 AH2953;SPC IL W     -   538,011.311   773,527.737   MT  1.00000768   +0 35 01.6
 AH2953;SPC IL W     - 1,765,125.44  2,537,815.58   sFT  1.00000768   +0 35 01.6
 AH2953;UTM  16      - 4,597,871.655   309,237.002   MT  1.00004785   -1 30 55.5
 AH2953
 AH2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2953!SPC IL W     -   0.99996861  x   1.00000768  =   0.99997629
 AH2953!UTM  16      -   0.99996861  x   1.00004785  =   1.00001646
 AH2953
 AH2953:                Primary Azimuth Mark                     Grid Az
 AH2953:SPC IL W     -  BUR34 2A                                 181 10 27.5
 AH2953:UTM  16      -  BUR34 2A                                 183 16 24.6
 AH2953
 AH2953|---------------------------------------------------------------------|
 AH2953| PID    Reference Object                     Distance      Geod. Az  |
 AH2953|                                                           dddmmss.s |
 AH2953| AH2952 BUR34 2A                            APPROX. 1.0 KM 1814529.1 |
 AH2953|---------------------------------------------------------------------|
 AH2953
 AH2953                          SUPERSEDED SURVEY CONTROL
 AH2953
 AH2953  ELLIP H (09/15/98)  200.18   (m)                       GP(       ) 3 1
 AH2953
 AH2953.Superseded values are not recommended for survey control.
 AH2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2953.See file dsdata.txt to determine how the superseded data were derived.
 AH2953
 AH2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0923797872(NAD 83)
 AH2953_MARKER: I = METAL ROD
 AH2953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2953_STAMPING: BYR34-2B
 AH2953_MARK LOGO: ILDT  
 AH2953_PROJECTION: RECESSED 3 CENTIMETERS
 AH2953_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2953_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2953+STABILITY: POSITION/ELEVATION WELL
 AH2953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2953+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 AH2953_ROD/PIPE-DEPTH:  3.7 meters
 AH2953_SLEEVE-DEPTH  :  0.9 meters
 AH2953
 AH2953  HISTORY     - Date     Condition        Report By
 AH2953  HISTORY     - 1996     MONUMENTED       SECI
 AH2953  HISTORY     - 20010601 GOOD             USPSQD
 AH2953  HISTORY     - 20050825 GOOD             USPSQD
 AH2953
 AH2953                          STATION DESCRIPTION
 AH2953
 AH2953'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2953'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) SOUTH OF LAMOILLE,
 AH2953'3.3 MI (5.3 KM) NORTHWEST OF ARLINGTON IN THE NORTHEAST 1/4 OF SECTION
 AH2953'36, T 18 N, R 10 E.  TO REACH FROM THE JUNCTION OF U.S. ROUTE 34 AND
 AH2953'U.S.  ROUTE 89, PROCEED SOUTH APPROXIMATELY 1.0 MI (1.6 KM) ALONG U.S.
 AH2953'ROUTE 34 TO THE STATION LOCATED AT THE SOUTHEAST CORNER OF THE
 AH2953'INTERSECTION OF U.S.  ROUTE 34 AND 2500 N.  THE STATION IS LOCATED
 AH2953'39.2 FT (11.9 M) EAST OF THE CENTERLINE OF U.S.  ROUTE 34, 32.3 FT
 AH2953'(9.8 M) SOUTH OF THE CENTERLINE OF 2500 N, 76.4 FT (23.3 M) SOUTHEAST
 AH2953'OF A POWER POLE WITH A GUY WIRE, 108.6 FT (33.1 M) SOUTHEAST OF A
 AH2953'POWER POLE, 63.96 FT (19.50 M) SOUTHWEST OF THE EAST END OF A
 AH2953'CORRUGATED METAL PIPE THAT IS SILTED IN UNDER A FIELD ENTRANCE TO THE
 AH2953'SOUTH ON 2500 N, 231.3 FT (70.5 M) WEST OF A POWER POLE, 222.8 FT
 AH2953'(67.9 M) SOUTHWEST OF THE WEST END OF A 24-IN CORRUGATED METAL PIPE
 AH2953'UNDER A FIELD ENTRANCE TO THE NORTH ON 2500 N, AND 2.0 FT (0.6 M) WEST
 AH2953'OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS
 AH2953'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AH2953'TIES AND ALSO IN THE TOP OF THE CORRUGATED METAL PIPES.
 AH2953
 AH2953                          STATION RECOVERY (2001)
 AH2953
 AH2953'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2953'RECOVERED IN GOOD CONDITION.
 AH2953
 AH2953                          STATION RECOVERY (2005)
 AH2953
 AH2953'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2954 ***********************************************************************
 AH2954  DESIGNATION -  BUR34 3A
 AH2954  PID         -  AH2954
 AH2954  STATE/COUNTY-  IL/BUREAU
 AH2954  USGS QUAD   -  MENDOTA WEST (1982)
 AH2954
 AH2954                         *CURRENT SURVEY CONTROL
 AH2954  ___________________________________________________________________
 AH2954* NAD 83(1997)-  41 32 34.72009(N)    089 11 26.05863(W)     ADJUSTED  
 AH2954* NAVD 88     -       259.2    (meters)     850.     (feet)  GPS OBS   
 AH2954  ___________________________________________________________________
 AH2954  X           -      67,539.595 (meters)                     COMP
 AH2954  Y           -  -4,780,506.135 (meters)                     COMP
 AH2954  Z           -   4,207,896.117 (meters)                     COMP
 AH2954  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AH2954  ELLIP HEIGHT-         226.28  (meters)          (12/06/04) GPS OBS
 AH2954  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AH2954
 AH2954  HORZ ORDER  -  FIRST
 AH2954  ELLP ORDER  -  FOURTH    CLASS I
 AH2954
 AH2954.The horizontal coordinates were established by GPS observations
 AH2954.and adjusted by the National Geodetic Survey in September 1998..
 AH2954
 AH2954.The orthometric height was determined by GPS observations and a
 AH2954.high-resolution geoid model.
 AH2954
 AH2954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2954
 AH2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2954
 AH2954.The ellipsoidal height was determined by GPS observations
 AH2954.and is referenced to NAD 83.
 AH2954
 AH2954.The geoid height was determined by GEOID03.
 AH2954
 AH2954;                    North         East     Units Scale Factor Converg.
 AH2954;SPC IL W     -   541,784.728   781,441.964   MT  1.00002277   +0 38 50.5
 AH2954;SPC IL W     - 1,777,505.40  2,563,780.84   sFT  1.00002277   +0 38 50.5
 AH2954;UTM  16      - 4,601,352.601   317,284.290   MT  1.00001086   -1 27 11.3
 AH2954
 AH2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2954!SPC IL W     -   0.99996451  x   1.00002277  =   0.99998728
 AH2954!UTM  16      -   0.99996451  x   1.00001086  =   0.99997537
 AH2954
 AH2954:                Primary Azimuth Mark                     Grid Az
 AH2954:SPC IL W     -  BUR34 3B                                 089 44 56.8
 AH2954:UTM  16      -  BUR34 3B                                 091 50 58.6
 AH2954
 AH2954|---------------------------------------------------------------------|
 AH2954| PID    Reference Object                     Distance      Geod. Az  |
 AH2954|                                                           dddmmss.s |
 AH2954| AH2955 BUR34 3B                            APPROX. 1.2 KM 0902347.3 |
 AH2954|---------------------------------------------------------------------|
 AH2954
 AH2954                          SUPERSEDED SURVEY CONTROL
 AH2954
 AH2954  ELLIP H (09/15/98)  226.27   (m)                       GP(       ) 3 1
 AH2954
 AH2954.Superseded values are not recommended for survey control.
 AH2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2954.See file dsdata.txt to determine how the superseded data were derived.
 AH2954
 AH2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1728401353(NAD 83)
 AH2954_MARKER: I = METAL ROD
 AH2954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2954_STAMPING: BUR34-3A
 AH2954_MARK LOGO: ILDT  
 AH2954_PROJECTION: RECESSED 3 CENTIMETERS
 AH2954_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2954+STABILITY: POSITION/ELEVATION WELL
 AH2954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2954+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 AH2954_ROD/PIPE-DEPTH:  4.9 meters
 AH2954_SLEEVE-DEPTH  :  0.9 meters
 AH2954
 AH2954  HISTORY     - Date     Condition        Report By
 AH2954  HISTORY     - 1996     MONUMENTED       SECI
 AH2954  HISTORY     - 20010601 GOOD             USPSQD
 AH2954  HISTORY     - 20050825 GOOD             USPSQD
 AH2954
 AH2954                          STATION DESCRIPTION
 AH2954
 AH2954'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2954'STATION IS LOCATED APPROXIMATELY 4.8 MI (7.7 KM) EAST OF LAMOILLE, 5.7
 AH2954'MI (9.2 KM) NORTHEAST OF ARLINGTON IN THE SOUTHEAST 1/4 OF SECTION 14,
 AH2954'T 18 N, R 11 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 34 AND U.S.
 AH2954'ROUTE 52, PROCEED WEST APPROXIMATELY 3.4 MI (5.5 KM) ALONG U.S.  ROUTE
 AH2954'34 TO THE STATION LOCATED AT NORTHEAST CORNER OF THE INTERSECTION OF
 AH2954'U.S.  ROUTE 34 (2725 N) AND 3450 N.  THE STATION IS LOCATED 32.1 FT
 AH2954'(9.8 M) NORTH OF THE CENTERLINE OF U.S.  ROUTE 34, 49.4 FT (15.1 M)
 AH2954'EAST OF THE CENTERLINE OF 3450 N, 24.6 FT (7.5 M) EAST OF A POWER
 AH2954'POLE, 114 FT (34.7 M) NORTHEAST OF STATION GROSS (NGS SECOND ORDER
 AH2954'HORIZONTAL STATION) , 79.71 NORTHEAST OF GROSS NO.  2 (1954 AZIMUTH
 AH2954'MARKER FOR GROSS) , AND THERE IS NOT A WITNESS POST AT THIS STATION.
 AH2954'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2954'WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2954
 AH2954                          STATION RECOVERY (2001)
 AH2954
 AH2954'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2954'RECOVERED IN GOOD CONDITION.
 AH2954
 AH2954                          STATION RECOVERY (2005)
 AH2954
 AH2954'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2955 ***********************************************************************
 AH2955  DESIGNATION -  BUR34 3B
 AH2955  PID         -  AH2955
 AH2955  STATE/COUNTY-  IL/BUREAU
 AH2955  USGS QUAD   -  MENDOTA WEST (1982)
 AH2955
 AH2955                         *CURRENT SURVEY CONTROL
 AH2955  ___________________________________________________________________
 AH2955* NAD 83(1997)-  41 32 34.44900(N)    089 10 34.53121(W)     ADJUSTED  
 AH2955* NAVD 88     -       242.1    (meters)     794.     (feet)  GPS OBS   
 AH2955  ___________________________________________________________________
 AH2955  X           -      68,733.716 (meters)                     COMP
 AH2955  Y           -  -4,780,481.855 (meters)                     COMP
 AH2955  Z           -   4,207,878.510 (meters)                     COMP
 AH2955  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AH2955  ELLIP HEIGHT-         209.17  (meters)          (12/06/04) GPS OBS
 AH2955  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AH2955
 AH2955  HORZ ORDER  -  FIRST
 AH2955  ELLP ORDER  -  FOURTH    CLASS I
 AH2955
 AH2955.The horizontal coordinates were established by GPS observations
 AH2955.and adjusted by the National Geodetic Survey in September 1998..
 AH2955
 AH2955.The orthometric height was determined by GPS observations and a
 AH2955.high-resolution geoid model.
 AH2955
 AH2955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2955
 AH2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2955
 AH2955.The ellipsoidal height was determined by GPS observations
 AH2955.and is referenced to NAD 83.
 AH2955
 AH2955.The geoid height was determined by GEOID03.
 AH2955
 AH2955;                    North         East     Units Scale Factor Converg.
 AH2955;SPC IL W     -   541,789.958   782,636.316   MT  1.00002518   +0 39 24.7
 AH2955;SPC IL W     - 1,777,522.55  2,567,699.31   sFT  1.00002518   +0 39 24.7
 AH2955;UTM  16      - 4,601,314.052   318,478.012   MT  1.00000551   -1 26 37.1
 AH2955
 AH2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2955!SPC IL W     -   0.99996719  x   1.00002518  =   0.99999237
 AH2955!UTM  16      -   0.99996719  x   1.00000551  =   0.99997270
 AH2955
 AH2955:                Primary Azimuth Mark                     Grid Az
 AH2955:SPC IL W     -  BUR34 3A                                 269 44 56.8
 AH2955:UTM  16      -  BUR34 3A                                 271 50 58.6
 AH2955
 AH2955|---------------------------------------------------------------------|
 AH2955| PID    Reference Object                     Distance      Geod. Az  |
 AH2955|                                                           dddmmss.s |
 AH2955| AH2954 BUR34 3A                            APPROX. 1.2 KM 2702421.5 |
 AH2955|---------------------------------------------------------------------|
 AH2955
 AH2955                          SUPERSEDED SURVEY CONTROL
 AH2955
 AH2955  ELLIP H (09/15/98)  209.16   (m)                       GP(       ) 3 1
 AH2955
 AH2955.Superseded values are not recommended for survey control.
 AH2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2955.See file dsdata.txt to determine how the superseded data were derived.
 AH2955
 AH2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1847801314(NAD 83)
 AH2955_MARKER: I = METAL ROD
 AH2955_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2955_STAMPING: BUR34-3B
 AH2955_MARK LOGO: ILDT  
 AH2955_PROJECTION: RECESSED 3 CENTIMETERS
 AH2955_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2955+STABILITY: POSITION/ELEVATION WELL
 AH2955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2955+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 AH2955_ROD/PIPE-DEPTH:  4.9 meters
 AH2955_SLEEVE-DEPTH  :  0.9 meters
 AH2955
 AH2955  HISTORY     - Date     Condition        Report By
 AH2955  HISTORY     - 1996     MONUMENTED       SECI
 AH2955  HISTORY     - 20010601 GOOD             USPSQD
 AH2955  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AH2955  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 AH2955
 AH2955                          STATION DESCRIPTION
 AH2955
 AH2955'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2955'STATION IS LOCATED APPROXIMATELY 5.5 MI (8.9 KM) EAST OF LAMOILLE, 6.0
 AH2955'MI (9.7 KM) NORTHEAST OF ARLINGTON IN THE SOUTHWEST 1/4 OF SECTION 13,
 AH2955'T 18 N, R 11 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 34 AND U.S.
 AH2955'ROUTE 52, PROCEED WEST APPROXIMATELY 2.6 MI (4.2 KM) ALONG U.S.  ROUTE
 AH2955'34 TO THE STATION LOCATED NEAR THE NORTHEAST CORNER OF A GOLF COURSE.
 AH2955'THE STATION IS LOCATED 38.2 FT (11.6 M) SOUTH OF THE CENTERLINE OF
 AH2955'U.S.  ROUTE 34, 43.9 FT (13.4 M) SOUTHEAST OF A METAL DELINEATOR POST,
 AH2955'150.1 FT (45.8 M) SOUTHWEST OF A METAL DELINEATOR POST, 70.O FT
 AH2955'SOUTHWEST OF A METAL DELINEATOR POST, 2.O FT NORTH OF A WOOD FENCE
 AH2955'CORNER POST TO A FENCE THAT RUNS SOUTH ALONG THE WEST SIDE OF THE GOLF
 AH2955'COURSE, AND 1.7 FT (0.5 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2955'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2955'WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2955
 AH2955                          STATION RECOVERY (2001)
 AH2955
 AH2955'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2955'RECOVERED IN GOOD CONDITION.
 AH2955
 AH2955                          STATION RECOVERY (2005)
 AH2955
 AH2955'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2955'BELIEVED COVERED BY DIRT REMOVED FROM POND CONSTRUCTION.
 AH2955
 AH2955                          STATION RECOVERY (2005)
 AH2955
 AH2955'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2955'BELIEVED COVERED BY DIRT REMOVED FROM POND CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2956 ***********************************************************************
 AH2956  DESIGNATION -  BUR40 1A
 AH2956  PID         -  AH2956
 AH2956  STATE/COUNTY-  IL/BUREAU
 AH2956  USGS QUAD   -  NEW BEDFORD (1982)
 AH2956
 AH2956                         *CURRENT SURVEY CONTROL
 AH2956  ___________________________________________________________________
 AH2956* NAD 83(1997)-  41 33 33.18179(N)    089 41 13.16859(W)     ADJUSTED  
 AH2956* NAVD 88     -       195.5    (meters)     641.     (feet)  GPS OBS   
 AH2956  ___________________________________________________________________
 AH2956  X           -      26,111.742 (meters)                     COMP
 AH2956  Y           -  -4,779,667.746 (meters)                     COMP
 AH2956  Z           -   4,209,203.564 (meters)                     COMP
 AH2956  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AH2956  ELLIP HEIGHT-         162.42  (meters)          (12/06/04) GPS OBS
 AH2956  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2956
 AH2956  HORZ ORDER  -  FIRST
 AH2956  ELLP ORDER  -  FOURTH    CLASS I
 AH2956
 AH2956.The horizontal coordinates were established by GPS observations
 AH2956.and adjusted by the National Geodetic Survey in September 1998..
 AH2956
 AH2956.The orthometric height was determined by GPS observations and a
 AH2956.high-resolution geoid model.
 AH2956
 AH2956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2956
 AH2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2956
 AH2956.The ellipsoidal height was determined by GPS observations
 AH2956.and is referenced to NAD 83.
 AH2956
 AH2956.The geoid height was determined by GEOID03.
 AH2956
 AH2956;                    North         East     Units Scale Factor Converg.
 AH2956;SPC IL W     -   543,239.263   740,012.255   MT  0.99996087   +0 19 05.6
 AH2956;SPC IL W     - 1,782,277.48  2,427,856.87   sFT  0.99996087   +0 19 05.6
 AH2956;UTM  16      - 4,604,325.379   275,930.689   MT  1.00021790   -1 46 59.8
 AH2956
 AH2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2956!SPC IL W     -   0.99997453  x   0.99996087  =   0.99993540
 AH2956!UTM  16      -   0.99997453  x   1.00021790  =   1.00019242
 AH2956
 AH2956:                Primary Azimuth Mark                     Grid Az
 AH2956:SPC IL W     -  BUR40 1B                                 357 28 26.9
 AH2956:UTM  16      -  BUR40 1B                                 359 34 32.3
 AH2956
 AH2956|---------------------------------------------------------------------|
 AH2956| PID    Reference Object                     Distance      Geod. Az  |
 AH2956|                                                           dddmmss.s |
 AH2956| AH2957 BUR40 1B                            APPROX. 0.7 KM 3574732.5 |
 AH2956|---------------------------------------------------------------------|
 AH2956
 AH2956                          SUPERSEDED SURVEY CONTROL
 AH2956
 AH2956  ELLIP H (09/15/98)  162.45   (m)                       GP(       ) 3 1
 AH2956
 AH2956.Superseded values are not recommended for survey control.
 AH2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2956.See file dsdata.txt to determine how the superseded data were derived.
 AH2956
 AH2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7593104325(NAD 83)
 AH2956_MARKER: I = METAL ROD
 AH2956_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2956_STAMPING: BUR40-1A
 AH2956_MARK LOGO: ILDT  
 AH2956_PROJECTION: RECESSED 5 CENTIMETERS
 AH2956_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2956+STABILITY: POSITION/ELEVATION WELL
 AH2956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2956+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AH2956_ROD/PIPE-DEPTH:  3.7 meters
 AH2956_SLEEVE-DEPTH  :  0.9 meters
 AH2956
 AH2956  HISTORY     - Date     Condition        Report By
 AH2956  HISTORY     - 1996     MONUMENTED       SECI
 AH2956  HISTORY     - 20010502 GOOD             USPSQD
 AH2956  HISTORY     - 20051025 GOOD             USPSQD
 AH2956
 AH2956                          STATION DESCRIPTION
 AH2956
 AH2956'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2956'STATION IS LOCATED APPROXIMATELY 4.8 MI (7.7 KM) WEST OF WALNUT, 3.7
 AH2956'MI (6.0 KM) NORTHEAST OF NEW BEDFORD IN THE SOUTHWEST 1/4 OF SECTION
 AH2956'10, T 18 N, R 7 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 40
 AH2956'(FORMERLY ILLINOIS ROUTE 88) AND ILLINOIS ROUTE 92, PROCEED SOUTH
 AH2956'APPROXIMATELY .17 MI (0.27 KM) ALONG ILLINOIS ROUTE 40 TO THE STATION
 AH2956'LOCATED ON THE LEFT (EAST) SIDE OF ILLINOIS ROUTE 40.  THE STATION IS
 AH2956'LOCATED 37.9 FT (11.6 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 40,
 AH2956'113.7 FT (34.7 M) SOUTHEAST OF A POWER POLE, 62.9 FT (19.2 M)
 AH2956'NORTHEAST OF A METAL DELINEATOR POST, 197.2 FT (60.1 M) NORTHEAST OF A
 AH2956'POWER POLE, 66.5 FT (20.3 M) NORTHEAST OF A STOP AHEAD SIGN, 3.0 FT
 AH2956'(0.9 M) NORTH OF A CONCRETE R.O.W.  MARKER, AND 2.0 FT (0.6 M) WEST OF
 AH2956'AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2956'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AH2956'TIES.
 AH2956
 AH2956                          STATION RECOVERY (2001)
 AH2956
 AH2956'RECOVERY NOTE BY US POWER SQUADRON 2001
 AH2956'RECOVERED IN GOOD CONDITION.
 AH2956
 AH2956                          STATION RECOVERY (2005)
 AH2956
 AH2956'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2957 ***********************************************************************
 AH2957  DESIGNATION -  BUR40 1B
 AH2957  PID         -  AH2957
 AH2957  STATE/COUNTY-  IL/BUREAU
 AH2957  USGS QUAD   -  NEW BEDFORD (1982)
 AH2957
 AH2957                         *CURRENT SURVEY CONTROL
 AH2957  ___________________________________________________________________
 AH2957* NAD 83(1997)-  41 33 57.04588(N)    089 41 14.39353(W)     ADJUSTED  
 AH2957* NAVD 88     -       196.1    (meters)     643.     (feet)  GPS OBS   
 AH2957  ___________________________________________________________________
 AH2957  X           -      26,080.694 (meters)                     COMP
 AH2957  Y           -  -4,779,179.904 (meters)                     COMP
 AH2957  Z           -   4,209,754.860 (meters)                     COMP
 AH2957  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AH2957  ELLIP HEIGHT-         163.03  (meters)          (12/06/04) GPS OBS
 AH2957  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2957
 AH2957  HORZ ORDER  -  FIRST
 AH2957  ELLP ORDER  -  FOURTH    CLASS I
 AH2957
 AH2957.The horizontal coordinates were established by GPS observations
 AH2957.and adjusted by the National Geodetic Survey in September 1998..
 AH2957
 AH2957.The orthometric height was determined by GPS observations and a
 AH2957.high-resolution geoid model.
 AH2957
 AH2957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2957
 AH2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2957
 AH2957.The ellipsoidal height was determined by GPS observations
 AH2957.and is referenced to NAD 83.
 AH2957
 AH2957.The geoid height was determined by GEOID03.
 AH2957
 AH2957;                    North         East     Units Scale Factor Converg.
 AH2957;SPC IL W     -   543,975.304   739,979.785   MT  0.99996084   +0 19 04.9
 AH2957;SPC IL W     - 1,784,692.31  2,427,750.34   sFT  0.99996084   +0 19 04.9
 AH2957;UTM  16      - 4,605,062.305   275,925.232   MT  1.00021793   -1 47 01.4
 AH2957
 AH2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2957!SPC IL W     -   0.99997443  x   0.99996084  =   0.99993527
 AH2957!UTM  16      -   0.99997443  x   1.00021793  =   1.00019235
 AH2957
 AH2957:                Primary Azimuth Mark                     Grid Az
 AH2957:SPC IL W     -  BUR40 1A                                 177 28 26.8
 AH2957:UTM  16      -  BUR40 1A                                 179 34 33.1
 AH2957
 AH2957|---------------------------------------------------------------------|
 AH2957| PID    Reference Object                     Distance      Geod. Az  |
 AH2957|                                                           dddmmss.s |
 AH2957| AH2956 BUR40 1A                            APPROX. 0.7 KM 1774731.7 |
 AH2957|---------------------------------------------------------------------|
 AH2957
 AH2957                          SUPERSEDED SURVEY CONTROL
 AH2957
 AH2957  ELLIP H (09/15/98)  163.06   (m)                       GP(       ) 3 1
 AH2957
 AH2957.Superseded values are not recommended for survey control.
 AH2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2957.See file dsdata.txt to determine how the superseded data were derived.
 AH2957
 AH2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7592505062(NAD 83)
 AH2957_MARKER: I = METAL ROD
 AH2957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2957_STAMPING: BUR40-1B
 AH2957_MARK LOGO: ILDT  
 AH2957_PROJECTION: RECESSED 3 CENTIMETERS
 AH2957_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2957+STABILITY: POSITION/ELEVATION WELL
 AH2957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2957+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AH2957_ROD/PIPE-DEPTH:  4.9 meters
 AH2957_SLEEVE-DEPTH  :  0.9 meters
 AH2957
 AH2957  HISTORY     - Date     Condition        Report By
 AH2957  HISTORY     - 1996     MONUMENTED       SECI
 AH2957  HISTORY     - 20010502 GOOD             USPSQD
 AH2957  HISTORY     - 20051025 GOOD             USPSQD
 AH2957
 AH2957                          STATION DESCRIPTION
 AH2957
 AH2957'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2957'STATION IS LOCATED APPROXIMATELY 4.9 MI (7.9 KM) NORTHWEST OF WALNUT,
 AH2957'4.1 MI (6.6 KM) NORTHEAST OF NEW BEDFORD IN THE NORTHWEST 1/4 OF
 AH2957'SECTION 9, T 18 N, R 7 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2957'ROUTE 40 (FORMERLY ILLINOIS ROUTE 88) AND ILLINOIS ROUTE 92, PROCEED
 AH2957'NORTH APPROXIMATELY 0.25 MI (0.40 KM) ALONG ILLINOIS ROUTE 40 TO THE
 AH2957'STATION LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 AH2957'ILLINOIS ROUTE 40 AND 2875 N.  THE STATION IS LOCATED 33.3 FT (10.1 M)
 AH2957'WEST OF THE CENTERLINE OF ILLINOIS ROUTE 40, 88.1 FT (26.9 M) NORTH OF
 AH2957'THE CENTERLINE OF 2875 N, 137.6 FT (41.9 M) NORTHWEST OF A POWER POLE
 AH2957'WITH A GUY WIRE, 142.5 FT (43.4 M) NORTHWEST OF A CONCRETE R.O.W.
 AH2957'MARKER, 118.6 FT (36.1 M) NORTH OF A POWER POLE WITH A GUY WIRE, 187.8
 AH2957'FT (57.2 M) NORTHEAST OF A POWER POLE, 139.2 FT (42.4 M) SOUTH OF A
 AH2957'24-IN DIAMETER TREE, 165.4 FT (50.4 M) SOUTHWEST OF A POWER POLE, 73.0
 AH2957'FT (22.3 M) SOUTHWEST OF A POWER POLE, 84.9 FT (25.9 M) NORTHWEST OF A
 AH2957'POWER POLE, AND 2.0 FT (0.6 M) EAST OF AN ORANGE FIBERGLASS WITNESS
 AH2957'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2957'NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2957
 AH2957                          STATION RECOVERY (2001)
 AH2957
 AH2957'RECOVERY NOTE BY US POWER SQUADRON 2001
 AH2957'RECOVERED IN GOOD CONDITION.
 AH2957
 AH2957                          STATION RECOVERY (2005)
 AH2957
 AH2957'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 AH2957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2939 ***********************************************************************
 AH2939  DESIGNATION -  BUR80 1A
 AH2939  PID         -  AH2939
 AH2939  STATE/COUNTY-  IL/BUREAU
 AH2939  USGS QUAD   -  MINERAL (1983)
 AH2939
 AH2939                         *CURRENT SURVEY CONTROL
 AH2939  ___________________________________________________________________
 AH2939* NAD 83(1997)-  41 23 13.67445(N)    089 49 09.37109(W)     ADJUSTED  
 AH2939* NAVD 88     -       189.3    (meters)     621.     (feet)  GPS OBS   
 AH2939  ___________________________________________________________________
 AH2939  X           -      15,116.800 (meters)                     COMP
 AH2939  Y           -  -4,792,368.405 (meters)                     COMP
 AH2939  Z           -   4,194,878.889 (meters)                     COMP
 AH2939  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AH2939  ELLIP HEIGHT-         156.22  (meters)          (12/06/04) GPS OBS
 AH2939  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2939
 AH2939  HORZ ORDER  -  FIRST
 AH2939  ELLP ORDER  -  FOURTH    CLASS I
 AH2939
 AH2939.The horizontal coordinates were established by GPS observations
 AH2939.and adjusted by the National Geodetic Survey in September 1998..
 AH2939
 AH2939.The orthometric height was determined by GPS observations and a
 AH2939.high-resolution geoid model.
 AH2939
 AH2939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2939
 AH2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2939
 AH2939.The ellipsoidal height was determined by GPS observations
 AH2939.and is referenced to NAD 83.
 AH2939
 AH2939.The geoid height was determined by GEOID03.
 AH2939
 AH2939;                    North         East     Units Scale Factor Converg.
 AH2939;SPC IL W     -   524,075.181   729,054.932   MT  0.99995156   +0 13 46.9
 AH2939;SPC IL W     - 1,719,403.32  2,391,907.72   sFT  0.99995156   +0 13 46.9
 AH2939;UTM  16      - 4,585,569.750   264,275.708   MT  1.00028389   -1 51 53.3
 AH2939
 AH2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2939!SPC IL W     -   0.99997550  x   0.99995156  =   0.99992706
 AH2939!UTM  16      -   0.99997550  x   1.00028389  =   1.00025938
 AH2939
 AH2939:                Primary Azimuth Mark                     Grid Az
 AH2939:SPC IL W     -  BUR80 1B                                 096 08 43.3
 AH2939:UTM  16      -  BUR80 1B                                 098 14 23.5
 AH2939
 AH2939|---------------------------------------------------------------------|
 AH2939| PID    Reference Object                     Distance      Geod. Az  |
 AH2939|                                                           dddmmss.s |
 AH2939| AH2940 BUR80 1B                            APPROX. 1.1 KM 0962230.2 |
 AH2939|---------------------------------------------------------------------|
 AH2939
 AH2939                          SUPERSEDED SURVEY CONTROL
 AH2939
 AH2939  ELLIP H (09/15/98)  156.25   (m)                       GP(       ) 3 1
 AH2939
 AH2939.Superseded values are not recommended for survey control.
 AH2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2939.See file dsdata.txt to determine how the superseded data were derived.
 AH2939
 AH2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6427685570(NAD 83)
 AH2939_MARKER: I = METAL ROD
 AH2939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2939_STAMPING: BUR80-1A
 AH2939_MARK LOGO: ILDT  
 AH2939_PROJECTION: RECESSED 3 CENTIMETERS
 AH2939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2939+STABILITY: POSITION/ELEVATION WELL
 AH2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2939+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2001
 AH2939_ROD/PIPE-DEPTH:  8.5 meters
 AH2939_SLEEVE-DEPTH  :  0.9 meters
 AH2939
 AH2939  HISTORY     - Date     Condition        Report By
 AH2939  HISTORY     - 1996     MONUMENTED       SECI
 AH2939  HISTORY     - 20010509 GOOD             USPSQD
 AH2939
 AH2939                          STATION DESCRIPTION
 AH2939
 AH2939'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2939'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) NORTHEAST OF MINERAL,
 AH2939'4.2 MI (6.8 KM) NORTHWEST OF SHEFFIELD, IN THE CENTER OF SECTION 9, T
 AH2939'16 N, R 6 E.  TO REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 80 AND
 AH2939'ILLINOIS ROUTE 78, PROCEED EAST APPROXIMATELY 4.6 MI (7.4 KM) ALONG
 AH2939'INTERSTATE ROUTE 80 TO THE STATION ON THE LEFT (NORTH) SIDE OF THE
 AH2939'EAST BOUND LANE OF INTERSTATE 80 IN A GRASS MEDIAN BETWEEN THE EAST
 AH2939'BOUND AND WEST BOUND LANES OF INTERSTATE ROUTE 80 (NEAR MILE MARKER
 AH2939'37.02) .  THE STATION IS LOCATED 39.3 FT (12.0 M) SOUTH OF THE
 AH2939'CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE ROUTE 80, 49.2 FT
 AH2939'(15.0 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 AH2939'ROUTE 80, 69.5 FT (21.2 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A
 AH2939'CONCRETE DRAINAGE STRUCTURE, 84.3 FT (25.7 M) NORTHWEST OF THE
 AH2939'NORTHEAST CORNER OF A CONCRETE DRAINAGE STRUCTURE, 120.2 FT (36.6 M)
 AH2939'NORTH OF A CONCRETE R.O.W.  MARKER, 10.0 FT (3.0 M) NORTHEAST OF A
 AH2939'WOOD POST, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE FIBERGLASS WITNESS
 AH2939'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2939'NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2939
 AH2939                          STATION RECOVERY (2001)
 AH2939
 AH2939'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2940 ***********************************************************************
 AH2940  DESIGNATION -  BUR80 1B
 AH2940  PID         -  AH2940
 AH2940  STATE/COUNTY-  IL/BUREAU
 AH2940  USGS QUAD   -  MINERAL (1983)
 AH2940
 AH2940                         *CURRENT SURVEY CONTROL
 AH2940  ___________________________________________________________________
 AH2940* NAD 83(1997)-  41 23 09.87554(N)    089 48 24.25234(W)     ADJUSTED  
 AH2940* NAVD 88     -       191.4    (meters)     628.     (feet)  GPS OBS   
 AH2940  ___________________________________________________________________
 AH2940  X           -      16,165.358 (meters)                     COMP
 AH2940  Y           -  -4,792,444.052 (meters)                     COMP
 AH2940  Z           -   4,194,792.352 (meters)                     COMP
 AH2940  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AH2940  ELLIP HEIGHT-         158.33  (meters)          (12/06/04) GPS OBS
 AH2940  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2940
 AH2940  HORZ ORDER  -  FIRST
 AH2940  ELLP ORDER  -  FOURTH    CLASS I
 AH2940
 AH2940.The horizontal coordinates were established by GPS observations
 AH2940.and adjusted by the National Geodetic Survey in September 1998..
 AH2940
 AH2940.The orthometric height was determined by GPS observations and a
 AH2940.high-resolution geoid model.
 AH2940
 AH2940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2940
 AH2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2940
 AH2940.The ellipsoidal height was determined by GPS observations
 AH2940.and is referenced to NAD 83.
 AH2940
 AH2940.The geoid height was determined by GEOID03.
 AH2940
 AH2940;                    North         East     Units Scale Factor Converg.
 AH2940;SPC IL W     -   523,962.268   730,103.631   MT  0.99995233   +0 14 16.7
 AH2940;SPC IL W     - 1,719,032.87  2,395,348.33   sFT  0.99995233   +0 14 16.7
 AH2940;UTM  16      - 4,585,418.536   265,319.922   MT  1.00027784   -1 51 23.3
 AH2940
 AH2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2940!SPC IL W     -   0.99997517  x   0.99995233  =   0.99992750
 AH2940!UTM  16      -   0.99997517  x   1.00027784  =   1.00025300
 AH2940
 AH2940:                Primary Azimuth Mark                     Grid Az
 AH2940:SPC IL W     -  BUR80 1A                                 276 08 43.3
 AH2940:UTM  16      -  BUR80 1A                                 278 14 23.3
 AH2940
 AH2940|---------------------------------------------------------------------|
 AH2940| PID    Reference Object                     Distance      Geod. Az  |
 AH2940|                                                           dddmmss.s |
 AH2940| AH2939 BUR80 1A                            APPROX. 1.1 KM 2762300.0 |
 AH2940|---------------------------------------------------------------------|
 AH2940
 AH2940                          SUPERSEDED SURVEY CONTROL
 AH2940
 AH2940  ELLIP H (09/15/98)  158.35   (m)                       GP(       ) 3 1
 AH2940
 AH2940.Superseded values are not recommended for survey control.
 AH2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2940.See file dsdata.txt to determine how the superseded data were derived.
 AH2940
 AH2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6532085419(NAD 83)
 AH2940_MARKER: I = METAL ROD
 AH2940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2940_STAMPING: BUR80-1B
 AH2940_MARK LOGO: ILDT  
 AH2940_PROJECTION: RECESSED 3 CENTIMETERS
 AH2940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2940+STABILITY: POSITION/ELEVATION WELL
 AH2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2940+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2001
 AH2940_ROD/PIPE-DEPTH:  2.4 meters
 AH2940_SLEEVE-DEPTH  :  0.9 meters
 AH2940
 AH2940  HISTORY     - Date     Condition        Report By
 AH2940  HISTORY     - 1996     MONUMENTED       SECI
 AH2940  HISTORY     - 20010509 GOOD             USPSQD
 AH2940
 AH2940                          STATION DESCRIPTION
 AH2940
 AH2940'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2940'STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) NORTHEAST OF MINERAL,
 AH2940'4.0 MI (6.4 KM) NORTHWEST OF SHEFFIELD, IN THE EAST 1/2 OF SECTION 9,
 AH2940'T 16 N, R 6 E.  TO REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 80
 AH2940'AND ILLINOIS ROUTE 78, PROCEED EAST APPROXIMATELY 5.25 MI (8.45 KM)
 AH2940'ALONG INTERSTATE ROUTE 80 TO THE STATION ON THE LEFT (NORTH) SIDE OF
 AH2940'THE EAST BOUND LANE OF INTERSTATE ROUTE 80 IN A GRASS MEDIAN BETWEEN
 AH2940'THE EAST BOUND AND WEST BOUND LANES OF INTERSTATE ROUTE 80 (NEAR MILE
 AH2940'MARKER 38.58) , JUST WEST OF A PAVED AUTHORIZED VEHICLES ONLY TURN
 AH2940'AROUND.  THE STATION IS LOCATED 48.2 FT (14.7 M) SOUTH OF THE
 AH2940'CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE ROUTE 80, 40.7 FT
 AH2940'(12.4 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 AH2940'ROUTE 80, 22 FT (6.7 M) WEST OF THE CENTER OF THE AUTHORIZED VEHICLES
 AH2940'ONLY TURN AROUND, 144.0 FT (43.9 M) NORTHEAST OF A WOOD FENCE POST,
 AH2940'108.7 FT (33.1 M) NORTHWEST OF A 3-FT DIAMETER TREE, 72.2 FT (22.0 M)
 AH2940'NORTHWEST OF A SMALL CONCRETE DRAINAGE STRUCTURE, 126.3 FT (38.5 M)
 AH2940'NORTHWEST OF A 15-IN DIAMETER TREE, 44.1 FT (13.4 M) WEST OF A NO U
 AH2940'TRUN SIGN, 8 FT (2.4 M) WEST OF A METAL POST, AND 2.O FT EAST OF AN
 AH2940'ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS
 AH2940'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AH2940'TIES.
 AH2940
 AH2940                          STATION RECOVERY (2001)
 AH2940
 AH2940'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2941 ***********************************************************************
 AH2941  DESIGNATION -  BUR80 2A
 AH2941  PID         -  AH2941
 AH2941  STATE/COUNTY-  IL/BUREAU
 AH2941  USGS QUAD   -  MANLIUS (1983)
 AH2941
 AH2941                         *CURRENT SURVEY CONTROL
 AH2941  ___________________________________________________________________
 AH2941* NAD 83(1997)-  41 23 23.09143(N)    089 40 09.43046(W)     ADJUSTED  
 AH2941* NAVD 88     -       197.8    (meters)     649.     (feet)  GPS OBS   
 AH2941  ___________________________________________________________________
 AH2941  X           -      27,660.674 (meters)                     COMP
 AH2941  Y           -  -4,792,126.748 (meters)                     COMP
 AH2941  Z           -   4,195,102.507 (meters)                     COMP
 AH2941  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AH2941  ELLIP HEIGHT-         164.77  (meters)          (12/06/04) GPS OBS
 AH2941  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH2941
 AH2941  HORZ ORDER  -  FIRST
 AH2941  ELLP ORDER  -  FOURTH    CLASS I
 AH2941
 AH2941.The horizontal coordinates were established by GPS observations
 AH2941.and adjusted by the National Geodetic Survey in September 1998..
 AH2941
 AH2941.The orthometric height was determined by GPS observations and a
 AH2941.high-resolution geoid model.
 AH2941
 AH2941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2941
 AH2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2941
 AH2941.The ellipsoidal height was determined by GPS observations
 AH2941.and is referenced to NAD 83.
 AH2941
 AH2941.The geoid height was determined by GEOID03.
 AH2941
 AH2941;                    North         East     Units Scale Factor Converg.
 AH2941;SPC IL W     -   524,426.824   741,597.338   MT  0.99996246   +0 19 43.9
 AH2941;SPC IL W     - 1,720,557.01  2,433,057.27   sFT  0.99996246   +0 19 43.9
 AH2941;UTM  16      - 4,585,462.737   276,826.243   MT  1.00021299   -1 45 56.2
 AH2941
 AH2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2941!SPC IL W     -   0.99997416  x   0.99996246  =   0.99993662
 AH2941!UTM  16      -   0.99997416  x   1.00021299  =   1.00018714
 AH2941
 AH2941:                Primary Azimuth Mark                     Grid Az
 AH2941:SPC IL W     -  BUR80 2B                                 079 43 43.2
 AH2941:UTM  16      -  BUR80 2B                                 081 49 23.3
 AH2941
 AH2941|---------------------------------------------------------------------|
 AH2941| PID    Reference Object                     Distance      Geod. Az  |
 AH2941|                                                           dddmmss.s |
 AH2941| AH2942 BUR80 2B                            APPROX. 1.1 KM 0800327.1 |
 AH2941|---------------------------------------------------------------------|
 AH2941
 AH2941                          SUPERSEDED SURVEY CONTROL
 AH2941
 AH2941  ELLIP H (09/15/98)  164.79   (m)                       GP(       ) 3 1
 AH2941
 AH2941.Superseded values are not recommended for survey control.
 AH2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2941.See file dsdata.txt to determine how the superseded data were derived.
 AH2941
 AH2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7682685463(NAD 83)
 AH2941_MARKER: I = METAL ROD
 AH2941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2941_STAMPING: BUR80-2A
 AH2941_MARK LOGO: ILDT  
 AH2941_PROJECTION: RECESSED 3 CENTIMETERS
 AH2941_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2941+STABILITY: POSITION/ELEVATION WELL
 AH2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2941+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 AH2941_ROD/PIPE-DEPTH:  7.3 meters
 AH2941_SLEEVE-DEPTH  :  0.9 meters
 AH2941
 AH2941  HISTORY     - Date     Condition        Report By
 AH2941  HISTORY     - 1996     MONUMENTED       SECI
 AH2941  HISTORY     - 20010502 GOOD             USPSQD
 AH2941  HISTORY     - 20060203 GOOD             USPSQD
 AH2941
 AH2941                          STATION DESCRIPTION
 AH2941
 AH2941'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2941'STATION IS LOCATED APPROXIMATELY 4.5 MI (7.2 KM) NORTHEAST OF
 AH2941'SHEFFIELD, 4.5 MI (7.2 KM) NORTH OF BUDA, 4.5 MI (7.2 KM) NORTHWEST OF
 AH2941'WYANET IN THE NORTHWEST 1/4 OF SECTION 11, T 16 N, R 7 E.  TO REACH
 AH2941'FROM THE INTERCHANGE OF INTERSTATE ROUTE 80 AND ILLINOIS ROUTE 40
 AH2941'(FORMERLY ILLINOIS ROUTE 88) , PROCEED EAST APPROXIMATELY 0.8 MI (1.3
 AH2941'KM) ALONG INTERSTATE ROUTE 80 TO THE STATION ON THE LEFT (NORTH) SIDE
 AH2941'OF THE EAST BOUND LANE OF INTERSTATE ROUTE 80 IN A GRASS MEDIAN
 AH2941'BETWEEN THE EAST BOUND AND WEST BOUND LANES OF INTERSTATE ROUTE 80
 AH2941'(NEAR MILE MARKER 45.7) .  THE STATION IS LOCATED 47.3 FT (14.4 M)
 AH2941'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE ROUTE
 AH2941'80, 41.9 FT (12.8 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES
 AH2941'OF INTERSTATE ROUTE 80, 81.7 FT (24.9 M) SOUTHWEST OF A BOLT ON A
 AH2941'METAL GRATE OVER A CONCRETE FLARED END SECTION, 75.8 FT (23.1 M)
 AH2941'NORTHEAST OF A BOLT ON A METAL GRATE OVER A CONCRETE FLARED END
 AH2941'SECTION, 4.3 FT (1.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AH2941'CONCRETE DRAINAGE STRUCTURE, 3.1 FT (0.9 M) WEST OF A WOOD POST, AND
 AH2941'2.1 FT (0.6 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2941'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2941'WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2941
 AH2941                          STATION RECOVERY (2001)
 AH2941
 AH2941'RECOVERY NOTE BY US POWER SQUADRON 2001
 AH2941'RECOVERED IN GOOD CONDITION.
 AH2941
 AH2941                          STATION RECOVERY (2006)
 AH2941
 AH2941'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 AH2941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2942 ***********************************************************************
 AH2942  DESIGNATION -  BUR80 2B
 AH2942  PID         -  AH2942
 AH2942  STATE/COUNTY-  IL/BUREAU
 AH2942  USGS QUAD   -  MANLIUS (1983)
 AH2942
 AH2942                         *CURRENT SURVEY CONTROL
 AH2942  ___________________________________________________________________
 AH2942* NAD 83(1997)-  41 23 29.35203(N)    089 39 21.98268(W)     ADJUSTED  
 AH2942* NAVD 88     -       203.4    (meters)     667.     (feet)  GPS OBS   
 AH2942  ___________________________________________________________________
 AH2942  X           -      28,762.280 (meters)                     COMP
 AH2942  Y           -  -4,791,996.695 (meters)                     COMP
 AH2942  Z           -   4,195,251.059 (meters)                     COMP
 AH2942  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AH2942  ELLIP HEIGHT-         170.29  (meters)          (12/06/04) GPS OBS
 AH2942  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH2942
 AH2942  HORZ ORDER  -  FIRST
 AH2942  ELLP ORDER  -  FOURTH    CLASS I
 AH2942
 AH2942.The horizontal coordinates were established by GPS observations
 AH2942.and adjusted by the National Geodetic Survey in September 1998..
 AH2942
 AH2942.The orthometric height was determined by GPS observations and a
 AH2942.high-resolution geoid model.
 AH2942
 AH2942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2942
 AH2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2942
 AH2942.The ellipsoidal height was determined by GPS observations
 AH2942.and is referenced to NAD 83.
 AH2942
 AH2942.The geoid height was determined by GEOID03.
 AH2942
 AH2942;                    North         East     Units Scale Factor Converg.
 AH2942;SPC IL W     -   524,626.366   742,698.479   MT  0.99996361   +0 20 15.3
 AH2942;SPC IL W     - 1,721,211.67  2,436,669.93   sFT  0.99996361   +0 20 15.3
 AH2942;UTM  16      - 4,585,621.941   277,934.215   MT  1.00020692   -1 45 25.0
 AH2942
 AH2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2942!SPC IL W     -   0.99997329  x   0.99996361  =   0.99993690
 AH2942!UTM  16      -   0.99997329  x   1.00020692  =   1.00018020
 AH2942
 AH2942:                Primary Azimuth Mark                     Grid Az
 AH2942:SPC IL W     -  BUR80 2A                                 259 43 43.2
 AH2942:UTM  16      -  BUR80 2A                                 261 49 23.5
 AH2942
 AH2942|---------------------------------------------------------------------|
 AH2942| PID    Reference Object                     Distance      Geod. Az  |
 AH2942|                                                           dddmmss.s |
 AH2942| AH2941 BUR80 2A                            APPROX. 1.1 KM 2600358.5 |
 AH2942|---------------------------------------------------------------------|
 AH2942
 AH2942                          SUPERSEDED SURVEY CONTROL
 AH2942
 AH2942  ELLIP H (09/15/98)  170.31   (m)                       GP(       ) 3 1
 AH2942
 AH2942.Superseded values are not recommended for survey control.
 AH2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2942.See file dsdata.txt to determine how the superseded data were derived.
 AH2942
 AH2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7793485622(NAD 83)
 AH2942_MARKER: I = METAL ROD
 AH2942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2942_STAMPING: BUR80-2B
 AH2942_MARK LOGO: ILDT  
 AH2942_PROJECTION: RECESSED 3 CENTIMETERS
 AH2942_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2942+STABILITY: POSITION/ELEVATION WELL
 AH2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2942+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 AH2942_ROD/PIPE-DEPTH:  2.4 meters
 AH2942_SLEEVE-DEPTH  :  0.9 meters
 AH2942
 AH2942  HISTORY     - Date     Condition        Report By
 AH2942  HISTORY     - 1996     MONUMENTED       SECI
 AH2942  HISTORY     - 20010502 GOOD             USPSQD
 AH2942  HISTORY     - 20060203 GOOD             USPSQD
 AH2942
 AH2942                          STATION DESCRIPTION
 AH2942
 AH2942'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2942'STATION IS LOCATED APPROXIMATELY 5.2 MI (8.4 KM) NORTHEAST OF
 AH2942'SHEFFIELD, 5.0 MI (8.0 KM) NORTHEAST OF BUDA, 3.8 MI (6.1 KM)
 AH2942'NORTHWEST OF WYANET IN THE NORTHEAST 1/4 OF SECTION 11, T 16 N, R 7 E.
 AH2942'TO REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 80 AND ILLINOIS
 AH2942'ROUTE 40 (FORMERLY ILLINOIS ROUTE 88) , PROCEED EAST APPROXIMATELY 1.5
 AH2942'MI (2.4 KM) ALONG INTERSTATE ROUTE 80 TO THE STATION ON THE LEFT
 AH2942'(NORTH) SIDE OF THE EAST BOUND LANE OF INTERSTATE ROUTE 80 IN A GRASS
 AH2942'MEDIAN BETWEEN THE EAST BOUND AND WEST BOUND LANES OF INTERSTATE ROUTE
 AH2942'80 (NEAR MILE MARKER 46.4) .  THE STATION IS LOCATED 46.8 FT (14.3 M)
 AH2942'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE ROUTE
 AH2942'80, 42.0 FT (12.8 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES
 AH2942'OF INTERSTATE ROUTE 80, 77.6 FT (23.7 M) NORTHWEST OF A BOLT ON A
 AH2942'METAL GRATE OVER A CONCRETE FLARED END SECTION, 76.0 FT (23.2 M)
 AH2942'SOUTHWEST OF A BOLT ON A METAL GRATE OVER A CONCRETE FLARED END
 AH2942'SECTION, 117.1 FT (35.7 M) SOUTH OF A 16-IN DIAMETER TREE, 2.3 FT (0.7
 AH2942'M) EAST OF A WOOD POST, 2.4 FT (0.7 M) WEST OF A WOOD POST, AND 2.0 FT
 AH2942'(0.6 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO
 AH2942'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2942'THE WOOD PHYSICAL TIES.
 AH2942
 AH2942                          STATION RECOVERY (2001)
 AH2942
 AH2942'RECOVERY NOTE BY US POWER SQUADRON 2001
 AH2942'RECOVERED IN GOOD CONDITION.
 AH2942
 AH2942                          STATION RECOVERY (2006)
 AH2942
 AH2942'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 AH2942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2943 ***********************************************************************
 AH2943  DESIGNATION -  BUR80 3A
 AH2943  PID         -  AH2943
 AH2943  STATE/COUNTY-  IL/BUREAU
 AH2943  USGS QUAD   -  PRINCETON NORTH (1979)
 AH2943
 AH2943                         *CURRENT SURVEY CONTROL
 AH2943  ___________________________________________________________________
 AH2943* NAD 83(1997)-  41 23 52.72797(N)    089 28 55.21827(W)     ADJUSTED  
 AH2943* NAVD 88     -       209.1    (meters)     686.     (feet)  GPS OBS   
 AH2943  ___________________________________________________________________
 AH2943  X           -      43,319.003 (meters)                     COMP
 AH2943  Y           -  -4,791,414.566 (meters)                     COMP
 AH2943  Z           -   4,195,795.809 (meters)                     COMP
 AH2943  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AH2943  ELLIP HEIGHT-         175.95  (meters)          (12/06/04) GPS OBS
 AH2943  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AH2943
 AH2943  HORZ ORDER  -  FIRST
 AH2943  ELLP ORDER  -  FOURTH    CLASS I
 AH2943
 AH2943.The horizontal coordinates were established by GPS observations
 AH2943.and adjusted by the National Geodetic Survey in September 1998..
 AH2943
 AH2943.The orthometric height was determined by GPS observations and a
 AH2943.high-resolution geoid model.
 AH2943
 AH2943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2943
 AH2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2943
 AH2943.The ellipsoidal height was determined by GPS observations
 AH2943.and is referenced to NAD 83.
 AH2943
 AH2943.The geoid height was determined by GEOID03.
 AH2943
 AH2943;                    North         East     Units Scale Factor Converg.
 AH2943;SPC IL W     -   525,447.907   757,253.051   MT  0.99998150   +0 27 10.0
 AH2943;SPC IL W     - 1,723,907.01  2,484,421.05   sFT  0.99998150   +0 27 10.0
 AH2943;UTM  16      - 4,585,911.028   292,511.943   MT  1.00012985   -1 38 30.8
 AH2943
 AH2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2943!SPC IL W     -   0.99997240  x   0.99998150  =   0.99995390
 AH2943!UTM  16      -   0.99997240  x   1.00012985  =   1.00010225
 AH2943
 AH2943:                Primary Azimuth Mark                     Grid Az
 AH2943:SPC IL W     -  BUR80 3B                                 081 33 19.4
 AH2943:UTM  16      -  BUR80 3B                                 083 39 00.2
 AH2943
 AH2943|---------------------------------------------------------------------|
 AH2943| PID    Reference Object                     Distance      Geod. Az  |
 AH2943|                                                           dddmmss.s |
 AH2943| AH2944 BUR80 3B                            APPROX. 1.0 KM 0820029.4 |
 AH2943|---------------------------------------------------------------------|
 AH2943
 AH2943                          SUPERSEDED SURVEY CONTROL
 AH2943
 AH2943  ELLIP H (09/15/98)  175.97   (m)                       GP(       ) 3 1
 AH2943
 AH2943.Superseded values are not recommended for survey control.
 AH2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2943.See file dsdata.txt to determine how the superseded data were derived.
 AH2943
 AH2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9251285911(NAD 83)
 AH2943_MARKER: I = METAL ROD
 AH2943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2943_STAMPING: BUR80-3A
 AH2943_MARK LOGO: ILDT  
 AH2943_PROJECTION: FLUSH
 AH2943_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2943+STABILITY: POSITION/ELEVATION WELL
 AH2943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2943+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AH2943_ROD/PIPE-DEPTH:  4.9 meters
 AH2943_SLEEVE-DEPTH  :  0.9 meters
 AH2943
 AH2943  HISTORY     - Date     Condition        Report By
 AH2943  HISTORY     - 1996     MONUMENTED       SECI
 AH2943  HISTORY     - 20010606 GOOD             USPSQD
 AH2943  HISTORY     - 20050707 GOOD             USPSQD
 AH2943
 AH2943                          STATION DESCRIPTION
 AH2943
 AH2943'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2943'STATION IS LOCATED APPROXIMATELY 5.8 MI (9.3 KM) NORTHEAST OF WYANET,
 AH2943'2.0 MI (3.2 KM) NORTH OF PRINCETON IN THE SOUTHWEST 1/4 OF SECTION 5,
 AH2943'T 16 N, R 9 E.  TO REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 80
 AH2943'AND ILLINOIS ROUTE 26, PROCEED WEST APPROXIMATELY 0.6 MI (1.0 KM)
 AH2943'ALONG INTERSTATE ROUTE 80 TO THE STATION ON THE LEFT (SOUTH) SIDE OF
 AH2943'THE WEST BOUND LANE OF INTERSTATE ROUTE 80 IN A GRASS MEDIAN BETWEEN
 AH2943'THE EAST BOUND AND WEST BOUND LANES OF INTERSTATE ROUTE 80, JUST WEST
 AH2943'OF A TURN AROUND.  THE STATION IS LOCATED 41.9 FT (12.8 M) SOUTH OF
 AH2943'THE CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE ROUTE 80, 46.6 FT
 AH2943'(14.2 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 AH2943'ROUTE 80, 19 FT (5.8 M) WEST OF THE CENTER OF A TURN AROUND, 41.5 FT
 AH2943'(12.6 M) WEST OF A NO U TURN SIGN, 206.5 FT (62.9 M) NORTHEAST OF
 AH2943'15-IN DIAMETER TREE, 157.6 FT (48.0 M) NORTHEAST OF A 14-IN DIAMETER
 AH2943'TREE, 140.1 FT (42.7 M) NORTHEAST OF A 14-IN DIAMETER TREE, 118.1 FT
 AH2943'(36.0 M) SOUTHEAST OF A 14-IN DIAMETER TREE, 206.1 FT (62.8 M)
 AH2943'SOUTHWEST OF A SPEED LIMIT 65 SIGN, 238.2 FT (72.6 M) NORTHWEST OF A
 AH2943'ILLINOIS 26 EXIT 56 SIGN, AND 2.1 FT (0.6 M) EAST OF AN ORANGE
 AH2943'FIBERGLASS WITNESS SIGN.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2943'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES.
 AH2943
 AH2943                          STATION RECOVERY (2001)
 AH2943
 AH2943'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2943'RECOVERED IN GOOD CONDITION.
 AH2943
 AH2943                          STATION RECOVERY (2005)
 AH2943
 AH2943'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 AH2943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2944 ***********************************************************************
 AH2944  DESIGNATION -  BUR80 3B
 AH2944  PID         -  AH2944
 AH2944  STATE/COUNTY-  IL/BUREAU
 AH2944  USGS QUAD   -  PRINCETON NORTH (1979)
 AH2944
 AH2944                         *CURRENT SURVEY CONTROL
 AH2944  ___________________________________________________________________
 AH2944* NAD 83(1997)-  41 23 57.45753(N)    089 28 10.45572(W)     ADJUSTED  
 AH2944* NAVD 88     -       204.1    (meters)     670.     (feet)  GPS OBS   
 AH2944  ___________________________________________________________________
 AH2944  X           -      44,357.883 (meters)                     COMP
 AH2944  Y           -  -4,791,304.844 (meters)                     COMP
 AH2944  Z           -   4,195,901.982 (meters)                     COMP
 AH2944  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AH2944  ELLIP HEIGHT-         170.99  (meters)          (12/06/04) GPS OBS
 AH2944  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AH2944
 AH2944  HORZ ORDER  -  FIRST
 AH2944  ELLP ORDER  -  FOURTH    CLASS I
 AH2944
 AH2944.The horizontal coordinates were established by GPS observations
 AH2944.and adjusted by the National Geodetic Survey in September 1998..
 AH2944
 AH2944.The orthometric height was determined by GPS observations and a
 AH2944.high-resolution geoid model.
 AH2944
 AH2944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2944
 AH2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2944
 AH2944.The ellipsoidal height was determined by GPS observations
 AH2944.and is referenced to NAD 83.
 AH2944
 AH2944.The geoid height was determined by GEOID03.
 AH2944
 AH2944;                    North         East     Units Scale Factor Converg.
 AH2944;SPC IL W     -   525,602.100   758,291.648   MT  0.99998298   +0 27 39.6
 AH2944;SPC IL W     - 1,724,412.89  2,487,828.52   sFT  0.99998298   +0 27 39.6
 AH2944;UTM  16      - 4,586,027.173   293,555.633   MT  1.00012453   -1 38 01.4
 AH2944
 AH2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2944!SPC IL W     -   0.99997318  x   0.99998298  =   0.99995616
 AH2944!UTM  16      -   0.99997318  x   1.00012453  =   1.00009771
 AH2944
 AH2944:                Primary Azimuth Mark                     Grid Az
 AH2944:SPC IL W     -  BUR80 3A                                 261 33 19.4
 AH2944:UTM  16      -  BUR80 3A                                 263 39 00.4
 AH2944
 AH2944|---------------------------------------------------------------------|
 AH2944| PID    Reference Object                     Distance      Geod. Az  |
 AH2944|                                                           dddmmss.s |
 AH2944| AH2943 BUR80 3A                            APPROX. 1.0 KM 2620059.0 |
 AH2944|---------------------------------------------------------------------|
 AH2944
 AH2944                          SUPERSEDED SURVEY CONTROL
 AH2944
 AH2944  ELLIP H (09/15/98)  171.02   (m)                       GP(       ) 3 1
 AH2944
 AH2944.Superseded values are not recommended for survey control.
 AH2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2944.See file dsdata.txt to determine how the superseded data were derived.
 AH2944
 AH2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9355686027(NAD 83)
 AH2944_MARKER: I = METAL ROD
 AH2944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2944_STAMPING: BUR80-3B
 AH2944_MARK LOGO: ILDT  
 AH2944_PROJECTION: FLUSH
 AH2944_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2944+STABILITY: POSITION/ELEVATION WELL
 AH2944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2944+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 AH2944_ROD/PIPE-DEPTH:  2.4 meters
 AH2944_SLEEVE-DEPTH  :  0.9 meters
 AH2944
 AH2944  HISTORY     - Date     Condition        Report By
 AH2944  HISTORY     - 1996     MONUMENTED       SECI
 AH2944  HISTORY     - 20010502 GOOD             USPSQD
 AH2944  HISTORY     - 20060203 GOOD             USPSQD
 AH2944
 AH2944                          STATION DESCRIPTION
 AH2944
 AH2944'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2944'STATION IS LOCATED APPROXIMATELY 6.2 MI (10.0 KM) NORTHEAST OF WYANET,
 AH2944'2.1 MI (3.4 KM) NORTH OF PRINCETON AT THE INTERCHANGE OF INTERSTATE
 AH2944'ROUTE 80 AND ILLINOIS ROUTE 26 IN THE SOUTHEAST 1/4 OF SECTION 5, T 16
 AH2944'N, R 9 E.  THE STATION IS LOCATED 111 FT (33.8 M) WEST OF THE
 AH2944'CENTERLINE OF ILLINOIS ROUTE 26, 41.3 FT (12.6 M) SOUTH OF THE
 AH2944'CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE ROUTE 80, 38.9 FT
 AH2944'(11.9 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 AH2944'ROUTE 80, 124.5 FT (37.9 M) NORTHEAST OF A 10-IN DIAMETER TREE, 162.3
 AH2944'FT (49.5 M) NORTHEAST OF A POWER POLE, 147.0 FT (44.8 M) NORTHEAST OF
 AH2944'THE WEST END OF A GUARDRAIL SOUTH OF THE EAST BOUND LANES, 44.6 FT
 AH2944'(13.6 M) WEST OF THE WEST END OF A SOUTH GUARDRAIL AROUND THE BRIDGE
 AH2944'PIER, 181.O FT SOUTHEAST OF A POWER POLE, AND 2.0 FT (0.6 M) NORTH OF
 AH2944'AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2944'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AH2944'TIES.
 AH2944
 AH2944                          STATION RECOVERY (2001)
 AH2944
 AH2944'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2944'RECOVERED IN GOOD CONDITION.
 AH2944
 AH2944                          STATION RECOVERY (2006)
 AH2944
 AH2944'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 AH2944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2945 ***********************************************************************
 AH2945  DESIGNATION -  BUR80 4A
 AH2945  PID         -  AH2945
 AH2945  STATE/COUNTY-  IL/BUREAU
 AH2945  USGS QUAD   -  MALDEN (1966)
 AH2945
 AH2945                         *CURRENT SURVEY CONTROL
 AH2945  ___________________________________________________________________
 AH2945* NAD 83(1997)-  41 23 43.04058(N)    089 17 50.12802(W)     ADJUSTED  
 AH2945* NAVD 88     -       205.2    (meters)     673.     (feet)  GPS OBS   
 AH2945  ___________________________________________________________________
 AH2945  X           -      58,770.810 (meters)                     COMP
 AH2945  Y           -  -4,791,444.745 (meters)                     COMP
 AH2945  Z           -   4,195,569.100 (meters)                     COMP
 AH2945  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AH2945  ELLIP HEIGHT-         172.15  (meters)          (12/06/04) GPS OBS
 AH2945  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH2945
 AH2945  HORZ ORDER  -  FIRST
 AH2945  ELLP ORDER  -  FOURTH    CLASS I
 AH2945
 AH2945.The horizontal coordinates were established by GPS observations
 AH2945.and adjusted by the National Geodetic Survey in September 1998..
 AH2945
 AH2945.The orthometric height was determined by GPS observations and a
 AH2945.high-resolution geoid model.
 AH2945
 AH2945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2945
 AH2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2945
 AH2945.The ellipsoidal height was determined by GPS observations
 AH2945.and is referenced to NAD 83.
 AH2945
 AH2945.The geoid height was determined by GEOID03.
 AH2945
 AH2945;                    North         East     Units Scale Factor Converg.
 AH2945;SPC IL W     -   525,287.620   772,705.199   MT  1.00000621   +0 34 29.7
 AH2945;SPC IL W     - 1,723,381.13  2,535,116.97   sFT  1.00000621   +0 34 29.7
 AH2945;UTM  16      - 4,585,186.021   307,949.422   MT  1.00005393   -1 31 10.3
 AH2945
 AH2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2945!SPC IL W     -   0.99997300  x   1.00000621  =   0.99997921
 AH2945!UTM  16      -   0.99997300  x   1.00005393  =   1.00002693
 AH2945
 AH2945:                Primary Azimuth Mark                     Grid Az
 AH2945:SPC IL W     -  BUR80 4B                                 117 42 42.9
 AH2945:UTM  16      -  BUR80 4B                                 119 48 22.9
 AH2945
 AH2945|---------------------------------------------------------------------|
 AH2945| PID    Reference Object                     Distance      Geod. Az  |
 AH2945|                                                           dddmmss.s |
 AH2945| AH2946 BUR80 4B                            APPROX. 0.8 KM 1181712.6 |
 AH2945|---------------------------------------------------------------------|
 AH2945
 AH2945                          SUPERSEDED SURVEY CONTROL
 AH2945
 AH2945  ELLIP H (09/15/98)  172.18   (m)                       GP(       ) 3 1
 AH2945
 AH2945.Superseded values are not recommended for survey control.
 AH2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2945.See file dsdata.txt to determine how the superseded data were derived.
 AH2945
 AH2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0794985186(NAD 83)
 AH2945_MARKER: I = METAL ROD
 AH2945_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2945_STAMPING: BUR80-4A
 AH2945_MARK LOGO: ILDT  
 AH2945_PROJECTION: FLUSH
 AH2945_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2945+STABILITY: POSITION/ELEVATION WELL
 AH2945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2945+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AH2945_ROD/PIPE-DEPTH:  2.4 meters
 AH2945_SLEEVE-DEPTH  :  0.9 meters
 AH2945
 AH2945  HISTORY     - Date     Condition        Report By
 AH2945  HISTORY     - 1996     MONUMENTED       SECI
 AH2945  HISTORY     - 20050707 GOOD             USPSQD
 AH2945
 AH2945                          STATION DESCRIPTION
 AH2945
 AH2945'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2945'STATION IS LOCATED APPROXIMATELY 4.3 MI (6.9 KM) SOUTHEAST OF MALDEN,
 AH2945'2.4 MI (3.9 KM) NORTHWEST OF SEATONVILLE, 4 MI (6.4 KM) NORTHWEST OF
 AH2945'LADD, 4.8 MI (7.7 KM) SOUTHWEST OF CHERRY IN THE SOUTHEAST 1/4 OF
 AH2945'SECTION 2, T 16 N, R 10 E.  TO REACH FROM THE INTERCHANGE OF
 AH2945'INTERSTATE ROUTE 80 AND INTERSTATE ROUTE 180, PROCEED EAST
 AH2945'APPROXIMATELY 4.6 MI (7.4 KM) ALONG INTERSTATE ROUTE 80 TO THE STATION
 AH2945'LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE 80 JUST WEST OF A
 AH2945'BRIDGE THAT GOES OVER A ROAD (2900 E) AND ALSO BRUSH CREEK (NEAR MILE
 AH2945'MARKER 65.43) .  TO REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 80
 AH2945'AND ILLINOIS ROUTE 89, PROCEED WEST APPROXIMATELY 4.3 MI (6.9 KM)
 AH2945'ALONG INTERSTATE ROUTE 80 TO THE STATION LOCATED IN THE GRASS MEDIAN
 AH2945'OF INTERSTATE ROUTE 80 JUST WEST OF A BRIDGE THAT GOES OVER A ROAD
 AH2945'(2900 E) AND ALSO BRUSH CREEK (NEAR MILE MARKER 65.43) . THE STATION
 AH2945'IS LOCATED 42.5 FT (13.0 M) SOUTH OF THE CENTERLINE OF THE WEST BOUND
 AH2945'LANES, 46.2 FT (14.1 M) NORTH OF THE CENTERLINE OF THE EAST BOUND
 AH2945'LANES, 93.3 FT (28.4 M) WEST OF A PK NAIL NEAR THE CENTERLINE OF 2900
 AH2945'E, 45.1 FT (13.7 M) EAST OF A CATCH BASIN, 27.7 FT (8.4 M) WEST OF THE
 AH2945'NORTH-SOUTH FENCE LINE, 24.1 FT (7.3 M) SOUTHWEST OF A CHISELED X IN
 AH2945'THE SOUTHWEST WING WALL OF THE WESTBOUND BRIDGE, 44.1 FT (13.4 M)
 AH2945'NORTHWEST OF A CHISELED X IN THE NORTHWEST WING WALL OF THE EASTBOUND
 AH2945'BRIDGE, AND 2.0 FT (0.6 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2945'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.
 AH2945
 AH2945                          STATION RECOVERY (2005)
 AH2945
 AH2945'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 AH2945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2946 ***********************************************************************
 AH2946  DESIGNATION -  BUR80 4B
 AH2946  PID         -  AH2946
 AH2946  STATE/COUNTY-  IL/BUREAU
 AH2946  USGS QUAD   -  MALDEN (1966)
 AH2946
 AH2946                         *CURRENT SURVEY CONTROL
 AH2946  ___________________________________________________________________
 AH2946* NAD 83(1997)-  41 23 29.99214(N)    089 17 17.93291(W)     ADJUSTED  
 AH2946* NAVD 88     -       208.9    (meters)     685.     (feet)  GPS OBS   
 AH2946  ___________________________________________________________________
 AH2946  X           -      59,522.029 (meters)                     COMP
 AH2946  Y           -  -4,791,704.452 (meters)                     COMP
 AH2946  Z           -   4,195,269.551 (meters)                     COMP
 AH2946  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AH2946  ELLIP HEIGHT-         175.85  (meters)          (12/06/04) GPS OBS
 AH2946  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH2946
 AH2946  HORZ ORDER  -  FIRST
 AH2946  ELLP ORDER  -  FOURTH    CLASS I
 AH2946
 AH2946.The horizontal coordinates were established by GPS observations
 AH2946.and adjusted by the National Geodetic Survey in September 1998..
 AH2946
 AH2946.The orthometric height was determined by GPS observations and a
 AH2946.high-resolution geoid model.
 AH2946
 AH2946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2946
 AH2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2946
 AH2946.The ellipsoidal height was determined by GPS observations
 AH2946.and is referenced to NAD 83.
 AH2946
 AH2946.The geoid height was determined by GEOID03.
 AH2946
 AH2946;                    North         East     Units Scale Factor Converg.
 AH2946;SPC IL W     -   524,892.631   773,457.162   MT  1.00000756   +0 34 50.9
 AH2946;SPC IL W     - 1,722,085.24  2,537,584.04   sFT  1.00000756   +0 34 50.9
 AH2946;UTM  16      - 4,584,763.795   308,686.480   MT  1.00005045   -1 30 48.6
 AH2946
 AH2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2946!SPC IL W     -   0.99997242  x   1.00000756  =   0.99997998
 AH2946!UTM  16      -   0.99997242  x   1.00005045  =   1.00002287
 AH2946
 AH2946:                Primary Azimuth Mark                     Grid Az
 AH2946:SPC IL W     -  BUR80 4A                                 297 42 43.0
 AH2946:UTM  16      -  BUR80 4A                                 299 48 22.5
 AH2946
 AH2946|---------------------------------------------------------------------|
 AH2946| PID    Reference Object                     Distance      Geod. Az  |
 AH2946|                                                           dddmmss.s |
 AH2946| AH2945 BUR80 4A                            APPROX. 0.8 KM 2981733.9 |
 AH2946|---------------------------------------------------------------------|
 AH2946
 AH2946                          SUPERSEDED SURVEY CONTROL
 AH2946
 AH2946  ELLIP H (09/15/98)  175.89   (m)                       GP(       ) 3 1
 AH2946
 AH2946.Superseded values are not recommended for survey control.
 AH2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2946.See file dsdata.txt to determine how the superseded data were derived.
 AH2946
 AH2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0868684764(NAD 83)
 AH2946_MARKER: I = METAL ROD
 AH2946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2946_STAMPING: BUR80-4B
 AH2946_MARK LOGO: ILDT  
 AH2946_PROJECTION: RECESSED 3 CENTIMETERS
 AH2946_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2946+STABILITY: POSITION/ELEVATION WELL
 AH2946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2946+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2005
 AH2946_ROD/PIPE-DEPTH:  4.9 meters
 AH2946_SLEEVE-DEPTH  :  0.9 meters
 AH2946
 AH2946  HISTORY     - Date     Condition        Report By
 AH2946  HISTORY     - 1996     MONUMENTED       SECI
 AH2946  HISTORY     - 20050707 GOOD             USPSQD
 AH2946
 AH2946                          STATION DESCRIPTION
 AH2946
 AH2946'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2946'STATION IS LOCATED APPROXIMATELY 4.8 MI (7.7 KM) SOUTHEAST OF MALDEN,
 AH2946'2.0 MI (3.2 KM) NORTHWEST OF SEATONVILLE, 3.5 MI (5.6 KM) NORTHWEST OF
 AH2946'LADD, 4.5 MI (7.2 KM) SOUTHWEST OF CHERRY IN THE NORTHWEST 1/4 OF
 AH2946'SECTION 12, T 16 N, R 10 E.  TO REACH FROM THE INTERCHANGE OF
 AH2946'INTERSTATE ROUTE 80 AND INTERSTATE ROUTE 180, PROCEED EAST
 AH2946'APPROXIMATELY 5.1 MI (8.2 KM) ALONG INTERSTATE ROUTE 80 TO THE STATION
 AH2946'LOCATED IN THE GRASS MEDIAN OF INTERSTATE ROUTE 80 JUST WEST OF A
 AH2946'AUTHORIZED VEHICLE ONLY TURN AROUND (NEAR MILE MARKER 66.04) . TO
 AH2946'REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 80 AND ILLINOIS ROUTE
 AH2946'89, PROCEED WEST APPROXIMATELY 4.83 MI (7.77 KM) ALONG INTERSTATE
 AH2946'ROUTE 80 TO THE STATION LOCATED IN THE GRASS MEDIAN OF INTERSTATE
 AH2946'ROUTE 80 JUST WEST OF A AUTHORIZED VEHICLE ONLY TURN AROUND (NEAR MILE
 AH2946'MARKER 66.04) .  THE STATION IS LOCATED 44.3 FT (13.5 M) SOUTH OF THE
 AH2946'CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE ROUTE 80, 44.0 FT
 AH2946'(13.4 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 AH2946'ROUTE 80, 24 FT (7.3 M) WEST OF THE CENTER OF A AUTHORIZED VEHICLE
 AH2946'ONLY TURN AROUND, 47.7 FT (14.5 M) WEST OF A NO U TURN SIGN, 104.1 FT
 AH2946'(31.7 M) SOUTHEAST OF A 12-IN DIAMETER TREE, 93.0 FT (28.3 M) SOUTH OF
 AH2946'A 9-IN DIAMETER TREE, 99.0 FT (30.2 M) SOUTHWEST OF A 8-IN DIAMETER
 AH2946'TREE, 137.3 FT (41.8 M) SOUTHWEST OF A 7-IN DIAMETER BIRCH TREE, AND
 AH2946'2.O FT EAST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO
 AH2946'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2946'THE WOOD PHYSICAL TIES.
 AH2946
 AH2946                          STATION RECOVERY (2005)
 AH2946
 AH2946'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 AH2946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1399 ***********************************************************************
 NH1399  DESIGNATION -  BUREAU
 NH1399  PID         -  NH1399
 NH1399  STATE/COUNTY-  IL/WINNEBAGO
 NH1399  USGS QUAD   -  SOUTH BELOIT (1993)
 NH1399
 NH1399                         *CURRENT SURVEY CONTROL
 NH1399  ___________________________________________________________________
 NH1399* NAD 83(1997)-  42 23 29.23449(N)    089 02 49.04105(W)     ADJUSTED  
 NH1399* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 NH1399  ___________________________________________________________________
 NH1399  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 NH1399  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NH1399
 NH1399  HORZ ORDER  -  SECOND
 NH1399
 NH1399.The horizontal coordinates were established by classical geodetic methods
 NH1399.and adjusted by the National Geodetic Survey in October 1999..
 NH1399
 NH1399.The orthometric height was scaled from a topographic map.
 NH1399
 NH1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1399
 NH1399.The geoid height was determined by GEOID03.
 NH1399
 NH1399;                    North         East     Units Scale Factor Converg.
 NH1399;SPC IL W     -   636,168.983   792,193.273   MT  1.00004572   +0 45 17.8
 NH1399;SPC IL W     - 2,087,164.41  2,599,054.10   sFT  1.00004572   +0 45 17.8
 NH1399;SPC IL E     -   635,829.804   241,240.909   MT  1.00001746   -0 28 52.1
 NH1399;SPC IL E     - 2,086,051.62    791,471.22   sFT  1.00001746   -0 28 52.1
 NH1399;UTM  16      - 4,695,269.939   331,515.626   MT  0.99994928   -1 22 49.3
 NH1399
 NH1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1399!SPC IL W     -   0.99997014  x   1.00004572  =   1.00001585
 NH1399!SPC IL E     -   0.99997014  x   1.00001746  =   0.99998760
 NH1399!UTM  16      -   0.99997014  x   0.99994928  =   0.99991942
 NH1399
 NH1399:                Primary Azimuth Mark                     Grid Az
 NH1399:SPC IL W     -  BROWN                                    004 14 14.2
 NH1399:SPC IL E     -  BROWN                                    005 28 24.1
 NH1399:UTM  16      -  BROWN                                    006 22 21.3
 NH1399
 NH1399|---------------------------------------------------------------------|
 NH1399| PID    Reference Object                     Distance      Geod. Az  |
 NH1399|                                                           dddmmss.s |
 NH1399| NH0540 BROWN                               APPROX. 0.6 KM 0045932.0 |
 NH1399| NH1404 CALHOUN                             197.323 METERS 20922     |
 NH1399| CI9126 BUREAU RM                             3.850 METERS 21000     |
 NH1399|---------------------------------------------------------------------|
 NH1399
 NH1399                          SUPERSEDED SURVEY CONTROL
 NH1399
 NH1399  NAD 83(1997)-  42 23 29.23441(N)    089 02 49.04150(W) AD(       ) 2
 NH1399  NAD 83(1997)-  42 23 29.23042(N)    089 02 49.04042(W) AD(       ) 2
 NH1399  NAD 83(1986)-  42 23 29.22932(N)    089 02 49.04417(W) AD(       ) 2
 NH1399  NAD 27      -  42 23 29.16700(N)    089 02 48.64450(W) AD(       ) 2
 NH1399
 NH1399.Superseded values are not recommended for survey control.
 NH1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1399.See file dsdata.txt to determine how the superseded data were derived.
 NH1399
 NH1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3151695270(NAD 83)
 NH1399_MARKER: N = NAIL
 NH1399_SETTING: 0 = UNSPECIFIED SETTING
 NH1399
 NH1399  HISTORY     - Date     Condition        Report By
 NH1399  HISTORY     - 1920     MONUMENTED       CGS
 NH1399  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1399
 NH1399                          STATION DESCRIPTION
 NH1399
 NH1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1399'STATION IS ABOUT 5 MILES S OF ROCKTON, ON THE E SIDE OF THE
 NH1399'CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 160 YARDS S
 NH1399'OF RAILROAD BRIDGE E 560, ON THE E BANK OF A DEEP CUT BETWEEN
 NH1399'THE RAILROAD AND THE RIVER, 100 YARDS N OF THE N END OF THE
 NH1399'PICNIC AND CAMPING GROUNDS ON J.S. JOHNSONS FARM, 300 YARDS
 NH1399'NE BY E FROM J.S. JOHNSONS RESIDENCE, AND 4.40 METERS (14.44
 NH1399'FEET) E OF THE E AND NEAREST RAIL.  THE STATION AND REFERENCE
 NH1399'MARKS ARE ELM STAKES, EACH WITH A NAIL IN THE TOP, AND A
 NH1399'CROSS FILED ON THE NAIL.  THE REFERENCE MARK IS ON THE SAME
 NH1399'SIDE OF THE TRACK, 3.85 METERS (12.63 FEET) FROM THE
 NH1399'STATION, S 30 DEG 00 MIN W.
 NH1399
 NH1399                          STATION RECOVERY (1997)
 NH1399
 NH1399'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1395 ***********************************************************************
 JB1395  DESIGNATION -  BURGESS
 JB1395  PID         -  JB1395
 JB1395  STATE/COUNTY-  IL/BOND
 JB1395  USGS QUAD   -  POCAHONTAS (1974)
 JB1395
 JB1395                         *CURRENT SURVEY CONTROL
 JB1395  ___________________________________________________________________
 JB1395* NAD 83(1997)-  38 48 32.18401(N)    089 35 12.96092(W)     ADJUSTED  
 JB1395* NAVD 88     -       171.663  (meters)     563.20   (feet)  ADJUSTED  
 JB1395  ___________________________________________________________________
 JB1395  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JB1395  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB1395  DYNAMIC HT  -         171.557 (meters)     562.85  (feet)  COMP
 JB1395  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JB1395
 JB1395  HORZ ORDER  -  SECOND
 JB1395  VERT ORDER  -  SECOND    CLASS 0
 JB1395
 JB1395.The horizontal coordinates were established by classical geodetic methods
 JB1395.and adjusted by the National Geodetic Survey in October 1999..
 JB1395
 JB1395.The orthometric height was determined by differential leveling
 JB1395.and adjusted by the National Geodetic Survey in June 1991..
 JB1395
 JB1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1395
 JB1395.The geoid height was determined by GEOID03.
 JB1395
 JB1395.The dynamic height is computed by dividing the NAVD 88
 JB1395.geopotential number by the normal gravity value computed on the
 JB1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1395.degrees latitude (g = 980.6199 gals.).
 JB1395
 JB1395.The modeled gravity was interpolated from observed gravity values.
 JB1395
 JB1395;                    North         East     Units Scale Factor Converg.
 JB1395;SPC IL W     -   237,919.915   750,352.197   MT  0.99997239   +0 21 48.0
 JB1395;SPC IL W     -   780,575.59  2,461,780.50   sFT  0.99997239   +0 21 48.0
 JB1395;UTM  16      - 4,298,754.105   275,375.160   MT  1.00022136   -1 37 19.1
 JB1395
 JB1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1395!SPC IL W     -   0.99997795  x   0.99997239  =   0.99995034
 JB1395!UTM  16      -   0.99997795  x   1.00022136  =   1.00019931
 JB1395
 JB1395:                Primary Azimuth Mark                     Grid Az
 JB1395:SPC IL W     -  BURGESS AZ MK                            048 05 13.1
 JB1395:UTM  16      -  BURGESS AZ MK                            050 04 20.2
 JB1395
 JB1395|---------------------------------------------------------------------|
 JB1395| PID    Reference Object                     Distance      Geod. Az  |
 JB1395|                                                           dddmmss.s |
 JB1395| CI3146 BURGESS AZ MK                                      0482701.1 |
 JB1395| JB1946 POCAHONTAS MUNICIPAL TANK           APPROX. 4.5 KM 0623332.1 |
 JB1395| JB1543 BURGESS RM 3                         11.235 METERS 08757     |
 JB1395| JB1394 BURGESS RM 1                         17.839 METERS 08933     |
 JB1395| JB1947 HIGHLAND ATT MICROWAVE TOWER        APPROX.10.5 KM 2403409.0 |
 JB1395| JB1396 BURGESS RM 2                         12.739 METERS 27346     |
 JB1395| JB1544 BURGESS RM 4                         12.707 METERS 27358     |
 JB1395| JB1945 POCAHONTAS OHIO OIL MICROWAVE       APPROX. 3.2 KM 3151838.7 |
 JB1395|---------------------------------------------------------------------|
 JB1395
 JB1395                          SUPERSEDED SURVEY CONTROL
 JB1395
 JB1395  NAD 83(1986)-  38 48 32.19988(N)    089 35 12.95210(W) AD(       ) 2
 JB1395  NAD 27      -  38 48 32.03020(N)    089 35 12.64430(W) AD(       ) 2
 JB1395  NGVD 29 (??/??/92)  171.785  (m)          563.60   (f) ADJ UNCH    2 0
 JB1395
 JB1395.Superseded values are not recommended for survey control.
 JB1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1395.See file dsdata.txt to determine how the superseded data were derived.
 JB1395
 JB1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7537598754(NAD 83)
 JB1395_MARKER: DS = TRIANGULATION STATION DISK
 JB1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1395_STAMPING: BURGESS 1960
 JB1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1395+STABILITY: SURFACE MOTION
 JB1395
 JB1395  HISTORY     - Date     Condition        Report By
 JB1395  HISTORY     - 1960     MONUMENTED       CGS
 JB1395  HISTORY     - 1960     GOOD             CGS
 JB1395  HISTORY     - 1975     GOOD             NGS
 JB1395  HISTORY     - 1975     GOOD             NGS
 JB1395
 JB1395                          STATION DESCRIPTION
 JB1395
 JB1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1395'STATION IS LOCATED ABOUT 2.5 MILES WEST-SOUTHWEST OF POCAHONTAS,
 JB1395'ABOUT 2.25 MILES
 JB1395'NORTH-NORTHEAST OF PIERRON AND 0.1 MILE NORTH OF U S HIGHWAY 40
 JB1395'ON LAND OWNED BY MR F BUCHMILLER.
 JB1395'
 JB1395'TO REACH FRM THE JUNCTION OF U S HIGHWAY 40 AND MAIN STREET IN
 JB1395'POCAHONTAS, GO
 JB1395'WEST-SOUTHWEST ON U S HIGHWAY 40 FOR 3.1 MILES TO A WHITE FARM HOUSE
 JB1395'OCCUPIED BY MR F
 JB1395'BUCHMILLER ON RIGHT, TURN RIGHT AND GO NORTH FOR 100
 JB1395'YARDS TO MR F BUCHMILLERS FARM
 JB1395'YARD, TURN RIGHT AND PASS THROUGH GATE
 JB1395'AT THE SOUTHWEST CORNER OF BARN AND GO EAST 0.05
 JB1395'MILE TO A GATE INTO
 JB1395'PASTURE, PASS THROUGH GATE INTO PASTURE AND GO NORTHEAST ACROSS
 JB1395'PASTURE FOR 0.2
 JB1395'MILE TO STATION ON CREST OF HILL IN FENCE LINE AS DESCRIBED.
 JB1395'
 JB1395'STATION MARK, A STANDARD STATION MARK DISK STAMPED BURGESS 1960, IS
 JB1395'SET IN TOP OF A 10 INCH
 JB1395'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.  THE
 JB1395'MARK IS 20 FEET WEST OF A
 JB1395'TRIPLE TRUNK TREE, 5.3 FEET EAST-SOUTHEAST
 JB1395'OF THE WITNESS POST AND 2.4 FEET SOUTH OF FENCE.
 JB1395'
 JB1395'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED
 JB1395'BURGESS NO 1 1960, IS SET
 JB1395'IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB1395'ABOUT 1 INCH.  THE MARK IS 63.1
 JB1395'FEET EAST OF THE WITNESS POST, 38.3
 JB1395'FEET EAST OF A TRIPLE TRUNK TREE AND 1 FOOT SOUTH OF FENCE.
 JB1395'
 JB1395'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED
 JB1395'BURGESS NO 2 1960, IS SET
 JB1395'IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET
 JB1395'FLUSH WITH THE GROUND.  THE
 JB1395'MARK IS 36.7 FEET WEST OF WITNESS POST
 JB1395'AND 1 FOOT SOUTH OF FENCE.
 JB1395'
 JB1395'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED BURGESS 1960, IS
 JB1395'SET IN TOP OF A 10 INCH
 JB1395'SQUARE CONCRETE POST WHICH IS SET 1 INCH BELOW THE
 JB1395'SURFACE OF THE GROUND.  THE
 JB1395'MARK IS 42 FEET NORTH OF POWER POLE, 19
 JB1395'FEET EAST OF CENTER OF SURFACE ROAD AND 3.5
 JB1395'FEET SOUTH-SOUTHWEST OF WITNESS POST.
 JB1395'
 JB1395'TO REACH THE ASIMUTH MARK FORM STATION GO SOUTHWEST ACROSS PASTURE
 JB1395'FOR 0.2 MILE TO MR F
 JB1395'BUCHMILLERS FARM YARD AND U S HIGHWAY 40 JUST SOUTH OF
 JB1395'MR F BUCHMILLERS FARM YARD.
 JB1395'TURN LEFT ON U S HIGHWAY 40 AND GO
 JB1395'EAST-NORTHEAST FOR 1.05 MILE TO A SURFACED ROAD
 JB1395'LEFT, TURN LEFT AND
 JB1395'GO NORTH FOR 0.4 MILES TO AZIMUTH MARK ON RIGHT SIDE OF ROAD AS
 JB1395'DESCRIBED.
 JB1395'
 JB1395'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 JB1395
 JB1395                          STATION RECOVERY (1960)
 JB1395
 JB1395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB1395'3.2 MI SW FROM POCAHONTAS.
 JB1395'ABOUT 3.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB1395'WITH MAIN STREET IN POCAHONTAS, THENCE 0.2 MILE NORTH AND
 JB1395'NORTHEAST THROUGH BARNYARD AND ACROSS A PASTURE TO THE HIGHEST
 JB1395'PART OF THE HILL AT THE FENCE LINE, 2 FEET SOUTH OF A FENCE, 20
 JB1395'FEET WEST OF A 15-INCH HEDGE TREE IN THE FENCE LINE, 116 FEET
 JB1395'EAST OF A 30-INCH ELM TREE IN THE FENCE LINE, 5.4 FEET
 JB1395'EAST-SOUTHEAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 JB1395'CONCRETE POST PROJECTING 3 INCHES.
 JB1395
 JB1395                          STATION RECOVERY (1975)
 JB1395
 JB1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JB1395'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 JB1395'REFERENCE MARKS 1 AND 2 WERE FOUND PLOWED OUT OF THE GROUND LAYING
 JB1395'ON TOP OF THE GROUND.  REFERENCE MARKS 3 AND 4 WERE SET.  DUE TO
 JB1395'HIGHWAY CHANGES A NEW DESCRIPTION FOLLOWS.
 JB1395'
 JB1395'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF POCAHONTAS,
 JB1395'ON A LOW HILL IN A CULTIVATED FIELD.
 JB1395'
 JB1395'TO REACH THE STATION FROM THE OVERPASS OF INTERSTATE HIGHWAY 70 AND A
 JB1395'PAVED ROAD AT THE NORTHWEST EDGE OF POCAHONTAS, CONTINUE NORTH ON
 JB1395'THE PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JB1395'IN A SOUTHWESTERLY DIRECTION FOR 3.05 MILES TO A FARM HOUSE ON THE
 JB1395'RIGHT.  TURN RIGHT PASSING TO THE WEST OF SOME FARM BUILDINGS FOR
 JB1395'0.15 MILE TO A WATER DITCH.  TURN SHARP RIGHT AND FOLLOW A DIM
 JB1395'TRACK ROAD FOR 0.15 MILE TO THE STATION AS DESCRIBED.  THE
 JB1395'STATION IS NOT ON THE HIGHEST PART OF THE HILL BUT MORE TO THE
 JB1395'SOUTHERLY SLOPE.  THE STATION IS 5 FEET SOUTHEAST OF A METAL
 JB1395'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JB1395'BURGESS 1960.
 JB1395'
 JB1395'REFERENCE MARK 3 IS 1 FOOT WEST OF A METAL WITNESS POST AND IS ABOUT
 JB1395'3 FEET HIGHER THAN THE STATION.  THE MARK PROJECTS 3 INCHES AND
 JB1395'THE DISK IS STAMPED BURGESS 1960 NO 3 1975.
 JB1395'
 JB1395'REFERENCE MARK 4 IS 2 FEET EAST OF A METAL WITNESS POST AND IS ABOUT
 JB1395'THE SAME ELEVATION AS THE STATION.  THE MARK PROJECTS 2 INCHES AND
 JB1395'THE DISK IS STAMPED BURGESS 1960 NO 4 1975.
 JB1395'
 JB1395'AZIMUTH MARK IS 42 FEET NORTH OF A POWERLINE POLE, 20 FEET EAST OF
 JB1395'THE CENTERLINE OF A PAVED ROAD, 1 FOOT SOUTH OF A METAL WITNESS
 JB1395'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BURGESS 1960.
 JB1395'
 JB1395'TO REACH THE AZIMUTH MARK FROM THE FARM HOUSE MENTIONED ABOVE, GO IN
 JB1395'A NORTHEASTERLY DIRECTION ON PAVED ROAD FOR 1.05 MILES TO A SIDE
 JB1395'ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.4 MILE TO
 JB1395'THE MARK ON THE RIGHT AS DESCRIBED.
 JB1395'
 JB1395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 JB1395'SOUTHWEST OF POCAHONTAS.
 JB1395
 JB1395                          STATION RECOVERY (1975)
 JB1395
 JB1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JB1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1396 ***********************************************************************
 JB1396  DESIGNATION -  BURGESS RM 2
 JB1396  PID         -  JB1396
 JB1396  STATE/COUNTY-  IL/BOND
 JB1396  USGS QUAD   -  POCAHONTAS (1974)
 JB1396
 JB1396                         *CURRENT SURVEY CONTROL
 JB1396  ___________________________________________________________________
 JB1396* NAD 83(1986)-  38 48 32.     (N)    089 35 12.     (W)     SCALED    
 JB1396* NAVD 88     -       171.756  (meters)     563.50   (feet)  ADJUSTED  
 JB1396  ___________________________________________________________________
 JB1396  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB1396  DYNAMIC HT  -         171.650 (meters)     563.15  (feet)  COMP
 JB1396  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JB1396
 JB1396  VERT ORDER  -  SECOND    CLASS 0
 JB1396
 JB1396.The horizontal coordinates were scaled from a topographic map and have
 JB1396.an estimated accuracy of +/- 6 seconds.
 JB1396
 JB1396.The orthometric height was determined by differential leveling
 JB1396.and adjusted by the National Geodetic Survey in June 1991..
 JB1396
 JB1396.The geoid height was determined by GEOID03.
 JB1396
 JB1396.The dynamic height is computed by dividing the NAVD 88
 JB1396.geopotential number by the normal gravity value computed on the
 JB1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1396.degrees latitude (g = 980.6199 gals.).
 JB1396
 JB1396.The modeled gravity was interpolated from observed gravity values.
 JB1396
 JB1396;                    North         East    Units  Estimated Accuracy
 JB1396;SPC IL W     -   237,910.      750,380.      MT  (+/- 180 meters Scaled)
 JB1396
 JB1396                          SUPERSEDED SURVEY CONTROL
 JB1396
 JB1396  NGVD 29 (??/??/92)  171.878  (m)          563.90   (f) ADJ UNCH    2 0
 JB1396
 JB1396.Superseded values are not recommended for survey control.
 JB1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1396.See file dsdata.txt to determine how the superseded data were derived.
 JB1396
 JB1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH753987(NAD 83)
 JB1396_MARKER: DR = REFERENCE MARK DISK
 JB1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1396_STAMPING: BURGESS NO 2 1960
 JB1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1396+STABILITY: SURFACE MOTION
 JB1396
 JB1396  HISTORY     - Date     Condition        Report By
 JB1396  HISTORY     - 1960     MONUMENTED       CGS
 JB1396
 JB1396                          STATION DESCRIPTION
 JB1396
 JB1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1396'3.2 MI SW FROM POCAHONTAS.
 JB1396'ABOUT 3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB1396'WITH MAIN STREET IN POCAHONTAS, THENCE 0.2 MILE NORTH AND
 JB1396'NORTHEAST THROUGH BARNYARD AND ACROSS A PASTURE TO THE HIGHEST
 JB1396'PART OF THE HILL AT THE FENCE LINE, 1 FOOT SOUTH OF A FENCE,
 JB1396'63 FEET WEST OF A 15-INCH HEDGE TREE IN FENCE LINE, 75 FEET EAST
 JB1396'OF A 30-INCH ELM TREE IN FENCE LINE, 42.2 FEET WEST OF TRIANGULATION
 JB1396'STATION BURGESS, 36.7 FEET WEST OF A METAL WITNESS POST AND SET
 JB1396'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1543 ***********************************************************************
 JB1543  DESIGNATION -  BURGESS RM 3
 JB1543  PID         -  JB1543
 JB1543  STATE/COUNTY-  IL/BOND
 JB1543  USGS QUAD   -  POCAHONTAS (1974)
 JB1543
 JB1543                         *CURRENT SURVEY CONTROL
 JB1543  ___________________________________________________________________
 JB1543* NAD 83(1986)-  38 48 32.     (N)    089 35 12.     (W)     SCALED    
 JB1543* NAVD 88     -       171.99   (+/-2cm)     564.3    (feet)  VERTCON   
 JB1543  ___________________________________________________________________
 JB1543  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB1543
 JB1543  VERT ORDER  -  THIRD (See Below)
 JB1543
 JB1543.The horizontal coordinates were scaled from a topographic map and have
 JB1543.an estimated accuracy of +/- 6 seconds.
 JB1543
 JB1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1543.The vertical order pertains to the NGVD 29 superseded value.
 JB1543
 JB1543.The geoid height was determined by GEOID03.
 JB1543
 JB1543;                    North         East    Units  Estimated Accuracy
 JB1543;SPC IL W     -   237,910.      750,380.      MT  (+/- 180 meters Scaled)
 JB1543
 JB1543                          SUPERSEDED SURVEY CONTROL
 JB1543
 JB1543  NGVD 29 (03/28/06)  172.11   (m)          564.7    (f) RESET       3  
 JB1543
 JB1543.Superseded values are not recommended for survey control.
 JB1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1543.See file dsdata.txt to determine how the superseded data were derived.
 JB1543
 JB1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH753987(NAD 83)
 JB1543_MARKER: DR = REFERENCE MARK DISK
 JB1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1543_STAMPING: BURGESS 1960 NO 3 1975
 JB1543_PROJECTION: PROJECTING 8 CENTIMETERS
 JB1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1543+STABILITY: SURFACE MOTION
 JB1543
 JB1543  HISTORY     - Date     Condition        Report By
 JB1543  HISTORY     - 1975     MONUMENTED       NGS
 JB1543
 JB1543                          STATION DESCRIPTION
 JB1543
 JB1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JB1543'3.25 MI SW FROM POCAHONTAS.
 JB1543'3.0 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 40, FROM THE OVERPASS OF
 JB1543'INTERSTATE HIGHWAY 70 AND A PAVED ROAD AT THE NORTHWEST EDGE OF
 JB1543'POCAHONTAS, THENCE 0.2 MILE NORTH AND EAST THROUGH BARN YARD AND
 JB1543'ACROSS PASTURE TO HIGHEST PART OF THE HILL.
 JB1543'THE MARK IS 1 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1544 ***********************************************************************
 JB1544  DESIGNATION -  BURGESS RM 4
 JB1544  PID         -  JB1544
 JB1544  STATE/COUNTY-  IL/BOND
 JB1544  USGS QUAD   -  POCAHONTAS (1974)
 JB1544
 JB1544                         *CURRENT SURVEY CONTROL
 JB1544  ___________________________________________________________________
 JB1544* NAD 83(1986)-  38 48 32.     (N)    089 35 12.     (W)     SCALED    
 JB1544* NAVD 88     -       171.86   (+/-2cm)     563.8    (feet)  VERTCON   
 JB1544  ___________________________________________________________________
 JB1544  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB1544
 JB1544  VERT ORDER  -  THIRD (See Below)
 JB1544
 JB1544.The horizontal coordinates were scaled from a topographic map and have
 JB1544.an estimated accuracy of +/- 6 seconds.
 JB1544
 JB1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1544.The vertical order pertains to the NGVD 29 superseded value.
 JB1544
 JB1544.The geoid height was determined by GEOID03.
 JB1544
 JB1544;                    North         East    Units  Estimated Accuracy
 JB1544;SPC IL W     -   237,910.      750,380.      MT  (+/- 180 meters Scaled)
 JB1544
 JB1544                          SUPERSEDED SURVEY CONTROL
 JB1544
 JB1544  NGVD 29 (03/28/06)  171.98   (m)          564.2    (f) RESET       3  
 JB1544
 JB1544.Superseded values are not recommended for survey control.
 JB1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1544.See file dsdata.txt to determine how the superseded data were derived.
 JB1544
 JB1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH753987(NAD 83)
 JB1544_MARKER: DR = REFERENCE MARK DISK
 JB1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1544_STAMPING: BURGESS 1960 NO 4 1975
 JB1544_PROJECTION: PROJECTING 5 CENTIMETERS
 JB1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1544+STABILITY: SURFACE MOTION
 JB1544
 JB1544  HISTORY     - Date     Condition        Report By
 JB1544  HISTORY     - 1975     MONUMENTED       NGS
 JB1544
 JB1544                          STATION DESCRIPTION
 JB1544
 JB1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JB1544'3.25 MI SW FROM POCAHONTAS.
 JB1544'3.9 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 40, FROM THE OVERPASS OF
 JB1544'INTERSTATE HIGHWAY 70 AND A PAVED ROAD AT THE NORTHWEST EDGE OF
 JB1544'POCAHONTAS, THENCE 0.2 MILE NORTH AND EAST THROUGH BARN YARD AND
 JB1544'ACROSS PASTURE TO HIGHEST PART  OF THE HILL.
 JB1544'THE MARK IS 2 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1615 ***********************************************************************
 JC1615  DESIGNATION -  BURKESVILLE BELL MICROWAVE
 JC1615  PID         -  JC1615
 JC1615  STATE/COUNTY-  IL/MONROE
 JC1615  USGS QUAD   -  PADERBORN (1990)
 JC1615
 JC1615                         *CURRENT SURVEY CONTROL
 JC1615  ___________________________________________________________________
 JC1615* NAD 83(1997)-  38 15 47.02277(N)    090 07 10.57947(W)     ADJUSTED  
 JC1615* NAVD 88     -                                                        
 JC1615  ___________________________________________________________________
 JC1615  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 JC1615  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 JC1615
 JC1615  HORZ ORDER  -  THIRD
 JC1615
 JC1615.The horizontal coordinates were established by classical geodetic methods
 JC1615.and adjusted by the National Geodetic Survey in October 1999..
 JC1615
 JC1615
 JC1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1615
 JC1615.The geoid height was determined by GEOID03.
 JC1615
 JC1615;                    North         East     Units Scale Factor Converg.
 JC1615;SPC IL W     -   177,168.774   704,118.455   MT  0.99994139   +0 01 44.9
 JC1615;SPC IL W     -   581,261.22  2,310,095.30   sFT  0.99994139   +0 01 44.9
 JC1615;UTM  15      - 4,238,927.624   752,009.882   MT  1.00038222   +1 47 04.9
 JC1615
 JC1615                          SUPERSEDED SURVEY CONTROL
 JC1615
 JC1615  NAD 83(1986)-  38 15 47.03401(N)    090 07 10.57236(W) AD(       ) 4
 JC1615  NAD 27      -  38 15 46.84901(N)    090 07 10.17617(W) AD(       ) 3
 JC1615
 JC1615.Superseded values are not recommended for survey control.
 JC1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1615.See file dsdata.txt to determine how the superseded data were derived.
 JC1615
 JC1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5201038928(NAD 83)
 JC1615_MARKER: 45 = MICROWAVE TOWER
 JC1615
 JC1615  HISTORY     - Date     Condition        Report By
 JC1615  HISTORY     - 1969     FIRST OBSERVED   CGS
 JC1615
 JC1615                          STATION DESCRIPTION
 JC1615
 JC1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JFS)
 JC1615'THE STATION IS LOCATED 1.75 MILE. AND 0.3 MI S. OF THE TOWN
 JC1615'OF BURKSVILLE, ALONG A N.-S. BLACKTOP RD.  STATION IS THE
 JC1615'CENTER OF RED LIGHT AT TOP CENTER OF A MICRO WAVE TOWER
 JC1615'OWNED BY THE BELL TELEPHONE COMPANY.  THE TOWER IS OF STEEL
 JC1615'CONSTRUCTION, FOUR-LEGGED AND ABOUT 300 FT HIGH.
 JC1615'
 JC1615'STATION WAS INTERSECTED FROM STATIONS 71 BLACK, 72 FREES,
 JC1615'AND 73 RENAULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1607 ***********************************************************************
 MF1607  DESIGNATION -  BURKET
 MF1607  PID         -  MF1607
 MF1607  STATE/COUNTY-  IL/LEE
 MF1607  USGS QUAD   -  DIXON EAST (1983)
 MF1607
 MF1607                         *CURRENT SURVEY CONTROL
 MF1607  ___________________________________________________________________
 MF1607* NAD 83(1997)-  41 50 13.28281(N)    089 26 40.70998(W)     ADJUSTED  
 MF1607* NAVD 88     -       237.9    (meters)     781.     (feet)  VERTCON   
 MF1607  ___________________________________________________________________
 MF1607  X           -      46,129.839 (meters)                     COMP
 MF1607  Y           -  -4,759,021.611 (meters)                     COMP
 MF1607  Z           -   4,232,270.799 (meters)                     COMP
 MF1607  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 MF1607  ELLIP HEIGHT-         204.91  (meters)          (10/21/99) GPS OBS
 MF1607  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1607
 MF1607  HORZ ORDER  -  THIRD
 MF1607  ELLP ORDER  -  FOURTH    CLASS I
 MF1607
 MF1607.This mark is at Dixon Mun Charles R Walgreen Fld Airport (C73)
 MF1607
 MF1607.The horizontal coordinates were established by classical geodetic methods
 MF1607.and adjusted by the National Geodetic Survey in October 1999..
 MF1607
 MF1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1607
 MF1607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1607
 MF1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1607
 MF1607.The ellipsoidal height was determined by GPS observations
 MF1607.and is referenced to NAD 83.
 MF1607
 MF1607.The geoid height was determined by GEOID03.
 MF1607
 MF1607;                    North         East     Units Scale Factor Converg.
 MF1607;SPC IL W     -   574,233.558   759,969.371   MT  0.99998541   +0 28 53.8
 MF1607;SPC IL W     - 1,883,964.60  2,493,332.84   sFT  0.99998541   +0 28 53.8
 MF1607;UTM  16      - 4,634,570.651   297,017.905   MT  1.00010703   -1 37 52.2
 MF1607
 MF1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1607!SPC IL W     -   0.99996786  x   0.99998541  =   0.99995327
 MF1607!UTM  16      -   0.99996786  x   1.00010703  =   1.00007489
 MF1607
 MF1607|---------------------------------------------------------------------|
 MF1607| PID    Reference Object                     Distance      Geod. Az  |
 MF1607|                                                           dddmmss.s |
 MF1607| CI6790 BURKET RM 1                          26.826 METERS 02313     |
 MF1607| MF1604 AIRPORT BCN DIXON MUN APT 1954       66.675 METERS 03509     |
 MF1607| CI6789 BURKET AZ MK                                       0833510.4 |
 MF1607| CI6791 BURKET RM 2                          48.152 METERS 15418     |
 MF1607| MF1772 DIXPORT                             328.650 METERS 18610     |
 MF1607| MF1712 PEEK HOME FOR CHILDREN WTR TK       APPROX.14.6 KM 3190753.0 |
 MF1607| MF1713 POLO INDUSTRIAL MFG CO STACK        APPROX.17.9 KM 3204409.1 |
 MF1607| MF1612 DIXON STATE HOSPITAL STACK          APPROX. 4.9 KM 3303346.4 |
 MF1607| MF1606 DIXON MENDUSA CEMENT CO STACK       APPROX. 2.8 KM 3430000.2 |
 MF1607|---------------------------------------------------------------------|
 MF1607
 MF1607                          SUPERSEDED SURVEY CONTROL
 MF1607
 MF1607  NAD 83(1997)-  41 50 13.28301(N)    089 26 40.70990(W) AD(       ) 3
 MF1607  NAD 83(1986)-  41 50 13.28699(N)    089 26 40.71795(W) AD(       ) 3
 MF1607  NGVD 29 (06/25/91)  238.0    (m)          781.     (f) GPS OBS        
 MF1607
 MF1607.Superseded values are not recommended for survey control.
 MF1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1607.See file dsdata.txt to determine how the superseded data were derived.
 MF1607
 MF1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9701834571(NAD 83)
 MF1607_MARKER: DH = HORIZONTAL CONTROL DISK
 MF1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1607_SP_SET: CONCRETE POST
 MF1607_STAMPING: BURKET 1954
 MF1607_MARK LOGO: CGS   
 MF1607_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1607+STABILITY: SURFACE MOTION
 MF1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1607+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 MF1607
 MF1607  HISTORY     - Date     Condition        Report By
 MF1607  HISTORY     - 1954     MONUMENTED       CGS
 MF1607  HISTORY     - 1954     GOOD             CGS
 MF1607  HISTORY     - 1970     GOOD             LOCSUR
 MF1607  HISTORY     - 1970     GOOD             NGS
 MF1607  HISTORY     - 19900921 GOOD             NGS
 MF1607  HISTORY     - 20020114 GOOD             NGS
 MF1607  HISTORY     - 20020705 GOOD             INDIV
 MF1607  HISTORY     - 20030423 GOOD             USPSQD
 MF1607  HISTORY     - 20030423 GOOD             USPSQD
 MF1607
 MF1607                          STATION DESCRIPTION
 MF1607
 MF1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1607'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF DIXON ON
 MF1607'THE DIXON MUNI. AIRPORT.  IT IS 72 FEET WEST OF THE MAIN
 MF1607'ENTRANCE TO THE AIRPORT, 63 FEET NORTH OF THE NORTHWEST
 MF1607'CORNER OF A SMALL BRICK BUILDING, 43 FEET EAST OF THE NORTHEAST
 MF1607'CORNER OF THE EAST HANGAR.  THE MARK IS FLUSH AND THE DISK
 MF1607'IS STAMPED BURKET 1954.
 MF1607'
 MF1607'REFERENCE MARK NO. 1 IS 37 FEET WEST OF THE CENTER OF THE
 MF1607'MAIN ENTRANCE TO THE AIRPORT AND IS AT THE WEST EDGE OF A
 MF1607'SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED BURKET
 MF1607'NO 1 1954.
 MF1607'
 MF1607'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTER OF THE
 MF1607'MAIN ENTRANCE, 29 FEET NORTHEAST OF THE SOUTHEAST CORNER
 MF1607'OF A SMALL BRICK BUILDING AND 19 FEET SOUTHEAST OF THE NORTHEAST
 MF1607'CORNER OF THE BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 MF1607'STAMPED BURKET NO 2 1954.
 MF1607'
 MF1607'AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 MF1607'30 A, 4 FEET NORTH OF A FENCE LINE AND 3 FEET SOUTH OF A
 MF1607'WHITE WITNESS POST AND A POWER LINE POLE.  THE MARK IS FLUSH
 MF1607'AND THE DISK IS STAMPED BURKET 1954.
 MF1607'
 MF1607'TO REACH THE AZIMUTH MARK FROM THE MAIN ENTRANCE TO THE DIXON
 MF1607'MUNI. AIRPORT AND U.S. HIGHWAY 30 A, GO EAST ON HIGHWAY
 MF1607'30 A FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MF1607'
 MF1607'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1607
 MF1607                          STATION RECOVERY (1954)
 MF1607
 MF1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 MF1607'RECOVERED IN GOOD CONDITION.
 MF1607
 MF1607                          STATION RECOVERY (1970)
 MF1607
 MF1607'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (RAL)
 MF1607'STATION RECOVERED BY ARNOLD LUNDGREN AND ASSOCIATES, INC.
 MF1607'
 MF1607'BURKET 1954-GOOD
 MF1607'
 MF1607'A SOLAR OBSERVATION WAS MADE ON THE MEDUSA CEMENT CO. STACK
 MF1607'SHOWN WITH A 3RD ORDER AZIMUTH VALUE FOR THIS STATION USING
 MF1607'A WILD T-2 WITH SOLAR PRISIM.  THE PROBABLE ERROR FOR THE
 MF1607'SHOT WAS PLUS OR MINUS 3 SECONDS.  THE AZIMUTH CALCULATED
 MF1607'FROM THE SOLAR OBSERVATION WAS 163 DEG - 23 MIN - 49 SEC
 MF1607'WHICH VARIES FROM YOUR VALUE BY 23 MIN - 36 SEC
 MF1607
 MF1607                          STATION RECOVERY (1970)
 MF1607
 MF1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1607'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND
 MF1607'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DIXON, MEDUSA
 MF1607'CEMENT CO. STACK. 1935 WAS TORN DOWN 10 OR 12 YEARS AGO AND
 MF1607'A NEW ONE BUILT.  A SOLAR OBSERVATION WAS MADE ON THE STACK
 MF1607'BY AN ENGINEERING FIRM AND AZIMUTH WAS STATED AS BEING 163 23 49.
 MF1607'AFTER OBSERVATIONS WERE MADE AT THE STATION THE AZIMUTH TO
 MF1607'THE STACK WAS FOUND TO BE 163 23 54.  A NEW DESCRIPTION
 MF1607'FOLLOWS--
 MF1607'
 MF1607'THE STATION IS LOCATED AT THE NORTH EDGE OF THE GROUNDS OF
 MF1607'THE DIXON AIRPORT (CHARLES R. WALGREEN FIELD), 63 FEET NORTH
 MF1607'OF THE NORTHWEST CORNER OF A SMALL BRICK BUILDING (AIRPORT
 MF1607'OFFICE), 43 FEET EAST OF THE NORTHEAST CORNER OF A BRICK HANGER,
 MF1607'64 FEET SOUTH OF A FENCE CORNER, 35 FEET NORTHWEST OF A METAL
 MF1607'LIGHT POLE, 36 FEET WEST OF THE WEST EDGE OF A NORTH-SOUTH
 MF1607'SIDEWALK AND 12 FEET EAST OF A FENCE.  THE MONUMENT IS 2
 MF1607'INCHES UNDERGROUND AND THE DISK IS STAMPED BURKET 1954.
 MF1607'
 MF1607'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE AIRPORT,
 MF1607'GO EAST ON U.S. HIGHWAY 30 A FOR 0.35 MILE TO THE MARK ON
 MF1607'THE RIGHT.
 MF1607'
 MF1607'REFERENCE MARK 1 IS 35 FEET WEST OF THE CENTERLINE OF DRIVEWAY
 MF1607'TO AIRPORT, 1 FOOT WEST OF THE WEST EDGE OF SIDEWALK, 15
 MF1607'FEET SOUTH OF A METAL LIGHT POLE, AND 50 FEET NORTHEAST OF
 MF1607'THE FENCE CORNER.  THE MONUMENT IS 3 INCHES UNDERGROUND AND
 MF1607'THE DISK IS STAMPED BURKET NO 1 1954.
 MF1607'
 MF1607'REFERENCE MARK 2 IS 19 FEET SOUTHEAST OF THE NORTHEAST CORNER
 MF1607'OF THE OFFICE BUILDING, 29 FEET NORTHEAST OF THE SOUTHEAST
 MF1607'CORNER OF THE BUILDING, 27 FEET NORTH OF THE NORTH EDGE OF
 MF1607'AN EAST-WEST SIDEWALK TO THE OFFICE BUILDING, 37 FEET WEST
 MF1607'OF THE CENTERLINE OF THE DRIVE AND 1 FOOT WEST OF THE WEST
 MF1607'EDGE OF THE NORTH-SOUTH SIDEWALK.  THE MONUMENT IS FLUSH AND
 MF1607'THE DISK IS STAMPED BURKET NO 2 1954.
 MF1607'
 MF1607'THE AZIMUTH MARK IS 159 FEET EAST OF THE CENTERLINE OF FIELD
 MF1607'ENTRANCE, 43 FEET WEST OF AN UNDERGROUND CABLE WARNING BOX,
 MF1607'45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST
 MF1607'OF A METAL WITNESS POST AND 4 FEET NORTH OF A FENCE.  THE
 MF1607'MONUMENT IS FLUSH AND THE DISK IS STAMPED BURKET 1954.
 MF1607'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 MF1607'MILES SOUTHEAST OF DIXON
 MF1607
 MF1607                          STATION RECOVERY (1990)
 MF1607
 MF1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MF1607'STATION RECOVERED IN GOOD CONDITION. OTHER MARKS NOT SEARCHED FOR.
 MF1607'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) EAST-SOUTHEAST OF DIXON, AT
 MF1607'THE DIXON MUNICIPAL AIRPORT, ALONG THE ENTRANCE ROAD, IN A LAWN
 MF1607'BETWEEN THE ENTRANCE ROAD AND A BRICK HANGER, IN EAST CENTRAL SECTION
 MF1607'3, T 21 N, R 9 E. OWNERSHIP--CITY OF DIXON, CITY HALL, DIXON, IL.
 MF1607'61021. AIRPORT MANAGER IS GORDON RUTT, PHONE 815-288-4905.
 MF1607'TO REACH FROM THE ARCH OVER HIGHWAY 26 AND 52 AT THE COURTHOUSE IN
 MF1607'DIXON, GO SOUTHERLY ON HIGHWAYS 26 AND 52 FOR 0.47 KM (0.29 MI) TO
 MF1607'THEIR JUNCTION WITH STATE HIGHWAY 38. TURN LEFT, EASTERLY, ON
 MF1607'HIGHWAYS 38 AND 52 FOR 0.51 KM (0.32 MI) TO A FORK. BEAR LEFT, EAST,
 MF1607'ON HIGHWAY 38 FOR 2.52 KM (1.57 MI) TO THE AIRPORT ENTRANCE ON THE
 MF1607'RIGHT. TURN RIGHT, SOUTH, ON PAVED ROAD FOR 0.79 KM (0.49 MI) TO THE
 MF1607'STATION ON THE RIGHT, IN LINE WITH THE NORTH WALL OF A BRICK HANGER.
 MF1607'STATION MARK IS SET IN TOP OF A 25-CM SQUARE CONCRETE POST 5 CM BELOW
 MF1607'THE GROUND. IT IS 2.7 M (8.9 FT) EAST OF A METAL WITNESS POST IN A
 MF1607'CHAIN LINK FENCE, 13.0 M (42.7 FT) WEST OF THE ENTRANCE ROAD CURB,
 MF1607'11.0 M (36.1 FT) WEST-NORTWEST OF A METAL LAMP POST, 19.7 M
 MF1607'(64.6 FT) SOUTH-SOUTHEAST OF A FENCE CORNER, 35.6 M (116.8 FT)
 MF1607'NORTH-NORTHWEST OF A HYDRANT.
 MF1607
 MF1607                          STATION RECOVERY (2002)
 MF1607
 MF1607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1607'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1607
 MF1607                          STATION RECOVERY (2002)
 MF1607
 MF1607'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCB)
 MF1607'HANGER BUILDING IS NOW COVERED WITH SOME MATERIAL OTHER THAN BRICK,
 MF1607'OTHERWISE DESCRIPTION IS ADEQUATE.
 MF1607
 MF1607                          STATION RECOVERY (2003)
 MF1607
 MF1607'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1607'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
 MF1607
 MF1607                          STATION RECOVERY (2003)
 MF1607
 MF1607'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1607'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2991 ***********************************************************************
 AJ2991  DESIGNATION -  BURLINGTON
 AJ2991  PID         -  AJ2991
 AJ2991  STATE/COUNTY-  IL/MCHENRY
 AJ2991  USGS QUAD   -  RICHMOND (1992)
 AJ2991
 AJ2991                         *CURRENT SURVEY CONTROL
 AJ2991  ___________________________________________________________________
 AJ2991* NAD 83(1997)-  42 29 23.29483(N)    088 18 21.33471(W)     ADJUSTED  
 AJ2991* NAVD 88     -       252.1    (meters)     827.     (feet)  GPS OBS   
 AJ2991  ___________________________________________________________________
 AJ2991  X           -     139,258.264 (meters)                     COMP
 AJ2991  Y           -  -4,708,523.370 (meters)                     COMP
 AJ2991  Z           -   4,286,026.840 (meters)                     COMP
 AJ2991  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AJ2991  ELLIP HEIGHT-         217.94  (meters)          (02/03/05) GPS OBS
 AJ2991  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 AJ2991
 AJ2991  HORZ ORDER  -  FIRST
 AJ2991  ELLP ORDER  -  FOURTH    CLASS II
 AJ2991
 AJ2991.The horizontal coordinates were established by GPS observations
 AJ2991.and adjusted by the National Geodetic Survey in April 2001..
 AJ2991
 AJ2991.The orthometric height was determined by GPS observations and a
 AJ2991.high-resolution geoid model.
 AJ2991
 AJ2991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2991
 AJ2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2991
 AJ2991.The ellipsoidal height was determined by GPS observations
 AJ2991.and is referenced to NAD 83.
 AJ2991
 AJ2991.The geoid height was determined by GEOID03.
 AJ2991
 AJ2991;                    North         East     Units Scale Factor Converg.
 AJ2991;SPC IL E     -   646,508.096   302,253.140   MT  0.99997506   +0 01 06.6
 AJ2991;SPC IL E     - 2,121,085.31    991,642.18   sFT  0.99997506   +0 01 06.6
 AJ2991;UTM  16      - 4,704,987.154   392,678.824   MT  0.99974171   -0 52 55.9
 AJ2991
 AJ2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2991!SPC IL E     -   0.99996582  x   0.99997506  =   0.99994088
 AJ2991!UTM  16      -   0.99996582  x   0.99974171  =   0.99970754
 AJ2991
 AJ2991                          SUPERSEDED SURVEY CONTROL
 AJ2991
 AJ2991  ELLIP H (04/24/01)  217.96   (m)                       GP(       ) 4 1
 AJ2991
 AJ2991.Superseded values are not recommended for survey control.
 AJ2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2991.See file dsdata.txt to determine how the superseded data were derived.
 AJ2991
 AJ2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN9267904987(NAD 83)
 AJ2991_MARKER: I = METAL ROD
 AJ2991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2991_STAMPING: BURLINGTON
 AJ2991_MARK LOGO: IL-111
 AJ2991_PROJECTION: FLUSH
 AJ2991_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2991+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 AJ2991_ROD/PIPE-DEPTH:  6.1 meters
 AJ2991_SLEEVE-DEPTH  :  0.9 meters
 AJ2991
 AJ2991  HISTORY     - Date     Condition        Report By
 AJ2991  HISTORY     - 20000727 MONUMENTED       SECI
 AJ2991
 AJ2991                          STATION DESCRIPTION
 AJ2991
 AJ2991'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2991'STATION IS LOCATED APPROXIMATELY 1.1 MI NORTH OF RICHMOND, 4.1 MI
 AJ2991'NORTHWEST OF SPRING GROVE IN SECTION 4, T46N, R8E.  TO REACH FROM
 AJ2991'THE JUNCTION OF US RT 12 AND BURLINGTON RD PROCEED NORTHEAST ON
 AJ2991'BURLINGTON RD 200 FT TO THE STATION LOCATED 25.4 FT EAST OF
 AJ2991'CENTERLINE OF BURLINGTON RD.  STATION IS LOCATED 29 FT NORTH OF
 AJ2991'CENTERLINE OF SOUTH ENTRANCE TO ST. JOSEPHS CEMETARY, 170 FT
 AJ2991'SOUTH OF CENTERLINE OF NORTH ENTRANCE TO ST. JOSEPHS CEMETARY,
 AJ2991'230 FT SOUTH OF POWERPOLE (PP), 132 FT SOUTH-SOUTHEAST OF PP, 36 FT
 AJ2991'SOUTH-SOUTHWEST OF FIRE HYDRANT, 18 FT NORTHEAST OF 12 IN STEEL
 AJ2991'CULVERT, 2 FT WEST OF CHAIN LINK FENCE, AND 2 FT WEST OF ORANGE
 AJ2991'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2991'INCH LOGO CAP.  DATUM POINT IS 0.25 FT BELOW CAP. PK NAILS WERE SET
 AJ2991'IN WOOD PHYSICAL TIES. (WB)
 AJ2991' 
 AJ2991'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0476 ***********************************************************************
 JB0476  DESIGNATION -  BURNETT AZ MK
 JB0476  PID         -  JB0476
 JB0476  STATE/COUNTY-  IL/JEFFERSON
 JB0476  USGS QUAD   -  OPDYKE (1978)
 JB0476
 JB0476                         *CURRENT SURVEY CONTROL
 JB0476  ___________________________________________________________________
 JB0476* NAD 83(1986)-  38 16 20.     (N)    088 46 19.     (W)     SCALED    
 JB0476* NAVD 88     -       151.369  (meters)     496.62   (feet)  ADJUSTED  
 JB0476  ___________________________________________________________________
 JB0476  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 JB0476  DYNAMIC HT  -         151.271 (meters)     496.29  (feet)  COMP
 JB0476  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 JB0476
 JB0476  VERT ORDER  -  SECOND    CLASS 0
 JB0476
 JB0476.The horizontal coordinates were scaled from a topographic map and have
 JB0476.an estimated accuracy of +/- 6 seconds.
 JB0476
 JB0476.The orthometric height was determined by differential leveling
 JB0476.and adjusted by the National Geodetic Survey in June 1991..
 JB0476
 JB0476.The geoid height was determined by GEOID03.
 JB0476
 JB0476.The dynamic height is computed by dividing the NAVD 88
 JB0476.geopotential number by the normal gravity value computed on the
 JB0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0476.degrees latitude (g = 980.6199 gals.).
 JB0476
 JB0476.The modeled gravity was interpolated from observed gravity values.
 JB0476
 JB0476;                    North         East    Units  Estimated Accuracy
 JB0476;SPC IL E     -   178,280.      261,620.      MT  (+/- 180 meters Scaled)
 JB0476
 JB0476                          SUPERSEDED SURVEY CONTROL
 JB0476
 JB0476  NGVD 29 (??/??/92)  151.482  (m)          496.99   (f) ADJ UNCH    2 0
 JB0476
 JB0476.Superseded values are not recommended for survey control.
 JB0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0476.See file dsdata.txt to determine how the superseded data were derived.
 JB0476
 JB0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH449375(NAD 83)
 JB0476_MARKER: DZ = AZIMUTH MARK DISK
 JB0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0476_STAMPING: BURNETT 1961
 JB0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0476+STABILITY: SURFACE MOTION
 JB0476
 JB0476  HISTORY     - Date     Condition        Report By
 JB0476  HISTORY     - 1961     MONUMENTED       CGS
 JB0476  HISTORY     - 1973     GOOD             NGS
 JB0476
 JB0476                          STATION DESCRIPTION
 JB0476
 JB0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0476'2 MI NE FROM OPDYKE.
 JB0476'ABOUT 0.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST
 JB0476'OFFICE IN OPDYKE, THENCE 1.05 MILES NORTH ALONG AN OILED ROAD,
 JB0476'THENCE 0.7 MILES EAST ALONG AN OILED ROAD, NEAR AN ABANDONED
 JB0476'FARM HOUSE NORTH OF THE ROAD, 22 FEET SOUTH OF THE CENTER OF THE
 JB0476'ROAD, 34 FEET EAST OF THE EXTENDED CENTER LINE OF THE DRIVE
 JB0476'NORTH, 3 FEET EAST OF POWER POLE C 5-7/5 WITH A TRANSFORMER, 49
 JB0476'FEET SOUTHEAST OF A POWER POLE, 1.5 FEET EAST OF A METAL WITNESS
 JB0476'POST, 4 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JB0476'CONCRETE POST FLUSH WITH THE GROUND.
 JB0476
 JB0476                          STATION RECOVERY (1973)
 JB0476
 JB0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0480 ***********************************************************************
 JB0480  DESIGNATION -  BURNETT RESET 1973
 JB0480  PID         -  JB0480
 JB0480  STATE/COUNTY-  IL/JEFFERSON
 JB0480  USGS QUAD   -  OPDYKE (1978)
 JB0480
 JB0480                         *CURRENT SURVEY CONTROL
 JB0480  ___________________________________________________________________
 JB0480* NAD 83(1997)-  38 16 20.51066(N)    088 46 03.98664(W)     ADJUSTED  
 JB0480* NAVD 88     -       149.93   (meters)     491.9    (feet)  RESET     
 JB0480  ___________________________________________________________________
 JB0480  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JB0480  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB0480
 JB0480  HORZ ORDER  -  SECOND
 JB0480  VERT ORDER  -  THIRD
 JB0480
 JB0480.The horizontal coordinates were established by classical geodetic methods
 JB0480.and adjusted by the National Geodetic Survey in October 1999..
 JB0480
 JB0480.The orthometric height was computed from unverified reset data.
 JB0480
 JB0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0480
 JB0480.The geoid height was determined by GEOID03.
 JB0480
 JB0480;                    North         East     Units Scale Factor Converg.
 JB0480;SPC IL E     -   178,295.523   261,984.425   MT  0.99999279   -0 16 08.7
 JB0480;SPC IL E     -   584,957.90    859,527.23   sFT  0.99999279   -0 16 08.7
 JB0480;UTM  16      - 4,237,512.942   345,364.175   MT  0.99989450   -1 05 42.6
 JB0480
 JB0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0480!SPC IL E     -   0.99998122  x   0.99999279  =   0.99997401
 JB0480!UTM  16      -   0.99998122  x   0.99989450  =   0.99987572
 JB0480
 JB0480|---------------------------------------------------------------------|
 JB0480| PID    Reference Object                     Distance      Geod. Az  |
 JB0480|                                                           dddmmss.s |
 JB0480| JB0479 BURNETT RM 1                         29.953 METERS 12315     |
 JB0480| JB0481 BURNETT RM 3                         16.430 METERS 18146     |
 JB0480| JB0477 BURNETT RM 2                         31.701 METERS 24103     |
 JB0480| JB0476 BURNETT AZ MK                                      2672414.9 |
 JB0480|---------------------------------------------------------------------|
 JB0480
 JB0480                          SUPERSEDED SURVEY CONTROL
 JB0480
 JB0480  NAD 83(1997)-  38 16 20.52265(N)    088 46 03.98563(W) AD(       ) 2
 JB0480  NAD 83(1986)-  38 16 20.52476(N)    088 46 03.98632(W) AD(       ) 2
 JB0480  NGVD 29 (07/19/86)  149.60   (m)          490.8    (f) LEVELING    3  
 JB0480
 JB0480.Superseded values are not recommended for survey control.
 JB0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0480.See file dsdata.txt to determine how the superseded data were derived.
 JB0480
 JB0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4536437513(NAD 83)
 JB0480_MARKER: DB = BENCH MARK DISK
 JB0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0480_STAMPING: BURNETT 1961 1973
 JB0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0480+STABILITY: SURFACE MOTION
 JB0480
 JB0480  HISTORY     - Date     Condition        Report By
 JB0480  HISTORY     - 1973     MONUMENTED       NGS
 JB0480  HISTORY     - 1973     GOOD             NGS
 JB0480
 JB0480                          STATION DESCRIPTION
 JB0480
 JB0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0480'2 MI NE FROM OPDYKE.
 JB0480'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 JB0480'AT OPDYKE, THENCE NORTH ALONG OILED ROAD FOR 1.15 MILES TO A
 JB0480'CROSSROAD, THENCE EST ALONG OILED ROAD FOR 1.0 MILE TO THE MARK
 JB0480'ON THE LEFT, IN THE SOUTH EDGE OF A CULTIVATED FIELD, ON THE
 JB0480'PROPERTY OF MR. SAM BURNETT, 70 FEET NORTHWEST OF A POWER POLE,
 JB0480'29 FEET NORTH OF THE CENTERLINE OF ROAD, 55 FEET NORTH OF A FENCE
 JB0480'CORNER, SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 18 INCHES
 JB0480'UNDERGROUND.
 JB0480
 JB0480                          STATION RECOVERY (1973)
 JB0480
 JB0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JB0480'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 JB0480'WERE FOUND IN GOOD
 JB0480'CONDITION.  THE SURFACE STATION MARK FOUND HIT BY
 JB0480'FARM EQUIPMENT AND THE DISK GONE.
 JB0480'REFERENCE MARK 2 FOUND PARTIALLY
 JB0480'UPROOTED AND THE DISK WAS SALVAGED.  A NEW SURFACE
 JB0480'STATION MARK WAS
 JB0480'SET HOLDING THE UNDERGROUND POINT AND BELOW THE GROUND SINCE THE SITE
 JB0480'IS NOW A
 JB0480'CULTIVATED FIELD.  REFERENCE MARK 3 WAS SET.  THE DISTANCE
 JB0480'AND DIRECTION TO REFERENCE
 JB0480'MARK 1 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 JB0480'
 JB0480'THE STATION IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD, ON
 JB0480'THE PROPERTY OF MR
 JB0480'SAM BURNETT, 70 FEET NOORTHWEST OF A POWER POLE,
 JB0480'29 FEET NORTH OF THE CENTERLINE OF
 JB0480'OILED ROAD AND 55 FEET NORTH OF A
 JB0480'FENCE CORNER.  THE MONUMENT IS 28 INCHES UNDERGROUND
 JB0480'AND THE DISK IS
 JB0480'STAMPED BURNETT 1961 1973.
 JB0480'
 JB0480'TO REACH THE STATION FROM THE POST OFFICE AT OPDYKE, GO SOUTHEAST ON
 JB0480'U S HIGHWAY 460
 JB0480'FOR 0.1 MILE TO A ROAD LEFT.  TURN LEFT AND GO NORTH
 JB0480'ON OILED ROAD FOR 1.15 MILE TO A
 JB0480'CROSSROAD.  TURN RIGHT AND GO EAST
 JB0480'ON OILED ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JB0480'CONTINUE EAST ON THE OILED ROAD FOR 0.25 MILE TO THE STATION ON THE
 JB0480'LEFT.
 JB0480'
 JB0480'REFERENCE MARK 1 IS 36 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF A
 JB0480'FENCE, 1 FOOT WEST
 JB0480'OF A METAL WITNESS POST AND 23 FEET SOUTH OF THE
 JB0480'CENTERLINE OF ROAD.  THE MONUMENT IS
 JB0480'FLUSH AND THE DISK IS STAMPED BURNETT NO 1 1961.
 JB0480'
 JB0480'REFERENCE MARK 3 IS 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 JB0480'FOOT EAST OF A
 JB0480'METAL WITNESS POST, 2 FEET NORTHWEST OF A FENCE CORNER
 JB0480'AND 47 FEET WEST OF A POWER POLE.
 JB0480'THE MONUMENT PROJECTS 4 INCHES AND
 JB0480'THE DISK IS STAMPED BURNETT 1961 NO 3 1973.
 JB0480'
 JB0480'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2
 JB0480'FEET EAST OF A
 JB0480'POWER POLE AND 2 FEET EAST OF A METAL WITNESS POST.
 JB0480'THE MONUMENT IS FLUSH AND THE
 JB0480'DISK IS STAMPED BURNETT 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0479 ***********************************************************************
 JB0479  DESIGNATION -  BURNETT RM 1
 JB0479  PID         -  JB0479
 JB0479  STATE/COUNTY-  IL/JEFFERSON
 JB0479  USGS QUAD   -  OPDYKE (1978)
 JB0479
 JB0479                         *CURRENT SURVEY CONTROL
 JB0479  ___________________________________________________________________
 JB0479* NAD 83(1986)-  38 16 20.     (N)    088 46 03.     (W)     SCALED    
 JB0479* NAVD 88     -       148.700  (meters)     487.86   (feet)  ADJUSTED  
 JB0479  ___________________________________________________________________
 JB0479  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB0479  DYNAMIC HT  -         148.603 (meters)     487.54  (feet)  COMP
 JB0479  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 JB0479
 JB0479  VERT ORDER  -  SECOND    CLASS 0
 JB0479
 JB0479.The horizontal coordinates were scaled from a topographic map and have
 JB0479.an estimated accuracy of +/- 6 seconds.
 JB0479
 JB0479.The orthometric height was determined by differential leveling
 JB0479.and adjusted by the National Geodetic Survey in June 1991..
 JB0479
 JB0479.The geoid height was determined by GEOID03.
 JB0479
 JB0479.The dynamic height is computed by dividing the NAVD 88
 JB0479.geopotential number by the normal gravity value computed on the
 JB0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0479.degrees latitude (g = 980.6199 gals.).
 JB0479
 JB0479.The modeled gravity was interpolated from observed gravity values.
 JB0479
 JB0479;                    North         East    Units  Estimated Accuracy
 JB0479;SPC IL E     -   178,280.      262,010.      MT  (+/- 180 meters Scaled)
 JB0479
 JB0479                          SUPERSEDED SURVEY CONTROL
 JB0479
 JB0479  NGVD 29 (??/??/92)  148.813  (m)          488.23   (f) ADJ UNCH    2 0
 JB0479
 JB0479.Superseded values are not recommended for survey control.
 JB0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0479.See file dsdata.txt to determine how the superseded data were derived.
 JB0479
 JB0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH453374(NAD 83)
 JB0479_MARKER: DR = REFERENCE MARK DISK
 JB0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0479_STAMPING: BURNETT NO 1 1961
 JB0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0479+STABILITY: SURFACE MOTION
 JB0479
 JB0479  HISTORY     - Date     Condition        Report By
 JB0479  HISTORY     - 1961     MONUMENTED       CGS
 JB0479  HISTORY     - 1973     GOOD             NGS
 JB0479
 JB0479                          STATION DESCRIPTION
 JB0479
 JB0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0479'2.2 MI NE FROM OPDYKE.
 JB0479'ABOUT 0.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST
 JB0479'OFFICE IN OPDYKE, THENCE 1.05 MILES NORTH ALONG AN OILED ROAD,
 JB0479'THENCE 0.9 MILES EAST ALONG AN OILED ROAD, ABOUT 0.10 MILES EAST
 JB0479'OF A DRIVE SOUTH TO A FARM HOUSE, 21 FEET SOUTH OF THE CENTER
 JB0479'OF THE ROAD, 36 FEET EAST OF THE THIRD POWER POLE EAST OF THE
 JB0479'JUNCTION OF THE DRIVE SOUTH TO THE FARM HOUSE, 83 FEET EAST OF
 JB0479'THE FENCE CORNER, 98.3 FEET SOUTHEAST OF TRAVERSE STATION
 JB0479'BURNETT, 95.9 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2
 JB0479'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0479'POST FLUSH WITH THE GROUND.
 JB0479
 JB0479                          STATION RECOVERY (1973)
 JB0479
 JB0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0481 ***********************************************************************
 JB0481  DESIGNATION -  BURNETT RM 3
 JB0481  PID         -  JB0481
 JB0481  STATE/COUNTY-  IL/JEFFERSON
 JB0481  USGS QUAD   -  OPDYKE (1978)
 JB0481
 JB0481                         *CURRENT SURVEY CONTROL
 JB0481  ___________________________________________________________________
 JB0481* NAD 83(1986)-  38 16 20.     (N)    088 46 03.     (W)     SCALED    
 JB0481* NAVD 88     -       149.49   (meters)     490.5    (feet)  RESET     
 JB0481  ___________________________________________________________________
 JB0481  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB0481
 JB0481  VERT ORDER  -  THIRD
 JB0481
 JB0481.The horizontal coordinates were scaled from a topographic map and have
 JB0481.an estimated accuracy of +/- 6 seconds.
 JB0481
 JB0481.The orthometric height was computed from unverified reset data.
 JB0481
 JB0481.The geoid height was determined by GEOID03.
 JB0481
 JB0481;                    North         East    Units  Estimated Accuracy
 JB0481;SPC IL E     -   178,280.      262,010.      MT  (+/- 180 meters Scaled)
 JB0481
 JB0481                          SUPERSEDED SURVEY CONTROL
 JB0481
 JB0481.No superseded survey control is available for this station.
 JB0481
 JB0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH453374(NAD 83)
 JB0481_MARKER: DR = REFERENCE MARK DISK
 JB0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0481_STAMPING: BURNETT 1961 NO 3 1973
 JB0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0481+STABILITY: SURFACE MOTION
 JB0481
 JB0481  HISTORY     - Date     Condition        Report By
 JB0481  HISTORY     - 1973     MONUMENTED       NGS
 JB0481
 JB0481                          STATION DESCRIPTION
 JB0481
 JB0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0481'2 MI NE FROM OPDYKE.
 JB0481'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 460 FROM THE POST OFFICE
 JB0481'AT OPDYKE, THENCE NORTH ALONG OILED ROAD FOR 1.15 MILES TO A
 JB0481'CROSSROAD, THENCE EAST ALONG OILED ROAD FOR 1.0 MILE TO THE MARK
 JB0481'ON THE RIGHT, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 JB0481'FOOT EAST OF A METAL WITNESS POST, 2 FEET NORTHWEST OF A FENCE
 JB0481'CORNER, 47 FEET WEST OF A POWER POLE, SET IN THE TOP OF A ROUND
 JB0481'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0743 ***********************************************************************
 LD0743  DESIGNATION -  BURNHAM RESET
 LD0743  PID         -  LD0743
 LD0743  STATE/COUNTY-  IL/MCDONOUGH
 LD0743  USGS QUAD   -  MACOMB (1997)
 LD0743
 LD0743                         *CURRENT SURVEY CONTROL
 LD0743  ___________________________________________________________________
 LD0743* NAD 83(1997)-  40 27 44.07562(N)    090 38 17.20223(W)     ADJUSTED  
 LD0743* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LD0743  ___________________________________________________________________
 LD0743  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 LD0743  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LD0743
 LD0743  HORZ ORDER  -  FIRST
 LD0743
 LD0743.The horizontal coordinates were established by classical geodetic methods
 LD0743.and adjusted by the National Geodetic Survey in October 1999..
 LD0743
 LD0743.The orthometric height was scaled from a topographic map.
 LD0743
 LD0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0743
 LD0743.The geoid height was determined by GEOID03.
 LD0743
 LD0743;                    North         East     Units Scale Factor Converg.
 LD0743;SPC IL W     -   421,418.592   660,016.540   MT  0.99996085   -0 18 21.4
 LD0743;SPC IL W     - 1,382,604.16  2,165,404.26   sFT  0.99996085   -0 18 21.4
 LD0743;UTM  15      - 4,481,743.096   700,253.121   MT  1.00009364   +1 31 59.7
 LD0743
 LD0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0743!SPC IL W     -   0.99997196  x   0.99996085  =   0.99993281
 LD0743!UTM  15      -   0.99997196  x   1.00009364  =   1.00006560
 LD0743
 LD0743:                Primary Azimuth Mark                     Grid Az
 LD0743:SPC IL W     -  BURNHAM AZ MK 3                          003 15 53.9
 LD0743:UTM  15      -  BURNHAM AZ MK 3                          001 25 32.8
 LD0743
 LD0743|---------------------------------------------------------------------|
 LD0743| PID    Reference Object                     Distance      Geod. Az  |
 LD0743|                                                           dddmmss.s |
 LD0743| CL8975 BURNHAM AZ MK 3                                    0025732.5 |
 LD0743| CL8980 BURNHAM RM 5                         13.915 METERS 01418     |
 LD0743| CL8976 BURNHAM RM 1                         28.206 METERS 03337     |
 LD0743| CL8978 BURNHAM RM 3                         25.524 METERS 04539     |
 LD0743| CL8979 BURNHAM RM 4                         24.869 METERS 13303     |
 LD0743| CL8981 BURNHAM RM 6                         14.109 METERS 16639     |
 LD0743| CL8977 BURNHAM RM 2                         29.438 METERS 17208     |
 LD0743| CL8974 BURNHAM AZ MK                                      1820630.6 |
 LD0743| LD0747 MACOMB W STONEWARE CO STACK         APPROX. 4.5 KM 2593610.2 |
 LD0743| LD0744 MACOMB MC DONOUGH CTHSE DOME        APPROX. 2.4 KM 2620726.9 |
 LD0743| LD0746 MACOMB W ILL STC HEAT PLT STK       APPROX. 3.8 KM 2751438.7 |
 LD0743| LD0745 MACOMB MUNICIPAL TANK               APPROX. 2.9 KM 2910922.2 |
 LD0743|---------------------------------------------------------------------|
 LD0743
 LD0743                          SUPERSEDED SURVEY CONTROL
 LD0743
 LD0743  NAD 83(1997)-  40 27 44.07477(N)    090 38 17.20507(W) AD(       ) 1
 LD0743  NAD 83(1986)-  40 27 44.09258(N)    090 38 17.20120(W) AD(       ) 1
 LD0743  NAD 27      -  40 27 43.95300(N)    090 38 16.73800(W) AD(       ) 1
 LD0743
 LD0743.Superseded values are not recommended for survey control.
 LD0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0743.See file dsdata.txt to determine how the superseded data were derived.
 LD0743
 LD0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE0025381743(NAD 83)
 LD0743_MARKER: DS = TRIANGULATION STATION DISK
 LD0743_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LD0743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0743_STAMPING: BURNHAM 1934 1964
 LD0743_MARK LOGO: CGS   
 LD0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0743+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2004
 LD0743
 LD0743  HISTORY     - Date     Condition        Report By
 LD0743  HISTORY     - 1964     MONUMENTED       CGS
 LD0743  HISTORY     - 19850801 GOOD             NGS
 LD0743  HISTORY     - 20040126 GOOD             USPSQD
 LD0743
 LD0743                          STATION DESCRIPTION
 LD0743
 LD0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 LD0743'THE STATION MARK, RMS 5 AND 6, AZ MK 3 1976 AND A AZ MK WHICH WAS SET
 LD0743'IN 1975 BY SOME UNKNOWN WERE ALL RECOVERED IN GOOD CONDITION.  THE
 LD0743'1976 AZ WAS NOT RECOVERED UNTIL AFTER A 1985 AZ MK WAS ESTABLISHED TO
 LD0743'REPLACE THE 1975 AZ.  WHILE STILL AT THE STATION I WAS INFORMED BY THE
 LD0743'CONSTRUCTION SUPERVISOR THAT THEY WERE ABLE TO WORK AROUND THIS
 LD0743'MONUMENT AND IT NO LONGER NEEDED TO BE RELOCATED, SO IT WAS LEFT
 LD0743'INTACT ALSO.  THERE IS NOW 3 AZ MKS FOR THIS STATION AND THEY ARE ALL
 LD0743'POSITIONED BY ELECTRONIC TRAVERSE.  THE DISTANCE AND DIRECTION TO RM 6
 LD0743'CHECKED THE 1976 DATA.  THE DIRECTION TO RM 5 CHECKED THE 1976 DATA
 LD0743'BUT A DIFFERENCE OF 0.019 METER (0.062 FT) WAS FOUND IN THE DISTANCE.
 LD0743'THE 1966 DESCRIPTION IS STILL ADEQUATE TO RECOVER THE STATION ALONG
 LD0743'WIH THE 1976 ADDITIONS.
 LD0743' 
 LD0743'THE STATION IS A STANDARD NGS DISK STAMPED---BURNHAM 1934 1964---, SET
 LD0743'INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE, 30 CM (12 INCHES) IN
 LD0743'DIAMETER, RECESSED 35 CM (12 INCHES) BELOW THE GROUND.  THE STATION IS
 LD0743'LOCATED 10.058 METERS (32.999 FT) W FROM THE CENTERLINE OF BOWER ROAD,
 LD0743'3.200 METERS (10.499 FT) W FROM A GATE AND METAL WITNESS POST, 3.200
 LD0743'METERS (10.499 FT) SW FROM A GATE POST AND 3.048 METERS (10.000 FT) W
 LD0743'FROM A UTILITY POLE.  RM NO 5, IS A STANDARD NGS DISK
 LD0743'STAMPED---BURNHAM NO 5 1934---, SET INTO THE OP OF A ROUND CONCRETE
 LD0743'MONUMENT, 30 CM (10 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE
 LD0743'STATION IS LOCATED 8.352 METERS (27.402 FT) N FROM A GATE POST, 7.315
 LD0743'METERS (23.999 FT) W FROM THE CENTERLINE OF BOWER ROAD, 0.305 METERS
 LD0743'(1.001 FT) W FROM A FENCE AND WITNESS POST, AND 14.478 METERS (47.500
 LD0743'FT) N FROM THE UTILITY POLE, AND 0.46 METERS (1.51 FT) ABOVE THE
 LD0743'STATION.  RM NO 6, IS A STANDARD NGS DISK STAMPED---BURNHAM NO 6
 LD0743'1934---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10
 LD0743'INCHES) IN DIAMETER, RECESSED 12 CM (4 INCHES) BELOW THE GROUND.  THE
 LD0743'STATION IS LOCATED 12.344 METERS (40.499 FT) S FROM THE UTILITY POLE,
 LD0743'7.315 METERS (23.999 FT) W FROM THE CENETRLINE OF BOWER ROAD, AND
 LD0743'0.305 METERS (1.001 FT) W FROM A FENCE AND A WITNESS POST, AND 0.46
 LD0743'METERS (1.51 FT) ABOVE THE STATION.  AZ MK NO 2, IS A STANDARD NGS RM
 LD0743'DISK STAMPED---BURNHAM 1934 AZ MK 2 1975---, SET INTO THE TOP OF A
 LD0743'SQUARE CONCRETE MONUMENT 35 CM (12 INCHES) IN DIAMETER, PROJECTING 33
 LD0743'CM (11 INCHES) ABOVE THE GROUND.  MONUMENT TAPERS, IT IS 12 INCH
 LD0743'SQUARE AT TOP AND 22 INCH SQUARE AT GROUND.  THE STATION IS LOCATED
 LD0743'24.079 METERS (78.999 FT) W FROM THE CENTERLINE OF BOWER ROAD, 20.269
 LD0743'METERS (66.499 FT) N FROM THE CENTERLINE OF U.S HWY 67, 1.524 METERS
 LD0743'(5.000 FT) SSW FROM A STREET SIGN, 0.305 METERS (1.001 FT) SE FROM A
 LD0743'METAL WITNESS POST AND 0.610 METERS (2.001 FT) E FROM A RIGHT-OF-WAY
 LD0743'MARKER.  TO REACH FROM THE STATION GO S ON BOWER ROAD FOR 0.40 KM
 LD0743'(0.25 MI) TO THE JUNCTION OF HWYS 67 AND 136 AND THE MARK ON RIGHT AS
 LD0743'DESCRIBED.  AZ MK NO 4, IS STANDARD NGS DISK STAMPED---BURNHAM 1934 NO
 LD0743'4 1985---, SET INTO THE TOP OF A ROUND CONCRETE MOUMENT 30 CM (10
 LD0743'INCHES) FLUSH WITH GROUND.  THE STATION IS LOCATED 23.774 METERS
 LD0743'(77.999 FT) S FROM THE CENTERLINE OF U.S HWY 67, 6.096 METERS (20.000
 LD0743'FT) SSE FROM A UTILITY POLE AND 0.762 METERS (2.500 FT) N FROM A LARGE
 LD0743'METAL BILLBOARD SIGN AND A WITNESS POST.  TO REACH THE AZ MK FROM THE
 LD0743'STATION GO S ON THE PAVED ROAD BOWER ROAD, FOR 0.40 KM (0.25 MI) TO
 LD0743'ITS JUNCTION WITH HWYS 67 AND 136 AND THE MARK SET DIRECTLY ACROSS
 LD0743'HWY.  AZ MK NO 3, IS A STANDARD NGS DISK STAMPED---BURNHAM 1976---,
 LD0743'CEMENTED IN A DRILL HOLE IN THE TOP AND CENTER OF A COMPLETE DRAIN
 LD0743'WHICH PROJECTS 10 INCHES.  LOCATED 8.839 METERS (28.999 FT) E FROM THE
 LD0743'CENTERLINE OF BOWER ROAD IN THE W EDGE OF THE FEDERAL MOGUL ROLLER
 LD0743'BEARING COMPANY LAWN.  TO REACH AZ MK 3, GO N ON BOWER ROAD FOR 0.35
 LD0743'KM (0.20 MI) TO MARK ON RIGHT AS DESCRIBED.
 LD0743
 LD0743                          STATION RECOVERY (2004)
 LD0743
 LD0743'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 LD0743'LOCATED RM 5, RM 6, AZ MK 2, AZ MK 3, AZ MK 4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1619 ***********************************************************************
 HB1619  DESIGNATION -  BURNS
 HB1619  PID         -  HB1619
 HB1619  STATE/COUNTY-  IL/WILLIAMSON
 HB1619  USGS QUAD   -  MARION (1996)
 HB1619
 HB1619                         *CURRENT SURVEY CONTROL
 HB1619  ___________________________________________________________________
 HB1619* NAD 83(1997)-  37 40 08.53641(N)    088 54 05.18146(W)     ADJUSTED  
 HB1619* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 HB1619  ___________________________________________________________________
 HB1619  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HB1619  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HB1619
 HB1619  HORZ ORDER  -  SECOND
 HB1619
 HB1619.The horizontal coordinates were established by classical geodetic methods
 HB1619.and adjusted by the National Geodetic Survey in October 1999..
 HB1619
 HB1619.The orthometric height was scaled from a topographic map.
 HB1619
 HB1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1619
 HB1619.The geoid height was determined by GEOID03.
 HB1619
 HB1619;                    North         East     Units Scale Factor Converg.
 HB1619;SPC IL E     -   111,393.027   249,879.483   MT  1.00000593   -0 20 49.8
 HB1619;SPC IL E     -   365,461.96    819,812.94   sFT  1.00000593   -0 20 49.8
 HB1619;UTM  16      - 4,170,795.934   332,303.374   MT  0.99994640   -1 09 44.1
 HB1619
 HB1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1619!SPC IL E     -   0.99997852  x   1.00000593  =   0.99998445
 HB1619!UTM  16      -   0.99997852  x   0.99994640  =   0.99992493
 HB1619
 HB1619:                Primary Azimuth Mark                     Grid Az
 HB1619:SPC IL E     -  MARION RADIO STA WGGH N MAST             002 56 15.7
 HB1619:UTM  16      -  MARION RADIO STA WGGH N MAST             003 45 10.0
 HB1619
 HB1619|---------------------------------------------------------------------|
 HB1619| PID    Reference Object                     Distance      Geod. Az  |
 HB1619|                                                           dddmmss.s |
 HB1619| HB1625 MARION RADIO STA WGGH N MAST        APPROX. 6.6 KM 0023525.9 |
 HB1619| CI3155 BURNS RM 1                           21.283 METERS 01452     |
 HB1619| CI3154 BURNS AZ MK                                        0545916.7 |
 HB1619| HB1613 CREAL SPRINGS MUNICIPAL TANK        APPROX. 8.1 KM 1310648.9 |
 HB1619| HB1614 CREAL SPRINGS TV STA WSIL MAST      APPROX. 6.8 KM 1574330.0 |
 HB1619| CI3156 BURNS RM 2                           38.914 METERS 20939     |
 HB1619| HB1626 MARION VA HOSPITAL WATER TANK       APPROX. 7.5 KM 3224347.1 |
 HB1619| HB1622 MARION GEN TEL MICROWAVE TWR        APPROX. 7.4 KM 3410327.7 |
 HB1619| HB1621 MARION CO CTHSE CLOCK TOWER         APPROX. 7.2 KM 3414102.7 |
 HB1619|---------------------------------------------------------------------|
 HB1619
 HB1619                          SUPERSEDED SURVEY CONTROL
 HB1619
 HB1619  NAD 83(1997)-  37 40 08.54420(N)    088 54 05.18139(W) AD(       ) 2
 HB1619  NAD 83(1986)-  37 40 08.54709(N)    088 54 05.18386(W) AD(       ) 2
 HB1619  NAD 27      -  37 40 08.36729(N)    088 54 04.94014(W) AD(       ) 2
 HB1619
 HB1619.Superseded values are not recommended for survey control.
 HB1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1619.See file dsdata.txt to determine how the superseded data were derived.
 HB1619
 HB1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3230370796(NAD 83)
 HB1619_MARKER: DS = TRIANGULATION STATION DISK
 HB1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1619
 HB1619  HISTORY     - Date     Condition        Report By
 HB1619  HISTORY     - 1960     MONUMENTED       CGS
 HB1619
 HB1619                          STATION DESCRIPTION
 HB1619
 HB1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1619'THE STATION IS ABOUT 4-1/4 MILES SOUTH AND 1-1/2 MILES EAST OF THE
 HB1619'CENTER OF MARION, AND ON THE PROPERTY OF MR. THAD BURNS.  IT IS
 HB1619'43 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A SHED ATTACHED TO THE
 HB1619'SOUTH SIDE OF THE BARN, 31.3 FEET WEST-SOUTHWEST OF THE
 HB1619'NORTHWEST CORNER OF A BARN, 19 FEET SOUTHWEST OF A 12 INCH ELM TREE
 HB1619'AND 15 FEET WEST OF A WIRE FENCE AND A WITNESS POST.  THE
 HB1619'MONUMENT IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 HB1619'STAMPED BURNS 1960.
 HB1619'
 HB1619'TO REACH THE STA FROM THE E SIDE OF THE CTHSR SQUARE IN MARION, GO E
 HB1619'ON ST HWY 13 FOR 1.1 MILES TO A SIDE RD RIGHT. TURN RIGHT AND GO S ON
 HB1619'A NARROW CONCRETE RD FOR 1.5 MI TO A POINT WHERE THE CONC RD CURVES
 HB1619'FROM S TO E. CONTINUE STRAIGHT AHEAD ON A GRAVELED RD FOR 1.5 MI
 HB1619'TO AN ANGLING CROSSROAD. CONTINUE AHEAD S ON THE GRAVELED RD FOR 0.95
 HB1619'MI TO A T-RD.* CONTINUE SOUTH ON A NARROW FARM LANE FOR 0.1 MILE TO
 HB1619'A BARN ON THE LEFT AND THE STATION ON THE RIGHT.
 HB1619'
 HB1619'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A GRAVELED
 HB1619'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE
 HB1619'REACHING A HOUSE ON THE LEFT.
 HB1619'
 HB1619'REFERENCE MARK 1 IS 22 FEET SOUTH OF A 10 INCH ELM TREE, 12 FEET
 HB1619'NORTH OF A 12 INCH ELM TREE AND 1 FOOT WEST OF A WIRE FENCE.
 HB1619'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BURNS NO 1
 HB1619'1960.
 HB1619'
 HB1619'REFERENCE MARK 2 IS 71 FEET WEST OF A WIRE FENCE, 5 FEET WEST OF A 6
 HB1619'INCH SASSAFRAS TREE, AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 HB1619'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BURNS NO 2 1960.
 HB1619'
 HB1619'THE AZIMUTH MARK IS 29 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HB1619'ROAD, 9 FEET WEST OF A FENCE CORNER, 6 FEET WEST OF A POWER
 HB1619'POLE WITH A TRANSFORMER, 2 FEET WEST OF A WITNESS POST AND 6 INCHES
 HB1619'SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 HB1619'DISK IS STAMPED BURNS 1960.
 HB1619'
 HB1619'NO MEASUREMENT BETWEEN REFERENCE MARKS NEAR 180 DEGREES.
 HB1619'
 HB1619'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0454 ***********************************************************************
 LC0454  DESIGNATION -  BURNS AZ MK
 LC0454  PID         -  LC0454
 LC0454  STATE/COUNTY-  IL/MCLEAN
 LC0454  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0454
 LC0454                         *CURRENT SURVEY CONTROL
 LC0454  ___________________________________________________________________
 LC0454* NAD 83(1986)-  40 24 01.     (N)    088 59 10.     (W)     SCALED    
 LC0454* NAVD 88     -       243.461  (meters)     798.75   (feet)  ADJUSTED  
 LC0454  ___________________________________________________________________
 LC0454  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC0454  DYNAMIC HT  -         243.345 (meters)     798.37  (feet)  COMP
 LC0454  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 LC0454
 LC0454  VERT ORDER  -  FIRST     CLASS I
 LC0454
 LC0454.The horizontal coordinates were scaled from a topographic map and have
 LC0454.an estimated accuracy of +/- 6 seconds.
 LC0454
 LC0454.The orthometric height was determined by differential leveling
 LC0454.and adjusted by the National Geodetic Survey in June 1991..
 LC0454.WARNING-Repeat measurements at this control monument indicate possible
 LC0454.vertical movement.
 LC0454
 LC0454.The geoid height was determined by GEOID03.
 LC0454
 LC0454.The dynamic height is computed by dividing the NAVD 88
 LC0454.geopotential number by the normal gravity value computed on the
 LC0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0454.degrees latitude (g = 980.6199 gals.).
 LC0454
 LC0454.The modeled gravity was interpolated from observed gravity values.
 LC0454
 LC0454;                    North         East    Units  Estimated Accuracy
 LC0454;SPC IL E     -   414,650.      244,590.      MT  (+/- 180 meters Scaled)
 LC0454
 LC0454                          SUPERSEDED SURVEY CONTROL
 LC0454
 LC0454  NGVD 29 (??/??/92)  243.516  (m)          798.94   (f) ADJ UNCH    1 1
 LC0454
 LC0454.Superseded values are not recommended for survey control.
 LC0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0454.See file dsdata.txt to determine how the superseded data were derived.
 LC0454
 LC0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK314740(NAD 83)
 LC0454_MARKER: DZ = AZIMUTH MARK DISK
 LC0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0454_STAMPING: BURNS 1959
 LC0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0454+STABILITY: SURFACE MOTION
 LC0454
 LC0454  HISTORY     - Date     Condition        Report By
 LC0454  HISTORY     - 1959     MONUMENTED       CGS
 LC0454  HISTORY     - 1969     GOOD             NGS
 LC0454  HISTORY     - 1971     GOOD             NGS
 LC0454
 LC0454                          STATION DESCRIPTION
 LC0454
 LC0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0454'6.7 MI S FROM BLOOMINGTON.
 LC0454'ABOUT 0.65 MILE EAST ALONG E WASHINGTON STREET FROM THE MCLEAN
 LC0454'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 5.65 MILES SOUTH ALONG
 LC0454'THE ILLINOIS CENTRAL RAILROAD, THENCE 0.4 MILE WEST ALONG A
 LC0454'PAVED ROAD, 59 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 LC0454'THE ROAD AND U.S. HIGHWAY 51, 24 1/2 FEET SOUTH OF THE CENTER
 LC0454'LINE OF THE ROAD, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LC0454'178 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 56
 LC0454'FEET SOUTH AND ACROSS THE ROAD FROM AN UNDERGROUND PIPE LINE
 LC0454'MARKER, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 LC0454'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LC0454'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0454'SEC 4, T 22 N, R 2 E.
 LC0454
 LC0454                          STATION RECOVERY (1971)
 LC0454
 LC0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LC0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0457 ***********************************************************************
 LC0457  DESIGNATION -  BURNS RM 3
 LC0457  PID         -  LC0457
 LC0457  STATE/COUNTY-  IL/MCLEAN
 LC0457  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0457
 LC0457                         *CURRENT SURVEY CONTROL
 LC0457  ___________________________________________________________________
 LC0457* NAD 83(1986)-  40 24 02.     (N)    088 58 51.     (W)     SCALED    
 LC0457* NAVD 88     -       245.35   (meters)     805.0    (feet)  RESET     
 LC0457  ___________________________________________________________________
 LC0457  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0457
 LC0457  VERT ORDER  -  THIRD
 LC0457
 LC0457.The horizontal coordinates were scaled from a topographic map and have
 LC0457.an estimated accuracy of +/- 6 seconds.
 LC0457
 LC0457.The orthometric height was computed from unverified reset data.
 LC0457.No vertical observational check was made to the station.
 LC0457
 LC0457.The geoid height was determined by GEOID03.
 LC0457
 LC0457;                    North         East    Units  Estimated Accuracy
 LC0457;SPC IL E     -   414,680.      245,030.      MT  (+/- 180 meters Scaled)
 LC0457
 LC0457                          SUPERSEDED SURVEY CONTROL
 LC0457
 LC0457  NGVD 29 (??/??/??)  245.41   (m)          805.1    (f) RESET       3  
 LC0457
 LC0457.Superseded values are not recommended for survey control.
 LC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0457.See file dsdata.txt to determine how the superseded data were derived.
 LC0457
 LC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK319741(NAD 83)
 LC0457_MARKER: DB = BENCH MARK DISK
 LC0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0457_STAMPING: BURNS 1959 NO 3 1971
 LC0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0457+STABILITY: SURFACE MOTION
 LC0457
 LC0457  HISTORY     - Date     Condition        Report By
 LC0457  HISTORY     - 1971     MONUMENTED       NGS
 LC0457
 LC0457                          STATION DESCRIPTION
 LC0457
 LC0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LC0457'5 MI S FROM BLOOMINGTON.
 LC0457'2.6 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION WITH
 LC0457'INTERSTATE HIGHWAY 74 AT THE SOUTH EDGE OF BLOOMINGTON, THENCE
 LC0457'EAST ALONG PAVED ROAD 0.3 MILE TO MARK ON LEFT, 1 FOOT WEST OF
 LC0457'A METAL WITNESS POST, 7 FEET EAST OF A TELEPHONE POLE, 27 FEET
 LC0457'NORTH OF THE CENTERLINE OF ROAD, SET IN THE TOP OF A ROUND
 LC0457'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0458 ***********************************************************************
 LC0458  DESIGNATION -  BURNS RM 4
 LC0458  PID         -  LC0458
 LC0458  STATE/COUNTY-  IL/MCLEAN
 LC0458  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0458
 LC0458                         *CURRENT SURVEY CONTROL
 LC0458  ___________________________________________________________________
 LC0458* NAD 83(1986)-  40 24 02.     (N)    088 58 51.     (W)     SCALED    
 LC0458* NAVD 88     -       245.15   (meters)     804.3    (feet)  RESET     
 LC0458  ___________________________________________________________________
 LC0458  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0458
 LC0458  VERT ORDER  -  THIRD
 LC0458
 LC0458.The horizontal coordinates were scaled from a topographic map and have
 LC0458.an estimated accuracy of +/- 6 seconds.
 LC0458
 LC0458.The orthometric height was computed from unverified reset data.
 LC0458.No vertical observational check was made to the station.
 LC0458
 LC0458.The geoid height was determined by GEOID03.
 LC0458
 LC0458;                    North         East    Units  Estimated Accuracy
 LC0458;SPC IL E     -   414,680.      245,030.      MT  (+/- 180 meters Scaled)
 LC0458
 LC0458                          SUPERSEDED SURVEY CONTROL
 LC0458
 LC0458  NGVD 29 (??/??/??)  245.20   (m)          804.5    (f) RESET       3  
 LC0458
 LC0458.Superseded values are not recommended for survey control.
 LC0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0458.See file dsdata.txt to determine how the superseded data were derived.
 LC0458
 LC0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK319741(NAD 83)
 LC0458_MARKER: DR = REFERENCE MARK DISK
 LC0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0458_STAMPING: BURNS 1959 NO 4 1971
 LC0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0458+STABILITY: SURFACE MOTION
 LC0458
 LC0458  HISTORY     - Date     Condition        Report By
 LC0458  HISTORY     - 1971     MONUMENTED       NGS
 LC0458
 LC0458                          STATION DESCRIPTION
 LC0458
 LC0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LC0458'5 MI S FROM BLOOMINGTON.
 LC0458'2.6 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION WITH
 LC0458'INTERSTATE HIGHWAY 74 AT THE SOUTH EDGE OF BLOOMINGTON, THENCE
 LC0458'0.3 MILE EAST ALONG PAVED ROAD TO MARK ON LEFT, 1 FOOT SOUTHEAST
 LC0458'OF A METAL WITNESS POST, 31 FEET NORTH OF CENTERLINE OF ROAD,
 LC0458'60 FEET WEST OF A TELEPHONE POLE, SET IN THE TOP OF A SQUARE
 LC0458'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1612 ***********************************************************************
 HB1612  DESIGNATION -  BURNSIDE
 HB1612  PID         -  HB1612
 HB1612  STATE/COUNTY-  IL/JOHNSON
 HB1612  USGS QUAD   -  CREAL SPRINGS (1996)
 HB1612
 HB1612                         *CURRENT SURVEY CONTROL
 HB1612  ___________________________________________________________________
 HB1612* NAD 83(1997)-  37 33 58.60375(N)    088 46 37.91200(W)     ADJUSTED  
 HB1612* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 HB1612  ___________________________________________________________________
 HB1612  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HB1612  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 HB1612
 HB1612  HORZ ORDER  -  FIRST
 HB1612
 HB1612.The horizontal coordinates were established by classical geodetic methods
 HB1612.and adjusted by the National Geodetic Survey in October 1999..
 HB1612
 HB1612.The orthometric height was scaled from a topographic map.
 HB1612
 HB1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1612
 HB1612.The geoid height was determined by GEOID03.
 HB1612
 HB1612;                    North         East     Units Scale Factor Converg.
 HB1612;SPC IL E     -    99,928.916   260,786.686   MT  0.99999393   -0 16 14.2
 HB1612;SPC IL E     -   327,850.12    855,597.65   sFT  0.99999393   -0 16 14.2
 HB1612;UTM  16      - 4,159,178.881   343,045.787   MT  0.99990344   -1 05 01.5
 HB1612
 HB1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1612!SPC IL E     -   0.99997114  x   0.99999393  =   0.99996507
 HB1612!UTM  16      -   0.99997114  x   0.99990344  =   0.99987458
 HB1612
 HB1612:                Primary Azimuth Mark                     Grid Az
 HB1612:SPC IL E     -  MC CORMICK LOOKOUT TOWER                 092 11 09.5
 HB1612:UTM  16      -  MC CORMICK LOOKOUT TOWER                 092 59 56.8
 HB1612
 HB1612|---------------------------------------------------------------------|
 HB1612| PID    Reference Object                     Distance      Geod. Az  |
 HB1612|                                                           dddmmss.s |
 HB1612| HB1605 MC CORMICK LOOKOUT TOWER            APPROX.11.1 KM 0915455.3 |
 HB1612| HB1615 OZARK RADIO STA KSC 35 MAST         APPROX. 4.2 KM 1860112.4 |
 HB1612| CI3158 BURNSIDE RM 1                        22.904 METERS 20825     |
 HB1612| CI3157 BURNSIDE AZ MK                                     2221817.1 |
 HB1612| HB1614 CREAL SPRINGS TV STA WSIL MAST      APPROX. 9.9 KM 3013206.0 |
 HB1612| CI3159 BURNSIDE RM 2                        23.429 METERS 33544     |
 HB1612|---------------------------------------------------------------------|
 HB1612
 HB1612                          SUPERSEDED SURVEY CONTROL
 HB1612
 HB1612  NAD 83(1997)-  37 33 58.60977(N)    088 46 37.91186(W) AD(       ) 1
 HB1612  NAD 83(1986)-  37 33 58.61393(N)    088 46 37.91496(W) AD(       ) 1
 HB1612  NAD 27      -  37 33 58.43245(N)    088 46 37.69649(W) AD(       ) 1
 HB1612
 HB1612.Superseded values are not recommended for survey control.
 HB1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1612.See file dsdata.txt to determine how the superseded data were derived.
 HB1612
 HB1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4304659179(NAD 83)
 HB1612_MARKER: DS = TRIANGULATION STATION DISK
 HB1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1612
 HB1612  HISTORY     - Date     Condition        Report By
 HB1612  HISTORY     - 1957     MONUMENTED       CGS
 HB1612  HISTORY     - 1960     GOOD             CGS
 HB1612
 HB1612                          STATION DESCRIPTION
 HB1612
 HB1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1612'THE STATION IS ABOUT 1 MILE SOUTH OF NEW BURNSIDE AT THE NORTHWEST
 HB1612'EDGE OF A FARM YARD OWNED BY MR. TOM HALLOCK, VIENNA, ILL.  IT IS 70
 HB1612'FEET WEST OF THE NORTHWEST CORNER OF AN OLD FRAME HOUSE, 25 FEET
 HB1612'SOUTHWEST OF A 24 INCH WALNUT TREE, 33 FEET EAST OF A WHITE WITNESS
 HB1612'POST THAT WAS SET ON THE EAST SIDE OF A BARBED WIRE FENCE AND 26 FEET
 HB1612'EAST OF A FARM LANE LEADING TO AN APPLE ORCHARD.  THE MONUMENT IS
 HB1612'FLUSH AND THE DISK IS STAMPED BURNSIDE 1957.
 HB1612'
 HB1612'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 HB1612'HIGHWAY 166 AT THE EAST SIDE OF NEW BURNSIDE, GO SOUTH ON HIGHWAY
 HB1612'45 FOR 1.1 MILES TO A FARM LANE ON THE RIGHT.  TURN RIGHT AND GO WEST
 HB1612'ON THE NARROW GRAVELED FARM LANE FOR 0.4 MILE TO A HOUSE ON THE
 HB1612'LEFT.  BEAR RIGHT AND GO NORTH AND NORTHWEST ON FARM LANE FOR 0.1
 HB1612'MILE TO A DRIVEWAY ON THE RIGHT AND THE FARM LANE LEFT.* TURN
 HB1612'RIGHT AND GO NORTH ON THE DRIVEWAY FOR 191 FEET TO THE STATION ON THE
 HB1612'RIGHT.
 HB1612'
 HB1612'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST AND SOUTHWEST ON
 HB1612'FARM LANE FOR 0.15 MILE TO A SMALL POND ON THE RIGHT AND THE
 HB1612'AZIMUTH MARK ON THE LEFT.
 HB1612'
 HB1612'REFERENCE MARK 1 IS SET IN THE BARBED WIRE FENCE, 121 FT WEST OF THE
 HB1612'SOUTHEAST CORNER OF THE FRAME HOUSE AND 24 FEET NORTHEAST OF A 16
 HB1612'INCH WALNUT TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BURNSIDE
 HB1612'NO 1 1957.
 HB1612'
 HB1612'REFERENCE MARK 2 IS 22 FEET WEST OF THE CENTERLINE OF THE FARM LANE
 HB1612'LEADING TO AN APPLE ORCHARD, 64 FEET NORTH OF THE WHITE WITNESS
 HB1612'POST AND 1 FOOT EAST OF THE BARBED WIRE FENCE.  THE MONUMENT PROJECTS
 HB1612'2 INCHES AND THE DISK IS STAMPED BURNSIDE NO 2 1957.
 HB1612'
 HB1612'THE AZIMUTH MARK IS AT THE NORTHEAST EDGE OF A SMALL LOCUST THICKET,
 HB1612'36 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE SMALL POND, 21
 HB1612'FEET SOUTHEAST OF THE CENTERLINE OF THE FARM LANE AND 2 FEET
 HB1612'NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 HB1612'THE DISK IS STAMPED BURNSIDE 1957.
 HB1612'
 HB1612'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1612
 HB1612                          STATION RECOVERY (1960)
 HB1612
 HB1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1612'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HB1612'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 HB1612'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK CHECKED.  THE
 HB1612'DESCRIPTION AND TO REACH ARE ADEQUATE.
 HB1612'
 HB1612'THE STATION IS ABOUT 1 MILE SOUTH OF NEW BURNSIDE AT THE NORTHWEST
 HB1612'EDGE OF A FARM YARD OWNED BY MR. TOM HALLOCK, VIENNA, ILLINOIS.  IT
 HB1612'IS 71.6 FEET WEST OF THE NORTHWEST CORNER OF AN OLD FRAME HOUSE, 27
 HB1612'FEET EAST OF THE CENTERLINE OF A FARM LANE, 34 FEET EAST OF A WHITE
 HB1612'WITNESS POST, 26 FEET WEST OF A 24 INCH WALNUT TREE AND 2 FEET
 HB1612'SOUTHWEST OF A WITNESS POST THE MONUMENT IS FLUSH AND THE DISK IS
 HB1612'STAMPED BURNSIDE 1957.
 HB1612'
 HB1612'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 HB1612'HIGHWAY 166 AT THE EAST SIDE OF NEW BURNSIDE, GO SOUTH ON HIGHWAY
 HB1612'45 FOR 1.1 MILES TO A FARM LANE ON THE RIGHT.  TURN RIGHT AND GO WEST
 HB1612'ON THE NARROW GRAVELED FARM LANE FOR 0.4 MILE TO A HOUSE ON THE
 HB1612'LEFT.  BEAR RIGHT AND GO NORTH AND NORTHWEST ON A FARM LANE FOR 0.1
 HB1612'MILE TO A DRIVEWAY ON THE RIGHT AND THE FARM LANE LEFT.* TURN
 HB1612'RIGHT AND GO NORTH ON THE DRIVEWAY FOR 191 FEET TO THE STATION ON THE
 HB1612'RIGHT.
 HB1612'
 HB1612'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST AND SOUTHWEST ON
 HB1612'A FARM LANE FOR 0.15 MILE TO A SMALL POND ON THE RIGHT AND THE
 HB1612'AZIMUTH MARK ON THE LEFT.
 HB1612'
 HB1612'REFERENCE MARK 1 IS 115 FEET WEST OF THE NORTHWEST CORNER OF THE OLD
 HB1612'FRAME HOUSE, 71 FEET SOUTH OF THE WHITE WITNESS POST AND 24 FEET
 HB1612'NORTHEAST OF A 16 INCH WALNUT TREE.  THE MONUMENT IS 2 INCHES BELOW
 HB1612'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BURNSIDE NO 1
 HB1612'1957.
 HB1612'
 HB1612'REFERENCE MARK 2 IS 66 FEET NORTH OF THE WHITE WITNESS POST, 22 FEET
 HB1612'WEST OF THE CENTERLINE OF A FARM LANE AND 1 FOOT EAST OF A WIRE
 HB1612'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BURNSIDE NO 2
 HB1612'1957.
 HB1612'
 HB1612'THE AZIMUTH MARK IS AT THE NORTHEAST EDGE OF A SMALL LOCUST THICKET,
 HB1612'36 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE SMALL POND, 21
 HB1612'FEET SOUTHEAST OF THE CENTERLINE OF THE FARM LANE AND 2 FEET
 HB1612'NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH AND
 HB1612'THE DISK IS STAMPED BURNSIDE 1957.
 HB1612'
 HB1612'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1419 ***********************************************************************
 LC1419  DESIGNATION -  BURT
 LC1419  PID         -  LC1419
 LC1419  STATE/COUNTY-  IL/PEORIA
 LC1419  USGS QUAD   -  ELMWOOD (1982)
 LC1419
 LC1419                         *CURRENT SURVEY CONTROL
 LC1419  ___________________________________________________________________
 LC1419* NAD 83(1997)-  40 51 17.59850(N)    089 57 56.16636(W)     ADJUSTED  
 LC1419* NAVD 88     -       215.513  (meters)     707.06   (feet)  ADJUSTED  
 LC1419  ___________________________________________________________________
 LC1419  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LC1419  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1419  DYNAMIC HT  -         215.415 (meters)     706.74  (feet)  COMP
 LC1419  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 LC1419
 LC1419  HORZ ORDER  -  SECOND
 LC1419  VERT ORDER  -  SECOND    CLASS 0
 LC1419
 LC1419.The horizontal coordinates were established by classical geodetic methods
 LC1419.and adjusted by the National Geodetic Survey in October 1999..
 LC1419
 LC1419.The orthometric height was determined by differential leveling
 LC1419.and adjusted by the National Geodetic Survey in June 1991..
 LC1419
 LC1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1419
 LC1419.The geoid height was determined by GEOID03.
 LC1419
 LC1419.The dynamic height is computed by dividing the NAVD 88
 LC1419.geopotential number by the normal gravity value computed on the
 LC1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1419.degrees latitude (g = 980.6199 gals.).
 LC1419
 LC1419.The modeled gravity was interpolated from observed gravity values.
 LC1419
 LC1419;                    North         East     Units Scale Factor Converg.
 LC1419;SPC IL W     -   464,930.934   716,952.687   MT  0.99994471   +0 07 53.5
 LC1419;SPC IL W     - 1,525,360.91  2,352,202.27   sFT  0.99994471   +0 07 53.5
 LC1419;UTM  16      - 4,526,882.395   250,025.846   MT  1.00036917   -1 56 27.4
 LC1419;UTM  15      - 4,527,081.224   755,773.872   MT  1.00040528   +1 59 09.6
 LC1419
 LC1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1419!SPC IL W     -   0.99997138  x   0.99994471  =   0.99991609
 LC1419!UTM  16      -   0.99997138  x   1.00036917  =   1.00034054
 LC1419!UTM  15      -   0.99997138  x   1.00040528  =   1.00037665
 LC1419
 LC1419|---------------------------------------------------------------------|
 LC1419| PID    Reference Object                     Distance      Geod. Az  |
 LC1419|                                                           dddmmss.s |
 LC1419| LC1418 BURT RM 1                            14.279 METERS 00116     |
 LC1419| LC1420 BURT RM 2                            22.717 METERS 27014     |
 LC1419| CI6793 BURT AZ MK                                         3583125.8 |
 LC1419|---------------------------------------------------------------------|
 LC1419
 LC1419                          SUPERSEDED SURVEY CONTROL
 LC1419
 LC1419  NAD 83(1997)-  40 51 17.60039(N)    089 57 56.16940(W) AD(       ) 2
 LC1419  NAD 83(1986)-  40 51 17.60526(N)    089 57 56.17105(W) AD(       ) 2
 LC1419  NAD 27      -  40 51 17.47180(N)    089 57 55.76470(W) AD(       ) 2
 LC1419  NGVD 29 (??/??/92)  215.590  (m)          707.31   (f) ADJ UNCH    2 0
 LC1419
 LC1419.Superseded values are not recommended for survey control.
 LC1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1419.See file dsdata.txt to determine how the superseded data were derived.
 LC1419
 LC1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5002626882(NAD 83)
 LC1419_MARKER: DS = TRIANGULATION STATION DISK
 LC1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1419_STAMPING: BURT 1959
 LC1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1419+STABILITY: SURFACE MOTION
 LC1419
 LC1419  HISTORY     - Date     Condition        Report By
 LC1419  HISTORY     - 1959     MONUMENTED       CGS
 LC1419  HISTORY     - 1959     GOOD             CGS
 LC1419  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1419
 LC1419                          STATION DESCRIPTION
 LC1419
 LC1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1419'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF
 LC1419'BRIMFIELD, 5 MILES NORTH OF ELMWOOD AND 5 MILES SOUTHEAST
 LC1419'OF WILLIAMSFIELD.
 LC1419'
 LC1419'TO REACH THE STATION FROM THE POST OFFICE IN BRIMFIELD, GO
 LC1419'SOUTH FOR 0.05 MILE TO U.S. HIGHWAY NO. 150.  TURN RIGHT
 LC1419'AND GO NORTHWEST ON U.S. HIGHWAY NO. 150 FOR 2.8 MILES TO
 LC1419'JUNCTION OF STATE HIGHWAY NO. 78, TURN LEFT AND GO WEST ON
 LC1419'STATE HIGHWAY NO. 78 FOR 2.3 MILES TO STATION ON LEFT AS
 LC1419'DESCRIBED.
 LC1419'
 LC1419'STATION MARK, IS A STANDARD DISK STAMPED BURT 1959, IS SET
 LC1419'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 LC1419'INCHES.  THE MARK IS 38 FEET EAST OF CENTER OF STATE HIGHWAY
 LC1419'NO. 78, 2 FEET WEST OF FENCE AND 21.6 FEET NORTH OF POWER
 LC1419'POLE.
 LC1419'
 LC1419'REFERENCE MARK NUMBER 1, IS A STANDARD DISK STAMPED BURT NO.
 LC1419'1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC1419'ABOUT 6 INCHES.  THE MARK IS 38 FEET EAST OF CENTER OF STATE
 LC1419'HIGHWAY NO. 78 AND 1 FOOT WEST OF FENCE.
 LC1419'
 LC1419'REFERENCE MARK NUMBER 2, IS A STANDARD DISK STAMPED BURT
 LC1419'NO. 2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC1419'PROJECTS ABOUT 4 INCHES.  THE MARK IS 36.6 FEET WEST OF CENTER
 LC1419'OF STATE HIGHWAY NO. 78 AND 2.6 FEET EAST OF FENCE.
 LC1419'
 LC1419'AZIMUTH MARK, A STANDARD DISK STAMPED BURT 1959, IS SET IN
 LC1419'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 LC1419'THE MARK IS 30.6 FEET WEST OF CENTER OF ROAD, 11 FEET
 LC1419'SOUTH-SOUTHEAST OF TELEPHONE POLE AND 2.6 FEET EAST OF FENCE.
 LC1419'
 LC1419'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 LC1419'HIGHWAY NO. 78 TO WHERE HIGHWAY TURNS EAST, CONTINUE NORTH
 LC1419'ON SURFACE ROAD FOR 0.35 MILE TO AZIMUTH MARK ON LEFT AS
 LC1419'DESCRIBED.
 LC1419
 LC1419                          STATION RECOVERY (1959)
 LC1419
 LC1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC1419'4.8 MI NW FROM BRIMFIELD.
 LC1419'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1419'STATION AT BRIMFIELD, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY
 LC1419'78, ABOUT 0.2 MILES SOUTH OF A ROAD CROSSING, AT A GATE ON THE
 LC1419'EAST SIDE OF THE HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF THE
 LC1419'HIGHWAY, 2 FEET WEST OF A FENCE, 5 FEET NORTH-NORTHWEST OF THE
 LC1419'NORTH END OF A BOARD GATE, 1.6 FEET WEST OF A METAL WITNESS POST,
 LC1419'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 LC1419'CONCRETE POST PROJECTING 3 INCHES.
 LC1419
 LC1419                          STATION RECOVERY (1998)
 LC1419
 LC1419'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1418 ***********************************************************************
 LC1418  DESIGNATION -  BURT RM 1
 LC1418  PID         -  LC1418
 LC1418  STATE/COUNTY-  IL/PEORIA
 LC1418  USGS QUAD   -  ELMWOOD (1982)
 LC1418
 LC1418                         *CURRENT SURVEY CONTROL
 LC1418  ___________________________________________________________________
 LC1418* NAD 83(1986)-  40 51 18.     (N)    089 57 59.     (W)     SCALED    
 LC1418* NAVD 88     -       215.540  (meters)     707.15   (feet)  ADJUSTED  
 LC1418  ___________________________________________________________________
 LC1418  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1418  DYNAMIC HT  -         215.442 (meters)     706.83  (feet)  COMP
 LC1418  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 LC1418
 LC1418  VERT ORDER  -  SECOND    CLASS 0
 LC1418
 LC1418.The horizontal coordinates were scaled from a topographic map and have
 LC1418.an estimated accuracy of +/- 6 seconds.
 LC1418
 LC1418.The orthometric height was determined by differential leveling
 LC1418.and adjusted by the National Geodetic Survey in June 1991..
 LC1418
 LC1418.The geoid height was determined by GEOID03.
 LC1418
 LC1418.The dynamic height is computed by dividing the NAVD 88
 LC1418.geopotential number by the normal gravity value computed on the
 LC1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1418.degrees latitude (g = 980.6199 gals.).
 LC1418
 LC1418.The modeled gravity was interpolated from observed gravity values.
 LC1418
 LC1418;                    North         East    Units  Estimated Accuracy
 LC1418;SPC IL W     -   464,940.      716,890.      MT  (+/- 180 meters Scaled)
 LC1418
 LC1418                          SUPERSEDED SURVEY CONTROL
 LC1418
 LC1418  NGVD 29 (??/??/92)  215.617  (m)          707.40   (f) ADJ UNCH    2 0
 LC1418
 LC1418.Superseded values are not recommended for survey control.
 LC1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1418.See file dsdata.txt to determine how the superseded data were derived.
 LC1418
 LC1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL499268(NAD 83)
 LC1418_MARKER: DR = REFERENCE MARK DISK
 LC1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1418_STAMPING: BURT NO 1 1959
 LC1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1418+STABILITY: SURFACE MOTION
 LC1418
 LC1418  HISTORY     - Date     Condition        Report By
 LC1418  HISTORY     - 1959     MONUMENTED       CGS
 LC1418  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1418
 LC1418                          STATION DESCRIPTION
 LC1418
 LC1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1418'4.8 MI NW FROM BRIMFIELD.
 LC1418'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1418'STATION AT BRIMFIELD, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY
 LC1418'78, ABOUT 0.2 MILES SOUTH OF A ROAD CROSSING, AT A GATE ON THE
 LC1418'EAST SIDE OF THE HIGHWAY, 39 FEET EAST OF THE CENTER LINE OF THE
 LC1418'HIGHWAY, 1 FOOT WEST OF A FENCE, 51 FEET NORTH OF THE NORTH END
 LC1418'OF A BOARD GATE, 46.8 FEET NORTH OF TRIANGULATION STATION BURT,
 LC1418'46.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 LC1418'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC1418'2 INCHES.
 LC1418
 LC1418                          STATION RECOVERY (1998)
 LC1418
 LC1418'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1420 ***********************************************************************
 LC1420  DESIGNATION -  BURT RM 2
 LC1420  PID         -  LC1420
 LC1420  STATE/COUNTY-  IL/PEORIA
 LC1420  USGS QUAD   -  ELMWOOD (1982)
 LC1420
 LC1420                         *CURRENT SURVEY CONTROL
 LC1420  ___________________________________________________________________
 LC1420* NAD 83(1986)-  40 51 18.     (N)    089 57 59.     (W)     SCALED    
 LC1420* NAVD 88     -       215.263  (meters)     706.24   (feet)  ADJUSTED  
 LC1420  ___________________________________________________________________
 LC1420  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1420  DYNAMIC HT  -         215.165 (meters)     705.92  (feet)  COMP
 LC1420  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 LC1420
 LC1420  VERT ORDER  -  SECOND    CLASS 0
 LC1420
 LC1420.The horizontal coordinates were scaled from a topographic map and have
 LC1420.an estimated accuracy of +/- 6 seconds.
 LC1420
 LC1420.The orthometric height was determined by differential leveling
 LC1420.and adjusted by the National Geodetic Survey in June 1991..
 LC1420
 LC1420.The geoid height was determined by GEOID03.
 LC1420
 LC1420.The dynamic height is computed by dividing the NAVD 88
 LC1420.geopotential number by the normal gravity value computed on the
 LC1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1420.degrees latitude (g = 980.6199 gals.).
 LC1420
 LC1420.The modeled gravity was interpolated from observed gravity values.
 LC1420
 LC1420;                    North         East    Units  Estimated Accuracy
 LC1420;SPC IL W     -   464,940.      716,890.      MT  (+/- 180 meters Scaled)
 LC1420
 LC1420                          SUPERSEDED SURVEY CONTROL
 LC1420
 LC1420  NGVD 29 (??/??/92)  215.340  (m)          706.49   (f) ADJ UNCH    2 0
 LC1420
 LC1420.Superseded values are not recommended for survey control.
 LC1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1420.See file dsdata.txt to determine how the superseded data were derived.
 LC1420
 LC1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL499268(NAD 83)
 LC1420_MARKER: DR = REFERENCE MARK DISK
 LC1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1420_STAMPING: BURT NO 2 1959
 LC1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1420+STABILITY: SURFACE MOTION
 LC1420
 LC1420  HISTORY     - Date     Condition        Report By
 LC1420  HISTORY     - 1959     MONUMENTED       CGS
 LC1420  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1420
 LC1420                          STATION DESCRIPTION
 LC1420
 LC1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1420'4.8 MI NW FROM BRIMFIELD.
 LC1420'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1420'STATION AT BROMFIELD, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 78,
 LC1420'ABOUT 0.2 MILES SOUTH OF A ROAD CROSSING, AT A GATE ON THE
 LC1420'EAST SIDE OF THE HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF THE
 LC1420'HIGHWAY, 2 1/2 FEET EAST OF A FENCE, 77 FEET WEST AND ACROSS THE
 LC1420'HIGHWAY FROM THE NORTH END OF A BOARD GATE, 133 FEET NORTH OF THE
 LC1420'NORTH EDGE OF A BOARD GATE, 74.5 FEET WEST OF TRIANGULATION
 LC1420'STATION BURT, 76.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 LC1420'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 LC1420'PROJECTING 3 INCHES.
 LC1420
 LC1420                          STATION RECOVERY (1998)
 LC1420
 LC1420'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0874 ***********************************************************************
 NH0874  DESIGNATION -  BURTON
 NH0874  PID         -  NH0874
 NH0874  STATE/COUNTY-  IL/WINNEBAGO
 NH0874  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0874
 NH0874                         *CURRENT SURVEY CONTROL
 NH0874  ___________________________________________________________________
 NH0874* NAD 83(1997)-  42 17 33.58775(N)    089 04 42.31416(W)     ADJUSTED  
 NH0874* NAVD 88     -       227.525  (meters)     746.47   (feet)  POSTED    
 NH0874  ___________________________________________________________________
 NH0874  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 NH0874  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NH0874  DYNAMIC HT  -         227.450 (meters)     746.23  (feet)  COMP
 NH0874  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 NH0874
 NH0874  HORZ ORDER  -  SECOND
 NH0874  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NH0874
 NH0874.The horizontal coordinates were established by classical geodetic methods
 NH0874.and adjusted by the National Geodetic Survey in October 1999..
 NH0874
 NH0874.The orthometric height was determined by differential leveling
 NH0874.and adjusted by the National Geodetic Survey in 1992..
 NH0874.No vertical observational check was made to the station.
 NH0874.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NH0874.was located on a no-check spur therefore a value was not computed.
 NH0874
 NH0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0874
 NH0874.The geoid height was determined by GEOID03.
 NH0874
 NH0874.The dynamic height is computed by dividing the NAVD 88
 NH0874.geopotential number by the normal gravity value computed on the
 NH0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0874.degrees latitude (g = 980.6199 gals.).
 NH0874
 NH0874.The modeled gravity was interpolated from observed gravity values.
 NH0874
 NH0874;                    North         East     Units Scale Factor Converg.
 NH0874;SPC IL W     -   625,162.112   789,742.939   MT  1.00004024   +0 43 56.5
 NH0874;SPC IL W     - 2,051,052.70  2,591,014.96   sFT  1.00004024   +0 43 56.5
 NH0874;UTM  16      - 4,684,362.866   328,657.514   MT  0.99996124   -1 23 56.2
 NH0874
 NH0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0874!SPC IL W     -   0.99996955  x   1.00004024  =   1.00000979
 NH0874!UTM  16      -   0.99996955  x   0.99996124  =   0.99993079
 NH0874
 NH0874|---------------------------------------------------------------------|
 NH0874| PID    Reference Object                     Distance      Geod. Az  |
 NH0874|                                                           dddmmss.s |
 NH0874| NH0873 FORREST                             368.378 METERS 01814     |
 NH0874| CI9137 BURTON RM                             4.560 METERS 11309     |
 NH0874|---------------------------------------------------------------------|
 NH0874
 NH0874                          SUPERSEDED SURVEY CONTROL
 NH0874
 NH0874  NAD 83(1997)-  42 17 33.58817(N)    089 04 42.31509(W) AD(       ) 2
 NH0874  NAD 83(1997)-  42 17 33.58760(N)    089 04 42.31458(W) AD(       ) 2
 NH0874  NAD 83(1986)-  42 17 33.58795(N)    089 04 42.31417(W) AD(       ) 2
 NH0874  NAD 27      -  42 17 33.52750(N)    089 04 41.92930(W) AD(       ) 2
 NH0874
 NH0874.Superseded values are not recommended for survey control.
 NH0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0874.See file dsdata.txt to determine how the superseded data were derived.
 NH0874
 NH0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2865884363(NAD 83)
 NH0874_MARKER: DS = TRIANGULATION STATION DISK
 NH0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0874_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0874+STABILITY: SURFACE MOTION
 NH0874
 NH0874  HISTORY     - Date     Condition        Report By
 NH0874  HISTORY     - 1920     MONUMENTED       CGS
 NH0874  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0874  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0874
 NH0874                          STATION DESCRIPTION
 NH0874
 NH0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0874'STATION IS ABOUT 1-1/4 MILES N OF THE CENTER OF ROCKFORD,
 NH0874'ON THE E SIDE OF NORTH MAIN STREET, 20 YARDS NE OF THE
 NH0874'INTERSECTION OF NORTH MAIN STREET AND BURTON AVENUE, E OF
 NH0874'NORTH ROCKFORD W.C.T.U. HALL, NW OF THE CEMETERY TOOL HOUSE,
 NH0874'AND 1.20 METERS (3.94 FEET) E OF THE E AND NEAREST RAIL OF
 NH0874'THE STREET-CAR TRACK.  THE SURFACE, UNDERGROUND, AND REFERENCE
 NH0874'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0874'THE REFERENCE MARK IS ON THE SAME
 NH0874'SIDE OF THE STREET, NEAR THE FENCE LINE, 4.56 METERS (14.96
 NH0874'FEET) FROM THE STATION, S 66 DEG 51 MIN E.
 NH0874
 NH0874                          STATION RECOVERY (1954)
 NH0874
 NH0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0874'THIS STATION NOT RECOVERED AND WAS PROBABLY DESTROYED BY
 NH0874'THE WIDENING AND RESURFACING OF NORTH MAIN STREET.
 NH0874
 NH0874                          STATION RECOVERY (1997)
 NH0874
 NH0874'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0310 ***********************************************************************
 KB0310  DESIGNATION -  BUSH RM 1
 KB0310  PID         -  KB0310
 KB0310  STATE/COUNTY-  IL/CUMBERLAND
 KB0310  USGS QUAD   -  NEOGA (1984)
 KB0310
 KB0310                         *CURRENT SURVEY CONTROL
 KB0310  ___________________________________________________________________
 KB0310* NAD 83(1986)-  39 20 54.     (N)    088 26 20.     (W)     SCALED    
 KB0310* NAVD 88     -       200.967  (meters)     659.34   (feet)  ADJUSTED  
 KB0310  ___________________________________________________________________
 KB0310  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0310  DYNAMIC HT  -         200.849 (meters)     658.95  (feet)  COMP
 KB0310  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 KB0310
 KB0310  VERT ORDER  -  SECOND    CLASS 0
 KB0310
 KB0310.The horizontal coordinates were scaled from a topographic map and have
 KB0310.an estimated accuracy of +/- 6 seconds.
 KB0310
 KB0310.The orthometric height was determined by differential leveling
 KB0310.and adjusted by the National Geodetic Survey in June 1991..
 KB0310
 KB0310.The geoid height was determined by GEOID03.
 KB0310
 KB0310.The dynamic height is computed by dividing the NAVD 88
 KB0310.geopotential number by the normal gravity value computed on the
 KB0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0310.degrees latitude (g = 980.6199 gals.).
 KB0310
 KB0310.The modeled gravity was interpolated from observed gravity values.
 KB0310
 KB0310;                    North         East    Units  Estimated Accuracy
 KB0310;SPC IL E     -   297,650.      290,900.      MT  (+/- 180 meters Scaled)
 KB0310
 KB0310                          SUPERSEDED SURVEY CONTROL
 KB0310
 KB0310  NGVD 29 (??/??/92)  201.038  (m)          659.57   (f) ADJ UNCH    2 0
 KB0310
 KB0310.Superseded values are not recommended for survey control.
 KB0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0310.See file dsdata.txt to determine how the superseded data were derived.
 KB0310
 KB0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ760564(NAD 83)
 KB0310_MARKER: DR = REFERENCE MARK DISK
 KB0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0310_STAMPING: BUSH NO 1 1959
 KB0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0310+STABILITY: SURFACE MOTION
 KB0310
 KB0310  HISTORY     - Date     Condition        Report By
 KB0310  HISTORY     - 1959     MONUMENTED       CGS
 KB0310  HISTORY     - 1972     GOOD             NGS
 KB0310  HISTORY     - 1980     MARK NOT FOUND   NGS
 KB0310  HISTORY     - 20050216 MARK NOT FOUND   ILDT
 KB0310
 KB0310                          STATION DESCRIPTION
 KB0310
 KB0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0310'2.2 MI NE FROM NEOGA.
 KB0310'ABOUT 0.55 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 KB0310'ILLINOIS CENTRAL RAILROAD STATION AT NEOGA, THENCE 0.2 MILE
 KB0310'NORTHEAST ALONG A CONCRETE PAVED ROAD, THENCE 1.45 MILES
 KB0310'NORTHEAST ALONG AN OILED ROAD, AT THE JUNCTION OF A DRIVEWAY
 KB0310'EAST TO A FARM HOUSE, 21 1/2 FEET SOUTHEAST OF THE CENTER LINE
 KB0310'OF THE ROAD, 150 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KB0310'DRIVEWAY, 65 FEET EAST AND ACROSS THE ROAD FROM A TELEPHONE
 KB0310'POLE, 27 FEET SOUTHWEST OF A TELEPHONE POLE, 56.9 FEET SOUTHEAST
 KB0310'AND ACROSS THE ROAD FROM TRIANGULATION STATION BUSH, 58.2 FEET
 KB0310'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 KB0310'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0310
 KB0310                          STATION RECOVERY (1972)
 KB0310
 KB0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KB0310'RECOVERED IN GOOD CONDITION.
 KB0310
 KB0310                          STATION RECOVERY (1980)
 KB0310
 KB0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KB0310'MARK NOT FOUND.
 KB0310
 KB0310                          STATION RECOVERY (2005)
 KB0310
 KB0310'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0309 ***********************************************************************
 KB0309  DESIGNATION -  BUSH RM 2
 KB0309  PID         -  KB0309
 KB0309  STATE/COUNTY-  IL/CUMBERLAND
 KB0309  USGS QUAD   -  NEOGA (1984)
 KB0309
 KB0309                         *CURRENT SURVEY CONTROL
 KB0309  ___________________________________________________________________
 KB0309* NAD 83(1986)-  39 20 54.     (N)    088 26 20.     (W)     SCALED    
 KB0309* NAVD 88     -       201.636  (meters)     661.53   (feet)  ADJUSTED  
 KB0309  ___________________________________________________________________
 KB0309  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0309  DYNAMIC HT  -         201.518 (meters)     661.15  (feet)  COMP
 KB0309  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 KB0309
 KB0309  VERT ORDER  -  SECOND    CLASS 0
 KB0309
 KB0309.The horizontal coordinates were scaled from a topographic map and have
 KB0309.an estimated accuracy of +/- 6 seconds.
 KB0309
 KB0309.The orthometric height was determined by differential leveling
 KB0309.and adjusted by the National Geodetic Survey in June 1991..
 KB0309
 KB0309.The geoid height was determined by GEOID03.
 KB0309
 KB0309.The dynamic height is computed by dividing the NAVD 88
 KB0309.geopotential number by the normal gravity value computed on the
 KB0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0309.degrees latitude (g = 980.6199 gals.).
 KB0309
 KB0309.The modeled gravity was interpolated from observed gravity values.
 KB0309
 KB0309;                    North         East    Units  Estimated Accuracy
 KB0309;SPC IL E     -   297,650.      290,900.      MT  (+/- 180 meters Scaled)
 KB0309
 KB0309                          SUPERSEDED SURVEY CONTROL
 KB0309
 KB0309  NGVD 29 (??/??/92)  201.708  (m)          661.77   (f) ADJ UNCH    2 0
 KB0309
 KB0309.Superseded values are not recommended for survey control.
 KB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0309.See file dsdata.txt to determine how the superseded data were derived.
 KB0309
 KB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ760564(NAD 83)
 KB0309_MARKER: DR = REFERENCE MARK DISK
 KB0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0309_STAMPING: BUSH NO 2 1959
 KB0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0309+STABILITY: SURFACE MOTION
 KB0309
 KB0309  HISTORY     - Date     Condition        Report By
 KB0309  HISTORY     - 1959     MONUMENTED       CGS
 KB0309  HISTORY     - 1972     GOOD             NGS
 KB0309  HISTORY     - 1980     MARK NOT FOUND   NGS
 KB0309  HISTORY     - 20050216 MARK NOT FOUND   ILDT
 KB0309
 KB0309                          STATION DESCRIPTION
 KB0309
 KB0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0309'2.2 MI NE FROM NEOGA.
 KB0309'ABOUT 0.55 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 KB0309'ILLINOIS CENTRAL RAILROAD STATION AT NEOGA, THENCE 0.2 MILES
 KB0309'NORTHEAST ALONG A CONCRETE PAVED ROAD, THENCE 1.45 MILES
 KB0309'NORTHEAST ALONG AN OILED ROAD, AT THE JUNCTION OF A DRIVEWAY EAST
 KB0309'TO A FARM HOUSE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 KB0309'ROAD, 204 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF THE
 KB0309'DRIVEWAY, 56.2 FEET SOUTHWEST OF TRIANGULATION STATION BUSH,
 KB0309'44 1/2 FEET SOUTH OF A TELEPHONE POLE, 55.0 FEET SOUTHWEST OF A
 KB0309'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 KB0309'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KB0309'GROUND.
 KB0309
 KB0309                          STATION RECOVERY (1972)
 KB0309
 KB0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KB0309'RECOVERED IN GOOD CONDITION.
 KB0309
 KB0309                          STATION RECOVERY (1980)
 KB0309
 KB0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KB0309'MARK NOT FOUND.
 KB0309
 KB0309                          STATION RECOVERY (2005)
 KB0309
 KB0309'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1143 ***********************************************************************
 KB1143  DESIGNATION -  BUSH RM 3
 KB1143  PID         -  KB1143
 KB1143  STATE/COUNTY-  IL/CUMBERLAND
 KB1143  USGS QUAD   -  NEOGA (1984)
 KB1143
 KB1143                         *CURRENT SURVEY CONTROL
 KB1143  ___________________________________________________________________
 KB1143* NAD 83(1986)-  39 20 54.     (N)    088 26 20.     (W)     SCALED    
 KB1143* NAVD 88     -       202.15   (meters)     663.2    (feet)  RESET     
 KB1143  ___________________________________________________________________
 KB1143  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1143
 KB1143  VERT ORDER  -  THIRD
 KB1143
 KB1143.The horizontal coordinates were scaled from a topographic map and have
 KB1143.an estimated accuracy of +/- 6 seconds.
 KB1143
 KB1143.The orthometric height was computed from unverified reset data.
 KB1143.No vertical observational check was made to the station.
 KB1143
 KB1143.The geoid height was determined by GEOID03.
 KB1143
 KB1143;                    North         East    Units  Estimated Accuracy
 KB1143;SPC IL E     -   297,650.      290,900.      MT  (+/- 180 meters Scaled)
 KB1143
 KB1143                          SUPERSEDED SURVEY CONTROL
 KB1143
 KB1143  NGVD 29 (03/28/06)  202.22   (m)          663.5    (f) RESET       3  
 KB1143
 KB1143.Superseded values are not recommended for survey control.
 KB1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1143.See file dsdata.txt to determine how the superseded data were derived.
 KB1143
 KB1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ760564(NAD 83)
 KB1143_MARKER: DR = REFERENCE MARK DISK
 KB1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1143_STAMPING: BUSH 1959 NO 3 1980
 KB1143_PROJECTION: FLUSH
 KB1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1143+STABILITY: SURFACE MOTION
 KB1143
 KB1143  HISTORY     - Date     Condition        Report By
 KB1143  HISTORY     - 1980     MONUMENTED       NGS
 KB1143  HISTORY     - 20050216 POOR             ILDT
 KB1143
 KB1143                          STATION DESCRIPTION
 KB1143
 KB1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 KB1143'2.2 MI NE FROM NEOGA.
 KB1143'9.55 MILE NORTHEAST ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH 6TH
 KB1143'STREET IN NEOGA, THENCE STRAIGHT AHEAD ON PAVED ROAD 1.6 MILES, 42.5
 KB1143'FEET WEST OF CENTERLINE OF ROAD, 60 FEET EAST OF EAST RAIL OF RAILROAD
 KB1143'TRACKS, 1.4 FEET NORTH OF TELEPHONE POLE.
 KB1143'THE MARK IS 1 FT  S FROM A WITNESS POST.
 KB1143'THE MARK IS 5 FT ABOVE PAVED ROAD.
 KB1143
 KB1143                          STATION RECOVERY (2005)
 KB1143
 KB1143'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB1143'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1142 ***********************************************************************
 KB1142  DESIGNATION -  BUSH RM 4
 KB1142  PID         -  KB1142
 KB1142  STATE/COUNTY-  IL/CUMBERLAND
 KB1142  USGS QUAD   -  NEOGA (1984)
 KB1142
 KB1142                         *CURRENT SURVEY CONTROL
 KB1142  ___________________________________________________________________
 KB1142* NAD 83(1986)-  39 20 54.     (N)    088 26 20.     (W)     SCALED    
 KB1142* NAVD 88     -       201.76   (meters)     661.9    (feet)  RESET     
 KB1142  ___________________________________________________________________
 KB1142  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1142
 KB1142  VERT ORDER  -  THIRD
 KB1142
 KB1142.The horizontal coordinates were scaled from a topographic map and have
 KB1142.an estimated accuracy of +/- 6 seconds.
 KB1142
 KB1142.The orthometric height was computed from unverified reset data.
 KB1142.No vertical observational check was made to the station.
 KB1142
 KB1142.The geoid height was determined by GEOID03.
 KB1142
 KB1142;                    North         East    Units  Estimated Accuracy
 KB1142;SPC IL E     -   297,650.      290,900.      MT  (+/- 180 meters Scaled)
 KB1142
 KB1142                          SUPERSEDED SURVEY CONTROL
 KB1142
 KB1142  NGVD 29 (03/28/06)  201.83   (m)          662.2    (f) RESET       3  
 KB1142
 KB1142.Superseded values are not recommended for survey control.
 KB1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1142.See file dsdata.txt to determine how the superseded data were derived.
 KB1142
 KB1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ760564(NAD 83)
 KB1142_MARKER: Z = SEE DESCRIPTION
 KB1142_SETTING: 0 = UNSPECIFIED SETTING
 KB1142_STAMPING: BUSH 1959 NO 4 1980
 KB1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1142
 KB1142  HISTORY     - Date     Condition        Report By
 KB1142  HISTORY     - 1980     MONUMENTED       NGS
 KB1142  HISTORY     - 20050216 MARK NOT FOUND   ILDT
 KB1142
 KB1142                          STATION DESCRIPTION
 KB1142
 KB1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 KB1142'2.2 MI NE FROM NEOGA.
 KB1142'0.55 MILE NORTHEAST ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH 6TH
 KB1142'STREET IN NEOGA, 1.6 MILE STRAIGHT AHEAD ON PAVED ROAD, 55 FEET WEST
 KB1142'OF CENTERLINE OF PAVED ROAD, 47 FEET EAST OF RAILROAD TRACKS. THE MARK
 KB1142'IS A PRECAST ALUMINUM MARK.
 KB1142'THE MARK IS 1 FT  S FROM A WITNESS POST.
 KB1142'THE MARK IS 5 FT ABOVE PAVED ROAD.
 KB1142
 KB1142                          STATION RECOVERY (2005)
 KB1142
 KB1142'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0431 ***********************************************************************
 LD0431  DESIGNATION -  BUSHNELL
 LD0431  PID         -  LD0431
 LD0431  STATE/COUNTY-  IL/MCDONOUGH
 LD0431  USGS QUAD   -  BUSHNELL WEST (1974)
 LD0431
 LD0431                         *CURRENT SURVEY CONTROL
 LD0431  ___________________________________________________________________
 LD0431* NAD 83(1986)-  40 32 56.     (N)    090 30 40.     (W)     SCALED    
 LD0431* NAVD 88     -       201.351  (meters)     660.60   (feet)  ADJUSTED  
 LD0431  ___________________________________________________________________
 LD0431  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0431  DYNAMIC HT  -         201.253 (meters)     660.28  (feet)  COMP
 LD0431  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 LD0431
 LD0431  VERT ORDER  -  SECOND    CLASS 0
 LD0431
 LD0431.The horizontal coordinates were scaled from a topographic map and have
 LD0431.an estimated accuracy of +/- 6 seconds.
 LD0431
 LD0431.The orthometric height was determined by differential leveling
 LD0431.and adjusted by the National Geodetic Survey in June 1991..
 LD0431
 LD0431.The geoid height was determined by GEOID03.
 LD0431
 LD0431.The dynamic height is computed by dividing the NAVD 88
 LD0431.geopotential number by the normal gravity value computed on the
 LD0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0431.degrees latitude (g = 980.6199 gals.).
 LD0431
 LD0431.The modeled gravity was interpolated from observed gravity values.
 LD0431
 LD0431;                    North         East    Units  Estimated Accuracy
 LD0431;SPC IL W     -   430,990.      670,830.      MT  (+/- 180 meters Scaled)
 LD0431
 LD0431                          SUPERSEDED SURVEY CONTROL
 LD0431
 LD0431  NGVD 29 (??/??/92)  201.420  (m)          660.83   (f) ADJ UNCH    2 0
 LD0431
 LD0431.Superseded values are not recommended for survey control.
 LD0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0431.See file dsdata.txt to determine how the superseded data were derived.
 LD0431
 LD0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE107916(NAD 83)
 LD0431_MARKER: DB = BENCH MARK DISK
 LD0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0431_SP_SET: BUILDING
 LD0431_STAMPING: BUSHNELL 1934
 LD0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0431
 LD0431  HISTORY     - Date     Condition        Report By
 LD0431  HISTORY     - 1934     MONUMENTED       CGS
 LD0431  HISTORY     - 1935     GOOD             NGS
 LD0431
 LD0431                          STATION DESCRIPTION
 LD0431
 LD0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0431'AT BUSHNELL.
 LD0431'AT BUSHNELL, MCDONOUGH  COUNTY, IN THE EAST FACE OF THE JOHN B.
 LD0431'BRANT COMPANY BRICK BUILDING, 6 FEET SOUTH OF THE FRONT ENTRANCE,
 LD0431'AND 2.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 LD0431'BUSHNELL 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2270 ***********************************************************************
 LB2270  DESIGNATION -  BUTLER RESET
 LB2270  PID         -  LB2270
 LB2270  STATE/COUNTY-  IL/VERMILION
 LB2270  USGS QUAD   -  EAST LYNN (1982)
 LB2270
 LB2270                         *CURRENT SURVEY CONTROL
 LB2270  ___________________________________________________________________
 LB2270* NAD 83(1997)-  40 24 17.59917(N)    087 46 54.12062(W)     ADJUSTED  
 LB2270* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 LB2270  ___________________________________________________________________
 LB2270  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LB2270  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB2270
 LB2270  HORZ ORDER  -  FIRST
 LB2270
 LB2270.The horizontal coordinates were established by classical geodetic methods
 LB2270.and adjusted by the National Geodetic Survey in October 1999..
 LB2270
 LB2270.The orthometric height was scaled from a topographic map.
 LB2270
 LB2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2270
 LB2270.The geoid height was determined by GEOID03.
 LB2270
 LB2270;                    North         East     Units Scale Factor Converg.
 LB2270;SPC IL E     -   415,103.541   346,825.630   MT  1.00000198   +0 21 27.2
 LB2270;SPC IL E     - 1,361,885.53  1,137,877.09   sFT  1.00000198   +0 21 27.2
 LB2270;UTM  16      - 4,472,990.776   433,669.744   MT  0.99965416   -0 30 24.1
 LB2270
 LB2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2270!SPC IL E     -   0.99996764  x   1.00000198  =   0.99996962
 LB2270!UTM  16      -   0.99996764  x   0.99965416  =   0.99962181
 LB2270
 LB2270|---------------------------------------------------------------------|
 LB2270| PID    Reference Object                     Distance      Geod. Az  |
 LB2270|                                                           dddmmss.s |
 LB2270| CM2833 BUTLER RM 1                          45.976 METERS 00615     |
 LB2270| LB2255 HOOPESTON AMERICAN CAN CO TANK      APPROX.11.4 KM 0521430.3 |
 LB2270| LB2257 HOOPESTON SPRAGUE SELLS STK         APPROX.11.4 KM 0535753.2 |
 LB2270| LB2254 HOOPESTON TANK                      APPROX.11.4 KM 0562248.3 |
 LB2270| LB2242 AMBIA MUNICIPAL TANK                APPROX.24.2 KM 0664922.7 |
 LB2270| CM2834 BUTLER RM 2                          36.350 METERS 08337     |
 LB2270| CM2835 BUTLER RM SE                                       12154     |
 LB2270| CM2832 BUTLER AZ MK RESET                                 1554250.9 |
 LB2270| CM2831 BUTLER AZ MK                                       2344350.5 |
 LB2270| LB2323 CISSNA PARK MUNICIPAL TANK          APPROX.20.2 KM 3315306.7 |
 LB2270|---------------------------------------------------------------------|
 LB2270
 LB2270                          SUPERSEDED SURVEY CONTROL
 LB2270
 LB2270  NAD 83(1997)-  40 24 17.59909(N)    087 46 54.12120(W) AD(       ) 1
 LB2270  NAD 83(1986)-  40 24 17.60767(N)    087 46 54.12681(W) AD(       ) 1
 LB2270  NAD 27      -  40 24 17.47700(N)    087 46 54.03000(W) AD(       ) 1
 LB2270
 LB2270.Superseded values are not recommended for survey control.
 LB2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2270.See file dsdata.txt to determine how the superseded data were derived.
 LB2270
 LB2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK3367072991(NAD 83)
 LB2270_MARKER: V = STONE MONUMENT
 LB2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2270_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2270
 LB2270  HISTORY     - Date     Condition        Report By
 LB2270  HISTORY     - 1879     MONUMENTED       USLS
 LB2270  HISTORY     - 1933     POOR             CGS
 LB2270  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LB2270  HISTORY     - 1955     GOOD             CGS
 LB2270  HISTORY     - 20001229 MARK NOT FOUND   ZAMBRA
 LB2270
 LB2270                          STATION DESCRIPTION
 LB2270
 LB2270'DESCRIBED BY US LAKE SURVEY 1879
 LB2270'THIS STATION IS SITUATED NEAR THE DIVIDING LINE BETWEEN THE SOUTHEAST
 LB2270'QUARTER AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
 LB2270'SECTION 35, TOWNSHIP 23 NORTH, RANGE 13 WEST, IN BUTLER TOWNSHIP,
 LB2270'VERMILION COUNTY, ILLINOIS, ABOUT 4 MILES SOUTH OF EAST LYNN, A
 LB2270'STATION ON THE LAFAYETTE, BLOOMINGTON AND MISSISSIPPI RAILROAD.
 LB2270'THE HEIGHT OF STATION USED WAS 61 FEET.  THE GEODETIC POINT IS
 LB2270'MARKED BY A STONE POST, SET 3 FEET BELOW THE SURFACE OF THE
 LB2270'GROUND, WITH A STONE POST SET DIRECTLY OVER IT AS A SURFACE MARK.
 LB2270'THREE STONE REFERENCE POSTS ARE SET NEAR THE FENCE ON THE WEST
 LB2270'SIDE OF THE ROAD ON THE EAST OF THE STATION AS FOLLOWS--ONE
 LB2270'BEARING NORTH 55 DEG 41 MIN EAST DISTANT 197.52 METERS.  AND ONE
 LB2270'BEARING SOUTH 86 DEG 42 MIN EAST, DISTANT 169.12 METERS.  AND
 LB2270'ONE BEARING SOUTH 58 DEG 06 MIN EAST, DISTANT 201.70 METERS.
 LB2270'THE SOUTHEAST CORNER OF SECTION 36, BEARS SOUTH 78 DEG 15 MIN
 LB2270'EAST, AND IS DISTANT 1820.15 METERS.  THE SOUTHEAST CORNER OF
 LB2270'SECTION 35 BEARS SOUTH 25 DEG 04 MIN 56 SEC EAST, AND IS DISTANT
 LB2270'433.15 METERS FROM THE GEODETIC POINT.  THE HEIGHT OF GROUND AT THE
 LB2270'STATION ABOVE MEAN LEVEL OF LAKE MICHIGAN IS 205.3 FEET.
 LB2270
 LB2270                          STATION RECOVERY (1933)
 LB2270
 LB2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LB2270'ORIGINAL DESCRIPTION SUFFICIENT.  MARKS FOUND IN GOOD CONDITION,
 LB2270'EXCEPTING STATION SURFACE MARK SHIFTED SLIGHTLY TO NORTH, AND ONE
 LB2270'REFERENCE MARK RAISED A FEW INCHES BY FROST.
 LB2270'
 LB2270'TO REACH FROM RAYVILLE, GO NORTH ON STATE HIGHWAY 1 FOR 0.3 MILE TO
 LB2270'T-ROAD WEST, THEN WEST 2.6 MILES TO CROSS ROAD, THEN NORTH AT CROSS
 LB2270'ROAD 4.7 MILES TO T-INTERSECTION WITH EAST AND WEST ROAD, THEN WEST
 LB2270'3.1 MILES TO CROSS ROAD, THEN NORTH 2.0 MILES TO LARGE FARMHOUSE
 LB2270'ON RIGHT WITH PINE TREES IN YARD.
 LB2270'
 LB2270'REFERENCE MARK IS ON LEFT SIDE OF ROAD AT GATE ENTERING FIELD ABOUT
 LB2270'50 YARDS SOUTH OF HOUSE.  FROM THIS REFERENCE MARK STATION BEARS
 LB2270'302 DEG (MAG.) AND IS 201 METERS DISTANT.  STATION MARK IS AT
 LB2270'HIGHEST POINT OF FIELD TO WEST OF HOUSE.  LAND OWNED BY MRS. MASON
 LB2270'OF DANVILLE, AND FARMED BY ALCORN WHO LIVES IN HOUSE
 LB2270'MENTIONED ABOVE.
 LB2270
 LB2270                          STATION RECOVERY (1934)
 LB2270
 LB2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2270'THIS STATION IS ABOUT 8 MILES WEST-NORTHWEST OF ROSSVILLE, 27 MILES
 LB2270'BY ROAD NORTHWEST OF DANVILLE, ON FARM OWNED BY MRS. MASON, WHO
 LB2270'LIVES IN DANVILLE, AND FARMED BY MR. ALCORN.  THE STATION MARK IS AT
 LB2270'THE SOUTHWEST END OF A WOODED RIDGE, WHICH IS WEST OF THE ALCORN
 LB2270'HOUSE, IN FIELD, 15 FEET WEST OF UNCULTIVATED GROUND, AND IS 12
 LB2270'INCHES BELOW THE SURFACE.  THE OLD MARK WAS FOUND IN RATHER POOR
 LB2270'CONDITION BUT THE STATION WAS REMARKED.
 LB2270'
 LB2270'SURFACE, UNDERGROUND, REFERENCE NOS. 1 AND 2 AND AZIMUTH MARKS ARE
 LB2270'STANDARD BRONZE DISKS SET AS DESCRIBED.
 LB2270'
 LB2270'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, AT THE WEST END OF
 LB2270'RIDGE, 27 FEET SOUTH OF THE NORTHWEST CORNER OF GROVE, AND PROJECTS
 LB2270'6 INCHES.  IMPRACTICAL TO MEASURE BETWEEN THE REFERENCE MARKS.
 LB2270'
 LB2270'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 10 FEET NORTH OF HEDGE
 LB2270'ROW, 10 FEET SOUTH OF CENTER LINE OF WOODS ROAD RUNNING EAST AND
 LB2270'WEST ON RIDGE, AND PROJECTS 5 INCHES.
 LB2270'
 LB2270'THE AZIMUTH MARK IS SOUTHWEST OF THE STATION, 27 FEET SOUTH OF CENTER
 LB2270'LINE OF ROAD, 1 FOOT NORTH OF FENCE LINE, 0.45 MILE WEST OF
 LB2270'CROSSROADS WHICH ARE 0.25 MILE SOUTH OF RIDGE, AND PROJECTS 4 INCHES.
 LB2270'
 LB2270'THE THREE OLD REFERENCE MARKS WERE FOUND BUT IN POOR CONDITION.  THEY
 LB2270'ARE ON THE WEST SIDE OF THE ROAD ALONG FENCE LINE AND SOUTHEAST,
 LB2270'EAST, AND NORTHEAST FROM THE STATION.  THE REFERENCE MARK (OLD) TO
 LB2270'THE SOUTHEAST WAS THE ONLY ONE THAT COULD BE MEASURED AND CUT IN
 LB2270'BECAUSE OF THE TREES.
 LB2270'
 LB2270'TO REACH FROM DANVILLE GO NORTH ON STATE HIGHWAY 1 FOR 18.1 MILES TO
 LB2270'ROSSVILLE, THENCE WEST AT TRAFFIC LIGHT ON CONCRETE ROAD FOR 5.8
 LB2270'MILES, THENCE NORTH ON DIRT ROAD FOR 1.8 MILES TO WOODED RIDGE ON
 LB2270'THE WEST SIDE OF THE ROAD AND WOODS ROAD ON RIDGE.  TURN WEST ON
 LB2270'WOODS ROAD AND GO 0.15 MILE TO STATION.
 LB2270
 LB2270                          STATION RECOVERY (1955)
 LB2270
 LB2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2270'STATION WAS RECOVERED AS DESCRIBED BY G. L. A. IN 1934.  STATION MARK
 LB2270'AND THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 LB2270'MARK WAS NOT RECOVERED AND SHOULD BE CONSIDERED LOST.  THE OLD
 LB2270'STONE REFERENCE MARK TO THE SOUTHEAST WAS RECOVERED BUT IS IN POOR
 LB2270'CONDITION AND NO MEASUREMENTS OR DIRECTIONS WERE TAKEN TO IT.  THE
 LB2270'STONE REFERENCE MARKS TO THE EAST AND NORTHEAST WERE NOT
 LB2270'RECOVERED.  SLIGHT DIFFERENCES WERE FOUND IN THE MEASUREMENTS TO THE
 LB2270'REFERENCE MARKS.  THE DIRECTION TO REFERENCE MARK NO. 2 CHECKED
 LB2270'BUT THE DIRECTION TO REFERENCE MARK NO. 1 DID NOT CHECK.  A NEW
 LB2270'AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 LB2270'FOLLOWS--
 LB2270'
 LB2270'STATION IS LOCATED IN THE EDGE OF A CULTIVATED FIELD ABOUT 7-1/2
 LB2270'MILES SOUTHWEST OF HOOPESTON AND ABOUT 4-1/2 MILES SOUTH OF EAST
 LB2270'LYNN.  IT IS 25 FEET SOUTHWEST OF A FENCE CORNER, 23 FEET SOUTHWEST
 LB2270'OF A WALNUT TREE AND 13 FEET WEST OF A FENCE.  THE MARK IS 14 INCHES
 LB2270'UNDERGROUND AND THE DISK IS STAMPED BUTLER U. S. L. S. 1879 1934.
 LB2270'
 LB2270'REFERENCE MARK NO. 1 IS 150.84 FEET NORTH OF THE STATION.  IT IS 15
 LB2270'FEET SOUTHEAST OF A HEDGEROW CORNER AND 1 FOOT WEST OF A FENCE.  THE
 LB2270'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BUTLER
 LB2270'U. S. L. S. NO 1 1879 1934.
 LB2270'
 LB2270'REFERENCE MARK NO. 2 IS 119.26 FEET EAST OF THE STATION.  IT IS 10
 LB2270'FEET NORTH OF A HEDGEROW AND 10 FEET SOUTH OF A FENCE.  THE MARK
 LB2270'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED BUTLER U. S. L. S.
 LB2270'NO 2 1879 1934.
 LB2270'
 LB2270'AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION.  IT IS 29 FEET
 LB2270'EAST OF THE CENTER OF A GRAVEL ROAD, 26 FEET SOUTH OF THE CENTER OF A
 LB2270'GRAVEL ROAD, 4 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT EAST
 LB2270'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK
 LB2270'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BUTLER USLS 1879
 LB2270'1934 RESET 1955.
 LB2270'
 LB2270'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 9 IN
 LB2270'THE SOUTHWEST EDGE OF HOOPESTON, GO WEST ON HIGHWAY 9 FOR 5.9 MILES
 LB2270'TO A PAVED CROSSROAD (EAST LYNN RD.).  TURN LEFT AND GO SOUTH ON
 LB2270'PAVED ROAD FOR 3.9 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO
 LB2270'EAST ON GRAVEL ROAD FOR 1.0 MILE TO A GRAVEL CROSSROAD AND THE
 LB2270'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN LEFT AND GO NORTH ON
 LB2270'GRAVEL ROAD FOR 0.2 MILE TO A FIELD ROAD LEFT.  TURN LEFT AND GO WEST
 LB2270'AND SOUTH ALONG THE EDGE OF A WOODS FOR 0.2 MILE TO THE STATION AS
 LB2270'DESCRIBED.
 LB2270'
 LB2270'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LB2270
 LB2270                          STATION RECOVERY (2000)
 LB2270
 LB2270'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LB2270'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LB2270'SEARCHED FOR NOT FOUND.
 LB2270' 
 LB2270'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1556 ***********************************************************************
 NH1556  DESIGNATION -  BYERS RESET
 NH1556  PID         -  NH1556
 NH1556  STATE/COUNTY-  IL/CARROLL
 NH1556  USGS QUAD   -  BROOKVILLE (1983)
 NH1556
 NH1556                         *CURRENT SURVEY CONTROL
 NH1556  ___________________________________________________________________
 NH1556* NAD 83(1997)-  42 07 03.49857(N)    089 43 30.21668(W)     ADJUSTED  
 NH1556* NAVD 88     -       317.8    (meters)    1043.     (feet)  GPS OBS   
 NH1556  ___________________________________________________________________
 NH1556  X           -      22,737.896 (meters)                     COMP
 NH1556  Y           -  -4,738,402.433 (meters)                     COMP
 NH1556  Z           -   4,255,496.260 (meters)                     COMP
 NH1556  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 NH1556  ELLIP HEIGHT-         284.81  (meters)          (12/06/04) GPS OBS
 NH1556  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH1556
 NH1556  HORZ ORDER  -  FIRST
 NH1556  ELLP ORDER  -  FOURTH    CLASS I
 NH1556
 NH1556.The horizontal coordinates were established by GPS observations
 NH1556.and adjusted by the National Geodetic Survey in September 1998..
 NH1556
 NH1556.The orthometric height was determined by GPS observations and a
 NH1556.high-resolution geoid model.
 NH1556
 NH1556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1556
 NH1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1556
 NH1556.The ellipsoidal height was determined by GPS observations
 NH1556.and is referenced to NAD 83.
 NH1556
 NH1556.The geoid height was determined by GEOID03.
 NH1556
 NH1556;                    North         East     Units Scale Factor Converg.
 NH1556;SPC IL W     -   605,242.824   736,517.856   MT  0.99995758   +0 17 46.2
 NH1556;SPC IL W     - 1,985,700.83  2,416,392.33   sFT  0.99995758   +0 17 46.2
 NH1556;UTM  16      - 4,666,431.889   274,724.469   MT  1.00022449   -1 49 42.0
 NH1556
 NH1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1556!SPC IL W     -   0.99995533  x   0.99995758  =   0.99991291
 NH1556!UTM  16      -   0.99995533  x   1.00022449  =   1.00017981
 NH1556
 NH1556:                Primary Azimuth Mark                     Grid Az
 NH1556:SPC IL W     -  FREEPORT MUNICIPAL TANK                  019 54 50.4
 NH1556:UTM  16      -  FREEPORT MUNICIPAL TANK                  022 02 18.6
 NH1556
 NH1556|---------------------------------------------------------------------|
 NH1556| PID    Reference Object                     Distance      Geod. Az  |
 NH1556|                                                           dddmmss.s |
 NH1556| NH1541 FREEPORT MUNICIPAL TANK             APPROX.21.0 KM 0201236.6 |
 NH1556| NH1531 FREEPORT ST JOSEPHS CH SPIRE        APPROX.21.4 KM 0234752.2 |
 NH1556| NH1553 FORRESTON MUNICIPAL TANK            APPROX.11.9 KM 0880357.5 |
 NH1556| MF1718 POLO MUNICIPAL STANDPIPE            APPROX.18.5 KM 1390445.0 |
 NH1556| MF1719 POLO FIRST PRESB CH SPIRE           APPROX.18.8 KM 1395330.0 |
 NH1556| CI9139 BYERS RM 1                           43.544 METERS 20037     |
 NH1556| NH1563 LANARK HIGH SCHOOL TOWER            APPROX. 8.7 KM 2573714.4 |
 NH1556| NH1562 LANARK MUNICIPAL TANK               APPROX. 9.2 KM 2603121.8 |
 NH1556| CI9140 BYERS RM 2                           27.140 METERS 32132     |
 NH1556| NH1559 SHANNON MUNICIPAL TANK              APPROX. 3.7 KM 3415842.5 |
 NH1556| CI9138 BYERS AZ MK                                        3455746.3 |
 NH1556|---------------------------------------------------------------------|
 NH1556
 NH1556                          SUPERSEDED SURVEY CONTROL
 NH1556
 NH1556  ELLIP H (09/15/98)  284.87   (m)                       GP(       ) 3 1
 NH1556  NAD 83(1986)-  42 07 03.50173(N)    089 43 30.21675(W) AD(       ) 1
 NH1556  NAD 27      -  42 07 03.40700(N)    089 43 29.80000(W) AD(       ) 1
 NH1556  NGVD 29 (06/25/91)  318.0    (m)         1043.     (f) GPS OBS        
 NH1556
 NH1556.Superseded values are not recommended for survey control.
 NH1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1556.See file dsdata.txt to determine how the superseded data were derived.
 NH1556
 NH1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7472466432(NAD 83)
 NH1556_MARKER: DS = TRIANGULATION STATION DISK
 NH1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1556_SP_SET: CONCRETE POST
 NH1556_STAMPING: BYERS 1935 1970
 NH1556_MARK LOGO: CGS   
 NH1556_PROJECTION: FLUSH
 NH1556_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NH1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1556+STABILITY: SURFACE MOTION
 NH1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1556+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 NH1556
 NH1556  HISTORY     - Date     Condition        Report By
 NH1556  HISTORY     - 1970     MONUMENTED       NGS
 NH1556  HISTORY     - 1970     GOOD             ILDT
 NH1556  HISTORY     - 1970     GOOD             CGS
 NH1556  HISTORY     - 19900921 GOOD             NGS
 NH1556  HISTORY     - 19960814 GOOD             SECI
 NH1556  HISTORY     - 20011203 GOOD             NGS
 NH1556  HISTORY     - 20031004 GOOD             USPSQD
 NH1556
 NH1556                          STATION DESCRIPTION
 NH1556
 NH1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1556'THE UNDERGROUND STATION MARK, REFERENCE MARKS AND THE AZIMUTH
 NH1556'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK
 NH1556'WAS FOUND TO HAVE BEEN HIT BY ROAD EQUIPMENT AND A NEW SURFACE
 NH1556'STATION MARK WAS SET HOLDING THE UNDERGROUND POINT.  THE DISTANCE
 NH1556'AND DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DIRECTION
 NH1556'TO THE TANK AND AZIMUTH MARK ALSO CHECKED.  A NEW DESCRIPTION
 NH1556'FOLLOWS--
 NH1556'
 NH1556'THE STATION IS LOCATED ABOUT 5 MILES EAST OF LANARK, ON THE
 NH1556'CREST OF A GRADE, 137 FEET NORTH OF THE CENTERLINE OF A FIELD
 NH1556'ENTRANCE EAST, 26 FEET EAST OF THE CENTERLINE OF GRANGE ROAD, 4
 NH1556'FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE
 NH1556'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 NH1556'3 INCHES AND THE DISK IS STAMPED BYERS 1935 1970.
 NH1556'
 NH1556'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72
 NH1556'AND U.S. HIGHWAY 52 AT THE SOUTH EDGE OF LANARK, GO SOUTHEAST
 NH1556'ON HIGHWAY 52 FOR 4.5 MILES TO A CROSSROAD AND SIGN SHANNON
 NH1556'4 MILES.  TURN LEFT AND GO NORTH ON THE ROAD FOR 1.0 MILE
 NH1556'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON LOCUST ROAD FOR
 NH1556'1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON
 NH1556'GRANGE ROAD FOR 0.4 MILE TO THE TOP OF GRADE AND THE STATION
 NH1556'ON THE RIGHT.  CONTINUE NORTH ON THE ROAD FOR 0.6 MILE TO
 NH1556'A CROSSROAD.  TURN LEFT AND GO WEST ON STRADDLE CREEK ROAD
 NH1556'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NH1556'
 NH1556'REFERENCE MARK 1 IS 26 FEET WEST OF THE CENTERLINE OF THE
 NH1556'ROAD, 2 FEET EAST OF A FENCE, 64 FEET NORTH OF A TELEPHONE
 NH1556'POLE AND 6 FEET NORTH OF THE EXTENDED CENTERLINE OF THE FIELD
 NH1556'ENTRANCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1556'BYERS NO 1 1935.
 NH1556'
 NH1556'REFERENCE MARK 2 IS 26 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NH1556'2 FEET EAST OF A FENCE AND 73 FEET SOUTH OF A TELEPHONE POLE.
 NH1556'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BYERS NO
 NH1556'2 1935.
 NH1556'
 NH1556'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF THE
 NH1556'ROAD, 1 FOOT SOUTH OF A FENCE AND 1 FOOT SOUTH OF A METAL
 NH1556'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 NH1556'IS STAMPED BYERS 1935 AZIMUTH.
 NH1556'
 NH1556'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1556'
 NH1556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 NH1556'MILES SOUTHEAST OF SHANNON.
 NH1556
 NH1556                          STATION RECOVERY (1970)
 NH1556
 NH1556'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DEW)
 NH1556'BYERS 1935-1970-GOOD (NEW MARK).
 NH1556'
 NH1556'BYERS NO. 1 1935-GOOD.
 NH1556'
 NH1556'BYERS NO. 2 1935-GOOD.
 NH1556'
 NH1556'BYERS 1935 AZI. MK.-GOOD.
 NH1556'
 NH1556'NOTE--SINCE THE STATION AND REFERENCE MARKS WERE RECOVERED
 NH1556'THIS YEAR, WE DIDNT BOTHER WITH THE DESCRIPTIONS.
 NH1556
 NH1556                          STATION RECOVERY (1970)
 NH1556
 NH1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 NH1556'RECOVERED IN GOOD CONDITION.
 NH1556
 NH1556                          STATION RECOVERY (1990)
 NH1556
 NH1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NH1556'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 NH1556'FOR. STATION IS LOCATED IN A WEED STRIP BETWEEN A GRAVEL ROAD AND A
 NH1556'CULTIVATED FIELD, ON THE WEST EDGE OF SECTION 32, T 25 N, R 7 E, ON
 NH1556'ROAD RIGHT-OF-WAY.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION.
 NH1556'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 26 AND 72 WEST (ABOUT 8
 NH1556'KM (5.0 MI) EAST OF SHANNON), GO SOUTH ON HIGHWAYS 26 AND 72 FOR 1.53
 NH1556'KM (0.95 MI) TO A FORK JUST PAST A RAILROAD OVERPASS.  KEEP RIGHT,
 NH1556'SOUTH, ON FREEPORT ROAD FOR 1.60 KM (0.99 MI) TO A PAVED CROSSROAD.
 NH1556'TURN RIGHT, WEST, ON WHITE OAK ROAD FOR 8.08 KM (5.02 MI) TO A GRAVEL
 NH1556'CROSSROAD.  TURN LEFT, SOUTH, ON GRAVEL ROAD FOR 0.91 KM (0.57 MI) TO
 NH1556'THE STATION ON THE LEFT.
 NH1556'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 NH1556'PROJECTING 5 CM.  IT IS ABOUT 100 M (328.1 FT) SOUTH-SOUTHEAST OF A
 NH1556'SMALL RADIO TOWER, 42.5 M (139.4 FT) NORTH OF A DIM FIELD ENTRANCE,
 NH1556'8.2 M (26.9 FT) EAST OF, AND LEVEL WITH THE ROAD CENTER, 18.0 M
 NH1556'(59.1 FT) NORTHEAST OF A UTILITY POLE ACROSS ROAD, 0.3 M (1.0 FT)
 NH1556'SOUTH OF A METAL WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A
 NH1556'FIBERGLASS WITNESS POST.
 NH1556
 NH1556                          STATION RECOVERY (1996)
 NH1556
 NH1556'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1556'RECOVERED AS DESCRIBED.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE
 NH1556'73 AND U.S.  ROUTE 52/ILLINOIS ROUTE 64, PROCEED EAST ON U.S.  ROUTE
 NH1556'52/ILLINOIS ROUTE 64 FOR APPROXIMENTLY 4.5 MI (7.2 KM) TO THE JUNCTION
 NH1556'OF U.S.  ROUTE 52/ILLINOIS ROUTE 64 AND SHANNON RTE, TURN LEFT (NORTH)
 NH1556'ON SHANNON RTE AND PROCEED FOR APPROXIMENTLY 1.0 MI (1.6 KM) TO THE
 NH1556'JUNCTION OF SHANNON RTE AND LOCUST ROAD, TURN RIGHT (EAST) ON LOCUST
 NH1556'ROAD AND PROCEED FOR APPROXIMENTLY 1.0 MI (1.6 KM) TO THE JUNCTION OF
 NH1556'LOCUST ROAD AND GRANGE ROAD, TURN LEFT (NORTH) ON GRANGE ROAD AND
 NH1556'PROCEED FOR APPROXIMENTLY 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT
 NH1556'(EAST) SIDE OF GRANGE ROAD.  NOTES--THE STATION TIES WERE RECOVERED IN
 NH1556'GOOD CONDITION.
 NH1556
 NH1556                          STATION RECOVERY (2001)
 NH1556
 NH1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1556
 NH1556                          STATION RECOVERY (2003)
 NH1556
 NH1556'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH1556'RM 1 AND RM2 WERE NOT FOUND. THE AZIMUTH WAS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1503 ***********************************************************************
 NH1503  DESIGNATION -  BYRON
 NH1503  PID         -  NH1503
 NH1503  STATE/COUNTY-  IL/OGLE
 NH1503  USGS QUAD   -  OREGON (1983)
 NH1503
 NH1503                         *CURRENT SURVEY CONTROL
 NH1503  ___________________________________________________________________
 NH1503* NAD 83(1997)-  42 05 15.24732(N)    089 16 32.58672(W)     ADJUSTED  
 NH1503* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 NH1503  ___________________________________________________________________
 NH1503  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 NH1503  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NH1503
 NH1503  HORZ ORDER  -  THIRD
 NH1503
 NH1503.The horizontal coordinates were established by classical geodetic methods
 NH1503.and adjusted by the National Geodetic Survey in October 1999..
 NH1503
 NH1503.The orthometric height was scaled from a topographic map.
 NH1503
 NH1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1503
 NH1503.The geoid height was determined by GEOID03.
 NH1503
 NH1503;                    North         East     Units Scale Factor Converg.
 NH1503;SPC IL W     -   602,192.771   773,710.412   MT  1.00000801   +0 35 49.9
 NH1503;SPC IL W     - 1,975,694.12  2,538,414.91   sFT  1.00000801   +0 35 49.9
 NH1503;UTM  16      - 4,662,005.006   311,783.912   MT  1.00003591   -1 31 32.8
 NH1503
 NH1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1503!SPC IL W     -   0.99996361  x   1.00000801  =   0.99997162
 NH1503!UTM  16      -   0.99996361  x   1.00003591  =   0.99999952
 NH1503
 NH1503|---------------------------------------------------------------------|
 NH1503| PID    Reference Object                     Distance      Geod. Az  |
 NH1503|                                                           dddmmss.s |
 NH1503| CI9146 BYRON RM 1                           19.462 METERS 17955     |
 NH1503| CI9148 BYRON RM 3                           19.346 METERS 18125     |
 NH1503| NH1504 PTS 6 USGS 1954                     158.555 METERS 25854     |
 NH1503| CI9147 BYRON RM 2                           11.902 METERS 26853     |
 NH1503| CI9145 BYRON AZ MK                                        3431352.0 |
 NH1503|---------------------------------------------------------------------|
 NH1503
 NH1503                          SUPERSEDED SURVEY CONTROL
 NH1503
 NH1503  NAD 83(1997)-  42 05 15.24768(N)    089 16 32.58776(W) AD(       ) 3
 NH1503  NAD 83(1986)-  42 05 15.24683(N)    089 16 32.59145(W) AD(       ) 3
 NH1503  NAD 27      -  42 05 15.14910(N)    089 16 32.20940(W) AD(       ) 3
 NH1503
 NH1503.Superseded values are not recommended for survey control.
 NH1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1503.See file dsdata.txt to determine how the superseded data were derived.
 NH1503
 NH1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1178462005(NAD 83)
 NH1503_MARKER: DS = TRIANGULATION STATION DISK
 NH1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1503+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 NH1503
 NH1503  HISTORY     - Date     Condition        Report By
 NH1503  HISTORY     - 1954     MONUMENTED       CGS
 NH1503  HISTORY     - 1977     GOOD             NGS
 NH1503  HISTORY     - 19960624 GOOD             USPSQD
 NH1503  HISTORY     - 20010725 GOOD             USPSQD
 NH1503  HISTORY     - 20010725 GOOD             USPSQD
 NH1503
 NH1503                          STATION DESCRIPTION
 NH1503
 NH1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1503'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF OREGON AND 3
 NH1503'MILES SOUTH OF BYRON ALONG THE NORTH SIDE OF A PAVED ROAD AND
 NH1503'ON HIGHWAY PROPERTY.  IT IS 53 FEET EAST OF A POWER LINE POLE,
 NH1503'32 FEET NORTH OF THE CENTER OF THE ROAD, 8 FEET WEST OF A WHITE
 NH1503'WITNESS POST AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH
 NH1503'AND THE DISK IS STAMPED BYRON 1954.
 NH1503'
 NH1503'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTER OF THE
 NH1503'ROAD, 22 FEET EAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A
 NH1503'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BYRON
 NH1503'NO 1 1954.
 NH1503'
 NH1503'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTER OF THE
 NH1503'ROAD, 14 FEET EAST OF A POWER LINE POLE AND 1 FOOT SOUTH OF A
 NH1503'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BYRON
 NH1503'NO 2 1954.
 NH1503'
 NH1503'AZIMUTH MARK IS 100 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 NH1503'A HOUSE, 22 FEET NORTH OF A POWER LINE POLE, 21 FEET WEST OF
 NH1503'THE CENTER OF A TRACK ROAD, 4 FEET SOUTH OF A WHITE WITNESS
 NH1503'POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES
 NH1503'AND THE DISK IS STAMPED BYRON 1954.
 NH1503'
 NH1503'PTS6 (USGS) B.M. IS 76 FEET SOUTHWEST OF THE INTERSECTION OF A
 NH1503'GRAVEL CROSSROAD, 53 FEET SOUTH OF POWER LINE GUY POLE, 20 FEET
 NH1503'WEST OF THE CENTER OF A GRAVEL ROAD, 6 FEET EAST OF A FENCE
 NH1503'LINE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS A
 NH1503'4 INCH IRON PIPE THAT PROJECTS 4 INCHES WITH A STANDARD U.S.
 NH1503'GEOLOGICAL SURVEY BENCH MARK DISK ATOP STAMPED PRIM TRAV STA
 NH1503'NO 6 1917 864 (FEET ELEVATION).
 NH1503'
 NH1503'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 NH1503'AND 72 IN BYRON GO SOUTH ON HIGHWAY 72 FOR 0.35 MILE TO A
 NH1503'FORK JUST AFTER CROSSING THE BRIDGE OVER THE ROCK RIVER,
 NH1503'TURN RIGHT AND GO SOUTH AND WEST ON PAVED ROAD FOR 3.0 MILE
 NH1503'TO THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR
 NH1503'0.1 MILE TO A GRAVEL CROSSROAD AND THE BENCH MARK ON THE
 NH1503'LEFT AS DESCRIBED.
 NH1503'
 NH1503'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.1 MILE
 NH1503'TO A GRAVEL CROSSROAD, TURN RIGHT AND GO NORTH ON GRAVEL ROAD
 NH1503'FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NH1503'
 NH1503'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1503
 NH1503                          STATION RECOVERY (1977)
 NH1503
 NH1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NH1503'STATION MARK, REFERENCE MARK 2, AZIMUTH MARK AND (USGS) BENCH MARK
 NH1503'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED.
 NH1503'THE DISK WAS SALVAGED.  (USGS) BENCH MARK PTS 6 1917 WAS OBSTRUCTED
 NH1503'BY 2 LARGE MAIL BOXES AND COULD NOT BE MEASURED OR OBSERVED AT
 NH1503'THIS TIME.  REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE TO
 NH1503'REFERENCE MARK 2 WAS SMALLER BY 0.03 FOOT AND THE DIRECTION WAS
 NH1503'SMALLER BY 51 SECONDS.
 NH1503'
 NH1503'THE DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE ADDITION.
 NH1503'
 NH1503'THE STATION IS 33 FEET EAST OF A CONCRETE R-O-W MARKER, 1 FOOT
 NH1503'SOUTHEAST OF A TELEPHONE UNDERGROUND CABLE BOX AND 1 FOOT WEST OF A
 NH1503'METAL WITNESS POST.
 NH1503'
 NH1503'REFERENCE MARK 2 IS 6 FEET WEST OF THE CONCRETE R-O-W MARKER.
 NH1503'
 NH1503'PTS 6 (USGS) IS 78 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 NH1503'20 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT SOUTH
 NH1503'OF A METAL WITNESS POST.
 NH1503'
 NH1503'REFERENCE MARK 3 IS 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 NH1503'1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2
 NH1503'INCHES AND THE DISK STAMPED BYRON 1954 NO 3 1977.
 NH1503'
 NH1503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF
 NH1503'BYRON.
 NH1503'
 NH1503'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1503
 NH1503                          STATION RECOVERY (1996)
 NH1503
 NH1503'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1503'RECOVERED IN GOOD CONDITION.
 NH1503
 NH1503                          STATION RECOVERY (2001)
 NH1503
 NH1503'RECOVERY NOTE BY US POWER SQUADRON 2001 (WNG)
 NH1503'RECOVERED IN GOOD CONDITION.
 NH1503
 NH1503                          STATION RECOVERY (2001)
 NH1503
 NH1503'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1503'RM 1 WAS NOT FOUND. RM 2,RM 3, AZ MARK AND PT6 USGS 1954 WERE FOUND AS
 NH1503'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0133 ***********************************************************************
 LC0133  DESIGNATION -  C 1
 LC0133  PID         -  LC0133
 LC0133  STATE/COUNTY-  IL/CHAMPAIGN
 LC0133  USGS QUAD   -  MAHOMET (1975)
 LC0133
 LC0133                         *CURRENT SURVEY CONTROL
 LC0133  ___________________________________________________________________
 LC0133* NAD 83(1986)-  40 10 30.     (N)    088 22 31.     (W)     SCALED    
 LC0133* NAVD 88     -       223.314  (meters)     732.66   (feet)  ADJUSTED  
 LC0133  ___________________________________________________________________
 LC0133  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0133  DYNAMIC HT  -         223.202 (meters)     732.29  (feet)  COMP
 LC0133  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 LC0133
 LC0133  VERT ORDER  -  FIRST     CLASS II
 LC0133
 LC0133.The horizontal coordinates were scaled from a topographic map and have
 LC0133.an estimated accuracy of +/- 6 seconds.
 LC0133
 LC0133.The orthometric height was determined by differential leveling
 LC0133.and adjusted by the National Geodetic Survey in June 1991..
 LC0133
 LC0133.The geoid height was determined by GEOID03.
 LC0133
 LC0133.The dynamic height is computed by dividing the NAVD 88
 LC0133.geopotential number by the normal gravity value computed on the
 LC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0133.degrees latitude (g = 980.6199 gals.).
 LC0133
 LC0133.The modeled gravity was interpolated from observed gravity values.
 LC0133
 LC0133;                    North         East    Units  Estimated Accuracy
 LC0133;SPC IL E     -   389,430.      296,430.      MT  (+/- 180 meters Scaled)
 LC0133
 LC0133                          SUPERSEDED SURVEY CONTROL
 LC0133
 LC0133  NGVD 29 (??/??/92)  223.363  (m)          732.82   (f) ADJ UNCH    1 2
 LC0133
 LC0133.Superseded values are not recommended for survey control.
 LC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0133.See file dsdata.txt to determine how the superseded data were derived.
 LC0133
 LC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK829480(NAD 83)
 LC0133_MARKER: DD = SURVEY DISK
 LC0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0133_SP_SET: CULVERT
 LC0133_STAMPING: C 1 1905
 LC0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0133
 LC0133  HISTORY     - Date     Condition        Report By
 LC0133  HISTORY     - 1905     MONUMENTED       USGS
 LC0133  HISTORY     - 1954     GOOD             NGS
 LC0133  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0133
 LC0133                          STATION DESCRIPTION
 LC0133
 LC0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0133'2.1 MI SE FROM MAHOMET.
 LC0133'ABOUT 2.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0133'FROM THE STATION AT MAHOMET, ABOUT 0.65 MILE NORTHWEST OF A
 LC0133'NORTH-SOUTH ROAD CROSSING, ABOUT 4 TELEPHONE POLES NORTHWEST
 LC0133'OF MILE POST 126, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 LC0133'CONCRETE HEAD WALL OF A 10-FOOT BOX CULVERT UNDER TRACK, 5 FEET
 LC0133'SOUTHWEST OF SOUTHWEST RAIL AND ABOUT LEVEL WITH TRACK.  NOTE--
 LC0133'THE DISK WAS UNSTAMPED AND THE ABOVE STAMPING DONE BY THIS PARTY
 LC0133'IN 1954.  NOTE-- THE MARK WAS DESCRIBED AS BEING IN A STONE
 LC0133'CULVERT, 10 FEET FROM CENTER LINE OF TRACK.  THE MARK IS NOW IN A
 LC0133'CONCRETE BOX CULVERT AND IT IS PROBABLE THAT THE CULVERT WAS
 LC0133'REBUILT AND THE MARK RESET.
 LC0133
 LC0133                          STATION RECOVERY (1986)
 LC0133
 LC0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3240 ***********************************************************************
 ME3240  DESIGNATION -  C 1
 ME3240  PID         -  ME3240
 ME3240  STATE/COUNTY-  IL/COOK
 ME3240  USGS QUAD   -  CHICAGO LOOP (1997)
 ME3240
 ME3240                         *CURRENT SURVEY CONTROL
 ME3240  ___________________________________________________________________
 ME3240* NAD 83(1997)-  41 54 43.12783(N)    087 37 35.39433(W)     ADJUSTED  
 ME3240* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 ME3240  ___________________________________________________________________
 ME3240  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ME3240  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME3240
 ME3240  HORZ ORDER  -  SECOND
 ME3240
 ME3240.The horizontal coordinates were established by classical geodetic methods
 ME3240.and adjusted by the National Geodetic Survey in October 1999..
 ME3240
 ME3240.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3240
 ME3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3240
 ME3240.The geoid height was determined by GEOID03.
 ME3240
 ME3240;                    North         East     Units Scale Factor Converg.
 ME3240;SPC IL E     -   582,567.882   358,641.142   MT  1.00001730   +0 28 19.8
 ME3240;SPC IL E     - 1,911,308.13  1,176,641.81   sFT  1.00001730   +0 28 19.8
 ME3240;UTM  16      - 4,640,193.287   448,043.336   MT  0.99963322   -0 25 06.6
 ME3240
 ME3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3240!SPC IL E     -   0.99997709  x   1.00001730  =   0.99999439
 ME3240!UTM  16      -   0.99997709  x   0.99963322  =   0.99961032
 ME3240
 ME3240:                Primary Azimuth Mark                     Grid Az
 ME3240:SPC IL E     -  C 2                                      169 00 27.5
 ME3240:UTM  16      -  C 2                                      169 53 53.9
 ME3240
 ME3240|---------------------------------------------------------------------|
 ME3240| PID    Reference Object                     Distance      Geod. Az  |
 ME3240|                                                           dddmmss.s |
 ME3240| ME3246 C 2                                 APPROX. 0.6 KM 1692847.3 |
 ME3240| ME2871 014 COC                             APPROX. 0.5 KM 2865830.5 |
 ME3240|---------------------------------------------------------------------|
 ME3240
 ME3240                          SUPERSEDED SURVEY CONTROL
 ME3240
 ME3240  NAD 83(1997)-  41 54 43.12804(N)    087 37 35.39479(W) AD(       ) 2
 ME3240  NAD 83(1997)-  41 54 43.13224(N)    087 37 35.40734(W) AD(       ) 2
 ME3240  NAD 83(1986)-  41 54 43.13250(N)    087 37 35.40603(W) AD(       ) 2
 ME3240  NGVD 29 (08/23/90)  179.7    (m)          590.     (f) VERT ANG       
 ME3240
 ME3240.Superseded values are not recommended for survey control.
 ME3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3240.See file dsdata.txt to determine how the superseded data were derived.
 ME3240
 ME3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4804340193(NAD 83)
 ME3240_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3240_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3240+STABILITY: SURFACE MOTION
 ME3240
 ME3240  HISTORY     - Date     Condition        Report By
 ME3240  HISTORY     - 1983     MONUMENTED       IL1670
 ME3240
 ME3240                          STATION DESCRIPTION
 ME3240
 ME3240'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3240'THE STATION IS LOCATED AT THE INTERSECTION OF LASALLE DRIVE AND
 ME3240'LAKE SHORE DRIVE, BETWEEN THE SOUTH BOUND ON RAMP TO LAKE SHORE
 ME3240'DRIVE AND LAKE SHORE DRIVE FRONTAGE ROAD.  IT IS ON THE WEST SIDE
 ME3240'OF LAKE SHORE DRIVE AND SOUTH SIDE OF LASALLE DRIVE, SOUTHWEST OF
 ME3240'AN OVERPASS, IN A GRASSY ISLAND, IN DOWNTOWN CHICAGO.
 ME3240'
 ME3240'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3240'
 ME3240'THE STATION IS A STANDARD COC DISK STAMPED---C1 1983---WHICH IS
 ME3240'ATTACHED TO A DRIVEN ROD AND SURROUNDED BY A 15 CM (6 INCH) ROUND
 ME3240'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.
 ME3240'IT IS 15.15 M (49.7 FT) SOUTH OF A LONE TREE, 7.1 M (23.3 FT) WEST
 ME3240'OF THE WEST EDGE OF THE ON RAMP TO LAKE SHORE DRIVE AND 6.25 M
 ME3240'(20.5 FT) EAST OF THE EAST EDGE OF LAKE SHORE DRIVE FRONTAGE ROAD.
 ME3240'
 ME3240'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3241 ***********************************************************************
 ME3241  DESIGNATION -  C 10
 ME3241  PID         -  ME3241
 ME3241  STATE/COUNTY-  IL/COOK
 ME3241  USGS QUAD   -  JACKSON PARK (1993)
 ME3241
 ME3241                         *CURRENT SURVEY CONTROL
 ME3241  ___________________________________________________________________
 ME3241* NAD 83(1997)-  41 52 49.38951(N)    087 37 01.39505(W)     ADJUSTED  
 ME3241* NAVD 88     -       181.1    (meters)     594.     (feet)  VERTCON   
 ME3241  ___________________________________________________________________
 ME3241  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ME3241  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME3241
 ME3241  HORZ ORDER  -  SECOND
 ME3241
 ME3241.The horizontal coordinates were established by classical geodetic methods
 ME3241.and adjusted by the National Geodetic Survey in October 1999..
 ME3241
 ME3241.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3241
 ME3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3241
 ME3241.The geoid height was determined by GEOID03.
 ME3241
 ME3241;                    North         East     Units Scale Factor Converg.
 ME3241;SPC IL E     -   579,065.256   359,453.966   MT  1.00001848   +0 28 41.5
 ME3241;SPC IL E     - 1,899,816.59  1,179,308.55   sFT  1.00001848   +0 28 41.5
 ME3241;UTM  16      - 4,636,679.807   448,801.339   MT  0.99963226   -0 24 43.0
 ME3241
 ME3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3241!SPC IL E     -   0.99997686  x   1.00001848  =   0.99999534
 ME3241!UTM  16      -   0.99997686  x   0.99963226  =   0.99960913
 ME3241
 ME3241:                Primary Azimuth Mark                     Grid Az
 ME3241:SPC IL E     -  C 8                                      083 42 23.8
 ME3241:UTM  16      -  C 8                                      084 35 48.3
 ME3241
 ME3241|---------------------------------------------------------------------|
 ME3241| PID    Reference Object                     Distance      Geod. Az  |
 ME3241|                                                           dddmmss.s |
 ME3241| ME3252 C 8                                 APPROX. 0.6 KM 0841105.3 |
 ME3241| ME2661 CHICAGO HANCOCK CNTR E TV TWR       APPROX. 2.1 KM 3464045.6 |
 ME3241|---------------------------------------------------------------------|
 ME3241
 ME3241                          SUPERSEDED SURVEY CONTROL
 ME3241
 ME3241  NAD 83(1997)-  41 52 49.38972(N)    087 37 01.39547(W) AD(       ) 2
 ME3241  NAD 83(1997)-  41 52 49.39410(N)    087 37 01.40732(W) AD(       ) 2
 ME3241  NAD 83(1986)-  41 52 49.39400(N)    087 37 01.40604(W) AD(       ) 2
 ME3241  NGVD 29 (08/23/90)  181.2    (m)          594.     (f) VERT ANG       
 ME3241
 ME3241.Superseded values are not recommended for survey control.
 ME3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3241.See file dsdata.txt to determine how the superseded data were derived.
 ME3241
 ME3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4880136680(NAD 83)
 ME3241_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3241_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3241+WITH SETTING: PAVEMENT
 ME3241_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3241+STABILITY: SURFACE MOTION
 ME3241
 ME3241  HISTORY     - Date     Condition        Report By
 ME3241  HISTORY     - 1983     MONUMENTED       IL1670
 ME3241
 ME3241                          STATION DESCRIPTION
 ME3241
 ME3241'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3241'THE STATION IS IN CHICAGO, ALONG THE EAST SIDE OF LAKE SHORE DRIVE,
 ME3241'JUST SOUTH OF MONROE DRIVE, ABOUT 60 M (65 YARDS).  IT IS IN THE
 ME3241'EAST EDGE OF A CONCRETE SIDEWALK.
 ME3241'
 ME3241'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3241'
 ME3241'THE STATION IS A STANDARD COC DISK STAMPED---C10 1983---CEMENTED IN
 ME3241'A DRILL HOLE IN CONCRETE SIDEWALK.  IT IS 20.4 M (66.9 FT)
 ME3241'NORTHEAST OF A LIGHT POLE, 7.05 M (23.1 FT)
 ME3241'EAST OF THE EAST EDGE OF LAKE SHORE DRIVE AND 0.36 M (1.2 FT) WEST
 ME3241'OF THE EAST EDGE OF THE SIDEWALK.
 ME3241'
 ME3241'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1216 ***********************************************************************
 JB1216  DESIGNATION -  C 100
 JB1216  PID         -  JB1216
 JB1216  STATE/COUNTY-  IL/ST CLAIR
 JB1216  USGS QUAD   -  FREEBURG (1990)
 JB1216
 JB1216                         *CURRENT SURVEY CONTROL
 JB1216  ___________________________________________________________________
 JB1216* NAD 83(1986)-  38 28 18.     (N)    089 56 09.     (W)     SCALED    
 JB1216* NAVD 88     -       151.321  (meters)     496.46   (feet)  ADJUSTED  
 JB1216  ___________________________________________________________________
 JB1216  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JB1216  DYNAMIC HT  -         151.224 (meters)     496.14  (feet)  COMP
 JB1216  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 JB1216
 JB1216  VERT ORDER  -  SECOND    CLASS 0
 JB1216
 JB1216.The horizontal coordinates were scaled from a topographic map and have
 JB1216.an estimated accuracy of +/- 6 seconds.
 JB1216
 JB1216.The orthometric height was determined by differential leveling
 JB1216.and adjusted by the National Geodetic Survey in June 1991..
 JB1216
 JB1216.The geoid height was determined by GEOID03.
 JB1216
 JB1216.The dynamic height is computed by dividing the NAVD 88
 JB1216.geopotential number by the normal gravity value computed on the
 JB1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1216.degrees latitude (g = 980.6199 gals.).
 JB1216
 JB1216.The modeled gravity was interpolated from observed gravity values.
 JB1216
 JB1216;                    North         East    Units  Estimated Accuracy
 JB1216;SPC IL W     -   200,350.      720,140.      MT  (+/- 180 meters Scaled)
 JB1216
 JB1216                          SUPERSEDED SURVEY CONTROL
 JB1216
 JB1216  NGVD 29 (??/??/92)  151.447  (m)          496.87   (f) ADJ UNCH    2 0
 JB1216
 JB1216.Superseded values are not recommended for survey control.
 JB1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1216.See file dsdata.txt to determine how the superseded data were derived.
 JB1216
 JB1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH438622(NAD 83)
 JB1216_MARKER: DB = BENCH MARK DISK
 JB1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1216_STAMPING: C 100 1935
 JB1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1216+STABILITY: SURFACE MOTION
 JB1216
 JB1216  HISTORY     - Date     Condition        Report By
 JB1216  HISTORY     - 1935     MONUMENTED       CGS
 JB1216  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JB1216  HISTORY     - 20011115 MARK NOT FOUND   ILDT
 JB1216
 JB1216                          STATION DESCRIPTION
 JB1216
 JB1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1216'3.5 MI SE FROM BELLEVILLE.
 JB1216'3.5 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1216'STATION AT BELLEVILLE, ST. CLAIR COUNTY, 3 RAILS NORTH OF
 JB1216'MILEPOST E 18, 30 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 JB1216'TRACK, AND 4 FEET EAST OF A RIGHT-OF-WAY FENCE.  A STANDARD
 JB1216'DISK, STAMPED C 100 1935 AND SET IN THE TOP OF A CONCRETE POST
 JB1216'PROJECTING 4 INCHES ABOVE GROUND.
 JB1216
 JB1216                          STATION RECOVERY (1988)
 JB1216
 JB1216'RECOVERY NOTE BY US POWER SQUADRON 1988 (JWO)
 JB1216'MARK NOT FOUND.
 JB1216
 JB1216                          STATION RECOVERY (2001)
 JB1216
 JB1216'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2001 (CW)
 JB1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0862 ***********************************************************************
 KB0862  DESIGNATION -  C 102
 KB0862  PID         -  KB0862
 KB0862  STATE/COUNTY-  IL/MACOUPIN
 KB0862  USGS QUAD   -  ATWATER (1979)
 KB0862
 KB0862                         *CURRENT SURVEY CONTROL
 KB0862  ___________________________________________________________________
 KB0862* NAD 83(1986)-  39 16 45.     (N)    089 44 52.     (W)     SCALED    
 KB0862* NAVD 88     -       189.315  (meters)     621.11   (feet)  ADJUSTED  
 KB0862  ___________________________________________________________________
 KB0862  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KB0862  DYNAMIC HT  -         189.207 (meters)     620.76  (feet)  COMP
 KB0862  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 KB0862
 KB0862  VERT ORDER  -  SECOND    CLASS 0
 KB0862
 KB0862.The horizontal coordinates were scaled from a topographic map and have
 KB0862.an estimated accuracy of +/- 6 seconds.
 KB0862
 KB0862.The orthometric height was determined by differential leveling
 KB0862.and adjusted by the National Geodetic Survey in June 1991..
 KB0862
 KB0862.The geoid height was determined by GEOID03.
 KB0862
 KB0862.The dynamic height is computed by dividing the NAVD 88
 KB0862.geopotential number by the normal gravity value computed on the
 KB0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0862.degrees latitude (g = 980.6199 gals.).
 KB0862
 KB0862.The modeled gravity was interpolated from observed gravity values.
 KB0862
 KB0862;                    North         East    Units  Estimated Accuracy
 KB0862;SPC IL W     -   290,040.      736,140.      MT  (+/- 180 meters Scaled)
 KB0862
 KB0862                          SUPERSEDED SURVEY CONTROL
 KB0862
 KB0862  NGVD 29 (??/??/92)  189.449  (m)          621.55   (f) ADJ UNCH    2 0
 KB0862
 KB0862.Superseded values are not recommended for survey control.
 KB0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0862.See file dsdata.txt to determine how the superseded data were derived.
 KB0862
 KB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ629513(NAD 83)
 KB0862_MARKER: DB = BENCH MARK DISK
 KB0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0862_SP_SET: BRIDGE
 KB0862_STAMPING: C 102 1935
 KB0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0862
 KB0862  HISTORY     - Date     Condition        Report By
 KB0862  HISTORY     - 1935     MONUMENTED       CGS
 KB0862
 KB0862                          STATION DESCRIPTION
 KB0862
 KB0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0862'2.5 MI W FROM BARNETT.
 KB0862'IN MACOUPIN COUNTY, 2.5 MILES WEST ALONG STATE HIGHWAY 108 FROM
 KB0862'THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT
 KB0862'BARNETT, MONTGOMERY COUNTY, AT A BRIDGE, IN THE TOP OF THE WING
 KB0862'WALL, 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 KB0862'SOUTH OF THE RAILING.  A STANDARD DISK, STAMPED C 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0080 ***********************************************************************
 KC0080  DESIGNATION -  C 103
 KC0080  PID         -  KC0080
 KC0080  STATE/COUNTY-  IL/JERSEY
 KC0080  USGS QUAD   -  MEDORA (1983)
 KC0080
 KC0080                         *CURRENT SURVEY CONTROL
 KC0080  ___________________________________________________________________
 KC0080* NAD 83(1986)-  39 12 56.     (N)    090 09 46.     (W)     SCALED    
 KC0080* NAVD 88     -       167.120  (meters)     548.29   (feet)  ADJUSTED  
 KC0080  ___________________________________________________________________
 KC0080  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KC0080  DYNAMIC HT  -         167.026 (meters)     547.98  (feet)  COMP
 KC0080  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 KC0080
 KC0080  VERT ORDER  -  SECOND    CLASS 0
 KC0080
 KC0080.The horizontal coordinates were scaled from a topographic map and have
 KC0080.an estimated accuracy of +/- 6 seconds.
 KC0080
 KC0080.The orthometric height was determined by differential leveling
 KC0080.and adjusted by the National Geodetic Survey in June 1991..
 KC0080
 KC0080.The geoid height was determined by GEOID03.
 KC0080
 KC0080.The dynamic height is computed by dividing the NAVD 88
 KC0080.geopotential number by the normal gravity value computed on the
 KC0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0080.degrees latitude (g = 980.6199 gals.).
 KC0080
 KC0080.The modeled gravity was interpolated from observed gravity values.
 KC0080
 KC0080;                    North         East    Units  Estimated Accuracy
 KC0080;SPC IL W     -   282,900.      700,340.      MT  (+/- 180 meters Scaled)
 KC0080
 KC0080                          SUPERSEDED SURVEY CONTROL
 KC0080
 KC0080  NGVD 29 (??/??/92)  167.252  (m)          548.73   (f) ADJ UNCH    2 0
 KC0080
 KC0080.Superseded values are not recommended for survey control.
 KC0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0080.See file dsdata.txt to determine how the superseded data were derived.
 KC0080
 KC0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD449445(NAD 83)
 KC0080_MARKER: DB = BENCH MARK DISK
 KC0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0080_STAMPING: C 103 1935
 KC0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0080+STABILITY: SURFACE MOTION
 KC0080
 KC0080  HISTORY     - Date     Condition        Report By
 KC0080  HISTORY     - 1935     MONUMENTED       CGS
 KC0080  HISTORY     - 1979     MARK NOT FOUND   USGS
 KC0080
 KC0080                          STATION DESCRIPTION
 KC0080
 KC0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0080'AT KEMPER.
 KC0080'AT KEMPER, JERSEY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 KC0080'RAILROAD, ACROSS THE TRACK FROM THE STATION, 15 YARDS EAST OF
 KC0080'THE CENTERLINE OF THE TRACK, AND AT A FENCE LINE.  A STANDARD
 KC0080'DISK, STAMPED C 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0080
 KC0080                          STATION RECOVERY (1979)
 KC0080
 KC0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KC0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1244 ***********************************************************************
 JB1244  DESIGNATION -  C 105
 JB1244  PID         -  JB1244
 JB1244  STATE/COUNTY-  IL/RANDOLPH
 JB1244  USGS QUAD   -  EVANSVILLE (1982)
 JB1244
 JB1244                         *CURRENT SURVEY CONTROL
 JB1244  ___________________________________________________________________
 JB1244* NAD 83(1986)-  38 04 14.     (N)    089 57 15.     (W)     SCALED    
 JB1244* NAVD 88     -       124.859  (meters)     409.64   (feet)  ADJUSTED  
 JB1244  ___________________________________________________________________
 JB1244  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JB1244  DYNAMIC HT  -         124.775 (meters)     409.37  (feet)  COMP
 JB1244  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 JB1244
 JB1244  VERT ORDER  -  SECOND    CLASS 0
 JB1244
 JB1244.The horizontal coordinates were scaled from a topographic map and have
 JB1244.an estimated accuracy of +/- 6 seconds.
 JB1244
 JB1244.The orthometric height was determined by differential leveling
 JB1244.and adjusted by the National Geodetic Survey in June 1991..
 JB1244
 JB1244.The geoid height was determined by GEOID03.
 JB1244
 JB1244.The dynamic height is computed by dividing the NAVD 88
 JB1244.geopotential number by the normal gravity value computed on the
 JB1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1244.degrees latitude (g = 980.6199 gals.).
 JB1244
 JB1244.The modeled gravity was interpolated from observed gravity values.
 JB1244
 JB1244;                    North         East    Units  Estimated Accuracy
 JB1244;SPC IL W     -   155,820.      718,650.      MT  (+/- 180 meters Scaled)
 JB1244
 JB1244                          SUPERSEDED SURVEY CONTROL
 JB1244
 JB1244  NGVD 29 (??/??/92)  124.967  (m)          410.00   (f) ADJ UNCH    2 0
 JB1244
 JB1244.Superseded values are not recommended for survey control.
 JB1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1244.See file dsdata.txt to determine how the superseded data were derived.
 JB1244
 JB1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH408177(NAD 83)
 JB1244_MARKER: DB = BENCH MARK DISK
 JB1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1244_STAMPING: C 105 1935
 JB1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1244+STABILITY: SURFACE MOTION
 JB1244
 JB1244  HISTORY     - Date     Condition        Report By
 JB1244  HISTORY     - 1935     MONUMENTED       CGS
 JB1244  HISTORY     - 1969     GOOD             USGS
 JB1244
 JB1244                          STATION DESCRIPTION
 JB1244
 JB1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1244'1.5 MI S FROM EVANSVILLE.
 JB1244'1.5 MILES SOUTH ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE
 JB1244'STATION AT EVANSVILLE, RANDOLPH COUNTY, AT POLE 71+05, 95 FEET
 JB1244'SOUTH OF THE STATION SIGN CLARK, AND 45 FEET SOUTH OF THE
 JB1244'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 105 1935 AND
 JB1244'SET IN THE TOP OF A CONCRETE POST.
 JB1244
 JB1244                          STATION RECOVERY (1969)
 JB1244
 JB1244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JB1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0868 ***********************************************************************
 HB0868  DESIGNATION -  C 106
 HB0868  PID         -  HB0868
 HB0868  STATE/COUNTY-  IL/UNION
 HB0868  USGS QUAD   -  ANNA (1978)
 HB0868
 HB0868                         *CURRENT SURVEY CONTROL
 HB0868  ___________________________________________________________________
 HB0868* NAD 83(1986)-  37 26 58.     (N)    089 08 53.     (W)     SCALED    
 HB0868* NAVD 88     -       156.502  (meters)     513.46   (feet)  ADJUSTED  
 HB0868  ___________________________________________________________________
 HB0868  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0868  DYNAMIC HT  -         156.391 (meters)     513.09  (feet)  COMP
 HB0868  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 HB0868
 HB0868  VERT ORDER  -  SECOND    CLASS 0
 HB0868
 HB0868.The horizontal coordinates were scaled from a topographic map and have
 HB0868.an estimated accuracy of +/- 6 seconds.
 HB0868
 HB0868.The orthometric height was determined by differential leveling
 HB0868.and adjusted by the National Geodetic Survey in June 1991..
 HB0868
 HB0868.The geoid height was determined by GEOID03.
 HB0868
 HB0868.The dynamic height is computed by dividing the NAVD 88
 HB0868.geopotential number by the normal gravity value computed on the
 HB0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0868.degrees latitude (g = 980.6199 gals.).
 HB0868
 HB0868.The modeled gravity was interpolated from observed gravity values.
 HB0868
 HB0868;                    North         East    Units  Estimated Accuracy
 HB0868;SPC IL W     -    87,350.      790,130.      MT  (+/- 180 meters Scaled)
 HB0868
 HB0868                          SUPERSEDED SURVEY CONTROL
 HB0868
 HB0868  NGVD 29 (??/??/??)  156.530  (m)          513.55   (f) ADJUSTED    2 0
 HB0868
 HB0868.Superseded values are not recommended for survey control.
 HB0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0868.See file dsdata.txt to determine how the superseded data were derived.
 HB0868
 HB0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG099468(NAD 83)
 HB0868_MARKER: DB = BENCH MARK DISK
 HB0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0868_STAMPING: C 106 1935
 HB0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0868+STABILITY: SURFACE MOTION
 HB0868
 HB0868  HISTORY     - Date     Condition        Report By
 HB0868  HISTORY     - 1935     MONUMENTED       CGS
 HB0868  HISTORY     - 1978     GOOD             ILDT
 HB0868  HISTORY     - 20020604 MARK NOT FOUND   USACE
 HB0868
 HB0868                          STATION DESCRIPTION
 HB0868
 HB0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0868'5.7 MI E FROM ANNA.
 HB0868'5.7 MILES EAST ALONG STATE HIGHWAY 146 FROM THE ILLINOIS CENTRAL
 HB0868'RAILROAD STATION AT ANNA, UNION COUNTY, 125 FEET NORTH OF THE
 HB0868'W.R. STOBIE RESIDENCE, AT A ROAD INTERSECTION, 75 FEET WEST OF
 HB0868'THE ROAD, 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 HB0868'20 FEET NORTHWEST OF A HIGHWAY ROUTE MARKER.  A STANDARD DISK,
 HB0868'STAMPED C 106 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0868
 HB0868                          STATION RECOVERY (1978)
 HB0868
 HB0868'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0868'RECOVERED IN GOOD CONDITION.
 HB0868
 HB0868                          STATION RECOVERY (2002)
 HB0868
 HB0868'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0744 ***********************************************************************
 HB0744  DESIGNATION -  C 107
 HB0744  PID         -  HB0744
 HB0744  STATE/COUNTY-  IL/ALEXANDER
 HB0744  USGS QUAD   -  MC CLURE (1993)
 HB0744
 HB0744                         *CURRENT SURVEY CONTROL
 HB0744  ___________________________________________________________________
 HB0744* NAD 83(1986)-  37 19 09.     (N)    089 25 28.     (W)     SCALED    
 HB0744* NAVD 88     -       104.318  (meters)     342.25   (feet)  ADJUSTED  
 HB0744  ___________________________________________________________________
 HB0744  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB0744  DYNAMIC HT  -         104.244 (meters)     342.01  (feet)  COMP
 HB0744  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 HB0744
 HB0744  VERT ORDER  -  SECOND    CLASS 0
 HB0744
 HB0744.The horizontal coordinates were scaled from a topographic map and have
 HB0744.an estimated accuracy of +/- 6 seconds.
 HB0744
 HB0744.The orthometric height was determined by differential leveling
 HB0744.and adjusted by the National Geodetic Survey in June 1991..
 HB0744
 HB0744.The geoid height was determined by GEOID03.
 HB0744
 HB0744.The dynamic height is computed by dividing the NAVD 88
 HB0744.geopotential number by the normal gravity value computed on the
 HB0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0744.degrees latitude (g = 980.6199 gals.).
 HB0744
 HB0744.The modeled gravity was interpolated from observed gravity values.
 HB0744
 HB0744;                    North         East    Units  Estimated Accuracy
 HB0744;SPC IL W     -    72,670.      765,790.      MT  (+/- 180 meters Scaled)
 HB0744
 HB0744                          SUPERSEDED SURVEY CONTROL
 HB0744
 HB0744  NGVD 29 (??/??/??)  104.256  (m)          342.05   (f) ADJUSTED    2 0
 HB0744
 HB0744.Superseded values are not recommended for survey control.
 HB0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0744.See file dsdata.txt to determine how the superseded data were derived.
 HB0744
 HB0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG851330(NAD 83)
 HB0744_MARKER: DB = BENCH MARK DISK
 HB0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0744_STAMPING: C 107 1935
 HB0744_PROJECTION: FLUSH
 HB0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0744+STABILITY: SURFACE MOTION
 HB0744
 HB0744  HISTORY     - Date     Condition        Report By
 HB0744  HISTORY     - 1935     MONUMENTED       CGS
 HB0744  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB0744
 HB0744                          STATION DESCRIPTION
 HB0744
 HB0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0744'AT MC CLURE.
 HB0744'AT MC CLURE, ALEXANDER COUNTY, AT THE PUBLIC SCHOOL, 60 FEET
 HB0744'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, IN THE
 HB0744'SOUTHEAST CORNER OF THE SCHOOLYARD, 35 FEET NORTH OF THE CENTERLINE
 HB0744'OF THE ROAD, AND 3 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 HB0744'STAMPED C 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0744
 HB0744                          STATION RECOVERY (1981)
 HB0744
 HB0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0744'NOT RECOVERED, SCHOOL AND FENCE ARE NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0167 ***********************************************************************
 JB0167  DESIGNATION -  C 108
 JB0167  PID         -  JB0167
 JB0167  STATE/COUNTY-  IL/EDWARDS
 JB0167  USGS QUAD   -  ALBION SOUTH (1971)
 JB0167
 JB0167                         *CURRENT SURVEY CONTROL
 JB0167  ___________________________________________________________________
 JB0167* NAD 83(1986)-  38 22 11.     (N)    088 02 38.     (W)     SCALED    
 JB0167* NAVD 88     -       139.946  (meters)     459.14   (feet)  ADJUSTED  
 JB0167  ___________________________________________________________________
 JB0167  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JB0167  DYNAMIC HT  -         139.857 (meters)     458.85  (feet)  COMP
 JB0167  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 JB0167
 JB0167  VERT ORDER  -  SECOND    CLASS 0
 JB0167
 JB0167.The horizontal coordinates were scaled from a topographic map and have
 JB0167.an estimated accuracy of +/- 6 seconds.
 JB0167
 JB0167.The orthometric height was determined by differential leveling
 JB0167.and adjusted by the National Geodetic Survey in June 1991..
 JB0167
 JB0167.The geoid height was determined by GEOID03.
 JB0167
 JB0167.The dynamic height is computed by dividing the NAVD 88
 JB0167.geopotential number by the normal gravity value computed on the
 JB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0167.degrees latitude (g = 980.6199 gals.).
 JB0167
 JB0167.The modeled gravity was interpolated from observed gravity values.
 JB0167
 JB0167;                    North         East    Units  Estimated Accuracy
 JB0167;SPC IL E     -   189,050.      325,290.      MT  (+/- 180 meters Scaled)
 JB0167
 JB0167                          SUPERSEDED SURVEY CONTROL
 JB0167
 JB0167  NGVD 29 (??/??/92)  140.073  (m)          459.56   (f) ADJ UNCH    2 0
 JB0167
 JB0167.Superseded values are not recommended for survey control.
 JB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0167.See file dsdata.txt to determine how the superseded data were derived.
 JB0167
 JB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH088473(NAD 83)
 JB0167_MARKER: DB = BENCH MARK DISK
 JB0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0167_STAMPING: C 108 1935
 JB0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0167+STABILITY: SURFACE MOTION
 JB0167
 JB0167  HISTORY     - Date     Condition        Report By
 JB0167  HISTORY     - 1935     MONUMENTED       CGS
 JB0167  HISTORY     - 1971     MARK NOT FOUND   USGS
 JB0167
 JB0167                          STATION DESCRIPTION
 JB0167
 JB0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0167'0.8 MI E FROM ALBION.
 JB0167'0.8 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JB0167'ALBION, EDWARDS COUNTY, 7-1/2 RAILS WEST OF MILEPOST 135, AND 30
 JB0167'FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED C 108 1935
 JB0167'AND SET IN THE TOP OF A CONCRETE POST.
 JB0167
 JB0167                          STATION RECOVERY (1971)
 JB0167
 JB0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JB0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0355 ***********************************************************************
 JB0355  DESIGNATION -  C 109
 JB0355  PID         -  JB0355
 JB0355  STATE/COUNTY-  IL/JEFFERSON
 JB0355  USGS QUAD   -  OPDYKE (1978)
 JB0355
 JB0355                         *CURRENT SURVEY CONTROL
 JB0355  ___________________________________________________________________
 JB0355* NAD 83(1986)-  38 19 10.     (N)    088 47 36.     (W)     SCALED    
 JB0355* NAVD 88     -       158.308  (meters)     519.38   (feet)  ADJUSTED  
 JB0355  ___________________________________________________________________
 JB0355  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 JB0355  DYNAMIC HT  -         158.206 (meters)     519.05  (feet)  COMP
 JB0355  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 JB0355
 JB0355  VERT ORDER  -  SECOND    CLASS 0
 JB0355
 JB0355.The horizontal coordinates were scaled from a topographic map and have
 JB0355.an estimated accuracy of +/- 6 seconds.
 JB0355
 JB0355.The orthometric height was determined by differential leveling
 JB0355.and adjusted by the National Geodetic Survey in June 1991..
 JB0355
 JB0355.The geoid height was determined by GEOID03.
 JB0355
 JB0355.The dynamic height is computed by dividing the NAVD 88
 JB0355.geopotential number by the normal gravity value computed on the
 JB0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0355.degrees latitude (g = 980.6199 gals.).
 JB0355
 JB0355.The modeled gravity was interpolated from observed gravity values.
 JB0355
 JB0355;                    North         East    Units  Estimated Accuracy
 JB0355;SPC IL E     -   183,530.      259,770.      MT  (+/- 180 meters Scaled)
 JB0355
 JB0355                          SUPERSEDED SURVEY CONTROL
 JB0355
 JB0355  NGVD 29 (??/??/92)  158.407  (m)          519.71   (f) ADJ UNCH    2 0
 JB0355
 JB0355.Superseded values are not recommended for survey control.
 JB0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0355.See file dsdata.txt to determine how the superseded data were derived.
 JB0355
 JB0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH432427(NAD 83)
 JB0355_MARKER: DB = BENCH MARK DISK
 JB0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0355_STAMPING: C 109 1935
 JB0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0355+STABILITY: SURFACE MOTION
 JB0355
 JB0355  HISTORY     - Date     Condition        Report By
 JB0355  HISTORY     - 1935     MONUMENTED       CGS
 JB0355  HISTORY     - 1938     GOOD             NGS
 JB0355
 JB0355                          STATION DESCRIPTION
 JB0355
 JB0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JB0355'AT MARLOW.
 JB0355'AT MARLOW, JEFFERSON COUNTY, AT THE SOUTHERN RAILWAY STATION, 40
 JB0355'FEET EAST OF A CROSS ROAD, 18 FEET EAST OF THE NORTH POST WHICH
 JB0355'HOLDS ONE END OF A SIGN MARLOW, 16 FEET NORTH OF THE NORTH RAIL
 JB0355'OF THE MAIN TRACK, AND ONE FOOT NORTH OF THE CINDER PLATFORM.  A
 JB0355'STANDARD DISK, STAMPED C 109 1935 AND SET IN THE TOP OF A
 JB0355'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0841 ***********************************************************************
 HB0841  DESIGNATION -  C 11
 HB0841  PID         -  HB0841
 HB0841  STATE/COUNTY-  IL/ALEXANDER
 HB0841  USGS QUAD   -  CAIRO (1993)
 HB0841
 HB0841                         *CURRENT SURVEY CONTROL
 HB0841  ___________________________________________________________________
 HB0841* NAD 83(1986)-  37 05 17.     (N)    089 11 58.     (W)     SCALED    
 HB0841* NAVD 88     -       101.040  (meters)     331.50   (feet)  ADJUSTED  
 HB0841  ___________________________________________________________________
 HB0841  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0841  DYNAMIC HT  -         100.966 (meters)     331.25  (feet)  COMP
 HB0841  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 HB0841
 HB0841  VERT ORDER  -  FIRST     CLASS I
 HB0841
 HB0841.The horizontal coordinates were scaled from a topographic map and have
 HB0841.an estimated accuracy of +/- 6 seconds.
 HB0841
 HB0841.The orthometric height was determined by differential leveling
 HB0841.and adjusted by the National Geodetic Survey in June 1991..
 HB0841.WARNING-Repeat measurements at this control monument indicate possible
 HB0841.vertical movement.
 HB0841
 HB0841.The geoid height was determined by GEOID03.
 HB0841
 HB0841.The dynamic height is computed by dividing the NAVD 88
 HB0841.geopotential number by the normal gravity value computed on the
 HB0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0841.degrees latitude (g = 980.6199 gals.).
 HB0841
 HB0841.The modeled gravity was interpolated from observed gravity values.
 HB0841
 HB0841;                    North         East    Units  Estimated Accuracy
 HB0841;SPC IL W     -    47,200.      785,990.      MT  (+/- 180 meters Scaled)
 HB0841
 HB0841                          SUPERSEDED SURVEY CONTROL
 HB0841
 HB0841  NGVD 29 (??/??/??)  100.944  (m)          331.18   (f) ADJUSTED    1 1
 HB0841
 HB0841.Superseded values are not recommended for survey control.
 HB0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0841.See file dsdata.txt to determine how the superseded data were derived.
 HB0841
 HB0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG045069(NAD 83)
 HB0841_MARKER: DD = SURVEY DISK
 HB0841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0841_SP_SET: RABUTMENT OF RAILROAD BRIDGE
 HB0841_STAMPING: C 11 1922
 HB0841_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0841+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 HB0841
 HB0841  HISTORY     - Date     Condition        Report By
 HB0841  HISTORY     - 1922     MONUMENTED       USGS
 HB0841  HISTORY     - 1969     GOOD             CGS
 HB0841  HISTORY     - 20000920 GOOD             USE
 HB0841
 HB0841                          STATION DESCRIPTION
 HB0841
 HB0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0841'1.8 MI S FROM MOUNDS.
 HB0841'ABOUT 1.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0841'THE STATION AT MOUNDS, 12 RAILS SOUTH OF MILEPOST 358, 7 FEET
 HB0841'EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF THE
 HB0841'EAST END OF THE SOUTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER
 HB0841'THE CACHE RIVER, 2.6 FEET EAST OF THE SOUTH END OF THE EAST
 HB0841'METAL GUARD RAIL ON THE BRIDGE, AND ABOUT 2 FEET BELOW THE LEVEL
 HB0841'OF THE TRACK.  SEC 27, T 16 S, R 1 W.  NOTE-- ABOUT 1 INCH OF THE
 HB0841'DISK IS NOW COVERED BY A WOODEN BEAM WHICH IS ON THE TOP OF THE
 HB0841'ABUTMENT.
 HB0841
 HB0841                          STATION RECOVERY (2000)
 HB0841
 HB0841'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 HB0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3242 ***********************************************************************
 ME3242  DESIGNATION -  C 11
 ME3242  PID         -  ME3242
 ME3242  STATE/COUNTY-  IL/COOK
 ME3242  USGS QUAD   -  JACKSON PARK (1993)
 ME3242
 ME3242                         *CURRENT SURVEY CONTROL
 ME3242  ___________________________________________________________________
 ME3242* NAD 83(1997)-  41 52 10.11465(N)    087 37 00.46096(W)     ADJUSTED  
 ME3242* NAVD 88     -       182.4    (meters)     598.     (feet)  VERTCON   
 ME3242  ___________________________________________________________________
 ME3242  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ME3242  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME3242
 ME3242  HORZ ORDER  -  SECOND
 ME3242
 ME3242.The horizontal coordinates were established by classical geodetic methods
 ME3242.and adjusted by the National Geodetic Survey in October 1999..
 ME3242
 ME3242.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3242
 ME3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3242
 ME3242.The geoid height was determined by GEOID03.
 ME3242
 ME3242;                    North         East     Units Scale Factor Converg.
 ME3242;SPC IL E     -   577,853.708   359,485.619   MT  1.00001853   +0 28 41.7
 ME3242;SPC IL E     - 1,895,841.71  1,179,412.40   sFT  1.00001853   +0 28 41.7
 ME3242;UTM  16      - 4,635,468.381   448,814.164   MT  0.99963224   -0 24 42.0
 ME3242
 ME3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3242!SPC IL E     -   0.99997664  x   1.00001853  =   0.99999517
 ME3242!UTM  16      -   0.99997664  x   0.99963224  =   0.99960889
 ME3242
 ME3242:                Primary Azimuth Mark                     Grid Az
 ME3242:SPC IL E     -  CHICAGO SEARS W TV TWR                   302 29 06.8
 ME3242:UTM  16      -  CHICAGO SEARS W TV TWR                   303 22 30.5
 ME3242
 ME3242|---------------------------------------------------------------------|
 ME3242| PID    Reference Object                     Distance      Geod. Az  |
 ME3242|                                                           dddmmss.s |
 ME3242| ME3255 CHICAGO SEARS W TV TWR              APPROX. 1.9 KM 3025748.5 |
 ME3242| ME3241 C 10                                APPROX. 1.2 KM 3585854.3 |
 ME3242|---------------------------------------------------------------------|
 ME3242
 ME3242                          SUPERSEDED SURVEY CONTROL
 ME3242
 ME3242  NAD 83(1997)-  41 52 10.11486(N)    087 37 00.46136(W) AD(       ) 2
 ME3242  NAD 83(1997)-  41 52 10.11926(N)    087 37 00.47296(W) AD(       ) 2
 ME3242  NAD 83(1986)-  41 52 10.11906(N)    087 37 00.47175(W) AD(       ) 2
 ME3242  NGVD 29 (08/23/90)  182.5    (m)          599.     (f) VERT ANG       
 ME3242
 ME3242.Superseded values are not recommended for survey control.
 ME3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3242.See file dsdata.txt to determine how the superseded data were derived.
 ME3242
 ME3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4881435468(NAD 83)
 ME3242_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3242_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3242+WITH SETTING: PAVEMENT
 ME3242_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3242+STABILITY: SURFACE MOTION
 ME3242
 ME3242  HISTORY     - Date     Condition        Report By
 ME3242  HISTORY     - 1983     MONUMENTED       IL1670
 ME3242
 ME3242                          STATION DESCRIPTION
 ME3242
 ME3242'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3242'THE STATION IS IN DOWNTOWN CHICAGO, ALONG THE EAST SIDE OF LAKE
 ME3242'SHORE DRIVE, ABOUT 0.15 KM (0.1 MILE) NORTH OF THE FIELD MUSEUM OF
 ME3242'NATURAL HISTORY IN THE EAST EDGE OF A CONCRETE SIDEWALK, JUST NORTH
 ME3242'OF CURVE TO THE EAST IN SIDEWALK.
 ME3242'
 ME3242'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3242'
 ME3242'THE STATION IS A STANDARD COC DISK STAMPED---C11 1983---CEMENTED IN
 ME3242'A DRILL HOLE IN CONCRETE SIDEWALK.  IT IS 18.2 M (59.7 FT)
 ME3242'NORTH-NORTHEAST OF A LIGHT POLE, 7.25 M (23.8 FT) EAST OF THE EAST
 ME3242'EDGE OF LAKE SHORE DRIVE AND 0.32 M (1.0 FT) WEST OF THE EAST EDGE
 ME3242'OF THE SIDEWALK.
 ME3242'
 ME3242'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0352 ***********************************************************************
 HB0352  DESIGNATION -  C 111
 HB0352  PID         -  HB0352
 HB0352  STATE/COUNTY-  IL/JOHNSON
 HB0352  USGS QUAD   -  BLOOMFIELD (1990)
 HB0352
 HB0352                         *CURRENT SURVEY CONTROL
 HB0352  ___________________________________________________________________
 HB0352* NAD 83(1986)-  37 26 01.     (N)    088 45 52.     (W)     SCALED    
 HB0352* NAVD 88     -       111.117  (meters)     364.56   (feet)  ADJUSTED  
 HB0352  ___________________________________________________________________
 HB0352  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HB0352  DYNAMIC HT  -         111.038 (meters)     364.30  (feet)  COMP
 HB0352  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 HB0352
 HB0352  VERT ORDER  -  SECOND    CLASS 0
 HB0352
 HB0352.The horizontal coordinates were scaled from a topographic map and have
 HB0352.an estimated accuracy of +/- 6 seconds.
 HB0352
 HB0352.The orthometric height was determined by differential leveling
 HB0352.and adjusted by the National Geodetic Survey in June 1991..
 HB0352
 HB0352.The geoid height was determined by GEOID03.
 HB0352
 HB0352.The dynamic height is computed by dividing the NAVD 88
 HB0352.geopotential number by the normal gravity value computed on the
 HB0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0352.degrees latitude (g = 980.6199 gals.).
 HB0352
 HB0352.The modeled gravity was interpolated from observed gravity values.
 HB0352
 HB0352;                    North         East    Units  Estimated Accuracy
 HB0352;SPC IL E     -    85,200.      261,850.      MT  (+/- 180 meters Scaled)
 HB0352
 HB0352                          SUPERSEDED SURVEY CONTROL
 HB0352
 HB0352  NGVD 29 (??/??/??)  111.200  (m)          364.83   (f) ADJUSTED    2 0
 HB0352
 HB0352.Superseded values are not recommended for survey control.
 HB0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0352.See file dsdata.txt to determine how the superseded data were derived.
 HB0352
 HB0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG438444(NAD 83)
 HB0352_MARKER: DB = BENCH MARK DISK
 HB0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0352_STAMPING: C 111 1935
 HB0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0352+STABILITY: SURFACE MOTION
 HB0352
 HB0352  HISTORY     - Date     Condition        Report By
 HB0352  HISTORY     - 1935     MONUMENTED       CGS
 HB0352
 HB0352                          STATION DESCRIPTION
 HB0352
 HB0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0352'2.4 MI S FROM SIMPSON.
 HB0352'2.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0352'STATION AT SIMPSON, JOHNSON COUNTY, AT MILEPOST B 27, 14 YARDS
 HB0352'NORTH OF A ROAD CROSSING, AT A SMALL SAWMILL, AND 6 YARDS EAST
 HB0352'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C
 HB0352'111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0321 ***********************************************************************
 HB0321  DESIGNATION -  C 112
 HB0321  PID         -  HB0321
 HB0321  STATE/COUNTY-  IL/MASSAC
 HB0321  USGS QUAD   -  METROPOLIS (1996)
 HB0321
 HB0321                         *CURRENT SURVEY CONTROL
 HB0321  ___________________________________________________________________
 HB0321* NAD 83(1986)-  37 09 38.     (N)    088 39 44.     (W)     SCALED    
 HB0321* NAVD 88     -       106.969  (meters)     350.95   (feet)  ADJUSTED  
 HB0321  ___________________________________________________________________
 HB0321  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HB0321  DYNAMIC HT  -         106.891 (meters)     350.69  (feet)  COMP
 HB0321  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 HB0321
 HB0321  VERT ORDER  -  SECOND    CLASS 0
 HB0321
 HB0321.The horizontal coordinates were scaled from a topographic map and have
 HB0321.an estimated accuracy of +/- 6 seconds.
 HB0321
 HB0321.The orthometric height was determined by differential leveling
 HB0321.and adjusted by the National Geodetic Survey in June 1991..
 HB0321
 HB0321.The geoid height was determined by GEOID03.
 HB0321
 HB0321.The dynamic height is computed by dividing the NAVD 88
 HB0321.geopotential number by the normal gravity value computed on the
 HB0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0321.degrees latitude (g = 980.6199 gals.).
 HB0321
 HB0321.The modeled gravity was interpolated from observed gravity values.
 HB0321
 HB0321;                    North         East    Units  Estimated Accuracy
 HB0321;SPC IL E     -    54,860.      270,790.      MT  (+/- 180 meters Scaled)
 HB0321
 HB0321                          SUPERSEDED SURVEY CONTROL
 HB0321
 HB0321  NGVD 29 (??/??/??)  107.003  (m)          351.06   (f) ADJUSTED    2 0
 HB0321
 HB0321.Superseded values are not recommended for survey control.
 HB0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0321.See file dsdata.txt to determine how the superseded data were derived.
 HB0321
 HB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG524139(NAD 83)
 HB0321_MARKER: DB = BENCH MARK DISK
 HB0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0321_STAMPING: C 112 1935
 HB0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0321+STABILITY: SURFACE MOTION
 HB0321
 HB0321  HISTORY     - Date     Condition        Report By
 HB0321  HISTORY     - 1935     MONUMENTED       CGS
 HB0321
 HB0321                          STATION DESCRIPTION
 HB0321
 HB0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0321'3.6 MI E FROM METROPOLIS.
 HB0321'3.6 MILES EAST ALONG U.S. HIGHWAY 45 FROM THE EAST CITY LIMITS
 HB0321'AT METROPOLIS, MASSAC COUNTY, ACROSS THE HIGHWAY FROM A FARMHOUSE,
 HB0321'10 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2-1/2
 HB0321'YARDS WEST OF A RIGHT-OF-WAY POST.  A STANDARD DISK, STAMPED
 HB0321'C 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0840 ***********************************************************************
 KB0840  DESIGNATION -  C 113
 KB0840  PID         -  KB0840
 KB0840  STATE/COUNTY-  IL/MONTGOMERY
 KB0840  USGS QUAD   -  SORENTO NORTH (1974)
 KB0840
 KB0840                         *CURRENT SURVEY CONTROL
 KB0840  ___________________________________________________________________
 KB0840* NAD 83(1986)-  39 02 54.     (N)    089 36 51.     (W)     SCALED    
 KB0840* NAVD 88     -       187.302  (meters)     614.51   (feet)  ADJUSTED  
 KB0840  ___________________________________________________________________
 KB0840  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KB0840  DYNAMIC HT  -         187.192 (meters)     614.15  (feet)  COMP
 KB0840  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 KB0840
 KB0840  VERT ORDER  -  SECOND    CLASS 0
 KB0840
 KB0840.The horizontal coordinates were scaled from a topographic map and have
 KB0840.an estimated accuracy of +/- 6 seconds.
 KB0840
 KB0840.The orthometric height was determined by differential leveling
 KB0840.and adjusted by the National Geodetic Survey in June 1991..
 KB0840
 KB0840.The geoid height was determined by GEOID03.
 KB0840
 KB0840.The dynamic height is computed by dividing the NAVD 88
 KB0840.geopotential number by the normal gravity value computed on the
 KB0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0840.degrees latitude (g = 980.6199 gals.).
 KB0840
 KB0840.The modeled gravity was interpolated from observed gravity values.
 KB0840
 KB0840;                    North         East    Units  Estimated Accuracy
 KB0840;SPC IL W     -   264,480.      747,830.      MT  (+/- 180 meters Scaled)
 KB0840
 KB0840                          SUPERSEDED SURVEY CONTROL
 KB0840
 KB0840  NGVD 29 (??/??/92)  187.432  (m)          614.93   (f) ADJ UNCH    2 0
 KB0840
 KB0840.Superseded values are not recommended for survey control.
 KB0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0840.See file dsdata.txt to determine how the superseded data were derived.
 KB0840
 KB0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ737253(NAD 83)
 KB0840_MARKER: DB = BENCH MARK DISK
 KB0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0840_SP_SET: BRIDGE
 KB0840_STAMPING: C 113 1935
 KB0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0840
 KB0840  HISTORY     - Date     Condition        Report By
 KB0840  HISTORY     - 1935     MONUMENTED       CGS
 KB0840
 KB0840                          STATION DESCRIPTION
 KB0840
 KB0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0840'4.1 MI NW FROM SORENTO.
 KB0840'IN MONTGOMERY COUNTY, 4.1 MILES NORTHWEST ALONG THE CHICAGO,
 KB0840'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT SORENTO, BOND
 KB0840'COUNTY, AT THE SOUTHEAST CORNER OF BRIDGE NO. 73.80 OVER THE
 KB0840'NEW YORK, CHICAGO AND ST. LOUIS RAILROAD TRACK, IN THE CENTER
 KB0840'OF THE TOP OF THE SOUTHEAST WING WALL, AND 3 FEET EAST OF THE
 KB0840'EAST TRACK.  A STANDARD DISK, STAMPED C 113 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0035 ***********************************************************************
 JC0035  DESIGNATION -  C 114
 JC0035  PID         -  JC0035
 JC0035  STATE/COUNTY-  IL/ST CLAIR
 JC0035  USGS QUAD   -  CAHOKIA (1993)
 JC0035
 JC0035                         *CURRENT SURVEY CONTROL
 JC0035  ___________________________________________________________________
 JC0035* NAD 83(1986)-  38 37 26.     (N)    090 09 22.     (W)     SCALED    
 JC0035* NAVD 88     -       127.072  (meters)     416.90   (feet)  ADJUSTED  
 JC0035  ___________________________________________________________________
 JC0035  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JC0035  DYNAMIC HT  -         126.992 (meters)     416.64  (feet)  COMP
 JC0035  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JC0035
 JC0035  VERT ORDER  -  FIRST     CLASS I
 JC0035
 JC0035.The horizontal coordinates were scaled from a topographic map and have
 JC0035.an estimated accuracy of +/- 6 seconds.
 JC0035
 JC0035.The orthometric height was determined by differential leveling
 JC0035.and adjusted by the National Geodetic Survey in June 1991..
 JC0035.WARNING-Repeat measurements at this control monument indicate possible
 JC0035.vertical movement.
 JC0035
 JC0035.The geoid height was determined by GEOID03.
 JC0035
 JC0035.The dynamic height is computed by dividing the NAVD 88
 JC0035.geopotential number by the normal gravity value computed on the
 JC0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0035.degrees latitude (g = 980.6199 gals.).
 JC0035
 JC0035.The modeled gravity was interpolated from observed gravity values.
 JC0035
 JC0035;                    North         East    Units  Estimated Accuracy
 JC0035;SPC IL W     -   217,220.      700,920.      MT  (+/- 180 meters Scaled)
 JC0035
 JC0035                          SUPERSEDED SURVEY CONTROL
 JC0035
 JC0035  NGVD 29 (??/??/92)  127.186  (m)          417.28   (f) ADJ UNCH    1 1
 JC0035
 JC0035.Superseded values are not recommended for survey control.
 JC0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0035.See file dsdata.txt to determine how the superseded data were derived.
 JC0035
 JC0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC475788(NAD 83)
 JC0035_MARKER: DB = BENCH MARK DISK
 JC0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0035_STAMPING: C 114 1935
 JC0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0035+STABILITY: SURFACE MOTION
 JC0035
 JC0035  HISTORY     - Date     Condition        Report By
 JC0035  HISTORY     - 1935     MONUMENTED       CGS
 JC0035  HISTORY     - 1969     GOOD             NGS
 JC0035
 JC0035                          STATION DESCRIPTION
 JC0035
 JC0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0035'AT EAST ST LOUIS.
 JC0035'AT EAST ST. LOUIS, AT THE SOUTH CORNER OF THE INTERSECTION OF
 JC0035'MISSOURI AVENUE AND 7 TH STREET, ON THE LAWN OF THE OLD POST
 JC0035'OFFICE BUILDING, 71.9 FEET NORTH OF THE NORTH CORNER OF THE OLD
 JC0035'POST OFFICE BUILDING, 18 FEET SOUTHWEST OF THE SOUTHWEST CURB
 JC0035'OF MISSOURI AVENUE, 12.6 FEET SOUTHEAST OF THE SOUTHEAST CURB
 JC0035'OF 7 TH STREET, 3.7 FEET SOUTH OF THE INSIDE CORNER OF THE
 JC0035'JUNCTION OF TWO SIDEWALKS, 1/2 FOOT ABOVE THE LEVEL OF THE
 JC0035'SIDEWALK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JC0035'GROUND.  NOTE-- LEVELING IN 1969 INDICATES MARK HAS LOWERED
 JC0035'ABOUT 5 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0101 ***********************************************************************
 JC0101  DESIGNATION -  C 115
 JC0101  PID         -  JC0101
 JC0101  STATE/COUNTY-  IL/ST CLAIR
 JC0101  USGS QUAD   -  CAHOKIA (1993)
 JC0101
 JC0101                         *CURRENT SURVEY CONTROL
 JC0101  ___________________________________________________________________
 JC0101* NAD 83(1986)-  38 31 07.     (N)    090 12 39.     (W)     SCALED    
 JC0101* NAVD 88     -       126.777  (meters)     415.93   (feet)  ADJUSTED  
 JC0101  ___________________________________________________________________
 JC0101  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JC0101  DYNAMIC HT  -         126.697 (meters)     415.67  (feet)  COMP
 JC0101  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JC0101
 JC0101  VERT ORDER  -  SECOND    CLASS 0
 JC0101
 JC0101.The horizontal coordinates were scaled from a topographic map and have
 JC0101.an estimated accuracy of +/- 6 seconds.
 JC0101
 JC0101.The orthometric height was determined by differential leveling
 JC0101.and adjusted by the National Geodetic Survey in June 1991..
 JC0101
 JC0101.The geoid height was determined by GEOID03.
 JC0101
 JC0101.The dynamic height is computed by dividing the NAVD 88
 JC0101.geopotential number by the normal gravity value computed on the
 JC0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0101.degrees latitude (g = 980.6199 gals.).
 JC0101
 JC0101.The modeled gravity was interpolated from observed gravity values.
 JC0101
 JC0101;                    North         East    Units  Estimated Accuracy
 JC0101;SPC IL W     -   205,530.      696,150.      MT  (+/- 180 meters Scaled)
 JC0101
 JC0101                          SUPERSEDED SURVEY CONTROL
 JC0101
 JC0101  NGVD 29 (??/??/92)  126.923  (m)          416.41   (f) ADJ UNCH    2 0
 JC0101
 JC0101.Superseded values are not recommended for survey control.
 JC0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0101.See file dsdata.txt to determine how the superseded data were derived.
 JC0101
 JC0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC431670(NAD 83)
 JC0101_MARKER: DB = BENCH MARK DISK
 JC0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0101_STAMPING: C 115 1935
 JC0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0101+STABILITY: SURFACE MOTION
 JC0101
 JC0101  HISTORY     - Date     Condition        Report By
 JC0101  HISTORY     - 1935     MONUMENTED       CGS
 JC0101
 JC0101                          STATION DESCRIPTION
 JC0101
 JC0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0101'AT DUPO.
 JC0101'AT DUPO, ST. CLAIR COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 100
 JC0101'FEET SOUTH OF THE STATION, AT POLE 6/04, AND 25 FEET EAST OF
 JC0101'THE CENTERLINE OF THE NORTH-BOUND MAIN TRACK.  A STANDARD DISK,
 JC0101'STAMPED C 115 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JC0101'ONE INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0846 ***********************************************************************
 HB0846  DESIGNATION -  C 116
 HB0846  PID         -  HB0846
 HB0846  STATE/COUNTY-  IL/ALEXANDER
 HB0846  USGS QUAD   -  CAIRO (1993)
 HB0846
 HB0846                         *CURRENT SURVEY CONTROL
 HB0846  ___________________________________________________________________
 HB0846* NAD 83(1986)-  37 02 27.     (N)    089 11 50.     (W)     SCALED    
 HB0846* NAVD 88     -        95.642  (meters)     313.79   (feet)  ADJUSTED  
 HB0846  ___________________________________________________________________
 HB0846  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0846  DYNAMIC HT  -          95.571 (meters)     313.55  (feet)  COMP
 HB0846  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 HB0846
 HB0846  VERT ORDER  -  FIRST     CLASS II
 HB0846
 HB0846.The horizontal coordinates were scaled from a topographic map and have
 HB0846.an estimated accuracy of +/- 6 seconds.
 HB0846
 HB0846.The orthometric height was determined by differential leveling
 HB0846.and adjusted by the National Geodetic Survey in June 1991..
 HB0846.WARNING-Repeat measurements at this control monument indicate possible
 HB0846.vertical movement.
 HB0846
 HB0846.The geoid height was determined by GEOID03.
 HB0846
 HB0846.The dynamic height is computed by dividing the NAVD 88
 HB0846.geopotential number by the normal gravity value computed on the
 HB0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0846.degrees latitude (g = 980.6199 gals.).
 HB0846
 HB0846.The modeled gravity was interpolated from observed gravity values.
 HB0846
 HB0846;                    North         East    Units  Estimated Accuracy
 HB0846;SPC IL W     -    41,960.      786,240.      MT  (+/- 180 meters Scaled)
 HB0846
 HB0846                          SUPERSEDED SURVEY CONTROL
 HB0846
 HB0846  NGVD 29 (??/??/??)   95.534  (m)          313.43   (f) ADJUSTED    1 2
 HB0846
 HB0846.Superseded values are not recommended for survey control.
 HB0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0846.See file dsdata.txt to determine how the superseded data were derived.
 HB0846
 HB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG045016(NAD 83)
 HB0846_MARKER: DB = BENCH MARK DISK
 HB0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0846_STAMPING: C 116 1935
 HB0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0846+STABILITY: SURFACE MOTION
 HB0846
 HB0846  HISTORY     - Date     Condition        Report By
 HB0846  HISTORY     - 1935     MONUMENTED       CGS
 HB0846  HISTORY     - 1969     GOOD             CGS
 HB0846  HISTORY     - 20020830 MARK NOT FOUND   USACE
 HB0846
 HB0846                          STATION DESCRIPTION
 HB0846
 HB0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0846'3.5 MI NW FROM CAIRO.
 HB0846'ABOUT 2.9 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0846'AND COURTHOUSE AT CAIRO, THENCE 0.6 MILE WEST ALONG STATE
 HB0846'HIGHWAY 3, 51 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 85
 HB0846'FEET NORTH AND ACROSS THE HIGHWAY FROM A POWER POLE WHICH IS
 HB0846'BRACED BY A GUY WIRE, 76 1/2 FEET WEST-NORTHWEST OF A 26-INCH
 HB0846'ELM TREE, 1.7 FEET SOUTH OF THE SOUTHEAST CORNER OF A BARN, AND
 HB0846'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 HB0846'OF THE GROUND.
 HB0846
 HB0846                          STATION RECOVERY (2002)
 HB0846
 HB0846'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0846'AREA NOW IN CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0682 ***********************************************************************
 HB0682  DESIGNATION -  C 119
 HB0682  PID         -  HB0682
 HB0682  STATE/COUNTY-  IL/JACKSON
 HB0682  USGS QUAD   -  GORHAM (1994)
 HB0682
 HB0682                         *CURRENT SURVEY CONTROL
 HB0682  ___________________________________________________________________
 HB0682* NAD 83(1986)-  37 44 26.     (N)    089 26 35.     (W)     SCALED    
 HB0682* NAVD 88     -       112.083  (meters)     367.73   (feet)  ADJUSTED  
 HB0682  ___________________________________________________________________
 HB0682  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HB0682  DYNAMIC HT  -         112.004 (meters)     367.47  (feet)  COMP
 HB0682  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 HB0682
 HB0682  VERT ORDER  -  FIRST     CLASS II
 HB0682
 HB0682.The horizontal coordinates were scaled from a topographic map and have
 HB0682.an estimated accuracy of +/- 6 seconds.
 HB0682
 HB0682.The orthometric height was determined by differential leveling
 HB0682.and adjusted by the National Geodetic Survey in June 1991..
 HB0682
 HB0682.The geoid height was determined by GEOID03.
 HB0682
 HB0682.The dynamic height is computed by dividing the NAVD 88
 HB0682.geopotential number by the normal gravity value computed on the
 HB0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0682.degrees latitude (g = 980.6199 gals.).
 HB0682
 HB0682.The modeled gravity was interpolated from observed gravity values.
 HB0682
 HB0682;                    North         East    Units  Estimated Accuracy
 HB0682;SPC IL W     -   119,420.      763,780.      MT  (+/- 180 meters Scaled)
 HB0682
 HB0682                          SUPERSEDED SURVEY CONTROL
 HB0682
 HB0682  NGVD 29 (??/??/??)  112.182  (m)          368.05   (f) ADJUSTED    1 2
 HB0682
 HB0682.Superseded values are not recommended for survey control.
 HB0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0682.See file dsdata.txt to determine how the superseded data were derived.
 HB0682
 HB0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG847798(NAD 83)
 HB0682_MARKER: DB = BENCH MARK DISK
 HB0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0682_STAMPING: C 119 1935
 HB0682_PROJECTION: RECESSED 10 CENTIMETERS
 HB0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0682+STABILITY: SURFACE MOTION
 HB0682
 HB0682  HISTORY     - Date     Condition        Report By
 HB0682  HISTORY     - 1935     MONUMENTED       CGS
 HB0682  HISTORY     - 1949     GOOD             CGS
 HB0682  HISTORY     - 1976     GOOD             ILDT
 HB0682  HISTORY     - 1976     GOOD             ILDT
 HB0682  HISTORY     - 1976     GOOD             ILDT
 HB0682  HISTORY     - 1981     GOOD             NGS
 HB0682
 HB0682                          STATION DESCRIPTION
 HB0682
 HB0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0682'AT SAND RIDGE.
 HB0682'AT SAND RIDGE, ABOUT 460 YARDS SOUTHWEST OF MILE POST T 8, 184
 HB0682'FEET NORTHEAST OF THE CENTER OF PUBLIC ROAD CROSSING, 103 FEET
 HB0682'WEST-SOUTHWEST OF AND ACROSS TRACK FROM THE WEST CORNER OF
 HB0682'SECTION TOOL SHED, 45 FEET SOUTHEAST OF A 2 STORY STONE BUILDING,
 HB0682'76.5 FEET WEST-SOUTHWEST AND ACROSS TRACK FROM A SWITCH STAND,
 HB0682'13 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK,
 HB0682'1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST SET IN THE
 HB0682'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HB0682
 HB0682                          STATION RECOVERY (1976)
 HB0682
 HB0682'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0682'RECOVERED IN GOOD CONDITION.
 HB0682
 HB0682                          STATION RECOVERY (1976)
 HB0682
 HB0682'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0682'RECOVERED IN GOOD CONDITION.
 HB0682
 HB0682                          STATION RECOVERY (1976)
 HB0682
 HB0682'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0682'RECOVERED IN GOOD CONDITION.
 HB0682
 HB0682                          STATION RECOVERY (1981)
 HB0682
 HB0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0682'IN SAND RIDGE, IN THE NORTH ANGLE OF THE ILLINOIS CENTRAL GULF
 HB0682'RAILROAD AND A PAVED ROAD LEADING TO GRIMSBY, 56.1 METERS (184 FEET)
 HB0682'NORTHEAST OF THE CENTER OF THE PAVED ROAD, 4.0 METERS (13.0 FEET)
 HB0682'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, 4.0 METERS (13.0 FEET)
 HB0682'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING NORTHEAST TO A WOOD
 HB0682'FRAMED HOUSE.  NOTE-NOT LEVELED TO AT THIS TIME.
 HB0682'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 HB0682'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0606 ***********************************************************************
 KB0606  DESIGNATION -  C 12
 KB0606  PID         -  KB0606
 KB0606  STATE/COUNTY-  IL/MOULTRIE
 KB0606  USGS QUAD   -  LOVINGTON (1983)
 KB0606
 KB0606                         *CURRENT SURVEY CONTROL
 KB0606  ___________________________________________________________________
 KB0606* NAD 83(1986)-  39 43 05.     (N)    088 38 05.     (W)     SCALED    
 KB0606* NAVD 88     -       206.810  (meters)     678.51   (feet)  ADJUSTED  
 KB0606  ___________________________________________________________________
 KB0606  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KB0606  DYNAMIC HT  -         206.693 (meters)     678.13  (feet)  COMP
 KB0606  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 KB0606
 KB0606  VERT ORDER  -  FIRST     CLASS II
 KB0606
 KB0606.The horizontal coordinates were scaled from a topographic map and have
 KB0606.an estimated accuracy of +/- 6 seconds.
 KB0606
 KB0606.The orthometric height was determined by differential leveling
 KB0606.and adjusted by the National Geodetic Survey in June 1991..
 KB0606
 KB0606.The geoid height was determined by GEOID03.
 KB0606
 KB0606.The dynamic height is computed by dividing the NAVD 88
 KB0606.geopotential number by the normal gravity value computed on the
 KB0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0606.degrees latitude (g = 980.6199 gals.).
 KB0606
 KB0606.The modeled gravity was interpolated from observed gravity values.
 KB0606
 KB0606;                    North         East    Units  Estimated Accuracy
 KB0606;SPC IL E     -   338,740.      274,160.      MT  (+/- 180 meters Scaled)
 KB0606
 KB0606                          SUPERSEDED SURVEY CONTROL
 KB0606
 KB0606  NGVD 29 (??/??/92)  206.881  (m)          678.74   (f) ADJ UNCH    1 2
 KB0606
 KB0606.Superseded values are not recommended for survey control.
 KB0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0606.See file dsdata.txt to determine how the superseded data were derived.
 KB0606
 KB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ598977(NAD 83)
 KB0606_MARKER: DB = BENCH MARK DISK
 KB0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0606_STAMPING: 678.959 C 12 1933
 KB0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0606+STABILITY: SURFACE MOTION
 KB0606
 KB0606  HISTORY     - Date     Condition        Report By
 KB0606  HISTORY     - 1933     MONUMENTED       CGS
 KB0606  HISTORY     - 1942     GOOD             NGS
 KB0606  HISTORY     - 1971     GOOD             ILHD
 KB0606  HISTORY     - 1975     GOOD             ILDT
 KB0606  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0606
 KB0606                          STATION DESCRIPTION
 KB0606
 KB0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KB0606'AT LOVINGTON.
 KB0606'AT LOVINGTON, MOULTRIE COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KB0606'ABOUT 300 FEET WEST OF THE STATION, 4 POLES WEST OF MILEPOST TH
 KB0606'72, AT A ROAD CROSSING, ABOUT 100 FEET EAST OF THE CENTERLINE
 KB0606'OF THE BRICK ROAD, 98 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KB0606'AND 1 FOOT SOUTH OF A WALK.  A STANDARD DISK, STAMPED 678.959
 KB0606'C 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KB0606
 KB0606                          STATION RECOVERY (1971)
 KB0606
 KB0606'RECOVERY NOTE BY IL HIGHWAY DEPT 1971
 KB0606'RECOVERED IN GOOD CONDITION.
 KB0606
 KB0606                          STATION RECOVERY (1975)
 KB0606
 KB0606'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0606'RECOVERED IN GOOD CONDITION.
 KB0606
 KB0606                          STATION RECOVERY (2000)
 KB0606
 KB0606'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0606'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0606'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB0606'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3243 ***********************************************************************
 ME3243  DESIGNATION -  C 12
 ME3243  PID         -  ME3243
 ME3243  STATE/COUNTY-  IL/COOK
 ME3243  USGS QUAD   -  JACKSON PARK (1993)
 ME3243
 ME3243                         *CURRENT SURVEY CONTROL
 ME3243  ___________________________________________________________________
 ME3243* NAD 83(1997)-  41 51 12.68223(N)    087 36 25.43430(W)     ADJUSTED  
 ME3243* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 ME3243  ___________________________________________________________________
 ME3243  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ME3243  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME3243
 ME3243  HORZ ORDER  -  SECOND
 ME3243
 ME3243.This mark is at Merrill C Meigs Airport (CGX)
 ME3243
 ME3243.The horizontal coordinates were established by classical geodetic methods
 ME3243.and adjusted by the National Geodetic Survey in October 1999..
 ME3243
 ME3243.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3243
 ME3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3243
 ME3243.The geoid height was determined by GEOID03.
 ME3243
 ME3243;                    North         East     Units Scale Factor Converg.
 ME3243;SPC IL E     -   576,088.566   360,308.348   MT  1.00001974   +0 29 04.6
 ME3243;SPC IL E     - 1,890,050.57  1,182,111.64   sFT  1.00001974   +0 29 04.6
 ME3243;UTM  16      - 4,633,691.364   449,609.074   MT  0.99963125   -0 24 18.2
 ME3243
 ME3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3243!SPC IL E     -   0.99997717  x   1.00001974  =   0.99999691
 ME3243!UTM  16      -   0.99997717  x   0.99963125  =   0.99960843
 ME3243
 ME3243:                Primary Azimuth Mark                     Grid Az
 ME3243:SPC IL E     -  ADLER PLANETARIUM TOP LT                 000 29 52.7
 ME3243:UTM  16      -  ADLER PLANETARIUM TOP LT                 001 23 15.5
 ME3243
 ME3243|---------------------------------------------------------------------|
 ME3243| PID    Reference Object                     Distance      Geod. Az  |
 ME3243|                                                           dddmmss.s |
 ME3243| ME3230 ADLER PLANETARIUM TOP LT            APPROX. 1.4 KM 0005857.3 |
 ME3243| ME3244 C 13                                APPROX. 0.7 KM 2022156.8 |
 ME3243| ME2667 MEIGS FIELD AP STA A 1959            12.052 METERS 26448     |
 ME3243| ME3255 CHICAGO SEARS W TV TWR              APPROX. 3.7 KM 3192126.1 |
 ME3243|---------------------------------------------------------------------|
 ME3243
 ME3243                          SUPERSEDED SURVEY CONTROL
 ME3243
 ME3243  NAD 83(1997)-  41 51 12.68244(N)    087 36 25.43468(W) AD(       ) 2
 ME3243  NAD 83(1997)-  41 51 12.68698(N)    087 36 25.44594(W) AD(       ) 2
 ME3243  NAD 83(1986)-  41 51 12.68727(N)    087 36 25.44523(W) AD(       ) 2
 ME3243  NGVD 29 (08/23/90)  179.2    (m)          588.     (f) VERT ANG       
 ME3243
 ME3243.Superseded values are not recommended for survey control.
 ME3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3243.See file dsdata.txt to determine how the superseded data were derived.
 ME3243
 ME3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4960933691(NAD 83)
 ME3243_MARKER: Z = SEE DESCRIPTION
 ME3243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME3243_SP_SET: APPROACH LIGHT
 ME3243_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3243
 ME3243  HISTORY     - Date     Condition        Report By
 ME3243  HISTORY     - 1983     MONUMENTED       IL1670
 ME3243
 ME3243                          STATION DESCRIPTION
 ME3243
 ME3243'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (LBG)
 ME3243'THE STATION IS IN DOWNTOWN CHICAGO, AT THE SOUTH END OF MEIGS FIELD
 ME3243'AIRPORT, ON THE EAST SIDE OF THE RUNWAY AT THE EAST ONE OF FOUR
 ME3243'APPROACH LIGHTS, AT THE SOUTH END OF THE RUNWAY.
 ME3243'
 ME3243'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3243'
 ME3243'THE STATION IS AN X STAMPED ON THE EAST BOLT HEAD OF THE LIGHT AND
 ME3243'THE BOTTOM PLATE OF THE LIGHT IS STAMPED---C12 1983---.  IT IS
 ME3243'12.05 M (39.54 FT) EAST OF STA A.
 ME3243'
 ME3243'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0293 ***********************************************************************
 JB0293  DESIGNATION -  C 123
 JB0293  PID         -  JB0293
 JB0293  STATE/COUNTY-  IL/JEFFERSON
 JB0293  USGS QUAD   -  MOUNT VERNON (1978)
 JB0293
 JB0293                         *CURRENT SURVEY CONTROL
 JB0293  ___________________________________________________________________
 JB0293* NAD 83(1986)-  38 17 02.     (N)    088 53 42.     (W)     SCALED    
 JB0293* NAVD 88     -       132.648  (meters)     435.20   (feet)  ADJUSTED  
 JB0293  ___________________________________________________________________
 JB0293  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JB0293  DYNAMIC HT  -         132.563 (meters)     434.92  (feet)  COMP
 JB0293  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 JB0293
 JB0293  VERT ORDER  -  SECOND    CLASS 0
 JB0293
 JB0293.The horizontal coordinates were scaled from a topographic map and have
 JB0293.an estimated accuracy of +/- 6 seconds.
 JB0293
 JB0293.The orthometric height was determined by differential leveling
 JB0293.and adjusted by the National Geodetic Survey in June 1991..
 JB0293
 JB0293.The geoid height was determined by GEOID03.
 JB0293
 JB0293.The dynamic height is computed by dividing the NAVD 88
 JB0293.geopotential number by the normal gravity value computed on the
 JB0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0293.degrees latitude (g = 980.6199 gals.).
 JB0293
 JB0293.The modeled gravity was interpolated from observed gravity values.
 JB0293
 JB0293;                    North         East    Units  Estimated Accuracy
 JB0293;SPC IL E     -   179,640.      250,860.      MT  (+/- 180 meters Scaled)
 JB0293
 JB0293                          SUPERSEDED SURVEY CONTROL
 JB0293
 JB0293  NGVD 29 (??/??/92)  132.755  (m)          435.55   (f) ADJ UNCH    2 0
 JB0293
 JB0293.Superseded values are not recommended for survey control.
 JB0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0293.See file dsdata.txt to determine how the superseded data were derived.
 JB0293
 JB0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH342390(NAD 83)
 JB0293_MARKER: DB = BENCH MARK DISK
 JB0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0293_STAMPING: C 123 1935
 JB0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0293+STABILITY: SURFACE MOTION
 JB0293
 JB0293  HISTORY     - Date     Condition        Report By
 JB0293  HISTORY     - 1935     MONUMENTED       CGS
 JB0293  HISTORY     - 1964     MARK NOT FOUND   USGS
 JB0293
 JB0293                          STATION DESCRIPTION
 JB0293
 JB0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0293'2.5 MI S FROM MT VERNON.
 JB0293'2.5 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 JB0293'FROM THE STATION AT MT. VERNON, JEFFERSON COUNTY, 6 RAILS SOUTH
 JB0293'OF MILEPOST 278, 2-1/2 RAILS NORTH OF A ROAD CROSSING, 30 FEET
 JB0293'WEST OF THE TRACK, AND 23 FEET EAST OF A FENCE LINE.  A STANDARD
 JB0293'DISK, STAMPED C 123 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0293'NOTE-- ACCORDING TO LOCAL RESIDENT THERE HAS BEEN GRADING IN
 JB0293'GENERAL VICINITY OF MARK AND THAT THE MARK IS ABOUT ONE FOOT
 JB0293'BELOW THE SURFACE OF THE GROUND.  HE COULD NOT REMEMBER EXACT
 JB0293'LOCATION OF MARK.
 JB0293
 JB0293                          STATION RECOVERY (1964)
 JB0293
 JB0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JB0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1364 ***********************************************************************
 JA1364  DESIGNATION -  C 127
 JA1364  PID         -  JA1364
 JA1364  STATE/COUNTY-  IL/LAWRENCE
 JA1364  USGS QUAD   -  VINCENNES (1998)
 JA1364
 JA1364                         *CURRENT SURVEY CONTROL
 JA1364  ___________________________________________________________________
 JA1364* NAD 83(1986)-  38 42 33.     (N)    087 33 56.     (W)     SCALED    
 JA1364* NAVD 88     -       127.223  (meters)     417.40   (feet)  POSTED    
 JA1364  ___________________________________________________________________
 JA1364  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JA1364  DYNAMIC HT  -         127.140 (meters)     417.13  (feet)  COMP
 JA1364  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 JA1364
 JA1364  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JA1364
 JA1364.The horizontal coordinates were scaled from a topographic map and have
 JA1364.an estimated accuracy of +/- 6 seconds.
 JA1364
 JA1364.The orthometric height was determined by differential leveling
 JA1364.and adjusted by the National Geodetic Survey in 1992..
 JA1364.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JA1364.rate of 0.0 thru 1.0 mm/km.
 JA1364
 JA1364.The geoid height was determined by GEOID03.
 JA1364
 JA1364.The dynamic height is computed by dividing the NAVD 88
 JA1364.geopotential number by the normal gravity value computed on the
 JA1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1364.degrees latitude (g = 980.6199 gals.).
 JA1364
 JA1364.The modeled gravity was interpolated from observed gravity values.
 JA1364
 JA1364;                    North         East    Units  Estimated Accuracy
 JA1364;SPC IL E     -   226,970.      366,780.      MT  (+/- 180 meters Scaled)
 JA1364
 JA1364                          SUPERSEDED SURVEY CONTROL
 JA1364
 JA1364  NGVD 29 (??/??/92)  127.34   (m)          417.8    (f) COMPUTED    1 2
 JA1364
 JA1364.Superseded values are not recommended for survey control.
 JA1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1364.See file dsdata.txt to determine how the superseded data were derived.
 JA1364
 JA1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH508846(NAD 83)
 JA1364_MARKER: DB = BENCH MARK DISK
 JA1364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1364_SP_SET: BRIDGE
 JA1364_STAMPING: C 127 1938
 JA1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1364
 JA1364  HISTORY     - Date     Condition        Report By
 JA1364  HISTORY     - 1938     MONUMENTED       CGS
 JA1364  HISTORY     - 1962     MARK NOT FOUND   USGS
 JA1364
 JA1364                          STATION DESCRIPTION
 JA1364
 JA1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1364'3.2 MI W FROM VINCENNES.
 JA1364'STATION BY RAIL ON THE ST. LOUIS DIVISION OF THE BALTIMORE AND
 JA1364'OHIO RAILROAD.  3.2 MILES WEST OF STATION AT VINCENNES.  2.4
 JA1364'MILES WEST OF WEST END OF RAILROAD BRIDGE OVER THE WABASH RIVER.
 JA1364'0.6 MILE WEST OF B 127.  0.2 MILES EAST OF MILEPOST ST. L 147
 JA1364'C 192 20 FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE
 JA1364'RAILROAD AND A DIRT ROAD LEADING NORTHWEST 8 FEET SOUTHWEST OF
 JA1364'THE CENTER LINE OF DIRT ROAD LEADING NORTHWEST.  6 FEET NORTH
 JA1364'OF THE NORTH RAIL.  4 FEET BELOW TOP OF THE RAIL SET HORIZONTALLY
 JA1364'IN THE EAST ABUTMENT OF A CONCRETE BRIDGE.  NOTE-- BRIDGE
 JA1364'REBUILT.
 JA1364
 JA1364                          STATION RECOVERY (1962)
 JA1364
 JA1364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JA1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1365 ***********************************************************************
 JA1365  DESIGNATION -  C 127 RESET 1949
 JA1365  PID         -  JA1365
 JA1365  STATE/COUNTY-  IL/LAWRENCE
 JA1365  USGS QUAD   -  VINCENNES (1998)
 JA1365
 JA1365                         *CURRENT SURVEY CONTROL
 JA1365  ___________________________________________________________________
 JA1365* NAD 83(1986)-  38 42 33.     (N)    087 33 55.     (W)     SCALED    
 JA1365* NAVD 88     -       128.35   (+/-2cm)     421.1    (feet)  VERTCON   
 JA1365  ___________________________________________________________________
 JA1365  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JA1365
 JA1365  VERT ORDER  -  THIRD (See Below)
 JA1365
 JA1365.The horizontal coordinates were scaled from a topographic map and have
 JA1365.an estimated accuracy of +/- 6 seconds.
 JA1365
 JA1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA1365.The vertical order pertains to the NGVD 29 superseded value.
 JA1365
 JA1365.The geoid height was determined by GEOID03.
 JA1365
 JA1365;                    North         East    Units  Estimated Accuracy
 JA1365;SPC IL E     -   226,970.      366,800.      MT  (+/- 180 meters Scaled)
 JA1365
 JA1365                          SUPERSEDED SURVEY CONTROL
 JA1365
 JA1365  NGVD 29 (??/??/??)  128.48   (m)          421.5    (f) RESET       3  
 JA1365
 JA1365.Superseded values are not recommended for survey control.
 JA1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1365.See file dsdata.txt to determine how the superseded data were derived.
 JA1365
 JA1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH508846(NAD 83)
 JA1365_MARKER: DB = BENCH MARK DISK
 JA1365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1365_SP_SET: BRIDGE
 JA1365_STAMPING: C 127 RESET 1949
 JA1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1365
 JA1365  HISTORY     - Date     Condition        Report By
 JA1365  HISTORY     - 1949     MONUMENTED       BORR
 JA1365
 JA1365                          STATION DESCRIPTION
 JA1365
 JA1365'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1949
 JA1365'3.2 MI W FROM VINCENNES.
 JA1365'IN LAWRENCE COUNTY, ILLINOIS, 3.2 MILES WEST ALONG THE BALTIMORE
 JA1365'AND OHIO RAILROAD FROM THE STATION AT VINCENNES, KNOX COUNTY,
 JA1365'INDIANA, 2.4 MILES WEST OF THE WEST END OF THE BRIDGE OVER
 JA1365'WABASH RIVER, AT BRIDGE 191/80, AND IN THE TOP OF THE NORTH END
 JA1365'OF THE CAP OF THE WEST BENT.  A STANDARD DISK, STAMPED C 127
 JA1365'RESET 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1393 ***********************************************************************
 JA1393  DESIGNATION -  C 128
 JA1393  PID         -  JA1393
 JA1393  STATE/COUNTY-  IL/RICHLAND
 JA1393  USGS QUAD   -  CLAREMONT (1968)
 JA1393
 JA1393                         *CURRENT SURVEY CONTROL
 JA1393  ___________________________________________________________________
 JA1393* NAD 83(1986)-  38 43 10.     (N)    087 59 26.     (W)     SCALED    
 JA1393* NAVD 88     -       155.899  (meters)     511.48   (feet)  ADJUSTED  
 JA1393  ___________________________________________________________________
 JA1393  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA1393  DYNAMIC HT  -         155.803 (meters)     511.16  (feet)  COMP
 JA1393  MODELED GRAV-     980,013.8   (mgal)                       NAVD 88
 JA1393
 JA1393  VERT ORDER  -  FIRST     CLASS II
 JA1393
 JA1393.The horizontal coordinates were scaled from a topographic map and have
 JA1393.an estimated accuracy of +/- 6 seconds.
 JA1393
 JA1393.The orthometric height was determined by differential leveling
 JA1393.and adjusted by the National Geodetic Survey in June 1991..
 JA1393
 JA1393.The geoid height was determined by GEOID03.
 JA1393
 JA1393.The dynamic height is computed by dividing the NAVD 88
 JA1393.geopotential number by the normal gravity value computed on the
 JA1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1393.degrees latitude (g = 980.6199 gals.).
 JA1393
 JA1393.The modeled gravity was interpolated from observed gravity values.
 JA1393
 JA1393;                    North         East    Units  Estimated Accuracy
 JA1393;SPC IL E     -   227,890.      329,810.      MT  (+/- 180 meters Scaled)
 JA1393
 JA1393                          SUPERSEDED SURVEY CONTROL
 JA1393
 JA1393  NGVD 29 (??/??/92)  156.012  (m)          511.85   (f) ADJ UNCH    1 2
 JA1393
 JA1393.Superseded values are not recommended for survey control.
 JA1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1393.See file dsdata.txt to determine how the superseded data were derived.
 JA1393
 JA1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH138861(NAD 83)
 JA1393_MARKER: DB = BENCH MARK DISK
 JA1393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1393_SP_SET: CULVERT
 JA1393_STAMPING: C 128 1938
 JA1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1393
 JA1393  HISTORY     - Date     Condition        Report By
 JA1393  HISTORY     - 1938     MONUMENTED       CGS
 JA1393  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA1393
 JA1393                          STATION DESCRIPTION
 JA1393
 JA1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1393'0.9 MI W FROM CLAREMONT.
 JA1393'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA1393'STATION AT CLAREMONT, RICHLAND COUNTY, 58 FEET WEST OF MILEPOST
 JA1393'ST. L 124-C 215, 0.4 MILE WEST OF A NORTH-AND-SOUTH GRAVEL-ROAD
 JA1393'CROSSING, 50 FEET WEST OF A WHISTLE POST, IN THE TOP OF THE
 JA1393'SOUTHEAST END OF A CULVERT, 15 FEET SOUTH OF THE SOUTH RAIL, AND
 JA1393'ABOUT 18 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JA1393'C 128 1938.
 JA1393
 JA1393                          STATION RECOVERY (1986)
 JA1393
 JA1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0661 ***********************************************************************
 KB0661  DESIGNATION -  C 13
 KB0661  PID         -  KB0661
 KB0661  STATE/COUNTY-  IL/SANGAMON
 KB0661  USGS QUAD   -  MECHANICSBURG (1982)
 KB0661
 KB0661                         *CURRENT SURVEY CONTROL
 KB0661  ___________________________________________________________________
 KB0661* NAD 83(1986)-  39 51 08.     (N)    089 26 55.     (W)     SCALED    
 KB0661* NAVD 88     -       178.797  (meters)     586.60   (feet)  ADJUSTED  
 KB0661  ___________________________________________________________________
 KB0661  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KB0661  DYNAMIC HT  -         178.703 (meters)     586.29  (feet)  COMP
 KB0661  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 KB0661
 KB0661  VERT ORDER  -  FIRST     CLASS II
 KB0661
 KB0661.The horizontal coordinates were scaled from a topographic map and have
 KB0661.an estimated accuracy of +/- 6 seconds.
 KB0661
 KB0661.The orthometric height was determined by differential leveling
 KB0661.and adjusted by the National Geodetic Survey in June 1991..
 KB0661
 KB0661.The geoid height was determined by GEOID03.
 KB0661
 KB0661.The dynamic height is computed by dividing the NAVD 88
 KB0661.geopotential number by the normal gravity value computed on the
 KB0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0661.degrees latitude (g = 980.6199 gals.).
 KB0661
 KB0661.The modeled gravity was interpolated from observed gravity values.
 KB0661
 KB0661;                    North         East    Units  Estimated Accuracy
 KB0661;SPC IL W     -   353,830.      761,450.      MT  (+/- 180 meters Scaled)
 KB0661
 KB0661                          SUPERSEDED SURVEY CONTROL
 KB0661
 KB0661  NGVD 29 (??/??/92)  178.893  (m)          586.92   (f) ADJ UNCH    1 2
 KB0661
 KB0661.Superseded values are not recommended for survey control.
 KB0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0661.See file dsdata.txt to determine how the superseded data were derived.
 KB0661
 KB0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK905142(NAD 83)
 KB0661_MARKER: DB = BENCH MARK DISK
 KB0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0661_SP_SET: BRIDGE
 KB0661_STAMPING: C 13 1933
 KB0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0661
 KB0661  HISTORY     - Date     Condition        Report By
 KB0661  HISTORY     - 1933     MONUMENTED       CGS
 KB0661  HISTORY     - 1944     GOOD             NGS
 KB0661  HISTORY     - 20020702 GOOD             HANPRO
 KB0661
 KB0661                          STATION DESCRIPTION
 KB0661
 KB0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KB0661'0.8 MI E FROM DAWSON.
 KB0661'0.8 MILE EAST ALONG THE WABASH RAILROAD FROM DAWSON, SANGAMON
 KB0661'COUNTY, 14 POLES WEST OF MILEPOST 402, AT THE ILLINOIS TERMINAL
 KB0661'RAILROAD BRIDGE OPPOSITE WABASH RAILROAD BRIDGE 162, IN THE TOP
 KB0661'STEP OF THE WEST CONCRETE WING WALL, AND 6 FEET NORTH OF THE
 KB0661'ILLINOIS TERMINAL RAILROAD TRACK.  A STANDARD DISK, STAMPED C
 KB0661'13 1933.
 KB0661
 KB0661                          STATION RECOVERY (1944)
 KB0661
 KB0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 KB0661'RECOVERED IN GOOD CONDITION.
 KB0661
 KB0661                          STATION RECOVERY (2002)
 KB0661
 KB0661'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2002 (JAR)
 KB0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3244 ***********************************************************************
 ME3244  DESIGNATION -  C 13
 ME3244  PID         -  ME3244
 ME3244  STATE/COUNTY-  IL/COOK
 ME3244  USGS QUAD   -  JACKSON PARK (1993)
 ME3244
 ME3244                         *CURRENT SURVEY CONTROL
 ME3244  ___________________________________________________________________
 ME3244* NAD 83(1997)-  41 50 52.80539(N)    087 36 36.37274(W)     ADJUSTED  
 ME3244* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 ME3244  ___________________________________________________________________
 ME3244  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 ME3244  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME3244
 ME3244  HORZ ORDER  -  SECOND
 ME3244
 ME3244.The horizontal coordinates were established by classical geodetic methods
 ME3244.and adjusted by the National Geodetic Survey in October 1999..
 ME3244
 ME3244.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3244
 ME3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3244
 ME3244.The geoid height was determined by GEOID03.
 ME3244
 ME3244;                    North         East     Units Scale Factor Converg.
 ME3244;SPC IL E     -   575,473.188   360,061.202   MT  1.00001937   +0 28 57.1
 ME3244;SPC IL E     - 1,888,031.62  1,181,300.79   sFT  1.00001937   +0 28 57.1
 ME3244;UTM  16      - 4,633,080.135   449,352.503   MT  0.99963156   -0 24 25.4
 ME3244
 ME3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3244!SPC IL E     -   0.99997703  x   1.00001937  =   0.99999640
 ME3244!UTM  16      -   0.99997703  x   0.99963156  =   0.99960860
 ME3244
 ME3244:                Primary Azimuth Mark                     Grid Az
 ME3244:SPC IL E     -  C 14                                     182 40 00.1
 ME3244:UTM  16      -  C 14                                     183 33 22.6
 ME3244
 ME3244|---------------------------------------------------------------------|
 ME3244| PID    Reference Object                     Distance      Geod. Az  |
 ME3244|                                                           dddmmss.s |
 ME3244| ME3245 C 14                                APPROX. 1.0 KM 1830857.2 |
 ME3244| ME3255 CHICAGO SEARS W TV TWR              APPROX. 4.1 KM 3274359.8 |
 ME3244|---------------------------------------------------------------------|
 ME3244
 ME3244                          SUPERSEDED SURVEY CONTROL
 ME3244
 ME3244  NAD 83(1997)-  41 50 52.80560(N)    087 36 36.37312(W) AD(       ) 2
 ME3244  NAD 83(1997)-  41 50 52.81010(N)    087 36 36.38426(W) AD(       ) 2
 ME3244  NAD 83(1986)-  41 50 52.81055(N)    087 36 36.38350(W) AD(       ) 2
 ME3244  NGVD 29 (08/23/90)  180.0    (m)          591.     (f) VERT ANG       
 ME3244
 ME3244.Superseded values are not recommended for survey control.
 ME3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3244.See file dsdata.txt to determine how the superseded data were derived.
 ME3244
 ME3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4935333080(NAD 83)
 ME3244_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3244_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3244+STABILITY: SURFACE MOTION
 ME3244
 ME3244  HISTORY     - Date     Condition        Report By
 ME3244  HISTORY     - 1983     MONUMENTED       IL1670
 ME3244
 ME3244                          STATION DESCRIPTION
 ME3244
 ME3244'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3244'THE STATION IS IN  CHICAGO, ABOUT 0.3 KM (0.2 MI) SOUTH OF THE
 ME3244'MCCORMICK BUILDING, ON THE EAST SIDE OF LAKE SHORE DRIVE, BETWEEN
 ME3244'31ST STREET BEACH ROAD AND THE WATER.  IT IS IN A PARK AREA, JUST
 ME3244'NORTHWEST OF A CURVE, FROM EAST TO NORTH, IN AN ASPHALT BIKE PATH.
 ME3244'
 ME3244'SEE PARAGRAPH ABOVE FOR TO REACH.
 ME3244'
 ME3244'THE STATION IS A STANDARD COC DISK STAMPED---C13 1983---ATTACHED TO
 ME3244'A DRIVEN ROD WHICH IS SURROUNDED BY A 0.15 M (6-INCH) DIAMETER
 ME3244'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.  IT IS 27.4 M
 ME3244'(89.9 FT) SOUTHWEST OF A LIGHT POLE, 7.0 M (23.0 FT) NORTHWEST OF A
 ME3244'LIGHT POLE AND 6.35 M (20.8 FT) WEST OF THE WEST EDGE OF AN ASPHALT
 ME3244'BIKE PATH.
 ME3244'
 ME3244'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0483 ***********************************************************************
 NH0483  DESIGNATION -  C 130
 NH0483  PID         -  NH0483
 NH0483  STATE/COUNTY-  IL/OGLE
 NH0483  USGS QUAD   -  KINGS (1993)
 NH0483
 NH0483                         *CURRENT SURVEY CONTROL
 NH0483  ___________________________________________________________________
 NH0483* NAD 83(1986)-  42 05 49.     (N)    089 03 11.     (W)     SCALED    
 NH0483* NAVD 88     -       233.630  (meters)     766.50   (feet)  ADJUSTED  
 NH0483  ___________________________________________________________________
 NH0483  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NH0483  DYNAMIC HT  -         233.551 (meters)     766.24  (feet)  COMP
 NH0483  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 NH0483
 NH0483  VERT ORDER  -  FIRST     CLASS I
 NH0483
 NH0483.The horizontal coordinates were scaled from a topographic map and have
 NH0483.an estimated accuracy of +/- 6 seconds.
 NH0483
 NH0483.The orthometric height was determined by differential leveling
 NH0483.and adjusted by the National Geodetic Survey in June 1991..
 NH0483
 NH0483.The geoid height was determined by GEOID03.
 NH0483
 NH0483.The dynamic height is computed by dividing the NAVD 88
 NH0483.geopotential number by the normal gravity value computed on the
 NH0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0483.degrees latitude (g = 980.6199 gals.).
 NH0483
 NH0483.The modeled gravity was interpolated from observed gravity values.
 NH0483
 NH0483;                    North         East    Units  Estimated Accuracy
 NH0483;SPC IL W     -   603,450.      792,120.      MT  (+/- 180 meters Scaled)
 NH0483
 NH0483                          SUPERSEDED SURVEY CONTROL
 NH0483
 NH0483  NGVD 29 (??/??/92)  233.674  (m)          766.65   (f) ADJ UNCH    1 1
 NH0483
 NH0483.Superseded values are not recommended for survey control.
 NH0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0483.See file dsdata.txt to determine how the superseded data were derived.
 NH0483
 NH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM302625(NAD 83)
 NH0483_MARKER: DB = BENCH MARK DISK
 NH0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0483_SP_SET: BRIDGE ABUTMENT
 NH0483_STAMPING: C 130 1947
 NH0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0483
 NH0483  HISTORY     - Date     Condition        Report By
 NH0483  HISTORY     - 1947     MONUMENTED       CGS
 NH0483  HISTORY     - 1969     GOOD             NGS
 NH0483  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0483
 NH0483                          STATION DESCRIPTION
 NH0483
 NH0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0483'2 MI E FROM DAVIS JUNCTION.
 NH0483'ABOUT 2.0 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND
 NH0483'PACIFIC RAILROAD FROM THE STATION AT DAVIS JUNCTION, 6 POLES
 NH0483'WEST OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD CROSSING,
 NH0483'2 POLES EAST OF MILEPOST 78, 8 FEET NORTH OF THE NORTH RAIL OF
 NH0483'THE NORTH SET OF TRACKS, SET IN THE TOP OF THE NORTH END OF THE
 NH0483'WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER Z284 OVER
 NH0483'KILLBUCK CREEK, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 NH0483'TRACK.  SEC 19, T 42 N, R 2 E.
 NH0483
 NH0483                          STATION RECOVERY (1987)
 NH0483
 NH0483'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0229 ***********************************************************************
 NH0229  CBN         -  This is a Cooperative Base Network Control Station.
 NH0229  DESIGNATION -  C 131
 NH0229  PID         -  NH0229
 NH0229  STATE/COUNTY-  IL/DE KALB
 NH0229  USGS QUAD   -  GENOA (1975)
 NH0229
 NH0229                         *CURRENT SURVEY CONTROL
 NH0229  ___________________________________________________________________
 NH0229* NAD 83(1997)-  42 05 44.12054(N)    088 39 41.31700(W)     ADJUSTED  
 NH0229* NAVD 88     -       253.851  (meters)     832.84   (feet)  ADJUSTED  
 NH0229  ___________________________________________________________________
 NH0229  X           -     110,725.280 (meters)                     COMP
 NH0229  Y           -  -4,738,758.174 (meters)                     COMP
 NH0229  Z           -   4,253,636.106 (meters)                     COMP
 NH0229  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 NH0229  ELLIP HEIGHT-         220.59  (meters)          (10/15/04) GPS OBS
 NH0229  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NH0229  DYNAMIC HT  -         253.766 (meters)     832.56  (feet)  COMP
 NH0229  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 NH0229
 NH0229  HORZ ORDER  -  B
 NH0229  VERT ORDER  -  FIRST     CLASS I
 NH0229  ELLP ORDER  -  FOURTH    CLASS II
 NH0229
 NH0229.The horizontal coordinates were established by GPS observations
 NH0229.and adjusted by the National Geodetic Survey in July 1998..
 NH0229
 NH0229.The orthometric height was determined by differential leveling
 NH0229.and adjusted by the National Geodetic Survey in June 1991..
 NH0229
 NH0229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0229
 NH0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0229
 NH0229.The ellipsoidal height was determined by GPS observations
 NH0229.and is referenced to NAD 83.
 NH0229
 NH0229.The geoid height was determined by GEOID03.
 NH0229
 NH0229.The dynamic height is computed by dividing the NAVD 88
 NH0229.geopotential number by the normal gravity value computed on the
 NH0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0229.degrees latitude (g = 980.6199 gals.).
 NH0229
 NH0229.The modeled gravity was interpolated from observed gravity values.
 NH0229
 NH0229;                    North         East     Units Scale Factor Converg.
 NH0229;SPC IL E     -   602,771.932   272,854.442   MT  0.99998406   -0 13 11.9
 NH0229;SPC IL E     - 1,977,594.25    895,189.95   sFT  0.99998406   -0 13 11.9
 NH0229;UTM  16      - 4,661,725.105   362,604.571   MT  0.99983228   -1 06 50.3
 NH0229
 NH0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0229!SPC IL E     -   0.99996540  x   0.99998406  =   0.99994946
 NH0229!UTM  16      -   0.99996540  x   0.99983228  =   0.99979769
 NH0229
 NH0229                          SUPERSEDED SURVEY CONTROL
 NH0229
 NH0229  ELLIP H (07/17/98)  220.63   (m)                       GP(       ) 4 1
 NH0229  ELLIP H (11/21/91)  220.51   (m)                       GP(       ) 4 1
 NH0229  NAD 83(1986)-  42 05 44.11988(N)    088 39 41.32900(W) AD(       ) 1
 NH0229  NAVD 88 (07/17/98)  253.85   (m)          832.8    (f) LEVELING    3  
 NH0229  NGVD 29 (??/??/92)  253.903  (m)          833.01   (f) ADJ UNCH    1 1
 NH0229
 NH0229.Superseded values are not recommended for survey control.
 NH0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0229.See file dsdata.txt to determine how the superseded data were derived.
 NH0229
 NH0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6260561725(NAD 83)
 NH0229_MARKER: DB = BENCH MARK DISK
 NH0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0229_SP_SET: CONCRETE POST
 NH0229_STAMPING: C 131 1947
 NH0229_MARK LOGO: NONE  
 NH0229_PROJECTION: FLUSH
 NH0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0229+STABILITY: SURFACE MOTION
 NH0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0229+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2000
 NH0229
 NH0229  HISTORY     - Date     Condition        Report By
 NH0229  HISTORY     - 1947     MONUMENTED       CGS
 NH0229  HISTORY     - 1969     GOOD             NGS
 NH0229  HISTORY     - 1975     GOOD             BRADY
 NH0229  HISTORY     - 1989     GOOD             USPSQD
 NH0229  HISTORY     - 1990     GOOD             USPSQD
 NH0229  HISTORY     - 19900822 GOOD             NGS
 NH0229  HISTORY     - 19960807 GOOD             SECI
 NH0229  HISTORY     - 19961026 GOOD             USPSQD
 NH0229  HISTORY     - 19970508 GOOD             NGS
 NH0229  HISTORY     - 20000315 GOOD             SECI
 NH0229
 NH0229                          STATION DESCRIPTION
 NH0229
 NH0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0229'1.8 MI E FROM GENOA.
 NH0229'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 72 FROM THE GENOA STATE
 NH0229'BANK AT GENOA, 0.1 MILE NORTHEAST AND ACROSS THE HIGHWAY FROM
 NH0229'A BARN AND 2 SILOS, 33 1/2 FEET NORTH OF THE CENTER LINE OF THE
 NH0229'HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD WHICH
 NH0229'LEADS TO A FIELD, 13 FEET WEST OF THE EXTENDED LINE OF A FENCE
 NH0229'WHICH LEADS NORTH, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT
 NH0229'3 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 NH0229'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 NH0229'SEC 21, T42N, R 5E.
 NH0229
 NH0229                          STATION RECOVERY (1975)
 NH0229
 NH0229'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975
 NH0229'RECOVERED IN GOOD CONDITION.
 NH0229
 NH0229                          STATION RECOVERY (1989)
 NH0229
 NH0229'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH0229'RECOVERED IN GOOD CONDITION.
 NH0229
 NH0229                          STATION RECOVERY (1990)
 NH0229
 NH0229'RECOVERY NOTE BY US POWER SQUADRON 1990 (ERW)
 NH0229'RECOVERED IN GOOD CONDITION.
 NH0229
 NH0229                          STATION RECOVERY (1990)
 NH0229
 NH0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NH0229'STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST OF GENOA, AT A FIELD
 NH0229'ENTRANCE, IN A WEED STRIP BETWEEN THE HIGHWAY AND A CULTIVATED FIELD,
 NH0229'ON THE SOUTH EDGE OF SECTION 21, T 42 N, R 5 E.  OWNERSHIP--STATE
 NH0229'DEPARTMENT OF TRANSPORTATION.
 NH0229'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 72 ON THE EAST
 NH0229'SIDE OF GENOA, GO EAST ON HIGHWAYS 23 AND 72 FOR 1.72 KM (1.07 MI) TO
 NH0229'A DRIVEWAY ON THE RIGHT AT A RED BARN WITH TWO CONCRETE SILOS ON ITS
 NH0229'EAST END.  CONTINUE EAST FOR 0.14 KM (0.09 MI) TO THE FIELD ENTRANCE
 NH0229'AND THE STATION ON THE LEFT.
 NH0229'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 NH0229'WITH THE GROUND.  IT IS 10.2 M (33.5 FT) NORTH OF, AND LEVEL WITH THE
 NH0229'HIGHWAY CENTER, 3.3 M (10.8 FT) NORTH-NORTHEAST OF THE WEST END OF A
 NH0229'METAL PIPE UNDER THE FIELD ENTRANCE, 5.5 M (18.0 FT) WEST OF THE
 NH0229'CENTER OF THE ENTRANCE, AND 0.2 M (0.7 FT) EAST OF A FIBERGLASS
 NH0229'WITNESS POST.
 NH0229
 NH0229                          STATION RECOVERY (1996)
 NH0229
 NH0229'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH0229'RECOVERED AS DESCRIBED.
 NH0229
 NH0229                          STATION RECOVERY (1996)
 NH0229
 NH0229'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0229'RECOVERED IN GOOD CONDITION.
 NH0229
 NH0229                          STATION RECOVERY (1997)
 NH0229
 NH0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 NH0229'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) EAST OF GENOA, AT A FIELD
 NH0229'ENTRANCE, IN A WEED STRIP BETWEEN THE HIGHWAY AND A CULTIVATED FIELD.
 NH0229'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 72 ON THE EAST
 NH0229'SIDE OF GENOA, GO EAST ON HIGHWAYS 23 AND 72 FOR 1.07 MI (1.72 KM) TO
 NH0229'A DRIVEWAY ON THE RIGHT AT A RED BARN WITH TWO CONCRETE SILOS ON ITS
 NH0229'EAST END.  CONTINUE EAST FOR 0.09 MI (0.14 KM) TO THE FIELD ENTRANCE
 NH0229'AND THE STATION ON THE LEFT.  IT IS 10.2 M (33.5 FT) NORTH OF AND
 NH0229'LEVEL WITH THE CENTER OF THE HIGHWAY, 3.3 M (10.8 FT) NORTH-NORTHEAST
 NH0229'OF THE WEST END OF A METAL PIPE UNDER THE FIELD ENTRANCE, 5.5 M (18.0
 NH0229'FT) WEST OF THE CENTER OF THE FIELD ENTRANCE, AND 0.3 M (1.0 FT) SOUTH
 NH0229'OF A FIBERGLASS WITNESS POST.
 NH0229
 NH0229                          STATION RECOVERY (2000)
 NH0229
 NH0229'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 NH0229'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION
 NH0229'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0053 ***********************************************************************
 NH0053  DESIGNATION -  C 132
 NH0053  PID         -  NH0053
 NH0053  STATE/COUNTY-  IL/KANE
 NH0053  USGS QUAD   -  ELGIN (1992)
 NH0053
 NH0053                         *CURRENT SURVEY CONTROL
 NH0053  ___________________________________________________________________
 NH0053* NAD 83(1986)-  42 01 54.     (N)    088 16 33.     (W)     SCALED    
 NH0053* NAVD 88     -       226.240  (meters)     742.26   (feet)  ADJUSTED  
 NH0053  ___________________________________________________________________
 NH0053  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0053  DYNAMIC HT  -         226.163 (meters)     742.00  (feet)  COMP
 NH0053  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 NH0053
 NH0053  VERT ORDER  -  FIRST     CLASS I
 NH0053
 NH0053.The horizontal coordinates were scaled from a topographic map and have
 NH0053.an estimated accuracy of +/- 6 seconds.
 NH0053
 NH0053.The orthometric height was determined by differential leveling
 NH0053.and adjusted by the National Geodetic Survey in June 1991..
 NH0053
 NH0053.The geoid height was determined by GEOID03.
 NH0053
 NH0053.The dynamic height is computed by dividing the NAVD 88
 NH0053.geopotential number by the normal gravity value computed on the
 NH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0053.degrees latitude (g = 980.6199 gals.).
 NH0053
 NH0053.The modeled gravity was interpolated from observed gravity values.
 NH0053
 NH0053;                    North         East    Units  Estimated Accuracy
 NH0053;SPC IL E     -   595,620.      304,760.      MT  (+/- 180 meters Scaled)
 NH0053
 NH0053                          SUPERSEDED SURVEY CONTROL
 NH0053
 NH0053  NGVD 29 (??/??/92)  226.321  (m)          742.52   (f) ADJ UNCH    1 1
 NH0053
 NH0053.Superseded values are not recommended for survey control.
 NH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0053.See file dsdata.txt to determine how the superseded data were derived.
 NH0053
 NH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM943540(NAD 83)
 NH0053_MARKER: DB = BENCH MARK DISK
 NH0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0053_SP_SET: BUILDING
 NH0053_STAMPING: C 132 1947
 NH0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0053
 NH0053  HISTORY     - Date     Condition        Report By
 NH0053  HISTORY     - 1947     MONUMENTED       CGS
 NH0053  HISTORY     - 1969     GOOD             NGS
 NH0053  HISTORY     - 1987     GOOD             USPSQD
 NH0053  HISTORY     - 1988     GOOD             USPSQD
 NH0053  HISTORY     - 1989     GOOD             USPSQD
 NH0053  HISTORY     - 19980522 GOOD             USPSQD
 NH0053
 NH0053                          STATION DESCRIPTION
 NH0053
 NH0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0053'0.8 MI SE FROM ELGIN.
 NH0053'ABOUT 0.7 MILE SOUTHEAST ALONG THE U.S. HIGHWAY 20 BUSINESS ROUTE
 NH0053'WHICH IS VILLA STREET FROM THE POST OFFICE AT ELGIN, THENCE
 NH0053'0.05 MILE SOUTHWEST ALONG GIFFORD PLACE, THENCE 0.05 MILE
 NH0053'SOUTHEAST ALONG RAYMOND STREET, 162 FEET SOUTHEAST OF THE
 NH0053'SOUTHEAST CURB OF GIFFORD PLACE, 54 FEET SOUTHWEST OF THE CENTER
 NH0053'LINE OF RAYMOND STREET, SET VERTICALLY IN THE SOUTHEAST CONCRETE
 NH0053'FACE OF THE EAST CORNER OF THE ILLINOIS NATIONAL GUARD ARMORY
 NH0053'BUILDING, 1.0 FOOT SOUTHWEST OF THE EAST CORNER OF THE BUILDING,
 NH0053'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 FEET ABOVE
 NH0053'THE LEVEL OF THE STREET.  SEC 13, T41N, R 8E.
 NH0053
 NH0053                          STATION RECOVERY (1987)
 NH0053
 NH0053'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0053'RECOVERED IN GOOD CONDITION.
 NH0053
 NH0053                          STATION RECOVERY (1988)
 NH0053
 NH0053'RECOVERY NOTE BY US POWER SQUADRON 1988 (ERW)
 NH0053'RECOVERED IN GOOD CONDITION.
 NH0053
 NH0053                          STATION RECOVERY (1989)
 NH0053
 NH0053'RECOVERY NOTE BY US POWER SQUADRON 1989 (EPC)
 NH0053'RECOVERED IN GOOD CONDITION.
 NH0053
 NH0053                          STATION RECOVERY (1998)
 NH0053
 NH0053'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1688 ***********************************************************************
 ME1688  DESIGNATION -  C 133 RESET 1969
 ME1688  PID         -  ME1688
 ME1688  STATE/COUNTY-  IL/DU PAGE
 ME1688  USGS QUAD   -  ELMHURST (1997)
 ME1688
 ME1688                         *CURRENT SURVEY CONTROL
 ME1688  ___________________________________________________________________
 ME1688* NAD 83(1986)-  41 55 25.     (N)    087 57 53.     (W)     SCALED    
 ME1688* NAVD 88     -       213.08   (meters)     699.1    (feet)  RESET     
 ME1688  ___________________________________________________________________
 ME1688  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME1688
 ME1688  VERT ORDER  -  THIRD
 ME1688
 ME1688.The horizontal coordinates were scaled from a topographic map and have
 ME1688.an estimated accuracy of +/- 6 seconds.
 ME1688
 ME1688.The orthometric height was computed from unverified reset data.
 ME1688.No vertical observational check was made to the station.
 ME1688
 ME1688.The geoid height was determined by GEOID03.
 ME1688
 ME1688;                    North         East    Units  Estimated Accuracy
 ME1688;SPC IL E     -   583,680.      330,580.      MT  (+/- 180 meters Scaled)
 ME1688
 ME1688                          SUPERSEDED SURVEY CONTROL
 ME1688
 ME1688  NGVD 29 (??/??/??)  213.17   (m)          699.4    (f) RESET       3  
 ME1688
 ME1688.Superseded values are not recommended for survey control.
 ME1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1688.See file dsdata.txt to determine how the superseded data were derived.
 ME1688
 ME1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM200417(NAD 83)
 ME1688_MARKER: DB = BENCH MARK DISK
 ME1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1688_STAMPING: C 133 RESET 1969
 ME1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1688+STABILITY: SURFACE MOTION
 ME1688
 ME1688  HISTORY     - Date     Condition        Report By
 ME1688  HISTORY     - 1969     MONUMENTED       CGS
 ME1688  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1688  HISTORY     - 19891014 MARK NOT FOUND   USPSQD
 ME1688
 ME1688                          STATION DESCRIPTION
 ME1688
 ME1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME1688'3.6 MI SE FROM WOODDALE.
 ME1688'ABOUT 1.0 MILE EAST ALONG IRVING PARK ROAD FROM THE POST OFFICE
 ME1688'IN WOODDALE, THENCE SOUTH ALONG STATE HIGHWAY 83, THENCE EAST
 ME1688'ALONG U.S. HIGHWAY 20 0.1 MILE TO THE MARK ON THE LEFT, 100
 ME1688'FEET NORTH OF THE CENTERLINE OF HIGHWAY 20, 1 FOOT EAST OF A
 ME1688'METAL WITNESS POST, 93 FEET NORTHEAST OF A POWER POLE, 18 FEET
 ME1688'EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 75 FEET WEST OF THE
 ME1688'CENTERLINE OF GRAND AVE., SET IN THE TOP OF A ROUND CONCRETE
 ME1688'POST PROJECTING 6 INCHES.
 ME1688
 ME1688                          STATION RECOVERY (1977)
 ME1688
 ME1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1688'MARK NOT FOUND.
 ME1688
 ME1688                          STATION RECOVERY (1989)
 ME1688
 ME1688'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1620 ***********************************************************************
 ME1620  DESIGNATION -  C 135
 ME1620  PID         -  ME1620
 ME1620  STATE/COUNTY-  IL/COOK
 ME1620  USGS QUAD   -  JACKSON PARK (1993)
 ME1620
 ME1620                         *CURRENT SURVEY CONTROL
 ME1620  ___________________________________________________________________
 ME1620* NAD 83(1986)-  41 53 21.     (N)    087 37 27.     (W)     SCALED    
 ME1620* NAVD 88     -       188.159  (meters)     617.32   (feet)  ADJUSTED  
 ME1620  ___________________________________________________________________
 ME1620  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1620  DYNAMIC HT  -         188.095 (meters)     617.11  (feet)  COMP
 ME1620  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 ME1620
 ME1620  VERT ORDER  -  FIRST     CLASS 0
 ME1620
 ME1620.The horizontal coordinates were scaled from a topographic map and have
 ME1620.an estimated accuracy of +/- 6 seconds.
 ME1620
 ME1620.The orthometric height was determined by differential leveling
 ME1620.and adjusted by the National Geodetic Survey in June 1991..
 ME1620.WARNING-Repeat measurements at this control monument indicate possible
 ME1620.vertical movement.
 ME1620
 ME1620.The geoid height was determined by GEOID03.
 ME1620
 ME1620.The dynamic height is computed by dividing the NAVD 88
 ME1620.geopotential number by the normal gravity value computed on the
 ME1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1620.degrees latitude (g = 980.6199 gals.).
 ME1620
 ME1620.The modeled gravity was interpolated from observed gravity values.
 ME1620
 ME1620;                    North         East    Units  Estimated Accuracy
 ME1620;SPC IL E     -   580,040.      358,860.      MT  (+/- 180 meters Scaled)
 ME1620
 ME1620                          SUPERSEDED SURVEY CONTROL
 ME1620
 ME1620  NGVD 29 (??/??/92)  188.245  (m)          617.60   (f) ADJ UNCH    1 0
 ME1620
 ME1620.Superseded values are not recommended for survey control.
 ME1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1620.See file dsdata.txt to determine how the superseded data were derived.
 ME1620
 ME1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM482376(NAD 83)
 ME1620_MARKER: DB = BENCH MARK DISK
 ME1620_SETTING: 66 = SET IN ROCK OUTCROP
 ME1620_SP_SET: LIMESTONE
 ME1620_STAMPING: C 135 1947
 ME1620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME1620+STABILITY: POSITION/ELEVATION WELL
 ME1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1620+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 ME1620
 ME1620  HISTORY     - Date     Condition        Report By
 ME1620  HISTORY     - 1947     MONUMENTED       CGS
 ME1620  HISTORY     - 1969     GOOD             NGS
 ME1620  HISTORY     - 1971     GOOD             NGS
 ME1620  HISTORY     - 1973     GOOD             NGS
 ME1620  HISTORY     - 1977     GOOD             NGS
 ME1620  HISTORY     - 1987     GOOD             USPSQD
 ME1620  HISTORY     - 1989     GOOD             USPSQD
 ME1620  HISTORY     - 1989     GOOD             USPSQD
 ME1620  HISTORY     - 20060223 GOOD             GEOCAC
 ME1620
 ME1620                          STATION DESCRIPTION
 ME1620
 ME1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1620'1.6 MI N FROM CHICAGO.
 ME1620'ABOUT 1.55 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1620'CENTRAL RAILROAD STATION AT CHICAGO, 30 FEET SOUTH OF THE NORTH
 ME1620'END OF THE MICHIGAN AVENUE DRAW BRIDGE OVER THE CHICAGO RIVER,
 ME1620'SET VERTICALLY IN THE EAST FACE OF THE LIMESTONE WALL OF THE
 ME1620'WEST DRAW BRIDGE CONTROL TOWER, 17 FEET WEST OF THE WEST CURB
 ME1620'OF THE AVENUE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 ME1620
 ME1620                          STATION RECOVERY (1971)
 ME1620
 ME1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1620'RECOVERED IN GOOD CONDITION.
 ME1620
 ME1620                          STATION RECOVERY (1973)
 ME1620
 ME1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1620'ABOUT 1.55 MILES NORTH ALONG MICHIGAN BOULEVARD FROM THE ILLINOIS
 ME1620'CENTRAL RAILROAD STATION AT CHICAGO, AT THE MICHIGAN BOULEVARD DRAW
 ME1620'BRIDGE OVER THE CHICAGO RIVER, 30 FEET SOUTH OF THE NORTH END OF THE
 ME1620'BRIDGE, 13.2 FEET WEST OF THE WEST CURB OF THE BOULEVARD, 4 FEET SOUTH
 ME1620'OF THE SOUTH EDGE OF A DOOR SILL, SET VERTICALLY IN THE EAST FACE OF
 ME1620'THE LIMESTONE WALL OF THE WEST DRAW BRIDGE CONTROL TOWER AND 1.8 FEET
 ME1620'ABOVE THE LEVEL OF THE SIDEWALK.  SEC 10, T 39N, R 14E.
 ME1620
 ME1620                          STATION RECOVERY (1977)
 ME1620
 ME1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1620'RECOVERED IN GOOD CONDITION.
 ME1620
 ME1620                          STATION RECOVERY (1987)
 ME1620
 ME1620'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1620'RECOVERED IN GOOD CONDITION.
 ME1620
 ME1620                          STATION RECOVERY (1989)
 ME1620
 ME1620'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1620'RECOVERED IN GOOD CONDITION.
 ME1620
 ME1620                          STATION RECOVERY (1989)
 ME1620
 ME1620'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1620'RECOVERED IN GOOD CONDITION.
 ME1620
 ME1620                          STATION RECOVERY (2006)
 ME1620
 ME1620'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 ME1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1888 ***********************************************************************
 ME1888  DESIGNATION -  C 137
 ME1888  PID         -  ME1888
 ME1888  STATE/COUNTY-  IL/COOK
 ME1888  USGS QUAD   -  ENGLEWOOD (1997)
 ME1888
 ME1888                         *CURRENT SURVEY CONTROL
 ME1888  ___________________________________________________________________
 ME1888* NAD 83(1986)-  41 48 33.     (N)    087 37 43.     (W)     SCALED    
 ME1888* NAVD 88     -       184.116  (meters)     604.05   (feet)  ADJUSTED  
 ME1888  ___________________________________________________________________
 ME1888  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1888  DYNAMIC HT  -         184.052 (meters)     603.84  (feet)  COMP
 ME1888  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 ME1888
 ME1888  VERT ORDER  -  FIRST     CLASS I
 ME1888
 ME1888.The horizontal coordinates were scaled from a topographic map and have
 ME1888.an estimated accuracy of +/- 6 seconds.
 ME1888
 ME1888.The orthometric height was determined by differential leveling
 ME1888.and adjusted by the National Geodetic Survey in June 1991..
 ME1888
 ME1888.The geoid height was determined by GEOID03.
 ME1888
 ME1888.The dynamic height is computed by dividing the NAVD 88
 ME1888.geopotential number by the normal gravity value computed on the
 ME1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1888.degrees latitude (g = 980.6199 gals.).
 ME1888
 ME1888.The modeled gravity was interpolated from observed gravity values.
 ME1888
 ME1888;                    North         East    Units  Estimated Accuracy
 ME1888;SPC IL E     -   571,150.      358,560.      MT  (+/- 180 meters Scaled)
 ME1888
 ME1888                          SUPERSEDED SURVEY CONTROL
 ME1888
 ME1888  NGVD 29 (01/19/93)  184.206  (m)          604.35   (f) ADJUSTED    1 1
 ME1888
 ME1888.Superseded values are not recommended for survey control.
 ME1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1888.See file dsdata.txt to determine how the superseded data were derived.
 ME1888
 ME1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM477287(NAD 83)
 ME1888_MARKER: DB = BENCH MARK DISK
 ME1888_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1888_SP_SET: ABUTMENT
 ME1888_STAMPING: C 137 1947
 ME1888_MARK LOGO: CGS   
 ME1888_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1888+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1888
 ME1888  HISTORY     - Date     Condition        Report By
 ME1888  HISTORY     - 1947     MONUMENTED       CGS
 ME1888  HISTORY     - 1968     GOOD             NGS
 ME1888  HISTORY     - 1977     GOOD             NGS
 ME1888  HISTORY     - 19920805 GOOD             NGS
 ME1888
 ME1888                          STATION DESCRIPTION
 ME1888
 ME1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1888'AT CHICAGO.
 ME1888'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, SET ON THE TOP AND
 ME1888'1.2 FEET WEST OF THE EAST END OF THE SOUTH STONE ABUTMENT FOR
 ME1888'THE RAILROAD OVERPASS OVER 47 TH STREET, 12 FEET EAST OF THE
 ME1888'EAST RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 ME1888
 ME1888                          STATION RECOVERY (1977)
 ME1888
 ME1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1888'RECOVERED IN GOOD CONDITION.
 ME1888
 ME1888                          STATION RECOVERY (1992)
 ME1888
 ME1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1888'IN CHICAGO, AT THE INTERSECTION OF THE METRO-METROPOLITAN RAILROAD AND
 ME1888'WEST 47TH STREET, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST END
 ME1888'OF THE SOUTH STONE ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET,
 ME1888'15.7 M (51.5 FT) EAST OF THE NEAR RAIL, 11.7 M (38.4 FT) WEST OF THE
 ME1888'CENTER OF SOUTH FEDERAL STREET, 10.9 M (35.8 FT) SOUTH OF THE
 ME1888'CENTERLINE OF 47TH STREET, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE
 ME1888'TRACK, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH EDGE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1835 ***********************************************************************
 ME1835  DESIGNATION -  C 138
 ME1835  PID         -  ME1835
 ME1835  STATE/COUNTY-  IL/COOK
 ME1835  USGS QUAD   -  BLUE ISLAND (1997)
 ME1835
 ME1835                         *CURRENT SURVEY CONTROL
 ME1835  ___________________________________________________________________
 ME1835* NAD 83(1986)-  41 39 20.     (N)    087 40 36.     (W)     SCALED    
 ME1835* NAVD 88     -       185.071  (meters)     607.19   (feet)  ADJUSTED  
 ME1835  ___________________________________________________________________
 ME1835  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1835  DYNAMIC HT  -         185.004 (meters)     606.97  (feet)  COMP
 ME1835  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 ME1835
 ME1835  VERT ORDER  -  FIRST     CLASS II
 ME1835
 ME1835.The horizontal coordinates were scaled from a topographic map and have
 ME1835.an estimated accuracy of +/- 6 seconds.
 ME1835
 ME1835.The orthometric height was determined by differential leveling
 ME1835.and adjusted by the National Geodetic Survey in June 1991..
 ME1835
 ME1835.The geoid height was determined by GEOID03.
 ME1835
 ME1835.The dynamic height is computed by dividing the NAVD 88
 ME1835.geopotential number by the normal gravity value computed on the
 ME1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1835.degrees latitude (g = 980.6199 gals.).
 ME1835
 ME1835.The modeled gravity was interpolated from observed gravity values.
 ME1835
 ME1835;                    North         East    Units  Estimated Accuracy
 ME1835;SPC IL E     -   554,050.      354,700.      MT  (+/- 180 meters Scaled)
 ME1835
 ME1835                          SUPERSEDED SURVEY CONTROL
 ME1835
 ME1835  NGVD 29 (??/??/92)  185.168  (m)          607.51   (f) ADJ UNCH    1 2
 ME1835
 ME1835.Superseded values are not recommended for survey control.
 ME1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1835.See file dsdata.txt to determine how the superseded data were derived.
 ME1835
 ME1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM436117(NAD 83)
 ME1835_MARKER: DB = BENCH MARK DISK
 ME1835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1835_SP_SET: FOUNDATION
 ME1835_STAMPING: C 138 1947
 ME1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1835
 ME1835  HISTORY     - Date     Condition        Report By
 ME1835  HISTORY     - 1947     MONUMENTED       CGS
 ME1835  HISTORY     - 1971     GOOD             NGS
 ME1835  HISTORY     - 1977     GOOD             NGS
 ME1835
 ME1835                          STATION DESCRIPTION
 ME1835
 ME1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1835'AT BLUE ISLAND.
 ME1835'AT BLUE ISLAND, ABOUT 0.25 MILE EAST ALONG VERMONT STREET FROM
 ME1835'THE POST OFFICE, ABOUT 100 YARDS NORTHEAST OF CHICAGO, ROCK
 ME1835'ISLAND AND PACIFIC RAILWAY STATION, SET IN THE TOP OF THE SOUTH
 ME1835'CORNER OF THE CONCRETE FOUNDATION OF THE FLOOD LIGHT TOWER FOR
 ME1835'THE RAILWAY FREIGHT YARDS, 96 FEET NORTH OF THE CENTER LINE OF
 ME1835'VERMONT STREET, 11 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 ME1835'MAIN TRACK AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
 ME1835
 ME1835                          STATION RECOVERY (1971)
 ME1835
 ME1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1835'RECOVERED IN GOOD CONDITION.
 ME1835
 ME1835                          STATION RECOVERY (1977)
 ME1835
 ME1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1756 ***********************************************************************
 ME1756  DESIGNATION -  C 139
 ME1756  PID         -  ME1756
 ME1756  STATE/COUNTY-  IL/COOK
 ME1756  USGS QUAD   -  PALOS PARK (1997)
 ME1756
 ME1756                         *CURRENT SURVEY CONTROL
 ME1756  ___________________________________________________________________
 ME1756* NAD 83(1986)-  41 44 46.     (N)    087 50 19.     (W)     SCALED    
 ME1756* NAVD 88     -       190.107  (meters)     623.71   (feet)  ADJUSTED  
 ME1756  ___________________________________________________________________
 ME1756  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 ME1756  DYNAMIC HT  -         190.039 (meters)     623.49  (feet)  COMP
 ME1756  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 ME1756
 ME1756  VERT ORDER  -  FIRST     CLASS II
 ME1756
 ME1756.The horizontal coordinates were scaled from a topographic map and have
 ME1756.an estimated accuracy of +/- 6 seconds.
 ME1756
 ME1756.The orthometric height was determined by differential leveling
 ME1756.and adjusted by the National Geodetic Survey in June 1991..
 ME1756
 ME1756.The geoid height was determined by GEOID03.
 ME1756
 ME1756.The dynamic height is computed by dividing the NAVD 88
 ME1756.geopotential number by the normal gravity value computed on the
 ME1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1756.degrees latitude (g = 980.6199 gals.).
 ME1756
 ME1756.The modeled gravity was interpolated from observed gravity values.
 ME1756
 ME1756;                    North         East    Units  Estimated Accuracy
 ME1756;SPC IL E     -   564,020.      341,150.      MT  (+/- 180 meters Scaled)
 ME1756
 ME1756                          SUPERSEDED SURVEY CONTROL
 ME1756
 ME1756  NGVD 29 (??/??/92)  190.193  (m)          623.99   (f) ADJ UNCH    1 2
 ME1756
 ME1756.Superseded values are not recommended for survey control.
 ME1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1756.See file dsdata.txt to determine how the superseded data were derived.
 ME1756
 ME1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM302219(NAD 83)
 ME1756_MARKER: DB = BENCH MARK DISK
 ME1756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1756_SP_SET: BUILDING
 ME1756_STAMPING: C 139 1947
 ME1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1756
 ME1756  HISTORY     - Date     Condition        Report By
 ME1756  HISTORY     - 1947     MONUMENTED       CGS
 ME1756  HISTORY     - 1971     GOOD             NGS
 ME1756  HISTORY     - 1977     GOOD             NGS
 ME1756  HISTORY     - 19870701 GOOD             USPSQD
 ME1756  HISTORY     - 1989     GOOD             USPSQD
 ME1756  HISTORY     - 1989     GOOD             USPSQD
 ME1756  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 ME1756  HISTORY     - 20050629 MARK NOT FOUND   GEOCAC
 ME1756
 ME1756                          STATION DESCRIPTION
 ME1756
 ME1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1756'3.7 MI S FROM SUMMIT.
 ME1756'ABOUT 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 4A FROM THE
 ME1756'PUBLIC SCHOOL AT SUMMIT, THENCE ABOUT 0.2 MILE EAST ALONG 79TH
 ME1756'STREET, ABOUT 150 YARDS SOUTH ALONG CORK AVENUE FROM ITS JUNCTION
 ME1756'WITH 79TH STREET, SET VERTICALLY IN THE NORTH FACE OF THE
 ME1756'BRIDGE WALL AT THE NORTHEAST CORNER OF THE JUSTICE SCHOOL,
 ME1756'23.5 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING AND 3.7
 ME1756'FEET ABOVE THE GROUND.
 ME1756
 ME1756                          STATION RECOVERY (1971)
 ME1756
 ME1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1756'RECOVERED IN GOOD CONDITION.
 ME1756
 ME1756                          STATION RECOVERY (1977)
 ME1756
 ME1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1756'RECOVERED IN GOOD CONDITION.
 ME1756
 ME1756                          STATION RECOVERY (1987)
 ME1756
 ME1756'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1756'RECOVERED IN GOOD CONDITION.
 ME1756
 ME1756                          STATION RECOVERY (1989)
 ME1756
 ME1756'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1756'RECOVERED IN GOOD CONDITION.
 ME1756
 ME1756                          STATION RECOVERY (1989)
 ME1756
 ME1756'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1756'RECOVERED IN GOOD CONDITION.
 ME1756
 ME1756                          STATION RECOVERY (1997)
 ME1756
 ME1756'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME1756'MARK NOT FOUND.
 ME1756
 ME1756                          STATION RECOVERY (2005)
 ME1756
 ME1756'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME1756'BRIDGE IS STILL IN EXISTENCE, HOWEVER CONSTRUCTION WITHIN THE LAST 10
 ME1756'YEARS MAY HAVE RESULTED IN THE DESTRUCTION OF THIS MARK.  IT SHOULD BE
 ME1756'NOTED THAT THE SCHOOL IN THE DESCRIPTION IS NO LONGER IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0010 ***********************************************************************
 KC0010  DESIGNATION -  C 14
 KC0010  PID         -  KC0010
 KC0010  STATE/COUNTY-  IL/MORGAN
 KC0010  USGS QUAD   -  JACKSONVILLE (1983)
 KC0010
 KC0010                         *CURRENT SURVEY CONTROL
 KC0010  ___________________________________________________________________
 KC0010* NAD 83(1986)-  39 43 54.     (N)    090 10 55.     (W)     SCALED    
 KC0010* NAVD 88     -       185.514  (meters)     608.64   (feet)  ADJUSTED  
 KC0010  ___________________________________________________________________
 KC0010  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KC0010  DYNAMIC HT  -         185.412 (meters)     608.31  (feet)  COMP
 KC0010  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KC0010
 KC0010  VERT ORDER  -  FIRST     CLASS II
 KC0010
 KC0010.The horizontal coordinates were scaled from a topographic map and have
 KC0010.an estimated accuracy of +/- 6 seconds.
 KC0010
 KC0010.The orthometric height was determined by differential leveling
 KC0010.and adjusted by the National Geodetic Survey in June 1991..
 KC0010
 KC0010.The geoid height was determined by GEOID03.
 KC0010
 KC0010.The dynamic height is computed by dividing the NAVD 88
 KC0010.geopotential number by the normal gravity value computed on the
 KC0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0010.degrees latitude (g = 980.6199 gals.).
 KC0010
 KC0010.The modeled gravity was interpolated from observed gravity values.
 KC0010
 KC0010;                    North         East    Units  Estimated Accuracy
 KC0010;SPC IL W     -   340,200.      698,690.      MT  (+/- 180 meters Scaled)
 KC0010
 KC0010                          SUPERSEDED SURVEY CONTROL
 KC0010
 KC0010  NGVD 29 (??/??/92)  185.635  (m)          609.04   (f) ADJ UNCH    1 2
 KC0010
 KC0010.Superseded values are not recommended for survey control.
 KC0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0010.See file dsdata.txt to determine how the superseded data were derived.
 KC0010
 KC0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE415017(NAD 83)
 KC0010_MARKER: DB = BENCH MARK DISK
 KC0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0010_STAMPING: C 14 1933
 KC0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0010+STABILITY: SURFACE MOTION
 KC0010
 KC0010  HISTORY     - Date     Condition        Report By
 KC0010  HISTORY     - 1933     MONUMENTED       CGS
 KC0010
 KC0010                          STATION DESCRIPTION
 KC0010
 KC0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0010'2 MI NW FROM ARNOLD.
 KC0010'ABOUT 2 MILES NORTHWEST ALONG THE WABASH RAILROAD FROM ARNOLD,
 KC0010'MORGAN COUNTY, 15 POLES NORTHWEST OF MILEPOST DET 445, 60 FEET
 KC0010'WEST OF A GRADE CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE
 KC0010'TRACK, AND 3 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 KC0010'C 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3245 ***********************************************************************
 ME3245  DESIGNATION -  C 14
 ME3245  PID         -  ME3245
 ME3245  STATE/COUNTY-  IL/COOK
 ME3245  USGS QUAD   -  JACKSON PARK (1993)
 ME3245
 ME3245                         *CURRENT SURVEY CONTROL
 ME3245  ___________________________________________________________________
 ME3245* NAD 83(1997)-  41 50 19.06361(N)    087 36 38.85526(W)     ADJUSTED  
 ME3245* NAVD 88     -       185.8    (meters)     610.     (feet)  VERTCON   
 ME3245  ___________________________________________________________________
 ME3245  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ME3245  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3245
 ME3245  HORZ ORDER  -  SECOND
 ME3245
 ME3245.The horizontal coordinates were established by classical geodetic methods
 ME3245.and adjusted by the National Geodetic Survey in October 1999..
 ME3245
 ME3245.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3245
 ME3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3245
 ME3245.The geoid height was determined by GEOID03.
 ME3245
 ME3245;                    North         East     Units Scale Factor Converg.
 ME3245;SPC IL E     -   574,431.693   360,012.692   MT  1.00001930   +0 28 55.1
 ME3245;SPC IL E     - 1,884,614.65  1,181,141.64   sFT  1.00001930   +0 28 55.1
 ME3245;UTM  16      - 4,632,039.922   449,287.856   MT  0.99963165   -0 24 26.7
 ME3245
 ME3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3245!SPC IL E     -   0.99997612  x   1.00001930  =   0.99999542
 ME3245!UTM  16      -   0.99997612  x   0.99963165  =   0.99960778
 ME3245
 ME3245:                Primary Azimuth Mark                     Grid Az
 ME3245:SPC IL E     -  C 13                                     002 40 00.4
 ME3245:UTM  16      -  C 13                                     003 33 22.2
 ME3245
 ME3245|---------------------------------------------------------------------|
 ME3245| PID    Reference Object                     Distance      Geod. Az  |
 ME3245|                                                           dddmmss.s |
 ME3245| ME3244 C 13                                APPROX. 1.0 KM 0030855.5 |
 ME3245| ME3259 CUT D 63                             94.066 METERS 08821     |
 ME3245| ME2686 CHICAGO RED LIGHT ATOP MEADOWS      356.229 METERS 23442     |
 ME3245| ME3258 CUT D 50                             38.720 METERS 26617     |
 ME3245| ME2684 035 COC                             237.583 METERS 26934     |
 ME3245|---------------------------------------------------------------------|
 ME3245
 ME3245                          SUPERSEDED SURVEY CONTROL
 ME3245
 ME3245  NAD 83(1997)-  41 50 19.06382(N)    087 36 38.85562(W) AD(       ) 2
 ME3245  NAD 83(1997)-  41 50 19.06833(N)    087 36 38.86657(W) AD(       ) 2
 ME3245  NAD 83(1986)-  41 50 19.06911(N)    087 36 38.86576(W) AD(       ) 2
 ME3245  NGVD 29 (08/23/90)  185.9    (m)          610.     (f) VERT ANG       
 ME3245
 ME3245.Superseded values are not recommended for survey control.
 ME3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3245.See file dsdata.txt to determine how the superseded data were derived.
 ME3245
 ME3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4928832040(NAD 83)
 ME3245_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3245_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3245+WITH SETTING: PAVEMENT
 ME3245_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3245+STABILITY: SURFACE MOTION
 ME3245
 ME3245  HISTORY     - Date     Condition        Report By
 ME3245  HISTORY     - 1983     MONUMENTED       IL1670
 ME3245
 ME3245                          STATION DESCRIPTION
 ME3245
 ME3245'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3245'THE STATION IS IN CHICAGO, IN THE NORTH SIDEWALK OF THE 31ST STREET
 ME3245'OVERPASS OVER THE RAILROAD, JUST EAST OF LAKE PARK AVENUE.
 ME3245'
 ME3245'SEE ABOVE PARAGRAPH FOR TO REACH.
 ME3245'
 ME3245'THE STATION IS A STANDARD COC DISK STAMPED---C14 1983---CEMENTED IN
 ME3245'A DRILL HOLE IN THE CONCRETE SIDEWALK.  IT IS 7.2 M (23.6 FT)
 ME3245'EAST-NORTHEAST OF A LIGHT POLE, 2.7 M (8.9 FT) NORTH OF THE NORTH
 ME3245'EDGE OF 31ST STREET AND 1.25 M (4.1 FT) SOUTH OF CONCRETE RAILING
 ME3245'ALONG NORTH SIDE OF SIDEWALK.
 ME3245'
 ME3245'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1732 ***********************************************************************
 ME1732  DESIGNATION -  C 140
 ME1732  PID         -  ME1732
 ME1732  STATE/COUNTY-  IL/COOK
 ME1732  USGS QUAD   -  SAG BRIDGE (1997)
 ME1732
 ME1732                         *CURRENT SURVEY CONTROL
 ME1732  ___________________________________________________________________
 ME1732* NAD 83(1986)-  41 41 08.     (N)    087 57 25.     (W)     SCALED    
 ME1732* NAVD 88     -       186.174  (meters)     610.81   (feet)  ADJUSTED  
 ME1732  ___________________________________________________________________
 ME1732  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ME1732  DYNAMIC HT  -         186.106 (meters)     610.58  (feet)  COMP
 ME1732  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 ME1732
 ME1732  VERT ORDER  -  FIRST     CLASS II
 ME1732
 ME1732.The horizontal coordinates were scaled from a topographic map and have
 ME1732.an estimated accuracy of +/- 6 seconds.
 ME1732
 ME1732.The orthometric height was determined by differential leveling
 ME1732.and adjusted by the National Geodetic Survey in June 1991..
 ME1732
 ME1732.The geoid height was determined by GEOID03.
 ME1732
 ME1732.The dynamic height is computed by dividing the NAVD 88
 ME1732.geopotential number by the normal gravity value computed on the
 ME1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1732.degrees latitude (g = 980.6199 gals.).
 ME1732
 ME1732.The modeled gravity was interpolated from observed gravity values.
 ME1732
 ME1732;                    North         East    Units  Estimated Accuracy
 ME1732;SPC IL E     -   557,250.      331,340.      MT  (+/- 180 meters Scaled)
 ME1732
 ME1732                          SUPERSEDED SURVEY CONTROL
 ME1732
 ME1732  NGVD 29 (??/??/92)  186.263  (m)          611.10   (f) ADJ UNCH    1 2
 ME1732
 ME1732.Superseded values are not recommended for survey control.
 ME1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1732.See file dsdata.txt to determine how the superseded data were derived.
 ME1732
 ME1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM203153(NAD 83)
 ME1732_MARKER: DB = BENCH MARK DISK
 ME1732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1732_SP_SET: CULVERT
 ME1732_STAMPING: C 140 1947
 ME1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1732
 ME1732  HISTORY     - Date     Condition        Report By
 ME1732  HISTORY     - 1947     MONUMENTED       CGS
 ME1732  HISTORY     - 1971     GOOD             NGS
 ME1732  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1732  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1732
 ME1732                          STATION DESCRIPTION
 ME1732
 ME1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1732'2.5 MI NE FROM LEMONT.
 ME1732'ABOUT 2.5 MILES NORTHEAST ALONG THE CHICAGO-JOLIET ROAD FROM THE
 ME1732'ALTON RAILROAD STATION AT LEMONT, ABOUT 110 FEET NORTHEAST OF
 ME1732'THE CENTER LINE OF THE ENTRANCE TO THE ST. JOSEPHS HOME, SET
 ME1732'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD
 ME1732'WALL OF A 6-FOOT CONCRETE BOX CULVERT, 15 FEET SOUTHEAST OF
 ME1732'THE CENTER LINE OF THE ROAD, 3.3 FEET NORTHEAST OF THE SOUTHWEST
 ME1732'END OF THE HEAD WALL AND 0.3 FOOT ABOVE THE ROAD.
 ME1732
 ME1732                          STATION RECOVERY (1971)
 ME1732
 ME1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1732'RECOVERED IN GOOD CONDITION.
 ME1732
 ME1732                          STATION RECOVERY (1977)
 ME1732
 ME1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1732'MARK NOT FOUND.
 ME1732
 ME1732                          STATION RECOVERY (1987)
 ME1732
 ME1732'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0092 ***********************************************************************
 MF0092  DESIGNATION -  C 141
 MF0092  PID         -  MF0092
 MF0092  STATE/COUNTY-  IL/WILL
 MF0092  USGS QUAD   -  JOLIET (1993)
 MF0092
 MF0092                         *CURRENT SURVEY CONTROL
 MF0092  ___________________________________________________________________
 MF0092* NAD 83(1986)-  41 33 40.     (N)    088 04 10.     (W)     SCALED    
 MF0092* NAVD 88     -       184.371  (meters)     604.89   (feet)  ADJUSTED  
 MF0092  ___________________________________________________________________
 MF0092  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF0092  DYNAMIC HT  -         184.301 (meters)     604.66  (feet)  COMP
 MF0092  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 MF0092
 MF0092  VERT ORDER  -  FIRST     CLASS II
 MF0092
 MF0092.The horizontal coordinates were scaled from a topographic map and have
 MF0092.an estimated accuracy of +/- 6 seconds.
 MF0092
 MF0092.The orthometric height was determined by differential leveling
 MF0092.and adjusted by the National Geodetic Survey in June 1991..
 MF0092
 MF0092.The geoid height was determined by GEOID03.
 MF0092
 MF0092.The dynamic height is computed by dividing the NAVD 88
 MF0092.geopotential number by the normal gravity value computed on the
 MF0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0092.degrees latitude (g = 980.6199 gals.).
 MF0092
 MF0092.The modeled gravity was interpolated from observed gravity values.
 MF0092
 MF0092;                    North         East    Units  Estimated Accuracy
 MF0092;SPC IL E     -   543,390.      322,010.      MT  (+/- 180 meters Scaled)
 MF0092
 MF0092                          SUPERSEDED SURVEY CONTROL
 MF0092
 MF0092  NGVD 29 (??/??/92)  184.46   (m)          605.2    (f) COMPUTED    1 2
 MF0092
 MF0092.Superseded values are not recommended for survey control.
 MF0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0092.See file dsdata.txt to determine how the superseded data were derived.
 MF0092
 MF0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM108016(NAD 83)
 MF0092_MARKER: DB = BENCH MARK DISK
 MF0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0092_SP_SET: BRIDGE
 MF0092_STAMPING: C 141 1947
 MF0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0092
 MF0092  HISTORY     - Date     Condition        Report By
 MF0092  HISTORY     - 1947     MONUMENTED       CGS
 MF0092
 MF0092                          STATION DESCRIPTION
 MF0092
 MF0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0092'2.4 MI N FROM JOLIET.
 MF0092'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 4A FROM ITS JUNCTION
 MF0092'WITH U.S. HIGHWAY 30 AT JOLIET, ABOUT 0.75 MILE NORTH OF THE NORTH
 MF0092'CITY LIMITS OF JOLIET, SET IN THE TOP OF THE NORTH END OF THE
 MF0092'RETAINING WALL ALONG THE WEST SIDE OF THE HIGHWAY AT A STONE
 MF0092'BRIDGE AT THE JUNCTION OF FAIRMONT AVENUE, 128 FEET SOUTH OF THE
 MF0092'PROLONGED CENTER LINE OF FAIRMOUNT AVENUE, 32 FEET WEST OF THE
 MF0092'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF THE NORTH END OF THE
 MF0092'RETAINING WALL, 1.9 FEET EAST OF THE WEST FACE OF THE RETAINING
 MF0092'WALL AND 1/2 FOOT BELOW THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0093 ***********************************************************************
 MF0093  DESIGNATION -  C 141 RESET 1954
 MF0093  PID         -  MF0093
 MF0093  STATE/COUNTY-  IL/WILL
 MF0093  USGS QUAD   -  JOLIET (1993)
 MF0093
 MF0093                         *CURRENT SURVEY CONTROL
 MF0093  ___________________________________________________________________
 MF0093* NAD 83(1986)-  41 33 40.     (N)    088 04 10.     (W)     SCALED    
 MF0093* NAVD 88     -       181.85   (meters)     596.6    (feet)  RESET     
 MF0093  ___________________________________________________________________
 MF0093  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF0093
 MF0093  VERT ORDER  -  THIRD
 MF0093
 MF0093.The horizontal coordinates were scaled from a topographic map and have
 MF0093.an estimated accuracy of +/- 6 seconds.
 MF0093
 MF0093.The orthometric height was computed from unverified reset data.
 MF0093.No vertical observational check was made to the station.
 MF0093
 MF0093.The geoid height was determined by GEOID03.
 MF0093
 MF0093;                    North         East    Units  Estimated Accuracy
 MF0093;SPC IL E     -   543,390.      322,010.      MT  (+/- 180 meters Scaled)
 MF0093
 MF0093                          SUPERSEDED SURVEY CONTROL
 MF0093
 MF0093  NGVD 29 (??/??/??)  181.94   (m)          596.9    (f) RESET       3  
 MF0093
 MF0093.Superseded values are not recommended for survey control.
 MF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0093.See file dsdata.txt to determine how the superseded data were derived.
 MF0093
 MF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM108016(NAD 83)
 MF0093_MARKER: DD = SURVEY DISK
 MF0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0093_SP_SET: CULVERT
 MF0093_STAMPING: C 141 RESET 1954
 MF0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0093
 MF0093  HISTORY     - Date     Condition        Report By
 MF0093  HISTORY     - 1954     MONUMENTED       ILDT
 MF0093
 MF0093                          STATION DESCRIPTION
 MF0093
 MF0093'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1954
 MF0093'2.4 MI N FROM JOLIET.
 MF0093'2.4 MILES NORTH ALONG STATE HIGHWAY 4 A FROM THE JUNCTION OF
 MF0093'U.S. HIGHWAY 30 AT JOLIET, 0.8 MILE NORTH OF THE NORTH CITY
 MF0093'LIMITS, AT THE JUNCTION OF FARIMONT AVENUE, 103 FEET SOUTH OF
 MF0093'THE PROLONGED CENTERLINE OF FAIRMONT AVENUE, 60.5 FEET EAST OF THE
 MF0093'CENTERLINE OF THE HIGHWAY, AT A BOX CULVERT, AND IN THE SOUTH END
 MF0093'OF THE EAST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0075 ***********************************************************************
 MF0075  DESIGNATION -  C 142
 MF0075  PID         -  MF0075
 MF0075  STATE/COUNTY-  IL/WILL
 MF0075  USGS QUAD   -  JOLIET (1993)
 MF0075
 MF0075                         *CURRENT SURVEY CONTROL
 MF0075  ___________________________________________________________________
 MF0075* NAD 83(1986)-  41 31 20.     (N)    088 07 29.     (W)     SCALED    
 MF0075* NAVD 88     -       196.089  (meters)     643.34   (feet)  ADJUSTED  
 MF0075  ___________________________________________________________________
 MF0075  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF0075  DYNAMIC HT  -         196.015 (meters)     643.09  (feet)  COMP
 MF0075  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 MF0075
 MF0075  VERT ORDER  -  FIRST     CLASS II
 MF0075
 MF0075.The horizontal coordinates were scaled from a topographic map and have
 MF0075.an estimated accuracy of +/- 6 seconds.
 MF0075
 MF0075.The orthometric height was determined by differential leveling
 MF0075.and adjusted by the National Geodetic Survey in June 1991..
 MF0075
 MF0075.The geoid height was determined by GEOID03.
 MF0075
 MF0075.The dynamic height is computed by dividing the NAVD 88
 MF0075.geopotential number by the normal gravity value computed on the
 MF0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0075.degrees latitude (g = 980.6199 gals.).
 MF0075
 MF0075.The modeled gravity was interpolated from observed gravity values.
 MF0075
 MF0075;                    North         East    Units  Estimated Accuracy
 MF0075;SPC IL E     -   539,060.      317,410.      MT  (+/- 180 meters Scaled)
 MF0075
 MF0075                          SUPERSEDED SURVEY CONTROL
 MF0075
 MF0075  NGVD 29 (??/??/92)  196.179  (m)          643.63   (f) ADJ UNCH    1 2
 MF0075
 MF0075.Superseded values are not recommended for survey control.
 MF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0075.See file dsdata.txt to determine how the superseded data were derived.
 MF0075
 MF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL061973(NAD 83)
 MF0075_MARKER: DB = BENCH MARK DISK
 MF0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0075_STAMPING: C 142 1947
 MF0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0075+STABILITY: SURFACE MOTION
 MF0075
 MF0075  HISTORY     - Date     Condition        Report By
 MF0075  HISTORY     - 1947     MONUMENTED       CGS
 MF0075  HISTORY     - 1974     MARK NOT FOUND   NGS
 MF0075
 MF0075                          STATION DESCRIPTION
 MF0075
 MF0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0075'2.3 MI W FROM JOLIET.
 MF0075'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE COURT HOUSE
 MF0075'AT JOLIET, ABOUT 0.1 MILE WEST OF THE JOLIET CITY LIMIT SIGN,
 MF0075'SET IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF ROCKDALE
 MF0075'ROAD, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 61 FEET
 MF0075'WEST OF THE CENTER LINE OF ROCKDALE ROAD, 55 FEET NORTHWEST OF
 MF0075'THE WEST END OF A 2-FOOT CONCRETE BOX CULVERT UNDER ROCKDALE
 MF0075'ROAD, 9 FEET SOUTHEAST OF A POWER POLE, ABOUT 0.25 MILE EAST OF
 MF0075'THE CROSSING OF A POWER TRANSMISSION LINE, 1/2 FOOT BELOW THE
 MF0075'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF0075'4 INCHES.
 MF0075
 MF0075                          STATION RECOVERY (1974)
 MF0075
 MF0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MF0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0159 ***********************************************************************
 MF0159  DESIGNATION -  C 143
 MF0159  PID         -  MF0159
 MF0159  STATE/COUNTY-  IL/GRUNDY
 MF0159  USGS QUAD   -  MINOOKA (1993)
 MF0159
 MF0159                         *CURRENT SURVEY CONTROL
 MF0159  ___________________________________________________________________
 MF0159* NAD 83(1986)-  41 24 59.     (N)    088 21 54.     (W)     SCALED    
 MF0159* NAVD 88     -       163.976  (meters)     537.98   (feet)  ADJUSTED  
 MF0159  ___________________________________________________________________
 MF0159  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF0159  DYNAMIC HT  -         163.914 (meters)     537.77  (feet)  COMP
 MF0159  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 MF0159
 MF0159  VERT ORDER  -  FIRST     CLASS II
 MF0159
 MF0159.The horizontal coordinates were scaled from a topographic map and have
 MF0159.an estimated accuracy of +/- 6 seconds.
 MF0159
 MF0159.The orthometric height was determined by differential leveling
 MF0159.and adjusted by the National Geodetic Survey in June 1991..
 MF0159
 MF0159.The geoid height was determined by GEOID03.
 MF0159
 MF0159.The dynamic height is computed by dividing the NAVD 88
 MF0159.geopotential number by the normal gravity value computed on the
 MF0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0159.degrees latitude (g = 980.6199 gals.).
 MF0159
 MF0159.The modeled gravity was interpolated from observed gravity values.
 MF0159
 MF0159;                    North         East    Units  Estimated Accuracy
 MF0159;SPC IL E     -   527,280.      297,350.      MT  (+/- 180 meters Scaled)
 MF0159
 MF0159                          SUPERSEDED SURVEY CONTROL
 MF0159
 MF0159  NGVD 29 (??/??/92)  164.056  (m)          538.24   (f) ADJ UNCH    1 2
 MF0159
 MF0159.Superseded values are not recommended for survey control.
 MF0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0159.See file dsdata.txt to determine how the superseded data were derived.
 MF0159
 MF0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL859858(NAD 83)
 MF0159_MARKER: DB = BENCH MARK DISK
 MF0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0159_SP_SET: CULVERT
 MF0159_STAMPING: C 143 1947
 MF0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0159
 MF0159  HISTORY     - Date     Condition        Report By
 MF0159  HISTORY     - 1947     MONUMENTED       CGS
 MF0159
 MF0159                          STATION DESCRIPTION
 MF0159
 MF0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0159'5.5 MI NE FROM MORRIS.
 MF0159'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0159'HOUSE AT MORRIS, THENCE ABOUT 4.45 MILES NORTHEAST ALONG U.S.
 MF0159'HIGHWAY 6, ABOUT 150 YARDS SOUTHWEST OF A TWO STORY BRICK FARM
 MF0159'HOUSE, SET IN THE SOUTWEST QUARTER OF THE INTERSECTION OF
 MF0159'A NORTH-SOUTH GRAVEL ROAD AND ON A CURVE IN THE HIGHWAY WITH
 MF0159'TANGENTS EXTENDING EAST AND SOUTHWEST, 40 FEET SOUTH OF THE
 MF0159'CENTER LINE OF THE HIGHWAY, 121 FEET WEST OF THE CENTER LINE
 MF0159'OF THE GRAVEL ROAD, 11.5 FEET EAST OF A POWER POLE, 79 FEET
 MF0159'SOUTHWEST OF THE SOUTH END OF A 2-FOOT CONCRETE BOX CULVERT,
 MF0159'1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1 FOOT BELOW
 MF0159'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF0159'4 INCHES.  THIS MARK MAY ALSO BE REACHED FROM MORRIS BY GOING
 MF0159'1.8 MILES NORTH ALONG STATE HIGHWAY 47, THENCE 3.7 MILES
 MF0159'NORTHEAST ALONG U.S. HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0160 ***********************************************************************
 MF0160  DESIGNATION -  C 143 RESET 1971
 MF0160  PID         -  MF0160
 MF0160  STATE/COUNTY-  IL/GRUNDY
 MF0160  USGS QUAD   -  MINOOKA (1993)
 MF0160
 MF0160                         *CURRENT SURVEY CONTROL
 MF0160  ___________________________________________________________________
 MF0160* NAD 83(1986)-  41 25 00.     (N)    088 21 54.     (W)     SCALED    
 MF0160* NAVD 88     -       167.46   (meters)     549.4    (feet)  RESET     
 MF0160  ___________________________________________________________________
 MF0160  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF0160
 MF0160  VERT ORDER  -  THIRD
 MF0160
 MF0160.The horizontal coordinates were scaled from a topographic map and have
 MF0160.an estimated accuracy of +/- 6 seconds.
 MF0160
 MF0160.The orthometric height was computed from unverified reset data.
 MF0160
 MF0160.The geoid height was determined by GEOID03.
 MF0160
 MF0160;                    North         East    Units  Estimated Accuracy
 MF0160;SPC IL E     -   527,320.      297,350.      MT  (+/- 180 meters Scaled)
 MF0160
 MF0160                          SUPERSEDED SURVEY CONTROL
 MF0160
 MF0160.No superseded survey control is available for this station.
 MF0160
 MF0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL859859(NAD 83)
 MF0160_MARKER: DB = BENCH MARK DISK
 MF0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0160_STAMPING: C 143 RESET 1971
 MF0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0160+STABILITY: SURFACE MOTION
 MF0160
 MF0160  HISTORY     - Date     Condition        Report By
 MF0160  HISTORY     - 1971     MONUMENTED       NGS
 MF0160  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0160
 MF0160                          STATION DESCRIPTION
 MF0160
 MF0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MF0160'4 MI NE FROM MORRIS.
 MF0160'ABOUT 3.75 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS
 MF0160'JUNCTION WITH STATE HIGHWAY 47 AT THE NORTH EDGE OF MORRIS,
 MF0160'1 FOOT EAST OF A METAL WITNESS POST, 4 FEET SOUTHWEST OF A POWER
 MF0160'POLE, 172 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, IN THE
 MF0160'NORTH RIGHT-OF-WAY OF THE HIGHWAY, SET IN THE TOP OF A ROUND
 MF0160'CONCRETE POST PROJECTING 4 INCHES.
 MF0160
 MF0160                          STATION RECOVERY (1989)
 MF0160
 MF0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0051 ***********************************************************************
 HB0051  DESIGNATION -  C 144
 HB0051  PID         -  HB0051
 HB0051  STATE/COUNTY-  IL/GALLATIN
 HB0051  USGS QUAD   -  EQUALITY (1996)
 HB0051
 HB0051                         *CURRENT SURVEY CONTROL
 HB0051  ___________________________________________________________________
 HB0051* NAD 83(1986)-  37 43 36.     (N)    088 15 55.     (W)     SCALED    
 HB0051* NAVD 88     -       109.124  (meters)     358.02   (feet)  ADJUSTED  
 HB0051  ___________________________________________________________________
 HB0051  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HB0051  DYNAMIC HT  -         109.048 (meters)     357.77  (feet)  COMP
 HB0051  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 HB0051
 HB0051  VERT ORDER  -  FIRST     CLASS II
 HB0051
 HB0051.The horizontal coordinates were scaled from a topographic map and have
 HB0051.an estimated accuracy of +/- 6 seconds.
 HB0051
 HB0051.The orthometric height was determined by differential leveling
 HB0051.and adjusted by the National Geodetic Survey in June 1991..
 HB0051
 HB0051.The geoid height was determined by GEOID03.
 HB0051
 HB0051.The dynamic height is computed by dividing the NAVD 88
 HB0051.geopotential number by the normal gravity value computed on the
 HB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0051.degrees latitude (g = 980.6199 gals.).
 HB0051
 HB0051.The modeled gravity was interpolated from observed gravity values.
 HB0051
 HB0051;                    North         East    Units  Estimated Accuracy
 HB0051;SPC IL E     -   117,640.      306,000.      MT  (+/- 180 meters Scaled)
 HB0051
 HB0051                          SUPERSEDED SURVEY CONTROL
 HB0051
 HB0051  NGVD 29 (??/??/??)  109.225  (m)          358.35   (f) ADJUSTED    1 2
 HB0051
 HB0051.Superseded values are not recommended for survey control.
 HB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0051.See file dsdata.txt to determine how the superseded data were derived.
 HB0051
 HB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG884762(NAD 83)
 HB0051_MARKER: DB = BENCH MARK DISK
 HB0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0051_STAMPING: C 144 1949
 HB0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0051+STABILITY: SURFACE MOTION
 HB0051
 HB0051  HISTORY     - Date     Condition        Report By
 HB0051  HISTORY     - 1949     MONUMENTED       CGS
 HB0051
 HB0051                          STATION DESCRIPTION
 HB0051
 HB0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0051'4.5 MI NW FROM SHAWNEETOWN.
 HB0051'ABOUT 4.5 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HB0051'RAILROAD FROM THE CITY WATER TOWER AT SHAWNEETOWN, ABOUT 1.1
 HB0051'MILES SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 1 AT LAWLER,
 HB0051'AT A FARM ROAD CROSSING, 29 FEET NORTH-NORTHWEST OF THE CENTER
 HB0051'OF THE CROSSING, 26 FEET NORTH OF THE NORTH RAIL, 9 FEET WEST OF
 HB0051'THE CENTER OF THE FARM ROAD AT CENTER OF GATE IN R/W FENCE LINE,
 HB0051'1 FOOT SOUTH OF THE FENCE LINE, 1 1/2 FEET WEST OF A WHITE
 HB0051'WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF
 HB0051'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0556 ***********************************************************************
 HB0556  DESIGNATION -  C 145
 HB0556  PID         -  HB0556
 HB0556  STATE/COUNTY-  IL/SALINE
 HB0556  USGS QUAD   -  GALATIA (1976)
 HB0556
 HB0556                         *CURRENT SURVEY CONTROL
 HB0556  ___________________________________________________________________
 HB0556* NAD 83(1986)-  37 49 27.     (N)    088 31 58.     (W)     SCALED    
 HB0556* NAVD 88     -       124.175  (meters)     407.40   (feet)  ADJUSTED  
 HB0556  ___________________________________________________________________
 HB0556  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HB0556  DYNAMIC HT  -         124.090 (meters)     407.12  (feet)  COMP
 HB0556  MODELED GRAV-     979,946.0   (mgal)                       NAVD 88
 HB0556
 HB0556  VERT ORDER  -  FIRST     CLASS II
 HB0556
 HB0556.The horizontal coordinates were scaled from a topographic map and have
 HB0556.an estimated accuracy of +/- 6 seconds.
 HB0556
 HB0556.The orthometric height was determined by differential leveling
 HB0556.and adjusted by the National Geodetic Survey in June 1991..
 HB0556
 HB0556.The geoid height was determined by GEOID03.
 HB0556
 HB0556.The dynamic height is computed by dividing the NAVD 88
 HB0556.geopotential number by the normal gravity value computed on the
 HB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0556.degrees latitude (g = 980.6199 gals.).
 HB0556
 HB0556.The modeled gravity was interpolated from observed gravity values.
 HB0556
 HB0556;                    North         East    Units  Estimated Accuracy
 HB0556;SPC IL E     -   128,480.      282,440.      MT  (+/- 180 meters Scaled)
 HB0556
 HB0556                          SUPERSEDED SURVEY CONTROL
 HB0556
 HB0556  NGVD 29 (??/??/??)  124.274  (m)          407.72   (f) ADJUSTED    1 2
 HB0556
 HB0556.Superseded values are not recommended for survey control.
 HB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0556.See file dsdata.txt to determine how the superseded data were derived.
 HB0556
 HB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG651874(NAD 83)
 HB0556_MARKER: DB = BENCH MARK DISK
 HB0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0556_SP_SET: FOUNDATION
 HB0556_STAMPING: C 145 1949
 HB0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0556
 HB0556  HISTORY     - Date     Condition        Report By
 HB0556  HISTORY     - 1949     MONUMENTED       CGS
 HB0556  HISTORY     - 1980     GOOD             ILDT
 HB0556  HISTORY     - 1980     GOOD             ILDT
 HB0556  HISTORY     - 1980     GOOD             ILDT
 HB0556
 HB0556                          STATION DESCRIPTION
 HB0556
 HB0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0556'4.6 MI SE FROM GALATIA.
 HB0556'4.65 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0556'THE STATION AT GALATIA, ABOUT 5.1 MILES WEST-NORTHWEST ALONG THE
 HB0556'I.C.RR FROM THE JUNCTION WITH THE CLEVELAND, CINCINNATI, CHICAGO
 HB0556'AND ST. LOUIS RAILWAY AT ELDORADO, AT ROAD CROSSING AT OLD STATION
 HB0556'SITE AT RALEIGH, SET IN THE TOP CONCRETE FOUNDATION OF SCALES, 42.5
 HB0556'FEET EAST OF THE CENTER LINE OF ROAD CROSSING, 102 FEET NORTHWEST
 HB0556'OF STATION SIGN ON RAILROAD BOOTH, 34.5 FEET SOUTH AND ACROSS
 HB0556'DRIVEWAY FROM THE NORTHWEST END OF A SHORT SIDING, 23 FEET NORTHEAST
 HB0556'OF THE NORTHEAST RAIL, 18 FEET SOUTHWEST OF A DRIVEWAY LEADING
 HB0556'SOUTHEAST, AND ABOUT LEVEL WITH THE TRACK.  NOTE-- C 145 IS 0.4
 HB0556'MILE EAST OF INTERSECTION OF I.C.RR AND ST. HWY 34 AY RALEIGH.
 HB0556
 HB0556                          STATION RECOVERY (1980)
 HB0556
 HB0556'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0556'RECOVERED IN GOOD CONDITION.
 HB0556
 HB0556                          STATION RECOVERY (1980)
 HB0556
 HB0556'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0556'RECOVERED IN GOOD CONDITION.
 HB0556
 HB0556                          STATION RECOVERY (1980)
 HB0556
 HB0556'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0527 ***********************************************************************
 HB0527  DESIGNATION -  C 146
 HB0527  PID         -  HB0527
 HB0527  STATE/COUNTY-  IL/FRANKLIN
 HB0527  USGS QUAD   -  THOMPSONVILLE (1976)
 HB0527
 HB0527                         *CURRENT SURVEY CONTROL
 HB0527  ___________________________________________________________________
 HB0527* NAD 83(1986)-  37 56 54.     (N)    088 49 34.     (W)     SCALED    
 HB0527* NAVD 88     -       144.268  (meters)     473.32   (feet)  ADJUSTED  
 HB0527  ___________________________________________________________________
 HB0527  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB0527  DYNAMIC HT  -         144.171 (meters)     473.00  (feet)  COMP
 HB0527  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 HB0527
 HB0527  VERT ORDER  -  FIRST     CLASS II
 HB0527
 HB0527.The horizontal coordinates were scaled from a topographic map and have
 HB0527.an estimated accuracy of +/- 6 seconds.
 HB0527
 HB0527.The orthometric height was determined by differential leveling
 HB0527.and adjusted by the National Geodetic Survey in June 1991..
 HB0527
 HB0527.The geoid height was determined by GEOID03.
 HB0527
 HB0527.The dynamic height is computed by dividing the NAVD 88
 HB0527.geopotential number by the normal gravity value computed on the
 HB0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0527.degrees latitude (g = 980.6199 gals.).
 HB0527
 HB0527.The modeled gravity was interpolated from observed gravity values.
 HB0527
 HB0527;                    North         East    Units  Estimated Accuracy
 HB0527;SPC IL E     -   142,360.      256,690.      MT  (+/- 180 meters Scaled)
 HB0527
 HB0527                          SUPERSEDED SURVEY CONTROL
 HB0527
 HB0527  NGVD 29 (??/??/??)  144.362  (m)          473.63   (f) ADJUSTED    1 2
 HB0527
 HB0527.Superseded values are not recommended for survey control.
 HB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0527.See file dsdata.txt to determine how the superseded data were derived.
 HB0527
 HB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH395016(NAD 83)
 HB0527_MARKER: DB = BENCH MARK DISK
 HB0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0527_STAMPING: C 146 1949
 HB0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0527+STABILITY: SURFACE MOTION
 HB0527
 HB0527  HISTORY     - Date     Condition        Report By
 HB0527  HISTORY     - 1949     MONUMENTED       CGS
 HB0527  HISTORY     - 1960     GOOD             CGS
 HB0527  HISTORY     - 1980     GOOD             ILDT
 HB0527  HISTORY     - 1980     GOOD             ILDT
 HB0527  HISTORY     - 1980     GOOD             ILDT
 HB0527  HISTORY     - 20060301 GOOD             ILDT
 HB0527
 HB0527                          STATION DESCRIPTION
 HB0527
 HB0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0527'4.4 MI NW FROM THOMPSONVILLE.
 HB0527'4.4 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0527'STATION AT THOMPSONVILLE, AT A ROAD CROSSING, 51 FEET NORTH AND
 HB0527'ACROSS THE TRACK FROM MILE POST 96, 37.5 FEET EAST OF THE CENTER
 HB0527'LINE OF THE CROSSING, 37.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 HB0527'24.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 25 FEET SOUTH-SOUTHEAST
 HB0527'OF FENCE CORNER, 22 FEET SOUTHEAST OF TELEPHONE POLE, 1.5 FEET
 HB0527'SOUTHWEST OF R/W FENCE LINE, 1.5 FEET BELOW THE LEVEL OF THE TRACK,
 HB0527'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HB0527
 HB0527                          STATION RECOVERY (1960)
 HB0527
 HB0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0527'RECOVERED IN GOOD CONDITION.
 HB0527
 HB0527                          STATION RECOVERY (1980)
 HB0527
 HB0527'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0527'RECOVERED IN GOOD CONDITION.
 HB0527
 HB0527                          STATION RECOVERY (1980)
 HB0527
 HB0527'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0527'RECOVERED IN GOOD CONDITION.
 HB0527
 HB0527                          STATION RECOVERY (1980)
 HB0527
 HB0527'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0527'RECOVERED IN GOOD CONDITION.
 HB0527
 HB0527                          STATION RECOVERY (2006)
 HB0527
 HB0527'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0030 ***********************************************************************
 JC0030  DESIGNATION -  C 147
 JC0030  PID         -  JC0030
 JC0030  STATE/COUNTY-  IL/ST CLAIR
 JC0030  USGS QUAD   -  GRANITE CITY (1998)
 JC0030
 JC0030                         *CURRENT SURVEY CONTROL
 JC0030  ___________________________________________________________________
 JC0030* NAD 83(1986)-  38 37 34.     (N)    090 08 14.     (W)     SCALED    
 JC0030* NAVD 88     -       126.242  (meters)     414.18   (feet)  ADJUSTED  
 JC0030  ___________________________________________________________________
 JC0030  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JC0030  DYNAMIC HT  -         126.162 (meters)     413.92  (feet)  COMP
 JC0030  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 JC0030
 JC0030  VERT ORDER  -  FIRST     CLASS I
 JC0030
 JC0030.The horizontal coordinates were scaled from a topographic map and have
 JC0030.an estimated accuracy of +/- 6 seconds.
 JC0030
 JC0030.The orthometric height was determined by differential leveling
 JC0030.and adjusted by the National Geodetic Survey in June 1991..
 JC0030.WARNING-Repeat measurements at this control monument indicate possible
 JC0030.vertical movement.
 JC0030
 JC0030.The geoid height was determined by GEOID03.
 JC0030
 JC0030.The dynamic height is computed by dividing the NAVD 88
 JC0030.geopotential number by the normal gravity value computed on the
 JC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0030.degrees latitude (g = 980.6199 gals.).
 JC0030
 JC0030.The modeled gravity was interpolated from observed gravity values.
 JC0030
 JC0030;                    North         East    Units  Estimated Accuracy
 JC0030;SPC IL W     -   217,470.      702,560.      MT  (+/- 180 meters Scaled)
 JC0030
 JC0030                          SUPERSEDED SURVEY CONTROL
 JC0030
 JC0030  NGVD 29 (??/??/92)  126.354  (m)          414.55   (f) ADJ UNCH    1 1
 JC0030
 JC0030.Superseded values are not recommended for survey control.
 JC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0030.See file dsdata.txt to determine how the superseded data were derived.
 JC0030
 JC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC492791(NAD 83)
 JC0030_MARKER: DB = BENCH MARK DISK
 JC0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0030_STAMPING: C 147 1949
 JC0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0030+STABILITY: SURFACE MOTION
 JC0030
 JC0030  HISTORY     - Date     Condition        Report By
 JC0030  HISTORY     - 1949     MONUMENTED       CGS
 JC0030  HISTORY     - 1969     GOOD             NGS
 JC0030
 JC0030                          STATION DESCRIPTION
 JC0030
 JC0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0030'AT EAST ST LOUIS.
 JC0030'AT EAST ST. LOUIS, IN THE NORTH CORNER OF THE JUNCTION OF 15 TH
 JC0030'STREET AND ST CLAIR AVENUE (U.S. HIGHWAY 50), 9.0 FEET NORTHEAST
 JC0030'OF THE NORTHEAST CURB LINE OF ST CLAIR AVENUE, 9.8 FEET NORTHWEST
 JC0030'OF THE NORTHWEST CURB OF 15 TH STREET, 7.9 FEET EAST OF THE
 JC0030'CENTER OF A ROUND MAN HOLE COVER, 1/2 FOOT ABOVE THE LEVEL
 JC0030'OF THE AVENUE AND SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 JC0030'THE SIDEWALKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1094 ***********************************************************************
 HB1094  DESIGNATION -  C 148
 HB1094  PID         -  HB1094
 HB1094  STATE/COUNTY-  IL/JACKSON
 HB1094  USGS QUAD   -  ALTENBURG (1994)
 HB1094
 HB1094                         *CURRENT SURVEY CONTROL
 HB1094  ___________________________________________________________________
 HB1094* NAD 83(1986)-  37 39 20.     (N)    089 30 31.     (W)     SCALED    
 HB1094* NAVD 88     -       110.872  (meters)     363.75   (feet)  ADJUSTED  
 HB1094  ___________________________________________________________________
 HB1094  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HB1094  DYNAMIC HT  -         110.795 (meters)     363.50  (feet)  COMP
 HB1094  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 HB1094
 HB1094  VERT ORDER  -  FIRST     CLASS II
 HB1094
 HB1094.The horizontal coordinates were scaled from a topographic map and have
 HB1094.an estimated accuracy of +/- 6 seconds.
 HB1094
 HB1094.The orthometric height was determined by differential leveling
 HB1094.and adjusted by the National Geodetic Survey in June 1991..
 HB1094
 HB1094.The geoid height was determined by GEOID03.
 HB1094
 HB1094.The dynamic height is computed by dividing the NAVD 88
 HB1094.geopotential number by the normal gravity value computed on the
 HB1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1094.degrees latitude (g = 980.6199 gals.).
 HB1094
 HB1094.The modeled gravity was interpolated from observed gravity values.
 HB1094
 HB1094;                    North         East    Units  Estimated Accuracy
 HB1094;SPC IL W     -   109,950.      758,070.      MT  (+/- 180 meters Scaled)
 HB1094
 HB1094                          SUPERSEDED SURVEY CONTROL
 HB1094
 HB1094  NGVD 29 (??/??/??)  110.971  (m)          364.08   (f) ADJUSTED    1 2
 HB1094
 HB1094.Superseded values are not recommended for survey control.
 HB1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1094.See file dsdata.txt to determine how the superseded data were derived.
 HB1094
 HB1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG787705(NAD 83)
 HB1094_MARKER: DB = BENCH MARK DISK
 HB1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1094_STAMPING: C 148 1949
 HB1094_PROJECTION: FLUSH
 HB1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1094+STABILITY: SURFACE MOTION
 HB1094
 HB1094  HISTORY     - Date     Condition        Report By
 HB1094  HISTORY     - 1949     MONUMENTED       CGS
 HB1094  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB1094
 HB1094                          STATION DESCRIPTION
 HB1094
 HB1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB1094'1.8 MI NW FROM GRAND TOWER.
 HB1094'1.75 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB1094'THE STATION AT GRAND TOWER, ABOUT 0.32 MILE NORTHWEST OF MILE
 HB1094'POST T 116, ABOUT 112 YARDS NORTHWEST OF A PUBLIC ROAD CROSSING,
 HB1094'51 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET SOUTHWEST OF
 HB1094'THE SOUTHEAST FENCE CORNER OF STEEL FENCE AROUND C.I.P.S. COMPANY
 HB1094'POWER PLANT, 1.2 FEET SOUTH OF FENCE, 2 FEET WEST OF A WHITE
 HB1094'WOODEN WITNESS POST, ABOUT 3.5 FEET BELOW THE LEVEL OF THE TRACK
 HB1094'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HB1094
 HB1094                          STATION RECOVERY (1981)
 HB1094
 HB1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1094'NOT RECOVERED, NEW FENCES MUST HAVE BEEN PUT UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0297 ***********************************************************************
 KC0297  DESIGNATION -  C 15
 KC0297  PID         -  KC0297
 KC0297  STATE/COUNTY-  IL/BROWN
 KC0297  USGS QUAD   -  VERSAILLES (1980)
 KC0297
 KC0297                         *CURRENT SURVEY CONTROL
 KC0297  ___________________________________________________________________
 KC0297* NAD 83(1986)-  39 56 59.     (N)    090 44 29.     (W)     SCALED    
 KC0297* NAVD 88     -       212.786  (meters)     698.12   (feet)  ADJUSTED  
 KC0297  ___________________________________________________________________
 KC0297  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KC0297  DYNAMIC HT  -         212.672 (meters)     697.74  (feet)  COMP
 KC0297  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 KC0297
 KC0297  VERT ORDER  -  FIRST     CLASS II
 KC0297
 KC0297.The horizontal coordinates were scaled from a topographic map and have
 KC0297.an estimated accuracy of +/- 6 seconds.
 KC0297
 KC0297.The orthometric height was determined by differential leveling
 KC0297.and adjusted by the National Geodetic Survey in June 1991..
 KC0297
 KC0297.The geoid height was determined by GEOID03.
 KC0297
 KC0297.The dynamic height is computed by dividing the NAVD 88
 KC0297.geopotential number by the normal gravity value computed on the
 KC0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0297.degrees latitude (g = 980.6199 gals.).
 KC0297
 KC0297.The modeled gravity was interpolated from observed gravity values.
 KC0297
 KC0297;                    North         East    Units  Estimated Accuracy
 KC0297;SPC IL W     -   364,560.      650,890.      MT  (+/- 180 meters Scaled)
 KC0297
 KC0297                          SUPERSEDED SURVEY CONTROL
 KC0297
 KC0297  NGVD 29 (??/??/92)  212.876  (m)          698.41   (f) ADJ UNCH    1 2
 KC0297
 KC0297.Superseded values are not recommended for survey control.
 KC0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0297.See file dsdata.txt to determine how the superseded data were derived.
 KC0297
 KC0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE929246(NAD 83)
 KC0297_MARKER: DB = BENCH MARK DISK
 KC0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0297_STAMPING: C 15 1933
 KC0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0297+STABILITY: SURFACE MOTION
 KC0297
 KC0297  HISTORY     - Date     Condition        Report By
 KC0297  HISTORY     - 1933     MONUMENTED       CGS
 KC0297
 KC0297                          STATION DESCRIPTION
 KC0297
 KC0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0297'AT HERSMAN.
 KC0297'AT HERSMAN, BROWN COUNTY, ON THE WABASH RAILWAY, OPPOSITE THE
 KC0297'STATION, NEAR THE SIDEWALK LEADING TO THE STATION, 75 FEET EAST
 KC0297'OF THE TRACK, AND NEAR A HITCHING POST.  A STANDARD DISK, STAMPED
 KC0297'C 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0571 ***********************************************************************
 HB0571  DESIGNATION -  C 150
 HB0571  PID         -  HB0571
 HB0571  STATE/COUNTY-  IL/FRANKLIN
 HB0571  USGS QUAD   -  CHRISTOPHER (1976)
 HB0571
 HB0571                         *CURRENT SURVEY CONTROL
 HB0571  ___________________________________________________________________
 HB0571* NAD 83(1986)-  37 58 33.     (N)    089 02 23.     (W)     SCALED    
 HB0571* NAVD 88     -       126.758  (meters)     415.87   (feet)  ADJUSTED  
 HB0571  ___________________________________________________________________
 HB0571  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HB0571  DYNAMIC HT  -         126.674 (meters)     415.60  (feet)  COMP
 HB0571  MODELED GRAV-     979,966.2   (mgal)                       NAVD 88
 HB0571
 HB0571  VERT ORDER  -  FIRST     CLASS II
 HB0571
 HB0571.The horizontal coordinates were scaled from a topographic map and have
 HB0571.an estimated accuracy of +/- 6 seconds.
 HB0571
 HB0571.The orthometric height was determined by differential leveling
 HB0571.and adjusted by the National Geodetic Survey in June 1991..
 HB0571
 HB0571.The geoid height was determined by GEOID03.
 HB0571
 HB0571.The dynamic height is computed by dividing the NAVD 88
 HB0571.geopotential number by the normal gravity value computed on the
 HB0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0571.degrees latitude (g = 980.6199 gals.).
 HB0571
 HB0571.The modeled gravity was interpolated from observed gravity values.
 HB0571
 HB0571;                    North         East    Units  Estimated Accuracy
 HB0571;SPC IL E     -   145,530.      237,940.      MT  (+/- 180 meters Scaled)
 HB0571
 HB0571                          SUPERSEDED SURVEY CONTROL
 HB0571
 HB0571  NGVD 29 (??/??/??)  126.850  (m)          416.17   (f) ADJUSTED    1 2
 HB0571
 HB0571.Superseded values are not recommended for survey control.
 HB0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0571.See file dsdata.txt to determine how the superseded data were derived.
 HB0571
 HB0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH208050(NAD 83)
 HB0571_MARKER: DB = BENCH MARK DISK
 HB0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0571_STAMPING: C 150 1949
 HB0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0571+STABILITY: SURFACE MOTION
 HB0571
 HB0571  HISTORY     - Date     Condition        Report By
 HB0571  HISTORY     - 1949     MONUMENTED       CGS
 HB0571  HISTORY     - 1972     MARK NOT FOUND   USGS
 HB0571
 HB0571                          STATION DESCRIPTION
 HB0571
 HB0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0571'1 MI E FROM CHRISTOPHER.
 HB0571'1.05 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 HB0571'AT CHRISTOPHER, 210 FEET WEST OF MILE POST E 83, 17.5 FEET SOUTH
 HB0571'OF THE SOUTH RAIL, 42 FEET SOUTHWEST OF THE CENTER OF A PUBLIC
 HB0571'CINDER ROAD CROSSING, 15 FEET SOUTHWEST OF THE CROSSING SIGN, 74.5
 HB0571'FEET EAST OF THE SOUTH END OF A CAST IRON PIPE CULVERT UNDER
 HB0571'RAILROAD, 12 FEET WEST OF A TELEPHONE BRACE POLE, 2 FEET WEST OF A
 HB0571'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE
 HB0571'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HB0571
 HB0571                          STATION RECOVERY (1972)
 HB0571
 HB0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HB0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1354 ***********************************************************************
 JB1354  DESIGNATION -  C 151
 JB1354  PID         -  JB1354
 JB1354  STATE/COUNTY-  IL/ST CLAIR
 JB1354  USGS QUAD   -  LEBANON (1991)
 JB1354
 JB1354                         *CURRENT SURVEY CONTROL
 JB1354  ___________________________________________________________________
 JB1354* NAD 83(1986)-  38 32 55.     (N)    089 52 25.     (W)     SCALED    
 JB1354* NAVD 88     -       141.214  (meters)     463.30   (feet)  ADJUSTED  
 JB1354  ___________________________________________________________________
 JB1354  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JB1354  DYNAMIC HT  -         141.124 (meters)     463.00  (feet)  COMP
 JB1354  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JB1354
 JB1354  VERT ORDER  -  FIRST     CLASS II
 JB1354
 JB1354.The horizontal coordinates were scaled from a topographic map and have
 JB1354.an estimated accuracy of +/- 6 seconds.
 JB1354
 JB1354.The orthometric height was determined by differential leveling
 JB1354.and adjusted by the National Geodetic Survey in June 1991..
 JB1354
 JB1354.The geoid height was determined by GEOID03.
 JB1354
 JB1354.The dynamic height is computed by dividing the NAVD 88
 JB1354.geopotential number by the normal gravity value computed on the
 JB1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1354.degrees latitude (g = 980.6199 gals.).
 JB1354
 JB1354.The modeled gravity was interpolated from observed gravity values.
 JB1354
 JB1354;                    North         East    Units  Estimated Accuracy
 JB1354;SPC IL W     -   208,900.      725,550.      MT  (+/- 180 meters Scaled)
 JB1354
 JB1354                          SUPERSEDED SURVEY CONTROL
 JB1354
 JB1354  NGVD 29 (??/??/92)  141.33   (m)          463.7    (f) COMPUTED    1 2
 JB1354
 JB1354.Superseded values are not recommended for survey control.
 JB1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1354.See file dsdata.txt to determine how the superseded data were derived.
 JB1354
 JB1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH495706(NAD 83)
 JB1354_MARKER: DB = BENCH MARK DISK
 JB1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1354_STAMPING: C 151 1949
 JB1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1354+STABILITY: SURFACE MOTION
 JB1354
 JB1354  HISTORY     - Date     Condition        Report By
 JB1354  HISTORY     - 1949     MONUMENTED       CGS
 JB1354  HISTORY     - 1969     GOOD             NGS
 JB1354  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1354
 JB1354                          STATION DESCRIPTION
 JB1354
 JB1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1354'4.9 MI SE FROM O FALLON.
 JB1354'ABOUT 2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1354'THE STATION AT O FALLON, THENCE 2.9 MILES SOUTH ALONG A BLACK TOP
 JB1354'ROAD AND STATE HIGHWAY 158, AT THE OUTSIDE OF A CURVE IN THE
 JB1354'HIGHWAY, AT THE JUNCTION OF A BLACK TOP ROAD LEADING WEST, 143
 JB1354'FEET NORTHEAST OF AND ACROSS THE ROAD WEST FROM THE NORTHEAST
 JB1354'CORNER OF A FENCE AROUND A POWER SUB-STATION, 55 FEET SOUTHWEST
 JB1354'OF THE CENTER LINE OF THE HIGHWAY, 44 FEET NORTH OF THE CENTER
 JB1354'LINE OF THE ROAD, 7 FEET WEST OF A POWER LINE POLE, 1.2 FEET
 JB1354'EAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE
 JB1354'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 8 INCHES BELOW
 JB1354'THE LEVEL OF THE GROUND.
 JB1354
 JB1354                          STATION RECOVERY (1987)
 JB1354
 JB1354'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1317 ***********************************************************************
 JB1317  DESIGNATION -  C 152
 JB1317  PID         -  JB1317
 JB1317  STATE/COUNTY-  IL/CLINTON
 JB1317  USGS QUAD   -  BREESE (1981)
 JB1317
 JB1317                         *CURRENT SURVEY CONTROL
 JB1317  ___________________________________________________________________
 JB1317* NAD 83(1986)-  38 36 24.     (N)    089 36 28.     (W)     SCALED    
 JB1317* NAVD 88     -       144.187  (meters)     473.05   (feet)  ADJUSTED  
 JB1317  ___________________________________________________________________
 JB1317  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JB1317  DYNAMIC HT  -         144.096 (meters)     472.75  (feet)  COMP
 JB1317  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JB1317
 JB1317  VERT ORDER  -  FIRST     CLASS I
 JB1317
 JB1317.The horizontal coordinates were scaled from a topographic map and have
 JB1317.an estimated accuracy of +/- 6 seconds.
 JB1317
 JB1317.The orthometric height was determined by differential leveling
 JB1317.and adjusted by the National Geodetic Survey in June 1991..
 JB1317
 JB1317.The geoid height was determined by GEOID03.
 JB1317
 JB1317.The dynamic height is computed by dividing the NAVD 88
 JB1317.geopotential number by the normal gravity value computed on the
 JB1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1317.degrees latitude (g = 980.6199 gals.).
 JB1317
 JB1317.The modeled gravity was interpolated from observed gravity values.
 JB1317
 JB1317;                    North         East    Units  Estimated Accuracy
 JB1317;SPC IL W     -   215,460.      748,680.      MT  (+/- 180 meters Scaled)
 JB1317
 JB1317                          SUPERSEDED SURVEY CONTROL
 JB1317
 JB1317  NGVD 29 (??/??/92)  144.306  (m)          473.44   (f) ADJ UNCH    1 1
 JB1317
 JB1317.Superseded values are not recommended for survey control.
 JB1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1317.See file dsdata.txt to determine how the superseded data were derived.
 JB1317
 JB1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH729763(NAD 83)
 JB1317_MARKER: DB = BENCH MARK DISK
 JB1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1317_SP_SET: BUILDING
 JB1317_STAMPING: C 152 1949
 JB1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1317
 JB1317  HISTORY     - Date     Condition        Report By
 JB1317  HISTORY     - 1949     MONUMENTED       CGS
 JB1317  HISTORY     - 1969     GOOD             NGS
 JB1317
 JB1317                          STATION DESCRIPTION
 JB1317
 JB1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1317'4.5 MI E FROM TRENTON.
 JB1317'ABOUT 4.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1317'THE CROSSING OF STATE HIGHWAY 160 AT TRENTON, THENCE 0.1 MILE
 JB1317'SOUTH ALONG CLINTON STREET, AT AVISTON, ABOUT 4.4 MILES WEST OF
 JB1317'THE STATION AT BREEZE, AT THE NORTHEAST CORNER OF THE INTERSECTION
 JB1317'OF CLINTON STREET AND SECOND STREET, SET VERTICALLY IN THE WEST
 JB1317'FACE AND AT THE NORTHWEST CORNER OF THE ST FRANCIS SCHOOL GYM,
 JB1317'44 FEET EAST OF THE CENTER LINE OF CLINTON STREET, 1 FOOT SOUTH
 JB1317'OF THE NORTHWEST CORNER OF THE BUILDING AND 1.3 FEET ABOVE THE
 JB1317'LEVEL OF THE GROUND.  SEC 24, T2N, R5W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0014 ***********************************************************************
 JB0014  DESIGNATION -  C 153
 JB0014  PID         -  JB0014
 JB0014  STATE/COUNTY-  IL/CLAY
 JB0014  USGS QUAD   -  FLORA (1970)
 JB0014
 JB0014                         *CURRENT SURVEY CONTROL
 JB0014  ___________________________________________________________________
 JB0014* NAD 83(1986)-  38 40 09.     (N)    088 28 57.     (W)     SCALED    
 JB0014* NAVD 88     -       150.104  (meters)     492.47   (feet)  ADJUSTED  
 JB0014  ___________________________________________________________________
 JB0014  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB0014  DYNAMIC HT  -         150.011 (meters)     492.16  (feet)  COMP
 JB0014  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 JB0014
 JB0014  VERT ORDER  -  FIRST     CLASS II
 JB0014
 JB0014.The horizontal coordinates were scaled from a topographic map and have
 JB0014.an estimated accuracy of +/- 6 seconds.
 JB0014
 JB0014.The orthometric height was determined by differential leveling
 JB0014.and adjusted by the National Geodetic Survey in June 1991..
 JB0014
 JB0014.The geoid height was determined by GEOID03.
 JB0014
 JB0014.The dynamic height is computed by dividing the NAVD 88
 JB0014.geopotential number by the normal gravity value computed on the
 JB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0014.degrees latitude (g = 980.6199 gals.).
 JB0014
 JB0014.The modeled gravity was interpolated from observed gravity values.
 JB0014
 JB0014;                    North         East    Units  Estimated Accuracy
 JB0014;SPC IL E     -   222,260.      287,020.      MT  (+/- 180 meters Scaled)
 JB0014
 JB0014                          SUPERSEDED SURVEY CONTROL
 JB0014
 JB0014  NGVD 29 (??/??/92)  150.214  (m)          492.83   (f) ADJ UNCH    1 2
 JB0014
 JB0014.Superseded values are not recommended for survey control.
 JB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0014.See file dsdata.txt to determine how the superseded data were derived.
 JB0014
 JB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH710811(NAD 83)
 JB0014_MARKER: DB = BENCH MARK DISK
 JB0014_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JB0014_SP_SET: FOUNDATION
 JB0014_STAMPING: C 153 1949
 JB0014_MARK LOGO: CGS   
 JB0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0014+STABILITY: SURFACE MOTION
 JB0014
 JB0014  HISTORY     - Date     Condition        Report By
 JB0014  HISTORY     - 1949     MONUMENTED       CGS
 JB0014  HISTORY     - 1986     GOOD             NGS
 JB0014
 JB0014                          STATION DESCRIPTION
 JB0014
 JB0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0014'AT FLORA.
 JB0014'AT FLORA, SET VERTICALLY IN THE NORTH FACE OF THE POST OFFICE
 JB0014'BUILDING, 10 FEET EAST OF THE EAST EDGE OF DOORS AT THE MAIN
 JB0014'ENTRANCE, 21 FEET WEST OF THE NORTHEAST CORNER, 1 FOOT EAST OF
 JB0014'THE EAST EDGE OF THE MAIN ENTRANCE CONCRETE PLATFORM AND ABOUT
 JB0014'2 FEET ABOVE THE LEVEL OF THE GROUND.
 JB0014
 JB0014                          STATION RECOVERY (1986)
 JB0014
 JB0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0014'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FLORA, AT
 JB0014'THE INTERSECTION OF EAST NORTH AVENUE AND SOUTH SYCAMORE STREET, SET
 JB0014'VERTICALLY IN THE NORTH FACE OF THE POST OFFICE, 32.6 M (107.0 FT)
 JB0014'EAST OF THE CENTER OF THE STREET, 16.7 M (54.8 FT) SOUTH OF THE
 JB0014'CENTERLINE OF THE AVENUE, 6.4 M (21.0 FT) WEST OF THE NORTHEAST CORNER
 JB0014'OF THE BUILDING, AND 0.3 M (1.0 FT) EAST OF THE EAST EDGE OF A PORCH.
 JB0014'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0829 ***********************************************************************
 JB0829  DESIGNATION -  C 154
 JB0829  PID         -  JB0829
 JB0829  STATE/COUNTY-  IL/CLINTON
 JB0829  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0829
 JB0829                         *CURRENT SURVEY CONTROL
 JB0829  ___________________________________________________________________
 JB0829* NAD 83(1986)-  38 34 25.     (N)    089 10 02.     (W)     SCALED    
 JB0829* NAVD 88     -       144.166  (meters)     472.98   (feet)  ADJUSTED  
 JB0829  ___________________________________________________________________
 JB0829  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JB0829  DYNAMIC HT  -         144.074 (meters)     472.68  (feet)  COMP
 JB0829  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JB0829
 JB0829  VERT ORDER  -  FIRST     CLASS II
 JB0829
 JB0829.The horizontal coordinates were scaled from a topographic map and have
 JB0829.an estimated accuracy of +/- 6 seconds.
 JB0829
 JB0829.The orthometric height was determined by differential leveling
 JB0829.and adjusted by the National Geodetic Survey in June 1991..
 JB0829
 JB0829.The geoid height was determined by GEOID03.
 JB0829
 JB0829.The dynamic height is computed by dividing the NAVD 88
 JB0829.geopotential number by the normal gravity value computed on the
 JB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0829.degrees latitude (g = 980.6199 gals.).
 JB0829
 JB0829.The modeled gravity was interpolated from observed gravity values.
 JB0829
 JB0829;                    North         East    Units  Estimated Accuracy
 JB0829;SPC IL W     -   212,110.      787,090.      MT  (+/- 180 meters Scaled)
 JB0829
 JB0829                          SUPERSEDED SURVEY CONTROL
 JB0829
 JB0829  NGVD 29 (??/??/92)  144.298  (m)          473.42   (f) ADJ UNCH    1 2
 JB0829
 JB0829.Superseded values are not recommended for survey control.
 JB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0829.See file dsdata.txt to determine how the superseded data were derived.
 JB0829
 JB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH112716(NAD 83)
 JB0829_MARKER: DB = BENCH MARK DISK
 JB0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0829_SP_SET: BRIDGE
 JB0829_STAMPING: C 154 1949
 JB0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0829
 JB0829  HISTORY     - Date     Condition        Report By
 JB0829  HISTORY     - 1949     MONUMENTED       CGS
 JB0829
 JB0829                          STATION DESCRIPTION
 JB0829
 JB0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0829'2.8 MI SE FROM SHATTUC.
 JB0829'ABOUT 2.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 JB0829'QUINCY RAILROAD FROM THE STATION AT SHATTUC, SET IN THE TOP AT THE
 JB0829'EAST END OF THE NORTH ABUTMENT OF RAILROAD BRIDGE 117.79 OVER
 JB0829'PRAIRIE CREEK, 5.5 FEET EAST OF THE EAST RAIL OF THE NORTH
 JB0829'BOUND TRACK AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0857 ***********************************************************************
 JB0857  DESIGNATION -  C 155
 JB0857  PID         -  JB0857
 JB0857  STATE/COUNTY-  IL/MARION
 JB0857  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0857
 JB0857                         *CURRENT SURVEY CONTROL
 JB0857  ___________________________________________________________________
 JB0857* NAD 83(1986)-  38 37 09.     (N)    089 02 53.     (W)     SCALED    
 JB0857* NAVD 88     -       162.616  (meters)     533.52   (feet)  ADJUSTED  
 JB0857  ___________________________________________________________________
 JB0857  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JB0857  DYNAMIC HT  -         162.514 (meters)     533.18  (feet)  COMP
 JB0857  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JB0857
 JB0857  VERT ORDER  -  FIRST     CLASS II
 JB0857
 JB0857.The horizontal coordinates were scaled from a topographic map and have
 JB0857.an estimated accuracy of +/- 6 seconds.
 JB0857
 JB0857.The orthometric height was determined by differential leveling
 JB0857.and adjusted by the National Geodetic Survey in June 1991..
 JB0857
 JB0857.The geoid height was determined by GEOID03.
 JB0857
 JB0857.The dynamic height is computed by dividing the NAVD 88
 JB0857.geopotential number by the normal gravity value computed on the
 JB0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0857.degrees latitude (g = 980.6199 gals.).
 JB0857
 JB0857.The modeled gravity was interpolated from observed gravity values.
 JB0857
 JB0857;                    North         East    Units  Estimated Accuracy
 JB0857;SPC IL E     -   216,940.      237,760.      MT  (+/- 180 meters Scaled)
 JB0857
 JB0857                          SUPERSEDED SURVEY CONTROL
 JB0857
 JB0857  NGVD 29 (??/??/92)  162.748  (m)          533.95   (f) ADJ UNCH    1 2
 JB0857
 JB0857.Superseded values are not recommended for survey control.
 JB0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0857.See file dsdata.txt to determine how the superseded data were derived.
 JB0857
 JB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH217765(NAD 83)
 JB0857_MARKER: DB = BENCH MARK DISK
 JB0857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JB0857_SP_SET: PIER
 JB0857_STAMPING: C 155 1949
 JB0857_MARK LOGO: CGS   
 JB0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0857
 JB0857  HISTORY     - Date     Condition        Report By
 JB0857  HISTORY     - 1949     MONUMENTED       CGS
 JB0857  HISTORY     - 1986     GOOD             NGS
 JB0857
 JB0857                          STATION DESCRIPTION
 JB0857
 JB0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0857'AT ODIN.
 JB0857'AT ODIN, ABOUT 0.25 MILE NORTH OF THE RAILROAD STATION, SET
 JB0857'VERTICALLY IN THE EAST FACE OF THE SOUTHWEST LEG OF HIGHWAY 50
 JB0857'OVERHEAD BRIDGE OVER THE ILLINOIS CENTRAL RAILROAD AT THE NORTHEAST
 JB0857'EDGE OF TOWN, 39.5 FEET WEST OF THE WEST RAIL OF THE SOUTH BOUND
 JB0857'TRACK, 33 FEET NORTH OF MILE POST C 244 AND ABOUT 2 FEET ABOVE
 JB0857'THE LEVEL OF THE GROUND.
 JB0857
 JB0857                          STATION RECOVERY (1986)
 JB0857
 JB0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0857'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ODIN, AT
 JB0857'THE INTERSECTION OF U.S. HIGHWAY 50 AND THE ILLINOIS CENTRAL RAILROAD,
 JB0857'SET VERTICALLY IN THE SOUTHEAST FACE OF THE MOST SOUTHWESTERLY 1 OF 4
 JB0857'COLUMNS OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF A HIGHWAY
 JB0857'OVERPASS OF THE RAILROAD, 3.8 M (12.5 FT) SOUTH OF THE CENTER OF THE
 JB0857'HIGHWAY, AND 1.8 M (5.9 FT) NORTHWEST OF THE NEAR RAIL.
 JB0857'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0612 ***********************************************************************
 JB0612  DESIGNATION -  C 156
 JB0612  PID         -  JB0612
 JB0612  STATE/COUNTY-  IL/MARION
 JB0612  USGS QUAD   -  SALEM NORTH (1978)
 JB0612
 JB0612                         *CURRENT SURVEY CONTROL
 JB0612  ___________________________________________________________________
 JB0612* NAD 83(1986)-  38 37 37.     (N)    088 57 08.     (W)     SCALED    
 JB0612* NAVD 88     -       165.299  (meters)     542.32   (feet)  ADJUSTED  
 JB0612  ___________________________________________________________________
 JB0612  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JB0612  DYNAMIC HT  -         165.193 (meters)     541.97  (feet)  COMP
 JB0612  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JB0612
 JB0612  VERT ORDER  -  FIRST     CLASS II
 JB0612
 JB0612.The horizontal coordinates were scaled from a topographic map and have
 JB0612.an estimated accuracy of +/- 6 seconds.
 JB0612
 JB0612.The orthometric height was determined by differential leveling
 JB0612.and adjusted by the National Geodetic Survey in June 1991..
 JB0612
 JB0612.The geoid height was determined by GEOID03.
 JB0612
 JB0612.The dynamic height is computed by dividing the NAVD 88
 JB0612.geopotential number by the normal gravity value computed on the
 JB0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0612.degrees latitude (g = 980.6199 gals.).
 JB0612
 JB0612.The modeled gravity was interpolated from observed gravity values.
 JB0612
 JB0612;                    North         East    Units  Estimated Accuracy
 JB0612;SPC IL E     -   217,750.      246,110.      MT  (+/- 180 meters Scaled)
 JB0612
 JB0612                          SUPERSEDED SURVEY CONTROL
 JB0612
 JB0612  NGVD 29 (??/??/92)  165.50   (m)          543.0    (f) COMPUTED    1 2
 JB0612
 JB0612.Superseded values are not recommended for survey control.
 JB0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0612.See file dsdata.txt to determine how the superseded data were derived.
 JB0612
 JB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH300771(NAD 83)
 JB0612_MARKER: DB = BENCH MARK DISK
 JB0612_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JB0612_SP_SET: FOUNDATION WALL
 JB0612_STAMPING: C 156 1949
 JB0612_MARK LOGO: CGS   
 JB0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0612+STABILITY: SURFACE MOTION
 JB0612
 JB0612  HISTORY     - Date     Condition        Report By
 JB0612  HISTORY     - 1949     MONUMENTED       CGS
 JB0612  HISTORY     - 1986     GOOD             NGS
 JB0612
 JB0612                          STATION DESCRIPTION
 JB0612
 JB0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0612'AT SALEM.
 JB0612'AT SALEM, ABOUT 0.4 MILE WEST ALONG HIGHWAY 50 FROM THE COURT
 JB0612'HOUSE, SET VERTICALLY IN THE FACE OF THE WEST WALL OF THE SHOW
 JB0612'ROOM OF THE BITZER DODGE AND PLYMOUTH AGENCY, 31 FEET NORTH OF THE
 JB0612'NORTHWEST CORNER, 9 FEET NORTH OF THE NORTH DOOR FACING OF THE
 JB0612'WEST ENTRANCE TO THE SHOW ROOM, 9 FEET SOUTH OF THE SOUTH EDGE
 JB0612'OF THE SERVICE ENTRANCE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JB0612'GROUND.
 JB0612
 JB0612                          STATION RECOVERY (1986)
 JB0612
 JB0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0612'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--IN SALEM, AT 714
 JB0612'WEST MAIN STREET.  CHANGE--RITZER DODGE AND PLYMOUTH AGENCY TO
 JB0612'WARFIELD-BEESON TIRE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0827 ***********************************************************************
 HB0827  CBN         -  This is a Cooperative Base Network Control Station.
 HB0827  DESIGNATION -  C 157
 HB0827  PID         -  HB0827
 HB0827  STATE/COUNTY-  IL/PULASKI
 HB0827  USGS QUAD   -  PULASKI (1967)
 HB0827
 HB0827                         *CURRENT SURVEY CONTROL
 HB0827  ___________________________________________________________________
 HB0827* NAD 83(1997)-  37 12 47.20021(N)    089 12 26.96600(W)     ADJUSTED  
 HB0827* NAVD 88     -       104.347  (meters)     342.35   (feet)  ADJUSTED  
 HB0827  ___________________________________________________________________
 HB0827  X           -      70,343.824 (meters)                     COMP
 HB0827  Y           -  -5,085,298.598 (meters)                     COMP
 HB0827  Z           -   3,836,301.199 (meters)                     COMP
 HB0827  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HB0827  ELLIP HEIGHT-          76.10  (meters)          (09/15/03) GPS OBS
 HB0827  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB0827  DYNAMIC HT  -         104.272 (meters)     342.10  (feet)  COMP
 HB0827  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 HB0827
 HB0827  HORZ ORDER  -  A
 HB0827  VERT ORDER  -  FIRST     CLASS I
 HB0827  ELLP ORDER  -  FOURTH    CLASS I
 HB0827
 HB0827.The horizontal coordinates were established by GPS observations
 HB0827.and adjusted by the National Geodetic Survey in September 2003..
 HB0827
 HB0827.The orthometric height was determined by differential leveling
 HB0827.and adjusted by the National Geodetic Survey in June 1991..
 HB0827
 HB0827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0827
 HB0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0827
 HB0827.The ellipsoidal height was determined by GPS observations
 HB0827.and is referenced to NAD 83.
 HB0827
 HB0827.The geoid height was determined by GEOID03.
 HB0827
 HB0827.The dynamic height is computed by dividing the NAVD 88
 HB0827.geopotential number by the normal gravity value computed on the
 HB0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0827.degrees latitude (g = 980.6199 gals.).
 HB0827
 HB0827.The modeled gravity was interpolated from observed gravity values.
 HB0827
 HB0827;                    North         East     Units Scale Factor Converg.
 HB0827;SPC IL W     -    61,069.940   785,135.071   MT  1.00003043   +0 34 48.5
 HB0827;SPC IL W     -   200,360.29  2,575,897.31   sFT  1.00003043   +0 34 48.5
 HB0827;UTM  16      - 4,120,796.627   304,122.560   MT  1.00007266   -1 20 07.7
 HB0827
 HB0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0827!SPC IL W     -   0.99998806  x   1.00003043  =   1.00001849
 HB0827!UTM  16      -   0.99998806  x   1.00007266  =   1.00006072
 HB0827
 HB0827                          SUPERSEDED SURVEY CONTROL
 HB0827
 HB0827  NAVD 88 (09/15/03)  104.35   (m)          342.4    (f) LEVELING    3  
 HB0827  NGVD 29 (??/??/??)  104.283  (m)          342.14   (f) ADJUSTED    1 1
 HB0827
 HB0827.Superseded values are not recommended for survey control.
 HB0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0827.See file dsdata.txt to determine how the superseded data were derived.
 HB0827
 HB0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0412320797(NAD 83)
 HB0827_MARKER: DB = BENCH MARK DISK
 HB0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0827_STAMPING: C 157 1954
 HB0827_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0827+STABILITY: SURFACE MOTION
 HB0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0827+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0827
 HB0827  HISTORY     - Date     Condition        Report By
 HB0827  HISTORY     - 1954     MONUMENTED       CGS
 HB0827  HISTORY     - 1969     GOOD             CGS
 HB0827  HISTORY     - 1976     GOOD             ILDT
 HB0827  HISTORY     - 1976     GOOD             ILDT
 HB0827  HISTORY     - 1976     GOOD             ILDT
 HB0827  HISTORY     - 20020805 GOOD             ILDT
 HB0827  HISTORY     - 20020829 GOOD             USACE
 HB0827
 HB0827                          STATION DESCRIPTION
 HB0827
 HB0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0827'AT PULASKI.
 HB0827'AT PULASKI, 82 YARDS NORTHWEST OF THE SOUTHWEST CORNER OF THE
 HB0827'BRICK POST OFFICE BUILDING, 0.2 MILE SOUTH OF MILEPOST 349,
 HB0827'113 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE ILLINOIS
 HB0827'CENTRAL RAILROAD AND A PAVED ROAD, 57 1/2 FEET EAST OF THE
 HB0827'EAST RAIL OF THE EAST TRACK, 72 1/2 FEET WEST OF THE CENTER
 HB0827'LINE OF A PAVED STREET, 132 1/2 FEET NORTHWEST OF THE SOUTHWEST
 HB0827'CORNER OF THE HELIG BROTHERS HARDWARE STORE, 4 FEET SOUTH OF A
 HB0827'TELEPHONE POLE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 HB0827'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 HB0827'TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE
 HB0827'OF THE GROUND.  SEC 15, T15S, R1W.
 HB0827
 HB0827                          STATION RECOVERY (1976)
 HB0827
 HB0827'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0827'RECOVERED IN GOOD CONDITION.
 HB0827
 HB0827                          STATION RECOVERY (1976)
 HB0827
 HB0827'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0827'RECOVERED IN GOOD CONDITION.
 HB0827
 HB0827                          STATION RECOVERY (1976)
 HB0827
 HB0827'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0827'RECOVERED IN GOOD CONDITION.
 HB0827
 HB0827                          STATION RECOVERY (2002)
 HB0827
 HB0827'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (MW)
 HB0827'RECOVERED IN GOOD CONDITION.
 HB0827
 HB0827                          STATION RECOVERY (2002)
 HB0827
 HB0827'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0663 ***********************************************************************
 HB0663  DESIGNATION -  C 158
 HB0663  PID         -  HB0663
 HB0663  STATE/COUNTY-  IL/UNION
 HB0663  USGS QUAD   -  MAKANDA (1996)
 HB0663
 HB0663                         *CURRENT SURVEY CONTROL
 HB0663  ___________________________________________________________________
 HB0663* NAD 83(1986)-  37 34 03.     (N)    089 13 28.     (W)     SCALED    
 HB0663* NAVD 88     -       147.859  (meters)     485.10   (feet)  ADJUSTED  
 HB0663  ___________________________________________________________________
 HB0663  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HB0663  DYNAMIC HT  -         147.753 (meters)     484.75  (feet)  COMP
 HB0663  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 HB0663
 HB0663  VERT ORDER  -  FIRST     CLASS I
 HB0663
 HB0663.The horizontal coordinates were scaled from a topographic map and have
 HB0663.an estimated accuracy of +/- 6 seconds.
 HB0663
 HB0663.The orthometric height was determined by differential leveling
 HB0663.and adjusted by the National Geodetic Survey in June 1991..
 HB0663
 HB0663.The geoid height was determined by GEOID03.
 HB0663
 HB0663.The dynamic height is computed by dividing the NAVD 88
 HB0663.geopotential number by the normal gravity value computed on the
 HB0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0663.degrees latitude (g = 980.6199 gals.).
 HB0663
 HB0663.The modeled gravity was interpolated from observed gravity values.
 HB0663
 HB0663;                    North         East    Units  Estimated Accuracy
 HB0663;SPC IL W     -   100,390.      783,240.      MT  (+/- 180 meters Scaled)
 HB0663
 HB0663                          SUPERSEDED SURVEY CONTROL
 HB0663
 HB0663  NGVD 29 (??/??/??)  147.895  (m)          485.22   (f) ADJUSTED    1 1
 HB0663
 HB0663.Superseded values are not recommended for survey control.
 HB0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0663.See file dsdata.txt to determine how the superseded data were derived.
 HB0663
 HB0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG035601(NAD 83)
 HB0663_MARKER: DB = BENCH MARK DISK
 HB0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0663_SP_SET: CULVERT
 HB0663_STAMPING: C 158 1954
 HB0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0663
 HB0663  HISTORY     - Date     Condition        Report By
 HB0663  HISTORY     - 1954     MONUMENTED       CGS
 HB0663  HISTORY     - 1969     GOOD             CGS
 HB0663
 HB0663                          STATION DESCRIPTION
 HB0663
 HB0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0663'4 MI S FROM MAKANDA.
 HB0663'ABOUT 3.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0663'THE STATION AT MAKANDA, OR ABOUT 3.2 MILES NORTH ALONG THE
 HB0663'ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE AT COBDEN, 0.15
 HB0663'MILE SOUTH OF MILEPOST 320, 21 1/2 FEET EAST OF THE EAST RAIL OF
 HB0663'THE EAST TRACK, SET IN THE TOP OF THE NORTHEND OF THE EAST
 HB0663'CONCRETE HEADWALL OF A CONCRETE CULVERT, 10.5 FEET SOUTH OF THE
 HB0663'NORTH END OF THE HEADWALL, AND ABOUT 7 FEET BELOW THE LEVEL OF
 HB0663'THE TRACK.  SEC 16, T 11 S, R 1 W.  NOTE-- THIS MARK IS 0.65
 HB0663'MILE NORTHEAST OF A RAILROAD UNDERPASS FOR NEW U.S. HIGHWAY 51
 HB0663'WHICH IS NOW UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0617 ***********************************************************************
 HB0617  DESIGNATION -  C 159
 HB0617  PID         -  HB0617
 HB0617  STATE/COUNTY-  IL/JACKSON
 HB0617  USGS QUAD   -  DE SOTO (1978)
 HB0617
 HB0617                         *CURRENT SURVEY CONTROL
 HB0617  ___________________________________________________________________
 HB0617* NAD 83(1986)-  37 51 18.     (N)    089 13 54.     (W)     SCALED    
 HB0617* NAVD 88     -       125.672  (meters)     412.31   (feet)  ADJUSTED  
 HB0617  ___________________________________________________________________
 HB0617  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HB0617  DYNAMIC HT  -         125.588 (meters)     412.03  (feet)  COMP
 HB0617  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 HB0617
 HB0617  VERT ORDER  -  FIRST     CLASS I
 HB0617
 HB0617.The horizontal coordinates were scaled from a topographic map and have
 HB0617.an estimated accuracy of +/- 6 seconds.
 HB0617
 HB0617.The orthometric height was determined by differential leveling
 HB0617.and adjusted by the National Geodetic Survey in June 1991..
 HB0617.WARNING-Repeat measurements at this control monument indicate possible
 HB0617.vertical movement.
 HB0617
 HB0617.The geoid height was determined by GEOID03.
 HB0617
 HB0617.The dynamic height is computed by dividing the NAVD 88
 HB0617.geopotential number by the normal gravity value computed on the
 HB0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0617.degrees latitude (g = 980.6199 gals.).
 HB0617
 HB0617.The modeled gravity was interpolated from observed gravity values.
 HB0617
 HB0617;                    North         East    Units  Estimated Accuracy
 HB0617;SPC IL W     -   132,290.      782,280.      MT  (+/- 180 meters Scaled)
 HB0617
 HB0617                          SUPERSEDED SURVEY CONTROL
 HB0617
 HB0617  NGVD 29 (??/??/??)  125.768  (m)          412.62   (f) ADJUSTED    1 1
 HB0617
 HB0617.Superseded values are not recommended for survey control.
 HB0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0617.See file dsdata.txt to determine how the superseded data were derived.
 HB0617
 HB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG036920(NAD 83)
 HB0617_MARKER: DB = BENCH MARK DISK
 HB0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0617_STAMPING: C 159 1954
 HB0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0617+STABILITY: SURFACE MOTION
 HB0617
 HB0617  HISTORY     - Date     Condition        Report By
 HB0617  HISTORY     - 1954     MONUMENTED       CGS
 HB0617  HISTORY     - 1969     GOOD             CGS
 HB0617  HISTORY     - 1976     GOOD             ILDT
 HB0617  HISTORY     - 1976     GOOD             ILDT
 HB0617  HISTORY     - 1976     GOOD             ILDT
 HB0617
 HB0617                          STATION DESCRIPTION
 HB0617
 HB0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0617'2.7 MI N FROM DE SOTO.
 HB0617'ABOUT 2.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0617'THE POST OFFICE AT DE SOTO, OR ABOUT 3.8 MILES SOUTH ALONG THE
 HB0617'ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE AT ELKVILLE, 0.2
 HB0617'MILE SOUTH OF MILEPOST 299, 55 FEET EAST OF THE EAST RAIL OF THE
 HB0617'EAST TRACK, 305 YARDS NORTH OF THE CENTER OF A RAILROAD UNDERPASS
 HB0617'FOR U.S. HIGHWAY 51, 3 FEET NORTH OF A TELEPHONE POLE, 1.0 FOOT
 HB0617'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 HB0617'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HB0617'3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 5, T 8S, R 1W
 HB0617
 HB0617                          STATION RECOVERY (1976)
 HB0617
 HB0617'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0617'RECOVERED IN GOOD CONDITION.
 HB0617
 HB0617                          STATION RECOVERY (1976)
 HB0617
 HB0617'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0617'RECOVERED IN GOOD CONDITION.
 HB0617
 HB0617                          STATION RECOVERY (1976)
 HB0617
 HB0617'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1839 ***********************************************************************
 LB1839  DESIGNATION -  C 16
 LB1839  PID         -  LB1839
 LB1839  STATE/COUNTY-  IL/VERMILION
 LB1839  USGS QUAD   -  DANVILLE SW (1978)
 LB1839
 LB1839                         *CURRENT SURVEY CONTROL
 LB1839  ___________________________________________________________________
 LB1839* NAD 83(1986)-  40 03 17.     (N)    087 44 53.     (W)     SCALED    
 LB1839* NAVD 88     -       203.375  (meters)     667.24   (feet)  ADJUSTED  
 LB1839  ___________________________________________________________________
 LB1839  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LB1839  DYNAMIC HT  -         203.273 (meters)     666.90  (feet)  COMP
 LB1839  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 LB1839
 LB1839  VERT ORDER  -  FIRST     CLASS II
 LB1839
 LB1839.The horizontal coordinates were scaled from a topographic map and have
 LB1839.an estimated accuracy of +/- 6 seconds.
 LB1839
 LB1839.The orthometric height was determined by differential leveling
 LB1839.and adjusted by the National Geodetic Survey in June 1991..
 LB1839
 LB1839.The geoid height was determined by GEOID03.
 LB1839
 LB1839.The dynamic height is computed by dividing the NAVD 88
 LB1839.geopotential number by the normal gravity value computed on the
 LB1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1839.degrees latitude (g = 980.6199 gals.).
 LB1839
 LB1839.The modeled gravity was interpolated from observed gravity values.
 LB1839
 LB1839;                    North         East    Units  Estimated Accuracy
 LB1839;SPC IL E     -   376,240.      349,940.      MT  (+/- 180 meters Scaled)
 LB1839
 LB1839                          SUPERSEDED SURVEY CONTROL
 LB1839
 LB1839  NGVD 29 (??/??/92)  203.411  (m)          667.36   (f) ADJ UNCH    1 2
 LB1839
 LB1839.Superseded values are not recommended for survey control.
 LB1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1839.See file dsdata.txt to determine how the superseded data were derived.
 LB1839
 LB1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK361340(NAD 83)
 LB1839_MARKER: DB = BENCH MARK DISK
 LB1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1839_STAMPING: C 16 1934
 LB1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1839+STABILITY: SURFACE MOTION
 LB1839
 LB1839  HISTORY     - Date     Condition        Report By
 LB1839  HISTORY     - 1934     MONUMENTED       CGS
 LB1839  HISTORY     - 1954     GOOD             NGS
 LB1839  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1839
 LB1839                          STATION DESCRIPTION
 LB1839
 LB1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1839'2.5 MI W FROM CATLIN.
 LB1839'2.5 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1839'AT CATLIN, VERMILION COUNTY, ABOUT 1/4 MILE WEST OF MILEPOST
 LB1839'D 310, AT A DIRT-ROAD CROSSING, 37.8 FEET NORTH OF NORTH RAIL,
 LB1839'22.3 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 2 FEET
 LB1839'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED C 16 1934
 LB1839'AND SET IN THE TOP OF A CONCRETE POST.
 LB1839
 LB1839                          STATION RECOVERY (1986)
 LB1839
 LB1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1038 ***********************************************************************
 JB1038  DESIGNATION -  C 160
 JB1038  PID         -  JB1038
 JB1038  STATE/COUNTY-  IL/WASHINGTON
 JB1038  USGS QUAD   -  IRVINGTON (1974)
 JB1038
 JB1038                         *CURRENT SURVEY CONTROL
 JB1038  ___________________________________________________________________
 JB1038* NAD 83(1986)-  38 24 35.     (N)    089 10 19.     (W)     SCALED    
 JB1038* NAVD 88     -       171.493  (meters)     562.64   (feet)  ADJUSTED  
 JB1038  ___________________________________________________________________
 JB1038  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 JB1038  DYNAMIC HT  -         171.384 (meters)     562.28  (feet)  COMP
 JB1038  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JB1038
 JB1038  VERT ORDER  -  FIRST     CLASS I
 JB1038
 JB1038.The horizontal coordinates were scaled from a topographic map and have
 JB1038.an estimated accuracy of +/- 6 seconds.
 JB1038
 JB1038.The orthometric height was determined by differential leveling
 JB1038.and adjusted by the National Geodetic Survey in June 1991..
 JB1038.WARNING-Repeat measurements at this control monument indicate possible
 JB1038.vertical movement.
 JB1038
 JB1038.The geoid height was determined by GEOID03.
 JB1038
 JB1038.The dynamic height is computed by dividing the NAVD 88
 JB1038.geopotential number by the normal gravity value computed on the
 JB1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1038.degrees latitude (g = 980.6199 gals.).
 JB1038
 JB1038.The modeled gravity was interpolated from observed gravity values.
 JB1038
 JB1038;                    North         East    Units  Estimated Accuracy
 JB1038;SPC IL W     -   193,920.      786,880.      MT  (+/- 180 meters Scaled)
 JB1038
 JB1038                          SUPERSEDED SURVEY CONTROL
 JB1038
 JB1038  NGVD 29 (??/??/92)  171.603  (m)          563.00   (f) ADJ UNCH    1 1
 JB1038
 JB1038.Superseded values are not recommended for survey control.
 JB1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1038.See file dsdata.txt to determine how the superseded data were derived.
 JB1038
 JB1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH103535(NAD 83)
 JB1038_MARKER: DB = BENCH MARK DISK
 JB1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1038_STAMPING: C 160 1954
 JB1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1038+STABILITY: SURFACE MOTION
 JB1038
 JB1038  HISTORY     - Date     Condition        Report By
 JB1038  HISTORY     - 1954     MONUMENTED       CGS
 JB1038  HISTORY     - 1969     GOOD             NGS
 JB1038
 JB1038                          STATION DESCRIPTION
 JB1038
 JB1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1038'2 MI S FROM IRVINGTON.
 JB1038'ABOUT 2.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1038'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 177 AT IRVINGTON,
 JB1038'0.3 MILE NORTH OF MILEPOST 261, 0.25 MILE NORTH OF A TELEPHONE
 JB1038'BOOTH, 90 FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE
 JB1038'RAILROAD AND A TRAIL ROAD, 79 FEET WEST OF THE WEST RAIL OF THE
 JB1038'WEST TRACK, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1
 JB1038'FOOT EAST OF  FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 JB1038'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 JB1038'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 JB1038'OF THE GROUND.  SEC 26, T 1 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1079 ***********************************************************************
 JB1079  DESIGNATION -  C 161
 JB1079  PID         -  JB1079
 JB1079  STATE/COUNTY-  IL/PERRY
 JB1079  USGS QUAD   -  DU QUOIN (1975)
 JB1079
 JB1079                         *CURRENT SURVEY CONTROL
 JB1079  ___________________________________________________________________
 JB1079* NAD 83(1986)-  38 03 38.     (N)    089 14 29.     (W)     SCALED    
 JB1079* NAVD 88     -       137.428  (meters)     450.88   (feet)  ADJUSTED  
 JB1079  ___________________________________________________________________
 JB1079  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 JB1079  DYNAMIC HT  -         137.337 (meters)     450.58  (feet)  COMP
 JB1079  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 JB1079
 JB1079  VERT ORDER  -  FIRST     CLASS I
 JB1079
 JB1079.The horizontal coordinates were scaled from a topographic map and have
 JB1079.an estimated accuracy of +/- 6 seconds.
 JB1079
 JB1079.The orthometric height was determined by differential leveling
 JB1079.and adjusted by the National Geodetic Survey in June 1991..
 JB1079
 JB1079.The geoid height was determined by GEOID03.
 JB1079
 JB1079.The dynamic height is computed by dividing the NAVD 88
 JB1079.geopotential number by the normal gravity value computed on the
 JB1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1079.degrees latitude (g = 980.6199 gals.).
 JB1079
 JB1079.The modeled gravity was interpolated from observed gravity values.
 JB1079
 JB1079;                    North         East    Units  Estimated Accuracy
 JB1079;SPC IL W     -   155,100.      781,200.      MT  (+/- 180 meters Scaled)
 JB1079
 JB1079                          SUPERSEDED SURVEY CONTROL
 JB1079
 JB1079  NGVD 29 (??/??/92)  137.522  (m)          451.19   (f) ADJ UNCH    1 1
 JB1079
 JB1079.Superseded values are not recommended for survey control.
 JB1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1079.See file dsdata.txt to determine how the superseded data were derived.
 JB1079
 JB1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH033149(NAD 83)
 JB1079_MARKER: DB = BENCH MARK DISK
 JB1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1079_SP_SET: CULVERT
 JB1079_STAMPING: C 161 1954
 JB1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1079
 JB1079  HISTORY     - Date     Condition        Report By
 JB1079  HISTORY     - 1954     MONUMENTED       CGS
 JB1079  HISTORY     - 1969     GOOD             NGS
 JB1079
 JB1079                          STATION DESCRIPTION
 JB1079
 JB1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1079'2.4 MI N FROM DU QUOIN.
 JB1079'ABOUT 3.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1079'THE STATION AT DU QUOIN, 0.3 MILE NORTH OF THE SUNSET CEMETERY,
 JB1079'0.25 MILE SOUTH OF THE SUNSET BAPTIST CHURCH, 110 YARDS SOUTH OF
 JB1079'MILEPOST 285, 8 1/2 FEET WEST OF THE WEST RAIL OF THE WEST SET
 JB1079'OF TRACKS, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 JB1079'HEADWALL OF AN ARCH TYPE CULVERT, AND ABOUT 3 FEET BELOW THE
 JB1079'LEVEL OF THE TRACK.  SEC 29, T5S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0800 ***********************************************************************
 LC0800  DESIGNATION -  C 162
 LC0800  PID         -  LC0800
 LC0800  STATE/COUNTY-  IL/TAZEWELL
 LC0800  USGS QUAD   -  MORTON (1995)
 LC0800
 LC0800                         *CURRENT SURVEY CONTROL
 LC0800  ___________________________________________________________________
 LC0800* NAD 83(1986)-  40 31 07.     (N)    089 26 53.     (W)     SCALED    
 LC0800* NAVD 88     -       201.966  (meters)     662.62   (feet)  ADJUSTED  
 LC0800  ___________________________________________________________________
 LC0800  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LC0800  DYNAMIC HT  -         201.869 (meters)     662.30  (feet)  COMP
 LC0800  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 LC0800
 LC0800  VERT ORDER  -  FIRST     CLASS II
 LC0800
 LC0800.The horizontal coordinates were scaled from a topographic map and have
 LC0800.an estimated accuracy of +/- 6 seconds.
 LC0800
 LC0800.The orthometric height was determined by differential leveling
 LC0800.and adjusted by the National Geodetic Survey in June 1991..
 LC0800
 LC0800.The geoid height was determined by GEOID03.
 LC0800
 LC0800.The dynamic height is computed by dividing the NAVD 88
 LC0800.geopotential number by the normal gravity value computed on the
 LC0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0800.degrees latitude (g = 980.6199 gals.).
 LC0800
 LC0800.The modeled gravity was interpolated from observed gravity values.
 LC0800
 LC0800;                    North         East    Units  Estimated Accuracy
 LC0800;SPC IL W     -   427,820.      760,900.      MT  (+/- 180 meters Scaled)
 LC0800
 LC0800                          SUPERSEDED SURVEY CONTROL
 LC0800
 LC0800  NGVD 29 (??/??/92)  202.054  (m)          662.91   (f) ADJ UNCH    1 2
 LC0800
 LC0800.Superseded values are not recommended for survey control.
 LC0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0800.See file dsdata.txt to determine how the superseded data were derived.
 LC0800
 LC0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK926882(NAD 83)
 LC0800_MARKER: DB = BENCH MARK DISK
 LC0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0800_STAMPING: C 162 1954
 LC0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0800+STABILITY: SURFACE MOTION
 LC0800
 LC0800  HISTORY     - Date     Condition        Report By
 LC0800  HISTORY     - 1954     MONUMENTED       CGS
 LC0800
 LC0800                          STATION DESCRIPTION
 LC0800
 LC0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0800'2.5 MI E FROM TREMONT.
 LC0800'ABOUT 2.5 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0800'THE STATION AT TREMONT, AT A GRAVEL ROAD CROSSING, 24 1/2 FEET
 LC0800'SOUTH OF SOUTH RAIL, 72 FEET NORTH OF CENTER LINE OF STATE HIGHWAY
 LC0800'9, 72 FEET NORTH-NORTHEAST OF CENTER OF INTERSECTION OF HIGHWAY 9
 LC0800'AND GRAVEL ROAD, 44 FEET SOUTHEAST OF CENTER OF CROSSING OF GRAVEL
 LC0800'ROAD AND TRACK, 29 FEET EAST OF CENTER LINE OF GRAVEL ROAD, 66
 LC0800'FEET WEST OF TELEPHONE POLE NO. 191/5, 2 FEET EAST OF A WHITE
 LC0800'WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF TRACK AND
 LC0800'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1001 ***********************************************************************
 LC1001  DESIGNATION -  C 163
 LC1001  PID         -  LC1001
 LC1001  STATE/COUNTY-  IL/MCLEAN
 LC1001  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1001
 LC1001                         *CURRENT SURVEY CONTROL
 LC1001  ___________________________________________________________________
 LC1001* NAD 83(1986)-  40 28 49.     (N)    089 02 36.     (W)     SCALED    
 LC1001* NAVD 88     -       238.349  (meters)     781.98   (feet)  ADJUSTED  
 LC1001  ___________________________________________________________________
 LC1001  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LC1001  DYNAMIC HT  -         238.237 (meters)     781.62  (feet)  COMP
 LC1001  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 LC1001
 LC1001  VERT ORDER  -  FIRST     CLASS II
 LC1001
 LC1001.The horizontal coordinates were scaled from a topographic map and have
 LC1001.an estimated accuracy of +/- 6 seconds.
 LC1001
 LC1001.The orthometric height was determined by differential leveling
 LC1001.and adjusted by the National Geodetic Survey in June 1991..
 LC1001
 LC1001.The geoid height was determined by GEOID03.
 LC1001
 LC1001.The dynamic height is computed by dividing the NAVD 88
 LC1001.geopotential number by the normal gravity value computed on the
 LC1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1001.degrees latitude (g = 980.6199 gals.).
 LC1001
 LC1001.The modeled gravity was interpolated from observed gravity values.
 LC1001
 LC1001;                    North         East    Units  Estimated Accuracy
 LC1001;SPC IL E     -   423,570.      239,800.      MT  (+/- 180 meters Scaled)
 LC1001
 LC1001                          SUPERSEDED SURVEY CONTROL
 LC1001
 LC1001  NGVD 29 (??/??/92)  238.411  (m)          782.19   (f) ADJ UNCH    1 2
 LC1001
 LC1001.Superseded values are not recommended for survey control.
 LC1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1001.See file dsdata.txt to determine how the superseded data were derived.
 LC1001
 LC1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK268830(NAD 83)
 LC1001_MARKER: DB = BENCH MARK DISK
 LC1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1001_STAMPING: C 163 1954
 LC1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1001+STABILITY: SURFACE MOTION
 LC1001
 LC1001  HISTORY     - Date     Condition        Report By
 LC1001  HISTORY     - 1954     MONUMENTED       CGS
 LC1001  HISTORY     - 1976     MARK NOT FOUND   USGS
 LC1001
 LC1001                          STATION DESCRIPTION
 LC1001
 LC1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1001'2.9 MI W FROM BLOOMINGTON.
 LC1001'ABOUT 2.9 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC1001'FREIGHT STATION AT BLOOMINGTON, 35 FEET SOUTH-SOUTHWEST OF
 LC1001'SOUTH-SOUTHWEST RAIL, 165 FEET WEST OF CENTER OF CROSSING OF AN
 LC1001'EAST-WEST GRAVEL ROAD, 28 FEET NORTH OF CENTER LINE OF ROAD, 19
 LC1001'FEET WEST-SOUTHWEST OF THE 11TH TELEPHONE POLE SOUTHEAST OF
 LC1001'MILE POST IND 169, 10 FEET EAST-NORTHEAST OF A FENCE CORNER, 2
 LC1001'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 LC1001'ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 LC1001'PROJECTING 4 INCHES.
 LC1001
 LC1001                          STATION RECOVERY (1976)
 LC1001
 LC1001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LC1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0424 ***********************************************************************
 LC0424  DESIGNATION -  C 164
 LC0424  PID         -  LC0424
 LC0424  STATE/COUNTY-  IL/MCLEAN
 LC0424  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0424
 LC0424                         *CURRENT SURVEY CONTROL
 LC0424  ___________________________________________________________________
 LC0424* NAD 83(1986)-  40 28 07.     (N)    088 58 50.     (W)     SCALED    
 LC0424* NAVD 88     -       254.039  (meters)     833.46   (feet)  ADJUSTED  
 LC0424  ___________________________________________________________________
 LC0424  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0424  DYNAMIC HT  -         253.920 (meters)     833.07  (feet)  COMP
 LC0424  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 LC0424
 LC0424  VERT ORDER  -  FIRST     CLASS I
 LC0424
 LC0424.The horizontal coordinates were scaled from a topographic map and have
 LC0424.an estimated accuracy of +/- 6 seconds.
 LC0424
 LC0424.The orthometric height was determined by differential leveling
 LC0424.and adjusted by the National Geodetic Survey in June 1991..
 LC0424
 LC0424.The geoid height was determined by GEOID03.
 LC0424
 LC0424.The dynamic height is computed by dividing the NAVD 88
 LC0424.geopotential number by the normal gravity value computed on the
 LC0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0424.degrees latitude (g = 980.6199 gals.).
 LC0424
 LC0424.The modeled gravity was interpolated from observed gravity values.
 LC0424
 LC0424;                    North         East    Units  Estimated Accuracy
 LC0424;SPC IL E     -   422,230.      245,110.      MT  (+/- 180 meters Scaled)
 LC0424
 LC0424                          SUPERSEDED SURVEY CONTROL
 LC0424
 LC0424  NGVD 29 (??/??/92)  254.096  (m)          833.65   (f) ADJ UNCH    1 1
 LC0424
 LC0424.Superseded values are not recommended for survey control.
 LC0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0424.See file dsdata.txt to determine how the superseded data were derived.
 LC0424
 LC0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK320816(NAD 83)
 LC0424_MARKER: DB = BENCH MARK DISK
 LC0424_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LC0424_SP_SET: FOUNDATION WALL
 LC0424_STAMPING: C 164 1954
 LC0424_MARK LOGO: CGS   
 LC0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0424+STABILITY: SURFACE MOTION
 LC0424
 LC0424  HISTORY     - Date     Condition        Report By
 LC0424  HISTORY     - 1954     MONUMENTED       CGS
 LC0424  HISTORY     - 1969     GOOD             NGS
 LC0424  HISTORY     - 1986     GOOD             NGS
 LC0424
 LC0424                          STATION DESCRIPTION
 LC0424
 LC0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0424'1.4 MI S FROM BLOOMINGTON.
 LC0424'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0424'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 0.8 MILE SOUTH ALONG THE
 LC0424'ILLINOIS CENTRAL RAILROAD, 48 FEET WEST OF THE WEST RAIL, SET
 LC0424'VERTICALLY IN THE EAST FACE AND 1.0 FOOT NORTH OF THE SOUTHEAST
 LC0424'CORNER OF THE CONCRETE FOUNDATION FOR A METAL BUILDING WHICH IS
 LC0424'A WAREHOUSE FOR THE FALSTAFF BREWING COMPANY, 201 1/2 FEET SOUTH
 LC0424'OF THE CENTER LINE OF E. CROXTON AVENUE, 5 FEET NORTHWEST OF A
 LC0424'TELEPHONE POLE, 2.0 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT
 LC0424'3 FEET ABOVE THE LEVEL OF THE TRACK.  SEC 9, T23N, R2E
 LC0424
 LC0424                          STATION RECOVERY (1986)
 LC0424
 LC0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0424'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 LC0424'BLOOMINGTON, AT 903 EAST CROXTON AVENUE, SET VERTICALLY IN THE EAST
 LC0424'FACE OF THE FOUNDATION WALL OF THE CANO PIPE AND SUPPLY COMPANY, AND
 LC0424'0.3 M (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 LC0424'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0387 ***********************************************************************
 LC0387  DESIGNATION -  C 165
 LC0387  PID         -  LC0387
 LC0387  STATE/COUNTY-  IL/MCLEAN
 LC0387  USGS QUAD   -  LE ROY (1981)
 LC0387
 LC0387                         *CURRENT SURVEY CONTROL
 LC0387  ___________________________________________________________________
 LC0387* NAD 83(1986)-  40 21 01.     (N)    088 46 30.     (W)     SCALED    
 LC0387* NAVD 88     -       237.487  (meters)     779.16   (feet)  ADJUSTED  
 LC0387  ___________________________________________________________________
 LC0387  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0387  DYNAMIC HT  -         237.373 (meters)     778.78  (feet)  COMP
 LC0387  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 LC0387
 LC0387  VERT ORDER  -  FIRST     CLASS II
 LC0387
 LC0387.The horizontal coordinates were scaled from a topographic map and have
 LC0387.an estimated accuracy of +/- 6 seconds.
 LC0387
 LC0387.The orthometric height was determined by differential leveling
 LC0387.and adjusted by the National Geodetic Survey in June 1991..
 LC0387
 LC0387.The geoid height was determined by GEOID03.
 LC0387
 LC0387.The dynamic height is computed by dividing the NAVD 88
 LC0387.geopotential number by the normal gravity value computed on the
 LC0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0387.degrees latitude (g = 980.6199 gals.).
 LC0387
 LC0387.The modeled gravity was interpolated from observed gravity values.
 LC0387
 LC0387;                    North         East    Units  Estimated Accuracy
 LC0387;SPC IL E     -   408,990.      262,480.      MT  (+/- 180 meters Scaled)
 LC0387
 LC0387                          SUPERSEDED SURVEY CONTROL
 LC0387
 LC0387  NGVD 29 (??/??/92)  237.544  (m)          779.34   (f) ADJ UNCH    1 2
 LC0387
 LC0387.Superseded values are not recommended for survey control.
 LC0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0387.See file dsdata.txt to determine how the superseded data were derived.
 LC0387
 LC0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK492681(NAD 83)
 LC0387_MARKER: DB = BENCH MARK DISK
 LC0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0387_STAMPING: C 165 1954
 LC0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0387+STABILITY: SURFACE MOTION
 LC0387
 LC0387  HISTORY     - Date     Condition        Report By
 LC0387  HISTORY     - 1954     MONUMENTED       CGS
 LC0387  HISTORY     - 1976     MARK NOT FOUND   USGS
 LC0387  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0387
 LC0387                          STATION DESCRIPTION
 LC0387
 LC0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0387'0.5 MI NW FROM LE ROY.
 LC0387'ABOUT 0.5 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0387'THE STATION AT LE ROY, ABOUT 0.3 MILE NORTHWEST OF A LARGE GRAIN
 LC0387'MILL, ABOUT 0.1 MILE SOUTH-SOUTHEAST OF A FARM HOUSE, 42 3/4 FEET
 LC0387'NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 113 FEET NORTHEAST
 LC0387'AND ACROSS TRACK FROM TELEPHONE POLE NO. 15 1/9, 18 FEET NORTHWEST
 LC0387'OF A FENCE CORNER, 2 FEET SOUTHWEST OF A FENCE LINE, 6 1/2 FEET
 LC0387'SOUTHEAST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 LC0387'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 LC0387'CONCRETE POST PROJECTING 4 INCHES.
 LC0387
 LC0387                          STATION RECOVERY (1976)
 LC0387
 LC0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LC0387'MARK NOT FOUND.
 LC0387
 LC0387                          STATION RECOVERY (1986)
 LC0387
 LC0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1498 ***********************************************************************
 ME1498  CBN         -  This is a Cooperative Base Network Control Station.
 ME1498  DESIGNATION -  C 166
 ME1498  PID         -  ME1498
 ME1498  STATE/COUNTY-  IL/KANKAKEE
 ME1498  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME1498
 ME1498                         *CURRENT SURVEY CONTROL
 ME1498  ___________________________________________________________________
 ME1498* NAD 83(1997)-  41 10 45.01188(N)    087 35 02.16644(W)     ADJUSTED  
 ME1498* NAVD 88     -       192.557  (meters)     631.75   (feet)  ADJUSTED  
 ME1498  ___________________________________________________________________
 ME1498  X           -     202,669.585 (meters)                     COMP
 ME1498  Y           -  -4,803,359.537 (meters)                     COMP
 ME1498  Z           -   4,177,524.725 (meters)                     COMP
 ME1498  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 ME1498  ELLIP HEIGHT-         159.28  (meters)          (10/15/04) GPS OBS
 ME1498  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 ME1498  DYNAMIC HT  -         192.477 (meters)     631.49  (feet)  COMP
 ME1498  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 ME1498
 ME1498  HORZ ORDER  -  B
 ME1498  VERT ORDER  -  SECOND    CLASS 0
 ME1498  ELLP ORDER  -  FOURTH    CLASS II
 ME1498
 ME1498.The horizontal coordinates were established by GPS observations
 ME1498.and adjusted by the National Geodetic Survey in April 1998..
 ME1498
 ME1498.The orthometric height was determined by differential leveling
 ME1498.and adjusted by the National Geodetic Survey in June 1991..
 ME1498
 ME1498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1498
 ME1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1498
 ME1498.The ellipsoidal height was determined by GPS observations
 ME1498.and is referenced to NAD 83.
 ME1498
 ME1498.The geoid height was determined by GEOID03.
 ME1498
 ME1498.The dynamic height is computed by dividing the NAVD 88
 ME1498.geopotential number by the normal gravity value computed on the
 ME1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1498.degrees latitude (g = 980.6199 gals.).
 ME1498
 ME1498.The modeled gravity was interpolated from observed gravity values.
 ME1498
 ME1498;                    North         East     Units Scale Factor Converg.
 ME1498;SPC IL E     -   501,209.889   362,878.379   MT  1.00002364   +0 29 36.4
 ME1498;SPC IL E     - 1,644,386.11  1,190,543.48   sFT  1.00002364   +0 29 36.4
 ME1498;UTM  16      - 4,558,811.265   451,023.276   MT  0.99962952   -0 23 04.1
 ME1498
 ME1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1498!SPC IL E     -   0.99997502  x   1.00002364  =   0.99999866
 ME1498!UTM  16      -   0.99997502  x   0.99962952  =   0.99960455
 ME1498
 ME1498                          SUPERSEDED SURVEY CONTROL
 ME1498
 ME1498  ELLIP H (04/10/98)  159.31   (m)                       GP(       ) 4 1
 ME1498  NAVD 88 (04/10/98)  192.56   (m)          631.8    (f) LEVELING    3  
 ME1498  NGVD 29 (??/??/92)  192.647  (m)          632.04   (f) ADJ UNCH    2 0
 ME1498
 ME1498.Superseded values are not recommended for survey control.
 ME1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1498.See file dsdata.txt to determine how the superseded data were derived.
 ME1498
 ME1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5102358811(NAD 83)
 ME1498_MARKER: DB = BENCH MARK DISK
 ME1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1498_STAMPING: C 166 1954
 ME1498_MARK LOGO: CGS   
 ME1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1498+STABILITY: SURFACE MOTION
 ME1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1498+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 ME1498
 ME1498  HISTORY     - Date     Condition        Report By
 ME1498  HISTORY     - 1954     MONUMENTED       CGS
 ME1498  HISTORY     - 19970304 GOOD             NGS
 ME1498  HISTORY     - 19970615 GOOD             NGS
 ME1498  HISTORY     - 200205   GOOD             ASCPC
 ME1498
 ME1498                          STATION DESCRIPTION
 ME1498
 ME1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1498'4.3 MI E FROM MOMENCE.
 ME1498'ABOUT 4.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1498'STATION AT MOMENCE, ABOUT 0.45 MILE WEST OF CROSSING OF BLACK
 ME1498'TOP ROAD AT EDGETOWN, ABOUT 63 YARDS EAST OF SEMAPHORE NO. K 87.1,
 ME1498'AT CROSSING OF A PRIVATE ROAD LEADING SOUTHWEST TO A FARM, 68
 ME1498'FEET SOUTHWEST OF CENTER OF CROSSING, 46 1/2 FEET SOUTH OF SOUTH
 ME1498'RAIL, 43 1/2 FEET WEST OF CENTER LINE OF PRIVATE ROAD, 1 FOOT
 ME1498'NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 ME1498'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 ME1498'A CONCRETE POST PROJECTING 2 INCHES.
 ME1498
 ME1498                          STATION RECOVERY (1997)
 ME1498
 ME1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 ME1498'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) EAST-NORTHEAST OF MOMENCE
 ME1498'AND 0.43 MI (0.69 KM) WEST OF EDGETOWN.  TO REACH FROM THE JUNCTION OF
 ME1498'STATE ROUTES 1 AND 17 WITH STATE ROUTE 114 IN MOMENCE, GO NORTH ACROSS
 ME1498'THE KANKAKEE RIVER BRIDGE FOR 0.2 MI (0.3 KM) TO WASHINGTON STREET.
 ME1498'TURN RIGHT, EAST, ON WASHINGTON STREET, WHICH TURNS TO THE NORTHEAST
 ME1498'AND BECOMES RAILROAD AVENUE, FOR 0.9 MI (1.4 KM) TO A ROAD RIGHT,
 ME1498'3500N.  TURN RIGHT, EAST, ON ROAD 3500N FOR 0.5 MI (0.8 KM) TO A
 ME1498'CROSSROAD.  TURN LEFT, NORTH-NORTHEAST, ON VINCENNES ROAD (TOWNSHIP
 ME1498'ROAD 12150E) FOR 0.5 MI (0.8 KM) TO A ROAD RIGHT.  TURN RIGHT, EAST,
 ME1498'ON ROAD 4000N FOR 2.9 MI (4.7 KM) TO A DRIVE RIGHT, SOUTH, TO A FARM
 ME1498'AND THE STATION ON THE RIGHT, IN THE SOUTHWEST ANGLE OF THE DRIVE AND
 ME1498'A RAILROAD CROSSING, 20.7 M (67.9 FT) SOUTHWEST OF THE CENTER OF THE
 ME1498'CROSSING, 14.2 M (46.6 FT) SOUTH OF THE SOUTH RAIL, 13.3 M (43.6 FT)
 ME1498'WEST OF THE CENTER OF THE DRIVE, 0.3 M (1.0 FT) NORTH OF A FENCE LINE,
 ME1498'AND 0.6 M (2.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 ME1498
 ME1498                          STATION RECOVERY (1997)
 ME1498
 ME1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME1498'RECOVERED AS DESCRIBED.
 ME1498
 ME1498                          STATION RECOVERY (2002)
 ME1498
 ME1498'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 ME1498'RECOVERED AS DESCRIBED
 ME1498' 
 ME1498'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1820 ***********************************************************************
 LB1820  DESIGNATION -  C 167
 LB1820  PID         -  LB1820
 LB1820  STATE/COUNTY-  IL/CHAMPAIGN
 LB1820  USGS QUAD   -  HOMER (1975)
 LB1820
 LB1820                         *CURRENT SURVEY CONTROL
 LB1820  ___________________________________________________________________
 LB1820* NAD 83(1986)-  40 01 59.     (N)    087 58 36.     (W)     SCALED    
 LB1820* NAVD 88     -       203.112  (meters)     666.38   (feet)  ADJUSTED  
 LB1820  ___________________________________________________________________
 LB1820  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LB1820  DYNAMIC HT  -         203.008 (meters)     666.04  (feet)  COMP
 LB1820  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LB1820
 LB1820  VERT ORDER  -  FIRST     CLASS II
 LB1820
 LB1820.The horizontal coordinates were scaled from a topographic map and have
 LB1820.an estimated accuracy of +/- 6 seconds.
 LB1820
 LB1820.The orthometric height was determined by differential leveling
 LB1820.and adjusted by the National Geodetic Survey in June 1991..
 LB1820
 LB1820.The geoid height was determined by GEOID03.
 LB1820
 LB1820.The dynamic height is computed by dividing the NAVD 88
 LB1820.geopotential number by the normal gravity value computed on the
 LB1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1820.degrees latitude (g = 980.6199 gals.).
 LB1820
 LB1820.The modeled gravity was interpolated from observed gravity values.
 LB1820
 LB1820;                    North         East    Units  Estimated Accuracy
 LB1820;SPC IL E     -   373,730.      330,440.      MT  (+/- 180 meters Scaled)
 LB1820
 LB1820                          SUPERSEDED SURVEY CONTROL
 LB1820
 LB1820  NGVD 29 (??/??/92)  203.161  (m)          666.54   (f) ADJ UNCH    1 2
 LB1820
 LB1820.Superseded values are not recommended for survey control.
 LB1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1820.See file dsdata.txt to determine how the superseded data were derived.
 LB1820
 LB1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK166318(NAD 83)
 LB1820_MARKER: DB = BENCH MARK DISK
 LB1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1820_SP_SET: CONCRETE POST
 LB1820_STAMPING: C 167 1954
 LB1820_MARK LOGO: CGS   
 LB1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1820+STABILITY: SURFACE MOTION
 LB1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1820+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 LB1820
 LB1820  HISTORY     - Date     Condition        Report By
 LB1820  HISTORY     - 1954     MONUMENTED       CGS
 LB1820  HISTORY     - 1986     GOOD             NGS
 LB1820  HISTORY     - 20001229 GOOD             ZAMBRA
 LB1820  HISTORY     - 20051128 GOOD             ILDT
 LB1820
 LB1820                          STATION DESCRIPTION
 LB1820
 LB1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1820'1 MI W FROM HOMER.
 LB1820'ABOUT 1.0 MILE WEST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1820'AT HOMER, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 29 FEET NORTH
 LB1820'OF NORTH RAIL, 25 1/2 FEET EAST OF CENTER LINE OF GRAVEL ROAD,
 LB1820'43 FEET NORTHEAST OF CENTER OF CROSSING, 1 FOOT SOUTH OF A FENCE
 LB1820'LINE, 5 FEET EAST OF A FENCE CORNER, 46 FEET EAST-NORTHEAST AND
 LB1820'ACROSS GRAVEL ROAD FROM A CROSSING WARNING SIGN, 50 FEET
 LB1820'NORTH-NORTHEAST AND ACROSS TRACK FROM A CROSSING WARNING SIGN,
 LB1820'50 FEET NORTH-NORTHEAST AND ACROSS TRACK FROM A CROSSING WARNING
 LB1820'SIGN, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 LB1820'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 LB1820'PROJECTING 3 INCHES.
 LB1820
 LB1820                          STATION RECOVERY (1986)
 LB1820
 LB1820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1820'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.8 KM (1.1 MI)
 LB1820'WESTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION WITH STATE
 LB1820'HIGHWAY 49 IN HOMER, THENCE 0.3 KM (0.2 MI) SOUTH ALONG A PAVED ROAD.
 LB1820
 LB1820                          STATION RECOVERY (2000)
 LB1820
 LB1820'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LB1820'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LB1820'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB1820'
 LB1820
 LB1820                          STATION RECOVERY (2005)
 LB1820
 LB1820'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1449 ***********************************************************************
 KA1449  DESIGNATION -  C 168
 KA1449  PID         -  KA1449
 KA1449  STATE/COUNTY-  IL/VERMILION
 KA1449  USGS QUAD   -  SIDELL (1982)
 KA1449
 KA1449                         *CURRENT SURVEY CONTROL
 KA1449  ___________________________________________________________________
 KA1449* NAD 83(1986)-  39 53 09.     (N)    087 49 55.     (W)     SCALED    
 KA1449* NAVD 88     -       211.874  (meters)     695.12   (feet)  ADJUSTED  
 KA1449  ___________________________________________________________________
 KA1449  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KA1449  DYNAMIC HT  -         211.764 (meters)     694.76  (feet)  COMP
 KA1449  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 KA1449
 KA1449  VERT ORDER  -  FIRST     CLASS II
 KA1449
 KA1449.The horizontal coordinates were scaled from a topographic map and have
 KA1449.an estimated accuracy of +/- 6 seconds.
 KA1449
 KA1449.The orthometric height was determined by differential leveling
 KA1449.and adjusted by the National Geodetic Survey in June 1991..
 KA1449
 KA1449.The geoid height was determined by GEOID03.
 KA1449
 KA1449.The dynamic height is computed by dividing the NAVD 88
 KA1449.geopotential number by the normal gravity value computed on the
 KA1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1449.degrees latitude (g = 980.6199 gals.).
 KA1449
 KA1449.The modeled gravity was interpolated from observed gravity values.
 KA1449
 KA1449;                    North         East    Units  Estimated Accuracy
 KA1449;SPC IL E     -   357,450.      342,890.      MT  (+/- 180 meters Scaled)
 KA1449
 KA1449                          SUPERSEDED SURVEY CONTROL
 KA1449
 KA1449  NGVD 29 (??/??/92)  211.938  (m)          695.33   (f) ADJ UNCH    1 2
 KA1449
 KA1449.Superseded values are not recommended for survey control.
 KA1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1449.See file dsdata.txt to determine how the superseded data were derived.
 KA1449
 KA1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK288154(NAD 83)
 KA1449_MARKER: DB = BENCH MARK DISK
 KA1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1449_STAMPING: C 168 1954
 KA1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1449+STABILITY: SURFACE MOTION
 KA1449
 KA1449  HISTORY     - Date     Condition        Report By
 KA1449  HISTORY     - 1954     MONUMENTED       CGS
 KA1449
 KA1449                          STATION DESCRIPTION
 KA1449
 KA1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KA1449'2.3 MI SW FROM SIDELL.
 KA1449'ABOUT 1.25 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE WATER
 KA1449'TOWER AT SIDELL, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD,
 KA1449'THENCE ABOUT 0.75 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.35 MILE
 KA1449'NORTH OF THE VERMILION-EDGAR COUNTY LINE ROAD EAST-WEST, ABOUT
 KA1449'0.15 MILE SOUTH OF A CONCRETE BLOCK FARM HOUSE AND A CURVE IN
 KA1449'ROAD WITH TANGENTS EXTENDING SOUTH AND EAST, ABOUT 155 YARDS NORTH
 KA1449'OF THE TOP OF A SMALL GRADE IN ROAD, 21 FEET WEST OF CENTER LINE
 KA1449'OF ROAD, 1 FOOT EAST OF A FENCE LINE, 4 FEET SOUTH OF THE THIRD
 KA1449'POWER POLE SOUTH OF CURVE IN ROAD, ABOUT LEVEL WITH ROAD AND
 KA1449'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0881 ***********************************************************************
 JB0881  DESIGNATION -  C 169
 JB0881  PID         -  JB0881
 JB0881  STATE/COUNTY-  IL/CLINTON
 JB0881  USGS QUAD   -  CARLYLE (1969)
 JB0881
 JB0881                         *CURRENT SURVEY CONTROL
 JB0881  ___________________________________________________________________
 JB0881* NAD 83(1986)-  38 36 12.     (N)    089 17 43.     (W)     SCALED    
 JB0881* NAVD 88     -       138.963  (meters)     455.91   (feet)  ADJUSTED  
 JB0881  ___________________________________________________________________
 JB0881  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JB0881  DYNAMIC HT  -         138.874 (meters)     455.62  (feet)  COMP
 JB0881  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JB0881
 JB0881  VERT ORDER  -  FIRST     CLASS I
 JB0881
 JB0881.The horizontal coordinates were scaled from a topographic map and have
 JB0881.an estimated accuracy of +/- 6 seconds.
 JB0881
 JB0881.The orthometric height was determined by differential leveling
 JB0881.and adjusted by the National Geodetic Survey in June 1991..
 JB0881
 JB0881.The geoid height was determined by GEOID03.
 JB0881
 JB0881.The dynamic height is computed by dividing the NAVD 88
 JB0881.geopotential number by the normal gravity value computed on the
 JB0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0881.degrees latitude (g = 980.6199 gals.).
 JB0881
 JB0881.The modeled gravity was interpolated from observed gravity values.
 JB0881
 JB0881;                    North         East    Units  Estimated Accuracy
 JB0881;SPC IL W     -   215,300.      775,900.      MT  (+/- 180 meters Scaled)
 JB0881
 JB0881                          SUPERSEDED SURVEY CONTROL
 JB0881
 JB0881  NGVD 29 (??/??/92)  139.079  (m)          456.30   (f) ADJ UNCH    1 1
 JB0881
 JB0881.Superseded values are not recommended for survey control.
 JB0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0881.See file dsdata.txt to determine how the superseded data were derived.
 JB0881
 JB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH001752(NAD 83)
 JB0881_MARKER: DB = BENCH MARK DISK
 JB0881_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB0881_SP_SET: 23.8 FEET
 JB0881_STAMPING: C 169 1969
 JB0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0881
 JB0881  HISTORY     - Date     Condition        Report By
 JB0881  HISTORY     - 1969     MONUMENTED       CGS
 JB0881
 JB0881                          STATION DESCRIPTION
 JB0881
 JB0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0881'4.3 MI E FROM CARLYLE.
 JB0881'ABOUT 4.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JB0881'FROM THE CROSSING OF STATE HIGHWAY 127 AT CARLYLE, ABOUT 0.25
 JB0881'MILE WEST OF THE CROSSING OF COUNTY ROAD 4 AT HUEY, IN A LOW
 JB0881'SWAMPY AREA, 46.5 FEET SOUTH OF THE SOUTH RAIL, 23 1/2 FEET
 JB0881'SOUTHEAST OF MILEPOLE 286-30, 0.6 FOOT NORTH OF A METAL WITNESS
 JB0881'POST, 5 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE
 JB0881'TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 JB0881'PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 6 INCHES ABOVE
 JB0881'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 JB0881'DEPTH OF 23.8 FEET.  SEC 22, T 2 N, R 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0096 ***********************************************************************
 NH0096  DESIGNATION -  C 17 RESET 1974
 NH0096  PID         -  NH0096
 NH0096  STATE/COUNTY-  IL/MCHENRY
 NH0096  USGS QUAD   -  RICHMOND (1992)
 NH0096
 NH0096                         *CURRENT SURVEY CONTROL
 NH0096  ___________________________________________________________________
 NH0096* NAD 83(1986)-  42 28 24.     (N)    088 20 43.     (W)     SCALED    
 NH0096* NAVD 88     -       268.44   (meters)     880.7    (feet)  RESET     
 NH0096  ___________________________________________________________________
 NH0096  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NH0096
 NH0096  VERT ORDER  -  THIRD
 NH0096
 NH0096.The horizontal coordinates were scaled from a topographic map and have
 NH0096.an estimated accuracy of +/- 6 seconds.
 NH0096
 NH0096.The orthometric height was computed from unverified reset data.
 NH0096.No vertical observational check was made to the station.
 NH0096
 NH0096.The geoid height was determined by GEOID03.
 NH0096
 NH0096;                    North         East    Units  Estimated Accuracy
 NH0096;SPC IL E     -   644,680.      299,020.      MT  (+/- 180 meters Scaled)
 NH0096
 NH0096                          SUPERSEDED SURVEY CONTROL
 NH0096
 NH0096  NGVD 29 (03/28/06)  268.51   (m)          880.9    (f) RESET       3  
 NH0096
 NH0096.Superseded values are not recommended for survey control.
 NH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0096.See file dsdata.txt to determine how the superseded data were derived.
 NH0096
 NH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN894032(NAD 83)
 NH0096_MARKER: DB = BENCH MARK DISK
 NH0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0096_SP_SET: CULVERT
 NH0096_STAMPING: C 17 RESET 1974
 NH0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0096
 NH0096  HISTORY     - Date     Condition        Report By
 NH0096  HISTORY     - 1974     MONUMENTED       ILHD
 NH0096
 NH0096                          STATION DESCRIPTION
 NH0096
 NH0096'DESCRIBED BY IL HIGHWAY DEPT 1974
 NH0096'2.5 MI NW FROM RICHMOND.
 NH0096'ABOUT 2.5 MILES NORTHWEST ALONG CHICAGO, MILWAUKEE, ST. PAUL
 NH0096'AND PACIFIC RAILROAD FROM THE CROSSING OF CHICAGO AND NORTH
 NH0096'WESTERN RAILWAY IN THE SOUTH PART OF RICHMOND, 0.3 MILE EAST OF
 NH0096'MILEPOST 60, AT THE CROSSING OF STATE HIGHWAY 173, 329 FEET
 NH0096'WEST OF THE CENTERLINE OF THE CROSSING, 27 FEET SOUTH OF THE
 NH0096'CENTERLINE OF THE HIGHWAY, IN TOP OF THE CENTER OF THE SOUTH
 NH0096'HEADWALL TO A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND
 NH0096'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0119 ***********************************************************************
 LC0119  DESIGNATION -  C 171
 LC0119  PID         -  LC0119
 LC0119  STATE/COUNTY-  IL/CHAMPAIGN
 LC0119  USGS QUAD   -  MAHOMET (1975)
 LC0119
 LC0119                         *CURRENT SURVEY CONTROL
 LC0119  ___________________________________________________________________
 LC0119* NAD 83(1986)-  40 11 55.     (N)    088 26 27.     (W)     SCALED    
 LC0119* NAVD 88     -       218.999  (meters)     718.50   (feet)  ADJUSTED  
 LC0119  ___________________________________________________________________
 LC0119  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0119  DYNAMIC HT  -         218.890 (meters)     718.14  (feet)  COMP
 LC0119  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 LC0119
 LC0119  VERT ORDER  -  FIRST     CLASS II
 LC0119
 LC0119.The horizontal coordinates were scaled from a topographic map and have
 LC0119.an estimated accuracy of +/- 6 seconds.
 LC0119
 LC0119.The orthometric height was determined by differential leveling
 LC0119.and adjusted by the National Geodetic Survey in June 1991..
 LC0119
 LC0119.The geoid height was determined by GEOID03.
 LC0119
 LC0119.The dynamic height is computed by dividing the NAVD 88
 LC0119.geopotential number by the normal gravity value computed on the
 LC0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0119.degrees latitude (g = 980.6199 gals.).
 LC0119
 LC0119.The modeled gravity was interpolated from observed gravity values.
 LC0119
 LC0119;                    North         East    Units  Estimated Accuracy
 LC0119;SPC IL E     -   392,060.      290,850.      MT  (+/- 180 meters Scaled)
 LC0119
 LC0119                          SUPERSEDED SURVEY CONTROL
 LC0119
 LC0119  NGVD 29 (??/??/92)  219.053  (m)          718.68   (f) ADJ UNCH    1 2
 LC0119
 LC0119.Superseded values are not recommended for survey control.
 LC0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0119.See file dsdata.txt to determine how the superseded data were derived.
 LC0119
 LC0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK773507(NAD 83)
 LC0119_MARKER: DB = BENCH MARK DISK
 LC0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0119_SP_SET: CULVERT
 LC0119_STAMPING: C 171 1954
 LC0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0119
 LC0119  HISTORY     - Date     Condition        Report By
 LC0119  HISTORY     - 1954     MONUMENTED       CGS
 LC0119  HISTORY     - 1973     GOOD             NGS
 LC0119  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0119
 LC0119                          STATION DESCRIPTION
 LC0119
 LC0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0119'1.8 MI W FROM MAHOMET.
 LC0119'ABOUT 1.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC0119'STATION AT MAHOMET, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, IN THE
 LC0119'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 2-FOOT
 LC0119'CONCRETE BOX CULVERT UNDER GRAVEL ROAD, 20 FEET NORTH-NORTHEAST
 LC0119'OF NEAR RAIL OF TRACK, 58 FEET SOUTH-SOUTHWEST OF CENTER LINE OF
 LC0119'U.S. HIGHWAY 150, 44 FEET EAST-SOUTHEAST AND ACROSS ROAD FROM
 LC0119'MILE POST 130, 15 FEET EAST OF CENTER LINE OF ROAD AND ABOUT 1
 LC0119'FOOT ABOVE LEVEL OF TRACK.
 LC0119
 LC0119                          STATION RECOVERY (1973)
 LC0119
 LC0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0119'RECOVERED IN GOOD CONDITION.
 LC0119
 LC0119                          STATION RECOVERY (1986)
 LC0119
 LC0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0669 ***********************************************************************
 LC0669  DESIGNATION -  C 172
 LC0669  PID         -  LC0669
 LC0669  STATE/COUNTY-  IL/MCLEAN
 LC0669  USGS QUAD   -  GRIDLEY (1981)
 LC0669
 LC0669                         *CURRENT SURVEY CONTROL
 LC0669  ___________________________________________________________________
 LC0669* NAD 83(1986)-  40 38 04.     (N)    088 59 40.     (W)     SCALED    
 LC0669* NAVD 88     -       233.854  (meters)     767.24   (feet)  ADJUSTED  
 LC0669  ___________________________________________________________________
 LC0669  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LC0669  DYNAMIC HT  -         233.747 (meters)     766.88  (feet)  COMP
 LC0669  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 LC0669
 LC0669  VERT ORDER  -  FIRST     CLASS I
 LC0669
 LC0669.The horizontal coordinates were scaled from a topographic map and have
 LC0669.an estimated accuracy of +/- 6 seconds.
 LC0669
 LC0669.The orthometric height was determined by differential leveling
 LC0669.and adjusted by the National Geodetic Survey in June 1991..
 LC0669
 LC0669.The geoid height was determined by GEOID03.
 LC0669
 LC0669.The dynamic height is computed by dividing the NAVD 88
 LC0669.geopotential number by the normal gravity value computed on the
 LC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0669.degrees latitude (g = 980.6199 gals.).
 LC0669
 LC0669.The modeled gravity was interpolated from observed gravity values.
 LC0669
 LC0669;                    North         East    Units  Estimated Accuracy
 LC0669;SPC IL E     -   440,660.      244,070.      MT  (+/- 180 meters Scaled)
 LC0669
 LC0669                          SUPERSEDED SURVEY CONTROL
 LC0669
 LC0669  NGVD 29 (??/??/92)  233.897  (m)          767.38   (f) ADJ UNCH    1 1
 LC0669
 LC0669.Superseded values are not recommended for survey control.
 LC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0669.See file dsdata.txt to determine how the superseded data were derived.
 LC0669
 LC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL313000(NAD 83)
 LC0669_MARKER: DB = BENCH MARK DISK
 LC0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0669_STAMPING: C 172 1954
 LC0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0669+STABILITY: SURFACE MOTION
 LC0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0669+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 LC0669
 LC0669  HISTORY     - Date     Condition        Report By
 LC0669  HISTORY     - 1954     MONUMENTED       CGS
 LC0669  HISTORY     - 1969     GOOD             NGS
 LC0669  HISTORY     - 20040322 GOOD             USPSQD
 LC0669
 LC0669                          STATION DESCRIPTION
 LC0669
 LC0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0669'7 MI S FROM EL PASO.
 LC0669'ABOUT 6.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0669'THE STATION AT EL PASO, 108 1/2 FEET EAST-SOUTHEAST OF THE CENTER
 LC0669'OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 96 FEET EAST OF THE
 LC0669'EAST RAIL, 38 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 23 1/2
 LC0669'FEET NORTH OF A 28-INCH BOX ELDER TREE, 27 1/2 FEET EAST OF A
 LC0669'TELEPHONE POLE, 2 FEET WEST OF A FENCE, 1.0 FEET SOUTHEAST OF A
 LC0669'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK,
 LC0669'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 LC0669'SURFACE OF THE GROUND.  SEC 16, T25N, R2E
 LC0669
 LC0669                          STATION RECOVERY (2004)
 LC0669
 LC0669'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAM)
 LC0669'ILLINOIS CENTRAL RAILROAD HAS BEEN ABANDONED, TRACKS ARE REMOVED,
 LC0669'FENCES ARE REMOVED. THE MARK IS 39 FEET SOUTH FROM THE CENTER OF THE
 LC0669'ROAD.  THE BOX ELDER TREE IS GONE. THE TELEPHONE POLE IS GONE.  THE
 LC0669'WITNESS POST REMAINS BUT HAS BEEN DAMAGED BY SHOTGUN BLAST.
 LC0669'GPS N 40 38' 07.9  W 088 59' 41.0 (NON WAAS)
 LC0669' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1618 ***********************************************************************
 LC1618  DESIGNATION -  C 173 RESET
 LC1618  PID         -  LC1618
 LC1618  STATE/COUNTY-  IL/CHAMPAIGN
 LC1618  USGS QUAD   -  URBANA (1975)
 LC1618
 LC1618                         *CURRENT SURVEY CONTROL
 LC1618  ___________________________________________________________________
 LC1618* NAD 83(1986)-  40 05 57.     (N)    088 11 25.     (W)     SCALED    
 LC1618* NAVD 88     -       226.731  (meters)     743.87   (feet)  ADJUSTED  
 LC1618  ___________________________________________________________________
 LC1618  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC1618  DYNAMIC HT  -         226.615 (meters)     743.49  (feet)  COMP
 LC1618  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 LC1618
 LC1618  VERT ORDER  -  FIRST     CLASS II
 LC1618
 LC1618.The horizontal coordinates were scaled from a topographic map and have
 LC1618.an estimated accuracy of +/- 6 seconds.
 LC1618
 LC1618.The orthometric height was determined by differential leveling
 LC1618.and adjusted by the National Geodetic Survey in June 1991..
 LC1618
 LC1618.The geoid height was determined by GEOID03.
 LC1618
 LC1618.The dynamic height is computed by dividing the NAVD 88
 LC1618.geopotential number by the normal gravity value computed on the
 LC1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1618.degrees latitude (g = 980.6199 gals.).
 LC1618
 LC1618.The modeled gravity was interpolated from observed gravity values.
 LC1618
 LC1618;                    North         East    Units  Estimated Accuracy
 LC1618;SPC IL E     -   381,020.      312,200.      MT  (+/- 180 meters Scaled)
 LC1618
 LC1618                          SUPERSEDED SURVEY CONTROL
 LC1618
 LC1618.No superseded survey control is available for this station.
 LC1618
 LC1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK985394(NAD 83)
 LC1618_MARKER: DB = BENCH MARK DISK
 LC1618_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LC1618_SP_SET: SIDEWALK
 LC1618_STAMPING: C 173 RESET 1977
 LC1618_MARK LOGO: NGS   
 LC1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1618+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 LC1618
 LC1618  HISTORY     - Date     Condition        Report By
 LC1618  HISTORY     - 1977     MONUMENTED       NGS
 LC1618  HISTORY     - 1986     GOOD             NGS
 LC1618  HISTORY     - 20051201 GOOD             ILDT
 LC1618
 LC1618                          STATION DESCRIPTION
 LC1618
 LC1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LC1618'IN URBANA.
 LC1618'IN THE CONCRETE SIDEWALK ON THE EAST SIDE OF PHILO STREET AND IN THE
 LC1618'NORTHEAST ANGLE OF PHILO STREET AND FLORIDA STREET, 77 FEET NORTH OF
 LC1618'THE CENTERLINE OF A DRIVEWAY, 40 FEET EAST OF THE CENTERLINE OF PHILA
 LC1618'STREET, 68 FEET SOUTHWEST OF ENTRANCE TO DR. JAMES OFFICE, AND 3 FEET
 LC1618'EAST OF A POWER POLE.
 LC1618'THE MARK IS 1 FT ABOVE ROADWAY.
 LC1618
 LC1618                          STATION RECOVERY (1986)
 LC1618
 LC1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC1618'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN URBANA,
 LC1618'AT THE INTERSECTION OF PHILO AND FLORIDA STREETS, IN THE WEST EDGE OF
 LC1618'THE EAST CONCRETE SIDEWALK OF PHILO STREET, 64.5 M (211.6 FT) NORTH OF
 LC1618'THE CENTERLINE OF FLORIDA STREET, 43.1 M (141.4 FT) SOUTH OF THE
 LC1618'EXTENDED CENTER OF PENNSYLVANIA STREET, 12.3 M (40.4 FT) EAST OF THE
 LC1618'CENTERLINE OF PHILO STREET, 1.0 M (3.3 FT) EAST OF THE EAST 1 OF 2
 LC1618'UTILITY POLES, AND 0.1 M (0.3 FT) EAST OF THE WEST EDGE OF THE
 LC1618'SIDEWALK.
 LC1618
 LC1618                          STATION RECOVERY (2005)
 LC1618
 LC1618'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0079 ***********************************************************************
 JB0079  DESIGNATION -  C 174
 JB0079  PID         -  JB0079
 JB0079  STATE/COUNTY-  IL/JASPER
 JB0079  USGS QUAD   -  NEWTON (1985)
 JB0079
 JB0079                         *CURRENT SURVEY CONTROL
 JB0079  ___________________________________________________________________
 JB0079* NAD 83(1986)-  38 58 00.     (N)    088 08 34.     (W)     SCALED    
 JB0079* NAVD 88     -       156.898  (meters)     514.76   (feet)  ADJUSTED  
 JB0079  ___________________________________________________________________
 JB0079  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JB0079  DYNAMIC HT  -         156.804 (meters)     514.45  (feet)  COMP
 JB0079  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 JB0079
 JB0079  VERT ORDER  -  FIRST     CLASS II
 JB0079
 JB0079.The horizontal coordinates were scaled from a topographic map and have
 JB0079.an estimated accuracy of +/- 6 seconds.
 JB0079
 JB0079.The orthometric height was determined by differential leveling
 JB0079.and adjusted by the National Geodetic Survey in June 1991..
 JB0079
 JB0079.The geoid height was determined by GEOID03.
 JB0079
 JB0079.The dynamic height is computed by dividing the NAVD 88
 JB0079.geopotential number by the normal gravity value computed on the
 JB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0079.degrees latitude (g = 980.6199 gals.).
 JB0079
 JB0079.The modeled gravity was interpolated from observed gravity values.
 JB0079
 JB0079;                    North         East    Units  Estimated Accuracy
 JB0079;SPC IL E     -   255,300.      316,510.      MT  (+/- 180 meters Scaled)
 JB0079
 JB0079                          SUPERSEDED SURVEY CONTROL
 JB0079
 JB0079  NGVD 29 (??/??/92)  156.966  (m)          514.98   (f) ADJ UNCH    1 2
 JB0079
 JB0079.Superseded values are not recommended for survey control.
 JB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0079.See file dsdata.txt to determine how the superseded data were derived.
 JB0079
 JB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ009136(NAD 83)
 JB0079_MARKER: DB = BENCH MARK DISK
 JB0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0079_SP_SET: CULVERT
 JB0079_STAMPING: C 174 1956
 JB0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0079
 JB0079  HISTORY     - Date     Condition        Report By
 JB0079  HISTORY     - 1956     MONUMENTED       CGS
 JB0079
 JB0079                          STATION DESCRIPTION
 JB0079
 JB0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0079'1.7 MI SE FROM NEWTON.
 JB0079'1.7 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0079'STATION AT NEWTON, ABOUT 0.15 MILE NORTHWEST OF MILE POST P 162,
 JB0079'ABOUT 0.2 MILE SOUTHEAST OF RAILROAD TRESTLE AND STATE HIGHWAY
 JB0079'130 BRIDGE OVER BUSH CREEK, 61 FEET SOUTHWEST OF SOUTHWEST RAIL,
 JB0079'25 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, IN THE TOP AND
 JB0079'1.3 FEET SOUTHEAST OF NORTHWEST END OF THE NORTHEAST HEAD WALL
 JB0079'OF A SKEW 2-FOOT CONCRETE CULVERT UNDER HIGHWAY, ABOUT 3 FEET
 JB0079'ABOVE LEVEL OF TRACK AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0230 ***********************************************************************
 KB0230  DESIGNATION -  C 175
 KB0230  PID         -  KB0230
 KB0230  STATE/COUNTY-  IL/CUMBERLAND
 KB0230  USGS QUAD   -  GREENUP (1985)
 KB0230
 KB0230                         *CURRENT SURVEY CONTROL
 KB0230  ___________________________________________________________________
 KB0230* NAD 83(1986)-  39 14 45.     (N)    088 13 16.     (W)     SCALED    
 KB0230* NAVD 88     -       168.591  (meters)     553.12   (feet)  ADJUSTED  
 KB0230  ___________________________________________________________________
 KB0230  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0230  DYNAMIC HT  -         168.492 (meters)     552.79  (feet)  COMP
 KB0230  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 KB0230
 KB0230  VERT ORDER  -  FIRST     CLASS II
 KB0230
 KB0230.The horizontal coordinates were scaled from a topographic map and have
 KB0230.an estimated accuracy of +/- 6 seconds.
 KB0230
 KB0230.The orthometric height was determined by differential leveling
 KB0230.and adjusted by the National Geodetic Survey in June 1991..
 KB0230
 KB0230.The geoid height was determined by GEOID03.
 KB0230
 KB0230.The dynamic height is computed by dividing the NAVD 88
 KB0230.geopotential number by the normal gravity value computed on the
 KB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0230.degrees latitude (g = 980.6199 gals.).
 KB0230
 KB0230.The modeled gravity was interpolated from observed gravity values.
 KB0230
 KB0230;                    North         East    Units  Estimated Accuracy
 KB0230;SPC IL E     -   286,280.      309,690.      MT  (+/- 180 meters Scaled)
 KB0230
 KB0230                          SUPERSEDED SURVEY CONTROL
 KB0230
 KB0230  NGVD 29 (??/??/92)  168.651  (m)          553.32   (f) ADJ UNCH    1 2
 KB0230
 KB0230.Superseded values are not recommended for survey control.
 KB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0230.See file dsdata.txt to determine how the superseded data were derived.
 KB0230
 KB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ946447(NAD 83)
 KB0230_MARKER: DB = BENCH MARK DISK
 KB0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0230_STAMPING: C 175 1956
 KB0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0230+STABILITY: SURFACE MOTION
 KB0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0230+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 KB0230
 KB0230  HISTORY     - Date     Condition        Report By
 KB0230  HISTORY     - 1956     MONUMENTED       CGS
 KB0230  HISTORY     - 1973     GOOD             NGS
 KB0230  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0230  HISTORY     - 20050217 GOOD             ILDT
 KB0230
 KB0230                          STATION DESCRIPTION
 KB0230
 KB0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0230'3 MI NW FROM GREENUP.
 KB0230'ABOUT 3.05 MILES NORTHWEST AND WEST ALONG THE ILLINOIS CENTRAL
 KB0230'RAILROAD FROM THE STATION AT GREENUP, ABOUT 2.35 MILES SOUTHEAST
 KB0230'OF THE STATION AT TOLEDO, ABOUT 105 YARDS EAST OF MILE POST P
 KB0230'139, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 282 FEET NORTH OF
 KB0230'CENTER OF CROSSING, 260 FEET NORTH OF POWER POLE NO. G 204, 16.7
 KB0230'FEET NORTH OF THE SECOND POWER POLE NORTH OF CROSSING, 1 1/2
 KB0230'FEET WEST OF THE ROW OF POWER POLES, 2 FEET SOUTHWEST OF A WHITE
 KB0230'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET
 KB0230'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KB0230
 KB0230                          STATION RECOVERY (1973)
 KB0230
 KB0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0230'RECOVERED IN GOOD CONDITION.
 KB0230
 KB0230                          STATION RECOVERY (2000)
 KB0230
 KB0230'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (RB)
 KB0230'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0230'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB0230'
 KB0230
 KB0230                          STATION RECOVERY (2005)
 KB0230
 KB0230'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0091 ***********************************************************************
 JB0091  DESIGNATION -  C 176
 JB0091  PID         -  JB0091
 JB0091  STATE/COUNTY-  IL/JASPER
 JB0091  USGS QUAD   -  NEWTON (1985)
 JB0091
 JB0091                         *CURRENT SURVEY CONTROL
 JB0091  ___________________________________________________________________
 JB0091* NAD 83(1986)-  38 56 06.     (N)    088 09 20.     (W)     SCALED    
 JB0091* NAVD 88     -       164.029  (meters)     538.15   (feet)  ADJUSTED  
 JB0091  ___________________________________________________________________
 JB0091  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JB0091  DYNAMIC HT  -         163.931 (meters)     537.83  (feet)  COMP
 JB0091  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 JB0091
 JB0091  VERT ORDER  -  FIRST     CLASS II
 JB0091
 JB0091.The horizontal coordinates were scaled from a topographic map and have
 JB0091.an estimated accuracy of +/- 6 seconds.
 JB0091
 JB0091.The orthometric height was determined by differential leveling
 JB0091.and adjusted by the National Geodetic Survey in June 1991..
 JB0091
 JB0091.The geoid height was determined by GEOID03.
 JB0091
 JB0091.The dynamic height is computed by dividing the NAVD 88
 JB0091.geopotential number by the normal gravity value computed on the
 JB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0091.degrees latitude (g = 980.6199 gals.).
 JB0091
 JB0091.The modeled gravity was interpolated from observed gravity values.
 JB0091
 JB0091;                    North         East    Units  Estimated Accuracy
 JB0091;SPC IL E     -   251,780.      315,410.      MT  (+/- 180 meters Scaled)
 JB0091
 JB0091                          SUPERSEDED SURVEY CONTROL
 JB0091
 JB0091  NGVD 29 (??/??/92)  164.100  (m)          538.38   (f) ADJ UNCH    1 2
 JB0091
 JB0091.Superseded values are not recommended for survey control.
 JB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0091.See file dsdata.txt to determine how the superseded data were derived.
 JB0091
 JB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ998101(NAD 83)
 JB0091_MARKER: DB = BENCH MARK DISK
 JB0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0091_SP_SET: CONCRETE BLOCK HANGER
 JB0091_STAMPING: C 176 1956
 JB0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0091
 JB0091  HISTORY     - Date     Condition        Report By
 JB0091  HISTORY     - 1956     MONUMENTED       CGS
 JB0091
 JB0091                          STATION DESCRIPTION
 JB0091
 JB0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0091'6.6 MI S FROM NEWTON.
 JB0091'4.3 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0091'THE STATION AT NEWTON, THENCE ABOUT 2.25 MILES WEST ALONG A
 JB0091'GRAVEL ROAD, AT THE JASPER COUNTY AIRPORT, 117 FEET SOUTH OF
 JB0091'CENTER LINE OF GRAVEL ROAD, 48 FEET WEST OF CENTER LINE OF
 JB0091'NORTH-SOUTH RUNWAY, SET VERTICALLY IN THE EAST CONCRETE FACE
 JB0091'OF SOUTH WALL OF A ONE-STALL CONCRETE BLOCK HANGAR, AND ABOUT
 JB0091'1 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0039 ***********************************************************************
 KB0039  DESIGNATION -  C 177
 KB0039  PID         -  KB0039
 KB0039  STATE/COUNTY-  IL/COLES
 KB0039  USGS QUAD   -  CHARLESTON NORTH (1982)
 KB0039
 KB0039                         *CURRENT SURVEY CONTROL
 KB0039  ___________________________________________________________________
 KB0039* NAD 83(1986)-  39 33 36.     (N)    088 10 20.     (W)     SCALED    
 KB0039* NAVD 88     -       208.126  (meters)     682.83   (feet)  ADJUSTED  
 KB0039  ___________________________________________________________________
 KB0039  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0039  DYNAMIC HT  -         208.010 (meters)     682.45  (feet)  COMP
 KB0039  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 KB0039
 KB0039  VERT ORDER  -  FIRST     CLASS II
 KB0039
 KB0039.The horizontal coordinates were scaled from a topographic map and have
 KB0039.an estimated accuracy of +/- 6 seconds.
 KB0039
 KB0039.The orthometric height was determined by differential leveling
 KB0039.and adjusted by the National Geodetic Survey in June 1991..
 KB0039
 KB0039.The geoid height was determined by GEOID03.
 KB0039
 KB0039.The dynamic height is computed by dividing the NAVD 88
 KB0039.geopotential number by the normal gravity value computed on the
 KB0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0039.degrees latitude (g = 980.6199 gals.).
 KB0039
 KB0039.The modeled gravity was interpolated from observed gravity values.
 KB0039
 KB0039;                    North         East    Units  Estimated Accuracy
 KB0039;SPC IL E     -   321,160.      313,850.      MT  (+/- 180 meters Scaled)
 KB0039
 KB0039                          SUPERSEDED SURVEY CONTROL
 KB0039
 KB0039  NGVD 29 (??/??/92)  208.198  (m)          683.06   (f) ADJ UNCH    1 2
 KB0039
 KB0039.Superseded values are not recommended for survey control.
 KB0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0039.See file dsdata.txt to determine how the superseded data were derived.
 KB0039
 KB0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ992795(NAD 83)
 KB0039_MARKER: DB = BENCH MARK DISK
 KB0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0039_STAMPING: C 177 1956
 KB0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0039+STABILITY: SURFACE MOTION
 KB0039
 KB0039  HISTORY     - Date     Condition        Report By
 KB0039  HISTORY     - 1956     MONUMENTED       CGS
 KB0039  HISTORY     - 20050303 MARK NOT FOUND   ILDT
 KB0039
 KB0039                          STATION DESCRIPTION
 KB0039
 KB0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0039'4.4 MI N FROM CHARLESTON.
 KB0039'ABOUT 4.4 MILES NORTH ALONG THE NEW YORK, CHICAGO, AND ST. LOUIS
 KB0039'RAILROAD FROM THE FREIGHT STATION AT CHARLESTON, ABOUT 1.3 MILES
 KB0039'SOUTH OF ROAD CROSSING AT FAIR GRANGE, AT A FIELD ROAD CROSSING,
 KB0039'47 FEET EAST OF EAST RAIL, 33 FEET SOUTHEAST OF TELEPHONE POLE
 KB0039'NO. 314/26, 109 FEET NORTHEAST OF TELEPHONE POLE NO. 314/27,
 KB0039'10 1/2 FEET NORTH OF CENTER OF A GAP IN FENCE LINE AND CENTER
 KB0039'LINE OF FIELD ROAD, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH
 KB0039'OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF
 KB0039'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0039
 KB0039                          STATION RECOVERY (2005)
 KB0039
 KB0039'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1498 ***********************************************************************
 KA1498  DESIGNATION -  C 178
 KA1498  PID         -  KA1498
 KA1498  STATE/COUNTY-  IL/EDGAR
 KA1498  USGS QUAD   -  PARIS SOUTH (1977)
 KA1498
 KA1498                         *CURRENT SURVEY CONTROL
 KA1498  ___________________________________________________________________
 KA1498* NAD 83(1986)-  39 35 55.     (N)    087 41 40.     (W)     SCALED    
 KA1498* NAVD 88     -       224.367  (meters)     736.11   (feet)  ADJUSTED  
 KA1498  ___________________________________________________________________
 KA1498  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1498  DYNAMIC HT  -         224.248 (meters)     735.72  (feet)  COMP
 KA1498  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 KA1498
 KA1498  VERT ORDER  -  FIRST     CLASS II
 KA1498
 KA1498.The horizontal coordinates were scaled from a topographic map and have
 KA1498.an estimated accuracy of +/- 6 seconds.
 KA1498
 KA1498.The orthometric height was determined by differential leveling
 KA1498.and adjusted by the National Geodetic Survey in June 1991..
 KA1498
 KA1498.The geoid height was determined by GEOID03.
 KA1498
 KA1498.The dynamic height is computed by dividing the NAVD 88
 KA1498.geopotential number by the normal gravity value computed on the
 KA1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1498.degrees latitude (g = 980.6199 gals.).
 KA1498
 KA1498.The modeled gravity was interpolated from observed gravity values.
 KA1498
 KA1498;                    North         East    Units  Estimated Accuracy
 KA1498;SPC IL E     -   325,630.      354,870.      MT  (+/- 180 meters Scaled)
 KA1498
 KA1498                          SUPERSEDED SURVEY CONTROL
 KA1498
 KA1498  NGVD 29 (??/??/92)  224.460  (m)          736.42   (f) ADJ UNCH    1 2
 KA1498
 KA1498.Superseded values are not recommended for survey control.
 KA1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1498.See file dsdata.txt to determine how the superseded data were derived.
 KA1498
 KA1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ403834(NAD 83)
 KA1498_MARKER: DB = BENCH MARK DISK
 KA1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1498_STAMPING: C 178 1956
 KA1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1498+STABILITY: SURFACE MOTION
 KA1498
 KA1498  HISTORY     - Date     Condition        Report By
 KA1498  HISTORY     - 1956     MONUMENTED       CGS
 KA1498
 KA1498                          STATION DESCRIPTION
 KA1498
 KA1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1498'AT PARIS.
 KA1498'AT PARIS, ABOUT 0.85 MILE SOUTH ALONG SOUTH MAIN STREET (STATE
 KA1498'HIGHWAY 1) FROM THE SOUTHEAST CORNER OF COURT HOUSE SQUARE, ABOUT
 KA1498'75 YARDS SOUTH OF CROSSING OF THE PENNSYLVANIA RAILROAD, SET
 KA1498'VERTICALLY IN THE SOUTH FACE OF CONCRETE FOUNDATION OF A TILE
 KA1498'BLOCK BUILDING OF PARIS MANUFACTURING COMPANY, 58 FEET WEST OF
 KA1498'CENTER LINE OF SOUTH MAIN STREET, 26 FEET NORTH OF CENTER LINE OF
 KA1498'WEST JACKSON STREET, 1 FOOT WEST OF SOUTHEAST CORNER OF BUILDING
 KA1498'AND 1/2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1532 ***********************************************************************
 KA1532  DESIGNATION -  C 179
 KA1532  PID         -  KA1532
 KA1532  STATE/COUNTY-  IL/COLES
 KA1532  USGS QUAD   -  BROCTON (1982)
 KA1532
 KA1532                         *CURRENT SURVEY CONTROL
 KA1532  ___________________________________________________________________
 KA1532* NAD 83(1986)-  39 39 14.     (N)    087 59 16.     (W)     SCALED    
 KA1532* NAVD 88     -       198.703  (meters)     651.91   (feet)  ADJUSTED  
 KA1532  ___________________________________________________________________
 KA1532  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KA1532  DYNAMIC HT  -         198.595 (meters)     651.56  (feet)  COMP
 KA1532  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 KA1532
 KA1532  VERT ORDER  -  FIRST     CLASS II
 KA1532
 KA1532.The horizontal coordinates were scaled from a topographic map and have
 KA1532.an estimated accuracy of +/- 6 seconds.
 KA1532
 KA1532.The orthometric height was determined by differential leveling
 KA1532.and adjusted by the National Geodetic Survey in June 1991..
 KA1532
 KA1532.The geoid height was determined by GEOID03.
 KA1532
 KA1532.The dynamic height is computed by dividing the NAVD 88
 KA1532.geopotential number by the normal gravity value computed on the
 KA1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1532.degrees latitude (g = 980.6199 gals.).
 KA1532
 KA1532.The modeled gravity was interpolated from observed gravity values.
 KA1532
 KA1532;                    North         East    Units  Estimated Accuracy
 KA1532;SPC IL E     -   331,630.      329,660.      MT  (+/- 180 meters Scaled)
 KA1532
 KA1532                          SUPERSEDED SURVEY CONTROL
 KA1532
 KA1532  NGVD 29 (??/??/92)  198.786  (m)          652.18   (f) ADJ UNCH    1 2
 KA1532
 KA1532.Superseded values are not recommended for survey control.
 KA1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1532.See file dsdata.txt to determine how the superseded data were derived.
 KA1532
 KA1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ152898(NAD 83)
 KA1532_MARKER: DB = BENCH MARK DISK
 KA1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1532_STAMPING: C 179 1956
 KA1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1532+STABILITY: SURFACE MOTION
 KA1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1532+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 KA1532
 KA1532  HISTORY     - Date     Condition        Report By
 KA1532  HISTORY     - 1956     MONUMENTED       CGS
 KA1532  HISTORY     - 20050304 GOOD             ILDT
 KA1532
 KA1532                          STATION DESCRIPTION
 KA1532
 KA1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1532'1.8 MI E FROM OAKLAND.
 KA1532'ABOUT 1.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1532'STATION AT OAKLAND, ABOUT 0.15 MILE WEST OF BRIDGE OVER EMBARRASS
 KA1532'RIVER, IN SECTION 20, T.14 N., R.14 W., AT A ROAD CROSSING, 21 1/2
 KA1532'FEET SOUTH OF SOUTH RAIL, 26 FEET SOUTHEAST OF CENTER OF CROSSING,
 KA1532'21 FEET EAST OF CENTER LINE OF ROAD, 2 FEET NORTH OF A FENCE LINE,
 KA1532'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 KA1532'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KA1532
 KA1532                          STATION RECOVERY (2005)
 KA1532
 KA1532'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1532'TO REACH FROM THE INTERSECTION OF IL-133 AND CR 2680E, GO NORTH ALONG
 KA1532'2680E +-0.2 MI TO MARK ON THE RIGHT.  MARK IS ON THE EXTENDED CL OF A
 KA1532'PRIVATE DRIVE NORTH, NEAR THE EAST END OF A CURVE IN THE ROAD, 2'
 KA1532'NORTH OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1898 ***********************************************************************
 ME1898  DESIGNATION -  C 18
 ME1898  PID         -  ME1898
 ME1898  STATE/COUNTY-  IL/COOK
 ME1898  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1898
 ME1898                         *CURRENT SURVEY CONTROL
 ME1898  ___________________________________________________________________
 ME1898* NAD 83(1986)-  41 54 48.     (N)    087 39 55.     (W)     SCALED    
 ME1898* NAVD 88     -       182.802  (meters)     599.74   (feet)  ADJUSTED  
 ME1898  ___________________________________________________________________
 ME1898  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME1898  DYNAMIC HT  -         182.740 (meters)     599.54  (feet)  COMP
 ME1898  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 ME1898
 ME1898  VERT ORDER  -  FIRST     CLASS 0
 ME1898
 ME1898.The horizontal coordinates were scaled from a topographic map and have
 ME1898.an estimated accuracy of +/- 6 seconds.
 ME1898
 ME1898.The orthometric height was determined by differential leveling
 ME1898.and adjusted by the National Geodetic Survey in June 1991..
 ME1898
 ME1898.The geoid height was determined by GEOID03.
 ME1898
 ME1898.The dynamic height is computed by dividing the NAVD 88
 ME1898.geopotential number by the normal gravity value computed on the
 ME1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1898.degrees latitude (g = 980.6199 gals.).
 ME1898
 ME1898.The modeled gravity was interpolated from observed gravity values.
 ME1898
 ME1898;                    North         East    Units  Estimated Accuracy
 ME1898;SPC IL E     -   582,690.      355,420.      MT  (+/- 180 meters Scaled)
 ME1898
 ME1898                          SUPERSEDED SURVEY CONTROL
 ME1898
 ME1898  NGVD 29 (??/??/92)  182.886  (m)          600.02   (f) ADJ UNCH    1 0
 ME1898
 ME1898.Superseded values are not recommended for survey control.
 ME1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1898.See file dsdata.txt to determine how the superseded data were derived.
 ME1898
 ME1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM448403(NAD 83)
 ME1898_MARKER: DB = BENCH MARK DISK
 ME1898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1898_SP_SET: FOUNDATION
 ME1898_STAMPING: C 18 1934
 ME1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1898
 ME1898  HISTORY     - Date     Condition        Report By
 ME1898  HISTORY     - 1934     MONUMENTED       CGS
 ME1898  HISTORY     - 1947     GOOD             NGS
 ME1898  HISTORY     - 1973     GOOD             NGS
 ME1898  HISTORY     - 1977     GOOD             NGS
 ME1898
 ME1898                          STATION DESCRIPTION
 ME1898
 ME1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1898'AT CHICAGO.
 ME1898'AT CHICAGO, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, ABOUT
 ME1898'1 1/2 BLOCKS NORTH OF 1500 WEST NORTH AVENUE, SET IN THE NORTH
 ME1898'CORNER OF THE STONE FOUNDATION OF THE NORTHEAST LEG OF RAILROAD
 ME1898'BRIDGE NO. 294, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, 236 FEET
 ME1898'NORTHWEST OF THE NORTHWEST END OF THE RAILWAY OVERPASS OVER WEST
 ME1898'WABANSIA AVENUE AND ABOUT LEVEL WITH THE RAIL.
 ME1898
 ME1898                          STATION RECOVERY (1973)
 ME1898
 ME1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1898'0.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 ME1898'WEST NORTH AVENUE UNDERPASS AT CHICAGO, 0.15 MILES NORTH OF A SIGNAL
 ME1898'BRIDGE BEARING LETTERS R4-R6-R8, 204 YARDS (P) SOUTH OF CY TOWER
 ME1898'(BRICK OBSERVATION TOWER) 6.2 FEET EAST OF EAST RAIL OF MOST EASTERLY
 ME1898'TRACK (ALL ON SAME LEVEL) SET IN TOP OF THE NORTHWEST CORNER OF AN
 ME1898'ABANDONED LIMESTONE FOUNDATION OF A SIGNAL BRIDGE WHICH HAS BEEN
 ME1898'REMOVED.  0.2 MILES NORTH OF BM C 274.  SEC 32, T 40N, R 14E.
 ME1898
 ME1898                          STATION RECOVERY (1977)
 ME1898
 ME1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1327 ***********************************************************************
 KA1327  DESIGNATION -  C 182
 KA1327  PID         -  KA1327
 KA1327  STATE/COUNTY-  IL/CRAWFORD
 KA1327  USGS QUAD   -  MEROM (1986)
 KA1327
 KA1327                         *CURRENT SURVEY CONTROL
 KA1327  ___________________________________________________________________
 KA1327* NAD 83(1986)-  39 00 51.     (N)    087 36 42.     (W)     SCALED    
 KA1327* NAVD 88     -       133.786  (meters)     438.93   (feet)  ADJUSTED  
 KA1327  ___________________________________________________________________
 KA1327  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KA1327  DYNAMIC HT  -         133.706 (meters)     438.67  (feet)  COMP
 KA1327  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 KA1327
 KA1327  VERT ORDER  -  FIRST     CLASS II
 KA1327
 KA1327.The horizontal coordinates were scaled from a topographic map and have
 KA1327.an estimated accuracy of +/- 6 seconds.
 KA1327
 KA1327.The orthometric height was determined by differential leveling
 KA1327.and adjusted by the National Geodetic Survey in June 1991..
 KA1327
 KA1327.The geoid height was determined by GEOID03.
 KA1327
 KA1327.The dynamic height is computed by dividing the NAVD 88
 KA1327.geopotential number by the normal gravity value computed on the
 KA1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1327.degrees latitude (g = 980.6199 gals.).
 KA1327
 KA1327.The modeled gravity was interpolated from observed gravity values.
 KA1327
 KA1327;                    North         East    Units  Estimated Accuracy
 KA1327;SPC IL E     -   260,800.      362,500.      MT  (+/- 180 meters Scaled)
 KA1327
 KA1327                          SUPERSEDED SURVEY CONTROL
 KA1327
 KA1327  NGVD 29 (??/??/92)  133.919  (m)          439.37   (f) ADJ UNCH    1 2
 KA1327
 KA1327.Superseded values are not recommended for survey control.
 KA1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1327.See file dsdata.txt to determine how the superseded data were derived.
 KA1327
 KA1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ470185(NAD 83)
 KA1327_MARKER: DB = BENCH MARK DISK
 KA1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1327_STAMPING: C 182 1956
 KA1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1327+STABILITY: SURFACE MOTION
 KA1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1327+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1999
 KA1327
 KA1327  HISTORY     - Date     Condition        Report By
 KA1327  HISTORY     - 1956     MONUMENTED       CGS
 KA1327  HISTORY     - 19990504 GOOD             CMT
 KA1327
 KA1327                          STATION DESCRIPTION
 KA1327
 KA1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1327'0.7 MI N FROM PALESTINE.
 KA1327'0.7 MILE NORTH ALONG LINCOLN NATIONAL MEMORIAL HIGHWAY FROM THE
 KA1327'ILLINOIS CENTRAL RAILROAD FREIGHT STATION AT PALESTINE, AT OHIO
 KA1327'OIL CO. (PALESTINE) AIRPORT, ABOUT 0.1 MILE SOUTH OF SMALL
 KA1327'OFFICE BUILDING, 26 FEET EAST OF CENTER LINE OF HIGHWAY, 110
 KA1327'FEET SOUTHWEST OF SOUTHWEST CORNER OF THE SOUTHWEST ONE OF TWO
 KA1327'HANGARS, 62 FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF
 KA1327'HIGHWAY AND A DRIVE NORTHEAST TO ABOVE HANGAR, 3 FEET NORTH OF A
 KA1327'POWER POLE WITH TRANSFORMER, 2 FEET NORTH OF A WHITE WOODEN
 KA1327'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE
 KA1327'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KA1327
 KA1327                          STATION RECOVERY (1999)
 KA1327
 KA1327'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 1999 (KWS)
 KA1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1298 ***********************************************************************
 KA1298  DESIGNATION -  C 183
 KA1298  PID         -  KA1298
 KA1298  STATE/COUNTY-  IL/CLARK
 KA1298  USGS QUAD   -  WEST UNION (1966)
 KA1298
 KA1298                         *CURRENT SURVEY CONTROL
 KA1298  ___________________________________________________________________
 KA1298* NAD 83(1986)-  39 12 56.     (N)    087 38 28.     (W)     SCALED    
 KA1298* NAVD 88     -       138.595  (meters)     454.71   (feet)  ADJUSTED  
 KA1298  ___________________________________________________________________
 KA1298  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KA1298  DYNAMIC HT  -         138.514 (meters)     454.44  (feet)  COMP
 KA1298  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KA1298
 KA1298  VERT ORDER  -  FIRST     CLASS II
 KA1298
 KA1298.The horizontal coordinates were scaled from a topographic map and have
 KA1298.an estimated accuracy of +/- 6 seconds.
 KA1298
 KA1298.The orthometric height was determined by differential leveling
 KA1298.and adjusted by the National Geodetic Survey in June 1991..
 KA1298
 KA1298.The geoid height was determined by GEOID03.
 KA1298
 KA1298.The dynamic height is computed by dividing the NAVD 88
 KA1298.geopotential number by the normal gravity value computed on the
 KA1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1298.degrees latitude (g = 980.6199 gals.).
 KA1298
 KA1298.The modeled gravity was interpolated from observed gravity values.
 KA1298
 KA1298;                    North         East    Units  Estimated Accuracy
 KA1298;SPC IL E     -   283,140.      359,780.      MT  (+/- 180 meters Scaled)
 KA1298
 KA1298                          SUPERSEDED SURVEY CONTROL
 KA1298
 KA1298  NGVD 29 (??/??/92)  138.714  (m)          455.10   (f) ADJ UNCH    1 2
 KA1298
 KA1298.Superseded values are not recommended for survey control.
 KA1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1298.See file dsdata.txt to determine how the superseded data were derived.
 KA1298
 KA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ446408(NAD 83)
 KA1298_MARKER: DB = BENCH MARK DISK
 KA1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1298_SP_SET: BRIDGE
 KA1298_STAMPING: C 183 1956
 KA1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1298
 KA1298  HISTORY     - Date     Condition        Report By
 KA1298  HISTORY     - 1956     MONUMENTED       CGS
 KA1298  HISTORY     - 20001229 GOOD             ZAMBRA
 KA1298  HISTORY     - 20050210 MARK NOT FOUND   ILDT
 KA1298
 KA1298                          STATION DESCRIPTION
 KA1298
 KA1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1298'3.4 MI N FROM YORK.
 KA1298'3.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT YORK,
 KA1298'THENCE ABOUT 0.15 MILE EAST ALONG A BLACK TOP ROAD, IN THE TOP OF
 KA1298'THE SOUTH END OF WEST CONCRETE ABUTMENT OF AN 85-FOOT CONCRETE
 KA1298'BRIDGE OVER MILL CREEK, 12 FEET SOUTH OF CENTER LINE OF ROAD AND
 KA1298'ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
 KA1298
 KA1298                          STATION RECOVERY (2000)
 KA1298
 KA1298'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KA1298'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KA1298'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KA1298'
 KA1298
 KA1298                          STATION RECOVERY (2005)
 KA1298
 KA1298'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1298'NEW BRIDGE IN 2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1467 ***********************************************************************
 KA1467  DESIGNATION -  C 184
 KA1467  PID         -  KA1467
 KA1467  STATE/COUNTY-  IL/EDGAR
 KA1467  USGS QUAD   -  BROCTON (1982)
 KA1467
 KA1467                         *CURRENT SURVEY CONTROL
 KA1467  ___________________________________________________________________
 KA1467* NAD 83(1986)-  39 43 00.     (N)    087 55 42.     (W)     SCALED    
 KA1467* NAVD 88     -       202.462  (meters)     664.24   (feet)  ADJUSTED  
 KA1467  ___________________________________________________________________
 KA1467  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1467  DYNAMIC HT  -         202.353 (meters)     663.89  (feet)  COMP
 KA1467  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 KA1467
 KA1467  VERT ORDER  -  FIRST     CLASS II
 KA1467
 KA1467.The horizontal coordinates were scaled from a topographic map and have
 KA1467.an estimated accuracy of +/- 6 seconds.
 KA1467
 KA1467.The orthometric height was determined by differential leveling
 KA1467.and adjusted by the National Geodetic Survey in June 1991..
 KA1467
 KA1467.The geoid height was determined by GEOID03.
 KA1467
 KA1467.The dynamic height is computed by dividing the NAVD 88
 KA1467.geopotential number by the normal gravity value computed on the
 KA1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1467.degrees latitude (g = 980.6199 gals.).
 KA1467
 KA1467.The modeled gravity was interpolated from observed gravity values.
 KA1467
 KA1467;                    North         East    Units  Estimated Accuracy
 KA1467;SPC IL E     -   338,620.      334,730.      MT  (+/- 180 meters Scaled)
 KA1467
 KA1467                          SUPERSEDED SURVEY CONTROL
 KA1467
 KA1467  NGVD 29 (??/??/92)  202.539  (m)          664.50   (f) ADJ UNCH    1 2
 KA1467
 KA1467.Superseded values are not recommended for survey control.
 KA1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1467.See file dsdata.txt to determine how the superseded data were derived.
 KA1467
 KA1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ204967(NAD 83)
 KA1467_MARKER: DB = BENCH MARK DISK
 KA1467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1467_SP_SET: GAIN ELEVATOR
 KA1467_STAMPING: C 184 1956
 KA1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1467
 KA1467  HISTORY     - Date     Condition        Report By
 KA1467  HISTORY     - 1956     MONUMENTED       CGS
 KA1467
 KA1467                          STATION DESCRIPTION
 KA1467
 KA1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1467'0.2 MI NE FROM BROCTON.
 KA1467'ABOUT 0.2 MILE NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1467'LOUIS RAILROAD FROM THE STATION AT BROCTON, 2 TELEPHONE POLES
 KA1467'SOUTHWEST OF MILE POLE 297, IN SECTION 25, T. 15 N., R. 14 W.,
 KA1467'SET VERTICALLY IN THE NORTH CONCRETE FACE OF MILLER GRAIN
 KA1467'ELEVATOR, 28 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK,
 KA1467'1 FOOT EAST OF NORTHWEST CORNER OF ELEVATOR BUILDING, 4 FEET
 KA1467'ABOVE GROUND AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0364 ***********************************************************************
 LC0364  DESIGNATION -  C 185
 LC0364  PID         -  LC0364
 LC0364  STATE/COUNTY-  IL/CHAMPAIGN
 LC0364  USGS QUAD   -  BONDVILLE (1975)
 LC0364
 LC0364                         *CURRENT SURVEY CONTROL
 LC0364  ___________________________________________________________________
 LC0364* NAD 83(1986)-  40 03 15.     (N)    088 15 03.     (W)     SCALED    
 LC0364* NAVD 88     -       224.915  (meters)     737.91   (feet)  ADJUSTED  
 LC0364  ___________________________________________________________________
 LC0364  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0364  DYNAMIC HT  -         224.801 (meters)     737.53  (feet)  COMP
 LC0364  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 LC0364
 LC0364  VERT ORDER  -  SECOND    CLASS 0
 LC0364
 LC0364.The horizontal coordinates were scaled from a topographic map and have
 LC0364.an estimated accuracy of +/- 6 seconds.
 LC0364
 LC0364.The orthometric height was determined by differential leveling
 LC0364.and adjusted by the National Geodetic Survey in June 1991..
 LC0364
 LC0364.The geoid height was determined by GEOID03.
 LC0364
 LC0364.The dynamic height is computed by dividing the NAVD 88
 LC0364.geopotential number by the normal gravity value computed on the
 LC0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0364.degrees latitude (g = 980.6199 gals.).
 LC0364
 LC0364.The modeled gravity was interpolated from observed gravity values.
 LC0364
 LC0364;                    North         East    Units  Estimated Accuracy
 LC0364;SPC IL E     -   376,020.      307,040.      MT  (+/- 180 meters Scaled)
 LC0364
 LC0364                          SUPERSEDED SURVEY CONTROL
 LC0364
 LC0364  NGVD 29 (??/??/92)  224.96   (m)          738.1    (f) COMPUTED    2 0
 LC0364
 LC0364.Superseded values are not recommended for survey control.
 LC0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0364.See file dsdata.txt to determine how the superseded data were derived.
 LC0364
 LC0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK933345(NAD 83)
 LC0364_MARKER: DB = BENCH MARK DISK
 LC0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0364_SP_SET: RAILROAD SIGNAL CONCRETE BASE
 LC0364_STAMPING: C 185 1958
 LC0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0364
 LC0364  HISTORY     - Date     Condition        Report By
 LC0364  HISTORY     - 1958     MONUMENTED       CGS
 LC0364  HISTORY     - 1973     GOOD             NGS
 LC0364
 LC0364                          STATION DESCRIPTION
 LC0364
 LC0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LC0364'AT SAVOY.
 LC0364'LOCATED AT SAVOY, IN THE CONCRETE BASE OF A RAILROAD SIGNAL AT
 LC0364'ROAD CROSSING ILLINOIS CENTRAL RAILROAD.  110 FEET NORTH OF
 LC0364'NORTHEAST CORNER OF RAILROAD DEPOT, 8.1 FEET WEST OF WEST RAIL
 LC0364'AND 116 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 45.  STAMPED
 LC0364'C 185 1958 AND CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE
 LC0364'AND 1 FOOT ABOVE GROUND.
 LC0364
 LC0364                          STATION RECOVERY (1973)
 LC0364
 LC0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0365 ***********************************************************************
 LC0365  DESIGNATION -  C 185 RESET 1971
 LC0365  PID         -  LC0365
 LC0365  STATE/COUNTY-  IL/CHAMPAIGN
 LC0365  USGS QUAD   -  BONDVILLE (1975)
 LC0365
 LC0365                         *CURRENT SURVEY CONTROL
 LC0365  ___________________________________________________________________
 LC0365* NAD 83(1986)-  40 03 14.     (N)    088 15 04.     (W)     SCALED    
 LC0365* NAVD 88     -       224.65   (meters)     737.0    (feet)  RESET     
 LC0365  ___________________________________________________________________
 LC0365  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0365
 LC0365  VERT ORDER  -  THIRD
 LC0365
 LC0365.The horizontal coordinates were scaled from a topographic map and have
 LC0365.an estimated accuracy of +/- 6 seconds.
 LC0365
 LC0365.The orthometric height was computed from unverified reset data.
 LC0365.No vertical observational check was made to the station.
 LC0365
 LC0365.The geoid height was determined by GEOID03.
 LC0365
 LC0365;                    North         East    Units  Estimated Accuracy
 LC0365;SPC IL E     -   375,990.      307,020.      MT  (+/- 180 meters Scaled)
 LC0365
 LC0365                          SUPERSEDED SURVEY CONTROL
 LC0365
 LC0365  NGVD 29 (??/??/??)  224.69   (m)          737.2    (f) RESET       3  
 LC0365
 LC0365.Superseded values are not recommended for survey control.
 LC0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0365.See file dsdata.txt to determine how the superseded data were derived.
 LC0365
 LC0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK932344(NAD 83)
 LC0365_MARKER: DD = SURVEY DISK
 LC0365_SETTING: 0 = UNSPECIFIED SETTING
 LC0365_STAMPING: C 185 RESET 1971
 LC0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0365
 LC0365  HISTORY     - Date     Condition        Report By
 LC0365  HISTORY     - 1971     MONUMENTED       LOCENG
 LC0365  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 LC0365
 LC0365                          STATION DESCRIPTION
 LC0365
 LC0365'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 LC0365'AT SAVOY.
 LC0365'AT SAVOY, 116 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 45, 96
 LC0365'FEET NORTH AND 7 FEET EAST OF THE NORTHEAST CORNER OF THE ILLINOIS
 LC0365'CENTRAL RAILROAD STATION, ABOUT 1 FOOT BELOW THE TRACK AND SET
 LC0365'IN THE TOP OF CONCRETE FLUSH WITH THE GROUND.
 LC0365
 LC0365                          STATION RECOVERY (2005)
 LC0365
 LC0365'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0717 ***********************************************************************
 HB0717  DESIGNATION -  C 189
 HB0717  PID         -  HB0717
 HB0717  STATE/COUNTY-  IL/WILLIAMSON
 HB0717  USGS QUAD   -  CRAB ORCHARD LAKE (1996)
 HB0717
 HB0717                         *CURRENT SURVEY CONTROL
 HB0717  ___________________________________________________________________
 HB0717* NAD 83(1986)-  37 44 41.     (N)    089 02 30.     (W)     SCALED    
 HB0717* NAVD 88     -       139.956  (meters)     459.17   (feet)  ADJUSTED  
 HB0717  ___________________________________________________________________
 HB0717  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB0717  DYNAMIC HT  -         139.860 (meters)     458.86  (feet)  COMP
 HB0717  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 HB0717
 HB0717  VERT ORDER  -  SECOND    CLASS 0
 HB0717
 HB0717.The horizontal coordinates were scaled from a topographic map and have
 HB0717.an estimated accuracy of +/- 6 seconds.
 HB0717
 HB0717.The orthometric height was determined by differential leveling
 HB0717.and adjusted by the National Geodetic Survey in June 1991..
 HB0717
 HB0717.The geoid height was determined by GEOID03.
 HB0717
 HB0717.The dynamic height is computed by dividing the NAVD 88
 HB0717.geopotential number by the normal gravity value computed on the
 HB0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0717.degrees latitude (g = 980.6199 gals.).
 HB0717
 HB0717.The modeled gravity was interpolated from observed gravity values.
 HB0717
 HB0717;                    North         East    Units  Estimated Accuracy
 HB0717;SPC IL E     -   119,880.      237,570.      MT  (+/- 180 meters Scaled)
 HB0717
 HB0717                          SUPERSEDED SURVEY CONTROL
 HB0717
 HB0717  NGVD 29 (??/??/??)  140.049  (m)          459.48   (f) ADJUSTED    2 0
 HB0717
 HB0717.Superseded values are not recommended for survey control.
 HB0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0717.See file dsdata.txt to determine how the superseded data were derived.
 HB0717
 HB0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG201794(NAD 83)
 HB0717_MARKER: DB = BENCH MARK DISK
 HB0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0717_STAMPING: C 189 1965
 HB0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0717+STABILITY: SURFACE MOTION
 HB0717
 HB0717  HISTORY     - Date     Condition        Report By
 HB0717  HISTORY     - 1965     MONUMENTED       CGS
 HB0717  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 HB0717
 HB0717                          STATION DESCRIPTION
 HB0717
 HB0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HB0717'1.5 MI E FROM CRAINSVILLE.
 HB0717'1.1 MILES WEST OF THE INTERSECTION OF HIGHWAYS 13 AND 148,
 HB0717'78.7 FT. NORTH OF THE CENTER LINE OF HIGHWAY 13, 1.5 FT SOUTH
 HB0717'OF THE SECOND POWER POLE EAST OF A GRAVEL CROSSROAD.  A STANDARD
 HB0717'BM DISK SET IN A CONCRETE MONUMENT, PROJECTING 0.4 FT.
 HB0717
 HB0717                          STATION RECOVERY (1971)
 HB0717
 HB0717'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 HB0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0281 ***********************************************************************
 MG0281  DESIGNATION -  C 190
 MG0281  PID         -  MG0281
 MG0281  STATE/COUNTY-  IL/HENRY
 MG0281  USGS QUAD   -  GENESEO (1991)
 MG0281
 MG0281                         *CURRENT SURVEY CONTROL
 MG0281  ___________________________________________________________________
 MG0281* NAD 83(1986)-  41 25 38.     (N)    090 09 26.     (W)     SCALED    
 MG0281* NAVD 88     -       194.443  (meters)     637.94   (feet)  ADJUSTED  
 MG0281  ___________________________________________________________________
 MG0281  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0281  DYNAMIC HT  -         194.366 (meters)     637.68  (feet)  COMP
 MG0281  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 MG0281
 MG0281  VERT ORDER  -  SECOND    CLASS 0
 MG0281
 MG0281.The horizontal coordinates were scaled from a topographic map and have
 MG0281.an estimated accuracy of +/- 6 seconds.
 MG0281
 MG0281.The orthometric height was determined by differential leveling
 MG0281.and adjusted by the National Geodetic Survey in June 1991..
 MG0281
 MG0281.The geoid height was determined by GEOID03.
 MG0281
 MG0281.The dynamic height is computed by dividing the NAVD 88
 MG0281.geopotential number by the normal gravity value computed on the
 MG0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0281.degrees latitude (g = 980.6199 gals.).
 MG0281
 MG0281.The modeled gravity was interpolated from observed gravity values.
 MG0281
 MG0281;                    North         East    Units  Estimated Accuracy
 MG0281;SPC IL W     -   528,470.      700,790.      MT  (+/- 180 meters Scaled)
 MG0281
 MG0281                          SUPERSEDED SURVEY CONTROL
 MG0281
 MG0281  NGVD 29 (??/??/92)  194.523  (m)          638.20   (f) ADJ UNCH    2 0
 MG0281
 MG0281.Superseded values are not recommended for survey control.
 MG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0281.See file dsdata.txt to determine how the superseded data were derived.
 MG0281
 MG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF375900(NAD 83)
 MG0281_MARKER: DB = BENCH MARK DISK
 MG0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0281_SP_SET: CULVERT
 MG0281_STAMPING: C 190 1959
 MG0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0281+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 MG0281
 MG0281  HISTORY     - Date     Condition        Report By
 MG0281  HISTORY     - 1959     MONUMENTED       CGS
 MG0281  HISTORY     - 19960722 GOOD             USPSQD
 MG0281  HISTORY     - 20011006 GOOD             USPSQD
 MG0281  HISTORY     - 20040609 GOOD             USPSQD
 MG0281
 MG0281                          STATION DESCRIPTION
 MG0281
 MG0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0281'0.9 MI S FROM GENESEO.
 MG0281'ABOUT 0.9 MILES SOUTH ALONG STATE HIGHWAY 82 FROM ITS JUNCTION
 MG0281'WITH U.S. HIGHWAY 6 IN THE SOUTHERN PART OF GENESEO, ABOUT 0.1
 MG0281'MILE NORTH OF A DRIVE EAST TO A FARM HOUSE, SET IN THE TOP OF
 MG0281'THE SOUTH END OF THE EAST HEADWALL OF A 10-FOOT CONCRETE BOX
 MG0281'CULVERT, 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3
 MG0281'FEET BELOW THE LEVEL OF THE HIGHWAY.
 MG0281
 MG0281                          STATION RECOVERY (1996)
 MG0281
 MG0281'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0281'RECOVERED IN GOOD CONDITION.
 MG0281
 MG0281                          STATION RECOVERY (2001)
 MG0281
 MG0281'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0281'FOUND MARK AS DESCRIBED
 MG0281
 MG0281                          STATION RECOVERY (2004)
 MG0281
 MG0281'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1020 ***********************************************************************
 MF1020  DESIGNATION -  C 191
 MF1020  PID         -  MF1020
 MF1020  STATE/COUNTY-  IL/BUREAU
 MF1020  USGS QUAD   -  MINERAL (1983)
 MF1020
 MF1020                         *CURRENT SURVEY CONTROL
 MF1020  ___________________________________________________________________
 MF1020* NAD 83(1986)-  41 22 58.     (N)    089 49 08.     (W)     SCALED    
 MF1020* NAVD 88     -       190.183  (meters)     623.96   (feet)  ADJUSTED  
 MF1020  ___________________________________________________________________
 MF1020  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1020  DYNAMIC HT  -         190.106 (meters)     623.71  (feet)  COMP
 MF1020  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 MF1020
 MF1020  VERT ORDER  -  SECOND    CLASS 0
 MF1020
 MF1020.The horizontal coordinates were scaled from a topographic map and have
 MF1020.an estimated accuracy of +/- 6 seconds.
 MF1020
 MF1020.The orthometric height was determined by differential leveling
 MF1020.and adjusted by the National Geodetic Survey in June 1991..
 MF1020
 MF1020.The geoid height was determined by GEOID03.
 MF1020
 MF1020.The dynamic height is computed by dividing the NAVD 88
 MF1020.geopotential number by the normal gravity value computed on the
 MF1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1020.degrees latitude (g = 980.6199 gals.).
 MF1020
 MF1020.The modeled gravity was interpolated from observed gravity values.
 MF1020
 MF1020;                    North         East    Units  Estimated Accuracy
 MF1020;SPC IL W     -   523,590.      729,090.      MT  (+/- 180 meters Scaled)
 MF1020
 MF1020                          SUPERSEDED SURVEY CONTROL
 MF1020
 MF1020  NGVD 29 (??/??/92)  190.258  (m)          624.20   (f) ADJ UNCH    2 0
 MF1020
 MF1020.Superseded values are not recommended for survey control.
 MF1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1020.See file dsdata.txt to determine how the superseded data were derived.
 MF1020
 MF1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL642850(NAD 83)
 MF1020_MARKER: DB = BENCH MARK DISK
 MF1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1020_STAMPING: C 191 1959
 MF1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1020+STABILITY: SURFACE MOTION
 MF1020
 MF1020  HISTORY     - Date     Condition        Report By
 MF1020  HISTORY     - 1959     MONUMENTED       CGS
 MF1020  HISTORY     - 19951230 GOOD             USPSQD
 MF1020  HISTORY     - 20010509 GOOD             USPSQD
 MF1020  HISTORY     - 20060203 GOOD             USPSQD
 MF1020
 MF1020                          STATION DESCRIPTION
 MF1020
 MF1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1020'1.4 MI NE FROM MINERAL.
 MF1020'ABOUT 1.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, ROCK
 MF1020'ISLAND AND PACIFIC RAILWAY STATION AT MINERAL, THENCE 0.4 MILES
 MF1020'NORTH ALONG GRAVEL ROAD, AT A T-FENCE CORNER EAST OF THE ROAD,
 MF1020'20 FEET EAST OF THE CENTERLINE OF THE ROAD, 108 FEET SOUTH OF THE
 MF1020'CENTER LINE OF A DRIVEWAY EAST TO A FARM HOUSE, 2 FEET WEST OF
 MF1020'FENCE LINE, 4 FEET NORTH OF THE T-FENCE CORNER, 6 FEET NORTH OF
 MF1020'A POWER POLE WITH A TRANSFORMER, 3.0 FEET EAST OF A METAL WITNESS
 MF1020'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP
 MF1020'OF A CONCRETE POST PROJECTING 3 INCHES.
 MF1020
 MF1020                          STATION RECOVERY (1995)
 MF1020
 MF1020'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1020'RECOVERED IN GOOD CONDITION.
 MF1020
 MF1020                          STATION RECOVERY (2001)
 MF1020
 MF1020'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1020'RECOVERED IN GOOD CONDITION.
 MF1020
 MF1020                          STATION RECOVERY (2006)
 MF1020
 MF1020'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1097 ***********************************************************************
 MF1097  DESIGNATION -  C 192
 MF1097  PID         -  MF1097
 MF1097  STATE/COUNTY-  IL/BUREAU
 MF1097  USGS QUAD   -  BUDA NE (1983)
 MF1097
 MF1097                         *CURRENT SURVEY CONTROL
 MF1097  ___________________________________________________________________
 MF1097* NAD 83(1986)-  41 22 47.     (N)    089 32 35.     (W)     SCALED    
 MF1097* NAVD 88     -       202.002  (meters)     662.73   (feet)  ADJUSTED  
 MF1097  ___________________________________________________________________
 MF1097  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF1097  DYNAMIC HT  -         201.920 (meters)     662.47  (feet)  COMP
 MF1097  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 MF1097
 MF1097  VERT ORDER  -  SECOND    CLASS 0
 MF1097
 MF1097.The horizontal coordinates were scaled from a topographic map and have
 MF1097.an estimated accuracy of +/- 6 seconds.
 MF1097
 MF1097.The orthometric height was determined by differential leveling
 MF1097.and adjusted by the National Geodetic Survey in June 1991..
 MF1097
 MF1097.The geoid height was determined by GEOID03.
 MF1097
 MF1097.The dynamic height is computed by dividing the NAVD 88
 MF1097.geopotential number by the normal gravity value computed on the
 MF1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1097.degrees latitude (g = 980.6199 gals.).
 MF1097
 MF1097.The modeled gravity was interpolated from observed gravity values.
 MF1097
 MF1097;                    North         East    Units  Estimated Accuracy
 MF1097;SPC IL W     -   523,380.      752,160.      MT  (+/- 180 meters Scaled)
 MF1097
 MF1097                          SUPERSEDED SURVEY CONTROL
 MF1097
 MF1097  NGVD 29 (??/??/92)  202.081  (m)          662.99   (f) ADJ UNCH    2 0
 MF1097
 MF1097.Superseded values are not recommended for survey control.
 MF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1097.See file dsdata.txt to determine how the superseded data were derived.
 MF1097
 MF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL873840(NAD 83)
 MF1097_MARKER: DB = BENCH MARK DISK
 MF1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1097_STAMPING: C 192 1959
 MF1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1097+STABILITY: SURFACE MOTION
 MF1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1097+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 MF1097
 MF1097  HISTORY     - Date     Condition        Report By
 MF1097  HISTORY     - 1959     MONUMENTED       CGS
 MF1097  HISTORY     - 19951202 GOOD             USPSQD
 MF1097  HISTORY     - 20010516 GOOD             USPSQD
 MF1097  HISTORY     - 20051012 GOOD             USPSQD
 MF1097
 MF1097                          STATION DESCRIPTION
 MF1097
 MF1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1097'3.1 MI NE FROM WYANET.
 MF1097'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1097'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 1.0
 MF1097'MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.3 MILES EAST ALONG A
 MF1097'GRAVEL ROAD, NEAR A FARM HOUSE NORTH OF THE ROAD, 27 FEET NORTH
 MF1097'OF THE CENTER LINE OF THE ROAD, 59 FEET WEST OF THE CENTER LINE
 MF1097'OF THE WESTERN DRIVEWAY NORTH TO FARM HOUSE, 2.2 FEET SOUTH
 MF1097'OF FENCE LINE, 2.7 FEET SOUTHWEST OF FENCE CORNER, 2.9 FEET
 MF1097'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 MF1097'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MF1097
 MF1097                          STATION RECOVERY (1995)
 MF1097
 MF1097'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1097'RECOVERED IN GOOD CONDITION.
 MF1097
 MF1097                          STATION RECOVERY (2001)
 MF1097
 MF1097'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1097'.
 MF1097
 MF1097                          STATION RECOVERY (2005)
 MF1097
 MF1097'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0914 ***********************************************************************
 MF0914  DESIGNATION -  C 193
 MF0914  PID         -  MF0914
 MF0914  STATE/COUNTY-  IL/BUREAU
 MF0914  USGS QUAD   -  SPRING VALLEY (1979)
 MF0914
 MF0914                         *CURRENT SURVEY CONTROL
 MF0914  ___________________________________________________________________
 MF0914* NAD 83(1986)-  41 21 51.     (N)    089 14 22.     (W)     SCALED    
 MF0914* NAVD 88     -       196.533  (meters)     644.79   (feet)  ADJUSTED  
 MF0914  ___________________________________________________________________
 MF0914  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0914  DYNAMIC HT  -         196.454 (meters)     644.53  (feet)  COMP
 MF0914  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 MF0914
 MF0914  VERT ORDER  -  SECOND    CLASS 0
 MF0914
 MF0914.The horizontal coordinates were scaled from a topographic map and have
 MF0914.an estimated accuracy of +/- 6 seconds.
 MF0914
 MF0914.The orthometric height was determined by differential leveling
 MF0914.and adjusted by the National Geodetic Survey in June 1991..
 MF0914
 MF0914.The geoid height was determined by GEOID03.
 MF0914
 MF0914.The dynamic height is computed by dividing the NAVD 88
 MF0914.geopotential number by the normal gravity value computed on the
 MF0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0914.degrees latitude (g = 980.6199 gals.).
 MF0914
 MF0914.The modeled gravity was interpolated from observed gravity values.
 MF0914
 MF0914;                    North         East    Units  Estimated Accuracy
 MF0914;SPC IL W     -   521,880.      777,580.      MT  (+/- 180 meters Scaled)
 MF0914
 MF0914                          SUPERSEDED SURVEY CONTROL
 MF0914
 MF0914  NGVD 29 (??/??/92)  196.611  (m)          645.05   (f) ADJ UNCH    2 0
 MF0914
 MF0914.Superseded values are not recommended for survey control.
 MF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0914.See file dsdata.txt to determine how the superseded data were derived.
 MF0914
 MF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL126816(NAD 83)
 MF0914_MARKER: DB = BENCH MARK DISK
 MF0914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0914_SP_SET: CULVERT
 MF0914_STAMPING: C 193 1959
 MF0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0914
 MF0914  HISTORY     - Date     Condition        Report By
 MF0914  HISTORY     - 1959     MONUMENTED       CGS
 MF0914  HISTORY     - 19960406 MARK NOT FOUND   USPSQD
 MF0914  HISTORY     - 20010606 MARK NOT FOUND   USPSQD
 MF0914
 MF0914                          STATION DESCRIPTION
 MF0914
 MF0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0914'4.2 MI W FROM SPRING VALLEY.
 MF0914'ABOUT 4.15 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MF0914'WITH STATE HIGHWAY 89 AT SPRING VALLEY, SET IN THE TOP OF THE
 MF0914'WEST END OF THE NORTH HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT,
 MF0914'28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 159 FEET WEST
 MF0914'OF THE CENTER LINE OF A DRIVEWAY NORTH TO A FARM HOUSE, ABOUT 4
 MF0914'FEET BELOW THE LEVEL OF THE HIGHWAY.
 MF0914
 MF0914                          STATION RECOVERY (1996)
 MF0914
 MF0914'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0914'MARK NOT FOUND.
 MF0914
 MF0914                          STATION RECOVERY (2001)
 MF0914
 MF0914'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0143 ***********************************************************************
 MG0143  DESIGNATION -  C 194
 MG0143  PID         -  MG0143
 MG0143  STATE/COUNTY-  IL/HENRY
 MG0143  USGS QUAD   -  GREEN ROCK (1992)
 MG0143
 MG0143                         *CURRENT SURVEY CONTROL
 MG0143  ___________________________________________________________________
 MG0143* NAD 83(1986)-  41 24 26.     (N)    090 19 09.     (W)     SCALED    
 MG0143* NAVD 88     -       209.844  (meters)     688.46   (feet)  ADJUSTED  
 MG0143  ___________________________________________________________________
 MG0143  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0143  DYNAMIC HT  -         209.761 (meters)     688.19  (feet)  COMP
 MG0143  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 MG0143
 MG0143  VERT ORDER  -  SECOND    CLASS 0
 MG0143
 MG0143.The horizontal coordinates were scaled from a topographic map and have
 MG0143.an estimated accuracy of +/- 6 seconds.
 MG0143
 MG0143.The orthometric height was determined by differential leveling
 MG0143.and adjusted by the National Geodetic Survey in June 1991..
 MG0143
 MG0143.The geoid height was determined by GEOID03.
 MG0143
 MG0143.The dynamic height is computed by dividing the NAVD 88
 MG0143.geopotential number by the normal gravity value computed on the
 MG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0143.degrees latitude (g = 980.6199 gals.).
 MG0143
 MG0143.The modeled gravity was interpolated from observed gravity values.
 MG0143
 MG0143;                    North         East    Units  Estimated Accuracy
 MG0143;SPC IL W     -   526,260.      687,250.      MT  (+/- 180 meters Scaled)
 MG0143
 MG0143                          SUPERSEDED SURVEY CONTROL
 MG0143
 MG0143  NGVD 29 (??/??/92)  209.920  (m)          688.71   (f) ADJ UNCH    2 0
 MG0143
 MG0143.Superseded values are not recommended for survey control.
 MG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0143.See file dsdata.txt to determine how the superseded data were derived.
 MG0143
 MG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF240874(NAD 83)
 MG0143_MARKER: DB = BENCH MARK DISK
 MG0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0143_SP_SET: CULVERT
 MG0143_STAMPING: C 194 1959
 MG0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0143+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2004
 MG0143
 MG0143  HISTORY     - Date     Condition        Report By
 MG0143  HISTORY     - 1959     MONUMENTED       CGS
 MG0143  HISTORY     - 19960717 GOOD             USPSQD
 MG0143  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0143  HISTORY     - 20040228 GOOD             GEOCAC
 MG0143
 MG0143                          STATION DESCRIPTION
 MG0143
 MG0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0143'3.1 MI E FROM WARNER.
 MG0143'ABOUT 0.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0143'RAILROAD FROM THE STATION SIGN AT WARNER, THENCE 2.85 MILES EAST
 MG0143'ALONG AN OILED ROAD, THENCE 0.15 MILES SOUTH ALONG AN OILED ROAD,
 MG0143'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A 3-FOOT
 MG0143'CONCRETE BOX CULVERT, 13 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MG0143'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 MG0143
 MG0143                          STATION RECOVERY (1996)
 MG0143
 MG0143'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0143'RECOVERED IN GOOD CONDITION.
 MG0143
 MG0143                          STATION RECOVERY (2001)
 MG0143
 MG0143'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0143'MARK NOT FOUND.
 MG0143
 MG0143                          STATION RECOVERY (2004)
 MG0143
 MG0143'RECOVERY NOTE BY GEOCACHING 2004 (CBB)
 MG0143'PICTURES AVAILABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0206 ***********************************************************************
 MG0206  DESIGNATION -  C 195
 MG0206  PID         -  MG0206
 MG0206  STATE/COUNTY-  IL/HENRY
 MG0206  USGS QUAD   -  WOODHULL (1992)
 MG0206
 MG0206                         *CURRENT SURVEY CONTROL
 MG0206  ___________________________________________________________________
 MG0206* NAD 83(1986)-  41 11 22.     (N)    090 20 30.     (W)     SCALED    
 MG0206* NAVD 88     -       247.258  (meters)     811.21   (feet)  ADJUSTED  
 MG0206  ___________________________________________________________________
 MG0206  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0206  DYNAMIC HT  -         247.154 (meters)     810.87  (feet)  COMP
 MG0206  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MG0206
 MG0206  VERT ORDER  -  SECOND    CLASS 0
 MG0206
 MG0206.The horizontal coordinates were scaled from a topographic map and have
 MG0206.an estimated accuracy of +/- 6 seconds.
 MG0206
 MG0206.The orthometric height was determined by differential leveling
 MG0206.and adjusted by the National Geodetic Survey in June 1991..
 MG0206
 MG0206.The geoid height was determined by GEOID03.
 MG0206
 MG0206.The dynamic height is computed by dividing the NAVD 88
 MG0206.geopotential number by the normal gravity value computed on the
 MG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0206.degrees latitude (g = 980.6199 gals.).
 MG0206
 MG0206.The modeled gravity was interpolated from observed gravity values.
 MG0206
 MG0206;                    North         East    Units  Estimated Accuracy
 MG0206;SPC IL W     -   502,080.      685,320.      MT  (+/- 180 meters Scaled)
 MG0206
 MG0206                          SUPERSEDED SURVEY CONTROL
 MG0206
 MG0206  NGVD 29 (??/??/92)  247.316  (m)          811.40   (f) ADJ UNCH    2 0
 MG0206
 MG0206.Superseded values are not recommended for survey control.
 MG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0206.See file dsdata.txt to determine how the superseded data were derived.
 MG0206
 MG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF229631(NAD 83)
 MG0206_MARKER: DB = BENCH MARK DISK
 MG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0206_STAMPING: C 195 1959
 MG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0206+STABILITY: SURFACE MOTION
 MG0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0206+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 MG0206
 MG0206  HISTORY     - Date     Condition        Report By
 MG0206  HISTORY     - 1959     MONUMENTED       CGS
 MG0206  HISTORY     - 19960710 GOOD             USPSQD
 MG0206  HISTORY     - 20011031 GOOD             USPSQD
 MG0206  HISTORY     - 20040616 GOOD             USPSQD
 MG0206
 MG0206                          STATION DESCRIPTION
 MG0206
 MG0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0206'2.4 MI E FROM ALPHA.
 MG0206'THE MARK MAY BE REACHED FROM WOODHULL, HENRY COUNTY, BY GOING
 MG0206'WEST ALONG STATE HIGHWAY 17 FOR 1.4 MILES FROM THE CITY WATER
 MG0206'TANK, THENCE 0.6 MILES NORTH ALONG AN OILED ROAD.  ABOUT 2.0
 MG0206'MILES EAST ALONG AN OILED ROAD FROM THE TOWNSHIP HIGH SCHOOL
 MG0206'AT ALPHA, THENCE 0.45 MILES SOUTH ALONG AN OILED ROAD, AT THE
 MG0206'JUNCTION OF DRIVEWAY WEST TO A FARM HOUSE, 29 FEET WEST OF THE
 MG0206'CENTER LINE OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF
 MG0206'THE DRIVEWAY, 2.2 FEET EAST OF FENCE LINE, 2.6 FEET SOUTHEAST
 MG0206'OF A POWER POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 MG0206'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MG0206'3 INCHES.
 MG0206
 MG0206                          STATION RECOVERY (1996)
 MG0206
 MG0206'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0206'RECOVERED IN GOOD CONDITION.
 MG0206
 MG0206                          STATION RECOVERY (2001)
 MG0206
 MG0206'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0206'RECOVERED IN GOOD CONDITION.
 MG0206
 MG0206                          STATION RECOVERY (2004)
 MG0206
 MG0206'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0086 ***********************************************************************
 LD0086  DESIGNATION -  C 196
 LD0086  PID         -  LD0086
 LD0086  STATE/COUNTY-  IL/KNOX
 LD0086  USGS QUAD   -  GALESBURG EAST (1982)
 LD0086
 LD0086                         *CURRENT SURVEY CONTROL
 LD0086  ___________________________________________________________________
 LD0086* NAD 83(1986)-  40 57 03.     (N)    090 20 33.     (W)     SCALED    
 LD0086* NAVD 88     -       238.322  (meters)     781.89   (feet)  ADJUSTED  
 LD0086  ___________________________________________________________________
 LD0086  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0086  DYNAMIC HT  -         238.215 (meters)     781.54  (feet)  COMP
 LD0086  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LD0086
 LD0086  VERT ORDER  -  SECOND    CLASS 0
 LD0086
 LD0086.The horizontal coordinates were scaled from a topographic map and have
 LD0086.an estimated accuracy of +/- 6 seconds.
 LD0086
 LD0086.The orthometric height was determined by differential leveling
 LD0086.and adjusted by the National Geodetic Survey in June 1991..
 LD0086
 LD0086.The geoid height was determined by GEOID03.
 LD0086
 LD0086.The dynamic height is computed by dividing the NAVD 88
 LD0086.geopotential number by the normal gravity value computed on the
 LD0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0086.degrees latitude (g = 980.6199 gals.).
 LD0086
 LD0086.The modeled gravity was interpolated from observed gravity values.
 LD0086
 LD0086;                    North         East    Units  Estimated Accuracy
 LD0086;SPC IL W     -   475,580.      685,200.      MT  (+/- 180 meters Scaled)
 LD0086
 LD0086                          SUPERSEDED SURVEY CONTROL
 LD0086
 LD0086  NGVD 29 (??/??/92)  238.375  (m)          782.07   (f) ADJ UNCH    2 0
 LD0086
 LD0086.Superseded values are not recommended for survey control.
 LD0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0086.See file dsdata.txt to determine how the superseded data were derived.
 LD0086
 LD0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF236367(NAD 83)
 LD0086_MARKER: DB = BENCH MARK DISK
 LD0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0086_STAMPING: C 196 1959
 LD0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0086+STABILITY: SURFACE MOTION
 LD0086
 LD0086  HISTORY     - Date     Condition        Report By
 LD0086  HISTORY     - 1959     MONUMENTED       CGS
 LD0086  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0086  HISTORY     - 20020129 MARK NOT FOUND   ILDT
 LD0086  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0086
 LD0086                          STATION DESCRIPTION
 LD0086
 LD0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0086'1.7 MI E FROM GALESBURG.
 LD0086'ABOUT 1.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0086'RAILWAY FROM THE STATION AT GALESBURG, ABOUT 0.1 MILES EAST OF
 LD0086'A STREET OVERPASS,  AT THE JUNCTION OF MADISON AND NORTH STREETS,
 LD0086'41 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 19 FEET NORTH
 LD0086'OF THE CENTER LINE OF NORTH STREET, 25 FEET WEST OF THE EXTENDED
 LD0086'CENTER LINE OF MADISON STREET, 12 FEET NORTHWEST OF A POWER POLE,
 LD0086'2.3 FEET WEST OF A METAL WITNESS POST, 15 FEET ABOVE THE LEVEL
 LD0086'OF THE TRACK, ABOUT LEVEL WITH NORTH STREET, SET IN THE TOP OF A
 LD0086'CONCRETE POST PROJECTING 3 INCHES.
 LD0086
 LD0086                          STATION RECOVERY (1997)
 LD0086
 LD0086'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0086'MARK NOT FOUND.
 LD0086
 LD0086                          STATION RECOVERY (2002)
 LD0086
 LD0086'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (MW)
 LD0086'MARK NOT FOUND.
 LD0086
 LD0086                          STATION RECOVERY (2005)
 LD0086
 LD0086'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1416 ***********************************************************************
 LC1416  DESIGNATION -  C 197
 LC1416  PID         -  LC1416
 LC1416  STATE/COUNTY-  IL/PEORIA
 LC1416  USGS QUAD   -  ELMWOOD (1982)
 LC1416
 LC1416                         *CURRENT SURVEY CONTROL
 LC1416  ___________________________________________________________________
 LC1416* NAD 83(1986)-  40 51 08.     (N)    089 59 06.     (W)     SCALED    
 LC1416* NAVD 88     -       207.093  (meters)     679.44   (feet)  ADJUSTED  
 LC1416  ___________________________________________________________________
 LC1416  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1416  DYNAMIC HT  -         206.998 (meters)     679.13  (feet)  COMP
 LC1416  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 LC1416
 LC1416  VERT ORDER  -  SECOND    CLASS 0
 LC1416
 LC1416.The horizontal coordinates were scaled from a topographic map and have
 LC1416.an estimated accuracy of +/- 6 seconds.
 LC1416
 LC1416.The orthometric height was determined by differential leveling
 LC1416.and adjusted by the National Geodetic Survey in June 1991..
 LC1416
 LC1416.The geoid height was determined by GEOID03.
 LC1416
 LC1416.The dynamic height is computed by dividing the NAVD 88
 LC1416.geopotential number by the normal gravity value computed on the
 LC1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1416.degrees latitude (g = 980.6199 gals.).
 LC1416
 LC1416.The modeled gravity was interpolated from observed gravity values.
 LC1416
 LC1416;                    North         East    Units  Estimated Accuracy
 LC1416;SPC IL W     -   464,630.      715,320.      MT  (+/- 180 meters Scaled)
 LC1416
 LC1416                          SUPERSEDED SURVEY CONTROL
 LC1416
 LC1416  NGVD 29 (??/??/92)  207.169  (m)          679.69   (f) ADJ UNCH    2 0
 LC1416
 LC1416.Superseded values are not recommended for survey control.
 LC1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1416.See file dsdata.txt to determine how the superseded data were derived.
 LC1416
 LC1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL483266(NAD 83)
 LC1416_MARKER: DB = BENCH MARK DISK
 LC1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1416_STAMPING: C 197 1959
 LC1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1416+STABILITY: SURFACE MOTION
 LC1416
 LC1416  HISTORY     - Date     Condition        Report By
 LC1416  HISTORY     - 1959     MONUMENTED       CGS
 LC1416  HISTORY     - 19990221 GOOD             USPSQD
 LC1416
 LC1416                          STATION DESCRIPTION
 LC1416
 LC1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1416'6.2 MI NW FROM BRIMFIELD.
 LC1416'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1416'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY 78,
 LC1416'THENCE 1.2 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.4 MILES SOUTH
 LC1416'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A DRIVEWAY EAST TO A FARM
 LC1416'HOUSE, 34 FEET EAST OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTH
 LC1416'OF THE CENTER LINE OF THE DRIVEWAY, 1 1/2 FEET WEST OF A FENCE, 6
 LC1416'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 2.3 FEET NORTH
 LC1416'OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD,
 LC1416'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC1416
 LC1416                          STATION RECOVERY (1999)
 LC1416
 LC1416'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1506 ***********************************************************************
 LC1506  DESIGNATION -  C 198
 LC1506  PID         -  LC1506
 LC1506  STATE/COUNTY-  IL/PEORIA
 LC1506  USGS QUAD   -  PEORIA EAST (1996)
 LC1506
 LC1506                         *CURRENT SURVEY CONTROL
 LC1506  ___________________________________________________________________
 LC1506* NAD 83(1986)-  40 43 31.     (N)    089 36 56.     (W)     SCALED    
 LC1506* NAVD 88     -       189.292  (meters)     621.04   (feet)  ADJUSTED  
 LC1506  ___________________________________________________________________
 LC1506  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1506  DYNAMIC HT  -         189.205 (meters)     620.75  (feet)  COMP
 LC1506  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 LC1506
 LC1506  VERT ORDER  -  SECOND    CLASS 0
 LC1506
 LC1506.The horizontal coordinates were scaled from a topographic map and have
 LC1506.an estimated accuracy of +/- 6 seconds.
 LC1506
 LC1506.The orthometric height was determined by differential leveling
 LC1506.and adjusted by the National Geodetic Survey in June 1991..
 LC1506
 LC1506.The geoid height was determined by GEOID03.
 LC1506
 LC1506.The dynamic height is computed by dividing the NAVD 88
 LC1506.geopotential number by the normal gravity value computed on the
 LC1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1506.degrees latitude (g = 980.6199 gals.).
 LC1506
 LC1506.The modeled gravity was interpolated from observed gravity values.
 LC1506
 LC1506;                    North         East    Units  Estimated Accuracy
 LC1506;SPC IL W     -   450,670.      746,560.      MT  (+/- 180 meters Scaled)
 LC1506
 LC1506                          SUPERSEDED SURVEY CONTROL
 LC1506
 LC1506  NGVD 29 (??/??/92)  189.378  (m)          621.32   (f) ADJ UNCH    2 0
 LC1506
 LC1506.Superseded values are not recommended for survey control.
 LC1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1506.See file dsdata.txt to determine how the superseded data were derived.
 LC1506
 LC1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL791115(NAD 83)
 LC1506_MARKER: DB = BENCH MARK DISK
 LC1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1506_STAMPING: C 198 1959
 LC1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1506+STABILITY: SURFACE MOTION
 LC1506
 LC1506  HISTORY     - Date     Condition        Report By
 LC1506  HISTORY     - 1959     MONUMENTED       CGS
 LC1506  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LC1506
 LC1506                          STATION DESCRIPTION
 LC1506
 LC1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1506'1.6 MI SW FROM PEORIA.
 LC1506'ABOUT 0.95 MILES WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC1506'WITH STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, THENCE
 LC1506'0.5 MILES SOUTH ALONG UNIVERSITY AVENUE, THENCE 0.15 MILES WEST
 LC1506'ALONG WEST FOREST HILL AVENUE, AT THE CENTRAL ILLINOIS LIGHT
 LC1506'COMPANY SUB-STATION, 88 FEET NORTH OF THE CENTER LINE OF WEST
 LC1506'FOREST HILL AVENUE, 2 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LC1506'OF THE FENCE SURROUNDING THE STATION, 58 FEET WEST OF THE CENTER
 LC1506'LINE OF THE DRIVEWAY TO THE STATION, ABOUT LEVEL WITH THE AVENUE,
 LC1506'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LC1506
 LC1506                          STATION RECOVERY (1977)
 LC1506
 LC1506'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0926 ***********************************************************************
 LC0926  DESIGNATION -  C 199
 LC0926  PID         -  LC0926
 LC0926  STATE/COUNTY-  IL/WOODFORD
 LC0926  USGS QUAD   -  MACKINAW (1979)
 LC0926
 LC0926                         *CURRENT SURVEY CONTROL
 LC0926  ___________________________________________________________________
 LC0926* NAD 83(1986)-  40 37 22.     (N)    089 18 13.     (W)     SCALED    
 LC0926* NAVD 88     -       223.728  (meters)     734.01   (feet)  ADJUSTED  
 LC0926  ___________________________________________________________________
 LC0926  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC0926  DYNAMIC HT  -         223.625 (meters)     733.68  (feet)  COMP
 LC0926  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 LC0926
 LC0926  VERT ORDER  -  SECOND    CLASS 0
 LC0926
 LC0926.The horizontal coordinates were scaled from a topographic map and have
 LC0926.an estimated accuracy of +/- 6 seconds.
 LC0926
 LC0926.The orthometric height was determined by differential leveling
 LC0926.and adjusted by the National Geodetic Survey in June 1991..
 LC0926
 LC0926.The geoid height was determined by GEOID03.
 LC0926
 LC0926.The dynamic height is computed by dividing the NAVD 88
 LC0926.geopotential number by the normal gravity value computed on the
 LC0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0926.degrees latitude (g = 980.6199 gals.).
 LC0926
 LC0926.The modeled gravity was interpolated from observed gravity values.
 LC0926
 LC0926;                    North         East    Units  Estimated Accuracy
 LC0926;SPC IL W     -   439,500.      773,020.      MT  (+/- 180 meters Scaled)
 LC0926
 LC0926                          SUPERSEDED SURVEY CONTROL
 LC0926
 LC0926  NGVD 29 (??/??/92)  223.802  (m)          734.26   (f) ADJ UNCH    2 0
 LC0926
 LC0926.Superseded values are not recommended for survey control.
 LC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0926.See file dsdata.txt to determine how the superseded data were derived.
 LC0926
 LC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK051994(NAD 83)
 LC0926_MARKER: DB = BENCH MARK DISK
 LC0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0926_STAMPING: C 199 1959
 LC0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0926+STABILITY: SURFACE MOTION
 LC0926
 LC0926  HISTORY     - Date     Condition        Report By
 LC0926  HISTORY     - 1959     MONUMENTED       CGS
 LC0926  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC0926
 LC0926                          STATION DESCRIPTION
 LC0926
 LC0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0926'1.7 MI SE FROM DEER CREEK.
 LC0926'ABOUT 0.2 MILES EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LC0926'DEER CREEK, THENCE 0.1 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 LC0926'0.2 MILE SOUTH ALONG U.S. HIGHWAY 150, THENCE 1.2 MILES EAST
 LC0926'ALONG A GRAVEL ROAD, AT THE OUTSIDE OF A CURVE IN THE ROAD WITH
 LC0926'TANGENTS TO THE SOUTH AND WEST, AT THE JUNCTION OF DRIVEWAY EAST
 LC0926'TO A FARM HOUSE, 20 FEET NORTH OF THE CENTER LINE OF THE
 LC0926'DRIVEWAY, 14 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD
 LC0926'WEST, 15 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH,
 LC0926'38 FEET NORTHEAST OF THE CENTER LINE OF THE JUNCTION, 2 FEET
 LC0926'SOUTHWEST OF A FENCE CORNER, 12 FEET NORTH OF POWER POLE NUMBER
 LC0926'178, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 LC0926'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0926'PROJECTING 3 INCHES.
 LC0926
 LC0926                          STATION RECOVERY (1998)
 LC0926
 LC0926'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0926'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3246 ***********************************************************************
 ME3246  DESIGNATION -  C 2
 ME3246  PID         -  ME3246
 ME3246  STATE/COUNTY-  IL/COOK
 ME3246  USGS QUAD   -  CHICAGO LOOP (1997)
 ME3246
 ME3246                         *CURRENT SURVEY CONTROL
 ME3246  ___________________________________________________________________
 ME3246* NAD 83(1997)-  41 54 24.61854(N)    087 37 30.79300(W)     ADJUSTED  
 ME3246* NAVD 88     -       179.0    (meters)     587.     (feet)  VERTCON   
 ME3246  ___________________________________________________________________
 ME3246  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ME3246  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME3246
 ME3246  HORZ ORDER  -  SECOND
 ME3246
 ME3246.The horizontal coordinates were established by classical geodetic methods
 ME3246.and adjusted by the National Geodetic Survey in October 1999..
 ME3246
 ME3246.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3246
 ME3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3246
 ME3246.The geoid height was determined by GEOID03.
 ME3246
 ME3246;                    North         East     Units Scale Factor Converg.
 ME3246;SPC IL E     -   581,997.695   358,751.896   MT  1.00001746   +0 28 22.7
 ME3246;SPC IL E     - 1,909,437.44  1,177,005.18   sFT  1.00001746   +0 28 22.7
 ME3246;UTM  16      - 4,639,621.667   448,145.174   MT  0.99963309   -0 25 03.4
 ME3246
 ME3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3246!SPC IL E     -   0.99997719  x   1.00001746  =   0.99999465
 ME3246!UTM  16      -   0.99997719  x   0.99963309  =   0.99961029
 ME3246
 ME3246:                Primary Azimuth Mark                     Grid Az
 ME3246:SPC IL E     -  CRIB LIGHT 1 C                           025 20 14.3
 ME3246:UTM  16      -  CRIB LIGHT 1 C                           026 13 40.4
 ME3246
 ME3246|---------------------------------------------------------------------|
 ME3246| PID    Reference Object                     Distance      Geod. Az  |
 ME3246|                                                           dddmmss.s |
 ME3246| ME3256 CRIB LIGHT 1 C                      APPROX. 1.0 KM 0254837.0 |
 ME3246| ME3257 CRIB LIGHT 2 C                      APPROX. 1.5 KM 1061909.3 |
 ME3246| ME3240 C 1                                 APPROX. 0.6 KM 3492850.4 |
 ME3246|---------------------------------------------------------------------|
 ME3246
 ME3246                          SUPERSEDED SURVEY CONTROL
 ME3246
 ME3246  NAD 83(1997)-  41 54 24.61875(N)    087 37 30.79345(W) AD(       ) 2
 ME3246  NAD 83(1997)-  41 54 24.62297(N)    087 37 30.80587(W) AD(       ) 2
 ME3246  NAD 83(1986)-  41 54 24.62323(N)    087 37 30.80462(W) AD(       ) 2
 ME3246  NGVD 29 (08/23/90)  179.1    (m)          588.     (f) VERT ANG       
 ME3246
 ME3246.Superseded values are not recommended for survey control.
 ME3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3246.See file dsdata.txt to determine how the superseded data were derived.
 ME3246
 ME3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4814539622(NAD 83)
 ME3246_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3246_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3246+WITH SETTING: PAVEMENT
 ME3246_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3246+STABILITY: SURFACE MOTION
 ME3246
 ME3246  HISTORY     - Date     Condition        Report By
 ME3246  HISTORY     - 1983     MONUMENTED       IL1670
 ME3246
 ME3246                          STATION DESCRIPTION
 ME3246
 ME3246'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3246'THE STATION IS LOCATED ALONG THE EAST SIDE OF THE SOUTH BOUND LANES
 ME3246'OF LAKE SHORE DRIVE, DUE EAST OF BANKS STREET PROJECTED, AT THE
 ME3246'SOUTH END OF AN EMERGENCY PARKING LANE, IN DOWNTOWN CHICAGO.
 ME3246'
 ME3246'TO REACH THE STATION, SEE ABOVE PARAGRAPH.
 ME3246'
 ME3246'THE STATION IS A STANDARD COC DISK STAMPED---C2 1983---CEMENTED IN
 ME3246'A DRILL HOLE IN THE CONCRETE EMERGENCY PARKING LANE.  IT IS 3.3 M
 ME3246'(10.8 FT) NORTH OF A LIGHT POLE AND 1.85 M (6.1 FT) WEST OF THE
 ME3246'WEST EDGE OF THE NORTH BOUND LANES OF LAKE SHORE DRIVE.
 ME3246'
 ME3246'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0439 ***********************************************************************
 LC0439  DESIGNATION -  C 200
 LC0439  PID         -  LC0439
 LC0439  STATE/COUNTY-  IL/MCLEAN
 LC0439  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0439
 LC0439                         *CURRENT SURVEY CONTROL
 LC0439  ___________________________________________________________________
 LC0439* NAD 83(1986)-  40 26 00.     (N)    088 58 32.     (W)     SCALED    
 LC0439* NAVD 88     -       253.453  (meters)     831.54   (feet)  ADJUSTED  
 LC0439  ___________________________________________________________________
 LC0439  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0439  DYNAMIC HT  -         253.333 (meters)     831.14  (feet)  COMP
 LC0439  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 LC0439
 LC0439  VERT ORDER  -  SECOND    CLASS 0
 LC0439
 LC0439.The horizontal coordinates were scaled from a topographic map and have
 LC0439.an estimated accuracy of +/- 6 seconds.
 LC0439
 LC0439.The orthometric height was determined by differential leveling
 LC0439.and adjusted by the National Geodetic Survey in June 1991..
 LC0439
 LC0439.The geoid height was determined by GEOID03.
 LC0439
 LC0439.The dynamic height is computed by dividing the NAVD 88
 LC0439.geopotential number by the normal gravity value computed on the
 LC0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0439.degrees latitude (g = 980.6199 gals.).
 LC0439
 LC0439.The modeled gravity was interpolated from observed gravity values.
 LC0439
 LC0439;                    North         East    Units  Estimated Accuracy
 LC0439;SPC IL E     -   418,310.      245,510.      MT  (+/- 180 meters Scaled)
 LC0439
 LC0439                          SUPERSEDED SURVEY CONTROL
 LC0439
 LC0439  NGVD 29 (??/??/92)  253.513  (m)          831.73   (f) ADJ UNCH    2 0
 LC0439
 LC0439.Superseded values are not recommended for survey control.
 LC0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0439.See file dsdata.txt to determine how the superseded data were derived.
 LC0439
 LC0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK324777(NAD 83)
 LC0439_MARKER: DB = BENCH MARK DISK
 LC0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0439_STAMPING: C 200 1959
 LC0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0439+STABILITY: SURFACE MOTION
 LC0439
 LC0439  HISTORY     - Date     Condition        Report By
 LC0439  HISTORY     - 1959     MONUMENTED       CGS
 LC0439  HISTORY     - 1969     GOOD             NGS
 LC0439
 LC0439                          STATION DESCRIPTION
 LC0439
 LC0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0439'4.6 MI S FROM BLOOMINGTON.
 LC0439'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0439'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 3.55 MILES SOUTH ALONG
 LC0439'THE ILLINOIS CENTRAL RAILROAD, THENCE 0.1 MILE EAST ALONG A
 LC0439'PAVED ROAD, THENCE 0.25 MILE NORTH ALONG A PAVED ROAD, 350 FEET
 LC0439'SOUTH OF THE NORTH END OF THE ROAD, 18 FEET EAST OF THE CENTER LINE
 LC0439'OF THE ROAD, 14 FEET NORTH OF THE CENTER OF A GATE, 1 FOOT WEST OF
 LC0439'A FENCE, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LC0439'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 LC0439'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 22, T23N, R2E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0273 ***********************************************************************
 LC0273  DESIGNATION -  C 201
 LC0273  PID         -  LC0273
 LC0273  STATE/COUNTY-  IL/CHAMPAIGN
 LC0273  USGS QUAD   -  RANTOUL (1984)
 LC0273
 LC0273                         *CURRENT SURVEY CONTROL
 LC0273  ___________________________________________________________________
 LC0273* NAD 83(1986)-  40 19 09.     (N)    088 10 29.     (W)     SCALED    
 LC0273* NAVD 88     -       225.053  (meters)     738.36   (feet)  ADJUSTED  
 LC0273  ___________________________________________________________________
 LC0273  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0273  DYNAMIC HT  -         224.941 (meters)     737.99  (feet)  COMP
 LC0273  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 LC0273
 LC0273  VERT ORDER  -  SECOND    CLASS 0
 LC0273
 LC0273.The horizontal coordinates were scaled from a topographic map and have
 LC0273.an estimated accuracy of +/- 6 seconds.
 LC0273
 LC0273.The orthometric height was determined by differential leveling
 LC0273.and adjusted by the National Geodetic Survey in June 1991..
 LC0273
 LC0273.The geoid height was determined by GEOID03.
 LC0273
 LC0273.The dynamic height is computed by dividing the NAVD 88
 LC0273.geopotential number by the normal gravity value computed on the
 LC0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0273.degrees latitude (g = 980.6199 gals.).
 LC0273
 LC0273.The modeled gravity was interpolated from observed gravity values.
 LC0273
 LC0273;                    North         East    Units  Estimated Accuracy
 LC0273;SPC IL E     -   405,450.      313,480.      MT  (+/- 180 meters Scaled)
 LC0273
 LC0273                          SUPERSEDED SURVEY CONTROL
 LC0273
 LC0273  NGVD 29 (??/??/92)  225.100  (m)          738.52   (f) ADJ UNCH    2 0
 LC0273
 LC0273.Superseded values are not recommended for survey control.
 LC0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0273.See file dsdata.txt to determine how the superseded data were derived.
 LC0273
 LC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK001638(NAD 83)
 LC0273_MARKER: DB = BENCH MARK DISK
 LC0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0273_STAMPING: C 201 1959
 LC0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0273+STABILITY: SURFACE MOTION
 LC0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0273+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 LC0273
 LC0273  HISTORY     - Date     Condition        Report By
 LC0273  HISTORY     - 1959     MONUMENTED       CGS
 LC0273  HISTORY     - 1973     GOOD             NGS
 LC0273  HISTORY     - 20010509 GOOD             BCA
 LC0273  HISTORY     - 20051207 GOOD             ILDT
 LC0273
 LC0273                          STATION DESCRIPTION
 LC0273
 LC0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0273'1.7 MI NW FROM RANTOUL.
 LC0273'ABOUT 0.95 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0273'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 0.75 MILES NORTH ALONG
 LC0273'AN OILED ROAD, AT THE JUNCTION OF GRAVEL ROAD EAST, 27 FEET WEST
 LC0273'OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET NORTH OF THE EXTENDED
 LC0273'CENTER LINE OF THE ROAD EAST, 28 FEET WEST-NORTHWEST OF THE
 LC0273'CENTER OF THE JUNCTION, 1 1/2 FEET EAST OF A FENCE, 4 FEET SOUTH
 LC0273'OF A POWER POLE, 8 FEET NORTH OF A FENCE CORNER, 2 FEET
 LC0273'SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 LC0273'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC0273
 LC0273                          STATION RECOVERY (1973)
 LC0273
 LC0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0273'RECOVERED IN GOOD CONDITION.
 LC0273
 LC0273                          STATION RECOVERY (2001)
 LC0273
 LC0273'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 LC0273'STATION IS 25.0 FT WEST OF THE CENTERLINE OF CR 1500E, 4.8 FT NORTH OF
 LC0273'THE CENTERLINE OF CR 3050N, 3.7 FT SOUTH OF A UTIL POLE, 8.0 FT
 LC0273'NORTHEAST OF THE EAST END OF A 4 FT WOVEN WIRE FENCE LINE.
 LC0273
 LC0273                          STATION RECOVERY (2005)
 LC0273
 LC0273'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0273'RAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0083 ***********************************************************************
 LC0083  DESIGNATION -  C 202
 LC0083  PID         -  LC0083
 LC0083  STATE/COUNTY-  IL/IROQUOIS
 LC0083  USGS QUAD   -  ONARGA WEST (1986)
 LC0083
 LC0083                         *CURRENT SURVEY CONTROL
 LC0083  ___________________________________________________________________
 LC0083* NAD 83(1986)-  40 38 11.     (N)    088 01 32.     (W)     SCALED    
 LC0083* NAVD 88     -       205.050  (meters)     672.73   (feet)  ADJUSTED  
 LC0083  ___________________________________________________________________
 LC0083  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC0083  DYNAMIC HT  -         204.956 (meters)     672.43  (feet)  COMP
 LC0083  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 LC0083
 LC0083  VERT ORDER  -  SECOND    CLASS 0
 LC0083
 LC0083.The horizontal coordinates were scaled from a topographic map and have
 LC0083.an estimated accuracy of +/- 6 seconds.
 LC0083
 LC0083.The orthometric height was determined by differential leveling
 LC0083.and adjusted by the National Geodetic Survey in June 1991..
 LC0083
 LC0083.The geoid height was determined by GEOID03.
 LC0083
 LC0083.The dynamic height is computed by dividing the NAVD 88
 LC0083.geopotential number by the normal gravity value computed on the
 LC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0083.degrees latitude (g = 980.6199 gals.).
 LC0083
 LC0083.The modeled gravity was interpolated from observed gravity values.
 LC0083
 LC0083;                    North         East    Units  Estimated Accuracy
 LC0083;SPC IL E     -   440,710.      326,040.      MT  (+/- 180 meters Scaled)
 LC0083
 LC0083                          SUPERSEDED SURVEY CONTROL
 LC0083
 LC0083  NGVD 29 (??/??/92)  205.117  (m)          672.95   (f) ADJ UNCH    2 0
 LC0083
 LC0083.Superseded values are not recommended for survey control.
 LC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0083.See file dsdata.txt to determine how the superseded data were derived.
 LC0083
 LC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK132989(NAD 83)
 LC0083_MARKER: DB = BENCH MARK DISK
 LC0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0083_STAMPING: C 202 1959
 LC0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0083+STABILITY: SURFACE MOTION
 LC0083
 LC0083  HISTORY     - Date     Condition        Report By
 LC0083  HISTORY     - 1959     MONUMENTED       CGS
 LC0083
 LC0083                          STATION DESCRIPTION
 LC0083
 LC0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0083'2.6 MI NE FROM BUCKLEY.
 LC0083'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0083'OFFICE AT BUCKLEY, THENCE 0.25 MILES NORTH ALONG A GRAVEL ROAD,
 LC0083'NEAR A FARM HOUSE WEST OF THE ROAD, 22 FEET WEST OF THE CENTER
 LC0083'LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, 5 FEET NORTH OF THE
 LC0083'NORTH END OF A BOARD GATE, 4 FEET NORTH-NORTHEAST OF A FENCE
 LC0083'CORNER, 8 FEET SOUTH OF A TELEPHONE POLE, 272 FEET NORTH OF
 LC0083'THE CENTER LINE OF THE FARM DRIVEWAY, 1.5 FEET NORTH OF A METAL
 LC0083'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LC0083'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2002 ***********************************************************************
 LB2002  DESIGNATION -  C 203
 LB2002  PID         -  LB2002
 LB2002  STATE/COUNTY-  IL/IROQUOIS
 LB2002  USGS QUAD   -  CLIFTON (1986)
 LB2002
 LB2002                         *CURRENT SURVEY CONTROL
 LB2002  ___________________________________________________________________
 LB2002* NAD 83(1986)-  40 57 31.     (N)    087 55 08.     (W)     SCALED    
 LB2002* NAVD 88     -       198.344  (meters)     650.73   (feet)  ADJUSTED  
 LB2002  ___________________________________________________________________
 LB2002  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LB2002  DYNAMIC HT  -         198.261 (meters)     650.46  (feet)  COMP
 LB2002  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 LB2002
 LB2002  VERT ORDER  -  SECOND    CLASS 0
 LB2002
 LB2002.The horizontal coordinates were scaled from a topographic map and have
 LB2002.an estimated accuracy of +/- 6 seconds.
 LB2002
 LB2002.The orthometric height was determined by differential leveling
 LB2002.and adjusted by the National Geodetic Survey in June 1991..
 LB2002
 LB2002.The geoid height was determined by GEOID03.
 LB2002
 LB2002.The dynamic height is computed by dividing the NAVD 88
 LB2002.geopotential number by the normal gravity value computed on the
 LB2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2002.degrees latitude (g = 980.6199 gals.).
 LB2002
 LB2002.The modeled gravity was interpolated from observed gravity values.
 LB2002
 LB2002;                    North         East    Units  Estimated Accuracy
 LB2002;SPC IL E     -   476,530.      334,890.      MT  (+/- 180 meters Scaled)
 LB2002
 LB2002                          SUPERSEDED SURVEY CONTROL
 LB2002
 LB2002  NGVD 29 (??/??/92)  198.426  (m)          651.00   (f) ADJ UNCH    2 0
 LB2002
 LB2002.Superseded values are not recommended for survey control.
 LB2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2002.See file dsdata.txt to determine how the superseded data were derived.
 LB2002
 LB2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL226345(NAD 83)
 LB2002_MARKER: DB = BENCH MARK DISK
 LB2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB2002_STAMPING: C 203 1959
 LB2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2002+STABILITY: SURFACE MOTION
 LB2002
 LB2002  HISTORY     - Date     Condition        Report By
 LB2002  HISTORY     - 1959     MONUMENTED       CGS
 LB2002  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LB2002
 LB2002                          STATION DESCRIPTION
 LB2002
 LB2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB2002'2.1 MI N FROM CLIFTON.
 LB2002'ABOUT 0.95 MILES NORTHWEST ALONG U.S. HIGHWAY 45 (BUSINESS ROUTE)
 LB2002'FROM THE POST OFFICE AT CLIFTON, THENCE 1.15 MILES NORTH ALONG
 LB2002'U.S. HIGHWAY 45, AT THE JUNCTION OF AN EAST-WEST CROSS ROAD, 180
 LB2002'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF
 LB2002'THE CENTER LINE OF THE ROAD EAST, 1 FOOT NORTHWEST OF A FENCE,
 LB2002'2 FEET WEST-SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTHWEST OF A
 LB2002'TELEPHONE POLE, 2.2 FEET NORTH OF A METAL WITNESS POST, ABOUT
 LB2002'LEVEL WITH THE ROAD EAST AND SET IN THE TOP OF A CONCRETE POST
 LB2002'PROJECTING 1 INCH.
 LB2002
 LB2002                          STATION RECOVERY (1984)
 LB2002
 LB2002'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LB2002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2003 ***********************************************************************
 LB2003  DESIGNATION -  C 203 RESET
 LB2003  PID         -  LB2003
 LB2003  STATE/COUNTY-  IL/IROQUOIS
 LB2003  USGS QUAD   -  CLIFTON (1986)
 LB2003
 LB2003                         *CURRENT SURVEY CONTROL
 LB2003  ___________________________________________________________________
 LB2003* NAD 83(1986)-  40 57 31.     (N)    087 55 10.     (W)     SCALED    
 LB2003* NAVD 88     -       198.04   (meters)     649.7    (feet)  RESET     
 LB2003  ___________________________________________________________________
 LB2003  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LB2003
 LB2003  VERT ORDER  -  THIRD
 LB2003
 LB2003.The horizontal coordinates were scaled from a topographic map and have
 LB2003.an estimated accuracy of +/- 6 seconds.
 LB2003
 LB2003.The orthometric height was computed from unverified reset data.
 LB2003.No vertical observational check was made to the station.
 LB2003
 LB2003.The geoid height was determined by GEOID03.
 LB2003
 LB2003;                    North         East    Units  Estimated Accuracy
 LB2003;SPC IL E     -   476,530.      334,840.      MT  (+/- 180 meters Scaled)
 LB2003
 LB2003                          SUPERSEDED SURVEY CONTROL
 LB2003
 LB2003  NGVD 29 (??/??/??)  198.12   (m)          650.0    (f) RESET       3  
 LB2003
 LB2003.Superseded values are not recommended for survey control.
 LB2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2003.See file dsdata.txt to determine how the superseded data were derived.
 LB2003
 LB2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL226345(NAD 83)
 LB2003_MARKER: DB = BENCH MARK DISK
 LB2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB2003_STAMPING: C 203 RESET 1965
 LB2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2003+STABILITY: SURFACE MOTION
 LB2003
 LB2003  HISTORY     - Date     Condition        Report By
 LB2003  HISTORY     - 1965     MONUMENTED       ILDPW
 LB2003
 LB2003                          STATION DESCRIPTION
 LB2003
 LB2003'DESCRIBED BY ILLINOIS DEPARTMENT OF PUBLIC WORKS 1965
 LB2003'2.1 MI N FROM CLIFTON.
 LB2003'ABOUT 0.95 MILES NORTHWEST ALONG U.S. HIGHWAY 45 (BUSINESS ROUTE)
 LB2003'FROM THE POST OFFICE AT CLIFTON, THENCE 1.15 MILES NORTH ALONG
 LB2003'U.S. HWY. 45, AT THE JUNCTION OF AN EAST-WEST OVERHEAD STRUCTURE,
 LB2003'166.4 FEET EAST OF THE CENTERLINE OF THE EXISTING ROUTE 45 (THE
 LB2003'PROPOSED SOUTH-BOUND-LANE OF INTERSTATE ROUTE 57), 61.2 FEET NORTH
 LB2003'OF THE CENTERLINE OF THE OVERHEAD ROAD EAST, 3.3 FEET SOUTH OF A
 LB2003'METAL WITNESS POST, 3.15 FEET NORTHEAST OF A POWER POLE, SET IN
 LB2003'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0617 ***********************************************************************
 LC0617  DESIGNATION -  C 204 RESET 1961
 LC0617  PID         -  LC0617
 LC0617  STATE/COUNTY-  IL/PIATT
 LC0617  USGS QUAD   -  MANSFIELD (1979)
 LC0617
 LC0617                         *CURRENT SURVEY CONTROL
 LC0617  ___________________________________________________________________
 LC0617* NAD 83(1986)-  40 13 23.     (N)    088 31 45.     (W)     SCALED    
 LC0617* NAVD 88     -       222.70   (meters)     730.6    (feet)  RESET     
 LC0617  ___________________________________________________________________
 LC0617  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LC0617
 LC0617  VERT ORDER  -  THIRD
 LC0617
 LC0617.The horizontal coordinates were scaled from a topographic map and have
 LC0617.an estimated accuracy of +/- 6 seconds.
 LC0617
 LC0617.The orthometric height was computed from unverified reset data.
 LC0617.No vertical observational check was made to the station.
 LC0617
 LC0617.The geoid height was determined by GEOID03.
 LC0617
 LC0617;                    North         East    Units  Estimated Accuracy
 LC0617;SPC IL E     -   394,790.      283,330.      MT  (+/- 180 meters Scaled)
 LC0617
 LC0617                          SUPERSEDED SURVEY CONTROL
 LC0617
 LC0617  NGVD 29 (??/??/??)  222.74   (m)          730.8    (f) RESET       3  
 LC0617
 LC0617.Superseded values are not recommended for survey control.
 LC0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0617.See file dsdata.txt to determine how the superseded data were derived.
 LC0617
 LC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK698536(NAD 83)
 LC0617_MARKER: DD = SURVEY DISK
 LC0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0617_STAMPING: C 204 1959 RESET 1961
 LC0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0617+STABILITY: SURFACE MOTION
 LC0617
 LC0617  HISTORY     - Date     Condition        Report By
 LC0617  HISTORY     - 1961     MONUMENTED       CGS
 LC0617
 LC0617                          STATION DESCRIPTION
 LC0617
 LC0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0617'1.4 MI NW FROM MANSFIELD.
 LC0617'ABOUT 0.45 MILES WEST ALONG THE NEW YORK CENTRAL RAIL ROAD FROM THE
 LC0617'STATION IN MANSFIELD, THENCE 0.55 MILES NORTH ALONG A GRAVEL ROAD
 LC0617'THENCE 0.45 MILES WEST ALONG A GRAVEL ROAD, AT A FENCE CORNER
 LC0617'SOUTH OF THE ROAD, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LC0617'1 FOOT NORTH OF THE FENCE, 9 FEET WEST OF THE FENCE CORNER, 48 FEET
 LC0617'WEST OF A POWER POLE, 2.9 FEET EAST-NORTHEAST OF A METAL WITNESS
 LC0617'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 LC0617'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0369 ***********************************************************************
 LC0369  DESIGNATION -  C 205
 LC0369  PID         -  LC0369
 LC0369  STATE/COUNTY-  IL/CHAMPAIGN
 LC0369  USGS QUAD   -  BONDVILLE (1975)
 LC0369
 LC0369                         *CURRENT SURVEY CONTROL
 LC0369  ___________________________________________________________________
 LC0369* NAD 83(1986)-  40 00 37.     (N)    088 15 31.     (W)     SCALED    
 LC0369* NAVD 88     -       226.688  (meters)     743.73   (feet)  ADJUSTED  
 LC0369  ___________________________________________________________________
 LC0369  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0369  DYNAMIC HT  -         226.573 (meters)     743.35  (feet)  COMP
 LC0369  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LC0369
 LC0369  VERT ORDER  -  SECOND    CLASS 0
 LC0369
 LC0369.The horizontal coordinates were scaled from a topographic map and have
 LC0369.an estimated accuracy of +/- 6 seconds.
 LC0369
 LC0369.The orthometric height was determined by differential leveling
 LC0369.and adjusted by the National Geodetic Survey in June 1991..
 LC0369
 LC0369.The geoid height was determined by GEOID03.
 LC0369
 LC0369.The dynamic height is computed by dividing the NAVD 88
 LC0369.geopotential number by the normal gravity value computed on the
 LC0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0369.degrees latitude (g = 980.6199 gals.).
 LC0369
 LC0369.The modeled gravity was interpolated from observed gravity values.
 LC0369
 LC0369;                    North         East    Units  Estimated Accuracy
 LC0369;SPC IL E     -   371,140.      306,380.      MT  (+/- 180 meters Scaled)
 LC0369
 LC0369                          SUPERSEDED SURVEY CONTROL
 LC0369
 LC0369  NGVD 29 (??/??/92)  226.733  (m)          743.87   (f) ADJ UNCH    2 0
 LC0369
 LC0369.Superseded values are not recommended for survey control.
 LC0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0369.See file dsdata.txt to determine how the superseded data were derived.
 LC0369
 LC0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK925296(NAD 83)
 LC0369_MARKER: DB = BENCH MARK DISK
 LC0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0369_STAMPING: C 205 1959
 LC0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0369+STABILITY: SURFACE MOTION
 LC0369
 LC0369  HISTORY     - Date     Condition        Report By
 LC0369  HISTORY     - 1959     MONUMENTED       CGS
 LC0369  HISTORY     - 1973     GOOD             NGS
 LC0369  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 LC0369
 LC0369                          STATION DESCRIPTION
 LC0369
 LC0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0369'2 MI N FROM TOLONA.
 LC0369'ABOUT 2.05 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0369'WITH THE WABASH RAILROAD IN TOLONA, AT THE JUNCTION OF AN ASPHALT
 LC0369'ROAD EAST AND A GRAVEL ROAD WEST, 63 FEET WEST OF THE CENTER
 LC0369'LINE OF THE HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF THE
 LC0369'GRAVEL ROAD WEST, 33 FEET WEST OF A FENCE CORNER AND A POWER POLE,
 LC0369'44.5 FEET WEST OF THE NORTH END OF A CONCRETE PIPE CULVERT, 1 FOOT
 LC0369'SOUTH OF A FENCE, 2.1 FEET WEST OF A METAL WITNESS POST, ABOUT
 LC0369'LEVEL WITH THE ROAD JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 LC0369'PROJECTING 3 INCHES.
 LC0369
 LC0369                          STATION RECOVERY (1973)
 LC0369
 LC0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0369'RECOVERED IN GOOD CONDITION.
 LC0369
 LC0369                          STATION RECOVERY (2005)
 LC0369
 LC0369'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0122 ***********************************************************************
 KB0122  DESIGNATION -  C 206
 KB0122  PID         -  KB0122
 KB0122  STATE/COUNTY-  IL/DOUGLAS
 KB0122  USGS QUAD   -  ARCOLA (1983)
 KB0122
 KB0122                         *CURRENT SURVEY CONTROL
 KB0122  ___________________________________________________________________
 KB0122* NAD 83(1986)-  39 39 10.     (N)    088 17 50.     (W)     SCALED    
 KB0122* NAVD 88     -       205.388  (meters)     673.84   (feet)  ADJUSTED  
 KB0122  ___________________________________________________________________
 KB0122  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0122  DYNAMIC HT  -         205.275 (meters)     673.47  (feet)  COMP
 KB0122  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 KB0122
 KB0122  VERT ORDER  -  SECOND    CLASS 0
 KB0122
 KB0122.The horizontal coordinates were scaled from a topographic map and have
 KB0122.an estimated accuracy of +/- 6 seconds.
 KB0122
 KB0122.The orthometric height was determined by differential leveling
 KB0122.and adjusted by the National Geodetic Survey in June 1991..
 KB0122
 KB0122.The geoid height was determined by GEOID03.
 KB0122
 KB0122.The dynamic height is computed by dividing the NAVD 88
 KB0122.geopotential number by the normal gravity value computed on the
 KB0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0122.degrees latitude (g = 980.6199 gals.).
 KB0122
 KB0122.The modeled gravity was interpolated from observed gravity values.
 KB0122
 KB0122;                    North         East    Units  Estimated Accuracy
 KB0122;SPC IL E     -   331,450.      303,100.      MT  (+/- 180 meters Scaled)
 KB0122
 KB0122                          SUPERSEDED SURVEY CONTROL
 KB0122
 KB0122  NGVD 29 (??/??/92)  205.463  (m)          674.09   (f) ADJ UNCH    2 0
 KB0122
 KB0122.Superseded values are not recommended for survey control.
 KB0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0122.See file dsdata.txt to determine how the superseded data were derived.
 KB0122
 KB0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ887900(NAD 83)
 KB0122_MARKER: DB = BENCH MARK DISK
 KB0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0122_STAMPING: C 206 1959
 KB0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0122+STABILITY: SURFACE MOTION
 KB0122
 KB0122  HISTORY     - Date     Condition        Report By
 KB0122  HISTORY     - 1959     MONUMENTED       CGS
 KB0122  HISTORY     - 1973     MARK NOT FOUND   ILHD
 KB0122
 KB0122                          STATION DESCRIPTION
 KB0122
 KB0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0122'2.7 MI S FROM ARCOLA.
 KB0122'ABOUT 0.4 MILES EAST ALONG STATE HIGHWAY 133 FROM ITS JUNCTION
 KB0122'WITH U.S. HIGHWAY 45 IN ARCOLA, THENCE 2.0 MILES SOUTH ALONG AN
 KB0122'ASPHALT ROAD, THENCE 0.3 MILES EAST ALONG AN ASPHALT ROAD, 21
 KB0122'FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET EAST-SOUTHEAST
 KB0122'OF THE FIFTH POWER POLE EAST OF THE JUNCTION, 2.3 FEET WEST OF
 KB0122'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 KB0122'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0122
 KB0122                          STATION RECOVERY (1973)
 KB0122
 KB0122'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1581 ***********************************************************************
 ME1581  DESIGNATION -  C 207
 ME1581  PID         -  ME1581
 ME1581  STATE/COUNTY-  IL/WILL
 ME1581  USGS QUAD   -  FRANKFORT (1990)
 ME1581
 ME1581                         *CURRENT SURVEY CONTROL
 ME1581  ___________________________________________________________________
 ME1581* NAD 83(1986)-  41 24 07.     (N)    087 46 00.     (W)     SCALED    
 ME1581* NAVD 88     -       233.980  (meters)     767.65   (feet)  ADJUSTED  
 ME1581  ___________________________________________________________________
 ME1581  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 ME1581  DYNAMIC HT  -         233.885 (meters)     767.34  (feet)  COMP
 ME1581  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 ME1581
 ME1581  VERT ORDER  -  SECOND    CLASS 0
 ME1581
 ME1581.The horizontal coordinates were scaled from a topographic map and have
 ME1581.an estimated accuracy of +/- 6 seconds.
 ME1581
 ME1581.The orthometric height was determined by differential leveling
 ME1581.and adjusted by the National Geodetic Survey in June 1991..
 ME1581
 ME1581.The geoid height was determined by GEOID03.
 ME1581
 ME1581.The dynamic height is computed by dividing the NAVD 88
 ME1581.geopotential number by the normal gravity value computed on the
 ME1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1581.degrees latitude (g = 980.6199 gals.).
 ME1581
 ME1581.The modeled gravity was interpolated from observed gravity values.
 ME1581
 ME1581;                    North         East    Units  Estimated Accuracy
 ME1581;SPC IL E     -   525,840.      347,390.      MT  (+/- 180 meters Scaled)
 ME1581
 ME1581                          SUPERSEDED SURVEY CONTROL
 ME1581
 ME1581  NGVD 29 (??/??/92)  234.066  (m)          767.93   (f) ADJ UNCH    2 0
 ME1581
 ME1581.Superseded values are not recommended for survey control.
 ME1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1581.See file dsdata.txt to determine how the superseded data were derived.
 ME1581
 ME1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL359836(NAD 83)
 ME1581_MARKER: DB = BENCH MARK DISK
 ME1581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1581_STAMPING: C 207 1959
 ME1581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1581+STABILITY: SURFACE MOTION
 ME1581
 ME1581  HISTORY     - Date     Condition        Report By
 ME1581  HISTORY     - 1959     MONUMENTED       CGS
 ME1581  HISTORY     - 1967     GOOD             NGS
 ME1581  HISTORY     - 19880703 MARK NOT FOUND   USGS
 ME1581
 ME1581                          STATION DESCRIPTION
 ME1581
 ME1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1581'2.2 MI SW FROM MONEE.
 ME1581'ABOUT 0.5 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1581'WITH WEST MAIN STREET IN MONEE, THENCE 1.0 MILES WEST ALONG A
 ME1581'GRAVEL ROAD, THENCE 0.7 MILES SOUTH ALONG A DIRT ROAD, ABOUT
 ME1581'0.1 MILE NORTH OF A SMALL CONCRETE CULVERT WITH A HEADWALL, 24
 ME1581'FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A
 ME1581'FENCE, 129 FEET SOUTH OF THE SOUTH TREE OF A LINE OF TREES IN
 ME1581'THE FENCE LINE WEST OF THE ROAD, 2.0 FEET NORTH OF A METAL
 ME1581'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD AND
 ME1581'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 ME1581
 ME1581                          STATION RECOVERY (1967)
 ME1581
 ME1581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1581'RECOVERED IN GOOD CONDITION.
 ME1581
 ME1581                          STATION RECOVERY (1988)
 ME1581
 ME1581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (LCR)
 ME1581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0153 ***********************************************************************
 KB0153  DESIGNATION -  C 208
 KB0153  PID         -  KB0153
 KB0153  STATE/COUNTY-  IL/COLES
 KB0153  USGS QUAD   -  HUMBOLDT (1983)
 KB0153
 KB0153                         *CURRENT SURVEY CONTROL
 KB0153  ___________________________________________________________________
 KB0153* NAD 83(1986)-  39 32 48.     (N)    088 19 22.     (W)     SCALED    
 KB0153* NAVD 88     -       209.379  (meters)     686.94   (feet)  ADJUSTED  
 KB0153  ___________________________________________________________________
 KB0153  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0153  DYNAMIC HT  -         209.260 (meters)     686.55  (feet)  COMP
 KB0153  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 KB0153
 KB0153  VERT ORDER  -  SECOND    CLASS 0
 KB0153
 KB0153.The horizontal coordinates were scaled from a topographic map and have
 KB0153.an estimated accuracy of +/- 6 seconds.
 KB0153
 KB0153.The orthometric height was determined by differential leveling
 KB0153.and adjusted by the National Geodetic Survey in June 1991..
 KB0153
 KB0153.The geoid height was determined by GEOID03.
 KB0153
 KB0153.The dynamic height is computed by dividing the NAVD 88
 KB0153.geopotential number by the normal gravity value computed on the
 KB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0153.degrees latitude (g = 980.6199 gals.).
 KB0153
 KB0153.The modeled gravity was interpolated from observed gravity values.
 KB0153
 KB0153;                    North         East    Units  Estimated Accuracy
 KB0153;SPC IL E     -   319,670.      300,910.      MT  (+/- 180 meters Scaled)
 KB0153
 KB0153                          SUPERSEDED SURVEY CONTROL
 KB0153
 KB0153  NGVD 29 (??/??/92)  209.444  (m)          687.15   (f) ADJ UNCH    2 0
 KB0153
 KB0153.Superseded values are not recommended for survey control.
 KB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0153.See file dsdata.txt to determine how the superseded data were derived.
 KB0153
 KB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ863782(NAD 83)
 KB0153_MARKER: DB = BENCH MARK DISK
 KB0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0153_STAMPING: C 208 1959
 KB0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0153+STABILITY: SURFACE MOTION
 KB0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0153+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 KB0153
 KB0153  HISTORY     - Date     Condition        Report By
 KB0153  HISTORY     - 1959     MONUMENTED       CGS
 KB0153  HISTORY     - 1973     GOOD             ILHD
 KB0153  HISTORY     - 1979     GOOD             ILDT
 KB0153  HISTORY     - 20050225 GOOD             ILDT
 KB0153
 KB0153                          STATION DESCRIPTION
 KB0153
 KB0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0153'1.4 MI E FROM DORANS.
 KB0153'ABOUT 1.15 MILES EAST ALONG A CONCRETE PAVED ROAD FROM ITS
 KB0153'JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD AT DORANS, THENCE
 KB0153'0.25 MILE SOUTH ALONG AN ASPHALT ROAD, AT A FENCE CORNER EAST OF
 KB0153'THE ROAD, 22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 KB0153'WEST OF A FENCE, 4 1/2 FEET NORTH OF A FENCE CORNER, 166 FEET
 KB0153'SOUTH OF THE EXTENDED CENTER LINE OF THE SOUTH ONE OF TWO DRIVES
 KB0153'WEST TO THE FARM HOUSE, 7 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTH
 KB0153'END OF A CORRUGATED PIPE CULVERT, 5 1/2 FEET NORTH-NORTHEAST OF
 KB0153'THE NORTH END OF ANOTHER CORRUGATED PIPE CULVERT, 2.6 FEET SOUTH
 KB0153'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 KB0153'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0153
 KB0153                          STATION RECOVERY (1973)
 KB0153
 KB0153'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0153'RECOVERED IN GOOD CONDITION.
 KB0153
 KB0153                          STATION RECOVERY (1979)
 KB0153
 KB0153'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 KB0153'RECOVERED IN GOOD CONDITION.
 KB0153
 KB0153                          STATION RECOVERY (2005)
 KB0153
 KB0153'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0153'7' NORTH OF A POWER POLE WITH GUY WIRE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0334 ***********************************************************************
 KB0334  DESIGNATION -  C 209
 KB0334  PID         -  KB0334
 KB0334  STATE/COUNTY-  IL/SHELBY
 KB0334  USGS QUAD   -  NEOGA (1984)
 KB0334
 KB0334                         *CURRENT SURVEY CONTROL
 KB0334  ___________________________________________________________________
 KB0334* NAD 83(1986)-  39 15 32.     (N)    088 28 30.     (W)     SCALED    
 KB0334* NAVD 88     -       196.063  (meters)     643.25   (feet)  ADJUSTED  
 KB0334  ___________________________________________________________________
 KB0334  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0334  DYNAMIC HT  -         195.947 (meters)     642.87  (feet)  COMP
 KB0334  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 KB0334
 KB0334  VERT ORDER  -  SECOND    CLASS 0
 KB0334
 KB0334.The horizontal coordinates were scaled from a topographic map and have
 KB0334.an estimated accuracy of +/- 6 seconds.
 KB0334
 KB0334.The orthometric height was determined by differential leveling
 KB0334.and adjusted by the National Geodetic Survey in June 1991..
 KB0334
 KB0334.The geoid height was determined by GEOID03.
 KB0334
 KB0334.The dynamic height is computed by dividing the NAVD 88
 KB0334.geopotential number by the normal gravity value computed on the
 KB0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0334.degrees latitude (g = 980.6199 gals.).
 KB0334
 KB0334.The modeled gravity was interpolated from observed gravity values.
 KB0334
 KB0334;                    North         East    Units  Estimated Accuracy
 KB0334;SPC IL E     -   287,730.      287,770.      MT  (+/- 180 meters Scaled)
 KB0334
 KB0334                          SUPERSEDED SURVEY CONTROL
 KB0334
 KB0334  NGVD 29 (??/??/92)  196.141  (m)          643.51   (f) ADJ UNCH    2 0
 KB0334
 KB0334.Superseded values are not recommended for survey control.
 KB0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0334.See file dsdata.txt to determine how the superseded data were derived.
 KB0334
 KB0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ727465(NAD 83)
 KB0334_MARKER: DB = BENCH MARK DISK
 KB0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0334_STAMPING: C 209 1959
 KB0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0334+STABILITY: SURFACE MOTION
 KB0334
 KB0334  HISTORY     - Date     Condition        Report By
 KB0334  HISTORY     - 1959     MONUMENTED       CGS
 KB0334  HISTORY     - 1973     MARK NOT FOUND   NGS
 KB0334  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0334  HISTORY     - 20041119 MARK NOT FOUND   ILDT
 KB0334
 KB0334                          STATION DESCRIPTION
 KB0334
 KB0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0334'2.6 MI N FROM SIGEL.
 KB0334'ABOUT 2.3 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0334'AT SIGEL, THENCE 0.3 MILE EAST ALONG AN ASPHALT ROAD, SET IN
 KB0334'THE TOP OF THE NORTH END OF THE EAST RETAINING WALL OF A 6-FOOT
 KB0334'CONCRETE SPILLWAY NORTH OF THE ROAD, 35 FEET NORTH OF THE CENTER
 KB0334'LINE OF THE ROAD, 13 FEET NORTHEAST OF A TELEPHONE POLE AND
 KB0334'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 KB0334
 KB0334                          STATION RECOVERY (1973)
 KB0334
 KB0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0334'MARK NOT FOUND.
 KB0334
 KB0334                          STATION RECOVERY (1982)
 KB0334
 KB0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0334'MARK NOT FOUND.
 KB0334
 KB0334                          STATION RECOVERY (2004)
 KB0334
 KB0334'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0238 ***********************************************************************
 MF0238  DESIGNATION -  C 21
 MF0238  PID         -  MF0238
 MF0238  STATE/COUNTY-  IL/LIVINGSTON
 MF0238  USGS QUAD   -  DWIGHT (1983)
 MF0238
 MF0238                         *CURRENT SURVEY CONTROL
 MF0238  ___________________________________________________________________
 MF0238* NAD 83(1986)-  41 03 56.     (N)    088 25 05.     (W)     SCALED    
 MF0238* NAVD 88     -       198.161  (meters)     650.13   (feet)  ADJUSTED  
 MF0238  ___________________________________________________________________
 MF0238  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 MF0238  DYNAMIC HT  -         198.081 (meters)     649.87  (feet)  COMP
 MF0238  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 MF0238
 MF0238  VERT ORDER  -  SECOND    CLASS 0
 MF0238
 MF0238.The horizontal coordinates were scaled from a topographic map and have
 MF0238.an estimated accuracy of +/- 6 seconds.
 MF0238
 MF0238.The orthometric height was determined by differential leveling
 MF0238.and adjusted by the National Geodetic Survey in June 1991..
 MF0238
 MF0238.The geoid height was determined by GEOID03.
 MF0238
 MF0238.The dynamic height is computed by dividing the NAVD 88
 MF0238.geopotential number by the normal gravity value computed on the
 MF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0238.degrees latitude (g = 980.6199 gals.).
 MF0238
 MF0238.The modeled gravity was interpolated from observed gravity values.
 MF0238
 MF0238;                    North         East    Units  Estimated Accuracy
 MF0238;SPC IL E     -   488,330.      292,880.      MT  (+/- 180 meters Scaled)
 MF0238
 MF0238                          SUPERSEDED SURVEY CONTROL
 MF0238
 MF0238  NGVD 29 (??/??/92)  198.234  (m)          650.37   (f) ADJ UNCH    2 0
 MF0238
 MF0238.Superseded values are not recommended for survey control.
 MF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0238.See file dsdata.txt to determine how the superseded data were derived.
 MF0238
 MF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL808470(NAD 83)
 MF0238_MARKER: DB = BENCH MARK DISK
 MF0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0238_STAMPING: C 21 1934
 MF0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0238+STABILITY: SURFACE MOTION
 MF0238
 MF0238  HISTORY     - Date     Condition        Report By
 MF0238  HISTORY     - 1934     MONUMENTED       CGS
 MF0238
 MF0238                          STATION DESCRIPTION
 MF0238
 MF0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0238'2.2 MI S FROM DWIGHT.
 MF0238'2.2 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE VILLAGE HALL AT
 MF0238'DWIGHT, LIVINGSTON COUNTY, AT A ROAD INTERSECTION, 33 FEET NORTH
 MF0238'OF THE CENTERLINE OF THE CROSS ROAD, 38 FEET WEST OF THE CENTERLINE
 MF0238'OF THE HIGHWAY, 2 FEET EAST OF A RIGHT-OF-WAY FENCE, AND ABOUT
 MF0238'1 1/2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 MF0238'C 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0428 ***********************************************************************
 KB0428  DESIGNATION -  C 210 RESET 1960
 KB0428  PID         -  KB0428
 KB0428  STATE/COUNTY-  IL/CUMBERLAND
 KB0428  USGS QUAD   -  WOODBURY (1985)
 KB0428
 KB0428                         *CURRENT SURVEY CONTROL
 KB0428  ___________________________________________________________________
 KB0428* NAD 83(1986)-  39 11 16.     (N)    088 19 20.     (W)     SCALED    
 KB0428* NAVD 88     -       180.981  (meters)     593.77   (feet)  ADJUSTED  
 KB0428  ___________________________________________________________________
 KB0428  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KB0428  DYNAMIC HT  -         180.874 (meters)     593.42  (feet)  COMP
 KB0428  MODELED GRAV-     980,031.1   (mgal)                       NAVD 88
 KB0428
 KB0428  VERT ORDER  -  SECOND    CLASS 0
 KB0428
 KB0428.The horizontal coordinates were scaled from a topographic map and have
 KB0428.an estimated accuracy of +/- 6 seconds.
 KB0428
 KB0428.The orthometric height was determined by differential leveling
 KB0428.and adjusted by the National Geodetic Survey in June 1991..
 KB0428
 KB0428.The geoid height was determined by GEOID03.
 KB0428
 KB0428.The dynamic height is computed by dividing the NAVD 88
 KB0428.geopotential number by the normal gravity value computed on the
 KB0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0428.degrees latitude (g = 980.6199 gals.).
 KB0428
 KB0428.The modeled gravity was interpolated from observed gravity values.
 KB0428
 KB0428;                    North         East    Units  Estimated Accuracy
 KB0428;SPC IL E     -   279,820.      300,960.      MT  (+/- 180 meters Scaled)
 KB0428
 KB0428                          SUPERSEDED SURVEY CONTROL
 KB0428
 KB0428  NGVD 29 (??/??/92)  181.052  (m)          594.00   (f) ADJ UNCH    2 0
 KB0428
 KB0428.Superseded values are not recommended for survey control.
 KB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0428.See file dsdata.txt to determine how the superseded data were derived.
 KB0428
 KB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ858384(NAD 83)
 KB0428_MARKER: DB = BENCH MARK DISK
 KB0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0428_STAMPING: C 210 1959 RESET 1960
 KB0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0428+STABILITY: SURFACE MOTION
 KB0428
 KB0428  HISTORY     - Date     Condition        Report By
 KB0428  HISTORY     - 1960     MONUMENTED       CGS
 KB0428  HISTORY     - 1973     GOOD             NGS
 KB0428  HISTORY     - 20050217 POOR             ILDT
 KB0428
 KB0428                          STATION DESCRIPTION
 KB0428
 KB0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0428'3.5 MI NE FROM MONTROSE.
 KB0428'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST
 KB0428'OFFICE AT MONTROSE, AT THE JUNCTION OF A NORTH-SOUTH CROSS ROAD,
 KB0428'138 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 166 1/2
 KB0428'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 40 1/2 FEET
 KB0428'NORTH OF THE NORTH RAIL OF THE WEST-BOUND TRACK, 2 1/2 FEET EAST
 KB0428'OF A TELEPHONE POLE, ABOUT 1.9 FEET WEST OF A METAL WITNESS POST,
 KB0428'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 KB0428'CONCRETE POST PROJECTING 4 INCHES.
 KB0428
 KB0428                          STATION RECOVERY (1973)
 KB0428
 KB0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0428'RECOVERED IN GOOD CONDITION.
 KB0428
 KB0428                          STATION RECOVERY (2005)
 KB0428
 KB0428'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0428'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1414 ***********************************************************************
 KA1414  DESIGNATION -  C 211
 KA1414  PID         -  KA1414
 KA1414  STATE/COUNTY-  IL/CLARK
 KA1414  USGS QUAD   -  CASEY (1984)
 KA1414
 KA1414                         *CURRENT SURVEY CONTROL
 KA1414  ___________________________________________________________________
 KA1414* NAD 83(1986)-  39 20 44.     (N)    087 53 27.     (W)     SCALED    
 KA1414* NAVD 88     -       187.069  (meters)     613.74   (feet)  ADJUSTED  
 KA1414  ___________________________________________________________________
 KA1414  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1414  DYNAMIC HT  -         186.961 (meters)     613.39  (feet)  COMP
 KA1414  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 KA1414
 KA1414  VERT ORDER  -  SECOND    CLASS 0
 KA1414
 KA1414.The horizontal coordinates were scaled from a topographic map and have
 KA1414.an estimated accuracy of +/- 6 seconds.
 KA1414
 KA1414.The orthometric height was determined by differential leveling
 KA1414.and adjusted by the National Geodetic Survey in June 1991..
 KA1414
 KA1414.The geoid height was determined by GEOID03.
 KA1414
 KA1414.The dynamic height is computed by dividing the NAVD 88
 KA1414.geopotential number by the normal gravity value computed on the
 KA1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1414.degrees latitude (g = 980.6199 gals.).
 KA1414
 KA1414.The modeled gravity was interpolated from observed gravity values.
 KA1414
 KA1414;                    North         East    Units  Estimated Accuracy
 KA1414;SPC IL E     -   297,430.      338,140.      MT  (+/- 180 meters Scaled)
 KA1414
 KA1414                          SUPERSEDED SURVEY CONTROL
 KA1414
 KA1414  NGVD 29 (??/??/92)  187.140  (m)          613.98   (f) ADJ UNCH    2 0
 KA1414
 KA1414.Superseded values are not recommended for survey control.
 KA1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1414.See file dsdata.txt to determine how the superseded data were derived.
 KA1414
 KA1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ232555(NAD 83)
 KA1414_MARKER: DB = BENCH MARK DISK
 KA1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1414_STAMPING: C 211 1959
 KA1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1414+STABILITY: SURFACE MOTION
 KA1414
 KA1414  HISTORY     - Date     Condition        Report By
 KA1414  HISTORY     - 1959     MONUMENTED       CGS
 KA1414  HISTORY     - 1960     GOOD             NGS
 KA1414
 KA1414                          STATION DESCRIPTION
 KA1414
 KA1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1414'0.7 MI W FROM MARTINSVILLE.
 KA1414'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1414'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.3 MILE
 KA1414'NORTH-NORTHWEST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DRIVE
 KA1414'WEST TO A FARM HOUSE, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KA1414'33 FEET SOUTH OF THE CENTER LINE THE DRIVE, 1 1/2 FEET EAST OF A
 KA1414'FENCE, 7 1/2 FEET SOUTH OF A FENCE CORNER, 7 1/2 FEET SOUTHEAST
 KA1414'OF A POWER POLE, 2.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 KA1414'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA1414'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0943 ***********************************************************************
 JB0943  DESIGNATION -  C 212
 JB0943  PID         -  JB0943
 JB0943  STATE/COUNTY-  IL/FAYETTE
 JB0943  USGS QUAD   -  HAGARSTOWN (1974)
 JB0943
 JB0943                         *CURRENT SURVEY CONTROL
 JB0943  ___________________________________________________________________
 JB0943* NAD 83(1986)-  38 56 18.     (N)    089 13 51.     (W)     SCALED    
 JB0943* NAVD 88     -       160.241  (meters)     525.72   (feet)  ADJUSTED  
 JB0943  ___________________________________________________________________
 JB0943  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JB0943  DYNAMIC HT  -         160.142 (meters)     525.40  (feet)  COMP
 JB0943  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 JB0943
 JB0943  VERT ORDER  -  SECOND    CLASS 0
 JB0943
 JB0943.The horizontal coordinates were scaled from a topographic map and have
 JB0943.an estimated accuracy of +/- 6 seconds.
 JB0943
 JB0943.The orthometric height was determined by differential leveling
 JB0943.and adjusted by the National Geodetic Survey in June 1991..
 JB0943
 JB0943.The geoid height was determined by GEOID03.
 JB0943
 JB0943.The dynamic height is computed by dividing the NAVD 88
 JB0943.geopotential number by the normal gravity value computed on the
 JB0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0943.degrees latitude (g = 980.6199 gals.).
 JB0943
 JB0943.The modeled gravity was interpolated from observed gravity values.
 JB0943
 JB0943;                    North         East    Units  Estimated Accuracy
 JB0943;SPC IL E     -   252,520.      222,190.      MT  (+/- 180 meters Scaled)
 JB0943
 JB0943                          SUPERSEDED SURVEY CONTROL
 JB0943
 JB0943  NGVD 29 (??/??/92)  160.368  (m)          526.14   (f) ADJ UNCH    2 0
 JB0943
 JB0943.Superseded values are not recommended for survey control.
 JB0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0943.See file dsdata.txt to determine how the superseded data were derived.
 JB0943
 JB0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ066123(NAD 83)
 JB0943_MARKER: DB = BENCH MARK DISK
 JB0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0943_STAMPING: C 212 1960
 JB0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0943+STABILITY: SURFACE MOTION
 JB0943
 JB0943  HISTORY     - Date     Condition        Report By
 JB0943  HISTORY     - 1960     MONUMENTED       CGS
 JB0943
 JB0943                          STATION DESCRIPTION
 JB0943
 JB0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0943'2.6 MI E FROM MULBERRY GROVE.
 JB0943'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0943'WITH SOUTH MAPLE STREET IN MULBERRY GROVE, THENCE 0.2 MILE NORTH
 JB0943'ALONG AN OILED ROAD, AT A JUNCTION OF A ROAD WEST, NEAR A FARM
 JB0943'HOUSE WEST OF THE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 JB0943'ROAD, 228 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 3 FEET
 JB0943'SOUTH OF A FENCE, 103 FEET NORTHWEST OF A POWER POLE WITH A
 JB0943'TRANSFORMER, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 JB0943'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0943'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1409 ***********************************************************************
 JB1409  DESIGNATION -  C 213
 JB1409  PID         -  JB1409
 JB1409  STATE/COUNTY-  IL/CLINTON
 JB1409  USGS QUAD   -  ST ROSE (1962)
 JB1409
 JB1409                         *CURRENT SURVEY CONTROL
 JB1409  ___________________________________________________________________
 JB1409* NAD 83(1986)-  38 42 07.     (N)    089 35 45.     (W)     SCALED    
 JB1409* NAVD 88     -       154.413  (meters)     506.60   (feet)  ADJUSTED  
 JB1409  ___________________________________________________________________
 JB1409  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 JB1409  DYNAMIC HT  -         154.316 (meters)     506.29  (feet)  COMP
 JB1409  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 JB1409
 JB1409  VERT ORDER  -  SECOND    CLASS 0
 JB1409
 JB1409.The horizontal coordinates were scaled from a topographic map and have
 JB1409.an estimated accuracy of +/- 6 seconds.
 JB1409
 JB1409.The orthometric height was determined by differential leveling
 JB1409.and adjusted by the National Geodetic Survey in June 1991..
 JB1409
 JB1409.The geoid height was determined by GEOID03.
 JB1409
 JB1409.The dynamic height is computed by dividing the NAVD 88
 JB1409.geopotential number by the normal gravity value computed on the
 JB1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1409.degrees latitude (g = 980.6199 gals.).
 JB1409
 JB1409.The modeled gravity was interpolated from observed gravity values.
 JB1409
 JB1409;                    North         East    Units  Estimated Accuracy
 JB1409;SPC IL W     -   226,040.      749,650.      MT  (+/- 180 meters Scaled)
 JB1409
 JB1409                          SUPERSEDED SURVEY CONTROL
 JB1409
 JB1409  NGVD 29 (??/??/92)  154.534  (m)          507.00   (f) ADJ UNCH    2 0
 JB1409
 JB1409.Superseded values are not recommended for survey control.
 JB1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1409.See file dsdata.txt to determine how the superseded data were derived.
 JB1409
 JB1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH742869(NAD 83)
 JB1409_MARKER: DB = BENCH MARK DISK
 JB1409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1409_SP_SET: CULVERT
 JB1409_STAMPING: C 213 1960
 JB1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1409
 JB1409  HISTORY     - Date     Condition        Report By
 JB1409  HISTORY     - 1960     MONUMENTED       CGS
 JB1409
 JB1409                          STATION DESCRIPTION
 JB1409
 JB1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1409'10.1 MI N FROM BREESE.
 JB1409'ABOUT 3.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1409'THE STATION AT BREESE, THENCE 6.4 MILES NORTH ALONG AN ASPHALT
 JB1409'AND GRAVEL ROAD, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF A ROAD
 JB1409'EAST, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 JB1409'4-FOOT CONCRETE BOX CULVERT, 12 FEET EAST OF THE CENTER LINE
 JB1409'OF THE ROAD AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0752 ***********************************************************************
 JB0752  DESIGNATION -  C 214
 JB0752  PID         -  JB0752
 JB0752  STATE/COUNTY-  IL/EFFINGHAM
 JB0752  USGS QUAD   -  EDGEWOOD (1985)
 JB0752
 JB0752                         *CURRENT SURVEY CONTROL
 JB0752  ___________________________________________________________________
 JB0752* NAD 83(1986)-  38 55 20.     (N)    088 40 53.     (W)     SCALED    
 JB0752* NAVD 88     -       173.375  (meters)     568.81   (feet)  ADJUSTED  
 JB0752  ___________________________________________________________________
 JB0752  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JB0752  DYNAMIC HT  -         173.269 (meters)     568.47  (feet)  COMP
 JB0752  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 JB0752
 JB0752  VERT ORDER  -  SECOND    CLASS 0
 JB0752
 JB0752.The horizontal coordinates were scaled from a topographic map and have
 JB0752.an estimated accuracy of +/- 6 seconds.
 JB0752
 JB0752.The orthometric height was determined by differential leveling
 JB0752.and adjusted by the National Geodetic Survey in June 1991..
 JB0752
 JB0752.The geoid height was determined by GEOID03.
 JB0752
 JB0752.The dynamic height is computed by dividing the NAVD 88
 JB0752.geopotential number by the normal gravity value computed on the
 JB0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0752.degrees latitude (g = 980.6199 gals.).
 JB0752
 JB0752.The modeled gravity was interpolated from observed gravity values.
 JB0752
 JB0752;                    North         East    Units  Estimated Accuracy
 JB0752;SPC IL E     -   250,400.      269,820.      MT  (+/- 180 meters Scaled)
 JB0752
 JB0752                          SUPERSEDED SURVEY CONTROL
 JB0752
 JB0752  NGVD 29 (??/??/92)  173.47   (m)          569.1    (f) COMPUTED    2 0
 JB0752
 JB0752.Superseded values are not recommended for survey control.
 JB0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0752.See file dsdata.txt to determine how the superseded data were derived.
 JB0752
 JB0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ542094(NAD 83)
 JB0752_MARKER: DB = BENCH MARK DISK
 JB0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0752_STAMPING: C 214 1960
 JB0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0752+STABILITY: SURFACE MOTION
 JB0752
 JB0752  HISTORY     - Date     Condition        Report By
 JB0752  HISTORY     - 1960     MONUMENTED       CGS
 JB0752  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0752
 JB0752                          STATION DESCRIPTION
 JB0752
 JB0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0752'1.2 MI W FROM EDGEWOOD.
 JB0752'ABOUT 0.15 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM ITS
 JB0752'JUNCTION WITH THE BALTIMORE AND OHIO RAILROAD IN EDGEWOOD, THENCE
 JB0752'0.15 MILE NORTHWEST ALONG AN ASPHALT STREET, THENCE 0.15 MILE
 JB0752'WEST ALONG AN OILED ROAD, THENCE 0.8 MILE WEST ALONG A DIRT ROAD,
 JB0752'AT A FENCE CORNER NORTH OF THE ROAD, ABOUT 0.15 MILE WEST OF
 JB0752'A FARM HOUSE NORTH OF THE ROAD, 18 FEET NORTH OF THE CENTER LINE
 JB0752'OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 24 1/2 FEET WEST OF A
 JB0752'FENCE CORNER, 195 FEET WEST OF A MULTIPLE TRUNK 40-INCH TREE,
 JB0752'2.1 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JB0752'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JB0752
 JB0752                          STATION RECOVERY (1983)
 JB0752
 JB0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0648 ***********************************************************************
 JB0648  DESIGNATION -  C 215
 JB0648  PID         -  JB0648
 JB0648  STATE/COUNTY-  IL/MARION
 JB0648  USGS QUAD   -  SALEM SOUTH (1978)
 JB0648
 JB0648                         *CURRENT SURVEY CONTROL
 JB0648  ___________________________________________________________________
 JB0648* NAD 83(1986)-  38 36 18.     (N)    088 58 26.     (W)     SCALED    
 JB0648* NAVD 88     -       160.975  (meters)     528.13   (feet)  ADJUSTED  
 JB0648  ___________________________________________________________________
 JB0648  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JB0648  DYNAMIC HT  -         160.873 (meters)     527.80  (feet)  COMP
 JB0648  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JB0648
 JB0648  VERT ORDER  -  SECOND    CLASS 0
 JB0648
 JB0648.The horizontal coordinates were scaled from a topographic map and have
 JB0648.an estimated accuracy of +/- 6 seconds.
 JB0648
 JB0648.The orthometric height was determined by differential leveling
 JB0648.and adjusted by the National Geodetic Survey in June 1991..
 JB0648
 JB0648.The geoid height was determined by GEOID03.
 JB0648
 JB0648.The dynamic height is computed by dividing the NAVD 88
 JB0648.geopotential number by the normal gravity value computed on the
 JB0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0648.degrees latitude (g = 980.6199 gals.).
 JB0648
 JB0648.The modeled gravity was interpolated from observed gravity values.
 JB0648
 JB0648;                    North         East    Units  Estimated Accuracy
 JB0648;SPC IL E     -   215,320.      244,210.      MT  (+/- 180 meters Scaled)
 JB0648
 JB0648                          SUPERSEDED SURVEY CONTROL
 JB0648
 JB0648  NGVD 29 (??/??/92)  161.085  (m)          528.49   (f) ADJ UNCH    2 0
 JB0648
 JB0648.Superseded values are not recommended for survey control.
 JB0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0648.See file dsdata.txt to determine how the superseded data were derived.
 JB0648
 JB0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH281747(NAD 83)
 JB0648_MARKER: DB = BENCH MARK DISK
 JB0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0648_STAMPING: C 215 1960
 JB0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0648+STABILITY: SURFACE MOTION
 JB0648
 JB0648  HISTORY     - Date     Condition        Report By
 JB0648  HISTORY     - 1960     MONUMENTED       CGS
 JB0648
 JB0648                          STATION DESCRIPTION
 JB0648
 JB0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0648'2.9 MI SW FROM SALEM.
 JB0648'ABOUT 1.65 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0648'THE STATION AT SALEM, THENCE 1.1 MILES SOUTH ALONG AN OILED ROAD,
 JB0648'THENCE 0.15 MILES EAST ALONG AN OILED ROAD, 23 FEET SOUTH OF THE
 JB0648'CENTER LINE OF THE ROAD, 2 FEET EAST OF THE FIRST POWER POLE WEST
 JB0648'OF A POLE WITH A TRANSFORMER, 52 FEET SOUTH-SOUTHWEST AND ACROSS
 JB0648'THE ROAD FROM A 24-INCH ELM TREE WHICH LEANS TO THE EAST, 338
 JB0648'FEET WEST OF A DRIVEWAY NORTH TO A FARM HOUSE, 1.3 FEET WEST OF
 JB0648'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 JB0648'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0383 ***********************************************************************
 JB0383  DESIGNATION -  C 216
 JB0383  PID         -  JB0383
 JB0383  STATE/COUNTY-  IL/JEFFERSON
 JB0383  USGS QUAD   -  MOUNT VERNON (1978)
 JB0383
 JB0383                         *CURRENT SURVEY CONTROL
 JB0383  ___________________________________________________________________
 JB0383* NAD 83(1986)-  38 17 08.     (N)    088 56 02.     (W)     SCALED    
 JB0383* NAVD 88     -       141.691  (meters)     464.86   (feet)  ADJUSTED  
 JB0383  ___________________________________________________________________
 JB0383  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JB0383  DYNAMIC HT  -         141.600 (meters)     464.57  (feet)  COMP
 JB0383  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 JB0383
 JB0383  VERT ORDER  -  SECOND    CLASS 0
 JB0383
 JB0383.The horizontal coordinates were scaled from a topographic map and have
 JB0383.an estimated accuracy of +/- 6 seconds.
 JB0383
 JB0383.The orthometric height was determined by differential leveling
 JB0383.and adjusted by the National Geodetic Survey in June 1991..
 JB0383
 JB0383.The geoid height was determined by GEOID03.
 JB0383
 JB0383.The dynamic height is computed by dividing the NAVD 88
 JB0383.geopotential number by the normal gravity value computed on the
 JB0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0383.degrees latitude (g = 980.6199 gals.).
 JB0383
 JB0383.The modeled gravity was interpolated from observed gravity values.
 JB0383
 JB0383;                    North         East    Units  Estimated Accuracy
 JB0383;SPC IL E     -   179,840.      247,460.      MT  (+/- 180 meters Scaled)
 JB0383
 JB0383                          SUPERSEDED SURVEY CONTROL
 JB0383
 JB0383  NGVD 29 (??/??/92)  141.802  (m)          465.23   (f) ADJ UNCH    2 0
 JB0383
 JB0383.Superseded values are not recommended for survey control.
 JB0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0383.See file dsdata.txt to determine how the superseded data were derived.
 JB0383
 JB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH308392(NAD 83)
 JB0383_MARKER: DB = BENCH MARK DISK
 JB0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0383_SP_SET: CULVERT
 JB0383_STAMPING: C 216 1960
 JB0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0383
 JB0383  HISTORY     - Date     Condition        Report By
 JB0383  HISTORY     - 1960     MONUMENTED       CGS
 JB0383  HISTORY     - 1961     GOOD             NGS
 JB0383
 JB0383                          STATION DESCRIPTION
 JB0383
 JB0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB0383'3.2 MI SW FROM MT VERNON.
 JB0383'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0383'IN MT. VERNON, THENCE 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY
 JB0383'148, ABOUT 0.3 MILE SOUTHWEST OF A NORTH-SOUTH CROSS ROAD, ABOUT
 JB0383'0.10 MILE SOUTHWEST OF A HOUSE NORTH OF THE ROAD, SET IN THE TOP
 JB0383'OF THE NORHTEAST END OF THE NORTHWEST HEADWALL OF A 5 FOOT
 JB0383'CONCRETE BOX CULVERT, 27 FEET NORTHWEST OF THE CENTER LINE OF
 JB0383'THE HIGHWAY, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0928 ***********************************************************************
 HB0928  DESIGNATION -  C 217
 HB0928  PID         -  HB0928
 HB0928  STATE/COUNTY-  IL/PULASKI
 HB0928  USGS QUAD   -  PULASKI (1967)
 HB0928
 HB0928                         *CURRENT SURVEY CONTROL
 HB0928  ___________________________________________________________________
 HB0928* NAD 83(1986)-  37 14 07.     (N)    089 09 36.     (W)     SCALED    
 HB0928* NAVD 88     -       114.933  (meters)     377.08   (feet)  ADJUSTED  
 HB0928  ___________________________________________________________________
 HB0928  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB0928  DYNAMIC HT  -         114.851 (meters)     376.81  (feet)  COMP
 HB0928  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 HB0928
 HB0928  VERT ORDER  -  SECOND    CLASS 0
 HB0928
 HB0928.The horizontal coordinates were scaled from a topographic map and have
 HB0928.an estimated accuracy of +/- 6 seconds.
 HB0928
 HB0928.The orthometric height was determined by differential leveling
 HB0928.and adjusted by the National Geodetic Survey in June 1991..
 HB0928
 HB0928.The geoid height was determined by GEOID03.
 HB0928
 HB0928.The dynamic height is computed by dividing the NAVD 88
 HB0928.geopotential number by the normal gravity value computed on the
 HB0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0928.degrees latitude (g = 980.6199 gals.).
 HB0928
 HB0928.The modeled gravity was interpolated from observed gravity values.
 HB0928
 HB0928;                    North         East    Units  Estimated Accuracy
 HB0928;SPC IL W     -    63,570.      789,320.      MT  (+/- 180 meters Scaled)
 HB0928
 HB0928                          SUPERSEDED SURVEY CONTROL
 HB0928
 HB0928  NGVD 29 (??/??/??)  114.873  (m)          376.88   (f) ADJUSTED    2 0
 HB0928
 HB0928.Superseded values are not recommended for survey control.
 HB0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0928.See file dsdata.txt to determine how the superseded data were derived.
 HB0928
 HB0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG083231(NAD 83)
 HB0928_MARKER: DB = BENCH MARK DISK
 HB0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0928_STAMPING: C 217 1960
 HB0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0928+STABILITY: SURFACE MOTION
 HB0928
 HB0928  HISTORY     - Date     Condition        Report By
 HB0928  HISTORY     - 1960     MONUMENTED       CGS
 HB0928  HISTORY     - 1978     GOOD             ILDT
 HB0928  HISTORY     - 1978     GOOD             ILDT
 HB0928  HISTORY     - 1978     GOOD             ILDT
 HB0928
 HB0928                          STATION DESCRIPTION
 HB0928
 HB0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0928'3.6 MI NE FROM PULASKI.
 HB0928'ABOUT 0.4 MILE EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0928'AT PULASKI, THENCE 2.3 MILES NORTHEAST ALONG A WINDING GRAVEL
 HB0928'ROAD, THENCE 0.9 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.25 MILE
 HB0928'WEST OF THE JUNCTION OF A DIRT ROAD SOUTH, AT THE HOME OF VIRGIL
 HB0928'KING, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH
 HB0928'OF A HEDGE, 3 FEET EAST-NORTHEAST OF A POWER POLE WITH A
 HB0928'TRANSFORMER, 73 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 HB0928'OF THE HOUSE, 2.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST,
 HB0928'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 HB0928'CONCRETE POST PROJECTING 1 INCH.
 HB0928
 HB0928                          STATION RECOVERY (1978)
 HB0928
 HB0928'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0928'RECOVERED IN GOOD CONDITION.
 HB0928
 HB0928                          STATION RECOVERY (1978)
 HB0928
 HB0928'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0928'RECOVERED IN GOOD CONDITION.
 HB0928
 HB0928                          STATION RECOVERY (1978)
 HB0928
 HB0928'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0929 ***********************************************************************
 HB0929  DESIGNATION -  C 217 RESET
 HB0929  PID         -  HB0929
 HB0929  STATE/COUNTY-  IL/PULASKI
 HB0929  USGS QUAD   -  PULASKI (1967)
 HB0929
 HB0929                         *CURRENT SURVEY CONTROL
 HB0929  ___________________________________________________________________
 HB0929* NAD 83(1986)-  37 14 07.     (N)    089 09 36.     (W)     SCALED    
 HB0929* NAVD 88     -       116.78   (+/-2cm)     383.1    (feet)  VERTCON   
 HB0929  ___________________________________________________________________
 HB0929  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB0929
 HB0929  VERT ORDER  -  ? (See Below)
 HB0929
 HB0929.The horizontal coordinates were scaled from a topographic map and have
 HB0929.an estimated accuracy of +/- 6 seconds.
 HB0929
 HB0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0929.The vertical order pertains to the NGVD 29 superseded value.
 HB0929
 HB0929.The geoid height was determined by GEOID03.
 HB0929
 HB0929;                    North         East    Units  Estimated Accuracy
 HB0929;SPC IL W     -    63,570.      789,320.      MT  (+/- 180 meters Scaled)
 HB0929
 HB0929                          SUPERSEDED SURVEY CONTROL
 HB0929
 HB0929  NGVD 29 (??/??/??)  116.718  (m)          382.93   (f) ADJUSTED    ?  
 HB0929
 HB0929.Superseded values are not recommended for survey control.
 HB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0929.See file dsdata.txt to determine how the superseded data were derived.
 HB0929
 HB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG083231(NAD 83)
 HB0929_MARKER: DT = TOPOGRAPHIC STATION DISK
 HB0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0929_STAMPING: C 217 RESET 1965
 HB0929_MARK LOGO: CGS   
 HB0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0929+STABILITY: SURFACE MOTION
 HB0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0929+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0929
 HB0929  HISTORY     - Date     Condition        Report By
 HB0929  HISTORY     - 1965     MONUMENTED       ILDPW
 HB0929  HISTORY     - 1966     GOOD             CGS
 HB0929  HISTORY     - 20020829 GOOD             USACE
 HB0929
 HB0929                          STATION DESCRIPTION
 HB0929
 HB0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 HB0929'3.6 MI NE FROM PULASKI.
 HB0929'ABOUT 0.4 MILES EAST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 HB0929'AT PULASKI, THENCE 2.3 MILES NORTHEAST ALONG A WINDING GRAVEL
 HB0929'ROAD, THENCE 0.9 MILES NORTH ALONG A GRAVEL ROAD, ABOUT 0.25 MILES
 HB0929'WEST OF THE JUNCTION OF A DIRT ROAD SOUTH, AT THE HOME OF VIRGIL
 HB0929'KING, 41 FEET NORTH OF THE CENTERLINE OF THE ROAD, 24 FEET NORTH
 HB0929'OF A HEDGE, 41 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 HB0929'THE HOUSE, 3 FEET WEST OF A METAL WITNESS POST, ABOUT 6 FEET
 HB0929'ABOVE THE LEVEL OF THE ROAD AND SET IN TOP OF A CONCRETE POST
 HB0929'PROJECTING 1 INCH.
 HB0929
 HB0929                          STATION RECOVERY (2002)
 HB0929
 HB0929'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0929'FOUND MONUMENT SET AT SITE STAMPED C 217 RESET 1965.  3 FT (0.9 M)
 HB0929'EAST OF MONUMENT FOUND CONCRETE REMNANT WITH METAL STEM PROTRUDING.
 HB0929'ILL DEPARTMENT OF TRANSPORTATION REPORTED MARK GOOD IN 1978. POSSIBLE
 HB0929'REPORT FOR RESET MARK.  RESET MARK SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0922 ***********************************************************************
 KB0922  DESIGNATION -  C 218
 KB0922  PID         -  KB0922
 KB0922  STATE/COUNTY-  IL/MACOUPIN
 KB0922  USGS QUAD   -  GILLESPIE SOUTH (1974)
 KB0922
 KB0922                         *CURRENT SURVEY CONTROL
 KB0922  ___________________________________________________________________
 KB0922* NAD 83(1986)-  39 01 00.     (N)    089 46 23.     (W)     SCALED    
 KB0922* NAVD 88     -       191.649  (meters)     628.77   (feet)  ADJUSTED  
 KB0922  ___________________________________________________________________
 KB0922  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KB0922  DYNAMIC HT  -         191.535 (meters)     628.39  (feet)  COMP
 KB0922  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 KB0922
 KB0922  VERT ORDER  -  SECOND    CLASS 0
 KB0922
 KB0922.The horizontal coordinates were scaled from a topographic map and have
 KB0922.an estimated accuracy of +/- 6 seconds.
 KB0922
 KB0922.The orthometric height was determined by differential leveling
 KB0922.and adjusted by the National Geodetic Survey in June 1991..
 KB0922
 KB0922.The geoid height was determined by GEOID03.
 KB0922
 KB0922.The dynamic height is computed by dividing the NAVD 88
 KB0922.geopotential number by the normal gravity value computed on the
 KB0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0922.degrees latitude (g = 980.6199 gals.).
 KB0922
 KB0922.The modeled gravity was interpolated from observed gravity values.
 KB0922
 KB0922;                    North         East    Units  Estimated Accuracy
 KB0922;SPC IL W     -   260,890.      734,090.      MT  (+/- 180 meters Scaled)
 KB0922
 KB0922                          SUPERSEDED SURVEY CONTROL
 KB0922
 KB0922  NGVD 29 (??/??/92)  191.764  (m)          629.15   (f) ADJ UNCH    2 0
 KB0922
 KB0922.Superseded values are not recommended for survey control.
 KB0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0922.See file dsdata.txt to determine how the superseded data were derived.
 KB0922
 KB0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ599222(NAD 83)
 KB0922_MARKER: DB = BENCH MARK DISK
 KB0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0922_SP_SET: CULVERT
 KB0922_STAMPING: C 218 1960
 KB0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0922
 KB0922  HISTORY     - Date     Condition        Report By
 KB0922  HISTORY     - 1960     MONUMENTED       CGS
 KB0922
 KB0922                          STATION DESCRIPTION
 KB0922
 KB0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0922'1 MI NE FROM STAUNTON.
 KB0922'ABOUT 1.0 MILES NORTHEAST ALONG EAST MAIN STREET AND OLD U.S.
 KB0922'HIGHWAY 66 FROM THE PUBLIC PARK, AT THE JUNCTION OF EAST MAIN
 KB0922'STREET AND RESERVOIR ROAD, SET IN THE TOP OF THE NORTH HEADWALL
 KB0922'OF A FOUR FOOT CONCRETE BOX CULVERT, 15 FEET NORTH OF THE CENTER
 KB0922'LINE OF EAST MAIN STREET, 29 FEET EAST OF THE CENTER LINE OF
 KB0922'RESERVOIR ROAD, 42 FEET NORTHEAST OF THE JUNCTION, 3 FEET
 KB0922'WEST OF THE EAST END OF THE HEADWALL, AND ABOUT 1 FOOT ABOVE
 KB0922'THE LEVEL OF EAST MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1052 ***********************************************************************
 KB1052  DESIGNATION -  C 219
 KB1052  PID         -  KB1052
 KB1052  STATE/COUNTY-  IL/SANGAMON
 KB1052  USGS QUAD   -  CHATHAM (1976)
 KB1052
 KB1052                         *CURRENT SURVEY CONTROL
 KB1052  ___________________________________________________________________
 KB1052* NAD 83(1986)-  39 39 36.     (N)    089 39 08.     (W)     SCALED    
 KB1052* NAVD 88     -       182.333  (meters)     598.20   (feet)  ADJUSTED  
 KB1052  ___________________________________________________________________
 KB1052  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB1052  DYNAMIC HT  -         182.232 (meters)     597.87  (feet)  COMP
 KB1052  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KB1052
 KB1052  VERT ORDER  -  SECOND    CLASS 0
 KB1052
 KB1052.The horizontal coordinates were scaled from a topographic map and have
 KB1052.an estimated accuracy of +/- 6 seconds.
 KB1052
 KB1052.The orthometric height was determined by differential leveling
 KB1052.and adjusted by the National Geodetic Survey in June 1991..
 KB1052
 KB1052.The geoid height was determined by GEOID03.
 KB1052
 KB1052.The dynamic height is computed by dividing the NAVD 88
 KB1052.geopotential number by the normal gravity value computed on the
 KB1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1052.degrees latitude (g = 980.6199 gals.).
 KB1052
 KB1052.The modeled gravity was interpolated from observed gravity values.
 KB1052
 KB1052;                    North         East    Units  Estimated Accuracy
 KB1052;SPC IL W     -   332,370.      744,150.      MT  (+/- 180 meters Scaled)
 KB1052
 KB1052                          SUPERSEDED SURVEY CONTROL
 KB1052
 KB1052  NGVD 29 (??/??/92)  182.447  (m)          598.58   (f) ADJ UNCH    2 0
 KB1052
 KB1052.Superseded values are not recommended for survey control.
 KB1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1052.See file dsdata.txt to determine how the superseded data were derived.
 KB1052
 KB1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ724933(NAD 83)
 KB1052_MARKER: DB = BENCH MARK DISK
 KB1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1052_STAMPING: C 219 1960
 KB1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1052+STABILITY: SURFACE MOTION
 KB1052
 KB1052  HISTORY     - Date     Condition        Report By
 KB1052  HISTORY     - 1960     MONUMENTED       CGS
 KB1052  HISTORY     - 1976     GOOD             NGS
 KB1052
 KB1052                          STATION DESCRIPTION
 KB1052
 KB1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1052'7.2 MI SW FROM SPRINGFIELD.
 KB1052'6.0 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND
 KB1052'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.25
 KB1052'MILES WEST ALONG AN ASPHALT ROAD, THENCE 1.0 MILES SOUTH ALONG AN
 KB1052'OILED ROAD, ABOUT 0.10 MILE NORTH OF A CURVE IN THE ROAD TO THE
 KB1052'WEST, AT A FARM HOUSE EAST OF THE ROAD, 21 FEET EAST OF THE
 KB1052'CENTER LINE OF THE ROAD, 49 FEET NORTH OF THE CENTER LINE OF THE
 KB1052'FARM DRIVE, 87 FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER
 KB1052'POLE WITH A TRANSFORMER, 2.5 FEET NORTH NORTHWEST OF A TELEPHONE
 KB1052'POLE, 1 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 KB1052'POST, 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 KB1052'CONCRETE POST PROJECTING 3 INCHES.
 KB1052
 KB1052                          STATION RECOVERY (1976)
 KB1052
 KB1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1107 ***********************************************************************
 LC1107  DESIGNATION -  C 220 RESET 1969
 LC1107  PID         -  LC1107
 LC1107  STATE/COUNTY-  IL/LOGAN
 LC1107  USGS QUAD   -  LINCOLN EAST (1980)
 LC1107
 LC1107                         *CURRENT SURVEY CONTROL
 LC1107  ___________________________________________________________________
 LC1107* NAD 83(1986)-  40 08 07.     (N)    089 19 48.     (W)     SCALED    
 LC1107* NAVD 88     -       180.33   (meters)     591.6    (feet)  RESET     
 LC1107  ___________________________________________________________________
 LC1107  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC1107
 LC1107  VERT ORDER  -  THIRD
 LC1107
 LC1107.The horizontal coordinates were scaled from a topographic map and have
 LC1107.an estimated accuracy of +/- 6 seconds.
 LC1107
 LC1107.The orthometric height was computed from unverified reset data.
 LC1107
 LC1107.The geoid height was determined by GEOID03.
 LC1107
 LC1107;                    North         East    Units  Estimated Accuracy
 LC1107;SPC IL W     -   385,340.      771,300.      MT  (+/- 180 meters Scaled)
 LC1107
 LC1107                          SUPERSEDED SURVEY CONTROL
 LC1107
 LC1107.No superseded survey control is available for this station.
 LC1107
 LC1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK014453(NAD 83)
 LC1107_MARKER: DB = BENCH MARK DISK
 LC1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1107_STAMPING: C 220 RESET 1969
 LC1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1107+STABILITY: SURFACE MOTION
 LC1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC1107+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 LC1107
 LC1107  HISTORY     - Date     Condition        Report By
 LC1107  HISTORY     - 1969     MONUMENTED       CGS
 LC1107  HISTORY     - 20040318 GOOD             CHAST
 LC1107
 LC1107                          STATION DESCRIPTION
 LC1107
 LC1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC1107'2 MI SE FROM LINCOLN.
 LC1107'0.95 MILE EAST AND SOUTH ALONG STATE HIGHWAY 121 FROM ITS JUNCTION
 LC1107'WITH STATE HIGHWAY 10 AT THE EAST EDGE OF LINCOLN TO THE CHESTER
 LC1107'EAST LINCOLN SCHOOL ON THE LEFT AND A SIDE ROAD LEFT, THENCE EAST
 LC1107'ON THE ROAD FOR 1.0 MILE TO THE MARK ON THE RIGHT, 1 FOOT WEST
 LC1107'OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE, 5 FEET EAST OF A
 LC1107'TELEPHONE POLE, 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 98
 LC1107'FEET WEST OF THE CENTERLINE OF A DRIVEWAY SOUTH, 7 FEET NORTHWEST
 LC1107'OF A 10 INCH CEDAR TREE, SET IN THE TOP OF A ROUND CONCRETE POST
 LC1107'WHICH PROJECTS 1 INCH.
 LC1107
 LC1107                          STATION RECOVERY (2004)
 LC1107
 LC1107'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JRA)
 LC1107'RECOVERED AS DESCRIBED, THE MARK IS UNDER THE CANOPY OF THE CEDAR TREE
 LC1107'TO THE SOUTHEAST AND MAKES IT UNSUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0519 ***********************************************************************
 NH0519  DESIGNATION -  C 221
 NH0519  PID         -  NH0519
 NH0519  STATE/COUNTY-  IL/WINNEBAGO
 NH0519  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0519
 NH0519                         *CURRENT SURVEY CONTROL
 NH0519  ___________________________________________________________________
 NH0519* NAD 83(1986)-  42 28 54.     (N)    089 03 02.     (W)     SCALED    
 NH0519* NAVD 88     -       225.854  (meters)     740.99   (feet)  ADJUSTED  
 NH0519  ___________________________________________________________________
 NH0519  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH0519  DYNAMIC HT  -         225.784 (meters)     740.76  (feet)  COMP
 NH0519  MODELED GRAV-     980,307.9   (mgal)                       NAVD 88
 NH0519
 NH0519  VERT ORDER  -  FIRST     CLASS II
 NH0519
 NH0519.The horizontal coordinates were scaled from a topographic map and have
 NH0519.an estimated accuracy of +/- 6 seconds.
 NH0519
 NH0519.The orthometric height was determined by differential leveling
 NH0519.and adjusted by the National Geodetic Survey in June 1991..
 NH0519
 NH0519.The geoid height was determined by GEOID03.
 NH0519
 NH0519.The dynamic height is computed by dividing the NAVD 88
 NH0519.geopotential number by the normal gravity value computed on the
 NH0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0519.degrees latitude (g = 980.6199 gals.).
 NH0519
 NH0519.The modeled gravity was interpolated from observed gravity values.
 NH0519
 NH0519;                    North         East    Units  Estimated Accuracy
 NH0519;SPC IL W     -   646,190.      791,770.      MT  (+/- 180 meters Scaled)
 NH0519
 NH0519                          SUPERSEDED SURVEY CONTROL
 NH0519
 NH0519  NGVD 29 (??/??/92)  225.915  (m)          741.19   (f) ADJ UNCH    1 2
 NH0519
 NH0519.Superseded values are not recommended for survey control.
 NH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0519.See file dsdata.txt to determine how the superseded data were derived.
 NH0519
 NH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN314052(NAD 83)
 NH0519_MARKER: DB = BENCH MARK DISK
 NH0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0519_SP_SET: BRIDGE ABUTMENT
 NH0519_STAMPING: C 221 1960
 NH0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0519
 NH0519  HISTORY     - Date     Condition        Report By
 NH0519  HISTORY     - 1960     MONUMENTED       CGS
 NH0519  HISTORY     - 19970530 GOOD             USPSQD
 NH0519
 NH0519                          STATION DESCRIPTION
 NH0519
 NH0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0519'1.9 MI N FROM ROCKTON.
 NH0519'ABOUT 1.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0519'AND PACIFIC RAILROAD FROM THE STATION AT ROCKTON, 0.15 MILE
 NH0519'SOUTH OF MILEPOLE 70, IN S-7, R 2E, T-46 N, 7 YARDS NORTH OF
 NH0519'SIGNAL NO. 70-2, 8 FEET EAST OF THE EAST RAIL, IN TOP OF THE
 NH0519'EAST END OF THE BACK WALL OF THE SOUTH CONCRETE ABUTMENT OF
 NH0519'BRIDGE ACROSS A FIELD TRACK, AT THE SOUTH END OF YARD, AND ABOUT
 NH0519'2 FEET BELOW THE LEVEL OF TRACK.
 NH0519
 NH0519                          STATION RECOVERY (1997)
 NH0519
 NH0519'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0568 ***********************************************************************
 NH0568  DESIGNATION -  C 222
 NH0568  PID         -  NH0568
 NH0568  STATE/COUNTY-  IL/WINNEBAGO
 NH0568  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0568
 NH0568                         *CURRENT SURVEY CONTROL
 NH0568  ___________________________________________________________________
 NH0568* NAD 83(1986)-  42 17 17.     (N)    089 06 20.     (W)     SCALED    
 NH0568* NAVD 88     -       221.439  (meters)     726.50   (feet)  ADJUSTED  
 NH0568  ___________________________________________________________________
 NH0568  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0568  DYNAMIC HT  -         221.368 (meters)     726.27  (feet)  COMP
 NH0568  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 NH0568
 NH0568  VERT ORDER  -  FIRST     CLASS II
 NH0568
 NH0568.The horizontal coordinates were scaled from a topographic map and have
 NH0568.an estimated accuracy of +/- 6 seconds.
 NH0568
 NH0568.The orthometric height was determined by differential leveling
 NH0568.and adjusted by the National Geodetic Survey in June 1991..
 NH0568
 NH0568.The geoid height was determined by GEOID03.
 NH0568
 NH0568.The dynamic height is computed by dividing the NAVD 88
 NH0568.geopotential number by the normal gravity value computed on the
 NH0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0568.degrees latitude (g = 980.6199 gals.).
 NH0568
 NH0568.The modeled gravity was interpolated from observed gravity values.
 NH0568
 NH0568;                    North         East    Units  Estimated Accuracy
 NH0568;SPC IL W     -   624,620.      787,510.      MT  (+/- 180 meters Scaled)
 NH0568
 NH0568                          SUPERSEDED SURVEY CONTROL
 NH0568
 NH0568  NGVD 29 (??/??/92)  221.496  (m)          726.69   (f) ADJ UNCH    1 2
 NH0568
 NH0568.Superseded values are not recommended for survey control.
 NH0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0568.See file dsdata.txt to determine how the superseded data were derived.
 NH0568
 NH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM264839(NAD 83)
 NH0568_MARKER: DB = BENCH MARK DISK
 NH0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0568_SP_SET: BRIDGE
 NH0568_STAMPING: C 222 1960
 NH0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0568
 NH0568  HISTORY     - Date     Condition        Report By
 NH0568  HISTORY     - 1960     MONUMENTED       CGS
 NH0568  HISTORY     - 1987     GOOD             USPSQD
 NH0568  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0568
 NH0568                          STATION DESCRIPTION
 NH0568
 NH0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0568'AT ROCKFORD.
 NH0568'AT ROCKFORD, ABOUT 1.35 MILES WEST ALONG AUBURN STREET FROM THE
 NH0568'INTERSECTION OF NORTH MAIN STREET, 0.35 MILE WEST OF THE CROSSING
 NH0568'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, IN
 NH0568'S-15, R-1E, T-44N, 29 1/2 FEET SOUTH OF THE CENTER LINE OF
 NH0568'AUBURN STREET, IN TOP OF THE SOUTH CONCRETE BANISTER OF AUBURN
 NH0568'STREET BRIDGE OVER NORTH FORK KENT CREEK, 15.8 FEET EAST OF THE
 NH0568'WEST END OF BANNISTER, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL
 NH0568'OF BRIDGE SIDEWALK.
 NH0568
 NH0568                          STATION RECOVERY (1987)
 NH0568
 NH0568'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0568'RECOVERED IN GOOD CONDITION.
 NH0568
 NH0568                          STATION RECOVERY (1997)
 NH0568
 NH0568'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0619 ***********************************************************************
 NH0619  DESIGNATION -  C 223
 NH0619  PID         -  NH0619
 NH0619  STATE/COUNTY-  IL/OGLE
 NH0619  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0619
 NH0619                         *CURRENT SURVEY CONTROL
 NH0619  ___________________________________________________________________
 NH0619* NAD 83(1986)-  42 07 39.     (N)    089 05 30.     (W)     SCALED    
 NH0619* NAVD 88     -       225.789  (meters)     740.78   (feet)  ADJUSTED  
 NH0619  ___________________________________________________________________
 NH0619  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NH0619  DYNAMIC HT  -         225.715 (meters)     740.53  (feet)  COMP
 NH0619  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 NH0619
 NH0619  VERT ORDER  -  FIRST     CLASS II
 NH0619
 NH0619.The horizontal coordinates were scaled from a topographic map and have
 NH0619.an estimated accuracy of +/- 6 seconds.
 NH0619
 NH0619.The orthometric height was determined by differential leveling
 NH0619.and adjusted by the National Geodetic Survey in June 1991..
 NH0619
 NH0619.The geoid height was determined by GEOID03.
 NH0619
 NH0619.The dynamic height is computed by dividing the NAVD 88
 NH0619.geopotential number by the normal gravity value computed on the
 NH0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0619.degrees latitude (g = 980.6199 gals.).
 NH0619
 NH0619.The modeled gravity was interpolated from observed gravity values.
 NH0619
 NH0619;                    North         East    Units  Estimated Accuracy
 NH0619;SPC IL W     -   606,800.      788,880.      MT  (+/- 180 meters Scaled)
 NH0619
 NH0619                          SUPERSEDED SURVEY CONTROL
 NH0619
 NH0619  NGVD 29 (??/??/92)  225.838  (m)          740.94   (f) ADJ UNCH    1 2
 NH0619
 NH0619.Superseded values are not recommended for survey control.
 NH0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0619.See file dsdata.txt to determine how the superseded data were derived.
 NH0619
 NH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM271660(NAD 83)
 NH0619_MARKER: DB = BENCH MARK DISK
 NH0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0619_SP_SET: CULVERT
 NH0619_STAMPING: C 223 1960
 NH0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0619
 NH0619  HISTORY     - Date     Condition        Report By
 NH0619  HISTORY     - 1960     MONUMENTED       CGS
 NH0619  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0619  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0619
 NH0619                          STATION DESCRIPTION
 NH0619
 NH0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0619'1.9 MI N FROM DAVIS JUNCTION.
 NH0619'ABOUT 1.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0619'RAILROAD FROM THE STATION AT DAVIS JUNCTION, 0.4 MILE SOUTH OF
 NH0619'MILEPOST 14, IN S-11, R-1E, T-42N, 6.2 FEET WEST OF THE WEST RAIL,
 NH0619'IN TOP OF THE SOUTHWEST CORNER OF THE WEST HEAD WALL OF A 14-FOOT
 NH0619'CONCRETE RAILROAD CULVERT (NO. 1360) WITH PARTITION, 0.6 MILE
 NH0619'SOUTH OF THE CROSSING OF A GRAVEL ROAD LEADING EAST-WEST, AND
 NH0619'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 NH0619
 NH0619                          STATION RECOVERY (1996)
 NH0619
 NH0619'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0619'MARK NOT FOUND.
 NH0619
 NH0619                          STATION RECOVERY (2001)
 NH0619
 NH0619'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0619'STATION COVERED BY RR SUPPORT TIMBERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0557 ***********************************************************************
 MF0557  DESIGNATION -  C 224
 MF0557  PID         -  MF0557
 MF0557  STATE/COUNTY-  IL/LEE
 MF0557  USGS QUAD   -  STEWARD (1993)
 MF0557
 MF0557                         *CURRENT SURVEY CONTROL
 MF0557  ___________________________________________________________________
 MF0557* NAD 83(1986)-  41 52 17.     (N)    089 01 55.     (W)     SCALED    
 MF0557* NAVD 88     -       242.974  (meters)     797.16   (feet)  ADJUSTED  
 MF0557  ___________________________________________________________________
 MF0557  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0557  DYNAMIC HT  -         242.886 (meters)     796.87  (feet)  COMP
 MF0557  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 MF0557
 MF0557  VERT ORDER  -  FIRST     CLASS I
 MF0557
 MF0557.The horizontal coordinates were scaled from a topographic map and have
 MF0557.an estimated accuracy of +/- 6 seconds.
 MF0557
 MF0557.The orthometric height was determined by differential leveling
 MF0557.and adjusted by the National Geodetic Survey in June 1991..
 MF0557
 MF0557.The geoid height was determined by GEOID03.
 MF0557
 MF0557.The dynamic height is computed by dividing the NAVD 88
 MF0557.geopotential number by the normal gravity value computed on the
 MF0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0557.degrees latitude (g = 980.6199 gals.).
 MF0557
 MF0557.The modeled gravity was interpolated from observed gravity values.
 MF0557
 MF0557;                    North         East    Units  Estimated Accuracy
 MF0557;SPC IL W     -   578,420.      794,200.      MT  (+/- 180 meters Scaled)
 MF0557
 MF0557                          SUPERSEDED SURVEY CONTROL
 MF0557
 MF0557  NGVD 29 (??/??/92)  243.036  (m)          797.36   (f) ADJ UNCH    1 1
 MF0557
 MF0557.Superseded values are not recommended for survey control.
 MF0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0557.See file dsdata.txt to determine how the superseded data were derived.
 MF0557
 MF0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM313374(NAD 83)
 MF0557_MARKER: DB = BENCH MARK DISK
 MF0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0557_STAMPING: C 224 1960
 MF0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0557+STABILITY: SURFACE MOTION
 MF0557
 MF0557  HISTORY     - Date     Condition        Report By
 MF0557  HISTORY     - 1960     MONUMENTED       CGS
 MF0557  HISTORY     - 1969     GOOD             NGS
 MF0557  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0557  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0557  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF0557
 MF0557                          STATION DESCRIPTION
 MF0557
 MF0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0557'4.1 MI S FROM ROCHELLE.
 MF0557'ABOUT 4.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0557'RAILROAD FROM THE STATION AT ROCHELLE, 0.2 MILE NORTH OF MILEPOST
 MF0557'79, 46 FEET EAST OF THE EAST RAIL OF THE EAST SET OF TRACKS,
 MF0557'25 FEET NORTHEAST OF TELEPHONE POLE NUMBER 11, 1.9 FEET SOUTHEAST
 MF0557'OF A BRACE POST WHICH BEARS A WITNESS SHIELD, ABOUT 2 1/2 FEET
 MF0557'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MF0557'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 MF0557'SEC 8, T39N, R2E
 MF0557
 MF0557                          STATION RECOVERY (1995)
 MF0557
 MF0557'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0557'MARK NOT FOUND.
 MF0557
 MF0557                          STATION RECOVERY (2002)
 MF0557
 MF0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0557
 MF0557                          STATION RECOVERY (2003)
 MF0557
 MF0557'RECOVERY NOTE BY US POWER SQUADRON 2003
 MF0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0656 ***********************************************************************
 MF0656  DESIGNATION -  C 225
 MF0656  PID         -  MF0656
 MF0656  STATE/COUNTY-  IL/LA SALLE
 MF0656  USGS QUAD   -  MENDOTA WEST (1982)
 MF0656
 MF0656                         *CURRENT SURVEY CONTROL
 MF0656  ___________________________________________________________________
 MF0656* NAD 83(1986)-  41 35 07.     (N)    089 09 27.     (W)     SCALED    
 MF0656* NAVD 88     -       260.095  (meters)     853.33   (feet)  ADJUSTED  
 MF0656  ___________________________________________________________________
 MF0656  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0656  DYNAMIC HT  -         259.994 (meters)     853.00  (feet)  COMP
 MF0656  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 MF0656
 MF0656  VERT ORDER  -  FIRST     CLASS II
 MF0656
 MF0656.The horizontal coordinates were scaled from a topographic map and have
 MF0656.an estimated accuracy of +/- 6 seconds.
 MF0656
 MF0656.The orthometric height was determined by differential leveling
 MF0656.and adjusted by the National Geodetic Survey in June 1991..
 MF0656
 MF0656.The geoid height was determined by GEOID03.
 MF0656
 MF0656.The dynamic height is computed by dividing the NAVD 88
 MF0656.geopotential number by the normal gravity value computed on the
 MF0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0656.degrees latitude (g = 980.6199 gals.).
 MF0656
 MF0656.The modeled gravity was interpolated from observed gravity values.
 MF0656
 MF0656;                    North         East    Units  Estimated Accuracy
 MF0656;SPC IL E     -   546,370.      231,280.      MT  (+/- 180 meters Scaled)
 MF0656
 MF0656                          SUPERSEDED SURVEY CONTROL
 MF0656
 MF0656  NGVD 29 (??/??/92)  260.146  (m)          853.50   (f) ADJ UNCH    1 2
 MF0656
 MF0656.Superseded values are not recommended for survey control.
 MF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0656.See file dsdata.txt to determine how the superseded data were derived.
 MF0656
 MF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM201059(NAD 83)
 MF0656_MARKER: DB = BENCH MARK DISK
 MF0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0656_STAMPING: C 225 1960
 MF0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0656+STABILITY: SURFACE MOTION
 MF0656
 MF0656  HISTORY     - Date     Condition        Report By
 MF0656  HISTORY     - 1963     MONUMENTED       CGS
 MF0656  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF0656  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0656
 MF0656                          STATION DESCRIPTION
 MF0656
 MF0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MF0656'3.3 MI NW FROM MENDOTA.
 MF0656'ABOUT 3.3 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 MF0656'FROM THE STATION AT MENDOTA, 117 YARDS SOUTHEAST OF MILEPOST 875,
 MF0656'IN S-18, R-1E, T-36N, 126 YARDS NORTHWEST OF THE CENTER OF Y
 MF0656'JUNCTION OF U.S. HIGHWAY 52 AND A GRAVEL ROAD LEADING WEST, 128
 MF0656'FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM THE SOUTHWEST RAIL,
 MF0656'69 FEET SOUTH-SOUTHWEST OF AND ACROSS THE HIGHWAY FROM TELEPHONE
 MF0656'POLE 100, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MF0656'1 FOOT NORTHEAST OF A WIRE FENCE, 18 FEET NORTHWEST OF THE NORTHWEST
 MF0656'ONE OF NINE TREES ALONG THE FENCE LINE, 308 FEET NORTHWEST OF
 MF0656'FENCE CORNER, 2 FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL
 MF0656'WITH THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 MF0656'2 INCHES.
 MF0656
 MF0656                          STATION RECOVERY (1997)
 MF0656
 MF0656'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0656'MARK NOT FOUND.
 MF0656
 MF0656                          STATION RECOVERY (2002)
 MF0656
 MF0656'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0112 ***********************************************************************
 NH0112  DESIGNATION -  C 226
 NH0112  PID         -  NH0112
 NH0112  STATE/COUNTY-  IL/MCHENRY
 NH0112  USGS QUAD   -  RICHMOND (1992)
 NH0112
 NH0112                         *CURRENT SURVEY CONTROL
 NH0112  ___________________________________________________________________
 NH0112* NAD 83(1986)-  42 23 28.     (N)    088 17 40.     (W)     SCALED    
 NH0112* NAVD 88     -       256.079  (meters)     840.15   (feet)  ADJUSTED  
 NH0112  ___________________________________________________________________
 NH0112  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NH0112  DYNAMIC HT  -         255.996 (meters)     839.88  (feet)  COMP
 NH0112  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 NH0112
 NH0112  VERT ORDER  -  SECOND    CLASS 0
 NH0112
 NH0112.The horizontal coordinates were scaled from a topographic map and have
 NH0112.an estimated accuracy of +/- 6 seconds.
 NH0112
 NH0112.The orthometric height was determined by differential leveling
 NH0112.and adjusted by the National Geodetic Survey in June 1991..
 NH0112
 NH0112.The geoid height was determined by GEOID03.
 NH0112
 NH0112.The dynamic height is computed by dividing the NAVD 88
 NH0112.geopotential number by the normal gravity value computed on the
 NH0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0112.degrees latitude (g = 980.6199 gals.).
 NH0112
 NH0112.The modeled gravity was interpolated from observed gravity values.
 NH0112
 NH0112;                    North         East    Units  Estimated Accuracy
 NH0112;SPC IL E     -   635,550.      303,200.      MT  (+/- 180 meters Scaled)
 NH0112
 NH0112                          SUPERSEDED SURVEY CONTROL
 NH0112
 NH0112  NGVD 29 (??/??/92)  256.139  (m)          840.35   (f) ADJ UNCH    2 0
 NH0112
 NH0112.Superseded values are not recommended for survey control.
 NH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0112.See file dsdata.txt to determine how the superseded data were derived.
 NH0112
 NH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM934940(NAD 83)
 NH0112_MARKER: DB = BENCH MARK DISK
 NH0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0112_SP_SET: 24 FEET
 NH0112_STAMPING: C 226 1960
 NH0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0112
 NH0112  HISTORY     - Date     Condition        Report By
 NH0112  HISTORY     - 1960     MONUMENTED       CGS
 NH0112  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NH0112
 NH0112                          STATION DESCRIPTION
 NH0112
 NH0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0112'AT RINGWOOD.
 NH0112'AT RINGWOOD, ABOUT 0.1 MILE SOUTH ALONG THE CHICAGO AND NORTH
 NH0112'WESTERN RAILWAY FROM THE STATION SHELTER, AT THE CROSSING OF A
 NH0112'BLACK TOP ROAD, 0.2 MILE NORTH OF MILEPOLE 69, 47 FEET WEST OF
 NH0112'THE WEST RAIL, 28 FEET SOUTH OF THE NORTHEAST CORNER OF STEEL
 NH0112'POLE FENCE AROUND THE MORTON CHEMICAL COMPANY, 55 FEET SOUTHWEST
 NH0112'OF THE CENTER LINE OF THE CROSSING, 35 FEET SOUTHWEST OF A
 NH0112'STEEL POST SUPPORTING A RAILROAD SIGNAL CONTROL BOX, 1 FOOT
 NH0112'EAST OF THE FENCE LINE, 1 1/2 FEET NORTH OF A STEEL WITNESS
 NH0112'POST, ABOUT LEVEL WITH THE TRACK, AND IS A DISK ON COPPER
 NH0112'COATED STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY A 6-INCH
 NH0112'TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH
 NH0112'OF 24 FEET.
 NH0112
 NH0112                          STATION RECOVERY (1994)
 NH0112
 NH0112'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0156 ***********************************************************************
 NH0156  DESIGNATION -  C 227
 NH0156  PID         -  NH0156
 NH0156  STATE/COUNTY-  IL/MCHENRY
 NH0156  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0156
 NH0156                         *CURRENT SURVEY CONTROL
 NH0156  ___________________________________________________________________
 NH0156* NAD 83(1986)-  42 11 29.     (N)    088 18 06.     (W)     SCALED    
 NH0156* NAVD 88     -       254.345  (meters)     834.46   (feet)  ADJUSTED  
 NH0156  ___________________________________________________________________
 NH0156  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH0156  DYNAMIC HT  -         254.257 (meters)     834.17  (feet)  COMP
 NH0156  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NH0156
 NH0156  VERT ORDER  -  SECOND    CLASS 0
 NH0156
 NH0156.The horizontal coordinates were scaled from a topographic map and have
 NH0156.an estimated accuracy of +/- 6 seconds.
 NH0156
 NH0156.The orthometric height was determined by differential leveling
 NH0156.and adjusted by the National Geodetic Survey in June 1991..
 NH0156
 NH0156.The geoid height was determined by GEOID03.
 NH0156
 NH0156.The dynamic height is computed by dividing the NAVD 88
 NH0156.geopotential number by the normal gravity value computed on the
 NH0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0156.degrees latitude (g = 980.6199 gals.).
 NH0156
 NH0156.The modeled gravity was interpolated from observed gravity values.
 NH0156
 NH0156;                    North         East    Units  Estimated Accuracy
 NH0156;SPC IL E     -   613,360.      302,620.      MT  (+/- 180 meters Scaled)
 NH0156
 NH0156                          SUPERSEDED SURVEY CONTROL
 NH0156
 NH0156  NGVD 29 (??/??/92)  254.394  (m)          834.62   (f) ADJ UNCH    2 0
 NH0156
 NH0156.Superseded values are not recommended for survey control.
 NH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0156.See file dsdata.txt to determine how the superseded data were derived.
 NH0156
 NH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM925718(NAD 83)
 NH0156_MARKER: DB = BENCH MARK DISK
 NH0156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0156_SP_SET: 16 FEET
 NH0156_STAMPING: C 227 1960
 NH0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0156
 NH0156  HISTORY     - Date     Condition        Report By
 NH0156  HISTORY     - 1960     MONUMENTED       CGS
 NH0156  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 NH0156
 NH0156                          STATION DESCRIPTION
 NH0156
 NH0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0156'1.8 MI NW FROM ALGONQUIN.
 NH0156'ABOUT 1.85 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NH0156'RAILWAY FROM THE STATION AT ALGONQUIN, 0.4 MILE SOUTH OF MILEPOLE
 NH0156'55, 0.15 MILE SOUTH OF A 10-FOOT WOODEN BRIDGE, 45 1/2 FEET WEST
 NH0156'OF THE WEST RAIL, 58 1/2 FEET NORTHWEST OF THE 5TH. TELEPHONE
 NH0156'POLE SOUTH OF THE BRIDGE, 4 1/2 FEET NORTHEAST OF THE FIRST
 NH0156'POWER LINE POLE NORTH OF A POLE SUPPORTING THREE TRANSFORMERS,
 NH0156'1 FOOT EAST OF A RIGHT-OF-WAY FENCE LINE, 1 1/2 FEET SOUTH OF A
 NH0156'STEEL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK,
 NH0156'AND IS A DISK ON COPPER COATED STEEL ROD PROJECTING 1 INCH AND
 NH0156'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS
 NH0156'DRIVEN TO A DEPTH OF 16 FEET.
 NH0156
 NH0156                          STATION RECOVERY (2001)
 NH0156
 NH0156'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMB)
 NH0156'IN QUAD 0420882 ENTIRE AREA WAS RECONSTRUCTED IN THE MCHENRY PRAIRIE
 NH0156'TRAIL WITH A WALKING/BIKING PATH, NEW BRIDGES, ETC.  WHERE RR TRACKS
 NH0156'EXISTED. PATH COVERS ALL OF THE OLD RR RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0458 ***********************************************************************
 NH0458  DESIGNATION -  C 228
 NH0458  PID         -  NH0458
 NH0458  STATE/COUNTY-  IL/WINNEBAGO
 NH0458  USGS QUAD   -  WINNEBAGO (1976)
 NH0458
 NH0458                         *CURRENT SURVEY CONTROL
 NH0458  ___________________________________________________________________
 NH0458* NAD 83(1986)-  42 15 47.     (N)    089 10 37.     (W)     SCALED    
 NH0458* NAVD 88     -       239.618  (meters)     786.15   (feet)  ADJUSTED  
 NH0458  ___________________________________________________________________
 NH0458  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NH0458  DYNAMIC HT  -         239.540 (meters)     785.89  (feet)  COMP
 NH0458  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 NH0458
 NH0458  VERT ORDER  -  FIRST     CLASS II
 NH0458
 NH0458.The horizontal coordinates were scaled from a topographic map and have
 NH0458.an estimated accuracy of +/- 6 seconds.
 NH0458
 NH0458.The orthometric height was determined by differential leveling
 NH0458.and adjusted by the National Geodetic Survey in June 1991..
 NH0458
 NH0458.The geoid height was determined by GEOID03.
 NH0458
 NH0458.The dynamic height is computed by dividing the NAVD 88
 NH0458.geopotential number by the normal gravity value computed on the
 NH0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0458.degrees latitude (g = 980.6199 gals.).
 NH0458
 NH0458.The modeled gravity was interpolated from observed gravity values.
 NH0458
 NH0458;                    North         East    Units  Estimated Accuracy
 NH0458;SPC IL W     -   621,770.      781,660.      MT  (+/- 180 meters Scaled)
 NH0458
 NH0458                          SUPERSEDED SURVEY CONTROL
 NH0458
 NH0458  NGVD 29 (??/??/92)  239.671  (m)          786.32   (f) ADJ UNCH    1 2
 NH0458
 NH0458.Superseded values are not recommended for survey control.
 NH0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0458.See file dsdata.txt to determine how the superseded data were derived.
 NH0458
 NH0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM204812(NAD 83)
 NH0458_MARKER: DB = BENCH MARK DISK
 NH0458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0458_SP_SET: BRIDGE ABUTMENT
 NH0458_STAMPING: C 228 1960
 NH0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0458
 NH0458  HISTORY     - Date     Condition        Report By
 NH0458  HISTORY     - 1960     MONUMENTED       CGS
 NH0458  HISTORY     - 1963     GOOD             NGS
 NH0458  HISTORY     - 1971     GOOD             NGS
 NH0458  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 NH0458
 NH0458                          STATION DESCRIPTION
 NH0458
 NH0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 NH0458'3.4 MI E FROM WINNEBAGO.
 NH0458'ABOUT 3.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0458'FROM THE STATION AT WINNEBAGO, 0.1 MILE EAST OF MILE POST 97,
 NH0458'IN SECTION 13, R 11 E, T 26 N, IN THE TOP OF THE SOUTH END OF
 NH0458'THE WEST STONE ABUTMENT OF A FORMER RAILROAD BRIDGE (A 6 FOOT
 NH0458'METAL PIPE CULVERT WAS PUT BETWEEN THE TWO STONE ABUTMENTS AND A
 NH0458'FILL MADE BETWEEN THE ABANDONED ABUTMENTS).  7 1/2 FEET SOUTH OF
 NH0458'SOUTH RAIL, 15 FEET NORTH OF SOUTH END OF TOP STEP OF ABANDONED
 NH0458'ABUTMENT, 1 FOOT WEST OF EAST EDGE OF THE ABANDONED ABUTMENT
 NH0458'AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
 NH0458
 NH0458                          STATION RECOVERY (1971)
 NH0458
 NH0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NH0458'RECOVERED IN GOOD CONDITION.
 NH0458
 NH0458                          STATION RECOVERY (1997)
 NH0458
 NH0458'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0874 ***********************************************************************
 LC0874  DESIGNATION -  C 229
 LC0874  PID         -  LC0874
 LC0874  STATE/COUNTY-  IL/WOODFORD
 LC0874  USGS QUAD   -  EL PASO (1995)
 LC0874
 LC0874                         *CURRENT SURVEY CONTROL
 LC0874  ___________________________________________________________________
 LC0874* NAD 83(1986)-  40 42 56.     (N)    089 00 46.     (W)     SCALED    
 LC0874* NAVD 88     -       220.822  (meters)     724.48   (feet)  ADJUSTED  
 LC0874  ___________________________________________________________________
 LC0874  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LC0874  DYNAMIC HT  -         220.723 (meters)     724.16  (feet)  COMP
 LC0874  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 LC0874
 LC0874  VERT ORDER  -  FIRST     CLASS I
 LC0874
 LC0874.The horizontal coordinates were scaled from a topographic map and have
 LC0874.an estimated accuracy of +/- 6 seconds.
 LC0874
 LC0874.The orthometric height was determined by differential leveling
 LC0874.and adjusted by the National Geodetic Survey in June 1991..
 LC0874
 LC0874.The geoid height was determined by GEOID03.
 LC0874
 LC0874.The dynamic height is computed by dividing the NAVD 88
 LC0874.geopotential number by the normal gravity value computed on the
 LC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0874.degrees latitude (g = 980.6199 gals.).
 LC0874
 LC0874.The modeled gravity was interpolated from observed gravity values.
 LC0874
 LC0874;                    North         East    Units  Estimated Accuracy
 LC0874;SPC IL W     -   450,080.      797,490.      MT  (+/- 180 meters Scaled)
 LC0874
 LC0874                          SUPERSEDED SURVEY CONTROL
 LC0874
 LC0874  NGVD 29 (??/??/92)  220.861  (m)          724.61   (f) ADJ UNCH    1 1
 LC0874
 LC0874.Superseded values are not recommended for survey control.
 LC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0874.See file dsdata.txt to determine how the superseded data were derived.
 LC0874
 LC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL299091(NAD 83)
 LC0874_MARKER: DB = BENCH MARK DISK
 LC0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0874_STAMPING: C 229 1960
 LC0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0874+STABILITY: SURFACE MOTION
 LC0874
 LC0874  HISTORY     - Date     Condition        Report By
 LC0874  HISTORY     - 1960     MONUMENTED       CGS
 LC0874  HISTORY     - 1969     GOOD             NGS
 LC0874  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0874
 LC0874                          STATION DESCRIPTION
 LC0874
 LC0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0874'1.6 MI S FROM EL PASO.
 LC0874'ABOUT 1.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0874'THE STATION AT EL PASO, 9 1/2 POLES NORTH OF MILEPOST 812, 96 FEET
 LC0874'EAST OF THE EAST RAIL, 42 FEET NORTH OF THE CENTER LINE OF A TRAIL
 LC0874'ROAD, 1 FOOT WEST OF A FENCE, 1.6 FEET NORTHWEST OF A METAL WITNESS
 LC0874'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 LC0874'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 LC0874'OF THE GROUND.  SEC 17, T26N, R2E
 LC0874
 LC0874                          STATION RECOVERY (1998)
 LC0874
 LC0874'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0547 ***********************************************************************
 LC0547  DESIGNATION -  C 23
 LC0547  PID         -  LC0547
 LC0547  STATE/COUNTY-  IL/PIATT
 LC0547  USGS QUAD   -  MONTICELLO (1979)
 LC0547
 LC0547                         *CURRENT SURVEY CONTROL
 LC0547  ___________________________________________________________________
 LC0547* NAD 83(1986)-  40 04 47.     (N)    088 33 52.     (W)     SCALED    
 LC0547* NAVD 88     -       200.492  (meters)     657.78   (feet)  ADJUSTED  
 LC0547  ___________________________________________________________________
 LC0547  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LC0547  DYNAMIC HT  -         200.392 (meters)     657.45  (feet)  COMP
 LC0547  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 LC0547
 LC0547  VERT ORDER  -  SECOND    CLASS 0
 LC0547
 LC0547.The horizontal coordinates were scaled from a topographic map and have
 LC0547.an estimated accuracy of +/- 6 seconds.
 LC0547
 LC0547.The orthometric height was determined by differential leveling
 LC0547.and adjusted by the National Geodetic Survey in June 1991..
 LC0547
 LC0547.The geoid height was determined by GEOID03.
 LC0547
 LC0547.The dynamic height is computed by dividing the NAVD 88
 LC0547.geopotential number by the normal gravity value computed on the
 LC0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0547.degrees latitude (g = 980.6199 gals.).
 LC0547
 LC0547.The modeled gravity was interpolated from observed gravity values.
 LC0547
 LC0547;                    North         East    Units  Estimated Accuracy
 LC0547;SPC IL E     -   378,880.      280,290.      MT  (+/- 180 meters Scaled)
 LC0547
 LC0547                          SUPERSEDED SURVEY CONTROL
 LC0547
 LC0547  NGVD 29 (??/??/92)  200.562  (m)          658.01   (f) ADJ UNCH    2 0
 LC0547
 LC0547.Superseded values are not recommended for survey control.
 LC0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0547.See file dsdata.txt to determine how the superseded data were derived.
 LC0547
 LC0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK666377(NAD 83)
 LC0547_MARKER: DB = BENCH MARK DISK
 LC0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0547_SP_SET: BRIDGE
 LC0547_STAMPING: C 23 1934
 LC0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0547
 LC0547  HISTORY     - Date     Condition        Report By
 LC0547  HISTORY     - 1934     MONUMENTED       CGS
 LC0547
 LC0547                          STATION DESCRIPTION
 LC0547
 LC0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0547'2 MI S FROM LODGE.
 LC0547'2.0 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE CROSSING OF
 LC0547'THE ILLINOIS CENTRAIL RAILROAD AT LODGE, PIATT COUNTY, TWO
 LC0547'POLES NORTH OF MILEPOST 142, AT STEEL BRIDGE NO. 1394, IN THE
 LC0547'TOP OF THE WEST END OF THE NORTH ABUTMENT, 3 FEET WEST OF THE
 LC0547'WEST END OF THE WEST GIRDER, 6 FEET WEST OF THE CENTERLINE OF THE
 LC0547'WEST TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD
 LC0547'DISK, STAMPED C 23 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0744 ***********************************************************************
 MF0744  DESIGNATION -  C 230
 MF0744  PID         -  MF0744
 MF0744  STATE/COUNTY-  IL/MARSHALL
 MF0744  USGS QUAD   -  WENONA (1996)
 MF0744
 MF0744                         *CURRENT SURVEY CONTROL
 MF0744  ___________________________________________________________________
 MF0744* NAD 83(1986)-  41 04 17.     (N)    089 03 03.     (W)     SCALED    
 MF0744* NAVD 88     -       201.035  (meters)     659.56   (feet)  ADJUSTED  
 MF0744  ___________________________________________________________________
 MF0744  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MF0744  DYNAMIC HT  -         200.950 (meters)     659.28  (feet)  COMP
 MF0744  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 MF0744
 MF0744  VERT ORDER  -  FIRST     CLASS I
 MF0744
 MF0744.The horizontal coordinates were scaled from a topographic map and have
 MF0744.an estimated accuracy of +/- 6 seconds.
 MF0744
 MF0744.The orthometric height was determined by differential leveling
 MF0744.and adjusted by the National Geodetic Survey in June 1991..
 MF0744
 MF0744.The geoid height was determined by GEOID03.
 MF0744
 MF0744.The dynamic height is computed by dividing the NAVD 88
 MF0744.geopotential number by the normal gravity value computed on the
 MF0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0744.degrees latitude (g = 980.6199 gals.).
 MF0744
 MF0744.The modeled gravity was interpolated from observed gravity values.
 MF0744
 MF0744;                    North         East    Units  Estimated Accuracy
 MF0744;SPC IL W     -   489,550.      793,780.      MT  (+/- 180 meters Scaled)
 MF0744
 MF0744                          SUPERSEDED SURVEY CONTROL
 MF0744
 MF0744  NGVD 29 (??/??/92)  201.085  (m)          659.73   (f) ADJ UNCH    1 1
 MF0744
 MF0744.Superseded values are not recommended for survey control.
 MF0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0744.See file dsdata.txt to determine how the superseded data were derived.
 MF0744
 MF0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL277487(NAD 83)
 MF0744_MARKER: DB = BENCH MARK DISK
 MF0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0744_STAMPING: C 230 1960
 MF0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0744+STABILITY: SURFACE MOTION
 MF0744
 MF0744  HISTORY     - Date     Condition        Report By
 MF0744  HISTORY     - 1960     MONUMENTED       CGS
 MF0744  HISTORY     - 1969     GOOD             NGS
 MF0744  HISTORY     - 19981108 GOOD             USPSQD
 MF0744
 MF0744                          STATION DESCRIPTION
 MF0744
 MF0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0744'1.3 MI N FROM WENONA.
 MF0744'ABOUT 1.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0744'THE STATION AT WENONA, 0.15 MILE SOUTH OF MILEPOST 837, 110 1/2
 MF0744'FEET EAST-SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 MF0744'AND A GRAVELED ROAD, 96 FEET EAST OF THE EAST RAIL, 35 FEET SOUTH
 MF0744'OF THE CENTER LINE OF THE ROAD, 54 FEET SOUTH AND ACROSS THE ROAD
 MF0744'FROM POWER POLE NUMBER 6162-618, 13 FEET SOUTH OF A CORNER FENCE
 MF0744'POST, 1 FOOT WEST OF A FENCE, 2.3 FEET SOUTH OF A METAL WITNESS
 MF0744'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 MF0744'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 MF0744'OF THE GROUND.  SEC 13, T30N, R1E
 MF0744
 MF0744                          STATION RECOVERY (1998)
 MF0744
 MF0744'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0402 ***********************************************************************
 MF0402  DESIGNATION -  C 231
 MF0402  PID         -  MF0402
 MF0402  STATE/COUNTY-  IL/LA SALLE
 MF0402  USGS QUAD   -  OTTAWA (1994)
 MF0402
 MF0402                         *CURRENT SURVEY CONTROL
 MF0402  ___________________________________________________________________
 MF0402* NAD 83(1986)-  41 20 23.     (N)    088 46 01.     (W)     SCALED    
 MF0402* NAVD 88     -       146.864  (meters)     481.84   (feet)  ADJUSTED  
 MF0402  ___________________________________________________________________
 MF0402  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MF0402  DYNAMIC HT  -         146.807 (meters)     481.65  (feet)  COMP
 MF0402  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 MF0402
 MF0402  VERT ORDER  -  FIRST     CLASS II
 MF0402
 MF0402.The horizontal coordinates were scaled from a topographic map and have
 MF0402.an estimated accuracy of +/- 6 seconds.
 MF0402
 MF0402.The orthometric height was determined by differential leveling
 MF0402.and adjusted by the National Geodetic Survey in June 1991..
 MF0402
 MF0402.The geoid height was determined by GEOID03.
 MF0402
 MF0402.The dynamic height is computed by dividing the NAVD 88
 MF0402.geopotential number by the normal gravity value computed on the
 MF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0402.degrees latitude (g = 980.6199 gals.).
 MF0402
 MF0402.The modeled gravity was interpolated from observed gravity values.
 MF0402
 MF0402;                    North         East    Units  Estimated Accuracy
 MF0402;SPC IL E     -   518,860.      263,710.      MT  (+/- 180 meters Scaled)
 MF0402
 MF0402                          SUPERSEDED SURVEY CONTROL
 MF0402
 MF0402  NGVD 29 (??/??/92)  146.925  (m)          482.04   (f) ADJ UNCH    1 2
 MF0402
 MF0402.Superseded values are not recommended for survey control.
 MF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0402.See file dsdata.txt to determine how the superseded data were derived.
 MF0402
 MF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL521779(NAD 83)
 MF0402_MARKER: DB = BENCH MARK DISK
 MF0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0402_SP_SET: BRIDGE
 MF0402_STAMPING: C 231 1960
 MF0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0402
 MF0402  HISTORY     - Date     Condition        Report By
 MF0402  HISTORY     - 1960     MONUMENTED       CGS
 MF0402  HISTORY     - 1970     MARK NOT FOUND   USGS
 MF0402  HISTORY     - 1979     MARK NOT FOUND   NGS
 MF0402  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MF0402  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF0402  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF0402  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF0402
 MF0402                          STATION DESCRIPTION
 MF0402
 MF0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0402'3 MI NW FROM MARSEILLES.
 MF0402'ABOUT 3.0 MILES NORTHWEST ALONG COMMERCE STREET AND A GRAVEL
 MF0402'ROAD ALONG THE SOUTH SIDE OF ABANDONED ILLINOIS AND MICHIGAN
 MF0402'CANAL FROM THE JUNCTION OF MAIN STREET AT MARSEILLES, IN S-9,
 MF0402'R-4E, T-33N, 0.4 MILE WEST OF THE JUNCTION OF ROAD LEADING
 MF0402'SOUTH OF A TWO-STORY BRICK FARMHOUSE, 0.3 MILE EAST OF THE
 MF0402'CROSSING OF RAILROAD SPUR TRACK AND INTERSECTION OF HAULING
 MF0402'ROAD FOR THE MATERIAL SERVICE CORPORATION PLANT, 11 FEET NORTH
 MF0402'OF THE CENTER LINE OF THE ROAD, IN TOP OF THE NORTHWEST END
 MF0402'OF NORTHWEST WING WALL OF A NARROW CONCRETE BRIDGE UNDER GRAVEL
 MF0402'ROAD, 3 FEET NORTHWEST OF THE WEST END OF HEAD WALL AND NORTH
 MF0402'BANISTER, AND ABOUT 2 FEET BELOW THE LEVEL OF GRAVEL ROAD.
 MF0402'NOTE-- BRIDGE BELIEVED TO BE REPLACED.
 MF0402
 MF0402                          STATION RECOVERY (1970)
 MF0402
 MF0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MF0402'MARK NOT FOUND.
 MF0402
 MF0402                          STATION RECOVERY (1979)
 MF0402
 MF0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MF0402'MARK NOT FOUND.
 MF0402
 MF0402                          STATION RECOVERY (1989)
 MF0402
 MF0402'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 MF0402'MARK NOT FOUND.
 MF0402
 MF0402                          STATION RECOVERY (1997)
 MF0402
 MF0402'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0402'MARK NOT FOUND.
 MF0402
 MF0402                          STATION RECOVERY (2001)
 MF0402
 MF0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0402
 MF0402                          STATION RECOVERY (2002)
 MF0402
 MF0402'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0847 ***********************************************************************
 MF0847  DESIGNATION -  C 232
 MF0847  PID         -  MF0847
 MF0847  STATE/COUNTY-  IL/LA SALLE
 MF0847  USGS QUAD   -  LA SALLE (1993)
 MF0847
 MF0847                         *CURRENT SURVEY CONTROL
 MF0847  ___________________________________________________________________
 MF0847* NAD 83(1986)-  41 20 26.     (N)    089 01 39.     (W)     SCALED    
 MF0847* NAVD 88     -       142.811  (meters)     468.54   (feet)  ADJUSTED  
 MF0847  ___________________________________________________________________
 MF0847  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF0847  DYNAMIC HT  -         142.754 (meters)     468.35  (feet)  COMP
 MF0847  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 MF0847
 MF0847  VERT ORDER  -  FIRST     CLASS II
 MF0847
 MF0847.The horizontal coordinates were scaled from a topographic map and have
 MF0847.an estimated accuracy of +/- 6 seconds.
 MF0847
 MF0847.The orthometric height was determined by differential leveling
 MF0847.and adjusted by the National Geodetic Survey in June 1991..
 MF0847
 MF0847.The geoid height was determined by GEOID03.
 MF0847
 MF0847.The dynamic height is computed by dividing the NAVD 88
 MF0847.geopotential number by the normal gravity value computed on the
 MF0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0847.degrees latitude (g = 980.6199 gals.).
 MF0847
 MF0847.The modeled gravity was interpolated from observed gravity values.
 MF0847
 MF0847;                    North         East    Units  Estimated Accuracy
 MF0847;SPC IL E     -   519,090.      241,900.      MT  (+/- 180 meters Scaled)
 MF0847
 MF0847                          SUPERSEDED SURVEY CONTROL
 MF0847
 MF0847  NGVD 29 (??/??/92)  142.874  (m)          468.75   (f) ADJ UNCH    1 2
 MF0847
 MF0847.Superseded values are not recommended for survey control.
 MF0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0847.See file dsdata.txt to determine how the superseded data were derived.
 MF0847
 MF0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL303785(NAD 83)
 MF0847_MARKER: DB = BENCH MARK DISK
 MF0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0847_STAMPING: C 232 1960
 MF0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0847+STABILITY: SURFACE MOTION
 MF0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0847+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 MF0847
 MF0847  HISTORY     - Date     Condition        Report By
 MF0847  HISTORY     - 1960     MONUMENTED       CGS
 MF0847  HISTORY     - 19970820 GOOD             USPSQD
 MF0847  HISTORY     - 20020803 GOOD             USPSQD
 MF0847
 MF0847                          STATION DESCRIPTION
 MF0847
 MF0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0847'3.1 MI E FROM LA SALLE.
 MF0847'ABOUT 3.1 MILES EAST ALONG RAOD ALONG SOUTH SIDE OF ABANDONED
 MF0847'ILLINOIS AND MICHIGAN CANAL FROM ILLINOIS CENTRAL RAILROAD AT
 MF0847'LA SALLE, IN S-8, R-2E, T-33N, 24 FEET SOUTH OF CENTER LINE OF
 MF0847'CANAL ROAD (TOWPATH), AT A TURN-OUT PLACE IN TOWPATH AND AT EAST
 MF0847'HALF OF SAME, 0.05 MILE SOUTHWEST OF AND ACROSS RAILROAD, CANAL,
 MF0847'AND TOWPATH ROAD FROM CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MF0847'MILEPOST NO. 95, ABOUT 1/2 FOOT BELOW THE LEVEL OF TOWPATH ROAD,
 MF0847'2.3 FEET NORTHEAST OF A STEEL WITNESS POST, AND SET IN TOP OF
 MF0847'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK CAN BE
 MF0847'REACHED BY GOING ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 178
 MF0847'FROM THE INTERSECTION OF CHURCH STREET AT UTICA, THENCE ABOUT
 MF0847'0.2 MILE WEST ALONG JOHNSON STREET, THENCE ABOUT 0.05 MILE NORTH
 MF0847'ALONG MORTON STREET, THENCE ABOUT 0.7 MILE WEST ALONG TOWPATH
 MF0847'OR CANAL ROAD ALONG THE SOUTH SIDE OF ABANDONED ILLINOIS AND
 MF0847'MICHIGAN CANAL.
 MF0847
 MF0847                          STATION RECOVERY (1997)
 MF0847
 MF0847'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0847'RECOVERED IN GOOD CONDITION.
 MF0847
 MF0847                          STATION RECOVERY (2002)
 MF0847
 MF0847'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0763 ***********************************************************************
 MF0763  DESIGNATION -  C 233
 MF0763  PID         -  MF0763
 MF0763  STATE/COUNTY-  IL/MARSHALL
 MF0763  USGS QUAD   -  LACON (1972)
 MF0763
 MF0763                         *CURRENT SURVEY CONTROL
 MF0763  ___________________________________________________________________
 MF0763* NAD 83(1986)-  41 04 31.     (N)    089 24 41.     (W)     SCALED    
 MF0763* NAVD 88     -       144.733  (meters)     474.84   (feet)  ADJUSTED  
 MF0763  ___________________________________________________________________
 MF0763  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0763  DYNAMIC HT  -         144.671 (meters)     474.64  (feet)  COMP
 MF0763  MODELED GRAV-     980,197.9   (mgal)                       NAVD 88
 MF0763
 MF0763  VERT ORDER  -  FIRST     CLASS II
 MF0763
 MF0763.The horizontal coordinates were scaled from a topographic map and have
 MF0763.an estimated accuracy of +/- 6 seconds.
 MF0763
 MF0763.The orthometric height was determined by differential leveling
 MF0763.and adjusted by the National Geodetic Survey in June 1991..
 MF0763
 MF0763.The geoid height was determined by GEOID03.
 MF0763
 MF0763.The dynamic height is computed by dividing the NAVD 88
 MF0763.geopotential number by the normal gravity value computed on the
 MF0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0763.degrees latitude (g = 980.6199 gals.).
 MF0763
 MF0763.The modeled gravity was interpolated from observed gravity values.
 MF0763
 MF0763;                    North         East    Units  Estimated Accuracy
 MF0763;SPC IL W     -   489,660.      763,470.      MT  (+/- 180 meters Scaled)
 MF0763
 MF0763                          SUPERSEDED SURVEY CONTROL
 MF0763
 MF0763  NGVD 29 (??/??/92)  144.802  (m)          475.07   (f) ADJ UNCH    1 2
 MF0763
 MF0763.Superseded values are not recommended for survey control.
 MF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0763.See file dsdata.txt to determine how the superseded data were derived.
 MF0763
 MF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL974499(NAD 83)
 MF0763_MARKER: DB = BENCH MARK DISK
 MF0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0763_STAMPING: C 233 1960
 MF0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0763+STABILITY: SURFACE MOTION
 MF0763
 MF0763  HISTORY     - Date     Condition        Report By
 MF0763  HISTORY     - 1960     MONUMENTED       CGS
 MF0763  HISTORY     - 19981107 GOOD             USPSQD
 MF0763
 MF0763                          STATION DESCRIPTION
 MF0763
 MF0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0763'3.3 MI SW FROM HENRY.
 MF0763'ABOUT 3.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 MF0763'PACIFIC RAILROAD FROM THE STATION AT HENRY, ABOUT 3.7 MILES
 MF0763'NORTH OF THE STATION AT SPARLAND, NEAR LINE BETWEEN SECTIONS
 MF0763'25-36, R 9 E, T 13 N, AT A FIELD ROAD CROSSING, 46 FEET SOUTHEAST
 MF0763'OF SOUTHEAST RAIL, 111 FEET NORTHEAST OF CENTER OF CROSSING, 105
 MF0763'FEET NORTHEAST OF CENTER OF A GATE ACROSS FIELD ROAD, 66 FEET
 MF0763'EAST AND ACROSS TRACK FROM MILE POST 131, 9 FEET EAST OF A
 MF0763'TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 2 FEET
 MF0763'WEST-SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE
 MF0763'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF0763'2 INCHES.
 MF0763
 MF0763                          STATION RECOVERY (1998)
 MF0763
 MF0763'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1355 ***********************************************************************
 LC1355  DESIGNATION -  C 234
 LC1355  PID         -  LC1355
 LC1355  STATE/COUNTY-  IL/PEORIA
 LC1355  USGS QUAD   -  SPRING BAY (1996)
 LC1355
 LC1355                         *CURRENT SURVEY CONTROL
 LC1355  ___________________________________________________________________
 LC1355* NAD 83(1986)-  40 49 53.     (N)    089 33 21.     (W)     SCALED    
 LC1355* NAVD 88     -       142.456  (meters)     467.37   (feet)  ADJUSTED  
 LC1355  ___________________________________________________________________
 LC1355  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1355  DYNAMIC HT  -         142.392 (meters)     467.16  (feet)  COMP
 LC1355  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 LC1355
 LC1355  VERT ORDER  -  FIRST     CLASS II
 LC1355
 LC1355.The horizontal coordinates were scaled from a topographic map and have
 LC1355.an estimated accuracy of +/- 6 seconds.
 LC1355
 LC1355.The orthometric height was determined by differential leveling
 LC1355.and adjusted by the National Geodetic Survey in June 1991..
 LC1355
 LC1355.The geoid height was determined by GEOID03.
 LC1355
 LC1355.The dynamic height is computed by dividing the NAVD 88
 LC1355.geopotential number by the normal gravity value computed on the
 LC1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1355.degrees latitude (g = 980.6199 gals.).
 LC1355
 LC1355.The modeled gravity was interpolated from observed gravity values.
 LC1355
 LC1355;                    North         East    Units  Estimated Accuracy
 LC1355;SPC IL W     -   462,480.      751,520.      MT  (+/- 180 meters Scaled)
 LC1355
 LC1355                          SUPERSEDED SURVEY CONTROL
 LC1355
 LC1355  NGVD 29 (??/??/92)  142.541  (m)          467.65   (f) ADJ UNCH    1 2
 LC1355
 LC1355.Superseded values are not recommended for survey control.
 LC1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1355.See file dsdata.txt to determine how the superseded data were derived.
 LC1355
 LC1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL844231(NAD 83)
 LC1355_MARKER: DB = BENCH MARK DISK
 LC1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1355_STAMPING: C 234 1960
 LC1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1355+STABILITY: SURFACE MOTION
 LC1355
 LC1355  HISTORY     - Date     Condition        Report By
 LC1355  HISTORY     - 1960     MONUMENTED       CGS
 LC1355  HISTORY     - 19990131 GOOD             USPSQD
 LC1355
 LC1355                          STATION DESCRIPTION
 LC1355
 LC1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1355'7.1 MI SW FROM CHILLICOTHE.
 LC1355'ABOUT 7.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 LC1355'PACIFIC RAILROAD FROM THE STATION AT CHILLICOTHE, 0.2 MILE
 LC1355'NORTHEAST OF MILE POST 150, IN SECTION 23, R 8 E, T 10 N, ABOUT
 LC1355'0.4 MILE SOUTHWEST OF JUNCTION OF STATE HIGHWAY 29 AND ENTRANCE
 LC1355'ROAD TO CATERPILLAR TRACTOR COMPANY PLANT, 34.2 FEET SOUTHEAST
 LC1355'OF SOUTHEAST RAIL, 111 FEET SOUTH OF CENTER OF CROSSING OF A
 LC1355'NARROW BLACK TOP DRIVE LEADING TO HOUSES ON SOUTHEAST SIDE OF
 LC1355'TRACK, 236 FEET NORTHEAST OF SOUTHEAST END OF A 30-INCH CAST
 LC1355'IRON PIPE CULVERT UNDER TRACK, 34 FEET NORTHWEST OF CENTER LINE
 LC1355'OF A PRIVATE GRAVEL DRIVE PARALLEL TO TRACK, 121 FEET SOUTH AND
 LC1355'ACROSS BLACK TOP ROAD FROM CROSSING SIGN, 3 FEET NORTH-NORTHEAST
 LC1355'OF MILEAGE POLE NO. 149+34, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK
 LC1355'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LC1355
 LC1355                          STATION RECOVERY (1999)
 LC1355
 LC1355'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1319 ***********************************************************************
 LC1319  DESIGNATION -  C 235
 LC1319  PID         -  LC1319
 LC1319  STATE/COUNTY-  IL/TAZEWELL
 LC1319  USGS QUAD   -  PEORIA EAST (1996)
 LC1319
 LC1319                         *CURRENT SURVEY CONTROL
 LC1319  ___________________________________________________________________
 LC1319* NAD 83(1986)-  40 41 01.     (N)    089 35 25.     (W)     SCALED    
 LC1319* NAVD 88     -       137.048  (meters)     449.63   (feet)  ADJUSTED  
 LC1319  ___________________________________________________________________
 LC1319  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LC1319  DYNAMIC HT  -         136.985 (meters)     449.43  (feet)  COMP
 LC1319  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 LC1319
 LC1319  VERT ORDER  -  FIRST     CLASS II
 LC1319
 LC1319.The horizontal coordinates were scaled from a topographic map and have
 LC1319.an estimated accuracy of +/- 6 seconds.
 LC1319
 LC1319.The orthometric height was determined by differential leveling
 LC1319.and adjusted by the National Geodetic Survey in June 1991..
 LC1319
 LC1319.The geoid height was determined by GEOID03.
 LC1319
 LC1319.The dynamic height is computed by dividing the NAVD 88
 LC1319.geopotential number by the normal gravity value computed on the
 LC1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1319.degrees latitude (g = 980.6199 gals.).
 LC1319
 LC1319.The modeled gravity was interpolated from observed gravity values.
 LC1319
 LC1319;                    North         East    Units  Estimated Accuracy
 LC1319;SPC IL W     -   446,050.      748,720.      MT  (+/- 180 meters Scaled)
 LC1319
 LC1319                          SUPERSEDED SURVEY CONTROL
 LC1319
 LC1319  NGVD 29 (??/??/92)  137.144  (m)          449.95   (f) ADJ UNCH    1 2
 LC1319
 LC1319.Superseded values are not recommended for survey control.
 LC1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1319.See file dsdata.txt to determine how the superseded data were derived.
 LC1319
 LC1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL811068(NAD 83)
 LC1319_MARKER: DB = BENCH MARK DISK
 LC1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1319_SP_SET: BRIDGE
 LC1319_STAMPING: C 235 1960
 LC1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1319
 LC1319  HISTORY     - Date     Condition        Report By
 LC1319  HISTORY     - 1960     MONUMENTED       CGS
 LC1319
 LC1319                          STATION DESCRIPTION
 LC1319
 LC1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1319'AT EAST PEORIA.
 LC1319'AT EAST PEORIA, ACROSS THE ILLINOIS RIVER FROM PEORIA, PEORIA
 LC1319'COUNTY, AT THE SOUTHEAST END OF THE TOLEDO, PEORIA AND WESTERN
 LC1319'RAILROAD BRIDGE OVER THE ILLINOIS RIVER, JUST SOUTHWEST OF THE
 LC1319'SOUTHEAST END OF FRANKLIN STREET BRIDGE OVER ILLINOIS RIVER, IN
 LC1319'SECTION 29, R 4 W, T 26 N, IN THE TOP OF THE BRIDGE SEAT OF
 LC1319'SOUTHEAST CONCRETE ABUTMENT OF RAILROAD BRIDGE, 13.8 FEET SOUTHWEST
 LC1319'OF SOUTHWEST RAIL, 13.2 FEET NORTHWEST OF SOUTHWEST END OF
 LC1319'BRIDGE SEAT AND 1.4 FOOT SOUTHEAST OF NORTHWEST EDGE OF BRIDGE
 LC1319'SEAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0607 ***********************************************************************
 MF0607  DESIGNATION -  C 236
 MF0607  PID         -  MF0607
 MF0607  STATE/COUNTY-  IL/LEE
 MF0607  USGS QUAD   -  COMPTON (1993)
 MF0607
 MF0607                         *CURRENT SURVEY CONTROL
 MF0607  ___________________________________________________________________
 MF0607* NAD 83(1986)-  41 37 38.     (N)    089 04 19.     (W)     SCALED    
 MF0607* NAVD 88     -       265.684  (meters)     871.66   (feet)  ADJUSTED  
 MF0607  ___________________________________________________________________
 MF0607  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0607  DYNAMIC HT  -         265.581 (meters)     871.33  (feet)  COMP
 MF0607  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 MF0607
 MF0607  VERT ORDER  -  FIRST     CLASS I
 MF0607
 MF0607.The horizontal coordinates were scaled from a topographic map and have
 MF0607.an estimated accuracy of +/- 6 seconds.
 MF0607
 MF0607.The orthometric height was determined by differential leveling
 MF0607.and adjusted by the National Geodetic Survey in June 1991..
 MF0607
 MF0607.The geoid height was determined by GEOID03.
 MF0607
 MF0607.The dynamic height is computed by dividing the NAVD 88
 MF0607.geopotential number by the normal gravity value computed on the
 MF0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0607.degrees latitude (g = 980.6199 gals.).
 MF0607
 MF0607.The modeled gravity was interpolated from observed gravity values.
 MF0607
 MF0607;                    North         East    Units  Estimated Accuracy
 MF0607;SPC IL W     -   551,260.      791,220.      MT  (+/- 180 meters Scaled)
 MF0607
 MF0607                          SUPERSEDED SURVEY CONTROL
 MF0607
 MF0607  NGVD 29 (??/??/92)  265.707  (m)          871.74   (f) ADJ UNCH    1 1
 MF0607
 MF0607.Superseded values are not recommended for survey control.
 MF0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0607.See file dsdata.txt to determine how the superseded data were derived.
 MF0607
 MF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM274104(NAD 83)
 MF0607_MARKER: DB = BENCH MARK DISK
 MF0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0607_SP_SET: 24 FEET
 MF0607_STAMPING: C 236 1960
 MF0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0607
 MF0607  HISTORY     - Date     Condition        Report By
 MF0607  HISTORY     - 1960     MONUMENTED       CGS
 MF0607  HISTORY     - 1969     GOOD             NGS
 MF0607  HISTORY     - 1983     GOOD             NGS
 MF0607  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0607  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF0607  HISTORY     - 20030723 POOR             USPSQD
 MF0607
 MF0607                          STATION DESCRIPTION
 MF0607
 MF0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0607'6.2 MI N FROM MENDOTA.
 MF0607'ABOUT 6.25 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0607'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 0.1
 MF0607'MILE WEST OF THE PENROSE GRAIN ELEVATOR AT WELLAND, 49 1/2
 MF0607'FEET WEST OF THE WEST RAIL, 22 FEET NORTH OF THE CENTER LINE
 MF0607'OF A GRAVELED ROAD WHICH IS THE LEE-LA SALLE COUNTY LINE, 78
 MF0607'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS
 MF0607'NORTHEAST, 2 1/2 FEET NORTH OF A POWER POLE, 1 1/2 FEET SOUTH
 MF0607'OF A METAL WITNESS POST, ABOUT 15 FEET BELOW THE LEVEL OF THE
 MF0607'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 MF0607'DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH TIL
 MF0607'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 MF0607'SEC 35, T 37N, R 1E.
 MF0607
 MF0607                          STATION RECOVERY (1983)
 MF0607
 MF0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MF0607'RECOVERED IN GOOD CONDITION.
 MF0607
 MF0607                          STATION RECOVERY (1995)
 MF0607
 MF0607'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0607'MARK NOT FOUND.
 MF0607
 MF0607                          STATION RECOVERY (2002)
 MF0607
 MF0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0607'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0607
 MF0607                          STATION RECOVERY (2003)
 MF0607
 MF0607'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0607'TILE ENCASED ROD LOCATED, NO DISK ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0774 ***********************************************************************
 MF0774  DESIGNATION -  C 237
 MF0774  PID         -  MF0774
 MF0774  STATE/COUNTY-  IL/PUTNAM
 MF0774  USGS QUAD   -  FLORID (1972)
 MF0774
 MF0774                         *CURRENT SURVEY CONTROL
 MF0774  ___________________________________________________________________
 MF0774* NAD 83(1986)-  41 08 54.     (N)    089 22 14.     (W)     SCALED    
 MF0774* NAVD 88     -       158.414  (meters)     519.73   (feet)  ADJUSTED  
 MF0774  ___________________________________________________________________
 MF0774  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0774  DYNAMIC HT  -         158.347 (meters)     519.51  (feet)  COMP
 MF0774  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MF0774
 MF0774  VERT ORDER  -  FIRST     CLASS II
 MF0774
 MF0774.The horizontal coordinates were scaled from a topographic map and have
 MF0774.an estimated accuracy of +/- 6 seconds.
 MF0774
 MF0774.The orthometric height was determined by differential leveling
 MF0774.and adjusted by the National Geodetic Survey in June 1991..
 MF0774
 MF0774.The geoid height was determined by GEOID03.
 MF0774
 MF0774.The dynamic height is computed by dividing the NAVD 88
 MF0774.geopotential number by the normal gravity value computed on the
 MF0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0774.degrees latitude (g = 980.6199 gals.).
 MF0774
 MF0774.The modeled gravity was interpolated from observed gravity values.
 MF0774
 MF0774;                    North         East    Units  Estimated Accuracy
 MF0774;SPC IL W     -   497,800.      766,830.      MT  (+/- 180 meters Scaled)
 MF0774
 MF0774                          SUPERSEDED SURVEY CONTROL
 MF0774
 MF0774  NGVD 29 (??/??/92)  158.487  (m)          519.97   (f) ADJ UNCH    1 2
 MF0774
 MF0774.Superseded values are not recommended for survey control.
 MF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0774.See file dsdata.txt to determine how the superseded data were derived.
 MF0774
 MF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL010579(NAD 83)
 MF0774_MARKER: DB = BENCH MARK DISK
 MF0774_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0774_SP_SET: 40 FEET
 MF0774_STAMPING: C 237 1960
 MF0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0774
 MF0774  HISTORY     - Date     Condition        Report By
 MF0774  HISTORY     - 1960     MONUMENTED       CGS
 MF0774  HISTORY     - 19970903 GOOD             USPSQD
 MF0774
 MF0774                          STATION DESCRIPTION
 MF0774
 MF0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0774'2.8 MI SE FROM PUTNAM.
 MF0774'ABOUT 2.75 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND
 MF0774'AND PACIFIC RAILROAD FROM THE STATION AT PUTNAM, ABOUT 2.85
 MF0774'MILES NORTH OF THE STATION AT HENRY, AT CROSSING OF A GRADED
 MF0774'ROAD AND THE PUTNAM-MARSHALL COUNTY LINE, IN SECTION 32, R 10 E,
 MF0774'T 14-N, 0.15 MILE NORTHWEST OF MILE POST 125, 38 1/2 FEET
 MF0774'NORTHEAST OF NORTHEAST RAIL, 82 FEET NORTH OF CENTER OF CROSSING,
 MF0774'78 FEET WEST OF A POWER POLE, 2 1/2 FEET SOUTHWEST OF MILEAGE
 MF0774'TELEPHONE POLE NO. 124+33, AND IN LINE WITH ROW OF TELEPHONE
 MF0774'POLES, 8 1/2 FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET
 MF0774'NORTHWEST OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 MF0774'LEVEL OF TRACK AND IS A DISK ON TOP OF A COPPER-COATED STEEL
 MF0774'ROD PROJECTING 1 INCH AND PROTECTED BY A 6-INCH TILE WHICH
 MF0774'PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 MF0774
 MF0774                          STATION RECOVERY (1997)
 MF0774
 MF0774'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1521 ***********************************************************************
 LC1521  DESIGNATION -  C 238
 LC1521  PID         -  LC1521
 LC1521  STATE/COUNTY-  IL/TAZEWELL
 LC1521  USGS QUAD   -  PEKIN (1996)
 LC1521
 LC1521                         *CURRENT SURVEY CONTROL
 LC1521  ___________________________________________________________________
 LC1521* NAD 83(1986)-  40 32 05.     (N)    089 42 59.     (W)     SCALED    
 LC1521* NAVD 88     -       138.791  (meters)     455.35   (feet)  ADJUSTED  
 LC1521  ___________________________________________________________________
 LC1521  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LC1521  DYNAMIC HT  -         138.725 (meters)     455.13  (feet)  COMP
 LC1521  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 LC1521
 LC1521  VERT ORDER  -  FIRST     CLASS II
 LC1521
 LC1521.The horizontal coordinates were scaled from a topographic map and have
 LC1521.an estimated accuracy of +/- 6 seconds.
 LC1521
 LC1521.The orthometric height was determined by differential leveling
 LC1521.and adjusted by the National Geodetic Survey in June 1991..
 LC1521
 LC1521.The geoid height was determined by GEOID03.
 LC1521
 LC1521.The dynamic height is computed by dividing the NAVD 88
 LC1521.geopotential number by the normal gravity value computed on the
 LC1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1521.degrees latitude (g = 980.6199 gals.).
 LC1521
 LC1521.The modeled gravity was interpolated from observed gravity values.
 LC1521
 LC1521;                    North         East    Units  Estimated Accuracy
 LC1521;SPC IL W     -   429,460.      738,150.      MT  (+/- 180 meters Scaled)
 LC1521
 LC1521                          SUPERSEDED SURVEY CONTROL
 LC1521
 LC1521  NGVD 29 (??/??/92)  138.893  (m)          455.68   (f) ADJ UNCH    1 2
 LC1521
 LC1521.Superseded values are not recommended for survey control.
 LC1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1521.See file dsdata.txt to determine how the superseded data were derived.
 LC1521
 LC1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK699906(NAD 83)
 LC1521_MARKER: DB = BENCH MARK DISK
 LC1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1521_STAMPING: C 238 1961
 LC1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1521+STABILITY: SURFACE MOTION
 LC1521
 LC1521  HISTORY     - Date     Condition        Report By
 LC1521  HISTORY     - 1961     MONUMENTED       CGS
 LC1521
 LC1521                          STATION DESCRIPTION
 LC1521
 LC1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1521'2 MI WSW FROM POWERTON.
 LC1521'ABOUT 2.0 MILES WEST-SOUTHWEST ALONG THE POWERTON-MANITO ROAD
 LC1521'FROM THE GATE AT THE POWERTON PLANT, 0.9 MILE NORTHEAST OF THE
 LC1521'NORTHEAST END OF A LARGE BRIDGE OVER THE MACKINAW RIVER, 38.5
 LC1521'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 9.6 FEET SOUTHWEST
 LC1521'OF THE CENTER OF A GATE, 8.1 FEET NORTHWEST OF A 12-INCH PIPE
 LC1521'CULVERT UNDER A DRIVE, 1 FOOT SOUTHEAST OF A FENCE LINE, 3.6
 LC1521'FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 LC1521'OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC1521'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1221 ***********************************************************************
 LC1221  DESIGNATION -  C 239
 LC1221  PID         -  LC1221
 LC1221  STATE/COUNTY-  IL/MASON
 LC1221  USGS QUAD   -  TOPEKA (1982)
 LC1221
 LC1221                         *CURRENT SURVEY CONTROL
 LC1221  ___________________________________________________________________
 LC1221* NAD 83(1986)-  40 21 45.     (N)    089 59 17.     (W)     SCALED    
 LC1221* NAVD 88     -       145.101  (meters)     476.05   (feet)  ADJUSTED  
 LC1221  ___________________________________________________________________
 LC1221  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LC1221  DYNAMIC HT  -         145.030 (meters)     475.82  (feet)  COMP
 LC1221  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 LC1221
 LC1221  VERT ORDER  -  FIRST     CLASS II
 LC1221
 LC1221.The horizontal coordinates were scaled from a topographic map and have
 LC1221.an estimated accuracy of +/- 6 seconds.
 LC1221
 LC1221.The orthometric height was determined by differential leveling
 LC1221.and adjusted by the National Geodetic Survey in June 1991..
 LC1221
 LC1221.The geoid height was determined by GEOID03.
 LC1221
 LC1221.The dynamic height is computed by dividing the NAVD 88
 LC1221.geopotential number by the normal gravity value computed on the
 LC1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1221.degrees latitude (g = 980.6199 gals.).
 LC1221
 LC1221.The modeled gravity was interpolated from observed gravity values.
 LC1221
 LC1221;                    North         East    Units  Estimated Accuracy
 LC1221;SPC IL W     -   410,250.      715,170.      MT  (+/- 180 meters Scaled)
 LC1221
 LC1221                          SUPERSEDED SURVEY CONTROL
 LC1221
 LC1221  NGVD 29 (??/??/92)  145.208  (m)          476.40   (f) ADJ UNCH    1 2
 LC1221
 LC1221.Superseded values are not recommended for survey control.
 LC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1221.See file dsdata.txt to determine how the superseded data were derived.
 LC1221
 LC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK462722(NAD 83)
 LC1221_MARKER: DB = BENCH MARK DISK
 LC1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1221_STAMPING: C 239 1961
 LC1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1221+STABILITY: SURFACE MOTION
 LC1221
 LC1221  HISTORY     - Date     Condition        Report By
 LC1221  HISTORY     - 1961     MONUMENTED       CGS
 LC1221
 LC1221                          STATION DESCRIPTION
 LC1221
 LC1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1221'9.7 MI W FROM FOREST CITY.
 LC1221'ABOUT 8.7 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 LC1221'OFFICE AT FOREST CITY, THENCE 1.0 MILE NORTH ALONG A BLACK TOP
 LC1221'ROAD, AT THE BOTTOM OF A SMALL HILL, NEAR THE JUNCTION OF A WOODS
 LC1221'ROAD LEADING EAST, 99 FEET EAST OF THE CENTER LINE OF THE BLACK
 LC1221'TOP ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE WOODS ROAD, 45
 LC1221'FEET EAST OF A FENCE CORNER (NORTHEAST ONE OF TWO FENCE CORNERS),
 LC1221'1.5 FEET NORTH OF A FENCE LINE, 2 FEET WEST OF A METAL WITNESS
 LC1221'POST, 3 FEET BELOW THE LEVEL OF THE BLACK TOP ROAD, SET IN THE
 LC1221'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 LC1221'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0266 ***********************************************************************
 LD0266  DESIGNATION -  C 240
 LD0266  PID         -  LD0266
 LD0266  STATE/COUNTY-  IL/MASON
 LD0266  USGS QUAD   -  HAVANA (1947)
 LD0266
 LD0266                         *CURRENT SURVEY CONTROL
 LD0266  ___________________________________________________________________
 LD0266* NAD 83(1986)-  40 17 47.     (N)    090 02 50.     (W)     SCALED    
 LD0266* NAVD 88     -       145.047  (meters)     475.88   (feet)  ADJUSTED  
 LD0266  ___________________________________________________________________
 LD0266  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0266  DYNAMIC HT  -         144.975 (meters)     475.64  (feet)  COMP
 LD0266  MODELED GRAV-     980,127.6   (mgal)                       NAVD 88
 LD0266
 LD0266  VERT ORDER  -  FIRST     CLASS II
 LD0266
 LD0266.The horizontal coordinates were scaled from a topographic map and have
 LD0266.an estimated accuracy of +/- 6 seconds.
 LD0266
 LD0266.The orthometric height was determined by differential leveling
 LD0266.and adjusted by the National Geodetic Survey in June 1991..
 LD0266
 LD0266.The geoid height was determined by GEOID03.
 LD0266
 LD0266.The dynamic height is computed by dividing the NAVD 88
 LD0266.geopotential number by the normal gravity value computed on the
 LD0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0266.degrees latitude (g = 980.6199 gals.).
 LD0266
 LD0266.The modeled gravity was interpolated from observed gravity values.
 LD0266
 LD0266;                    North         East    Units  Estimated Accuracy
 LD0266;SPC IL W     -   402,900.      710,160.      MT  (+/- 180 meters Scaled)
 LD0266
 LD0266                          SUPERSEDED SURVEY CONTROL
 LD0266
 LD0266  NGVD 29 (??/??/92)  145.142  (m)          476.19   (f) ADJ UNCH    1 2
 LD0266
 LD0266.Superseded values are not recommended for survey control.
 LD0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0266.See file dsdata.txt to determine how the superseded data were derived.
 LD0266
 LD0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE509648(NAD 83)
 LD0266_MARKER: DB = BENCH MARK DISK
 LD0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0266_SP_SET: BUILDING
 LD0266_STAMPING: C 240 1961
 LD0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LD0266+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 LD0266
 LD0266  HISTORY     - Date     Condition        Report By
 LD0266  HISTORY     - 1961     MONUMENTED       CGS
 LD0266  HISTORY     - 20050501 GOOD             ILDT
 LD0266
 LD0266                          STATION DESCRIPTION
 LD0266
 LD0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0266'1 MI E FROM HAVANA.
 LD0266'ABOUT 0.3 MILE EAST ALONG MAIN STREET FROM THE COUNTY COURTHOUSE
 LD0266'AT HAVANA, THENCE 0.25 MILE SOUTH ALONG PROMENADE STREET, THENCE
 LD0266'0.45 MILE EAST ALONG U.S. HIGHWAY 136, 194 FEET SOUTH OF THE
 LD0266'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE EAST FACE AND
 LD0266'NEAR THE NORTHEAST CORNER OF THE FREIGHT STATION OF THE CHICAGO
 LD0266'AND MIDLAND FREIGHT STATION, 17.8 FEET WEST OF THE WEST RAIL OF
 LD0266'THE MAIN TRACK, 1.1 FOOT SOUTH OF THE NORTHEAST CORNER AND 1.8
 LD0266'FEET ABOVE THE STATION PLATFORM.
 LD0266
 LD0266                          STATION RECOVERY (2005)
 LD0266
 LD0266'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (FJH)
 LD0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0185 ***********************************************************************
 JC0185  DESIGNATION -  C 241
 JC0185  PID         -  JC0185
 JC0185  STATE/COUNTY-  IL/JERSEY
 JC0185  USGS QUAD   -  GRAFTON (1990)
 JC0185
 JC0185                         *CURRENT SURVEY CONTROL
 JC0185  ___________________________________________________________________
 JC0185* NAD 83(1986)-  38 58 20.     (N)    090 27 59.     (W)     SCALED    
 JC0185* NAVD 88     -       135.629  (meters)     444.98   (feet)  ADJUSTED  
 JC0185  ___________________________________________________________________
 JC0185  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JC0185  DYNAMIC HT  -         135.545 (meters)     444.70  (feet)  COMP
 JC0185  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 JC0185
 JC0185  VERT ORDER  -  FIRST     CLASS II
 JC0185
 JC0185.The horizontal coordinates were scaled from a topographic map and have
 JC0185.an estimated accuracy of +/- 6 seconds.
 JC0185
 JC0185.The orthometric height was determined by differential leveling
 JC0185.and adjusted by the National Geodetic Survey in June 1991..
 JC0185
 JC0185.The geoid height was determined by GEOID03.
 JC0185
 JC0185.The dynamic height is computed by dividing the NAVD 88
 JC0185.geopotential number by the normal gravity value computed on the
 JC0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0185.degrees latitude (g = 980.6199 gals.).
 JC0185
 JC0185.The modeled gravity was interpolated from observed gravity values.
 JC0185
 JC0185;                    North         East    Units  Estimated Accuracy
 JC0185;SPC IL W     -   255,930.      674,030.      MT  (+/- 180 meters Scaled)
 JC0185
 JC0185                          SUPERSEDED SURVEY CONTROL
 JC0185
 JC0185  NGVD 29 (??/??/92)  135.748  (m)          445.37   (f) ADJ UNCH    1 2
 JC0185
 JC0185.Superseded values are not recommended for survey control.
 JC0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0185.See file dsdata.txt to determine how the superseded data were derived.
 JC0185
 JC0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD194167(NAD 83)
 JC0185_MARKER: DB = BENCH MARK DISK
 JC0185_SETTING: 66 = SET IN ROCK OUTCROP
 JC0185_SP_SET: ROCK CLIFF
 JC0185_STAMPING: C 241 1961
 JC0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0185+STABILITY: POSITION/ELEVATION WELL
 JC0185
 JC0185  HISTORY     - Date     Condition        Report By
 JC0185  HISTORY     - 1961     MONUMENTED       CGS
 JC0185  HISTORY     - 19990306 MARK NOT FOUND   USPSQD
 JC0185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JC0185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JC0185
 JC0185                          STATION DESCRIPTION
 JC0185
 JC0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0185'1.6 MI W FROM GRAFTON.
 JC0185'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 100 FROM THE GRAFTON
 JC0185'SCHOOL AT GRAFTON, SECTION S 8 T 6 N R 12 W, ABOUT 75 YARDS
 JC0185'NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BOAT DOCK, SET
 JC0185'VERTICALLY IN THE SOUTHEAST FACE OF A 25 FEET LONG AND 10 FEET
 JC0185'HIGH ROCK THAT PROJECTS OUT OF A ROCK CLIFF AND HAS A LARGE
 JC0185'CROSS ON TOP MARKING THE POINT WHERE MARQUETTE AND JOLIET ENTERED
 JC0185'THE STATE OF ILLINOIS IN 1673, 38 FEET NORTH OF THE CENTER LINE
 JC0185'OF THE HIGHWAY, 15 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 JC0185'ROCK, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 8 FEET
 JC0185'ABOVE THE LEVEL OF THE HIGHWAY.
 JC0185
 JC0185                          STATION RECOVERY (1999)
 JC0185
 JC0185'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0185'MARK NOT FOUND.
 JC0185
 JC0185                          STATION RECOVERY (2001)
 JC0185
 JC0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0185
 JC0185                          STATION RECOVERY (2001)
 JC0185
 JC0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0135 ***********************************************************************
 KC0135  DESIGNATION -  C 242
 KC0135  PID         -  KC0135
 KC0135  STATE/COUNTY-  IL/JERSEY
 KC0135  USGS QUAD   -  HARDIN (1978)
 KC0135
 KC0135                         *CURRENT SURVEY CONTROL
 KC0135  ___________________________________________________________________
 KC0135* NAD 83(1986)-  39 11 20.     (N)    090 33 03.     (W)     SCALED    
 KC0135* NAVD 88     -       138.140  (meters)     453.21   (feet)  ADJUSTED  
 KC0135  ___________________________________________________________________
 KC0135  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KC0135  DYNAMIC HT  -         138.059 (meters)     452.95  (feet)  COMP
 KC0135  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 KC0135
 KC0135  VERT ORDER  -  FIRST     CLASS II
 KC0135
 KC0135.The horizontal coordinates were scaled from a topographic map and have
 KC0135.an estimated accuracy of +/- 6 seconds.
 KC0135
 KC0135.The orthometric height was determined by differential leveling
 KC0135.and adjusted by the National Geodetic Survey in June 1991..
 KC0135
 KC0135.The geoid height was determined by GEOID03.
 KC0135
 KC0135.The dynamic height is computed by dividing the NAVD 88
 KC0135.geopotential number by the normal gravity value computed on the
 KC0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0135.degrees latitude (g = 980.6199 gals.).
 KC0135
 KC0135.The modeled gravity was interpolated from observed gravity values.
 KC0135
 KC0135;                    North         East    Units  Estimated Accuracy
 KC0135;SPC IL W     -   280,010.      666,810.      MT  (+/- 180 meters Scaled)
 KC0135
 KC0135                          SUPERSEDED SURVEY CONTROL
 KC0135
 KC0135  NGVD 29 (??/??/92)  138.252  (m)          453.58   (f) ADJ UNCH    1 2
 KC0135
 KC0135.Superseded values are not recommended for survey control.
 KC0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0135.See file dsdata.txt to determine how the superseded data were derived.
 KC0135
 KC0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD115405(NAD 83)
 KC0135_MARKER: DB = BENCH MARK DISK
 KC0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0135_SP_SET: BRIDGE
 KC0135_STAMPING: C 242 1961
 KC0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0135
 KC0135  HISTORY     - Date     Condition        Report By
 KC0135  HISTORY     - 1961     MONUMENTED       CGS
 KC0135
 KC0135                          STATION DESCRIPTION
 KC0135
 KC0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0135'AT SPANKEY.
 KC0135'AT SPANKEY, ON TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 KC0135'OF THE 450 FOOT CONCRETE BRIDGE OVER MACOUPIN CREEK, SECTION S 33
 KC0135'T 9 N R 13 W, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 KC0135'ABOUT LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3183 ***********************************************************************
 AI3183  DESIGNATION -  C 242 RESET
 AI3183  PID         -  AI3183
 AI3183  STATE/COUNTY-  IL/JERSEY
 AI3183  USGS QUAD   -  HARDIN (1978)
 AI3183
 AI3183                         *CURRENT SURVEY CONTROL
 AI3183  ___________________________________________________________________
 AI3183* NAD 83(1986)-  39 11 20.     (N)    090 33 03.     (W)     SCALED    
 AI3183* NAVD 88     -       136.63   (meters)     448.3    (feet)  RESET     
 AI3183  ___________________________________________________________________
 AI3183  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 AI3183
 AI3183  VERT ORDER  -  THIRD
 AI3183
 AI3183.The horizontal coordinates were scaled from a topographic map and have
 AI3183.an estimated accuracy of +/- 6 seconds.
 AI3183
 AI3183.The orthometric height was computed from unverified reset data.
 AI3183.No vertical observational check was made to the station.
 AI3183
 AI3183.The geoid height was determined by GEOID03.
 AI3183
 AI3183;                    North         East    Units  Estimated Accuracy
 AI3183;SPC IL W     -   280,010.      666,810.      MT  (+/- 180 meters Scaled)
 AI3183
 AI3183                          SUPERSEDED SURVEY CONTROL
 AI3183
 AI3183.No superseded survey control is available for this station.
 AI3183
 AI3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD115405(NAD 83)
 AI3183_MARKER: DV = VERTICAL CONTROL DISK
 AI3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3183_STAMPING: C 242 RESET 1998
 AI3183_MARK LOGO: NGS   
 AI3183_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3183+STABILITY: SURFACE MOTION
 AI3183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3183+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 AI3183
 AI3183  HISTORY     - Date     Condition        Report By
 AI3183  HISTORY     - 1998     MONUMENTED       NGS
 AI3183  HISTORY     - 20020625 GOOD             LOCSUR
 AI3183
 AI3183                          STATION DESCRIPTION
 AI3183
 AI3183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RKB)
 AI3183'STATION IS 4.2 MI (6.8 KM) NORTHEAST OF HARDIN IN THE SMALL VILLAGE OF
 AI3183'SPANKEY, APPROXIMATELY 130 M (426.5 FT) SOUTH OF THE SOUTH END OF THE
 AI3183'BRIDGE OVER MACOUPIN CREEK, AT A LEVEE ROAD LEADING EAST, SET IN 25 CM
 AI3183'ROUND CONCRETE MONUMENT FLUSH, 8.7 M (28.5 FT) EAST OF THE CENTERLINE
 AI3183'OF THE HIGHWAY (ELDRED ROAD) , 4.5 M (14.8 FT) SOUTH OF THE
 AI3183'APPROXIMATE CENTERLINE OF LEVEE ROAD EAST, 0.3 M (1.0 FT) SOUTH OF A
 AI3183'FIBERGLASS WITNESS POST, AND ABOUT 0.7 M (2.3 FT) BELOW THE LEVEL OF
 AI3183'THE HIGHWAY.
 AI3183
 AI3183                          STATION RECOVERY (2002)
 AI3183
 AI3183'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (TLL)
 AI3183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0270 ***********************************************************************
 KC0270  DESIGNATION -  C 243
 KC0270  PID         -  KC0270
 KC0270  STATE/COUNTY-  IL/MORGAN
 KC0270  USGS QUAD   -  MEREDOSIA (1980)
 KC0270
 KC0270                         *CURRENT SURVEY CONTROL
 KC0270  ___________________________________________________________________
 KC0270* NAD 83(1986)-  39 49 00.     (N)    090 30 30.     (W)     SCALED    
 KC0270* NAVD 88     -       141.868  (meters)     465.45   (feet)  ADJUSTED  
 KC0270  ___________________________________________________________________
 KC0270  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KC0270  DYNAMIC HT  -         141.791 (meters)     465.19  (feet)  COMP
 KC0270  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KC0270
 KC0270  VERT ORDER  -  FIRST     CLASS II
 KC0270
 KC0270.The horizontal coordinates were scaled from a topographic map and have
 KC0270.an estimated accuracy of +/- 6 seconds.
 KC0270
 KC0270.The orthometric height was determined by differential leveling
 KC0270.and adjusted by the National Geodetic Survey in June 1991..
 KC0270
 KC0270.The geoid height was determined by GEOID03.
 KC0270
 KC0270.The dynamic height is computed by dividing the NAVD 88
 KC0270.geopotential number by the normal gravity value computed on the
 KC0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0270.degrees latitude (g = 980.6199 gals.).
 KC0270
 KC0270.The modeled gravity was interpolated from observed gravity values.
 KC0270
 KC0270;                    North         East    Units  Estimated Accuracy
 KC0270;SPC IL W     -   349,690.      670,750.      MT  (+/- 180 meters Scaled)
 KC0270
 KC0270                          SUPERSEDED SURVEY CONTROL
 KC0270
 KC0270  NGVD 29 (??/??/92)  141.977  (m)          465.80   (f) ADJ UNCH    1 2
 KC0270
 KC0270.Superseded values are not recommended for survey control.
 KC0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0270.See file dsdata.txt to determine how the superseded data were derived.
 KC0270
 KC0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE132103(NAD 83)
 KC0270_MARKER: DB = BENCH MARK DISK
 KC0270_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KC0270_SP_SET: 39 1/2 FEET
 KC0270_STAMPING: C 243 1961
 KC0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0270
 KC0270  HISTORY     - Date     Condition        Report By
 KC0270  HISTORY     - 1961     MONUMENTED       CGS
 KC0270
 KC0270                          STATION DESCRIPTION
 KC0270
 KC0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0270'5.2 MI N FROM BLUFFS.
 KC0270'ABOUT 5.15 MILES NORTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0270'OF THE WABASH RAILROAD AT BLUFFS, NEAR THE NORTHWEST CORNER OF
 KC0270'A TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAY 100 AND STATE
 KC0270'HIGHWAY 104, 44 1/2 FEET EAST OF THE CENTER LINE OF STATE
 KC0270'HIGHWAY 100, 41 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 KC0270'HIGHWAY 104, 61 FEET NORTH OF THE NORTH ONE OF TWO 12 INCH
 KC0270'MAPLE TREE, 134 FEET NORTH OF THE NORTH END OF THE EAST HEADWALL
 KC0270'OF A 2-FOOT CONCRETE BOX CULVERT UNDER STATE HIGHWAY 100, 1 1/2
 KC0270'FEET NORTH OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL
 KC0270'OF THE HIGHWAYS AND IS A DISK ON TOP OF A COPPER COATED STEEL
 KC0270'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH
 KC0270'PROJECTS 3 INCHES ABOVE THE GROUND.  THE ROD WAS DRIVEN TO
 KC0270'REFUSAL AT A DEPTH OF 39 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0271 ***********************************************************************
 KC0271  DESIGNATION -  C 243 RESET
 KC0271  PID         -  KC0271
 KC0271  STATE/COUNTY-  IL/MORGAN
 KC0271  USGS QUAD   -  MEREDOSIA (1980)
 KC0271
 KC0271                         *CURRENT SURVEY CONTROL
 KC0271  ___________________________________________________________________
 KC0271* NAD 83(1986)-  39 49 00.     (N)    090 30 33.     (W)     SCALED    
 KC0271* NAVD 88     -       141.99   (meters)     465.8    (feet)  RESET     
 KC0271  ___________________________________________________________________
 KC0271  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KC0271
 KC0271  VERT ORDER  -  THIRD
 KC0271
 KC0271.The horizontal coordinates were scaled from a topographic map and have
 KC0271.an estimated accuracy of +/- 6 seconds.
 KC0271
 KC0271.The orthometric height was computed from unverified reset data.
 KC0271
 KC0271.The geoid height was determined by GEOID03.
 KC0271
 KC0271;                    North         East    Units  Estimated Accuracy
 KC0271;SPC IL W     -   349,690.      670,680.      MT  (+/- 180 meters Scaled)
 KC0271
 KC0271                          SUPERSEDED SURVEY CONTROL
 KC0271
 KC0271.No superseded survey control is available for this station.
 KC0271
 KC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE131103(NAD 83)
 KC0271_MARKER: DB = BENCH MARK DISK
 KC0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0271_STAMPING: C 243 RESET 1970
 KC0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0271+STABILITY: SURFACE MOTION
 KC0271
 KC0271  HISTORY     - Date     Condition        Report By
 KC0271  HISTORY     - 1970     MONUMENTED       NGS
 KC0271
 KC0271                          STATION DESCRIPTION
 KC0271
 KC0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KC0271'5 MI N FROM BLUFFS.
 KC0271'ABOUT 5.15 MILES NORTH ALONG STATE HIGHWAY 100 FROM THE WABASH
 KC0271'RAILROAD CROSSING AT BLUFFS, 127 FEET WEST OF THE CENTERLINE OF
 KC0271'STATE HIGHWAY 104, 100 AND U.S. HIGHWAY 67, 0.1 MILE NORTH OF
 KC0271'THEIR SOUTH JUNCTION, 0.1 MILE SOUTH OF THEIR NORTH JUNCTION,
 KC0271'1 FOOT NORTH OF A CONCRETE RIGHT-OF-WAY POST, 1 FOOT SOUTH OF A
 KC0271'METAL WITNESS POST, AT HIGHWAY STATION NO. 199+78, SET IN THE TOP
 KC0271'OF A ROUND CONCRETE POST PROJECTING 4 INCHES, 0.1 MILE SOUTH
 KC0271'OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7250 ***********************************************************************
 AB7250  DESIGNATION -  C 244 RESET
 AB7250  PID         -  AB7250
 AB7250  STATE/COUNTY-  IL/SCOTT
 AB7250  USGS QUAD   -  BEDFORD (1980)
 AB7250
 AB7250                         *CURRENT SURVEY CONTROL
 AB7250  ___________________________________________________________________
 AB7250* NAD 83(1986)-  39 33 26.     (N)    090 31 27.     (W)     SCALED    
 AB7250* NAVD 88     -       137.11   (meters)     449.8    (feet)  RESET     
 AB7250  ___________________________________________________________________
 AB7250  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 AB7250
 AB7250  VERT ORDER  -  THIRD
 AB7250
 AB7250.The horizontal coordinates were scaled from a topographic map and have
 AB7250.an estimated accuracy of +/- 6 seconds.
 AB7250
 AB7250.The orthometric height was computed from unverified reset data.
 AB7250
 AB7250.The geoid height was determined by GEOID03.
 AB7250
 AB7250;                    North         East    Units  Estimated Accuracy
 AB7250;SPC IL W     -   320,890.      669,280.      MT  (+/- 180 meters Scaled)
 AB7250
 AB7250                          SUPERSEDED SURVEY CONTROL
 AB7250
 AB7250.No superseded survey control is available for this station.
 AB7250
 AB7250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD127815(NAD 83)
 AB7250_MARKER: DV = VERTICAL CONTROL DISK
 AB7250_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB7250_SP_SET: BRIDGE WINGWALL
 AB7250_STAMPING: C 244 RESET 1991
 AB7250_MARK LOGO: NGS   
 AB7250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7250+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB7250
 AB7250  HISTORY     - Date     Condition        Report By
 AB7250  HISTORY     - 1991     MONUMENTED       NGS
 AB7250
 AB7250                          STATION DESCRIPTION
 AB7250
 AB7250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (RKB)
 AB7250'STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH OF HILLVIEW AND 2.5 MI
 AB7250'(4.0 KM) NORTH OF THE GREENE/SCOTT COUNTY LINE ALONG THE HILLVIEW
 AB7250'BLACKTOP ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH WINGWALL OF
 AB7250'A CONCRETE BRIDGE OVER SANDY CREEK, 5.3 M (17.4 FT) EAST OF THE
 AB7250'CENTERLINE OF HILLVIEW ROAD AND ABOUT LEVEL WITH THE ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0092 ***********************************************************************
 KC0092  DESIGNATION -  C 245
 KC0092  PID         -  KC0092
 KC0092  STATE/COUNTY-  IL/GREENE
 KC0092  USGS QUAD   -  PEARL EAST (1980)
 KC0092
 KC0092                         *CURRENT SURVEY CONTROL
 KC0092  ___________________________________________________________________
 KC0092* NAD 83(1986)-  39 27 20.     (N)    090 33 46.     (W)     SCALED    
 KC0092* NAVD 88     -       130.866  (meters)     429.35   (feet)  ADJUSTED  
 KC0092  ___________________________________________________________________
 KC0092  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KC0092  DYNAMIC HT  -         130.791 (meters)     429.10  (feet)  COMP
 KC0092  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 KC0092
 KC0092  VERT ORDER  -  FIRST     CLASS II
 KC0092
 KC0092.The horizontal coordinates were scaled from a topographic map and have
 KC0092.an estimated accuracy of +/- 6 seconds.
 KC0092
 KC0092.The orthometric height was determined by differential leveling
 KC0092.and adjusted by the National Geodetic Survey in June 1991..
 KC0092
 KC0092.The geoid height was determined by GEOID03.
 KC0092
 KC0092.The dynamic height is computed by dividing the NAVD 88
 KC0092.geopotential number by the normal gravity value computed on the
 KC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0092.degrees latitude (g = 980.6199 gals.).
 KC0092
 KC0092.The modeled gravity was interpolated from observed gravity values.
 KC0092
 KC0092;                    North         East    Units  Estimated Accuracy
 KC0092;SPC IL W     -   309,620.      665,910.      MT  (+/- 180 meters Scaled)
 KC0092
 KC0092                          SUPERSEDED SURVEY CONTROL
 KC0092
 KC0092  NGVD 29 (??/??/92)  130.999  (m)          429.79   (f) ADJ UNCH    1 2
 KC0092
 KC0092.Superseded values are not recommended for survey control.
 KC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0092.See file dsdata.txt to determine how the superseded data were derived.
 KC0092
 KC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD096701(NAD 83)
 KC0092_MARKER: DB = BENCH MARK DISK
 KC0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0092_STAMPING: C 245 1961
 KC0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0092+STABILITY: SURFACE MOTION
 KC0092
 KC0092  HISTORY     - Date     Condition        Report By
 KC0092  HISTORY     - 1961     MONUMENTED       CGS
 KC0092
 KC0092                          STATION DESCRIPTION
 KC0092
 KC0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0092'1.2 MI W FROM HILLVIEW.
 KC0092'ABOUT 1.2 MILES WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 KC0092'FROM THE POST OFFICE AT HILLVIEW, 0.2 MILE EAST OF MILEPOST 248,
 KC0092'NEAR A RED BRICK PUMP HOUSE, SET ON TOP OF THE NORTHEAST CORNER
 KC0092'OF A CONCRETE BLOCK 8 FEET LONG, 6 FEET WIDE THAT SUPPORTS A
 KC0092'36-INCH PIPE THAT LEADS TOWARD THE TRACK FROM THE PUMPHOUSE, 33
 KC0092'FEET NORTH OF THE NORTH RAIL, 78 FEET SOUTH OF THE SOUTHWEST
 KC0092'CORNER OF THE PUMP HOUSE, 1/2 FOOT SOUTHWEST OF THE NORTHEAST
 KC0092'CORNER OF THE CONCRETE BLOCK AND 10 FEET BELOW THE LEVEL OF THE
 KC0092'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1117 ***********************************************************************
 LC1117  DESIGNATION -  C 246
 LC1117  PID         -  LC1117
 LC1117  STATE/COUNTY-  IL/LOGAN
 LC1117  USGS QUAD   -  LINCOLN WEST (1996)
 LC1117
 LC1117                         *CURRENT SURVEY CONTROL
 LC1117  ___________________________________________________________________
 LC1117* NAD 83(1986)-  40 07 50.     (N)    089 22 32.     (W)     SCALED    
 LC1117* NAVD 88     -       167.916  (meters)     550.90   (feet)  ADJUSTED  
 LC1117  ___________________________________________________________________
 LC1117  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1117  DYNAMIC HT  -         167.830 (meters)     550.62  (feet)  COMP
 LC1117  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 LC1117
 LC1117  VERT ORDER  -  SECOND    CLASS 0
 LC1117
 LC1117.The horizontal coordinates were scaled from a topographic map and have
 LC1117.an estimated accuracy of +/- 6 seconds.
 LC1117
 LC1117.The orthometric height was determined by differential leveling
 LC1117.and adjusted by the National Geodetic Survey in June 1991..
 LC1117
 LC1117.The geoid height was determined by GEOID03.
 LC1117
 LC1117.The dynamic height is computed by dividing the NAVD 88
 LC1117.geopotential number by the normal gravity value computed on the
 LC1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1117.degrees latitude (g = 980.6199 gals.).
 LC1117
 LC1117.The modeled gravity was interpolated from observed gravity values.
 LC1117
 LC1117;                    North         East    Units  Estimated Accuracy
 LC1117;SPC IL W     -   384,780.      767,420.      MT  (+/- 180 meters Scaled)
 LC1117
 LC1117                          SUPERSEDED SURVEY CONTROL
 LC1117
 LC1117  NGVD 29 (??/??/92)  168.002  (m)          551.19   (f) ADJ UNCH    2 0
 LC1117
 LC1117.Superseded values are not recommended for survey control.
 LC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1117.See file dsdata.txt to determine how the superseded data were derived.
 LC1117
 LC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK976449(NAD 83)
 LC1117_MARKER: DB = BENCH MARK DISK
 LC1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1117_SP_SET: BUILDING
 LC1117_STAMPING: C 246 1960
 LC1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1117
 LC1117  HISTORY     - Date     Condition        Report By
 LC1117  HISTORY     - 1960     MONUMENTED       CGS
 LC1117
 LC1117                          STATION DESCRIPTION
 LC1117
 LC1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1117'1.8 MI SW FROM LINCOLN.
 LC1117'ABOUT 0.10 MILES WEST ALONG STATE HIGHWAY 121 FROM THE POST OFFICE
 LC1117'IN LINCOLN, THENCE 0.8 MILES SOUTH ALONG KICKAPOO STREET, THENCE
 LC1117'0.4 MILES SOUTHWEST ALONG A PRIVATE OILED ROAD TO A Y JUNCTION,
 LC1117'THENCE 0.45 MILES SOUTH ALONG A PRIVATE ROAD, SET IN THE TOP AND
 LC1117'APPROXIMATE CENTER OF A LARGE ROUND CONCRETE BASE FOR A FORMER
 LC1117'ENGINE HOUSE, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 LC1117'EAST OF THE EAST END OF A BOARD GATE, 75 FEET SOUTHEAST OF THE
 LC1117'SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE, 40 FEET SOUTH-SOUTHWEST
 LC1117'OF A FIRE HYDRANT, 54 FEET WEST OF THE WEST RAIL OF THE SIDE TRACK,
 LC1117'1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 LC1117'OF THE ROAD, AND THE BASE PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0339 ***********************************************************************
 MF0339  DESIGNATION -  C 247
 MF0339  PID         -  MF0339
 MF0339  STATE/COUNTY-  IL/WILL
 MF0339  USGS QUAD   -  CHANNAHON (1993)
 MF0339
 MF0339                         *CURRENT SURVEY CONTROL
 MF0339  ___________________________________________________________________
 MF0339* NAD 83(1986)-  41 26 03.     (N)    088 12 15.     (W)     SCALED    
 MF0339* NAVD 88     -       173.871  (meters)     570.44   (feet)  ADJUSTED  
 MF0339  ___________________________________________________________________
 MF0339  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0339  DYNAMIC HT  -         173.806 (meters)     570.23  (feet)  COMP
 MF0339  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 MF0339
 MF0339  VERT ORDER  -  SECOND    CLASS 0
 MF0339
 MF0339.The horizontal coordinates were scaled from a topographic map and have
 MF0339.an estimated accuracy of +/- 6 seconds.
 MF0339
 MF0339.The orthometric height was determined by differential leveling
 MF0339.and adjusted by the National Geodetic Survey in June 1991..
 MF0339
 MF0339.The geoid height was determined by GEOID03.
 MF0339
 MF0339.The dynamic height is computed by dividing the NAVD 88
 MF0339.geopotential number by the normal gravity value computed on the
 MF0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0339.degrees latitude (g = 980.6199 gals.).
 MF0339
 MF0339.The modeled gravity was interpolated from observed gravity values.
 MF0339
 MF0339;                    North         East    Units  Estimated Accuracy
 MF0339;SPC IL E     -   529,270.      310,800.      MT  (+/- 180 meters Scaled)
 MF0339
 MF0339                          SUPERSEDED SURVEY CONTROL
 MF0339
 MF0339  NGVD 29 (??/??/92)  173.961  (m)          570.74   (f) ADJ UNCH    2 0
 MF0339
 MF0339.Superseded values are not recommended for survey control.
 MF0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0339.See file dsdata.txt to determine how the superseded data were derived.
 MF0339
 MF0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL993876(NAD 83)
 MF0339_MARKER: DB = BENCH MARK DISK
 MF0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0339_STAMPING: C 247 1960
 MF0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0339+STABILITY: SURFACE MOTION
 MF0339
 MF0339  HISTORY     - Date     Condition        Report By
 MF0339  HISTORY     - 1960     MONUMENTED       CGS
 MF0339  HISTORY     - 1961     GOOD             NGS
 MF0339  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0339
 MF0339                          STATION DESCRIPTION
 MF0339
 MF0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0339'1.4 MI NE FROM CHANNAHON.
 MF0339'ABOUT 0.6 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM CHANNAHON
 MF0339'GRADE SCHOOL IN CHANNAHON, THENCE 0.8 MILE EAST ALONG A GRAVEL
 MF0339'ROAD, AT THE JUNCTION OF A PRIVATE DRIVE SOUTH TO A FARM HOUSE,
 MF0339'27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 61 FEET EAST OF
 MF0339'THE CENTER LINE OF THE FARM DRIVE SOUTH, 1.5 FEET NORTH OF THE
 MF0339'FENCE, 46 FEET EAST OF A POWER POLE, 1.8 FEET WEST-NORTHWEST OF A
 MF0339'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 MF0339'OF A CONCRETE POST PROJECTING 1 INCH.
 MF0339
 MF0339                          STATION RECOVERY (1989)
 MF0339
 MF0339'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0264 ***********************************************************************
 MF0264  DESIGNATION -  C 248
 MF0264  PID         -  MF0264
 MF0264  STATE/COUNTY-  IL/LIVINGSTON
 MF0264  USGS QUAD   -  DWIGHT (1983)
 MF0264
 MF0264                         *CURRENT SURVEY CONTROL
 MF0264  ___________________________________________________________________
 MF0264* NAD 83(1986)-  41 03 00.     (N)    088 28 49.     (W)     SCALED    
 MF0264* NAVD 88     -       200.583  (meters)     658.08   (feet)  ADJUSTED  
 MF0264  ___________________________________________________________________
 MF0264  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MF0264  DYNAMIC HT  -         200.502 (meters)     657.81  (feet)  COMP
 MF0264  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 MF0264
 MF0264  VERT ORDER  -  SECOND    CLASS 0
 MF0264
 MF0264.The horizontal coordinates were scaled from a topographic map and have
 MF0264.an estimated accuracy of +/- 6 seconds.
 MF0264
 MF0264.The orthometric height was determined by differential leveling
 MF0264.and adjusted by the National Geodetic Survey in June 1991..
 MF0264
 MF0264.The geoid height was determined by GEOID03.
 MF0264
 MF0264.The dynamic height is computed by dividing the NAVD 88
 MF0264.geopotential number by the normal gravity value computed on the
 MF0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0264.degrees latitude (g = 980.6199 gals.).
 MF0264
 MF0264.The modeled gravity was interpolated from observed gravity values.
 MF0264
 MF0264;                    North         East    Units  Estimated Accuracy
 MF0264;SPC IL E     -   486,610.      287,650.      MT  (+/- 180 meters Scaled)
 MF0264
 MF0264                          SUPERSEDED SURVEY CONTROL
 MF0264
 MF0264  NGVD 29 (??/??/92)  200.654  (m)          658.31   (f) ADJ UNCH    2 0
 MF0264
 MF0264.Superseded values are not recommended for survey control.
 MF0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0264.See file dsdata.txt to determine how the superseded data were derived.
 MF0264
 MF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL755453(NAD 83)
 MF0264_MARKER: DB = BENCH MARK DISK
 MF0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0264_SP_SET: BRIDGE
 MF0264_STAMPING: C 248 1960
 MF0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0264
 MF0264  HISTORY     - Date     Condition        Report By
 MF0264  HISTORY     - 1960     MONUMENTED       CGS
 MF0264  HISTORY     - 1961     GOOD             NGS
 MF0264
 MF0264                          STATION DESCRIPTION
 MF0264
 MF0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0264'4.3 MI NE FROM ODELL.
 MF0264'ABOUT 0.35 MILE WEST ALONG WEST HAMILTON STREET FROM THE
 MF0264'GULF MOBILE AND OHIO RAILROAD STATION IN ODELL, THENCE 4.0
 MF0264'MILES NORTHEAST ALONG U.S. HIGHWAY 66, AT THE JUNCTION OF
 MF0264'A GRAVELED ROAD WEST, SET IN TOP OF THE NORTH END OF THE
 MF0264'NORTHEAST CONCRETE BRIDGE SEAT OF GULF MOBILE AND OHIO RAILROAD
 MF0264'BRIDGE NO. 777, 80 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MF0264'NORTH BOUND LANE OF U.S. HIGHWAY 66, 22 FEET NORTHWEST OF THE
 MF0264'NORTHWEST RAIL OF SOUTH BOUND TRACK OF GULF MOBILE AND OHIO
 MF0264'RAILROAD TRACKS AND ABOUT LEVEL WITH U.S. HIGHWAY 66.  THE
 MF0264'MARK MAY BE REACHED FRM THE JUNCTION OF U.S. HIGHWAY 66 AND
 MF0264'STATE ROUTE 17 IN THE NOTHWEST EDGE OF DWIGHT, GO SOUTHWEST
 MF0264'ON U.S. HIGHWAY 66 FOR 3.85 MILES TO GULF MOBILE AND OHIO
 MF0264'RAILROAD BRIDGE NO. 777.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0167 ***********************************************************************
 JC0167  DESIGNATION -  C 249
 JC0167  PID         -  JC0167
 JC0167  STATE/COUNTY-  IL/ST CLAIR
 JC0167  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0167
 JC0167                         *CURRENT SURVEY CONTROL
 JC0167  ___________________________________________________________________
 JC0167* NAD 83(1986)-  38 36 36.     (N)    090 02 46.     (W)     SCALED    
 JC0167* NAVD 88     -       137.708  (meters)     451.80   (feet)  ADJUSTED  
 JC0167  ___________________________________________________________________
 JC0167  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JC0167  DYNAMIC HT  -         137.621 (meters)     451.51  (feet)  COMP
 JC0167  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JC0167
 JC0167  VERT ORDER  -  SECOND    CLASS 0
 JC0167
 JC0167.The horizontal coordinates were scaled from a topographic map and have
 JC0167.an estimated accuracy of +/- 6 seconds.
 JC0167
 JC0167.The orthometric height was determined by differential leveling
 JC0167.and adjusted by the National Geodetic Survey in June 1991..
 JC0167
 JC0167.The geoid height was determined by GEOID03.
 JC0167
 JC0167.The dynamic height is computed by dividing the NAVD 88
 JC0167.geopotential number by the normal gravity value computed on the
 JC0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0167.degrees latitude (g = 980.6199 gals.).
 JC0167
 JC0167.The modeled gravity was interpolated from observed gravity values.
 JC0167
 JC0167;                    North         East    Units  Estimated Accuracy
 JC0167;SPC IL W     -   215,680.      710,500.      MT  (+/- 180 meters Scaled)
 JC0167
 JC0167                          SUPERSEDED SURVEY CONTROL
 JC0167
 JC0167  NGVD 29 (??/??/92)  137.817  (m)          452.15   (f) ADJ UNCH    2 0
 JC0167
 JC0167.Superseded values are not recommended for survey control.
 JC0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0167.See file dsdata.txt to determine how the superseded data were derived.
 JC0167
 JC0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC572776(NAD 83)
 JC0167_MARKER: DB = BENCH MARK DISK
 JC0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0167_SP_SET: CULVERT
 JC0167_STAMPING: C 249 1961
 JC0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0167
 JC0167  HISTORY     - Date     Condition        Report By
 JC0167  HISTORY     - 1961     MONUMENTED       CGS
 JC0167
 JC0167                          STATION DESCRIPTION
 JC0167
 JC0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0167'2.4 MI SW FROM CASEYVILLE.
 JC0167'ABOUT 2.45 MILES SOUTHWEST ALONG STATE HIGHWAY 157 FROM THE
 JC0167'CROSSING OF THE BALTIMORE AND OHIO RAILROAD IN CASEYVILLE, SET
 JC0167'IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 10
 JC0167'FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 21 FEET SOUTHEAST
 JC0167'OF THE CENTER LINE OF STATE HIGHWAY 157, AND ABOUT 5 FEET BELOW
 JC0167'THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK MAY ALSO BE REACHED
 JC0167'FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 157 IN
 JC0167'FRENCH VILLAGE BY GOING 0.95 MILE NORTHEAST ALONG STATE HIGHWAY
 JC0167'157.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2078 ***********************************************************************
 LB2078  DESIGNATION -  C 25 RESET 1975
 LB2078  PID         -  LB2078
 LB2078  STATE/COUNTY-  IL/IROQUOIS
 LB2078  USGS QUAD   -  ONARGA EAST (1986)
 LB2078
 LB2078                         *CURRENT SURVEY CONTROL
 LB2078  ___________________________________________________________________
 LB2078* NAD 83(1986)-  40 38 01.     (N)    087 53 01.     (W)     SCALED    
 LB2078* NAVD 88     -       204.79   (+/-2cm)     671.9    (feet)  VERTCON   
 LB2078  ___________________________________________________________________
 LB2078  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB2078
 LB2078  VERT ORDER  -  THIRD (See Below)
 LB2078
 LB2078.The horizontal coordinates were scaled from a topographic map and have
 LB2078.an estimated accuracy of +/- 6 seconds.
 LB2078
 LB2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2078.The vertical order pertains to the NGVD 29 superseded value.
 LB2078
 LB2078.The geoid height was determined by GEOID03.
 LB2078
 LB2078;                    North         East    Units  Estimated Accuracy
 LB2078;SPC IL E     -   440,450.      338,050.      MT  (+/- 180 meters Scaled)
 LB2078
 LB2078                          SUPERSEDED SURVEY CONTROL
 LB2078
 LB2078  NGVD 29 (03/28/06)  204.86   (m)          672.1    (f) RESET       3  
 LB2078
 LB2078.Superseded values are not recommended for survey control.
 LB2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2078.See file dsdata.txt to determine how the superseded data were derived.
 LB2078
 LB2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK252984(NAD 83)
 LB2078_MARKER: DB = BENCH MARK DISK
 LB2078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2078_SP_SET: CULVERT
 LB2078_STAMPING: C 25 RESET 1975
 LB2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2078+STABILITY: SURFACE MOTION
 LB2078
 LB2078  HISTORY     - Date     Condition        Report By
 LB2078  HISTORY     - 1978     MONUMENTED       ILDT
 LB2078
 LB2078                          STATION DESCRIPTION
 LB2078
 LB2078'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 LB2078'5.4 MI NORTH FROM CISSNA PARK.
 LB2078'5.4 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CITY PARK IN CISSNA
 LB2078'PARK, ABOUT 0.15 MILE SOUTH OF A CEMETERY, ABOUT 0.3 MILE NORTH OF A
 LB2078'CROSSROAD AND CHURCH (ROAD LEADING EAST TO MILFORD), IN THE TOP OF A 1
 LB2078'FOOT WIDE BY 4.6 FEET LONG CONCRETE COLLAR FOR PIPE EXTENSION OF THE
 LB2078'ORIGINAL 3 FOOT CONCRETE BOX CULVERT, 18.1 FEET OF CENTERLINE OF
 LB2078'HIGHWAY.
 LB2078'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1283 ***********************************************************************
 JB1283  DESIGNATION -  C 250
 JB1283  PID         -  JB1283
 JB1283  STATE/COUNTY-  IL/WASHINGTON
 JB1283  USGS QUAD   -  OKAWVILLE (1981)
 JB1283
 JB1283                         *CURRENT SURVEY CONTROL
 JB1283  ___________________________________________________________________
 JB1283* NAD 83(1986)-  38 27 44.     (N)    089 32 49.     (W)     SCALED    
 JB1283* NAVD 88     -       134.628  (meters)     441.69   (feet)  ADJUSTED  
 JB1283  ___________________________________________________________________
 JB1283  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 JB1283  DYNAMIC HT  -         134.544 (meters)     441.42  (feet)  COMP
 JB1283  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JB1283
 JB1283  VERT ORDER  -  SECOND    CLASS 0
 JB1283
 JB1283.The horizontal coordinates were scaled from a topographic map and have
 JB1283.an estimated accuracy of +/- 6 seconds.
 JB1283
 JB1283.The orthometric height was determined by differential leveling
 JB1283.and adjusted by the National Geodetic Survey in June 1991..
 JB1283
 JB1283.The geoid height was determined by GEOID03.
 JB1283
 JB1283.The dynamic height is computed by dividing the NAVD 88
 JB1283.geopotential number by the normal gravity value computed on the
 JB1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1283.degrees latitude (g = 980.6199 gals.).
 JB1283
 JB1283.The modeled gravity was interpolated from observed gravity values.
 JB1283
 JB1283;                    North         East    Units  Estimated Accuracy
 JB1283;SPC IL W     -   199,460.      754,090.      MT  (+/- 180 meters Scaled)
 JB1283
 JB1283                          SUPERSEDED SURVEY CONTROL
 JB1283
 JB1283  NGVD 29 (??/??/92)  134.750  (m)          442.09   (f) ADJ UNCH    2 0
 JB1283
 JB1283.Superseded values are not recommended for survey control.
 JB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1283.See file dsdata.txt to determine how the superseded data were derived.
 JB1283
 JB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH777601(NAD 83)
 JB1283_MARKER: DB = BENCH MARK DISK
 JB1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1283_STAMPING: C 250 1961
 JB1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1283+STABILITY: SURFACE MOTION
 JB1283
 JB1283  HISTORY     - Date     Condition        Report By
 JB1283  HISTORY     - 1961     MONUMENTED       CGS
 JB1283
 JB1283                          STATION DESCRIPTION
 JB1283
 JB1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1283'2.2 MI N FROM OKAWVILLE.
 JB1283'ABOUT 0.10 MILES NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1283'IN OKAWVILLE, THENCE 0.2 MILES EAST ALONG STATE HIGHWAY 177,
 JB1283'THENCE 1.85 MILES NORTH ALONG AN ASPHALT PAVED ROAD, AT THE
 JB1283'JUNCTION OF AN OILED ROAD WEST, 25 FEET NORTH OF THE CENTER LINE
 JB1283'OF THE ROAD, 22.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 41
 JB1283'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 1 FOOT SOUTH OF THE
 JB1283'FENCE, 6.5 FEET WEST OF THE FENCE CORNER, 5 FEET EAST OF A POWER
 JB1283'POLE, 15.5 FEET WEST OF A POWER POLE, 2.3 FEET WEST-SOUTHWEST
 JB1283'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JB1283'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1499 ***********************************************************************
 JB1499  DESIGNATION -  C 251
 JB1499  PID         -  JB1499
 JB1499  STATE/COUNTY-  IL/CLINTON
 JB1499  USGS QUAD   -  BREESE (1981)
 JB1499
 JB1499                         *CURRENT SURVEY CONTROL
 JB1499  ___________________________________________________________________
 JB1499* NAD 83(1986)-  38 31 29.     (N)    089 36 43.     (W)     SCALED    
 JB1499* NAVD 88     -       131.446  (meters)     431.25   (feet)  ADJUSTED  
 JB1499  ___________________________________________________________________
 JB1499  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 JB1499  DYNAMIC HT  -         131.364 (meters)     430.98  (feet)  COMP
 JB1499  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JB1499
 JB1499  VERT ORDER  -  SECOND    CLASS 0
 JB1499
 JB1499.The horizontal coordinates were scaled from a topographic map and have
 JB1499.an estimated accuracy of +/- 6 seconds.
 JB1499
 JB1499.The orthometric height was determined by differential leveling
 JB1499.and adjusted by the National Geodetic Survey in June 1991..
 JB1499
 JB1499.The geoid height was determined by GEOID03.
 JB1499
 JB1499.The dynamic height is computed by dividing the NAVD 88
 JB1499.geopotential number by the normal gravity value computed on the
 JB1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1499.degrees latitude (g = 980.6199 gals.).
 JB1499
 JB1499.The modeled gravity was interpolated from observed gravity values.
 JB1499
 JB1499;                    North         East    Units  Estimated Accuracy
 JB1499;SPC IL W     -   206,360.      748,370.      MT  (+/- 180 meters Scaled)
 JB1499
 JB1499                          SUPERSEDED SURVEY CONTROL
 JB1499
 JB1499  NGVD 29 (??/??/92)  131.566  (m)          431.65   (f) ADJ UNCH    2 0
 JB1499
 JB1499.Superseded values are not recommended for survey control.
 JB1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1499.See file dsdata.txt to determine how the superseded data were derived.
 JB1499
 JB1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH723672(NAD 83)
 JB1499_MARKER: DB = BENCH MARK DISK
 JB1499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1499_SP_SET: CULVERT
 JB1499_STAMPING: C 251 1961
 JB1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1499
 JB1499  HISTORY     - Date     Condition        Report By
 JB1499  HISTORY     - 1961     MONUMENTED       CGS
 JB1499
 JB1499                          STATION DESCRIPTION
 JB1499
 JB1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1499'1.4 MI S FROM ALBERS.
 JB1499'ABOUT 1.35 MILES SOUTH ALONG A CONCRETE AND ASPHALT PAVED ROAD
 JB1499'FROM THE POST OFFICE IN ALBERS, AT THE JUNCTION OF AN OILED ROAD
 JB1499'EAST AND A GRAVEL ROAD WEST, SET IN TOP OF THE NORTH END OF THE
 JB1499'WEST HEADWALL OF A 2 FOOT CONCRETE BOX CULVERT UNDER THE
 JB1499'NORTH-SOUTH ROAD, 15 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JB1499'22 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHWEST
 JB1499'OF THE CENTER OF THE JUNCTION, AND ABOUT LEVEL WITH THE ROAD.
 JB1499'THIS MARK MAY ALSO BE REACHED FROM ST DAMIANS CHURCH AND SCHOOL
 JB1499'IN DAMIANSVILLE BY GOING 0.65 MILE EAST ALONG A CONCRETE AND
 JB1499'ASPHALT PAVED ROAD, THENCE 1.0 MILE NORTH ALONG A CONCRETE AND
 JB1499'ASPHALT PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1207 ***********************************************************************
 JB1207  DESIGNATION -  C 252
 JB1207  PID         -  JB1207
 JB1207  STATE/COUNTY-  IL/JEFFERSON
 JB1207  USGS QUAD   -  WOODLAWN (1974)
 JB1207
 JB1207                         *CURRENT SURVEY CONTROL
 JB1207  ___________________________________________________________________
 JB1207* NAD 83(1986)-  38 18 28.     (N)    089 02 03.     (W)     SCALED    
 JB1207* NAVD 88     -       148.732  (meters)     487.96   (feet)  ADJUSTED  
 JB1207  ___________________________________________________________________
 JB1207  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1207  DYNAMIC HT  -         148.638 (meters)     487.66  (feet)  COMP
 JB1207  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JB1207
 JB1207  VERT ORDER  -  SECOND    CLASS 0
 JB1207
 JB1207.The horizontal coordinates were scaled from a topographic map and have
 JB1207.an estimated accuracy of +/- 6 seconds.
 JB1207
 JB1207.The orthometric height was determined by differential leveling
 JB1207.and adjusted by the National Geodetic Survey in June 1991..
 JB1207
 JB1207.The geoid height was determined by GEOID03.
 JB1207
 JB1207.The dynamic height is computed by dividing the NAVD 88
 JB1207.geopotential number by the normal gravity value computed on the
 JB1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1207.degrees latitude (g = 980.6199 gals.).
 JB1207
 JB1207.The modeled gravity was interpolated from observed gravity values.
 JB1207
 JB1207;                    North         East    Units  Estimated Accuracy
 JB1207;SPC IL E     -   182,370.      238,700.      MT  (+/- 180 meters Scaled)
 JB1207
 JB1207                          SUPERSEDED SURVEY CONTROL
 JB1207
 JB1207  NGVD 29 (??/??/92)  148.840  (m)          488.32   (f) ADJ UNCH    2 0
 JB1207
 JB1207.Superseded values are not recommended for survey control.
 JB1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1207.See file dsdata.txt to determine how the superseded data were derived.
 JB1207
 JB1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH221419(NAD 83)
 JB1207_MARKER: DB = BENCH MARK DISK
 JB1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1207_STAMPING: C 252 1961
 JB1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1207+STABILITY: SURFACE MOTION
 JB1207
 JB1207  HISTORY     - Date     Condition        Report By
 JB1207  HISTORY     - 1961     MONUMENTED       CGS
 JB1207
 JB1207                          STATION DESCRIPTION
 JB1207
 JB1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1207'1.5 MI S FROM WOODLAWN.
 JB1207'ABOUT 1.5 MILES SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1207'SCHOOL IN WOODLAWN, AT THE JUNCTION OF U.S. HIGHWAY 460, 37 FEET
 JB1207'EAST OF THE CENTER OF THE ROAD, 172 FEET NORTH OF THE CENTER OF
 JB1207'U.S. HIGHWAY 460, 122 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JB1207'A STORE BUILDING, 2 FEET SOUTHWEST OF A POWER POLE WITH A
 JB1207'TRANSFORMER 2 FEET WEST OF A FENCE, 1.9 FEET NORTHWEST OF A METAL
 JB1207'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JB1207'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0514 ***********************************************************************
 JB0514  DESIGNATION -  C 253
 JB0514  PID         -  JB0514
 JB0514  STATE/COUNTY-  IL/WAYNE
 JB0514  USGS QUAD   -  WAYNE CITY (1973)
 JB0514
 JB0514                         *CURRENT SURVEY CONTROL
 JB0514  ___________________________________________________________________
 JB0514* NAD 83(1986)-  38 16 15.     (N)    088 36 11.     (W)     SCALED    
 JB0514* NAVD 88     -       123.482  (meters)     405.12   (feet)  ADJUSTED  
 JB0514  ___________________________________________________________________
 JB0514  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JB0514  DYNAMIC HT  -         123.403 (meters)     404.86  (feet)  COMP
 JB0514  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 JB0514
 JB0514  VERT ORDER  -  SECOND    CLASS 0
 JB0514
 JB0514.The horizontal coordinates were scaled from a topographic map and have
 JB0514.an estimated accuracy of +/- 6 seconds.
 JB0514
 JB0514.The orthometric height was determined by differential leveling
 JB0514.and adjusted by the National Geodetic Survey in June 1991..
 JB0514
 JB0514.The geoid height was determined by GEOID03.
 JB0514
 JB0514.The dynamic height is computed by dividing the NAVD 88
 JB0514.geopotential number by the normal gravity value computed on the
 JB0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0514.degrees latitude (g = 980.6199 gals.).
 JB0514
 JB0514.The modeled gravity was interpolated from observed gravity values.
 JB0514
 JB0514;                    North         East    Units  Estimated Accuracy
 JB0514;SPC IL E     -   178,070.      276,400.      MT  (+/- 180 meters Scaled)
 JB0514
 JB0514                          SUPERSEDED SURVEY CONTROL
 JB0514
 JB0514  NGVD 29 (??/??/92)  123.608  (m)          405.54   (f) ADJ UNCH    2 0
 JB0514
 JB0514.Superseded values are not recommended for survey control.
 JB0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0514.See file dsdata.txt to determine how the superseded data were derived.
 JB0514
 JB0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH597370(NAD 83)
 JB0514_MARKER: DB = BENCH MARK DISK
 JB0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0514_STAMPING: C 253 1961
 JB0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0514+STABILITY: SURFACE MOTION
 JB0514
 JB0514  HISTORY     - Date     Condition        Report By
 JB0514  HISTORY     - 1961     MONUMENTED       CGS
 JB0514
 JB0514                          STATION DESCRIPTION
 JB0514
 JB0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0514'9.3 MI NE FROM DAHLGREN.
 JB0514'ABOUT 5.4 MILES NORTH AND NORTHEAST ALONG AN OILED AND GRAVELED
 JB0514'ROAD FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 JB0514'DAHLGREN, THENCE 3.9 MILES EAST ALONG A GRAVEL ROAD, AT A FARM
 JB0514'HOUSE NORTH OF THE ROAD, 24 FEET NORTH OF THE CENTER OF THE ROAD,
 JB0514'134 FEET EAST OF THE CENTER OF THE FARM DRIVE, 62 FEET EAST OF
 JB0514'A POWER POLE, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A FENCE
 JB0514'CORNER, 1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JB0514'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JB0514'POST PROJECTING 1 INCH.  NOTE-- THIS MARK MAY ALSO BE REACHED
 JB0514'FROM THE JUNCTION OF STATE HIGHWAY 142 AND STATE HIGHWAY 15 IN
 JB0514'WAYNE CITY BY GOING 3.5 MILES SOUTH ALONG STATE HIGHWAY 142,
 JB0514'THENCE 0.15 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.9 MILE SOUTH
 JB0514'ALONG A GRAVEL ROAD, THENCE 0.65 MILE WEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0252 ***********************************************************************
 JB0252  DESIGNATION -  C 254
 JB0252  PID         -  JB0252
 JB0252  STATE/COUNTY-  IL/WAYNE
 JB0252  USGS QUAD   -  GOLDEN GATE (1971)
 JB0252
 JB0252                         *CURRENT SURVEY CONTROL
 JB0252  ___________________________________________________________________
 JB0252* NAD 83(1986)-  38 16 10.     (N)    088 12 53.     (W)     SCALED    
 JB0252* NAVD 88     -       116.874  (meters)     383.44   (feet)  ADJUSTED  
 JB0252  ___________________________________________________________________
 JB0252  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JB0252  DYNAMIC HT  -         116.799 (meters)     383.20  (feet)  COMP
 JB0252  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 JB0252
 JB0252  VERT ORDER  -  SECOND    CLASS 0
 JB0252
 JB0252.The horizontal coordinates were scaled from a topographic map and have
 JB0252.an estimated accuracy of +/- 6 seconds.
 JB0252
 JB0252.The orthometric height was determined by differential leveling
 JB0252.and adjusted by the National Geodetic Survey in June 1991..
 JB0252
 JB0252.The geoid height was determined by GEOID03.
 JB0252
 JB0252.The dynamic height is computed by dividing the NAVD 88
 JB0252.geopotential number by the normal gravity value computed on the
 JB0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0252.degrees latitude (g = 980.6199 gals.).
 JB0252
 JB0252.The modeled gravity was interpolated from observed gravity values.
 JB0252
 JB0252;                    North         East    Units  Estimated Accuracy
 JB0252;SPC IL E     -   177,890.      310,380.      MT  (+/- 180 meters Scaled)
 JB0252
 JB0252                          SUPERSEDED SURVEY CONTROL
 JB0252
 JB0252  NGVD 29 (??/??/92)  116.998  (m)          383.85   (f) ADJ UNCH    2 0
 JB0252
 JB0252.Superseded values are not recommended for survey control.
 JB0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0252.See file dsdata.txt to determine how the superseded data were derived.
 JB0252
 JB0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH937364(NAD 83)
 JB0252_MARKER: DB = BENCH MARK DISK
 JB0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0252_STAMPING: C 254 1961
 JB0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0252+STABILITY: SURFACE MOTION
 JB0252
 JB0252  HISTORY     - Date     Condition        Report By
 JB0252  HISTORY     - 1961     MONUMENTED       CGS
 JB0252
 JB0252                          STATION DESCRIPTION
 JB0252
 JB0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0252'3.8 MI NE FROM BURNT PRAIRIE.
 JB0252'ABOUT 1.5 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE
 JB0252'IN BURNT PRAIRIE, THENCE 0.5 MILE NORTH ON GRAVELED ROAD, THENCE 0.9
 JB0252'MILE EAST ON GRAVELED ROAD, THENCE 0.9 MILE NORTH ON GRAVELED
 JB0252'ROAD TO A DRIVEWAY EAST OF ROAD AND A DRIVEWAY WEST OF ROAD
 JB0252'(WHICH IS 0.1 MILE SOUTH OF A CROSSROAD), 65 FEET NORTH OF THE
 JB0252'CENTER OF DRIVEWAY WEST, 53 FEET NORTH OF FENCE CORNER, 23
 JB0252'FEET WEST OF CENTER OF ROAD, 18 FEET SOUTH OF THE EXTENDED CENTER
 JB0252'OF DRIVEWAY EAST, 18 FEET SOUTH OF AN 18-INCH CATALPA TREE, 1.5
 JB0252'FEET SOUTH OF WITNESS POST, 1 FOOT EAST OF FENCE, ABOUT 0.5
 JB0252'FOOT BELOW THE LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST
 JB0252'PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0727 ***********************************************************************
 KC0727  DESIGNATION -  C 255 RESET
 KC0727  PID         -  KC0727
 KC0727  STATE/COUNTY-  IL/MORGAN
 KC0727  USGS QUAD   -  MEREDOSIA (1980)
 KC0727
 KC0727                         *CURRENT SURVEY CONTROL
 KC0727  ___________________________________________________________________
 KC0727* NAD 83(1986)-  39 47 53.     (N)    090 31 00.     (W)     SCALED    
 KC0727* NAVD 88     -       153.31   (meters)     503.0    (feet)  RESET     
 KC0727  ___________________________________________________________________
 KC0727  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KC0727
 KC0727  VERT ORDER  -  THIRD
 KC0727
 KC0727.The horizontal coordinates were scaled from a topographic map and have
 KC0727.an estimated accuracy of +/- 6 seconds.
 KC0727
 KC0727.The orthometric height was computed from unverified reset data.
 KC0727.No vertical observational check was made to the station.
 KC0727
 KC0727.The geoid height was determined by GEOID03.
 KC0727
 KC0727;                    North         East    Units  Estimated Accuracy
 KC0727;SPC IL W     -   347,630.      670,030.      MT  (+/- 180 meters Scaled)
 KC0727
 KC0727                          SUPERSEDED SURVEY CONTROL
 KC0727
 KC0727  NGVD 29 (03/28/06)  153.42   (m)          503.3    (f) RESET       3  
 KC0727
 KC0727.Superseded values are not recommended for survey control.
 KC0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0727.See file dsdata.txt to determine how the superseded data were derived.
 KC0727
 KC0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE126082(NAD 83)
 KC0727_MARKER: DV = VERTICAL CONTROL DISK
 KC0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0727_SP_SET: CONCRETE POST
 KC0727_STAMPING: C 255 RESET 1992
 KC0727_MARK LOGO: NGS   
 KC0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0727+STABILITY: SURFACE MOTION
 KC0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0727+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KC0727
 KC0727  HISTORY     - Date     Condition        Report By
 KC0727  HISTORY     - 1992     MONUMENTED       NGS
 KC0727
 KC0727                          STATION DESCRIPTION
 KC0727
 KC0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KC0727'ABOUT 3.7 MI (6.0 KM) NORTH ALONG ILLINOIS ROUTE 100 FROM THE CROSSING
 KC0727'OF THE WABASH RAILROAD AT BLUFFS, 0.2 MI (0.3 KM) NORTH OF THE ROUTE
 KC0727'100 BRIDGE OVER SPRING RUN, 22.4 M (73.5 FT) EAST OF THE CENTERLINE
 KC0727'OF ROUTE 100, 32.6 M (107.0 FT) SOUTH OF A WIRE FENCE CORNER (BEND),
 KC0727'0.4 M (1.3 FT) WEST OF A WIRE FENCE, 0.3 M (1.0 FT) WEST OF A
 KC0727'FIBERGLASS WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE MONUMENT,
 KC0727'FLUSH WITH THE GROUND AND ABOUT 2.5 M (8.2 FT) ABOVE THE LEVEL OF THE
 KC0727'HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0806 ***********************************************************************
 JB0806  DESIGNATION -  C 256
 JB0806  PID         -  JB0806
 JB0806  STATE/COUNTY-  IL/MARION
 JB0806  USGS QUAD   -  PATOKA (1981)
 JB0806
 JB0806                         *CURRENT SURVEY CONTROL
 JB0806  ___________________________________________________________________
 JB0806* NAD 83(1986)-  38 45 43.     (N)    089 05 39.     (W)     SCALED    
 JB0806* NAVD 88     -       149.792  (meters)     491.44   (feet)  ADJUSTED  
 JB0806  ___________________________________________________________________
 JB0806  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JB0806  DYNAMIC HT  -         149.698 (meters)     491.13  (feet)  COMP
 JB0806  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JB0806
 JB0806  VERT ORDER  -  FIRST     CLASS I
 JB0806
 JB0806.The horizontal coordinates were scaled from a topographic map and have
 JB0806.an estimated accuracy of +/- 6 seconds.
 JB0806
 JB0806.The orthometric height was determined by differential leveling
 JB0806.and adjusted by the National Geodetic Survey in June 1991..
 JB0806
 JB0806.The geoid height was determined by GEOID03.
 JB0806
 JB0806.The dynamic height is computed by dividing the NAVD 88
 JB0806.geopotential number by the normal gravity value computed on the
 JB0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0806.degrees latitude (g = 980.6199 gals.).
 JB0806
 JB0806.The modeled gravity was interpolated from observed gravity values.
 JB0806
 JB0806;                    North         East    Units  Estimated Accuracy
 JB0806;SPC IL E     -   232,830.      233,870.      MT  (+/- 180 meters Scaled)
 JB0806
 JB0806                          SUPERSEDED SURVEY CONTROL
 JB0806
 JB0806  NGVD 29 (??/??/92)  149.915  (m)          491.85   (f) ADJ UNCH    1 1
 JB0806
 JB0806.Superseded values are not recommended for survey control.
 JB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0806.See file dsdata.txt to determine how the superseded data were derived.
 JB0806
 JB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH180924(NAD 83)
 JB0806_MARKER: DB = BENCH MARK DISK
 JB0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0806_SP_SET: BRIDGE
 JB0806_STAMPING: C 256 1961
 JB0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0806
 JB0806  HISTORY     - Date     Condition        Report By
 JB0806  HISTORY     - 1961     MONUMENTED       CGS
 JB0806  HISTORY     - 1969     GOOD             NGS
 JB0806
 JB0806                          STATION DESCRIPTION
 JB0806
 JB0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0806'0.6 MI N FROM PATOKA.
 JB0806'ABOUT 0.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0806'THE POST OFFICE AT PATOKA, 0.2 MILE SOUTH OF A CROSSING OF THE
 JB0806'RAILROAD AND A ROAD, 7 1/2 RAILS SOUTH OF MILEPOST 676, 15 FEET
 JB0806'EAST OF THE EAST RAIL, SET IN THE TOP OF THE NORTH END OF THE
 JB0806'EAST CONCRETE HEADWALL OF A 30-FOOT CONCRETE RAILROAD BRIDGE OVER
 JB0806'DEER CREEK, 1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, AND
 JB0806'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.  SEC 28, T 4 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0812 ***********************************************************************
 KB0812  DESIGNATION -  C 257
 KB0812  PID         -  KB0812
 KB0812  STATE/COUNTY-  IL/FAYETTE
 KB0812  USGS QUAD   -  VERA (1982)
 KB0812
 KB0812                         *CURRENT SURVEY CONTROL
 KB0812  ___________________________________________________________________
 KB0812* NAD 83(1986)-  39 00 31.     (N)    089 06 30.     (W)     SCALED    
 KB0812* NAVD 88     -       151.520  (meters)     497.11   (feet)  ADJUSTED  
 KB0812  ___________________________________________________________________
 KB0812  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KB0812  DYNAMIC HT  -         151.428 (meters)     496.81  (feet)  COMP
 KB0812  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 KB0812
 KB0812  VERT ORDER  -  FIRST     CLASS I
 KB0812
 KB0812.The horizontal coordinates were scaled from a topographic map and have
 KB0812.an estimated accuracy of +/- 6 seconds.
 KB0812
 KB0812.The orthometric height was determined by differential leveling
 KB0812.and adjusted by the National Geodetic Survey in June 1991..
 KB0812
 KB0812.The geoid height was determined by GEOID03.
 KB0812
 KB0812.The dynamic height is computed by dividing the NAVD 88
 KB0812.geopotential number by the normal gravity value computed on the
 KB0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0812.degrees latitude (g = 980.6199 gals.).
 KB0812
 KB0812.The modeled gravity was interpolated from observed gravity values.
 KB0812
 KB0812;                    North         East    Units  Estimated Accuracy
 KB0812;SPC IL E     -   260,220.      232,870.      MT  (+/- 180 meters Scaled)
 KB0812
 KB0812                          SUPERSEDED SURVEY CONTROL
 KB0812
 KB0812  NGVD 29 (??/??/92)  151.635  (m)          497.49   (f) ADJ UNCH    1 1
 KB0812
 KB0812.Superseded values are not recommended for survey control.
 KB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0812.See file dsdata.txt to determine how the superseded data were derived.
 KB0812
 KB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ174198(NAD 83)
 KB0812_MARKER: DB = BENCH MARK DISK
 KB0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0812_SP_SET: BRIDGE
 KB0812_STAMPING: C 257 1961
 KB0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0812
 KB0812  HISTORY     - Date     Condition        Report By
 KB0812  HISTORY     - 1961     MONUMENTED       CGS
 KB0812  HISTORY     - 1969     GOOD             NGS
 KB0812  HISTORY     - 1976     GOOD             NGS
 KB0812
 KB0812                          STATION DESCRIPTION
 KB0812
 KB0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0812'3.4 MI N FROM VANDALIA.
 KB0812'ABOUT 3.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0812'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 KB0812'VANDALIA, 0.3 MILE NORTH OF MILEPOST 693, 6 FEET WEST OF THE
 KB0812'WEST RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 KB0812'ABUTMENT OF A STEEL RAILROAD BRIDGE OVER BEAR CREEK, 2 FEET EAST
 KB0812'OF THE WEST END OF THE TOP STEP ON THE ABUTMENT, AND ABOUT 1 1/2
 KB0812'FEET BELOW THE LEVEL OF THE TRACK.  SEC 32, T 7 N, R 1 E.
 KB0812
 KB0812                          STATION RECOVERY (1976)
 KB0812
 KB0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0215 ***********************************************************************
 LD0215  DESIGNATION -  C 258
 LD0215  PID         -  LD0215
 LD0215  STATE/COUNTY-  IL/MASON
 LD0215  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0215
 LD0215                         *CURRENT SURVEY CONTROL
 LD0215  ___________________________________________________________________
 LD0215* NAD 83(1986)-  40 04 50.     (N)    090 09 09.     (W)     SCALED    
 LD0215* NAVD 88     -       143.480  (meters)     470.73   (feet)  ADJUSTED  
 LD0215  ___________________________________________________________________
 LD0215  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LD0215  DYNAMIC HT  -         143.406 (meters)     470.49  (feet)  COMP
 LD0215  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 LD0215
 LD0215  VERT ORDER  -  FIRST     CLASS II
 LD0215
 LD0215.The horizontal coordinates were scaled from a topographic map and have
 LD0215.an estimated accuracy of +/- 6 seconds.
 LD0215
 LD0215.The orthometric height was determined by differential leveling
 LD0215.and adjusted by the National Geodetic Survey in June 1991..
 LD0215
 LD0215.The geoid height was determined by GEOID03.
 LD0215
 LD0215.The dynamic height is computed by dividing the NAVD 88
 LD0215.geopotential number by the normal gravity value computed on the
 LD0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0215.degrees latitude (g = 980.6199 gals.).
 LD0215
 LD0215.The modeled gravity was interpolated from observed gravity values.
 LD0215
 LD0215;                    North         East    Units  Estimated Accuracy
 LD0215;SPC IL W     -   378,930.      701,210.      MT  (+/- 180 meters Scaled)
 LD0215
 LD0215                          SUPERSEDED SURVEY CONTROL
 LD0215
 LD0215  NGVD 29 (??/??/92)  143.580  (m)          471.06   (f) ADJ UNCH    1 2
 LD0215
 LD0215.Superseded values are not recommended for survey control.
 LD0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0215.See file dsdata.txt to determine how the superseded data were derived.
 LD0215
 LD0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE427405(NAD 83)
 LD0215_MARKER: DB = BENCH MARK DISK
 LD0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0215_STAMPING: C 258 1961
 LD0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0215+STABILITY: SURFACE MOTION
 LD0215
 LD0215  HISTORY     - Date     Condition        Report By
 LD0215  HISTORY     - 1961     MONUMENTED       CGS
 LD0215  HISTORY     - 20050601 MARK NOT FOUND   ILDT
 LD0215
 LD0215                          STATION DESCRIPTION
 LD0215
 LD0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0215'2.2 MI N FROM CHANDLERVILLE.
 LD0215'ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 LD0215'WITH LAKE STREET IN CHANDLERVILLE, 39 FEET EAST OF THE CENTER LINE
 LD0215'OF THE HIGHWAY, 0.95 MILE NORTH OF THE NORTH END OF THE LARGE
 LD0215'BRIDGE OVER THE SANGAMON RIVER, 517.5 FEET NORTH OF THE NORTHEAST
 LD0215'CORNER OF THE BRIDGE OVER WOLF LAKE, 71.5 FEET NORTH OF THE
 LD0215'CENTER LINE OF A DRIVEWAY, 1 FOOT WEST OF A FENCE, 2 FEET SOUTHWEST
 LD0215'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 LD0215'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LD0215'THE GROUND.
 LD0215
 LD0215                          STATION RECOVERY (2005)
 LD0215
 LD0215'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0449 ***********************************************************************
 LC0449  DESIGNATION -  C 259
 LC0449  PID         -  LC0449
 LC0449  STATE/COUNTY-  IL/MCLEAN
 LC0449  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0449
 LC0449                         *CURRENT SURVEY CONTROL
 LC0449  ___________________________________________________________________
 LC0449* NAD 83(1986)-  40 25 08.     (N)    088 58 38.     (W)     SCALED    
 LC0449* NAVD 88     -       242.316  (meters)     795.00   (feet)  ADJUSTED  
 LC0449  ___________________________________________________________________
 LC0449  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0449  DYNAMIC HT  -         242.201 (meters)     794.62  (feet)  COMP
 LC0449  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 LC0449
 LC0449  VERT ORDER  -  FIRST     CLASS I
 LC0449
 LC0449.The horizontal coordinates were scaled from a topographic map and have
 LC0449.an estimated accuracy of +/- 6 seconds.
 LC0449
 LC0449.The orthometric height was determined by differential leveling
 LC0449.and adjusted by the National Geodetic Survey in June 1991..
 LC0449
 LC0449.The geoid height was determined by GEOID03.
 LC0449
 LC0449.The dynamic height is computed by dividing the NAVD 88
 LC0449.geopotential number by the normal gravity value computed on the
 LC0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0449.degrees latitude (g = 980.6199 gals.).
 LC0449
 LC0449.The modeled gravity was interpolated from observed gravity values.
 LC0449
 LC0449;                    North         East    Units  Estimated Accuracy
 LC0449;SPC IL E     -   416,710.      245,350.      MT  (+/- 180 meters Scaled)
 LC0449
 LC0449                          SUPERSEDED SURVEY CONTROL
 LC0449
 LC0449  NGVD 29 (??/??/92)  242.374  (m)          795.19   (f) ADJ UNCH    1 1
 LC0449
 LC0449.Superseded values are not recommended for survey control.
 LC0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0449.See file dsdata.txt to determine how the superseded data were derived.
 LC0449
 LC0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK322761(NAD 83)
 LC0449_MARKER: DB = BENCH MARK DISK
 LC0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0449_SP_SET: 40 FEET
 LC0449_STAMPING: C 259 1961
 LC0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0449
 LC0449  HISTORY     - Date     Condition        Report By
 LC0449  HISTORY     - 1961     MONUMENTED       CGS
 LC0449  HISTORY     - 1969     GOOD             NGS
 LC0449
 LC0449                          STATION DESCRIPTION
 LC0449
 LC0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0449'5 MI S FROM BLOOMINGTON.
 LC0449'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0449'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 4.35 MILES SOUTH ALONG
 LC0449'THE ILLINOIS CENTRAL RAILROAD, 0.35 MILE SOUTH OF MILEPOST 792,
 LC0449'144 FEET NORTH-NORTHEAST OF THE CENTER OF A CROSSING OF THE
 LC0449'RAILROAD AND A PAVED ROAD, 39 FEET EAST OF THE EAST RAIL, 134
 LC0449'FEET NORTH OF THE CENTER LINE OF THE ROAD, 80 FEET WEST OF THE
 LC0449'NORTHWEST CORNER OF A GARAGE WHICH IS ON THE WEST SIDE OF A
 LC0449'WHITE FRAME HOUSE, 79 FEET SOUTHEAST OF A SWITCH STAND FOR THE
 LC0449'RAILROAD, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.4 FEET NORTH
 LC0449'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 LC0449'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 LC0449'DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 6-INCH TILE
 LC0449'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0449'SEC 27, T 23 N,R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1464 ***********************************************************************
 ME1464  DESIGNATION -  C 26
 ME1464  PID         -  ME1464
 ME1464  STATE/COUNTY-  IL/KANKAKEE
 ME1464  USGS QUAD   -  BOURBONNAIS (1978)
 ME1464
 ME1464                         *CURRENT SURVEY CONTROL
 ME1464  ___________________________________________________________________
 ME1464* NAD 83(1986)-  41 12 14.     (N)    087 52 35.     (W)     SCALED    
 ME1464* NAVD 88     -       205.167  (meters)     673.12   (feet)  ADJUSTED  
 ME1464  ___________________________________________________________________
 ME1464  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 ME1464  DYNAMIC HT  -         205.086 (meters)     672.85  (feet)  COMP
 ME1464  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 ME1464
 ME1464  VERT ORDER  -  SECOND    CLASS 0
 ME1464
 ME1464.The horizontal coordinates were scaled from a topographic map and have
 ME1464.an estimated accuracy of +/- 6 seconds.
 ME1464
 ME1464.The orthometric height was determined by differential leveling
 ME1464.and adjusted by the National Geodetic Survey in June 1991..
 ME1464
 ME1464.The geoid height was determined by GEOID03.
 ME1464
 ME1464.The dynamic height is computed by dividing the NAVD 88
 ME1464.geopotential number by the normal gravity value computed on the
 ME1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1464.degrees latitude (g = 980.6199 gals.).
 ME1464
 ME1464.The modeled gravity was interpolated from observed gravity values.
 ME1464
 ME1464;                    North         East    Units  Estimated Accuracy
 ME1464;SPC IL E     -   503,790.      338,330.      MT  (+/- 180 meters Scaled)
 ME1464
 ME1464                          SUPERSEDED SURVEY CONTROL
 ME1464
 ME1464  NGVD 29 (??/??/92)  205.256  (m)          673.41   (f) ADJ UNCH    2 0
 ME1464
 ME1464.Superseded values are not recommended for survey control.
 ME1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1464.See file dsdata.txt to determine how the superseded data were derived.
 ME1464
 ME1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL265617(NAD 83)
 ME1464_MARKER: DB = BENCH MARK DISK
 ME1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1464_SP_SET: CULVERT
 ME1464_STAMPING: C 26 1934
 ME1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1464
 ME1464  HISTORY     - Date     Condition        Report By
 ME1464  HISTORY     - 1934     MONUMENTED       CGS
 ME1464  HISTORY     - 1954     GOOD             NGS
 ME1464  HISTORY     - 1967     MARK NOT FOUND   NGS
 ME1464  HISTORY     - 19880901 MARK NOT FOUND   USPSQD
 ME1464
 ME1464                          STATION DESCRIPTION
 ME1464
 ME1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1464'3.5 MI N FROM BOURBONNAIS.
 ME1464'ABOUT 3.5 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE CITY HALL
 ME1464'AT BOURBONNAIS, ABOUT 0.15 MILE SOUTH OF A CROSSROAD, IN THE
 ME1464'TOP AND 2.8 FEET SOUTH OF NORTH END OF EAST HEAD WALL OF A 4-FOOT
 ME1464'CONCRETE BOX CULVERT, 15 1/2 FEET EAST OF CENTER LINE OF HIGHWAY
 ME1464'AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 ME1464
 ME1464                          STATION RECOVERY (1967)
 ME1464
 ME1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1464'MARK NOT FOUND.
 ME1464
 ME1464                          STATION RECOVERY (1988)
 ME1464
 ME1464'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0517 ***********************************************************************
 LC0517  DESIGNATION -  C 260
 LC0517  PID         -  LC0517
 LC0517  STATE/COUNTY-  IL/MACON
 LC0517  USGS QUAD   -  MAROA (1979)
 LC0517
 LC0517                         *CURRENT SURVEY CONTROL
 LC0517  ___________________________________________________________________
 LC0517* NAD 83(1997)-  40 00 28.94117(N)    088 57 04.98219(W)     ADJUSTED  
 LC0517* NAVD 88     -       211.058  (meters)     692.45   (feet)  ADJUSTED  
 LC0517  ___________________________________________________________________
 LC0517  X           -      89,532.377 (meters)                     COMP
 LC0517  Y           -  -4,891,451.461 (meters)                     COMP
 LC0517  Z           -   4,078,784.322 (meters)                     COMP
 LC0517  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 LC0517  ELLIP HEIGHT-         178.87  (meters)          (12/06/04) GPS OBS
 LC0517  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0517  DYNAMIC HT  -         210.948 (meters)     692.09  (feet)  COMP
 LC0517  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 LC0517
 LC0517  HORZ ORDER  -  FIRST
 LC0517  VERT ORDER  -  FIRST     CLASS I
 LC0517  ELLP ORDER  -  FOURTH    CLASS I
 LC0517
 LC0517.The horizontal coordinates were established by GPS observations
 LC0517.and adjusted by the National Geodetic Survey in December 2002..
 LC0517
 LC0517.The orthometric height was determined by differential leveling
 LC0517.and adjusted by the National Geodetic Survey in June 1991..
 LC0517
 LC0517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0517
 LC0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0517
 LC0517.The ellipsoidal height was determined by GPS observations
 LC0517.and is referenced to NAD 83.
 LC0517
 LC0517.The geoid height was determined by GEOID03.
 LC0517
 LC0517.The dynamic height is computed by dividing the NAVD 88
 LC0517.geopotential number by the normal gravity value computed on the
 LC0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0517.degrees latitude (g = 980.6199 gals.).
 LC0517
 LC0517.The modeled gravity was interpolated from observed gravity values.
 LC0517
 LC0517;                    North         East     Units Scale Factor Converg.
 LC0517;SPC IL E     -   371,075.905   247,229.604   MT  1.00000927   -0 23 50.5
 LC0517;SPC IL E     - 1,217,438.20    811,119.13   sFT  1.00000927   -0 23 50.5
 LC0517;UTM  16      - 4,430,473.312   333,444.336   MT  0.99994151   -1 15 17.4
 LC0517
 LC0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0517!SPC IL E     -   0.99997194  x   1.00000927  =   0.99998121
 LC0517!UTM  16      -   0.99997194  x   0.99994151  =   0.99991345
 LC0517
 LC0517                          SUPERSEDED SURVEY CONTROL
 LC0517
 LC0517  ELLIP H (12/18/02)  178.76   (m)                       GP(       ) 4 2
 LC0517  NAVD 88 (12/18/02)  211.06   (m)          692.5    (f) LEVELING    3  
 LC0517  NGVD 29 (??/??/92)  211.133  (m)          692.69   (f) ADJ UNCH    1 1
 LC0517
 LC0517.Superseded values are not recommended for survey control.
 LC0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0517.See file dsdata.txt to determine how the superseded data were derived.
 LC0517
 LC0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3344430473(NAD 83)
 LC0517_MARKER: DB = BENCH MARK DISK
 LC0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0517_STAMPING: C 260 1961
 LC0517_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0517+STABILITY: SURFACE MOTION
 LC0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0517+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 LC0517
 LC0517  HISTORY     - Date     Condition        Report By
 LC0517  HISTORY     - 1961     MONUMENTED       CGS
 LC0517  HISTORY     - 1969     GOOD             NGS
 LC0517  HISTORY     - 1976     GOOD             NGS
 LC0517  HISTORY     - 20001229 GOOD             ZAMBRA
 LC0517
 LC0517                          STATION DESCRIPTION
 LC0517
 LC0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0517'2 MI S FROM MAROA.
 LC0517'ABOUT 1.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0517'THE STATION AT MAROA, 0.25 MILE NORTH OF MILEPOST 763, 97 FEET
 LC0517'EAST OF THE EAST RAIL OF THE MAIN TRACK, 124 FEET SOUTHEAST OF
 LC0517'THE CENTER OF A CROSSING OF THE RAILROAD AND STATE HIGHWAY 18,
 LC0517'75 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHEAST
 LC0517'OF A TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, 1.7 FEET NORTH
 LC0517'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 LC0517'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 LC0517'OF THE GROUND.  SEC 23, T18N, R2E
 LC0517
 LC0517                          STATION RECOVERY (1976)
 LC0517
 LC0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0517'RECOVERED IN GOOD CONDITION.
 LC0517
 LC0517                          STATION RECOVERY (2000)
 LC0517
 LC0517'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC0517'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC0517'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC0517' 
 LC0517'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0804 ***********************************************************************
 KB0804  DESIGNATION -  C 262
 KB0804  PID         -  KB0804
 KB0804  STATE/COUNTY-  IL/FAYETTE
 KB0804  USGS QUAD   -  VERA (1982)
 KB0804
 KB0804                         *CURRENT SURVEY CONTROL
 KB0804  ___________________________________________________________________
 KB0804* NAD 83(1986)-  39 03 25.     (N)    089 06 43.     (W)     SCALED    
 KB0804* NAVD 88     -       172.158  (meters)     564.82   (feet)  ADJUSTED  
 KB0804  ___________________________________________________________________
 KB0804  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KB0804  DYNAMIC HT  -         172.054 (meters)     564.48  (feet)  COMP
 KB0804  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 KB0804
 KB0804  VERT ORDER  -  FIRST     CLASS I
 KB0804
 KB0804.The horizontal coordinates were scaled from a topographic map and have
 KB0804.an estimated accuracy of +/- 6 seconds.
 KB0804
 KB0804.The orthometric height was determined by differential leveling
 KB0804.and adjusted by the National Geodetic Survey in June 1991..
 KB0804
 KB0804.The geoid height was determined by GEOID03.
 KB0804
 KB0804.The dynamic height is computed by dividing the NAVD 88
 KB0804.geopotential number by the normal gravity value computed on the
 KB0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0804.degrees latitude (g = 980.6199 gals.).
 KB0804
 KB0804.The modeled gravity was interpolated from observed gravity values.
 KB0804
 KB0804;                    North         East    Units  Estimated Accuracy
 KB0804;SPC IL E     -   265,590.      232,610.      MT  (+/- 180 meters Scaled)
 KB0804
 KB0804                          SUPERSEDED SURVEY CONTROL
 KB0804
 KB0804  NGVD 29 (??/??/92)  172.263  (m)          565.17   (f) ADJ UNCH    1 1
 KB0804
 KB0804.Superseded values are not recommended for survey control.
 KB0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0804.See file dsdata.txt to determine how the superseded data were derived.
 KB0804
 KB0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ172252(NAD 83)
 KB0804_MARKER: DB = BENCH MARK DISK
 KB0804_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KB0804_SP_SET: 35 1/2 FEET
 KB0804_STAMPING: C 262 1961
 KB0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0804
 KB0804  HISTORY     - Date     Condition        Report By
 KB0804  HISTORY     - 1961     MONUMENTED       CGS
 KB0804  HISTORY     - 1969     GOOD             NGS
 KB0804  HISTORY     - 1976     GOOD             NGS
 KB0804
 KB0804                          STATION DESCRIPTION
 KB0804
 KB0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0804'5.6 MI S FROM RAMSEY.
 KB0804'ABOUT 5.65 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0804'THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, OR ABOUT 6.75 MILES
 KB0804'NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE CROSSING OF
 KB0804'THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT VANDALIA, 0.35 MILE
 KB0804'NORTH OF MILEPOST 697, AT A CROSSING OF THE RAILROAD AND A DIRT
 KB0804'ROAD, 87 1/2 FEET WEST OF THE WEST RAIL, 26 FEET NORTH OF THE
 KB0804'CENTER LINE OF THE ROAD, 2 FEET EAST OF A FENCE, 1.3 FEET SOUTH
 KB0804'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 KB0804'TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 KB0804'DRIVEN TO A DEPTH OF 35 1/2 FEET AND IS ENCASED IN A 6-INCH
 KB0804'TILE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 KB0804'SEC 8, T 7 N, R 1 E.
 KB0804
 KB0804                          STATION RECOVERY (1976)
 KB0804
 KB0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0666 ***********************************************************************
 KB0666  DESIGNATION -  C 263
 KB0666  PID         -  KB0666
 KB0666  STATE/COUNTY-  IL/MACON
 KB0666  USGS QUAD   -  MACON WEST (1982)
 KB0666
 KB0666                         *CURRENT SURVEY CONTROL
 KB0666  ___________________________________________________________________
 KB0666* NAD 83(1986)-  39 41 39.     (N)    089 00 10.     (W)     SCALED    
 KB0666* NAVD 88     -       207.272  (meters)     680.02   (feet)  ADJUSTED  
 KB0666  ___________________________________________________________________
 KB0666  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0666  DYNAMIC HT  -         207.156 (meters)     679.64  (feet)  COMP
 KB0666  MODELED GRAV-     980,060.2   (mgal)                       NAVD 88
 KB0666
 KB0666  VERT ORDER  -  FIRST     CLASS I
 KB0666
 KB0666.The horizontal coordinates were scaled from a topographic map and have
 KB0666.an estimated accuracy of +/- 6 seconds.
 KB0666
 KB0666.The orthometric height was determined by differential leveling
 KB0666.and adjusted by the National Geodetic Survey in June 1991..
 KB0666
 KB0666.The geoid height was determined by GEOID03.
 KB0666
 KB0666.The dynamic height is computed by dividing the NAVD 88
 KB0666.geopotential number by the normal gravity value computed on the
 KB0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0666.degrees latitude (g = 980.6199 gals.).
 KB0666
 KB0666.The modeled gravity was interpolated from observed gravity values.
 KB0666
 KB0666;                    North         East    Units  Estimated Accuracy
 KB0666;SPC IL E     -   336,260.      242,580.      MT  (+/- 180 meters Scaled)
 KB0666
 KB0666                          SUPERSEDED SURVEY CONTROL
 KB0666
 KB0666  NGVD 29 (??/??/92)  207.353  (m)          680.29   (f) ADJ UNCH    1 1
 KB0666
 KB0666.Superseded values are not recommended for survey control.
 KB0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0666.See file dsdata.txt to determine how the superseded data were derived.
 KB0666
 KB0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ282957(NAD 83)
 KB0666_MARKER: DB = BENCH MARK DISK
 KB0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0666_SP_SET: BRIDGE
 KB0666_STAMPING: C 263 1961
 KB0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0666
 KB0666  HISTORY     - Date     Condition        Report By
 KB0666  HISTORY     - 1961     MONUMENTED       CGS
 KB0666  HISTORY     - 1969     GOOD             NGS
 KB0666  HISTORY     - 1976     GOOD             NGS
 KB0666
 KB0666                          STATION DESCRIPTION
 KB0666
 KB0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0666'1.2 MI S FROM MACON.
 KB0666'ABOUT 1.25 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0666'THE PEOPLES BANK OF MACON AT MACON, 0.05 MILE NORTH OF MILEPOST
 KB0666'741, 165 FEET EAST AND ACROSS U.S. HIGHWAY 51 FROM THE EAST RAIL,
 KB0666'24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 KB0666'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A 20-FOOT
 KB0666'CONCRETE HIGHWAY BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 KB0666'THE HIGHWAY.  SEC 5, T14N, R2E.
 KB0666
 KB0666                          STATION RECOVERY (1976)
 KB0666
 KB0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1131 ***********************************************************************
 MF1131  DESIGNATION -  C 265
 MF1131  PID         -  MF1131
 MF1131  STATE/COUNTY-  IL/WHITESIDE
 MF1131  USGS QUAD   -  HAHNAMAN (1982)
 MF1131
 MF1131                         *CURRENT SURVEY CONTROL
 MF1131  ___________________________________________________________________
 MF1131* NAD 83(1986)-  41 44 11.     (N)    089 39 54.     (W)     SCALED    
 MF1131* NAVD 88     -       201.122  (meters)     659.85   (feet)  ADJUSTED  
 MF1131  ___________________________________________________________________
 MF1131  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1131  DYNAMIC HT  -         201.050 (meters)     659.61  (feet)  COMP
 MF1131  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 MF1131
 MF1131  VERT ORDER  -  SECOND    CLASS 0
 MF1131
 MF1131.The horizontal coordinates were scaled from a topographic map and have
 MF1131.an estimated accuracy of +/- 6 seconds.
 MF1131
 MF1131.The orthometric height was determined by differential leveling
 MF1131.and adjusted by the National Geodetic Survey in June 1991..
 MF1131
 MF1131.The geoid height was determined by GEOID03.
 MF1131
 MF1131.The dynamic height is computed by dividing the NAVD 88
 MF1131.geopotential number by the normal gravity value computed on the
 MF1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1131.degrees latitude (g = 980.6199 gals.).
 MF1131
 MF1131.The modeled gravity was interpolated from observed gravity values.
 MF1131
 MF1131;                    North         East    Units  Estimated Accuracy
 MF1131;SPC IL W     -   562,930.      741,730.      MT  (+/- 180 meters Scaled)
 MF1131
 MF1131                          SUPERSEDED SURVEY CONTROL
 MF1131
 MF1131  NGVD 29 (??/??/92)  201.189  (m)          660.07   (f) ADJ UNCH    2 0
 MF1131
 MF1131.Superseded values are not recommended for survey control.
 MF1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1131.See file dsdata.txt to determine how the superseded data were derived.
 MF1131
 MF1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM783239(NAD 83)
 MF1131_MARKER: DB = BENCH MARK DISK
 MF1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1131_STAMPING: C 265 1966
 MF1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1131+STABILITY: SURFACE MOTION
 MF1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1131+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 MF1131
 MF1131  HISTORY     - Date     Condition        Report By
 MF1131  HISTORY     - 1966     MONUMENTED       CGS
 MF1131  HISTORY     - 1981     GOOD             USGS
 MF1131  HISTORY     - 19940815 GOOD             USPSQD
 MF1131  HISTORY     - 19990501 GOOD             USPSQD
 MF1131  HISTORY     - 20010925 GOOD             CMT
 MF1131  HISTORY     - 20030315 GOOD             USPSQD
 MF1131  HISTORY     - 20050322 GOOD             USPSQD
 MF1131
 MF1131                          STATION DESCRIPTION
 MF1131
 MF1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MF1131'2 MI SE FROM ROCK FALLS.
 MF1131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 88 AND
 MF1131'U.S. HIGHWAY 30, AT THE SOUTH EDGE OF ROCK FALLS, GO SOUTH ON
 MF1131'HIGHWAY 88 FOR 1.95 MILES TO A CROSSROADS, TURN LEFT AND GO 1.2 MILES
 MF1131'TO A T INTERSECTION AND MARK ON THE RIGHT.  THE MARK IS 10 FT. EAST
 MF1131'OF A WOODEN GATE, 39 FT. SOUTH OF THE ROAD, 56 FT. SOUTHEAST OF
 MF1131'INTERSECTION OF T ROAD NORTH, 13.70 FT. SOUTH OF THE EAST END OF A
 MF1131'CORRIGATED STEEL CULVERT, 2.6 FT. EAST OF A GATE POST AND 1.3 FT.
 MF1131'NORTH OF AN EAST WEST FENCE.
 MF1131
 MF1131                          STATION RECOVERY (1981)
 MF1131
 MF1131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MF1131'RECOVERED IN GOOD CONDITION.
 MF1131
 MF1131                          STATION RECOVERY (1994)
 MF1131
 MF1131'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1131'RECOVERED IN GOOD CONDITION.
 MF1131
 MF1131                          STATION RECOVERY (1999)
 MF1131
 MF1131'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1131'RECOVERED IN GOOD CONDITION.
 MF1131
 MF1131                          STATION RECOVERY (2001)
 MF1131
 MF1131'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 MF1131'RECOVERED IN GOOD CONDITION.
 MF1131
 MF1131                          STATION RECOVERY (2003)
 MF1131
 MF1131'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1131'RECOVERED IN GOOD CONDITION.
 MF1131
 MF1131                          STATION RECOVERY (2005)
 MF1131
 MF1131'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1866 ***********************************************************************
 ME1866  DESIGNATION -  C 266
 ME1866  PID         -  ME1866
 ME1866  STATE/COUNTY-  IL/COOK
 ME1866  USGS QUAD   -  LAKE CALUMET (1997)
 ME1866
 ME1866                         *CURRENT SURVEY CONTROL
 ME1866  ___________________________________________________________________
 ME1866* NAD 83(1986)-  41 43 14.     (N)    087 32 35.     (W)     SCALED    
 ME1866* NAVD 88     -       185.683  (meters)     609.20   (feet)  ADJUSTED  
 ME1866  ___________________________________________________________________
 ME1866  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1866  DYNAMIC HT  -         185.618 (meters)     608.98  (feet)  COMP
 ME1866  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 ME1866
 ME1866  VERT ORDER  -  FIRST     CLASS I
 ME1866
 ME1866.The horizontal coordinates were scaled from a topographic map and have
 ME1866.an estimated accuracy of +/- 6 seconds.
 ME1866
 ME1866.The orthometric height was determined by differential leveling
 ME1866.and adjusted by the National Geodetic Survey in April 1995..
 ME1866
 ME1866.The geoid height was determined by GEOID03.
 ME1866
 ME1866.The dynamic height is computed by dividing the NAVD 88
 ME1866.geopotential number by the normal gravity value computed on the
 ME1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1866.degrees latitude (g = 980.6199 gals.).
 ME1866
 ME1866.The modeled gravity was interpolated from observed gravity values.
 ME1866
 ME1866;                    North         East    Units  Estimated Accuracy
 ME1866;SPC IL E     -   561,370.      365,760.      MT  (+/- 180 meters Scaled)
 ME1866
 ME1866                          SUPERSEDED SURVEY CONTROL
 ME1866
 ME1866  NAVD 88 (06/15/91)  185.688  (m)          609.21   (f) UNKNOWN     1 1
 ME1866  NGVD 29 (01/19/93)  185.797  (m)          609.57   (f) ADJUSTED    1 1
 ME1866
 ME1866.Superseded values are not recommended for survey control.
 ME1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1866.See file dsdata.txt to determine how the superseded data were derived.
 ME1866
 ME1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM548188(NAD 83)
 ME1866_MARKER: DB = BENCH MARK DISK
 ME1866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1866_SP_SET: FOOTING
 ME1866_STAMPING: C 266 1968
 ME1866_MARK LOGO: CGS   
 ME1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1866+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1866
 ME1866  HISTORY     - Date     Condition        Report By
 ME1866  HISTORY     - 1968     MONUMENTED       CGS
 ME1866  HISTORY     - 1973     GOOD             NGS
 ME1866  HISTORY     - 1977     GOOD             NGS
 ME1866  HISTORY     - 1987     GOOD             USPSQD
 ME1866  HISTORY     - 19920806 GOOD             NGS
 ME1866
 ME1866                          STATION DESCRIPTION
 ME1866
 ME1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1866'AT CHICAGO.
 ME1866'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, NEAR THE WEST BANK
 ME1866'OF THE CALUMET RIVER, SET ON THE TOP OF THE SOUTHEAST CORNER
 ME1866'OF THE CONCRETE BASE FOR THE SOUTH LEG OF THE FIRST STEEL TOWER
 ME1866'SUPPORTING A HIGH TRANSMISSION LINE OVER THE CALUMET RIVER, 87
 ME1866'FEET NORTHWEST OF THE NORTHEAST END OF THE MOST NORTHEAST BRIDGE
 ME1866'OVER THE RIVER, 29.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 ME1866'THE NORTHEAST TRACK, 3.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 ME1866'THE SOUTH TOWER LEG AND LEVEL WITH THE TRACK.
 ME1866
 ME1866                          STATION RECOVERY (1973)
 ME1866
 ME1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1866'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, NEAR THE WEST BANK OF THE
 ME1866'CALUMET RIVER, SET ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 ME1866'BASE FOR THE SOUTH LEG OF THE FIRST STEEL TOWERSUPPORTING A HIGH
 ME1866'TRANSMISSION LINE OVER THE CALMUT RIVER, 87.5 FEET NORTHWEST OF THE
 ME1866'NORTH END OF THE CENTER RAILROAD BRIDGE OVER THE CALMUT RIVER, 29 FEET
 ME1866'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, 3.2 FEET
 ME1866'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SOUTH TOWER LEG AND ABOUT 1/2
 ME1866'FOOT BELOW THE LEVEL OF THE TRACK.
 ME1866
 ME1866                          STATION RECOVERY (1977)
 ME1866
 ME1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1866'RECOVERED IN GOOD CONDITION.
 ME1866
 ME1866                          STATION RECOVERY (1987)
 ME1866
 ME1866'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJH)
 ME1866'RECOVERED IN GOOD CONDITION.
 ME1866
 ME1866                          STATION RECOVERY (1992)
 ME1866
 ME1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1866'0.4 KM (0.25 MI) SOUTHWESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME1866'JUNCTION OF EAST 95TH STREET IN CHICAGO, IN TOP OF AND 0.5 M
 ME1866'(1.6 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE FOOTING
 ME1866'FOR THE SOUTH LEG OF A HIGH LINE TOWER WITH LINES CROSSING THE
 ME1866'CALUMET RIVER, 32.0 M (105.0 FT) NORTHEAST OF THE NEAR RAIL, 25.4 M
 ME1866'(83.3 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE NORTHWEST ABUTMENT
 ME1866'OF THE CENTER OF 3 RAILROAD BRIDGES, 1.0 M (3.3 FT) SOUTHEAST OF THE
 ME1866'TOWER LEG, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0040 ***********************************************************************
 NH0040  DESIGNATION -  C 267
 NH0040  PID         -  NH0040
 NH0040  STATE/COUNTY-  IL/COOK
 NH0040  USGS QUAD   -  STREAMWOOD (1993)
 NH0040
 NH0040                         *CURRENT SURVEY CONTROL
 NH0040  ___________________________________________________________________
 NH0040* NAD 83(1986)-  42 00 01.     (N)    088 08 42.     (W)     SCALED    
 NH0040* NAVD 88     -       244.461  (meters)     802.04   (feet)  ADJUSTED  
 NH0040  ___________________________________________________________________
 NH0040  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NH0040  DYNAMIC HT  -         244.377 (meters)     801.76  (feet)  COMP
 NH0040  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 NH0040
 NH0040  VERT ORDER  -  FIRST     CLASS I
 NH0040
 NH0040.The horizontal coordinates were scaled from a topographic map and have
 NH0040.an estimated accuracy of +/- 6 seconds.
 NH0040
 NH0040.The orthometric height was determined by differential leveling
 NH0040.and adjusted by the National Geodetic Survey in June 1991..
 NH0040
 NH0040.The geoid height was determined by GEOID03.
 NH0040
 NH0040.The dynamic height is computed by dividing the NAVD 88
 NH0040.geopotential number by the normal gravity value computed on the
 NH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0040.degrees latitude (g = 980.6199 gals.).
 NH0040
 NH0040.The modeled gravity was interpolated from observed gravity values.
 NH0040
 NH0040;                    North         East    Units  Estimated Accuracy
 NH0040;SPC IL E     -   592,150.      315,600.      MT  (+/- 180 meters Scaled)
 NH0040
 NH0040                          SUPERSEDED SURVEY CONTROL
 NH0040
 NH0040  NGVD 29 (??/??/92)  244.543  (m)          802.30   (f) ADJ UNCH    1 1
 NH0040
 NH0040.Superseded values are not recommended for survey control.
 NH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0040.See file dsdata.txt to determine how the superseded data were derived.
 NH0040
 NH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM051504(NAD 83)
 NH0040_MARKER: DB = BENCH MARK DISK
 NH0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0040_SP_SET: CULVERT
 NH0040_STAMPING: C 267 1969
 NH0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0040
 NH0040  HISTORY     - Date     Condition        Report By
 NH0040  HISTORY     - 1969     MONUMENTED       CGS
 NH0040  HISTORY     - 1987     GOOD             USPSQD
 NH0040  HISTORY     - 19950429 GOOD             USPSQD
 NH0040
 NH0040                          STATION DESCRIPTION
 NH0040
 NH0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0040'0.4 MI S FROM HANOVER PARK.
 NH0040'ABOUT 0.35 MILE SOUTH ALONG BARRINGTON ROAD FROM THE INTERSECTION
 NH0040'OF THE ROAD AND STATE HIGHWAY 19 AT HANOVER PARK, IN SECTION
 NH0040'36, T 41 N, R 9 E, 54 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NH0040'SET IN THE CENTER OF THE TOP OF A CONCRETE HEADWALL OF AN 18-INCH
 NH0040'PIPE CULVERT, 90 YARDS NORTH OF THE CENTER LINE OF SYCAMORE
 NH0040'STREET, 1 1/2 FEET EAST OF THE EAST END OF A FENCE, AND ABOUT
 NH0040'LEVEL WITH THE ROAD.
 NH0040
 NH0040                          STATION RECOVERY (1987)
 NH0040
 NH0040'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMB)
 NH0040'RECOVERED IN GOOD CONDITION.
 NH0040
 NH0040                          STATION RECOVERY (1995)
 NH0040
 NH0040'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1027 ***********************************************************************
 JB1027  DESIGNATION -  C 268
 JB1027  PID         -  JB1027
 JB1027  STATE/COUNTY-  IL/MARION
 JB1027  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1027
 JB1027                         *CURRENT SURVEY CONTROL
 JB1027  ___________________________________________________________________
 JB1027* NAD 83(1986)-  38 30 05.     (N)    089 08 38.     (W)     SCALED    
 JB1027* NAVD 88     -       151.513  (meters)     497.09   (feet)  ADJUSTED  
 JB1027  ___________________________________________________________________
 JB1027  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1027  DYNAMIC HT  -         151.417 (meters)     496.77  (feet)  COMP
 JB1027  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JB1027
 JB1027  VERT ORDER  -  FIRST     CLASS I
 JB1027
 JB1027.The horizontal coordinates were scaled from a topographic map and have
 JB1027.an estimated accuracy of +/- 6 seconds.
 JB1027
 JB1027.The orthometric height was determined by differential leveling
 JB1027.and adjusted by the National Geodetic Survey in June 1991..
 JB1027
 JB1027.The geoid height was determined by GEOID03.
 JB1027
 JB1027.The dynamic height is computed by dividing the NAVD 88
 JB1027.geopotential number by the normal gravity value computed on the
 JB1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1027.degrees latitude (g = 980.6199 gals.).
 JB1027
 JB1027.The modeled gravity was interpolated from observed gravity values.
 JB1027
 JB1027;                    North         East    Units  Estimated Accuracy
 JB1027;SPC IL E     -   203,940.      229,300.      MT  (+/- 180 meters Scaled)
 JB1027
 JB1027                          SUPERSEDED SURVEY CONTROL
 JB1027
 JB1027  NGVD 29 (??/??/92)  151.636  (m)          497.49   (f) ADJ UNCH    1 1
 JB1027
 JB1027.Superseded values are not recommended for survey control.
 JB1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1027.See file dsdata.txt to determine how the superseded data were derived.
 JB1027
 JB1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH130636(NAD 83)
 JB1027_MARKER: DB = BENCH MARK DISK
 JB1027_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB1027_SP_SET: 17 FEET
 JB1027_STAMPING: C 268 1969
 JB1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1027
 JB1027  HISTORY     - Date     Condition        Report By
 JB1027  HISTORY     - 1969     MONUMENTED       CGS
 JB1027
 JB1027                          STATION DESCRIPTION
 JB1027
 JB1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1027'1.8 MI S FROM CENTRALIA.
 JB1027'ABOUT 1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1027'THE STATION AT CENTRALIA, 65 YARDS EAST OF THE EAST RAIL OF THE
 JB1027'EAST SET OF MAIN TRACKS, 1.5 FEET SOUTHWEST OF THE SOUTHEAST
 JB1027'CORNER FENCE POST FOR A FENCE WHICH SURROUNDS A MICROWAVE TOWER
 JB1027'WHICH IS 295 FEET TALL, 1.2 FEET EAST OF A METAL WITNESS POST,
 JB1027'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 JB1027'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 17 FEET
 JB1027'AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 INCH ABOVE THE
 JB1027'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0697 ***********************************************************************
 MF0697  DESIGNATION -  C 269
 MF0697  PID         -  MF0697
 MF0697  STATE/COUNTY-  IL/LA SALLE
 MF0697  USGS QUAD   -  LA SALLE (1993)
 MF0697
 MF0697                         *CURRENT SURVEY CONTROL
 MF0697  ___________________________________________________________________
 MF0697* NAD 83(1986)-  41 21 30.     (N)    089 05 44.     (W)     SCALED    
 MF0697* NAVD 88     -       191.970  (meters)     629.82   (feet)  ADJUSTED  
 MF0697  ___________________________________________________________________
 MF0697  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0697  DYNAMIC HT  -         191.893 (meters)     629.57  (feet)  COMP
 MF0697  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MF0697
 MF0697  VERT ORDER  -  FIRST     CLASS I
 MF0697
 MF0697.The horizontal coordinates were scaled from a topographic map and have
 MF0697.an estimated accuracy of +/- 6 seconds.
 MF0697
 MF0697.The orthometric height was determined by differential leveling
 MF0697.and adjusted by the National Geodetic Survey in June 1991..
 MF0697
 MF0697.The geoid height was determined by GEOID03.
 MF0697
 MF0697.The dynamic height is computed by dividing the NAVD 88
 MF0697.geopotential number by the normal gravity value computed on the
 MF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0697.degrees latitude (g = 980.6199 gals.).
 MF0697
 MF0697.The modeled gravity was interpolated from observed gravity values.
 MF0697
 MF0697;                    North         East    Units  Estimated Accuracy
 MF0697;SPC IL E     -   521,120.      236,220.      MT  (+/- 180 meters Scaled)
 MF0697
 MF0697                          SUPERSEDED SURVEY CONTROL
 MF0697
 MF0697  NGVD 29 (??/??/92)  192.026  (m)          630.01   (f) ADJ UNCH    1 1
 MF0697
 MF0697.Superseded values are not recommended for survey control.
 MF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0697.See file dsdata.txt to determine how the superseded data were derived.
 MF0697
 MF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL247806(NAD 83)
 MF0697_MARKER: DB = BENCH MARK DISK
 MF0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0697_SP_SET: ABUTMENT
 MF0697_STAMPING: C 269 1969
 MF0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0697
 MF0697  HISTORY     - Date     Condition        Report By
 MF0697  HISTORY     - 1969     MONUMENTED       CGS
 MF0697  HISTORY     - 19970716 GOOD             USPSQD
 MF0697  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0697
 MF0697                          STATION DESCRIPTION
 MF0697
 MF0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MF0697'2.2 MI N FROM LA SALLE.
 MF0697'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0697'LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0697'STATE HIGHWAY 351, THENCE 1.45 MILES NORTH ALONG ST. VINCENTS
 MF0697'AVENUE WHICH IS STATE HIGHWAY 351, IN SECTION 3, T 33 N, R 1 E, AT
 MF0697'THE SOUTH END OF A CONCRETE HIGHWAY OVERPASS FOR THE ILLINOIS
 MF0697'CENTRAL RAILROAD, 19 FEET EAST OF THE CENTER LINE OF THE AVENUE,
 MF0697'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 MF0697'THE OVERPASS, 1.0 FOOT WEST OF THE SOUTH END OF THE EAST
 MF0697'CONCRETE GUARD RAIL ON THE OVERPASS, 249 FEET NORTH OF BENCH
 MF0697'MARK P 225, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 MF0697
 MF0697                          STATION RECOVERY (1997)
 MF0697
 MF0697'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0697'RECOVERED IN GOOD CONDITION.
 MF0697
 MF0697                          STATION RECOVERY (2002)
 MF0697
 MF0697'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0604 ***********************************************************************
 HB0604  DESIGNATION -  C 270
 HB0604  PID         -  HB0604
 HB0604  STATE/COUNTY-  IL/JACKSON
 HB0604  USGS QUAD   -  ELKVILLE (1978)
 HB0604
 HB0604                         *CURRENT SURVEY CONTROL
 HB0604  ___________________________________________________________________
 HB0604* NAD 83(1986)-  37 55 23.     (N)    089 14 11.     (W)     SCALED    
 HB0604* NAVD 88     -       123.443  (meters)     405.00   (feet)  ADJUSTED  
 HB0604  ___________________________________________________________________
 HB0604  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HB0604  DYNAMIC HT  -         123.361 (meters)     404.73  (feet)  COMP
 HB0604  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 HB0604
 HB0604  VERT ORDER  -  FIRST     CLASS I
 HB0604
 HB0604.The horizontal coordinates were scaled from a topographic map and have
 HB0604.an estimated accuracy of +/- 6 seconds.
 HB0604
 HB0604.The orthometric height was determined by differential leveling
 HB0604.and adjusted by the National Geodetic Survey in June 1991..
 HB0604
 HB0604.The geoid height was determined by GEOID03.
 HB0604
 HB0604.The dynamic height is computed by dividing the NAVD 88
 HB0604.geopotential number by the normal gravity value computed on the
 HB0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0604.degrees latitude (g = 980.6199 gals.).
 HB0604
 HB0604.The modeled gravity was interpolated from observed gravity values.
 HB0604
 HB0604;                    North         East    Units  Estimated Accuracy
 HB0604;SPC IL W     -   139,840.      781,790.      MT  (+/- 180 meters Scaled)
 HB0604
 HB0604                          SUPERSEDED SURVEY CONTROL
 HB0604
 HB0604  NGVD 29 (??/??/??)  123.540  (m)          405.31   (f) ADJUSTED    1 1
 HB0604
 HB0604.Superseded values are not recommended for survey control.
 HB0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0604.See file dsdata.txt to determine how the superseded data were derived.
 HB0604
 HB0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG034996(NAD 83)
 HB0604_MARKER: DB = BENCH MARK DISK
 HB0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0604_SP_SET: CULVERT
 HB0604_STAMPING: C 270 1969
 HB0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0604
 HB0604  HISTORY     - Date     Condition        Report By
 HB0604  HISTORY     - 1969     MONUMENTED       CGS
 HB0604  HISTORY     - 1976     GOOD             ILDT
 HB0604  HISTORY     - 1976     GOOD             ILDT
 HB0604  HISTORY     - 1976     GOOD             ILDT
 HB0604
 HB0604                          STATION DESCRIPTION
 HB0604
 HB0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0604'0.9 MI N FROM ELKVILLE.
 HB0604'ABOUT 0.9 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0604'THE POST OFFICE AT ELKVILLE, IN SECTION 8, T 7 S, R 1 W, 0.25
 HB0604'MILE NORTH OF MILEPOST 295, 8 1/2 FEET NORTH OF THE CENTER OF A
 HB0604'CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 12 FEET WEST OF THE
 HB0604'WEST RAIL OF THE WEST TRACK, SET IN THE TOP OF THE NORTH END OF THE
 HB0604'WEST CONCRETE HEADWALL OF A 50-INCH TUBULAR CULVERT, 1.0 FOOT
 HB0604'SOUTHEAST OF THE NORTHWESTERN CORNER OF THE HEADWALL, AND ABOUT
 HB0604'4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 HB0604
 HB0604                          STATION RECOVERY (1976)
 HB0604
 HB0604'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0604'RECOVERED IN GOOD CONDITION.
 HB0604
 HB0604                          STATION RECOVERY (1976)
 HB0604
 HB0604'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0604'RECOVERED IN GOOD CONDITION.
 HB0604
 HB0604                          STATION RECOVERY (1976)
 HB0604
 HB0604'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0665 ***********************************************************************
 NH0665  CBN         -  This is a Cooperative Base Network Control Station.
 NH0665  DESIGNATION -  C 271
 NH0665  PID         -  NH0665
 NH0665  STATE/COUNTY-  IL/OGLE
 NH0665  USGS QUAD   -  SHANNON (1983)
 NH0665
 NH0665                         *CURRENT SURVEY CONTROL
 NH0665  ___________________________________________________________________
 NH0665* NAD 83(1997)-  42 07 37.72265(N)    089 38 49.79885(W)     ADJUSTED  
 NH0665* NAVD 88     -       293.743  (meters)     963.72   (feet)  ADJUSTED  
 NH0665  ___________________________________________________________________
 NH0665  X           -      29,175.278 (meters)                     COMP
 NH0665  Y           -  -4,737,641.029 (meters)                     COMP
 NH0665  Z           -   4,256,263.377 (meters)                     COMP
 NH0665  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 NH0665  ELLIP HEIGHT-         260.75  (meters)          (10/15/04) GPS OBS
 NH0665  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0665  DYNAMIC HT  -         293.645 (meters)     963.40  (feet)  COMP
 NH0665  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 NH0665
 NH0665  HORZ ORDER  -  B
 NH0665  VERT ORDER  -  FIRST     CLASS I
 NH0665  ELLP ORDER  -  FOURTH    CLASS II
 NH0665
 NH0665.The horizontal coordinates were established by GPS observations
 NH0665.and adjusted by the National Geodetic Survey in July 1998..
 NH0665
 NH0665.The orthometric height was determined by differential leveling
 NH0665.and adjusted by the National Geodetic Survey in June 1991..
 NH0665
 NH0665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0665
 NH0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0665
 NH0665.The ellipsoidal height was determined by GPS observations
 NH0665.and is referenced to NAD 83.
 NH0665
 NH0665.The geoid height was determined by GEOID03.
 NH0665
 NH0665.The dynamic height is computed by dividing the NAVD 88
 NH0665.geopotential number by the normal gravity value computed on the
 NH0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0665.degrees latitude (g = 980.6199 gals.).
 NH0665
 NH0665.The modeled gravity was interpolated from observed gravity values.
 NH0665
 NH0665;                    North         East     Units Scale Factor Converg.
 NH0665;SPC IL W     -   606,334.960   742,952.743   MT  0.99996387   +0 20 54.5
 NH0665;SPC IL W     - 1,989,283.95  2,437,504.12   sFT  0.99996387   +0 20 54.5
 NH0665;UTM  16      - 4,667,284.917   281,197.014   MT  1.00018911   -1 46 34.9
 NH0665
 NH0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0665!SPC IL W     -   0.99995911  x   0.99996387  =   0.99992298
 NH0665!UTM  16      -   0.99995911  x   1.00018911  =   1.00014821
 NH0665
 NH0665                          SUPERSEDED SURVEY CONTROL
 NH0665
 NH0665  ELLIP H (07/17/98)  260.81   (m)                       GP(       ) 4 1
 NH0665  NAVD 88 (07/17/98)  293.74   (m)          963.7    (f) LEVELING    3  
 NH0665  NGVD 29 (??/??/92)  293.777  (m)          963.83   (f) ADJ UNCH    1 1
 NH0665
 NH0665.Superseded values are not recommended for survey control.
 NH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0665.See file dsdata.txt to determine how the superseded data were derived.
 NH0665
 NH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8119767285(NAD 83)
 NH0665_MARKER: DB = BENCH MARK DISK
 NH0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0665_SP_SET: 17 FEET
 NH0665_STAMPING: C 271 1970
 NH0665_MARK LOGO: NGS   
 NH0665_PROJECTION: FLUSH
 NH0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0665+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 NH0665_ROD/PIPE-DEPTH: 5.2  meters
 NH0665
 NH0665  HISTORY     - Date     Condition        Report By
 NH0665  HISTORY     - 1970     MONUMENTED       NGS
 NH0665  HISTORY     - 1987     GOOD             USPSQD
 NH0665  HISTORY     - 19960503 GOOD             USPSQD
 NH0665  HISTORY     - 19970508 GOOD             NGS
 NH0665  HISTORY     - 20010813 GOOD             USPSQD
 NH0665  HISTORY     - 20050205 GOOD             USPSQD
 NH0665
 NH0665                          STATION DESCRIPTION
 NH0665
 NH0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0665'3.6 MI W FROM FORRESTON.
 NH0665'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0665'OFFICE AT FORRESTON, THENCE 3.55 MILES WEST ALONG WHITE OAK
 NH0665'ROAD AND STRADDLE CREEK ROAD, 42 FEET NORTH OF THE CENTER
 NH0665'LINE OF THE ROAD, 26 FEET EAST OF THE CENTER LINE OF A
 NH0665'NORTH-SOUTH GRAVELED ROAD, 9 FEET NORTH OF THE CENTER OF A FIELD
 NH0665'ENTRANCE, 0.5 FOOT WEST OF A FENCE, 1.1 FEET SOUTH OF A METAL
 NH0665'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND ON THE TOP OF A
 NH0665'COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 17
 NH0665'FEET AND IS ENCASED IN A 3 1/2-INCH IRON PIPE PROJECTING 3 INCHES.
 NH0665'SECTION 25, T25N, R7E
 NH0665
 NH0665                          STATION RECOVERY (1987)
 NH0665
 NH0665'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0665'RECOVERED IN GOOD CONDITION.
 NH0665
 NH0665                          STATION RECOVERY (1996)
 NH0665
 NH0665'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0665'RECOVERED IN GOOD CONDITION.
 NH0665
 NH0665                          STATION RECOVERY (1997)
 NH0665
 NH0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 NH0665'THE STATION IS LOCATED 3.5 MI (5.6 KM) WEST OF FORRESTON.  TO REACH
 NH0665'FROM THE POST OFFICE IN FORRESTON, GO WEST FOR 0.03 MI (0.05 KM) THEN
 NH0665'NORTHWEST FOR 0.10 MI (0.16 KM) ON U.S. HIGHWAY 72 TO WHITE OAKS ROAD.
 NH0665'TURN LEFT, WEST, ON WHITE OAKS ROAD FOR 3.5 MI (5.6 KM) TO A GRAVEL
 NH0665'CROSSROAD AND THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF
 NH0665'THE INTERSECTION WITH MT. VERNON ROAD.  IT IS 12.8 M (42.0 FT) NORTH
 NH0665'OF THE CENTER OF WHITE OAKS ROAD, 7.9 M (25.9 FT) EAST OF THE CENTER
 NH0665'OF MT. VERNON ROAD, 3 M (9.8 FT) NORTH OF THE APPROXIMATE CENTER OF A
 NH0665'FIELD ENTRANCE, AND 0.2 M (0.7 FT) WEST OF A METAL WITNESS POST.
 NH0665'NOTE--THE STATION DISK IS ON THE TOP OF A COPPER-COATED METAL ROD
 NH0665'ENCASED IN A 3.5-INCH IRON PIPE, FLUSH WITH THE GROUND.
 NH0665
 NH0665                          STATION RECOVERY (2001)
 NH0665
 NH0665'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0665'RECOVERED IN GOOD CONDITION.
 NH0665
 NH0665                          STATION RECOVERY (2005)
 NH0665
 NH0665'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0158 ***********************************************************************
 NJ0158  DESIGNATION -  C 272
 NJ0158  PID         -  NJ0158
 NJ0158  STATE/COUNTY-  IL/CARROLL
 NJ0158  USGS QUAD   -  WACKER (1985)
 NJ0158
 NJ0158                         *CURRENT SURVEY CONTROL
 NJ0158  ___________________________________________________________________
 NJ0158* NAD 83(1986)-  42 04 51.     (N)    090 01 34.     (W)     SCALED    
 NJ0158* NAVD 88     -       220.006  (meters)     721.80   (feet)  ADJUSTED  
 NJ0158  ___________________________________________________________________
 NJ0158  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0158  DYNAMIC HT  -         219.929 (meters)     721.55  (feet)  COMP
 NJ0158  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 NJ0158
 NJ0158  VERT ORDER  -  FIRST     CLASS I
 NJ0158
 NJ0158.The horizontal coordinates were scaled from a topographic map and have
 NJ0158.an estimated accuracy of +/- 6 seconds.
 NJ0158
 NJ0158.The orthometric height was determined by differential leveling
 NJ0158.and adjusted by the National Geodetic Survey in June 1991..
 NJ0158
 NJ0158.The geoid height was determined by GEOID03.
 NJ0158
 NJ0158.The dynamic height is computed by dividing the NAVD 88
 NJ0158.geopotential number by the normal gravity value computed on the
 NJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0158.degrees latitude (g = 980.6199 gals.).
 NJ0158
 NJ0158.The modeled gravity was interpolated from observed gravity values.
 NJ0158
 NJ0158;                    North         East    Units  Estimated Accuracy
 NJ0158;SPC IL W     -   601,070.      711,630.      MT  (+/- 180 meters Scaled)
 NJ0158
 NJ0158                          SUPERSEDED SURVEY CONTROL
 NJ0158
 NJ0158  NGVD 29 (??/??/92)  220.038  (m)          721.91   (f) ADJ UNCH    1 1
 NJ0158
 NJ0158.Superseded values are not recommended for survey control.
 NJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0158.See file dsdata.txt to determine how the superseded data were derived.
 NJ0158
 NJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG459630(NAD 83)
 NJ0158_MARKER: DB = BENCH MARK DISK
 NJ0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0158_SP_SET: ABUTMENT
 NJ0158_STAMPING: C 272 1970
 NJ0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0158
 NJ0158  HISTORY     - Date     Condition        Report By
 NJ0158  HISTORY     - 1970     MONUMENTED       NGS
 NJ0158  HISTORY     - 1987     GOOD             USPSQD
 NJ0158  HISTORY     - 19950515 GOOD             USPSQD
 NJ0158  HISTORY     - 20011203 GOOD             NGS
 NJ0158  HISTORY     - 20030923 GOOD             USPSQD
 NJ0158
 NJ0158                          STATION DESCRIPTION
 NJ0158
 NJ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0158'3.7 MI SW FROM MT CARROLL.
 NJ0158'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NJ0158'AT MT. CARROLL, THENCE 2.7 MILES WEST ALONG U.S. HIGHWAY 52,
 NJ0158'24.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 NJ0158'TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A 40-FOOT
 NJ0158'HIGHWAY BRIDGE OVER A CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 NJ0158'THE HIGHWAY.  SECTION 10, T24N, R4E.
 NJ0158
 NJ0158                          STATION RECOVERY (1987)
 NJ0158
 NJ0158'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NJ0158'RECOVERED IN GOOD CONDITION.
 NJ0158
 NJ0158                          STATION RECOVERY (1995)
 NJ0158
 NJ0158'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0158'RECOVERED IN GOOD CONDITION.
 NJ0158
 NJ0158                          STATION RECOVERY (2001)
 NJ0158
 NJ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0158'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0158
 NJ0158                          STATION RECOVERY (2003)
 NJ0158
 NJ0158'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0698 ***********************************************************************
 NH0698  DESIGNATION -  C 273
 NH0698  PID         -  NH0698
 NH0698  STATE/COUNTY-  IL/CARROLL
 NH0698  USGS QUAD   -  MT CARROLL (1985)
 NH0698
 NH0698                         *CURRENT SURVEY CONTROL
 NH0698  ___________________________________________________________________
 NH0698* NAD 83(1986)-  42 05 03.     (N)    089 58 40.     (W)     SCALED    
 NH0698* NAVD 88     -       246.940  (meters)     810.17   (feet)  ADJUSTED  
 NH0698  ___________________________________________________________________
 NH0698  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NH0698  DYNAMIC HT  -         246.856 (meters)     809.89  (feet)  COMP
 NH0698  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 NH0698
 NH0698  VERT ORDER  -  FIRST     CLASS I
 NH0698
 NH0698.The horizontal coordinates were scaled from a topographic map and have
 NH0698.an estimated accuracy of +/- 6 seconds.
 NH0698
 NH0698.The orthometric height was determined by differential leveling
 NH0698.and adjusted by the National Geodetic Survey in June 1991..
 NH0698
 NH0698.The geoid height was determined by GEOID03.
 NH0698
 NH0698.The dynamic height is computed by dividing the NAVD 88
 NH0698.geopotential number by the normal gravity value computed on the
 NH0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0698.degrees latitude (g = 980.6199 gals.).
 NH0698
 NH0698.The modeled gravity was interpolated from observed gravity values.
 NH0698
 NH0698;                    North         East    Units  Estimated Accuracy
 NH0698;SPC IL W     -   601,450.      715,630.      MT  (+/- 180 meters Scaled)
 NH0698
 NH0698                          SUPERSEDED SURVEY CONTROL
 NH0698
 NH0698  NGVD 29 (??/??/92)  246.972  (m)          810.27   (f) ADJ UNCH    1 1
 NH0698
 NH0698.Superseded values are not recommended for survey control.
 NH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0698.See file dsdata.txt to determine how the superseded data were derived.
 NH0698
 NH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM537634(NAD 83)
 NH0698_MARKER: DB = BENCH MARK DISK
 NH0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0698_SP_SET: 47 FEET
 NH0698_STAMPING: C 273 1970
 NH0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0698
 NH0698  HISTORY     - Date     Condition        Report By
 NH0698  HISTORY     - 1970     MONUMENTED       NGS
 NH0698  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0698  HISTORY     - 19950515 GOOD             USPSQD
 NH0698  HISTORY     - 20011203 GOOD             NGS
 NH0698  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 NH0698
 NH0698                          STATION DESCRIPTION
 NH0698
 NH0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0698'1.2 MI S FROM MT CARROLL.
 NH0698'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NH0698'AT MT. CARROLL, 59 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY,
 NH0698'52 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF
 NH0698'TRACKS OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 NH0698'3 FEET NORTHWEST OF A POWER POLE, 1.7 FEET NORTHWEST OF THE
 NH0698'SOUTH CORNER OF A FENCE WHICH SURROUNDS A GROUP OF TRANSFORMERS,
 NH0698'1.3 FEET SOUTHWEST OF THE FENCE, ABOUT 15 FEET ABOVE THE LEVEL
 NH0698'OF THE HIGHWAY, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 NH0698'AND ON TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT
 NH0698'A DEPTH OF 47 FEET AND IS ENCASED IN A 3 1/2-INCH IRON PIPE
 NH0698'PROJECTING 1 INCH.  SECTION 12, T24N, R4E.
 NH0698
 NH0698                          STATION RECOVERY (1987)
 NH0698
 NH0698'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0698'MARK NOT FOUND.
 NH0698
 NH0698                          STATION RECOVERY (1995)
 NH0698
 NH0698'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0698'RECOVERED IN GOOD CONDITION.
 NH0698
 NH0698                          STATION RECOVERY (2001)
 NH0698
 NH0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0698'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0698
 NH0698                          STATION RECOVERY (2003)
 NH0698
 NH0698'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1958 ***********************************************************************
 ME1958  DESIGNATION -  C 274
 ME1958  PID         -  ME1958
 ME1958  STATE/COUNTY-  IL/COOK
 ME1958  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1958
 ME1958                         *CURRENT SURVEY CONTROL
 ME1958  ___________________________________________________________________
 ME1958* NAD 83(1986)-  41 54 38.     (N)    087 39 54.     (W)     SCALED    
 ME1958* NAVD 88     -       180.419  (meters)     591.92   (feet)  ADJUSTED  
 ME1958  ___________________________________________________________________
 ME1958  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME1958  DYNAMIC HT  -         180.358 (meters)     591.72  (feet)  COMP
 ME1958  MODELED GRAV-     980,280.3   (mgal)                       NAVD 88
 ME1958
 ME1958  VERT ORDER  -  FIRST     CLASS 0
 ME1958
 ME1958.The horizontal coordinates were scaled from a topographic map and have
 ME1958.an estimated accuracy of +/- 6 seconds.
 ME1958
 ME1958.The orthometric height was determined by differential leveling
 ME1958.and adjusted by the National Geodetic Survey in June 1991..
 ME1958
 ME1958.The geoid height was determined by GEOID03.
 ME1958
 ME1958.The dynamic height is computed by dividing the NAVD 88
 ME1958.geopotential number by the normal gravity value computed on the
 ME1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1958.degrees latitude (g = 980.6199 gals.).
 ME1958
 ME1958.The modeled gravity was interpolated from observed gravity values.
 ME1958
 ME1958;                    North         East    Units  Estimated Accuracy
 ME1958;SPC IL E     -   582,380.      355,450.      MT  (+/- 180 meters Scaled)
 ME1958
 ME1958                          SUPERSEDED SURVEY CONTROL
 ME1958
 ME1958  NGVD 29 (??/??/92)  180.50   (m)          592.2    (f) COMPUTED    1 0
 ME1958
 ME1958.Superseded values are not recommended for survey control.
 ME1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1958.See file dsdata.txt to determine how the superseded data were derived.
 ME1958
 ME1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM448400(NAD 83)
 ME1958_MARKER: DB = BENCH MARK DISK
 ME1958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1958_SP_SET: PILLARS
 ME1958_STAMPING: C 274- 1973
 ME1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1958
 ME1958  HISTORY     - Date     Condition        Report By
 ME1958  HISTORY     - 1973     MONUMENTED       NGS
 ME1958
 ME1958                          STATION DESCRIPTION
 ME1958
 ME1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ME1958'IN CHICAGO.
 ME1958'AT CHICAGO, AT INTERSTATE HIGHWAY 94 OVERPASS OVER WEST NORTH AVENUE
 ME1958'107.0 FEET WEST OF THE WEST RAIL OF WEST TRACK OF THE CHICAGO AND
 ME1958'NORTH WESTERN RAILWAY, 10.2 FEET NORTH OF THE NORTH CURB OF WEST NORTH
 ME1958'AVENUE, SET VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY ONE OF 15
 ME1958'CONCRETE PILLARS ABOUT 4.6 FEET ABOVE GROUND LEVEL. SECTION 32, T 40N,
 ME1958'R 14E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0244 ***********************************************************************
 MF0244  DESIGNATION -  C 28
 MF0244  PID         -  MF0244
 MF0244  STATE/COUNTY-  IL/KANKAKEE
 MF0244  USGS QUAD   -  HERSCHER (1978)
 MF0244
 MF0244                         *CURRENT SURVEY CONTROL
 MF0244  ___________________________________________________________________
 MF0244* NAD 83(1986)-  41 06 33.     (N)    088 02 13.     (W)     SCALED    
 MF0244* NAVD 88     -       192.923  (meters)     632.95   (feet)  ADJUSTED  
 MF0244  ___________________________________________________________________
 MF0244  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MF0244  DYNAMIC HT  -         192.845 (meters)     632.69  (feet)  COMP
 MF0244  MODELED GRAV-     980,216.6   (mgal)                       NAVD 88
 MF0244
 MF0244  VERT ORDER  -  SECOND    CLASS 0
 MF0244
 MF0244.The horizontal coordinates were scaled from a topographic map and have
 MF0244.an estimated accuracy of +/- 6 seconds.
 MF0244
 MF0244.The orthometric height was determined by differential leveling
 MF0244.and adjusted by the National Geodetic Survey in June 1991..
 MF0244
 MF0244.The geoid height was determined by GEOID03.
 MF0244
 MF0244.The dynamic height is computed by dividing the NAVD 88
 MF0244.geopotential number by the normal gravity value computed on the
 MF0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0244.degrees latitude (g = 980.6199 gals.).
 MF0244
 MF0244.The modeled gravity was interpolated from observed gravity values.
 MF0244
 MF0244;                    North         East    Units  Estimated Accuracy
 MF0244;SPC IL E     -   493,210.      324,900.      MT  (+/- 180 meters Scaled)
 MF0244
 MF0244                          SUPERSEDED SURVEY CONTROL
 MF0244
 MF0244  NGVD 29 (??/??/92)  193.007  (m)          633.22   (f) ADJ UNCH    2 0
 MF0244
 MF0244.Superseded values are not recommended for survey control.
 MF0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0244.See file dsdata.txt to determine how the superseded data were derived.
 MF0244
 MF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL129513(NAD 83)
 MF0244_MARKER: DB = BENCH MARK DISK
 MF0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0244_STAMPING: C 28 1934
 MF0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0244+STABILITY: SURFACE MOTION
 MF0244
 MF0244  HISTORY     - Date     Condition        Report By
 MF0244  HISTORY     - 1934     MONUMENTED       CGS
 MF0244  HISTORY     - 1954     MARK NOT FOUND   NGS
 MF0244  HISTORY     - 1959     POOR             NGS
 MF0244  HISTORY     - 19980526 MARK NOT FOUND   PATRIC
 MF0244
 MF0244                          STATION DESCRIPTION
 MF0244
 MF0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0244'1 MI E FROM GOODRICH.
 MF0244'ORIGINAL DESCRIPTION-- 1.0 MILE EAST ALONG THE NEW YORK CENTRAL
 MF0244'RAILROAD FROM THE STATION AT GOODRICH, ABOUT 220 YARDS EAST
 MF0244'OF STATION STAKE 5800, AT A ROAD CROSSING, 47 FEET NORTH OF THE
 MF0244'CENTERLINE OF THE TRACK, 33 FEET EAST OF THE CENTERLINE OF THE
 MF0244'ROAD, 5 FEET NORTHEAST OF A POLE, AND ABOUT 2 FEET LOWER THAN
 MF0244'THE TRACK.  A STANDARD DISK, STAMPED C 28 1934 AND SET IN
 MF0244'THE TOP OF A CONCRETE POST.
 MF0244
 MF0244                          STATION RECOVERY (1959)
 MF0244
 MF0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF0244'MARK RECOVERED IN POOR CONDITION.
 MF0244
 MF0244                          STATION RECOVERY (1998)
 MF0244
 MF0244'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1998 (SL)
 MF0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1220 ***********************************************************************
 JC1220  DESIGNATION -  C 282
 JC1220  PID         -  JC1220
 JC1220  STATE/COUNTY-  IL/MADISON
 JC1220  USGS QUAD   -  ALTON (1994)
 JC1220
 JC1220                         *CURRENT SURVEY CONTROL
 JC1220  ___________________________________________________________________
 JC1220* NAD 83(1986)-  38 52 37.     (N)    090 09 28.     (W)     SCALED    
 JC1220* NAVD 88     -       135.377  (meters)     444.15   (feet)  ADJUSTED  
 JC1220  ___________________________________________________________________
 JC1220  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JC1220  DYNAMIC HT  -         135.293 (meters)     443.87  (feet)  COMP
 JC1220  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 JC1220
 JC1220  VERT ORDER  -  FIRST     CLASS II
 JC1220
 JC1220.The horizontal coordinates were scaled from a topographic map and have
 JC1220.an estimated accuracy of +/- 6 seconds.
 JC1220
 JC1220.The orthometric height was determined by differential leveling
 JC1220.and adjusted by the National Geodetic Survey in June 1991..
 JC1220
 JC1220.The geoid height was determined by GEOID03.
 JC1220
 JC1220.The dynamic height is computed by dividing the NAVD 88
 JC1220.geopotential number by the normal gravity value computed on the
 JC1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1220.degrees latitude (g = 980.6199 gals.).
 JC1220
 JC1220.The modeled gravity was interpolated from observed gravity values.
 JC1220
 JC1220;                    North         East    Units  Estimated Accuracy
 JC1220;SPC IL W     -   245,310.      700,770.      MT  (+/- 180 meters Scaled)
 JC1220
 JC1220                          SUPERSEDED SURVEY CONTROL
 JC1220
 JC1220  NGVD 29 (??/??/??)  135.342  (m)          444.03   (f) ADJUSTED    1 2
 JC1220
 JC1220.Superseded values are not recommended for survey control.
 JC1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1220.See file dsdata.txt to determine how the superseded data were derived.
 JC1220
 JC1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD465069(NAD 83)
 JC1220_MARKER: I = METAL ROD
 JC1220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1220_SP_SET: STAINLESS STEEL ROD
 JC1220_STAMPING: C 282 1981
 JC1220_MARK LOGO: NGS   
 JC1220_PROJECTION: FLUSH
 JC1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1220_ROD/PIPE-DEPTH: 12.2 meters
 JC1220
 JC1220  HISTORY     - Date     Condition        Report By
 JC1220  HISTORY     - 1981     MONUMENTED       NGS
 JC1220
 JC1220                          STATION DESCRIPTION
 JC1220
 JC1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1220'2.2 KM (1.4 MI) SE FROM ALTON.
 JC1220'2.2 KILOMETERS (1.4 MILES) SOUTHEAST ALONG THE LEVEE FROM STATE
 JC1220'HIGHWAY 3 (CLARK BRIDGE) OVER THE LEVEE IN ALTON TO THE MARK ON THE
 JC1220'LEFT, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF AN OVER PASS BRIDGE GATE
 JC1220'IN THE LEVEE, 29.87 METERS (98.0 FEET) SOUTHWEST OF THE CENTER LINE OF
 JC1220'THE SOUTHEAST BOUND LANE OF STATE HIGHWAY 3, 3.96 METERS (13.0 FEET)
 JC1220'NORTHWEST OF THE CENTER OF THE LEVEE ROAD AND 0.40 METER (1.3 FEET)
 JC1220'SOUTHEAST OF A METAL WITNESS POST.
 JC1220'THE MARK IS 0.40 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1167 ***********************************************************************
 JC1167  DESIGNATION -  C 283
 JC1167  PID         -  JC1167
 JC1167  STATE/COUNTY-  IL/MADISON
 JC1167  USGS QUAD   -  GRANITE CITY (1998)
 JC1167
 JC1167                         *CURRENT SURVEY CONTROL
 JC1167  ___________________________________________________________________
 JC1167* NAD 83(1986)-  38 43 26.     (N)    090 09 48.     (W)     SCALED    
 JC1167* NAVD 88     -       134.887  (meters)     442.54   (feet)  ADJUSTED  
 JC1167  ___________________________________________________________________
 JC1167  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JC1167  DYNAMIC HT  -         134.802 (meters)     442.26  (feet)  COMP
 JC1167  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JC1167
 JC1167  VERT ORDER  -  FIRST     CLASS II
 JC1167
 JC1167.The horizontal coordinates were scaled from a topographic map and have
 JC1167.an estimated accuracy of +/- 6 seconds.
 JC1167
 JC1167.The orthometric height was determined by differential leveling
 JC1167.and adjusted by the National Geodetic Survey in June 1991..
 JC1167
 JC1167.The geoid height was determined by GEOID03.
 JC1167
 JC1167.The dynamic height is computed by dividing the NAVD 88
 JC1167.geopotential number by the normal gravity value computed on the
 JC1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1167.degrees latitude (g = 980.6199 gals.).
 JC1167
 JC1167.The modeled gravity was interpolated from observed gravity values.
 JC1167
 JC1167;                    North         East    Units  Estimated Accuracy
 JC1167;SPC IL W     -   228,320.      700,290.      MT  (+/- 180 meters Scaled)
 JC1167
 JC1167                          SUPERSEDED SURVEY CONTROL
 JC1167
 JC1167  NGVD 29 (??/??/??)  134.853  (m)          442.43   (f) ADJUSTED    1 2
 JC1167
 JC1167.Superseded values are not recommended for survey control.
 JC1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1167.See file dsdata.txt to determine how the superseded data were derived.
 JC1167
 JC1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC466899(NAD 83)
 JC1167_MARKER: I = METAL ROD
 JC1167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1167_SP_SET: STAINLESS STEEL ROD
 JC1167_STAMPING: C 283 1981
 JC1167_MARK LOGO: NGS   
 JC1167_PROJECTION: FLUSH
 JC1167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1167_ROD/PIPE-DEPTH: 12.2 meters
 JC1167
 JC1167  HISTORY     - Date     Condition        Report By
 JC1167  HISTORY     - 1981     MONUMENTED       NGS
 JC1167
 JC1167                          STATION DESCRIPTION
 JC1167
 JC1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1167'1.35 KM (0.85 MI.) WEST FROM GRANITE CITY.
 JC1167'0.55 KILOMETERS (0.35 MILES) NORTHWEST ALONG ROCK ROAD FROM THE
 JC1167'INTERSECTION OF STATE HIGHWAY 3 IN GRANITE CITY, THENCE 0.9 KILOMETERS
 JC1167'(0.55 MILES) NORTHEAST ALONG THE LEVEE ROAD TO THE MARK ON THE RIGHT,
 JC1167'5.49 METERS (18.0 FEET) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD,
 JC1167'0.70 METERS (2.3 FEET)NORTHEAST OF A METAL WITNESS POST.
 JC1167'THE MARK IS 0.61 METERS  SW FROM A WITNESS POST.
 JC1167'THE MARK IS 0.30 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1151 ***********************************************************************
 JC1151  DESIGNATION -  C 284
 JC1151  PID         -  JC1151
 JC1151  STATE/COUNTY-  IL/ST CLAIR
 JC1151  USGS QUAD   -  CAHOKIA (1993)
 JC1151
 JC1151                         *CURRENT SURVEY CONTROL
 JC1151  ___________________________________________________________________
 JC1151* NAD 83(1986)-  38 37 26.     (N)    090 10 34.     (W)     SCALED    
 JC1151* NAVD 88     -       130.462  (meters)     428.02   (feet)  ADJUSTED  
 JC1151  ___________________________________________________________________
 JC1151  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC1151  DYNAMIC HT  -         130.379 (meters)     427.75  (feet)  COMP
 JC1151  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JC1151
 JC1151  VERT ORDER  -  FIRST     CLASS II
 JC1151
 JC1151.The horizontal coordinates were scaled from a topographic map and have
 JC1151.an estimated accuracy of +/- 6 seconds.
 JC1151
 JC1151.The orthometric height was determined by differential leveling
 JC1151.and adjusted by the National Geodetic Survey in June 1991..
 JC1151
 JC1151.The geoid height was determined by GEOID03.
 JC1151
 JC1151.The dynamic height is computed by dividing the NAVD 88
 JC1151.geopotential number by the normal gravity value computed on the
 JC1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1151.degrees latitude (g = 980.6199 gals.).
 JC1151
 JC1151.The modeled gravity was interpolated from observed gravity values.
 JC1151
 JC1151;                    North         East    Units  Estimated Accuracy
 JC1151;SPC IL W     -   217,220.      699,180.      MT  (+/- 180 meters Scaled)
 JC1151
 JC1151                          SUPERSEDED SURVEY CONTROL
 JC1151
 JC1151  NGVD 29 (??/??/??)  130.428  (m)          427.91   (f) ADJUSTED    1 2
 JC1151
 JC1151.Superseded values are not recommended for survey control.
 JC1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1151.See file dsdata.txt to determine how the superseded data were derived.
 JC1151
 JC1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC458788(NAD 83)
 JC1151_MARKER: I = METAL ROD
 JC1151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1151_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1151_STAMPING: C 284 1981
 JC1151_MARK LOGO: NGS   
 JC1151_PROJECTION: FLUSH
 JC1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1151+STABILITY: POSITION/ELEVATION WELL
 JC1151_ROD/PIPE-DEPTH: 21.9 meters
 JC1151_SLEEVE-DEPTH  : 6.0 meters
 JC1151
 JC1151  HISTORY     - Date     Condition        Report By
 JC1151  HISTORY     - 1981     MONUMENTED       NGS
 JC1151
 JC1151                          STATION DESCRIPTION
 JC1151
 JC1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1151'IN EAST ST LOUIS.
 JC1151'IN EAST ST LOUIS, 0.58 KILOMETER (0.35 MILE) SOUTH ALONG 1 ST STREET
 JC1151'FROM THE JUNCTION OF BROADWAY AT EADS BRIDGE TO THE MARK ON THE RIGHT,
 JC1151'ON TOP OF THE LAND SIDE OF THE LEVEE ABOUT CENTERED BETWEEN TWO
 JC1151'TRANSFER ELEVATOR RAMPS OF THE CONTINENTAL GRAIN CORPORATION, DIRECTLY
 JC1151'ACROSS THE MISSISSIPPI RIVER FROM THE SOUTH LEG OF THE GATEWAY ARCH,
 JC1151'3.5 METERS (11.5 FEET) EAST OF THE CENTER OF THE LEVEE ROAD, 5.79
 JC1151'METERS (19.0 FEET) WEST NORTHWEST OF THE NORTHWEST CORNER OF THE
 JC1151'CONCRETE BASE OF THE NORTH LEG OF THE SOUTH ELEVATOR RAMP, 37.74
 JC1151'METERS (114.0 FEET) SOUTH OF A POWER POLE WITH LINES CROSSING THE
 JC1151'LEVEE AND 1 ST STREET, AND 0.41 METER (1.4 FEET) NORTH OF A METAL
 JC1151'WITNESS POST.
 JC1151'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 JC1151'THE MARK IS 0.18 M BELOW LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1133 ***********************************************************************
 JC1133  DESIGNATION -  C 285
 JC1133  PID         -  JC1133
 JC1133  STATE/COUNTY-  IL/ST CLAIR
 JC1133  USGS QUAD   -  CAHOKIA (1993)
 JC1133
 JC1133                         *CURRENT SURVEY CONTROL
 JC1133  ___________________________________________________________________
 JC1133* NAD 83(1986)-  38 32 54.     (N)    090 13 42.     (W)     SCALED    
 JC1133* NAVD 88     -       130.467  (meters)     428.04   (feet)  ADJUSTED  
 JC1133  ___________________________________________________________________
 JC1133  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JC1133  DYNAMIC HT  -         130.385 (meters)     427.77  (feet)  COMP
 JC1133  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JC1133
 JC1133  VERT ORDER  -  FIRST     CLASS II
 JC1133
 JC1133.The horizontal coordinates were scaled from a topographic map and have
 JC1133.an estimated accuracy of +/- 6 seconds.
 JC1133
 JC1133.The orthometric height was determined by differential leveling
 JC1133.and adjusted by the National Geodetic Survey in June 1991..
 JC1133
 JC1133.The geoid height was determined by GEOID03.
 JC1133
 JC1133.The dynamic height is computed by dividing the NAVD 88
 JC1133.geopotential number by the normal gravity value computed on the
 JC1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1133.degrees latitude (g = 980.6199 gals.).
 JC1133
 JC1133.The modeled gravity was interpolated from observed gravity values.
 JC1133
 JC1133;                    North         East    Units  Estimated Accuracy
 JC1133;SPC IL W     -   208,830.      694,630.      MT  (+/- 180 meters Scaled)
 JC1133
 JC1133                          SUPERSEDED SURVEY CONTROL
 JC1133
 JC1133  NGVD 29 (??/??/??)  130.428  (m)          427.91   (f) ADJUSTED    1 2
 JC1133
 JC1133.Superseded values are not recommended for survey control.
 JC1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1133.See file dsdata.txt to determine how the superseded data were derived.
 JC1133
 JC1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC415702(NAD 83)
 JC1133_MARKER: I = METAL ROD
 JC1133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1133_SP_SET: STAINLESS STEEL ROD
 JC1133_STAMPING: C 285 1981
 JC1133_MARK LOGO: NGS   
 JC1133_PROJECTION: FLUSH
 JC1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1133_ROD/PIPE-DEPTH: 9.8  meters
 JC1133
 JC1133  HISTORY     - Date     Condition        Report By
 JC1133  HISTORY     - 1981     MONUMENTED       NGS
 JC1133
 JC1133                          STATION DESCRIPTION
 JC1133
 JC1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1133'4.8 KM (3.0 MI) SW FROM CAHOKIA.
 JC1133'2.5 KILOMETERS (1.55 MILES) NORTHWEST ALONG THE TOP OF THE SOUTH LEVEE
 JC1133'OF THE OLD PRAIRIE DUPONT CREEK FROM THE JUNCTION OF STATE HIGHWAY 3
 JC1133'IN CAHOKIA, TO A POWER LINE CROSSING AND A BEND IN THE LEVEE, THENCE
 JC1133'2.3 KILOMETERS (1.45 MILES) SOUTHWEST ALONG THE TOP OF THE SAME LEVEE
 JC1133'TO THE MARK ON THE LEFT, ALSO 0.6 KILOMETERS (0.4 MILES) NORTHEAST
 JC1133'ALONG THE TOP OF THE LEVEE FROM THE JUNCTION OF STATE STREET IN EAST
 JC1133'CORONDELET TO THE MARK, 3.67 METERS (12.0 FEET) SOUTHEAST OF THE
 JC1133'CENTER OF THE LEVEE ROAD, 0.45 METERS (1.5 FEET) SOUTHWEST OF A METAL
 JC1133'WITNESS POST.
 JC1133'THE MARK IS 0.40 METERS  NE FROM A WITNESS POST.
 JC1133'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1060 ***********************************************************************
 JC1060  DESIGNATION -  C 286
 JC1060  PID         -  JC1060
 JC1060  STATE/COUNTY-  IL/RANDOLPH
 JC1060  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1060
 JC1060                         *CURRENT SURVEY CONTROL
 JC1060  ___________________________________________________________________
 JC1060* NAD 83(1986)-  38 05 17.     (N)    090 05 53.     (W)     SCALED    
 JC1060* NAVD 88     -       124.001  (meters)     406.83   (feet)  ADJUSTED  
 JC1060  ___________________________________________________________________
 JC1060  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JC1060  DYNAMIC HT  -         123.918 (meters)     406.55  (feet)  COMP
 JC1060  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 JC1060
 JC1060  VERT ORDER  -  FIRST     CLASS II
 JC1060
 JC1060.The horizontal coordinates were scaled from a topographic map and have
 JC1060.an estimated accuracy of +/- 6 seconds.
 JC1060
 JC1060.The orthometric height was determined by differential leveling
 JC1060.and adjusted by the National Geodetic Survey in June 1991..
 JC1060
 JC1060.The geoid height was determined by GEOID03.
 JC1060
 JC1060.The dynamic height is computed by dividing the NAVD 88
 JC1060.geopotential number by the normal gravity value computed on the
 JC1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1060.degrees latitude (g = 980.6199 gals.).
 JC1060
 JC1060.The modeled gravity was interpolated from observed gravity values.
 JC1060
 JC1060;                    North         East    Units  Estimated Accuracy
 JC1060;SPC IL W     -   157,750.      706,020.      MT  (+/- 180 meters Scaled)
 JC1060
 JC1060                          SUPERSEDED SURVEY CONTROL
 JC1060
 JC1060  NGVD 29 (??/??/??)  123.942  (m)          406.63   (f) ADJUSTED    1 2
 JC1060
 JC1060.Superseded values are not recommended for survey control.
 JC1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1060.See file dsdata.txt to determine how the superseded data were derived.
 JC1060
 JC1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC545195(NAD 83)
 JC1060_MARKER: I = METAL ROD
 JC1060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1060_SP_SET: STAINLESS STEEL ROD
 JC1060_STAMPING: C 286 1981
 JC1060_MARK LOGO: NGS   
 JC1060_PROJECTION: FLUSH
 JC1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1060_ROD/PIPE-DEPTH: 9.80 meters
 JC1060
 JC1060  HISTORY     - Date     Condition        Report By
 JC1060  HISTORY     - 1981     MONUMENTED       NGS
 JC1060
 JC1060                          STATION DESCRIPTION
 JC1060
 JC1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1060'IN PRAIRIE DU ROCHER.
 JC1060'IN PRAIRIE DU ROCHER, 0.08 KILOMETER (0.05 MILE) NORTHWEST ALONG END
 JC1060'OF A SPUR LEVEE ON THE SOUTHEAST SIDE OF PRAIRIE DU ROCHER CREEK,
 JC1060'10.97 METERS (36.0 FEET) SOUTHWEST OF THE CENTER OF QUARRY ROAD,
 JC1060'7.92 METERS (26.0 FEET) WEST-NORTHWEST OF THE CENTER OF THE LEVEE
 JC1060'ROAD, 0.76 METER (2.5 FEET) SOUTHEAST OF A POWER POLE WITH TWO
 JC1060'TRANSFORMERS AND 0.30 METER (1.0 FOOT) NORTHEAST OF A METAL WITNESS
 JC1060'POST.
 JC1060'THE MARK IS 0.30 METERS  WSW FROM A WITNESS POST.
 JC1060'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1099 ***********************************************************************
 JC1099  DESIGNATION -  C 287
 JC1099  PID         -  JC1099
 JC1099  STATE/COUNTY-  IL/MONROE
 JC1099  USGS QUAD   -  VALMEYER (1993)
 JC1099
 JC1099                         *CURRENT SURVEY CONTROL
 JC1099  ___________________________________________________________________
 JC1099* NAD 83(1986)-  38 21 59.     (N)    090 15 44.     (W)     SCALED    
 JC1099* NAVD 88     -       127.388  (meters)     417.94   (feet)  ADJUSTED  
 JC1099  ___________________________________________________________________
 JC1099  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JC1099  DYNAMIC HT  -         127.306 (meters)     417.67  (feet)  COMP
 JC1099  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 JC1099
 JC1099  VERT ORDER  -  FIRST     CLASS II
 JC1099
 JC1099.The horizontal coordinates were scaled from a topographic map and have
 JC1099.an estimated accuracy of +/- 6 seconds.
 JC1099
 JC1099.The orthometric height was determined by differential leveling
 JC1099.and adjusted by the National Geodetic Survey in June 1991..
 JC1099
 JC1099.The geoid height was determined by GEOID03.
 JC1099
 JC1099.The dynamic height is computed by dividing the NAVD 88
 JC1099.geopotential number by the normal gravity value computed on the
 JC1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1099.degrees latitude (g = 980.6199 gals.).
 JC1099
 JC1099.The modeled gravity was interpolated from observed gravity values.
 JC1099
 JC1099;                    North         East    Units  Estimated Accuracy
 JC1099;SPC IL W     -   188,640.      691,650.      MT  (+/- 180 meters Scaled)
 JC1099
 JC1099                          SUPERSEDED SURVEY CONTROL
 JC1099
 JC1099  NGVD 29 (??/??/??)  127.342  (m)          417.79   (f) ADJUSTED    1 2
 JC1099
 JC1099.Superseded values are not recommended for survey control.
 JC1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1099.See file dsdata.txt to determine how the superseded data were derived.
 JC1099
 JC1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC391500(NAD 83)
 JC1099_MARKER: I = METAL ROD
 JC1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1099_SP_SET: STAINLESS STEEL ROD
 JC1099_STAMPING: C 287 1981
 JC1099_MARK LOGO: NGS   
 JC1099_PROJECTION: FLUSH
 JC1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1099_ROD/PIPE-DEPTH: 9.1  meters
 JC1099
 JC1099  HISTORY     - Date     Condition        Report By
 JC1099  HISTORY     - 1981     MONUMENTED       NGS
 JC1099
 JC1099                          STATION DESCRIPTION
 JC1099
 JC1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1099'2.1 KM (1.3 MI) EAST FROM FOUNTAIN.
 JC1099'2.1 KILOMETERS (1.3 MILES) EAST ALONG THE TOP OF THE SOUTH LEVEE OF
 JC1099'FOUNTAIN CREEK FROM THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD IN
 JC1099'FOUNTAIN TO THE END OF THE LEVEE, ON THE LEFT IN THE SOUTHEAST ANGLE
 JC1099'OF A ISLAND JUNCTION OF 3 ROADS, 3.51 METERS (11.5 FEET) NORTH OF THE
 JC1099'CENTER OF THE TOP OF THE LEVEE ROAD, 0.46 METERS (1.5 FEET) EAST OF A
 JC1099'METAL WITNESS POST.
 JC1099'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 JC1099'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1056 ***********************************************************************
 JC1056  DESIGNATION -  C 288
 JC1056  PID         -  JC1056
 JC1056  STATE/COUNTY-  IL/RANDOLPH
 JC1056  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1056
 JC1056                         *CURRENT SURVEY CONTROL
 JC1056  ___________________________________________________________________
 JC1056* NAD 83(1986)-  38 02 39.     (N)    090 06 13.     (W)     SCALED    
 JC1056* NAVD 88     -       123.074  (meters)     403.79   (feet)  ADJUSTED  
 JC1056  ___________________________________________________________________
 JC1056  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 JC1056  DYNAMIC HT  -         122.991 (meters)     403.51  (feet)  COMP
 JC1056  MODELED GRAV-     979,954.8   (mgal)                       NAVD 88
 JC1056
 JC1056  VERT ORDER  -  FIRST     CLASS II
 JC1056
 JC1056.The horizontal coordinates were scaled from a topographic map and have
 JC1056.an estimated accuracy of +/- 6 seconds.
 JC1056
 JC1056.The orthometric height was determined by differential leveling
 JC1056.and adjusted by the National Geodetic Survey in June 1991..
 JC1056
 JC1056.The geoid height was determined by GEOID03.
 JC1056
 JC1056.The dynamic height is computed by dividing the NAVD 88
 JC1056.geopotential number by the normal gravity value computed on the
 JC1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1056.degrees latitude (g = 980.6199 gals.).
 JC1056
 JC1056.The modeled gravity was interpolated from observed gravity values.
 JC1056
 JC1056;                    North         East    Units  Estimated Accuracy
 JC1056;SPC IL W     -   152,870.      705,540.      MT  (+/- 180 meters Scaled)
 JC1056
 JC1056                          SUPERSEDED SURVEY CONTROL
 JC1056
 JC1056  NGVD 29 (??/??/??)  123.014  (m)          403.59   (f) ADJUSTED    1 2
 JC1056
 JC1056.Superseded values are not recommended for survey control.
 JC1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1056.See file dsdata.txt to determine how the superseded data were derived.
 JC1056
 JC1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC541146(NAD 83)
 JC1056_MARKER: I = METAL ROD
 JC1056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1056_SP_SET: STAINLESS STEEL ROD
 JC1056_STAMPING: C 288 1981
 JC1056_MARK LOGO: NGS   
 JC1056_PROJECTION: FLUSH
 JC1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1056_ROD/PIPE-DEPTH: 9.80 meters
 JC1056
 JC1056  HISTORY     - Date     Condition        Report By
 JC1056  HISTORY     - 1981     MONUMENTED       NGS
 JC1056
 JC1056                          STATION DESCRIPTION
 JC1056
 JC1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1056'4.6 KM (2.85 MI) SOUTH FROM PRAIRIE DU ROCHER.
 JC1056'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG THE TOP OF THE SOUTH MAIN LEVEE
 JC1056'FROM THE INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER TO A
 JC1056'BEND IN THE LEVEE, THENCE 0.9 KILOMETER (0.55 MILE) SOUTHEAST ALONG
 JC1056'THE TOP OF THE MAIN LEVEE TO THE MARK ON THE LEFT, 3.20 METER (10.5
 JC1056'FEET) NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 0.46 METER (1.5
 JC1056'FEET) SOUTHEAST OF A METAL WITNESS POST.
 JC1056'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 JC1056'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1400 ***********************************************************************
 HB1400  DESIGNATION -  C 289
 HB1400  PID         -  HB1400
 HB1400  STATE/COUNTY-  IL/RANDOLPH
 HB1400  USGS QUAD   -  CHESTER (1993)
 HB1400
 HB1400                         *CURRENT SURVEY CONTROL
 HB1400  ___________________________________________________________________
 HB1400* NAD 83(1986)-  37 55 10.     (N)    089 51 13.     (W)     SCALED    
 HB1400* NAVD 88     -       115.963  (meters)     380.46   (feet)  ADJUSTED  
 HB1400  ___________________________________________________________________
 HB1400  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 HB1400  DYNAMIC HT  -         115.883 (meters)     380.19  (feet)  COMP
 HB1400  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 HB1400
 HB1400  VERT ORDER  -  FIRST     CLASS II
 HB1400
 HB1400.The horizontal coordinates were scaled from a topographic map and have
 HB1400.an estimated accuracy of +/- 6 seconds.
 HB1400
 HB1400.The orthometric height was determined by differential leveling
 HB1400.and adjusted by the National Geodetic Survey in June 1991..
 HB1400
 HB1400.The geoid height was determined by GEOID03.
 HB1400
 HB1400.The dynamic height is computed by dividing the NAVD 88
 HB1400.geopotential number by the normal gravity value computed on the
 HB1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1400.degrees latitude (g = 980.6199 gals.).
 HB1400
 HB1400.The modeled gravity was interpolated from observed gravity values.
 HB1400
 HB1400;                    North         East    Units  Estimated Accuracy
 HB1400;SPC IL W     -   139,080.      727,530.      MT  (+/- 180 meters Scaled)
 HB1400
 HB1400                          SUPERSEDED SURVEY CONTROL
 HB1400
 HB1400  NGVD 29 (??/??/??)  115.895  (m)          380.23   (f) ADJUSTED    1 2
 HB1400
 HB1400.Superseded values are not recommended for survey control.
 HB1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1400.See file dsdata.txt to determine how the superseded data were derived.
 HB1400
 HB1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH491007(NAD 83)
 HB1400_MARKER: I = METAL ROD
 HB1400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1400_SP_SET: STAINLESS STEEL ROD
 HB1400_STAMPING: C 289 1981
 HB1400_MARK LOGO: NGS   
 HB1400_PROJECTION: FLUSH
 HB1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1400_ROD/PIPE-DEPTH: 9.80 meters
 HB1400
 HB1400  HISTORY     - Date     Condition        Report By
 HB1400  HISTORY     - 1981     MONUMENTED       NGS
 HB1400
 HB1400                          STATION DESCRIPTION
 HB1400
 HB1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1400'2.4 KM (1.5 MI) NW FROM CHESTER.
 HB1400'2.4 KILOMETERS (1.5 MILES) NORTHWEST ALONG REILY LAKE ROAD FROM THE
 HB1400'STATE HIGHWAY 150 OVERPASS BRIDGE OVER THE MISSISSIPPI RIVER AT
 HB1400'CHESTER PARALELLING THE MISSOURI PACIFIC RAILROAD TO THE MARK ON THE
 HB1400'LEFT, 12.81 METERS (42.0 FEET) SOUTHWEST OF THE CENTER OF REILYLAKE
 HB1400'ROAD, 7.63 METERS (25.0 FEET) NORTHEAST OF THE NORTHEAST RAIL OF THE
 HB1400'NORTHEAST SET OF TRACKS AND 0.46 METER (1.5 FEET) NORTHWEST OF A POWER
 HB1400'POLE.
 HB1400'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 HB1400'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0345 ***********************************************************************
 MF0345  DESIGNATION -  C 29
 MF0345  PID         -  MF0345
 MF0345  STATE/COUNTY-  IL/LIVINGSTON
 MF0345  USGS QUAD   -  BLACKSTONE (1983)
 MF0345
 MF0345                         *CURRENT SURVEY CONTROL
 MF0345  ___________________________________________________________________
 MF0345* NAD 83(1986)-  41 05 57.     (N)    088 40 54.     (W)     SCALED    
 MF0345* NAVD 88     -       217.036  (meters)     712.06   (feet)  ADJUSTED  
 MF0345  ___________________________________________________________________
 MF0345  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MF0345  DYNAMIC HT  -         216.946 (meters)     711.76  (feet)  COMP
 MF0345  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 MF0345
 MF0345  VERT ORDER  -  SECOND    CLASS 0
 MF0345
 MF0345.The horizontal coordinates were scaled from a topographic map and have
 MF0345.an estimated accuracy of +/- 6 seconds.
 MF0345
 MF0345.The orthometric height was determined by differential leveling
 MF0345.and adjusted by the National Geodetic Survey in June 1991..
 MF0345
 MF0345.The geoid height was determined by GEOID03.
 MF0345
 MF0345.The dynamic height is computed by dividing the NAVD 88
 MF0345.geopotential number by the normal gravity value computed on the
 MF0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0345.degrees latitude (g = 980.6199 gals.).
 MF0345
 MF0345.The modeled gravity was interpolated from observed gravity values.
 MF0345
 MF0345;                    North         East    Units  Estimated Accuracy
 MF0345;SPC IL E     -   492,110.      270,740.      MT  (+/- 180 meters Scaled)
 MF0345
 MF0345                          SUPERSEDED SURVEY CONTROL
 MF0345
 MF0345  NGVD 29 (??/??/92)  217.101  (m)          712.27   (f) ADJ UNCH    2 0
 MF0345
 MF0345.Superseded values are not recommended for survey control.
 MF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0345.See file dsdata.txt to determine how the superseded data were derived.
 MF0345
 MF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL587511(NAD 83)
 MF0345_MARKER: DB = BENCH MARK DISK
 MF0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0345_SP_SET: ABUTMENT
 MF0345_STAMPING: C 29 1934
 MF0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0345
 MF0345  HISTORY     - Date     Condition        Report By
 MF0345  HISTORY     - 1934     MONUMENTED       CGS
 MF0345  HISTORY     - 1958     MARK NOT FOUND   NGS
 MF0345
 MF0345                          STATION DESCRIPTION
 MF0345
 MF0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0345'3.1 MI W FROM BUDD.
 MF0345'3.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 MF0345'AT BUDD, LIVINGSTON COUNTY, 3.1 MILES EAST OF THE STATION AT
 MF0345'MISSAL, 42 FEET EAST OF STATION 7570, 4 POLES WEST OF A ROAD
 MF0345'CROSSING, AT A BRIDGE, IN THE SOUTH END OF THE EAST ABUTMENT, 12
 MF0345'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.5 FEET LOWER
 MF0345'THAN THE RAIL.  A STANDARD DISK, STAMPED C 29 1934.  NOTE--THE
 MF0345'ABUTMENT OF THE BRIDGE IS COVERED BY TWO 12 - BY 12- INCH BEAMS
 MF0345'AND CINDERS.
 MF0345
 MF0345                          STATION RECOVERY (1958)
 MF0345
 MF0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MF0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1374 ***********************************************************************
 HB1374  DESIGNATION -  C 290
 HB1374  PID         -  HB1374
 HB1374  STATE/COUNTY-  IL/JACKSON
 HB1374  USGS QUAD   -  ALTENBURG (1994)
 HB1374
 HB1374                         *CURRENT SURVEY CONTROL
 HB1374  ___________________________________________________________________
 HB1374* NAD 83(1986)-  37 44 56.     (N)    089 36 44.     (W)     SCALED    
 HB1374* NAVD 88     -       115.962  (meters)     380.45   (feet)  ADJUSTED  
 HB1374  ___________________________________________________________________
 HB1374  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HB1374  DYNAMIC HT  -         115.882 (meters)     380.19  (feet)  COMP
 HB1374  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 HB1374
 HB1374  VERT ORDER  -  FIRST     CLASS II
 HB1374
 HB1374.The horizontal coordinates were scaled from a topographic map and have
 HB1374.an estimated accuracy of +/- 6 seconds.
 HB1374
 HB1374.The orthometric height was determined by differential leveling
 HB1374.and adjusted by the National Geodetic Survey in June 1991..
 HB1374
 HB1374.The geoid height was determined by GEOID03.
 HB1374
 HB1374.The dynamic height is computed by dividing the NAVD 88
 HB1374.geopotential number by the normal gravity value computed on the
 HB1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1374.degrees latitude (g = 980.6199 gals.).
 HB1374
 HB1374.The modeled gravity was interpolated from observed gravity values.
 HB1374
 HB1374;                    North         East    Units  Estimated Accuracy
 HB1374;SPC IL W     -   120,240.      748,860.      MT  (+/- 180 meters Scaled)
 HB1374
 HB1374                          SUPERSEDED SURVEY CONTROL
 HB1374
 HB1374  NGVD 29 (??/??/??)  115.883  (m)          380.19   (f) ADJUSTED    1 2
 HB1374
 HB1374.Superseded values are not recommended for survey control.
 HB1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1374.See file dsdata.txt to determine how the superseded data were derived.
 HB1374
 HB1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG698811(NAD 83)
 HB1374_MARKER: I = METAL ROD
 HB1374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1374_SP_SET: STAINLESS STEEL ROD
 HB1374_STAMPING: C 290 1981
 HB1374_MARK LOGO: NGS   
 HB1374_PROJECTION: FLUSH
 HB1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1374_ROD/PIPE-DEPTH: 9.8  meters
 HB1374
 HB1374  HISTORY     - Date     Condition        Report By
 HB1374  HISTORY     - 1981     MONUMENTED       NGS
 HB1374
 HB1374                          STATION DESCRIPTION
 HB1374
 HB1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1374'12.9 KM (8.05 MI) SE FROM CORA.
 HB1374'8.1 KILOMETERS (5.05 MILES) SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM
 HB1374'THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD IN CORA TO A BEND IN
 HB1374'THE LEVEE, THENCE 4.8 KILOMETERS (3.0 MILES) SOUTHEAST ALONG THE TOP
 HB1374'OF THE MAIN LEVEE TO THE MARK ON THE LEFT, 62.5 METERS (205.0 FEET)
 HB1374'NORTHWEST OF THE JUNCTION OF A GRAVELED ROAD LEADING TO A FARM HOUSE,
 HB1374'3.66 METERS (12.0 FEET) NORTHEAST OF THE CENTER OF THE LEVEE ROAD.
 HB1374'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 HB1374'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1360 ***********************************************************************
 HB1360  DESIGNATION -  C 291
 HB1360  PID         -  HB1360
 HB1360  STATE/COUNTY-  IL/JACKSON
 HB1360  USGS QUAD   -  POMONA (1996)
 HB1360
 HB1360                         *CURRENT SURVEY CONTROL
 HB1360  ___________________________________________________________________
 HB1360* NAD 83(1997)-  37 44 27.54440(N)    089 15 21.45542(W)     ADJUSTED  
 HB1360* NAVD 88     -       125.329  (meters)     411.18   (feet)  ADJUSTED  
 HB1360  ___________________________________________________________________
 HB1360  X           -      65,579.205 (meters)                     COMP
 HB1360  Y           -  -5,049,728.041 (meters)                     COMP
 HB1360  Z           -   3,882,808.244 (meters)                     COMP
 HB1360  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 HB1360  ELLIP HEIGHT-          96.16  (meters)          (02/03/05) GPS OBS
 HB1360  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HB1360  DYNAMIC HT  -         125.242 (meters)     410.90  (feet)  COMP
 HB1360  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 HB1360
 HB1360  HORZ ORDER  -  FIRST
 HB1360  VERT ORDER  -  FIRST     CLASS II
 HB1360  ELLP ORDER  -  FOURTH    CLASS II
 HB1360
 HB1360.The horizontal coordinates were established by GPS observations
 HB1360.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 HB1360
 HB1360.The orthometric height was determined by differential leveling
 HB1360.and adjusted by the National Geodetic Survey in June 1991..
 HB1360
 HB1360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1360
 HB1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1360
 HB1360.The ellipsoidal height was determined by GPS observations
 HB1360.and is referenced to NAD 83.
 HB1360
 HB1360.The geoid height was determined by GEOID03.
 HB1360
 HB1360.The dynamic height is computed by dividing the NAVD 88
 HB1360.geopotential number by the normal gravity value computed on the
 HB1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1360.degrees latitude (g = 980.6199 gals.).
 HB1360
 HB1360.The modeled gravity was interpolated from observed gravity values.
 HB1360
 HB1360;                    North         East     Units Scale Factor Converg.
 HB1360;SPC IL W     -   119,612.849   780,266.276   MT  1.00002050   +0 33 26.9
 HB1360;SPC IL W     -   392,429.82  2,559,923.61   sFT  1.00002050   +0 33 26.9
 HB1360;UTM  16      - 4,179,473.341   301,225.140   MT  1.00008669   -1 22 52.7
 HB1360
 HB1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1360!SPC IL W     -   0.99998491  x   1.00002050  =   1.00000541
 HB1360!UTM  16      -   0.99998491  x   1.00008669  =   1.00007160
 HB1360
 HB1360                          SUPERSEDED SURVEY CONTROL
 HB1360
 HB1360  ELLIP H (08/05/04)   96.16   (m)                       GP(       ) 4 1
 HB1360  NAVD 88 (08/05/04)  125.33   (m)          411.2    (f) LEVELING    3  
 HB1360  NGVD 29 (??/??/??)  125.252  (m)          410.93   (f) ADJUSTED    1 2
 HB1360
 HB1360.Superseded values are not recommended for survey control.
 HB1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1360.See file dsdata.txt to determine how the superseded data were derived.
 HB1360
 HB1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0122579473(NAD 83)
 HB1360_MARKER: I = METAL ROD
 HB1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1360_SP_SET: STAINLESS STEEL ROD
 HB1360_STAMPING: C 291 1981
 HB1360_MARK LOGO: NGS   
 HB1360_PROJECTION: FLUSH
 HB1360_MAGNETIC: I = MARKER IS A STEEL ROD
 HB1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1360+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 HB1360_ROD/PIPE-DEPTH: 8.5  meters
 HB1360
 HB1360  HISTORY     - Date     Condition        Report By
 HB1360  HISTORY     - 1981     MONUMENTED       NGS
 HB1360  HISTORY     - 20040603 GOOD             MSAM
 HB1360
 HB1360                          STATION DESCRIPTION
 HB1360
 HB1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1360'4.1 KM (2.55 MI) WNW FROM CARBONDALE.
 HB1360'4.1 KILOMETERS (2.55 MILES) WEST-NORTHWEST ALONG WEST MAIN STREET
 HB1360'(STATE HIGHWAY 13) FROM THE INTERSECTION OF NORTH ILLINOIS STREET
 HB1360'(STATE HIGHWAY 51) IN CARBONDALE TO THE MARK ON THE LEFT, ON THE
 HB1360'SOUTHEAST SIDE OF A CONCRETE DRIVEWAY FOR A SINGLE STORY BRICK HOUSE,
 HB1360'16.61 METERS (54.5 FEET) SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST
 HB1360'BOUND LANE OF THE HIGHWAY, 1.82 METERS (6.0 FEET) SOUTHEAST OF THE
 HB1360'SOUTHEAST EDGE OF THE CONCRETE DRIVEWAY, 0.6 METER (2.0 FEET)
 HB1360'NORTHEAST OF A UTILITY POLE WITH A SECURITY LIGHT.
 HB1360'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 HB1360
 HB1360                          STATION RECOVERY (2004)
 HB1360
 HB1360'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 HB1360'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 HB1360'RECOVERED AS DESCRIBED 2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1333 ***********************************************************************
 HB1333  DESIGNATION -  C 292
 HB1333  PID         -  HB1333
 HB1333  STATE/COUNTY-  IL/JACKSON
 HB1333  USGS QUAD   -  GORHAM (1994)
 HB1333
 HB1333                         *CURRENT SURVEY CONTROL
 HB1333  ___________________________________________________________________
 HB1333* NAD 83(1986)-  37 39 13.     (N)    089 28 50.     (W)     SCALED    
 HB1333* NAVD 88     -       112.290  (meters)     368.40   (feet)  ADJUSTED  
 HB1333  ___________________________________________________________________
 HB1333  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 HB1333  DYNAMIC HT  -         112.211 (meters)     368.15  (feet)  COMP
 HB1333  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 HB1333
 HB1333  VERT ORDER  -  FIRST     CLASS II
 HB1333
 HB1333.The horizontal coordinates were scaled from a topographic map and have
 HB1333.an estimated accuracy of +/- 6 seconds.
 HB1333
 HB1333.The orthometric height was determined by differential leveling
 HB1333.and adjusted by the National Geodetic Survey in June 1991..
 HB1333
 HB1333.The geoid height was determined by GEOID03.
 HB1333
 HB1333.The dynamic height is computed by dividing the NAVD 88
 HB1333.geopotential number by the normal gravity value computed on the
 HB1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1333.degrees latitude (g = 980.6199 gals.).
 HB1333
 HB1333.The modeled gravity was interpolated from observed gravity values.
 HB1333
 HB1333;                    North         East    Units  Estimated Accuracy
 HB1333;SPC IL W     -   109,750.      760,540.      MT  (+/- 180 meters Scaled)
 HB1333
 HB1333                          SUPERSEDED SURVEY CONTROL
 HB1333
 HB1333  NGVD 29 (??/??/??)  112.203  (m)          368.12   (f) ADJUSTED    1 2
 HB1333
 HB1333.Superseded values are not recommended for survey control.
 HB1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1333.See file dsdata.txt to determine how the superseded data were derived.
 HB1333
 HB1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG811702(NAD 83)
 HB1333_MARKER: I = METAL ROD
 HB1333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1333_SP_SET: STAINLESS STEEL ROD
 HB1333_STAMPING: C 292 1981
 HB1333_MARK LOGO: NGS   
 HB1333_PROJECTION: FLUSH
 HB1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1333_ROD/PIPE-DEPTH: 9.8  meters
 HB1333
 HB1333  HISTORY     - Date     Condition        Report By
 HB1333  HISTORY     - 1981     MONUMENTED       NGS
 HB1333
 HB1333                          STATION DESCRIPTION
 HB1333
 HB1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1333'7.5 KM (4.7 MI) SE FROM GORHAM.
 HB1333'2.3 KILOMETERS (1.45 MILES) SOUTHEAST ALONG COUNTY ROAD 9 FROM THE
 HB1333'POST OFFICE IN GORHAM, THENCE 5.2 KILOMETERS (3.25 MILES) SOUTH ALONG
 HB1333'STATE HIGHWAY 3 TO POWER POLE NO. 79 AND THE MARK ON THE RIGHT, ALSO
 HB1333'2.4 KILOMETERS (1.5 MILES) SOUTH ALONG GREAT RIVER ROAD FROM THE POST
 HB1333'OFFICE IN GRAND TOWER, THENCE 3.1 KILOMETERS (1.95 MILES)) NORTH ALONG
 HB1333'STATE HIGHWAY 3, 16.77 METERS (55.0 FEET) WEST OF THE CENTER LINE OF
 HB1333'THE HIGHWAY, 1.22 METERS (4.0 FEET) EAST OF POWER POLE NO. 79.
 HB1333'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1333'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1660 ***********************************************************************
 JA1660  DESIGNATION -  C 294
 JA1660  PID         -  JA1660
 JA1660  STATE/COUNTY-  IL/LAWRENCE
 JA1660  USGS QUAD   -  SUMNER (1968)
 JA1660
 JA1660                         *CURRENT SURVEY CONTROL
 JA1660  ___________________________________________________________________
 JA1660* NAD 83(1986)-  38 43 00.     (N)    087 51 44.     (W)     SCALED    
 JA1660* NAVD 88     -       139.711  (meters)     458.37   (feet)  ADJUSTED  
 JA1660  ___________________________________________________________________
 JA1660  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JA1660  DYNAMIC HT  -         139.626 (meters)     458.09  (feet)  COMP
 JA1660  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 JA1660
 JA1660  VERT ORDER  -  FIRST     CLASS II
 JA1660
 JA1660.The horizontal coordinates were scaled from a topographic map and have
 JA1660.an estimated accuracy of +/- 6 seconds.
 JA1660
 JA1660.The orthometric height was determined by differential leveling
 JA1660.and adjusted by the National Geodetic Survey in June 1991..
 JA1660
 JA1660.The geoid height was determined by GEOID03.
 JA1660
 JA1660.The dynamic height is computed by dividing the NAVD 88
 JA1660.geopotential number by the normal gravity value computed on the
 JA1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1660.degrees latitude (g = 980.6199 gals.).
 JA1660
 JA1660.The modeled gravity was interpolated from observed gravity values.
 JA1660
 JA1660;                    North         East    Units  Estimated Accuracy
 JA1660;SPC IL E     -   227,630.      340,970.      MT  (+/- 180 meters Scaled)
 JA1660
 JA1660                          SUPERSEDED SURVEY CONTROL
 JA1660
 JA1660.No superseded survey control is available for this station.
 JA1660
 JA1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH250856(NAD 83)
 JA1660_MARKER: I = METAL ROD
 JA1660_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA1660_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JA1660_STAMPING: C 294 1986
 JA1660_MARK LOGO: NGS   
 JA1660_PROJECTION: RECESSED 3 CENTIMETERS
 JA1660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1660+STABILITY: POSITION/ELEVATION WELL
 JA1660_ROD/PIPE-DEPTH: 7.8  meters
 JA1660_SLEEVE-DEPTH  : 3.0 meters
 JA1660
 JA1660  HISTORY     - Date     Condition        Report By
 JA1660  HISTORY     - 1986     MONUMENTED       NGS
 JA1660
 JA1660                          STATION DESCRIPTION
 JA1660
 JA1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1660'IN SUMNER.
 JA1660'IN SUMNER, AT THE INTERSECTION OF NORTH CHRISTY AVENUE AND NORTH
 JA1660'RAILROAD STREET, 97.5 M (319.9 FT) WEST OF THE CENTER OF THE AVENUE,
 JA1660'14.4 M (47.2 FT) SOUTH OF THE CENTER OF THE STREET, 10.0 M (32.8 FT)
 JA1660'NORTH OF THE NEAR RAIL OF THE CHESSIE SYSTEM RAILROAD, 4.7 M (15.4 FT)
 JA1660'EAST OF THE WEST END OF A FENCE, AND 0.7 M (2.3 FT) SOUTH OF A FENCE.
 JA1660'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1660'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1663 ***********************************************************************
 JA1663  DESIGNATION -  C 295
 JA1663  PID         -  JA1663
 JA1663  STATE/COUNTY-  IL/RICHLAND
 JA1663  USGS QUAD   -  CLAREMONT (1968)
 JA1663
 JA1663                         *CURRENT SURVEY CONTROL
 JA1663  ___________________________________________________________________
 JA1663* NAD 83(1986)-  38 43 10.     (N)    087 56 49.     (W)     SCALED    
 JA1663* NAVD 88     -       167.224  (meters)     548.63   (feet)  ADJUSTED  
 JA1663  ___________________________________________________________________
 JA1663  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JA1663  DYNAMIC HT  -         167.121 (meters)     548.30  (feet)  COMP
 JA1663  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JA1663
 JA1663  VERT ORDER  -  FIRST     CLASS II
 JA1663
 JA1663.The horizontal coordinates were scaled from a topographic map and have
 JA1663.an estimated accuracy of +/- 6 seconds.
 JA1663
 JA1663.The orthometric height was determined by differential leveling
 JA1663.and adjusted by the National Geodetic Survey in June 1991..
 JA1663
 JA1663.The geoid height was determined by GEOID03.
 JA1663
 JA1663.The dynamic height is computed by dividing the NAVD 88
 JA1663.geopotential number by the normal gravity value computed on the
 JA1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1663.degrees latitude (g = 980.6199 gals.).
 JA1663
 JA1663.The modeled gravity was interpolated from observed gravity values.
 JA1663
 JA1663;                    North         East    Units  Estimated Accuracy
 JA1663;SPC IL E     -   227,900.      333,600.      MT  (+/- 180 meters Scaled)
 JA1663
 JA1663                          SUPERSEDED SURVEY CONTROL
 JA1663
 JA1663.No superseded survey control is available for this station.
 JA1663
 JA1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH176860(NAD 83)
 JA1663_MARKER: I = METAL ROD
 JA1663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1663+WITH SETTING: INFORMATION.
 JA1663_SP_SET: SHALLOW-SET METAL ROD
 JA1663_STAMPING: C 295 1986
 JA1663_MARK LOGO: NGS   
 JA1663_PROJECTION: FLUSH
 JA1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1663_ROD/PIPE-DEPTH: 2.4  meters
 JA1663
 JA1663  HISTORY     - Date     Condition        Report By
 JA1663  HISTORY     - 1986     MONUMENTED       NGS
 JA1663
 JA1663                          STATION DESCRIPTION
 JA1663
 JA1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1663'12.9 KM (8.0 MI) EAST FROM OLNEY.
 JA1663'12.9 KM (8.0 MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS
 JA1663'JUNCTION WITH STATE HIGHWAY 130 IN OLNEY, 48.8 M (160.1 FT) NORTH OF
 JA1663'THE NEAR RAIL, 8.1 M (26.6 FT) WEST OF THE CENTER OF COUNTY ROAD 1900
 JA1663'E, 2.9 M (9.2 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 0.8 M (2.6
 JA1663'FT) EAST OF A UTILITY POLE WITH A GUY WIRE, AND 0.5 M (1.6 FT)
 JA1663'SOUTHEAST OF THE NORTH END OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 JA1663'HAD THROUGH A 5-INCH LOGO CAP.
 JA1663'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JA1663'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD 1900 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1605 ***********************************************************************
 JB1605  DESIGNATION -  C 296
 JB1605  PID         -  JB1605
 JB1605  STATE/COUNTY-  IL/MARION
 JB1605  USGS QUAD   -  OMEGA (1976)
 JB1605
 JB1605                         *CURRENT SURVEY CONTROL
 JB1605  ___________________________________________________________________
 JB1605* NAD 83(1986)-  38 37 40.     (N)    088 51 33.     (W)     SCALED    
 JB1605* NAVD 88     -       158.007  (meters)     518.39   (feet)  ADJUSTED  
 JB1605  ___________________________________________________________________
 JB1605  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JB1605  DYNAMIC HT  -         157.906 (meters)     518.06  (feet)  COMP
 JB1605  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JB1605
 JB1605  VERT ORDER  -  FIRST     CLASS II
 JB1605
 JB1605.The horizontal coordinates were scaled from a topographic map and have
 JB1605.an estimated accuracy of +/- 6 seconds.
 JB1605
 JB1605.The orthometric height was determined by differential leveling
 JB1605.and adjusted by the National Geodetic Survey in June 1991..
 JB1605
 JB1605.The geoid height was determined by GEOID03.
 JB1605
 JB1605.The dynamic height is computed by dividing the NAVD 88
 JB1605.geopotential number by the normal gravity value computed on the
 JB1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1605.degrees latitude (g = 980.6199 gals.).
 JB1605
 JB1605.The modeled gravity was interpolated from observed gravity values.
 JB1605
 JB1605;                    North         East    Units  Estimated Accuracy
 JB1605;SPC IL E     -   217,790.      254,210.      MT  (+/- 180 meters Scaled)
 JB1605
 JB1605                          SUPERSEDED SURVEY CONTROL
 JB1605
 JB1605.No superseded survey control is available for this station.
 JB1605
 JB1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH381771(NAD 83)
 JB1605_MARKER: I = METAL ROD
 JB1605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1605_SP_SET: STAINLESS STEEL ROD
 JB1605_STAMPING: C 296 1986
 JB1605_MARK LOGO: NGS   
 JB1605_PROJECTION: FLUSH
 JB1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1605_ROD/PIPE-DEPTH: 4.3  meters
 JB1605
 JB1605  HISTORY     - Date     Condition        Report By
 JB1605  HISTORY     - 1986     MONUMENTED       NGS
 JB1605
 JB1605                          STATION DESCRIPTION
 JB1605
 JB1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1605'7.5 KM (4.65 MI) EAST FROM SALEM.
 JB1605'7.5 KM (4.65 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 JB1605'SALEM, 23.7 M (77.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 JB1605'10.2 M (33.5 FT) EAST OF THE CENTER OF COUNTY ROAD 1525 E.
 JB1605'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1605'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JB1605'THE MARK IS ABOVE LEVEL WITH THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1679 ***********************************************************************
 LC1679  DESIGNATION -  C 297
 LC1679  PID         -  LC1679
 LC1679  STATE/COUNTY-  IL/DE WITT
 LC1679  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC1679
 LC1679                         *CURRENT SURVEY CONTROL
 LC1679  ___________________________________________________________________
 LC1679* NAD 83(1986)-  40 19 38.     (N)    088 43 30.     (W)     SCALED    
 LC1679* NAVD 88     -       235.568  (meters)     772.86   (feet)  ADJUSTED  
 LC1679  ___________________________________________________________________
 LC1679  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LC1679  DYNAMIC HT  -         235.455 (meters)     772.49  (feet)  COMP
 LC1679  MODELED GRAV-     980,140.8   (mgal)                       NAVD 88
 LC1679
 LC1679  VERT ORDER  -  FIRST     CLASS II
 LC1679
 LC1679.The horizontal coordinates were scaled from a topographic map and have
 LC1679.an estimated accuracy of +/- 6 seconds.
 LC1679
 LC1679.The orthometric height was determined by differential leveling
 LC1679.and adjusted by the National Geodetic Survey in June 1991..
 LC1679
 LC1679.The geoid height was determined by GEOID03.
 LC1679
 LC1679.The dynamic height is computed by dividing the NAVD 88
 LC1679.geopotential number by the normal gravity value computed on the
 LC1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1679.degrees latitude (g = 980.6199 gals.).
 LC1679
 LC1679.The modeled gravity was interpolated from observed gravity values.
 LC1679
 LC1679;                    North         East    Units  Estimated Accuracy
 LC1679;SPC IL E     -   406,410.      266,720.      MT  (+/- 180 meters Scaled)
 LC1679
 LC1679                          SUPERSEDED SURVEY CONTROL
 LC1679
 LC1679.No superseded survey control is available for this station.
 LC1679
 LC1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK534655(NAD 83)
 LC1679_MARKER: I = METAL ROD
 LC1679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1679_SP_SET: STAINLESS STEEL ROD
 LC1679_STAMPING: C 297 1986
 LC1679_MARK LOGO: NGS   
 LC1679_PROJECTION: FLUSH
 LC1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1679_ROD/PIPE-DEPTH: 11.0 meters
 LC1679
 LC1679  HISTORY     - Date     Condition        Report By
 LC1679  HISTORY     - 1986     MONUMENTED       NGS
 LC1679
 LC1679                          STATION DESCRIPTION
 LC1679
 LC1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1679'11.5 KM (7.15 MI) NW FROM FARMER CITY.
 LC1679'11.5 KM (7.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 150 FROM ITS
 LC1679'JUNCTION WITH STATE HIGHWAY 54 IN FARMER CITY, 8.8 M (28.9 FT)
 LC1679'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6 FT)
 LC1679'SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LC1679'THROUGH A 5-INCH LOGO CAP.
 LC1679'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LC1679'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1598 ***********************************************************************
 JB1598  DESIGNATION -  C 298
 JB1598  PID         -  JB1598
 JB1598  STATE/COUNTY-  IL/MARION
 JB1598  USGS QUAD   -  XENIA (1978)
 JB1598
 JB1598                         *CURRENT SURVEY CONTROL
 JB1598  ___________________________________________________________________
 JB1598* NAD 83(1986)-  38 37 43.     (N)    088 42 09.     (W)     SCALED    
 JB1598* NAVD 88     -       157.561  (meters)     516.93   (feet)  ADJUSTED  
 JB1598  ___________________________________________________________________
 JB1598  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JB1598  DYNAMIC HT  -         157.461 (meters)     516.60  (feet)  COMP
 JB1598  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JB1598
 JB1598  VERT ORDER  -  FIRST     CLASS II
 JB1598
 JB1598.The horizontal coordinates were scaled from a topographic map and have
 JB1598.an estimated accuracy of +/- 6 seconds.
 JB1598
 JB1598.The orthometric height was determined by differential leveling
 JB1598.and adjusted by the National Geodetic Survey in June 1991..
 JB1598
 JB1598.The geoid height was determined by GEOID03.
 JB1598
 JB1598.The dynamic height is computed by dividing the NAVD 88
 JB1598.geopotential number by the normal gravity value computed on the
 JB1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1598.degrees latitude (g = 980.6199 gals.).
 JB1598
 JB1598.The modeled gravity was interpolated from observed gravity values.
 JB1598
 JB1598;                    North         East    Units  Estimated Accuracy
 JB1598;SPC IL E     -   217,820.      267,860.      MT  (+/- 180 meters Scaled)
 JB1598
 JB1598                          SUPERSEDED SURVEY CONTROL
 JB1598
 JB1598.No superseded survey control is available for this station.
 JB1598
 JB1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH518769(NAD 83)
 JB1598_MARKER: I = METAL ROD
 JB1598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1598_SP_SET: STAINLESS STEEL ROD
 JB1598_STAMPING: C 298 1986
 JB1598_MARK LOGO: NGS   
 JB1598_PROJECTION: FLUSH
 JB1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1598_ROD/PIPE-DEPTH: 4.9  meters
 JB1598
 JB1598  HISTORY     - Date     Condition        Report By
 JB1598  HISTORY     - 1986     MONUMENTED       NGS
 JB1598
 JB1598                          STATION DESCRIPTION
 JB1598
 JB1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1598'19.7 KM (12.25 MI) WEST FROM FLORA.
 JB1598'19.7 KM (12.25 MI) WESTERLY ALONG OLD U.S. HIGHWAY 50 AND U.S. HIGHWAY
 JB1598'50 FROM ITS JUNCTION WITH STATE STREET IN FLORA, 17.8 M (58.4 FT)
 JB1598'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 10.4 M (34.1 FT) EAST OF
 JB1598'THE CENTER OF COUNTY ROAD 2375 E.  NOTE--ACCESS TO DATUM POINT IS HAD
 JB1598'THROUGH A 5-INCH LOGO CAP.
 JB1598'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JB1598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0016 ***********************************************************************
 JB0016  DESIGNATION -  C 3
 JB0016  PID         -  JB0016
 JB0016  STATE/COUNTY-  IL/CLAY
 JB0016  USGS QUAD   -  FLORA (1970)
 JB0016
 JB0016                         *CURRENT SURVEY CONTROL
 JB0016  ___________________________________________________________________
 JB0016* NAD 83(1986)-  38 40 16.     (N)    088 28 40.     (W)     SCALED    
 JB0016* NAVD 88     -       148.891  (meters)     488.49   (feet)  ADJUSTED  
 JB0016  ___________________________________________________________________
 JB0016  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB0016  DYNAMIC HT  -         148.799 (meters)     488.18  (feet)  COMP
 JB0016  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 JB0016
 JB0016  VERT ORDER  -  FIRST     CLASS II
 JB0016
 JB0016.The horizontal coordinates were scaled from a topographic map and have
 JB0016.an estimated accuracy of +/- 6 seconds.
 JB0016
 JB0016.The orthometric height was determined by differential leveling
 JB0016.and adjusted by the National Geodetic Survey in June 1991..
 JB0016.WARNING-Repeat measurements at this control monument indicate possible
 JB0016.vertical movement.
 JB0016
 JB0016.The geoid height was determined by GEOID03.
 JB0016
 JB0016.The dynamic height is computed by dividing the NAVD 88
 JB0016.geopotential number by the normal gravity value computed on the
 JB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0016.degrees latitude (g = 980.6199 gals.).
 JB0016
 JB0016.The modeled gravity was interpolated from observed gravity values.
 JB0016
 JB0016;                    North         East    Units  Estimated Accuracy
 JB0016;SPC IL E     -   222,480.      287,430.      MT  (+/- 180 meters Scaled)
 JB0016
 JB0016                          SUPERSEDED SURVEY CONTROL
 JB0016
 JB0016  NGVD 29 (??/??/92)  149.001  (m)          488.85   (f) ADJ UNCH    1 2
 JB0016
 JB0016.Superseded values are not recommended for survey control.
 JB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0016.See file dsdata.txt to determine how the superseded data were derived.
 JB0016
 JB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH714813(NAD 83)
 JB0016_MARKER: Q = CHISELED SQUARE
 JB0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0016_SP_SET: BUILDING
 JB0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0016
 JB0016  HISTORY     - Date     Condition        Report By
 JB0016  HISTORY     - UNK      MONUMENTED       CGS
 JB0016  HISTORY     - 1949     GOOD             NGS
 JB0016  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0016
 JB0016                          STATION DESCRIPTION
 JB0016
 JB0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0016'AT FLORA.
 JB0016'AT FLORA, AT THE SOUTH SIDE OF THE EAST SIDE GRADE SCHOOL, A
 JB0016'CHISELED SQUARE IN THE FRONT BASEMENT WINDOW SILL OF THE
 JB0016'EAST WINDOW, 10 FEET WEST OF THE SOUTHEAST CORNER, 18 FEET
 JB0016'EAST-NORTHEAST OF BM 490 (USGS) AND ABOUT 0.5 FOOT ABOVE
 JB0016'THE LEVEL OF THE GROUND.  NOTE-- C 3 1882 IS CHISELED IN THE
 JB0016'ROCK WINDOW SILL BUT THE REMAINDER IS NOT CLEAR.
 JB0016
 JB0016                          STATION RECOVERY (1986)
 JB0016
 JB0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0016'THERE IS NOW A NEW SCHOOL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0115 ***********************************************************************
 JB0115  DESIGNATION -  C 3
 JB0115  PID         -  JB0115
 JB0115  STATE/COUNTY-  IL/RICHLAND
 JB0115  USGS QUAD   -  DUNDAS (1985)
 JB0115
 JB0115                         *CURRENT SURVEY CONTROL
 JB0115  ___________________________________________________________________
 JB0115* NAD 83(1986)-  38 48 27.     (N)    088 05 05.     (W)     SCALED    
 JB0115* NAVD 88     -       144.609  (meters)     474.44   (feet)  ADJUSTED  
 JB0115  ___________________________________________________________________
 JB0115  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JB0115  DYNAMIC HT  -         144.521 (meters)     474.15  (feet)  COMP
 JB0115  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 JB0115
 JB0115  VERT ORDER  -  FIRST     CLASS II
 JB0115
 JB0115.The horizontal coordinates were scaled from a topographic map and have
 JB0115.an estimated accuracy of +/- 6 seconds.
 JB0115
 JB0115.The orthometric height was determined by differential leveling
 JB0115.and adjusted by the National Geodetic Survey in June 1991..
 JB0115
 JB0115.The geoid height was determined by GEOID03.
 JB0115
 JB0115.The dynamic height is computed by dividing the NAVD 88
 JB0115.geopotential number by the normal gravity value computed on the
 JB0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0115.degrees latitude (g = 980.6199 gals.).
 JB0115
 JB0115.The modeled gravity was interpolated from observed gravity values.
 JB0115
 JB0115;                    North         East    Units  Estimated Accuracy
 JB0115;SPC IL E     -   237,640.      321,590.      MT  (+/- 180 meters Scaled)
 JB0115
 JB0115                          SUPERSEDED SURVEY CONTROL
 JB0115
 JB0115  NGVD 29 (??/??/92)  144.698  (m)          474.73   (f) ADJ UNCH    1 2
 JB0115
 JB0115.Superseded values are not recommended for survey control.
 JB0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0115.See file dsdata.txt to determine how the superseded data were derived.
 JB0115
 JB0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH058959(NAD 83)
 JB0115_MARKER: P = PIPE CAP
 JB0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0115_STAMPING: ILL 475
 JB0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0115
 JB0115  HISTORY     - Date     Condition        Report By
 JB0115  HISTORY     - UNK      MONUMENTED       USGS
 JB0115  HISTORY     - 1956     GOOD             NGS
 JB0115
 JB0115                          STATION DESCRIPTION
 JB0115
 JB0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0115'1.8 MI S FROM DUNDAS.
 JB0115'1.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0115'STATION AND BLACK TOP ROAD CROSSING AT DUNDAS, ABOUT 485 YARDS
 JB0115'NORTH OF MILE POST P 174, ABOUT 415 YARDS NORTH OF AN EAST-WEST
 JB0115'GRAVEL ROAD CROSSING, 24 FEET EAST OF EAST RAIL, 23.4 FEET
 JB0115'NORTH-NORTHEAST OF THE 10TH TELEPHONE POLE NORTH OF ROAD CROSSING,
 JB0115'185 FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM A WHISTLE POST,
 JB0115'120 FEET EAST-NORTHEAST AND ACROSS TRACK FROM THE 6TH POWER
 JB0115'TRANSMISSION POLE NORTH OF CROSSING (THE FIRST POLE SOUTH OF
 JB0115'A TWIN POWER TRANSMISSION POLE), 1 FOOT NORTHEAST OF A WHITE
 JB0115'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND IS
 JB0115'A U.S.G.S. PIPE CAP PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3247 ***********************************************************************
 ME3247  DESIGNATION -  C 3
 ME3247  PID         -  ME3247
 ME3247  STATE/COUNTY-  IL/COOK
 ME3247  USGS QUAD   -  JACKSON PARK (1993)
 ME3247
 ME3247                         *CURRENT SURVEY CONTROL
 ME3247  ___________________________________________________________________
 ME3247* NAD 83(1997)-  41 54 02.74127(N)    087 37 11.27182(W)     ADJUSTED  
 ME3247* NAVD 88     -       180.3    (meters)     592.     (feet)  VERTCON   
 ME3247  ___________________________________________________________________
 ME3247  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 ME3247  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME3247
 ME3247  HORZ ORDER  -  SECOND
 ME3247
 ME3247.The horizontal coordinates were established by classical geodetic methods
 ME3247.and adjusted by the National Geodetic Survey in October 1999..
 ME3247
 ME3247.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3247
 ME3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3247
 ME3247.The geoid height was determined by GEOID03.
 ME3247
 ME3247;                    North         East     Units Scale Factor Converg.
 ME3247;SPC IL E     -   581,326.451   359,207.420   MT  1.00001812   +0 28 35.6
 ME3247;SPC IL E     - 1,907,235.20  1,178,499.68   sFT  1.00001812   +0 28 35.6
 ME3247;UTM  16      - 4,638,943.686   448,590.039   MT  0.99963252   -0 24 50.2
 ME3247
 ME3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3247!SPC IL E     -   0.99997699  x   1.00001812  =   0.99999511
 ME3247!UTM  16      -   0.99997699  x   0.99963252  =   0.99960952
 ME3247
 ME3247:                Primary Azimuth Mark                     Grid Az
 ME3247:SPC IL E     -  CRIB LIGHT 2 C                           075 59 26.8
 ME3247:UTM  16      -  CRIB LIGHT 2 C                           076 52 52.6
 ME3247
 ME3247|---------------------------------------------------------------------|
 ME3247| PID    Reference Object                     Distance      Geod. Az  |
 ME3247|                                                           dddmmss.s |
 ME3247| ME3257 CRIB LIGHT 2 C                      APPROX. 1.0 KM 0762802.4 |
 ME3247| ME3248 C 4                                 395.657 METERS 15322     |
 ME3247| ME3246 C 2                                 APPROX. 0.8 KM 3261852.9 |
 ME3247| ME3256 CRIB LIGHT 1 C                      APPROX. 1.5 KM 3584352.4 |
 ME3247|---------------------------------------------------------------------|
 ME3247
 ME3247                          SUPERSEDED SURVEY CONTROL
 ME3247
 ME3247  NAD 83(1997)-  41 54 02.74148(N)    087 37 11.27227(W) AD(       ) 2
 ME3247  NAD 83(1997)-  41 54 02.74579(N)    087 37 11.28456(W) AD(       ) 2
 ME3247  NAD 83(1986)-  41 54 02.74593(N)    087 37 11.28330(W) AD(       ) 2
 ME3247  NGVD 29 (08/23/90)  180.4    (m)          592.     (f) VERT ANG       
 ME3247
 ME3247.Superseded values are not recommended for survey control.
 ME3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3247.See file dsdata.txt to determine how the superseded data were derived.
 ME3247
 ME3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4859038944(NAD 83)
 ME3247_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3247_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3247+WITH SETTING: PAVEMENT
 ME3247_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3247+STABILITY: SURFACE MOTION
 ME3247
 ME3247  HISTORY     - Date     Condition        Report By
 ME3247  HISTORY     - 1983     MONUMENTED       IL1670
 ME3247
 ME3247                          STATION DESCRIPTION
 ME3247
 ME3247'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3247'THE STATION IS LOCATED AT 999 LAKE SHORE DRIVE IN CONCRETE
 ME3247'SIDEWALK, AT THE SOUTH END OF A CURVE, JUST NORTH OF WALTON STREET,
 ME3247'IN DOWNTOWN CHICAGO.
 ME3247'
 ME3247'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3247'
 ME3247'THE STATION IS A STANDARD COC DISK STAMPED---C3 1983---CEMENTED IN
 ME3247'A DRILL HOLE IN THE CONCRETE SIDEWALK.  IT IS 0.67 M (2.2 FT) WEST
 ME3247'OF THE WEST EDGE OF LAKE SHORE DRIVE FRONTAGE ROAD AND 0.5 M (1.6
 ME3247'FT) NORTH OF THE CENTER OF A CITY ELECTRIC MANHOLE COVER.
 ME3247'
 ME3247'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2115 ***********************************************************************
 LB2115  CBN         -  This is a Cooperative Base Network Control Station.
 LB2115  DESIGNATION -  C 300
 LB2115  PID         -  LB2115
 LB2115  STATE/COUNTY-  IL/VERMILION
 LB2115  USGS QUAD   -  DANVILLE NE (1978)
 LB2115
 LB2115                         *CURRENT SURVEY CONTROL
 LB2115  ___________________________________________________________________
 LB2115* NAD 83(1997)-  40 07 54.86598(N)    087 35 11.16671(W)     ADJUSTED  
 LB2115* NAVD 88     -       195.288  (meters)     640.71   (feet)  ADJUSTED  
 LB2115  ___________________________________________________________________
 LB2115  X           -     205,650.887 (meters)                     COMP
 LB2115  Y           -  -4,879,072.443 (meters)                     COMP
 LB2115  Z           -   4,089,299.440 (meters)                     COMP
 LB2115  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 LB2115  ELLIP HEIGHT-         162.74  (meters)          (10/15/04) GPS OBS
 LB2115  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LB2115  DYNAMIC HT  -         195.190 (meters)     640.39  (feet)  COMP
 LB2115  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 LB2115
 LB2115  HORZ ORDER  -  B
 LB2115  VERT ORDER  -  FIRST     CLASS II
 LB2115  ELLP ORDER  -  FOURTH    CLASS II
 LB2115
 LB2115.The horizontal coordinates were established by GPS observations
 LB2115.and adjusted by the National Geodetic Survey in April 1998..
 LB2115
 LB2115.The orthometric height was determined by differential leveling
 LB2115.and adjusted by the National Geodetic Survey in June 1991..
 LB2115
 LB2115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2115
 LB2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2115
 LB2115.The ellipsoidal height was determined by GPS observations
 LB2115.and is referenced to NAD 83.
 LB2115
 LB2115.The geoid height was determined by GEOID03.
 LB2115
 LB2115.The dynamic height is computed by dividing the NAVD 88
 LB2115.geopotential number by the normal gravity value computed on the
 LB2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2115.degrees latitude (g = 980.6199 gals.).
 LB2115
 LB2115.The modeled gravity was interpolated from observed gravity values.
 LB2115
 LB2115;                    North         East     Units Scale Factor Converg.
 LB2115;SPC IL E     -   384,913.819   363,656.335   MT  1.00002486   +0 28 53.1
 LB2115;SPC IL E     - 1,262,838.09  1,193,095.83   sFT  1.00002486   +0 28 53.1
 LB2115;UTM  16      - 4,442,562.601   450,038.372   MT  0.99963073   -0 22 40.8
 LB2115
 LB2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2115!SPC IL E     -   0.99997447  x   1.00002486  =   0.99999933
 LB2115!UTM  16      -   0.99997447  x   0.99963073  =   0.99960521
 LB2115
 LB2115                          SUPERSEDED SURVEY CONTROL
 LB2115
 LB2115  ELLIP H (04/10/98)  162.70   (m)                       GP(       ) 4 1
 LB2115  NAVD 88 (04/10/98)  195.29   (m)          640.7    (f) LEVELING    3  
 LB2115
 LB2115.Superseded values are not recommended for survey control.
 LB2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2115.See file dsdata.txt to determine how the superseded data were derived.
 LB2115
 LB2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5003842563(NAD 83)
 LB2115_MARKER: I = METAL ROD
 LB2115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2115_SP_SET: STAINLESS STEEL ROD
 LB2115_STAMPING: C 300 1986
 LB2115_MARK LOGO: NGS   
 LB2115_PROJECTION: FLUSH
 LB2115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LB2115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2115+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 LB2115_ROD/PIPE-DEPTH: 6.50 meters
 LB2115
 LB2115  HISTORY     - Date     Condition        Report By
 LB2115  HISTORY     - 1986     MONUMENTED       NGS
 LB2115  HISTORY     - 19970416 GOOD             NGS
 LB2115  HISTORY     - 19970616 GOOD             NGS
 LB2115  HISTORY     - 19980723 GOOD             WOOLPT
 LB2115  HISTORY     - 20001229 GOOD             ZAMBRA
 LB2115  HISTORY     - 20031204 GOOD             INDIV
 LB2115  HISTORY     - 20050722 GOOD             JCLS
 LB2115
 LB2115                          STATION DESCRIPTION
 LB2115
 LB2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2115'IN DANVILLE.
 LB2115'IN DANVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 136 (EAST MAIN
 LB2115'STREET) AND OHIO STREET, 60.4 M (198.2 FT) EAST OF THE EXTENDED CENTER
 LB2115'OF OHIO STREET, 13.2 M (43.3 FT) SOUTH OF THE CENTERLINE OF THE
 LB2115'HIGHWAY, 6.7 M (22.0 FT) WEST OF A CHAIN LINK FENCE CORNER, AND 6.1 M
 LB2115'(20.0 FT) EAST OF THE CENTER OF THE SERVICE ENTRANCE TO THE VA MEDICAL
 LB2115'CENTER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2115'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 LB2115'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LB2115
 LB2115                          STATION RECOVERY (1997)
 LB2115
 LB2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LB2115'THE STATION IS LOCATED IN DANVILLE, NEAR THE INTERSECTION OF U.S.
 LB2115'ROUTE 136 (EAST MAIN STREET) AND PENNSYLVANIA AVENUE AND THE SERVICE
 LB2115'ENTRANCE TO THE VETERANS ADMINISTRATION MEDICAL CENTER ON THE EAST
 LB2115'SIDE OF DANVILLE.  TO REACH FROM THE JUNCTION OF U.S. ROUTES 136 AND
 LB2115'150 IN DANVILLE, GO EAST ON ROUTE 136 FOR 2.7 MI (4.3 KM) TO THE
 LB2115'STATION ON THE RIGHT, 13.2 M (43.3 FT) SOUTH OF THE CENTER OF THE
 LB2115'HIGHWAY, 60.4 M (198.2 FT) WEST OF THE EXTENDED CENTER OF PENNSYLVANIA
 LB2115'AVENUE, 6.7 M (22.0 FT) WEST OF THE NORTHEAST CORNER OF A CHAIN LINK
 LB2115'FENCE CORNER ON THE EAST SIDE OF THE VA FACILITY, 6.1 M (20.0 FT) EAST
 LB2115'OF THE CENTER OF THE SERVICE ENTRANCE, AND 0.4 M (1.3 FT) NORTH OF A
 LB2115'FIBERGLASS WITNESS POST AND 6-FOOT FENCE. NOTE--ACCESS TO THE STATION
 LB2115'POINT IS THROUGH A 5-INCH ACCESS COVER. FOR GPS OBSERVATIONS, A TALL
 LB2115'SETUP SHOULD BE USED TO CLEAR FENCE.
 LB2115
 LB2115                          STATION RECOVERY (1997)
 LB2115
 LB2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LB2115'RECOVERED AS DESCRIBED.
 LB2115
 LB2115                          STATION RECOVERY (1998)
 LB2115
 LB2115'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1998 (BBS)
 LB2115'RECOVERED AS DESCRIBED.  WOOLPERT CONSULTANTS 1988 (BBS).
 LB2115
 LB2115                          STATION RECOVERY (2000)
 LB2115
 LB2115'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LB2115'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LB2115'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB2115' 
 LB2115'
 LB2115
 LB2115                          STATION RECOVERY (2003)
 LB2115
 LB2115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JAF)
 LB2115'RECOVERED IN GOOD CONDITION.
 LB2115
 LB2115                          STATION RECOVERY (2005)
 LB2115
 LB2115'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 LB2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2135 ***********************************************************************
 LB2135  DESIGNATION -  C 301
 LB2135  PID         -  LB2135
 LB2135  STATE/COUNTY-  IL/CHAMPAIGN
 LB2135  USGS QUAD   -  HOMER (1975)
 LB2135
 LB2135                         *CURRENT SURVEY CONTROL
 LB2135  ___________________________________________________________________
 LB2135* NAD 83(1986)-  40 02 43.     (N)    087 55 37.     (W)     SCALED    
 LB2135* NAVD 88     -       203.132  (meters)     666.44   (feet)  ADJUSTED  
 LB2135  ___________________________________________________________________
 LB2135  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LB2135  DYNAMIC HT  -         203.029 (meters)     666.10  (feet)  COMP
 LB2135  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 LB2135
 LB2135  VERT ORDER  -  FIRST     CLASS II
 LB2135
 LB2135.The horizontal coordinates were scaled from a topographic map and have
 LB2135.an estimated accuracy of +/- 6 seconds.
 LB2135
 LB2135.The orthometric height was determined by differential leveling
 LB2135.and adjusted by the National Geodetic Survey in June 1991..
 LB2135
 LB2135.The geoid height was determined by GEOID03.
 LB2135
 LB2135.The dynamic height is computed by dividing the NAVD 88
 LB2135.geopotential number by the normal gravity value computed on the
 LB2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2135.degrees latitude (g = 980.6199 gals.).
 LB2135
 LB2135.The modeled gravity was interpolated from observed gravity values.
 LB2135
 LB2135;                    North         East    Units  Estimated Accuracy
 LB2135;SPC IL E     -   375,110.      334,680.      MT  (+/- 180 meters Scaled)
 LB2135
 LB2135                          SUPERSEDED SURVEY CONTROL
 LB2135
 LB2135.No superseded survey control is available for this station.
 LB2135
 LB2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK209331(NAD 83)
 LB2135_MARKER: I = METAL ROD
 LB2135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2135_SP_SET: STAINLESS STEEL ROD
 LB2135_STAMPING: C 301 1986
 LB2135_MARK LOGO: NGS   
 LB2135_PROJECTION: FLUSH
 LB2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2135_ROD/PIPE-DEPTH: 6.2  meters
 LB2135
 LB2135  HISTORY     - Date     Condition        Report By
 LB2135  HISTORY     - 1986     MONUMENTED       NGS
 LB2135
 LB2135                          STATION DESCRIPTION
 LB2135
 LB2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2135'2.8 KM (1.75 MI) EAST FROM HOMER.
 LB2135'2.8 KM (1.75 MI) EASTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH
 LB2135'JUNCTION WITH STATE HIGHWAY 49 IN HOMER, 16.3 M (53.5 FT) SOUTH OF THE
 LB2135'CENTERLINE OF THE ROAD, 1.8 M (5.9 FT) WEST-SOUTHWEST OF A FENCE
 LB2135'CORNER, AND 1.5 M (4.9 FT) SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS
 LB2135'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2135'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 LB2135'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3348 ***********************************************************************
 ME3348  DESIGNATION -  C 302
 ME3348  PID         -  ME3348
 ME3348  STATE/COUNTY-  IL/COOK
 ME3348  USGS QUAD   -  ENGLEWOOD (1997)
 ME3348
 ME3348                         *CURRENT SURVEY CONTROL
 ME3348  ___________________________________________________________________
 ME3348* NAD 83(1986)-  41 46 40.     (N)    087 38 22.     (W)     SCALED    
 ME3348* NAVD 88     -       183.159  (meters)     600.91   (feet)  ADJUSTED  
 ME3348  ___________________________________________________________________
 ME3348  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME3348  DYNAMIC HT  -         183.095 (meters)     600.70  (feet)  COMP
 ME3348  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 ME3348
 ME3348  VERT ORDER  -  FIRST     CLASS II
 ME3348
 ME3348.The horizontal coordinates were scaled from a topographic map and have
 ME3348.an estimated accuracy of +/- 6 seconds.
 ME3348
 ME3348.The orthometric height was determined by differential leveling
 ME3348.and adjusted by the National Geodetic Survey in April 1995..
 ME3348
 ME3348.The geoid height was determined by GEOID03.
 ME3348
 ME3348.The dynamic height is computed by dividing the NAVD 88
 ME3348.geopotential number by the normal gravity value computed on the
 ME3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3348.degrees latitude (g = 980.6199 gals.).
 ME3348
 ME3348.The modeled gravity was interpolated from observed gravity values.
 ME3348
 ME3348;                    North         East    Units  Estimated Accuracy
 ME3348;SPC IL E     -   567,650.      357,690.      MT  (+/- 180 meters Scaled)
 ME3348
 ME3348                          SUPERSEDED SURVEY CONTROL
 ME3348
 ME3348  NGVD 29 (01/19/93)  183.253  (m)          601.22   (f) ADJUSTED    1 2
 ME3348
 ME3348.Superseded values are not recommended for survey control.
 ME3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3348.See file dsdata.txt to determine how the superseded data were derived.
 ME3348
 ME3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM468253(NAD 83)
 ME3348_MARKER: DV = VERTICAL CONTROL DISK
 ME3348_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME3348_SP_SET: ABUTMENT
 ME3348_STAMPING: C 302 1992
 ME3348_MARK LOGO: NGS   
 ME3348_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3348+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3348
 ME3348  HISTORY     - Date     Condition        Report By
 ME3348  HISTORY     - 1992     MONUMENTED       NGS
 ME3348
 ME3348                          STATION DESCRIPTION
 ME3348
 ME3348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3348'IN CHICAGO, AT THE INTERSECTION OF SOUTH PARNELL AVENUE AND WEST 64RD
 ME3348'STREET, SET VERTICALLY IN THE NORTH FACE OF THE SOUTH ABUTMENT OF THE
 ME3348'METRO RAILROAD OVERPASS OF THE STREET, 85.6 M (280.8 FT) WEST OF THE
 ME3348'STREET CENTERLINE, 20.4 M (66.9 FT) WEST OF THE EAST END OF THE SOUTH
 ME3348'ABUTMENT, 21.6 M (70.9 FT) EAST OF A FIRE HYDRANT, 9.0 M (29.5 FT)
 ME3348'SOUTH OF THE STREET CENTER, AND 1.3 M (4.3 FT) ABOVE THE GROUND
 ME3348'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1395 ***********************************************************************
 LC1395  DESIGNATION -  C 31
 LC1395  PID         -  LC1395
 LC1395  STATE/COUNTY-  IL/PEORIA
 LC1395  USGS QUAD   -  LAURA (1982)
 LC1395
 LC1395                         *CURRENT SURVEY CONTROL
 LC1395  ___________________________________________________________________
 LC1395* NAD 83(1986)-  40 55 13.     (N)    089 55 39.     (W)     SCALED    
 LC1395* NAVD 88     -       222.265  (meters)     729.21   (feet)  ADJUSTED  
 LC1395  ___________________________________________________________________
 LC1395  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC1395  DYNAMIC HT  -         222.166 (meters)     728.89  (feet)  COMP
 LC1395  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 LC1395
 LC1395  VERT ORDER  -  SECOND    CLASS 0
 LC1395
 LC1395.The horizontal coordinates were scaled from a topographic map and have
 LC1395.an estimated accuracy of +/- 6 seconds.
 LC1395
 LC1395.The orthometric height was determined by differential leveling
 LC1395.and adjusted by the National Geodetic Survey in June 1991..
 LC1395
 LC1395.The geoid height was determined by GEOID03.
 LC1395
 LC1395.The dynamic height is computed by dividing the NAVD 88
 LC1395.geopotential number by the normal gravity value computed on the
 LC1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1395.degrees latitude (g = 980.6199 gals.).
 LC1395
 LC1395.The modeled gravity was interpolated from observed gravity values.
 LC1395
 LC1395;                    North         East    Units  Estimated Accuracy
 LC1395;SPC IL W     -   472,200.      720,150.      MT  (+/- 180 meters Scaled)
 LC1395
 LC1395                          SUPERSEDED SURVEY CONTROL
 LC1395
 LC1395  NGVD 29 (??/??/92)  222.334  (m)          729.44   (f) ADJ UNCH    2 0
 LC1395
 LC1395.Superseded values are not recommended for survey control.
 LC1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1395.See file dsdata.txt to determine how the superseded data were derived.
 LC1395
 LC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL534340(NAD 83)
 LC1395_MARKER: DB = BENCH MARK DISK
 LC1395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1395_SP_SET: BRIDGE
 LC1395_STAMPING: C 31 1934
 LC1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1395
 LC1395  HISTORY     - Date     Condition        Report By
 LC1395  HISTORY     - 1934     MONUMENTED       CGS
 LC1395  HISTORY     - 1942     GOOD             NGS
 LC1395  HISTORY     - 19981207 GOOD             USPSQD
 LC1395
 LC1395                          STATION DESCRIPTION
 LC1395
 LC1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LC1395'AT LAURA.
 LC1395'AT LAURA, PEORIA COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LC1395'RAILWAY, 8 POLES WEST OF THE STATION, AT STATE HIGHWAY 78 OVERPASS,
 LC1395'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, AND 2
 LC1395'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 31 1934.
 LC1395
 LC1395                          STATION RECOVERY (1998)
 LC1395
 LC1395'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0489 ***********************************************************************
 LD0489  DESIGNATION -  C 33
 LD0489  PID         -  LD0489
 LD0489  STATE/COUNTY-  IL/HANCOCK
 LD0489  USGS QUAD   -  COLUSA (1964)
 LD0489
 LD0489                         *CURRENT SURVEY CONTROL
 LD0489  ___________________________________________________________________
 LD0489* NAD 83(1986)-  40 37 28.     (N)    091 14 04.     (W)     SCALED    
 LD0489* NAVD 88     -       159.824  (meters)     524.36   (feet)  ADJUSTED  
 LD0489  ___________________________________________________________________
 LD0489  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0489  DYNAMIC HT  -         159.746 (meters)     524.10  (feet)  COMP
 LD0489  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 LD0489
 LD0489  VERT ORDER  -  SECOND    CLASS 0
 LD0489
 LD0489.The horizontal coordinates were scaled from a topographic map and have
 LD0489.an estimated accuracy of +/- 6 seconds.
 LD0489
 LD0489.The orthometric height was determined by differential leveling
 LD0489.and adjusted by the National Geodetic Survey in June 1991..
 LD0489
 LD0489.The geoid height was determined by GEOID03.
 LD0489
 LD0489.The dynamic height is computed by dividing the NAVD 88
 LD0489.geopotential number by the normal gravity value computed on the
 LD0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0489.degrees latitude (g = 980.6199 gals.).
 LD0489
 LD0489.The modeled gravity was interpolated from observed gravity values.
 LD0489
 LD0489;                    North         East    Units  Estimated Accuracy
 LD0489;SPC IL W     -   439,870.      609,660.      MT  (+/- 180 meters Scaled)
 LD0489
 LD0489                          SUPERSEDED SURVEY CONTROL
 LD0489
 LD0489  NGVD 29 (??/??/92)  159.869  (m)          524.50   (f) ADJ UNCH    2 0
 LD0489
 LD0489.Superseded values are not recommended for survey control.
 LD0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0489.See file dsdata.txt to determine how the superseded data were derived.
 LD0489
 LD0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE493985(NAD 83)
 LD0489_MARKER: DB = BENCH MARK DISK
 LD0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0489_SP_SET: CULVERT
 LD0489_STAMPING: C 33 1934
 LD0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0489
 LD0489  HISTORY     - Date     Condition        Report By
 LD0489  HISTORY     - 1934     MONUMENTED       CGS
 LD0489
 LD0489                          STATION DESCRIPTION
 LD0489
 LD0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0489'2.8 MI E FROM EAST FORT MADISON.
 LD0489'2.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0489'FROM THE STATION AT EAST FORT MADISON, HANCOCK COUNTY, AT POLE
 LD0489'228+09, AT CULVERT 228 A, 15 FEET SOUTH OF THE CENTERLINE OF THE
 LD0489'SOUTH TRACK, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 LD0489'AND 4.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LD0489'C 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0307 ***********************************************************************
 LD0307  DESIGNATION -  C 35
 LD0307  PID         -  LD0307
 LD0307  STATE/COUNTY-  IL/FULTON
 LD0307  USGS QUAD   -  HAVANA (1947)
 LD0307
 LD0307                         *CURRENT SURVEY CONTROL
 LD0307  ___________________________________________________________________
 LD0307* NAD 83(1986)-  40 19 07.     (N)    090 06 21.     (W)     SCALED    
 LD0307* NAVD 88     -       135.445  (meters)     444.37   (feet)  ADJUSTED  
 LD0307  ___________________________________________________________________
 LD0307  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0307  DYNAMIC HT  -         135.377 (meters)     444.15  (feet)  COMP
 LD0307  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 LD0307
 LD0307  VERT ORDER  -  SECOND    CLASS 0
 LD0307
 LD0307.The horizontal coordinates were scaled from a topographic map and have
 LD0307.an estimated accuracy of +/- 6 seconds.
 LD0307
 LD0307.The orthometric height was determined by differential leveling
 LD0307.and adjusted by the National Geodetic Survey in June 1991..
 LD0307
 LD0307.The geoid height was determined by GEOID03.
 LD0307
 LD0307.The dynamic height is computed by dividing the NAVD 88
 LD0307.geopotential number by the normal gravity value computed on the
 LD0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0307.degrees latitude (g = 980.6199 gals.).
 LD0307
 LD0307.The modeled gravity was interpolated from observed gravity values.
 LD0307
 LD0307;                    North         East    Units  Estimated Accuracy
 LD0307;SPC IL W     -   405,370.      705,170.      MT  (+/- 180 meters Scaled)
 LD0307
 LD0307                          SUPERSEDED SURVEY CONTROL
 LD0307
 LD0307  NGVD 29 (??/??/92)  135.539  (m)          444.68   (f) ADJ UNCH    2 0
 LD0307
 LD0307.Superseded values are not recommended for survey control.
 LD0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0307.See file dsdata.txt to determine how the superseded data were derived.
 LD0307
 LD0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE459671(NAD 83)
 LD0307_MARKER: DB = BENCH MARK DISK
 LD0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0307_STAMPING: C 35 1935
 LD0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0307+STABILITY: SURFACE MOTION
 LD0307
 LD0307  HISTORY     - Date     Condition        Report By
 LD0307  HISTORY     - 1935     MONUMENTED       CGS
 LD0307
 LD0307                          STATION DESCRIPTION
 LD0307
 LD0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0307'1.9 MI SE FROM SEPO.
 LD0307'1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0307'RAILROAD FROM THE STATION AT SEPO, FULTON COUNTY, 15 POLES
 LD0307'NORTHWEST OF MILEPOST 57, 16 FEET SOUTHWEST OF A POINT 15 FEET
 LD0307'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, AND 18 INCHES LOWER
 LD0307'THAN THE TRACK.  A STANDARD DISK, STAMPED C 35 1935 AND SET IN
 LD0307'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0989 ***********************************************************************
 KB0989  DESIGNATION -  C 36
 KB0989  PID         -  KB0989
 KB0989  STATE/COUNTY-  IL/MENARD
 KB0989  USGS QUAD   -  ATHENS (1976)
 KB0989
 KB0989                         *CURRENT SURVEY CONTROL
 KB0989  ___________________________________________________________________
 KB0989* NAD 83(1986)-  39 57 39.     (N)    089 43 01.     (W)     SCALED    
 KB0989* NAVD 88     -       186.476  (meters)     611.80   (feet)  ADJUSTED  
 KB0989  ___________________________________________________________________
 KB0989  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KB0989  DYNAMIC HT  -         186.377 (meters)     611.47  (feet)  COMP
 KB0989  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 KB0989
 KB0989  VERT ORDER  -  SECOND    CLASS 0
 KB0989
 KB0989.The horizontal coordinates were scaled from a topographic map and have
 KB0989.an estimated accuracy of +/- 6 seconds.
 KB0989
 KB0989.The orthometric height was determined by differential leveling
 KB0989.and adjusted by the National Geodetic Survey in June 1991..
 KB0989
 KB0989.The geoid height was determined by GEOID03.
 KB0989
 KB0989.The dynamic height is computed by dividing the NAVD 88
 KB0989.geopotential number by the normal gravity value computed on the
 KB0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0989.degrees latitude (g = 980.6199 gals.).
 KB0989
 KB0989.The modeled gravity was interpolated from observed gravity values.
 KB0989
 KB0989;                    North         East    Units  Estimated Accuracy
 KB0989;SPC IL W     -   365,740.      738,420.      MT  (+/- 180 meters Scaled)
 KB0989
 KB0989                          SUPERSEDED SURVEY CONTROL
 KB0989
 KB0989  NGVD 29 (??/??/92)  186.574  (m)          612.12   (f) ADJ UNCH    2 0
 KB0989
 KB0989.Superseded values are not recommended for survey control.
 KB0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0989.See file dsdata.txt to determine how the superseded data were derived.
 KB0989
 KB0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK679269(NAD 83)
 KB0989_MARKER: DB = BENCH MARK DISK
 KB0989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0989_SP_SET: BUILDING
 KB0989_STAMPING: C 36 1934
 KB0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0989
 KB0989  HISTORY     - Date     Condition        Report By
 KB0989  HISTORY     - 1934     MONUMENTED       CGS
 KB0989
 KB0989                          STATION DESCRIPTION
 KB0989
 KB0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0989'AT ATHENS.
 KB0989'AT ATHENS, MENARD COUNTY, AT THE HIGH SCHOOL, IN THE SOUTH WALL,
 KB0989'10 INCHES WEST OF THE CONCRETE ARCH OF THE WEST DOOR, AND ABOUT
 KB0989'4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 36 1934
 KB0989'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1201 ***********************************************************************
 LC1201  DESIGNATION -  C 37
 LC1201  PID         -  LC1201
 LC1201  STATE/COUNTY-  IL/LOGAN
 LC1201  USGS QUAD   -  NEW HOLLAND (1980)
 LC1201
 LC1201                         *CURRENT SURVEY CONTROL
 LC1201  ___________________________________________________________________
 LC1201* NAD 83(1986)-  40 14 51.     (N)    089 35 31.     (W)     SCALED    
 LC1201* NAVD 88     -       171.287  (meters)     561.96   (feet)  ADJUSTED  
 LC1201  ___________________________________________________________________
 LC1201  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LC1201  DYNAMIC HT  -         171.200 (meters)     561.68  (feet)  COMP
 LC1201  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 LC1201
 LC1201  VERT ORDER  -  SECOND    CLASS 0
 LC1201
 LC1201.The horizontal coordinates were scaled from a topographic map and have
 LC1201.an estimated accuracy of +/- 6 seconds.
 LC1201
 LC1201.The orthometric height was determined by differential leveling
 LC1201.and adjusted by the National Geodetic Survey in June 1991..
 LC1201
 LC1201.The geoid height was determined by GEOID03.
 LC1201
 LC1201.The dynamic height is computed by dividing the NAVD 88
 LC1201.geopotential number by the normal gravity value computed on the
 LC1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1201.degrees latitude (g = 980.6199 gals.).
 LC1201
 LC1201.The modeled gravity was interpolated from observed gravity values.
 LC1201
 LC1201;                    North         East    Units  Estimated Accuracy
 LC1201;SPC IL W     -   397,630.      748,900.      MT  (+/- 180 meters Scaled)
 LC1201
 LC1201                          SUPERSEDED SURVEY CONTROL
 LC1201
 LC1201  NGVD 29 (??/??/92)  171.381  (m)          562.27   (f) ADJ UNCH    2 0
 LC1201
 LC1201.Superseded values are not recommended for survey control.
 LC1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1201.See file dsdata.txt to determine how the superseded data were derived.
 LC1201
 LC1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK795584(NAD 83)
 LC1201_MARKER: DB = BENCH MARK DISK
 LC1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1201_STAMPING: C 37 1934
 LC1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1201+STABILITY: SURFACE MOTION
 LC1201
 LC1201  HISTORY     - Date     Condition        Report By
 LC1201  HISTORY     - 1934     MONUMENTED       CGS
 LC1201  HISTORY     - 1954     GOOD             NGS
 LC1201
 LC1201                          STATION DESCRIPTION
 LC1201
 LC1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1201'AT HARNESS.
 LC1201'AT HARNESS ALONG THE GULF, MOBILE AND OHIO RAILROAD, NEAR SITE
 LC1201'OF FORMER RAILROAD STATION, AT A GRAVEL ROAD CROSSING, 29 FEET
 LC1201'WEST OF WEST RAIL, 39 FEET NORTH OF CENTER LINE OF ROAD, 50 FEET
 LC1201'NORTHWEST OF CENTER OF CROSSING, 5 FEET NORTH OF A FENCE CORNER,
 LC1201'2 FEET EAST OF A FENCE LINE, ABOUT 1 FOOT ABOVE LEVEL OF TRACK
 LC1201'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1216 ***********************************************************************
 LC1216  DESIGNATION -  C 38
 LC1216  PID         -  LC1216
 LC1216  STATE/COUNTY-  IL/LOGAN
 LC1216  USGS QUAD   -  NEW HOLLAND (1980)
 LC1216
 LC1216                         *CURRENT SURVEY CONTROL
 LC1216  ___________________________________________________________________
 LC1216* NAD 83(1986)-  40 10 59.     (N)    089 34 49.     (W)     SCALED    
 LC1216* NAVD 88     -       168.868  (meters)     554.03   (feet)  ADJUSTED  
 LC1216  ___________________________________________________________________
 LC1216  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LC1216  DYNAMIC HT  -         168.782 (meters)     553.75  (feet)  COMP
 LC1216  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LC1216
 LC1216  VERT ORDER  -  SECOND    CLASS 0
 LC1216
 LC1216.The horizontal coordinates were scaled from a topographic map and have
 LC1216.an estimated accuracy of +/- 6 seconds.
 LC1216
 LC1216.The orthometric height was determined by differential leveling
 LC1216.and adjusted by the National Geodetic Survey in June 1991..
 LC1216
 LC1216.The geoid height was determined by GEOID03.
 LC1216
 LC1216.The dynamic height is computed by dividing the NAVD 88
 LC1216.geopotential number by the normal gravity value computed on the
 LC1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1216.degrees latitude (g = 980.6199 gals.).
 LC1216
 LC1216.The modeled gravity was interpolated from observed gravity values.
 LC1216
 LC1216;                    North         East    Units  Estimated Accuracy
 LC1216;SPC IL W     -   390,480.      749,940.      MT  (+/- 180 meters Scaled)
 LC1216
 LC1216                          SUPERSEDED SURVEY CONTROL
 LC1216
 LC1216  NGVD 29 (??/??/92)  168.960  (m)          554.33   (f) ADJ UNCH    2 0
 LC1216
 LC1216.Superseded values are not recommended for survey control.
 LC1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1216.See file dsdata.txt to determine how the superseded data were derived.
 LC1216
 LC1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK803512(NAD 83)
 LC1216_MARKER: DB = BENCH MARK DISK
 LC1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1216_SP_SET: FLASH SIGNAL
 LC1216_STAMPING: C 38 1934
 LC1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1216
 LC1216  HISTORY     - Date     Condition        Report By
 LC1216  HISTORY     - 1934     MONUMENTED       CGS
 LC1216
 LC1216                          STATION DESCRIPTION
 LC1216
 LC1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1216'AT NEW HOLLAND.
 LC1216'AT NEW HOLLAND, LOGAN COUNTY, 73 YARDS EAST OF THE ILLINOIS
 LC1216'CENTRAL RAILROAD STATION, AT A PUBLIC-ROAD CROSSING, 10 FEET
 LC1216'NORTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE SOUTH
 LC1216'END OF A FLASH SIGNAL, AND 2-1/2 FEET HIGHER THAN THE TRACK.  A
 LC1216'STANDARD DISK, STAMPED C 38 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0523 ***********************************************************************
 LC0523  DESIGNATION -  C 39
 LC0523  PID         -  LC0523
 LC0523  STATE/COUNTY-  IL/MCLEAN
 LC0523  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0523
 LC0523                         *CURRENT SURVEY CONTROL
 LC0523  ___________________________________________________________________
 LC0523* NAD 83(1986)-  40 27 04.     (N)    088 55 22.     (W)     SCALED    
 LC0523* NAVD 88     -       259.911  (meters)     852.72   (feet)  ADJUSTED  
 LC0523  ___________________________________________________________________
 LC0523  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0523  DYNAMIC HT  -         259.788 (meters)     852.32  (feet)  COMP
 LC0523  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 LC0523
 LC0523  VERT ORDER  -  SECOND    CLASS 0
 LC0523
 LC0523.The horizontal coordinates were scaled from a topographic map and have
 LC0523.an estimated accuracy of +/- 6 seconds.
 LC0523
 LC0523.The orthometric height was determined by differential leveling
 LC0523.and adjusted by the National Geodetic Survey in June 1991..
 LC0523
 LC0523.The geoid height was determined by GEOID03.
 LC0523
 LC0523.The dynamic height is computed by dividing the NAVD 88
 LC0523.geopotential number by the normal gravity value computed on the
 LC0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0523.degrees latitude (g = 980.6199 gals.).
 LC0523
 LC0523.The modeled gravity was interpolated from observed gravity values.
 LC0523
 LC0523;                    North         East    Units  Estimated Accuracy
 LC0523;SPC IL E     -   420,260.      250,000.      MT  (+/- 180 meters Scaled)
 LC0523
 LC0523                          SUPERSEDED SURVEY CONTROL
 LC0523
 LC0523  NGVD 29 (??/??/92)  259.972  (m)          852.92   (f) ADJ UNCH    2 0
 LC0523
 LC0523.Superseded values are not recommended for survey control.
 LC0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0523.See file dsdata.txt to determine how the superseded data were derived.
 LC0523
 LC0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK369796(NAD 83)
 LC0523_MARKER: DB = BENCH MARK DISK
 LC0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0523_STAMPING: C 39 1934
 LC0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0523+STABILITY: SURFACE MOTION
 LC0523
 LC0523  HISTORY     - Date     Condition        Report By
 LC0523  HISTORY     - 1934     MONUMENTED       CGS
 LC0523  HISTORY     - 1951     GOOD             NGS
 LC0523
 LC0523                          STATION DESCRIPTION
 LC0523
 LC0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LC0523'1.1 MI W FROM BROKAW.
 LC0523'1.1 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LC0523'FROM THE STATION SIGN AT BROKAW, MCLEAN  COUNTY, 19 POLES WEST
 LC0523'OF MILEPOST 370, 40 FEET WEST OF THE CENTERLINE OF A PUBLIC-ROAD
 LC0523'CROSSING, 29 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 7 FEET
 LC0523'NORTH OF THE RIGHT-OF-WAY FENCE, AND 18 FEET EAST OF A FENCE CORNER.
 LC0523'A STANDARD DISK, STAMPED C 39 1934 AND SET IN THE TOP OF A
 LC0523'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3248 ***********************************************************************
 ME3248  DESIGNATION -  C 4
 ME3248  PID         -  ME3248
 ME3248  STATE/COUNTY-  IL/COOK
 ME3248  USGS QUAD   -  JACKSON PARK (1993)
 ME3248
 ME3248                         *CURRENT SURVEY CONTROL
 ME3248  ___________________________________________________________________
 ME3248* NAD 83(1997)-  41 53 51.27848(N)    087 37 03.57611(W)     ADJUSTED  
 ME3248* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 ME3248  ___________________________________________________________________
 ME3248  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ME3248  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME3248
 ME3248  HORZ ORDER  -  SECOND
 ME3248
 ME3248.The horizontal coordinates were established by classical geodetic methods
 ME3248.and adjusted by the National Geodetic Survey in October 1999..
 ME3248
 ME3248.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3248
 ME3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3248
 ME3248.The geoid height was determined by GEOID03.
 ME3248
 ME3248;                    North         East     Units Scale Factor Converg.
 ME3248;SPC IL E     -   580,974.272   359,387.753   MT  1.00001838   +0 28 40.6
 ME3248;SPC IL E     - 1,906,079.76  1,179,091.32   sFT  1.00001838   +0 28 40.6
 ME3248;UTM  16      - 4,638,588.883   448,764.809   MT  0.99963230   -0 24 44.9
 ME3248
 ME3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3248!SPC IL E     -   0.99997701  x   1.00001838  =   0.99999539
 ME3248!UTM  16      -   0.99997701  x   0.99963230  =   0.99960932
 ME3248
 ME3248:                Primary Azimuth Mark                     Grid Az
 ME3248:SPC IL E     -  CRIB LIGHT 2 C                           054 04 08.9
 ME3248:UTM  16      -  CRIB LIGHT 2 C                           054 57 34.4
 ME3248
 ME3248|---------------------------------------------------------------------|
 ME3248| PID    Reference Object                     Distance      Geod. Az  |
 ME3248|                                                           dddmmss.s |
 ME3248| ME3257 CRIB LIGHT 2 C                      APPROX. 1.0 KM 0543249.5 |
 ME3248| ME3247 C 3                                 395.657 METERS 33322     |
 ME3248| ME3256 CRIB LIGHT 1 C                      APPROX. 1.9 KM 3533652.9 |
 ME3248|---------------------------------------------------------------------|
 ME3248
 ME3248                          SUPERSEDED SURVEY CONTROL
 ME3248
 ME3248  NAD 83(1997)-  41 53 51.27869(N)    087 37 03.57655(W) AD(       ) 2
 ME3248  NAD 83(1997)-  41 53 51.28304(N)    087 37 03.58877(W) AD(       ) 2
 ME3248  NAD 83(1986)-  41 53 51.28313(N)    087 37 03.58751(W) AD(       ) 2
 ME3248  NGVD 29 (08/23/90)  180.2    (m)          591.     (f) VERT ANG       
 ME3248
 ME3248.Superseded values are not recommended for survey control.
 ME3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3248.See file dsdata.txt to determine how the superseded data were derived.
 ME3248
 ME3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4876538589(NAD 83)
 ME3248_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3248_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3248+WITH SETTING: PAVEMENT
 ME3248_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3248+STABILITY: SURFACE MOTION
 ME3248
 ME3248  HISTORY     - Date     Condition        Report By
 ME3248  HISTORY     - 1983     MONUMENTED       IL1670
 ME3248
 ME3248                          STATION DESCRIPTION
 ME3248
 ME3248'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3248'STATION IS IN DOWNTOWN CHICAGO, AT LAKE SHORE DRIVE FRONTAGE ROAD
 ME3248'AND PEARSON STREET, ON THE WEST SIDE OF THE FRONTAGE ROAD AND JUST
 ME3248'SOUTH OF PEARSON STREET, IN THE EAST EDGE OF THE CONCRETE SIDEWALK.
 ME3248'THERE IS A PLAYGROUND WHICH IS SURROUNDED BY A BLACK IRON FENCE, ON
 ME3248'THE WEST SIDE OF THE SIDEWALK.
 ME3248'
 ME3248'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3248'
 ME3248'THE STATION IS A STANDARD COC DISK STAMPED---C4 1983---CEMENTED IN
 ME3248'A DRILL HOLE IN THE EAST EDGE OF THE CONCRETE SIDEWALK.  IT IS 2.75
 ME3248'M (9.0 FT) EAST OF THE CENTER OF A CITY ELECTRIC MANHOLE COVER AND
 ME3248'0.55 M (1.8 FT) WEST OF THE WEST EDGE OF LAKE SHORE DRIVE FRONTAGE
 ME3248'ROAD.
 ME3248'
 ME3248'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0034 ***********************************************************************
 LC0034  DESIGNATION -  C 42
 LC0034  PID         -  LC0034
 LC0034  STATE/COUNTY-  IL/FORD
 LC0034  USGS QUAD   -  PIPER CITY (1986)
 LC0034
 LC0034                         *CURRENT SURVEY CONTROL
 LC0034  ___________________________________________________________________
 LC0034* NAD 83(1986)-  40 45 26.     (N)    088 13 13.     (W)     SCALED    
 LC0034* NAVD 88     -       211.116  (meters)     692.64   (feet)  ADJUSTED  
 LC0034  ___________________________________________________________________
 LC0034  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC0034  DYNAMIC HT  -         211.025 (meters)     692.34  (feet)  COMP
 LC0034  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 LC0034
 LC0034  VERT ORDER  -  SECOND    CLASS 0
 LC0034
 LC0034.The horizontal coordinates were scaled from a topographic map and have
 LC0034.an estimated accuracy of +/- 6 seconds.
 LC0034
 LC0034.The orthometric height was determined by differential leveling
 LC0034.and adjusted by the National Geodetic Survey in June 1991..
 LC0034
 LC0034.The geoid height was determined by GEOID03.
 LC0034
 LC0034.The dynamic height is computed by dividing the NAVD 88
 LC0034.geopotential number by the normal gravity value computed on the
 LC0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0034.degrees latitude (g = 980.6199 gals.).
 LC0034
 LC0034.The modeled gravity was interpolated from observed gravity values.
 LC0034
 LC0034;                    North         East    Units  Estimated Accuracy
 LC0034;SPC IL E     -   454,090.      309,550.      MT  (+/- 180 meters Scaled)
 LC0034
 LC0034                          SUPERSEDED SURVEY CONTROL
 LC0034
 LC0034  NGVD 29 (??/??/92)  211.185  (m)          692.86   (f) ADJ UNCH    2 0
 LC0034
 LC0034.Superseded values are not recommended for survey control.
 LC0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0034.See file dsdata.txt to determine how the superseded data were derived.
 LC0034
 LC0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL969125(NAD 83)
 LC0034_MARKER: DB = BENCH MARK DISK
 LC0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0034_STAMPING: C 42 1935
 LC0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0034+STABILITY: SURFACE MOTION
 LC0034
 LC0034  HISTORY     - Date     Condition        Report By
 LC0034  HISTORY     - 1935     MONUMENTED       CGS
 LC0034  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LC0034
 LC0034                          STATION DESCRIPTION
 LC0034
 LC0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LC0034'1.5 MI W FROM PIPER CITY.
 LC0034'1.5 MILES WEST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD
 LC0034'FROM THE STATION AT PIPER CITY, FORD COUNTY, AT POLE 36+15, 34
 LC0034'FEET EAST OF THE CENTER OF A ROAD CROSSING, 39 FEET NORTH OF THE
 LC0034'CENTERLINE OF THE TRACK, 8 FEET SOUTH OF A RIGHT-OF-WAY FENCE
 LC0034'CORNER, 7 FEET EAST OF A POLE, AND ONE FOOT LOWER THAN THE
 LC0034'TRACK.  A STANDARD DISK, STAMPED C 42 1935 AND SET IN THE TOP
 LC0034'OF A CONCRETE POST.
 LC0034
 LC0034                          STATION RECOVERY (1984)
 LC0034
 LC0034'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LC0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0082 ***********************************************************************
 LD0082  DESIGNATION -  C 44
 LD0082  PID         -  LD0082
 LD0082  STATE/COUNTY-  IL/KNOX
 LD0082  USGS QUAD   -  FARMINGTON WEST (1974)
 LD0082
 LD0082                         *CURRENT SURVEY CONTROL
 LD0082  ___________________________________________________________________
 LD0082* NAD 83(1986)-  40 42 20.     (N)    090 00 44.     (W)     SCALED    
 LD0082* NAVD 88     -       227.237  (meters)     745.53   (feet)  ADJUSTED  
 LD0082  ___________________________________________________________________
 LD0082  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LD0082  DYNAMIC HT  -         227.129 (meters)     745.17  (feet)  COMP
 LD0082  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LD0082
 LD0082  VERT ORDER  -  SECOND    CLASS 0
 LD0082
 LD0082.The horizontal coordinates were scaled from a topographic map and have
 LD0082.an estimated accuracy of +/- 6 seconds.
 LD0082
 LD0082.The orthometric height was determined by differential leveling
 LD0082.and adjusted by the National Geodetic Survey in June 1991..
 LD0082
 LD0082.The geoid height was determined by GEOID03.
 LD0082
 LD0082.The dynamic height is computed by dividing the NAVD 88
 LD0082.geopotential number by the normal gravity value computed on the
 LD0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0082.degrees latitude (g = 980.6199 gals.).
 LD0082
 LD0082.The modeled gravity was interpolated from observed gravity values.
 LD0082
 LD0082;                    North         East    Units  Estimated Accuracy
 LD0082;SPC IL W     -   448,340.      713,050.      MT  (+/- 180 meters Scaled)
 LD0082
 LD0082                          SUPERSEDED SURVEY CONTROL
 LD0082
 LD0082  NGVD 29 (??/??/92)  227.314  (m)          745.78   (f) ADJ UNCH    2 0
 LD0082
 LD0082.Superseded values are not recommended for survey control.
 LD0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0082.See file dsdata.txt to determine how the superseded data were derived.
 LD0082
 LD0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF524103(NAD 83)
 LD0082_MARKER: DB = BENCH MARK DISK
 LD0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0082_STAMPING: C 44 1935
 LD0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0082+STABILITY: SURFACE MOTION
 LD0082
 LD0082  HISTORY     - Date     Condition        Report By
 LD0082  HISTORY     - 1935     MONUMENTED       CGS
 LD0082  HISTORY     - 1942     GOOD             NGS
 LD0082  HISTORY     - 1974     GOOD             USGS
 LD0082  HISTORY     - 19971031 GOOD             USPSQD
 LD0082
 LD0082                          STATION DESCRIPTION
 LD0082
 LD0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0082'0.3 MI N FROM FARMINGTON.
 LD0082'IN KNOX COUNTY, 0.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON
 LD0082'AND QUINCY RAILROAD FROM THE STATION AT FARMINGTON, FULTON COUNTY,
 LD0082'AT POLE 52+03, AT THE CROSSING OF U.S. HIGHWAY 124, 27 FEET EAST
 LD0082'OF A POINT 42 FEET NORTH OF THE CENTER OF THE CROSSING, 3 FEET
 LD0082'WEST OF THE RIGHT-OF-WAY FENCE, AND 18 INCHES HIGHER THAN THE
 LD0082'TRACK.  A STANDARD DISK, STAMPED C 44 1935 AND SET IN THE TOP OF
 LD0082'A CONCRETE POST.
 LD0082
 LD0082                          STATION RECOVERY (1974)
 LD0082
 LD0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0082'RECOVERED IN GOOD CONDITION.
 LD0082
 LD0082                          STATION RECOVERY (1997)
 LD0082
 LD0082'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0958 ***********************************************************************
 MF0958  DESIGNATION -  C 45
 MF0958  PID         -  MF0958
 MF0958  STATE/COUNTY-  IL/STARK
 MF0958  USGS QUAD   -  BRADFORD (1983)
 MF0958
 MF0958                         *CURRENT SURVEY CONTROL
 MF0958  ___________________________________________________________________
 MF0958* NAD 83(1986)-  41 10 40.     (N)    089 39 30.     (W)     SCALED    
 MF0958* NAVD 88     -       246.776  (meters)     809.63   (feet)  ADJUSTED  
 MF0958  ___________________________________________________________________
 MF0958  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0958  DYNAMIC HT  -         246.669 (meters)     809.28  (feet)  COMP
 MF0958  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 MF0958
 MF0958  VERT ORDER  -  SECOND    CLASS 0
 MF0958
 MF0958.The horizontal coordinates were scaled from a topographic map and have
 MF0958.an estimated accuracy of +/- 6 seconds.
 MF0958
 MF0958.The orthometric height was determined by differential leveling
 MF0958.and adjusted by the National Geodetic Survey in June 1991..
 MF0958
 MF0958.The geoid height was determined by GEOID03.
 MF0958
 MF0958.The dynamic height is computed by dividing the NAVD 88
 MF0958.geopotential number by the normal gravity value computed on the
 MF0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0958.degrees latitude (g = 980.6199 gals.).
 MF0958
 MF0958.The modeled gravity was interpolated from observed gravity values.
 MF0958
 MF0958;                    North         East    Units  Estimated Accuracy
 MF0958;SPC IL W     -   500,890.      742,650.      MT  (+/- 180 meters Scaled)
 MF0958
 MF0958                          SUPERSEDED SURVEY CONTROL
 MF0958
 MF0958  NGVD 29 (??/??/92)  246.852  (m)          809.88   (f) ADJ UNCH    2 0
 MF0958
 MF0958.Superseded values are not recommended for survey control.
 MF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0958.See file dsdata.txt to determine how the superseded data were derived.
 MF0958
 MF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL770618(NAD 83)
 MF0958_MARKER: DB = BENCH MARK DISK
 MF0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0958_STAMPING: 809.880 C 45 1934
 MF0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0958+STABILITY: SURFACE MOTION
 MF0958
 MF0958  HISTORY     - Date     Condition        Report By
 MF0958  HISTORY     - 1934     MONUMENTED       CGS
 MF0958  HISTORY     - 1942     GOOD             NGS
 MF0958  HISTORY     - 1980     MARK NOT FOUND   USGS
 MF0958  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 MF0958
 MF0958                          STATION DESCRIPTION
 MF0958
 MF0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MF0958'AT BRADFORD.
 MF0958'AT BRADFORD, STARK COUNTY, AT THE NORTHWEST CORNER OF THE CITY
 MF0958'PARK, 3 FEET SOUTH OF A STREET-LIGHT STANDARD, AND LEVEL WITH
 MF0958'THE GROUND.  A STANDARD DISK, STAMPED 809.880 C 45 1934 AND SET
 MF0958'IN THE TOP OF A CONCRETE POST.
 MF0958
 MF0958                          STATION RECOVERY (1980)
 MF0958
 MF0958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MF0958'MARK NOT FOUND.
 MF0958
 MF0958                          STATION RECOVERY (1997)
 MF0958
 MF0958'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1126 ***********************************************************************
 MF1126  DESIGNATION -  C 46
 MF1126  PID         -  MF1126
 MF1126  STATE/COUNTY-  IL/LEE
 MF1126  USGS QUAD   -  HARMON (1982)
 MF1126
 MF1126                         *CURRENT SURVEY CONTROL
 MF1126  ___________________________________________________________________
 MF1126* NAD 83(1986)-  41 44 18.     (N)    089 36 59.     (W)     SCALED    
 MF1126* NAVD 88     -       200.447  (meters)     657.63   (feet)  ADJUSTED  
 MF1126  ___________________________________________________________________
 MF1126  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1126  DYNAMIC HT  -         200.374 (meters)     657.39  (feet)  COMP
 MF1126  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 MF1126
 MF1126  VERT ORDER  -  SECOND    CLASS 0
 MF1126
 MF1126.The horizontal coordinates were scaled from a topographic map and have
 MF1126.an estimated accuracy of +/- 6 seconds.
 MF1126
 MF1126.The orthometric height was determined by differential leveling
 MF1126.and adjusted by the National Geodetic Survey in June 1991..
 MF1126
 MF1126.The geoid height was determined by GEOID03.
 MF1126
 MF1126.The dynamic height is computed by dividing the NAVD 88
 MF1126.geopotential number by the normal gravity value computed on the
 MF1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1126.degrees latitude (g = 980.6199 gals.).
 MF1126
 MF1126.The modeled gravity was interpolated from observed gravity values.
 MF1126
 MF1126;                    North         East    Units  Estimated Accuracy
 MF1126;SPC IL W     -   563,170.      745,780.      MT  (+/- 180 meters Scaled)
 MF1126
 MF1126                          SUPERSEDED SURVEY CONTROL
 MF1126
 MF1126  NGVD 29 (??/??/92)  200.513  (m)          657.85   (f) ADJ UNCH    2 0
 MF1126
 MF1126.Superseded values are not recommended for survey control.
 MF1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1126.See file dsdata.txt to determine how the superseded data were derived.
 MF1126
 MF1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM824240(NAD 83)
 MF1126_MARKER: DB = BENCH MARK DISK
 MF1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1126_STAMPING: C 46 1934
 MF1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1126+STABILITY: SURFACE MOTION
 MF1126
 MF1126  HISTORY     - Date     Condition        Report By
 MF1126  HISTORY     - 1934     MONUMENTED       CGS
 MF1126  HISTORY     - 1966     GOOD             NGS
 MF1126  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 MF1126  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1126  HISTORY     - 20030605 MARK NOT FOUND   USPSQD
 MF1126
 MF1126                          STATION DESCRIPTION
 MF1126
 MF1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MF1126'2.5 MI N FROM VAN PETTEN.
 MF1126'2.5 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MF1126'THE STATION AT VAN PETTEN, LEE COUNTY, AT THE CROSSING OF THE
 MF1126'CHICAGO, BURLINGTON AND QUINCY RAILROAD, 75 FEET NORTH OF THE
 MF1126'CENTERLINE OF THE C.B. AND Q.R.R., 45 FEET EAST OF THE CENTERLINE
 MF1126'OF THE C AND N.W. RY., 33 FEET NORTH OF A FENCE CORNER, AND 1 FOOT
 MF1126'WEST OF THE FENCE.  A STANDARD DISK, STAMPED C 46 1934 AND SET
 MF1126'IN THE TOP OF A CONCRETE POST.
 MF1126
 MF1126                          STATION RECOVERY (1995)
 MF1126
 MF1126'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1126'MARK NOT FOUND.
 MF1126
 MF1126                          STATION RECOVERY (2002)
 MF1126
 MF1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1126'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1126
 MF1126                          STATION RECOVERY (2003)
 MF1126
 MF1126'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0718 ***********************************************************************
 NH0718  DESIGNATION -  C 47
 NH0718  PID         -  NH0718
 NH0718  STATE/COUNTY-  IL/OGLE
 NH0718  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0718
 NH0718                         *CURRENT SURVEY CONTROL
 NH0718  ___________________________________________________________________
 NH0718* NAD 83(1986)-  42 09 06.     (N)    089 35 22.     (W)     SCALED    
 NH0718* NAVD 88     -       273.335  (meters)     896.77   (feet)  ADJUSTED  
 NH0718  ___________________________________________________________________
 NH0718  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NH0718  DYNAMIC HT  -         273.243 (meters)     896.46  (feet)  COMP
 NH0718  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 NH0718
 NH0718  VERT ORDER  -  SECOND    CLASS 0
 NH0718
 NH0718.The horizontal coordinates were scaled from a topographic map and have
 NH0718.an estimated accuracy of +/- 6 seconds.
 NH0718
 NH0718.The orthometric height was determined by differential leveling
 NH0718.and adjusted by the National Geodetic Survey in June 1991..
 NH0718
 NH0718.The geoid height was determined by GEOID03.
 NH0718
 NH0718.The dynamic height is computed by dividing the NAVD 88
 NH0718.geopotential number by the normal gravity value computed on the
 NH0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0718.degrees latitude (g = 980.6199 gals.).
 NH0718
 NH0718.The modeled gravity was interpolated from observed gravity values.
 NH0718
 NH0718;                    North         East    Units  Estimated Accuracy
 NH0718;SPC IL W     -   609,090.      747,710.      MT  (+/- 180 meters Scaled)
 NH0718
 NH0718                          SUPERSEDED SURVEY CONTROL
 NH0718
 NH0718  NGVD 29 (??/??/92)  273.416  (m)          897.03   (f) ADJ UNCH    2 0
 NH0718
 NH0718.Superseded values are not recommended for survey control.
 NH0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0718.See file dsdata.txt to determine how the superseded data were derived.
 NH0718
 NH0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM860698(NAD 83)
 NH0718_MARKER: DB = BENCH MARK DISK
 NH0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0718_SP_SET: BRIDGE ABUTMENT
 NH0718_STAMPING: C 47 1934
 NH0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0718+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 NH0718
 NH0718  HISTORY     - Date     Condition        Report By
 NH0718  HISTORY     - 1934     MONUMENTED       CGS
 NH0718  HISTORY     - 1970     GOOD             NGS
 NH0718  HISTORY     - 1987     GOOD             USPSQD
 NH0718  HISTORY     - 19960503 GOOD             USPSQD
 NH0718  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 NH0718  HISTORY     - 20050205 GOOD             USPSQD
 NH0718
 NH0718                          STATION DESCRIPTION
 NH0718
 NH0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0718'0.1 MI E FROM FORRESTON.
 NH0718'ABOUT 0.1 MILE EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0718'PACIFIC RAILROAD FROM THE STATION AT FORRESTON, 7.4 FEET WEST
 NH0718'OF THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, SET IN THE
 NH0718'TOP OF THE WEST END OF THE SOUTH STONE ABUTMENT OF THE ILLINOIS
 NH0718'CENTRAL RAILROAD OVERPASS OVER THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0718'AND PACIFIC RAILROAD, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 NH0718'ILLINOIS CENTRAL RAILROAD.  SEC 21, T25N, R8E.
 NH0718
 NH0718                          STATION RECOVERY (1987)
 NH0718
 NH0718'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0718'RECOVERED IN GOOD CONDITION.
 NH0718
 NH0718                          STATION RECOVERY (1996)
 NH0718
 NH0718'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0718'RECOVERED IN GOOD CONDITION.
 NH0718
 NH0718                          STATION RECOVERY (2001)
 NH0718
 NH0718'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0718'MARK NOT FOUND.
 NH0718
 NH0718                          STATION RECOVERY (2005)
 NH0718
 NH0718'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1186 ***********************************************************************
 MF1186  DESIGNATION -  C 48
 MF1186  PID         -  MF1186
 MF1186  STATE/COUNTY-  IL/WHITESIDE
 MF1186  USGS QUAD   -  STERLING (1983)
 MF1186
 MF1186                         *CURRENT SURVEY CONTROL
 MF1186  ___________________________________________________________________
 MF1186* NAD 83(1986)-  41 47 12.     (N)    089 41 26.     (W)     SCALED    
 MF1186* NAVD 88     -       197.763  (meters)     648.83   (feet)  ADJUSTED  
 MF1186  ___________________________________________________________________
 MF1186  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1186  DYNAMIC HT  -         197.693 (meters)     648.60  (feet)  COMP
 MF1186  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 MF1186
 MF1186  VERT ORDER  -  SECOND    CLASS 0
 MF1186
 MF1186.The horizontal coordinates were scaled from a topographic map and have
 MF1186.an estimated accuracy of +/- 6 seconds.
 MF1186
 MF1186.The orthometric height was determined by differential leveling
 MF1186.and adjusted by the National Geodetic Survey in June 1991..
 MF1186
 MF1186.The geoid height was determined by GEOID03.
 MF1186
 MF1186.The dynamic height is computed by dividing the NAVD 88
 MF1186.geopotential number by the normal gravity value computed on the
 MF1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1186.degrees latitude (g = 980.6199 gals.).
 MF1186
 MF1186.The modeled gravity was interpolated from observed gravity values.
 MF1186
 MF1186;                    North         East    Units  Estimated Accuracy
 MF1186;SPC IL W     -   568,500.      739,580.      MT  (+/- 180 meters Scaled)
 MF1186
 MF1186                          SUPERSEDED SURVEY CONTROL
 MF1186
 MF1186  NGVD 29 (??/??/92)  197.823  (m)          649.02   (f) ADJ UNCH    2 0
 MF1186
 MF1186.Superseded values are not recommended for survey control.
 MF1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1186.See file dsdata.txt to determine how the superseded data were derived.
 MF1186
 MF1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM764295(NAD 83)
 MF1186_MARKER: DB = BENCH MARK DISK
 MF1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1186_SP_SET: ABUTMENT
 MF1186_STAMPING: C 48 1934
 MF1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1186
 MF1186  HISTORY     - Date     Condition        Report By
 MF1186  HISTORY     - 1934     MONUMENTED       CGS
 MF1186  HISTORY     - 1934     GOOD             NGS
 MF1186  HISTORY     - 19940706 MARK NOT FOUND   USPSQD
 MF1186  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 MF1186  HISTORY     - 20030219 MARK NOT FOUND   USPSQD
 MF1186  HISTORY     - 20050321 MARK NOT FOUND   USPSQD
 MF1186
 MF1186                          STATION DESCRIPTION
 MF1186
 MF1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MF1186'AT STERLING.
 MF1186'AT STERLING, WHITESIDE COUNTY, ON THE CHICAGO, BURLINGTON AND
 MF1186'QUINCY RAILROAD, AT THE ROCK RIVER BRIDGE NO. 47.3, AND IN THE
 MF1186'TOP OF THE WEST SIDE OF THE NORTH CONCRETE ABUTMENT.  A STANDARD
 MF1186'DISK, STAMPED C 48 1934.
 MF1186
 MF1186                          STATION RECOVERY (1994)
 MF1186
 MF1186'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1186'MARK NOT FOUND.
 MF1186
 MF1186                          STATION RECOVERY (1999)
 MF1186
 MF1186'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1186'MARK NOT FOUND.
 MF1186
 MF1186                          STATION RECOVERY (2003)
 MF1186
 MF1186'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MF1186'MARK NOT FOUND.
 MF1186
 MF1186                          STATION RECOVERY (2005)
 MF1186
 MF1186'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0632 ***********************************************************************
 MF0632  DESIGNATION -  C 49
 MF0632  PID         -  MF0632
 MF0632  STATE/COUNTY-  IL/LA SALLE
 MF0632  USGS QUAD   -  MENDOTA EAST (1993)
 MF0632
 MF0632                         *CURRENT SURVEY CONTROL
 MF0632  ___________________________________________________________________
 MF0632* NAD 83(1986)-  41 33 18.     (N)    089 06 46.     (W)     SCALED    
 MF0632* NAVD 88     -       226.016  (meters)     741.52   (feet)  ADJUSTED  
 MF0632  ___________________________________________________________________
 MF0632  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0632  DYNAMIC HT  -         225.929 (meters)     741.24  (feet)  COMP
 MF0632  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 MF0632
 MF0632  VERT ORDER  -  SECOND    CLASS 0
 MF0632
 MF0632.The horizontal coordinates were scaled from a topographic map and have
 MF0632.an estimated accuracy of +/- 6 seconds.
 MF0632
 MF0632.The orthometric height was determined by differential leveling
 MF0632.and adjusted by the National Geodetic Survey in June 1991..
 MF0632
 MF0632.The geoid height was determined by GEOID03.
 MF0632
 MF0632.The dynamic height is computed by dividing the NAVD 88
 MF0632.geopotential number by the normal gravity value computed on the
 MF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0632.degrees latitude (g = 980.6199 gals.).
 MF0632
 MF0632.The modeled gravity was interpolated from observed gravity values.
 MF0632
 MF0632;                    North         East    Units  Estimated Accuracy
 MF0632;SPC IL E     -   542,970.      234,980.      MT  (+/- 180 meters Scaled)
 MF0632
 MF0632                          SUPERSEDED SURVEY CONTROL
 MF0632
 MF0632  NGVD 29 (??/??/92)  226.07   (m)          741.7    (f) COMPUTED    2 0
 MF0632
 MF0632.Superseded values are not recommended for survey control.
 MF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0632.See file dsdata.txt to determine how the superseded data were derived.
 MF0632
 MF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM238025(NAD 83)
 MF0632_MARKER: DB = BENCH MARK DISK
 MF0632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0632_SP_SET: BRIDGE
 MF0632_STAMPING: C 49 1934
 MF0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0632
 MF0632  HISTORY     - Date     Condition        Report By
 MF0632  HISTORY     - 1934     MONUMENTED       CGS
 MF0632  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF0632  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0632
 MF0632                          STATION DESCRIPTION
 MF0632
 MF0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0632'AT MENDOTA.
 MF0632'AT MENDOTA ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MF0632'18 POLES SOUTHWEST OF MILEPOST 82.  SET IN THE NORTHEAST END
 MF0632'OF THE SOUTHEAST HEADWALL OF THE 4TH AVENUE SUBWAY BRIDGE, 18
 MF0632'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST SWITCH TRACK,
 MF0632'AT RAIL LEVEL.
 MF0632
 MF0632                          STATION RECOVERY (1997)
 MF0632
 MF0632'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0632'MARK NOT FOUND.
 MF0632
 MF0632                          STATION RECOVERY (2002)
 MF0632
 MF0632'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0633 ***********************************************************************
 MF0633  DESIGNATION -  C 49 RESET 1946
 MF0633  PID         -  MF0633
 MF0633  STATE/COUNTY-  IL/LA SALLE
 MF0633  USGS QUAD   -  MENDOTA EAST (1993)
 MF0633
 MF0633                         *CURRENT SURVEY CONTROL
 MF0633  ___________________________________________________________________
 MF0633* NAD 83(1986)-  41 33 18.     (N)    089 06 46.     (W)     SCALED    
 MF0633* NAVD 88     -       226.362  (meters)     742.66   (feet)  ADJUSTED  
 MF0633  ___________________________________________________________________
 MF0633  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0633  DYNAMIC HT  -         226.275 (meters)     742.37  (feet)  COMP
 MF0633  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 MF0633
 MF0633  VERT ORDER  -  FIRST     CLASS I
 MF0633
 MF0633.The horizontal coordinates were scaled from a topographic map and have
 MF0633.an estimated accuracy of +/- 6 seconds.
 MF0633
 MF0633.The orthometric height was determined by differential leveling
 MF0633.and adjusted by the National Geodetic Survey in June 1991..
 MF0633.WARNING-Repeat measurements at this control monument indicate possible
 MF0633.vertical movement.
 MF0633
 MF0633.The geoid height was determined by GEOID03.
 MF0633
 MF0633.The dynamic height is computed by dividing the NAVD 88
 MF0633.geopotential number by the normal gravity value computed on the
 MF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0633.degrees latitude (g = 980.6199 gals.).
 MF0633
 MF0633.The modeled gravity was interpolated from observed gravity values.
 MF0633
 MF0633;                    North         East    Units  Estimated Accuracy
 MF0633;SPC IL E     -   542,970.      234,980.      MT  (+/- 180 meters Scaled)
 MF0633
 MF0633                          SUPERSEDED SURVEY CONTROL
 MF0633
 MF0633  NGVD 29 (??/??/92)  226.408  (m)          742.81   (f) ADJ UNCH    1 1
 MF0633
 MF0633.Superseded values are not recommended for survey control.
 MF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0633.See file dsdata.txt to determine how the superseded data were derived.
 MF0633
 MF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM238025(NAD 83)
 MF0633_MARKER: DB = BENCH MARK DISK
 MF0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0633_SP_SET: OVERPASS
 MF0633_STAMPING: C 49 RESET 1946
 MF0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0633+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 MF0633
 MF0633  HISTORY     - Date     Condition        Report By
 MF0633  HISTORY     - 1946     MONUMENTED       CGS
 MF0633  HISTORY     - 1969     GOOD             NGS
 MF0633  HISTORY     - 1969     GOOD             NGS
 MF0633  HISTORY     - 19970618 GOOD             USPSQD
 MF0633  HISTORY     - 20020619 GOOD             USPSQD
 MF0633
 MF0633                          STATION DESCRIPTION
 MF0633
 MF0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0633'0.4 MI N FROM MENDOTA.
 MF0633'ABOUT 0.4 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0633'AND PACIFIC RAILROAD AND THE CHICAGO, BURLINGTON AND QUINCY
 MF0633'RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 16 FEET SOUTHEAST
 MF0633'OF THE SOUTHEAST RAIL OF A SIDETRACK, SET IN THE TOP OF THE
 MF0633'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF THE RAILROAD
 MF0633'OVERPASS FOR 4TH AVNUE, 133 1/2 FEET SOUTHEAST AND ACROSS 6
 MF0633'SETS OF TRACKS FROM THE SOUTHEAST RAIL OF THE CHICAGO, MILWAUKEE
 MF0633'ST. PAUL AND PACIFIC RAILROAD, 32 FEET NORTHEAST OF THE CENTER
 MF0633'OF THE OVERPASS, AND ABOUT LEVEL WITH THE TRACKS.  SEC 28,
 MF0633'T 36N, R 1E.
 MF0633
 MF0633                          STATION RECOVERY (1969)
 MF0633
 MF0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0633'RECOVERED IN GOOD CONDITION.
 MF0633
 MF0633                          STATION RECOVERY (1997)
 MF0633
 MF0633'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0633'RECOVERED IN GOOD CONDITION.
 MF0633
 MF0633                          STATION RECOVERY (2002)
 MF0633
 MF0633'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3249 ***********************************************************************
 ME3249  DESIGNATION -  C 5
 ME3249  PID         -  ME3249
 ME3249  STATE/COUNTY-  IL/COOK
 ME3249  USGS QUAD   -  JACKSON PARK (1993)
 ME3249
 ME3249                         *CURRENT SURVEY CONTROL
 ME3249  ___________________________________________________________________
 ME3249* NAD 83(1997)-  41 53 46.71749(N)    087 36 08.91876(W)     ADJUSTED  
 ME3249* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 ME3249  ___________________________________________________________________
 ME3249  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ME3249  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME3249
 ME3249  HORZ ORDER  -  SECOND
 ME3249
 ME3249.The horizontal coordinates were established by classical geodetic methods
 ME3249.and adjusted by the National Geodetic Survey in October 1999..
 ME3249
 ME3249.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3249
 ME3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3249
 ME3249.The geoid height was determined by GEOID03.
 ME3249
 ME3249;                    North         East     Units Scale Factor Converg.
 ME3249;SPC IL E     -   580,844.174   360,648.836   MT  1.00002024   +0 29 17.0
 ME3249;SPC IL E     - 1,905,652.93  1,183,228.72   sFT  1.00002024   +0 29 17.0
 ME3249;UTM  16      - 4,638,439.262   450,023.230   MT  0.99963073   -0 24 08.4
 ME3249
 ME3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3249!SPC IL E     -   0.99997708  x   1.00002024  =   0.99999732
 ME3249!UTM  16      -   0.99997708  x   0.99963073  =   0.99960782
 ME3249
 ME3249:                Primary Azimuth Mark                     Grid Az
 ME3249:SPC IL E     -  020 COC                                  147 10 41.8
 ME3249:UTM  16      -  020 COC                                  148 04 07.2
 ME3249
 ME3249|---------------------------------------------------------------------|
 ME3249| PID    Reference Object                     Distance      Geod. Az  |
 ME3249|                                                           dddmmss.s |
 ME3249| ME2660 020 COC                             APPROX. 0.6 KM 1473958.8 |
 ME3249| ME2661 CHICAGO HANCOCK CNTR E TV TWR       APPROX. 1.7 KM 2791955.8 |
 ME3249| ME3257 CRIB LIGHT 2 C                      APPROX. 0.8 KM 3302738.0 |
 ME3249|---------------------------------------------------------------------|
 ME3249
 ME3249                          SUPERSEDED SURVEY CONTROL
 ME3249
 ME3249  NAD 83(1997)-  41 53 46.71771(N)    087 36 08.91920(W) AD(       ) 2
 ME3249  NAD 83(1997)-  41 53 46.72226(N)    087 36 08.93140(W) AD(       ) 2
 ME3249  NAD 83(1986)-  41 53 46.72231(N)    087 36 08.93009(W) AD(       ) 2
 ME3249  NGVD 29 (08/23/90)  179.8    (m)          590.     (f) VERT ANG       
 ME3249
 ME3249.Superseded values are not recommended for survey control.
 ME3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3249.See file dsdata.txt to determine how the superseded data were derived.
 ME3249
 ME3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5002338439(NAD 83)
 ME3249_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME3249_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3249+STABILITY: SURFACE MOTION
 ME3249
 ME3249  HISTORY     - Date     Condition        Report By
 ME3249  HISTORY     - 1983     MONUMENTED       IL1670
 ME3249
 ME3249                          STATION DESCRIPTION
 ME3249
 ME3249'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3249'THE STATION IS IN DOWNTOWN CHICAGO, AT THE VERY NORTHEAST CORNER OF
 ME3249'THE CITY WATER FILTRATION PLANT.  THE ENTRANCE TO THE PLANT IS 0.15
 ME3249'KM (0.1 MI) EAST OF THE INTERSECTION OF LAKE SHORE DRIVE AND OHIO
 ME3249'STREET.
 ME3249'
 ME3249'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3249'
 ME3249'THE STATION IS A STANDARD COC DISK STAMPED---C5 1983---CEMENTED IN
 ME3249'A DRILL HOLE IN THE TOP OF A CONCRETE RETAINER WALL WHICH BORDERS
 ME3249'OPEN WATERS OF LAKE MICHIGAN.  IT IS 18.6 M (61.0 FT)
 ME3249'EAST-NORTHEAST OF THE NORTHEAST TREE IN A GROUP OF 13 TREES, 5.53 M
 ME3249'(18.1 FT) WEST OF THE NORTHEAST CORNER OF THE RETAINER WALL AND
 ME3249'0.85 M (2.8 FT) SOUTH OF THE NORTH EDGE OF THE RETAINER WALL.
 ME3249'
 ME3249'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0201 ***********************************************************************
 NH0201  DESIGNATION -  C 50
 NH0201  PID         -  NH0201
 NH0201  STATE/COUNTY-  IL/DE KALB
 NH0201  USGS QUAD   -  GENOA (1975)
 NH0201
 NH0201                         *CURRENT SURVEY CONTROL
 NH0201  ___________________________________________________________________
 NH0201* NAD 83(1986)-  42 05 58.     (N)    088 44 23.     (W)     SCALED    
 NH0201* NAVD 88     -       247.581  (meters)     812.27   (feet)  ADJUSTED  
 NH0201  ___________________________________________________________________
 NH0201  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NH0201  DYNAMIC HT  -         247.499 (meters)     812.00  (feet)  COMP
 NH0201  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 NH0201
 NH0201  VERT ORDER  -  FIRST     CLASS II
 NH0201
 NH0201.The horizontal coordinates were scaled from a topographic map and have
 NH0201.an estimated accuracy of +/- 6 seconds.
 NH0201
 NH0201.The orthometric height was determined by differential leveling
 NH0201.and adjusted by the National Geodetic Survey in June 1991..
 NH0201
 NH0201.The geoid height was determined by GEOID03.
 NH0201
 NH0201.The dynamic height is computed by dividing the NAVD 88
 NH0201.geopotential number by the normal gravity value computed on the
 NH0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0201.degrees latitude (g = 980.6199 gals.).
 NH0201
 NH0201.The modeled gravity was interpolated from observed gravity values.
 NH0201
 NH0201;                    North         East    Units  Estimated Accuracy
 NH0201;SPC IL E     -   603,230.      266,380.      MT  (+/- 180 meters Scaled)
 NH0201
 NH0201                          SUPERSEDED SURVEY CONTROL
 NH0201
 NH0201  NGVD 29 (??/??/92)  247.628  (m)          812.43   (f) ADJ UNCH    1 2
 NH0201
 NH0201.Superseded values are not recommended for survey control.
 NH0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0201.See file dsdata.txt to determine how the superseded data were derived.
 NH0201
 NH0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM561622(NAD 83)
 NH0201_MARKER: DB = BENCH MARK DISK
 NH0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0201_STAMPING: C 50 1934
 NH0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0201+STABILITY: SURFACE MOTION
 NH0201
 NH0201  HISTORY     - Date     Condition        Report By
 NH0201  HISTORY     - 1934     MONUMENTED       CGS
 NH0201  HISTORY     - 1947     GOOD             NGS
 NH0201  HISTORY     - 1964     POOR             USGS
 NH0201  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NH0201
 NH0201                          STATION DESCRIPTION
 NH0201
 NH0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NH0201'1 MI E FROM KINGSTON.
 NH0201'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 72 FROM THE CROSSROADS
 NH0201'AT KINGSTON, ABOUT 0.2 MILE WEST OF A NORTH-SOUTH GRAVEL ROAD,
 NH0201'178 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TWO STORY FARM
 NH0201'HOUSE, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 NH0201'SOUTHEAST OF THE SOUTH END OF A 14-INCH PIPE CULVERT UNDER THE
 NH0201'HIGHWAY, 6 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET WEST OF A
 NH0201'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 NH0201'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK
 NH0201'HAS BEEN DISTURBED BY HEAVY EQUIPMENT.  TIPPED TO A 45 DEGREE
 NH0201'ANGLE.
 NH0201
 NH0201                          STATION RECOVERY (1964)
 NH0201
 NH0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NH0201'MARK RECOVERED IN POOR CONDITION.
 NH0201
 NH0201                          STATION RECOVERY (1996)
 NH0201
 NH0201'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0071 ***********************************************************************
 MG0071  DESIGNATION -  C 52
 MG0071  PID         -  MG0071
 MG0071  STATE/COUNTY-  IL/HENRY
 MG0071  USGS QUAD   -  ATKINSON (1991)
 MG0071
 MG0071                         *CURRENT SURVEY CONTROL
 MG0071  ___________________________________________________________________
 MG0071* NAD 83(1986)-  41 25 14.     (N)    090 00 32.     (W)     SCALED    
 MG0071* NAVD 88     -       198.475  (meters)     651.16   (feet)  ADJUSTED  
 MG0071  ___________________________________________________________________
 MG0071  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0071  DYNAMIC HT  -         198.396 (meters)     650.90  (feet)  COMP
 MG0071  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 MG0071
 MG0071  VERT ORDER  -  SECOND    CLASS 0
 MG0071
 MG0071.The horizontal coordinates were scaled from a topographic map and have
 MG0071.an estimated accuracy of +/- 6 seconds.
 MG0071
 MG0071.The orthometric height was determined by differential leveling
 MG0071.and adjusted by the National Geodetic Survey in June 1991..
 MG0071
 MG0071.The geoid height was determined by GEOID03.
 MG0071
 MG0071.The dynamic height is computed by dividing the NAVD 88
 MG0071.geopotential number by the normal gravity value computed on the
 MG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0071.degrees latitude (g = 980.6199 gals.).
 MG0071
 MG0071.The modeled gravity was interpolated from observed gravity values.
 MG0071
 MG0071;                    North         East    Units  Estimated Accuracy
 MG0071;SPC IL W     -   527,740.      713,190.      MT  (+/- 180 meters Scaled)
 MG0071
 MG0071                          SUPERSEDED SURVEY CONTROL
 MG0071
 MG0071  NGVD 29 (??/??/92)  198.559  (m)          651.44   (f) ADJ UNCH    2 0
 MG0071
 MG0071.Superseded values are not recommended for survey control.
 MG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0071.See file dsdata.txt to determine how the superseded data were derived.
 MG0071
 MG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF499897(NAD 83)
 MG0071_MARKER: DB = BENCH MARK DISK
 MG0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0071_SP_SET: CULVERT
 MG0071_STAMPING: C 52 1934
 MG0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0071+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0071
 MG0071  HISTORY     - Date     Condition        Report By
 MG0071  HISTORY     - 1934     MONUMENTED       CGS
 MG0071  HISTORY     - 19960808 GOOD             USPSQD
 MG0071  HISTORY     - 20010919 GOOD             USPSQD
 MG0071  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MG0071
 MG0071                          STATION DESCRIPTION
 MG0071
 MG0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0071'AT ATKINSON.
 MG0071'AT ATKINSON, HENRY COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MG0071'PACIFIC RAILWAY, 16 POLES EAST OF THE STATION, 115 FEET SOUTH
 MG0071'OF THE CENTERLINE OF THE SOUTH MAIN TRACK, ONE POLE EAST OF POLE
 MG0071'151+20, AT A CULVERT, AND IN THE TOP NEAR THE CENTER OF THE
 MG0071'EAST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED C 52 1934.
 MG0071
 MG0071                          STATION RECOVERY (1996)
 MG0071
 MG0071'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0071'RECOVERED IN GOOD CONDITION.
 MG0071
 MG0071                          STATION RECOVERY (2001)
 MG0071
 MG0071'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0071'RECOVERED IN GOOD CONDITION.
 MG0071
 MG0071                          STATION RECOVERY (2004)
 MG0071
 MG0071'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0048 ***********************************************************************
 MG0048  DESIGNATION -  C 53
 MG0048  PID         -  MG0048
 MG0048  STATE/COUNTY-  IL/HENRY
 MG0048  USGS QUAD   -  GREEN ROCK (1992)
 MG0048
 MG0048                         *CURRENT SURVEY CONTROL
 MG0048  ___________________________________________________________________
 MG0048* NAD 83(1986)-  41 27 32.     (N)    090 22 15.     (W)     SCALED    
 MG0048* NAVD 88     -       179.110  (meters)     587.63   (feet)  ADJUSTED  
 MG0048  ___________________________________________________________________
 MG0048  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0048  DYNAMIC HT  -         179.041 (meters)     587.40  (feet)  COMP
 MG0048  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 MG0048
 MG0048  VERT ORDER  -  SECOND    CLASS 0
 MG0048
 MG0048.The horizontal coordinates were scaled from a topographic map and have
 MG0048.an estimated accuracy of +/- 6 seconds.
 MG0048
 MG0048.The orthometric height was determined by differential leveling
 MG0048.and adjusted by the National Geodetic Survey in June 1991..
 MG0048
 MG0048.The geoid height was determined by GEOID03.
 MG0048
 MG0048.The dynamic height is computed by dividing the NAVD 88
 MG0048.geopotential number by the normal gravity value computed on the
 MG0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0048.degrees latitude (g = 980.6199 gals.).
 MG0048
 MG0048.The modeled gravity was interpolated from observed gravity values.
 MG0048
 MG0048;                    North         East    Units  Estimated Accuracy
 MG0048;SPC IL W     -   532,010.      682,940.      MT  (+/- 180 meters Scaled)
 MG0048
 MG0048                          SUPERSEDED SURVEY CONTROL
 MG0048
 MG0048  NGVD 29 (??/??/92)  179.191  (m)          587.90   (f) ADJ UNCH    2 0
 MG0048
 MG0048.Superseded values are not recommended for survey control.
 MG0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0048.See file dsdata.txt to determine how the superseded data were derived.
 MG0048
 MG0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF195930(NAD 83)
 MG0048_MARKER: DB = BENCH MARK DISK
 MG0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0048_STAMPING: C 53 1934
 MG0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0048+STABILITY: SURFACE MOTION
 MG0048
 MG0048  HISTORY     - Date     Condition        Report By
 MG0048  HISTORY     - 1934     MONUMENTED       CGS
 MG0048  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0048  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0048  HISTORY     - 20040630 MARK NOT FOUND   USPSQD
 MG0048
 MG0048                          STATION DESCRIPTION
 MG0048
 MG0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0048'2.1 MI S FROM COLONA.
 MG0048'2.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0048'RAILROAD FROM THE STATION AT COLONA, HENRY COUNTY, 10 POLES
 MG0048'NORTHEAST OF MILEPOST 236, AT A PRIVATE-ROAD CROSSING, 40
 MG0048'FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 12 FEET
 MG0048'EAST OF THE CENTER OF A GATE, ONE FOOT SOUTH OF A FENCEL NE,
 MG0048'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 53 1934
 MG0048'AND SET IN THE TOP OF A CONCRETE POST.
 MG0048
 MG0048                          STATION RECOVERY (1996)
 MG0048
 MG0048'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0048'MARK NOT FOUND.
 MG0048
 MG0048                          STATION RECOVERY (2001)
 MG0048
 MG0048'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0048'MARK NOT FOUND.
 MG0048
 MG0048                          STATION RECOVERY (2004)
 MG0048
 MG0048'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 MG0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0002 ***********************************************************************
 LD0002  DESIGNATION -  C 54
 LD0002  PID         -  LD0002
 LD0002  STATE/COUNTY-  IL/KNOX
 LD0002  USGS QUAD   -  GALESBURG WEST (1996)
 LD0002
 LD0002                         *CURRENT SURVEY CONTROL
 LD0002  ___________________________________________________________________
 LD0002* NAD 83(1986)-  40 55 06.     (N)    090 22 36.     (W)     SCALED    
 LD0002* NAVD 88     -       240.002  (meters)     787.41   (feet)  ADJUSTED  
 LD0002  ___________________________________________________________________
 LD0002  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0002  DYNAMIC HT  -         239.894 (meters)     787.05  (feet)  COMP
 LD0002  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 LD0002
 LD0002  VERT ORDER  -  SECOND    CLASS 0
 LD0002
 LD0002.The horizontal coordinates were scaled from a topographic map and have
 LD0002.an estimated accuracy of +/- 6 seconds.
 LD0002
 LD0002.The orthometric height was determined by differential leveling
 LD0002.and adjusted by the National Geodetic Survey in June 1991..
 LD0002
 LD0002.The geoid height was determined by GEOID03.
 LD0002
 LD0002.The dynamic height is computed by dividing the NAVD 88
 LD0002.geopotential number by the normal gravity value computed on the
 LD0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0002.degrees latitude (g = 980.6199 gals.).
 LD0002
 LD0002.The modeled gravity was interpolated from observed gravity values.
 LD0002
 LD0002;                    North         East    Units  Estimated Accuracy
 LD0002;SPC IL W     -   471,980.      682,310.      MT  (+/- 180 meters Scaled)
 LD0002
 LD0002                          SUPERSEDED SURVEY CONTROL
 LD0002
 LD0002  NGVD 29 (??/??/92)  240.057  (m)          787.59   (f) ADJ UNCH    2 0
 LD0002
 LD0002.Superseded values are not recommended for survey control.
 LD0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0002.See file dsdata.txt to determine how the superseded data were derived.
 LD0002
 LD0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF209330(NAD 83)
 LD0002_MARKER: DB = BENCH MARK DISK
 LD0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0002_SP_SET: BRIDGE
 LD0002_STAMPING: C 54 1934
 LD0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0002
 LD0002  HISTORY     - Date     Condition        Report By
 LD0002  HISTORY     - 1934     MONUMENTED       CGS
 LD0002  HISTORY     - 1943     GOOD             NGS
 LD0002  HISTORY     - 1983     GOOD             BNRR
 LD0002  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0002  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0002
 LD0002                          STATION DESCRIPTION
 LD0002
 LD0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0002'1.9 MI S FROM GALESBURG.
 LD0002'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0002'RAILROAD FROM THE STATION AT GALESBURG, KNOX COUNTY, AT A
 LD0002'STREET UNDERPASS, IN THE TOP OF THE EAST END OF THE SOUTH
 LD0002'ABUTMENT, 8 FEET EAST OF THE CENTERLINE OF THE EAST TRACK, AND
 LD0002'ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 54
 LD0002'1934.
 LD0002
 LD0002                          STATION RECOVERY (1983)
 LD0002
 LD0002'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1983
 LD0002'THIS BENCH MARK WILL BE DESTROYED IN THE PHASE II OF OUR YARD
 LD0002'RECONSTRUCTION PROJECT. NOTE: THIER WILL BE A NEW OVERHEAD HIGHWAY
 LD0002'BRIDGE CONSTRUCTED ABOUT 200' , TO BE COMPLETED IN 1985.
 LD0002
 LD0002                          STATION RECOVERY (1997)
 LD0002
 LD0002'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0002'MARK NOT FOUND.
 LD0002
 LD0002                          STATION RECOVERY (2005)
 LD0002
 LD0002'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0325 ***********************************************************************
 LD0325  DESIGNATION -  C 56
 LD0325  PID         -  LD0325
 LD0325  STATE/COUNTY-  IL/SCHUYLER
 LD0325  USGS QUAD   -  BEARDSTOWN (1981)
 LD0325
 LD0325                         *CURRENT SURVEY CONTROL
 LD0325  ___________________________________________________________________
 LD0325* NAD 83(1986)-  40 01 54.     (N)    090 26 09.     (W)     SCALED    
 LD0325* NAVD 88     -       137.232  (meters)     450.24   (feet)  ADJUSTED  
 LD0325  ___________________________________________________________________
 LD0325  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0325  DYNAMIC HT  -         137.160 (meters)     450.00  (feet)  COMP
 LD0325  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 LD0325
 LD0325  VERT ORDER  -  SECOND    CLASS 0
 LD0325
 LD0325.The horizontal coordinates were scaled from a topographic map and have
 LD0325.an estimated accuracy of +/- 6 seconds.
 LD0325
 LD0325.The orthometric height was determined by differential leveling
 LD0325.and adjusted by the National Geodetic Survey in June 1991..
 LD0325
 LD0325.The geoid height was determined by GEOID03.
 LD0325
 LD0325.The dynamic height is computed by dividing the NAVD 88
 LD0325.geopotential number by the normal gravity value computed on the
 LD0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0325.degrees latitude (g = 980.6199 gals.).
 LD0325
 LD0325.The modeled gravity was interpolated from observed gravity values.
 LD0325
 LD0325;                    North         East    Units  Estimated Accuracy
 LD0325;SPC IL W     -   373,540.      677,030.      MT  (+/- 180 meters Scaled)
 LD0325
 LD0325                          SUPERSEDED SURVEY CONTROL
 LD0325
 LD0325  NGVD 29 (??/??/92)  137.344  (m)          450.60   (f) ADJ UNCH    2 0
 LD0325
 LD0325.Superseded values are not recommended for survey control.
 LD0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0325.See file dsdata.txt to determine how the superseded data were derived.
 LD0325
 LD0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE187344(NAD 83)
 LD0325_MARKER: DB = BENCH MARK DISK
 LD0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0325_SP_SET: SEMAPHORE
 LD0325_STAMPING: C 56 1935
 LD0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0325
 LD0325  HISTORY     - Date     Condition        Report By
 LD0325  HISTORY     - 1935     MONUMENTED       CGS
 LD0325
 LD0325                          STATION DESCRIPTION
 LD0325
 LD0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0325'0.6 MI N FROM BEARDSTOWN.
 LD0325'IN SCHUYLER COUNTY, 0.6 MILE NORTH ALONG THE CHICAGO, BURLINGTON
 LD0325'AND QUINCY RAILROAD FROM BRIDGE 117.35 OVER ILLINOIS RIVER AT
 LD0325'BEARDSTOWN, CASS COUNTY, AT POLE 118+08, 9 FEET EAST OF THE
 LD0325'CENTERLINE OF THE EAST TRACK, IN THE TOP OF THE SOUTHWEST CORNER
 LD0325'OF THE CONCRETE BASE OF A SEMAPHORE, AND ONE FOOT HIGHER THAN THE
 LD0325'TRACK.  A STANDARD DISK, STAMPED C 56 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0462 ***********************************************************************
 LD0462  DESIGNATION -  C 57
 LD0462  PID         -  LD0462
 LD0462  STATE/COUNTY-  IL/MCDONOUGH
 LD0462  USGS QUAD   -  BUSHNELL WEST (1974)
 LD0462
 LD0462                         *CURRENT SURVEY CONTROL
 LD0462  ___________________________________________________________________
 LD0462* NAD 83(1986)-  40 32 08.     (N)    090 31 17.     (W)     SCALED    
 LD0462* NAVD 88     -       198.029  (meters)     649.70   (feet)  ADJUSTED  
 LD0462  ___________________________________________________________________
 LD0462  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0462  DYNAMIC HT  -         197.933 (meters)     649.39  (feet)  COMP
 LD0462  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 LD0462
 LD0462  VERT ORDER  -  SECOND    CLASS 0
 LD0462
 LD0462.The horizontal coordinates were scaled from a topographic map and have
 LD0462.an estimated accuracy of +/- 6 seconds.
 LD0462
 LD0462.The orthometric height was determined by differential leveling
 LD0462.and adjusted by the National Geodetic Survey in June 1991..
 LD0462
 LD0462.The geoid height was determined by GEOID03.
 LD0462
 LD0462.The dynamic height is computed by dividing the NAVD 88
 LD0462.geopotential number by the normal gravity value computed on the
 LD0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0462.degrees latitude (g = 980.6199 gals.).
 LD0462
 LD0462.The modeled gravity was interpolated from observed gravity values.
 LD0462
 LD0462;                    North         East    Units  Estimated Accuracy
 LD0462;SPC IL W     -   429,510.      669,950.      MT  (+/- 180 meters Scaled)
 LD0462
 LD0462                          SUPERSEDED SURVEY CONTROL
 LD0462
 LD0462  NGVD 29 (??/??/92)  198.100  (m)          649.93   (f) ADJ UNCH    2 0
 LD0462
 LD0462.Superseded values are not recommended for survey control.
 LD0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0462.See file dsdata.txt to determine how the superseded data were derived.
 LD0462
 LD0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE099901(NAD 83)
 LD0462_MARKER: DB = BENCH MARK DISK
 LD0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0462_SP_SET: WATER TANK CONCRETE BASE
 LD0462_STAMPING: C 57 1935
 LD0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0462
 LD0462  HISTORY     - Date     Condition        Report By
 LD0462  HISTORY     - 1935     MONUMENTED       CGS
 LD0462  HISTORY     - 1935     GOOD             NGS
 LD0462
 LD0462                          STATION DESCRIPTION
 LD0462
 LD0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0462'1 MI S FROM BUSHNELL.
 LD0462'1.0 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0462'FROM THE STATION AT BUSHNELL, MCDONOUGH  COUNTY, 15 POLES SOUTH
 LD0462'OF MILEPOST 160, AT A WATER TANK, IN THE TOP OF THE EAST CORNER
 LD0462'OF THE CONCRETE BASE OF THE NORTHEAST LEG, 12 FEET WEST OF THE
 LD0462'CENTERLINE OF THE WEST TRACK, AND LEVEL WITH THE TRACK.  A
 LD0462'STANDARD DISK, STAMPED C 57 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3250 ***********************************************************************
 ME3250  DESIGNATION -  C 6
 ME3250  PID         -  ME3250
 ME3250  STATE/COUNTY-  IL/COOK
 ME3250  USGS QUAD   -  JACKSON PARK (1993)
 ME3250
 ME3250                         *CURRENT SURVEY CONTROL
 ME3250  ___________________________________________________________________
 ME3250* NAD 83(1997)-  41 53 34.80282(N)    087 36 43.81271(W)     ADJUSTED  
 ME3250* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 ME3250  ___________________________________________________________________
 ME3250  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ME3250  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME3250
 ME3250  HORZ ORDER  -  SECOND
 ME3250
 ME3250.The horizontal coordinates were established by classical geodetic methods
 ME3250.and adjusted by the National Geodetic Survey in October 1999..
 ME3250
 ME3250.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3250
 ME3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3250
 ME3250.The geoid height was determined by GEOID03.
 ME3250
 ME3250;                    North         East     Units Scale Factor Converg.
 ME3250;SPC IL E     -   580,469.769   359,847.583   MT  1.00001906   +0 28 53.6
 ME3250;SPC IL E     - 1,904,424.57  1,180,599.95   sFT  1.00001906   +0 28 53.6
 ME3250;UTM  16      - 4,638,077.494   449,216.570   MT  0.99963173   -0 24 31.6
 ME3250
 ME3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3250!SPC IL E     -   0.99997718  x   1.00001906  =   0.99999624
 ME3250!UTM  16      -   0.99997718  x   0.99963173  =   0.99960891
 ME3250
 ME3250:                Primary Azimuth Mark                     Grid Az
 ME3250:SPC IL E     -  CRIB LIGHT 2 C                           018 42 30.6
 ME3250:UTM  16      -  CRIB LIGHT 2 C                           019 35 55.8
 ME3250
 ME3250|---------------------------------------------------------------------|
 ME3250| PID    Reference Object                     Distance      Geod. Az  |
 ME3250|                                                           dddmmss.s |
 ME3250| ME3257 CRIB LIGHT 2 C                      APPROX. 1.2 KM 0191124.2 |
 ME3250| ME3251 C 7                                 425.499 METERS 1631414.9 |
 ME3250| ME3248 C 4                                 APPROX. 0.7 KM 3180801.9 |
 ME3250|---------------------------------------------------------------------|
 ME3250
 ME3250                          SUPERSEDED SURVEY CONTROL
 ME3250
 ME3250  NAD 83(1997)-  41 53 34.80303(N)    087 36 43.81315(W) AD(       ) 2
 ME3250  NAD 83(1997)-  41 53 34.80746(N)    087 36 43.82526(W) AD(       ) 2
 ME3250  NAD 83(1986)-  41 53 34.80749(N)    087 36 43.82399(W) AD(       ) 2
 ME3250  NGVD 29 (08/23/90)  179.2    (m)          588.     (f) VERT ANG       
 ME3250
 ME3250.Superseded values are not recommended for survey control.
 ME3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3250.See file dsdata.txt to determine how the superseded data were derived.
 ME3250
 ME3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4921738077(NAD 83)
 ME3250_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3250_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3250+STABILITY: SURFACE MOTION
 ME3250
 ME3250  HISTORY     - Date     Condition        Report By
 ME3250  HISTORY     - 1983     MONUMENTED       IL1670
 ME3250
 ME3250                          STATION DESCRIPTION
 ME3250
 ME3250'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3250'THE STATION IS LOCATED IN NAVY PIER PARK, JUST NORTH OF OHIO STREET
 ME3250'AND EAST OF THE NORTHEAST CORNER OF A PARKING LOT.  IT IS JUST
 ME3250'NORTHWEST OF THE CITY WATER FILTRATION PLANT GROUNDS AND ABOUT 14 M
 ME3250'(45 FT) SOUTH OF THE WATERS EDGE, IN SANDY BEACH AREA, IN DOWNTOWN
 ME3250'CHICAGO.
 ME3250'
 ME3250'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3250'
 ME3250'THE STATION IS A STANDARD COC DISK STAMPED---C6 1983---ATTACHED TO
 ME3250'THE TOP OF A DRIVEN ROD WHICH IS SURROUNDED BY A 15 CM (6 INCH)
 ME3250'ROUND CONCRETE MONUMENT AND FLUSH WITH THE SURFACE.  IT IS 16.8 M
 ME3250'(55.1 FT) EAST OF THE NORTHEAST CORNER OF A PARKING LOT, 7.95 M
 ME3250'(26.1 FT) NORTH OF A BLACK LIGHT POLE AND 1.3 M (4.3 FT) NORTHWEST
 ME3250'OF A RETAINER WALL ALONG THE FILTRATION PLANT SIDEWALK.
 ME3250'
 ME3250'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0582 ***********************************************************************
 NH0582  DESIGNATION -  C 7
 NH0582  PID         -  NH0582
 NH0582  STATE/COUNTY-  IL/WINNEBAGO
 NH0582  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0582
 NH0582                         *CURRENT SURVEY CONTROL
 NH0582  ___________________________________________________________________
 NH0582* NAD 83(1986)-  42 16 02.     (N)    089 05 21.     (W)     SCALED    
 NH0582* NAVD 88     -       227.105  (meters)     745.09   (feet)  ADJUSTED  
 NH0582  ___________________________________________________________________
 NH0582  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NH0582  DYNAMIC HT  -         227.033 (meters)     744.86  (feet)  COMP
 NH0582  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 NH0582
 NH0582  VERT ORDER  -  FIRST     CLASS II
 NH0582
 NH0582.The horizontal coordinates were scaled from a topographic map and have
 NH0582.an estimated accuracy of +/- 6 seconds.
 NH0582
 NH0582.The orthometric height was determined by differential leveling
 NH0582.and adjusted by the National Geodetic Survey in June 1991..
 NH0582
 NH0582.The geoid height was determined by GEOID03.
 NH0582
 NH0582.The dynamic height is computed by dividing the NAVD 88
 NH0582.geopotential number by the normal gravity value computed on the
 NH0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0582.degrees latitude (g = 980.6199 gals.).
 NH0582
 NH0582.The modeled gravity was interpolated from observed gravity values.
 NH0582
 NH0582;                    North         East    Units  Estimated Accuracy
 NH0582;SPC IL W     -   622,330.      788,890.      MT  (+/- 180 meters Scaled)
 NH0582
 NH0582                          SUPERSEDED SURVEY CONTROL
 NH0582
 NH0582  NGVD 29 (??/??/92)  227.163  (m)          745.28   (f) ADJ UNCH    1 2
 NH0582
 NH0582.Superseded values are not recommended for survey control.
 NH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0582.See file dsdata.txt to determine how the superseded data were derived.
 NH0582
 NH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM277815(NAD 83)
 NH0582_MARKER: Q = CHISELED SQUARE
 NH0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0582_SP_SET: BUILDING
 NH0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0582
 NH0582  HISTORY     - Date     Condition        Report By
 NH0582  HISTORY     - UNK      MONUMENTED       WI-101
 NH0582  HISTORY     - 1960     GOOD             NGS
 NH0582  HISTORY     - 1987     GOOD             USPSQD
 NH0582  HISTORY     - 1988     GOOD             USPSQD
 NH0582  HISTORY     - 19970323 POOR             USPSQD
 NH0582
 NH0582                          STATION DESCRIPTION
 NH0582
 NH0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0582'AT ROCKFORD.
 NH0582'AT ROCKFORD, AT THE INTERSECTION OF SOUTH FIRST AND WALNUT
 NH0582'STREETS, IN S-23, R-1E, T-44N, 12 FEET NORTH OF THE NORTH CURB
 NH0582'OF WALNUT STREET, 21 1/2 FEET EAST OF THE EAST CURB OF SOUTH
 NH0582'FIRST STREET, A ONE-INCH CHISELED CROSS IN TOP OF THE SOUTHWEST
 NH0582'CORNER OF STONE FOUNDATION OF RED STONE MASONRY OLD CITY HALL
 NH0582'BUILDING, THE CROSS IS IN THE FINISHED BOTTOM STONE AND THE
 NH0582'LETTERS B M ARE EMBOSSED IN RELIEF OUT OF THE CORNER OF THE
 NH0582'STONE ABOVE, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 NH0582
 NH0582                          STATION RECOVERY (1987)
 NH0582
 NH0582'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0582'RECOVERED IN GOOD CONDITION.
 NH0582
 NH0582                          STATION RECOVERY (1988)
 NH0582
 NH0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (PA)
 NH0582'RECOVERED IN GOOD CONDITION.
 NH0582
 NH0582                          STATION RECOVERY (1997)
 NH0582
 NH0582'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0582'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3251 ***********************************************************************
 ME3251  DESIGNATION -  C 7
 ME3251  PID         -  ME3251
 ME3251  STATE/COUNTY-  IL/COOK
 ME3251  USGS QUAD   -  JACKSON PARK (1993)
 ME3251
 ME3251                         *CURRENT SURVEY CONTROL
 ME3251  ___________________________________________________________________
 ME3251* NAD 83(1997)-  41 53 21.59767(N)    087 36 38.48970(W)     ADJUSTED  
 ME3251* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 ME3251  ___________________________________________________________________
 ME3251  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 ME3251  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3251
 ME3251  HORZ ORDER  -  SECOND
 ME3251
 ME3251.The horizontal coordinates were established by classical geodetic methods
 ME3251.and adjusted by the National Geodetic Survey in October 1999..
 ME3251
 ME3251.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3251
 ME3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3251
 ME3251.The geoid height was determined by GEOID03.
 ME3251
 ME3251;                    North         East     Units Scale Factor Converg.
 ME3251;SPC IL E     -   580,063.388   359,973.722   MT  1.00001924   +0 28 57.1
 ME3251;SPC IL E     - 1,903,091.30  1,181,013.79   sFT  1.00001924   +0 28 57.1
 ME3251;UTM  16      - 4,637,669.360   449,336.332   MT  0.99963158   -0 24 27.9
 ME3251
 ME3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3251!SPC IL E     -   0.99997718  x   1.00001924  =   0.99999641
 ME3251!UTM  16      -   0.99997718  x   0.99963158  =   0.99960876
 ME3251
 ME3251:                Primary Azimuth Mark                     Grid Az
 ME3251:SPC IL E     -  PIER LIGHT 3 C                           098 54 15.4
 ME3251:UTM  16      -  PIER LIGHT 3 C                           099 47 40.4
 ME3251
 ME3251|---------------------------------------------------------------------|
 ME3251| PID    Reference Object                     Distance      Geod. Az  |
 ME3251|                                                           dddmmss.s |
 ME3251| ME3271 PIER LIGHT 3 C                      APPROX. 0.7 KM 0992312.5 |
 ME3251| ME3261 INNER LOK                           410.968 METERS 1715208.3 |
 ME3251| ME3269 M 137                               272.317 METERS 25605     |
 ME3251| ME3260 DOCK                                 43.222 METERS 26225     |
 ME3251| ME3254 CHICAGO HANCOCK CNTR W TWR          APPROX. 1.5 KM 3151545.4 |
 ME3251| ME3250 C 6                                 425.499 METERS 3431418.4 |
 ME3251|---------------------------------------------------------------------|
 ME3251
 ME3251                          SUPERSEDED SURVEY CONTROL
 ME3251
 ME3251  NAD 83(1997)-  41 53 21.59788(N)    087 36 38.49013(W) AD(       ) 2
 ME3251  NAD 83(1997)-  41 53 21.60233(N)    087 36 38.50216(W) AD(       ) 2
 ME3251  NAD 83(1986)-  41 53 21.60233(N)    087 36 38.50089(W) AD(       ) 2
 ME3251  NGVD 29 (08/23/90)  179.2    (m)          588.     (f) VERT ANG       
 ME3251
 ME3251.Superseded values are not recommended for survey control.
 ME3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3251.See file dsdata.txt to determine how the superseded data were derived.
 ME3251
 ME3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4933637669(NAD 83)
 ME3251_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3251_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3251+WITH SETTING: PAVEMENT
 ME3251_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3251+STABILITY: SURFACE MOTION
 ME3251
 ME3251  HISTORY     - Date     Condition        Report By
 ME3251  HISTORY     - 1983     MONUMENTED       IL1670
 ME3251
 ME3251                          STATION DESCRIPTION
 ME3251
 ME3251'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3251'THE STATION IS LOCATED JUST SOUTH OF STREETER DRIVE, ABOUT 0.15 KM
 ME3251'(0.1 MI) SOUTHWEST OF THE WEST END OF THE NAVY PIER AND ABOUT 0.15
 ME3251'KM (0.1 MI) SOUTH OF EAST ILLINOIS STREET IN A CONCRETE DOCK WHICH
 ME3251'HAS A SMALL GRAVELED PARKING AREA BETWEEN IT AND STREETER DRIVE,
 ME3251'IN DOWNTOWN CHICAGO.
 ME3251'
 ME3251'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3251'
 ME3251'THE STATION IS A STANDARD COC DISK STAMPED---C7 1983---CEMENTED IN
 ME3251'A DRILL HOLE IN A CONCRETE DOCK.  IT IS 17.8 M (58.4 FT)
 ME3251'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE BUILDING,
 ME3251'6.4 M (21.0 FT) NORTH OF THE SOUTH EDGE OF THE DOCK AND EDGE OF
 ME3251'WATER AND 2.8 M (9.2 FT) SOUTH OF THE NORTH EDGE OF THE CONCRETE
 ME3251'DOCK.
 ME3251'
 ME3251'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3252 ***********************************************************************
 ME3252  DESIGNATION -  C 8
 ME3252  PID         -  ME3252
 ME3252  STATE/COUNTY-  IL/COOK
 ME3252  USGS QUAD   -  JACKSON PARK (1993)
 ME3252
 ME3252                         *CURRENT SURVEY CONTROL
 ME3252  ___________________________________________________________________
 ME3252* NAD 83(1997)-  41 52 51.30392(N)    087 36 36.23172(W)     ADJUSTED  
 ME3252* NAVD 88     -       178.5    (meters)     586.     (feet)  VERTCON   
 ME3252  ___________________________________________________________________
 ME3252  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 ME3252  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3252
 ME3252  HORZ ORDER  -  SECOND
 ME3252
 ME3252.The horizontal coordinates were established by classical geodetic methods
 ME3252.and adjusted by the National Geodetic Survey in October 1999..
 ME3252
 ME3252.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3252
 ME3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3252
 ME3252.The geoid height was determined by GEOID03.
 ME3252
 ME3252;                    North         East     Units Scale Factor Converg.
 ME3252;SPC IL E     -   579,129.187   360,033.654   MT  1.00001933   +0 28 58.3
 ME3252;SPC IL E     - 1,900,026.34  1,181,210.41   sFT  1.00001933   +0 28 58.3
 ME3252;UTM  16      - 4,636,734.703   449,381.725   MT  0.99963153   -0 24 26.2
 ME3252
 ME3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3252!SPC IL E     -   0.99997726  x   1.00001933  =   0.99999659
 ME3252!UTM  16      -   0.99997726  x   0.99963153  =   0.99960880
 ME3252
 ME3252:                Primary Azimuth Mark                     Grid Az
 ME3252:SPC IL E     -  INNER LOK                                000 10 32.9
 ME3252:UTM  16      -  INNER LOK                                001 03 57.4
 ME3252
 ME3252|---------------------------------------------------------------------|
 ME3252| PID    Reference Object                     Distance      Geod. Az  |
 ME3252|                                                           dddmmss.s |
 ME3252| ME3261 INNER LOK                           APPROX. 0.5 KM 0003931.2 |
 ME3252| ME3271 PIER LIGHT 3 C                      APPROX. 1.0 KM 0370328.6 |
 ME3252| ME3253 C 9                                 420.762 METERS 1803931.8 |
 ME3252|---------------------------------------------------------------------|
 ME3252
 ME3252                          SUPERSEDED SURVEY CONTROL
 ME3252
 ME3252  NAD 83(1997)-  41 52 51.30413(N)    087 36 36.23214(W) AD(       ) 2
 ME3252  NAD 83(1997)-  41 52 51.30860(N)    087 36 36.24399(W) AD(       ) 2
 ME3252  NAD 83(1986)-  41 52 51.30850(N)    087 36 36.24271(W) AD(       ) 2
 ME3252  NGVD 29 (08/23/90)  178.6    (m)          586.     (f) VERT ANG       
 ME3252
 ME3252.Superseded values are not recommended for survey control.
 ME3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3252.See file dsdata.txt to determine how the superseded data were derived.
 ME3252
 ME3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4938236735(NAD 83)
 ME3252_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3252_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3252+WITH SETTING: PAVEMENT
 ME3252_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3252+STABILITY: SURFACE MOTION
 ME3252
 ME3252  HISTORY     - Date     Condition        Report By
 ME3252  HISTORY     - 1983     MONUMENTED       IL1670
 ME3252
 ME3252                          STATION DESCRIPTION
 ME3252
 ME3252'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3252'THE STATION IS IN CHICAGO, ON A CONCRETE BREAKWATER, ALONG THE EAST
 ME3252'SIDE OF CHICAGO HARBOR, ABOUT 380 M (415 YARDS) SOUTH OF THE PIER
 ME3252'LEADING OUT TO THE BREAKWATER.
 ME3252'
 ME3252'TO REACH THE STATION FROM THE INTERSECTION OF LAKE SHORE DRIVE AND
 ME3252'MONROE DRIVE, IN DOWNTOWN CHICAGO, GO NORTHEAST ON A GRAVELED ROAD
 ME3252'ALONG EDGE OF WATER FOR 0.55 KM (0.35 MI) TO A PIER ON THE RIGHT.
 ME3252'FOLLOW ALONG PIER, EAST, TO THE BREAKWATER.  WALK SOUTH ALONG
 ME3252'BREAKWATER FOR ABOUT 380 M (415 YARDS) TO THE STATION.
 ME3252'
 ME3252'THE STATION IS A STANDARD COC DISK STAMPED---C8 1983---CEMENTED IN
 ME3252'A DRILL HOLE IN THE TOP OF THE CONCRETE BREAKWATER.  IT IS 0.73 M
 ME3252'(2.4 FT) WEST OF THE EDGE OF THE BREAKWATER AND 0.73 M (2.4
 ME3252'FT) EAST OF THE WEST EDGE.
 ME3252'
 ME3252'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0790 ***********************************************************************
 KB0790  DESIGNATION -  C 8 RESET 1968
 KB0790  PID         -  KB0790
 KB0790  STATE/COUNTY-  IL/FAYETTE
 KB0790  USGS QUAD   -  RAMSEY (1982)
 KB0790
 KB0790                         *CURRENT SURVEY CONTROL
 KB0790  ___________________________________________________________________
 KB0790* NAD 83(1986)-  39 08 30.     (N)    089 06 28.     (W)     SCALED    
 KB0790* NAVD 88     -       186.321  (meters)     611.29   (feet)  ADJUSTED  
 KB0790  ___________________________________________________________________
 KB0790  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KB0790  DYNAMIC HT  -         186.207 (meters)     610.91  (feet)  COMP
 KB0790  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 KB0790
 KB0790  VERT ORDER  -  FIRST     CLASS I
 KB0790
 KB0790.The horizontal coordinates were scaled from a topographic map and have
 KB0790.an estimated accuracy of +/- 6 seconds.
 KB0790
 KB0790.The orthometric height was determined by differential leveling
 KB0790.and adjusted by the National Geodetic Survey in June 1991..
 KB0790
 KB0790.The geoid height was determined by GEOID03.
 KB0790
 KB0790.The dynamic height is computed by dividing the NAVD 88
 KB0790.geopotential number by the normal gravity value computed on the
 KB0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0790.degrees latitude (g = 980.6199 gals.).
 KB0790
 KB0790.The modeled gravity was interpolated from observed gravity values.
 KB0790
 KB0790;                    North         East    Units  Estimated Accuracy
 KB0790;SPC IL E     -   274,990.      233,050.      MT  (+/- 180 meters Scaled)
 KB0790
 KB0790                          SUPERSEDED SURVEY CONTROL
 KB0790
 KB0790  NGVD 29 (??/??/92)  186.402  (m)          611.55   (f) ADJ UNCH    1 1
 KB0790
 KB0790.Superseded values are not recommended for survey control.
 KB0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0790.See file dsdata.txt to determine how the superseded data were derived.
 KB0790
 KB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ178346(NAD 83)
 KB0790_MARKER: DB = BENCH MARK DISK
 KB0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0790_SP_SET: SIDEWALK
 KB0790_STAMPING: C 8 1920
 KB0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0790
 KB0790  HISTORY     - Date     Condition        Report By
 KB0790  HISTORY     - 1920     MONUMENTED       CGS
 KB0790  HISTORY     - 1969     GOOD             NGS
 KB0790  HISTORY     - 1977     GOOD             USGS
 KB0790
 KB0790                          STATION DESCRIPTION
 KB0790
 KB0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0790'0.2 MI NE FROM RAMSEY.
 KB0790'ABOUT 0.15 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0790'THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, THENCE 0.05 MILE
 KB0790'EAST ALONG FIFTH STREET, IN SECTION 17, T 8 N, R 1 E, AT THE
 KB0790'NORTHWEST CORNER OF THE INTERSECTION OF THE STREET AND U.S.
 KB0790'HIGHWAY 51 WHICH IS SUPERIOR STREET, 4 1/2 FEET NORTH OF THE NORTH
 KB0790'CURB OF FIFTH STREET, 5 FEET WEST OF THE WEST CURB OF THE HIGHWAY,
 KB0790'SET IN THE TOP OF THE CONCRETE SIDEWALK AND 10.5 FEET SOUTHEAST
 KB0790'OF THE SOUTHEAST CORNER OF THE RAMSEY NATIONAL BANK BUILDING,
 KB0790'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREETS.
 KB0790'NOTE-- INFORMATION RECEIVED FROM THE PRESIDENT OF THE BANK
 KB0790'INDICATES THAT IN 1968 A NEW SIDEWALK WAS BUILT IN THE FRONT
 KB0790'OF THE BANK, AND THE DISK WAS RESET AT THAT TIME BY A LOCAL
 KB0790'ENGINEER WHO REPLACED THE DISK AT THE OLD LOCATION OF THE MARK.
 KB0790
 KB0790                          STATION RECOVERY (1977)
 KB0790
 KB0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0790'THE DISK WAS SAID TO HAVE BEEN RESET IN 1968 WHEN A NEW CONCRETE
 KB0790'SIDEWALK WAS PUT IN. A TOWN TRUSTEE REPORTED THE DISK BEING REPLACED
 KB0790'BUT DID NOT KNOW BY WHOM. THE 1920 WAS ERASED FROM THE DISK AT THIS
 KB0790'TIME AND RESTAMPED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1133 ***********************************************************************
 KB1133  DESIGNATION -  C 8 RESET 1977
 KB1133  PID         -  KB1133
 KB1133  STATE/COUNTY-  IL/FAYETTE
 KB1133  USGS QUAD   -  RAMSEY (1982)
 KB1133
 KB1133                         *CURRENT SURVEY CONTROL
 KB1133  ___________________________________________________________________
 KB1133* NAD 83(1986)-  39 08 30.     (N)    089 06 26.     (W)     SCALED    
 KB1133* NAVD 88     -       186.36   (+/-2cm)     611.4    (feet)  VERTCON   
 KB1133  ___________________________________________________________________
 KB1133  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KB1133
 KB1133  VERT ORDER  -  THIRD (See Below)
 KB1133
 KB1133.The horizontal coordinates were scaled from a topographic map and have
 KB1133.an estimated accuracy of +/- 6 seconds.
 KB1133
 KB1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1133.The vertical order pertains to the NGVD 29 superseded value.
 KB1133
 KB1133.The geoid height was determined by GEOID03.
 KB1133
 KB1133;                    North         East    Units  Estimated Accuracy
 KB1133;SPC IL E     -   274,990.      233,100.      MT  (+/- 180 meters Scaled)
 KB1133
 KB1133                          SUPERSEDED SURVEY CONTROL
 KB1133
 KB1133  NGVD 29 (03/28/06)  186.44   (m)          611.7    (f) RESET       3  
 KB1133
 KB1133.Superseded values are not recommended for survey control.
 KB1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1133.See file dsdata.txt to determine how the superseded data were derived.
 KB1133
 KB1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ178346(NAD 83)
 KB1133_MARKER: DB = BENCH MARK DISK
 KB1133_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KB1133_SP_SET: SIDEWALK
 KB1133_STAMPING: C 8 RESET 1977
 KB1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1133
 KB1133  HISTORY     - Date     Condition        Report By
 KB1133  HISTORY     - 1977     MONUMENTED       NGS
 KB1133
 KB1133                          STATION DESCRIPTION
 KB1133
 KB1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 KB1133'IN RAMSEY.
 KB1133'LOCATED ABOUT 0.15 MILE NORTH ALONG SUPERIOR STREET FROM THE RAILROAD
 KB1133'CROSSING OF THE NORFOLK AND WESTERN RAILROAD, IN THE NORTHWEST
 KB1133'INTERSECTION OF SUPERIOR AND FIFTH STREETS, 33 FEET WEST OF THE
 KB1133'CENTERLINE OF SUPERIOR STREET, 23 FEET NORTH OF THE CENTERLINE OF
 KB1133'FIFTH STREET, 4 FEET WEST OF THE CURBING, 3.5 FEET NORTH OF THE
 KB1133'CURBING, IN CEMENT IN THE SIDEWALK IN FRONT OF THE RAMSEY NATIONAL
 KB1133'BANK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0212 ***********************************************************************
 KC0212  DESIGNATION -  C 80
 KC0212  PID         -  KC0212
 KC0212  STATE/COUNTY-  IL/SCOTT
 KC0212  USGS QUAD   -  GRIGGSVILLE (1980)
 KC0212
 KC0212                         *CURRENT SURVEY CONTROL
 KC0212  ___________________________________________________________________
 KC0212* NAD 83(1986)-  39 43 11.     (N)    090 37 49.     (W)     SCALED    
 KC0212* NAVD 88     -       133.552  (meters)     438.16   (feet)  ADJUSTED  
 KC0212  ___________________________________________________________________
 KC0212  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KC0212  DYNAMIC HT  -         133.479 (meters)     437.92  (feet)  COMP
 KC0212  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 KC0212
 KC0212  VERT ORDER  -  SECOND    CLASS 0
 KC0212
 KC0212.The horizontal coordinates were scaled from a topographic map and have
 KC0212.an estimated accuracy of +/- 6 seconds.
 KC0212
 KC0212.The orthometric height was determined by differential leveling
 KC0212.and adjusted by the National Geodetic Survey in June 1991..
 KC0212
 KC0212.The geoid height was determined by GEOID03.
 KC0212
 KC0212.The dynamic height is computed by dividing the NAVD 88
 KC0212.geopotential number by the normal gravity value computed on the
 KC0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0212.degrees latitude (g = 980.6199 gals.).
 KC0212
 KC0212.The modeled gravity was interpolated from observed gravity values.
 KC0212
 KC0212;                    North         East    Units  Estimated Accuracy
 KC0212;SPC IL W     -   338,970.      660,250.      MT  (+/- 180 meters Scaled)
 KC0212
 KC0212                          SUPERSEDED SURVEY CONTROL
 KC0212
 KC0212  NGVD 29 (??/??/92)  133.660  (m)          438.52   (f) ADJ UNCH    2 0
 KC0212
 KC0212.Superseded values are not recommended for survey control.
 KC0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0212.See file dsdata.txt to determine how the superseded data were derived.
 KC0212
 KC0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD031993(NAD 83)
 KC0212_MARKER: DB = BENCH MARK DISK
 KC0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0212_STAMPING: C 80 1935
 KC0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0212+STABILITY: SURFACE MOTION
 KC0212
 KC0212  HISTORY     - Date     Condition        Report By
 KC0212  HISTORY     - 1935     MONUMENTED       CGS
 KC0212  HISTORY     - 1944     GOOD             NGS
 KC0212  HISTORY     - 1976     MARK NOT FOUND   USGS
 KC0212
 KC0212                          STATION DESCRIPTION
 KC0212
 KC0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KC0212'1.7 MI NE FROM VALLEY CITY.
 KC0212'IN SCOTT COUNTY, 1.7 MILES NORTHEAST ALONG THE WABASH RAILWAY FROM
 KC0212'THE STATION AT VALLEY CITY, PIKE COUNTY, 21 RAILS WEST OF MILEPOST
 KC0212'472, 1.3 MILES EAST OF THE ILLINOIS RIVER BRIDGE, AND 20 FEET
 KC0212'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KC0212'C 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0212
 KC0212                          STATION RECOVERY (1976)
 KC0212
 KC0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KC0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0369 ***********************************************************************
 KC0369  DESIGNATION -  C 81
 KC0369  PID         -  KC0369
 KC0369  STATE/COUNTY-  IL/ADAMS
 KC0369  USGS QUAD   -  MARBLEHEAD (1996)
 KC0369
 KC0369                         *CURRENT SURVEY CONTROL
 KC0369  ___________________________________________________________________
 KC0369* NAD 83(1986)-  39 48 01.     (N)    091 19 53.     (W)     SCALED    
 KC0369* NAVD 88     -       146.704  (meters)     481.31   (feet)  ADJUSTED  
 KC0369  ___________________________________________________________________
 KC0369  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0369  DYNAMIC HT  -         146.625 (meters)     481.05  (feet)  COMP
 KC0369  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 KC0369
 KC0369  VERT ORDER  -  SECOND    CLASS 0
 KC0369
 KC0369.The horizontal coordinates were scaled from a topographic map and have
 KC0369.an estimated accuracy of +/- 6 seconds.
 KC0369
 KC0369.The orthometric height was determined by differential leveling
 KC0369.and adjusted by the National Geodetic Survey in June 1991..
 KC0369
 KC0369.The geoid height was determined by GEOID03.
 KC0369
 KC0369.The dynamic height is computed by dividing the NAVD 88
 KC0369.geopotential number by the normal gravity value computed on the
 KC0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0369.degrees latitude (g = 980.6199 gals.).
 KC0369
 KC0369.The modeled gravity was interpolated from observed gravity values.
 KC0369
 KC0369;                    North         East    Units  Estimated Accuracy
 KC0369;SPC IL W     -   348,460.      600,260.      MT  (+/- 180 meters Scaled)
 KC0369
 KC0369                          SUPERSEDED SURVEY CONTROL
 KC0369
 KC0369  NGVD 29 (??/??/92)  146.784  (m)          481.57   (f) ADJ UNCH    2 0
 KC0369
 KC0369.Superseded values are not recommended for survey control.
 KC0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0369.See file dsdata.txt to determine how the superseded data were derived.
 KC0369
 KC0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE428069(NAD 83)
 KC0369_MARKER: DB = BENCH MARK DISK
 KC0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0369_STAMPING: C 81 1935
 KC0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0369+STABILITY: SURFACE MOTION
 KC0369
 KC0369  HISTORY     - Date     Condition        Report By
 KC0369  HISTORY     - 1935     MONUMENTED       CGS
 KC0369  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0369
 KC0369                          STATION DESCRIPTION
 KC0369
 KC0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0369'2.1 MI NW FROM FALL CREEK.
 KC0369'2.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KC0369'RAILROAD FROM THE STATION AT FALL CREEK, ADAMS COUNTY, 19 RAILS
 KC0369'SOUTHEAST OF MILEPOST 273, 27 FEET SOUTHEAST OF THE CENTER OF A
 KC0369'FARM-ROAD CROSSING, AND 21 FEET SOUTHWEST OF THE CENTERLINE OF
 KC0369'THE TRACK.  A STANDARD DISK, STAMPED C 81 1935 AND SET IN THE TOP
 KC0369'OF A CONCRETE POST.
 KC0369
 KC0369                          STATION RECOVERY (1971)
 KC0369
 KC0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0014 ***********************************************************************
 HB0014  DESIGNATION -  C 85
 HB0014  PID         -  HB0014
 HB0014  STATE/COUNTY-  IL/WHITE
 HB0014  USGS QUAD   -  NORRIS CITY (1963)
 HB0014
 HB0014                         *CURRENT SURVEY CONTROL
 HB0014  ___________________________________________________________________
 HB0014* NAD 83(1986)-  37 58 48.     (N)    088 19 41.     (W)     SCALED    
 HB0014* NAVD 88     -       128.913  (meters)     422.94   (feet)  ADJUSTED  
 HB0014  ___________________________________________________________________
 HB0014  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 HB0014  DYNAMIC HT  -         128.826 (meters)     422.66  (feet)  COMP
 HB0014  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 HB0014
 HB0014  VERT ORDER  -  SECOND    CLASS 0
 HB0014
 HB0014.The horizontal coordinates were scaled from a topographic map and have
 HB0014.an estimated accuracy of +/- 6 seconds.
 HB0014
 HB0014.The orthometric height was determined by differential leveling
 HB0014.and adjusted by the National Geodetic Survey in June 1991..
 HB0014
 HB0014.The geoid height was determined by GEOID03.
 HB0014
 HB0014.The dynamic height is computed by dividing the NAVD 88
 HB0014.geopotential number by the normal gravity value computed on the
 HB0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0014.degrees latitude (g = 980.6199 gals.).
 HB0014
 HB0014.The modeled gravity was interpolated from observed gravity values.
 HB0014
 HB0014;                    North         East    Units  Estimated Accuracy
 HB0014;SPC IL E     -   145,760.      300,460.      MT  (+/- 180 meters Scaled)
 HB0014
 HB0014                          SUPERSEDED SURVEY CONTROL
 HB0014
 HB0014  NGVD 29 (??/??/??)  129.017  (m)          423.28   (f) ADJUSTED    2 0
 HB0014
 HB0014.Superseded values are not recommended for survey control.
 HB0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0014.See file dsdata.txt to determine how the superseded data were derived.
 HB0014
 HB0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH833044(NAD 83)
 HB0014_MARKER: DB = BENCH MARK DISK
 HB0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0014_STAMPING: C 85 1935
 HB0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0014+STABILITY: SURFACE MOTION
 HB0014
 HB0014  HISTORY     - Date     Condition        Report By
 HB0014  HISTORY     - 1935     MONUMENTED       CGS
 HB0014  HISTORY     - 1961     MARK NOT FOUND   USGS
 HB0014
 HB0014                          STATION DESCRIPTION
 HB0014
 HB0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0014'AT NORRIS CITY.
 HB0014'AT NORRIS CITY, WHITE COUNTY, ON THE BALTIMORE AND OHIO RAILWAY,
 HB0014'8 RAILS SOUTH OF THE STATION, 4-1/2 RAILS SOUTH OF THE CROSSING
 HB0014'OF U.S. HIGHWAY 45, AND 18 FEET WEST OF THE TRACK.  A STANDARD
 HB0014'DISK, STAMPED C 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0014
 HB0014                          STATION RECOVERY (1961)
 HB0014
 HB0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HB0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0273 ***********************************************************************
 KB0273  DESIGNATION -  C 86
 KB0273  PID         -  KB0273
 KB0273  STATE/COUNTY-  IL/CUMBERLAND
 KB0273  USGS QUAD   -  GREENUP (1985)
 KB0273
 KB0273                         *CURRENT SURVEY CONTROL
 KB0273  ___________________________________________________________________
 KB0273* NAD 83(1986)-  39 14 40.     (N)    088 08 46.     (W)     SCALED    
 KB0273* NAVD 88     -       182.159  (meters)     597.63   (feet)  ADJUSTED  
 KB0273  ___________________________________________________________________
 KB0273  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0273  DYNAMIC HT  -         182.052 (meters)     597.28  (feet)  COMP
 KB0273  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 KB0273
 KB0273  VERT ORDER  -  FIRST     CLASS II
 KB0273
 KB0273.The horizontal coordinates were scaled from a topographic map and have
 KB0273.an estimated accuracy of +/- 6 seconds.
 KB0273
 KB0273.The orthometric height was determined by differential leveling
 KB0273.and adjusted by the National Geodetic Survey in June 1991..
 KB0273
 KB0273.The geoid height was determined by GEOID03.
 KB0273
 KB0273.The dynamic height is computed by dividing the NAVD 88
 KB0273.geopotential number by the normal gravity value computed on the
 KB0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0273.degrees latitude (g = 980.6199 gals.).
 KB0273
 KB0273.The modeled gravity was interpolated from observed gravity values.
 KB0273
 KB0273;                    North         East    Units  Estimated Accuracy
 KB0273;SPC IL E     -   286,130.      316,160.      MT  (+/- 180 meters Scaled)
 KB0273
 KB0273                          SUPERSEDED SURVEY CONTROL
 KB0273
 KB0273  NGVD 29 (??/??/92)  182.218  (m)          597.83   (f) ADJ UNCH    1 2
 KB0273
 KB0273.Superseded values are not recommended for survey control.
 KB0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0273.See file dsdata.txt to determine how the superseded data were derived.
 KB0273
 KB0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ010445(NAD 83)
 KB0273_MARKER: DB = BENCH MARK DISK
 KB0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0273_STAMPING: C 86 1935
 KB0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0273+STABILITY: SURFACE MOTION
 KB0273
 KB0273  HISTORY     - Date     Condition        Report By
 KB0273  HISTORY     - 1935     MONUMENTED       CGS
 KB0273  HISTORY     - 1959     GOOD             NGS
 KB0273  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0273  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0273
 KB0273                          STATION DESCRIPTION
 KB0273
 KB0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KB0273'1.3 MI NE FROM GREENUP.
 KB0273'ABOUT 1.3 MILES NORTHEAST ALONG THE PENNSYLANIA RAILROAD FROM
 KB0273'THE OVERPASS OVER THE ILLINOIS CENTRAL RAILROAD AT GREENUP, ABOUT
 KB0273'0.3 MILE EAST OF THE OVERPASS OF STATE HIGHWAY 130 OVER THE
 KB0273'TRACKS, ABOUT 325 YARDS WEST-SOUTHWEST OF MILE POST 117, AT THE
 KB0273'CROSSING OF AN EAST-WEST GRAVEL ROAD, 42 FEET NORTH-NORTHWEST OF
 KB0273'THE NEAR RAIL OF THE TRACK, 30 FEET SOUTH OF THE CENTER LINE OF
 KB0273'THE EAST-WEST GRAVEL ROAD, 108 FEET WEST-SOUTHWEST OF THE
 KB0273'CROSSING SIGN, 10 FEET WEST-SOUTHWEST OF THE FIRST TELEPHONE
 KB0273'POLE WEST OF THE CROSSING, 5 FEET SOUTH-SOUTHEAST OF A FENCE, 1
 KB0273'FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 KB0273'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KB0273'PROJECTING 2 INCHES.
 KB0273
 KB0273                          STATION RECOVERY (1983)
 KB0273
 KB0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0273'MARK NOT FOUND.
 KB0273
 KB0273                          STATION RECOVERY (2005)
 KB0273
 KB0273'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0186 ***********************************************************************
 KB0186  DESIGNATION -  C 87
 KB0186  PID         -  KB0186
 KB0186  STATE/COUNTY-  IL/COLES
 KB0186  USGS QUAD   -  CHARLESTON SOUTH (1984)
 KB0186
 KB0186                         *CURRENT SURVEY CONTROL
 KB0186  ___________________________________________________________________
 KB0186* NAD 83(1986)-  39 29 36.     (N)    088 10 27.     (W)     SCALED    
 KB0186* NAVD 88     -       203.925  (meters)     669.04   (feet)  ADJUSTED  
 KB0186  ___________________________________________________________________
 KB0186  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0186  DYNAMIC HT  -         203.810 (meters)     668.67  (feet)  COMP
 KB0186  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 KB0186
 KB0186  VERT ORDER  -  FIRST     CLASS II
 KB0186
 KB0186.The horizontal coordinates were scaled from a topographic map and have
 KB0186.an estimated accuracy of +/- 6 seconds.
 KB0186
 KB0186.The orthometric height was determined by differential leveling
 KB0186.and adjusted by the National Geodetic Survey in June 1991..
 KB0186
 KB0186.The geoid height was determined by GEOID03.
 KB0186
 KB0186.The dynamic height is computed by dividing the NAVD 88
 KB0186.geopotential number by the normal gravity value computed on the
 KB0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0186.degrees latitude (g = 980.6199 gals.).
 KB0186
 KB0186.The modeled gravity was interpolated from observed gravity values.
 KB0186
 KB0186;                    North         East    Units  Estimated Accuracy
 KB0186;SPC IL E     -   313,760.      313,690.      MT  (+/- 180 meters Scaled)
 KB0186
 KB0186                          SUPERSEDED SURVEY CONTROL
 KB0186
 KB0186  NGVD 29 (??/??/92)  203.995  (m)          669.27   (f) ADJ UNCH    1 2
 KB0186
 KB0186.Superseded values are not recommended for survey control.
 KB0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0186.See file dsdata.txt to determine how the superseded data were derived.
 KB0186
 KB0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ990721(NAD 83)
 KB0186_MARKER: DB = BENCH MARK DISK
 KB0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0186_STAMPING: C 87 1935
 KB0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0186+STABILITY: SURFACE MOTION
 KB0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0186+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 KB0186
 KB0186  HISTORY     - Date     Condition        Report By
 KB0186  HISTORY     - 1935     MONUMENTED       CGS
 KB0186  HISTORY     - 1956     GOOD             NGS
 KB0186  HISTORY     - 1973     MARK NOT FOUND   NGS
 KB0186  HISTORY     - 20050302 GOOD             ILDT
 KB0186
 KB0186                          STATION DESCRIPTION
 KB0186
 KB0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0186'AT CHARLESTON.
 KB0186'AT CHARLESTON, AT INTERSECTION OF SIXTH STREET AND VAN BUREN
 KB0186'STREET, ONE BLOCK SOUTH OF SOUTHWEST CORNER OF COURT HOUSE SQUARE,
 KB0186'16 1/2 FEET WEST OF WEST CURB OF SIXTH STREET, 44.7 FEET NORTHEAST
 KB0186'OF NORTHEAST CORNER OF PUBLIC LIBRARY, 46 FEET SOUTH OF SOUTH
 KB0186'CURB OF VAN BUREN STREET, 19.6 FEET SOUTH OF SOUTH CORNER OF BRICK
 KB0186'ARCH OVER WALK LEADING SOUTHWEST TO LIBRARY, ABOUT 1/3 FOOT ABOVE
 KB0186'LEVEL OF SIDE WALK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KB0186'FLUSH WITH GROUND.
 KB0186
 KB0186                          STATION RECOVERY (1973)
 KB0186
 KB0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0186'MARK NOT FOUND.
 KB0186
 KB0186                          STATION RECOVERY (2005)
 KB0186
 KB0186'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0464 ***********************************************************************
 KB0464  DESIGNATION -  C 88
 KB0464  PID         -  KB0464
 KB0464  STATE/COUNTY-  IL/SHELBY
 KB0464  USGS QUAD   -  SHELBYVILLE (1981)
 KB0464
 KB0464                         *CURRENT SURVEY CONTROL
 KB0464  ___________________________________________________________________
 KB0464* NAD 83(1986)-  39 24 01.     (N)    088 50 37.     (W)     SCALED    
 KB0464* NAVD 88     -       186.146  (meters)     610.71   (feet)  ADJUSTED  
 KB0464  ___________________________________________________________________
 KB0464  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KB0464  DYNAMIC HT  -         186.038 (meters)     610.36  (feet)  COMP
 KB0464  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 KB0464
 KB0464  VERT ORDER  -  SECOND    CLASS 0
 KB0464
 KB0464.The horizontal coordinates were scaled from a topographic map and have
 KB0464.an estimated accuracy of +/- 6 seconds.
 KB0464
 KB0464.The orthometric height was determined by differential leveling
 KB0464.and adjusted by the National Geodetic Survey in June 1991..
 KB0464
 KB0464.The geoid height was determined by GEOID03.
 KB0464
 KB0464.The dynamic height is computed by dividing the NAVD 88
 KB0464.geopotential number by the normal gravity value computed on the
 KB0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0464.degrees latitude (g = 980.6199 gals.).
 KB0464
 KB0464.The modeled gravity was interpolated from observed gravity values.
 KB0464
 KB0464;                    North         East    Units  Estimated Accuracy
 KB0464;SPC IL E     -   303,540.      256,050.      MT  (+/- 180 meters Scaled)
 KB0464
 KB0464                          SUPERSEDED SURVEY CONTROL
 KB0464
 KB0464  NGVD 29 (??/??/92)  186.230  (m)          610.99   (f) ADJ UNCH    2 0
 KB0464
 KB0464.Superseded values are not recommended for survey control.
 KB0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0464.See file dsdata.txt to determine how the superseded data were derived.
 KB0464
 KB0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ412628(NAD 83)
 KB0464_MARKER: DB = BENCH MARK DISK
 KB0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0464_STAMPING: C 88 1935
 KB0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0464+STABILITY: SURFACE MOTION
 KB0464
 KB0464  HISTORY     - Date     Condition        Report By
 KB0464  HISTORY     - 1935     MONUMENTED       CGS
 KB0464  HISTORY     - 1973     GOOD             ILDT
 KB0464  HISTORY     - 20041118 MARK NOT FOUND   ILDT
 KB0464
 KB0464                          STATION DESCRIPTION
 KB0464
 KB0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0464'2.8 MI W FROM SHELBYVILLE.
 KB0464'2.8 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KB0464'ST. LOUIS RAILWAY FROM THE STATION AT SHELBYVILLE, SHELBY COUNTY,
 KB0464'4 POLES WEST OF SIGNAL 1541, 40 FEET EAST OF A ROAD CROSSING,
 KB0464'AND 40 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED C 88
 KB0464'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0464
 KB0464                          STATION RECOVERY (1973)
 KB0464
 KB0464'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0464'RECOVERED IN GOOD CONDITION.
 KB0464
 KB0464                          STATION RECOVERY (2004)
 KB0464
 KB0464'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3253 ***********************************************************************
 ME3253  DESIGNATION -  C 9
 ME3253  PID         -  ME3253
 ME3253  STATE/COUNTY-  IL/COOK
 ME3253  USGS QUAD   -  JACKSON PARK (1993)
 ME3253
 ME3253                         *CURRENT SURVEY CONTROL
 ME3253  ___________________________________________________________________
 ME3253* NAD 83(1997)-  41 52 37.66719(N)    087 36 36.44154(W)     ADJUSTED  
 ME3253* NAVD 88     -       178.5    (meters)     586.     (feet)  VERTCON   
 ME3253  ___________________________________________________________________
 ME3253  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 ME3253  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME3253
 ME3253  HORZ ORDER  -  SECOND
 ME3253
 ME3253.The horizontal coordinates were established by classical geodetic methods
 ME3253.and adjusted by the National Geodetic Survey in October 1999..
 ME3253
 ME3253.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3253
 ME3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3253
 ME3253.The geoid height was determined by GEOID03.
 ME3253
 ME3253;                    North         East     Units Scale Factor Converg.
 ME3253;SPC IL E     -   578,708.418   360,032.361   MT  1.00001933   +0 28 58.0
 ME3253;SPC IL E     - 1,898,645.87  1,181,206.17   sFT  1.00001933   +0 28 58.0
 ME3253;UTM  16      - 4,636,314.169   449,373.899   MT  0.99963154   -0 24 26.2
 ME3253
 ME3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3253!SPC IL E     -   0.99997727  x   1.00001933  =   0.99999660
 ME3253!UTM  16      -   0.99997727  x   0.99963154  =   0.99960882
 ME3253
 ME3253:                Primary Azimuth Mark                     Grid Az
 ME3253:SPC IL E     -  C 8                                      000 10 33.6
 ME3253:UTM  16      -  C 8                                      001 03 57.8
 ME3253
 ME3253|---------------------------------------------------------------------|
 ME3253| PID    Reference Object                     Distance      Geod. Az  |
 ME3253|                                                           dddmmss.s |
 ME3253| ME3252 C 8                                 420.762 METERS 0003931.6 |
 ME3253| ME3271 PIER LIGHT 3 C                      APPROX. 1.4 KM 0264352.9 |
 ME3253| ME3230 ADLER PLANETARIUM TOP LT            APPROX. 1.2 KM 1665406.5 |
 ME3253|---------------------------------------------------------------------|
 ME3253
 ME3253                          SUPERSEDED SURVEY CONTROL
 ME3253
 ME3253  NAD 83(1997)-  41 52 37.66741(N)    087 36 36.44195(W) AD(       ) 2
 ME3253  NAD 83(1997)-  41 52 37.67188(N)    087 36 36.45373(W) AD(       ) 2
 ME3253  NAD 83(1986)-  41 52 37.67171(N)    087 36 36.45244(W) AD(       ) 2
 ME3253  NGVD 29 (08/23/90)  178.6    (m)          586.     (f) VERT ANG       
 ME3253
 ME3253.Superseded values are not recommended for survey control.
 ME3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3253.See file dsdata.txt to determine how the superseded data were derived.
 ME3253
 ME3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4937436314(NAD 83)
 ME3253_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3253_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3253+WITH SETTING: PAVEMENT
 ME3253_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3253+STABILITY: SURFACE MOTION
 ME3253
 ME3253  HISTORY     - Date     Condition        Report By
 ME3253  HISTORY     - 1983     MONUMENTED       IL1670
 ME3253
 ME3253                          STATION DESCRIPTION
 ME3253
 ME3253'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3253'THE STATION IS IN DOWNTOWN CHICAGO ON THE CONCRETE BREAKWATER ALONG
 ME3253'THE EAST SIDE OF CHICAGO HARBOR.  IT IS ABOUT 835 M (915 YARDS)
 ME3253'SOUTH OF THE PIER THAT LEADS OUT TO THE BREAKWATER AND JUST NORTH
 ME3253'OF THE SOUTH END OF THE BREAKWATER AND A NAVIGATION LIGHT ON A
 ME3253'TOWER.
 ME3253'
 ME3253'TO REACH THE STATION FROM THE WEST END OF THE PIER AT CHICAGO
 ME3253'HARBOR, WALK EAST ON PIER TO THE BREAKWATER.  WALK SOUTH ALONG
 ME3253'BREAKWATER TO THE SOUTH END AND THE STATION.
 ME3253'
 ME3253'THE STATION IS A STANDARD COC DISK STAMPED---C9 1983---CEMENTED
 ME3253'INTO A DRILL HOLE IN CONCRETE BREAKWATER.  IT IS 26.25 M (86.1 FT)
 ME3253'NORTH OF THE SOUTH END OF THE BREAKWATER, 0.73 M (2.4 FT) WEST OF
 ME3253'THE EDGE OF THE BREAKWATER AND 0.73 M (2.4 FT) EAST OF THE
 ME3253'EDGE OF THE BREAKWATER.
 ME3253'
 ME3253'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0135 ***********************************************************************
 JB0135  DESIGNATION -  C 90
 JB0135  PID         -  JB0135
 JB0135  STATE/COUNTY-  IL/JASPER
 JB0135  USGS QUAD   -  STE MARIE (1985)
 JB0135
 JB0135                         *CURRENT SURVEY CONTROL
 JB0135  ___________________________________________________________________
 JB0135* NAD 83(1986)-  38 59 11.     (N)    088 06 30.     (W)     SCALED    
 JB0135* NAVD 88     -       145.853  (meters)     478.52   (feet)  ADJUSTED  
 JB0135  ___________________________________________________________________
 JB0135  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JB0135  DYNAMIC HT  -         145.766 (meters)     478.23  (feet)  COMP
 JB0135  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 JB0135
 JB0135  VERT ORDER  -  SECOND    CLASS 0
 JB0135
 JB0135.The horizontal coordinates were scaled from a topographic map and have
 JB0135.an estimated accuracy of +/- 6 seconds.
 JB0135
 JB0135.The orthometric height was determined by differential leveling
 JB0135.and adjusted by the National Geodetic Survey in June 1991..
 JB0135
 JB0135.The geoid height was determined by GEOID03.
 JB0135
 JB0135.The dynamic height is computed by dividing the NAVD 88
 JB0135.geopotential number by the normal gravity value computed on the
 JB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0135.degrees latitude (g = 980.6199 gals.).
 JB0135
 JB0135.The modeled gravity was interpolated from observed gravity values.
 JB0135
 JB0135;                    North         East    Units  Estimated Accuracy
 JB0135;SPC IL E     -   257,490.      319,490.      MT  (+/- 180 meters Scaled)
 JB0135
 JB0135                          SUPERSEDED SURVEY CONTROL
 JB0135
 JB0135  NGVD 29 (??/??/92)  145.963  (m)          478.88   (f) ADJ UNCH    2 0
 JB0135
 JB0135.Superseded values are not recommended for survey control.
 JB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0135.See file dsdata.txt to determine how the superseded data were derived.
 JB0135
 JB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ040158(NAD 83)
 JB0135_MARKER: DB = BENCH MARK DISK
 JB0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0135_STAMPING: C 90 1935
 JB0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0135+STABILITY: SURFACE MOTION
 JB0135
 JB0135  HISTORY     - Date     Condition        Report By
 JB0135  HISTORY     - 1935     MONUMENTED       CGS
 JB0135  HISTORY     - 1943     GOOD             NGS
 JB0135  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0135
 JB0135                          STATION DESCRIPTION
 JB0135
 JB0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JB0135'2.8 MI E FROM NEWTON.
 JB0135'2.8 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0135'STATION AT NEWTON, JASPER COUNTY, ABOUT 1/2 MILE EAST OF MILEPOST
 JB0135'E 26 = I 151, 0.3 MILE EAST OF BRIDGE NO. X 151.0 OVER EMBARRASS
 JB0135'RIVER, 110 YARDS EAST OF A PRIVATE-ROAD CROSSING, 35 YARDS WEST
 JB0135'OF BRIDGE NO. X 150.5, AND 16 YARDS NORTH OF THE CENTERLINE OF
 JB0135'THE TRACK.  A STANDARD DISK, STAMPED C 90 1935 AND SET IN THE
 JB0135'TOP OF A CONCRETE POST.
 JB0135
 JB0135                          STATION RECOVERY (1983)
 JB0135
 JB0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0060 ***********************************************************************
 JB0060  DESIGNATION -  C 91
 JB0060  PID         -  JB0060
 JB0060  STATE/COUNTY-  IL/RICHLAND
 JB0060  USGS QUAD   -  OLNEY (1971)
 JB0060
 JB0060                         *CURRENT SURVEY CONTROL
 JB0060  ___________________________________________________________________
 JB0060* NAD 83(1986)-  38 41 28.     (N)    088 03 59.     (W)     SCALED    
 JB0060* NAVD 88     -       141.910  (meters)     465.58   (feet)  ADJUSTED  
 JB0060  ___________________________________________________________________
 JB0060  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB0060  DYNAMIC HT  -         141.823 (meters)     465.30  (feet)  COMP
 JB0060  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 JB0060
 JB0060  VERT ORDER  -  SECOND    CLASS 0
 JB0060
 JB0060.The horizontal coordinates were scaled from a topographic map and have
 JB0060.an estimated accuracy of +/- 6 seconds.
 JB0060
 JB0060.The orthometric height was determined by differential leveling
 JB0060.and adjusted by the National Geodetic Survey in June 1991..
 JB0060
 JB0060.The geoid height was determined by GEOID03.
 JB0060
 JB0060.The dynamic height is computed by dividing the NAVD 88
 JB0060.geopotential number by the normal gravity value computed on the
 JB0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0060.degrees latitude (g = 980.6199 gals.).
 JB0060
 JB0060.The modeled gravity was interpolated from observed gravity values.
 JB0060
 JB0060;                    North         East    Units  Estimated Accuracy
 JB0060;SPC IL E     -   224,720.      323,220.      MT  (+/- 180 meters Scaled)
 JB0060
 JB0060                          SUPERSEDED SURVEY CONTROL
 JB0060
 JB0060  NGVD 29 (??/??/92)  142.010  (m)          465.91   (f) ADJ UNCH    2 0
 JB0060
 JB0060.Superseded values are not recommended for survey control.
 JB0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0060.See file dsdata.txt to determine how the superseded data were derived.
 JB0060
 JB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH072830(NAD 83)
 JB0060_MARKER: DB = BENCH MARK DISK
 JB0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0060_STAMPING: C 91 1935
 JB0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0060+STABILITY: SURFACE MOTION
 JB0060
 JB0060  HISTORY     - Date     Condition        Report By
 JB0060  HISTORY     - 1935     MONUMENTED       CGS
 JB0060  HISTORY     - 1971     MARK NOT FOUND   NGS
 JB0060
 JB0060                          STATION DESCRIPTION
 JB0060
 JB0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0060'2.8 MI S FROM OLNEY.
 JB0060'2.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0060'STATION AT OLNEY, RICHLAND COUNTY, 0.3 MILE SOUTH OF MILEPOST
 JB0060'P 182, ONE RAIL SOUTH OF BRIDGE 182.2, AND 25 FEET WEST OF THE
 JB0060'TRACK.  A STANDARD DISK, STAMPED C 91 1935 AND SET IN THE TOP
 JB0060'OF A CONCRETE POST.
 JB0060
 JB0060                          STATION RECOVERY (1971)
 JB0060
 JB0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0727 ***********************************************************************
 KB0727  DESIGNATION -  C 93
 KB0727  PID         -  KB0727
 KB0727  STATE/COUNTY-  IL/CHRISTIAN
 KB0727  USGS QUAD   -  OHLMAN (1982)
 KB0727
 KB0727                         *CURRENT SURVEY CONTROL
 KB0727  ___________________________________________________________________
 KB0727* NAD 83(1986)-  39 21 37.     (N)    089 11 44.     (W)     SCALED    
 KB0727* NAVD 88     -       215.424  (meters)     706.77   (feet)  ADJUSTED  
 KB0727  ___________________________________________________________________
 KB0727  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KB0727  DYNAMIC HT  -         215.297 (meters)     706.35  (feet)  COMP
 KB0727  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 KB0727
 KB0727  VERT ORDER  -  SECOND    CLASS 0
 KB0727
 KB0727.The horizontal coordinates were scaled from a topographic map and have
 KB0727.an estimated accuracy of +/- 6 seconds.
 KB0727
 KB0727.The orthometric height was determined by differential leveling
 KB0727.and adjusted by the National Geodetic Survey in June 1991..
 KB0727
 KB0727.The geoid height was determined by GEOID03.
 KB0727
 KB0727.The dynamic height is computed by dividing the NAVD 88
 KB0727.geopotential number by the normal gravity value computed on the
 KB0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0727.degrees latitude (g = 980.6199 gals.).
 KB0727
 KB0727.The modeled gravity was interpolated from observed gravity values.
 KB0727
 KB0727;                    North         East    Units  Estimated Accuracy
 KB0727;SPC IL W     -   299,410.      783,690.      MT  (+/- 180 meters Scaled)
 KB0727
 KB0727                          SUPERSEDED SURVEY CONTROL
 KB0727
 KB0727  NGVD 29 (??/??/92)  215.513  (m)          707.06   (f) ADJ UNCH    2 0
 KB0727
 KB0727.Superseded values are not recommended for survey control.
 KB0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0727.See file dsdata.txt to determine how the superseded data were derived.
 KB0727
 KB0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ108590(NAD 83)
 KB0727_MARKER: DB = BENCH MARK DISK
 KB0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0727_STAMPING: C 93 1935
 KB0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0727+STABILITY: SURFACE MOTION
 KB0727
 KB0727  HISTORY     - Date     Condition        Report By
 KB0727  HISTORY     - 1935     MONUMENTED       CGS
 KB0727  HISTORY     - 1951     GOOD             NGS
 KB0727
 KB0727                          STATION DESCRIPTION
 KB0727
 KB0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KB0727'1.6 MI NE FROM OHLMAN.
 KB0727'IN CHRISTIAN COUNTY, 1.6 MILES NORTHEAST ALONG THE CLEVELAND,
 KB0727'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION AT
 KB0727'OHLMAN, MONTGOMERY COUNTY, AT POLE 173/25, ONE RAIL SOUTHWEST
 KB0727'OF A ROAD CROSSING, 25 FEET NORTHWEST OF THE TRACK, AND 4 FEET
 KB0727'SOUTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED C 93 1935
 KB0727'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED
 KB0727'IN APRIL 1951 THAT THE POST HAS BEEN PUSHED OVER AND IS LEANING
 KB0727'AT A 45 DEG ANGLE WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0846 ***********************************************************************
 KB0846  DESIGNATION -  C 94
 KB0846  PID         -  KB0846
 KB0846  STATE/COUNTY-  IL/MONTGOMERY
 KB0846  USGS QUAD   -  LITCHFIELD (1974)
 KB0846
 KB0846                         *CURRENT SURVEY CONTROL
 KB0846  ___________________________________________________________________
 KB0846* NAD 83(1986)-  39 10 35.     (N)    089 39 46.     (W)     SCALED    
 KB0846* NAVD 88     -       210.414  (meters)     690.33   (feet)  ADJUSTED  
 KB0846  ___________________________________________________________________
 KB0846  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KB0846  DYNAMIC HT  -         210.293 (meters)     689.94  (feet)  COMP
 KB0846  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 KB0846
 KB0846  VERT ORDER  -  SECOND    CLASS 0
 KB0846
 KB0846.The horizontal coordinates were scaled from a topographic map and have
 KB0846.an estimated accuracy of +/- 6 seconds.
 KB0846
 KB0846.The orthometric height was determined by differential leveling
 KB0846.and adjusted by the National Geodetic Survey in June 1991..
 KB0846
 KB0846.The geoid height was determined by GEOID03.
 KB0846
 KB0846.The dynamic height is computed by dividing the NAVD 88
 KB0846.geopotential number by the normal gravity value computed on the
 KB0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0846.degrees latitude (g = 980.6199 gals.).
 KB0846
 KB0846.The modeled gravity was interpolated from observed gravity values.
 KB0846
 KB0846;                    North         East    Units  Estimated Accuracy
 KB0846;SPC IL W     -   278,670.      743,540.      MT  (+/- 180 meters Scaled)
 KB0846
 KB0846                          SUPERSEDED SURVEY CONTROL
 KB0846
 KB0846  NGVD 29 (??/??/92)  210.542  (m)          690.75   (f) ADJ UNCH    2 0
 KB0846
 KB0846.Superseded values are not recommended for survey control.
 KB0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0846.See file dsdata.txt to determine how the superseded data were derived.
 KB0846
 KB0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ699397(NAD 83)
 KB0846_MARKER: DB = BENCH MARK DISK
 KB0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0846_STAMPING: C 94 1935
 KB0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0846+STABILITY: SURFACE MOTION
 KB0846
 KB0846  HISTORY     - Date     Condition        Report By
 KB0846  HISTORY     - UNK      MONUMENTED       CGS
 KB0846  HISTORY     - 1935     GOOD             NGS
 KB0846  HISTORY     - 1944     GOOD             NGS
 KB0846
 KB0846                          STATION DESCRIPTION
 KB0846
 KB0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0846'AT LITCHFIELD.
 KB0846'AT LITCHFIELD, MONTGOMERY COUNTY, IN THE WABASH RAILROAD PARK,
 KB0846'32 FEET SOUTH OF THE SOUTH END OF THE STATION, 2 FEET EAST OF THE
 KB0846'EAST SIDE OF THE PASSENGER PLATFORM, TWO RAILS NORTH OF KIRKHAM
 KB0846'STREET, AND 28 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 KB0846'STAMPED C 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0846
 KB0846                          STATION RECOVERY (1944)
 KB0846
 KB0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 KB0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0150 ***********************************************************************
 JC0150  DESIGNATION -  C 95
 JC0150  PID         -  JC0150
 JC0150  STATE/COUNTY-  IL/MADISON
 JC0150  USGS QUAD   -  MONKS MOUND (1993)
 JC0150
 JC0150                         *CURRENT SURVEY CONTROL
 JC0150  ___________________________________________________________________
 JC0150* NAD 83(1986)-  38 43 59.     (N)    090 07 25.     (W)     SCALED    
 JC0150* NAVD 88     -       129.218  (meters)     423.94   (feet)  ADJUSTED  
 JC0150  ___________________________________________________________________
 JC0150  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JC0150  DYNAMIC HT  -         129.137 (meters)     423.68  (feet)  COMP
 JC0150  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JC0150
 JC0150  VERT ORDER  -  SECOND    CLASS 0
 JC0150
 JC0150.The horizontal coordinates were scaled from a topographic map and have
 JC0150.an estimated accuracy of +/- 6 seconds.
 JC0150
 JC0150.The orthometric height was determined by differential leveling
 JC0150.and adjusted by the National Geodetic Survey in June 1991..
 JC0150
 JC0150.The geoid height was determined by GEOID03.
 JC0150
 JC0150.The dynamic height is computed by dividing the NAVD 88
 JC0150.geopotential number by the normal gravity value computed on the
 JC0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0150.degrees latitude (g = 980.6199 gals.).
 JC0150
 JC0150.The modeled gravity was interpolated from observed gravity values.
 JC0150
 JC0150;                    North         East    Units  Estimated Accuracy
 JC0150;SPC IL W     -   229,340.      703,740.      MT  (+/- 180 meters Scaled)
 JC0150
 JC0150                          SUPERSEDED SURVEY CONTROL
 JC0150
 JC0150  NGVD 29 (??/??/92)  129.335  (m)          424.33   (f) ADJ UNCH    2 0
 JC0150
 JC0150.Superseded values are not recommended for survey control.
 JC0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0150.See file dsdata.txt to determine how the superseded data were derived.
 JC0150
 JC0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC500910(NAD 83)
 JC0150_MARKER: DB = BENCH MARK DISK
 JC0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0150_STAMPING: C 95 1935
 JC0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0150+STABILITY: SURFACE MOTION
 JC0150
 JC0150  HISTORY     - Date     Condition        Report By
 JC0150  HISTORY     - 1935     MONUMENTED       CGS
 JC0150
 JC0150                          STATION DESCRIPTION
 JC0150
 JC0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0150'AT NAMEOKI.
 JC0150'AT NAMEOKI, MADISON COUNTY, ON THE WABASH RAILROAD, 1-1/2 RAILS
 JC0150'SOUTH OF THE STATION, 6 RAILS NORTH OF A STREET CROSSING, 30
 JC0150'FEET WEST OF THE TRACK, AND 45 FEET EAST OF THE CLEVELAND,
 JC0150'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY TRACK.  A STANDARD
 JC0150'DISK, STAMPED C 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0859 ***********************************************************************
 KB0859  DESIGNATION -  C 96
 KB0859  PID         -  KB0859
 KB0859  STATE/COUNTY-  IL/MACOUPIN
 KB0859  USGS QUAD   -  VIRDEN SOUTH (1979)
 KB0859
 KB0859                         *CURRENT SURVEY CONTROL
 KB0859  ___________________________________________________________________
 KB0859* NAD 83(1986)-  39 26 52.     (N)    089 46 34.     (W)     SCALED    
 KB0859* NAVD 88     -       204.346  (meters)     670.43   (feet)  ADJUSTED  
 KB0859  ___________________________________________________________________
 KB0859  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KB0859  DYNAMIC HT  -         204.232 (meters)     670.05  (feet)  COMP
 KB0859  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 KB0859
 KB0859  VERT ORDER  -  SECOND    CLASS 0
 KB0859
 KB0859.The horizontal coordinates were scaled from a topographic map and have
 KB0859.an estimated accuracy of +/- 6 seconds.
 KB0859
 KB0859.The orthometric height was determined by differential leveling
 KB0859.and adjusted by the National Geodetic Survey in June 1991..
 KB0859
 KB0859.The geoid height was determined by GEOID03.
 KB0859
 KB0859.The dynamic height is computed by dividing the NAVD 88
 KB0859.geopotential number by the normal gravity value computed on the
 KB0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0859.degrees latitude (g = 980.6199 gals.).
 KB0859
 KB0859.The modeled gravity was interpolated from observed gravity values.
 KB0859
 KB0859;                    North         East    Units  Estimated Accuracy
 KB0859;SPC IL W     -   308,750.      733,620.      MT  (+/- 180 meters Scaled)
 KB0859
 KB0859                          SUPERSEDED SURVEY CONTROL
 KB0859
 KB0859  NGVD 29 (??/??/92)  204.467  (m)          670.82   (f) ADJ UNCH    2 0
 KB0859
 KB0859.Superseded values are not recommended for survey control.
 KB0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0859.See file dsdata.txt to determine how the superseded data were derived.
 KB0859
 KB0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ611701(NAD 83)
 KB0859_MARKER: DB = BENCH MARK DISK
 KB0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0859_STAMPING: C 96 1935
 KB0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0859+STABILITY: SURFACE MOTION
 KB0859
 KB0859  HISTORY     - Date     Condition        Report By
 KB0859  HISTORY     - 1935     MONUMENTED       CGS
 KB0859  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0859
 KB0859                          STATION DESCRIPTION
 KB0859
 KB0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0859'AT GIRARD.
 KB0859'AT GIRARD, MACOUPIN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 KB0859'RAILROAD, ABOUT 200 YARDS NORTH OF THE STATION, 110 YARDS SOUTH
 KB0859'OF THE OLD ALTON RAILROAD CROSSING, AT A STREET CROSSING, 6 YARDS
 KB0859'SOUTH OF THE CENTERLINE OF THE STREET, AND 4 YARDS WEST OF THE
 KB0859'CENTERLINE OF THE SOUTHBOUND TRACK.  A STANDARD DISK, STAMPED C
 KB0859'96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0859
 KB0859                          STATION RECOVERY (1976)
 KB0859
 KB0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1050 ***********************************************************************
 HB1050  DESIGNATION -  C 97
 HB1050  PID         -  HB1050
 HB1050  STATE/COUNTY-  IL/RANDOLPH
 HB1050  USGS QUAD   -  CHESTER (1993)
 HB1050
 HB1050                         *CURRENT SURVEY CONTROL
 HB1050  ___________________________________________________________________
 HB1050* NAD 83(1986)-  37 55 49.     (N)    089 52 10.     (W)     SCALED    
 HB1050* NAVD 88     -       113.119  (meters)     371.12   (feet)  ADJUSTED  
 HB1050  ___________________________________________________________________
 HB1050  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HB1050  DYNAMIC HT  -         113.041 (meters)     370.87  (feet)  COMP
 HB1050  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 HB1050
 HB1050  VERT ORDER  -  SECOND    CLASS 0
 HB1050
 HB1050.The horizontal coordinates were scaled from a topographic map and have
 HB1050.an estimated accuracy of +/- 6 seconds.
 HB1050
 HB1050.The orthometric height was determined by differential leveling
 HB1050.and adjusted by the National Geodetic Survey in June 1991..
 HB1050
 HB1050.The geoid height was determined by GEOID03.
 HB1050
 HB1050.The dynamic height is computed by dividing the NAVD 88
 HB1050.geopotential number by the normal gravity value computed on the
 HB1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1050.degrees latitude (g = 980.6199 gals.).
 HB1050
 HB1050.The modeled gravity was interpolated from observed gravity values.
 HB1050
 HB1050;                    North         East    Units  Estimated Accuracy
 HB1050;SPC IL W     -   140,270.      726,130.      MT  (+/- 180 meters Scaled)
 HB1050
 HB1050                          SUPERSEDED SURVEY CONTROL
 HB1050
 HB1050  NGVD 29 (??/??/??)  113.219  (m)          371.45   (f) ADJUSTED    2 0
 HB1050
 HB1050.Superseded values are not recommended for survey control.
 HB1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1050.See file dsdata.txt to determine how the superseded data were derived.
 HB1050
 HB1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH478019(NAD 83)
 HB1050_MARKER: DB = BENCH MARK DISK
 HB1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1050_STAMPING: C 97 1935
 HB1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1050+STABILITY: SURFACE MOTION
 HB1050
 HB1050  HISTORY     - Date     Condition        Report By
 HB1050  HISTORY     - 1935     MONUMENTED       CGS
 HB1050  HISTORY     - 1968     MARK NOT FOUND   USGS
 HB1050
 HB1050                          STATION DESCRIPTION
 HB1050
 HB1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1050'2 MI N FROM MENARD.
 HB1050'2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB1050'STATION AT MENARD, RANDOLPH COUNTY, AT POLE 58/18, 50 FEET EAST
 HB1050'OF THE CENTERLINE OF THE MAIN TRACK, AND 75 FEET WEST OF A ROAD.
 HB1050'A STANDARD DISK, STAMPED C 97 1935 AND SET IN THE TOP OF A CONCRETE
 HB1050'POST.  NOTE-- TRACK HAS BEEN RELOCATED.
 HB1050
 HB1050                          STATION RECOVERY (1968)
 HB1050
 HB1050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HB1050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1075 ***********************************************************************
 HB1075  DESIGNATION -  C 98
 HB1075  PID         -  HB1075
 HB1075  STATE/COUNTY-  IL/JACKSON
 HB1075  USGS QUAD   -  ROCKWOOD (1994)
 HB1075
 HB1075                         *CURRENT SURVEY CONTROL
 HB1075  ___________________________________________________________________
 HB1075* NAD 83(1986)-  37 48 58.     (N)    089 39 11.     (W)     SCALED    
 HB1075* NAVD 88     -       111.760  (meters)     366.67   (feet)  ADJUSTED  
 HB1075  ___________________________________________________________________
 HB1075  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HB1075  DYNAMIC HT  -         111.682 (meters)     366.41  (feet)  COMP
 HB1075  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 HB1075
 HB1075  VERT ORDER  -  SECOND    CLASS 0
 HB1075
 HB1075.The horizontal coordinates were scaled from a topographic map and have
 HB1075.an estimated accuracy of +/- 6 seconds.
 HB1075
 HB1075.The orthometric height was determined by differential leveling
 HB1075.and adjusted by the National Geodetic Survey in June 1991..
 HB1075
 HB1075.The geoid height was determined by GEOID03.
 HB1075
 HB1075.The dynamic height is computed by dividing the NAVD 88
 HB1075.geopotential number by the normal gravity value computed on the
 HB1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1075.degrees latitude (g = 980.6199 gals.).
 HB1075
 HB1075.The modeled gravity was interpolated from observed gravity values.
 HB1075
 HB1075;                    North         East    Units  Estimated Accuracy
 HB1075;SPC IL W     -   127,690.      745,220.      MT  (+/- 180 meters Scaled)
 HB1075
 HB1075                          SUPERSEDED SURVEY CONTROL
 HB1075
 HB1075  NGVD 29 (??/??/??)  111.860  (m)          366.99   (f) ADJUSTED    2 0
 HB1075
 HB1075.Superseded values are not recommended for survey control.
 HB1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1075.See file dsdata.txt to determine how the superseded data were derived.
 HB1075
 HB1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG664887(NAD 83)
 HB1075_MARKER: DB = BENCH MARK DISK
 HB1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1075_STAMPING: C 98 1935
 HB1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1075+STABILITY: SURFACE MOTION
 HB1075
 HB1075  HISTORY     - Date     Condition        Report By
 HB1075  HISTORY     - 1935     MONUMENTED       CGS
 HB1075  HISTORY     - 1966     MARK NOT FOUND   USGS
 HB1075
 HB1075                          STATION DESCRIPTION
 HB1075
 HB1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1075'1.1 MI SE FROM CORA.
 HB1075'1.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB1075'STATION AT CORA, JACKSON COUNTY, AT POLE 72/28, 25 FEET SOUTH OF A
 HB1075'ROAD CROSSING, AND 15 FEET WEST OF THE CENTERLINE OF THE TRACK.
 HB1075'A STANDARD DISK, STAMPED C 98 1935 AND SET IN THE TOP OF A CONCRETE
 HB1075'POST.
 HB1075
 HB1075                          STATION RECOVERY (1966)
 HB1075
 HB1075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HB1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1105 ***********************************************************************
 JB1105  DESIGNATION -  C 99
 JB1105  PID         -  JB1105
 JB1105  STATE/COUNTY-  IL/PERRY
 JB1105  USGS QUAD   -  PINCKNEYVILLE (1982)
 JB1105
 JB1105                         *CURRENT SURVEY CONTROL
 JB1105  ___________________________________________________________________
 JB1105* NAD 83(1986)-  38 04 24.     (N)    089 23 11.     (W)     SCALED    
 JB1105* NAVD 88     -       135.805  (meters)     445.55   (feet)  ADJUSTED  
 JB1105  ___________________________________________________________________
 JB1105  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 JB1105  DYNAMIC HT  -         135.716 (meters)     445.26  (feet)  COMP
 JB1105  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 JB1105
 JB1105  VERT ORDER  -  SECOND    CLASS 0
 JB1105
 JB1105.The horizontal coordinates were scaled from a topographic map and have
 JB1105.an estimated accuracy of +/- 6 seconds.
 JB1105
 JB1105.The orthometric height was determined by differential leveling
 JB1105.and adjusted by the National Geodetic Survey in June 1991..
 JB1105
 JB1105.The geoid height was determined by GEOID03.
 JB1105
 JB1105.The dynamic height is computed by dividing the NAVD 88
 JB1105.geopotential number by the normal gravity value computed on the
 JB1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1105.degrees latitude (g = 980.6199 gals.).
 JB1105
 JB1105.The modeled gravity was interpolated from observed gravity values.
 JB1105
 JB1105;                    North         East    Units  Estimated Accuracy
 JB1105;SPC IL W     -   156,400.      768,460.      MT  (+/- 180 meters Scaled)
 JB1105
 JB1105                          SUPERSEDED SURVEY CONTROL
 JB1105
 JB1105  NGVD 29 (??/??/92)  135.907  (m)          445.89   (f) ADJ UNCH    2 0
 JB1105
 JB1105.Superseded values are not recommended for survey control.
 JB1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1105.See file dsdata.txt to determine how the superseded data were derived.
 JB1105
 JB1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH906166(NAD 83)
 JB1105_MARKER: DB = BENCH MARK DISK
 JB1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1105_STAMPING: C 99 1935
 JB1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1105+STABILITY: SURFACE MOTION
 JB1105
 JB1105  HISTORY     - Date     Condition        Report By
 JB1105  HISTORY     - 1935     MONUMENTED       CGS
 JB1105  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1105  HISTORY     - 1979     GOOD             ILDT
 JB1105
 JB1105                          STATION DESCRIPTION
 JB1105
 JB1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1105'AT PINCKNEYVILLE.
 JB1105'AT PINCKNEYVILLE, PERRY COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 JB1105'220 FEET SOUTHEAST OF THE STATION, 60 FEET SOUTHWEST OF THE
 JB1105'CENTERLINE OF THE MAIN TRACK, 8 FEET EAST OF A CINDER DRIVEWAY,
 JB1105'AND AT POLE 61+06.  A STANDARD DISK, STAMPED C 99 1935 AND SET
 JB1105'IN THE TOP OF A CONCRETE POST.
 JB1105
 JB1105                          STATION RECOVERY (1974)
 JB1105
 JB1105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1105'MARK NOT FOUND.
 JB1105
 JB1105                          STATION RECOVERY (1979)
 JB1105
 JB1105'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1709 ***********************************************************************
 HB1709  DESIGNATION -  CACHE
 HB1709  PID         -  HB1709
 HB1709  STATE/COUNTY-  IL/JOHNSON
 HB1709  USGS QUAD   -  CYPRESS (1966)
 HB1709
 HB1709                         *CURRENT SURVEY CONTROL
 HB1709  ___________________________________________________________________
 HB1709* NAD 83(1997)-  37 19 53.28775(N)    089 02 17.14371(W)     ADJUSTED  
 HB1709* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 HB1709  ___________________________________________________________________
 HB1709  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HB1709  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HB1709
 HB1709  HORZ ORDER  -  SECOND
 HB1709
 HB1709.The horizontal coordinates were established by classical geodetic methods
 HB1709.and adjusted by the National Geodetic Survey in October 1999..
 HB1709
 HB1709.The orthometric height was scaled from a topographic map.
 HB1709
 HB1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1709
 HB1709.The geoid height was determined by GEOID03.
 HB1709
 HB1709;                    North         East     Units Scale Factor Converg.
 HB1709;SPC IL E     -    74,009.273   237,542.444   MT  1.00002303   -0 25 38.6
 HB1709;SPC IL E     -   242,812.09    779,337.17   sFT  1.00002303   -0 25 38.6
 HB1709;UTM  16      - 4,133,592.271   319,438.323   MT  1.00000162   -1 14 10.6
 HB1709
 HB1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1709!SPC IL E     -   0.99998015  x   1.00002303  =   1.00000318
 HB1709!UTM  16      -   0.99998015  x   1.00000162  =   0.99998177
 HB1709
 HB1709|---------------------------------------------------------------------|
 HB1709| PID    Reference Object                     Distance      Geod. Az  |
 HB1709|                                                           dddmmss.s |
 HB1709| CI3180 CACHE RM 1                           19.914 METERS 03142     |
 HB1709| CI3179 CACHE AZ MK                                        0710005.3 |
 HB1709| HB1564 JOPPA RADIO STA KSB 782 MAST        APPROX.19.4 KM 1282755.8 |
 HB1709| HB1566 JOPPA STEAM ELEC STA NE TOWER       APPROX.21.6 KM 1301643.5 |
 HB1709| HB1565 JOPPA STEAM ELEC STA CEN STACK      APPROX.20.9 KM 1301928.7 |
 HB1709| HB1568 JOPPA STEAM ELEC STA SE TOWER       APPROX.22.0 KM 1333629.7 |
 HB1709| CI3181 CACHE RM 2                           17.493 METERS 18338     |
 HB1709| HB1708 CACHE 2                               5.024 METERS 25107     |
 HB1709|---------------------------------------------------------------------|
 HB1709
 HB1709                          SUPERSEDED SURVEY CONTROL
 HB1709
 HB1709  NAD 83(1997)-  37 19 53.29225(N)    089 02 17.14314(W) AD(       ) 2
 HB1709  NAD 83(1986)-  37 19 53.29694(N)    089 02 17.14664(W) AD(       ) 2
 HB1709  NAD 27      -  37 19 53.10472(N)    089 02 16.88989(W) AD(       ) 2
 HB1709
 HB1709.Superseded values are not recommended for survey control.
 HB1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1709.See file dsdata.txt to determine how the superseded data were derived.
 HB1709
 HB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1943833592(NAD 83)
 HB1709_MARKER: DS = TRIANGULATION STATION DISK
 HB1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1709
 HB1709  HISTORY     - Date     Condition        Report By
 HB1709  HISTORY     - 1957     MONUMENTED       CGS
 HB1709  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HB1709
 HB1709                          STATION DESCRIPTION
 HB1709
 HB1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1709'THE STATION IS LOCATED 5.5 MILES WEST OF BELKNAP, ABOUT 6 MILES NORTH
 HB1709'AND 1.5 MILES WEST OF GRAND CHAIN, ABOUT 7 MILES EAST AND 2 MILES
 HB1709'SOUTH OF DONGOLA, ABOUT 10 MILES SOUTHWEST OF VIENNA AND ON THE
 HB1709'PROPERTY OF MR. R. E. GEORGE. IT IS 21 FEET WEST OF THE
 HB1709'CENTERLINE OF A GRAVELED ROAD, 6 FEET NORTHWEST OF A WHITE WITNESS
 HB1709'POST AND 4 FEET WEST OF A FENCE.  THE MONUMENT IS FLUSH AND THE MARK
 HB1709'IS STAMPED CACHE 1957.
 HB1709'
 HB1709'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND STATE
 HB1709'HIGHWAY 169, ABOUT 2.6 MILES WEST OF KARNAK, GO NORTH ON HIGHWAY
 HB1709'37 FOR 1.15 MILES TO A RAILROAD CROSSING AT WHITE HILL. CONTINUE
 HB1709'NORTH ON HIGHWAY 37 FOR 0.75 MILE TO A SIDE ROAD LEFT, WEST,
 HB1709'JUST BEFORE THE CREST OF THE HILL. TURN LEFT AND GO 0.35 MILE TO
 HB1709'JOPPA JUNCTION. CONTINUE WEST ON GRAVELED ROAD FOR 0.45 MILE TO
 HB1709'THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF THE ROAD. CONTINUE WEST
 HB1709'FOR 0.15 MILE TO A SIDE ROAD LEFT, SOUTH. BEAR SOUTH TO THE TOP
 HB1709'OF THE HILL, 0.1 MILE, TO THE STATION ON THE RIGHT, WEST SIDE OF
 HB1709'THE ROAD.
 HB1709'
 HB1709'REFERENCE MARK 1 IS 67 FEET NORTHEAST OF A WHITE WITNESS POST, 15
 HB1709'FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 HB1709'WEST OF A FENCE. THE MONUMENT IS FLUSH AND THE MARK IS STAMPED CACHE
 HB1709'NO. 1 1957.
 HB1709'
 HB1709'REFERENCE MARK 2 IS 53 FEET SOUTH OF A WHITE WITNESS POST, 21 FEET
 HB1709'WEST OF THE CENTERLINE OF THE GRAVELED ROAD AND 4 FEET WEST OF A
 HB1709'FENCE. THE MONUMENT IS FLUSH AND THE MARK IS STAMPED CACHE NO. 2
 HB1709'1957.
 HB1709'
 HB1709'THE AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HB1709'FRAME HOUSE, 36 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 HB1709'2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A POWER LINE
 HB1709'POLE. THE MONUMENT IS FLUSH AND THE MARK IS STAMPED CACHE 1957.
 HB1709'
 HB1709'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HB1709
 HB1709                          STATION RECOVERY (1958)
 HB1709
 HB1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 HB1709'ALL MARKS AT THIS STATION WERE RECOVERED, THE REFERENCE MARKS WERE IN
 HB1709'GOOD CONDITION AS WAS THE AZIMUTH MARK. THE STATION MARK HAD
 HB1709'BEEN STRUCK BY A BULLDOZER.
 HB1709'
 HB1709'STATION AND BOTH REFERENCE MARKS WERE MOVED.
 HB1709'
 HB1709'SEE CACHE 2 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1708 ***********************************************************************
 HB1708  DESIGNATION -  CACHE 2
 HB1708  PID         -  HB1708
 HB1708  STATE/COUNTY-  IL/JOHNSON
 HB1708  USGS QUAD   -  CYPRESS (1966)
 HB1708
 HB1708                         *CURRENT SURVEY CONTROL
 HB1708  ___________________________________________________________________
 HB1708* NAD 83(1997)-  37 19 53.23499(N)    089 02 17.33680(W)     ADJUSTED  
 HB1708* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 HB1708  ___________________________________________________________________
 HB1708  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HB1708  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HB1708
 HB1708  HORZ ORDER  -  THIRD
 HB1708
 HB1708.The horizontal coordinates were established by classical geodetic methods
 HB1708.and adjusted by the National Geodetic Survey in October 1999..
 HB1708.No horizontal observational check was made to the station.
 HB1708
 HB1708.The orthometric height was scaled from a topographic map.
 HB1708
 HB1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1708
 HB1708.The geoid height was determined by GEOID03.
 HB1708
 HB1708;                    North         East     Units Scale Factor Converg.
 HB1708;SPC IL E     -    74,007.682   237,537.679   MT  1.00002304   -0 25 38.8
 HB1708;SPC IL E     -   242,806.87    779,321.54   sFT  1.00002304   -0 25 38.8
 HB1708;SPC IL W     -    74,369.518   800,009.374   MT  1.00006434   +0 41 03.9
 HB1708;SPC IL W     -   243,993.99  2,624,697.42   sFT  1.00006434   +0 41 03.9
 HB1708;UTM  16      - 4,133,590.748   319,433.535   MT  1.00000164   -1 14 10.7
 HB1708
 HB1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1708!SPC IL E     -   0.99998015  x   1.00002304  =   1.00000319
 HB1708!SPC IL W     -   0.99998015  x   1.00006434  =   1.00004449
 HB1708!UTM  16      -   0.99998015  x   1.00000164  =   0.99998179
 HB1708
 HB1708                          SUPERSEDED SURVEY CONTROL
 HB1708
 HB1708  NAD 83(1997)-  37 19 53.23949(N)    089 02 17.33623(W) AD(       ) 3
 HB1708  NAD 83(1986)-  37 19 53.24418(N)    089 02 17.33973(W) AD(       ) 3
 HB1708  NAD 27      -  37 19 53.05195(N)    089 02 17.08297(W) AD(       ) 3
 HB1708
 HB1708.Superseded values are not recommended for survey control.
 HB1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1708.See file dsdata.txt to determine how the superseded data were derived.
 HB1708
 HB1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1943433591(NAD 83)
 HB1708_MARKER: DS = TRIANGULATION STATION DISK
 HB1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1708_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1708+STABILITY: SURFACE MOTION
 HB1708
 HB1708  HISTORY     - Date     Condition        Report By
 HB1708  HISTORY     - 1958     MONUMENTED       CGS
 HB1708
 HB1708                          STATION DESCRIPTION
 HB1708
 HB1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WRH)
 HB1708'THE STATION IS LOCATED 5.5 MILES WEST OF BELKNAP, ABOUT 6 MILES NORTH
 HB1708'AND 1.5 MILES WEST OF GRAND CHAIN, ABOUT 7 MILES EAST AND 2 MILES
 HB1708'SOUTH OF DONGOLA, ABOUT 10 MILES SOUTHWEST OF VIENNA AND ON PROPERTY
 HB1708'OWNED BY MR. R. E GEORGE. IT IS ABOUT 30 FEET WEST OF THE
 HB1708'CENTER LINE OF NEW ROAD, ABOUT 300 FEET SOUTH OF A T-ROAD JUNCTION, 2
 HB1708'FEET SOUTH OF A WHITE WITNESS POST, ABOUT 4 INCHES UNDERGROUND,
 HB1708'AND THE DISK IS STAMPED CACHE 2 1958.
 HB1708'
 HB1708'REFERENCE MARK NO. 3 IS 30 FEET EAST OF THE CENTER LINE OF ROAD,
 HB1708'ABOUT 285 FEET SOUTH OF A T-ROAD JUNCTION.
 HB1708'STAMPED CACHE 2 NO 3 1958.
 HB1708'
 HB1708'REFERENCE MARK NO. 4 IS 30 FEET WEST OF THE CENTER LINE OF ROAD,
 HB1708'ABOUT 350 FEET SOUTH OF THE JUNCTION OF A T-ROAD.
 HB1708'STAMPED CACHE 2 NO 4 1958.
 HB1708'
 HB1708'THE AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR.
 HB1708'GEORGES FARM HOUSE, 36 FEET NORTH OF THE CENTER LINE OF ROAD, 2
 HB1708'FEET WEST OF WHITE WITNESS POST. AND 1 FOOT WEST OF A POWER POLE, THE
 HB1708'MARK IS FLUSH AND THE DISK IS STAMPED, CACHE 1957.
 HB1708'
 HB1708'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND 169,
 HB1708'ABOUT 2.6 MILES WEST OF KARNAK, GO NORTH ON HIGHWAY 37 FOR
 HB1708'1.15 MILES TO RAILROAD CROSSING AT WHITE HILL, CONTINUE NORTH ON
 HB1708'HIGHWAY 37 FOR 0.75 MILE TO A SIDE ROAD WEST,* TURN LEFT AND GO
 HB1708'WEST FOR 0.35 MILE TO JOPPA JUNCTION, CONTINUE WEST FOR 0.45 MILE TO
 HB1708'TOP OF A STEEP GRADE AND AZIMUTH MARK ON RIGHT NORTH OF ROAD,
 HB1708'CONTINUE 0.15 MILE TO SIDE ROAD SOUTH, TURN LEFT AND GO SOUTH ABOUT
 HB1708'300 FEET TO STATION ON WEST SIDE OF ROAD AS DESCRIBED.
 HB1708'
 HB1708'*THIS ROAD JUNCTION IS 7.35 MILES SOUTH ALONG STATE HIGHWAY 37 FOR
 HB1708'THE JUNCTION OF STATE HIGHWAY 149.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7914 ***********************************************************************
 DF7914  CBN         -  This is a Cooperative Base Network Control Station.
 DF7914  DESIGNATION -  CACHE RIVER
 DF7914  PID         -  DF7914
 DF7914  STATE/COUNTY-  IL/JOHNSON
 DF7914  USGS QUAD   -  CYPRESS (1966)
 DF7914
 DF7914                         *CURRENT SURVEY CONTROL
 DF7914  ___________________________________________________________________
 DF7914* NAD 83(1997)-  37 18 40.86521(N)    089 00 59.52227(W)     ADJUSTED  
 DF7914* NAVD 88     -       103.7    (meters)     340.     (feet)  GPS OBS   
 DF7914  ___________________________________________________________________
 DF7914  X           -      87,178.475 (meters)                     COMP
 DF7914  Y           -  -5,078,434.767 (meters)                     COMP
 DF7914  Z           -   3,844,978.142 (meters)                     COMP
 DF7914  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DF7914  ELLIP HEIGHT-          75.23  (meters)          (09/15/03) GPS OBS
 DF7914  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DF7914
 DF7914  HORZ ORDER  -  A
 DF7914  ELLP ORDER  -  FOURTH    CLASS I
 DF7914
 DF7914.The horizontal coordinates were established by GPS observations
 DF7914.and adjusted by the National Geodetic Survey in September 2003..
 DF7914
 DF7914.The orthometric height was determined by GPS observations and a
 DF7914.high-resolution geoid model.
 DF7914
 DF7914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7914
 DF7914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7914
 DF7914.The ellipsoidal height was determined by GPS observations
 DF7914.and is referenced to NAD 83.
 DF7914
 DF7914.The geoid height was determined by GEOID03.
 DF7914
 DF7914;                    North         East     Units Scale Factor Converg.
 DF7914;SPC IL E     -    71,762.550   239,437.155   MT  1.00002016   -0 24 50.9
 DF7914;SPC IL E     -   235,440.97    785,553.40   sFT  1.00002016   -0 24 50.9
 DF7914;UTM  16      - 4,131,319.085   321,301.090   MT  0.99999337   -1 13 21.5
 DF7914
 DF7914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7914!SPC IL E     -   0.99998819  x   1.00002016  =   1.00000835
 DF7914!UTM  16      -   0.99998819  x   0.99999337  =   0.99998156
 DF7914
 DF7914                          SUPERSEDED SURVEY CONTROL
 DF7914
 DF7914.No superseded survey control is available for this station.
 DF7914
 DF7914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2130131319(NAD 83)
 DF7914_MARKER: DD = SURVEY DISK
 DF7914_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF7914_STAMPING: CACHE RIVER 2002
 DF7914_MARK LOGO: ILDW  
 DF7914_PROJECTION: FLUSH
 DF7914_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DF7914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7914+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2002
 DF7914
 DF7914  HISTORY     - Date     Condition        Report By
 DF7914  HISTORY     - 20020529 MONUMENTED       ILDW
 DF7914
 DF7914                          STATION DESCRIPTION
 DF7914
 DF7914'DESCRIBED BY ILLINOIS DIVISION OF WATERWAYS 2002 (BR)
 DF7914'THE STATION IS LOCATED IN JOHNSON COUNTY, IN THE NORTHWEST QUARTER OF
 DF7914'SECTION 8, TOWNSHIP 14
 DF7914'SOUTH , RANGE 2 EAST OF THE 3RD PRINCIPAL MERIDIAN.  TO REACH THE
 DF7914'STATION FROM THE ENTRANCE TO
 DF7914'CACHE RIVER WETLAND CENTER ALONG STATE HIGHWAY 37, WHICH IS 1.7 MILES
 DF7914'NORTH OF THE
 DF7914'INTERSECTION OF STATE HIGHWAY 37 AND STATE HIGHWAY 169, GO THRU THE
 DF7914'PARKING LOT AND ALONG A
 DF7914'CONCRETE PAVED BICYCLE PATH 0.3 MILES TO THE STATION.  MONUMENT 6.5
 DF7914'FEET  NORTH OF THE NORTH
 DF7914'EDGE OF THE CONCRETE PATH ( 282 FEET SOUTHEAST OF A WATER FOUNTAIN AT
 DF7914'THE WETLAND CENTER
 DF7914'AND 136.3 FEET NORTHEAST OF A POWER POLE ) - SET FLUSH WITH THE GROUND
 DF7914'AND MARKED WITH WITNESS
 DF7914'POST 1' EAST OF MONUMENT.
 DF7914'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1799 ***********************************************************************
 HB1799  CBN         -  This is a Cooperative Base Network Control Station.
 HB1799  PACS        -  This is a Primary Airport Control Station.
 HB1799  DESIGNATION -  CAIPORT
 HB1799  PID         -  HB1799
 HB1799  STATE/COUNTY-  IL/ALEXANDER
 HB1799  USGS QUAD   -  CAIRO (1993)
 HB1799
 HB1799                         *CURRENT SURVEY CONTROL
 HB1799  ___________________________________________________________________
 HB1799* NAD 83(1997)-  37 03 49.84114(N)    089 13 16.40289(W)     ADJUSTED  
 HB1799* NAVD 88     -        96.93   (meters)     318.0    (feet)  GPS OBS   
 HB1799  ___________________________________________________________________
 HB1799  X           -      69,260.852 (meters)                     COMP
 HB1799  Y           -  -5,095,310.018 (meters)                     COMP
 HB1799  Z           -   3,823,090.849 (meters)                     COMP
 HB1799  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 HB1799  ELLIP HEIGHT-          68.74  (meters)          (10/15/04) GPS OBS
 HB1799  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB1799
 HB1799  HORZ ORDER  -  B
 HB1799  ELLP ORDER  -  FOURTH    CLASS II
 HB1799
 HB1799.This mark is at Cairo Airport (CIR)
 HB1799
 HB1799.The horizontal coordinates were established by GPS observations
 HB1799.and adjusted by the National Geodetic Survey in July 1998..
 HB1799
 HB1799.The orthometric height was determined by GPS observations and a
 HB1799.high-resolution geoid model.
 HB1799
 HB1799.GPS derived orthometric heights for airport stations designated as
 HB1799.PACS or SACS are published to 2 decimal places.  This maintains
 HB1799.centimeter relative accuracy between the PACS and SACS.  It does
 HB1799.not indicate centimeter accuracy relative to other marks which are
 HB1799.part of the NAVD 88 network.
 HB1799
 HB1799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1799
 HB1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1799
 HB1799.The ellipsoidal height was determined by GPS observations
 HB1799.and is referenced to NAD 83.
 HB1799
 HB1799.The geoid height was determined by GEOID03.
 HB1799
 HB1799;                    North         East     Units Scale Factor Converg.
 HB1799;SPC IL W     -    44,492.422   784,081.213   MT  1.00002824   +0 34 11.5
 HB1799;SPC IL W     -   145,972.22  2,572,439.78   sFT  1.00002824   +0 34 11.5
 HB1799;SPC KY1Z     - 1,086,817.130 1,191,348.891   MT  1.00000472   -2 07 52.3
 HB1799;SPC KY1Z     - 3,565,665.87  3,908,617.15   sFT  1.00000472   -2 07 52.3
 HB1799;SPC KY S     -   586,738.025   191,362.056   MT  0.99995647   -2 06 18.6
 HB1799;SPC KY S     - 1,924,989.67    627,827.01   sFT  0.99995647   -2 06 18.6
 HB1799;UTM  16      - 4,104,262.729   302,516.020   MT  1.00008046   -1 20 21.0
 HB1799
 HB1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1799!SPC IL W     -   0.99998921  x   1.00002824  =   1.00001745
 HB1799!SPC KY1Z     -   0.99998921  x   1.00000472  =   0.99999393
 HB1799!SPC KY S     -   0.99998921  x   0.99995647  =   0.99994568
 HB1799!UTM  16      -   0.99998921  x   1.00008046  =   1.00006967
 HB1799
 HB1799:                Primary Azimuth Mark                     Grid Az
 HB1799:SPC IL W     -  CAIPORT AZ MK                            321 13 02.3
 HB1799:SPC KY1Z     -  CAIPORT AZ MK                            323 55 06.1
 HB1799:SPC KY S     -  CAIPORT AZ MK                            323 53 32.4
 HB1799:UTM  16      -  CAIPORT AZ MK                            323 07 34.8
 HB1799
 HB1799|---------------------------------------------------------------------|
 HB1799| PID    Reference Object                     Distance      Geod. Az  |
 HB1799|                                                           dddmmss.s |
 HB1799| HB1800 CAIPORT AZ MK                       495.905 METERS 3214713.8 |
 HB1799|---------------------------------------------------------------------|
 HB1799
 HB1799                          SUPERSEDED SURVEY CONTROL
 HB1799
 HB1799  ELLIP H (07/17/98)   68.77   (m)                       GP(       ) 4 1
 HB1799  NAD 83(1997)-  37 03 49.84215(N)    089 13 16.40255(W) AD(       ) 1
 HB1799  NAD 83(1986)-  37 03 49.85115(N)    089 13 16.40463(W) AD(       ) 1
 HB1799  NGVD 29 (06/25/91)   96.9    (m)          318.     (f) GPS OBS        
 HB1799
 HB1799.Superseded values are not recommended for survey control.
 HB1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1799.See file dsdata.txt to determine how the superseded data were derived.
 HB1799
 HB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0251604263(NAD 83)
 HB1799_MARKER: I = METAL ROD
 HB1799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1799_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1799_STAMPING: CAIPORT 1990
 HB1799_MARK LOGO: NGS   
 HB1799_PROJECTION: PROJECTING 5 CENTIMETERS
 HB1799_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1799+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 HB1799_ROD/PIPE-DEPTH: 13.4 meters
 HB1799_SLEEVE-DEPTH  : 1 meters
 HB1799
 HB1799  HISTORY     - Date     Condition        Report By
 HB1799  HISTORY     - 1990     MONUMENTED       NGS
 HB1799  HISTORY     - 19970409 GOOD             NGS
 HB1799  HISTORY     - 19980909 GOOD             ILDT
 HB1799  HISTORY     - 20000920 GOOD             USE
 HB1799  HISTORY     - 20010507 GOOD             NOS
 HB1799
 HB1799                          STATION DESCRIPTION
 HB1799
 HB1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HB1799'STATION IS LOCATED ABOUT 7.5 KM (4.7 MI) NORTHWEST OF CAIRO, 6 KM
 HB1799'(3.7 MI) SOUTH-SOUTHWEST OF MOUNDS, AT THE CAIRO MUNICIPAL AIRPORT,
 HB1799'AT THE JUNCTION OF THE RAMP AND THE RUNWAY, IN THE CENTER OF SECTION
 HB1799'4 T 17 S R 1 W.  OWNERSHIP--CAIRO AIRPORT AUTHORITY, CITY OF CAIRO,
 HB1799'CAIRO, IL 62914.  AIRPORT MANAGER IS CLYDE WOLVERTON, PHONE-
 HB1799'618-734-0600.
 HB1799'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND STATE HIGHWAY
 HB1799'3 (EXIT 1), ABOUT 4.5 KM (2.8 MI) NORTH OF CAIRO, GO NORTHWEST ON
 HB1799'HIGHWAY 3 FOR 3.30 KM (2.05 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 HB1799'TURN RIGHT, NORTHEAST, ON PAVED ROAD FOR 0.48 KM (0.30 MI) TO ROAD
 HB1799'END AT GATE AT PARKING LOT.  PASS THROUGH GATE, THEN BEAR LEFT,
 HB1799'NORTHERLY AND NORTHWESTERLY ON APRON AND RAMP FOR 0.30 KM (0.19 MI)
 HB1799'TO RUNWAY 14-32 AND THE STATION ON THE LEFT.
 HB1799'STATION IS 31.9 M (104.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 HB1799'RUNWAY, 22.2 M (72.8 FT) NORTHWEST OF THE CENTERLINE OF THE TAXI
 HB1799'APPROACH, 13.1 M (43.0 FT) NORTHWEST OF TAXI LIGHT NUMBER 14, 13.7 M
 HB1799'(44.9 FT) SOUTHWEST OF TAXI LIGHT NUMBER 12, SET BETWEEN TWO FLAGGED
 HB1799'WOODEN STAKES.
 HB1799
 HB1799                          STATION RECOVERY (1997)
 HB1799
 HB1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HB1799'THE STATION IS LOCATED ABOUT 7.5 KM (4.65 MI) NORTHWEST OF CAIRO, IL,
 HB1799'ABOUT 6.0 KM (3.70 MI) SOUTH-SOUTHWEST OF MOUNDS, AT THE CAIRO
 HB1799'AIRPORT, NEAR THE EAST GRASS ROUNDED CORNER OF THE RUNWAY 14-32 AND
 HB1799'TAXI JUNCTION, SOUTHWEST OF THE RUNWAY AND NORTHWEST OF THE TAXI.
 HB1799'OWNERSHIP--CAIRO AIRPORT AUTHORITY, CAIRO, IL 62914.  NOTE--NO AIRPORT
 HB1799'MANAGER AT THIS TIME.  CONTACT MUST BE MADE 24-HOURS IN ADVANCE WITH
 HB1799'AIRPORT AUTHORITY BOARD CHAIRMAN JIM BOURLAND, PHONE 618-734-1481 OR
 HB1799'DICK HERCULES 618-734-0185, TO UNLOCK ACCESS GATE OR CALL AIRPORT
 HB1799'PHONE 618-734-0600 AND LEAVE MESSAGE ON ANSWERING MACHINE.  NOTE--THIS
 HB1799'STATION IS THE PACS AND FBN/CBN STATION.  TO REACH THE STATION FROM
 HB1799'THE JUNCTION OF INTERSTATE HIGHWAY 57 AND STATE HIGHWAY 3 (EXIT 1) ,
 HB1799'ABOUT 4.5 KM (2.80 MI) NORTH-NORTHWEST OF CAIRO, GO NORTHWEST 3.3 KM
 HB1799'(2.05 MI) ALONG HIGHWAY 3 TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.
 HB1799'TURN RIGHT, NORTHEAST, 0.48 KM (0.30 MI) ALONG THE ENTRANCE ROAD TO
 HB1799'ITS END AT A GATE AND A PARKING LOT AND THE AIRPORT OFFICE ON THE
 HB1799'RIGHT.  PASS THROUGH THE GATE, BEAR LEFT, NORTH THEN EAST, 0.30 KM
 HB1799'(0.20 MI) ACROSS APRON AND ALONG THE TAXI TO RUNWAY 14-32 AND THE
 HB1799'STATION ON THE LEFT, JUST WEST OF THE JUNCTION. STATION IS 44.7 M
 HB1799'(146.7 FT) NORTHEAST OF THE NORTHWEST CENTER END OF A RUNWAY 14-32
 HB1799'IDENTIFIER SIGN, 32.2 M (105.6 FT) SOUTHWEST OF THE RUNWAY CENTER,
 HB1799'22.3 M (73.2 FT) NORTHWEST OF A P.K. NAIL AND WASHER IN THE TAXI
 HB1799'CENTER, 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A WITNESS POST, AND THE
 HB1799'STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE RUNWAY LEVEL AND PROJECTING
 HB1799'ABOUT 5-CM ABOVE THE GROUND SURFACE.  BY R.G. HAYES NOTE--THE DATUM
 HB1799'POINT IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED ABOUT 10-CM
 HB1799'BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 13.4 M, (44.0 FT) IN
 HB1799'A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC
 HB1799'PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM
 HB1799'POINT IS THROUGH THE 5-INCH LOGO CAP.
 HB1799
 HB1799                          STATION RECOVERY (1998)
 HB1799
 HB1799'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (DB)
 HB1799'RECOVERED AS DESCRIBED
 HB1799
 HB1799                          STATION RECOVERY (2000)
 HB1799
 HB1799'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 HB1799'RECOVERED IN GOOD CONDITION.  STAMPING ON ACCESS COVER.
 HB1799
 HB1799                          STATION RECOVERY (2001)
 HB1799
 HB1799'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (JMH)
 HB1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1800 ***********************************************************************
 HB1800  DESIGNATION -  CAIPORT AZ MK
 HB1800  PID         -  HB1800
 HB1800  STATE/COUNTY-  IL/ALEXANDER
 HB1800  USGS QUAD   -  CAIRO (1993)
 HB1800
 HB1800                         *CURRENT SURVEY CONTROL
 HB1800  ___________________________________________________________________
 HB1800* NAD 83(1997)-  37 04 02.48040(N)    089 13 28.82047(W)     ADJUSTED  
 HB1800* NAVD 88     -        95.7    (meters)     314.     (feet)  VERTCON   
 HB1800  ___________________________________________________________________
 HB1800  X           -      68,950.912 (meters)                     COMP
 HB1800  Y           -  -5,095,078.387 (meters)                     COMP
 HB1800  Z           -   3,823,401.031 (meters)                     COMP
 HB1800  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HB1800  ELLIP HEIGHT-          67.53  (meters)          (10/21/99) GPS OBS
 HB1800  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HB1800
 HB1800  HORZ ORDER  -  FIRST
 HB1800  ELLP ORDER  -  FOURTH    CLASS I
 HB1800
 HB1800.This mark is at Cairo Airport (CIR)
 HB1800
 HB1800.The horizontal coordinates were established by GPS observations
 HB1800.and adjusted by the National Geodetic Survey in October 1999..
 HB1800
 HB1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1800
 HB1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1800
 HB1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1800
 HB1800.The ellipsoidal height was determined by GPS observations
 HB1800.and is referenced to NAD 83.
 HB1800
 HB1800.The geoid height was determined by GEOID03.
 HB1800
 HB1800;                    North         East     Units Scale Factor Converg.
 HB1800;SPC IL W     -    44,879.004   783,770.584   MT  1.00002759   +0 34 04.2
 HB1800;SPC IL W     -   147,240.53  2,571,420.66   sFT  1.00002759   +0 34 04.2
 HB1800;SPC KY1Z     - 1,087,217.912 1,191,056.832   MT  1.00000386   -2 07 59.9
 HB1800;SPC KY1Z     - 3,566,980.77  3,907,658.96   sFT  1.00000386   -2 07 59.9
 HB1800;SPC KY S     -   587,138.655   191,069.829   MT  0.99995618   -2 06 26.1
 HB1800;SPC KY S     - 1,926,304.07    626,868.26   sFT  0.99995618   -2 06 26.1
 HB1800;UTM  16      - 4,104,659.466   302,218.427   MT  1.00008191   -1 20 28.9
 HB1800
 HB1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1800!SPC IL W     -   0.99998940  x   1.00002759  =   1.00001699
 HB1800!SPC KY1Z     -   0.99998940  x   1.00000386  =   0.99999326
 HB1800!SPC KY S     -   0.99998940  x   0.99995618  =   0.99994558
 HB1800!UTM  16      -   0.99998940  x   1.00008191  =   1.00007131
 HB1800
 HB1800:                Primary Azimuth Mark                     Grid Az
 HB1800:SPC IL W     -  CAIPORT                                  141 13 02.1
 HB1800:SPC KY1Z     -  CAIPORT                                  143 55 06.2
 HB1800:SPC KY S     -  CAIPORT                                  143 53 32.4
 HB1800:UTM  16      -  CAIPORT                                  143 07 35.2
 HB1800
 HB1800|---------------------------------------------------------------------|
 HB1800| PID    Reference Object                     Distance      Geod. Az  |
 HB1800|                                                           dddmmss.s |
 HB1800| HB1799 CAIPORT                             495.905 METERS 1414706.3 |
 HB1800|---------------------------------------------------------------------|
 HB1800
 HB1800                          SUPERSEDED SURVEY CONTROL
 HB1800
 HB1800  NAD 83(1997)-  37 04 02.48141(N)    089 13 28.82012(W) AD(       ) 1
 HB1800  NAD 83(1986)-  37 04 02.49042(N)    089 13 28.82221(W) AD(       ) 1
 HB1800  NGVD 29 (06/25/91)   95.6    (m)          314.     (f) GPS OBS        
 HB1800
 HB1800.Superseded values are not recommended for survey control.
 HB1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1800.See file dsdata.txt to determine how the superseded data were derived.
 HB1800
 HB1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0221804659(NAD 83)
 HB1800_MARKER: I = METAL ROD
 HB1800_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1800_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1800_STAMPING: CAIPORT AZ MK 1990
 HB1800_MARK LOGO: NGS   
 HB1800_PROJECTION: FLUSH
 HB1800_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1800+STABILITY: POSITION/ELEVATION WELL
 HB1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1800+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HB1800_ROD/PIPE-DEPTH: 7.3  meters
 HB1800_SLEEVE-DEPTH  : 1.0 meters
 HB1800
 HB1800  HISTORY     - Date     Condition        Report By
 HB1800  HISTORY     - 1990     MONUMENTED       NGS
 HB1800
 HB1800                          STATION DESCRIPTION
 HB1800
 HB1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HB1800'STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTHWEST OF CAIRO, 6 KM
 HB1800'(3.7 MI) SOUTH-SOUTHWEST OF MOUNDS, AT THE CAIRO MUNICIPAL AIRPORT,
 HB1800'AT THE END OF RUNWAY 14. IN THE NORTHWEST 1/4 OF SECTION 4 T 17 S R 1
 HB1800'W. OWNERSHIP--CAIRO AIRPORT AUTHORITY, CITY OF CAIRO, CAIRO, IL
 HB1800'62914. AIRPORT MANAGER IS CLYDE WOLVERTON, PHONE 618-734-0600.
 HB1800'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND STATE HIGHWAY
 HB1800'3 (EXIT 1), ABOUT 4.5 KM (2.8 MI) NORTH OF CAIRO, GO NORTHWEST ON
 HB1800'HIGHWAY 3 FOR 3.30 KM (2.05 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 HB1800'TURN RIGHT, NORTHEAST, ON PAVED ROAD FOR 0.48 KM (0.30 MI) TO ROAD
 HB1800'END AT GATE AT PARKING LOT.  PASS THROUGH GATE, THEN BEAR LEFT,
 HB1800'NORTHERLY AND NORTHEASTERLY ON APRON AND RAMP FOR 0.30 KM (0.19 MI)
 HB1800'TO RUNWAY 14-32. TURN LEFT, NORTHWEST, ALONGSIDE RUNWAY FOR 0.53 KM
 HB1800'(0.33 MI) TO THE STATION.
 HB1800'STATION IS 29.2 M (95.8 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY,
 HB1800'13.1 M (43.0 FT) SOUTH-SOUTHWEST OF RUNWAY LIGHT NUMBER 40, 67 M
 HB1800'(219.8 FT) SOUTH OF A PK NAIL LOCATED AT THE CENTERLINE AND EXTREME
 HB1800'END OF ASPHALT SURFACE, 17.9 M (58.7 FT) SOUTHEAST OF THE CURVED EDGE
 HB1800'OF THE TURNAROUND, SET BETWEEN TWO FLAGGED WOODEN STAKES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0890 ***********************************************************************
 HB0890  DESIGNATION -  CAIRO
 HB0890  PID         -  HB0890
 HB0890  STATE/COUNTY-  IL/ALEXANDER
 HB0890  USGS QUAD   -  CAIRO (1993)
 HB0890
 HB0890                         *CURRENT SURVEY CONTROL
 HB0890  ___________________________________________________________________
 HB0890* NAD 83(1997)-  37 03 18.78312(N)    089 11 14.50568(W)     ADJUSTED  
 HB0890* NAVD 88     -        94.557  (meters)     310.23   (feet)  ADJUSTED  
 HB0890  ___________________________________________________________________
 HB0890  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HB0890  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0890  DYNAMIC HT  -          94.488 (meters)     310.00  (feet)  COMP
 HB0890  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 HB0890
 HB0890  HORZ ORDER  -  FIRST
 HB0890  VERT ORDER  -  SECOND    CLASS 0
 HB0890
 HB0890.The horizontal coordinates were established by classical geodetic methods
 HB0890.and adjusted by the National Geodetic Survey in October 1999..
 HB0890
 HB0890.The orthometric height was determined by differential leveling
 HB0890.and adjusted by the National Geodetic Survey in June 1991..
 HB0890
 HB0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0890
 HB0890.The geoid height was determined by GEOID03.
 HB0890
 HB0890.The dynamic height is computed by dividing the NAVD 88
 HB0890.geopotential number by the normal gravity value computed on the
 HB0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0890.degrees latitude (g = 980.6199 gals.).
 HB0890
 HB0890.The modeled gravity was interpolated from observed gravity values.
 HB0890
 HB0890;                    North         East     Units Scale Factor Converg.
 HB0890;SPC IL W     -    43,565.489   787,102.459   MT  1.00003460   +0 35 24.5
 HB0890;SPC IL W     -   142,931.11  2,582,351.98   sFT  1.00003460   +0 35 24.5
 HB0890;SPC KY1Z     - 1,085,748.892 1,194,323.027   MT  1.00000685   -2 06 37.5
 HB0890;SPC KY1Z     - 3,562,161.16  3,918,374.80   sFT  1.00000685   -2 06 37.5
 HB0890;SPC KY S     -   585,671.183   194,336.529   MT  0.99995719   -2 05 04.7
 HB0890;SPC KY S     - 1,921,489.54    637,585.76   sFT  0.99995719   -2 05 04.7
 HB0890;UTM  16      - 4,103,235.631   305,504.839   MT  1.00006603   -1 19 06.5
 HB0890
 HB0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0890!SPC IL W     -   0.99998959  x   1.00003460  =   1.00002419
 HB0890!SPC KY1Z     -   0.99998959  x   1.00000685  =   0.99999644
 HB0890!SPC KY S     -   0.99998959  x   0.99995719  =   0.99994678
 HB0890!UTM  16      -   0.99998959  x   1.00006603  =   1.00005562
 HB0890
 HB0890:                Primary Azimuth Mark                     Grid Az
 HB0890:SPC IL W     -  CAIRO AZ MK                              014 35 26.0
 HB0890:SPC KY1Z     -  CAIRO AZ MK                              017 17 28.0
 HB0890:SPC KY S     -  CAIRO AZ MK                              017 15 55.2
 HB0890:UTM  16      -  CAIRO AZ MK                              016 29 57.0
 HB0890
 HB0890|---------------------------------------------------------------------|
 HB0890| PID    Reference Object                     Distance      Geod. Az  |
 HB0890|                                                           dddmmss.s |
 HB0890| HB0891 CAIRO AZ MK                                        0151050.5 |
 HB0890| HB1724 MOUND CITY MUNICIPAL TANK           APPROX. 4.1 KM 0353312.4 |
 HB0890| HB0888 CAIRO RM 3                           28.770 METERS 08011     |
 HB0890| HB1721 CAIRO RADIO STATION WKRO MAST       APPROX. 1.4 KM 1733159.5 |
 HB0890| HB0889 CAIRO RM 2                           46.977 METERS 18710     |
 HB0890| CI4035 CAIRO RM 1                          296.400 METERS 27114     |
 HB0890| HB1726 MOUNDS MUNICIPAL TANK               APPROX. 6.4 KM 3483216.7 |
 HB0890|---------------------------------------------------------------------|
 HB0890
 HB0890                          SUPERSEDED SURVEY CONTROL
 HB0890
 HB0890  NAD 83(1997)-  37 03 18.78410(N)    089 11 14.50433(W) AD(       ) 1
 HB0890  NAD 83(1986)-  37 03 18.79046(N)    089 11 14.50844(W) AD(       ) 1
 HB0890  NAD 83(1986)-  37 03 18.79056(N)    089 11 14.50944(W) AD(       ) 1
 HB0890  NAD 27      -  37 03 18.60800(N)    089 11 14.24300(W) AD(       ) 1
 HB0890  NGVD 29 (??/??/??)   94.451  (m)          309.88   (f) ADJUSTED    2 0
 HB0890
 HB0890.Superseded values are not recommended for survey control.
 HB0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0890.See file dsdata.txt to determine how the superseded data were derived.
 HB0890
 HB0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0550503236(NAD 83)
 HB0890_MARKER: DS = TRIANGULATION STATION DISK
 HB0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0890_STAMPING: CAIRO 1929
 HB0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0890+STABILITY: SURFACE MOTION
 HB0890
 HB0890  HISTORY     - Date     Condition        Report By
 HB0890  HISTORY     - 1929     MONUMENTED       CGS
 HB0890  HISTORY     - 1957     GOOD             ILHD
 HB0890  HISTORY     - 1960     GOOD             CGS
 HB0890  HISTORY     - 1960     GOOD             CGS
 HB0890  HISTORY     - 1965     GOOD             ILHD
 HB0890  HISTORY     - 1976     GOOD             NGS
 HB0890  HISTORY     - 20020830 POOR             USACE
 HB0890
 HB0890                          STATION DESCRIPTION
 HB0890
 HB0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HWH)
 HB0890'ABOUT 2.3 MILES NORTH OF UNDERPASS OF ILLINOIS CENTRAL RAILROAD WHICH
 HB0890'CROSSES UNITED STATES HIGHWAY 51 NORTH OF CAIRO, ILL. MARK
 HB0890'IS IN NORTHWEST CORNER OF SMALL PARK (KNOWN AS MARLOW PARK), WHICH
 HB0890'HAS DANCE HALL IN CENTER, 336 FEET WEST OF CENTER LINE OF U.S.
 HB0890'HIGHWAY 51, AND 50 FEET SOUTH OF CENTER LINE OF EAST-AND-WEST PAVED
 HB0890'ROAD CALLED SEARS, ROEBUCK AND CO. CUT-OFF. SURFACE AND
 HB0890'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HB0890'UPPER MARK IS FLUSH WITH GROUND. REFERENCE MARKS
 HB0890'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 HB0890'30 FEET SOUTH OF CENTER LINE OF SEARS ROEBUCK AND CO. CUT-OFF ROAD, 2
 HB0890'FEET WEST OF 6-INCH SQUARE CONCRETE POST WHICH MARKS EAST
 HB0890'PROPERTY LINE OF SEARS, ROEBUCK AND CO. AND 296.4 METERS (972 FEET)
 HB0890'FROM STATION, N 88 DEG 46 MIN.  NO. 2 IS JUST
 HB0890'WEST OF FENCE LINE WHICH MARKS WESTERN BOUNDARY OF MARLOW PARK, 203
 HB0890'FEET SOUTH OF THE CENTER LINE OF SEARS ROEBUCK AND CO.
 HB0890'CUT-OFF ROAD, AND 46.9 METERS (154 FEET) FROM STATION.
 HB0890
 HB0890                          STATION RECOVERY (1957)
 HB0890
 HB0890'RECOVERY NOTE BY IL HIGHWAY DEPT 1957 (HWB)
 HB0890'STATION WAS RECOVERED IN GOOD CONDITION.
 HB0890
 HB0890                          STATION RECOVERY (1960)
 HB0890
 HB0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB0890'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED AND
 HB0890'FOUND TO BE IN GOOD CONDITION. REFERENCE MARK 1 WAS NOT
 HB0890'RECOVERED AND IS BELIEVED TO BE DESTROYED BY ROAD CONSTRUCTION.
 HB0890'
 HB0890'THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED AND WAS FOUND
 HB0890'TO BE CORRECT.
 HB0890'
 HB0890'A COMPLETE NEW DESCRIPTION AND TO REACH THE STATION FOLLOWS-
 HB0890'
 HB0890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 HB0890'HIGHWAYS 127, 37 AND 3, ABOUT 1.0 MILE NORTH OF CAIRO. GO
 HB0890'NORTH ON U.S. HIGHWAY 51 FOR 1.1 MILE TO SIDE ROAD LEFT, JUST AFTER
 HB0890'PASSING THE STORK CLUB ON LEFT, TURN LEFT, GO WEST FOR 0.05
 HB0890'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HB0890'
 HB0890'THE STATION IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 HB0890'CONCRETE POST WHICH IS SET FLUSH AND IS STAMPED CAIRO
 HB0890'1929. THE MARK IS 244 FEET NORTHWEST OF THE NORTHWEST CORNER OF STORK
 HB0890'CLUB, 335 FEET WEST OF THE CENTER OF U.S. HIGHWAY 51, 57 FEET
 HB0890'EAST OF THE NORTHEAST CORNER OF HOUSE, 50 FEET SOUTH OF THE CENTER OF
 HB0890'GRAVEL ROAD AND 17 FEET SOUTH OF FENCE.
 HB0890'
 HB0890'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 HB0890'CONCRETE POST WHICH IS SET FLUSH AND IS STAMPED CAIRO NO 2
 HB0890'1929. THE MARK IS 203 FEET SOUTH OF THE CENTER OF ROAD, 128 FEET
 HB0890'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE STORK CLUB, 39
 HB0890'FEET WEST OF A LARGE TREE AND 0.6 FOOT WEST OF FENCE.
 HB0890'
 HB0890'REFERENCE MARK 3 IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 HB0890'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED
 HB0890'CAIRO NO 3 1929. THE MARK IS 242 FEET WEST OF CENTER OF U.S. HIGHWAY
 HB0890'51, 109 FEET EAST OF FENCE CORNER, 60 FEET WEST-SOUTHWEST
 HB0890'OF POWER POLE AND 32 FEET SOUTH OF CENTER OF GRAVEL ROAD.
 HB0890'
 HB0890'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF 12 INCH CONCRETE POST
 HB0890'WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED CAIRO 1929. THE
 HB0890'MARK IS 94 FEET NORTH-NORTHEAST OF POWER POLE, 56.5 FEET SOUTHEAST OF
 HB0890'POWER POLE, 38 FEET WEST OF CENTER OF U.S. HIGHWAY 51 AND 1.8
 HB0890'FEET SOUTH OF WITNESS POST.
 HB0890'
 HB0890'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 HB0890'FOR 0.05 MILE, TURN LEFT, GO NORTH ON U.S.  HIGHWAY 51 FOR
 HB0890'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HB0890'
 HB0890'NOTE- THE AZIMUTH MARK AND REFERENCE NO.3 WERE EASTBLISHED AT THIS
 HB0890'TIME.
 HB0890'
 HB0890'HEIGHT OF LIGHT ABOVE STATION MARK 30.19 METERS.
 HB0890
 HB0890                          STATION RECOVERY (1960)
 HB0890
 HB0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0890'3.8 MI N FROM CAIRO.
 HB0890'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0890'AT CAIRO, THENCE 0.05 MILES WEST ALONG A GRAVEL ROAD, ABOUT
 HB0890'1.0 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 3, AT THE JUNCTION
 HB0890'OF A DRIVE SOUTH TO A SMALL COMPOSITION SIDED HOUSE, AT THE
 HB0890'NORTHWEST CORNER OF MARSON PARK, 49 FEET SOUTH OF THE CENTER LINE
 HB0890'OF THE GRAVEL ROAD, 57 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 HB0890'OF THE DRIVE SOUTH, 23 FEET SOUTHEAST OF A FENCE CORNER, 56 FEET
 HB0890'EAST OF THE NORTHEAST CORNER OF THE HOUSE, 17 FEET SOUTH OF A
 HB0890'FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE
 HB0890'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HB0890
 HB0890                          STATION RECOVERY (1965)
 HB0890
 HB0890'RECOVERY NOTE BY IL HIGHWAY DEPT 1965
 HB0890'STATION, RMS 2 AND 3 AND AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 HB0890
 HB0890                          STATION RECOVERY (1976)
 HB0890
 HB0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0890'RECOVERED IN GOOD CONDITION.
 HB0890
 HB0890                          STATION RECOVERY (2002)
 HB0890
 HB0890'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0890'FOUND LARGE MASS OF CONCRETE WHICH SEEMS TO HAVE BEEN PUSHED OVER ON
 HB0890'ITS SIDE. DISC SHOULD BE ON E SIDE, UNDER GROUND LEVEL NOW. NOT
 HB0890'USABLE, UNDER GROUND MARK PROBABLY OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9679 ***********************************************************************
 DE9679  HT_MOD      -  This is a Height Modernization Survey Station.
 DE9679  DESIGNATION -  CAIRO
 DE9679  PID         -  DE9679
 DE9679  STATE/COUNTY-  IL/ALEXANDER
 DE9679  USGS QUAD   -  CAIRO (1993)
 DE9679
 DE9679                         *CURRENT SURVEY CONTROL
 DE9679  ___________________________________________________________________
 DE9679* NAD 83(1997)-  36 59 59.73870(N)    089 09 45.64524(W)     ADJUSTED  
 DE9679* NAVD 88     -       101.50   (meters)     333.0    (feet)  GPS OBS   
 DE9679  ___________________________________________________________________
 DE9679  X           -      74,529.594 (meters)                     COMP
 DE9679  Y           -  -5,099,511.876 (meters)                     COMP
 DE9679  Z           -   3,817,430.816 (meters)                     COMP
 DE9679  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DE9679  ELLIP HEIGHT-          73.26  (meters)          (02/03/05) GPS OBS
 DE9679  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DE9679
 DE9679  HORZ ORDER  -  B
 DE9679  ELLP ORDER  -  FOURTH    CLASS II
 DE9679
 DE9679.The horizontal coordinates were established by GPS observations
 DE9679.and adjusted by the National Geodetic Survey in January 2003..
 DE9679
 DE9679.The orthometric height was determined by GPS observations and a
 DE9679.high-resolution geoid model using precise GPS observation and
 DE9679.processing techniques.
 DE9679
 DE9679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9679
 DE9679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9679
 DE9679.The ellipsoidal height was determined by GPS observations
 DE9679.and is referenced to NAD 83.
 DE9679
 DE9679.The geoid height was determined by GEOID03.
 DE9679
 DE9679;                    North         East     Units Scale Factor Converg.
 DE9679;SPC IL W     -    37,452.492   789,362.701   MT  1.00003952   +0 36 15.3
 DE9679;SPC IL W     -   122,875.38  2,589,767.46   sFT  1.00003952   +0 36 15.3
 DE9679;UTM  16      - 4,097,050.643   307,560.411   MT  1.00005623   -1 18 06.9
 DE9679
 DE9679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9679!SPC IL W     -   0.99998850  x   1.00003952  =   1.00002802
 DE9679!UTM  16      -   0.99998850  x   1.00005623  =   1.00004473
 DE9679
 DE9679                          SUPERSEDED SURVEY CONTROL
 DE9679
 DE9679  ELLIP H (01/24/03)   73.29   (m)                       GP(       ) 2 2
 DE9679
 DE9679.Superseded values are not recommended for survey control.
 DE9679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9679.See file dsdata.txt to determine how the superseded data were derived.
 DE9679
 DE9679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0756097051(NAD 83)
 DE9679_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9679_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE9679_STAMPING: CAIRO GAGE REF 2001
 DE9679_MARK LOGO: USACE 
 DE9679_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9679+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 DE9679
 DE9679  HISTORY     - Date     Condition        Report By
 DE9679  HISTORY     - 2001     MONUMENTED       USACE
 DE9679  HISTORY     - 20011008 GOOD             3001
 DE9679  HISTORY     - 20030813 GOOD             USACE
 DE9679
 DE9679                          STATION DESCRIPTION
 DE9679
 DE9679'DESCRIBED BY 3001, INC 2001 (KWC)
 DE9679'THE STATION IS LOCATED IN ALEXANDER COUNTY, ILLINOIS, IN CAIRO.  0.94
 DE9679'MILES FROM THE
 DE9679'INTERSECTION OF HWY 51 AND HWY 60.  0.93 MILES FROM INTERSECTION OF
 DE9679'HWY 51 AND
 DE9679'WASHINGTON STREET.  0.15 MILES FROM INTERSECTION OF HWY 51 AND 5TH
 DE9679'STREET.
 DE9679' 
 DE9679'TO REACH THE STATION FROM THE INTERSECTION OF ILLINOIS HWY 3 AND HWY
 DE9679'51.  GO SOUTH ON
 DE9679'HWY 51 APPROXIMATELY 3.2 MILES TO THE INTERSECTION OF HWY 51 AND 4TH
 DE9679'STREET.  TURN LEFT,
 DE9679'GO NORTHEAST FOR 0.15 MILES TO THE MISSISSIPPI RIVER FLOODWALL AT 5TH
 DE9679'STREET AND OHIO
 DE9679'STREET.
 DE9679' 
 DE9679'THE STATION IS ON THE LEFT SIDE OPENING OF THE FLOODWALL, ON THE ROOF
 DE9679'OF STOP LOG
 DE9679'STORAGE ROOM AT THE FLOOD WALL OPENING.  THE MARK IS 10.7 FT FROM THE
 DE9679'WEST CORNER OF
 DE9679'CONCRETE ROOF, 14.2 FT FROM THE SOUTH CORNER OF CONCRETE ROOF, 1.1 FT
 DE9679'SOUTH WEST OF
 DE9679'THE EDGE OF FLOODWALL, AND 2.3 FT SOUTHWEST OF A CARSONITE WITNESS
 DE9679'POST.  THE MARK IS A
 DE9679'CORPS OF ENGINEERS BRASS CAP STAMPED CAIRO GAGE REF 2001.  MARK IS SET
 DE9679'IN CONCRETE ROOF
 DE9679'WITH EPOXY.
 DE9679' 
 DE9679'
 DE9679
 DE9679                          STATION RECOVERY (2003)
 DE9679
 DE9679'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2003 (JMH)
 DE9679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GD0573 ***********************************************************************
 GD0573  DESIGNATION -  CAIRO 3
 GD0573  PID         -  GD0573
 GD0573  STATE/COUNTY-  IL/ALEXANDER
 GD0573  USGS QUAD   -  WYATT (1978)
 GD0573
 GD0573                         *CURRENT SURVEY CONTROL
 GD0573  ___________________________________________________________________
 GD0573* NAD 83(1986)-  36 59 38.     (N)    089 09 35.     (W)     SCALED    
 GD0573* NAVD 88     -        96.532  (meters)     316.71   (feet)  ADJUSTED  
 GD0573  ___________________________________________________________________
 GD0573  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0573  DYNAMIC HT  -          96.460 (meters)     316.47  (feet)  COMP
 GD0573  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 GD0573
 GD0573  VERT ORDER  -  FIRST     CLASS II
 GD0573
 GD0573.The horizontal coordinates were scaled from a topographic map and have
 GD0573.an estimated accuracy of +/- 6 seconds.
 GD0573
 GD0573.The orthometric height was determined by differential leveling
 GD0573.and adjusted by the National Geodetic Survey in June 1991..
 GD0573
 GD0573.The geoid height was determined by GEOID03.
 GD0573
 GD0573.The dynamic height is computed by dividing the NAVD 88
 GD0573.geopotential number by the normal gravity value computed on the
 GD0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0573.degrees latitude (g = 980.6199 gals.).
 GD0573
 GD0573.The modeled gravity was interpolated from observed gravity values.
 GD0573
 GD0573;                    North         East    Units  Estimated Accuracy
 GD0573;SPC IL W     -    36,790.      789,630.      MT  (+/- 180 meters Scaled)
 GD0573
 GD0573                          SUPERSEDED SURVEY CONTROL
 GD0573
 GD0573  NGVD 29 (??/??/??)   96.404  (m)          316.29   (f) ADJUSTED    1 2
 GD0573
 GD0573.Superseded values are not recommended for survey control.
 GD0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0573.See file dsdata.txt to determine how the superseded data were derived.
 GD0573
 GD0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF078963(NAD 83)
 GD0573_MARKER: DB = BENCH MARK DISK
 GD0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD0573_STAMPING: CAIRO NO 3 1947
 GD0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD0573+STABILITY: SURFACE MOTION
 GD0573
 GD0573  HISTORY     - Date     Condition        Report By
 GD0573  HISTORY     - 1947     MONUMENTED       CGS
 GD0573  HISTORY     - 1969     MARK NOT FOUND   CGS
 GD0573
 GD0573                          STATION DESCRIPTION
 GD0573
 GD0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 GD0573'IN CAIRO.
 GD0573'ABOUT 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 51 FROM THE POST
 GD0573'OFFICE AT CAIRO, AT THE NEW YORK CENTRAL RAILROAD GRADE CROSSING,
 GD0573'IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF THE
 GD0573'SOUTH LEG OF THE RAILROAD WATER TANK, 65 FEET NORTHEAST OF THE
 GD0573'CENTER OF THE HIGHWAY AND ABOUT 4 FEET BELOW THE HIGHWAY LEVEL.
 GD0573
 GD0573                          STATION RECOVERY (1969)
 GD0573
 GD0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 GD0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GD0571 ***********************************************************************
 GD0571  DESIGNATION -  CAIRO 4
 GD0571  PID         -  GD0571
 GD0571  STATE/COUNTY-  IL/ALEXANDER
 GD0571  USGS QUAD   -  WYATT (1978)
 GD0571
 GD0571                         *CURRENT SURVEY CONTROL
 GD0571  ___________________________________________________________________
 GD0571* NAD 83(1986)-  36 59 18.     (N)    089 09 03.     (W)     SCALED    
 GD0571* NAVD 88     -       103.461  (meters)     339.44   (feet)  ADJUSTED  
 GD0571  ___________________________________________________________________
 GD0571  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD0571  DYNAMIC HT  -         103.384 (meters)     339.19  (feet)  COMP
 GD0571  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 GD0571
 GD0571  VERT ORDER  -  FIRST     CLASS I
 GD0571
 GD0571.The horizontal coordinates were scaled from a topographic map and have
 GD0571.an estimated accuracy of +/- 6 seconds.
 GD0571
 GD0571.The orthometric height was determined by differential leveling
 GD0571.and adjusted by the National Geodetic Survey in June 1991..
 GD0571
 GD0571.The geoid height was determined by GEOID03.
 GD0571
 GD0571.The dynamic height is computed by dividing the NAVD 88
 GD0571.geopotential number by the normal gravity value computed on the
 GD0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD0571.degrees latitude (g = 980.6199 gals.).
 GD0571
 GD0571.The modeled gravity was interpolated from observed gravity values.
 GD0571
 GD0571;                    North         East    Units  Estimated Accuracy
 GD0571;SPC IL W     -    36,180.      790,430.      MT  (+/- 180 meters Scaled)
 GD0571
 GD0571                          SUPERSEDED SURVEY CONTROL
 GD0571
 GD0571  NGVD 29 (??/??/??)  103.342  (m)          339.05   (f) ADJUSTED    1 1
 GD0571
 GD0571.Superseded values are not recommended for survey control.
 GD0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD0571.See file dsdata.txt to determine how the superseded data were derived.
 GD0571
 GD0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF085957(NAD 83)
 GD0571_MARKER: DB = BENCH MARK DISK
 GD0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD0571_SP_SET: BRIDGE ABUTMENT
 GD0571_STAMPING: CAIRO NO 4 1947
 GD0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD0571
 GD0571  HISTORY     - Date     Condition        Report By
 GD0571  HISTORY     - 1947     MONUMENTED       CGS
 GD0571  HISTORY     - 1969     GOOD             CGS
 GD0571  HISTORY     - 1976     GOOD             NGS
 GD0571  HISTORY     - 20020813 MARK NOT FOUND   USACE
 GD0571
 GD0571                          STATION DESCRIPTION
 GD0571
 GD0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD0571'1.6 MI SE FROM CAIRO.
 GD0571'ABOUT 1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 51 FROM THE POST
 GD0571'OFFICE AND COURTHOUSE AT CAIRO, OR ABOUT 0.25 MILE NORTH ALONG
 GD0571'FOURTH STREET WHICH IS U.S. HIGHWAYS 51 AND 62 FROM THE BALLARD
 GD0571'COUNTY COURTHOUSE AT WICKLIFFE, KENTUCKY, THENCE 4.75 MILES
 GD0571'NORTHWEST ALONG U.S. HIGHWAYS 51 AND 62, 60 YARDS NORTHEAST OF
 GD0571'THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 51 AND 62 AND U.S.
 GD0571'HIGHWAY 60, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GD0571'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 GD0571'ABUTMENT OF A HIGHWAY BRIDGE OVER THE OHIO RIVER, AND ABOUT 1
 GD0571'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 GD0571
 GD0571                          STATION RECOVERY (1976)
 GD0571
 GD0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD0571'RECOVERED IN GOOD CONDITION.
 GD0571
 GD0571                          STATION RECOVERY (2002)
 GD0571
 GD0571'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD0571'MARK DESTROYED DUE TO ABUTMENT REBUILD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GD1453 ***********************************************************************
 GD1453  DESIGNATION -  CAIRO 4 RESET
 GD1453  PID         -  GD1453
 GD1453  STATE/COUNTY-  IL/ALEXANDER
 GD1453  USGS QUAD   -  WYATT (1978)
 GD1453
 GD1453                         *CURRENT SURVEY CONTROL
 GD1453  ___________________________________________________________________
 GD1453* NAD 83(1986)-  36 59 18.     (N)    089 09 03.     (W)     SCALED    
 GD1453* NAVD 88     -       102.97   (meters)     337.8    (feet)  RESET     
 GD1453  ___________________________________________________________________
 GD1453  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1453
 GD1453  VERT ORDER  -  THIRD
 GD1453
 GD1453.The horizontal coordinates were scaled from a topographic map and have
 GD1453.an estimated accuracy of +/- 6 seconds.
 GD1453
 GD1453.The orthometric height was computed from unverified reset data.
 GD1453.No vertical observational check was made to the station.
 GD1453
 GD1453.The geoid height was determined by GEOID03.
 GD1453
 GD1453;                    North         East    Units  Estimated Accuracy
 GD1453;SPC IL W     -    36,180.      790,430.      MT  (+/- 180 meters Scaled)
 GD1453
 GD1453                          SUPERSEDED SURVEY CONTROL
 GD1453
 GD1453  NGVD 29 (03/28/06)  102.85   (m)          337.4    (f) RESET       3  
 GD1453
 GD1453.Superseded values are not recommended for survey control.
 GD1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1453.See file dsdata.txt to determine how the superseded data were derived.
 GD1453
 GD1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF085957(NAD 83)
 GD1453_MARKER: DR = REFERENCE MARK DISK
 GD1453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GD1453_SP_SET: UTILITY BOX
 GD1453_STAMPING: CAIRO RM 4 RESET 1978
 GD1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GD1453
 GD1453  HISTORY     - Date     Condition        Report By
 GD1453  HISTORY     - 1978     MONUMENTED       NGS
 GD1453  HISTORY     - 20020404 GOOD             MSU
 GD1453
 GD1453                          STATION DESCRIPTION
 GD1453
 GD1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GD1453'1.65 MI SE FROM CAIRO.
 GD1453'1.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 51 FROM THE U.S POST OFFICE IN
 GD1453'CAIRO, AT THE JUNCTION OF U.S. HIGHWAYS 51 AND 60, IN THE TOP AND
 GD1453'NORTHWEST OF A 3 BY 5 FOOT CONCRETE UTILITY BOX, WITH A METAL COVER,
 GD1453'19 FEET NORTHEAST OF  NORTHWEST CORNER OF THE ILLINOIS STATE POLICE
 GD1453'BARRACKS, 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE OVER
 GD1453'THE OHIO RIVER AND 9 FEET WEST OF A STONE AND CONCRETE RETAINING WALL.
 GD1453
 GD1453                          STATION RECOVERY (2002)
 GD1453
 GD1453'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2002 (WIA)
 GD1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0891 ***********************************************************************
 HB0891  DESIGNATION -  CAIRO AZ MK
 HB0891  PID         -  HB0891
 HB0891  STATE/COUNTY-  IL/ALEXANDER
 HB0891  USGS QUAD   -  CAIRO (1993)
 HB0891
 HB0891                         *CURRENT SURVEY CONTROL
 HB0891  ___________________________________________________________________
 HB0891* NAD 83(1986)-  37 03 28.     (N)    089 11 10.     (W)     SCALED    
 HB0891* NAVD 88     -        93.888  (meters)     308.03   (feet)  ADJUSTED  
 HB0891  ___________________________________________________________________
 HB0891  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HB0891  DYNAMIC HT  -          93.820 (meters)     307.81  (feet)  COMP
 HB0891  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 HB0891
 HB0891  VERT ORDER  -  SECOND    CLASS 0
 HB0891
 HB0891.The horizontal coordinates were scaled from a topographic map and have
 HB0891.an estimated accuracy of +/- 6 seconds.
 HB0891
 HB0891.The orthometric height was determined by differential leveling
 HB0891.and adjusted by the National Geodetic Survey in June 1991..
 HB0891
 HB0891.The geoid height was determined by GEOID03.
 HB0891
 HB0891.The dynamic height is computed by dividing the NAVD 88
 HB0891.geopotential number by the normal gravity value computed on the
 HB0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0891.degrees latitude (g = 980.6199 gals.).
 HB0891
 HB0891.The modeled gravity was interpolated from observed gravity values.
 HB0891
 HB0891;                    North         East    Units  Estimated Accuracy
 HB0891;SPC IL W     -    43,850.      787,210.      MT  (+/- 180 meters Scaled)
 HB0891
 HB0891                          SUPERSEDED SURVEY CONTROL
 HB0891
 HB0891  NGVD 29 (??/??/??)   93.784  (m)          307.69   (f) ADJUSTED    2 0
 HB0891
 HB0891.Superseded values are not recommended for survey control.
 HB0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0891.See file dsdata.txt to determine how the superseded data were derived.
 HB0891
 HB0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG056035(NAD 83)
 HB0891_MARKER: DZ = AZIMUTH MARK DISK
 HB0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0891_STAMPING: CAIRO 1929
 HB0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0891+STABILITY: SURFACE MOTION
 HB0891
 HB0891  HISTORY     - Date     Condition        Report By
 HB0891  HISTORY     - 1960     MONUMENTED       CGS
 HB0891  HISTORY     - 1960     GOOD             CGS
 HB0891  HISTORY     - 1976     GOOD             NGS
 HB0891  HISTORY     - 20020830 MARK NOT FOUND   USACE
 HB0891
 HB0891                          STATION DESCRIPTION
 HB0891
 HB0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0891'4 MI N FROM CAIRO.
 HB0891'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0891'AT CAIRO, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF A GRAVEL
 HB0891'ROAD WEST, ABOUT 1.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY
 HB0891'3, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 56 FEET
 HB0891'SOUTH-SOUTHEAST OF THE FOURTH POWER POLE SOUTH OF THE JUNCTION
 HB0891'OF A DRIVE WEST TO A JUNK YARD, 94 FEET NORTH-NORTHEAST OF THE
 HB0891'SECOND POWER POLE NORTH OF A SIGN URBANDALE, 1.8 FEET SOUTH
 HB0891'OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 HB0891'PROJECTING 5 INCHES.
 HB0891
 HB0891                          STATION RECOVERY (1976)
 HB0891
 HB0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0891'RECOVERED IN GOOD CONDITION.
 HB0891
 HB0891                          STATION RECOVERY (2002)
 HB0891
 HB0891'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0891'SUSPECTED DESTROYED DUE TO HWY DITCHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1719 ***********************************************************************
 HB1719  DESIGNATION -  CAIRO BRUCE LUMBER CO TANK
 HB1719  PID         -  HB1719
 HB1719  STATE/COUNTY-  IL/ALEXANDER
 HB1719  USGS QUAD   -  CAIRO (1993)
 HB1719
 HB1719                         *CURRENT SURVEY CONTROL
 HB1719  ___________________________________________________________________
 HB1719* NAD 83(1997)-  37 02 47.06734(N)    089 11 07.11164(W)     ADJUSTED  
 HB1719* NAVD 88     -                                                        
 HB1719  ___________________________________________________________________
 HB1719  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 HB1719  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB1719
 HB1719  HORZ ORDER  -  THIRD
 HB1719
 HB1719.The horizontal coordinates were established by classical geodetic methods
 HB1719.and adjusted by the National Geodetic Survey in October 1999..
 HB1719
 HB1719
 HB1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1719
 HB1719.The geoid height was determined by GEOID03.
 HB1719
 HB1719;                    North         East     Units Scale Factor Converg.
 HB1719;SPC IL W     -    42,589.676   787,295.235   MT  1.00003502   +0 35 28.6
 HB1719;SPC IL W     -   139,729.63  2,582,984.45   sFT  1.00003502   +0 35 28.6
 HB1719;SPC KY1Z     - 1,084,765.106 1,194,469.610   MT  1.00000904   -2 06 32.9
 HB1719;SPC KY1Z     - 3,558,933.52  3,918,855.71   sFT  1.00000904   -2 06 32.9
 HB1719;SPC KY S     -   584,687.513   194,483.547   MT  0.99995794   -2 05 00.2
 HB1719;SPC KY S     - 1,918,262.28    638,068.10   sFT  0.99995794   -2 05 00.2
 HB1719;UTM  16      - 4,102,253.909   305,665.017   MT  1.00006526   -1 19 01.1
 HB1719
 HB1719                          SUPERSEDED SURVEY CONTROL
 HB1719
 HB1719  NAD 83(1997)-  37 02 47.06783(N)    089 11 07.11008(W) AD(       ) 4
 HB1719  NAD 83(1986)-  37 02 47.07416(N)    089 11 07.11519(W) AD(       ) 4
 HB1719  NAD 27      -  37 02 46.89100(N)    089 11 06.85700(W) AD(       ) 3
 HB1719
 HB1719.Superseded values are not recommended for survey control.
 HB1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1719.See file dsdata.txt to determine how the superseded data were derived.
 HB1719
 HB1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0566502254(NAD 83)
 HB1719_MARKER: 51 = TANK
 HB1719
 HB1719  HISTORY     - Date     Condition        Report By
 HB1719  HISTORY     - 1929     FIRST OBSERVED   CGS
 HB1719
 HB1719                          STATION DESCRIPTION
 HB1719
 HB1719'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1720 ***********************************************************************
 HB1720  DESIGNATION -  CAIRO CATHOLIC CHURCH SPIRE
 HB1720  PID         -  HB1720
 HB1720  STATE/COUNTY-  IL/ALEXANDER
 HB1720  USGS QUAD   -  CAIRO (1993)
 HB1720
 HB1720                         *CURRENT SURVEY CONTROL
 HB1720  ___________________________________________________________________
 HB1720* NAD 83(1997)-  37 00 14.43957(N)    089 10 39.01103(W)     ADJUSTED  
 HB1720* NAVD 88     -                                                        
 HB1720  ___________________________________________________________________
 HB1720  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 HB1720  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB1720
 HB1720  HORZ ORDER  -  THIRD
 HB1720
 HB1720.The horizontal coordinates were established by classical geodetic methods
 HB1720.and adjusted by the National Geodetic Survey in October 1999..
 HB1720
 HB1720
 HB1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1720
 HB1720.The geoid height was determined by GEOID03.
 HB1720
 HB1720;                    North         East     Units Scale Factor Converg.
 HB1720;SPC IL W     -    37,891.857   788,038.519   MT  1.00003662   +0 35 43.4
 HB1720;SPC IL W     -   124,316.87  2,585,423.04   sFT  1.00003662   +0 35 43.4
 HB1720;SPC MO E     -   130,715.377   367,706.540   MT  1.00010395   +0 47 45.8
 HB1720;SPC KY1Z     - 1,080,037.590 1,194,990.754   MT  1.00001993   -2 06 15.7
 HB1720;SPC KY1Z     - 3,543,423.33  3,920,565.50   sFT  1.00001993   -2 06 15.7
 HB1720;SPC KY S     -   579,960.489   195,006.785   MT  0.99996191   -2 04 43.1
 HB1720;SPC KY S     - 1,902,753.70    639,784.76   sFT  0.99996191   -2 04 43.1
 HB1720;UTM  16      - 4,097,533.823   306,251.549   MT  1.00006246   -1 18 39.5
 HB1720
 HB1720                          SUPERSEDED SURVEY CONTROL
 HB1720
 HB1720  NAD 83(1997)-  37 00 14.44113(N)    089 10 39.00917(W) AD(       ) 4
 HB1720  NAD 83(1986)-  37 00 14.44729(N)    089 10 39.01341(W) AD(       ) 4
 HB1720  NAD 27      -  37 00 14.26000(N)    089 10 38.76000(W) AD(       ) 3
 HB1720
 HB1720.Superseded values are not recommended for survey control.
 HB1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1720.See file dsdata.txt to determine how the superseded data were derived.
 HB1720
 HB1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0625297534(NAD 83)
 HB1720_MARKER: 90 = CHURCH SPIRE
 HB1720
 HB1720  HISTORY     - Date     Condition        Report By
 HB1720  HISTORY     - 1929     FIRST OBSERVED   CGS
 HB1720
 HB1720                          STATION DESCRIPTION
 HB1720
 HB1720'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1721 ***********************************************************************
 HB1721  DESIGNATION -  CAIRO RADIO STATION WKRO MAST
 HB1721  PID         -  HB1721
 HB1721  STATE/COUNTY-  IL/ALEXANDER
 HB1721  USGS QUAD   -  CAIRO (1993)
 HB1721
 HB1721                         *CURRENT SURVEY CONTROL
 HB1721  ___________________________________________________________________
 HB1721* NAD 83(1997)-  37 02 33.03800(N)    089 11 08.03732(W)     ADJUSTED  
 HB1721* NAVD 88     -                                                        
 HB1721  ___________________________________________________________________
 HB1721  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HB1721  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB1721
 HB1721  HORZ ORDER  -  THIRD
 HB1721
 HB1721.The horizontal coordinates were established by classical geodetic methods
 HB1721.and adjusted by the National Geodetic Survey in October 1999..
 HB1721
 HB1721
 HB1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1721
 HB1721.The geoid height was determined by GEOID03.
 HB1721
 HB1721;                    North         East     Units Scale Factor Converg.
 HB1721;SPC IL W     -    42,156.960   787,276.823   MT  1.00003498   +0 35 27.8
 HB1721;SPC IL W     -   138,309.96  2,582,924.04   sFT  1.00003498   +0 35 27.8
 HB1721;UTM  16      - 4,101,822.034   305,632.206   MT  1.00006542   -1 19 01.2
 HB1721
 HB1721                          SUPERSEDED SURVEY CONTROL
 HB1721
 HB1721  NAD 83(1997)-  37 02 33.03908(N)    089 11 08.03584(W) AD(       ) 4
 HB1721  NAD 83(1986)-  37 02 33.04559(N)    089 11 08.04105(W) AD(       ) 4
 HB1721  NAD 27      -  37 02 32.86200(N)    089 11 07.77600(W) AD(       ) 3
 HB1721
 HB1721.Superseded values are not recommended for survey control.
 HB1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1721.See file dsdata.txt to determine how the superseded data were derived.
 HB1721
 HB1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0563201822(NAD 83)
 HB1721_MARKER: 42 = RADIO/TV MAST
 HB1721
 HB1721  HISTORY     - Date     Condition        Report By
 HB1721  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1721  HISTORY     - 1975     GOOD             LOCENG
 HB1721
 HB1721                          STATION DESCRIPTION
 HB1721
 HB1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB1721'STATION IS LOCATED ABOUT 3-1/4 MILES NORTH-NORTHWEST OF THE BUSINESS
 HB1721'SECTION OF CAIRO AND 0.1 MILE NORTH-NORTHEAST OF THE INTERSECTION
 HB1721'OF U.S. HIGHWAY 51, STATE ROUTES 37, 3 AND 127.
 HB1721'
 HB1721'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51, STATE ROUTES 37, 3 AND
 HB1721'127, ABOUT 3-1/4 MILES NORTH-NORTHWEST OF THE BUSINESS SECTION
 HB1721'OF CAIRO, GO NORTH ON U.S. HIGHWAY 51 AND STATE ROUTE 37 FOR 0.1 MILE
 HB1721'TO STATION ABOUT 200 FEET EAST OF HIGHWAY.
 HB1721'
 HB1721'STATION IS A STEEL MAST PAINTED RED AND WHITE, IS 176 FEET HIGH AND
 HB1721'HAS A RED LIGHT ON TOP.
 HB1721'
 HB1721'POINT INTERSECTED WAS RED LIGHT ON TOP.
 HB1721
 HB1721                          STATION RECOVERY (1975)
 HB1721
 HB1721'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1721'STATION RECOVERED GOOD.
 HB1721'
 HB1721'STATION WAS FOUND AS DESCRIBED IN 1960.
 HB1721'
 HB1721'DISTANCE AND DIRECTION FROM NEAREST TOWN--AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0889 ***********************************************************************
 HB0889  DESIGNATION -  CAIRO RM 2
 HB0889  PID         -  HB0889
 HB0889  STATE/COUNTY-  IL/ALEXANDER
 HB0889  USGS QUAD   -  CAIRO (1993)
 HB0889
 HB0889                         *CURRENT SURVEY CONTROL
 HB0889  ___________________________________________________________________
 HB0889* NAD 83(1986)-  37 03 16.     (N)    089 11 14.     (W)     SCALED    
 HB0889* NAVD 88     -        94.985  (meters)     311.63   (feet)  ADJUSTED  
 HB0889  ___________________________________________________________________
 HB0889  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0889  DYNAMIC HT  -          94.915 (meters)     311.40  (feet)  COMP
 HB0889  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 HB0889
 HB0889  VERT ORDER  -  SECOND    CLASS 0
 HB0889
 HB0889.The horizontal coordinates were scaled from a topographic map and have
 HB0889.an estimated accuracy of +/- 6 seconds.
 HB0889
 HB0889.The orthometric height was determined by differential leveling
 HB0889.and adjusted by the National Geodetic Survey in June 1991..
 HB0889
 HB0889.The geoid height was determined by GEOID03.
 HB0889
 HB0889.The dynamic height is computed by dividing the NAVD 88
 HB0889.geopotential number by the normal gravity value computed on the
 HB0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0889.degrees latitude (g = 980.6199 gals.).
 HB0889
 HB0889.The modeled gravity was interpolated from observed gravity values.
 HB0889
 HB0889;                    North         East    Units  Estimated Accuracy
 HB0889;SPC IL W     -    43,480.      787,120.      MT  (+/- 180 meters Scaled)
 HB0889
 HB0889                          SUPERSEDED SURVEY CONTROL
 HB0889
 HB0889  NGVD 29 (??/??/??)   94.879  (m)          311.28   (f) ADJUSTED    2 0
 HB0889
 HB0889.Superseded values are not recommended for survey control.
 HB0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0889.See file dsdata.txt to determine how the superseded data were derived.
 HB0889
 HB0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG055031(NAD 83)
 HB0889_MARKER: DR = REFERENCE MARK DISK
 HB0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0889_STAMPING: CAIRO NO 2 1929
 HB0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0889+STABILITY: SURFACE MOTION
 HB0889
 HB0889  HISTORY     - Date     Condition        Report By
 HB0889  HISTORY     - 1929     MONUMENTED       CGS
 HB0889  HISTORY     - 1960     GOOD             CGS
 HB0889  HISTORY     - 1976     GOOD             NGS
 HB0889  HISTORY     - 20020830 MARK NOT FOUND   USACE
 HB0889
 HB0889                          STATION DESCRIPTION
 HB0889
 HB0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0889'3.8 MI N FROM CAIRO.
 HB0889'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0889'AT CAIRO, THENCE 0.05 MILE WEST ALONG A GRAVEL ROAD, ABOUT
 HB0889'1.0 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 3, AT THE JUNCTION
 HB0889'OF A DRIVE SOUTH TO A SMALL COMPOSITION SIDED HOUSE, IN THE
 HB0889'FENCE LINE ALONG THE WEST SIDE OF MARSON PARK, 203 FEET SOUTH
 HB0889'OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT WEST OF A FENCE,
 HB0889'12 FEET EAST OF THE CENTER OF A BRICK OVEN, 129 FEET NORTHWEST
 HB0889'OF THE NORTHWEST CORNER OF THE STORK CLUB BUILDING, 154.0
 HB0889'FEET SOUTH OF TRIANGULATION STATION CAIRO, AND SET IN THE TOP
 HB0889'OF A CONCRETE POST FLUSH WITH THE GROUND.
 HB0889
 HB0889                          STATION RECOVERY (1976)
 HB0889
 HB0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0889'RECOVERED IN GOOD CONDITION.
 HB0889
 HB0889                          STATION RECOVERY (2002)
 HB0889
 HB0889'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0889'AREA NEWLY CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0888 ***********************************************************************
 HB0888  DESIGNATION -  CAIRO RM 3
 HB0888  PID         -  HB0888
 HB0888  STATE/COUNTY-  IL/ALEXANDER
 HB0888  USGS QUAD   -  CAIRO (1993)
 HB0888
 HB0888                         *CURRENT SURVEY CONTROL
 HB0888  ___________________________________________________________________
 HB0888* NAD 83(1986)-  37 03 18.     (N)    089 11 14.     (W)     SCALED    
 HB0888* NAVD 88     -        94.714  (meters)     310.74   (feet)  ADJUSTED  
 HB0888  ___________________________________________________________________
 HB0888  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0888  DYNAMIC HT  -          94.644 (meters)     310.51  (feet)  COMP
 HB0888  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 HB0888
 HB0888  VERT ORDER  -  SECOND    CLASS 0
 HB0888
 HB0888.The horizontal coordinates were scaled from a topographic map and have
 HB0888.an estimated accuracy of +/- 6 seconds.
 HB0888
 HB0888.The orthometric height was determined by differential leveling
 HB0888.and adjusted by the National Geodetic Survey in June 1991..
 HB0888
 HB0888.The geoid height was determined by GEOID03.
 HB0888
 HB0888.The dynamic height is computed by dividing the NAVD 88
 HB0888.geopotential number by the normal gravity value computed on the
 HB0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0888.degrees latitude (g = 980.6199 gals.).
 HB0888
 HB0888.The modeled gravity was interpolated from observed gravity values.
 HB0888
 HB0888;                    North         East    Units  Estimated Accuracy
 HB0888;SPC IL W     -    43,540.      787,120.      MT  (+/- 180 meters Scaled)
 HB0888
 HB0888                          SUPERSEDED SURVEY CONTROL
 HB0888
 HB0888  NGVD 29 (??/??/??)   94.608  (m)          310.39   (f) ADJUSTED    2 0
 HB0888
 HB0888.Superseded values are not recommended for survey control.
 HB0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0888.See file dsdata.txt to determine how the superseded data were derived.
 HB0888
 HB0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG055032(NAD 83)
 HB0888_MARKER: DR = REFERENCE MARK DISK
 HB0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0888_STAMPING: CAIRO NO 3 1929
 HB0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0888+STABILITY: SURFACE MOTION
 HB0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0888+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 HB0888
 HB0888  HISTORY     - Date     Condition        Report By
 HB0888  HISTORY     - 1960     MONUMENTED       CGS
 HB0888  HISTORY     - 1960     GOOD             CGS
 HB0888  HISTORY     - 1976     GOOD             NGS
 HB0888  HISTORY     - 20020830 GOOD             USACE
 HB0888
 HB0888                          STATION DESCRIPTION
 HB0888
 HB0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0888'3.8 MI N FROM CAIRO.
 HB0888'ABOUT 3.8 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0888'AT CAIRO, THENCE 0.05 MILE WEST ALONG A GRAVEL ROAD, ABOUT 1.0
 HB0888'MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 3, AT THE JUNCTION
 HB0888'OF A DRIVE SOUTH TO A SMALL COMPOSITION SIDED HOUSE, IN THE
 HB0888'FENCE LINE ALONG THE NORTH SIDE OF MARSON PARK, 33 FEET SOUTH
 HB0888'OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 109 FEET
 HB0888'EAST OF A FENCE CORNER, 127 FEET EAST-SOUTHEAST OF THE CENTER OF
 HB0888'THE JUNCTION OF THE DRIVE SOUTH, ABOUT 1 FOOT BELOW THE LEVEL
 HB0888'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 HB0888'INCHES.
 HB0888
 HB0888                          STATION RECOVERY (1976)
 HB0888
 HB0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0888'RECOVERED IN GOOD CONDITION.
 HB0888
 HB0888                          STATION RECOVERY (2002)
 HB0888
 HB0888'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1722 ***********************************************************************
 HB1722  DESIGNATION -  CAIRO SINGER SEWING MACH STK
 HB1722  PID         -  HB1722
 HB1722  STATE/COUNTY-  IL/ALEXANDER
 HB1722  USGS QUAD   -  CAIRO (1993)
 HB1722
 HB1722                         *CURRENT SURVEY CONTROL
 HB1722  ___________________________________________________________________
 HB1722* NAD 83(1997)-  37 01 03.17660(N)    089 10 57.95866(W)     ADJUSTED  
 HB1722* NAVD 88     -                                                        
 HB1722  ___________________________________________________________________
 HB1722  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HB1722  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB1722
 HB1722  HORZ ORDER  -  THIRD
 HB1722
 HB1722.The horizontal coordinates were established by classical geodetic methods
 HB1722.and adjusted by the National Geodetic Survey in October 1999..
 HB1722
 HB1722
 HB1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1722
 HB1722.The geoid height was determined by GEOID03.
 HB1722
 HB1722;                    North         East     Units Scale Factor Converg.
 HB1722;SPC IL W     -    39,389.400   787,554.530   MT  1.00003558   +0 35 32.7
 HB1722;SPC IL W     -   129,230.06  2,583,835.15   sFT  1.00003558   +0 35 32.7
 HB1722;SPC MO E     -   132,211.316   367,217.276   MT  1.00010254   +0 47 35.3
 HB1722;SPC KY1Z     - 1,081,556.241 1,194,577.850   MT  1.00001639   -2 06 27.3
 HB1722;SPC KY1Z     - 3,548,405.77  3,919,210.83   sFT  1.00001639   -2 06 27.3
 HB1722;SPC KY S     -   581,478.869   194,593.224   MT  0.99996058   -2 04 54.6
 HB1722;SPC KY S     - 1,907,735.26    638,427.94   sFT  0.99996058   -2 04 54.6
 HB1722;UTM  16      - 4,099,046.681   305,817.643   MT  1.00006453   -1 18 52.4
 HB1722
 HB1722                          SUPERSEDED SURVEY CONTROL
 HB1722
 HB1722  NAD 83(1997)-  37 01 03.17754(N)    089 10 57.95734(W) AD(       ) 4
 HB1722  NAD 83(1986)-  37 01 03.18316(N)    089 10 57.96238(W) AD(       ) 4
 HB1722  NAD 27      -  37 01 03.00000(N)    089 10 57.69800(W) AD(       ) 3
 HB1722
 HB1722.Superseded values are not recommended for survey control.
 HB1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1722.See file dsdata.txt to determine how the superseded data were derived.
 HB1722
 HB1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0581899047(NAD 83)
 HB1722_MARKER: 63 = STACK
 HB1722
 HB1722  HISTORY     - Date     Condition        Report By
 HB1722  HISTORY     - 1929     FIRST OBSERVED   CGS
 HB1722
 HB1722                          STATION DESCRIPTION
 HB1722
 HB1722'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1723 ***********************************************************************
 HB1723  DESIGNATION -  CAIRO WATER SUPPLY WATER TANK
 HB1723  PID         -  HB1723
 HB1723  STATE/COUNTY-  IL/ALEXANDER
 HB1723  USGS QUAD   -  CAIRO (1993)
 HB1723
 HB1723                         *CURRENT SURVEY CONTROL
 HB1723  ___________________________________________________________________
 HB1723* NAD 83(1997)-  37 00 25.18858(N)    089 10 35.92761(W)     ADJUSTED  
 HB1723* NAVD 88     -                                                        
 HB1723  ___________________________________________________________________
 HB1723  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HB1723  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB1723
 HB1723  HORZ ORDER  -  THIRD
 HB1723
 HB1723.The horizontal coordinates were established by classical geodetic methods
 HB1723.and adjusted by the National Geodetic Survey in October 1999..
 HB1723
 HB1723
 HB1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1723
 HB1723.The geoid height was determined by GEOID03.
 HB1723
 HB1723;                    North         East     Units Scale Factor Converg.
 HB1723;SPC IL W     -    38,224.005   788,111.306   MT  1.00003678   +0 35 45.4
 HB1723;SPC IL W     -   125,406.59  2,585,661.84   sFT  1.00003678   +0 35 45.4
 HB1723;SPC MO E     -   131,047.800   367,778.168   MT  1.00010416   +0 47 47.9
 HB1723;SPC KY1Z     - 1,080,365.935 1,195,079.103   MT  1.00001914   -2 06 13.8
 HB1723;SPC KY1Z     - 3,544,500.57  3,920,855.36   sFT  1.00001914   -2 06 13.8
 HB1723;SPC KY S     -   580,288.855   195,094.982   MT  0.99996161   -2 04 41.3
 HB1723;SPC KY S     - 1,903,831.02    640,074.12   sFT  0.99996161   -2 04 41.3
 HB1723;UTM  16      - 4,097,863.374   306,335.348   MT  1.00006206   -1 18 38.0
 HB1723
 HB1723                          SUPERSEDED SURVEY CONTROL
 HB1723
 HB1723  NAD 83(1997)-  37 00 25.18966(N)    089 10 35.92606(W) AD(       ) 4
 HB1723  NAD 83(1986)-  37 00 25.19552(N)    089 10 35.93067(W) AD(       ) 4
 HB1723  NAD 27      -  37 00 25.00800(N)    089 10 35.66900(W) AD(       ) 3
 HB1723
 HB1723.Superseded values are not recommended for survey control.
 HB1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1723.See file dsdata.txt to determine how the superseded data were derived.
 HB1723
 HB1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0633597863(NAD 83)
 HB1723_MARKER: 53 = ELEVATED TANK
 HB1723
 HB1723  HISTORY     - Date     Condition        Report By
 HB1723  HISTORY     - 1929     FIRST OBSERVED   CGS
 HB1723  HISTORY     - 1960     GOOD             CGS
 HB1723
 HB1723                          STATION DESCRIPTION
 HB1723
 HB1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB1723'STATION IS LOCATED IN THE BUSINESS SECTION OF CAIRO AND IS ABOUT 0.3
 HB1723'MILE NORTHWEST OF THE POST OFFICE IN CAIRO.
 HB1723'
 HB1723'TO REACH FROM THE POST OFFICE IN CAIRO, GO NORTHWEST OF U.S. HIGHWAY
 HB1723'51 AND STATE ROUTE 37 FOR 0.35 MILE TO A SIDE STREET RIGHT,
 HB1723'TURN RIGHT AND GO 0.05 MILE TO STATION ON RIGHT.
 HB1723'
 HB1723'THE TANK IS OVAL SHAPED, IS PAINTED SILVER, IS SUPPORTED BY 6 LEGS
 HB1723'AND IS APPROXIMATELY 200 FEET HIGH.
 HB1723'
 HB1723'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3052 ***********************************************************************
 ME3052  DESIGNATION -  CALDWELL
 ME3052  PID         -  ME3052
 ME3052  STATE/COUNTY-  IL/COOK
 ME3052  USGS QUAD   -  RIVER FOREST (1997)
 ME3052
 ME3052                         *CURRENT SURVEY CONTROL
 ME3052  ___________________________________________________________________
 ME3052* NAD 83(1997)-  41 59 50.77434(N)    087 46 02.79378(W)     ADJUSTED  
 ME3052* NAVD 88     -       189.0    (meters)     620.     (feet)  VERTCON   
 ME3052  ___________________________________________________________________
 ME3052  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ME3052  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME3052
 ME3052  HORZ ORDER  -  FIRST
 ME3052
 ME3052.The horizontal coordinates were established by classical geodetic methods
 ME3052.and adjusted by the National Geodetic Survey in October 1999..
 ME3052
 ME3052.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3052
 ME3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3052
 ME3052.The geoid height was determined by GEOID03.
 ME3052
 ME3052;                    North         East     Units Scale Factor Converg.
 ME3052;SPC IL E     -   591,972.893   346,885.259   MT  1.00000204   +0 22 43.1
 ME3052;SPC IL E     - 1,942,164.40  1,138,072.72   sFT  1.00000204   +0 22 43.1
 ME3052;UTM  16      - 4,649,776.522   436,439.467   MT  0.99964971   -0 30 48.6
 ME3052
 ME3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3052!SPC IL E     -   0.99997564  x   1.00000204  =   0.99997768
 ME3052!UTM  16      -   0.99997564  x   0.99964971  =   0.99962535
 ME3052
 ME3052:                Primary Azimuth Mark                     Grid Az
 ME3052:SPC IL E     -  CALDWELL AZ MK                           090 34 25.8
 ME3052:UTM  16      -  CALDWELL AZ MK                           091 27 57.5
 ME3052
 ME3052|---------------------------------------------------------------------|
 ME3052| PID    Reference Object                     Distance      Geod. Az  |
 ME3052|                                                           dddmmss.s |
 ME3052| ME3086 CALDWELL AZ MK                      APPROX. 0.8 KM 0905708.9 |
 ME3052| CM2839 CALDWELL RM 1                        34.948 METERS 26455     |
 ME3052| CM2840 CALDWELL RM 2                        28.426 METERS 31546     |
 ME3052|---------------------------------------------------------------------|
 ME3052
 ME3052                          SUPERSEDED SURVEY CONTROL
 ME3052
 ME3052  NAD 83(1997)-  41 59 50.77450(N)    087 46 02.79434(W) AD(       ) 1
 ME3052  NAD 83(1997)-  41 59 50.77656(N)    087 46 02.80888(W) AD(       ) 1
 ME3052  NAD 83(1986)-  41 59 50.77789(N)    087 46 02.80809(W) AD(       ) 1
 ME3052  NAD 27      -  41 59 50.66548(N)    087 46 02.59074(W) AD(       ) 1
 ME3052  NGVD 29 (07/19/86)  189.1    (m)          620.     (f) VERT ANG       
 ME3052
 ME3052.Superseded values are not recommended for survey control.
 ME3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3052.See file dsdata.txt to determine how the superseded data were derived.
 ME3052
 ME3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3643949777(NAD 83)
 ME3052_MARKER: DD = SURVEY DISK
 ME3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME3052
 ME3052  HISTORY     - Date     Condition        Report By
 ME3052  HISTORY     - 1977     MONUMENTED       NGS
 ME3052  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 ME3052
 ME3052                          STATION DESCRIPTION
 ME3052
 ME3052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3052'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CHICAGO,
 ME3052'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF CALDWELL
 ME3052'AVENUE AND DEVON AVENUE AND ON PROPERTY OF THE COOK COUNTY
 ME3052'CALDWELL FOREST PERSERVE.
 ME3052'
 ME3052'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DEVON
 ME3052'AVENUE FOR 0.5 MILE TO THE INTERSECTION WITH NORTH NAVAJO
 ME3052'AND THE AZIMUTH MARK ON THE LEFT.
 ME3052'
 ME3052'THE STATION MARKS, STAMPED---CALDWELL 1977---ARE STANDARD
 ME3052'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 ME3052'CYLINDRICAL CONCRETE MONUMENT THAT IS 6 INCHES BELOW A
 ME3052'CAST IRON COVER WITH THE LETTERING, NATIONAL GEODETIC SURVEY
 ME3052'IT IS 112 FEET
 ME3052'WEST-NORTHWEST OF THE JUNCTION OF CALDWELL AVENUE AND DEVON
 ME3052'AVENUE, 63 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 ME3052'CALDWELL AVENUE AND 57 FEET NORTH-NORTHEAST OF THE CENTERLINE
 ME3052'OF DEVON AVENUE. THE UNDERGROUND DISK IS SET IN THE TOP OF
 ME3052'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 ME3052'SURFACE.
 ME3052'
 ME3052'REFERENCE MARK 1, STAMPED---CALDWELL NO 1 1977---IS A STANDARD
 ME3052'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ME3052'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 44 FEET NORTH OF
 ME3052'THE CENTERLINE OF DEVON AVENUE, 21 FEET NORTHWEST OF A SIGN,
 ME3052'(FOREST PERSERVE BIKE TRAIL) AND 11 FEET SOUTH-SOUTHWEST
 ME3052'OF THE BIKE TRAIL.
 ME3052'
 ME3052'REFERENCE MARK 2, STAMPED---CALDWELL NO 2 1977---IS A STANDARD
 ME3052'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ME3052'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 30 FEET
 ME3052'SOUTH-SOUTHWEST OF THE CENTERLINE OF CALDWELL AVENUE, 24 FEET
 ME3052'WEST-NORTHWEST OF THE CENTER OF A BIKE TRAIL AND 9 FEET
 ME3052'NORTHWEST OF A SIGN, (FOREST PERSERVE BIKE TRAIL).
 ME3052'
 ME3052'THE AZIMUTH MARKS, STAMPED---CALDWELL 1977---ARE STANDARD DISKS.
 ME3052'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME3052'CONCRETE MONUMENT BELOW A CAST IRON COVER WITH LETTERING,
 ME3052'NATIONAL GEODETIC SURVEY.  IT IS
 ME3052'22 FEET NORTH OF THE EAST BOUND LANE OF DEVON AVENUE AND 15
 ME3052'FEET SOUTH OF THE WEST BOUND LANE OF DEVON AVENUE.
 ME3052'
 ME3052'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 34.5 METERS.
 ME3052
 ME3052                          STATION RECOVERY (1996)
 ME3052
 ME3052'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3086 ***********************************************************************
 ME3086  DESIGNATION -  CALDWELL AZ MK
 ME3086  PID         -  ME3086
 ME3086  STATE/COUNTY-  IL/COOK
 ME3086  USGS QUAD   -  RIVER FOREST (1997)
 ME3086
 ME3086                         *CURRENT SURVEY CONTROL
 ME3086  ___________________________________________________________________
 ME3086* NAD 83(1997)-  41 59 50.35390(N)    087 45 29.00331(W)     ADJUSTED  
 ME3086* NAVD 88     -       187.     (meters)     614.     (feet)  VERTCON   
 ME3086  ___________________________________________________________________
 ME3086  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 ME3086  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME3086
 ME3086  HORZ ORDER  -  SECOND
 ME3086
 ME3086.The horizontal coordinates were established by classical geodetic methods
 ME3086.and adjusted by the National Geodetic Survey in October 1999..
 ME3086
 ME3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3086
 ME3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3086
 ME3086.The geoid height was determined by GEOID03.
 ME3086
 ME3086;                    North         East     Units Scale Factor Converg.
 ME3086;SPC IL E     -   591,965.103   347,663.019   MT  1.00000294   +0 23 05.7
 ME3086;SPC IL E     - 1,942,138.84  1,140,624.42   sFT  1.00000294   +0 23 05.7
 ME3086;UTM  16      - 4,649,756.630   437,216.737   MT  0.99964850   -0 30 26.0
 ME3086
 ME3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3086!SPC IL E     -   0.99997597  x   1.00000294  =   0.99997891
 ME3086!UTM  16      -   0.99997597  x   0.99964850  =   0.99962447
 ME3086
 ME3086|---------------------------------------------------------------------|
 ME3086| PID    Reference Object                     Distance      Geod. Az  |
 ME3086|                                                           dddmmss.s |
 ME3086| ME3085 CALDWELL AZ MK TPT                    5.306 METERS 09058     |
 ME3086| ME3052 CALDWELL                            APPROX. 0.8 KM 2705731.5 |
 ME3086|---------------------------------------------------------------------|
 ME3086
 ME3086                          SUPERSEDED SURVEY CONTROL
 ME3086
 ME3086  NAD 83(1997)-  41 59 50.35406(N)    087 45 29.00387(W) AD(       ) 2
 ME3086  NAD 83(1997)-  41 59 50.35625(N)    087 45 29.01841(W) AD(       ) 2
 ME3086  NAD 83(1986)-  41 59 50.35756(N)    087 45 29.01762(W) AD(       ) 2
 ME3086  NAD 27      -  41 59 50.24472(N)    087 45 28.80141(W) AD(       ) 2
 ME3086  NGVD 29 (07/19/86)  187.     (m)          614.     (f) VERT ANG       
 ME3086
 ME3086.Superseded values are not recommended for survey control.
 ME3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3086.See file dsdata.txt to determine how the superseded data were derived.
 ME3086
 ME3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3721749757(NAD 83)
 ME3086_MARKER: DD = SURVEY DISK
 ME3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3086+STABILITY: SURFACE MOTION
 ME3086
 ME3086  HISTORY     - Date     Condition        Report By
 ME3086  HISTORY     - 1977     MONUMENTED       NGS
 ME3086  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 ME3086
 ME3086                          STATION DESCRIPTION
 ME3086
 ME3086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3086'A TRAVERSE WAS MADE TO TRIANGULATION STATION CALDWELL USING
 ME3086'ELECTRONIC DISTANCE EQUIPMENT.
 ME3086
 ME3086                          STATION RECOVERY (1996)
 ME3086
 ME3086'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1404 ***********************************************************************
 NH1404  DESIGNATION -  CALHOUN
 NH1404  PID         -  NH1404
 NH1404  STATE/COUNTY-  IL/WINNEBAGO
 NH1404  USGS QUAD   -  SOUTH BELOIT (1993)
 NH1404
 NH1404                         *CURRENT SURVEY CONTROL
 NH1404  ___________________________________________________________________
 NH1404* NAD 83(1997)-  42 23 23.66167(N)    089 02 53.27270(W)     ADJUSTED  
 NH1404* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 NH1404  ___________________________________________________________________
 NH1404  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 NH1404  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NH1404
 NH1404  HORZ ORDER  -  SECOND
 NH1404
 NH1404.The horizontal coordinates were established by classical geodetic methods
 NH1404.and adjusted by the National Geodetic Survey in October 1999..
 NH1404
 NH1404.The orthometric height was scaled from a topographic map.
 NH1404
 NH1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1404
 NH1404.The geoid height was determined by GEOID03.
 NH1404
 NH1404;                    North         East     Units Scale Factor Converg.
 NH1404;SPC IL W     -   635,995.762   792,098.752   MT  1.00004550   +0 45 14.9
 NH1404;SPC IL W     - 2,086,596.10  2,598,743.99   sFT  1.00004550   +0 45 14.9
 NH1404;SPC IL E     -   635,658.667   241,142.676   MT  1.00001761   -0 28 54.9
 NH1404;SPC IL E     - 2,085,490.14    791,148.93   sFT  1.00001761   -0 28 54.9
 NH1404;SPC WI S     -    43,763.668   678,384.893   MT  1.00008692   +0 39 14.5
 NH1404;SPC WI S     -   143,581.30  2,225,667.77   sFT  1.00008692   +0 39 14.5
 NH1404;UTM  16      - 4,695,100.376   331,414.726   MT  0.99994970   -1 22 52.0
 NH1404
 NH1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1404!SPC IL W     -   0.99997108  x   1.00004550  =   1.00001658
 NH1404!SPC IL E     -   0.99997108  x   1.00001761  =   0.99998869
 NH1404!SPC WI S     -   0.99997108  x   1.00008692  =   1.00005799
 NH1404!UTM  16      -   0.99997108  x   0.99994970  =   0.99992078
 NH1404
 NH1404|---------------------------------------------------------------------|
 NH1404| PID    Reference Object                     Distance      Geod. Az  |
 NH1404|                                                           dddmmss.s |
 NH1404| NH1399 BUREAU                              197.323 METERS 02922     |
 NH1404| NH0793 CARROLL                             APPROX. 0.8 KM 2190833.1 |
 NH1404| CI9157 CALHOUN RM                           12.500 METERS 30241     |
 NH1404|---------------------------------------------------------------------|
 NH1404
 NH1404                          SUPERSEDED SURVEY CONTROL
 NH1404
 NH1404  NAD 83(1997)-  42 23 23.66159(N)    089 02 53.27316(W) AD(       ) 2
 NH1404  NAD 83(1997)-  42 23 23.65761(N)    089 02 53.27209(W) AD(       ) 2
 NH1404  NAD 83(1986)-  42 23 23.65633(N)    089 02 53.27584(W) AD(       ) 2
 NH1404  NAD 27      -  42 23 23.59400(N)    089 02 52.87630(W) AD(       ) 2
 NH1404
 NH1404.Superseded values are not recommended for survey control.
 NH1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1404.See file dsdata.txt to determine how the superseded data were derived.
 NH1404
 NH1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3141595100(NAD 83)
 NH1404_MARKER: N = NAIL
 NH1404_SETTING: 0 = UNSPECIFIED SETTING
 NH1404
 NH1404  HISTORY     - Date     Condition        Report By
 NH1404  HISTORY     - 1920     MONUMENTED       CGS
 NH1404  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1404
 NH1404                          STATION DESCRIPTION
 NH1404
 NH1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1404'STATION IS ABOUT 5-1/8 MILES S OF ROCKTON, ON THE E SIDE OF
 NH1404'THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 100 YARDS N OF
 NH1404'RAILROAD BRIDGE E 564, 100 YARDS E OF J.L. JOHNSONS BARN, W
 NH1404'OF THE PICNIC AND CAMPING GROUND, AND 1.69 METERS (5.54 FEET)
 NH1404'E OF THE E AND NEAREST RAIL.  THE STATION AND REFERENCE MARKS
 NH1404'ARE GREEN STAKES, EACH WITH A NAIL IN THE TOP AND A CROSS
 NH1404'FILED ON THE NAIL.  THE REFERENCE MARK IS ON THE OPPOSITE SIDE
 NH1404'OF THE TRACK, 12.50 METERS (41.01 FEET) FROM THE STATION,
 NH1404'N 57 DEG 18 MIN W.
 NH1404
 NH1404                          STATION RECOVERY (1997)
 NH1404
 NH1404'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1389 ***********************************************************************
 KB1389  DESIGNATION -  CALLOWAY
 KB1389  PID         -  KB1389
 KB1389  STATE/COUNTY-  IL/CHRISTIAN
 KB1389  USGS QUAD   -  KINCAID (1982)
 KB1389
 KB1389                         *CURRENT SURVEY CONTROL
 KB1389  ___________________________________________________________________
 KB1389* NAD 83(1997)-  39 33 13.50237(N)    089 27 56.90267(W)     ADJUSTED  
 KB1389* NAVD 88     -       185.2    (meters)     608.     (feet)  VERTCON   
 KB1389  ___________________________________________________________________
 KB1389  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 KB1389  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB1389
 KB1389  HORZ ORDER  -  FIRST
 KB1389
 KB1389.The horizontal coordinates were established by classical geodetic methods
 KB1389.and adjusted by the National Geodetic Survey in October 1999..
 KB1389
 KB1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1389
 KB1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1389
 KB1389.The geoid height was determined by GEOID03.
 KB1389
 KB1389;                    North         East     Units Scale Factor Converg.
 KB1389;SPC IL W     -   320,678.096   760,233.681   MT  0.99998583   +0 26 46.8
 KB1389;SPC IL W     - 1,052,091.39  2,494,200.00   sFT  0.99998583   +0 26 46.8
 KB1389;SPC IL E     -   321,066.914   202,668.420   MT  1.00009159   -0 43 16.4
 KB1389;SPC IL E     - 1,053,367.03    664,921.31   sFT  1.00009159   -0 43 16.4
 KB1389;UTM  16      - 4,381,133.845   288,143.299   MT  1.00015263   -1 34 14.9
 KB1389
 KB1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1389!SPC IL W     -   0.99997597  x   0.99998583  =   0.99996180
 KB1389!SPC IL E     -   0.99997597  x   1.00009159  =   1.00006756
 KB1389!UTM  16      -   0.99997597  x   1.00015263  =   1.00012860
 KB1389
 KB1389:                Primary Azimuth Mark                     Grid Az
 KB1389:SPC IL W     -  CALLOWAY AZ MK                           091 22 42.3
 KB1389:SPC IL E     -  CALLOWAY AZ MK                           092 32 45.5
 KB1389:UTM  16      -  CALLOWAY AZ MK                           093 23 44.0
 KB1389
 KB1389|---------------------------------------------------------------------|
 KB1389| PID    Reference Object                     Distance      Geod. Az  |
 KB1389|                                                           dddmmss.s |
 KB1389| KB1387 CALLOWAY AZ MK                      APPROX. 0.9 KM 0914929.1 |
 KB1389| CI6795 CALLOWAY RM 1                        29.864 METERS 13222     |
 KB1389| CI6796 CALLOWAY RM 2                        26.737 METERS 21910     |
 KB1389|---------------------------------------------------------------------|
 KB1389
 KB1389                          SUPERSEDED SURVEY CONTROL
 KB1389
 KB1389  NAD 83(1986)-  39 33 13.51103(N)    089 27 56.88815(W) AD(       ) 1
 KB1389  NAD 27      -  39 33 13.32698(N)    089 27 56.54658(W) AD(       ) 1
 KB1389  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG       
 KB1389
 KB1389.Superseded values are not recommended for survey control.
 KB1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1389.See file dsdata.txt to determine how the superseded data were derived.
 KB1389
 KB1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8814381134(NAD 83)
 KB1389_MARKER: DS = TRIANGULATION STATION DISK
 KB1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1389
 KB1389  HISTORY     - Date     Condition        Report By
 KB1389  HISTORY     - 1975     MONUMENTED       NGS
 KB1389
 KB1389                          STATION DESCRIPTION
 KB1389
 KB1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1389'THE STATION IS ABOUT 9.5 MILES WEST OF TAYLORVILLE, 8 MILES
 KB1389'SOUTHWEST OF EDINBURG, 3.5 MILES SOUTHWEST OF KINCAID, 2.8 MILES
 KB1389'SOUTHEAST OF SICILY AND ON PROPERTY OWNED BY MR. H.T. CALLOWAY.
 KB1389'
 KB1389'TO REACH THE STATION FROM THE POST OFFICE IN BULLPITT, GO SOUTH
 KB1389'ON COUNTY ROAD 5, CROSSING RAILROAD TRACKS, FOR 1.5 MILES TO A
 KB1389'CROSSROAD.  CONTINUE SOUTH ON COUNTY ROAD 5 FOR 0.9 MILE TO A
 KB1389'CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED BLACK TOP ROAD FOR
 KB1389'2.2 MILES TO A FIELD ROAD RIGHT AND THE STATION ON THE RIGHT JUST
 KB1389'PAST THE FIELD ROAD.
 KB1389'
 KB1389'THE STATION MARKS ARE STANDARD DISKS STAMPED CALLOWAY 1975.  THE
 KB1389'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1389'MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 89
 KB1389'FEET NORTH OF THE CENTERLINE OF A PAVED BLACK TOP ROAD, AND 17
 KB1389'FEET WEST OF A FIELD ROAD.  THE UNDERGROUND DISK IS SET IN AN
 KB1389'IRREGULAR MASS OF CONCRETE APPROXIMATELY 42 INCHES BELOW THE
 KB1389'GROUND SURFACE.
 KB1389'
 KB1389'REFERENCE MARK 1, A STANDARD DISK STAMPED CALLOWAY NO 1 1975,
 KB1389'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KB1389'IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET EAST OF A FIELD
 KB1389'ROAD, AND 25 FEET NORTH OF THE CENTERLINE OF A PAVED BLACK TOP
 KB1389'ROAD.
 KB1389'
 KB1389'REFERENCE MARK 2, A STANDARD DISK STAMPED CALLOWAY NO 2 1975, IS
 KB1389'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KB1389'FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET WEST OF THE CENTER
 KB1389'OF A FIELD ROAD, 64 FEET WEST OF A WOODEN POST LOCATED ON THE
 KB1389'WEST SIDE OF A FIELD ROAD, AND 23 FEET NORTH OF THE CENTERLINE OF
 KB1389'A PAVED BLACKTOP ROAD.
 KB1389'
 KB1389'AZIMUTH MARK, A STANDARD DISK STAMPED CALLOWAY AZ 1975, IS SET IN
 KB1389'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KB1389'WITH THE GROUND SURFACE.  IT IS 22 FEET SOUTH OF THE CENTERLINE OF
 KB1389'PAVED ROAD, 19 FEET EAST OF A POWERLINE POLE WITH REA COOP 4B
 KB1389'STAMPED ON IT, 2.9 FEET NORTHEAST OF A METAL WITNESS POST, AND
 KB1389'2.7 FEET NORTH OF A WOODEN FENCE.
 KB1389'
 KB1389'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON SURFACED
 KB1389'ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT, SOUTH SIDE OF ROAD.
 KB1389'
 KB1389'HEIGHT OF LIGHT ABOVE STATION MARK 31.61 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1387 ***********************************************************************
 KB1387  DESIGNATION -  CALLOWAY AZ MK
 KB1387  PID         -  KB1387
 KB1387  STATE/COUNTY-  IL/CHRISTIAN
 KB1387  USGS QUAD   -  KINCAID (1982)
 KB1387
 KB1387                         *CURRENT SURVEY CONTROL
 KB1387  ___________________________________________________________________
 KB1387* NAD 83(1997)-  39 33 12.53446(N)    089 27 17.73064(W)     ADJUSTED  
 KB1387* NAVD 88     -       185.8    (meters)     610.     (feet)  GPS OBS   
 KB1387  ___________________________________________________________________
 KB1387  X           -      46,848.219 (meters)                     COMP
 KB1387  Y           -  -4,924,322.523 (meters)                     COMP
 KB1387  Z           -   4,039,981.451 (meters)                     COMP
 KB1387  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KB1387  ELLIP HEIGHT-         153.75  (meters)          (12/06/04) GPS OBS
 KB1387  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB1387
 KB1387  HORZ ORDER  -  FIRST
 KB1387  ELLP ORDER  -  FOURTH    CLASS I
 KB1387
 KB1387.The horizontal coordinates were established by GPS observations
 KB1387.and adjusted by the WOOLPERT CONSULTANTS in July 2003..
 KB1387
 KB1387.The orthometric height was determined by GPS observations and a
 KB1387.high-resolution geoid model.
 KB1387
 KB1387.Photographs are available for this station.
 KB1387
 KB1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1387
 KB1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1387
 KB1387.The ellipsoidal height was determined by GPS observations
 KB1387.and is referenced to NAD 83.
 KB1387
 KB1387.The geoid height was determined by GEOID03.
 KB1387
 KB1387;                    North         East     Units Scale Factor Converg.
 KB1387;SPC IL W     -   320,655.587   761,169.077   MT  0.99998723   +0 27 11.7
 KB1387;SPC IL W     - 1,052,017.54  2,497,268.88   sFT  0.99998723   +0 27 11.7
 KB1387;SPC IL E     -   321,025.346   203,603.260   MT  1.00008936   -0 42 51.4
 KB1387;SPC IL E     - 1,053,230.66    667,988.36   sFT  1.00008936   -0 42 51.4
 KB1387;UTM  16      - 4,381,078.417   289,077.476   MT  1.00014777   -1 33 49.9
 KB1387
 KB1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1387!SPC IL W     -   0.99997588  x   0.99998723  =   0.99996311
 KB1387!SPC IL E     -   0.99997588  x   1.00008936  =   1.00006524
 KB1387!UTM  16      -   0.99997588  x   1.00014777  =   1.00012365
 KB1387
 KB1387:                Primary Azimuth Mark                     Grid Az
 KB1387:SPC IL W     -  CALLOWAY                                 271 22 42.3
 KB1387:SPC IL E     -  CALLOWAY                                 272 32 45.4
 KB1387:UTM  16      -  CALLOWAY                                 273 23 43.9
 KB1387
 KB1387|---------------------------------------------------------------------|
 KB1387| PID    Reference Object                     Distance      Geod. Az  |
 KB1387|                                                           dddmmss.s |
 KB1387| KB1389 CALLOWAY                            APPROX. 0.9 KM 2714954.0 |
 KB1387| KB1388 CALLOWAY AZ A PT 1976                22.024 METERS 31150     |
 KB1387|---------------------------------------------------------------------|
 KB1387
 KB1387                          SUPERSEDED SURVEY CONTROL
 KB1387
 KB1387  ELLIP H (07/22/03)  153.74   (m)                       GP(       ) 4 1
 KB1387  NAD 83(1997)-  39 33 12.53481(N)    089 27 17.73094(W) AD(       ) 2
 KB1387  NAD 83(1986)-  39 33 12.54350(N)    089 27 17.71641(W) AD(       ) 2
 KB1387  NAD 27      -  39 33 12.36017(N)    089 27 17.37600(W) AD(       ) 2
 KB1387  NGVD 29 (07/19/86)  186.7    (m)          613.     (f) VERT ANG       
 KB1387
 KB1387.Superseded values are not recommended for survey control.
 KB1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1387.See file dsdata.txt to determine how the superseded data were derived.
 KB1387
 KB1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8907781078(NAD 83)
 KB1387_MARKER: DR = REFERENCE MARK DISK
 KB1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1387_STAMPING: CALLOWAY AZ 1975
 KB1387_MARK LOGO: NGS   
 KB1387_PROJECTION: FLUSH
 KB1387_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1387+STABILITY: SURFACE MOTION
 KB1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1387+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2003
 KB1387
 KB1387  HISTORY     - Date     Condition        Report By
 KB1387  HISTORY     - 1975     MONUMENTED       NGS
 KB1387  HISTORY     - 20030613 GOOD             WOOLPT
 KB1387
 KB1387                          STATION DESCRIPTION
 KB1387
 KB1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1387'STATION IS LOCATED ABOUT 9.5 MILES WEST OF TAYLORVILLE, 8 MILES
 KB1387'SOUTHWEST OF EDINBURG, 3.5 MILES SOUTHWEST OF KINCAID AND 3 MILES
 KB1387'SOUTHEAST OF SICILY AND ON THE SOUTH SIDE OF ROAD.
 KB1387'
 KB1387'STATION IS A STANDARD REFERENCE MARK DISK STAMPED CALLOWAY AZ
 KB1387'1975, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 KB1387'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET SOUTH OF
 KB1387'THE APPROXIMATE CENTER OF ROAD, 19 FEET EAST OF A POWERLINE POLE
 KB1387'WITH REA COOP 4B STAMPED ON IT, 2.9 FEET NORTHEAST OF METAL
 KB1387'WITNESS POST WITH SIGN ATTACHED AND 2.7 FEET NORTH OF A WOODEN
 KB1387'FENCE.
 KB1387'
 KB1387'TO REACH FROM TRIANGULATION STATION CALLOWAY, GO EAST ON SURFACE
 KB1387'ROAD FOR 0.45 MILE TO STATION ON THE RIGHT, SOUTH SIDE OF ROAD.
 KB1387'
 KB1387'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KB1387'CALLOWAY, DISTANCE BEING 935.668 METERS, EAST OF TRIANGULATION
 KB1387'STATION CALLOWAY.
 KB1387
 KB1387                          STATION RECOVERY (2003)
 KB1387
 KB1387'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 KB1387'THE STATION IS LOCATED APPROXIMATELY 20.0 MI SOUTH-SOUTHEAST OF THE
 KB1387'CITY OF SPRINGFIELD,
 KB1387'9.3 MI NORTH OF THE COMMUNITY OF MORRISONVILLE, AND 8.6 MI WEST OF THE
 KB1387'CITY OF
 KB1387'TAYLORVILLE. ON THE SOUTH SIDE OF EAST 1400 NORTH ROAD, APPROXIMATELY
 KB1387'0.15 MI WEST OF
 KB1387'THE JUNCTION OF 1400 NORTH ROAD WITH NORTH 445 EAST ROAD.
 KB1387'OWNERSHIP--CHRISTIAN COUNTY.
 KB1387' 
 KB1387'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 WITH
 KB1387'DIVERNON ROAD
 KB1387'BRIDGE, ON THE EAST SIDE OF THE COMMUNITY OF DIVERNON, GO EAST 3.0 MI
 KB1387'ON DIVERNON ROAD
 KB1387'TO THE JUNCTION OF DIVERNON ROAD WITH SOUTH PAWNEE ROAD, TURN RIGHT
 KB1387'AND GO 100 FEET
 KB1387'ON PAWNEE ROAD TO JUNCTION OF DIVERNON ROAD ON THE LEFT, TURN LEFT AND
 KB1387'GO EAST 3.0 MI
 KB1387'ON DIVERONON TO THE COUNTY LINE, CONTINUE EAST 1.0 MI ON EAST 1500
 KB1387'NORTH ROAD TO THE
 KB1387'JUNCTION OF 1500 NORTH ROAD WITH COUNTY ROAD 100 EAST, TURN RIGHT AND
 KB1387'GO SOUTH 1.0 MI
 KB1387'ON 100 EAST TO THE JUNCTION OF 100 EAST WITH EAST 1400 NORTH ROAD,
 KB1387'TURN LEFT AND GO EAST
 KB1387'3.2 MI ON 1400 NORTH ROAD TO THE STATION ON THE RIGHT. THE STATION IS
 KB1387'A STANDARD NGS
 KB1387'REFERENCE MARK DISK STAMPED --CALLOWAY AZ 1975-- SET INTO THE TOP OF A
 KB1387'12-INCH DIAMETER
 KB1387'CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND APPROXIMATELY 1 FOOT
 KB1387'ABOVE ROAD.
 KB1387' 
 KB1387'THE STATION IS 22 FEET SOUTH OF THE CENTERLINE OF 1400 NORTH ROAD, 19
 KB1387'FEET EAST OF A
 KB1387'UTILITY POLE, AND APPROXIMATELY 3 FEET NORTH OF THE NORTH EDGE OF
 KB1387'FIELD.
 KB1387'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2888 ***********************************************************************
 ME2888  DESIGNATION -  CALUMET CITY ASHLAND TANK
 ME2888  PID         -  ME2888
 ME2888  STATE/COUNTY-  IL/COOK
 ME2888  USGS QUAD   -  LAKE CALUMET (1997)
 ME2888
 ME2888                         *CURRENT SURVEY CONTROL
 ME2888  ___________________________________________________________________
 ME2888* NAD 83(1997)-  41 38 14.48076(N)    087 33 58.68034(W)     ADJUSTED  
 ME2888* NAVD 88     -                                                        
 ME2888  ___________________________________________________________________
 ME2888  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 ME2888  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2888
 ME2888  HORZ ORDER  -  THIRD
 ME2888
 ME2888.The horizontal coordinates were established by classical geodetic methods
 ME2888.and adjusted by the National Geodetic Survey in October 1999..
 ME2888
 ME2888
 ME2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2888
 ME2888.The geoid height was determined by GEOID03.
 ME2888
 ME2888;                    North         East     Units Scale Factor Converg.
 ME2888;SPC IL E     -   552,109.034   363,907.458   MT  1.00002524   +0 30 34.7
 ME2888;SPC IL E     - 1,811,377.72  1,193,919.72   sFT  1.00002524   +0 30 34.7
 ME2888;UTM  16      - 4,609,668.394   452,834.940   MT  0.99962737   -0 22 34.6
 ME2888
 ME2888                          SUPERSEDED SURVEY CONTROL
 ME2888
 ME2888  NAD 83(1997)-  41 38 14.48082(N)    087 33 58.68041(W) AD(       ) 4
 ME2888  NAD 83(1997)-  41 38 14.48584(N)    087 33 58.68807(W) AD(       ) 4
 ME2888  NAD 83(1986)-  41 38 14.48588(N)    087 33 58.68787(W) AD(       ) 4
 ME2888  NAD 27      -  41 38 14.36094(N)    087 33 58.53322(W) AD(       ) 3
 ME2888
 ME2888.Superseded values are not recommended for survey control.
 ME2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2888.See file dsdata.txt to determine how the superseded data were derived.
 ME2888
 ME2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5283509668(NAD 83)
 ME2888_MARKER: 53 = ELEVATED TANK
 ME2888
 ME2888  HISTORY     - Date     Condition        Report By
 ME2888  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2888
 ME2888                          STATION DESCRIPTION
 ME2888
 ME2888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2888'THE STATION IS THE APEX OF VENT OF THE CALUMET CITY ASHLAND
 ME2888'CHEMICAL COMPANY WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 ME2888'WITH A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM,
 ME2888'SUPPORTED BY FOUR TUBULAR LEGS, SILVER IN COLOR WITH THE NAME
 ME2888'(ASHLAND) IN BLACK LETTERS, AND APPROXIMATELY 135 FEET HIGH.
 ME2888'
 ME2888'LOCATED IN THE NORTHWEST SECTION OF CALUMET CITY, IN THE
 ME2888'NORTHEAST ANGLE OF THE INTERSECTION OF PAXTON AVENUE AND DOLTON
 ME2888'AVENUE, 0.4 MILE NORTHEAST OF THE INTERSECTION, AND NEAR THE
 ME2888'SOUTH BANK OF THE LITTLE CALUMET RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2889 ***********************************************************************
 ME2889  DESIGNATION -  CALUMET CITY MUN TANK
 ME2889  PID         -  ME2889
 ME2889  STATE/COUNTY-  IL/COOK
 ME2889  USGS QUAD   -  LAKE CALUMET (1997)
 ME2889
 ME2889                         *CURRENT SURVEY CONTROL
 ME2889  ___________________________________________________________________
 ME2889* NAD 83(1997)-  41 37 49.89651(N)    087 34 02.24984(W)     ADJUSTED  
 ME2889* NAVD 88     -                                                        
 ME2889  ___________________________________________________________________
 ME2889  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 ME2889  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2889
 ME2889  HORZ ORDER  -  THIRD
 ME2889
 ME2889.The horizontal coordinates were established by classical geodetic methods
 ME2889.and adjusted by the National Geodetic Survey in October 1999..
 ME2889
 ME2889
 ME2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2889
 ME2889.The geoid height was determined by GEOID03.
 ME2889
 ME2889;                    North         East     Units Scale Factor Converg.
 ME2889;SPC IL E     -   551,349.844   363,831.583   MT  1.00002512   +0 30 32.1
 ME2889;SPC IL E     - 1,808,886.95  1,193,670.79   sFT  1.00002512   +0 30 32.1
 ME2889;UTM  16      - 4,608,910.770   452,747.371   MT  0.99962748   -0 22 36.7
 ME2889
 ME2889                          SUPERSEDED SURVEY CONTROL
 ME2889
 ME2889  NAD 83(1997)-  41 37 49.89657(N)    087 34 02.24990(W) AD(       ) 4
 ME2889  NAD 83(1997)-  41 37 49.90159(N)    087 34 02.25747(W) AD(       ) 4
 ME2889  NAD 83(1986)-  41 37 49.90162(N)    087 34 02.25729(W) AD(       ) 4
 ME2889  NAD 27      -  41 37 49.77657(N)    087 34 02.10302(W) AD(       ) 3
 ME2889
 ME2889.Superseded values are not recommended for survey control.
 ME2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2889.See file dsdata.txt to determine how the superseded data were derived.
 ME2889
 ME2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5274708911(NAD 83)
 ME2889_MARKER: 51 = TANK
 ME2889
 ME2889  HISTORY     - Date     Condition        Report By
 ME2889  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2889
 ME2889                          STATION DESCRIPTION
 ME2889
 ME2889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2889'THE STATION IS THE APEX OF VENT OF THE CALUMET CITY
 ME2889'MUNICIPAL WATER TANK.  IT IS A SINGULAR COLUMN SPHEROID TANK,
 ME2889'YELLOW IN COLOR WITH A HAPPY FACE PAINTED ON, AND IS
 ME2889'APPROXIMATELY 150 FEET HIGH.
 ME2889'
 ME2889'LOCATED IN THE NORTHWEST SECTION OF CALUMET CITY, 100 FEET
 ME2889'SOUTHWEST OF THE CENTERLINE OF DOLTON AVENUE AND 0.15 MILE
 ME2889'NORTHWEST OF STATE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5765 ***********************************************************************
 DF5765  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5765  DESIGNATION -  CALUMET HARBOR CORS ARP
 DF5765  CORS_ID     -  CALU
 DF5765  PID         -  DF5765
 DF5765  STATE/COUNTY-  IL/COOK
 DF5765  USGS QUAD   -  LAKE CALUMET (1997)
 DF5765
 DF5765                         *CURRENT SURVEY CONTROL
 DF5765  ___________________________________________________________________
 DF5765* NAD 83(CORS)-  41 43 47.41453(N)    087 32 18.35359(W)     ADJUSTED  
 DF5765* NAVD 88     -                                                        
 DF5765  ___________________________________________________________________
 DF5765  EPOCH DATE  -        2002.00
 DF5765  X           -     204,744.968 (meters)                     COMP
 DF5765  Y           -  -4,762,737.386 (meters)                     COMP
 DF5765  Z           -   4,223,356.126 (meters)                     COMP
 DF5765  ELLIP HEIGHT-         149.03  (meters)          (05/??/03) GPS OBS
 DF5765  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DF5765
 DF5765  HORZ ORDER  -  SPECIAL (CORS)
 DF5765  ELLP ORDER  -  SPECIAL (CORS)
 DF5765
 DF5765.ITRF positions are available for this station.
 DF5765.The coordinates were established by GPS observations
 DF5765.and adjusted by the National Geodetic Survey in May 2003..
 DF5765.The coordinates are valid at the epoch date displayed above.
 DF5765.The epoch date for horizontal control is a decimal equivalence
 DF5765.of Year/Month/Day.
 DF5765
 DF5765
 DF5765.The PID for the CORS L1 Phase Center is DF5766.
 DF5765
 DF5765.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5765
 DF5765.The ellipsoidal height was determined by GPS observations
 DF5765.and is referenced to NAD 83.
 DF5765
 DF5765.The geoid height was determined by GEOID03.
 DF5765
 DF5765;                    North         East     Units Scale Factor Converg.
 DF5765;SPC IL E     -   562,401.590   366,134.645   MT  1.00002880   +0 31 44.8
 DF5765;SPC IL E     - 1,845,145.88  1,201,226.75   sFT  1.00002880   +0 31 44.8
 DF5765
 DF5765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5765!SPC IL E     -   0.99997663  x   1.00002880  =   1.00000543
 DF5765
 DF5765                          SUPERSEDED SURVEY CONTROL
 DF5765
 DF5765.No superseded survey control is available for this station.
 DF5765
 DF5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5522019921(NAD 83)
 DF5765_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5765
 DF5765                          STATION DESCRIPTION
 DF5765
 DF5765'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5765'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5765'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5765'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5765'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5765'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5766 ***********************************************************************
 DF5766  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5766  DESIGNATION -  CALUMET HARBOR CORS L1 PHASE CENTER
 DF5766  CORS_ID     -  CALU
 DF5766  PID         -  DF5766
 DF5766  STATE/COUNTY-  IL/COOK
 DF5766  USGS QUAD   -  LAKE CALUMET (1997)
 DF5766
 DF5766                         *CURRENT SURVEY CONTROL
 DF5766  ___________________________________________________________________
 DF5766* NAD 83(CORS)-  41 43 47.41454(N)    087 32 18.35357(W)     ADJUSTED  
 DF5766* NAVD 88     -                                                        
 DF5766  ___________________________________________________________________
 DF5766  EPOCH DATE  -        2002.00
 DF5766  X           -     204,744.971 (meters)                     COMP
 DF5766  Y           -  -4,762,737.438 (meters)                     COMP
 DF5766  Z           -   4,223,356.173 (meters)                     COMP
 DF5766  ELLIP HEIGHT-         149.10  (meters)          (05/??/03) GPS OBS
 DF5766  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DF5766
 DF5766  HORZ ORDER  -  SPECIAL (CORS)
 DF5766  ELLP ORDER  -  SPECIAL (CORS)
 DF5766
 DF5766.ITRF positions are available for this station.
 DF5766.The coordinates were established by GPS observations
 DF5766.and adjusted by the National Geodetic Survey in May 2003..
 DF5766.The coordinates are valid at the epoch date displayed above.
 DF5766.The epoch date for horizontal control is a decimal equivalence
 DF5766.of Year/Month/Day.
 DF5766
 DF5766
 DF5766.The PID for the CORS ARP is DF5765.
 DF5766
 DF5766.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5766
 DF5766.The ellipsoidal height was determined by GPS observations
 DF5766.and is referenced to NAD 83.
 DF5766
 DF5766.The geoid height was determined by GEOID03.
 DF5766
 DF5766;                    North         East     Units Scale Factor Converg.
 DF5766;SPC IL E     -   562,401.590   366,134.645   MT  1.00002880   +0 31 44.8
 DF5766;SPC IL E     - 1,845,145.88  1,201,226.75   sFT  1.00002880   +0 31 44.8
 DF5766
 DF5766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5766!SPC IL E     -   0.99997661  x   1.00002880  =   1.00000541
 DF5766
 DF5766                          SUPERSEDED SURVEY CONTROL
 DF5766
 DF5766.No superseded survey control is available for this station.
 DF5766
 DF5766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5522019921(NAD 83)
 DF5766_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5766
 DF5766                          STATION DESCRIPTION
 DF5766
 DF5766'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5766'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5766'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5766'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5766'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5766'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1651 ***********************************************************************
 HB1651  DESIGNATION -  CAMBRIA
 HB1651  PID         -  HB1651
 HB1651  STATE/COUNTY-  IL/WILLIAMSON
 HB1651  USGS QUAD   -  HERRIN (1978)
 HB1651
 HB1651                         *CURRENT SURVEY CONTROL
 HB1651  ___________________________________________________________________
 HB1651* NAD 83(1997)-  37 47 32.74061(N)    089 06 46.42072(W)     ADJUSTED  
 HB1651* NAVD 88     -       143.8    (meters)     472.     (feet)  VERTCON   
 HB1651  ___________________________________________________________________
 HB1651  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HB1651  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB1651
 HB1651  HORZ ORDER  -  FIRST
 HB1651
 HB1651.The horizontal coordinates were established by classical geodetic methods
 HB1651.and adjusted by the National Geodetic Survey in October 1999..
 HB1651
 HB1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1651
 HB1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1651
 HB1651.The geoid height was determined by GEOID03.
 HB1651
 HB1651;                    North         East     Units Scale Factor Converg.
 HB1651;SPC IL E     -   125,222.323   231,337.851   MT  1.00003304   -0 28 39.8
 HB1651;SPC IL E     -   410,833.57    758,980.93   sFT  1.00003304   -0 28 39.8
 HB1651;UTM  16      - 4,184,887.497   313,961.238   MT  1.00002631   -1 17 42.6
 HB1651
 HB1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1651!SPC IL E     -   0.99998201  x   1.00003304  =   1.00001505
 HB1651!UTM  16      -   0.99998201  x   1.00002631  =   1.00000832
 HB1651
 HB1651:                Primary Azimuth Mark                     Grid Az
 HB1651:SPC IL E     -  HERRIN MUNICIPAL TANK                    096 44 48.0
 HB1651:UTM  16      -  HERRIN MUNICIPAL TANK                    097 33 50.8
 HB1651
 HB1651|---------------------------------------------------------------------|
 HB1651| PID    Reference Object                     Distance      Geod. Az  |
 HB1651|                                                           dddmmss.s |
 HB1651| HB1654 HERRIN MUNICIPAL TANK               APPROX. 7.3 KM 0961608.2 |
 HB1651| HB1652 CARTERVILLE MUNICIPAL TANK          APPROX. 5.2 KM 1305951.5 |
 HB1651| CI4036 CAMBRIA AZ MK                                      1354556.0 |
 HB1651| CI4037 CAMBRIA RM 1                         24.320 METERS 21325     |
 HB1651| CI4038 CAMBRIA RM 2                         12.180 METERS 27625     |
 HB1651|---------------------------------------------------------------------|
 HB1651
 HB1651                          SUPERSEDED SURVEY CONTROL
 HB1651
 HB1651  NAD 83(1997)-  37 47 32.75133(N)    089 06 46.42072(W) AD(       ) 1
 HB1651  NAD 83(1986)-  37 47 32.75337(N)    089 06 46.42276(W) AD(       ) 1
 HB1651  NAD 27      -  37 47 32.57118(N)    089 06 46.14000(W) AD(       ) 1
 HB1651  NGVD 29 (07/19/86)  143.9    (m)          472.     (f) VERT ANG       
 HB1651
 HB1651.Superseded values are not recommended for survey control.
 HB1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1651.See file dsdata.txt to determine how the superseded data were derived.
 HB1651
 HB1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1396184887(NAD 83)
 HB1651_MARKER: DS = TRIANGULATION STATION DISK
 HB1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1651
 HB1651  HISTORY     - Date     Condition        Report By
 HB1651  HISTORY     - 1960     MONUMENTED       CGS
 HB1651  HISTORY     - 1961     GOOD             CGS
 HB1651  HISTORY     - 1968     GOOD             ILDT
 HB1651
 HB1651                          STATION DESCRIPTION
 HB1651
 HB1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1651'THE STATION IS ABOUT 3/4 MILE NORTH AND ABOUT 1/4 MILE EAST OF THE
 HB1651'VILLAGE OF CAMBRIA AND ON THE PROPERTY OF MR. ORVILLE WILLIAMS.  IT
 HB1651'IS 66 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 50
 HB1651'FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE, 39 FEET EAST OF A
 HB1651'WITNESS POST AND A FENCE CORNER, 24 FEET SOUTH OF A WIRE FENCE AND 16
 HB1651'FEET SOUTHEAST OF A SOUTH GATE POST.  THE MONUMENT IS 12 INCHES
 HB1651'BELOW THE GROUND SURFACE AND THE DISK IS STAMPED CAMBRIA 1960.
 HB1651'
 HB1651'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRIA, GO NORTH ON
 HB1651'NORTH MAPLE STREET FOR 0.35 MILE TO A CROSS STREET.  TURN RIGHT AND
 HB1651'GO EAST ON VERMONT STREET FOR 0.35 MILE TO A SIDE ROAD LEFT*.  TURN
 HB1651'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE END OF THE
 HB1651'ROAD AND A BOARD GATE AND THE STATION ON THE RIGHT.
 HB1651'
 HB1651'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON VERMONT STREET
 HB1651'FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 HB1651'GRAVELED ROAD FOR 0.1 MILE TO THE END OF THE ROAD AND THE AZIMUTH
 HB1651'MARK AS DESCRIBED.
 HB1651'
 HB1651'REFERENCE MARK 1 IS 38 FEET SOUTH OF THE POWER POLE WITH A GUY WIRE,
 HB1651'21 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 1 FOOT EAST
 HB1651'OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1651'CAMBRIA NO 1 1960.
 HB1651'
 HB1651'REFERENCE MARK 2 IS 63 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HB1651'HOUSE, 33 FEET NORTH OF THE POWER POLE WITH A GUY WIRE, 20 FEET EAST
 HB1651'OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT SOUTH OF A FENCE
 HB1651'CORNER AND 1 FOOT NORTH OF THE WITNESS POST.  THE MONUMENT IS
 HB1651'FLUSH AND THE DISK IS STAMPED CAMBRIA NO 2 1960.
 HB1651'
 HB1651'THE AZIMUTH MARK IS 30 FEET WEST OF THE EXTENDED CENTERLINE OF THE
 HB1651'GRAVELED ROAD, 24 FEET WEST OF A 10 INCH SASSAFRAS TREE, 1 FOOT
 HB1651'NORTH OF A WIRE FENCE AND 1 FOOT NORTHWEST OF A WITNESS POST.  THE
 HB1651'MONUMENT IS FLUSH AND THE DISK IS STAMPED CAMBRIA 1960.
 HB1651'
 HB1651'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1651'
 HB1651'NO MEASUREMENT BETWEEN RMS, POWER POLE ON LINE.
 HB1651
 HB1651                          STATION RECOVERY (1961)
 HB1651
 HB1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1651'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HB1651'THE DISTANCES AND DIRECTIONS TO REFERENCE MARK 2 AND THE AZIMUTH
 HB1651'MARK CHECKED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED, BUT THE
 HB1651'DIRECTION DID NOT CHECK BY 1 MINUTE AND 10 SECONDS.
 HB1651'
 HB1651'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 HB1651'
 HB1651'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1651'
 HB1651'NO MEASUREMENT BETWEEN RMS, FENCE IN LINE
 HB1651
 HB1651                          STATION RECOVERY (1968)
 HB1651
 HB1651'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1968 (DRR)
 HB1651'CAMBRIA 1960 RECOVERED GOOD.
 HB1651'
 HB1651'CAMBRIA NO 1 1960 RECOVERED GOOD.
 HB1651'
 HB1651'CAMBRIA NO 2 1960 RECOVERED GOOD.
 HB1651'
 HB1651'CAMBRIA 1960 RECOVERED GOOD.
 HB1651'
 HB1651'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 HB1651'FOLLOWING CORRECTIONS SHOULD BE MADE IN THE TIES FOR THE AZIMUTH
 HB1651'MARK.  THE AZIMUTH MARK IS 30 FEET EAST OF THE EXTENDED CENTERLINE
 HB1651'OF THE GRAVELED ROAD, 24 FEET EAST OF A 10 INCH SASSAFRAS TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0686 ***********************************************************************
 MG0686  DESIGNATION -  CAMBRIDGE COURTHOUSE DOME
 MG0686  PID         -  MG0686
 MG0686  STATE/COUNTY-  IL/HENRY
 MG0686  USGS QUAD   -  CAMBRIDGE (1991)
 MG0686
 MG0686                         *CURRENT SURVEY CONTROL
 MG0686  ___________________________________________________________________
 MG0686* NAD 83(1997)-  41 18 07.76190(N)    090 11 47.67073(W)     ADJUSTED  
 MG0686* NAVD 88     -                                                        
 MG0686  ___________________________________________________________________
 MG0686  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MG0686  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0686
 MG0686  HORZ ORDER  -  THIRD
 MG0686
 MG0686.The horizontal coordinates were established by classical geodetic methods
 MG0686.and adjusted by the National Geodetic Survey in October 1999..
 MG0686
 MG0686
 MG0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0686
 MG0686.The geoid height was determined by GEOID03.
 MG0686
 MG0686;                    North         East     Units Scale Factor Converg.
 MG0686;SPC IL W     -   514,580.481   697,495.314   MT  0.99994125   -0 01 11.1
 MG0686;SPC IL W     - 1,688,252.79  2,288,365.88   sFT  0.99994125   -0 01 11.1
 MG0686;UTM  15      - 4,576,091.602   734,704.538   MT  1.00027799   +1 51 04.3
 MG0686
 MG0686                          SUPERSEDED SURVEY CONTROL
 MG0686
 MG0686  NAD 83(1997)-  41 18 07.76200(N)    090 11 47.67078(W) AD(       ) 4
 MG0686  NAD 83(1986)-  41 18 07.77055(N)    090 11 47.68261(W) AD(       ) 4
 MG0686  NAD 27      -  41 18 07.63600(N)    090 11 47.25400(W) AD(       ) 3
 MG0686
 MG0686.Superseded values are not recommended for survey control.
 MG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0686.See file dsdata.txt to determine how the superseded data were derived.
 MG0686
 MG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3470576092(NAD 83)
 MG0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0686+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 MG0686
 MG0686  HISTORY     - Date     Condition        Report By
 MG0686  HISTORY     - 1958     MONUMENTED       CGS
 MG0686  HISTORY     - 1958     GOOD             CGS
 MG0686  HISTORY     - 19960714 GOOD             USPSQD
 MG0686  HISTORY     - 20011031 GOOD             USPSQD
 MG0686  HISTORY     - 20040609 GOOD             USPSQD
 MG0686
 MG0686                          STATION DESCRIPTION
 MG0686
 MG0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0686'THE STATION IS LOCATED ON MAIN STREET BETWEEN W. CENTER
 MG0686'STREET AND W. COURT STREET IN CAMBRIDGE.
 MG0686'
 MG0686'THE POINT INTERSECTED IS THE TOP AND CENTER OF THE CLOCK
 MG0686'TOWER WHICH IS LOCATED ON TOP OF THE COURTHOUSE BUILDING.
 MG0686'THE COURTHOUSE BUILDING IS CONSTRUCTED OF BRICK AND STONE.
 MG0686'THE TOWER HAS A CLOCK ON ALL FOUR SIDES AND IS APPROXIMATELY
 MG0686'90 FEET HIGH.
 MG0686'
 MG0686'THIS STATION WAS PREVIOUSLY CALLED CAMBRIDGE, COURTHOUSE DOME
 MG0686'BUT WAS NOT DESCRIBED.
 MG0686
 MG0686                          STATION RECOVERY (1996)
 MG0686
 MG0686'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0686'RECOVERED IN GOOD CONDITION.
 MG0686
 MG0686                          STATION RECOVERY (2001)
 MG0686
 MG0686'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0686'RECOVERED IN GOOD CONDITION.
 MG0686
 MG0686                          STATION RECOVERY (2004)
 MG0686
 MG0686'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0685 ***********************************************************************
 MG0685  DESIGNATION -  CAMBRIDGE MUNICIPAL STANDPIPE
 MG0685  PID         -  MG0685
 MG0685  STATE/COUNTY-  IL/HENRY
 MG0685  USGS QUAD   -  CAMBRIDGE (1991)
 MG0685
 MG0685                         *CURRENT SURVEY CONTROL
 MG0685  ___________________________________________________________________
 MG0685* NAD 83(1997)-  41 18 14.57099(N)    090 11 29.69383(W)     ADJUSTED  
 MG0685* NAVD 88     -                                                        
 MG0685  ___________________________________________________________________
 MG0685  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 MG0685  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0685
 MG0685  HORZ ORDER  -  THIRD
 MG0685
 MG0685.The horizontal coordinates were established by classical geodetic methods
 MG0685.and adjusted by the National Geodetic Survey in October 1999..
 MG0685
 MG0685
 MG0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0685
 MG0685.The geoid height was determined by GEOID03.
 MG0685
 MG0685;                    North         East     Units Scale Factor Converg.
 MG0685;SPC IL W     -   514,790.396   697,913.561   MT  0.99994123   -0 00 59.2
 MG0685;SPC IL W     - 1,688,941.49  2,289,738.07   sFT  0.99994123   -0 00 59.2
 MG0685;UTM  15      - 4,576,315.137   735,115.848   MT  1.00028037   +1 51 16.4
 MG0685
 MG0685                          SUPERSEDED SURVEY CONTROL
 MG0685
 MG0685  NAD 83(1997)-  41 18 14.57110(N)    090 11 29.69389(W) AD(       ) 4
 MG0685  NAD 83(1986)-  41 18 14.57775(N)    090 11 29.70457(W) AD(       ) 4
 MG0685  NAD 27      -  41 18 14.45900(N)    090 11 29.28900(W) AD(       ) 3
 MG0685
 MG0685.Superseded values are not recommended for survey control.
 MG0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0685.See file dsdata.txt to determine how the superseded data were derived.
 MG0685
 MG0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3511676315(NAD 83)
 MG0685
 MG0685  HISTORY     - Date     Condition        Report By
 MG0685  HISTORY     - 1958     MONUMENTED       CGS
 MG0685  HISTORY     - 1958     GOOD             CGS
 MG0685  HISTORY     - 19960715 MARK NOT FOUND   USPSQD
 MG0685  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 MG0685  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MG0685
 MG0685                          STATION DESCRIPTION
 MG0685
 MG0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0685'THE STATION IS LOCATED 83 FEET SOUTH OF THE APPROXIMATE
 MG0685'CENTER OF DEPOT STREET AND 71 FEET NORTH OF THE APPROXIMATE
 MG0685'CENTER OF EXCHANGE STREET IN CAMBRIDGE.
 MG0685'
 MG0685'THE POINT INTERSECTED IS THE TOP AND CENTER OF THE STANDPIPE.
 MG0685'THE STANDPIPE IS 116 FEET HIGH.  THE BOTTOM 68 FEET IS CONSTRUCTED
 MG0685'OF BRICK AND THE TOP 48 FEET IS METAL PAINTED SILVER.  THERE
 MG0685'IS A SMALL CATWALK AROUND THE TOP.
 MG0685
 MG0685                          STATION RECOVERY (1996)
 MG0685
 MG0685'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0685'MARK NOT FOUND.
 MG0685
 MG0685                          STATION RECOVERY (2001)
 MG0685
 MG0685'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0685'A WATER TANK IS LOCATED AT THE DESCRIBED LOCATION. STANDPIPE SHOULD BE
 MG0685'CONSIDERED DESTROYED.
 MG0685
 MG0685                          STATION RECOVERY (2004)
 MG0685
 MG0685'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0685'NEW WATER TANK CONSTRUCTED. OLS STRUCTURE REMOVED
 MG0685' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0687 ***********************************************************************
 MG0687  DESIGNATION -  CAMBRIDGE RESET
 MG0687  PID         -  MG0687
 MG0687  STATE/COUNTY-  IL/HENRY
 MG0687  USGS QUAD   -  CAMBRIDGE (1991)
 MG0687
 MG0687                         *CURRENT SURVEY CONTROL
 MG0687  ___________________________________________________________________
 MG0687* NAD 83(1997)-  41 19 29.27374(N)    090 12 46.10671(W)     ADJUSTED  
 MG0687* NAVD 88     -       240.3    (meters)     788.     (feet)  GPS OBS   
 MG0687  ___________________________________________________________________
 MG0687  X           -     -17,816.948 (meters)                     COMP
 MG0687  Y           -  -4,796,971.903 (meters)                     COMP
 MG0687  Z           -   4,189,716.209 (meters)                     COMP
 MG0687  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 MG0687  ELLIP HEIGHT-         207.47  (meters)          (12/06/04) GPS OBS
 MG0687  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0687
 MG0687  HORZ ORDER  -  FIRST
 MG0687  ELLP ORDER  -  FOURTH    CLASS I
 MG0687
 MG0687.The horizontal coordinates were established by GPS observations
 MG0687.and adjusted by the National Geodetic Survey in September 1998..
 MG0687
 MG0687.The orthometric height was determined by GPS observations and a
 MG0687.high-resolution geoid model.
 MG0687
 MG0687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MG0687
 MG0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0687
 MG0687.The ellipsoidal height was determined by GPS observations
 MG0687.and is referenced to NAD 83.
 MG0687
 MG0687.The geoid height was determined by GEOID03.
 MG0687
 MG0687;                    North         East     Units Scale Factor Converg.
 MG0687;SPC IL W     -   517,095.568   696,137.286   MT  0.99994136   -0 01 49.7
 MG0687;SPC IL W     - 1,696,504.38  2,283,910.41   sFT  0.99994136   -0 01 49.7
 MG0687;UTM  15      - 4,578,561.822   733,264.625   MT  1.00026970   +1 50 28.6
 MG0687
 MG0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0687!SPC IL W     -   0.99996746  x   0.99994136  =   0.99990882
 MG0687!UTM  15      -   0.99996746  x   1.00026970  =   1.00023715
 MG0687
 MG0687:                Primary Azimuth Mark                     Grid Az
 MG0687:SPC IL W     -  GENESEO MUNICIPAL TANK                   018 31 45.7
 MG0687:UTM  15      -  GENESEO MUNICIPAL TANK                   016 39 27.4
 MG0687
 MG0687|---------------------------------------------------------------------|
 MG0687| PID    Reference Object                     Distance      Geod. Az  |
 MG0687|                                                           dddmmss.s |
 MG0687| MG0691 GENESEO MUNICIPAL TANK              APPROX.15.3 KM 0182956.0 |
 MG0687| CL9006 CAMBRIDGE RM 1 AZIMUTH                             08702     |
 MG0687| CL9005 CAMBRIDGE AZ MK 2                                  0882027.3 |
 MG0687| MG0690 CAMBRIDGE PT A                       13.768 METERS 12125     |
 MG0687| MG0685 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX. 2.9 KM 1422111.1 |
 MG0687| MG0686 CAMBRIDGE COURTHOUSE DOME           APPROX. 2.9 KM 1513609.3 |
 MG0687| MG0710 ANDOVER SWEDISH EVAN LUTH CH        APPROX. 7.9 KM 2424731.7 |
 MG0687| MG0712 ORION MUNICIPAL TANK                APPROX.14.5 KM 2824620.4 |
 MG0687| MG0711 ORION ST PAUL EVAN LUTH CHURCH      APPROX.13.8 KM 2834702.0 |
 MG0687| CL9008 CAMBRIDGE RM 3                       13.479 METERS 29619     |
 MG0687| CL9007 CAMBRIDGE RM 2                       19.914 METERS 33838     |
 MG0687|---------------------------------------------------------------------|
 MG0687
 MG0687                          SUPERSEDED SURVEY CONTROL
 MG0687
 MG0687  ELLIP H (09/15/98)  207.50   (m)                       GP(       ) 3 1
 MG0687  NAD 83(1986)-  41 19 29.27875(N)    090 12 46.11643(W) AD(       ) 1
 MG0687  NAD 27      -  41 19 29.15000(N)    090 12 45.68700(W) AD(       ) 1
 MG0687  NGVD 29 (07/19/86)  239.     (m)          784.     (f) VERT ANG       
 MG0687
 MG0687.Superseded values are not recommended for survey control.
 MG0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0687.See file dsdata.txt to determine how the superseded data were derived.
 MG0687
 MG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3326578562(NAD 83)
 MG0687_MARKER: DS = TRIANGULATION STATION DISK
 MG0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0687_PROJECTION: FLUSH
 MG0687_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MG0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0687+STABILITY: SURFACE MOTION
 MG0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0687+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1997
 MG0687
 MG0687  HISTORY     - Date     Condition        Report By
 MG0687  HISTORY     - 1930     MONUMENTED       CGS
 MG0687  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MG0687  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 MG0687  HISTORY     - 19970104 GOOD             SECI
 MG0687  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 MG0687  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MG0687
 MG0687                          STATION DESCRIPTION
 MG0687
 MG0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0687'STATION IS ABOUT 1-1/2 MILES N AND 1 MILE W OF CAMBRIDGE,
 MG0687'NEAR A CORNER IN THE OLD DIRT ROAD TO ORION, CLOSE TO THE
 MG0687'INTERSECTION OF THE SECTION LINES, IN THE EXTREME NE CORNER
 MG0687'OF THE NE 1/4 OF SEC. 2, T 15 N, R 2 E, IN ROAD RIGHT-OF-WAY,
 MG0687'WHICH HAS NOT YET BEEN CUT THROUGH.  A NW-SE TANGENT OF THE
 MG0687'ROCK ISLAND RAILROAD IS ABOUT 500 FEET W AND 6 METERS W OF
 MG0687'S OF THE SECTION CORNER, 15.5 METERS SW OF CENTER LINE OF ROAD,
 MG0687'AND 3.68 METERS N OF A HEDGE-COVERED FENCE.  THE MARK PROJECTS
 MG0687'5 INCHES.
 MG0687'
 MG0687'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0687'DISKS SET IN CONCRETE.
 MG0687'
 MG0687'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE THE SURFACE, ABOUT
 MG0687'400 METERS E OF THE ROAD CORNER, NEAR A FENCE CORNER ON THE N
 MG0687'SIDE OF THE ROAD, ABOUT 100 FEET SW OF A HOUSE.  IT IS 8.5
 MG0687'METERS N OF THE CENTER LINE OF THE ROAD, 0.55 METER N OF ONE
 MG0687'FENCE, AND 0.75 METER W OF ANOTHER.  REFERENCE MARK NO. 2 IS
 MG0687'4 INCHES ABOVE THE SURFACE, IS NEAR THE FENCE W OF THE ROAD
 MG0687'CORNERS.  IT IS 2.79 METERS SW OF THE SOUTHERNMOST OF 5 LARGE
 MG0687'ELMS, AND 11.7 METERS W OF THE CENTER LINE OF THE ROAD, 0.82
 MG0687'METER E OF THE FENCE.
 MG0687'
 MG0687'TO REACH FROM CAMBRIDGE, GO 1-1/2 MILES N AND 1 MILE W ON THE
 MG0687'BACK ROAD TO ORION.
 MG0687'
 MG0687'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0687
 MG0687                          STATION RECOVERY (1969)
 MG0687
 MG0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0687'THE STATION IS LOCATED ABOUT 8.5 MILES EAST-SOUTHEAST OF
 MG0687'ORION, 4.5 MILES NORTHEAST OF ANDOVER, AND 1.5 MILES NORTHWEST
 MG0687'OF CAMBRIDGE.  IT IS ON PROPERTY OWNED BY MR. GEORGE ANDERSON.
 MG0687'
 MG0687'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN
 MG0687'GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK 1
 MG0687'HAVE BEEN DESTROYED.  A NEW SURFACE STATION MARK WAS SET OVER
 MG0687'THE 1930 UNDERGROUND STATION MARK, BOTH THE SURFACE MARK AND
 MG0687'THE UNDERGROUND MARK BEING LOWERED APPROXIMATELY 3 OR 4 FEET
 MG0687'FROM THEIR ORIGINAL POSITION.  THE ORIGINIAL 1930 STATION MARK
 MG0687'WAS APPARENTLY LOCATED ON A HIGH BANK WHICH HAS SINCE BEEN
 MG0687'LEVELED OFF.  REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ALSO
 MG0687'ESTABLISHED AT THIS TIME.
 MG0687'
 MG0687'TO REACH THE STATION FROM THE INTERSECTION OF CENTER STREET AND
 MG0687'WEST STREET AT THE NORTHWEST CORNER OF THE SQUARE IN CAMBRIDGE,
 MG0687'GO NORTH ON WEST STREET ON THE PAVED ROAD LEADING OUT OF TOWN
 MG0687'FOR 1.45 MILES TO A Y-INTERSECTION.  CONTINUE STRAIGHT AHEAD
 MG0687'NORTH ON THE PAVED ROAD FOR 0.1 MILES TO A SIDE ROAD ON THE
 MG0687'RIGHT.  TURN LEFT ALONG THE SOUTH SIDE OF A FENCE LINE FOR 0.05
 MG0687'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD WEST FOR
 MG0687'0.4 MILE TO A FIELD ENTRANCE ON THE LEFT.  TURN LEFT INTO THE
 MG0687'FIELD, THEN TURN RIGHT AND GO WEST THROUGH A HOG LOT FOR 0.3
 MG0687'MILE TO A FENCE CORNER AND THE STATION.
 MG0687'
 MG0687'THE STATION MARK IS A STANDARD DISK STAMPED CAMBRIDGE 1930
 MG0687'1969 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 MG0687'IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 39.6
 MG0687'FEET SOUTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED,
 MG0687'33.5 FEET SOUTHEAST OF A FENCE CORNER POST, AND 25.5 FEET EAST
 MG0687'OF A NORTH-SOUTH FENCE LINE.  NOTE 1B7A.
 MG0687'
 MG0687'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMBRIDGE NO 2 1930
 MG0687'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MG0687'PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 MG0687'41.5 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN ATTACHED,
 MG0687'40 FEET NORTH OF A FENCE CORNER POST, AND 1 FOOT EAST OF
 MG0687'NORTH-SOUTH FENCE LINE.  NOTE 11A.
 MG0687'
 MG0687'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CAMBRIDGE 1930
 MG0687'NO 3 1969 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 MG0687'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13.5 FEET
 MG0687'WEST OF A FENCE CORNER POST, 5.4 FEET WEST OF A METAL WITNESS
 MG0687'POST WITH A SIGN ATTACHED, AND 1 FOOT SOUTH OF AN EAST-WEST
 MG0687'FENCE LINE.  NOTE 11B.
 MG0687'
 MG0687'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMBRIDGE 1930 AZ
 MG0687'2 1969 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 MG0687'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 2.5 FEET
 MG0687'WEST OF A POWER LINE POLE AND 1.6 FEET SOUTH OF A METAL WITNESS
 MG0687'POST WITH A SIGN ATTACHED WHICH IS SET IN AN EAST-WEST FENCE
 MG0687'LINE.  NOTE 16B.
 MG0687'
 MG0687'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MG0687'
 MG0687'HEIGHT OF LIGHT ABOVE STATION MARK 6.1 FEET.
 MG0687'
 MG0687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MG0687'1-1/2 MILES NORTHWEST OF CAMBRIDGE.
 MG0687
 MG0687                          STATION RECOVERY (1996)
 MG0687
 MG0687'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0687'MARK NOT FOUND.
 MG0687
 MG0687                          STATION RECOVERY (1997)
 MG0687
 MG0687'RECOVERY NOTE BY SMITH ENG CONS INC 1997 (MGR)
 MG0687'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED APPROXIMATELY 0.25 MI
 MG0687'(0.40 KM) SOUTH OF A BRICK TWO STORY HOUSE AND APPROXIMATELY 1000 FT
 MG0687'(304.8 M) WEST OF A PIG FARM, 25.5 FT (7.8 M) EAST OF A BOARD GATE,
 MG0687'AND 39.6 FT (12.1 M) SOUTHEAST OF A METAL WITNESS POST.  THE STATION
 MG0687'IS APPROXIMATELY 18-IN BELOW GROUND.
 MG0687
 MG0687                          STATION RECOVERY (2001)
 MG0687
 MG0687'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0687'CAMBRIDGE RM 1 AZIMUTH, AZ MARK 2, RM 3 AND RM 2 WERE NOT FOUND.
 MG0687
 MG0687                          STATION RECOVERY (2004)
 MG0687
 MG0687'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0687'DENIED ACCESS TO PROPERTY RM 1 AZ AZ MK 2 RM 3 AND RM 2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1463 ***********************************************************************
 NH1463  DESIGNATION -  CAMERON
 NH1463  PID         -  NH1463
 NH1463  STATE/COUNTY-  IL/WINNEBAGO
 NH1463  USGS QUAD   -  WINNEBAGO (1976)
 NH1463
 NH1463                         *CURRENT SURVEY CONTROL
 NH1463  ___________________________________________________________________
 NH1463* NAD 83(1997)-  42 16 32.34686(N)    089 08 31.91158(W)     ADJUSTED  
 NH1463* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 NH1463  ___________________________________________________________________
 NH1463  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 NH1463  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH1463
 NH1463  HORZ ORDER  -  SECOND
 NH1463
 NH1463.The horizontal coordinates were established by classical geodetic methods
 NH1463.and adjusted by the National Geodetic Survey in October 1999..
 NH1463
 NH1463.The orthometric height was scaled from a topographic map.
 NH1463
 NH1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1463
 NH1463.The geoid height was determined by GEOID03.
 NH1463
 NH1463;                    North         East     Units Scale Factor Converg.
 NH1463;SPC IL W     -   623,207.333   784,506.199   MT  1.00002901   +0 41 21.1
 NH1463;SPC IL W     - 2,044,639.39  2,573,834.09   sFT  1.00002901   +0 41 21.1
 NH1463;UTM  16      - 4,682,604.270   323,352.039   MT  0.99998396   -1 26 29.1
 NH1463
 NH1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1463!SPC IL W     -   0.99996587  x   1.00002901  =   0.99999488
 NH1463!UTM  16      -   0.99996587  x   0.99998396  =   0.99994983
 NH1463
 NH1463|---------------------------------------------------------------------|
 NH1463| PID    Reference Object                     Distance      Geod. Az  |
 NH1463|                                                           dddmmss.s |
 NH1463| CI9164 CAMERON RM 2                         25.923 METERS 00154     |
 NH1463| NH1414 ROCKFORD GREYHOUND BUS RAD MST      APPROX. 4.7 KM 0273244.9 |
 NH1463| CI9162 CAMERON AZ MK                                      0345654.1 |
 NH1463| NH1464 CAMERON 2                            88.547 METERS 03457     |
 NH1463| NH1449 ROCKFORD CO POLICE KSA 380 MST      APPROX. 7.7 KM 0460351.7 |
 NH1463| NH1459 LOVES PARK BARBER COLEMAN TK        APPROX. 9.8 KM 0593846.1 |
 NH1463| NH1425 ROCKFORD RAD STA WROK FM MAST       APPROX. 8.7 KM 0865424.5 |
 NH1463| NH1413 ROCKFORD RADIO STA WROK MAST        APPROX. 8.7 KM 0874258.9 |
 NH1463| NH1417 ROCKFORD YELLOW CAB CO RAD MST      APPROX. 3.7 KM 0984402.5 |
 NH1463| NH1424 ROCKFORD FIRE DEPT RADIO MAST       APPROX. 4.5 KM 1022223.8 |
 NH1463| NH1447 ROCKFORD J CASE TRACTOR CO STK      APPROX. 1.9 KM 1151439.9 |
 NH1463| NH1474 ROCKFORD RAD STA WRRR E MAST        APPROX. 9.7 KM 1250126.5 |
 NH1463| NH1470 ROCKFORD RAD STA WRRR W MAST        APPROX. 9.6 KM 1253546.3 |
 NH1463| CI9163 CAMERON RM 1                         25.993 METERS 17918     |
 NH1463| NH1498 MAPLE                               APPROX. 6.8 KM 2341343.6 |
 NH1463| NH1460 ROCKFORD TV STATION WTVO MAST       APPROX. 2.7 KM 2982555.9 |
 NH1463| NH1462 ROCKFORD BELL TEL CO RAD MAST       APPROX. 6.3 KM 3495857.7 |
 NH1463|---------------------------------------------------------------------|
 NH1463
 NH1463                          SUPERSEDED SURVEY CONTROL
 NH1463
 NH1463  NAD 83(1997)-  42 16 32.34708(N)    089 08 31.91240(W) AD(       ) 2
 NH1463  NAD 83(1997)-  42 16 32.34404(N)    089 08 31.91377(W) AD(       ) 2
 NH1463  NAD 83(1986)-  42 16 32.34288(N)    089 08 31.91520(W) AD(       ) 2
 NH1463  NAD 27      -  42 16 32.27260(N)    089 08 31.52600(W) AD(       ) 2
 NH1463
 NH1463.Superseded values are not recommended for survey control.
 NH1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1463.See file dsdata.txt to determine how the superseded data were derived.
 NH1463
 NH1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2335282604(NAD 83)
 NH1463_MARKER: DS = TRIANGULATION STATION DISK
 NH1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1463
 NH1463  HISTORY     - Date     Condition        Report By
 NH1463  HISTORY     - 1954     MONUMENTED       CGS
 NH1463  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NH1463  HISTORY     - 1958     SEE DESCRIPTION  USGS
 NH1463  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 NH1463
 NH1463                          STATION DESCRIPTION
 NH1463
 NH1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1463'STATION IS LOCATED ABOUT 2 MILES WEST OF THE COURTHOUSE IN
 NH1463'ROCKFORD, 0.15 MILE SOUTH OF U.S. HIGHWAY 20 AND ON THE PROPERTY
 NH1463'OF MRS. T.G. PIERPONT.  IT IS 69 FEET SOUTH OF A 24 INCH ELM
 NH1463'TREE, 26 FEET EAST OF A 6 INCH WILD CHERRY TREE AND 4 FEET
 NH1463'WEST OF THE WEST EDGE OF A CULTIVATED FIELD.  THE MARK IS FLUSH
 NH1463'AND THE DISK IS STAMPED CAMERON 1954.
 NH1463'
 NH1463'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF A 6 INCH WILD CHERRY
 NH1463'TREE AND 4 FEET WEST OF THE WEST EDGE OF THE CULTIVATED FIELD.
 NH1463'THE MARK IS FLUSH AND THE DISK IS STAMPED CAMERON NO 1 1954.
 NH1463'
 NH1463'REFERENCE MARK NO. 2 IS 16 FEET NORTH OF THE 24 INCH ELM TREE
 NH1463'AND 3 FEET WEST OF THE WEST EDGE OF THE CULTIVATED FIELD.
 NH1463'THE MARK IS FLUSH AND THE DISK IS STAMPED CAMERON NO 2 1954.
 NH1463'
 NH1463'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 20,
 NH1463'26 FEET EAST OF A LIGHT POLE NO. 31 AND 1 FOOT SOUTHWEST OF A
 NH1463'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1463'CAMERON 1954.
 NH1463'
 NH1463'TO REACH THE STATION FROM THE COURTHOUSE IN ROCKFORD GO WEST
 NH1463'ON U.S. HIGHWAY 20 (WEST STATE STREET) FOR 2.25 MILES TO THE
 NH1463'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON HIGHWAY
 NH1463'20 FOR 0.1 MILE TO CAMERON AVENUE, TURN LEFT AND GO SOUTH
 NH1463'ON CAMERON AVENUE 0.05 MILE TO THE END OF THE STREET, CONTINUE
 NH1463'SOUTH UP HILL FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 NH1463'
 NH1463'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1463
 NH1463                          STATION RECOVERY (1957)
 NH1463
 NH1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JAW)
 NH1463'STATION AND REFERENCE MARKS DESTROYED TO PERMIT CONSTRUCTION
 NH1463'OF A SHOPPING CENTER.
 NH1463'
 NH1463'AZIMUTH MARK SERVES FOR CAMERON 2 1957 WHICH WAS ESTABLISHED
 NH1463'NEARBY.
 NH1463
 NH1463                          STATION RECOVERY (1958)
 NH1463
 NH1463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NH1463'STATION DESTROYED BECAUSE THE LAND WAS LEVELED FOR SHOPPING
 NH1463'CENTER.
 NH1463
 NH1463                          STATION RECOVERY (1997)
 NH1463
 NH1463'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1464 ***********************************************************************
 NH1464  DESIGNATION -  CAMERON 2
 NH1464  PID         -  NH1464
 NH1464  STATE/COUNTY-  IL/WINNEBAGO
 NH1464  USGS QUAD   -  WINNEBAGO (1976)
 NH1464
 NH1464                         *CURRENT SURVEY CONTROL
 NH1464  ___________________________________________________________________
 NH1464* NAD 83(1997)-  42 16 34.69912(N)    089 08 29.69797(W)     ADJUSTED  
 NH1464* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 NH1464  ___________________________________________________________________
 NH1464  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 NH1464  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH1464
 NH1464  HORZ ORDER  -  THIRD
 NH1464
 NH1464.The horizontal coordinates were established by classical geodetic methods
 NH1464.and adjusted by the National Geodetic Survey in October 1999..
 NH1464.No horizontal observational check was made to the station.
 NH1464
 NH1464.The orthometric height was scaled from a topographic map.
 NH1464
 NH1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1464
 NH1464.The geoid height was determined by GEOID03.
 NH1464
 NH1464;                    North         East     Units Scale Factor Converg.
 NH1464;SPC IL W     -   623,280.520   784,556.047   MT  1.00002912   +0 41 22.6
 NH1464;SPC IL W     - 2,044,879.51  2,573,997.63   sFT  1.00002912   +0 41 22.6
 NH1464;UTM  16      - 4,682,675.549   323,404.571   MT  0.99998373   -1 26 27.7
 NH1464
 NH1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1464!SPC IL W     -   0.99996587  x   1.00002912  =   0.99999499
 NH1464!UTM  16      -   0.99996587  x   0.99998373  =   0.99994960
 NH1464
 NH1464:                Primary Azimuth Mark                     Grid Az
 NH1464:SPC IL W     -  CAMERON AZ MK                            034 15 47.8
 NH1464:UTM  16      -  CAMERON AZ MK                            036 23 38.1
 NH1464
 NH1464|---------------------------------------------------------------------|
 NH1464| PID    Reference Object                     Distance      Geod. Az  |
 NH1464|                                                           dddmmss.s |
 NH1464| CI9162 CAMERON AZ MK                                      0345710.4 |
 NH1464| CI9166 CAMERON 2 RM 3                       64.666 METERS 04522     |
 NH1464| CI9165 CAMERON 2 AZ MK                                    0541447.3 |
 NH1464| NH1463 CAMERON                              88.547 METERS 21457     |
 NH1464| CI9167 CAMERON 2 RM 4                       18.477 METERS 26857     |
 NH1464|---------------------------------------------------------------------|
 NH1464
 NH1464                          SUPERSEDED SURVEY CONTROL
 NH1464
 NH1464  NAD 83(1997)-  42 16 34.69934(N)    089 08 29.69878(W) AD(       ) 3
 NH1464  NAD 83(1997)-  42 16 34.69630(N)    089 08 29.70015(W) AD(       ) 3
 NH1464  NAD 83(1986)-  42 16 34.69512(N)    089 08 29.70159(W) AD(       ) 3
 NH1464  NAD 27      -  42 16 34.62480(N)    089 08 29.31260(W) AD(       ) 3
 NH1464
 NH1464.Superseded values are not recommended for survey control.
 NH1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1464.See file dsdata.txt to determine how the superseded data were derived.
 NH1464
 NH1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2340582676(NAD 83)
 NH1464_MARKER: DS = TRIANGULATION STATION DISK
 NH1464_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1464_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 NH1464
 NH1464  HISTORY     - Date     Condition        Report By
 NH1464  HISTORY     - 1957     MONUMENTED       CGS
 NH1464  HISTORY     - 1957     GOOD             CGS
 NH1464  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NH1464  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 NH1464
 NH1464                          STATION DESCRIPTION
 NH1464
 NH1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JAW)
 NH1464'STATION IS LOCATED ABOUT 2 MILES WEST OF THE COURTHOUSE IN
 NH1464'ROCKFORD NEAR THE S. PROPERTY LINE OF THE OVER-NITE TRUCKING
 NH1464'CO.  449 FT. S. OF THE CENTER OF U.S. 20 HWY., 214 FT. SSE OF
 NH1464'THE SE CORNER OF THE TRUCKING COMPANY BUILDING, 190 FT. E OF
 NH1464'THE CENTER OF THE NEW STREET (NOT YET NAMED).  THE MARK IS SET
 NH1464'FLUSH.  THE STATION IS ON THE PROPERTY OF MR. A.L. CAGNONI.
 NH1464'THE STATION WAS MOVED TO ITS PRESENT LOCATION TO MAKE WAY FOR
 NH1464'THE WEST STATE STREET SHOPPING CENTER.
 NH1464'
 NH1464'REFERENCE MARK NO 3 IS ABOUT 305 FT. S. OF THE CENTER OF U.S.
 NH1464'20 HWY. (WEST STATE ST.) AND 10 FT. W. OF THE E PROPERTY LINE
 NH1464'OF THE TRUCK CO.  MARK IS SET FLUSH.
 NH1464'
 NH1464'REFERENCE MARK NO 4 IS ABOUT 130 FT. E OF THE CENTER OF THE NEW
 NH1464'STREET AND ABOUT 5 FT. N. OF THE S. PROPERTY LINE OF THE TRUCK
 NH1464'CO.  MARK IS SET FLUSH.
 NH1464'
 NH1464'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 20,
 NH1464'26 FT. EAST OF A LIGHT POLE NO 31, AND 1 FT. S. OF A LARGE
 NH1464'SIGNBOARD.  THE MARK IS FLUSH AND THE DISK IS STAMPED CAMERON
 NH1464'1954.
 NH1464'
 NH1464'TO REACH THE STATION FROM THE COURTHOUSE IN ROCKFORD GO WEST
 NH1464'ON U.S. HIGHWAY 20 (WEST STATE STREET) FOR 2.25 MILES TO THE
 NH1464'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR
 NH1464'0.1 MILE AND TURN LEFT, S, INTO THE BACK OF THE OVER-NITE
 NH1464'TRUCKING CO. AND STATION ON THE SOUTH EDGE OF THE PROPERTY.
 NH1464
 NH1464                          STATION RECOVERY (1957)
 NH1464
 NH1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1464'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 3 AND 4 WERE
 NH1464'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 NH1464'REFERENCE MARK 3 CHECKED.  ALSO THE MEASUREMENT IN FEET BUT
 NH1464'THE MEASUREMENT IN METERS WAS FOUND TO BE IN ERROR.  A DIFFERENCE
 NH1464'OF 1 MINUTE WAS FOUND IN THE DIRECTION TO REFERENCE MARK 4.
 NH1464'THE DISTANCE CHECKED.  THE DESCRIPTIVE NOTE ON THE SURFACE
 NH1464'STATION MARK AND REFERENCE MARKS 3 AND 4 WERE ERRONEOUS.  THE
 NH1464'CAMERON 1954 AZIMUTH MARK WAS DESTROYED AT THIS TIME AND A
 NH1464'NEW AZIMUTH MARK WAS ESTABLISHED.
 NH1464'
 NH1464'THE STATION AND ALL MARKS ARE SANDWICHED BETWEEN A MULTIMILLION
 NH1464'DOLLAR SHOPPING CENTER (NOW UNDER CONSTRUCTION) ON THE SOUTH
 NH1464'AND EAST SIDES AND A U.S. HIGHWAY CONSTRUCTION PROJECT ON
 NH1464'THE NORTH SIDE.  THERE IS NO IMMEDIATE DANGER TO THE MARKS FROM
 NH1464'EITHER PROJECT, AS OUR MONUMENTS ARE ON THE PROPERTY OF NEITHER.
 NH1464'HOWEVER, IN TIME IT IS REASONABLE TO BELIEVE THAT THE SHOPPING
 NH1464'CENTER MAY ACQUIRE THE PROPERTY SO AS TO HAVE THE ENTIRE NORTH
 NH1464'SIDE FRONTING ON U.S. HIGHWAY 20.
 NH1464'
 NH1464'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NH1464'
 NH1464'THE STATION IS LOCATED ABOUT 2 MILES WEST OF THE WINNEBAGO
 NH1464'COUNTY COURTHOUSE IN ROCKFORD, NEAR THE SOUTH PROPERTY LINE
 NH1464'OF THE OVER-NITE TRUCKING COMPANY.  IT IS 449 FEET SOUTH OF
 NH1464'THE CENTERLINE OF U.S. HIGHWAY 20, 200 FEET SOUTH-SOUTHEAST
 NH1464'OF THE SOUTHEAST CORNER OF A CONCRETE LOADING PLATFORM, 190
 NH1464'FEET EAST OF THE CENTERLINE OF CAMERON AVENUE AND 4 FEET EAST
 NH1464'OF A WHITE WITNESS POST.  THE MONUMENT IS 2 INCHES BELOW THE
 NH1464'SURFACE OF THE GROUND AND THE DISK IS STAMPED CAMERON 2 1957.
 NH1464'
 NH1464'TO REACH THE STATION FROM THE COURTHOUSE IN ROCKFORD, GO WEST
 NH1464'ON U.S. HIGHWAY 20 (WEST STATE STREET) FOR 2.25 MILES TO THE HOME
 NH1464'OF MR. CECIL HENDERSHOTT ON THE LEFT AND THE AZIMUTH MARK AS
 NH1464'DESCRIBED.  CONTINUE WEST ON U.S. HIGHWAY 20 FOR 0.1 MILE TO
 NH1464'THE OVER-NITE TRUCKING COMPANY ON THE LEFT AND THE STATION AS
 NH1464'DESCRIBED.
 NH1464'
 NH1464'REFERENCE MARK 3 IS 289 FEET SOUTH OF THE CENTERLINE OF THE
 NH1464'HIGHWAY, 10 FEET WEST OF THE EAST PROPERTY LINE OF THE TRUCKING
 NH1464'COMPANY AND 203 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 NH1464'STANDARD OIL SERVICE STATION.  THE MONUMENT IS FLUSH AND THE
 NH1464'DISK IS STAMPED CAMERON 2 NO 3 1957.
 NH1464'
 NH1464'REFERENCE MARK 4 IS 130 FEET WEST OF THE CENTERLINE OF CAMERON
 NH1464'AVENUE, 203 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE
 NH1464'LOADING PLATFORM AND 56 FEET WEST OF THE WHITE WITNESS POST.  THE
 NH1464'MONUMENT IS FLUSH AND THE DISK IS STAMPED CAMERON 2 NO 4 1957.
 NH1464'
 NH1464'THE AZIMUTH MARK IS SET AT THE SOUTHWEST CORNER OF MR.
 NH1464'HENDERSHOTTS PROPERTY, 29 FEET WEST OF THE SOUTHWEST CORNER
 NH1464'OF A GARAGE, 31 FEET SOUTH OF THE SOUTHWEST CORNER OF MR.
 NH1464'HENDERSHOTTS HOUSE AND 40 FEET SOUTHWEST OF THE SOUTHEAST
 NH1464'CORNER OF A CONCRETE PORCH.  THE MONUMENT IS FLUSH AND THE
 NH1464'DISK IS STAMPED CAMERON 2 1957.
 NH1464
 NH1464                          STATION RECOVERY (1970)
 NH1464
 NH1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1464'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE TRUCK
 NH1464'PARKING LOT HAS BEEN PAVED AND NO TRACE WAS FOUND OF THE
 NH1464'STATION OR REFERENCE MARKS.  THERE IS A POSSIBILITY THAT THE
 NH1464'STATION CAN BE FOUND LATER ON BY AN INVERSE COMPUTATION FROM
 NH1464'TRAVERSE OF LOCAL ENGINEERS AND WHEN SOME OF THE TRUCKS ARE
 NH1464'MOVED AND THE BRUSH AT THE SOUTH EDGE OF THE PARKING AREA IS
 NH1464'KILLED BY WINTER.
 NH1464'
 NH1464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE WEST
 NH1464'EDGE OF ROCKFORD.
 NH1464
 NH1464                          STATION RECOVERY (1997)
 NH1464
 NH1464'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2960 ***********************************************************************
 AJ2960  DESIGNATION -  CAMP 1991
 AJ2960  PID         -  AJ2960
 AJ2960  STATE/COUNTY-  IL/MCHENRY
 AJ2960  USGS QUAD   -  HUNTLEY (1992)
 AJ2960
 AJ2960                         *CURRENT SURVEY CONTROL
 AJ2960  ___________________________________________________________________
 AJ2960* NAD 83(1997)-  42 14 43.22692(N)    088 25 23.68482(W)     ADJUSTED  
 AJ2960* NAVD 88     -       280.0    (meters)     919.     (feet)  GPS OBS   
 AJ2960  ___________________________________________________________________
 AJ2960  X           -     130,120.875 (meters)                     COMP
 AJ2960  Y           -  -4,727,112.646 (meters)                     COMP
 AJ2960  Z           -   4,265,982.001 (meters)                     COMP
 AJ2960  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AJ2960  ELLIP HEIGHT-         246.22  (meters)          (02/03/05) GPS OBS
 AJ2960  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AJ2960
 AJ2960  HORZ ORDER  -  FIRST
 AJ2960  ELLP ORDER  -  FOURTH    CLASS II
 AJ2960
 AJ2960.The horizontal coordinates were established by GPS observations
 AJ2960.and adjusted by the National Geodetic Survey in April 2001..
 AJ2960
 AJ2960.The orthometric height was determined by GPS observations and a
 AJ2960.high-resolution geoid model.
 AJ2960
 AJ2960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2960
 AJ2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2960
 AJ2960.The ellipsoidal height was determined by GPS observations
 AJ2960.and is referenced to NAD 83.
 AJ2960
 AJ2960.The geoid height was determined by GEOID03.
 AJ2960
 AJ2960;                    North         East     Units Scale Factor Converg.
 AJ2960;SPC IL E     -   619,357.236   292,579.553   MT  0.99997568   -0 03 37.6
 AJ2960;SPC IL E     - 2,032,007.87    959,904.75   sFT  0.99997568   -0 03 37.6
 AJ2960;UTM  16      - 4,677,997.276   382,582.838   MT  0.99976964   -0 57 25.1
 AJ2960
 AJ2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2960!SPC IL E     -   0.99996139  x   0.99997568  =   0.99993707
 AJ2960!UTM  16      -   0.99996139  x   0.99976964  =   0.99973103
 AJ2960
 AJ2960                          SUPERSEDED SURVEY CONTROL
 AJ2960
 AJ2960  ELLIP H (04/24/01)  246.25   (m)                       GP(       ) 4 1
 AJ2960
 AJ2960.Superseded values are not recommended for survey control.
 AJ2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2960.See file dsdata.txt to determine how the superseded data were derived.
 AJ2960
 AJ2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8258377997(NAD 83)
 AJ2960_MARKER: DD = SURVEY DISK
 AJ2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2960_STAMPING: CAMP
 AJ2960_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2960+STABILITY: SURFACE MOTION
 AJ2960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2960+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 AJ2960
 AJ2960  HISTORY     - Date     Condition        Report By
 AJ2960  HISTORY     - 1991     MONUMENTED       MSE
 AJ2960  HISTORY     - 20000911 GOOD             SECI
 AJ2960
 AJ2960                          STATION DESCRIPTION
 AJ2960
 AJ2960'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2960'STATION IS LOCATED APPROXIMATELY  2.0 MI WEST OF CRYSTAL LAKE IN
 AJ2960'SECTION 33 T44N R7E.  STATION IS LOCATED NORTHWEST OF THE
 AJ2960'INTERSECTION OF IL RT 47 AND IL RT 176 EAST.  STATION IS 15 FT NORTH
 AJ2960'OF
 AJ2960'THE EXTENDED CENTELINE OF IL RT 176 EAST AND 91 FT WEST OF
 AJ2960'CENTERLINE OF IL RT 47.  STATION IS 25 FT NORTH OF POWERPOLE AND 62
 AJ2960'FT SOUTH OF STATE OF ILLINOIS HIGHWAY SIGN.
 AJ2960' 
 AJ2960'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0169 ***********************************************************************
 MG0169  DESIGNATION -  CAMP 2
 MG0169  PID         -  MG0169
 MG0169  STATE/COUNTY-  IL/HENRY
 MG0169  USGS QUAD   -  ANDOVER (1991)
 MG0169
 MG0169                         *CURRENT SURVEY CONTROL
 MG0169  ___________________________________________________________________
 MG0169* NAD 83(1997)-  41 19 29.23244(N)    090 20 10.39005(W)     ADJUSTED  
 MG0169* NAVD 88     -       235.46   (meters)     772.5    (feet)  RESET     
 MG0169  ___________________________________________________________________
 MG0169  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MG0169  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0169
 MG0169  HORZ ORDER  -  THIRD
 MG0169  VERT ORDER  -  THIRD
 MG0169
 MG0169.The horizontal coordinates were established by classical geodetic methods
 MG0169.and adjusted by the National Geodetic Survey in October 1999..
 MG0169.No horizontal observational check was made to the station.
 MG0169
 MG0169.The orthometric height was computed from unverified reset data.
 MG0169.No vertical observational check was made to the station.
 MG0169
 MG0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0169
 MG0169.The geoid height was determined by GEOID03.
 MG0169
 MG0169;                    North         East     Units Scale Factor Converg.
 MG0169;SPC IL W     -   517,107.135   685,805.732   MT  0.99994366   -0 06 43.1
 MG0169;SPC IL W     - 1,696,542.33  2,250,014.31   sFT  0.99994366   -0 06 43.1
 MG0169;UTM  15      - 4,578,235.842   722,935.127   MT  1.00021169   +1 45 34.9
 MG0169
 MG0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0169!SPC IL W     -   0.99996821  x   0.99994366  =   0.99991187
 MG0169!UTM  15      -   0.99996821  x   1.00021169  =   1.00017989
 MG0169
 MG0169|---------------------------------------------------------------------|
 MG0169| PID    Reference Object                     Distance      Geod. Az  |
 MG0169|                                                           dddmmss.s |
 MG0169| MG0165 CAMP                                 58.723 METERS 09154     |
 MG0169| MG0168 CAMP 2 RM 3                          13.810 METERS 18437     |
 MG0169| CL9010 CAMP AZ MK                                         2690127.6 |
 MG0169| MG0170 CAMP 2 RM 4                          16.211 METERS 26919     |
 MG0169|---------------------------------------------------------------------|
 MG0169
 MG0169                          SUPERSEDED SURVEY CONTROL
 MG0169
 MG0169  NAD 83(1997)-  41 19 29.23244(N)    090 20 10.39007(W) AD(       ) 3
 MG0169  NAD 83(1986)-  41 19 29.23750(N)    090 20 10.39900(W) AD(       ) 3
 MG0169  NAD 27      -  41 19 29.11190(N)    090 20 09.95390(W) AD(       ) 3
 MG0169  NGVD 29 (??/??/??)  235.53   (m)          772.7    (f) RESET       3  
 MG0169
 MG0169.Superseded values are not recommended for survey control.
 MG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0169.See file dsdata.txt to determine how the superseded data were derived.
 MG0169
 MG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2293578236(NAD 83)
 MG0169_MARKER: DS = TRIANGULATION STATION DISK
 MG0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0169_STAMPING: CAMP 2 1961
 MG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0169+STABILITY: SURFACE MOTION
 MG0169
 MG0169  HISTORY     - Date     Condition        Report By
 MG0169  HISTORY     - 1961     MONUMENTED       CGS
 MG0169  HISTORY     - 1961     GOOD             CGS
 MG0169  HISTORY     - 1966     GOOD             CGS
 MG0169  HISTORY     - 19960712 GOOD             USPSQD
 MG0169  HISTORY     - 20011026 GOOD             USPSQD
 MG0169  HISTORY     - 20040616 GOOD             USPSQD
 MG0169
 MG0169                          STATION DESCRIPTION
 MG0169
 MG0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 MG0169'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF ANDOVER,
 MG0169'ABOUT 3.0 MILES SOUTHEAST OF ORION AND ABOUT 2.0 MILES EAST
 MG0169'OF U.S. HIGHWAY 150.
 MG0169'
 MG0169'TO REACH THE STATION FROM THE STATE BANK AND THE MAIN INTERSECTION
 MG0169'IN ORION, GO WEST FOR 0.25 MILE TO THE JUNCTION OF U.S. HIGHWAY
 MG0169'150, TURN LEFT, GO SOUTHEASTERLY ON U.S. HIGHWAY 150 FOR 2.25
 MG0169'MILES TO CROSSROAD, TURN LEFT, GO EAST FOR 2.25 MILES TO THE
 MG0169'STATION ON THE LEFT AS DESCRIBED.
 MG0169'
 MG0169'THE STATION IS A STANDARD TRIANGULATION STATION DISK SET IN
 MG0169'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 MG0169'THE SURFACE OF THE GROUND AND IS STAMPED CAMP 2 1961.  THE MARK
 MG0169'IS 58.5 FEET WEST OF TELEPHONE POLE, 23.5 FEET NORTH OF CENTER
 MG0169'OF ROAD, 12.5 FEET EAST OF EAST END OF BOARD GATE AND FENCE
 MG0169'CORNER, 3.2 FEET WEST-SOUTHWEST OF WITNESS POST AND 1 FOOT
 MG0169'SOUTH OF FENCE.
 MG0169'
 MG0169'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE MARK DISK SET
 MG0169'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 MG0169'THE SURFACE OF THE GROUND AND IS STAMPED CAMP 2 NO 3 1961.
 MG0169'THE MARK IS 46.3 FEET SOUTH OF WITNESS POST, 23.5 FEET SOUTH OF
 MG0169'CENTER OF ROAD AND 1 FOOT NORTH OF FENCE.
 MG0169'
 MG0169'REFERENCE MARK NO. 4 IS A STANDARD REFERENCE MARK DISK SET IN
 MG0169'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 MG0169'THE SURFACE OF THE GROUND AND IS STAMPED CAMP 2 NO 4 1961.
 MG0169'THE MARK IS 56.3 FEET WEST OF WITNESS POST, 39.5 FEET EAST
 MG0169'OF TELEPHONE POLE, 28.5 FEET WEST OF WEST END OF BOARD GATE AND
 MG0169'21 FEET NORTH OF THE CENTER OF ROAD.
 MG0169'
 MG0169'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF
 MG0169'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 MG0169'IS STAMPED CAMP 1959.  THE MARK IS 26 FEET SOUTH OF THE CENTER
 MG0169'OF ROAD, 6.5 FEET EAST OF POWER POLE, 1.3 FEET EAST-NORTHEAST
 MG0169'OF WITNESS POST AND 1 FOOT NORTH OF FENCE.
 MG0169'
 MG0169'STATION CAMP 1959, REFERENCE MARK NO. 1 AND REFERENCE MARK
 MG0169'NO. 2 WERE DESTROYED AFTER THE 1961 OBSERVATIONS WERE MADE AND
 MG0169'CHECKED AS REQUESTED BY THE ILLINOIS STATE HIGHWAY DEPARTMENT TO
 MG0169'MAKE WAY FOR HIGHWAY IMPROVEMENTS.  A TRAVERSE CONNECTION WAS
 MG0169'MADE FROM CAMP 1959 TO CAMP 2 AND THE DISTANCE IS FOUND ABOVE.
 MG0169'
 MG0169'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MG0169
 MG0169                          STATION RECOVERY (1961)
 MG0169
 MG0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MG0169'4.1 MI NW FROM ANDOVER.
 MG0169'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 MG0169'AT ANDOVER, THENCE NORTH 2.0 MILES ALONG OILED ROAD, THENCE 0.8
 MG0169'MILE WEST ALONG AN OILED ROAD, 58.5 FEET WEST OF TELEPHONE POLE,
 MG0169'23.5 FEET NORTH OF CENTER OF ROAD, 12.5 FEET EAST OF THE EAST END
 MG0169'OF BOARD GATE AND FENCE CORNER, 3.2 FEET WEST-SOUTHWEST OF WITNESS
 MG0169'POST AND 1 FOOT SOUTH OF FENCE, SET IN TOP OF A 12 INCH SQUARE
 MG0169'CONCRETE POST WHICH IS SET FLUSH.
 MG0169
 MG0169                          STATION RECOVERY (1966)
 MG0169
 MG0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MG0169'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 MG0169'CONDITION AS DESCRIBED.  IT SHOULD BE NOTED THAT THE STATION
 MG0169'IS NOW ABOUT 200 FEET WEST OF THE INTERSTATE HIGHWAY OVERPASS.
 MG0169'
 MG0169'MR. BJORN KJOLE (RESIDENT ENGINEER) WAS CONTACTED AND ASSURED
 MG0169'THIS PARTY THAT THE MARKS WOULD NOT BE IN THE WAY OF ANY FURTHER
 MG0169'CONSTRUCTION.
 MG0169
 MG0169                          STATION RECOVERY (1996)
 MG0169
 MG0169'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0169'RECOVERED IN GOOD CONDITION.
 MG0169
 MG0169                          STATION RECOVERY (2001)
 MG0169
 MG0169'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0169'RECOVERED IN GOOD CONDITION.
 MG0169
 MG0169                          STATION RECOVERY (2004)
 MG0169
 MG0169'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0169'AZ MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0168 ***********************************************************************
 MG0168  DESIGNATION -  CAMP 2 RM 3
 MG0168  PID         -  MG0168
 MG0168  STATE/COUNTY-  IL/HENRY
 MG0168  USGS QUAD   -  ANDOVER (1991)
 MG0168
 MG0168                         *CURRENT SURVEY CONTROL
 MG0168  ___________________________________________________________________
 MG0168* NAD 83(1986)-  41 19 29.     (N)    090 20 09.     (W)     SCALED    
 MG0168* NAVD 88     -       235.33   (meters)     772.1    (feet)  RESET     
 MG0168  ___________________________________________________________________
 MG0168  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0168
 MG0168  VERT ORDER  -  THIRD
 MG0168
 MG0168.The horizontal coordinates were scaled from a topographic map and have
 MG0168.an estimated accuracy of +/- 6 seconds.
 MG0168
 MG0168.The orthometric height was computed from unverified reset data.
 MG0168.No vertical observational check was made to the station.
 MG0168
 MG0168.The geoid height was determined by GEOID03.
 MG0168
 MG0168;                    North         East    Units  Estimated Accuracy
 MG0168;SPC IL W     -   517,100.      685,840.      MT  (+/- 180 meters Scaled)
 MG0168
 MG0168                          SUPERSEDED SURVEY CONTROL
 MG0168
 MG0168  NGVD 29 (??/??/??)  235.40   (m)          772.3    (f) RESET       3  
 MG0168
 MG0168.Superseded values are not recommended for survey control.
 MG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0168.See file dsdata.txt to determine how the superseded data were derived.
 MG0168
 MG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF229782(NAD 83)
 MG0168_MARKER: DR = REFERENCE MARK DISK
 MG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0168_STAMPING: CAMP 2 NO 3 1961
 MG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0168+STABILITY: SURFACE MOTION
 MG0168
 MG0168  HISTORY     - Date     Condition        Report By
 MG0168  HISTORY     - 1961     MONUMENTED       CGS
 MG0168  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0168  HISTORY     - 20011026 MARK NOT FOUND   USPSQD
 MG0168  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MG0168
 MG0168                          STATION DESCRIPTION
 MG0168
 MG0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MG0168'4.1 MI NW FROM ANDOVER.
 MG0168'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 MG0168'IN ANDOVER, THENCE NORTH ALONG OILED ROAD 2.0 MILES, THENCE 0.8
 MG0168'MILE WEST ALONG OILED ROAD, 46.3 FEET SOUTH OF WITNESS POST,
 MG0168'23.5 FEET SOUTH OF CENTER OF ROAD AND 1 FOOT NORTH OF FENCE, SET
 MG0168'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH.
 MG0168
 MG0168                          STATION RECOVERY (1996)
 MG0168
 MG0168'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0168'MARK NOT FOUND.
 MG0168
 MG0168                          STATION RECOVERY (2001)
 MG0168
 MG0168'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0168'MARK NOT FOUND.
 MG0168
 MG0168                          STATION RECOVERY (2004)
 MG0168
 MG0168'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0170 ***********************************************************************
 MG0170  DESIGNATION -  CAMP 2 RM 4
 MG0170  PID         -  MG0170
 MG0170  STATE/COUNTY-  IL/HENRY
 MG0170  USGS QUAD   -  ANDOVER (1991)
 MG0170
 MG0170                         *CURRENT SURVEY CONTROL
 MG0170  ___________________________________________________________________
 MG0170* NAD 83(1986)-  41 19 29.     (N)    090 20 09.     (W)     SCALED    
 MG0170* NAVD 88     -       235.51   (meters)     772.7    (feet)  RESET     
 MG0170  ___________________________________________________________________
 MG0170  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0170
 MG0170  VERT ORDER  -  THIRD
 MG0170
 MG0170.The horizontal coordinates were scaled from a topographic map and have
 MG0170.an estimated accuracy of +/- 6 seconds.
 MG0170
 MG0170.The orthometric height was computed from unverified reset data.
 MG0170.No vertical observational check was made to the station.
 MG0170
 MG0170.The geoid height was determined by GEOID03.
 MG0170
 MG0170;                    North         East    Units  Estimated Accuracy
 MG0170;SPC IL W     -   517,100.      685,840.      MT  (+/- 180 meters Scaled)
 MG0170
 MG0170                          SUPERSEDED SURVEY CONTROL
 MG0170
 MG0170  NGVD 29 (??/??/??)  235.58   (m)          772.9    (f) RESET       3  
 MG0170
 MG0170.Superseded values are not recommended for survey control.
 MG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0170.See file dsdata.txt to determine how the superseded data were derived.
 MG0170
 MG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF229782(NAD 83)
 MG0170_MARKER: DR = REFERENCE MARK DISK
 MG0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0170_STAMPING: CAMP 2 NO 4 1961
 MG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0170+STABILITY: SURFACE MOTION
 MG0170
 MG0170  HISTORY     - Date     Condition        Report By
 MG0170  HISTORY     - 1961     MONUMENTED       CGS
 MG0170  HISTORY     - 19960712 GOOD             USPSQD
 MG0170  HISTORY     - 20011026 GOOD             USPSQD
 MG0170  HISTORY     - 20040616 GOOD             USPSQD
 MG0170
 MG0170                          STATION DESCRIPTION
 MG0170
 MG0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MG0170'4.1 MI NW FROM ANDOVER.
 MG0170'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 MG0170'IN ANDOVER, THENCE NORTH 2.0 MILES ALONG OILED ROAD, THENCE WEST
 MG0170'0.8 MILE ALONG OILED ROAD, 56.3 FEET WEST OF WITNESS POST, 28.5
 MG0170'FEET WEST OF WEST END OF BOARD GATE, 39.5 FEET EAST OF TELEPHONE
 MG0170'POLE, 21 FEET NORTH OF CENTER OF ROAD AND 1.5 FEET SOUTH OF
 MG0170'FENCE.  SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 MG0170'SET FLUSH.
 MG0170
 MG0170                          STATION RECOVERY (1996)
 MG0170
 MG0170'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0170'RECOVERED IN GOOD CONDITION.
 MG0170
 MG0170                          STATION RECOVERY (2001)
 MG0170
 MG0170'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0170'RECOVERED IN GOOD CONDITION.
 MG0170
 MG0170                          STATION RECOVERY (2004)
 MG0170
 MG0170'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0544 ***********************************************************************
 LD0544  DESIGNATION -  CAMP POINT
 LD0544  PID         -  LD0544
 LD0544  STATE/COUNTY-  IL/ADAMS
 LD0544  USGS QUAD   -  CAMP POINT (1994)
 LD0544
 LD0544                         *CURRENT SURVEY CONTROL
 LD0544  ___________________________________________________________________
 LD0544* NAD 83(1986)-  40 02 26.     (N)    091 03 57.     (W)     SCALED    
 LD0544* NAVD 88     -       226.263  (meters)     742.33   (feet)  ADJUSTED  
 LD0544  ___________________________________________________________________
 LD0544  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LD0544  DYNAMIC HT  -         226.145 (meters)     741.94  (feet)  COMP
 LD0544  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 LD0544
 LD0544  VERT ORDER  -  FIRST     CLASS II
 LD0544
 LD0544.The horizontal coordinates were scaled from a topographic map and have
 LD0544.an estimated accuracy of +/- 6 seconds.
 LD0544
 LD0544.The orthometric height was determined by differential leveling
 LD0544.and adjusted by the National Geodetic Survey in June 1991..
 LD0544
 LD0544.The geoid height was determined by GEOID03.
 LD0544
 LD0544.The dynamic height is computed by dividing the NAVD 88
 LD0544.geopotential number by the normal gravity value computed on the
 LD0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0544.degrees latitude (g = 980.6199 gals.).
 LD0544
 LD0544.The modeled gravity was interpolated from observed gravity values.
 LD0544
 LD0544;                    North         East    Units  Estimated Accuracy
 LD0544;SPC IL W     -   374,880.      623,270.      MT  (+/- 180 meters Scaled)
 LD0544
 LD0544                          SUPERSEDED SURVEY CONTROL
 LD0544
 LD0544  NGVD 29 (??/??/92)  226.337  (m)          742.57   (f) ADJ UNCH    1 2
 LD0544
 LD0544.Superseded values are not recommended for survey control.
 LD0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0544.See file dsdata.txt to determine how the superseded data were derived.
 LD0544
 LD0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE650340(NAD 83)
 LD0544_MARKER: DB = BENCH MARK DISK
 LD0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0544_STAMPING: CAMP POINT 1932
 LD0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0544+STABILITY: SURFACE MOTION
 LD0544
 LD0544  HISTORY     - Date     Condition        Report By
 LD0544  HISTORY     - 1932     MONUMENTED       CGS
 LD0544  HISTORY     - 1946     GOOD             NGS
 LD0544
 LD0544                          STATION DESCRIPTION
 LD0544
 LD0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LD0544'AT CAMP POINT.
 LD0544'AT CAMP POINT, ADAMS COUNTY, AT THE TOWN HALL, IN THE GRASS PLOT
 LD0544'SOUTH OF THE FRONT ENTRANCE, AND ONE FOOT SOUTH OF A WALK.  A
 LD0544'STANDARD DISK, STAMPED CAMP POINT 1932 AND SET IN THE TOP OF A
 LD0544'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1930 ***********************************************************************
 JB1930  DESIGNATION -  CAMPBELL
 JB1930  PID         -  JB1930
 JB1930  STATE/COUNTY-  IL/RANDOLPH
 JB1930  USGS QUAD   -  EVANSVILLE (1982)
 JB1930
 JB1930                         *CURRENT SURVEY CONTROL
 JB1930  ___________________________________________________________________
 JB1930* NAD 83(1997)-  38 05 24.03613(N)    089 53 40.34164(W)     ADJUSTED  
 JB1930* NAVD 88     -       157.8    (meters)     518.     (feet)  VERTCON   
 JB1930  ___________________________________________________________________
 JB1930  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 JB1930  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JB1930
 JB1930  HORZ ORDER  -  SECOND
 JB1930
 JB1930.The horizontal coordinates were established by classical geodetic methods
 JB1930.and adjusted by the National Geodetic Survey in October 1999..
 JB1930
 JB1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1930
 JB1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1930
 JB1930.The geoid height was determined by GEOID03.
 JB1930
 JB1930;                    North         East     Units Scale Factor Converg.
 JB1930;SPC IL W     -   157,995.104   723,870.986   MT  0.99994819   +0 10 04.4
 JB1930;SPC IL W     -   518,355.60  2,374,900.06   sFT  0.99994819   +0 10 04.4
 JB1930;UTM  16      - 4,219,759.414   246,152.072   MT  1.00039371   -1 47 11.7
 JB1930
 JB1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1930!SPC IL W     -   0.99997992  x   0.99994819  =   0.99992811
 JB1930!UTM  16      -   0.99997992  x   1.00039371  =   1.00037362
 JB1930
 JB1930:                Primary Azimuth Mark                     Grid Az
 JB1930:SPC IL W     -  BALDWIN ILL POWER PLANT STACK            014 40 24.8
 JB1930:UTM  16      -  BALDWIN ILL POWER PLANT STACK            016 37 40.9
 JB1930
 JB1930|---------------------------------------------------------------------|
 JB1930| PID    Reference Object                     Distance      Geod. Az  |
 JB1930|                                                           dddmmss.s |
 JB1930| JB1925 BALDWIN ILL POWER PLANT STACK       APPROX.13.2 KM 0145029.2 |
 JB1930| CI4048 CAMPBELL RM 1                        28.124 METERS 04117     |
 JB1930| CI4049 CAMPBELL RM 2                        17.401 METERS 09022     |
 JB1930| JB1929 WALSH BELL TELEPHONE MICROWAVE      APPROX. 4.0 KM 1262210.6 |
 JB1930|---------------------------------------------------------------------|
 JB1930
 JB1930                          SUPERSEDED SURVEY CONTROL
 JB1930
 JB1930  NAD 83(1986)-  38 05 24.04485(N)    089 53 40.33557(W) AD(       ) 2
 JB1930  NAD 27      -  38 05 23.86306(N)    089 53 39.95379(W) AD(       ) 2
 JB1930  NGVD 29 (07/19/86)  157.9    (m)          518.     (f) VERT ANG       
 JB1930
 JB1930.Superseded values are not recommended for survey control.
 JB1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1930.See file dsdata.txt to determine how the superseded data were derived.
 JB1930
 JB1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4615219759(NAD 83)
 JB1930_MARKER: DD = SURVEY DISK
 JB1930_SETTING: 0 = UNSPECIFIED SETTING
 JB1930
 JB1930  HISTORY     - Date     Condition        Report By
 JB1930  HISTORY     - 1969     MONUMENTED       USGS
 JB1930
 JB1930                          STATION DESCRIPTION
 JB1930
 JB1930'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1930'STATION IS LOCATED 2.5 MI E. OF EVANSVILLE, IN THE NW. QUARTER OF
 JB1930'THE NE. QUARTER SEC. 20, T. 5 S., R. 7 W., IN THE RIGHT-OF-WAY OF
 JB1930'AN E.-W. BLACKTOP RD. KNOWN AS SCHULINE RD., 0.45 MI W. OF A RR.
 JB1930'CROSSING AND S. ACROSS THE RD. FROM THE HOUSE OF MR. ALBERT
 JB1930'GROSS.
 JB1930'
 JB1930'TO REACH THE STATION FROM THE EVANSVILLE POST OFFICE, DRIVE NE. ON
 JB1930'SCHULINE RD. (MAIN RD. THROUGH EVANSVILLE) FOR 0.15 MI TO A
 JB1930'RIGHTANGLE CURVE IN HWY., TURN RIGHT AND FOLLOW SCHULINE RD.
 JB1930'SE.-E. FOR 2.4 MI TO TOP OF A RISE AND STATION ON THE RIGHT.
 JB1930'
 JB1930'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED CAMPBELL
 JB1930'1969 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 JB1930'WITH GROUND, AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JB1930'
 JB1930'STATION MARK IS 33 FT S. OF CENTER OF THE RD., 83 FT ESE. OF JCT.
 JB1930'OF DRIVE N. TO MR. GROSS GARAGE, 15.6 FT W. OF A TELEPHONE POLE AND
 JB1930'1 FT W. OF A METAL WITNESS POST.
 JB1930'
 JB1930'REFERENCE MARK 1 IS 92.27 FT (28.124 M.) NE. OF STATION, 37 FT
 JB1930'N. OF CENTER OF RD., 46 FT E. OF DRIVE N. TO MR. GROSS HOUSE, 12.0
 JB1930'FT E. OF A POWER LINE POLE AND MIDWAY BETWEEN TWO SEEDLING
 JB1930'EVERGREENS IN A ROW.
 JB1930'
 JB1930'REFERENCE MARK 2 IS 57.09 FT (17.401 M.) E. OF STATION, 33 FT S.
 JB1930'OF CENTER OF THE RD., 42 FT E. OF A TELEPHONE POLE AND 1 FT W. OF
 JB1930'A METAL WITNESS POST.
 JB1930'
 JB1930'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3074 ***********************************************************************
 ME3074  DESIGNATION -  CAN
 ME3074  PID         -  ME3074
 ME3074  STATE/COUNTY-  IL/COOK
 ME3074  USGS QUAD   -  RIVER FOREST (1997)
 ME3074
 ME3074                         *CURRENT SURVEY CONTROL
 ME3074  ___________________________________________________________________
 ME3074* NAD 83(1997)-  41 59 06.53187(N)    087 49 48.54515(W)     ADJUSTED  
 ME3074* NAVD 88     -       234.5    (meters)     769.     (feet)  VERTCON   
 ME3074  ___________________________________________________________________
 ME3074  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 ME3074  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME3074
 ME3074  HORZ ORDER  -  FIRST
 ME3074
 ME3074.The horizontal coordinates were established by classical geodetic methods
 ME3074.and adjusted by the National Geodetic Survey in October 1999..
 ME3074
 ME3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3074
 ME3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3074
 ME3074.The geoid height was determined by GEOID03.
 ME3074
 ME3074;                    North         East     Units Scale Factor Converg.
 ME3074;SPC IL E     -   590,575.447   341,697.712   MT  0.99999639   +0 20 11.8
 ME3074;SPC IL E     - 1,937,579.61  1,121,053.24   sFT  0.99999639   +0 20 11.8
 ME3074;UTM  16      - 4,648,460.462   431,232.591   MT  0.99965819   -0 33 19.2
 ME3074
 ME3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3074!SPC IL E     -   0.99996849  x   0.99999639  =   0.99996488
 ME3074!UTM  16      -   0.99996849  x   0.99965819  =   0.99962670
 ME3074
 ME3074:                Primary Azimuth Mark                     Grid Az
 ME3074:SPC IL E     -  001 COC                                  099 14 32.1
 ME3074:UTM  16      -  001 COC                                  100 08 03.1
 ME3074
 ME3074|---------------------------------------------------------------------|
 ME3074| PID    Reference Object                     Distance      Geod. Az  |
 ME3074|                                                           dddmmss.s |
 ME3074| ME3067 001 COC                             APPROX. 1.1 KM 0993443.9 |
 ME3074|---------------------------------------------------------------------|
 ME3074
 ME3074                          SUPERSEDED SURVEY CONTROL
 ME3074
 ME3074  NAD 83(1997)-  41 59 06.53199(N)    087 49 48.54572(W) AD(       ) 1
 ME3074  NAD 83(1997)-  41 59 06.53308(N)    087 49 48.55979(W) AD(       ) 1
 ME3074  NAD 83(1986)-  41 59 06.53456(N)    087 49 48.55934(W) AD(       ) 1
 ME3074  NAD 27      -  41 59 06.42477(N)    087 49 48.33380(W) AD(       ) 1
 ME3074  NGVD 29 (07/19/86)  234.6    (m)          770.     (f) VERT ANG       
 ME3074
 ME3074.Superseded values are not recommended for survey control.
 ME3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3074.See file dsdata.txt to determine how the superseded data were derived.
 ME3074
 ME3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3123348460(NAD 83)
 ME3074_MARKER: DD = SURVEY DISK
 ME3074_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3074+WITH SETTING: PAVEMENT
 ME3074_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3074
 ME3074  HISTORY     - Date     Condition        Report By
 ME3074  HISTORY     - 1977     MONUMENTED       NGS
 ME3074  HISTORY     - 1983     GOOD             IL1670
 ME3074  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 ME3074
 ME3074                          STATION DESCRIPTION
 ME3074
 ME3074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3074'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CHICAGO,
 ME3074'ON THE ROOF OF THE NATIONAL CAN CORPORATION AT 8101 W. HIGGINS
 ME3074'AVENUE. PERMISSION WAS OBTAINED FROM MR. BRUCE BULLOCK,MANAGER,
 ME3074'EMPLOYMENT, NATIONAL CAN CORPORATION. PHONE NUMBER 399-3000.
 ME3074'
 ME3074'THE STATION MARK, STAMPED---CAN 1977---, IS A STANDARD DISK
 ME3074'GLUED TO THE ROOF AND COVERED BY A LINCOLN HAT. IT IS 47.8
 ME3074'FEET SOUTH OF THE NORTH EDGE OF THE ROOF, 22.6 FEET WEST OF A
 ME3074'LARGE GLASS DOME AND 13.9 FEET NORTHEAST OF THE LADDER
 ME3074'ENTRANCE TO THE ROOF.
 ME3074'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ME3074'
 ME3074'STATION 001 COC CAN BE USED AS THE AZIMUTH MARK.
 ME3074'
 ME3074'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 ME3074
 ME3074                          STATION RECOVERY (1983)
 ME3074
 ME3074'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3074'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3074'THE ONLY EXCEPTION TO THE 1977 DESCRIPTIVE TEXT IS FOR ACESS
 ME3074'CALL MR. FRANK BYRNE, TELEPHONE 399 3452.
 ME3074'
 ME3074'DESCRIBED BY CITY OF CHICAGO.
 ME3074
 ME3074                          STATION RECOVERY (1996)
 ME3074
 ME3074'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0988 ***********************************************************************
 MF0988  DESIGNATION -  CANAL
 MF0988  PID         -  MF0988
 MF0988  STATE/COUNTY-  IL/BUREAU
 MF0988  USGS QUAD   -  MANLIUS (1983)
 MF0988
 MF0988                         *CURRENT SURVEY CONTROL
 MF0988  ___________________________________________________________________
 MF0988* NAD 83(1997)-  41 23 05.12097(N)    089 41 57.52827(W)     ADJUSTED  
 MF0988* NAVD 88     -       199.543  (meters)     654.67   (feet)  ADJUSTED  
 MF0988  ___________________________________________________________________
 MF0988  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MF0988  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0988  DYNAMIC HT  -         199.463 (meters)     654.40  (feet)  COMP
 MF0988  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 MF0988
 MF0988  HORZ ORDER  -  SECOND
 MF0988  VERT ORDER  -  SECOND    CLASS 0
 MF0988
 MF0988.The horizontal coordinates were established by classical geodetic methods
 MF0988.and adjusted by the National Geodetic Survey in October 1999..
 MF0988
 MF0988.The orthometric height was determined by differential leveling
 MF0988.and adjusted by the National Geodetic Survey in June 1991..
 MF0988
 MF0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0988
 MF0988.The geoid height was determined by GEOID03.
 MF0988
 MF0988.The dynamic height is computed by dividing the NAVD 88
 MF0988.geopotential number by the normal gravity value computed on the
 MF0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0988.degrees latitude (g = 980.6199 gals.).
 MF0988
 MF0988.The modeled gravity was interpolated from observed gravity values.
 MF0988
 MF0988;                    North         East     Units Scale Factor Converg.
 MF0988;SPC IL W     -   523,858.480   739,089.063   MT  0.99995997   +0 18 32.3
 MF0988;SPC IL W     - 1,718,692.36  2,424,828.03   sFT  0.99995997   +0 18 32.3
 MF0988;UTM  16      - 4,584,986.315   274,298.219   MT  1.00022696   -1 47 07.1
 MF0988
 MF0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0988!SPC IL W     -   0.99997388  x   0.99995997  =   0.99993386
 MF0988!UTM  16      -   0.99997388  x   1.00022696  =   1.00020084
 MF0988
 MF0988:                Primary Azimuth Mark                     Grid Az
 MF0988:SPC IL W     -  LANGLEY                                  118 48 58.7
 MF0988:UTM  16      -  LANGLEY                                  120 54 38.1
 MF0988
 MF0988|---------------------------------------------------------------------|
 MF0988| PID    Reference Object                     Distance      Geod. Az  |
 MF0988|                                                           dddmmss.s |
 MF0988| MF1070 LANGLEY                             APPROX. 2.8 KM 1190731.0 |
 MF0988| MF1684 CANAL 1959 RM 1 1975                 14.660 METERS 17742     |
 MF0988| MF1677 SHEFFIELD MUNICIPAL TANK            APPROX. 4.5 KM 2260142.5 |
 MF0988| MF1678 SHEFFIELD ST PATRICKS CH SPIRE      APPROX. 4.6 KM 2281157.2 |
 MF0988| CI6797 CANAL RM 2                           15.092 METERS 26159     |
 MF0988| MF1685 CANAL 2                             111.993 METERS 32633     |
 MF0988|---------------------------------------------------------------------|
 MF0988
 MF0988                          SUPERSEDED SURVEY CONTROL
 MF0988
 MF0988  NAD 83(1986)-  41 23 05.12554(N)    089 41 57.53698(W) AD(       ) 2
 MF0988  NGVD 29 (??/??/92)  199.620  (m)          654.92   (f) ADJ UNCH    2 0
 MF0988
 MF0988.Superseded values are not recommended for survey control.
 MF0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0988.See file dsdata.txt to determine how the superseded data were derived.
 MF0988
 MF0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7429884986(NAD 83)
 MF0988_MARKER: DS = TRIANGULATION STATION DISK
 MF0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0988_STAMPING: CANAL 1958
 MF0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0988+STABILITY: SURFACE MOTION
 MF0988
 MF0988  HISTORY     - Date     Condition        Report By
 MF0988  HISTORY     - 1959     MONUMENTED       CGS
 MF0988  HISTORY     - 1959     GOOD             NGS
 MF0988  HISTORY     - 1975     GOOD             NGS
 MF0988  HISTORY     - 19951025 MARK NOT FOUND   USPSQD
 MF0988  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF0988
 MF0988                          STATION DESCRIPTION
 MF0988
 MF0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF0988'STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF THE CENTER
 MF0988'OF SHEFFIELD, ABOUT 1.5 MILES NORTH-NORTHWEST OF THE JUNCTION
 MF0988'OF U.S. HIGHWAY NO. 6 AND STATE HIGHWAY NO. 88 AND .05 MILE
 MF0988'SOUTH OF THE ILLINOIS-MISSISSIPPI CANAL.
 MF0988'
 MF0988'TO REACH FROM WHERE U.S. HIGHWAY NO. 6 CROSSES OVER THE RAILROAD
 MF0988'TRACKS IN SHEFFIELD, GO NORTH ON U.S. HIGHWAY NO. 6 FOR 0.35 MILE
 MF0988'TO WHERE U.S. HIGHWAY NO. 6 CURVES TO RIGHT, (EAST) KEEP RIGHT
 MF0988'AND CONTINUE EAST ON U.S. HIGHWAY NO. 6 FOR 1.55 MILES TO CROSS
 MF0988'ROAD AT COLONY MOTEL SIGN ON RIGHT, TURN LEFT AND GO NORTH ON
 MF0988'GRAVEL ROAD FOR 1.05 MILES TO WHERE ROAD BEARS TO RIGHT, KEEP
 MF0988'RIGHT AND GO EAST AND NORTH ON GRAVEL ROAD FOR 0.55 MILE TO
 MF0988'STATION ON RIGHT, (JUST BEFORE REACHING BRIDGE OVER CANAL).
 MF0988'
 MF0988'STATION MARK, A STANDARD DISK STAMPED CANAL 1958, IS SET IN
 MF0988'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK
 MF0988'IS 3 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, 22 FEET EAST
 MF0988'OF CENTER OF ROAD, 5.7 FEET NORTH-NORTHWEST OF WITNESS POST
 MF0988'AND 32 FEET SOUTH OF TRIANGLE BLAZED TELEPHONE POLE.
 MF0988'
 MF0988'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CANAL NO. 1 1958,
 MF0988'IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 MF0988'INCHES.  THE MARK IS 5 INCHES EAST OF RIGHT-OF-WAY FENCE LINE,
 MF0988'24 FEET WEST OF APPROXIMATE CENTER OF ROAD AND 43 FEET SOUTH
 MF0988'OF WITNESS POST.
 MF0988'
 MF0988'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CANAL NO. 2 1958,
 MF0988'IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 MF0988'INCHES.  THE MARK IS 1 FOOT EAST OF RIGHT-OF-WAY FENCE LINE,
 MF0988'28 FEET WEST OF CENTER OF ROAD AND 51 FEET WEST OF WITNESS
 MF0988'POST.
 MF0988'
 MF0988'NOTE--TRIANGULATION STATION LANGLEY 1954 MAY BE USED AS AN
 MF0988'AZIMUTH.
 MF0988
 MF0988                          STATION RECOVERY (1959)
 MF0988
 MF0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF0988'3.4 MI NE FROM SHEFFIELD.
 MF0988'ABOUT 1.85 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE OVERPASS
 MF0988'OVER THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY AT SHEFFIELD,
 MF0988'THENCE 1.55 MILES NORTH ALONG GRAVEL ROAD, ABOUT 97 YARDS
 MF0988'SOUTH OF THE SOUTH END OF THE BRIDGE OVER THE CANAL, 18 FEET
 MF0988'EAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF FENCE
 MF0988'LINE, 32 FEET SOUTH OF THE FIRST TELEPHONE POLE SOUTH OF THE
 MF0988'BRIDGE, 197 FEET SOUTH OF SOUTH END OF GATE, 110 FEET NORTH OF
 MF0988'A T-FENCE CORNER, 95 FEET NORTH OF THE SECOND TELEPHONE POLE
 MF0988'SOUTH OF THE BRIDGE, 5.7 FEET NORTH-NORTHWEST OF A METAL WITNESS
 MF0988'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP
 MF0988'OF A CONCRETE POST PROJECTING 3 INCHES.
 MF0988
 MF0988                          STATION RECOVERY (1975)
 MF0988
 MF0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MF0988'THE STATION MARK, REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 MF0988'REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED DESTROYED BY ROAD
 MF0988'CONSTRUCTION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED AS DID THE
 MF0988'DIRECTION OFF THE SHEFFIELD, MUNICIPAL TANK       1959 WHICH WAS
 MF0988'USED AS AN AZIMUTH MARK TO ESTABLISH CANAL 2.  FOR DETAILS SEE
 MF0988'DESCRIPTION TO STATION CANAL 2.  THE STATION WAS IN WAY OF
 MF0988'CONSTRUCTION ALONG THE HENNEPIN CANAL PARKWAY OF THE PARK.
 MF0988'
 MF0988'NOTE--STATION CANAL 1959 WAS DESTROYED AFTER CANAL 2 WAS
 MF0988'ESTABLISHED.
 MF0988'
 MF0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 MF0988'NORTHEAST OF SHEFFIELD.
 MF0988
 MF0988                          STATION RECOVERY (1995)
 MF0988
 MF0988'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0988'MARK NOT FOUND.
 MF0988
 MF0988                          STATION RECOVERY (2001)
 MF0988
 MF0988'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1684 ***********************************************************************
 MF1684  DESIGNATION -  CANAL 1959 RM 1 1975
 MF1684  PID         -  MF1684
 MF1684  STATE/COUNTY-  IL/BUREAU
 MF1684  USGS QUAD   -  MANLIUS (1983)
 MF1684
 MF1684                         *CURRENT SURVEY CONTROL
 MF1684  ___________________________________________________________________
 MF1684* NAD 83(1997)-  41 23 04.64614(N)    089 41 57.50296(W)     ADJUSTED  
 MF1684* NAVD 88     -       198.98   (+/-2cm)     652.8    (feet)  VERTCON   
 MF1684  ___________________________________________________________________
 MF1684  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MF1684  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1684
 MF1684  HORZ ORDER  -  THIRD
 MF1684  VERT ORDER  -  THIRD ? (See Below)
 MF1684
 MF1684.The horizontal coordinates were established by classical geodetic methods
 MF1684.and adjusted by the National Geodetic Survey in October 1999..
 MF1684.No horizontal observational check was made to the station.
 MF1684
 MF1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1684.The vertical order pertains to the NGVD 29 superseded value.
 MF1684
 MF1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1684
 MF1684.The geoid height was determined by GEOID03.
 MF1684
 MF1684;                    North         East     Units Scale Factor Converg.
 MF1684;SPC IL W     -   523,843.835   739,089.730   MT  0.99995997   +0 18 32.3
 MF1684;SPC IL W     - 1,718,644.32  2,424,830.22   sFT  0.99995997   +0 18 32.3
 MF1684;UTM  16      - 4,584,971.652   274,298.350   MT  1.00022696   -1 47 07.1
 MF1684
 MF1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1684!SPC IL W     -   0.99997397  x   0.99995997  =   0.99993394
 MF1684!UTM  16      -   0.99997397  x   1.00022696  =   1.00020093
 MF1684
 MF1684                          SUPERSEDED SURVEY CONTROL
 MF1684
 MF1684  NAD 83(1986)-  41 23 04.65064(N)    089 41 57.51167(W) AD(       ) 3
 MF1684  NAD 27      -  41 23 04.52180(N)    089 41 57.15866(W) AD(       ) 3
 MF1684  NGVD 29 (07/19/86)  199.06   (m)          653.1    (f) LEVELING    3  
 MF1684
 MF1684.Superseded values are not recommended for survey control.
 MF1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1684.See file dsdata.txt to determine how the superseded data were derived.
 MF1684
 MF1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7429884972(NAD 83)
 MF1684_MARKER: DR = REFERENCE MARK DISK
 MF1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1684+STABILITY: SURFACE MOTION
 MF1684
 MF1684  HISTORY     - Date     Condition        Report By
 MF1684  HISTORY     - 1975     MONUMENTED       NGS
 MF1684  HISTORY     - 19951025 MARK NOT FOUND   USPSQD
 MF1684  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF1684
 MF1684                          STATION DESCRIPTION
 MF1684
 MF1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MF1684'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF SHEFFIELD,
 MF1684'AND ALONG THE SOUTH BANK OF THE MISSISSIPPI - ILLINOIS CANAL AND
 MF1684'AT THE MOST NORTH EDGE OF A PICNIC AREA.
 MF1684'
 MF1684'REFERENCE MARK 1 IS 32 FEET WEST OF THE CENTERLINE OF A ROAD, 25
 MF1684'FEET EAST OF THE CENTERLINE OF A ROAD 1 FOOT EAST OF A METAL
 MF1684'WITNESS POST AT A ROAD INTERSECTION.  THE MONUMENT PROJECTS 1
 MF1684'INCH AND THE DISK IS STAMPED CANAL NO 1 1959.
 MF1684'
 MF1684'TO REACH STATION CANAL 2 FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 MF1684'80 AND STATE HIGHWAY 88 ABOUT 2-1/2 MILES NORTHEAST OF SHEFFIELD,
 MF1684'GO SOUTH ON STATE HIGHWAY 88 FOR 1.0 MILE TO A CROSSROADS.  TURN
 MF1684'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO A RAIL ROAD
 MF1684'CROSSING.  CONTINUE ACROSS TRACKS AND GO FOR 0.85 MILE TO A
 MF1684'T-ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.15
 MF1684'MILES TO A PICNIC AREA AT THE CANAL AND THE STATION AS DESCRIBED.
 MF1684'
 MF1684'NEAREST TOWN--SHEFFIELD.
 MF1684
 MF1684                          STATION RECOVERY (1995)
 MF1684
 MF1684'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1684'MARK NOT FOUND.
 MF1684
 MF1684                          STATION RECOVERY (2001)
 MF1684
 MF1684'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1685 ***********************************************************************
 MF1685  DESIGNATION -  CANAL 2
 MF1685  PID         -  MF1685
 MF1685  STATE/COUNTY-  IL/BUREAU
 MF1685  USGS QUAD   -  MANLIUS (1983)
 MF1685
 MF1685                         *CURRENT SURVEY CONTROL
 MF1685  ___________________________________________________________________
 MF1685* NAD 83(1997)-  41 23 08.14964(N)    089 42 00.18570(W)     ADJUSTED  
 MF1685* NAVD 88     -       198.7    (meters)     652.     (feet)  VERTCON   
 MF1685  ___________________________________________________________________
 MF1685  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MF1685  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1685
 MF1685  HORZ ORDER  -  THIRD
 MF1685
 MF1685.The horizontal coordinates were established by classical geodetic methods
 MF1685.and adjusted by the National Geodetic Survey in October 1999..
 MF1685.No horizontal observational check was made to the station.
 MF1685
 MF1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1685
 MF1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1685
 MF1685.The geoid height was determined by GEOID03.
 MF1685
 MF1685;                    North         East     Units Scale Factor Converg.
 MF1685;SPC IL W     -   523,951.577   739,026.819   MT  0.99995991   +0 18 30.6
 MF1685;SPC IL W     - 1,718,997.80  2,424,623.82   sFT  0.99995991   +0 18 30.6
 MF1685;UTM  16      - 4,585,081.651   274,239.403   MT  1.00022729   -1 47 09.0
 MF1685
 MF1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1685!SPC IL W     -   0.99997401  x   0.99995991  =   0.99993392
 MF1685!UTM  16      -   0.99997401  x   1.00022729  =   1.00020130
 MF1685
 MF1685|---------------------------------------------------------------------|
 MF1685| PID    Reference Object                     Distance      Geod. Az  |
 MF1685|                                                           dddmmss.s |
 MF1685| CI6798 CANAL 2 RM 3                          8.380 METERS 10401     |
 MF1685| MF0988 CANAL                               111.993 METERS 14633     |
 MF1685| MF1684 CANAL 1959 RM 1 1975                124.770 METERS 15002     |
 MF1685| MF1677 SHEFFIELD MUNICIPAL TANK            APPROX. 4.5 KM 2243748.7 |
 MF1685| CI6799 CANAL 2 RM 4                          8.469 METERS 28918     |
 MF1685|---------------------------------------------------------------------|
 MF1685
 MF1685                          SUPERSEDED SURVEY CONTROL
 MF1685
 MF1685  NAD 83(1986)-  41 23 08.15419(N)    089 42 00.19439(W) AD(       ) 3
 MF1685  NAD 27      -  41 23 08.02538(N)    089 41 59.84114(W) AD(       ) 3
 MF1685  NGVD 29 (07/19/86)  198.8    (m)          652.     (f) VERT ANG       
 MF1685
 MF1685.Superseded values are not recommended for survey control.
 MF1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1685.See file dsdata.txt to determine how the superseded data were derived.
 MF1685
 MF1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7423985082(NAD 83)
 MF1685_MARKER: DS = TRIANGULATION STATION DISK
 MF1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1685
 MF1685  HISTORY     - Date     Condition        Report By
 MF1685  HISTORY     - 1975     MONUMENTED       NGS
 MF1685  HISTORY     - 19951025 GOOD             USPSQD
 MF1685  HISTORY     - 20010601 GOOD             USPSQD
 MF1685
 MF1685                          STATION DESCRIPTION
 MF1685
 MF1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MF1685'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF SHEFFIELD,
 MF1685'AND ALONG THE SOUTH BANK OF THE MISSISSIPPI - ILLINOIS CANAL AND
 MF1685'AT THE MOST NORTH EDGE OF A PICNIC AREA.  THE SHEFFIELD MUNICIPAL
 MF1685'WATER TANK WAS USED AS AN AZIMUTH MARK TO TRANSFER CANAL 1959 TO
 MF1685'CANAL 2.  THE STATION IS 167 FEET WEST OF THE CENTERLINE OF A
 MF1685'ROAD LEADING TO A BRIDGE ACROSS THE CANAL, 74 FEET WEST OF A 40
 MF1685'INCH TREE, 34 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD
 MF1685'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 MF1685'PROJECTS 3 INCHES AND THE DISK STAMPED CANAL 2 1975.
 MF1685'
 MF1685'REFERENCE MARK 1 IS 32 FEET WEST OF THE CENTERLINE OF A ROAD, 25
 MF1685'FEET EAST OF THE CENTERLINE OF A ROAD 1 FOOT EAST OF A METAL WITNESS
 MF1685'POST AT A ROAD INTERSECTION.  THE MONUMENT PROJECTS 1 INCH AND THE
 MF1685'DISK IS STAMPED CANAL NO 1 1959.
 MF1685'
 MF1685'REFERENCE MARK 3 IS CEMENTED IN A DRILL HOLE IN THE EAST END AND ON
 MF1685'THE TOP STEP OF THE STAIRWAY LEADING DOWN TO THE CANAL.  THE DISK IS
 MF1685'STAMPED CANAL 2 NO 3 1975.
 MF1685'
 MF1685'REFERENCE MARK 4 IS 32 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 MF1685'ROAD, 28 FEET WEST OF THE METAL WITNESS POST, 9 FEET EAST OF A 6
 MF1685'INCH CEDAR TREE, 6 FEET SOUTH OF A CONCRETE POST AND 5 FEET
 MF1685'SOUTHWEST OF A CONCRETE POST.  THE MONUMENT IS A 3 FOOT ALUMINUM
 MF1685'TYPE AND THE DISK IS STAMPED CANAL 2 NO 4 1975.
 MF1685'
 MF1685'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 MF1685'80 AND STATE HIGHWAY 88 ABOUT 2-1/2 MILES NORTHEAST OF SHEFFIELD,
 MF1685'GO SOUTH ON STATE HIGHWAY 88 FOR 1.0 MILE TO A CROSSROADS.  TURN
 MF1685'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO A RAIL ROAD
 MF1685'CROSSING.  CONTINUE ACROSS TRACKS AND GO FOR 0.85 MILE TO A
 MF1685'T-ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.15
 MF1685'MILES TO A PICNIC AREA AT THE CANAL AND THE STATION AS DESCRIBED.
 MF1685'
 MF1685'NEAREST TOWN--SHEFFIELD.
 MF1685
 MF1685                          STATION RECOVERY (1995)
 MF1685
 MF1685'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1685'RECOVERED IN GOOD CONDITION.
 MF1685
 MF1685                          STATION RECOVERY (2001)
 MF1685
 MF1685'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1685'RM 3 AND RM 4 WERE LOCATED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0990 ***********************************************************************
 MF0990  DESIGNATION -  CANAL RM 1
 MF0990  PID         -  MF0990
 MF0990  STATE/COUNTY-  IL/BUREAU
 MF0990  USGS QUAD   -  MANLIUS (1983)
 MF0990
 MF0990                         *CURRENT SURVEY CONTROL
 MF0990  ___________________________________________________________________
 MF0990* NAD 83(1986)-  41 23 04.     (N)    089 41 57.     (W)     SCALED    
 MF0990* NAVD 88     -       198.987  (meters)     652.84   (feet)  ADJUSTED  
 MF0990  ___________________________________________________________________
 MF0990  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0990  DYNAMIC HT  -         198.907 (meters)     652.58  (feet)  COMP
 MF0990  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 MF0990
 MF0990  VERT ORDER  -  SECOND    CLASS 0
 MF0990
 MF0990.The horizontal coordinates were scaled from a topographic map and have
 MF0990.an estimated accuracy of +/- 6 seconds.
 MF0990
 MF0990.The orthometric height was determined by differential leveling
 MF0990.and adjusted by the National Geodetic Survey in June 1991..
 MF0990
 MF0990.The geoid height was determined by GEOID03.
 MF0990
 MF0990.The dynamic height is computed by dividing the NAVD 88
 MF0990.geopotential number by the normal gravity value computed on the
 MF0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0990.degrees latitude (g = 980.6199 gals.).
 MF0990
 MF0990.The modeled gravity was interpolated from observed gravity values.
 MF0990
 MF0990;                    North         East    Units  Estimated Accuracy
 MF0990;SPC IL W     -   523,820.      739,100.      MT  (+/- 180 meters Scaled)
 MF0990
 MF0990                          SUPERSEDED SURVEY CONTROL
 MF0990
 MF0990  NGVD 29 (??/??/92)  199.064  (m)          653.10   (f) ADJ UNCH    2 0
 MF0990
 MF0990.Superseded values are not recommended for survey control.
 MF0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0990.See file dsdata.txt to determine how the superseded data were derived.
 MF0990
 MF0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL743849(NAD 83)
 MF0990_MARKER: DR = REFERENCE MARK DISK
 MF0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0990_STAMPING: CANAL NO 1 1958
 MF0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0990+STABILITY: SURFACE MOTION
 MF0990
 MF0990  HISTORY     - Date     Condition        Report By
 MF0990  HISTORY     - 1958     MONUMENTED       CGS
 MF0990  HISTORY     - 1959     GOOD             NGS
 MF0990  HISTORY     - 19951025 POOR             USPSQD
 MF0990  HISTORY     - 20010601 POOR             USPSQD
 MF0990
 MF0990                          STATION DESCRIPTION
 MF0990
 MF0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF0990'3.4 MI NE FROM SHEFFIELD.
 MF0990'ABOUT 1.85 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE U.S. HIGHWAY
 MF0990'6 OVERPASS OVER THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 MF0990'AT SHEFFIELD, THENCE 1.55 MILES NORTH ALONG A GRAVEL ROAD,
 MF0990'80 FEET SOUTH OF THE FIRST TELEPHONE POLE SOUTH OF THE BRIDGE
 MF0990'OVER THE CANAL, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 1
 MF0990'FOOT WEST OF FENCE LINE, 47 FEET NORTH OF THE SECOND TELEPHONE
 MF0990'POLE SOUTH OF THE BRIDGE OVER THE CANAL, 62 FEET NORTH OF A
 MF0990'T- FENCE CORNER, 48.2 FEET SOUTH OF TRIANGULATION STATION CANAL,
 MF0990'43.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 MF0990'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF0990'2 INCHES.
 MF0990
 MF0990                          STATION RECOVERY (1995)
 MF0990
 MF0990'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0990'MARK RECOVERED IN POOR CONDITION.
 MF0990
 MF0990                          STATION RECOVERY (2001)
 MF0990
 MF0990'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0990'STATION AND MONUMENT REMOVED FROM GROUND AND LAYING TIPPED NEAR
 MF0990'NW CORNER AROUND PARK MAINTENANCE FACILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0989 ***********************************************************************
 MF0989  DESIGNATION -  CANAL RM 2
 MF0989  PID         -  MF0989
 MF0989  STATE/COUNTY-  IL/BUREAU
 MF0989  USGS QUAD   -  MANLIUS (1983)
 MF0989
 MF0989                         *CURRENT SURVEY CONTROL
 MF0989  ___________________________________________________________________
 MF0989* NAD 83(1986)-  41 23 04.     (N)    089 41 57.     (W)     SCALED    
 MF0989* NAVD 88     -       199.592  (meters)     654.83   (feet)  ADJUSTED  
 MF0989  ___________________________________________________________________
 MF0989  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0989  DYNAMIC HT  -         199.512 (meters)     654.57  (feet)  COMP
 MF0989  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 MF0989
 MF0989  VERT ORDER  -  SECOND    CLASS 0
 MF0989
 MF0989.The horizontal coordinates were scaled from a topographic map and have
 MF0989.an estimated accuracy of +/- 6 seconds.
 MF0989
 MF0989.The orthometric height was determined by differential leveling
 MF0989.and adjusted by the National Geodetic Survey in June 1991..
 MF0989
 MF0989.The geoid height was determined by GEOID03.
 MF0989
 MF0989.The dynamic height is computed by dividing the NAVD 88
 MF0989.geopotential number by the normal gravity value computed on the
 MF0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0989.degrees latitude (g = 980.6199 gals.).
 MF0989
 MF0989.The modeled gravity was interpolated from observed gravity values.
 MF0989
 MF0989;                    North         East    Units  Estimated Accuracy
 MF0989;SPC IL W     -   523,820.      739,100.      MT  (+/- 180 meters Scaled)
 MF0989
 MF0989                          SUPERSEDED SURVEY CONTROL
 MF0989
 MF0989  NGVD 29 (??/??/92)  199.669  (m)          655.08   (f) ADJ UNCH    2 0
 MF0989
 MF0989.Superseded values are not recommended for survey control.
 MF0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0989.See file dsdata.txt to determine how the superseded data were derived.
 MF0989
 MF0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL743849(NAD 83)
 MF0989_MARKER: DR = REFERENCE MARK DISK
 MF0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0989_STAMPING: CANAL NO 2 1958
 MF0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0989+STABILITY: SURFACE MOTION
 MF0989
 MF0989  HISTORY     - Date     Condition        Report By
 MF0989  HISTORY     - 1958     MONUMENTED       CGS
 MF0989  HISTORY     - 1959     GOOD             NGS
 MF0989  HISTORY     - 19951025 MARK NOT FOUND   USPSQD
 MF0989  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF0989
 MF0989                          STATION DESCRIPTION
 MF0989
 MF0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF0989'3.4 MI NE FROM SHEFFIELD.
 MF0989'ABOUT 1.85 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE OVERPASS
 MF0989'OVER THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY AT SHEFFIELD,
 MF0989'THENCE 1.55 MILES NORTH ALONG GRAVEL ROAD, 30 FEET WEST OF THE
 MF0989'CENTER LINE OF THE ROAD, 1 FOOT EAST OF FENCE LINE, 207 FEET
 MF0989'SOUTH AND ACROSS THE ROAD FROM SOUTH END OF A GATE, 63 FEET
 MF0989'SOUTHWEST AND ACROSS THE ROAD FROM THE FIRST TELEPHONE POLE SOUTH
 MF0989'OF THE BRIDGE OVER THE CANAL, 101.5 FEET NORTH-NORTHWEST AND
 MF0989'ACROSS THE ROAD FROM THE SECOND TELEPHONE POLE SOUTH OF THE
 MF0989'BRIDGE OVER THE CANAL, 49.6 FEET WEST OF TRIANGULATION STATION
 MF0989'CANAL, 50.9 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 MF0989'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 MF0989'POST PROJECTING 2 INCHES.
 MF0989
 MF0989                          STATION RECOVERY (1995)
 MF0989
 MF0989'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0989'MARK NOT FOUND.
 MF0989
 MF0989                          STATION RECOVERY (2001)
 MF0989
 MF0989'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0069 ***********************************************************************
 LD0069  DESIGNATION -  CANTON
 LD0069  PID         -  LD0069
 LD0069  STATE/COUNTY-  IL/FULTON
 LD0069  USGS QUAD   -  CANTON (1995)
 LD0069
 LD0069                         *CURRENT SURVEY CONTROL
 LD0069  ___________________________________________________________________
 LD0069* NAD 83(1986)-  40 33 17.     (N)    090 01 58.     (W)     SCALED    
 LD0069* NAVD 88     -       200.683  (meters)     658.41   (feet)  ADJUSTED  
 LD0069  ___________________________________________________________________
 LD0069  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0069  DYNAMIC HT  -         200.588 (meters)     658.10  (feet)  COMP
 LD0069  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 LD0069
 LD0069  VERT ORDER  -  SECOND    CLASS 0
 LD0069
 LD0069.The horizontal coordinates were scaled from a topographic map and have
 LD0069.an estimated accuracy of +/- 6 seconds.
 LD0069
 LD0069.The orthometric height was determined by differential leveling
 LD0069.and adjusted by the National Geodetic Survey in June 1991..
 LD0069
 LD0069.The geoid height was determined by GEOID03.
 LD0069
 LD0069.The dynamic height is computed by dividing the NAVD 88
 LD0069.geopotential number by the normal gravity value computed on the
 LD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0069.degrees latitude (g = 980.6199 gals.).
 LD0069
 LD0069.The modeled gravity was interpolated from observed gravity values.
 LD0069
 LD0069;                    North         East    Units  Estimated Accuracy
 LD0069;SPC IL W     -   431,590.      711,340.      MT  (+/- 180 meters Scaled)
 LD0069
 LD0069                          SUPERSEDED SURVEY CONTROL
 LD0069
 LD0069  NGVD 29 (??/??/92)  200.766  (m)          658.68   (f) ADJ UNCH    2 0
 LD0069
 LD0069.Superseded values are not recommended for survey control.
 LD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0069.See file dsdata.txt to determine how the superseded data were derived.
 LD0069
 LD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE512935(NAD 83)
 LD0069_MARKER: DB = BENCH MARK DISK
 LD0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0069_SP_SET: WATER TOWER CONCRETE BASE
 LD0069_STAMPING: CANTON 1934
 LD0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0069
 LD0069  HISTORY     - Date     Condition        Report By
 LD0069  HISTORY     - 1934     MONUMENTED       CGS
 LD0069  HISTORY     - 1942     GOOD             NGS
 LD0069
 LD0069                          STATION DESCRIPTION
 LD0069
 LD0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0069'AT CANTON.
 LD0069'AT CANTON, FULTON COUNTY, 45 FEET EAST OF THE SOUTHEAST CORNER
 LD0069'OF THE CITY HALL, IN THE TOP OF THE SOUTH CORNER OF A CONCRETE
 LD0069'BASE OF THE SOUTH LEG OF A WATER TOWER, AND LEVEL WITH THE GROUND.
 LD0069'A STANDARD DISK, STAMPED CANTON 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0875 ***********************************************************************
 LD0875  DESIGNATION -  CANTON
 LD0875  PID         -  LD0875
 LD0875  STATE/COUNTY-  IL/FULTON
 LD0875  USGS QUAD   -  CANTON (1995)
 LD0875
 LD0875                         *CURRENT SURVEY CONTROL
 LD0875  ___________________________________________________________________
 LD0875* NAD 83(1997)-  40 34 04.27463(N)    090 01 44.42790(W)     ADJUSTED  
 LD0875* NAVD 88     -       200.69   (+/-2cm)     658.4    (feet)  VERTCON   
 LD0875  ___________________________________________________________________
 LD0875  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LD0875  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0875
 LD0875  HORZ ORDER  -  FIRST
 LD0875  VERT ORDER  -  THIRD ? (See Below)
 LD0875
 LD0875.The horizontal coordinates were established by classical geodetic methods
 LD0875.and adjusted by the National Geodetic Survey in October 1999..
 LD0875
 LD0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0875.The vertical order pertains to the NGVD 29 superseded value.
 LD0875
 LD0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0875
 LD0875.The geoid height was determined by GEOID03.
 LD0875
 LD0875;                    North         East     Units Scale Factor Converg.
 LD0875;SPC IL W     -   433,047.765   711,656.589   MT  0.99994285   +0 05 22.3
 LD0875;SPC IL W     - 1,420,757.54  2,334,826.66   sFT  0.99994285   +0 05 22.3
 LD0875;UTM  15      - 4,495,029.407   751,507.391   MT  1.00037869   +1 55 59.5
 LD0875;UTM  16      - 4,495,196.824   243,580.639   MT  1.00040941   -1 58 15.5
 LD0875
 LD0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0875!SPC IL W     -   0.99997370  x   0.99994285  =   0.99991655
 LD0875!UTM  15      -   0.99997370  x   1.00037869  =   1.00035238
 LD0875!UTM  16      -   0.99997370  x   1.00040941  =   1.00038310
 LD0875
 LD0875:                Primary Azimuth Mark                     Grid Az
 LD0875:SPC IL W     -  FARMINGTON MUNICIPAL TANK                011 51 02.0
 LD0875:UTM  15      -  FARMINGTON MUNICIPAL TANK                010 00 24.8
 LD0875:UTM  16      -  FARMINGTON MUNICIPAL TANK                013 54 39.8
 LD0875
 LD0875|---------------------------------------------------------------------|
 LD0875| PID    Reference Object                     Distance      Geod. Az  |
 LD0875|                                                           dddmmss.s |
 LD0875| LC2039 FARMINGTON MUNICIPAL TANK           APPROX.14.8 KM 0115624.3 |
 LD0875| CL9018 CANTON RM 1                          36.475 METERS 16934     |
 LD0875| LD0703 CANTON INTL HARVESTER CO TANK       APPROX. 1.7 KM 1845335.4 |
 LD0875| LD0707 CANTON INTL HARVESTER CO STK        APPROX. 1.6 KM 1854341.5 |
 LD0875| LD0704 CANTON CEN ILL PUB SERV CO STK      APPROX. 1.5 KM 1905322.9 |
 LD0875| LD0706 CANTON MUNICIPAL TANK               APPROX. 1.5 KM 1925156.4 |
 LD0875| CL9017 CANTON AZ MK                                       1950443.0 |
 LD0875| LD0732 CUBA MUNICIPAL TANK                 APPROX.16.2 KM 2402528.5 |
 LD0875| CL9019 CANTON RM 2                          35.738 METERS 28103     |
 LD0875| LD0702 NORRIS FARMERS ELEV GRAIN ELEV      APPROX. 6.5 KM 3573328.7 |
 LD0875|---------------------------------------------------------------------|
 LD0875
 LD0875                          SUPERSEDED SURVEY CONTROL
 LD0875
 LD0875  NAD 83(1997)-  40 34 04.28262(N)    090 01 44.42688(W) AD(       ) 1
 LD0875  NAD 83(1986)-  40 34 04.28034(N)    090 01 44.42592(W) AD(       ) 1
 LD0875  NAD 27      -  40 34 04.14200(N)    090 01 44.00600(W) AD(       ) 1
 LD0875  NGVD 29 (07/19/86)  200.77   (m)          658.7    (f) LEVELING    3  
 LD0875
 LD0875.Superseded values are not recommended for survey control.
 LD0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0875.See file dsdata.txt to determine how the superseded data were derived.
 LD0875
 LD0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5150795029(NAD 83)
 LD0875_MARKER: DS = TRIANGULATION STATION DISK
 LD0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0875+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 LD0875
 LD0875  HISTORY     - Date     Condition        Report By
 LD0875  HISTORY     - 1935     MONUMENTED       CGS
 LD0875  HISTORY     - 1973     GOOD             USGS
 LD0875  HISTORY     - 20001205 GOOD             CMT
 LD0875
 LD0875                          STATION DESCRIPTION
 LD0875
 LD0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0875'THIS STATION IS IN THE N EDGE OF THE CITY OF CANTON, ON
 LD0875'THE GROUNDS OF THE CANTON GUN CLUB.  THE LAND IS OWNED BY THE
 LD0875'CANTON PARK BOARD.  THE MARK IS 34 FEET SW OF NE CORNER OF GUN
 LD0875'CLUB, 102 FEET W OF W RAIL OF CHICAGO BURLINGTON AND QUINCY
 LD0875'RAILROAD, 64 FEET NNW OF POWER LINE POLE.  IS FLUSH.
 LD0875'
 LD0875'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0875'BRONZE DISKS SET IN CONCRETE.
 LD0875'
 LD0875'REFERENCE MARK NO. 1 IS SSE OF STATION, 1 FOOT W OF HEAVY STEEL
 LD0875'FENCE, 81 FEET W OF W RAIL OF CHICAGO BURLINGTON AND QUINCY
 LD0875'RAILROAD.  MARK PROJECTS 2 INCHES.
 LD0875'
 LD0875'REFERENCE MARK NO. 2 IS WNW OF STATION IN FENCE LINE, 143 FEET
 LD0875'E OF NW CORNER OF GUN CLUB.  MARK PROJECTS 3 INCHES.
 LD0875'
 LD0875'AZIMUTH MARK IS SSW OF STATION ABOUT 100 YARDS W OF RAILROAD, 15
 LD0875'FEET N OF CENTER LINE OF BIRCH STREET, AND 45 FEET NE OF WATER
 LD0875'HYDRANT.  MARK PROJECTS 3 INCHES.
 LD0875'
 LD0875'A 100 FOOT TOWER WAS BUILT BUT A 90 FOOT TOWER WOULD HAVE
 LD0875'CLEARED ALL LINES.
 LD0875
 LD0875                          STATION RECOVERY (1973)
 LD0875
 LD0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0875'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION.  R.M. 2 IS
 LD0875'OBSCURED BY A WATER TANK AND THE AZ MK. IS OBSCURED BY A
 LD0875'LIGHT POLE.
 LD0875'
 LD0875'DIRECTIONS AND DISTANCES CHECKED OK
 LD0875'
 LD0875'DESCRIPTION IS ADEQUATE
 LD0875
 LD0875                          STATION RECOVERY (2000)
 LD0875
 LD0875'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (KWS)
 LD0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0704 ***********************************************************************
 LD0704  DESIGNATION -  CANTON CEN ILL PUB SERV CO STK
 LD0704  PID         -  LD0704
 LD0704  STATE/COUNTY-  IL/FULTON
 LD0704  USGS QUAD   -  CANTON (1995)
 LD0704
 LD0704                         *CURRENT SURVEY CONTROL
 LD0704  ___________________________________________________________________
 LD0704* NAD 83(1997)-  40 33 18.02128(N)    090 01 56.09422(W)     ADJUSTED  
 LD0704* NAVD 88     -                                                        
 LD0704  ___________________________________________________________________
 LD0704  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LD0704  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0704
 LD0704  HORZ ORDER  -  THIRD
 LD0704
 LD0704.The horizontal coordinates were established by classical geodetic methods
 LD0704.and adjusted by the National Geodetic Survey in October 1999..
 LD0704
 LD0704
 LD0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0704
 LD0704.The geoid height was determined by GEOID03.
 LD0704
 LD0704;                    North         East     Units Scale Factor Converg.
 LD0704;SPC IL W     -   431,620.696   711,384.356   MT  0.99994277   +0 05 14.6
 LD0704;SPC IL W     - 1,416,075.57  2,333,933.51   sFT  0.99994277   +0 05 14.6
 LD0704;UTM  15      - 4,493,593.695   751,281.107   MT  1.00037729   +1 55 50.1
 LD0704;UTM  16      - 4,493,779.802   243,257.128   MT  1.00041145   -1 58 21.3
 LD0704
 LD0704                          SUPERSEDED SURVEY CONTROL
 LD0704
 LD0704  NAD 83(1997)-  40 33 18.02909(N)    090 01 56.09304(W) AD(       ) 4
 LD0704  NAD 83(1986)-  40 33 18.02734(N)    090 01 56.09184(W) AD(       ) 4
 LD0704  NAD 27      -  40 33 17.89600(N)    090 01 55.66900(W) AD(       ) 3
 LD0704
 LD0704.Superseded values are not recommended for survey control.
 LD0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0704.See file dsdata.txt to determine how the superseded data were derived.
 LD0704
 LD0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5128193594(NAD 83)
 LD0704_MARKER: 63 = STACK
 LD0704
 LD0704  HISTORY     - Date     Condition        Report By
 LD0704  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0704
 LD0704                          STATION DESCRIPTION
 LD0704
 LD0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0704'THIS STATION IS THE TALL CONCRETE STACK AT THE POWERHOUSE
 LD0704'OF THE CENTRAL ILLINOIS PUBLIC SERVICE COMPANY, IN THE TOWN
 LD0704'OF CANTON, LOCATED IN A WIRE ENCLOSURE, ABOUT 305 FEET S
 LD0704'OF THE CENTER LINE OF ELM STREET, AND ABOUT 85 FEET W OF
 LD0704'THE CENTER LINE OF 2ND AVENUE, IN SEC. 27, T 7 N, R 4 E.
 LD0704'THE STACK WAS ERECTED IN 1922 AND IS QUITE PROMINENT.
 LD0704'
 LD0704'THE STACK IS MADE OF CONCRETE.  IT IS ABOUT 24 FEET IN DIAMETER
 LD0704'AT THE BASE, ABOUT 10 FEET IN DIAMETER AT THE TOP, AND IS
 LD0704'ABOUT 180 FEET HIGH.  IT HAS A SLIGHT FLAIR AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0703 ***********************************************************************
 LD0703  DESIGNATION -  CANTON INTL HARVESTER CO TANK
 LD0703  PID         -  LD0703
 LD0703  STATE/COUNTY-  IL/FULTON
 LD0703  USGS QUAD   -  CANTON (1995)
 LD0703
 LD0703                         *CURRENT SURVEY CONTROL
 LD0703  ___________________________________________________________________
 LD0703* NAD 83(1997)-  40 33 09.37560(N)    090 01 50.58959(W)     ADJUSTED  
 LD0703* NAVD 88     -                                                        
 LD0703  ___________________________________________________________________
 LD0703  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LD0703  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0703
 LD0703  HORZ ORDER  -  THIRD
 LD0703
 LD0703.The horizontal coordinates were established by classical geodetic methods
 LD0703.and adjusted by the National Geodetic Survey in October 1999..
 LD0703
 LD0703
 LD0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0703
 LD0703.The geoid height was determined by GEOID03.
 LD0703
 LD0703;                    North         East     Units Scale Factor Converg.
 LD0703;SPC IL W     -   431,354.226   711,514.270   MT  0.99994281   +0 05 18.2
 LD0703;SPC IL W     - 1,415,201.32  2,334,359.73   sFT  0.99994281   +0 05 18.2
 LD0703;UTM  15      - 4,493,331.427   751,419.584   MT  1.00037815   +1 55 53.3
 LD0703;UTM  16      - 4,493,508.708   243,377.435   MT  1.00041069   -1 58 17.3
 LD0703
 LD0703                          SUPERSEDED SURVEY CONTROL
 LD0703
 LD0703  NAD 83(1997)-  40 33 09.38353(N)    090 01 50.58838(W) AD(       ) 4
 LD0703  NAD 83(1986)-  40 33 09.38202(N)    090 01 50.58717(W) AD(       ) 4
 LD0703  NAD 27      -  40 33 09.24100(N)    090 01 50.16500(W) AD(       ) 3
 LD0703
 LD0703.Superseded values are not recommended for survey control.
 LD0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0703.See file dsdata.txt to determine how the superseded data were derived.
 LD0703
 LD0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5142093331(NAD 83)
 LD0703_MARKER: 53 = ELEVATED TANK
 LD0703
 LD0703  HISTORY     - Date     Condition        Report By
 LD0703  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0703
 LD0703                          STATION DESCRIPTION
 LD0703
 LD0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0703'THIS STATION IS THE GREEN TANK AT THE INTERNATIONAL HARVESTER
 LD0703'COMPANY, IN THE TOWN OF CANTON, LOCATED AT THE S SIDE OF
 LD0703'THE INTERNATIONAL HARVESTER COMPANY, FACTORIES, ABOUT 70
 LD0703'FEET N OF THE CENTER LINE OF EAST MAPLE STREET, AND ABOUT
 LD0703'165 FEET E OF THE CENTER LINE OF 2ND AVENUE, IN THE NE 1/4
 LD0703'SEC. 34, T 7 N, R 4 E.  IT IS ABOUT 65 FEET SE OF THE TALL
 LD0703'INTERNATIONAL HARVESTER COMPANY, CONCRETE STACK.  THE TANK,
 LD0703'ERECTED IN 1914 AND QUITE PROMINENT, SETS ON CONCRETE
 LD0703'ABUTMENTS ABOUT 5 FEET HIGH AT THE N EDGE OF THE STORAGE
 LD0703'RESERVOIR.  IS OVER THE WATER HAVING 4 TRUSSWORK LEGS
 LD0703'ABOUT 90 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD
 LD0703'ABOUT 15 FEET THE VERTICAL SECTION IS ABOUT 25 FEET HIGH
 LD0703'AND HAS A CATWALK AND RAIL AROUND ITS BASE.  THE
 LD0703'CONICAL ROOF HAS A BALL AT ITS APEX.  TOTAL HEIGHT IS
 LD0703'ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0705 ***********************************************************************
 LD0705  DESIGNATION -  CANTON INTL HARVESTER CO TWR
 LD0705  PID         -  LD0705
 LD0705  STATE/COUNTY-  IL/FULTON
 LD0705  USGS QUAD   -  CANTON (1995)
 LD0705
 LD0705                         *CURRENT SURVEY CONTROL
 LD0705  ___________________________________________________________________
 LD0705* NAD 83(1997)-  40 33 10.40243(N)    090 01 47.97267(W)     ADJUSTED  
 LD0705* NAVD 88     -                                                        
 LD0705  ___________________________________________________________________
 LD0705  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LD0705  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0705
 LD0705  HORZ ORDER  -  THIRD
 LD0705
 LD0705.The horizontal coordinates were established by classical geodetic methods
 LD0705.and adjusted by the National Geodetic Survey in October 1999..
 LD0705
 LD0705
 LD0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0705
 LD0705.The geoid height was determined by GEOID03.
 LD0705
 LD0705;                    North         East     Units Scale Factor Converg.
 LD0705;SPC IL W     -   431,385.993   711,575.788   MT  0.99994283   +0 05 19.9
 LD0705;SPC IL W     - 1,415,305.55  2,334,561.56   sFT  0.99994283   +0 05 19.9
 LD0705;UTM  15      - 4,493,365.171   751,480.076   MT  1.00037852   +1 55 55.1
 LD0705;UTM  16      - 4,493,538.257   243,440.085   MT  1.00041030   -1 58 15.7
 LD0705
 LD0705                          SUPERSEDED SURVEY CONTROL
 LD0705
 LD0705  NAD 83(1997)-  40 33 10.41027(N)    090 01 47.97119(W) AD(       ) 4
 LD0705  NAD 83(1986)-  40 33 10.40859(N)    090 01 47.97012(W) AD(       ) 4
 LD0705  NAD 27      -  40 33 10.27500(N)    090 01 47.55000(W) AD(       ) 3
 LD0705
 LD0705.Superseded values are not recommended for survey control.
 LD0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0705.See file dsdata.txt to determine how the superseded data were derived.
 LD0705
 LD0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5148093365(NAD 83)
 LD0705_MARKER: 55 = TOWER
 LD0705
 LD0705  HISTORY     - Date     Condition        Report By
 LD0705  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0705
 LD0705                          STATION DESCRIPTION
 LD0705
 LD0705'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0707 ***********************************************************************
 LD0707  DESIGNATION -  CANTON INTL HARVESTER CO STK
 LD0707  PID         -  LD0707
 LD0707  STATE/COUNTY-  IL/FULTON
 LD0707  USGS QUAD   -  CANTON (1995)
 LD0707
 LD0707                         *CURRENT SURVEY CONTROL
 LD0707  ___________________________________________________________________
 LD0707* NAD 83(1997)-  40 33 11.27368(N)    090 01 51.39803(W)     ADJUSTED  
 LD0707* NAVD 88     -                                                        
 LD0707  ___________________________________________________________________
 LD0707  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LD0707  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0707
 LD0707  HORZ ORDER  -  THIRD
 LD0707
 LD0707.The horizontal coordinates were established by classical geodetic methods
 LD0707.and adjusted by the National Geodetic Survey in October 1999..
 LD0707
 LD0707
 LD0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0707
 LD0707.The geoid height was determined by GEOID03.
 LD0707
 LD0707;                    North         East     Units Scale Factor Converg.
 LD0707;SPC IL W     -   431,412.741   711,495.160   MT  0.99994280   +0 05 17.7
 LD0707;SPC IL W     - 1,415,393.30  2,334,297.04   sFT  0.99994280   +0 05 17.7
 LD0707;UTM  15      - 4,493,389.323   751,398.593   MT  1.00037802   +1 55 52.9
 LD0707;UTM  16      - 4,493,567.900   243,360.433   MT  1.00041080   -1 58 17.9
 LD0707
 LD0707                          SUPERSEDED SURVEY CONTROL
 LD0707
 LD0707  NAD 83(1997)-  40 33 11.28146(N)    090 01 51.39683(W) AD(       ) 4
 LD0707  NAD 83(1986)-  40 33 11.27964(N)    090 01 51.39567(W) AD(       ) 4
 LD0707  NAD 27      -  40 33 11.15100(N)    090 01 50.97400(W) AD(       ) 3
 LD0707
 LD0707.Superseded values are not recommended for survey control.
 LD0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0707.See file dsdata.txt to determine how the superseded data were derived.
 LD0707
 LD0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5139993389(NAD 83)
 LD0707_MARKER: 63 = STACK
 LD0707
 LD0707  HISTORY     - Date     Condition        Report By
 LD0707  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0707
 LD0707                          STATION DESCRIPTION
 LD0707
 LD0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0707'THIS STATION IS THE STACK AT THE INTERNATIONAL HARVESTER
 LD0707'COMPANY, IN THE TOWN OF CANTON, AT THE S SIDE OF THE INTERNATIONAL
 LD0707'HARVESTER COMPANY, FACTORIES, AT THE SW CORNER OF THE POWERHOUSE,
 LD0707'ABOUT 110 FEET N OF THE CENTER LINE OF EAST MAPLE STREET,
 LD0707'AND ABOUT 115 FEET E OF THE CENTER LINE OF 2ND AVENUE, IN
 LD0707'THE NE 1/4 SEC. 34, T 7 N, R 4 E.  THE STACK ERECTED IN
 LD0707'1919 AND MOST PROMINENT OBJECT IN THE TOWN, IS A RED BRICK
 LD0707'STRUCTURE, SETTING ON AN OCTAGONAL BASE WHICH IS ABOUT 25
 LD0707'FEET HIGH.  IT IS ABOUT 18 FEET IN DIAMETER AT THE BASE
 LD0707'AND ABOUT 10 FEET IN DIAMETER AT THE TOP.  IS ABOUT 200
 LD0707'FEET HIGH HAVING A PRONOUNCED FLAIR AT THE TOP.  TOTAL
 LD0707'HEIGHT IS ABOUT 225 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0706 ***********************************************************************
 LD0706  DESIGNATION -  CANTON MUNICIPAL TANK
 LD0706  PID         -  LD0706
 LD0706  STATE/COUNTY-  IL/FULTON
 LD0706  USGS QUAD   -  CANTON (1995)
 LD0706
 LD0706                         *CURRENT SURVEY CONTROL
 LD0706  ___________________________________________________________________
 LD0706* NAD 83(1997)-  40 33 17.34060(N)    090 01 58.48209(W)     ADJUSTED  
 LD0706* NAVD 88     -                                                        
 LD0706  ___________________________________________________________________
 LD0706  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 LD0706  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0706
 LD0706  HORZ ORDER  -  THIRD
 LD0706
 LD0706.The horizontal coordinates were established by classical geodetic methods
 LD0706.and adjusted by the National Geodetic Survey in October 1999..
 LD0706
 LD0706
 LD0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0706
 LD0706.The geoid height was determined by GEOID03.
 LD0706
 LD0706;                    North         East     Units Scale Factor Converg.
 LD0706;SPC IL W     -   431,599.615   711,328.211   MT  0.99994276   +0 05 13.1
 LD0706;SPC IL W     - 1,416,006.40  2,333,749.31   sFT  0.99994276   +0 05 13.1
 LD0706;UTM  15      - 4,493,570.809   751,225.645   MT  1.00037695   +1 55 48.5
 LD0706;UTM  16      - 4,493,760.744   243,200.235   MT  1.00041181   -1 58 22.8
 LD0706
 LD0706                          SUPERSEDED SURVEY CONTROL
 LD0706
 LD0706  NAD 83(1997)-  40 33 17.34859(N)    090 01 58.48088(W) AD(       ) 4
 LD0706  NAD 83(1986)-  40 33 17.34656(N)    090 01 58.47974(W) AD(       ) 4
 LD0706  NAD 27      -  40 33 17.23700(N)    090 01 58.05000(W) AD(       ) 3
 LD0706
 LD0706.Superseded values are not recommended for survey control.
 LD0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0706.See file dsdata.txt to determine how the superseded data were derived.
 LD0706
 LD0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5122693571(NAD 83)
 LD0706_MARKER: 53 = ELEVATED TANK
 LD0706
 LD0706  HISTORY     - Date     Condition        Report By
 LD0706  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0706
 LD0706                          STATION DESCRIPTION
 LD0706
 LD0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0706'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF CANTON,
 LD0706'LOCATED ABOUT 50 FEET N OF THE CENTER LINE OF PINE STREET,
 LD0706'ABOUT 45 FEET W OF THE CENTER LINE OF VAN BUREN STREET, AND
 LD0706'ABOUT 60 FEET S OF THE CITY HALL, IN SEC. 27, T 7 N, R 4 E.
 LD0706'THE TANK WAS ERECTED IN 1929 AND IS QUITE PROMINENT.
 LD0706'
 LD0706'THE ENTIRE TANK IS SILVER IN COLOR.  IT HAS 4 TRUSSWORK
 LD0706'LEGS ABOUT 90 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD
 LD0706'ABOUT 15 FEET.  THE VERTICAL SECTION IS ABOUT 25 FEET HIGH,
 LD0706'HAS A CATWALK AND RAIL AROUND ITS BASE, AND THE WORD CANTON
 LD0706'PAINTED IN LARGE BLACK LETTERS ON THE SE AND NW SIDES.  THE
 LD0706'CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS
 LD0706'ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0890 ***********************************************************************
 LD0890  CBN         -  This is a Cooperative Base Network Control Station.
 LD0890  PACS        -  This is a Primary Airport Control Station.
 LD0890  DESIGNATION -  CANTPORT
 LD0890  PID         -  LD0890
 LD0890  STATE/COUNTY-  IL/FULTON
 LD0890  USGS QUAD   -  CANTON (1995)
 LD0890
 LD0890                         *CURRENT SURVEY CONTROL
 LD0890  ___________________________________________________________________
 LD0890* NAD 83(1997)-  40 34 13.63919(N)    090 04 27.34747(W)     ADJUSTED  
 LD0890* NAVD 88     -       206.55   (meters)     677.7    (feet)  GPS OBS   
 LD0890  ___________________________________________________________________
 LD0890  X           -      -6,288.703 (meters)                     COMP
 LD0890  Y           -  -4,851,878.034 (meters)                     COMP
 LD0890  Z           -   4,126,418.779 (meters)                     COMP
 LD0890  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LD0890  ELLIP HEIGHT-         173.47  (meters)          (10/15/04) GPS OBS
 LD0890  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LD0890
 LD0890  HORZ ORDER  -  B
 LD0890  ELLP ORDER  -  FOURTH    CLASS II
 LD0890
 LD0890.This mark is at Ingersoll Airport (CTK)
 LD0890
 LD0890.The horizontal coordinates were established by GPS observations
 LD0890.and adjusted by the National Geodetic Survey in July 1998..
 LD0890
 LD0890.The orthometric height was determined by GPS observations and a
 LD0890.high-resolution geoid model.
 LD0890
 LD0890.GPS derived orthometric heights for airport stations designated as
 LD0890.PACS or SACS are published to 2 decimal places.  This maintains
 LD0890.centimeter relative accuracy between the PACS and SACS.  It does
 LD0890.not indicate centimeter accuracy relative to other marks which are
 LD0890.part of the NAVD 88 network.
 LD0890
 LD0890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0890
 LD0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0890
 LD0890.The ellipsoidal height was determined by GPS observations
 LD0890.and is referenced to NAD 83.
 LD0890
 LD0890.The geoid height was determined by GEOID03.
 LD0890
 LD0890;                    North         East     Units Scale Factor Converg.
 LD0890;SPC IL W     -   433,331.604   707,824.176   MT  0.99994193   +0 03 36.4
 LD0890;SPC IL W     - 1,421,688.77  2,322,253.15   sFT  0.99994193   +0 03 36.4
 LD0890;UTM  15      - 4,495,189.867   747,666.201   MT  1.00035508   +1 54 13.7
 LD0890;UTM  16      - 4,495,618.481   239,759.080   MT  1.00043372   -2 00 02.0
 LD0890
 LD0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0890!SPC IL W     -   0.99997279  x   0.99994193  =   0.99991472
 LD0890!UTM  15      -   0.99997279  x   1.00035508  =   1.00032786
 LD0890!UTM  16      -   0.99997279  x   1.00043372  =   1.00040650
 LD0890
 LD0890:                Primary Azimuth Mark                     Grid Az
 LD0890:SPC IL W     -  CANTPORT AZ MK                           269 41 04.4
 LD0890:UTM  15      -  CANTPORT AZ MK                           267 50 27.1
 LD0890:UTM  16      -  CANTPORT AZ MK                           271 44 42.8
 LD0890
 LD0890|---------------------------------------------------------------------|
 LD0890| PID    Reference Object                     Distance      Geod. Az  |
 LD0890|                                                           dddmmss.s |
 LD0890| LD0891 CANTPORT AZ MK                      APPROX. 0.6 KM 2694440.8 |
 LD0890|---------------------------------------------------------------------|
 LD0890
 LD0890                          SUPERSEDED SURVEY CONTROL
 LD0890
 LD0890  ELLIP H (07/17/98)  173.49   (m)                       GP(       ) 4 1
 LD0890  NAD 83(1986)-  40 34 13.64799(N)    090 04 27.35263(W) AD(       ) 1
 LD0890  NGVD 29 (06/25/91)  206.7    (m)          678.     (f) GPS OBS        
 LD0890
 LD0890.Superseded values are not recommended for survey control.
 LD0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0890.See file dsdata.txt to determine how the superseded data were derived.
 LD0890
 LD0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4766695190(NAD 83)
 LD0890_MARKER: I = METAL ROD
 LD0890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LD0890_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LD0890_STAMPING: CANTPORT 1990
 LD0890_MARK LOGO: NGS   
 LD0890_PROJECTION: FLUSH
 LD0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0890+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 LD0890_ROD/PIPE-DEPTH: 9.7  meters
 LD0890_SLEEVE-DEPTH  : 1.0 meters
 LD0890
 LD0890  HISTORY     - Date     Condition        Report By
 LD0890  HISTORY     - 1990     MONUMENTED       NGS
 LD0890  HISTORY     - 19970430 GOOD             NGS
 LD0890  HISTORY     - 20001205 GOOD             CMT
 LD0890
 LD0890                          STATION DESCRIPTION
 LD0890
 LD0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LD0890'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) WEST-NORTHWEST OF CANTON,
 LD0890'AT INGERSOLL AIRPORT, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF THE
 LD0890'RUNWAYS, IN SOUTH CENTRAL SECTION 20, T 7 N, R 4 E. OWNERSHIP--CANTON
 LD0890'PARK DISTRICT, 250 SOUTH AVENUE D, CANTON, IL 61520.  AIRPORT MANAGER
 LD0890'IS EDWARD REINHOLTZ, PHONE 309-647-6210.
 LD0890'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 78
 LD0890'(MAIN AND LOCUST STREETS) ON THE NORTH SIDE OF CANTON, GO WEST ON
 LD0890'HIGHWAY 9 FOR 3.42 KM (2.13 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 LD0890'RIGHT. TURN RIGHT, NORTH, ON PAVED ROAD FOR 0.98 KM (0.61 MI) TO THE
 LD0890'ROAD END AT GATE ON SOUTH SIDE OF OFFICE.  PASS THROUGH GATE AND GO
 LD0890'EAST ON APRON AND TAXI FOR 0.17 KM (0.11 MI) TO A TAXI ON THE LEFT.
 LD0890'TURN LEFT, NORTH, ON TAXI FOR 0.34 KM (0.21 MI) TO THE RUNWAY. TURN
 LD0890'RIGHT, EAST, ALONG SOUTH SIDE OF RUNWAY 9-27 FOR 0.09 KM (0.06 MI) TO
 LD0890'THE STATION.
 LD0890'THE STATION IS LOCATED 27.1 M (88.9 FT) WEST FROM THE CENTER OF RUNWAY
 LD0890'18-36, 26.2 M (86.0 FT) SOUTH FROM THE CENTER OF RUNWAY 9-27, 13.9 M
 LD0890'(45.6 FT) SOUTH FROM THE FIRST RUNWAY LIGHT WEST OF THE JUNCTION OF
 LD0890'RUNWAYS, AND 12.8 M (42.0 FT) WEST FROM THE FIRST RUNWAY LIGHT SOUTH
 LD0890'OF THE JUNCTION OF RUNWAYS.
 LD0890'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-IN LOGO CAP.
 LD0890
 LD0890                          STATION RECOVERY (1997)
 LD0890
 LD0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 LD0890'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 4 KM
 LD0890'(2.50 MI) WEST-NORTHWEST OF CANTON, AT INGERSOLL AIRPORT, IN THE
 LD0890'SOUTHWEST QUADRANT OF THE JUNCTION OF RUNWAYS 9-27 AND 18-36.
 LD0890'OWNERSHIP--CANTON PARK DISTRICT, 250 SOUTH AVENUE D, CANTON, IL 61520.
 LD0890'AIRPORT MANAGER IS TED LAMBASIO.  PHONE 309-647-6976.  TO REACH FROM
 LD0890'THE INTERSECTION OF STATE HIGHWAYS 9 AND 78 (MAIN AND LOCUST STREETS)
 LD0890'NEAR THE NORTHWEST SIDE OF CANTON, GO WEST ON HIGHWAY 9 FOR 3.30 KM
 LD0890'(2.05 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 LD0890'RIGHT, NORTHWESTERLY, ON THE ROAD FOR 0.61 TO A GATE AT THE APRON ON
 LD0890'THE SOUTH SIDE OF THE AIRPORT OFFICE.  PASS THROUGH THE GATE, EAST,
 LD0890'ACROSS THE APRON AND ALONG A TAXI FOR 0.17 KM (0.10 MI) TO A TAXI ON
 LD0890'THE LEFT.  TURN LEFT, NORTH, ALONG THE TAXI FOR 0.34 KM (0.20 MI) TO
 LD0890'THE JUNCTION OF THE RUNWAY.  TURN RIGHT, EAST, ALONG THE RUNWAY FOR
 LD0890'0.09 KM (0.05 MI) TO THE STATION.  THE STATION IS A CENTER PUNCH MARK
 LD0890'IN THE TOP OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE
 LD0890'90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 LD0890'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 27.1 M (88.9 FT) WEST OF
 LD0890'THE CENTER OF RUNWAY 18-36, 26.2 M (86.0 FT) SOUTH OF THE CENTER OF
 LD0890'RUNWAY 9-27, 14.2 M (46.6 FT) SOUTH OF THE FIRST RUNWAY LIGHT WEST OF
 LD0890'THE JUNCTION OF THE RUNWAYS, AND 12.8 M (42.0 FT) WEST-NORTHWEST OF
 LD0890'THE FIRST RUNWAY LIGHT SOUTH OF THE JUNCTION OF THE RUNWAYS.
 LD0890
 LD0890                          STATION RECOVERY (2000)
 LD0890
 LD0890'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (KWS)
 LD0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0891 ***********************************************************************
 LD0891  DESIGNATION -  CANTPORT AZ MK
 LD0891  PID         -  LD0891
 LD0891  STATE/COUNTY-  IL/FULTON
 LD0891  USGS QUAD   -  CANTON (1995)
 LD0891
 LD0891                         *CURRENT SURVEY CONTROL
 LD0891  ___________________________________________________________________
 LD0891* NAD 83(1997)-  40 34 13.54999(N)    090 04 53.35705(W)     ADJUSTED  
 LD0891* NAVD 88     -       207.9    (meters)     682.     (feet)  VERTCON   
 LD0891  ___________________________________________________________________
 LD0891  X           -      -6,900.519 (meters)                     COMP
 LD0891  Y           -  -4,851,880.002 (meters)                     COMP
 LD0891  Z           -   4,126,417.554 (meters)                     COMP
 LD0891  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 LD0891  ELLIP HEIGHT-         174.80  (meters)          (10/21/99) GPS OBS
 LD0891  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LD0891
 LD0891  HORZ ORDER  -  FIRST
 LD0891  ELLP ORDER  -  FOURTH    CLASS I
 LD0891
 LD0891.This mark is at Ingersoll Airport (CTK)
 LD0891
 LD0891.The horizontal coordinates were established by GPS observations
 LD0891.and adjusted by the National Geodetic Survey in October 1999..
 LD0891
 LD0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0891
 LD0891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0891
 LD0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0891
 LD0891.The ellipsoidal height was determined by GPS observations
 LD0891.and is referenced to NAD 83.
 LD0891
 LD0891.The geoid height was determined by GEOID03.
 LD0891
 LD0891;                    North         East     Units Scale Factor Converg.
 LD0891;SPC IL W     -   433,328.236   707,212.419   MT  0.99994182   +0 03 19.4
 LD0891;SPC IL W     - 1,421,677.72  2,320,246.08   sFT  0.99994182   +0 03 19.4
 LD0891;UTM  15      - 4,495,166.809   747,054.617   MT  1.00035136   +1 53 56.8
 LD0891;UTM  16      - 4,495,637.122   239,147.295   MT  1.00043764   -2 00 19.0
 LD0891
 LD0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0891!SPC IL W     -   0.99997258  x   0.99994182  =   0.99991440
 LD0891!UTM  15      -   0.99997258  x   1.00035136  =   1.00032393
 LD0891!UTM  16      -   0.99997258  x   1.00043764  =   1.00041021
 LD0891
 LD0891:                Primary Azimuth Mark                     Grid Az
 LD0891:SPC IL W     -  CANTPORT                                 089 41 04.5
 LD0891:UTM  15      -  CANTPORT                                 087 50 27.1
 LD0891:UTM  16      -  CANTPORT                                 091 44 42.9
 LD0891
 LD0891|---------------------------------------------------------------------|
 LD0891| PID    Reference Object                     Distance      Geod. Az  |
 LD0891|                                                           dddmmss.s |
 LD0891| LD0890 CANTPORT                            APPROX. 0.6 KM 0894423.9 |
 LD0891|---------------------------------------------------------------------|
 LD0891
 LD0891                          SUPERSEDED SURVEY CONTROL
 LD0891
 LD0891  NAD 83(1997)-  40 34 13.54999(N)    090 04 53.35705(W) AD(       ) 1
 LD0891  NAD 83(1986)-  40 34 13.55879(N)    090 04 53.36221(W) AD(       ) 1
 LD0891  NGVD 29 (06/25/91)  208.0    (m)          682.     (f) GPS OBS        
 LD0891
 LD0891.Superseded values are not recommended for survey control.
 LD0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0891.See file dsdata.txt to determine how the superseded data were derived.
 LD0891
 LD0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4705595167(NAD 83)
 LD0891_MARKER: I = METAL ROD
 LD0891_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LD0891_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LD0891_STAMPING: CANTPORT AZ MK 1990
 LD0891_MARK LOGO: NGS   
 LD0891_PROJECTION: FLUSH
 LD0891_MAGNETIC: I = MARKER IS A STEEL ROD
 LD0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0891+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 LD0891_ROD/PIPE-DEPTH: 8.5  meters
 LD0891_SLEEVE-DEPTH  : 1.0 meters
 LD0891
 LD0891  HISTORY     - Date     Condition        Report By
 LD0891  HISTORY     - 1990     MONUMENTED       NGS
 LD0891  HISTORY     - 20001205 GOOD             CMT
 LD0891
 LD0891                          STATION DESCRIPTION
 LD0891
 LD0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LD0891'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) WEST-NORTHWEST OF CANTON,
 LD0891'AT INGERSOLL AIRPORT, NEAR THE SOUTHWEST CORNER OF RUNWAY 9-27, IN
 LD0891'SOUTHWEST 1/4 OF SECTION 20, T 7 N, R 4 E. OWNERSHIP--CANTON PARK
 LD0891'DISTRICT, 250 SOUTH AVENUE D, CANTON, IL 61520.  AIRPORT MANAGER IS
 LD0891'EDWARD REINHOLTZ, PHONE 309-647-6210.
 LD0891'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 78
 LD0891'(MAIN AND LOCUST STREETS) ON THE NORTH SIDE OF CANTON, GO WEST ON
 LD0891'HIGHWAY 9 FOR 3.42 KM (2.13 MI) TO THE AIRPORT ENTRANCE ROAD ON THE
 LD0891'RIGHT. TURN RIGHT, NORTH, ON PAVED ROAD FOR 0.98 KM (0.61 MI) TO THE
 LD0891'ROAD END AT GATE ON SOUTH SIDE OF OFFICE.  PASS THROUGH GATE AND GO
 LD0891'EAST ON APRON AND TAXI FOR 0.17 KM (0.11 MI) TO A TAXI ON THE LEFT.
 LD0891'TURN LEFT, NORTH, ON TAXI FOR 0.34 KM (0.21 MI) TO THE RUNWAY. TURN
 LD0891'LEFT, WEST, ALONG SOUTH SIDE OF RUNWAY 9-27 FOR 0.51 KM (0.32 MI) TO
 LD0891'THE STATION AT THE TURN-AROUND.
 LD0891'THE STATION IS LOCATED 32.45 M (106.46 FT) SOUTHEAST FROM THE CENTER
 LD0891'OF THE EXTREME WEST END OF RUNWAY 9-27, 24.6 M (80.7 FT) SOUTH FROM
 LD0891'THE CENTER OF THE RUNWAY, 12.0 M (39.4 FT) NORTHEAST FROM THE
 LD0891'SOUTHEAST CORNER OF THE ASPHALT TURN-AROUND, AND 6.95 M (22.80 FT)
 LD0891'EAST FROM THE EAST EDGE OF THE TURN-AROUND.
 LD0891'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-IN LOGO CAP.
 LD0891
 LD0891                          STATION RECOVERY (2000)
 LD0891
 LD0891'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (KWS)
 LD0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1483 ***********************************************************************
 KB1483  DESIGNATION -  CAPITAL
 KB1483  PID         -  KB1483
 KB1483  STATE/COUNTY-  IL/SANGAMON
 KB1483  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB1483
 KB1483                         *CURRENT SURVEY CONTROL
 KB1483  ___________________________________________________________________
 KB1483* NAD 83(1997)-  39 50 40.30460(N)    089 40 21.62847(W)     ADJUSTED  
 KB1483* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 KB1483  ___________________________________________________________________
 KB1483  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 KB1483  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KB1483
 KB1483  HORZ ORDER  -  SECOND
 KB1483
 KB1483.This mark is at Capital Airport (SPI)
 KB1483
 KB1483.The horizontal coordinates were established by classical geodetic methods
 KB1483.and adjusted by the National Geodetic Survey in October 1999..
 KB1483
 KB1483.The orthometric height was scaled from a topographic map.
 KB1483
 KB1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1483
 KB1483.The geoid height was determined by GEOID03.
 KB1483
 KB1483;                    North         East     Units Scale Factor Converg.
 KB1483;SPC IL W     -   352,843.158   742,277.011   MT  0.99996317   +0 18 59.4
 KB1483;SPC IL W     - 1,157,619.59  2,435,287.16   sFT  0.99996317   +0 18 59.4
 KB1483;UTM  16      - 4,413,920.194   271,329.733   MT  1.00024379   -1 42 47.3
 KB1483
 KB1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1483!SPC IL W     -   0.99997704  x   0.99996317  =   0.99994021
 KB1483!UTM  16      -   0.99997704  x   1.00024379  =   1.00022082
 KB1483
 KB1483|---------------------------------------------------------------------|
 KB1483| PID    Reference Object                     Distance      Geod. Az  |
 KB1483|                                                           dddmmss.s |
 KB1483| CI7975 NE CORNER                                          05037     |
 KB1483| CI6800 CAPITAL AZ MK                                      0905916.3 |
 KB1483| CI7985 NW CORNER                                          28455     |
 KB1483|---------------------------------------------------------------------|
 KB1483
 KB1483                          SUPERSEDED SURVEY CONTROL
 KB1483
 KB1483  NAD 83(1986)-  39 50 40.31506(N)    089 40 21.61906(W) AD(       ) 2
 KB1483  NAD 27      -  39 50 40.12720(N)    089 40 21.25120(W) AD(       ) 2
 KB1483
 KB1483.Superseded values are not recommended for survey control.
 KB1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1483.See file dsdata.txt to determine how the superseded data were derived.
 KB1483
 KB1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK7133013920(NAD 83)
 KB1483_MARKER: DS = TRIANGULATION STATION DISK
 KB1483_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KB1483_SP_SET: OBJECT IMBEDDED IN GROUND
 KB1483
 KB1483  HISTORY     - Date     Condition        Report By
 KB1483  HISTORY     - 1959     MONUMENTED       CGS
 KB1483  HISTORY     - 1964     GOOD             CGS
 KB1483  HISTORY     - 1976     GOOD             NGS
 KB1483  HISTORY     - 1980     GOOD             LOCENG
 KB1483
 KB1483                          STATION DESCRIPTION
 KB1483
 KB1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 KB1483'THE STATION IS ABOUT 4 MILES NORTHWEST OF SPRINGFIELD ON THE ROOF OF
 KB1483'THE CAPITAL AIRPORT CONTROL TOWER. THE DISK IS A STANDARD U.S.
 KB1483'COAST AND GEODETIC SURVEY MARK SET ON THE ROOF IN A 6 X 6 INCH SQUARE
 KB1483'MASS OF ROOFING CEMENT WHICH PROJECTS ABOUT 4 INCHES. THERE
 KB1483'IS A MARK SET FLUSH WITH THE ROOF UNDERNEATH THE ROOFING CEMENT. THE
 KB1483'NW AND NE CORNERS OF THE ROOF WERE MEASURED TO AND CUT IN FROM THE
 KB1483'STATION.
 KB1483'
 KB1483'THE AZIMUTH MARK IS 59 FEET SOUTHEAST OF THE INTERSECTION OF THE
 KB1483'AIRPORT DRIVEWAY AND STATE HIGHWAY 29, 3 FEET SOUTH OF A POWER
 KB1483'POLE AND 1 FOOT WEST OF A WITNESS POST. THE MONUMENT IS FLUSH AND THE
 KB1483'DISK IS STAMPED CAPITAL 1959.
 KB1483'
 KB1483'THE STATION MARK DISK IS STAMPED CAPITAL 1959.
 KB1483'
 KB1483'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KB1483
 KB1483                          STATION RECOVERY (1964)
 KB1483
 KB1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RCY)
 KB1483'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KB1483
 KB1483                          STATION RECOVERY (1976)
 KB1483
 KB1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 KB1483'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 KB1483'STATION MARK DISK IS STAMPED CAPITAL 1959-1973.
 KB1483'
 KB1483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT
 KB1483'CAPITAL AIRPORT, SPRINGFIELD, ILL.
 KB1483
 KB1483                          STATION RECOVERY (1980)
 KB1483
 KB1483'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DLL)
 KB1483'CAPITAL 1959 RECOVERED GOOD.
 KB1483'
 KB1483'THE SPRINGFIELD AIRPORT AUTHORITY IS CONSTRUCTING A NEW CONTROL
 KB1483'TOWER.  THE EXISTING CONTROL TOWER WILL BE REMOVED SOMETIME WITHIN
 KB1483'THE NEXT 3 TO 6 MONTHS.  THIS MARK WILL BE DESTROYED AT THAT TIME.
 KB1483'
 KB1483'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 KB1483'OF SPRINGFIELD, IL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1168 ***********************************************************************
 NH1168  DESIGNATION -  CAPRON
 NH1168  PID         -  NH1168
 NH1168  STATE/COUNTY-  IL/BOONE
 NH1168  USGS QUAD   -  CAPRON (1978)
 NH1168
 NH1168                         *CURRENT SURVEY CONTROL
 NH1168  ___________________________________________________________________
 NH1168* NAD 83(1997)-  42 23 29.83556(N)    088 43 45.32170(W)     ADJUSTED  
 NH1168* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 NH1168  ___________________________________________________________________
 NH1168  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NH1168  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH1168
 NH1168  HORZ ORDER  -  SECOND
 NH1168
 NH1168.The horizontal coordinates were established by classical geodetic methods
 NH1168.and adjusted by the National Geodetic Survey in October 1999..
 NH1168
 NH1168.The orthometric height was scaled from a topographic map.
 NH1168
 NH1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1168
 NH1168.The geoid height was determined by GEOID03.
 NH1168
 NH1168;                    North         East     Units Scale Factor Converg.
 NH1168;SPC IL E     -   635,677.579   267,400.192   MT  0.99998807   -0 16 01.0
 NH1168;SPC IL E     - 2,085,552.19    877,295.46   sFT  0.99998807   -0 16 01.0
 NH1168;SPC WI S     -    44,304.113   704,639.090   MT  1.00008640   +0 52 23.3
 NH1168;SPC WI S     -   145,354.41  2,311,803.41   sFT  1.00008640   +0 52 23.3
 NH1168;UTM  16      - 4,694,707.275   357,666.591   MT  0.99984926   -1 09 57.8
 NH1168
 NH1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1168!SPC IL E     -   0.99996028  x   0.99998807  =   0.99994835
 NH1168!SPC WI S     -   0.99996028  x   1.00008640  =   1.00004668
 NH1168!UTM  16      -   0.99996028  x   0.99984926  =   0.99980954
 NH1168
 NH1168:                Primary Azimuth Mark                     Grid Az
 NH1168:SPC IL E     -  ALDEN ATT MICROWAVE TWR KSE 26           052 42 45.3
 NH1168:SPC WI S     -  ALDEN ATT MICROWAVE TWR KSE 26           051 34 21.0
 NH1168:UTM  16      -  ALDEN ATT MICROWAVE TWR KSE 26           053 36 42.1
 NH1168
 NH1168|---------------------------------------------------------------------|
 NH1168| PID    Reference Object                     Distance      Geod. Az  |
 NH1168|                                                           dddmmss.s |
 NH1168| NH1147 ALDEN ATT MICROWAVE TWR KSE 26      APPROX.18.4 KM 0522644.3 |
 NH1168| NH1165 CHEMUNG DEAN MILK CO TANK           APPROX. 5.9 KM 0602705.1 |
 NH1168| NH1152 HARVARD ADMIRAL CORP TANK           APPROX. 9.9 KM 0753440.4 |
 NH1168| CI8318 CAPRON AZ MK                                       0820007.1 |
 NH1168| CI8320 CAPRON RM 2                          27.233 METERS 09754     |
 NH1168| NH1136 WOODSTOCK SHERIFFS DEPT MAST        APPROX.23.0 KM 1122744.8 |
 NH1168| NH1133 MICH WISC PLINE KSC 273 MAST        APPROX.22.6 KM 1201915.9 |
 NH1168| NH1167 CAPRON BOWMAN MILK CO STACK         APPROX. 1.1 KM 3012203.9 |
 NH1168| NH1169 CAPRON MUN WATER TOWER              APPROX. 1.2 KM 3121343.3 |
 NH1168| CI8319 CAPRON RM 1                          27.974 METERS 35420     |
 NH1168|---------------------------------------------------------------------|
 NH1168
 NH1168                          SUPERSEDED SURVEY CONTROL
 NH1168
 NH1168  NAD 83(1997)-  42 23 29.83366(N)    088 43 45.32416(W) AD(       ) 2
 NH1168  NAD 83(1986)-  42 23 29.83175(N)    088 43 45.32718(W) AD(       ) 2
 NH1168  NAD 27      -  42 23 29.76480(N)    088 43 44.96140(W) AD(       ) 2
 NH1168
 NH1168.Superseded values are not recommended for survey control.
 NH1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1168.See file dsdata.txt to determine how the superseded data were derived.
 NH1168
 NH1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5766794707(NAD 83)
 NH1168_MARKER: DS = TRIANGULATION STATION DISK
 NH1168_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NH1168
 NH1168  HISTORY     - Date     Condition        Report By
 NH1168  HISTORY     - 1954     MONUMENTED       CGS
 NH1168  HISTORY     - 1967     GOOD             CGS
 NH1168  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1168
 NH1168                          STATION DESCRIPTION
 NH1168
 NH1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1168'STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF CAPRON AT
 NH1168'THE SOUTHEAST EDGE OF THE CAPRON CEMETERY ON PROPERTY OWNED
 NH1168'BY MR. ACE ANTHONY.  IT IS 15 FEET NORTHEAST OF A FENCE
 NH1168'CORNER, 10 FEET NORTH OF A FENCE AND 12 FEET EAST OF A
 NH1168'WHITE WITNESS POST AND FENCE LINE.  THE MARK IS ABOUT 18 INCHES
 NH1168'BELOW GROUND AND THE DISK IS STAMPED CAPRON 1954.
 NH1168'
 NH1168'REFERENCE MARK NO. 1 IS 16 FEET SOUTH OF A GROUP OF SMALL
 NH1168'TREES AND 1 FOOT EAST OF THE CEMETERY FENCE.  THE MARK IS FLUSH AND
 NH1168'THE DISK IS STAMPED CAPRON NO 1 1954.
 NH1168'
 NH1168'REFERENCE MARK NO. 2 IS 100 FEET EAST OF THE FENCE CORNER
 NH1168'AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 NH1168'IS STAMPED CAPRON NO 2 1954.
 NH1168'
 NH1168'AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF A PAVED ROAD,
 NH1168'9 FEET NORTH OF A 24 INCH HICKORY TREE, 9 FEET SOUTH OF A TELEPHONE
 NH1168'POLE, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 NH1168'OF A FENCE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 NH1168'STAMPED CAPRON 1954.
 NH1168'
 NH1168'TO REACH THE STATION FROM THE CHICAGO AND NORTHWESTERN RAILROAD
 NH1168'CROSSING OF STATE HIGHWAY 173, 0.05 MILE NORTHEAST OF THE DEPOT
 NH1168'IN CAPRON, GO EAST ON HIGHWAY 173 FOR 0.15 MILE TO CROSS
 NH1168'ROAD AT THE EAST EDGE OF TOWN, TURN RIGHT AND GO SOUTH AND
 NH1168'EAST ON PAVED ROAD FOR 0.7 MILE TO THE ENTRANCE TO CEMETERY
 NH1168'ON THE RIGHT, CONTINUE EAST ON PAVED ROAD FOR 0.2 MILE TO A
 NH1168'SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR
 NH1168'0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF ROAD
 NH1168'AS DESCRIBED, CONTINUE SOUTH ON PAVED ROAD FOR 0.05 MILE
 NH1168'TO A GATE ON THE RIGHT AT THE NORTHEAST EDGE OF BARNYARD,
 NH1168'TURN RIGHT THROUGH GATE, THEN RIGHT AGAIN AND GO NORTH ALONG
 NH1168'FENCE ON WEST SIDE OF ROAD FOR 0.05 MILE TO EDGE OF PASTURE,
 NH1168'TURN LEFT AND GO WEST ALONG FENCE FOR 0.2 MILE TO TOP OF
 NH1168'HILL AT SOUTHEAST EDGE OF CEMETERY AND STATION AS
 NH1168'DESCRIBED.
 NH1168'
 NH1168'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1168
 NH1168                          STATION RECOVERY (1967)
 NH1168
 NH1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1168'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  A METAL
 NH1168'WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.  A
 NH1168'METAL WITNESS POST WAS SET IN PLACE OF THE WOODEN ONE AT THE
 NH1168'STATION MARK.
 NH1168'
 NH1168'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE
 NH1168'SOUTHEAST OF CAPRON
 NH1168
 NH1168                          STATION RECOVERY (1997)
 NH1168
 NH1168'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1167 ***********************************************************************
 NH1167  DESIGNATION -  CAPRON BOWMAN MILK CO STACK
 NH1167  PID         -  NH1167
 NH1167  STATE/COUNTY-  IL/BOONE
 NH1167  USGS QUAD   -  CAPRON (1978)
 NH1167
 NH1167                         *CURRENT SURVEY CONTROL
 NH1167  ___________________________________________________________________
 NH1167* NAD 83(1997)-  42 23 48.79604(N)    088 44 27.28718(W)     ADJUSTED  
 NH1167* NAVD 88     -                                                        
 NH1167  ___________________________________________________________________
 NH1167  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 NH1167  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NH1167
 NH1167  HORZ ORDER  -  THIRD
 NH1167
 NH1167.The horizontal coordinates were established by classical geodetic methods
 NH1167.and adjusted by the National Geodetic Survey in October 1999..
 NH1167
 NH1167
 NH1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1167
 NH1167.The geoid height was determined by GEOID03.
 NH1167
 NH1167;                    North         East     Units Scale Factor Converg.
 NH1167;SPC IL E     -   636,267.144   266,443.166   MT  0.99998885   -0 16 29.3
 NH1167;SPC IL E     - 2,087,486.45    874,155.62   sFT  0.99998885   -0 16 29.3
 NH1167;SPC WI S     -    44,874.576   703,670.431   MT  1.00008480   +0 51 54.4
 NH1167;SPC WI S     -   147,226.00  2,308,625.41   sFT  1.00008480   +0 51 54.4
 NH1167;UTM  16      - 4,695,311.703   356,719.066   MT  0.99985259   -1 10 26.5
 NH1167
 NH1167                          SUPERSEDED SURVEY CONTROL
 NH1167
 NH1167  NAD 83(1997)-  42 23 48.79383(N)    088 44 27.28872(W) AD(       ) 4
 NH1167  NAD 83(1986)-  42 23 48.79190(N)    088 44 27.29174(W) AD(       ) 4
 NH1167  NAD 27      -  42 23 48.72200(N)    088 44 26.91700(W) AD(       ) 3
 NH1167
 NH1167.Superseded values are not recommended for survey control.
 NH1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1167.See file dsdata.txt to determine how the superseded data were derived.
 NH1167
 NH1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5671995312(NAD 83)
 NH1167_MARKER: 63 = STACK
 NH1167
 NH1167  HISTORY     - Date     Condition        Report By
 NH1167  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1167  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1167
 NH1167                          STATION DESCRIPTION
 NH1167
 NH1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1167'STATION IS THE CENTER OF THE TOP OF THE BOWMAN MILK CO.,
 NH1167'STACK LOCATED IN THE SOUTH SECTION OF CAPRON, AT THE WEST
 NH1167'SIDE OF THE MILK PLANT.  IT IS A SQUARE STACK, OF DARK COLORED
 NH1167'BRICK, ABOUT 6 FEET WIDE AT THE BOTTOM WITH A SLIGHT TAPER
 NH1167'TO THE TOP AND IS ABOUT 100 FEET HIGH.
 NH1167
 NH1167                          STATION RECOVERY (1997)
 NH1167
 NH1167'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1169 ***********************************************************************
 NH1169  DESIGNATION -  CAPRON MUN WATER TOWER
 NH1169  PID         -  NH1169
 NH1169  STATE/COUNTY-  IL/BOONE
 NH1169  USGS QUAD   -  CAPRON (1978)
 NH1169
 NH1169                         *CURRENT SURVEY CONTROL
 NH1169  ___________________________________________________________________
 NH1169* NAD 83(1997)-  42 23 56.43079(N)    088 44 24.85727(W)     ADJUSTED  
 NH1169* NAVD 88     -                                                        
 NH1169  ___________________________________________________________________
 NH1169  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 NH1169  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NH1169
 NH1169  HORZ ORDER  -  THIRD
 NH1169
 NH1169.The horizontal coordinates were established by classical geodetic methods
 NH1169.and adjusted by the National Geodetic Survey in October 1999..
 NH1169
 NH1169
 NH1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1169
 NH1169.The geoid height was determined by GEOID03.
 NH1169
 NH1169;                    North         East     Units Scale Factor Converg.
 NH1169;SPC IL E     -   636,502.449   266,499.866   MT  0.99998880   -0 16 27.7
 NH1169;SPC IL E     - 2,088,258.45    874,341.64   sFT  0.99998880   -0 16 27.7
 NH1169;SPC WI S     -    45,110.985   703,722.443   MT  1.00008416   +0 51 56.1
 NH1169;SPC WI S     -   148,001.62  2,308,796.05   sFT  1.00008416   +0 51 56.1
 NH1169;UTM  16      - 4,695,546.058   356,779.443   MT  0.99985238   -1 10 25.0
 NH1169
 NH1169                          SUPERSEDED SURVEY CONTROL
 NH1169
 NH1169  NAD 83(1997)-  42 23 56.42840(N)    088 44 24.85900(W) AD(       ) 4
 NH1169  NAD 83(1986)-  42 23 56.42655(N)    088 44 24.86204(W) AD(       ) 4
 NH1169  NAD 27      -  42 23 56.36100(N)    088 44 24.49300(W) AD(       ) 3
 NH1169
 NH1169.Superseded values are not recommended for survey control.
 NH1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1169.See file dsdata.txt to determine how the superseded data were derived.
 NH1169
 NH1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5677995546(NAD 83)
 NH1169_MARKER: 54 = WATER TOWER
 NH1169
 NH1169  HISTORY     - Date     Condition        Report By
 NH1169  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1169  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1169
 NH1169                          STATION DESCRIPTION
 NH1169
 NH1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1169'STATION IS THE CENTER OF THE MUNICIPAL WATER TOWER LOCATED NEAR
 NH1169'THE CENTER OF CAPRON, ABOUT 200 FEET SOUTH OF STATE HIGHWAY
 NH1169'73 AND 75 FEET EAST OF A PAVED STREET AT THE EAST SIDE OF THE
 NH1169'PUMPING STATION.  IT IS A WOODEN TANK WITH A FLAT BOTTOM
 NH1169'AND VERTICAL SIDES ABOUT 15 FEET HIGH AND A FLAT CONICAL ROOF
 NH1169'ABOUT 5 FEET HIGH, ATOP A ROUND YELLOW BRICK STRUCTURE ABOUT
 NH1169'70 FEET HIGH.  THE TANK IS PAINTED SILVER AND HAS METAL BANDS
 NH1169'ENCIRCLING IT ABOUT 1 FOOT APART.  TOTAL HEIGHT IS ABOUT
 NH1169'90 FEET.
 NH1169
 NH1169                          STATION RECOVERY (1997)
 NH1169
 NH1169'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2964 ***********************************************************************
 AH2964  DESIGNATION -  CAR40 1A
 AH2964  PID         -  AH2964
 AH2964  STATE/COUNTY-  IL/CARROLL
 AH2964  USGS QUAD   -  LANARK (1985)
 AH2964
 AH2964                         *CURRENT SURVEY CONTROL
 AH2964  ___________________________________________________________________
 AH2964* NAD 83(1997)-  42 00 34.75060(N)    089 49 19.95955(W)     ADJUSTED  
 AH2964* NAVD 88     -       241.1    (meters)     791.     (feet)  GPS OBS   
 AH2964  ___________________________________________________________________
 AH2964  X           -      14,728.185 (meters)                     COMP
 AH2964  Y           -  -4,746,413.347 (meters)                     COMP
 AH2964  Z           -   4,246,539.930 (meters)                     COMP
 AH2964  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AH2964  ELLIP HEIGHT-         208.24  (meters)          (12/06/04) GPS OBS
 AH2964  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AH2964
 AH2964  HORZ ORDER  -  FIRST
 AH2964  ELLP ORDER  -  FOURTH    CLASS I
 AH2964
 AH2964.The horizontal coordinates were established by GPS observations
 AH2964.and adjusted by the National Geodetic Survey in September 1998..
 AH2964
 AH2964.The orthometric height was determined by GPS observations and a
 AH2964.high-resolution geoid model.
 AH2964
 AH2964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2964
 AH2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2964
 AH2964.The ellipsoidal height was determined by GPS observations
 AH2964.and is referenced to NAD 83.
 AH2964
 AH2964.The geoid height was determined by GEOID03.
 AH2964
 AH2964;                    North         East     Units Scale Factor Converg.
 AH2964;SPC IL W     -   593,212.104   728,532.442   MT  0.99995119   +0 13 49.9
 AH2964;SPC IL W     - 1,946,230.04  2,390,193.52   sFT  0.99995119   +0 13 49.9
 AH2964;UTM  16      - 4,654,701.702   266,296.518   MT  1.00027211   -1 53 22.7
 AH2964
 AH2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2964!SPC IL W     -   0.99996734  x   0.99995119  =   0.99991853
 AH2964!UTM  16      -   0.99996734  x   1.00027211  =   1.00023944
 AH2964
 AH2964:                Primary Azimuth Mark                     Grid Az
 AH2964:SPC IL W     -  CAR40 1B                                 271 54 20.7
 AH2964:UTM  16      -  CAR40 1B                                 274 01 33.3
 AH2964
 AH2964|---------------------------------------------------------------------|
 AH2964| PID    Reference Object                     Distance      Geod. Az  |
 AH2964|                                                           dddmmss.s |
 AH2964| AH2965 CAR40 1B                            APPROX. 0.7 KM 2720810.6 |
 AH2964|---------------------------------------------------------------------|
 AH2964
 AH2964                          SUPERSEDED SURVEY CONTROL
 AH2964
 AH2964  ELLIP H (09/15/98)  208.29   (m)                       GP(       ) 3 1
 AH2964
 AH2964.Superseded values are not recommended for survey control.
 AH2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2964.See file dsdata.txt to determine how the superseded data were derived.
 AH2964
 AH2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6629754702(NAD 83)
 AH2964_MARKER: I = METAL ROD
 AH2964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2964_STAMPING: CAR40-1A
 AH2964_MARK LOGO: ILDT  
 AH2964_PROJECTION: FLUSH
 AH2964_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2964+STABILITY: POSITION/ELEVATION WELL
 AH2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2964+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2964_ROD/PIPE-DEPTH:  7.3 meters
 AH2964_SLEEVE-DEPTH  :  0.9 meters
 AH2964
 AH2964  HISTORY     - Date     Condition        Report By
 AH2964  HISTORY     - 1996     MONUMENTED       SECI
 AH2964  HISTORY     - 20011203 GOOD             NGS
 AH2964  HISTORY     - 20030923 GOOD             USPSQD
 AH2964
 AH2964                          STATION DESCRIPTION
 AH2964
 AH2964'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2964'STATION IS LOCATED APPROXIMATELY 3.6 MI (5.8 KM) EAST OF CHADWICK, 4.1
 AH2964'MI (6.6 KM) NORTHEAST OF MILLEDGEVILLE IN THE SOUTHWEST 1/4 OF SECTION
 AH2964'5, T 23 N, R 6 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 40
 AH2964'(FORMERLY ILLINOIS ROUT 88) AND ILLINOIS ROUTE 78, PROCEED SOUTH ALONG
 AH2964'ILLINOIS ROUTE 40 FOR APPROXIMATELY 11.4 MI (18.3 KM) TO THE STATION
 AH2964'LOCATED IN THE GRASS MERIDIAN AT THE INTERSECTION OF ILLINOIS ROUTE
 AH2964'40, EAST COOK ROAD, AND SOUTH BENSON ROAD.  THE STATION IS LOCATED
 AH2964'53.9 FT (16.4 M) NORTHEAST OF THE CENTERLINE OF ILLINOIS ROUTE 40,
 AH2964'35.4 FT (10.8 M) SOUTH OF THE CENTERLINE OF EAST COOK ROAD, 219.8 FT
 AH2964'(67.0 M) WEST OF THE CENTERLINE OF SOUTH BENSON ROAD, 247.3 FT (75.4
 AH2964'M) SOUTHEAST OF A CARROLL COUNTY MILE MARKER 7.52 SIGN, 469.3 FT
 AH2964'(143.0 M) NORTHWEST OF A CARROL COUNTY MILE MARKER 7.39 SIGN, 141.5 FT
 AH2964'(43.1 M) SOUTHWEST OF A CONCRETE R.O.W. MARKER, 140.9 FT (42.9 M)
 AH2964'SOUTHWEST OF A FENCE CORNER TO A FENCE THAT RUNS WEST AND NORTHEAST,
 AH2964'AND 1.2 FT (0.4 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2964'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2964'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2964
 AH2964                          STATION RECOVERY (2001)
 AH2964
 AH2964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2964'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2964
 AH2964                          STATION RECOVERY (2003)
 AH2964
 AH2964'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2965 ***********************************************************************
 AH2965  DESIGNATION -  CAR40 1B
 AH2965  PID         -  AH2965
 AH2965  STATE/COUNTY-  IL/CARROLL
 AH2965  USGS QUAD   -  LANARK (1985)
 AH2965
 AH2965                         *CURRENT SURVEY CONTROL
 AH2965  ___________________________________________________________________
 AH2965* NAD 83(1997)-  42 00 35.61052(N)    089 49 50.91143(W)     ADJUSTED  
 AH2965* NAVD 88     -       238.7    (meters)     783.     (feet)  GPS OBS   
 AH2965  ___________________________________________________________________
 AH2965  X           -      14,015.886 (meters)                     COMP
 AH2965  Y           -  -4,746,395.942 (meters)                     COMP
 AH2965  Z           -   4,246,558.018 (meters)                     COMP
 AH2965  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AH2965  ELLIP HEIGHT-         205.81  (meters)          (12/06/04) GPS OBS
 AH2965  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AH2965
 AH2965  HORZ ORDER  -  FIRST
 AH2965  ELLP ORDER  -  FOURTH    CLASS I
 AH2965
 AH2965.The horizontal coordinates were established by GPS observations
 AH2965.and adjusted by the National Geodetic Survey in September 1998..
 AH2965
 AH2965.The orthometric height was determined by GPS observations and a
 AH2965.high-resolution geoid model.
 AH2965
 AH2965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2965
 AH2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2965
 AH2965.The ellipsoidal height was determined by GPS observations
 AH2965.and is referenced to NAD 83.
 AH2965
 AH2965.The geoid height was determined by GEOID03.
 AH2965
 AH2965;                    North         East     Units Scale Factor Converg.
 AH2965;SPC IL W     -   593,235.805   727,820.156   MT  0.99995070   +0 13 29.2
 AH2965;SPC IL W     - 1,946,307.80  2,387,856.63   sFT  0.99995070   +0 13 29.2
 AH2965;UTM  16      - 4,654,751.754   265,585.367   MT  1.00027621   -1 53 43.5
 AH2965
 AH2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2965!SPC IL W     -   0.99996772  x   0.99995070  =   0.99991842
 AH2965!UTM  16      -   0.99996772  x   1.00027621  =   1.00024392
 AH2965
 AH2965:                Primary Azimuth Mark                     Grid Az
 AH2965:SPC IL W     -  CAR40 1A                                 091 54 20.7
 AH2965:UTM  16      -  CAR40 1A                                 094 01 33.4
 AH2965
 AH2965|---------------------------------------------------------------------|
 AH2965| PID    Reference Object                     Distance      Geod. Az  |
 AH2965|                                                           dddmmss.s |
 AH2965| AH2964 CAR40 1A                            APPROX. 0.7 KM 0920749.9 |
 AH2965|---------------------------------------------------------------------|
 AH2965
 AH2965                          SUPERSEDED SURVEY CONTROL
 AH2965
 AH2965  ELLIP H (09/15/98)  205.86   (m)                       GP(       ) 3 1
 AH2965
 AH2965.Superseded values are not recommended for survey control.
 AH2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2965.See file dsdata.txt to determine how the superseded data were derived.
 AH2965
 AH2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6558554752(NAD 83)
 AH2965_MARKER: I = METAL ROD
 AH2965_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2965_STAMPING: CAR40-1B
 AH2965_MARK LOGO: ILDT  
 AH2965_PROJECTION: RECESSED 3 CENTIMETERS
 AH2965_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2965+STABILITY: POSITION/ELEVATION WELL
 AH2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2965+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2965_ROD/PIPE-DEPTH:  6.1 meters
 AH2965_SLEEVE-DEPTH  :  0.9 meters
 AH2965
 AH2965  HISTORY     - Date     Condition        Report By
 AH2965  HISTORY     - 1996     MONUMENTED       SECI
 AH2965  HISTORY     - 20011203 GOOD             NGS
 AH2965  HISTORY     - 20030923 GOOD             USPSQD
 AH2965
 AH2965                          STATION DESCRIPTION
 AH2965
 AH2965'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2965'STATION IS LOCATED APPROXIMATELY 3.1 MI (5.0 KM) EAST OF CHADWICK, 4.4
 AH2965'MI (7.1 KM) NORTHEAST OF MILLEDGEVILLE IN THE SOUTHEAST 1/4 OF SECTION
 AH2965'5, T 23 N, R 6 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 40
 AH2965'(FORMERLY ILLINOIS ROUTE 88) AND ILLINOIS ROUTE 78, PROCEED SOUTH
 AH2965'ALONG ILLINOIS ROUTE 40 FOR APPROXIMATELY 10.95 MI (17.62 KM) TO THE
 AH2965'STATION LOCATED ON THE LEFT (NORTH) SIDE OF ILLINOIS ROUTE 40, JUST
 AH2965'WEST OF A FIELD ENTRANCE AND NEAR MILE MARKER 7.93.  THE STATION IS
 AH2965'LOCATED 31.8 FT (9.7 M) NORTH OF THE CENTERLINE OF ILLINOIS ROUTE 40,
 AH2965'30 FT (9.1 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 42.6 FT (13.0 M)
 AH2965'WEST OF A FENCE CORNER ON THE EAST SIDE OF THE FIELD ENTRANCE TO A
 AH2965'FENCE THAT RUNS EAST, 57.8 FT (17.6 M) EAST OF A FENCE CORNER TO A
 AH2965'FENCE THAT RUNS EAST, WEST, AND NORTH, 68.3 FT (20.8 M) SOUTHEAST OF A
 AH2965'WOOD FENCE POST (4TH POST NORTH OF THE CORNER POST) , +/- 375 FT
 AH2965'(114.3 M) EAST OF A CARROLL COUNTY MILE MARKER 8, 2.5 FT (0.8 M) SOUTH
 AH2965'OF THE EAST-WEST FENCE LINE, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AH2965'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2965'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2965
 AH2965                          STATION RECOVERY (2001)
 AH2965
 AH2965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2965'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2965
 AH2965                          STATION RECOVERY (2003)
 AH2965
 AH2965'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2970 ***********************************************************************
 AH2970  DESIGNATION -  CAR64 1A
 AH2970  PID         -  AH2970
 AH2970  STATE/COUNTY-  IL/CARROLL
 AH2970  USGS QUAD   -  WACKER (1985)
 AH2970
 AH2970                         *CURRENT SURVEY CONTROL
 AH2970  ___________________________________________________________________
 AH2970* NAD 83(1997)-  42 05 57.43679(N)    090 07 26.20959(W)     ADJUSTED  
 AH2970* NAVD 88     -       190.5    (meters)     625.     (feet)  GPS OBS   
 AH2970  ___________________________________________________________________
 AH2970  X           -     -10,253.378 (meters)                     COMP
 AH2970  Y           -  -4,739,718.125 (meters)                     COMP
 AH2970  Z           -   4,253,898.575 (meters)                     COMP
 AH2970  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AH2970  ELLIP HEIGHT-         157.34  (meters)          (12/06/04) GPS OBS
 AH2970  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AH2970
 AH2970  HORZ ORDER  -  FIRST
 AH2970  ELLP ORDER  -  FOURTH    CLASS I
 AH2970
 AH2970.The horizontal coordinates were established by GPS observations
 AH2970.and adjusted by the National Geodetic Survey in September 1998..
 AH2970
 AH2970.The orthometric height was determined by GPS observations and a
 AH2970.high-resolution geoid model.
 AH2970
 AH2970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2970
 AH2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2970
 AH2970.The ellipsoidal height was determined by GPS observations
 AH2970.and is referenced to NAD 83.
 AH2970
 AH2970.The geoid height was determined by GEOID03.
 AH2970
 AH2970;                    North         East     Units Scale Factor Converg.
 AH2970;SPC IL W     -   603,111.156   703,533.633   MT  0.99994133   +0 01 43.1
 AH2970;SPC IL W     - 1,978,707.18  2,308,176.59   sFT  0.99994133   +0 01 43.1
 AH2970;UTM  15      - 4,664,803.696   737,827.495   MT  1.00029603   +1 55 44.6
 AH2970
 AH2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2970!SPC IL W     -   0.99997532  x   0.99994133  =   0.99991665
 AH2970!UTM  15      -   0.99997532  x   1.00029603  =   1.00027135
 AH2970
 AH2970:                Primary Azimuth Mark                     Grid Az
 AH2970:SPC IL W     -  CAR64 1B                                 088 37 39.5
 AH2970:UTM  15      -  CAR64 1B                                 086 43 38.0
 AH2970
 AH2970|---------------------------------------------------------------------|
 AH2970| PID    Reference Object                     Distance      Geod. Az  |
 AH2970|                                                           dddmmss.s |
 AH2970| AH2971 CAR64 1B                            APPROX. 0.8 KM 0883922.6 |
 AH2970| NJ0173 K 272                               267.675 METERS 24507     |
 AH2970|---------------------------------------------------------------------|
 AH2970
 AH2970                          SUPERSEDED SURVEY CONTROL
 AH2970
 AH2970  ELLIP H (09/15/98)  157.42   (m)                       GP(       ) 3 1
 AH2970
 AH2970.Superseded values are not recommended for survey control.
 AH2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2970.See file dsdata.txt to determine how the superseded data were derived.
 AH2970
 AH2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3782764804(NAD 83)
 AH2970_MARKER: I = METAL ROD
 AH2970_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2970_STAMPING: CAR64-1A
 AH2970_MARK LOGO: ILDT  
 AH2970_PROJECTION: FLUSH
 AH2970_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2970+STABILITY: POSITION/ELEVATION WELL
 AH2970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2970+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2970_ROD/PIPE-DEPTH:  4.9 meters
 AH2970_SLEEVE-DEPTH  :  0.9 meters
 AH2970
 AH2970  HISTORY     - Date     Condition        Report By
 AH2970  HISTORY     - 1996     MONUMENTED       SECI
 AH2970  HISTORY     - 20011203 GOOD             NGS
 AH2970  HISTORY     - 20030923 GOOD             USPSQD
 AH2970
 AH2970                          STATION DESCRIPTION
 AH2970
 AH2970'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2970'STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) NORTHEAST OF SAVANNA,
 AH2970'7.4 MI (11.9 KM) WEST OF MT.  CARROLL IN THE SOUTHWEST 1/4 OF SECTION
 AH2970'2, T 24 N, R 3 E.  THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF
 AH2970'SAVANNA, IN BETWEEN ILLINOIS ROUTE 64 AND OLD MILL PARK, 44.4 FT (13.5
 AH2970'M) NORTH OF THE CENTERLINE OF ILLINOIS ROUTE 64, 108 FT (32.9 M) EAST
 AH2970'OF THE CENTER OF THE ENTRANCE TO OLD MILL PARK, 30 FT (9.1 M) SOUTH OF
 AH2970'A ONE LANE ROAD IN OLD MILL PARK, 85.2 FT (26.0 M) SOUTHEAST OF A
 AH2970'POWER POLE NEAR THE NORTHEAST CORNER OF THE PARK ENTRANCE AND ILLINOIS
 AH2970'ROUTE 64, 51.8 FT (15.8 M) SOUTHEAST OF A CONCRETE R.O.W.  MARKER, 22
 AH2970'FT (6.7 M) SOUTH OF A FENCE BETWEEN THE ROAD R.O.W.  AND OLD MILL
 AH2970'PARK, 133.7 FT (40.8 M) WEST OF A CONCRETE R.O.W.  MARKER, 79 FT (24.1
 AH2970'M) SOUTHWEST OF A LIGHT POLE TO THE BASEBALL DIAMOND, 85.1 FT (25.9 M)
 AH2970'SOUTHWEST OF A FLAGPOLE, AND 1.5 FT (0.5 M) SOUTH OF AN ORANGE
 AH2970'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2970'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2970
 AH2970                          STATION RECOVERY (2001)
 AH2970
 AH2970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2970'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2970
 AH2970                          STATION RECOVERY (2003)
 AH2970
 AH2970'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2971 ***********************************************************************
 AH2971  DESIGNATION -  CAR64 1B
 AH2971  PID         -  AH2971
 AH2971  STATE/COUNTY-  IL/CARROLL
 AH2971  USGS QUAD   -  WACKER (1985)
 AH2971
 AH2971                         *CURRENT SURVEY CONTROL
 AH2971  ___________________________________________________________________
 AH2971* NAD 83(1997)-  42 05 58.05774(N)    090 06 50.57610(W)     ADJUSTED  
 AH2971* NAVD 88     -       192.7    (meters)     632.     (feet)  GPS OBS   
 AH2971  ___________________________________________________________________
 AH2971  X           -      -9,434.540 (meters)                     COMP
 AH2971  Y           -  -4,739,708.620 (meters)                     COMP
 AH2971  Z           -   4,253,914.273 (meters)                     COMP
 AH2971  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AH2971  ELLIP HEIGHT-         159.55  (meters)          (12/06/04) GPS OBS
 AH2971  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AH2971
 AH2971  HORZ ORDER  -  FIRST
 AH2971  ELLP ORDER  -  FOURTH    CLASS I
 AH2971
 AH2971.The horizontal coordinates were established by GPS observations
 AH2971.and adjusted by the National Geodetic Survey in September 1998..
 AH2971
 AH2971.The orthometric height was determined by GPS observations and a
 AH2971.high-resolution geoid model.
 AH2971
 AH2971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2971
 AH2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2971
 AH2971.The ellipsoidal height was determined by GPS observations
 AH2971.and is referenced to NAD 83.
 AH2971
 AH2971.The geoid height was determined by GEOID03.
 AH2971
 AH2971;                    North         East     Units Scale Factor Converg.
 AH2971;SPC IL W     -   603,130.770   704,352.369   MT  0.99994141   +0 02 07.0
 AH2971;SPC IL W     - 1,978,771.53  2,310,862.73   sFT  0.99994141   +0 02 07.0
 AH2971;UTM  15      - 4,664,850.468   738,645.423   MT  1.00030083   +1 56 08.6
 AH2971
 AH2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2971!SPC IL W     -   0.99997498  x   0.99994141  =   0.99991639
 AH2971!UTM  15      -   0.99997498  x   1.00030083  =   1.00027580
 AH2971
 AH2971:                Primary Azimuth Mark                     Grid Az
 AH2971:SPC IL W     -  CAR64 1A                                 268 37 39.5
 AH2971:UTM  15      -  CAR64 1A                                 266 43 37.9
 AH2971
 AH2971|---------------------------------------------------------------------|
 AH2971| PID    Reference Object                     Distance      Geod. Az  |
 AH2971|                                                           dddmmss.s |
 AH2971| AH2970 CAR64 1A                            APPROX. 0.8 KM 2683946.5 |
 AH2971|---------------------------------------------------------------------|
 AH2971
 AH2971                          SUPERSEDED SURVEY CONTROL
 AH2971
 AH2971  ELLIP H (09/15/98)  159.63   (m)                       GP(       ) 3 1
 AH2971
 AH2971.Superseded values are not recommended for survey control.
 AH2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2971.See file dsdata.txt to determine how the superseded data were derived.
 AH2971
 AH2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3864564850(NAD 83)
 AH2971_MARKER: I = METAL ROD
 AH2971_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2971_STAMPING: CAR64-1B
 AH2971_MARK LOGO: ILDT  
 AH2971_PROJECTION: RECESSED 3 CENTIMETERS
 AH2971_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2971+STABILITY: POSITION/ELEVATION WELL
 AH2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2971+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2971_ROD/PIPE-DEPTH:  4.9 meters
 AH2971_SLEEVE-DEPTH  :  0.9 meters
 AH2971
 AH2971  HISTORY     - Date     Condition        Report By
 AH2971  HISTORY     - 1996     MONUMENTED       SECI
 AH2971  HISTORY     - 20011203 GOOD             NGS
 AH2971  HISTORY     - 20030923 GOOD             USPSQD
 AH2971
 AH2971                          STATION DESCRIPTION
 AH2971
 AH2971'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2971'STATION IS LOCATED APPROXIMATELY 1.4 MI (2.3 KM) NORTHEAST OF SAVANNA,
 AH2971'6.8 MI (10.9 KM) WEST OF MT.  CARROLL IN THE SOUTHWEST 1/4 OF SECTION
 AH2971'1, T 24 N, R 3 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND
 AH2971'ILLINOIS ROUTE 84 (SOUTH) IN THE SOUTHWEST CORNER OF SAVANNA, PROCEED
 AH2971'EAST ALONG ILLINOIS ROUTE 64 FOR APPROXIMATELY 1.4 MI (2.3 KM) TO THE
 AH2971'STATION LOCATED ON THE LEFT (NORTH) SIDE OF ILLINOIS ROUTE 64 NEAR
 AH2971'MILE MARKER 3.48.  THE STATION IS LOCATED 58.9 FT (18.0 M) NORTH OF
 AH2971'THE CENTERLINE OF ILLINOIS ROUTE 64, 310 FT (94.5 M) EAST OF THE
 AH2971'CENTER OF SCENIC BLUFF ROAD, 227.6 FT (69.4 M) SOUTHEAST OF A FENCE
 AH2971'CORNER TO A FENCE THAT RUNS EAST AND NORTHWEST, 227.2 FT (69.3 M)
 AH2971'SOUTHEAST OF A CONCRETE R.O.W.  MARKER NEAR THE FENCE CORNER, 230.6 FT
 AH2971'(70.3 M) NORTHEAST OF NGS VERTICAL STATION H 272 1970 LOCATED ON
 AH2971'CENTER OF THE NORTH HEADWALL OF A BOX CULVERT UNDER ILLINOIS ROUTE 64,
 AH2971'250.6 FT (76.4 M) NORTHEAST OF A CONCRETE R.O.W.  MARKER, 136.4 FT
 AH2971'(41.6 M) NORTHWEST OF THE CENTER OF A CONCRETE HEADWALL AROUND A
 AH2971'CORRUGATED METAL PIPE, 153.9 FT (46.9 M) NORTHWEST OF THE CENTER OF
 AH2971'THE BACK OF CURB OF AN INLET ON THE NORTH SIDE OF ILLINOIS ROUTE 64,
 AH2971'AND 1.2 FT (0.4 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2971'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2971'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2971
 AH2971                          STATION RECOVERY (2001)
 AH2971
 AH2971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2971'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2971
 AH2971                          STATION RECOVERY (2003)
 AH2971
 AH2971'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2972 ***********************************************************************
 AH2972  DESIGNATION -  CAR64 2A
 AH2972  PID         -  AH2972
 AH2972  STATE/COUNTY-  IL/CARROLL
 AH2972  USGS QUAD   -  MT CARROLL (1985)
 AH2972
 AH2972                         *CURRENT SURVEY CONTROL
 AH2972  ___________________________________________________________________
 AH2972* NAD 83(1997)-  42 05 23.17915(N)    089 58 00.71840(W)     ADJUSTED  
 AH2972* NAVD 88     -       253.8    (meters)     833.     (feet)  GPS OBS   
 AH2972  ___________________________________________________________________
 AH2972  X           -       2,741.391 (meters)                     COMP
 AH2972  Y           -  -4,740,484.035 (meters)                     COMP
 AH2972  Z           -   4,253,156.709 (meters)                     COMP
 AH2972  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AH2972  ELLIP HEIGHT-         220.72  (meters)          (12/06/04) GPS OBS
 AH2972  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2972
 AH2972  HORZ ORDER  -  FIRST
 AH2972  ELLP ORDER  -  FOURTH    CLASS I
 AH2972
 AH2972.The horizontal coordinates were established by GPS observations
 AH2972.and adjusted by the National Geodetic Survey in September 1998..
 AH2972
 AH2972.The orthometric height was determined by GPS observations and a
 AH2972.high-resolution geoid model.
 AH2972
 AH2972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2972
 AH2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2972
 AH2972.The ellipsoidal height was determined by GPS observations
 AH2972.and is referenced to NAD 83.
 AH2972
 AH2972.The geoid height was determined by GEOID03.
 AH2972
 AH2972;                    North         East     Units Scale Factor Converg.
 AH2972;SPC IL W     -   602,072.661   716,529.363   MT  0.99994454   +0 08 02.1
 AH2972;SPC IL W     - 1,975,300.06  2,350,813.42   sFT  0.99994454   +0 08 02.1
 AH2972;UTM  16      - 4,664,003.936   254,625.550   MT  1.00034091   -1 59 22.8
 AH2972;UTM  15      - 4,664,196.483   750,855.624   MT  1.00037439   +2 02 02.9
 AH2972
 AH2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2972!SPC IL W     -   0.99996538  x   0.99994454  =   0.99990993
 AH2972!UTM  16      -   0.99996538  x   1.00034091  =   1.00030628
 AH2972!UTM  15      -   0.99996538  x   1.00037439  =   1.00033976
 AH2972
 AH2972:                Primary Azimuth Mark                     Grid Az
 AH2972:SPC IL W     -  CAR64 2B                                 046 57 22.3
 AH2972:UTM  16      -  CAR64 2B                                 049 04 47.2
 AH2972:UTM  15      -  CAR64 2B                                 045 03 21.5
 AH2972
 AH2972|---------------------------------------------------------------------|
 AH2972| PID    Reference Object                     Distance      Geod. Az  |
 AH2972|                                                           dddmmss.s |
 AH2972| AH2973 CAR64 2B                            APPROX. 0.7 KM 0470524.4 |
 AH2972|---------------------------------------------------------------------|
 AH2972
 AH2972                          SUPERSEDED SURVEY CONTROL
 AH2972
 AH2972  ELLIP H (09/15/98)  220.78   (m)                       GP(       ) 3 1
 AH2972
 AH2972.Superseded values are not recommended for survey control.
 AH2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2972.See file dsdata.txt to determine how the superseded data were derived.
 AH2972
 AH2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5462664004(NAD 83)
 AH2972_MARKER: I = METAL ROD
 AH2972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2972_STAMPING: CAR64-2A
 AH2972_MARK LOGO: ILDT  
 AH2972_PROJECTION: FLUSH
 AH2972_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2972+STABILITY: POSITION/ELEVATION WELL
 AH2972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2972+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2972_ROD/PIPE-DEPTH:  6.1 meters
 AH2972_SLEEVE-DEPTH  :  0.9 meters
 AH2972
 AH2972  HISTORY     - Date     Condition        Report By
 AH2972  HISTORY     - 1996     MONUMENTED       SECI
 AH2972  HISTORY     - 20011203 GOOD             NGS
 AH2972  HISTORY     - 20030923 GOOD             USPSQD
 AH2972
 AH2972                          STATION DESCRIPTION
 AH2972
 AH2972'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2972'STATION IS LOCATED APPROXIMATELY 0.8 MI (1.3 KM) SOUTHEAST OF MT.
 AH2972'CARROLL, 6.9 MI (11.1 KM) WEST OF LANARK IN THE NORTHEAST 1/4 OF
 AH2972'SECTION 7, T 24 N, R 5 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2972'ROUTE 64 AND ILLINOIS ROUTE 78, PROCEED EAST ALONG ILLINOIS ROUTE 64
 AH2972'FOR APPROXIMATELY 0.55 MI (0.89 KM) TO THE STATION LOCATED ON THE
 AH2972'RIGHT (SOUTH) SIDE OF ILLINOIS ROUTE 64.  THE STATION IS LOCATED 56.8
 AH2972'FT (17.3 M) SOUTHEAST OF THE CENTERLINE OF ILLINOIS ROUTE 64, 370.6 FT
 AH2972'(113.0 M) EAST OF A POWER POLE, 227.68 SOUTHWEST OF A FENCE CORNER TO
 AH2972'A FENCE RUNING NORTHEAST, 163.95 FT (49.97 M) WEST OF A FOUND IRON BAR
 AH2972'WITH A CAP STAMPED VANDERSCHAAF IL RLS 2110, 161.5 FT (49.2 M)
 AH2972'NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY BUILDING, 175.6 FT
 AH2972'(53.5 M) NORTH OF THE SOUTHWEST CORNER OF A 1 STORY BUILDING, AND 1.7
 AH2972'FT (0.5 M) NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2972'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2972'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2972
 AH2972                          STATION RECOVERY (2001)
 AH2972
 AH2972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2972'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2972
 AH2972                          STATION RECOVERY (2003)
 AH2972
 AH2972'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2973 ***********************************************************************
 AH2973  DESIGNATION -  CAR64 2B
 AH2973  PID         -  AH2973
 AH2973  STATE/COUNTY-  IL/CARROLL
 AH2973  USGS QUAD   -  MT CARROLL (1985)
 AH2973
 AH2973                         *CURRENT SURVEY CONTROL
 AH2973  ___________________________________________________________________
 AH2973* NAD 83(1997)-  42 05 38.03574(N)    089 57 39.25944(W)     ADJUSTED  
 AH2973* NAVD 88     -       245.0    (meters)     804.     (feet)  GPS OBS   
 AH2973  ___________________________________________________________________
 AH2973  X           -       3,234.358 (meters)                     COMP
 AH2973  Y           -  -4,740,169.946 (meters)                     COMP
 AH2973  Z           -   4,253,491.005 (meters)                     COMP
 AH2973  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AH2973  ELLIP HEIGHT-         211.96  (meters)          (12/06/04) GPS OBS
 AH2973  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2973
 AH2973  HORZ ORDER  -  FIRST
 AH2973  ELLP ORDER  -  FOURTH    CLASS I
 AH2973
 AH2973.The horizontal coordinates were established by GPS observations
 AH2973.and adjusted by the National Geodetic Survey in September 1998..
 AH2973
 AH2973.The orthometric height was determined by GPS observations and a
 AH2973.high-resolution geoid model.
 AH2973
 AH2973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2973
 AH2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2973
 AH2973.The ellipsoidal height was determined by GPS observations
 AH2973.and is referenced to NAD 83.
 AH2973
 AH2973.The geoid height was determined by GEOID03.
 AH2973
 AH2973;                    North         East     Units Scale Factor Converg.
 AH2973;SPC IL W     -   602,532.192   717,021.395   MT  0.99994474   +0 08 16.6
 AH2973;SPC IL W     - 1,976,807.70  2,352,427.69   sFT  0.99994474   +0 08 16.6
 AH2973;UTM  16      - 4,664,445.092   255,134.473   MT  1.00033784   -1 59 09.0
 AH2973;UTM  15      - 4,664,672.282   751,332.352   MT  1.00037733   +2 02 17.9
 AH2973
 AH2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2973!SPC IL W     -   0.99996676  x   0.99994474  =   0.99991150
 AH2973!UTM  16      -   0.99996676  x   1.00033784  =   1.00030459
 AH2973!UTM  15      -   0.99996676  x   1.00037733  =   1.00034407
 AH2973
 AH2973:                Primary Azimuth Mark                     Grid Az
 AH2973:SPC IL W     -  CAR64 2A                                 226 57 22.2
 AH2973:UTM  16      -  CAR64 2A                                 229 04 47.8
 AH2973:UTM  15      -  CAR64 2A                                 225 03 20.9
 AH2973
 AH2973|---------------------------------------------------------------------|
 AH2973| PID    Reference Object                     Distance      Geod. Az  |
 AH2973|                                                           dddmmss.s |
 AH2973| AH2972 CAR64 2A                            APPROX. 0.7 KM 2270538.8 |
 AH2973|---------------------------------------------------------------------|
 AH2973
 AH2973                          SUPERSEDED SURVEY CONTROL
 AH2973
 AH2973  ELLIP H (09/15/98)  212.03   (m)                       GP(       ) 3 1
 AH2973
 AH2973.Superseded values are not recommended for survey control.
 AH2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2973.See file dsdata.txt to determine how the superseded data were derived.
 AH2973
 AH2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5513464445(NAD 83)
 AH2973_MARKER: I = METAL ROD
 AH2973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2973_STAMPING: CAR64-2B
 AH2973_MARK LOGO: ILDT  
 AH2973_PROJECTION: FLUSH
 AH2973_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2973+STABILITY: POSITION/ELEVATION WELL
 AH2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2973+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2973_ROD/PIPE-DEPTH:  4.9 meters
 AH2973_SLEEVE-DEPTH  :  0.9 meters
 AH2973
 AH2973  HISTORY     - Date     Condition        Report By
 AH2973  HISTORY     - 1996     MONUMENTED       SECI
 AH2973  HISTORY     - 20011203 GOOD             NGS
 AH2973  HISTORY     - 20030923 GOOD             USPSQD
 AH2973
 AH2973                          STATION DESCRIPTION
 AH2973
 AH2973'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2973'STATION IS LOCATED APPROXIMATELY 0.9 MI (1.4 KM) SOUTHEAST OF MT.
 AH2973'CARROLL, 6.7 MI (10.8 KM) WEST OF LANARK IN THE NORTHEAST 1/4 OF
 AH2973'SECTION 7, T 24 N, R 5 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2973'ROUTE 64 AND ILLINOIS ROUTE 78, PROCEED EAST ALONG ILLINOIS ROUTE 64
 AH2973'FOR APPROXIMATELY 1.0 MI (1.6 KM) TO THE STATION LOCATED ON THE LEFT
 AH2973'(NORTH) SIDE OF ILLINOIS ROUTE 64 AT THE NORTHWEST CORNER OF THE
 AH2973'INTERSECTION OF ILLINOIS ROUTE 64 AND BENTON STREET.  THE STATION IS
 AH2973'LOCATED 74.7 FT (22.8 M) NORTH OF THE CENTERLINE OF ILLINOIS ROUTE 64,
 AH2973'126.4 FT (38.5 M) WEST OF THE CENTERLINE OF BENTON STREET, 550 FT
 AH2973'(167.6 M) NORTHEAST OF A CARROLL COUNTY MILE MARKER 12 SIGN, 103.6 FT
 AH2973'(31.6 M) WEST OF THE NORTHWEST CORNER OF A CONCRETE HEADWALL TO A
 AH2973'CULVERT UNDER BENTON STREET, 58.7 FT (17.9 M) SOUTHWEST OF A CONCRETE
 AH2973'R.O.W.  MARKER, 108.7 FT (33.1 M) SOUTHWEST OF A POWER POLE, 18.2 FT
 AH2973'(5.5 M) SOUTH OF A LAND OF OZ SIGN, 6.3 FT (1.9 M) SOUTHEAST OF A
 AH2973'CONCRETE R.O.W.  MARKER, AND 1.5 FT (0.5 M) SOUTH OF AN ORANGE
 AH2973'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2973'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2973
 AH2973                          STATION RECOVERY (2001)
 AH2973
 AH2973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2973'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2973
 AH2973                          STATION RECOVERY (2003)
 AH2973
 AH2973'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2974 ***********************************************************************
 AH2974  DESIGNATION -  CAR64 3A
 AH2974  PID         -  AH2974
 AH2974  STATE/COUNTY-  IL/CARROLL
 AH2974  USGS QUAD   -  LANARK (1985)
 AH2974
 AH2974                         *CURRENT SURVEY CONTROL
 AH2974  ___________________________________________________________________
 AH2974* NAD 83(1997)-  42 05 47.44768(N)    089 46 09.81286(W)     ADJUSTED  
 AH2974* NAVD 88     -       275.5    (meters)     904.     (feet)  GPS OBS   
 AH2974  ___________________________________________________________________
 AH2974  X           -      19,077.785 (meters)                     COMP
 AH2974  Y           -  -4,739,960.676 (meters)                     COMP
 AH2974  Z           -   4,253,727.003 (meters)                     COMP
 AH2974  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AH2974  ELLIP HEIGHT-         242.55  (meters)          (12/06/04) GPS OBS
 AH2974  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AH2974
 AH2974  HORZ ORDER  -  FIRST
 AH2974  ELLP ORDER  -  FOURTH    CLASS I
 AH2974
 AH2974.The horizontal coordinates were established by GPS observations
 AH2974.and adjusted by the National Geodetic Survey in September 1998..
 AH2974
 AH2974.The orthometric height was determined by GPS observations and a
 AH2974.high-resolution geoid model.
 AH2974
 AH2974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2974
 AH2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2974
 AH2974.The ellipsoidal height was determined by GPS observations
 AH2974.and is referenced to NAD 83.
 AH2974
 AH2974.The geoid height was determined by GEOID03.
 AH2974
 AH2974;                    North         East     Units Scale Factor Converg.
 AH2974;SPC IL W     -   602,878.462   732,862.781   MT  0.99995446   +0 15 58.8
 AH2974;SPC IL W     - 1,977,943.75  2,404,400.64   sFT  0.99995446   +0 15 58.8
 AH2974;UTM  16      - 4,664,204.003   270,983.229   MT  1.00024541   -1 51 26.5
 AH2974
 AH2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2974!SPC IL W     -   0.99996196  x   0.99995446  =   0.99991642
 AH2974!UTM  16      -   0.99996196  x   1.00024541  =   1.00020736
 AH2974
 AH2974:                Primary Azimuth Mark                     Grid Az
 AH2974:SPC IL W     -  CAR64 3B                                 088 17 10.9
 AH2974:UTM  16      -  CAR64 3B                                 090 24 36.2
 AH2974
 AH2974|---------------------------------------------------------------------|
 AH2974| PID    Reference Object                     Distance      Geod. Az  |
 AH2974|                                                           dddmmss.s |
 AH2974| AH2975 CAR64 3B                            APPROX. 0.9 KM 0883309.7 |
 AH2974|---------------------------------------------------------------------|
 AH2974
 AH2974                          SUPERSEDED SURVEY CONTROL
 AH2974
 AH2974  ELLIP H (09/15/98)  242.61   (m)                       GP(       ) 3 1
 AH2974
 AH2974.Superseded values are not recommended for survey control.
 AH2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2974.See file dsdata.txt to determine how the superseded data were derived.
 AH2974
 AH2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7098364204(NAD 83)
 AH2974_MARKER: I = METAL ROD
 AH2974_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2974_STAMPING: CAR64-3A
 AH2974_MARK LOGO: ILDT  
 AH2974_PROJECTION: FLUSH
 AH2974_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2974+STABILITY: POSITION/ELEVATION WELL
 AH2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2974+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 AH2974_ROD/PIPE-DEPTH:  6.1 meters
 AH2974_SLEEVE-DEPTH  :  0.9 meters
 AH2974
 AH2974  HISTORY     - Date     Condition        Report By
 AH2974  HISTORY     - 1996     MONUMENTED       SECI
 AH2974  HISTORY     - 20011203 GOOD             NGS
 AH2974  HISTORY     - 20031004 GOOD             USPSQD
 AH2974
 AH2974                          STATION DESCRIPTION
 AH2974
 AH2974'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2974'STATION IS LOCATED APPROXIMATELY 3.3 MI (5.3 KM) EAST OF LANARK, 4.4
 AH2974'MI (7.1 KM) SOUTHWEST OF SHANNON IN THE NORTHEAST 1/4 OF SECTION 11, T
 AH2974'24 N, R 6 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND
 AH2974'ILLINOIS ROUTE 73, PROCEED EAST ALONG ILLINOIS ROUTE 64 FOR
 AH2974'APPROXIMATELY 3.25 MI (5.23 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2974'(SOUTH) SIDE OF ILLINOIS ROUTE 64, 0.27 MI (0.43 KM) WEST OF MAPLE
 AH2974'GROVE ROAD AND NEAR CARROLL COUNTY MILE MARKER 22.02.  THE STATION IS
 AH2974'LOCATED 26.3 FT (8.0 M) SOUTH OF THE CENTERLINE OF ILLINOIS ROUTE 64,
 AH2974'12.8 FT (3.9 M) EAST OF THE CENTER OF A FIELD ENTRANCE TO THE SOUTH,
 AH2974'104.7 FT (31.9 M) EAST OF A CARROLL COUNTY MILE MARKER 22.00, 30.9 FT
 AH2974'(9.4 M) NORTHEAST OF A FENCE CORNER TO A FENCE RUNNING WEST AND IS
 AH2974'LOCATED JUST WEST OF THE FIELD ENTRANCE TO THE SOUTH, 146.1 FT (44.5
 AH2974'M) SOUTHEAST OF A POWER POLE, 59.7 FT (18.2 M) SOUTHEAST OF A POWER
 AH2974'POLE, 59.2 FT (18.0 M) SOUTHEAST OF A CONCRETE R.O.W.  MARKER, 142.7
 AH2974'FT (43.5 M) SOUTHWEST OF A POWER POLE, 8.0 FT (2.4 M) NORTHEAST OF A
 AH2974'CONCRETE R.O.W.  MARKER, 7.9 FT (2.4 M) NORTH OF THE EAST-WEST FENCE
 AH2974'LINE, AND 1.7 FT (0.5 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2974'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2974'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2974
 AH2974                          STATION RECOVERY (2001)
 AH2974
 AH2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2974'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2974
 AH2974                          STATION RECOVERY (2003)
 AH2974
 AH2974'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2975 ***********************************************************************
 AH2975  DESIGNATION -  CAR64 3B
 AH2975  PID         -  AH2975
 AH2975  STATE/COUNTY-  IL/CARROLL
 AH2975  USGS QUAD   -  LANARK (1985)
 AH2975
 AH2975                         *CURRENT SURVEY CONTROL
 AH2975  ___________________________________________________________________
 AH2975* NAD 83(1997)-  42 05 48.17107(N)    089 45 31.27390(W)     ADJUSTED  
 AH2975* NAVD 88     -       277.0    (meters)     909.     (feet)  GPS OBS   
 AH2975  ___________________________________________________________________
 AH2975  X           -      19,963.351 (meters)                     COMP
 AH2975  Y           -  -4,739,943.171 (meters)                     COMP
 AH2975  Z           -   4,253,744.564 (meters)                     COMP
 AH2975  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AH2975  ELLIP HEIGHT-         244.04  (meters)          (12/06/04) GPS OBS
 AH2975  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AH2975
 AH2975  HORZ ORDER  -  FIRST
 AH2975  ELLP ORDER  -  FOURTH    CLASS I
 AH2975
 AH2975.The horizontal coordinates were established by GPS observations
 AH2975.and adjusted by the National Geodetic Survey in September 1998..
 AH2975
 AH2975.The orthometric height was determined by GPS observations and a
 AH2975.high-resolution geoid model.
 AH2975
 AH2975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2975
 AH2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2975
 AH2975.The ellipsoidal height was determined by GPS observations
 AH2975.and is referenced to NAD 83.
 AH2975
 AH2975.The geoid height was determined by GEOID03.
 AH2975
 AH2975;                    North         East     Units Scale Factor Converg.
 AH2975;SPC IL W     -   602,904.953   733,748.223   MT  0.99995519   +0 16 24.6
 AH2975;SPC IL W     - 1,978,030.67  2,407,305.63   sFT  0.99995519   +0 16 24.6
 AH2975;UTM  16      - 4,664,197.661   271,869.300   MT  1.00024042   -1 51 00.6
 AH2975
 AH2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2975!SPC IL W     -   0.99996173  x   0.99995519  =   0.99991692
 AH2975!UTM  16      -   0.99996173  x   1.00024042  =   1.00020214
 AH2975
 AH2975:                Primary Azimuth Mark                     Grid Az
 AH2975:SPC IL W     -  CAR64 3A                                 268 17 10.9
 AH2975:UTM  16      -  CAR64 3A                                 270 24 36.1
 AH2975
 AH2975|---------------------------------------------------------------------|
 AH2975| PID    Reference Object                     Distance      Geod. Az  |
 AH2975|                                                           dddmmss.s |
 AH2975| AH2974 CAR64 3A                            APPROX. 0.9 KM 2683335.5 |
 AH2975|---------------------------------------------------------------------|
 AH2975
 AH2975                          SUPERSEDED SURVEY CONTROL
 AH2975
 AH2975  ELLIP H (09/15/98)  244.10   (m)                       GP(       ) 3 1
 AH2975
 AH2975.Superseded values are not recommended for survey control.
 AH2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2975.See file dsdata.txt to determine how the superseded data were derived.
 AH2975
 AH2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7186964198(NAD 83)
 AH2975_MARKER: I = METAL ROD
 AH2975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2975_STAMPING: CAR64-3B
 AH2975_MARK LOGO: ILDT  
 AH2975_PROJECTION: FLUSH
 AH2975_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2975+STABILITY: POSITION/ELEVATION WELL
 AH2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2975+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 AH2975_ROD/PIPE-DEPTH:  3.7 meters
 AH2975_SLEEVE-DEPTH  :  0.9 meters
 AH2975
 AH2975  HISTORY     - Date     Condition        Report By
 AH2975  HISTORY     - 1996     MONUMENTED       SECI
 AH2975  HISTORY     - 20011203 GOOD             NGS
 AH2975  HISTORY     - 20031004 GOOD             USPSQD
 AH2975
 AH2975                          STATION DESCRIPTION
 AH2975
 AH2975'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2975'STATION IS LOCATED APPROXIMATELY 3.8 MI (6.1 KM) EAST OF LANARK, 4.0
 AH2975'MI (6.4 KM) SOUTHWEST OF SHANNON IN THE SOUTHWEST 1/4 OF SECTION 1, T
 AH2975'24 N, R 6 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND
 AH2975'ILLINOIS ROUTE 73, PROCEED EAST ALONG ILLINOIS ROUTE 64 FOR
 AH2975'APPROXIMATELY 3.8 MI (6.1 KM) TO THE STATION LOCATED ON THE LEFT
 AH2975'(NORTH) SIDE OF ILLINOIS ROUTE 64 NEAR CARROLL COUNTY MILE MARKER
 AH2975'22.57.  THE STATION IS ALSO 0.25 MI (0.40 KM) EAST OF MAPLE GROVE
 AH2975'ROAD.  THE STATION IS LOCATED 29.7 FT (9.1 M) NORTH OF THE CENTERLINE
 AH2975'OF ILLINOIS ROUTE 64, 51.1 FT (15.6 M) EAST OF A POWER POLE, 123.9 FT
 AH2975'(37.8 M) EST OF A POWER POLE, 41.7 FT (12.7 M) WEST OF A NO PASSING
 AH2975'ZONE SIGN, AND 1.8 FT (0.5 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS
 AH2975'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2975'NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2975
 AH2975                          STATION RECOVERY (2001)
 AH2975
 AH2975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2975'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2975
 AH2975                          STATION RECOVERY (2003)
 AH2975
 AH2975'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2976 ***********************************************************************
 AH2976  DESIGNATION -  CAR73 1A
 AH2976  PID         -  AH2976
 AH2976  STATE/COUNTY-  IL/CARROLL
 AH2976  USGS QUAD   -  BOONE BRANCH (1985)
 AH2976
 AH2976                         *CURRENT SURVEY CONTROL
 AH2976  ___________________________________________________________________
 AH2976* NAD 83(1997)-  42 09 55.87228(N)    089 49 26.57750(W)     ADJUSTED  
 AH2976* NAVD 88     -       273.4    (meters)     897.     (feet)  GPS OBS   
 AH2976  ___________________________________________________________________
 AH2976  X           -      14,540.334 (meters)                     COMP
 AH2976  Y           -  -4,734,833.032 (meters)                     COMP
 AH2976  Z           -   4,259,410.205 (meters)                     COMP
 AH2976  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH2976  ELLIP HEIGHT-         240.36  (meters)          (12/06/04) GPS OBS
 AH2976  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AH2976
 AH2976  HORZ ORDER  -  FIRST
 AH2976  ELLP ORDER  -  FOURTH    CLASS I
 AH2976
 AH2976.The horizontal coordinates were established by GPS observations
 AH2976.and adjusted by the National Geodetic Survey in September 1998..
 AH2976
 AH2976.The orthometric height was determined by GPS observations and a
 AH2976.high-resolution geoid model.
 AH2976
 AH2976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2976
 AH2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2976
 AH2976.The ellipsoidal height was determined by GPS observations
 AH2976.and is referenced to NAD 83.
 AH2976
 AH2976.The geoid height was determined by GEOID03.
 AH2976
 AH2976;                    North         East     Units Scale Factor Converg.
 AH2976;SPC IL W     -   610,523.446   728,310.779   MT  0.99995103   +0 13 48.0
 AH2976;SPC IL W     - 2,003,025.67  2,389,466.28   sFT  0.99995103   +0 13 48.0
 AH2976;UTM  16      - 4,672,014.905   266,716.548   MT  1.00026967   -1 53 47.6
 AH2976
 AH2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2976!SPC IL W     -   0.99996230  x   0.99995103  =   0.99991334
 AH2976!UTM  16      -   0.99996230  x   1.00026967  =   1.00023196
 AH2976
 AH2976:                Primary Azimuth Mark                     Grid Az
 AH2976:SPC IL W     -  CAR73 1B                                 357 33 46.4
 AH2976:UTM  16      -  CAR73 1B                                 359 41 22.0
 AH2976
 AH2976|---------------------------------------------------------------------|
 AH2976| PID    Reference Object                     Distance      Geod. Az  |
 AH2976|                                                           dddmmss.s |
 AH2976| AH2977 CAR73 1B                            APPROX. 1.3 KM 3574734.4 |
 AH2976|---------------------------------------------------------------------|
 AH2976
 AH2976                          SUPERSEDED SURVEY CONTROL
 AH2976
 AH2976  ELLIP H (09/15/98)  240.43   (m)                       GP(       ) 3 1
 AH2976
 AH2976.Superseded values are not recommended for survey control.
 AH2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2976.See file dsdata.txt to determine how the superseded data were derived.
 AH2976
 AH2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6671772015(NAD 83)
 AH2976_MARKER: I = METAL ROD
 AH2976_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2976_STAMPING: CAR73-1A
 AH2976_MARK LOGO: ILDT  
 AH2976_PROJECTION: FLUSH
 AH2976_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2976+STABILITY: POSITION/ELEVATION WELL
 AH2976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2976+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 AH2976_ROD/PIPE-DEPTH:  2.4 meters
 AH2976_SLEEVE-DEPTH  :  0.9 meters
 AH2976
 AH2976  HISTORY     - Date     Condition        Report By
 AH2976  HISTORY     - 1996     MONUMENTED       SECI
 AH2976  HISTORY     - 20011203 GOOD             NGS
 AH2976  HISTORY     - 20031004 GOOD             USPSQD
 AH2976
 AH2976                          STATION DESCRIPTION
 AH2976
 AH2976'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2976'STATION IS LOCATED APPROXIMATELY 4.4 MI (7.1 KM) NORTH OF LANARK, 4.3
 AH2976'MI (6.9 KM) WEST OF SHANNON IN THE NORTHWEST 1/4 OF SECTION 16, T 25
 AH2976'N, R 6 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 73 AND
 AH2976'ILLINOIS ROUTE 72, PROCEED NORTH ALONG ILLINOIS ROUTE 73 FOR
 AH2976'APPROXIMATELY 0.8 MI (1.3 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2976'(EAST) SIDE OF ILLINOIS ROUTE 73 AT THE TOP OF THE ROADWAY CUT.  THE
 AH2976'STATION IS ALSO 0.2 MI (0.3 KM) SOUTH OF PAYNE ROAD.  THE STATION IS
 AH2976'LOCATED 37.0 FT (11.3 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 73,
 AH2976'113.0 FT (34.4 M) NORTHEAST OF A POWER POLE, 115.3 FT (35.1 M)
 AH2976'NORTHEAST OF A CONCRETE R.O.W.  MARKER, 81.6 FT (24.9 M) NORTH OF A
 AH2976'POWER POLE, 87.3 FT (26.6 M) NORTH OF A CONCRETE R.O.W.  MARKER, 66.2
 AH2976'FT (20.2 M) SOUTH OF A POWER POLE, 83.4 FT (25.4 M) SOUTH OF A
 AH2976'CONCRETE R.O.W.  MARKER, 446.2 FT (136.0 M) SOUTH OF A CARROLL COUNTY
 AH2976'MILE MARKER 5.00 SIGN, AND 1.4 FT (0.4 M) WEST OF AN ORANGE FIBERGLASS
 AH2976'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH2976'CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2976
 AH2976                          STATION RECOVERY (2001)
 AH2976
 AH2976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2976'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2976
 AH2976                          STATION RECOVERY (2003)
 AH2976
 AH2976'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2977 ***********************************************************************
 AH2977  DESIGNATION -  CAR73 1B
 AH2977  PID         -  AH2977
 AH2977  STATE/COUNTY-  IL/CARROLL
 AH2977  USGS QUAD   -  BOONE BRANCH (1985)
 AH2977
 AH2977                         *CURRENT SURVEY CONTROL
 AH2977  ___________________________________________________________________
 AH2977* NAD 83(1997)-  42 10 38.62162(N)    089 49 28.79255(W)     ADJUSTED  
 AH2977* NAVD 88     -       286.1    (meters)     939.     (feet)  GPS OBS   
 AH2977  ___________________________________________________________________
 AH2977  X           -      14,486.806 (meters)                     COMP
 AH2977  Y           -  -4,733,957.003 (meters)                     COMP
 AH2977  Z           -   4,260,396.302 (meters)                     COMP
 AH2977  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AH2977  ELLIP HEIGHT-         253.00  (meters)          (12/06/04) GPS OBS
 AH2977  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH2977
 AH2977  HORZ ORDER  -  FIRST
 AH2977  ELLP ORDER  -  FOURTH    CLASS I
 AH2977
 AH2977.The horizontal coordinates were established by GPS observations
 AH2977.and adjusted by the National Geodetic Survey in September 1998..
 AH2977
 AH2977.The orthometric height was determined by GPS observations and a
 AH2977.high-resolution geoid model.
 AH2977
 AH2977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2977
 AH2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2977
 AH2977.The ellipsoidal height was determined by GPS observations
 AH2977.and is referenced to NAD 83.
 AH2977
 AH2977.The geoid height was determined by GEOID03.
 AH2977
 AH2977;                    North         East     Units Scale Factor Converg.
 AH2977;SPC IL W     -   611,842.181   728,254.651   MT  0.99995100   +0 13 46.7
 AH2977;SPC IL W     - 2,007,352.22  2,389,282.13   sFT  0.99995100   +0 13 46.7
 AH2977;UTM  16      - 4,673,335.236   266,709.397   MT  1.00026971   -1 53 50.7
 AH2977
 AH2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2977!SPC IL W     -   0.99996032  x   0.99995100  =   0.99991132
 AH2977!UTM  16      -   0.99996032  x   1.00026971  =   1.00023002
 AH2977
 AH2977:                Primary Azimuth Mark                     Grid Az
 AH2977:SPC IL W     -  CAR73 1A                                 177 33 46.2
 AH2977:UTM  16      -  CAR73 1A                                 179 41 23.6
 AH2977
 AH2977|---------------------------------------------------------------------|
 AH2977| PID    Reference Object                     Distance      Geod. Az  |
 AH2977|                                                           dddmmss.s |
 AH2977| AH2976 CAR73 1A                            APPROX. 1.3 KM 1774732.9 |
 AH2977|---------------------------------------------------------------------|
 AH2977
 AH2977                          SUPERSEDED SURVEY CONTROL
 AH2977
 AH2977  ELLIP H (09/15/98)  253.07   (m)                       GP(       ) 3 1
 AH2977
 AH2977.Superseded values are not recommended for survey control.
 AH2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2977.See file dsdata.txt to determine how the superseded data were derived.
 AH2977
 AH2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6670973335(NAD 83)
 AH2977_MARKER: I = METAL ROD
 AH2977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2977_STAMPING: CAR73-1B
 AH2977_MARK LOGO: ILDT  
 AH2977_PROJECTION: FLUSH
 AH2977_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2977+STABILITY: POSITION/ELEVATION WELL
 AH2977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2977+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 AH2977_ROD/PIPE-DEPTH:  2.4 meters
 AH2977_SLEEVE-DEPTH  :  0.9 meters
 AH2977
 AH2977  HISTORY     - Date     Condition        Report By
 AH2977  HISTORY     - 1996     MONUMENTED       SECI
 AH2977  HISTORY     - 20011203 GOOD             NGS
 AH2977  HISTORY     - 20031004 GOOD             USPSQD
 AH2977
 AH2977                          STATION DESCRIPTION
 AH2977
 AH2977'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2977'STATION IS LOCATED APPROXIMATELY 5.25 MI (8.45 KM) NORTH OF LANARK,
 AH2977'4.3 MI (6.9 KM) WEST OF SHANNON IN THE SOUTHEAST 1/4 OF SECTION 8, T
 AH2977'25 N, R 6 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 73 AND
 AH2977'ILLINOIS ROUTE 72, PROCEED NORTH ALONG ILLINOIS ROUTE 73 FOR
 AH2977'APPROXIMATELY 1.6 MI (2.6 KM) TO THE STATION LOCATED ON THE LEFT
 AH2977'(WEST) SIDE OF ILLINOIS ROUTE 73.  THE STATION IS ALSO 0.6 MI (1.0 KM)
 AH2977'NORTH OF PAYNE ROAD.  THE STATION IS LOCATED 40.5 FT (12.3 M) WEST OF
 AH2977'THE CENTERLINE OF ILLINOIS ROUTE 73, 388 FT (118.3 M) NORTH OF A
 AH2977'PRIVATE DRIVE TO THE WEST, 236.5 FT (72.1 M) NORTHWEST OF A POWER
 AH2977'POLE, 231.5 FT (70.6 M) SOUTHWEST OF A POWER POLE, 78.6 FT (24.0 M)
 AH2977'WEST OF A POWER POLE, 43.7 FT (13.3 M) NORTH OF A WARNING UNDERGROUND
 AH2977'TELEPHONE CABLE SIGN, 154.1 FT (47.0 M) NORTH OF A FENCE CORNER TO A
 AH2977'FENCE THAT RUNS NORTH, 2.5 FT (0.8 M) EAST OF THE NORTH-SOUTH FENCE
 AH2977'LINE, AND 2.0 FT (0.6 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2977'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2977'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2977
 AH2977                          STATION RECOVERY (2001)
 AH2977
 AH2977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2977'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2977
 AH2977                          STATION RECOVERY (2003)
 AH2977
 AH2977'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2962 ***********************************************************************
 AH2962  DESIGNATION -  CAR78 1A
 AH2962  PID         -  AH2962
 AH2962  STATE/COUNTY-  IL/CARROLL
 AH2962  USGS QUAD   -  FAIR HAVEN (1985)
 AH2962
 AH2962                         *CURRENT SURVEY CONTROL
 AH2962  ___________________________________________________________________
 AH2962* NAD 83(1997)-  41 59 43.46068(N)    089 59 18.53616(W)     ADJUSTED  
 AH2962* NAVD 88     -       244.0    (meters)     801.     (feet)  GPS OBS   
 AH2962  ___________________________________________________________________
 AH2962  X           -         954.353 (meters)                     COMP
 AH2962  Y           -  -4,747,497.084 (meters)                     COMP
 AH2962  Z           -   4,245,365.730 (meters)                     COMP
 AH2962  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AH2962  ELLIP HEIGHT-         210.94  (meters)          (12/06/04) GPS OBS
 AH2962  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2962
 AH2962  HORZ ORDER  -  FIRST
 AH2962  ELLP ORDER  -  FOURTH    CLASS I
 AH2962
 AH2962.The horizontal coordinates were established by GPS observations
 AH2962.and adjusted by the National Geodetic Survey in September 1998..
 AH2962
 AH2962.The orthometric height was determined by GPS observations and a
 AH2962.high-resolution geoid model.
 AH2962
 AH2962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2962
 AH2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2962
 AH2962.The ellipsoidal height was determined by GPS observations
 AH2962.and is referenced to NAD 83.
 AH2962
 AH2962.The geoid height was determined by GEOID03.
 AH2962
 AH2962;                    North         East     Units Scale Factor Converg.
 AH2962;SPC IL W     -   591,587.672   714,762.909   MT  0.99994386   +0 07 09.2
 AH2962;SPC IL W     - 1,940,900.55  2,345,017.98   sFT  0.99994386   +0 07 09.2
 AH2962;UTM  16      - 4,653,587.332   252,471.268   MT  1.00035400   -2 00 01.9
 AH2962;UTM  15      - 4,653,654.241   749,436.890   MT  1.00036567   +2 00 57.4
 AH2962
 AH2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2962!SPC IL W     -   0.99996692  x   0.99994386  =   0.99991078
 AH2962!UTM  16      -   0.99996692  x   1.00035400  =   1.00032091
 AH2962!UTM  15      -   0.99996692  x   1.00036567  =   1.00033257
 AH2962
 AH2962:                Primary Azimuth Mark                     Grid Az
 AH2962:SPC IL W     -  CAR78 1B                                 002 04 51.1
 AH2962:UTM  16      -  CAR78 1B                                 004 12 02.2
 AH2962:UTM  15      -  CAR78 1B                                 000 11 02.9
 AH2962
 AH2962|---------------------------------------------------------------------|
 AH2962| PID    Reference Object                     Distance      Geod. Az  |
 AH2962|                                                           dddmmss.s |
 AH2962| AH2963 CAR78 1B                            APPROX. 0.6 KM 0021200.3 |
 AH2962|---------------------------------------------------------------------|
 AH2962
 AH2962                          SUPERSEDED SURVEY CONTROL
 AH2962
 AH2962  ELLIP H (09/15/98)  211.00   (m)                       GP(       ) 3 1
 AH2962
 AH2962.Superseded values are not recommended for survey control.
 AH2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2962.See file dsdata.txt to determine how the superseded data were derived.
 AH2962
 AH2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5247153587(NAD 83)
 AH2962_MARKER: I = METAL ROD
 AH2962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2962_STAMPING: CAR78-1A
 AH2962_MARK LOGO: ILDT  
 AH2962_PROJECTION: RECESSED 5 CENTIMETERS
 AH2962_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2962+STABILITY: POSITION/ELEVATION WELL
 AH2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2962+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2962_ROD/PIPE-DEPTH:  3.7 meters
 AH2962_SLEEVE-DEPTH  :  0.9 meters
 AH2962
 AH2962  HISTORY     - Date     Condition        Report By
 AH2962  HISTORY     - 1996     MONUMENTED       SECI
 AH2962  HISTORY     - 20011203 GOOD             NGS
 AH2962  HISTORY     - 20030923 GOOD             USPSQD
 AH2962
 AH2962                          STATION DESCRIPTION
 AH2962
 AH2962'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2962'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) SOUTHEAST OF ARGO,
 AH2962'5.3 MI (8.5 KM) SOUTHWEST OF CHADWICK, 6.2 MI (10.0 KM) NORTHEAST OF
 AH2962'HOMSON, 7.0 MI (11.3 KM) SOUTH OF MT.  CARROL IN THE SOUTHWEST 1/4 OF
 AH2962'SECTION 12, T 23 N, R 4 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2962'ROUTE 78 AND U.S.  ROUTE 30, PROCEED NORTH ALONG ILLINOIS ROUTE 78 FOR
 AH2962'APPROXIMATELY 12.0 MI (19.3 KM) TO THE STATION LOCATED 0.55 MI (0.89
 AH2962'KM) SOUTH OF THE INTERSECTION OF ILLINOIS ROUTE 78 AND ARGO-FAY ROAD
 AH2962'ON THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 78.  THE STATION IS LOCATED
 AH2962'38.4 FT (11.7 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 78, 39 FT
 AH2962'(11.9 M) SOUTH OF A GRASS FIELD ENTRANCE TO THE WEST, 127.7 FT (38.9
 AH2962'M) NORTHWEST OF A POWER POLE, 124.5 FT (37.9 M) SOUTHWEST OF A POWER
 AH2962'POLE, AND 1.8 FT (0.5 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2962'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2962'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2962
 AH2962                          STATION RECOVERY (2001)
 AH2962
 AH2962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2962'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2962
 AH2962                          STATION RECOVERY (2003)
 AH2962
 AH2962'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2963 ***********************************************************************
 AH2963  DESIGNATION -  CAR78 1B
 AH2963  PID         -  AH2963
 AH2963  STATE/COUNTY-  IL/CARROLL
 AH2963  USGS QUAD   -  MT CARROLL (1985)
 AH2963
 AH2963                         *CURRENT SURVEY CONTROL
 AH2963  ___________________________________________________________________
 AH2963* NAD 83(1997)-  42 00 03.74052(N)    089 59 17.49164(W)     ADJUSTED  
 AH2963* NAVD 88     -       212.9    (meters)     698.     (feet)  GPS OBS   
 AH2963  ___________________________________________________________________
 AH2963  X           -         978.303 (meters)                     COMP
 AH2963  Y           -  -4,747,055.355 (meters)                     COMP
 AH2963  Z           -   4,245,810.000 (meters)                     COMP
 AH2963  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AH2963  ELLIP HEIGHT-         179.93  (meters)          (12/06/04) GPS OBS
 AH2963  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2963
 AH2963  HORZ ORDER  -  FIRST
 AH2963  ELLP ORDER  -  FOURTH    CLASS I
 AH2963
 AH2963.The horizontal coordinates were established by GPS observations
 AH2963.and adjusted by the National Geodetic Survey in September 1998..
 AH2963
 AH2963.The orthometric height was determined by GPS observations and a
 AH2963.high-resolution geoid model.
 AH2963
 AH2963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2963
 AH2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2963
 AH2963.The ellipsoidal height was determined by GPS observations
 AH2963.and is referenced to NAD 83.
 AH2963
 AH2963.The geoid height was determined by GEOID03.
 AH2963
 AH2963;                    North         East     Units Scale Factor Converg.
 AH2963;SPC IL W     -   592,213.393   714,785.644   MT  0.99994387   +0 07 09.9
 AH2963;SPC IL W     - 1,942,953.44  2,345,092.57   sFT  0.99994387   +0 07 09.9
 AH2963;UTM  16      - 4,654,212.040   252,517.151   MT  1.00035372   -2 00 02.0
 AH2963;UTM  15      - 4,654,280.636   749,438.902   MT  1.00036568   +2 00 58.9
 AH2963
 AH2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2963!SPC IL W     -   0.99997178  x   0.99994387  =   0.99991565
 AH2963!UTM  16      -   0.99997178  x   1.00035372  =   1.00032549
 AH2963!UTM  15      -   0.99997178  x   1.00036568  =   1.00033745
 AH2963
 AH2963:                Primary Azimuth Mark                     Grid Az
 AH2963:SPC IL W     -  CAR78 1A                                 182 04 51.1
 AH2963:UTM  16      -  CAR78 1A                                 184 12 03.0
 AH2963:UTM  15      -  CAR78 1A                                 180 11 02.1
 AH2963
 AH2963|---------------------------------------------------------------------|
 AH2963| PID    Reference Object                     Distance      Geod. Az  |
 AH2963|                                                           dddmmss.s |
 AH2963| AH2962 CAR78 1A                            APPROX. 0.6 KM 1821201.0 |
 AH2963|---------------------------------------------------------------------|
 AH2963
 AH2963                          SUPERSEDED SURVEY CONTROL
 AH2963
 AH2963  ELLIP H (09/15/98)  179.99   (m)                       GP(       ) 3 1
 AH2963
 AH2963.Superseded values are not recommended for survey control.
 AH2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2963.See file dsdata.txt to determine how the superseded data were derived.
 AH2963
 AH2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5251754212(NAD 83)
 AH2963_MARKER: I = METAL ROD
 AH2963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2963_STAMPING: CAR78-1B
 AH2963_MARK LOGO: ILDT  
 AH2963_PROJECTION: RECESSED 3 CENTIMETERS
 AH2963_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2963+STABILITY: POSITION/ELEVATION WELL
 AH2963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2963+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2963_ROD/PIPE-DEPTH:  3.7 meters
 AH2963_SLEEVE-DEPTH  :  0.9 meters
 AH2963
 AH2963  HISTORY     - Date     Condition        Report By
 AH2963  HISTORY     - 1996     MONUMENTED       SECI
 AH2963  HISTORY     - 20011203 GOOD             NGS
 AH2963  HISTORY     - 20030923 GOOD             USPSQD
 AH2963
 AH2963                          STATION DESCRIPTION
 AH2963
 AH2963'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2963'STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) SOUTHEAST OF ARGO,
 AH2963'5.1 MI (8.2 KM) SOUTHWEST OF CHADWICK, 6.7 MI (10.8 KM) NORTHEAST OF
 AH2963'HOMSON, 6.5 MI (10.5 KM) SOUTH OF MT.  CARROL IN THE NORTHEAST 1/4 OF
 AH2963'SECTION 12, T 23 N, R 4 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2963'ROUTE 78 AND U.S.  ROUTE 30, PROCEED NORTH ALONG ILLINOIS ROUTE 78 FOR
 AH2963'APPROXIMATELY 12.4 MI (20.0 KM) TO THE STATION LOCATED 0.1 MI (0.2 KM)
 AH2963'SOUTH OF THE INTERSECTION OF ILLINOIS ROUTE 78 AND ARGO-FAY ROAD ON
 AH2963'THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 78.  THE STATION IS LOCATED
 AH2963'38.4 FT (11.7 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 78, 159.8 FT
 AH2963'(48.7 M) NORTH OF A POWER POLE, 244.0 FT (74.4 M) SOUTH OF A POWER
 AH2963'POLE, 212.9 FT (64.9 M) SOUTH OF A 36-IN DAIMETER TREE, 23.5 FT (7.2
 AH2963'M) SOUTH OF A POWER POLE, 1.7 FT (0.5 M) WEST OF THE NORTH-SOUTH FENCE
 AH2963'LINE, AND 1.4 FT (0.4 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST
 AH2963'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2963'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2963
 AH2963                          STATION RECOVERY (2001)
 AH2963
 AH2963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2963'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2963
 AH2963                          STATION RECOVERY (2003)
 AH2963
 AH2963'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2966 ***********************************************************************
 AH2966  DESIGNATION -  CAR84 1A
 AH2966  PID         -  AH2966
 AH2966  STATE/COUNTY-  IL/CARROLL
 AH2966  USGS QUAD   -  THOMSON (1985)
 AH2966
 AH2966                         *CURRENT SURVEY CONTROL
 AH2966  ___________________________________________________________________
 AH2966* NAD 83(1997)-  41 56 27.01287(N)    090 05 56.22992(W)     ADJUSTED  
 AH2966* NAVD 88     -       180.8    (meters)     593.     (feet)  GPS OBS   
 AH2966  ___________________________________________________________________
 AH2966  X           -      -8,206.087 (meters)                     COMP
 AH2966  Y           -  -4,751,496.375 (meters)                     COMP
 AH2966  Z           -   4,240,816.798 (meters)                     COMP
 AH2966  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AH2966  ELLIP HEIGHT-         147.73  (meters)          (12/06/04) GPS OBS
 AH2966  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AH2966
 AH2966  HORZ ORDER  -  FIRST
 AH2966  ELLP ORDER  -  FOURTH    CLASS I
 AH2966
 AH2966.The horizontal coordinates were established by GPS observations
 AH2966.and adjusted by the National Geodetic Survey in September 1998..
 AH2966
 AH2966.The orthometric height was determined by GPS observations and a
 AH2966.high-resolution geoid model.
 AH2966
 AH2966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2966
 AH2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2966
 AH2966.The ellipsoidal height was determined by GPS observations
 AH2966.and is referenced to NAD 83.
 AH2966
 AH2966.The geoid height was determined by GEOID03.
 AH2966
 AH2966;                    North         East     Units Scale Factor Converg.
 AH2966;SPC IL W     -   585,513.781   705,615.013   MT  0.99994156   +0 02 42.9
 AH2966;SPC IL W     - 1,920,973.13  2,315,005.26   sFT  0.99994156   +0 02 42.9
 AH2966;UTM  15      - 4,647,278.540   740,491.382   MT  1.00031174   +1 56 23.6
 AH2966
 AH2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2966!SPC IL W     -   0.99997683  x   0.99994156  =   0.99991839
 AH2966!UTM  15      -   0.99997683  x   1.00031174  =   1.00028856
 AH2966
 AH2966:                Primary Azimuth Mark                     Grid Az
 AH2966:SPC IL W     -  CAR84 1B                                 359 17 09.7
 AH2966:UTM  15      -  CAR84 1B                                 357 23 29.0
 AH2966
 AH2966|---------------------------------------------------------------------|
 AH2966| PID    Reference Object                     Distance      Geod. Az  |
 AH2966|                                                           dddmmss.s |
 AH2966| AH2967 CAR84 1B                            APPROX. 0.7 KM 3591952.6 |
 AH2966|---------------------------------------------------------------------|
 AH2966
 AH2966                          SUPERSEDED SURVEY CONTROL
 AH2966
 AH2966  ELLIP H (09/15/98)  147.77   (m)                       GP(       ) 3 1
 AH2966
 AH2966.Superseded values are not recommended for survey control.
 AH2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2966.See file dsdata.txt to determine how the superseded data were derived.
 AH2966
 AH2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4049147279(NAD 83)
 AH2966_MARKER: I = METAL ROD
 AH2966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2966_STAMPING: CAR84-1A
 AH2966_MARK LOGO: ILDT  
 AH2966_PROJECTION: RECESSED 5 CENTIMETERS
 AH2966_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2966+STABILITY: POSITION/ELEVATION WELL
 AH2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2966+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2966_ROD/PIPE-DEPTH: 14.6 meters
 AH2966_SLEEVE-DEPTH  :  0.9 meters
 AH2966
 AH2966  HISTORY     - Date     Condition        Report By
 AH2966  HISTORY     - 1996     MONUMENTED       SECI
 AH2966  HISTORY     - 20011203 GOOD             NGS
 AH2966  HISTORY     - 20030923 GOOD             USPSQD
 AH2966
 AH2966                          STATION DESCRIPTION
 AH2966
 AH2966'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2966'STATION IS LOCATED APPROXIMATELY 1.3 MI (2.1 KM) SOUTH OF THOMPSON,
 AH2966'5.8 MI (9.3 KM) SOUTHEAST OF ARGO IN THE NORTHEAST 1/4 OF SECTION 36,
 AH2966'T 23 N, R 3 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 84 AND
 AH2966'U.S.  ROUTE 30, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR
 AH2966'APPROXIMATELY 7.6 MI (12.2 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2966'(EAST) SIDE OF ILLINOIS ROUTE 84, JUST NORTH OF A SMALL METAL BUILDING
 AH2966'ON THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 0.87.
 AH2966'TO REACH FROM THE JUNCTION OF ILINOIS ROUTE 84 AND ILLINOIS ROUTE 136,
 AH2966'PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR APPROXIMATELY 5.9 MI (9.5
 AH2966'KM) TO THE STATION LOCATED ON THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE
 AH2966'84, JUST NORTH OF A SMALL METAL BUILDING ON THE LEFT (WEST) SIDE OF
 AH2966'ILLINOIS ROUTE 84 NEAR MILE MARKER O.87.  THE STATION IS LOCATED 49.5
 AH2966'FT (15.1 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 84, 121.7 FT
 AH2966'(37.1 M) NORTHEAST OF THE NORTHEAST FENCE CORNER OF A FENCE AROUND A
 AH2966'SMALL METAL BUILDING, 68.5 FT (20.9 M) NORTHEAST OF A NO PASSING ZONE
 AH2966'SIGN, 41.2 FT (12.6 M) NORTH OF POWER POLE WITH A GUY WIRE AND A
 AH2966'TRANSFORMER (LAST POWER POLE TO THE SOUTH) , 250.4 FT (76.3 M) SOUTH
 AH2966'OF A POWER POLE, AND 1.5 FT (0.5 M) WEST OF AN ORANGE FIBERGLASS
 AH2966'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH2966'CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2966
 AH2966                          STATION RECOVERY (2001)
 AH2966
 AH2966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2966'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2966
 AH2966                          STATION RECOVERY (2003)
 AH2966
 AH2966'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2967 ***********************************************************************
 AH2967  DESIGNATION -  CAR84 1B
 AH2967  PID         -  AH2967
 AH2967  STATE/COUNTY-  IL/CARROLL
 AH2967  USGS QUAD   -  THOMSON (1985)
 AH2967
 AH2967                         *CURRENT SURVEY CONTROL
 AH2967  ___________________________________________________________________
 AH2967* NAD 83(1997)-  41 56 49.58211(N)    090 05 56.58278(W)     ADJUSTED  
 AH2967* NAVD 88     -       181.6    (meters)     596.     (feet)  GPS OBS   
 AH2967  ___________________________________________________________________
 AH2967  X           -      -8,213.411 (meters)                     COMP
 AH2967  Y           -  -4,751,031.504 (meters)                     COMP
 AH2967  Z           -   4,241,335.273 (meters)                     COMP
 AH2967  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AH2967  ELLIP HEIGHT-         148.52  (meters)          (12/06/04) GPS OBS
 AH2967  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AH2967
 AH2967  HORZ ORDER  -  FIRST
 AH2967  ELLP ORDER  -  FOURTH    CLASS I
 AH2967
 AH2967.The horizontal coordinates were established by GPS observations
 AH2967.and adjusted by the National Geodetic Survey in September 1998..
 AH2967
 AH2967.The orthometric height was determined by GPS observations and a
 AH2967.high-resolution geoid model.
 AH2967
 AH2967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2967
 AH2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2967
 AH2967.The ellipsoidal height was determined by GPS observations
 AH2967.and is referenced to NAD 83.
 AH2967
 AH2967.The geoid height was determined by GEOID03.
 AH2967
 AH2967;                    North         East     Units Scale Factor Converg.
 AH2967;SPC IL W     -   586,210.071   705,606.336   MT  0.99994156   +0 02 42.7
 AH2967;SPC IL W     - 1,923,257.54  2,314,976.79   sFT  0.99994156   +0 02 42.7
 AH2967;UTM  15      - 4,647,974.420   740,459.676   MT  1.00031155   +1 56 24.2
 AH2967
 AH2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2967!SPC IL W     -   0.99997671  x   0.99994156  =   0.99991827
 AH2967!UTM  15      -   0.99997671  x   1.00031155  =   1.00028825
 AH2967
 AH2967:                Primary Azimuth Mark                     Grid Az
 AH2967:SPC IL W     -  CAR84 1A                                 179 17 09.7
 AH2967:UTM  15      -  CAR84 1A                                 177 23 28.2
 AH2967
 AH2967|---------------------------------------------------------------------|
 AH2967| PID    Reference Object                     Distance      Geod. Az  |
 AH2967|                                                           dddmmss.s |
 AH2967| AH2966 CAR84 1A                            APPROX. 0.7 KM 1791952.4 |
 AH2967|---------------------------------------------------------------------|
 AH2967
 AH2967                          SUPERSEDED SURVEY CONTROL
 AH2967
 AH2967  ELLIP H (09/15/98)  148.57   (m)                       GP(       ) 3 1
 AH2967
 AH2967.Superseded values are not recommended for survey control.
 AH2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2967.See file dsdata.txt to determine how the superseded data were derived.
 AH2967
 AH2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4046047974(NAD 83)
 AH2967_MARKER: I = METAL ROD
 AH2967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2967_STAMPING: CAR84-1B
 AH2967_MARK LOGO: ILDT  
 AH2967_PROJECTION: RECESSED 3 CENTIMETERS
 AH2967_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2967+STABILITY: POSITION/ELEVATION WELL
 AH2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2967+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2967_ROD/PIPE-DEPTH: 19.5 meters
 AH2967_SLEEVE-DEPTH  :  0.9 meters
 AH2967
 AH2967  HISTORY     - Date     Condition        Report By
 AH2967  HISTORY     - 1996     MONUMENTED       SECI
 AH2967  HISTORY     - 20011203 GOOD             NGS
 AH2967  HISTORY     - 20030923 GOOD             USPSQD
 AH2967
 AH2967                          STATION DESCRIPTION
 AH2967
 AH2967'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2967'STATION IS LOCATED APPROXIMATELY 0.8 MI (1.3 KM) SOUTH OF THOMPSON,
 AH2967'5.4 MI (8.7 KM) SOUTHWEST OF ARGO IN THE SOUTHEAST 1/4 OF SECTION 25,
 AH2967'T 23 N, R 3 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 84 AND
 AH2967'U.S.  ROUTE 30, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR
 AH2967'APPROXIMATELY 8.1 MI (13.0 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2967'(EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 1.27.  TO REACH FROM
 AH2967'THE JUNCTION OF ILINOIS ROUTE 84 AND ILLINOIS ROUTE 136, PROCEED NORTH
 AH2967'ALONG ILLINOIS ROUTE 84 FOR APPROXIMATELY 6.6 MI (10.6 KM) TO THE
 AH2967'STATION LOCATED ON THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 84 NEAR
 AH2967'MILE MARKER 1.27.  THE STATION IS LOCATED 37.9 FT (11.6 M) EAST OF THE
 AH2967'CENTERLINE OF ILLINOIS ROUTE 84, +/- 340 FT (103.6 M) SOUTH OF A
 AH2967'PRIVATE DRIVE TO THE WEST, 38.4 FT (11.7 M) NORTH OF A POWER POLE,
 AH2967'239.8 FT (73.1 M) SOUTH OF A POWER POLE WITH A GUY WIRE AND
 AH2967'TRANSFORMER, 219.7 FT (67.0 M) SOUTH OF A 2-FT DIAMETER TREE, 249.3 FT
 AH2967'(76.0 M) SOUTHEAST OF A CONCRETE R.O.W.  MARKER, 255.8 FT (78.0 M)
 AH2967'SOUTHEAST OF A POWER POLE JUST NORTH OF A PRIVATE DRIVE, AND 1.5 FT
 AH2967'(0.5 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO
 AH2967'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2967'WOOD PHYSICAL TIES.
 AH2967
 AH2967                          STATION RECOVERY (2001)
 AH2967
 AH2967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2967'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2967
 AH2967                          STATION RECOVERY (2003)
 AH2967
 AH2967'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2968 ***********************************************************************
 AH2968  DESIGNATION -  CAR84 2A
 AH2968  PID         -  AH2968
 AH2968  STATE/COUNTY-  IL/CARROLL
 AH2968  USGS QUAD   -  BLACKHAWK (1975)
 AH2968
 AH2968                         *CURRENT SURVEY CONTROL
 AH2968  ___________________________________________________________________
 AH2968* NAD 83(1997)-  42 10 42.42283(N)    090 12 10.78493(W)     ADJUSTED  
 AH2968* NAVD 88     -       190.5    (meters)     625.     (feet)  GPS OBS   
 AH2968  ___________________________________________________________________
 AH2968  X           -     -16,771.664 (meters)                     COMP
 AH2968  Y           -  -4,733,799.868 (meters)                     COMP
 AH2968  Z           -   4,260,419.038 (meters)                     COMP
 AH2968  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AH2968  ELLIP HEIGHT-         157.41  (meters)          (12/06/04) GPS OBS
 AH2968  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH2968
 AH2968  HORZ ORDER  -  FIRST
 AH2968  ELLP ORDER  -  FOURTH    CLASS I
 AH2968
 AH2968.The horizontal coordinates were established by GPS observations
 AH2968.and adjusted by the National Geodetic Survey in September 1998..
 AH2968
 AH2968.The orthometric height was determined by GPS observations and a
 AH2968.high-resolution geoid model.
 AH2968
 AH2968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2968
 AH2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2968
 AH2968.The ellipsoidal height was determined by GPS observations
 AH2968.and is referenced to NAD 83.
 AH2968
 AH2968.The geoid height was determined by GEOID03.
 AH2968
 AH2968;                    North         East     Units Scale Factor Converg.
 AH2968;SPC IL W     -   611,903.479   696,998.703   MT  0.99994129   -0 01 27.8
 AH2968;SPC IL W     - 2,007,553.33  2,286,736.58   sFT  0.99994129   -0 01 27.8
 AH2968;UTM  15      - 4,673,377.172   731,002.087   MT  1.00025664   +1 52 43.9
 AH2968
 AH2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2968!SPC IL W     -   0.99997531  x   0.99994129  =   0.99991660
 AH2968!UTM  15      -   0.99997531  x   1.00025664  =   1.00023195
 AH2968
 AH2968:                Primary Azimuth Mark                     Grid Az
 AH2968:SPC IL W     -  CAR84 2B                                 324 59 50.8
 AH2968:UTM  15      -  CAR84 2B                                 323 05 39.1
 AH2968
 AH2968|---------------------------------------------------------------------|
 AH2968| PID    Reference Object                     Distance      Geod. Az  |
 AH2968|                                                           dddmmss.s |
 AH2968| AH2969 CAR84 2B                            APPROX. 0.6 KM 3245823.0 |
 AH2968|---------------------------------------------------------------------|
 AH2968
 AH2968                          SUPERSEDED SURVEY CONTROL
 AH2968
 AH2968  ELLIP H (09/15/98)  157.48   (m)                       GP(       ) 3 1
 AH2968
 AH2968.Superseded values are not recommended for survey control.
 AH2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2968.See file dsdata.txt to determine how the superseded data were derived.
 AH2968
 AH2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3100273377(NAD 83)
 AH2968_MARKER: I = METAL ROD
 AH2968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2968_STAMPING: CAR84-2A
 AH2968_MARK LOGO: ILDT  
 AH2968_PROJECTION: RECESSED 5 CENTIMETERS
 AH2968_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2968+STABILITY: POSITION/ELEVATION WELL
 AH2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2968+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2968_ROD/PIPE-DEPTH: 13.4 meters
 AH2968_SLEEVE-DEPTH  :  0.9 meters
 AH2968
 AH2968  HISTORY     - Date     Condition        Report By
 AH2968  HISTORY     - 1996     MONUMENTED       SECI
 AH2968  HISTORY     - 20011203 GOOD             NGS
 AH2968  HISTORY     - 20030923 GOOD             USPSQD
 AH2968
 AH2968                          STATION DESCRIPTION
 AH2968
 AH2968'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2968'STATION IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) NORTHWEST OF
 AH2968'SAVANNA, 3.1 MI (5.0 KM) NORTHWEST OF MISSISSIPPI PALISADES STATE PARK
 AH2968'IN THE NORTHEAST 1/4 OF SECTION 7, T 25 N, R 3 E.  TO REACH FROM THE
 AH2968'JUNCTION OF ILLINOIS ROUTE 84 AND ILLINOIS ROUTE 64 (EAST) IN THE
 AH2968'SOUTHWEST CORNER OF SAVANNA, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR
 AH2968'APPROXIMATELY 8.0 MI (12.9 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2968'(EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 19.62.  THE STATION
 AH2968'IS ALSO 0.9 MI (1.4 KM) SOUTH OF ARMY DEPOT ROAD AND 0.75 MI (1.21 KM)
 AH2968'NORTH OF PALISADES GOLF COURSE.  TO REACH FROM THE JUNCTION OF ILINOIS
 AH2968'ROUTE 84, ILLINOIS ROUTE 64 (WEST) AND U.S.  ROUTE 52 IN THE NORTHWEST
 AH2968'CORNER OF SAVANNA, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR
 AH2968'APPROXIMATELY 6.0 MI (9.7 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2968'(EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 19.62.  THE STATION
 AH2968'IS LOCATED 37.0 FT (11.3 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE
 AH2968'84, 164 FT (50.0 M) SOUTH OF THE CENTER OF DIEHL ROAD TO THE WEST,
 AH2968'197.9 FT (60.3 M) SOUTHEAST OF A 24-IN DIAMETER TREE LOCATED AT THE
 AH2968'NORTHWEST CORNER OF THE INTERSECTION OF ILLINOIS ROUTE 84 AND DIEHL
 AH2968'ROAD, 196.9 FT (60.0 M) NORTHEAST OF A 14-IN DIAMETER TREE, 234.0 FT
 AH2968'(71.3 M) NORTHWEST OF A POWER POLE, 115.2 FT (35.1 M) SOUTH OF A POWER
 AH2968'POLE, 81.5 FT (24.8 M) SOUTH OF A CONCRETE R.O.W. MARKER, 163.5 FT
 AH2968'(49.8 M) SOUTH OF A MT.  CARROLL MILE MARKER 19.66 SIGN, 3.7 FT (1.1
 AH2968'M) WEST OF THE NORTH-SOUTH FENCE LINE, AND 3.3 FT (1.0 M) WEST OF AN
 AH2968'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2968'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2968'TIES.
 AH2968
 AH2968                          STATION RECOVERY (2001)
 AH2968
 AH2968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2968'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2968
 AH2968                          STATION RECOVERY (2003)
 AH2968
 AH2968'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2969 ***********************************************************************
 AH2969  DESIGNATION -  CAR84 2B
 AH2969  PID         -  AH2969
 AH2969  STATE/COUNTY-  IL/CARROLL
 AH2969  USGS QUAD   -  BLACKHAWK (1975)
 AH2969
 AH2969                         *CURRENT SURVEY CONTROL
 AH2969  ___________________________________________________________________
 AH2969* NAD 83(1997)-  42 10 59.64463(N)    090 12 27.01517(W)     ADJUSTED  
 AH2969* NAVD 88     -       194.2    (meters)     637.     (feet)  GPS OBS   
 AH2969  ___________________________________________________________________
 AH2969  X           -     -17,142.868 (meters)                     COMP
 AH2969  Y           -  -4,733,444.496 (meters)                     COMP
 AH2969  Z           -   4,260,815.322 (meters)                     COMP
 AH2969  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AH2969  ELLIP HEIGHT-         161.15  (meters)          (12/06/04) GPS OBS
 AH2969  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH2969
 AH2969  HORZ ORDER  -  FIRST
 AH2969  ELLP ORDER  -  FOURTH    CLASS I
 AH2969
 AH2969.The horizontal coordinates were established by GPS observations
 AH2969.and adjusted by the National Geodetic Survey in September 1998..
 AH2969
 AH2969.The orthometric height was determined by GPS observations and a
 AH2969.high-resolution geoid model.
 AH2969
 AH2969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2969
 AH2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2969
 AH2969.The ellipsoidal height was determined by GPS observations
 AH2969.and is referenced to NAD 83.
 AH2969
 AH2969.The geoid height was determined by GEOID03.
 AH2969
 AH2969;                    North         East     Units Scale Factor Converg.
 AH2969;SPC IL W     -   612,434.989   696,626.500   MT  0.99994132   -0 01 38.7
 AH2969;SPC IL W     - 2,009,297.13  2,285,515.44   sFT  0.99994132   -0 01 38.7
 AH2969;UTM  15      - 4,673,896.190   730,612.314   MT  1.00025442   +1 52 33.6
 AH2969
 AH2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2969!SPC IL W     -   0.99997473  x   0.99994132  =   0.99991605
 AH2969!UTM  15      -   0.99997473  x   1.00025442  =   1.00022914
 AH2969
 AH2969:                Primary Azimuth Mark                     Grid Az
 AH2969:SPC IL W     -  CAR84 2A                                 144 59 50.8
 AH2969:UTM  15      -  CAR84 2A                                 143 05 38.5
 AH2969
 AH2969|---------------------------------------------------------------------|
 AH2969| PID    Reference Object                     Distance      Geod. Az  |
 AH2969|                                                           dddmmss.s |
 AH2969| AH2968 CAR84 2A                            APPROX. 0.6 KM 1445812.1 |
 AH2969|---------------------------------------------------------------------|
 AH2969
 AH2969                          SUPERSEDED SURVEY CONTROL
 AH2969
 AH2969  ELLIP H (09/15/98)  161.22   (m)                       GP(       ) 3 1
 AH2969
 AH2969.Superseded values are not recommended for survey control.
 AH2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2969.See file dsdata.txt to determine how the superseded data were derived.
 AH2969
 AH2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3061273896(NAD 83)
 AH2969_MARKER: I = METAL ROD
 AH2969_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2969_STAMPING: CAR84-2B
 AH2969_MARK LOGO: ILDT  
 AH2969_PROJECTION: RECESSED 5 CENTIMETERS
 AH2969_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2969+STABILITY: POSITION/ELEVATION WELL
 AH2969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2969+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AH2969_ROD/PIPE-DEPTH:  9.8 meters
 AH2969_SLEEVE-DEPTH  :  0.9 meters
 AH2969
 AH2969  HISTORY     - Date     Condition        Report By
 AH2969  HISTORY     - 1996     MONUMENTED       SECI
 AH2969  HISTORY     - 20011203 GOOD             NGS
 AH2969  HISTORY     - 20030923 GOOD             USPSQD
 AH2969
 AH2969                          STATION DESCRIPTION
 AH2969
 AH2969'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2969'STATION IS LOCATED APPROXIMATELY 7.4 MI (11.9 KM) NORTHWEST OF
 AH2969'SAVANNA, 3.5 MI (5.6 KM) NORTHWEST OF MISSISSIPPI PALISADES STATE PARK
 AH2969'IN THE SOUTHEAST 1/4 OF SECTION 6, T 25 N, R 3 E.  TO REACH FROM THE
 AH2969'JUNCTION OF ILLINOIS ROUTE 84 AND ILLINOIS ROUTE 64 (EAST) IN THE
 AH2969'SOUTHWEST CORNER OF SAVANNA, PROCEED NORTH ALONG ILLINOIS ROUTE 84 FOR
 AH2969'APPROXIMATELY 8.4 MI (13.5 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2969'(EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 20.02.  THE STATION
 AH2969'IS ALSO 0.5 MI (0.8 KM) SOUTH OF ARMY DEPOT ROAD AND 1.15 MI (1.85 KM)
 AH2969'NORTH OF THE ENTRANCE TO PALISADES GOLF COURSE.  TO REACH FROM THE
 AH2969'JUNCTION OF ILINOIS ROUTE 84, ILLINOIS ROUTE 64 (WEST) AND U.S.  ROUTE
 AH2969'52 IN THE NORTHWEST CORNER OF SAVANNA, PROCEED NORTH ALONG ILLINOIS
 AH2969'ROUTE 84 FOR APPROXIMATELY 6.4 MI (10.3 KM) TO THE STATION LOCATED ON
 AH2969'THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 84 NEAR MILE MARKER 20.02.
 AH2969'THE STATION IS LOCATED 33.4 FT (10.2 M) EAST OF THE CENTERLINE OF
 AH2969'ILLINOIS ROUTE 84, 117 FT (35.7 M) SOUTH OF THE CENTER OF A FIELD
 AH2969'ENTRANCE TO THE WEST, 299.4 FT (91.3 M) SOUTH OF A FENCE CORNER TO A
 AH2969'FENCE THAT RUNS EAST AND SOUTH, 314.8 FT (96.0 M) SOUTH OF A POWER
 AH2969'POLE WITH A GUY WIRE, 199.9 FT (60.9 M) SOUTHEAST OF A 54-IN DIAMETER
 AH2969'TREE, 150.1 FT (45.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 AH2969'BRICK BUIDING JUST NORTH OF THE FIELD ENTRANCE TO THE WEST, 58.0 FT
 AH2969'(17.7 M) NORTH OF A POWER POLE, 83.8 FT (25.5 M) NORTH OF A MT.
 AH2969'CARROLL MILE MARKER 20.00 SIGN, 2.7 FT (0.8 M) WEST OF A NORTH-SOUTH
 AH2969'FENCE LINE, AND 2.2 FT (0.7 M) WEST OF AN ORANGE FIBERGLASS WITNESS
 AH2969'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2969'NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2969
 AH2969                          STATION RECOVERY (2001)
 AH2969
 AH2969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AH2969'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2969
 AH2969                          STATION RECOVERY (2003)
 AH2969
 AH2969'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9273 ***********************************************************************
 AF9273  CBN         -  This is a Cooperative Base Network Control Station.
 AF9273  DESIGNATION -  CARA
 AF9273  PID         -  AF9273
 AF9273  STATE/COUNTY-  IL/JERSEY
 AF9273  USGS QUAD   -  HARDIN (1978)
 AF9273
 AF9273                         *CURRENT SURVEY CONTROL
 AF9273  ___________________________________________________________________
 AF9273* NAD 83(1997)-  39 07 48.71749(N)    090 33 47.47027(W)     ADJUSTED  
 AF9273* NAVD 88     -       132.2    (meters)     434.     (feet)  GPS OBS   
 AF9273  ___________________________________________________________________
 AF9273  X           -     -48,697.236 (meters)                     COMP
 AF9273  Y           -  -4,954,056.635 (meters)                     COMP
 AF9273  Z           -   4,003,603.051 (meters)                     COMP
 AF9273  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AF9273  ELLIP HEIGHT-         100.26  (meters)          (10/15/04) GPS OBS
 AF9273  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 AF9273
 AF9273  HORZ ORDER  -  B
 AF9273  ELLP ORDER  -  FOURTH    CLASS II
 AF9273
 AF9273.The horizontal coordinates were established by GPS observations
 AF9273.and adjusted by the National Geodetic Survey in July 1998..
 AF9273
 AF9273.The orthometric height was determined by GPS observations and a
 AF9273.high-resolution geoid model.
 AF9273
 AF9273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9273
 AF9273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9273
 AF9273.The ellipsoidal height was determined by GPS observations
 AF9273.and is referenced to NAD 83.
 AF9273
 AF9273.The geoid height was determined by GEOID03.
 AF9273
 AF9273;                    North         East     Units Scale Factor Converg.
 AF9273;SPC IL W     -   273,497.601   665,715.941   MT  0.99995564   -0 15 00.9
 AF9273;SPC IL W     -   897,300.05  2,184,103.05   sFT  0.99995564   -0 15 00.9
 AF9273;UTM  15      - 4,334,052.785   710,633.781   MT  1.00014632   +1 32 18.2
 AF9273
 AF9273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9273!SPC IL W     -   0.99998427  x   0.99995564  =   0.99993991
 AF9273!UTM  15      -   0.99998427  x   1.00014632  =   1.00013059
 AF9273
 AF9273                          SUPERSEDED SURVEY CONTROL
 AF9273
 AF9273  ELLIP H (07/17/98)  100.32   (m)                       GP(       ) 4 1
 AF9273
 AF9273.Superseded values are not recommended for survey control.
 AF9273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9273.See file dsdata.txt to determine how the superseded data were derived.
 AF9273
 AF9273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1063434053(NAD 83)
 AF9273_MARKER: DD = SURVEY DISK
 AF9273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9273_STAMPING: CARA 1996
 AF9273_MARK LOGO: ILDT  
 AF9273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9273+STABILITY: SURFACE MOTION
 AF9273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9273+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1999
 AF9273
 AF9273  HISTORY     - Date     Condition        Report By
 AF9273  HISTORY     - 1996     MONUMENTED       ILDT
 AF9273  HISTORY     - 19990830 GOOD             ILDT
 AF9273
 AF9273                          STATION DESCRIPTION
 AF9273
 AF9273'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (MBF)
 AF9273'THE STATION IS ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF HARDIN AND ABOUT 3.8
 AF9273'MI (6.1 KM) NORTHWEST OF FIELDON.  TO REACH FROM THE JUNCTION OF STATE
 AF9273'ROUTE 16 AND STATE ROUTE 100, ABOUT 3.3 MI (5.3 KM) WEST OF FIELDON,
 AF9273'PROCEED NORTH ON HIGHWAYS 16 AND 100 FOR 1.7 MI (2.7 KM) TO THE
 AF9273'STATION ON THE RIGHT, JUST BEFORE REACHING COUNTY ROAD 1410N WHICH
 AF9273'LEADS WEST, 6.4 M (21.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 AF9273'21.8 M (71.5 FT) SOUTH OF THE SOUTH CORNER OF THE SOUTHEAST WINGWALL
 AF9273'OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 28.3 M (92.8 FT) SOUTH OF
 AF9273'THE EXTENDED CENTER OF ROAD 1410N, 12.4 M (40.7 FT) WEST OF A
 AF9273'FENCELINE, AND 0.7 M (2.3 FT) SOUTH OF A METAL IDOT WITNESS POST.  THE
 AF9273'MONUMENT PROJECTS ABOUT 5 CM.
 AF9273
 AF9273                          STATION RECOVERY (1999)
 AF9273
 AF9273'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (NO)
 AF9273'RECOVERED AS DESCRIBED
 AF9273'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9203 ***********************************************************************
 DE9203  DESIGNATION -  CARA AZI
 DE9203  PID         -  DE9203
 DE9203  STATE/COUNTY-  IL/JERSEY
 DE9203  USGS QUAD   -  NUTWOOD (1975)
 DE9203
 DE9203                         *CURRENT SURVEY CONTROL
 DE9203  ___________________________________________________________________
 DE9203* NAD 83(1997)-  39 07 06.19862(N)    090 33 47.46596(W)     ADJUSTED  
 DE9203* NAVD 88     -       143.7    (meters)     471.     (feet)  GPS OBS   
 DE9203  ___________________________________________________________________
 DE9203  X           -     -48,705.353 (meters)                     COMP
 DE9203  Y           -  -4,954,892.918 (meters)                     COMP
 DE9203  Z           -   4,002,593.088 (meters)                     COMP
 DE9203  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 DE9203  ELLIP HEIGHT-         111.77  (meters)          (02/03/05) GPS OBS
 DE9203  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 DE9203
 DE9203  HORZ ORDER  -  FIRST
 DE9203  ELLP ORDER  -  FOURTH    CLASS II
 DE9203
 DE9203.The horizontal coordinates were established by GPS observations
 DE9203.and adjusted by the National Geodetic Survey in January 2003..
 DE9203
 DE9203.The orthometric height was determined by GPS observations and a
 DE9203.high-resolution geoid model.
 DE9203
 DE9203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9203
 DE9203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9203
 DE9203.The ellipsoidal height was determined by GPS observations
 DE9203.and is referenced to NAD 83.
 DE9203
 DE9203.The geoid height was determined by GEOID03.
 DE9203
 DE9203;                    North         East     Units Scale Factor Converg.
 DE9203;SPC IL W     -   272,186.462   665,710.319   MT  0.99995565   -0 15 00.6
 DE9203;SPC IL W     -   892,998.42  2,184,084.60   sFT  0.99995565   -0 15 00.6
 DE9203;UTM  15      - 4,332,741.859   710,669.087   MT  1.00014651   +1 32 16.8
 DE9203
 DE9203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9203!SPC IL W     -   0.99998246  x   0.99995565  =   0.99993812
 DE9203!UTM  15      -   0.99998246  x   1.00014651  =   1.00012897
 DE9203
 DE9203                          SUPERSEDED SURVEY CONTROL
 DE9203
 DE9203  ELLIP H (01/06/03)  111.83   (m)                       GP(       ) 3 2
 DE9203
 DE9203.Superseded values are not recommended for survey control.
 DE9203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9203.See file dsdata.txt to determine how the superseded data were derived.
 DE9203
 DE9203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1066932742(NAD 83)
 DE9203_MARKER: A = ALUMINUM MARKER
 DE9203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9203_STAMPING: CARA AZI 1996
 DE9203_MARK LOGO: ILDT  
 DE9203_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9203+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9203
 DE9203  HISTORY     - Date     Condition        Report By
 DE9203  HISTORY     - 1996     MONUMENTED       ILDT
 DE9203
 DE9203                          STATION DESCRIPTION
 DE9203
 DE9203'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9203'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9203'STATION IS LOCATED 4.0 MI (6.4 KM) SE OF CENTER OF HARDIN.  TO REACH
 DE9203'STATION FROM IL ROUTE 16 AND IL ROUTE 100 SE OF HARDIN, GO N ON IL
 DE9203'ROUTE 100 FOR 0.8 MI (1.3 KM) TO STATION ON THE LEFT.  STATION IS 26.4
 DE9203'FEET (8.0 M) W OF CENTERLINE OF IL ROUTE 100, 164.0 FEET (50.0 M) N OF
 DE9203'PHONE PED, 15.1 FEET (4.6 M) W OF EDGE OF PAVEMENT. STATION IS FLUSH
 DE9203'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1683 ***********************************************************************
 HB1683  DESIGNATION -  CARBONDALE NW MUNICIPAL TANK
 HB1683  PID         -  HB1683
 HB1683  STATE/COUNTY-  IL/JACKSON
 HB1683  USGS QUAD   -  CARBONDALE (1996)
 HB1683
 HB1683                         *CURRENT SURVEY CONTROL
 HB1683  ___________________________________________________________________
 HB1683* NAD 83(1997)-  37 43 52.48674(N)    089 13 46.67856(W)     ADJUSTED  
 HB1683* NAVD 88     -                                                        
 HB1683  ___________________________________________________________________
 HB1683  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 HB1683  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB1683
 HB1683  HORZ ORDER  -  THIRD
 HB1683
 HB1683.The horizontal coordinates were established by classical geodetic methods
 HB1683.and adjusted by the National Geodetic Survey in October 1999..
 HB1683
 HB1683
 HB1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1683
 HB1683.The geoid height was determined by GEOID03.
 HB1683
 HB1683;                    North         East     Units Scale Factor Converg.
 HB1683;SPC IL W     -   118,554.918   782,597.502   MT  1.00002518   +0 34 24.4
 HB1683;SPC IL W     -   388,958.93  2,567,571.97   sFT  1.00002518   +0 34 24.4
 HB1683;UTM  16      - 4,178,337.090   303,519.378   MT  1.00007552   -1 21 53.6
 HB1683
 HB1683                          SUPERSEDED SURVEY CONTROL
 HB1683
 HB1683  NAD 83(1997)-  37 43 52.49678(N)    089 13 46.67961(W) AD(       ) 4
 HB1683  NAD 83(1986)-  37 43 52.49916(N)    089 13 46.68188(W) AD(       ) 4
 HB1683  NAD 27      -  37 43 52.31647(N)    089 13 46.37857(W) AD(       ) 3
 HB1683
 HB1683.Superseded values are not recommended for survey control.
 HB1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1683.See file dsdata.txt to determine how the superseded data were derived.
 HB1683
 HB1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0351978337(NAD 83)
 HB1683_MARKER: 53 = ELEVATED TANK
 HB1683_SETTING: 0 = UNSPECIFIED SETTING
 HB1683
 HB1683  HISTORY     - Date     Condition        Report By
 HB1683  HISTORY     - 1962     FIRST OBSERVED   CGS
 HB1683  HISTORY     - 1973     GOOD             NGS
 HB1683  HISTORY     - 1977     GOOD             NGS
 HB1683
 HB1683                          STATION DESCRIPTION
 HB1683
 HB1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1683'THE STATION IS THE CENTER OF THE TOP OF A 6 LEGGED STEEL TANK PAINTED
 HB1683'SILVER, WITH THE LEGEND CARBONDALE PAINTED IN BLACK LETTERS ON
 HB1683'THE SOUTH SIDE OF THE TANK.  THE OVERALL HEIGHT IS ABOUT 120 FEET.
 HB1683'IT IS IN THE NORTHWEST RESIDENTIAL SECTION OF CARBONDALE AND IS
 HB1683'ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF HELEN STREET AND W.
 HB1683'SYCAMORE STREET.
 HB1683
 HB1683                          STATION RECOVERY (1973)
 HB1683
 HB1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 HB1683'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD. 370891, STA. 1009
 HB1683'WITH THE EXCEPTION THAT THE TANK IS NOW PAINTED GREEN AND NO LONGER
 HB1683'HAS THE LEGEND CARBONDALE PAINTED ON THE SOUTH SIDE.
 HB1683'
 HB1683'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHWEST
 HB1683'SECTION OF CARBONDALE.
 HB1683
 HB1683                          STATION RECOVERY (1977)
 HB1683
 HB1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 HB1683'STATION RECOVERED AS DESCRIBED.
 HB1683'
 HB1683'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CARBONDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1684 ***********************************************************************
 HB1684  DESIGNATION -  CARBONDALE RADIO KSJ 298 MAST
 HB1684  PID         -  HB1684
 HB1684  STATE/COUNTY-  IL/JACKSON
 HB1684  USGS QUAD   -  CARBONDALE (1996)
 HB1684
 HB1684                         *CURRENT SURVEY CONTROL
 HB1684  ___________________________________________________________________
 HB1684* NAD 83(1997)-  37 44 07.81860(N)    089 13 11.76717(W)     ADJUSTED  
 HB1684* NAVD 88     -                                                        
 HB1684  ___________________________________________________________________
 HB1684  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 HB1684  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB1684
 HB1684  HORZ ORDER  -  THIRD
 HB1684
 HB1684.The horizontal coordinates were established by classical geodetic methods
 HB1684.and adjusted by the National Geodetic Survey in October 1999..
 HB1684
 HB1684
 HB1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1684
 HB1684.The geoid height was determined by GEOID03.
 HB1684
 HB1684;                    North         East     Units Scale Factor Converg.
 HB1684;SPC IL W     -   119,036.203   783,447.564   MT  1.00002692   +0 34 46.0
 HB1684;SPC IL W     -   390,537.94  2,570,360.88   sFT  1.00002692   +0 34 46.0
 HB1684;UTM  16      - 4,178,789.367   304,385.275   MT  1.00007133   -1 21 32.6
 HB1684
 HB1684                          SUPERSEDED SURVEY CONTROL
 HB1684
 HB1684  NAD 83(1997)-  37 44 07.82873(N)    089 13 11.76813(W) AD(       ) 4
 HB1684  NAD 83(1986)-  37 44 07.83099(N)    089 13 11.77034(W) AD(       ) 4
 HB1684  NAD 27      -  37 44 07.64699(N)    089 13 11.46936(W) AD(       ) 3
 HB1684
 HB1684.Superseded values are not recommended for survey control.
 HB1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1684.See file dsdata.txt to determine how the superseded data were derived.
 HB1684
 HB1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0438578789(NAD 83)
 HB1684_MARKER: 42 = RADIO/TV MAST
 HB1684
 HB1684  HISTORY     - Date     Condition        Report By
 HB1684  HISTORY     - 1961     FIRST OBSERVED   CGS
 HB1684  HISTORY     - 1973     GOOD             NGS
 HB1684  HISTORY     - 20041109 MARK NOT FOUND   GEOCAC
 HB1684
 HB1684                          STATION DESCRIPTION
 HB1684
 HB1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1684'THE STATION IS THE CENTER OF THE TOP OF A UNIFORM STEEL MAST PAINTED
 HB1684'IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THE MAST
 HB1684'IS SUPPORTED BY GUY WIRES AND THE OVERALL HEIGHT IS 306 FEET.
 HB1684'
 HB1684'THE STATION IS OWNED AND OPERATED BY THE TRIANGLE CONSTRUCTION
 HB1684'COMPANY.
 HB1684'
 HB1684'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF CARBONDALE,
 HB1684'AND IS ABOUT 200 FEET NORTHEAST OF THE INTERSECTION OF WEST WILLOW
 HB1684'AND NORTH MICHAELS STREETS.
 HB1684
 HB1684                          STATION RECOVERY (1973)
 HB1684
 HB1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 HB1684'RECOVERED AS DESCRIBED.
 HB1684
 HB1684                          STATION RECOVERY (2004)
 HB1684
 HB1684'RECOVERY NOTE BY GEOCACHING 2004 (WTW)
 HB1684'LOCATION WAS FOUND, THE LARGE TOWER WAS REMOVED, SO DESCRIPTION IS NOT
 HB1684'VALID NOW.  A SMALL SOLID GREY THREE LEGGED FREEESTANDING TOWER IS NOW
 HB1684'LOCATED THERE.  YOU CAN SEE WHERE THE LARGE TOWER ONCE STOOD THE
 HB1684'MOUNTING BASES ARE STILL ON LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1685 ***********************************************************************
 HB1685  DESIGNATION -  CARBONDALE RADIO KSN 45 MAST
 HB1685  PID         -  HB1685
 HB1685  STATE/COUNTY-  IL/JACKSON
 HB1685  USGS QUAD   -  CARBONDALE (1996)
 HB1685
 HB1685                         *CURRENT SURVEY CONTROL
 HB1685  ___________________________________________________________________
 HB1685* NAD 83(1997)-  37 44 12.99778(N)    089 12 19.25041(W)     ADJUSTED  
 HB1685* NAVD 88     -                                                        
 HB1685  ___________________________________________________________________
 HB1685  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 HB1685  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB1685
 HB1685  HORZ ORDER  -  THIRD
 HB1685
 HB1685.The horizontal coordinates were established by classical geodetic methods
 HB1685.and adjusted by the National Geodetic Survey in October 1999..
 HB1685
 HB1685
 HB1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1685
 HB1685.The geoid height was determined by GEOID03.
 HB1685
 HB1685;                    North         East     Units Scale Factor Converg.
 HB1685;SPC IL W     -   119,208.984   784,731.781   MT  1.00002957   +0 35 18.2
 HB1685;SPC IL W     -   391,104.81  2,574,574.18   sFT  1.00002957   +0 35 18.2
 HB1685;UTM  16      - 4,178,918.611   305,674.653   MT  1.00006514   -1 21 00.6
 HB1685
 HB1685                          SUPERSEDED SURVEY CONTROL
 HB1685
 HB1685  NAD 83(1997)-  37 44 13.00789(N)    089 12 19.25128(W) AD(       ) 4
 HB1685  NAD 83(1986)-  37 44 13.01021(N)    089 12 19.25349(W) AD(       ) 4
 HB1685  NAD 27      -  37 44 12.82557(N)    089 12 18.95613(W) AD(       ) 3
 HB1685
 HB1685.Superseded values are not recommended for survey control.
 HB1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1685.See file dsdata.txt to determine how the superseded data were derived.
 HB1685
 HB1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0567578919(NAD 83)
 HB1685_MARKER: 42 = RADIO/TV MAST
 HB1685
 HB1685  HISTORY     - Date     Condition        Report By
 HB1685  HISTORY     - 1962     FIRST OBSERVED   CGS
 HB1685  HISTORY     - 1968     GOOD             ILHD
 HB1685  HISTORY     - 1973     GOOD             NGS
 HB1685  HISTORY     - 20020604 GOOD             INDIV
 HB1685
 HB1685                          STATION DESCRIPTION
 HB1685
 HB1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1685'THE STATION IS THE CENTER OF THE RED LIGHT AT THE APEX OF THE MAST.
 HB1685'IT IS A STEEL MAST PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 HB1685'ORANGE AND WHITE AND SUPPORTED BY GUY WIRES.  THE MAST IS OWNED AND
 HB1685'OPERATED BY THE GENERAL TELEPHONE COMPANY OF ILLINOIS.  THE OVERALL
 HB1685'HEIGHT IS APPROXIMATELY 200 FEET.  THE OWNER PLANS TO INCREASE THE
 HB1685'OVERALL HEIGHT TO 350 FEET IN THE SECOND QUARTER OF 1962.
 HB1685'
 HB1685'THE STATION IS LOCATED IN THE NORTHEAST RESIDENTIAL SECTION OF
 HB1685'CARBONDALE, ABOUT 400 FEET EAST OF THE THOMAS SCHOOL AT THE
 HB1685'INTERSECTION OF NORTH WALL AND EAST LARCH STREETS.
 HB1685
 HB1685                          STATION RECOVERY (1968)
 HB1685
 HB1685'RECOVERY NOTE BY IL HIGHWAY DEPT 1968
 HB1685'STATION RECOVERED IN GOOD CONDITION.
 HB1685
 HB1685                          STATION RECOVERY (1973)
 HB1685
 HB1685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 HB1685'THE STATION WAS RECOVERED AS DESCRIBED.
 HB1685'
 HB1685'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CARBONDALE.
 HB1685
 HB1685                          STATION RECOVERY (2002)
 HB1685
 HB1685'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RDW)
 HB1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1694 ***********************************************************************
 HB1694  DESIGNATION -  CARBONDALE RADIO WCIL MAST
 HB1694  PID         -  HB1694
 HB1694  STATE/COUNTY-  IL/JACKSON
 HB1694  USGS QUAD   -  POMONA (1996)
 HB1694
 HB1694                         *CURRENT SURVEY CONTROL
 HB1694  ___________________________________________________________________
 HB1694* NAD 83(1997)-  37 43 31.10773(N)    089 15 25.01562(W)     ADJUSTED  
 HB1694* NAVD 88     -                                                        
 HB1694  ___________________________________________________________________
 HB1694  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 HB1694  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HB1694
 HB1694  HORZ ORDER  -  THIRD
 HB1694
 HB1694.The horizontal coordinates were established by classical geodetic methods
 HB1694.and adjusted by the National Geodetic Survey in October 1999..
 HB1694
 HB1694
 HB1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1694
 HB1694.The geoid height was determined by GEOID03.
 HB1694
 HB1694;                    North         East     Units Scale Factor Converg.
 HB1694;SPC IL W     -   117,872.052   780,196.021   MT  1.00002036   +0 33 24.0
 HB1694;SPC IL W     -   386,718.56  2,559,693.11   sFT  1.00002036   +0 33 24.0
 HB1694;UTM  16      - 4,177,735.801   301,096.033   MT  1.00008732   -1 22 53.1
 HB1694
 HB1694                          SUPERSEDED SURVEY CONTROL
 HB1694
 HB1694  NAD 83(1997)-  37 43 31.11782(N)    089 15 25.01707(W) AD(       ) 4
 HB1694  NAD 83(1986)-  37 43 31.12014(N)    089 15 25.01908(W) AD(       ) 4
 HB1694  NAD 27      -  37 43 30.93728(N)    089 15 24.71254(W) AD(       ) 3
 HB1694
 HB1694.Superseded values are not recommended for survey control.
 HB1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1694.See file dsdata.txt to determine how the superseded data were derived.
 HB1694
 HB1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0109677736(NAD 83)
 HB1694_MARKER: 42 = RADIO/TV MAST
 HB1694
 HB1694  HISTORY     - Date     Condition        Report By
 HB1694  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1694  HISTORY     - 1962     GOOD             CGS
 HB1694  HISTORY     - 1968     GOOD             ILHD
 HB1694
 HB1694                          STATION DESCRIPTION
 HB1694
 HB1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1694'THE STATION IS THE CENTER OF THE TOP OF THE MAST. IT IS A UNIFORM
 HB1694'CROSS SECTION STEEL MAST PAINTED IN ALTERNATE SECTIONS OF
 HB1694'INTERNATIONAL ORANGE AND WHITE. THE MAST IS SUPPORTED BY GUY WIRES.
 HB1694'THE OVERALL HEIGHT OF THE MAST IS 305 FEET. IT IS LOCATED IN THE
 HB1694'SOUTHWEST RESIDENTIAL SECTION OF CARBONDALE AND IS ABOUT 0.5 MILE
 HB1694'SOUTHEAST OF THE STATE HIGHWAY GARAGE.
 HB1694
 HB1694                          STATION RECOVERY (1962)
 HB1694
 HB1694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1694'THE STATION IS THE CENTER OF THE RED LIGHT AT THE APEX OF THE MAST.
 HB1694'IT IS A STEEL MAST PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 HB1694'ORANGE AND WHITE AND SUPPORTED BY GUY WIRES. THE OVERALL HEIGHT IS
 HB1694'310 FEET. THE LETTERS WCIL ARE ATTACHED TO THE MAST ABOUT 150
 HB1694'FEET ABOVE THE GROUND. THE MAST IS OWNED AND OPERATED BY THE SOUTHERN
 HB1694'ILLINOIS BROADCASTING CORPORTATION.
 HB1694'
 HB1694'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND STATE ROUTE 13
 HB1694'IN CARBONDALE, GO EAST ON STATE ROUTE 13 FOR 1.7 MILES TO A
 HB1694'CROSSROAD. TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.5 MILE TO A
 HB1694'SIDE ROAD LEFT. TURN LEFT AND GO EAST ON AN OILED ROAD (PARRISH
 HB1694'LANE) FOR 0.3 MILES TO THE MAST ON THE RIGHT.
 HB1694
 HB1694                          STATION RECOVERY (1968)
 HB1694
 HB1694'RECOVERY NOTE BY IL HIGHWAY DEPT 1968
 HB1694'STATION RECOVERED IN GOOD CONDITION. DESCRIPTION, SHOULD READ WEST ON
 HB1694'STATE ROUTE 13, ALSO SOUTH ON A PAVED ROAD FOR 0.50 MILES, AND
 HB1694'SHOULD READ (TOWER ROAD) NOT (PARRISH LANE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1686 ***********************************************************************
 HB1686  DESIGNATION -  CARBONDALE RADIO WSIU FM TOWER
 HB1686  PID         -  HB1686
 HB1686  STATE/COUNTY-  IL/JACKSON
 HB1686  USGS QUAD   -  CARBONDALE (1996)
 HB1686
 HB1686                         *CURRENT SURVEY CONTROL
 HB1686  ___________________________________________________________________
 HB1686* NAD 83(1997)-  37 42 29.08553(N)    089 14 05.95257(W)     ADJUSTED  
 HB1686* NAVD 88     -                                                        
 HB1686  ___________________________________________________________________
 HB1686  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 HB1686  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HB1686
 HB1686  HORZ ORDER  -  THIRD
 HB1686
 HB1686.The horizontal coordinates were established by classical geodetic methods
 HB1686.and adjusted by the National Geodetic Survey in October 1999..
 HB1686
 HB1686
 HB1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1686
 HB1686.The geoid height was determined by GEOID03.
 HB1686
 HB1686;                    North         East     Units Scale Factor Converg.
 HB1686;SPC IL W     -   115,978.940   782,151.139   MT  1.00002427   +0 34 11.6
 HB1686;SPC IL W     -   380,507.57  2,566,107.53   sFT  1.00002427   +0 34 11.6
 HB1686;UTM  16      - 4,175,777.545   302,986.136   MT  1.00007810   -1 22 02.8
 HB1686
 HB1686                          SUPERSEDED SURVEY CONTROL
 HB1686
 HB1686  NAD 83(1997)-  37 42 29.09541(N)    089 14 05.95376(W) AD(       ) 4
 HB1686  NAD 83(1986)-  37 42 29.09776(N)    089 14 05.95623(W) AD(       ) 4
 HB1686  NAD 27      -  37 42 28.91437(N)    089 14 05.65308(W) AD(       ) 3
 HB1686
 HB1686.Superseded values are not recommended for survey control.
 HB1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1686.See file dsdata.txt to determine how the superseded data were derived.
 HB1686
 HB1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0298675778(NAD 83)
 HB1686_MARKER: 43 = RADIO/TV TOWER
 HB1686
 HB1686  HISTORY     - Date     Condition        Report By
 HB1686  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1686  HISTORY     - 1962     GOOD             CGS
 HB1686  HISTORY     - 1968     GOOD             ILHD
 HB1686
 HB1686                          STATION DESCRIPTION
 HB1686
 HB1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1686'THE STATION IS THE CENTER OF THE TOP OF THE RADIO TOWER. IT IS A SELF
 HB1686'SUPPORTING THREE LEGGED STEEL TOWER PAINTED IN ALTERNATE SECTIONS
 HB1686'OF RED AND WHITE. THE OVERALL HEIGHT IS 360 FEET. IT IS LOCATED IN
 HB1686'THE SOUTHERN SECTION OF THE SOUTHERN ILLINOIS UNIVERSITY DAIRY
 HB1686'FARM. THE TOWER IS OWNED AND OPERATED BY THE SOUTHERN ILLINOIS
 HB1686'UNIVERSITY OF CARBONDALE.
 HB1686
 HB1686                          STATION RECOVERY (1962)
 HB1686
 HB1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1686'THE STATION IS THE CENTER OF THE RED LIGHT AT THE APEX OF THE TOWER.
 HB1686'IT IS A SELF SUPPORTED STEEL STRUCTURE PAINTED IN ALTERNATE
 HB1686'SECTIONS OF INTERNATIONAL ORANGE AND WHITE. THE OVERALL HEIGHT IS 336
 HB1686'FEET. THE STATION IS OWNED AND OPERATED BY THE SOUTHERN ILLINOIS
 HB1686'UNIVERSITY AND IS LOCATED ON THE SOUTHEAST CORNER OF THE CAMPUS.
 HB1686
 HB1686                          STATION RECOVERY (1968)
 HB1686
 HB1686'RECOVERY NOTE BY IL HIGHWAY DEPT 1968
 HB1686'TOWER AND LIGHT ARE IN GOOD CONDITION. EXCEPT FOR THE STATION IS
 HB1686'OWNED AND OPERATED BY THE SOUTHERN ILLINOIS UNIVERSITY
 HB1686'AND IS LOCATED ON THE SOUTHWEST CORNER OF THE CAMPUS. THE TOWER IS
 HB1686'NOT VISIBLE FROM GROUND LEVEL AT STATION SIU DUE TO HEAVY BRUSH
 HB1686'NEAR SIU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1687 ***********************************************************************
 HB1687  DESIGNATION -  CARBONDALE SE MUNICIPAL TANK
 HB1687  PID         -  HB1687
 HB1687  STATE/COUNTY-  IL/JACKSON
 HB1687  USGS QUAD   -  CARBONDALE (1996)
 HB1687
 HB1687                         *CURRENT SURVEY CONTROL
 HB1687  ___________________________________________________________________
 HB1687* NAD 83(1997)-  37 43 05.07712(N)    089 12 36.81814(W)     ADJUSTED  
 HB1687* NAVD 88     -                                                        
 HB1687  ___________________________________________________________________
 HB1687  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 HB1687  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HB1687
 HB1687  HORZ ORDER  -  THIRD
 HB1687
 HB1687.The horizontal coordinates were established by classical geodetic methods
 HB1687.and adjusted by the National Geodetic Survey in October 1999..
 HB1687
 HB1687
 HB1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1687
 HB1687.The geoid height was determined by GEOID03.
 HB1687
 HB1687;                    North         East     Units Scale Factor Converg.
 HB1687;SPC IL W     -   117,110.570   784,323.040   MT  1.00002872   +0 35 06.6
 HB1687;SPC IL W     -   384,220.26  2,573,233.17   sFT  1.00002872   +0 35 06.6
 HB1687;SPC IL E     -   117,045.880   222,687.498   MT  1.00004859   -0 32 11.4
 HB1687;SPC IL E     -   384,008.02    730,600.57   sFT  1.00004859   -0 32 11.4
 HB1687;UTM  16      - 4,176,835.145   305,195.158   MT  1.00006744   -1 21 09.3
 HB1687
 HB1687                          SUPERSEDED SURVEY CONTROL
 HB1687
 HB1687  NAD 83(1997)-  37 43 05.08698(N)    089 12 36.81902(W) AD(       ) 4
 HB1687  NAD 83(1986)-  37 43 05.08956(N)    089 12 36.82039(W) AD(       ) 4
 HB1687  NAD 27      -  37 43 04.90615(N)    089 12 36.52416(W) AD(       ) 3
 HB1687
 HB1687.Superseded values are not recommended for survey control.
 HB1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1687.See file dsdata.txt to determine how the superseded data were derived.
 HB1687
 HB1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0519576835(NAD 83)
 HB1687_MARKER: 53 = ELEVATED TANK
 HB1687
 HB1687  HISTORY     - Date     Condition        Report By
 HB1687  HISTORY     - 1962     FIRST OBSERVED   CGS
 HB1687  HISTORY     - 1968     GOOD             ILHD
 HB1687  HISTORY     - 20020531 MARK NOT FOUND   INDIV
 HB1687
 HB1687                          STATION DESCRIPTION
 HB1687
 HB1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1687'THE STATION IS THE CENTER OF THE TOP OF A 6 LEGGED STEEL TANK,
 HB1687'PAINTED SILVER, WITH THE LEGEND CARBONDALE PAINTED IN BLACK
 HB1687'LETTERS ON THE NORTH AND SOUTH SIDES OF THE TANK.  THE OVERALL HEIGHT
 HB1687'IS ABOUT 110 FEET.  IT IS IN THE SOUTHEAST RESIDENTIAL SECTION OF
 HB1687'CARBONDALE AT THE INTERSECTION OF E. GRAND AND STATE STREETS.
 HB1687
 HB1687                          STATION RECOVERY (1968)
 HB1687
 HB1687'RECOVERY NOTE BY IL HIGHWAY DEPT 1968
 HB1687'STATION RECOVERED IN GOOD CONDITION.
 HB1687
 HB1687                          STATION RECOVERY (2002)
 HB1687
 HB1687'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RDW)
 HB1687'WATER TOWER IS GONE.  ONLY CONCRETE FOUNDATION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1688 ***********************************************************************
 HB1688  DESIGNATION -  CARBONDALE STC SPIRE
 HB1688  PID         -  HB1688
 HB1688  STATE/COUNTY-  IL/JACKSON
 HB1688  USGS QUAD   -  CARBONDALE (1996)
 HB1688
 HB1688                         *CURRENT SURVEY CONTROL
 HB1688  ___________________________________________________________________
 HB1688* NAD 83(1997)-  37 43 30.59837(N)    089 13 32.95782(W)     ADJUSTED  
 HB1688* NAVD 88     -                                                        
 HB1688  ___________________________________________________________________
 HB1688  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 HB1688  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB1688
 HB1688  HORZ ORDER  -  THIRD
 HB1688
 HB1688.The horizontal coordinates were established by classical geodetic methods
 HB1688.and adjusted by the National Geodetic Survey in October 1999..
 HB1688
 HB1688
 HB1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1688
 HB1688.The geoid height was determined by GEOID03.
 HB1688
 HB1688;                    North         East     Units Scale Factor Converg.
 HB1688;SPC IL W     -   117,883.466   782,940.250   MT  1.00002588   +0 34 32.6
 HB1688;SPC IL W     -   386,756.00  2,568,696.47   sFT  1.00002588   +0 34 32.6
 HB1688;SPC IL E     -   117,845.717   221,320.072   MT  1.00005122   -0 32 46.0
 HB1688;SPC IL E     -   386,632.16    726,114.27   sFT  1.00005122   -0 32 46.0
 HB1688;UTM  16      - 4,177,654.395   303,839.236   MT  1.00007397   -1 21 44.5
 HB1688
 HB1688                          SUPERSEDED SURVEY CONTROL
 HB1688
 HB1688  NAD 83(1997)-  37 43 30.60810(N)    089 13 32.95824(W) AD(       ) 4
 HB1688  NAD 83(1986)-  37 43 30.60853(N)    089 13 32.95944(W) AD(       ) 4
 HB1688  NAD 27      -  37 43 30.43000(N)    089 13 32.66000(W) AD(       ) 3
 HB1688
 HB1688.Superseded values are not recommended for survey control.
 HB1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1688.See file dsdata.txt to determine how the superseded data were derived.
 HB1688
 HB1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0383977654(NAD 83)
 HB1688_MARKER: 89 = SPIRE
 HB1688
 HB1688  HISTORY     - Date     Condition        Report By
 HB1688  HISTORY     - 1930     FIRST OBSERVED   CGS
 HB1688
 HB1688                          STATION DESCRIPTION
 HB1688
 HB1688'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1689 ***********************************************************************
 HB1689  DESIGNATION -  CARBONDALE STC W TANK
 HB1689  PID         -  HB1689
 HB1689  STATE/COUNTY-  IL/JACKSON
 HB1689  USGS QUAD   -  CARBONDALE (1996)
 HB1689
 HB1689                         *CURRENT SURVEY CONTROL
 HB1689  ___________________________________________________________________
 HB1689* NAD 83(1997)-  37 43 23.73062(N)    089 13 34.54477(W)     ADJUSTED  
 HB1689* NAVD 88     -                                                        
 HB1689  ___________________________________________________________________
 HB1689  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 HB1689  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB1689
 HB1689  HORZ ORDER  -  THIRD
 HB1689
 HB1689.The horizontal coordinates were established by classical geodetic methods
 HB1689.and adjusted by the National Geodetic Survey in October 1999..
 HB1689
 HB1689
 HB1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1689
 HB1689.The geoid height was determined by GEOID03.
 HB1689
 HB1689;                    North         East     Units Scale Factor Converg.
 HB1689;SPC IL W     -   117,671.342   782,903.515   MT  1.00002580   +0 34 31.5
 HB1689;SPC IL W     -   386,060.06  2,568,575.95   sFT  1.00002580   +0 34 31.5
 HB1689;SPC IL E     -   117,634.347   221,279.191   MT  1.00005130   -0 32 46.9
 HB1689;SPC IL E     -   385,938.69    725,980.15   sFT  1.00005130   -0 32 46.9
 HB1689;UTM  16      - 4,177,443.625   303,795.347   MT  1.00007418   -1 21 45.2
 HB1689
 HB1689                          SUPERSEDED SURVEY CONTROL
 HB1689
 HB1689  NAD 83(1997)-  37 43 23.74034(N)    089 13 34.54520(W) AD(       ) 4
 HB1689  NAD 83(1986)-  37 43 23.74077(N)    089 13 34.54639(W) AD(       ) 4
 HB1689  NAD 27      -  37 43 23.56000(N)    089 13 34.24000(W) AD(       ) 3
 HB1689
 HB1689.Superseded values are not recommended for survey control.
 HB1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1689.See file dsdata.txt to determine how the superseded data were derived.
 HB1689
 HB1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0379577444(NAD 83)
 HB1689_MARKER: 51 = TANK
 HB1689
 HB1689  HISTORY     - Date     Condition        Report By
 HB1689  HISTORY     - 1930     FIRST OBSERVED   CGS
 HB1689
 HB1689                          STATION DESCRIPTION
 HB1689
 HB1689'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0866 ***********************************************************************
 KB0866  DESIGNATION -  CARLINVILLE
 KB0866  PID         -  KB0866
 KB0866  STATE/COUNTY-  IL/MACOUPIN
 KB0866  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB0866
 KB0866                         *CURRENT SURVEY CONTROL
 KB0866  ___________________________________________________________________
 KB0866* NAD 83(1986)-  39 16 44.     (N)    089 52 45.     (W)     SCALED    
 KB0866* NAVD 88     -       189.934  (meters)     623.14   (feet)  ADJUSTED  
 KB0866  ___________________________________________________________________
 KB0866  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KB0866  DYNAMIC HT  -         189.826 (meters)     622.79  (feet)  COMP
 KB0866  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KB0866
 KB0866  VERT ORDER  -  SECOND    CLASS 0
 KB0866
 KB0866.The horizontal coordinates were scaled from a topographic map and have
 KB0866.an estimated accuracy of +/- 6 seconds.
 KB0866
 KB0866.The orthometric height was determined by differential leveling
 KB0866.and adjusted by the National Geodetic Survey in June 1991..
 KB0866
 KB0866.The geoid height was determined by GEOID03.
 KB0866
 KB0866.The dynamic height is computed by dividing the NAVD 88
 KB0866.geopotential number by the normal gravity value computed on the
 KB0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0866.degrees latitude (g = 980.6199 gals.).
 KB0866
 KB0866.The modeled gravity was interpolated from observed gravity values.
 KB0866
 KB0866;                    North         East    Units  Estimated Accuracy
 KB0866;SPC IL W     -   289,970.      724,810.      MT  (+/- 180 meters Scaled)
 KB0866
 KB0866                          SUPERSEDED SURVEY CONTROL
 KB0866
 KB0866  NGVD 29 (??/??/92)  190.067  (m)          623.58   (f) ADJ UNCH    2 0
 KB0866
 KB0866.Superseded values are not recommended for survey control.
 KB0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0866.See file dsdata.txt to determine how the superseded data were derived.
 KB0866
 KB0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ516516(NAD 83)
 KB0866_MARKER: DB = BENCH MARK DISK
 KB0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0866_SP_SET: BUILDING
 KB0866_STAMPING: CARLINVILLE 1934
 KB0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0866
 KB0866  HISTORY     - Date     Condition        Report By
 KB0866  HISTORY     - 1934     MONUMENTED       CGS
 KB0866  HISTORY     - 1959     GOOD             NGS
 KB0866
 KB0866                          STATION DESCRIPTION
 KB0866
 KB0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0866'AT CARLINVILLE.
 KB0866'AT CARLINVILLE, MACOUPIN COUNTY, IN THE SOUTH WALL OF THE COUNTY
 KB0866'COURTHOUSE, 1 FOOT EAST OF THE SOUTHWEST CORNER, AND IN THE
 KB0866'SECOND COURSE OF STONE ABOVE THE GROUND.  A STANDARD DISK,
 KB0866'STAMPED CARLINVILLE 1934 AND SET VERTICALLY.
 KB0866
 KB0866                          STATION RECOVERY (1959)
 KB0866
 KB0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KB0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1547 ***********************************************************************
 KB1547  DESIGNATION -  CARLINVILLE
 KB1547  PID         -  KB1547
 KB1547  STATE/COUNTY-  IL/MACOUPIN
 KB1547  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB1547
 KB1547                         *CURRENT SURVEY CONTROL
 KB1547  ___________________________________________________________________
 KB1547* NAD 83(1997)-  39 17 45.10517(N)    089 52 59.05154(W)     ADJUSTED  
 KB1547* NAVD 88     -       189.94   (+/-2cm)     623.2    (feet)  VERTCON   
 KB1547  ___________________________________________________________________
 KB1547  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 KB1547  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KB1547
 KB1547  HORZ ORDER  -  FIRST
 KB1547  VERT ORDER  -  THIRD ? (See Below)
 KB1547
 KB1547.The horizontal coordinates were established by classical geodetic methods
 KB1547.and adjusted by the National Geodetic Survey in October 1999..
 KB1547
 KB1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1547.The vertical order pertains to the NGVD 29 superseded value.
 KB1547
 KB1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1547
 KB1547.The geoid height was determined by GEOID03.
 KB1547
 KB1547;                    North         East     Units Scale Factor Converg.
 KB1547;SPC IL W     -   291,851.853   724,462.912   MT  0.99994854   +0 10 46.6
 KB1547;SPC IL W     -   957,517.29  2,376,842.07   sFT  0.99994854   +0 10 46.6
 KB1547;UTM  16      - 4,353,573.134   251,371.979   MT  1.00036119   -1 49 36.7
 KB1547
 KB1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1547!SPC IL W     -   0.99997514  x   0.99994854  =   0.99992369
 KB1547!UTM  16      -   0.99997514  x   1.00036119  =   1.00033633
 KB1547
 KB1547:                Primary Azimuth Mark                     Grid Az
 KB1547:SPC IL W     -  CARLINVILLE AZ MK                        008 16 14.8
 KB1547:UTM  16      -  CARLINVILLE AZ MK                        010 16 38.1
 KB1547
 KB1547|---------------------------------------------------------------------|
 KB1547| PID    Reference Object                     Distance      Geod. Az  |
 KB1547|                                                           dddmmss.s |
 KB1547| CI6801 CARLINVILLE AZ MK                                  0082701.4 |
 KB1547| KB1461 STANDARD CITY OIL CO STACK          APPROX. 9.8 KM 0605228.4 |
 KB1547| CI6802 CARLINVILLE RM 1                     38.469 METERS 08258     |
 KB1547| KB1465 CARLINVILLE MACOUPIN CO CTHSE       APPROX. 1.9 KM 1700331.4 |
 KB1547| KB1464 CARLINVILLE ST JOSEPH CATH CH       APPROX. 2.3 KM 1791506.3 |
 KB1547| KB1463 CARLINVILLE MUNICIPAL TANK          APPROX. 2.5 KM 1804630.7 |
 KB1547| CI6803 CARLINVILLE RM 2                     49.719 METERS 18533     |
 KB1547|---------------------------------------------------------------------|
 KB1547
 KB1547                          SUPERSEDED SURVEY CONTROL
 KB1547
 KB1547  NAD 83(1986)-  39 17 45.11162(N)    089 52 59.03993(W) AD(       ) 1
 KB1547  NAD 27      -  39 17 44.94300(N)    089 52 58.67900(W) AD(       ) 1
 KB1547  NGVD 29 (07/19/86)  190.07   (m)          623.6    (f) LEVELING    3  
 KB1547
 KB1547.Superseded values are not recommended for survey control.
 KB1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1547.See file dsdata.txt to determine how the superseded data were derived.
 KB1547
 KB1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5137253573(NAD 83)
 KB1547_MARKER: DS = TRIANGULATION STATION DISK
 KB1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1547
 KB1547  HISTORY     - Date     Condition        Report By
 KB1547  HISTORY     - 1934     MONUMENTED       CGS
 KB1547
 KB1547                          STATION DESCRIPTION
 KB1547
 KB1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KB1547'ON THE NORTH EDGE OF CARLINVILLE, ON THE WEST SIDE OF A VACANT LOT,
 KB1547'ON LAND OWNED BY JOHN DUNN, ABOUT 200 YARDS WEST OF STATE HIGHWAY
 KB1547'4, 104 FEET WEST OF CENTER LINE OF STREET, 17 FEET EAST OF
 KB1547'NORTH-SOUTH FENCE LINE, 97 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KB1547'OF A HOUSE, AND FLUSH WITH THE SURFACE.
 KB1547'
 KB1547'TO REACH FROM CARLINVILLE GO NORTH ON STATE HIGHWAY 4 TO THE CITY
 KB1547'LIMITS, TURN WEST AND GO ABOUT 200 YARDS TO THE STATION.
 KB1547'
 KB1547'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KB1547'DISKS SET IN CONCRETE.
 KB1547'
 KB1547'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 21 FEET NORTH
 KB1547'OF THE CENTER OF EAST-WEST STREET, 22 FEET EAST OF THE CENTER
 KB1547'LINE OF STREET, 2 FEET EAST OF THE SOUTHWEST CORNER OF A SMALL YARD,
 KB1547'AND PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS SOUTH OF
 KB1547'THE STATION ON THE WEST EDGE OF THE LOT, 0.5 FOOT WEST OF THE FENCE
 KB1547'LINE, 121 FEET WEST OF THE CENTER LINE OF THE STREET, AND
 KB1547'PROJECTS 7 INCHES. DISTANCE BETWEEN REFERENCE MARKS IS 226.98 FEET.
 KB1547'
 KB1547'AZIMUTH MARK IS NORTHEAST OF THE STATION, ON THE WEST EDGE OF THE
 KB1547'RIGHT-OF-WAY OF STATE HIGHWAY 4 AT THE FIRSTTURN NORTH OF THE
 KB1547'CITY LIMITS. IT IS 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND
 KB1547'PROJECTS 9 INCHES.
 KB1547'
 KB1547'103-FOOT TOWER AT JOHNSON IS VISIBLE 50 FEET ABOVE GROUND.
 KB1547'
 KB1547'103-FOOT TOWER AT RHODES IS VISIBLE 45 FEET ABOVE GROUND.
 KB1547'
 KB1547'103-FOOT TOWER AT ENOS IS VISIBLE 35 FEET ABOVE GROUND.
 KB1547'
 KB1547'103-FOOT TOWER AT KASTER IS VISIBLE 25 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5452 ***********************************************************************
 DE5452  DESIGNATION -  CARLINVILLE AZ
 DE5452  PID         -  DE5452
 DE5452  STATE/COUNTY-  IL/MACOUPIN
 DE5452  USGS QUAD   -  CARLINVILLE WEST (1979)
 DE5452
 DE5452                         *CURRENT SURVEY CONTROL
 DE5452  ___________________________________________________________________
 DE5452* NAD 83(1997)-  39 17 50.20561(N)    089 52 42.15447(W)     ADJUSTED  
 DE5452* NAVD 88     -       190.2    (meters)     624.     (feet)  GPS OBS   
 DE5452  ___________________________________________________________________
 DE5452  X           -      10,491.852 (meters)                     COMP
 DE5452  Y           -  -4,942,602.817 (meters)                     COMP
 DE5452  Z           -   4,018,012.030 (meters)                     COMP
 DE5452  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DE5452  ELLIP HEIGHT-         158.69  (meters)          (02/03/05) GPS OBS
 DE5452  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 DE5452
 DE5452  HORZ ORDER  -  FIRST
 DE5452  ELLP ORDER  -  FOURTH    CLASS II
 DE5452
 DE5452.The horizontal coordinates were established by GPS observations
 DE5452.and adjusted by the IL DEPT OF TRANSP in May 2002..
 DE5452
 DE5452.The orthometric height was determined by GPS observations and a
 DE5452.high-resolution geoid model.
 DE5452
 DE5452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5452
 DE5452.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5452
 DE5452.The ellipsoidal height was determined by GPS observations
 DE5452.and is referenced to NAD 83.
 DE5452
 DE5452.The geoid height was determined by GEOID03.
 DE5452
 DE5452;                    North         East     Units Scale Factor Converg.
 DE5452;SPC IL W     -   292,010.417   724,867.281   MT  0.99994879   +0 10 57.3
 DE5452;SPC IL W     -   958,037.51  2,378,168.74   sFT  0.99994879   +0 10 57.3
 DE5452;UTM  16      - 4,353,717.503   251,781.821   MT  1.00035868   -1 49 26.2
 DE5452
 DE5452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5452!SPC IL W     -   0.99997510  x   0.99994879  =   0.99992389
 DE5452!UTM  16      -   0.99997510  x   1.00035868  =   1.00033377
 DE5452
 DE5452:                Primary Azimuth Mark                     Grid Az
 DE5452:SPC IL W     -  CARLINVILLE DEPOT                        200 17 12.0
 DE5452:UTM  16      -  CARLINVILLE DEPOT                        202 17 35.5
 DE5452
 DE5452|---------------------------------------------------------------------|
 DE5452| PID    Reference Object                     Distance      Geod. Az  |
 DE5452|                                                           dddmmss.s |
 DE5452| DE5453 CARLINVILLE DEPOT                   APPROX. 1.4 KM 2002809.3 |
 DE5452|---------------------------------------------------------------------|
 DE5452
 DE5452                          SUPERSEDED SURVEY CONTROL
 DE5452
 DE5452  ELLIP H (05/21/02)  158.74   (m)                       GP(       ) 2 1
 DE5452
 DE5452.Superseded values are not recommended for survey control.
 DE5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5452.See file dsdata.txt to determine how the superseded data were derived.
 DE5452
 DE5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5178253718(NAD 83)
 DE5452_MARKER: DD = SURVEY DISK
 DE5452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5452_STAMPING: CARLINVILLE AZ 1996
 DE5452_MARK LOGO: ILDT  
 DE5452_PROJECTION: FLUSH
 DE5452_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5452+STABILITY: SURFACE MOTION
 DE5452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5452+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 DE5452
 DE5452  HISTORY     - Date     Condition        Report By
 DE5452  HISTORY     - 1996     MONUMENTED       ILDT
 DE5452  HISTORY     - 20020328 GOOD             ILDT
 DE5452
 DE5452                          STATION DESCRIPTION
 DE5452
 DE5452'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (GLW)
 DE5452'STATION IS LOCATED IN CARLINVILLE. TO REACH FROM THE NORTH EDGE OF
 DE5452'CITY SQUARE AND IL 4
 DE5452'9BROAD STREET, GO NORTH ON IL 4 FOR 1.05 MI (1.69 KM) TO A RAILROAD
 DE5452'JUNCTION. CONTINUE
 DE5452'NORTH 0.10 MI (0.16 KM) TO STATION ON RIGHT AND JUST SOUTHEAST OF T
 DE5452'INTERSECTION WITH HAIG
 DE5452'STREET. STATION IS 9.1 M (29.9 FT) EAST OF CENTERLINE IL4, 32.0 M (105
 DE5452'FT) SOUTH SOUTHEAST
 DE5452'CULVERT.  STATION STAMPED CARLINVILLE AZ 1996
 DE5452'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5453 ***********************************************************************
 DE5453  DESIGNATION -  CARLINVILLE DEPOT
 DE5453  PID         -  DE5453
 DE5453  STATE/COUNTY-  IL/MACOUPIN
 DE5453  USGS QUAD   -  CARLINVILLE WEST (1979)
 DE5453
 DE5453                         *CURRENT SURVEY CONTROL
 DE5453  ___________________________________________________________________
 DE5453* NAD 83(1997)-  39 17 07.17553(N)    089 53 02.82264(W)     ADJUSTED  
 DE5453* NAVD 88     -       190.1    (meters)     624.     (feet)  GPS OBS   
 DE5453  ___________________________________________________________________
 DE5453  X           -       9,998.292 (meters)                     COMP
 DE5453  Y           -  -4,943,444.141 (meters)                     COMP
 DE5453  Z           -   4,016,984.925 (meters)                     COMP
 DE5453  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DE5453  ELLIP HEIGHT-         158.60  (meters)          (02/03/05) GPS OBS
 DE5453  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 DE5453
 DE5453  HORZ ORDER  -  FIRST
 DE5453  ELLP ORDER  -  FOURTH    CLASS II
 DE5453
 DE5453.The horizontal coordinates were established by GPS observations
 DE5453.and adjusted by the IL DEPT OF TRANSP in May 2002..
 DE5453
 DE5453.The orthometric height was determined by GPS observations and a
 DE5453.high-resolution geoid model.
 DE5453
 DE5453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5453
 DE5453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5453
 DE5453.The ellipsoidal height was determined by GPS observations
 DE5453.and is referenced to NAD 83.
 DE5453
 DE5453.The geoid height was determined by GEOID03.
 DE5453
 DE5453;                    North         East     Units Scale Factor Converg.
 DE5453;SPC IL W     -   290,681.917   724,376.205   MT  0.99994849   +0 10 44.1
 DE5453;SPC IL W     -   953,678.92  2,376,557.60   sFT  0.99994849   +0 10 44.1
 DE5453;UTM  16      - 4,352,406.470   251,244.315   MT  1.00036197   -1 49 37.6
 DE5453
 DE5453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5453!SPC IL W     -   0.99997512  x   0.99994849  =   0.99992361
 DE5453!UTM  16      -   0.99997512  x   1.00036197  =   1.00033708
 DE5453
 DE5453:                Primary Azimuth Mark                     Grid Az
 DE5453:SPC IL W     -  CARLINVILLE AZ                           020 17 12.1
 DE5453:UTM  16      -  CARLINVILLE AZ                           022 17 33.8
 DE5453
 DE5453|---------------------------------------------------------------------|
 DE5453| PID    Reference Object                     Distance      Geod. Az  |
 DE5453|                                                           dddmmss.s |
 DE5453| DE5452 CARLINVILLE AZ                      APPROX. 1.4 KM 0202756.2 |
 DE5453|---------------------------------------------------------------------|
 DE5453
 DE5453                          SUPERSEDED SURVEY CONTROL
 DE5453
 DE5453  ELLIP H (05/21/02)  158.65   (m)                       GP(       ) 2 1
 DE5453
 DE5453.Superseded values are not recommended for survey control.
 DE5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5453.See file dsdata.txt to determine how the superseded data were derived.
 DE5453
 DE5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5124452406(NAD 83)
 DE5453_MARKER: DD = SURVEY DISK
 DE5453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5453_STAMPING: CARLINVILLE DEPOT 1996
 DE5453_MARK LOGO: ILDT  
 DE5453_PROJECTION: FLUSH
 DE5453_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5453+STABILITY: SURFACE MOTION
 DE5453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5453+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 DE5453
 DE5453  HISTORY     - Date     Condition        Report By
 DE5453  HISTORY     - 1996     MONUMENTED       ILDT
 DE5453  HISTORY     - 20020328 GOOD             ILDT
 DE5453
 DE5453                          STATION DESCRIPTION
 DE5453
 DE5453'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (GLW)
 DE5453'STATION IS LOCATED IN CARLINVILLE. TO REACH FROM THE NORTH EDGE OF
 DE5453'CITY SQUARE AND IL 4
 DE5453'9BROAD STREET, GO NORTH ON IL 4 FOR 0.35 MI (0.56 KM) TO NICHOLAS
 DE5453'STREET. TURN LEFT (WEST)
 DE5453'ON NICHOLAS STREET 0.1 MI (0.16 KM) TO NORTH GATE OF ILDT OPERATIONS
 DE5453'YARD. STATION IS
 DE5453'LOCATED ON NORTHWEST CORNER OF YARD 4.0 M (13.1 FT) SOUTH OF NORTH
 DE5453'FENCE, 3.6 M (11.8 FT)
 DE5453'EAST OF WEST FENCE, 5.1 M (16.7 FT) SOUTHEAST OF THE NORTHWEST FENCE
 DE5453'CORNER OF YARD, 14.7
 DE5453'M (48.2 FT) NORTH NORTHWEST OF SHED. STATION STAMPED CARLINVILLE DEPOT
 DE5453'1996
 DE5453'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1463 ***********************************************************************
 KB1463  DESIGNATION -  CARLINVILLE MUNICIPAL TANK
 KB1463  PID         -  KB1463
 KB1463  STATE/COUNTY-  IL/MACOUPIN
 KB1463  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB1463
 KB1463                         *CURRENT SURVEY CONTROL
 KB1463  ___________________________________________________________________
 KB1463* NAD 83(1997)-  39 16 24.94956(N)    089 53 00.44689(W)     ADJUSTED  
 KB1463* NAVD 88     -                                                        
 KB1463  ___________________________________________________________________
 KB1463  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 KB1463  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KB1463
 KB1463  HORZ ORDER  -  THIRD
 KB1463
 KB1463.The horizontal coordinates were established by classical geodetic methods
 KB1463.and adjusted by the National Geodetic Survey in October 1999..
 KB1463
 KB1463
 KB1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1463
 KB1463.The geoid height was determined by GEOID03.
 KB1463
 KB1463;                    North         East     Units Scale Factor Converg.
 KB1463;SPC IL W     -   289,379.957   724,437.214   MT  0.99994853   +0 10 45.4
 KB1463;SPC IL W     -   949,407.41  2,376,757.76   sFT  0.99994853   +0 10 45.4
 KB1463;UTM  16      - 4,351,102.633   251,259.724   MT  1.00036188   -1 49 34.4
 KB1463
 KB1463                          SUPERSEDED SURVEY CONTROL
 KB1463
 KB1463  NAD 83(1986)-  39 16 24.95638(N)    089 53 00.43527(W) AD(       ) 4
 KB1463  NAD 27      -  39 16 24.78700(N)    089 53 00.07400(W) AD(       ) 3
 KB1463
 KB1463.Superseded values are not recommended for survey control.
 KB1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1463.See file dsdata.txt to determine how the superseded data were derived.
 KB1463
 KB1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5126051103(NAD 83)
 KB1463_MARKER: 51 = TANK
 KB1463
 KB1463  HISTORY     - Date     Condition        Report By
 KB1463  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1463
 KB1463                          STATION DESCRIPTION
 KB1463
 KB1463'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1464 ***********************************************************************
 KB1464  DESIGNATION -  CARLINVILLE ST JOSEPH CATH CH
 KB1464  PID         -  KB1464
 KB1464  STATE/COUNTY-  IL/MACOUPIN
 KB1464  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB1464
 KB1464                         *CURRENT SURVEY CONTROL
 KB1464  ___________________________________________________________________
 KB1464* NAD 83(1997)-  39 16 29.70283(N)    089 52 57.78453(W)     ADJUSTED  
 KB1464* NAVD 88     -                                                        
 KB1464  ___________________________________________________________________
 KB1464  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 KB1464  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KB1464
 KB1464  HORZ ORDER  -  THIRD
 KB1464
 KB1464.The horizontal coordinates were established by classical geodetic methods
 KB1464.and adjusted by the National Geodetic Survey in October 1999..
 KB1464
 KB1464
 KB1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1464
 KB1464.The geoid height was determined by GEOID03.
 KB1464
 KB1464;                    North         East     Units Scale Factor Converg.
 KB1464;SPC IL W     -   289,526.735   724,500.567   MT  0.99994856   +0 10 47.1
 KB1464;SPC IL W     -   949,888.96  2,376,965.61   sFT  0.99994856   +0 10 47.1
 KB1464;UTM  16      - 4,351,247.164   251,328.204   MT  1.00036146   -1 49 32.9
 KB1464
 KB1464                          SUPERSEDED SURVEY CONTROL
 KB1464
 KB1464  NAD 83(1986)-  39 16 29.70964(N)    089 52 57.77294(W) AD(       ) 4
 KB1464  NAD 27      -  39 16 29.54000(N)    089 52 57.41300(W) AD(       ) 3
 KB1464
 KB1464.Superseded values are not recommended for survey control.
 KB1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1464.See file dsdata.txt to determine how the superseded data were derived.
 KB1464
 KB1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5132851247(NAD 83)
 KB1464_MARKER: 90 = CHURCH SPIRE
 KB1464
 KB1464  HISTORY     - Date     Condition        Report By
 KB1464  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1464
 KB1464                          STATION DESCRIPTION
 KB1464
 KB1464'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0957 ***********************************************************************
 LC0957  DESIGNATION -  CARLOCK AZ MK
 LC0957  PID         -  LC0957
 LC0957  STATE/COUNTY-  IL/MCLEAN
 LC0957  USGS QUAD   -  DANVERS (1970)
 LC0957
 LC0957                         *CURRENT SURVEY CONTROL
 LC0957  ___________________________________________________________________
 LC0957* NAD 83(1986)-  40 34 54.     (N)    089 09 03.     (W)     SCALED    
 LC0957* NAVD 88     -       237.481  (meters)     779.14   (feet)  ADJUSTED  
 LC0957  ___________________________________________________________________
 LC0957  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LC0957  DYNAMIC HT  -         237.372 (meters)     778.78  (feet)  COMP
 LC0957  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 LC0957
 LC0957  VERT ORDER  -  SECOND    CLASS 0
 LC0957
 LC0957.The horizontal coordinates were scaled from a topographic map and have
 LC0957.an estimated accuracy of +/- 6 seconds.
 LC0957
 LC0957.The orthometric height was determined by differential leveling
 LC0957.and adjusted by the National Geodetic Survey in June 1991..
 LC0957
 LC0957.The geoid height was determined by GEOID03.
 LC0957
 LC0957.The dynamic height is computed by dividing the NAVD 88
 LC0957.geopotential number by the normal gravity value computed on the
 LC0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0957.degrees latitude (g = 980.6199 gals.).
 LC0957
 LC0957.The modeled gravity was interpolated from observed gravity values.
 LC0957
 LC0957;                    North         East    Units  Estimated Accuracy
 LC0957;SPC IL E     -   434,910.      230,790.      MT  (+/- 180 meters Scaled)
 LC0957
 LC0957                          SUPERSEDED SURVEY CONTROL
 LC0957
 LC0957  NGVD 29 (??/??/92)  237.547  (m)          779.35   (f) ADJ UNCH    2 0
 LC0957
 LC0957.Superseded values are not recommended for survey control.
 LC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0957.See file dsdata.txt to determine how the superseded data were derived.
 LC0957
 LC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK179945(NAD 83)
 LC0957_MARKER: DZ = AZIMUTH MARK DISK
 LC0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0957_STAMPING: CARLOCK 1959
 LC0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0957+STABILITY: SURFACE MOTION
 LC0957
 LC0957  HISTORY     - Date     Condition        Report By
 LC0957  HISTORY     - 1959     MONUMENTED       CGS
 LC0957  HISTORY     - 1965     GOOD             NGS
 LC0957  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0957
 LC0957                          STATION DESCRIPTION
 LC0957
 LC0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0957'0.9 MI W FROM CARLOCK.
 LC0957'ABOUT 0.9 MILES WEST ALONG AN ASPHALT ROAD FROM THE CHICAGO
 LC0957'AND ST. LOUIS RAILROAD STATION AT CARLOCK, 29 FEET SOUTH OF THE
 LC0957'CENTER LINE OF THE ROAD, 93 FEET EAST OF A T-FENCE CORNER, 1
 LC0957'FOOT NORTH OF A FENCE, 79 FEET SOUTHEAST OF THE SECOND POWER
 LC0957'POLE EAST OF A FARM HOUSE SOUTH OF THE ROAD, 1.5 FEET EAST OF
 LC0957'A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD
 LC0957'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0957
 LC0957                          STATION RECOVERY (1965)
 LC0957
 LC0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LC0957'RECOVERED IN GOOD CONDITION.
 LC0957
 LC0957                          STATION RECOVERY (1988)
 LC0957
 LC0957'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1161 ***********************************************************************
 NH1161  DESIGNATION -  CARLSON
 NH1161  PID         -  NH1161
 NH1161  STATE/COUNTY-  IL/BOONE
 NH1161  USGS QUAD   -  GARDEN PRAIRIE (1970)
 NH1161
 NH1161                         *CURRENT SURVEY CONTROL
 NH1161  ___________________________________________________________________
 NH1161* NAD 83(1997)-  42 18 47.40720(N)    088 43 13.24905(W)     ADJUSTED  
 NH1161* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 NH1161  ___________________________________________________________________
 NH1161  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 NH1161  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH1161
 NH1161  HORZ ORDER  -  SECOND
 NH1161
 NH1161.The horizontal coordinates were established by classical geodetic methods
 NH1161.and adjusted by the National Geodetic Survey in October 1999..
 NH1161
 NH1161.The orthometric height was scaled from a topographic map.
 NH1161
 NH1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1161
 NH1161.The geoid height was determined by GEOID03.
 NH1161
 NH1161;                    North         East     Units Scale Factor Converg.
 NH1161;SPC IL E     -   626,959.905   268,094.100   MT  0.99998752   -0 15 37.9
 NH1161;SPC IL E     - 2,056,950.95    879,572.06   sFT  0.99998752   -0 15 37.9
 NH1161;UTM  16      - 4,685,981.010   358,223.642   MT  0.99984732   -1 09 29.9
 NH1161
 NH1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1161!SPC IL E     -   0.99996419  x   0.99998752  =   0.99995171
 NH1161!UTM  16      -   0.99996419  x   0.99984732  =   0.99981151
 NH1161
 NH1161:                Primary Azimuth Mark                     Grid Az
 NH1161:SPC IL E     -  HARVARD ADMIRAL CORP TANK                038 45 05.7
 NH1161:UTM  16      -  HARVARD ADMIRAL CORP TANK                039 38 57.7
 NH1161
 NH1161|---------------------------------------------------------------------|
 NH1161| PID    Reference Object                     Distance      Geod. Az  |
 NH1161|                                                           dddmmss.s |
 NH1161| NH1152 HARVARD ADMIRAL CORP TANK           APPROX.14.3 KM 0382927.8 |
 NH1161| CI8322 CARLSON RM 1                         28.029 METERS 07917     |
 NH1161| NH1158 MARENGO ARNOLD ENG CO TANK          APPROX.10.7 KM 1283213.3 |
 NH1161| NH1170 MARENGO MUN STANDPIPE               APPROX.11.6 KM 1295238.4 |
 NH1161| CI8323 CARLSON RM 2                         26.252 METERS 18316     |
 NH1161| CI8321 CARLSON AZ MK                                      2724638.4 |
 NH1161|---------------------------------------------------------------------|
 NH1161
 NH1161                          SUPERSEDED SURVEY CONTROL
 NH1161
 NH1161  NAD 83(1997)-  42 18 47.40522(N)    088 43 13.25239(W) AD(       ) 2
 NH1161  NAD 83(1986)-  42 18 47.40428(N)    088 43 13.25448(W) AD(       ) 2
 NH1161  NAD 27      -  42 18 47.33250(N)    088 43 12.89520(W) AD(       ) 2
 NH1161
 NH1161.Superseded values are not recommended for survey control.
 NH1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1161.See file dsdata.txt to determine how the superseded data were derived.
 NH1161
 NH1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5822485981(NAD 83)
 NH1161_MARKER: DS = TRIANGULATION STATION DISK
 NH1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1161
 NH1161  HISTORY     - Date     Condition        Report By
 NH1161  HISTORY     - 1954     MONUMENTED       CGS
 NH1161  HISTORY     - 1967     GOOD             CGS
 NH1161  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1161
 NH1161                          STATION DESCRIPTION
 NH1161
 NH1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1161'STATION IS LOCATED ALONG THE SOUTH SIDE OF WOODSTOCK-BELVIDERE
 NH1161'ROAD ON THE PROPERTY OF ERIC CARLSON ABOUT 7 MILES NORTHWEST
 NH1161'OF MARENGO AND ABOUT 4 MILES NORTH OF GARDEN PRAIRIE.  IT
 NH1161'IS 48 FEET SOUTH OF THE CENTER OF THE ROAD, 17 FEET WEST
 NH1161'OF THE CENTER OF A DRIVEWAY, 3 FEET SOUTH OF A WHITE WITNESS
 NH1161'POST AND 2 FEET EAST OF A FENCE.  THE MARK IS FLUSH AND THE
 NH1161'DISK IS STAMPED CARLSON 1954.
 NH1161'
 NH1161'REFERENCE MARK NO. 1 IS 75 FEET EAST OF THE CENTER OF THE
 NH1161'DRIVEWAY, 31 FEET SOUTH OF THE CENTER OF THE ROAD AND 1
 NH1161'FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 NH1161'STAMPED CARLSON NO 1 1954.
 NH1161'
 NH1161'REFERENCE MARK NO. 2 IS 17 FEET WEST OF THE CENTER OF THE
 NH1161'DRIVEWAY AND 1 FOOT EAST OF THE FENCE.  THE MARK IS FLUSH
 NH1161'AND THE DISK IS STAMPED CARLSON NO 2 1954.
 NH1161'
 NH1161'AZIMUTH MARK IS 120 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 NH1161'FRAME HOUSE, 114 FEET NORTHWEST OF THE INTERSECTION OF GARDEN
 NH1161'PRAIRIE AND WOODSTOCK-BELVIDERE ROADS, 31 FEET NORTH OF THE
 NH1161'CENTER OF WOODSTOCK-BELVIDERE ROAD AND 1 FOOT EAST OF A POWER
 NH1161'LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CARLSON
 NH1161'1954.
 NH1161'
 NH1161'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH1161'20 AND GARDEN PRAIRIE ROAD IN GARDEN PRAIRIE, GO NORTH ON
 NH1161'GARDEN PRAIRIE ROAD FOR 4.1 MILES TO THE INTERSECTION OF
 NH1161'WOODSTOCK-BELVIDERE ROAD AND THE AZIMUTH MARK ON THE LEFT
 NH1161'AS DESCRIBED.  TURN RIGHT AND GO EAST ON WOODSTOCK-BELVIDERE
 NH1161'ROAD FOR 0.25 MILE TO A DRIVEWAY RIGHT AND THE STATION ON
 NH1161'THE RIGHT AS DESCRIBED.
 NH1161'
 NH1161'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1161
 NH1161                          STATION RECOVERY (1967)
 NH1161
 NH1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1161'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 NH1161'AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 NH1161'
 NH1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 NH1161'NORTH OF GARDEN PRAIRIE
 NH1161
 NH1161                          STATION RECOVERY (1997)
 NH1161
 NH1161'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9172 ***********************************************************************
 DE9172  DESIGNATION -  CARLYLE
 DE9172  PID         -  DE9172
 DE9172  STATE/COUNTY-  IL/CLINTON
 DE9172  USGS QUAD   -  BECKEMEYER (1969)
 DE9172
 DE9172                         *CURRENT SURVEY CONTROL
 DE9172  ___________________________________________________________________
 DE9172* NAD 83(1997)-  38 36 34.68868(N)    089 23 41.46451(W)     ADJUSTED  
 DE9172* NAVD 88     -       141.4    (meters)     464.     (feet)  GPS OBS   
 DE9172  ___________________________________________________________________
 DE9172  X           -      52,708.616 (meters)                     COMP
 DE9172  Y           -  -4,990,292.004 (meters)                     COMP
 DE9172  Z           -   3,958,615.691 (meters)                     COMP
 DE9172  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DE9172  ELLIP HEIGHT-         110.49  (meters)          (02/03/05) GPS OBS
 DE9172  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 DE9172
 DE9172  HORZ ORDER  -  FIRST
 DE9172  ELLP ORDER  -  FOURTH    CLASS II
 DE9172
 DE9172.The horizontal coordinates were established by GPS observations
 DE9172.and adjusted by the National Geodetic Survey in January 2003..
 DE9172
 DE9172.The orthometric height was determined by GPS observations and a
 DE9172.high-resolution geoid model.
 DE9172
 DE9172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9172
 DE9172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9172
 DE9172.The ellipsoidal height was determined by GPS observations
 DE9172.and is referenced to NAD 83.
 DE9172
 DE9172.The geoid height was determined by GEOID03.
 DE9172
 DE9172;                    North         East     Units Scale Factor Converg.
 DE9172;SPC IL W     -   215,919.348   767,221.914   MT  0.99999680   +0 28 53.9
 DE9172;SPC IL W     -   708,395.39  2,517,127.23   sFT  0.99999680   +0 28 53.9
 DE9172;UTM  16      - 4,276,179.169   291,477.418   MT  1.00013549   -1 29 41.8
 DE9172
 DE9172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9172!SPC IL W     -   0.99998266  x   0.99999680  =   0.99997946
 DE9172!UTM  16      -   0.99998266  x   1.00013549  =   1.00011815
 DE9172
 DE9172:                Primary Azimuth Mark                     Grid Az
 DE9172:SPC IL W     -  CARLYLE AZI                              330 24 23.6
 DE9172:UTM  16      -  CARLYLE AZI                              332 22 59.3
 DE9172
 DE9172|---------------------------------------------------------------------|
 DE9172| PID    Reference Object                     Distance      Geod. Az  |
 DE9172|                                                           dddmmss.s |
 DE9172| AF9274 CARLYLE AZI                         APPROX. 0.6 KM 3305317.5 |
 DE9172|---------------------------------------------------------------------|
 DE9172
 DE9172                          SUPERSEDED SURVEY CONTROL
 DE9172
 DE9172  ELLIP H (01/06/03)  110.53   (m)                       GP(       ) 3 2
 DE9172
 DE9172.Superseded values are not recommended for survey control.
 DE9172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9172.See file dsdata.txt to determine how the superseded data were derived.
 DE9172
 DE9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9147776179(NAD 83)
 DE9172_MARKER: A = ALUMINUM MARKER
 DE9172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9172_STAMPING: CARLYLE 1996
 DE9172_MARK LOGO: ILDT  
 DE9172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9172+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9172
 DE9172  HISTORY     - Date     Condition        Report By
 DE9172  HISTORY     - 1996     MONUMENTED       ILDT
 DE9172
 DE9172                          STATION DESCRIPTION
 DE9172
 DE9172'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9172'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9172'STATION IS LOCATED 1.2 MI (1.9 KM) W OF CENTER CARLYLE.  TO REACH
 DE9172'STATION FROM US ROUTE 50 AND IL ROUTE 127 IN CENTER OF CARLYLE, GO W
 DE9172'ON FRANKLIN ST.  FOR 1.2 MI (1.9 KM) TO CARLYLE MAINTENANCE YARD GATE
 DE9172'ON THE LEFT, GO THROUGH GATE AND STATION ON LEFT.  STATION IS 10.2
 DE9172'FEET (3.1 M) S OF FENCELINE, 11.1 FEET (3.4 M) W OF FENCELINE, 16.0
 DE9172'FEET (4.9 M) SW OF FENCE CORNER, 32.0 FEET (9.8 M) N OF FLAG POLE, 2.3
 DE9172'FEET (0.7 M) S OF WITNESS POST.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1850 ***********************************************************************
 JB1850  DESIGNATION -  CARLYLE ARMY ENGINEERS RAD ANT
 JB1850  PID         -  JB1850
 JB1850  STATE/COUNTY-  IL/CLINTON
 JB1850  USGS QUAD   -  CARLYLE (1969)
 JB1850
 JB1850                         *CURRENT SURVEY CONTROL
 JB1850  ___________________________________________________________________
 JB1850* NAD 83(1997)-  38 37 29.48933(N)    089 21 45.11774(W)     ADJUSTED  
 JB1850* NAVD 88     -                                                        
 JB1850  ___________________________________________________________________
 JB1850  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JB1850  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JB1850
 JB1850  HORZ ORDER  -  THIRD
 JB1850
 JB1850.The horizontal coordinates were established by classical geodetic methods
 JB1850.and adjusted by the National Geodetic Survey in October 1999..
 JB1850
 JB1850
 JB1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1850
 JB1850.The geoid height was determined by GEOID03.
 JB1850
 JB1850;                    North         East     Units Scale Factor Converg.
 JB1850;SPC IL W     -   217,633.255   770,021.964   MT  1.00000153   +0 30 07.1
 JB1850;SPC IL W     -   714,018.44  2,526,313.73   sFT  1.00000153   +0 30 07.1
 JB1850;UTM  16      - 4,277,795.672   294,335.294   MT  1.00012091   -1 28 30.9
 JB1850
 JB1850                          SUPERSEDED SURVEY CONTROL
 JB1850
 JB1850  NAD 83(1986)-  38 37 29.50669(N)    089 21 45.11297(W) AD(       ) 4
 JB1850  NAD 27      -  38 37 29.33466(N)    089 21 44.82842(W) AD(       ) 3
 JB1850
 JB1850.Superseded values are not recommended for survey control.
 JB1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1850.See file dsdata.txt to determine how the superseded data were derived.
 JB1850
 JB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9433577796(NAD 83)
 JB1850_MARKER: 92 = ANTENNA ON ROOF
 JB1850
 JB1850  HISTORY     - Date     Condition        Report By
 JB1850  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1850  HISTORY     - 20050727 MARK NOT FOUND   GEOCAC
 JB1850
 JB1850                          STATION DESCRIPTION
 JB1850
 JB1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1850'THE STATION IS LOCATED AT NORTH EDGE OF THE TOWN OF CARLYLE, ONE MILE
 JB1850'NORTH-NORTHEAST OF
 JB1850'THE CLINTON COUNTY COURTHOUSE.  AN ADMINISTRATION
 JB1850'BUILDING IS TO BE BUILT ADJACENT TO
 JB1850'THE ANTENNA IN THE NEAR FUTURE.
 JB1850'
 JB1850'THE ANTENNA IS PAINTED ALTERNATELY RED AND WHITE AND HAS RED
 JB1850'OBSTRUCTION LIGHTS AT 120
 JB1850'FEET.  A RED, FLASHING, LIGHT IS MOUNTED AT THE TOP.  THE
 JB1850'OVER-ALL HEIGHT IS 225 FEET.
 JB1850'
 JB1850'THE FLASHING LIGHT ON TOP WAS THE POINT INTERSECTED.
 JB1850
 JB1850                          STATION RECOVERY (2005)
 JB1850
 JB1850'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 JB1850'ADMINISTRATION BUILDING BUILT, TOWER NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9274 ***********************************************************************
 AF9274  CBN         -  This is a Cooperative Base Network Control Station.
 AF9274  DESIGNATION -  CARLYLE AZI
 AF9274  PID         -  AF9274
 AF9274  STATE/COUNTY-  IL/CLINTON
 AF9274  USGS QUAD   -  BECKEMEYER (1969)
 AF9274
 AF9274                         *CURRENT SURVEY CONTROL
 AF9274  ___________________________________________________________________
 AF9274* NAD 83(1997)-  38 36 50.36235(N)    089 23 52.58909(W)     ADJUSTED  
 AF9274* NAVD 88     -       142.4    (meters)     467.     (feet)  GPS OBS   
 AF9274  ___________________________________________________________________
 AF9274  X           -      52,436.311 (meters)                     COMP
 AF9274  Y           -  -4,989,994.014 (meters)                     COMP
 AF9274  Z           -   3,958,993.961 (meters)                     COMP
 AF9274  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AF9274  ELLIP HEIGHT-         111.47  (meters)          (10/15/04) GPS OBS
 AF9274  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 AF9274
 AF9274  HORZ ORDER  -  B
 AF9274  ELLP ORDER  -  FOURTH    CLASS II
 AF9274
 AF9274.The horizontal coordinates were established by GPS observations
 AF9274.and adjusted by the National Geodetic Survey in July 1998..
 AF9274
 AF9274.The orthometric height was determined by GPS observations and a
 AF9274.high-resolution geoid model.
 AF9274
 AF9274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9274
 AF9274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9274
 AF9274.The ellipsoidal height was determined by GPS observations
 AF9274.and is referenced to NAD 83.
 AF9274
 AF9274.The geoid height was determined by GEOID03.
 AF9274
 AF9274;                    North         East     Units Scale Factor Converg.
 AF9274;SPC IL W     -   216,400.378   766,948.724   MT  0.99999635   +0 28 47.1
 AF9274;SPC IL W     -   709,973.57  2,516,230.94   sFT  0.99999635   +0 28 47.1
 AF9274;UTM  16      - 4,276,669.404   291,220.946   MT  1.00013681   -1 29 49.3
 AF9274
 AF9274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9274!SPC IL W     -   0.99998251  x   0.99999635  =   0.99997886
 AF9274!UTM  16      -   0.99998251  x   1.00013681  =   1.00011932
 AF9274
 AF9274:                Primary Azimuth Mark                     Grid Az
 AF9274:SPC IL W     -  CARLYLE                                  150 24 23.5
 AF9274:UTM  16      -  CARLYLE                                  152 22 59.9
 AF9274
 AF9274|---------------------------------------------------------------------|
 AF9274| PID    Reference Object                     Distance      Geod. Az  |
 AF9274|                                                           dddmmss.s |
 AF9274| DE9172 CARLYLE                             APPROX. 0.6 KM 1505310.6 |
 AF9274|---------------------------------------------------------------------|
 AF9274
 AF9274                          SUPERSEDED SURVEY CONTROL
 AF9274
 AF9274  ELLIP H (07/17/98)  111.50   (m)                       GP(       ) 4 1
 AF9274
 AF9274.Superseded values are not recommended for survey control.
 AF9274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9274.See file dsdata.txt to determine how the superseded data were derived.
 AF9274
 AF9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9122176669(NAD 83)
 AF9274_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 AF9274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9274_STAMPING: CARLYLE AZI 1996
 AF9274_MARK LOGO: ILDT  
 AF9274_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9274+STABILITY: SURFACE MOTION
 AF9274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9274+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 AF9274
 AF9274  HISTORY     - Date     Condition        Report By
 AF9274  HISTORY     - 1996     MONUMENTED       ILDT
 AF9274  HISTORY     - 19990830 GOOD             ILDT
 AF9274  HISTORY     - 20050727 GOOD             GEOCAC
 AF9274  HISTORY     - 20060201 GOOD             ILDT
 AF9274
 AF9274                          STATION DESCRIPTION
 AF9274
 AF9274'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (MBF)
 AF9274'THE STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) WEST-NORTHWEST OF THE
 AF9274'CENTER OF CARLYLE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 AF9274'STATE ROUTE 127 IN THE CENTER OF CARLYLE, PROCEED WEST ON FRANKLIN
 AF9274'STREET FOR 0.75 MI (1.21 KM) TO 22ND STREET, TURN RIGHT, NORTH, FOR
 AF9274'0.1 MI (0.2 KM) TO OLD STATE ROAD (ALSO COUNTY ROAD 1330N), TURN LEFT,
 AF9274'NORTHWEST, FOR 0.64 MI (1.03 KM) TO THE STATION ON THE LEFT, 9.1 M
 AF9274'(29.9 FT) SOUTH OF THE CENTER OF THE ROAD, 11.9 M (39.0 FT) WEST OF A
 AF9274'POWER POLE WITH TWO SMALL TRANSFORMERS, 3.3 M (10.8 FT) SOUTHWEST OF
 AF9274'THE TOP OF THE WEST END OF A CONCRETE CULVERT PIPE UNDER FIELD
 AF9274'ENTRANCE, 1.4 M (4.6 FT) NORTH OF THE NORTH EDGE OF CULTIVATED FIELD,
 AF9274'AND 0.9 M (3.0 FT) EAST OF A METAL IDOT WITNESS POST.
 AF9274
 AF9274                          STATION RECOVERY (1999)
 AF9274
 AF9274'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RB)
 AF9274'RECOVERED AS DESCRIBED
 AF9274'
 AF9274
 AF9274                          STATION RECOVERY (2005)
 AF9274
 AF9274'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 AF9274'RECOVERED IN GOOD CONDITION.
 AF9274
 AF9274                          STATION RECOVERY (2006)
 AF9274
 AF9274'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006
 AF9274'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1847 ***********************************************************************
 JB1847  DESIGNATION -  CARLYLE CATHOLIC CHURCH SPIRE
 JB1847  PID         -  JB1847
 JB1847  STATE/COUNTY-  IL/CLINTON
 JB1847  USGS QUAD   -  CARLYLE (1969)
 JB1847
 JB1847                         *CURRENT SURVEY CONTROL
 JB1847  ___________________________________________________________________
 JB1847* NAD 83(1997)-  38 36 44.27416(N)    089 22 21.17047(W)     ADJUSTED  
 JB1847* NAVD 88     -                                                        
 JB1847  ___________________________________________________________________
 JB1847  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JB1847  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB1847
 JB1847  HORZ ORDER  -  THIRD
 JB1847
 JB1847.The horizontal coordinates were established by classical geodetic methods
 JB1847.and adjusted by the National Geodetic Survey in October 1999..
 JB1847
 JB1847
 JB1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1847
 JB1847.The geoid height was determined by GEOID03.
 JB1847
 JB1847;                    North         East     Units Scale Factor Converg.
 JB1847;SPC IL W     -   216,231.477   769,161.962   MT  1.00000006   +0 29 44.1
 JB1847;SPC IL W     -   709,419.44  2,523,492.20   sFT  1.00000006   +0 29 44.1
 JB1847;UTM  16      - 4,276,424.229   293,427.335   MT  1.00012552   -1 28 52.0
 JB1847
 JB1847                          SUPERSEDED SURVEY CONTROL
 JB1847
 JB1847  NAD 83(1986)-  38 36 44.29145(N)    089 22 21.16589(W) AD(       ) 4
 JB1847  NAD 27      -  38 36 44.12200(N)    089 22 20.87700(W) AD(       ) 3
 JB1847
 JB1847.Superseded values are not recommended for survey control.
 JB1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1847.See file dsdata.txt to determine how the superseded data were derived.
 JB1847
 JB1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9342776424(NAD 83)
 JB1847_MARKER: 90 = CHURCH SPIRE
 JB1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1847+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 JB1847
 JB1847  HISTORY     - Date     Condition        Report By
 JB1847  HISTORY     - 1884     FIRST OBSERVED   CGS
 JB1847  HISTORY     - 1960     GOOD             CGS
 JB1847  HISTORY     - 1962     GOOD             CGS
 JB1847  HISTORY     - 20050727 GOOD             GEOCAC
 JB1847
 JB1847                          STATION DESCRIPTION
 JB1847
 JB1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1847'STATION IS LOCATED IN THE NORTH CENTRAL PART OF CARLYLE AND IN THE
 JB1847'NORTHEAST ANGLE OF 12TH
 JB1847'STREET AND JEFFERSON STREET.
 JB1847'
 JB1847'THE STATION IS A RED BRICK BUILDING WITH A GRAY SLATE SHINGLED SPIRE,
 JB1847'HAS CROSS ON TOP AND IS
 JB1847'APPROXIMATELY 90 FEET HIGH.
 JB1847'
 JB1847'POINT INTERSECTED WAS CROSS ON TOP.
 JB1847'
 JB1847'NO PREVIOUS DESCRIPTION TO THIS STATION WAS AVAILABLE, BUT STATION
 JB1847'CHECKS WITH 1884 WORK.
 JB1847
 JB1847                          STATION RECOVERY (1962)
 JB1847
 JB1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1847'THE STATION WAS RECOVERED IN GOOD CONDITION.
 JB1847
 JB1847                          STATION RECOVERY (2005)
 JB1847
 JB1847'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 JB1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1849 ***********************************************************************
 JB1849  DESIGNATION -  CARLYLE E MUNICIPAL TANK
 JB1849  PID         -  JB1849
 JB1849  STATE/COUNTY-  IL/CLINTON
 JB1849  USGS QUAD   -  CARLYLE (1969)
 JB1849
 JB1849                         *CURRENT SURVEY CONTROL
 JB1849  ___________________________________________________________________
 JB1849* NAD 83(1997)-  38 36 39.38424(N)    089 21 41.96846(W)     ADJUSTED  
 JB1849* NAVD 88     -                                                        
 JB1849  ___________________________________________________________________
 JB1849  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JB1849  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JB1849
 JB1849  HORZ ORDER  -  THIRD
 JB1849
 JB1849.The horizontal coordinates were established by classical geodetic methods
 JB1849.and adjusted by the National Geodetic Survey in October 1999..
 JB1849
 JB1849
 JB1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1849
 JB1849.The geoid height was determined by GEOID03.
 JB1849
 JB1849;                    North         East     Units Scale Factor Converg.
 JB1849;SPC IL W     -   216,088.959   770,111.689   MT  1.00000169   +0 30 08.5
 JB1849;SPC IL W     -   708,951.86  2,526,608.10   sFT  1.00000169   +0 30 08.5
 JB1849;UTM  16      - 4,276,249.015   294,371.696   MT  1.00012072   -1 28 27.3
 JB1849
 JB1849                          SUPERSEDED SURVEY CONTROL
 JB1849
 JB1849  NAD 83(1986)-  38 36 39.40150(N)    089 21 41.96374(W) AD(       ) 4
 JB1849  NAD 27      -  38 36 39.23075(N)    089 21 41.67806(W) AD(       ) 3
 JB1849
 JB1849.Superseded values are not recommended for survey control.
 JB1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1849.See file dsdata.txt to determine how the superseded data were derived.
 JB1849
 JB1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9437276249(NAD 83)
 JB1849_MARKER: 53 = ELEVATED TANK
 JB1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1849+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 JB1849
 JB1849  HISTORY     - Date     Condition        Report By
 JB1849  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1849  HISTORY     - 20050727 GOOD             GEOCAC
 JB1849
 JB1849                          STATION DESCRIPTION
 JB1849
 JB1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1849'THE STATION IS LOCATED IN THE EAST SECTION OF CARLYLE, BETWEEN THIRD
 JB1849'AND FOURTH STREET JUST SOUTH
 JB1849'OF FAIRFAX STREET.
 JB1849'
 JB1849'THE TANK IS PAINTED SILVER IN COLOR AND HAS THE LETTERS CARLYLE
 JB1849'PAINTED ON ITS EAST AND
 JB1849'WEST SIDES.  IT IS SUPPORTED BY A FOUR-LEGGED STEEL
 JB1849'STRUCTURE THE OVER-ALL
 JB1849'HEIGHT IS APPROXIMATE 125 FEET.
 JB1849'
 JB1849'POINT INTERSECTED WAS THE TOP AND CENTER.
 JB1849
 JB1849                          STATION RECOVERY (2005)
 JB1849
 JB1849'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 JB1849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1853 ***********************************************************************
 JB1853  DESIGNATION -  CARLYLE W MUNICIPAL TANK
 JB1853  PID         -  JB1853
 JB1853  STATE/COUNTY-  IL/CLINTON
 JB1853  USGS QUAD   -  BECKEMEYER (1969)
 JB1853
 JB1853                         *CURRENT SURVEY CONTROL
 JB1853  ___________________________________________________________________
 JB1853* NAD 83(1997)-  38 36 48.25638(N)    089 22 44.67069(W)     ADJUSTED  
 JB1853* NAVD 88     -                                                        
 JB1853  ___________________________________________________________________
 JB1853  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JB1853  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB1853
 JB1853  HORZ ORDER  -  THIRD
 JB1853
 JB1853.The horizontal coordinates were established by classical geodetic methods
 JB1853.and adjusted by the National Geodetic Survey in October 1999..
 JB1853
 JB1853
 JB1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1853
 JB1853.The geoid height was determined by GEOID03.
 JB1853
 JB1853;                    North         East     Units Scale Factor Converg.
 JB1853;SPC IL W     -   216,349.369   768,592.374   MT  0.99999909   +0 29 29.5
 JB1853;SPC IL W     -   709,806.22  2,521,623.48   sFT  0.99999909   +0 29 29.5
 JB1853;UTM  16      - 4,276,561.715   292,862.080   MT  1.00012840   -1 29 06.8
 JB1853
 JB1853                          SUPERSEDED SURVEY CONTROL
 JB1853
 JB1853  NAD 83(1986)-  38 36 48.27377(N)    089 22 44.66606(W) AD(       ) 4
 JB1853  NAD 27      -  38 36 48.10297(N)    089 22 44.37604(W) AD(       ) 3
 JB1853
 JB1853.Superseded values are not recommended for survey control.
 JB1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1853.See file dsdata.txt to determine how the superseded data were derived.
 JB1853
 JB1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9286276562(NAD 83)
 JB1853_MARKER: 53 = ELEVATED TANK
 JB1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1853+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 JB1853
 JB1853  HISTORY     - Date     Condition        Report By
 JB1853  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1853  HISTORY     - 1962     GOOD             CGS
 JB1853  HISTORY     - 20050727 GOOD             GEOCAC
 JB1853
 JB1853                          STATION DESCRIPTION
 JB1853
 JB1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1853'STATION IS LOCATED IN THE NORTHWEST SECTION OF THE TOWN OF CARLYLE,
 JB1853'IN THE NORTHEAST ANGLE
 JB1853'OF SEVENTEENTH STREET AND LIVINGSTON STREET.
 JB1853'
 JB1853'THE TANK IS PAINTED SILVER IN COLOR AND HAS THE LETTERS CARLYLE
 JB1853'PAINTED ON ITS NORTH AND
 JB1853'SOUTH SIDES.  IT IS SUPPORTED BY A FOUR-LEGGED STEEL
 JB1853'STRUCTURE THE OVER-ALL
 JB1853'HEIGHT IS APPROXIMATE 125 FEET.
 JB1853'
 JB1853'POINT INTERSECTED WAS THE TOP AND CENTER.
 JB1853
 JB1853                          STATION RECOVERY (1962)
 JB1853
 JB1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1853'THE STATION WAS RECOVERED IN GOOD CONDITION.
 JB1853
 JB1853                          STATION RECOVERY (2005)
 JB1853
 JB1853'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 JB1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1684 ***********************************************************************
 JB1684  DESIGNATION -  CARMI MUNICIPAL TANK
 JB1684  PID         -  JB1684
 JB1684  STATE/COUNTY-  IL/WHITE
 JB1684  USGS QUAD   -  CARMI (1974)
 JB1684
 JB1684                         *CURRENT SURVEY CONTROL
 JB1684  ___________________________________________________________________
 JB1684* NAD 83(1997)-  38 05 52.47851(N)    088 09 47.67198(W)     ADJUSTED  
 JB1684* NAVD 88     -                                                        
 JB1684  ___________________________________________________________________
 JB1684  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 JB1684  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 JB1684
 JB1684  HORZ ORDER  -  THIRD
 JB1684
 JB1684.The horizontal coordinates were established by classical geodetic methods
 JB1684.and adjusted by the National Geodetic Survey in October 1999..
 JB1684
 JB1684
 JB1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1684
 JB1684.The geoid height was determined by GEOID03.
 JB1684
 JB1684;                    North         East     Units Scale Factor Converg.
 JB1684;SPC IL E     -   158,856.077   314,919.269   MT  0.99997774   +0 06 17.8
 JB1684;SPC IL E     -   521,180.31  1,033,197.64   sFT  0.99997774   +0 06 17.8
 JB1684;UTM  16      - 4,217,317.389   398,004.687   MT  0.99972812   -0 43 04.0
 JB1684
 JB1684                          SUPERSEDED SURVEY CONTROL
 JB1684
 JB1684  NAD 83(1997)-  38 05 52.47988(N)    088 09 47.67201(W) AD(       ) 4
 JB1684  NAD 83(1997)-  38 05 52.48629(N)    088 09 47.67027(W) AD(       ) 4
 JB1684  NAD 83(1986)-  38 05 52.48959(N)    088 09 47.67232(W) AD(       ) 4
 JB1684  NAD 27      -  38 05 52.32200(N)    088 09 47.53971(W) AD(       ) 3
 JB1684
 JB1684.Superseded values are not recommended for survey control.
 JB1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1684.See file dsdata.txt to determine how the superseded data were derived.
 JB1684
 JB1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9800517317(NAD 83)
 JB1684_MARKER: 53 = ELEVATED TANK
 JB1684
 JB1684  HISTORY     - Date     Condition        Report By
 JB1684  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1684
 JB1684                          STATION DESCRIPTION
 JB1684
 JB1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1684'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT 200
 JB1684'FEET NORTH OF
 JB1684'SHIPLEY STREET BETWEEN FIRST AND SECOND STREETS.  IT IS
 JB1684'FOUR LEGGED SELF SUPPORTING
 JB1684'STEEL STRUCTURE PAINTED SILVER WITH THE
 JB1684'LEGEND CARMI IN BLACK LETTERS ON ITS EAST
 JB1684'SIDE.  THE OVERALL HEIGHT
 JB1684'IS ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1683 ***********************************************************************
 JB1683  DESIGNATION -  CARMI RADIO STA KSH 644 MAST
 JB1683  PID         -  JB1683
 JB1683  STATE/COUNTY-  IL/WHITE
 JB1683  USGS QUAD   -  CARMI (1974)
 JB1683
 JB1683                         *CURRENT SURVEY CONTROL
 JB1683  ___________________________________________________________________
 JB1683* NAD 83(1997)-  38 05 01.21533(N)    088 11 33.77187(W)     ADJUSTED  
 JB1683* NAVD 88     -                                                        
 JB1683  ___________________________________________________________________
 JB1683  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 JB1683  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JB1683
 JB1683  HORZ ORDER  -  THIRD
 JB1683
 JB1683.The horizontal coordinates were established by classical geodetic methods
 JB1683.and adjusted by the National Geodetic Survey in October 1999..
 JB1683
 JB1683
 JB1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1683
 JB1683.The geoid height was determined by GEOID03.
 JB1683
 JB1683;                    North         East     Units Scale Factor Converg.
 JB1683;SPC IL E     -   157,271.202   312,336.555   MT  0.99997687   +0 05 12.2
 JB1683;SPC IL E     -   515,980.60  1,024,724.18   sFT  0.99997687   +0 05 12.2
 JB1683;UTM  16      - 4,215,770.137   395,400.126   MT  0.99973475   -0 44 08.7
 JB1683
 JB1683                          SUPERSEDED SURVEY CONTROL
 JB1683
 JB1683  NAD 83(1997)-  38 05 01.21705(N)    088 11 33.77192(W) AD(       ) 4
 JB1683  NAD 83(1997)-  38 05 01.22314(N)    088 11 33.77087(W) AD(       ) 4
 JB1683  NAD 83(1986)-  38 05 01.22641(N)    088 11 33.77262(W) AD(       ) 4
 JB1683  NAD 27      -  38 05 01.05752(N)    088 11 33.63327(W) AD(       ) 3
 JB1683
 JB1683.Superseded values are not recommended for survey control.
 JB1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1683.See file dsdata.txt to determine how the superseded data were derived.
 JB1683
 JB1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9540015770(NAD 83)
 JB1683_MARKER: 42 = RADIO/TV MAST
 JB1683
 JB1683  HISTORY     - Date     Condition        Report By
 JB1683  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1683  HISTORY     - 1967     GOOD             CGS
 JB1683
 JB1683                          STATION DESCRIPTION
 JB1683
 JB1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1683'THE STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF THE MAST
 JB1683'LOCATED ABOUT 1.5
 JB1683'MILES WEST OF CARMI.  IT IS A STEEL MAST PAINTED IN
 JB1683'ALTERNATE SECTIONS OF INTERNATIONAL
 JB1683'ORANGE AND WHITE, SUPPORTED BY
 JB1683'GUY WIRES.  THE OVERALL HEIGHT IS 280 FEET.  IT IS
 JB1683'OWNED AND OPERATED
 JB1683'BY RAMOND HALEYS WELL SERVICE.
 JB1683'
 JB1683'TO REACH FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE HIGHWAY 1 IN
 JB1683'THE WEST SECTION OF CARMI,
 JB1683'GO NORTH AND WEST ON U S HIGHWAY 460 FOR 1.65 MILES
 JB1683'TO THE STATION ON THE RIGHT.
 JB1683
 JB1683                          STATION RECOVERY (1967)
 JB1683
 JB1683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1683'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1682 ***********************************************************************
 JB1682  DESIGNATION -  CARMI RADIO STA WROY MAST
 JB1682  PID         -  JB1682
 JB1682  STATE/COUNTY-  IL/WHITE
 JB1682  USGS QUAD   -  CARMI (1974)
 JB1682
 JB1682                         *CURRENT SURVEY CONTROL
 JB1682  ___________________________________________________________________
 JB1682* NAD 83(1997)-  38 04 56.60615(N)    088 12 05.82674(W)     ADJUSTED  
 JB1682* NAVD 88     -                                                        
 JB1682  ___________________________________________________________________
 JB1682  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 JB1682  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JB1682
 JB1682  HORZ ORDER  -  THIRD
 JB1682
 JB1682.The horizontal coordinates were established by classical geodetic methods
 JB1682.and adjusted by the National Geodetic Survey in October 1999..
 JB1682
 JB1682
 JB1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1682
 JB1682.The geoid height was determined by GEOID03.
 JB1682
 JB1682;                    North         East     Units Scale Factor Converg.
 JB1682;SPC IL E     -   157,127.946   311,555.593   MT  0.99997664   +0 04 52.5
 JB1682;SPC IL E     -   515,510.60  1,022,161.97   sFT  0.99997664   +0 04 52.5
 JB1682;UTM  16      - 4,215,638.138   394,617.377   MT  0.99973677   -0 44 28.4
 JB1682
 JB1682                          SUPERSEDED SURVEY CONTROL
 JB1682
 JB1682  NAD 83(1997)-  38 04 56.60796(N)    088 12 05.82678(W) AD(       ) 4
 JB1682  NAD 83(1997)-  38 04 56.61396(N)    088 12 05.82598(W) AD(       ) 4
 JB1682  NAD 83(1986)-  38 04 56.61725(N)    088 12 05.82769(W) AD(       ) 4
 JB1682  NAD 27      -  38 04 56.44818(N)    088 12 05.68718(W) AD(       ) 3
 JB1682
 JB1682.Superseded values are not recommended for survey control.
 JB1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1682.See file dsdata.txt to determine how the superseded data were derived.
 JB1682
 JB1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9461715638(NAD 83)
 JB1682_MARKER: 42 = RADIO/TV MAST
 JB1682
 JB1682  HISTORY     - Date     Condition        Report By
 JB1682  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1682  HISTORY     - 1967     GOOD             CGS
 JB1682
 JB1682                          STATION DESCRIPTION
 JB1682
 JB1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1682'THE STATION IS THE CENTER OF THE RED LIGHT AT THE TOP OF THE MAST.
 JB1682'IT IS A STEEL MAST
 JB1682'PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
 JB1682'ORANGE AND WHITE, SUPPORTED BY GUY
 JB1682'WIRES.  THE OVERALL HEIGHT IS 205
 JB1682'FEET.  IT IS OWNED AND OPERATED BY THE CARMI
 JB1682'BROADCASTING CORPORATION.
 JB1682'
 JB1682'TO REACH FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE HIGHWAY 1 IN
 JB1682'THE WEST SECTION OF CARMI, GO NORTH AND WEST ON US HIGHWAY 460 FOR
 JB1682'2.15 MILES TO THE STATION ON THE LEFT.
 JB1682
 JB1682                          STATION RECOVERY (1967)
 JB1682
 JB1682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1682'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1092 ***********************************************************************
 NH1092  DESIGNATION -  CARPENTERSVILLE ILL IRON STK
 NH1092  PID         -  NH1092
 NH1092  STATE/COUNTY-  IL/KANE
 NH1092  USGS QUAD   -  ELGIN (1992)
 NH1092
 NH1092                         *CURRENT SURVEY CONTROL
 NH1092  ___________________________________________________________________
 NH1092* NAD 83(1997)-  42 06 31.65012(N)    088 17 26.24195(W)     ADJUSTED  
 NH1092* NAVD 88     -                                                        
 NH1092  ___________________________________________________________________
 NH1092  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 NH1092  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH1092
 NH1092  HORZ ORDER  -  THIRD
 NH1092
 NH1092.The horizontal coordinates were established by classical geodetic methods
 NH1092.and adjusted by the National Geodetic Survey in October 1999..
 NH1092
 NH1092
 NH1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1092
 NH1092.The geoid height was determined by GEOID03.
 NH1092
 NH1092;                    North         East     Units Scale Factor Converg.
 NH1092;SPC IL E     -   604,187.156   303,532.481   MT  0.99997515   +0 01 43.1
 NH1092;SPC IL E     - 1,982,237.36    995,839.48   sFT  0.99997515   +0 01 43.1
 NH1092;UTM  16      - 4,662,661.283   393,295.021   MT  0.99974010   -0 51 55.8
 NH1092
 NH1092                          SUPERSEDED SURVEY CONTROL
 NH1092
 NH1092  NAD 83(1997)-  42 06 31.64934(N)    088 17 26.24330(W) AD(       ) 4
 NH1092  NAD 83(1986)-  42 06 31.65197(N)    088 17 26.25252(W) AD(       ) 4
 NH1092  NAD 27      -  42 06 31.56000(N)    088 17 25.96200(W) AD(       ) 3
 NH1092
 NH1092.Superseded values are not recommended for survey control.
 NH1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1092.See file dsdata.txt to determine how the superseded data were derived.
 NH1092
 NH1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9329562661(NAD 83)
 NH1092_MARKER: 63 = STACK
 NH1092
 NH1092  HISTORY     - Date     Condition        Report By
 NH1092  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1092  HISTORY     - 1966     GOOD             CGS
 NH1092  HISTORY     - 19910319 GOOD             USPSQD
 NH1092  HISTORY     - 19971101 GOOD             USPSQD
 NH1092  HISTORY     - 19980522 GOOD             USPSQD
 NH1092
 NH1092                          STATION DESCRIPTION
 NH1092
 NH1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1092'STATION IS THE CENTER OF THE TOP OF THE ROUND, BRICK STACK,
 NH1092'LOCATED AT THE PLANT OF THE ILLINOIS IRON AND BOLT CO., NEAR
 NH1092'THE CENTER OF CARPENTERSVILLE, ON THE NORTH SIDE OF HUNTLEY
 NH1092'ROAD.  THE STACK IS SET ON AN OCTAGONAL BRICK BASE, ABOUT 40
 NH1092'FEET HIGH, THE BASE OF THE STACK IS ABOUT 12 FEET IN DIAMETER
 NH1092'AND HAS A SLIGHT TAPER.  THE UPPER PORTION (ABOUT 25 FEET
 NH1092'OF THE STACK) IS OF RED BRICK AND THE BALANCE IS TAN BRICK.
 NH1092'THE TOTAL HEIGHT IS ABOUT 210 FEET.
 NH1092
 NH1092                          STATION RECOVERY (1966)
 NH1092
 NH1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1092'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1092'CONDITION AT THIS TIME.
 NH1092
 NH1092                          STATION RECOVERY (1991)
 NH1092
 NH1092'RECOVERY NOTE BY US POWER SQUADRON 1991 (JLB)
 NH1092'RECOVERED IN GOOD CONDITION.
 NH1092
 NH1092                          STATION RECOVERY (1997)
 NH1092
 NH1092'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1092'RECOVERED IN GOOD CONDITION.
 NH1092
 NH1092                          STATION RECOVERY (1998)
 NH1092
 NH1092'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1098 ***********************************************************************
 NH1098  DESIGNATION -  CARPENTERSVILLE MUNICIPAL TANK
 NH1098  PID         -  NH1098
 NH1098  STATE/COUNTY-  IL/KANE
 NH1098  USGS QUAD   -  ELGIN (1992)
 NH1098
 NH1098                         *CURRENT SURVEY CONTROL
 NH1098  ___________________________________________________________________
 NH1098* NAD 83(1997)-  42 06 16.40544(N)    088 17 23.25639(W)     ADJUSTED  
 NH1098* NAVD 88     -                                                        
 NH1098  ___________________________________________________________________
 NH1098  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 NH1098  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH1098
 NH1098  HORZ ORDER  -  THIRD
 NH1098
 NH1098.The horizontal coordinates were established by classical geodetic methods
 NH1098.and adjusted by the National Geodetic Survey in October 1999..
 NH1098
 NH1098
 NH1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1098
 NH1098.The geoid height was determined by GEOID03.
 NH1098
 NH1098;                    North         East     Units Scale Factor Converg.
 NH1098;SPC IL E     -   603,716.839   303,601.312   MT  0.99997516   +0 01 45.1
 NH1098;SPC IL E     - 1,980,694.33    996,065.30   sFT  0.99997516   +0 01 45.1
 NH1098;UTM  16      - 4,662,190.060   393,356.490   MT  0.99973994   -0 51 53.5
 NH1098
 NH1098                          SUPERSEDED SURVEY CONTROL
 NH1098
 NH1098  NAD 83(1997)-  42 06 16.40459(N)    088 17 23.25787(W) AD(       ) 4
 NH1098  NAD 83(1986)-  42 06 16.40732(N)    088 17 23.26689(W) AD(       ) 4
 NH1098  NAD 27      -  42 06 16.31500(N)    088 17 22.97500(W) AD(       ) 3
 NH1098
 NH1098.Superseded values are not recommended for survey control.
 NH1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1098.See file dsdata.txt to determine how the superseded data were derived.
 NH1098
 NH1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9335662190(NAD 83)
 NH1098_MARKER: 53 = ELEVATED TANK
 NH1098
 NH1098  HISTORY     - Date     Condition        Report By
 NH1098  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1098  HISTORY     - 1966     GOOD             CGS
 NH1098  HISTORY     - 19910319 MARK NOT FOUND   USPSQD
 NH1098
 NH1098                          STATION DESCRIPTION
 NH1098
 NH1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1098'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE MUNICIPAL
 NH1098'WATER TANK, LOCATED IN THE SOUTHWEST SECTION OF CARPENTERSVILLE,
 NH1098'ABOUT 150 FEET NORTHWEST OF COMMUNITY HIGH SCHOOL, 150 FEET
 NH1098'EAST OF THE CENTER OF U.S. HIGHWAY 31 AND ON THE NORTH SIDE OF
 NH1098'A DRIVEWAY TO THE SCHOOL.  IT IS A STEEL TANK, WITH A OVAL
 NH1098'BOTTOM AND FLAT CONICAL ROOF, ATOP A 4 LEGGED STEEL TRUSSWORK
 NH1098'STRUCTURE.  THE ENTIRE STRUCTURE IS PAINTED SILVER AND THE
 NH1098'TANK HAS THE LEGEND CARPENTERSVILLE PAINTED IN LARGE BLACK
 NH1098'LETTERS ON THE WEST SIDE.  THE TOTAL HEIGHT IS ABOUT 130
 NH1098'FEET.
 NH1098
 NH1098                          STATION RECOVERY (1966)
 NH1098
 NH1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1098'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1098'CONDITION AT THIS TIME.
 NH1098
 NH1098                          STATION RECOVERY (1991)
 NH1098
 NH1098'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBL)
 NH1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2015 ***********************************************************************
 JB2015  FBN         -  This is a Federal Base Network Control Station.
 JB2015  DESIGNATION -  CARPORT
 JB2015  PID         -  JB2015
 JB2015  STATE/COUNTY-  IL/WHITE
 JB2015  USGS QUAD   -  MAUNIE (1974)
 JB2015
 JB2015                         *CURRENT SURVEY CONTROL
 JB2015  ___________________________________________________________________
 JB2015* NAD 83(1997)-  38 05 41.17181(N)    088 07 21.58907(W)     ADJUSTED  
 JB2015* NAVD 88     -       117.4    (meters)     385.     (feet)  GPS OBS   
 JB2015  ___________________________________________________________________
 JB2015  X           -     164,651.426 (meters)                     COMP
 JB2015  Y           -  -5,023,316.906 (meters)                     COMP
 JB2015  Z           -   3,913,781.496 (meters)                     COMP
 JB2015  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JB2015  ELLIP HEIGHT-          86.93  (meters)          (09/15/03) GPS OBS
 JB2015  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JB2015
 JB2015  HORZ ORDER  -  B
 JB2015  ELLP ORDER  -  FOURTH    CLASS I
 JB2015
 JB2015.This mark is at Carmi Airport (CUL)
 JB2015
 JB2015.The horizontal coordinates were established by GPS observations
 JB2015.and adjusted by the National Geodetic Survey in April 1998..
 JB2015
 JB2015.The orthometric height was determined by GPS observations and a
 JB2015.high-resolution geoid model.
 JB2015
 JB2015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2015
 JB2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2015
 JB2015.The ellipsoidal height was determined by GPS observations
 JB2015.and is referenced to NAD 83.
 JB2015
 JB2015.The geoid height was determined by GEOID03.
 JB2015
 JB2015;                    North         East     Units Scale Factor Converg.
 JB2015;SPC IL E     -   158,514.765   318,479.349   MT  0.99997920   +0 07 47.9
 JB2015;SPC IL E     -   520,060.52  1,044,877.66   sFT  0.99997920   +0 07 47.9
 JB2015;UTM  16      - 4,216,925.095   401,558.594   MT  0.99971935   -0 41 33.7
 JB2015
 JB2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2015!SPC IL E     -   0.99998636  x   0.99997920  =   0.99996556
 JB2015!UTM  16      -   0.99998636  x   0.99971935  =   0.99970571
 JB2015
 JB2015:                Primary Azimuth Mark                     Grid Az
 JB2015:SPC IL E     -  CARPORT AZ MK                            180 22 30.0
 JB2015:UTM  16      -  CARPORT AZ MK                            181 11 51.6
 JB2015
 JB2015|---------------------------------------------------------------------|
 JB2015| PID    Reference Object                     Distance      Geod. Az  |
 JB2015|                                                           dddmmss.s |
 JB2015| JB2016 CARPORT AZ MK                       APPROX. 0.6 KM 1803017.9 |
 JB2015|---------------------------------------------------------------------|
 JB2015
 JB2015                          SUPERSEDED SURVEY CONTROL
 JB2015
 JB2015  ELLIP H (04/10/98)   86.90   (m)                       GP(       ) 4 1
 JB2015  NAD 83(1997)-  38 05 41.17478(N)    088 07 21.58986(W) AD(       ) 1
 JB2015  NAD 83(1986)-  38 05 41.18164(N)    088 07 21.58974(W) AD(       ) 1
 JB2015  NGVD 29 (06/25/91)  117.5    (m)          385.     (f) GPS OBS        
 JB2015
 JB2015.Superseded values are not recommended for survey control.
 JB2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2015.See file dsdata.txt to determine how the superseded data were derived.
 JB2015
 JB2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0155916925(NAD 83)
 JB2015_MARKER: I = METAL ROD
 JB2015_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2015_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2015_STAMPING: CARPORT 1990
 JB2015_MARK LOGO: NGS   
 JB2015_PROJECTION: FLUSH
 JB2015_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2015+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 JB2015_ROD/PIPE-DEPTH: 18.3 meters
 JB2015_SLEEVE-DEPTH  : 1.00 meters
 JB2015
 JB2015  HISTORY     - Date     Condition        Report By
 JB2015  HISTORY     - 1990     MONUMENTED       NGS
 JB2015  HISTORY     - 19970226 GOOD             NGS
 JB2015  HISTORY     - 19970626 GOOD             NGS
 JB2015  HISTORY     - 20020812 GOOD             NGS
 JB2015  HISTORY     - 20030327 GOOD             ILDT
 JB2015  HISTORY     - 20030709 GOOD             NGS
 JB2015  HISTORY     - 20060726 GOOD             ILDT
 JB2015
 JB2015                          STATION DESCRIPTION
 JB2015
 JB2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2015'STATION IS LOCATED ABOUT 4 KM (2.5 MI) EAST-NORTHEAST OF CARMI, AT THE
 JB2015'CARMI MUNICIPAL AIRPORT, AT THE JUNCTION OF THE RAMP AND THE RUNWAY,
 JB2015'IN T 5 S, R 10 E, NORTHWEST 1/4 OF SECTION 16. OWNERSHIP--CITY OF
 JB2015'CARMI, MUNICIPAL BUILDING, CARMI IL 62821. AIRPORT MANAGER IS JERRY
 JB2015'TATE, PHONE 618-384-2004. 382-7316.
 JB2015'TO REACH FROM THE OLD COURTHOUSE BUILDING AT THE JUNCTION OF MAIN AND
 JB2015'MAIN-CROSS STREETS IN CARMI, GO NORTHEAST ON STATE HIGHWAY 1 (MAIN
 JB2015'STREET) FOR 0.23 KM (0.14 MI) TO THE SOUTHWEST END OF BRIDGE OVER THE
 JB2015'LITTLE WABASH RIVER.  CONTINUE AHEAD FOR 1.07 KM (0.66 MI) TO A ROAD
 JB2015'RIGHT.  BEAR RIGHT EAST, ON PAVED ROAD (1500 N) FOR 2.30 KM
 JB2015'(1.43 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 JB2015'SOUTH, FOR 0.21 KM (0.13 MI) TO A GATE ON THE RIGHT AT OFFICE.  TURN
 JB2015'RIGHT, WEST, ON APRON, THEN RAMP FOR 0.19 KM (0.12 MI) TO THE RUNWAY
 JB2015'AND STATION ON THE LEFT.
 JB2015'STATION IS 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 JB2015'38.4 M (126.0 FT) SOUTHEAST OF A PK NAIL LOCATED AT THE CENTERLINE
 JB2015'AND EXTREME END OF ASPHALT, 15.8 M (51.8 FT) EAST-NORTHEAST OF A TAXI
 JB2015'GUIDENCE SIGN, 23.0 M (75.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 JB2015'CONCRETE SLAB FOR A VASI, 16.0 M (52.5 FT) SOUTH OF THE CENTERLINE OF
 JB2015'TAXI APPROACH, 8.2 M (26.9 FT) SOUTHEAST OF A TAXI LIGHT, 41.6 M
 JB2015'(136.5 FT) WEST OF THE CENTERLINE OF A PARELLEL TAXIWAY, 12.8 M
 JB2015'(42.0 FT) SOUTHWEST OF SOUTHWEST CORNER OF CONCRTE SLAB FOR NUMBER 18
 JB2015'GUIDENCE SIGN, AT A FLAGGED WOODEN STAKE.
 JB2015
 JB2015                          STATION RECOVERY (1997)
 JB2015
 JB2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JB2015'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST-NORTHEAST OF CARMI, AT
 JB2015'THE CARMI MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CARMI, MUNICIPAL
 JB2015'BUILDING, CARMI IL 62821.  AIRPORT MANAGER IS JERRY TATE, PHONE
 JB2015'618-384-2004, 382-7316.  TO REACH FROM THE SOUTHWEST END OF THE BRIDGE
 JB2015'OVER THE LITTLE WABASH RIVER ON STATE ROUTE 1 IN THE NORTHEAST PART OF
 JB2015'CARMI, GO NORTHEAST ON ROUTE 1 FOR 0.65 MI (1.05 KM) TO A ROAD RIGHT.
 JB2015'BEAR RIGHT, EAST, ON A PAVED ROAD (1500N) FOR 1.43 MI (2.30 KM) TO THE
 JB2015'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, FOR 0.13 MI
 JB2015'(0.21 KM) TO A GATE ON THE RIGHT AT OFFICE.  TURN RIGHT, WEST, ON
 JB2015'APRON, THEN RAMP FOR 0.12 MI (0.19 KM) TO THE RUNWAY AND THE STATION
 JB2015'ON THE LEFT, 31.5 M (103.3 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 JB2015'15.8 M (51.8 FT) EAST-NORTHEAST OF A TAXI GUIDANCE SIGN, 23.0 M (75.5
 JB2015'FT) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE SLAB FOR A VASI,
 JB2015'16.0 M (52.5 FT) SOUTH OF THE CENTERLINE OF THE TAXI APPROACH, 8.2 M
 JB2015'(26.9 FT) SOUTHEAST OF A TAXI LIGHT, 41.6 M (136.5 FT) WEST OF THE
 JB2015'CENTERLINE OF A PARALLEL TAXIWAY, AND 12.8 M (42.0 FT) SOUTHWEST OF
 JB2015'THE SOUTHWEST CORNER OF CONCRETE SLAB FOR NUMBER 18 GUIDANCE SIGN.
 JB2015
 JB2015                          STATION RECOVERY (1997)
 JB2015
 JB2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JB2015'RECOVERED AS DESCRIBED.
 JB2015
 JB2015                          STATION RECOVERY (2002)
 JB2015
 JB2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JK)
 JB2015'RECOVERED AS DESCRIBED
 JB2015'
 JB2015
 JB2015                          STATION RECOVERY (2003)
 JB2015
 JB2015'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (BES)
 JB2015'RECOVERED AS DESCRIBED
 JB2015'
 JB2015
 JB2015                          STATION RECOVERY (2003)
 JB2015
 JB2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 JB2015'RECOVERED AS DESCRIBED.
 JB2015
 JB2015                          STATION RECOVERY (2006)
 JB2015
 JB2015'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JB2015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2016 ***********************************************************************
 JB2016  DESIGNATION -  CARPORT AZ MK
 JB2016  PID         -  JB2016
 JB2016  STATE/COUNTY-  IL/WHITE
 JB2016  USGS QUAD   -  MAUNIE (1974)
 JB2016
 JB2016                         *CURRENT SURVEY CONTROL
 JB2016  ___________________________________________________________________
 JB2016* NAD 83(1997)-  38 05 22.02252(N)    088 07 21.80262(W)     ADJUSTED  
 JB2016* NAVD 88     -       116.4    (meters)     382.     (feet)  VERTCON   
 JB2016  ___________________________________________________________________
 JB2016  X           -     164,658.134 (meters)                     COMP
 JB2016  Y           -  -5,023,680.413 (meters)                     COMP
 JB2016  Z           -   3,913,316.244 (meters)                     COMP
 JB2016  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JB2016  ELLIP HEIGHT-          86.01  (meters)          (10/21/99) GPS OBS
 JB2016  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JB2016
 JB2016  HORZ ORDER  -  FIRST
 JB2016  ELLP ORDER  -  FOURTH    CLASS I
 JB2016
 JB2016.This mark is at Carmi Airport (CUL)
 JB2016
 JB2016.The horizontal coordinates were established by GPS observations
 JB2016.and adjusted by the National Geodetic Survey in October 1999..
 JB2016
 JB2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2016
 JB2016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2016
 JB2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2016
 JB2016.The ellipsoidal height was determined by GPS observations
 JB2016.and is referenced to NAD 83.
 JB2016
 JB2016.The geoid height was determined by GEOID03.
 JB2016
 JB2016;                    North         East     Units Scale Factor Converg.
 JB2016;SPC IL E     -   157,924.340   318,475.484   MT  0.99997920   +0 07 47.7
 JB2016;SPC IL E     -   518,123.44  1,044,864.98   sFT  0.99997920   +0 07 47.7
 JB2016;UTM  16      - 4,216,334.939   401,546.256   MT  0.99971938   -0 41 33.6
 JB2016
 JB2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2016!SPC IL E     -   0.99998650  x   0.99997920  =   0.99996570
 JB2016!UTM  16      -   0.99998650  x   0.99971938  =   0.99970589
 JB2016
 JB2016:                Primary Azimuth Mark                     Grid Az
 JB2016:SPC IL E     -  CARPORT                                  000 22 30.1
 JB2016:UTM  16      -  CARPORT                                  001 11 51.4
 JB2016
 JB2016|---------------------------------------------------------------------|
 JB2016| PID    Reference Object                     Distance      Geod. Az  |
 JB2016|                                                           dddmmss.s |
 JB2016| JB2015 CARPORT                             APPROX. 0.6 KM 0003017.8 |
 JB2016|---------------------------------------------------------------------|
 JB2016
 JB2016                          SUPERSEDED SURVEY CONTROL
 JB2016
 JB2016  NAD 83(1997)-  38 05 22.02252(N)    088 07 21.80262(W) AD(       ) 1
 JB2016  NAD 83(1997)-  38 05 22.02549(N)    088 07 21.80341(W) AD(       ) 1
 JB2016  NAD 83(1986)-  38 05 22.03235(N)    088 07 21.80329(W) AD(       ) 1
 JB2016  NGVD 29 (06/25/91)  116.6    (m)          383.     (f) GPS OBS        
 JB2016
 JB2016.Superseded values are not recommended for survey control.
 JB2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2016.See file dsdata.txt to determine how the superseded data were derived.
 JB2016
 JB2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0154616335(NAD 83)
 JB2016_MARKER: I = METAL ROD
 JB2016_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2016_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2016_STAMPING: CARPORT AZ MK 1990
 JB2016_MARK LOGO: NGS   
 JB2016_PROJECTION: FLUSH
 JB2016_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2016+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2016_ROD/PIPE-DEPTH: 7.3  meters
 JB2016_SLEEVE-DEPTH  : 1.0 meters
 JB2016
 JB2016  HISTORY     - Date     Condition        Report By
 JB2016  HISTORY     - 1990     MONUMENTED       NGS
 JB2016
 JB2016                          STATION DESCRIPTION
 JB2016
 JB2016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2016'STATION IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF CARMI, AT THE CARMI
 JB2016'MUNICIPAL AIRPORT, MIDWAY ALONG THE RUNWAY, IN T 5 S, R 10 E,
 JB2016'SOUTHWEST 1/4 OF SECTION 16.  OWNERSHIP--CITY OF CARMI, MUNICIPAL
 JB2016'BUILDING, CARMI IL 62821.  AIRPORT MANAGER IS JERRY TATE, PHONE
 JB2016'618-384-2004. 382-7316.
 JB2016'TO REACH FROM THE OLD COURTHOUSE BUILDING AT THE JUNCTION OF MAIN AND
 JB2016'MAIN-CROSS STREETS IN CARMI, GO NORTHEAST ON STATE HIGHWAY 1 (MAIN
 JB2016'STREET) FOR 0.23 KM (0.14 MI) TO THE SOUTHWEST END OF BRIDGE OVER THE
 JB2016'LITTLE WABASH RIVER.  CONTINUE AHEAD FOR 1.07 KM (0.66 MI) TO A ROAD
 JB2016'RIGHT.  BEAR RIGHT EAST, ON PAVED ROAD (1500 N) FOR 2.30 KM
 JB2016'(1.43 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 JB2016'SOUTH, FOR 0.21 KM (0.13 MI) TO A GATE ON THE RIGHT AT OFFICE.  TURN
 JB2016'RIGHT, WEST, ON APRON, THEN RAMP FOR 0.1 M (0.3 FT)  TO THE PARELLEL
 JB2016'TAXIWAY ON THE LEFT, THEN GO LEFT, SOUTH, ALONG TAXIWAY FOR 0.35 MI
 JB2016'(0.56 KM) TO THE STATION ON THE RIGHT, AT THE JUNCTION OF RUNWAY AND
 JB2016'TAXI APPROACH.
 JB2016'STATION IS 29.1 M (95.5 FT) EAST OF THE CENTERLINE OF THE RUNWAY,
 JB2016'22.25 M (73.00 FT) NORTH OF THE CENTERLINE OF THE TAXI APPROACH, 12.6
 JB2016'M (41.3 FT) EAST OF TAXI LIGHT NUMBER TI33, 14.0 M (45.9 FT) NORTH OF
 JB2016'TAXI LIGHT NUMBER TI31, AT A FLAGGED WOODEN STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0332 ***********************************************************************
 KB0332  DESIGNATION -  CARREY
 KB0332  PID         -  KB0332
 KB0332  STATE/COUNTY-  IL/SHELBY
 KB0332  USGS QUAD   -  NEOGA (1984)
 KB0332
 KB0332                         *CURRENT SURVEY CONTROL
 KB0332  ___________________________________________________________________
 KB0332* NAD 83(1997)-  39 15 54.52655(N)    088 28 39.62590(W)     ADJUSTED  
 KB0332* NAVD 88     -       197.405  (meters)     647.65   (feet)  ADJUSTED  
 KB0332  ___________________________________________________________________
 KB0332  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 KB0332  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0332  DYNAMIC HT  -         197.288 (meters)     647.27  (feet)  COMP
 KB0332  MODELED GRAV-     980,030.6   (mgal)                       NAVD 88
 KB0332
 KB0332  HORZ ORDER  -  SECOND
 KB0332  VERT ORDER  -  SECOND    CLASS 0
 KB0332
 KB0332.The horizontal coordinates were established by classical geodetic methods
 KB0332.and adjusted by the National Geodetic Survey in October 1999..
 KB0332
 KB0332.The orthometric height was determined by differential leveling
 KB0332.and adjusted by the National Geodetic Survey in June 1991..
 KB0332
 KB0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0332
 KB0332.The geoid height was determined by GEOID03.
 KB0332
 KB0332.The dynamic height is computed by dividing the NAVD 88
 KB0332.geopotential number by the normal gravity value computed on the
 KB0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0332.degrees latitude (g = 980.6199 gals.).
 KB0332
 KB0332.The modeled gravity was interpolated from observed gravity values.
 KB0332
 KB0332;                    North         East     Units Scale Factor Converg.
 KB0332;SPC IL E     -   288,423.249   287,543.409   MT  0.99997691   -0 05 28.9
 KB0332;SPC IL E     -   946,268.61    943,382.00   sFT  0.99997691   -0 05 28.9
 KB0332;UTM  16      - 4,347,241.357   372,521.715   MT  0.99980009   -0 56 07.3
 KB0332
 KB0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0332!SPC IL E     -   0.99997406  x   0.99997691  =   0.99995097
 KB0332!UTM  16      -   0.99997406  x   0.99980009  =   0.99977416
 KB0332
 KB0332:                Primary Azimuth Mark                     Grid Az
 KB0332:SPC IL E     -  NEOGA MUNICIPAL TANK                     018 52 45.4
 KB0332:UTM  16      -  NEOGA MUNICIPAL TANK                     019 43 23.8
 KB0332
 KB0332|---------------------------------------------------------------------|
 KB0332| PID    Reference Object                     Distance      Geod. Az  |
 KB0332|                                                           dddmmss.s |
 KB0332| KB1212 NEOGA MUNICIPAL TANK                APPROX. 6.2 KM 0184716.5 |
 KB0332| KB0331 CARREY RM 1                          13.090 METERS 01854     |
 KB0332| KB1198 SIGEL ST MICHAEL CATH CH SPIRE      APPROX. 4.4 KM 1955644.4 |
 KB0332| KB1200 SIGEL MUNICIPAL TANK                APPROX. 4.7 KM 1961524.2 |
 KB0332| KB0333 CARREY RM 2                          13.813 METERS 19940     |
 KB0332|---------------------------------------------------------------------|
 KB0332
 KB0332                          SUPERSEDED SURVEY CONTROL
 KB0332
 KB0332  NAD 83(1997)-  39 15 54.52850(N)    088 28 39.62564(W) AD(       ) 2
 KB0332  NAD 83(1986)-  39 15 54.53988(N)    088 28 39.62164(W) AD(       ) 2
 KB0332  NAD 27      -  39 15 54.40360(N)    088 28 39.44840(W) AD(       ) 2
 KB0332  NGVD 29 (??/??/92)  197.483  (m)          647.91   (f) ADJ UNCH    2 0
 KB0332
 KB0332.Superseded values are not recommended for survey control.
 KB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0332.See file dsdata.txt to determine how the superseded data were derived.
 KB0332
 KB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7252247241(NAD 83)
 KB0332_MARKER: DS = TRIANGULATION STATION DISK
 KB0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0332_STAMPING: CARREY 1959
 KB0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0332+STABILITY: SURFACE MOTION
 KB0332
 KB0332  HISTORY     - Date     Condition        Report By
 KB0332  HISTORY     - 1959     MONUMENTED       CGS
 KB0332  HISTORY     - 1959     GOOD             CGS
 KB0332  HISTORY     - 1973     GOOD             NGS
 KB0332
 KB0332                          STATION DESCRIPTION
 KB0332
 KB0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0332'THE STATION IS LOCATED ABOUT 31/2 MILES SOUTH-SOUTHWEST OF NEOGA
 KB0332'ABOUT3.0MILES NORTH-NORTHEAST OF SIGEL AND ABOUT 0.35 MILES
 KB0332'WEST OF THE CUMBERLAND-SHELBY COUNTY LINE.
 KB0332'
 KB0332'TO REACH THE STATION FROM THE POST OFFICE IN SIGEL, GO NORTHEASTERLY
 KB0332'ON U.S. HIGHWAY 45 FOR 2.8 MILES TO THE STATION ON RIGHT AS
 KB0332'DESCRIBED.
 KB0332'
 KB0332'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A 12 X 12
 KB0332'INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED CARREY
 KB0332'1959.  IT IS 32.6 FEET EAST OF THE APPROXIMATE CENTER OF U.S. 45 5.8
 KB0332'FT. S.S.W. OF WITNESS POST, 7 FEET SOUTH-SOUTHWEST OF
 KB0332'TELEPHONE POLE AND 1.6 FEET WEST OF FENCE.
 KB0332'
 KB0332'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB0332'A 12 X 12 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED
 KB0332'CARREY NO 1 1959. IT IS 36 FEET NORTH OF TELEPHONE POLE, 32 FEET EAST
 KB0332'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 45 AND 2.4 FEET WEST
 KB0332'OF FENCE.
 KB0332'
 KB0332'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB0332'A 12 X 12 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED
 KB0332'CARREY NO 2 1959. IT IS 52 FEET SOUTH OF TELEPHONE POLE, 32 FEET EAST
 KB0332'OF THE APPROXIMATE CENTER OF U.S. HWY. 45 AND 1.6 FEET WEST OF
 KB0332'FENCE.
 KB0332'
 KB0332'NO AZIMUTH MARK WAS ESTABLISHED.
 KB0332'
 KB0332'HEIGHT OF LIGHT ABOVE STATION MARK 2.43 METERS.
 KB0332
 KB0332                          STATION RECOVERY (1959)
 KB0332
 KB0332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0332'2.8 MI N FROM SIGEL.
 KB0332'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0332'AT SIGEL, ABOUT 165 YARDS NORTH OF THE NORTH END OF A WIRE GATE
 KB0332'EAST OF THE ROAD, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KB0332'2 FEET WEST OF A FENCE, 7 FEET SOUTH OF THE THIRD TELEPHONE
 KB0332'POLE NORTH OF THE WIRE GATE, 5.8 FEET SOUTH OF A METAL WITNESS
 KB0332'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 KB0332'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB0332
 KB0332                          STATION RECOVERY (1973)
 KB0332
 KB0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1608 ***********************************************************************
 HB1608  DESIGNATION -  CARRIER MILLS MUNICIPAL TANK
 HB1608  PID         -  HB1608
 HB1608  STATE/COUNTY-  IL/SALINE
 HB1608  USGS QUAD   -  CARRIER MILLS (1996)
 HB1608
 HB1608                         *CURRENT SURVEY CONTROL
 HB1608  ___________________________________________________________________
 HB1608* NAD 83(1997)-  37 41 04.16916(N)    088 37 56.42543(W)     ADJUSTED  
 HB1608* NAVD 88     -                                                        
 HB1608  ___________________________________________________________________
 HB1608  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 HB1608  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HB1608
 HB1608  HORZ ORDER  -  THIRD
 HB1608
 HB1608.The horizontal coordinates were established by classical geodetic methods
 HB1608.and adjusted by the National Geodetic Survey in October 1999..
 HB1608
 HB1608
 HB1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1608
 HB1608.The geoid height was determined by GEOID03.
 HB1608
 HB1608;                    North         East     Units Scale Factor Converg.
 HB1608;SPC IL E     -   112,998.399   273,625.985   MT  0.99998356   -0 10 58.0
 HB1608;SPC IL E     -   370,728.91    897,721.25   sFT  0.99998356   -0 10 58.0
 HB1608;UTM  16      - 4,172,063.190   356,068.079   MT  0.99985517   -0 59 53.0
 HB1608
 HB1608                          SUPERSEDED SURVEY CONTROL
 HB1608
 HB1608  NAD 83(1997)-  37 41 04.17509(N)    088 37 56.42481(W) AD(       ) 4
 HB1608  NAD 83(1986)-  37 41 04.18013(N)    088 37 56.42840(W) AD(       ) 4
 HB1608  NAD 27      -  37 41 04.00224(N)    088 37 56.22914(W) AD(       ) 3
 HB1608
 HB1608.Superseded values are not recommended for survey control.
 HB1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1608.See file dsdata.txt to determine how the superseded data were derived.
 HB1608
 HB1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5606872063(NAD 83)
 HB1608_MARKER: 53 = ELEVATED TANK
 HB1608
 HB1608  HISTORY     - Date     Condition        Report By
 HB1608  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1608  HISTORY     - 1960     GOOD             CGS
 HB1608
 HB1608                          STATION DESCRIPTION
 HB1608
 HB1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1608'THE STATION IS THE FINIAL OF THE MUNICIPAL WATER TANK OF CARRIER
 HB1608'MILLS.  IT IS LOCATED IN THE MAIN PART OF TOWN, 1 BLOCK EAST OF NORTH
 HB1608'MAIN STREET, ABOUT 100 YARDS SOUTH OF WALNUT STREET, 14 PACES NORTH
 HB1608'OF A RED BRICK BUILDING BELONGING TO MR. CLYDE OKEEFE AND 11 PACES
 HB1608'SOUTH OF A CEMENT BLOCK BUILDING (OKEEFE LUMBER COMPANY).  THE TANK
 HB1608'IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS 89
 HB1608'FEET.  THE TANK AND SUPPORTING STRUCTURES ARE PAINTED ALUMINUM.  THE
 HB1608'WORDS CARRIER MILLS ARE PAINTED IN BLACK ON THE NORTH AND SOUTH
 HB1608'SIDES OF THE TANK.
 HB1608
 HB1608                          STATION RECOVERY (1960)
 HB1608
 HB1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1608'THE STATION, RECOVERED AND FOUND AS DESCRIBED.  THE 1957 DESCRIPTION
 HB1608'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1824 ***********************************************************************
 JB1824  DESIGNATION -  CARRIGAN
 JB1824  PID         -  JB1824
 JB1824  STATE/COUNTY-  IL/MARION
 JB1824  USGS QUAD   -  FAIRMAN (1970)
 JB1824
 JB1824                         *CURRENT SURVEY CONTROL
 JB1824  ___________________________________________________________________
 JB1824* NAD 83(1997)-  38 39 41.94859(N)    089 02 31.71644(W)     ADJUSTED  
 JB1824* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 JB1824  ___________________________________________________________________
 JB1824  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 JB1824  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JB1824
 JB1824  HORZ ORDER  -  SECOND
 JB1824
 JB1824.The horizontal coordinates were established by classical geodetic methods
 JB1824.and adjusted by the National Geodetic Survey in October 1999..
 JB1824
 JB1824.The orthometric height was scaled from a topographic map.
 JB1824
 JB1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1824
 JB1824.The geoid height was determined by GEOID03.
 JB1824
 JB1824;                    North         East     Units Scale Factor Converg.
 JB1824;SPC IL E     -   221,656.648   238,308.165   MT  1.00002185   -0 26 34.2
 JB1824;SPC IL E     -   727,218.52    781,849.37   sFT  1.00002185   -0 26 34.2
 JB1824;UTM  16      - 4,281,209.490   322,319.787   MT  0.99998878   -1 16 34.0
 JB1824
 JB1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1824!SPC IL E     -   0.99997837  x   1.00002185  =   1.00000022
 JB1824!UTM  16      -   0.99997837  x   0.99998878  =   0.99996715
 JB1824
 JB1824|---------------------------------------------------------------------|
 JB1824| PID    Reference Object                     Distance      Geod. Az  |
 JB1824|                                                           dddmmss.s |
 JB1824| CI4069 CARRIGAN RM 1                        26.524 METERS 01157     |
 JB1824| CI4070 CARRIGAN RM 2                        36.786 METERS 26254     |
 JB1824| CI4068 CARRIGAN AZ MK                      APPROX. 0.7 KM 2671018.0 |
 JB1824|---------------------------------------------------------------------|
 JB1824
 JB1824                          SUPERSEDED SURVEY CONTROL
 JB1824
 JB1824  NAD 83(1986)-  38 39 41.96447(N)    089 02 31.71268(W) AD(       ) 2
 JB1824  NAD 27      -  38 39 41.78373(N)    089 02 31.49176(W) AD(       ) 2
 JB1824
 JB1824.Superseded values are not recommended for survey control.
 JB1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1824.See file dsdata.txt to determine how the superseded data were derived.
 JB1824
 JB1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2232081209(NAD 83)
 JB1824_MARKER: DS = TRIANGULATION STATION DISK
 JB1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1824
 JB1824  HISTORY     - Date     Condition        Report By
 JB1824  HISTORY     - 1962     MONUMENTED       CGS
 JB1824
 JB1824                          STATION DESCRIPTION
 JB1824
 JB1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1824'THE STATION IS ABOUT 5 MILES NORTHEAST OF SANDOVAL, ABOUT 3 MILES
 JB1824'NORTH OF ODIN, IN
 JB1824'CARRIGAN TOWNSHIP, IN THE NORTHWEST 0.25 OF SEC 36, T 3 N, R
 JB1824'1 E AND ON PROPERTY OWNED
 JB1824'BY MR W J RAMSEY.  IT IS 89 FEET SOUTH OF A
 JB1824'WITNESS POST, 65.6 FEET NORTH OF THE
 JB1824'NORTHEAST CORNER OF A HOUSE, 60
 JB1824'FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 58 FEET.
 JB1824'SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 26 FEET SOUTHWEST OF A 20
 JB1824'INCH ELM TREE.
 JB1824'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CARRIGAN 1962.
 JB1824'
 JB1824'TO REACH THE STATION FROM THE POST OFFICE IN ODIN, GO EAST ON A PAVED
 JB1824'STREET FOR 0.05 MILE TO A
 JB1824'SIDE STREET LEFT.  TURN LEFT AND GO NORTH ON A
 JB1824'PAVED STREET FOR 0.15 MILE TO A CROSS
 JB1824'STREET (U S HIGHWAY 50).
 JB1824'CONTINUE NORTH ON A PAVED STREET FOR 0.15 MILE TO A
 JB1824'T-ROAD.  TURN
 JB1824'RIGHT AND GO EAST ON A PAVED ROAD FOR 0.15 MILE TO A T-ROAD.  TURN
 JB1824'LEFT AND GO NORTH
 JB1824'ON A PAVED ROAD FOR 2.8 MILES TO THE AZIMUTH MARK
 JB1824'ON THE LEFT.  CONTINUE NORTH ON THE
 JB1824'PAVED ROAD FOR 0.15 MILE TO A
 JB1824'CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR
 JB1824'0.3 MILE TO A
 JB1824'FORK.  KEEP RIGHT FORK AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.1
 JB1824'MILE TO A DRIVEWAY
 JB1824'RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 JB1824'DRIVEWAY FOR 0.1 MILE TO THE STATION
 JB1824'ON THE LEFT.
 JB1824'
 JB1824'REFERENCE MARK 1 IS 32 FEET NORTH OF THE TELEPHONE POLE, 28 FEET EAST
 JB1824'OF THE CENTERLINE OF THE
 JB1824'GRAVELED DRIVEWAY, 5 FEET WEST OF A 18 INCH ASH
 JB1824'TREE AND 3 FEET SOUTHWEST OF THE
 JB1824'WITNESS POST.  THE MONUMENT IS FLUSH
 JB1824'AND THE DISK IS STAMPED CARRIGAN NO 1 1962.
 JB1824'
 JB1824'REFERENCE MARK 2 IS 55 FEET WEST OF THE NORTHWEST CORNER OF THE
 JB1824'HOUSE, 16 FEET WEST OF THE
 JB1824'CENTERLINE OF THE GRAVELED DRIVEWAY AND 2 FEET EAST OF A
 JB1824'POWER POLE WITH A TRANSFORMER
 JB1824'AND METER.  THE MONUMENT IS FLUSH AND
 JB1824'THE DISK IS STAMPED CARRIGAN NO 2 1962.
 JB1824'
 JB1824'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 2
 JB1824'FEET SOUTHEAST OF A
 JB1824'WITNESS POST AND 1 FOOT SOUTHEAST OF A POWER POLE.
 JB1824'THE MONUMENT IS FLUSH AND THE
 JB1824'DISK IS STAMPED CARRIGAN 1962.
 JB1824'
 JB1824'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI4068 ***********************************************************************
 CI4068  DESIGNATION -  CARRIGAN AZ MK
 CI4068  PID         -  CI4068
 CI4068  STATE/COUNTY-  IL/MARION
 CI4068  USGS QUAD   -  FAIRMAN (1970)
 CI4068
 CI4068                         *CURRENT SURVEY CONTROL
 CI4068  ___________________________________________________________________
 CI4068* NAD 83(1997)-  38 39 40.87937(N)    089 02 59.29624(W)     ADJUSTED  
 CI4068* NAVD 88     -       164.9    (meters)     541.     (feet)  GPS OBS   
 CI4068  ___________________________________________________________________
 CI4068  X           -      82,700.880 (meters)                     COMP
 CI4068  Y           -  -4,986,318.098 (meters)                     COMP
 CI4068  Z           -   3,963,115.108 (meters)                     COMP
 CI4068  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CI4068  ELLIP HEIGHT-         133.86  (meters)          (05/04/06) GPS OBS
 CI4068  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 CI4068
 CI4068  HORZ ORDER  -  FIRST
 CI4068  ELLP ORDER  -  SECOND    CLASS II
 CI4068
 CI4068.The horizontal coordinates were established by GPS observations
 CI4068.and adjusted by the National Geodetic Survey in May 2006..
 CI4068
 CI4068.The orthometric height was determined by GPS observations and a
 CI4068.high-resolution geoid model.
 CI4068
 CI4068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI4068
 CI4068.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI4068
 CI4068.The ellipsoidal height was determined by GPS observations
 CI4068.and is referenced to NAD 83.
 CI4068
 CI4068.The geoid height was determined by GEOID03.
 CI4068
 CI4068;                    North         East     Units Scale Factor Converg.
 CI4068;SPC IL E     -   221,628.859   237,641.114   MT  1.00002287   -0 26 51.4
 CI4068;SPC IL E     -   727,127.35    779,660.89   sFT  1.00002287   -0 26 51.4
 CI4068;UTM  16      - 4,281,191.405   321,652.424   MT  0.99999171   -1 16 51.2
 CI4068
 CI4068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI4068!SPC IL E     -   0.99997900  x   1.00002287  =   1.00000187
 CI4068!UTM  16      -   0.99997900  x   0.99999171  =   0.99997071
 CI4068
 CI4068                          SUPERSEDED SURVEY CONTROL
 CI4068
 CI4068.No superseded survey control is available for this station.
 CI4068
 CI4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2165281191(NAD 83)
 CI4068_MARKER: DD = SURVEY DISK
 CI4068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI4068_STAMPING: CARRIGAN 1962
 CI4068_PROJECTION: FLUSH
 CI4068_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI4068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI4068+STABILITY: SURFACE MOTION
 CI4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI4068+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 CI4068
 CI4068  HISTORY     - Date     Condition        Report By
 CI4068  HISTORY     - 1962     MONUMENTED       CGS
 CI4068  HISTORY     - 20060201 GOOD             ILDT
 CI4068
 CI4068                          STATION DESCRIPTION
 CI4068
 CI4068'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (CP)
 CI4068'FROM THE JUNCTION OF US 50 AND SEVEN HILLS ROAD IN ODIN IL PROCEED 3.1
 CI4068'MILES TO MARK ON  RIGHT. THE MARK IS 22 FEET WEST OF THE CENTERLINE OF
 CI4068'A PAVED ROAD, 2 FEET SOUTHEAST OF A  WITNESS POST AND 1 FOOT SOUTHEAST
 CI4068'OF A POWER POLE. THE MONUMENT IS FLUSH AND THE DISK  IS STAMPED
 CI4068'CARRIGAN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0793 ***********************************************************************
 NH0793  DESIGNATION -  CARROLL
 NH0793  PID         -  NH0793
 NH0793  STATE/COUNTY-  IL/WINNEBAGO
 NH0793  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0793
 NH0793                         *CURRENT SURVEY CONTROL
 NH0793  ___________________________________________________________________
 NH0793* NAD 83(1997)-  42 23 04.80367(N)    089 03 13.97585(W)     ADJUSTED  
 NH0793* NAVD 88     -       225.237  (meters)     738.97   (feet)  POSTED    
 NH0793  ___________________________________________________________________
 NH0793  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 NH0793  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NH0793  DYNAMIC HT  -         225.170 (meters)     738.75  (feet)  COMP
 NH0793  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 NH0793
 NH0793  HORZ ORDER  -  SECOND
 NH0793  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NH0793
 NH0793.The horizontal coordinates were established by classical geodetic methods
 NH0793.and adjusted by the National Geodetic Survey in October 1999..
 NH0793
 NH0793.The orthometric height was determined by differential leveling
 NH0793.and adjusted by the National Geodetic Survey in 1992..
 NH0793.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NH0793.rate of 0.0 thru 1.0 mm/km.
 NH0793
 NH0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0793
 NH0793.The geoid height was determined by GEOID03.
 NH0793
 NH0793.The dynamic height is computed by dividing the NAVD 88
 NH0793.geopotential number by the normal gravity value computed on the
 NH0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0793.degrees latitude (g = 980.6199 gals.).
 NH0793
 NH0793.The modeled gravity was interpolated from observed gravity values.
 NH0793
 NH0793;                    North         East     Units Scale Factor Converg.
 NH0793;SPC IL W     -   635,407.690   791,632.846   MT  1.00004445   +0 45 00.7
 NH0793;SPC IL W     - 2,084,666.73  2,597,215.43   sFT  1.00004445   +0 45 00.7
 NH0793;SPC IL E     -   635,080.798   240,664.207   MT  1.00001830   -0 29 08.7
 NH0793;SPC IL E     - 2,083,594.25    789,579.15   sFT  1.00001830   -0 29 08.7
 NH0793;SPC WI S     -    43,176.387   677,917.940   MT  1.00008852   +0 39 00.3
 NH0793;SPC WI S     -   141,654.53  2,224,135.77   sFT  1.00008852   +0 39 00.3
 NH0793;UTM  16      - 4,694,530.125   330,927.280   MT  0.99995172   -1 23 05.5
 NH0793
 NH0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0793!SPC IL W     -   0.99996993  x   1.00004445  =   1.00001438
 NH0793!SPC IL E     -   0.99996993  x   1.00001830  =   0.99998823
 NH0793!SPC WI S     -   0.99996993  x   1.00008852  =   1.00005845
 NH0793!UTM  16      -   0.99996993  x   0.99995172  =   0.99992165
 NH0793
 NH0793:                Primary Azimuth Mark                     Grid Az
 NH0793:SPC IL W     -  CALHOUN                                  038 23 18.4
 NH0793:SPC IL E     -  CALHOUN                                  039 37 27.8
 NH0793:SPC WI S     -  CALHOUN                                  038 29 18.8
 NH0793:UTM  16      -  CALHOUN                                  040 31 24.6
 NH0793
 NH0793|---------------------------------------------------------------------|
 NH0793| PID    Reference Object                     Distance      Geod. Az  |
 NH0793|                                                           dddmmss.s |
 NH0793| NH1404 CALHOUN                             APPROX. 0.8 KM 0390819.1 |
 NH0793| CI8324 CARROLL RM                            4.110 METERS 30650     |
 NH0793|---------------------------------------------------------------------|
 NH0793
 NH0793                          SUPERSEDED SURVEY CONTROL
 NH0793
 NH0793  NAD 83(1997)-  42 23 04.80360(N)    089 03 13.97633(W) AD(       ) 2
 NH0793  NAD 83(1997)-  42 23 04.79971(N)    089 03 13.97534(W) AD(       ) 2
 NH0793  NAD 83(1986)-  42 23 04.79793(N)    089 03 13.97850(W) AD(       ) 2
 NH0793  NAD 27      -  42 23 04.73560(N)    089 03 13.58020(W) AD(       ) 2
 NH0793
 NH0793.Superseded values are not recommended for survey control.
 NH0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0793.See file dsdata.txt to determine how the superseded data were derived.
 NH0793
 NH0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3092794530(NAD 83)
 NH0793_MARKER: N = NAIL
 NH0793_SETTING: 0 = UNSPECIFIED SETTING
 NH0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0793
 NH0793  HISTORY     - Date     Condition        Report By
 NH0793  HISTORY     - 1920     MONUMENTED       CGS
 NH0793  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0793
 NH0793                          STATION DESCRIPTION
 NH0793
 NH0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0793'STATION IS ABOUT 1 MILE N OF LATHAM PARK, ON THE W SIDE OF
 NH0793'THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 80 YARDS S
 NH0793'OF RAILROAD BRIDGE E 566, 130 YARDS N OF THE STATION 1 MILE
 NH0793'SIGN, AND 5.85 METERS (19.20 FEET) W OF THE W AND NEAREST RAIL.
 NH0793'THE STATION MARK IS A STAKE 2 BY 4 INCHES IN SIZE, WITH A NAIL
 NH0793'WITH A CROSS FILED ON THE HEAD, AND THE REFERENCE MARK IS A
 NH0793'STAKE OF THE SAME SIZE WITH AN ARROW SAWED IN THE TOP.  THE
 NH0793'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, 4.11 METERS
 NH0793'(13.48 FEET) FROM THE STATION, N 53 DEG 10 MIN W.
 NH0793
 NH0793                          STATION RECOVERY (1997)
 NH0793
 NH0793'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9201 ***********************************************************************
 DE9201  DESIGNATION -  CARROLLTON
 DE9201  PID         -  DE9201
 DE9201  STATE/COUNTY-  IL/GREENE
 DE9201  USGS QUAD   -  CARROLLTON (1983)
 DE9201
 DE9201                         *CURRENT SURVEY CONTROL
 DE9201  ___________________________________________________________________
 DE9201* NAD 83(1997)-  39 18 06.40572(N)    090 25 08.85498(W)     ADJUSTED  
 DE9201* NAVD 88     -       184.9    (meters)     607.     (feet)  GPS OBS   
 DE9201  ___________________________________________________________________
 DE9201  X           -     -36,153.220 (meters)                     COMP
 DE9201  Y           -  -4,942,160.736 (meters)                     COMP
 DE9201  Z           -   4,018,394.934 (meters)                     COMP
 DE9201  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DE9201  ELLIP HEIGHT-         152.82  (meters)          (02/03/05) GPS OBS
 DE9201  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DE9201
 DE9201  HORZ ORDER  -  FIRST
 DE9201  ELLP ORDER  -  FOURTH    CLASS II
 DE9201
 DE9201.The horizontal coordinates were established by GPS observations
 DE9201.and adjusted by the National Geodetic Survey in January 2003..
 DE9201
 DE9201.The orthometric height was determined by GPS observations and a
 DE9201.high-resolution geoid model.
 DE9201
 DE9201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9201
 DE9201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9201
 DE9201.The ellipsoidal height was determined by GPS observations
 DE9201.and is referenced to NAD 83.
 DE9201
 DE9201.The geoid height was determined by GEOID03.
 DE9201
 DE9201;                    North         East     Units Scale Factor Converg.
 DE9201;SPC IL W     -   292,500.750   678,224.793   MT  0.99994701   -0 09 35.7
 DE9201;SPC IL W     -   959,646.21  2,225,142.51   sFT  0.99994701   -0 09 35.7
 DE9201;UTM  15      - 4,353,442.200   722,544.971   MT  1.00020984   +1 38 07.5
 DE9201
 DE9201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9201!SPC IL W     -   0.99997602  x   0.99994701  =   0.99992304
 DE9201!UTM  15      -   0.99997602  x   1.00020984  =   1.00018586
 DE9201
 DE9201:                Primary Azimuth Mark                     Grid Az
 DE9201:SPC IL W     -  CARROLLTON AZI                           276 15 40.5
 DE9201:UTM  15      -  CARROLLTON AZI                           274 27 57.3
 DE9201
 DE9201|---------------------------------------------------------------------|
 DE9201| PID    Reference Object                     Distance      Geod. Az  |
 DE9201|                                                           dddmmss.s |
 DE9201| DE9200 CARROLLTON AZI                      APPROX. 0.6 KM 2760604.8 |
 DE9201|---------------------------------------------------------------------|
 DE9201
 DE9201                          SUPERSEDED SURVEY CONTROL
 DE9201
 DE9201  ELLIP H (01/06/03)  152.87   (m)                       GP(       ) 3 2
 DE9201
 DE9201.Superseded values are not recommended for survey control.
 DE9201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9201.See file dsdata.txt to determine how the superseded data were derived.
 DE9201
 DE9201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD2254553442(NAD 83)
 DE9201_MARKER: A = ALUMINUM MARKER
 DE9201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9201_STAMPING: CARROLLTON 1996
 DE9201_MARK LOGO: ILDT  
 DE9201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9201+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9201
 DE9201  HISTORY     - Date     Condition        Report By
 DE9201  HISTORY     - 1996     MONUMENTED       ILDT
 DE9201
 DE9201                          STATION DESCRIPTION
 DE9201
 DE9201'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9201'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9201'STATION IS LOCATED 0.6 MI (1.0 KM) W OF CENTER OF CARROLLTON.  TO
 DE9201'REACH STATION FROM IL ROUTE 267 AND IL ROUTE 108 IN CARROLLTON, GO W
 DE9201'ON IL ROUTE 108 FOR 0.65 MI (1.05 KM) TO CARROLLTON MAINTENANCE YARD
 DE9201'GATE ON THE LEFT, GO THROUGH GATE AND STATION ON THE RIGHT IN NW
 DE9201'CORNER OF YARD.  STATION IS 77.7 FEET (23.7 M) SW OF W GATE POST TO
 DE9201'YARD, 6.0 FEET (1.8 M) E OF FENCELINE, 44.0 FEET (13.4 M) S OF
 DE9201'FENCELINE, 2.5 FEET (0.8 M) W OF WITNESS POST.  STATION IS FLUSH WITH
 DE9201'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9200 ***********************************************************************
 DE9200  DESIGNATION -  CARROLLTON AZI
 DE9200  PID         -  DE9200
 DE9200  STATE/COUNTY-  IL/GREENE
 DE9200  USGS QUAD   -  CARROLLTON (1983)
 DE9200
 DE9200                         *CURRENT SURVEY CONTROL
 DE9200  ___________________________________________________________________
 DE9200* NAD 83(1997)-  39 18 08.43637(N)    090 25 33.31477(W)     ADJUSTED  
 DE9200* NAVD 88     -       183.0    (meters)     600.     (feet)  GPS OBS   
 DE9200  ___________________________________________________________________
 DE9200  X           -     -36,738.977 (meters)                     COMP
 DE9200  Y           -  -4,942,115.332 (meters)                     COMP
 DE9200  Z           -   4,018,442.235 (meters)                     COMP
 DE9200  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DE9200  ELLIP HEIGHT-         150.99  (meters)          (02/03/05) GPS OBS
 DE9200  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DE9200
 DE9200  HORZ ORDER  -  FIRST
 DE9200  ELLP ORDER  -  FOURTH    CLASS II
 DE9200
 DE9200.The horizontal coordinates were established by GPS observations
 DE9200.and adjusted by the National Geodetic Survey in January 2003..
 DE9200
 DE9200.The orthometric height was determined by GPS observations and a
 DE9200.high-resolution geoid model.
 DE9200
 DE9200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9200
 DE9200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9200
 DE9200.The ellipsoidal height was determined by GPS observations
 DE9200.and is referenced to NAD 83.
 DE9200
 DE9200.The geoid height was determined by GEOID03.
 DE9200
 DE9200;                    North         East     Units Scale Factor Converg.
 DE9200;SPC IL W     -   292,565.028   677,638.941   MT  0.99994733   -0 09 51.2
 DE9200;SPC IL W     -   959,857.10  2,223,220.43   sFT  0.99994733   -0 09 51.2
 DE9200;UTM  15      - 4,353,488.104   721,957.240   MT  1.00020662   +1 37 52.0
 DE9200
 DE9200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9200!SPC IL W     -   0.99997631  x   0.99994733  =   0.99992364
 DE9200!UTM  15      -   0.99997631  x   1.00020662  =   1.00018293
 DE9200
 DE9200:                Primary Azimuth Mark                     Grid Az
 DE9200:SPC IL W     -  CARROLLTON                               096 15 40.6
 DE9200:UTM  15      -  CARROLLTON                               094 27 57.4
 DE9200
 DE9200|---------------------------------------------------------------------|
 DE9200| PID    Reference Object                     Distance      Geod. Az  |
 DE9200|                                                           dddmmss.s |
 DE9200| DE9201 CARROLLTON                          APPROX. 0.6 KM 0960549.4 |
 DE9200|---------------------------------------------------------------------|
 DE9200
 DE9200                          SUPERSEDED SURVEY CONTROL
 DE9200
 DE9200  ELLIP H (01/06/03)  151.04   (m)                       GP(       ) 3 2
 DE9200
 DE9200.Superseded values are not recommended for survey control.
 DE9200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9200.See file dsdata.txt to determine how the superseded data were derived.
 DE9200
 DE9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD2195753488(NAD 83)
 DE9200_MARKER: A = ALUMINUM MARKER
 DE9200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9200_STAMPING: CARROLLTON AZI 1996
 DE9200_MARK LOGO: ILDT  
 DE9200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9200+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9200
 DE9200  HISTORY     - Date     Condition        Report By
 DE9200  HISTORY     - 1996     MONUMENTED       ILDT
 DE9200
 DE9200                          STATION DESCRIPTION
 DE9200
 DE9200'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9200'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9200'STATION IS LOCATED 1.0 MI (1.6 KM) W OF CENTER OF CARROLLTON.  TO
 DE9200'REACH STATION FROM IL ROUTE 267 AND IL ROUTE 108 IN CARROLLTON, GO W
 DE9200'ON IL ROUTE 108 FOR 1.0 MI (1.6 KM) TO STATION ON THE RIGHT AT FS
 DE9200'SUBSTATION.  STATION IS 37.3 FEET (11.4 M) N OF CENTERLINE OF IL ROUTE
 DE9200'108, 36.1 FEET (11.0 M) SE OF SE CORNER OF SCALES, 68.1 FEET (20.8 M)
 DE9200'W OF CENTERLINE OF E ENTRANCE TO FS, 2.5 FEET (0.8 M) W OF WITNESS
 DE9200'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0594 ***********************************************************************
 KC0594  DESIGNATION -  CARROLLTON GREENE CO CTHSE
 KC0594  PID         -  KC0594
 KC0594  STATE/COUNTY-  IL/GREENE
 KC0594  USGS QUAD   -  CARROLLTON (1983)
 KC0594
 KC0594                         *CURRENT SURVEY CONTROL
 KC0594  ___________________________________________________________________
 KC0594* NAD 83(1997)-  39 18 05.64297(N)    090 24 30.22305(W)     ADJUSTED  
 KC0594* NAVD 88     -                                                        
 KC0594  ___________________________________________________________________
 KC0594  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 KC0594  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KC0594
 KC0594  HORZ ORDER  -  THIRD
 KC0594
 KC0594.The horizontal coordinates were established by classical geodetic methods
 KC0594.and adjusted by the National Geodetic Survey in October 1999..
 KC0594
 KC0594
 KC0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0594
 KC0594.The geoid height was determined by GEOID03.
 KC0594
 KC0594;                    North         East     Units Scale Factor Converg.
 KC0594;SPC IL W     -   292,474.700   679,150.312   MT  0.99994653   -0 09 11.2
 KC0594;SPC IL W     -   959,560.74  2,228,178.98   sFT  0.99994653   -0 09 11.2
 KC0594;UTM  15      - 4,353,445.160   723,471.098   MT  1.00021493   +1 38 31.9
 KC0594
 KC0594                          SUPERSEDED SURVEY CONTROL
 KC0594
 KC0594  NAD 83(1986)-  39 18 05.64622(N)    090 24 30.21330(W) AD(       ) 4
 KC0594  NAD 27      -  39 18 05.46600(N)    090 24 29.77300(W) AD(       ) 3
 KC0594
 KC0594.Superseded values are not recommended for survey control.
 KC0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0594.See file dsdata.txt to determine how the superseded data were derived.
 KC0594
 KC0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD2347153445(NAD 83)
 KC0594_MARKER: 89 = SPIRE
 KC0594
 KC0594  HISTORY     - Date     Condition        Report By
 KC0594  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0594
 KC0594                          STATION DESCRIPTION
 KC0594
 KC0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0594'INTERSECTION STATION.  THE SPIRE IS IN THE CENTER OF THE BUILDING
 KC0594'AND THE BUILDING IS IN THE CENTER OF THE CITY SQUARE.  THE TIP
 KC0594'OF THE SPIRE IS 100 FEET ABOVE THE GROUND.  IT WAS LOCATED
 KC0594'FROM TRIANGULATION STATIONS CLAY, SCOTT, ATHEN, RABE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0593 ***********************************************************************
 KC0593  DESIGNATION -  CARROLLTON MUNICIPAL TANK
 KC0593  PID         -  KC0593
 KC0593  STATE/COUNTY-  IL/GREENE
 KC0593  USGS QUAD   -  CARROLLTON (1983)
 KC0593
 KC0593                         *CURRENT SURVEY CONTROL
 KC0593  ___________________________________________________________________
 KC0593* NAD 83(1997)-  39 18 04.13715(N)    090 24 39.23858(W)     ADJUSTED  
 KC0593* NAVD 88     -                                                        
 KC0593  ___________________________________________________________________
 KC0593  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 KC0593  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KC0593
 KC0593  HORZ ORDER  -  THIRD
 KC0593
 KC0593.The horizontal coordinates were established by classical geodetic methods
 KC0593.and adjusted by the National Geodetic Survey in October 1999..
 KC0593
 KC0593
 KC0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0593
 KC0593.The geoid height was determined by GEOID03.
 KC0593
 KC0593;                    North         East     Units Scale Factor Converg.
 KC0593;SPC IL W     -   292,428.845   678,934.183   MT  0.99994664   -0 09 16.9
 KC0593;SPC IL W     -   959,410.30  2,227,469.90   sFT  0.99994664   -0 09 16.9
 KC0593;UTM  15      - 4,353,392.541   723,256.454   MT  1.00021374   +1 38 26.2
 KC0593
 KC0593                          SUPERSEDED SURVEY CONTROL
 KC0593
 KC0593  NAD 83(1986)-  39 18 04.14040(N)    090 24 39.22881(W) AD(       ) 4
 KC0593  NAD 27      -  39 18 03.96200(N)    090 24 38.78400(W) AD(       ) 3
 KC0593
 KC0593.Superseded values are not recommended for survey control.
 KC0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0593.See file dsdata.txt to determine how the superseded data were derived.
 KC0593
 KC0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD2325653393(NAD 83)
 KC0593_MARKER: 53 = ELEVATED TANK
 KC0593
 KC0593  HISTORY     - Date     Condition        Report By
 KC0593  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0593
 KC0593                          STATION DESCRIPTION
 KC0593
 KC0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0593'INTERSECTION STATION.  THIS IS THE MUNICIPAL WATERTANK AND IT IS
 KC0593'LOCATED ON THE NORTHWEST CORNER OF SEVENTH STREET AND SOUTH
 KC0593'MAIN STREET.  IT IS A FOUR-LEGGED, ALUMINUM COLORED, STEEL
 KC0593'TANK.  THE TOP IS ABOUT 125 FEET ABOVE THE STREET.  THE FINIAL
 KC0593'WAS LOCATED FROM TRIANGULATION STATIONS CLAY, ROOD, SCOTT,
 KC0593'HEATON, ATHEN AND RABE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2657 ***********************************************************************
 ME2657  DESIGNATION -  CARTER H HARRISON CRIB LT
 ME2657  PID         -  ME2657
 ME2657  STATE/COUNTY-  IL/COOK
 ME2657  USGS QUAD   -  JACKSON PARK (1993)
 ME2657
 ME2657                         *CURRENT SURVEY CONTROL
 ME2657  ___________________________________________________________________
 ME2657* NAD 83(1997)-  41 54 59.46565(N)    087 34 19.52764(W)     ADJUSTED  
 ME2657* NAVD 88     -                                                        
 ME2657  ___________________________________________________________________
 ME2657  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 ME2657  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2657
 ME2657  HORZ ORDER  -  THIRD
 ME2657
 ME2657.The horizontal coordinates were established by classical geodetic methods
 ME2657.and adjusted by the National Geodetic Survey in October 1999..
 ME2657
 ME2657
 ME2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2657
 ME2657.The geoid height was determined by GEOID03.
 ME2657
 ME2657;                    North         East     Units Scale Factor Converg.
 ME2657;SPC IL E     -   583,110.579   363,150.499   MT  1.00002405   +0 30 30.8
 ME2657;SPC IL E     - 1,913,088.62  1,191,436.26   sFT  1.00002405   +0 30 30.8
 ME2657;UTM  16      - 4,640,665.636   452,558.820   MT  0.99962769   -0 22 55.9
 ME2657
 ME2657                          SUPERSEDED SURVEY CONTROL
 ME2657
 ME2657  NAD 83(1997)-  41 54 59.46589(N)    087 34 19.52811(W) AD(       ) 4
 ME2657  NAD 83(1997)-  41 54 59.47086(N)    087 34 19.54074(W) AD(       ) 4
 ME2657  NAD 83(1986)-  41 54 59.47114(N)    087 34 19.53828(W) AD(       ) 4
 ME2657  NAD 27      -  41 54 59.34800(N)    087 34 19.35393(W) AD(       ) 3
 ME2657
 ME2657.Superseded values are not recommended for survey control.
 ME2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2657.See file dsdata.txt to determine how the superseded data were derived.
 ME2657
 ME2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5255940666(NAD 83)
 ME2657_MARKER: 14 = NAVIGATION LIGHT
 ME2657
 ME2657  HISTORY     - Date     Condition        Report By
 ME2657  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2657  HISTORY     - 1983     GOOD             IL1670
 ME2657  HISTORY     - 19941013 GOOD             USPSQD
 ME2657
 ME2657                          STATION DESCRIPTION
 ME2657
 ME2657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2657'THE STATION IS LOCATED OFF NORTH AVENUE BEACH IN CHICAGO.  THIS
 ME2657'LANDMARK IS LISTED IN THE DEPARTMENT OF TRANSPORTATION COAST
 ME2657'GUARD LIGHT LIST, VOLUME FOUR, 1977 AS WILLIAM E DENVER CRIB
 ME2657'LIGHT.  IT IS A QUICK FLASHING WHITE LIGHT ATOP A RED SKELETON
 ME2657'TOWER ON THE CRIB.
 ME2657
 ME2657                          STATION RECOVERY (1983)
 ME2657
 ME2657'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME2657'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME2657'NO CHANGES WERE NOTED FROM THE 1977 DESCRIPTIVE TEXT.
 ME2657'
 ME2657'DESCRIBED BY CITY OF CHICAGO.
 ME2657
 ME2657                          STATION RECOVERY (1994)
 ME2657
 ME2657'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1652 ***********************************************************************
 HB1652  DESIGNATION -  CARTERVILLE MUNICIPAL TANK
 HB1652  PID         -  HB1652
 HB1652  STATE/COUNTY-  IL/WILLIAMSON
 HB1652  USGS QUAD   -  HERRIN (1978)
 HB1652
 HB1652                         *CURRENT SURVEY CONTROL
 HB1652  ___________________________________________________________________
 HB1652* NAD 83(1997)-  37 45 41.25755(N)    089 04 04.91079(W)     ADJUSTED  
 HB1652* NAVD 88     -                                                        
 HB1652  ___________________________________________________________________
 HB1652  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 HB1652  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HB1652
 HB1652  HORZ ORDER  -  THIRD
 HB1652
 HB1652.The horizontal coordinates were established by classical geodetic methods
 HB1652.and adjusted by the National Geodetic Survey in October 1999..
 HB1652
 HB1652
 HB1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1652
 HB1652.The geoid height was determined by GEOID03.
 HB1652
 HB1652;                    North         East     Units Scale Factor Converg.
 HB1652;SPC IL E     -   121,753.182   235,262.423   MT  1.00002660   -0 26 59.7
 HB1652;SPC IL E     -   399,451.90    771,856.80   sFT  1.00002660   -0 26 59.7
 HB1652;UTM  16      - 4,181,362.783   317,835.890   MT  1.00000874   -1 16 00.3
 HB1652
 HB1652                          SUPERSEDED SURVEY CONTROL
 HB1652
 HB1652  NAD 83(1997)-  37 45 41.26791(N)    089 04 04.91009(W) AD(       ) 4
 HB1652  NAD 83(1986)-  37 45 41.26976(N)    089 04 04.91200(W) AD(       ) 4
 HB1652  NAD 27      -  37 45 41.09153(N)    089 04 04.63979(W) AD(       ) 3
 HB1652
 HB1652.Superseded values are not recommended for survey control.
 HB1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1652.See file dsdata.txt to determine how the superseded data were derived.
 HB1652
 HB1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1783681363(NAD 83)
 HB1652_MARKER: 53 = ELEVATED TANK
 HB1652_SETTING: 0 = UNSPECIFIED SETTING
 HB1652
 HB1652  HISTORY     - Date     Condition        Report By
 HB1652  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1652  HISTORY     - 1974     GOOD             NGS
 HB1652
 HB1652                          STATION DESCRIPTION
 HB1652
 HB1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1652'THE STATION IS THE FINIAL AT THE APEX OF THE TANK. THE TANK IS
 HB1652'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE. THE OVERALL
 HB1652'HEIGHT IS 135 FEET. THE TANK AND SUPPORTING STRUCTURE ARE PAINTED
 HB1652'SILVER. THE TANK IS LOCATED ON A HIGH POINT IN THE EAST
 HB1652'CENTRAL SECTION OF CARTERVILLE.
 HB1652
 HB1652                          STATION RECOVERY (1974)
 HB1652
 HB1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 HB1652'THE STATION WAS RECOVERED IN GOOD CONDITION.
 HB1652'
 HB1652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY OF
 HB1652'CARTERVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9275 ***********************************************************************
 AF9275  CBN         -  This is a Cooperative Base Network Control Station.
 AF9275  DESIGNATION -  CARTHAGE AZ
 AF9275  PID         -  AF9275
 AF9275  STATE/COUNTY-  IL/HANCOCK
 AF9275  USGS QUAD   -  CARTHAGE EAST (1974)
 AF9275
 AF9275                         *CURRENT SURVEY CONTROL
 AF9275  ___________________________________________________________________
 AF9275* NAD 83(1997)-  40 24 27.63078(N)    091 06 40.46366(W)     ADJUSTED  
 AF9275* NAVD 88     -       198.6    (meters)     652.     (feet)  GPS OBS   
 AF9275  ___________________________________________________________________
 AF9275  X           -     -94,322.861 (meters)                     COMP
 AF9275  Y           -  -4,862,698.142 (meters)                     COMP
 AF9275  Z           -   4,112,665.962 (meters)                     COMP
 AF9275  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AF9275  ELLIP HEIGHT-         165.31  (meters)          (10/15/04) GPS OBS
 AF9275  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AF9275
 AF9275  HORZ ORDER  -  B
 AF9275  ELLP ORDER  -  FOURTH    CLASS II
 AF9275
 AF9275.The horizontal coordinates were established by GPS observations
 AF9275.and adjusted by the National Geodetic Survey in July 1998..
 AF9275
 AF9275.The orthometric height was determined by GPS observations and a
 AF9275.high-resolution geoid model.
 AF9275
 AF9275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9275
 AF9275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9275
 AF9275.The ellipsoidal height was determined by GPS observations
 AF9275.and is referenced to NAD 83.
 AF9275
 AF9275.The geoid height was determined by GEOID03.
 AF9275
 AF9275;                    North         East     Units Scale Factor Converg.
 AF9275;SPC IL W     -   415,681.218   619,825.105   MT  1.00002027   -0 36 44.4
 AF9275;SPC IL W     - 1,363,780.80  2,033,542.87   sFT  1.00002027   -0 36 44.4
 AF9275;UTM  15      - 4,474,719.450   660,265.814   MT  0.99991618   +1 13 28.5
 AF9275
 AF9275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9275!SPC IL W     -   0.99997407  x   1.00002027  =   0.99999434
 AF9275!UTM  15      -   0.99997407  x   0.99991618  =   0.99989025
 AF9275
 AF9275:                Primary Azimuth Mark                     Grid Az
 AF9275:SPC IL W     -  CARTHAGE DEPOT                           286 13 13.4
 AF9275:UTM  15      -  CARTHAGE DEPOT                           284 23 00.5
 AF9275
 AF9275|---------------------------------------------------------------------|
 AF9275| PID    Reference Object                     Distance      Geod. Az  |
 AF9275|                                                           dddmmss.s |
 AF9275| DG6530 CARTHAGE DEPOT                      APPROX. 1.0 KM 2853629.0 |
 AF9275|---------------------------------------------------------------------|
 AF9275
 AF9275                          SUPERSEDED SURVEY CONTROL
 AF9275
 AF9275  ELLIP H (07/17/98)  165.35   (m)                       GP(       ) 4 1
 AF9275
 AF9275.Superseded values are not recommended for survey control.
 AF9275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9275.See file dsdata.txt to determine how the superseded data were derived.
 AF9275
 AF9275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE6026674719(NAD 83)
 AF9275_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 AF9275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9275_STAMPING: CARTHAGE AZ 1996
 AF9275_MARK LOGO: ILDT  
 AF9275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9275+STABILITY: SURFACE MOTION
 AF9275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9275+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1998
 AF9275
 AF9275  HISTORY     - Date     Condition        Report By
 AF9275  HISTORY     - 1996     MONUMENTED       ILDT
 AF9275  HISTORY     - 19980722 GOOD             ILDT
 AF9275
 AF9275                          STATION DESCRIPTION
 AF9275
 AF9275'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (GLW)
 AF9275'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF THE CENTER
 AF9275'OF CARTHAGE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 136 AND STATE
 AF9275'ROUTE 94 ON THE EAST SIDE OF CARTHAGE, GO EAST ON HIGHWAY 136 FOR 0.5
 AF9275'MI (0.8 KM) TO A TALL RED AND WHITE ANTENNA TOWER AND A GRAVEL
 AF9275'CROSSROAD.  TURN RIGHT, SOUTH, ON COUNTY ROAD 2050E FOR 0.56 MI (0.90
 AF9275'KM) TO THE STATION ON THE LEFT.  IT IS 96 M (315.0 FT) SOUTH OF THE
 AF9275'CENTER OF ROAD 1450N, 7.7 M (25.3 FT) EAST OF ROAD 2050E, AND ABOUT
 AF9275'0.5 M (1.6 FT) LOWER THAN THE ROAD.
 AF9275
 AF9275                          STATION RECOVERY (1998)
 AF9275
 AF9275'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (GW)
 AF9275'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0820 ***********************************************************************
 LD0820  DESIGNATION -  CARTHAGE COURTHOUSE DOME
 LD0820  PID         -  LD0820
 LD0820  STATE/COUNTY-  IL/HANCOCK
 LD0820  USGS QUAD   -  CARTHAGE WEST (1974)
 LD0820
 LD0820                         *CURRENT SURVEY CONTROL
 LD0820  ___________________________________________________________________
 LD0820* NAD 83(1997)-  40 24 46.75272(N)    091 08 07.49368(W)     ADJUSTED  
 LD0820* NAVD 88     -                                                        
 LD0820  ___________________________________________________________________
 LD0820  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 LD0820  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LD0820
 LD0820  HORZ ORDER  -  THIRD
 LD0820
 LD0820.The horizontal coordinates were established by classical geodetic methods
 LD0820.and adjusted by the National Geodetic Survey in October 1999..
 LD0820
 LD0820
 LD0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0820
 LD0820.The geoid height was determined by GEOID03.
 LD0820
 LD0820;                    North         East     Units Scale Factor Converg.
 LD0820;SPC IL W     -   416,293.227   617,779.577   MT  1.00002436   -0 37 41.0
 LD0820;SPC IL W     - 1,365,788.70  2,026,831.83   sFT  1.00002436   -0 37 41.0
 LD0820;UTM  15      - 4,475,265.512   658,201.945   MT  0.99990809   +1 12 32.6
 LD0820
 LD0820                          SUPERSEDED SURVEY CONTROL
 LD0820
 LD0820  NAD 83(1997)-  40 24 46.75276(N)    091 08 07.49369(W) AD(       ) 4
 LD0820  NAD 83(1986)-  40 24 46.76159(N)    091 08 07.49573(W) AD(       ) 4
 LD0820  NAD 27      -  40 24 46.59500(N)    091 08 06.97000(W) AD(       ) 3
 LD0820
 LD0820.Superseded values are not recommended for survey control.
 LD0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0820.See file dsdata.txt to determine how the superseded data were derived.
 LD0820
 LD0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE5820275266(NAD 83)
 LD0820_MARKER: 87 = DOME
 LD0820
 LD0820  HISTORY     - Date     Condition        Report By
 LD0820  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0820
 LD0820                          STATION DESCRIPTION
 LD0820
 LD0820'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6530 ***********************************************************************
 DG6530  DESIGNATION -  CARTHAGE DEPOT
 DG6530  PID         -  DG6530
 DG6530  STATE/COUNTY-  IL/HANCOCK
 DG6530  USGS QUAD   -  CARTHAGE EAST (1974)
 DG6530
 DG6530                         *CURRENT SURVEY CONTROL
 DG6530  ___________________________________________________________________
 DG6530* NAD 83(1997)-  40 24 36.40265(N)    091 07 21.55153(W)     ADJUSTED  
 DG6530* NAVD 88     -       198.6    (meters)     652.     (feet)  GPS OBS   
 DG6530  ___________________________________________________________________
 DG6530  X           -     -95,288.071 (meters)                     COMP
 DG6530  Y           -  -4,862,503.907 (meters)                     COMP
 DG6530  Z           -   4,112,872.002 (meters)                     COMP
 DG6530  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DG6530  ELLIP HEIGHT-         165.33  (meters)          (02/03/05) GPS OBS
 DG6530  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DG6530
 DG6530  HORZ ORDER  -  FIRST
 DG6530  ELLP ORDER  -  FOURTH    CLASS II
 DG6530
 DG6530.The horizontal coordinates were established by GPS observations
 DG6530.and adjusted by the National Geodetic Survey in August 2004..
 DG6530
 DG6530.The orthometric height was determined by GPS observations and a
 DG6530.high-resolution geoid model.
 DG6530
 DG6530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6530
 DG6530.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6530
 DG6530.The ellipsoidal height was determined by GPS observations
 DG6530.and is referenced to NAD 83.
 DG6530
 DG6530.The geoid height was determined by GEOID03.
 DG6530
 DG6530;                    North         East     Units Scale Factor Converg.
 DG6530;SPC IL W     -   415,962.194   618,859.262   MT  1.00002219   -0 37 11.1
 DG6530;SPC IL W     - 1,364,702.63  2,030,374.10   sFT  1.00002219   -0 37 11.1
 DG6530;UTM  15      - 4,474,969.295   659,291.565   MT  0.99991234   +1 13 02.1
 DG6530
 DG6530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6530!SPC IL W     -   0.99997407  x   1.00002219  =   0.99999625
 DG6530!UTM  15      -   0.99997407  x   0.99991234  =   0.99988641
 DG6530
 DG6530:                Primary Azimuth Mark                     Grid Az
 DG6530:SPC IL W     -  CARTHAGE AZ                              106 13 13.4
 DG6530:UTM  15      -  CARTHAGE AZ                              104 23 00.2
 DG6530
 DG6530|---------------------------------------------------------------------|
 DG6530| PID    Reference Object                     Distance      Geod. Az  |
 DG6530|                                                           dddmmss.s |
 DG6530| AF9275 CARTHAGE AZ                         APPROX. 1.0 KM 1053602.3 |
 DG6530|---------------------------------------------------------------------|
 DG6530
 DG6530                          SUPERSEDED SURVEY CONTROL
 DG6530
 DG6530  ELLIP H (08/03/04)  165.38   (m)                       GP(       ) 4 2
 DG6530
 DG6530.Superseded values are not recommended for survey control.
 DG6530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6530.See file dsdata.txt to determine how the superseded data were derived.
 DG6530
 DG6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE5929274969(NAD 83)
 DG6530_MARKER: DD = SURVEY DISK
 DG6530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6530_STAMPING: CARTHAGE DEPOT 1996
 DG6530_MARK LOGO: ILDT  
 DG6530_PROJECTION: FLUSH
 DG6530_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6530+STABILITY: SURFACE MOTION
 DG6530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6530+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1998
 DG6530
 DG6530  HISTORY     - Date     Condition        Report By
 DG6530  HISTORY     - 1996     MONUMENTED       ILDT
 DG6530  HISTORY     - 19980722 GOOD             ILDT
 DG6530
 DG6530                          STATION DESCRIPTION
 DG6530
 DG6530'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (GW)
 DG6530'CARTHAGE DEPOT. LOCATED IN THE SE SIDE OF CARTHAGE. TO REACH FROM TH
 DG6530'OF IL 94 AND US 136  ON THE EAST EDGE OF CARTHAGE GO SOUTH 0.2 MI
 DG6530'ALONG L94 TO WABASH, TURN RIGHT (WEST 0.1  MILE TO LINCOLN ST. TURN
 DG6530'LEFT (SOUTH) APPROX 200 FT TO OPERATIONS YARD. STATION IS  LOCATED IN
 DG6530'THE SOUTH EAST CORNER OF YARD, 44 M (144.4 FT) NNE FROM SW FENCE
 DG6530'CORNER 3.7M  (12.1 FT) EAST FROM WEST FENCE, 28.6M (93.8 FT) SOUTH
 DG6530'FROM 15 IN MAPLE TREE. STAMPED  CARTHAGE DEPOT 1996 AND IS FLUSH WITH
 DG6530'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0818 ***********************************************************************
 LD0818  DESIGNATION -  CARTHAGE MUNICIPAL TANK
 LD0818  PID         -  LD0818
 LD0818  STATE/COUNTY-  IL/HANCOCK
 LD0818  USGS QUAD   -  CARTHAGE WEST (1974)
 LD0818
 LD0818                         *CURRENT SURVEY CONTROL
 LD0818  ___________________________________________________________________
 LD0818* NAD 83(1997)-  40 24 53.08333(N)    091 08 12.41101(W)     ADJUSTED  
 LD0818* NAVD 88     -                                                        
 LD0818  ___________________________________________________________________
 LD0818  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 LD0818  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LD0818
 LD0818  HORZ ORDER  -  THIRD
 LD0818
 LD0818.The horizontal coordinates were established by classical geodetic methods
 LD0818.and adjusted by the National Geodetic Survey in October 1999..
 LD0818
 LD0818
 LD0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0818
 LD0818.The geoid height was determined by GEOID03.
 LD0818
 LD0818;                    North         East     Units Scale Factor Converg.
 LD0818;SPC IL W     -   416,489.761   617,665.789   MT  1.00002459   -0 37 44.3
 LD0818;SPC IL W     - 1,366,433.49  2,026,458.51   sFT  1.00002459   -0 37 44.3
 LD0818;UTM  15      - 4,475,458.275   658,081.929   MT  0.99990762   +1 12 29.5
 LD0818
 LD0818                          SUPERSEDED SURVEY CONTROL
 LD0818
 LD0818  NAD 83(1997)-  40 24 53.08335(N)    091 08 12.41098(W) AD(       ) 4
 LD0818  NAD 83(1986)-  40 24 53.09226(N)    091 08 12.41332(W) AD(       ) 4
 LD0818  NAD 27      -  40 24 52.92600(N)    091 08 11.88800(W) AD(       ) 3
 LD0818
 LD0818.Superseded values are not recommended for survey control.
 LD0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0818.See file dsdata.txt to determine how the superseded data were derived.
 LD0818
 LD0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE5808275458(NAD 83)
 LD0818_MARKER: 51 = TANK
 LD0818
 LD0818  HISTORY     - Date     Condition        Report By
 LD0818  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0818
 LD0818                          STATION DESCRIPTION
 LD0818
 LD0818'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1212 ***********************************************************************
 JB1212  DESIGNATION -  CARWIN
 JB1212  PID         -  JB1212
 JB1212  STATE/COUNTY-  IL/JEFFERSON
 JB1212  USGS QUAD   -  WOODLAWN (1974)
 JB1212
 JB1212                         *CURRENT SURVEY CONTROL
 JB1212  ___________________________________________________________________
 JB1212* NAD 83(1997)-  38 17 23.68245(N)    089 00 22.48227(W)     ADJUSTED  
 JB1212* NAVD 88     -       132.087  (meters)     433.36   (feet)  ADJUSTED  
 JB1212  ___________________________________________________________________
 JB1212  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JB1212  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 JB1212  DYNAMIC HT  -         132.003 (meters)     433.08  (feet)  COMP
 JB1212  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JB1212
 JB1212  HORZ ORDER  -  SECOND
 JB1212  VERT ORDER  -  SECOND    CLASS 0
 JB1212
 JB1212.The horizontal coordinates were established by classical geodetic methods
 JB1212.and adjusted by the National Geodetic Survey in October 1999..
 JB1212
 JB1212.The orthometric height was determined by differential leveling
 JB1212.and adjusted by the National Geodetic Survey in June 1991..
 JB1212
 JB1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1212
 JB1212.The geoid height was determined by GEOID03.
 JB1212
 JB1212.The dynamic height is computed by dividing the NAVD 88
 JB1212.geopotential number by the normal gravity value computed on the
 JB1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1212.degrees latitude (g = 980.6199 gals.).
 JB1212
 JB1212.The modeled gravity was interpolated from observed gravity values.
 JB1212
 JB1212;                    North         East     Units Scale Factor Converg.
 JB1212;SPC IL E     -   180,368.243   241,131.095   MT  1.00001766   -0 25 01.1
 JB1212;SPC IL E     -   591,758.14    791,110.93   sFT  1.00001766   -0 25 01.1
 JB1212;UTM  16      - 4,239,886.007   324,544.328   MT  0.99997914   -1 14 36.5
 JB1212
 JB1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1212!SPC IL E     -   0.99998399  x   1.00001766  =   1.00000165
 JB1212!UTM  16      -   0.99998399  x   0.99997914  =   0.99996313
 JB1212
 JB1212:                Primary Azimuth Mark                     Grid Az
 JB1212:SPC IL E     -  MT VERNON C I P S CO MICROWAVE           034 56 48.3
 JB1212:UTM  16      -  MT VERNON C I P S CO MICROWAVE           035 46 23.7
 JB1212
 JB1212|---------------------------------------------------------------------|
 JB1212| PID    Reference Object                     Distance      Geod. Az  |
 JB1212|                                                           dddmmss.s |
 JB1212| JB1762 MT VERNON C I P S CO MICROWAVE      APPROX. 6.0 KM 0343147.2 |
 JB1212| JB1758 MT VERNON RADIO STA WMIX MAST       APPROX.11.6 KM 0391214.8 |
 JB1212| CI4072 CARWIN AZ MK                                       2084730.3 |
 JB1212| CI4073 CARWIN RM 1                          39.139 METERS 23614     |
 JB1212| CI4074 CARWIN RM 2                          28.040 METERS 35325     |
 JB1212|---------------------------------------------------------------------|
 JB1212
 JB1212                          SUPERSEDED SURVEY CONTROL
 JB1212
 JB1212  NAD 83(1997)-  38 17 23.69610(N)    089 00 22.48090(W) AD(       ) 2
 JB1212  NAD 83(1986)-  38 17 23.69757(N)    089 00 22.48119(W) AD(       ) 2
 JB1212  NAD 27      -  38 17 23.51768(N)    089 00 22.23361(W) AD(       ) 2
 JB1212  NGVD 29 (??/??/92)  132.197  (m)          433.72   (f) ADJ UNCH    2 0
 JB1212
 JB1212.Superseded values are not recommended for survey control.
 JB1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1212.See file dsdata.txt to determine how the superseded data were derived.
 JB1212
 JB1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2454439886(NAD 83)
 JB1212_MARKER: DE = TRAVERSE STATION DISK
 JB1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1212_STAMPING: CARWIN 1960
 JB1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1212+STABILITY: SURFACE MOTION
 JB1212
 JB1212  HISTORY     - Date     Condition        Report By
 JB1212  HISTORY     - 1961     MONUMENTED       CGS
 JB1212  HISTORY     - 1961     GOOD             NGS
 JB1212
 JB1212                          STATION DESCRIPTION
 JB1212
 JB1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1212'STATION IS LOCATED ABOUT 6.0 MILES WEST-SOUTHWEST OF MT. VERNON,
 JB1212'ABOUT 3-1/4 MILES SOUTHEAST OF WOODLAWN, ABOUT 1-1/4 MILES SOUTH OF
 JB1212'U.S. HIGHWAY 460 AND ABOUT 1/2 MILES WEST OF THE BIG MUDDY RIVER.
 JB1212'
 JB1212'TO REACH THE STATION FROM THE POST OFFICE IN MT. VERNON, GO WEST
 JB1212'ON U.S. HIGHWAY 460 FOR 4.75 MILES TO A SMALL BRIDGE ACROSS THE EAST
 JB1212'MUDDY CREEK, CONTINUE WEST ON U.S. HIGHWAY 460 FOR 0.8 MILE TO A
 JB1212'SIDE ROAD LEFT, TURN LEFT GO SOUTH ON BLACKTOP ROAD FOR 1.6 MILES
 JB1212'TO A ABANDON FARM HOME ON LEFT AND STATION AS DESCRIBED.
 JB1212'
 JB1212'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CARWIN 1960, IS SET
 JB1212'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 JB1212'THE SURFACE OF THE GROUND.  THE MARK IS 90.6 FEET SOUTHEAST OF THE
 JB1212'WITNESS POST, 87 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 JB1212'HOUSE, 32 FEET EAST OF THE CENTER OF ROAD, 20.5 FEET
 JB1212'SOUTH-SOUTHEAST OF THE FENCE CORNER, 18 FEET NORTH OF THE CENTER OF
 JB1212'DRIVEWAY AND 16 FEET SOUTHEAST OF A TRIANGLE BLAZED TREE.
 JB1212'
 JB1212'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED CARWIN NO 1
 JB1212'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 JB1212'PROJECTS ABOUT 2 INCHES.  THE MARK IS 63 FEET NORTHWEST OF A POWER
 JB1212'POLE, 24 FEET WEST-NORTHWEST OF THE CENTER OF ROAD AND 1 FOOT
 JB1212'EAST-SOUTHEAST OF THE FENCE.
 JB1212'
 JB1212'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED CARWIN NO 2
 JB1212'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 JB1212'PROJECTS ABOUT 2 INCHES.  THE MARK IS 26 FEET WEST-NORTHWEST OF THE
 JB1212'CENTER OF ROAD, 16 FEET SOUTHWEST OF A POWER POLE, 2 FEET
 JB1212'NORTHEAST OF THE WITNESS POST AND 1 FOOT EAST-SOUTHEAST OF THE FENCE.
 JB1212'
 JB1212'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED CARWIN 1960, IS SET
 JB1212'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 JB1212'THE MARK IS 24 FEET EAST OF THE CENTER OF ROAD, 2 FEET NORTH OF THE
 JB1212'FENCE CORNER, 1.6 FEET NORTH-NORTHEAST OF THE WITNESS POST AND 1
 JB1212'FOOT WEST OF THE FENCE.
 JB1212'
 JB1212'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON ROAD FOR
 JB1212'0.35 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 JB1212'
 JB1212'NOTE--THE STATION DISKS WERE STAMPED 1960 BY ERROR, BUT NOT CHANGED
 JB1212'TO 1961 TO AVOID DANGER OF MOVEMENT TO STATION MARK.
 JB1212'
 JB1212'HEIGHT OF LIGHT ABOVE STATION MARK 30.15 METERS.
 JB1212
 JB1212                          STATION RECOVERY (1961)
 JB1212
 JB1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JB1212'5 MI SE FROM WOODLAWN.
 JB1212'ABOUT 1.5 MILES SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1212'SCHOOL IN WOODLAWN, THENCE 1.85 MILES EAST ALONG U.S. HIGHWAY
 JB1212'460, THENCE 1.6 MILES SOUTH AND SOUTHWEST ALONG AN OILED ROAD,
 JB1212'AT A DRIVE EAST TO AN ABANDONED FARM HOUSE, 73 FEET EAST OF THE
 JB1212'CENTER OF THE ROAD, 18 FEET NORTH OF THE CENTER OF THE FARM
 JB1212'DRIVE, 49.5 FEET NORTHWEST OF A POWER POLE, 55 FEET EAST OF
 JB1212'TELEPHONE POLE 40, 21 FEET SOUTHEAST OF A FENCE CORNER, 37 FEET
 JB1212'WEST OF THE NORTH END OF A METAL GATE, 90.5 FEET SOUTHEAST OF A
 JB1212'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 JB1212'OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THROUGH AN
 JB1212'ERROR THE MARK WAS STAMPED 1960 INSTEAD OF 1961, THE STATION HAS
 JB1212'BEEN OCCUPIED BY AN OBSERVING PARTY BEFORE THE ERROR WAS
 JB1212'DISCOVERED.  THE STAMPING WAS NOT CHANGED DUE TO THE DANGER OF
 JB1212'DISTURBING POSITION OF MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1213 ***********************************************************************
 JB1213  CBN         -  This is a Cooperative Base Network Control Station.
 JB1213  DESIGNATION -  CARWIN RM 1
 JB1213  PID         -  JB1213
 JB1213  STATE/COUNTY-  IL/JEFFERSON
 JB1213  USGS QUAD   -  WOODLAWN (1974)
 JB1213
 JB1213                         *CURRENT SURVEY CONTROL
 JB1213  ___________________________________________________________________
 JB1213* NAD 83(1997)-  38 17 22.97608(N)    089 00 23.81692(W)     ADJUSTED  
 JB1213* NAVD 88     -       132.191  (meters)     433.70   (feet)  ADJUSTED  
 JB1213  ___________________________________________________________________
 JB1213  X           -      86,904.040 (meters)                     COMP
 JB1213  Y           -  -5,011,893.541 (meters)                     COMP
 JB1213  Z           -   3,930,798.092 (meters)                     COMP
 JB1213  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JB1213  ELLIP HEIGHT-         102.12  (meters)          (10/15/04) GPS OBS
 JB1213  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 JB1213  DYNAMIC HT  -         132.107 (meters)     433.42  (feet)  COMP
 JB1213  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JB1213
 JB1213  HORZ ORDER  -  B
 JB1213  VERT ORDER  -  SECOND    CLASS 0
 JB1213  ELLP ORDER  -  FOURTH    CLASS II
 JB1213
 JB1213.The horizontal coordinates were established by GPS observations
 JB1213.and adjusted by the National Geodetic Survey in July 1998..
 JB1213
 JB1213.The orthometric height was determined by differential leveling
 JB1213.and adjusted by the National Geodetic Survey in June 1991..
 JB1213
 JB1213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1213
 JB1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1213
 JB1213.The ellipsoidal height was determined by GPS observations
 JB1213.and is referenced to NAD 83.
 JB1213
 JB1213.The geoid height was determined by GEOID03.
 JB1213
 JB1213.The dynamic height is computed by dividing the NAVD 88
 JB1213.geopotential number by the normal gravity value computed on the
 JB1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1213.degrees latitude (g = 980.6199 gals.).
 JB1213
 JB1213.The modeled gravity was interpolated from observed gravity values.
 JB1213
 JB1213;                    North         East     Units Scale Factor Converg.
 JB1213;SPC IL E     -   180,346.699   241,098.502   MT  1.00001771   -0 25 01.9
 JB1213;SPC IL E     -   591,687.46    791,004.00   sFT  1.00001771   -0 25 01.9
 JB1213;UTM  16      - 4,239,864.937   324,511.430   MT  0.99997928   -1 14 37.3
 JB1213
 JB1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1213!SPC IL E     -   0.99998398  x   1.00001771  =   1.00000169
 JB1213!UTM  16      -   0.99998398  x   0.99997928  =   0.99996326
 JB1213
 JB1213                          SUPERSEDED SURVEY CONTROL
 JB1213
 JB1213  ELLIP H (07/17/98)  102.14   (m)                       GP(       ) 4 1
 JB1213  NAVD 88 (07/17/98)  132.19   (m)          433.7    (f) LEVELING    3  
 JB1213  NGVD 29 (??/??/92)  132.301  (m)          434.06   (f) ADJ UNCH    2 0
 JB1213
 JB1213.Superseded values are not recommended for survey control.
 JB1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1213.See file dsdata.txt to determine how the superseded data were derived.
 JB1213
 JB1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2451139865(NAD 83)
 JB1213_MARKER: DR = REFERENCE MARK DISK
 JB1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1213_STAMPING: CARWIN NO 1 1960
 JB1213_MARK LOGO: CGS   
 JB1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1213+STABILITY: SURFACE MOTION
 JB1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1213+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 JB1213
 JB1213  HISTORY     - Date     Condition        Report By
 JB1213  HISTORY     - 1961     MONUMENTED       CGS
 JB1213  HISTORY     - 1961     GOOD             NGS
 JB1213  HISTORY     - 19970226 GOOD             NGS
 JB1213  HISTORY     - 19990927 GOOD             ILDT
 JB1213
 JB1213                          STATION DESCRIPTION
 JB1213
 JB1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB1213'5 MI SE FROM WOODLAWN.
 JB1213'1.5 MILES SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1213'SCHOOL IN WOODLAWN, 1.85 MILES EAST ALONG U.S. HIGHWAY 460, 1.6
 JB1213'MILES SOUTH AND SOUTHWEST ALONG AN OILED ROAD, AT A DRIVE EAST
 JB1213'TO AN ABANDONED FARM HOUSE, 24 FEET WEST OF THE CENTER OF THE
 JB1213'ROAD, 94 FEET SOUTH OF THE EXTENDED CENTER OF THE FARM DRIVE, 114
 JB1213'FEET SOUTH OF TELEPHONE POLE 40, 63 FEET NORTHWEST OF A POWER
 JB1213'POLE, 135 FEET SOUTHWEST OF A TRIANGLE BLAZED 15 INCH ASH TREE,
 JB1213'128.5 FEET SOUTHWEST OF TRAVERSE STATION CARWIN, 187.0 FEET
 JB1213'SOUTH OF A METAL WITNESS POST, 0.5 FEET ABOVE THE LEVEL OF THE
 JB1213'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JB1213'NOTE-- THROUGH AN ERROR THE MARK WAS STAMPED 1960 INSTEAD OF
 JB1213'1961.  THE STATION HAS BEEN OCCUPIED BY AN OBSERVING PARTY BEFORE
 JB1213'THE ERORR WAS DISCOVERED.  THE STAMPING WAS NOT CHANGED DUE TO
 JB1213'THE DANGER OF DISTURBING POSITION OF MARKS.
 JB1213
 JB1213                          STATION RECOVERY (1997)
 JB1213
 JB1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JB1213'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHEAST OF WOODLAWN AND 6
 JB1213'MI (9.7 KM) SOUTHWEST OF MT. VERNON.  TO REACH FROM THE JUNCTION OF
 JB1213'INTERSTATE HIGHWAY 57 AND STATE ROUTE 15 (EXIT 95) ON THE WEST SIDE OF
 JB1213'MT. VERNON, GO WEST ON ROUTE 15 FOR 2.75 MI (4.43 KM) TO A SIDE ROAD
 JB1213'LEFT (COUNTY ROAD 790E).  TURN LEFT, SOUTH, FOR 1.47 MI (2.37 KM) TO
 JB1213'THE STATION ON THE RIGHT.  IT IS ABOUT 290 M (951.4 FT) NORTHEAST OF
 JB1213'THE DRIVEWAY TO THE CARWIN EUBANK RESIDENCE, 7.3 M (24.0 FT)
 JB1213'WEST-NORTHWEST OF THE CENTER OF THE ROAD, 19.2 M (63.0 FT) NORTH OF A
 JB1213'POWER POLE WITH GUY WIRE, 0.3 M (1.0 FT) EAST-SOUTHEAST OF A FENCE,
 JB1213'AND 1.0 M (3.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 JB1213'NOTE--ACCORDING TO EARLIER DESCRIPTIONS, THE STATION WAS STAMPED 1960
 JB1213'INSTEAD OF 1961, THE YEAR IT WAS MONUMENTED.
 JB1213
 JB1213                          STATION RECOVERY (1999)
 JB1213
 JB1213'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JB1213'RECOVERED AS DESCRIBED
 JB1213'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1211 ***********************************************************************
 JB1211  DESIGNATION -  CARWIN RM 2
 JB1211  PID         -  JB1211
 JB1211  STATE/COUNTY-  IL/JEFFERSON
 JB1211  USGS QUAD   -  WOODLAWN (1974)
 JB1211
 JB1211                         *CURRENT SURVEY CONTROL
 JB1211  ___________________________________________________________________
 JB1211* NAD 83(1986)-  38 17 23.     (N)    089 00 22.     (W)     SCALED    
 JB1211* NAVD 88     -       132.240  (meters)     433.86   (feet)  ADJUSTED  
 JB1211  ___________________________________________________________________
 JB1211  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 JB1211  DYNAMIC HT  -         132.156 (meters)     433.58  (feet)  COMP
 JB1211  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JB1211
 JB1211  VERT ORDER  -  SECOND    CLASS 0
 JB1211
 JB1211.The horizontal coordinates were scaled from a topographic map and have
 JB1211.an estimated accuracy of +/- 6 seconds.
 JB1211
 JB1211.The orthometric height was determined by differential leveling
 JB1211.and adjusted by the National Geodetic Survey in June 1991..
 JB1211
 JB1211.The geoid height was determined by GEOID03.
 JB1211
 JB1211.The dynamic height is computed by dividing the NAVD 88
 JB1211.geopotential number by the normal gravity value computed on the
 JB1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1211.degrees latitude (g = 980.6199 gals.).
 JB1211
 JB1211.The modeled gravity was interpolated from observed gravity values.
 JB1211
 JB1211;                    North         East    Units  Estimated Accuracy
 JB1211;SPC IL E     -   180,350.      241,140.      MT  (+/- 180 meters Scaled)
 JB1211
 JB1211                          SUPERSEDED SURVEY CONTROL
 JB1211
 JB1211  NGVD 29 (??/??/92)  132.350  (m)          434.22   (f) ADJ UNCH    2 0
 JB1211
 JB1211.Superseded values are not recommended for survey control.
 JB1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1211.See file dsdata.txt to determine how the superseded data were derived.
 JB1211
 JB1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH245398(NAD 83)
 JB1211_MARKER: DR = REFERENCE MARK DISK
 JB1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1211_STAMPING: CARWIN NO 2 1960
 JB1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1211+STABILITY: SURFACE MOTION
 JB1211
 JB1211  HISTORY     - Date     Condition        Report By
 JB1211  HISTORY     - 1960     MONUMENTED       CGS
 JB1211  HISTORY     - 1961     GOOD             NGS
 JB1211
 JB1211                          STATION DESCRIPTION
 JB1211
 JB1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB1211'5 MI SE FROM WOODLAWN.
 JB1211'ABOUT 1.5 MILES SOUTH ALONG AN ASPHALT PAVED FROM THE GRADE
 JB1211'SCHOOL IN WOODLAWN, THENCE 1.85 MILES EAST ALONG U.S. HIGHWAY
 JB1211'460, THENCE 1.6 MILES SOUTH AND SOUTHWEST ALONG AN OILED ROAD,
 JB1211'AT A DRIVE EAST TO AN ABANDONED FARM HOUSE, 26 FEET WEST OF THE
 JB1211'CENTER OF THE ROAD, 94 FEET NORTH OF THE EXTENDED CENTER OF THE
 JB1211'FARM DRIVE, 75 FEET NORTHWEST OF A TRIANGLE BLAZED 15 INCH ASH
 JB1211'TREE, 74 FEET NORTH OF TELEPHONE POLE 40, 15 FEET SOUTH OF A
 JB1211'POWER POLE, 0.5 FEET EAST OF A FENCE, 92.0 FEET NORTHWEST OF
 JB1211'TRAVERSE STATION CARWIN, 2.2 FEET NORTH OF A METAL WITNESS POST,
 JB1211'ABOUT 0.5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JB1211'A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THROUGH AN ERROR
 JB1211'THE MARK WAS STAMPED 1960 INSTEAD OF 1961.  THE STATION HAD BEEN
 JB1211'OCCUPIED BY AN OBSERVING PARTY BEFORE THE ERROR WAS DISCOVERED.
 JB1211'THE STAMPING WAS NOT CHANGED DUE THE DANGER OF DISTURBING
 JB1211'POSITION OF MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2953 ***********************************************************************
 AJ2953  DESIGNATION -  CARY
 AJ2953  PID         -  AJ2953
 AJ2953  STATE/COUNTY-  IL/MCHENRY
 AJ2953  USGS QUAD   -  CRYSTAL LAKE (1992)
 AJ2953
 AJ2953                         *CURRENT SURVEY CONTROL
 AJ2953  ___________________________________________________________________
 AJ2953* NAD 83(1997)-  42 12 50.66431(N)    088 15 07.93166(W)     ADJUSTED  
 AJ2953* NAVD 88     -       251.4    (meters)     825.     (feet)  GPS OBS   
 AJ2953  ___________________________________________________________________
 AJ2953  X           -     144,302.464 (meters)                     COMP
 AJ2953  Y           -  -4,729,015.191 (meters)                     COMP
 AJ2953  Z           -   4,263,390.931 (meters)                     COMP
 AJ2953  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AJ2953  ELLIP HEIGHT-         217.52  (meters)          (02/03/05) GPS OBS
 AJ2953  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AJ2953
 AJ2953  HORZ ORDER  -  FIRST
 AJ2953  ELLP ORDER  -  FOURTH    CLASS II
 AJ2953
 AJ2953.The horizontal coordinates were established by GPS observations
 AJ2953.and adjusted by the National Geodetic Survey in April 2001..
 AJ2953
 AJ2953.The orthometric height was determined by GPS observations and a
 AJ2953.high-resolution geoid model.
 AJ2953
 AJ2953.Photographs are available for this station.
 AJ2953
 AJ2953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2953
 AJ2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2953
 AJ2953.The ellipsoidal height was determined by GPS observations
 AJ2953.and is referenced to NAD 83.
 AJ2953
 AJ2953.The geoid height was determined by GEOID03.
 AJ2953
 AJ2953;                    North         East     Units Scale Factor Converg.
 AJ2953;SPC IL E     -   615,883.484   306,698.947   MT  0.99997555   +0 03 16.2
 AJ2953;SPC IL E     - 2,020,611.06  1,006,228.13   sFT  0.99997555   +0 03 16.2
 AJ2953;UTM  16      - 4,674,303.932   396,643.004   MT  0.99973144   -0 50 29.2
 AJ2953
 AJ2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2953!SPC IL E     -   0.99996589  x   0.99997555  =   0.99994144
 AJ2953!UTM  16      -   0.99996589  x   0.99973144  =   0.99969733
 AJ2953
 AJ2953                          SUPERSEDED SURVEY CONTROL
 AJ2953
 AJ2953  ELLIP H (04/24/01)  217.55   (m)                       GP(       ) 4 1
 AJ2953
 AJ2953.Superseded values are not recommended for survey control.
 AJ2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2953.See file dsdata.txt to determine how the superseded data were derived.
 AJ2953
 AJ2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9664374304(NAD 83)
 AJ2953_MARKER: I = METAL ROD
 AJ2953_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2953+WITH SETTING: INFORMATION.
 AJ2953_STAMPING: CARY
 AJ2953_MARK LOGO: NTRD  
 AJ2953_PROJECTION: FLUSH
 AJ2953_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2953+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2000
 AJ2953_ROD/PIPE-DEPTH:  1.2 meters
 AJ2953_SLEEVE-DEPTH  :  0.9 meters
 AJ2953
 AJ2953  HISTORY     - Date     Condition        Report By
 AJ2953  HISTORY     - 20000728 MONUMENTED       SECI
 AJ2953
 AJ2953                          STATION DESCRIPTION
 AJ2953
 AJ2953'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2953'STATION IS LOCATED WITHIN THE CITY LIMITS OF CARY  IN SECTION 12,
 AJ2953'T43N,
 AJ2953'R8E.  TO REACH FROM THE JUNCTION OF IL RT 14 AND CARY RD PROCEED
 AJ2953'SOUTH ON CARY RD 250 FT TO THE STATION LOCATED 61 FT WEST OF
 AJ2953'CENTERLINE OF CARY RD.  STATION IS LOCATED 160 FT SOUTH OF RAILROAD
 AJ2953'TRACKS, 310 FT NORTH OF CENTERLINE OF  INDUSTRIAL DR, 91 FT
 AJ2953'SOUTH-SOUTHEAST OF POWERPOLE (PP), 70 FT SOUTH-SOUTHWEST OF PP,
 AJ2953'45 FT NORTH-NORTHWEST OF PP, 31 FT SOUTHWEST OF VALVE VAULT, 35 FT
 AJ2953'WEST OF BACK-OF-CURB, AND 45 FT NORTH OF ORANGE FIBERGLASS
 AJ2953'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2953'CAP.  DATUM POINT IS 0.4 FT BELOW CAP. THE ROD WAS DRIVEN TO
 AJ2953'REFUSAL AND ANCHORED.   PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2953'(WB)
 AJ2953' 
 AJ2953' 
 AJ2953'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1085 ***********************************************************************
 NH1085  DESIGNATION -  CARY CURTISS FARM WATER TANK
 NH1085  PID         -  NH1085
 NH1085  STATE/COUNTY-  IL/MCHENRY
 NH1085  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1085
 NH1085                         *CURRENT SURVEY CONTROL
 NH1085  ___________________________________________________________________
 NH1085* NAD 83(1997)-  42 12 06.32938(N)    088 15 11.99143(W)     ADJUSTED  
 NH1085* NAVD 88     -                                                        
 NH1085  ___________________________________________________________________
 NH1085  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 NH1085  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1085
 NH1085  HORZ ORDER  -  THIRD
 NH1085
 NH1085.The horizontal coordinates were established by classical geodetic methods
 NH1085.and adjusted by the National Geodetic Survey in October 1999..
 NH1085
 NH1085
 NH1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1085
 NH1085.The geoid height was determined by GEOID03.
 NH1085
 NH1085;                    North         East     Units Scale Factor Converg.
 NH1085;SPC IL E     -   614,515.484   306,607.114   MT  0.99997554   +0 03 13.5
 NH1085;SPC IL E     - 2,016,122.88  1,005,926.84   sFT  0.99997554   +0 03 13.5
 NH1085;UTM  16      - 4,672,937.868   396,529.822   MT  0.99973173   -0 50 31.2
 NH1085
 NH1085                          SUPERSEDED SURVEY CONTROL
 NH1085
 NH1085  NAD 83(1997)-  42 12 06.32944(N)    088 15 11.99243(W) AD(       ) 4
 NH1085  NAD 83(1986)-  42 12 06.33052(N)    088 15 12.00247(W) AD(       ) 4
 NH1085  NAD 27      -  42 12 06.24500(N)    088 15 11.70500(W) AD(       ) 3
 NH1085
 NH1085.Superseded values are not recommended for survey control.
 NH1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1085.See file dsdata.txt to determine how the superseded data were derived.
 NH1085
 NH1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9653072938(NAD 83)
 NH1085_MARKER: 53 = ELEVATED TANK
 NH1085
 NH1085  HISTORY     - Date     Condition        Report By
 NH1085  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1085  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH1085
 NH1085                          STATION DESCRIPTION
 NH1085
 NH1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1085'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE WATER
 NH1085'TANK, LOCATED ABOUT 1/2 MILE SOUTHWEST OF CARY, ATOP A PROMINENT
 NH1085'HILL ON THE GROUNDS OF THE CURTISS CANDY CO. FARMS.  IT IS A
 NH1085'STEEL TANK, WITH A FLAT CONICAL ROOF AND OVAL BOTTOM AND 15
 NH1085'FOOT VERTICAL SIDES.  THE BOTTOM OF THE TANK AND THE FEED
 NH1085'PIPE ARE PAINTED BLACK, THE BALANCE OF THE TANK AND THE
 NH1085'SUPPORTING 4 TRUSSWORK LEGS ARE PAINTED SILVER.  THERE ARE
 NH1085'THREE RED LIGHTS MOUNTED HORIZONTALY ON A SHORT STAFF NEAR
 NH1085'THE APEX OF THE ROOF.  THE TOTAL HEIGHT OF THE TANK IS ABOUT
 NH1085'125 FEET.
 NH1085'
 NH1085'THERE IS A SMALL SILVER TANK LOCATED ABOUT 50 FEET FROM THIS
 NH1085'TANK.
 NH1085
 NH1085                          STATION RECOVERY (1989)
 NH1085
 NH1085'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH1085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1188 ***********************************************************************
 KB1188  DESIGNATION -  CASEY CIPS MICROWAVE MAST
 KB1188  PID         -  KB1188
 KB1188  STATE/COUNTY-  IL/CLARK
 KB1188  USGS QUAD   -  UNION CENTER (1984)
 KB1188
 KB1188                         *CURRENT SURVEY CONTROL
 KB1188  ___________________________________________________________________
 KB1188* NAD 83(1997)-  39 19 31.16560(N)    088 00 37.55936(W)     ADJUSTED  
 KB1188* NAVD 88     -                                                        
 KB1188  ___________________________________________________________________
 KB1188  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 KB1188  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KB1188
 KB1188  HORZ ORDER  -  THIRD
 KB1188
 KB1188.The horizontal coordinates were established by classical geodetic methods
 KB1188.and adjusted by the National Geodetic Survey in October 1999..
 KB1188
 KB1188
 KB1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1188
 KB1188.The geoid height was determined by GEOID03.
 KB1188
 KB1188;                    North         East     Units Scale Factor Converg.
 KB1188;SPC IL E     -   295,143.845   327,842.472   MT  0.99998454   +0 12 16.7
 KB1188;SPC IL E     -   968,317.76  1,075,596.51   sFT  0.99998454   +0 12 16.7
 KB1188;UTM  16      - 4,353,365.829   412,906.002   MT  0.99969339   -0 38 25.3
 KB1188
 KB1188                          SUPERSEDED SURVEY CONTROL
 KB1188
 KB1188  NAD 83(1997)-  39 19 31.16608(N)    088 00 37.55542(W) AD(       ) 4
 KB1188  NAD 83(1986)-  39 19 31.17388(N)    088 00 37.55357(W) AD(       ) 4
 KB1188  NAD 27      -  39 19 31.04100(N)    088 00 37.42700(W) AD(       ) 3
 KB1188
 KB1188.Superseded values are not recommended for survey control.
 KB1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1188.See file dsdata.txt to determine how the superseded data were derived.
 KB1188
 KB1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1290653366(NAD 83)
 KB1188_MARKER: 42 = RADIO/TV MAST
 KB1188
 KB1188  HISTORY     - Date     Condition        Report By
 KB1188  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1188  HISTORY     - 19950805 GOOD             USPSQD
 KB1188
 KB1188                          STATION DESCRIPTION
 KB1188
 KB1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1188'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF CASEY.
 KB1188'
 KB1188'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KB1188'HIGHWAY 49 IN CASEY, GO NORTH ON STATE HIGHWAY 49 FOR 1.55 MILES
 KB1188'TO A CROSSROAD,TURN LEFT AND GO EAST FOR 0.5 MILE TO A CROSSROAD,
 KB1188'CONTINUE STRAIGHT AHEAD, EAST, FOR 1.0 MILE TO A T ROAD, TURN
 KB1188'LEFT FOR 0.15 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR
 KB1188'0.05 MILE TO THE MAST ON THE LEFT.
 KB1188'
 KB1188'THE STATION IS THE RED FLASHING LIGHT ON TOP OF THE SOUTH ONE OF TWO
 KB1188'MASTS. THE MASTS ARE PAINTED RED AND WHITE AND ARE APPROXIMATELY
 KB1188'300 FEET HIGH. THE MASTS HAVE TWO REFLECTORS BETWEEN THEM.
 KB1188
 KB1188                          STATION RECOVERY (1995)
 KB1188
 KB1188'RECOVERY NOTE BY US POWER SQUADRON 1995
 KB1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1889 ***********************************************************************
 KA1889  DESIGNATION -  CASEY CTN TELEPHONE RAD TWR
 KA1889  PID         -  KA1889
 KA1889  STATE/COUNTY-  IL/CLARK
 KA1889  USGS QUAD   -  CASEY (1984)
 KA1889
 KA1889                         *CURRENT SURVEY CONTROL
 KA1889  ___________________________________________________________________
 KA1889* NAD 83(1997)-  39 17 56.73481(N)    087 59 31.65233(W)     ADJUSTED  
 KA1889* NAVD 88     -                                                        
 KA1889  ___________________________________________________________________
 KA1889  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 KA1889  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KA1889
 KA1889  HORZ ORDER  -  THIRD
 KA1889
 KA1889.The horizontal coordinates were established by classical geodetic methods
 KA1889.and adjusted by the National Geodetic Survey in October 1999..
 KA1889
 KA1889
 KA1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1889
 KA1889.The geoid height was determined by GEOID03.
 KA1889
 KA1889;                    North         East     Units Scale Factor Converg.
 KA1889;SPC IL E     -   292,237.527   329,432.051   MT  0.99998566   +0 12 58.0
 KA1889;SPC IL E     -   958,782.62  1,080,811.65   sFT  0.99998566   +0 12 58.0
 KA1889;UTM  16      - 4,350,437.251   414,452.105   MT  0.99969011   -0 37 42.3
 KA1889
 KA1889                          SUPERSEDED SURVEY CONTROL
 KA1889
 KA1889  NAD 83(1997)-  39 17 56.73550(N)    087 59 31.64936(W) AD(       ) 4
 KA1889  NAD 83(1986)-  39 17 56.74298(N)    087 59 31.64698(W) AD(       ) 4
 KA1889  NAD 27      -  39 17 56.60900(N)    087 59 31.52200(W) AD(       ) 3
 KA1889
 KA1889.Superseded values are not recommended for survey control.
 KA1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1889.See file dsdata.txt to determine how the superseded data were derived.
 KA1889
 KA1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1445250437(NAD 83)
 KA1889_MARKER: 43 = RADIO/TV TOWER
 KA1889
 KA1889  HISTORY     - Date     Condition        Report By
 KA1889  HISTORY     - 1959     FIRST OBSERVED   CGS
 KA1889  HISTORY     - 19950805 MARK NOT FOUND   USPSQD
 KA1889
 KA1889                          STATION DESCRIPTION
 KA1889
 KA1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1889'THE STATION IS LOCATED AT THE REAR OF THE C.T. AND N. TELEPHONE CO.
 KA1889'OFFICE IN CASEY.
 KA1889'
 KA1889'THE STATION IS THE RED LIGHT ON TOP OF THE THREE LEGGED SELF
 KA1889'SUPPORTING STEEL TOWER. THE TOWER IS PAINTED RED AND WHITE AND
 KA1889'IS 165 FEET HIGH. THERE IS A CROSS ARM ON THE TOWER AT 120 FEET ABOVE
 KA1889'THE GROUND.
 KA1889
 KA1889                          STATION RECOVERY (1995)
 KA1889
 KA1889'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1888 ***********************************************************************
 KA1888  DESIGNATION -  CASEY MUNICIPAL TANK
 KA1888  PID         -  KA1888
 KA1888  STATE/COUNTY-  IL/CLARK
 KA1888  USGS QUAD   -  CASEY (1984)
 KA1888
 KA1888                         *CURRENT SURVEY CONTROL
 KA1888  ___________________________________________________________________
 KA1888* NAD 83(1997)-  39 17 50.53914(N)    087 59 35.37925(W)     ADJUSTED  
 KA1888* NAVD 88     -                                                        
 KA1888  ___________________________________________________________________
 KA1888  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 KA1888  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KA1888
 KA1888  HORZ ORDER  -  THIRD
 KA1888
 KA1888.The horizontal coordinates were established by classical geodetic methods
 KA1888.and adjusted by the National Geodetic Survey in October 1999..
 KA1888
 KA1888
 KA1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1888
 KA1888.The geoid height was determined by GEOID03.
 KA1888
 KA1888;                    North         East     Units Scale Factor Converg.
 KA1888;SPC IL E     -   292,046.125   329,343.469   MT  0.99998560   +0 12 55.6
 KA1888;SPC IL E     -   958,154.66  1,080,521.03   sFT  0.99998560   +0 12 55.6
 KA1888;UTM  16      - 4,350,247.231   414,360.739   MT  0.99969030   -0 37 44.6
 KA1888
 KA1888                          SUPERSEDED SURVEY CONTROL
 KA1888
 KA1888  NAD 83(1997)-  39 17 50.53962(N)    087 59 35.37616(W) AD(       ) 4
 KA1888  NAD 83(1986)-  39 17 50.54737(N)    087 59 35.37378(W) AD(       ) 4
 KA1888  NAD 27      -  39 17 50.41600(N)    087 59 35.24800(W) AD(       ) 3
 KA1888
 KA1888.Superseded values are not recommended for survey control.
 KA1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1888.See file dsdata.txt to determine how the superseded data were derived.
 KA1888
 KA1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1436150247(NAD 83)
 KA1888_MARKER: 53 = ELEVATED TANK
 KA1888
 KA1888  HISTORY     - Date     Condition        Report By
 KA1888  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1888  HISTORY     - 19950805 MARK NOT FOUND   USPSQD
 KA1888
 KA1888                          STATION DESCRIPTION
 KA1888
 KA1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1888'THIS IS AN INTERSECTION STATION.
 KA1888'
 KA1888'THE TANK IS LOCATED IN THE SOUTHWESTERN PART OF CASEY, 1-1/2 BLOCK
 KA1888'SOUTH OF U.S. HIGHWAY 40 AND 1/2 BLOCK WEST OF STATE HIGHWAY
 KA1888'49. IT IS A FOUR-LEGGED STEEL STRUCTURE,PAINTED SILVER, 185 FEET
 KA1888'HIGH, AND WITH THE CAPACITY OF 80,000 GALLON.
 KA1888'
 KA1888'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 KA1888
 KA1888                          STATION RECOVERY (1995)
 KA1888
 KA1888'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1891 ***********************************************************************
 KA1891  DESIGNATION -  CASEY MUNICIPAL TANK
 KA1891  PID         -  KA1891
 KA1891  STATE/COUNTY-  IL/CLARK
 KA1891  USGS QUAD   -  CASEY (1984)
 KA1891
 KA1891                         *CURRENT SURVEY CONTROL
 KA1891  ___________________________________________________________________
 KA1891* NAD 83(1997)-  39 17 50.74412(N)    087 59 06.02466(W)     ADJUSTED  
 KA1891* NAVD 88     -                                                        
 KA1891  ___________________________________________________________________
 KA1891  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 KA1891  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KA1891
 KA1891  HORZ ORDER  -  THIRD
 KA1891
 KA1891.The horizontal coordinates were established by classical geodetic methods
 KA1891.and adjusted by the National Geodetic Survey in October 1999..
 KA1891
 KA1891
 KA1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1891
 KA1891.The geoid height was determined by GEOID03.
 KA1891
 KA1891;                    North         East     Units Scale Factor Converg.
 KA1891;SPC IL E     -   292,055.123   330,046.820   MT  0.99998611   +0 13 14.2
 KA1891;SPC IL E     -   958,184.18  1,082,828.61   sFT  0.99998611   +0 13 14.2
 KA1891;UTM  16      - 4,350,245.862   415,063.938   MT  0.99968882   -0 37 26.0
 KA1891
 KA1891                          SUPERSEDED SURVEY CONTROL
 KA1891
 KA1891  NAD 83(1997)-  39 17 50.74480(N)    087 59 06.02176(W) AD(       ) 4
 KA1891  NAD 83(1986)-  39 17 50.75230(N)    087 59 06.01921(W) AD(       ) 4
 KA1891  NAD 27      -  39 17 50.61700(N)    087 59 05.89600(W) AD(       ) 3
 KA1891
 KA1891.Superseded values are not recommended for survey control.
 KA1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1891.See file dsdata.txt to determine how the superseded data were derived.
 KA1891
 KA1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1506450246(NAD 83)
 KA1891_MARKER: 53 = ELEVATED TANK
 KA1891
 KA1891  HISTORY     - Date     Condition        Report By
 KA1891  HISTORY     - 1959     FIRST OBSERVED   CGS
 KA1891  HISTORY     - 19950805 GOOD             USPSQD
 KA1891
 KA1891                          STATION DESCRIPTION
 KA1891
 KA1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1891'THE STATION IS LOCATED IN CASEY, 1/2 BLOCK SOUTH OF S. DIVISION ST.
 KA1891'ON E. ADAMS AVE.
 KA1891'
 KA1891'THE STATION IS THE FINIAL OF THE TANK. THE TANK IS A 6 LEGGED TANK
 KA1891'WITH A LARGE CENTER PIPE AND IS PAINTED SILVER.  THE TANK IS 125
 KA1891'FEET HIGH AND HAS RED LIGHTS ON TOP.
 KA1891
 KA1891                          STATION RECOVERY (1995)
 KA1891
 KA1891'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1192 ***********************************************************************
 KB1192  DESIGNATION -  CASEY USLS
 KB1192  PID         -  KB1192
 KB1192  STATE/COUNTY-  IL/CUMBERLAND
 KB1192  USGS QUAD   -  HAZEL DELL (1985)
 KB1192
 KB1192                         *CURRENT SURVEY CONTROL
 KB1192  ___________________________________________________________________
 KB1192* NAD 83(1997)-  39 13 33.26652(N)    088 01 06.78842(W)     ADJUSTED  
 KB1192* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 KB1192  ___________________________________________________________________
 KB1192  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 KB1192  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB1192
 KB1192  HORZ ORDER  -  FIRST
 KB1192
 KB1192.The horizontal coordinates were established by classical geodetic methods
 KB1192.and adjusted by the National Geodetic Survey in October 1999..
 KB1192
 KB1192.The orthometric height was scaled from a topographic map.
 KB1192
 KB1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1192
 KB1192.The geoid height was determined by GEOID03.
 KB1192
 KB1192;                    North         East     Units Scale Factor Converg.
 KB1192;SPC IL E     -   284,104.335   327,180.771   MT  0.99998409   +0 11 56.6
 KB1192;SPC IL E     -   932,098.97  1,073,425.58   sFT  0.99998409   +0 11 56.6
 KB1192;UTM  16      - 4,342,340.464   412,081.978   MT  0.99969517   -0 38 39.0
 KB1192
 KB1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1192!SPC IL E     -   0.99997459  x   0.99998409  =   0.99995868
 KB1192!UTM  16      -   0.99997459  x   0.99969517  =   0.99966977
 KB1192
 KB1192:                Primary Azimuth Mark                     Grid Az
 KB1192:SPC IL E     -  BELLE AIR RESET                          112 41 25.1
 KB1192:UTM  16      -  BELLE AIR RESET                          113 32 00.7
 KB1192
 KB1192|---------------------------------------------------------------------|
 KB1192| PID    Reference Object                     Distance      Geod. Az  |
 KB1192|                                                           dddmmss.s |
 KB1192| KA1880 BELLE AIR RESET                     APPROX.14.0 KM 1125321.7 |
 KB1192|---------------------------------------------------------------------|
 KB1192
 KB1192                          SUPERSEDED SURVEY CONTROL
 KB1192
 KB1192  NAD 83(1997)-  39 13 33.26583(N)    088 01 06.78452(W) AD(       ) 1
 KB1192  NAD 83(1986)-  39 13 33.27541(N)    088 01 06.78247(W) AD(       ) 1
 KB1192  NAD 27      -  39 13 33.14000(N)    088 01 06.66000(W) AD(       ) 1
 KB1192
 KB1192.Superseded values are not recommended for survey control.
 KB1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1192.See file dsdata.txt to determine how the superseded data were derived.
 KB1192
 KB1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1208242340(NAD 83)
 KB1192_MARKER: V = STONE MONUMENT
 KB1192_SETTING: 0 = UNSPECIFIED SETTING
 KB1192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1192
 KB1192  HISTORY     - Date     Condition        Report By
 KB1192  HISTORY     - 1879     MONUMENTED       USLS
 KB1192  HISTORY     - 1946     GOOD             CGS
 KB1192  HISTORY     - 1982     POOR             ILDT
 KB1192
 KB1192                          STATION DESCRIPTION
 KB1192
 KB1192'DESCRIBED BY US LAKE SURVEY 1879
 KB1192'THIS STATION IS SITUATED IN SECTION 18, TOWNSHIP 9 NORTH RANGE 11
 KB1192'EAST, OF THE THIRD PRINCIPAL MERIDAN, IN CROOKED CREEK
 KB1192'TOWNSHIP, CUMBERLAND COUNTY, ILLINOIS, ABOUT 4 MILES SOUTHWESTERLY
 KB1192'FROM THE VILLAGE OF CASEY, A STATION ON THE VANDALIA RAILWAY LINE.
 KB1192'THE HEIGHT OF STATION USED WAS 86 FEET. THE GEODETIC POINT IS MARKED
 KB1192'BY A STONE POST OF THE USUAL FORM, SET 3 FEET BELOW THE SURFACE
 KB1192'OF THE GROUND, WITH A STONE POST 6 INCHES BELOW THE SURFACE SET
 KB1192'DIRECTLY OVER IT AS A SURFACE MARK. THREE STONE REFERENCE POSTS
 KB1192'ARE SET ON THE EAST SIDE OF THE ROAD JUST EAST OF THE STATION
 KB1192'AS FOLLOWS- ONE BEARING NORTH 35 DEG. 37 MIN. EAST, DISTANT 58.0
 KB1192'METERS, ONE BEARING NORTH 88 DEG. 36 MIN EAST, DISTANT 34.7
 KB1192'METERS, AND ONE BEARING SOUTH 35 DEG. 53 MIN. EAST, DISTANT 60.5
 KB1192'METERS FROM THE GEODETIC POINT.  THE NORTHEAST CORNER OF SECTION
 KB1192'18, TOWNSHIP 9 NORTH RANGE 11 EAST , OF THE THIRD PRINCIPAL MERIDIAN,
 KB1192'BEARS NORTH 47 DEG. 29 MIN. EAST, AND IS DISTANT 1092.1 METERS
 KB1192'FROM THE GEODETIC POINT. THE HEIGHT OF GROUND AT THE STATION
 KB1192'ABOVE THE MEAN LEVEL OF LAKE MICHIGAN IS 48.9 FEET.
 KB1192
 KB1192                          STATION RECOVERY (1946)
 KB1192
 KB1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 KB1192'STATION WAS RECOVERED IN GOOD CONDITION. IT IS ABOUT 5 MILES SSW FROM
 KB1192'CASEY, ON THE LEWIS CHAPMAN FARM, ABOUT 0.15 MILE S OF THE
 KB1192'CHAPMAN HOUSE, 20.15 METERS W OF THE W FENCE OF THE N-S ROAD, AND
 KB1192'80.95 METERS N OF THE S FENCE OF THE FIELD.
 KB1192'
 KB1192'STATION MARK IS A DRILL HOLE IN THE TOP OF AN 8-INCH STONE POST SET
 KB1192'ABOUT 8 INCHES BELOW THE SURFACE OF THE CULTIVATED
 KB1192'FIELD.
 KB1192'
 KB1192'TWO OF THE ORIGINAL REFERENCE MARKS WERE RECOVERED.  ONE MARK, A
 KB1192'DRILL HOLE IN THE TOP OF A LIMESTONE POST, IS 1 FOOT E OF THE E
 KB1192'BANK OF THE N-S ROAD AND IS N 35 DEG 37 MIN FROM THE STATION, 58
 KB1192'METERS DISTANT. THE MARK, SET 34.7 METERS DISTANT BEARING N 88
 KB1192'DEG. 36 MIN, HAS BEEN PUSHED OVER BY A ROAD GRADER AND IS NOW
 KB1192'EMBEDDED IN THE E BANK OF THE ROAD HORIZONTALLLY. THE THIRD
 KB1192'MARK IS BELIEVED TO HAVE BEEN DESTROYED BY THE GRADER.
 KB1192'
 KB1192'TO REACH STATION FROM CASEY, GO S ON HIGHWAY 49 FOR 6.5 MILES. FOLLOW
 KB1192'THE HIGHWAY TO THE RIGHT OR W 1.7 MILES. HERE THE HIGHWAY TURNS
 KB1192'LEFT. CONTINUE W ON GRAVEL 0.05 MILE, THEN TURN RIGHT AND GO N 1.0
 KB1192'MILE, THEN TURN RIGHT AND GO E 0.15 MILE, TURN LEFT AND GO N 0.2
 KB1192'MILE, TURN RIGHT AND GO E 0.15 MILE, TURN LEFT AND GO N 0.35 MILE TO
 KB1192'THE STATION ON THE LEFT OR W IN THE FIELD AS DESCRIBED ABOVE.
 KB1192
 KB1192                          STATION RECOVERY (1982)
 KB1192
 KB1192'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1982 (KB)
 KB1192'NO STAMP - LIMESTONE POST TOP OF POST BROKEN OFF - DUG TO SUB-SURFACE
 KB1192'MKR. (3 FEET + OR - DEPTH) FOUND MKR. IN GOOD CONDITION.
 KB1192'
 KB1192'REFERENCE MARKS DESTROYED.  FOUND 2 LYING ON SIDE AND BURIED IN
 KB1192'BACKSLOPE OF DITCH.  THIRD REF. MK. NOT FOUND.  CONTACTED NOAA BY
 KB1192'PHONE 11-4-82 ABOUT RESETTING SURFACE MONUMENT.
 KB1192'
 KB1192'NEW REF. MKS. AND DESCRIPTION WILL BE REQUIRED.
 KB1192'
 KB1192'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 4 MI. SSW CASEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1577 ***********************************************************************
 JC1577  DESIGNATION -  CASEYVILLE MOUND WATER TANK
 JC1577  PID         -  JC1577
 JC1577  STATE/COUNTY-  IL/ST CLAIR
 JC1577  USGS QUAD   -  MONKS MOUND (1993)
 JC1577
 JC1577                         *CURRENT SURVEY CONTROL
 JC1577  ___________________________________________________________________
 JC1577* NAD 83(1997)-  38 39 17.26273(N)    090 02 35.61733(W)     ADJUSTED  
 JC1577* NAVD 88     -                                                        
 JC1577  ___________________________________________________________________
 JC1577  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 JC1577  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JC1577
 JC1577  HORZ ORDER  -  THIRD
 JC1577
 JC1577.The horizontal coordinates were established by classical geodetic methods
 JC1577.and adjusted by the National Geodetic Survey in October 1999..
 JC1577
 JC1577
 JC1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1577
 JC1577.The geoid height was determined by GEOID03.
 JC1577
 JC1577;                    North         East     Units Scale Factor Converg.
 JC1577;SPC IL W     -   220,656.826   710,744.265   MT  0.99994260   +0 04 37.6
 JC1577;SPC IL W     -   723,938.27  2,331,833.48   sFT  0.99994260   +0 04 37.6
 JC1577;UTM  15      - 4,282,618.902   757,296.915   MT  1.00041532   +1 50 52.4
 JC1577;UTM  16      - 4,282,865.228   235,178.349   MT  1.00046371   -1 54 07.1
 JC1577
 JC1577                          SUPERSEDED SURVEY CONTROL
 JC1577
 JC1577  NAD 83(1986)-  38 39 17.27836(N)    090 02 35.60999(W) AD(       ) 4
 JC1577  NAD 27      -  38 39 17.09448(N)    090 02 35.23699(W) AD(       ) 3
 JC1577
 JC1577.Superseded values are not recommended for survey control.
 JC1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1577.See file dsdata.txt to determine how the superseded data were derived.
 JC1577
 JC1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5729782619(NAD 83)
 JC1577_MARKER: 53 = ELEVATED TANK
 JC1577
 JC1577  HISTORY     - Date     Condition        Report By
 JC1577  HISTORY     - 1961     FIRST OBSERVED   CGS
 JC1577  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JC1577
 JC1577                          STATION DESCRIPTION
 JC1577
 JC1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JC1577'STATION IS LOCATED ABOUT 3.0 MILES WEST-SOUTHWEST OF COLLINSVILLE,
 JC1577'ABOUT 2.0 MILES NORTH-WEST OF CASEYVILLE AND IN THE SMALL
 JC1577'SETTLEMENT OF MOUND.
 JC1577'
 JC1577'STATION IS A STEEL WATER TANK PAINTED SILVER, HAS MOUND
 JC1577'PAINTED WITH BLACK LETTERS ON THE NORTHWEST SIDE OF TANK, IS
 JC1577'SUPPORTED BY 4 LEGS AND IS 99 FEET HIGH.
 JC1577'
 JC1577'POINT INTERSECTED WAS TOP AND CENTER.
 JC1577'
 JC1577'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JC1577'HIGHWAY 111 ABOUT 3 MILES EAST OF E. ST. LOUIS, GO NORTH ON
 JC1577'STATE HIGHWAY 111 FOR 1.5 MILE TO CROSSROAD (FOUR WAY STOP),
 JC1577'TURN RIGHT GO EAST 2.6 MILE TO CROSSROAD (BLACK LANE ROAD), TURN
 JC1577'SHARP LEFT AND GO NORTH 1.25 MILES TO SHOWERS STREET, TURN RIGHT
 JC1577'AND GO 0.2 MILE TO STATION ON LEFT.
 JC1577
 JC1577                          STATION RECOVERY (1989)
 JC1577
 JC1577'RECOVERY NOTE BY US POWER SQUADRON 1989 (LBH)
 JC1577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1190 ***********************************************************************
 JB1190  DESIGNATION -  CASNER
 JB1190  PID         -  JB1190
 JB1190  STATE/COUNTY-  IL/JEFFERSON
 JB1190  USGS QUAD   -  ASHLEY (1974)
 JB1190
 JB1190                         *CURRENT SURVEY CONTROL
 JB1190  ___________________________________________________________________
 JB1190* NAD 83(1997)-  38 20 00.27399(N)    089 07 38.23771(W)     ADJUSTED  
 JB1190* NAVD 88     -       157.175  (meters)     515.66   (feet)  ADJUSTED  
 JB1190  ___________________________________________________________________
 JB1190  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JB1190  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1190  DYNAMIC HT  -         157.074 (meters)     515.33  (feet)  COMP
 JB1190  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JB1190
 JB1190  HORZ ORDER  -  SECOND
 JB1190  VERT ORDER  -  SECOND    CLASS 0
 JB1190
 JB1190.The horizontal coordinates were established by classical geodetic methods
 JB1190.and adjusted by the National Geodetic Survey in October 1999..
 JB1190
 JB1190.The orthometric height was determined by differential leveling
 JB1190.and adjusted by the National Geodetic Survey in June 1991..
 JB1190
 JB1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1190
 JB1190.The geoid height was determined by GEOID03.
 JB1190
 JB1190.The dynamic height is computed by dividing the NAVD 88
 JB1190.geopotential number by the normal gravity value computed on the
 JB1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1190.degrees latitude (g = 980.6199 gals.).
 JB1190
 JB1190.The modeled gravity was interpolated from observed gravity values.
 JB1190
 JB1190;                    North         East     Units Scale Factor Converg.
 JB1190;SPC IL E     -   185,280.572   230,583.106   MT  1.00003432   -0 29 32.9
 JB1190;SPC IL E     -   607,874.68    756,504.74   sFT  1.00003432   -0 29 32.9
 JB1190;UTM  16      - 4,244,949.934   314,068.579   MT  1.00002576   -1 19 11.3
 JB1190
 JB1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1190!SPC IL E     -   0.99998006  x   1.00003432  =   1.00001438
 JB1190!UTM  16      -   0.99998006  x   1.00002576  =   1.00000582
 JB1190
 JB1190:                Primary Azimuth Mark                     Grid Az
 JB1190:SPC IL E     -  CASNER AZ MK                             207 11 29.0
 JB1190:UTM  16      -  CASNER AZ MK                             208 01 07.4
 JB1190
 JB1190|---------------------------------------------------------------------|
 JB1190| PID    Reference Object                     Distance      Geod. Az  |
 JB1190|                                                           dddmmss.s |
 JB1190| JB1192 CASNER AZ MK                                       2064156.1 |
 JB1190| JB1191 CASNER RM 1                          26.861 METERS 21331     |
 JB1190| JB1861 ASHLEY HOBEN CANDY CO WATER TK      APPROX. 5.5 KM 2652551.1 |
 JB1190| JB1863 ASHLEY MUNICIPAL TANK               APPROX. 4.9 KM 2712534.9 |
 JB1190| JB1189 CASNER RM 2                          24.923 METERS 32150     |
 JB1190|---------------------------------------------------------------------|
 JB1190
 JB1190                          SUPERSEDED SURVEY CONTROL
 JB1190
 JB1190  NAD 83(1997)-  38 20 00.28866(N)    089 07 38.23613(W) AD(       ) 2
 JB1190  NAD 83(1986)-  38 20 00.28924(N)    089 07 38.23613(W) AD(       ) 2
 JB1190  NAD 27      -  38 20 00.11006(N)    089 07 37.97279(W) AD(       ) 2
 JB1190  NGVD 29 (??/??/92)  157.283  (m)          516.02   (f) ADJ UNCH    2 0
 JB1190
 JB1190.Superseded values are not recommended for survey control.
 JB1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1190.See file dsdata.txt to determine how the superseded data were derived.
 JB1190
 JB1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1406944950(NAD 83)
 JB1190_MARKER: DE = TRAVERSE STATION DISK
 JB1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1190_STAMPING: CASNER 1961
 JB1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1190+STABILITY: SURFACE MOTION
 JB1190
 JB1190  HISTORY     - Date     Condition        Report By
 JB1190  HISTORY     - 1961     MONUMENTED       CGS
 JB1190  HISTORY     - 1961     GOOD             CGS
 JB1190  HISTORY     - 1973     GOOD             USGS
 JB1190
 JB1190                          STATION DESCRIPTION
 JB1190
 JB1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1190'THE STATION IS LOCATED ABOUT 3.0 MILES EAST OF ASHLEY, ABOUT 5.0
 JB1190'MILES WEST OF WOODLAWN, ABOUT 1.0 MILE EAST OF THE
 JB1190'WASHINGTON-JEFFERSON COUNTY LINE AND IN THE SOUTHWEST CORNER OF AN
 JB1190'ABANDON SCHOOL YARD.
 JB1190'
 JB1190'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 460 AND 51,
 JB1190'ABOUT 0.5 MILE SOUTHEAST OF ASHLEY, GO NORTH ON U.S. HIGHWAY 51 FOR
 JB1190'0.55 MILE TO A RAILROAD CROSSING, CONTINUE NORTH ON U.S. HIGHWAY 51
 JB1190'FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST ON BLACKTOP
 JB1190'ROAD FOR 1.85 MILES TO A SIDE ROAD LEFT, CONTINUE EAST FOR 0.95
 JB1190'MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE EAST FOR 0.15 MILE
 JB1190'TO A SIDE ROAD LEFT, TURN LEFT CROSSING BRIDGE AND GO NORTH
 JB1190'FOR 0.3 MILE TO ABANDON SCHOOL HOUSE ON RIGHT AND STATION.
 JB1190'
 JB1190'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CASNER 1961, IS SET
 JB1190'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET ABOUT 3
 JB1190'INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS 40.4 FEET
 JB1190'SOUTH-SOUTHEAST OF A POWER POLE, 31 FEET EAST OF THE CENTER OF
 JB1190'ROAD, 23 FEET NORTH OF THE CENTER OF A DIRT ROAD, 21 FEET SOUTHWEST
 JB1190'OF THE SOUTHWEST CORNER OF SCHOOL HOUSE AND 89.3 FEET NORTHEAST OF
 JB1190'THE WITNESS POST.
 JB1190'
 JB1190'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 JB1190'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JB1190'GROUND AND IS STAMPED CASNER NO 1 1960.  THE MARK IS 41.8 FEET
 JB1190'WEST-SOUTHWEST OF A TELEPHONE POLE, 17 FEET WEST OF THE CENTER
 JB1190'OF ROAD, 1.8 FEET NORTH-NORTHWEST OF THE WITNESS POST AND IS SET
 JB1190'IN THE FENCE LINE.
 JB1190'
 JB1190'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 JB1190'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JB1190'GROUND AND IS STAMPED CASNER NO 2 1961.  THE MARK IS 51 FEET
 JB1190'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL HOUSE, 47
 JB1190'FEET NORTHWEST OF A POWER POLE, 20 FEET WEST OF THE CENTER OF ROAD
 JB1190'AND IS SET IN THE FENCE LINE.
 JB1190'
 JB1190'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 JB1190'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JB1190'GROUND AND IS STAMPED CASNER 1961.  THE MARK IS 75.6 FEET SOUTHEAST
 JB1190'OF A POWER POLE (NO. 115), 23 FEET SOUTH OF THE CENTER OF ROAD,
 JB1190'8.6 FEET WEST OF A TELEPHONE POLE, 1.6 FEET WEST OF THE WITNESS
 JB1190'POST AND 1.6 FEET OF THE FENCE.
 JB1190'
 JB1190'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 JB1190
 JB1190                          STATION RECOVERY (1961)
 JB1190
 JB1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1190'3.7 MI NE FROM ASHLEY.
 JB1190'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION
 JB1190'WITH U.S. HIGHWAY 460 IN THE SOUTHEAST PART OF ASHLEY, THENCE
 JB1190'2.75 MILES EAST ALONG AN ASPHALT PAVED ROAD, THENCE 0.25 MILE
 JB1190'NORTH ALONG AN OILED ROAD TO STANDARD SCHOOL, 31 FEET EAST OF THE
 JB1190'CENTER OF THE ROAD, 21.5 FEET NORTH OF THE CENTER OF THE SCHOOL
 JB1190'DRIVE, 21.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL
 JB1190'BUILDING, 41 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A
 JB1190'TRANSFORMER, 89.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 JB1190'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JB1190'CONCRETE POST FLUSH WITH THE GROUND.
 JB1190
 JB1190                          STATION RECOVERY (1973)
 JB1190
 JB1190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JB1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1192 ***********************************************************************
 JB1192  DESIGNATION -  CASNER AZ MK
 JB1192  PID         -  JB1192
 JB1192  STATE/COUNTY-  IL/JEFFERSON
 JB1192  USGS QUAD   -  ASHLEY (1974)
 JB1192
 JB1192                         *CURRENT SURVEY CONTROL
 JB1192  ___________________________________________________________________
 JB1192* NAD 83(1986)-  38 19 46.     (N)    089 07 48.     (W)     SCALED    
 JB1192* NAVD 88     -       157.050  (meters)     515.25   (feet)  ADJUSTED  
 JB1192  ___________________________________________________________________
 JB1192  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 JB1192  DYNAMIC HT  -         156.950 (meters)     514.93  (feet)  COMP
 JB1192  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JB1192
 JB1192  VERT ORDER  -  SECOND    CLASS 0
 JB1192
 JB1192.The horizontal coordinates were scaled from a topographic map and have
 JB1192.an estimated accuracy of +/- 6 seconds.
 JB1192
 JB1192.The orthometric height was determined by differential leveling
 JB1192.and adjusted by the National Geodetic Survey in June 1991..
 JB1192
 JB1192.The geoid height was determined by GEOID03.
 JB1192
 JB1192.The dynamic height is computed by dividing the NAVD 88
 JB1192.geopotential number by the normal gravity value computed on the
 JB1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1192.degrees latitude (g = 980.6199 gals.).
 JB1192
 JB1192.The modeled gravity was interpolated from observed gravity values.
 JB1192
 JB1192;                    North         East    Units  Estimated Accuracy
 JB1192;SPC IL E     -   184,840.      230,340.      MT  (+/- 180 meters Scaled)
 JB1192
 JB1192                          SUPERSEDED SURVEY CONTROL
 JB1192
 JB1192  NGVD 29 (??/??/92)  157.158  (m)          515.61   (f) ADJ UNCH    2 0
 JB1192
 JB1192.Superseded values are not recommended for survey control.
 JB1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1192.See file dsdata.txt to determine how the superseded data were derived.
 JB1192
 JB1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH138445(NAD 83)
 JB1192_MARKER: DZ = AZIMUTH MARK DISK
 JB1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1192_STAMPING: CASNER 1961
 JB1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1192+STABILITY: SURFACE MOTION
 JB1192
 JB1192  HISTORY     - Date     Condition        Report By
 JB1192  HISTORY     - 1961     MONUMENTED       CGS
 JB1192  HISTORY     - 1973     GOOD             USGS
 JB1192
 JB1192                          STATION DESCRIPTION
 JB1192
 JB1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1192'3.3 MI E FROM ASHLEY.
 JB1192'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION
 JB1192'WITH U.S. HIGHWAY 460 IN THE SOUTHEAST PART OF ASHLEY, 2.6
 JB1192'MILES EAST ALONG AN ASPHALT PAVED ROAD, ABOUT 0.15 MILE WEST OF
 JB1192'THE JUNCTION OF AN OILED ROAD NORTH, AT A FIELD ENTRANCE SOUTH
 JB1192'OF THE ROAD, 23 FEET SOUTH OF THE CENTER OF THE ROAD, 22 FEET
 JB1192'WEST OF THE CENTER OF THE FIELD ENTRANCE, 75.5 FEET SOUTHEAST
 JB1192'OF POWER POLE 115, 10.5 FEET WEST OF A TELEPHONE POLE, 2 FEET
 JB1192'NORTH OF A FENCE, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 JB1192'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB1192'PROJECTING 1 INCH.
 JB1192
 JB1192                          STATION RECOVERY (1973)
 JB1192
 JB1192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JB1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1191 ***********************************************************************
 JB1191  DESIGNATION -  CASNER RM 1
 JB1191  PID         -  JB1191
 JB1191  STATE/COUNTY-  IL/JEFFERSON
 JB1191  USGS QUAD   -  ASHLEY (1974)
 JB1191
 JB1191                         *CURRENT SURVEY CONTROL
 JB1191  ___________________________________________________________________
 JB1191* NAD 83(1986)-  38 20 00.     (N)    089 07 37.     (W)     SCALED    
 JB1191* NAVD 88     -       157.104  (meters)     515.43   (feet)  ADJUSTED  
 JB1191  ___________________________________________________________________
 JB1191  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1191  DYNAMIC HT  -         157.003 (meters)     515.10  (feet)  COMP
 JB1191  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JB1191
 JB1191  VERT ORDER  -  SECOND    CLASS 0
 JB1191
 JB1191.The horizontal coordinates were scaled from a topographic map and have
 JB1191.an estimated accuracy of +/- 6 seconds.
 JB1191
 JB1191.The orthometric height was determined by differential leveling
 JB1191.and adjusted by the National Geodetic Survey in June 1991..
 JB1191
 JB1191.The geoid height was determined by GEOID03.
 JB1191
 JB1191.The dynamic height is computed by dividing the NAVD 88
 JB1191.geopotential number by the normal gravity value computed on the
 JB1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1191.degrees latitude (g = 980.6199 gals.).
 JB1191
 JB1191.The modeled gravity was interpolated from observed gravity values.
 JB1191
 JB1191;                    North         East    Units  Estimated Accuracy
 JB1191;SPC IL E     -   185,270.      230,610.      MT  (+/- 180 meters Scaled)
 JB1191
 JB1191                          SUPERSEDED SURVEY CONTROL
 JB1191
 JB1191  NGVD 29 (??/??/92)  157.212  (m)          515.79   (f) ADJ UNCH    2 0
 JB1191
 JB1191.Superseded values are not recommended for survey control.
 JB1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1191.See file dsdata.txt to determine how the superseded data were derived.
 JB1191
 JB1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH140449(NAD 83)
 JB1191_MARKER: DR = REFERENCE MARK DISK
 JB1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1191_STAMPING: CASNER NO 1 1961
 JB1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1191+STABILITY: SURFACE MOTION
 JB1191
 JB1191  HISTORY     - Date     Condition        Report By
 JB1191  HISTORY     - 1961     MONUMENTED       CGS
 JB1191  HISTORY     - 1973     POOR             USGS
 JB1191
 JB1191                          STATION DESCRIPTION
 JB1191
 JB1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1191'3.7 MI NE FROM ASHLEY.
 JB1191'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION
 JB1191'WITH U.S. HIGHWAY 460 IN THE SOUTHEAST PART OF ASHLEY, THENCE
 JB1191'2.75 MILES EAST ALONG AN ASPHALT PAVED ROAD, THENCE 0.25 MILE
 JB1191'NORTH ALONG AN OILED ROAD TO STANDARD SCHOOL, 16 FEET WEST OF THE
 JB1191'CENTER OF THE ROAD, 110 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JB1191'OF THE SCHOOL BUILDING, 119 FEET SOUTHWEST OF A POWER POLE WITH
 JB1191'A TRANSFORMER, 1 FOOT EAST OF A FENCE, 88.1 FEET SOUTHWEST OF
 JB1191'TRAVERSE STATION CASNER, 1.7 FEET NORTH OF A METAL WITNESS POST,
 JB1191'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB1191'FLUSH WITH THE GROUND.
 JB1191
 JB1191                          STATION RECOVERY (1973)
 JB1191
 JB1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JB1191'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1189 ***********************************************************************
 JB1189  DESIGNATION -  CASNER RM 2
 JB1189  PID         -  JB1189
 JB1189  STATE/COUNTY-  IL/JEFFERSON
 JB1189  USGS QUAD   -  ASHLEY (1974)
 JB1189
 JB1189                         *CURRENT SURVEY CONTROL
 JB1189  ___________________________________________________________________
 JB1189* NAD 83(1986)-  38 20 00.     (N)    089 07 37.     (W)     SCALED    
 JB1189* NAVD 88     -       157.353  (meters)     516.25   (feet)  ADJUSTED  
 JB1189  ___________________________________________________________________
 JB1189  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1189  DYNAMIC HT  -         157.252 (meters)     515.92  (feet)  COMP
 JB1189  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JB1189
 JB1189  VERT ORDER  -  SECOND    CLASS 0
 JB1189
 JB1189.The horizontal coordinates were scaled from a topographic map and have
 JB1189.an estimated accuracy of +/- 6 seconds.
 JB1189
 JB1189.The orthometric height was determined by differential leveling
 JB1189.and adjusted by the National Geodetic Survey in June 1991..
 JB1189
 JB1189.The geoid height was determined by GEOID03.
 JB1189
 JB1189.The dynamic height is computed by dividing the NAVD 88
 JB1189.geopotential number by the normal gravity value computed on the
 JB1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1189.degrees latitude (g = 980.6199 gals.).
 JB1189
 JB1189.The modeled gravity was interpolated from observed gravity values.
 JB1189
 JB1189;                    North         East    Units  Estimated Accuracy
 JB1189;SPC IL E     -   185,270.      230,610.      MT  (+/- 180 meters Scaled)
 JB1189
 JB1189                          SUPERSEDED SURVEY CONTROL
 JB1189
 JB1189  NGVD 29 (??/??/92)  157.461  (m)          516.60   (f) ADJ UNCH    2 0
 JB1189
 JB1189.Superseded values are not recommended for survey control.
 JB1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1189.See file dsdata.txt to determine how the superseded data were derived.
 JB1189
 JB1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH140449(NAD 83)
 JB1189_MARKER: DR = REFERENCE MARK DISK
 JB1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1189_STAMPING: CASNER NO 2 1961
 JB1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1189+STABILITY: SURFACE MOTION
 JB1189
 JB1189  HISTORY     - Date     Condition        Report By
 JB1189  HISTORY     - 1961     MONUMENTED       CGS
 JB1189  HISTORY     - 1973     POOR             USGS
 JB1189
 JB1189                          STATION DESCRIPTION
 JB1189
 JB1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1189'3.7 MI NE FROM ASHLEY.
 JB1189'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION
 JB1189'WITH U.S. HIGHWAY 460 IN THE SOUTHEAST PART OF ASHLEY, THENCE
 JB1189'2.75 MILES EAST ALONG AN ASPHALT PAVED ROAD, THENCE 0.25 MILE
 JB1189'NORTH ALONG AN OILED ROAD, TO STANDARD SCHOOL, 21 FEET WEST OF
 JB1189'THE CENTER OF THE ROAD, 51 FEET WEST-NORTHWEST OF THE NORTHWEST
 JB1189'CORNER OF THE SCHOOL BUILDING, 47 FEET NORTHWEST OF A POWER
 JB1189'POLE WITH A TRANSFORMER, 81.8 FEET NORTHWEST OF TRAVERSE STATION
 JB1189'CASNER, 139.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET
 JB1189'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JB1189'POST FLUSH WITH THE GROUND.
 JB1189
 JB1189                          STATION RECOVERY (1973)
 JB1189
 JB1189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JB1189'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1551 ***********************************************************************
 KB1551  DESIGNATION -  CASPORT
 KB1551  PID         -  KB1551
 KB1551  STATE/COUNTY-  IL/CLARK
 KB1551  USGS QUAD   -  UNION CENTER (1984)
 KB1551
 KB1551                         *CURRENT SURVEY CONTROL
 KB1551  ___________________________________________________________________
 KB1551* NAD 83(1997)-  39 18 14.74992(N)    088 00 05.44185(W)     ADJUSTED  
 KB1551* NAVD 88     -       198.5    (meters)     651.     (feet)  GPS OBS   
 KB1551  ___________________________________________________________________
 KB1551  X           -     172,347.909 (meters)                     COMP
 KB1551  Y           -  -4,939,134.453 (meters)                     COMP
 KB1551  Z           -   4,018,602.702 (meters)                     COMP
 KB1551  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 KB1551  ELLIP HEIGHT-         166.46  (meters)          (12/06/04) GPS OBS
 KB1551  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB1551
 KB1551  HORZ ORDER  -  FIRST
 KB1551  ELLP ORDER  -  FOURTH    CLASS I
 KB1551
 KB1551.This mark is at Casey Municipal Airport (1H8)
 KB1551
 KB1551.The horizontal coordinates were established by GPS observations
 KB1551.and adjusted by the National Geodetic Survey in October 1999..
 KB1551
 KB1551.The orthometric height was determined by GPS observations and a
 KB1551.high-resolution geoid model.
 KB1551
 KB1551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1551
 KB1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1551
 KB1551.The ellipsoidal height was determined by GPS observations
 KB1551.and is referenced to NAD 83.
 KB1551
 KB1551.The geoid height was determined by GEOID03.
 KB1551
 KB1551;                    North         East     Units Scale Factor Converg.
 KB1551;SPC IL E     -   292,790.076   328,620.391   MT  0.99998508   +0 12 36.7
 KB1551;SPC IL E     -   960,595.44  1,078,148.73   sFT  0.99998508   +0 12 36.7
 KB1551;UTM  16      - 4,351,001.537   413,648.915   MT  0.99969181   -0 38 04.0
 KB1551
 KB1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1551!SPC IL E     -   0.99997388  x   0.99998508  =   0.99995897
 KB1551!UTM  16      -   0.99997388  x   0.99969181  =   0.99966570
 KB1551
 KB1551:                Primary Azimuth Mark                     Grid Az
 KB1551:SPC IL E     -  CASPORT AZ MK                            219 43 05.1
 KB1551:UTM  16      -  CASPORT AZ MK                            220 33 45.8
 KB1551
 KB1551|---------------------------------------------------------------------|
 KB1551| PID    Reference Object                     Distance      Geod. Az  |
 KB1551|                                                           dddmmss.s |
 KB1551| KB1552 CASPORT AZ MK                       APPROX. 0.6 KM 2195541.8 |
 KB1551|---------------------------------------------------------------------|
 KB1551
 KB1551                          SUPERSEDED SURVEY CONTROL
 KB1551
 KB1551  NAD 83(1997)-  39 18 14.74992(N)    088 00 05.44185(W) AD(       ) 1
 KB1551  NAD 83(1986)-  39 18 14.75878(N)    088 00 05.43467(W) AD(       ) 1
 KB1551  NGVD 29 (06/25/91)  198.4    (m)          651.     (f) GPS OBS        
 KB1551
 KB1551.Superseded values are not recommended for survey control.
 KB1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1551.See file dsdata.txt to determine how the superseded data were derived.
 KB1551
 KB1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1364951002(NAD 83)
 KB1551_MARKER: I = METAL ROD
 KB1551_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KB1551_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KB1551_STAMPING: CASPORT 1990
 KB1551_MARK LOGO: NGS   
 KB1551_PROJECTION: FLUSH
 KB1551_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1551+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB1551_ROD/PIPE-DEPTH: 6.10 meters
 KB1551_SLEEVE-DEPTH  : 1.00 meters
 KB1551
 KB1551  HISTORY     - Date     Condition        Report By
 KB1551  HISTORY     - 1990     MONUMENTED       NGS
 KB1551  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1551
 KB1551                          STATION DESCRIPTION
 KB1551
 KB1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KB1551'STATION IS LOCATED ABOUT 2 KM (1.2 MI) WEST OF CASEY, AT THE CASEY
 KB1551'MUNICIPAL AIRPORT, AT JUNCTION OF RAMP AND THE PAVED RUNWAY. IN NORTH
 KB1551'CENTRAL SECTION 19, T 10 N, R 14 W.  OWNERSHIP--CITY OF CASEY, PO BOX
 KB1551'123, CASEY, IL 62420.  NO MANAGER AT PRESENT TIME.  CARETAKER IS
 KB1551'CHESTER R. HARTMAN, PHONE 217-932-4077.  NOTE--RUNWAY WILL BE
 KB1551'EXTENDED AND WIDENED, AND THE ENTRANCE ROAD WILL BE CHANGED IN 1990.
 KB1551'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY
 KB1551'49 (EXIT 129) ABOUT 2 KM (1.2 MI) NORTH OF CASEY, GO SOUTH ON HIGHWAY
 KB1551'49 FOR 1.54 KM (0.96 MI) TO ITS JUNCTION WITH US HIGHWAY 40. TURN
 KB1551'RIGHT, SOUTHWEST, ON HIGHWAY 40 FOR ABOUT 0.4 MI (0.6 KM) TO A ROAD
 KB1551'RIGHT, TURN RIGHT, NORTHWEST, ON WINDING GRAVEL ROAD FOR 0.50 MI
 KB1551'(0.80 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH FOR
 KB1551'0.11 KM (0.07 MI) TO THE GAS PUMPS AT THE APRON.  BEAR LEFT,
 KB1551'SOUTHEAST, ON APRON, THEN RAMP FOR 0.15 KM (0.09 MI) TO RUNWAY 22-4
 KB1551'AND THE STATION ON THE RIGHT.
 KB1551'STATION IS 18.8 M (61.7 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY
 KB1551'4-22, 22.4 M (73.5 FT) SOUTH OF THE SOUTH EDGE OF THE TAXI APPROACH,
 KB1551'18.8 M (61.7 FT) SOUTH OF A PURPLE TAXI LIGHT, AT A FLAGGED WOODEN
 KB1551'STAKE.
 KB1551'NOTE- ENTRENCE TO AIRPORT IS UNDER CONSTRUCTION AT THIS TIME. THE NEW
 KB1551'ENTRENCE TO AIRPORT IS ABOUT 0.4 MI (0.6 KM) WEST OF THE JUNCTION OF
 KB1551'HIGHWAY 40 AND 49 ON THE NORTH SIDE OF HIGHWAY 40.
 KB1551
 KB1551                          STATION RECOVERY (2000)
 KB1551
 KB1551'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1551'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1551'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB1551'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1552 ***********************************************************************
 KB1552  CBN         -  This is a Cooperative Base Network Control Station.
 KB1552  PACS        -  This is a Primary Airport Control Station.
 KB1552  DESIGNATION -  CASPORT AZ MK
 KB1552  PID         -  KB1552
 KB1552  STATE/COUNTY-  IL/CLARK
 KB1552  USGS QUAD   -  UNION CENTER (1984)
 KB1552
 KB1552                         *CURRENT SURVEY CONTROL
 KB1552  ___________________________________________________________________
 KB1552* NAD 83(1997)-  39 17 59.77660(N)    088 00 21.57123(W)     ADJUSTED  
 KB1552* NAVD 88     -       198.03   (meters)     649.7    (feet)  GPS OBS   
 KB1552  ___________________________________________________________________
 KB1552  X           -     171,971.846 (meters)                     COMP
 KB1552  Y           -  -4,939,439.891 (meters)                     COMP
 KB1552  Z           -   4,018,245.091 (meters)                     COMP
 KB1552  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 KB1552  ELLIP HEIGHT-         166.02  (meters)          (10/15/04) GPS OBS
 KB1552  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB1552
 KB1552  HORZ ORDER  -  B
 KB1552  ELLP ORDER  -  FOURTH    CLASS II
 KB1552
 KB1552.This mark is at Casey Municipal Airport (1H8)
 KB1552
 KB1552.The horizontal coordinates were established by GPS observations
 KB1552.and adjusted by the National Geodetic Survey in July 1998..
 KB1552
 KB1552.The orthometric height was determined by GPS observations and a
 KB1552.high-resolution geoid model.
 KB1552
 KB1552.GPS derived orthometric heights for airport stations designated as
 KB1552.PACS or SACS are published to 2 decimal places.  This maintains
 KB1552.centimeter relative accuracy between the PACS and SACS.  It does
 KB1552.not indicate centimeter accuracy relative to other marks which are
 KB1552.part of the NAVD 88 network.
 KB1552
 KB1552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1552
 KB1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1552
 KB1552.The ellipsoidal height was determined by GPS observations
 KB1552.and is referenced to NAD 83.
 KB1552
 KB1552.The geoid height was determined by GEOID03.
 KB1552
 KB1552;                    North         East     Units Scale Factor Converg.
 KB1552;SPC IL E     -   292,326.912   328,235.618   MT  0.99998481   +0 12 26.4
 KB1552;SPC IL E     -   959,075.88  1,076,886.36   sFT  0.99998481   +0 12 26.4
 KB1552;UTM  16      - 4,350,544.229   413,257.471   MT  0.99969264   -0 38 14.0
 KB1552
 KB1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1552!SPC IL E     -   0.99997395  x   0.99998481  =   0.99995876
 KB1552!UTM  16      -   0.99997395  x   0.99969264  =   0.99966660
 KB1552
 KB1552:                Primary Azimuth Mark                     Grid Az
 KB1552:SPC IL E     -  CASPORT                                  039 43 05.2
 KB1552:UTM  16      -  CASPORT                                  040 33 45.6
 KB1552
 KB1552|---------------------------------------------------------------------|
 KB1552| PID    Reference Object                     Distance      Geod. Az  |
 KB1552|                                                           dddmmss.s |
 KB1552| KB1551 CASPORT                             APPROX. 0.6 KM 0395531.6 |
 KB1552|---------------------------------------------------------------------|
 KB1552
 KB1552                          SUPERSEDED SURVEY CONTROL
 KB1552
 KB1552  ELLIP H (07/17/98)  166.03   (m)                       GP(       ) 4 1
 KB1552  NAD 83(1986)-  39 17 59.78548(N)    088 00 21.56404(W) AD(       ) 1
 KB1552  NGVD 29 (06/25/91)  197.9    (m)          649.     (f) GPS OBS        
 KB1552
 KB1552.Superseded values are not recommended for survey control.
 KB1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1552.See file dsdata.txt to determine how the superseded data were derived.
 KB1552
 KB1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1325750544(NAD 83)
 KB1552_MARKER: I = METAL ROD
 KB1552_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KB1552_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KB1552_STAMPING: CASPORT AZ MK 1990
 KB1552_MARK LOGO: NGS   
 KB1552_PROJECTION: RECESSED 10 CENTIMETERS
 KB1552_MAGNETIC: I = MARKER IS A STEEL ROD
 KB1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1552+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB1552_ROD/PIPE-DEPTH: 4.96 meters
 KB1552_SLEEVE-DEPTH  : 1.00 meters
 KB1552
 KB1552  HISTORY     - Date     Condition        Report By
 KB1552  HISTORY     - 1990     MONUMENTED       NGS
 KB1552  HISTORY     - 19970423 GOOD             NGS
 KB1552  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1552
 KB1552                          STATION DESCRIPTION
 KB1552
 KB1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KB1552'STATION IS LOCATED ABOUT 2 KM (1.2 MI) WEST OF CASEY, AT THE CASEY
 KB1552'MUNICIPAL AIRPORT, AT TURN-AROUND AT JUNCTION OF THE PAVED AND TURF
 KB1552'RUNWAYS, IN WEST CENTRAL SECTION 19, T 10 N, R 14 W.  OWNERSHIP--CITY
 KB1552'OF CASEY, PO BOX 123, CASEY, IL 62420.  NO MANAGER AT PRESENT TIME.
 KB1552'CARETAKER IS CHESTER R. HARTMAN, PHONE 217-932-4077.  NOTE--RUNWAY
 KB1552'WILL BE EXTENDED AND WIDENED, AND THE ENTRANCE ROAD WILL BE CHANGED
 KB1552'IN 1990.
 KB1552'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY
 KB1552'49 (EXIT 129) ABOUT 2 KM (1.2 MI) NORTH OF CASEY, GO SOUTH ON HIGHWAY
 KB1552'49 FOR 1.54 KM (0.96 MI) TO ITS JUNCTION WITH US HIGHWAY 40. TURN
 KB1552'RIGHT, SOUTHWEST, ON HIGHWAY 40 FOR 0.4 MI (0.6 KM) TO A ROAD RIGHT,
 KB1552'TURN RIGHT,NORTHWEST, ON PAVED ROAD FOR 0.45 KM (0.28 MI) TO THE
 KB1552'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH FOR 0.11 KM
 KB1552'(0.07 MI) TO THE GAS PUMPS AT THE APRON.  BEAR LEFT, SOUTHEAST, ON
 KB1552'APRON, THEN RAMP FOR 0.15 KM (0.09 MI) TO RUNWAY 22-4. TURN RIGHT,
 KB1552'SOUTHWEST, ALONG SIDE RUNWAY FOR 0.62 KM (0.39 MI) TO A TURN-AROUND
 KB1552'AND THE STATION ON THE RIGHT. NOTE--WATCH WHERE YOU PARK, TURF RUNWAY
 KB1552'CROSSES AT THIS POINT.
 KB1552'STATION IS 28.6 M (93.8 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY
 KB1552'22-4, 2.4 M (7.9 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE ASPHALT
 KB1552'TURNAROUND, 7.2 M (23.6 FT) EAST OF A BLUE LIGHT WHICH IS LOCATED AT
 KB1552'THE NORTHEAST CORNER OF THE TURNAROUND, AT A WOODEN FLAGGED STAKE.
 KB1552'NOTE-AIRPORT ENTRANCE IS NOW UNDER COSTRUCTION. NEW ENTRANCE IS ABOUT
 KB1552'0.4 MI (0.6 KM) WEST OF THE JUNCTION OF HIGHWAY 40 AND HIGHWAY 49 ON
 KB1552'HIGHWAY 40. ALSO, THE NORTHEAST END OF RUNWAY IS UNDER CONSTRUCTION
 KB1552'AND WILL NEED A NEW PK PLACEMENT.
 KB1552'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KB1552
 KB1552                          STATION RECOVERY (1997)
 KB1552
 KB1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KB1552'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) WEST OF CASEY, IL, AT
 KB1552'THE CASEY MUNICIPAL AIRPORT, IN THE GRASS JUST NORTH OF THE NORTH EDGE
 KB1552'OF THE 2ND TURNAROUND NORTHEAST OF RUNWAY END 04. OWNERSHIP--CITY OF
 KB1552'CASEY, P.O. BOX 123, CASEY, IL 62420.  AIRPORT MANAGER CLEONE
 KB1552'MARKWELL, PHONE 217-932-2252.  NOTE--THIS STATION IS THE PACS AND
 KB1552'FBN/CBN STATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KB1552'HIGHWAY 70 AND STATE HIGHWAY 49 (EXIT 129) ABOUT 2.0 KM (1.25 MI)
 KB1552'NORTH OF CASEY, GO SOUTH, 1.54 KM (0.95 MI) ALONG HIGHWAY 49 TO THE
 KB1552'JUNCTION OF U.S. HIGHWAY 40.  TURN RIGHT, WEST, 0.48 KM (0.30 MI)
 KB1552'ALONG HIGHWAY 40 TO A PAVED ROAD RIGHT.  TURN RIGHT, WESTERLY, 0.72 KM
 KB1552'(0.45 MI) ALONG THE PAVED ROAD TO THE AIRPORT ENTRANCE ON THE LEFT.
 KB1552'TURN LEFT, SOUTH, FOR ABOUT 20.0 M (65.6 FT) TO A GATE ON THE RIGHT.
 KB1552'PASS THROUGH THE GATE, WEST, THEN SOUTH, 0.12 KM (0.05 MI) ALONG
 KB1552'GRAVEL ROAD AND AROUND THE 1ST HANGAR TO THE AIRPORT OFFICE ON THE
 KB1552'LEFT AT THE SOUTH END OF THE HANGAR.  GO SOUTHEAST, THEN EAST, 0.16 KM
 KB1552'(0.10 MI) ACROSS APRON AND ALONG THE SOUTH 1 OF 2 TAXI/RAMPS TO RUNWAY
 KB1552'04-22.  TURN RIGHT, SOUTHWEST, 0.62 KM (0.40 MI) ALONG THE RUNWAY TO A
 KB1552'TURNAROUND AND THE STATION ON THE RIGHT, JUST NORTH OF THE TURNAROUNDS
 KB1552'NORTH EDGE AND MARKED BY A RED PAINTED ARROW ON THE NORTH EDGE.
 KB1552'STATION IS 28.5 M (93.5 FT) NORTHWEST OF THE RUNWAY CENTERLINE, 27.5 M
 KB1552'(90.2 FT) WEST-SOUTHWEST OF THE 1ST RUNWAY LIGHT NORTHEAST OF THE
 KB1552'RUNWAY AND TURNAROUND JUNCTION, 6.5 M (21.3 FT) EAST-NORTHEAST OF THE
 KB1552'TURNAROUNDS NORTHWEST CORNER, 2.2 M (7.2 FT) NORTH OF THE TURNAROUNDS
 KB1552'NORTH EDGE, AND THE STATION IS RECESSED ABOUT 0.1 M (0.3 FT) BELOW THE
 KB1552'TURNAROUND LEVEL AND GROUND SURFACE.  BY R.G. HAYES.  NOTE--THE DATUM
 KB1552'POINT IS A PUNCH MARK IN THE TOP CENTER OF A STAINLESS STEEL ROD
 KB1552'RECESSED ABOUT 20-CM BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF
 KB1552'4.96 M, (16.27 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG,
 KB1552'ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.
 KB1552'ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 KB1552
 KB1552                          STATION RECOVERY (2000)
 KB1552
 KB1552'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1552'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1552'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB1552'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0866 ***********************************************************************
 NH0866  DESIGNATION -  CASS
 NH0866  PID         -  NH0866
 NH0866  STATE/COUNTY-  IL/WINNEBAGO
 NH0866  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0866
 NH0866                         *CURRENT SURVEY CONTROL
 NH0866  ___________________________________________________________________
 NH0866* NAD 83(1997)-  42 21 56.08721(N)    089 03 34.34062(W)     ADJUSTED  
 NH0866* NAVD 88     -       221.250  (meters)     725.88   (feet)  POSTED    
 NH0866  ___________________________________________________________________
 NH0866  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 NH0866  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NH0866  DYNAMIC HT  -         221.180 (meters)     725.65  (feet)  COMP
 NH0866  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 NH0866
 NH0866  HORZ ORDER  -  SECOND
 NH0866  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NH0866
 NH0866.The horizontal coordinates were established by classical geodetic methods
 NH0866.and adjusted by the National Geodetic Survey in October 1999..
 NH0866
 NH0866.The orthometric height was determined by differential leveling
 NH0866.and adjusted by the National Geodetic Survey in 1992..
 NH0866.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NH0866.rate of 0.0 thru 1.0 mm/km.
 NH0866
 NH0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0866
 NH0866.The geoid height was determined by GEOID03.
 NH0866
 NH0866.The dynamic height is computed by dividing the NAVD 88
 NH0866.geopotential number by the normal gravity value computed on the
 NH0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0866.degrees latitude (g = 980.6199 gals.).
 NH0866
 NH0866.The modeled gravity was interpolated from observed gravity values.
 NH0866
 NH0866;                    North         East     Units Scale Factor Converg.
 NH0866;SPC IL W     -   633,281.399   791,194.637   MT  1.00004346   +0 44 46.0
 NH0866;SPC IL W     - 2,077,690.72  2,595,777.74   sFT  1.00004346   +0 44 46.0
 NH0866;SPC IL E     -   632,964.505   240,180.258   MT  1.00001901   -0 29 21.7
 NH0866;SPC IL E     - 2,076,651.05    787,991.40   sFT  1.00001901   -0 29 21.7
 NH0866;SPC WI S     -    41,050.762   677,476.000   MT  1.00009442   +0 38 46.3
 NH0866;SPC WI S     -   134,680.71  2,222,685.84   sFT  1.00009442   +0 38 46.3
 NH0866;UTM  16      - 4,692,421.824   330,410.222   MT  0.99995388   -1 23 17.4
 NH0866
 NH0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0866!SPC IL W     -   0.99997055  x   1.00004346  =   1.00001401
 NH0866!SPC IL E     -   0.99997055  x   1.00001901  =   0.99998956
 NH0866!SPC WI S     -   0.99997055  x   1.00009442  =   1.00006497
 NH0866!UTM  16      -   0.99997055  x   0.99995388  =   0.99992443
 NH0866
 NH0866:                Primary Azimuth Mark                     Grid Az
 NH0866:SPC IL W     -  LATHAM                                   000 23 18.5
 NH0866:SPC IL E     -  LATHAM                                   001 37 26.2
 NH0866:SPC WI S     -  LATHAM                                   000 29 18.2
 NH0866:UTM  16      -  LATHAM                                   002 31 21.9
 NH0866
 NH0866|---------------------------------------------------------------------|
 NH0866| PID    Reference Object                     Distance      Geod. Az  |
 NH0866|                                                           dddmmss.s |
 NH0866| NH0544 LATHAM                              453.933 METERS 0010804.5 |
 NH0866| NH1433 CHAMPAIGN                           496.330 METERS 1931812.3 |
 NH0866| CI8333 CASS RM                               9.920 METERS 28754     |
 NH0866|---------------------------------------------------------------------|
 NH0866
 NH0866                          SUPERSEDED SURVEY CONTROL
 NH0866
 NH0866  NAD 83(1997)-  42 21 56.08715(N)    089 03 34.34118(W) AD(       ) 2
 NH0866  NAD 83(1997)-  42 21 56.08339(N)    089 03 34.34055(W) AD(       ) 2
 NH0866  NAD 83(1986)-  42 21 56.08105(N)    089 03 34.34071(W) AD(       ) 2
 NH0866  NAD 27      -  42 21 56.01690(N)    089 03 33.94870(W) AD(       ) 2
 NH0866
 NH0866.Superseded values are not recommended for survey control.
 NH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0866.See file dsdata.txt to determine how the superseded data were derived.
 NH0866
 NH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3041092422(NAD 83)
 NH0866_MARKER: DS = TRIANGULATION STATION DISK
 NH0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0866+STABILITY: SURFACE MOTION
 NH0866
 NH0866  HISTORY     - Date     Condition        Report By
 NH0866  HISTORY     - 1920     MONUMENTED       CGS
 NH0866  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0866  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0866
 NH0866                          STATION DESCRIPTION
 NH0866
 NH0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0866'STATION IS ABOUT 1/4 MILE S OF LATHAM PARK RAILROAD STATION,
 NH0866'ON THE E SIDE OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY
 NH0866'TRACK, 160 YARDS S OF RAILROAD BRIDGE E 574, 10 YARDS N OF A
 NH0866'WAGON-ROAD CROSSING, 200 YARDS SE OF MRS. L.P. CROWELLS BARN,
 NH0866'AND 3.88 METERS (12.73 FEET) E OF THE E AND NEAREST RAIL.
 NH0866'THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 NH0866'BRONZE DISKS SET IN CONCRETE.
 NH0866'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK,
 NH0866'NEAR THE FENCE LINE, 9.92 METERS (32.55 FEET) FROM THE
 NH0866'STATION, N 72 DEG 06 MIN W.
 NH0866
 NH0866                          STATION RECOVERY (1954)
 NH0866
 NH0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0866'THIS STATION MARK WAS FOUND PULLED OUT OF THE GROUND ABOUT
 NH0866'200 YD. N OF ITS ORIGINAL LOCATION.  THE REFERENCE MARK WAS
 NH0866'NOT FOUND.  THIS DISK WILL BE SENT TO THE OFFICE.
 NH0866
 NH0866                          STATION RECOVERY (1997)
 NH0866
 NH0866'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1333 ***********************************************************************
 MF1333  DESIGNATION -  CASS
 MF1333  PID         -  MF1333
 MF1333  STATE/COUNTY-  IL/DU PAGE
 MF1333  USGS QUAD   -  ROMEOVILLE (1993)
 MF1333
 MF1333                         *CURRENT SURVEY CONTROL
 MF1333  ___________________________________________________________________
 MF1333* NAD 83(1997)-  41 43 51.24039(N)    088 00 43.29793(W)     ADJUSTED  
 MF1333* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 MF1333  ___________________________________________________________________
 MF1333  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MF1333  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MF1333
 MF1333  HORZ ORDER  -  SECOND
 MF1333
 MF1333.The horizontal coordinates were established by classical geodetic methods
 MF1333.and adjusted by the National Geodetic Survey in October 1999..
 MF1333
 MF1333.The orthometric height was scaled from a topographic map.
 MF1333
 MF1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1333
 MF1333.The geoid height was determined by GEOID03.
 MF1333
 MF1333;                    North         East     Units Scale Factor Converg.
 MF1333;SPC IL E     -   562,264.143   326,731.668   MT  0.99998379   +0 12 49.9
 MF1333;SPC IL E     - 1,844,694.94  1,071,952.15   sFT  0.99998379   +0 12 49.9
 MF1333;UTM  16      - 4,620,393.883   415,833.612   MT  0.99968717   -0 40 25.2
 MF1333
 MF1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1333!SPC IL E     -   0.99996773  x   0.99998379  =   0.99995152
 MF1333!UTM  16      -   0.99996773  x   0.99968717  =   0.99965491
 MF1333
 MF1333:                Primary Azimuth Mark                     Grid Az
 MF1333:SPC IL E     -  DOWNERS GROVE MICROWAVE MAST             000 45 08.4
 MF1333:UTM  16      -  DOWNERS GROVE MICROWAVE MAST             001 38 23.5
 MF1333
 MF1333|---------------------------------------------------------------------|
 MF1333| PID    Reference Object                     Distance      Geod. Az  |
 MF1333|                                                           dddmmss.s |
 MF1333| MF1331 DOWNERS GROVE MICROWAVE MAST        APPROX. 1.0 KM 0005758.3 |
 MF1333| CI6804 CASS AZ MK                                         0035712.7 |
 MF1333| ME3156 DOWNERS GROVE RAD WCFL E MST        APPROX. 9.9 KM 0120522.0 |
 MF1333| ME3004 ARGONNE NATL LAB LARGER W TK        APPROX. 2.9 KM 1403545.8 |
 MF1333| CI6805 CASS RM 1                            18.592 METERS 17922     |
 MF1333| CI6806 CASS RM 2                            21.260 METERS 27152     |
 MF1333|---------------------------------------------------------------------|
 MF1333
 MF1333                          SUPERSEDED SURVEY CONTROL
 MF1333
 MF1333  NAD 83(1997)-  41 43 51.24037(N)    088 00 43.29863(W) AD(       ) 2
 MF1333  NAD 83(1986)-  41 43 51.24377(N)    088 00 43.30612(W) AD(       ) 2
 MF1333  NAD 27      -  41 43 51.13270(N)    088 00 43.08570(W) AD(       ) 2
 MF1333
 MF1333.Superseded values are not recommended for survey control.
 MF1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1333.See file dsdata.txt to determine how the superseded data were derived.
 MF1333
 MF1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1583420394(NAD 83)
 MF1333_MARKER: DS = TRIANGULATION STATION DISK
 MF1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1333
 MF1333  HISTORY     - Date     Condition        Report By
 MF1333  HISTORY     - 1956     MONUMENTED       CGS
 MF1333  HISTORY     - 1956     GOOD             CGS
 MF1333
 MF1333                          STATION DESCRIPTION
 MF1333
 MF1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1333'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF DOWNERS GROVE
 MF1333'AND ABOUT 1 MILE NORTHWEST OF THE ARGONNE NATIONAL LABORATORY.
 MF1333'IT IS ON THE EAST SIDE OF LEMONT ROAD IN BROOKERIDGE SUB-DIVISION
 MF1333'AND IS ON PROPERTY OWNED BY AUSTIN TALBOT.  IT IS 70 FEET
 MF1333'EAST OF A WHITE WITNESS POST, 49 FEET NORTHWEST OF THE NORTHWEST
 MF1333'CORNER OF A FRAME HOUSE, 40 FEET EAST OF THE CENTER OF LEMONT
 MF1333'ROAD AND 31 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY.
 MF1333'THE MARK IS FLUSH AND THE DISK IS STAMPED CASS 1956.
 MF1333'
 MF1333'TO REACH THE STATION FROM THE INTERSECTION OF MAPLE AVENUE
 MF1333'AND MAIN STREET IN DOWNERS GROVE, GO SOUTH ON MAIN STREET
 MF1333'AND LEMONT ROAD FOR 4.1 MILES TO THE INTERSECTION OF 87TH
 MF1333'STREET*.  CONTINUE SOUTH ON LEMONT ROAD FOR 0.35 MILE TO
 MF1333'THE STATION ON THE LEFT AS DESCRIBED.
 MF1333'
 MF1333'*TO REACH THE AZIMUTH MARK FROM THIS INTERSECTION, GO EAST
 MF1333'ON 87TH STREET, GRAVEL, FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 MF1333'
 MF1333'REFERENCE MARK 1 IS 40 FEET WEST OF THE SOUTHWEST CORNER OF
 MF1333'THE HOUSE AND 40 FEET EAST OF THE CENTER OF THE ROAD.  THE
 MF1333'MARK IS FLUSH AND THE DISK IS STAMPED CASS NO 1 1956.
 MF1333'
 MF1333'REFERENCE MARK 2 IS 28 FEET WEST OF THE CENTER OF THE ROAD,
 MF1333'6 FEET SOUTH OF A WHITE WITNESS POST, 3 FEET SOUTH OF A
 MF1333'POWER LINE POLE AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 MF1333'ABOUT 2 INCHES AND THE DISK IS STAMPED CASS NO 2 1956.
 MF1333'
 MF1333'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF 87TH STREET,
 MF1333'1 FOOT EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 MF1333'FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MF1333'STAMPED CASS 1956.
 MF1333'
 MF1333'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1333
 MF1333                          STATION RECOVERY (1956)
 MF1333
 MF1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1333'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 MF1333'RECOVERED EXACTLY AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MF1333'THE DISTANCE TO BOTH REFERENCE MARKS CHECKED.  A DIFFERENENCE
 MF1333'OF 1 MINUTE WAS FOUND IN THE DIRECTION TO REFERENCE MARK 1
 MF1333'AND A DIFFERENCE OF 41 SECONDS WAS FOUND IN THE DIRECTION
 MF1333'TO REFERENCE MARK 2.  STATION CASS AND REFERENCE MARK 1 WERE
 MF1333'DESTROYED AFTER CASS 2 AND REFERENCE MARK 3 WERE ESTABLISHED.
 MF1333'
 MF1333'SEE DESCRIPTION TO CASS 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5960 ***********************************************************************
 DG5960  DESIGNATION -  CASS 0N10E
 DG5960  PID         -  DG5960
 DG5960  STATE/COUNTY-  IL/CASS
 DG5960  USGS QUAD   -  ARENZVILLE WEST (1983)
 DG5960
 DG5960                         *CURRENT SURVEY CONTROL
 DG5960  ___________________________________________________________________
 DG5960* NAD 83(1997)-  39 52 32.97776(N)    090 23 43.27482(W)     ADJUSTED  
 DG5960* NAVD 88     -       146.3    (meters)     480.     (feet)  GPS OBS   
 DG5960  ___________________________________________________________________
 DG5960  X           -     -33,822.218 (meters)                     COMP
 DG5960  Y           -  -4,901,528.845 (meters)                     COMP
 DG5960  Z           -   4,067,486.993 (meters)                     COMP
 DG5960  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DG5960  ELLIP HEIGHT-         113.44  (meters)          (02/03/05) GPS OBS
 DG5960  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DG5960
 DG5960  HORZ ORDER  -  FIRST
 DG5960  ELLP ORDER  -  FOURTH    CLASS II
 DG5960
 DG5960.The horizontal coordinates were established by GPS observations
 DG5960.and adjusted by the National Geodetic Survey in July 2004..
 DG5960
 DG5960.The orthometric height was determined by GPS observations and a
 DG5960.high-resolution geoid model.
 DG5960
 DG5960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5960
 DG5960.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5960
 DG5960.The ellipsoidal height was determined by GPS observations
 DG5960.and is referenced to NAD 83.
 DG5960
 DG5960.The geoid height was determined by GEOID03.
 DG5960
 DG5960;                    North         East     Units Scale Factor Converg.
 DG5960;SPC IL W     -   356,226.301   680,437.311   MT  0.99994589   -0 08 47.8
 DG5960;SPC IL W     - 1,168,719.12  2,232,401.41   sFT  0.99994589   -0 08 47.8
 DG5960;UTM  15      - 4,417,222.655   722,747.795   MT  1.00021087   +1 40 14.1
 DG5960
 DG5960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5960!SPC IL W     -   0.99998220  x   0.99994589  =   0.99992809
 DG5960!UTM  15      -   0.99998220  x   1.00021087  =   1.00019307
 DG5960
 DG5960                          SUPERSEDED SURVEY CONTROL
 DG5960
 DG5960  ELLIP H (07/06/04)  113.45   (m)                       GP(       ) 3 2
 DG5960
 DG5960.Superseded values are not recommended for survey control.
 DG5960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5960.See file dsdata.txt to determine how the superseded data were derived.
 DG5960
 DG5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE2274817223(NAD 83)
 DG5960_MARKER: DD = SURVEY DISK
 DG5960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5960_STAMPING: CASS-0N10E
 DG5960_MARK LOGO: IL-017
 DG5960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5960+STABILITY: SURFACE MOTION
 DG5960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5960+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5960
 DG5960  HISTORY     - Date     Condition        Report By
 DG5960  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5960  HISTORY     - 20031103 GOOD             ILDT
 DG5960
 DG5960                          STATION DESCRIPTION
 DG5960
 DG5960'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5960'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5960'STATION IS LOCATED 1.1 MILES WEST OF THE CENTER OF ARENZVILLE. TO
 DG5960'REACH FROM THE  POST OFFICE IN ARENZVILLE, GO WEST ON FREDERICK STREET
 DG5960'FOR 0.08 MILES TO T ROAD  INTERSECTION, GO SOUTH ON STATE STREET FOR
 DG5960'0.05 MILES TO A CROSSROAD, GO WEST ON MAIN  STREET/ARENZVILLE ROAD FOR
 DG5960'1.26 MILES TO THE STATION ON THE RIGHT ON THE EAST LEVEE FOR  THE
 DG5960'BRIDGE OVER MUD CREEK, 32.4' NORTH OF CENTERLINE OF ARENZVILLE ROAD,
 DG5960'20.55' NORTH  NORTHEAST OF A CHISLED CROSS ON THE TOP OF THE NORTH HUB
 DG5960'GUARD AT THE EAST SIDE OF  BRIDGE OVER MUD CREEK, 1.0' SOUTH OF A
 DG5960'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5963 ***********************************************************************
 DG5963  DESIGNATION -  CASS 0N16E
 DG5963  PID         -  DG5963
 DG5963  STATE/COUNTY-  IL/CASS
 DG5963  USGS QUAD   -  CONCORD (1983)
 DG5963
 DG5963                         *CURRENT SURVEY CONTROL
 DG5963  ___________________________________________________________________
 DG5963* NAD 83(1997)-  39 52 26.14294(N)    090 16 35.18870(W)     ADJUSTED  
 DG5963* NAVD 88     -       180.3    (meters)     592.     (feet)  GPS OBS   
 DG5963  ___________________________________________________________________
 DG5963  X           -     -23,650.200 (meters)                     COMP
 DG5963  Y           -  -4,901,749.780 (meters)                     COMP
 DG5963  Z           -   4,067,347.053 (meters)                     COMP
 DG5963  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DG5963  ELLIP HEIGHT-         147.51  (meters)          (02/03/05) GPS OBS
 DG5963  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DG5963
 DG5963  HORZ ORDER  -  FIRST
 DG5963  ELLP ORDER  -  FOURTH    CLASS II
 DG5963
 DG5963.The horizontal coordinates were established by GPS observations
 DG5963.and adjusted by the National Geodetic Survey in July 2004..
 DG5963
 DG5963.The orthometric height was determined by GPS observations and a
 DG5963.high-resolution geoid model.
 DG5963
 DG5963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5963
 DG5963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5963
 DG5963.The ellipsoidal height was determined by GPS observations
 DG5963.and is referenced to NAD 83.
 DG5963
 DG5963.The geoid height was determined by GEOID03.
 DG5963
 DG5963;                    North         East     Units Scale Factor Converg.
 DG5963;SPC IL W     -   355,996.249   690,609.255   MT  0.99994226   -0 04 13.4
 DG5963;SPC IL W     - 1,167,964.36  2,265,773.86   sFT  0.99994226   -0 04 13.4
 DG5963;UTM  15      - 4,417,315.310   732,924.924   MT  1.00026797   +1 44 48.7
 DG5963
 DG5963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5963!SPC IL W     -   0.99997686  x   0.99994226  =   0.99991912
 DG5963!UTM  15      -   0.99997686  x   1.00026797  =   1.00024482
 DG5963
 DG5963                          SUPERSEDED SURVEY CONTROL
 DG5963
 DG5963  ELLIP H (07/06/04)  147.52   (m)                       GP(       ) 3 2
 DG5963
 DG5963.Superseded values are not recommended for survey control.
 DG5963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5963.See file dsdata.txt to determine how the superseded data were derived.
 DG5963
 DG5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3292517315(NAD 83)
 DG5963_MARKER: DD = SURVEY DISK
 DG5963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5963_STAMPING: CASS-0N16E
 DG5963_MARK LOGO: IL-017
 DG5963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5963+STABILITY: SURFACE MOTION
 DG5963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5963+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5963
 DG5963  HISTORY     - Date     Condition        Report By
 DG5963  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5963  HISTORY     - 20031103 GOOD             ILDT
 DG5963
 DG5963                          STATION DESCRIPTION
 DG5963
 DG5963'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5963'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5963'STATION IS LOCATED 6.4 MILES SOUTH SOUTHWEST OF THE CENTER OF
 DG5963'VIRGINIA. TO REACH  FROM THE INTERSECTION OF ILLINOIS ROUTE 125 AND
 DG5963'ILLINOIS ROUTE 78 AT THE NORTH EAST EDGE  OF VIRGINIA, GO SOUTH ON
 DG5963'ILLINOIS ROUTE 78 FOR 5.64 MILES TO T ROAD WEST, GO WEST ON
 DG5963'MORGAN/CASS COUNTY LINE ROAD FOR 1.0 MILES TO A SHARP CURVE TO THE
 DG5963'NORTH, CONTINUE  NORTH ON PETEFISH ROAD FOR 0.15 MILES TO T ROAD WEST,
 DG5963'GO WEST ON CRUM ROAD FOR 2.25  MILES  TO T ROAD SOUTH, GO SOUTH ON
 DG5963'UNION LANE FOR 0.5 MILES TO THE STATION ON THE LEFT IN  SOUTH WEST
 DG5963'QUAD OF INTERSECTION OF UNION ROAD AND MORGAN/CASS COUNTY LINE ROAD,
 DG5963'14.4'  EAST OF CENTERLINE OF UNION ROAD, 14.1' SOUTH OF PROJECTED
 DG5963'CENTERLINE OF MORGAN/CASS  COUNTY LINE ROAD, 54.2' SOUTH EAST OF A
 DG5963'POWER POLE, 38.8' SOUTH OF A GUY POLE, 39.5' EAST OF  A ABOVE GROUND
 DG5963'UTILITY BOX, 0.8' WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5967 ***********************************************************************
 DG5967  DESIGNATION -  CASS 0N22E
 DG5967  PID         -  DG5967
 DG5967  STATE/COUNTY-  IL/CASS
 DG5967  USGS QUAD   -  VIRGINIA (1983)
 DG5967
 DG5967                         *CURRENT SURVEY CONTROL
 DG5967  ___________________________________________________________________
 DG5967* NAD 83(1997)-  39 52 33.04133(N)    090 09 51.39017(W)     ADJUSTED  
 DG5967* NAVD 88     -       183.4    (meters)     602.     (feet)  GPS OBS   
 DG5967  ___________________________________________________________________
 DG5967  X           -     -14,053.765 (meters)                     COMP
 DG5967  Y           -  -4,901,652.750 (meters)                     COMP
 DG5967  Z           -   4,067,512.405 (meters)                     COMP
 DG5967  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DG5967  ELLIP HEIGHT-         150.73  (meters)          (02/03/05) GPS OBS
 DG5967  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DG5967
 DG5967  HORZ ORDER  -  FIRST
 DG5967  ELLP ORDER  -  FOURTH    CLASS II
 DG5967
 DG5967.The horizontal coordinates were established by GPS observations
 DG5967.and adjusted by the National Geodetic Survey in July 2004..
 DG5967
 DG5967.The orthometric height was determined by GPS observations and a
 DG5967.high-resolution geoid model.
 DG5967
 DG5967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5967
 DG5967.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5967
 DG5967.The ellipsoidal height was determined by GPS observations
 DG5967.and is referenced to NAD 83.
 DG5967
 DG5967.The geoid height was determined by GEOID03.
 DG5967
 DG5967;                    North         East     Units Scale Factor Converg.
 DG5967;SPC IL W     -   356,203.234   700,204.587   MT  0.99994118   +0 00 05.5
 DG5967;SPC IL W     - 1,168,643.44  2,297,254.55   sFT  0.99994118   +0 00 05.5
 DG5967;UTM  15      - 4,417,826.669   742,512.261   MT  1.00032410   +1 49 08.2
 DG5967
 DG5967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5967!SPC IL W     -   0.99997635  x   0.99994118  =   0.99991754
 DG5967!UTM  15      -   0.99997635  x   1.00032410  =   1.00030045
 DG5967
 DG5967                          SUPERSEDED SURVEY CONTROL
 DG5967
 DG5967  ELLIP H (07/06/04)  150.73   (m)                       GP(       ) 3 2
 DG5967
 DG5967.Superseded values are not recommended for survey control.
 DG5967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5967.See file dsdata.txt to determine how the superseded data were derived.
 DG5967
 DG5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE4251217827(NAD 83)
 DG5967_MARKER: DD = SURVEY DISK
 DG5967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5967_STAMPING: CASS-0N22E
 DG5967_MARK LOGO: IL-017
 DG5967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5967+STABILITY: SURFACE MOTION
 DG5967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5967+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5967
 DG5967  HISTORY     - Date     Condition        Report By
 DG5967  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5967  HISTORY     - 20031103 GOOD             ILDT
 DG5967
 DG5967                          STATION DESCRIPTION
 DG5967
 DG5967'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5967'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5967'STATION IS LOCATED 2.5 MILE NORTH EAST OF LITERBERRY. TO REACH FROM
 DG5967'INTERSECTION OF ILLINOIS ROUTE 125 AND ELEVATOR ROAD AT THE WEST EDGE
 DG5967'OF  PHILADELPHIA, GO NORTH WEST ON ILLINOIS ROUTE 125 FOR 2.5 MILES TO
 DG5967'A CROSSROAD, GO SOUTH  ON BURLINGAME ROAD FOR 4.0 MILES TO STATION ON
 DG5967'THE LEFT, 0.15 MILES NORTH OF T ROAD WEST  (LITTLE INDIAN ROAD), 25.7'
 DG5967'EAST OF BURLINGAME ROAD, 64.2' SOUTH EAST OF A POWER POLE, 9.6' NORTH
 DG5967'OF A ABOVE  GROUND UTILITY BOX, 0.7' WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5969 ***********************************************************************
 DG5969  DESIGNATION -  CASS 0N25E
 DG5969  PID         -  DG5969
 DG5969  STATE/COUNTY-  IL/CASS
 DG5969  USGS QUAD   -  PRENTICE (1983)
 DG5969
 DG5969                         *CURRENT SURVEY CONTROL
 DG5969  ___________________________________________________________________
 DG5969* NAD 83(1997)-  39 52 21.74099(N)    090 06 25.92642(W)     ADJUSTED  
 DG5969* NAVD 88     -       186.9    (meters)     613.     (feet)  GPS OBS   
 DG5969  ___________________________________________________________________
 DG5969  X           -      -9,171.566 (meters)                     COMP
 DG5969  Y           -  -4,901,890.413 (meters)                     COMP
 DG5969  Z           -   4,067,247.131 (meters)                     COMP
 DG5969  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DG5969  ELLIP HEIGHT-         154.18  (meters)          (02/03/05) GPS OBS
 DG5969  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DG5969
 DG5969  HORZ ORDER  -  FIRST
 DG5969  ELLP ORDER  -  FOURTH    CLASS II
 DG5969
 DG5969.The horizontal coordinates were established by GPS observations
 DG5969.and adjusted by the National Geodetic Survey in July 2004..
 DG5969
 DG5969.The orthometric height was determined by GPS observations and a
 DG5969.high-resolution geoid model.
 DG5969
 DG5969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5969
 DG5969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5969
 DG5969.The ellipsoidal height was determined by GPS observations
 DG5969.and is referenced to NAD 83.
 DG5969
 DG5969.The geoid height was determined by GEOID03.
 DG5969
 DG5969;                    North         East     Units Scale Factor Converg.
 DG5969;SPC IL W     -   355,856.416   705,087.053   MT  0.99994149   +0 02 17.2
 DG5969;SPC IL W     - 1,167,505.59  2,313,273.11   sFT  0.99994149   +0 02 17.2
 DG5969;UTM  15      - 4,417,634.791   747,405.215   MT  1.00035362   +1 51 19.7
 DG5969
 DG5969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5969!SPC IL W     -   0.99997581  x   0.99994149  =   0.99991730
 DG5969!UTM  15      -   0.99997581  x   1.00035362  =   1.00032942
 DG5969
 DG5969                          SUPERSEDED SURVEY CONTROL
 DG5969
 DG5969  ELLIP H (07/06/04)  154.19   (m)                       GP(       ) 3 2
 DG5969
 DG5969.Superseded values are not recommended for survey control.
 DG5969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5969.See file dsdata.txt to determine how the superseded data were derived.
 DG5969
 DG5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE4740517635(NAD 83)
 DG5969_MARKER: DD = SURVEY DISK
 DG5969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5969_STAMPING: CASS-0N25E
 DG5969_MARK LOGO: IL-017
 DG5969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5969+STABILITY: SURFACE MOTION
 DG5969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5969+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5969
 DG5969  HISTORY     - Date     Condition        Report By
 DG5969  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5969  HISTORY     - 20031103 GOOD             ILDT
 DG5969
 DG5969                          STATION DESCRIPTION
 DG5969
 DG5969'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5969'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5969'STATION IS LOCATED 5.4 MILES SOUTH SOUTHEAST OF THE CENTER OF
 DG5969'ASHLAND.TO REACH  FROM INTERSECTION OF ILLINOIS ROUTE 123 AND
 DG5969'LITERBERRY/PRENTICE ROAD IN PRENTICE, GO  WEST ON LITTERBERRY/PRENTICE
 DG5969'ROAD FOR 3.5 MILES TO T ROAD NORTH, GO NORTH ON WHEELER  ROAD FOR 1.1
 DG5969'MILES TO STATION ON THE LEFT, IN THE SOUTHWEST QUAD OF INTERSECTION OF
 DG5969'WHEELER ROAD AND MORGAN/CASS COUNTY ROAD AND BAXTER ROAD, 30.5' WEST
 DG5969'OF CENTERLINE  OF WHEELER ROAD, 30.7' SOUTH OF CENTERLINE OF BAXTER
 DG5969'ROAD, 49.0' SOUTH SOUTHEAST OF  STREET SIGN, 1.0' NORTH EAST OF A
 DG5969'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5971 ***********************************************************************
 DG5971  DESIGNATION -  CASS 0N28E
 DG5971  PID         -  DG5971
 DG5971  STATE/COUNTY-  IL/CASS
 DG5971  USGS QUAD   -  PRENTICE (1983)
 DG5971
 DG5971                         *CURRENT SURVEY CONTROL
 DG5971  ___________________________________________________________________
 DG5971* NAD 83(1997)-  39 52 21.09415(N)    090 03 08.72789(W)     ADJUSTED  
 DG5971* NAVD 88     -       190.0    (meters)     623.     (feet)  GPS OBS   
 DG5971  ___________________________________________________________________
 DG5971  X           -      -4,485.146 (meters)                     COMP
 DG5971  Y           -  -4,901,912.149 (meters)                     COMP
 DG5971  Z           -   4,067,233.839 (meters)                     COMP
 DG5971  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DG5971  ELLIP HEIGHT-         157.33  (meters)          (02/03/05) GPS OBS
 DG5971  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 DG5971
 DG5971  HORZ ORDER  -  FIRST
 DG5971  ELLP ORDER  -  FOURTH    CLASS II
 DG5971
 DG5971.The horizontal coordinates were established by GPS observations
 DG5971.and adjusted by the National Geodetic Survey in July 2004..
 DG5971
 DG5971.The orthometric height was determined by GPS observations and a
 DG5971.high-resolution geoid model.
 DG5971
 DG5971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5971
 DG5971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5971
 DG5971.The ellipsoidal height was determined by GPS observations
 DG5971.and is referenced to NAD 83.
 DG5971
 DG5971.The geoid height was determined by GEOID03.
 DG5971
 DG5971;                    North         East     Units Scale Factor Converg.
 DG5971;SPC IL W     -   355,841.021   709,773.129   MT  0.99994235   +0 04 23.7
 DG5971;SPC IL W     - 1,167,455.08  2,328,647.34   sFT  0.99994235   +0 04 23.7
 DG5971;UTM  15      - 4,417,768.073   752,091.418   MT  1.00038244   +1 53 26.3
 DG5971;UTM  16      - 4,418,069.402   238,939.888   MT  1.00043911   -1 57 28.6
 DG5971
 DG5971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5971!SPC IL W     -   0.99997532  x   0.99994235  =   0.99991767
 DG5971!UTM  15      -   0.99997532  x   1.00038244  =   1.00035775
 DG5971!UTM  16      -   0.99997532  x   1.00043911  =   1.00041442
 DG5971
 DG5971                          SUPERSEDED SURVEY CONTROL
 DG5971
 DG5971  ELLIP H (07/06/04)  157.34   (m)                       GP(       ) 3 2
 DG5971
 DG5971.Superseded values are not recommended for survey control.
 DG5971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5971.See file dsdata.txt to determine how the superseded data were derived.
 DG5971
 DG5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE5209117768(NAD 83)
 DG5971_MARKER: DD = SURVEY DISK
 DG5971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5971_STAMPING: CASS-0N28E
 DG5971_MARK LOGO: IL-017
 DG5971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5971+STABILITY: SURFACE MOTION
 DG5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5971+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5971
 DG5971  HISTORY     - Date     Condition        Report By
 DG5971  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5971  HISTORY     - 20031103 GOOD             ILDT
 DG5971
 DG5971                          STATION DESCRIPTION
 DG5971
 DG5971'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5971'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5971'STATION IS LOCATED 2.5 MILES SOUTH EAST OF THE CENTER OF ASHLAND. TO
 DG5971'REACH FROM INTERSECTION OF ILLINOIS ROUTE 125 AND ILLINOIS ROUTE 123
 DG5971'AT THE NORTH EAST  SIDE OF ASHLAND, GO NORTWEST ON ILLINOIS ROUTE FOR
 DG5971'2.8 MILES TO A CROSSROAD, GO SOUTH  ON KEENEY ROAD FOR 1.8 MILES TO T
 DG5971'ROAD, GO WEST ON MORGAN/CASS COUNTY ROAD FOR 0.1  MILES TO THE STATION
 DG5971'ON THE LEFT, 21.5' SOUTH OF CENTERLINE MORGAN/CASS COUNTY ROAD, 87.6'
 DG5971'EAST OF POWER POLE, 1.0' NORTH  OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5955 ***********************************************************************
 DG5955  DESIGNATION -  CASS 0N3E
 DG5955  PID         -  DG5955
 DG5955  STATE/COUNTY-  IL/CASS
 DG5955  USGS QUAD   -  COOPERSTOWN (1980)
 DG5955
 DG5955                         *CURRENT SURVEY CONTROL
 DG5955  ___________________________________________________________________
 DG5955* NAD 83(1997)-  39 52 35.38916(N)    090 31 43.86522(W)     ADJUSTED  
 DG5955* NAVD 88     -       132.4    (meters)     434.     (feet)  GPS OBS   
 DG5955  ___________________________________________________________________
 DG5955  X           -     -45,241.983 (meters)                     COMP
 DG5955  Y           -  -4,901,378.380 (meters)                     COMP
 DG5955  Z           -   4,067,535.152 (meters)                     COMP
 DG5955  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DG5955  ELLIP HEIGHT-          99.53  (meters)          (02/03/05) GPS OBS
 DG5955  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DG5955
 DG5955  HORZ ORDER  -  FIRST
 DG5955  ELLP ORDER  -  FOURTH    CLASS II
 DG5955
 DG5955.The horizontal coordinates were established by GPS observations
 DG5955.and adjusted by the National Geodetic Survey in July 2004..
 DG5955
 DG5955.The orthometric height was determined by GPS observations and a
 DG5955.high-resolution geoid model.
 DG5955
 DG5955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5955
 DG5955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5955
 DG5955.The ellipsoidal height was determined by GPS observations
 DG5955.and is referenced to NAD 83.
 DG5955
 DG5955.The geoid height was determined by GEOID03.
 DG5955
 DG5955;                    North         East     Units Scale Factor Converg.
 DG5955;SPC IL W     -   356,338.422   669,017.782   MT  0.99995299   -0 13 56.0
 DG5955;SPC IL W     - 1,169,086.97  2,194,935.84   sFT  0.99995299   -0 13 56.0
 DG5955;UTM  15      - 4,416,972.545   711,327.817   MT  1.00014983   +1 35 05.7
 DG5955
 DG5955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5955!SPC IL W     -   0.99998439  x   0.99995299  =   0.99993738
 DG5955!UTM  15      -   0.99998439  x   1.00014983  =   1.00013421
 DG5955
 DG5955                          SUPERSEDED SURVEY CONTROL
 DG5955
 DG5955  ELLIP H (07/06/04)   99.57   (m)                       GP(       ) 3 2
 DG5955
 DG5955.Superseded values are not recommended for survey control.
 DG5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5955.See file dsdata.txt to determine how the superseded data were derived.
 DG5955
 DG5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1132816973(NAD 83)
 DG5955_MARKER: DD = SURVEY DISK
 DG5955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5955_STAMPING: CASS-0N3E
 DG5955_MARK LOGO: IL-017
 DG5955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5955+STABILITY: SURFACE MOTION
 DG5955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5955+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5955
 DG5955  HISTORY     - Date     Condition        Report By
 DG5955  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5955  HISTORY     - 20031103 GOOD             ILDT
 DG5955
 DG5955                          STATION DESCRIPTION
 DG5955
 DG5955'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5955'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5955'STATION IS LOCATED 3.5 MILES NORTH EAST OF THE CENTER OF MEREDOSIA. TO
 DG5955'REACH FROM MORGAN/CASS COUNTY LINE AND US 67, GO WEST ON MORGAN/CASS
 DG5955'COUNTY LINE  ROAD FOR 1.25 MILES TO THE STATION ON THE RIGHT. 21.5'
 DG5955'NORTH OF THE CENTERLINE  MORGAN/CASS COUNTY LINE ROAD, 17.0' EAST OF
 DG5955'THE CENTERLINE OF A DIRT ROAD, 19.7' WEST OF  THE NORTH END OF A CMP
 DG5955'UNDER MORGAN/CASS COUNTY LINE ROAD, 1.0' SOUTH WEST OF A  WITNESS
 DG5955'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5957 ***********************************************************************
 DG5957  DESIGNATION -  CASS 0N6E
 DG5957  PID         -  DG5957
 DG5957  STATE/COUNTY-  IL/CASS
 DG5957  USGS QUAD   -  ARENZVILLE WEST (1983)
 DG5957
 DG5957                         *CURRENT SURVEY CONTROL
 DG5957  ___________________________________________________________________
 DG5957* NAD 83(1997)-  39 52 33.85379(N)    090 28 07.84832(W)     ADJUSTED  
 DG5957* NAVD 88     -       141.0    (meters)     463.     (feet)  GPS OBS   
 DG5957  ___________________________________________________________________
 DG5957  X           -     -40,109.149 (meters)                     COMP
 DG5957  Y           -  -4,901,460.071 (meters)                     COMP
 DG5957  Z           -   4,067,504.356 (meters)                     COMP
 DG5957  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DG5957  ELLIP HEIGHT-         108.18  (meters)          (02/03/05) GPS OBS
 DG5957  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DG5957
 DG5957  HORZ ORDER  -  FIRST
 DG5957  ELLP ORDER  -  FOURTH    CLASS II
 DG5957
 DG5957.The horizontal coordinates were established by GPS observations
 DG5957.and adjusted by the National Geodetic Survey in July 2004..
 DG5957
 DG5957.The orthometric height was determined by GPS observations and a
 DG5957.high-resolution geoid model.
 DG5957
 DG5957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5957
 DG5957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5957
 DG5957.The ellipsoidal height was determined by GPS observations
 DG5957.and is referenced to NAD 83.
 DG5957
 DG5957.The geoid height was determined by GEOID03.
 DG5957
 DG5957;                    North         East     Units Scale Factor Converg.
 DG5957;SPC IL W     -   356,271.991   674,150.587   MT  0.99994940   -0 11 37.5
 DG5957;SPC IL W     - 1,168,869.02  2,211,775.72   sFT  0.99994940   -0 11 37.5
 DG5957;UTM  15      - 4,417,068.928   716,461.236   MT  1.00017687   +1 37 24.3
 DG5957
 DG5957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5957!SPC IL W     -   0.99998303  x   0.99994940  =   0.99993243
 DG5957!UTM  15      -   0.99998303  x   1.00017687  =   1.00015990
 DG5957
 DG5957                          SUPERSEDED SURVEY CONTROL
 DG5957
 DG5957  ELLIP H (07/06/04)  108.20   (m)                       GP(       ) 3 2
 DG5957
 DG5957.Superseded values are not recommended for survey control.
 DG5957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5957.See file dsdata.txt to determine how the superseded data were derived.
 DG5957
 DG5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1646117069(NAD 83)
 DG5957_MARKER: DD = SURVEY DISK
 DG5957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5957_STAMPING: CASS-0N6E
 DG5957_MARK LOGO: IL-017
 DG5957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5957+STABILITY: SURFACE MOTION
 DG5957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5957+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5957
 DG5957  HISTORY     - Date     Condition        Report By
 DG5957  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5957  HISTORY     - 20031103 GOOD             ILDT
 DG5957
 DG5957                          STATION DESCRIPTION
 DG5957
 DG5957'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5957'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5957'STATION IS LOCATED 5.0 MILES WEST OF THE CENTER OF ARENZVILLE. TO
 DG5957'REACH FROM MORGAN/CASS COUNTY LINE AND US 67, GO NORTH ON US 67 FOR
 DG5957'0.12 MILES TO T  ROAD EAST, GO EAST ON MORGAN/CASS COUNTY LINE ROAD
 DG5957'FOR 0.8 MILES TO A CURVE SOUTH,  CONTINUE FOR 0.9 MILES TO A CURVE
 DG5957'EAST, CONTINUE EAST FOR 2.05 MILE TO THE STATION ON THE  LEFT. THE
 DG5957'STATION IS 0.09 MILES WEST OF THE INTERSECTION OF MORGAN/CASS COUNTY
 DG5957'LINE ROAD  AND MCKENDREE CHAPEL/LEVEE ROAD. 18.5' NORTH OF CENTERLINE
 DG5957'MORGAN/CASS COUNTY LINE  ROAD, 121' EAST OF A POWER POLE, 175.5' WEST
 DG5957'OF A POWER POLE, 1.0' SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5996 ***********************************************************************
 DG5996  DESIGNATION -  CASS 10N16E
 DG5996  PID         -  DG5996
 DG5996  STATE/COUNTY-  IL/CASS
 DG5996  USGS QUAD   -  CLEAR LAKE (1981)
 DG5996
 DG5996                         *CURRENT SURVEY CONTROL
 DG5996  ___________________________________________________________________
 DG5996* NAD 83(1997)-  40 01 09.75433(N)    090 16 22.84605(W)     ADJUSTED  
 DG5996* NAVD 88     -       152.9    (meters)     502.     (feet)  GPS OBS   
 DG5996  ___________________________________________________________________
 DG5996  X           -     -23,307.374 (meters)                     COMP
 DG5996  Y           -  -4,891,360.723 (meters)                     COMP
 DG5996  Z           -   4,079,710.552 (meters)                     COMP
 DG5996  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DG5996  ELLIP HEIGHT-         119.93  (meters)          (02/03/05) GPS OBS
 DG5996  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DG5996
 DG5996  HORZ ORDER  -  FIRST
 DG5996  ELLP ORDER  -  FOURTH    CLASS II
 DG5996
 DG5996.The horizontal coordinates were established by GPS observations
 DG5996.and adjusted by the National Geodetic Survey in July 2004..
 DG5996
 DG5996.The orthometric height was determined by GPS observations and a
 DG5996.high-resolution geoid model.
 DG5996
 DG5996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5996
 DG5996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5996
 DG5996.The ellipsoidal height was determined by GPS observations
 DG5996.and is referenced to NAD 83.
 DG5996
 DG5996.The geoid height was determined by GEOID03.
 DG5996
 DG5996;                    North         East     Units Scale Factor Converg.
 DG5996;SPC IL W     -   372,144.522   690,921.795   MT  0.99994219   -0 04 06.2
 DG5996;SPC IL W     - 1,220,944.15  2,266,799.26   sFT  0.99994219   -0 04 06.2
 DG5996;UTM  15      - 4,433,470.615   732,724.378   MT  1.00026680   +1 45 15.7
 DG5996
 DG5996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5996!SPC IL W     -   0.99998119  x   0.99994219  =   0.99992338
 DG5996!UTM  15      -   0.99998119  x   1.00026680  =   1.00024798
 DG5996
 DG5996                          SUPERSEDED SURVEY CONTROL
 DG5996
 DG5996  ELLIP H (07/06/04)  119.95   (m)                       GP(       ) 3 2
 DG5996
 DG5996.Superseded values are not recommended for survey control.
 DG5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5996.See file dsdata.txt to determine how the superseded data were derived.
 DG5996
 DG5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE3272433471(NAD 83)
 DG5996_MARKER: DD = SURVEY DISK
 DG5996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5996_STAMPING: CASS-10N16E
 DG5996_MARK LOGO: IL-017
 DG5996_PROJECTION: FLUSH
 DG5996_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5996+STABILITY: SURFACE MOTION
 DG5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5996+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5996
 DG5996  HISTORY     - Date     Condition        Report By
 DG5996  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5996  HISTORY     - 20031104 GOOD             ILDT
 DG5996
 DG5996                          STATION DESCRIPTION
 DG5996
 DG5996'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5996'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW)
 DG5996'THE STATION IS LOCATED 6.6 MILES SOUTHWEST FROM THE CENTER OF
 DG5996'CHANDLERVILLE.  TO REACH  THE STATION FROM THE JUNCTION OF IL-78 AND
 DG5996'CHANDLERVILLE RD., GO WEST ON CHANDLERVILLE  RD. 5.6 MILES TO THE
 DG5996'STATION ON THE RIGHT. 38.0' NORTH OF THE CENTERLINE OF CHANDLERVILLE
 DG5996'RD, 42.6' EAST OF A POWER POLE, 1.0' WEST OF  4 REBAR, 1.0' SOUTH OF
 DG5996'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5994 ***********************************************************************
 DG5994  DESIGNATION -  CASS 12N11E
 DG5994  PID         -  DG5994
 DG5994  STATE/COUNTY-  IL/CASS
 DG5994  USGS QUAD   -  CLEAR LAKE (1981)
 DG5994
 DG5994                         *CURRENT SURVEY CONTROL
 DG5994  ___________________________________________________________________
 DG5994* NAD 83(1997)-  40 02 43.61323(N)    090 22 11.93027(W)     ADJUSTED  
 DG5994* NAVD 88     -       134.7    (meters)     442.     (feet)  GPS OBS   
 DG5994  ___________________________________________________________________
 DG5994  X           -     -31,573.400 (meters)                     COMP
 DG5994  Y           -  -4,889,438.244 (meters)                     COMP
 DG5994  Z           -   4,081,915.423 (meters)                     COMP
 DG5994  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DG5994  ELLIP HEIGHT-         101.68  (meters)          (02/03/05) GPS OBS
 DG5994  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DG5994
 DG5994  HORZ ORDER  -  FIRST
 DG5994  ELLP ORDER  -  FOURTH    CLASS II
 DG5994
 DG5994.The horizontal coordinates were established by GPS observations
 DG5994.and adjusted by the National Geodetic Survey in July 2004..
 DG5994
 DG5994.The orthometric height was determined by GPS observations and a
 DG5994.high-resolution geoid model.
 DG5994
 DG5994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5994
 DG5994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5994
 DG5994.The ellipsoidal height was determined by GPS observations
 DG5994.and is referenced to NAD 83.
 DG5994
 DG5994.The geoid height was determined by GEOID03.
 DG5994
 DG5994;                    North         East     Units Scale Factor Converg.
 DG5994;SPC IL W     -   375,053.641   682,650.766   MT  0.99994488   -0 07 50.9
 DG5994;SPC IL W     - 1,230,488.49  2,239,663.39   sFT  0.99994488   -0 07 50.9
 DG5994;UTM  15      - 4,436,115.907   724,362.476   MT  1.00021973   +1 41 34.2
 DG5994
 DG5994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5994!SPC IL W     -   0.99998405  x   0.99994488  =   0.99992893
 DG5994!UTM  15      -   0.99998405  x   1.00021973  =   1.00020378
 DG5994
 DG5994                          SUPERSEDED SURVEY CONTROL
 DG5994
 DG5994  ELLIP H (07/06/04)  101.69   (m)                       GP(       ) 3 2
 DG5994
 DG5994.Superseded values are not recommended for survey control.
 DG5994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5994.See file dsdata.txt to determine how the superseded data were derived.
 DG5994
 DG5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE2436236116(NAD 83)
 DG5994_MARKER: DD = SURVEY DISK
 DG5994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5994_STAMPING: CASS-12N11E
 DG5994_MARK LOGO: IL-017
 DG5994_PROJECTION: FLUSH
 DG5994_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5994+STABILITY: SURFACE MOTION
 DG5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5994+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5994
 DG5994  HISTORY     - Date     Condition        Report By
 DG5994  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5994  HISTORY     - 20031104 GOOD             ILDT
 DG5994
 DG5994                          STATION DESCRIPTION
 DG5994
 DG5994'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5994'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5994'STATION IS LOCATED 3.6 MILES NORTH EAST OF THE CENTER OF BEARDSTOWN.
 DG5994'TO REACH FROM THE POST OFFICE IN BEARDSTOWN AT THE INTERSEDTION OF
 DG5994'STATE ST. AND MAIN  ST., GO SOUTHEAST ON STATE ST. O.12 MILES TO 3RD
 DG5994'ST., TURN LEFT AND HEAD NORTHEAST THEN  EAST 0.68 MILES TO (4TH
 DG5994'ST./CHANDLERVILLE RD./ CR7) AND CONTINUE EAST 0.75 MILES TO A T-RD
 DG5994'NORTH (DUCK SLOUGH RD.), TURN LEFT AND HEAD NORTH THEN NORTHEAST 2.3
 DG5994'MILES TO CURVE  RIGHT (EAST) CONTINUE 3.0 MILES TO THE STATION ON THE
 DG5994'RIGHT.  0.10 MILES WEST OF A T-RD  SOUTH (SCHEWE RD.), 22.0' SOUTH
 DG5994'FROM THE CENTERLINE OF DUCK SLOUGH RD.( CLEAR LAKE RD.),  175.0' EAST
 DG5994'OF A POWERPOLE, 165.0' WEST OF A POWERPOLE, 1.0' EAST OF A  4 REBAR,
 DG5994'1.0' NORTH OF  A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6000 ***********************************************************************
 DG6000  DESIGNATION -  CASS 12N14E
 DG6000  PID         -  DG6000
 DG6000  STATE/COUNTY-  IL/CASS
 DG6000  USGS QUAD   -  CLEAR LAKE (1981)
 DG6000
 DG6000                         *CURRENT SURVEY CONTROL
 DG6000  ___________________________________________________________________
 DG6000* NAD 83(1997)-  40 02 54.78066(N)    090 18 40.35306(W)     ADJUSTED  
 DG6000* NAVD 88     -       135.1    (meters)     443.     (feet)  GPS OBS   
 DG6000  ___________________________________________________________________
 DG6000  X           -     -26,556.816 (meters)                     COMP
 DG6000  Y           -  -4,889,246.747 (meters)                     COMP
 DG6000  Z           -   4,082,179.358 (meters)                     COMP
 DG6000  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DG6000  ELLIP HEIGHT-         102.08  (meters)          (02/03/05) GPS OBS
 DG6000  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DG6000
 DG6000  HORZ ORDER  -  FIRST
 DG6000  ELLP ORDER  -  FOURTH    CLASS II
 DG6000
 DG6000.The horizontal coordinates were established by GPS observations
 DG6000.and adjusted by the National Geodetic Survey in July 2004..
 DG6000
 DG6000.The orthometric height was determined by GPS observations and a
 DG6000.high-resolution geoid model.
 DG6000
 DG6000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6000
 DG6000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6000
 DG6000.The ellipsoidal height was determined by GPS observations
 DG6000.and is referenced to NAD 83.
 DG6000
 DG6000.The geoid height was determined by GEOID03.
 DG6000
 DG6000;                    North         East     Units Scale Factor Converg.
 DG6000;SPC IL W     -   375,388.265   687,666.426   MT  0.99994305   -0 05 34.8
 DG6000;SPC IL W     - 1,231,586.33  2,256,118.93   sFT  0.99994305   -0 05 34.8
 DG6000;UTM  15      - 4,436,610.127   729,366.396   MT  1.00024769   +1 43 51.0
 DG6000
 DG6000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6000!SPC IL W     -   0.99998399  x   0.99994305  =   0.99992704
 DG6000!UTM  15      -   0.99998399  x   1.00024769  =   1.00023167
 DG6000
 DG6000                          SUPERSEDED SURVEY CONTROL
 DG6000
 DG6000  ELLIP H (07/06/04)  102.10   (m)                       GP(       ) 3 2
 DG6000
 DG6000.Superseded values are not recommended for survey control.
 DG6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6000.See file dsdata.txt to determine how the superseded data were derived.
 DG6000
 DG6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE2936636610(NAD 83)
 DG6000_MARKER: DD = SURVEY DISK
 DG6000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6000_STAMPING: CASS-12N14E
 DG6000_MARK LOGO: IL-017
 DG6000_PROJECTION: FLUSH
 DG6000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6000+STABILITY: SURFACE MOTION
 DG6000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6000+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG6000
 DG6000  HISTORY     - Date     Condition        Report By
 DG6000  HISTORY     - 20031104 MONUMENTED       ILDT
 DG6000  HISTORY     - 20031104 GOOD             ILDT
 DG6000
 DG6000                          STATION DESCRIPTION
 DG6000
 DG6000'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG6000'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG6000'STATION IS LOCATED 4.47 MILES NORTH NORTHEAST FROM THE CENTER OF BLUFF
 DG6000'SPRINGS.  TO  REACH FROM   BRICK SCHOOL 1927  LOCATED IN THE SOUTHEAST
 DG6000'QUAD. OF CHANDLERVILLE RD. (  CR7) AND NORTH BLUFF SPRINGS RD.  (
 DG6000'CR6/CLEARLAKE RD.), GO NORTH 1.45 MILES TO A CURVE LEFT (WEST),
 DG6000'CONTINUE 1.72 MILES TO A  T-RD NORTH (CLEARLAKE RD.), TURN RIGHT AND
 DG6000'GO NORTH 0.49 MILES TO A CROSSROAD CLEARLAKE  RD./BLUME RD. AND MOUND
 DG6000'LAKE RD., TURN RIGHT AND GO EAST 1.52 MILES TO A CURVE LEFT  (NORTH),
 DG6000'AND THE STATION IS ON THE RIGHT, 55.0' SOUTH FROM PROJECTED CENTERLINE
 DG6000'WEST,  13.9' WEST FROM PROJECTED CENTERLINE NORTH, 12.4' SOUTH OF
 DG6000'POWERPOLE, 18.2' NORTH OF  POWERPOLE, 1.0' NORTH OF  4 REBAR, 1.0'
 DG6000'WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6001 ***********************************************************************
 DG6001  DESIGNATION -  CASS 12N17E
 DG6001  PID         -  DG6001
 DG6001  STATE/COUNTY-  IL/CASS
 DG6001  USGS QUAD   -  CLEAR LAKE (1981)
 DG6001
 DG6001                         *CURRENT SURVEY CONTROL
 DG6001  ___________________________________________________________________
 DG6001* NAD 83(1997)-  40 02 34.26889(N)    090 15 08.09215(W)     ADJUSTED  
 DG6001* NAVD 88     -       134.8    (meters)     442.     (feet)  GPS OBS   
 DG6001  ___________________________________________________________________
 DG6001  X           -     -21,527.217 (meters)                     COMP
 DG6001  Y           -  -4,889,678.373 (meters)                     COMP
 DG6001  Z           -   4,081,694.903 (meters)                     COMP
 DG6001  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DG6001  ELLIP HEIGHT-         101.87  (meters)          (02/03/05) GPS OBS
 DG6001  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DG6001
 DG6001  HORZ ORDER  -  FIRST
 DG6001  ELLP ORDER  -  FOURTH    CLASS II
 DG6001
 DG6001.The horizontal coordinates were established by GPS observations
 DG6001.and adjusted by the National Geodetic Survey in July 2004..
 DG6001
 DG6001.The orthometric height was determined by GPS observations and a
 DG6001.high-resolution geoid model.
 DG6001
 DG6001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6001
 DG6001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6001
 DG6001.The ellipsoidal height was determined by GPS observations
 DG6001.and is referenced to NAD 83.
 DG6001
 DG6001.The geoid height was determined by GEOID03.
 DG6001
 DG6001;                    North         East     Units Scale Factor Converg.
 DG6001;SPC IL W     -   374,749.153   692,696.895   MT  0.99994183   -0 03 18.2
 DG6001;SPC IL W     - 1,229,489.51  2,272,623.06   sFT  0.99994183   -0 03 18.2
 DG6001;UTM  15      - 4,436,131.280   734,416.270   MT  1.00027653   +1 46 07.0
 DG6001
 DG6001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6001!SPC IL W     -   0.99998402  x   0.99994183  =   0.99992585
 DG6001!UTM  15      -   0.99998402  x   1.00027653  =   1.00026054
 DG6001
 DG6001                          SUPERSEDED SURVEY CONTROL
 DG6001
 DG6001  ELLIP H (07/06/04)  101.90   (m)                       GP(       ) 3 2
 DG6001
 DG6001.Superseded values are not recommended for survey control.
 DG6001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6001.See file dsdata.txt to determine how the superseded data were derived.
 DG6001
 DG6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE3441636131(NAD 83)
 DG6001_MARKER: DD = SURVEY DISK
 DG6001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6001_STAMPING: CASS-12N17E
 DG6001_MARK LOGO: IL-017
 DG6001_PROJECTION: FLUSH
 DG6001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6001+STABILITY: SURFACE MOTION
 DG6001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6001+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG6001
 DG6001  HISTORY     - Date     Condition        Report By
 DG6001  HISTORY     - 20031104 MONUMENTED       ILDT
 DG6001  HISTORY     - 20031104 GOOD             ILDT
 DG6001
 DG6001                          STATION DESCRIPTION
 DG6001
 DG6001'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG6001'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW)
 DG6001'THE STATION IS LOCATED 5.2 MILES WEST FROM THE CENTER OF
 DG6001'CHANDLERVILLE.  TO REACH THE  STATION FROM THE JUNCTION OF IL-78 AND
 DG6001'CHANDLERVILLE RD., GO WEST ON CHANDLERVILLE RD.  4.4 MILES TO A SIDE
 DG6001'RD NORTH ( W. GUM TOWN RD.), TURN RIGHT AND HEAD NORTH FOR 1.84 MILES
 DG6001'TO THE STATION ON THE LEFT, SOUTHWEST CORNER OF VIRGINIA WATER WORKS
 DG6001'YARD. 111.5' WEST  OF THE CENTERLINE OF GUM TOWN RD., 57.1' SOUTHWEST
 DG6001'OF SOUTHWEST CORNER OF PUMP  HOUSE, 1.0' NORTH OF  4 REBAR, 1.0' EAST
 DG6001'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5997 ***********************************************************************
 DG5997  DESIGNATION -  CASS 12N20E
 DG5997  PID         -  DG5997
 DG5997  STATE/COUNTY-  IL/CASS
 DG5997  USGS QUAD   -  CHANDLERVILLE (1981)
 DG5997
 DG5997                         *CURRENT SURVEY CONTROL
 DG5997  ___________________________________________________________________
 DG5997* NAD 83(1997)-  40 02 24.23758(N)    090 11 59.66395(W)     ADJUSTED  
 DG5997* NAVD 88     -       138.8    (meters)     455.     (feet)  GPS OBS   
 DG5997  ___________________________________________________________________
 DG5997  X           -     -17,061.067 (meters)                     COMP
 DG5997  Y           -  -4,889,898.165 (meters)                     COMP
 DG5997  Z           -   4,081,460.649 (meters)                     COMP
 DG5997  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 DG5997  ELLIP HEIGHT-         105.94  (meters)          (02/03/05) GPS OBS
 DG5997  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DG5997
 DG5997  HORZ ORDER  -  FIRST
 DG5997  ELLP ORDER  -  FOURTH    CLASS II
 DG5997
 DG5997.The horizontal coordinates were established by GPS observations
 DG5997.and adjusted by the National Geodetic Survey in July 2004..
 DG5997
 DG5997.The orthometric height was determined by GPS observations and a
 DG5997.high-resolution geoid model.
 DG5997
 DG5997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5997
 DG5997.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5997
 DG5997.The ellipsoidal height was determined by GPS observations
 DG5997.and is referenced to NAD 83.
 DG5997
 DG5997.The geoid height was determined by GEOID03.
 DG5997
 DG5997;                    North         East     Units Scale Factor Converg.
 DG5997;SPC IL W     -   374,436.794   697,163.336   MT  0.99994128   -0 01 17.0
 DG5997;SPC IL W     - 1,228,464.71  2,287,276.71   sFT  0.99994128   -0 01 17.0
 DG5997;UTM  15      - 4,435,961.155   738,891.946   MT  1.00030261   +1 48 08.0
 DG5997
 DG5997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5997!SPC IL W     -   0.99998338  x   0.99994128  =   0.99992466
 DG5997!UTM  15      -   0.99998338  x   1.00030261  =   1.00028599
 DG5997
 DG5997                          SUPERSEDED SURVEY CONTROL
 DG5997
 DG5997  ELLIP H (07/06/04)  105.97   (m)                       GP(       ) 3 2
 DG5997
 DG5997.Superseded values are not recommended for survey control.
 DG5997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5997.See file dsdata.txt to determine how the superseded data were derived.
 DG5997
 DG5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE3889235961(NAD 83)
 DG5997_MARKER: DD = SURVEY DISK
 DG5997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5997_STAMPING: CASS-12N20E
 DG5997_MARK LOGO: IL-017
 DG5997_PROJECTION: FLUSH
 DG5997_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5997+STABILITY: SURFACE MOTION
 DG5997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5997+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5997
 DG5997  HISTORY     - Date     Condition        Report By
 DG5997  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5997  HISTORY     - 20031104 GOOD             ILDT
 DG5997
 DG5997                          STATION DESCRIPTION
 DG5997
 DG5997'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5997'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW)
 DG5997'THE STATION IS LOCATED 2.5 MILES SOUTHWEST FROM THE CENTER OF
 DG5997'CHANDLERVILLE.  TO REACH  THE STATION FROM THE JUNCTION OF IL-78 AND
 DG5997'CHANDLERVILLE RD., GO WEST ON CHANDLERVILLE  RD. 1.4 MILES TO A T-RD
 DG5997'NORTH  ( OLD RIVER RD.), TURN RIGHT AND HEAD NORTH 0.5 MILES TO A
 DG5997'T-RD. WEST(GUM TOWN RD.), AND  THE STATION IS ON THE LEFT( IN THE NW
 DG5997'QUAD), 35.5' WEST FROM THE CENTERLINE OF OLD RIVER  RD., 15.9' NORTH
 DG5997'OF THE CENTERLINE OF GUM TOWN RD., 22.4' SOUTHWEST OF A ABOVE GROUND
 DG5997'SPLICE BOX, 1.0' EAST OF  4 REBAR, 1.0' SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6002 ***********************************************************************
 DG6002  DESIGNATION -  CASS 12N22E
 DG6002  PID         -  DG6002
 DG6002  STATE/COUNTY-  IL/CASS
 DG6002  USGS QUAD   -  CHANDLERVILLE (1981)
 DG6002
 DG6002                         *CURRENT SURVEY CONTROL
 DG6002  ___________________________________________________________________
 DG6002* NAD 83(1997)-  40 03 02.71378(N)    090 09 29.99911(W)     ADJUSTED  
 DG6002* NAVD 88     -       139.4    (meters)     457.     (feet)  GPS OBS   
 DG6002  ___________________________________________________________________
 DG6002  X           -     -13,510.865 (meters)                     COMP
 DG6002  Y           -  -4,889,146.126 (meters)                     COMP
 DG6002  Z           -   4,082,369.494 (meters)                     COMP
 DG6002  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 DG6002  ELLIP HEIGHT-         106.48  (meters)          (02/03/05) GPS OBS
 DG6002  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DG6002
 DG6002  HORZ ORDER  -  FIRST
 DG6002  ELLP ORDER  -  FOURTH    CLASS II
 DG6002
 DG6002.The horizontal coordinates were established by GPS observations
 DG6002.and adjusted by the National Geodetic Survey in July 2004..
 DG6002
 DG6002.The orthometric height was determined by GPS observations and a
 DG6002.high-resolution geoid model.
 DG6002
 DG6002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6002
 DG6002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6002
 DG6002.The ellipsoidal height was determined by GPS observations
 DG6002.and is referenced to NAD 83.
 DG6002
 DG6002.The geoid height was determined by GEOID03.
 DG6002
 DG6002;                    North         East     Units Scale Factor Converg.
 DG6002;SPC IL W     -   375,622.957   700,711.068   MT  0.99994118   +0 00 19.3
 DG6002;SPC IL W     - 1,232,356.32  2,298,916.23   sFT  0.99994118   +0 00 19.3
 DG6002;UTM  15      - 4,437,260.111   742,401.434   MT  1.00032341   +1 49 45.9
 DG6002
 DG6002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6002!SPC IL W     -   0.99998330  x   0.99994118  =   0.99992448
 DG6002!UTM  15      -   0.99998330  x   1.00032341  =   1.00030670
 DG6002
 DG6002                          SUPERSEDED SURVEY CONTROL
 DG6002
 DG6002  ELLIP H (07/06/04)  106.50   (m)                       GP(       ) 3 2
 DG6002
 DG6002.Superseded values are not recommended for survey control.
 DG6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6002.See file dsdata.txt to determine how the superseded data were derived.
 DG6002
 DG6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4240137260(NAD 83)
 DG6002_MARKER: DD = SURVEY DISK
 DG6002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6002_STAMPING: CASS-12N22E
 DG6002_MARK LOGO: IL-017
 DG6002_PROJECTION: FLUSH
 DG6002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6002+STABILITY: SURFACE MOTION
 DG6002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6002+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG6002
 DG6002  HISTORY     - Date     Condition        Report By
 DG6002  HISTORY     - 20031104 MONUMENTED       ILDT
 DG6002  HISTORY     - 20031104 GOOD             ILDT
 DG6002
 DG6002                          STATION DESCRIPTION
 DG6002
 DG6002'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG6002'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) TO
 DG6002'REACH FROM THE POST OFFICE IN CHANDLERVILLE GO SOUTHWEST ON MAIN ST.
 DG6002'0.07 MILES TO  RIVER ST., TURN RIGHT AND HEAD NW 0.11 MILES TO THE
 DG6002'INTERSECTION OF IL-78, CONTINUE  NORTHWEST ON ENGLISH ST. 0.36 MILES
 DG6002'TO CHANDLERVILLE'S WATERWORKS DEPARTMENT, TURN  RIGHT ON SMALL ROCK
 DG6002'RD. 0.07 MILES TO STATION ON THE LEFT,  68.5' SOUTH OF CENTERLINE OF
 DG6002'RD.  HEADING WEST, 20.5' WEST OF ROAD HEADING NORTH, 49.0' SOUTH OF
 DG6002'FENCE POST, 1.0' NORTH OF  4  REBAR, 1.0' EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5999 ***********************************************************************
 DG5999  DESIGNATION -  CASS 12N28E
 DG5999  PID         -  DG5999
 DG5999  STATE/COUNTY-  IL/CASS
 DG5999  USGS QUAD   -  NEWMANSVILLE (1981)
 DG5999
 DG5999                         *CURRENT SURVEY CONTROL
 DG5999  ___________________________________________________________________
 DG5999* NAD 83(1997)-  40 02 45.39594(N)    090 03 03.16118(W)     ADJUSTED  
 DG5999* NAVD 88     -       184.3    (meters)     605.     (feet)  GPS OBS   
 DG5999  ___________________________________________________________________
 DG5999  X           -      -4,341.867 (meters)                     COMP
 DG5999  Y           -  -4,889,541.026 (meters)                     COMP
 DG5999  Z           -   4,081,989.576 (meters)                     COMP
 DG5999  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DG5999  ELLIP HEIGHT-         151.51  (meters)          (02/03/05) GPS OBS
 DG5999  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DG5999
 DG5999  HORZ ORDER  -  FIRST
 DG5999  ELLP ORDER  -  FOURTH    CLASS II
 DG5999
 DG5999.The horizontal coordinates were established by GPS observations
 DG5999.and adjusted by the National Geodetic Survey in July 2004..
 DG5999
 DG5999.The orthometric height was determined by GPS observations and a
 DG5999.high-resolution geoid model.
 DG5999
 DG5999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5999
 DG5999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5999
 DG5999.The ellipsoidal height was determined by GPS observations
 DG5999.and is referenced to NAD 83.
 DG5999
 DG5999.The geoid height was determined by GEOID03.
 DG5999
 DG5999;                    North         East     Units Scale Factor Converg.
 DG5999;SPC IL W     -   375,095.241   709,880.422   MT  0.99994238   +0 04 28.2
 DG5999;SPC IL W     - 1,230,624.97  2,328,999.35   sFT  0.99994238   +0 04 28.2
 DG5999;UTM  15      - 4,437,024.422   751,586.699   MT  1.00037928   +1 53 54.5
 DG5999;UTM  16      - 4,437,317.179   239,731.177   MT  1.00043400   -1 57 50.5
 DG5999
 DG5999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5999!SPC IL W     -   0.99997623  x   0.99994238  =   0.99991861
 DG5999!UTM  15      -   0.99997623  x   1.00037928  =   1.00035550
 DG5999!UTM  16      -   0.99997623  x   1.00043400  =   1.00041022
 DG5999
 DG5999                          SUPERSEDED SURVEY CONTROL
 DG5999
 DG5999  ELLIP H (07/06/04)  151.54   (m)                       GP(       ) 3 2
 DG5999
 DG5999.Superseded values are not recommended for survey control.
 DG5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5999.See file dsdata.txt to determine how the superseded data were derived.
 DG5999
 DG5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5158737024(NAD 83)
 DG5999_MARKER: DD = SURVEY DISK
 DG5999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5999_STAMPING: CASS-12N28E
 DG5999_MARK LOGO: IL-017
 DG5999_PROJECTION: FLUSH
 DG5999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5999+STABILITY: SURFACE MOTION
 DG5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5999+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5999
 DG5999  HISTORY     - Date     Condition        Report By
 DG5999  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5999  HISTORY     - 20031104 GOOD             ILDT
 DG5999
 DG5999                          STATION DESCRIPTION
 DG5999
 DG5999'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5999'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5999'STATION IS LOCATED 5.5 MILES EAST FROM THE CENTER OF CHANDLERVILLE. TO
 DG5999'REACH THE STATION FROM THE POST OFFICE IN CHANDLERVILLE GO NORTHEAST
 DG5999'ON MAIN ST. 0.29  MILES TO ILLINI ST.( CR 12 ), TURN RIGHT AND HEAD
 DG5999'SOUTHEAST 0.17 MILES TO THE INTERSECTION OF  FIFTH ST., LINCOLN ST.,
 DG5999'AND ILLINI ST., CONTINUE LEFT (EAST) ON OAKFORD ( CR 12 ) FOR 5.36
 DG5999'MILES  TO A T-RD SOUTH (MT. OLIVE RD.), TURN RIGHT AND HEAD SOUTH 1.33
 DG5999'MILES TO THE STATION ON  THE LEFT. 0.07 MILES NORTH OF RESIDENCE
 DG5999'11931, 173.5' NORTHEAST FROM A POWER POLE, 153.0'  SOUTHEAST FROM A
 DG5999'POWERPOLE, 16.0' EAST FROM THE CENTERLINE OF PONTIAC RD., 1.0' NORTH
 DG5999'FROM  4 REBAR, 1.0' WEST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6004 ***********************************************************************
 DG6004  DESIGNATION -  CASS 12N31E
 DG6004  PID         -  DG6004
 DG6004  STATE/COUNTY-  IL/CASS
 DG6004  USGS QUAD   -  OAKFORD (1971)
 DG6004
 DG6004                         *CURRENT SURVEY CONTROL
 DG6004  ___________________________________________________________________
 DG6004* NAD 83(1997)-  40 03 01.63701(N)    089 59 58.31537(W)     ADJUSTED  
 DG6004* NAVD 88     -       178.8    (meters)     587.     (feet)  GPS OBS   
 DG6004  ___________________________________________________________________
 DG6004  X           -          39.932 (meters)                     COMP
 DG6004  Y           -  -4,889,216.493 (meters)                     COMP
 DG6004  Z           -   4,082,369.565 (meters)                     COMP
 DG6004  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DG6004  ELLIP HEIGHT-         146.10  (meters)          (02/03/05) GPS OBS
 DG6004  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DG6004
 DG6004  HORZ ORDER  -  FIRST
 DG6004  ELLP ORDER  -  FOURTH    CLASS II
 DG6004
 DG6004.The horizontal coordinates were established by GPS observations
 DG6004.and adjusted by the National Geodetic Survey in July 2004..
 DG6004
 DG6004.The orthometric height was determined by GPS observations and a
 DG6004.high-resolution geoid model.
 DG6004
 DG6004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6004
 DG6004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6004
 DG6004.The ellipsoidal height was determined by GPS observations
 DG6004.and is referenced to NAD 83.
 DG6004
 DG6004.The geoid height was determined by GEOID03.
 DG6004
 DG6004;                    North         East     Units Scale Factor Converg.
 DG6004;SPC IL W     -   375,603.098   714,260.924   MT  0.99994368   +0 06 27.2
 DG6004;SPC IL W     - 1,232,291.16  2,343,371.05   sFT  0.99994368   +0 06 27.2
 DG6004;UTM  16      - 4,437,669.056   244,129.070   MT  1.00040605   -1 55 52.1
 DG6004;UTM  15      - 4,437,671.748   755,950.779   MT  1.00040655   +1 55 54.2
 DG6004
 DG6004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6004!SPC IL W     -   0.99997708  x   0.99994368  =   0.99992076
 DG6004!UTM  16      -   0.99997708  x   1.00040605  =   1.00038312
 DG6004!UTM  15      -   0.99997708  x   1.00040655  =   1.00038362
 DG6004
 DG6004                          SUPERSEDED SURVEY CONTROL
 DG6004
 DG6004  ELLIP H (07/06/04)  146.12   (m)                       GP(       ) 3 2
 DG6004
 DG6004.Superseded values are not recommended for survey control.
 DG6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6004.See file dsdata.txt to determine how the superseded data were derived.
 DG6004
 DG6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK4412937669(NAD 83)
 DG6004_MARKER: DD = SURVEY DISK
 DG6004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6004_STAMPING: CASS-12N31E
 DG6004_MARK LOGO: IL-017
 DG6004_PROJECTION: RECESSED 15 CENTIMETERS
 DG6004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6004+STABILITY: SURFACE MOTION
 DG6004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6004+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG6004
 DG6004  HISTORY     - Date     Condition        Report By
 DG6004  HISTORY     - 20031104 MONUMENTED       ILDT
 DG6004  HISTORY     - 20031104 GOOD             ILDT
 DG6004
 DG6004                          STATION DESCRIPTION
 DG6004
 DG6004'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG6004'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG6004'STATION IS LOCATED 4.1 MILES SOUTHWEST FROM THE CENTER OF OAKFORD. TO
 DG6004'REACH FROM THE JUNCTION OF WHITLEY RD. AND OAKFORD RD. ( WEST OF THE
 DG6004'R.R. TRACKS AND  NORTH OF THE POST OFFICE IN OAKFORD), HEAD SOUTHWEST
 DG6004'ON OAKFORD RD. 2.34 MILES TO A  T-RD. SOUTH ( E. COUNTY LINE RD. ),
 DG6004'TURN LEFT AND HEAD SOUTH 2.2 MILES TO A T-RD WEST ( LYNN  RD.), AND
 DG6004'THE STATION IS LOCATED IN THE NORTHWEST QUAD. OF THE INTERSECTION.
 DG6004'54.0' NORTH  FROM THE CENTERLINE OF LYNN RD., 26.8' WEST FROM THE
 DG6004'CENTERLINE OF E. COUNTY LINE RD., 19.2'  NORTH FROM A UTILITY BOX,
 DG6004'1.0' SOUTH OF  4 REBAR, 1.0' EAST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5993 ***********************************************************************
 DG5993  DESIGNATION -  CASS 13N11E
 DG5993  PID         -  DG5993
 DG5993  STATE/COUNTY-  IL/CASS
 DG5993  USGS QUAD   -  CLEAR LAKE (1981)
 DG5993
 DG5993                         *CURRENT SURVEY CONTROL
 DG5993  ___________________________________________________________________
 DG5993* NAD 83(1997)-  40 04 14.34460(N)    090 21 58.71546(W)     ADJUSTED  
 DG5993* NAVD 88     -       133.5    (meters)     438.     (feet)  GPS OBS   
 DG5993  ___________________________________________________________________
 DG5993  X           -     -31,248.627 (meters)                     COMP
 DG5993  Y           -  -4,887,638.358 (meters)                     COMP
 DG5993  Z           -   4,084,056.593 (meters)                     COMP
 DG5993  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DG5993  ELLIP HEIGHT-         100.47  (meters)          (02/03/05) GPS OBS
 DG5993  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DG5993
 DG5993  HORZ ORDER  -  FIRST
 DG5993  ELLP ORDER  -  FOURTH    CLASS II
 DG5993
 DG5993.The horizontal coordinates were established by GPS observations
 DG5993.and adjusted by the National Geodetic Survey in July 2004..
 DG5993
 DG5993.The orthometric height was determined by GPS observations and a
 DG5993.high-resolution geoid model.
 DG5993
 DG5993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5993
 DG5993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5993
 DG5993.The ellipsoidal height was determined by GPS observations
 DG5993.and is referenced to NAD 83.
 DG5993
 DG5993.The geoid height was determined by GEOID03.
 DG5993
 DG5993;                    North         East     Units Scale Factor Converg.
 DG5993;SPC IL W     -   377,851.222   682,970.278   MT  0.99994475   -0 07 42.7
 DG5993;SPC IL W     - 1,239,666.88  2,240,711.65   sFT  0.99994475   -0 07 42.7
 DG5993;UTM  15      - 4,438,923.014   724,592.837   MT  1.00022100   +1 41 46.0
 DG5993
 DG5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5993!SPC IL W     -   0.99998424  x   0.99994475  =   0.99992899
 DG5993!UTM  15      -   0.99998424  x   1.00022100  =   1.00020524
 DG5993
 DG5993                          SUPERSEDED SURVEY CONTROL
 DG5993
 DG5993  ELLIP H (07/06/04)  100.49   (m)                       GP(       ) 3 2
 DG5993
 DG5993.Superseded values are not recommended for survey control.
 DG5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5993.See file dsdata.txt to determine how the superseded data were derived.
 DG5993
 DG5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE2459338923(NAD 83)
 DG5993_MARKER: DD = SURVEY DISK
 DG5993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5993_STAMPING: CASS-13N11E
 DG5993_MARK LOGO: IL-017
 DG5993_PROJECTION: FLUSH
 DG5993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5993+STABILITY: SURFACE MOTION
 DG5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5993+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5993
 DG5993  HISTORY     - Date     Condition        Report By
 DG5993  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5993  HISTORY     - 20031104 GOOD             ILDT
 DG5993
 DG5993                          STATION DESCRIPTION
 DG5993
 DG5993'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5993'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5993'STATION IS LOCATED 4.9 MILES NORTH EAST OF THE CENTER OF BEARDSTOWN.
 DG5993'TO REACH FROM THE POST OFFICE IN BEARDSTOWN AT THE INTERSEDTION OF
 DG5993'STATE ST. AND MAIN  ST., GO SOUTHEAST ON STATE ST. O.12 MILES TO 3RD
 DG5993'ST., TURN LEFT AND HEAD NORTHEAST THEN  EAST 0.68 MILES TO (4TH
 DG5993'ST./CHANDLERVILLE RD./ CR7) AND CONTINUE EAST 0.75 MILES TO A T-RD
 DG5993'NORTH (DUCK SLOUGH RD.), TURN LEFT AND HEAD NORTH THEN NORTHEAST 2.3
 DG5993'MILES TO CURVE  RIGHT (EAST), CONTINUE 2.43 MILES TO A T-RD NORTH
 DG5993'(PHELPS DITCH RD.), TURN LEFT AND HEAD  NORTHEASTERLY 2.24 MILES TO
 DG5993'THE STATION ON THE RIGHT. + 220' WEST OF A PRIVATE DRIVE  NORTH.
 DG5993'79.3' SOUTHEAST OF A POWERPOLE, 17.0' SOUTH FROM THE CENTERLINE OF
 DG5993'PHELPS DITCH  RD., 1.0' WEST OF  4 REBAR, 1.0' NORTH OF A WITNESS
 DG5993'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6003 ***********************************************************************
 DG6003  DESIGNATION -  CASS 13N26E
 DG6003  PID         -  DG6003
 DG6003  STATE/COUNTY-  IL/CASS
 DG6003  USGS QUAD   -  NEWMANSVILLE (1981)
 DG6003
 DG6003                         *CURRENT SURVEY CONTROL
 DG6003  ___________________________________________________________________
 DG6003* NAD 83(1997)-  40 03 25.86890(N)    090 05 26.10729(W)     ADJUSTED  
 DG6003* NAVD 88     -       153.0    (meters)     502.     (feet)  GPS OBS   
 DG6003  ___________________________________________________________________
 DG6003  X           -      -7,729.119 (meters)                     COMP
 DG6003  Y           -  -4,888,709.605 (meters)                     COMP
 DG6003  Z           -   4,082,924.999 (meters)                     COMP
 DG6003  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 DG6003  ELLIP HEIGHT-         120.21  (meters)          (02/03/05) GPS OBS
 DG6003  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 DG6003
 DG6003  HORZ ORDER  -  FIRST
 DG6003  ELLP ORDER  -  FOURTH    CLASS II
 DG6003
 DG6003.The horizontal coordinates were established by GPS observations
 DG6003.and adjusted by the National Geodetic Survey in July 2004..
 DG6003
 DG6003.The orthometric height was determined by GPS observations and a
 DG6003.high-resolution geoid model.
 DG6003
 DG6003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6003
 DG6003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6003
 DG6003.The ellipsoidal height was determined by GPS observations
 DG6003.and is referenced to NAD 83.
 DG6003
 DG6003.The geoid height was determined by GEOID03.
 DG6003
 DG6003;                    North         East     Units Scale Factor Converg.
 DG6003;SPC IL W     -   376,339.834   706,491.072   MT  0.99994169   +0 02 56.3
 DG6003;SPC IL W     - 1,234,708.27  2,317,879.46   sFT  0.99994169   +0 02 56.3
 DG6003;UTM  15      - 4,438,160.979   748,157.987   MT  1.00035818   +1 52 23.9
 DG6003
 DG6003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6003!SPC IL W     -   0.99998114  x   0.99994169  =   0.99992283
 DG6003!UTM  15      -   0.99998114  x   1.00035818  =   1.00033932
 DG6003
 DG6003                          SUPERSEDED SURVEY CONTROL
 DG6003
 DG6003  ELLIP H (07/06/04)  120.23   (m)                       GP(       ) 3 2
 DG6003
 DG6003.Superseded values are not recommended for survey control.
 DG6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6003.See file dsdata.txt to determine how the superseded data were derived.
 DG6003
 DG6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4815838161(NAD 83)
 DG6003_MARKER: DD = SURVEY DISK
 DG6003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6003_STAMPING: CASS-13N26E
 DG6003_MARK LOGO: IL-017
 DG6003_PROJECTION: FLUSH
 DG6003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6003+STABILITY: SURFACE MOTION
 DG6003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6003+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG6003
 DG6003  HISTORY     - Date     Condition        Report By
 DG6003  HISTORY     - 20031104 MONUMENTED       ILDT
 DG6003  HISTORY     - 20031104 GOOD             ILDT
 DG6003
 DG6003                          STATION DESCRIPTION
 DG6003
 DG6003'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG6003'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG6003'STATION IS LOCATED 3.5 MILES EAST FROM THE CENTER OF CHANDLERVILLE. TO
 DG6003'REACH THE STATION FROM THE POST OFFICE IN CHANDLERVILLE GO NORTHEAST
 DG6003'ON MAIN ST. 0.29  MILES TO ILLINI ST.( CR 12 ), TURN RIGHT AND HEAD
 DG6003'SOUTHEAST 0.17 MILES TO THE INTERSECTION OF  FIFTH ST., LINCOLN ST.,
 DG6003'AND ILLINI ST., CONTINUE LEFT (EAST) ON OAKFORD ( CR 12 ) FOR 3.0
 DG6003'MILES TO  STATION ON LEFT. + 210' EAST FROM THE CENTER OF A BOX
 DG6003'CULVERT, 77.1' NORTHEAST OF A NAIL  AND BOTTLECAP IN FENCE POST, 74.9'
 DG6003'NORTHWEST OF A NAIL AND BOTTLECAP IN FENCE POST, 33.0'  NORTH FROM THE
 DG6003'CENTERLINE OF OAKFORD ( CR. 12 ), 1.0' EAST OF  4 REBAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6006 ***********************************************************************
 DG6006  DESIGNATION -  CASS 15N29E
 DG6006  PID         -  DG6006
 DG6006  STATE/COUNTY-  IL/CASS
 DG6006  USGS QUAD   -  NEWMANSVILLE (1981)
 DG6006
 DG6006                         *CURRENT SURVEY CONTROL
 DG6006  ___________________________________________________________________
 DG6006* NAD 83(1997)-  40 05 50.17330(N)    090 02 13.23133(W)     ADJUSTED  
 DG6006* NAVD 88     -       141.3    (meters)     464.     (feet)  GPS OBS   
 DG6006  ___________________________________________________________________
 DG6006  X           -      -3,155.880 (meters)                     COMP
 DG6006  Y           -  -4,885,840.112 (meters)                     COMP
 DG6006  Z           -   4,086,323.166 (meters)                     COMP
 DG6006  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DG6006  ELLIP HEIGHT-         108.45  (meters)          (02/03/05) GPS OBS
 DG6006  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DG6006
 DG6006  HORZ ORDER  -  FIRST
 DG6006  ELLP ORDER  -  FOURTH    CLASS II
 DG6006
 DG6006.The horizontal coordinates were established by GPS observations
 DG6006.and adjusted by the National Geodetic Survey in July 2004..
 DG6006
 DG6006.The orthometric height was determined by GPS observations and a
 DG6006.high-resolution geoid model.
 DG6006
 DG6006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6006
 DG6006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6006
 DG6006.The ellipsoidal height was determined by GPS observations
 DG6006.and is referenced to NAD 83.
 DG6006
 DG6006.The geoid height was determined by GEOID03.
 DG6006
 DG6006;                    North         East     Units Scale Factor Converg.
 DG6006;SPC IL W     -   380,795.689   711,055.619   MT  0.99994268   +0 05 00.6
 DG6006;SPC IL W     - 1,249,327.19  2,332,854.98   sFT  0.99994268   +0 05 00.6
 DG6006;UTM  15      - 4,442,761.927   752,580.201   MT  1.00038544   +1 54 34.0
 DG6006;UTM  16      - 4,442,974.944   241,109.182   MT  1.00042518   -1 57 25.9
 DG6006
 DG6006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6006!SPC IL W     -   0.99998299  x   0.99994268  =   0.99992567
 DG6006!UTM  15      -   0.99998299  x   1.00038544  =   1.00036842
 DG6006!UTM  16      -   0.99998299  x   1.00042518  =   1.00040816
 DG6006
 DG6006                          SUPERSEDED SURVEY CONTROL
 DG6006
 DG6006  ELLIP H (07/06/04)  108.48   (m)                       GP(       ) 3 2
 DG6006
 DG6006.Superseded values are not recommended for survey control.
 DG6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6006.See file dsdata.txt to determine how the superseded data were derived.
 DG6006
 DG6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5258042762(NAD 83)
 DG6006_MARKER: DD = SURVEY DISK
 DG6006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6006_STAMPING: CASS-15N29E
 DG6006_MARK LOGO: IL-017
 DG6006_PROJECTION: FLUSH
 DG6006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6006+STABILITY: SURFACE MOTION
 DG6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6006+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG6006
 DG6006  HISTORY     - Date     Condition        Report By
 DG6006  HISTORY     - 20031104 MONUMENTED       ILDT
 DG6006  HISTORY     - 20031104 GOOD             ILDT
 DG6006
 DG6006                          STATION DESCRIPTION
 DG6006
 DG6006'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG6006'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG6006'STATION IS LOCATED 7.2 MILES NORTHEAST FROM THE CENTER OF
 DG6006'CHANDLERVILLE. TO REACH  THE STATION FROM THE POST OFFICE IN
 DG6006'CHANDLERVILLE GO NORTHEAST ON MAIN ST. 0.29 MILES TO  ILLINI ST.( CR
 DG6006'12 ), TURN RIGHT AND HEAD SOUTHEAST 0.17 MILES TO THE INTERSECTION OF
 DG6006'FIFTH  ST., LINCOLN ST., AND ILLINI ST., CONTINUE LEFT (EAST) ON
 DG6006'OAKFORD ( CR 12 ) FOR 6.1 MILES TO A  T-RD SOUTH (W. BARRETT RD. ),
 DG6006'TURN LEFT AND HEAD NORTH 2.0 MILES TO THE STATION ON THE  RIGHT. THE
 DG6006'STATION IS LOCATED IN THE SOUTHEAST QUAD. OF THE INTERSECTION. 20.5'
 DG6006'EAST FROM  THE CETERLINE OF BARRETT RD. HEADING SOUTH, 41.0' FROM THE
 DG6006'CENTERLINE OF BARRETT RD.  HEADING EAST, 1.0' SOUTH OF  4 REBAR, 1.0'
 DG6006'WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6005 ***********************************************************************
 DG6005  DESIGNATION -  CASS 15N31E
 DG6005  PID         -  DG6005
 DG6005  STATE/COUNTY-  IL/CASS
 DG6005  USGS QUAD   -  OAKFORD (1971)
 DG6005
 DG6005                         *CURRENT SURVEY CONTROL
 DG6005  ___________________________________________________________________
 DG6005* NAD 83(1997)-  40 05 11.88776(N)    089 59 45.44923(W)     ADJUSTED  
 DG6005* NAVD 88     -       146.9    (meters)     482.     (feet)  GPS OBS   
 DG6005  ___________________________________________________________________
 DG6005  X           -         344.721 (meters)                     COMP
 DG6005  Y           -  -4,886,605.954 (meters)                     COMP
 DG6005  Z           -   4,085,423.425 (meters)                     COMP
 DG6005  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DG6005  ELLIP HEIGHT-         114.11  (meters)          (02/03/05) GPS OBS
 DG6005  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DG6005
 DG6005  HORZ ORDER  -  FIRST
 DG6005  ELLP ORDER  -  FOURTH    CLASS II
 DG6005
 DG6005.The horizontal coordinates were established by GPS observations
 DG6005.and adjusted by the National Geodetic Survey in July 2004..
 DG6005
 DG6005.The orthometric height was determined by GPS observations and a
 DG6005.high-resolution geoid model.
 DG6005
 DG6005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6005
 DG6005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6005
 DG6005.The ellipsoidal height was determined by GPS observations
 DG6005.and is referenced to NAD 83.
 DG6005
 DG6005.The geoid height was determined by GEOID03.
 DG6005
 DG6005;                    North         East     Units Scale Factor Converg.
 DG6005;SPC IL W     -   379,620.809   714,558.169   MT  0.99994378   +0 06 35.7
 DG6005;SPC IL W     - 1,245,472.60  2,344,346.26   sFT  0.99994378   +0 06 35.7
 DG6005;UTM  16      - 4,441,675.489   244,569.309   MT  1.00040327   -1 55 49.0
 DG6005;UTM  15      - 4,441,698.752   756,120.009   MT  1.00040761   +1 56 07.8
 DG6005
 DG6005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6005!SPC IL W     -   0.99998210  x   0.99994378  =   0.99992588
 DG6005!UTM  16      -   0.99998210  x   1.00040327  =   1.00038536
 DG6005!UTM  15      -   0.99998210  x   1.00040761  =   1.00038970
 DG6005
 DG6005                          SUPERSEDED SURVEY CONTROL
 DG6005
 DG6005  ELLIP H (07/06/04)  114.13   (m)                       GP(       ) 3 2
 DG6005
 DG6005.Superseded values are not recommended for survey control.
 DG6005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6005.See file dsdata.txt to determine how the superseded data were derived.
 DG6005
 DG6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK4456941675(NAD 83)
 DG6005_MARKER: DD = SURVEY DISK
 DG6005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6005_STAMPING: CASS-15N31E
 DG6005_MARK LOGO: IL-017
 DG6005_PROJECTION: FLUSH
 DG6005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6005+STABILITY: SURFACE MOTION
 DG6005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6005+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG6005
 DG6005  HISTORY     - Date     Condition        Report By
 DG6005  HISTORY     - 20031104 MONUMENTED       ILDT
 DG6005  HISTORY     - 20031104 GOOD             ILDT
 DG6005
 DG6005                          STATION DESCRIPTION
 DG6005
 DG6005'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG6005'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG6005'STATION IS LOCATED 2.0 MILES SOUTHWEST FROM THE CENTER OF OAKFORD. TO
 DG6005'REACH FROM THE JUNCTION OF WHITLEY RD. AND OAKFORD RD. ( WEST OF THE
 DG6005'R.R. TRACKS AND  NORTH OF THE POST OFFICE IN OAKFORD), HEAD SOUTHWEST
 DG6005'ON OAKFORD RD. 2.0 MILES TO THE  STATION ON THE RIGHT. 82.4' NORTHWEST
 DG6005'FROM A POWERPOLE, 41.6' EAST FROM THE EAST END OF  A CMP, 37.0' NORTH
 DG6005'FROM THE CENTERLINE OF OAKFORD RD., 1.0' EAST OF  4 REBAR, 1.0' SOUTH
 DG6005'OF A  METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5962 ***********************************************************************
 DG5962  DESIGNATION -  CASS 1N13E
 DG5962  PID         -  DG5962
 DG5962  STATE/COUNTY-  IL/CASS
 DG5962  USGS QUAD   -  ARENZVILLE EAST (1983)
 DG5962
 DG5962                         *CURRENT SURVEY CONTROL
 DG5962  ___________________________________________________________________
 DG5962* NAD 83(1997)-  39 53 00.51772(N)    090 19 58.65659(W)     ADJUSTED  
 DG5962* NAVD 88     -       177.8    (meters)     583.     (feet)  GPS OBS   
 DG5962  ___________________________________________________________________
 DG5962  X           -     -28,481.509 (meters)                     COMP
 DG5962  Y           -  -4,901,042.374 (meters)                     COMP
 DG5962  Z           -   4,068,159.062 (meters)                     COMP
 DG5962  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DG5962  ELLIP HEIGHT-         145.00  (meters)          (02/03/05) GPS OBS
 DG5962  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DG5962
 DG5962  HORZ ORDER  -  FIRST
 DG5962  ELLP ORDER  -  FOURTH    CLASS II
 DG5962
 DG5962.The horizontal coordinates were established by GPS observations
 DG5962.and adjusted by the National Geodetic Survey in July 2004..
 DG5962
 DG5962.The orthometric height was determined by GPS observations and a
 DG5962.high-resolution geoid model.
 DG5962
 DG5962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5962
 DG5962.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5962
 DG5962.The ellipsoidal height was determined by GPS observations
 DG5962.and is referenced to NAD 83.
 DG5962
 DG5962.The geoid height was determined by GEOID03.
 DG5962
 DG5962;                    North         East     Units Scale Factor Converg.
 DG5962;SPC IL W     -   357,063.852   685,776.282   MT  0.99994367   -0 06 23.9
 DG5962;SPC IL W     - 1,171,466.99  2,249,917.69   sFT  0.99994367   -0 06 23.9
 DG5962;UTM  15      - 4,418,229.388   728,059.010   MT  1.00024035   +1 42 39.3
 DG5962
 DG5962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5962!SPC IL W     -   0.99997725  x   0.99994367  =   0.99992092
 DG5962!UTM  15      -   0.99997725  x   1.00024035  =   1.00021760
 DG5962
 DG5962                          SUPERSEDED SURVEY CONTROL
 DG5962
 DG5962  ELLIP H (07/06/04)  145.01   (m)                       GP(       ) 3 2
 DG5962
 DG5962.Superseded values are not recommended for survey control.
 DG5962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5962.See file dsdata.txt to determine how the superseded data were derived.
 DG5962
 DG5962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE2805918229(NAD 83)
 DG5962_MARKER: DD = SURVEY DISK
 DG5962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5962_STAMPING: CASS-1N13E
 DG5962_MARK LOGO: IL-017
 DG5962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5962+STABILITY: SURFACE MOTION
 DG5962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5962+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5962
 DG5962  HISTORY     - Date     Condition        Report By
 DG5962  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5962  HISTORY     - 20031103 GOOD             ILDT
 DG5962
 DG5962                          STATION DESCRIPTION
 DG5962
 DG5962'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5962'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5962'STATION IS LOCATED 2.0 MILES EAST NORTH EAST OF THE CENTER OF
 DG5962'ARENZVILLE. TO REACH  FROM THE POST OFFICE IN ARENZVILLE, GO EAST ON
 DG5962'FREDERICK STREET FOR 0.08 MILES TO  INTERSECTION, GO NORTH ON
 DG5962'HENRIETTA STREET FOR 0.09 MILES TO A SHARP CURVE EAST,  CONTINUE
 DG5962'EASTERLY ON VIRGINIA ROAD FOR 2.18 MILES TO THE STATION ON THE RIGHT,
 DG5962'IN THE  NORTH EAST QUAD OF T ROAD INTERSECTION OF VIRGINIA ROAD AND
 DG5962'CRUM ROAD, 38.5' EAST OF  CENTERLINE OF VIRGINIA ROAD, 146.0' NORTH OF
 DG5962'CENTERLINE CRUM ROAD, 172.0' SOUTH OF A  POWER POLE, 1.0' WEST OF A
 DG5962'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5956 ***********************************************************************
 DG5956  DESIGNATION -  CASS 2N4E
 DG5956  PID         -  DG5956
 DG5956  STATE/COUNTY-  IL/CASS
 DG5956  USGS QUAD   -  COOPERSTOWN (1980)
 DG5956
 DG5956                         *CURRENT SURVEY CONTROL
 DG5956  ___________________________________________________________________
 DG5956* NAD 83(1997)-  39 54 22.08413(N)    090 30 34.95287(W)     ADJUSTED  
 DG5956* NAVD 88     -       134.2    (meters)     440.     (feet)  GPS OBS   
 DG5956  ___________________________________________________________________
 DG5956  X           -     -43,585.685 (meters)                     COMP
 DG5956  Y           -  -4,899,284.208 (meters)                     COMP
 DG5956  Z           -   4,070,061.203 (meters)                     COMP
 DG5956  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DG5956  ELLIP HEIGHT-         101.34  (meters)          (02/03/05) GPS OBS
 DG5956  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DG5956
 DG5956  HORZ ORDER  -  FIRST
 DG5956  ELLP ORDER  -  FOURTH    CLASS II
 DG5956
 DG5956.The horizontal coordinates were established by GPS observations
 DG5956.and adjusted by the National Geodetic Survey in July 2004..
 DG5956
 DG5956.The orthometric height was determined by GPS observations and a
 DG5956.high-resolution geoid model.
 DG5956
 DG5956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5956
 DG5956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5956
 DG5956.The ellipsoidal height was determined by GPS observations
 DG5956.and is referenced to NAD 83.
 DG5956
 DG5956.The geoid height was determined by GEOID03.
 DG5956
 DG5956;                    North         East     Units Scale Factor Converg.
 DG5956;SPC IL W     -   359,622.504   670,667.904   MT  0.99995176   -0 13 12.3
 DG5956;SPC IL W     - 1,179,861.50  2,200,349.62   sFT  0.99995176   -0 13 12.3
 DG5956;UTM  15      - 4,420,307.988   712,873.250   MT  1.00015790   +1 35 53.5
 DG5956
 DG5956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5956!SPC IL W     -   0.99998410  x   0.99995176  =   0.99993586
 DG5956!UTM  15      -   0.99998410  x   1.00015790  =   1.00014200
 DG5956
 DG5956                          SUPERSEDED SURVEY CONTROL
 DG5956
 DG5956  ELLIP H (07/06/04)  101.37   (m)                       GP(       ) 3 2
 DG5956
 DG5956.Superseded values are not recommended for survey control.
 DG5956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5956.See file dsdata.txt to determine how the superseded data were derived.
 DG5956
 DG5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1287320308(NAD 83)
 DG5956_MARKER: DD = SURVEY DISK
 DG5956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5956_STAMPING: CASS-2N4E
 DG5956_MARK LOGO: IL-017
 DG5956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5956+STABILITY: SURFACE MOTION
 DG5956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5956+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5956
 DG5956  HISTORY     - Date     Condition        Report By
 DG5956  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5956  HISTORY     - 20031103 GOOD             ILDT
 DG5956
 DG5956                          STATION DESCRIPTION
 DG5956
 DG5956'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5956'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5956'STATION IS LOCATED 5.9 MILES NORTH EAST OF THE CENTER OF MEREDOSIA. TO
 DG5956'REACH FROM MORGAN/CASS COUNTY LINE AND US 67, GO NORTH ON US 67 FOR
 DG5956'1.02 MILES TO T  ROAD WEST, GO WEST ON HONEY POINT ROAD FOR 0.36 MILES
 DG5956'TO T ROAD NORTH, GO NORTH ON  INDIAN CREEK ROAD FOR 1.05 MILES TO THE
 DG5956'STATION ON THE RIGHT. 290' NORTH OF PRIVATE DRIVE  (BOX 52A), 19.0'
 DG5956'EAST OF CENTERLINE OF INDIAN CREEK ROAD, 1.0' WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5958 ***********************************************************************
 DG5958  DESIGNATION -  CASS 2N8E
 DG5958  PID         -  DG5958
 DG5958  STATE/COUNTY-  IL/CASS
 DG5958  USGS QUAD   -  ARENZVILLE WEST (1983)
 DG5958
 DG5958                         *CURRENT SURVEY CONTROL
 DG5958  ___________________________________________________________________
 DG5958* NAD 83(1997)-  39 54 21.21099(N)    090 25 45.77007(W)     ADJUSTED  
 DG5958* NAVD 88     -       138.9    (meters)     456.     (feet)  GPS OBS   
 DG5958  ___________________________________________________________________
 DG5958  X           -     -36,717.015 (meters)                     COMP
 DG5958  Y           -  -4,899,361.397 (meters)                     COMP
 DG5958  Z           -   4,070,043.573 (meters)                     COMP
 DG5958  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DG5958  ELLIP HEIGHT-         106.06  (meters)          (02/03/05) GPS OBS
 DG5958  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DG5958
 DG5958  HORZ ORDER  -  FIRST
 DG5958  ELLP ORDER  -  FOURTH    CLASS II
 DG5958
 DG5958.The horizontal coordinates were established by GPS observations
 DG5958.and adjusted by the National Geodetic Survey in July 2004..
 DG5958
 DG5958.The orthometric height was determined by GPS observations and a
 DG5958.high-resolution geoid model.
 DG5958
 DG5958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5958
 DG5958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5958
 DG5958.The ellipsoidal height was determined by GPS observations
 DG5958.and is referenced to NAD 83.
 DG5958
 DG5958.The geoid height was determined by GEOID03.
 DG5958
 DG5958;                    North         East     Units Scale Factor Converg.
 DG5958;SPC IL W     -   359,572.283   677,536.387   MT  0.99994739   -0 10 06.7
 DG5958;SPC IL W     - 1,179,696.73  2,222,883.96   sFT  0.99994739   -0 10 06.7
 DG5958;UTM  15      - 4,420,475.766   719,741.424   MT  1.00019449   +1 38 59.2
 DG5958
 DG5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5958!SPC IL W     -   0.99998336  x   0.99994739  =   0.99993075
 DG5958!UTM  15      -   0.99998336  x   1.00019449  =   1.00017785
 DG5958
 DG5958                          SUPERSEDED SURVEY CONTROL
 DG5958
 DG5958  ELLIP H (07/06/04)  106.08   (m)                       GP(       ) 3 2
 DG5958
 DG5958.Superseded values are not recommended for survey control.
 DG5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5958.See file dsdata.txt to determine how the superseded data were derived.
 DG5958
 DG5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1974120476(NAD 83)
 DG5958_MARKER: DD = SURVEY DISK
 DG5958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5958_STAMPING: CASS-2N8E
 DG5958_MARK LOGO: IL-017
 DG5958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5958+STABILITY: SURFACE MOTION
 DG5958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5958+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5958
 DG5958  HISTORY     - Date     Condition        Report By
 DG5958  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5958  HISTORY     - 20031103 GOOD             ILDT
 DG5958
 DG5958                          STATION DESCRIPTION
 DG5958
 DG5958'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5958'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5958'STATION IS LOCATED 3.6 MILES NORTH WEST OF THE CENTER OF ARENZVILLE.
 DG5958'TO REACH FROM  THE POST OFFICE IN ARENZVILLE, GO WEST ON FREDERICK
 DG5958'STREET FOR 0.08 MILES TO T ROAD  INTERSECTION, GO SOUTH ON STATE
 DG5958'STREET FOR 0.05 MILES TO A CROSSROAD, GO WEST ON MAIN
 DG5958'STREET/ARENZVILLE ROAD FOR 3.13 MILES TO T ROAD NORTH, GO NORTH ON
 DG5958'BOULEVARD ROAD FOR  2.33 MILES TO T ROAD WEST, GO WEST ON LEVEE ROAD
 DG5958'FOR 0.04 MILES TO STATION ON THE RIGHT,  31.5' NORTH OF CENTERLINE OF
 DG5958'LEVEE ROAD, 9.6' EAST OF A POWER POLE, 1.0' SOUTH OF A WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5961 ***********************************************************************
 DG5961  DESIGNATION -  CASS 3N10E
 DG5961  PID         -  DG5961
 DG5961  STATE/COUNTY-  IL/CASS
 DG5961  USGS QUAD   -  ARENZVILLE WEST (1983)
 DG5961
 DG5961                         *CURRENT SURVEY CONTROL
 DG5961  ___________________________________________________________________
 DG5961* NAD 83(1997)-  39 55 33.47018(N)    090 23 12.59585(W)     ADJUSTED  
 DG5961* NAVD 88     -       144.8    (meters)     475.     (feet)  GPS OBS   
 DG5961  ___________________________________________________________________
 DG5961  X           -     -33,069.068 (meters)                     COMP
 DG5961  Y           -  -4,897,961.732 (meters)                     COMP
 DG5961  Z           -   4,071,756.679 (meters)                     COMP
 DG5961  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DG5961  ELLIP HEIGHT-         111.87  (meters)          (02/03/05) GPS OBS
 DG5961  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DG5961
 DG5961  HORZ ORDER  -  FIRST
 DG5961  ELLP ORDER  -  FOURTH    CLASS II
 DG5961
 DG5961.The horizontal coordinates were established by GPS observations
 DG5961.and adjusted by the National Geodetic Survey in July 2004..
 DG5961
 DG5961.The orthometric height was determined by GPS observations and a
 DG5961.high-resolution geoid model.
 DG5961
 DG5961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5961
 DG5961.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5961
 DG5961.The ellipsoidal height was determined by GPS observations
 DG5961.and is referenced to NAD 83.
 DG5961
 DG5961.The geoid height was determined by GEOID03.
 DG5961
 DG5961;                    North         East     Units Scale Factor Converg.
 DG5961;SPC IL W     -   361,790.974   681,180.028   MT  0.99994554   -0 08 28.7
 DG5961;SPC IL W     - 1,186,975.89  2,234,838.14   sFT  0.99994554   -0 08 28.7
 DG5961;UTM  15      - 4,422,809.581   723,313.735   MT  1.00021397   +1 40 40.1
 DG5961
 DG5961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5961!SPC IL W     -   0.99998245  x   0.99994554  =   0.99992799
 DG5961!UTM  15      -   0.99998245  x   1.00021397  =   1.00019642
 DG5961
 DG5961                          SUPERSEDED SURVEY CONTROL
 DG5961
 DG5961  ELLIP H (07/06/04)  111.88   (m)                       GP(       ) 3 2
 DG5961
 DG5961.Superseded values are not recommended for survey control.
 DG5961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5961.See file dsdata.txt to determine how the superseded data were derived.
 DG5961
 DG5961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE2331422810(NAD 83)
 DG5961_MARKER: DD = SURVEY DISK
 DG5961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5961_STAMPING: CASS-3N10E
 DG5961_MARK LOGO: IL-017
 DG5961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5961+STABILITY: SURFACE MOTION
 DG5961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5961+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5961
 DG5961  HISTORY     - Date     Condition        Report By
 DG5961  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5961  HISTORY     - 20031103 GOOD             ILDT
 DG5961
 DG5961                          STATION DESCRIPTION
 DG5961
 DG5961'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5961'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5961'STATION IS LOCATED 3.5 MILES NORTH OF THE CENTER OF ARENZVILLE. TO
 DG5961'REACH FROM THE  POST OFFICE IN ARENZVILLE, GO WEST ON FREDERICK STREET
 DG5961'FOR 0.08 MILES TO T ROAD  INTERSECTION, GO SOUTH ON STATE STREET FOR
 DG5961'0.05 MILES TO A CROSSROAD, GO WEST ON MAIN  STREET FOR 0.08 MILES TO T
 DG5961'ROAD INTERSECTION, GO NORTH ON BEARDSTOWN/ARENZVILLE ROAD  FOR 3.5
 DG5961'MILES TO T ROAD EAST, GO EAST ON HAGENER ROAD FOR 0.19 MILES TO THE
 DG5961'STATION ON  THE LEFT, 25.5' NORTH OF CENTERLINE HAGENER ROAD, 78.4'
 DG5961'EAST OF A POWER POLE, 81.2' WEST OF  A POWER POLE, 121.0' EAST OF
 DG5961'CENTERLINE OF A FIELD ENTRANCE, 125.0' WEST OF CENTERLINE OF A  FIELD
 DG5961'ENTRANCE, 1.0' SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5976 ***********************************************************************
 DG5976  DESIGNATION -  CASS 3N13E
 DG5976  PID         -  DG5976
 DG5976  STATE/COUNTY-  IL/CASS
 DG5976  USGS QUAD   -  ARENZVILLE EAST (1983)
 DG5976
 DG5976                         *CURRENT SURVEY CONTROL
 DG5976  ___________________________________________________________________
 DG5976* NAD 83(1997)-  39 55 25.10329(N)    090 19 57.55617(W)     ADJUSTED  
 DG5976* NAVD 88     -       184.9    (meters)     607.     (feet)  GPS OBS   
 DG5976  ___________________________________________________________________
 DG5976  X           -     -28,438.784 (meters)                     COMP
 DG5976  Y           -  -4,898,187.210 (meters)                     COMP
 DG5976  Z           -   4,071,584.535 (meters)                     COMP
 DG5976  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DG5976  ELLIP HEIGHT-         152.01  (meters)          (02/03/05) GPS OBS
 DG5976  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DG5976
 DG5976  HORZ ORDER  -  FIRST
 DG5976  ELLP ORDER  -  FOURTH    CLASS II
 DG5976
 DG5976.The horizontal coordinates were established by GPS observations
 DG5976.and adjusted by the National Geodetic Survey in July 2004..
 DG5976
 DG5976.The orthometric height was determined by GPS observations and a
 DG5976.high-resolution geoid model.
 DG5976
 DG5976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5976
 DG5976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5976
 DG5976.The ellipsoidal height was determined by GPS observations
 DG5976.and is referenced to NAD 83.
 DG5976
 DG5976.The geoid height was determined by GEOID03.
 DG5976
 DG5976;                    North         East     Units Scale Factor Converg.
 DG5976;SPC IL W     -   361,522.916   685,810.715   MT  0.99994365   -0 06 23.5
 DG5976;SPC IL W     - 1,186,096.43  2,250,030.65   sFT  0.99994365   -0 06 23.5
 DG5976;UTM  15      - 4,422,688.620   727,951.906   MT  1.00023974   +1 42 45.2
 DG5976
 DG5976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5976!SPC IL W     -   0.99997615  x   0.99994365  =   0.99991980
 DG5976!UTM  15      -   0.99997615  x   1.00023974  =   1.00021589
 DG5976
 DG5976                          SUPERSEDED SURVEY CONTROL
 DG5976
 DG5976  ELLIP H (07/06/04)  152.02   (m)                       GP(       ) 3 2
 DG5976
 DG5976.Superseded values are not recommended for survey control.
 DG5976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5976.See file dsdata.txt to determine how the superseded data were derived.
 DG5976
 DG5976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE2795222689(NAD 83)
 DG5976_MARKER: DD = SURVEY DISK
 DG5976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5976_STAMPING: CASS-3N13E
 DG5976_MARK LOGO: IL-017
 DG5976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5976+STABILITY: SURFACE MOTION
 DG5976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5976+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5976
 DG5976  HISTORY     - Date     Condition        Report By
 DG5976  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5976  HISTORY     - 20031103 GOOD             ILDT
 DG5976
 DG5976                          STATION DESCRIPTION
 DG5976
 DG5976'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5976'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5976'STATION IS LOCATED 2.0 MILES EAST NORTH EAST OF THE CENTER OF
 DG5976'ARENZVILLE. TO REACH  FROM THE POST OFFICE IN ARENZVILLE, GO EAST ON
 DG5976'FREDERICK STREET FOR 0.08 MILES TO  INTERSECTION, GO NORTH ON
 DG5976'HENRIETTA STREET FOR 0.09 MILES TO A SHARP CURVE EAST, CONTINUE
 DG5976'EASTERLY ON VIRGINIA ROAD FOR 2.0  MILES TO A CURVE NORTH, GO NORTH
 DG5976'FOR 2.3 MILES TO A CURVE EAST, CONTINUE EAST THRU  CURVE FOR 0.2 MILES
 DG5976'TO T ROAD NORTH, GO NORTH ON PECK ROAD FOR 0.5 MILES TO STATION ON
 DG5976'THE LEFT, 21.5' EAST OF CENTERLINE OF PECK ROAD, 127.5' SOUTH OF A
 DG5976'POWER POLE, 12.1' NORTH OF  ABOVE GROUND UTILITY BOX, 1.0' EAST OF A
 DG5976'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5965 ***********************************************************************
 DG5965  DESIGNATION -  CASS 3N16E
 DG5965  PID         -  DG5965
 DG5965  STATE/COUNTY-  IL/CASS
 DG5965  USGS QUAD   -  ARENZVILLE EAST (1983)
 DG5965
 DG5965                         *CURRENT SURVEY CONTROL
 DG5965  ___________________________________________________________________
 DG5965* NAD 83(1997)-  39 55 02.77258(N)    090 16 02.69856(W)     ADJUSTED  
 DG5965* NAVD 88     -       185.9    (meters)     610.     (feet)  GPS OBS   
 DG5965  ___________________________________________________________________
 DG5965  X           -     -22,863.650 (meters)                     COMP
 DG5965  Y           -  -4,898,659.198 (meters)                     COMP
 DG5965  Z           -   4,071,056.975 (meters)                     COMP
 DG5965  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DG5965  ELLIP HEIGHT-         153.05  (meters)          (02/03/05) GPS OBS
 DG5965  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 DG5965
 DG5965  HORZ ORDER  -  FIRST
 DG5965  ELLP ORDER  -  FOURTH    CLASS II
 DG5965
 DG5965.The horizontal coordinates were established by GPS observations
 DG5965.and adjusted by the National Geodetic Survey in July 2004..
 DG5965
 DG5965.The orthometric height was determined by GPS observations and a
 DG5965.high-resolution geoid model.
 DG5965
 DG5965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5965
 DG5965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5965
 DG5965.The ellipsoidal height was determined by GPS observations
 DG5965.and is referenced to NAD 83.
 DG5965
 DG5965.The geoid height was determined by GEOID03.
 DG5965
 DG5965;                    North         East     Units Scale Factor Converg.
 DG5965;SPC IL W     -   360,825.890   691,386.756   MT  0.99994209   -0 03 52.7
 DG5965;SPC IL W     - 1,183,809.61  2,268,324.72   sFT  0.99994209   -0 03 52.7
 DG5965;UTM  15      - 4,422,168.777   733,549.013   MT  1.00027155   +1 45 15.3
 DG5965
 DG5965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5965!SPC IL W     -   0.99997599  x   0.99994209  =   0.99991808
 DG5965!UTM  15      -   0.99997599  x   1.00027155  =   1.00024753
 DG5965
 DG5965                          SUPERSEDED SURVEY CONTROL
 DG5965
 DG5965  ELLIP H (07/06/04)  153.06   (m)                       GP(       ) 3 2
 DG5965
 DG5965.Superseded values are not recommended for survey control.
 DG5965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5965.See file dsdata.txt to determine how the superseded data were derived.
 DG5965
 DG5965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3354922169(NAD 83)
 DG5965_MARKER: DD = SURVEY DISK
 DG5965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5965_STAMPING: CASS-3N16E
 DG5965_MARK LOGO: IL-017
 DG5965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5965+STABILITY: SURFACE MOTION
 DG5965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5965+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5965
 DG5965  HISTORY     - Date     Condition        Report By
 DG5965  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5965  HISTORY     - 20031103 GOOD             ILDT
 DG5965
 DG5965                          STATION DESCRIPTION
 DG5965
 DG5965'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5965'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5965'STATION IS LOCATED 3.6 MILES SOUTH WEST OF THE CENTER OF VIRGINIA. TO
 DG5965'REACH FROM THE  INTERSECTION OF ILLINOIS ROUTE 125 AND ILLINOIS ROUTE
 DG5965'78 AT THE NORTH EAST EDGE OF  VIRGINIA, GO SOUTH ON ILLINOIS ROUTE 78
 DG5965'FOR 2.67 MILES TO A CROSSROAD, GO WEST ON KNIGHT  ROAD FOR 2.72 MILES
 DG5965'TO T ROAD INTERSECTION, GO NORTH ON THOMPSON ROAD FOR 130' TO THE
 DG5965'STATION ON THE LEFT, 24.5' WEST OF CENTERLINE OF THOMPSON ROAD, 130'
 DG5965'NORTH OF PRJECTED  CENTERLINE OF KNIGHT ROAD, 16.5' NORTH EAST OF USGS
 DG5965'MONUMENT TT 1 JLS 1927, 117.5' NORTH  WEST OF A POWER POLE, 0.7' EAST
 DG5965'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5966 ***********************************************************************
 DG5966  DESIGNATION -  CASS 3N19E
 DG5966  PID         -  DG5966
 DG5966  STATE/COUNTY-  IL/CASS
 DG5966  USGS QUAD   -  VIRGINIA (1983)
 DG5966
 DG5966                         *CURRENT SURVEY CONTROL
 DG5966  ___________________________________________________________________
 DG5966* NAD 83(1997)-  39 55 00.02574(N)    090 12 58.01401(W)     ADJUSTED  
 DG5966* NAVD 88     -       189.8    (meters)     623.     (feet)  GPS OBS   
 DG5966  ___________________________________________________________________
 DG5966  X           -     -18,477.716 (meters)                     COMP
 DG5966  Y           -  -4,898,735.099 (meters)                     COMP
 DG5966  Z           -   4,070,994.530 (meters)                     COMP
 DG5966  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 DG5966  ELLIP HEIGHT-         157.00  (meters)          (02/03/05) GPS OBS
 DG5966  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DG5966
 DG5966  HORZ ORDER  -  FIRST
 DG5966  ELLP ORDER  -  FOURTH    CLASS II
 DG5966
 DG5966.The horizontal coordinates were established by GPS observations
 DG5966.and adjusted by the National Geodetic Survey in July 2004..
 DG5966
 DG5966.The orthometric height was determined by GPS observations and a
 DG5966.high-resolution geoid model.
 DG5966
 DG5966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5966
 DG5966.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5966
 DG5966.The ellipsoidal height was determined by GPS observations
 DG5966.and is referenced to NAD 83.
 DG5966
 DG5966.The geoid height was determined by GEOID03.
 DG5966
 DG5966;                    North         East     Units Scale Factor Converg.
 DG5966;SPC IL W     -   360,737.487   695,772.536   MT  0.99994140   -0 01 54.2
 DG5966;SPC IL W     - 1,183,519.57  2,282,713.73   sFT  0.99994140   -0 01 54.2
 DG5966;UTM  15      - 4,422,219.643   737,936.892   MT  1.00029702   +1 47 13.8
 DG5966
 DG5966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5966!SPC IL W     -   0.99997537  x   0.99994140  =   0.99991677
 DG5966!UTM  15      -   0.99997537  x   1.00029702  =   1.00027238
 DG5966
 DG5966                          SUPERSEDED SURVEY CONTROL
 DG5966
 DG5966  ELLIP H (07/06/04)  157.01   (m)                       GP(       ) 3 2
 DG5966
 DG5966.Superseded values are not recommended for survey control.
 DG5966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5966.See file dsdata.txt to determine how the superseded data were derived.
 DG5966
 DG5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3793722220(NAD 83)
 DG5966_MARKER: DD = SURVEY DISK
 DG5966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5966_STAMPING: CASS-3N19E
 DG5966_MARK LOGO: IL-017
 DG5966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5966+STABILITY: SURFACE MOTION
 DG5966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5966+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5966
 DG5966  HISTORY     - Date     Condition        Report By
 DG5966  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5966  HISTORY     - 20031103 GOOD             ILDT
 DG5966
 DG5966                          STATION DESCRIPTION
 DG5966
 DG5966'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5966'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5966'STATION IS LOCATED 2.4 MILES SOUTH OF THE CENTER OF VIRGINIA. TO REACH
 DG5966'FROM THE INTERSECTION OF ILLINOIS ROUTE 125 AND ILLINOIS ROUTE 78 AT
 DG5966'THE NORTH  EAST EDGE OF VIRGINIA, GO SOUTH ON ILLINOIS ROUTE 78 FOR
 DG5966'2.67 MILES TO THE STATION ON THE  RIGHT, IN THE SOUTH WEST QUAD OF
 DG5966'INTERSECTION OF ILLINOIS ROUTE 78 AND KNIGHT  ROAD/JOKISH LANE, 56.6'
 DG5966'WEST OF CENTERLINE ILLINOIS ROUTE 78, 28.2' SOUTH OF CENTERLINE OF
 DG5966'KNIGHT ROAD, 29.9' NORTH WEST OF A POWER POLE, 47.0' SOUTH WEST OF A
 DG5966'POWER POLE, 0.8'  NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5968 ***********************************************************************
 DG5968  DESIGNATION -  CASS 3N22E
 DG5968  PID         -  DG5968
 DG5968  STATE/COUNTY-  IL/CASS
 DG5968  USGS QUAD   -  VIRGINIA (1983)
 DG5968
 DG5968                         *CURRENT SURVEY CONTROL
 DG5968  ___________________________________________________________________
 DG5968* NAD 83(1997)-  39 54 59.85154(N)    090 09 50.46671(W)     ADJUSTED  
 DG5968* NAVD 88     -       188.4    (meters)     618.     (feet)  GPS OBS   
 DG5968  ___________________________________________________________________
 DG5968  X           -     -14,023.517 (meters)                     COMP
 DG5968  Y           -  -4,898,752.249 (meters)                     COMP
 DG5968  Z           -   4,070,989.511 (meters)                     COMP
 DG5968  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DG5968  ELLIP HEIGHT-         155.60  (meters)          (02/03/05) GPS OBS
 DG5968  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DG5968
 DG5968  HORZ ORDER  -  FIRST
 DG5968  ELLP ORDER  -  FOURTH    CLASS II
 DG5968
 DG5968.The horizontal coordinates were established by GPS observations
 DG5968.and adjusted by the National Geodetic Survey in July 2004..
 DG5968
 DG5968.The orthometric height was determined by GPS observations and a
 DG5968.high-resolution geoid model.
 DG5968
 DG5968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5968
 DG5968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5968
 DG5968.The ellipsoidal height was determined by GPS observations
 DG5968.and is referenced to NAD 83.
 DG5968
 DG5968.The geoid height was determined by GEOID03.
 DG5968
 DG5968;                    North         East     Units Scale Factor Converg.
 DG5968;SPC IL W     -   360,730.947   700,226.396   MT  0.99994118   +0 00 06.1
 DG5968;SPC IL W     - 1,183,498.12  2,297,326.10   sFT  0.99994118   +0 00 06.1
 DG5968;UTM  15      - 4,422,354.526   742,390.357   MT  1.00032336   +1 49 14.4
 DG5968
 DG5968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5968!SPC IL W     -   0.99997559  x   0.99994118  =   0.99991677
 DG5968!UTM  15      -   0.99997559  x   1.00032336  =   1.00029894
 DG5968
 DG5968                          SUPERSEDED SURVEY CONTROL
 DG5968
 DG5968  ELLIP H (07/06/04)  155.61   (m)                       GP(       ) 3 2
 DG5968
 DG5968.Superseded values are not recommended for survey control.
 DG5968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5968.See file dsdata.txt to determine how the superseded data were derived.
 DG5968
 DG5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE4239022355(NAD 83)
 DG5968_MARKER: DD = SURVEY DISK
 DG5968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5968_STAMPING: CASS-3N22E
 DG5968_MARK LOGO: IL-017
 DG5968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5968+STABILITY: SURFACE MOTION
 DG5968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5968+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5968
 DG5968  HISTORY     - Date     Condition        Report By
 DG5968  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5968  HISTORY     - 20031103 GOOD             ILDT
 DG5968
 DG5968                          STATION DESCRIPTION
 DG5968
 DG5968'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5968'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5968'STATION IS LOCATED 3.4 MILES SOUTH EAST OF THE CENTER OF VIRGINIA. TO
 DG5968'REACH FROM INTERSECTION OF ILLINOIS ROUTE 125 AND ELEVATOR ROAD AT THE
 DG5968'WEST EDGE OF  PHILADELPHIA, GO NORTH WEST ON ILLINOIS ROUTE 125 FOR
 DG5968'2.5 MILES TO  A CROSSROAD, GO SOUTH  ON BURLINGAME ROAD FOR 1.15 MILES
 DG5968'TO STATION ON THE LEFT, 21.5' EAST OF CENTERLINE OF  BURLINGAME ROAD,
 DG5968'43.5' SOUTH EAST OF A POWER POLE, 45.0' NORTH EAST OF A GUY POLE,
 DG5968'33.2'  SOUTH OF A FIELD ENTRANCE, 1.2' EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5970 ***********************************************************************
 DG5970  DESIGNATION -  CASS 3N25E
 DG5970  PID         -  DG5970
 DG5970  STATE/COUNTY-  IL/CASS
 DG5970  USGS QUAD   -  ASHLAND (1983)
 DG5970
 DG5970                         *CURRENT SURVEY CONTROL
 DG5970  ___________________________________________________________________
 DG5970* NAD 83(1997)-  39 55 20.49317(N)    090 06 44.70761(W)     ADJUSTED  
 DG5970* NAVD 88     -       190.2    (meters)     624.     (feet)  GPS OBS   
 DG5970  ___________________________________________________________________
 DG5970  X           -      -9,610.968 (meters)                     COMP
 DG5970  Y           -  -4,898,355.763 (meters)                     COMP
 DG5970  Z           -   4,071,478.979 (meters)                     COMP
 DG5970  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DG5970  ELLIP HEIGHT-         157.45  (meters)          (02/03/05) GPS OBS
 DG5970  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DG5970
 DG5970  HORZ ORDER  -  FIRST
 DG5970  ELLP ORDER  -  FOURTH    CLASS II
 DG5970
 DG5970.The horizontal coordinates were established by GPS observations
 DG5970.and adjusted by the National Geodetic Survey in July 2004..
 DG5970
 DG5970.The orthometric height was determined by GPS observations and a
 DG5970.high-resolution geoid model.
 DG5970
 DG5970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5970
 DG5970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5970
 DG5970.The ellipsoidal height was determined by GPS observations
 DG5970.and is referenced to NAD 83.
 DG5970
 DG5970.The geoid height was determined by GEOID03.
 DG5970
 DG5970;                    North         East     Units Scale Factor Converg.
 DG5970;SPC IL W     -   361,368.955   704,637.406   MT  0.99994144   +0 02 05.3
 DG5970;SPC IL W     - 1,185,591.31  2,311,797.89   sFT  0.99994144   +0 02 05.3
 DG5970;UTM  15      - 4,423,132.542   746,780.626   MT  1.00034981   +1 51 14.5
 DG5970
 DG5970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5970!SPC IL W     -   0.99997530  x   0.99994144  =   0.99991674
 DG5970!UTM  15      -   0.99997530  x   1.00034981  =   1.00032510
 DG5970
 DG5970                          SUPERSEDED SURVEY CONTROL
 DG5970
 DG5970  ELLIP H (07/06/04)  157.47   (m)                       GP(       ) 3 2
 DG5970
 DG5970.Superseded values are not recommended for survey control.
 DG5970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5970.See file dsdata.txt to determine how the superseded data were derived.
 DG5970
 DG5970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE4678123133(NAD 83)
 DG5970_MARKER: DD = SURVEY DISK
 DG5970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5970_STAMPING: CASS-0N25E
 DG5970_MARK LOGO: IL-017
 DG5970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5970+STABILITY: SURFACE MOTION
 DG5970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5970+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5970
 DG5970  HISTORY     - Date     Condition        Report By
 DG5970  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5970  HISTORY     - 20031103 GOOD             ILDT
 DG5970
 DG5970                          STATION DESCRIPTION
 DG5970
 DG5970'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5970'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5970'STATION IS LOCATED AT THE EAST EDGE OF PHILADELPHIA. TO REACH FROM
 DG5970'INTERSECTION OF ILLINOIS ROUTE 125 AND ILLINOIS ROUTE 123 AT THE NORTH
 DG5970'EAST  SIDE OF ASHLAND, GO NORTH WEST ON ILLINOIS ROUTE 125 FOR 7.2
 DG5970'MILES TO T ROAD NORTH AND  THE STATION ON THE RIGHT, THE STATION IS IN
 DG5970'THE NORTH WEST QUAD OF INTERSECTION OF  ILLINOIS ROUTE 125 AND
 DG5970'PHILADELPHIA ROAD, 72.3' NORTH OF ILLINOIS ROUTE 125, 34.0' WEST OF
 DG5970'PHILADELPHIA ROAD, 82.5' SOUTH OF POWER POLE, 1.0' EAST OF A WITNESS
 DG5970'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5972 ***********************************************************************
 DG5972  DESIGNATION -  CASS 3N28E
 DG5972  PID         -  DG5972
 DG5972  STATE/COUNTY-  IL/CASS
 DG5972  USGS QUAD   -  ASHLAND (1983)
 DG5972
 DG5972                         *CURRENT SURVEY CONTROL
 DG5972  ___________________________________________________________________
 DG5972* NAD 83(1997)-  39 54 58.26664(N)    090 03 02.28415(W)     ADJUSTED  
 DG5972* NAVD 88     -       194.3    (meters)     637.     (feet)  GPS OBS   
 DG5972  ___________________________________________________________________
 DG5972  X           -      -4,329.265 (meters)                     COMP
 DG5972  Y           -  -4,898,806.385 (meters)                     COMP
 DG5972  Z           -   4,070,955.875 (meters)                     COMP
 DG5972  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DG5972  ELLIP HEIGHT-         161.61  (meters)          (02/03/05) GPS OBS
 DG5972  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 DG5972
 DG5972  HORZ ORDER  -  FIRST
 DG5972  ELLP ORDER  -  FOURTH    CLASS II
 DG5972
 DG5972.The horizontal coordinates were established by GPS observations
 DG5972.and adjusted by the National Geodetic Survey in July 2004..
 DG5972
 DG5972.The orthometric height was determined by GPS observations and a
 DG5972.high-resolution geoid model.
 DG5972
 DG5972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5972
 DG5972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5972
 DG5972.The ellipsoidal height was determined by GPS observations
 DG5972.and is referenced to NAD 83.
 DG5972
 DG5972.The geoid height was determined by GEOID03.
 DG5972
 DG5972;                    North         East     Units Scale Factor Converg.
 DG5972;SPC IL W     -   360,688.510   709,919.957   MT  0.99994239   +0 04 28.0
 DG5972;SPC IL W     - 1,183,358.89  2,329,129.06   sFT  0.99994239   +0 04 28.0
 DG5972;UTM  15      - 4,422,619.915   752,084.364   MT  1.00038239   +1 53 36.6
 DG5972;UTM  16      - 4,422,911.036   239,258.672   MT  1.00043705   -1 57 30.9
 DG5972
 DG5972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5972!SPC IL W     -   0.99997465  x   0.99994239  =   0.99991704
 DG5972!UTM  15      -   0.99997465  x   1.00038239  =   1.00035703
 DG5972!UTM  16      -   0.99997465  x   1.00043705  =   1.00041169
 DG5972
 DG5972                          SUPERSEDED SURVEY CONTROL
 DG5972
 DG5972  ELLIP H (07/06/04)  161.63   (m)                       GP(       ) 3 2
 DG5972
 DG5972.Superseded values are not recommended for survey control.
 DG5972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5972.See file dsdata.txt to determine how the superseded data were derived.
 DG5972
 DG5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE5208422620(NAD 83)
 DG5972_MARKER: DD = SURVEY DISK
 DG5972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5972_STAMPING: CASS-3N28E
 DG5972_MARK LOGO: IL-017
 DG5972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5972+STABILITY: SURFACE MOTION
 DG5972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5972+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5972
 DG5972  HISTORY     - Date     Condition        Report By
 DG5972  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5972  HISTORY     - 20031103 GOOD             ILDT
 DG5972
 DG5972                          STATION DESCRIPTION
 DG5972
 DG5972'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5972'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5972'STATION IS LOCATED 2.9 MILES  NORTH WEST OF THE CENTER OF ASHLAND. TO
 DG5972'REACH FROM INTERSECTION OF ILLINOIS ROUTE 125 AND ILLINOIS ROUTE 123
 DG5972'AT THE NORTH EAST  SIDE OF ASHLAND, GO NORTH WEST ON ILLINOIS ROUTE
 DG5972'125 FOR 2.8 MILES TO A CROSSROAD, GO  NORTH ON NEWMANSVILLE ROAD FOR
 DG5972'1.2 MILES TO T ROAD EAST AND THE STATION ON THE RIGHT,  THE STATION IS
 DG5972'IN THE SOUTH EAST QUAD OF INTERSECTION OF NEWMANSVILLE ROAD AND
 DG5972'SPRADLIN LANE, 30.4' EAST OF CENTERLINE OF NEWMANSVILLE ROAD, 39.5'
 DG5972'SOUTH OF SPADLIN LANE,  30.2' SOUTH WEST OF A POWER POLE, 1.6' WEST OF
 DG5972'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5959 ***********************************************************************
 DG5959  DESIGNATION -  CASS 3N6E
 DG5959  PID         -  DG5959
 DG5959  STATE/COUNTY-  IL/CASS
 DG5959  USGS QUAD   -  ARENZVILLE WEST (1983)
 DG5959
 DG5959                         *CURRENT SURVEY CONTROL
 DG5959  ___________________________________________________________________
 DG5959* NAD 83(1997)-  39 55 10.76669(N)    090 27 40.82107(W)     ADJUSTED  
 DG5959* NAVD 88     -       138.0    (meters)     453.     (feet)  GPS OBS   
 DG5959  ___________________________________________________________________
 DG5959  X           -     -39,441.887 (meters)                     COMP
 DG5959  Y           -  -4,898,358.752 (meters)                     COMP
 DG5959  Z           -   4,071,215.296 (meters)                     COMP
 DG5959  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 DG5959  ELLIP HEIGHT-         105.08  (meters)          (02/03/05) GPS OBS
 DG5959  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DG5959
 DG5959  HORZ ORDER  -  FIRST
 DG5959  ELLP ORDER  -  FOURTH    CLASS II
 DG5959
 DG5959.The horizontal coordinates were established by GPS observations
 DG5959.and adjusted by the National Geodetic Survey in July 2004..
 DG5959
 DG5959.The orthometric height was determined by GPS observations and a
 DG5959.high-resolution geoid model.
 DG5959
 DG5959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5959
 DG5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5959
 DG5959.The ellipsoidal height was determined by GPS observations
 DG5959.and is referenced to NAD 83.
 DG5959
 DG5959.The geoid height was determined by GEOID03.
 DG5959
 DG5959;                    North         East     Units Scale Factor Converg.
 DG5959;SPC IL W     -   361,109.145   674,808.773   MT  0.99994899   -0 11 20.7
 DG5959;SPC IL W     - 1,184,738.92  2,213,935.12   sFT  0.99994899   -0 11 20.7
 DG5959;UTM  15      - 4,421,925.640   716,965.749   MT  1.00017956   +1 37 47.0
 DG5959
 DG5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5959!SPC IL W     -   0.99998352  x   0.99994899  =   0.99993251
 DG5959!UTM  15      -   0.99998352  x   1.00017956  =   1.00016307
 DG5959
 DG5959                          SUPERSEDED SURVEY CONTROL
 DG5959
 DG5959  ELLIP H (07/06/04)  105.10   (m)                       GP(       ) 3 2
 DG5959
 DG5959.Superseded values are not recommended for survey control.
 DG5959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5959.See file dsdata.txt to determine how the superseded data were derived.
 DG5959
 DG5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1696621926(NAD 83)
 DG5959_MARKER: DD = SURVEY DISK
 DG5959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5959_STAMPING: CASS-3N6E
 DG5959_MARK LOGO: IL-017
 DG5959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5959+STABILITY: SURFACE MOTION
 DG5959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5959+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG5959
 DG5959  HISTORY     - Date     Condition        Report By
 DG5959  HISTORY     - 20031103 MONUMENTED       ILDT
 DG5959  HISTORY     - 20031103 GOOD             ILDT
 DG5959
 DG5959                          STATION DESCRIPTION
 DG5959
 DG5959'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5959'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5959'STATION IS LOCATED 5.9 MILES NORTH EAST OF THE CENTER OF MEREDOSIA. TO
 DG5959'REACH FROM MORGAN/CASS COUNTY LINE AND US 67, GO NORTH ON US 67 FOR
 DG5959'4.75 MILES TO  CROSSROAD, GO EAST ON NORTH HAGNER/LOCK ROAD FOR 1.45
 DG5959'TO T ROAD, GO SOUTH ON WEST  HAGNER ROAD FOR 1.5 MILES TO STATION ON
 DG5959'THE LEFT. 21.0' EAST OF CENTERLINE OF WEST HAGNER  ROAD, 44.0' NORTH
 DG5959'OF CENTERLINE OF SOUTH HAGNER ROAD, 48.1' EAST NORTH EAST OF A POWER
 DG5959'POLE, 60.8' NORTH EAST OF A FENCE CORNER, 65.8' NORTH OF A FENCE
 DG5959'CORNER, 1.0' WEST OF A  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5981 ***********************************************************************
 DG5981  DESIGNATION -  CASS 4N31E
 DG5981  PID         -  DG5981
 DG5981  STATE/COUNTY-  IL/CASS
 DG5981  USGS QUAD   -  TALLULA (1971)
 DG5981
 DG5981                         *CURRENT SURVEY CONTROL
 DG5981  ___________________________________________________________________
 DG5981* NAD 83(1997)-  39 55 51.58175(N)    089 59 40.30956(W)     ADJUSTED  
 DG5981* NAVD 88     -       194.5    (meters)     638.     (feet)  GPS OBS   
 DG5981  ___________________________________________________________________
 DG5981  X           -         467.549 (meters)                     COMP
 DG5981  Y           -  -4,897,753.138 (meters)                     COMP
 DG5981  Z           -   4,072,217.139 (meters)                     COMP
 DG5981  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DG5981  ELLIP HEIGHT-         161.86  (meters)          (02/03/05) GPS OBS
 DG5981  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DG5981
 DG5981  HORZ ORDER  -  FIRST
 DG5981  ELLP ORDER  -  FOURTH    CLASS II
 DG5981
 DG5981.The horizontal coordinates were established by GPS observations
 DG5981.and adjusted by the National Geodetic Survey in July 2004..
 DG5981
 DG5981.The orthometric height was determined by GPS observations and a
 DG5981.high-resolution geoid model.
 DG5981
 DG5981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5981
 DG5981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5981
 DG5981.The ellipsoidal height was determined by GPS observations
 DG5981.and is referenced to NAD 83.
 DG5981
 DG5981.The geoid height was determined by GEOID03.
 DG5981
 DG5981;                    North         East     Units Scale Factor Converg.
 DG5981;SPC IL W     -   362,340.528   714,713.301   MT  0.99994384   +0 06 37.8
 DG5981;SPC IL W     - 1,188,778.88  2,344,855.22   sFT  0.99994384   +0 06 37.8
 DG5981;UTM  16      - 4,424,392.650   244,109.933   MT  1.00040619   -1 55 23.2
 DG5981;UTM  15      - 4,424,424.100   756,824.995   MT  1.00041209   +1 55 48.6
 DG5981
 DG5981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5981!SPC IL W     -   0.99997461  x   0.99994384  =   0.99991845
 DG5981!UTM  16      -   0.99997461  x   1.00040619  =   1.00038079
 DG5981!UTM  15      -   0.99997461  x   1.00041209  =   1.00038669
 DG5981
 DG5981                          SUPERSEDED SURVEY CONTROL
 DG5981
 DG5981  ELLIP H (07/06/04)  161.88   (m)                       GP(       ) 3 2
 DG5981
 DG5981.Superseded values are not recommended for survey control.
 DG5981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5981.See file dsdata.txt to determine how the superseded data were derived.
 DG5981
 DG5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK4411024393(NAD 83)
 DG5981_MARKER: DD = SURVEY DISK
 DG5981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5981_STAMPING: CASS-4N31E
 DG5981_MARK LOGO: IL-017
 DG5981_PROJECTION: FLUSH
 DG5981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5981+STABILITY: SURFACE MOTION
 DG5981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5981+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5981
 DG5981  HISTORY     - Date     Condition        Report By
 DG5981  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5981  HISTORY     - 20031104 GOOD             ILDT
 DG5981
 DG5981                          STATION DESCRIPTION
 DG5981
 DG5981'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5981'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5981'STATION IS LOCATED 3.0 MILES NORTH FROM THE CENTER OF ASHLAND. TO
 DG5981'REACH FROM THE JUNTION OF IL-125 AND IL-123 AT THE NORTHEAST EDGE OF
 DG5981'ASHLAND, HEAD  SOUTHEAST ON IL-125 0.35 MILES TO A CROSSROAD
 DG5981'(COUNTYLINE RD.), TURN LEFT AND HEAD NORTH  2.8 MILES TO THE STATION
 DG5981'ON THE RIGHT, AND A T-RD WEST (CENTINARY RD.). 27.5' EAST FROM THE
 DG5981'CENTERLINE OF COUNTY LINE RD, 16.0. SOUTHEAST FROM A GUYPOLE, 4.1'
 DG5981'NORTHEAST OF A FENCE  POST, 1.0' WEST OF  4 REBAR, 3,8' EAST OF A
 DG5981'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5973 ***********************************************************************
 DG5973  DESIGNATION -  CASS 4N3E
 DG5973  PID         -  DG5973
 DG5973  STATE/COUNTY-  IL/CASS
 DG5973  USGS QUAD   -  COOPERSTOWN (1980)
 DG5973
 DG5973                         *CURRENT SURVEY CONTROL
 DG5973  ___________________________________________________________________
 DG5973* NAD 83(1997)-  39 56 20.24410(N)    090 31 33.50634(W)     ADJUSTED  
 DG5973* NAVD 88     -       130.2    (meters)     427.     (feet)  GPS OBS   
 DG5973  ___________________________________________________________________
 DG5973  X           -     -44,954.970 (meters)                     COMP
 DG5973  Y           -  -4,896,929.817 (meters)                     COMP
 DG5973  Z           -   4,072,853.542 (meters)                     COMP
 DG5973  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 DG5973  ELLIP HEIGHT-          97.28  (meters)          (02/03/05) GPS OBS
 DG5973  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 DG5973
 DG5973  HORZ ORDER  -  FIRST
 DG5973  ELLP ORDER  -  FOURTH    CLASS II
 DG5973
 DG5973.The horizontal coordinates were established by GPS observations
 DG5973.and adjusted by the National Geodetic Survey in July 2004..
 DG5973
 DG5973.The orthometric height was determined by GPS observations and a
 DG5973.high-resolution geoid model.
 DG5973
 DG5973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5973
 DG5973.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5973
 DG5973.The ellipsoidal height was determined by GPS observations
 DG5973.and is referenced to NAD 83.
 DG5973
 DG5973.The geoid height was determined by GEOID03.
 DG5973
 DG5973;                    North         East     Units Scale Factor Converg.
 DG5973;SPC IL W     -   363,272.125   669,291.829   MT  0.99995278   -0 13 50.4
 DG5973;SPC IL W     - 1,191,835.30  2,195,834.94   sFT  0.99995278   -0 13 50.4
 DG5973;UTM  15      - 4,423,912.820   711,381.727   MT  1.00015011   +1 35 19.8
 DG5973
 DG5973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5973!SPC IL W     -   0.99998474  x   0.99995278  =   0.99993752
 DG5973!UTM  15      -   0.99998474  x   1.00015011  =   1.00013485
 DG5973
 DG5973                          SUPERSEDED SURVEY CONTROL
 DG5973
 DG5973  ELLIP H (07/06/04)   97.30   (m)                       GP(       ) 3 2
 DG5973
 DG5973.Superseded values are not recommended for survey control.
 DG5973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5973.See file dsdata.txt to determine how the superseded data were derived.
 DG5973
 DG5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1138223913(NAD 83)
 DG5973_MARKER: DD = SURVEY DISK
 DG5973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5973_STAMPING: CASS-4N3E
 DG5973_MARK LOGO: IL-017
 DG5973_PROJECTION: FLUSH
 DG5973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5973+STABILITY: SURFACE MOTION
 DG5973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5973+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5973
 DG5973  HISTORY     - Date     Condition        Report By
 DG5973  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5973  HISTORY     - 20031104 GOOD             ILDT
 DG5973
 DG5973                          STATION DESCRIPTION
 DG5973
 DG5973'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5973'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5973'STATION IS LOCATED 7.4 MILES SOUTH WEST OF THE CENTER OF BEARDSTOWN.
 DG5973'TO REACH FROM MORGAN/CASS COUNTY LINE AND US 67, GO NORTH ON US 67 FOR
 DG5973'4.75 MILES TO  CROSSROAD, GO WEST ON N HAGNER/LOCK ROAD FOR 2.04 MILES
 DG5973'TO THE STATION ON THE RIGHT,  0.11 MILES EAST OF ISLAND ROAD AND LOCK
 DG5973'ROAD INTERSECTION. 22.5' NORTH OF CENTERLINE OF  LOCK ROAD, 117.8'
 DG5973'EAST OF A POWER POLE, 57.4' WEST OF A POWER POLE, 1.0' SOUTH OF A
 DG5973'WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5974 ***********************************************************************
 DG5974  DESIGNATION -  CASS 6N10E
 DG5974  PID         -  DG5974
 DG5974  STATE/COUNTY-  IL/CASS
 DG5974  USGS QUAD   -  ARENZVILLE WEST (1983)
 DG5974
 DG5974                         *CURRENT SURVEY CONTROL
 DG5974  ___________________________________________________________________
 DG5974* NAD 83(1997)-  39 57 43.53414(N)    090 23 28.95646(W)     ADJUSTED  
 DG5974* NAVD 88     -       141.5    (meters)     464.     (feet)  GPS OBS   
 DG5974  ___________________________________________________________________
 DG5974  X           -     -33,439.956 (meters)                     COMP
 DG5974  Y           -  -4,895,381.028 (meters)                     COMP
 DG5974  Z           -   4,074,830.131 (meters)                     COMP
 DG5974  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DG5974  ELLIP HEIGHT-         108.57  (meters)          (02/03/05) GPS OBS
 DG5974  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DG5974
 DG5974  HORZ ORDER  -  FIRST
 DG5974  ELLP ORDER  -  FOURTH    CLASS II
 DG5974
 DG5974.The horizontal coordinates were established by GPS observations
 DG5974.and adjusted by the National Geodetic Survey in July 2004..
 DG5974
 DG5974.The orthometric height was determined by GPS observations and a
 DG5974.high-resolution geoid model.
 DG5974
 DG5974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5974
 DG5974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5974
 DG5974.The ellipsoidal height was determined by GPS observations
 DG5974.and is referenced to NAD 83.
 DG5974
 DG5974.The geoid height was determined by GEOID03.
 DG5974
 DG5974;                    North         East     Units Scale Factor Converg.
 DG5974;SPC IL W     -   365,803.229   680,801.650   MT  0.99994571   -0 08 39.6
 DG5974;SPC IL W     - 1,200,139.43  2,233,596.75   sFT  0.99994571   -0 08 39.6
 DG5974;UTM  15      - 4,426,808.864   722,807.999   MT  1.00021119   +1 40 34.2
 DG5974
 DG5974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5974!SPC IL W     -   0.99998297  x   0.99994571  =   0.99992868
 DG5974!UTM  15      -   0.99998297  x   1.00021119  =   1.00019415
 DG5974
 DG5974                          SUPERSEDED SURVEY CONTROL
 DG5974
 DG5974  ELLIP H (07/06/04)  108.58   (m)                       GP(       ) 3 2
 DG5974
 DG5974.Superseded values are not recommended for survey control.
 DG5974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5974.See file dsdata.txt to determine how the superseded data were derived.
 DG5974
 DG5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE2280826809(NAD 83)
 DG5974_MARKER: DD = SURVEY DISK
 DG5974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5974_STAMPING: CASS-6N10E
 DG5974_MARK LOGO: IL-017
 DG5974_PROJECTION: FLUSH
 DG5974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5974+STABILITY: SURFACE MOTION
 DG5974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5974+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5974
 DG5974  HISTORY     - Date     Condition        Report By
 DG5974  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5974  HISTORY     - 20031104 GOOD             ILDT
 DG5974
 DG5974                          STATION DESCRIPTION
 DG5974
 DG5974'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5974'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5974'STATION IS LOCATED 4.2 MILES SOUTHEAST OF THE CENTER OF BEARDSTOWN. TO
 DG5974'REACH FROM THE INTERSECTION OF US-67/IL-100 AND IL-125 AT THE
 DG5974'SOUTHWEST EDGE OF  BEARDSTOWN, GO SOUTHEAST ON IL-125 1.8 MILES TO A
 DG5974'T-RD SOUTH (ARENZVILLE RD.), TURN RIGHT AND HEAD SOUTH 2.95 MILES TO
 DG5974'THE STATION ON THE RIGHT.  35.0'  WEST FROM THE CENTERLINE OF
 DG5974'ARENZVILLE RD., 46.7' SOUTH FROM THE SOUTHWEST HEADWALL  CORNER OF A
 DG5974'BOX CULVERT, 14.0' NORTH FROM THE CENTER OF A FIELD ENTRANCE, 1.0'
 DG5974'NORTH OF  4  REBAR, 1.0' EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5975 ***********************************************************************
 DG5975  DESIGNATION -  CASS 6N13E
 DG5975  PID         -  DG5975
 DG5975  STATE/COUNTY-  IL/CASS
 DG5975  USGS QUAD   -  ARENZVILLE EAST (1983)
 DG5975
 DG5975                         *CURRENT SURVEY CONTROL
 DG5975  ___________________________________________________________________
 DG5975* NAD 83(1997)-  39 57 41.67637(N)    090 19 47.06137(W)     ADJUSTED  
 DG5975* NAVD 88     -       185.2    (meters)     608.     (feet)  GPS OBS   
 DG5975  ___________________________________________________________________
 DG5975  X           -     -28,174.000 (meters)                     COMP
 DG5975  Y           -  -4,895,484.450 (meters)                     COMP
 DG5975  Z           -   4,074,814.267 (meters)                     COMP
 DG5975  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DG5975  ELLIP HEIGHT-         152.25  (meters)          (02/03/05) GPS OBS
 DG5975  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 DG5975
 DG5975  HORZ ORDER  -  FIRST
 DG5975  ELLP ORDER  -  FOURTH    CLASS II
 DG5975
 DG5975.The horizontal coordinates were established by GPS observations
 DG5975.and adjusted by the National Geodetic Survey in July 2004..
 DG5975
 DG5975.The orthometric height was determined by GPS observations and a
 DG5975.high-resolution geoid model.
 DG5975
 DG5975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5975
 DG5975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5975
 DG5975.The ellipsoidal height was determined by GPS observations
 DG5975.and is referenced to NAD 83.
 DG5975
 DG5975.The geoid height was determined by GEOID03.
 DG5975
 DG5975;                    North         East     Units Scale Factor Converg.
 DG5975;SPC IL W     -   365,734.488   686,067.616   MT  0.99994357   -0 06 17.1
 DG5975;SPC IL W     - 1,199,913.90  2,250,873.50   sFT  0.99994357   -0 06 17.1
 DG5975;UTM  15      - 4,426,907.476   728,074.971   MT  1.00024043   +1 42 56.8
 DG5975
 DG5975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5975!SPC IL W     -   0.99997612  x   0.99994357  =   0.99991969
 DG5975!UTM  15      -   0.99997612  x   1.00024043  =   1.00021654
 DG5975
 DG5975                          SUPERSEDED SURVEY CONTROL
 DG5975
 DG5975  ELLIP H (07/06/04)  152.26   (m)                       GP(       ) 3 2
 DG5975
 DG5975.Superseded values are not recommended for survey control.
 DG5975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5975.See file dsdata.txt to determine how the superseded data were derived.
 DG5975
 DG5975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE2807526907(NAD 83)
 DG5975_MARKER: DD = SURVEY DISK
 DG5975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5975_STAMPING: CASS-6N13E
 DG5975_MARK LOGO: IL-017
 DG5975_PROJECTION: FLUSH
 DG5975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5975+STABILITY: SURFACE MOTION
 DG5975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5975+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5975
 DG5975  HISTORY     - Date     Condition        Report By
 DG5975  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5975  HISTORY     - 20031104 GOOD             ILDT
 DG5975
 DG5975                          STATION DESCRIPTION
 DG5975
 DG5975'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5975'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5975'STATION IS LOCATED 2.0 MILES SOUTH EAST FROM THE CENTER OF BLUFF
 DG5975'SPRINGS. TO REACH  FROM THE ELEVATOR AND THE POST OFFICE IN BLUFF
 DG5975'SPRINGS, GO SOUTH ON BLUFF SPRINGS RD  1.94 MILES TO A T-RD EAST (
 DG5975'ORCHARD RD.), TURN LEFT (EAST) AND CONTINUE 2.56 MILES TO STATION  ON
 DG5975'THE RIGHT, 25.5' SOUTH FROM CENTERLINE OF ORCHARD RD., 25.0' WEST OF
 DG5975'CENTERLINE OF  ROCK DRIVE, 13.8' WEST  OF WOODED FENCE POST, 1.0' WEST
 DG5975'OF  4 REBAR, 1.0' NORTH OF WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5988 ***********************************************************************
 DG5988  DESIGNATION -  CASS 6N15E
 DG5988  PID         -  DG5988
 DG5988  STATE/COUNTY-  IL/CASS
 DG5988  USGS QUAD   -  ARENZVILLE EAST (1983)
 DG5988
 DG5988                         *CURRENT SURVEY CONTROL
 DG5988  ___________________________________________________________________
 DG5988* NAD 83(1997)-  39 57 26.91748(N)    090 17 08.49285(W)     ADJUSTED  
 DG5988* NAVD 88     -       190.1    (meters)     624.     (feet)  GPS OBS   
 DG5988  ___________________________________________________________________
 DG5988  X           -     -24,412.007 (meters)                     COMP
 DG5988  Y           -  -4,895,800.852 (meters)                     COMP
 DG5988  Z           -   4,074,468.557 (meters)                     COMP
 DG5988  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DG5988  ELLIP HEIGHT-         157.25  (meters)          (02/03/05) GPS OBS
 DG5988  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 DG5988
 DG5988  HORZ ORDER  -  FIRST
 DG5988  ELLP ORDER  -  FOURTH    CLASS II
 DG5988
 DG5988.The horizontal coordinates were established by GPS observations
 DG5988.and adjusted by the National Geodetic Survey in July 2004..
 DG5988
 DG5988.The orthometric height was determined by GPS observations and a
 DG5988.high-resolution geoid model.
 DG5988
 DG5988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5988
 DG5988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5988
 DG5988.The ellipsoidal height was determined by GPS observations
 DG5988.and is referenced to NAD 83.
 DG5988
 DG5988.The geoid height was determined by GEOID03.
 DG5988
 DG5988;                    North         East     Units Scale Factor Converg.
 DG5988;SPC IL W     -   365,273.360   689,830.224   MT  0.99994245   -0 04 35.2
 DG5988;SPC IL W     - 1,198,401.02  2,263,217.99   sFT  0.99994245   -0 04 35.2
 DG5988;UTM  15      - 4,426,566.005   731,851.492   MT  1.00026182   +1 44 38.2
 DG5988
 DG5988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5988!SPC IL W     -   0.99997533  x   0.99994245  =   0.99991778
 DG5988!UTM  15      -   0.99997533  x   1.00026182  =   1.00023714
 DG5988
 DG5988                          SUPERSEDED SURVEY CONTROL
 DG5988
 DG5988  ELLIP H (07/06/04)  157.26   (m)                       GP(       ) 3 2
 DG5988
 DG5988.Superseded values are not recommended for survey control.
 DG5988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5988.See file dsdata.txt to determine how the superseded data were derived.
 DG5988
 DG5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3185126566(NAD 83)
 DG5988_MARKER: DD = SURVEY DISK
 DG5988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5988_STAMPING: CASS-6N15E
 DG5988_MARK LOGO: IL-017
 DG5988_PROJECTION: FLUSH
 DG5988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5988+STABILITY: SURFACE MOTION
 DG5988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5988+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5988
 DG5988  HISTORY     - Date     Condition        Report By
 DG5988  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5988  HISTORY     - 20031104 GOOD             ILDT
 DG5988
 DG5988                          STATION DESCRIPTION
 DG5988
 DG5988'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5988'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) TO
 DG5988'REACH FROM IL-125 AND SWEATMAN RD.( EAST OF BLUFF SPRINGS), GO SOUTH
 DG5988'ON SWEATMAN RD.  0.97 MILES TO A CURVE RT.( WEST) ON ORCHARD RD.,
 DG5988'CONTINUE WEST 0.07 MILES TO THE STATION  ONT THE LEFT.  +  294' EAST
 DG5988'OF PE., 27.0' SOUTH OF CENTERLINE  OF ORCHARD RD., 15.7' WEST OF
 DG5988'POWER POLE, 1.0' WEST OF  4 REBAR, 1.0' NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5977 ***********************************************************************
 DG5977  DESIGNATION -  CASS 6N22E
 DG5977  PID         -  DG5977
 DG5977  STATE/COUNTY-  IL/CASS
 DG5977  USGS QUAD   -  VIRGINIA (1983)
 DG5977
 DG5977                         *CURRENT SURVEY CONTROL
 DG5977  ___________________________________________________________________
 DG5977* NAD 83(1997)-  39 57 10.76637(N)    090 09 50.39495(W)     ADJUSTED  
 DG5977* NAVD 88     -       183.1    (meters)     601.     (feet)  GPS OBS   
 DG5977  ___________________________________________________________________
 DG5977  X           -     -14,014.382 (meters)                     COMP
 DG5977  Y           -  -4,896,156.233 (meters)                     COMP
 DG5977  Z           -   4,074,082.227 (meters)                     COMP
 DG5977  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DG5977  ELLIP HEIGHT-         150.29  (meters)          (02/03/05) GPS OBS
 DG5977  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DG5977
 DG5977  HORZ ORDER  -  FIRST
 DG5977  ELLP ORDER  -  FOURTH    CLASS II
 DG5977
 DG5977.The horizontal coordinates were established by GPS observations
 DG5977.and adjusted by the National Geodetic Survey in July 2004..
 DG5977
 DG5977.The orthometric height was determined by GPS observations and a
 DG5977.high-resolution geoid model.
 DG5977
 DG5977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5977
 DG5977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5977
 DG5977.The ellipsoidal height was determined by GPS observations
 DG5977.and is referenced to NAD 83.
 DG5977
 DG5977.The geoid height was determined by GEOID03.
 DG5977
 DG5977;                    North         East     Units Scale Factor Converg.
 DG5977;SPC IL W     -   364,768.464   700,227.979   MT  0.99994118   +0 00 06.2
 DG5977;SPC IL W     - 1,196,744.54  2,297,331.29   sFT  0.99994118   +0 00 06.2
 DG5977;UTM  15      - 4,426,391.598   742,263.687   MT  1.00032260   +1 49 19.4
 DG5977
 DG5977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5977!SPC IL W     -   0.99997642  x   0.99994118  =   0.99991760
 DG5977!UTM  15      -   0.99997642  x   1.00032260  =   1.00029902
 DG5977
 DG5977                          SUPERSEDED SURVEY CONTROL
 DG5977
 DG5977  ELLIP H (07/06/04)  150.31   (m)                       GP(       ) 3 2
 DG5977
 DG5977.Superseded values are not recommended for survey control.
 DG5977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5977.See file dsdata.txt to determine how the superseded data were derived.
 DG5977
 DG5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE4226426392(NAD 83)
 DG5977_MARKER: DD = SURVEY DISK
 DG5977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5977_STAMPING: CASS-6N22E
 DG5977_MARK LOGO: IL-017
 DG5977_PROJECTION: FLUSH
 DG5977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5977+STABILITY: SURFACE MOTION
 DG5977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5977+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5977
 DG5977  HISTORY     - Date     Condition        Report By
 DG5977  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5977  HISTORY     - 20031104 GOOD             ILDT
 DG5977
 DG5977                          STATION DESCRIPTION
 DG5977
 DG5977'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5977'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5977'STATION IS LOCATED 2.6 MILES EAST FROM THE CENTER OF VIRGINIA. TO
 DG5977'REACH FROM THE JUNCTION OF IL-125 AND 1L-78 IN VIRGINIA, GO SOUTHEAST
 DG5977'ON IL-125 0.17 MILES  TO SIDE ROAD (DUCAN AVE.) TURN LEFT AND HEAD
 DG5977'NORTHEAST 0.11 MILES TO A T-RD EAST (GRIDLEY  RD.), TURN RIGHT AND
 DG5977'HEAD EAST 2.09 MILES TO THE STATION ON THE LEFT. THE STATION IS
 DG5977'LOCATED IN THE NORTHWEST QUAD. OF GRIDLEY RD. AND NOELSCH LN., 85.7'
 DG5977'NORTHWEST OF A  POWERPOLE, 33.7' WEST FROM THE CENTERLINE OF NOELSCH
 DG5977'LN., 30.5' NORTH FROM THE  CENTERLINE OF GRIDLEY RD., 1.0' EAST OF  4
 DG5977'REBAR, 1.0' SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5979 ***********************************************************************
 DG5979  DESIGNATION -  CASS 6N28E
 DG5979  PID         -  DG5979
 DG5979  STATE/COUNTY-  IL/CASS
 DG5979  USGS QUAD   -  ASHLAND (1983)
 DG5979
 DG5979                         *CURRENT SURVEY CONTROL
 DG5979  ___________________________________________________________________
 DG5979* NAD 83(1997)-  39 57 35.41833(N)    090 02 46.97517(W)     ADJUSTED  
 DG5979* NAVD 88     -       191.3    (meters)     628.     (feet)  GPS OBS   
 DG5979  ___________________________________________________________________
 DG5979  X           -      -3,963.155 (meters)                     COMP
 DG5979  Y           -  -4,895,692.769 (meters)                     COMP
 DG5979  Z           -   4,074,670.412 (meters)                     COMP
 DG5979  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 DG5979  ELLIP HEIGHT-         158.62  (meters)          (02/03/05) GPS OBS
 DG5979  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DG5979
 DG5979  HORZ ORDER  -  FIRST
 DG5979  ELLP ORDER  -  FOURTH    CLASS II
 DG5979
 DG5979.The horizontal coordinates were established by GPS observations
 DG5979.and adjusted by the National Geodetic Survey in July 2004..
 DG5979
 DG5979.The orthometric height was determined by GPS observations and a
 DG5979.high-resolution geoid model.
 DG5979
 DG5979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5979
 DG5979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5979
 DG5979.The ellipsoidal height was determined by GPS observations
 DG5979.and is referenced to NAD 83.
 DG5979
 DG5979.The geoid height was determined by GEOID03.
 DG5979
 DG5979;                    North         East     Units Scale Factor Converg.
 DG5979;SPC IL W     -   365,535.678   710,276.984   MT  0.99994248   +0 04 38.1
 DG5979;SPC IL W     - 1,199,261.64  2,330,300.41   sFT  0.99994248   +0 04 38.1
 DG5979;UTM  15      - 4,427,478.116   752,287.367   MT  1.00038364   +1 53 52.7
 DG5979;UTM  16      - 4,427,744.860   239,787.770   MT  1.00043365   -1 57 27.5
 DG5979
 DG5979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5979!SPC IL W     -   0.99997512  x   0.99994248  =   0.99991760
 DG5979!UTM  15      -   0.99997512  x   1.00038364  =   1.00035875
 DG5979!UTM  16      -   0.99997512  x   1.00043365  =   1.00040876
 DG5979
 DG5979                          SUPERSEDED SURVEY CONTROL
 DG5979
 DG5979  ELLIP H (07/06/04)  158.63   (m)                       GP(       ) 3 2
 DG5979
 DG5979.Superseded values are not recommended for survey control.
 DG5979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5979.See file dsdata.txt to determine how the superseded data were derived.
 DG5979
 DG5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE5228727478(NAD 83)
 DG5979_MARKER: DD = SURVEY DISK
 DG5979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5979_STAMPING: CASS-6N28E
 DG5979_MARK LOGO: IL-017
 DG5979_PROJECTION: FLUSH
 DG5979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5979+STABILITY: SURFACE MOTION
 DG5979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5979+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5979
 DG5979  HISTORY     - Date     Condition        Report By
 DG5979  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5979  HISTORY     - 20031104 GOOD             ILDT
 DG5979
 DG5979                          STATION DESCRIPTION
 DG5979
 DG5979'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5979'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5979'STATION IS LOCATED 5.4 MILES NORTHWEST FROM THE CENTER OF ASHLAND. TO
 DG5979'REACH FROM THE JUNTION OF IL-125 AND IL-123 AT THE NORTHEAST EDGE OF
 DG5979'ASHLAND, GO  NORTHWEST ON IL-125 2.8 MILES TO A SIDE ROAD (NEWMANVILLE
 DG5979'RD.), TURN RIGHT AND HEAD  NORTH 4.22 MILES TO THE STATION ON THE
 DG5979'RIGHT. THE STATION IS LOCATED IN THE SOUTHEAST  QUAD. THE INTERSECTION
 DG5979'OF NEWMANSVILLE RD AND GRIDLEY RD ( EDWARDS LN. ). 32.5' SOUTH  FROM
 DG5979'THE CENTERLINE OF GRIDLEY RD., 29.0' EAST FROM THE CENTERLINE OF
 DG5979'NEWMANSVILLE RD.,  8.8' SOUTHWEST FROM A ULILITY BOX, 1.0' NORTH FROM
 DG5979'4 REBAR, 1.0' WEST FROM A METAL  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5980 ***********************************************************************
 DG5980  DESIGNATION -  CASS 6N4E
 DG5980  PID         -  DG5980
 DG5980  STATE/COUNTY-  IL/CASS
 DG5980  USGS QUAD   -  COOPERSTOWN (1980)
 DG5980
 DG5980                         *CURRENT SURVEY CONTROL
 DG5980  ___________________________________________________________________
 DG5980* NAD 83(1997)-  39 57 50.26677(N)    090 30 16.60698(W)     ADJUSTED  
 DG5980* NAVD 88     -       129.4    (meters)     425.     (feet)  GPS OBS   
 DG5980  ___________________________________________________________________
 DG5980  X           -     -43,113.592 (meters)                     COMP
 DG5980  Y           -  -4,895,162.734 (meters)                     COMP
 DG5980  Z           -   4,074,981.520 (meters)                     COMP
 DG5980  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DG5980  ELLIP HEIGHT-          96.47  (meters)          (02/03/05) GPS OBS
 DG5980  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DG5980
 DG5980  HORZ ORDER  -  FIRST
 DG5980  ELLP ORDER  -  FOURTH    CLASS II
 DG5980
 DG5980.The horizontal coordinates were established by GPS observations
 DG5980.and adjusted by the National Geodetic Survey in July 2004..
 DG5980
 DG5980.The orthometric height was determined by GPS observations and a
 DG5980.high-resolution geoid model.
 DG5980
 DG5980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5980
 DG5980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5980
 DG5980.The ellipsoidal height was determined by GPS observations
 DG5980.and is referenced to NAD 83.
 DG5980
 DG5980.The geoid height was determined by GEOID03.
 DG5980
 DG5980;                    North         East     Units Scale Factor Converg.
 DG5980;SPC IL W     -   366,041.381   671,127.959   MT  0.99995143   -0 13 01.4
 DG5980;SPC IL W     - 1,200,920.76  2,201,858.98   sFT  0.99995143   -0 13 01.4
 DG5980;UTM  15      - 4,426,739.565   713,129.335   MT  1.00015924   +1 36 12.3
 DG5980
 DG5980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5980!SPC IL W     -   0.99998487  x   0.99995143  =   0.99993630
 DG5980!UTM  15      -   0.99998487  x   1.00015924  =   1.00014410
 DG5980
 DG5980                          SUPERSEDED SURVEY CONTROL
 DG5980
 DG5980  ELLIP H (07/06/04)   96.48   (m)                       GP(       ) 3 2
 DG5980
 DG5980.Superseded values are not recommended for survey control.
 DG5980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5980.See file dsdata.txt to determine how the superseded data were derived.
 DG5980
 DG5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1312926740(NAD 83)
 DG5980_MARKER: DD = SURVEY DISK
 DG5980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5980_STAMPING: CASS-6N4E
 DG5980_MARK LOGO: IL-017
 DG5980_PROJECTION: FLUSH
 DG5980_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5980+STABILITY: SURFACE MOTION
 DG5980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5980+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5980
 DG5980  HISTORY     - Date     Condition        Report By
 DG5980  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5980  HISTORY     - 20031104 GOOD             ILDT
 DG5980
 DG5980                          STATION DESCRIPTION
 DG5980
 DG5980'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5980'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5980'STATION IS LOCATED 5.5 MILES SOUTH WEST OF THE CENTER OF BEARDSTOWN.
 DG5980'TO REACH FROM INTERSECTION OF ILLINOIS ROUTE 100/US 67 AND ILLINOIS
 DG5980'ROUTE 125 AT THE  SOUTHWEST EDGE OF BEARDSTOWN, GO SOUTH AND THEN
 DG5980'SOUTHWEST ON US 67 FOR 3.5 MILES TO  T ROAD WEST, GO WEST ON BERGER
 DG5980'LANE FOR 1.83 MILES TO THE STATION ON THE RIGHT. 0.07  MILES EAST OF
 DG5980'MILL CREEK. 17' NORTH OF CENTERLINE OF BERGER LANE, 205.0' EAST OF A
 DG5980'POWER  POLE, 121.0' WEST OF A POWER POLE, 1.0' SOUTH OF A WITNESS
 DG5980'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5983 ***********************************************************************
 DG5983  DESIGNATION -  CASS 6N7E
 DG5983  PID         -  DG5983
 DG5983  STATE/COUNTY-  IL/CASS
 DG5983  USGS QUAD   -  ARENZVILLE WEST (1983)
 DG5983
 DG5983                         *CURRENT SURVEY CONTROL
 DG5983  ___________________________________________________________________
 DG5983* NAD 83(1997)-  39 57 55.13533(N)    090 26 31.80785(W)     ADJUSTED  
 DG5983* NAVD 88     -       139.8    (meters)     459.     (feet)  GPS OBS   
 DG5983  ___________________________________________________________________
 DG5983  X           -     -37,777.858 (meters)                     COMP
 DG5983  Y           -  -4,895,118.329 (meters)                     COMP
 DG5983  Z           -   4,075,103.284 (meters)                     COMP
 DG5983  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DG5983  ELLIP HEIGHT-         106.86  (meters)          (02/03/05) GPS OBS
 DG5983  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DG5983
 DG5983  HORZ ORDER  -  FIRST
 DG5983  ELLP ORDER  -  FOURTH    CLASS II
 DG5983
 DG5983.The horizontal coordinates were established by GPS observations
 DG5983.and adjusted by the National Geodetic Survey in July 2004..
 DG5983
 DG5983.The orthometric height was determined by GPS observations and a
 DG5983.high-resolution geoid model.
 DG5983
 DG5983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5983
 DG5983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5983
 DG5983.The ellipsoidal height was determined by GPS observations
 DG5983.and is referenced to NAD 83.
 DG5983
 DG5983.The geoid height was determined by GEOID03.
 DG5983
 DG5983;                    North         East     Units Scale Factor Converg.
 DG5983;SPC IL W     -   366,173.188   676,463.276   MT  0.99994799   -0 10 37.1
 DG5983;SPC IL W     - 1,201,353.20  2,219,363.26   sFT  0.99994799   -0 10 37.1
 DG5983;UTM  15      - 4,427,040.870   718,458.964   MT  1.00018756   +1 38 37.0
 DG5983
 DG5983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5983!SPC IL W     -   0.99998324  x   0.99994799  =   0.99993123
 DG5983!UTM  15      -   0.99998324  x   1.00018756  =   1.00017079
 DG5983
 DG5983                          SUPERSEDED SURVEY CONTROL
 DG5983
 DG5983  ELLIP H (07/06/04)  106.87   (m)                       GP(       ) 3 2
 DG5983
 DG5983.Superseded values are not recommended for survey control.
 DG5983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5983.See file dsdata.txt to determine how the superseded data were derived.
 DG5983
 DG5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1845927041(NAD 83)
 DG5983_MARKER: DD = SURVEY DISK
 DG5983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5983_STAMPING: CASS-6N7E
 DG5983_MARK LOGO: IL-017
 DG5983_PROJECTION: FLUSH
 DG5983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5983+STABILITY: SURFACE MOTION
 DG5983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5983+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5983
 DG5983  HISTORY     - Date     Condition        Report By
 DG5983  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5983  HISTORY     - 20031104 GOOD             ILDT
 DG5983
 DG5983                          STATION DESCRIPTION
 DG5983
 DG5983'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5983'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5983'STATION IS LOCATED 3.6 MILES SOUTH OF THE CENTER OF BEARDSTOWN. TO
 DG5983'REACH FROM  INTERSECTION OF ILLINOIS ROUTE 100/US 67 AND ILLINOIS
 DG5983'ROUTE 125 AT THE SOUTHWEST EDGE OF  BEARDSTOWN, GO SOUTH AND THEN
 DG5983'SOUTHWEST ON US 67 FOR 1.26 MILES TO A CROSSROAD, GO  SOUTH ON UPPER
 DG5983'MEREDOSIA ROAD FOR 1.53 MILES TO THE STATION ON THE RIGHT, 0.15 MILES
 DG5983'SOUTH OF STOCK LANE. 30.5' WEST OF THE CENTERLINE OF UPPER MEREDOSIA
 DG5983'ROAD, 49.2' SOUTH OF  A POWER POLE, 1.0' EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5989 ***********************************************************************
 DG5989  DESIGNATION -  CASS 7N18E
 DG5989  PID         -  DG5989
 DG5989  STATE/COUNTY-  IL/CASS
 DG5989  USGS QUAD   -  VIRGINIA (1983)
 DG5989
 DG5989                         *CURRENT SURVEY CONTROL
 DG5989  ___________________________________________________________________
 DG5989* NAD 83(1997)-  39 58 31.24681(N)    090 14 53.55701(W)     ADJUSTED  
 DG5989* NAVD 88     -       192.4    (meters)     631.     (feet)  GPS OBS   
 DG5989  ___________________________________________________________________
 DG5989  X           -     -21,203.717 (meters)                     COMP
 DG5989  Y           -  -4,894,543.011 (meters)                     COMP
 DG5989  Z           -   4,075,990.686 (meters)                     COMP
 DG5989  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DG5989  ELLIP HEIGHT-         159.49  (meters)          (02/03/05) GPS OBS
 DG5989  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DG5989
 DG5989  HORZ ORDER  -  FIRST
 DG5989  ELLP ORDER  -  FOURTH    CLASS II
 DG5989
 DG5989.The horizontal coordinates were established by GPS observations
 DG5989.and adjusted by the National Geodetic Survey in July 2004..
 DG5989
 DG5989.The orthometric height was determined by GPS observations and a
 DG5989.high-resolution geoid model.
 DG5989
 DG5989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5989
 DG5989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5989
 DG5989.The ellipsoidal height was determined by GPS observations
 DG5989.and is referenced to NAD 83.
 DG5989
 DG5989.The geoid height was determined by GEOID03.
 DG5989
 DG5989;                    North         East     Units Scale Factor Converg.
 DG5989;SPC IL W     -   367,253.738   693,034.582   MT  0.99994177   -0 03 08.6
 DG5989;SPC IL W     - 1,204,898.31  2,273,730.96   sFT  0.99994177   -0 03 08.6
 DG5989;UTM  15      - 4,428,647.879   734,992.343   MT  1.00027987   +1 46 07.4
 DG5989
 DG5989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5989!SPC IL W     -   0.99997498  x   0.99994177  =   0.99991675
 DG5989!UTM  15      -   0.99997498  x   1.00027987  =   1.00025484
 DG5989
 DG5989                          SUPERSEDED SURVEY CONTROL
 DG5989
 DG5989  ELLIP H (07/06/04)  159.50   (m)                       GP(       ) 3 2
 DG5989
 DG5989.Superseded values are not recommended for survey control.
 DG5989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5989.See file dsdata.txt to determine how the superseded data were derived.
 DG5989
 DG5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3499228648(NAD 83)
 DG5989_MARKER: DD = SURVEY DISK
 DG5989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5989_STAMPING: CASS-7N18E
 DG5989_MARK LOGO: IL-017
 DG5989_PROJECTION: FLUSH
 DG5989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5989+STABILITY: SURFACE MOTION
 DG5989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5989+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5989
 DG5989  HISTORY     - Date     Condition        Report By
 DG5989  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5989  HISTORY     - 20031104 GOOD             ILDT
 DG5989
 DG5989                          STATION DESCRIPTION
 DG5989
 DG5989'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5989'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) TO
 DG5989'REACH FROM THE SHILOH CUMBERLAND PRESBITARIAN CHURCH( 3 MILES FROM
 DG5989'JCT. OF IL-125 AND  1L-125 IN VIRGINIA), GO NORTH ON SHILOH RD. 0.57
 DG5989'MILES TO A  T-RD EAST(BROCKHOUSE RD.) TURN RIGHT AND HEAD EAST 0.81
 DG5989'MILES TO A CURVE LEFT( NORTH )  AND THE STATION ON THE RIGHT.  6.6'
 DG5989'EAST FROM THE EXTENDED CENTERLINE NORTH, 4.5' SOUTH  FROM THE EXTENDED
 DG5989'CENTERLINE WEST, 1.0' WEST OF  4 REBAR, 1.0' NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5978 ***********************************************************************
 DG5978  DESIGNATION -  CASS 7N25E
 DG5978  PID         -  DG5978
 DG5978  STATE/COUNTY-  IL/CASS
 DG5978  USGS QUAD   -  ASHLAND (1983)
 DG5978
 DG5978                         *CURRENT SURVEY CONTROL
 DG5978  ___________________________________________________________________
 DG5978* NAD 83(1997)-  39 58 02.30424(N)    090 06 44.06606(W)     ADJUSTED  
 DG5978* NAVD 88     -       187.5    (meters)     615.     (feet)  GPS OBS   
 DG5978  ___________________________________________________________________
 DG5978  X           -      -9,589.451 (meters)                     COMP
 DG5978  Y           -  -4,895,149.368 (meters)                     COMP
 DG5978  Z           -   4,075,303.499 (meters)                     COMP
 DG5978  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DG5978  ELLIP HEIGHT-         154.73  (meters)          (02/03/05) GPS OBS
 DG5978  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 DG5978
 DG5978  HORZ ORDER  -  FIRST
 DG5978  ELLP ORDER  -  FOURTH    CLASS II
 DG5978
 DG5978.The horizontal coordinates were established by GPS observations
 DG5978.and adjusted by the National Geodetic Survey in July 2004..
 DG5978
 DG5978.The orthometric height was determined by GPS observations and a
 DG5978.high-resolution geoid model.
 DG5978
 DG5978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5978
 DG5978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5978
 DG5978.The ellipsoidal height was determined by GPS observations
 DG5978.and is referenced to NAD 83.
 DG5978
 DG5978.The geoid height was determined by GEOID03.
 DG5978
 DG5978;                    North         East     Units Scale Factor Converg.
 DG5978;SPC IL W     -   366,359.355   704,649.596   MT  0.99994144   +0 02 05.9
 DG5978;SPC IL W     - 1,201,963.98  2,311,837.88   sFT  0.99994144   +0 02 05.9
 DG5978;UTM  15      - 4,428,122.846   746,634.251   MT  1.00034891   +1 51 21.2
 DG5978
 DG5978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5978!SPC IL W     -   0.99997573  x   0.99994144  =   0.99991717
 DG5978!UTM  15      -   0.99997573  x   1.00034891  =   1.00032463
 DG5978
 DG5978                          SUPERSEDED SURVEY CONTROL
 DG5978
 DG5978  ELLIP H (07/06/04)  154.75   (m)                       GP(       ) 3 2
 DG5978
 DG5978.Superseded values are not recommended for survey control.
 DG5978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5978.See file dsdata.txt to determine how the superseded data were derived.
 DG5978
 DG5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE4663428123(NAD 83)
 DG5978_MARKER: DD = SURVEY DISK
 DG5978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5978_STAMPING: CASS-7N25E
 DG5978_MARK LOGO: IL-017
 DG5978_PROJECTION: FLUSH
 DG5978_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5978+STABILITY: SURFACE MOTION
 DG5978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5978+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5978
 DG5978  HISTORY     - Date     Condition        Report By
 DG5978  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5978  HISTORY     - 20031104 GOOD             ILDT
 DG5978
 DG5978                          STATION DESCRIPTION
 DG5978
 DG5978'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5978'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5978'STATION IS LOCATED 3.0 MILES NORTH FROM THE CENTER OF PHILADELPHIA. TO
 DG5978'REACH FROM THE ELEVATOR IN PHILADELPHIA, GO NORTH ON ELEVATOR RD. 0.20
 DG5978'MILES TO A  T-INTERSECTION WITH IL-125, TURN RIGHT (SOUTHEAST) ON
 DG5978'IL-125 0.35 MILES TO A SIDEROAD NORTH  (PHILADELPHIA RD.) TURN LEFT
 DG5978'AND HEAD NORTH ON PHILADELPHIA RD. 3.11 MILES TO THE STATION  ON THE
 DG5978'LEFT. 20.5' WEST FROM THE CENTERLINE OF PHILADELPHIA RD., 15.0' NORTH
 DG5978'FROM THE  CENTERLINE OF A FIELD ENTRANCE, 70.1' SOUTH FROM A
 DG5978'POWERPOLE, 1.0' NORTH FROM  4 REBAR,  1.0' EAST OF A METAL WITNESS
 DG5978'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5982 ***********************************************************************
 DG5982  DESIGNATION -  CASS 7N31E
 DG5982  PID         -  DG5982
 DG5982  STATE/COUNTY-  IL/CASS
 DG5982  USGS QUAD   -  TALLULA (1971)
 DG5982
 DG5982                         *CURRENT SURVEY CONTROL
 DG5982  ___________________________________________________________________
 DG5982* NAD 83(1997)-  39 58 14.99647(N)    089 59 41.35051(W)     ADJUSTED  
 DG5982* NAVD 88     -       192.0    (meters)     630.     (feet)  GPS OBS   
 DG5982  ___________________________________________________________________
 DG5982  X           -         442.575 (meters)                     COMP
 DG5982  Y           -  -4,894,910.793 (meters)                     COMP
 DG5982  Z           -   4,075,606.476 (meters)                     COMP
 DG5982  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DG5982  ELLIP HEIGHT-         159.33  (meters)          (02/03/05) GPS OBS
 DG5982  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DG5982
 DG5982  HORZ ORDER  -  FIRST
 DG5982  ELLP ORDER  -  FOURTH    CLASS II
 DG5982
 DG5982.The horizontal coordinates were established by GPS observations
 DG5982.and adjusted by the National Geodetic Survey in July 2004..
 DG5982
 DG5982.The orthometric height was determined by GPS observations and a
 DG5982.high-resolution geoid model.
 DG5982
 DG5982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5982
 DG5982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5982
 DG5982.The ellipsoidal height was determined by GPS observations
 DG5982.and is referenced to NAD 83.
 DG5982
 DG5982.The geoid height was determined by GEOID03.
 DG5982
 DG5982;                    North         East     Units Scale Factor Converg.
 DG5982;SPC IL W     -   366,763.520   714,680.067   MT  0.99994383   +0 06 37.4
 DG5982;SPC IL W     - 1,203,289.98  2,344,746.19   sFT  0.99994383   +0 06 37.4
 DG5982;UTM  16      - 4,428,816.076   244,233.796   MT  1.00040540   -1 55 29.7
 DG5982;UTM  15      - 4,428,845.871   756,651.191   MT  1.00041098   +1 55 53.7
 DG5982
 DG5982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5982!SPC IL W     -   0.99997501  x   0.99994383  =   0.99991884
 DG5982!UTM  16      -   0.99997501  x   1.00040540  =   1.00038040
 DG5982!UTM  15      -   0.99997501  x   1.00041098  =   1.00038597
 DG5982
 DG5982                          SUPERSEDED SURVEY CONTROL
 DG5982
 DG5982  ELLIP H (07/06/04)  159.35   (m)                       GP(       ) 3 2
 DG5982
 DG5982.Superseded values are not recommended for survey control.
 DG5982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5982.See file dsdata.txt to determine how the superseded data were derived.
 DG5982
 DG5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK4423428816(NAD 83)
 DG5982_MARKER: DD = SURVEY DISK
 DG5982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5982_STAMPING: CASS-7N31E
 DG5982_MARK LOGO: IL-017
 DG5982_PROJECTION: FLUSH
 DG5982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5982+STABILITY: SURFACE MOTION
 DG5982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5982+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5982
 DG5982  HISTORY     - Date     Condition        Report By
 DG5982  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5982  HISTORY     - 20031104 GOOD             ILDT
 DG5982
 DG5982                          STATION DESCRIPTION
 DG5982
 DG5982'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5982'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5982'STATION IS LOCATED 5.7 MILES NORTH FROM THE CENTER OF ASHLAND. TO
 DG5982'REACH FROM THE JUNTION OF IL-125 AND IL-123 AT THE NORTHEAST EDGE OF
 DG5982'ASHLAND, GO  SOUTHEAST ON IL-125 0.35 MILES TO A CROSSROAD (COUNTYLINE
 DG5982'RD.), TURN LEFT AND HEAD NORTH  4.56 MILES TO A  T-INTERSECTION WITH
 DG5982'CIRCLEVILLE RD., TURN RIGHT AND HEAD EAST 0.25 MILES TO  A CURVE LEFT
 DG5982'(NORTH), HEAD NORTH ON STILTZ RD. 1.0 MILES TO A CURVE LEFT (WEST), GO
 DG5982'WEST  0.25 MILES TO THE STATION ON THE LEFT. 64.7' WEST FROM A
 DG5982'POWERPOLE, 16.7' NORTH FROM THE  CENTERLINE OF A DIRT FIELD LANE,
 DG5982'17.7' WEST FROM THE EXTENDED CENTERLINE OF COUNTY LINE  RD., 6.7'
 DG5982'SOUTHWEST FROM A GUYPOLE, 1.0' SOUTHWEST OF  4 REBAR, 1.0' SOUTHEAST
 DG5982'OF A METAL  WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5984 ***********************************************************************
 DG5984  DESIGNATION -  CASS 7N6E
 DG5984  PID         -  DG5984
 DG5984  STATE/COUNTY-  IL/CASS
 DG5984  USGS QUAD   -  ARENZVILLE WEST (1983)
 DG5984
 DG5984                         *CURRENT SURVEY CONTROL
 DG5984  ___________________________________________________________________
 DG5984* NAD 83(1997)-  39 58 39.91559(N)    090 27 54.45758(W)     ADJUSTED  
 DG5984* NAVD 88     -       134.2    (meters)     440.     (feet)  GPS OBS   
 DG5984  ___________________________________________________________________
 DG5984  X           -     -39,732.077 (meters)                     COMP
 DG5984  Y           -  -4,894,211.270 (meters)                     COMP
 DG5984  Z           -   4,076,158.172 (meters)                     COMP
 DG5984  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DG5984  ELLIP HEIGHT-         101.27  (meters)          (02/03/05) GPS OBS
 DG5984  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DG5984
 DG5984  HORZ ORDER  -  FIRST
 DG5984  ELLP ORDER  -  FOURTH    CLASS II
 DG5984
 DG5984.The horizontal coordinates were established by GPS observations
 DG5984.and adjusted by the National Geodetic Survey in July 2004..
 DG5984
 DG5984.The orthometric height was determined by GPS observations and a
 DG5984.high-resolution geoid model.
 DG5984
 DG5984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5984
 DG5984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5984
 DG5984.The ellipsoidal height was determined by GPS observations
 DG5984.and is referenced to NAD 83.
 DG5984
 DG5984.The geoid height was determined by GEOID03.
 DG5984
 DG5984;                    North         East     Units Scale Factor Converg.
 DG5984;SPC IL W     -   367,560.569   674,506.523   MT  0.99994917   -0 11 30.3
 DG5984;SPC IL W     - 1,205,904.97  2,212,943.48   sFT  0.99994917   -0 11 30.3
 DG5984;UTM  15      - 4,428,365.687   716,458.649   MT  1.00017685   +1 37 45.3
 DG5984
 DG5984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5984!SPC IL W     -   0.99998411  x   0.99994917  =   0.99993328
 DG5984!UTM  15      -   0.99998411  x   1.00017685  =   1.00016096
 DG5984
 DG5984                          SUPERSEDED SURVEY CONTROL
 DG5984
 DG5984  ELLIP H (07/06/04)  101.28   (m)                       GP(       ) 3 2
 DG5984
 DG5984.Superseded values are not recommended for survey control.
 DG5984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5984.See file dsdata.txt to determine how the superseded data were derived.
 DG5984
 DG5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1645928366(NAD 83)
 DG5984_MARKER: DD = SURVEY DISK
 DG5984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5984_STAMPING: CASS-7N6E
 DG5984_MARK LOGO: IL-017
 DG5984_PROJECTION: FLUSH
 DG5984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5984+STABILITY: SURFACE MOTION
 DG5984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5984+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5984
 DG5984  HISTORY     - Date     Condition        Report By
 DG5984  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5984  HISTORY     - 20031104 GOOD             ILDT
 DG5984
 DG5984                          STATION DESCRIPTION
 DG5984
 DG5984'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5984'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5984'STATION IS LOCATED 2.2 MILES WEST SOUTH WEST OF THE CENTER OF
 DG5984'BEARDSTOWN. TO  REACH FROM INTERSECTION OF ILLINOIS ROUTE 100/US 67
 DG5984'AND ILLINOIS ROUTE 125 AT THE  SOUTHWEST EDGE OF BEARDSTOWN, GO SOUTH
 DG5984'AND THEN SOUTHWEST ON US 67 FOR 2.26 MILES  TO T ROAD WEST, GO WEST ON
 DG5984'EDGEWOOD DRIVE FOR 0.48 MILES TO THE STATION ON THE LEFT,  AND ON TOP
 DG5984'OF A SMALL HILL, 0.13 MILES WEST OF A POWERLINE CROSSING WITH EDGEWOOD
 DG5984'DRIVE.  16.0' SOUTH OF THE CENTERLINE OF EDGEWOOD DRIVE, 1.0' NORTH OF
 DG5984'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5987 ***********************************************************************
 DG5987  DESIGNATION -  CASS 8N12E
 DG5987  PID         -  DG5987
 DG5987  STATE/COUNTY-  IL/CASS
 DG5987  USGS QUAD   -  ARENZVILLE EAST (1983)
 DG5987
 DG5987                         *CURRENT SURVEY CONTROL
 DG5987  ___________________________________________________________________
 DG5987* NAD 83(1997)-  39 59 26.97358(N)    090 20 56.98754(W)     ADJUSTED  
 DG5987* NAVD 88     -       149.2    (meters)     490.     (feet)  GPS OBS   
 DG5987  ___________________________________________________________________
 DG5987  X           -     -29,820.741 (meters)                     COMP
 DG5987  Y           -  -4,893,360.509 (meters)                     COMP
 DG5987  Z           -   4,077,279.919 (meters)                     COMP
 DG5987  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DG5987  ELLIP HEIGHT-         116.26  (meters)          (02/03/05) GPS OBS
 DG5987  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DG5987
 DG5987  HORZ ORDER  -  FIRST
 DG5987  ELLP ORDER  -  FOURTH    CLASS II
 DG5987
 DG5987.The horizontal coordinates were established by GPS observations
 DG5987.and adjusted by the National Geodetic Survey in July 2004..
 DG5987
 DG5987.The orthometric height was determined by GPS observations and a
 DG5987.high-resolution geoid model.
 DG5987
 DG5987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5987
 DG5987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5987
 DG5987.The ellipsoidal height was determined by GPS observations
 DG5987.and is referenced to NAD 83.
 DG5987
 DG5987.The geoid height was determined by GEOID03.
 DG5987
 DG5987;                    North         East     Units Scale Factor Converg.
 DG5987;SPC IL W     -   368,985.178   684,414.744   MT  0.99994417   -0 07 02.2
 DG5987;SPC IL W     - 1,210,578.87  2,245,450.71   sFT  0.99994417   -0 07 02.2
 DG5987;UTM  15      - 4,430,104.931   726,319.121   MT  1.00023060   +1 42 15.6
 DG5987
 DG5987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5987!SPC IL W     -   0.99998176  x   0.99994417  =   0.99992593
 DG5987!UTM  15      -   0.99998176  x   1.00023060  =   1.00021236
 DG5987
 DG5987                          SUPERSEDED SURVEY CONTROL
 DG5987
 DG5987  ELLIP H (07/06/04)  116.27   (m)                       GP(       ) 3 2
 DG5987
 DG5987.Superseded values are not recommended for survey control.
 DG5987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5987.See file dsdata.txt to determine how the superseded data were derived.
 DG5987
 DG5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE2631930105(NAD 83)
 DG5987_MARKER: DD = SURVEY DISK
 DG5987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5987_STAMPING: CASS-8N12E
 DG5987_MARK LOGO: IL-017
 DG5987_PROJECTION: FLUSH
 DG5987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5987+STABILITY: SURFACE MOTION
 DG5987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5987+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5987
 DG5987  HISTORY     - Date     Condition        Report By
 DG5987  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5987  HISTORY     - 20031104 GOOD             ILDT
 DG5987
 DG5987                          STATION DESCRIPTION
 DG5987
 DG5987'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5987'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5987'STATION IS LOCATED ON THE WEST END OF BLUFF SPRINGS.  TO REACH FROM
 DG5987'THE ELEVATOR  AND THE POST OFFICE IN BLUFF SPRINGS, GO NORTH ON BLUFF
 DG5987'SPRINGS RD. 0.14 MILES TO THE  INTERSECTION OF IL-125, TURN LEFT AND
 DG5987'HEAD NORTHWEST 0.22 MILES TO A T-RD NORTH ( OLD  HIGHWAY RD. ) TURN
 DG5987'RIGHT AND HEAD NORTH FOR 147.0' TO THE STATION ON THE LEFT., 147.0'
 DG5987'NORTH FROM CENTERLINE OF IL-125, 173.0' FROM NORTHWEST BRIDGE DECK
 DG5987'EDGE OVER LOST  CREEK, 1.0' NORTH OF  4 REBAR, 1.0' SOUTH OF WITNESS
 DG5987'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5992 ***********************************************************************
 DG5992  DESIGNATION -  CASS 8N16E
 DG5992  PID         -  DG5992
 DG5992  STATE/COUNTY-  IL/CASS
 DG5992  USGS QUAD   -  ARENZVILLE EAST (1983)
 DG5992
 DG5992                         *CURRENT SURVEY CONTROL
 DG5992  ___________________________________________________________________
 DG5992* NAD 83(1997)-  39 59 37.23559(N)    090 16 29.36242(W)     ADJUSTED  
 DG5992* NAVD 88     -       197.5    (meters)     648.     (feet)  GPS OBS   
 DG5992  ___________________________________________________________________
 DG5992  X           -     -23,470.866 (meters)                     COMP
 DG5992  Y           -  -4,893,228.713 (meters)                     COMP
 DG5992  Z           -   4,077,553.493 (meters)                     COMP
 DG5992  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 DG5992  ELLIP HEIGHT-         164.62  (meters)          (02/03/05) GPS OBS
 DG5992  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DG5992
 DG5992  HORZ ORDER  -  FIRST
 DG5992  ELLP ORDER  -  FOURTH    CLASS II
 DG5992
 DG5992.The horizontal coordinates were established by GPS observations
 DG5992.and adjusted by the National Geodetic Survey in July 2004..
 DG5992
 DG5992.The orthometric height was determined by GPS observations and a
 DG5992.high-resolution geoid model.
 DG5992
 DG5992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5992
 DG5992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5992
 DG5992.The ellipsoidal height was determined by GPS observations
 DG5992.and is referenced to NAD 83.
 DG5992
 DG5992.The geoid height was determined by GEOID03.
 DG5992
 DG5992;                    North         East     Units Scale Factor Converg.
 DG5992;SPC IL W     -   369,291.320   690,763.813   MT  0.99994223   -0 04 10.2
 DG5992;SPC IL W     - 1,211,583.27  2,266,280.94   sFT  0.99994223   -0 04 10.2
 DG5992;UTM  15      - 4,430,612.906   732,657.184   MT  1.00026642   +1 45 08.2
 DG5992
 DG5992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5992!SPC IL W     -   0.99997418  x   0.99994223  =   0.99991641
 DG5992!UTM  15      -   0.99997418  x   1.00026642  =   1.00024059
 DG5992
 DG5992                          SUPERSEDED SURVEY CONTROL
 DG5992
 DG5992  ELLIP H (07/06/04)  164.63   (m)                       GP(       ) 3 2
 DG5992
 DG5992.Superseded values are not recommended for survey control.
 DG5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5992.See file dsdata.txt to determine how the superseded data were derived.
 DG5992
 DG5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3265730613(NAD 83)
 DG5992_MARKER: DD = SURVEY DISK
 DG5992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5992_STAMPING: CASS-8N16E
 DG5992_MARK LOGO: IL-017
 DG5992_PROJECTION: FLUSH
 DG5992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5992+STABILITY: SURFACE MOTION
 DG5992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5992+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5992
 DG5992  HISTORY     - Date     Condition        Report By
 DG5992  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5992  HISTORY     - 20031104 GOOD             ILDT
 DG5992
 DG5992                          STATION DESCRIPTION
 DG5992
 DG5992'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5992'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) TO
 DG5992'REACH FROM THE SHILOH CUMBERLAND PRESBITARIAN CHURCH( 3 MILES FROM
 DG5992'JCT. OF IL-125 AND  1L-125 IN VIRGINIA), GO NORTH ON SHILOH RD. 0.85
 DG5992'MILES TO A  JOG LEFT THEN RIGHT, CONTINUE  NORTH 1.65 MILES TO A CURVE
 DG5992'RIGHT( WEST ), CONTINUE WEST ON SHILOH RD. 2.06 MILES TO A  CURVE
 DG5992'RIGHT( NORTH ) CONTINUE NORTH 2.3 MILES TO A T-RD. WEST( 6 CORNERS
 DG5992'RD.), TURN LEFT  FOR 125' TO THE STATION ON THE RIGHT. 15.8' NORTH OF
 DG5992'THE CENTERLINE OF 6 CORNERS RD., 98.5'  EAST OF THE CENTER END OF A
 DG5992'CMP., 101.9' WEST OF A POWER POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5986 ***********************************************************************
 DG5986  DESIGNATION -  CASS 9N11E
 DG5986  PID         -  DG5986
 DG5986  STATE/COUNTY-  IL/CASS
 DG5986  USGS QUAD   -  CLEAR LAKE (1981)
 DG5986
 DG5986                         *CURRENT SURVEY CONTROL
 DG5986  ___________________________________________________________________
 DG5986* NAD 83(1997)-  40 00 03.98754(N)    090 22 23.61151(W)     ADJUSTED  
 DG5986* NAVD 88     -       140.5    (meters)     461.     (feet)  GPS OBS   
 DG5986  ___________________________________________________________________
 DG5986  X           -     -31,870.954 (meters)                     COMP
 DG5986  Y           -  -4,892,607.089 (meters)                     COMP
 DG5986  Z           -   4,078,148.886 (meters)                     COMP
 DG5986  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DG5986  ELLIP HEIGHT-         107.50  (meters)          (02/03/05) GPS OBS
 DG5986  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 DG5986
 DG5986  HORZ ORDER  -  FIRST
 DG5986  ELLP ORDER  -  FOURTH    CLASS II
 DG5986
 DG5986.The horizontal coordinates were established by GPS observations
 DG5986.and adjusted by the National Geodetic Survey in July 2004..
 DG5986
 DG5986.The orthometric height was determined by GPS observations and a
 DG5986.high-resolution geoid model.
 DG5986
 DG5986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5986
 DG5986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5986
 DG5986.The ellipsoidal height was determined by GPS observations
 DG5986.and is referenced to NAD 83.
 DG5986
 DG5986.The geoid height was determined by GEOID03.
 DG5986
 DG5986;                    North         East     Units Scale Factor Converg.
 DG5986;SPC IL W     -   370,131.214   682,362.467   MT  0.99994500   -0 07 58.0
 DG5986;SPC IL W     - 1,214,338.82  2,238,717.53   sFT  0.99994500   -0 07 58.0
 DG5986;UTM  15      - 4,431,185.448   724,230.863   MT  1.00021901   +1 41 21.1
 DG5986
 DG5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5986!SPC IL W     -   0.99998314  x   0.99994500  =   0.99992814
 DG5986!UTM  15      -   0.99998314  x   1.00021901  =   1.00020214
 DG5986
 DG5986                          SUPERSEDED SURVEY CONTROL
 DG5986
 DG5986  ELLIP H (07/06/04)  107.51   (m)                       GP(       ) 3 2
 DG5986
 DG5986.Superseded values are not recommended for survey control.
 DG5986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5986.See file dsdata.txt to determine how the superseded data were derived.
 DG5986
 DG5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE2423131185(NAD 83)
 DG5986_MARKER: DD = SURVEY DISK
 DG5986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5986_STAMPING: CASS-9N11E
 DG5986_MARK LOGO: IL-017
 DG5986_PROJECTION: FLUSH
 DG5986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5986+STABILITY: SURFACE MOTION
 DG5986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5986+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5986
 DG5986  HISTORY     - Date     Condition        Report By
 DG5986  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5986  HISTORY     - 20031104 GOOD             ILDT
 DG5986
 DG5986                          STATION DESCRIPTION
 DG5986
 DG5986'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5986'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5986'STATION IS LOCATED 2.95 MILES EAST SOUTHEAST  OF THE CENTER OF
 DG5986'BEARDSTOWN.TO REACH  FROM THE INTERSECTION OF US-67/IL-100 AND IL-125
 DG5986'AT THE SOUTHWEST EDGE OF BEARDSTOWN,  GO SOUTHEAST ON IL-125 3.54
 DG5986'MILES TO A T-RD NORTH (STAR LN.), TURN LEFT AND HEAD NORTH 0.5  MILES
 DG5986'TO THE STATION ON THE RIGHT.  39.0' SOUTHEAST OF A ABOVE GROUND
 DG5986'UTILITY BOX, 17.5'  EAST FROM THE CENTERLINE OF STAR LN., 2.7' WEST OF
 DG5986'A FENCE LINE, 1.0' NORTH OF  4 REBAR, 1.0'  WEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5995 ***********************************************************************
 DG5995  DESIGNATION -  CASS 9N14E
 DG5995  PID         -  DG5995
 DG5995  STATE/COUNTY-  IL/CASS
 DG5995  USGS QUAD   -  CLEAR LAKE (1981)
 DG5995
 DG5995                         *CURRENT SURVEY CONTROL
 DG5995  ___________________________________________________________________
 DG5995* NAD 83(1997)-  40 00 15.12830(N)    090 18 43.05775(W)     ADJUSTED  
 DG5995* NAVD 88     -       200.2    (meters)     657.     (feet)  GPS OBS   
 DG5995  ___________________________________________________________________
 DG5995  X           -     -26,638.442 (meters)                     COMP
 DG5995  Y           -  -4,892,463.270 (meters)                     COMP
 DG5995  Z           -   4,078,450.527 (meters)                     COMP
 DG5995  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DG5995  ELLIP HEIGHT-         167.27  (meters)          (02/03/05) GPS OBS
 DG5995  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DG5995
 DG5995  HORZ ORDER  -  FIRST
 DG5995  ELLP ORDER  -  FOURTH    CLASS II
 DG5995
 DG5995.The horizontal coordinates were established by GPS observations
 DG5995.and adjusted by the National Geodetic Survey in July 2004..
 DG5995
 DG5995.The orthometric height was determined by GPS observations and a
 DG5995.high-resolution geoid model.
 DG5995
 DG5995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5995
 DG5995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5995
 DG5995.The ellipsoidal height was determined by GPS observations
 DG5995.and is referenced to NAD 83.
 DG5995
 DG5995.The geoid height was determined by GEOID03.
 DG5995
 DG5995;                    North         East     Units Scale Factor Converg.
 DG5995;SPC IL W     -   370,464.483   687,594.288   MT  0.99994307   -0 05 36.2
 DG5995;SPC IL W     - 1,215,432.22  2,255,882.26   sFT  0.99994307   -0 05 36.2
 DG5995;UTM  15      - 4,431,685.042   729,450.954   MT  1.00024817   +1 43 43.5
 DG5995
 DG5995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5995!SPC IL W     -   0.99997376  x   0.99994307  =   0.99991683
 DG5995!UTM  15      -   0.99997376  x   1.00024817  =   1.00022192
 DG5995
 DG5995                          SUPERSEDED SURVEY CONTROL
 DG5995
 DG5995  ELLIP H (07/06/04)  167.28   (m)                       GP(       ) 3 2
 DG5995
 DG5995.Superseded values are not recommended for survey control.
 DG5995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5995.See file dsdata.txt to determine how the superseded data were derived.
 DG5995
 DG5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE2945131685(NAD 83)
 DG5995_MARKER: DD = SURVEY DISK
 DG5995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5995_STAMPING: CASS-9N14E
 DG5995_MARK LOGO: IL-017
 DG5995_PROJECTION: FLUSH
 DG5995_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5995+STABILITY: SURFACE MOTION
 DG5995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5995+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5995
 DG5995  HISTORY     - Date     Condition        Report By
 DG5995  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5995  HISTORY     - 20031104 GOOD             ILDT
 DG5995
 DG5995                          STATION DESCRIPTION
 DG5995
 DG5995'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5995'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5995'STATION IS LOCATED 2.1 MILES NORTH EAST FROM THE CENTER OF BLUFF
 DG5995'SPRINGS. TO REACH  FROM THE ELEVATOR AND THE POST OFFICE IN BLUFF
 DG5995'SPRINGS GO NORTH ON BLUFF SPRINGS RD.  0.14 MILES TO THE INTERSECTION
 DG5995'OF IL-125, TURN RIGHT (SOUTH EAST) AND HEAD 1.8 MILES TO A  T-RD
 DG5995'(WARRIOR HILL RD.), TURN LEFT AND HEAD NORTH FOR 1.41 MILES TO THE
 DG5995'STATION ON THE  LEFT. + 280' SOUTH OF SIX CORNERS RD., 40.6' NORTH
 DG5995'WEST OF A POWER POLE, 19.7' WEST OF THE  CENTERLINE OF WARRIOR HILL
 DG5995'RD., 1.O' SOUTH OF  4 REBAR, 1.0' EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5990 ***********************************************************************
 DG5990  DESIGNATION -  CASS 9N20E
 DG5990  PID         -  DG5990
 DG5990  STATE/COUNTY-  IL/CASS
 DG5990  USGS QUAD   -  VIRGINIA (1983)
 DG5990
 DG5990                         *CURRENT SURVEY CONTROL
 DG5990  ___________________________________________________________________
 DG5990* NAD 83(1997)-  39 59 48.37102(N)    090 12 25.45133(W)     ADJUSTED  
 DG5990* NAVD 88     -       190.6    (meters)     625.     (feet)  GPS OBS   
 DG5990  ___________________________________________________________________
 DG5990  X           -     -17,683.721 (meters)                     COMP
 DG5990  Y           -  -4,893,027.021 (meters)                     COMP
 DG5990  Z           -   4,077,812.187 (meters)                     COMP
 DG5990  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 DG5990  ELLIP HEIGHT-         157.73  (meters)          (02/03/05) GPS OBS
 DG5990  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DG5990
 DG5990  HORZ ORDER  -  FIRST
 DG5990  ELLP ORDER  -  FOURTH    CLASS II
 DG5990
 DG5990.The horizontal coordinates were established by GPS observations
 DG5990.and adjusted by the National Geodetic Survey in July 2004..
 DG5990
 DG5990.The orthometric height was determined by GPS observations and a
 DG5990.high-resolution geoid model.
 DG5990
 DG5990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5990
 DG5990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5990
 DG5990.The ellipsoidal height was determined by GPS observations
 DG5990.and is referenced to NAD 83.
 DG5990
 DG5990.The geoid height was determined by GEOID03.
 DG5990
 DG5990;                    North         East     Units Scale Factor Converg.
 DG5990;SPC IL W     -   369,629.929   696,549.860   MT  0.99994132   -0 01 33.5
 DG5990;SPC IL W     - 1,212,694.19  2,285,264.00   sFT  0.99994132   -0 01 33.5
 DG5990;UTM  15      - 4,431,135.472   738,431.512   MT  1.00029991   +1 47 45.5
 DG5990
 DG5990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5990!SPC IL W     -   0.99997526  x   0.99994132  =   0.99991658
 DG5990!UTM  15      -   0.99997526  x   1.00029991  =   1.00027516
 DG5990
 DG5990                          SUPERSEDED SURVEY CONTROL
 DG5990
 DG5990  ELLIP H (07/06/04)  157.75   (m)                       GP(       ) 3 2
 DG5990
 DG5990.Superseded values are not recommended for survey control.
 DG5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5990.See file dsdata.txt to determine how the superseded data were derived.
 DG5990
 DG5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3843231135(NAD 83)
 DG5990_MARKER: DD = SURVEY DISK
 DG5990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5990_STAMPING: CASS-9N20E
 DG5990_MARK LOGO: IL-017
 DG5990_PROJECTION: FLUSH
 DG5990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5990+STABILITY: SURFACE MOTION
 DG5990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5990+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5990
 DG5990  HISTORY     - Date     Condition        Report By
 DG5990  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5990  HISTORY     - 20031104 GOOD             ILDT
 DG5990
 DG5990                          STATION DESCRIPTION
 DG5990
 DG5990'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5990'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5990'STATION IS LOCATED 3.2 MILES NORTH FROM THE CENTER OF VIRGINIA. TO
 DG5990'REACH FROM THE JCT. OF IL-78 AND IL-125 IN VIRGINIA, GO NORTH ON IL-78
 DG5990'3.O MILES TO A T-RD  WEST( RUPPEL LN.) TURN LEFT AND HEAD WEST 0.09
 DG5990'MILES TO THE STATION ON THE RIGHT.  16.5'  NORTH OF THE CENTERLINE OF
 DG5990'RUPPEL LN., 114.0' EAST OF POWER POLE, 100.5 WEST OF THE EAST  END
 DG5990'FENCE POST, 4.8' SOUTH OF A FENCE LINE, 1.0' EAST OF  4 REBAR, 1.4'
 DG5990'SOUTH OF A WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5998 ***********************************************************************
 DG5998  DESIGNATION -  CASS 9N22E
 DG5998  PID         -  DG5998
 DG5998  STATE/COUNTY-  IL/CASS
 DG5998  USGS QUAD   -  CHANDLERVILLE (1981)
 DG5998
 DG5998                         *CURRENT SURVEY CONTROL
 DG5998  ___________________________________________________________________
 DG5998* NAD 83(1997)-  40 00 00.14883(N)    090 09 40.27133(W)     ADJUSTED  
 DG5998* NAVD 88     -       185.5    (meters)     609.     (feet)  GPS OBS   
 DG5998  ___________________________________________________________________
 DG5998  X           -     -13,764.638 (meters)                     COMP
 DG5998  Y           -  -4,892,802.209 (meters)                     COMP
 DG5998  Z           -   4,078,087.197 (meters)                     COMP
 DG5998  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DG5998  ELLIP HEIGHT-         152.63  (meters)          (02/03/05) GPS OBS
 DG5998  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DG5998
 DG5998  HORZ ORDER  -  FIRST
 DG5998  ELLP ORDER  -  FOURTH    CLASS II
 DG5998
 DG5998.The horizontal coordinates were established by GPS observations
 DG5998.and adjusted by the National Geodetic Survey in July 2004..
 DG5998
 DG5998.The orthometric height was determined by GPS observations and a
 DG5998.high-resolution geoid model.
 DG5998
 DG5998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5998
 DG5998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5998
 DG5998.The ellipsoidal height was determined by GPS observations
 DG5998.and is referenced to NAD 83.
 DG5998
 DG5998.The geoid height was determined by GEOID03.
 DG5998
 DG5998;                    North         East     Units Scale Factor Converg.
 DG5998;SPC IL W     -   369,992.402   700,467.946   MT  0.99994118   +0 00 12.7
 DG5998;SPC IL W     - 1,213,883.41  2,298,118.59   sFT  0.99994118   +0 00 12.7
 DG5998;UTM  15      - 4,431,622.519   742,337.538   MT  1.00032303   +1 49 32.3
 DG5998
 DG5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5998!SPC IL W     -   0.99997606  x   0.99994118  =   0.99991724
 DG5998!UTM  15      -   0.99997606  x   1.00032303  =   1.00029908
 DG5998
 DG5998                          SUPERSEDED SURVEY CONTROL
 DG5998
 DG5998  ELLIP H (07/06/04)  152.64   (m)                       GP(       ) 3 2
 DG5998
 DG5998.Superseded values are not recommended for survey control.
 DG5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5998.See file dsdata.txt to determine how the superseded data were derived.
 DG5998
 DG5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4233831623(NAD 83)
 DG5998_MARKER: DD = SURVEY DISK
 DG5998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5998_STAMPING: CASS-9N22E
 DG5998_MARK LOGO: IL-017
 DG5998_PROJECTION: FLUSH
 DG5998_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5998+STABILITY: SURFACE MOTION
 DG5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5998+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5998
 DG5998  HISTORY     - Date     Condition        Report By
 DG5998  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5998  HISTORY     - 20031104 GOOD             ILDT
 DG5998
 DG5998                          STATION DESCRIPTION
 DG5998
 DG5998'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5998'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5998'STATION IS LOCATED 4.2 MILES NORTHEAST FROM THE CENTER OF VIRGINIA. TO
 DG5998'REACH FROM THE JUNCTION OF IL-125 AND 1L-78 IN VIRGINIA, GO NORTH ON
 DG5998'IL-78 5.0 MILES TO A  T-RD (PALMERTON RD.), TURN RIGHT AND HEAD EAST
 DG5998'0.1 MILES TO A CURVE RIGHT (SOUTH),  CONTINUE SOUTH 0.4 MILES TO A
 DG5998'CURVE LEFT (EAST), CONTINUE EAST 1.15 MILES TO A CURVE RIGHT  (SOUTH),
 DG5998'CONTINUE SOUTH 1.65 MILES TO A CURVE LEFT (EAST), CONTINUE EAST 1.75
 DG5998'MILES TO THE  STATION ON THE LEFT. 89.7' NORTHEAST OF A POWERPOLE,
 DG5998'16.5' NORTH FROM THE CENTERLINE OF  PALMERTON RD., 1.0' WEST FROM  4
 DG5998'REBAR, 1.0' SOUTH FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5991 ***********************************************************************
 DG5991  DESIGNATION -  CASS 9N28E
 DG5991  PID         -  DG5991
 DG5991  STATE/COUNTY-  IL/CASS
 DG5991  USGS QUAD   -  ASHLAND (1983)
 DG5991
 DG5991                         *CURRENT SURVEY CONTROL
 DG5991  ___________________________________________________________________
 DG5991* NAD 83(1997)-  39 59 59.88706(N)    090 03 14.44712(W)     ADJUSTED  
 DG5991* NAVD 88     -       182.9    (meters)     600.     (feet)  GPS OBS   
 DG5991  ___________________________________________________________________
 DG5991  X           -      -4,612.496 (meters)                     COMP
 DG5991  Y           -  -4,892,822.671 (meters)                     COMP
 DG5991  Z           -   4,078,079.405 (meters)                     COMP
 DG5991  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DG5991  ELLIP HEIGHT-         150.13  (meters)          (02/03/05) GPS OBS
 DG5991  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 DG5991
 DG5991  HORZ ORDER  -  FIRST
 DG5991  ELLP ORDER  -  FOURTH    CLASS II
 DG5991
 DG5991.The horizontal coordinates were established by GPS observations
 DG5991.and adjusted by the National Geodetic Survey in July 2004..
 DG5991
 DG5991.The orthometric height was determined by GPS observations and a
 DG5991.high-resolution geoid model.
 DG5991
 DG5991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5991
 DG5991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5991
 DG5991.The ellipsoidal height was determined by GPS observations
 DG5991.and is referenced to NAD 83.
 DG5991
 DG5991.The geoid height was determined by GEOID03.
 DG5991
 DG5991;                    North         East     Units Scale Factor Converg.
 DG5991;SPC IL W     -   369,990.393   709,619.363   MT  0.99994232   +0 04 20.7
 DG5991;SPC IL W     - 1,213,876.81  2,328,142.86   sFT  0.99994232   +0 04 20.7
 DG5991;UTM  15      - 4,431,911.622   751,488.133   MT  1.00037867   +1 53 40.7
 DG5991;UTM  16      - 4,432,222.330   239,288.563   MT  1.00043685   -1 57 51.1
 DG5991
 DG5991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5991!SPC IL W     -   0.99997645  x   0.99994232  =   0.99991877
 DG5991!UTM  15      -   0.99997645  x   1.00037867  =   1.00035511
 DG5991!UTM  16      -   0.99997645  x   1.00043685  =   1.00041329
 DG5991
 DG5991                          SUPERSEDED SURVEY CONTROL
 DG5991
 DG5991  ELLIP H (07/06/04)  150.15   (m)                       GP(       ) 3 2
 DG5991
 DG5991.Superseded values are not recommended for survey control.
 DG5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5991.See file dsdata.txt to determine how the superseded data were derived.
 DG5991
 DG5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE5148831912(NAD 83)
 DG5991_MARKER: DD = SURVEY DISK
 DG5991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5991_STAMPING: CASS-9N28E
 DG5991_MARK LOGO: IL-017
 DG5991_PROJECTION: FLUSH
 DG5991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5991+STABILITY: SURFACE MOTION
 DG5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5991+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5991
 DG5991  HISTORY     - Date     Condition        Report By
 DG5991  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5991  HISTORY     - 20031104 GOOD             ILDT
 DG5991
 DG5991                          STATION DESCRIPTION
 DG5991
 DG5991'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5991'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG5991'STATION IS LOCATED 6.3 MILES SOUTHEAST FROM THE CENTER OF
 DG5991'CHANDLERVILLE.  TO REACH  FROM THE JUNCTION OF CH-11 AND CREEK RD.(
 DG5991'JUST SOUTH OF THE SITE OFFICE AND CHECK STATION  AT JIM EDGAR STATE
 DG5991'PARK), GO EAST THEN NORTH EAST 0.89 MILES TO THE STATION ON THE LEFT.
 DG5991'174.0' WEST FROM THE CENTERLINE OF THE ENTRANCE TO PARKING LOT 0-12,
 DG5991'97.0' NORTH FROM THE  CENTERLINE OF CH-11, 1.0' WEST OF  4 REBAR, 1.0'
 DG5991'SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5985 ***********************************************************************
 DG5985  DESIGNATION -  CASS 9N6E
 DG5985  PID         -  DG5985
 DG5985  STATE/COUNTY-  IL/CASS
 DG5985  USGS QUAD   -  BEARDSTOWN (1981)
 DG5985
 DG5985                         *CURRENT SURVEY CONTROL
 DG5985  ___________________________________________________________________
 DG5985* NAD 83(1997)-  40 00 07.82139(N)    090 28 06.24337(W)     ADJUSTED  
 DG5985* NAVD 88     -       131.0    (meters)     430.     (feet)  GPS OBS   
 DG5985  ___________________________________________________________________
 DG5985  X           -     -39,997.463 (meters)                     COMP
 DG5985  Y           -  -4,892,464.149 (meters)                     COMP
 DG5985  Z           -   4,078,233.394 (meters)                     COMP
 DG5985  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DG5985  ELLIP HEIGHT-          98.05  (meters)          (02/03/05) GPS OBS
 DG5985  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DG5985
 DG5985  HORZ ORDER  -  FIRST
 DG5985  ELLP ORDER  -  FOURTH    CLASS II
 DG5985
 DG5985.The horizontal coordinates were established by GPS observations
 DG5985.and adjusted by the National Geodetic Survey in July 2004..
 DG5985
 DG5985.The orthometric height was determined by GPS observations and a
 DG5985.high-resolution geoid model.
 DG5985
 DG5985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5985
 DG5985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5985
 DG5985.The ellipsoidal height was determined by GPS observations
 DG5985.and is referenced to NAD 83.
 DG5985
 DG5985.The geoid height was determined by GEOID03.
 DG5985
 DG5985;                    North         East     Units Scale Factor Converg.
 DG5985;SPC IL W     -   370,272.627   674,236.058   MT  0.99994935   -0 11 38.3
 DG5985;SPC IL W     - 1,214,802.78  2,212,056.13   sFT  0.99994935   -0 11 38.3
 DG5985;UTM  15      - 4,431,068.390   716,102.036   MT  1.00017494   +1 37 40.7
 DG5985
 DG5985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5985!SPC IL W     -   0.99998462  x   0.99994935  =   0.99993397
 DG5985!UTM  15      -   0.99998462  x   1.00017494  =   1.00015956
 DG5985
 DG5985                          SUPERSEDED SURVEY CONTROL
 DG5985
 DG5985  ELLIP H (07/06/04)   98.06   (m)                       GP(       ) 3 2
 DG5985
 DG5985.Superseded values are not recommended for survey control.
 DG5985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5985.See file dsdata.txt to determine how the superseded data were derived.
 DG5985
 DG5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE1610231068(NAD 83)
 DG5985_MARKER: DD = SURVEY DISK
 DG5985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5985_STAMPING: CASS-9N6E
 DG5985_MARK LOGO: IL-017
 DG5985_PROJECTION: FLUSH
 DG5985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5985+STABILITY: SURFACE MOTION
 DG5985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5985+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DG5985
 DG5985  HISTORY     - Date     Condition        Report By
 DG5985  HISTORY     - 20031104 MONUMENTED       ILDT
 DG5985  HISTORY     - 20031104 GOOD             ILDT
 DG5985
 DG5985                          STATION DESCRIPTION
 DG5985
 DG5985'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG5985'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (DEL) THE
 DG5985'STATION IS LOCATED 2.2 MILES WEST SOUTH WEST OF THE CENTER OF
 DG5985'BEARDSTOWN. TO  REACH FROM INTERSECTION OF ILLINOIS ROUTE 100/US 67
 DG5985'AND ILLINOIS ROUTE 125 AT THE  SOUTHWEST EDGE OF BEARDSTOWN, GO NORTH
 DG5985'WEST ON US 67 FOR 0.5 MILES TO A CROSSROAD,  GO SOUTHWEST ON SOUTH
 DG5985'BEARDSTOWN DRAINAGE ROAD FOR 1.52 MILE TO THE STATION ON THE  LEFT.
 DG5985'25.5' SOUTH OF THE CENTERLINE OF SOUTH BEARDSTOWN DRAINAGE ROAD,
 DG5985'16.8'EAST OF A  POWER POLE, 185.0' EAST OF THE CENTERLINE OF A PRIVATE
 DG5985'ENTRANCE, 1.0' NORTH OF A WITNESS  POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1493 ***********************************************************************
 HB1493  DESIGNATION -  CAVE IN ROCK MUNICIPAL TANK
 HB1493  PID         -  HB1493
 HB1493  STATE/COUNTY-  IL/HARDIN
 HB1493  USGS QUAD   -  CAVE IN ROCK (1996)
 HB1493
 HB1493                         *CURRENT SURVEY CONTROL
 HB1493  ___________________________________________________________________
 HB1493* NAD 83(1997)-  37 28 06.72939(N)    088 10 07.13337(W)     ADJUSTED  
 HB1493* NAVD 88     -                                                        
 HB1493  ___________________________________________________________________
 HB1493  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HB1493  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HB1493
 HB1493  HORZ ORDER  -  THIRD
 HB1493
 HB1493.The horizontal coordinates were established by classical geodetic methods
 HB1493.and adjusted by the National Geodetic Survey in October 1999..
 HB1493
 HB1493
 HB1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1493
 HB1493.The geoid height was determined by GEOID03.
 HB1493
 HB1493;                    North         East     Units Scale Factor Converg.
 HB1493;SPC IL E     -    89,001.093   314,568.109   MT  0.99997761   +0 06 00.7
 HB1493;SPC IL E     -   291,997.75  1,032,045.54   sFT  0.99997761   +0 06 00.7
 HB1493;SPC KY1Z     - 1,128,760.453 1,286,079.155   MT  0.99993013   -1 29 05.8
 HB1493;SPC KY1Z     - 3,703,274.92  4,219,411.36   sFT  0.99993013   -1 29 05.8
 HB1493;SPC KY S     -   628,717.236   286,074.720   MT  0.99994814   -1 28 00.5
 HB1493;SPC KY S     - 2,062,716.47    938,563.48   sFT  0.99994814   -1 28 00.5
 HB1493;UTM  16      - 4,147,491.824   396,657.894   MT  0.99973155   -0 42 39.5
 HB1493
 HB1493                          SUPERSEDED SURVEY CONTROL
 HB1493
 HB1493  NAD 83(1997)-  37 28 06.72849(N)    088 10 07.13272(W) AD(       ) 4
 HB1493  NAD 83(1986)-  37 28 06.73471(N)    088 10 07.13565(W) AD(       ) 4
 HB1493  NAD 27      -  37 28 06.57264(N)    088 10 07.03030(W) AD(       ) 3
 HB1493
 HB1493.Superseded values are not recommended for survey control.
 HB1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1493.See file dsdata.txt to determine how the superseded data were derived.
 HB1493
 HB1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9665847492(NAD 83)
 HB1493_MARKER: 51 = TANK
 HB1493
 HB1493  HISTORY     - Date     Condition        Report By
 HB1493  HISTORY     - 1962     FIRST OBSERVED   CGS
 HB1493
 HB1493                          STATION DESCRIPTION
 HB1493
 HB1493'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0783 ***********************************************************************
 LC0783  DESIGNATION -  CAYUGA
 LC0783  PID         -  LC0783
 LC0783  STATE/COUNTY-  IL/LIVINGSTON
 LC0783  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0783
 LC0783                         *CURRENT SURVEY CONTROL
 LC0783  ___________________________________________________________________
 LC0783* NAD 83(1997)-  40 56 20.13758(N)    088 34 38.65096(W)     ADJUSTED  
 LC0783* NAVD 88     -       210.441  (meters)     690.42   (feet)  ADJUSTED  
 LC0783  ___________________________________________________________________
 LC0783  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 LC0783  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0783  DYNAMIC HT  -         210.353 (meters)     690.13  (feet)  COMP
 LC0783  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 LC0783
 LC0783  HORZ ORDER  -  SECOND
 LC0783  VERT ORDER  -  SECOND    CLASS 0
 LC0783
 LC0783.The horizontal coordinates were established by classical geodetic methods
 LC0783.and adjusted by the National Geodetic Survey in October 1999..
 LC0783
 LC0783.The orthometric height was determined by differential leveling
 LC0783.and adjusted by the National Geodetic Survey in June 1991..
 LC0783
 LC0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0783
 LC0783.The geoid height was determined by GEOID03.
 LC0783
 LC0783.The dynamic height is computed by dividing the NAVD 88
 LC0783.geopotential number by the normal gravity value computed on the
 LC0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0783.degrees latitude (g = 980.6199 gals.).
 LC0783
 LC0783.The modeled gravity was interpolated from observed gravity values.
 LC0783
 LC0783;                    North         East     Units Scale Factor Converg.
 LC0783;SPC IL E     -   474,288.304   279,446.712   MT  0.99998020   -0 09 35.7
 LC0783;SPC IL E     - 1,556,060.88    916,818.09   sFT  0.99998020   -0 09 35.7
 LC0783;UTM  16      - 4,533,175.309   367,213.206   MT  0.99981702   -1 02 01.5
 LC0783
 LC0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0783!SPC IL E     -   0.99997204  x   0.99998020  =   0.99995224
 LC0783!UTM  16      -   0.99997204  x   0.99981702  =   0.99978906
 LC0783
 LC0783|---------------------------------------------------------------------|
 LC0783| PID    Reference Object                     Distance      Geod. Az  |
 LC0783|                                                           dddmmss.s |
 LC0783| LC0781 CAYUGA RM 1                          22.890 METERS 00228     |
 LC0783| LC0782 CAYUGA RM 2                          19.138 METERS 06244     |
 LC0783| CI6810 CAYUGA AZ MK                                       1783953.1 |
 LC0783|---------------------------------------------------------------------|
 LC0783
 LC0783                          SUPERSEDED SURVEY CONTROL
 LC0783
 LC0783  NAD 83(1986)-  40 56 20.14811(N)    088 34 38.65553(W) AD(       ) 2
 LC0783  NAD 27      -  40 56 20.03270(N)    088 34 38.45020(W) AD(       ) 2
 LC0783  NGVD 29 (??/??/92)  210.504  (m)          690.63   (f) ADJ UNCH    2 0
 LC0783
 LC0783.Superseded values are not recommended for survey control.
 LC0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0783.See file dsdata.txt to determine how the superseded data were derived.
 LC0783
 LC0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6721333175(NAD 83)
 LC0783_MARKER: DE = TRAVERSE STATION DISK
 LC0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0783_STAMPING: CAYUGA 1960
 LC0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0783+STABILITY: SURFACE MOTION
 LC0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0783+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 LC0783
 LC0783  HISTORY     - Date     Condition        Report By
 LC0783  HISTORY     - 1961     MONUMENTED       CGS
 LC0783  HISTORY     - 1961     GOOD             NGS
 LC0783  HISTORY     - 1970     GOOD             ILDT
 LC0783  HISTORY     - 1990     GOOD             USPSQD
 LC0783  HISTORY     - 20020829 GOOD             CMT
 LC0783
 LC0783                          STATION DESCRIPTION
 LC0783
 LC0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC0783'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PONTIAC,
 LC0783'ABOUT 5 MILES SOUTHWEST OF ODELL AND ABOUT 0.5 MILE EAST-SOUTHEAST
 LC0783'OF ELEVATORS IN THE SMALL SETTLEMENT OF CAYUGA.
 LC0783'
 LC0783'TO REACH THE STATION FROM THE CROSSROADS ON U.S. HIGHWAY 66
 LC0783'AT THE JACOBSON ELEVATORS IN CAYUGA, GO EAST ACROSS RAILROAD
 LC0783'TRACKS, KEEP RIGHT FORK AND GO SOUTH FOR 0.1 MILE TO FORK,
 LC0783'TURN LEFT AND GO EAST FOR 0.35 MILE TO WHERE ROAD TURNS RIGHT,
 LC0783'TURN RIGHT FOR 0.05 MILE TO FENCE CORNER AND STATION ON RIGHT.
 LC0783'
 LC0783'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 LC0783'0.35 MILE TO AZIMUTH MARK ON LEFT.
 LC0783'
 LC0783'STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN THE
 LC0783'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 LC0783'WITH THE SURFACE OF THE GROUND AND IS STAMPED CAYUGA 1960.
 LC0783'THE MARK IS 77 FEET SOUTH OF POWER POLE, 25 FEET WEST OF
 LC0783'CENTER OF ROAD, 4 FEET NORTHWEST OF FENCE CORNER AND 3.3
 LC0783'FEET NORTHWEST OF WITNESS POST.
 LC0783'
 LC0783'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 LC0783'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC0783'SURFACE OF THE GROUND AND IS STAMPED CAYUGA NO 1 1960.  THE
 LC0783'MARK IS 78 FEET NORTH OF WITNESS POST, 22 FEET WEST OF CENTER
 LC0783'OF ROAD, 2 FEET SOUTH OF POWER POLE AND 1 FOOT EAST OF FENCE.
 LC0783'
 LC0783'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 LC0783'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LC0783'THE SURFACE OF THE GROUND AND IS STAMPED CAYUGA NO 2 1960.
 LC0783'THE MARK IS 73 FEET NORTH OF CENTER OF DRIVEWAY, 33 FEET
 LC0783'EAST OF CENTER OF ROAD AND 2.7 FEET SOUTH OF TELEPHONE POLE.
 LC0783'
 LC0783'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12
 LC0783'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC0783'OF THE GROUND AND IS STAMPED CAYUGA 1960.  THE MARK IS 160
 LC0783'FEET SOUTH OF CENTER OF DRIVEWAY TO HOUSE, 27 FEET EAST OF
 LC0783'CENTER OF ROAD, 8 FEET WEST-SOUTHWEST OF FENCE CORNER, 2.3 FEET
 LC0783'NORTHWEST OF WITNESS POST AND 1 FOOT WEST OF FENCE.
 LC0783'
 LC0783'DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 70.03 FT.
 LC0783'
 LC0783'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 LC0783
 LC0783                          STATION RECOVERY (1961)
 LC0783
 LC0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0783'5.4 MI NE FROM PONTIAC.
 LC0783'ABOUT 4.85 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0783'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, TO THE
 LC0783'SMALL COMMUNITY OF CAYUGA, THENCE 0.05 MILES EAST ALONG AN ASPHALT
 LC0783'ROAD, THENCE 0.05 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE 0.3
 LC0783'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.10 MILES SOUTH ALONG
 LC0783'A GRAVEL ROAD, AT A DRIVE EAST TO A FARM HOUSE, AND A FIELD
 LC0783'ENTRANCE WEST OF THE ROAD, 22 FEET WEST OF THE CENTER LINE OF THE
 LC0783'ROAD, 14 FEET NORTH OF THE CENTER LINE OF THE FIELD ENTRANCE,
 LC0783'45 FEET NORTH OF THE EXTENDED CENTER LINE OF THE DRIVE EAST TO
 LC0783'THE FARM HOUSE, 4 FEET NORTHWEST OF A FENCE CORNER, 3 FEET WEST
 LC0783'OF A FENCE, 3 FEET NORTH OF A FENCE, 3.3 FEET NORTH-NORTHWEST
 LC0783'OF A METAL WITNESS POST, 0.5 FEET ABOVE THE LEVEL OF THE ROAD,
 LC0783'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LC0783
 LC0783                          STATION RECOVERY (1970)
 LC0783
 LC0783'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (JKK)
 LC0783'CAYUGA 1960-GOOD DESCRIPTION IS O.K.
 LC0783'
 LC0783'CAYUGA NO. 1 1960-GOOD DESCRIPTION IS O.K.
 LC0783'
 LC0783'CAYUGA NO. 2 1960-GOOD DESCRIPTION IS ADEQUATE SEE NOTE
 LC0783'
 LC0783'CAYUGA 1960-AZI. MK. GOOD DESCRIPTION IS GOOD
 LC0783'
 LC0783'NOTE--THE OLD TELEPHONE POLES WERE REMOVED AND NEW ONES WERE
 LC0783'SET IN AREA.  THE NEW TIE FOR CAYUGA NO. 2 IS 32.8 NORTH OF
 LC0783'TELEPHONE POLE.
 LC0783
 LC0783                          STATION RECOVERY (1990)
 LC0783
 LC0783'RECOVERY NOTE BY US POWER SQUADRON 1990 (CJK)
 LC0783'RECOVERED IN GOOD CONDITION.
 LC0783
 LC0783                          STATION RECOVERY (2002)
 LC0783
 LC0783'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 LC0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0781 ***********************************************************************
 LC0781  DESIGNATION -  CAYUGA RM 1
 LC0781  PID         -  LC0781
 LC0781  STATE/COUNTY-  IL/LIVINGSTON
 LC0781  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0781
 LC0781                         *CURRENT SURVEY CONTROL
 LC0781  ___________________________________________________________________
 LC0781* NAD 83(1986)-  40 56 20.     (N)    088 34 38.     (W)     SCALED    
 LC0781* NAVD 88     -       210.149  (meters)     689.46   (feet)  ADJUSTED  
 LC0781  ___________________________________________________________________
 LC0781  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0781  DYNAMIC HT  -         210.060 (meters)     689.17  (feet)  COMP
 LC0781  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 LC0781
 LC0781  VERT ORDER  -  SECOND    CLASS 0
 LC0781
 LC0781.The horizontal coordinates were scaled from a topographic map and have
 LC0781.an estimated accuracy of +/- 6 seconds.
 LC0781
 LC0781.The orthometric height was determined by differential leveling
 LC0781.and adjusted by the National Geodetic Survey in June 1991..
 LC0781
 LC0781.The geoid height was determined by GEOID03.
 LC0781
 LC0781.The dynamic height is computed by dividing the NAVD 88
 LC0781.geopotential number by the normal gravity value computed on the
 LC0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0781.degrees latitude (g = 980.6199 gals.).
 LC0781
 LC0781.The modeled gravity was interpolated from observed gravity values.
 LC0781
 LC0781;                    North         East    Units  Estimated Accuracy
 LC0781;SPC IL E     -   474,280.      279,460.      MT  (+/- 180 meters Scaled)
 LC0781
 LC0781                          SUPERSEDED SURVEY CONTROL
 LC0781
 LC0781  NGVD 29 (??/??/92)  210.211  (m)          689.67   (f) ADJ UNCH    2 0
 LC0781
 LC0781.Superseded values are not recommended for survey control.
 LC0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0781.See file dsdata.txt to determine how the superseded data were derived.
 LC0781
 LC0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL672331(NAD 83)
 LC0781_MARKER: DR = REFERENCE MARK DISK
 LC0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0781_STAMPING: CAYUGA NO 1 1960
 LC0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0781+STABILITY: SURFACE MOTION
 LC0781
 LC0781  HISTORY     - Date     Condition        Report By
 LC0781  HISTORY     - 1960     MONUMENTED       CGS
 LC0781  HISTORY     - 1961     GOOD             NGS
 LC0781
 LC0781                          STATION DESCRIPTION
 LC0781
 LC0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0781'5.4 MI NE FROM PONTIAC.
 LC0781'ABOUT 4.85 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0781'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, TO THE
 LC0781'SMALL COMMUNITY OF CAYUGA, THENCE 0.05 MILES EAST ALONG AN
 LC0781'ASPHALT ROAD, THENCE 0.05 MILES SOUTH ALONG AN ASPHALT ROAD,
 LC0781'THENCE 0.3 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.10 MILES
 LC0781'SOUTH ALONG A GRAVEL ROAD, AT A DRIVE EAST TO A FARM HOUSE,
 LC0781'AND A FIELD ENTRANCE WEST OF THE ROAD, 21 FEET WEST OF THE
 LC0781'CENTER LINE OF THE ROAD, 0.5 FEET EAST OF THE FENCE, 78 FEET NORTH
 LC0781'OF A FENCE CORNER, 120 FEET NORTH OF THE EXTENDED CENTER LINE
 LC0781'OF THE FARM DRIVE EAST, 7.5 FEET SOUTH OF A POWER POLE, 75.2
 LC0781'FEET NORTH OF TRAVERSE STATION CAYUGA, 78.1 FEET NORTH OF A METAL
 LC0781'WITNESS POST, 0.5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 LC0781'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0782 ***********************************************************************
 LC0782  DESIGNATION -  CAYUGA RM 2
 LC0782  PID         -  LC0782
 LC0782  STATE/COUNTY-  IL/LIVINGSTON
 LC0782  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0782
 LC0782                         *CURRENT SURVEY CONTROL
 LC0782  ___________________________________________________________________
 LC0782* NAD 83(1986)-  40 56 20.     (N)    088 34 38.     (W)     SCALED    
 LC0782* NAVD 88     -       210.502  (meters)     690.62   (feet)  ADJUSTED  
 LC0782  ___________________________________________________________________
 LC0782  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0782  DYNAMIC HT  -         210.413 (meters)     690.33  (feet)  COMP
 LC0782  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 LC0782
 LC0782  VERT ORDER  -  SECOND    CLASS 0
 LC0782
 LC0782.The horizontal coordinates were scaled from a topographic map and have
 LC0782.an estimated accuracy of +/- 6 seconds.
 LC0782
 LC0782.The orthometric height was determined by differential leveling
 LC0782.and adjusted by the National Geodetic Survey in June 1991..
 LC0782
 LC0782.The geoid height was determined by GEOID03.
 LC0782
 LC0782.The dynamic height is computed by dividing the NAVD 88
 LC0782.geopotential number by the normal gravity value computed on the
 LC0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0782.degrees latitude (g = 980.6199 gals.).
 LC0782
 LC0782.The modeled gravity was interpolated from observed gravity values.
 LC0782
 LC0782;                    North         East    Units  Estimated Accuracy
 LC0782;SPC IL E     -   474,280.      279,460.      MT  (+/- 180 meters Scaled)
 LC0782
 LC0782                          SUPERSEDED SURVEY CONTROL
 LC0782
 LC0782  NGVD 29 (??/??/92)  210.565  (m)          690.83   (f) ADJ UNCH    2 0
 LC0782
 LC0782.Superseded values are not recommended for survey control.
 LC0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0782.See file dsdata.txt to determine how the superseded data were derived.
 LC0782
 LC0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL672331(NAD 83)
 LC0782_MARKER: DR = REFERENCE MARK DISK
 LC0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0782_STAMPING: CAYUGA NO 2 1960
 LC0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0782+STABILITY: SURFACE MOTION
 LC0782
 LC0782  HISTORY     - Date     Condition        Report By
 LC0782  HISTORY     - 1960     MONUMENTED       CGS
 LC0782  HISTORY     - 1961     GOOD             NGS
 LC0782
 LC0782                          STATION DESCRIPTION
 LC0782
 LC0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0782'5.4 MI NW FROM PONTIAC.
 LC0782'ABOUT 4.85 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0782'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, TO THE
 LC0782'SMALL COMMUNITY OF CAYUGA, THENCE 0.05 MILES EAST ALONG AN ASPHALT
 LC0782'ROAD, THENCE 0.05 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE 0.3
 LC0782'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.10 MILES SOUTH ALONG
 LC0782'A GRAVEL ROAD, AT A DRIVE EAST TO A FARM HOUSE, AND A FIELD
 LC0782'ENTRANCE WEST OF THE ROAD, 35 FEET EAST OF THE CENTER LINE OF
 LC0782'THE ROAD, 75 FEET SOUTH OF THE CENTER LINE OF THE DRIVE EAST,
 LC0782'2.8 FEET SOUTH OF A TELEPHONE POLE, 62 FEET NORTHEAST AND ACROSS
 LC0782'THE ROAD FROM A FENCE CORNER, 62.9 FEET NORTHEAST AND ACROSS THE
 LC0782'ROAD FROM TRAVERSE STATION CAYUGA, 63.0 FEET NORTHEAST OF A METAL
 LC0782'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN
 LC0782'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1833 ***********************************************************************
 LC1833  DESIGNATION -  CAYUGA SINCLAIR PIPELINE MAST
 LC1833  PID         -  LC1833
 LC1833  STATE/COUNTY-  IL/LIVINGSTON
 LC1833  USGS QUAD   -  NORTHWEST PONTIAC (1983)
 LC1833
 LC1833                         *CURRENT SURVEY CONTROL
 LC1833  ___________________________________________________________________
 LC1833* NAD 83(1997)-  40 56 42.35210(N)    088 38 45.65266(W)     ADJUSTED  
 LC1833* NAVD 88     -                                                        
 LC1833  ___________________________________________________________________
 LC1833  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 LC1833  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC1833
 LC1833  HORZ ORDER  -  THIRD
 LC1833
 LC1833.The horizontal coordinates were established by classical geodetic methods
 LC1833.and adjusted by the National Geodetic Survey in October 1999..
 LC1833
 LC1833
 LC1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1833
 LC1833.The geoid height was determined by GEOID03.
 LC1833
 LC1833;                    North         East     Units Scale Factor Converg.
 LC1833;SPC IL E     -   474,991.957   273,671.323   MT  0.99998353   -0 12 17.7
 LC1833;SPC IL E     - 1,558,369.45    897,870.00   sFT  0.99998353   -0 12 17.7
 LC1833;UTM  16      - 4,533,966.840   361,450.116   MT  0.99983627   -1 04 43.9
 LC1833
 LC1833                          SUPERSEDED SURVEY CONTROL
 LC1833
 LC1833  NAD 83(1986)-  40 56 42.36369(N)    088 38 45.65673(W) AD(       ) 4
 LC1833  NAD 27      -  40 56 42.25000(N)    088 38 45.44600(W) AD(       ) 3
 LC1833
 LC1833.Superseded values are not recommended for survey control.
 LC1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1833.See file dsdata.txt to determine how the superseded data were derived.
 LC1833
 LC1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6145033967(NAD 83)
 LC1833_MARKER: 42 = RADIO/TV MAST
 LC1833
 LC1833  HISTORY     - Date     Condition        Report By
 LC1833  HISTORY     - 1961     FIRST OBSERVED   CGS
 LC1833
 LC1833                          STATION DESCRIPTION
 LC1833
 LC1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC1833'STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF ODELL AND
 LC1833'5.0 MILES NORTH OF PONTIAC.
 LC1833'
 LC1833'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 LC1833'ROUTE 23 IN THE NORTHWEST EDGE OF PONTIAC, GO NORTH ON
 LC1833'STATE ROUTE 23 FOR 4.25 MILES TO STATION ON LEFT.
 LC1833'
 LC1833'STATION IS A STEEL STRUCTURE PAINTED RED AND WHITE, HAS
 LC1833'TWO REFLECTORS NEAR TOP, HAS RED LIGHT ATOP AND IS 260 FEET
 LC1833'HIGH.
 LC1833'
 LC1833'POINT INTERSECTED WAS RED LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1897 ***********************************************************************
 LC1897  DESIGNATION -  CAZENOVIA EDUC TV MAST
 LC1897  PID         -  LC1897
 LC1897  STATE/COUNTY-  IL/WOODFORD
 LC1897  USGS QUAD   -  METAMORA (1977)
 LC1897
 LC1897                         *CURRENT SURVEY CONTROL
 LC1897  ___________________________________________________________________
 LC1897* NAD 83(1997)-  40 50 01.49610(N)    089 18 53.41730(W)     ADJUSTED  
 LC1897* NAVD 88     -                                                        
 LC1897  ___________________________________________________________________
 LC1897  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 LC1897  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LC1897
 LC1897  HORZ ORDER  -  THIRD
 LC1897
 LC1897.The horizontal coordinates were established by classical geodetic methods
 LC1897.and adjusted by the National Geodetic Survey in October 1999..
 LC1897
 LC1897
 LC1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1897
 LC1897.The geoid height was determined by GEOID03.
 LC1897
 LC1897;                    North         East     Units Scale Factor Converg.
 LC1897;SPC IL W     -   462,913.268   771,844.693   MT  1.00000468   +0 33 25.2
 LC1897;SPC IL W     - 1,518,741.28  2,532,293.80   sFT  1.00000468   +0 33 25.2
 LC1897;UTM  16      - 4,522,880.663   304,822.416   MT  1.00006890   -1 30 50.7
 LC1897
 LC1897                          SUPERSEDED SURVEY CONTROL
 LC1897
 LC1897  NAD 83(1986)-  40 50 01.50949(N)    089 18 53.42182(W) AD(       ) 4
 LC1897  NAD 27      -  40 50 01.37801(N)    089 18 53.11428(W) AD(       ) 3
 LC1897
 LC1897.Superseded values are not recommended for survey control.
 LC1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1897.See file dsdata.txt to determine how the superseded data were derived.
 LC1897
 LC1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0482222881(NAD 83)
 LC1897
 LC1897  HISTORY     - Date     Condition        Report By
 LC1897  HISTORY     - 1969     MONUMENTED       CGS
 LC1897  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC1897
 LC1897                          STATION DESCRIPTION
 LC1897
 LC1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1897'THE STATION IS THE RED LIGHT ATOP THE CAZENOVIA, EDUCATIONAL
 LC1897'TELEVISION RELAY MAST THAT IS LOCATED ABOUT 1-1/2 MILES SOUTH
 LC1897'OF LOW POINT AND 1 MILE EAST OF CAZENOVIA.  THE MAST IS
 LC1897'TRIANGULAR IS CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED
 LC1897'AND WHITE AND IS 500 FEET IN HEIGHT.
 LC1897
 LC1897                          STATION RECOVERY (1998)
 LC1897
 LC1897'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1640 ***********************************************************************
 MF1640  DESIGNATION -  CEDAR
 MF1640  PID         -  MF1640
 MF1640  STATE/COUNTY-  IL/LA SALLE
 MF1640  USGS QUAD   -  LA SALLE (1993)
 MF1640
 MF1640                         *CURRENT SURVEY CONTROL
 MF1640  ___________________________________________________________________
 MF1640* NAD 83(1997)-  41 15 33.47125(N)    089 06 40.48569(W)     ADJUSTED  
 MF1640* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 MF1640  ___________________________________________________________________
 MF1640  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 MF1640  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MF1640
 MF1640  HORZ ORDER  -  SECOND
 MF1640
 MF1640.The horizontal coordinates were established by classical geodetic methods
 MF1640.and adjusted by the National Geodetic Survey in October 1999..
 MF1640
 MF1640.The orthometric height was scaled from a topographic map.
 MF1640
 MF1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1640
 MF1640.The geoid height was determined by GEOID03.
 MF1640
 MF1640;                    North         East     Units Scale Factor Converg.
 MF1640;SPC IL E     -   510,129.597   234,808.707   MT  1.00002728   -0 30 46.9
 MF1640;SPC IL E     - 1,673,650.19    770,368.23   sFT  1.00002728   -0 30 46.9
 MF1640;SPC IL W     -   510,357.726   788,444.558   MT  1.00003741   +0 41 45.8
 MF1640;SPC IL W     - 1,674,398.64  2,586,755.19   sFT  1.00003741   +0 41 45.8
 MF1640;UTM  16      - 4,569,691.671   323,133.365   MT  0.99998500   -1 23 33.6
 MF1640
 MF1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1640!SPC IL E     -   0.99997489  x   1.00002728  =   1.00000217
 MF1640!SPC IL W     -   0.99997489  x   1.00003741  =   1.00001230
 MF1640!UTM  16      -   0.99997489  x   0.99998500  =   0.99995990
 MF1640
 MF1640:                Primary Azimuth Mark                     Grid Az
 MF1640:SPC IL E     -  PERU WESTERN CLOCK CO W STACK            002 26 47.1
 MF1640:SPC IL W     -  PERU WESTERN CLOCK CO W STACK            001 14 14.4
 MF1640:UTM  16      -  PERU WESTERN CLOCK CO W STACK            003 19 33.8
 MF1640
 MF1640|---------------------------------------------------------------------|
 MF1640| PID    Reference Object                     Distance      Geod. Az  |
 MF1640|                                                           dddmmss.s |
 MF1640| MF1636 PERU WESTERN CLOCK CO W STACK       APPROX. 7.6 KM 0015600.2 |
 MF1640| MF1629 LA SALLE CATH CHURCH W SPIRE        APPROX. 8.9 KM 0094357.8 |
 MF1640| MF1633 OGLESBY MARQUETTE CO NE STACK       APPROX. 6.8 KM 0515432.1 |
 MF1640| MF1639 LEA                                 APPROX. 3.4 KM 0980557.1 |
 MF1640|---------------------------------------------------------------------|
 MF1640
 MF1640                          SUPERSEDED SURVEY CONTROL
 MF1640
 MF1640  NAD 83(1986)-  41 15 33.47612(N)    089 06 40.48850(W) AD(       ) 2
 MF1640
 MF1640.Superseded values are not recommended for survey control.
 MF1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1640.See file dsdata.txt to determine how the superseded data were derived.
 MF1640
 MF1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2313369692(NAD 83)
 MF1640_MARKER: I = METAL ROD
 MF1640_SETTING: 0 = UNSPECIFIED SETTING
 MF1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1640
 MF1640  HISTORY     - Date     Condition        Report By
 MF1640  HISTORY     - 1972     MONUMENTED       ILDT
 MF1640  HISTORY     - 19970820 MARK NOT FOUND   USPSQD
 MF1640  HISTORY     - 20020826 MARK NOT FOUND   USPSQD
 MF1640
 MF1640                          STATION DESCRIPTION
 MF1640
 MF1640'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 MF1640'TO REACH FROM THE JUNCTION US RT. 51 AND ILL. RT 71 SOUTH OF OGLESBY,
 MF1640'GO WEST ON ILL. RT. 71 FOR 2.0 MILES TO A GRAVEL CROSSROAD, TURN
 MF1640'LEFT AND GO SOUTH FOR 0.40 MILE TO THE STATION ON THE RIGHT.
 MF1640'STATION IS A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP 22 FT. WEST
 MF1640'OF THE CENTER OF GRAVEL ROAD, 84 FT. SOUTH OF A FENCE CORNER
 MF1640'(WHICH IS THE SE COR. OF A LOT CONTAINING METAL GRAIN BINS), AND
 MF1640'ON THE ROAD WEST R.O.W. LINE.
 MF1640'
 MF1640'LOCATION 1.0 MILE SE OF CEDAR POINT.
 MF1640
 MF1640                          STATION RECOVERY (1997)
 MF1640
 MF1640'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1640'MARK NOT FOUND.
 MF1640
 MF1640                          STATION RECOVERY (2002)
 MF1640
 MF1640'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9194 ***********************************************************************
 DG9194  DESIGNATION -  CEDARVILLE 1
 DG9194  PID         -  DG9194
 DG9194  STATE/COUNTY-  IL/STEPHENSON
 DG9194  USGS QUAD   -  ORANGEVILLE (1971)
 DG9194
 DG9194                         *CURRENT SURVEY CONTROL
 DG9194  ___________________________________________________________________
 DG9194* NAD 83(1997)-  42 24 23.08266(N)    089 38 00.20274(W)     ADJUSTED  
 DG9194* NAVD 88     -       281.7    (meters)     924.     (feet)  GPS OBS   
 DG9194  ___________________________________________________________________
 DG9194  X           -      30,180.875 (meters)                     COMP
 DG9194  Y           -  -4,716,760.405 (meters)                     COMP
 DG9194  Z           -   4,279,211.749 (meters)                     COMP
 DG9194  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DG9194  ELLIP HEIGHT-         248.32  (meters)          (03/01/05) GPS OBS
 DG9194  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DG9194
 DG9194  HORZ ORDER  -  FIRST
 DG9194  ELLP ORDER  -  FOURTH    CLASS I
 DG9194
 DG9194.The horizontal coordinates were established by GPS observations
 DG9194.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9194
 DG9194.The orthometric height was determined by GPS observations and a
 DG9194.high-resolution geoid model.
 DG9194
 DG9194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9194
 DG9194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9194
 DG9194.The ellipsoidal height was determined by GPS observations
 DG9194.and is referenced to NAD 83.
 DG9194
 DG9194.The geoid height was determined by GEOID03.
 DG9194
 DG9194;                    North         East     Units Scale Factor Converg.
 DG9194;SPC IL W     -   637,360.800   743,897.632   MT  0.99996488   +0 21 34.7
 DG9194;SPC IL W     - 2,091,074.56  2,440,604.15   sFT  0.99996488   +0 21 34.7
 DG9194;UTM  16      - 4,698,260.967   283,295.141   MT  1.00017783   -1 46 35.8
 DG9194
 DG9194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9194!SPC IL W     -   0.99996106  x   0.99996488  =   0.99992594
 DG9194!UTM  16      -   0.99996106  x   1.00017783  =   1.00013888
 DG9194
 DG9194                          SUPERSEDED SURVEY CONTROL
 DG9194
 DG9194.No superseded survey control is available for this station.
 DG9194
 DG9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8329598261(NAD 83)
 DG9194_MARKER: A = ALUMINUM MARKER
 DG9194_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9194_STAMPING: CEDARVILLE NO. 1
 DG9194_MARK LOGO: FGRAH 
 DG9194_PROJECTION: RECESSED 8 CENTIMETERS
 DG9194_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9194+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9194_ROD/PIPE-DEPTH: 3.35 meters
 DG9194
 DG9194  HISTORY     - Date     Condition        Report By
 DG9194  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9194
 DG9194                          STATION DESCRIPTION
 DG9194
 DG9194'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9194'STATION IS ABOUT 3.5 KM (2.2 MILES) NORTHEAST OF CEDARVILLE AND ABOUT
 DG9194'6.9 KM (4.3 MILES)  SOUTHEAST OF ORANGEVILLE (AIR LINE), IN SECTION
 DG9194'19, T 28 N, R 8 E ON PROPERTY OWNED BY  ROBERT BOLENDER. THIS STATION
 DG9194'IS 0.6M (2.0 FT) WEST OF A FENCE, 18.3M (60.0 FT) EAST OF THE
 DG9194'CENTERLINE OF PAVEMENT OF STATE HIGHWAY 26 AND 0.4M (1.3 FT) WEST OF
 DG9194'AN ORANGE  CARSONITE WITNESS SIGN.  MARK IS FLUSH WITH GROUND LEVEL.
 DG9194' 
 DG9194'TO REACH THE STATION FROM THE POST OFFICE ON CEDARVILLE ROAD IN
 DG9194'CEDARVILLE, GO EAST ON  CEDARVILLE ROAD 0.1 KM (0.1 MILES) TO STATE
 DG9194'HIGHWAY 26, THENTURN LEFT (NORTH) ON STATE  HIGHWAY 26,  3.6 KM (2.2
 DG9194'MILES) THE STATION ON THE RIGHT (EAST).
 DG9194' 
 DG9194'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9194'ALUMINUM ROD  DRIVEN TO A REFUSAL DEPTH OF 3.35M (11 FT). THE DISK IS
 DG9194'RECESSED 8.2 CM BELOW THE ALUMINUM  ACCESS COVER AND ENCASED IN A
 DG9194'6-INCH DIA. PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER  AND
 DG9194'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9217 ***********************************************************************
 DG9217  DESIGNATION -  CEDARVILLE 2
 DG9217  PID         -  DG9217
 DG9217  STATE/COUNTY-  IL/STEPHENSON
 DG9217  USGS QUAD   -  ORANGEVILLE (1971)
 DG9217
 DG9217                         *CURRENT SURVEY CONTROL
 DG9217  ___________________________________________________________________
 DG9217* NAD 83(1997)-  42 23 58.85391(N)    089 38 01.41605(W)     ADJUSTED  
 DG9217* NAVD 88     -       279.4    (meters)     917.     (feet)  GPS OBS   
 DG9217  ___________________________________________________________________
 DG9217  X           -      30,156.342 (meters)                     COMP
 DG9217  Y           -  -4,717,262.993 (meters)                     COMP
 DG9217  Z           -   4,278,658.102 (meters)                     COMP
 DG9217  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DG9217  ELLIP HEIGHT-         245.97  (meters)          (03/01/05) GPS OBS
 DG9217  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DG9217
 DG9217  HORZ ORDER  -  SECOND
 DG9217  ELLP ORDER  -  FOURTH    CLASS I
 DG9217
 DG9217.The horizontal coordinates were established by GPS observations
 DG9217.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9217
 DG9217.The orthometric height was determined by GPS observations and a
 DG9217.high-resolution geoid model.
 DG9217
 DG9217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9217
 DG9217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9217
 DG9217.The ellipsoidal height was determined by GPS observations
 DG9217.and is referenced to NAD 83.
 DG9217
 DG9217.The geoid height was determined by GEOID03.
 DG9217
 DG9217;                    North         East     Units Scale Factor Converg.
 DG9217;SPC IL W     -   636,613.068   743,874.578   MT  0.99996485   +0 21 33.7
 DG9217;SPC IL W     - 2,088,621.37  2,440,528.51   sFT  0.99996485   +0 21 33.7
 DG9217;UTM  16      - 4,697,514.454   283,244.222   MT  1.00017810   -1 46 35.8
 DG9217
 DG9217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9217!SPC IL W     -   0.99996142  x   0.99996485  =   0.99992628
 DG9217!UTM  16      -   0.99996142  x   1.00017810  =   1.00013952
 DG9217
 DG9217                          SUPERSEDED SURVEY CONTROL
 DG9217
 DG9217.No superseded survey control is available for this station.
 DG9217
 DG9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8324497514(NAD 83)
 DG9217_MARKER: A = ALUMINUM MARKER
 DG9217_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG9217+WITH SETTING: INFORMATION.
 DG9217_STAMPING: CEDARVILLE NO. 2
 DG9217_MARK LOGO: FGRAH 
 DG9217_PROJECTION: RECESSED 10 CENTIMETERS
 DG9217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9217+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9217_ROD/PIPE-DEPTH: 2.43 meters
 DG9217
 DG9217  HISTORY     - Date     Condition        Report By
 DG9217  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9217
 DG9217                          STATION DESCRIPTION
 DG9217
 DG9217'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9217'STATION IS ABOUT 3.5 KM (2.2 MILES) NORTHEAST OF CEDARVILLE AND ABOUT
 DG9217'6.9 KM (4.3 MILES)  SOUTHEAST OF ORANGEVILLE (AIR LINE), IN SECTION
 DG9217'25, T 28 N, R 7 E, ON PROPERTY OWNED BY  THE DOUBLE E TRUST. THIS
 DG9217'STATION IS 18.9M (62 FT) WEST OF THE CENTERLINE OF PAVEMENT OF  STATE
 DG9217'HIGHWAY 26, 0.3M (0.9 FT) EAST OF AN ORANGE CARSONITE WITNESS SIGN AND
 DG9217'5.9M (19.3 FT)  NORTH OF A POWER POLE.  MARK IS FLUSH WITH GROUND
 DG9217'LEVEL.
 DG9217' 
 DG9217'TO REACH THE STATION FROM THE POST OFFICE ON CEDARVILLE ROAD IN
 DG9217'CEDARVILLE, GO EAST ON  CEDARVILLE ROAD 0.1 KM (0.1 MILES) TO STATE
 DG9217'HIGHWAY 26, THEN TURN LEFT (NORTH) ON STATE  HIGHWAY 26,  1.9 KM (1.2
 DG9217'MILES) THE STATION ON THE LEFT (WEST).
 DG9217' 
 DG9217'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9217'ALUMINUM ROD  DRIVEN TO A REFUSAL DEPTH OF 2.43M (8 FT). THE DISK IS
 DG9217'RECESSED 10.0 CM BELOW THE ALUMINUM  ACCESS COVER AND ENCASED IN A
 DG9217'6-INCH DIA. PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER  AND
 DG9217'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2017 ***********************************************************************
 JB2017  DESIGNATION -  CENPORT
 JB2017  PID         -  JB2017
 JB2017  STATE/COUNTY-  IL/MARION
 JB2017  USGS QUAD   -  CENTRALIA EAST (1981)
 JB2017
 JB2017                         *CURRENT SURVEY CONTROL
 JB2017  ___________________________________________________________________
 JB2017* NAD 83(1997)-  38 30 39.55888(N)    089 05 32.47754(W)     ADJUSTED  
 JB2017* NAVD 88     -       160.3    (meters)     526.     (feet)  VERTCON   
 JB2017  ___________________________________________________________________
 JB2017  X           -      79,162.662 (meters)                     COMP
 JB2017  Y           -  -4,996,784.395 (meters)                     COMP
 JB2017  Z           -   3,950,064.737 (meters)                     COMP
 JB2017  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 JB2017  ELLIP HEIGHT-         129.75  (meters)          (10/21/99) GPS OBS
 JB2017  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JB2017
 JB2017  HORZ ORDER  -  FIRST
 JB2017  ELLP ORDER  -  FOURTH    CLASS I
 JB2017
 JB2017.This mark is at Centralia Airport (ENL)
 JB2017
 JB2017.The horizontal coordinates were established by GPS observations
 JB2017.and adjusted by the National Geodetic Survey in October 1999..
 JB2017
 JB2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2017
 JB2017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2017
 JB2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2017
 JB2017.The ellipsoidal height was determined by GPS observations
 JB2017.and is referenced to NAD 83.
 JB2017
 JB2017.The geoid height was determined by GEOID03.
 JB2017
 JB2017;                    North         East     Units Scale Factor Converg.
 JB2017;SPC IL E     -   204,966.882   233,799.727   MT  1.00002895   -0 28 21.5
 JB2017;SPC IL E     -   672,462.18    767,057.94   sFT  1.00002895   -0 28 21.5
 JB2017;SPC IL W     -   205,233.913   793,696.685   MT  1.00004925   +0 40 08.3
 JB2017;SPC IL W     -   673,338.26  2,603,986.54   sFT  1.00004925   +0 40 08.3
 JB2017;UTM  16      - 4,264,587.376   317,569.626   MT  1.00000986   -1 18 11.5
 JB2017
 JB2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2017!SPC IL E     -   0.99997964  x   1.00002895  =   1.00000859
 JB2017!SPC IL W     -   0.99997964  x   1.00004925  =   1.00002889
 JB2017!UTM  16      -   0.99997964  x   1.00000986  =   0.99998950
 JB2017
 JB2017                          SUPERSEDED SURVEY CONTROL
 JB2017
 JB2017  NAD 83(1986)-  38 30 39.57145(N)    089 05 32.47304(W) AD(       ) 1
 JB2017  NGVD 29 (06/25/91)  160.5    (m)          527.     (f) GPS OBS        
 JB2017
 JB2017.Superseded values are not recommended for survey control.
 JB2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2017.See file dsdata.txt to determine how the superseded data were derived.
 JB2017
 JB2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1757064587(NAD 83)
 JB2017_MARKER: I = METAL ROD
 JB2017_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2017_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2017_STAMPING: CENPORT 1990
 JB2017_MARK LOGO: NGS   
 JB2017_PROJECTION: FLUSH
 JB2017_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2017+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2017_ROD/PIPE-DEPTH: 4.7  meters
 JB2017_SLEEVE-DEPTH  : 1.0 meters
 JB2017
 JB2017  HISTORY     - Date     Condition        Report By
 JB2017  HISTORY     - 1990     MONUMENTED       NGS
 JB2017
 JB2017                          STATION DESCRIPTION
 JB2017
 JB2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2017'STATION IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF CENTRALIA, AT THE
 JB2017'CENTRALIA MUNICIPAL AIRPORT,, IN THE MEDIAN OF THE RUNWAY AND TAXI,
 JB2017'ON THE NORTH SIDE OF THE SOUTH ONE OF TWO CONNECTOR RAMPS, IN THE
 JB2017'SOUTHEAST 1/4 OF SECTION 21, T 1 N, R 1 E.  OWNERSHIP--CITY OF
 JB2017'CENTRALIA, 222 SOUTH POPLAR ST, CENTRALIA, IL 62801.  AIRPORT MANAGER
 JB2017'IS LESLIE ERB, PHONE 618-533-4269.
 JB2017'TO REACH FROM THE JUNCTION OF US HIGHWAY 51 NORTH AND STATE HIGHWAY
 JB2017'161 IN CENTRALIA, GO EAST ON HIGHWAY 161 FOR 3.00 KM (1.86 MI) TO A
 JB2017'CROSSROAD AT PEPSI PLANT.  TURN RIGHT, SOUTH, ON ROAD 250 E (AIRPORT
 JB2017'ROAD) FOR 0.82 KM (0.51 MI) TO A PAVED CROSSROAD.  TURN LEFT, EAST,
 JB2017'ON ROAD 300 N FOR 0.22 KM (0.14 MI) TO A PARKING LOT ENTRANCE ON THE
 JB2017'RIGHT AT LARGE HANGAR. TURN RIGHT, THEN RIGHT AGAIN THROUGH A GATE IN
 JB2017'NORTH-SOUTH FENCE, THEN LEFT, SOUTH, ON PAVEMENT FOR 0.11 KM
 JB2017'(0.07 MI) TO THE END OF T-HANGAR AND THE APRON.  TURN LEFT, EAST, ON
 JB2017'APRON FOR 0.23 KM (0.14 MI) TO THE TAXI.  TURN RIGHT, SOUTH, ON TAXI
 JB2017'FOR 0.64 KM (0.40 MI) TO A RAMP AND THE STATION ON THE LEFT.
 JB2017'STATION IS 52.6 M (172.6 FT) WEST OF THE CENTERLINE OF THE RUNWAY,
 JB2017'24.6 M (80.7 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 11.8 M
 JB2017'(38.7 FT) EAST OF A PURPLE TAXI LIGHT, 11.9 M (39.0 FT) NORTH OF THE
 JB2017'CENTERLINE OF THE TAXI CROSSOVER, 7.8 M (25.6 FT) SOUTHWEST OF THE
 JB2017'SOUTHWEST CORNER OF A TAXIWAY-RUNWAY 36 SIGN FOUNDATION, AT A WOODEN
 JB2017'FLAGGED STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1913 ***********************************************************************
 JB1913  DESIGNATION -  CENSUS CTR OF POPULATION
 JB1913  PID         -  JB1913
 JB1913  STATE/COUNTY-  IL/ST CLAIR
 JB1913  USGS QUAD   -  VENEDY (1979)
 JB1913
 JB1913                         *CURRENT SURVEY CONTROL
 JB1913  ___________________________________________________________________
 JB1913* NAD 83(1997)-  38 27 47.16327(N)    089 42 22.34814(W)     ADJUSTED  
 JB1913* NAVD 88     -       123.6    (meters)     406.     (feet)  GPS OBS   
 JB1913  ___________________________________________________________________
 JB1913  X           -      25,641.636 (meters)                     COMP
 JB1913  Y           -  -5,000,625.373 (meters)                     COMP
 JB1913  Z           -   3,945,880.983 (meters)                     COMP
 JB1913  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 JB1913  ELLIP HEIGHT-          93.21  (meters)          (07/19/01) GPS OBS
 JB1913  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB1913
 JB1913  HORZ ORDER  -  FIRST
 JB1913  ELLP ORDER  -  FOURTH    CLASS I
 JB1913
 JB1913.The horizontal coordinates were established by GPS observations
 JB1913.and adjusted by the National Geodetic Survey in July 2001..
 JB1913.No horizontal observational check was made to the station.
 JB1913
 JB1913.The orthometric height was determined by GPS observations and a
 JB1913.high-resolution geoid model.
 JB1913
 JB1913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1913
 JB1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1913
 JB1913.The ellipsoidal height was determined by GPS observations
 JB1913.and is referenced to NAD 83.
 JB1913
 JB1913.The geoid height was determined by GEOID03.
 JB1913
 JB1913;                    North         East     Units Scale Factor Converg.
 JB1913;SPC IL W     -   199,471.865   740,185.318   MT  0.99996106   +0 17 11.1
 JB1913;SPC IL W     -   654,433.94  2,428,424.66   sFT  0.99996106   +0 17 11.1
 JB1913;UTM  16      - 4,260,668.926   263,884.040   MT  1.00028662   -1 41 02.6
 JB1913
 JB1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1913!SPC IL W     -   0.99998538  x   0.99996106  =   0.99994644
 JB1913!UTM  16      -   0.99998538  x   1.00028662  =   1.00027199
 JB1913
 JB1913|---------------------------------------------------------------------|
 JB1913| PID    Reference Object                     Distance      Geod. Az  |
 JB1913|                                                           dddmmss.s |
 JB1913| JB1916 KRAUSZ AZ MK                        163.527 METERS 05646     |
 JB1913| JB1912 KRAUSZ                              APPROX. 0.7 KM 3425813.7 |
 JB1913| CI4086 CENSUS CTR OF POP RM 1              130.180 METERS 35559     |
 JB1913|---------------------------------------------------------------------|
 JB1913
 JB1913                          SUPERSEDED SURVEY CONTROL
 JB1913
 JB1913  NAD 83(1997)-  38 27 47.16343(N)    089 42 22.34437(W) AD(       ) 2
 JB1913  NAD 83(1986)-  38 27 47.17968(N)    089 42 22.34122(W) AD(       ) 2
 JB1913  NAD 27      -  38 27 47.00061(N)    089 42 21.99832(W) AD(       ) 2
 JB1913  NGVD 29 (07/19/86)  129.     (m)          423.     (f) VERT ANG       
 JB1913
 JB1913.Superseded values are not recommended for survey control.
 JB1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1913.See file dsdata.txt to determine how the superseded data were derived.
 JB1913
 JB1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6388460669(NAD 83)
 JB1913_MARKER: DS = TRIANGULATION STATION DISK
 JB1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1913
 JB1913  HISTORY     - Date     Condition        Report By
 JB1913  HISTORY     - 1971     MONUMENTED       NGS
 JB1913  HISTORY     - 1971     GOOD             NGS
 JB1913  HISTORY     - 20010501 GOOD             NGS
 JB1913
 JB1913                          STATION DESCRIPTION
 JB1913
 JB1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1913'THE STATION IS LOCATED IN CULTIVATED LAND, IN THE NORTHEAST 0.25
 JB1913'SECTION 12, T 1 S, R
 JB1913'6 W, OWNED BY MR LAWRENCE FRIEDERICH, ABOUT 1.8 MILES
 JB1913'SOUTHWEST OF NEW MEMPHIS, 489
 JB1913'FEET WEST OF CENTER OF ST CLAIR-CLINTON
 JB1913'COUNTY LINE ROAD, 425 FEET SOUTH OF SOUTH RAIL
 JB1913'OF THE LOUISVILLE AND
 JB1913'NASHVILLE RAILWAY AND 47 FEET NORTH OF DRAINAGE DITCH.  THE
 JB1913'SURFACE MARK IS
 JB1913'A NATIONAL OCEAN SURVEY DISK STAMPED CENSUS 1970 CENTER OF
 JB1913'POPULATION LAT 38 DEG 27
 JB1913'MIN 47 SEC N, LONG 89 DEG 42 MIN 22 SEC W
 JB1913'SET IN TOP OF A 14-INCH ROUND CONCRETE POST
 JB1913'18-INCHES BELOW GROUND
 JB1913'LEVEL.  THE UNDERGROUND STATION IS 40 INCHES BELOW GROUND LEVEL.
 JB1913'
 JB1913'REFERENCE MARK 1, A STANDARD REFERENCE MARK DISK, STAMPED CENSUS 1970
 JB1913'CENTER OF POP NO 1
 JB1913'1971 IS 82 FEET SOUTHEAST OF TELEGRAPH POLE NO 30,
 JB1913'17 FEET SOUTH OF SOUTH RAIL OF
 JB1913'RAILWAY AND 1 FOOT EAST OF METAL
 JB1913'WITNESS POST, SET IN 12-INCH ROUND CONCRETE POST
 JB1913'PROJECTING 4 INCHES.
 JB1913'
 JB1913'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 161 AND 160
 JB1913'AT THE EAST EDGE
 JB1913'OF NEW BADEN, GO SOUTH ON HIGHWAY 160 FOR 0.75 MILE
 JB1913'TO A CROSS ROAD.  TURN RIGHT AND GO
 JB1913'WEST FOR 1.0 MILE, TURN LEFT AND
 JB1913'GO SOUTH FOR 3.0 MILES TO JUNCTION WITH STATE HIGHWAY
 JB1913'177, CONTINUE
 JB1913'STRAIGHT AHEAD, SOUTH, FOR 1.2 MILES TO POINT JUST AFTER CROSSING
 JB1913'LOUISVILLE-NASHVILLE RAILWAY AND STATION IN FIELD ON THE RIGHT AS
 JB1913'DESCRIBED.
 JB1913'
 JB1913'KRAUSZ AZIMUTH MARK SERVES FOR THE SECOND REFERENCE MARK.  IT IS
 JB1913'SITUATED 40 FEET
 JB1913'WEST OF CENTERLINE OF THE ROAD, 19 FEET SOUTH OF
 JB1913'SOUTH RIAL OF RAILWAY, 15 FEET
 JB1913'SOUTHWEST OF SOUTH END OF A CULVERT
 JB1913'AND 1 FOOT NORTH OF METAL WITNESS POST.  THE
 JB1913'MONUMENT PROJECTS
 JB1913'4-INCHES AND THE DISK IS STAMPED KRAUSZ 1971.
 JB1913'
 JB1913'FROM THE EAST SIDE OF THE ORCHARD, AND IS MARKED BY A CROSS IN THE
 JB1913'TOP OF A WHITE
 JB1913'MARBLE POST ABOUT 6 INCHES ABOVE THE GROUND.  THE
 JB1913'LETTERS U S C AND G S ARE
 JB1913'INSCRIBED IN THE POST.  THE UNDERGROUND
 JB1913'MARK IS THE APEX OF AN EARTHENWARE PYRIMAD 6
 JB1913'INCHES ON AN EDGE AND 30
 JB1913'INCHES BELOW THE GROUND, AND HAS ON ONE FACE THE RAISED LETTERS
 JB1913'U S C S.  THERE
 JB1913'ARE TWO REFERENCE POSTS, ALSO OF WHITE MARBLE BUT SLIGHTLY
 JB1913'SMALLER THAN THE POST
 JB1913'MARKING THE STATION, WITH AN ARROW IN THE TOP
 JB1913'OF EACH POINTING TOWARD THE STATION.
 JB1913'ONE REFERENCE MARK IS NEAR THE
 JB1913'FOOT OF A WALNUT TREE IN THE SOUTHWEST CORNER OF AN
 JB1913'ADJOINING FIELD,
 JB1913'40.50 METERS N 84 DEG 30 MIN E FROM THE STATION.  THE OTHER REFERENCE
 JB1913'MARK IS NEAR A
 JB1913'PEAR TREE, 10.75 METERS N 28 DEG 00 MIN W FROM THE STATION.
 JB1913'
 JB1913'HEIGHT OF LIGHT ABOVE STATION MARK 1.87 METERS.
 JB1913
 JB1913                          STATION RECOVERY (1971)
 JB1913
 JB1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1913'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  A REPORT
 JB1913'WAS MADE THAT A PLAQUE WAS REMOVED FROM THE STATION SITE.  THIS WAS
 JB1913'TO HAVE BEEN A WITNESS SIGN PLACED AT THE STATION MARK AND SAME WAS
 JB1913'FOUND AND ALREADY PUT BACK IN PLACE BY PROPERTY OWNER.
 JB1913'
 JB1913'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4 MI.
 JB1913'SW OF NEW MEMPHIS.
 JB1913
 JB1913                          STATION RECOVERY (2001)
 JB1913
 JB1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD)
 JB1913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0532 ***********************************************************************
 MF0532  DESIGNATION -  CENTER
 MF0532  PID         -  MF0532
 MF0532  STATE/COUNTY-  IL/OGLE
 MF0532  USGS QUAD   -  ROCHELLE (1993)
 MF0532
 MF0532                         *CURRENT SURVEY CONTROL
 MF0532  ___________________________________________________________________
 MF0532* NAD 83(1997)-  41 56 24.34529(N)    089 07 05.59885(W)     ADJUSTED  
 MF0532* NAVD 88     -       252.132  (meters)     827.20   (feet)  ADJUSTED  
 MF0532  ___________________________________________________________________
 MF0532  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MF0532  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0532  DYNAMIC HT  -         252.045 (meters)     826.92  (feet)  COMP
 MF0532  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 MF0532
 MF0532  HORZ ORDER  -  SECOND
 MF0532  VERT ORDER  -  FIRST     CLASS I
 MF0532
 MF0532.The horizontal coordinates were established by classical geodetic methods
 MF0532.and adjusted by the National Geodetic Survey in October 1999..
 MF0532
 MF0532.The orthometric height was determined by differential leveling
 MF0532.and adjusted by the National Geodetic Survey in June 1991..
 MF0532
 MF0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0532
 MF0532.The geoid height was determined by GEOID03.
 MF0532
 MF0532.The dynamic height is computed by dividing the NAVD 88
 MF0532.geopotential number by the normal gravity value computed on the
 MF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0532.degrees latitude (g = 980.6199 gals.).
 MF0532
 MF0532.The modeled gravity was interpolated from observed gravity values.
 MF0532
 MF0532;                    North         East     Units Scale Factor Converg.
 MF0532;SPC IL W     -   585,960.945   786,941.282   MT  1.00003415   +0 42 02.8
 MF0532;SPC IL W     - 1,922,440.20  2,581,823.19   sFT  1.00003415   +0 42 02.8
 MF0532;UTM  16      - 4,645,295.087   324,405.125   MT  0.99997942   -1 24 57.9
 MF0532
 MF0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0532!SPC IL W     -   0.99996562  x   1.00003415  =   0.99999977
 MF0532!UTM  16      -   0.99996562  x   0.99997942  =   0.99994504
 MF0532
 MF0532:                Primary Azimuth Mark                     Grid Az
 MF0532:SPC IL W     -  ROCHELLE CALIF PACK CORP TANK            122 12 58.8
 MF0532:UTM  16      -  ROCHELLE CALIF PACK CORP TANK            124 19 59.5
 MF0532
 MF0532|---------------------------------------------------------------------|
 MF0532| PID    Reference Object                     Distance      Geod. Az  |
 MF0532|                                                           dddmmss.s |
 MF0532| MF1545 ROCHELLE CALIF PACK CORP TANK       APPROX. 4.0 KM 1225501.6 |
 MF0532| MF0534 CENTER RM                            12.958 METERS 15656     |
 MF0532| MF0533 CENTER RM 2                          22.812 METERS 27532     |
 MF0532|---------------------------------------------------------------------|
 MF0532
 MF0532                          SUPERSEDED SURVEY CONTROL
 MF0532
 MF0532  NAD 83(1997)-  41 56 24.34603(N)    089 07 05.60132(W) AD(       ) 2
 MF0532  NAD 83(1986)-  41 56 24.34435(N)    089 07 05.60507(W) AD(       ) 2
 MF0532  NAD 27      -  41 56 24.23700(N)    089 07 05.25600(W) AD(       ) 2
 MF0532  NGVD 29 (??/??/92)  252.181  (m)          827.36   (f) ADJ UNCH    1 1
 MF0532
 MF0532.Superseded values are not recommended for survey control.
 MF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0532.See file dsdata.txt to determine how the superseded data were derived.
 MF0532
 MF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2440545295(NAD 83)
 MF0532_MARKER: DS = TRIANGULATION STATION DISK
 MF0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0532_STAMPING: CENTER 827.364 1920
 MF0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0532+STABILITY: SURFACE MOTION
 MF0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0532+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2001
 MF0532
 MF0532  HISTORY     - Date     Condition        Report By
 MF0532  HISTORY     - 1920     MONUMENTED       CGS
 MF0532  HISTORY     - 1954     GOOD             CGS
 MF0532  HISTORY     - 1969     GOOD             CGS
 MF0532  HISTORY     - 1969     GOOD             NGS
 MF0532  HISTORY     - 19960514 GOOD             USPSQD
 MF0532  HISTORY     - 20010721 GOOD             USPSQD
 MF0532  HISTORY     - 20040929 GOOD             USPSQD
 MF0532
 MF0532                          STATION DESCRIPTION
 MF0532
 MF0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0532'STATION IS LOCATED AT FLAG CENTER, ABOUT 50 YARDS W OF THE
 MF0532'RAILROAD STATION, ON THE S SIDE OF THE CHICAGO, BURLINGTON
 MF0532'AND QUINCY RAILROAD TRACK, 10 YARDS E OF A ROAD CROSSING,
 MF0532'150 YARDS E OF THE FLAG CENTER ELEVATOR, 25 YARDS W OF A
 MF0532'TOOL HOUSE, AND 2.55 METERS (8.37 FEET) S OF THE S AND NEAREST
 MF0532'RAIL OF THE S TRACK.  THE SURFACE, UNDERGROUND, AND REFERENCE
 MF0532'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MF0532'THE REFERENCE MARK IS ON THE
 MF0532'SAME SIDE OF THE TRACK, NEAR THE FENCE LINE, 12.98 METERS
 MF0532'(42.59 FEET) FROM THE STATION, S 62 DEG 40 MIN W.
 MF0532'THE ELEVATION OF THE STATION MARK IS 252.328 METERS
 MF0532'(827.846 FEET) AND OF THE REFERENCE MARK 252.140 METERS
 MF0532'(827.229 FEET).
 MF0532
 MF0532                          STATION RECOVERY (1954)
 MF0532
 MF0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0532'STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND REFERENCE
 MF0532'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 MF0532'ESTABLISHED AND USED AS A NEW STATION.  IT IS 56 FEET SOUTHWEST
 MF0532'OF THE SOUTHWEST RAIL OF THE RAILROAD TRACK, 54 FEET SOUTHEAST
 MF0532'OF THE EAST CORNER OF A METAL COVERED BUILDING AND 8 FEET
 MF0532'SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 MF0532'THE DISK IS STAMPED CENTER NO 2 1920.  THE OLD
 MF0532'DESCRIPTION FOR THE STATION IS ADEQUATE.
 MF0532
 MF0532                          STATION RECOVERY (1969)
 MF0532
 MF0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0532'THE STATION MARK, STAMPED CENTER 827.634 1920 IS ABOUT 3.05
 MF0532'MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0532'RAILROAD FROM THE STATION AT ROCHELLE, 0.4 MILE NORTHWEST
 MF0532'OF MILEPOST 86, 110 YARDS SOUTHEAST OF THE CENTER OF THE
 MF0532'CROSSING OF THE RAILROAD AND A PAVED ROAD, 72 YARDS
 MF0532'WEST-NORTHWEST OF THE RAILROAD STATION AT FLAG CENTER, 22-1/2
 MF0532'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 47
 MF0532'FEET NORTH OF THE MORE NORTHWESTERLY OF 2 26-INCH HACKBERRY
 MF0532'TREES, 37 FEET WEST OF A RAILROAD SIGNAL LIGHT, 126
 MF0532'FEET EAST OF THE EAST CORNER OF A METAL WAREHOUSE, 74.82
 MF0532'FEET EAST OF R.M. 2, 42.51 FEET NORTHWEST OF R.M. CENTER,
 MF0532'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 MF0532'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 MF0532'GROUND.
 MF0532'
 MF0532'R.M. CENTER, STAMPED 826.744 CENTER 1920 IS 42.51 FEET SOUTHEAST
 MF0532'OF THE STATION MARK, 102.2 FEET EAST-SOUTHEAST OF R.M. 2,
 MF0532'60 YARDS WEST-NORTHWEST OF THE RAILROAD STATION AT FLAG CENTER,
 MF0532'46-1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 MF0532'TRACK, 46-1/2 FEET SOUTH OF A SWITCH STAND, 37-1/2 FEET
 MF0532'SOUTHWEST OF A RAILROAD SIGNAL LIGHT, 5-1/2 FEET NORTHEAST
 MF0532'OF THE MORE NORTHWESTERLY OF 2 26-INCH HACKBERRY TREES, ABOUT
 MF0532'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 MF0532'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 MF0532'OF THE GROUND.
 MF0532'
 MF0532'R.M. 2, STAMPED CENTER NO 2 1920 IS 74.82 FEET WEST OF THE
 MF0532'STATION MARK, 102.2 FEET WEST-NORTHWEST OF R.M. CENTER, 93
 MF0532'YARDS WEST-NORTHWEST OF THE RAILROAD STATION AT FLAG CENTER,
 MF0532'89 YARDS EAST-SOUTHEAST OF THE CROSSING OF THE RAILROAD
 MF0532'AND A PAVED ROAD, 56-1/2 FEET SOUTHWEST OF THE SOUTHWEST
 MF0532'RAIL OF THE MAIN TRACK, 54 FEET SOUTHEAST OF THE EAST CORNER
 MF0532'OF A METAL WAREHOUSE, ABOUT 3-1/2 FEET BELOW THE LEVEL OF
 MF0532'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 MF0532'LEVEL WITH THE SURFACE OF THE GROUND.
 MF0532'
 MF0532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.05 MILES
 MF0532'NORTHWEST
 MF0532
 MF0532                          STATION RECOVERY (1969)
 MF0532
 MF0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0532'3 MI NW FROM ROCHELLE.
 MF0532'ABOUT 3.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0532'RAILROAD FROM THE STATION AT ROCHELLE, 0.4 MILE NORTHWEST OF
 MF0532'MILEPOST 86, 110 YARDS SOUTHEAST OF THE CENTER OF THE CROSSING
 MF0532'OF THE RAILROAD AND A PAVED ROAD, 72 YARDS WEST-NORTHWEST OF THE
 MF0532'STATION AT FLAG CENTER, 22 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 MF0532'RAIL OF THE MAIN TRACK, 47 FEET NORTH OF THE MORE NORTHWESTERLY
 MF0532'OF 2 26-INCH HACKBERRY TREES, 37 FEET WEST OF A RAILROAD SIGNAL
 MF0532'LIGHT, 126 FEET EAST OF THE EAST CORNER OF A METAL WAREHOUSE,
 MF0532'74.82 FEET EAST OF CENTER RM 2, 42.51 FEET NORTHWEST OF RM
 MF0532'CENTER, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 MF0532'TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 MF0532'GROUND.  SEC 16, T40N, R1E
 MF0532
 MF0532                          STATION RECOVERY (1996)
 MF0532
 MF0532'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0532'RECOVERED IN GOOD CONDITION.
 MF0532
 MF0532                          STATION RECOVERY (2001)
 MF0532
 MF0532'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0532'RECOVERED IN GOOD CONDITION.
 MF0532
 MF0532                          STATION RECOVERY (2004)
 MF0532
 MF0532'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1883 ***********************************************************************
 KA1883  DESIGNATION -  CENTER
 KA1883  PID         -  KA1883
 KA1883  STATE/COUNTY-  IL/CLARK
 KA1883  USGS QUAD   -  CLARK CENTER (1984)
 KA1883
 KA1883                         *CURRENT SURVEY CONTROL
 KA1883  ___________________________________________________________________
 KA1883* NAD 83(1997)-  39 20 49.83954(N)    087 50 05.21688(W)     ADJUSTED  
 KA1883* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 KA1883  ___________________________________________________________________
 KA1883  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 KA1883  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KA1883
 KA1883  HORZ ORDER  -  THIRD
 KA1883
 KA1883.The horizontal coordinates were established by classical geodetic methods
 KA1883.and adjusted by the National Geodetic Survey in October 1999..
 KA1883
 KA1883.The orthometric height was scaled from a topographic map.
 KA1883
 KA1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1883
 KA1883.The geoid height was determined by GEOID03.
 KA1883
 KA1883;                    North         East     Units Scale Factor Converg.
 KA1883;SPC IL E     -   297,638.868   342,974.853   MT  0.99999773   +0 18 57.9
 KA1883;SPC IL E     -   976,503.52  1,125,243.33   sFT  0.99999773   +0 18 57.9
 KA1883;UTM  16      - 4,355,636.654   428,068.799   MT  0.99966370   -0 31 45.4
 KA1883
 KA1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1883!SPC IL E     -   0.99997430  x   0.99999773  =   0.99997203
 KA1883!UTM  16      -   0.99997430  x   0.99966370  =   0.99963801
 KA1883
 KA1883|---------------------------------------------------------------------|
 KA1883| PID    Reference Object                     Distance      Geod. Az  |
 KA1883|                                                           dddmmss.s |
 KA1883| KA1407 CENTER 2                             37.387 METERS 02107     |
 KA1883| CM2858 CENTER RM 1                          34.824 METERS 14210     |
 KA1883| KA1885 MARTINSVILLE 2                      APPROX. 3.6 KM 2051604.6 |
 KA1883| CM2857 CENTER AZ MK                                       2444428.1 |
 KA1883| KA1890 INDIANAPOLIS ST LOUIS AY BN 14      APPROX. 8.7 KM 2462833.6 |
 KA1883| KA1887 MARTINSVILLE MUNICIPAL TANK         APPROX. 4.6 KM 2520248.6 |
 KA1883| CM2859 CENTER RM 2                          21.519 METERS 26718     |
 KA1883|---------------------------------------------------------------------|
 KA1883
 KA1883                          SUPERSEDED SURVEY CONTROL
 KA1883
 KA1883  NAD 83(1997)-  39 20 49.83955(N)    087 50 05.21516(W) AD(       ) 3
 KA1883  NAD 83(1986)-  39 20 49.84730(N)    087 50 05.21118(W) AD(       ) 3
 KA1883  NAD 27      -  39 20 49.71570(N)    087 50 05.10370(W) AD(       ) 3
 KA1883
 KA1883.Superseded values are not recommended for survey control.
 KA1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1883.See file dsdata.txt to determine how the superseded data were derived.
 KA1883
 KA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2806955637(NAD 83)
 KA1883_MARKER: DS = TRIANGULATION STATION DISK
 KA1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1883
 KA1883  HISTORY     - Date     Condition        Report By
 KA1883  HISTORY     - 1947     MONUMENTED       CGS
 KA1883  HISTORY     - 1955     GOOD             CGS
 KA1883  HISTORY     - 20050207 MARK NOT FOUND   ILDT
 KA1883
 KA1883                          STATION DESCRIPTION
 KA1883
 KA1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1883'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CLARK CENTER AND 3
 KA1883'MILES NORTHWEST OF MARTINSVILLE ON PROPERTY OWNED BY
 KA1883'MR. JESSIE SHAFFNER. IT IS 72 FT. NORTH OF THE CENTERLINE OF U.S.
 KA1883'HIGHWAY 40, AND 51 FEET EAST OF APPROXIMATE CENTERLINE OF A
 KA1883'GRAVELED ROAD. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 KA1883'STAMPED CENTER 1947.
 KA1883'
 KA1883'REFERENCE MARK NO. 1 IS 114.25 FEET SOUTHEAST OF THE STATION, 30 FEET
 KA1883'SOUTH OF THE CENTERLINE OF HIGHWAY 40, AND 2 FEET NORTH
 KA1883'OF A FENCE. THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CENTER
 KA1883'NO 1 1947.
 KA1883'
 KA1883'REFERENCE MARK NO. 2 IS 70.60 FEET WEST OF THE STATION, 96 FEET NORTH
 KA1883'OF THE CENTERLINE OF HIGHWAY 40, 21 FEET WEST OF THE APPROXIMATE
 KA1883'CENTERLINE OF THE GRAVELED ROAD, AND 6 INCHES EAST OF A FENCE. THE
 KA1883'MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CENTER NO
 KA1883'2 1947.
 KA1883'
 KA1883'THE AZIMUTH MARK IS 0.3 MILE WEST-SOUTHWEST OF THE STATION, VIA
 KA1883'HIGHWAY 40, 40 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 40, 5 FEET
 KA1883'EAST OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE. THE MARK
 KA1883'PROJECTS 3 INCHES, AND THE DISK IS STAMPED CENTER 1947.
 KA1883'
 KA1883'HEIGHT OF LIGHT ABOVE STATION MARK IS 33 METERS.
 KA1883
 KA1883                          STATION RECOVERY (1955)
 KA1883
 KA1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 KA1883'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 KA1883'CONDITION. NO EVIDENCE OF REFERENCE MARK 2 WAS FOUND.
 KA1883'THE SURFACE STATION MARK HAD BEEN OBVIOUSLY DISTURBED DUE TO NEW
 KA1883'HIGHWAY CONSTRUCTION. THE UNDER-GROUND MARK CENTER 2 WAS
 KA1883'ESTABLISHED 122 FEET TO THE NORTH-NORTHEAST OF THE ORIGINAL STATION.
 KA1883
 KA1883                          STATION RECOVERY (2005)
 KA1883
 KA1883'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1837 ***********************************************************************
 JB1837  DESIGNATION -  CENTER
 JB1837  PID         -  JB1837
 JB1837  STATE/COUNTY-  IL/CLINTON
 JB1837  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1837
 JB1837                         *CURRENT SURVEY CONTROL
 JB1837  ___________________________________________________________________
 JB1837* NAD 83(1997)-  38 35 41.91076(N)    089 12 32.05796(W)     ADJUSTED  
 JB1837* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 JB1837  ___________________________________________________________________
 JB1837  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JB1837  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JB1837
 JB1837  HORZ ORDER  -  THIRD
 JB1837
 JB1837.The horizontal coordinates were established by classical geodetic methods
 JB1837.and adjusted by the National Geodetic Survey in October 1999..
 JB1837
 JB1837.The orthometric height was scaled from a topographic map.
 JB1837
 JB1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1837
 JB1837.The geoid height was determined by GEOID03.
 JB1837
 JB1837;                    North         East     Units Scale Factor Converg.
 JB1837;SPC IL W     -   214,444.506   783,434.340   MT  1.00002687   +0 35 51.0
 JB1837;SPC IL W     -   703,556.68  2,570,317.50   sFT  1.00002687   +0 35 51.0
 JB1837;SPC IL E     -   214,380.292   223,723.103   MT  1.00004662   -0 32 46.4
 JB1837;SPC IL E     -   703,346.01    733,998.21   sFT  1.00004662   -0 32 46.4
 JB1837;UTM  16      - 4,274,145.952   307,630.694   MT  1.00005573   -1 22 42.1
 JB1837
 JB1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1837!SPC IL W     -   0.99998164  x   1.00002687  =   1.00000851
 JB1837!SPC IL E     -   0.99998164  x   1.00004662  =   1.00002826
 JB1837!UTM  16      -   0.99998164  x   1.00005573  =   1.00003737
 JB1837
 JB1837|---------------------------------------------------------------------|
 JB1837| PID    Reference Object                     Distance      Geod. Az  |
 JB1837|                                                           dddmmss.s |
 JB1837| CI4088 CENTER RM 1                                        12729     |
 JB1837| CI4089 CENTER RM 2                                        19352     |
 JB1837| JB1848 HOFFMAN GAS PLINE CO MAST           APPROX. 8.6 KM 2163652.8 |
 JB1837| CI4087 CENTER AZ MK                                       2654705.0 |
 JB1837| JB1842 POINT A 1961                        APPROX. 0.5 KM 3400337.8 |
 JB1837| JB1836 CENTER OF POPULATION 1961           APPROX. 0.5 KM 3511253.0 |
 JB1837|---------------------------------------------------------------------|
 JB1837
 JB1837                          SUPERSEDED SURVEY CONTROL
 JB1837
 JB1837  NAD 83(1986)-  38 35 41.92718(N)    089 12 32.05556(W) AD(       ) 3
 JB1837  NAD 27      -  38 35 41.75577(N)    089 12 31.78234(W) AD(       ) 3
 JB1837
 JB1837.Superseded values are not recommended for survey control.
 JB1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1837.See file dsdata.txt to determine how the superseded data were derived.
 JB1837
 JB1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0763174146(NAD 83)
 JB1837_MARKER: DS = TRIANGULATION STATION DISK
 JB1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1837_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1837
 JB1837  HISTORY     - Date     Condition        Report By
 JB1837  HISTORY     - 1961     MONUMENTED       CGS
 JB1837  HISTORY     - 1970     GOOD             LOCENG
 JB1837
 JB1837                          STATION DESCRIPTION
 JB1837
 JB1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1837'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF CENTRALIA, ABOUT
 JB1837'6 MILES EAST-SOUTHEAST OF
 JB1837'CARLYLE, ABOUT 1.5 MILES SOUTH OF U S HIGHWAY 50
 JB1837'AND ABOUT 1 MILE SOUTH-SOUTHWEST OF SHATTUC.
 JB1837'
 JB1837'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 51 AND STATE
 JB1837'HIGHWAY 161 IN CENTRALIA,
 JB1837'GO WESTERLY ON STATE HIGHWAY 161 FOR 3.55 MILES TO A
 JB1837'CONCRETE BRIDGE OVER CROOKED
 JB1837'CREEK, CONTINUE AHEAD FOR 0.25 MILE TO A
 JB1837'SIDE ROAD RIGHT AND A SIGN SHATTUC, TURN RIGHT,
 JB1837'GO NORTH ON SURFACED
 JB1837'ROAD FOR 4.05 MILES TO A CROSSROAD, TURN LEFT, GO WEST ON SURFACED
 JB1837'ROAD FOR 0.65
 JB1837'MILE TO THE FARM HOME OF MR FRED KLEIBOEKER ON RIGHT,
 JB1837'TURN RIGHT INTO YARD, GO NORTH
 JB1837'ABOUT 150 FEET, TURN LEFT, GO WEST
 JB1837'ALONG NORTH SIDE OF GARAGE FOR ABOUT 100 FEET,
 JB1837'TURN RIGHT, GO NORTH
 JB1837'ABOUT 100 FEET TO A WOODEN GATE AND THE STATION JUST NORTH OF
 JB1837'GATE AS DESCRIBED.
 JB1837'
 JB1837'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK SET IN TOP
 JB1837'OF A ROUND CONCRETE POST
 JB1837'WHICH IS SET ABOUT 18 INCHES BELOW THE SURFACE OF THE
 JB1837'GROUND AND IS STAMPED CENTER
 JB1837'1961.  THE MARK IS 86.5 FEET NORTHWEST
 JB1837'OF THE SOUTHWEST CORNER OF A METAL MACHINE
 JB1837'SHED, 73 FEET
 JB1837'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A METAL MACHINE
 JB1837'SHED, 96 FEET
 JB1837'SOUTH OF FENCE, 59 FEET NORTH OF FENCE, 22.3 FEET EAST-NORTHEAST
 JB1837'OF WITNESS POST AND 22
 JB1837'FEET EAST OF FENCE.
 JB1837'
 JB1837'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB1837'SQUARE CONCRETE POST
 JB1837'WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED CENTER NO
 JB1837'1 1961.  THE MARK IS 2 FEET
 JB1837'NORTH-NORTHWEST OF THE SOUTHWEST CORNER
 JB1837'OF A METAL MACHINE SHED AND 1 FOOT NORTH OF FENCE.
 JB1837'
 JB1837'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB1837'SQUARE CONCRETE POST
 JB1837'WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED CENTER NO
 JB1837'2 1961.  THE MARK IS 55.5 FEET
 JB1837'NORTH OF FENCE CORNER, 44.5 FEET SOUTH
 JB1837'OF FENCE CORNER, 26 FEET SOUTHWEST OF A SMALL
 JB1837'SHED AND 1 FOOT EAST OF FENCE.
 JB1837'
 JB1837'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB1837'CONCRETE POST WHICH
 JB1837'PROJECTS ABOUT 2 INCHES AND IS STAMPED CENTER 1961.  THE
 JB1837'MARK IS 21 FEET NORTH OF
 JB1837'CENTER OF ROAD, 2 FEET EAST OF A POWER LINE
 JB1837'POLE AND 1.4 FEET SOUTHEAST OF WITNESS POST.
 JB1837'
 JB1837'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW DRIVEWAY THROUGH
 JB1837'YARD TO SURFACED ROAD,
 JB1837'TURN RIGHT, GO WEST ON SURFACED ROAD FOR 0.55 MILE TO
 JB1837'THE AZIMUTH MARK ON THE RIGHT
 JB1837'(NORTH) SIDE OF ROAD.
 JB1837'
 JB1837'A TRAVERSE CONNECTION WAS MADE FROM CENTER TO CENTER OF POPULATION
 JB1837'1960 AND THE DISTANCE IS
 JB1837'507.296 METERS OR 1664.34 FEET.
 JB1837'
 JB1837'HEIGHT OF LIGHT ABOVE STATION MARK 36.09 METERS.
 JB1837
 JB1837                          STATION RECOVERY (1970)
 JB1837
 JB1837'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (AS)
 JB1837'CENTER 1961 ALL MARKS RECOVERED IN GOOD COND. AS DESCRIBED.
 JB1837'A NEW BUILDING BLOCKS THE LINE-OF-SIGHT TO RM 2.
 JB1837'
 JB1837'THE AZIMUTH MARK HAS BEEN INCLUDED IN A CLOSED 2ND ORDER GEODIMETER
 JB1837'TRAVERSE FROM CENTER TO AZIMUTH MARK TO CENTER OF 1960 POPULATION.
 JB1837'NOTES.  COMPUTATIONS.  COORDINATES.  ELEVATIONS.  ETC. ARE
 JB1837'AVAILABLE FROM THE ILLINOIS HWY. DEPT. - SPRINGFIELD.  ILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1407 ***********************************************************************
 KA1407  DESIGNATION -  CENTER 2
 KA1407  PID         -  KA1407
 KA1407  STATE/COUNTY-  IL/CLARK
 KA1407  USGS QUAD   -  CLARK CENTER (1984)
 KA1407
 KA1407                         *CURRENT SURVEY CONTROL
 KA1407  ___________________________________________________________________
 KA1407* NAD 83(1997)-  39 20 50.97041(N)    087 50 04.65423(W)     ADJUSTED  
 KA1407* NAVD 88     -       195.960  (meters)     642.91   (feet)  ADJUSTED  
 KA1407  ___________________________________________________________________
 KA1407  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 KA1407  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KA1407  DYNAMIC HT  -         195.848 (meters)     642.54  (feet)  COMP
 KA1407  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 KA1407
 KA1407  HORZ ORDER  -  SECOND
 KA1407  VERT ORDER  -  SECOND    CLASS 0
 KA1407
 KA1407.The horizontal coordinates were established by classical geodetic methods
 KA1407.and adjusted by the National Geodetic Survey in October 1999..
 KA1407
 KA1407.The orthometric height was determined by differential leveling
 KA1407.and adjusted by the National Geodetic Survey in June 1991..
 KA1407
 KA1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1407
 KA1407.The geoid height was determined by GEOID03.
 KA1407
 KA1407.The dynamic height is computed by dividing the NAVD 88
 KA1407.geopotential number by the normal gravity value computed on the
 KA1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1407.degrees latitude (g = 980.6199 gals.).
 KA1407
 KA1407.The modeled gravity was interpolated from observed gravity values.
 KA1407
 KA1407;                    North         East     Units Scale Factor Converg.
 KA1407;SPC IL E     -   297,673.817   342,988.133   MT  0.99999774   +0 18 58.3
 KA1407;SPC IL E     -   976,618.18  1,125,286.90   sFT  0.99999774   +0 18 58.3
 KA1407;UTM  16      - 4,355,671.392   428,082.589   MT  0.99966368   -0 31 45.1
 KA1407
 KA1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1407!SPC IL E     -   0.99997429  x   0.99999774  =   0.99997203
 KA1407!UTM  16      -   0.99997429  x   0.99966368  =   0.99963798
 KA1407
 KA1407:                Primary Azimuth Mark                     Grid Az
 KA1407:SPC IL E     -  MARSHALL MUNICIPAL TANK                  068 05 29.0
 KA1407:UTM  16      -  MARSHALL MUNICIPAL TANK                  068 56 12.4
 KA1407
 KA1407|---------------------------------------------------------------------|
 KA1407| PID    Reference Object                     Distance      Geod. Az  |
 KA1407|                                                           dddmmss.s |
 KA1407| KA1869 MARSHALL MUNICIPAL TANK             APPROX.13.0 KM 0682427.3 |
 KA1407| KA1406 CENTER 2 RM 3                        23.140 METERS 06902     |
 KA1407| CM2858 CENTER RM 1                          62.902 METERS 17247     |
 KA1407| KA1883 CENTER                               37.387 METERS 20107     |
 KA1407| CM2857 CENTER AZ MK                                       2412443.4 |
 KA1407| KA1891 CASEY MUNICIPAL TANK                APPROX.14.1 KM 2465049.7 |
 KA1407| KA1889 CASEY CTN TELEPHONE RAD TWR         APPROX.14.6 KM 2482751.0 |
 KA1407| KA1886 MARTINSVILLE OHIO OIL MICROWAV      APPROX. 6.0 KM 2494800.8 |
 KA1407| KA1887 MARTINSVILLE MUNICIPAL TANK         APPROX. 4.6 KM 2514112.9 |
 KA1407| CM2860 CENTER 2 AZ MK RESET                               3541103.8 |
 KA1407|---------------------------------------------------------------------|
 KA1407
 KA1407                          SUPERSEDED SURVEY CONTROL
 KA1407
 KA1407  NAD 83(1997)-  39 20 50.97042(N)    087 50 04.65251(W) AD(       ) 2
 KA1407  NAD 83(1986)-  39 20 50.97831(N)    087 50 04.64846(W) AD(       ) 2
 KA1407  NAD 27      -  39 20 50.84660(N)    087 50 04.54100(W) AD(       ) 2
 KA1407  NGVD 29 (??/??/92)  196.034  (m)          643.15   (f) ADJ UNCH    2 0
 KA1407
 KA1407.Superseded values are not recommended for survey control.
 KA1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1407.See file dsdata.txt to determine how the superseded data were derived.
 KA1407
 KA1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2808355671(NAD 83)
 KA1407_MARKER: DS = TRIANGULATION STATION DISK
 KA1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1407_STAMPING: CENTER 2 1955
 KA1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1407+STABILITY: SURFACE MOTION
 KA1407
 KA1407  HISTORY     - Date     Condition        Report By
 KA1407  HISTORY     - 1955     MONUMENTED       CGS
 KA1407  HISTORY     - 1959     GOOD             CGS
 KA1407  HISTORY     - 1959     GOOD             NGS
 KA1407  HISTORY     - 1964     GOOD             ILHD
 KA1407  HISTORY     - 20050207 GOOD             ILDT
 KA1407
 KA1407                          STATION DESCRIPTION
 KA1407
 KA1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 KA1407'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF CLARK CENTER, 3
 KA1407'MILES NORTHWEST OF MARTINSVILLE, 154 FEET NORTH OF THE CENTER
 KA1407'OF THE SOUTH LANE OF U.S. HIGHWAY 40, 96 FEET EAST OF THE CENTER OF A
 KA1407'GRAVELED ROAD, 2.5 FEET SOUTHWEST OF A WHITE 4 BY 4 IN. WITNESS
 KA1407'POST, AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 40.
 KA1407'
 KA1407'TO REACH THE STATION FROM THE AUBURN SCHOOL HOUSE IN CLARK CENTER, GO
 KA1407'WEST ON U.S. HIGHWAY 40 FOR 3.1 MILES TO THE STATION ON THE
 KA1407'RIGHT AS DESCRIBED.
 KA1407'
 KA1407'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 KA1407'40 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED BELOW.
 KA1407'
 KA1407'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE
 KA1407'DISK IS STAMPED CENTER 2 1955.
 KA1407'
 KA1407'REFERENCE MARK 1 IS 63 FEET SOUTH OF THE CENTER OF THE SOUTH LANE OF
 KA1407'U.S. HIGHWAY 40 AND 2 FEET NORTH OF A WIRE FENCE. THE MARK
 KA1407'PROJECTS 2 INCHES, AND THE DISK IS STAMPED CENTER NO 1 1947.
 KA1407'
 KA1407'REFERENCE MARK 3 IS 154 FEET NORTH OF THE CENTER OF THE SOUTH LANE OF
 KA1407'THE HIGHWAY, AND 171 FEET EAST OF THE CENTER OF THE GRAVELED
 KA1407'ROAD. THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND, AND THE DISK
 KA1407'IS STAMPED CENTER 2 RM 3 1955.
 KA1407'
 KA1407'THE AZIMUTH MARK IS 120 FEET EAST OF THE CENTER OF A DRIVEWAY, 49
 KA1407'FEET WEST OF A TELEPHONE POLE, 40 FEET SOUTH OF THE CENTER OF THE
 KA1407'SOUTH LANE OF THE HIGHWAY, AND 1 FOOT NORTH OF A WIRE FENCE. THE MARK
 KA1407'PROJECTS 3 INCHES, AND THE DISK IS STAMPED CENTER 1947.
 KA1407'
 KA1407'NOTE- AT THE TIME THAT THIS STATION WAS OCCUPIED, THE NORTH LANE OF
 KA1407'THE HIGHWAY WAS UNDER CONSTRUCTION.
 KA1407'
 KA1407'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KA1407
 KA1407                          STATION RECOVERY (1959)
 KA1407
 KA1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1407'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NUMBERS 1 AND 3
 KA1407'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KA1407'
 KA1407'DUE TO ROAD CONSTRUCTION IN THE NEAR FUTURE REFERENCE MARK NUMBER ONE
 KA1407'MAY BE DESTROYED.  NO SUITABLE PLACE WAS FOUND TO SET A NEW MARK.
 KA1407'
 KA1407'THE AZIMUTH MARK WAS DESTROYED AFTER OBSERVATIONS WERE TAKEN AND A
 KA1407'NEW AZIMUTH MARK WAS ESTABLISHED.
 KA1407'
 KA1407'THE DISTANCE TO REFERENCE MARK NO. 3 WAS CHECKED AND FOUND TO BE
 KA1407'CORRECT AND A SLIGHT DIFFERENCE WAS FOUND IN THE DIRECTION.
 KA1407'
 KA1407'THE DIRECTION TO REFERENCE MARK NO. 1 WAS CHECKED AND FOUND TO BE
 KA1407'CORRECT AND A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE.
 KA1407'
 KA1407'A NEW DESCRIPTION FOLLOWS.
 KA1407'
 KA1407'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CLARK CENTER, 3
 KA1407'MILES NORTHEAST OF MARTINSVILLE AND ON THE NORTH RIGHT-OF-WAY
 KA1407'OF U.S. HIGHWAY 40.
 KA1407'
 KA1407'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND CLEONE
 KA1407'ROAD, IN THE NORTH EDGE OF MARTINSVILLE, GO EASTERLY ON U.S.
 KA1407'HIGHWAY 40 FOR 2.55 MILES TO A SIDE ROAD LEFT AND THE STATION ON THE
 KA1407'LEFT AS DESCRIBED.
 KA1407'
 KA1407'THE STATION MARK IS SET IN TOP OF A 10 INCH SQUARE CONCRETE POST
 KA1407'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KA1407'STAMPED CENTER 2 1955.  IT IS 88 FEET EAST OF THE CENTER OF A
 KA1407'GRAVELED ROAD, 65 FEET NORTH OF THE APPROXIMATE CENTER OF
 KA1407'U.S. HIGHWAY 40 AND 1 FOOT SOUTH-SOUTHWEST OF A WITNESS POST.
 KA1407'
 KA1407'THE NEW AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 10 INCH
 KA1407'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND THE DISK
 KA1407'IS STAMPED CENTER 2 1955 RESET 1959. IT IS 12.5 FEET EAST OF THE
 KA1407'APPROXIMATE CENTER OF GRAVELED ROAD, 12.5 FEET SOUTH OF THE S.
 KA1407'RAIL OF RAILROAD TRACKS, 1.7 FEET SOUTHWEST OF A WITNESS POST AND
 KA1407'1.2 FEET WEST OF A RAILROAD CROSSING SIGN.
 KA1407'
 KA1407'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED ROAD
 KA1407'FOR 0.2 MILE TO THE MARK ON THE SOUTH SIDE OF RAILROAD TRACKS AS
 KA1407'DESCRIBED.
 KA1407
 KA1407                          STATION RECOVERY (1959)
 KA1407
 KA1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KA1407'2.5 MI NE FROM MARTINSVILLE.
 KA1407'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1407'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, AT THE JUNCTION OF
 KA1407'A GRAVEL ROAD NORTH, 65 FEET NORTH-NORTHWEST OF THE CENTER LINE
 KA1407'OF THE HIGHWAY, 89 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH,
 KA1407'109 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 90 FEET SOUTHEAST
 KA1407'OF A POWER POLE, 1.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 KA1407'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KA1407'POST 2 INCHES UNDERGROUND.
 KA1407
 KA1407                          STATION RECOVERY (1964)
 KA1407
 KA1407'RECOVERY NOTE BY IL HIGHWAY DEPT 1964
 KA1407'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 KA1407
 KA1407                          STATION RECOVERY (2005)
 KA1407
 KA1407'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1407'THIS MARK WAS FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1408 ***********************************************************************
 KA1408  DESIGNATION -  CENTER 2 RM 1
 KA1408  PID         -  KA1408
 KA1408  STATE/COUNTY-  IL/CLARK
 KA1408  USGS QUAD   -  CLARK CENTER (1984)
 KA1408
 KA1408                         *CURRENT SURVEY CONTROL
 KA1408  ___________________________________________________________________
 KA1408* NAD 83(1986)-  39 20 50.     (N)    087 50 04.     (W)     SCALED    
 KA1408* NAVD 88     -       195.896  (meters)     642.70   (feet)  ADJUSTED  
 KA1408  ___________________________________________________________________
 KA1408  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KA1408  DYNAMIC HT  -         195.783 (meters)     642.33  (feet)  COMP
 KA1408  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 KA1408
 KA1408  VERT ORDER  -  SECOND    CLASS 0
 KA1408
 KA1408.The horizontal coordinates were scaled from a topographic map and have
 KA1408.an estimated accuracy of +/- 6 seconds.
 KA1408
 KA1408.The orthometric height was determined by differential leveling
 KA1408.and adjusted by the National Geodetic Survey in June 1991..
 KA1408
 KA1408.The geoid height was determined by GEOID03.
 KA1408
 KA1408.The dynamic height is computed by dividing the NAVD 88
 KA1408.geopotential number by the normal gravity value computed on the
 KA1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1408.degrees latitude (g = 980.6199 gals.).
 KA1408
 KA1408.The modeled gravity was interpolated from observed gravity values.
 KA1408
 KA1408;                    North         East    Units  Estimated Accuracy
 KA1408;SPC IL E     -   297,640.      343,000.      MT  (+/- 180 meters Scaled)
 KA1408
 KA1408                          SUPERSEDED SURVEY CONTROL
 KA1408
 KA1408  NGVD 29 (??/??/92)  195.969  (m)          642.94   (f) ADJ UNCH    2 0
 KA1408
 KA1408.Superseded values are not recommended for survey control.
 KA1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1408.See file dsdata.txt to determine how the superseded data were derived.
 KA1408
 KA1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ280556(NAD 83)
 KA1408_MARKER: DR = REFERENCE MARK DISK
 KA1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1408_STAMPING: CENTER 2 RM 1 1947
 KA1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1408+STABILITY: SURFACE MOTION
 KA1408
 KA1408  HISTORY     - Date     Condition        Report By
 KA1408  HISTORY     - 1947     MONUMENTED       CGS
 KA1408  HISTORY     - 1959     GOOD             NGS
 KA1408
 KA1408                          STATION DESCRIPTION
 KA1408
 KA1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KA1408'2.5 MI NE FROM MARTINSVILLE.
 KA1408'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1408'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, AT THE JUNCTION OF
 KA1408'A GRAVEL ROAD NORTH, 137 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER
 KA1408'LINE OF THE HIGHWAY, 120 FEET WEST OF THE EXTENDED CENTER LINE OF
 KA1408'THE ROAD NORTH, 37 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 KA1408'OLD HIGHWAY, 35 1/2 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 206.2
 KA1408'FEET SOUTH OF TRIANGULATION STATION CENTER 2, 125 FEET EAST-NORTHEAST
 KA1408'OF A FENCE CORNER, 207.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 KA1408'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 KA1408'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1406 ***********************************************************************
 KA1406  DESIGNATION -  CENTER 2 RM 3
 KA1406  PID         -  KA1406
 KA1406  STATE/COUNTY-  IL/CLARK
 KA1406  USGS QUAD   -  CLARK CENTER (1984)
 KA1406
 KA1406                         *CURRENT SURVEY CONTROL
 KA1406  ___________________________________________________________________
 KA1406* NAD 83(1986)-  39 20 50.     (N)    087 50 04.     (W)     SCALED    
 KA1406* NAVD 88     -       195.936  (meters)     642.83   (feet)  ADJUSTED  
 KA1406  ___________________________________________________________________
 KA1406  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KA1406  DYNAMIC HT  -         195.824 (meters)     642.47  (feet)  COMP
 KA1406  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 KA1406
 KA1406  VERT ORDER  -  SECOND    CLASS 0
 KA1406
 KA1406.The horizontal coordinates were scaled from a topographic map and have
 KA1406.an estimated accuracy of +/- 6 seconds.
 KA1406
 KA1406.The orthometric height was determined by differential leveling
 KA1406.and adjusted by the National Geodetic Survey in June 1991..
 KA1406
 KA1406.The geoid height was determined by GEOID03.
 KA1406
 KA1406.The dynamic height is computed by dividing the NAVD 88
 KA1406.geopotential number by the normal gravity value computed on the
 KA1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1406.degrees latitude (g = 980.6199 gals.).
 KA1406
 KA1406.The modeled gravity was interpolated from observed gravity values.
 KA1406
 KA1406;                    North         East    Units  Estimated Accuracy
 KA1406;SPC IL E     -   297,640.      343,000.      MT  (+/- 180 meters Scaled)
 KA1406
 KA1406                          SUPERSEDED SURVEY CONTROL
 KA1406
 KA1406  NGVD 29 (??/??/92)  196.010  (m)          643.08   (f) ADJ UNCH    2 0
 KA1406
 KA1406.Superseded values are not recommended for survey control.
 KA1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1406.See file dsdata.txt to determine how the superseded data were derived.
 KA1406
 KA1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ280556(NAD 83)
 KA1406_MARKER: DR = REFERENCE MARK DISK
 KA1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1406_STAMPING: CENTER 2 NO 3 1955
 KA1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1406+STABILITY: SURFACE MOTION
 KA1406
 KA1406  HISTORY     - Date     Condition        Report By
 KA1406  HISTORY     - 1955     MONUMENTED       CGS
 KA1406  HISTORY     - 1959     GOOD             NGS
 KA1406  HISTORY     - 20050207 GOOD             ILDT
 KA1406
 KA1406                          STATION DESCRIPTION
 KA1406
 KA1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KA1406'2.5 MI NE FROM MARTINSVILLE.
 KA1406'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1406'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, AT THE JUNCTION OF
 KA1406'A GRAVEL ROAD NORTH, 66 FEET NORTH-NORTHWEST OF THE CENTER LINE
 KA1406'OF THE HIGHWAY, 163 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH,
 KA1406'178 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 148 FEET
 KA1406'EAST-SOUTHEAST OF A POWER POLE, 75.9 FEET EAST OF TRIANGULATION
 KA1406'STATION CENTER 2, 75.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 KA1406'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KA1406'POST FLUSH WITH THE GROUND.
 KA1406
 KA1406                          STATION RECOVERY (2005)
 KA1406
 KA1406'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1836 ***********************************************************************
 JB1836  DESIGNATION -  CENTER OF POPULATION 1961
 JB1836  PID         -  JB1836
 JB1836  STATE/COUNTY-  IL/CLINTON
 JB1836  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1836
 JB1836                         *CURRENT SURVEY CONTROL
 JB1836  ___________________________________________________________________
 JB1836* NAD 83(1997)-  38 35 58.16914(N)    089 12 35.25984(W)     ADJUSTED  
 JB1836* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 JB1836  ___________________________________________________________________
 JB1836  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 JB1836  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB1836
 JB1836  HORZ ORDER  -  SECOND
 JB1836
 JB1836.The horizontal coordinates were established by classical geodetic methods
 JB1836.and adjusted by the National Geodetic Survey in October 1999..
 JB1836
 JB1836.The orthometric height was scaled from a topographic map.
 JB1836
 JB1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1836
 JB1836.The geoid height was determined by GEOID03.
 JB1836
 JB1836;                    North         East     Units Scale Factor Converg.
 JB1836;SPC IL W     -   214,945.020   783,351.635   MT  1.00002670   +0 35 49.2
 JB1836;SPC IL W     -   705,198.79  2,570,046.16   sFT  1.00002670   +0 35 49.2
 JB1836;SPC IL E     -   214,882.367   223,650.404   MT  1.00004676   -0 32 48.6
 JB1836;SPC IL E     -   704,993.23    733,759.70   sFT  1.00004676   -0 32 48.6
 JB1836;UTM  16      - 4,274,649.035   307,565.294   MT  1.00005604   -1 22 44.6
 JB1836
 JB1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1836!SPC IL W     -   0.99998243  x   1.00002670  =   1.00000913
 JB1836!SPC IL E     -   0.99998243  x   1.00004676  =   1.00002919
 JB1836!UTM  16      -   0.99998243  x   1.00005604  =   1.00003847
 JB1836
 JB1836:                Primary Azimuth Mark                     Grid Az
 JB1836:SPC IL W     -  CENTER                                   170 37 01.8
 JB1836:SPC IL E     -  CENTER                                   171 45 39.6
 JB1836:UTM  16      -  CENTER                                   172 35 35.6
 JB1836
 JB1836|---------------------------------------------------------------------|
 JB1836| PID    Reference Object                     Distance      Geod. Az  |
 JB1836|                                                           dddmmss.s |
 JB1836| JB1837 CENTER                              APPROX. 0.5 KM 1711251.0 |
 JB1836| JB1842 POINT A 1961                        100.024 METERS 26113     |
 JB1836|---------------------------------------------------------------------|
 JB1836
 JB1836                          SUPERSEDED SURVEY CONTROL
 JB1836
 JB1836  NAD 83(1986)-  38 35 58.18556(N)    089 12 35.25740(W) AD(       ) 2
 JB1836  NAD 27      -  38 35 58.01440(N)    089 12 34.98415(W) AD(       ) 2
 JB1836
 JB1836.Superseded values are not recommended for survey control.
 JB1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1836.See file dsdata.txt to determine how the superseded data were derived.
 JB1836
 JB1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0756574649(NAD 83)
 JB1836_MARKER: DS = TRIANGULATION STATION DISK
 JB1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1836+STABILITY: SURFACE MOTION
 JB1836
 JB1836  HISTORY     - Date     Condition        Report By
 JB1836  HISTORY     - 1961     MONUMENTED       CGS
 JB1836  HISTORY     - 1970     GOOD             LOCENG
 JB1836
 JB1836                          STATION DESCRIPTION
 JB1836
 JB1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1836'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF CENTRALIA, ABOUT
 JB1836'6 MILES EAST-SOUTHEAST OF
 JB1836'CARLYLE, ABOUT 1.5 MILES SOUTH OF U S HIGHWAY 50,
 JB1836'ABOUT 1 MILE SOUTH-SOUTHWEST OF
 JB1836'SHATTUC AND ABOUT 10 FEET NORTHWEST
 JB1836'OF THE CENTER OF A PIPELINE.
 JB1836'
 JB1836'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 51 AND STATE
 JB1836'HIGHWAY 161 IN CENTRALIA,
 JB1836'GO WESTERLY ON STATE HIGHWAY 161 FOR 3.55 MILES TO A
 JB1836'CONCRETE BRIDGE OVER CROOKED
 JB1836'CREEK, CONTINUE AHEAD FOR 0.25 MILE TO A
 JB1836'SIDE ROAD RIGHT AND SIGN SHATTUC ROAD, TURN
 JB1836'RIGHT, GO NORTH ON
 JB1836'SURFACE ROAD FOR 4.05 MILES TO A CROSSROAD, TURN LEFT, GO WEST
 JB1836'ON SURFACED
 JB1836'ROAD FOR 0.65 MILE TO THE FARM HOME OF MR FRED KLEIBOEKER ON
 JB1836'RIGHT, TURN RIGHT INTO
 JB1836'YARD, GO NORTH FOR ABOUT 150 FEET, TURN LEFT,
 JB1836'GO WEST ON FIELD ROAD FOR 0.1 MILE, TURN
 JB1836'RIGHT, GO NORTH ON FIELD
 JB1836'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED ABOVE.
 JB1836'
 JB1836'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CENTER TO
 JB1836'CENTER OF 1960 POPULATION
 JB1836'AND THE DISTANCE IS 507.296 M OR 1664.34 FT.
 JB1836'
 JB1836'THE STATION IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A 14 X 16
 JB1836'INCH CONCRETE POST
 JB1836'WHICH IS SET ABOUT 18 INCHES BELOW THE SURFACE OF THE
 JB1836'GROUND AND IS STAMPED CENTER OF
 JB1836'POPULATION 1960.  THE MARK IS 323
 JB1836'FEET SOUTHEAST OF FENCE CORNER, 234 FEET SOUTH OF
 JB1836'FENCE, 233.4 FEET
 JB1836'SOUTH OF A WITNESS POST, 220 FEET EAST OF CENTER OF A FIELD ROAD AND
 JB1836'ABOUT 10 FEET
 JB1836'NORTHWEST OF A PIPELINE.
 JB1836'
 JB1836'NO AZIMUTH MARK OR REFERENCE MARKS WERE SET.
 JB1836'
 JB1836'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JB1836
 JB1836                          STATION RECOVERY (1970)
 JB1836
 JB1836'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (AS)
 JB1836'CENTER OF POPULATION 1960 RECOVERED IN GOOD COND. AS DESCRIBED.
 JB1836'
 JB1836'MARK IS DANGEROUSLY CLOSE TO THE PROPOSED ROUTE OF A NEW INTERSTATE
 JB1836'HIGHWAY.  SUGGEST CONTACT WITH THE ILLINOIS HIGHWAY
 JB1836'DEPT. - SPRINGFIELD.  ILL.  REGARDING PRESERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0534 ***********************************************************************
 MF0534  DESIGNATION -  CENTER RM
 MF0534  PID         -  MF0534
 MF0534  STATE/COUNTY-  IL/OGLE
 MF0534  USGS QUAD   -  ROCHELLE (1993)
 MF0534
 MF0534                         *CURRENT SURVEY CONTROL
 MF0534  ___________________________________________________________________
 MF0534* NAD 83(1986)-  41 56 24.     (N)    089 07 05.     (W)     SCALED    
 MF0534* NAVD 88     -       251.958  (meters)     826.63   (feet)  ADJUSTED  
 MF0534  ___________________________________________________________________
 MF0534  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0534  DYNAMIC HT  -         251.871 (meters)     826.35  (feet)  COMP
 MF0534  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 MF0534
 MF0534  VERT ORDER  -  FIRST     CLASS I
 MF0534
 MF0534.The horizontal coordinates were scaled from a topographic map and have
 MF0534.an estimated accuracy of +/- 6 seconds.
 MF0534
 MF0534.The orthometric height was determined by differential leveling
 MF0534.and adjusted by the National Geodetic Survey in June 1991..
 MF0534.WARNING-Repeat measurements at this control monument indicate possible
 MF0534.vertical movement.
 MF0534
 MF0534.The geoid height was determined by GEOID03.
 MF0534
 MF0534.The dynamic height is computed by dividing the NAVD 88
 MF0534.geopotential number by the normal gravity value computed on the
 MF0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0534.degrees latitude (g = 980.6199 gals.).
 MF0534
 MF0534.The modeled gravity was interpolated from observed gravity values.
 MF0534
 MF0534;                    North         East    Units  Estimated Accuracy
 MF0534;SPC IL W     -   585,950.      786,960.      MT  (+/- 180 meters Scaled)
 MF0534
 MF0534                          SUPERSEDED SURVEY CONTROL
 MF0534
 MF0534  NGVD 29 (??/??/92)  252.007  (m)          826.79   (f) ADJ UNCH    1 1
 MF0534
 MF0534.Superseded values are not recommended for survey control.
 MF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0534.See file dsdata.txt to determine how the superseded data were derived.
 MF0534
 MF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM244452(NAD 83)
 MF0534_MARKER: DR = REFERENCE MARK DISK
 MF0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0534_STAMPING: 826.744 CENTER 1920
 MF0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0534+STABILITY: SURFACE MOTION
 MF0534
 MF0534  HISTORY     - Date     Condition        Report By
 MF0534  HISTORY     - 1920     MONUMENTED       CGS
 MF0534  HISTORY     - 1969     GOOD             NGS
 MF0534  HISTORY     - 19960514 GOOD             USPSQD
 MF0534  HISTORY     - 20010721 GOOD             USPSQD
 MF0534  HISTORY     - 20040929 GOOD             USPSQD
 MF0534
 MF0534                          STATION DESCRIPTION
 MF0534
 MF0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0534'3 MI NW FROM ROCHELLE.
 MF0534'ABOUT 3.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MF0534'QUINCY RAILROAD FROM THE STATION AT ROCHELLE, 0.4 MILE NORTHWEST
 MF0534'OF MILEPOST 86, 60 YARDS WEST-NORTHWEST OF THE STATION AT FLAG
 MF0534'CENTER, 46 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 MF0534'TRACK, 46 1/2 FEET SOUTH OF A SWITCH STAND, 37 1/2 FEET SOUTHWEST
 MF0534'OF A RAILROAD SIGNAL LIGHT, 5 1/2 FEET NORTHEAST OF THE MORE
 MF0534'NORTHWESTERLY OF 2 26-INCH HACKBERRY TREES, 42.51 FEET SOUTHEAST
 MF0534'OF TRIANGULATION STATION CENTER 1920, 102.2 FEET EAST-SOUTHEAST
 MF0534'OF CENTER RM 2, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND
 MF0534'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 MF0534'THE SURFACE OF THE GROUND.  SEC 16, T40N, R1E
 MF0534
 MF0534                          STATION RECOVERY (1996)
 MF0534
 MF0534'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0534'RECOVERED IN GOOD CONDITION.
 MF0534
 MF0534                          STATION RECOVERY (2001)
 MF0534
 MF0534'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0534'RECOVERED IN GOOD CONDITION.
 MF0534
 MF0534                          STATION RECOVERY (2004)
 MF0534
 MF0534'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0533 ***********************************************************************
 MF0533  DESIGNATION -  CENTER RM 2
 MF0533  PID         -  MF0533
 MF0533  STATE/COUNTY-  IL/OGLE
 MF0533  USGS QUAD   -  ROCHELLE (1993)
 MF0533
 MF0533                         *CURRENT SURVEY CONTROL
 MF0533  ___________________________________________________________________
 MF0533* NAD 83(1997)-  41 56 24.41649(N)    089 07 06.58455(W)     ADJUSTED  
 MF0533* NAVD 88     -       251.653  (meters)     825.63   (feet)  ADJUSTED  
 MF0533  ___________________________________________________________________
 MF0533  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MF0533  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0533  DYNAMIC HT  -         251.566 (meters)     825.35  (feet)  COMP
 MF0533  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 MF0533
 MF0533  HORZ ORDER  -  SECOND
 MF0533  VERT ORDER  -  FIRST     CLASS I
 MF0533
 MF0533.The horizontal coordinates were established by classical geodetic methods
 MF0533.and adjusted by the National Geodetic Survey in October 1999..
 MF0533
 MF0533.The orthometric height was determined by differential leveling
 MF0533.and adjusted by the National Geodetic Survey in June 1991..
 MF0533
 MF0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0533
 MF0533.The geoid height was determined by GEOID03.
 MF0533
 MF0533.The dynamic height is computed by dividing the NAVD 88
 MF0533.geopotential number by the normal gravity value computed on the
 MF0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0533.degrees latitude (g = 980.6199 gals.).
 MF0533
 MF0533.The modeled gravity was interpolated from observed gravity values.
 MF0533
 MF0533;                    North         East     Units Scale Factor Converg.
 MF0533;SPC IL W     -   585,962.864   786,918.550   MT  1.00003411   +0 42 02.1
 MF0533;SPC IL W     - 1,922,446.50  2,581,748.61   sFT  1.00003411   +0 42 02.1
 MF0533;UTM  16      - 4,645,297.844   324,382.481   MT  0.99997952   -1 24 58.6
 MF0533
 MF0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0533!SPC IL W     -   0.99996570  x   1.00003411  =   0.99999981
 MF0533!UTM  16      -   0.99996570  x   0.99997952  =   0.99994522
 MF0533
 MF0533|---------------------------------------------------------------------|
 MF0533| PID    Reference Object                     Distance      Geod. Az  |
 MF0533|                                                           dddmmss.s |
 MF0533| MF0532 CENTER                               22.812 METERS 09532     |
 MF0533| MF0534 CENTER RM                            31.176 METERS 11656     |
 MF0533| MF1543 ROCHELLE CALIF PACK CORP STACK      APPROX. 3.8 KM 1212312.8 |
 MF0533| MF1538 ROCHELLE ROSES LTD STACK            APPROX. 3.6 KM 1212532.2 |
 MF0533| MF1545 ROCHELLE CALIF PACK CORP TANK       APPROX. 4.0 KM 1224603.2 |
 MF0533| MF1532 MILAN TOWNSHIP ATT MICROWAVE        APPROX.19.4 KM 1230713.9 |
 MF0533|---------------------------------------------------------------------|
 MF0533
 MF0533                          SUPERSEDED SURVEY CONTROL
 MF0533
 MF0533  NAD 83(1997)-  41 56 24.41722(N)    089 07 06.58700(W) AD(       ) 2
 MF0533  NAD 83(1986)-  41 56 24.41555(N)    089 07 06.59071(W) AD(       ) 2
 MF0533  NAD 27      -  41 56 24.30820(N)    089 07 06.24130(W) AD(       ) 2
 MF0533  NGVD 29 (??/??/92)  251.702  (m)          825.79   (f) ADJ UNCH    1 1
 MF0533
 MF0533.Superseded values are not recommended for survey control.
 MF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0533.See file dsdata.txt to determine how the superseded data were derived.
 MF0533
 MF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2438245298(NAD 83)
 MF0533_MARKER: DR = REFERENCE MARK DISK
 MF0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0533_STAMPING: CENTER NO 2 1920
 MF0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0533+STABILITY: SURFACE MOTION
 MF0533
 MF0533  HISTORY     - Date     Condition        Report By
 MF0533  HISTORY     - 1954     MONUMENTED       CGS
 MF0533  HISTORY     - 1969     GOOD             NGS
 MF0533  HISTORY     - 19960514 MARK NOT FOUND   USPSQD
 MF0533  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF0533  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF0533
 MF0533                          STATION DESCRIPTION
 MF0533
 MF0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0533'STATION IS LOCATED ON THE PROPERTY OF RAY A. HANSON AND THE
 MF0533'CHICAGO, BURLINGTON AND QUINCY RAILROAD ABOUT 0.1 MILE SOUTHEAST
 MF0533'OF THE INTERSECTION OF A PAVED ROAD AND THE RAILROAD TRACKS
 MF0533'AND ABOUT 75 YARDS NORTHWEST OF THE DEPOT IN FLAG CENTER.
 MF0533'IT IS 56 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD
 MF0533'TRACKS, 54 FEET SOUTHEAST OF THE EAST CORNER OF A METAL
 MF0533'COVERED BUILDING AND 8 FEET SOUTHWEST OF A WHITE WITNESS POST.
 MF0533'THE MARK IS FLUSH AND THE DISK IS STAMPED CENTER NO 2 1920.
 MF0533'
 MF0533'CENTER 1920 IS 37 FEET WEST OF A RAILROAD SIGNAL LIGHT POLE
 MF0533'AND 22 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS.
 MF0533'THE MARK IS FLUSH AND THE DISK IS STAMPED CENTER 1920 827.364.
 MF0533'
 MF0533'REFERENCE MARK IS IN THE FENCE LINE 6 FEET SOUTHWEST OF A
 MF0533'SMALL SHED.  THE MARK IS FLUSH AND THE DISK IS STAMPED CENTER
 MF0533'1920 826.744.
 MF0533'
 MF0533'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 MF0533'
 MF0533'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF0533
 MF0533                          STATION RECOVERY (1969)
 MF0533
 MF0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0533'3 MI NW FROM ROCHELLE.
 MF0533'ABOUT 3.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MF0533'QUINCY RAILROAD FROM THE STATION AT ROCHELLE, 0.4 MILE NORTHWEST OF
 MF0533'MILEPOST 86, 93 YARDS WEST-NORTHWEST OF THE STATION AT FLAG
 MF0533'CENTER, 89 YARDS EAST-SOUTHEAST OF THE CROSSING OF THE RAILROAD
 MF0533'AND A PAVED ROAD, 56 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 MF0533'OF THE MAIN TRACK, 54 FEET SOUTHEAST OF THE EAST CORNER OF A
 MF0533'METAL WAREHOUSE, 74.82 FEET WEST OF TRIANGULATION STATION CENTER
 MF0533'1920, 102.2 FEET WEST-NORTHWEST OF RM CENTER, ABOUT 3 1/2 FEET
 MF0533'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MF0533'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 16, T40N,
 MF0533'R1E
 MF0533
 MF0533                          STATION RECOVERY (1996)
 MF0533
 MF0533'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0533'MARK NOT FOUND.
 MF0533
 MF0533                          STATION RECOVERY (2001)
 MF0533
 MF0533'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0533'MARK NOT FOUND.
 MF0533
 MF0533                          STATION RECOVERY (2004)
 MF0533
 MF0533'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1097 ***********************************************************************
 NH1097  DESIGNATION -  CENTERVILLE
 NH1097  PID         -  NH1097
 NH1097  STATE/COUNTY-  IL/KANE
 NH1097  USGS QUAD   -  ELGIN (1992)
 NH1097
 NH1097                         *CURRENT SURVEY CONTROL
 NH1097  ___________________________________________________________________
 NH1097* NAD 83(1997)-  42 07 05.25402(N)    088 20 06.33612(W)     ADJUSTED  
 NH1097* NAVD 88     -       287.18   (+/-2cm)     942.2    (feet)  VERTCON   
 NH1097  ___________________________________________________________________
 NH1097  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 NH1097  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NH1097
 NH1097  HORZ ORDER  -  SECOND
 NH1097  VERT ORDER  -  THIRD ? (See Below)
 NH1097
 NH1097.The horizontal coordinates were established by classical geodetic methods
 NH1097.and adjusted by the National Geodetic Survey in October 1999..
 NH1097
 NH1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1097.The vertical order pertains to the NGVD 29 superseded value.
 NH1097
 NH1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1097
 NH1097.The geoid height was determined by GEOID03.
 NH1097
 NH1097;                    North         East     Units Scale Factor Converg.
 NH1097;SPC IL E     -   605,223.074   299,854.454   MT  0.99997500   -0 00 04.2
 NH1097;SPC IL E     - 1,985,636.04    983,772.49   sFT  0.99997500   -0 00 04.2
 NH1097;UTM  16      - 4,663,754.224   389,634.451   MT  0.99974988   -0 53 43.7
 NH1097
 NH1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1097!SPC IL E     -   0.99996022  x   0.99997500  =   0.99993522
 NH1097!UTM  16      -   0.99996022  x   0.99974988  =   0.99971011
 NH1097
 NH1097:                Primary Azimuth Mark                     Grid Az
 NH1097:SPC IL E     -  CRYSTAL LAKE E MUNICIPAL TANK            009 10 00.1
 NH1097:UTM  16      -  CRYSTAL LAKE E MUNICIPAL TANK            010 03 39.6
 NH1097
 NH1097|---------------------------------------------------------------------|
 NH1097| PID    Reference Object                     Distance      Geod. Az  |
 NH1097|                                                           dddmmss.s |
 NH1097| NH1084 CRYSTAL LAKE E MUNICIPAL TANK       APPROX.14.0 KM 0090955.9 |
 NH1097| CI8357 CENTERVILLE RM 1                     31.202 METERS 11302     |
 NH1097| CI8358 CENTERVILLE RM 2                     33.653 METERS 22248     |
 NH1097| CI8356 CENTERVILLE AZ MK                                  2674001.5 |
 NH1097| NH1118 HICKORY                             APPROX.13.7 KM 3013226.8 |
 NH1097| NH1120 HUNTLEY H D CATTY CORP STK          APPROX. 9.2 KM 3055416.2 |
 NH1097| NH1119 HUNTLEY MUNICIPAL TANK              APPROX. 9.3 KM 3061909.6 |
 NH1097| NH1117 HUNTLEY UNION MACHINE CO TANK       APPROX. 9.7 KM 3064103.4 |
 NH1097|---------------------------------------------------------------------|
 NH1097
 NH1097                          SUPERSEDED SURVEY CONTROL
 NH1097
 NH1097  NAD 83(1997)-  42 07 05.25349(N)    088 20 06.33839(W) AD(       ) 2
 NH1097  NAD 83(1986)-  42 07 05.25555(N)    088 20 06.34637(W) AD(       ) 2
 NH1097  NAD 27      -  42 07 05.16570(N)    088 20 06.05030(W) AD(       ) 2
 NH1097  NGVD 29 (07/19/86)  287.24   (m)          942.4    (f) LEVELING    3  
 NH1097
 NH1097.Superseded values are not recommended for survey control.
 NH1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1097.See file dsdata.txt to determine how the superseded data were derived.
 NH1097
 NH1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8963463754(NAD 83)
 NH1097_MARKER: DS = TRIANGULATION STATION DISK
 NH1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1097
 NH1097  HISTORY     - Date     Condition        Report By
 NH1097  HISTORY     - 1954     MONUMENTED       CGS
 NH1097  HISTORY     - 1966     GOOD             CGS
 NH1097  HISTORY     - 1973     GOOD             NGS
 NH1097  HISTORY     - 19910529 GOOD             USPSQD
 NH1097  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 NH1097  HISTORY     - 19980527 MARK NOT FOUND   USPSQD
 NH1097  HISTORY     - 20010110 MARK NOT FOUND   PATRIC
 NH1097
 NH1097                          STATION DESCRIPTION
 NH1097
 NH1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1097'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ALGONQUIN
 NH1097'AND 3 MILES NORTHWEST OF WEST DUNDEE ON ROAD RIGHT-OF-WAY
 NH1097'NEAR PROPERTY OF MR. LYLE PRICE.  IT IS 64 FEET NORTHEAST
 NH1097'OF A GRAVEL CROSSROAD INTERSECTION, 27 FEET EAST OF THE
 NH1097'CENTER OF A GRAVEL ROAD, 18 FEET NORTH OF A TELEPHONE POLE,
 NH1097'3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF
 NH1097'A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 NH1097'IS STAMPED CENTERVILLE 1954.
 NH1097'
 NH1097'REFERENCE MARK NO. 1 IS 71 FEET SOUTH OF THE SOUTHEAST CORNER
 NH1097'OF A FRAME GARAGE, 33 FEET SOUTHWEST OF A 32 INCH OAK TREE,
 NH1097'19 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT
 NH1097'SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 NH1097'THE DISK IS STAMPED CENTERVILLE NO 1 1954.
 NH1097'
 NH1097'REFERENCE MARK NO. 2 IS 51 FEET SOUTHWEST OF THE ROAD INTERSECTION,
 NH1097'23 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 1 FOOT NORTHWEST
 NH1097'OF A TELEPHONE POLE AND 1 FOOT NORTH OF A FENCE.  THE MARK
 NH1097'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CENTERVILLE
 NH1097'NO 2 1954.
 NH1097'
 NH1097'AZIMUTH MARK IS 25 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 NH1097'17 FEET WEST OF A POWER LINE POLE, 2 FEET EAST OF A WHITE
 NH1097'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 NH1097'ABOUT 2 INCHES AND THE DISK IS STAMPED CENTERVILLE 1954.
 NH1097'
 NH1097'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH1097'31 (N. 8TH. STREET) AND STATE HIGHWAY 72 (MAIN STREET) IN
 NH1097'THE NORTHWEST SECTION OF WEST DUNDEE, GO WEST ON HIGHWAY
 NH1097'72 FOR 1.5 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH ON
 NH1097'GRAVEL ROAD (ALMORA ROAD) FOR 1.0 MILE TO A CROSSROAD AND
 NH1097'THE STATION IN THE NORTHEAST ANGLE AS DESCRIBED.
 NH1097'
 NH1097'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVEL
 NH1097'ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT, NORTH SIDE
 NH1097'OF ROAD AS DESCRIBED.
 NH1097'
 NH1097'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 NH1097
 NH1097                          STATION RECOVERY (1966)
 NH1097
 NH1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1097'THE STATION MARK, REFERENCE MARKS, AZIMUTH MARK WERE RECOVERED
 NH1097'AND FOUND IN GOOD CONDITION AT THIS TIME.  THERE WAS AN ERROR
 NH1097'FOUND IN THE TO REACH AND THE ROAD NAMES HAVE CHANGED.  BELOW
 NH1097'ARE CHANGES THAT SHOULD BE MADE TO THE PREVIOUS DESCRIPTION.
 NH1097'
 NH1097'THE FENCES MENTIONED BY THE STATION AND REFERENCE MARKS ARE
 NH1097'GONE AND THE STATION IS NOW NORTHEAST OF THE NORTHEAST CORNER
 NH1097'OF THE RANDALL OAKS GOLF COURSE.  STATION IN THE NORTHEAST
 NH1097'ANGLE OF RANDALL AND BINNIE ROADS.
 NH1097'
 NH1097'THE AZIMUTH MARK IS NOW 1 FOOT SOUTHEAST OF A METAL WITNESS
 NH1097'POST AND 32 FEET EAST OF A POWER LINE POLE.
 NH1097'
 NH1097'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 31
 NH1097'AND 72 IN WEST DUNDEE, GO WEST ON HIGHWAY 72 FOR 2.5 MILES
 NH1097'TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTH ON RANDALL
 NH1097'ROAD FOR 1.0 MILE TO A PAVED CROSSROAD AND THE STATION AS
 NH1097'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 NH1097'WEST ON BINNIE ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 NH1097'THE RIGHT.
 NH1097
 NH1097                          STATION RECOVERY (1973)
 NH1097
 NH1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NH1097'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 NH1097'THE AZIMUTH MARK WAS THOUGHT TO BE IN THE WAY OF CONSTRUCTION
 NH1097'BUT WAS FOUND UPON VISIT THAT THE MARK WILL BE SAFE AND
 NH1097'WAS LEFT INTACT.
 NH1097'
 NH1097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 NH1097'MILES NORTHWEST OF WEST DUNDEE
 NH1097
 NH1097                          STATION RECOVERY (1991)
 NH1097
 NH1097'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBL)
 NH1097'RECOVERED IN GOOD CONDITION.
 NH1097
 NH1097                          STATION RECOVERY (1997)
 NH1097
 NH1097'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1097'MARK NOT FOUND.
 NH1097
 NH1097                          STATION RECOVERY (1998)
 NH1097
 NH1097'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1097'MARK NOT FOUND.
 NH1097
 NH1097                          STATION RECOVERY (2001)
 NH1097
 NH1097'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2001 (SL)
 NH1097'LIKELY DESTROYED DUE TO ROAD WIDENING / RECONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0984 ***********************************************************************
 JB0984  DESIGNATION -  CENTRAL
 JB0984  PID         -  JB0984
 JB0984  STATE/COUNTY-  IL/BOND
 JB0984  USGS QUAD   -  BEAVER CREEK (1974)
 JB0984
 JB0984                         *CURRENT SURVEY CONTROL
 JB0984  ___________________________________________________________________
 JB0984* NAD 83(1997)-  38 51 50.01067(N)    089 25 42.73628(W)     ADJUSTED  
 JB0984* NAVD 88     -       165.143  (meters)     541.81   (feet)  ADJUSTED  
 JB0984  ___________________________________________________________________
 JB0984  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JB0984  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JB0984  DYNAMIC HT  -         165.042 (meters)     541.48  (feet)  COMP
 JB0984  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JB0984
 JB0984  HORZ ORDER  -  SECOND
 JB0984  VERT ORDER  -  SECOND    CLASS 0
 JB0984
 JB0984.The horizontal coordinates were established by classical geodetic methods
 JB0984.and adjusted by the National Geodetic Survey in October 1999..
 JB0984
 JB0984.The orthometric height was determined by differential leveling
 JB0984.and adjusted by the National Geodetic Survey in June 1991..
 JB0984
 JB0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0984
 JB0984.The geoid height was determined by GEOID03.
 JB0984
 JB0984.The dynamic height is computed by dividing the NAVD 88
 JB0984.geopotential number by the normal gravity value computed on the
 JB0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0984.degrees latitude (g = 980.6199 gals.).
 JB0984
 JB0984.The modeled gravity was interpolated from observed gravity values.
 JB0984
 JB0984;                    North         East     Units Scale Factor Converg.
 JB0984;SPC IL W     -   244,119.164   764,060.379   MT  0.99999169   +0 27 47.4
 JB0984;SPC IL W     -   800,914.29  2,506,754.76   sFT  0.99999169   +0 27 47.4
 JB0984;SPC IL E     -   244,438.567   204,946.006   MT  1.00008622   -0 41 14.1
 JB0984;SPC IL E     -   801,962.20    672,393.69   sFT  1.00008622   -0 41 14.1
 JB0984;UTM  16      - 4,304,475.616   289,292.801   MT  1.00014674   -1 31 27.8
 JB0984
 JB0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0984!SPC IL W     -   0.99997900  x   0.99999169  =   0.99997069
 JB0984!SPC IL E     -   0.99997900  x   1.00008622  =   1.00006521
 JB0984!UTM  16      -   0.99997900  x   1.00014674  =   1.00012573
 JB0984
 JB0984|---------------------------------------------------------------------|
 JB0984| PID    Reference Object                     Distance      Geod. Az  |
 JB0984|                                                           dddmmss.s |
 JB0984| JB0983 CENTRAL RM 1                         25.022 METERS 06313     |
 JB0984| CI4095 CENTRAL AZ MK                                      0632200.3 |
 JB0984| JB0985 CENTRAL RM 2                         22.864 METERS 24300     |
 JB0984|---------------------------------------------------------------------|
 JB0984
 JB0984                          SUPERSEDED SURVEY CONTROL
 JB0984
 JB0984  NAD 83(1986)-  38 51 50.02966(N)    089 25 42.72763(W) AD(       ) 2
 JB0984  NAD 27      -  38 51 49.86320(N)    089 25 42.44460(W) AD(       ) 2
 JB0984  NGVD 29 (??/??/92)  165.267  (m)          542.21   (f) ADJ UNCH    2 0
 JB0984
 JB0984.Superseded values are not recommended for survey control.
 JB0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0984.See file dsdata.txt to determine how the superseded data were derived.
 JB0984
 JB0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8929304476(NAD 83)
 JB0984_MARKER: DS = TRIANGULATION STATION DISK
 JB0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0984_STAMPING: CENTRAL 1960
 JB0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0984+STABILITY: SURFACE MOTION
 JB0984
 JB0984  HISTORY     - Date     Condition        Report By
 JB0984  HISTORY     - 1960     MONUMENTED       CGS
 JB0984  HISTORY     - 1960     GOOD             CGS
 JB0984  HISTORY     - 1970     GOOD             NGS
 JB0984  HISTORY     - 1970     GOOD             NGS
 JB0984
 JB0984                          STATION DESCRIPTION
 JB0984
 JB0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0984'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHEAST OF POCAHONTAS, ABOUT
 JB0984'2.0 MILES SOUTHWEST OF
 JB0984'GREENVILLE AND IS ON THE NORTH RIGHT-OF-WAY OF U S HIGHWAY 40.
 JB0984'
 JB0984'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 40 AND STATE
 JB0984'HIGHWAY 127, ABOUT 1.5 MILES
 JB0984'SOUTHEAST OF GREENVILLE.  GO SOUTHWEST ON U S HIGHWAY
 JB0984'40 FOR 1.4 MILES TO CROSSROADS,
 JB0984'CONTINUE SOUTHWEST ON U S HIGHWAY 40
 JB0984'FOR 0.85 MILE TO DIM CROSSROADS AND THE STATION ON
 JB0984'THE RIGHT AS DESCRIBED.
 JB0984'
 JB0984'THE STATION IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0984'CONCRETE POST WHICH IS
 JB0984'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 JB0984'STAMPED CENTRAL 1960.  THE
 JB0984'MARK IS 150 FEET WEST-SOUTHWEST OF THE
 JB0984'APPROXIMATE CENTER OF TRACK ROAD, 61.6 FEET
 JB0984'NORTH OF THE APPROXIMATE
 JB0984'CENTER OF U S HIGHWAY 40 AND 7.2 FEET SOUTHWEST OF WITNESS POST.
 JB0984'
 JB0984'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0984'CONCRETE POST WHICH IS SET
 JB0984'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 JB0984'IS STAMPED CENTRAL NO 1 1960.  THE
 JB0984'MARK IS 76 FEET WEST OF THE
 JB0984'APPROXIMATE CENTER OF TRACK ROAD, 75.7 FEET EAST OF
 JB0984'WITNESS POST AND
 JB0984'60 FEET NORTH OF THE APPROXIMATE CENTER OF U S HIGHWAY 40.
 JB0984'
 JB0984'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0984'CONCRETE POST WHICH IS SET
 JB0984'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 JB0984'IS STAMPED CENTRAL NO 2 1960.  THE
 JB0984'MARK IS 81.1 FEET WEST OF WITNESS
 JB0984'POST AND 61 FEET NORTH OF THE APPROXIMATE CENTER OF U S HIGHWAY 40.
 JB0984'
 JB0984'NOTE- THE GREENVILLE, MUNICIPAL WATER TANK WAS USED AS AZIMUTH,
 JB0984'STATION GREEN IS VISIBLE
 JB0984'FROM THE GROUND AND COULD BE USED AS AZIMUTH.
 JB0984
 JB0984                          STATION RECOVERY (1960)
 JB0984
 JB0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0984'4 MI SW FROM GREENVILLE.
 JB0984'ABOUT 1.7 MILES EAST AND SOUTH ALONG STATE HIGHWAY 127 FROM ITS
 JB0984'JUNCTION WITH ALTERNATE U.S. HIGHWAY 40 IN GREENVILLE, THENCE
 JB0984'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, AT A FARM ROAD
 JB0984'CROSSING, 62 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 JB0984'HIGHWAY, 156 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 JB0984'FARM ROAD, 247 FEET WEST OF THE CENTER OF THE JUNCTION, 7.2
 JB0984'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0984'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JB0984'PROJECTING 1 INCH.
 JB0984
 JB0984                          STATION RECOVERY (1970)
 JB0984
 JB0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JB0984'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN
 JB0984'GOOD CONDITION.
 JB0984'THE WATER TANK IS NOW OBSTRUCTED BY TREES AND IT IS
 JB0984'THOUGHT THAT IN THE FUTURE THAT
 JB0984'STATION GREEN 2 1970 WHICH REPLACES
 JB0984'GREEN 1960 MAY BECOME OBSTRUCTED AND AN AZIMUTH
 JB0984'MARK WAS SET.  THE
 JB0984'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 JB0984'REFERENCE MARK 1
 JB0984'WAS FOUND TO BE SHORTER THAN PREVIOUS MEASUREMENT BY 0.08 OF A
 JB0984'FOOT.  THE DISTANCE TO
 JB0984'REFERENCE MARK 2 CHECKED.  THE DESCRIPTION IS
 JB0984'GOOD WITH THE BELOW.
 JB0984'
 JB0984'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JB0984'
 JB0984'REFERENCE MARK 1 IS ABOUT 2 INCHES UNDERGROUND AND THE TRACK ROAD IS
 JB0984'NOW A DRIVEWAY.  A
 JB0984'METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 JB0984'
 JB0984'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 JB0984'
 JB0984'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CENTRAL 1960 1970 SET IN
 JB0984'A DRILL HOLE IN
 JB0984'THE TOP OF A CONCRETE CULVERT, 0.25 MILE NORTHEAST
 JB0984'ALONG U S HIGHWAY 40 FROM THE
 JB0984'STATION, 34 FEET NORTHWEST OF THE
 JB0984'CENTERLINE OF THE HIGHWAY, 15 FEET NORTHEAST OF
 JB0984'THE CENTERLINE OF A
 JB0984'FIELD ENTRANCE, 3 FEET EAST OF A METAL WITNESS POST AND 2 FEET
 JB0984'SOUTH OF THE
 JB0984'NORTHWEST CORNER OF THE CULVERT.
 JB0984'
 JB0984'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0984
 JB0984                          STATION RECOVERY (1970)
 JB0984
 JB0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0914 ***********************************************************************
 KB0914  DESIGNATION -  CENTRAL
 KB0914  PID         -  KB0914
 KB0914  STATE/COUNTY-  IL/MACOUPIN
 KB0914  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0914
 KB0914                         *CURRENT SURVEY CONTROL
 KB0914  ___________________________________________________________________
 KB0914* NAD 83(1997)-  39 02 58.84558(N)    089 43 36.25195(W)     ADJUSTED  
 KB0914* NAVD 88     -       199.281  (meters)     653.81   (feet)  ADJUSTED  
 KB0914  ___________________________________________________________________
 KB0914  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 KB0914  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KB0914  DYNAMIC HT  -         199.163 (meters)     653.42  (feet)  COMP
 KB0914  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 KB0914
 KB0914  HORZ ORDER  -  SECOND
 KB0914  VERT ORDER  -  SECOND    CLASS 0
 KB0914
 KB0914.The horizontal coordinates were established by classical geodetic methods
 KB0914.and adjusted by the National Geodetic Survey in October 1999..
 KB0914
 KB0914.The orthometric height was determined by differential leveling
 KB0914.and adjusted by the National Geodetic Survey in June 1991..
 KB0914
 KB0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0914
 KB0914.The geoid height was determined by GEOID03.
 KB0914
 KB0914.The dynamic height is computed by dividing the NAVD 88
 KB0914.geopotential number by the normal gravity value computed on the
 KB0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0914.degrees latitude (g = 980.6199 gals.).
 KB0914
 KB0914.The modeled gravity was interpolated from observed gravity values.
 KB0914
 KB0914;                    North         East     Units Scale Factor Converg.
 KB0914;SPC IL W     -   264,576.260   738,080.729   MT  0.99995903   +0 16 37.8
 KB0914;SPC IL W     -   868,030.61  2,421,519.86   sFT  0.99995903   +0 16 37.8
 KB0914;UTM  16      - 4,325,828.401   264,033.732   MT  1.00028566   -1 43 07.0
 KB0914
 KB0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0914!SPC IL W     -   0.99997363  x   0.99995903  =   0.99993266
 KB0914!UTM  16      -   0.99997363  x   1.00028566  =   1.00025928
 KB0914
 KB0914:                Primary Azimuth Mark                     Grid Az
 KB0914:SPC IL W     -  MOUNT OLIVE MUNICIPAL TANK               359 51 17.0
 KB0914:UTM  16      -  MOUNT OLIVE MUNICIPAL TANK               001 51 01.8
 KB0914
 KB0914|---------------------------------------------------------------------|
 KB0914| PID    Reference Object                     Distance      Geod. Az  |
 KB0914|                                                           dddmmss.s |
 KB0914| KB1439 MOUNT OLIVE MUNICIPAL TANK          APPROX. 2.7 KM 0000754.8 |
 KB0914| KB1437 MOUNT OLIVE IMMANUEL LUTH CH        APPROX. 2.5 KM 0005615.1 |
 KB0914| KB0913 CENTRAL RM 1                         23.885 METERS 10027     |
 KB0914| KB1456 STAUNTON MUNICIPAL TANK             APPROX. 5.7 KM 2362819.4 |
 KB0914| KB1438 MT OLIVE ILL PWR LT MICRO MAST      APPROX. 2.1 KM 2504240.8 |
 KB0914| CI6812 CENTRAL AZ MK                                      2900919.4 |
 KB0914| KB1447 GILLESPIE ATT MICROWAVE TOWER       APPROX.12.7 KM 3143658.2 |
 KB0914| KB0912 CENTRAL RM 2                         24.275 METERS 35231     |
 KB0914|---------------------------------------------------------------------|
 KB0914
 KB0914                          SUPERSEDED SURVEY CONTROL
 KB0914
 KB0914  NAD 83(1986)-  39 02 58.85486(N)    089 43 36.24498(W) AD(       ) 2
 KB0914  NAD 27      -  39 02 58.68840(N)    089 43 35.91390(W) AD(       ) 2
 KB0914  NGVD 29 (??/??/92)  199.403  (m)          654.21   (f) ADJ UNCH    2 0
 KB0914
 KB0914.Superseded values are not recommended for survey control.
 KB0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0914.See file dsdata.txt to determine how the superseded data were derived.
 KB0914
 KB0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6403425828(NAD 83)
 KB0914_MARKER: DE = TRAVERSE STATION DISK
 KB0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0914_STAMPING: CENTRAL 1960
 KB0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0914+STABILITY: SURFACE MOTION
 KB0914
 KB0914  HISTORY     - Date     Condition        Report By
 KB0914  HISTORY     - 1960     MONUMENTED       CGS
 KB0914  HISTORY     - 1960     GOOD             CGS
 KB0914
 KB0914                          STATION DESCRIPTION
 KB0914
 KB0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB0914'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF MOUNT OLIVE, 1-1/2
 KB0914'MILES EAST OF U.S. HIGHWAY 66 AND ON THE EAST SIDE OF THE
 KB0914'ILLINOIS CENTRAL RAILROAD.
 KB0914'
 KB0914'TO REACH THE STATION FROM THE POST OFFICE IN MOUNT OLIVE, GO SOUTH ON
 KB0914'POPLAR STREET FOR 1.0 MILE TO A CROSSROAD, CONTINUE SOUTH
 KB0914'0.55 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT CROSSING RAILROAD
 KB0914'TRACKS TO A GATE AND THE STATION IN THE SOUTHWEST CORNER OF BARN
 KB0914'YARD.
 KB0914'
 KB0914'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH
 KB0914'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB0914'GROUND AND IS STAMPED CENTRAL 1960. THE MARK IS 66 FEET SOUTHWEST OF
 KB0914'THE SOUTHWEST CORNER OF BARN, 33 FEET EAST OF THE EAST RAIL OF
 KB0914'RAILROAD TRACKS, 14 FEET NORTHEAST OF A FENCE CORNER AND 11.6 FEET
 KB0914'EAST OF A WITNESS POST AND FENCE.
 KB0914'
 KB0914'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB0914'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 KB0914'STAMPED CENTRAL NO 1 1960. THE MARK IS 69 FEET SOUTHEAST OF THE
 KB0914'SOUTHWEST CORNER OF BARN, 16 FEET WEST OF FENCE CORNER AND 1 FOOT
 KB0914'NORTH OF A FENCE.
 KB0914'
 KB0914'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB0914'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 KB0914'STAMPED CENTRAL NO 2 1960. THE MARK IS 64 FEET NORTHWEST OF THE
 KB0914'SOUTHWEST CORNER OF BARN, 23 FEET EAST OF THE EAST RAIL OF
 KB0914'RAILROAD TRACKS AND 1 FOOT EAST OF A FENCE.
 KB0914'
 KB0914'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 KB0914'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED
 KB0914'CENTRAL 1960. THE MARK IS 75 FEET EAST OF EAST RAIL OF RAILROAD
 KB0914'TRACKS, 2.8 FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET SOUTH OF A
 KB0914'WITNESS POST.
 KB0914'
 KB0914'TO REACH FROM THE STATION, GO NORTH FOR 0.55 MILE TO A CROSSROAD,
 KB0914'TURN LEFT FOR 0.45 MILE TO RAILROAD TRACKS, CROSS TRACKS, TURN
 KB0914'LEFT FOR 0.15 MILE TO RAILROAD TRACKS, CROSS TRACKS, TURN RIGHT
 KB0914'KEEPING TO THE EAST SIDE OF RAILROAD FOR 0.2 MILE TO THE AZIMUTH
 KB0914'MARK AS DESCRIBED.
 KB0914
 KB0914                          STATION RECOVERY (1960)
 KB0914
 KB0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB0914'1.6 MI S FROM MOUNT OLIVE.
 KB0914'ABOUT 1.6 MILES SOUTH ALONG SOUTH POPLAR STREET AND A BLACK-TOP
 KB0914'ROAD FROM ITS JUNCTION WITH MAIN STREET IN MOUNT OLIVE, AT A
 KB0914'JUNCTION OF A DRIVE WAY EAST TO A BARNLOT, 77 FEET EAST OF ROAD,
 KB0914'32 FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAIL ROAD,
 KB0914'22 FEET NORTH OF THE BARNLOT DRIVE, 11 FEET NORTH OF A FENCE, 11
 KB0914'FEET EAST OF A FENCE, 14 FEET NORTHEAST OF A FENCE CORNER, 11.6
 KB0914'FEET NORTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 KB0914'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KB0914'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0621 ***********************************************************************
 LC0621  DESIGNATION -  CENTRAL
 LC0621  PID         -  LC0621
 LC0621  STATE/COUNTY-  IL/MCLEAN
 LC0621  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0621
 LC0621                         *CURRENT SURVEY CONTROL
 LC0621  ___________________________________________________________________
 LC0621* NAD 83(1997)-  40 25 24.71192(N)    088 56 31.20342(W)     ADJUSTED  
 LC0621* NAVD 88     -       264.421  (meters)     867.52   (feet)  ADJUSTED  
 LC0621  ___________________________________________________________________
 LC0621  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 LC0621  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0621  DYNAMIC HT  -         264.296 (meters)     867.11  (feet)  COMP
 LC0621  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 LC0621
 LC0621  HORZ ORDER  -  SECOND
 LC0621  VERT ORDER  -  FIRST     CLASS II
 LC0621
 LC0621.The horizontal coordinates were established by classical geodetic methods
 LC0621.and adjusted by the National Geodetic Survey in October 1999..
 LC0621
 LC0621.The orthometric height was determined by differential leveling
 LC0621.and adjusted by the National Geodetic Survey in June 1991..
 LC0621
 LC0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0621
 LC0621.The geoid height was determined by GEOID03.
 LC0621
 LC0621.The dynamic height is computed by dividing the NAVD 88
 LC0621.geopotential number by the normal gravity value computed on the
 LC0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0621.degrees latitude (g = 980.6199 gals.).
 LC0621
 LC0621.The modeled gravity was interpolated from observed gravity values.
 LC0621
 LC0621;                    North         East     Units Scale Factor Converg.
 LC0621;SPC IL E     -   417,205.389   248,347.204   MT  1.00000783   -0 23 40.9
 LC0621;SPC IL E     - 1,368,781.35    814,785.79   sFT  1.00000783   -0 23 40.9
 LC0621;UTM  16      - 4,476,577.526   335,254.990   MT  0.99993410   -1 15 34.3
 LC0621
 LC0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0621!SPC IL E     -   0.99996355  x   1.00000783  =   0.99997138
 LC0621!UTM  16      -   0.99996355  x   0.99993410  =   0.99989765
 LC0621
 LC0621|---------------------------------------------------------------------|
 LC0621| PID    Reference Object                     Distance      Geod. Az  |
 LC0621|                                                           dddmmss.s |
 LC0621| LC0375 S 164                                19.012 METERS 10011     |
 LC0621| LC0622 CENTRAL RM 2                         15.650 METERS 16100     |
 LC0621| LC1821 BLOOMINGTON CO NURSING HOME TK      APPROX. 4.9 KM 2572258.9 |
 LC0621| LC0620 CENTRAL AZ MK                                      2983814.3 |
 LC0621|---------------------------------------------------------------------|
 LC0621
 LC0621                          SUPERSEDED SURVEY CONTROL
 LC0621
 LC0621  NAD 83(1986)-  40 25 24.72312(N)    088 56 31.20332(W) AD(       ) 2
 LC0621  NAD 27      -  40 25 24.59420(N)    088 56 30.92930(W) AD(       ) 2
 LC0621  NGVD 29 (??/??/92)  264.482  (m)          867.72   (f) ADJ UNCH    1 2
 LC0621
 LC0621.Superseded values are not recommended for survey control.
 LC0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0621.See file dsdata.txt to determine how the superseded data were derived.
 LC0621
 LC0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3525576578(NAD 83)
 LC0621_MARKER: DS = TRIANGULATION STATION DISK
 LC0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0621_SP_SET: CONCRETE POST
 LC0621_STAMPING: CENTRAL 1959
 LC0621_MARK LOGO: CGS   
 LC0621_PROJECTION: PROJECTING 5 CENTIMETERS
 LC0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0621+STABILITY: SURFACE MOTION
 LC0621
 LC0621  HISTORY     - Date     Condition        Report By
 LC0621  HISTORY     - 1959     MONUMENTED       CGS
 LC0621  HISTORY     - 1959     GOOD             CGS
 LC0621  HISTORY     - 1965     GOOD             CGS
 LC0621  HISTORY     - 1969     GOOD             CGS
 LC0621  HISTORY     - 1986     GOOD             NGS
 LC0621
 LC0621                          STATION DESCRIPTION
 LC0621
 LC0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0621'THE STATION IS ABOUT 3 MILES SOUTHEAST OF SOUTHEAST EDGE OF
 LC0621'BLOOMINGTON, 1 MILE SOUTH OF U.S. HIGHWAY 150, ABOUT 4 MILES
 LC0621'NORTHWEST OF DOWNS AND ON RIGHT-OF-WAY OF PRIVATE ROAD LEADING
 LC0621'TO CLARKE BOZARTH FARM HOUSE.
 LC0621'
 LC0621'TO REACH FROM THE INTERSECTIONS OF U.S. HIGHWAYS 51 AND 66
 LC0621'AT THE SOUTHEAST EDGE OF BLOOMINGTON, GO SOUTH ON U.S. HIGHWAY
 LC0621'51 FOR 2.05 MILES TO A SURFACED SIDE ROAD EAST AND COLONIAL
 LC0621'MOTEL IN THE SOUTHEAST ANGLE OF INTERSECTION, TURN LEFT
 LC0621'AND FOLLOW SURFACED ROAD EAST FOR 2.45 MILES TO A GRAVELED
 LC0621'SIDE ROAD RIGHT, JUST BEFORE CROSSING RAILROAD TRACKS.  TURN
 LC0621'RIGHT ON SIDE ROAD ALONG SOUTHWEST SIDE OF RAILROAD FOR
 LC0621'0.2 MILE TO WHERE ROAD MAKES A SLIGHT TURN AND STATION ON
 LC0621'RIGHT AS DESCRIBED.
 LC0621'
 LC0621'STATION MARK, IS A STANDARD DISK STAMPED CENTRAL 1959, SET
 LC0621'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6
 LC0621'INCHES.  IT IS 2 FEET NORTHEAST OF A WITNESS POST, 12 FEET
 LC0621'SOUTHWEST OF APPROXIMATE CENTER OF GRAVELED ROAD AND 2.4
 LC0621'FEET NORTHEAST OF FENCE LINE.
 LC0621'
 LC0621'BENCH MARK, IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 LC0621'STAMPED S164 1954, SET IN TOP OF A 12 INCH ROUND CONCRETE
 LC0621'POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS 1.8 FEET EAST
 LC0621'OF WITNESS POST, 37 FEET NORTHEAST OF APPROXIMATE CENTER
 LC0621'OF GRAVELED ROAD AND 6 FEET NORTH OF FENCE CORNER.  A TRAVERSE
 LC0621'CONNECTION WAS MADE TO STATION CENTRAL AND THE DISTANCE
 LC0621'IS 62.38 FEET OR 19.012 METERS.
 LC0621'
 LC0621'REFERENCE MARK NUMBER 2, IS A STANDARD DISK STAMPED CENTRAL
 LC0621'NO 2 1959, SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0621'ABOUT 2 INCHES.  IT IS 17 FEET WEST OF APPROXIMATE CENTER
 LC0621'OF GRAVELED ROAD, 1 FOOT EAST OF FENCE LINE AND 5 FEET
 LC0621'SOUTH-SOUTHEAST OF WITNESS POST.
 LC0621'
 LC0621'AZIMUTH MARK, IS A STANDARD DISK STAMPED CENTRAL 1959, SET
 LC0621'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6
 LC0621'INCHES.  IT IS 1.9 FEET EAST OF WITNESS POST, 30 FEET SOUTH
 LC0621'OF APPROXIMATE CENTER OF ROAD, 1 FOOT NORTH OF FENCE LINE
 LC0621'AND 54 FEET EAST OF A DRIVEWAY.
 LC0621'
 LC0621'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 LC0621'FOR 0.2 MILE TO SURFACED ROAD, TURN LEFT FOR 0.05 MILE TO
 LC0621'AZIMUTH MARK ON SOUTH SIDE OF ROAD AS DESCRIBED.
 LC0621
 LC0621                          STATION RECOVERY (1959)
 LC0621
 LC0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0621'4.7 MI SE FROM BLOOMINGTON.
 LC0621'ABOUT 4.7 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0621'FROM THE FREIGHT STATION AT BLOOMINGTON, ABOUT 4.15 MILES NORTHWEST
 LC0621'OF THE STATION AT DOWNS, ABOUT 0.15 MILES SOUTHEAST OF A GRAVEL
 LC0621'ROAD CROSSING, 66 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12 FEET
 LC0621'WEST-SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD AT THE CENTER
 LC0621'OF A CURVE EXTENDING SOUTH AWAY FROM THE TRACK AND PARALLELING
 LC0621'THE TRACK TO THE NORTHWEST, 17 FEET SOUTH-SOUTHEAST OF A FENCE
 LC0621'CORNER, 58 FEET WEST-SOUTHWEST OF TELEPHONE POLE NUMBER 161/14,
 LC0621'2 1/2 FEET NORTHEAST OF A FENCE, 1.9 FEET EAST-NORTHEAST OF A METAL
 LC0621'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN
 LC0621'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LC0621
 LC0621                          STATION RECOVERY (1965)
 LC0621
 LC0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 LC0621'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LC0621
 LC0621                          STATION RECOVERY (1969)
 LC0621
 LC0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LC0621'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  ANYONE
 LC0621'USING THIS STATION SHOULD FIRST GET PERMISSION FROM CLARKE
 LC0621'BOZARTH.
 LC0621
 LC0621                          STATION RECOVERY (1986)
 LC0621
 LC0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0621'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM
 LC0621'(0.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH
 LC0621'INTERSTATE HIGHWAY 55 BUSINESS LOOP IN BLOOMINGTON, THENCE 0.8 KM
 LC0621'(0.5 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE 3.0 KM (1.85 MI)
 LC0621'SOUTHEASTERLY ALONG THE CONRAIL RAILROAD, 0.3 KM (0.2 MI) SOUTHEAST OF
 LC0621'THE INTERSECTION OF A PAVED ROAD, 13.7 M (44.9 FT) SOUTHWEST OF THE
 LC0621'NEAR RAIL, 5.1 M (16.7 FT) SOUTHWEST OF THE CENTER OF A GRAVELED ROAD,
 LC0621'AND 4.7 M (15.4 FT) SOUTHEAST OF A FENCE CORNER.
 LC0621'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST AND FENCE
 LC0621'THE MARK IS ABOVE LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0620 ***********************************************************************
 LC0620  DESIGNATION -  CENTRAL AZ MK
 LC0620  PID         -  LC0620
 LC0620  STATE/COUNTY-  IL/MCLEAN
 LC0620  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0620
 LC0620                         *CURRENT SURVEY CONTROL
 LC0620  ___________________________________________________________________
 LC0620* NAD 83(1986)-  40 25 30.     (N)    088 56 44.     (W)     SCALED    
 LC0620* NAVD 88     -       264.662  (meters)     868.31   (feet)  ADJUSTED  
 LC0620  ___________________________________________________________________
 LC0620  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0620  DYNAMIC HT  -         264.536 (meters)     867.90  (feet)  COMP
 LC0620  MODELED GRAV-     980,143.1   (mgal)                       NAVD 88
 LC0620
 LC0620  VERT ORDER  -  FIRST     CLASS II
 LC0620
 LC0620.The horizontal coordinates were scaled from a topographic map and have
 LC0620.an estimated accuracy of +/- 6 seconds.
 LC0620
 LC0620.The orthometric height was determined by differential leveling
 LC0620.and adjusted by the National Geodetic Survey in June 1991..
 LC0620
 LC0620.The geoid height was determined by GEOID03.
 LC0620
 LC0620.The dynamic height is computed by dividing the NAVD 88
 LC0620.geopotential number by the normal gravity value computed on the
 LC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0620.degrees latitude (g = 980.6199 gals.).
 LC0620
 LC0620.The modeled gravity was interpolated from observed gravity values.
 LC0620
 LC0620;                    North         East    Units  Estimated Accuracy
 LC0620;SPC IL E     -   417,370.      248,050.      MT  (+/- 180 meters Scaled)
 LC0620
 LC0620                          SUPERSEDED SURVEY CONTROL
 LC0620
 LC0620  NGVD 29 (??/??/92)  264.727  (m)          868.53   (f) ADJ UNCH    1 2
 LC0620
 LC0620.Superseded values are not recommended for survey control.
 LC0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0620.See file dsdata.txt to determine how the superseded data were derived.
 LC0620
 LC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK349767(NAD 83)
 LC0620_MARKER: DZ = AZIMUTH MARK DISK
 LC0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0620_SP_SET: CONCRETE POST
 LC0620_STAMPING: CENTRAL 1959
 LC0620_MARK LOGO: CGS   
 LC0620_PROJECTION: PROJECTING 7 CENTIMETERS
 LC0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0620+STABILITY: SURFACE MOTION
 LC0620
 LC0620  HISTORY     - Date     Condition        Report By
 LC0620  HISTORY     - 1959     MONUMENTED       CGS
 LC0620  HISTORY     - 1986     GOOD             NGS
 LC0620
 LC0620                          STATION DESCRIPTION
 LC0620
 LC0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0620'4.6 MI SE FROM BLOOMINGTON.
 LC0620'ABOUT 4.55 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0620'FROM THE FREIGHT STATION AT BLOOMINGTON, THENCE 0.05 MILES WEST
 LC0620'ALONG AN ASPHALT ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LC0620'1 FOOT NORTH OF A FENCE, 4 FEET WEST OF A T-FENCE CORNER, 53 FEET
 LC0620'EAST OF THE CENTER LINE OF A DRIVEWAY SOUTH TO A FARM HOUSE, 1.9
 LC0620'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 LC0620'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LC0620
 LC0620                          STATION RECOVERY (1986)
 LC0620
 LC0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0620'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.1 KM
 LC0620'(0.7 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH
 LC0620'INTERSTATE HIGHWAY 55 BUSINESS LOOP IN BLOOMINGTON, THENCE 0.8 KM
 LC0620'(0.5 MI) SOUTHERLY ALONG A PAVED ROAD, THENCE 2.7 KM (1.7 MI)
 LC0620'SOUTHEASTERLY ALONG THE CONRAIL RAILROAD, THENCE 0.1 KM (0.05 MI) WEST
 LC0620'ALONG A PAVED ROAD, 16.6 M (54.5 FT) EAST OF THE CENTER OF A DRIVEWAY,
 LC0620'9.5 M (31.2 FT) SOUTH OF THE CENTER OF THE ROAD, AND 0.2 M (0.7 FT)
 LC0620'EAST OF A 4 BY 4 INCH CONCRETE RIGHT-OF-WAY POST.
 LC0620'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 LC0620'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1823 ***********************************************************************
 JB1823  DESIGNATION -  CENTRAL ILL P S KSA 749 MAST
 JB1823  PID         -  JB1823
 JB1823  STATE/COUNTY-  IL/MARION
 JB1823  USGS QUAD   -  FAIRMAN (1970)
 JB1823
 JB1823                         *CURRENT SURVEY CONTROL
 JB1823  ___________________________________________________________________
 JB1823* NAD 83(1997)-  38 40 41.83122(N)    089 05 59.07152(W)     ADJUSTED  
 JB1823* NAVD 88     -                                                        
 JB1823  ___________________________________________________________________
 JB1823  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 JB1823  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JB1823
 JB1823  HORZ ORDER  -  THIRD
 JB1823
 JB1823.The horizontal coordinates were established by classical geodetic methods
 JB1823.and adjusted by the National Geodetic Survey in October 1999..
 JB1823
 JB1823
 JB1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1823
 JB1823.The geoid height was determined by GEOID03.
 JB1823
 JB1823;                    North         East     Units Scale Factor Converg.
 JB1823;SPC IL E     -   223,543.493   233,310.394   MT  1.00002975   -0 28 44.3
 JB1823;SPC IL E     -   733,408.94    765,452.52   sFT  1.00002975   -0 28 44.3
 JB1823;UTM  16      - 4,283,168.781   317,350.120   MT  1.00001083   -1 18 45.3
 JB1823
 JB1823                          SUPERSEDED SURVEY CONTROL
 JB1823
 JB1823  NAD 83(1986)-  38 40 41.84719(N)    089 05 59.06745(W) AD(       ) 4
 JB1823  NAD 27      -  38 40 41.67052(N)    089 05 58.83211(W) AD(       ) 3
 JB1823
 JB1823.Superseded values are not recommended for survey control.
 JB1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1823.See file dsdata.txt to determine how the superseded data were derived.
 JB1823
 JB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1735083169(NAD 83)
 JB1823_MARKER: 42 = RADIO/TV MAST
 JB1823
 JB1823  HISTORY     - Date     Condition        Report By
 JB1823  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1823
 JB1823                          STATION DESCRIPTION
 JB1823
 JB1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1823'THE STATION IS THE CENTER OF THE RED LIGHT ATOP THE EAST ONE OF TWIN
 JB1823'GUYED MASTS SET
 JB1823'ABOUT TEN FEET APART AND CONNECTED AT THE TOP WITH
 JB1823'TWO FAN SHAPED MICRO-WAVE SCREENS.
 JB1823'IT IS PAINTED IN ALTERNATE
 JB1823'SECTIONS OF RED AND WHITE.  THE OVERALL HEIGHT IS 135
 JB1823'FEET.  IT IS
 JB1823'OWNED AND OPERATED BY CENTRAL ILLINOIS PUBLIC SERVICE CO,.
 JB1823'
 JB1823'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 50 AND 51 IN SANDOVAL, GO
 JB1823'NORTH ON HIGHWAY 51 FOR
 JB1823'4.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 JB1823'EAST ON A PAVED ROAD FOR 0.3 MILE
 JB1823'TO THE MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1538 ***********************************************************************
 KB1538  DESIGNATION -  CENTRAL ILL PUB SER RAD KSE 42
 KB1538  PID         -  KB1538
 KB1538  STATE/COUNTY-  IL/SANGAMON
 KB1538  USGS QUAD   -  PLEASANT PLAINS (1971)
 KB1538
 KB1538                         *CURRENT SURVEY CONTROL
 KB1538  ___________________________________________________________________
 KB1538* NAD 83(1997)-  39 48 02.01866(N)    089 57 21.01824(W)     ADJUSTED  
 KB1538* NAVD 88     -                                                        
 KB1538  ___________________________________________________________________
 KB1538  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 KB1538  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KB1538
 KB1538  HORZ ORDER  -  THIRD
 KB1538
 KB1538.The horizontal coordinates were established by classical geodetic methods
 KB1538.and adjusted by the National Geodetic Survey in October 1999..
 KB1538
 KB1538
 KB1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1538
 KB1538.The geoid height was determined by GEOID03.
 KB1538
 KB1538;                    North         East     Units Scale Factor Converg.
 KB1538;SPC IL W     -   347,866.080   718,054.652   MT  0.99994519   +0 08 05.8
 KB1538;SPC IL W     - 1,141,290.63  2,355,817.64   sFT  0.99994519   +0 08 05.8
 KB1538;UTM  16      - 4,409,802.281   246,937.531   MT  1.00038849   -1 53 35.1
 KB1538;UTM  15      - 4,410,056.001   760,625.488   MT  1.00043633   +1 56 59.0
 KB1538
 KB1538                          SUPERSEDED SURVEY CONTROL
 KB1538
 KB1538  NAD 83(1997)-  39 48 02.02360(N)    089 57 21.01007(W) AD(       ) 4
 KB1538  NAD 83(1986)-  39 48 02.02730(N)    089 57 21.00820(W) AD(       ) 4
 KB1538  NAD 27      -  39 48 01.84700(N)    089 57 20.63100(W) AD(       ) 3
 KB1538
 KB1538.Superseded values are not recommended for survey control.
 KB1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1538.See file dsdata.txt to determine how the superseded data were derived.
 KB1538
 KB1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK4693809802(NAD 83)
 KB1538_MARKER: 43 = RADIO/TV TOWER
 KB1538
 KB1538  HISTORY     - Date     Condition        Report By
 KB1538  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1538
 KB1538                          STATION DESCRIPTION
 KB1538
 KB1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 KB1538'THE STATION IS THE CENTER OF THE RED OBSTRUCTION LIGHT ATOP THE TOWER
 KB1538'LOCATED ABOUT 7 MILES SOUTHEAST OF ASHLAND, AND 5 MILES SOUTHWEST
 KB1538'OF PLEASANT PLAINS. THE TOWER IS A SELF SUPPORTING CROSS SECTION
 KB1538'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 KB1538'INTERNATIONAL ORANGE AND WHITE. THE HEIGHT IS APPROXIMATELY 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1436 ***********************************************************************
 JB1436  DESIGNATION -  CENTRAL RESET
 JB1436  PID         -  JB1436
 JB1436  STATE/COUNTY-  IL/ST CLAIR
 JB1436  USGS QUAD   -  O'FALLON (1991)
 JB1436
 JB1436                         *CURRENT SURVEY CONTROL
 JB1436  ___________________________________________________________________
 JB1436* NAD 83(1986)-  38 35 21.     (N)    089 56 52.     (W)     SCALED    
 JB1436* NAVD 88     -       166.38   (meters)     545.9    (feet)  RESET     
 JB1436  ___________________________________________________________________
 JB1436  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB1436
 JB1436  VERT ORDER  -  THIRD
 JB1436
 JB1436.The horizontal coordinates were scaled from a topographic map and have
 JB1436.an estimated accuracy of +/- 6 seconds.
 JB1436
 JB1436.The orthometric height was computed from unverified reset data.
 JB1436.No vertical observational check was made to the station.
 JB1436
 JB1436.The geoid height was determined by GEOID03.
 JB1436
 JB1436;                    North         East    Units  Estimated Accuracy
 JB1436;SPC IL W     -   213,390.      719,070.      MT  (+/- 180 meters Scaled)
 JB1436
 JB1436                          SUPERSEDED SURVEY CONTROL
 JB1436
 JB1436  NGVD 29 (??/??/??)  166.48   (m)          546.2    (f) RESET       3  
 JB1436
 JB1436.Superseded values are not recommended for survey control.
 JB1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1436.See file dsdata.txt to determine how the superseded data were derived.
 JB1436
 JB1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH432753(NAD 83)
 JB1436_MARKER: DS = TRIANGULATION STATION DISK
 JB1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1436_STAMPING: CENTRAL 1961 1966
 JB1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1436+STABILITY: SURFACE MOTION
 JB1436
 JB1436  HISTORY     - Date     Condition        Report By
 JB1436  HISTORY     - 1966     MONUMENTED       CGS
 JB1436  HISTORY     - 1967     GOOD             CGS
 JB1436
 JB1436                          STATION DESCRIPTION
 JB1436
 JB1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JB1436'THE STATION AND REFERENCE MARKS WERE RECOVERD AND FOUND IN GOOD
 JB1436'CONDITION AND AS DESCRIBED.  THE DISTANCE AND DIRECTION TO THE MARKS
 JB1436'CHECKED.  REFERENCE MARK 1 WAS DESTROYED AT THIS TIME AT THE REQUEST
 JB1436'OF SCHOOL OFFICIALS AND THE STATION MARK WAS LOWERED TO ALLOW SOME
 JB1436'MINOR GRADING FOR A NEW SCHOOL BUILDING.  MR CHARLES SCHILLER IN
 JB1436'CHARGE OF CONSTRUCTION ASSURED THIS PARTY THAT THE MARKS IN THEIR
 JB1436'PRESENT POSITION WILL BE SAFE FORM PRESENT CONSTRUCTION.  THE
 JB1436'PREVIOUS TO REACH IS GOOD BUT SOME ADDITONAL REFERENCE MEASUREMENTS
 JB1436'WERE MADE AND ARE LISTED BELOW.
 JB1436'
 JB1436'STATION IS 76 FEET SOUTHEAST OF A POWER POLE, 60 FEET NORTHEAST OF THE
 JB1436'NORTHEAST CORNER OF A FRAME HOUSE, 53 FEET SOUTH OF A FENCE AND 46
 JB1436'FEET NORTH OF A 14 INCH MAPLE TREE.  THE MONUMENT IS 6 INCHES BELOW
 JB1436'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CENTRAL 1961 1966.
 JB1436'
 JB1436'REFERENCE MARK 2 IS 62 FEET SOUTHWEST OF THE MAPLE TREE AND 31 FEET
 JB1436'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.  THE MONUMENT IS FLUSH
 JB1436'AND THE DISK IS STAMPED CENTRAL NO 2 1961.
 JB1436'
 JB1436'REFERENCE MARK 3 IS 64 FEET SOUTHEAST OF THE POWER POLE, 53 FEET SOUTH
 JB1436'OF THE FENCE, 52 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE
 JB1436'AND 49 FEET NORTHWEST OF THE MAPLE TREE.  THE MONUMENT IS FLUSH AND
 JB1436'THE DISK IS STAMPED CENTRAL NO 3 1961 1966.
 JB1436'
 JB1436'NOTE- THE STATION MARK IS NOW LOWER IN ELEVATION BY .475 FEET, .144
 JB1436'METERS.
 JB1436
 JB1436                          STATION RECOVERY (1967)
 JB1436
 JB1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JB1436'2 MI W FROM O FALLON.
 JB1436'DESCRIPTION TO THIS POINT AND TO REACH THE SAME AS TO CENTRAL
 JB1436'1961, EXCEPT THE MARK IS NOW 6 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0983 ***********************************************************************
 JB0983  DESIGNATION -  CENTRAL RM 1
 JB0983  PID         -  JB0983
 JB0983  STATE/COUNTY-  IL/BOND
 JB0983  USGS QUAD   -  BEAVER CREEK (1974)
 JB0983
 JB0983                         *CURRENT SURVEY CONTROL
 JB0983  ___________________________________________________________________
 JB0983* NAD 83(1986)-  38 51 49.     (N)    089 25 42.     (W)     SCALED    
 JB0983* NAVD 88     -       165.060  (meters)     541.53   (feet)  ADJUSTED  
 JB0983  ___________________________________________________________________
 JB0983  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JB0983  DYNAMIC HT  -         164.959 (meters)     541.20  (feet)  COMP
 JB0983  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JB0983
 JB0983  VERT ORDER  -  SECOND    CLASS 0
 JB0983
 JB0983.The horizontal coordinates were scaled from a topographic map and have
 JB0983.an estimated accuracy of +/- 6 seconds.
 JB0983
 JB0983.The orthometric height was determined by differential leveling
 JB0983.and adjusted by the National Geodetic Survey in June 1991..
 JB0983
 JB0983.The geoid height was determined by GEOID03.
 JB0983
 JB0983.The dynamic height is computed by dividing the NAVD 88
 JB0983.geopotential number by the normal gravity value computed on the
 JB0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0983.degrees latitude (g = 980.6199 gals.).
 JB0983
 JB0983.The modeled gravity was interpolated from observed gravity values.
 JB0983
 JB0983;                    North         East    Units  Estimated Accuracy
 JB0983;SPC IL W     -   244,090.      764,080.      MT  (+/- 180 meters Scaled)
 JB0983
 JB0983                          SUPERSEDED SURVEY CONTROL
 JB0983
 JB0983  NGVD 29 (??/??/92)  165.184  (m)          541.94   (f) ADJ UNCH    2 0
 JB0983
 JB0983.Superseded values are not recommended for survey control.
 JB0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0983.See file dsdata.txt to determine how the superseded data were derived.
 JB0983
 JB0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ893044(NAD 83)
 JB0983_MARKER: DR = REFERENCE MARK DISK
 JB0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0983_STAMPING: CENTRAL NO 1 1960
 JB0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0983+STABILITY: SURFACE MOTION
 JB0983
 JB0983  HISTORY     - Date     Condition        Report By
 JB0983  HISTORY     - 1960     MONUMENTED       CGS
 JB0983  HISTORY     - 1970     GOOD             NGS
 JB0983
 JB0983                          STATION DESCRIPTION
 JB0983
 JB0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0983'4 MI SW FROM GREENVILLE.
 JB0983'ABOUT 1.7 MILES EAST AND SOUTH ALONG STATE HIGHWAY 127 FROM ITS
 JB0983'JUNCTION WITH ALTERNATE U.S. HIGHWAY 40 IN GREENVILLE, THENCE
 JB0983'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, AT A FARM ROAD
 JB0983'CROSSING, 60 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 JB0983'HIGHWAY, 74 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE FARM
 JB0983'ROAD, 81 FEET WEST OF THE CENTER OF THE JUNCTION, 82.1 FEET
 JB0983'EAST-NORTHEAST OF TRIANGULATION STATION CENTRAL, 75.6 FEET
 JB0983'EAST-NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 JB0983'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JB0983'FLUSH WITH THE GROUND.  NOTE-- 1 FOOT SOUTH OF METAL WITNESS
 JB0983'POST AND 2 INCHES BELOW GROUND SURFACE.
 JB0983
 JB0983                          STATION RECOVERY (1970)
 JB0983
 JB0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0913 ***********************************************************************
 KB0913  DESIGNATION -  CENTRAL RM 1
 KB0913  PID         -  KB0913
 KB0913  STATE/COUNTY-  IL/MACOUPIN
 KB0913  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0913
 KB0913                         *CURRENT SURVEY CONTROL
 KB0913  ___________________________________________________________________
 KB0913* NAD 83(1986)-  39 02 58.     (N)    089 43 35.     (W)     SCALED    
 KB0913* NAVD 88     -       199.627  (meters)     654.94   (feet)  ADJUSTED  
 KB0913  ___________________________________________________________________
 KB0913  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KB0913  DYNAMIC HT  -         199.509 (meters)     654.56  (feet)  COMP
 KB0913  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 KB0913
 KB0913  VERT ORDER  -  SECOND    CLASS 0
 KB0913
 KB0913.The horizontal coordinates were scaled from a topographic map and have
 KB0913.an estimated accuracy of +/- 6 seconds.
 KB0913
 KB0913.The orthometric height was determined by differential leveling
 KB0913.and adjusted by the National Geodetic Survey in June 1991..
 KB0913
 KB0913.The geoid height was determined by GEOID03.
 KB0913
 KB0913.The dynamic height is computed by dividing the NAVD 88
 KB0913.geopotential number by the normal gravity value computed on the
 KB0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0913.degrees latitude (g = 980.6199 gals.).
 KB0913
 KB0913.The modeled gravity was interpolated from observed gravity values.
 KB0913
 KB0913;                    North         East    Units  Estimated Accuracy
 KB0913;SPC IL W     -   264,550.      738,110.      MT  (+/- 180 meters Scaled)
 KB0913
 KB0913                          SUPERSEDED SURVEY CONTROL
 KB0913
 KB0913  NGVD 29 (??/??/92)  199.749  (m)          655.34   (f) ADJ UNCH    2 0
 KB0913
 KB0913.Superseded values are not recommended for survey control.
 KB0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0913.See file dsdata.txt to determine how the superseded data were derived.
 KB0913
 KB0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ640258(NAD 83)
 KB0913_MARKER: DR = REFERENCE MARK DISK
 KB0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0913_STAMPING: CENTRAL NO 1 1960
 KB0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0913+STABILITY: SURFACE MOTION
 KB0913
 KB0913  HISTORY     - Date     Condition        Report By
 KB0913  HISTORY     - 1960     MONUMENTED       CGS
 KB0913
 KB0913                          STATION DESCRIPTION
 KB0913
 KB0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0913'1.6 MI S FROM MOUNT OLIVE.
 KB0913'ABOUT 1.6 MILES SOUTH ALONG SOUTH POPLAR STREET AND A BLACK-TOP
 KB0913'ROAD FROM ITS JUNCTION WITH MAIN STREET IN MOUNT OLIVE, AT A
 KB0913'JUNCTION OF A DRIVEWAY EAST TO A BARNLOT, 154 FEET EAST OF THE
 KB0913'ROAD, 110 FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAIL
 KB0913'ROAD, 12 FEET NORTH OF THE BARNLOT DRIVE, 1 FOOT NORTH OF THE
 KB0913'FENCE, 16 FEET WEST OF THE FENCE CORNER, 78.3 FEET EAST OF
 KB0913'TRAVERSE STATION CENTRAL, 89.6 FEET EAST OF A METAL WITNESS POST,
 KB0913'ABOUT LEVEL WITH THE DRIVE, AND SET IN THE TOP OF A CONCRETE
 KB0913'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0985 ***********************************************************************
 JB0985  DESIGNATION -  CENTRAL RM 2
 JB0985  PID         -  JB0985
 JB0985  STATE/COUNTY-  IL/BOND
 JB0985  USGS QUAD   -  BEAVER CREEK (1974)
 JB0985
 JB0985                         *CURRENT SURVEY CONTROL
 JB0985  ___________________________________________________________________
 JB0985* NAD 83(1986)-  38 51 49.     (N)    089 25 42.     (W)     SCALED    
 JB0985* NAVD 88     -       165.186  (meters)     541.95   (feet)  ADJUSTED  
 JB0985  ___________________________________________________________________
 JB0985  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JB0985  DYNAMIC HT  -         165.085 (meters)     541.62  (feet)  COMP
 JB0985  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 JB0985
 JB0985  VERT ORDER  -  SECOND    CLASS 0
 JB0985
 JB0985.The horizontal coordinates were scaled from a topographic map and have
 JB0985.an estimated accuracy of +/- 6 seconds.
 JB0985
 JB0985.The orthometric height was determined by differential leveling
 JB0985.and adjusted by the National Geodetic Survey in June 1991..
 JB0985
 JB0985.The geoid height was determined by GEOID03.
 JB0985
 JB0985.The dynamic height is computed by dividing the NAVD 88
 JB0985.geopotential number by the normal gravity value computed on the
 JB0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0985.degrees latitude (g = 980.6199 gals.).
 JB0985
 JB0985.The modeled gravity was interpolated from observed gravity values.
 JB0985
 JB0985;                    North         East    Units  Estimated Accuracy
 JB0985;SPC IL W     -   244,090.      764,080.      MT  (+/- 180 meters Scaled)
 JB0985
 JB0985                          SUPERSEDED SURVEY CONTROL
 JB0985
 JB0985  NGVD 29 (??/??/92)  165.310  (m)          542.35   (f) ADJ UNCH    2 0
 JB0985
 JB0985.Superseded values are not recommended for survey control.
 JB0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0985.See file dsdata.txt to determine how the superseded data were derived.
 JB0985
 JB0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ893044(NAD 83)
 JB0985_MARKER: DR = REFERENCE MARK DISK
 JB0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0985_STAMPING: CENTRAL NO 2 1960
 JB0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0985+STABILITY: SURFACE MOTION
 JB0985
 JB0985  HISTORY     - Date     Condition        Report By
 JB0985  HISTORY     - 1960     MONUMENTED       CGS
 JB0985  HISTORY     - 1970     GOOD             NGS
 JB0985
 JB0985                          STATION DESCRIPTION
 JB0985
 JB0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0985'4 MI SW FROM GREENVILLE.
 JB0985'ABOUT 1.7 MILES EAST AND SOUTH ALONG STATE HIGHWAY 127 FROM ITS
 JB0985'JUNCTION WITH ALTERNATE U.S. HIGHWAY 40 IN GREENVILLE, THENCE
 JB0985'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, AT A FARM ROAD
 JB0985'CROSSING, 63 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 JB0985'HIGHWAY, 231 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE FARM
 JB0985'ROAD 220 FEET WEST OF THE CENTER OF THE JUNCTION, 74.5 FEET
 JB0985'WEST-SOUTHWEST OF TRIANGULATION STATION CENTRAL, 81.1 FEET
 JB0985'WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0985'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB0985'WITH THE GROUND.  NOTE-- 1 FOOT NORTH OF MARK.
 JB0985
 JB0985                          STATION RECOVERY (1970)
 JB0985
 JB0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0912 ***********************************************************************
 KB0912  DESIGNATION -  CENTRAL RM 2
 KB0912  PID         -  KB0912
 KB0912  STATE/COUNTY-  IL/MACOUPIN
 KB0912  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0912
 KB0912                         *CURRENT SURVEY CONTROL
 KB0912  ___________________________________________________________________
 KB0912* NAD 83(1986)-  39 02 58.     (N)    089 43 35.     (W)     SCALED    
 KB0912* NAVD 88     -       199.294  (meters)     653.85   (feet)  ADJUSTED  
 KB0912  ___________________________________________________________________
 KB0912  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KB0912  DYNAMIC HT  -         199.176 (meters)     653.46  (feet)  COMP
 KB0912  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 KB0912
 KB0912  VERT ORDER  -  SECOND    CLASS 0
 KB0912
 KB0912.The horizontal coordinates were scaled from a topographic map and have
 KB0912.an estimated accuracy of +/- 6 seconds.
 KB0912
 KB0912.The orthometric height was determined by differential leveling
 KB0912.and adjusted by the National Geodetic Survey in June 1991..
 KB0912
 KB0912.The geoid height was determined by GEOID03.
 KB0912
 KB0912.The dynamic height is computed by dividing the NAVD 88
 KB0912.geopotential number by the normal gravity value computed on the
 KB0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0912.degrees latitude (g = 980.6199 gals.).
 KB0912
 KB0912.The modeled gravity was interpolated from observed gravity values.
 KB0912
 KB0912;                    North         East    Units  Estimated Accuracy
 KB0912;SPC IL W     -   264,550.      738,110.      MT  (+/- 180 meters Scaled)
 KB0912
 KB0912                          SUPERSEDED SURVEY CONTROL
 KB0912
 KB0912  NGVD 29 (??/??/92)  199.416  (m)          654.25   (f) ADJ UNCH    2 0
 KB0912
 KB0912.Superseded values are not recommended for survey control.
 KB0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0912.See file dsdata.txt to determine how the superseded data were derived.
 KB0912
 KB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ640258(NAD 83)
 KB0912_MARKER: DR = REFERENCE MARK DISK
 KB0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0912_STAMPING: CENTRAL NO 2 1960
 KB0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0912+STABILITY: SURFACE MOTION
 KB0912
 KB0912  HISTORY     - Date     Condition        Report By
 KB0912  HISTORY     - 1960     MONUMENTED       CGS
 KB0912
 KB0912                          STATION DESCRIPTION
 KB0912
 KB0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0912'1.6 MI S FROM MOUNT OLIVE.
 KB0912'ABOUT 1.6 MILES SOUTH ALONG SOUTH POPLAR STREET AND A BLACK-TOP
 KB0912'ROAD FROM ITS JUNCTION WITH MAIN STREET IN MOUNT OLIVE, AT A
 KB0912'JUNCTION OF A DRIVE WAY EAST TO A BARNLOT, 67 FEET EAST OF THE
 KB0912'ROAD, 21 FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAIL
 KB0912'ROAD, 103 FEET NORTH OF THE BARNLOT DRIVE, 1 FOOT EAST OF THE
 KB0912'FENCE, 79.7 FEET NORTH OF TRAVERSE STATION CENTRAL, 89 FEET NORTH
 KB0912'OF A FENCE CORNER, 79.5 FEET NORTH OF A METAL WITNESS POST, 1
 KB0912'FOOT BELOW THE LEVEL OF THE DRIVE, AND SET IN THE TOP OF A CONCRETE
 KB0912'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1434 ***********************************************************************
 JB1434  DESIGNATION -  CENTRAL RM 2
 JB1434  PID         -  JB1434
 JB1434  STATE/COUNTY-  IL/ST CLAIR
 JB1434  USGS QUAD   -  O'FALLON (1991)
 JB1434
 JB1434                         *CURRENT SURVEY CONTROL
 JB1434  ___________________________________________________________________
 JB1434* NAD 83(1986)-  38 35 21.     (N)    089 56 55.     (W)     SCALED    
 JB1434* NAVD 88     -       166.968  (meters)     547.79   (feet)  ADJUSTED  
 JB1434  ___________________________________________________________________
 JB1434  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB1434  DYNAMIC HT  -         166.862 (meters)     547.45  (feet)  COMP
 JB1434  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JB1434
 JB1434  VERT ORDER  -  SECOND    CLASS 0
 JB1434
 JB1434.The horizontal coordinates were scaled from a topographic map and have
 JB1434.an estimated accuracy of +/- 6 seconds.
 JB1434
 JB1434.The orthometric height was determined by differential leveling
 JB1434.and adjusted by the National Geodetic Survey in June 1991..
 JB1434
 JB1434.The geoid height was determined by GEOID03.
 JB1434
 JB1434.The dynamic height is computed by dividing the NAVD 88
 JB1434.geopotential number by the normal gravity value computed on the
 JB1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1434.degrees latitude (g = 980.6199 gals.).
 JB1434
 JB1434.The modeled gravity was interpolated from observed gravity values.
 JB1434
 JB1434;                    North         East    Units  Estimated Accuracy
 JB1434;SPC IL W     -   213,390.      719,000.      MT  (+/- 180 meters Scaled)
 JB1434
 JB1434                          SUPERSEDED SURVEY CONTROL
 JB1434
 JB1434  NGVD 29 (??/??/92)  167.063  (m)          548.11   (f) ADJ UNCH    2 0
 JB1434
 JB1434.Superseded values are not recommended for survey control.
 JB1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1434.See file dsdata.txt to determine how the superseded data were derived.
 JB1434
 JB1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH431753(NAD 83)
 JB1434_MARKER: DR = REFERENCE MARK DISK
 JB1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1434_STAMPING: CENTRAL NO 2 1961
 JB1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1434+STABILITY: SURFACE MOTION
 JB1434
 JB1434  HISTORY     - Date     Condition        Report By
 JB1434  HISTORY     - 1961     MONUMENTED       CGS
 JB1434
 JB1434                          STATION DESCRIPTION
 JB1434
 JB1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1434'2.2 MI SW FROM O FALLON.
 JB1434'ABOUT 0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1434'ITS STATION IN OFALLON, THENCE 0.7 MILE WEST ALONG A CONCRETE
 JB1434'PAVED ROAD, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 50, THENCE
 JB1434'0.2 MILE SOUTH ALONG SOUTH HARTMAN LANE TO CENTRAL SCHOOL,
 JB1434'THENCE ABOUT 120 YARDS WEST TO THE NORTHWEST PART OF THE SCHOOL
 JB1434'YARD, 133 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL
 JB1434'BUILDING, 31 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 JB1434'ONE STORY HOUSE, 48 FEET NORTHEAST OF THE CENTER LINE OF A STREET
 JB1434'FROM THE APPROXIMATE CENTER OF A CURVE IN THE STREET WITH
 JB1434'TANGENTS TO THE SOUTH AND WEST, 62 FEET SOUTH OF A 12 INCH MAPLE
 JB1434'TREE, 107.6 FEET SOUTH OF TRAVERSE STATION CENTRAL, AND SET IN
 JB1434'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0622 ***********************************************************************
 LC0622  DESIGNATION -  CENTRAL RM 2
 LC0622  PID         -  LC0622
 LC0622  STATE/COUNTY-  IL/MCLEAN
 LC0622  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0622
 LC0622                         *CURRENT SURVEY CONTROL
 LC0622  ___________________________________________________________________
 LC0622* NAD 83(1986)-  40 25 24.     (N)    088 56 30.     (W)     SCALED    
 LC0622* NAVD 88     -       263.644  (meters)     864.97   (feet)  ADJUSTED  
 LC0622  ___________________________________________________________________
 LC0622  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0622  DYNAMIC HT  -         263.518 (meters)     864.56  (feet)  COMP
 LC0622  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 LC0622
 LC0622  VERT ORDER  -  SECOND    CLASS 0
 LC0622
 LC0622.The horizontal coordinates were scaled from a topographic map and have
 LC0622.an estimated accuracy of +/- 6 seconds.
 LC0622
 LC0622.The orthometric height was determined by differential leveling
 LC0622.and adjusted by the National Geodetic Survey in June 1991..
 LC0622
 LC0622.The geoid height was determined by GEOID03.
 LC0622
 LC0622.The dynamic height is computed by dividing the NAVD 88
 LC0622.geopotential number by the normal gravity value computed on the
 LC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0622.degrees latitude (g = 980.6199 gals.).
 LC0622
 LC0622.The modeled gravity was interpolated from observed gravity values.
 LC0622
 LC0622;                    North         East    Units  Estimated Accuracy
 LC0622;SPC IL E     -   417,180.      248,380.      MT  (+/- 180 meters Scaled)
 LC0622
 LC0622                          SUPERSEDED SURVEY CONTROL
 LC0622
 LC0622  NGVD 29 (??/??/92)  263.704  (m)          865.17   (f) ADJ UNCH    2 0
 LC0622
 LC0622.Superseded values are not recommended for survey control.
 LC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0622.See file dsdata.txt to determine how the superseded data were derived.
 LC0622
 LC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK352765(NAD 83)
 LC0622_MARKER: DR = REFERENCE MARK DISK
 LC0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0622_STAMPING: CENTRAL NO 2 1959
 LC0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0622+STABILITY: SURFACE MOTION
 LC0622
 LC0622  HISTORY     - Date     Condition        Report By
 LC0622  HISTORY     - 1959     MONUMENTED       CGS
 LC0622
 LC0622                          STATION DESCRIPTION
 LC0622
 LC0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0622'4.7 MI SE FROM BLOOMINGTON.
 LC0622'ABOUT 4.7 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0622'FROM THE FREIGHT STATION AT BLOOMINGTON, ABOUT 4.15 MILES NORTHWEST
 LC0622'OF THE STATION AT DOWNS, ABOUT 0.15 MILES SOUTHEAST OF A GRAVEL
 LC0622'ROAD CROSSING, 96 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 16 FEET
 LC0622'WEST-SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD AT THE CENTER
 LC0622'OF A CURVE EXTENDING SOUTH AND AWAY FROM THE TRACK AND PARALLELING
 LC0622'THE TRACK TO THE NORTHWEST, 69 FEET SOUTH-SOUTHEAST OF A FENCE
 LC0622'CORNER, 77 1/2 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 161/14,
 LC0622'1 1/2 FEET NORTHEAST OF A FENCE, 51.3 FEET SOUTH-SOUTHEAST OF
 LC0622'TRIANGULATION STATION CENTRAL, 51.2 FEET SOUTH-SOUTHEAST OF A METAL
 LC0622'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LC0622'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1438 ***********************************************************************
 JB1438  DESIGNATION -  CENTRAL RM 3
 JB1438  PID         -  JB1438
 JB1438  STATE/COUNTY-  IL/ST CLAIR
 JB1438  USGS QUAD   -  O'FALLON (1991)
 JB1438
 JB1438                         *CURRENT SURVEY CONTROL
 JB1438  ___________________________________________________________________
 JB1438* NAD 83(1986)-  38 35 21.     (N)    089 56 55.     (W)     SCALED    
 JB1438* NAVD 88     -       166.63   (meters)     546.7    (feet)  RESET     
 JB1438  ___________________________________________________________________
 JB1438  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB1438
 JB1438  VERT ORDER  -  THIRD
 JB1438
 JB1438.The horizontal coordinates were scaled from a topographic map and have
 JB1438.an estimated accuracy of +/- 6 seconds.
 JB1438
 JB1438.The orthometric height was computed from unverified reset data.
 JB1438
 JB1438.The geoid height was determined by GEOID03.
 JB1438
 JB1438;                    North         East    Units  Estimated Accuracy
 JB1438;SPC IL W     -   213,390.      719,000.      MT  (+/- 180 meters Scaled)
 JB1438
 JB1438                          SUPERSEDED SURVEY CONTROL
 JB1438
 JB1438.No superseded survey control is available for this station.
 JB1438
 JB1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH431753(NAD 83)
 JB1438_MARKER: DR = REFERENCE MARK DISK
 JB1438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1438_SP_SET: MAPLE TREE
 JB1438_STAMPING: CENTRAL 1961 NO 3 1966
 JB1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1438
 JB1438  HISTORY     - Date     Condition        Report By
 JB1438  HISTORY     - 1966     MONUMENTED       CGS
 JB1438  HISTORY     - 1967     GOOD             NGS
 JB1438
 JB1438                          STATION DESCRIPTION
 JB1438
 JB1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JB1438'2 MI W FROM O FALLON.
 JB1438'THE MARK IS SET NEAR THE NORTHWEST EDGE OF THE CENTRAL SCHOOL
 JB1438'ENTRANCE IT IS 64 FEET SOUTHEAST OF A POWER POLE, 53 FEET SOUTH
 JB1438'OF A FENCE, 52 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE
 JB1438'AND 49 FEET NORTHEAST OF A 14 INCH MAPLE TREE.  THE MONUMENT IS
 JB1438'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0909 ***********************************************************************
 JB0909  DESIGNATION -  CENTRALIA
 JB0909  PID         -  JB0909
 JB0909  STATE/COUNTY-  IL/MARION
 JB0909  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0909
 JB0909                         *CURRENT SURVEY CONTROL
 JB0909  ___________________________________________________________________
 JB0909* NAD 83(1986)-  38 31 28.     (N)    089 07 27.     (W)     SCALED    
 JB0909* NAVD 88     -       153.539  (meters)     503.74   (feet)  ADJUSTED  
 JB0909  ___________________________________________________________________
 JB0909  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JB0909  DYNAMIC HT  -         153.441 (meters)     503.41  (feet)  COMP
 JB0909  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JB0909
 JB0909  VERT ORDER  -  SECOND    CLASS 0
 JB0909
 JB0909.The horizontal coordinates were scaled from a topographic map and have
 JB0909.an estimated accuracy of +/- 6 seconds.
 JB0909
 JB0909.The orthometric height was determined by differential leveling
 JB0909.and adjusted by the National Geodetic Survey in June 1991..
 JB0909
 JB0909.The geoid height was determined by GEOID03.
 JB0909
 JB0909.The dynamic height is computed by dividing the NAVD 88
 JB0909.geopotential number by the normal gravity value computed on the
 JB0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0909.degrees latitude (g = 980.6199 gals.).
 JB0909
 JB0909.The modeled gravity was interpolated from observed gravity values.
 JB0909
 JB0909;                    North         East    Units  Estimated Accuracy
 JB0909;SPC IL E     -   206,480.      231,040.      MT  (+/- 180 meters Scaled)
 JB0909
 JB0909                          SUPERSEDED SURVEY CONTROL
 JB0909
 JB0909  NGVD 29 (??/??/92)  153.67   (m)          504.2    (f) COMPUTED    2 0
 JB0909
 JB0909.Superseded values are not recommended for survey control.
 JB0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0909.See file dsdata.txt to determine how the superseded data were derived.
 JB0909
 JB0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH148661(NAD 83)
 JB0909_MARKER: DB = BENCH MARK DISK
 JB0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0909_STAMPING: CENTRALIA 1934
 JB0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0909+STABILITY: SURFACE MOTION
 JB0909
 JB0909  HISTORY     - Date     Condition        Report By
 JB0909  HISTORY     - 1934     MONUMENTED       CGS
 JB0909
 JB0909                          STATION DESCRIPTION
 JB0909
 JB0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JB0909'AT CENTRALIA.
 JB0909'AT CENTRALIA, MARION COUNTY, AT THE TOWNSHIP HIGHSCHOOL, IN THE
 JB0909'SCHOOLYARD, 6 YARDS SOUTH OF THE BUILDING, 8 YARDS WEST OF A WALK,
 JB0909'AND ONE YARD NORTH OF THE BASE OF THE FLAGPOLE.  A STANDARD DISK,
 JB0909'STAMPED CENTRALIA 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1834 ***********************************************************************
 JB1834  DESIGNATION -  CENTRALIA
 JB1834  PID         -  JB1834
 JB1834  STATE/COUNTY-  IL/CLINTON
 JB1834  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1834
 JB1834                         *CURRENT SURVEY CONTROL
 JB1834  ___________________________________________________________________
 JB1834* NAD 83(1997)-  38 31 56.41085(N)    089 09 16.06733(W)     ADJUSTED  
 JB1834* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 JB1834  ___________________________________________________________________
 JB1834  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JB1834  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1834
 JB1834  HORZ ORDER  -  SECOND
 JB1834
 JB1834.The horizontal coordinates were established by classical geodetic methods
 JB1834.and adjusted by the National Geodetic Survey in October 1999..
 JB1834
 JB1834.The orthometric height was scaled from a topographic map.
 JB1834
 JB1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1834
 JB1834.The geoid height was determined by GEOID03.
 JB1834
 JB1834;                    North         East     Units Scale Factor Converg.
 JB1834;SPC IL W     -   207,542.174   788,253.670   MT  1.00003706   +0 37 50.2
 JB1834;SPC IL W     -   680,911.28  2,586,128.92   sFT  1.00003706   +0 37 50.2
 JB1834;SPC IL E     -   207,383.131   228,403.846   MT  1.00003810   -0 30 41.6
 JB1834;SPC IL E     -   680,389.49    749,354.95   sFT  1.00003810   -0 30 41.6
 JB1834;UTM  16      - 4,267,081.578   312,209.406   MT  1.00003430   -1 20 33.1
 JB1834
 JB1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1834!SPC IL W     -   0.99998130  x   1.00003706  =   1.00001836
 JB1834!SPC IL E     -   0.99998130  x   1.00003810  =   1.00001940
 JB1834!UTM  16      -   0.99998130  x   1.00003430  =   1.00001560
 JB1834
 JB1834:                Primary Azimuth Mark                     Grid Az
 JB1834:SPC IL W     -  SANDOVAL NW MUNICIPAL TANK               016 41 03.3
 JB1834:SPC IL E     -  SANDOVAL NW MUNICIPAL TANK               017 49 35.1
 JB1834:UTM  16      -  SANDOVAL NW MUNICIPAL TANK               018 39 26.6
 JB1834
 JB1834|---------------------------------------------------------------------|
 JB1834| PID    Reference Object                     Distance      Geod. Az  |
 JB1834|                                                           dddmmss.s |
 JB1834| JB1827 SANDOVAL NW MUNICIPAL TANK          APPROX. 9.5 KM 0171853.5 |
 JB1834| JB1829 SANDOVAL SE MUNICIPAL TANK          APPROX. 9.1 KM 0213720.4 |
 JB1834| JB1831 JUNCTION CITY MARION MINES STK      APPROX. 5.3 KM 0252621.7 |
 JB1834| JB1832 CENTRALIA RADIO STA KSJ 56 TWR      APPROX. 2.3 KM 0335650.9 |
 JB1834| CI4097 CENTRALIA RM 1                       29.231 METERS 04055     |
 JB1834| JB1835 CENTRALIA SIEGLER CORP TANK         APPROX. 1.0 KM 0451726.2 |
 JB1834| JB1841 CENTRALIA FOREST CITY MFG TANK      APPROX. 2.0 KM 0712742.9 |
 JB1834| JB1838 CENTRALIA ST MARYS CATH CH          APPROX. 2.1 KM 1023330.9 |
 JB1834| JB1840 CENTRALIA MUNICIPAL TANK            APPROX. 1.8 KM 1213746.6 |
 JB1834| CI4096 CENTRALIA AZ MK                                    1383629.4 |
 JB1834| CI4098 CENTRALIA RM 2                       29.065 METERS 13923     |
 JB1834| JB1833 WAMAC ILLINOIS CENTRAL STACK        APPROX. 3.7 KM 1664946.3 |
 JB1834| JB1839 CENTRALIA RAD STA KSD 288 MAST      398.687 METERS 31535     |
 JB1834|---------------------------------------------------------------------|
 JB1834
 JB1834                          SUPERSEDED SURVEY CONTROL
 JB1834
 JB1834  NAD 83(1986)-  38 31 56.42706(N)    089 09 16.06468(W) AD(       ) 2
 JB1834  NAD 27      -  38 31 56.25247(N)    089 09 15.80976(W) AD(       ) 2
 JB1834
 JB1834.Superseded values are not recommended for survey control.
 JB1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1834.See file dsdata.txt to determine how the superseded data were derived.
 JB1834
 JB1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1220967082(NAD 83)
 JB1834_MARKER: DS = TRIANGULATION STATION DISK
 JB1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1834_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1834
 JB1834  HISTORY     - Date     Condition        Report By
 JB1834  HISTORY     - 1962     MONUMENTED       CGS
 JB1834
 JB1834                          STATION DESCRIPTION
 JB1834
 JB1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1834'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE BUSINESS DISTRICT OF
 JB1834'CENTRALIA, NEAR THE
 JB1834'NORTHWEST CORNER OF FAIRVIEW PARK, NEAR THE CENTER OF SEC
 JB1834'13, T 1 N, R 1 W, AND ON
 JB1834'PROPERTY OWNED BY THE CITY.  IT IS 108 FEET
 JB1834'SOUTH OF THE SOUTHWEST CORNER OF A SHED, 76
 JB1834'FEET SOUTHEAST OF AN OIL
 JB1834'STORAGE TANK, 65 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 JB1834'59 FEET NORTHWEST
 JB1834'OF THE CENTERLINE OF A PAVED ROAD AND 43 FEET SOUTHEAST OF
 JB1834'THE SOUTHEAST CORNER OF A
 JB1834'SHED.  THE MONUMENT IS SET FLUSH AND THE
 JB1834'DISK IS STAMPED CENTRALIA 1962.
 JB1834'
 JB1834'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND OAK
 JB1834'STREETS, JUST NORTH OF
 JB1834'THE ILLINOIS CENTRAL RAILROAD STATION IN CENTRALIA, GO WEST
 JB1834'ON WEST BROADWAY FOR 0.85
 JB1834'MILE TO THE ENTRANCE TO FAIRVIEW PARK.
 JB1834'TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR
 JB1834'0.1 MILE TO A T-ROAD.
 JB1834'TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.05 MILE TO THE
 JB1834'AZIMUTH MARK ON
 JB1834'THE RIGHT.  CONTINUE WEST AND NORTH ON THE PAVED ROAD FOR
 JB1834'0.25 MILE TO THE STATION ON THE LEFT.
 JB1834'
 JB1834'REFERENCE MARK 1 IS 36 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JB1834'SHED, 29 FEET WEST OF A
 JB1834'ROAD CURB AND 26 FEET EAST OF A 15 INCH OAK TREE.  THE
 JB1834'MONUMENT PROJECTS 1 INCH AND
 JB1834'THE DISK IS STAMPED CENTRALIA NO 1 1962.
 JB1834'
 JB1834'REFERENCE MARK 2 IS 29 FEET SOUTHEAST OF THE CENTERLINE OF THE PAVED
 JB1834'ROAD, 16 FEET SOUTHEAST OF
 JB1834'A 15 INCH ELM TREE AND 2 FEET EAST OF A ROAD CURB.
 JB1834'THE MONUMENT IS SET FLUSH AND THE
 JB1834'DISK IS STAMPED CENTRALIA NO 2 1962.
 JB1834'
 JB1834'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTERLINE OF THE PAVED
 JB1834'ROAD, 15 FEET SOUTHEAST OF
 JB1834'A 14 INCH ELM TREE AND 2 FEET NORTH OF A ROAD CURB.  THE
 JB1834'MONUMENT IS SET FULSH AND THE
 JB1834'DISK IS STAMPED CENTRALIA 1962.
 JB1834'
 JB1834'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1841 ***********************************************************************
 JB1841  DESIGNATION -  CENTRALIA FOREST CITY MFG TANK
 JB1841  PID         -  JB1841
 JB1841  STATE/COUNTY-  IL/MARION
 JB1841  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1841
 JB1841                         *CURRENT SURVEY CONTROL
 JB1841  ___________________________________________________________________
 JB1841* NAD 83(1997)-  38 32 17.52504(N)    089 07 55.87151(W)     ADJUSTED  
 JB1841* NAVD 88     -                                                        
 JB1841  ___________________________________________________________________
 JB1841  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 JB1841  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JB1841
 JB1841  HORZ ORDER  -  THIRD
 JB1841
 JB1841.The horizontal coordinates were established by classical geodetic methods
 JB1841.and adjusted by the National Geodetic Survey in October 1999..
 JB1841
 JB1841
 JB1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1841
 JB1841.The geoid height was determined by GEOID03.
 JB1841
 JB1841;                    North         East     Units Scale Factor Converg.
 JB1841;SPC IL E     -   208,017.082   230,351.878   MT  1.00003471   -0 29 51.8
 JB1841;SPC IL E     -   682,469.38    755,746.12   sFT  1.00003471   -0 29 51.8
 JB1841;UTM  16      - 4,267,687.204   314,166.415   MT  1.00002530   -1 19 43.7
 JB1841
 JB1841                          SUPERSEDED SURVEY CONTROL
 JB1841
 JB1841  NAD 83(1986)-  38 32 17.54125(N)    089 07 55.86875(W) AD(       ) 4
 JB1841  NAD 27      -  38 32 17.36662(N)    089 07 55.61763(W) AD(       ) 3
 JB1841
 JB1841.Superseded values are not recommended for survey control.
 JB1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1841.See file dsdata.txt to determine how the superseded data were derived.
 JB1841
 JB1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1416667687(NAD 83)
 JB1841_MARKER: 51 = TANK
 JB1841
 JB1841  HISTORY     - Date     Condition        Report By
 JB1841  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1841
 JB1841                          STATION DESCRIPTION
 JB1841
 JB1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1841'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED STEEL TANK
 JB1841'PAINTED SILVER.
 JB1841'THE OVERALL HEIGHT IS APPROXIMATELY 85 FEET.  THE
 JB1841'NAME, HOME OF CAROLE KING AND
 JB1841'MARTHA MANNING DRESSES IS PAINTED IN
 JB1841'RED AND BLACK LETTERS ON THE NORTH AND SOUTH
 JB1841'SIDES OF THE TANK.  IT
 JB1841'IS ON THE WEST SIDE OF THE MAIN BUILDING JUST WEST OF THE
 JB1841'T-INTERSECTION OF GRAGG AVENUE AND NORTH POPLAR STREET IN CENTRALIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1840 ***********************************************************************
 JB1840  DESIGNATION -  CENTRALIA MUNICIPAL TANK
 JB1840  PID         -  JB1840
 JB1840  STATE/COUNTY-  IL/MARION
 JB1840  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1840
 JB1840                         *CURRENT SURVEY CONTROL
 JB1840  ___________________________________________________________________
 JB1840* NAD 83(1997)-  38 31 25.08218(N)    089 08 11.32897(W)     ADJUSTED  
 JB1840* NAVD 88     -                                                        
 JB1840  ___________________________________________________________________
 JB1840  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JB1840  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JB1840
 JB1840  HORZ ORDER  -  THIRD
 JB1840
 JB1840.The horizontal coordinates were established by classical geodetic methods
 JB1840.and adjusted by the National Geodetic Survey in October 1999..
 JB1840
 JB1840
 JB1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1840
 JB1840.The geoid height was determined by GEOID03.
 JB1840
 JB1840;                    North         East     Units Scale Factor Converg.
 JB1840;SPC IL E     -   206,403.264   229,963.401   MT  1.00003538   -0 30 00.9
 JB1840;SPC IL E     -   677,174.71    754,471.59   sFT  1.00003538   -0 30 00.9
 JB1840;UTM  16      - 4,266,079.204   313,754.579   MT  1.00002718   -1 19 51.8
 JB1840
 JB1840                          SUPERSEDED SURVEY CONTROL
 JB1840
 JB1840  NAD 83(1986)-  38 31 25.09832(N)    089 08 11.32630(W) AD(       ) 4
 JB1840  NAD 27      -  38 31 24.92295(N)    089 08 11.07293(W) AD(       ) 3
 JB1840
 JB1840.Superseded values are not recommended for survey control.
 JB1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1840.See file dsdata.txt to determine how the superseded data were derived.
 JB1840
 JB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1375566079(NAD 83)
 JB1840_MARKER: 51 = TANK
 JB1840
 JB1840  HISTORY     - Date     Condition        Report By
 JB1840  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1840
 JB1840                          STATION DESCRIPTION
 JB1840
 JB1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1840'THE STATION IS THE CENTER OF THE TOP OF A SIX LEGGED STEEL TANK
 JB1840'PAINTED SILVER
 JB1840'WITH THE LEGEND CENTRALIA IN BLACK LETTERS ON THE
 JB1840'NORTH AND SOUTH SIDES OF THE
 JB1840'TANK.  THE OVERALL HEIGHT IS 130 FEET.
 JB1840'IT IS LOCATED AT 114 EAST 5TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1839 ***********************************************************************
 JB1839  DESIGNATION -  CENTRALIA RAD STA KSD 288 MAST
 JB1839  PID         -  JB1839
 JB1839  STATE/COUNTY-  IL/CLINTON
 JB1839  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1839
 JB1839                         *CURRENT SURVEY CONTROL
 JB1839  ___________________________________________________________________
 JB1839* NAD 83(1997)-  38 32 05.64651(N)    089 09 27.58737(W)     ADJUSTED  
 JB1839* NAVD 88     -                                                        
 JB1839  ___________________________________________________________________
 JB1839  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JB1839  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JB1839
 JB1839  HORZ ORDER  -  THIRD
 JB1839
 JB1839.The horizontal coordinates were established by classical geodetic methods
 JB1839.and adjusted by the National Geodetic Survey in October 1999..
 JB1839
 JB1839
 JB1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1839
 JB1839.The geoid height was determined by GEOID03.
 JB1839
 JB1839;                    North         East     Units Scale Factor Converg.
 JB1839;SPC IL W     -   207,823.884   787,971.531   MT  1.00003645   +0 37 43.1
 JB1839;SPC IL W     -   681,835.53  2,585,203.26   sFT  1.00003645   +0 37 43.1
 JB1839;UTM  16      - 4,267,372.835   311,937.135   MT  1.00003556   -1 20 40.6
 JB1839
 JB1839                          SUPERSEDED SURVEY CONTROL
 JB1839
 JB1839  NAD 83(1986)-  38 32 05.66275(N)    089 09 27.58462(W) AD(       ) 4
 JB1839  NAD 27      -  38 32 05.48725(N)    089 09 27.32694(W) AD(       ) 3
 JB1839
 JB1839.Superseded values are not recommended for survey control.
 JB1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1839.See file dsdata.txt to determine how the superseded data were derived.
 JB1839
 JB1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1193767373(NAD 83)
 JB1839_MARKER: 42 = RADIO/TV MAST
 JB1839
 JB1839  HISTORY     - Date     Condition        Report By
 JB1839  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1839
 JB1839                          STATION DESCRIPTION
 JB1839
 JB1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1839'THE STATION IS THE CENTER OF THE RED LIGHT AT THE APEX OF A UNIFORM
 JB1839'STEEL MAST PAINTED
 JB1839'IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND
 JB1839'WHITE.  THE MAST IS 264 FEET HIGH AND
 JB1839'IS SUPPORTED BY GUY WIRES.  IT
 JB1839'IS OWNES AND OPERATED BY THE SOHIO PIPELINE COMPANY.
 JB1839'
 JB1839'TO REACH FROM THE JUNCTION OF WEST MCCORD STREET AND NORTH BEECH
 JB1839'STREET IN THE WEST
 JB1839'RESIDENTIAL SECTOR OF CENTRALIA, GO WEST ON WEST MCCORD STREET
 JB1839'FOR 0.1 MILE TO A
 JB1839'JOGGED CROSS-STREET.  TURN RIGHT THEN LEFT AND GO
 JB1839'WEST ON JOLIFF BRIDGE ROAD FOR 0.75
 JB1839'MILE TO A SIDE ROAD RIGHT.  TURN
 JB1839'RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.15 MILE TO
 JB1839'THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1832 ***********************************************************************
 JB1832  DESIGNATION -  CENTRALIA RADIO STA KSJ 56 TWR
 JB1832  PID         -  JB1832
 JB1832  STATE/COUNTY-  IL/MARION
 JB1832  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1832
 JB1832                         *CURRENT SURVEY CONTROL
 JB1832  ___________________________________________________________________
 JB1832* NAD 83(1997)-  38 32 59.44116(N)    089 08 22.03285(W)     ADJUSTED  
 JB1832* NAVD 88     -                                                        
 JB1832  ___________________________________________________________________
 JB1832  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 JB1832  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 JB1832
 JB1832  HORZ ORDER  -  THIRD
 JB1832
 JB1832.The horizontal coordinates were established by classical geodetic methods
 JB1832.and adjusted by the National Geodetic Survey in October 1999..
 JB1832
 JB1832
 JB1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1832
 JB1832.The geoid height was determined by GEOID03.
 JB1832
 JB1832;                    North         East     Units Scale Factor Converg.
 JB1832;SPC IL E     -   209,315.101   229,729.623   MT  1.00003579   -0 30 08.6
 JB1832;SPC IL E     -   686,727.96    753,704.60   sFT  1.00003579   -0 30 08.6
 JB1832;UTM  16      - 4,268,994.102   313,563.060   MT  1.00002806   -1 20 01.3
 JB1832
 JB1832                          SUPERSEDED SURVEY CONTROL
 JB1832
 JB1832  NAD 83(1986)-  38 32 59.45743(N)    089 08 22.03000(W) AD(       ) 4
 JB1832  NAD 27      -  38 32 59.28304(N)    089 08 21.77762(W) AD(       ) 3
 JB1832
 JB1832.Superseded values are not recommended for survey control.
 JB1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1832.See file dsdata.txt to determine how the superseded data were derived.
 JB1832
 JB1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1356368994(NAD 83)
 JB1832_MARKER: 43 = RADIO/TV TOWER
 JB1832
 JB1832  HISTORY     - Date     Condition        Report By
 JB1832  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1832
 JB1832                          STATION DESCRIPTION
 JB1832
 JB1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1832'THE STATION IS THE CENTER OF THE RED LIGHT AT THE APEX OF A FOUR
 JB1832'LEGGED, SELF
 JB1832'SUPPORTING STEEL TOWER PAINTED IN ALTERNATE SECTIONS OF
 JB1832'INTERNATIONAL RED AND WHITE.
 JB1832'THE OVERALL HEIGHT IS 313 FEET.  IT IS
 JB1832'OWNED AND OPERATED BY THE ILLINOIS BELL
 JB1832'TELEPHONE COMPANY.  IT IS
 JB1832'LOCATED ABOUT 1.5 MILES NORTH OF THE CENTER OF CENTRALIA
 JB1832'AND 0.5 MILE WEST
 JB1832'OF U S HIGHWAY 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0910 ***********************************************************************
 JB0910  DESIGNATION -  CENTRALIA RESET 1965
 JB0910  PID         -  JB0910
 JB0910  STATE/COUNTY-  IL/MARION
 JB0910  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0910
 JB0910                         *CURRENT SURVEY CONTROL
 JB0910  ___________________________________________________________________
 JB0910* NAD 83(1986)-  38 31 28.     (N)    089 07 27.     (W)     SCALED    
 JB0910* NAVD 88     -       153.29   (meters)     502.9    (feet)  RESET     
 JB0910  ___________________________________________________________________
 JB0910  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JB0910
 JB0910  VERT ORDER  -  THIRD
 JB0910
 JB0910.The horizontal coordinates were scaled from a topographic map and have
 JB0910.an estimated accuracy of +/- 6 seconds.
 JB0910
 JB0910.The orthometric height was computed from unverified reset data.
 JB0910
 JB0910.The geoid height was determined by GEOID03.
 JB0910
 JB0910;                    North         East    Units  Estimated Accuracy
 JB0910;SPC IL E     -   206,480.      231,040.      MT  (+/- 180 meters Scaled)
 JB0910
 JB0910                          SUPERSEDED SURVEY CONTROL
 JB0910
 JB0910.No superseded survey control is available for this station.
 JB0910
 JB0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH148661(NAD 83)
 JB0910_MARKER: DB = BENCH MARK DISK
 JB0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0910_SP_SET: BUILDING
 JB0910_STAMPING: CENTRALIA RESET 1965
 JB0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0910
 JB0910  HISTORY     - Date     Condition        Report By
 JB0910  HISTORY     - 1965     MONUMENTED       LOCENG
 JB0910
 JB0910                          STATION DESCRIPTION
 JB0910
 JB0910'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 JB0910'AT CENTRALIA.
 JB0910'AT CENTRALIA, LOCATED IN STONE ABUTMENT ON THE SOUTH END OF THE
 JB0910'WEST ENTRANCE STEPS TO BUILDING A IN THE CENTRALIA TOWNSHIP
 JB0910'HIGH SCHOOL BUILDING GROUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1835 ***********************************************************************
 JB1835  DESIGNATION -  CENTRALIA SIEGLER CORP TANK
 JB1835  PID         -  JB1835
 JB1835  STATE/COUNTY-  IL/MARION
 JB1835  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1835
 JB1835                         *CURRENT SURVEY CONTROL
 JB1835  ___________________________________________________________________
 JB1835* NAD 83(1997)-  38 32 19.71675(N)    089 08 46.08994(W)     ADJUSTED  
 JB1835* NAVD 88     -                                                        
 JB1835  ___________________________________________________________________
 JB1835  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 JB1835  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JB1835
 JB1835  HORZ ORDER  -  THIRD
 JB1835
 JB1835.The horizontal coordinates were established by classical geodetic methods
 JB1835.and adjusted by the National Geodetic Survey in October 1999..
 JB1835
 JB1835
 JB1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1835
 JB1835.The geoid height was determined by GEOID03.
 JB1835
 JB1835;                    North         East     Units Scale Factor Converg.
 JB1835;SPC IL E     -   208,095.322   229,136.263   MT  1.00003682   -0 30 23.2
 JB1835;SPC IL E     -   682,726.07    751,757.89   sFT  1.00003682   -0 30 23.2
 JB1835;UTM  16      - 4,267,783.067   312,952.072   MT  1.00003087   -1 20 15.1
 JB1835
 JB1835                          SUPERSEDED SURVEY CONTROL
 JB1835
 JB1835  NAD 83(1986)-  38 32 19.73300(N)    089 08 46.08724(W) AD(       ) 4
 JB1835  NAD 27      -  38 32 19.55752(N)    089 08 45.83468(W) AD(       ) 3
 JB1835
 JB1835.Superseded values are not recommended for survey control.
 JB1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1835.See file dsdata.txt to determine how the superseded data were derived.
 JB1835
 JB1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1295267783(NAD 83)
 JB1835_MARKER: 51 = TANK
 JB1835
 JB1835  HISTORY     - Date     Condition        Report By
 JB1835  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1835
 JB1835                          STATION DESCRIPTION
 JB1835
 JB1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1835'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED STEEL TANK WITH
 JB1835'THE LEGEND SIEGLER
 JB1835'ON THE NORTH, SOUTH, EAST AND WEST SIDES ON THE
 JB1835'TANK.  THE OVERALL HEIGHT IS
 JB1835'APPROXIMATELY 100 FEET.  THE TANK IS
 JB1835'OWNED AND OPERATED BY THE SIEGLER HEATER
 JB1835'CORPORATION OF CENTRALIA.
 JB1835'IT IS LOCATED ON THE COMPANY PROPERTY AT THE NORTHWEST EDGE
 JB1835'OF CENTRALIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1838 ***********************************************************************
 JB1838  DESIGNATION -  CENTRALIA ST MARYS CATH CH
 JB1838  PID         -  JB1838
 JB1838  STATE/COUNTY-  IL/MARION
 JB1838  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1838
 JB1838                         *CURRENT SURVEY CONTROL
 JB1838  ___________________________________________________________________
 JB1838* NAD 83(1997)-  38 31 41.50692(N)    089 07 50.94643(W)     ADJUSTED  
 JB1838* NAVD 88     -                                                        
 JB1838  ___________________________________________________________________
 JB1838  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 JB1838  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JB1838
 JB1838  HORZ ORDER  -  THIRD
 JB1838
 JB1838.The horizontal coordinates were established by classical geodetic methods
 JB1838.and adjusted by the National Geodetic Survey in October 1999..
 JB1838
 JB1838
 JB1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1838
 JB1838.The geoid height was determined by GEOID03.
 JB1838
 JB1838;                    North         East     Units Scale Factor Converg.
 JB1838;SPC IL E     -   206,905.425   230,461.525   MT  1.00003453   -0 29 48.4
 JB1838;SPC IL E     -   678,822.22    756,105.85   sFT  1.00003453   -0 29 48.4
 JB1838;UTM  16      - 4,266,574.085   314,259.928   MT  1.00002487   -1 19 39.6
 JB1838
 JB1838                          SUPERSEDED SURVEY CONTROL
 JB1838
 JB1838  NAD 83(1986)-  38 31 41.52308(N)    089 07 50.94375(W) AD(       ) 4
 JB1838  NAD 27      -  38 31 41.34815(N)    089 07 50.69202(W) AD(       ) 3
 JB1838
 JB1838.Superseded values are not recommended for survey control.
 JB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1838.See file dsdata.txt to determine how the superseded data were derived.
 JB1838
 JB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1426066574(NAD 83)
 JB1838_MARKER: 90 = CHURCH SPIRE
 JB1838
 JB1838  HISTORY     - Date     Condition        Report By
 JB1838  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1838
 JB1838                          STATION DESCRIPTION
 JB1838
 JB1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1838'THE STATION IS THE CENTER OF A GREEN COLORED CROSS AT THE APEX OF A
 JB1838'GREEN ROOF SPIRE.
 JB1838'THE CHURCH IS OF RED BRICK CONSTRUCTION WITH A
 JB1838'GREY ROOF.  THE OVERALL HEIGHT OF THE
 JB1838'SPIRE IS APPROXIMATELY 130
 JB1838'FEET.  IT IS LOCATED ON THE CORNER IN THE SOUTHEAST
 JB1838'ANGLE OF A STREET
 JB1838'INTERSECTION FORMED BY E NOLEMAN STREET AND N ELM STREET NEAR THE
 JB1838'CENTER OF CENTRALIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1290 ***********************************************************************
 KB1290  DESIGNATION -  CERRO GORDO MUN TANK
 KB1290  PID         -  KB1290
 KB1290  STATE/COUNTY-  IL/PIATT
 KB1290  USGS QUAD   -  CERRO GORDO (1983)
 KB1290
 KB1290                         *CURRENT SURVEY CONTROL
 KB1290  ___________________________________________________________________
 KB1290* NAD 83(1997)-  39 53 24.39388(N)    088 43 46.14866(W)     ADJUSTED  
 KB1290* NAVD 88     -                                                        
 KB1290  ___________________________________________________________________
 KB1290  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 KB1290  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KB1290
 KB1290  HORZ ORDER  -  THIRD
 KB1290
 KB1290.The horizontal coordinates were established by classical geodetic methods
 KB1290.and adjusted by the National Geodetic Survey in October 1999..
 KB1290
 KB1290
 KB1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1290
 KB1290.The geoid height was determined by GEOID03.
 KB1290
 KB1290;                    North         East     Units Scale Factor Converg.
 KB1290;SPC IL E     -   357,874.193   266,117.651   MT  0.99998913   -0 15 14.6
 KB1290;SPC IL E     - 1,174,125.58    873,087.66   sFT  0.99998913   -0 15 14.6
 KB1290;UTM  16      - 4,416,992.037   352,131.206   MT  0.99986918   -1 06 33.7
 KB1290
 KB1290                          SUPERSEDED SURVEY CONTROL
 KB1290
 KB1290  NAD 83(1986)-  39 53 24.40524(N)    088 43 46.14275(W) AD(       ) 4
 KB1290  NAD 27      -  39 53 24.27498(N)    088 43 45.89300(W) AD(       ) 3
 KB1290
 KB1290.Superseded values are not recommended for survey control.
 KB1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1290.See file dsdata.txt to determine how the superseded data were derived.
 KB1290
 KB1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK5213116992(NAD 83)
 KB1290_MARKER: 53 = ELEVATED TANK
 KB1290
 KB1290  HISTORY     - Date     Condition        Report By
 KB1290  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1290
 KB1290                          STATION DESCRIPTION
 KB1290
 KB1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1290'CERRO GORDO MUNICIPAL WATER TANK IS A 4-LEGGED STEEL STRUCTURE,
 KB1290'WITH ELIPSOIDAL TOP AND BOTTOM TANK, PAINTED BLUE-GREEN, AND HAS
 KB1290'CERRO GORDO IN RED LETTERS ON THE SOUTHEAST SIDE.  THE OVERALL
 KB1290'HEIGHT OF THE STRUCTURE IS ABOUT 140 FEET.
 KB1290'
 KB1290'THE TANK IS LOCATED IN THE SOUTH PART OF CERRO GORDO, IN THE
 KB1290'NORTHEAST ANGLE OF THE INTERSECTION OF EAST WAIT AND SOUTH MADISON
 KB1290'STREETS.
 KB1290'
 KB1290'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0893 ***********************************************************************
 JB0893  DESIGNATION -  CGBM 2
 JB0893  PID         -  JB0893
 JB0893  STATE/COUNTY-  IL/CLINTON
 JB0893  USGS QUAD   -  CARLYLE (1969)
 JB0893
 JB0893                         *CURRENT SURVEY CONTROL
 JB0893  ___________________________________________________________________
 JB0893* NAD 83(1986)-  38 36 37.     (N)    089 22 05.     (W)     SCALED    
 JB0893* NAVD 88     -       142.090  (meters)     466.17   (feet)  ADJUSTED  
 JB0893  ___________________________________________________________________
 JB0893  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB0893  DYNAMIC HT  -         141.999 (meters)     465.88  (feet)  COMP
 JB0893  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JB0893
 JB0893  VERT ORDER  -  FIRST     CLASS I
 JB0893
 JB0893.The horizontal coordinates were scaled from a topographic map and have
 JB0893.an estimated accuracy of +/- 6 seconds.
 JB0893
 JB0893.The orthometric height was determined by differential leveling
 JB0893.and adjusted by the National Geodetic Survey in June 1991..
 JB0893
 JB0893.The geoid height was determined by GEOID03.
 JB0893
 JB0893.The dynamic height is computed by dividing the NAVD 88
 JB0893.geopotential number by the normal gravity value computed on the
 JB0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0893.degrees latitude (g = 980.6199 gals.).
 JB0893
 JB0893.The modeled gravity was interpolated from observed gravity values.
 JB0893
 JB0893;                    North         East    Units  Estimated Accuracy
 JB0893;SPC IL W     -   216,010.      769,560.      MT  (+/- 180 meters Scaled)
 JB0893
 JB0893                          SUPERSEDED SURVEY CONTROL
 JB0893
 JB0893  NGVD 29 (??/??/92)  142.200  (m)          466.53   (f) ADJ UNCH    1 1
 JB0893
 JB0893.Superseded values are not recommended for survey control.
 JB0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0893.See file dsdata.txt to determine how the superseded data were derived.
 JB0893
 JB0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH938761(NAD 83)
 JB0893_MARKER: Q = CHISELED SQUARE
 JB0893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0893_SP_SET: WATER TABLE
 JB0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0893
 JB0893  HISTORY     - Date     Condition        Report By
 JB0893  HISTORY     - UNK      MONUMENTED       CGS
 JB0893  HISTORY     - 1969     GOOD             NGS
 JB0893  HISTORY     - 20050724 MARK NOT FOUND   GEOCAC
 JB0893
 JB0893                          STATION DESCRIPTION
 JB0893
 JB0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0893'AT CARLYLE.
 JB0893'AT CARLYLE, ALONG U.S. HIGHWAY 50, BETWEEN 8 TH AND 9 TH STREET,
 JB0893'A SQUARE CUT IN THE TOP OF THE WATER TABLE ALONG THE SOUTH SIDE
 JB0893'OF THE COURTHOUSE BUILDING, DIRECTLY BELOW THE LETTERING CG BM
 JB0893'2 WHICH IS CUT IN THE FACE OF THE WATER TABLE, 14 FEET WEST OF
 JB0893'THE SOUTHEAST CORNER OF THE SOUTH WING OF THE COURTHOUSE, 1.3
 JB0893'FEET EAST OF THE EAST FACE OF THE BRICK WALL AND 2.3 FEET ABOVE
 JB0893'THE LEVEL OF THE SIDEWALK.  SEC 19, T 2 N, R 2 W.
 JB0893
 JB0893                          STATION RECOVERY (2005)
 JB0893
 JB0893'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 JB0893'COURTHOUSE REBUILT. BENCHMARK NOT FOUND ON PREMISES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8979 ***********************************************************************
 DE8979  DESIGNATION -  CHA 01A
 DE8979  PID         -  DE8979
 DE8979  STATE/COUNTY-  IL/CHAMPAIGN
 DE8979  USGS QUAD   -  LONGVIEW (1982)
 DE8979
 DE8979                         *CURRENT SURVEY CONTROL
 DE8979  ___________________________________________________________________
 DE8979* NAD 83(1997)-  39 54 30.99023(N)    088 00 34.12914(W)     ADJUSTED  
 DE8979* NAVD 88     -       207.3    (meters)     680.     (feet)  GPS OBS   
 DE8979  ___________________________________________________________________
 DE8979  X           -     170,174.978 (meters)                     COMP
 DE8979  Y           -  -4,896,402.231 (meters)                     COMP
 DE8979  Z           -   4,070,319.344 (meters)                     COMP
 DE8979  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DE8979  ELLIP HEIGHT-         175.27  (meters)          (12/06/04) GPS OBS
 DE8979  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE8979
 DE8979  HORZ ORDER  -  FIRST
 DE8979  ELLP ORDER  -  FOURTH    CLASS I
 DE8979
 DE8979.The horizontal coordinates were established by GPS observations
 DE8979.and adjusted by the National Geodetic Survey in December 2002..
 DE8979
 DE8979.The orthometric height was determined by GPS observations and a
 DE8979.high-resolution geoid model.
 DE8979
 DE8979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8979
 DE8979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8979
 DE8979.The ellipsoidal height was determined by GPS observations
 DE8979.and is referenced to NAD 83.
 DE8979
 DE8979.The geoid height was determined by GEOID03.
 DE8979
 DE8979;                    North         East     Units Scale Factor Converg.
 DE8979;SPC IL E     -   359,903.222   327,691.226   MT  0.99998444   +0 12 28.0
 DE8979;SPC IL E     - 1,180,782.49  1,075,100.30   sFT  0.99998444   +0 12 28.0
 DE8979;UTM  16      - 4,418,101.414   413,715.497   MT  0.99969165   -0 38 51.7
 DE8979
 DE8979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8979!SPC IL E     -   0.99997250  x   0.99998444  =   0.99995694
 DE8979!UTM  16      -   0.99997250  x   0.99969165  =   0.99966416
 DE8979
 DE8979                          SUPERSEDED SURVEY CONTROL
 DE8979
 DE8979  ELLIP H (12/18/02)  175.26   (m)                       GP(       ) 4 2
 DE8979
 DE8979.Superseded values are not recommended for survey control.
 DE8979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8979.See file dsdata.txt to determine how the superseded data were derived.
 DE8979
 DE8979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK1371518101(NAD 83)
 DE8979_MARKER: I = METAL ROD
 DE8979_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8979_STAMPING: CHA-01A
 DE8979_MARK LOGO: ILDT  
 DE8979_PROJECTION: FLUSH
 DE8979_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8979+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8979_ROD/PIPE-DEPTH:  3.7 meters
 DE8979_SLEEVE-DEPTH  :  1.1 meters
 DE8979
 DE8979  HISTORY     - Date     Condition        Report By
 DE8979  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8979
 DE8979                          STATION DESCRIPTION
 DE8979
 DE8979'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8979'THE STATION IS LOCATED ABOUT 0.6 MI ( 1.O KM ) WEST  OF BROADLANDS.
 DE8979'TO REACH FROM THE JUNCTION U.S. ROUTE 49  AND 200 N COUNTY ROAD,
 DE8979'GO  WEST ABOUT 2.8 MI (4.5 KM)  TO BROADLANDS, CONTINUE WEST ON 200
 DE8979'N COUNTY ROAD TO THE CROSSROAD 2400 E COUNTY ROAD. THE STATION
 DE8979'IS ON THE RIGHT ON THE NORTHEAST CORNER AT THE INTERSECTION. IT IS
 DE8979'30.5 FT NORTH OF THE CENTER OF THE COUNTY ROAD 200 N, 28.5 FT EAST
 DE8979'OF THE CENTER OF THE  COUNTY ROAD 2400 E, 8 FT NORTH EAST OF THE
 DE8979'R.O.W.  CONCRETE MARK. NOTE--ACCESS TO THE STATION POINT IS
 DE8979'THROUGH A  6 - INCH  ACCESS COVER
 DE8979' 
 DE8979' 
 DE8979'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8974 ***********************************************************************
 DE8974  DESIGNATION -  CHA 01B
 DE8974  PID         -  DE8974
 DE8974  STATE/COUNTY-  IL/CHAMPAIGN
 DE8974  USGS QUAD   -  LONGVIEW (1982)
 DE8974
 DE8974                         *CURRENT SURVEY CONTROL
 DE8974  ___________________________________________________________________
 DE8974* NAD 83(1997)-  39 54 30.43808(N)    088 00 55.40482(W)     ADJUSTED  
 DE8974* NAVD 88     -       207.6    (meters)     681.     (feet)  GPS OBS   
 DE8974  ___________________________________________________________________
 DE8974  X           -     169,670.311 (meters)                     COMP
 DE8974  Y           -  -4,896,430.877 (meters)                     COMP
 DE8974  Z           -   4,070,306.447 (meters)                     COMP
 DE8974  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DE8974  ELLIP HEIGHT-         175.53  (meters)          (12/06/04) GPS OBS
 DE8974  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE8974
 DE8974  HORZ ORDER  -  FIRST
 DE8974  ELLP ORDER  -  FOURTH    CLASS I
 DE8974
 DE8974.The horizontal coordinates were established by GPS observations
 DE8974.and adjusted by the National Geodetic Survey in December 2002..
 DE8974
 DE8974.The orthometric height was determined by GPS observations and a
 DE8974.high-resolution geoid model.
 DE8974
 DE8974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8974
 DE8974.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8974
 DE8974.The ellipsoidal height was determined by GPS observations
 DE8974.and is referenced to NAD 83.
 DE8974
 DE8974.The geoid height was determined by GEOID03.
 DE8974
 DE8974;                    North         East     Units Scale Factor Converg.
 DE8974;SPC IL E     -   359,884.377   327,185.955   MT  0.99998410   +0 12 14.3
 DE8974;SPC IL E     - 1,180,720.66  1,073,442.59   sFT  0.99998410   +0 12 14.3
 DE8974;UTM  16      - 4,418,090.118   413,210.149   MT  0.99969273   -0 39 05.3
 DE8974
 DE8974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8974!SPC IL E     -   0.99997246  x   0.99998410  =   0.99995656
 DE8974!UTM  16      -   0.99997246  x   0.99969273  =   0.99966520
 DE8974
 DE8974                          SUPERSEDED SURVEY CONTROL
 DE8974
 DE8974  ELLIP H (12/18/02)  175.52   (m)                       GP(       ) 4 2
 DE8974
 DE8974.Superseded values are not recommended for survey control.
 DE8974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8974.See file dsdata.txt to determine how the superseded data were derived.
 DE8974
 DE8974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK1321018090(NAD 83)
 DE8974_MARKER: I = METAL ROD
 DE8974_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8974_STAMPING: CHA-01B
 DE8974_MARK LOGO: ILDT  
 DE8974_PROJECTION: FLUSH
 DE8974_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8974+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8974_ROD/PIPE-DEPTH:  3.7 meters
 DE8974_SLEEVE-DEPTH  :  1.1 meters
 DE8974
 DE8974  HISTORY     - Date     Condition        Report By
 DE8974  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8974
 DE8974                          STATION DESCRIPTION
 DE8974
 DE8974'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8974'THE STATION IS LOCATED ABOUT 0.9 MI ( 1.5 KM ) WEST  OF BROADLANDS.
 DE8974'TO REACH FROM THE JUNCTION U.S.  ROUTE 49  AND 200 N COUNTY ROAD,
 DE8974'GO WEST ABOUT 3.1 MI (5.0 KM)  TO BROADLANDS, CONTINUE WEST ON 200 N
 DE8974'COUNTY ROAD TO THE CROSSROAD 2400 E COUNTY ROAD. CONTINUE WEST
 DE8974'ON 200 N COUNTY ROAD 0.3 MI ( 0.5 KM), THE STATION IS ON THE LEFT. IT
 DE8974'IS
 DE8974'35.5 FT SOUTH OF THE CENTER OF THE COUNTY ROAD 200 N, 2.5 FT NORTH
 DE8974'OF THE EDGE OF FIELD.  NOTE--ACCESS TO THE STATION POINT IS
 DE8974'THROUGH A  6 - INCH  ACCESS COVER
 DE8974' 
 DE8974' 
 DE8974' 
 DE8974'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8975 ***********************************************************************
 DE8975  DESIGNATION -  CHA 02A
 DE8975  PID         -  DE8975
 DE8975  STATE/COUNTY-  IL/CHAMPAIGN
 DE8975  USGS QUAD   -  VILLA GROVE NW (1982)
 DE8975
 DE8975                         *CURRENT SURVEY CONTROL
 DE8975  ___________________________________________________________________
 DE8975* NAD 83(1997)-  39 53 16.35447(N)    088 09 37.33712(W)     ADJUSTED  
 DE8975* NAVD 88     -       198.8    (meters)     652.     (feet)  GPS OBS   
 DE8975  ___________________________________________________________________
 DE8975  X           -     157,326.692 (meters)                     COMP
 DE8975  Y           -  -4,898,302.719 (meters)                     COMP
 DE8975  Z           -   4,068,547.839 (meters)                     COMP
 DE8975  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DE8975  ELLIP HEIGHT-         166.79  (meters)          (12/06/04) GPS OBS
 DE8975  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE8975
 DE8975  HORZ ORDER  -  FIRST
 DE8975  ELLP ORDER  -  FOURTH    CLASS I
 DE8975
 DE8975.The horizontal coordinates were established by GPS observations
 DE8975.and adjusted by the National Geodetic Survey in December 2002..
 DE8975
 DE8975.The orthometric height was determined by GPS observations and a
 DE8975.high-resolution geoid model.
 DE8975
 DE8975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8975
 DE8975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8975
 DE8975.The ellipsoidal height was determined by GPS observations
 DE8975.and is referenced to NAD 83.
 DE8975
 DE8975.The geoid height was determined by GEOID03.
 DE8975
 DE8975;                    North         East     Units Scale Factor Converg.
 DE8975;SPC IL E     -   357,565.444   314,793.648   MT  0.99997769   +0 06 39.3
 DE8975;SPC IL E     - 1,173,112.63  1,032,785.49   sFT  0.99997769   +0 06 39.3
 DE8975;UTM  16      - 4,415,957.007   400,788.012   MT  0.99972118   -0 44 39.1
 DE8975
 DE8975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8975!SPC IL E     -   0.99997383  x   0.99997769  =   0.99995153
 DE8975!UTM  16      -   0.99997383  x   0.99972118  =   0.99969502
 DE8975
 DE8975                          SUPERSEDED SURVEY CONTROL
 DE8975
 DE8975  ELLIP H (12/18/02)  166.78   (m)                       GP(       ) 4 2
 DE8975
 DE8975.Superseded values are not recommended for survey control.
 DE8975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8975.See file dsdata.txt to determine how the superseded data were derived.
 DE8975
 DE8975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK0078815957(NAD 83)
 DE8975_MARKER: I = METAL ROD
 DE8975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8975_STAMPING: CHA-02A
 DE8975_MARK LOGO: ILDT  
 DE8975_PROJECTION: FLUSH
 DE8975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8975+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8975_ROD/PIPE-DEPTH:  3.7 meters
 DE8975_SLEEVE-DEPTH  :  1.1 meters
 DE8975
 DE8975  HISTORY     - Date     Condition        Report By
 DE8975  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8975
 DE8975                          STATION DESCRIPTION
 DE8975
 DE8975'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8975'THE STATION IS LOCATED ABOUT 5.0 MI ( 8.2 KM ) WEST  OF LONGVIEW.
 DE8975'ABOUT 6.3 MI (10.3 KM) SOUTH EAST OF PESOTUM,  ABOUT 8.0 MI (13.1 KM)
 DE8975'SOUTH OF PHILO. TO REACH FROM THE JUNCTION U.S. ROUTE 36  AND
 DE8975'STATE ROUTE 130 (NORTH) AT CAMARGO, GO  NORTH ON STATE ROUTE 130
 DE8975'ABOUT 6.1 MI (10.0 KM) TO 000 N COUNTY ROAD (COUNTY LINE),  CONTINUE
 DE8975'NORTH ABOUT 0.5 MI (0.8 KM). THE STATION IS ON THE RIGHT.   IT IS 37.8
 DE8975'FT
 DE8975'EAST OF THE CENTER OF THE STATE ROUTE 130 , 4.0 FT WEST  OF THE EDGE
 DE8975'OF FIELD, 2.0 FT WEST OF THE FIBERGLASS WITNESS  POST. NOTE--  ACCESS
 DE8975'TO THE STATION POINT IS THROUGH A  6 - INCH  ACCESS COVER.
 DE8975' 
 DE8975' 
 DE8975' 
 DE8975' 
 DE8975' 
 DE8975' 
 DE8975' 
 DE8975'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8973 ***********************************************************************
 DE8973  DESIGNATION -  CHA 02B
 DE8973  PID         -  DE8973
 DE8973  STATE/COUNTY-  IL/CHAMPAIGN
 DE8973  USGS QUAD   -  VILLA GROVE NW (1982)
 DE8973
 DE8973                         *CURRENT SURVEY CONTROL
 DE8973  ___________________________________________________________________
 DE8973* NAD 83(1997)-  39 53 32.56737(N)    088 09 37.43820(W)     ADJUSTED  
 DE8973* NAVD 88     -       198.7    (meters)     652.     (feet)  GPS OBS   
 DE8973  ___________________________________________________________________
 DE8973  X           -     157,313.994 (meters)                     COMP
 DE8973  Y           -  -4,897,982.197 (meters)                     COMP
 DE8973  Z           -   4,068,931.463 (meters)                     COMP
 DE8973  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DE8973  ELLIP HEIGHT-         166.70  (meters)          (12/06/04) GPS OBS
 DE8973  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE8973
 DE8973  HORZ ORDER  -  FIRST
 DE8973  ELLP ORDER  -  FOURTH    CLASS I
 DE8973
 DE8973.The horizontal coordinates were established by GPS observations
 DE8973.and adjusted by the National Geodetic Survey in December 2002..
 DE8973
 DE8973.The orthometric height was determined by GPS observations and a
 DE8973.high-resolution geoid model.
 DE8973
 DE8973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8973
 DE8973.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8973
 DE8973.The ellipsoidal height was determined by GPS observations
 DE8973.and is referenced to NAD 83.
 DE8973
 DE8973.The geoid height was determined by GEOID03.
 DE8973
 DE8973;                    North         East     Units Scale Factor Converg.
 DE8973;SPC IL E     -   358,065.471   314,790.279   MT  0.99997769   +0 06 39.3
 DE8973;SPC IL E     - 1,174,753.13  1,032,774.44   sFT  0.99997769   +0 06 39.3
 DE8973;UTM  16      - 4,416,456.901   400,792.105   MT  0.99972117   -0 44 39.4
 DE8973
 DE8973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8973!SPC IL E     -   0.99997385  x   0.99997769  =   0.99995154
 DE8973!UTM  16      -   0.99997385  x   0.99972117  =   0.99969503
 DE8973
 DE8973                          SUPERSEDED SURVEY CONTROL
 DE8973
 DE8973  ELLIP H (12/18/02)  166.69   (m)                       GP(       ) 4 2
 DE8973
 DE8973.Superseded values are not recommended for survey control.
 DE8973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8973.See file dsdata.txt to determine how the superseded data were derived.
 DE8973
 DE8973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK0079216457(NAD 83)
 DE8973_MARKER: I = METAL ROD
 DE8973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8973_STAMPING: CHA-02B
 DE8973_MARK LOGO: ILDT  
 DE8973_PROJECTION: FLUSH
 DE8973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8973+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8973_ROD/PIPE-DEPTH:  3.7 meters
 DE8973_SLEEVE-DEPTH  :  1.1 meters
 DE8973
 DE8973  HISTORY     - Date     Condition        Report By
 DE8973  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8973
 DE8973                          STATION DESCRIPTION
 DE8973
 DE8973'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8973'THE STATION IS LOCATED ABOUT 5.1 MI ( 8.3 KM ) WEST  OF LONGVIEW.
 DE8973'ABOUT 6.2 MI (10.17 KM) SOUTH EAST OF PESOTUM,  ABOUT 7.7 MI (12.6 KM)
 DE8973'SOUTH OF PHILO. TO REACH FROM THE JUNCTION U.S. ROUTE 36  AND
 DE8973'STATE ROUTE 130 (NORTH) AT CAMARGO , GO  NORTH ON STATE ROUTE 130
 DE8973' ABOUT 6.1 MI (10.0 KM) TO 000 N COUNTY ROAD (COUNTY LINE),  CONTINUE
 DE8973'NORTH ABOUT 0.8 MI ( 1.3 KM). THE STATION IS ON THE RIGHT.   IT IS
 DE8973'35.8 FT
 DE8973'EAST OF THE CENTER OF THE STATE ROUTE 130 , 3.0 FT WEST  OF THE EDGE
 DE8973'OF FIELD, 2.0 FT WEST OF THE FIBERGLASS WITNESS  POST. NOTE--  ACCESS
 DE8973'TO THE STATION POINT IS THROUGH A  6 - INCH  ACCESS COVER.
 DE8973' 
 DE8973' 
 DE8973' 
 DE8973' 
 DE8973'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8981 ***********************************************************************
 DE8981  DESIGNATION -  CHA 03A
 DE8981  PID         -  DE8981
 DE8981  STATE/COUNTY-  IL/CHAMPAIGN
 DE8981  USGS QUAD   -  IVESDALE (1983)
 DE8981
 DE8981                         *CURRENT SURVEY CONTROL
 DE8981  ___________________________________________________________________
 DE8981* NAD 83(1997)-  39 56 50.98378(N)    088 26 40.94810(W)     ADJUSTED  
 DE8981* NAVD 88     -       209.2    (meters)     686.     (feet)  GPS OBS   
 DE8981  ___________________________________________________________________
 DE8981  X           -     132,901.429 (meters)                     COMP
 DE8981  Y           -  -4,894,784.790 (meters)                     COMP
 DE8981  Z           -   4,073,631.741 (meters)                     COMP
 DE8981  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DE8981  ELLIP HEIGHT-         177.18  (meters)          (12/06/04) GPS OBS
 DE8981  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DE8981
 DE8981  HORZ ORDER  -  FIRST
 DE8981  ELLP ORDER  -  FOURTH    CLASS I
 DE8981
 DE8981.The horizontal coordinates were established by GPS observations
 DE8981.and adjusted by the National Geodetic Survey in December 2002..
 DE8981
 DE8981.The orthometric height was determined by GPS observations and a
 DE8981.high-resolution geoid model.
 DE8981
 DE8981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8981
 DE8981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8981
 DE8981.The ellipsoidal height was determined by GPS observations
 DE8981.and is referenced to NAD 83.
 DE8981
 DE8981.The geoid height was determined by GEOID03.
 DE8981
 DE8981;                    North         East     Units Scale Factor Converg.
 DE8981;SPC IL E     -   364,176.606   290,482.261   MT  0.99997611   -0 04 17.4
 DE8981;SPC IL E     - 1,194,802.75    953,023.88   sFT  0.99997611   -0 04 17.4
 DE8981;UTM  16      - 4,422,928.939   376,583.453   MT  0.99978751   -0 55 39.9
 DE8981
 DE8981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8981!SPC IL E     -   0.99997220  x   0.99997611  =   0.99994832
 DE8981!UTM  16      -   0.99997220  x   0.99978751  =   0.99975972
 DE8981
 DE8981                          SUPERSEDED SURVEY CONTROL
 DE8981
 DE8981  ELLIP H (12/18/02)  177.17   (m)                       GP(       ) 4 2
 DE8981
 DE8981.Superseded values are not recommended for survey control.
 DE8981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8981.See file dsdata.txt to determine how the superseded data were derived.
 DE8981
 DE8981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK7658322929(NAD 83)
 DE8981_MARKER: I = METAL ROD
 DE8981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8981_STAMPING: CHA-03A
 DE8981_MARK LOGO: ILDT  
 DE8981_PROJECTION: FLUSH
 DE8981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8981+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8981_ROD/PIPE-DEPTH:  3.7 meters
 DE8981_SLEEVE-DEPTH  :  1.1 meters
 DE8981
 DE8981  HISTORY     - Date     Condition        Report By
 DE8981  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8981
 DE8981                          STATION DESCRIPTION
 DE8981
 DE8981'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8981'THE STATION IS LOCATED ABOUT 1.0 MI ( 1.6 KM ) EAST  OF IVESDALE. TO
 DE8981'REACH FROM THE JUNCTION ROUTE 18  ( 1000 N COUNTY ROAD) AND ROUTE
 DE8981'6 ( 200 E COUNTY ROAD), GO  SOUTH ON ROUTE 6 (200 E COUNTY ROAD)
 DE8981'ABOUT 5.1 MI (8.3 KM) TO CROSS ROAD  ROUTE 17 (475 N COUNTY ROAD) ,
 DE8981'TURN RIGH,  GO WEST ON ROUTE 17 ( 475 N COUNTY ROAD), ABOUT 1.0  MI (
 DE8981'1.6 KM). TO CROSS ROAD 100 E COUNTY ROAD, THE STATION IS ON THE LEFT,
 DE8981'AT THE SOUTHWEST CORNER.  IT IS 36.4  FT SOUTH OF THE CENTER
 DE8981'OF THE ROUTE 17 ( 475 N COUNTY ROAD), 51.0  FT WEST  OF THE CENTER OF
 DE8981'THE 100 E  COUNTY ROAD, 13.0 FT EAST OF THE R.O.W. CRONCRETE MARK,
 DE8981'26.6 FT NORTH WEST OF A UTILITY POLE, 2.0 FT NORTH OF THE FIBERGLASS
 DE8981'WITNESS  POST.  NOTE--ACCESS TO THE STATION  POINT IS THROUGH A  6 -
 DE8981'INCH  ACCESS COVER.
 DE8981' 
 DE8981' 
 DE8981' 
 DE8981' 
 DE8981'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8984 ***********************************************************************
 DE8984  DESIGNATION -  CHA 03B
 DE8984  PID         -  DE8984
 DE8984  STATE/COUNTY-  IL/CHAMPAIGN
 DE8984  USGS QUAD   -  IVESDALE (1983)
 DE8984
 DE8984                         *CURRENT SURVEY CONTROL
 DE8984  ___________________________________________________________________
 DE8984* NAD 83(1997)-  39 56 55.01647(N)    088 26 20.45168(W)     ADJUSTED  
 DE8984* NAVD 88     -       209.1    (meters)     686.     (feet)  GPS OBS   
 DE8984  ___________________________________________________________________
 DE8984  X           -     133,385.643 (meters)                     COMP
 DE8984  Y           -  -4,894,691.663 (meters)                     COMP
 DE8984  Z           -   4,073,727.044 (meters)                     COMP
 DE8984  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DE8984  ELLIP HEIGHT-         177.10  (meters)          (12/06/04) GPS OBS
 DE8984  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DE8984
 DE8984  HORZ ORDER  -  FIRST
 DE8984  ELLP ORDER  -  FOURTH    CLASS I
 DE8984
 DE8984.The horizontal coordinates were established by GPS observations
 DE8984.and adjusted by the National Geodetic Survey in December 2002..
 DE8984
 DE8984.The orthometric height was determined by GPS observations and a
 DE8984.high-resolution geoid model.
 DE8984
 DE8984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8984
 DE8984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8984
 DE8984.The ellipsoidal height was determined by GPS observations
 DE8984.and is referenced to NAD 83.
 DE8984
 DE8984.The geoid height was determined by GEOID03.
 DE8984
 DE8984;                    North         East     Units Scale Factor Converg.
 DE8984;SPC IL E     -   364,300.390   290,968.954   MT  0.99997600   -0 04 04.3
 DE8984;SPC IL E     - 1,195,208.86    954,620.64   sFT  0.99997600   -0 04 04.3
 DE8984;UTM  16      - 4,423,045.414   377,071.849   MT  0.99978603   -0 55 26.8
 DE8984
 DE8984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8984!SPC IL E     -   0.99997222  x   0.99997600  =   0.99994822
 DE8984!UTM  16      -   0.99997222  x   0.99978603  =   0.99975825
 DE8984
 DE8984                          SUPERSEDED SURVEY CONTROL
 DE8984
 DE8984  ELLIP H (12/18/02)  177.09   (m)                       GP(       ) 4 2
 DE8984
 DE8984.Superseded values are not recommended for survey control.
 DE8984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8984.See file dsdata.txt to determine how the superseded data were derived.
 DE8984
 DE8984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK7707223045(NAD 83)
 DE8984_MARKER: I = METAL ROD
 DE8984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8984_STAMPING: CHA-03B
 DE8984_MARK LOGO: ILDT  
 DE8984_PROJECTION: FLUSH
 DE8984_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8984+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8984_ROD/PIPE-DEPTH:  3.7 meters
 DE8984_SLEEVE-DEPTH  :  1.1 meters
 DE8984
 DE8984  HISTORY     - Date     Condition        Report By
 DE8984  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8984
 DE8984                          STATION DESCRIPTION
 DE8984
 DE8984'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8984'THE STATION IS LOCATED ABOUT 1.3 MI ( 2.1 KM ) EAST  OF IVESDALE. TO
 DE8984'REACH FROM THE JUNCTION ROUTE 18  ( 1000 N COUNTY ROAD) AND ROUTE
 DE8984'6 ( 200 E COUNTY ROAD), GO  SOUTH ON ROUTE 6 (200 E COUNTY ROAD)
 DE8984'ABOUT 5.1 MI (8.3 KM) TO CROSS ROAD  ROUTE 17 (475 N COUNTY ROAD) ,
 DE8984'TURN RIGHT GO WEST ON ROUTE 17 ( 475 N COUNTY ROAD), ABOUT 0.7  MI (
 DE8984'1.1 KM). THE STATION IS ON THE LEFT. IT IS 33.4  FT SOUTH OF THE
 DE8984'CENTER
 DE8984'OF THE ROUTE 17 ( 475 N COUNTY ROAD), 181  FT WEST  OF THE CENTER OF
 DE8984'DRIVE WAY, 1.0 FT NORTH OF THE EDGE OF FIELD, 1.5 FT NORTH OF THE
 DE8984'FIBERGLASS WITNESS  POST.  NOTE--ACCESS TO THE  STATION  POINT IS
 DE8984'THROUGH A  6 - INCH  ACCESS COVER.
 DE8984' 
 DE8984' 
 DE8984' 
 DE8984'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8986 ***********************************************************************
 DE8986  DESIGNATION -  CHA 04A
 DE8986  PID         -  DE8986
 DE8986  STATE/COUNTY-  IL/CHAMPAIGN
 DE8986  USGS QUAD   -  TOLONO (1983)
 DE8986
 DE8986                         *CURRENT SURVEY CONTROL
 DE8986  ___________________________________________________________________
 DE8986* NAD 83(1997)-  39 59 44.33525(N)    088 15 39.56930(W)     ADJUSTED  
 DE8986* NAVD 88     -       225.3    (meters)     739.     (feet)  GPS OBS   
 DE8986  ___________________________________________________________________
 DE8986  X           -     148,491.766 (meters)                     COMP
 DE8986  Y           -  -4,890,912.645 (meters)                     COMP
 DE8986  Z           -   4,077,739.733 (meters)                     COMP
 DE8986  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 DE8986  ELLIP HEIGHT-         193.37  (meters)          (12/06/04) GPS OBS
 DE8986  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DE8986
 DE8986  HORZ ORDER  -  FIRST
 DE8986  ELLP ORDER  -  FOURTH    CLASS I
 DE8986
 DE8986.The horizontal coordinates were established by GPS observations
 DE8986.and adjusted by the National Geodetic Survey in December 2002..
 DE8986
 DE8986.The orthometric height was determined by GPS observations and a
 DE8986.high-resolution geoid model.
 DE8986
 DE8986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8986
 DE8986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8986
 DE8986.The ellipsoidal height was determined by GPS observations
 DE8986.and is referenced to NAD 83.
 DE8986
 DE8986.The geoid height was determined by GEOID03.
 DE8986
 DE8986;                    North         East     Units Scale Factor Converg.
 DE8986;SPC IL E     -   369,519.684   306,177.788   MT  0.99997547   +0 02 47.4
 DE8986;SPC IL E     - 1,212,332.50  1,004,518.29   sFT  0.99997547   +0 02 47.4
 DE8986;UTM  16      - 4,428,035.686   392,353.785   MT  0.99974265   -0 48 38.0
 DE8986
 DE8986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8986!SPC IL E     -   0.99996967  x   0.99997547  =   0.99994514
 DE8986!UTM  16      -   0.99996967  x   0.99974265  =   0.99971232
 DE8986
 DE8986                          SUPERSEDED SURVEY CONTROL
 DE8986
 DE8986  ELLIP H (12/18/02)  193.35   (m)                       GP(       ) 4 2
 DE8986
 DE8986.Superseded values are not recommended for survey control.
 DE8986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8986.See file dsdata.txt to determine how the superseded data were derived.
 DE8986
 DE8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK9235428036(NAD 83)
 DE8986_MARKER: I = METAL ROD
 DE8986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8986_STAMPING: CHA-04A
 DE8986_MARK LOGO: ILDT  
 DE8986_PROJECTION: FLUSH
 DE8986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8986+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8986_ROD/PIPE-DEPTH:  3.7 meters
 DE8986_SLEEVE-DEPTH  :  1.1 meters
 DE8986
 DE8986  HISTORY     - Date     Condition        Report By
 DE8986  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8986
 DE8986                          STATION DESCRIPTION
 DE8986
 DE8986'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8986'THE STATION IS LOCATED ABOUT 1.0 MI ( 1.6 KM ) NORTH OF TOLONO. TO
 DE8986'REACH FROM THE JUNCTION ROUTE 18  ( 1000 N COUNTY ROAD)  AND U.S.
 DE8986'ROUTE 45, GO  SOUTH ON U.S.  ROUTE 45  ABOUT 2.0 MI (3.28 KM) TO
 DE8986'CROSSROAD 800 N COUNTY ROAD.   THE STATION IS ON THE RIGHT AT THE
 DE8986'SOUTHWEST CORNER.  IT IS 44.5  FT SOUTH OF THE CENTER OF THE 800 N
 DE8986'COUNTY ROAD,  33.3  FT WEST OF THE EDGE OF THE PAVEMENT OF THE U.S.
 DE8986'ROUTE 45, 19.2 FT NORTH OF THE CONCRETE RIGHT-OF-WAY MARKER, 19.0
 DE8986'FT SOUTHEAST OF THE UTILITY POLE, 2.0 FT EAST OF THE FIBERGLASS
 DE8986'WITNESS  POST. NOTE--ACCESS TO THE STATION POINT IS THROUGH A  6 -
 DE8986'INCH  ACCESS COVER.
 DE8986' 
 DE8986' 
 DE8986' 
 DE8986' 
 DE8986'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8995 ***********************************************************************
 DE8995  DESIGNATION -  CHA 04B
 DE8995  PID         -  DE8995
 DE8995  STATE/COUNTY-  IL/CHAMPAIGN
 DE8995  USGS QUAD   -  BONDVILLE (1975)
 DE8995
 DE8995                         *CURRENT SURVEY CONTROL
 DE8995  ___________________________________________________________________
 DE8995* NAD 83(1997)-  40 00 00.42240(N)    088 15 36.77910(W)     ADJUSTED  
 DE8995* NAVD 88     -       224.9    (meters)     738.     (feet)  GPS OBS   
 DE8995  ___________________________________________________________________
 DE8995  X           -     148,548.234 (meters)                     COMP
 DE8995  Y           -  -4,890,591.523 (meters)                     COMP
 DE8995  Z           -   4,078,119.572 (meters)                     COMP
 DE8995  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DE8995  ELLIP HEIGHT-         192.94  (meters)          (12/06/04) GPS OBS
 DE8995  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DE8995
 DE8995  HORZ ORDER  -  FIRST
 DE8995  ELLP ORDER  -  FOURTH    CLASS I
 DE8995
 DE8995.The horizontal coordinates were established by GPS observations
 DE8995.and adjusted by the National Geodetic Survey in December 2002..
 DE8995
 DE8995.The orthometric height was determined by GPS observations and a
 DE8995.high-resolution geoid model.
 DE8995
 DE8995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8995
 DE8995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8995
 DE8995.The ellipsoidal height was determined by GPS observations
 DE8995.and is referenced to NAD 83.
 DE8995
 DE8995.The geoid height was determined by GEOID03.
 DE8995
 DE8995;                    North         East     Units Scale Factor Converg.
 DE8995;SPC IL E     -   370,015.901   306,243.569   MT  0.99997548   +0 02 49.2
 DE8995;SPC IL E     - 1,213,960.50  1,004,734.11   sFT  0.99997548   +0 02 49.2
 DE8995;UTM  16      - 4,428,530.748   392,426.964   MT  0.99974246   -0 48 36.5
 DE8995
 DE8995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8995!SPC IL E     -   0.99996973  x   0.99997548  =   0.99994521
 DE8995!UTM  16      -   0.99996973  x   0.99974246  =   0.99971220
 DE8995
 DE8995                          SUPERSEDED SURVEY CONTROL
 DE8995
 DE8995  ELLIP H (12/18/02)  192.92   (m)                       GP(       ) 4 2
 DE8995
 DE8995.Superseded values are not recommended for survey control.
 DE8995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8995.See file dsdata.txt to determine how the superseded data were derived.
 DE8995
 DE8995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9242728531(NAD 83)
 DE8995_MARKER: I = METAL ROD
 DE8995_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8995_STAMPING: CHA-04B
 DE8995_MARK LOGO: ILDT  
 DE8995_PROJECTION: FLUSH
 DE8995_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8995+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8995_ROD/PIPE-DEPTH:  3.7 meters
 DE8995_SLEEVE-DEPTH  :  1.1 meters
 DE8995
 DE8995  HISTORY     - Date     Condition        Report By
 DE8995  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8995
 DE8995                          STATION DESCRIPTION
 DE8995
 DE8995'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8995'THE STATION IS LOCATED ABOUT 1.3 MI ( 2.13 KM ) NORTH OF TOLONO. TO
 DE8995'REACH FROM THE JUNCTION ROUTE 18  ( 1000 N COUNTY ROAD)  AND U.S.
 DE8995'ROUTE 45, GO  SOUTH ON U.S.  ROUTE 45  ABOUT 1.7  MI (2.7 KM) .THE
 DE8995'STATION IS ON THE RIGHT.  IT IS 22.5  FT WEST OF THE EDGE OF PAVEMENT
 DE8995'OF THE U.S. ROUTE 45,  25 FT EAST OF THE EDGE OF FIELD, 29.6 FT
 DE8995'NORTHEAST OF THE UTILITY POLE, 2.0 FT EAST OF THE FIBERGLASS
 DE8995'WITNESS POST. NOTE--ACCESS TO THE STATION POINT IS THROUGH A  6 -
 DE8995'INCH   ACCESS COVER.
 DE8995' 
 DE8995' 
 DE8995' 
 DE8995'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8888 ***********************************************************************
 DE8888  DESIGNATION -  CHA 05A
 DE8888  PID         -  DE8888
 DE8888  STATE/COUNTY-  IL/CHAMPAIGN
 DE8888  USGS QUAD   -  BONDVILLE (1975)
 DE8888
 DE8888                         *CURRENT SURVEY CONTROL
 DE8888  ___________________________________________________________________
 DE8888* NAD 83(1997)-  40 01 31.85376(N)    088 22 07.65709(W)     ADJUSTED  
 DE8888* NAVD 88     -       212.0    (meters)     696.     (feet)  GPS OBS   
 DE8888  ___________________________________________________________________
 DE8888  X           -     139,228.258 (meters)                     COMP
 DE8888  Y           -  -4,889,041.871 (meters)                     COMP
 DE8888  Z           -   4,080,271.176 (meters)                     COMP
 DE8888  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DE8888  ELLIP HEIGHT-         180.01  (meters)          (12/06/04) GPS OBS
 DE8888  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DE8888
 DE8888  HORZ ORDER  -  FIRST
 DE8888  ELLP ORDER  -  FOURTH    CLASS I
 DE8888
 DE8888.The horizontal coordinates were established by GPS observations
 DE8888.and adjusted by the National Geodetic Survey in December 2002..
 DE8888
 DE8888.The orthometric height was determined by GPS observations and a
 DE8888.high-resolution geoid model.
 DE8888
 DE8888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8888
 DE8888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8888
 DE8888.The ellipsoidal height was determined by GPS observations
 DE8888.and is referenced to NAD 83.
 DE8888
 DE8888.The geoid height was determined by GEOID03.
 DE8888
 DE8888;                    North         East     Units Scale Factor Converg.
 DE8888;SPC IL E     -   372,833.892   296,973.111   MT  0.99997511   -0 01 22.1
 DE8888;SPC IL E     - 1,223,205.86    974,319.28   sFT  0.99997511   -0 01 22.1
 DE8888;UTM  16      - 4,431,486.489   383,201.741   MT  0.99976794   -0 52 49.5
 DE8888
 DE8888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8888!SPC IL E     -   0.99997176  x   0.99997511  =   0.99994687
 DE8888!UTM  16      -   0.99997176  x   0.99976794  =   0.99973971
 DE8888
 DE8888                          SUPERSEDED SURVEY CONTROL
 DE8888
 DE8888  ELLIP H (12/18/02)  180.00   (m)                       GP(       ) 4 2
 DE8888
 DE8888.Superseded values are not recommended for survey control.
 DE8888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8888.See file dsdata.txt to determine how the superseded data were derived.
 DE8888
 DE8888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8320231486(NAD 83)
 DE8888_MARKER: I = METAL ROD
 DE8888_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8888_STAMPING: CHA-05A
 DE8888_MARK LOGO: ILDT  
 DE8888_PROJECTION: FLUSH
 DE8888_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8888+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8888_ROD/PIPE-DEPTH:  3.7 meters
 DE8888_SLEEVE-DEPTH  :  1.1 meters
 DE8888
 DE8888  HISTORY     - Date     Condition        Report By
 DE8888  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8888
 DE8888                          STATION DESCRIPTION
 DE8888
 DE8888'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8888'THE STATION IS LOCATED ABOUT 4.3 MI (7.05 KM ) NORTHWEST OF
 DE8888'SADORUS, ABOUT 7.1 MI ( 11.6 KM) NORTHEAST OF IVESDALE. TO
 DE8888'REACH FROM THE JUNCTION AT THE  INTERSTATE 57 (EXIT 229) AND ROUTE
 DE8888'18  ( 1000 N COUNTY ROAD) , GO  WEST ON  ROUTE 18 ( 1000 N COUNTY
 DE8888'ROAD) ABOUT 3.4 MI ( 5.6 KM ) TO CROSSROAD 500 E  COUNTY ROAD.   THE
 DE8888'STATION IS ON THE LEFT AT THE SOUTHWEST CORNER.  IT IS 42.3  FT
 DE8888'SOUTH OF THE CENTER OF THE ROUTE 18  ( 1000 N COUNTY ROAD ),  27.5  FT
 DE8888'WEST OF THE CENTER OF THE 500 E COUNTY ROAD,  4  FT SOUTHWEST OF
 DE8888'A CONCRETE RIGHT-OF-WAY MARKER, 9.5 FT SOUTHEAST OF A METAL CABLE
 DE8888'BOX.  NOTE-- ACCESS TO THE STATION POINT IS THROUGH A  6 - INCH
 DE8888'ACCESS
 DE8888'COVER.
 DE8888' 
 DE8888' 
 DE8888' 
 DE8888' 
 DE8888' 
 DE8888'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8980 ***********************************************************************
 DE8980  DESIGNATION -  CHA 05B
 DE8980  PID         -  DE8980
 DE8980  STATE/COUNTY-  IL/CHAMPAIGN
 DE8980  USGS QUAD   -  BONDVILLE (1975)
 DE8980
 DE8980                         *CURRENT SURVEY CONTROL
 DE8980  ___________________________________________________________________
 DE8980* NAD 83(1997)-  40 01 49.00227(N)    088 22 07.11223(W)     ADJUSTED  
 DE8980* NAVD 88     -       211.7    (meters)     695.     (feet)  GPS OBS   
 DE8980  ___________________________________________________________________
 DE8980  X           -     139,231.483 (meters)                     COMP
 DE8980  Y           -  -4,888,701.248 (meters)                     COMP
 DE8980  Z           -   4,080,676.020 (meters)                     COMP
 DE8980  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DE8980  ELLIP HEIGHT-         179.74  (meters)          (12/06/04) GPS OBS
 DE8980  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 DE8980
 DE8980  HORZ ORDER  -  FIRST
 DE8980  ELLP ORDER  -  FOURTH    CLASS I
 DE8980
 DE8980.The horizontal coordinates were established by GPS observations
 DE8980.and adjusted by the National Geodetic Survey in December 2002..
 DE8980
 DE8980.The orthometric height was determined by GPS observations and a
 DE8980.high-resolution geoid model.
 DE8980
 DE8980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8980
 DE8980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8980
 DE8980.The ellipsoidal height was determined by GPS observations
 DE8980.and is referenced to NAD 83.
 DE8980
 DE8980.The geoid height was determined by GEOID03.
 DE8980
 DE8980;                    North         East     Units Scale Factor Converg.
 DE8980;SPC IL E     -   373,362.787   296,986.240   MT  0.99997511   -0 01 21.8
 DE8980;SPC IL E     - 1,224,941.08    974,362.36   sFT  0.99997511   -0 01 21.8
 DE8980;UTM  16      - 4,432,015.019   383,222.781   MT  0.99976788   -0 52 49.4
 DE8980
 DE8980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8980!SPC IL E     -   0.99997180  x   0.99997511  =   0.99994691
 DE8980!UTM  16      -   0.99997180  x   0.99976788  =   0.99973969
 DE8980
 DE8980                          SUPERSEDED SURVEY CONTROL
 DE8980
 DE8980  ELLIP H (12/18/02)  179.72   (m)                       GP(       ) 4 2
 DE8980
 DE8980.Superseded values are not recommended for survey control.
 DE8980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8980.See file dsdata.txt to determine how the superseded data were derived.
 DE8980
 DE8980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8322332015(NAD 83)
 DE8980_MARKER: I = METAL ROD
 DE8980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8980_STAMPING: CHA-05B
 DE8980_MARK LOGO: ILDT  
 DE8980_PROJECTION: FLUSH
 DE8980_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8980+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8980_ROD/PIPE-DEPTH:  3.7 meters
 DE8980_SLEEVE-DEPTH  :  1.1 meters
 DE8980
 DE8980  HISTORY     - Date     Condition        Report By
 DE8980  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8980
 DE8980                          STATION DESCRIPTION
 DE8980
 DE8980'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8980'THE STATION IS LOCATED ABOUT 4.6 MI (7.5 KM ) NORTHWEST OF
 DE8980'SADORUS,  ABOUT 7.4 MI ( 12.1 KM) NORTHEAST OF IVESDALE. TO
 DE8980'REACH FROM THE JUNCTION AT THE  INTERSTATE 57 (EXIT 229) AND ROUTE
 DE8980'18  ( 1000 N COUNTY ROAD) , GO  WEST ON  ROUTE 18 ( 1000 N COUNTY
 DE8980'ROAD) ABOUT  3.4 MI ( 5.6 KM ) TO CROSSROAD 500 E  COUNTY ROAD. TURN
 DE8980'RIGHT,  GO NORTH ON 500 E COUNTY ROAD ABOUT 0.3 MI ( 0.5 KM), TO THE
 DE8980'STATION  ON THE RIGHT. IT IS 31.6  FT EAST  OF THE CENTER OF THE 500 E
 DE8980'COUNTY ROAD. 2.0  FT  WEST OF THE EDGE OF FIELD .  NOTE-- ACCESS TO
 DE8980'THE STATION POINT IS THROUGH A  6 - INCH   ACCESS COVER.
 DE8980' 
 DE8980' 
 DE8980' 
 DE8980' 
 DE8980' 
 DE8980'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8996 ***********************************************************************
 DE8996  DESIGNATION -  CHA 06A
 DE8996  PID         -  DE8996
 DE8996  STATE/COUNTY-  IL/CHAMPAIGN
 DE8996  USGS QUAD   -  FLATVILLE (1975)
 DE8996
 DE8996                         *CURRENT SURVEY CONTROL
 DE8996  ___________________________________________________________________
 DE8996* NAD 83(1997)-  40 13 29.28018(N)    088 02 52.54277(W)     ADJUSTED  
 DE8996* NAVD 88     -       206.6    (meters)     678.     (feet)  GPS OBS   
 DE8996  ___________________________________________________________________
 DE8996  X           -     166,119.384 (meters)                     COMP
 DE8996  Y           -  -4,873,928.447 (meters)                     COMP
 DE8996  Z           -   4,097,187.928 (meters)                     COMP
 DE8996  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DE8996  ELLIP HEIGHT-         174.34  (meters)          (12/06/04) GPS OBS
 DE8996  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DE8996
 DE8996  HORZ ORDER  -  FIRST
 DE8996  ELLP ORDER  -  FOURTH    CLASS I
 DE8996
 DE8996.The horizontal coordinates were established by GPS observations
 DE8996.and adjusted by the National Geodetic Survey in December 2002..
 DE8996
 DE8996.The orthometric height was determined by GPS observations and a
 DE8996.high-resolution geoid model.
 DE8996
 DE8996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8996
 DE8996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8996
 DE8996.The ellipsoidal height was determined by GPS observations
 DE8996.and is referenced to NAD 83.
 DE8996
 DE8996.The geoid height was determined by GEOID03.
 DE8996
 DE8996;                    North         East     Units Scale Factor Converg.
 DE8996;SPC IL E     -   394,999.836   324,291.116   MT  0.99998226   +0 11 03.5
 DE8996;SPC IL E     - 1,295,928.63  1,063,945.10   sFT  0.99998226   +0 11 03.5
 DE8996;UTM  16      - 4,453,234.879   410,842.320   MT  0.99969785   -0 40 36.4
 DE8996
 DE8996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8996!SPC IL E     -   0.99997265  x   0.99998226  =   0.99995491
 DE8996!UTM  16      -   0.99997265  x   0.99969785  =   0.99967051
 DE8996
 DE8996                          SUPERSEDED SURVEY CONTROL
 DE8996
 DE8996  ELLIP H (12/18/02)  174.33   (m)                       GP(       ) 4 2
 DE8996
 DE8996.Superseded values are not recommended for survey control.
 DE8996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8996.See file dsdata.txt to determine how the superseded data were derived.
 DE8996
 DE8996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1084253235(NAD 83)
 DE8996_MARKER: I = METAL ROD
 DE8996_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8996_STAMPING: CHA-06A
 DE8996_MARK LOGO: ILDT  
 DE8996_PROJECTION: FLUSH
 DE8996_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8996+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8996_ROD/PIPE-DEPTH:  3.7 meters
 DE8996_SLEEVE-DEPTH  :  1.1 meters
 DE8996
 DE8996  HISTORY     - Date     Condition        Report By
 DE8996  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8996
 DE8996                          STATION DESCRIPTION
 DE8996
 DE8996'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8996'THE STATION IS LOCATED ABOUT 7.7 MI (12.6 KM ) EAST OF THOMASBORO,
 DE8996'ABOUT 5.9 MI ( 9.6 KM ) SOUTH OF GIFFORD, ABOUT 5.1 MI (8.3 KM)
 DE8996'NORTHWEST OF ROYAL. TO  REACH FROM THE JUNCTION AT THE
 DE8996'INTERSTATE 74 (EXIT 192) AND ROUTE  12  ( 2200 E COUNTY ROAD) , GO
 DE8996'NORTH ON  ROUTE 12 (2200 E COUNTY  ROAD)  ABOUT  7.3 MI (11.9 KM ) TO
 DE8996'CROSS ROAD 2400 N (Y  INTERSECTION) .  THE STATION IS ON THE
 DE8996'SOUTHEAST SIDE AT THE Y  INTERSECTION.  IT IS  18.0   FT SOUTH  OF THE
 DE8996'CENTER OF THE 2400 N COUNTY ROAD,  39.0   FT  EAST  OF THE CENTER OF
 DE8996'THE ENTRANCE DRIVEWAY (STORAGE AREA NO BUILDING) ,  34.2  FT
 DE8996'NORTHWEST OF THE UTILITY POLE, 2.0 FT NORTH OF THE FIBERGLASS
 DE8996'WITNESS  POST. NOTE--ACCESS TO THE STATION POINT IS THROUGH A  6 -
 DE8996'INCH   ACCESS  COVER.
 DE8996' 
 DE8996' 
 DE8996' 
 DE8996' 
 DE8996' 
 DE8996'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8989 ***********************************************************************
 DE8989  DESIGNATION -  CHA 06B
 DE8989  PID         -  DE8989
 DE8989  STATE/COUNTY-  IL/CHAMPAIGN
 DE8989  USGS QUAD   -  FLATVILLE (1975)
 DE8989
 DE8989                         *CURRENT SURVEY CONTROL
 DE8989  ___________________________________________________________________
 DE8989* NAD 83(1997)-  40 13 29.31744(N)    088 02 31.04213(W)     ADJUSTED  
 DE8989* NAVD 88     -       206.7    (meters)     678.     (feet)  GPS OBS   
 DE8989  ___________________________________________________________________
 DE8989  X           -     166,627.409 (meters)                     COMP
 DE8989  Y           -  -4,873,910.447 (meters)                     COMP
 DE8989  Z           -   4,097,188.877 (meters)                     COMP
 DE8989  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DE8989  ELLIP HEIGHT-         174.45  (meters)          (12/06/04) GPS OBS
 DE8989  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DE8989
 DE8989  HORZ ORDER  -  FIRST
 DE8989  ELLP ORDER  -  FOURTH    CLASS I
 DE8989
 DE8989.The horizontal coordinates were established by GPS observations
 DE8989.and adjusted by the National Geodetic Survey in December 2002..
 DE8989
 DE8989.The orthometric height was determined by GPS observations and a
 DE8989.high-resolution geoid model.
 DE8989
 DE8989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8989
 DE8989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8989
 DE8989.The ellipsoidal height was determined by GPS observations
 DE8989.and is referenced to NAD 83.
 DE8989
 DE8989.The geoid height was determined by GEOID03.
 DE8989
 DE8989;                    North         East     Units Scale Factor Converg.
 DE8989;SPC IL E     -   395,002.637   324,799.430   MT  0.99998257   +0 11 17.4
 DE8989;SPC IL E     - 1,295,937.82  1,065,612.80   sFT  0.99998257   +0 11 17.4
 DE8989;UTM  16      - 4,453,230.042   411,350.474   MT  0.99969674   -0 40 22.5
 DE8989
 DE8989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8989!SPC IL E     -   0.99997263  x   0.99998257  =   0.99995520
 DE8989!UTM  16      -   0.99997263  x   0.99969674  =   0.99966938
 DE8989
 DE8989                          SUPERSEDED SURVEY CONTROL
 DE8989
 DE8989  ELLIP H (12/18/02)  174.45   (m)                       GP(       ) 4 2
 DE8989
 DE8989.Superseded values are not recommended for survey control.
 DE8989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8989.See file dsdata.txt to determine how the superseded data were derived.
 DE8989
 DE8989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1135053230(NAD 83)
 DE8989_MARKER: I = METAL ROD
 DE8989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8989_STAMPING: CHA-06B
 DE8989_MARK LOGO: ILDT  
 DE8989_PROJECTION: FLUSH
 DE8989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8989+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8989_ROD/PIPE-DEPTH:  3.7 meters
 DE8989_SLEEVE-DEPTH  :  1.1 meters
 DE8989
 DE8989  HISTORY     - Date     Condition        Report By
 DE8989  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8989
 DE8989                          STATION DESCRIPTION
 DE8989
 DE8989'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8989'THE STATION IS LOCATED ABOUT 8.1 MI (13.2 KM ) EAST OF THOMASBORO,
 DE8989'ABOUT 5.8 MI (9.5 KM) SOUTH OF GIFFORD, ABOUT 4.7 MI (7.7 KM)
 DE8989'NORTHWEST OF ROYAL. TO  REACH FROM THE JUNCTION AT THE
 DE8989'INTERSTATE 74 (EXIT 192) AND ROUTE 12  (2200 E COUNTY ROAD), GO
 DE8989'NORTH ON  ROUTE 12 (2200 E COUNTY  ROAD)  ABOUT  7.3 MI (11.9 KM) TO
 DE8989'CROSSROAD 2400 N (Y  INTERSECTION), TURN RIGHT ON 2400 N COUNTY
 DE8989'ROAD, GO EAST ABOUT 0.3 MI ( 0.5 KM ), TO THE STATION ON THE RIGHT.
 DE8989'IT
 DE8989'IS  20.0   FT SOUTH  OF THE CENTER OF THE 2400 N  COUNTY ROAD,  5.0
 DE8989'FT
 DE8989'NORTH  OF THE EDGE  OF FIELD, 2.0 FT NORTH OF THE FIBERGLASS WITNESS
 DE8989' POST.  NOTE-- ACCESS TO THE STATION POINT IS THROUGH A  6 - INCH
 DE8989'ACCESS
 DE8989'COVER.
 DE8989' 
 DE8989' 
 DE8989' 
 DE8989' 
 DE8989' 
 DE8989' 
 DE8989'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8997 ***********************************************************************
 DE8997  DESIGNATION -  CHA 07A
 DE8997  PID         -  DE8997
 DE8997  STATE/COUNTY-  IL/CHAMPAIGN
 DE8997  USGS QUAD   -  GIFFORD (1984)
 DE8997
 DE8997                         *CURRENT SURVEY CONTROL
 DE8997  ___________________________________________________________________
 DE8997* NAD 83(1997)-  40 18 45.33161(N)    088 02 39.71458(W)     ADJUSTED  
 DE8997* NAVD 88     -       236.5    (meters)     776.     (feet)  GPS OBS   
 DE8997  ___________________________________________________________________
 DE8997  X           -     166,208.250 (meters)                     COMP
 DE8997  Y           -  -4,867,643.287 (meters)                     COMP
 DE8997  Z           -   4,104,645.732 (meters)                     COMP
 DE8997  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DE8997  ELLIP HEIGHT-         204.25  (meters)          (12/06/04) GPS OBS
 DE8997  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DE8997
 DE8997  HORZ ORDER  -  FIRST
 DE8997  ELLP ORDER  -  FOURTH    CLASS I
 DE8997
 DE8997.The horizontal coordinates were established by GPS observations
 DE8997.and adjusted by the National Geodetic Survey in December 2002..
 DE8997
 DE8997.The orthometric height was determined by GPS observations and a
 DE8997.high-resolution geoid model.
 DE8997
 DE8997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8997
 DE8997.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8997
 DE8997.The ellipsoidal height was determined by GPS observations
 DE8997.and is referenced to NAD 83.
 DE8997
 DE8997.The geoid height was determined by GEOID03.
 DE8997
 DE8997;                    North         East     Units Scale Factor Converg.
 DE8997;SPC IL E     -   404,749.008   324,562.621   MT  0.99998242   +0 11 13.0
 DE8997;SPC IL E     - 1,327,914.04  1,064,835.87   sFT  0.99998242   +0 11 13.0
 DE8997;UTM  16      - 4,462,976.087   411,260.322   MT  0.99969693   -0 40 32.5
 DE8997
 DE8997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8997!SPC IL E     -   0.99996796  x   0.99998242  =   0.99995038
 DE8997!UTM  16      -   0.99996796  x   0.99969693  =   0.99966490
 DE8997
 DE8997                          SUPERSEDED SURVEY CONTROL
 DE8997
 DE8997  ELLIP H (12/18/02)  204.24   (m)                       GP(       ) 4 2
 DE8997
 DE8997.Superseded values are not recommended for survey control.
 DE8997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8997.See file dsdata.txt to determine how the superseded data were derived.
 DE8997
 DE8997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1126062976(NAD 83)
 DE8997_MARKER: I = METAL ROD
 DE8997_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8997_STAMPING: CHA-07A
 DE8997_MARK LOGO: ILDT  
 DE8997_PROJECTION: FLUSH
 DE8997_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8997+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8997_ROD/PIPE-DEPTH:  3.7 meters
 DE8997_SLEEVE-DEPTH  :  1.1 meters
 DE8997
 DE8997  HISTORY     - Date     Condition        Report By
 DE8997  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8997
 DE8997                          STATION DESCRIPTION
 DE8997
 DE8997'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8997'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM ) WEST OF GIFFORD. TO
 DE8997'REACH FROM THE JUNCTION AT THE U.S. ROUTE 136  ( 3000 N COUNTY ROAD)
 DE8997' AND  ROUTE 32 ( 2300  E COUNTY ROAD) GO WEST ON U.S. ROUTE 136  (
 DE8997'3000
 DE8997'N COUNTY ROAD ) , ABOUT 1.0 MI ( 1.6 KM)  TO THE CROSSROAD 2200 E
 DE8997'COUNTY ROAD,  CONTINUE WEST ON U.S. ROUTE 136 ( 3000 N COUNTY ROAD
 DE8997')  ABOUT  0.2 MI ( 0.3 KM), THE STATION IS ON THE LEFT, IN  THE
 DE8997'SOUTHEAST
 DE8997'CORNER  AT THE DRIVEWAY.   IT IS  39.3   FT SOUTH  OF THE CENTER OF
 DE8997'THE U.S. ROUTE 136 ( 3000 N COUNTY ROAD ,  22.0   FT  EAST  OF THE
 DE8997'CENTER OF DRIVEWAY, 2.0 FT NORTH OF THE FIBERGLASS WITNESS  POST.
 DE8997'NOTE-- ACCESS TO THE STATION POINT IS THROUGH A  6 - INCH   ACCESS
 DE8997'COVER.
 DE8997' 
 DE8997' 
 DE8997' 
 DE8997' 
 DE8997' 
 DE8997' 
 DE8997' 
 DE8997'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9002 ***********************************************************************
 DE9002  DESIGNATION -  CHA 07B
 DE9002  PID         -  DE9002
 DE9002  STATE/COUNTY-  IL/CHAMPAIGN
 DE9002  USGS QUAD   -  GIFFORD (1984)
 DE9002
 DE9002                         *CURRENT SURVEY CONTROL
 DE9002  ___________________________________________________________________
 DE9002* NAD 83(1997)-  40 18 45.13014(N)    088 03 00.80429(W)     ADJUSTED  
 DE9002* NAVD 88     -       226.9    (meters)     744.     (feet)  GPS OBS   
 DE9002  ___________________________________________________________________
 DE9002  X           -     165,710.440 (meters)                     COMP
 DE9002  Y           -  -4,867,656.942 (meters)                     COMP
 DE9002  Z           -   4,104,634.769 (meters)                     COMP
 DE9002  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DE9002  ELLIP HEIGHT-         194.63  (meters)          (12/06/04) GPS OBS
 DE9002  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DE9002
 DE9002  HORZ ORDER  -  FIRST
 DE9002  ELLP ORDER  -  FOURTH    CLASS I
 DE9002
 DE9002.The horizontal coordinates were established by GPS observations
 DE9002.and adjusted by the National Geodetic Survey in December 2002..
 DE9002
 DE9002.The orthometric height was determined by GPS observations and a
 DE9002.high-resolution geoid model.
 DE9002
 DE9002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9002
 DE9002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9002
 DE9002.The ellipsoidal height was determined by GPS observations
 DE9002.and is referenced to NAD 83.
 DE9002
 DE9002.The geoid height was determined by GEOID03.
 DE9002
 DE9002;                    North         East     Units Scale Factor Converg.
 DE9002;SPC IL E     -   404,741.185   324,064.682   MT  0.99998213   +0 10 59.4
 DE9002;SPC IL E     - 1,327,888.37  1,063,202.21   sFT  0.99998213   +0 10 59.4
 DE9002;UTM  16      - 4,462,975.762   410,762.464   MT  0.99969803   -0 40 46.2
 DE9002
 DE9002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9002!SPC IL E     -   0.99996947  x   0.99998213  =   0.99995160
 DE9002!UTM  16      -   0.99996947  x   0.99969803  =   0.99966751
 DE9002
 DE9002                          SUPERSEDED SURVEY CONTROL
 DE9002
 DE9002  ELLIP H (12/18/02)  194.63   (m)                       GP(       ) 4 2
 DE9002
 DE9002.Superseded values are not recommended for survey control.
 DE9002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9002.See file dsdata.txt to determine how the superseded data were derived.
 DE9002
 DE9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1076262976(NAD 83)
 DE9002_MARKER: I = METAL ROD
 DE9002_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9002_STAMPING: CHA-07B
 DE9002_MARK LOGO: ILDT  
 DE9002_PROJECTION: FLUSH
 DE9002_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9002+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9002_ROD/PIPE-DEPTH:  3.7 meters
 DE9002_SLEEVE-DEPTH  :  1.1 meters
 DE9002
 DE9002  HISTORY     - Date     Condition        Report By
 DE9002  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9002
 DE9002                          STATION DESCRIPTION
 DE9002
 DE9002'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9002'THE STATION IS LOCATED ABOUT 1.9 MI ( 3.1 KM ) WEST OF GIFFORD. TO
 DE9002'REACH FROM THE JUNCTION AT THE U.S. ROUTE 136  ( 3000 N COUNTY ROAD)
 DE9002' AND  ROUTE 32 ( 2300  E COUNTY ROAD) GO WEST ON U.S. ROUTE 136  (
 DE9002'3000
 DE9002'N COUNTY ROAD ), ABOUT 1.0 MI (1.6 KM)  TO THE CROSSROAD 2200 E
 DE9002'COUNTY  ROAD,  CONTINUE WEST ON U.S. ROUTE 136 ( 3000 N COUNTY ROAD
 DE9002')  ABOUT  0.5 MI ( 0.8 KM), THE STATION IS ON THE LEFT.   IT IS  49.0
 DE9002'FT
 DE9002'SOUTH  OF THE CENTER OF THE U.S. ROUTE 136 ( 3000 N COUNTY ROAD,
 DE9002'16.0   FT  NORTH  OF THE EDGE OF FIELD, 2.0 FT NORTH OF THE FIBERGLASS
 DE9002'WITNESS  POST. NOTE-- ACCESS TO THE STATION  POINT IS THROUGH  A  6 -
 DE9002'INCH   ACCESS  COVER.
 DE9002' 
 DE9002' 
 DE9002' 
 DE9002'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9001 ***********************************************************************
 DE9001  DESIGNATION -  CHA 08A
 DE9001  PID         -  DE9001
 DE9001  STATE/COUNTY-  IL/CHAMPAIGN
 DE9001  USGS QUAD   -  RANTOUL (1984)
 DE9001
 DE9001                         *CURRENT SURVEY CONTROL
 DE9001  ___________________________________________________________________
 DE9001* NAD 83(1997)-  40 19 36.19343(N)    088 09 24.55663(W)     ADJUSTED  
 DE9001* NAVD 88     -       225.0    (meters)     738.     (feet)  GPS OBS   
 DE9001  ___________________________________________________________________
 DE9001  X           -     156,621.134 (meters)                     COMP
 DE9001  Y           -  -4,866,936.736 (meters)                     COMP
 DE9001  Z           -   4,105,834.446 (meters)                     COMP
 DE9001  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 DE9001  ELLIP HEIGHT-         192.72  (meters)          (12/06/04) GPS OBS
 DE9001  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DE9001
 DE9001  HORZ ORDER  -  FIRST
 DE9001  ELLP ORDER  -  FOURTH    CLASS I
 DE9001
 DE9001.The horizontal coordinates were established by GPS observations
 DE9001.and adjusted by the National Geodetic Survey in December 2002..
 DE9001
 DE9001.The orthometric height was determined by GPS observations and a
 DE9001.high-resolution geoid model.
 DE9001
 DE9001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9001
 DE9001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9001
 DE9001.The ellipsoidal height was determined by GPS observations
 DE9001.and is referenced to NAD 83.
 DE9001
 DE9001.The geoid height was determined by GEOID03.
 DE9001
 DE9001;                    North         East     Units Scale Factor Converg.
 DE9001;SPC IL E     -   406,292.665   315,000.590   MT  0.99997777   +0 06 51.2
 DE9001;SPC IL E     - 1,332,978.52  1,033,464.44   sFT  0.99997777   +0 06 51.2
 DE9001;UTM  16      - 4,464,663.094   401,725.215   MT  0.99971888   -0 44 55.3
 DE9001
 DE9001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9001!SPC IL E     -   0.99996977  x   0.99997777  =   0.99994754
 DE9001!UTM  16      -   0.99996977  x   0.99971888  =   0.99968866
 DE9001
 DE9001                          SUPERSEDED SURVEY CONTROL
 DE9001
 DE9001  ELLIP H (12/18/02)  192.71   (m)                       GP(       ) 4 2
 DE9001
 DE9001.Superseded values are not recommended for survey control.
 DE9001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9001.See file dsdata.txt to determine how the superseded data were derived.
 DE9001
 DE9001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0172564663(NAD 83)
 DE9001_MARKER: I = METAL ROD
 DE9001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9001_STAMPING: CHA-08A
 DE9001_MARK LOGO: ILDT  
 DE9001_PROJECTION: FLUSH
 DE9001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9001+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9001_ROD/PIPE-DEPTH:  3.7 meters
 DE9001_SLEEVE-DEPTH  :  1.1 meters
 DE9001
 DE9001  HISTORY     - Date     Condition        Report By
 DE9001  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9001
 DE9001                          STATION DESCRIPTION
 DE9001
 DE9001'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9001'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH  OF RANTOUL . TO
 DE9001'REACH FROM THE JUNCTION AT THE INTERSTATE 57 (EXIT 250) AND U.S.
 DE9001'ROUTE 136  (3000 N COUNTY ROAD),  GO EAST  ABOUT 0.2 MI (0.3 KM)  ON
 DE9001'U.S. ROUTE 136  (3000 N COUNTY ROAD) ,TO THE CROSSROAD 1500 E
 DE9001'COUNTY ROAD, GO NORTH  ON 1500 E COUNTY ROAD ABOUT 1.0 MI ( 1.6 KM )
 DE9001'TO THE  CROSSROAD 3100 N COUNTY ROAD, TURN RIGHT ON 3100 N
 DE9001'COUNTY ROAD  AND GO EAST ABOUT 0.9 MI ( 1.4 KM ).  THE STATION IS ON
 DE9001'THE LEFT.  IT IS  22.5   FT NORTH  OF THE CENTER OF  THE 3100 N COUNTY
 DE9001'ROAD,  51.0 FT WEST OF THE UTILITY POLE, 2.0 FT SOUTH OF THE
 DE9001'FIBERGLASS WITNESS POST.  NOTE-- ACCESS TO THE STATION POINT IS
 DE9001'THROUGH  A  6 - INCH  ACCESS  COVER.
 DE9001' 
 DE9001' 
 DE9001' 
 DE9001'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9004 ***********************************************************************
 DE9004  DESIGNATION -  CHA 08B
 DE9004  PID         -  DE9004
 DE9004  STATE/COUNTY-  IL/CHAMPAIGN
 DE9004  USGS QUAD   -  RANTOUL (1984)
 DE9004
 DE9004                         *CURRENT SURVEY CONTROL
 DE9004  ___________________________________________________________________
 DE9004* NAD 83(1997)-  40 19 36.09279(N)    088 09 45.70133(W)     ADJUSTED  
 DE9004* NAVD 88     -       224.0    (meters)     735.     (feet)  GPS OBS   
 DE9004  ___________________________________________________________________
 DE9004  X           -     156,122.254 (meters)                     COMP
 DE9004  Y           -  -4,866,954.057 (meters)                     COMP
 DE9004  Z           -   4,105,831.471 (meters)                     COMP
 DE9004  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DE9004  ELLIP HEIGHT-         191.78  (meters)          (12/06/04) GPS OBS
 DE9004  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 DE9004
 DE9004  HORZ ORDER  -  FIRST
 DE9004  ELLP ORDER  -  FOURTH    CLASS I
 DE9004
 DE9004.The horizontal coordinates were established by GPS observations
 DE9004.and adjusted by the National Geodetic Survey in December 2002..
 DE9004
 DE9004.The orthometric height was determined by GPS observations and a
 DE9004.high-resolution geoid model.
 DE9004
 DE9004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9004
 DE9004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9004
 DE9004.The ellipsoidal height was determined by GPS observations
 DE9004.and is referenced to NAD 83.
 DE9004
 DE9004.The geoid height was determined by GEOID03.
 DE9004
 DE9004;                    North         East     Units Scale Factor Converg.
 DE9004;SPC IL E     -   406,288.582   314,501.443   MT  0.99997759   +0 06 37.5
 DE9004;SPC IL E     - 1,332,965.12  1,031,826.82   sFT  0.99997759   +0 06 37.5
 DE9004;UTM  16      - 4,464,666.528   401,226.193   MT  0.99972010   -0 45 09.0
 DE9004
 DE9004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9004!SPC IL E     -   0.99996992  x   0.99997759  =   0.99994751
 DE9004!UTM  16      -   0.99996992  x   0.99972010  =   0.99969002
 DE9004
 DE9004                          SUPERSEDED SURVEY CONTROL
 DE9004
 DE9004  ELLIP H (12/18/02)  191.78   (m)                       GP(       ) 4 2
 DE9004
 DE9004.Superseded values are not recommended for survey control.
 DE9004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9004.See file dsdata.txt to determine how the superseded data were derived.
 DE9004
 DE9004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0122664667(NAD 83)
 DE9004_MARKER: I = METAL ROD
 DE9004_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9004_STAMPING: CHA-08B
 DE9004_MARK LOGO: ILDT  
 DE9004_PROJECTION: FLUSH
 DE9004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9004+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9004_ROD/PIPE-DEPTH:  3.7 meters
 DE9004_SLEEVE-DEPTH  :  1.1 meters
 DE9004
 DE9004  HISTORY     - Date     Condition        Report By
 DE9004  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9004
 DE9004                          STATION DESCRIPTION
 DE9004
 DE9004'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9004'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM ) NORTH  OF RANTOUL . TO
 DE9004'REACH FROM THE JUNCTION AT THE INTERSTATE 57 ( EXIT 250 ) AND U.S.
 DE9004'ROUTE 136  ( 3000 N COUNTY ROAD),  GO EAST ABOUT 0.2 MI ( 0.3 KM )  ON
 DE9004'U.S. ROUTE 136  ( 3000 N COUNTY ROAD ) ,TO THE CROSSROAD 1500 E
 DE9004'COUNTY ROAD, GO NORTH ON 1500 E COUNTY ROAD ABOUT 1.0 MI ( 1.6 KM )
 DE9004'TO THE  CROSSROAD 3100 N COUNTY ROAD, TURN RIGHT ON 3100 N
 DE9004'COUNTY ROAD  AND GO EAST ABOUT 0.6 MI ( 1.0 KM ).  THE STATION IS ON
 DE9004'THE LEFT.    IT IS  23   FT NORTH  OF THE CENTER OF  THE 3100 N COUNTY
 DE9004'ROAD,  2.5 FT SOUTH OF THE EDGE OF FIELD, 2.0 FT SOUTH OF THE
 DE9004'FIBERGLASS WITNESS  POST .  NOTE-- ACCESS TO THE  STATION POINT IS
 DE9004'THROUGH  A  6 - INCH   ACCESS  COVER.
 DE9004' 
 DE9004' 
 DE9004'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9005 ***********************************************************************
 DE9005  DESIGNATION -  CHA 09A
 DE9005  PID         -  DE9005
 DE9005  STATE/COUNTY-  IL/CHAMPAIGN
 DE9005  USGS QUAD   -  FISHER (1983)
 DE9005
 DE9005                         *CURRENT SURVEY CONTROL
 DE9005  ___________________________________________________________________
 DE9005* NAD 83(1997)-  40 18 40.88214(N)    088 16 50.23590(W)     ADJUSTED  
 DE9005* NAVD 88     -       220.7    (meters)     724.     (feet)  GPS OBS   
 DE9005  ___________________________________________________________________
 DE9005  X           -     146,137.746 (meters)                     COMP
 DE9005  Y           -  -4,868,364.054 (meters)                     COMP
 DE9005  Z           -   4,104,530.932 (meters)                     COMP
 DE9005  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DE9005  ELLIP HEIGHT-         188.57  (meters)          (12/06/04) GPS OBS
 DE9005  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DE9005
 DE9005  HORZ ORDER  -  FIRST
 DE9005  ELLP ORDER  -  FOURTH    CLASS I
 DE9005
 DE9005.The horizontal coordinates were established by GPS observations
 DE9005.and adjusted by the National Geodetic Survey in December 2002..
 DE9005
 DE9005.The orthometric height was determined by GPS observations and a
 DE9005.high-resolution geoid model.
 DE9005
 DE9005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9005
 DE9005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9005
 DE9005.The ellipsoidal height was determined by GPS observations
 DE9005.and is referenced to NAD 83.
 DE9005
 DE9005.The geoid height was determined by GEOID03.
 DE9005
 DE9005;                    North         East     Units Scale Factor Converg.
 DE9005;SPC IL E     -   404,573.030   304,480.679   MT  0.99997525   +0 02 02.8
 DE9005;SPC IL E     - 1,327,336.68    998,950.36   sFT  0.99997525   +0 02 02.8
 DE9005;UTM  16      - 4,463,102.444   391,183.178   MT  0.99974576   -0 49 42.8
 DE9005
 DE9005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9005!SPC IL E     -   0.99997042  x   0.99997525  =   0.99994567
 DE9005!UTM  16      -   0.99997042  x   0.99974576  =   0.99971619
 DE9005
 DE9005                          SUPERSEDED SURVEY CONTROL
 DE9005
 DE9005  ELLIP H (12/18/02)  188.57   (m)                       GP(       ) 4 2
 DE9005
 DE9005.Superseded values are not recommended for survey control.
 DE9005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9005.See file dsdata.txt to determine how the superseded data were derived.
 DE9005
 DE9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9118363102(NAD 83)
 DE9005_MARKER: I = METAL ROD
 DE9005_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9005_STAMPING: CHA-09A
 DE9005_MARK LOGO: ILDT  
 DE9005_PROJECTION: FLUSH
 DE9005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9005+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9005_ROD/PIPE-DEPTH:  3.7 meters
 DE9005_SLEEVE-DEPTH  :  1.1 meters
 DE9005
 DE9005  HISTORY     - Date     Condition        Report By
 DE9005  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9005
 DE9005                          STATION DESCRIPTION
 DE9005
 DE9005'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9005'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM ) SOUTH  OF DEWEY. TO
 DE9005'REACH FROM THE JUNCTION AT THE  U.S. ROUTE 136  (3000 N COUNTY
 DE9005'ROAD), AND STATE ROAD 47 (400 E COUNTY ROAD), GO EAST ON U.S. ROUTE
 DE9005'136  (3000 N COUNTY ROAD)  ABOUT 5.5 MI (9.0 KM) TO THE CROSSROAD
 DE9005'ROUTE 23 ( 950 E COUNTY ROAD ), AND THE STATION ON THE LEFT,  ON THE
 DE9005'NORTHWEST CORNER AT THE CROSSROAD.    IT IS  37.0  FT NORTH  OF THE
 DE9005'CENTER OF  THE U.S. ROUTE 136 (3000 N COUNTY ROAD), 73.0  FT WEST OF
 DE9005'THE ROUTE 23 (950 E COUNTY ROAD), 38.5 FT NORTHEAST  OF THE SIGN
 DE9005'POLE  136, 2.0 FT SOUTH OF THE FIBERGLASS WITNESS  POST .  NOTE--
 DE9005'ACCESS TO THE STATION  POINT IS THROUGH  A  6 - INCH   ACCESS  COVER.
 DE9005' 
 DE9005' 
 DE9005' 
 DE9005' 
 DE9005' 
 DE9005' 
 DE9005'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8999 ***********************************************************************
 DE8999  DESIGNATION -  CHA 09B
 DE8999  PID         -  DE8999
 DE8999  STATE/COUNTY-  IL/CHAMPAIGN
 DE8999  USGS QUAD   -  FISHER (1983)
 DE8999
 DE8999                         *CURRENT SURVEY CONTROL
 DE8999  ___________________________________________________________________
 DE8999* NAD 83(1997)-  40 18 40.72307(N)    088 17 11.62428(W)     ADJUSTED  
 DE8999* NAVD 88     -       222.2    (meters)     729.     (feet)  GPS OBS   
 DE8999  ___________________________________________________________________
 DE8999  X           -     145,633.055 (meters)                     COMP
 DE8999  Y           -  -4,868,383.498 (meters)                     COMP
 DE8999  Z           -   4,104,528.161 (meters)                     COMP
 DE8999  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DE8999  ELLIP HEIGHT-         190.07  (meters)          (12/06/04) GPS OBS
 DE8999  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DE8999
 DE8999  HORZ ORDER  -  FIRST
 DE8999  ELLP ORDER  -  FOURTH    CLASS I
 DE8999
 DE8999.The horizontal coordinates were established by GPS observations
 DE8999.and adjusted by the National Geodetic Survey in December 2002..
 DE8999
 DE8999.The orthometric height was determined by GPS observations and a
 DE8999.high-resolution geoid model.
 DE8999
 DE8999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8999
 DE8999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8999
 DE8999.The ellipsoidal height was determined by GPS observations
 DE8999.and is referenced to NAD 83.
 DE8999
 DE8999.The geoid height was determined by GEOID03.
 DE8999
 DE8999;                    North         East     Units Scale Factor Converg.
 DE8999;SPC IL E     -   404,567.840   303,975.663   MT  0.99997519   +0 01 48.9
 DE8999;SPC IL E     - 1,327,319.66    997,293.49   sFT  0.99997519   +0 01 48.9
 DE8999;UTM  16      - 4,463,104.858   390,678.257   MT  0.99974712   -0 49 56.7
 DE8999
 DE8999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8999!SPC IL E     -   0.99997018  x   0.99997519  =   0.99994537
 DE8999!UTM  16      -   0.99997018  x   0.99974712  =   0.99971731
 DE8999
 DE8999                          SUPERSEDED SURVEY CONTROL
 DE8999
 DE8999  ELLIP H (12/18/02)  190.07   (m)                       GP(       ) 4 2
 DE8999
 DE8999.Superseded values are not recommended for survey control.
 DE8999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8999.See file dsdata.txt to determine how the superseded data were derived.
 DE8999
 DE8999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9067863105(NAD 83)
 DE8999_MARKER: I = METAL ROD
 DE8999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8999_STAMPING: CHA-09B
 DE8999_MARK LOGO: ILDT  
 DE8999_PROJECTION: FLUSH
 DE8999_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8999+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8999_ROD/PIPE-DEPTH:  3.7 meters
 DE8999_SLEEVE-DEPTH  :  1.1 meters
 DE8999
 DE8999  HISTORY     - Date     Condition        Report By
 DE8999  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8999
 DE8999                          STATION DESCRIPTION
 DE8999
 DE8999'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8999'THE STATION IS LOCATED ABOUT 0.6 MI (0.9 KM) SOUTH  OF DEWEY. TO
 DE8999'REACH FROM THE JUNCTION AT THE  U.S. ROUTE 136  (3000 N COUNTY
 DE8999'ROAD), AND STATE ROAD 47 (400 E COUNTY ROAD) ,  GO EAST ON U.S.
 DE8999'ROUTE 136  (3000 N COUNTY ROAD)  ABOUT 5.0 MI (8.2  KM)  TO THE
 DE8999'CROSSROAD 900 E COUNTY ROAD, CONTINUE EAST ON U.S. ROUTE 136
 DE8999'ABOUT 0.2 MI (0.3 KM) , THE STATION IS ON THE LEFT.   IT IS 32.0 FT
 DE8999'NORTH
 DE8999' OF THE CENTERLINE  OF U.S. ROUTE 136 (3000 N COUNTY ROAD), 4.0  FT
 DE8999'SOUTH OF THE EDGE OF FIELD, 2.0 FT SOUTH OF THE FIBERGLASS WITNESS
 DE8999'POST.  NOTE-- ACCESS TO THE STATION POINT IS THROUGH  A  6 - INCH
 DE8999'ACCESS  COVER.
 DE8999' 
 DE8999' 
 DE8999' 
 DE8999' 
 DE8999' 
 DE8999'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8998 ***********************************************************************
 DE8998  DESIGNATION -  CHA 10A
 DE8998  PID         -  DE8998
 DE8998  STATE/COUNTY-  IL/CHAMPAIGN
 DE8998  USGS QUAD   -  FOOSLAND (1984)
 DE8998
 DE8998                         *CURRENT SURVEY CONTROL
 DE8998  ___________________________________________________________________
 DE8998* NAD 83(1997)-  40 18 38.30157(N)    088 23 05.51408(W)     ADJUSTED  
 DE8998* NAVD 88     -       223.9    (meters)     735.     (feet)  GPS OBS   
 DE8998  ___________________________________________________________________
 DE8998  X           -     137,281.528 (meters)                     COMP
 DE8998  Y           -  -4,868,675.816 (meters)                     COMP
 DE8998  Z           -   4,104,472.324 (meters)                     COMP
 DE8998  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 DE8998  ELLIP HEIGHT-         191.80  (meters)          (12/06/04) GPS OBS
 DE8998  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE8998
 DE8998  HORZ ORDER  -  FIRST
 DE8998  ELLP ORDER  -  FOURTH    CLASS I
 DE8998
 DE8998.The horizontal coordinates were established by GPS observations
 DE8998.and adjusted by the National Geodetic Survey in December 2002..
 DE8998
 DE8998.The orthometric height was determined by GPS observations and a
 DE8998.high-resolution geoid model.
 DE8998
 DE8998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8998
 DE8998.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8998
 DE8998.The ellipsoidal height was determined by GPS observations
 DE8998.and is referenced to NAD 83.
 DE8998
 DE8998.The geoid height was determined by GEOID03.
 DE8998
 DE8998;                    North         East     Units Scale Factor Converg.
 DE8998;SPC IL E     -   404,493.376   295,619.625   MT  0.99997524   -0 02 00.0
 DE8998;SPC IL E     - 1,327,075.35    969,878.72   sFT  0.99997524   -0 02 00.0
 DE8998;UTM  16      - 4,463,156.199   382,323.853   MT  0.99977046   -0 53 45.7
 DE8998
 DE8998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8998!SPC IL E     -   0.99996991  x   0.99997524  =   0.99994515
 DE8998!UTM  16      -   0.99996991  x   0.99977046  =   0.99974038
 DE8998
 DE8998                          SUPERSEDED SURVEY CONTROL
 DE8998
 DE8998  ELLIP H (12/18/02)  191.81   (m)                       GP(       ) 4 2
 DE8998
 DE8998.Superseded values are not recommended for survey control.
 DE8998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8998.See file dsdata.txt to determine how the superseded data were derived.
 DE8998
 DE8998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8232463156(NAD 83)
 DE8998_MARKER: I = METAL ROD
 DE8998_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8998_STAMPING: CHA-10A
 DE8998_MARK LOGO: ILDT  
 DE8998_PROJECTION: FLUSH
 DE8998_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8998+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8998_ROD/PIPE-DEPTH:  3.7 meters
 DE8998_SLEEVE-DEPTH  :  1.1 meters
 DE8998
 DE8998  HISTORY     - Date     Condition        Report By
 DE8998  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8998
 DE8998                          STATION DESCRIPTION
 DE8998
 DE8998'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8998'THE STATION IS LOCATED ABOUT 2.0 MI ( 3.2 KM ) WEST  OF FISHER. TO
 DE8998'REACH FROM THE JUNCTION AT THE  U.S. ROUTE 136  ( 3000 N COUNTY
 DE8998'ROAD), AND 600 E COUNTY ROAD AT FISHER,  GO WEST  ON U.S. ROUTE 136
 DE8998'ABOUT 2.0 MI (3.2 KM ) TO THE JUNCTION  STATE ROAD 47 ( 400 E COUNTY
 DE8998'ROAD ) ,   AND THE STATION IS ON THE LEFT,  ON THE SOUTHWEST CORNER
 DE8998'AT THE INTERSECTION NEAR THE MAYLOR CEMETERY.   IT IS  44.0   FT
 DE8998'SOUTH  OF THE EDGE OF THE U.S. ROUTE 136 (3000 N COUNTY ROAD),  42.5
 DE8998'FT WEST OF THE EDGE OF THE STATE ROAD 47, 2.0 FT EAST OF THE
 DE8998'FIBERGLASS WITNESS  POST  .  NOTE--  ACCESS TO THE STATION POINT IS
 DE8998'THROUGH  A  6 - INCH   ACCESS  COVER.
 DE8998' 
 DE8998' 
 DE8998' 
 DE8998' 
 DE8998'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9000 ***********************************************************************
 DE9000  DESIGNATION -  CHA 10B
 DE9000  PID         -  DE9000
 DE9000  STATE/COUNTY-  IL/CHAMPAIGN
 DE9000  USGS QUAD   -  FOOSLAND (1984)
 DE9000
 DE9000                         *CURRENT SURVEY CONTROL
 DE9000  ___________________________________________________________________
 DE9000* NAD 83(1997)-  40 18 56.04448(N)    088 23 05.03278(W)     ADJUSTED  
 DE9000* NAVD 88     -       222.4    (meters)     730.     (feet)  GPS OBS   
 DE9000  ___________________________________________________________________
 DE9000  X           -     137,282.877 (meters)                     COMP
 DE9000  Y           -  -4,868,320.439 (meters)                     COMP
 DE9000  Z           -   4,104,888.693 (meters)                     COMP
 DE9000  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DE9000  ELLIP HEIGHT-         190.33  (meters)          (12/06/04) GPS OBS
 DE9000  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE9000
 DE9000  HORZ ORDER  -  FIRST
 DE9000  ELLP ORDER  -  FOURTH    CLASS I
 DE9000
 DE9000.The horizontal coordinates were established by GPS observations
 DE9000.and adjusted by the National Geodetic Survey in December 2002..
 DE9000
 DE9000.The orthometric height was determined by GPS observations and a
 DE9000.high-resolution geoid model.
 DE9000
 DE9000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9000
 DE9000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9000
 DE9000.The ellipsoidal height was determined by GPS observations
 DE9000.and is referenced to NAD 83.
 DE9000
 DE9000.The geoid height was determined by GEOID03.
 DE9000
 DE9000;                    North         East     Units Scale Factor Converg.
 DE9000;SPC IL E     -   405,040.629   295,631.307   MT  0.99997523   -0 01 59.7
 DE9000;SPC IL E     - 1,328,870.80    969,917.05   sFT  0.99997523   -0 01 59.7
 DE9000;UTM  16      - 4,463,703.102   382,343.770   MT  0.99977040   -0 53 45.7
 DE9000
 DE9000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9000!SPC IL E     -   0.99997014  x   0.99997523  =   0.99994537
 DE9000!UTM  16      -   0.99997014  x   0.99977040  =   0.99974055
 DE9000
 DE9000                          SUPERSEDED SURVEY CONTROL
 DE9000
 DE9000  ELLIP H (12/18/02)  190.33   (m)                       GP(       ) 4 2
 DE9000
 DE9000.Superseded values are not recommended for survey control.
 DE9000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9000.See file dsdata.txt to determine how the superseded data were derived.
 DE9000
 DE9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8234463703(NAD 83)
 DE9000_MARKER: I = METAL ROD
 DE9000_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9000_STAMPING: CHA-10B
 DE9000_MARK LOGO: ILDT  
 DE9000_PROJECTION: FLUSH
 DE9000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9000+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9000_ROD/PIPE-DEPTH:  3.7 meters
 DE9000_SLEEVE-DEPTH  :  1.1 meters
 DE9000
 DE9000  HISTORY     - Date     Condition        Report By
 DE9000  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9000
 DE9000                          STATION DESCRIPTION
 DE9000
 DE9000'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9000'THE STATION IS LOCATED ABOUT 2.0 MI ( 3.2 KM ) WEST  OF FISHER  . TO
 DE9000'REACH FROM THE JUNCTION AT THE  U.S. ROUTE 136  ( 3000 N COUNTY
 DE9000'ROAD), AND 600 E COUNTY ROAD AT FISHER,  GO WEST ON U.S. ROUTE 136
 DE9000'(3000 N COUNTY ROAD)   ABOUT 2.0 MI (3.2 KM) TO THE JUNCTION  STATE
 DE9000'ROAD 47 (400 E COUNTY ROAD) ,  TURN RIGHT GO NORTH ON STATE ROAD
 DE9000'47 (400 E COUNTY ROAD)  ABOUT 0.3  MI (0.5 KM)  AND THE STATION ON
 DE9000'THE RIGHT.  IT IS  34.5   FT  EAST OF THE CENTER OF THE STATE ROUTE 47
 DE9000'(
 DE9000'400 E COUNTY ROAD),  9.0 FT WEST OF THE EDGE OF FIELD, 18 FT
 DE9000'SOUTHEAST OF THE SOUTHEAST CORNER AT CONCRETE SHOULDER, 2.0 FT
 DE9000'WEST OF THE FIBERGLASS WITNESS  POST.  NOTE-- ACCESS TO THE
 DE9000'STATION POINT IS THROUGH  A  6 - INCH   ACCESS  COVER.
 DE9000' 
 DE9000' 
 DE9000' 
 DE9000' 
 DE9000'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9003 ***********************************************************************
 DE9003  DESIGNATION -  CHA 11A
 DE9003  PID         -  DE9003
 DE9003  STATE/COUNTY-  IL/CHAMPAIGN
 DE9003  USGS QUAD   -  GIBSON CITY WEST (1982)
 DE9003
 DE9003                         *CURRENT SURVEY CONTROL
 DE9003  ___________________________________________________________________
 DE9003* NAD 83(1997)-  40 23 32.96270(N)    088 22 31.25212(W)     ADJUSTED  
 DE9003* NAVD 88     -       222.7    (meters)     731.     (feet)  GPS OBS   
 DE9003  ___________________________________________________________________
 DE9003  X           -     137,923.374 (meters)                     COMP
 DE9003  Y           -  -4,862,769.520 (meters)                     COMP
 DE9003  Z           -   4,111,398.233 (meters)                     COMP
 DE9003  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DE9003  ELLIP HEIGHT-         190.68  (meters)          (12/06/04) GPS OBS
 DE9003  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DE9003
 DE9003  HORZ ORDER  -  FIRST
 DE9003  ELLP ORDER  -  FOURTH    CLASS I
 DE9003
 DE9003.The horizontal coordinates were established by GPS observations
 DE9003.and adjusted by the National Geodetic Survey in December 2002..
 DE9003
 DE9003.The orthometric height was determined by GPS observations and a
 DE9003.high-resolution geoid model.
 DE9003
 DE9003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9003
 DE9003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9003
 DE9003.The ellipsoidal height was determined by GPS observations
 DE9003.and is referenced to NAD 83.
 DE9003
 DE9003.The geoid height was determined by GEOID03.
 DE9003
 DE9003;                    North         East     Units Scale Factor Converg.
 DE9003;SPC IL E     -   413,581.495   296,432.937   MT  0.99997516   -0 01 38.0
 DE9003;SPC IL E     - 1,356,891.95    972,547.06   sFT  0.99997516   -0 01 38.0
 DE9003;UTM  16      - 4,472,229.161   383,273.822   MT  0.99976772   -0 53 28.9
 DE9003
 DE9003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9003!SPC IL E     -   0.99997009  x   0.99997516  =   0.99994525
 DE9003!UTM  16      -   0.99997009  x   0.99976772  =   0.99973782
 DE9003
 DE9003                          SUPERSEDED SURVEY CONTROL
 DE9003
 DE9003  ELLIP H (12/18/02)  190.69   (m)                       GP(       ) 4 2
 DE9003
 DE9003.Superseded values are not recommended for survey control.
 DE9003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9003.See file dsdata.txt to determine how the superseded data were derived.
 DE9003
 DE9003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8327472229(NAD 83)
 DE9003_MARKER: I = METAL ROD
 DE9003_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9003_STAMPING: CHA-11A
 DE9003_MARK LOGO: ILDT  
 DE9003_PROJECTION: FLUSH
 DE9003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9003+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9003_ROD/PIPE-DEPTH:  3.7 meters
 DE9003_SLEEVE-DEPTH  :  1.1 meters
 DE9003
 DE9003  HISTORY     - Date     Condition        Report By
 DE9003  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9003
 DE9003                          STATION DESCRIPTION
 DE9003
 DE9003'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9003'THE STATION IS LOCATED ABOUT 5.8  MI ( 9.5 KM ) NORTHWEST  OF FISHER,
 DE9003'ABOUT 3.6 MI ( 5.9 KM ) NORTHEAST OF FOOSLAND . TO REACH FROM THE
 DE9003'JUNCTION AT THE  U.S. ROUTE 136  ( 3000 N COUNTY ROAD ),  AND  STATE
 DE9003'ROAD 47 ( 400 E COUNTY ROAD ) ,  GO NORTH  ON STATE  ROUTE 47 ( 400 E
 DE9003'COUNTY ROAD)   ABOUT 5.5 MI ( 9.0 KM )  AND THE STATION ON THE RIGHT.
 DE9003'THE STATION IS  ABOUT 0.4 MI ( 0.6 KM ) SOUTH OF THE 3600 N COUNTY
 DE9003'ROAD
 DE9003'( FORD  COUNTY LINE ).   IT IS  39.4   FT  EAST OF THE STATE ROUTE 47
 DE9003'( 450 E
 DE9003'COUNTY ROAD )  27.0 FT NORTH OF THE DRIVEWAY, 2.0 FT WEST OF THE
 DE9003'FIBERGLASS WITNESS  POST.  NOTE-- ACCESS TO THE STATION POINT IS
 DE9003'THROUGH  A  6 - INCH   ACCESS   COVER.
 DE9003' 
 DE9003' 
 DE9003' 
 DE9003'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9006 ***********************************************************************
 DE9006  DESIGNATION -  CHA 11B
 DE9006  PID         -  DE9006
 DE9006  STATE/COUNTY-  IL/CHAMPAIGN
 DE9006  USGS QUAD   -  GIBSON CITY WEST (1982)
 DE9006
 DE9006                         *CURRENT SURVEY CONTROL
 DE9006  ___________________________________________________________________
 DE9006* NAD 83(1997)-  40 23 16.73466(N)    088 22 31.15275(W)     ADJUSTED  
 DE9006* NAVD 88     -       221.2    (meters)     726.     (feet)  GPS OBS   
 DE9006  ___________________________________________________________________
 DE9006  X           -     137,934.879 (meters)                     COMP
 DE9006  Y           -  -4,863,092.507 (meters)                     COMP
 DE9006  Z           -   4,111,015.970 (meters)                     COMP
 DE9006  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 DE9006  ELLIP HEIGHT-         189.13  (meters)          (12/06/04) GPS OBS
 DE9006  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DE9006
 DE9006  HORZ ORDER  -  FIRST
 DE9006  ELLP ORDER  -  FOURTH    CLASS I
 DE9006
 DE9006.The horizontal coordinates were established by GPS observations
 DE9006.and adjusted by the National Geodetic Survey in December 2002..
 DE9006
 DE9006.The orthometric height was determined by GPS observations and a
 DE9006.high-resolution geoid model.
 DE9006
 DE9006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9006
 DE9006.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9006
 DE9006.The ellipsoidal height was determined by GPS observations
 DE9006.and is referenced to NAD 83.
 DE9006
 DE9006.The geoid height was determined by GEOID03.
 DE9006
 DE9006;                    North         East     Units Scale Factor Converg.
 DE9006;SPC IL E     -   413,080.952   296,435.042   MT  0.99997516   -0 01 37.9
 DE9006;SPC IL E     - 1,355,249.76    972,553.97   sFT  0.99997516   -0 01 37.9
 DE9006;UTM  16      - 4,471,728.746   383,268.381   MT  0.99976773   -0 53 28.5
 DE9006
 DE9006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9006!SPC IL E     -   0.99997033  x   0.99997516  =   0.99994549
 DE9006!UTM  16      -   0.99997033  x   0.99976773  =   0.99973807
 DE9006
 DE9006                          SUPERSEDED SURVEY CONTROL
 DE9006
 DE9006  ELLIP H (12/18/02)  189.13   (m)                       GP(       ) 4 2
 DE9006
 DE9006.Superseded values are not recommended for survey control.
 DE9006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9006.See file dsdata.txt to determine how the superseded data were derived.
 DE9006
 DE9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8326871729(NAD 83)
 DE9006_MARKER: I = METAL ROD
 DE9006_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9006_STAMPING: CHA-11B
 DE9006_MARK LOGO: ILDT  
 DE9006_PROJECTION: FLUSH
 DE9006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9006+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9006_ROD/PIPE-DEPTH:  3.7 meters
 DE9006_SLEEVE-DEPTH  :  1.1 meters
 DE9006
 DE9006  HISTORY     - Date     Condition        Report By
 DE9006  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9006
 DE9006                          STATION DESCRIPTION
 DE9006
 DE9006'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9006'THE STATION IS LOCATED ABOUT 5.5  MI ( 9.0 KM ) NORTHWEST  OF FISHER,
 DE9006'ABOUT 3.4 MI ( 5.5 KM ) NORTHEAST OF FOOSLAND . TO REACH FROM THE
 DE9006'JUNCTION AT THE  U.S. ROUTE 136  ( 3000 N COUNTY ROAD ),  AND  STATE
 DE9006'ROAD 47 ( 400 E COUNTY ROAD ) ,  GO NORTH  ON STATE  ROUTE 47 ( 400 E
 DE9006'COUNTY ROAD)   ABOUT 5.2 MI ( 8.5 KM )  AND THE STATION ON THE RIGHT.
 DE9006'THE STATION IS  ABOUT 0.7 MI ( 1.1 KM ) SOUTH OF THE 3600 N COUNTY
 DE9006'ROAD
 DE9006'( FORD  COUNTY LINE ).   IT IS  38.5   FT  EAST OF THE STATE ROUTE 47
 DE9006'( 450 E
 DE9006'COUNTY ROAD ), 2.0 FT WEST  OF THE EDGE OF FIELD, 2.0 FT WEST OF THE
 DE9006'FIBERGLASS WITNESS  POST .  NOTE-- ACCESS TO THE STATION POINT IS
 DE9006'THROUGH  A  6 - INCH   ACCESS  COVER.
 DE9006' 
 DE9006' 
 DE9006' 
 DE9006'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8889 ***********************************************************************
 DE8889  DESIGNATION -  CHA 13C
 DE8889  PID         -  DE8889
 DE8889  STATE/COUNTY-  IL/CHAMPAIGN
 DE8889  USGS QUAD   -  MAHOMET (1975)
 DE8889
 DE8889                         *CURRENT SURVEY CONTROL
 DE8889  ___________________________________________________________________
 DE8889* NAD 83(1997)-  40 08 49.80056(N)    088 24 26.69576(W)     ADJUSTED  
 DE8889* NAVD 88     -       212.9    (meters)     698.     (feet)  GPS OBS   
 DE8889  ___________________________________________________________________
 DE8889  X           -     135,690.898 (meters)                     COMP
 DE8889  Y           -  -4,880,440.193 (meters)                     COMP
 DE8889  Z           -   4,090,606.501 (meters)                     COMP
 DE8889  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DE8889  ELLIP HEIGHT-         180.90  (meters)          (12/06/04) GPS OBS
 DE8889  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 DE8889
 DE8889  HORZ ORDER  -  FIRST
 DE8889  ELLP ORDER  -  FOURTH    CLASS I
 DE8889
 DE8889.The horizontal coordinates were established by GPS observations
 DE8889.and adjusted by the National Geodetic Survey in December 2002..
 DE8889
 DE8889.The orthometric height was determined by GPS observations and a
 DE8889.high-resolution geoid model.
 DE8889
 DE8889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8889
 DE8889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8889
 DE8889.The ellipsoidal height was determined by GPS observations
 DE8889.and is referenced to NAD 83.
 DE8889
 DE8889.The geoid height was determined by GEOID03.
 DE8889
 DE8889;                    North         East     Units Scale Factor Converg.
 DE8889;SPC IL E     -   386,343.358   293,687.598   MT  0.99997549   -0 02 52.0
 DE8889;SPC IL E     - 1,267,528.17    963,540.06   sFT  0.99997549   -0 02 52.0
 DE8889;UTM  16      - 4,445,040.925   380,119.682   MT  0.99977691   -0 54 27.2
 DE8889
 DE8889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8889!SPC IL E     -   0.99997162  x   0.99997549  =   0.99994711
 DE8889!UTM  16      -   0.99997162  x   0.99977691  =   0.99974854
 DE8889
 DE8889                          SUPERSEDED SURVEY CONTROL
 DE8889
 DE8889  ELLIP H (12/18/02)  180.89   (m)                       GP(       ) 4 2
 DE8889
 DE8889.Superseded values are not recommended for survey control.
 DE8889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8889.See file dsdata.txt to determine how the superseded data were derived.
 DE8889
 DE8889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8012045041(NAD 83)
 DE8889_MARKER: I = METAL ROD
 DE8889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8889_STAMPING: CHA-13C
 DE8889_MARK LOGO: ILDT  
 DE8889_PROJECTION: FLUSH
 DE8889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8889+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8889_ROD/PIPE-DEPTH:  3.7 meters
 DE8889_SLEEVE-DEPTH  :  1.1 meters
 DE8889
 DE8889  HISTORY     - Date     Condition        Report By
 DE8889  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8889
 DE8889                          STATION DESCRIPTION
 DE8889
 DE8889'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8889'THE STATION IS LOCATED ABOUT 3.1 MI ( 5.0 KM ) NORTHWEST  OF
 DE8889'BONDVILLE,  ABOUT 3.5 MI ( 5.7 KM ) SOUTH  OF MAHOMET . TO REACH FROM
 DE8889'THE JUNCTION AT THE INTERSTATE 72 ( EXIT 176 ) AND  STATE  ROUTE 47  (
 DE8889'300 E COUNTY ROAD ),  GO NORTH  ON STATE  ROUTE 47 ( 300 E COUNTY
 DE8889'ROAD)   ABOUT 1.2 MI (1.9 KM ) TO THE CROSSROAD 1800 N COUNTY ROAD,
 DE8889'CONTINUE NORTH ON STATE ROUTE 47 ( 300 E COUNTY ROAD ) ABOUT 0.7 MI
 DE8889'( 1.1 KM )  ,  AND THE STATION ON THE RIGHT.   IT  IS  53.5   FT  EAST
 DE8889'OF THE
 DE8889'STATE ROUTE 47 ( 300 E COUNTY ROAD )  9.0 FT WEST OF THE EDGE OF
 DE8889'FIELD, 32.8 FT SOUTHEAST OF THE SOUTHEAST CORNER AT THE GUARD RAIL
 DE8889', 2.0 FT WEST OF THE FIBERGLASS WITNESS  POST.  NOTE-- ACCESS TO THE
 DE8889'STATION POINT IS THROUGH  A  6 - INCH   ACCESS COVER.
 DE8889' 
 DE8889' 
 DE8889' 
 DE8889'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8985 ***********************************************************************
 DE8985  DESIGNATION -  CHA 14C
 DE8985  PID         -  DE8985
 DE8985  STATE/COUNTY-  IL/CHAMPAIGN
 DE8985  USGS QUAD   -  URBANA (1975)
 DE8985
 DE8985                         *CURRENT SURVEY CONTROL
 DE8985  ___________________________________________________________________
 DE8985* NAD 83(1997)-  40 01 32.56493(N)    088 09 22.60626(W)     ADJUSTED  
 DE8985* NAVD 88     -       216.3    (meters)     710.     (feet)  GPS OBS   
 DE8985  ___________________________________________________________________
 DE8985  X           -     157,360.715 (meters)                     COMP
 DE8985  Y           -  -4,888,481.018 (meters)                     COMP
 DE8985  Z           -   4,080,290.733 (meters)                     COMP
 DE8985  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DE8985  ELLIP HEIGHT-         184.30  (meters)          (12/06/04) GPS OBS
 DE8985  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE8985
 DE8985  HORZ ORDER  -  FIRST
 DE8985  ELLP ORDER  -  FOURTH    CLASS I
 DE8985
 DE8985.The horizontal coordinates were established by GPS observations
 DE8985.and adjusted by the National Geodetic Survey in December 2002..
 DE8985
 DE8985.The orthometric height was determined by GPS observations and a
 DE8985.high-resolution geoid model.
 DE8985
 DE8985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8985
 DE8985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8985
 DE8985.The ellipsoidal height was determined by GPS observations
 DE8985.and is referenced to NAD 83.
 DE8985
 DE8985.The geoid height was determined by GEOID03.
 DE8985
 DE8985;                    North         East     Units Scale Factor Converg.
 DE8985;SPC IL E     -   372,870.241   315,113.262   MT  0.99997781   +0 06 49.9
 DE8985;SPC IL E     - 1,223,325.12  1,033,834.09   sFT  0.99997781   +0 06 49.9
 DE8985;UTM  16      - 4,431,251.383   401,336.186   MT  0.99971984   -0 44 37.3
 DE8985
 DE8985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8985!SPC IL E     -   0.99997109  x   0.99997781  =   0.99994890
 DE8985!UTM  16      -   0.99997109  x   0.99971984  =   0.99969094
 DE8985
 DE8985                          SUPERSEDED SURVEY CONTROL
 DE8985
 DE8985  ELLIP H (12/18/02)  184.28   (m)                       GP(       ) 4 2
 DE8985
 DE8985.Superseded values are not recommended for survey control.
 DE8985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8985.See file dsdata.txt to determine how the superseded data were derived.
 DE8985
 DE8985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0133631251(NAD 83)
 DE8985_MARKER: I = METAL ROD
 DE8985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8985_STAMPING: CHA-14C
 DE8985_MARK LOGO: ILDT  
 DE8985_PROJECTION: FLUSH
 DE8985_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8985+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8985_ROD/PIPE-DEPTH:  3.7 meters
 DE8985_SLEEVE-DEPTH  :  1.1 meters
 DE8985
 DE8985  HISTORY     - Date     Condition        Report By
 DE8985  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8985  HISTORY     - 20050328 MARK NOT FOUND   ILDT
 DE8985
 DE8985                          STATION DESCRIPTION
 DE8985
 DE8985'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8985'THE STATION IS LOCATED ABOUT 1.5 MI ( 2.4 KM ) NORTH  OF PHILO , ABOUT
 DE8985'8.5 MI (13.9 KM ) SOUTHEAST OF ST. JOSEPH, ABOUT 4.3 MI ( 7.0 KM )
 DE8985'WEST OF
 DE8985'SIDNEY . TO REACH FROM THE JUNCTION AT THE  STATE ROUTE 13O  (1600  E
 DE8985'COUNTY  ROAD ),  AND  1000 N COUNTY ROAD, GO EAST ON 1000 N COUNTY
 DE8985'ROAD   ABOUT 0.3 MI ( 0.5 KM ) ,  AND THE STATION IS ON THE LEFT. IT
 DE8985'IS  38.6
 DE8985' FT  NORTH  OF THE 1000 N COUNTY ROAD, 12 FT SOUTH OF THE EDGE OF
 DE8985'FIELD .  NOTE-- ACCESS TO THE STATION POINT IS THROUGH  A  6 - INCH
 DE8985'ACCESS  COVER.
 DE8985' 
 DE8985' 
 DE8985'
 DE8985
 DE8985                          STATION RECOVERY (2005)
 DE8985
 DE8985'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 DE8985'GONE NEW SCHOOL ENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8992 ***********************************************************************
 DE8992  DESIGNATION -  CHA 15C
 DE8992  PID         -  DE8992
 DE8992  STATE/COUNTY-  IL/CHAMPAIGN
 DE8992  USGS QUAD   -  ST JOSEPH (1968)
 DE8992
 DE8992                         *CURRENT SURVEY CONTROL
 DE8992  ___________________________________________________________________
 DE8992* NAD 83(1997)-  40 01 33.89686(N)    088 02 55.91763(W)     ADJUSTED  
 DE8992* NAVD 88     -       206.8    (meters)     678.     (feet)  GPS OBS   
 DE8992  ___________________________________________________________________
 DE8992  X           -     166,523.814 (meters)                     COMP
 DE8992  Y           -  -4,888,143.691 (meters)                     COMP
 DE8992  Z           -   4,080,316.036 (meters)                     COMP
 DE8992  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DE8992  ELLIP HEIGHT-         174.73  (meters)          (12/06/04) GPS OBS
 DE8992  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE8992
 DE8992  HORZ ORDER  -  FIRST
 DE8992  ELLP ORDER  -  FOURTH    CLASS I
 DE8992
 DE8992.The horizontal coordinates were established by GPS observations
 DE8992.and adjusted by the National Geodetic Survey in December 2002..
 DE8992
 DE8992.The orthometric height was determined by GPS observations and a
 DE8992.high-resolution geoid model.
 DE8992
 DE8992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8992
 DE8992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8992
 DE8992.The ellipsoidal height was determined by GPS observations
 DE8992.and is referenced to NAD 83.
 DE8992
 DE8992.The geoid height was determined by GEOID03.
 DE8992
 DE8992;                    North         East     Units Scale Factor Converg.
 DE8992;SPC IL E     -   372,935.071   324,281.928   MT  0.99998226   +0 10 58.6
 DE8992;SPC IL E     - 1,223,537.81  1,063,914.96   sFT  0.99998226   +0 10 58.6
 DE8992;UTM  16      - 4,431,179.000   410,502.311   MT  0.99969860   -0 40 28.6
 DE8992
 DE8992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8992!SPC IL E     -   0.99997259  x   0.99998226  =   0.99995485
 DE8992!UTM  16      -   0.99997259  x   0.99969860  =   0.99967120
 DE8992
 DE8992                          SUPERSEDED SURVEY CONTROL
 DE8992
 DE8992  ELLIP H (12/18/02)  174.72   (m)                       GP(       ) 4 2
 DE8992
 DE8992.Superseded values are not recommended for survey control.
 DE8992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8992.See file dsdata.txt to determine how the superseded data were derived.
 DE8992
 DE8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1050231179(NAD 83)
 DE8992_MARKER: I = METAL ROD
 DE8992_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8992_STAMPING: CHA-15C
 DE8992_MARK LOGO: ILDT  
 DE8992_PROJECTION: FLUSH
 DE8992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8992+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8992_ROD/PIPE-DEPTH:  3.7 meters
 DE8992_SLEEVE-DEPTH  :  1.1 meters
 DE8992
 DE8992  HISTORY     - Date     Condition        Report By
 DE8992  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8992
 DE8992                          STATION DESCRIPTION
 DE8992
 DE8992'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8992'THE STATION IS LOCATED ABOUT 0.7 MI (1.1 KM ) EAST  OF SIDNEY ,  ABOUT
 DE8992'6.0 MI (9.8 KM ) SOUTH OF ST. JOSEPH, ABOUT 4.5 MI ( 7.3 KM ) WEST OF
 DE8992'HOMER . TO REACH FROM THE JUNCTION AT THE 1000 N COUNTY ROAD, AND
 DE8992'2100 E COUNTY ROAD AT SIDNEY, GO EAST ON 1000 N  COUNTY ROAD
 DE8992'ABOUT 0.75 MI ( 1.2 KM ) ,  AND THE STATION IS ON THE  RIGHT. THE
 DE8992'STATION
 DE8992'IS  270 FT WEST OF THE 2200 E COUNTY ROAD.  IT IS  30.0   FT  SOUTH OF
 DE8992'THE
 DE8992'1000 N COUNTY ROAD, 34.5 FT NORTH  AT THE NORTH SIDE OF THE
 DE8992'RAILROAD.   NOTE-- ACCESS TO THE STATION POINT IS THROUGH  A  6 - INCH
 DE8992'ACCESS  COVER.
 DE8992' 
 DE8992' 
 DE8992'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1433 ***********************************************************************
 NH1433  DESIGNATION -  CHAMPAIGN
 NH1433  PID         -  NH1433
 NH1433  STATE/COUNTY-  IL/WINNEBAGO
 NH1433  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1433
 NH1433                         *CURRENT SURVEY CONTROL
 NH1433  ___________________________________________________________________
 NH1433* NAD 83(1997)-  42 21 40.43328(N)    089 03 39.33153(W)     ADJUSTED  
 NH1433* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 NH1433  ___________________________________________________________________
 NH1433  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 NH1433  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NH1433
 NH1433  HORZ ORDER  -  SECOND
 NH1433
 NH1433.The horizontal coordinates were established by classical geodetic methods
 NH1433.and adjusted by the National Geodetic Survey in October 1999..
 NH1433
 NH1433.The orthometric height was scaled from a topographic map.
 NH1433
 NH1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1433
 NH1433.The geoid height was determined by GEOID03.
 NH1433
 NH1433;                    North         East     Units Scale Factor Converg.
 NH1433;SPC IL W     -   632,796.920   791,086.722   MT  1.00004322   +0 44 42.4
 NH1433;SPC IL W     - 2,076,101.23  2,595,423.69   sFT  1.00004322   +0 44 42.4
 NH1433;SPC IL E     -   632,482.477   240,061.925   MT  1.00001919   -0 29 25.0
 NH1433;SPC IL E     - 2,075,069.59    787,603.17   sFT  1.00001919   -0 29 25.0
 NH1433;SPC WI S     -    40,566.448   677,367.235   MT  1.00009577   +0 38 42.9
 NH1433;SPC WI S     -   133,091.75  2,222,329.00   sFT  1.00009577   +0 38 42.9
 NH1433;UTM  16      - 4,691,941.743   330,284.351   MT  0.99995440   -1 23 20.4
 NH1433
 NH1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1433!SPC IL W     -   0.99997060  x   1.00004322  =   1.00001382
 NH1433!SPC IL E     -   0.99997060  x   1.00001919  =   0.99998979
 NH1433!SPC WI S     -   0.99997060  x   1.00009577  =   1.00006637
 NH1433!UTM  16      -   0.99997060  x   0.99995440  =   0.99992500
 NH1433
 NH1433:                Primary Azimuth Mark                     Grid Az
 NH1433:SPC IL W     -  CASS                                     012 33 26.5
 NH1433:SPC IL E     -  CASS                                     013 47 33.9
 NH1433:SPC WI S     -  CASS                                     012 39 26.0
 NH1433:UTM  16      -  CASS                                     014 41 29.3
 NH1433
 NH1433|---------------------------------------------------------------------|
 NH1433| PID    Reference Object                     Distance      Geod. Az  |
 NH1433|                                                           dddmmss.s |
 NH1433| NH0866 CASS                                496.330 METERS 0131808.9 |
 NH1433| NH1422 CHRISTIAN                           229.358 METERS 20358     |
 NH1433| CI8362 CHAMPAIGN RM                         16.670 METERS 28753     |
 NH1433|---------------------------------------------------------------------|
 NH1433
 NH1433                          SUPERSEDED SURVEY CONTROL
 NH1433
 NH1433  NAD 83(1997)-  42 21 40.43322(N)    089 03 39.33211(W) AD(       ) 2
 NH1433  NAD 83(1997)-  42 21 40.42951(N)    089 03 39.33166(W) AD(       ) 2
 NH1433  NAD 83(1986)-  42 21 40.42705(N)    089 03 39.33167(W) AD(       ) 2
 NH1433  NAD 27      -  42 21 40.36250(N)    089 03 38.94070(W) AD(       ) 2
 NH1433
 NH1433.Superseded values are not recommended for survey control.
 NH1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1433.See file dsdata.txt to determine how the superseded data were derived.
 NH1433
 NH1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3028491942(NAD 83)
 NH1433_MARKER: N = NAIL
 NH1433_SETTING: 0 = UNSPECIFIED SETTING
 NH1433
 NH1433  HISTORY     - Date     Condition        Report By
 NH1433  HISTORY     - 1920     MONUMENTED       CGS
 NH1433  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1433
 NH1433                          STATION DESCRIPTION
 NH1433
 NH1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1433'STATION IS ABOUT 2/3 MILE S OF LATHAM PARK RAILROAD STATION,
 NH1433'ON THE E SIDE OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY
 NH1433'TRACK, 200 YARDS S OF RAILROAD BRIDGE E 576, AND 1.91 METERS
 NH1433'(6.27 FEET) E OF THE E AND NEAREST RAIL.  THE STATION AND
 NH1433'REFERENCE MARKS ARE STAKES 2 BY 4 INCHES IN SIZE, EACH WITH A
 NH1433'NAIL IN THE TOP AND A CROSS FILED ON THE NAIL.  THE REFERENCE
 NH1433'MARK IS ON THE OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE LINE,
 NH1433'16.67 METERS (54.69 FEET) FROM THE STATION, N 72 DEG 07 MIN W.
 NH1433
 NH1433                          STATION RECOVERY (1997)
 NH1433
 NH1433'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1740 ***********************************************************************
 LC1740  DESIGNATION -  CHAMPAIGN CCC AND ST L RR STK
 LC1740  PID         -  LC1740
 LC1740  STATE/COUNTY-  IL/CHAMPAIGN
 LC1740  USGS QUAD   -  URBANA (1975)
 LC1740
 LC1740                         *CURRENT SURVEY CONTROL
 LC1740  ___________________________________________________________________
 LC1740* NAD 83(1997)-  40 06 54.61556(N)    088 11 54.97185(W)     ADJUSTED  
 LC1740* NAVD 88     -                                                        
 LC1740  ___________________________________________________________________
 LC1740  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LC1740  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC1740
 LC1740  HORZ ORDER  -  THIRD
 LC1740
 LC1740.The horizontal coordinates were established by classical geodetic methods
 LC1740.and adjusted by the National Geodetic Survey in October 1999..
 LC1740
 LC1740
 LC1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1740
 LC1740.The geoid height was determined by GEOID03.
 LC1740
 LC1740;                    North         East     Units Scale Factor Converg.
 LC1740;SPC IL E     -   382,796.790   311,485.480   MT  0.99997662   +0 05 12.5
 LC1740;SPC IL E     - 1,255,892.47  1,021,931.95   sFT  0.99997662   +0 05 12.5
 LC1740;UTM  16      - 4,441,228.639   397,858.399   MT  0.99972843   -0 46 20.5
 LC1740
 LC1740                          SUPERSEDED SURVEY CONTROL
 LC1740
 LC1740  NAD 83(1997)-  40 06 54.61574(N)    088 11 54.97161(W) AD(       ) 4
 LC1740  NAD 83(1986)-  40 06 54.62600(N)    088 11 54.96804(W) AD(       ) 4
 LC1740  NAD 27      -  40 06 54.51100(N)    088 11 54.79700(W) AD(       ) 3
 LC1740
 LC1740.Superseded values are not recommended for survey control.
 LC1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1740.See file dsdata.txt to determine how the superseded data were derived.
 LC1740
 LC1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9785841229(NAD 83)
 LC1740_MARKER: 63 = STACK
 LC1740
 LC1740  HISTORY     - Date     Condition        Report By
 LC1740  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1740
 LC1740                          STATION DESCRIPTION
 LC1740
 LC1740'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1738 ***********************************************************************
 LC1738  DESIGNATION -  CHAMPAIGN CITY RAILROAD STACK
 LC1738  PID         -  LC1738
 LC1738  STATE/COUNTY-  IL/CHAMPAIGN
 LC1738  USGS QUAD   -  URBANA (1975)
 LC1738
 LC1738                         *CURRENT SURVEY CONTROL
 LC1738  ___________________________________________________________________
 LC1738* NAD 83(1997)-  40 07 25.42726(N)    088 14 28.74024(W)     ADJUSTED  
 LC1738* NAVD 88     -                                                        
 LC1738  ___________________________________________________________________
 LC1738  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 LC1738  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1738
 LC1738  HORZ ORDER  -  THIRD
 LC1738
 LC1738.The horizontal coordinates were established by classical geodetic methods
 LC1738.and adjusted by the National Geodetic Survey in October 1999..
 LC1738
 LC1738
 LC1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1738
 LC1738.The geoid height was determined by GEOID03.
 LC1738
 LC1738;                    North         East     Units Scale Factor Converg.
 LC1738;SPC IL E     -   383,742.467   307,843.256   MT  0.99997576   +0 03 33.5
 LC1738;SPC IL E     - 1,258,995.08  1,009,982.42   sFT  0.99997576   +0 03 33.5
 LC1738;UTM  16      - 4,442,228.586   394,231.648   MT  0.99973771   -0 48 00.1
 LC1738
 LC1738                          SUPERSEDED SURVEY CONTROL
 LC1738
 LC1738  NAD 83(1997)-  40 07 25.42768(N)    088 14 28.74034(W) AD(       ) 4
 LC1738  NAD 83(1986)-  40 07 25.43686(N)    088 14 28.73586(W) AD(       ) 4
 LC1738  NAD 27      -  40 07 25.32800(N)    088 14 28.55900(W) AD(       ) 3
 LC1738
 LC1738.Superseded values are not recommended for survey control.
 LC1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1738.See file dsdata.txt to determine how the superseded data were derived.
 LC1738
 LC1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9423242229(NAD 83)
 LC1738_MARKER: 63 = STACK
 LC1738
 LC1738  HISTORY     - Date     Condition        Report By
 LC1738  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1738
 LC1738                          STATION DESCRIPTION
 LC1738
 LC1738'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1744 ***********************************************************************
 LC1744  DESIGNATION -  CHAMPAIGN ILLINI ELEC COOP TWR
 LC1744  PID         -  LC1744
 LC1744  STATE/COUNTY-  IL/CHAMPAIGN
 LC1744  USGS QUAD   -  URBANA (1975)
 LC1744
 LC1744                         *CURRENT SURVEY CONTROL
 LC1744  ___________________________________________________________________
 LC1744* NAD 83(1997)-  40 05 51.05759(N)    088 14 45.23434(W)     ADJUSTED  
 LC1744* NAVD 88     -                                                        
 LC1744  ___________________________________________________________________
 LC1744  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LC1744  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC1744
 LC1744  HORZ ORDER  -  THIRD
 LC1744
 LC1744.The horizontal coordinates were established by classical geodetic methods
 LC1744.and adjusted by the National Geodetic Survey in October 1999..
 LC1744
 LC1744
 LC1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1744
 LC1744.The geoid height was determined by GEOID03.
 LC1744
 LC1744;                    North         East     Units Scale Factor Converg.
 LC1744;SPC IL E     -   380,831.450   307,455.586   MT  0.99997568   +0 03 22.7
 LC1744;SPC IL E     - 1,249,444.52  1,008,710.54   sFT  0.99997568   +0 03 22.7
 LC1744;UTM  16      - 4,439,324.399   393,800.478   MT  0.99973884   -0 48 09.2
 LC1744
 LC1744                          SUPERSEDED SURVEY CONTROL
 LC1744
 LC1744  NAD 83(1997)-  40 05 51.05770(N)    088 14 45.23460(W) AD(       ) 4
 LC1744  NAD 83(1986)-  40 05 51.06778(N)    088 14 45.22962(W) AD(       ) 4
 LC1744  NAD 27      -  40 05 50.95500(N)    088 14 45.04700(W) AD(       ) 3
 LC1744
 LC1744.Superseded values are not recommended for survey control.
 LC1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1744.See file dsdata.txt to determine how the superseded data were derived.
 LC1744
 LC1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9380039324(NAD 83)
 LC1744_MARKER: 43 = RADIO/TV TOWER
 LC1744
 LC1744  HISTORY     - Date     Condition        Report By
 LC1744  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1744
 LC1744                          STATION DESCRIPTION
 LC1744
 LC1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1744'THE STATION IS LOCATED AT THE SOUTH EDGE OF CHAMPAIGN AT
 LC1744'1605 SOUTH NEIL STREET.
 LC1744'
 LC1744'THE STATION IS THE TOP OF A 4 LEGGED SELF SUPPORTING TOWER
 LC1744'WHICH IS 310 FEET HIGH, IS PAINTED RED AND WHITE AND HAS
 LC1744'A FLASHING RED LIGHT ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1754 ***********************************************************************
 LC1754  DESIGNATION -  CHAMPAIGN N ILL WTR CORP TANK
 LC1754  PID         -  LC1754
 LC1754  STATE/COUNTY-  IL/CHAMPAIGN
 LC1754  USGS QUAD   -  THOMASBORO (1975)
 LC1754
 LC1754                         *CURRENT SURVEY CONTROL
 LC1754  ___________________________________________________________________
 LC1754* NAD 83(1997)-  40 07 59.38187(N)    088 14 26.28649(W)     ADJUSTED  
 LC1754* NAVD 88     -                                                        
 LC1754  ___________________________________________________________________
 LC1754  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LC1754  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC1754
 LC1754  HORZ ORDER  -  THIRD
 LC1754
 LC1754.The horizontal coordinates were established by classical geodetic methods
 LC1754.and adjusted by the National Geodetic Survey in October 1999..
 LC1754
 LC1754
 LC1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1754
 LC1754.The geoid height was determined by GEOID03.
 LC1754
 LC1754;                    North         East     Units Scale Factor Converg.
 LC1754;SPC IL E     -   384,789.786   307,900.262   MT  0.99997577   +0 03 35.1
 LC1754;SPC IL E     - 1,262,431.16  1,010,169.44   sFT  0.99997577   +0 03 35.1
 LC1754;UTM  16      - 4,443,274.682   394,304.339   MT  0.99973752   -0 47 59.1
 LC1754
 LC1754                          SUPERSEDED SURVEY CONTROL
 LC1754
 LC1754  NAD 83(1997)-  40 07 59.38244(N)    088 14 26.28668(W) AD(       ) 4
 LC1754  NAD 83(1986)-  40 07 59.39131(N)    088 14 26.28192(W) AD(       ) 4
 LC1754  NAD 27      -  40 07 59.27600(N)    088 14 26.10900(W) AD(       ) 3
 LC1754
 LC1754.Superseded values are not recommended for survey control.
 LC1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1754.See file dsdata.txt to determine how the superseded data were derived.
 LC1754
 LC1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9430443275(NAD 83)
 LC1754_MARKER: 53 = ELEVATED TANK
 LC1754
 LC1754  HISTORY     - Date     Condition        Report By
 LC1754  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1754
 LC1754                          STATION DESCRIPTION
 LC1754
 LC1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1754'THE STATION IS LOCATED ABOUT 0.1 MILE SOUTH OF U.S. HIGHWAY
 LC1754'150 AND ABOUT 0.1 MILE WEST OF N. MARKET STREET JUST NORTH
 LC1754'OF THE NORTH CITY LIMITS OF CHAMPAIGN.
 LC1754'
 LC1754'THE STATION IS THE TOP OF A LARGE ROUND SQUAT TANK WHICH IS
 LC1754'PAINTED GRAY AND IS SUPPORTED BY 12 STEEL PIPE LEGS.  THE
 LC1754'TANK IS APPROXIMATELY 145 FEET HIGH AND HAS A RED FLASHING
 LC1754'LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1739 ***********************************************************************
 LC1739  DESIGNATION -  CHAMPAIGN RAD STA WILL W TWR
 LC1739  PID         -  LC1739
 LC1739  STATE/COUNTY-  IL/CHAMPAIGN
 LC1739  USGS QUAD   -  URBANA (1975)
 LC1739
 LC1739                         *CURRENT SURVEY CONTROL
 LC1739  ___________________________________________________________________
 LC1739* NAD 83(1997)-  40 04 51.52934(N)    088 14 13.68575(W)     ADJUSTED  
 LC1739* NAVD 88     -                                                        
 LC1739  ___________________________________________________________________
 LC1739  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 LC1739  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC1739
 LC1739  HORZ ORDER  -  THIRD
 LC1739
 LC1739.The horizontal coordinates were established by classical geodetic methods
 LC1739.and adjusted by the National Geodetic Survey in October 1999..
 LC1739
 LC1739
 LC1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1739
 LC1739.The geoid height was determined by GEOID03.
 LC1739
 LC1739;                    North         East     Units Scale Factor Converg.
 LC1739;SPC IL E     -   378,996.212   308,204.836   MT  0.99997583   +0 03 43.0
 LC1739;SPC IL E     - 1,243,423.41  1,011,168.70   sFT  0.99997583   +0 03 43.0
 LC1739;UTM  16      - 4,437,478.577   394,521.967   MT  0.99973696   -0 47 47.9
 LC1739
 LC1739                          SUPERSEDED SURVEY CONTROL
 LC1739
 LC1739  NAD 83(1997)-  40 04 51.52944(N)    088 14 13.68594(W) AD(       ) 4
 LC1739  NAD 83(1986)-  40 04 51.53981(N)    088 14 13.68080(W) AD(       ) 4
 LC1739  NAD 27      -  40 04 51.42600(N)    088 14 13.50300(W) AD(       ) 3
 LC1739
 LC1739.Superseded values are not recommended for survey control.
 LC1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1739.See file dsdata.txt to determine how the superseded data were derived.
 LC1739
 LC1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9452237479(NAD 83)
 LC1739_MARKER: 43 = RADIO/TV TOWER
 LC1739
 LC1739  HISTORY     - Date     Condition        Report By
 LC1739  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1739  HISTORY     - 1960     GOOD             CGS
 LC1739
 LC1739                          STATION DESCRIPTION
 LC1739
 LC1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1739'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE UNIVERSITY
 LC1739'OF ILLINOIS FOOTBALL STADIUM.
 LC1739'
 LC1739'TO REACH THE STATION FROM S. FIRST STREET AND PEABODY AVE.,
 LC1739'JUST NORTHWEST OF THE UNIVERSITY STADIUM, GO SOUTH ON S.
 LC1739'FIRST STREET FOR 0.4 MILE TO A T INTERSECTION, MAKE A QUICK
 LC1739'JOG TO THE LEFT AND RIGHT, GO SOUTH ON THE DIRT ROAD FOR
 LC1739'0.9 MILE TO THE TOWER IN THE OPEN FIELD ON THE LEFT.
 LC1739'
 LC1739'THE STATION IS THE TOP OF THE WEST ONE OF TWO TOWERS.  THE
 LC1739'TOWER IS 340 FEET HIGH AND IS PAINTED RED AND WHITE.  THE
 LC1739'TOWER IS 3 LEGGED AND IS SELF SUPPORTING.  IT HAS A RED
 LC1739'FLASHING LIGHT ON THE TOP.
 LC1739
 LC1739                          STATION RECOVERY (1960)
 LC1739
 LC1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 LC1739'RECOVERED AS DESCRIBED IN THE LITHOGRAPH LIST DATED JULY
 LC1739'1960, STATION NUMBER 1036, OF QUAD BOOK 400882.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1743 ***********************************************************************
 LC1743  DESIGNATION -  CHAMPAIGN RAD STA WILL E TWR
 LC1743  PID         -  LC1743
 LC1743  STATE/COUNTY-  IL/CHAMPAIGN
 LC1743  USGS QUAD   -  URBANA (1975)
 LC1743
 LC1743                         *CURRENT SURVEY CONTROL
 LC1743  ___________________________________________________________________
 LC1743* NAD 83(1997)-  40 04 52.64815(N)    088 14 05.63022(W)     ADJUSTED  
 LC1743* NAVD 88     -                                                        
 LC1743  ___________________________________________________________________
 LC1743  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LC1743  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC1743
 LC1743  HORZ ORDER  -  THIRD
 LC1743
 LC1743.The horizontal coordinates were established by classical geodetic methods
 LC1743.and adjusted by the National Geodetic Survey in October 1999..
 LC1743
 LC1743
 LC1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1743
 LC1743.The geoid height was determined by GEOID03.
 LC1743
 LC1743;                    North         East     Units Scale Factor Converg.
 LC1743;SPC IL E     -   379,030.927   308,395.648   MT  0.99997587   +0 03 48.2
 LC1743;SPC IL E     - 1,243,537.30  1,011,794.72   sFT  0.99997587   +0 03 48.2
 LC1743;UTM  16      - 4,437,510.422   394,713.233   MT  0.99973646   -0 47 42.7
 LC1743
 LC1743                          SUPERSEDED SURVEY CONTROL
 LC1743
 LC1743  NAD 83(1997)-  40 04 52.64825(N)    088 14 05.63041(W) AD(       ) 4
 LC1743  NAD 83(1986)-  40 04 52.65860(N)    088 14 05.62532(W) AD(       ) 4
 LC1743  NAD 27      -  40 04 52.54100(N)    088 14 05.44800(W) AD(       ) 3
 LC1743
 LC1743.Superseded values are not recommended for survey control.
 LC1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1743.See file dsdata.txt to determine how the superseded data were derived.
 LC1743
 LC1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9471337510(NAD 83)
 LC1743_MARKER: 43 = RADIO/TV TOWER
 LC1743
 LC1743  HISTORY     - Date     Condition        Report By
 LC1743  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1743  HISTORY     - 1960     GOOD             CGS
 LC1743
 LC1743                          STATION DESCRIPTION
 LC1743
 LC1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1743'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE UNIVERSITY
 LC1743'OF ILLINOIS FOOTBALL STADIUM.
 LC1743'
 LC1743'TO REACH THE STATION FROM S. FIRST STREET AND PEABODY AVE.,
 LC1743'JUST NORTHWEST OF THE UNIVERSITY STADIUM, GO SOUTH ON S.
 LC1743'FIRST STREET FOR 0.4 MILE TO A T INTERSECTION, MAKE A QUICK
 LC1743'JOG TO THE LEFT AND RIGHT, GO SOUTH ON THE DIRT ROAD FOR
 LC1743'0.9 MILE TO THE TOWER IN THE OPEN FIELD ON THE LEFT.
 LC1743'
 LC1743'THE STATION IS THE TOP OF THE EAST ONE OF TWO TOWERS.  THE
 LC1743'TOWER IS 340 FEET HIGH AND IS PAINTED RED AND WHITE.  THE
 LC1743'TOWER IS 3 LEGGED AND IS SELF SUPPORTING.  IT HAS A RED
 LC1743'FLASHING LIGHT ON THE TOP.
 LC1743
 LC1743                          STATION RECOVERY (1960)
 LC1743
 LC1743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 LC1743'RECOVERED AS DESCRIBED IN THE LITHOGRAPH LIST DATED JULY
 LC1743'1960, STATION NUMBER 1035, QUAD BOOK 400882.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1746 ***********************************************************************
 LC1746  DESIGNATION -  CHAMPAIGN RADIO STA WDWS TWR
 LC1746  PID         -  LC1746
 LC1746  STATE/COUNTY-  IL/CHAMPAIGN
 LC1746  USGS QUAD   -  URBANA (1975)
 LC1746
 LC1746                         *CURRENT SURVEY CONTROL
 LC1746  ___________________________________________________________________
 LC1746* NAD 83(1997)-  40 05 04.47512(N)    088 14 53.35498(W)     ADJUSTED  
 LC1746* NAVD 88     -                                                        
 LC1746  ___________________________________________________________________
 LC1746  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LC1746  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC1746
 LC1746  HORZ ORDER  -  THIRD
 LC1746
 LC1746.The horizontal coordinates were established by classical geodetic methods
 LC1746.and adjusted by the National Geodetic Survey in October 1999..
 LC1746
 LC1746
 LC1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1746
 LC1746.The geoid height was determined by GEOID03.
 LC1746
 LC1746;                    North         East     Units Scale Factor Converg.
 LC1746;SPC IL E     -   379,394.536   307,264.615   MT  0.99997565   +0 03 17.5
 LC1746;SPC IL E     - 1,244,730.24  1,008,083.99   sFT  0.99997565   +0 03 17.5
 LC1746;UTM  16      - 4,437,890.847   393,588.042   MT  0.99973940   -0 48 13.6
 LC1746
 LC1746                          SUPERSEDED SURVEY CONTROL
 LC1746
 LC1746  NAD 83(1997)-  40 05 04.47520(N)    088 14 53.35521(W) AD(       ) 4
 LC1746  NAD 83(1986)-  40 05 04.48531(N)    088 14 53.35013(W) AD(       ) 4
 LC1746  NAD 27      -  40 05 04.37100(N)    088 14 53.17100(W) AD(       ) 3
 LC1746
 LC1746.Superseded values are not recommended for survey control.
 LC1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1746.See file dsdata.txt to determine how the superseded data were derived.
 LC1746
 LC1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9358837891(NAD 83)
 LC1746_MARKER: 43 = RADIO/TV TOWER
 LC1746
 LC1746  HISTORY     - Date     Condition        Report By
 LC1746  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1746  HISTORY     - 1960     GOOD             CGS
 LC1746  HISTORY     - 1965     GOOD             CGS
 LC1746  HISTORY     - 1969     GOOD             CGS
 LC1746
 LC1746                          STATION DESCRIPTION
 LC1746
 LC1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1746'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE CENTER OF
 LC1746'CHAMPAIGN.
 LC1746'
 LC1746'TO REACH FROM THE INTERSECTION OF SOUTH NEIL STREET AND KIRBY
 LC1746'STREET IN CHAMPAIGN, GO SOUTH ON SOUTH NEIL STREET (U.S.
 LC1746'HIGHWAY 45) FOR 1.0 MILE TO THE TOWER ON THE RIGHT.
 LC1746'
 LC1746'THE STATION IS THE TOP OF A 3 LEGGED SELF SUPPORTING TOWER
 LC1746'WHICH IS 424 FEET HIGH, IS PAINTED RED AND WHITE AND HAS
 LC1746'A RED FLASHING RED LIGHT ON THE TOP.
 LC1746
 LC1746                          STATION RECOVERY (1960)
 LC1746
 LC1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 LC1746'RECOVERED AS DESCRIBED IN THE LITHOGRAPH LIST DATED JULY
 LC1746'1960, STATION NUMBER 1034, QUAD BOOK 400882.
 LC1746
 LC1746                          STATION RECOVERY (1965)
 LC1746
 LC1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (BMR)
 LC1746'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LC1746'
 LC1746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S OF
 LC1746'CHAMPAIGN.
 LC1746
 LC1746                          STATION RECOVERY (1969)
 LC1746
 LC1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 LC1746'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC1746'
 LC1746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 LC1746'S OF CHAMPAIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1752 ***********************************************************************
 LC1752  DESIGNATION -  CHAMPAIGN SMITH ICE PLANT STK
 LC1752  PID         -  LC1752
 LC1752  STATE/COUNTY-  IL/CHAMPAIGN
 LC1752  USGS QUAD   -  THOMASBORO (1975)
 LC1752
 LC1752                         *CURRENT SURVEY CONTROL
 LC1752  ___________________________________________________________________
 LC1752* NAD 83(1997)-  40 08 48.89772(N)    088 13 33.09875(W)     ADJUSTED  
 LC1752* NAVD 88     -                                                        
 LC1752  ___________________________________________________________________
 LC1752  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LC1752  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC1752
 LC1752  HORZ ORDER  -  THIRD
 LC1752
 LC1752.The horizontal coordinates were established by classical geodetic methods
 LC1752.and adjusted by the National Geodetic Survey in October 1999..
 LC1752
 LC1752
 LC1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1752
 LC1752.The geoid height was determined by GEOID03.
 LC1752
 LC1752;                    North         East     Units Scale Factor Converg.
 LC1752;SPC IL E     -   386,318.418   309,157.570   MT  0.99997603   +0 04 09.5
 LC1752;SPC IL E     - 1,267,446.34  1,014,294.46   sFT  0.99997603   +0 04 09.5
 LC1752;UTM  16      - 4,444,783.917   395,584.132   MT  0.99973421   -0 47 25.6
 LC1752
 LC1752                          SUPERSEDED SURVEY CONTROL
 LC1752
 LC1752  NAD 83(1997)-  40 08 48.89820(N)    088 13 33.09867(W) AD(       ) 4
 LC1752  NAD 83(1986)-  40 08 48.90696(N)    088 13 33.09412(W) AD(       ) 4
 LC1752  NAD 27      -  40 08 48.79100(N)    088 13 32.92000(W) AD(       ) 3
 LC1752
 LC1752.Superseded values are not recommended for survey control.
 LC1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1752.See file dsdata.txt to determine how the superseded data were derived.
 LC1752
 LC1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9558444784(NAD 83)
 LC1752_MARKER: 63 = STACK
 LC1752
 LC1752  HISTORY     - Date     Condition        Report By
 LC1752  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1752
 LC1752                          STATION DESCRIPTION
 LC1752
 LC1752'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1742 ***********************************************************************
 LC1742  DESIGNATION -  CHAMPAIGN ST MARYS CATH CH
 LC1742  PID         -  LC1742
 LC1742  STATE/COUNTY-  IL/CHAMPAIGN
 LC1742  USGS QUAD   -  URBANA (1975)
 LC1742
 LC1742                         *CURRENT SURVEY CONTROL
 LC1742  ___________________________________________________________________
 LC1742* NAD 83(1997)-  40 07 03.14546(N)    088 13 46.36245(W)     ADJUSTED  
 LC1742* NAVD 88     -                                                        
 LC1742  ___________________________________________________________________
 LC1742  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LC1742  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1742
 LC1742  HORZ ORDER  -  THIRD
 LC1742
 LC1742.The horizontal coordinates were established by classical geodetic methods
 LC1742.and adjusted by the National Geodetic Survey in October 1999..
 LC1742
 LC1742
 LC1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1742
 LC1742.The geoid height was determined by GEOID03.
 LC1742
 LC1742;                    North         East     Units Scale Factor Converg.
 LC1742;SPC IL E     -   383,056.338   308,847.440   MT  0.99997596   +0 04 00.8
 LC1742;SPC IL E     - 1,256,744.00  1,013,276.98   sFT  0.99997596   +0 04 00.8
 LC1742;UTM  16      - 4,441,527.643   395,225.191   MT  0.99973514   -0 47 32.4
 LC1742
 LC1742                          SUPERSEDED SURVEY CONTROL
 LC1742
 LC1742  NAD 83(1997)-  40 07 03.14576(N)    088 13 46.36249(W) AD(       ) 4
 LC1742  NAD 83(1986)-  40 07 03.15542(N)    088 13 46.35830(W) AD(       ) 4
 LC1742  NAD 27      -  40 07 03.04000(N)    088 13 46.18200(W) AD(       ) 3
 LC1742
 LC1742.Superseded values are not recommended for survey control.
 LC1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1742.See file dsdata.txt to determine how the superseded data were derived.
 LC1742
 LC1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9522541528(NAD 83)
 LC1742_MARKER: 90 = CHURCH SPIRE
 LC1742
 LC1742  HISTORY     - Date     Condition        Report By
 LC1742  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1742
 LC1742                          STATION DESCRIPTION
 LC1742
 LC1742'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0735 ***********************************************************************
 LD0735  DESIGNATION -  CHANDLER
 LD0735  PID         -  LD0735
 LD0735  STATE/COUNTY-  IL/CASS
 LD0735  USGS QUAD   -  NEWMANSVILLE (1981)
 LD0735
 LD0735                         *CURRENT SURVEY CONTROL
 LD0735  ___________________________________________________________________
 LD0735* NAD 83(1997)-  40 02 47.63378(N)    090 06 42.39569(W)     ADJUSTED  
 LD0735* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 LD0735  ___________________________________________________________________
 LD0735  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 LD0735  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LD0735
 LD0735  HORZ ORDER  -  FIRST
 LD0735
 LD0735.The horizontal coordinates were established by classical geodetic methods
 LD0735.and adjusted by the National Geodetic Survey in October 1999..
 LD0735
 LD0735.The orthometric height was scaled from a topographic map.
 LD0735
 LD0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0735
 LD0735.The geoid height was determined by GEOID03.
 LD0735
 LD0735;                    North         East     Units Scale Factor Converg.
 LD0735;SPC IL W     -   375,159.279   704,683.815   MT  0.99994145   +0 02 07.1
 LD0735;SPC IL W     - 1,230,835.07  2,311,950.15   sFT  0.99994145   +0 02 07.1
 LD0735;UTM  15      - 4,436,922.985   746,388.498   MT  1.00034740   +1 51 33.3
 LD0735
 LD0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0735!SPC IL W     -   0.99997018  x   0.99994145  =   0.99991163
 LD0735!UTM  15      -   0.99997018  x   1.00034740  =   1.00031757
 LD0735
 LD0735:                Primary Azimuth Mark                     Grid Az
 LD0735:SPC IL W     -  KILBOURNE GRAIN ELEVATOR                 036 05 57.7
 LD0735:UTM  15      -  KILBOURNE GRAIN ELEVATOR                 034 16 31.5
 LD0735
 LD0735|---------------------------------------------------------------------|
 LD0735| PID    Reference Object                     Distance      Geod. Az  |
 LD0735|                                                           dddmmss.s |
 LD0735| LD0734 KILBOURNE GRAIN ELEVATOR            APPROX.14.5 KM 0360804.8 |
 LD0735| CL9046 CHANDLER RM 1                        34.001 METERS 05840     |
 LD0735| KC0558 VIRGINIA MUNICIPAL TANK             APPROX.14.3 KM 2185629.5 |
 LD0735| LD0193 KUHLMAN                             APPROX.16.6 KM 2593414.2 |
 LD0735| CL9045 CHANDLER AZ MK                                     2735602.8 |
 LD0735| CL9047 CHANDLER RM 2                        34.336 METERS 33141     |
 LD0735|---------------------------------------------------------------------|
 LD0735
 LD0735                          SUPERSEDED SURVEY CONTROL
 LD0735
 LD0735  NAD 83(1997)-  40 02 47.63794(N)    090 06 42.39777(W) AD(       ) 1
 LD0735  NAD 83(1986)-  40 02 47.64352(N)    090 06 42.38796(W) AD(       ) 1
 LD0735  NAD 27      -  40 02 47.47100(N)    090 06 41.96100(W) AD(       ) 1
 LD0735
 LD0735.Superseded values are not recommended for survey control.
 LD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0735.See file dsdata.txt to determine how the superseded data were derived.
 LD0735
 LD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4638836923(NAD 83)
 LD0735_MARKER: DS = TRIANGULATION STATION DISK
 LD0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0735
 LD0735  HISTORY     - Date     Condition        Report By
 LD0735  HISTORY     - 1934     MONUMENTED       CGS
 LD0735
 LD0735                          STATION DESCRIPTION
 LD0735
 LD0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0735'STATION IS ABOUT 2.3 MILES BY ROAD E OF CHANDLERVILLE, AND
 LD0735'0.25 MILE W OF THE STANDARD SCHOOLHOUSE, ON THE S SIDE OF
 LD0735'THE CHANDLERVILLE-PETERSBURG DIRT ROAD, ON LAND OWNED BY
 LD0735'FRANK SAVAGE, WHO LIVES IN VIRGINIA, ILL.  THE STATION MARK
 LD0735'IS 24 FEET E OF DIRT ROAD, 85 FEET S OF CROSS ROAD, IN FENCE
 LD0735'LINE, AND PROJECTS 8 INCHES.
 LD0735'
 LD0735'TO REACH FROM CHANDLERVILLE, GO E ON LINCOLN HIGHWAY 1.7
 LD0735'MILES TO FORKS OF ROAD.  TAKE ROAD TO S UP HILL AND GO 0.6
 LD0735'MILE TO CROSS ROAD AND STATION.
 LD0735'
 LD0735'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0735'BRONZE DISKS SET IN CONCRETE.
 LD0735'
 LD0735'REFERENCE MARK NO. 1 IS NE OF THE STATION, IN FENCE LINE,
 LD0735'55 FEET W OF HAW TREE, 15 FEET S OF CENTER LINE OF ROAD,
 LD0735'114 FEET E OF CROSS ROAD, AND PROJECTS 5 INCHES.  REFERENCE
 LD0735'MARK NO. 2 IS NNW OF THE STATION, IN FENCE LINE, 40 FEET
 LD0735'W OF CROSS ROAD, 22 FEET N OF CENTER LINE OF ROAD, 15 FEET
 LD0735'W OF LONE CEDAR TREE, AND PROJECTS 10 INCHES.  THE DISTANCE
 LD0735'BETWEEN THE REFERENCE MARKS IS 154.27 FEET.
 LD0735'
 LD0735'AZIMUTH MARK IS W OF THE STATION, 20 FEET S OF CENTER LINE
 LD0735'OF ROAD, 6 INCHES S OF FENCE LINE, AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0687 ***********************************************************************
 LD0687  DESIGNATION -  CHANDLERVILLE N BASE RM 3
 LD0687  PID         -  LD0687
 LD0687  STATE/COUNTY-  IL/MASON
 LD0687  USGS QUAD   -  BATH (1981)
 LD0687
 LD0687                         *CURRENT SURVEY CONTROL
 LD0687  ___________________________________________________________________
 LD0687* NAD 83(1986)-  40 10 41.     (N)    090 08 43.     (W)     SCALED    
 LD0687* NAVD 88     -       142.25   (meters)     466.7    (feet)  RESET     
 LD0687  ___________________________________________________________________
 LD0687  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LD0687
 LD0687  VERT ORDER  -  THIRD
 LD0687
 LD0687.The horizontal coordinates were scaled from a topographic map and have
 LD0687.an estimated accuracy of +/- 6 seconds.
 LD0687
 LD0687.The orthometric height was computed from unverified reset data.
 LD0687.No vertical observational check was made to the station.
 LD0687
 LD0687.The geoid height was determined by GEOID03.
 LD0687
 LD0687;                    North         East    Units  Estimated Accuracy
 LD0687;SPC IL W     -   389,760.      701,820.      MT  (+/- 180 meters Scaled)
 LD0687
 LD0687                          SUPERSEDED SURVEY CONTROL
 LD0687
 LD0687  NGVD 29 (03/28/06)  142.35   (m)          467.0    (f) RESET       3  
 LD0687
 LD0687.Superseded values are not recommended for survey control.
 LD0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0687.See file dsdata.txt to determine how the superseded data were derived.
 LD0687
 LD0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE430514(NAD 83)
 LD0687_MARKER: DR = REFERENCE MARK DISK
 LD0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0687_STAMPING: CHANDLERVILLE NORTH BASE 1934 NO 3 1980
 LD0687_PROJECTION: PROJECTING 3 CENTIMETERS
 LD0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0687+STABILITY: SURFACE MOTION
 LD0687
 LD0687  HISTORY     - Date     Condition        Report By
 LD0687  HISTORY     - 1980     MONUMENTED       NGS
 LD0687
 LD0687                          STATION DESCRIPTION
 LD0687
 LD0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LD0687'1.0 MI SOUTH FROM BATH.
 LD0687'0.05 MILE WEST ALONG PAVED STREET FROM THE POST OFFICE IN THE TOWN OF
 LD0687'BATH, THENCE 1.05 MILE SOUTH ALONG STATE HIGHWAY 78, THENCE 0.4 MILE
 LD0687'EAST ALONG A SAND ROAD, 20 FEET EAST OF CENTERLINE OF SAND ROAD, 1
 LD0687'FOOT NORTHEST OF A LARGE FENCE CORNER POST, 0.5 FEET EAST OF FENCE
 LD0687'LINE, 155.68 FEET SOUTHWEST OF TRIANGULATION STATION CHANDLERVILLE
 LD0687'NORTH BASE.
 LD0687'THE MARK IS 1 FT  S FROM A WITNESS POST.
 LD0687'THE MARK IS 1 FT ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0688 ***********************************************************************
 LD0688  DESIGNATION -  CHANDLERVILLE N BASE RM 4
 LD0688  PID         -  LD0688
 LD0688  STATE/COUNTY-  IL/MASON
 LD0688  USGS QUAD   -  BATH (1981)
 LD0688
 LD0688                         *CURRENT SURVEY CONTROL
 LD0688  ___________________________________________________________________
 LD0688* NAD 83(1986)-  40 10 41.     (N)    090 08 43.     (W)     SCALED    
 LD0688* NAVD 88     -       142.82   (meters)     468.6    (feet)  RESET     
 LD0688  ___________________________________________________________________
 LD0688  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LD0688
 LD0688  VERT ORDER  -  THIRD
 LD0688
 LD0688.The horizontal coordinates were scaled from a topographic map and have
 LD0688.an estimated accuracy of +/- 6 seconds.
 LD0688
 LD0688.The orthometric height was computed from unverified reset data.
 LD0688.No vertical observational check was made to the station.
 LD0688
 LD0688.The geoid height was determined by GEOID03.
 LD0688
 LD0688;                    North         East    Units  Estimated Accuracy
 LD0688;SPC IL W     -   389,760.      701,820.      MT  (+/- 180 meters Scaled)
 LD0688
 LD0688                          SUPERSEDED SURVEY CONTROL
 LD0688
 LD0688  NGVD 29 (03/28/06)  142.92   (m)          468.9    (f) RESET       3  
 LD0688
 LD0688.Superseded values are not recommended for survey control.
 LD0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0688.See file dsdata.txt to determine how the superseded data were derived.
 LD0688
 LD0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE430514(NAD 83)
 LD0688_MARKER: Z = SEE DESCRIPTION
 LD0688_SETTING: 0 = UNSPECIFIED SETTING
 LD0688_STAMPING: CHANDLERVILLE NORTHBASE 1934 NO 4 1980
 LD0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0688
 LD0688  HISTORY     - Date     Condition        Report By
 LD0688  HISTORY     - 1980     MONUMENTED       NGS
 LD0688
 LD0688                          STATION DESCRIPTION
 LD0688
 LD0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LD0688'1 MI SOUTH FROM BATH.
 LD0688'ABOUT 0.05 MILE WEST ALONG PAVED STREET FROM THE POST OFFICE IN BATH,
 LD0688'THENCE 1.5 MILE SOUTH ALONG STATE HIGHWAY 78, THENCE 0.4 MILE EAST
 LD0688'ALONG A SAND ROAD, 19 FEET EAST OF CENTERLINE OF SAND ROAD, 18 FEET
 LD0688'SOUTH OF A WOODEN GATEPOST AND 75.46 FEET WEST OF TRIANGULATION
 LD0688'STATION CHANDLERVILLE NORTH BASE.
 LD0688'THE MARK IS 1 FT  S FROM A WITNESS POST.
 LD0688'THE MARK IS 1 FT ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0689 ***********************************************************************
 LD0689  DESIGNATION -  CHANDLERVILLE NORTH BASE RESET
 LD0689  PID         -  LD0689
 LD0689  STATE/COUNTY-  IL/MASON
 LD0689  USGS QUAD   -  BATH (1981)
 LD0689
 LD0689                         *CURRENT SURVEY CONTROL
 LD0689  ___________________________________________________________________
 LD0689* NAD 83(1997)-  40 10 41.21250(N)    090 08 44.28061(W)     ADJUSTED  
 LD0689* NAVD 88     -       142.82   (meters)     468.6    (feet)  RESET     
 LD0689  ___________________________________________________________________
 LD0689  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LD0689  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LD0689
 LD0689  HORZ ORDER  -  FIRST
 LD0689  VERT ORDER  -  THIRD
 LD0689
 LD0689.The horizontal coordinates were established by classical geodetic methods
 LD0689.and adjusted by the National Geodetic Survey in October 1999..
 LD0689
 LD0689.The orthometric height was computed from unverified reset data.
 LD0689.No vertical observational check was made to the station.
 LD0689
 LD0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0689
 LD0689.The geoid height was determined by GEOID03.
 LD0689
 LD0689;                    North         East     Units Scale Factor Converg.
 LD0689;SPC IL W     -   389,764.039   701,791.322   MT  0.99994122   +0 00 48.9
 LD0689;SPC IL W     - 1,278,750.85  2,302,460.36   sFT  0.99994122   +0 00 48.9
 LD0689;UTM  15      - 4,451,433.881   743,030.672   MT  1.00032715   +1 50 32.8
 LD0689
 LD0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0689!SPC IL W     -   0.99998276  x   0.99994122  =   0.99992398
 LD0689!UTM  15      -   0.99998276  x   1.00032715  =   1.00030990
 LD0689
 LD0689:                Primary Azimuth Mark                     Grid Az
 LD0689:SPC IL W     -  HAVANA MUNICIPAL STANDPIPE               028 25 47.2
 LD0689:UTM  15      -  HAVANA MUNICIPAL STANDPIPE               026 36 03.3
 LD0689
 LD0689|---------------------------------------------------------------------|
 LD0689| PID    Reference Object                     Distance      Geod. Az  |
 LD0689|                                                           dddmmss.s |
 LD0689| LD0728 HAVANA MUNICIPAL STANDPIPE          APPROX.15.4 KM 0282636.1 |
 LD0689| LD0233 CHANDLERVILLE N BASE RM 1            30.614 METERS 17257     |
 LD0689| LD0217 CHANDLERVILLE S BASE                APPROX. 9.7 KM 1794712.7 |
 LD0689| LD0232 CHANDLERVILLE N BASE RM 2            59.973 METERS 22602     |
 LD0689| CL9048 CHANDLERVILLE N BASE AZ MK                         3385910.3 |
 LD0689|---------------------------------------------------------------------|
 LD0689
 LD0689                          SUPERSEDED SURVEY CONTROL
 LD0689
 LD0689  NAD 83(1997)-  40 10 41.21723(N)    090 08 44.28383(W) AD(       ) 1
 LD0689  NAD 83(1986)-  40 10 41.22314(N)    090 08 44.27236(W) AD(       ) 1
 LD0689  NAD 27      -  40 10 41.05800(N)    090 08 43.84300(W) AD(       ) 1
 LD0689  NGVD 29 (03/28/06)  142.91   (m)          468.9    (f) RESET       3  
 LD0689
 LD0689.Superseded values are not recommended for survey control.
 LD0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0689.See file dsdata.txt to determine how the superseded data were derived.
 LD0689
 LD0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4303151434(NAD 83)
 LD0689_MARKER: DS = TRIANGULATION STATION DISK
 LD0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0689_STAMPING: CHANDLERVILLE NORTH BASE 1934 1980
 LD0689_PROJECTION: PROJECTING 41 CENTIMETERS
 LD0689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LD0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0689+STABILITY: SURFACE MOTION
 LD0689
 LD0689  HISTORY     - Date     Condition        Report By
 LD0689  HISTORY     - 1980     MONUMENTED       NGS
 LD0689  HISTORY     - 1980     GOOD             NGS
 LD0689
 LD0689                          STATION DESCRIPTION
 LD0689
 LD0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LD0689'STATION UNDERGROUND MARK, RM 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 LD0689'CONDITION.  THE STATION SURFACE MARK WAS FOUND OUT OF
 LD0689'GROUND.  REFERENCE MARK 2 FOUND WITH THE TOP 10 INCHES BROKEN
 LD0689'OFF.  THE AZIMUTH MARK IS NOT VISIBLE AT GROUND LEVEL BEING BLOCKED BY
 LD0689'TREES AND AN HOUSE.  THERE WAS NO PLACE TO SET AZIMUTH MARK 2 AT THIS
 LD0689'TIME AT REQUIRED DISTANCE.  REFERENCE MARKS 3, 4 AND A NEW STATION
 LD0689'SURFACE MARK WAS SET HOLDING THE PLUMB POINT OF THE UNDERGROUND
 LD0689'MARK.  REFERENCE MARK 1 WAS DESTROYED AT THE PROPERTY OWNERS REQUEST.
 LD0689'
 LD0689'STATION IS LOCATED ABOUT 9 MILES NORTH OF CHANDLERVILLE, 1 MILE S OF
 LD0689'BATH IN THE SW EDGE OF A CULTIVATED FIELD AND ON PROPERTY OF A MARVIN
 LD0689'LASCELLES WHO LIVE ALONG THE E SIDE OF STATE HIGHWAY 78 ABOUT 2 MILES
 LD0689'S OF STATION.  MR LASCELLES PHONE NUMBER IS 309 546 2442.
 LD0689'
 LD0689'TO REACH THE STATION FROM THE POST OFFICE AT BATH, GO W ON PAVED
 LD0689'STREET FOR 0.05 MILE TO STATE HIGHWAY 78.  GO S ON THE HIGHWAY FOR
 LD0689'0.55 MILE TO THE AZIMUTH MARK ON LEFT.  CONTINUE AHEAD S ON THE
 LD0689'HIGHWAY FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT, GO E ON A SAND
 LD0689'ROAD FOR 0.4 MILE TO WHERE SAND ROAD TURNS TO THE NORTH AND STATION
 LD0689'AHEAD AS DESCRIBED.
 LD0689'
 LD0689'STATION MARK DISKS ARE STANDARD DISK, STAMPED---CHANDLERVILLE NORTH
 LD0689'BASE 1934 1980---.  IT IS 156.5 FT NE OF A CORNER FENCE POST, 155 FT
 LD0689'NE OF A METAL WITNESS POST, 123 FT N OF CENTER LINE OF EXTENDED ROAD
 LD0689'TO THE WEST, 95 FT E OF CENTER LINE OF ROAD, 75 FT E OF A METAL
 LD0689'WITNESS POST AN AT THE HIGHEST POINT OF SAND HILL IN FIELD.  THE MARK
 LD0689'IS UNDER THE SURFACE 16 INCHES.
 LD0689'
 LD0689'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CHANDLERVILLE NORTH
 LD0689'BASE 1934 NO 3 1980---.  IT IS 20 FT E OF CENTERLINE OF ROAD, 1 FT
 LD0689'S OF A METAL WITNESS POST, 1 FT NE OF A CORNER FENCE POST AND 0.5 FT
 LD0689'E OF FENCE LINE.  THE MARK PROJECTS 1 INCH.
 LD0689'
 LD0689'REFERENCE MARK 4 IS A STANDARD 3 FT CAST ALUMINUM REFERENCE MARK, IT
 LD0689'IS STAMPED---CHANDLERVILLE NORTH BASE 1934 NO 4 1980---.  IT IS 19 FT
 LD0689'E OF CENTERLINE OF ROAD, 18 FT S OF A LARGE WOODEN GATE POST AND 1 FT
 LD0689'S OF A METAL WITNESS POST.  THE MARK PROJECTS 1 INCH.
 LD0689'
 LD0689'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK,
 LD0689'STAMPED---.  CHANDLERVILLE NORTH BASE 1934 AZIMUTH---.  IT IS 50 FT E
 LD0689'OF CENTERLINE OF HIGHWAY, 50 FT NW OF NW CORNER OF HOUSE AND 41 FT N
 LD0689'OF LONE PINE TREE.  THE MARK PROJECTS 18 INCHES.
 LD0689
 LD0689                          STATION RECOVERY (1980)
 LD0689
 LD0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LD0689'1.0 MI SOUTH FROM BATH.
 LD0689'ABOUT 0.05 MILE WEST ALONG PAVED STREET FROM THE POST OFFICE AT THE
 LD0689'TOWN OF BATH, THENCE 1.05 SOUTH ALONG STATE HIGHWAY 78, THENCE 0.4
 LD0689'MILE EAST ALONG A SAND ROAD, 156.5 FEET NORTHEAST OF CORNER FENCE
 LD0689'POST, 123 FEET NORTH OF CENTERLINE OF EXTENDED SAND ROAD TO THE WEST,
 LD0689'95 FEET EAST OF CENTERLINE OF ROAD, 155.68 FEET NORTHEAST OF REFERENCE
 LD0689'MARK 3, AND 75.46 FEET EAST OF REFERENCE MARK 4.
 LD0689'THE MARK IS 75 FT  E FROM A WITNESS POST.
 LD0689'THE MARK IS 1.0 FT ABOVE SAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0216 ***********************************************************************
 LD0216  DESIGNATION -  CHANDLERVILLE S BASE RM 2
 LD0216  PID         -  LD0216
 LD0216  STATE/COUNTY-  IL/MASON
 LD0216  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0216
 LD0216                         *CURRENT SURVEY CONTROL
 LD0216  ___________________________________________________________________
 LD0216* NAD 83(1986)-  40 05 27.     (N)    090 08 40.     (W)     SCALED    
 LD0216* NAVD 88     -       146.210  (meters)     479.69   (feet)  ADJUSTED  
 LD0216  ___________________________________________________________________
 LD0216  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LD0216  DYNAMIC HT  -         146.135 (meters)     479.44  (feet)  COMP
 LD0216  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 LD0216
 LD0216  VERT ORDER  -  FIRST     CLASS II
 LD0216
 LD0216.The horizontal coordinates were scaled from a topographic map and have
 LD0216.an estimated accuracy of +/- 6 seconds.
 LD0216
 LD0216.The orthometric height was determined by differential leveling
 LD0216.and adjusted by the National Geodetic Survey in June 1991..
 LD0216
 LD0216.The geoid height was determined by GEOID03.
 LD0216
 LD0216.The dynamic height is computed by dividing the NAVD 88
 LD0216.geopotential number by the normal gravity value computed on the
 LD0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0216.degrees latitude (g = 980.6199 gals.).
 LD0216
 LD0216.The modeled gravity was interpolated from observed gravity values.
 LD0216
 LD0216;                    North         East    Units  Estimated Accuracy
 LD0216;SPC IL W     -   380,070.      701,900.      MT  (+/- 180 meters Scaled)
 LD0216
 LD0216                          SUPERSEDED SURVEY CONTROL
 LD0216
 LD0216  NGVD 29 (??/??/92)  146.309  (m)          480.02   (f) ADJ UNCH    1 2
 LD0216
 LD0216.Superseded values are not recommended for survey control.
 LD0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0216.See file dsdata.txt to determine how the superseded data were derived.
 LD0216
 LD0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE434417(NAD 83)
 LD0216_MARKER: DR = REFERENCE MARK DISK
 LD0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0216_STAMPING: CHANDLERVILLE SOUTH BASE NO 2 1934
 LD0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0216+STABILITY: SURFACE MOTION
 LD0216
 LD0216  HISTORY     - Date     Condition        Report By
 LD0216  HISTORY     - 1934     MONUMENTED       CGS
 LD0216  HISTORY     - 1961     GOOD             NGS
 LD0216
 LD0216                          STATION DESCRIPTION
 LD0216
 LD0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0216'3.2 MI N FROM CHANDLERVILLE.
 LD0216'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE JUNCTION OF
 LD0216'LAKE STREET AT CHANDLERVILLE, THENCE 0.45 MILE EAST ALONG A GRAVEL
 LD0216'ROAD, ALONG THE OLD ABANDONED RAILROAD, 198 FEET NORTH OF THE
 LD0216'CENTER LINE OF THE GRAVEL ROAD, 63.2 FEET EAST OF A WIRE FENCE
 LD0216'ALONG THE WEST SIDE OF THE OLD RAILROAD BED, 207.7 FEET
 LD0216'SOUTH-SOUTHWEST OF THE STATION, 2 FEET WEST OF THE WEST EDGE OF
 LD0216'A CULTIVATED FIELD, 1.5 FEET EAST OF A METAL WITNESS POST, SET
 LD0216'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0217 ***********************************************************************
 LD0217  DESIGNATION -  CHANDLERVILLE S BASE
 LD0217  PID         -  LD0217
 LD0217  STATE/COUNTY-  IL/MASON
 LD0217  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0217
 LD0217                         *CURRENT SURVEY CONTROL
 LD0217  ___________________________________________________________________
 LD0217* NAD 83(1997)-  40 05 25.68266(N)    090 08 42.75235(W)     ADJUSTED  
 LD0217* NAVD 88     -       148.348  (meters)     486.71   (feet)  ADJUSTED  
 LD0217  ___________________________________________________________________
 LD0217  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 LD0217  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LD0217  DYNAMIC HT  -         148.272 (meters)     486.46  (feet)  COMP
 LD0217  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 LD0217
 LD0217  HORZ ORDER  -  FIRST
 LD0217  VERT ORDER  -  FIRST     CLASS II
 LD0217
 LD0217.The horizontal coordinates were established by classical geodetic methods
 LD0217.and adjusted by the National Geodetic Survey in October 1999..
 LD0217
 LD0217.The orthometric height was determined by differential leveling
 LD0217.and adjusted by the National Geodetic Survey in June 1991..
 LD0217
 LD0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0217
 LD0217.The geoid height was determined by GEOID03.
 LD0217
 LD0217.The dynamic height is computed by dividing the NAVD 88
 LD0217.geopotential number by the normal gravity value computed on the
 LD0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0217.degrees latitude (g = 980.6199 gals.).
 LD0217
 LD0217.The modeled gravity was interpolated from observed gravity values.
 LD0217
 LD0217;                    North         East     Units Scale Factor Converg.
 LD0217;SPC IL W     -   380,032.521   701,829.826   MT  0.99994122   +0 00 49.7
 LD0217;SPC IL W     - 1,246,823.36  2,302,586.69   sFT  0.99994122   +0 00 49.7
 LD0217;UTM  15      - 4,441,704.776   743,379.586   MT  1.00032925   +1 50 21.8
 LD0217
 LD0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0217!SPC IL W     -   0.99998188  x   0.99994122  =   0.99992310
 LD0217!UTM  15      -   0.99998188  x   1.00032925  =   1.00031112
 LD0217
 LD0217|---------------------------------------------------------------------|
 LD0217| PID    Reference Object                     Distance      Geod. Az  |
 LD0217|                                                           dddmmss.s |
 LD0217| LD0218 CHANDLERVILLE S BASE RM 1            61.439 METERS 10718     |
 LD0217| LD0216 CHANDLERVILLE S BASE RM 2            63.316 METERS 19345     |
 LD0217| LD0219 CHANDLERVILLE S BASE AZ MK                         2871415.2 |
 LD0217|---------------------------------------------------------------------|
 LD0217
 LD0217                          SUPERSEDED SURVEY CONTROL
 LD0217
 LD0217  NAD 83(1997)-  40 05 25.68710(N)    090 08 42.75490(W) AD(       ) 1
 LD0217  NAD 83(1986)-  40 05 25.69316(N)    090 08 42.74480(W) AD(       ) 1
 LD0217  NAD 27      -  40 05 25.52500(N)    090 08 42.31600(W) AD(       ) 1
 LD0217  NGVD 29 (??/??/92)  148.447  (m)          487.03   (f) ADJ UNCH    1 2
 LD0217
 LD0217.Superseded values are not recommended for survey control.
 LD0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0217.See file dsdata.txt to determine how the superseded data were derived.
 LD0217
 LD0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4338041705(NAD 83)
 LD0217_MARKER: DS = TRIANGULATION STATION DISK
 LD0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0217_STAMPING: CHANDLERVILLE SOUTH BASE 1934
 LD0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0217+STABILITY: SURFACE MOTION
 LD0217
 LD0217  HISTORY     - Date     Condition        Report By
 LD0217  HISTORY     - 1934     MONUMENTED       CGS
 LD0217  HISTORY     - 1934     GOOD             CGS
 LD0217  HISTORY     - 1961     GOOD             NGS
 LD0217  HISTORY     - 1971     GOOD             LOCENG
 LD0217
 LD0217                          STATION DESCRIPTION
 LD0217
 LD0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0217'STATION IS ABOUT 3 MILES N OF CHANDLERVILLE, 1 MILE S OF
 LD0217'SAIDORA, ON THE E SIDE OF A BRANCH LINE OF THE CHICAGO, SPRINGFIELD
 LD0217'AND ST. LOUIS RAILWAY, AND 0.45 MILE E OF STATE HIGHWAY
 LD0217'78.  THE MARK IS 80.8 FEET (SLOPE) E OF THE E RAIL, 20 FEET
 LD0217'SE OF THE EDGE OF A BORROW-PIT ON THE SW SLOPE OF A HILL,
 LD0217'397 FEET N OF A CROSSING AT R.R. STATION WOLF LAKE (STATION
 LD0217'CONSISTS OF A SIGNBOARD AND SIGNAL), AND PROJECTS 3 INCHES.
 LD0217'
 LD0217'TO REACH FROM CHANDLERVILLE, GO N ON STATE HIGHWAY 78 FOR
 LD0217'3 MILE.  TURN E ON CROSS ROAD AND GO 0.45 MILE TO THE STATION
 LD0217'WHICH IS 397 FEET N OF THE R.R. CROSSING.
 LD0217'
 LD0217'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LD0217'BRONZE DISKS SET IN CONCRETE.
 LD0217'
 LD0217'REFERENCE MARK NO. 1 IS ESE OF THE STATION, IN AN E-W FENCE
 LD0217'LINE ALONG THE S SIDE OF A FARM ROAD, 280.37 FEET NE OF
 LD0217'REFERENCE MARK NO. 2, AND PROJECTS 4 INCHES.  REFERENCE
 LD0217'MARK NO. 2 IS S OF THE STATION, 30.6 FEET E OF THE E RAIL,
 LD0217'190 FEET N OF THE CROSSING, AND PROJECTS 3 INCHES.
 LD0217'
 LD0217'AZIMUTH MARK IS WNW OF THE STATION, IN THE E RIGHT-OF-WAY
 LD0217'FENCE LINE OF STATE HIGHWAY 78, 0.2 MILE N OF CROSS ROAD,
 LD0217'AND PROJECTS 3 INCHES.
 LD0217'
 LD0217'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
 LD0217'
 LD0217'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 LD0217
 LD0217                          STATION RECOVERY (1934)
 LD0217
 LD0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HEB)
 LD0217'ABOUT 3 MILES N OF CHANDLERVILLE.  THE STATION WAS FOUND
 LD0217'TO BE IN GOOD CONDITION, AND LOCATED AS DESCRIBED.  MARK
 LD0217'IS 20.43 METERS (67.0 FEET) EAST OF THE E RAIL.  POINT OPPOSITE
 LD0217'STATION ON R.R. IS 391 FEET N OF THE CENTER LINE OF ROAD
 LD0217'CROSSING.
 LD0217'
 LD0217'REFERENCE MARK NO. 1 IS ABOUT 225 FEET E OF E RAIL, 317
 LD0217'FEET N OF WOLF LAKE CROSSING, AND NOW PROJECTS ABOUT 6 INCHES.
 LD0217'REFERENCE MARK NO. 2 NOW PROJECTS ABOUT 6 INCHES, RECOVERED
 LD0217'AS DESCRIBED.
 LD0217'
 LD0217'AZIMUTH MARK IS 41.4 FEET E OF STATE HIGHWAY 78.  ALL MARKS
 LD0217'FOUND TO BE IN GOOD CONDITION.
 LD0217
 LD0217                          STATION RECOVERY (1961)
 LD0217
 LD0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LD0217'3.2 MI N FROM CHANDLERVILLE.
 LD0217'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 LD0217'OF LAKE STREET IN CHANDLERVILLE, THENCE 0.45 MILE EAST ALONG
 LD0217'A GRAVEL ROAD, ALONG AN ABANDONED RAILROAD, 405 FEET NORTH OF THE
 LD0217'CENTER LINE OF THE GRAVEL ROAD, 113.8 FEET EAST OF A WIRE FENCE
 LD0217'ON THE WEST SIDE OF THE OLD RAILROAD BED, 207.7 FEET
 LD0217'NORTH-NORTHEAST OF REFERENCE MARK NO. 2, 201.6 FEET NORTHWEST OF
 LD0217'REFERENCE MARK NO. 1, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 LD0217'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 LD0217'LEVEL OF THE GROUND.
 LD0217
 LD0217                          STATION RECOVERY (1971)
 LD0217
 LD0217'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ARS)
 LD0217'STATION RECOVERED BY SURDEX CORPORATION.
 LD0217'
 LD0217'RECOVERED ALL MARKS AS PUBLISHED FEB. 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0218 ***********************************************************************
 LD0218  DESIGNATION -  CHANDLERVILLE S BASE RM 1
 LD0218  PID         -  LD0218
 LD0218  STATE/COUNTY-  IL/MASON
 LD0218  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0218
 LD0218                         *CURRENT SURVEY CONTROL
 LD0218  ___________________________________________________________________
 LD0218* NAD 83(1986)-  40 05 27.     (N)    090 08 40.     (W)     SCALED    
 LD0218* NAVD 88     -       149.010  (meters)     488.88   (feet)  ADJUSTED  
 LD0218  ___________________________________________________________________
 LD0218  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LD0218  DYNAMIC HT  -         148.934 (meters)     488.63  (feet)  COMP
 LD0218  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 LD0218
 LD0218  VERT ORDER  -  FIRST     CLASS II
 LD0218
 LD0218.The horizontal coordinates were scaled from a topographic map and have
 LD0218.an estimated accuracy of +/- 6 seconds.
 LD0218
 LD0218.The orthometric height was determined by differential leveling
 LD0218.and adjusted by the National Geodetic Survey in June 1991..
 LD0218
 LD0218.The geoid height was determined by GEOID03.
 LD0218
 LD0218.The dynamic height is computed by dividing the NAVD 88
 LD0218.geopotential number by the normal gravity value computed on the
 LD0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0218.degrees latitude (g = 980.6199 gals.).
 LD0218
 LD0218.The modeled gravity was interpolated from observed gravity values.
 LD0218
 LD0218;                    North         East    Units  Estimated Accuracy
 LD0218;SPC IL W     -   380,070.      701,900.      MT  (+/- 180 meters Scaled)
 LD0218
 LD0218                          SUPERSEDED SURVEY CONTROL
 LD0218
 LD0218  NGVD 29 (??/??/92)  149.109  (m)          489.20   (f) ADJ UNCH    1 2
 LD0218
 LD0218.Superseded values are not recommended for survey control.
 LD0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0218.See file dsdata.txt to determine how the superseded data were derived.
 LD0218
 LD0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE434417(NAD 83)
 LD0218_MARKER: DR = REFERENCE MARK DISK
 LD0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0218_STAMPING: CHANDLERVILLE SOUTH BASE NO 1 1934
 LD0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0218+STABILITY: SURFACE MOTION
 LD0218
 LD0218  HISTORY     - Date     Condition        Report By
 LD0218  HISTORY     - 1934     MONUMENTED       CGS
 LD0218  HISTORY     - 1961     GOOD             NGS
 LD0218
 LD0218                          STATION DESCRIPTION
 LD0218
 LD0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0218'3.2 MI S FROM CHANDLERVILLE.
 LD0218'ABOUT 2.8 MILES NORTH ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 LD0218'WITH LAKE STREET AT CHANDLERVILLE, THENCE 0.45 MILE EAST ALONG
 LD0218'A GRAVEL ROAD, ALONG AN OLD ABANDONED RAILROAD BED, 327 FEET
 LD0218'NORTH OF THE CENTER LINE OF THE EAST-WEST GRAVEL ROAD, 201.6
 LD0218'FEET SOUTH OF THE STATION, 306 FEET EAST OF A FENCE LINE ALONG
 LD0218'THE WEST SIDE OF THE ABONDED TRACK, 38 FEET SOUTH OF A FARM
 LD0218'ROAD LEADING EAST, 280.4 FEET NORTHEAST OF REFERENCE MARK NO. 2,
 LD0218'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 LD0218'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0219 ***********************************************************************
 LD0219  DESIGNATION -  CHANDLERVILLE S BASE AZ MK
 LD0219  PID         -  LD0219
 LD0219  STATE/COUNTY-  IL/MASON
 LD0219  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0219
 LD0219                         *CURRENT SURVEY CONTROL
 LD0219  ___________________________________________________________________
 LD0219* NAD 83(1986)-  40 05 32.     (N)    090 09 13.     (W)     SCALED    
 LD0219* NAVD 88     -       143.128  (meters)     469.58   (feet)  ADJUSTED  
 LD0219  ___________________________________________________________________
 LD0219  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LD0219  DYNAMIC HT  -         143.054 (meters)     469.34  (feet)  COMP
 LD0219  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 LD0219
 LD0219  VERT ORDER  -  FIRST     CLASS II
 LD0219
 LD0219.The horizontal coordinates were scaled from a topographic map and have
 LD0219.an estimated accuracy of +/- 6 seconds.
 LD0219
 LD0219.The orthometric height was determined by differential leveling
 LD0219.and adjusted by the National Geodetic Survey in June 1991..
 LD0219
 LD0219.The geoid height was determined by GEOID03.
 LD0219
 LD0219.The dynamic height is computed by dividing the NAVD 88
 LD0219.geopotential number by the normal gravity value computed on the
 LD0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0219.degrees latitude (g = 980.6199 gals.).
 LD0219
 LD0219.The modeled gravity was interpolated from observed gravity values.
 LD0219
 LD0219;                    North         East    Units  Estimated Accuracy
 LD0219;SPC IL W     -   380,230.      701,110.      MT  (+/- 180 meters Scaled)
 LD0219
 LD0219                          SUPERSEDED SURVEY CONTROL
 LD0219
 LD0219  NGVD 29 (??/??/92)  143.227  (m)          469.90   (f) ADJ UNCH    1 2
 LD0219
 LD0219.Superseded values are not recommended for survey control.
 LD0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0219.See file dsdata.txt to determine how the superseded data were derived.
 LD0219
 LD0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE426418(NAD 83)
 LD0219_MARKER: DR = REFERENCE MARK DISK
 LD0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0219_STAMPING: CHANDLERVILLE SOUTH BASE AZIMUTH 1934
 LD0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0219+STABILITY: SURFACE MOTION
 LD0219
 LD0219  HISTORY     - Date     Condition        Report By
 LD0219  HISTORY     - 1934     MONUMENTED       CGS
 LD0219  HISTORY     - 1961     GOOD             NGS
 LD0219
 LD0219                          STATION DESCRIPTION
 LD0219
 LD0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0219'3 MI N FROM CHANDLERVILLE.
 LD0219'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 78 FROM THE JUNCTION
 LD0219'OF LAKE STREET IN CHANDLERVILLE, 0.2 MILE NORTH OF THE CROSSING
 LD0219'OF A EAST-WEST GRAVEL ROAD, 41.5 FEET EAST OF THE CENTER LINE OF THE
 LD0219'HIGHWAY, 3 1/2 FEET SOUTHEAST OF POWER LINE POLE NO. 22 A 4,
 LD0219'0.5 FOOT EAST OF A HIGHWAY FENCE, 0.1 MILE SOUTH OF A T FENCE
 LD0219'CORNER, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 LD0219'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2062 ***********************************************************************
 JB2062  DESIGNATION -  CHAPEL
 JB2062  PID         -  JB2062
 JB2062  STATE/COUNTY-  IL/ST CLAIR
 JB2062  USGS QUAD   -  LEBANON (1991)
 JB2062
 JB2062                         *CURRENT SURVEY CONTROL
 JB2062  ___________________________________________________________________
 JB2062* NAD 83(1986)-  38 32 47.     (N)    089 50 39.     (W)     SCALED    
 JB2062* NAVD 88     -       132.282  (meters)     434.00   (feet)  ADJUSTED  
 JB2062  ___________________________________________________________________
 JB2062  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB2062  DYNAMIC HT  -         132.199 (meters)     433.72  (feet)  COMP
 JB2062  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JB2062
 JB2062  VERT ORDER  -  SECOND    CLASS II
 JB2062
 JB2062.The horizontal coordinates were scaled from a topographic map and have
 JB2062.an estimated accuracy of +/- 6 seconds.
 JB2062
 JB2062.The orthometric height was determined by differential leveling
 JB2062.and adjusted by the National Geodetic Survey in August 1995..
 JB2062
 JB2062.The geoid height was determined by GEOID03.
 JB2062
 JB2062.The dynamic height is computed by dividing the NAVD 88
 JB2062.geopotential number by the normal gravity value computed on the
 JB2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB2062.degrees latitude (g = 980.6199 gals.).
 JB2062
 JB2062.The modeled gravity was interpolated from observed gravity values.
 JB2062
 JB2062;                    North         East    Units  Estimated Accuracy
 JB2062;SPC IL W     -   208,670.      728,110.      MT  (+/- 180 meters Scaled)
 JB2062
 JB2062                          SUPERSEDED SURVEY CONTROL
 JB2062
 JB2062.No superseded survey control is available for this station.
 JB2062
 JB2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH521702(NAD 83)
 JB2062_MARKER: DB = BENCH MARK DISK
 JB2062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB2062_SP_SET: CONCRETE BLOCK
 JB2062_STAMPING: CHAPEL  1965
 JB2062_MARK LOGO: USE   
 JB2062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JB2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB2062
 JB2062  HISTORY     - Date     Condition        Report By
 JB2062  HISTORY     - 1965     MONUMENTED       USE
 JB2062  HISTORY     - 19881206 GOOD             USGS
 JB2062
 JB2062                          STATION DESCRIPTION
 JB2062
 JB2062'DESCRIBED BY US GEOLOGICAL SURVEY 1988
 JB2062'AT SCOTT AIR FORCE BASE, APPROXIMATELY 1 MILE (1.6 KM) NORTH AND 1.1
 JB2062'MILE (1.8 KM) EAST OF MAIN GATE, NEAR CHAPEL 2, 30.7 FEET (9.4 M)
 JB2062'SOUTH AND 63.7 FEET (19.4 M) WEST OF EAST DRIVE AT A DRIVE NE TO
 JB2062'CHAPEL 2, ON TOP AND AT THE NORTHWEST CORNER OF A 5X5 FOOT CONCRETE
 JB2062'BLOCK FOR A STORM SEWER, A STANDARD TABLET SET IN THE CONCRETE BLOCK,
 JB2062'AND 3.3 FEET (1.0 M) ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0855 ***********************************************************************
 NJ0855  DESIGNATION -  CHARLES
 NJ0855  PID         -  NJ0855
 NJ0855  STATE/COUNTY-  IL/JO DAVIESS
 NJ0855  USGS QUAD   -  SHULLSBURG (1976)
 NJ0855
 NJ0855                         *CURRENT SURVEY CONTROL
 NJ0855  ___________________________________________________________________
 NJ0855* NAD 83(1997)-  42 30 14.55903(N)    090 14 23.01402(W)     ADJUSTED  
 NJ0855* NAVD 88     -       376.4    (meters)    1235.     (feet)  GPS OBS   
 NJ0855  ___________________________________________________________________
 NJ0855  X           -     -19,704.982 (meters)                     COMP
 NJ0855  Y           -  -4,709,564.878 (meters)                     COMP
 NJ0855  Z           -   4,287,277.942 (meters)                     COMP
 NJ0855  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 NJ0855  ELLIP HEIGHT-         343.39  (meters)          (12/06/04) GPS OBS
 NJ0855  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NJ0855
 NJ0855  HORZ ORDER  -  FIRST
 NJ0855  ELLP ORDER  -  FOURTH    CLASS I
 NJ0855
 NJ0855.The horizontal coordinates were established by GPS observations
 NJ0855.and adjusted by the National Geodetic Survey in September 1998..
 NJ0855
 NJ0855.The orthometric height was determined by GPS observations and a
 NJ0855.high-resolution geoid model.
 NJ0855
 NJ0855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0855
 NJ0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0855
 NJ0855.The ellipsoidal height was determined by GPS observations
 NJ0855.and is referenced to NAD 83.
 NJ0855
 NJ0855.The geoid height was determined by GEOID03.
 NJ0855
 NJ0855;                    North         East     Units Scale Factor Converg.
 NJ0855;SPC IL W     -   648,070.185   693,995.326   MT  0.99994162   -0 02 57.7
 NJ0855;SPC IL W     - 2,126,210.27  2,276,883.00   sFT  0.99994162   -0 02 57.7
 NJ0855;SPC WI S     -    56,024.187   580,294.981   MT  1.00005411   -0 09 53.0
 NJ0855;SPC WI S     -   183,806.02  1,903,851.12   sFT  1.00005411   -0 09 53.0
 NJ0855;UTM  15      - 4,709,434.676   726,794.192   MT  1.00023288   +1 51 56.7
 NJ0855
 NJ0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0855!SPC IL W     -   0.99994615  x   0.99994162  =   0.99988777
 NJ0855!SPC WI S     -   0.99994615  x   1.00005411  =   1.00000026
 NJ0855!UTM  15      -   0.99994615  x   1.00023288  =   1.00017902
 NJ0855
 NJ0855|---------------------------------------------------------------------|
 NJ0855| PID    Reference Object                     Distance      Geod. Az  |
 NJ0855|                                                           dddmmss.s |
 NJ0855| CI8364 CHARLES RM 1                         17.352 METERS 26408     |
 NJ0855| NJ0859 CUBA CITY MUNICIPAL TANK            APPROX.19.3 KM 3060950.8 |
 NJ0855| NJ0860 CUBA CITY CHURCH SPIRE              APPROX.19.6 KM 3061121.5 |
 NJ0855| CI8363 CHARLES AZ MK                                      3334937.0 |
 NJ0855| CI8365 CHARLES RM 2                         16.164 METERS 34656     |
 NJ0855|---------------------------------------------------------------------|
 NJ0855
 NJ0855                          SUPERSEDED SURVEY CONTROL
 NJ0855
 NJ0855  ELLIP H (09/15/98)  343.46   (m)                       GP(       ) 3 1
 NJ0855  NAD 83(1997)-  42 30 14.55506(N)    090 14 23.02079(W) AD(       ) 1
 NJ0855  NAD 83(1986)-  42 30 14.55247(N)    090 14 23.02116(W) AD(       ) 1
 NJ0855  NAD 27      -  42 30 14.53800(N)    090 14 22.56500(W) AD(       ) 1
 NJ0855
 NJ0855.Superseded values are not recommended for survey control.
 NJ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0855.See file dsdata.txt to determine how the superseded data were derived.
 NJ0855
 NJ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2679409435(NAD 83)
 NJ0855_MARKER: DS = TRIANGULATION STATION DISK
 NJ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0855_PROJECTION: FLUSH
 NJ0855_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0855+STABILITY: SURFACE MOTION
 NJ0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0855+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1996
 NJ0855
 NJ0855  HISTORY     - Date     Condition        Report By
 NJ0855  HISTORY     - 1935     MONUMENTED       CGS
 NJ0855  HISTORY     - 19960815 GOOD             SECI
 NJ0855  HISTORY     - 19970103 MARK NOT FOUND   USPSQD
 NJ0855
 NJ0855                          STATION DESCRIPTION
 NJ0855
 NJ0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0855'STATION IS ABOUT 7 MILES WEST OF APPLE RIVER, ILLINOIS, ABOUT
 NJ0855'5 MILES SOUTH OF SHULLSBURG, WISCONSIN, ABOUT 2 MILES NNE
 NJ0855'OF SCALES MOUND, ILLINOIS, ABOUT 0.2 MILE SOUTH OF THE
 NJ0855'ILLINOIS-WISCONSIN STATE LINE, IN SW PART OF FRACTIONAL SEC. 13,
 NJ0855'T 29 N, R 2 E, ON CREST OF CHARLES MOUND WHICH IS ON FARM OWNED
 NJ0855'BY THE JOHN GLENVILLE ESTATE AND OCCUPIED BY LESLIE STIEFEL,
 NJ0855'ABOUT 0.15 MILE NORTH OF THE HOUSE, ABOUT 0.1 MILE EAST OF WEST
 NJ0855'END OF THE MOUND, 60 FEET NORTH OF TRIANGULAR-BLAZED LONE
 NJ0855'30-INCH BLACK WALNUT TREE, 78 FEET ENE OF TRIANGULAR-BLAZED
 NJ0855'24-INCH POST OAK TREE, 100 FEET SSW OF THE LONE 15-INCH
 NJ0855'BLACK WALNUT TREE THAT STANDS ON NORTH SLOPE OF MOUND, 114
 NJ0855'FEET WEST OF THE LONE 12-INCH RED HAW TREE.  THE MARK
 NJ0855'PROJECTS 5 INCHES.
 NJ0855'
 NJ0855'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NJ0855'TABLETS SET IN CONCRETE.
 NJ0855'
 NJ0855'AZIMUTH MARK IS NNW OF STATION, IN NW ANGLE OF THE JUNCTION OF
 NJ0855'WISCONSIN COUNTY ROUTES O AND U, 30 FEET WEST OF CENTERLINE OF
 NJ0855'COUNTY O, 30 FEET NORTH OF CENTERLINE OF COUNTY U, DIRECTLY
 NJ0855'ACROSS ROAD FROM CHARLES E. LAITYS HOUSE, 10 FEET NNW OF WEST
 NJ0855'END OF THE CONCRETE ABUTMENT.  IT IS FLUSH WITH THE SURFACE.
 NJ0855'
 NJ0855'R.M. NO. 1 IS WEST OF STATION, 37 FEET NNE OF THE
 NJ0855'TRIANGULAR-BLAZED 24-INCH POST OAK TREE, 81 FEET NW OF THE LONE
 NJ0855'TRIANGULAR-BLAZED 30-INCH BLACK WALNUT TREE.  IT PROJECTS 6
 NJ0855'INCHES.
 NJ0855'
 NJ0855'R.M. NO. 2 IS NORTH OF STATION, 59 FEET SW OF THE LONE 15-INCH
 NJ0855'BLACK WALNUT TREE, 130 FEET WNW OF THE 12-INCH RED HAW TREE,
 NJ0855'72.76 FEET NE OF R.M. NO. 1.  IT PROJECTS 6 INCHES.
 NJ0855'
 NJ0855'TO REACH FROM THE POST OFFICE IN SCALES MOUND, GO EAST 0.05
 NJ0855'MILE TO STREET LEADING NORTH.  THENCE NORTH 0.3 MILE TO AN
 NJ0855'EAST-WEST ROAD.  THENCE EAST, NORTH, AND EAST ON ONLY DIRT
 NJ0855'ROAD 1.2 MILES TO LANE LEADING NORTH JUST WEST OF A DITCH.
 NJ0855'THENCE NORTH ON LANE 0.5 MILE TO A WOOD GATE.  THENCE CONTINUE
 NJ0855'NORTH THRU GATE AND THEN SWING LEFT AND FOLLOW TRAIL UP THE
 NJ0855'HILL AND ACROSS THE PASTURE 0.4 MILE TO MR. STIEFELS HOUSE AND
 NJ0855'BARN-YARD.  THENCE THRU BARN-YARD AND THENCE STRAIGHT NORTH
 NJ0855'ABOUT 0.15 MILE TO CREST OF THE MOUND AND STATION.
 NJ0855'
 NJ0855'A 60-FOOT SIGNAL AT HARKINS COMES INTO VIEW AT 25 FEET.
 NJ0855'
 NJ0855'AN 87-FOOT SIGNAL AT PECATONICA IS VISIBLE FROM THE GROUND.
 NJ0855'
 NJ0855'A 47-FOOT SIGNAL AT HOLLAND IS VISIBLE FROM THE GROUND.
 NJ0855'
 NJ0855'A 74 FOOT SIGNAL AT U.S.G.S.P.T. 23 1906 IS VISIBLE FROM THE
 NJ0855'GROUND.
 NJ0855'
 NJ0855'AN 87-FOOT SIGNAL AT VINEGAR IS VISIBLE FROM THE GROUND.
 NJ0855'
 NJ0855'AN 87-FOOT SIGNAL AT CUBA IS VISIBLE FROM THE GROUND.
 NJ0855'
 NJ0855'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTHS.
 NJ0855'
 NJ0855'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 NJ0855
 NJ0855                          STATION RECOVERY (1996)
 NJ0855
 NJ0855'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0855'RECOVERED AS DESCRIBED EXCEPT THAT THE CURRENT OWNERS ARE WAYNE AND
 NJ0855'JEAN WUEBBELS.
 NJ0855
 NJ0855                          STATION RECOVERY (1997)
 NJ0855
 NJ0855'RECOVERY NOTE BY US POWER SQUADRON 1997
 NJ0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2973 ***********************************************************************
 AJ2973  DESIGNATION -  CHARLES
 AJ2973  PID         -  AJ2973
 AJ2973  STATE/COUNTY-  IL/MCHENRY
 AJ2973  USGS QUAD   -  WOODSTOCK (1982)
 AJ2973
 AJ2973                         *CURRENT SURVEY CONTROL
 AJ2973  ___________________________________________________________________
 AJ2973* NAD 83(1997)-  42 21 37.99989(N)    088 26 34.60068(W)     ADJUSTED  
 AJ2973* NAVD 88     -       268.1    (meters)     880.     (feet)  GPS OBS   
 AJ2973  ___________________________________________________________________
 AJ2973  X           -     128,261.333 (meters)                     COMP
 AJ2973  Y           -  -4,718,537.351 (meters)                     COMP
 AJ2973  Z           -   4,275,439.542 (meters)                     COMP
 AJ2973  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AJ2973  ELLIP HEIGHT-         234.13  (meters)          (02/03/05) GPS OBS
 AJ2973  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AJ2973
 AJ2973  HORZ ORDER  -  FIRST
 AJ2973  ELLP ORDER  -  FOURTH    CLASS II
 AJ2973
 AJ2973.The horizontal coordinates were established by GPS observations
 AJ2973.and adjusted by the National Geodetic Survey in April 2001..
 AJ2973
 AJ2973.The orthometric height was determined by GPS observations and a
 AJ2973.high-resolution geoid model.
 AJ2973
 AJ2973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2973
 AJ2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2973
 AJ2973.The ellipsoidal height was determined by GPS observations
 AJ2973.and is referenced to NAD 83.
 AJ2973
 AJ2973.The geoid height was determined by GEOID03.
 AJ2973
 AJ2973;                    North         East     Units Scale Factor Converg.
 AJ2973;SPC IL E     -   632,156.777   290,970.291   MT  0.99997600   -0 04 25.9
 AJ2973;SPC IL E     - 2,074,001.03    954,625.03   sFT  0.99997600   -0 04 25.9
 AJ2973;UTM  16      - 4,690,817.836   381,174.552   MT  0.99977372   -0 58 20.5
 AJ2973
 AJ2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2973!SPC IL E     -   0.99996328  x   0.99997600  =   0.99993928
 AJ2973!UTM  16      -   0.99996328  x   0.99977372  =   0.99973701
 AJ2973
 AJ2973                          SUPERSEDED SURVEY CONTROL
 AJ2973
 AJ2973  ELLIP H (04/24/01)  234.17   (m)                       GP(       ) 4 1
 AJ2973
 AJ2973.Superseded values are not recommended for survey control.
 AJ2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2973.See file dsdata.txt to determine how the superseded data were derived.
 AJ2973
 AJ2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8117590818(NAD 83)
 AJ2973_MARKER: I = METAL ROD
 AJ2973_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2973_STAMPING: CHARLES
 AJ2973_MARK LOGO: IL-111
 AJ2973_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2973_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2973+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 AJ2973_ROD/PIPE-DEPTH: 14.6 meters
 AJ2973_SLEEVE-DEPTH  :  0.9 meters
 AJ2973
 AJ2973  HISTORY     - Date     Condition        Report By
 AJ2973  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2973  HISTORY     - 20060422 GOOD             USPSQD
 AJ2973
 AJ2973                          STATION DESCRIPTION
 AJ2973
 AJ2973'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2973'STATION IS LOCATED APPROXIMATELY 3.2 MI NORTH OF WOODSTOCK, 8.4 MI
 AJ2973'WEST OF MCHENRY IN SECTION 20, T45N, R7E.  STATION IS LOCATED IN THE
 AJ2973'NORTHEAST CORNER OF JUNCTION IL RT 47 AND CHARLES RD.  STATION IS
 AJ2973'LOCATED 48 FT NORTH OF CENTERLINE OF CHARLES RD, 41 FT EAST OF
 AJ2973'CENTERLINE OF IL RT 47, 80.5 FT EAST OF POWERPOLE (PP), 27 FT
 AJ2973'NORTHWEST OF PP, 62.3 FT SOUTH OF 8 IN DECIDUOUS TREE, 18 FT
 AJ2973'NORTHEAST OF CATCH BASIN,  AND 13 FT NORTH OF ORANGE FIBERGLASS
 AJ2973'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2973'CAP.  DATUM POINT IS 0.5 FT BELOW CAP.  PK NAIL SET IN WOOD PHYSICAL
 AJ2973'TIES.
 AJ2973' 
 AJ2973' 
 AJ2973' 
 AJ2973'
 AJ2973
 AJ2973                          STATION RECOVERY (2006)
 AJ2973
 AJ2973'RECOVERY NOTE BY US POWER SQUADRON 2006 (LC)
 AJ2973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1191 ***********************************************************************
 KB1191  DESIGNATION -  CHARLESTON
 KB1191  PID         -  KB1191
 KB1191  STATE/COUNTY-  IL/COLES
 KB1191  USGS QUAD   -  CHARLESTON SOUTH (1984)
 KB1191
 KB1191                         *CURRENT SURVEY CONTROL
 KB1191  ___________________________________________________________________
 KB1191* NAD 83(1997)-  39 29 06.14273(N)    088 09 47.64299(W)     ADJUSTED  
 KB1191* NAVD 88     -       214.2    (meters)     703.     (feet)  VERTCON   
 KB1191  ___________________________________________________________________
 KB1191  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KB1191  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB1191
 KB1191  HORZ ORDER  -  SECOND
 KB1191
 KB1191.The horizontal coordinates were established by classical geodetic methods
 KB1191.and adjusted by the National Geodetic Survey in October 1999..
 KB1191
 KB1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1191
 KB1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1191
 KB1191.The geoid height was determined by GEOID03.
 KB1191
 KB1191;                    North         East     Units Scale Factor Converg.
 KB1191;SPC IL E     -   312,839.666   314,633.586   MT  0.99997764   +0 06 29.4
 KB1191;SPC IL E     - 1,026,374.80  1,032,260.36   sFT  0.99997764   +0 06 29.4
 KB1191;UTM  16      - 4,371,249.972   399,963.506   MT  0.99972321   -0 44 23.0
 KB1191
 KB1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1191!SPC IL E     -   0.99997142  x   0.99997764  =   0.99994906
 KB1191!UTM  16      -   0.99997142  x   0.99972321  =   0.99969464
 KB1191
 KB1191|---------------------------------------------------------------------|
 KB1191| PID    Reference Object                     Distance      Geod. Az  |
 KB1191|                                                           dddmmss.s |
 KB1191| CI6814 CHARLESTON RM 1                      15.441 METERS 00701     |
 KB1191| CI6815 CHARLESTON RM 2                       8.380 METERS 22235     |
 KB1191| KB1190 STEVENSON                           APPROX. 1.3 KM 2513219.0 |
 KB1191|---------------------------------------------------------------------|
 KB1191
 KB1191                          SUPERSEDED SURVEY CONTROL
 KB1191
 KB1191  NAD 83(1997)-  39 29 06.14124(N)    088 09 47.64318(W) AD(       ) 2
 KB1191  NAD 83(1986)-  39 29 06.15317(N)    088 09 47.64081(W) AD(       ) 2
 KB1191  NAD 27      -  39 29 06.02573(N)    088 09 47.49652(W) AD(       ) 2
 KB1191  NGVD 29 (07/19/86)  214.3    (m)          703.     (f) VERT ANG       
 KB1191
 KB1191.Superseded values are not recommended for survey control.
 KB1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1191.See file dsdata.txt to determine how the superseded data were derived.
 KB1191
 KB1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9996471250(NAD 83)
 KB1191_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1191
 KB1191  HISTORY     - Date     Condition        Report By
 KB1191  HISTORY     - 1980     MONUMENTED       NGS
 KB1191
 KB1191                          STATION DESCRIPTION
 KB1191
 KB1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1191'THE STATION IS LOCATED ON THE EAST SIDE OF CHARLESTON, IN
 KB1191'THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS
 KB1191'16 AND 130, AND ON THE SOUTHEAST CORNER OF THE
 KB1191'CHARLESTON HIGH SCHOOL PROPERTY.  PERMISSION WAS GRANTED BY
 KB1191'MR DONALD BRETSCH, PRINCIPAL, HIS OFFICE IS IN THE SCHOOL
 KB1191'BUILDING, HIS PHONE NUMBER (217)345-2196.
 KB1191'
 KB1191'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 KB1191'AND 7TH STREET, GO EAST ON STATE HIGHWAY 16 FOR 0.8 KM
 KB1191'(0.5 MI) TO A SIDE ROAD RIGHT AND THE SOUTHWEST CORNER OF
 KB1191'THE SCHOOL YARD ON THE LEFT.  TURN LEFT AND CROSS THE WEST
 KB1191'BOUND LANES, CONTINUE NORTH TO THE SOUTH SIDE OF THE SCHOOL
 KB1191'BUILDING, THEN GO EAST FOR 0.16 KM (0.1 MI) TO THE
 KB1191'STATION ON THE LEFT.
 KB1191'
 KB1191'THE STATION IS A STANDARD NGS DISK
 KB1191'STAMPED---CHARLESTON 1980---,
 KB1191'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1191'FLUSH WITH GROUND.  IT IS LOCATED
 KB1191'48.50 METERS (159.1 FT) EAST FROM THE EAST WALL OF THE SCHOOL
 KB1191'BUILDING,
 KB1191'32.37 METERS (106.2 FT) SOUTHEAST FROM THE FLAG POLE,
 KB1191'28 METERS (92 FT) WEST FROM THE CENTER OF STATE HIGHWAY 130 AND
 KB1191'0.75 METER (2.46 FT) WEST FROM THE WEST EDGE OF THE SIDEWALK.
 KB1191'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1191'STAMPED---CHARLESTON 1980---,
 KB1191'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 KB1191'
 KB1191'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1191'STAMPED---CHARLESTON NO 1 1980---,
 KB1191'SET INTO A DRILL HOLE IN A SIDEWALK.
 KB1191'IT IS LOCATED
 KB1191'49.40 METERS (162.1 FT) EAST FROM THE EAST WALL OF THE SCHOOL
 KB1191'BUILDING,
 KB1191'28.05 METERS (92.0 FT) EAST-SOUTHEAST FROM THE FLAG POLE AND
 KB1191'0.22 METER (0.72 FT) EAST FROM THE WEST EDGE OF THE SIDE WALK.
 KB1191'MARK IS LEVEL WITH STATION.
 KB1191'
 KB1191'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1191'STAMPED---CHARLESTON NO 2 1980---,
 KB1191'SET INTO A DRILL HOLE IN A SIDEWALK.
 KB1191'IT IS LOCATED
 KB1191'38.65 METERS (126.8 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER
 KB1191'OF THE SCHOOL BUILDING,
 KB1191'36.0 METERS (118.1 FT) SOUTH-SOUTHEAST FROM THE FLAG POLE AND
 KB1191'0.25 METER (0.8 FT) SOUTH FROM THE NORTH EDGE OF THE SIDEWALK.
 KB1191'MARK IS LEVEL WITH STATION.
 KB1191'
 KB1191'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1189 ***********************************************************************
 KB1189  DESIGNATION -  CHARLESTON CABLE TV MAST
 KB1189  PID         -  KB1189
 KB1189  STATE/COUNTY-  IL/COLES
 KB1189  USGS QUAD   -  CHARLESTON SOUTH (1984)
 KB1189
 KB1189                         *CURRENT SURVEY CONTROL
 KB1189  ___________________________________________________________________
 KB1189* NAD 83(1997)-  39 28 31.61560(N)    088 08 21.66630(W)     ADJUSTED  
 KB1189* NAVD 88     -                                                        
 KB1189  ___________________________________________________________________
 KB1189  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 KB1189  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB1189
 KB1189  HORZ ORDER  -  THIRD
 KB1189
 KB1189.The horizontal coordinates were established by classical geodetic methods
 KB1189.and adjusted by the National Geodetic Survey in October 1999..
 KB1189
 KB1189
 KB1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1189
 KB1189.The geoid height was determined by GEOID03.
 KB1189
 KB1189;                    North         East     Units Scale Factor Converg.
 KB1189;SPC IL E     -   311,779.020   316,690.477   MT  0.99997843   +0 07 24.0
 KB1189;SPC IL E     - 1,022,895.00  1,039,008.67   sFT  0.99997843   +0 07 24.0
 KB1189;UTM  16      - 4,370,159.287   402,003.952   MT  0.99971823   -0 43 27.8
 KB1189
 KB1189                          SUPERSEDED SURVEY CONTROL
 KB1189
 KB1189  NAD 83(1997)-  39 28 31.61384(N)    088 08 21.66615(W) AD(       ) 4
 KB1189  NAD 83(1986)-  39 28 31.62607(N)    088 08 21.66530(W) AD(       ) 4
 KB1189  NAD 27      -  39 28 31.49856(N)    088 08 21.52878(W) AD(       ) 3
 KB1189
 KB1189.Superseded values are not recommended for survey control.
 KB1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1189.See file dsdata.txt to determine how the superseded data were derived.
 KB1189
 KB1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0200470159(NAD 83)
 KB1189_MARKER: 41 = ANTENNA MAST
 KB1189
 KB1189  HISTORY     - Date     Condition        Report By
 KB1189  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1189
 KB1189                          STATION DESCRIPTION
 KB1189
 KB1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1189'THE STATION, CHARLESTON LIBERTY TELEVISION CABLE COMPANY MAST,
 KB1189'IS THE RED
 KB1189'LIGHT ATOP A 600 FEET, RED AND WHITE, GUYED MAST. IT IS OWNED BY
 KB1189'THE LIBERTY CABLE TV COMPANY.
 KB1189'
 KB1189'THE STATION IS LOCATED ABOUT 4.8 KM SOUTHEAST OF
 KB1189'CHARLESTON, IN THE NW1/4,S19,T12N,R10E.
 KB1189'
 KB1189'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KB1189'16 AND 316 AT THE EAST EDGE OF CHARLESTON, GO WEST ON
 KB1189'STATE HIGHWAY 16 FOR 0.2 KM (0.1 MI) TO A CROSSROAD.
 KB1189'TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 2.4 KM (1.5 MI)
 KB1189'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1154 ***********************************************************************
 KB1154  DESIGNATION -  CHARLESTON MUNICIPAL N TANK
 KB1154  PID         -  KB1154
 KB1154  STATE/COUNTY-  IL/COLES
 KB1154  USGS QUAD   -  CHARLESTON NORTH (1982)
 KB1154
 KB1154                         *CURRENT SURVEY CONTROL
 KB1154  ___________________________________________________________________
 KB1154* NAD 83(1997)-  39 30 22.90893(N)    088 10 31.45877(W)     ADJUSTED  
 KB1154* NAVD 88     -                                                        
 KB1154  ___________________________________________________________________
 KB1154  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 KB1154  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB1154
 KB1154  HORZ ORDER  -  THIRD
 KB1154
 KB1154.The horizontal coordinates were established by classical geodetic methods
 KB1154.and adjusted by the National Geodetic Survey in October 1999..
 KB1154
 KB1154
 KB1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1154
 KB1154.The geoid height was determined by GEOID03.
 KB1154
 KB1154;                    North         East     Units Scale Factor Converg.
 KB1154;SPC IL E     -   315,205.193   313,582.362   MT  0.99997727   +0 06 01.7
 KB1154;SPC IL E     - 1,034,135.70  1,028,811.47   sFT  0.99997727   +0 06 01.7
 KB1154;UTM  16      - 4,373,630.197   398,947.668   MT  0.99972572   -0 44 52.1
 KB1154
 KB1154                          SUPERSEDED SURVEY CONTROL
 KB1154
 KB1154  NAD 83(1997)-  39 30 22.90590(N)    088 10 31.45867(W) AD(       ) 4
 KB1154  NAD 83(1986)-  39 30 22.91914(N)    088 10 31.45646(W) AD(       ) 4
 KB1154  NAD 27      -  39 30 22.79436(N)    088 10 31.30953(W) AD(       ) 3
 KB1154
 KB1154.Superseded values are not recommended for survey control.
 KB1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1154.See file dsdata.txt to determine how the superseded data were derived.
 KB1154
 KB1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9894873630(NAD 83)
 KB1154_MARKER: 53 = ELEVATED TANK
 KB1154
 KB1154  HISTORY     - Date     Condition        Report By
 KB1154  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1154
 KB1154                          STATION DESCRIPTION
 KB1154
 KB1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1154'THE STATION, CHARLESTON MUNICIPAL NORTH WATER TANK, IS THE TOP
 KB1154'CENTER OF A 125 FEET PEDESTAL ELEVATED WATER TANK, LIGHT GREEN
 KB1154'IN COLOR AND OWNED BY THE CITY OF CHARLESTON.
 KB1154'
 KB1154'THE STATION IS LOCATED AT THE NORTH EDGE OF CHARLESTON ON THE EAST
 KB1154'SIDE OF STATE HIGHWAY 130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2981 ***********************************************************************
 ME2981  DESIGNATION -  CHATHAM
 ME2981  PID         -  ME2981
 ME2981  STATE/COUNTY-  IL/COOK
 ME2981  USGS QUAD   -  BLUE ISLAND (1997)
 ME2981
 ME2981                         *CURRENT SURVEY CONTROL
 ME2981  ___________________________________________________________________
 ME2981* NAD 83(1997)-  41 44 42.97059(N)    087 37 46.86867(W)     ADJUSTED  
 ME2981* NAVD 88     -       179.2    (meters)     588.     (feet)  VERTCON   
 ME2981  ___________________________________________________________________
 ME2981  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 ME2981  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2981
 ME2981  HORZ ORDER  -  FIRST
 ME2981
 ME2981.The horizontal coordinates were established by classical geodetic methods
 ME2981.and adjusted by the National Geodetic Survey in October 1999..
 ME2981
 ME2981.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2981
 ME2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2981
 ME2981.The geoid height was determined by GEOID03.
 ME2981
 ME2981;                    North         East     Units Scale Factor Converg.
 ME2981;SPC IL E     -   564,049.502   358,528.371   MT  1.00001714   +0 28 06.7
 ME2981;SPC IL E     - 1,850,552.41  1,176,271.83   sFT  1.00001714   +0 28 06.7
 ME2981;UTM  16      - 4,621,685.993   447,643.338   MT  0.99963373   -0 25 09.4
 ME2981
 ME2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2981!SPC IL E     -   0.99997714  x   1.00001714  =   0.99999428
 ME2981!UTM  16      -   0.99997714  x   0.99963373  =   0.99961088
 ME2981
 ME2981|---------------------------------------------------------------------|
 ME2981| PID    Reference Object                     Distance      Geod. Az  |
 ME2981|                                                           dddmmss.s |
 ME2981| CM2863 CHATHAM RM 1                         29.450 METERS 16927     |
 ME2981| ME2962 041 COC                             483.383 METERS 2720554.4 |
 ME2981| ME2982 041 COC TPT                           4.540 METERS 27206     |
 ME2981| CM2864 CHATHAM RM 2                         29.350 METERS 30255     |
 ME2981|---------------------------------------------------------------------|
 ME2981
 ME2981                          SUPERSEDED SURVEY CONTROL
 ME2981
 ME2981  NAD 83(1997)-  41 44 42.97074(N)    087 37 46.86891(W) AD(       ) 1
 ME2981  NAD 83(1997)-  41 44 42.97523(N)    087 37 46.87812(W) AD(       ) 1
 ME2981  NAD 83(1986)-  41 44 42.97557(N)    087 37 46.87764(W) AD(       ) 1
 ME2981  NAD 27      -  41 44 42.85230(N)    087 37 46.70283(W) AD(       ) 1
 ME2981  NGVD 29 (07/19/86)  179.3    (m)          588.     (f) VERT ANG       
 ME2981
 ME2981.Superseded values are not recommended for survey control.
 ME2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2981.See file dsdata.txt to determine how the superseded data were derived.
 ME2981
 ME2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4764321686(NAD 83)
 ME2981_MARKER: DD = SURVEY DISK
 ME2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2981
 ME2981  HISTORY     - Date     Condition        Report By
 ME2981  HISTORY     - 1977     MONUMENTED       NGS
 ME2981
 ME2981                          STATION DESCRIPTION
 ME2981
 ME2981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2981'THE STATION IS LOCATED IN THE SOUTH SECTION OF CHICAGO, IN
 ME2981'THE EAST EDGE OF WEST CHATHAM CITY PARK AND WEST OF THE
 ME2981'INTERSECTION OF WEST 82ND STREET AND SOUTH WENTWORTH AVENUE.
 ME2981'ADDRESS FOR THE STATION 8200 SOUTH WENTWORTH AVENUE.
 ME2981'
 ME2981'STATION MARKS, STAMPED---CHATHAM 1977---, ARE STANDARD DISKS.
 ME2981'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2981'CONCRETE MONUMENT THAT IS 3 INCHES BELOW A CAST IRON COVER
 ME2981'WITH LETTERING, NATIONAL GEODETIC SURVEY.
 ME2981'IT IS 85 FEET SOUTH OF THE PARK
 ME2981'WALK WAY AND 24 FEET WEST OF A FENCE AROUND A TENNIS COURT.
 ME2981'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 ME2981'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 ME2981'
 ME2981'REFERENCE MARK 1, STAMPED---CHATHAM NO 1 1977---, IS A
 ME2981'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2981'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 3 FEET
 ME2981'WEST OF THE FENCE AROUND THE TENNIS COURT.
 ME2981'
 ME2981'REFERENCE MARK 2, STAMPED---CHATHAM NO 2 1977---, IS A
 ME2981'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2981'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 37 FEET
 ME2981'SOUTH-SOUTHWEST OF LIGHT POLE NUMBER C AND 11.5 FEET EAST OF
 ME2981'A 6-INCH MAPLE TREE.
 ME2981'
 ME2981'STATION MARK 041 COC CAN SERVE AS AN AZIMUTH MARK.
 ME2981'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION THEREOF.
 ME2981'
 ME2981'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1509 ***********************************************************************
 KB1509  DESIGNATION -  CHATHAM MUNICIPAL TANK
 KB1509  PID         -  KB1509
 KB1509  STATE/COUNTY-  IL/SANGAMON
 KB1509  USGS QUAD   -  CHATHAM (1976)
 KB1509
 KB1509                         *CURRENT SURVEY CONTROL
 KB1509  ___________________________________________________________________
 KB1509* NAD 83(1997)-  39 40 30.13041(N)    089 42 19.32764(W)     ADJUSTED  
 KB1509* NAVD 88     -                                                        
 KB1509  ___________________________________________________________________
 KB1509  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 KB1509  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KB1509
 KB1509  HORZ ORDER  -  THIRD
 KB1509
 KB1509.The horizontal coordinates were established by classical geodetic methods
 KB1509.and adjusted by the National Geodetic Survey in October 1999..
 KB1509
 KB1509
 KB1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1509
 KB1509.The geoid height was determined by GEOID03.
 KB1509
 KB1509;                    North         East     Units Scale Factor Converg.
 KB1509;SPC IL W     -   334,010.414   739,575.852   MT  0.99996045   +0 17 40.2
 KB1509;SPC IL W     - 1,095,832.50  2,426,425.11   sFT  0.99996045   +0 17 40.2
 KB1509;UTM  16      - 4,395,189.262   267,963.466   MT  1.00026292   -1 43 40.7
 KB1509
 KB1509                          SUPERSEDED SURVEY CONTROL
 KB1509
 KB1509  NAD 83(1986)-  39 40 30.13964(N)    089 42 19.31627(W) AD(       ) 4
 KB1509  NAD 27      -  39 40 29.95900(N)    089 42 18.96300(W) AD(       ) 3
 KB1509
 KB1509.Superseded values are not recommended for survey control.
 KB1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1509.See file dsdata.txt to determine how the superseded data were derived.
 KB1509
 KB1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6796395189(NAD 83)
 KB1509_MARKER: 53 = ELEVATED TANK
 KB1509
 KB1509  HISTORY     - Date     Condition        Report By
 KB1509  HISTORY     - 1960     FIRST OBSERVED   CGS
 KB1509  HISTORY     - 1976     GOOD             NGS
 KB1509
 KB1509                          STATION DESCRIPTION
 KB1509
 KB1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1509'THE STATION IS LOCATED ABOUT 4 MILES WEST OF U.S. HIGHWAY 66, 0.1
 KB1509'MILE SOUTH OF WALNUT STREET, 0.1 MILE WEST OF MAIN STREET AND
 KB1509'0.05 MILE SOUTHWEST OF THE POST OFFICE.
 KB1509'
 KB1509'THE STATION IS OF STEEL CONSTRUCTION HAS 4 LEGS AND IS PAINTED SILVER
 KB1509'AND IS APPROXIMATELY 100 FEET HIGH.
 KB1509'
 KB1509'THE POINT INTERSECTED WAS THE BALL ON TOP CENTER.
 KB1509
 KB1509                          STATION RECOVERY (1976)
 KB1509
 KB1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1509'THE CHATHAM MUNICIPAL WATER TANK IS LOCATED IN THE CENTER OF
 KB1509'CHATHAM, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF MAIN STREET
 KB1509'AND CHESTNUT STREET.  IT IS 100 FEET HIGH, SILVER IN COLOR, WITH
 KB1509'BLACK LETTERING CHATHAM ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1713 ***********************************************************************
 LC1713  DESIGNATION -  CHATSWORTH CATHOLIC CH SPIRE
 LC1713  PID         -  LC1713
 LC1713  STATE/COUNTY-  IL/LIVINGSTON
 LC1713  USGS QUAD   -  CHATSWORTH NORTH (1983)
 LC1713
 LC1713                         *CURRENT SURVEY CONTROL
 LC1713  ___________________________________________________________________
 LC1713* NAD 83(1997)-  40 45 32.40380(N)    088 17 26.66640(W)     ADJUSTED  
 LC1713* NAVD 88     -                                                        
 LC1713  ___________________________________________________________________
 LC1713  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 LC1713  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC1713
 LC1713  HORZ ORDER  -  THIRD
 LC1713
 LC1713.The horizontal coordinates were established by classical geodetic methods
 LC1713.and adjusted by the National Geodetic Survey in October 1999..
 LC1713
 LC1713
 LC1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1713
 LC1713.The geoid height was determined by GEOID03.
 LC1713
 LC1713;                    North         East     Units Scale Factor Converg.
 LC1713;SPC IL E     -   454,280.026   303,596.473   MT  0.99997516   +0 01 40.1
 LC1713;SPC IL E     - 1,490,417.05    996,049.43   sFT  0.99997516   +0 01 40.1
 LC1713;UTM  16      - 4,512,805.730   391,050.923   MT  0.99974610   -0 50 34.0
 LC1713
 LC1713                          SUPERSEDED SURVEY CONTROL
 LC1713
 LC1713  NAD 83(1997)-  40 45 32.40857(N)    088 17 26.66818(W) AD(       ) 4
 LC1713  NAD 83(1986)-  40 45 32.41415(N)    088 17 26.67311(W) AD(       ) 4
 LC1713  NAD 27      -  40 45 32.28400(N)    088 17 26.49200(W) AD(       ) 3
 LC1713
 LC1713.Superseded values are not recommended for survey control.
 LC1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1713.See file dsdata.txt to determine how the superseded data were derived.
 LC1713
 LC1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9105112806(NAD 83)
 LC1713_MARKER: 90 = CHURCH SPIRE
 LC1713
 LC1713  HISTORY     - Date     Condition        Report By
 LC1713  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1713
 LC1713                          STATION DESCRIPTION
 LC1713
 LC1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1713'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE OF ST. PAUL
 LC1713'AND ST. PETER CATHOLIC CHURCH OF CHATSWORTH.  THE CHURCH IS
 LC1713'A BRICK STRUCTURE WITH THE SPIRE ON THE NORTHEAST CORNER.
 LC1713'THE SPIRE IS SURMOUNTED BY A GOLD CROSS AND IS APPROXIMATELY
 LC1713'115 FEET HIGH.  IT IS LOCATED AT THE NORTH-CENTRAL EDGE OF
 LC1713'TOWN.
 LC1713'
 LC1713'OBSERVED UPON FROM TRIANGULATION STATIONS.  PIPER, DONOVAN,
 LC1713'SANCKEN, AND CULLOM (NO. 105 U.S.G.S.).
 LC1713'
 LC1713'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1714 ***********************************************************************
 LC1714  DESIGNATION -  CHATSWORTH MUN TANK
 LC1714  PID         -  LC1714
 LC1714  STATE/COUNTY-  IL/LIVINGSTON
 LC1714  USGS QUAD   -  CHATSWORTH NORTH (1983)
 LC1714
 LC1714                         *CURRENT SURVEY CONTROL
 LC1714  ___________________________________________________________________
 LC1714* NAD 83(1997)-  40 45 18.05154(N)    088 17 33.42529(W)     ADJUSTED  
 LC1714* NAVD 88     -                                                        
 LC1714  ___________________________________________________________________
 LC1714  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 LC1714  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC1714
 LC1714  HORZ ORDER  -  THIRD
 LC1714
 LC1714.The horizontal coordinates were established by classical geodetic methods
 LC1714.and adjusted by the National Geodetic Survey in October 1999..
 LC1714
 LC1714
 LC1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1714
 LC1714.The geoid height was determined by GEOID03.
 LC1714
 LC1714;                    North         East     Units Scale Factor Converg.
 LC1714;SPC IL E     -   453,837.237   303,438.147   MT  0.99997515   +0 01 35.7
 LC1714;SPC IL E     - 1,488,964.34    995,529.99   sFT  0.99997515   +0 01 35.7
 LC1714;UTM  16      - 4,512,365.499   390,885.925   MT  0.99974654   -0 50 38.2
 LC1714
 LC1714                          SUPERSEDED SURVEY CONTROL
 LC1714
 LC1714  NAD 83(1997)-  40 45 18.05591(N)    088 17 33.42764(W) AD(       ) 4
 LC1714  NAD 83(1986)-  40 45 18.06223(N)    088 17 33.43218(W) AD(       ) 4
 LC1714  NAD 27      -  40 45 17.93387(N)    088 17 33.25265(W) AD(       ) 3
 LC1714
 LC1714.Superseded values are not recommended for survey control.
 LC1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1714.See file dsdata.txt to determine how the superseded data were derived.
 LC1714
 LC1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9088612365(NAD 83)
 LC1714
 LC1714  HISTORY     - Date     Condition        Report By
 LC1714  HISTORY     - 1969     MONUMENTED       CGS
 LC1714
 LC1714                          STATION DESCRIPTION
 LC1714
 LC1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LC1714'THE STATION IS THE RED LIGHT ATOP THE CHATSWORTH MUNICIPAL WATER
 LC1714'TANK THAT IS LOCATED NEAR THE INTERSECTION OF WEST 4TH STREET
 LC1714'AND EAST MAPLE STREET IN THE CENTRAL SECTION OF CHATSWORTH.  THE
 LC1714'TANK IS SPHERICAL IN SHAPE, SUPPORTED BY FOUR LEGS, PAINTED
 LC1714'LIGHT GREEN IN COLOR AND IS 130 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2114 ***********************************************************************
 JA2114  DESIGNATION -  CHAUNCEY
 JA2114  PID         -  JA2114
 JA2114  STATE/COUNTY-  IL/LAWRENCE
 JA2114  USGS QUAD   -  CHAUNCEY (1968)
 JA2114
 JA2114                         *CURRENT SURVEY CONTROL
 JA2114  ___________________________________________________________________
 JA2114* NAD 83(1997)-  38 50 06.99555(N)    087 52 17.89023(W)     ADJUSTED  
 JA2114* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 JA2114  ___________________________________________________________________
 JA2114  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JA2114  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JA2114
 JA2114  HORZ ORDER  -  SECOND
 JA2114
 JA2114.The horizontal coordinates were established by classical geodetic methods
 JA2114.and adjusted by the National Geodetic Survey in October 1999..
 JA2114
 JA2114.The orthometric height was scaled from a topographic map.
 JA2114
 JA2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2114
 JA2114.The geoid height was determined by GEOID03.
 JA2114
 JA2114;                    North         East     Units Scale Factor Converg.
 JA2114;SPC IL E     -   240,793.188   340,086.825   MT  0.99999478   +0 17 22.3
 JA2114;SPC IL E     -   790,002.32  1,115,768.19   sFT  0.99999478   +0 17 22.3
 JA2114;UTM  16      - 4,298,858.169   424,348.174   MT  0.99967047   -0 32 47.8
 JA2114
 JA2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2114!SPC IL E     -   0.99998144  x   0.99999478  =   0.99997622
 JA2114!UTM  16      -   0.99998144  x   0.99967047  =   0.99965191
 JA2114
 JA2114:                Primary Azimuth Mark                     Grid Az
 JA2114:SPC IL E     -  CHAUNCEY AZ MK                           017 03 54.8
 JA2114:UTM  16      -  CHAUNCEY AZ MK                           017 54 04.9
 JA2114
 JA2114|---------------------------------------------------------------------|
 JA2114| PID    Reference Object                     Distance      Geod. Az  |
 JA2114|                                                           dddmmss.s |
 JA2114| CG8288 CHAUNCEY AZ MK                                     0172117.1 |
 JA2114| CG8289 CHAUNCEY RM 1                        72.878 METERS 09812     |
 JA2114| CG8290 CHAUNCEY RM 2                        45.446 METERS 23347     |
 JA2114|---------------------------------------------------------------------|
 JA2114
 JA2114                          SUPERSEDED SURVEY CONTROL
 JA2114
 JA2114  NAD 83(1997)-  38 50 06.99621(N)    087 52 17.88870(W) AD(       ) 2
 JA2114  NAD 83(1986)-  38 50 07.00482(N)    087 52 17.88701(W) AD(       ) 2
 JA2114  NAD 27      -  38 50 06.84060(N)    087 52 17.77244(W) AD(       ) 2
 JA2114
 JA2114.Superseded values are not recommended for survey control.
 JA2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2114.See file dsdata.txt to determine how the superseded data were derived.
 JA2114
 JA2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2434898858(NAD 83)
 JA2114_MARKER: DS = TRIANGULATION STATION DISK
 JA2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2114
 JA2114  HISTORY     - Date     Condition        Report By
 JA2114  HISTORY     - 1968     MONUMENTED       CGS
 JA2114
 JA2114                          STATION DESCRIPTION
 JA2114
 JA2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2114'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH OF SUMNER, IN THE SMALL
 JA2114'VILLAGE OF
 JA2114'CHAUNCEY AND ON PROPERTY OWNED BY THE METHODIST CHURCH OF
 JA2114'CHAUNCEY.
 JA2114'
 JA2114'TO REACH THE STATION FROM THE MAIN INTERSECTION IN CHAUNCEY, GO WEST
 JA2114'ON A PAVED STREET
 JA2114'FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 JA2114'
 JA2114'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2114'
 JA2114'STATION MARK, STAMPED CHAUNCEY 1968 IS SET FLUSH WITH THE GROUND
 JA2114'SURFACE.  IT IS 53 FEET
 JA2114'NORTH OF THE CENTER OF THE PAVED ROAD, 32.5 FEET EAST
 JA2114'OF A 36-INCH TREE AND 30 FEET
 JA2114'SOUTHEAST OF A 24-INCH TREE.
 JA2114'
 JA2114'RM NO 1, STAMPED CHAUNCEY NO 1 1968 IS SET FLUSH WITH THE GROUND
 JA2114'SURFACE.  IT IS 40
 JA2114'FEET NORTHWEST OF THE CENTER OF THE MAIN
 JA2114'INTERSECTION IN CHAUNCEY, 5.5 FEET
 JA2114'NORTH OF A TELEPHONE POLE AND 1.4
 JA2114'FEET SOUTHWEST OF AN 18-INCH TREE.
 JA2114'
 JA2114'RM NO 2, STAMPED CHAUNCEY NO 2 1968 IS SET FLUSH WITH THE GROUND
 JA2114'SURFACE.  IT IS 38
 JA2114'FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 6 FEET
 JA2114'WEST OF THE CENTER OF A DRIVEWAY AND
 JA2114'1 FOOT NORTH OF POWER POLE.
 JA2114'
 JA2114'AZIMUTH MARK, STAMPED CHAUNCEY 1968 IS SET FLUSH WITH THE GROUND
 JA2114'SURFACE.  IT IS 41 FEET
 JA2114'EAST OF THE CENTER OF A PAVED ROAD, 1.5 FEET SOUTHWEST
 JA2114'OF A METAL WITNESS POST AND 1.2
 JA2114'FEET WEST OF A FENCE.
 JA2114'
 JA2114'TO REACH THE AZIMUTH MARK FROM THE MAIN INTERSECTION IN CHAUNCEY, GO
 JA2114'NORTH ON A PAVED
 JA2114'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 JA2114'
 JA2114'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG8289 ***********************************************************************
 CG8289  DESIGNATION -  CHAUNCEY RM 1
 CG8289  PID         -  CG8289
 CG8289  STATE/COUNTY-  IL/LAWRENCE
 CG8289  USGS QUAD   -  CHAUNCEY (1968)
 CG8289
 CG8289                         *CURRENT SURVEY CONTROL
 CG8289  ___________________________________________________________________
 CG8289* NAD 83(1997)-  38 50 06.65814(N)    087 52 14.89952(W)     ADJUSTED  
 CG8289* NAVD 88     -       148.7    (meters)     488.     (feet)  GPS OBS   
 CG8289  ___________________________________________________________________
 CG8289  X           -     184,832.453 (meters)                     COMP
 CG8289  Y           -  -4,971,478.053 (meters)                     COMP
 CG8289  Z           -   3,978,154.479 (meters)                     COMP
 CG8289  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CG8289  ELLIP HEIGHT-         117.11  (meters)          (02/03/05) GPS OBS
 CG8289  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 CG8289
 CG8289  HORZ ORDER  -  FIRST
 CG8289  ELLP ORDER  -  FOURTH    CLASS II
 CG8289
 CG8289.The horizontal coordinates were established by GPS observations
 CG8289.and adjusted by the IL DEPT OF TRANSP in August 2002..
 CG8289
 CG8289.The orthometric height was determined by GPS observations and a
 CG8289.high-resolution geoid model.
 CG8289
 CG8289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG8289
 CG8289.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG8289
 CG8289.The ellipsoidal height was determined by GPS observations
 CG8289.and is referenced to NAD 83.
 CG8289
 CG8289.The geoid height was determined by GEOID03.
 CG8289
 CG8289;                    North         East     Units Scale Factor Converg.
 CG8289;SPC IL E     -   240,783.148   340,159.008   MT  0.99999485   +0 17 24.2
 CG8289;SPC IL E     -   789,969.38  1,116,005.01   sFT  0.99999485   +0 17 24.2
 CG8289;UTM  16      - 4,298,847.080   424,420.179   MT  0.99967034   -0 32 45.9
 CG8289
 CG8289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG8289!SPC IL E     -   0.99998163  x   0.99999485  =   0.99997648
 CG8289!UTM  16      -   0.99998163  x   0.99967034  =   0.99965197
 CG8289
 CG8289                          SUPERSEDED SURVEY CONTROL
 CG8289
 CG8289  ELLIP H (08/21/02)  117.12   (m)                       GP(       ) 3 1
 CG8289
 CG8289.Superseded values are not recommended for survey control.
 CG8289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG8289.See file dsdata.txt to determine how the superseded data were derived.
 CG8289
 CG8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2442098847(NAD 83)
 CG8289_MARKER: DR = REFERENCE MARK DISK
 CG8289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG8289_STAMPING: CHAUNCEY NO 1 1968
 CG8289_MARK LOGO: CGS   
 CG8289_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG8289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG8289+STABILITY: SURFACE MOTION
 CG8289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG8289+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 CG8289
 CG8289  HISTORY     - Date     Condition        Report By
 CG8289  HISTORY     - 1968     MONUMENTED       CGS
 CG8289  HISTORY     - 20031110 GOOD             NGS
 CG8289
 CG8289                          STATION DESCRIPTION
 CG8289
 CG8289'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (CP)
 CG8289'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999, (DEL) .
 CG8289'STATION IS LOCATED IN THE NW QUAD OF INTERSECTION OF COUNTY ROAD 200E
 CG8289'AND COUNTY ROAD 1800N IN THE CENTER OF CHAUNCEY,IL.  STATION IS 33.2
 CG8289'FEET (10.1 M) W OF CENTERLINE COUNTY ROAD 200E, 23.0 FEET (7.0 M) N OF
 CG8289'CENTERLINE COUNTY ROAD 1800N, 57.0 FEET (17.4 M) NNW OF POWERPOLE.
 CG8289'STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2015 ***********************************************************************
 LB2015  DESIGNATION -  CHEBANSE 2
 LB2015  PID         -  LB2015
 LB2015  STATE/COUNTY-  IL/IROQUOIS
 LB2015  USGS QUAD   -  CLIFTON (1986)
 LB2015
 LB2015                         *CURRENT SURVEY CONTROL
 LB2015  ___________________________________________________________________
 LB2015* NAD 83(1997)-  40 59 51.14168(N)    087 54 24.20006(W)     ADJUSTED  
 LB2015* NAVD 88     -       201.47   (+/-2cm)     661.0    (feet)  VERTCON   
 LB2015  ___________________________________________________________________
 LB2015  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 LB2015  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LB2015
 LB2015  HORZ ORDER  -  THIRD
 LB2015  VERT ORDER  -  THIRD ? (See Below)
 LB2015
 LB2015.The horizontal coordinates were established by classical geodetic methods
 LB2015.and adjusted by the National Geodetic Survey in October 1999..
 LB2015.No horizontal observational check was made to the station.
 LB2015
 LB2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2015.The vertical order pertains to the NGVD 29 superseded value.
 LB2015
 LB2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2015
 LB2015.The geoid height was determined by GEOID03.
 LB2015
 LB2015;                    North         East     Units Scale Factor Converg.
 LB2015;SPC IL E     -   480,856.204   335,893.488   MT  0.99999085   +0 16 47.5
 LB2015;SPC IL E     - 1,577,609.06  1,102,010.55   sFT  0.99999085   +0 16 47.5
 LB2015;UTM  16      - 4,538,879.783   423,739.985   MT  0.99967158   -0 35 41.5
 LB2015
 LB2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2015!SPC IL E     -   0.99997351  x   0.99999085  =   0.99996436
 LB2015!UTM  16      -   0.99997351  x   0.99967158  =   0.99964510
 LB2015
 LB2015|---------------------------------------------------------------------|
 LB2015| PID    Reference Object                     Distance      Geod. Az  |
 LB2015|                                                           dddmmss.s |
 LB2015| LB2014 CHEBANSE                             18.811 METERS 07916     |
 LB2015| LB2016 CHEBANSE 2 RM 3                      16.652 METERS 18155     |
 LB2015| LB2012 CHEBANSE AZ MK                                     2014407.0 |
 LB2015| LB2346 CHEBANSE MARY AND JOSEPH CH         392.544 METERS 27841     |
 LB2015| CM2868 CHEBANSE 2 RM 4                      20.738 METERS 35615     |
 LB2015|---------------------------------------------------------------------|
 LB2015
 LB2015                          SUPERSEDED SURVEY CONTROL
 LB2015
 LB2015  NAD 83(1997)-  40 59 51.14194(N)    087 54 24.19988(W) AD(       ) 3
 LB2015  NAD 83(1986)-  40 59 51.14746(N)    087 54 24.20642(W) AD(       ) 3
 LB2015  NAD 27      -  40 59 51.03340(N)    087 54 24.06120(W) AD(       ) 3
 LB2015  NGVD 29 (07/19/86)  201.55   (m)          661.3    (f) LEVELING    3  
 LB2015
 LB2015.Superseded values are not recommended for survey control.
 LB2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2015.See file dsdata.txt to determine how the superseded data were derived.
 LB2015
 LB2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2374038880(NAD 83)
 LB2015_MARKER: DS = TRIANGULATION STATION DISK
 LB2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2015_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2015_STAMPING: CHEBANSE 2 1965
 LB2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2015
 LB2015  HISTORY     - Date     Condition        Report By
 LB2015  HISTORY     - 1965     MONUMENTED       CGS
 LB2015  HISTORY     - 1965     GOOD             CGS
 LB2015  HISTORY     - 1974     GOOD             LOCENG
 LB2015
 LB2015                          STATION DESCRIPTION
 LB2015
 LB2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LB2015'STATION IS ABOUT 1/2 MILE SOUTHEAST OF THE CENTER OF THE TOWN OF
 LB2015'CHEBANSE, 0.35 MILE SOUTH OF THE IROQUOIS-KANKAKEE COUNTY LINE, AND
 LB2015'IS ON THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 57.
 LB2015'
 LB2015'THE STATION IS AT THE SOUTHEAST EDGE OF CHEBANSE, AT THE SOUTHWEST
 LB2015'SIDE OF AN INTERCHANGE FOR HIGHWAY I-57, ABOUT 150 FEET WEST OF A
 LB2015'CENTER LINE OF THE WEST LANE OF THE DUAL HIGHWAY, AT THE SOUTHWEST
 LB2015'RIGHT-OF-WAY OF A RAMP LEADING TO THE INTERSTATE, 13 FEET SOUTH OF
 LB2015'A PROPERTY LINE AND 3 FEET SOUTH OF A METAL WITNESS POST.  THE MARK
 LB2015'IS FLUSH WITH THE GROUND AND DISK IS STAMPED CHEBANSE 2 1965.
 LB2015'
 LB2015'REFERENCE MARK NO. 3 IS SOUTH OF A STATION, 1.5 FEET EAST OF A METAL
 LB2015'WITNESS POST AND IS FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK
 LB2015'IS STAMPED CHEBANSE 2 NO. 3 1965.
 LB2015'
 LB2015'REFERENCE MARK NO. 4 IS NORTH-NORTHWEST OF THE STATION, 1.5 FEET EAST
 LB2015'OF A METAL WITNESS POST AND IS FLUSH WITH THE GROUND.  THE DISK IS
 LB2015'STAMPED CHEBANSE 2 NO. 4 1965.
 LB2015'
 LB2015'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION ON THE WEST
 LB2015'RIGHT-OF-WAY OF HIGHWAY I-57 AND IS 1.6 FEET NORTHEAST OF A METAL
 LB2015'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2015'STAMPED CHEBANSE 1959.
 LB2015
 LB2015                          STATION RECOVERY (1965)
 LB2015
 LB2015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LB2015'0.5 MI SE FROM CHEBANSE.
 LB2015'AT THE SOUTHEAST EDGE OF CHEBANSE, AT THE SOUTHWEST SIDE OF AN
 LB2015'INTERCHANGE FOR INTERSTATE HIGHWAY 57, ABOUT 150 FEET WEST OF
 LB2015'THE CENTERLINE OF THE WEST LANE, OF THE DUAL HIGHWAY, AT THE
 LB2015'SOUTHWEST RIGHT OF WAY OF A RAMP LEADING TO THE INTERSTATE, 13
 LB2015'FEET SOUTH OF A PROPERTY LINE AND 3 FEET SOUTH OF A METAL WITNESS
 LB2015'POST.  A STANDARD TRIANGULATION STATION DISK, STAMPED CHEBANSE
 LB2015'2 1965 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 LB2015
 LB2015                          STATION RECOVERY (1974)
 LB2015
 LB2015'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (DC)
 LB2015'CHEBANSE 2 1965 RECOVERED IN GOOD CONDITION (SET NEW WITNESS POST).
 LB2015'
 LB2015'CHEBANSE 1959 AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 LB2015'
 LB2015'RM 4 AND RM 3 RECOVERED IN GOOD CONDITION.
 LB2015'
 LB2015'CHEBANSE 2 1965 INSET NEXT TO ROW FENCE FOR INTERSTATE HIGHWAY WITH
 LB2015'SHRUB GROWING ALONG FENCE.  WHEN SHRUBS ARE MATURED OCCUPYING MARK
 LB2015'WILL BE DIFFICULT.
 LB2015'
 LB2015'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTHEAST
 LB2015'OF CENTER CHEBANSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2016 ***********************************************************************
 LB2016  DESIGNATION -  CHEBANSE 2 RM 3
 LB2016  PID         -  LB2016
 LB2016  STATE/COUNTY-  IL/IROQUOIS
 LB2016  USGS QUAD   -  CLIFTON (1986)
 LB2016
 LB2016                         *CURRENT SURVEY CONTROL
 LB2016  ___________________________________________________________________
 LB2016* NAD 83(1986)-  40 59 51.     (N)    087 54 24.     (W)     SCALED    
 LB2016* NAVD 88     -       201.13   (meters)     659.9    (feet)  RESET     
 LB2016  ___________________________________________________________________
 LB2016  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LB2016
 LB2016  VERT ORDER  -  THIRD
 LB2016
 LB2016.The horizontal coordinates were scaled from a topographic map and have
 LB2016.an estimated accuracy of +/- 6 seconds.
 LB2016
 LB2016.The orthometric height was computed from unverified reset data.
 LB2016.No vertical observational check was made to the station.
 LB2016
 LB2016.The geoid height was determined by GEOID03.
 LB2016
 LB2016;                    North         East    Units  Estimated Accuracy
 LB2016;SPC IL E     -   480,850.      335,900.      MT  (+/- 180 meters Scaled)
 LB2016
 LB2016                          SUPERSEDED SURVEY CONTROL
 LB2016
 LB2016  NGVD 29 (??/??/??)  200.93   (m)          659.2    (f) RESET       3  
 LB2016
 LB2016.Superseded values are not recommended for survey control.
 LB2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2016.See file dsdata.txt to determine how the superseded data were derived.
 LB2016
 LB2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL237388(NAD 83)
 LB2016_MARKER: DR = REFERENCE MARK DISK
 LB2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB2016_STAMPING: CHEBANSE 2 NO 3 1965
 LB2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2016+STABILITY: SURFACE MOTION
 LB2016
 LB2016  HISTORY     - Date     Condition        Report By
 LB2016  HISTORY     - 1965     MONUMENTED       CGS
 LB2016
 LB2016                          STATION DESCRIPTION
 LB2016
 LB2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LB2016'0.5 MI SE FROM CHEBANSE.
 LB2016'AT THE SOUTHEAST EDGE OF CHEBANSE, AT THE SOUTHWEST SIDE OF AN
 LB2016'INTERCHANGE FOR INTERSTATE HIGHWAY 57, ABOUT 150 FEET WEST OF THE
 LB2016'CENTERLINE OF THE WEST LANE OF THE DUAL HIGHWAY, AT THE SOUTHWEST
 LB2016'RIGHT OF WAY OF A RAMP LEADING TO THE INTERSTATE, 54.64 FEET SOUTH
 LB2016'OF TRIANGULATION STATION CHEBANSE 2 AND 1.5 FEET EAST OF A METAL
 LB2016'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 LB2016'STAMPED CHEBANSE 2 NO 3 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2012 ***********************************************************************
 LB2012  DESIGNATION -  CHEBANSE AZ MK
 LB2012  PID         -  LB2012
 LB2012  STATE/COUNTY-  IL/IROQUOIS
 LB2012  USGS QUAD   -  CLIFTON (1986)
 LB2012
 LB2012                         *CURRENT SURVEY CONTROL
 LB2012  ___________________________________________________________________
 LB2012* NAD 83(1986)-  40 59 24.     (N)    087 54 42.     (W)     SCALED    
 LB2012* NAVD 88     -       196.919  (meters)     646.06   (feet)  ADJUSTED  
 LB2012  ___________________________________________________________________
 LB2012  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LB2012  DYNAMIC HT  -         196.839 (meters)     645.80  (feet)  COMP
 LB2012  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 LB2012
 LB2012  VERT ORDER  -  SECOND    CLASS 0
 LB2012
 LB2012.The horizontal coordinates were scaled from a topographic map and have
 LB2012.an estimated accuracy of +/- 6 seconds.
 LB2012
 LB2012.The orthometric height was determined by differential leveling
 LB2012.and adjusted by the National Geodetic Survey in June 1991..
 LB2012
 LB2012.The geoid height was determined by GEOID03.
 LB2012
 LB2012.The dynamic height is computed by dividing the NAVD 88
 LB2012.geopotential number by the normal gravity value computed on the
 LB2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2012.degrees latitude (g = 980.6199 gals.).
 LB2012
 LB2012.The modeled gravity was interpolated from observed gravity values.
 LB2012
 LB2012;                    North         East    Units  Estimated Accuracy
 LB2012;SPC IL E     -   480,020.      335,480.      MT  (+/- 180 meters Scaled)
 LB2012
 LB2012                          SUPERSEDED SURVEY CONTROL
 LB2012
 LB2012  NGVD 29 (??/??/92)  197.002  (m)          646.33   (f) ADJ UNCH    2 0
 LB2012
 LB2012.Superseded values are not recommended for survey control.
 LB2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2012.See file dsdata.txt to determine how the superseded data were derived.
 LB2012
 LB2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL233380(NAD 83)
 LB2012_MARKER: DZ = AZIMUTH MARK DISK
 LB2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB2012_STAMPING: CHEBANSE 1959
 LB2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2012+STABILITY: SURFACE MOTION
 LB2012
 LB2012  HISTORY     - Date     Condition        Report By
 LB2012  HISTORY     - 1959     MONUMENTED       CGS
 LB2012
 LB2012                          STATION DESCRIPTION
 LB2012
 LB2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB2012'1.2 MI S FROM CHEBANSE.
 LB2012'ABOUT 0.2 MILE EAST ALONG CHEBANSE STREET FROM ITS JUNCTION WITH
 LB2012'CHESTNUT STREET IN CHEBANSE, THENCE 1.0 MILE SOUTH ALONG U.S.
 LB2012'HIGHWAY 45, ABOUT 0.1 MILE NORTH OF AN EAST-WEST OILED CROSS ROAD,
 LB2012'92 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET EAST
 LB2012'OF A FENCE, 4 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER,
 LB2012'247 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK GARAGE,
 LB2012'299 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 1.3 FEET NORTHEAST
 LB2012'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LB2012'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2346 ***********************************************************************
 LB2346  DESIGNATION -  CHEBANSE MARY AND JOSEPH CH
 LB2346  PID         -  LB2346
 LB2346  STATE/COUNTY-  IL/IROQUOIS
 LB2346  USGS QUAD   -  CLIFTON (1986)
 LB2346
 LB2346                         *CURRENT SURVEY CONTROL
 LB2346  ___________________________________________________________________
 LB2346* NAD 83(1997)-  40 59 53.06349(N)    087 54 40.80315(W)     ADJUSTED  
 LB2346* NAVD 88     -                                                        
 LB2346  ___________________________________________________________________
 LB2346  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LB2346  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LB2346
 LB2346  HORZ ORDER  -  THIRD
 LB2346
 LB2346.The horizontal coordinates were established by classical geodetic methods
 LB2346.and adjusted by the National Geodetic Survey in October 1999..
 LB2346
 LB2346
 LB2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2346
 LB2346.The geoid height was determined by GEOID03.
 LB2346
 LB2346;                    North         East     Units Scale Factor Converg.
 LB2346;SPC IL E     -   480,913.602   335,505.166   MT  0.99999051   +0 16 36.7
 LB2346;SPC IL E     - 1,577,797.38  1,100,736.53   sFT  0.99999051   +0 16 36.7
 LB2346;UTM  16      - 4,538,943.083   423,352.709   MT  0.99967230   -0 35 52.4
 LB2346
 LB2346                          SUPERSEDED SURVEY CONTROL
 LB2346
 LB2346  NAD 83(1997)-  40 59 53.06375(N)    087 54 40.80295(W) AD(       ) 4
 LB2346  NAD 83(1986)-  40 59 53.06940(N)    087 54 40.80969(W) AD(       ) 4
 LB2346  NAD 27      -  40 59 52.95600(N)    087 54 40.66400(W) AD(       ) 3
 LB2346
 LB2346.Superseded values are not recommended for survey control.
 LB2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2346.See file dsdata.txt to determine how the superseded data were derived.
 LB2346
 LB2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2335338943(NAD 83)
 LB2346_MARKER: 90 = CHURCH SPIRE
 LB2346
 LB2346  HISTORY     - Date     Condition        Report By
 LB2346  HISTORY     - 1959     FIRST OBSERVED   CGS
 LB2346
 LB2346                          STATION DESCRIPTION
 LB2346
 LB2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LB2346'THE STATION IS LOCATED IN THE SOUTHWEST PART OF CHEBANSE, 0.25 MILE
 LB2346'SOUTH-SOUTHWEST OF THE RAILROAD DEPOT, APPROXIMATELY 400 FEET WEST
 LB2346'OF RAILROAD AND IS AT THE CORNER OF CHESTNUT AND 3RD SOUTH STREET.
 LB2346'
 LB2346'THE STATION IS A RED BRICK STRUCTURE WITH THE SPIRE AT THE EAST END
 LB2346'WHICH IS A BLUE SHINGLED SPIRE APPROXIMATELY 100 FEET HIGH.
 LB2346'
 LB2346'THE POINT INTERSECTED WAS THE CROSS ON TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2637 ***********************************************************************
 ME2637  DESIGNATION -  CHEBANSE MUNICIPAL TANK
 ME2637  PID         -  ME2637
 ME2637  STATE/COUNTY-  IL/IROQUOIS
 ME2637  USGS QUAD   -  WEST KANKAKEE (1973)
 ME2637
 ME2637                         *CURRENT SURVEY CONTROL
 ME2637  ___________________________________________________________________
 ME2637* NAD 83(1997)-  41 00 06.81567(N)    087 54 39.52653(W)     ADJUSTED  
 ME2637* NAVD 88     -                                                        
 ME2637  ___________________________________________________________________
 ME2637  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 ME2637  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 ME2637
 ME2637  HORZ ORDER  -  THIRD
 ME2637
 ME2637.The horizontal coordinates were established by classical geodetic methods
 ME2637.and adjusted by the National Geodetic Survey in October 1999..
 ME2637
 ME2637
 ME2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2637
 ME2637.The geoid height was determined by GEOID03.
 ME2637
 ME2637;                    North         East     Units Scale Factor Converg.
 ME2637;SPC IL E     -   481,337.969   335,532.951   MT  0.99999053   +0 16 37.6
 ME2637;SPC IL E     - 1,579,189.65  1,100,827.69   sFT  0.99999053   +0 16 37.6
 ME2637;UTM  16      - 4,539,366.841   423,386.958   MT  0.99967224   -0 35 51.7
 ME2637
 ME2637                          SUPERSEDED SURVEY CONTROL
 ME2637
 ME2637  NAD 83(1997)-  41 00 06.81590(N)    087 54 39.52631(W) AD(       ) 4
 ME2637  NAD 83(1986)-  41 00 06.82176(N)    087 54 39.53287(W) AD(       ) 4
 ME2637  NAD 27      -  41 00 06.70700(N)    087 54 39.38600(W) AD(       ) 3
 ME2637
 ME2637.Superseded values are not recommended for survey control.
 ME2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2637.See file dsdata.txt to determine how the superseded data were derived.
 ME2637
 ME2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2338739367(NAD 83)
 ME2637_MARKER: 53 = ELEVATED TANK
 ME2637
 ME2637  HISTORY     - Date     Condition        Report By
 ME2637  HISTORY     - 1959     FIRST OBSERVED   CGS
 ME2637
 ME2637                          STATION DESCRIPTION
 ME2637
 ME2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2637'THE STATION IS LOCATED IN THE WEST PART OF CHEBANSE, 0.25 MILE WEST
 ME2637'OF THE RAILROAD TRACKS AND IS AT
 ME2637'THE CORNER OF WALNUT AND 1ST NORTH STREET.
 ME2637'
 ME2637'THE STATION IS A LARGE OVAL SHAPED WATER TANK SUPPORTED BY 4 LEGS, IS
 ME2637'PAINTED SILVER AND IS
 ME2637'APPROXIMATELY 130 FEET HIGH.
 ME2637'
 ME2637'THE POINT INTERSECTED WAS THE BALL FINAL IN THE TOP CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1166 ***********************************************************************
 NH1166  DESIGNATION -  CHEMUNG DEAN EVAP MILK CO STK
 NH1166  PID         -  NH1166
 NH1166  STATE/COUNTY-  IL/MCHENRY
 NH1166  USGS QUAD   -  CAPRON (1978)
 NH1166
 NH1166                         *CURRENT SURVEY CONTROL
 NH1166  ___________________________________________________________________
 NH1166* NAD 83(1997)-  42 25 04.34255(N)    088 40 01.45811(W)     ADJUSTED  
 NH1166* NAVD 88     -                                                        
 NH1166  ___________________________________________________________________
 NH1166  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NH1166  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH1166
 NH1166  HORZ ORDER  -  THIRD
 NH1166
 NH1166.The horizontal coordinates were established by classical geodetic methods
 NH1166.and adjusted by the National Geodetic Survey in October 1999..
 NH1166
 NH1166
 NH1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1166
 NH1166.The geoid height was determined by GEOID03.
 NH1166
 NH1166;                    North         East     Units Scale Factor Converg.
 NH1166;SPC IL E     -   638,571.626   272,531.837   MT  0.99998428   -0 13 30.4
 NH1166;SPC IL E     - 2,095,047.08    894,131.54   sFT  0.99998428   -0 13 30.4
 NH1166;SPC WI S     -    47,300.018   709,712.602   MT  1.00007852   +0 54 57.1
 NH1166;SPC WI S     -   155,183.48  2,328,448.76   sFT  1.00007852   +0 54 57.1
 NH1166;UTM  16      - 4,697,520.010   362,842.273   MT  0.99983146   -1 07 28.8
 NH1166
 NH1166                          SUPERSEDED SURVEY CONTROL
 NH1166
 NH1166  NAD 83(1997)-  42 25 04.34142(N)    088 40 01.45967(W) AD(       ) 4
 NH1166  NAD 83(1986)-  42 25 04.33891(N)    088 40 01.46319(W) AD(       ) 4
 NH1166  NAD 27      -  42 25 04.27200(N)    088 40 01.10100(W) AD(       ) 3
 NH1166
 NH1166.Superseded values are not recommended for survey control.
 NH1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1166.See file dsdata.txt to determine how the superseded data were derived.
 NH1166
 NH1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6284297520(NAD 83)
 NH1166_MARKER: 63 = STACK
 NH1166
 NH1166  HISTORY     - Date     Condition        Report By
 NH1166  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1166  HISTORY     - 1954     GOOD             CGS
 NH1166  HISTORY     - 19950513 GOOD             USPSQD
 NH1166  HISTORY     - 20030416 MARK NOT FOUND   USPSQD
 NH1166
 NH1166                          STATION DESCRIPTION
 NH1166
 NH1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1166'THIS STATION IS THE STACK AT THE DEAN EVAPORATED MILK COMPANY
 NH1166'IN THE VILLAGE OF CHEMUNG, ILLINOIS.  IT IS LOCATED ABOUT
 NH1166'0.1 MILE NORTH OF THE MAIN STREET, WHICH IS ILL. ROUTE 173, AND
 NH1166'ABOUT 320 FEET WEST OF THE ONLY NORTH-AND-SOUTH STREET.  THE STACK
 NH1166'WAS ERECTED IN 1923 AND IS FAIRLY PROMINENT.
 NH1166'
 NH1166'THE STACK IS A YELLOW BRICK STRUCTURE ON THE SOUTHEAST CORNER
 NH1166'OF THE MILK PLANT.  IT IS ABOUT 14 FEET IN DIAMETER AT THE
 NH1166'BASE, ABOUT 8 FEET IN DIAMETER AT THE TOP, AND ABOUT 150
 NH1166'FEET HIGH.  IT HAS A COLLAR AT THE TOP.
 NH1166
 NH1166                          STATION RECOVERY (1954)
 NH1166
 NH1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1166'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 NH1166'IS ADEQUATE WITH THE FOLLOWING CHANGES--
 NH1166'
 NH1166'THE STACK IS CONSTRUCTED OF YELLOW TILE, IS AT THE SOUTHWEST
 NH1166'CORNER OF THE MILK PLANT AND IS ABOUT 90 FEET HIGH.
 NH1166
 NH1166                          STATION RECOVERY (1995)
 NH1166
 NH1166'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1166'RECOVERED IN GOOD CONDITION.
 NH1166
 NH1166                          STATION RECOVERY (2003)
 NH1166
 NH1166'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1166'STACK HAS BEEN REDUCED TO ROOF HEIGHT IN A REMODELING OF BUILDING.
 NH1166'APPROXIMATELY 35 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1165 ***********************************************************************
 NH1165  DESIGNATION -  CHEMUNG DEAN MILK CO TANK
 NH1165  PID         -  NH1165
 NH1165  STATE/COUNTY-  IL/MCHENRY
 NH1165  USGS QUAD   -  CAPRON (1978)
 NH1165
 NH1165                         *CURRENT SURVEY CONTROL
 NH1165  ___________________________________________________________________
 NH1165* NAD 83(1997)-  42 25 03.73510(N)    088 40 01.63098(W)     ADJUSTED  
 NH1165* NAVD 88     -                                                        
 NH1165  ___________________________________________________________________
 NH1165  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NH1165  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH1165
 NH1165  HORZ ORDER  -  THIRD
 NH1165
 NH1165.The horizontal coordinates were established by classical geodetic methods
 NH1165.and adjusted by the National Geodetic Survey in October 1999..
 NH1165
 NH1165
 NH1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1165
 NH1165.The geoid height was determined by GEOID03.
 NH1165
 NH1165;                    North         East     Units Scale Factor Converg.
 NH1165;SPC IL E     -   638,552.898   272,527.811   MT  0.99998428   -0 13 30.5
 NH1165;SPC IL E     - 2,094,985.63    894,118.33   sFT  0.99998428   -0 13 30.5
 NH1165;SPC WI S     -    47,281.212   709,708.950   MT  1.00007857   +0 54 57.0
 NH1165;SPC WI S     -   155,121.78  2,328,436.78   sFT  1.00007857   +0 54 57.0
 NH1165;UTM  16      - 4,697,501.351   362,837.954   MT  0.99983148   -1 07 28.9
 NH1165
 NH1165                          SUPERSEDED SURVEY CONTROL
 NH1165
 NH1165  NAD 83(1997)-  42 25 03.73376(N)    088 40 01.63259(W) AD(       ) 4
 NH1165  NAD 83(1986)-  42 25 03.73153(N)    088 40 01.63636(W) AD(       ) 4
 NH1165  NAD 27      -  42 25 03.66500(N)    088 40 01.27200(W) AD(       ) 3
 NH1165
 NH1165.Superseded values are not recommended for survey control.
 NH1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1165.See file dsdata.txt to determine how the superseded data were derived.
 NH1165
 NH1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6283897501(NAD 83)
 NH1165_MARKER: 53 = ELEVATED TANK
 NH1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1165+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 NH1165
 NH1165  HISTORY     - Date     Condition        Report By
 NH1165  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1165  HISTORY     - 19950513 GOOD             USPSQD
 NH1165  HISTORY     - 20030416 GOOD             USPSQD
 NH1165
 NH1165                          STATION DESCRIPTION
 NH1165
 NH1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1165'STATION IS THE METAL BALL AT THE CENTER OF THE TOP OF THE WATER
 NH1165'TANK, LOCATED NEAR THE SOUTHWEST CORNER OF THE DEAN MILK CO,
 NH1165'PLANT IN THE NORTH CENTRAL SECTION OF CHEMUNG.  IT IS A
 NH1165'PROMINENT STEEL TANK, WITH AN OVAL BOTTOM AND TOP, WITH
 NH1165'4 TUBULAR STEEL LEGS, PAINTED GRAY AND IS ABOUT 130 FEET HIGH.
 NH1165'THIS TANK WAS ERECTED IN 1954.
 NH1165
 NH1165                          STATION RECOVERY (1995)
 NH1165
 NH1165'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1165'RECOVERED IN GOOD CONDITION.
 NH1165
 NH1165                          STATION RECOVERY (2003)
 NH1165
 NH1165'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2241 ***********************************************************************
 LB2241  DESIGNATION -  CHENEY
 LB2241  PID         -  LB2241
 LB2241  STATE/COUNTY-  IL/VERMILION
 LB2241  USGS QUAD   -  AMBIA (1964)
 LB2241
 LB2241                         *CURRENT SURVEY CONTROL
 LB2241  ___________________________________________________________________
 LB2241* NAD 83(1997)-  40 27 39.47409(N)    087 35 03.90466(W)     ADJUSTED  
 LB2241* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 LB2241  ___________________________________________________________________
 LB2241  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LB2241  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LB2241
 LB2241  HORZ ORDER  -  THIRD
 LB2241
 LB2241.The horizontal coordinates were established by classical geodetic methods
 LB2241.and adjusted by the National Geodetic Survey in October 1999..
 LB2241
 LB2241.The orthometric height was scaled from a topographic map.
 LB2241
 LB2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2241
 LB2241.The geoid height was determined by GEOID03.
 LB2241
 LB2241;                    North         East     Units Scale Factor Converg.
 LB2241;SPC IL E     -   421,453.559   363,519.364   MT  1.00002464   +0 29 09.6
 LB2241;SPC IL E     - 1,382,718.88  1,192,646.45   sFT  1.00002464   +0 29 09.6
 LB2241;SPC IN W     -   578,821.655   857,500.897   MT  0.99998889   -0 19 30.6
 LB2241;SPC IN W     - 1,899,017.38  2,813,317.53   sFT  0.99998889   -0 19 30.6
 LB2241;UTM  16      - 4,479,085.858   450,451.184   MT  0.99963022   -0 22 45.3
 LB2241
 LB2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2241!SPC IL E     -   0.99997004  x   1.00002464  =   0.99999468
 LB2241!SPC IN W     -   0.99997004  x   0.99998889  =   0.99995893
 LB2241!UTM  16      -   0.99997004  x   0.99963022  =   0.99960028
 LB2241
 LB2241:                Primary Azimuth Mark                     Grid Az
 LB2241:SPC IL E     -  CHENEY AZ MK                             007 27 32.9
 LB2241:SPC IN W     -  CHENEY AZ MK                             008 16 13.1
 LB2241:UTM  16      -  CHENEY AZ MK                             008 19 27.8
 LB2241
 LB2241|---------------------------------------------------------------------|
 LB2241| PID    Reference Object                     Distance      Geod. Az  |
 LB2241|                                                           dddmmss.s |
 LB2241| CM2869 CHENEY AZ MK                                       0075642.5 |
 LB2241| CM2872 CHENEY RM 3                           4.288 METERS 04034     |
 LB2241| CM2870 CHENEY RM 1                          11.891 METERS 10657     |
 LB2241| CM2871 CHENEY RM 2                           9.444 METERS 22915     |
 LB2241| CM2873 CHENEY RM 4                           9.573 METERS 26841     |
 LB2241| LB2260 HOOPESTON MUNICIPAL TANK            APPROX. 7.8 KM 2744747.0 |
 LB2241|---------------------------------------------------------------------|
 LB2241
 LB2241                          SUPERSEDED SURVEY CONTROL
 LB2241
 LB2241  NAD 83(1997)-  40 27 39.47418(N)    087 35 03.90538(W) AD(       ) 3
 LB2241  NAD 83(1986)-  40 27 39.48338(N)    087 35 03.91331(W) AD(       ) 3
 LB2241  NAD 27      -  40 27 39.34440(N)    087 35 03.83050(W) AD(       ) 3
 LB2241
 LB2241.Superseded values are not recommended for survey control.
 LB2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2241.See file dsdata.txt to determine how the superseded data were derived.
 LB2241
 LB2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5045179086(NAD 83)
 LB2241_MARKER: DS = TRIANGULATION STATION DISK
 LB2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2241
 LB2241  HISTORY     - Date     Condition        Report By
 LB2241  HISTORY     - 1955     MONUMENTED       CGS
 LB2241  HISTORY     - 1967     GOOD             CGS
 LB2241  HISTORY     - 1972     GOOD             ILDT
 LB2241
 LB2241                          STATION DESCRIPTION
 LB2241
 LB2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2241'STATION IS LOCATED ABOUT 6 MILES EAST OF HOOPESTON AND 1/2 MILE SOUTH
 LB2241'OF CHENEYVILLE ON STATE HIGHWAY RIGHT-OF-WAY.  IT IS 133 FEET
 LB2241'NORTHWEST OF THE T ROAD INTERSECTION OF CHENEYVILLE ROAD AND STATE
 LB2241'HIGHWAY 9, 49 FEET NORTH OF THE CENTER OF THE HIGHWAY, 4 FEET
 LB2241'SOUTH OF A WHITE WITNESS POST AND 3 FEET SOUTHEAST OF A FENCE LINE.
 LB2241'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CHENEY
 LB2241'1955.
 LB2241'
 LB2241'REFERENCE MARK NO. 1 IS 94 FEET NORTHWEST OF THE INTERSECTION AND 33
 LB2241'FEET NORTH OF THE CENTER OF THE HIGHWAY.  THE MARK PROJECTS ABOUT 2
 LB2241'INCHES AND THE DISK IS STAMPED CHENEY NO 1 1955.
 LB2241'
 LB2241'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 LB2241'7 FEET EAST OF A FENCE CORNER AND 3 FEET SOUTHEAST OF A FENCE LINE.
 LB2241'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CHENEY NO
 LB2241'2 1955.
 LB2241'
 LB2241'AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF CHENEYVILLE ROAD, 2
 LB2241'FEET SOUTH OF A POWER LINE POLE AND WHITE WITNESS POST AND 1 FOOT
 LB2241'WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2241'STAMPED CHENEY 1955.
 LB2241'
 LB2241'TO REACH THE STATION FROM THE N. Y. C. AND ST. L. RAILROAD DEPOT IN
 LB2241'CHENEYVILLE, GO SOUTH ON PAVED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK
 LB2241'ON THE LEFT, EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH ON
 LB2241'PAVED ROAD FOR 0.15 MILE TO THE JUNCTION WITH STATE HIGHWAY 9 AND
 LB2241'THE STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 LB2241'
 LB2241'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2241
 LB2241                          STATION RECOVERY (1967)
 LB2241
 LB2241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LB2241'ALL MARKS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS WERE IN THE
 LB2241'WAY OF ROAD CONSTRUCTION AND WERE DESTROYED AT THE REQUEST OF THE
 LB2241'HIGHWAY DEPARTMENT.  2 NEW REFERENCE MARKS WERE ESTABLISHED.  THE
 LB2241'DISTANCE TO REFERENCE MARKS 1 AND 2 CHECKED BUT THE DIRECTION WAS
 LB2241'FOUND TO BE IN ERROR.  THE RAILROAD WATER TANK TO THE NORTH HAS
 LB2241'BEEN TORN DOWN.  A NEW DESCRIPTION FOLLOWS--
 LB2241'
 LB2241'THE STATION IS ABOUT 4 MILES EAST OF HOOPESTON, 1/2 MILE SOUTH OF
 LB2241'CHENEYVILLE AND ON ROAD RIGHT-OF-WAY.  IT IS 133 FEET NORTHWEST OF
 LB2241'THE INTERSECTION OF STATE HIGHWAY 9 AND CHENEYVILLE ROAD, 49 FEET
 LB2241'NORTH OF THE CENTERLINE OF HIGHWAY 9, 24 FEET EAST OF A TELEPHONE
 LB2241'POLE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS
 LB2241'FLUSH AND THE DISK IS STAMPED CHENEY 1955.
 LB2241'
 LB2241'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CHENEYVILLE, GO
 LB2241'SOUTH ON CHENEYVILLE ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 LB2241'LEFT.  CONTINUE SOUTH ON THE ROAD FOR 0.15 MILE TO THE INTERSECTION
 LB2241'OF STATE HIGHWAY 9 AND THE STATION IN THE NORTHWEST ANGLE OF THE
 LB2241'INTERSECTION.
 LB2241'
 LB2241'REFERENCE MARK 3 IS 105 FEET WEST OF THE CENTERLINE OF CHENEYVILLE
 LB2241'ROAD, 59 FEET NORTH OF THE CENTERLINE OF HIGHWAY 9 AND 1 FOOT WEST
 LB2241'OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB2241'STAMPED CHENEY 1955 NO 3 1967.
 LB2241'
 LB2241'REFERENCE MARK 4 IS 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 LB2241'AND 7 FEET WEST OF THE TELEPHONE POLE.  THE MONUMENT IS FLUSH AND
 LB2241'THE DISK IS STAMPED CHENEY NO 4 1955 1967.
 LB2241'
 LB2241'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF ROAD, 2 FEET
 LB2241'SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A
 LB2241'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LB2241'CHENEY 1955.
 LB2241'
 LB2241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 LB2241'CHENEYVILLE.
 LB2241
 LB2241                          STATION RECOVERY (1972)
 LB2241
 LB2241'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (DLU)
 LB2241'CHENEY 1955 STATION MARK RECOVERED IN GOOD CONDITION.
 LB2241'
 LB2241'CHENEY 1955 AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 LB2241'
 LB2241'CHENEY NO 4 1955 1967 RECOVERED IN GOOD CONDITION.
 LB2241'
 LB2241'CHENEY NO 3 1955 1967 RECOVERED IN GOOD CONDITION.
 LB2241'
 LB2241'REFERENCE MARK NO. 3 IS 13.97 FEET FROM STATION CHENEY NOT 14.07
 LB2241'FEET.
 LB2241'
 LB2241'REFERENCE MARK NO. 4 IS 31.38 FEET FROM STATION CHENEY NOT 31.41
 LB2241'FEET.
 LB2241'
 LB2241'REFERENCE MARK NO. 3 IS 42.01 FEET FROM REFERENCE MARK NO. 4 NOT
 LB2241'42.12 FEET.
 LB2241'
 LB2241'AIRLINE DISTANCE AND DIRECTION FROM NEARST TOWN--1/2 MILE SOUTH OF
 LB2241'CHENEYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1858 ***********************************************************************
 LC1858  DESIGNATION -  CHENOA
 LC1858  PID         -  LC1858
 LC1858  STATE/COUNTY-  IL/LIVINGSTON
 LC1858  USGS QUAD   -  FLANAGAN SOUTH (1984)
 LC1858
 LC1858                         *CURRENT SURVEY CONTROL
 LC1858  ___________________________________________________________________
 LC1858* NAD 83(1997)-  40 46 12.80324(N)    088 45 26.58423(W)     ADJUSTED  
 LC1858* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LC1858  ___________________________________________________________________
 LC1858  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LC1858  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC1858
 LC1858  HORZ ORDER  -  FIRST
 LC1858
 LC1858.The horizontal coordinates were established by classical geodetic methods
 LC1858.and adjusted by the National Geodetic Survey in October 1999..
 LC1858
 LC1858.The orthometric height was scaled from a topographic map.
 LC1858
 LC1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1858
 LC1858.The geoid height was determined by GEOID03.
 LC1858
 LC1858;                    North         East     Units Scale Factor Converg.
 LC1858;SPC IL E     -   455,611.840   264,199.609   MT  0.99999077   -0 16 36.9
 LC1858;SPC IL E     - 1,494,786.51    866,794.88   sFT  0.99999077   -0 16 36.9
 LC1858;UTM  16      - 4,514,735.759   351,685.719   MT  0.99987075   -1 08 52.2
 LC1858
 LC1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1858!SPC IL E     -   0.99997132  x   0.99999077  =   0.99996209
 LC1858!UTM  16      -   0.99997132  x   0.99987075  =   0.99984207
 LC1858
 LC1858:                Primary Azimuth Mark                     Grid Az
 LC1858:SPC IL E     -  PONTIAC RAD WOPP RED LT TOP TR           041 41 30.8
 LC1858:UTM  16      -  PONTIAC RAD WOPP RED LT TOP TR           042 33 46.1
 LC1858
 LC1858|---------------------------------------------------------------------|
 LC1858| PID    Reference Object                     Distance      Geod. Az  |
 LC1858|                                                           dddmmss.s |
 LC1858| LC1831 PONTIAC RAD WOPP RED LT TOP TR      APPROX.14.9 KM 0412453.9 |
 LC1858| LC1859 PTS NO 61 USGS 1939                  35.380 METERS 09028     |
 LC1858| LC1842 CHENOA MUNICIPAL STANDPIPE          APPROX. 4.5 KM 1320753.8 |
 LC1858| LC1843 CHENOA ST JOSEPH CATH CH SPIRE      APPROX. 4.1 KM 1350355.3 |
 LC1858| CI6816 CHENOA AZ MK                                       1735344.0 |
 LC1858| CI6817 CHENOA RM 1                          60.929 METERS 17609     |
 LC1858| CI6818 CHENOA RM 2                          46.455 METERS 26141     |
 LC1858|---------------------------------------------------------------------|
 LC1858
 LC1858                          SUPERSEDED SURVEY CONTROL
 LC1858
 LC1858  NAD 83(1986)-  40 46 12.81767(N)    088 45 26.59117(W) AD(       ) 1
 LC1858  NAD 27      -  40 46 12.69500(N)    088 45 26.35900(W) AD(       ) 1
 LC1858
 LC1858.Superseded values are not recommended for survey control.
 LC1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1858.See file dsdata.txt to determine how the superseded data were derived.
 LC1858
 LC1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5168614736(NAD 83)
 LC1858_MARKER: DS = TRIANGULATION STATION DISK
 LC1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1858+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 LC1858
 LC1858  HISTORY     - Date     Condition        Report By
 LC1858  HISTORY     - 1939     MONUMENTED       CGS
 LC1858  HISTORY     - 1960     GOOD             CGS
 LC1858  HISTORY     - 20060608 GOOD             FARNGP
 LC1858
 LC1858                          STATION DESCRIPTION
 LC1858
 LC1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1858'STATION IS LOCATED 2-1/2 MILES NORTHWEST OF THE TOWN OF
 LC1858'CHENOA AND 1 MILE NORTH OF THE LIVINGSTON-MC LEAN COUNTY
 LC1858'LINE.  IT IS IN A FENCED-IN SCHOOLYARD, 15 FEET NORTHWEST
 LC1858'OF THE NORTHWEST CORNER OF THE WOODEN SCHOOL BUILDING AND
 LC1858'16 FEET SOUTH OF A WIRE FENCE WHICH SEPARATES THE SCHOOLYARD
 LC1858'FROM THE HIGHWAY RIGHT-OF-WAY.  THE MARK
 LC1858'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED CHENOA
 LC1858'1939.
 LC1858'
 LC1858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 LC1858'NO. 66 AND NO. 24 IN CHENOA, GO WEST ON HIGHWAY NO. 24 FOR
 LC1858'1.7 MILES.  TURN RIGHT AND FOLLOW A GRAVEL ROAD NORTH FOR
 LC1858'ONE MILE.  JOG RIGHT THEN LEFT AND CONTINUE NORTH FOR 1.0
 LC1858'MILE TO A CROSSROADS AND SCHOOL.  STATION IS LOCATED IN
 LC1858'THE SCHOOLYARD.
 LC1858'
 LC1858'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1858'BRONZE DISKS SET IN CONCRETE.
 LC1858'
 LC1858'REFERENCE MARK NO. 1 IS IN THE SCHOOLYARD AND LIES 199.90
 LC1858'FEET, 60.929 METERS, SOUTH OF THE STATION.  IT IS 1 FOOT
 LC1858'NORTH OF AN EAST-WEST WIRE FENCE AND 49 FEET WEST OF A NORTH-SOUTH
 LC1858'FENCE.  THE MARK, PROJECTS 4 INCHES ABOVE THE GROUND
 LC1858'AND IS STAMPED CHENOA NO 1 1939.
 LC1858'
 LC1858'REFERENCE MARK NO. 2 IS IN THE SCHOOLYARD AND LIES 152.41
 LC1858'FEET, 46.455 METERS, SOUTH OF THE STATION.  IT IS ONE FOOT
 LC1858'EAST OF A NORTH-SOUTH WIRE FENCE AND 34.8 FEET SOUTH OF AN
 LC1858'EAST-WEST WIRE FENCE.  THE MARK, PROJECTS 4 INCHES
 LC1858'AND IS STAMPED CHENOA NO 2 1939.
 LC1858'
 LC1858'UNITED STATES GEOLOGICAL SURVEY PRIMARY TRAVERSE STATION
 LC1858'NO. 61, 1923 LIES ACROSS THE ROAD (EAST) FROM THE SCHOOLHOUSE.
 LC1858'IT IS 116.07 FEET, 35.380 METERS, EAST OF THE STATION.  1-1/2
 LC1858'FEET WEST OF THE FENCE ON THE EAST SIDE OF THE ROAD.  13
 LC1858'PACES SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD AND 7
 LC1858'PACES EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD.  THE
 LC1858'MARK, WHICH IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 LC1858'DISK SET IN A 6- BY 6-INCH CONCRETE POST, PROJECTS 8 INCHES
 LC1858'AND IS STAMPED P.T. STA NO 61 1923.
 LC1858'
 LC1858'THE AZIMUTH MARK LIES 0.2 MILE SOUTH OF THE STATION, 8-1/2
 LC1858'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD AND 1 FOOT
 LC1858'WEST OF A NORTH-SOUTH FENCE.  TO REACH THE AZIMUTH MARK GO
 LC1858'SOUTH FROM THE SCHOOL FOR 0.2 MILE TO THE MARK ON THE LEFT.
 LC1858'THE MARK, PROJECTS 4 INCHES ABOVE THE GROUND AND
 LC1858'IS STAMPED CHENOA 1939.
 LC1858'
 LC1858'A 90-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 LC1858'
 LC1858'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1858
 LC1858                          STATION RECOVERY (1960)
 LC1858
 LC1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1858'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS
 LC1858'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 LC1858'MARK WAS FOUND IN GOOD CONDITION.
 LC1858
 LC1858                          STATION RECOVERY (2006)
 LC1858
 LC1858'RECOVERY NOTE BY FARNSWORTH GROUP 2006 (KDV)
 LC1858'THIS MONUMENT WAS THREE FEET DEEP IN A FARMERS FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1842 ***********************************************************************
 LC1842  DESIGNATION -  CHENOA MUNICIPAL STANDPIPE
 LC1842  PID         -  LC1842
 LC1842  STATE/COUNTY-  IL/MCLEAN
 LC1842  USGS QUAD   -  CHENOA (1986)
 LC1842
 LC1842                         *CURRENT SURVEY CONTROL
 LC1842  ___________________________________________________________________
 LC1842* NAD 83(1997)-  40 44 35.88257(N)    088 43 05.74403(W)     ADJUSTED  
 LC1842* NAVD 88     -                                                        
 LC1842  ___________________________________________________________________
 LC1842  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 LC1842  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC1842
 LC1842  HORZ ORDER  -  THIRD
 LC1842
 LC1842.The horizontal coordinates were established by classical geodetic methods
 LC1842.and adjusted by the National Geodetic Survey in October 1999..
 LC1842
 LC1842
 LC1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1842
 LC1842.The geoid height was determined by GEOID03.
 LC1842
 LC1842;                    North         East     Units Scale Factor Converg.
 LC1842;SPC IL E     -   452,606.965   267,489.390   MT  0.99998800   -0 15 04.4
 LC1842;SPC IL E     - 1,484,928.02    877,588.11   sFT  0.99998800   -0 15 04.4
 LC1842;UTM  16      - 4,511,681.622   354,929.057   MT  0.99985904   -1 07 18.0
 LC1842
 LC1842                          SUPERSEDED SURVEY CONTROL
 LC1842
 LC1842  NAD 83(1986)-  40 44 35.89701(N)    088 43 05.75185(W) AD(       ) 4
 LC1842  NAD 27      -  40 44 35.77200(N)    088 43 05.52300(W) AD(       ) 3
 LC1842
 LC1842.Superseded values are not recommended for survey control.
 LC1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1842.See file dsdata.txt to determine how the superseded data were derived.
 LC1842
 LC1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5492911682(NAD 83)
 LC1842_MARKER: 52 = STANDPIPE TANK
 LC1842
 LC1842  HISTORY     - Date     Condition        Report By
 LC1842  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1842
 LC1842                          STATION DESCRIPTION
 LC1842
 LC1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1842'POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE MUNICIPAL
 LC1842'STANDPIPE IN CHENOA, ILLINOIS.  THIS IS A BRICK STANDPIPE
 LC1842'WITH A STEEL TOP LOCATED IN THE SOUTHWEST CORNER OF THE CITY
 LC1842'PARK, ACROSS THE STREET FROM THE METHODIST EPISCOPAL CHURCH.
 LC1842'
 LC1842'STANDPIPE WAS OBSERVED FROM TRIANGULATION STATIONS MYER,
 LC1842'CHENOA, ZIMMERMAN AND KING AND FLANAGAN (NO. 83 T U.S.G.S.).
 LC1842'
 LC1842'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1841 ***********************************************************************
 LC1841  DESIGNATION -  CHENOA MUNICIPAL TANK
 LC1841  PID         -  LC1841
 LC1841  STATE/COUNTY-  IL/MCLEAN
 LC1841  USGS QUAD   -  CHENOA (1986)
 LC1841
 LC1841                         *CURRENT SURVEY CONTROL
 LC1841  ___________________________________________________________________
 LC1841* NAD 83(1997)-  40 44 36.09327(N)    088 43 05.07677(W)     ADJUSTED  
 LC1841* NAVD 88     -                                                        
 LC1841  ___________________________________________________________________
 LC1841  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 LC1841  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC1841
 LC1841  HORZ ORDER  -  THIRD
 LC1841
 LC1841.The horizontal coordinates were established by classical geodetic methods
 LC1841.and adjusted by the National Geodetic Survey in October 1999..
 LC1841
 LC1841
 LC1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1841
 LC1841.The geoid height was determined by GEOID03.
 LC1841
 LC1841;                    North         East     Units Scale Factor Converg.
 LC1841;SPC IL E     -   452,613.396   267,505.073   MT  0.99998799   -0 15 04.0
 LC1841;SPC IL E     - 1,484,949.12    877,639.56   sFT  0.99998799   -0 15 04.0
 LC1841;UTM  16      - 4,511,687.813   354,944.833   MT  0.99985899   -1 07 17.5
 LC1841
 LC1841                          SUPERSEDED SURVEY CONTROL
 LC1841
 LC1841  NAD 83(1986)-  40 44 36.10778(N)    088 43 05.08523(W) AD(       ) 4
 LC1841  NAD 27      -  40 44 35.98200(N)    088 43 04.85900(W) AD(       ) 3
 LC1841
 LC1841.Superseded values are not recommended for survey control.
 LC1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1841.See file dsdata.txt to determine how the superseded data were derived.
 LC1841
 LC1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5494511688(NAD 83)
 LC1841_MARKER: 53 = ELEVATED TANK
 LC1841
 LC1841  HISTORY     - Date     Condition        Report By
 LC1841  HISTORY     - 1960     FIRST OBSERVED   CGS
 LC1841
 LC1841                          STATION DESCRIPTION
 LC1841
 LC1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1841'THE STATION IS LOCATED ABOUT 2 BLOCKS EAST OF THE BUISNESS
 LC1841'SECTION OF TOWN, JUST NORTHEAST OF THE INTERSECTION OF LINCOLN
 LC1841'AND DIVISION STREETS.  IT IS A LARGE OVAL SHAPED TANK, PAINTED
 LC1841'SILVER IN COLOR AND IS SUPPORTED BY A 6 LEGGED STEEL STRUCTURE.
 LC1841'THE OVER-ALL HEIGHT IS APPROXIMATELY 135 FEET.
 LC1841'
 LC1841'THE POINT INTERSECTED WAS THE VENT ON TOP OF TANK.
 LC1841'
 LC1841'NOTE--THIS TANK REPLACES THE MUNICIPAL STANDPIPE WHICH HAS
 LC1841'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1843 ***********************************************************************
 LC1843  DESIGNATION -  CHENOA ST JOSEPH CATH CH SPIRE
 LC1843  PID         -  LC1843
 LC1843  STATE/COUNTY-  IL/MCLEAN
 LC1843  USGS QUAD   -  CHENOA (1986)
 LC1843
 LC1843                         *CURRENT SURVEY CONTROL
 LC1843  ___________________________________________________________________
 LC1843* NAD 83(1997)-  40 44 37.85020(N)    088 43 22.04769(W)     ADJUSTED  
 LC1843* NAVD 88     -                                                        
 LC1843  ___________________________________________________________________
 LC1843  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LC1843  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC1843
 LC1843  HORZ ORDER  -  THIRD
 LC1843
 LC1843.The horizontal coordinates were established by classical geodetic methods
 LC1843.and adjusted by the National Geodetic Survey in October 1999..
 LC1843
 LC1843
 LC1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1843
 LC1843.The geoid height was determined by GEOID03.
 LC1843
 LC1843;                    North         East     Units Scale Factor Converg.
 LC1843;SPC IL E     -   452,669.346   267,107.162   MT  0.99998831   -0 15 15.1
 LC1843;SPC IL E     - 1,485,132.68    876,334.08   sFT  0.99998831   -0 15 15.1
 LC1843;UTM  16      - 4,511,749.794   354,547.869   MT  0.99986041   -1 07 28.7
 LC1843
 LC1843                          SUPERSEDED SURVEY CONTROL
 LC1843
 LC1843  NAD 83(1986)-  40 44 37.86437(N)    088 43 22.05538(W) AD(       ) 4
 LC1843  NAD 27      -  40 44 37.73900(N)    088 43 21.82900(W) AD(       ) 3
 LC1843
 LC1843.Superseded values are not recommended for survey control.
 LC1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1843.See file dsdata.txt to determine how the superseded data were derived.
 LC1843
 LC1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5454811750(NAD 83)
 LC1843_MARKER: 90 = CHURCH SPIRE
 LC1843
 LC1843  HISTORY     - Date     Condition        Report By
 LC1843  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1843  HISTORY     - 1961     GOOD             CGS
 LC1843
 LC1843                          STATION DESCRIPTION
 LC1843
 LC1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1843'POINT OBSERVED UPON WAS THE BASE OF THE CROSS ON THE CATHOLIC
 LC1843'CHURCH SPIRE IN CHENOA, ILLINOIS.  THIS CHURCH IS LOCATED
 LC1843'ON OWSLEY STREET, ONE-HALF BLOCK EAST OF UNITED STATES HIGHWAY
 LC1843'NO. 66.
 LC1843'
 LC1843'THIS SPIRE WAS OBSERVED FROM TRIANGULATION STATIONS MYER,
 LC1843'CHENOA, ZIMMERMAN AND KING.
 LC1843'
 LC1843'AN INTERSECTION STATION.
 LC1843
 LC1843                          STATION RECOVERY (1961)
 LC1843
 LC1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC1843'STATION WAS VISITED AND FOUND TO BE IN GOOD CONDITION.  THE
 LC1843'STATION WAS RECOVERED AS DESCRIBED.
 LC1843'
 LC1843'NOTE--STATION IS LOCATED ABOUT 2 BLOCKS WEST OF THE BUSINESS
 LC1843'SECTION.  U.S. HIGHWAY 66 MENTIONED IN ORIGINAL DESCRIPTION
 LC1843'HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1188 ***********************************************************************
 NH1188  DESIGNATION -  CHERRY
 NH1188  PID         -  NH1188
 NH1188  STATE/COUNTY-  IL/BOONE
 NH1188  USGS QUAD   -  CHERRY VALLEY (1993)
 NH1188
 NH1188                         *CURRENT SURVEY CONTROL
 NH1188  ___________________________________________________________________
 NH1188* NAD 83(1997)-  42 14 16.28589(N)    088 55 58.65177(W)     ADJUSTED  
 NH1188* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 NH1188  ___________________________________________________________________
 NH1188  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 NH1188  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH1188
 NH1188  HORZ ORDER  -  THIRD
 NH1188
 NH1188.The horizontal coordinates were established by classical geodetic methods
 NH1188.and adjusted by the National Geodetic Survey in October 1999..
 NH1188
 NH1188.The orthometric height was scaled from a topographic map.
 NH1188
 NH1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1188
 NH1188.The geoid height was determined by GEOID03.
 NH1188
 NH1188;                    North         East     Units Scale Factor Converg.
 NH1188;SPC IL E     -   618,696.171   250,507.159   MT  1.00000513   -0 24 11.1
 NH1188;SPC IL E     - 2,029,839.02    821,872.24   sFT  1.00000513   -0 24 11.1
 NH1188;SPC IL W     -   619,238.148   801,826.882   MT  1.00006871   +0 49 45.8
 NH1188;SPC IL W     - 2,031,617.16  2,630,660.36   sFT  1.00006871   +0 49 45.8
 NH1188;UTM  16      - 4,677,994.588   340,511.525   MT  0.99991298   -1 17 58.7
 NH1188
 NH1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1188!SPC IL E     -   0.99996932  x   1.00000513  =   0.99997445
 NH1188!SPC IL W     -   0.99996932  x   1.00006871  =   1.00003803
 NH1188!UTM  16      -   0.99996932  x   0.99991298  =   0.99988231
 NH1188
 NH1188|---------------------------------------------------------------------|
 NH1188| PID    Reference Object                     Distance      Geod. Az  |
 NH1188|                                                           dddmmss.s |
 NH1188| CI8370 CHERRY RM 1                          27.039 METERS 07441     |
 NH1188| CI8371 CHERRY RM 2                          25.850 METERS 15312     |
 NH1188| CI8369 CHERRY AZ MK                                       2640519.4 |
 NH1188|---------------------------------------------------------------------|
 NH1188
 NH1188                          SUPERSEDED SURVEY CONTROL
 NH1188
 NH1188  NAD 83(1997)-  42 14 16.28574(N)    088 55 58.65331(W) AD(       ) 3
 NH1188  NAD 83(1986)-  42 14 16.28358(N)    088 55 58.65759(W) AD(       ) 3
 NH1188  NAD 27      -  42 14 16.20770(N)    088 55 58.29030(W) AD(       ) 3
 NH1188
 NH1188.Superseded values are not recommended for survey control.
 NH1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1188.See file dsdata.txt to determine how the superseded data were derived.
 NH1188
 NH1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4051277995(NAD 83)
 NH1188_MARKER: DS = TRIANGULATION STATION DISK
 NH1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1188
 NH1188  HISTORY     - Date     Condition        Report By
 NH1188  HISTORY     - 1954     MONUMENTED       CGS
 NH1188  HISTORY     - 1965     MARK NOT FOUND   USGS
 NH1188  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 NH1188
 NH1188                          STATION DESCRIPTION
 NH1188
 NH1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1188'STATION IS LOCATED ABOUT 6 MILES WEST OF BELVIDERE AND 1
 NH1188'MILE EAST OF CHERRY VALLEY AND ON THE PROPERTY OF FRANKLYN
 NH1188'FIELD AIRPORT.  IT IS 145 FEET WEST OF THE CENTER OF A
 NH1188'GRAVEL DRIVEWAY TO THE AIRPORT, 67 FEET SOUTH OF THE CENTER
 NH1188'OF STATE HIGHWAY 5, 45 FEET NORTH OF THE NORTHEAST CORNER
 NH1188'OF A HANGAR AND 9 FEET SOUTH OF A WHITE WITNESS POST AND
 NH1188'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1188'CHERRY 1954.
 NH1188'
 NH1188'REFERENCE MARK NO. 1 IS 61 FEET WEST OF THE CENTER OF THE
 NH1188'DRIVEWAY, 58 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1
 NH1188'FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 NH1188'IS STAMPED CHERRY NO 1 1954.
 NH1188'
 NH1188'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE EAST SIDE OF THE
 NH1188'HANGAR, 5 FEET NORTH OF THE NORTHEAST CORNER OF THE ADMINISTRATION
 NH1188'OFFICE AND SET IN THE ANGLE OF A SIDEWALK.  THE MARK IS FLUSH
 NH1188'AND THE DISK IS STAMPED CHERRY NO 2 1954.
 NH1188'
 NH1188'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF HIGHWAY 5,
 NH1188'3 FEET EAST OF A WHITE WITNESS POST, 2 FEET NORTHEAST OF A
 NH1188'TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 NH1188'PROJECTS 4 INCHES AND THE DISK IS STAMPED CHERRY 1954.
 NH1188'
 NH1188'TO REACH THE STATION FROM THE BRIDGE OVER THE KISHWAUKEE
 NH1188'RIVER IN CHERRY VALLEY GO EAST ON STATE HIGHWAY 5 FOR 0.9
 NH1188'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 NH1188'EAST ON HIGHWAY 5 FOR 0.3 MILE TO THE AIRPORT AND THE STATION
 NH1188'ON THE RIGHT AS DESCRIBED.
 NH1188'
 NH1188'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1188
 NH1188                          STATION RECOVERY (1965)
 NH1188
 NH1188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NH1188'STATION NOT RECOVERED.  NONE OF THE MARKS WERE FOUND.  THE
 NH1188'ONE REMAINING BUILDING AT THE AIRPORT IS NO LONGER USED AS
 NH1188'AN AIRPORT AND IT IS NOT POSSIBLE TO TELL IF THIS IS THE
 NH1188'BUILDING MENTIONED IN THE DESCRIPTION.  THE ROAD HAS BEEN
 NH1188'RELOCATED AND WIDENED.  AS BEST WE COULD DETERMINE THE MARK
 NH1188'SHOULD BE WHERE THE DEEPEST PART OF THE DRAINAGE DITCH IS
 NH1188'NOW LOCATED.
 NH1188'
 NH1188'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 NH1188'EAST OF CHERRY VALLEY
 NH1188
 NH1188                          STATION RECOVERY (1997)
 NH1188
 NH1188'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1648 ***********************************************************************
 MF1648  DESIGNATION -  CHERRY MUNICIPAL TANK
 MF1648  PID         -  MF1648
 MF1648  STATE/COUNTY-  IL/BUREAU
 MF1648  USGS QUAD   -  LADD (1966)
 MF1648
 MF1648                         *CURRENT SURVEY CONTROL
 MF1648  ___________________________________________________________________
 MF1648* NAD 83(1997)-  41 25 41.49354(N)    089 12 49.53037(W)     ADJUSTED  
 MF1648* NAVD 88     -                                                        
 MF1648  ___________________________________________________________________
 MF1648  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MF1648  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1648
 MF1648  HORZ ORDER  -  THIRD
 MF1648
 MF1648.The horizontal coordinates were established by classical geodetic methods
 MF1648.and adjusted by the National Geodetic Survey in October 1999..
 MF1648
 MF1648
 MF1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1648
 MF1648.The geoid height was determined by GEOID03.
 MF1648
 MF1648;                    North         East     Units Scale Factor Converg.
 MF1648;SPC IL W     -   529,015.240   779,647.791   MT  1.00001922   +0 37 50.0
 MF1648;SPC IL W     - 1,735,610.83  2,557,894.46   sFT  1.00001922   +0 37 50.0
 MF1648;SPC IL E     -   528,968.991   226,408.205   MT  1.00004162   -0 34 57.3
 MF1648;SPC IL E     - 1,735,459.10    742,807.59   sFT  1.00004162   -0 34 57.3
 MF1648;UTM  16      - 4,588,657.424   315,023.824   MT  1.00002110   -1 27 54.8
 MF1648
 MF1648                          SUPERSEDED SURVEY CONTROL
 MF1648
 MF1648  NAD 83(1997)-  41 25 41.49625(N)    089 12 49.53634(W) AD(       ) 4
 MF1648  NAD 83(1986)-  41 25 41.50073(N)    089 12 49.53774(W) AD(       ) 4
 MF1648  NAD 27      -  41 25 41.37900(N)    089 12 49.22900(W) AD(       ) 3
 MF1648
 MF1648.Superseded values are not recommended for survey control.
 MF1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1648.See file dsdata.txt to determine how the superseded data were derived.
 MF1648
 MF1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1502488657(NAD 83)
 MF1648_MARKER: 51 = TANK
 MF1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1648+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 MF1648
 MF1648  HISTORY     - Date     Condition        Report By
 MF1648  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1648  HISTORY     - 1954     GOOD             CGS
 MF1648  HISTORY     - 1959     GOOD             CGS
 MF1648  HISTORY     - 19960414 GOOD             USPSQD
 MF1648  HISTORY     - 20010606 GOOD             USPSQD
 MF1648  HISTORY     - 20050705 GOOD             USPSQD
 MF1648
 MF1648                          STATION DESCRIPTION
 MF1648
 MF1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1648'STATION WAS ESTABLISHED BUT NOT DESCRIBED IN 1930.
 MF1648'
 MF1648'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 MF1648'WATER TANK LOCATED NEAR THE CENTER OF THE TOWN OF CHERRY
 MF1648'ON THE NORTH SIDE OF STATE HIGHWAY 89.  IT IS A TALL SLENDER
 MF1648'TANK, WITH A FLAT CONICAL ROOF AND A DEEP OVAL BOTTOM ATOP
 MF1648'A 4 LEGGED STEEL TRUSSWORK STRUCTURE.  THE ENTIRE STRUCTURE IS
 MF1648'PAINTED SILVER.  THE TOTAL HEIGHT IS 135 FEET HIGH.
 MF1648
 MF1648                          STATION RECOVERY (1959)
 MF1648
 MF1648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1648'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT A NEW TOP
 MF1648'WAS PUT ON THE TANK 2 YEARS AGO.  THIS MIGHT MAKE A SLIGHT
 MF1648'DIFFERENCE IN THE AZIMUTHS.
 MF1648
 MF1648                          STATION RECOVERY (1996)
 MF1648
 MF1648'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1648'RECOVERED IN GOOD CONDITION.
 MF1648
 MF1648                          STATION RECOVERY (2001)
 MF1648
 MF1648'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1648'RECOVERED IN GOOD CONDITION.
 MF1648
 MF1648                          STATION RECOVERY (2005)
 MF1648
 MF1648'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1648'THE TANK IS NOW WHITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9199 ***********************************************************************
 DE9199  DESIGNATION -  CHESSIE
 DE9199  PID         -  DE9199
 DE9199  STATE/COUNTY-  IL/GREENE
 DE9199  USGS QUAD   -  PEARL EAST (1980)
 DE9199
 DE9199                         *CURRENT SURVEY CONTROL
 DE9199  ___________________________________________________________________
 DE9199* NAD 83(1997)-  39 28 58.32667(N)    090 31 33.81533(W)     ADJUSTED  
 DE9199* NAVD 88     -       134.2    (meters)     440.     (feet)  GPS OBS   
 DE9199  ___________________________________________________________________
 DE9199  X           -     -45,259.395 (meters)                     COMP
 DE9199  Y           -  -4,929,286.318 (meters)                     COMP
 DE9199  Z           -   4,033,900.435 (meters)                     COMP
 DE9199  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DE9199  ELLIP HEIGHT-         101.82  (meters)          (02/03/05) GPS OBS
 DE9199  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 DE9199
 DE9199  HORZ ORDER  -  FIRST
 DE9199  ELLP ORDER  -  FOURTH    CLASS II
 DE9199
 DE9199.The horizontal coordinates were established by GPS observations
 DE9199.and adjusted by the National Geodetic Survey in January 2003..
 DE9199
 DE9199.The orthometric height was determined by GPS observations and a
 DE9199.high-resolution geoid model.
 DE9199
 DE9199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9199
 DE9199.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9199
 DE9199.The ellipsoidal height was determined by GPS observations
 DE9199.and is referenced to NAD 83.
 DE9199
 DE9199.The geoid height was determined by GEOID03.
 DE9199
 DE9199;                    North         East     Units Scale Factor Converg.
 DE9199;SPC IL W     -   312,635.896   669,081.559   MT  0.99995294   -0 13 42.7
 DE9199;SPC IL W     - 1,025,706.27  2,195,145.08   sFT  0.99995294   -0 13 42.7
 DE9199;UTM  15      - 4,373,285.064   712,771.942   MT  1.00015742   +1 34 25.1
 DE9199
 DE9199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9199!SPC IL W     -   0.99998403  x   0.99995294  =   0.99993697
 DE9199!UTM  15      -   0.99998403  x   1.00015742  =   1.00014144
 DE9199
 DE9199                          SUPERSEDED SURVEY CONTROL
 DE9199
 DE9199  ELLIP H (01/06/03)  101.86   (m)                       GP(       ) 3 2
 DE9199
 DE9199.Superseded values are not recommended for survey control.
 DE9199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9199.See file dsdata.txt to determine how the superseded data were derived.
 DE9199
 DE9199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1277273285(NAD 83)
 DE9199_MARKER: A = ALUMINUM MARKER
 DE9199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9199_STAMPING: CHESSIE 1996
 DE9199_MARK LOGO: ILDT  
 DE9199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9199+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9199
 DE9199  HISTORY     - Date     Condition        Report By
 DE9199  HISTORY     - 1996     MONUMENTED       ILDT
 DE9199
 DE9199                          STATION DESCRIPTION
 DE9199
 DE9199'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9199'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9199'STATION IS LOCATED 2.4 MI (3.9 KM) NNE OF CENTER OF HILLVIEW.  TO
 DE9199'REACH STATION FROM COUNTY ROADS 420E (ILLINOIS RIVER ROAD) AND 2400N
 DE9199'NW OF HILLVIEW AT CIPS SUBSTATION, GO NE ON 420E (ILLINOIS RIVER ROAD)
 DE9199'FOR 1.5 MI (2.4 KM) TO STATION ON RIGHT.  STATION IS 20.8 FEET (6.3 M)
 DE9199'E OF CENTERLINE 420E (ILLINOIS RIVER ROAD) , 171.5 FEET (52.3 M) S OF
 DE9199'S END OF GUARDRAIL OF BRIDGE, 24.8 FEET (7.6 M) W OF FENCELINE, 2.5
 DE9199'FEET (0.8 M) NW OF WITNESS POST.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9198 ***********************************************************************
 DE9198  DESIGNATION -  CHESSIE AZI
 DE9198  PID         -  DE9198
 DE9198  STATE/COUNTY-  IL/GREENE
 DE9198  USGS QUAD   -  PEARL EAST (1980)
 DE9198
 DE9198                         *CURRENT SURVEY CONTROL
 DE9198  ___________________________________________________________________
 DE9198* NAD 83(1997)-  39 27 47.92464(N)    090 32 31.67242(W)     ADJUSTED  
 DE9198* NAVD 88     -       129.0    (meters)     423.     (feet)  GPS OBS   
 DE9198  ___________________________________________________________________
 DE9198  X           -     -46,655.076 (meters)                     COMP
 DE9198  Y           -  -4,930,649.701 (meters)                     COMP
 DE9198  Z           -   4,032,221.141 (meters)                     COMP
 DE9198  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DE9198  ELLIP HEIGHT-          96.69  (meters)          (02/03/05) GPS OBS
 DE9198  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DE9198
 DE9198  HORZ ORDER  -  FIRST
 DE9198  ELLP ORDER  -  FOURTH    CLASS II
 DE9198
 DE9198.The horizontal coordinates were established by GPS observations
 DE9198.and adjusted by the National Geodetic Survey in January 2003..
 DE9198
 DE9198.The orthometric height was determined by GPS observations and a
 DE9198.high-resolution geoid model.
 DE9198
 DE9198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9198
 DE9198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9198
 DE9198.The ellipsoidal height was determined by GPS observations
 DE9198.and is referenced to NAD 83.
 DE9198
 DE9198.The geoid height was determined by GEOID03.
 DE9198
 DE9198;                    North         East     Units Scale Factor Converg.
 DE9198;SPC IL W     -   310,470.444   667,689.893   MT  0.99995402   -0 14 19.1
 DE9198;SPC IL W     - 1,018,601.78  2,190,579.26   sFT  0.99995402   -0 14 19.1
 DE9198;UTM  15      - 4,371,076.483   711,448.785   MT  1.00015052   +1 33 45.9
 DE9198
 DE9198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9198!SPC IL W     -   0.99998483  x   0.99995402  =   0.99993885
 DE9198!UTM  15      -   0.99998483  x   1.00015052  =   1.00013535
 DE9198
 DE9198                          SUPERSEDED SURVEY CONTROL
 DE9198
 DE9198  ELLIP H (01/06/03)   96.74   (m)                       GP(       ) 3 2
 DE9198
 DE9198.Superseded values are not recommended for survey control.
 DE9198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9198.See file dsdata.txt to determine how the superseded data were derived.
 DE9198
 DE9198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1144971076(NAD 83)
 DE9198_MARKER: A = ALUMINUM MARKER
 DE9198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9198_STAMPING: CHESSIE AZI 1996
 DE9198_MARK LOGO: ILDT  
 DE9198_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9198+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9198
 DE9198  HISTORY     - Date     Condition        Report By
 DE9198  HISTORY     - 1996     MONUMENTED       ILDT
 DE9198
 DE9198                          STATION DESCRIPTION
 DE9198
 DE9198'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9198'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9198'STATION IS LOCATED 0.9 MI (1.4 KM) N OF CENTER OF HILLVIEW.  TO REACH
 DE9198'STATION FROM COUNTY ROADS 420E (ILLINOIS RIVER ROAD) AND 2400N NW OF
 DE9198'HILLVIEW AT CIPS SUBSTATION, GO W ON 2400N FOR 0.1 MI (0.2 KM) TO
 DE9198'STATION ON LEFT.  STATION IS 20.3 FEET (6.2 M) S OF CENTERLINE 2400N,
 DE9198'61.6 FEET (18.8 M) SSE OF POWER POLE, 56.5 FEET (17.2 M) W OF POWER
 DE9198'POLE, 2.2 FEET (0.7 M) E OF WITNESS POST.  STATION IS FLUSH WITH
 DE9198'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1056 ***********************************************************************
 HB1056  DESIGNATION -  CHESTER
 HB1056  PID         -  HB1056
 HB1056  STATE/COUNTY-  IL/RANDOLPH
 HB1056  USGS QUAD   -  CHESTER (1993)
 HB1056
 HB1056                         *CURRENT SURVEY CONTROL
 HB1056  ___________________________________________________________________
 HB1056* NAD 83(1986)-  37 54 20.     (N)    089 49 38.     (W)     SCALED    
 HB1056* NAVD 88     -       193.155  (meters)     633.71   (feet)  ADJUSTED  
 HB1056  ___________________________________________________________________
 HB1056  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HB1056  DYNAMIC HT  -         193.022 (meters)     633.27  (feet)  COMP
 HB1056  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 HB1056
 HB1056  VERT ORDER  -  SECOND    CLASS 0
 HB1056
 HB1056.The horizontal coordinates were scaled from a topographic map and have
 HB1056.an estimated accuracy of +/- 6 seconds.
 HB1056
 HB1056.The orthometric height was determined by differential leveling
 HB1056.and adjusted by the National Geodetic Survey in June 1991..
 HB1056
 HB1056.The geoid height was determined by GEOID03.
 HB1056
 HB1056.The dynamic height is computed by dividing the NAVD 88
 HB1056.geopotential number by the normal gravity value computed on the
 HB1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1056.degrees latitude (g = 980.6199 gals.).
 HB1056
 HB1056.The modeled gravity was interpolated from observed gravity values.
 HB1056
 HB1056;                    North         East    Units  Estimated Accuracy
 HB1056;SPC IL W     -   137,540.      729,850.      MT  (+/- 180 meters Scaled)
 HB1056
 HB1056                          SUPERSEDED SURVEY CONTROL
 HB1056
 HB1056  NGVD 29 (??/??/??)  193.257  (m)          634.04   (f) ADJUSTED    2 0
 HB1056
 HB1056.Superseded values are not recommended for survey control.
 HB1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1056.See file dsdata.txt to determine how the superseded data were derived.
 HB1056
 HB1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG514991(NAD 83)
 HB1056_MARKER: DB = BENCH MARK DISK
 HB1056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB1056_SP_SET: STEP
 HB1056_STAMPING: 634.067 CHESTER 1934
 HB1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1056
 HB1056  HISTORY     - Date     Condition        Report By
 HB1056  HISTORY     - 1934     MONUMENTED       CGS
 HB1056  HISTORY     - 1941     GOOD             CGS
 HB1056
 HB1056                          STATION DESCRIPTION
 HB1056
 HB1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HB1056'AT CHESTER.
 HB1056'AT CHESTER, RANDOLPH COUNTY, AT THE SOUTHWEST CORNER OF TAYLOR
 HB1056'AND PINE STREETS, 20 FEET WEST OF THE TAYLOR STREET CURB, 12 FEET
 HB1056'SOUTH OF THE PINE STREET CURB, AT THE ENTRANCE TO THE FIRST STATE
 HB1056'BANK, IN THE TOP OF A LIMESTONE STEP, ONE FOOT FROM THE FACE OF
 HB1056'THE STEP, 20 INCHES NORTH OF A DOOR JAMB, AND 10 INCHES WEST OF A
 HB1056'STONE COLUMN.  A STANDARD DISK, STAMPED 634.067 CHESTER 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0896 ***********************************************************************
 KB0896  DESIGNATION -  CHESTER
 KB0896  PID         -  KB0896
 KB0896  STATE/COUNTY-  IL/MONTGOMERY
 KB0896  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0896
 KB0896                         *CURRENT SURVEY CONTROL
 KB0896  ___________________________________________________________________
 KB0896* NAD 83(1997)-  39 07 00.95988(N)    089 41 19.81600(W)     ADJUSTED  
 KB0896* NAVD 88     -       205.542  (meters)     674.35   (feet)  ADJUSTED  
 KB0896  ___________________________________________________________________
 KB0896  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 KB0896  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KB0896  DYNAMIC HT  -         205.422 (meters)     673.96  (feet)  COMP
 KB0896  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 KB0896
 KB0896  HORZ ORDER  -  SECOND
 KB0896  VERT ORDER  -  SECOND    CLASS 0
 KB0896
 KB0896.The horizontal coordinates were established by classical geodetic methods
 KB0896.and adjusted by the National Geodetic Survey in October 1999..
 KB0896
 KB0896.The orthometric height was determined by differential leveling
 KB0896.and adjusted by the National Geodetic Survey in June 1991..
 KB0896
 KB0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0896
 KB0896.The geoid height was determined by GEOID03.
 KB0896
 KB0896.The dynamic height is computed by dividing the NAVD 88
 KB0896.geopotential number by the normal gravity value computed on the
 KB0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0896.degrees latitude (g = 980.6199 gals.).
 KB0896
 KB0896.The modeled gravity was interpolated from observed gravity values.
 KB0896
 KB0896;                    North         East     Units Scale Factor Converg.
 KB0896;SPC IL W     -   272,058.767   741,322.049   MT  0.99996219   +0 18 05.3
 KB0896;SPC IL W     -   892,579.47  2,432,154.09   sFT  0.99996219   +0 18 05.3
 KB0896;UTM  16      - 4,333,195.719   267,534.956   MT  1.00026545   -1 41 49.8
 KB0896
 KB0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0896!SPC IL W     -   0.99997265  x   0.99996219  =   0.99993485
 KB0896!UTM  16      -   0.99997265  x   1.00026545  =   1.00023810
 KB0896
 KB0896|---------------------------------------------------------------------|
 KB0896| PID    Reference Object                     Distance      Geod. Az  |
 KB0896|                                                           dddmmss.s |
 KB0896| KB0895 CHESTER RM 1                         11.826 METERS 03957     |
 KB0896| KB0897 CHESTER RM 2                         13.772 METERS 21109     |
 KB0896| KB1437 MOUNT OLIVE IMMANUEL LUTH CH        APPROX. 5.9 KM 2131013.6 |
 KB0896| KB1439 MOUNT OLIVE MUNICIPAL TANK          APPROX. 5.8 KM 2141858.6 |
 KB0896|---------------------------------------------------------------------|
 KB0896
 KB0896                          SUPERSEDED SURVEY CONTROL
 KB0896
 KB0896  NAD 83(1986)-  39 07 00.96747(N)    089 41 19.80921(W) AD(       ) 2
 KB0896  NAD 27      -  39 07 00.80260(N)    089 41 19.49150(W) AD(       ) 2
 KB0896  NGVD 29 (??/??/92)  205.672  (m)          674.78   (f) ADJ UNCH    2 0
 KB0896
 KB0896.Superseded values are not recommended for survey control.
 KB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0896.See file dsdata.txt to determine how the superseded data were derived.
 KB0896
 KB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6753533196(NAD 83)
 KB0896_MARKER: DE = TRAVERSE STATION DISK
 KB0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0896_STAMPING: CHESTER 1960
 KB0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0896+STABILITY: SURFACE MOTION
 KB0896
 KB0896  HISTORY     - Date     Condition        Report By
 KB0896  HISTORY     - 1960     MONUMENTED       CGS
 KB0896  HISTORY     - 1960     GOOD             CGS
 KB0896
 KB0896                          STATION DESCRIPTION
 KB0896
 KB0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB0896'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF
 KB0896'LITCHFIELD, 4 MILES NORTH-NORTHEAST OF MT. OLIVE AND ON THE
 KB0896'RIGHT-OF-WAY ALONG THE WEST SIDE OF U.S. HIGHWAY 66.
 KB0896'
 KB0896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 KB0896'HIGHWAY 16 AT THE WEST EDGE OF LITCHFIELD, GO SOUTHERLY ON
 KB0896'U.S. HIGHWAY 66 FOR 3.35 MILES TO A SIDE ROAD RIGHT, CONTINUE
 KB0896'SOUTHERLY ON U.S. HIGHWAY 66 FOR 1.15 MILES TO THE STATION ON
 KB0896'THE RIGHT JUST BEFORE REACHING A PRIVATE ROAD TO THE RIGHT.
 KB0896'
 KB0896'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 KB0896'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB0896'GROUND AND IS STAMPED CHESTER 1960. THE MARK IS 213 FEET NORTH OF THE
 KB0896'CENTER OF PRIVATE ROAD, 55 FEET WEST OF THE CENTER OF THE SOUTH
 KB0896'BOUND LANE OF U.S. HIGHWAY 66, 8 FEET EAST OF THE EAST POST OF A
 KB0896'SHELL OIL CO. SIGN AND 7.4 FEET EAST OF A WITNESS POST.
 KB0896'
 KB0896'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB0896'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 KB0896'THE GROUND AND IS STAMPED CHESTER NO 1 1960. THE MARK IS 49 FEET WEST
 KB0896'OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 66, 40.8
 KB0896'FEET OF A WITNESS POST AND 40.5 FEET NORTHEAST OF THE EAST POST OF A
 KB0896'SHELL OIL CO. SIGN.
 KB0896'
 KB0896'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB0896'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 KB0896'THE GROUND AND IS STAMPED CHESTER NO 2 1960. THE MARK IS 54 FEET WEST
 KB0896'OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 66, 268 FEET
 KB0896'NORTH OF THE CENTER OF A PRIVATE ROAD, 46 FEET SOUTH-SOUTHEAST OF THE
 KB0896'EAST POST OF A SHELL OIL CO. SIGN AND 45.6 FEET SOUTH-SOUTHEAST
 KB0896'OF A WITNESS POST.
 KB0896'
 KB0896'NO AZIMUTH MARK WAS SET. THE WATER TANK AND CHURCH SPIRE IN MT. OLIVE
 KB0896'ARE BOTH VISIBLE FROM THE GROUND AND CAN BE USED AS AN
 KB0896'AZIMUTH.
 KB0896
 KB0896                          STATION RECOVERY (1960)
 KB0896
 KB0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB0896'4.4 MI S FROM LITCHFIELD.
 KB0896'ABOUT 4.45 MILES SOUTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL
 KB0896'HIGHWAY) FROM ITS JUNCTION WITH STATE HIGHWAY 16, 55 FEET WEST
 KB0896'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 66
 KB0896'(FOUR LANE DUAL HIGHWAY), 317 FEET NORTH OF THE CENTER LINE OF
 KB0896'A FIELD ROAD WEST, 40 FEET NORTH OF THE CENTER LINE OF DRAINAGE
 KB0896'DITCH, 7.2 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 KB0896'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 KB0896'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1783 ***********************************************************************
 HB1783  DESIGNATION -  CHESTER
 HB1783  PID         -  HB1783
 HB1783  STATE/COUNTY-  IL/RANDOLPH
 HB1783  USGS QUAD   -  CHESTER (1993)
 HB1783
 HB1783                         *CURRENT SURVEY CONTROL
 HB1783  ___________________________________________________________________
 HB1783* NAD 83(1997)-  37 54 09.04746(N)    089 48 42.04399(W)     ADJUSTED  
 HB1783* NAVD 88     -       207.3    (meters)     680.     (feet)  VERTCON   
 HB1783  ___________________________________________________________________
 HB1783  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 HB1783  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HB1783
 HB1783  HORZ ORDER  -  FIRST
 HB1783
 HB1783.The horizontal coordinates were established by classical geodetic methods
 HB1783.and adjusted by the National Geodetic Survey in October 1999..
 HB1783
 HB1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1783
 HB1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1783
 HB1783.The geoid height was determined by GEOID03.
 HB1783
 HB1783;                    North         East     Units Scale Factor Converg.
 HB1783;SPC IL W     -   137,209.293   731,218.893   MT  0.99995318   +0 13 05.1
 HB1783;SPC IL W     -   450,160.82  2,399,007.32   sFT  0.99995318   +0 13 05.1
 HB1783;SPC MO E     -   229,835.723   310,533.207   MT  0.99997845   +0 25 22.3
 HB1783;UTM  16      - 4,198,726.686   252,791.115   MT  1.00035276   -1 43 41.3
 HB1783
 HB1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1783!SPC IL W     -   0.99997209  x   0.99995318  =   0.99992527
 HB1783!SPC MO E     -   0.99997209  x   0.99997845  =   0.99995054
 HB1783!UTM  16      -   0.99997209  x   1.00035276  =   1.00032484
 HB1783
 HB1783:                Primary Azimuth Mark                     Grid Az
 HB1783:SPC IL W     -  SPARTA WATER TOWER                       020 48 02.8
 HB1783:SPC MO E     -  SPARTA WATER TOWER                       020 35 45.6
 HB1783:UTM  16      -  SPARTA WATER TOWER                       022 44 49.2
 HB1783
 HB1783|---------------------------------------------------------------------|
 HB1783| PID    Reference Object                     Distance      Geod. Az  |
 HB1783|                                                           dddmmss.s |
 HB1783| JB1917 SPARTA WATER TOWER                  APPROX.26.0 KM 0210107.9 |
 HB1783| HB1762 BREMEN SPIRE                        APPROX.10.2 KM 0374839.8 |
 HB1783| HB1784 CHESTER AZ MK 2                     APPROX. 2.2 KM 0480057.3 |
 HB1783| CI4106 CHESTER RM 1                         68.280 METERS 06150     |
 HB1783| CI4108 CHESTER RM 3                         68.258 METERS 06152     |
 HB1783| CI4105 CHESTER AZ MK                                      1354014.9 |
 HB1783| HB1769 PERRYVILLE MUNICIPAL TOWER          APPROX.20.5 KM 1933058.6 |
 HB1783| HB1768 PERRYVILLE INTERN SHOE TOWER        APPROX.19.7 KM 1944606.0 |
 HB1783| HB1776 PERRYVILLE ST MARYS SEM TOWER       APPROX.20.8 KM 2000222.0 |
 HB1783| HB1787 MEMPHIS ST LOUIS AWY BEACON 54      APPROX.17.4 KM 2312117.6 |
 HB1783| HC0909 MEMPHIS ST LOUIS AWY BCN 55         APPROX.23.2 KM 2943833.7 |
 HB1783| HB1781 CHESTER MUNICIPAL WATER TOWER       APPROX. 1.5 KM 3085644.6 |
 HB1783| HB1779 CHESTER CATHOLIC CHURCH SPIRE       APPROX. 1.6 KM 3123326.1 |
 HB1783| HB1780 CHESTER INT SHOE CO WATER TWR       APPROX. 1.5 KM 3212637.4 |
 HB1783| HB1782 CHESTER ST JOHNS LUTH CHURCH        APPROX. 1.7 KM 3265126.2 |
 HB1783| CI4107 CHESTER RM 2                         42.675 METERS 34907     |
 HB1783|---------------------------------------------------------------------|
 HB1783
 HB1783                          SUPERSEDED SURVEY CONTROL
 HB1783
 HB1783  NAD 83(1986)-  37 54 09.05518(N)    089 48 42.04037(W) AD(       ) 1
 HB1783  NAD 27      -  37 54 08.86800(N)    089 48 41.65900(W) AD(       ) 1
 HB1783  NGVD 29 (07/19/86)  207.4    (m)          680.     (f) VERT ANG       
 HB1783
 HB1783.Superseded values are not recommended for survey control.
 HB1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1783.See file dsdata.txt to determine how the superseded data were derived.
 HB1783
 HB1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG5279198727(NAD 83)
 HB1783_MARKER: DS = TRIANGULATION STATION DISK
 HB1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1783
 HB1783  HISTORY     - Date     Condition        Report By
 HB1783  HISTORY     - 1931     MONUMENTED       CGS
 HB1783  HISTORY     - 1938     GOOD             CGS
 HB1783  HISTORY     - 1966     GOOD             USGS
 HB1783  HISTORY     - 1969     GOOD             CGS
 HB1783  HISTORY     - 1969     GOOD             USGS
 HB1783  HISTORY     - 1975     GOOD             LOCENG
 HB1783  HISTORY     - 1975     GOOD             LOCENG
 HB1783  HISTORY     - 1988     GOOD             USPSQD
 HB1783
 HB1783                          STATION DESCRIPTION
 HB1783
 HB1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 HB1783'ONE MILE SOUTHEAST OF CHESTER, IN SW 1/4 SEC. 19, CHESTER TOWNSHIP,
 HB1783'ON PROPERTY LINE BETWEEN FARMS OF RUDOLPH ZANG AND MISS CLEM COLE,
 HB1783'3.0 METERS (10 FEET) WEST OF GARDEN FENCE, 8.0 METERS (26 FEET) NORTH
 HB1783'OF WIRE FENCE, 7.1 METERS (23 FEET) SOUTHEAST OF CORNER OF THE
 HB1783'BARN, AND 40 METERS (131 FEET) SOUTHEAST OF MR. ZANGS HOUSE.  TO
 HB1783'REACH FROM CHESTER, TURN SOUTHEAST ONTO FIRST STREET SOUTHWEST OF
 HB1783'ROYAL HOTEL, PROCEED 0.9 MILE TO POINT SOUTHEAST OF MR. ZANGS HOUSE,
 HB1783'TURN IN TOWARD HOUSE, PASS THROUGH GATE ON SOUTH SIDE OF BARN, AND
 HB1783'PROCEED TO STATION SITE IN LANE BACK OF BARN.  SURFACE AND
 HB1783'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HB1783'UPPER MARK PROJECTS 6 INCHES.  REFERENCE MARKS
 HB1783'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 50
 HB1783'METERS (164 FEET) EAST OF BARN, 7 METERS (23 FEET) SOUTH BY EAST
 HB1783'OF TREE LINE EAST OF GARDEN, AND 68.28 METERS (224.0 FEET) FROM
 HB1783'STATION.  NO. 2 IS ON FENCE LINE 20
 HB1783'METERS (66 FEET) NORTHEAST OF HOUSE, 14 METERS (46 FEET) WEST OF
 HB1783'BARN, AND 42.70 METERS (140.1 FEET) FROM STATION.
 HB1783
 HB1783                          STATION RECOVERY (1938)
 HB1783
 HB1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 HB1783'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 HB1783'
 HB1783'STATION MARK IS SET ABOUT 4 INCHES BELOW SURFACE OF GROUND, ABOUT 40
 HB1783'YARDS SE OF HOUSE, 11 FEET E AND 20 FEET S OF SE CORNER OF CHICKEN
 HB1783'HOUSE, 32 FEET N OF LINE FENCE, 26-1/2 FEET N AND 2 FEET E OF LARGE
 HB1783'FORKED TREE, ON PROPERTY OF RUDOLPH ZANG, IN SW 1/4 OF SEC.
 HB1783'19, CHESTER TOWNSHIP.
 HB1783'
 HB1783'REFERENCE MARK NO. 1 IS ESE OF STATION AND PROJECTS 6 INCHES.  IT IS
 HB1783'SET IN E BOUNDARY FENCE OF FARMYARD, 15 FEET N OF S BARNYARD FENCE,
 HB1783'23 FEET S OF N BARNYARD FENCE ABOUT 165 FEET E OF BARN.
 HB1783'
 HB1783'REFERENCE MARK NO. 2 IS N OF STATION IN N BOUNDARY FENCE OF YARD, N
 HB1783'SIDE OF BARN DRIVE, 66 FEET NE OF HOUSE, 46 FEET W OF BARN.  MARK
 HB1783'IS FLUSH.
 HB1783'
 HB1783'REFERENCE MARK MEASUREMENTS NOT CHECKED DUE TO ROCK PILE IN YARD AND
 HB1783'GARDEN FULL OF WEEDS.
 HB1783'
 HB1783'ONE NEW MARK WAS SET, MARKED AZIMUTH MARK, CHESTER 1938.  IT IS A
 HB1783'STANDARD DISK SET IN A CONCRETE CYLINDER, AND PROJECTS ABOUT 1 FOOT.
 HB1783'REACHED FROM STATION, GO S ON STATE HIGHWAY 3 FOR 0.15 MILE, THENCE E
 HB1783'ON DIRT ROAD 0.1 MILE TO HOUSE ON S SIDE OF ROAD AND MARK.  IT IS
 HB1783'SET 20 FEET S OF CENTER LINE OF ROAD, 10 FEET E OF GARAGE DRIVEWAY.
 HB1783'
 HB1783'STATION IS REACHED FROM CHESTER, INTERSECTION OF STATE HIGHWAYS 150
 HB1783'AND 3, AT E END OF MAIN STREET OF TOWN, BY GOING W 1 BLOCK, THENCE
 HB1783'S 0.85 MILE TO ZANGS HOUSE AND STATION, ON STATE HIGHWAY 3.
 HB1783'
 HB1783'A 37-FOOT TOWER IS NEEDED TO SEE- 37-FOOT TOWER AT DOWL, AND 64-FOOT
 HB1783'TOWER AT COFFMAN AND GEILER.
 HB1783
 HB1783                          STATION RECOVERY (1966)
 HB1783
 HB1783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HB1783'STATION WAS RECOVERED IN GOOD CONDITION.
 HB1783'
 HB1783'AZIMUTH MARK IS NOT VISIBLE FROM GROUND.
 HB1783'
 HB1783'SECONDARY REFERENCES AMENDED AS FOLLOWS- ABOUT 120 FT. SE OF SE
 HB1783'CORNER OF HOUSE, 94 FT. S OF SE CORNER OF GARAGE, 80 FT. ENE OF A 15
 HB1783'INCH CEDAR TREE, 28 FT. NNE OF A LARGE FORKED TREE, AND 25 FT. SSW OF
 HB1783'A 21 INCH ELM TREE, THE SOUTHERNMOST IN A ROW OF THREE ELMS.
 HB1783'STATION IS FLUSH WITH GROUND.
 HB1783
 HB1783                          STATION RECOVERY (1969)
 HB1783
 HB1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HB1783'THE STATION MARK, REFERENCE MARK NO. 2 AND THE 1938 AZIMUTH MARK WERE
 HB1783'RECOVERED AND FOUND IN GOOD CONDITION.  REFEFENCE MARK NO. 1 WAS
 HB1783'FOUND BADLY TILTED.  THE CONCRETE MONUMENT WAS RE-PLUMBED, LOWERED,
 HB1783'AND CEMENTED AROUND AND THE DISK ALTERED TO READ CHESTER 1931
 HB1783'NO. 3 1969.  THE 1938 AZIMUTH MARK IS NO LONGER VISIBLE AT THE
 HB1783'STATION SITE AND CANNOT BE MADE VISIBLE WITHOUT VERY EXTENSIVE
 HB1783'CLEARING OF A DENSE WOODS.  IN SEARCHING FOR A SUITABLE SITE TO
 HB1783'ESTABLISH A NEW AZIMUTH MARK, THE USGS MARK CHESTER AZIMUTH MARK
 HB1783'1969 WAS FOUND AND IS COMPLETELY SUITED.
 HB1783'
 HB1783'THE STATION WAS OCCUPIED AND ALL HORIZONTAL ANGLES OBSERVED USING THE
 HB1783'1931 INTERSECTION STATION CHESTER, ST. JOHNS LUTHERAN CHURCH AS
 HB1783'INITIAL.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN
 HB1783'REFERENCE MARK NO. 2 AND THE STATION, A DISCREPANCY OF - 0.09 OF A
 HB1783'FOOT WAS NOTED.
 HB1783'
 HB1783'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1783'
 HB1783'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF CHESTER, ON TOP OF A
 HB1783'RATHER PROMINENT HILL, AND IN THE BACK YARD OF PROPERTY OWNED BY
 HB1783'MR. FRANK EBERT.
 HB1783'
 HB1783'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 150 AND 3 (NW)
 HB1783'IN CHESTER, GO SOUTHEASTERLY ON STATE ROUTE 3 FOR 0.85 OF A MILE TO
 HB1783'A DRIVEWAY ON THE LEFT LEADING INTO A TWO STORY HOUSE AT THE TOP OF A
 HB1783'HILL.  HERE TURN LEFT ON THIS DRIVEWAY AND GO EASTERLY UP VERY
 HB1783'STEEP DRIVE FOR ABOUT 300 FEET TO THE REAR OF THE HOUSE AND THE
 HB1783'STATION AS DESCRIBED.
 HB1783'
 HB1783'THE STATION IS 103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HB1783'HOUSE, 79 FEET WEST-NORTHWEST OF A 12-INCH CEDAR TREE, 61 FEET
 HB1783'SOUTHEAST OF A UTILITY POLE, AND 27 FEET NORTH-NORTHWEST OF THE SOUTH
 HB1783'ONE OF FOUR LARGE ELM TREES.  IT IS A STANDARD DISK SET IN THE
 HB1783'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HB1783'STAMPED CHESTER 1931.
 HB1783'
 HB1783'REFERENCE MARK NO. 2 IS 81 FEET NORTH OF THE UTILITY POLE, 73 FEET
 HB1783'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 34 FEET NORTHWEST
 HB1783'OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, AND 33 FEET
 HB1783'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL GARAGE.  IT IS A
 HB1783'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 HB1783'MONUMENT AND THE DISK IS STAMPED CHESTER NO. 1 1931.
 HB1783'
 HB1783'REFERENCE MARK NO. 3 IS IN A PASTURE AREA, 194 FEET EAST OF THE
 HB1783'NORTHEAST CORNER OF THE SMALL GARAGE, 96 FEET SOUTHEAST OF A 36-INCH
 HB1783'ELM TREE AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS
 HB1783'A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HB1783'MONUMENT THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED CHESTER 1931
 HB1783'NO. 3 1969.
 HB1783'
 HB1783'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 HB1783'REFERENCE MARK NO. 3 IS 226.17 FEET - (68.937) METERS.
 HB1783'
 HB1783'THE 1938 AZIMUTH MARK IS ABOUT 0.25 OF A MILE SOUTHEAST OF THE
 HB1783'STATION, 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH
 HB1783'OF A BRICK HOME, 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 HB1783'HOUSE, 39 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 HB1783'DRIVEWAY, 27 FEET SOUTH OF THE APPROXIMATE CENTER OF A PAVED STREET,
 HB1783'AND 24 FEET WEST OF A POWERLINE POLE.  IT IS A STANDARD DISK
 HB1783'SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 8
 HB1783'INCHES AND THE DISK IS STAMPED CHESTER 1938.
 HB1783'
 HB1783'CHESTER AZIMUTH MARK 1969 (USGS) IS ABOUT 1.0 MILE NORTHEAST OF THE
 HB1783'STATION, 30 FEET NORTHWEST OF A TELEPHONE POLE, 15 FEET SOUTHWEST
 HB1783'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 6 FEET NORTHEAST OF A
 HB1783'FENCE, AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 HB1783'IT IS A USGS DISK SECURED TO THE TOP OF A DRIVEN COPPER ROD AND
 HB1783'ENCASED IN A CLAY SOIL TILE ABOUT FLUSH WITH THE SURFACE OF THE
 HB1783'GROUND.  THE DISK HAS A CHISELED ARROW POINTING TOWARD TRIANGULATION
 HB1783'STATION CHESTER 1931 AND THE DISK IS STAMPED CHESTER AZIMUTH MARK
 HB1783'1969.
 HB1783'
 HB1783'TO REACH THE 1938 AZIMUTH MARK FROM WHERE THE DRIVEWAY LEADING INTO
 HB1783'THE STATION LEAVES STATE ROUTE 3, CONTINUE SOUTHEASTERLY ON
 HB1783'STATE ROUTE 3 FOR 0.15 OF A MILE TO A PAVED STREET ON THE LEFT, TURN
 HB1783'LEFT ON THE PAVED STREET AND GO EASTERLY FOR 0.1 OF A MILE TO THE
 HB1783'MARK ON THE RIGHT BETWEEN TWO NEW HOMES.
 HB1783'
 HB1783'TO REACH THE 1969 (USGS) AZIMUTH MARK FROM THE BEGINNING OF THE
 HB1783'STATION TO-REACH AT THE JUNCTION OF STATE ROUTES 150 AND 3 (NW),
 HB1783'GO NORTHWEST ON STATE ROUTES 150 AND 3 FOR 0.1 OF A MILE TO WHERE THE
 HB1783'ROUTES SEPERATE.  HERE CONTINUE NORTHERLY ON STATE ROUTE 150
 HB1783'FOR 0.8 OF A MILE TO THE INTERSECTION OF MURPHYSBORO ROAD, TURN RIGHT
 HB1783'AND GO EAST ON MURPHYSBORO ROAD FOR 0.8 OF A MILE TO A SIDE
 HB1783'ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY ON GRAVELED ROAD FOR 0.3 OF A
 HB1783'MILE TO THE MARK ON THE RIGHT.
 HB1783'
 HB1783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1 MILE
 HB1783'SOUTHWEST OF CHESTER.
 HB1783
 HB1783                          STATION RECOVERY (1969)
 HB1783
 HB1783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JFS)
 HB1783'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  REFERENCE MARK
 HB1783'1 HAD RECENTLY BEEN REPAIRED AND STAMPED NO. 3 1969.  AZIMUTH
 HB1783'MARK 1938 IS NOT VISIBLE FROM STATION AND WAS NOT SEARCHED FOR.  A
 HB1783'NEW DESCRIPTION FOLLOWS-
 HB1783'
 HB1783'THE STATION IS LOCATED 1 MI SE. ALONG STATE HWY. 3 FROM THE BUSINESS
 HB1783'DISTRICT OF CHESTER, NEAR THE CENTER OF THE SW.  QUARTER OF SEC.
 HB1783'19, T. 7 S., R. 6 W., AT THE REAR OF A TWO STORY BRICK HOUSE OWNED BY
 HB1783'MESSRS.  FRITZ AND FRANK EBERT OF CHESTER.
 HB1783'
 HB1783'TO REACH THE STATION FROM THE CHESTER POST OFFICE, DRIVE SW, ON
 HB1783'SWANWICK ST. FOR 1 BLOCK TO JCT. WITH STATE HWY. 3, CONTINUE SW.
 HB1783'ON HWY. 3 FOR 1 BLOCK TO A RIGHT ANGLE TURN LEFT, TURN LEFT AND DRIVE
 HB1783'SE. FOR 1 BLOCK ON HWY. 3 TO A JCT.  WITH STATE HWY. 150, TURN RIGHT
 HB1783'AND DRIVE SW. FOR 2 BLOCKS ON HWYS. 3 AND 150 TO A T-JCT. OF THE
 HB1783'HWYS., TURN LEFT AND DRIVE SE. ON HWY. 3 FOR 0.9 MI TO THE JCT. OF
 HB1783'PARK BOULEVARD AND A DRIVE LEFT UP HILL, TURN LEFT AND DRIVE UP THE
 HB1783'DRIVE 0.05 MI TO REAR OF HOUSE AND STATION.
 HB1783'
 HB1783'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE
 HB1783'MONUMENTS.
 HB1783'
 HB1783'STATION MARK DISK IS STAMPED CHESTER 1931 THE MARK IS NEAR THE E.
 HB1783'EDGE OF THE BACK YARD, 103 FT E.-SE. OF THE SE. COR.  OF THE HOUSE,
 HB1783'27.5 FT N.-NW. OF CENTER OF A FORKED 48 IN. OAK TREE, 27 FT S.-SW. OF
 HB1783'CENTER OF A 30 IN. ELM TREE AND IS DEPRESSED 3 IN.
 HB1783'
 HB1783'REFERENCE MARK 2 IS 140.01 FT ( 42.675 M.) N.-NW. OF STATION, 73 FT
 HB1783'E.-NE. OF NE. COR. OF HOUSE AND 33 FT N.-NW. OF NW.  COR. OF SMALL
 HB1783'GARAGE.  THE MARK IS NOT VISIBLE FROM STATION.  REFERENCE MARK 2 IS
 HB1783'STAMPED CHESTER 2 1931.
 HB1783'
 HB1783'REFERENCE MARK 3 IS 223.94 FT (68.258 M.) E.-NE. OF STATION, IN A
 HB1783'FIELD, 98 FT E.-SE. OF 30 IN. ELM TREE AND 1 FT S. OF A METAL WITNESS
 HB1783'POST.  THE MARK IS STAMPED CHESTER 1931 1969.
 HB1783'
 HB1783'DISTANCE REFERENCE MARK 2 TO REFERENCE MARK 3 IS 226.16 FT (68.934
 HB1783'M.).
 HB1783'
 HB1783'STANDARD BRACED TRIPOD USED.
 HB1783
 HB1783                          STATION RECOVERY (1975)
 HB1783
 HB1783'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 HB1783'CHESTER 1931 AS DESCRIBED.  DID NOT LOOK FOR RMS OR AZIMUTH MARK.
 HB1783'ST. JOHNS LUTHERAN CHURCH VISIBLE FROM MARK.
 HB1783'
 HB1783'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH EAST OF
 HB1783'CHESTER.
 HB1783
 HB1783                          STATION RECOVERY (1975)
 HB1783
 HB1783'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1783'STATION RECOVERED GOOD.
 HB1783'
 HB1783'THE STATION WAS FOUND AS DESCRIBED, THE AZIMUTH (1969) WAS LOOKED FOR
 HB1783'BUT NOT FOUND AND COULD NOT BE SEEN FROM THE GROUND AS THE AREA IS
 HB1783'LOCATED IN HIGH TREES.  ST. JOHNS CHURCH CAN BE SEEN FROM THE
 HB1783'GROUND AND WAS USED AS AN AZIMUTH MARK.
 HB1783'
 HB1783'DISTANCE AND DIRECTION FROM NEAREST TOWN--AS DESCRIBED.
 HB1783
 HB1783                          STATION RECOVERY (1988)
 HB1783
 HB1783'RECOVERY NOTE BY US POWER SQUADRON 1988 (GA)
 HB1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1784 ***********************************************************************
 HB1784  DESIGNATION -  CHESTER AZ MK 2
 HB1784  PID         -  HB1784
 HB1784  STATE/COUNTY-  IL/RANDOLPH
 HB1784  USGS QUAD   -  CHESTER (1993)
 HB1784
 HB1784                         *CURRENT SURVEY CONTROL
 HB1784  ___________________________________________________________________
 HB1784* NAD 83(1997)-  37 54 57.62027(N)    089 47 33.90428(W)     ADJUSTED  
 HB1784* NAVD 88     -       188.6    (meters)     619.     (feet)  VERTCON   
 HB1784  ___________________________________________________________________
 HB1784  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 HB1784  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HB1784
 HB1784  HORZ ORDER  -  SECOND
 HB1784
 HB1784.The horizontal coordinates were established by classical geodetic methods
 HB1784.and adjusted by the National Geodetic Survey in October 1999..
 HB1784
 HB1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1784
 HB1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1784
 HB1784.The geoid height was determined by GEOID03.
 HB1784
 HB1784;                    North         East     Units Scale Factor Converg.
 HB1784;SPC IL W     -   138,713.308   732,877.464   MT  0.99995448   +0 13 47.2
 HB1784;SPC IL W     -   455,095.24  2,404,448.81   sFT  0.99995448   +0 13 47.2
 HB1784;SPC MO E     -   231,345.697   312,186.433   MT  0.99998095   +0 26 04.6
 HB1784;UTM  16      - 4,200,174.067   254,500.488   MT  1.00034238   -1 43 01.3
 HB1784
 HB1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1784!SPC IL W     -   0.99997503  x   0.99995448  =   0.99992951
 HB1784!SPC MO E     -   0.99997503  x   0.99998095  =   0.99995598
 HB1784!UTM  16      -   0.99997503  x   1.00034238  =   1.00031740
 HB1784
 HB1784:                Primary Azimuth Mark                     Grid Az
 HB1784:SPC IL W     -  CHESTER                                  227 47 52.0
 HB1784:SPC MO E     -  CHESTER                                  227 35 34.6
 HB1784:UTM  16      -  CHESTER                                  229 44 40.5
 HB1784
 HB1784|---------------------------------------------------------------------|
 HB1784| PID    Reference Object                     Distance      Geod. Az  |
 HB1784|                                                           dddmmss.s |
 HB1784| HB1783 CHESTER                             APPROX. 2.2 KM 2280139.2 |
 HB1784|---------------------------------------------------------------------|
 HB1784
 HB1784                          SUPERSEDED SURVEY CONTROL
 HB1784
 HB1784  NAD 83(1986)-  37 54 57.62791(N)    089 47 33.90044(W) AD(       ) 2
 HB1784  NAD 27      -  37 54 57.44202(N)    089 47 33.52194(W) AD(       ) 2
 HB1784  NGVD 29 (07/19/86)  188.7    (m)          619.     (f) VERT ANG       
 HB1784
 HB1784.Superseded values are not recommended for survey control.
 HB1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1784.See file dsdata.txt to determine how the superseded data were derived.
 HB1784
 HB1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5450000174(NAD 83)
 HB1784_MARKER: DZ = AZIMUTH MARK DISK
 HB1784_SETTING: 0 = UNSPECIFIED SETTING
 HB1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1784
 HB1784  HISTORY     - Date     Condition        Report By
 HB1784  HISTORY     - 1969     MONUMENTED       USGS
 HB1784
 HB1784                          STATION DESCRIPTION
 HB1784
 HB1784'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 HB1784'STATION IS LOCATED ABOUT 1.5 MI E. OF CHESTER, IN THE SW. QUARTER OF
 HB1784'SW. QUARTER SEC. 17, T. 7 S., R. 6 W., ON THE CREST OF A RIDGE
 HB1784'ELONGATED SE. TO NW. AND IN THE RIGHT-OF-WAY OF A GRAVEL RD.
 HB1784'
 HB1784'TO REACH THE STATION FROM THE CHESTER POST OFFICE, DRIVE SE. ON
 HB1784'GERMAN ST. FOR ONE BLOCK TO JCT. WITH STATE HWY. 4, TURN LEFT AND
 HB1784'DRIVE NE. ON HWY. 4 FOR 0.7 MI TO JCT. OF MURPHYSBORO RD., A PAVED
 HB1784'RD., TURN RIGHT AND DRIVE E. ON MURPHYSBORO RD. FOR 0.8 MI TO AN
 HB1784'AMMONIA FERTILIZER PLANT AND JCT. OF A GRAVEL RD., TURN RIGHT AND
 HB1784'DRIVE S. AND SE. ON GRAVEL RD.  FOR 0.45 MI TO CREST OF HILL AND
 HB1784'STATION ON THE RIGHT.
 HB1784'
 HB1784'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED CHESTER 1931
 HB1784'1969 CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH
 HB1784'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  THE MARK IS
 HB1784'747 FT NW. OF THE S. ENTRANCE TO A FARMHOUSE, 13 FT SW. OF
 HB1784'CENTER OF THE GRAVEL RD., 30 FT NW. OF A PHONE POLE AND ONE FT SE. OF
 HB1784'A METAL WITNESS POST.
 HB1784'
 HB1784'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1779 ***********************************************************************
 HB1779  DESIGNATION -  CHESTER CATHOLIC CHURCH SPIRE
 HB1779  PID         -  HB1779
 HB1779  STATE/COUNTY-  IL/RANDOLPH
 HB1779  USGS QUAD   -  CHESTER (1993)
 HB1779
 HB1779                         *CURRENT SURVEY CONTROL
 HB1779  ___________________________________________________________________
 HB1779* NAD 83(1997)-  37 54 43.07599(N)    089 49 28.82628(W)     ADJUSTED  
 HB1779* NAVD 88     -                                                        
 HB1779  ___________________________________________________________________
 HB1779  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 HB1779  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HB1779
 HB1779  HORZ ORDER  -  THIRD
 HB1779
 HB1779.The horizontal coordinates were established by classical geodetic methods
 HB1779.and adjusted by the National Geodetic Survey in October 1999..
 HB1779
 HB1779
 HB1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1779
 HB1779.The geoid height was determined by GEOID03.
 HB1779
 HB1779;                    North         East     Units Scale Factor Converg.
 HB1779;SPC IL W     -   138,254.128   730,072.209   MT  0.99995231   +0 12 36.5
 HB1779;SPC IL W     -   453,588.75  2,395,245.24   sFT  0.99995231   +0 12 36.5
 HB1779;SPC MO E     -   230,876.480   309,382.766   MT  0.99997675   +0 24 53.9
 HB1779;UTM  16      - 4,199,810.303   251,680.132   MT  1.00035954   -1 44 11.4
 HB1779
 HB1779                          SUPERSEDED SURVEY CONTROL
 HB1779
 HB1779  NAD 83(1986)-  37 54 43.08498(N)    089 49 28.82417(W) AD(       ) 4
 HB1779  NAD 27      -  37 54 42.90500(N)    089 49 28.44700(W) AD(       ) 3
 HB1779
 HB1779.Superseded values are not recommended for survey control.
 HB1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1779.See file dsdata.txt to determine how the superseded data were derived.
 HB1779
 HB1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG5168099810(NAD 83)
 HB1779_MARKER: 89 = SPIRE
 HB1779
 HB1779  HISTORY     - Date     Condition        Report By
 HB1779  HISTORY     - 1931     FIRST OBSERVED   CGS
 HB1779  HISTORY     - 1975     GOOD             LOCENG
 HB1779
 HB1779                          STATION DESCRIPTION
 HB1779
 HB1779'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1779'STATION RECOVERED GOOD.
 HB1779'
 HB1779'THE STATION IS A RED BRICK STRUCTURE WITH A SQUARE TOWER WITH
 HB1779'SPIRE.
 HB1779'
 HB1779'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1781 ***********************************************************************
 HB1781  DESIGNATION -  CHESTER MUNICIPAL WATER TOWER
 HB1781  PID         -  HB1781
 HB1781  STATE/COUNTY-  IL/RANDOLPH
 HB1781  USGS QUAD   -  CHESTER (1993)
 HB1781
 HB1781                         *CURRENT SURVEY CONTROL
 HB1781  ___________________________________________________________________
 HB1781* NAD 83(1997)-  37 54 40.33058(N)    089 49 30.90312(W)     ADJUSTED  
 HB1781* NAVD 88     -                                                        
 HB1781  ___________________________________________________________________
 HB1781  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HB1781  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HB1781
 HB1781  HORZ ORDER  -  THIRD
 HB1781
 HB1781.The horizontal coordinates were established by classical geodetic methods
 HB1781.and adjusted by the National Geodetic Survey in October 1999..
 HB1781
 HB1781
 HB1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1781
 HB1781.The geoid height was determined by GEOID03.
 HB1781
 HB1781;                    North         East     Units Scale Factor Converg.
 HB1781;SPC IL W     -   138,169.301   730,021.790   MT  0.99995227   +0 12 35.2
 HB1781;SPC IL W     -   453,310.45  2,395,079.82   sFT  0.99995227   +0 12 35.2
 HB1781;SPC MO E     -   230,791.470   309,332.650   MT  0.99997668   +0 24 52.6
 HB1781;UTM  16      - 4,199,727.203   251,626.840   MT  1.00035987   -1 44 12.6
 HB1781
 HB1781                          SUPERSEDED SURVEY CONTROL
 HB1781
 HB1781  NAD 83(1986)-  37 54 40.33857(N)    089 49 30.89985(W) AD(       ) 4
 HB1781  NAD 27      -  37 54 40.13400(N)    089 49 30.52000(W) AD(       ) 3
 HB1781
 HB1781.Superseded values are not recommended for survey control.
 HB1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1781.See file dsdata.txt to determine how the superseded data were derived.
 HB1781
 HB1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG5162799727(NAD 83)
 HB1781_MARKER: 54 = WATER TOWER
 HB1781
 HB1781  HISTORY     - Date     Condition        Report By
 HB1781  HISTORY     - 1931     FIRST OBSERVED   CGS
 HB1781  HISTORY     - 1975     GOOD             LOCENG
 HB1781
 HB1781                          STATION DESCRIPTION
 HB1781
 HB1781'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1781'STATION RECOVERED GOOD.
 HB1781'
 HB1781'THE STATION IS A PAINTED GREEN CIRCULAR TANK ON FOUR LEGS.
 HB1781'
 HB1781'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1057 ***********************************************************************
 HB1057  DESIGNATION -  CHESTER RESET
 HB1057  PID         -  HB1057
 HB1057  STATE/COUNTY-  IL/RANDOLPH
 HB1057  USGS QUAD   -  CHESTER (1993)
 HB1057
 HB1057                         *CURRENT SURVEY CONTROL
 HB1057  ___________________________________________________________________
 HB1057* NAD 83(1986)-  37 54 14.     (N)    089 49 39.     (W)     SCALED    
 HB1057* NAVD 88     -       193.005  (meters)     633.22   (feet)  ADJUSTED  
 HB1057  ___________________________________________________________________
 HB1057  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HB1057  DYNAMIC HT  -         192.872 (meters)     632.78  (feet)  COMP
 HB1057  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 HB1057
 HB1057  VERT ORDER  -  FIRST     CLASS II
 HB1057
 HB1057.The horizontal coordinates were scaled from a topographic map and have
 HB1057.an estimated accuracy of +/- 6 seconds.
 HB1057
 HB1057.The orthometric height was determined by differential leveling
 HB1057.and adjusted by the National Geodetic Survey in June 1991..
 HB1057
 HB1057.The geoid height was determined by GEOID03.
 HB1057
 HB1057.The dynamic height is computed by dividing the NAVD 88
 HB1057.geopotential number by the normal gravity value computed on the
 HB1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1057.degrees latitude (g = 980.6199 gals.).
 HB1057
 HB1057.The modeled gravity was interpolated from observed gravity values.
 HB1057
 HB1057;                    North         East    Units  Estimated Accuracy
 HB1057;SPC IL W     -   137,360.      729,830.      MT  (+/- 180 meters Scaled)
 HB1057
 HB1057                          SUPERSEDED SURVEY CONTROL
 HB1057
 HB1057  NGVD 29 (??/??/??)  192.938  (m)          633.00   (f) ADJUSTED    1 2
 HB1057
 HB1057.Superseded values are not recommended for survey control.
 HB1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1057.See file dsdata.txt to determine how the superseded data were derived.
 HB1057
 HB1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG514989(NAD 83)
 HB1057_MARKER: DB = BENCH MARK DISK
 HB1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB1057_SP_SET: BUILDING
 HB1057_STAMPING: CHESTER RESET 1965
 HB1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1057
 HB1057  HISTORY     - Date     Condition        Report By
 HB1057  HISTORY     - 1965     MONUMENTED       LOCENG
 HB1057  HISTORY     - 1969     GOOD             CGS
 HB1057  HISTORY     - 1981     GOOD             NGS
 HB1057
 HB1057                          STATION DESCRIPTION
 HB1057
 HB1057'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 HB1057'AT CHESTER.
 HB1057'AT CHESTER, AT THE SOUTHWEST CORNER OF TAYLOR AND STATE STREETS,
 HB1057'57.45 FEET EAST OF TAYLOR STREET CURB, 11.6 FEET SOUTH OF STATE
 HB1057'STREET CURB, IN THE ENTRANCE OF THE FIRST NATIONAL BANK OF CHESTER
 HB1057'AND 6 INCHES EAST OF A BRICK COLUMN IN A CONCRETE RAMP.
 HB1057
 HB1057                          STATION RECOVERY (1969)
 HB1057
 HB1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB1057'RECOVERED IN GOOD CONDITION.
 HB1057
 HB1057                          STATION RECOVERY (1981)
 HB1057
 HB1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1057'IN CHESTER, AT THE NORTHWEST ENTRANCE DOOR TO THE FIRST NATIONAL BANK
 HB1057'OF CHESTER, AT THE JUNCTION OF TAYLOR STREET AND STATE STREET,
 HB1057'3.54 METERS (11.6 FEET) SOUTHEAST OF THE SOUTHEAST CURB OF STATE
 HB1057'STREET AND 0.18 METER (0.6 FOOT) NORTHEAST OF THE NORTHEAST WALL OF
 HB1057'THE ENTRANCE RAMP.
 HB1057'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0895 ***********************************************************************
 KB0895  DESIGNATION -  CHESTER RM 1
 KB0895  PID         -  KB0895
 KB0895  STATE/COUNTY-  IL/MONTGOMERY
 KB0895  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0895
 KB0895                         *CURRENT SURVEY CONTROL
 KB0895  ___________________________________________________________________
 KB0895* NAD 83(1986)-  39 07 00.     (N)    089 41 19.     (W)     SCALED    
 KB0895* NAVD 88     -       205.455  (meters)     674.06   (feet)  ADJUSTED  
 KB0895  ___________________________________________________________________
 KB0895  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KB0895  DYNAMIC HT  -         205.335 (meters)     673.67  (feet)  COMP
 KB0895  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 KB0895
 KB0895  VERT ORDER  -  SECOND    CLASS 0
 KB0895
 KB0895.The horizontal coordinates were scaled from a topographic map and have
 KB0895.an estimated accuracy of +/- 6 seconds.
 KB0895
 KB0895.The orthometric height was determined by differential leveling
 KB0895.and adjusted by the National Geodetic Survey in June 1991..
 KB0895
 KB0895.The geoid height was determined by GEOID03.
 KB0895
 KB0895.The dynamic height is computed by dividing the NAVD 88
 KB0895.geopotential number by the normal gravity value computed on the
 KB0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0895.degrees latitude (g = 980.6199 gals.).
 KB0895
 KB0895.The modeled gravity was interpolated from observed gravity values.
 KB0895
 KB0895;                    North         East    Units  Estimated Accuracy
 KB0895;SPC IL W     -   272,030.      741,340.      MT  (+/- 180 meters Scaled)
 KB0895
 KB0895                          SUPERSEDED SURVEY CONTROL
 KB0895
 KB0895  NGVD 29 (??/??/92)  205.584  (m)          674.49   (f) ADJ UNCH    2 0
 KB0895
 KB0895.Superseded values are not recommended for survey control.
 KB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0895.See file dsdata.txt to determine how the superseded data were derived.
 KB0895
 KB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ675331(NAD 83)
 KB0895_MARKER: DR = REFERENCE MARK DISK
 KB0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0895_STAMPING: CHESTER NO 1 1960
 KB0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0895+STABILITY: SURFACE MOTION
 KB0895
 KB0895  HISTORY     - Date     Condition        Report By
 KB0895  HISTORY     - 1960     MONUMENTED       CGS
 KB0895
 KB0895                          STATION DESCRIPTION
 KB0895
 KB0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0895'4.4 MI S FROM LITCHFIELD.
 KB0895'ABOUT 4.45 MILES SOUTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL
 KB0895'HIGHWAY) FROM ITS JUNCTION WITH STATE HIGHWAY 16, 40 FEET WEST
 KB0895'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 66
 KB0895'(FOUR LANE DUAL HIGHWAY, 356 FEET NORTH OF CENTER LINE OF FIELD
 KB0895'ROAD WEST, 78 FEET NORTH OF THE CENTER LINE OF DRAINAGE DITCH,
 KB0895'38.8 FEET NORTH OF TRAVERSE STATION CHESTER, 40.8 FEET NORTH OF
 KB0895'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 KB0895'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0897 ***********************************************************************
 KB0897  DESIGNATION -  CHESTER RM 2
 KB0897  PID         -  KB0897
 KB0897  STATE/COUNTY-  IL/MONTGOMERY
 KB0897  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0897
 KB0897                         *CURRENT SURVEY CONTROL
 KB0897  ___________________________________________________________________
 KB0897* NAD 83(1986)-  39 07 00.     (N)    089 41 19.     (W)     SCALED    
 KB0897* NAVD 88     -       205.673  (meters)     674.78   (feet)  ADJUSTED  
 KB0897  ___________________________________________________________________
 KB0897  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 KB0897  DYNAMIC HT  -         205.552 (meters)     674.38  (feet)  COMP
 KB0897  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 KB0897
 KB0897  VERT ORDER  -  SECOND    CLASS 0
 KB0897
 KB0897.The horizontal coordinates were scaled from a topographic map and have
 KB0897.an estimated accuracy of +/- 6 seconds.
 KB0897
 KB0897.The orthometric height was determined by differential leveling
 KB0897.and adjusted by the National Geodetic Survey in June 1991..
 KB0897
 KB0897.The geoid height was determined by GEOID03.
 KB0897
 KB0897.The dynamic height is computed by dividing the NAVD 88
 KB0897.geopotential number by the normal gravity value computed on the
 KB0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0897.degrees latitude (g = 980.6199 gals.).
 KB0897
 KB0897.The modeled gravity was interpolated from observed gravity values.
 KB0897
 KB0897;                    North         East    Units  Estimated Accuracy
 KB0897;SPC IL W     -   272,030.      741,340.      MT  (+/- 180 meters Scaled)
 KB0897
 KB0897                          SUPERSEDED SURVEY CONTROL
 KB0897
 KB0897  NGVD 29 (??/??/92)  205.802  (m)          675.20   (f) ADJ UNCH    2 0
 KB0897
 KB0897.Superseded values are not recommended for survey control.
 KB0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0897.See file dsdata.txt to determine how the superseded data were derived.
 KB0897
 KB0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ675331(NAD 83)
 KB0897_MARKER: DR = REFERENCE MARK DISK
 KB0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0897_STAMPING: CHESTER NO 2 1960
 KB0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0897+STABILITY: SURFACE MOTION
 KB0897
 KB0897  HISTORY     - Date     Condition        Report By
 KB0897  HISTORY     - 1960     MONUMENTED       CGS
 KB0897
 KB0897                          STATION DESCRIPTION
 KB0897
 KB0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0897'4.4 MI S FROM LITCHFIELD.
 KB0897'ABOUT 4.45 MILES SOUTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL
 KB0897'HIGHWAY) FROM ITS JUNCTION WITH STATE HIGHWAY 16, 52 FEET WEST
 KB0897'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 66
 KB0897'(FOUR LANE DUAL HIGHWAY), 272 FEET NORTH OF THE CENTER LINE OF
 KB0897'A FIELD ROAD WEST, 5 FEET SOUTH OF THE CENTER LINE OF A DRAINAGE
 KB0897'DITCH, 45.2 FEET SOUTH OF TRAVERSE STATION CHESTER, 45.6 FEET
 KB0897'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 KB0897'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 KB0897'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1782 ***********************************************************************
 HB1782  DESIGNATION -  CHESTER ST JOHNS LUTH CHURCH
 HB1782  PID         -  HB1782
 HB1782  STATE/COUNTY-  IL/RANDOLPH
 HB1782  USGS QUAD   -  CHESTER (1993)
 HB1782
 HB1782                         *CURRENT SURVEY CONTROL
 HB1782  ___________________________________________________________________
 HB1782* NAD 83(1997)-  37 54 55.40936(N)    089 49 20.25685(W)     ADJUSTED  
 HB1782* NAVD 88     -                                                        
 HB1782  ___________________________________________________________________
 HB1782  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 HB1782  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB1782
 HB1782  HORZ ORDER  -  THIRD
 HB1782
 HB1782.The horizontal coordinates were established by classical geodetic methods
 HB1782.and adjusted by the National Geodetic Survey in October 1999..
 HB1782
 HB1782
 HB1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1782
 HB1782.The geoid height was determined by GEOID03.
 HB1782
 HB1782;                    North         East     Units Scale Factor Converg.
 HB1782;SPC IL W     -   138,635.139   730,280.119   MT  0.99995247   +0 12 41.8
 HB1782;SPC IL W     -   454,838.79  2,395,927.36   sFT  0.99995247   +0 12 41.8
 HB1782;SPC MO E     -   231,258.241   309,589.318   MT  0.99997705   +0 24 59.3
 HB1782;UTM  16      - 4,200,184.183   251,900.955   MT  1.00035819   -1 44 06.6
 HB1782
 HB1782                          SUPERSEDED SURVEY CONTROL
 HB1782
 HB1782  NAD 83(1986)-  37 54 55.41724(N)    089 49 20.25326(W) AD(       ) 4
 HB1782  NAD 27      -  37 54 55.23300(N)    089 49 19.87100(W) AD(       ) 3
 HB1782
 HB1782.Superseded values are not recommended for survey control.
 HB1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1782.See file dsdata.txt to determine how the superseded data were derived.
 HB1782
 HB1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5190100184(NAD 83)
 HB1782
 HB1782  HISTORY     - Date     Condition        Report By
 HB1782  HISTORY     - 1931     FIRST OBSERVED   CGS
 HB1782  HISTORY     - 1975     GOOD             LOCENG
 HB1782
 HB1782                          STATION DESCRIPTION
 HB1782
 HB1782'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1782'STATION RECOVERED GOOD.
 HB1782'
 HB1782'THE STATION A BRICK STRUCTURE WITH A GRAY SLATE SPIRE.
 HB1782'
 HB1782'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1432 ***********************************************************************
 KB1432  DESIGNATION -  CHESTERMAN
 KB1432  PID         -  KB1432
 KB1432  STATE/COUNTY-  IL/CHRISTIAN
 KB1432  USGS QUAD   -  CLARKSDALE (1979)
 KB1432
 KB1432                         *CURRENT SURVEY CONTROL
 KB1432  ___________________________________________________________________
 KB1432* NAD 83(1997)-  39 27 07.69240(N)    089 17 03.86198(W)     ADJUSTED  
 KB1432* NAVD 88     -       210.8    (meters)     692.     (feet)  VERTCON   
 KB1432  ___________________________________________________________________
 KB1432  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KB1432  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KB1432
 KB1432  HORZ ORDER  -  SECOND
 KB1432
 KB1432.The horizontal coordinates were established by classical geodetic methods
 KB1432.and adjusted by the National Geodetic Survey in October 1999..
 KB1432
 KB1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1432
 KB1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1432
 KB1432.The geoid height was determined by GEOID03.
 KB1432
 KB1432;                    North         East     Units Scale Factor Converg.
 KB1432;SPC IL W     -   309,533.976   775,934.387   MT  1.00001214   +0 33 38.3
 KB1432;SPC IL W     - 1,015,529.39  2,545,711.40   sFT  1.00001214   +0 33 38.3
 KB1432;SPC IL E     -   309,604.664   218,140.214   MT  1.00005747   -0 36 15.8
 KB1432;SPC IL E     - 1,015,761.30    715,681.69   sFT  1.00005747   -0 36 15.8
 KB1432;UTM  16      - 4,369,443.237   303,444.236   MT  1.00007569   -1 27 07.4
 KB1432
 KB1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1432!SPC IL W     -   0.99997195  x   1.00001214  =   0.99998409
 KB1432!SPC IL E     -   0.99997195  x   1.00005747  =   1.00002941
 KB1432!UTM  16      -   0.99997195  x   1.00007569  =   1.00004763
 KB1432
 KB1432:                Primary Azimuth Mark                     Grid Az
 KB1432:SPC IL W     -  TAYLORVILLE                              002 33 02.7
 KB1432:SPC IL E     -  TAYLORVILLE                              003 42 56.8
 KB1432:UTM  16      -  TAYLORVILLE                              004 33 48.4
 KB1432
 KB1432|---------------------------------------------------------------------|
 KB1432| PID    Reference Object                     Distance      Geod. Az  |
 KB1432|                                                           dddmmss.s |
 KB1432| KB1384 TAYLORVILLE                         APPROX.11.0 KM 0030641.0 |
 KB1432| KB1428 TAYLORVILLE WU TEL MAST             110.801 METERS 00927     |
 KB1432| CI6822 CHESTERMAN RM 1                      13.032 METERS 08447     |
 KB1432| KB1431 CHESTERMAN A PT 1976                  7.846 METERS 14019     |
 KB1432| KB1427 TAYLORVILLE ILL PWR CO MICRO         80.163 METERS 14606     |
 KB1432| CI6823 CHESTERMAN RM 2                      29.942 METERS 23157     |
 KB1432| KB1429 CHESTERMAN AZ A PT 1976             312.842 METERS 24628     |
 KB1432| KB1430 CHESTERMAN AZ MK                    318.398 METERS 24720     |
 KB1432|---------------------------------------------------------------------|
 KB1432
 KB1432                          SUPERSEDED SURVEY CONTROL
 KB1432
 KB1432  NAD 83(1986)-  39 27 07.70250(N)    089 17 03.83780(W) AD(       ) 2
 KB1432  NAD 27      -  39 27 07.53167(N)    089 17 03.49789(W) AD(       ) 2
 KB1432  NGVD 29 (07/19/86)  210.9    (m)          692.     (f) VERT ANG       
 KB1432
 KB1432.Superseded values are not recommended for survey control.
 KB1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1432.See file dsdata.txt to determine how the superseded data were derived.
 KB1432
 KB1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0344469443(NAD 83)
 KB1432_MARKER: DS = TRIANGULATION STATION DISK
 KB1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1432_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1432
 KB1432  HISTORY     - Date     Condition        Report By
 KB1432  HISTORY     - 1976     MONUMENTED       NGS
 KB1432
 KB1432                          STATION DESCRIPTION
 KB1432
 KB1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1432'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF NOKOMIS, 7 MILES
 KB1432'SOUTH OF TAYLORVILLE, 5 MILES WEST-SOUTHWEST OF OWANECO, AND ON A
 KB1432'PROMINENT HILL WITH TWO LARGE TOWERS LOCATED ON IT.  IT IS ON
 KB1432'PROPERTY OWNED BY ILLINOIS POWER COMPANY, 500 SOUTH 27TH STREET,
 KB1432'DECATUR, ILLINOIS.  PHONE 217-428-7711.
 KB1432'
 KB1432'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 KB1432'TAYLORVILLE, GO WEST ON MARKET STREET FOR 0.3 MILE TO THE
 KB1432'INTERSECTION WITH SOUTH SHUMWAY STREET.  TURN LEFT AND GO SOUTH
 KB1432'FOLLOWING SOUTH SHUMWAY STREET FOR 1.1 MILES TO THE JUNCTION
 KB1432'WITH STATE ROAD 48, CONTINUE SOUTH FOLLOWING COUNTY ROAD 1 FOR
 KB1432'5.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOLLOWING
 KB1432'AN OILED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 KB1432'LEFT.  CONTINUE AHEAD 0.1 MILE EAST TO A LOCKED GATE AHEAD.
 KB1432'TURN LEFT HERE AND GO NORTH 0.1 MILE TO THE NORTHWEST CORNER OF
 KB1432'THE FENCED IN AREA AND THE STATION ON THE RIGHT.
 KB1432'
 KB1432'THE STATION MARKS ARE STANDARD DISKS STAMPED, CHESTERMAN
 KB1432'1975.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KB1432'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 KB1432'SURFACE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KB1432'CONCRETE THAT IS 42 INCHES BELOW THE GROUND SURFACE.  IT IS 5
 KB1432'FEET SOUTH OF A METAL WITNESS POST, AND 69 FEET EAST OF A
 KB1432'FENCELINE CORNER.
 KB1432'
 KB1432'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, CHESTERMAN NO 1
 KB1432'1975.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1432'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 6 INCHES
 KB1432'SOUTH OF A WIRE FENCE.
 KB1432'
 KB1432'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, CHESTERMAN NO 2
 KB1432'1975.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1432'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT
 KB1432'EAST OF A NORTH-SOUTH FENCELINE, 12 FEET EAST OF THE APPROXIMATE
 KB1432'CENTER OF A GRAVELED ROAD AND 18 FEET NORTH OF A POWERLINE POLE.
 KB1432'
 KB1432'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 KB1432'CHESTERMAN AZ 1975.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1432'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KB1432'3 FEET EAST OF A METAL WITNESS POST, 5 FEET SOUTH OF A POWERLINE
 KB1432'POLE, 5 FEET NORTHEAST OF A FENCE CORNER POST, AND 18 FEET NORTH
 KB1432'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
 KB1432'
 KB1432'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1430 ***********************************************************************
 KB1430  DESIGNATION -  CHESTERMAN AZ MK
 KB1430  PID         -  KB1430
 KB1430  STATE/COUNTY-  IL/CHRISTIAN
 KB1430  USGS QUAD   -  CLARKSDALE (1979)
 KB1430
 KB1430                         *CURRENT SURVEY CONTROL
 KB1430  ___________________________________________________________________
 KB1430* NAD 83(1997)-  39 27 03.71293(N)    089 17 16.14991(W)     ADJUSTED  
 KB1430* NAVD 88     -       200.3    (meters)     657.     (feet)  GPS OBS   
 KB1430  ___________________________________________________________________
 KB1430  X           -      61,300.086 (meters)                     COMP
 KB1430  Y           -  -4,931,411.262 (meters)                     COMP
 KB1430  Z           -   4,031,213.882 (meters)                     COMP
 KB1430  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 KB1430  ELLIP HEIGHT-         168.31  (meters)          (12/06/04) GPS OBS
 KB1430  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KB1430
 KB1430  HORZ ORDER  -  FIRST
 KB1430  ELLP ORDER  -  FOURTH    CLASS I
 KB1430
 KB1430.The horizontal coordinates were established by GPS observations
 KB1430.and adjusted by the WOOLPERT CONSULTANTS in July 2003..
 KB1430
 KB1430.The orthometric height was determined by GPS observations and a
 KB1430.high-resolution geoid model.
 KB1430
 KB1430.Photographs are available for this station.
 KB1430
 KB1430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1430
 KB1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1430
 KB1430.The ellipsoidal height was determined by GPS observations
 KB1430.and is referenced to NAD 83.
 KB1430
 KB1430.The geoid height was determined by GEOID03.
 KB1430
 KB1430;                    North         East     Units Scale Factor Converg.
 KB1430;SPC IL W     -   309,408.384   775,641.802   MT  1.00001160   +0 33 30.5
 KB1430;SPC IL W     - 1,015,117.34  2,544,751.48   sFT  1.00001160   +0 33 30.5
 KB1430;SPC IL E     -   309,485.041   217,845.122   MT  1.00005807   -0 36 23.5
 KB1430;SPC IL E     - 1,015,368.84    714,713.54   sFT  1.00005807   -0 36 23.5
 KB1430;UTM  16      - 4,369,327.991   303,147.401   MT  1.00007713   -1 27 15.1
 KB1430
 KB1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1430!SPC IL W     -   0.99997359  x   1.00001160  =   0.99998519
 KB1430!SPC IL E     -   0.99997359  x   1.00005807  =   1.00003166
 KB1430!UTM  16      -   0.99997359  x   1.00007713  =   1.00005072
 KB1430
 KB1430|---------------------------------------------------------------------|
 KB1430| PID    Reference Object                     Distance      Geod. Az  |
 KB1430|                                                           dddmmss.s |
 KB1430| KB1432 CHESTERMAN                          318.398 METERS 06720     |
 KB1430| KB1427 TAYLORVILLE ILL PWR CO MICRO        343.132 METERS 08034     |
 KB1430| KB1429 CHESTERMAN AZ A PT 1976               7.320 METERS 10731     |
 KB1430|---------------------------------------------------------------------|
 KB1430
 KB1430                          SUPERSEDED SURVEY CONTROL
 KB1430
 KB1430  NAD 83(1997)-  39 27 03.71119(N)    089 17 16.15259(W) AD(       ) 2
 KB1430  NAD 83(1986)-  39 27 03.72126(N)    089 17 16.12838(W) AD(       ) 2
 KB1430  NAD 27      -  39 27 03.55008(N)    089 17 15.78783(W) AD(       ) 2
 KB1430  NGVD 29 (07/19/86)  201.1    (m)          660.     (f) VERT ANG       
 KB1430
 KB1430.Superseded values are not recommended for survey control.
 KB1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1430.See file dsdata.txt to determine how the superseded data were derived.
 KB1430
 KB1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0314769328(NAD 83)
 KB1430_MARKER: DR = REFERENCE MARK DISK
 KB1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1430_STAMPING: CHESTERMAN AZ 1976
 KB1430_MARK LOGO: NGS   
 KB1430_PROJECTION: FLUSH
 KB1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1430+STABILITY: SURFACE MOTION
 KB1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1430+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2003
 KB1430
 KB1430  HISTORY     - Date     Condition        Report By
 KB1430  HISTORY     - 1975     MONUMENTED       NGS
 KB1430  HISTORY     - 20030613 GOOD             WOOLPT
 KB1430
 KB1430                          STATION DESCRIPTION
 KB1430
 KB1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1430'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF NOKOMIS, 7 MILES
 KB1430'SOUTH OF TAYLORVILLE, 5 MILES WEST-SOUTHWEST OF OWANECO AND ON ROAD
 KB1430'RIGHT-OF-WAY.
 KB1430'
 KB1430'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED CHESTERMAN
 KB1430'AZ 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1430'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET
 KB1430'NORTH OF THE CENTER OF A GRAVELED ROAD, 5 FEET NORTHEAST OF A
 KB1430'FENCE CORNER POST, 5 FEET SOUTH OF A POWERLINE POLE AND 3 FEET
 KB1430'EAST OF A METAL WITNESS POST.
 KB1430'
 KB1430'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1430'STATION CHESTERMAN.
 KB1430'
 KB1430'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KB1430'CHESTERMAN, DISTANCE BEING 318.476 METERS, WEST-SOUTHWEST OF THE
 KB1430'TRIANGULATION STATION.
 KB1430
 KB1430                          STATION RECOVERY (2003)
 KB1430
 KB1430'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 KB1430'THE STATION IS LOCATED APPROXIMATELY 30.8 MI SOUTH-SOUTHEAST OF THE
 KB1430'CITY OF SPRINGFIELD,
 KB1430'27.5 MI NORTHEAST OF THE COMMUNITY OF LITCHFIELD, AND 6.75 MI SOUTH OF
 KB1430'THE CITY OF
 KB1430'TAYLORVILLE. NORTH OF THE JUNCTION OF EAST 700 NORTH ROAD WITH A
 KB1430'GRAVEL ROAD SOUTH.
 KB1430'OWNERSHIP--CHRISTIAN COUNTY.
 KB1430' 
 KB1430'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAY 29 (EAST
 KB1430'PARK STREET)
 KB1430'WITH STATE HIGHWAY 48 (JAYCEE DRIVE), ON THE EAST SIDE OF TAYLORVILLE,
 KB1430'GO SOUTHWEST 1.9 MI
 KB1430'ON HIGHWAY 48 TO THE JUNCTION OF HIGHWAY 48 WITH COUNTY HIGHWAY 1,
 KB1430'TURN LEFT AND GO
 KB1430'SOUTH 5.65 MI ON HIGHWAY 1 TO THE JUNCTION OF HIGHWAY 1 WITH 700 NORTH
 KB1430'ROAD ON THE LEFT,
 KB1430'TURN LEFT AND GO EAST 0.5 MI ON 700 NORTH ROAD TO THE STATION ON THE
 KB1430'LEFT. THE STATION IS
 KB1430'A STANDARD NGS REFERENCE MARK DISK STAMPED --CHESTERMAN AZ 1975-- SET
 KB1430'INTO THE TOP OF A
 KB1430'12-INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 KB1430' 
 KB1430'THE STATION IS 19.7 FEET NORTH OF THE APPROXIMATE CENTERLINE OF 700
 KB1430'NORTH (GRAVEL) ROAD,
 KB1430'37.4 FEET NORTH-NORTHWEST OF A GREEN METAL TELEPHONE PEDESTAL,
 KB1430'APPROXIMATELY 6.5 FEET
 KB1430'SOUTH OF THE APPROXIMATE SOUTH EDGE OF FIELD, 6.2 FEET NORTH-NORTHEAST
 KB1430'OF A FENCE POST,
 KB1430'AND 4.6 FEET SOUTH OF UTILITY POLE --7--.
 KB1430' 
 KB1430'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1167 ***********************************************************************
 KB1167  CBN         -  This is a Cooperative Base Network Control Station.
 KB1167  DESIGNATION -  CHESTERVILLE
 KB1167  PID         -  KB1167
 KB1167  STATE/COUNTY-  IL/DOUGLAS
 KB1167  USGS QUAD   -  ARCOLA (1983)
 KB1167
 KB1167                         *CURRENT SURVEY CONTROL
 KB1167  ___________________________________________________________________
 KB1167* NAD 83(1997)-  39 42 02.23159(N)    088 22 26.64326(W)     ADJUSTED  
 KB1167* NAVD 88     -       199.0    (meters)     653.     (feet)  GPS OBS   
 KB1167  ___________________________________________________________________
 KB1167  X           -     139,434.019 (meters)                     COMP
 KB1167  Y           -  -4,912,157.515 (meters)                     COMP
 KB1167  Z           -   4,052,572.599 (meters)                     COMP
 KB1167  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 KB1167  ELLIP HEIGHT-         166.86  (meters)          (10/15/04) GPS OBS
 KB1167  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KB1167
 KB1167  HORZ ORDER  -  B
 KB1167  ELLP ORDER  -  FOURTH    CLASS II
 KB1167
 KB1167.The horizontal coordinates were established by GPS observations
 KB1167.and adjusted by the National Geodetic Survey in July 1998..
 KB1167
 KB1167.The orthometric height was determined by GPS observations and a
 KB1167.high-resolution geoid model.
 KB1167
 KB1167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1167
 KB1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1167
 KB1167.The ellipsoidal height was determined by GPS observations
 KB1167.and is referenced to NAD 83.
 KB1167
 KB1167.The geoid height was determined by GEOID03.
 KB1167
 KB1167;                    North         East     Units Scale Factor Converg.
 KB1167;SPC IL E     -   336,761.237   296,506.490   MT  0.99997515   -0 01 33.7
 KB1167;SPC IL E     - 1,104,857.49    972,788.38   sFT  0.99997515   -0 01 33.7
 KB1167;UTM  16      - 4,395,432.227   382,197.288   MT  0.99977085   -0 52 40.2
 KB1167
 KB1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1167!SPC IL E     -   0.99997382  x   0.99997515  =   0.99994897
 KB1167!UTM  16      -   0.99997382  x   0.99977085  =   0.99974468
 KB1167
 KB1167|---------------------------------------------------------------------|
 KB1167| PID    Reference Object                     Distance      Geod. Az  |
 KB1167|                                                           dddmmss.s |
 KB1167| CI6824 CHESTERVILLE RM 1                    26.930 METERS 08832     |
 KB1167| KB1166 CHESTERVILLE AZ MK                  APPROX. 0.7 KM 1052147.5 |
 KB1167| CI6825 CHESTERVILLE RM 2                    27.781 METERS 30254     |
 KB1167|---------------------------------------------------------------------|
 KB1167
 KB1167                          SUPERSEDED SURVEY CONTROL
 KB1167
 KB1167  ELLIP H (07/17/98)  166.86   (m)                       GP(       ) 4 1
 KB1167  NAD 83(1986)-  39 42 02.24407(N)    088 22 26.63818(W) AD(       ) 1
 KB1167  NAD 27      -  39 42 02.12526(N)    088 22 26.45505(W) AD(       ) 1
 KB1167  NGVD 29 (07/19/86)  199.08   (m)          653.1    (f) LEVELING    3  
 KB1167
 KB1167.Superseded values are not recommended for survey control.
 KB1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1167.See file dsdata.txt to determine how the superseded data were derived.
 KB1167
 KB1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8219795432(NAD 83)
 KB1167_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1167_STAMPING: CHESTERVILLE 1980
 KB1167_MARK LOGO: NGS   
 KB1167_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1167+STABILITY: SURFACE MOTION
 KB1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1167+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB1167
 KB1167  HISTORY     - Date     Condition        Report By
 KB1167  HISTORY     - 1980     MONUMENTED       NGS
 KB1167  HISTORY     - 19970415 GOOD             NGS
 KB1167  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1167
 KB1167                          STATION DESCRIPTION
 KB1167
 KB1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1167'THE STATION IS LOCATED ABOUT 1.45 KM SOUTHEAST OF CHESTERVILLE,
 KB1167'4.81 KM WEST-NORTHWEST OF ARCOLA AND ALONG HIGHWAY RIGHT-OF-WAY.
 KB1167'IT IS IN THE SW1/4,S36,T15N,R7E.  PERMISSION
 KB1167'WAS OBTAINED FROM ILLINOIS HIGHWAY DISTRICT 5,
 KB1167'MR. DAVID COBB, PARIS, ILLINOIS.  TELEPHONE 217-465-4181.
 KB1167'
 KB1167'TO REACH THE STATION FROM THE POST OFFICE IN ARTHUR, GO SOUTH
 KB1167'ON MAIN STREET FOR 0.4 KM (0.25 MI) TO THE JUNCTION WITH STATE
 KB1167'HIGHWAY 133.  TURN LEFT AND GO EAST ON STATE HIGHWAY 133 FOR
 KB1167'7.4 KM (4.6 MI) TO THE CENTER OF A BRIDGE OVER THE KASKASKIA
 KB1167'RIVER AT THE EAST EDGE OF CHESTERVILLE.  CONTINUE EAST FOR 0.32 KM
 KB1167'(0.2 MI) TO BENCH MARK U 11 ON THE LEFT.  CONTINUE EAST FOR 0.8 KM
 KB1167'(0.5 MI) TO THE STATION ON THE LEFT.
 KB1167'
 KB1167'THE STATION IS A STANDARD NGS DISK
 KB1167'STAMPED---CHESTERVILLE 1980---,
 KB1167'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1167'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED
 KB1167'23.7 METERS EAST FROM A METAL WITNESS POST AT A LARGE TREE,
 KB1167'22.0 METERS WEST FROM A METAL WITNESS POST AT A LARGE TREE,
 KB1167'14.0 METERS SOUTH FROM THE SOUTH RAIL OF RAILROAD AND
 KB1167'12.9 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 133.
 KB1167'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1167'STAMPED---CHESTERVILLE 1980---,
 KB1167'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 KB1167'
 KB1167'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1167'STAMPED---CHESTERVILLE NO 1 1980---,
 KB1167'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1167'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 KB1167'20.7 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 133,
 KB1167'7.7 METERS NORTHEAST FROM A METAL WITNESS POST AT A LARGE TREE AND
 KB1167'6.1 METERS SOUTH FROM THE SOUTH RAIL OF A RAILROAD.
 KB1167'MARK IS LEVEL WITH STATION.
 KB1167'
 KB1167'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1167'STAMPED---CHESTERVILLE NO 2 1980---,
 KB1167'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1167'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 KB1167'21.3 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 133,
 KB1167'7.6 METERS NORTH-NORTHWEST FROM A METAL WITNESS POST AND
 KB1167'5.5 METERS SOUTH FROM THE SOUTH RAIL OF THE RAILROAD.
 KB1167'MARK IS LEVEL WITH STATION.
 KB1167'
 KB1167'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1167'STAMPED---CHESTERVILLE 1980---,
 KB1167'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1167'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 KB1167'48.7 METERS EAST FROM COUNTY ROAD 550 E,
 KB1167'13.45 METERS NORTH FROM THE CENTER OF STATE HIGHWAY 133,
 KB1167'13.4 METERS SOUTH FROM THE SOUTH RAIL AND
 KB1167'1.0 METER WEST FROM A METAL WITNESS POST.
 KB1167'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON STATE
 KB1167'HIGHWAY 133 FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT.
 KB1167'
 KB1167'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 KB1167
 KB1167                          STATION RECOVERY (1997)
 KB1167
 KB1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB1167'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST-SOUTHEAST OF ARTHUR,
 KB1167'4.0 MI (6.4 KM) WEST-NORTHWEST OF ARCOLA, AND 0.9 MI (1.4 KM)
 KB1167'EAST-SOUTHEAST OF CHESTERVILLE.  TO REACH FROM THE CENTER OF A BRIDGE
 KB1167'OVER THE KASKASKIA RIVER ALONG STATE ROUTE 133 ON THE EAST EDGE OF
 KB1167'CHESTERVILLE, GO EAST ON ROUTE 133 FOR 0.7 MI (1.1 KM) TO THE STATION
 KB1167'ON THE LEFT, 12.9 M (42.3 FT) NORTH OF THE CENTER OF THE HIGHWAY, 37.5
 KB1167'M (123.0 FT) WEST OF A WHITE METAL VENT PIPE FOR AN UNDERGROUND
 KB1167'PIPELINE, 23.7 M (77.8 FT) EAST OF A METAL WITNESS POST AT A LARGE
 KB1167'TREE, AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 KB1167
 KB1167                          STATION RECOVERY (2000)
 KB1167
 KB1167'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1167'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1167'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB1167' 
 KB1167'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1166 ***********************************************************************
 KB1166  DESIGNATION -  CHESTERVILLE AZ MK
 KB1166  PID         -  KB1166
 KB1166  STATE/COUNTY-  IL/DOUGLAS
 KB1166  USGS QUAD   -  ARCOLA (1983)
 KB1166
 KB1166                         *CURRENT SURVEY CONTROL
 KB1166  ___________________________________________________________________
 KB1166* NAD 83(1997)-  39 41 56.62247(N)    088 22 00.21932(W)     ADJUSTED  
 KB1166* NAVD 88     -       198.5    (meters)     651.     (feet)  VERTCON   
 KB1166  ___________________________________________________________________
 KB1166  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 KB1166  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB1166
 KB1166  HORZ ORDER  -  SECOND
 KB1166
 KB1166.The horizontal coordinates were established by classical geodetic methods
 KB1166.and adjusted by the National Geodetic Survey in October 1999..
 KB1166
 KB1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1166
 KB1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1166
 KB1166.The geoid height was determined by GEOID03.
 KB1166
 KB1166;                    North         East     Units Scale Factor Converg.
 KB1166;SPC IL E     -   336,587.988   297,135.928   MT  0.99997510   -0 01 16.8
 KB1166;SPC IL E     - 1,104,289.09    974,853.46   sFT  0.99997510   -0 01 16.8
 KB1166;UTM  16      - 4,395,249.678   382,823.952   MT  0.99976904   -0 52 23.2
 KB1166
 KB1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1166!SPC IL E     -   0.99997390  x   0.99997510  =   0.99994900
 KB1166!UTM  16      -   0.99997390  x   0.99976904  =   0.99974294
 KB1166
 KB1166:                Primary Azimuth Mark                     Grid Az
 KB1166:SPC IL E     -  ARCOLA MUNICIPAL TANK 1980               105 53 51.3
 KB1166:UTM  16      -  ARCOLA MUNICIPAL TANK 1980               106 44 57.7
 KB1166
 KB1166|---------------------------------------------------------------------|
 KB1166| PID    Reference Object                     Distance      Geod. Az  |
 KB1166|                                                           dddmmss.s |
 KB1166| KB1164 ARCOLA MUNICIPAL TANK 1980          APPROX. 5.3 KM 1055234.5 |
 KB1166| KB1163 BOURBON TRUNKLN GAS MICROWAVE       APPROX. 1.3 KM 3473357.1 |
 KB1166|---------------------------------------------------------------------|
 KB1166
 KB1166                          SUPERSEDED SURVEY CONTROL
 KB1166
 KB1166  NAD 83(1997)-  39 41 56.62234(N)    088 22 00.21936(W) AD(       ) 2
 KB1166  NAD 83(1986)-  39 41 56.63492(N)    088 22 00.21424(W) AD(       ) 2
 KB1166  NAD 27      -  39 41 56.51613(N)    088 22 00.03174(W) AD(       ) 2
 KB1166  NGVD 29 (07/19/86)  198.6    (m)          652.     (f) VERT ANG       
 KB1166
 KB1166.Superseded values are not recommended for survey control.
 KB1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1166.See file dsdata.txt to determine how the superseded data were derived.
 KB1166
 KB1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8282495250(NAD 83)
 KB1166_MARKER: DZ = AZIMUTH MARK DISK
 KB1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1166+STABILITY: SURFACE MOTION
 KB1166
 KB1166  HISTORY     - Date     Condition        Report By
 KB1166  HISTORY     - 1980     MONUMENTED       NGS
 KB1166
 KB1166                          STATION DESCRIPTION
 KB1166
 KB1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1166'THE STATION IS LOCATED ABOUT 6 KM (3-3/4 MI) WEST-NORTHWEST
 KB1166'OF ARCOLA, 4.8 KM (3 MI) SOUTH OF BOURBON, 2.1 KM (1-1/4 MI)
 KB1166'EAST-SOUTHEAST OF CHESTERVILLE, IN THE SW1/4,S36,T15N,R7E
 KB1166'OF BOURBON TOWNSHIP, AND IS ON STATE HIGHWAY RIGHT-OF-WAY.
 KB1166'
 KB1166'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER THE
 KB1166'KASKASKIA RIVER, AT THE EAST EDGE OF CHESTERVILLE, GO EAST
 KB1166'ON STATE HIGHWAY 133 FOR 1.8 KM (1.1 MI) TO A CROSSROAD AND
 KB1166'THE STATION IN THE NORTHEAST ANGLE.
 KB1166'
 KB1166'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 KB1166'STAMPED---CHESTERVILLE 1980---,
 KB1166'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1166'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 KB1166'48.7 METERS (159.8 FT) EAST FROM THE CENTER OF COUNTY ROAD 550E,
 KB1166'13.5 METERS (44.1 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 133,
 KB1166'13.4 METERS (44.0 FT) SOUTH FROM THE SOUTH RAIL OF A SET OF RAIL
 KB1166'ROAD TRACKS, AND
 KB1166'1.0 METER (3.3 FT) WEST FROM A METAL WITNESS POST.
 KB1166'
 KB1166'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2840 ***********************************************************************
 ME2840  DESIGNATION -  CHICAGO 19TH DIS POL RAD TWR
 ME2840  PID         -  ME2840
 ME2840  STATE/COUNTY-  IL/COOK
 ME2840  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2840
 ME2840                         *CURRENT SURVEY CONTROL
 ME2840  ___________________________________________________________________
 ME2840* NAD 83(1997)-  41 56 25.55750(N)    087 41 23.41282(W)     ADJUSTED  
 ME2840* NAVD 88     -                                                        
 ME2840  ___________________________________________________________________
 ME2840  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ME2840  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2840
 ME2840  HORZ ORDER  -  THIRD
 ME2840
 ME2840.The horizontal coordinates were established by classical geodetic methods
 ME2840.and adjusted by the National Geodetic Survey in October 1999..
 ME2840
 ME2840
 ME2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2840
 ME2840.The geoid height was determined by GEOID03.
 ME2840
 ME2840;                    North         East     Units Scale Factor Converg.
 ME2840;SPC IL E     -   585,686.752   353,362.651   MT  1.00001003   +0 25 48.3
 ME2840;SPC IL E     - 1,921,540.62  1,159,323.96   sFT  1.00001003   +0 25 48.3
 ME2840;UTM  16      - 4,643,392.649   442,815.948   MT  0.99964024   -0 27 39.9
 ME2840
 ME2840                          SUPERSEDED SURVEY CONTROL
 ME2840
 ME2840  NAD 83(1997)-  41 56 25.55768(N)    087 41 23.41331(W) AD(       ) 4
 ME2840  NAD 83(1997)-  41 56 25.56098(N)    087 41 23.42652(W) AD(       ) 4
 ME2840  NAD 83(1986)-  41 56 25.56205(N)    087 41 23.42568(W) AD(       ) 4
 ME2840  NAD 27      -  41 56 25.44489(N)    087 41 23.22373(W) AD(       ) 3
 ME2840
 ME2840.Superseded values are not recommended for survey control.
 ME2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2840.See file dsdata.txt to determine how the superseded data were derived.
 ME2840
 ME2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4281643393(NAD 83)
 ME2840_MARKER: 43 = RADIO/TV TOWER
 ME2840
 ME2840  HISTORY     - Date     Condition        Report By
 ME2840  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2840
 ME2840                          STATION DESCRIPTION
 ME2840
 ME2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2840'THE STATION IS THE LIGHT BUT NOT IN THE CENTER OF THE
 ME2840'CHICAGO POLICE DEPARTMENT AREA 6, 19TH DISTRICT RADIO
 ME2840'TOWER.  IT IS A SKELETON STEEL TOWER AND IS SUPPORTED BY
 ME2840'3 TUBULAR, TRUSS-WORK LEGS, ORANGE AND WHITE IN COLOR AND
 ME2840'APPROXIMATELY 240 FEET HIGH.
 ME2840'
 ME2840'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME2840'SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH CAMPBELL AVENUE
 ME2840'AND WEST MELROSE STREET, EXTENDED EAST, 205 FEET EAST OF THE
 ME2840'CENTERLINE OF NORTH CAMPBELL AVENUE AND 105 FEET SOUTH OF THE
 ME2840'CENTERLINE OF WEST MELROSE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2831 ***********************************************************************
 ME2831  DESIGNATION -  CHICAGO A G CATH CH SPIRE
 ME2831  PID         -  ME2831
 ME2831  STATE/COUNTY-  IL/COOK
 ME2831  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2831
 ME2831                         *CURRENT SURVEY CONTROL
 ME2831  ___________________________________________________________________
 ME2831* NAD 83(1997)-  41 59 51.43595(N)    087 40 36.79749(W)     ADJUSTED  
 ME2831* NAVD 88     -                                                        
 ME2831  ___________________________________________________________________
 ME2831  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 ME2831  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME2831
 ME2831  HORZ ORDER  -  THIRD
 ME2831
 ME2831.The horizontal coordinates were established by classical geodetic methods
 ME2831.and adjusted by the National Geodetic Survey in October 1999..
 ME2831
 ME2831
 ME2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2831
 ME2831.The geoid height was determined by GEOID03.
 ME2831
 ME2831;                    North         East     Units Scale Factor Converg.
 ME2831;SPC IL E     -   592,046.855   354,387.773   MT  1.00001138   +0 26 21.3
 ME2831;SPC IL E     - 1,942,407.06  1,162,687.22   sFT  1.00001138   +0 26 21.3
 ME2831;UTM  16      - 4,649,733.674   443,939.503   MT  0.99963867   -0 27 10.5
 ME2831
 ME2831                          SUPERSEDED SURVEY CONTROL
 ME2831
 ME2831  NAD 83(1997)-  41 59 51.43614(N)    087 40 36.79803(W) AD(       ) 4
 ME2831  NAD 83(1997)-  41 59 51.43954(N)    087 40 36.81274(W) AD(       ) 4
 ME2831  NAD 83(1986)-  41 59 51.44071(N)    087 40 36.81171(W) AD(       ) 4
 ME2831  NAD 27      -  41 59 51.32397(N)    087 40 36.60614(W) AD(       ) 3
 ME2831
 ME2831.Superseded values are not recommended for survey control.
 ME2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2831.See file dsdata.txt to determine how the superseded data were derived.
 ME2831
 ME2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4394049734(NAD 83)
 ME2831_MARKER: 89 = SPIRE
 ME2831
 ME2831  HISTORY     - Date     Condition        Report By
 ME2831  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2831  HISTORY     - 19950512 GOOD             USPSQD
 ME2831  HISTORY     - 19961026 GOOD             USPSQD
 ME2831
 ME2831                          STATION DESCRIPTION
 ME2831
 ME2831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2831'THE STATION IS THE BASE OF CROSS OF THE ANGEL GUARDIAN CATHOLIC
 ME2831'CHURCH WHICH IS LOCATED AT 6376 NORTH RIDGE AVENUE.  THE CROSS
 ME2831'IS LOCATED ON THE BLACK SPIRE ATOP OF RED BRICK CLOCKTOWER
 ME2831'ATTACHED TO THE NORTHEAST CORNER OF CHURCH BUILDING.  IT IS
 ME2831'APPROXIMATELY 155 FEET HIGH.
 ME2831'
 ME2831'LOCATED IN THE NORTHEAST SECTION OF CHICAGO, IN THE SOUTHWEST
 ME2831'ANGLE OF THE INTERSECTION OF RIDGE AVENUE AND DEVON AVENUE,
 ME2831'115 FEET SOUTH OF THE CENTER LINE OF DEVON AVENUE AND 47 FEET
 ME2831'WEST OF THE CENTERLINE OF RIDGE AVENUE.
 ME2831
 ME2831                          STATION RECOVERY (1995)
 ME2831
 ME2831'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME2831'RECOVERED IN GOOD CONDITION.
 ME2831
 ME2831                          STATION RECOVERY (1996)
 ME2831
 ME2831'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3133 ***********************************************************************
 ME3133  DESIGNATION -  CHICAGO AMPHENOL ELECTRONIC TK
 ME3133  PID         -  ME3133
 ME3133  STATE/COUNTY-  IL/COOK
 ME3133  USGS QUAD   -  BERWYN (1993)
 ME3133
 ME3133                         *CURRENT SURVEY CONTROL
 ME3133  ___________________________________________________________________
 ME3133* NAD 83(1997)-  41 46 42.16073(N)    087 47 56.44494(W)     ADJUSTED  
 ME3133* NAVD 88     -                                                        
 ME3133  ___________________________________________________________________
 ME3133  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 ME3133  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ME3133
 ME3133  HORZ ORDER  -  THIRD
 ME3133
 ME3133.The horizontal coordinates were established by classical geodetic methods
 ME3133.and adjusted by the National Geodetic Survey in October 1999..
 ME3133
 ME3133
 ME3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3133
 ME3133.The geoid height was determined by GEOID03.
 ME3133
 ME3133;                    North         East     Units Scale Factor Converg.
 ME3133;SPC IL E     -   567,625.417   344,421.127   MT  0.99999927   +0 21 21.6
 ME3133;SPC IL E     - 1,862,284.39  1,129,988.31   sFT  0.99999927   +0 21 21.6
 ME3133;UTM  16      - 4,625,478.747   433,598.329   MT  0.99965426   -0 31 56.5
 ME3133
 ME3133                          SUPERSEDED SURVEY CONTROL
 ME3133
 ME3133  NAD 83(1997)-  41 46 42.16083(N)    087 47 56.44531(W) AD(       ) 4
 ME3133  NAD 83(1997)-  41 46 42.16387(N)    087 47 56.45417(W) AD(       ) 4
 ME3133  NAD 83(1986)-  41 46 42.16447(N)    087 47 56.45379(W) AD(       ) 4
 ME3133  NAD 27      -  41 46 42.04972(N)    087 47 56.25224(W) AD(       ) 3
 ME3133
 ME3133.Superseded values are not recommended for survey control.
 ME3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3133.See file dsdata.txt to determine how the superseded data were derived.
 ME3133
 ME3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3359825479(NAD 83)
 ME3133_MARKER: 53 = ELEVATED TANK
 ME3133
 ME3133  HISTORY     - Date     Condition        Report By
 ME3133  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3133  HISTORY     - 1960     GOOD             CGS
 ME3133  HISTORY     - 1987     GOOD             USPSQD
 ME3133  HISTORY     - 1989     GOOD             USPSQD
 ME3133  HISTORY     - 19970901 GOOD             USPSQD
 ME3133
 ME3133                          STATION DESCRIPTION
 ME3133
 ME3133'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3133'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME3133'THE AMPHENOL
 ME3133'ELECTRONICS CORPORATION LOCATED ABOUT 0.1 MILE NORTHEAST OF THE
 ME3133'INTERSECTION OF HARLEM AVENUE (STATE
 ME3133'HIGHWAY 42A) AND 63RD STREET IN THE SOUTHWEST EDGE OF
 ME3133'CHICAGO.  IT IS A STEEL TANK SUPPORTED BY
 ME3133'A FOUR-LEGGED STEEL STRUCTURE AND IS PAINTED
 ME3133'SILVER WITH THE NAME AMPHENOL ELECTRONICS CORP.  PLANT 3-4
 ME3133'PAINTED ON A BLACK BACKGROUND IN
 ME3133'WHITE LETTERS ON THREE SIDES.  THE HEIGHT IS ABOUT 135 FEET.
 ME3133
 ME3133                          STATION RECOVERY (1960)
 ME3133
 ME3133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 ME3133'RECOVERED AS DESCRIBED IN THE 1956 DESCRIPTION WHICH IS ADEQUATE
 ME3133'FOR RECOVERY.
 ME3133
 ME3133                          STATION RECOVERY (1987)
 ME3133
 ME3133'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3133'RECOVERED IN GOOD CONDITION.
 ME3133
 ME3133                          STATION RECOVERY (1989)
 ME3133
 ME3133'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3133'RECOVERED IN GOOD CONDITION.
 ME3133
 ME3133                          STATION RECOVERY (1997)
 ME3133
 ME3133'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2894 ***********************************************************************
 ME2894  DESIGNATION -  CHICAGO ARGON ELEC RAD TWR
 ME2894  PID         -  ME2894
 ME2894  STATE/COUNTY-  IL/COOK
 ME2894  USGS QUAD   -  LAKE CALUMET (1997)
 ME2894
 ME2894                         *CURRENT SURVEY CONTROL
 ME2894  ___________________________________________________________________
 ME2894* NAD 83(1997)-  41 44 12.90830(N)    087 35 44.51935(W)     ADJUSTED  
 ME2894* NAVD 88     -                                                        
 ME2894  ___________________________________________________________________
 ME2894  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 ME2894  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2894
 ME2894  HORZ ORDER  -  THIRD
 ME2894
 ME2894.The horizontal coordinates were established by classical geodetic methods
 ME2894.and adjusted by the National Geodetic Survey in October 1999..
 ME2894
 ME2894
 ME2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2894
 ME2894.The geoid height was determined by GEOID03.
 ME2894
 ME2894;                    North         East     Units Scale Factor Converg.
 ME2894;SPC IL E     -   563,145.701   361,363.238   MT  1.00002132   +0 29 27.8
 ME2894;SPC IL E     - 1,847,587.19  1,185,572.56   sFT  1.00002132   +0 29 27.8
 ME2894;UTM  16      - 4,620,738.747   450,462.770   MT  0.99963020   -0 23 47.7
 ME2894
 ME2894                          SUPERSEDED SURVEY CONTROL
 ME2894
 ME2894  NAD 83(1997)-  41 44 12.90847(N)    087 35 44.51957(W) AD(       ) 4
 ME2894  NAD 83(1997)-  41 44 12.91328(N)    087 35 44.52866(W) AD(       ) 4
 ME2894  NAD 83(1986)-  41 44 12.91356(N)    087 35 44.52813(W) AD(       ) 4
 ME2894  NAD 27      -  41 44 12.78768(N)    087 35 44.36219(W) AD(       ) 3
 ME2894
 ME2894.Superseded values are not recommended for survey control.
 ME2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2894.See file dsdata.txt to determine how the superseded data were derived.
 ME2894
 ME2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5046320739(NAD 83)
 ME2894_MARKER: 43 = RADIO/TV TOWER
 ME2894
 ME2894  HISTORY     - Date     Condition        Report By
 ME2894  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2894
 ME2894                          STATION DESCRIPTION
 ME2894
 ME2894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2894'THE STATION IS THE BASE OF THE POLE ANTENNA OF THE
 ME2894'CHICAGO ARGON ELECTRIC COMPANY INC. RADIO TOWER KCO 533.  IT
 ME2894'IS A TUBULAR TOWER, PAINTED ALTERNATELY RED AND WHITE, WITH A
 ME2894'POLE ANTENNA ATTACHED TO THE TOP, AND APPROXIMATELY 130 FEET
 ME2894'HIGH.
 ME2894'
 ME2894'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE NORTHWEST
 ME2894'ANGLE OF THE INTERSECTION OF EAST EIGHTY-SEVENTH STREET AND
 ME2894'THE NORFOLK AND WESTERN RAILROAD TRACKS, 50 FEET NORTH OF THE
 ME2894'CENTERLINE OF EAST EIGHTY-SEVENTH STREET, AND AT THE EAST
 ME2894'SIDE OF COMPANY COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3027 ***********************************************************************
 ME3027  DESIGNATION -  CHICAGO AUSTIN HIGH SCHOOL STK
 ME3027  PID         -  ME3027
 ME3027  STATE/COUNTY-  IL/COOK
 ME3027  USGS QUAD   -  RIVER FOREST (1997)
 ME3027
 ME3027                         *CURRENT SURVEY CONTROL
 ME3027  ___________________________________________________________________
 ME3027* NAD 83(1997)-  41 53 07.04648(N)    087 45 44.91680(W)     ADJUSTED  
 ME3027* NAVD 88     -                                                        
 ME3027  ___________________________________________________________________
 ME3027  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ME3027  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3027
 ME3027  HORZ ORDER  -  THIRD
 ME3027
 ME3027.The horizontal coordinates were established by classical geodetic methods
 ME3027.and adjusted by the National Geodetic Survey in October 1999..
 ME3027
 ME3027
 ME3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3027
 ME3027.The geoid height was determined by GEOID03.
 ME3027
 ME3027;                    North         East     Units Scale Factor Converg.
 ME3027;SPC IL E     -   579,519.501   347,379.640   MT  1.00000261   +0 22 52.1
 ME3027;SPC IL E     - 1,901,306.90  1,139,694.70   sFT  1.00000261   +0 22 52.1
 ME3027;UTM  16      - 4,637,321.344   436,739.989   MT  0.99964924   -0 30 32.7
 ME3027
 ME3027                          SUPERSEDED SURVEY CONTROL
 ME3027
 ME3027  NAD 83(1997)-  41 53 07.04660(N)    087 45 44.91724(W) AD(       ) 4
 ME3027  NAD 83(1997)-  41 53 07.04895(N)    087 45 44.92893(W) AD(       ) 4
 ME3027  NAD 83(1986)-  41 53 07.04961(N)    087 45 44.92835(W) AD(       ) 4
 ME3027  NAD 27      -  41 53 06.93612(N)    087 45 44.72213(W) AD(       ) 3
 ME3027
 ME3027.Superseded values are not recommended for survey control.
 ME3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3027.See file dsdata.txt to determine how the superseded data were derived.
 ME3027
 ME3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3674037321(NAD 83)
 ME3027_MARKER: 63 = STACK
 ME3027
 ME3027  HISTORY     - Date     Condition        Report By
 ME3027  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3027  HISTORY     - 19970905 GOOD             USPSQD
 ME3027
 ME3027                          STATION DESCRIPTION
 ME3027
 ME3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3027'THE STATION IS THE CENTER OF THE TOP OF THE STACK OF AUSTIN
 ME3027'HIGH SCHOOL
 ME3027'LOCATED ON THE SOUTH SIDE OF THE INTERSECTION OF LOTUS AVENUE AND
 ME3027'FULTON STREET IN THE WEST EDGE OF
 ME3027'CHICAGO.  IT IS A SQUARE, YELLOW BRICK STACK ABOUT THE
 ME3027'CENTER OF A YELLOW BRICK BUILDING AND IS
 ME3027'ABOUT 175 FEET HIGH.
 ME3027
 ME3027                          STATION RECOVERY (1997)
 ME3027
 ME3027'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2795 ***********************************************************************
 ME2795  DESIGNATION -  CHICAGO BOARD OF TRADE STATUE
 ME2795  PID         -  ME2795
 ME2795  STATE/COUNTY-  IL/COOK
 ME2795  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2795
 ME2795                         *CURRENT SURVEY CONTROL
 ME2795  ___________________________________________________________________
 ME2795* NAD 83(1997)-  41 52 39.47123(N)    087 37 56.14521(W)     ADJUSTED  
 ME2795* NAVD 88     -                                                        
 ME2795  ___________________________________________________________________
 ME2795  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 ME2795  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2795
 ME2795  HORZ ORDER  -  THIRD
 ME2795
 ME2795.The horizontal coordinates were established by classical geodetic methods
 ME2795.and adjusted by the National Geodetic Survey in October 1999..
 ME2795
 ME2795
 ME2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2795
 ME2795.The geoid height was determined by GEOID03.
 ME2795
 ME2795;                    North         East     Units Scale Factor Converg.
 ME2795;SPC IL E     -   578,748.828   358,194.104   MT  1.00001666   +0 28 04.8
 ME2795;SPC IL E     - 1,898,778.45  1,175,175.16   sFT  1.00001666   +0 28 04.8
 ME2795;UTM  16      - 4,636,383.103   447,537.200   MT  0.99963387   -0 25 19.5
 ME2795
 ME2795                          SUPERSEDED SURVEY CONTROL
 ME2795
 ME2795  NAD 83(1997)-  41 52 39.47143(N)    087 37 56.14563(W) AD(       ) 4
 ME2795  NAD 83(1997)-  41 52 39.47574(N)    087 37 56.15770(W) AD(       ) 4
 ME2795  NAD 83(1986)-  41 52 39.47658(N)    087 37 56.15692(W) AD(       ) 4
 ME2795  NAD 27      -  41 52 39.35209(N)    087 37 55.96198(W) AD(       ) 3
 ME2795
 ME2795.Superseded values are not recommended for survey control.
 ME2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2795.See file dsdata.txt to determine how the superseded data were derived.
 ME2795
 ME2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4753736383(NAD 83)
 ME2795
 ME2795  HISTORY     - Date     Condition        Report By
 ME2795  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2795  HISTORY     - 1970     GOOD             LOCSUR
 ME2795  HISTORY     - 1987     GOOD             USPSQD
 ME2795  HISTORY     - 1989     GOOD             USPSQD
 ME2795  HISTORY     - 19940414 GOOD             USPSQD
 ME2795  HISTORY     - 20040919 GOOD             USPSQD
 ME2795  HISTORY     - 20060516 GOOD             GEOCAC
 ME2795
 ME2795                          STATION DESCRIPTION
 ME2795
 ME2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2795'THE STATION IS THE CENTER OF THE TOP OF A STATUE OF CERES ON
 ME2795'TOP OF THE BOARD
 ME2795'OF TRADE BUILDING AT THE SOUTHWEST CORNER OF THE INTERSECTION OF LA
 ME2795'SALLE STREET AND JACKSON STREET IN THE
 ME2795'DOWNTOWN SECTION OF CHICAGO.  IT IS A GREY STONE STATUE
 ME2795'ON TOP OF A GREY STONE BUILDING AND THE HEIGHT,
 ME2795'OBTAINED FROM THE BUILDING MANAGER IS
 ME2795'612 FEET.
 ME2795
 ME2795                          STATION RECOVERY (1970)
 ME2795
 ME2795'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (PK)
 ME2795'RECOVERED AS DESCRIBED BY PAUL KUBECKA.
 ME2795
 ME2795                          STATION RECOVERY (1987)
 ME2795
 ME2795'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2795'RECOVERED IN GOOD CONDITION.
 ME2795
 ME2795                          STATION RECOVERY (1989)
 ME2795
 ME2795'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2795'RECOVERED IN GOOD CONDITION.
 ME2795
 ME2795                          STATION RECOVERY (1994)
 ME2795
 ME2795'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2795'RECOVERED IN GOOD CONDITION.
 ME2795
 ME2795                          STATION RECOVERY (2004)
 ME2795
 ME2795'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMD)
 ME2795'RECOVERED IN GOOD CONDITION.
 ME2795
 ME2795                          STATION RECOVERY (2006)
 ME2795
 ME2795'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 ME2795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2884 ***********************************************************************
 ME2884  DESIGNATION -  CHICAGO CARGILL TANK
 ME2884  PID         -  ME2884
 ME2884  STATE/COUNTY-  IL/COOK
 ME2884  USGS QUAD   -  LAKE CALUMET (1997)
 ME2884
 ME2884                         *CURRENT SURVEY CONTROL
 ME2884  ___________________________________________________________________
 ME2884* NAD 83(1997)-  41 40 32.44284(N)    087 33 22.83340(W)     ADJUSTED  
 ME2884* NAVD 88     -                                                        
 ME2884  ___________________________________________________________________
 ME2884  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 ME2884  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2884
 ME2884  HORZ ORDER  -  THIRD
 ME2884
 ME2884.The horizontal coordinates were established by classical geodetic methods
 ME2884.and adjusted by the National Geodetic Survey in October 1999..
 ME2884
 ME2884
 ME2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2884
 ME2884.The geoid height was determined by GEOID03.
 ME2884
 ME2884;                    North         East     Units Scale Factor Converg.
 ME2884;SPC IL E     -   556,372.785   364,698.732   MT  1.00002649   +0 30 59.9
 ME2884;SPC IL E     - 1,825,366.38  1,196,515.76   sFT  1.00002649   +0 30 59.9
 ME2884;UTM  16      - 4,613,917.701   453,691.726   MT  0.99962639   -0 22 11.7
 ME2884
 ME2884                          SUPERSEDED SURVEY CONTROL
 ME2884
 ME2884  NAD 83(1997)-  41 40 32.44296(N)    087 33 22.83349(W) AD(       ) 4
 ME2884  NAD 83(1997)-  41 40 32.44803(N)    087 33 22.84164(W) AD(       ) 4
 ME2884  NAD 83(1986)-  41 40 32.44808(N)    087 33 22.84124(W) AD(       ) 4
 ME2884  NAD 27      -  41 40 32.32169(N)    087 33 22.68387(W) AD(       ) 3
 ME2884
 ME2884.Superseded values are not recommended for survey control.
 ME2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2884.See file dsdata.txt to determine how the superseded data were derived.
 ME2884
 ME2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5369213918(NAD 83)
 ME2884_MARKER: 53 = ELEVATED TANK
 ME2884
 ME2884  HISTORY     - Date     Condition        Report By
 ME2884  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2884
 ME2884                          STATION DESCRIPTION
 ME2884
 ME2884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2884'THE STATION IS THE TOP CENTER OF THE CHICAGO CARGILL INC.
 ME2884'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME
 ME2884'SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY SIX
 ME2884'TUBULAR LEGS.  IT IS SILVER IN COLOR WITH THE NAME (CARGILL) IN
 ME2884'BLACK LETTERS PAINTED ON THE TANK, AND IS APPROXIMATELY
 ME2884'180 FEET HIGH.
 ME2884'
 ME2884'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO, IN THE
 ME2884'NORTHEAST ANGLE OF THE INTERSECTION OF SOUTH TORRANCE AVENUE
 ME2884'AND THE CALUMET RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3135 ***********************************************************************
 ME3135  DESIGNATION -  CHICAGO CENTRAL PAPER CO TANK
 ME3135  PID         -  ME3135
 ME3135  STATE/COUNTY-  IL/COOK
 ME3135  USGS QUAD   -  BERWYN (1993)
 ME3135
 ME3135                         *CURRENT SURVEY CONTROL
 ME3135  ___________________________________________________________________
 ME3135* NAD 83(1997)-  41 52 03.02654(N)    087 45 10.14466(W)     ADJUSTED  
 ME3135* NAVD 88     -                                                        
 ME3135  ___________________________________________________________________
 ME3135  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 ME3135  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME3135
 ME3135  HORZ ORDER  -  THIRD
 ME3135
 ME3135.The horizontal coordinates were established by classical geodetic methods
 ME3135.and adjusted by the National Geodetic Survey in October 1999..
 ME3135
 ME3135
 ME3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3135
 ME3135.The geoid height was determined by GEOID03.
 ME3135
 ME3135;                    North         East     Units Scale Factor Converg.
 ME3135;SPC IL E     -   577,549.709   348,194.669   MT  1.00000357   +0 23 14.8
 ME3135;SPC IL E     - 1,894,844.34  1,142,368.68   sFT  1.00000357   +0 23 14.8
 ME3135;UTM  16      - 4,635,339.831   437,524.043   MT  0.99964803   -0 30 08.8
 ME3135
 ME3135                          SUPERSEDED SURVEY CONTROL
 ME3135
 ME3135  NAD 83(1997)-  41 52 03.02668(N)    087 45 10.14509(W) AD(       ) 4
 ME3135  NAD 83(1997)-  41 52 03.02936(N)    087 45 10.15627(W) AD(       ) 4
 ME3135  NAD 83(1986)-  41 52 03.03026(N)    087 45 10.15574(W) AD(       ) 4
 ME3135  NAD 27      -  41 52 02.91489(N)    087 45 09.95205(W) AD(       ) 3
 ME3135
 ME3135.Superseded values are not recommended for survey control.
 ME3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3135.See file dsdata.txt to determine how the superseded data were derived.
 ME3135
 ME3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3752435340(NAD 83)
 ME3135_MARKER: 53 = ELEVATED TANK
 ME3135
 ME3135  HISTORY     - Date     Condition        Report By
 ME3135  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3135  HISTORY     - 1977     GOOD             NGS
 ME3135  HISTORY     - 1987     GOOD             USPSQD
 ME3135  HISTORY     - 1989     GOOD             USPSQD
 ME3135  HISTORY     - 19970901 GOOD             USPSQD
 ME3135
 ME3135                          STATION DESCRIPTION
 ME3135
 ME3135'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3135'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME3135'THE CENTRAL WAXED
 ME3135'PAPER COMPANY LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 ME3135'WEST ROOSEVELT ROAD AND LARAMIE
 ME3135'AVENUE IN THE WEST EDGE OF CHICAGO.  IT IS A STEEL TANK
 ME3135'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS
 ME3135'PAINTED SILVER WITH THE NAME CENTRAL
 ME3135'WAXED PAPER CO. PAINTED ON THE EAST AND WEST SIDES IN BLACK LETTERS.
 ME3135'THE HEIGHT IS ABOUT 120 FEET.
 ME3135
 ME3135                          STATION RECOVERY (1977)
 ME3135
 ME3135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3135'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME3135'CHICAGO, CENTRAL WAXED PAPER CO. WATER TANK.
 ME3135'
 ME3135'THE STATION IS THE FINIAL OF THE DUDEK AND BOCK COMPANY WATER
 ME3135'TANK LOCATED AT 5020 ROOSEVELT ROAD.  THE CYLINDRICAL TANK HAS
 ME3135'A DOMED ROOF AND A HEMISPHERICAL BOTTOM WHICH IS SUPPORTED BY
 ME3135'4 TUBULAR LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER, THE
 ME3135'TANK HAS BLUE AND WHITE LETTERING (DUDEK AND BOCK) ON THE EAST
 ME3135'AND WEST FACES AND HAS AN OVERALL HEIGHT OF ABOUT
 ME3135'120 FEET.
 ME3135'
 ME3135'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO IN THE NORTHEAST
 ME3135'ANGLE OF THE INTERSECTION OF WEST ROOSEVELT ROAD AND SOUTH
 ME3135'LARAMIE AVENUE, 0.15 MILE NORTH OF WEST ROOSEVELT ROAD AND 0.1
 ME3135'MILE EAST OF SOUTH LARAMIE AVENUE.
 ME3135
 ME3135                          STATION RECOVERY (1987)
 ME3135
 ME3135'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3135'RECOVERED IN GOOD CONDITION.
 ME3135
 ME3135                          STATION RECOVERY (1989)
 ME3135
 ME3135'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3135'RECOVERED IN GOOD CONDITION.
 ME3135
 ME3135                          STATION RECOVERY (1997)
 ME3135
 ME3135'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2841 ***********************************************************************
 ME2841  DESIGNATION -  CHICAGO CONCORDIA CH SPIRE
 ME2841  PID         -  ME2841
 ME2841  STATE/COUNTY-  IL/COOK
 ME2841  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2841
 ME2841                         *CURRENT SURVEY CONTROL
 ME2841  ___________________________________________________________________
 ME2841* NAD 83(1997)-  41 56 21.38557(N)    087 41 42.43853(W)     ADJUSTED  
 ME2841* NAVD 88     -                                                        
 ME2841  ___________________________________________________________________
 ME2841  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ME2841  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2841
 ME2841  HORZ ORDER  -  THIRD
 ME2841
 ME2841.The horizontal coordinates were established by classical geodetic methods
 ME2841.and adjusted by the National Geodetic Survey in October 1999..
 ME2841
 ME2841
 ME2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2841
 ME2841.The geoid height was determined by GEOID03.
 ME2841
 ME2841;                    North         East     Units Scale Factor Converg.
 ME2841;SPC IL E     -   585,554.760   352,925.350   MT  1.00000945   +0 25 35.6
 ME2841;SPC IL E     - 1,921,107.58  1,157,889.25   sFT  1.00000945   +0 25 35.6
 ME2841;UTM  16      - 4,643,267.520   442,376.809   MT  0.99964086   -0 27 52.5
 ME2841
 ME2841                          SUPERSEDED SURVEY CONTROL
 ME2841
 ME2841  NAD 83(1997)-  41 56 21.38574(N)    087 41 42.43902(W) AD(       ) 4
 ME2841  NAD 83(1997)-  41 56 21.38897(N)    087 41 42.45220(W) AD(       ) 4
 ME2841  NAD 83(1986)-  41 56 21.39006(N)    087 41 42.45141(W) AD(       ) 4
 ME2841  NAD 27      -  41 56 21.27296(N)    087 41 42.24886(W) AD(       ) 3
 ME2841
 ME2841.Superseded values are not recommended for survey control.
 ME2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2841.See file dsdata.txt to determine how the superseded data were derived.
 ME2841
 ME2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4237743268(NAD 83)
 ME2841_MARKER: 90 = CHURCH SPIRE
 ME2841
 ME2841  HISTORY     - Date     Condition        Report By
 ME2841  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2841
 ME2841                          STATION DESCRIPTION
 ME2841
 ME2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2841'THE STATION IS THE BALL AT THE BASE OF THE CROSS ON
 ME2841'THE BLACK TILE SPIRE ATOP THE BROWN BRICK BELL TOWER OF
 ME2841'CONCORDIA EVANGELICAL LUTHERAN CHURCH.  IT IS GREY IN COLOR
 ME2841'AND APPROXIMATELY 150 FEET HIGH.
 ME2841'
 ME2841'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME2841'SOUTHEAST ANGLE OF THE INTERSECTION OF WEST BELMONT AVENUE
 ME2841'AND NORTH WASHTENAW AVENUE.  THE TOWER IS AT THE NORTHWEST
 ME2841'GABLE OF THE CHURCH BUILDING, 50 FEET SOUTH OF THE CENTERLINE
 ME2841'OF WEST BELMONT AVENUE AND 45 FEET EAST OF THE CENTERLINE OF
 ME2841'NORTH WASHTENAW AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2826 ***********************************************************************
 ME2826  DESIGNATION -  CHICAGO CONGREGATIONAL SPIRE
 ME2826  PID         -  ME2826
 ME2826  STATE/COUNTY-  IL/COOK
 ME2826  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2826
 ME2826                         *CURRENT SURVEY CONTROL
 ME2826  ___________________________________________________________________
 ME2826* NAD 83(1997)-  41 52 59.37242(N)    087 40 01.51470(W)     ADJUSTED  
 ME2826* NAVD 88     -                                                        
 ME2826  ___________________________________________________________________
 ME2826  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 ME2826  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME2826
 ME2826  HORZ ORDER  -  THIRD
 ME2826
 ME2826.The horizontal coordinates were established by classical geodetic methods
 ME2826.and adjusted by the National Geodetic Survey in October 1999..
 ME2826
 ME2826
 ME2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2826
 ME2826.The geoid height was determined by GEOID03.
 ME2826
 ME2826;                    North         East     Units Scale Factor Converg.
 ME2826;SPC IL E     -   579,339.804   355,298.600   MT  1.00001261   +0 26 41.3
 ME2826;SPC IL E     - 1,900,717.34  1,165,675.49   sFT  1.00001261   +0 26 41.3
 ME2826;UTM  16      - 4,637,018.748   444,652.319   MT  0.99963769   -0 26 43.3
 ME2826
 ME2826                          SUPERSEDED SURVEY CONTROL
 ME2826
 ME2826  NAD 83(1997)-  41 52 59.37260(N)    087 40 01.51513(W) AD(       ) 4
 ME2826  NAD 83(1997)-  41 52 59.37636(N)    087 40 01.52697(W) AD(       ) 4
 ME2826  NAD 83(1986)-  41 52 59.37723(N)    087 40 01.52617(W) AD(       ) 4
 ME2826  NAD 27      -  41 52 59.25838(N)    087 40 01.33249(W) AD(       ) 3
 ME2826
 ME2826.Superseded values are not recommended for survey control.
 ME2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2826.See file dsdata.txt to determine how the superseded data were derived.
 ME2826
 ME2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4465237019(NAD 83)
 ME2826_MARKER: 89 = SPIRE
 ME2826
 ME2826  HISTORY     - Date     Condition        Report By
 ME2826  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2826
 ME2826                          STATION DESCRIPTION
 ME2826
 ME2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2826'THE STATION IS THE CENTER OF THE GREEN BALL ATOP THE BLACK AND
 ME2826'GREEN SPIRE SURMOUNTING A BEIGE BLOCK BELL TOWER.  IT HAS AN
 ME2826'OVERALL HEIGHT OF ABOUT 200 FEET.
 ME2826'
 ME2826'LOCATED IN THE CENTRAL SECTION OF CHICAGO IN THE SOUTHWEST
 ME2826'ANGLE OF THE INTERSECTION OF WEST WASHINGTON BOULEVARD AND
 ME2826'NORTH ASHLAND BOULEVARD, ON THE NORTHEAST CORNER OF THE CHURCH
 ME2826'BUILDING, 65 FEET WEST OF THE CENTER OF NORTH ASHLAND BOULEVARD
 ME2826'AND 55 FEET SOUTH OF THE CENTER OF WEST WASHINGTON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2816 ***********************************************************************
 ME2816  DESIGNATION -  CHICAGO CONTAINER CORP TANK
 ME2816  PID         -  ME2816
 ME2816  STATE/COUNTY-  IL/COOK
 ME2816  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2816
 ME2816                         *CURRENT SURVEY CONTROL
 ME2816  ___________________________________________________________________
 ME2816* NAD 83(1997)-  41 53 58.78658(N)    087 39 19.23120(W)     ADJUSTED  
 ME2816* NAVD 88     -                                                        
 ME2816  ___________________________________________________________________
 ME2816  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ME2816  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2816
 ME2816  HORZ ORDER  -  THIRD
 ME2816
 ME2816.The horizontal coordinates were established by classical geodetic methods
 ME2816.and adjusted by the National Geodetic Survey in October 1999..
 ME2816
 ME2816
 ME2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2816
 ME2816.The geoid height was determined by GEOID03.
 ME2816
 ME2816;                    North         East     Units Scale Factor Converg.
 ME2816;SPC IL E     -   581,180.518   356,258.993   MT  1.00001393   +0 27 10.1
 ME2816;SPC IL E     - 1,906,756.42  1,168,826.38   sFT  1.00001393   +0 27 10.1
 ME2816;UTM  16      - 4,638,843.631   445,640.826   MT  0.99963636   -0 26 15.6
 ME2816
 ME2816                          SUPERSEDED SURVEY CONTROL
 ME2816
 ME2816  NAD 83(1997)-  41 53 58.78677(N)    087 39 19.23165(W) AD(       ) 4
 ME2816  NAD 83(1997)-  41 53 58.79065(N)    087 39 19.24390(W) AD(       ) 4
 ME2816  NAD 83(1986)-  41 53 58.79155(N)    087 39 19.24312(W) AD(       ) 4
 ME2816  NAD 27      -  41 53 58.67243(N)    087 39 19.04931(W) AD(       ) 3
 ME2816
 ME2816.Superseded values are not recommended for survey control.
 ME2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2816.See file dsdata.txt to determine how the superseded data were derived.
 ME2816
 ME2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4564138844(NAD 83)
 ME2816_MARKER: 51 = TANK
 ME2816
 ME2816  HISTORY     - Date     Condition        Report By
 ME2816  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2816  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 ME2816
 ME2816                          STATION DESCRIPTION
 ME2816
 ME2816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2816'THE STATION IS THE TOP CENTER OF THE CHICAGO CONTAINER
 ME2816'CORPORATION OF AMERICA WATER TANK.  THE TANK HAS A CYLINDRICAL
 ME2816'BODY WITH A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM SUPPORTED
 ME2816'BY 4 TUBULAR LEGS.  IT IS WHITE IN COLOR WITH THE LETTERS
 ME2816'(CCA) PAINTED IN BLACK AND IS APPROXIMATELY 150 FEET HIGH.
 ME2816'
 ME2816'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME2816'SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH ELSTON AVENUE AND
 ME2816'WEST AUGUSTA BOULEVARD, 0.05 MILE EAST OF NORTH ELSTON AVENUE
 ME2816'AND 80 FEET NORTH OF THE CENTERLINE OF WEST AUGUSTA BOULEVARD
 ME2816'EXTENDED.
 ME2816
 ME2816                          STATION RECOVERY (1997)
 ME2816
 ME2816'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2868 ***********************************************************************
 ME2868  DESIGNATION -  CHICAGO CONTINENTAL CAN TANK
 ME2868  PID         -  ME2868
 ME2868  STATE/COUNTY-  IL/COOK
 ME2868  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2868
 ME2868                         *CURRENT SURVEY CONTROL
 ME2868  ___________________________________________________________________
 ME2868* NAD 83(1997)-  41 58 26.39795(N)    087 44 43.20858(W)     ADJUSTED  
 ME2868* NAVD 88     -                                                        
 ME2868  ___________________________________________________________________
 ME2868  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ME2868  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME2868
 ME2868  HORZ ORDER  -  THIRD
 ME2868
 ME2868.The horizontal coordinates were established by classical geodetic methods
 ME2868.and adjusted by the National Geodetic Survey in October 1999..
 ME2868
 ME2868
 ME2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2868
 ME2868.The geoid height was determined by GEOID03.
 ME2868
 ME2868;                    North         East     Units Scale Factor Converg.
 ME2868;SPC IL E     -   589,381.968   348,734.750   MT  1.00000421   +0 23 35.7
 ME2868;SPC IL E     - 1,933,664.01  1,144,140.59   sFT  1.00000421   +0 23 35.7
 ME2868;UTM  16      - 4,647,158.049   438,247.760   MT  0.99964692   -0 29 54.6
 ME2868
 ME2868                          SUPERSEDED SURVEY CONTROL
 ME2868
 ME2868  NAD 83(1997)-  41 58 26.39810(N)    087 44 43.20911(W) AD(       ) 4
 ME2868  NAD 83(1997)-  41 58 26.40052(N)    087 44 43.22310(W) AD(       ) 4
 ME2868  NAD 83(1986)-  41 58 26.40176(N)    087 44 43.22228(W) AD(       ) 4
 ME2868  NAD 27      -  41 58 26.28923(N)    087 44 43.01077(W) AD(       ) 3
 ME2868
 ME2868.Superseded values are not recommended for survey control.
 ME2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2868.See file dsdata.txt to determine how the superseded data were derived.
 ME2868
 ME2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3824847158(NAD 83)
 ME2868_MARKER: 53 = ELEVATED TANK
 ME2868
 ME2868  HISTORY     - Date     Condition        Report By
 ME2868  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2868  HISTORY     - 19970909 MARK NOT FOUND   USPSQD
 ME2868
 ME2868                          STATION DESCRIPTION
 ME2868
 ME2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2868'THE STATION IS THE TOP AND CENTER OF THE WATER
 ME2868'TANK OF THE CONTINENTAL CAN COMPANY AT 4711 W. FOSTER
 ME2868'AVENUE IN CHICAGO.  THE TANK HAS A CYLINDRICAL BODY WITH
 ME2868'A CONICAL SHAPED TOP AND HEMISPHERICAL BOTTOM AND IS
 ME2868'SUPPORTED WITH 4 I-BEAM LEGS.  IT IS SILVER IN COLOR
 ME2868'AND APPROXIMATELY 130 FEET HIGH.
 ME2868'
 ME2868'LOCATED IN THE NORTHWEST SECTION OF CHICAGO IN THE SOUTHEAST
 ME2868'ANGLE OF THE INTERSECTION OF FOSTER AVENUE AND CICERO AVENUE, 0.15
 ME2868'MILE EAST OF CICERO AVENUE AND 0.1 MILE SOUTH OF FOSTER AVENUE.
 ME2868
 ME2868                          STATION RECOVERY (1997)
 ME2868
 ME2868'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2834 ***********************************************************************
 ME2834  DESIGNATION -  CHICAGO COTTER CO TANK
 ME2834  PID         -  ME2834
 ME2834  STATE/COUNTY-  IL/COOK
 ME2834  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2834
 ME2834                         *CURRENT SURVEY CONTROL
 ME2834  ___________________________________________________________________
 ME2834* NAD 83(1997)-  41 55 38.99805(N)    087 41 04.05235(W)     ADJUSTED  
 ME2834* NAVD 88     -                                                        
 ME2834  ___________________________________________________________________
 ME2834  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ME2834  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2834
 ME2834  HORZ ORDER  -  THIRD
 ME2834
 ME2834.The horizontal coordinates were established by classical geodetic methods
 ME2834.and adjusted by the National Geodetic Survey in October 1999..
 ME2834
 ME2834
 ME2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2834
 ME2834.The geoid height was determined by GEOID03.
 ME2834
 ME2834;                    North         East     Units Scale Factor Converg.
 ME2834;SPC IL E     -   584,253.626   353,819.494   MT  1.00001063   +0 26 00.9
 ME2834;SPC IL E     - 1,916,838.77  1,160,822.79   sFT  1.00001063   +0 26 00.9
 ME2834;UTM  16      - 4,641,953.124   443,250.289   MT  0.99963963   -0 27 26.5
 ME2834
 ME2834                          SUPERSEDED SURVEY CONTROL
 ME2834
 ME2834  NAD 83(1997)-  41 55 38.99823(N)    087 41 04.05283(W) AD(       ) 4
 ME2834  NAD 83(1997)-  41 55 39.00164(N)    087 41 04.06572(W) AD(       ) 4
 ME2834  NAD 83(1986)-  41 55 39.00268(N)    087 41 04.06491(W) AD(       ) 4
 ME2834  NAD 27      -  41 55 38.88516(N)    087 41 03.86428(W) AD(       ) 3
 ME2834
 ME2834.Superseded values are not recommended for survey control.
 ME2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2834.See file dsdata.txt to determine how the superseded data were derived.
 ME2834
 ME2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4325041953(NAD 83)
 ME2834_MARKER: 51 = TANK
 ME2834
 ME2834  HISTORY     - Date     Condition        Report By
 ME2834  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2834
 ME2834                          STATION DESCRIPTION
 ME2834
 ME2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2834'THE STATION IS THE APEX OF THE VENT OF THE WATER TANK
 ME2834'OF COTTER AND COMPANY, 2604 NORTH ELSTON AVENUE.  THE TANK
 ME2834'IS A SINGULAR COLUMN SPHEROID WITH TRUE VALUE HARDWARE
 ME2834'STORES IN RED, WHITE AND BLUE LETTERS ON THE TANK AND
 ME2834'COTTER AND COMPANY IN BLUE LETTERS ON THE COLUMN.  IT IS
 ME2834'SILVER IN COLOR AND APPROXIMATELY 125 FEET HIGH.
 ME2834'
 ME2834'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO 0.1 MILE
 ME2834'SOUTHEAST IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 ME2834'NORTH ELSTON AVENUE AND LOGAN BOULEVARD TANK IS LOCATED
 ME2834'AT THE SOUTHWEST END OF THE BROWN BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2817 ***********************************************************************
 ME2817  DESIGNATION -  CHICAGO DEL VALLE CH SPIRE
 ME2817  PID         -  ME2817
 ME2817  STATE/COUNTY-  IL/COOK
 ME2817  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2817
 ME2817                         *CURRENT SURVEY CONTROL
 ME2817  ___________________________________________________________________
 ME2817* NAD 83(1997)-  41 56 17.43332(N)    087 39 22.74019(W)     ADJUSTED  
 ME2817* NAVD 88     -                                                        
 ME2817  ___________________________________________________________________
 ME2817  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 ME2817  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2817
 ME2817  HORZ ORDER  -  THIRD
 ME2817
 ME2817.The horizontal coordinates were established by classical geodetic methods
 ME2817.and adjusted by the National Geodetic Survey in October 1999..
 ME2817
 ME2817
 ME2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2817
 ME2817.The geoid height was determined by GEOID03.
 ME2817
 ME2817;                    North         East     Units Scale Factor Converg.
 ME2817;SPC IL E     -   585,457.508   356,144.342   MT  1.00001377   +0 27 08.9
 ME2817;SPC IL E     - 1,920,788.51  1,168,450.23   sFT  1.00001377   +0 27 08.9
 ME2817;UTM  16      - 4,643,120.271   445,592.700   MT  0.99963642   -0 26 19.1
 ME2817
 ME2817                          SUPERSEDED SURVEY CONTROL
 ME2817
 ME2817  NAD 83(1997)-  41 56 17.43351(N)    087 39 22.74067(W) AD(       ) 4
 ME2817  NAD 83(1997)-  41 56 17.43731(N)    087 39 22.75387(W) AD(       ) 4
 ME2817  NAD 83(1986)-  41 56 17.43831(N)    087 39 22.75293(W) AD(       ) 4
 ME2817  NAD 27      -  41 56 17.32023(N)    087 39 22.55595(W) AD(       ) 3
 ME2817
 ME2817.Superseded values are not recommended for survey control.
 ME2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2817.See file dsdata.txt to determine how the superseded data were derived.
 ME2817
 ME2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4559343120(NAD 83)
 ME2817_MARKER: 90 = CHURCH SPIRE
 ME2817
 ME2817  HISTORY     - Date     Condition        Report By
 ME2817  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2817
 ME2817                          STATION DESCRIPTION
 ME2817
 ME2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2817'THE STATION IS THE BASE OF THE CROSS ON THE GREEN SPIRE
 ME2817'ATOP THE BROWN BRICK BELL-CLOCK TOWER OF THE IGLESIA DEL
 ME2817'VALLE, ASSEMBLY OF GOD, CHURCH AND IS APPROXIMATELY 125 FEET
 ME2817'HIGH.
 ME2817'
 ME2817'LOCATED IN THE NORTHEAST SECTION OF CHICAGO IN THE SOUTHEAST
 ME2817'ANGLE OF THE INTERSECTION OF NORTH SEMINARY AVENUE AND WEST
 ME2817'BARRY AVENUE.  THE CLOCK AND BELL TOWER ARE AT THE SOUTHWEST
 ME2817'CORNER OF THE CHURCH BUILDING, 40 FEET NORTH OF THE CENTERLINE
 ME2817'OF WEST BARRY AVENUE AND 45 FEET EAST OF THE CENTERLINE OF
 ME2817'NORTH SEMINARY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2733 ***********************************************************************
 ME2733  DESIGNATION -  CHICAGO DEPT OF SAN S TWR
 ME2733  PID         -  ME2733
 ME2733  STATE/COUNTY-  IL/COOK
 ME2733  USGS QUAD   -  ENGLEWOOD (1997)
 ME2733
 ME2733                         *CURRENT SURVEY CONTROL
 ME2733  ___________________________________________________________________
 ME2733* NAD 83(1997)-  41 46 57.80652(N)    087 39 18.75315(W)     ADJUSTED  
 ME2733* NAVD 88     -                                                        
 ME2733  ___________________________________________________________________
 ME2733  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ME2733  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2733
 ME2733  HORZ ORDER  -  THIRD
 ME2733
 ME2733.The horizontal coordinates were established by classical geodetic methods
 ME2733.and adjusted by the National Geodetic Survey in October 1999..
 ME2733
 ME2733
 ME2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2733
 ME2733.The geoid height was determined by GEOID03.
 ME2733
 ME2733;                    North         East     Units Scale Factor Converg.
 ME2733;SPC IL E     -   568,192.401   356,372.560   MT  1.00001409   +0 27 06.7
 ME2733;SPC IL E     - 1,864,144.57  1,169,198.97   sFT  1.00001409   +0 27 06.7
 ME2733;UTM  16      - 4,625,860.219   445,552.796   MT  0.99963648   -0 26 11.7
 ME2733
 ME2733                          SUPERSEDED SURVEY CONTROL
 ME2733
 ME2733  NAD 83(1997)-  41 46 57.80667(N)    087 39 18.75347(W) AD(       ) 4
 ME2733  NAD 83(1997)-  41 46 57.81084(N)    087 39 18.76328(W) AD(       ) 4
 ME2733  NAD 83(1986)-  41 46 57.81133(N)    087 39 18.76268(W) AD(       ) 4
 ME2733  NAD 27      -  41 46 57.69049(N)    087 39 18.58062(W) AD(       ) 3
 ME2733
 ME2733.Superseded values are not recommended for survey control.
 ME2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2733.See file dsdata.txt to determine how the superseded data were derived.
 ME2733
 ME2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4555325860(NAD 83)
 ME2733_MARKER: 55 = TOWER
 ME2733
 ME2733  HISTORY     - Date     Condition        Report By
 ME2733  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2733
 ME2733                          STATION DESCRIPTION
 ME2733
 ME2733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2733'THE STATION IS THE LIGHT ATOP AND CENTER OF THE CITY OF CHICAGO
 ME2733'DEPARTMENT OF STREETS AND SANITATION RADIO RELAY TOWER KBA 636.
 ME2733'IT IS A THREE-LEGGED, SKELETON STEEL TOWER, PAINTED ALTERNATELY
 ME2733'RED AND WHITE, AND IS APPROXIMATELY 190 FEET HIGH.
 ME2733'
 ME2733'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO, IN THE
 ME2733'SOUTHWEST ANGLE OF THE INTERSECTION OF SOUTH RACINE AVENUE
 ME2733'AND WEST SIXTY-FIRST STREET, 180 FEET SOUTH OF THE CENTERLINE
 ME2733'OF WEST SIXTY-FIRST STREET AND 160 FEET WEST OF THE CENTERLINE
 ME2733'OF SOUTH RACINE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2828 ***********************************************************************
 ME2828  DESIGNATION -  CHICAGO EBENEZER CH SPIRE
 ME2828  PID         -  ME2828
 ME2828  STATE/COUNTY-  IL/COOK
 ME2828  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2828
 ME2828                         *CURRENT SURVEY CONTROL
 ME2828  ___________________________________________________________________
 ME2828* NAD 83(1997)-  41 58 34.63267(N)    087 40 18.91567(W)     ADJUSTED  
 ME2828* NAVD 88     -                                                        
 ME2828  ___________________________________________________________________
 ME2828  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2828  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME2828
 ME2828  HORZ ORDER  -  THIRD
 ME2828
 ME2828.The horizontal coordinates were established by classical geodetic methods
 ME2828.and adjusted by the National Geodetic Survey in October 1999..
 ME2828
 ME2828
 ME2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2828
 ME2828.The geoid height was determined by GEOID03.
 ME2828
 ME2828;                    North         East     Units Scale Factor Converg.
 ME2828;SPC IL E     -   589,680.406   354,817.615   MT  1.00001196   +0 26 32.6
 ME2828;SPC IL E     - 1,934,643.13  1,164,097.46   sFT  1.00001196   +0 26 32.6
 ME2828;UTM  16      - 4,647,361.705   444,332.307   MT  0.99963813   -0 26 57.9
 ME2828
 ME2828                          SUPERSEDED SURVEY CONTROL
 ME2828
 ME2828  NAD 83(1997)-  41 58 34.63286(N)    087 40 18.91618(W) AD(       ) 4
 ME2828  NAD 83(1997)-  41 58 34.63636(N)    087 40 18.93035(W) AD(       ) 4
 ME2828  NAD 83(1986)-  41 58 34.63748(N)    087 40 18.92939(W) AD(       ) 4
 ME2828  NAD 27      -  41 58 34.52013(N)    087 40 18.72701(W) AD(       ) 3
 ME2828
 ME2828.Superseded values are not recommended for survey control.
 ME2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2828.See file dsdata.txt to determine how the superseded data were derived.
 ME2828
 ME2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4433247362(NAD 83)
 ME2828_MARKER: 89 = SPIRE
 ME2828
 ME2828  HISTORY     - Date     Condition        Report By
 ME2828  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2828  HISTORY     - 19961026 GOOD             USPSQD
 ME2828
 ME2828                          STATION DESCRIPTION
 ME2828
 ME2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2828'THE STATION IS THE TILE SPIRE ATOP THE TAN GRANITE
 ME2828'TOWER OF THE EBENEZER EVANGELICAL LUTHERAN CHURCH, 1650
 ME2828'WEST FOSTER AVENUE IT IS GREEN IN COLOR AND APPROXIMATELY 135
 ME2828'FEET HIGH.
 ME2828'
 ME2828'LOCATED IN THE NORTHEAST SECTION OF CHICAGO IN THE NORTHEAST
 ME2828'ANGLE OF THE INTERSECTION OF NORTH PAULINA STREET AND WEST
 ME2828'FOSTER AVENUE.
 ME2828'THE TOWER IS AT THE SOUTHWEST CORNER OF THE CHURCH BUILDING
 ME2828'41 FEET EAST OF THE CENTERLINE OF NORTH PAULINA STREET AND 54
 ME2828'FEET NORTH OF THE CENTERLINE OF WEST FOSTER AVENUE.
 ME2828
 ME2828                          STATION RECOVERY (1996)
 ME2828
 ME2828'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2895 ***********************************************************************
 ME2895  DESIGNATION -  CHICAGO ELECTRO DIVISION TANK
 ME2895  PID         -  ME2895
 ME2895  STATE/COUNTY-  IL/COOK
 ME2895  USGS QUAD   -  LAKE CALUMET (1997)
 ME2895
 ME2895                         *CURRENT SURVEY CONTROL
 ME2895  ___________________________________________________________________
 ME2895* NAD 83(1997)-  41 42 29.36356(N)    087 35 55.11404(W)     ADJUSTED  
 ME2895* NAVD 88     -                                                        
 ME2895  ___________________________________________________________________
 ME2895  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 ME2895  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2895
 ME2895  HORZ ORDER  -  THIRD
 ME2895
 ME2895.The horizontal coordinates were established by classical geodetic methods
 ME2895.and adjusted by the National Geodetic Survey in October 1999..
 ME2895
 ME2895
 ME2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2895
 ME2895.The geoid height was determined by GEOID03.
 ME2895
 ME2895;                    North         East     Units Scale Factor Converg.
 ME2895;SPC IL E     -   559,949.074   361,145.676   MT  1.00002099   +0 29 19.8
 ME2895;SPC IL E     - 1,837,099.59  1,184,858.77   sFT  1.00002099   +0 29 19.8
 ME2895;UTM  16      - 4,617,547.120   450,195.832   MT  0.99963052   -0 23 53.9
 ME2895
 ME2895                          SUPERSEDED SURVEY CONTROL
 ME2895
 ME2895  NAD 83(1997)-  41 42 29.36371(N)    087 35 55.11420(W) AD(       ) 4
 ME2895  NAD 83(1997)-  41 42 29.36851(N)    087 35 55.12281(W) AD(       ) 4
 ME2895  NAD 83(1986)-  41 42 29.36875(N)    087 35 55.12234(W) AD(       ) 4
 ME2895  NAD 27      -  41 42 29.24338(N)    087 35 54.95672(W) AD(       ) 3
 ME2895
 ME2895.Superseded values are not recommended for survey control.
 ME2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2895.See file dsdata.txt to determine how the superseded data were derived.
 ME2895
 ME2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5019617547(NAD 83)
 ME2895_MARKER: 53 = ELEVATED TANK
 ME2895
 ME2895  HISTORY     - Date     Condition        Report By
 ME2895  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2895
 ME2895                          STATION DESCRIPTION
 ME2895
 ME2895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2895'THE STATION IS THE TOP CENTER OF THE CHICAGO ELECTROMOTIVE
 ME2895'DIVISION GENERAL MOTORS WATER TANK.  THE TANK HAS A CYLINDRICAL
 ME2895'BODY WITH A CONICAL SHAPED TOP AND HEMISPHERICAL BOTTOM,
 ME2895'SUPPORTED BY FOUR I-BEAM LEGS.  IT IS WHITE IN COLOR WITH THE
 ME2895'LETTERS (E-M-D) PAINTED ON THE TANK IN RED AND BLACK, AND IS
 ME2895'APPROXIMATELY 150 FEET FEET HIGH.
 ME2895'
 ME2895'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE NORTHEAST
 ME2895'ANGLE OF THE INTERSECTION OF EAST ONE-HUNDRED-THIRD STREET
 ME2895'AND SOUTH CORLISS AVENUE, 0.3 MILE NORTHEAST OF THE
 ME2895'INTERSECTION, AND AT THE EAST END OF THE PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2705 ***********************************************************************
 ME2705  DESIGNATION -  CHICAGO F W WOOLWORTH CO TANK
 ME2705  PID         -  ME2705
 ME2705  STATE/COUNTY-  IL/COOK
 ME2705  USGS QUAD   -  ENGLEWOOD (1997)
 ME2705
 ME2705                         *CURRENT SURVEY CONTROL
 ME2705  ___________________________________________________________________
 ME2705* NAD 83(1997)-  41 48 15.56578(N)    087 42 57.02420(W)     ADJUSTED  
 ME2705* NAVD 88     -                                                        
 ME2705  ___________________________________________________________________
 ME2705  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 ME2705  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2705
 ME2705  HORZ ORDER  -  THIRD
 ME2705
 ME2705.The horizontal coordinates were established by classical geodetic methods
 ME2705.and adjusted by the National Geodetic Survey in October 1999..
 ME2705
 ME2705
 ME2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2705
 ME2705.The geoid height was determined by GEOID03.
 ME2705
 ME2705;                    North         East     Units Scale Factor Converg.
 ME2705;SPC IL E     -   570,553.457   351,315.054   MT  1.00000739   +0 24 41.8
 ME2705;SPC IL E     - 1,871,890.80  1,152,606.14   sFT  1.00000739   +0 24 41.8
 ME2705;UTM  16      - 4,628,298.523   440,534.376   MT  0.99964351   -0 28 37.9
 ME2705
 ME2705                          SUPERSEDED SURVEY CONTROL
 ME2705
 ME2705  NAD 83(1997)-  41 48 15.56591(N)    087 42 57.02456(W) AD(       ) 4
 ME2705  NAD 83(1997)-  41 48 15.56938(N)    087 42 57.03456(W) AD(       ) 4
 ME2705  NAD 83(1986)-  41 48 15.57001(N)    087 42 57.03400(W) AD(       ) 4
 ME2705  NAD 27      -  41 48 15.45197(N)    087 42 56.84155(W) AD(       ) 3
 ME2705
 ME2705.Superseded values are not recommended for survey control.
 ME2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2705.See file dsdata.txt to determine how the superseded data were derived.
 ME2705
 ME2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4053428299(NAD 83)
 ME2705_MARKER: 53 = ELEVATED TANK
 ME2705
 ME2705  HISTORY     - Date     Condition        Report By
 ME2705  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2705  HISTORY     - 1959     GOOD             CGS
 ME2705  HISTORY     - 1973     GOOD             NGS
 ME2705  HISTORY     - 1977     GOOD             NGS
 ME2705  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2705  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2705
 ME2705                          STATION DESCRIPTION
 ME2705
 ME2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2705'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME2705'THE F.W. WOOLWORTH
 ME2705'COMPANY LOCATED AT THE SOUTH SIDE OF THE WAREHOUSES AT THE
 ME2705'INTERSECTION OF 49TH STREET AND
 ME2705'LAWNDALE AVENUE IN THE SOUTHWEST EDGE OF CHICAGO.  IT IS A
 ME2705'STEEL TANK SUPPORTED BY A SIX-LEGGED
 ME2705'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE
 ME2705'NAME F W WOOLWORTH CO PAINTED ON THE NORTH AND SOUTH
 ME2705'SIDES IN BLACK LETTERS.  THE HEIGHT
 ME2705'IS ABOUT 135 FEET.
 ME2705
 ME2705                          STATION RECOVERY (1959)
 ME2705
 ME2705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME2705'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2705
 ME2705                          STATION RECOVERY (1973)
 ME2705
 ME2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BCH)
 ME2705'RECOVERED AS DESCRIBED.
 ME2705'
 ME2705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - IN CHICAGO.
 ME2705
 ME2705                          STATION RECOVERY (1977)
 ME2705
 ME2705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2705'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2705'CHICAGO, F.W. WOOLWORTH CO., WATER TANK.
 ME2705'
 ME2705'THE STATION IS THE RED LIGHT AT THE TOP CENTER OF THE DOMED TOP
 ME2705'OF THE CYLINDRICAL WATER TANK WITH A HEMISPHERICAL BOTTOM WHICH
 ME2705'IS OWNED BY THE F.W. WOOLWORTH COMPANY.  THE TANK AND SIX
 ME2705'TUBULAR STEEL LEGS ARE PAINTED SILVER, THE LETTERING (F.W.
 ME2705'WOOLWORTH) IS PAINTED ON THE NORTH FACE OF THE TANK AND THE
 ME2705'OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 135 FEET.
 ME2705'
 ME2705'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO IN THE NORTHEAST
 ME2705'ANGLE OF THE INTERSECTION OF WEST FORTY-NINTH STREET AND SOUTH
 ME2705'LAWNDALE AVENUE, 75 FEET EAST OF THE CENTER OF SOUTH LAWNDALE
 ME2705'AVENUE, 35 FEET NORTH OF THE CENTER OF WEST FORTY-NINTH STREET
 ME2705'AND NEAR THE SOUTH SIDE OF THE WAREHOUSE.
 ME2705
 ME2705                          STATION RECOVERY (1987)
 ME2705
 ME2705'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2705'MARK NOT FOUND.
 ME2705
 ME2705                          STATION RECOVERY (1989)
 ME2705
 ME2705'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2818 ***********************************************************************
 ME2818  DESIGNATION -  CHICAGO FANNING TANK
 ME2818  PID         -  ME2818
 ME2818  STATE/COUNTY-  IL/COOK
 ME2818  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2818
 ME2818                         *CURRENT SURVEY CONTROL
 ME2818  ___________________________________________________________________
 ME2818* NAD 83(1997)-  41 58 35.96929(N)    087 39 33.35933(W)     ADJUSTED  
 ME2818* NAVD 88     -                                                        
 ME2818  ___________________________________________________________________
 ME2818  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ME2818  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME2818
 ME2818  HORZ ORDER  -  THIRD
 ME2818
 ME2818.The horizontal coordinates were established by classical geodetic methods
 ME2818.and adjusted by the National Geodetic Survey in October 1999..
 ME2818
 ME2818
 ME2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2818
 ME2818.The geoid height was determined by GEOID03.
 ME2818
 ME2818;                    North         East     Units Scale Factor Converg.
 ME2818;SPC IL E     -   589,729.820   355,866.099   MT  1.00001339   +0 27 03.0
 ME2818;SPC IL E     - 1,934,805.25  1,167,537.36   sFT  1.00001339   +0 27 03.0
 ME2818;UTM  16      - 4,647,394.782   445,381.040   MT  0.99963671   -0 26 27.4
 ME2818
 ME2818                          SUPERSEDED SURVEY CONTROL
 ME2818
 ME2818  NAD 83(1997)-  41 58 35.96950(N)    087 39 33.35985(W) AD(       ) 4
 ME2818  NAD 83(1997)-  41 58 35.97318(N)    087 39 33.37404(W) AD(       ) 4
 ME2818  NAD 83(1986)-  41 58 35.97427(N)    087 39 33.37305(W) AD(       ) 4
 ME2818  NAD 27      -  41 58 35.85726(N)    087 39 33.17243(W) AD(       ) 3
 ME2818
 ME2818.Superseded values are not recommended for survey control.
 ME2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2818.See file dsdata.txt to determine how the superseded data were derived.
 ME2818
 ME2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4538147395(NAD 83)
 ME2818_MARKER: 53 = ELEVATED TANK
 ME2818
 ME2818  HISTORY     - Date     Condition        Report By
 ME2818  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2818  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 ME2818  HISTORY     - 19970909 MARK NOT FOUND   USPSQD
 ME2818
 ME2818                          STATION DESCRIPTION
 ME2818
 ME2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2818'THE STATION IS THE TOP AND CENTER OF THE WATER TANK
 ME2818'AT FANNING CADILLAC, 5201 NORTH BROADWAY.  IT HAS A CYLINDRICAL
 ME2818'BODY WITH A CONICAL SHAPED TOP AND FLAT BOTTOM.  IT IS BLUE
 ME2818'IN COLOR WITH THE LETTERS FANNING CADILLAC IN WHITE.  IT IS
 ME2818'SUPPORTED BY 4 I-BEAM LEGS AND APPROXIMATELY 120 FEET HIGH.
 ME2818'
 ME2818'LOCATED IN THE NORTHEAST SECTION OF CHICAGO IN THE NORTHEAST
 ME2818'ANGLE OF THE INTERSECTION OF BROADWAY AVENUE AND
 ME2818'FOSTER AVENUE AND LOCATED ATOP TAN BRICK BUILDING ON THE
 ME2818'NORTHEAST CORNER OF BUILDING, 120 FEET NORTH OF THE CENTERLINE
 ME2818'OF FOSTER AVENUE AND 165 FEET EAST OF THE CENTERLINE OF BROADWAY
 ME2818'AVENUE.
 ME2818
 ME2818                          STATION RECOVERY (1996)
 ME2818
 ME2818'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2818'MARK NOT FOUND.
 ME2818
 ME2818                          STATION RECOVERY (1997)
 ME2818
 ME2818'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2964 ***********************************************************************
 ME2964  DESIGNATION -  CHICAGO FIRE DEPT TWR
 ME2964  PID         -  ME2964
 ME2964  STATE/COUNTY-  IL/COOK
 ME2964  USGS QUAD   -  BLUE ISLAND (1997)
 ME2964
 ME2964                         *CURRENT SURVEY CONTROL
 ME2964  ___________________________________________________________________
 ME2964* NAD 83(1997)-  41 42 16.98678(N)    087 39 25.40429(W)     ADJUSTED  
 ME2964* NAVD 88     -                                                        
 ME2964  ___________________________________________________________________
 ME2964  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 ME2964  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2964
 ME2964  HORZ ORDER  -  THIRD
 ME2964
 ME2964.The horizontal coordinates were established by classical geodetic methods
 ME2964.and adjusted by the National Geodetic Survey in October 1999..
 ME2964
 ME2964
 ME2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2964
 ME2964.The geoid height was determined by GEOID03.
 ME2964
 ME2964;                    North         East     Units Scale Factor Converg.
 ME2964;SPC IL E     -   559,527.401   356,287.062   MT  1.00001397   +0 26 59.8
 ME2964;SPC IL E     - 1,835,716.15  1,168,918.47   sFT  1.00001397   +0 26 59.8
 ME2964;UTM  16      - 4,617,200.853   445,333.138   MT  0.99963677   -0 26 13.7
 ME2964
 ME2964                          SUPERSEDED SURVEY CONTROL
 ME2964
 ME2964  NAD 83(1997)-  41 42 16.98689(N)    087 39 25.40451(W) AD(       ) 4
 ME2964  NAD 83(1997)-  41 42 16.99122(N)    087 39 25.41298(W) AD(       ) 4
 ME2964  NAD 83(1986)-  41 42 16.99157(N)    087 39 25.41261(W) AD(       ) 4
 ME2964  NAD 27      -  41 42 16.86938(N)    087 39 25.23771(W) AD(       ) 3
 ME2964
 ME2964.Superseded values are not recommended for survey control.
 ME2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2964.See file dsdata.txt to determine how the superseded data were derived.
 ME2964
 ME2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4533317201(NAD 83)
 ME2964_MARKER: 55 = TOWER
 ME2964
 ME2964  HISTORY     - Date     Condition        Report By
 ME2964  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2964
 ME2964                          STATION DESCRIPTION
 ME2964
 ME2964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2964'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE CHICAGO
 ME2964'FIRE DEPARTMENT, 104 STREET STATION, RADIO TOWER.  IT IS A
 ME2964'THREE-LEGGED, SKELETON STEEL TOWER, PAINTED ALTERNATELY ORANGE
 ME2964'AND WHITE, AND IS APPROXIMATELY 210 FEET HIGH.
 ME2964'
 ME2964'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO, IN THE SOUTHWEST
 ME2964'ANGLE OF THE INTERSECTION OF WEST ONE-HUNDRED-FOURTH
 ME2964'STREET AND SOUTH VINCENNES AVENUE, 90 FEET SOUTHWEST OF THE
 ME2964'CENTERLINE OF WEST ONE-HUNDRED-FOURTH STREET AND 60 FEET
 ME2964'WEST OF THE CENTERLINE OF SOUTH VINCENNES AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2706 ***********************************************************************
 ME2706  DESIGNATION -  CHICAGO FIRESTONE CO TANK
 ME2706  PID         -  ME2706
 ME2706  STATE/COUNTY-  IL/COOK
 ME2706  USGS QUAD   -  ENGLEWOOD (1997)
 ME2706
 ME2706                         *CURRENT SURVEY CONTROL
 ME2706  ___________________________________________________________________
 ME2706* NAD 83(1997)-  41 45 04.69731(N)    087 41 25.92041(W)     ADJUSTED  
 ME2706* NAVD 88     -                                                        
 ME2706  ___________________________________________________________________
 ME2706  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 ME2706  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2706
 ME2706  HORZ ORDER  -  THIRD
 ME2706
 ME2706.The horizontal coordinates were established by classical geodetic methods
 ME2706.and adjusted by the National Geodetic Survey in October 1999..
 ME2706
 ME2706
 ME2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2706
 ME2706.The geoid height was determined by GEOID03.
 ME2706
 ME2706;                    North         East     Units Scale Factor Converg.
 ME2706;SPC IL E     -   564,680.213   353,462.115   MT  1.00001016   +0 25 41.0
 ME2706;SPC IL E     - 1,852,621.67  1,159,650.29   sFT  1.00001016   +0 25 41.0
 ME2706;UTM  16      - 4,622,394.862   442,589.367   MT  0.99964056   -0 27 35.4
 ME2706
 ME2706                          SUPERSEDED SURVEY CONTROL
 ME2706
 ME2706  NAD 83(1997)-  41 45 04.69743(N)    087 41 25.92071(W) AD(       ) 4
 ME2706  NAD 83(1997)-  41 45 04.70131(N)    087 41 25.92988(W) AD(       ) 4
 ME2706  NAD 83(1986)-  41 45 04.70180(N)    087 41 25.92940(W) AD(       ) 4
 ME2706  NAD 27      -  41 45 04.58221(N)    087 41 25.74567(W) AD(       ) 3
 ME2706
 ME2706.Superseded values are not recommended for survey control.
 ME2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2706.See file dsdata.txt to determine how the superseded data were derived.
 ME2706
 ME2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4258922395(NAD 83)
 ME2706_MARKER: 53 = ELEVATED TANK
 ME2706
 ME2706  HISTORY     - Date     Condition        Report By
 ME2706  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2706  HISTORY     - 1977     GOOD             NGS
 ME2706  HISTORY     - 1987     GOOD             USPSQD
 ME2706  HISTORY     - 1989     GOOD             USPSQD
 ME2706  HISTORY     - 19970901 GOOD             USPSQD
 ME2706
 ME2706                          STATION DESCRIPTION
 ME2706
 ME2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2706'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME2706'THE FIRESTONE
 ME2706'COMPANY AT THE NORTHWEST CORNER OF THE INTERSECTION OF WEST 79TH
 ME2706'STREET AND SOUTH WASHTENAW AVENUE
 ME2706'IN THE SOUTHWEST EDGE OF CHICAGO.  IT IS A SPHERICAL STEEL
 ME2706'TANK SUPPORTED BY A SINGLE STEEL PEDESTAL AND
 ME2706'IS PAINTED RED WITH WHITE BLOCK LETTERS
 ME2706'FIRESTONE ON THE NORTH AND SOUTH SIDES.  THE HEIGHT IS ABOUT 110
 ME2706'FEET.
 ME2706
 ME2706                          STATION RECOVERY (1977)
 ME2706
 ME2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2706'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2706'CHICAGO FIRESTONE CO. WATER TANK.
 ME2706'
 ME2706'THE STATION IS THE TOP CENTER OF THE CHICAGO FIRESTONE COMPANY
 ME2706'WATER TANK.  THE TANK IS A SINGULAR COLUMN SPHEROID WITH THE
 ME2706'NAME (FIRESTONE) IN WHITE LETTERS, PAINTED RED, AND IS
 ME2706'APPROXIMATELY 110 FEET HIGH.
 ME2706'
 ME2706'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO, IN THE NORTHWEST
 ME2706'ANGLE OF THE INTERSECTION OF WEST SEVENTY-NINTH STREET AND
 ME2706'SOUTH WASHTENAW AVENUE, 0.1 MILE NORTHWEST OF THE INTERSECTION.
 ME2706
 ME2706                          STATION RECOVERY (1987)
 ME2706
 ME2706'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2706'RECOVERED IN GOOD CONDITION.
 ME2706
 ME2706                          STATION RECOVERY (1989)
 ME2706
 ME2706'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2706'RECOVERED IN GOOD CONDITION.
 ME2706
 ME2706                          STATION RECOVERY (1997)
 ME2706
 ME2706'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2725 ***********************************************************************
 ME2725  DESIGNATION -  CHICAGO FIRST TRINITY CH SPIRE
 ME2725  PID         -  ME2725
 ME2725  STATE/COUNTY-  IL/COOK
 ME2725  USGS QUAD   -  ENGLEWOOD (1997)
 ME2725
 ME2725                         *CURRENT SURVEY CONTROL
 ME2725  ___________________________________________________________________
 ME2725* NAD 83(1997)-  41 50 16.65757(N)    087 38 34.25556(W)     ADJUSTED  
 ME2725* NAVD 88     -                                                        
 ME2725  ___________________________________________________________________
 ME2725  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 ME2725  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2725
 ME2725  HORZ ORDER  -  THIRD
 ME2725
 ME2725.The horizontal coordinates were established by classical geodetic methods
 ME2725.and adjusted by the National Geodetic Survey in October 1999..
 ME2725
 ME2725
 ME2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2725
 ME2725.The geoid height was determined by GEOID03.
 ME2725
 ME2725;                    North         East     Units Scale Factor Converg.
 ME2725;SPC IL E     -   574,335.560   357,350.799   MT  1.00001546   +0 27 38.1
 ME2725;SPC IL E     - 1,884,299.25  1,172,408.41   sFT  1.00001546   +0 27 38.1
 ME2725;UTM  16      - 4,631,985.141   446,625.814   MT  0.99963505   -0 25 43.7
 ME2725
 ME2725                          SUPERSEDED SURVEY CONTROL
 ME2725
 ME2725  NAD 83(1997)-  41 50 16.65776(N)    087 38 34.25594(W) AD(       ) 4
 ME2725  NAD 83(1997)-  41 50 16.66188(N)    087 38 34.26685(W) AD(       ) 4
 ME2725  NAD 83(1986)-  41 50 16.66250(N)    087 38 34.26612(W) AD(       ) 4
 ME2725  NAD 27      -  41 50 16.54161(N)    087 38 34.07995(W) AD(       ) 3
 ME2725
 ME2725.Superseded values are not recommended for survey control.
 ME2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2725.See file dsdata.txt to determine how the superseded data were derived.
 ME2725
 ME2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4662631985(NAD 83)
 ME2725_MARKER: 90 = CHURCH SPIRE
 ME2725
 ME2725  HISTORY     - Date     Condition        Report By
 ME2725  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2725
 ME2725                          STATION DESCRIPTION
 ME2725
 ME2725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2725'THE STATION IS THE BASE OF THE GREEN LATIN CROSS ATOP THE GRAY
 ME2725'SPIRE SURMOUNTING THE BROWN BRICK BELL TOWER OF THE FIRST
 ME2725'TRINITY CHURCH AND HAS AN OVERALL HEIGHT OF ABOUT 115 FEET.
 ME2725'
 ME2725'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO IN THE
 ME2725'SOUTHWEST ANGLE OF THE INTERSECTION OF SOUTH LOWE AVENUE AND
 ME2725'WEST THIRTY-FIRST STREET, 60 FEET WEST OF THE CENTER OF SOUTH
 ME2725'LOWE AVENUE, 45 FEET SOUTH OF THE CENTER OF THIRTY-FIRST STREET
 ME2725'AND ON THE NORTH CENTRAL FACE OF THE CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2718 ***********************************************************************
 ME2718  DESIGNATION -  CHICAGO FORD MOTOR CO E TANK
 ME2718  PID         -  ME2718
 ME2718  STATE/COUNTY-  IL/COOK
 ME2718  USGS QUAD   -  ENGLEWOOD (1997)
 ME2718
 ME2718                         *CURRENT SURVEY CONTROL
 ME2718  ___________________________________________________________________
 ME2718* NAD 83(1997)-  41 45 31.35942(N)    087 43 10.03309(W)     ADJUSTED  
 ME2718* NAVD 88     -                                                        
 ME2718  ___________________________________________________________________
 ME2718  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ME2718  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2718
 ME2718  HORZ ORDER  -  THIRD
 ME2718
 ME2718.The horizontal coordinates were established by classical geodetic methods
 ME2718.and adjusted by the National Geodetic Survey in October 1999..
 ME2718
 ME2718
 ME2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2718
 ME2718.The geoid height was determined by GEOID03.
 ME2718
 ME2718;                    North         East     Units Scale Factor Converg.
 ME2718;SPC IL E     -   565,485.221   351,050.923   MT  1.00000706   +0 24 31.9
 ME2718;SPC IL E     - 1,855,262.76  1,151,739.57   sFT  1.00000706   +0 24 31.9
 ME2718;UTM  16      - 4,623,236.831   440,191.818   MT  0.99964402   -0 28 45.0
 ME2718
 ME2718                          SUPERSEDED SURVEY CONTROL
 ME2718
 ME2718  NAD 83(1997)-  41 45 31.35951(N)    087 43 10.03341(W) AD(       ) 4
 ME2718  NAD 83(1997)-  41 45 31.36334(N)    087 43 10.04293(W) AD(       ) 4
 ME2718  NAD 83(1986)-  41 45 31.36399(N)    087 43 10.04255(W) AD(       ) 4
 ME2718  NAD 27      -  41 45 31.24479(N)    087 43 09.85596(W) AD(       ) 3
 ME2718
 ME2718.Superseded values are not recommended for survey control.
 ME2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2718.See file dsdata.txt to determine how the superseded data were derived.
 ME2718
 ME2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4019223237(NAD 83)
 ME2718_MARKER: 53 = ELEVATED TANK
 ME2718
 ME2718  HISTORY     - Date     Condition        Report By
 ME2718  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2718  HISTORY     - 1959     GOOD             CGS
 ME2718  HISTORY     - 1973     GOOD             NGS
 ME2718  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2718  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2718
 ME2718                          STATION DESCRIPTION
 ME2718
 ME2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2718'THE STATION IS THE CENTER OF THE TOP OF THE EAST ONE OF TWO
 ME2718'WATER TANKS OF THE
 ME2718'FORD MOTOR COMPANY, AIRCRAFT ENGINE DIVISION, LOCATED ON THE EAST
 ME2718'SIDE OF THE PLANT ON THE EAST SIDE OF
 ME2718'PULASKI ROAD 0.2 MILE SOUTH OF 71ST STREET IN THE
 ME2718'SOUTHWEST EDGE OF CHICAGO.  IT IS A WOOD TANK SUPPORTED
 ME2718'BY A CONCRETE COLUMN AND IS
 ME2718'ABOUT 100 FEET HIGH.  THE TANK IS CHECKERED RED AND WHITE AND THE
 ME2718'BASE HAS A BLUE STRIPE AND THE WHITE
 ME2718'NAME FORD PAINTED UP AND DOWN ON THE EAST AND WEST SIDES.
 ME2718
 ME2718                          STATION RECOVERY (1959)
 ME2718
 ME2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME2718'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2718
 ME2718                          STATION RECOVERY (1973)
 ME2718
 ME2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME2718'COULD NOT BE FOUND.  IT HAS BEEN DISMANTLED.
 ME2718'
 ME2718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - IN CHICAGO.
 ME2718
 ME2718                          STATION RECOVERY (1987)
 ME2718
 ME2718'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2718'MARK NOT FOUND.
 ME2718
 ME2718                          STATION RECOVERY (1989)
 ME2718
 ME2718'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3051 ***********************************************************************
 ME3051  DESIGNATION -  CHICAGO GALE ST POLICE RAD TWR
 ME3051  PID         -  ME3051
 ME3051  STATE/COUNTY-  IL/COOK
 ME3051  USGS QUAD   -  RIVER FOREST (1997)
 ME3051
 ME3051                         *CURRENT SURVEY CONTROL
 ME3051  ___________________________________________________________________
 ME3051* NAD 83(1997)-  41 58 14.05170(N)    087 45 51.62755(W)     ADJUSTED  
 ME3051* NAVD 88     -                                                        
 ME3051  ___________________________________________________________________
 ME3051  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ME3051  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME3051
 ME3051  HORZ ORDER  -  THIRD
 ME3051
 ME3051.The horizontal coordinates were established by classical geodetic methods
 ME3051.and adjusted by the National Geodetic Survey in October 1999..
 ME3051
 ME3051
 ME3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3051
 ME3051.The geoid height was determined by GEOID03.
 ME3051
 ME3051;                    North         East     Units Scale Factor Converg.
 ME3051;SPC IL E     -   588,990.412   347,162.069   MT  1.00000236   +0 22 49.9
 ME3051;SPC IL E     - 1,932,379.38  1,138,980.89   sFT  1.00000236   +0 22 49.9
 ME3051;UTM  16      - 4,646,791.147   436,669.736   MT  0.99964935   -0 30 40.2
 ME3051
 ME3051                          SUPERSEDED SURVEY CONTROL
 ME3051
 ME3051  NAD 83(1997)-  41 58 14.05185(N)    087 45 51.62808(W) AD(       ) 4
 ME3051  NAD 83(1997)-  41 58 14.05399(N)    087 45 51.64196(W) AD(       ) 4
 ME3051  NAD 83(1986)-  41 58 14.05530(N)    087 45 51.64124(W) AD(       ) 4
 ME3051  NAD 27      -  41 58 13.94246(N)    087 45 51.42624(W) AD(       ) 3
 ME3051
 ME3051.Superseded values are not recommended for survey control.
 ME3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3051.See file dsdata.txt to determine how the superseded data were derived.
 ME3051
 ME3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3667046791(NAD 83)
 ME3051_MARKER: 43 = RADIO/TV TOWER
 ME3051
 ME3051  HISTORY     - Date     Condition        Report By
 ME3051  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3051
 ME3051                          STATION DESCRIPTION
 ME3051
 ME3051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3051'THE STATION IS THE LIGHT ON THE TOP AND CENTER OF THE
 ME3051'CITY OF CHICAGO POLICE DEPARTMENT RADIO TOWER, 5430 WEST GALE
 ME3051'STREET.  IT IS A SKELETON STEEL TOWER OF ANGLE IRON TRUSS WORK.
 ME3051'THE TOWER IS ORANGE AND WHITE IN COLOR AND APPROXIMATELY
 ME3051'225 FEET HIGH.
 ME3051'
 ME3051'LOCATED IN THE NORTHWEST SECTION OF CHICAGO IN THE NORTHEAST
 ME3051'ANGLE OF THE INTERSECTION OF WEST GALE STREET AND NORTH LESTER
 ME3051'STREET AND
 ME3051'PLACED AT THE NORTHEAST CORNER NEAR THE POLICE STATION, 150
 ME3051'FEET NORTH OF THE CENTERLINE OF WEST GALE STREET AND 105 FEET
 ME3051'EAST OF THE CENTERLINE OF NORTH LESTER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2708 ***********************************************************************
 ME2708  DESIGNATION -  CHICAGO GRANT CRANE CO TANK
 ME2708  PID         -  ME2708
 ME2708  STATE/COUNTY-  IL/COOK
 ME2708  USGS QUAD   -  ENGLEWOOD (1997)
 ME2708
 ME2708                         *CURRENT SURVEY CONTROL
 ME2708  ___________________________________________________________________
 ME2708* NAD 83(1997)-  41 49 09.46889(N)    087 42 35.89108(W)     ADJUSTED  
 ME2708* NAVD 88     -                                                        
 ME2708  ___________________________________________________________________
 ME2708  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 ME2708  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2708
 ME2708  HORZ ORDER  -  THIRD
 ME2708
 ME2708.The horizontal coordinates were established by classical geodetic methods
 ME2708.and adjusted by the National Geodetic Survey in October 1999..
 ME2708
 ME2708
 ME2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2708
 ME2708.The geoid height was determined by GEOID03.
 ME2708
 ME2708;                    North         East     Units Scale Factor Converg.
 ME2708;SPC IL E     -   572,220.003   351,790.829   MT  1.00000799   +0 24 56.4
 ME2708;SPC IL E     - 1,877,358.46  1,154,167.08   sFT  1.00000799   +0 24 56.4
 ME2708;UTM  16      - 4,629,956.882   441,035.766   MT  0.99964278   -0 28 24.3
 ME2708
 ME2708                          SUPERSEDED SURVEY CONTROL
 ME2708
 ME2708  NAD 83(1997)-  41 49 09.46903(N)    087 42 35.89144(W) AD(       ) 4
 ME2708  NAD 83(1997)-  41 49 09.47254(N)    087 42 35.90164(W) AD(       ) 4
 ME2708  NAD 83(1986)-  41 49 09.47323(N)    087 42 35.90100(W) AD(       ) 4
 ME2708  NAD 27      -  41 49 09.35530(N)    087 42 35.70823(W) AD(       ) 3
 ME2708
 ME2708.Superseded values are not recommended for survey control.
 ME2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2708.See file dsdata.txt to determine how the superseded data were derived.
 ME2708
 ME2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4103629957(NAD 83)
 ME2708_MARKER: 53 = ELEVATED TANK
 ME2708
 ME2708  HISTORY     - Date     Condition        Report By
 ME2708  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2708  HISTORY     - 1977     GOOD             NGS
 ME2708  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2708  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2708
 ME2708                          STATION DESCRIPTION
 ME2708
 ME2708'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2708'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME2708'GRANT CRANE CO.
 ME2708'LOCATED AT THE WEST SIDE OF THE PLANT ABOUT 0.2 MILE WEST OF THE
 ME2708'INTERSECTION OF KEDZIE AVENUE AND 41ST
 ME2708'STREET IN THE SOUTHWEST SECTION OF CHICAGO.  IT IS A
 ME2708'STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL
 ME2708'STRUCTURE AND IS PAINTED SILVER AND HAS THE
 ME2708'NAME CRANE ON THE EAST AND WEST SIDES IN RED BLOCK LETTERS.
 ME2708'THE HEIGHT IS ABOUT 135 FEET.
 ME2708
 ME2708                          STATION RECOVERY (1977)
 ME2708
 ME2708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2708'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2708'CHICAGO, GRANT CRANE CO., WATER TANK.
 ME2708'
 ME2708'THE STATION IS THE FINIAL OF THE GRANT CRANE COMPANY WATER
 ME2708'TANK WHICH IS A CYLINDRICAL TANK WITH A CONICAL TOP AND
 ME2708'A HEMISPHERICAL BOTTOM, PAINTED SILVER WITH RED BLOCK LETTERS
 ME2708'ON THE NORTH AND SOUTH FACES WHICH READ (CRANE), SUPPORTED BY
 ME2708'FOUR I-BEAM STEEL LEGS AND HAS AN OVERALL HEIGHT OF ABOUT 135
 ME2708'FEET.
 ME2708'
 ME2708'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO ABOUT 0.3 MILE
 ME2708'WEST OF THE INTERSECTION OF SOUTH KEDZIE AVENUE AND WEST
 ME2708'FORTY-FIRST STREET AND ON THE WEST SIDE OF THE FACTORY COMPLEX.
 ME2708
 ME2708                          STATION RECOVERY (1987)
 ME2708
 ME2708'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2708'MARK NOT FOUND.
 ME2708
 ME2708                          STATION RECOVERY (1989)
 ME2708
 ME2708'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2711 ***********************************************************************
 ME2711  DESIGNATION -  CHICAGO GRANT CRANE CLOCK TWR
 ME2711  PID         -  ME2711
 ME2711  STATE/COUNTY-  IL/COOK
 ME2711  USGS QUAD   -  ENGLEWOOD (1997)
 ME2711
 ME2711                         *CURRENT SURVEY CONTROL
 ME2711  ___________________________________________________________________
 ME2711* NAD 83(1997)-  41 49 08.32581(N)    087 42 18.09693(W)     ADJUSTED  
 ME2711* NAVD 88     -                                                        
 ME2711  ___________________________________________________________________
 ME2711  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 ME2711  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2711
 ME2711  HORZ ORDER  -  THIRD
 ME2711
 ME2711.The horizontal coordinates were established by classical geodetic methods
 ME2711.and adjusted by the National Geodetic Survey in October 1999..
 ME2711
 ME2711
 ME2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2711
 ME2711.The geoid height was determined by GEOID03.
 ME2711
 ME2711;                    North         East     Units Scale Factor Converg.
 ME2711;SPC IL E     -   572,187.728   352,201.752   MT  1.00000852   +0 25 08.2
 ME2711;SPC IL E     - 1,877,252.57  1,155,515.25   sFT  1.00000852   +0 25 08.2
 ME2711;UTM  16      - 4,629,918.249   441,445.989   MT  0.99964219   -0 28 12.4
 ME2711
 ME2711                          SUPERSEDED SURVEY CONTROL
 ME2711
 ME2711  NAD 83(1997)-  41 49 08.32595(N)    087 42 18.09730(W) AD(       ) 4
 ME2711  NAD 83(1997)-  41 49 08.32954(N)    087 42 18.10755(W) AD(       ) 4
 ME2711  NAD 83(1986)-  41 49 08.33024(N)    087 42 18.10695(W) AD(       ) 4
 ME2711  NAD 27      -  41 49 08.21204(N)    087 42 17.91427(W) AD(       ) 3
 ME2711
 ME2711.Superseded values are not recommended for survey control.
 ME2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2711.See file dsdata.txt to determine how the superseded data were derived.
 ME2711
 ME2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4144629918(NAD 83)
 ME2711_MARKER: 55 = TOWER
 ME2711
 ME2711  HISTORY     - Date     Condition        Report By
 ME2711  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2711  HISTORY     - 1987     GOOD             USPSQD
 ME2711  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 ME2711
 ME2711                          STATION DESCRIPTION
 ME2711
 ME2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2711'THE STATION IS THE CENTER OF THE TOP OF THE CLOCK TOWER OF
 ME2711'THE GRANT CRANE
 ME2711'COMPANY LOCATED AT 41ST STREET AND KEDZIE AVENUE IN THE SOUTHWEST
 ME2711'SECTION OF CHICAGO.  IT IS A SQUARE,
 ME2711'GREY AND RED STONE AND BRICK STRUCTURE WITH A LARGE, WHITE
 ME2711'CLOCK IN EACH SIDE ABOVE THE MAIN ENTRANCE TO
 ME2711'THE COMPANY PLANT.  THE HEIGHT IS ABOUT
 ME2711'125 FEET.
 ME2711
 ME2711                          STATION RECOVERY (1987)
 ME2711
 ME2711'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2711'RECOVERED IN GOOD CONDITION.
 ME2711
 ME2711                          STATION RECOVERY (1997)
 ME2711
 ME2711'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2922 ***********************************************************************
 ME2922  DESIGNATION -  CHICAGO HAMMOND AIRPORT BEACON
 ME2922  PID         -  ME2922
 ME2922  STATE/COUNTY-  IL/COOK
 ME2922  USGS QUAD   -  CALUMET CITY (1991)
 ME2922
 ME2922                         *CURRENT SURVEY CONTROL
 ME2922  ___________________________________________________________________
 ME2922* NAD 83(1997)-  41 32 31.76050(N)    087 32 18.09342(W)     ADJUSTED  
 ME2922* NAVD 88     -                                                        
 ME2922  ___________________________________________________________________
 ME2922  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 ME2922  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2922
 ME2922  HORZ ORDER  -  THIRD
 ME2922
 ME2922.This mark is at Lansing Airport (IGQ)
 ME2922
 ME2922.The horizontal coordinates were established by classical geodetic methods
 ME2922.and adjusted by the National Geodetic Survey in October 1999..
 ME2922
 ME2922
 ME2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2922
 ME2922.The geoid height was determined by GEOID03.
 ME2922
 ME2922;                    North         East     Units Scale Factor Converg.
 ME2922;SPC IL E     -   541,556.833   366,332.827   MT  1.00002913   +0 31 38.0
 ME2922;SPC IL E     - 1,776,757.71  1,201,876.95   sFT  1.00002913   +0 31 38.0
 ME2922;SPC IN W     -   698,867.523   862,032.942   MT  0.99998440   -0 18 06.3
 ME2922;SPC IN W     - 2,292,867.87  2,828,186.41   sFT  0.99998440   -0 18 06.3
 ME2922;UTM  16      - 4,599,084.235   455,096.113   MT  0.99962481   -0 21 25.3
 ME2922
 ME2922                          SUPERSEDED SURVEY CONTROL
 ME2922
 ME2922  NAD 83(1997)-  41 32 31.76051(N)    087 32 18.09345(W) AD(       ) 4
 ME2922  NAD 83(1997)-  41 32 31.76583(N)    087 32 18.10055(W) AD(       ) 4
 ME2922  NAD 83(1986)-  41 32 31.76585(N)    087 32 18.10047(W) AD(       ) 4
 ME2922  NAD 27      -  41 32 31.64198(N)    087 32 17.95397(W) AD(       ) 3
 ME2922
 ME2922.Superseded values are not recommended for survey control.
 ME2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2922.See file dsdata.txt to determine how the superseded data were derived.
 ME2922
 ME2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5509699084(NAD 83)
 ME2922_MARKER: 21 = AIRPORT BEACON
 ME2922
 ME2922  HISTORY     - Date     Condition        Report By
 ME2922  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2922
 ME2922                          STATION DESCRIPTION
 ME2922
 ME2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2922'A REVOLVING LIGHT MOUNTED ON A PLATFORM ABOUT 15 FEET ABOVE
 ME2922'THE ROOF OF A
 ME2922'BRICK HANGAR OF THE CHICAGO-HAMMOND AIRPORT LOCATED AT THE
 ME2922'INTERSECTION OF BURNHAM AVENUE AND
 ME2922'GLENWOOD-LANSING ROAD ABOUT 1 MILE SOUTH OF LANSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2661 ***********************************************************************
 ME2661  DESIGNATION -  CHICAGO HANCOCK CNTR E TV TWR
 ME2661  PID         -  ME2661
 ME2661  STATE/COUNTY-  IL/COOK
 ME2661  USGS QUAD   -  JACKSON PARK (1993)
 ME2661
 ME2661                         *CURRENT SURVEY CONTROL
 ME2661  ___________________________________________________________________
 ME2661* NAD 83(1997)-  41 53 55.73514(N)    087 37 22.42130(W)     ADJUSTED  
 ME2661* NAVD 88     -                                                        
 ME2661  ___________________________________________________________________
 ME2661  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2661  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2661
 ME2661  HORZ ORDER  -  THIRD
 ME2661
 ME2661.The horizontal coordinates were established by classical geodetic methods
 ME2661.and adjusted by the National Geodetic Survey in October 1999..
 ME2661
 ME2661
 ME2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2661
 ME2661.The geoid height was determined by GEOID03.
 ME2661
 ME2661;                    North         East     Units Scale Factor Converg.
 ME2661;SPC IL E     -   581,108.161   358,952.221   MT  1.00001775   +0 28 28.0
 ME2661;SPC IL E     - 1,906,519.02  1,177,662.41   sFT  1.00001775   +0 28 28.0
 ME2661;UTM  16      - 4,638,729.471   448,331.578   MT  0.99963285   -0 24 57.6
 ME2661
 ME2661                          SUPERSEDED SURVEY CONTROL
 ME2661
 ME2661  NAD 83(1997)-  41 53 55.73535(N)    087 37 22.42175(W) AD(       ) 4
 ME2661  NAD 83(1997)-  41 53 55.73964(N)    087 37 22.43398(W) AD(       ) 4
 ME2661  NAD 83(1986)-  41 53 55.73959(N)    087 37 22.43240(W) AD(       ) 4
 ME2661  NAD 27      -  41 53 55.61891(N)    087 37 22.24325(W) AD(       ) 3
 ME2661
 ME2661.Superseded values are not recommended for survey control.
 ME2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2661.See file dsdata.txt to determine how the superseded data were derived.
 ME2661
 ME2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4833238729(NAD 83)
 ME2661_MARKER: 43 = RADIO/TV TOWER
 ME2661
 ME2661  HISTORY     - Date     Condition        Report By
 ME2661  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2661  HISTORY     - 1978     GOOD             NGS
 ME2661  HISTORY     - 19941013 GOOD             USPSQD
 ME2661
 ME2661                          STATION DESCRIPTION
 ME2661
 ME2661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2661'THE STATION IS THE LIGHT ATOP AND CENTER OF THE EAST ONE OF
 ME2661'TWO IDENTICAL TV TOWERS ATTACHED TO THE TOP OF THE CHICAGO
 ME2661'HANCOCK CENTER BUILDING.  IT IS A RED AND WHITE TOWER ATOP
 ME2661'STEEL FRAME SKYSCRAPER, 100 FLOORS HIGH.
 ME2661'
 ME2661'LOCATED IN THE WEST CENTRAL SECTION OF CHICAGO IN THE NORTHWEST
 ME2661'ANGLE OF THE INTERSECTION OF NORTH MICHIGAN AVENUE AND CHESTNUT
 ME2661'STREET.
 ME2661
 ME2661                          STATION RECOVERY (1978)
 ME2661
 ME2661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 ME2661'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 ME2661'
 ME2661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN CHICAGO.
 ME2661
 ME2661                          STATION RECOVERY (1994)
 ME2661
 ME2661'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2658 ***********************************************************************
 ME2658  DESIGNATION -  CHICAGO HBR LT
 ME2658  PID         -  ME2658
 ME2658  STATE/COUNTY-  IL/COOK
 ME2658  USGS QUAD   -  JACKSON PARK (1993)
 ME2658
 ME2658                         *CURRENT SURVEY CONTROL
 ME2658  ___________________________________________________________________
 ME2658* NAD 83(1997)-  41 53 21.66499(N)    087 35 25.96157(W)     ADJUSTED  
 ME2658* NAVD 88     -                                                        
 ME2658  ___________________________________________________________________
 ME2658  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 ME2658  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2658
 ME2658  HORZ ORDER  -  THIRD
 ME2658
 ME2658.The horizontal coordinates were established by classical geodetic methods
 ME2658.and adjusted by the National Geodetic Survey in October 1999..
 ME2658
 ME2658
 ME2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2658
 ME2658.The geoid height was determined by GEOID03.
 ME2658
 ME2658;                    North         East     Units Scale Factor Converg.
 ME2658;SPC IL E     -   580,079.743   361,645.736   MT  1.00002174   +0 29 45.5
 ME2658;SPC IL E     - 1,903,144.96  1,186,499.39   sFT  1.00002174   +0 29 45.5
 ME2658;UTM  16      - 4,637,659.738   451,007.746   MT  0.99962953   -0 23 39.5
 ME2658
 ME2658                          SUPERSEDED SURVEY CONTROL
 ME2658
 ME2658  NAD 83(1997)-  41 53 21.66521(N)    087 35 25.96200(W) AD(       ) 4
 ME2658  NAD 83(1997)-  41 53 21.66996(N)    087 35 25.97402(W) AD(       ) 4
 ME2658  NAD 83(1986)-  41 53 21.66987(N)    087 35 25.97223(W) AD(       ) 4
 ME2658  NAD 27      -  41 53 21.54686(N)    087 35 25.78815(W) AD(       ) 3
 ME2658
 ME2658.Superseded values are not recommended for survey control.
 ME2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2658.See file dsdata.txt to determine how the superseded data were derived.
 ME2658
 ME2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5100837660(NAD 83)
 ME2658_MARKER: 14 = NAVIGATION LIGHT
 ME2658
 ME2658  HISTORY     - Date     Condition        Report By
 ME2658  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2658  HISTORY     - 1979     GOOD             NGS
 ME2658  HISTORY     - 1983     GOOD             IL1670
 ME2658  HISTORY     - 19941013 GOOD             USPSQD
 ME2658
 ME2658                          STATION DESCRIPTION
 ME2658
 ME2658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2658'THE STATION IS LOCATED AT THE SOUTH END OF THE NORTH
 ME2658'BREAKWATER.  THIS LANDMARK IS LISTED IN THE DEPARTMENT
 ME2658'OF TRANSPORTATION COAST GUARD LIGHT LIST, VOLUME
 ME2658'FOUR, 1977.
 ME2658'IT IS A FLASHING RED LIGHT ATOP A WHITE CONICAL
 ME2658'TOWER ON THE BREAKWATER.
 ME2658
 ME2658                          STATION RECOVERY (1979)
 ME2658
 ME2658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 ME2658'LIGHT RECOVERED IN GOOD CONDITION.
 ME2658
 ME2658                          STATION RECOVERY (1983)
 ME2658
 ME2658'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME2658'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME2658'NO CHANGES WERE NOTED FROM THE 1977 DESCRIPTIVE TEXT.
 ME2658'
 ME2658'DESCRIBED BY CITY OF CHICAGO.
 ME2658
 ME2658                          STATION RECOVERY (1994)
 ME2658
 ME2658'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2862 ***********************************************************************
 ME2862  DESIGNATION -  CHICAGO HELENE CURTIS TANK
 ME2862  PID         -  ME2862
 ME2862  STATE/COUNTY-  IL/COOK
 ME2862  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2862
 ME2862                         *CURRENT SURVEY CONTROL
 ME2862  ___________________________________________________________________
 ME2862* NAD 83(1997)-  41 54 30.23686(N)    087 44 18.74085(W)     ADJUSTED  
 ME2862* NAVD 88     -                                                        
 ME2862  ___________________________________________________________________
 ME2862  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 ME2862  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2862
 ME2862  HORZ ORDER  -  THIRD
 ME2862
 ME2862.The horizontal coordinates were established by classical geodetic methods
 ME2862.and adjusted by the National Geodetic Survey in October 1999..
 ME2862
 ME2862
 ME2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2862
 ME2862.The geoid height was determined by GEOID03.
 ME2862
 ME2862;                    North         East     Units Scale Factor Converg.
 ME2862;SPC IL E     -   582,099.630   349,348.628   MT  1.00000495   +0 23 50.3
 ME2862;SPC IL E     - 1,909,771.87  1,146,154.62   sFT  1.00000495   +0 23 50.3
 ME2862;UTM  16      - 4,639,869.655   438,748.119   MT  0.99964617   -0 29 35.9
 ME2862
 ME2862                          SUPERSEDED SURVEY CONTROL
 ME2862
 ME2862  NAD 83(1997)-  41 54 30.23700(N)    087 44 18.74131(W) AD(       ) 4
 ME2862  NAD 83(1997)-  41 54 30.23972(N)    087 44 18.75363(W) AD(       ) 4
 ME2862  NAD 83(1986)-  41 54 30.24074(N)    087 44 18.75297(W) AD(       ) 4
 ME2862  NAD 27      -  41 54 30.12536(N)    087 44 18.54741(W) AD(       ) 3
 ME2862
 ME2862.Superseded values are not recommended for survey control.
 ME2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2862.See file dsdata.txt to determine how the superseded data were derived.
 ME2862
 ME2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3874839870(NAD 83)
 ME2862_MARKER: 53 = ELEVATED TANK
 ME2862
 ME2862  HISTORY     - Date     Condition        Report By
 ME2862  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2862  HISTORY     - 19970905 GOOD             USPSQD
 ME2862
 ME2862                          STATION DESCRIPTION
 ME2862
 ME2862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2862'THE STATION IS THE APEX OF THE VENT OF THE WATER TANK OF HELENE
 ME2862'CURTIS, 1510 NORTH KOSTNER AVENUE.  THE TANK HAS A CYLINDRICAL
 ME2862'BODY WITH A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM.  IT IS
 ME2862'SILVER IN COLOR WITH HELENE CURTIS IS BLUE AND WHITE LETTERS
 ME2862'AND IS APPROXIMATELY 130 FEET HIGH SUPPORTED BY 4 TUBULAR LEGS.
 ME2862'
 ME2862'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME2862'SOUTHWEST ANGLE OF THE INTERSECTION OF NORTH KOSTNER AVENUE AND
 ME2862'WEST NORTH AVENUE.  THE TANK IS ON THE SOUTHWEST GROUNDS OF
 ME2862'HELENE CURTIS PLANT COMPLEX, 0.1 MILE SOUTH OF THE CENTERLINE
 ME2862'OF WEST NORTH AVENUE AND 0.1 MILE WEST OF THE CENTERLINE OF
 ME2862'NORTH KOSTNER AVENUE.
 ME2862
 ME2862                          STATION RECOVERY (1997)
 ME2862
 ME2862'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2747 ***********************************************************************
 ME2747  DESIGNATION -  CHICAGO HOLY CORINTHIANS SPIRE
 ME2747  PID         -  ME2747
 ME2747  STATE/COUNTY-  IL/COOK
 ME2747  USGS QUAD   -  ENGLEWOOD (1997)
 ME2747
 ME2747                         *CURRENT SURVEY CONTROL
 ME2747  ___________________________________________________________________
 ME2747* NAD 83(1997)-  41 50 59.65620(N)    087 41 42.81255(W)     ADJUSTED  
 ME2747* NAVD 88     -                                                        
 ME2747  ___________________________________________________________________
 ME2747  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 ME2747  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2747
 ME2747  HORZ ORDER  -  THIRD
 ME2747
 ME2747.The horizontal coordinates were established by classical geodetic methods
 ME2747.and adjusted by the National Geodetic Survey in October 1999..
 ME2747
 ME2747
 ME2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2747
 ME2747.The geoid height was determined by GEOID03.
 ME2747
 ME2747;                    North         East     Units Scale Factor Converg.
 ME2747;SPC IL E     -   575,628.521   352,990.557   MT  1.00000954   +0 25 32.7
 ME2747;SPC IL E     - 1,888,541.24  1,158,103.19   sFT  1.00000954   +0 25 32.7
 ME2747;UTM  16      - 4,633,345.124   442,287.795   MT  0.99964098   -0 27 49.9
 ME2747
 ME2747                          SUPERSEDED SURVEY CONTROL
 ME2747
 ME2747  NAD 83(1997)-  41 50 59.65636(N)    087 41 42.81295(W) AD(       ) 4
 ME2747  NAD 83(1997)-  41 50 59.65987(N)    087 41 42.82405(W) AD(       ) 4
 ME2747  NAD 83(1986)-  41 50 59.66061(N)    087 41 42.82340(W) AD(       ) 4
 ME2747  NAD 27      -  41 50 59.54216(N)    087 41 42.62940(W) AD(       ) 3
 ME2747
 ME2747.Superseded values are not recommended for survey control.
 ME2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2747.See file dsdata.txt to determine how the superseded data were derived.
 ME2747
 ME2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4228833345(NAD 83)
 ME2747_MARKER: 89 = SPIRE
 ME2747
 ME2747  HISTORY     - Date     Condition        Report By
 ME2747  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2747
 ME2747                          STATION DESCRIPTION
 ME2747
 ME2747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2747'THE STATION IS THE BASE OF THE CROSS ATOP THE BLACK AND
 ME2747'GREEN SPIRE SURMOUNTING THE BROWN BRICK BELL TOWER OF THE
 ME2747'HOLY CORINTHIANS CHURCH.  IT HAS AN OVERALL HEIGHT OF ABOUT 150
 ME2747'FEET.
 ME2747'
 ME2747'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO IN THE
 ME2747'SOUTHEAST ANGLE OF THE INTERSECTION OF SOUTH CALIFORNIA AVENUE
 ME2747'AND WEST TWENTY-THIRD STREET, 60 FEET SOUTH OF THE CENTER OF
 ME2747'WEST TWENTY-THIRD STREET, 45 FEET EAST OF THE CENTER OF
 ME2747'SOUTH CALIFORNIA AVENUE AND ON THE WEST CENTRAL FACE OF
 ME2747'THE CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2864 ***********************************************************************
 ME2864  DESIGNATION -  CHICAGO HOUSTON FOODS TANK
 ME2864  PID         -  ME2864
 ME2864  STATE/COUNTY-  IL/COOK
 ME2864  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2864
 ME2864                         *CURRENT SURVEY CONTROL
 ME2864  ___________________________________________________________________
 ME2864* NAD 83(1997)-  41 57 29.38422(N)    087 44 37.59335(W)     ADJUSTED  
 ME2864* NAVD 88     -                                                        
 ME2864  ___________________________________________________________________
 ME2864  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ME2864  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2864
 ME2864  HORZ ORDER  -  THIRD
 ME2864
 ME2864.The horizontal coordinates were established by classical geodetic methods
 ME2864.and adjusted by the National Geodetic Survey in October 1999..
 ME2864
 ME2864
 ME2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2864
 ME2864.The geoid height was determined by GEOID03.
 ME2864
 ME2864;                    North         East     Units Scale Factor Converg.
 ME2864;SPC IL E     -   587,623.817   348,876.134   MT  1.00000438   +0 23 39.0
 ME2864;SPC IL E     - 1,927,895.81  1,144,604.45   sFT  1.00000438   +0 23 39.0
 ME2864;UTM  16      - 4,645,398.540   438,361.727   MT  0.99964675   -0 29 50.3
 ME2864
 ME2864                          SUPERSEDED SURVEY CONTROL
 ME2864
 ME2864  NAD 83(1997)-  41 57 29.38438(N)    087 44 37.59386(W) AD(       ) 4
 ME2864  NAD 83(1997)-  41 57 29.38683(N)    087 44 37.60745(W) AD(       ) 4
 ME2864  NAD 83(1986)-  41 57 29.38803(N)    087 44 37.60667(W) AD(       ) 4
 ME2864  NAD 27      -  41 57 29.27399(N)    087 44 37.39681(W) AD(       ) 3
 ME2864
 ME2864.Superseded values are not recommended for survey control.
 ME2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2864.See file dsdata.txt to determine how the superseded data were derived.
 ME2864
 ME2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3836245399(NAD 83)
 ME2864_MARKER: 51 = TANK
 ME2864
 ME2864  HISTORY     - Date     Condition        Report By
 ME2864  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2864  HISTORY     - 19970909 GOOD             USPSQD
 ME2864
 ME2864                          STATION DESCRIPTION
 ME2864
 ME2864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2864'THE STATION IS THE APEX OF THE VENT OF THE WATER TANK OF
 ME2864'THE HOUSTON FOODS, INC., 4245 KNOX AVENUE.  IT IS SILVER COLOR
 ME2864'AND HAS A CYLINDRICAL BODY WITH A DOME SHAPED TOP AND
 ME2864'HEMISPHERICAL BOTTOM WITH THE LETTER HOUSTON FOODS IN BLACK
 ME2864'AND APPROXIMATELY 115 FEET HIGH.
 ME2864'
 ME2864'LOCATED IN THE NORTH SECTION OF CHICAGO, 0.15 MILES SOUTH OF
 ME2864'MONTROSE AVENUE IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 ME2864'WEST MONTROSE AVENUE AND NORTH KNOX AVENUE.  THE WATER TANK IS
 ME2864'LOCATED ON THE SOUTHEAST PART OF THE PLANT BUILDING AT 4245
 ME2864'KNOX AVENUE, 115 EAST OF THE CENTERLINE OF NORTH KNOX AVENUE.
 ME2864
 ME2864                          STATION RECOVERY (1997)
 ME2864
 ME2864'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2598 ***********************************************************************
 ME2598  DESIGNATION -  CHICAGO HTS AM LOCOMOTIVE STK
 ME2598  PID         -  ME2598
 ME2598  STATE/COUNTY-  IL/COOK
 ME2598  USGS QUAD   -  STEGER (1990)
 ME2598
 ME2598                         *CURRENT SURVEY CONTROL
 ME2598  ___________________________________________________________________
 ME2598* NAD 83(1997)-  41 29 33.76095(N)    087 38 50.29722(W)     ADJUSTED  
 ME2598* NAVD 88     -                                                        
 ME2598  ___________________________________________________________________
 ME2598  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 ME2598  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 ME2598
 ME2598  HORZ ORDER  -  THIRD
 ME2598
 ME2598.The horizontal coordinates were established by classical geodetic methods
 ME2598.and adjusted by the National Geodetic Survey in October 1999..
 ME2598
 ME2598
 ME2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2598
 ME2598.The geoid height was determined by GEOID03.
 ME2598
 ME2598;                    North         East     Units Scale Factor Converg.
 ME2598;SPC IL E     -   535,987.523   357,285.915   MT  1.00001537   +0 27 16.3
 ME2598;SPC IL E     - 1,758,485.73  1,172,195.54   sFT  1.00001537   +0 27 16.3
 ME2598;UTM  16      - 4,593,657.264   445,967.950   MT  0.99963593   -0 25 43.9
 ME2598
 ME2598                          SUPERSEDED SURVEY CONTROL
 ME2598
 ME2598  NAD 83(1997)-  41 29 33.76094(N)    087 38 50.29732(W) AD(       ) 4
 ME2598  NAD 83(1986)-  41 29 33.76572(N)    087 38 50.30412(W) AD(       ) 4
 ME2598  NAD 27      -  41 29 33.64176(N)    087 38 50.14508(W) AD(       ) 3
 ME2598
 ME2598.Superseded values are not recommended for survey control.
 ME2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2598.See file dsdata.txt to determine how the superseded data were derived.
 ME2598
 ME2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4596893657(NAD 83)
 ME2598_MARKER: 63 = STACK
 ME2598
 ME2598  HISTORY     - Date     Condition        Report By
 ME2598  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2598
 ME2598                          STATION DESCRIPTION
 ME2598
 ME2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2598'STATION IS LOCATED ABOUT 400 FEET WEST OF EUCLID AVENUE AND
 ME2598'250 FEET NORTH OF
 ME2598'WEST 26TH STREET AT THE SOUTHWEST CITY LIMITS OF STEGER. IT IS A LARGE
 ME2598'YELLOW BRICK STACK ABOUT 160 FEET
 ME2598'HIGH WITH METAL BANDS ENCIRCLING THE STACK AT ABOUT
 ME2598'15 FOOT INTERVALS.  THIS STACK IS LOCATED ON THE
 ME2598'GROUNDS OF THE AMERICAN LOCOMOTIVE CO.
 ME2598'PLANT AND IS FLANKED BY 6 FAIRLY LARGE METAL STACKS, 3 TO THE NORTH
 ME2598'AND 3 TO THE SOUTH.  THE POINT
 ME2598'OBSERVED ON WAS THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2917 ***********************************************************************
 ME2917  DESIGNATION -  CHICAGO HTS GEN FELT CO TANK
 ME2917  PID         -  ME2917
 ME2917  STATE/COUNTY-  IL/COOK
 ME2917  USGS QUAD   -  CALUMET CITY (1991)
 ME2917
 ME2917                         *CURRENT SURVEY CONTROL
 ME2917  ___________________________________________________________________
 ME2917* NAD 83(1997)-  41 30 09.75042(N)    087 37 08.73254(W)     ADJUSTED  
 ME2917* NAVD 88     -                                                        
 ME2917  ___________________________________________________________________
 ME2917  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 ME2917  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME2917
 ME2917  HORZ ORDER  -  THIRD
 ME2917
 ME2917.The horizontal coordinates were established by classical geodetic methods
 ME2917.and adjusted by the National Geodetic Survey in October 1999..
 ME2917
 ME2917
 ME2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2917
 ME2917.The geoid height was determined by GEOID03.
 ME2917
 ME2917;                    North         East     Units Scale Factor Converg.
 ME2917;SPC IL E     -   537,116.890   359,632.599   MT  1.00001874   +0 28 23.9
 ME2917;SPC IL E     - 1,762,191.00  1,179,894.62   sFT  1.00001874   +0 28 23.9
 ME2917;UTM  16      - 4,594,749.895   448,330.864   MT  0.99963285   -0 24 36.9
 ME2917
 ME2917                          SUPERSEDED SURVEY CONTROL
 ME2917
 ME2917  NAD 83(1997)-  41 30 09.75041(N)    087 37 08.73265(W) AD(       ) 4
 ME2917  NAD 83(1997)-  41 30 09.75529(N)    087 37 08.73968(W) AD(       ) 4
 ME2917  NAD 83(1986)-  41 30 09.75530(N)    087 37 08.73959(W) AD(       ) 4
 ME2917  NAD 27      -  41 30 09.63100(N)    087 37 08.58300(W) AD(       ) 3
 ME2917
 ME2917.Superseded values are not recommended for survey control.
 ME2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2917.See file dsdata.txt to determine how the superseded data were derived.
 ME2917
 ME2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4833194750(NAD 83)
 ME2917_MARKER: 53 = ELEVATED TANK
 ME2917
 ME2917  HISTORY     - Date     Condition        Report By
 ME2917  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2917
 ME2917                          STATION DESCRIPTION
 ME2917
 ME2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2917'STATION IS LOCATED IN THE EAST SECTION OF CHICAGO HEIGHTS AT
 ME2917'THE SOUTH EDGE OF
 ME2917'THE GENERAL FELT CO. PLANT, ABOUT 500 FEET WEST OF STATE STREET, 300
 ME2917'FEET EAST OF ARNOLD STREET AND 50
 ME2917'FEET NORTH OF EAST 16TH STREET.  IT IS A 4 LEGGED STEEL
 ME2917'STRUCTURE WITH A STEEL WATER TANK ATOP AND IS ABOUT
 ME2917'140 FEET HIGH.  THE TANK IS PAINTED
 ME2917'SILVER AND HAS LEGEND GENERAL FELT PAINTED IN LARGE BLACK LETTERS ON
 ME2917'THE EAST AND WEST SIDES OF THE
 ME2917'TANK.  THE POINT OBSERVED ON WAS THE METAL BALL AT THE APEX OF THE
 ME2917'ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3016 ***********************************************************************
 ME3016  DESIGNATION -  CHICAGO ILL STATE HOSPITAL TK
 ME3016  PID         -  ME3016
 ME3016  STATE/COUNTY-  IL/COOK
 ME3016  USGS QUAD   -  RIVER FOREST (1997)
 ME3016
 ME3016                         *CURRENT SURVEY CONTROL
 ME3016  ___________________________________________________________________
 ME3016* NAD 83(1997)-  41 57 26.42075(N)    087 47 31.79401(W)     ADJUSTED  
 ME3016* NAVD 88     -                                                        
 ME3016  ___________________________________________________________________
 ME3016  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 ME3016  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME3016
 ME3016  HORZ ORDER  -  THIRD
 ME3016
 ME3016.The horizontal coordinates were established by classical geodetic methods
 ME3016.and adjusted by the National Geodetic Survey in October 1999..
 ME3016
 ME3016
 ME3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3016
 ME3016.The geoid height was determined by GEOID03.
 ME3016
 ME3016;                    North         East     Units Scale Factor Converg.
 ME3016;SPC IL E     -   587,505.919   344,865.094   MT  0.99999976   +0 21 42.5
 ME3016;SPC IL E     - 1,927,509.00  1,131,444.90   sFT  0.99999976   +0 21 42.5
 ME3016;UTM  16      - 4,645,343.082   434,350.751   MT  0.99965303   -0 31 46.7
 ME3016
 ME3016                          SUPERSEDED SURVEY CONTROL
 ME3016
 ME3016  NAD 83(1997)-  41 57 26.42089(N)    087 47 31.79454(W) AD(       ) 4
 ME3016  NAD 83(1997)-  41 57 26.42260(N)    087 47 31.80804(W) AD(       ) 4
 ME3016  NAD 83(1986)-  41 57 26.42399(N)    087 47 31.80746(W) AD(       ) 4
 ME3016  NAD 27      -  41 57 26.31491(N)    087 47 31.58548(W) AD(       ) 3
 ME3016
 ME3016.Superseded values are not recommended for survey control.
 ME3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3016.See file dsdata.txt to determine how the superseded data were derived.
 ME3016
 ME3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3435145343(NAD 83)
 ME3016_MARKER: 53 = ELEVATED TANK
 ME3016
 ME3016  HISTORY     - Date     Condition        Report By
 ME3016  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3016  HISTORY     - 1965     GOOD             CGS
 ME3016  HISTORY     - 1977     GOOD             NGS
 ME3016  HISTORY     - 1987     GOOD             USPSQD
 ME3016  HISTORY     - 1989     GOOD             USPSQD
 ME3016  HISTORY     - 19970909 MARK NOT FOUND   USPSQD
 ME3016
 ME3016                          STATION DESCRIPTION
 ME3016
 ME3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3016'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME3016'THE STATE HOSPITAL
 ME3016'LOCATED NEAR THE CENTRAL SECTION OF THE HOSPITAL GROUNDS ABOUT 0.2
 ME3016'MILE SOUTHEAST OF THE INTERSECTION OF
 ME3016'FOREST PRESERVE BOULEVARD AND MONTROSE AVENUE AT
 ME3016'THE NORTHWEST EDGE OF CHICAGO.  IT IS A STEEL TANK
 ME3016'SUPPORTED BY A SIX-LEGGED STEEL
 ME3016'STRUCTURE AND IS PAINTED SILVER.  THE HEIGHT IS ABOUT 140 FEET.
 ME3016
 ME3016                          STATION RECOVERY (1965)
 ME3016
 ME3016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 ME3016'THE STATION WAS RECOVERED AS DESCRIBED WITH
 ME3016'THE FOLLOWING
 ME3016'EXCEPTION- THE TANK IS SUPPORTED BY AN EIGHT-LEGGED STEEL STRUCTURE.
 ME3016'LOCAL INQUIRY VERIFIED THAT IT
 ME3016'IS THE ORIGINAL TANK, AND THAT IT WAS PUT INTO
 ME3016'SERVICE IN 1949.
 ME3016
 ME3016                          STATION RECOVERY (1977)
 ME3016
 ME3016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3016'THE STATION IS THE TOP AND CENTER OF THE ILLINOIS STATE
 ME3016'HOSPITAL WATER TANK, 6500 WEST IRVING PARK.  IT IS SILVER IN
 ME3016'COLOR WITH A CYLINDRICAL BODY WITH A DOME SHAPED TOP AND
 ME3016'HEMISPHERICAL BOTTOM SUPPORTED BY 8 TUBULAR LEGS AND
 ME3016'APPROXIMATELY 140 FEET HIGH.
 ME3016'
 ME3016'LOCATED IN THE NORTHWEST SECTION OF CHICAGO ABOUT 0.2 MILE
 ME3016'SOUTHEAST OF THE INTERSECTION OF FOREST PRESERVE AVENUE AND
 ME3016'MONTROSE AVENUE. THE TANK IS LOCATED NEAR THE CENTRAL
 ME3016'SECTION OF THE HOSPITAL GROUNDS.
 ME3016
 ME3016                          STATION RECOVERY (1987)
 ME3016
 ME3016'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3016'RECOVERED IN GOOD CONDITION.
 ME3016
 ME3016                          STATION RECOVERY (1989)
 ME3016
 ME3016'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3016'RECOVERED IN GOOD CONDITION.
 ME3016
 ME3016                          STATION RECOVERY (1997)
 ME3016
 ME3016'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2882 ***********************************************************************
 ME2882  DESIGNATION -  CHICAGO IMMAC CONCEP CH CUPOLA
 ME2882  PID         -  ME2882
 ME2882  STATE/COUNTY-  IL/COOK
 ME2882  USGS QUAD   -  LAKE CALUMET (1997)
 ME2882
 ME2882                         *CURRENT SURVEY CONTROL
 ME2882  ___________________________________________________________________
 ME2882* NAD 83(1997)-  41 44 08.85902(N)    087 33 05.71905(W)     ADJUSTED  
 ME2882* NAVD 88     -                                                        
 ME2882  ___________________________________________________________________
 ME2882  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2882  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2882
 ME2882  HORZ ORDER  -  THIRD
 ME2882
 ME2882.The horizontal coordinates were established by classical geodetic methods
 ME2882.and adjusted by the National Geodetic Survey in October 1999..
 ME2882
 ME2882
 ME2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2882
 ME2882.The geoid height was determined by GEOID03.
 ME2882
 ME2882;                    North         East     Units Scale Factor Converg.
 ME2882;SPC IL E     -   563,053.166   365,033.979   MT  1.00002703   +0 31 13.5
 ME2882;SPC IL E     - 1,847,283.60  1,197,615.65   sFT  1.00002703   +0 31 13.5
 ME2882;UTM  16      - 4,620,589.417   454,130.184   MT  0.99962589   -0 22 01.9
 ME2882
 ME2882                          SUPERSEDED SURVEY CONTROL
 ME2882
 ME2882  NAD 83(1997)-  41 44 08.85922(N)    087 33 05.71924(W) AD(       ) 4
 ME2882  NAD 83(1997)-  41 44 08.86446(N)    087 33 05.72834(W) AD(       ) 4
 ME2882  NAD 83(1986)-  41 44 08.86469(N)    087 33 05.72773(W) AD(       ) 4
 ME2882  NAD 27      -  41 44 08.73679(N)    087 33 05.56563(W) AD(       ) 3
 ME2882
 ME2882.Superseded values are not recommended for survey control.
 ME2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2882.See file dsdata.txt to determine how the superseded data were derived.
 ME2882
 ME2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5413020589(NAD 83)
 ME2882_MARKER: 86 = CUPOLA
 ME2882
 ME2882  HISTORY     - Date     Condition        Report By
 ME2882  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2882
 ME2882                          STATION DESCRIPTION
 ME2882
 ME2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2882'THE STATION IS THE BASE OF CROSS OF THE CHICAGO IMMACULATE
 ME2882'CONCEPTION CATHOLIC CHURCH CUPOLA.  IT IS A GREY CUPOLA ATOP
 ME2882'BROWN BRICK BELL TOWER ATTACHED TO THE EAST FACE OF CHURCH
 ME2882'BUILDING, AND IS APPROXIMATELY 130 FEET HIGH.
 ME2882'
 ME2882'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE NORTHWEST
 ME2882'ANGLE OF THE INTERSECTION OF EAST EIGHTY-EIGHTH STREET AND
 ME2882'SOUTH COMMERCIAL AVENUE, 55 FEET WEST OF THE CENTERLINE OF
 ME2882'SOUTH COMMERCIAL AVENUE AND 85 FEET NORTH OF THE CENTERLINE OF
 ME2882'EAST EIGHTY-EIGHTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2752 ***********************************************************************
 ME2752  DESIGNATION -  CHICAGO INMONT TANK
 ME2752  PID         -  ME2752
 ME2752  STATE/COUNTY-  IL/COOK
 ME2752  USGS QUAD   -  ENGLEWOOD (1997)
 ME2752
 ME2752                         *CURRENT SURVEY CONTROL
 ME2752  ___________________________________________________________________
 ME2752* NAD 83(1997)-  41 48 08.01545(N)    087 42 01.08341(W)     ADJUSTED  
 ME2752* NAVD 88     -                                                        
 ME2752  ___________________________________________________________________
 ME2752  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 ME2752  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2752
 ME2752  HORZ ORDER  -  THIRD
 ME2752
 ME2752.The horizontal coordinates were established by classical geodetic methods
 ME2752.and adjusted by the National Geodetic Survey in October 1999..
 ME2752
 ME2752
 ME2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2752
 ME2752.The geoid height was determined by GEOID03.
 ME2752
 ME2752;                    North         East     Units Scale Factor Converg.
 ME2752;SPC IL E     -   570,329.908   352,608.109   MT  1.00000904   +0 25 19.1
 ME2752;SPC IL E     - 1,871,157.37  1,156,848.44   sFT  1.00000904   +0 25 19.1
 ME2752;UTM  16      - 4,628,055.032   441,823.337   MT  0.99964165   -0 28 00.5
 ME2752
 ME2752                          SUPERSEDED SURVEY CONTROL
 ME2752
 ME2752  NAD 83(1997)-  41 48 08.01559(N)    087 42 01.08376(W) AD(       ) 4
 ME2752  NAD 83(1997)-  41 48 08.01923(N)    087 42 01.09382(W) AD(       ) 4
 ME2752  NAD 83(1986)-  41 48 08.01981(N)    087 42 01.09324(W) AD(       ) 4
 ME2752  NAD 27      -  41 48 07.90130(N)    087 42 00.90316(W) AD(       ) 3
 ME2752
 ME2752.Superseded values are not recommended for survey control.
 ME2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2752.See file dsdata.txt to determine how the superseded data were derived.
 ME2752
 ME2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4182328055(NAD 83)
 ME2752_MARKER: 53 = ELEVATED TANK
 ME2752
 ME2752  HISTORY     - Date     Condition        Report By
 ME2752  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2752
 ME2752                          STATION DESCRIPTION
 ME2752
 ME2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2752'THE STATION IS THE APEX OF THE VENT ATOP THE DOME SHAPED TOP OF
 ME2752'THE CYLINDRICAL WATER TANK WITH A HEMISPHERICAL BOTTOM,
 ME2752'SUPPORTED BY FOUR TUBULAR STEEL LEGS, PAINTED SILVER WITH BLACK
 ME2752'AND BLUE LETTERING (INMONT) ON THE EAST AND WEST FACES OF THE
 ME2752'TANK AND OWNED BY THE INMONT COMPANY.  THE TANK HAS AN OVERALL
 ME2752'HEIGHT OF ABOUT 140 FEET.
 ME2752'
 ME2752'LOCATED AT 3030 WEST FIFTY-FIRST STREET IN THE SOUTHWEST
 ME2752'SECTION OF CHICAGO IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 ME2752'OF WEST FIFTY-FIRST STREET AND SOUTH ALBANY EXTENDED 0.1 MILE
 ME2752'NORTH OF WEST FIFTY-FIRST STREET, 40 FEET WEST OF THE CENTER
 ME2752'OF SOUTH ALBANY AND ON THE WEST CENTRAL GROUNDS OF THE INMONT
 ME2752'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2899 ***********************************************************************
 ME2899  DESIGNATION -  CHICAGO INTERCONTINENTAL TWR
 ME2899  PID         -  ME2899
 ME2899  STATE/COUNTY-  IL/COOK
 ME2899  USGS QUAD   -  LAKE CALUMET (1997)
 ME2899
 ME2899                         *CURRENT SURVEY CONTROL
 ME2899  ___________________________________________________________________
 ME2899* NAD 83(1997)-  41 41 39.41775(N)    087 36 31.94078(W)     ADJUSTED  
 ME2899* NAVD 88     -                                                        
 ME2899  ___________________________________________________________________
 ME2899  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 ME2899  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2899
 ME2899  HORZ ORDER  -  THIRD
 ME2899
 ME2899.The horizontal coordinates were established by classical geodetic methods
 ME2899.and adjusted by the National Geodetic Survey in October 1999..
 ME2899
 ME2899
 ME2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2899
 ME2899.The geoid height was determined by GEOID03.
 ME2899
 ME2899;                    North         East     Units Scale Factor Converg.
 ME2899;SPC IL E     -   558,400.952   360,307.255   MT  1.00001974   +0 28 54.8
 ME2899;SPC IL E     - 1,832,020.46  1,182,108.05   sFT  1.00001974   +0 28 54.8
 ME2899;UTM  16      - 4,616,012.761   449,333.881   MT  0.99963159   -0 24 18.0
 ME2899
 ME2899                          SUPERSEDED SURVEY CONTROL
 ME2899
 ME2899  NAD 83(1997)-  41 41 39.41787(N)    087 36 31.94095(W) AD(       ) 4
 ME2899  NAD 83(1997)-  41 41 39.42258(N)    087 36 31.94934(W) AD(       ) 4
 ME2899  NAD 83(1986)-  41 41 39.42282(N)    087 36 31.94894(W) AD(       ) 4
 ME2899  NAD 27      -  41 41 39.29832(N)    087 36 31.78214(W) AD(       ) 3
 ME2899
 ME2899.Superseded values are not recommended for survey control.
 ME2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2899.See file dsdata.txt to determine how the superseded data were derived.
 ME2899
 ME2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4933416013(NAD 83)
 ME2899_MARKER: 55 = TOWER
 ME2899
 ME2899  HISTORY     - Date     Condition        Report By
 ME2899  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2899
 ME2899                          STATION DESCRIPTION
 ME2899
 ME2899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2899'THE STATION IS THE BASE OF FLAG POLE ATOP THE CHICAGO
 ME2899'INTERCONTINENTAL STEEL CORPORATION TOWER.  IT IS A BROWN BRICK
 ME2899'BELL TOWER ATTACHED TO THE WEST SIDE OF BUILDING, AND IS
 ME2899'APPROXIMATELY 130 FEET HIGH.
 ME2899'
 ME2899'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE NORTHEAST
 ME2899'ANGLE OF THE INTERSECTION OF ONE-HUNDRED-ELEVENTH STREET
 ME2899'AND COTTAGE GROVE AVENUE, 0.1 MILE NORTH OF
 ME2899'ONE-HUNDRED-ELEVENTH
 ME2899'STREET AND 160 FEET EAST OF THE CENTERLINE OF COTTAGE
 ME2899'GROVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2859 ***********************************************************************
 ME2859  DESIGNATION -  CHICAGO IRVING PRES CH SPIRE
 ME2859  PID         -  ME2859
 ME2859  STATE/COUNTY-  IL/COOK
 ME2859  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2859
 ME2859                         *CURRENT SURVEY CONTROL
 ME2859  ___________________________________________________________________
 ME2859* NAD 83(1997)-  41 57 19.07158(N)    087 43 56.01883(W)     ADJUSTED  
 ME2859* NAVD 88     -                                                        
 ME2859  ___________________________________________________________________
 ME2859  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 ME2859  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2859
 ME2859  HORZ ORDER  -  THIRD
 ME2859
 ME2859.The horizontal coordinates were established by classical geodetic methods
 ME2859.and adjusted by the National Geodetic Survey in October 1999..
 ME2859
 ME2859
 ME2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2859
 ME2859.The geoid height was determined by GEOID03.
 ME2859
 ME2859;                    North         East     Units Scale Factor Converg.
 ME2859;SPC IL E     -   587,312.293   349,835.774   MT  1.00000555   +0 24 06.8
 ME2859;SPC IL E     - 1,926,873.75  1,147,752.87   sFT  1.00000555   +0 24 06.8
 ME2859;UTM  16      - 4,645,072.242   439,316.062   MT  0.99964531   -0 29 22.4
 ME2859
 ME2859                          SUPERSEDED SURVEY CONTROL
 ME2859
 ME2859  NAD 83(1997)-  41 57 19.07174(N)    087 43 56.01934(W) AD(       ) 4
 ME2859  NAD 83(1997)-  41 57 19.07440(N)    087 43 56.03288(W) AD(       ) 4
 ME2859  NAD 83(1986)-  41 57 19.07559(N)    087 43 56.03208(W) AD(       ) 4
 ME2859  NAD 27      -  41 57 18.96056(N)    087 43 55.82423(W) AD(       ) 3
 ME2859
 ME2859.Superseded values are not recommended for survey control.
 ME2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2859.See file dsdata.txt to determine how the superseded data were derived.
 ME2859
 ME2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3931645072(NAD 83)
 ME2859_MARKER: 90 = CHURCH SPIRE
 ME2859
 ME2859  HISTORY     - Date     Condition        Report By
 ME2859  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2859
 ME2859                          STATION DESCRIPTION
 ME2859
 ME2859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2859'THE STATION IS THE BASE OF THE CROSS ATOP OF THE BLACK
 ME2859'TILED SPIRE OF THE IRVING PARK PRESBYTERIAN CHURCH.  IT IS
 ME2859'GREY IN COLOR AND APPROXIMATELY 100 FEET HIGH.
 ME2859'
 ME2859'LOCATED IN THE NORTH SECTION OF CHICAGO IN THE SOUTHEAST ANGLE
 ME2859'OF THE INTERSECTION OF NORTH KEELER AVENUE AND WEST BELLEPLAINE
 ME2859'AVENUE.  THE SPIRE IS ATOP OF THE BELL TOWER LOCATED AT
 ME2859'THE NORTHWEST CORNER OF THE CHURCH BUILDING, 75 FEET EAST
 ME2859'OF THE CENTERLINE OF KEELER AVENUE AND 40 FEET SOUTH OF THE
 ME2859'CENTERLINE OF BELLE PLAINE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1330 ***********************************************************************
 MF1330  DESIGNATION -  CHICAGO KANSAS CITY AWY BCN 38
 MF1330  PID         -  MF1330
 MF1330  STATE/COUNTY-  IL/WILL
 MF1330  USGS QUAD   -  ROMEOVILLE (1993)
 MF1330
 MF1330                         *CURRENT SURVEY CONTROL
 MF1330  ___________________________________________________________________
 MF1330* NAD 83(1997)-  41 42 30.12768(N)    088 04 58.64309(W)     ADJUSTED  
 MF1330* NAVD 88     -                                                        
 MF1330  ___________________________________________________________________
 MF1330  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 MF1330  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MF1330
 MF1330  HORZ ORDER  -  THIRD
 MF1330
 MF1330.The horizontal coordinates were established by classical geodetic methods
 MF1330.and adjusted by the National Geodetic Survey in October 1999..
 MF1330
 MF1330
 MF1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1330
 MF1330.The geoid height was determined by GEOID03.
 MF1330
 MF1330;                    North         East     Units Scale Factor Converg.
 MF1330;SPC IL E     -   559,742.102   320,837.851   MT  0.99998034   +0 09 59.7
 MF1330;SPC IL E     - 1,836,420.55  1,052,615.52   sFT  0.99998034   +0 09 59.7
 MF1330;UTM  16      - 4,617,964.122   409,903.155   MT  0.99969989   -0 43 14.1
 MF1330
 MF1330                          SUPERSEDED SURVEY CONTROL
 MF1330
 MF1330  NAD 83(1997)-  41 42 30.12780(N)    088 04 58.64378(W) AD(       ) 4
 MF1330  NAD 83(1986)-  41 42 30.13056(N)    088 04 58.65286(W) AD(       ) 4
 MF1330  NAD 27      -  41 42 30.02800(N)    088 04 58.42800(W) AD(       ) 3
 MF1330
 MF1330.Superseded values are not recommended for survey control.
 MF1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1330.See file dsdata.txt to determine how the superseded data were derived.
 MF1330
 MF1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0990317964(NAD 83)
 MF1330_MARKER: 22 = AIRWAY BEACON
 MF1330
 MF1330  HISTORY     - Date     Condition        Report By
 MF1330  HISTORY     - 1944     FIRST OBSERVED   CGS
 MF1330  HISTORY     - 1956     GOOD             CGS
 MF1330
 MF1330                          STATION DESCRIPTION
 MF1330
 MF1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1330'STATION IS LOCATED ABOUT 5 MILES SSE OF THE CITY OF NAPERVILLE.
 MF1330'IT IS ON THE N SIDE OF A GRAVELED ROAD, 0.75 MILE W OF STATE
 MF1330'HIGHWAY 53.
 MF1330'
 MF1330'THE BEACON IS A STANDARD REVOLVING TYPE WITH TWO RED LIGHTS
 MF1330'SHOWING ALONG THE COURSE.  IT IS NUMBER 38 OF RED AIRWAY
 MF1330'12 BETWEEN KANSAS CITY AND CHICAGO.  THE RED COURSE LIGHTS
 MF1330'FLASH IN AIRWAY-CHARACTERISTIC SIGNALS THE NUMBER EIGHT.
 MF1330'
 MF1330'THE POINT SIGHTED WAS THE REVOLVING LIGHT.
 MF1330
 MF1330                          STATION RECOVERY (1956)
 MF1330
 MF1330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1330'THIS STATION WAS SEARCHED FOR USING THE OBSERVED ANGLE AT
 MF1330'STATION NAPER 1944.  A CAREFUL CHECK FAILED TO SHOW A BEACON
 MF1330'IN THIS AREA SO THE STATION SHOULD PROBABLY BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3011 ***********************************************************************
 ME3011  DESIGNATION -  CHICAGO KANSAS CITY AWY BCN 39
 ME3011  PID         -  ME3011
 ME3011  STATE/COUNTY-  IL/COOK
 ME3011  USGS QUAD   -  SAG BRIDGE (1997)
 ME3011
 ME3011                         *CURRENT SURVEY CONTROL
 ME3011  ___________________________________________________________________
 ME3011* NAD 83(1997)-  41 44 51.77626(N)    087 54 54.49030(W)     ADJUSTED  
 ME3011* NAVD 88     -                                                        
 ME3011  ___________________________________________________________________
 ME3011  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 ME3011  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME3011
 ME3011  HORZ ORDER  -  THIRD
 ME3011
 ME3011.The horizontal coordinates were established by classical geodetic methods
 ME3011.and adjusted by the National Geodetic Survey in October 1999..
 ME3011
 ME3011
 ME3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3011
 ME3011.The geoid height was determined by GEOID03.
 ME3011
 ME3011;                    North         East     Units Scale Factor Converg.
 ME3011;SPC IL E     -   564,166.399   334,783.637   MT  0.99998988   +0 16 42.5
 ME3011;SPC IL E     - 1,850,935.93  1,098,369.32   sFT  0.99998988   +0 16 42.5
 ME3011;UTM  16      - 4,622,170.619   423,911.599   MT  0.99967124   -0 36 33.7
 ME3011
 ME3011                          SUPERSEDED SURVEY CONTROL
 ME3011
 ME3011  NAD 83(1997)-  41 44 51.77643(N)    087 54 54.49080(W) AD(       ) 4
 ME3011  NAD 83(1997)-  41 44 51.78015(N)    087 54 54.49810(W) AD(       ) 4
 ME3011  NAD 83(1986)-  41 44 51.78048(N)    087 54 54.49798(W) AD(       ) 4
 ME3011  NAD 27      -  41 44 51.67200(N)    087 54 54.28500(W) AD(       ) 3
 ME3011
 ME3011.Superseded values are not recommended for survey control.
 ME3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3011.See file dsdata.txt to determine how the superseded data were derived.
 ME3011
 ME3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2391222171(NAD 83)
 ME3011_MARKER: 21 = AIRPORT BEACON
 ME3011
 ME3011  HISTORY     - Date     Condition        Report By
 ME3011  HISTORY     - 1944     FIRST OBSERVED   CGS
 ME3011  HISTORY     - 1956     GOOD             CGS
 ME3011  HISTORY     - 20050329 MARK NOT FOUND   GEOCAC
 ME3011
 ME3011                          STATION DESCRIPTION
 ME3011
 ME3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 ME3011'STATION IS LOCATED ABOUT 3.5 MILES S OF HINSDALE.  IT IS ON THE E
 ME3011'SIDE OF COUNTY
 ME3011'LINE ROAD AND 0.6 MILE S OF U.S. HIGHWAY 66.
 ME3011'
 ME3011'THE BEACON IS A STANDARD REVOLVING TYPE WITH TWO RED LIGHTS
 ME3011'SHOWING ALONG
 ME3011'THE COURSE.  IT IS NUMBER 39 OF RED AIRWAY 12 BETWEEN
 ME3011'KANSAS CITY AND CHICAGO.  THE
 ME3011'RED COURSE LIGHTS FLASH IN
 ME3011'AIRWAY-CHARACTERISTIC SIGNALS THE NUMBER NINE.
 ME3011'
 ME3011'THE POINT SIGHTED WAS THE REVOLVING LIGHT.
 ME3011
 ME3011                          STATION RECOVERY (1956)
 ME3011
 ME3011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3011'THIS STATION WAS SEARCHED FOR USING THE OBSERVED ANGLE AT STATION
 ME3011'NAPER 1944.  A CAREFUL CHECK
 ME3011'FAILED TO SHOW A BEACON IN THIS AREA SO THE STATION SHOULD PROBABLY
 ME3011'BE CONSIDERED LOST.
 ME3011
 ME3011                          STATION RECOVERY (2005)
 ME3011
 ME3011'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME3011'A GATED COMMUNITY IS NOW AT THE SITE OF THESE COORDINATES.  UNSURE OF
 ME3011'WHEN THIS COMMUNITY WAS DEVELOPED, BUT IT USED TO BE A
 ME3011'LIGHT-VEGETATION FIELD.  MARK SHOULD PROBABLY BE CONSIDERED DESTROYED.
 ME3011' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2860 ***********************************************************************
 ME2860  DESIGNATION -  CHICAGO KIL BAR RAD MAST
 ME2860  PID         -  ME2860
 ME2860  STATE/COUNTY-  IL/COOK
 ME2860  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2860
 ME2860                         *CURRENT SURVEY CONTROL
 ME2860  ___________________________________________________________________
 ME2860* NAD 83(1997)-  41 57 49.35279(N)    087 43 58.96553(W)     ADJUSTED  
 ME2860* NAVD 88     -                                                        
 ME2860  ___________________________________________________________________
 ME2860  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ME2860  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME2860
 ME2860  HORZ ORDER  -  THIRD
 ME2860
 ME2860.The horizontal coordinates were established by classical geodetic methods
 ME2860.and adjusted by the National Geodetic Survey in October 1999..
 ME2860
 ME2860
 ME2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2860
 ME2860.The geoid height was determined by GEOID03.
 ME2860
 ME2860;                    North         East     Units Scale Factor Converg.
 ME2860;SPC IL E     -   588,246.080   349,761.367   MT  1.00000546   +0 24 05.0
 ME2860;SPC IL E     - 1,929,937.35  1,147,508.75   sFT  1.00000546   +0 24 05.0
 ME2860;UTM  16      - 4,646,006.737   439,256.214   MT  0.99964540   -0 29 24.6
 ME2860
 ME2860                          SUPERSEDED SURVEY CONTROL
 ME2860
 ME2860  NAD 83(1997)-  41 57 49.35295(N)    087 43 58.96605(W) AD(       ) 4
 ME2860  NAD 83(1997)-  41 57 49.35558(N)    087 43 58.97980(W) AD(       ) 4
 ME2860  NAD 83(1986)-  41 57 49.35679(N)    087 43 58.97900(W) AD(       ) 4
 ME2860  NAD 27      -  41 57 49.24259(N)    087 43 58.76984(W) AD(       ) 3
 ME2860
 ME2860.Superseded values are not recommended for survey control.
 ME2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2860.See file dsdata.txt to determine how the superseded data were derived.
 ME2860
 ME2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3925646007(NAD 83)
 ME2860_MARKER: 42 = RADIO/TV MAST
 ME2860
 ME2860  HISTORY     - Date     Condition        Report By
 ME2860  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2860
 ME2860                          STATION DESCRIPTION
 ME2860
 ME2860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2860'THE STATION IS THE POLE ANTENNA OF THE KIL-BAR ELECTRIC
 ME2860'COMPANY, 4545 N. ELSTON AVENUE.  THE ANTENNA IS A GREY METAL
 ME2860'SKELETON STEEL TOWER SUPPORTED BY 3 TUBULAR, TRUSS-WORK LEGS
 ME2860'AND APPROXIMATELY 125 FEET HIGH,.
 ME2860'
 ME2860'LOCATED IN THE NORTH SECTION OF CHICAGO IN THE SOUTHEAST ANGLE
 ME2860'OF THE INTERSECTION OF NORTH ELSTON AVENUE AND NORTH KENNICOTT
 ME2860'AVENUE, AT
 ME2860'THE CENTRAL PART OF THE TAN BRICK BUILDING, 135 FEET NORTHEAST
 ME2860'OF THE CENTERLINE OF NORTH ELSTON AVENUE AND 100 FEET SOUTHEAST
 ME2860'OF THE CENTERLINE OF NORTH KEEICOTT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2855 ***********************************************************************
 ME2855  DESIGNATION -  CHICAGO LADY OF MERCY CH SPIRE
 ME2855  PID         -  ME2855
 ME2855  STATE/COUNTY-  IL/COOK
 ME2855  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2855
 ME2855                         *CURRENT SURVEY CONTROL
 ME2855  ___________________________________________________________________
 ME2855* NAD 83(1997)-  41 57 43.88921(N)    087 42 26.29665(W)     ADJUSTED  
 ME2855* NAVD 88     -                                                        
 ME2855  ___________________________________________________________________
 ME2855  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ME2855  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2855
 ME2855  HORZ ORDER  -  THIRD
 ME2855
 ME2855.The horizontal coordinates were established by classical geodetic methods
 ME2855.and adjusted by the National Geodetic Survey in October 1999..
 ME2855
 ME2855
 ME2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2855
 ME2855.The geoid height was determined by GEOID03.
 ME2855
 ME2855;                    North         East     Units Scale Factor Converg.
 ME2855;SPC IL E     -   588,092.783   351,896.461   MT  1.00000813   +0 25 06.9
 ME2855;SPC IL E     - 1,929,434.41  1,154,513.64   sFT  1.00000813   +0 25 06.9
 ME2855;UTM  16      - 4,645,820.304   441,387.890   MT  0.99964227   -0 28 22.6
 ME2855
 ME2855                          SUPERSEDED SURVEY CONTROL
 ME2855
 ME2855  NAD 83(1997)-  41 57 43.88938(N)    087 42 26.29716(W) AD(       ) 4
 ME2855  NAD 83(1997)-  41 57 43.89239(N)    087 42 26.31091(W) AD(       ) 4
 ME2855  NAD 83(1986)-  41 57 43.89354(N)    087 42 26.31006(W) AD(       ) 4
 ME2855  NAD 27      -  41 57 43.77806(N)    087 42 26.10436(W) AD(       ) 3
 ME2855
 ME2855.Superseded values are not recommended for survey control.
 ME2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2855.See file dsdata.txt to determine how the superseded data were derived.
 ME2855
 ME2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4138845820(NAD 83)
 ME2855_MARKER: 90 = CHURCH SPIRE
 ME2855
 ME2855  HISTORY     - Date     Condition        Report By
 ME2855  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2855
 ME2855                          STATION DESCRIPTION
 ME2855
 ME2855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2855'THE STATION IS THE BALL AT THE BASE OF THE CROSS ATOP
 ME2855'THE NORTH ONE OF TWO IDENTICAL SPIRES OF THE CONCRETE
 ME2855'BLOCK TOWER OF OUR LADY OF MERCY CATHOLIC CHURCH, 4432
 ME2855'NORTH TROY.  THE SPIRE IS SILVER IN COLOR AND APPROXIMATELY
 ME2855'130 FEET HIGH.
 ME2855'
 ME2855'LOCATED IN THE NORTH SECTION OF CHICAGO IN THE NORTHWEST
 ME2855'ANGLE OF THE INTERSECTION OF NORTH TROY AND WEST MONTROSE AVENUE.
 ME2855'THE TOWER IS LOCATED AT THE NORTHEAST CORNER OF THE CHURCH
 ME2855'BUILDING, 75 FEET WEST OF THE CENTERLINE OF NORTH TROY AVENUE AND
 ME2855'350 FEET NORTH OF THE CENTERLINE OF WEST MONTROSE AVENUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2854 ***********************************************************************
 ME2854  DESIGNATION -  CHICAGO LADY OF SORROWS SPIRE
 ME2854  PID         -  ME2854
 ME2854  STATE/COUNTY-  IL/COOK
 ME2854  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2854
 ME2854                         *CURRENT SURVEY CONTROL
 ME2854  ___________________________________________________________________
 ME2854* NAD 83(1997)-  41 52 37.67771(N)    087 42 13.93786(W)     ADJUSTED  
 ME2854* NAVD 88     -                                                        
 ME2854  ___________________________________________________________________
 ME2854  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 ME2854  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME2854
 ME2854  HORZ ORDER  -  THIRD
 ME2854
 ME2854.The horizontal coordinates were established by classical geodetic methods
 ME2854.and adjusted by the National Geodetic Survey in October 1999..
 ME2854
 ME2854
 ME2854.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2854
 ME2854.The geoid height was determined by GEOID03.
 ME2854
 ME2854;                    North         East     Units Scale Factor Converg.
 ME2854;SPC IL E     -   578,647.420   352,250.395   MT  1.00000858   +0 25 12.7
 ME2854;SPC IL E     - 1,898,445.74  1,155,674.84   sFT  1.00000858   +0 25 12.7
 ME2854;UTM  16      - 4,636,374.040   441,594.860   MT  0.99964197   -0 28 11.5
 ME2854
 ME2854                          SUPERSEDED SURVEY CONTROL
 ME2854
 ME2854  NAD 83(1997)-  41 52 37.67787(N)    087 42 13.93829(W) AD(       ) 4
 ME2854  NAD 83(1997)-  41 52 37.68119(N)    087 42 13.94990(W) AD(       ) 4
 ME2854  NAD 83(1986)-  41 52 37.68205(N)    087 42 13.94925(W) AD(       ) 4
 ME2854  NAD 27      -  41 52 37.56490(N)    087 42 13.75151(W) AD(       ) 3
 ME2854
 ME2854.Superseded values are not recommended for survey control.
 ME2854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2854.See file dsdata.txt to determine how the superseded data were derived.
 ME2854
 ME2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4159536374(NAD 83)
 ME2854_MARKER: 89 = SPIRE
 ME2854
 ME2854  HISTORY     - Date     Condition        Report By
 ME2854  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2854
 ME2854                          STATION DESCRIPTION
 ME2854
 ME2854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2854'THE STATION IS THE CENTER OF THE BALL AT THE BASE OF A GOLD
 ME2854'COLORED CROSS ATOP THE EAST RED TILE ROOFED SPIRE WHICH
 ME2854'SURMOUNTS A GREY STONE BELL TOWER OF THE BASILICA OUR LADY OF
 ME2854'SORROWS CATHOLIC CHURCH.  THE IDENTICAL SPIRES HAVE AN OVERALL
 ME2854'HEIGHT OF ABOUT 150 FEET.
 ME2854'
 ME2854'LOCATED IN THE CENTRAL SECTION OF CHICAGO IN THE SOUTHWEST
 ME2854'ANGLE ON THE INTERSECTION OF SOUTH ALBANY AVENUE AND WEST
 ME2854'JACKSON BOULEVARD, ON THE NORTHEAST CORNER OF THE CHURCH
 ME2854'BUILDING, 75 FEET SOUTH OF THE CENTER OF JACKSON BOULEVARD AND
 ME2854'75 FEET WEST OF THE CENTER OF SOUTH ALBANY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2965 ***********************************************************************
 ME2965  DESIGNATION -  CHICAGO LIBBYS TANK
 ME2965  PID         -  ME2965
 ME2965  STATE/COUNTY-  IL/COOK
 ME2965  USGS QUAD   -  BLUE ISLAND (1997)
 ME2965
 ME2965                         *CURRENT SURVEY CONTROL
 ME2965  ___________________________________________________________________
 ME2965* NAD 83(1997)-  41 40 39.54798(N)    087 39 55.32026(W)     ADJUSTED  
 ME2965* NAVD 88     -                                                        
 ME2965  ___________________________________________________________________
 ME2965  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 ME2965  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2965
 ME2965  HORZ ORDER  -  THIRD
 ME2965
 ME2965.The horizontal coordinates were established by classical geodetic methods
 ME2965.and adjusted by the National Geodetic Survey in October 1999..
 ME2965
 ME2965
 ME2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2965
 ME2965.The geoid height was determined by GEOID03.
 ME2965
 ME2965;                    North         East     Units Scale Factor Converg.
 ME2965;SPC IL E     -   556,515.869   355,618.721   MT  1.00001305   +0 26 39.0
 ME2965;SPC IL E     - 1,825,835.81  1,166,725.75   sFT  1.00001305   +0 26 39.0
 ME2965;UTM  16      - 4,614,201.156   444,618.535   MT  0.99963774   -0 26 32.8
 ME2965
 ME2965                          SUPERSEDED SURVEY CONTROL
 ME2965
 ME2965  NAD 83(1997)-  41 40 39.54805(N)    087 39 55.32047(W) AD(       ) 4
 ME2965  NAD 83(1997)-  41 40 39.55236(N)    087 39 55.32855(W) AD(       ) 4
 ME2965  NAD 83(1986)-  41 40 39.55269(N)    087 39 55.32823(W) AD(       ) 4
 ME2965  NAD 27      -  41 40 39.43034(N)    087 39 55.15281(W) AD(       ) 3
 ME2965
 ME2965.Superseded values are not recommended for survey control.
 ME2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2965.See file dsdata.txt to determine how the superseded data were derived.
 ME2965
 ME2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4461914201(NAD 83)
 ME2965_MARKER: 53 = ELEVATED TANK
 ME2965
 ME2965  HISTORY     - Date     Condition        Report By
 ME2965  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2965
 ME2965                          STATION DESCRIPTION
 ME2965
 ME2965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2965'THE STATION IS THE TOP CENTER OF THE CHICAGO LIBBYS COMPANY
 ME2965'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 ME2965'CONICAL SHAPED TOP, SUPPORTED BY A SINGULAR COLUMN, WHITE
 ME2965'IN COLOR, WITH THE NAME (LIBBYS, LIBBYS, LIBBYS) PAINTED
 ME2965'IN RED LETTERS ON THE TANK, AND IT IS APPROXIMATELY 125
 ME2965'FEET HIGH.
 ME2965'
 ME2965'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO, IN THE
 ME2965'NORTHWEST ANGLE OF THE INTERSECTION OF WEST
 ME2965'ONE-HUNDRED-NINETEENTH
 ME2965'STREET AND ASHLAND AVENUE, 0.2 MILE WEST OF
 ME2965'ASHLAND AVENUE, AND 45 FEET NORTH OF THE CENTERLINE OF
 ME2965'WEST ONE-HUNDRED-NINETEENTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2652 ***********************************************************************
 ME2652  DESIGNATION -  CHICAGO MICROWAVE KSC 22 TWR
 ME2652  PID         -  ME2652
 ME2652  STATE/COUNTY-  IL/COOK
 ME2652  USGS QUAD   -  JACKSON PARK (1993)
 ME2652
 ME2652                         *CURRENT SURVEY CONTROL
 ME2652  ___________________________________________________________________
 ME2652* NAD 83(1997)-  41 52 47.08504(N)    087 37 29.10879(W)     ADJUSTED  
 ME2652* NAVD 88     -                                                        
 ME2652  ___________________________________________________________________
 ME2652  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 ME2652  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2652
 ME2652  HORZ ORDER  -  THIRD
 ME2652
 ME2652.The horizontal coordinates were established by classical geodetic methods
 ME2652.and adjusted by the National Geodetic Survey in October 1999..
 ME2652
 ME2652
 ME2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2652
 ME2652.The geoid height was determined by GEOID03.
 ME2652
 ME2652;                    North         East     Units Scale Factor Converg.
 ME2652;SPC IL E     -   578,988.853   358,815.564   MT  1.00001755   +0 28 22.9
 ME2652;SPC IL E     - 1,899,565.93  1,177,214.06   sFT  1.00001755   +0 28 22.9
 ME2652;UTM  16      - 4,636,613.356   448,162.073   MT  0.99963307   -0 25 01.5
 ME2652
 ME2652                          SUPERSEDED SURVEY CONTROL
 ME2652
 ME2652  NAD 83(1997)-  41 52 47.08524(N)    087 37 29.10919(W) AD(       ) 4
 ME2652  NAD 83(1997)-  41 52 47.08949(N)    087 37 29.12091(W) AD(       ) 4
 ME2652  NAD 83(1986)-  41 52 47.09028(N)    087 37 29.12017(W) AD(       ) 4
 ME2652  NAD 27      -  41 52 46.97109(N)    087 37 28.93298(W) AD(       ) 3
 ME2652
 ME2652.Superseded values are not recommended for survey control.
 ME2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2652.See file dsdata.txt to determine how the superseded data were derived.
 ME2652
 ME2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4816236613(NAD 83)
 ME2652_MARKER: 45 = MICROWAVE TOWER
 ME2652
 ME2652  HISTORY     - Date     Condition        Report By
 ME2652  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2652  HISTORY     - 1987     GOOD             USPSQD
 ME2652  HISTORY     - 19891020 MARK NOT FOUND   USPSQD
 ME2652
 ME2652                          STATION DESCRIPTION
 ME2652
 ME2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2652'THE STATION IS THE CENTER OF THE TOP OF THE TOWER OF THE
 ME2652'TEXAS-ILLINOIS
 ME2652'NATURAL GAS PIPELINE COMPANY MICRO-WAVE RELAY STATION KSC 22 LOCATED
 ME2652'ON TOP OF THE PEOPLES GAS
 ME2652'BUILDING AT THE NORTHWEST CORNER OF THE INTERSECTION OF ADAMS
 ME2652'STREET AND SOUTH MICHIGAN AVENUE IN THE
 ME2652'DOWNTOWN SECTION OF CHICAGO.  IT IS A FOUR-LEGGED
 ME2652'STEEL TOWER PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 ME2652'WHITE ON TOP OF A GREY STONE
 ME2652'BUILDING.  THE OVER-ALL HEIGHT OF THE TOP OF THE TOWER, OBTAINED FROM
 ME2652'THE BUILDING MANAGER, IS 383
 ME2652'FEET.
 ME2652
 ME2652                          STATION RECOVERY (1987)
 ME2652
 ME2652'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2652'RECOVERED IN GOOD CONDITION.
 ME2652
 ME2652                          STATION RECOVERY (1989)
 ME2652
 ME2652'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3128 ***********************************************************************
 ME3128  DESIGNATION -  CHICAGO MIDDLE BASE USLS 1877
 ME3128  PID         -  ME3128
 ME3128  STATE/COUNTY-  IL/COOK
 ME3128  USGS QUAD   -  BERWYN (1993)
 ME3128
 ME3128                         *CURRENT SURVEY CONTROL
 ME3128  ___________________________________________________________________
 ME3128* NAD 83(1997)-  41 46 20.43937(N)    087 46 10.56015(W)     ADJUSTED  
 ME3128* NAVD 88     -       187.6    (meters)     615.     (feet)  VERTCON   
 ME3128  ___________________________________________________________________
 ME3128  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 ME3128  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME3128
 ME3128  HORZ ORDER  -  FIRST
 ME3128
 ME3128.The horizontal coordinates were established by classical geodetic methods
 ME3128.and adjusted by the National Geodetic Survey in October 1999..
 ME3128
 ME3128.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3128
 ME3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3128
 ME3128.The geoid height was determined by GEOID03.
 ME3128
 ME3128;                    North         East     Units Scale Factor Converg.
 ME3128;SPC IL E     -   566,970.884   346,870.752   MT  1.00000202   +0 22 32.0
 ME3128;SPC IL E     - 1,860,136.98  1,138,025.13   sFT  1.00000202   +0 22 32.0
 ME3128;UTM  16      - 4,624,786.556   436,036.663   MT  0.99965034   -0 30 45.7
 ME3128
 ME3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3128!SPC IL E     -   0.99997581  x   1.00000202  =   0.99997783
 ME3128!UTM  16      -   0.99997581  x   0.99965034  =   0.99962616
 ME3128
 ME3128:                Primary Azimuth Mark                     Grid Az
 ME3128:SPC IL E     -  WILLOW SPRINGS RESET                     233 10 44.1
 ME3128:UTM  16      -  WILLOW SPRINGS RESET                     234 04 01.8
 ME3128
 ME3128|---------------------------------------------------------------------|
 ME3128| PID    Reference Object                     Distance      Geod. Az  |
 ME3128|                                                           dddmmss.s |
 ME3128| ME2988 WILLOW SPRINGS RESET                APPROX. 8.5 KM 2333316.1 |
 ME3128|---------------------------------------------------------------------|
 ME3128
 ME3128                          SUPERSEDED SURVEY CONTROL
 ME3128
 ME3128  NAD 83(1997)-  41 46 20.43956(N)    087 46 10.56048(W) AD(       ) 1
 ME3128  NAD 83(1997)-  41 46 20.44371(N)    087 46 10.56794(W) AD(       ) 1
 ME3128  NAD 83(1986)-  41 46 20.44407(N)    087 46 10.56757(W) AD(       ) 1
 ME3128  NAD 27      -  41 46 20.32630(N)    087 46 10.36840(W) AD(       ) 1
 ME3128  NGVD 29 (07/19/86)  187.7    (m)          616.     (f) VERT ANG       
 ME3128
 ME3128.Superseded values are not recommended for survey control.
 ME3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3128.See file dsdata.txt to determine how the superseded data were derived.
 ME3128
 ME3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3603724787(NAD 83)
 ME3128_MARKER: Z = SEE DESCRIPTION
 ME3128_SETTING: 0 = UNSPECIFIED SETTING
 ME3128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3128
 ME3128  HISTORY     - Date     Condition        Report By
 ME3128  HISTORY     - 1877     MONUMENTED       USLS
 ME3128  HISTORY     - 1904     GOOD             USE
 ME3128
 ME3128                          STATION DESCRIPTION
 ME3128
 ME3128'DESCRIBED BY US LAKE SURVEY 1877
 ME3128'THIS STATION, NEAR THE MIDDLE OF THE CHICAGO BASE LINE, IS LOCATED
 ME3128'NEAR THE END OF THE 924TH TUBE
 ME3128'OF THE MEASUREMENT OF THE BASE FROM WEST BASE.
 ME3128'THE HEIGHT OF STATION USED WAS 6
 ME3128'FEET.  THE GEODETIC POINT IS
 ME3128'MARKED BY A BRASS CYLINDER LEADED INTO THE TOP OF A
 ME3128'LIMESTONE
 ME3128'BLOCK 2 FEET SQUARE AND 1 FOOT THICK, PLACED 3 FEET BELOW THE
 ME3128'SURFACE OF THE
 ME3128'GROUND.  THE HEIGHT OF GROUND AT THE STATION
 ME3128'ABOVE LAKE MICHIGAN IS 32.9 FEET.
 ME3128
 ME3128                          STATION RECOVERY (1904)
 ME3128
 ME3128'RECOVERY NOTE BY US ENGINEERS 1904
 ME3128'STATION IS NEAR THE MIDDLE OF THE CHICAGO BASE LINE OF THE
 ME3128'PRIMARY
 ME3128'TRIANGULATION OF THE UNITED STATES LAKE SURVEY OF 1877,
 ME3128'IS LOCATED NEAR THE END OF
 ME3128'THE NINE HUNDRED AND TWENTY-FOURTH TUBE
 ME3128'OF MEASUREMENT OF THE BASE FROM W BASE.  THE
 ME3128'HEIGHT OF STATION USED
 ME3128'WAS 6 FEET.  THE GEODETIC POINT IS MARKED BY A BRASS CYLINDER
 ME3128'LEADED INTO THE
 ME3128'TOP OF A LIMESTONE BLOCK 2 FEET SQUARE AND 1 FOOT THICK,
 ME3128'PLACED 3 FEET BELOW THE
 ME3128'SURFACE OF THE GROUND.  THE HEIGHT OF
 ME3128'GROUND AT THE STATION ABOVE LAKE MICHIGAN
 ME3128'IS 32.9 FEET.  SITUATED
 ME3128'ON PROPERTY OF THE CHICAGO UNION TRANSFER RAILWAY IN THE SW
 ME3128'1/4 NE 1/4 SEC.
 ME3128'20, T 38 N, R 13 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2789 ***********************************************************************
 ME2789  DESIGNATION -  CHICAGO MORRISON HOTEL RAD MST
 ME2789  PID         -  ME2789
 ME2789  STATE/COUNTY-  IL/COOK
 ME2789  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2789
 ME2789                         *CURRENT SURVEY CONTROL
 ME2789  ___________________________________________________________________
 ME2789* NAD 83(1997)-  41 52 53.55248(N)    087 37 50.23700(W)     ADJUSTED  
 ME2789* NAVD 88     -                                                        
 ME2789  ___________________________________________________________________
 ME2789  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 ME2789  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2789
 ME2789  HORZ ORDER  -  THIRD
 ME2789
 ME2789.The horizontal coordinates were established by classical geodetic methods
 ME2789.and adjusted by the National Geodetic Survey in October 1999..
 ME2789
 ME2789
 ME2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2789
 ME2789.The geoid height was determined by GEOID03.
 ME2789
 ME2789;                    North         East     Units Scale Factor Converg.
 ME2789;SPC IL E     -   579,184.385   358,326.777   MT  1.00001685   +0 28 08.9
 ME2789;SPC IL E     - 1,900,207.44  1,175,610.43   sFT  1.00001685   +0 28 08.9
 ME2789;UTM  16      - 4,636,816.380   447,676.569   MT  0.99963369   -0 25 15.6
 ME2789
 ME2789                          SUPERSEDED SURVEY CONTROL
 ME2789
 ME2789  NAD 83(1997)-  41 52 53.55268(N)    087 37 50.23741(W) AD(       ) 4
 ME2789  NAD 83(1997)-  41 52 53.55686(N)    087 37 50.24914(W) AD(       ) 4
 ME2789  NAD 83(1986)-  41 52 53.55763(N)    087 37 50.24828(W) AD(       ) 4
 ME2789  NAD 27      -  41 52 53.43629(N)    087 37 50.05903(W) AD(       ) 3
 ME2789
 ME2789.Superseded values are not recommended for survey control.
 ME2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2789.See file dsdata.txt to determine how the superseded data were derived.
 ME2789
 ME2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4767736816(NAD 83)
 ME2789_MARKER: 42 = RADIO/TV MAST
 ME2789
 ME2789  HISTORY     - Date     Condition        Report By
 ME2789  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2789  HISTORY     - 1967     GOOD             LOCSUR
 ME2789  HISTORY     - 19950414 MARK NOT FOUND   USPSQD
 ME2789
 ME2789                          STATION DESCRIPTION
 ME2789
 ME2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2789'THE STATION IS THE CENTER OF THE TOP OF A MAST ON TOP OF THE
 ME2789'MORRISON HOTEL
 ME2789'LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MADISON STREET
 ME2789'AND CLARK STREET IN THE DOWNTOWN
 ME2789'SECTION OF CHICAGO.  IT IS A SELF-SUPPORTING STEEL
 ME2789'MAST ON TOP OF A RED BRICK BUILDING AND IS
 ME2789'APPROXIMATELY 550 FEET HIGH.
 ME2789'
 ME2789'THIS MAST IS NO LONGER IN USE AND THE CALL LETTERS AND EXACT HEIGHT
 ME2789'COULD NOT BE DETERMINED.
 ME2789
 ME2789                          STATION RECOVERY (1967)
 ME2789
 ME2789'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (PK)
 ME2789'THE MORRISON HOTEL, ON WHICH STATION WAS LOCATED, WAS TORN DOWN IN
 ME2789'LATE 1966.  RECOVERED BY PAUL KUBECKA.
 ME2789
 ME2789                          STATION RECOVERY (1995)
 ME2789
 ME2789'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME2789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2743 ***********************************************************************
 ME2743  DESIGNATION -  CHICAGO NORTH AMERICAN TANK
 ME2743  PID         -  ME2743
 ME2743  STATE/COUNTY-  IL/COOK
 ME2743  USGS QUAD   -  ENGLEWOOD (1997)
 ME2743
 ME2743                         *CURRENT SURVEY CONTROL
 ME2743  ___________________________________________________________________
 ME2743* NAD 83(1997)-  41 51 48.34922(N)    087 40 44.86893(W)     ADJUSTED  
 ME2743* NAVD 88     -                                                        
 ME2743  ___________________________________________________________________
 ME2743  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 ME2743  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME2743
 ME2743  HORZ ORDER  -  THIRD
 ME2743
 ME2743.The horizontal coordinates were established by classical geodetic methods
 ME2743.and adjusted by the National Geodetic Survey in October 1999..
 ME2743
 ME2743
 ME2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2743
 ME2743.The geoid height was determined by GEOID03.
 ME2743
 ME2743;                    North         East     Units Scale Factor Converg.
 ME2743;SPC IL E     -   577,140.873   354,315.737   MT  1.00001129   +0 26 11.8
 ME2743;SPC IL E     - 1,893,503.01  1,162,450.88   sFT  1.00001129   +0 26 11.8
 ME2743;UTM  16      - 4,634,836.165   443,635.798   MT  0.99963909   -0 27 11.6
 ME2743
 ME2743                          SUPERSEDED SURVEY CONTROL
 ME2743
 ME2743  NAD 83(1997)-  41 51 48.34939(N)    087 40 44.86934(W) AD(       ) 4
 ME2743  NAD 83(1997)-  41 51 48.35306(N)    087 40 44.88071(W) AD(       ) 4
 ME2743  NAD 83(1986)-  41 51 48.35384(N)    087 40 44.88001(W) AD(       ) 4
 ME2743  NAD 27      -  41 51 48.23470(N)    087 40 44.68716(W) AD(       ) 3
 ME2743
 ME2743.Superseded values are not recommended for survey control.
 ME2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2743.See file dsdata.txt to determine how the superseded data were derived.
 ME2743
 ME2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4363634836(NAD 83)
 ME2743_MARKER: 53 = ELEVATED TANK
 ME2743
 ME2743  HISTORY     - Date     Condition        Report By
 ME2743  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2743
 ME2743                          STATION DESCRIPTION
 ME2743
 ME2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2743'THE STATION IS THE FINIAL OF A CYLINDRICAL WATER TANK WHICH HAS
 ME2743'A CONICAL SHAPED TOP AND A HEMISPHERICAL BOTTOM.  IT IS
 ME2743'SUPPORTED BY 4 TRUSS-WORK AND I-BEAM LEGS.  THE TANK IS BLUE
 ME2743'AND HAS WHITE LETTERING (NORTH AMERICAN ROCKWELL) ON THE NORTH
 ME2743'AND SOUTH FACE OF THE TANK.  IT IS OWNED BY NORTH AMERICAN
 ME2743'ROCKWELL, 2111 WEST HASTINGS.
 ME2743'
 ME2743'LOCATED ATOP THE WEST CENTRAL PART OF A BROWN BRICK FACTORY
 ME2743'BUILDING IN THE SOUTH CENTRAL SECTION OF CHICAGO, IN THE
 ME2743'SOUTHEAST ANGLE OF THE INTERSECTION OF WEST HASTINGS
 ME2743'AND SOUTH LEAVITT, 0.1 MILE EAST OF SOUTH LEAVITT AND 120 FEET
 ME2743'SOUTH OF THE CENTER OF WEST HASTINGS.  THE TANK HAS AN OVERALL
 ME2743'HEIGHT OF ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2820 ***********************************************************************
 ME2820  DESIGNATION -  CHICAGO NORTH SHORE CH SPIRE
 ME2820  PID         -  ME2820
 ME2820  STATE/COUNTY-  IL/COOK
 ME2820  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2820
 ME2820                         *CURRENT SURVEY CONTROL
 ME2820  ___________________________________________________________________
 ME2820* NAD 83(1997)-  41 58 39.61604(N)    087 39 45.42041(W)     ADJUSTED  
 ME2820* NAVD 88     -                                                        
 ME2820  ___________________________________________________________________
 ME2820  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 ME2820  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME2820
 ME2820  HORZ ORDER  -  THIRD
 ME2820
 ME2820.The horizontal coordinates were established by classical geodetic methods
 ME2820.and adjusted by the National Geodetic Survey in October 1999..
 ME2820
 ME2820
 ME2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2820
 ME2820.The geoid height was determined by GEOID03.
 ME2820
 ME2820;                    North         East     Units Scale Factor Converg.
 ME2820;SPC IL E     -   589,840.153   355,587.546   MT  1.00001301   +0 26 55.0
 ME2820;SPC IL E     - 1,935,167.24  1,166,623.47   sFT  1.00001301   +0 26 55.0
 ME2820;UTM  16      - 4,647,509.395   445,104.343   MT  0.99963708   -0 26 35.5
 ME2820
 ME2820                          SUPERSEDED SURVEY CONTROL
 ME2820
 ME2820  NAD 83(1997)-  41 58 39.61624(N)    087 39 45.42093(W) AD(       ) 4
 ME2820  NAD 83(1997)-  41 58 39.61986(N)    087 39 45.43514(W) AD(       ) 4
 ME2820  NAD 83(1986)-  41 58 39.62097(N)    087 39 45.43413(W) AD(       ) 4
 ME2820  NAD 27      -  41 58 39.50336(N)    087 39 45.23288(W) AD(       ) 3
 ME2820
 ME2820.Superseded values are not recommended for survey control.
 ME2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2820.See file dsdata.txt to determine how the superseded data were derived.
 ME2820
 ME2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4510447509(NAD 83)
 ME2820_MARKER: 89 = SPIRE
 ME2820
 ME2820  HISTORY     - Date     Condition        Report By
 ME2820  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2820  HISTORY     - 19961026 GOOD             USPSQD
 ME2820
 ME2820                          STATION DESCRIPTION
 ME2820
 ME2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2820'THE STATION IS THE BASE OF THE HEART SHAPED ORNAMENT
 ME2820'ATOP THE SPIRE OF THE NORTH SHORE BAPTIST CHURCH, 5244
 ME2820'NORTH LAKEWOOD AVENUE THE SPIRE IS GREEN IN COLOR AND ATOP
 ME2820'THE TAN BRICK BELL TOWER APPROXIMATELY 130 FEET HIGH.
 ME2820'
 ME2820'LOCATED IN THE NORTHEAST SECTION OF CHICAGO IN THE SOUTHWEST
 ME2820'ANGLE OF THE INTERSECTION OF NORTH LAKEWOOD AVENUE AND WEST BERWYN
 ME2820'AVENUE THE TOWER IS AT THE EAST CENTRAL PART OF THE BUILDING, 70
 ME2820'FEET WEST OF THE CENTERLINE OF LAKEWOOD AVENUE AND 165 FEET
 ME2820'SOUTH OF THE CENTERLINE OF BERWYN AVENUE.
 ME2820
 ME2820                          STATION RECOVERY (1996)
 ME2820
 ME2820'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2847 ***********************************************************************
 ME2847  DESIGNATION -  CHICAGO NORTHWEST STANDPIPE
 ME2847  PID         -  ME2847
 ME2847  STATE/COUNTY-  IL/COOK
 ME2847  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2847
 ME2847                         *CURRENT SURVEY CONTROL
 ME2847  ___________________________________________________________________
 ME2847* NAD 83(1997)-  41 53 43.52639(N)    087 42 02.48111(W)     ADJUSTED  
 ME2847* NAVD 88     -                                                        
 ME2847  ___________________________________________________________________
 ME2847  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 ME2847  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2847
 ME2847  HORZ ORDER  -  THIRD
 ME2847
 ME2847.The horizontal coordinates were established by classical geodetic methods
 ME2847.and adjusted by the National Geodetic Survey in October 1999..
 ME2847
 ME2847
 ME2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2847
 ME2847.The geoid height was determined by GEOID03.
 ME2847
 ME2847;                    North         East     Units Scale Factor Converg.
 ME2847;SPC IL E     -   580,680.959   352,499.586   MT  1.00000890   +0 25 20.9
 ME2847;SPC IL E     - 1,905,117.45  1,156,492.39   sFT  1.00000890   +0 25 20.9
 ME2847;UTM  16      - 4,638,402.718   441,875.512   MT  0.99964157   -0 28 04.5
 ME2847
 ME2847                          SUPERSEDED SURVEY CONTROL
 ME2847
 ME2847  NAD 83(1997)-  41 53 43.52656(N)    087 42 02.48155(W) AD(       ) 4
 ME2847  NAD 83(1997)-  41 53 43.52987(N)    087 42 02.49362(W) AD(       ) 4
 ME2847  NAD 83(1986)-  41 53 43.53081(N)    087 42 02.49292(W) AD(       ) 4
 ME2847  NAD 27      -  41 53 43.41341(N)    087 42 02.29442(W) AD(       ) 3
 ME2847
 ME2847.Superseded values are not recommended for survey control.
 ME2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2847.See file dsdata.txt to determine how the superseded data were derived.
 ME2847
 ME2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4187638403(NAD 83)
 ME2847_MARKER: 52 = STANDPIPE TANK
 ME2847
 ME2847  HISTORY     - Date     Condition        Report By
 ME2847  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2847
 ME2847                          STATION DESCRIPTION
 ME2847
 ME2847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2847'THE STATION IS THE TOP CENTER OF THE CHICAGO AND NORTHWESTERN
 ME2847'RAILROAD WATER STANDPIPE.  THE STANDPIPE HAS A CYLINDRICAL
 ME2847'BODY, IS TAN IN COLOR AND APPROXIMATELY 245 FEET HIGH.
 ME2847'
 ME2847'LOCATED IN THE CENTRAL SECTION OF CHICAGO IN THE SOUTHWEST
 ME2847'ANGLE OF THE INTERSECTION OF WEST CHICAGO AVENUE AND WEST GRAND
 ME2847'AVENUE, APPROXIMATELY 500 FEET SOUTH-SOUTHWEST OF THE CENTER
 ME2847'POINT OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2791 ***********************************************************************
 ME2791  DESIGNATION -  CHICAGO OLSON RUG CO TANK
 ME2791  PID         -  ME2791
 ME2791  STATE/COUNTY-  IL/COOK
 ME2791  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2791
 ME2791                         *CURRENT SURVEY CONTROL
 ME2791  ___________________________________________________________________
 ME2791* NAD 83(1997)-  41 55 56.54719(N)    087 43 50.16900(W)     ADJUSTED  
 ME2791* NAVD 88     -                                                        
 ME2791  ___________________________________________________________________
 ME2791  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 ME2791  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2791
 ME2791  HORZ ORDER  -  THIRD
 ME2791
 ME2791.The horizontal coordinates were established by classical geodetic methods
 ME2791.and adjusted by the National Geodetic Survey in October 1999..
 ME2791
 ME2791
 ME2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2791
 ME2791.The geoid height was determined by GEOID03.
 ME2791
 ME2791;                    North         East     Units Scale Factor Converg.
 ME2791;SPC IL E     -   584,767.131   349,988.397   MT  1.00000574   +0 24 10.0
 ME2791;SPC IL E     - 1,918,523.50  1,148,253.60   sFT  1.00000574   +0 24 10.0
 ME2791;UTM  16      - 4,642,525.931   439,429.038   MT  0.99964514   -0 29 17.7
 ME2791
 ME2791                          SUPERSEDED SURVEY CONTROL
 ME2791
 ME2791  NAD 83(1997)-  41 55 56.54734(N)    087 43 50.16949(W) AD(       ) 4
 ME2791  NAD 83(1997)-  41 55 56.55004(N)    087 43 50.18253(W) AD(       ) 4
 ME2791  NAD 83(1986)-  41 55 56.55112(N)    087 43 50.18187(W) AD(       ) 4
 ME2791  NAD 27      -  41 55 56.43528(N)    087 43 49.97450(W) AD(       ) 3
 ME2791
 ME2791.Superseded values are not recommended for survey control.
 ME2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2791.See file dsdata.txt to determine how the superseded data were derived.
 ME2791
 ME2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3942942526(NAD 83)
 ME2791_MARKER: 53 = ELEVATED TANK
 ME2791
 ME2791  HISTORY     - Date     Condition        Report By
 ME2791  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2791  HISTORY     - 1977     GOOD             NGS
 ME2791  HISTORY     - 1987     GOOD             USPSQD
 ME2791  HISTORY     - 1989     GOOD             USPSQD
 ME2791  HISTORY     - 19970905 GOOD             USPSQD
 ME2791
 ME2791                          STATION DESCRIPTION
 ME2791
 ME2791'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2791'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME2791'OLSON RUG COMPANY
 ME2791'LOCATED AT THE NORTHWEST CORNER OF DIVERSY STREET AND PULASKI ROAD IN
 ME2791'THE NORTHWEST-CENTRAL SECTION OF
 ME2791'CHICAGO.  IT IS A STEEL TANK SUPPORTED BY A SQUARE, RED
 ME2791'BRICK TOWER ON THE WEST WING OF THE FACTORY
 ME2791'BUILDING.  THE HEIGHT IS ABOUT 150 FEET, AND
 ME2791'THE TANK IS PAINTED SILVER.
 ME2791
 ME2791                          STATION RECOVERY (1977)
 ME2791
 ME2791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2791'THE STATION IS THE TOP AND CENTER OF THE STEEL WATER TANK
 ME2791'SUPPORTED BY A RED BRICK, WINDOWED TOWER WITH LARGE PIPES
 ME2791'RUNNING ALONG SIDES OF TANK OF THE MARSHALL FIELD AND COMPANY
 ME2791'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME
 ME2791'SHAPED TOP AND IS DARK GREEN IN COLOR AND APPROXIMATELY
 ME2791'150 FEET HIGH.
 ME2791'
 ME2791'LOCATED IN THE NORTHWEST CENTRAL SECTION OF CHICAGO IN THE
 ME2791'NORTHWEST ANGLE OF THE INTERSECTION OF WEST DIVERSEY AVENUE
 ME2791'AND NORTH PULASKI ROAD.  THE RED BRICK TOWER IS LOCATED ON
 ME2791'THE WEST WING OF THE FACTORY.
 ME2791
 ME2791                          STATION RECOVERY (1987)
 ME2791
 ME2791'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2791'RECOVERED IN GOOD CONDITION.
 ME2791
 ME2791                          STATION RECOVERY (1989)
 ME2791
 ME2791'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2791'RECOVERED IN GOOD CONDITION.
 ME2791
 ME2791                          STATION RECOVERY (1997)
 ME2791
 ME2791'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2901 ***********************************************************************
 ME2901  DESIGNATION -  CHICAGO OWENS ILLINOIS TANK
 ME2901  PID         -  ME2901
 ME2901  STATE/COUNTY-  IL/COOK
 ME2901  USGS QUAD   -  LAKE CALUMET (1997)
 ME2901
 ME2901                         *CURRENT SURVEY CONTROL
 ME2901  ___________________________________________________________________
 ME2901* NAD 83(1997)-  41 38 55.97110(N)    087 36 41.68607(W)     ADJUSTED  
 ME2901* NAVD 88     -                                                        
 ME2901  ___________________________________________________________________
 ME2901  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 ME2901  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME2901
 ME2901  HORZ ORDER  -  THIRD
 ME2901
 ME2901.The horizontal coordinates were established by classical geodetic methods
 ME2901.and adjusted by the National Geodetic Survey in October 1999..
 ME2901
 ME2901
 ME2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2901
 ME2901.The geoid height was determined by GEOID03.
 ME2901
 ME2901;                    North         East     Units Scale Factor Converg.
 ME2901;SPC IL E     -   553,356.497   360,124.144   MT  1.00001947   +0 28 46.8
 ME2901;SPC IL E     - 1,815,470.44  1,181,507.30   sFT  1.00001947   +0 28 46.8
 ME2901;UTM  16      - 4,610,973.697   449,072.847   MT  0.99963192   -0 24 23.2
 ME2901
 ME2901                          SUPERSEDED SURVEY CONTROL
 ME2901
 ME2901  NAD 83(1997)-  41 38 55.97115(N)    087 36 41.68618(W) AD(       ) 4
 ME2901  NAD 83(1997)-  41 38 55.97586(N)    087 36 41.69396(W) AD(       ) 4
 ME2901  NAD 83(1986)-  41 38 55.97602(N)    087 36 41.69377(W) AD(       ) 4
 ME2901  NAD 27      -  41 38 55.85299(N)    087 36 41.53142(W) AD(       ) 3
 ME2901
 ME2901.Superseded values are not recommended for survey control.
 ME2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2901.See file dsdata.txt to determine how the superseded data were derived.
 ME2901
 ME2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4907310974(NAD 83)
 ME2901_MARKER: 53 = ELEVATED TANK
 ME2901
 ME2901  HISTORY     - Date     Condition        Report By
 ME2901  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2901
 ME2901                          STATION DESCRIPTION
 ME2901
 ME2901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2901'THE STATION IS THE APEX OF VENT OF THE CHICAGO OWENS ILLINOIS
 ME2901'FOREST PRODUCTS WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 ME2901'WITH A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED
 ME2901'BY FOUR TUBULAR LEGS, BLUE IN COLOR WITH THE NAME (OWENS
 ME2901'ILLINOIS) PAINTED IN WHITE LETTERS, AND IS APPROXIMATELY
 ME2901'120 FEET HIGH.
 ME2901'
 ME2901'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, 0.3 MILE NORTH OF
 ME2901'EAST ONE-HUNDRED-THIRTY-EIGHTH STREET, NEAR THE SOUTH BANK
 ME2901'OF THE LITTLE CALUMET RIVER, AND AT THE NORTHWEST CORNER OF
 ME2901'THE PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2656 ***********************************************************************
 ME2656  DESIGNATION -  CHICAGO PALMOLIVE BLDG BEACON
 ME2656  PID         -  ME2656
 ME2656  STATE/COUNTY-  IL/COOK
 ME2656  USGS QUAD   -  JACKSON PARK (1993)
 ME2656
 ME2656                         *CURRENT SURVEY CONTROL
 ME2656  ___________________________________________________________________
 ME2656* NAD 83(1997)-  41 53 59.20879(N)    087 37 24.73375(W)     ADJUSTED  
 ME2656* NAVD 88     -                                                        
 ME2656  ___________________________________________________________________
 ME2656  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2656  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2656
 ME2656  HORZ ORDER  -  THIRD
 ME2656
 ME2656.The horizontal coordinates were established by classical geodetic methods
 ME2656.and adjusted by the National Geodetic Survey in October 1999..
 ME2656
 ME2656
 ME2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2656
 ME2656.The geoid height was determined by GEOID03.
 ME2656
 ME2656;                    North         East     Units Scale Factor Converg.
 ME2656;SPC IL E     -   581,214.891   358,898.032   MT  1.00001767   +0 28 26.5
 ME2656;SPC IL E     - 1,906,869.19  1,177,484.63   sFT  1.00001767   +0 28 26.5
 ME2656;UTM  16      - 4,638,836.988   448,279.074   MT  0.99963292   -0 24 59.1
 ME2656
 ME2656                          SUPERSEDED SURVEY CONTROL
 ME2656
 ME2656  NAD 83(1997)-  41 53 59.20899(N)    087 37 24.73420(W) AD(       ) 4
 ME2656  NAD 83(1997)-  41 53 59.21330(N)    087 37 24.74640(W) AD(       ) 4
 ME2656  NAD 83(1986)-  41 53 59.21202(N)    087 37 24.74783(W) AD(       ) 4
 ME2656  NAD 27      -  41 53 59.09099(N)    087 37 24.55836(W) AD(       ) 3
 ME2656
 ME2656.Superseded values are not recommended for survey control.
 ME2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2656.See file dsdata.txt to determine how the superseded data were derived.
 ME2656
 ME2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4827938837(NAD 83)
 ME2656
 ME2656  HISTORY     - Date     Condition        Report By
 ME2656  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2656  HISTORY     - 1959     GOOD             CGS
 ME2656  HISTORY     - 1963     GOOD             USGS
 ME2656  HISTORY     - 1965     GOOD             CGS
 ME2656  HISTORY     - 1970     GOOD             NGS
 ME2656  HISTORY     - 1987     GOOD             USPSQD
 ME2656  HISTORY     - 1989     GOOD             USPSQD
 ME2656  HISTORY     - 19941013 GOOD             USPSQD
 ME2656
 ME2656                          STATION DESCRIPTION
 ME2656
 ME2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2656'THE STATION IS THE CENTER OF A REVOLVING WHITE LIGHT AT THE
 ME2656'TOP OF A STONE
 ME2656'COLUMN ON TOP OF THE PALMOLIVE BUILDING AT THE SOUTHEAST CORNER OF
 ME2656'NORTH MICHIGAN AVENUE AND EAST
 ME2656'WALTON STREET IN DOWNTOWN CHICAGO.  IT IS A GREY STONE BUILDING
 ME2656'468 FEET HIGH AND THE STONE COLUMN IS 87
 ME2656'FEET HIGH MAKING THE OVER-ALL HEIGHT OF THE
 ME2656'BEACON 555 FEET ABOVE THE GROUND.  THIS HEIGHT WAS OBTAINED
 ME2656'FROM THE BUILDING MANAGER.
 ME2656
 ME2656                          STATION RECOVERY (1959)
 ME2656
 ME2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 ME2656'RECOVERED AS DESCRIBED.  A PHONE CONVERSATION WITH THE BUILDING
 ME2656'MANAGER REVEALED
 ME2656'THAT THERE HAD BEEN NO CHANGE IN THE BEACON SINCE 1956.
 ME2656
 ME2656                          STATION RECOVERY (1963)
 ME2656
 ME2656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ME2656'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2656
 ME2656                          STATION RECOVERY (1965)
 ME2656
 ME2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 ME2656'RECOVERED AS DESCRIBED AND FOUND TO BE IN
 ME2656'GOOD CONDITION.
 ME2656
 ME2656                          STATION RECOVERY (1970)
 ME2656
 ME2656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PK)
 ME2656'NAME OF BUILDING IS NOW PLAYBOY BUILDING. RECOVERDE BY PAUL KUBECKA.
 ME2656
 ME2656                          STATION RECOVERY (1987)
 ME2656
 ME2656'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2656'RECOVERED IN GOOD CONDITION.
 ME2656
 ME2656                          STATION RECOVERY (1989)
 ME2656
 ME2656'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2656'RECOVERED IN GOOD CONDITION.
 ME2656
 ME2656                          STATION RECOVERY (1994)
 ME2656
 ME2656'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2719 ***********************************************************************
 ME2719  DESIGNATION -  CHICAGO PEOP GAS CO 1 STOR TK
 ME2719  PID         -  ME2719
 ME2719  STATE/COUNTY-  IL/COOK
 ME2719  USGS QUAD   -  ENGLEWOOD (1997)
 ME2719
 ME2719                         *CURRENT SURVEY CONTROL
 ME2719  ___________________________________________________________________
 ME2719* NAD 83(1997)-  41 50 48.17914(N)    087 39 28.52631(W)     ADJUSTED  
 ME2719* NAVD 88     -                                                        
 ME2719  ___________________________________________________________________
 ME2719  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 ME2719  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2719
 ME2719  HORZ ORDER  -  THIRD
 ME2719
 ME2719.The horizontal coordinates were established by classical geodetic methods
 ME2719.and adjusted by the National Geodetic Survey in October 1999..
 ME2719
 ME2719
 ME2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2719
 ME2719.The geoid height was determined by GEOID03.
 ME2719
 ME2719;                    North         East     Units Scale Factor Converg.
 ME2719;SPC IL E     -   575,298.118   356,091.017   MT  1.00001370   +0 27 02.2
 ME2719;SPC IL E     - 1,887,457.24  1,168,275.28   sFT  1.00001370   +0 27 02.2
 ME2719;UTM  16      - 4,632,966.767   445,381.597   MT  0.99963671   -0 26 20.2
 ME2719
 ME2719                          SUPERSEDED SURVEY CONTROL
 ME2719
 ME2719  NAD 83(1997)-  41 50 48.17932(N)    087 39 28.52670(W) AD(       ) 4
 ME2719  NAD 83(1997)-  41 50 48.18339(N)    087 39 28.53773(W) AD(       ) 4
 ME2719  NAD 83(1986)-  41 50 48.18421(N)    087 39 28.53700(W) AD(       ) 4
 ME2719  NAD 27      -  41 50 48.06265(N)    087 39 28.34834(W) AD(       ) 3
 ME2719
 ME2719.Superseded values are not recommended for survey control.
 ME2719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2719.See file dsdata.txt to determine how the superseded data were derived.
 ME2719
 ME2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4538232967(NAD 83)
 ME2719_MARKER: 53 = ELEVATED TANK
 ME2719
 ME2719  HISTORY     - Date     Condition        Report By
 ME2719  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2719  HISTORY     - 1959     GOOD             CGS
 ME2719  HISTORY     - 1972     GOOD             LOCSUR
 ME2719  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2719
 ME2719                          STATION DESCRIPTION
 ME2719
 ME2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2719'THE STATION IS A RED LIGHT ON A SMALL STEEL TOWER AT THE
 ME2719'CENTER OF THE TOP
 ME2719'OF THE STORAGE TANK OF PEOPLES GAS, LIGHT AND COKE COMPANY LOCATED
 ME2719'AT THE SOUTHWEST CORNER OF THE
 ME2719'INTERSECTION OF THROOP STREET AND 25TH STREET AT THE
 ME2719'SOUTHWEST EDGE OF DOWNTOWN CHICAGO.  IT IS A
 ME2719'STEEL TANK 219 FEET IN DIAMETER AND 365
 ME2719'FEET HIGH AND IS PAINTED GREEN WITH A RED AND WHITE CHECKERED
 ME2719'TOP.
 ME2719
 ME2719                          STATION RECOVERY (1959)
 ME2719
 ME2719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 ME2719'THE ORIGINAL DESCRIPTION SHOULD BE CHANGED TO READ LOCATED AT THE
 ME2719'NORTHWEST CORNER
 ME2719'OF THE INTERSECTION OF THROOP STREET AND 25TH STREET.
 ME2719'THERE HAS BEEN NO CHANGES IN THE
 ME2719'POSITION OF THE LIGHT SINCE 1956.
 ME2719
 ME2719                          STATION RECOVERY (1972)
 ME2719
 ME2719'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (PK)
 ME2719'THIS STORAGE TANK HAS BEEN DISMANTLED.  STATION IS LOST.
 ME2719'RECOVERED BY PAUL KUBECKA.
 ME2719
 ME2719                          STATION RECOVERY (1989)
 ME2719
 ME2719'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2790 ***********************************************************************
 ME2790  DESIGNATION -  CHICAGO PEOP GAS CO 2 TK BCN
 ME2790  PID         -  ME2790
 ME2790  STATE/COUNTY-  IL/COOK
 ME2790  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2790
 ME2790                         *CURRENT SURVEY CONTROL
 ME2790  ___________________________________________________________________
 ME2790* NAD 83(1997)-  41 54 04.32504(N)    087 39 26.34751(W)     ADJUSTED  
 ME2790* NAVD 88     -                                                        
 ME2790  ___________________________________________________________________
 ME2790  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ME2790  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME2790
 ME2790  HORZ ORDER  -  THIRD
 ME2790
 ME2790.The horizontal coordinates were established by classical geodetic methods
 ME2790.and adjusted by the National Geodetic Survey in October 1999..
 ME2790
 ME2790
 ME2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2790
 ME2790.The geoid height was determined by GEOID03.
 ME2790
 ME2790;                    North         East     Units Scale Factor Converg.
 ME2790;SPC IL E     -   581,350.100   356,093.617   MT  1.00001370   +0 27 05.4
 ME2790;SPC IL E     - 1,907,312.79  1,168,283.81   sFT  1.00001370   +0 27 05.4
 ME2790;UTM  16      - 4,639,015.697   445,478.167   MT  0.99963658   -0 26 20.4
 ME2790
 ME2790                          SUPERSEDED SURVEY CONTROL
 ME2790
 ME2790  NAD 83(1997)-  41 54 04.32523(N)    087 39 26.34795(W) AD(       ) 4
 ME2790  NAD 83(1997)-  41 54 04.32865(N)    087 39 26.35981(W) AD(       ) 4
 ME2790  NAD 83(1986)-  41 54 04.32957(N)    087 39 26.35908(W) AD(       ) 4
 ME2790  NAD 27      -  41 54 04.21087(N)    087 39 26.16605(W) AD(       ) 3
 ME2790
 ME2790.Superseded values are not recommended for survey control.
 ME2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2790.See file dsdata.txt to determine how the superseded data were derived.
 ME2790
 ME2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4547839016(NAD 83)
 ME2790_MARKER: 53 = ELEVATED TANK
 ME2790
 ME2790  HISTORY     - Date     Condition        Report By
 ME2790  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2790  HISTORY     - 1959     GOOD             CGS
 ME2790  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2790
 ME2790                          STATION DESCRIPTION
 ME2790
 ME2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2790'THE STATION IS A RED BEACON ON A MAST ON THE CENTER OF THE
 ME2790'TOP OF THE STORAGE
 ME2790'TANK OF THE PEOPLES GAS, LIGHT AND COKE COMPANY LOCATED AT THE
 ME2790'NORTHWEST CORNER OF THE INTERSECTION
 ME2790'OF CORTEZ AVENUE AND ELSTON AVENUE IN THE NORTH-CENTRAL
 ME2790'SECTION OF CHICAGO.  IT IS A STEEL TANK ABOUT 218 FEET
 ME2790'IN DIAMETER AND 336
 ME2790'FEET HIGH AND IS PAINTED GREEN WITH AN ORANGE AND WHITE CHECKERED
 ME2790'TOP.  THE MAST IS A
 ME2790'SELF-SUPPORTING STEEL STRUCTURE 58 FEET HIGH AND PAINTED IN ALTERNATE
 ME2790'SECTIONS OF ORANGE AND WHITE.  THE
 ME2790'OVER-ALL HEIGHT OF THE BEACON IS 394 FEET ABOVE THE GROUND.
 ME2790
 ME2790                          STATION RECOVERY (1959)
 ME2790
 ME2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 ME2790'RECOVERED AS DESCRIBED.  NO CHANGE IN LIGHT SINCE 1956.
 ME2790
 ME2790                          STATION RECOVERY (1989)
 ME2790
 ME2790'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2865 ***********************************************************************
 ME2865  DESIGNATION -  CHICAGO PEOPLES GAS RAD TWR
 ME2865  PID         -  ME2865
 ME2865  STATE/COUNTY-  IL/COOK
 ME2865  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2865
 ME2865                         *CURRENT SURVEY CONTROL
 ME2865  ___________________________________________________________________
 ME2865* NAD 83(1997)-  41 57 10.57054(N)    087 44 38.53097(W)     ADJUSTED  
 ME2865* NAVD 88     -                                                        
 ME2865  ___________________________________________________________________
 ME2865  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 ME2865  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2865
 ME2865  HORZ ORDER  -  THIRD
 ME2865
 ME2865.The horizontal coordinates were established by classical geodetic methods
 ME2865.and adjusted by the National Geodetic Survey in October 1999..
 ME2865
 ME2865
 ME2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2865
 ME2865.The geoid height was determined by GEOID03.
 ME2865
 ME2865;                    North         East     Units Scale Factor Converg.
 ME2865;SPC IL E     -   587,043.212   348,858.533   MT  1.00000436   +0 23 38.3
 ME2865;SPC IL E     - 1,925,990.94  1,144,546.70   sFT  1.00000436   +0 23 38.3
 ME2865;UTM  16      - 4,644,818.488   438,335.105   MT  0.99964679   -0 29 50.7
 ME2865
 ME2865                          SUPERSEDED SURVEY CONTROL
 ME2865
 ME2865  NAD 83(1997)-  41 57 10.57069(N)    087 44 38.53148(W) AD(       ) 4
 ME2865  NAD 83(1997)-  41 57 10.57326(N)    087 44 38.54494(W) AD(       ) 4
 ME2865  NAD 83(1986)-  41 57 10.57442(N)    087 44 38.54419(W) AD(       ) 4
 ME2865  NAD 27      -  41 57 10.45922(N)    087 44 38.33387(W) AD(       ) 3
 ME2865
 ME2865.Superseded values are not recommended for survey control.
 ME2865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2865.See file dsdata.txt to determine how the superseded data were derived.
 ME2865
 ME2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3833544818(NAD 83)
 ME2865_MARKER: 43 = RADIO/TV TOWER
 ME2865
 ME2865  HISTORY     - Date     Condition        Report By
 ME2865  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2865  HISTORY     - 19970909 GOOD             USPSQD
 ME2865
 ME2865                          STATION DESCRIPTION
 ME2865
 ME2865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2865'THE STATION IS THE POLE ANTENNA OF THE PEOPLES GAS AND
 ME2865'COKE CO., 4839 WEST IRVING PARK ROAD.  THE TOWER IS A SKELETON
 ME2865'STEEL TOWER SUPPORTED BY 3 TUBULAR, TRUSS-WORK LEGS.  IT IS
 ME2865'GREY METAL AND APPROXIMATELY 120 FEET HIGH.
 ME2865'
 ME2865'LOCATED IN THE NORTH SECTION OF CHICAGO IN THE SOUTHEAST
 ME2865'ANGLE OF THE INTERSECTION OF WEST IRVING PARK ROAD AND NORTH
 ME2865'KILPATRICK AVENUE.  THE TOWER IS AT THE EAST SIDE OF THE
 ME2865'BROWN BRICK BUILDING, 190 FEET SOUTH OF THE CENTERLINE OF
 ME2865'IRVING PARK ROAD AND 135 FEET EAST OF THE CENTERLINE OF NORTH
 ME2865'KILPATRICK AVENUE.
 ME2865
 ME2865                          STATION RECOVERY (1997)
 ME2865
 ME2865'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2863 ***********************************************************************
 ME2863  DESIGNATION -  CHICAGO PLAYSKOOL TANK
 ME2863  PID         -  ME2863
 ME2863  STATE/COUNTY-  IL/COOK
 ME2863  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2863
 ME2863                         *CURRENT SURVEY CONTROL
 ME2863  ___________________________________________________________________
 ME2863* NAD 83(1997)-  41 53 48.40803(N)    087 44 23.69141(W)     ADJUSTED  
 ME2863* NAVD 88     -                                                        
 ME2863  ___________________________________________________________________
 ME2863  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 ME2863  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2863
 ME2863  HORZ ORDER  -  THIRD
 ME2863
 ME2863.The horizontal coordinates were established by classical geodetic methods
 ME2863.and adjusted by the National Geodetic Survey in October 1999..
 ME2863
 ME2863
 ME2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2863
 ME2863.The geoid height was determined by GEOID03.
 ME2863
 ME2863;                    North         East     Units Scale Factor Converg.
 ME2863;SPC IL E     -   580,808.312   349,243.461   MT  1.00000483   +0 23 46.6
 ME2863;SPC IL E     - 1,905,535.27  1,145,809.59   sFT  1.00000483   +0 23 46.6
 ME2863;UTM  16      - 4,638,580.591   438,622.941   MT  0.99964635   -0 29 38.8
 ME2863
 ME2863                          SUPERSEDED SURVEY CONTROL
 ME2863
 ME2863  NAD 83(1997)-  41 53 48.40817(N)    087 44 23.69186(W) AD(       ) 4
 ME2863  NAD 83(1997)-  41 53 48.41087(N)    087 44 23.70385(W) AD(       ) 4
 ME2863  NAD 83(1986)-  41 53 48.41190(N)    087 44 23.70326(W) AD(       ) 4
 ME2863  NAD 27      -  41 53 48.29587(N)    087 44 23.49842(W) AD(       ) 3
 ME2863
 ME2863.Superseded values are not recommended for survey control.
 ME2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2863.See file dsdata.txt to determine how the superseded data were derived.
 ME2863
 ME2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3862338581(NAD 83)
 ME2863_MARKER: 53 = ELEVATED TANK
 ME2863
 ME2863  HISTORY     - Date     Condition        Report By
 ME2863  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2863  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 ME2863
 ME2863                          STATION DESCRIPTION
 ME2863
 ME2863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2863'THE STATION IS THE APEX OF VENT OF THE CHICAGO MILTON BRADLEY
 ME2863'COMPANY PLAYSKOOL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 ME2863'WITH A CONICAL SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED
 ME2863'BY 4 I-BEAM LEGS.  IT IS WHITE IN COLOR AND APPROXIMATELY 140
 ME2863'FEET HIGH.
 ME2863'
 ME2863'LOCATED IN THE CENTRAL SECTION OF CHICAGO IN THE NORTHWEST
 ME2863'ANGLE OF THE INTERSECTION OF WEST CHICAGO AVENUE AND NORTH
 ME2863'KILBOURN.  IT IS 0.15 MILE NORTHWEST OF THE INTERSECTION.
 ME2863
 ME2863                          STATION RECOVERY (1997)
 ME2863
 ME2863'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2748 ***********************************************************************
 ME2748  DESIGNATION -  CHICAGO POLICE RAD TWR
 ME2748  PID         -  ME2748
 ME2748  STATE/COUNTY-  IL/COOK
 ME2748  USGS QUAD   -  ENGLEWOOD (1997)
 ME2748
 ME2748                         *CURRENT SURVEY CONTROL
 ME2748  ___________________________________________________________________
 ME2748* NAD 83(1997)-  41 49 20.81291(N)    087 41 43.06617(W)     ADJUSTED  
 ME2748* NAVD 88     -                                                        
 ME2748  ___________________________________________________________________
 ME2748  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 ME2748  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2748
 ME2748  HORZ ORDER  -  THIRD
 ME2748
 ME2748.The horizontal coordinates were established by classical geodetic methods
 ME2748.and adjusted by the National Geodetic Survey in October 1999..
 ME2748
 ME2748
 ME2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2748
 ME2748.The geoid height was determined by GEOID03.
 ME2748
 ME2748;                    North         East     Units Scale Factor Converg.
 ME2748;SPC IL E     -   572,578.940   353,007.359   MT  1.00000956   +0 25 31.7
 ME2748;SPC IL E     - 1,878,536.07  1,158,158.31   sFT  1.00000956   +0 25 31.7
 ME2748;UTM  16      - 4,630,296.774   442,257.271   MT  0.99964103   -0 27 49.2
 ME2748
 ME2748                          SUPERSEDED SURVEY CONTROL
 ME2748
 ME2748  NAD 83(1997)-  41 49 20.81306(N)    087 41 43.06654(W) AD(       ) 4
 ME2748  NAD 83(1997)-  41 49 20.81667(N)    087 41 43.07704(W) AD(       ) 4
 ME2748  NAD 83(1986)-  41 49 20.81731(N)    087 41 43.07638(W) AD(       ) 4
 ME2748  NAD 27      -  41 49 20.69818(N)    087 41 42.88386(W) AD(       ) 3
 ME2748
 ME2748.Superseded values are not recommended for survey control.
 ME2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2748.See file dsdata.txt to determine how the superseded data were derived.
 ME2748
 ME2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4225730297(NAD 83)
 ME2748_MARKER: 43 = RADIO/TV TOWER
 ME2748
 ME2748  HISTORY     - Date     Condition        Report By
 ME2748  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2748  HISTORY     - 19970805 GOOD             USPSQD
 ME2748
 ME2748                          STATION DESCRIPTION
 ME2748
 ME2748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2748'THE STATION IS THE RED LIGHT AT THE TOP CENTER OF THE CHICAGO
 ME2748'POLICE DEPARTMENT THIRD AREA RADIO RELAY KRM 715 TOWER
 ME2748'CONSTRUCTED OF ANGLE IRON TRUSS WORK HAVING THREE LEGS AND IS
 ME2748'SELF SUPPORTING, PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 ME2748'WHITE AND IS ABOUT 200 FEET IN OVERALL HEIGHT.
 ME2748'
 ME2748'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO IN THE SOUTHWEST
 ME2748'ANGLE OF THE INTERSECTION OF SOUTH CALIFORNIA AVENUE AND WEST
 ME2748'PERSHING ROAD, 165 FEET WEST OF THE CENTER OF SOUTH CALIFORNIA
 ME2748'AVENUE, 120 FEET SOUTH OF THE CENTER OF WEST PERSHING ROAD AND
 ME2748'NEAR THE SOUTHWEST CORNER OF THE POLICE BUILDING.
 ME2748
 ME2748                          STATION RECOVERY (1997)
 ME2748
 ME2748'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2729 ***********************************************************************
 ME2729  DESIGNATION -  CHICAGO PRODUCE CORP STACK
 ME2729  PID         -  ME2729
 ME2729  STATE/COUNTY-  IL/COOK
 ME2729  USGS QUAD   -  ENGLEWOOD (1997)
 ME2729
 ME2729                         *CURRENT SURVEY CONTROL
 ME2729  ___________________________________________________________________
 ME2729* NAD 83(1997)-  41 49 22.90461(N)    087 39 02.21735(W)     ADJUSTED  
 ME2729* NAVD 88     -                                                        
 ME2729  ___________________________________________________________________
 ME2729  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 ME2729  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2729
 ME2729  HORZ ORDER  -  THIRD
 ME2729
 ME2729.The horizontal coordinates were established by classical geodetic methods
 ME2729.and adjusted by the National Geodetic Survey in October 1999..
 ME2729
 ME2729
 ME2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2729
 ME2729.The geoid height was determined by GEOID03.
 ME2729
 ME2729;                    North         East     Units Scale Factor Converg.
 ME2729;SPC IL E     -   572,672.003   356,718.844   MT  1.00001457   +0 27 19.0
 ME2729;SPC IL E     - 1,878,841.40  1,170,335.07   sFT  1.00001457   +0 27 19.0
 ME2729;UTM  16      - 4,630,332.220   445,968.367   MT  0.99963592   -0 26 01.9
 ME2729
 ME2729                          SUPERSEDED SURVEY CONTROL
 ME2729
 ME2729  NAD 83(1997)-  41 49 22.90479(N)    087 39 02.21771(W) AD(       ) 4
 ME2729  NAD 83(1997)-  41 49 22.90889(N)    087 39 02.22832(W) AD(       ) 4
 ME2729  NAD 83(1986)-  41 49 22.90949(N)    087 39 02.22769(W) AD(       ) 4
 ME2729  NAD 27      -  41 49 22.78895(N)    087 39 02.04169(W) AD(       ) 3
 ME2729
 ME2729.Superseded values are not recommended for survey control.
 ME2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2729.See file dsdata.txt to determine how the superseded data were derived.
 ME2729
 ME2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4596830332(NAD 83)
 ME2729_MARKER: 63 = STACK
 ME2729
 ME2729  HISTORY     - Date     Condition        Report By
 ME2729  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2729
 ME2729                          STATION DESCRIPTION
 ME2729
 ME2729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2729'THE STATION IS THE TOP CENTER OF THE PRODUCE TERMINAL
 ME2729'CORPORATION STACK WHICH IS CONSTRUCTED OF BROWN BRICK AND HAS
 ME2729'AN OVERALL HEIGHT OF ABOUT 270 FEET.
 ME2729'
 ME2729'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO IN THE
 ME2729'SOUTHEAST ANGLE OF THE INTERSECTION OF WEST PERSHING ROAD AND
 ME2729'SOUTH MORGAN STREET, 135 FEET SOUTH OF THE CENTER OF WEST
 ME2729'PERSHING ROAD, 45 FEET EAST OF THE CENTER OF SOUTH MORGAN
 ME2729'STREET AND ON THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2792 ***********************************************************************
 ME2792  DESIGNATION -  CHICAGO PURE OIL CO BLDG DOME
 ME2792  PID         -  ME2792
 ME2792  STATE/COUNTY-  IL/COOK
 ME2792  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2792
 ME2792                         *CURRENT SURVEY CONTROL
 ME2792  ___________________________________________________________________
 ME2792* NAD 83(1997)-  41 53 11.46043(N)    087 37 36.41531(W)     ADJUSTED  
 ME2792* NAVD 88     -                                                        
 ME2792  ___________________________________________________________________
 ME2792  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 ME2792  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2792
 ME2792  HORZ ORDER  -  THIRD
 ME2792
 ME2792.The horizontal coordinates were established by classical geodetic methods
 ME2792.and adjusted by the National Geodetic Survey in October 1999..
 ME2792
 ME2792
 ME2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2792
 ME2792.The geoid height was determined by GEOID03.
 ME2792
 ME2792;                    North         East     Units Scale Factor Converg.
 ME2792;SPC IL E     -   579,739.507   358,640.906   MT  1.00001730   +0 28 18.3
 ME2792;SPC IL E     - 1,902,028.70  1,176,641.04   sFT  1.00001730   +0 28 18.3
 ME2792;UTM  16      - 4,637,366.344   447,999.161   MT  0.99963327   -0 25 06.5
 ME2792
 ME2792                          SUPERSEDED SURVEY CONTROL
 ME2792
 ME2792  NAD 83(1997)-  41 53 11.46064(N)    087 37 36.41573(W) AD(       ) 4
 ME2792  NAD 83(1997)-  41 53 11.46493(N)    087 37 36.42761(W) AD(       ) 4
 ME2792  NAD 83(1986)-  41 53 11.46569(N)    087 37 36.42686(W) AD(       ) 4
 ME2792  NAD 27      -  41 53 11.34425(N)    087 37 36.23729(W) AD(       ) 3
 ME2792
 ME2792.Superseded values are not recommended for survey control.
 ME2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2792.See file dsdata.txt to determine how the superseded data were derived.
 ME2792
 ME2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4799937366(NAD 83)
 ME2792_MARKER: 87 = DOME
 ME2792
 ME2792  HISTORY     - Date     Condition        Report By
 ME2792  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2792  HISTORY     - 1987     GOOD             USPSQD
 ME2792  HISTORY     - 1989     GOOD             USPSQD
 ME2792  HISTORY     - 20060223 GOOD             GEOCAC
 ME2792
 ME2792                          STATION DESCRIPTION
 ME2792
 ME2792'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2792'THE STATION IS THE CENTER OF THE TOP OF THE DOME FORMING THE
 ME2792'TOP OF THE PURE
 ME2792'OIL COMPANY BUILDING LOCATED AT THE SOUTHWEST CORNER OF THE
 ME2792'INTERSECTION OF WACKER DRIVE AND
 ME2792'WABASH AVENUE IN DOWNTOWN CHICAGO.  IT IS A TAN STONE BUILDING AND A
 ME2792'TAN STONE DOME AND THE HEIGHT,
 ME2792'OBTAINED FROM THE BUILDING MANAGER,IS 550 FEET.
 ME2792
 ME2792                          STATION RECOVERY (1987)
 ME2792
 ME2792'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2792'RECOVERED IN GOOD CONDITION.
 ME2792
 ME2792                          STATION RECOVERY (1989)
 ME2792
 ME2792'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2792'RECOVERED IN GOOD CONDITION.
 ME2792
 ME2792                          STATION RECOVERY (2006)
 ME2792
 ME2792'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 ME2792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2839 ***********************************************************************
 ME2839  DESIGNATION -  CHICAGO QUEEN ANGELS CH SPIRE
 ME2839  PID         -  ME2839
 ME2839  STATE/COUNTY-  IL/COOK
 ME2839  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2839
 ME2839                         *CURRENT SURVEY CONTROL
 ME2839  ___________________________________________________________________
 ME2839* NAD 83(1997)-  41 57 47.93799(N)    087 41 16.59683(W)     ADJUSTED  
 ME2839* NAVD 88     -                                                        
 ME2839  ___________________________________________________________________
 ME2839  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ME2839  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2839
 ME2839  HORZ ORDER  -  THIRD
 ME2839
 ME2839.The horizontal coordinates were established by classical geodetic methods
 ME2839.and adjusted by the National Geodetic Survey in October 1999..
 ME2839
 ME2839
 ME2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2839
 ME2839.The geoid height was determined by GEOID03.
 ME2839
 ME2839;                    North         East     Units Scale Factor Converg.
 ME2839;SPC IL E     -   588,229.607   353,500.518   MT  1.00001021   +0 25 53.6
 ME2839;SPC IL E     - 1,929,883.30  1,159,776.28   sFT  1.00001021   +0 25 53.6
 ME2839;UTM  16      - 4,645,932.111   442,993.292   MT  0.99963999   -0 27 36.0
 ME2839
 ME2839                          SUPERSEDED SURVEY CONTROL
 ME2839
 ME2839  NAD 83(1997)-  41 57 47.93817(N)    087 41 16.59733(W) AD(       ) 4
 ME2839  NAD 83(1997)-  41 57 47.94147(N)    087 41 16.61114(W) AD(       ) 4
 ME2839  NAD 83(1986)-  41 57 47.94259(N)    087 41 16.61025(W) AD(       ) 4
 ME2839  NAD 27      -  41 57 47.82616(N)    087 41 16.40673(W) AD(       ) 3
 ME2839
 ME2839.Superseded values are not recommended for survey control.
 ME2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2839.See file dsdata.txt to determine how the superseded data were derived.
 ME2839
 ME2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4299345932(NAD 83)
 ME2839_MARKER: 90 = CHURCH SPIRE
 ME2839
 ME2839  HISTORY     - Date     Condition        Report By
 ME2839  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2839
 ME2839                          STATION DESCRIPTION
 ME2839
 ME2839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2839'THE STATION IS THE BASE OF THE QUEEN OF ANGELS
 ME2839'CATHOLIC CHURCH, AT 2330 WEST SUNNYSIDE AVENUE.  IT IS A GRAY
 ME2839'METAL SPIRE ATOP OF CONCRETE BELL TOWER, APPROXIMATELY
 ME2839'125 FEET HIGH.
 ME2839'
 ME2839'LOCATED IN THE NORTH SECTION OF CHICAGO IN THE NORTHWEST ANGLE
 ME2839'OF THE INTERSECTION OF WEST SUNNYSIDE AVENUE AND NORTH CLAREMONT
 ME2839'AVENUE.  IT IS 65 FEET NORTH OF THE CENTERLINE OF WEST SUNNYSIDE
 ME2839'AVENUE AND 110 FEET WEST OF THE CENTERLINE OF NORTH CLAREMONT
 ME2839'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2866 ***********************************************************************
 ME2866  DESIGNATION -  CHICAGO QUEEN ST CH SPIRE
 ME2866  PID         -  ME2866
 ME2866  STATE/COUNTY-  IL/COOK
 ME2866  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2866
 ME2866                         *CURRENT SURVEY CONTROL
 ME2866  ___________________________________________________________________
 ME2866* NAD 83(1997)-  41 59 43.31465(N)    087 44 40.52077(W)     ADJUSTED  
 ME2866* NAVD 88     -                                                        
 ME2866  ___________________________________________________________________
 ME2866  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ME2866  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME2866
 ME2866  HORZ ORDER  -  THIRD
 ME2866
 ME2866.The horizontal coordinates were established by classical geodetic methods
 ME2866.and adjusted by the National Geodetic Survey in October 1999..
 ME2866
 ME2866
 ME2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2866
 ME2866.The geoid height was determined by GEOID03.
 ME2866
 ME2866;                    North         East     Units Scale Factor Converg.
 ME2866;SPC IL E     -   591,755.504   348,780.319   MT  1.00000427   +0 23 38.1
 ME2866;SPC IL E     - 1,941,451.18  1,144,290.10   sFT  1.00000427   +0 23 38.1
 ME2866;UTM  16      - 4,649,529.741   438,330.242   MT  0.99964680   -0 29 53.5
 ME2866
 ME2866                          SUPERSEDED SURVEY CONTROL
 ME2866
 ME2866  NAD 83(1997)-  41 59 43.31481(N)    087 44 40.52132(W) AD(       ) 4
 ME2866  NAD 83(1997)-  41 59 43.31720(N)    087 44 40.53587(W) AD(       ) 4
 ME2866  NAD 83(1986)-  41 59 43.31853(N)    087 44 40.53498(W) AD(       ) 4
 ME2866  NAD 27      -  41 59 43.20513(N)    087 44 40.32107(W) AD(       ) 3
 ME2866
 ME2866.Superseded values are not recommended for survey control.
 ME2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2866.See file dsdata.txt to determine how the superseded data were derived.
 ME2866
 ME2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3833049530(NAD 83)
 ME2866_MARKER: 90 = CHURCH SPIRE
 ME2866
 ME2866  HISTORY     - Date     Condition        Report By
 ME2866  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2866  HISTORY     - 19961026 GOOD             USPSQD
 ME2866
 ME2866                          STATION DESCRIPTION
 ME2866
 ME2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2866'THE STATION IS THE BALL AT THE BASE OF THE CROSS OF
 ME2866'QUEEN OF ALL SAINTS CATHOLIC CHURCH AT 6280 NORTH SAUGANASH.  THE
 ME2866'BALL AT THE BASE OF THE CROSS IS ON THE SPIRE ATOP A TAN BRICK
 ME2866'BELL TOWER.  THE SPIRE IS GREY METAL IN COLOR AND APPROXIMATELY
 ME2866'135 FEET HIGH.
 ME2866'
 ME2866'LOCATED IN THE NORTHWEST SECTION OF CHICAGO IN THE SOUTHEAST
 ME2866'ANGLE OF THE INTERSECTION OF NORTH KEENE AVENUE AND WEST
 ME2866'SAUQANASH, ATTACHED AT THE NORTHEAST CORNER OF THE CHURCH, 65
 ME2866'FEET SOUTHWEST OF THE CENTERLINE OF SAUGANASH AVENUE AND
 ME2866'130 FEET SOUTHEAST OF THE CENTERLINE OF KEENE AVENUE.
 ME2866
 ME2866                          STATION RECOVERY (1996)
 ME2866
 ME2866'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2712 ***********************************************************************
 ME2712  DESIGNATION -  CHICAGO RAD STA KA 4106 MAST
 ME2712  PID         -  ME2712
 ME2712  STATE/COUNTY-  IL/COOK
 ME2712  USGS QUAD   -  ENGLEWOOD (1997)
 ME2712
 ME2712                         *CURRENT SURVEY CONTROL
 ME2712  ___________________________________________________________________
 ME2712* NAD 83(1997)-  41 45 23.38445(N)    087 38 05.92969(W)     ADJUSTED  
 ME2712* NAVD 88     -                                                        
 ME2712  ___________________________________________________________________
 ME2712  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 ME2712  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2712
 ME2712  HORZ ORDER  -  THIRD
 ME2712
 ME2712.The horizontal coordinates were established by classical geodetic methods
 ME2712.and adjusted by the National Geodetic Survey in October 1999..
 ME2712
 ME2712
 ME2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2712
 ME2712.The geoid height was determined by GEOID03.
 ME2712
 ME2712;                    North         East     Units Scale Factor Converg.
 ME2712;SPC IL E     -   565,292.756   358,077.841   MT  1.00001649   +0 27 54.3
 ME2712;SPC IL E     - 1,854,631.32  1,174,793.72   sFT  1.00001649   +0 27 54.3
 ME2712;UTM  16      - 4,622,935.600   447,212.292   MT  0.99963429   -0 25 22.4
 ME2712
 ME2712                          SUPERSEDED SURVEY CONTROL
 ME2712
 ME2712  NAD 83(1997)-  41 45 23.38460(N)    087 38 05.92996(W) AD(       ) 4
 ME2712  NAD 83(1997)-  41 45 23.38901(N)    087 38 05.93935(W) AD(       ) 4
 ME2712  NAD 83(1986)-  41 45 23.38941(N)    087 38 05.93880(W) AD(       ) 4
 ME2712  NAD 27      -  41 45 23.26684(N)    087 38 05.76233(W) AD(       ) 3
 ME2712
 ME2712.Superseded values are not recommended for survey control.
 ME2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2712.See file dsdata.txt to determine how the superseded data were derived.
 ME2712
 ME2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4721222936(NAD 83)
 ME2712_MARKER: 42 = RADIO/TV MAST
 ME2712
 ME2712  HISTORY     - Date     Condition        Report By
 ME2712  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2712  HISTORY     - 1959     GOOD             CGS
 ME2712  HISTORY     - 1977     GOOD             NGS
 ME2712
 ME2712                          STATION DESCRIPTION
 ME2712
 ME2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WMN)
 ME2712'THE STATION IS THE CENTER OF THE TOP OF THE ILLINOIS BELL
 ME2712'TELEPHONE COMPANY
 ME2712'MOBILE UNIT RELAY MAST LOCATED ON THE NORTH SIDE OF 76TH STREET
 ME2712'BETWEEN SOUTH STEWART AVENUE AND
 ME2712'SOUTH EGGLESTON AVENUE IN THE SOUTH CENTRAL SECTION
 ME2712'OF CHICAGO.  IT IS A SINGLE STEEL POLE MOUNTED ON
 ME2712'THE TOP OF THE TOWER OF THE BELL
 ME2712'TELEPHONE COMPANY MICRO-WAVE RELAY TOWER KSF 22 ON THE TOP OF THE
 ME2712'ILLINOIS BELL TELEPHONE COMPANY
 ME2712'BUILDING.  THE POLE IS PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 ME2712'WHITE AND IS 275 FEET IN
 ME2712'HEIGHT OVERALL.
 ME2712
 ME2712                          STATION RECOVERY (1959)
 ME2712
 ME2712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME2712'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2712
 ME2712                          STATION RECOVERY (1977)
 ME2712
 ME2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2712'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS, CHICAGO,
 ME2712'RADIO RELAY STATION KA 4106 MAST.
 ME2712'
 ME2712'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE CHICAGO
 ME2712'ILLINOIS BELL MICROWAVE TOWER KA 4106.  IT IS
 ME2712'A FOUR-LEGGED, SKELETON STEEL TOWER, PAINTED ALTERNATELY
 ME2712'RED AND WHITE, AND IS APPROXIMATELY 275 FEET HIGH.
 ME2712'
 ME2712'LOCATED IN THE SOUTH SECTION OF CHICAGO, ATOP ILLINOIS BELL
 ME2712'BUILDING, ON THE NORTH SIDE OF SEVENTY-SIXTH STREET BETWEEN
 ME2712'SOUTH EGGLESTON STREET AND SOUTH STEWART STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2707 ***********************************************************************
 ME2707  DESIGNATION -  CHICAGO RAD STA KSA 675 MAST
 ME2707  PID         -  ME2707
 ME2707  STATE/COUNTY-  IL/COOK
 ME2707  USGS QUAD   -  ENGLEWOOD (1997)
 ME2707
 ME2707                         *CURRENT SURVEY CONTROL
 ME2707  ___________________________________________________________________
 ME2707* NAD 83(1997)-  41 51 04.84225(N)    087 39 30.15291(W)     ADJUSTED  
 ME2707* NAVD 88     -                                                        
 ME2707  ___________________________________________________________________
 ME2707  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 ME2707  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2707
 ME2707  HORZ ORDER  -  THIRD
 ME2707
 ME2707.The horizontal coordinates were established by classical geodetic methods
 ME2707.and adjusted by the National Geodetic Survey in October 1999..
 ME2707
 ME2707
 ME2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2707
 ME2707.The geoid height was determined by GEOID03.
 ME2707
 ME2707;                    North         East     Units Scale Factor Converg.
 ME2707;SPC IL E     -   575,811.919   356,049.452   MT  1.00001364   +0 27 01.2
 ME2707;SPC IL E     - 1,889,142.94  1,168,138.91   sFT  1.00001364   +0 27 01.2
 ME2707;UTM  16      - 4,633,480.957   445,348.027   MT  0.99963675   -0 26 21.4
 ME2707
 ME2707                          SUPERSEDED SURVEY CONTROL
 ME2707
 ME2707  NAD 83(1997)-  41 51 04.84243(N)    087 39 30.15330(W) AD(       ) 4
 ME2707  NAD 83(1997)-  41 51 04.84639(N)    087 39 30.16447(W) AD(       ) 4
 ME2707  NAD 83(1986)-  41 51 04.84721(N)    087 39 30.16380(W) AD(       ) 4
 ME2707  NAD 27      -  41 51 04.72671(N)    087 39 29.97406(W) AD(       ) 3
 ME2707
 ME2707.Superseded values are not recommended for survey control.
 ME2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2707.See file dsdata.txt to determine how the superseded data were derived.
 ME2707
 ME2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4534833481(NAD 83)
 ME2707_MARKER: 42 = RADIO/TV MAST
 ME2707
 ME2707  HISTORY     - Date     Condition        Report By
 ME2707  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2707  HISTORY     - 1959     GOOD             CGS
 ME2707  HISTORY     - 1977     GOOD             NGS
 ME2707  HISTORY     - 1987     GOOD             USPSQD
 ME2707  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2707  HISTORY     - 19970905 GOOD             USPSQD
 ME2707
 ME2707                          STATION DESCRIPTION
 ME2707
 ME2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2707'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE
 ME2707'COMMONWEALTH
 ME2707'EDISON COMPANY RADIO STATION KSA 675 LOCATED ON TOP OF THE COMPANY
 ME2707'OFFICE AND LABORATORY BUILDING AT
 ME2707'THE SOUTHWEST CORNER OF THE INTERSECTION OF RACINE AVENUE
 ME2707'AND CERMAK ROAD IN THE SOUTHWEST EDGE OF
 ME2707'DOWNTOWN CHICAGO.  IT IS A FOUR-LEGGED, SELF-SUPPORTING
 ME2707'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 ME2707'WHITE AND THE TOP OF
 ME2707'THE MAST IS 350 FEET ABOVE THE GROUND.
 ME2707
 ME2707                          STATION RECOVERY (1959)
 ME2707
 ME2707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 ME2707'RECOVERED AS DESCRIBED.  NO CHANGE IN THE MAST SINCE 1956 ACCORDING
 ME2707'TO INFORMATION
 ME2707'OBTAINED FROM ONE OF THE STATION EMPLOYEES.
 ME2707
 ME2707                          STATION RECOVERY (1977)
 ME2707
 ME2707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2707'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2707'CHICAGO RADIO STATION KSA 675, MAST.
 ME2707'
 ME2707'THE STATION IS THE RED LIGHT ATOP AND IN THE CENTER OF THE
 ME2707'COMMONWEALTH EDISON RADIO STATION KSA 675 TOWER SURMOUNTING A
 ME2707'BROWN BRICK FACTORY BUILDING OWNED BY WARSHAWSKY AND COMPANY.
 ME2707'THE TOWER IS A SELF SUPPORTING TRUSS WORK SKELETON STEEL TOWER
 ME2707'WITH FOUR LEGS AND IS ORANGE IN COLOR.  THE TOP OF THE TOWER
 ME2707'HAS AN OVERALL HEIGHT OF ABOUT 350 FEET.
 ME2707'
 ME2707'LOCATED IN THE SOUTHWEST EDGE OF DOWNTOWN CHICAGO AT THE
 ME2707'SOUTHEAST ANGLE OF THE INTERSECTION OF SOUTH THROOP STREET AND
 ME2707'CERMAK ROAD, 0.1 MILE SOUTH OF CERMAK ROAD AND 75 FEET EAST OF
 ME2707'THE CENTER OF THROOP STREET.
 ME2707
 ME2707                          STATION RECOVERY (1987)
 ME2707
 ME2707'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2707'RECOVERED IN GOOD CONDITION.
 ME2707
 ME2707                          STATION RECOVERY (1989)
 ME2707
 ME2707'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2707'MARK NOT FOUND.
 ME2707
 ME2707                          STATION RECOVERY (1997)
 ME2707
 ME2707'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3024 ***********************************************************************
 ME3024  DESIGNATION -  CHICAGO RAD STA KSA 977 MAST
 ME3024  PID         -  ME3024
 ME3024  STATE/COUNTY-  IL/COOK
 ME3024  USGS QUAD   -  RIVER FOREST (1997)
 ME3024
 ME3024                         *CURRENT SURVEY CONTROL
 ME3024  ___________________________________________________________________
 ME3024* NAD 83(1997)-  41 52 49.55223(N)    087 46 27.12954(W)     ADJUSTED  
 ME3024* NAVD 88     -                                                        
 ME3024  ___________________________________________________________________
 ME3024  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ME3024  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME3024
 ME3024  HORZ ORDER  -  THIRD
 ME3024
 ME3024.The horizontal coordinates were established by classical geodetic methods
 ME3024.and adjusted by the National Geodetic Survey in October 1999..
 ME3024
 ME3024
 ME3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3024
 ME3024.The geoid height was determined by GEOID03.
 ME3024
 ME3024;                    North         East     Units Scale Factor Converg.
 ME3024;SPC IL E     -   578,973.353   346,409.945   MT  1.00000149   +0 22 23.8
 ME3024;SPC IL E     - 1,899,515.08  1,136,513.29   sFT  1.00000149   +0 22 23.8
 ME3024;UTM  16      - 4,636,790.514   435,762.270   MT  0.99965078   -0 31 00.7
 ME3024
 ME3024                          SUPERSEDED SURVEY CONTROL
 ME3024
 ME3024  NAD 83(1997)-  41 52 49.55236(N)    087 46 27.12998(W) AD(       ) 4
 ME3024  NAD 83(1997)-  41 52 49.55459(N)    087 46 27.14146(W) AD(       ) 4
 ME3024  NAD 83(1986)-  41 52 49.55558(N)    087 46 27.14097(W) AD(       ) 4
 ME3024  NAD 27      -  41 52 49.44191(N)    087 46 26.93300(W) AD(       ) 3
 ME3024
 ME3024.Superseded values are not recommended for survey control.
 ME3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3024.See file dsdata.txt to determine how the superseded data were derived.
 ME3024
 ME3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3576236791(NAD 83)
 ME3024_MARKER: 42 = RADIO/TV MAST
 ME3024
 ME3024  HISTORY     - Date     Condition        Report By
 ME3024  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3024  HISTORY     - 1977     GOOD             NGS
 ME3024  HISTORY     - 1987     GOOD             USPSQD
 ME3024  HISTORY     - 1989     GOOD             USPSQD
 ME3024
 ME3024                          STATION DESCRIPTION
 ME3024
 ME3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3024'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE CHICAGO
 ME3024'TRANSIT AUTHORITY
 ME3024'RADIO STATION KSA 977 LOCATED AT THE NORTHEAST CORNER OF MADISON
 ME3024'STREET AND AUSTIN AVENUE IN THE WEST
 ME3024'EDGE OF CHICAGO.  IT IS A STEEL STRUCTURE, THE LOWER HALF
 ME3024'THREE-LEGGED AND THE UPPER HALF UNIFORM
 ME3024'CROSS-SECTION, PAINTED IN ALTERNATE SECTIONS OF
 ME3024'ORANGE AND WHITE AND IS 300 FEET HIGH.
 ME3024
 ME3024                          STATION RECOVERY (1977)
 ME3024
 ME3024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3024'THE STATION IS THE RED LIGHT AT THE TOP CENTER OF THE CHICAGO
 ME3024'CTA RADIO TOWER LOCATED AT THE NORTHEAST CORNER OF MADISON
 ME3024'STREET AND AUSTIN AVENUE IN THE WEST EDGE OF CHICAGO.  IT IS A
 ME3024'STEEL STRUCTURE, THE LOWER HALF THREE-LEGGED AND THE UPPER HALF
 ME3024'UNIFORM CROSS-SECTION, PAINTED IN ALTERNATE SECTIONS OF RED
 ME3024'AND WHITE AND IS 225 FEET HIGH.  IT IS 120 FEET NORTH OF THE
 ME3024'CENTER OF WEST MADISON STREET AND 120 FEET EAST OF NORTH
 ME3024'AUSTIN AVENUE.
 ME3024
 ME3024                          STATION RECOVERY (1987)
 ME3024
 ME3024'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3024'RECOVERED IN GOOD CONDITION.
 ME3024
 ME3024                          STATION RECOVERY (1989)
 ME3024
 ME3024'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3030 ***********************************************************************
 ME3030  DESIGNATION -  CHICAGO RAD STA KSB 242 MAST
 ME3030  PID         -  ME3030
 ME3030  STATE/COUNTY-  IL/COOK
 ME3030  USGS QUAD   -  RIVER FOREST (1997)
 ME3030
 ME3030                         *CURRENT SURVEY CONTROL
 ME3030  ___________________________________________________________________
 ME3030* NAD 83(1997)-  41 57 13.47882(N)    087 48 17.68974(W)     ADJUSTED  
 ME3030* NAVD 88     -                                                        
 ME3030  ___________________________________________________________________
 ME3030  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ME3030  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3030
 ME3030  HORZ ORDER  -  THIRD
 ME3030
 ME3030.The horizontal coordinates were established by classical geodetic methods
 ME3030.and adjusted by the National Geodetic Survey in October 1999..
 ME3030
 ME3030
 ME3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3030
 ME3030.The geoid height was determined by GEOID03.
 ME3030
 ME3030;                    North         East     Units Scale Factor Converg.
 ME3030;SPC IL E     -   587,100.028   343,810.623   MT  0.99999861   +0 21 11.8
 ME3030;SPC IL E     - 1,926,177.34  1,127,985.35   sFT  0.99999861   +0 21 11.8
 ME3030;UTM  16      - 4,644,953.779   433,290.460   MT  0.99965476   -0 32 17.3
 ME3030
 ME3030                          SUPERSEDED SURVEY CONTROL
 ME3030
 ME3030  NAD 83(1997)-  41 57 13.47895(N)    087 48 17.69027(W) AD(       ) 4
 ME3030  NAD 83(1997)-  41 57 13.48038(N)    087 48 17.70366(W) AD(       ) 4
 ME3030  NAD 83(1986)-  41 57 13.48190(N)    087 48 17.70317(W) AD(       ) 4
 ME3030  NAD 27      -  41 57 13.37032(N)    087 48 17.48468(W) AD(       ) 3
 ME3030
 ME3030.Superseded values are not recommended for survey control.
 ME3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3030.See file dsdata.txt to determine how the superseded data were derived.
 ME3030
 ME3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3329044954(NAD 83)
 ME3030_MARKER: 42 = RADIO/TV MAST
 ME3030
 ME3030  HISTORY     - Date     Condition        Report By
 ME3030  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3030  HISTORY     - 1965     GOOD             CGS
 ME3030  HISTORY     - 1977     GOOD             NGS
 ME3030  HISTORY     - 1989     GOOD             USPSQD
 ME3030  HISTORY     - 19970909 GOOD             USPSQD
 ME3030
 ME3030                          STATION DESCRIPTION
 ME3030
 ME3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3030'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE
 ME3030'ILLINOIS STATE
 ME3030'POLICE, DISTRICT 3 RADIO STATION KSB 242 LOCATED AT THE NORTHWEST
 ME3030'CORNER OF THE INTERSECTION OF
 ME3030'HARLEM AVENUE AND IRVING PARK ROAD AT THE NORTHWEST
 ME3030'EDGE OF CHICAGO.  IT IS A STEEL STRUCTURE, THE
 ME3030'LOWER ONE-THIRD THREE-LEGGED AND THE
 ME3030'UPPER TWO-THIRDS UNIFORM CROSS-SECTION, PAINTED IN ALTERNATE
 ME3030'SECTIONS OF ORANGE AND WHITE.
 ME3030'THE HEIGHT IS 330 FEET.
 ME3030
 ME3030                          STATION RECOVERY (1965)
 ME3030
 ME3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 ME3030'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND
 ME3030'TO BE IN GOOD
 ME3030'CONDITION.
 ME3030
 ME3030                          STATION RECOVERY (1977)
 ME3030
 ME3030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3030'THE STATION IS THE CENTER OF THE TOP OF THE MAST
 ME3030'OF THE ILLINOIS STATE POLICE, DISTRICT 3 RADIO TOWER KSB
 ME3030'242.  IT IS A SKELETON STEEL TOWER SUPPORTED BY 3 I-BEAM
 ME3030'LEGS, ORANGE AND WHILE IN COLOR AND APPROXIMATELY 330
 ME3030'FEET HIGH.
 ME3030'
 ME3030'LOCATED IN THE NORTHWEST SECTION OF CHICAGO IN THE NORTHEAST
 ME3030'ANGLE OF THE INTERSECTION OF NORTH HARLEM AVENUE AND WEST
 ME3030'IRVING PARK ROAD.  THE TOWER IS NEAR THE SOUTHEAST CORNER OF
 ME3030'THE POLICE STATION BUILDING.
 ME3030
 ME3030                          STATION RECOVERY (1989)
 ME3030
 ME3030'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3030'RECOVERED IN GOOD CONDITION.
 ME3030
 ME3030                          STATION RECOVERY (1997)
 ME3030
 ME3030'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2801 ***********************************************************************
 ME2801  DESIGNATION -  CHICAGO RAD STA WBEZ MAST
 ME2801  PID         -  ME2801
 ME2801  STATE/COUNTY-  IL/COOK
 ME2801  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2801
 ME2801                         *CURRENT SURVEY CONTROL
 ME2801  ___________________________________________________________________
 ME2801* NAD 83(1997)-  41 52 44.76898(N)    087 37 52.10292(W)     ADJUSTED  
 ME2801* NAVD 88     -                                                        
 ME2801  ___________________________________________________________________
 ME2801  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 ME2801  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2801
 ME2801  HORZ ORDER  -  THIRD
 ME2801
 ME2801.The horizontal coordinates were established by classical geodetic methods
 ME2801.and adjusted by the National Geodetic Survey in October 1999..
 ME2801
 ME2801
 ME2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2801
 ME2801.The geoid height was determined by GEOID03.
 ME2801
 ME2801;                    North         East     Units Scale Factor Converg.
 ME2801;SPC IL E     -   578,913.039   358,285.973   MT  1.00001679   +0 28 07.6
 ME2801;SPC IL E     - 1,899,317.20  1,175,476.56   sFT  1.00001679   +0 28 07.6
 ME2801;UTM  16      - 4,636,545.805   447,631.572   MT  0.99963375   -0 25 16.8
 ME2801
 ME2801                          SUPERSEDED SURVEY CONTROL
 ME2801
 ME2801  NAD 83(1997)-  41 52 44.76918(N)    087 37 52.10334(W) AD(       ) 4
 ME2801  NAD 83(1997)-  41 52 44.77337(N)    087 37 52.11518(W) AD(       ) 4
 ME2801  NAD 83(1986)-  41 52 44.77415(N)    087 37 52.11435(W) AD(       ) 4
 ME2801  NAD 27      -  41 52 44.65326(N)    087 37 51.92600(W) AD(       ) 3
 ME2801
 ME2801.Superseded values are not recommended for survey control.
 ME2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2801.See file dsdata.txt to determine how the superseded data were derived.
 ME2801
 ME2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4763236546(NAD 83)
 ME2801_MARKER: 42 = RADIO/TV MAST
 ME2801
 ME2801  HISTORY     - Date     Condition        Report By
 ME2801  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2801  HISTORY     - 1987     GOOD             USPSQD
 ME2801
 ME2801                          STATION DESCRIPTION
 ME2801
 ME2801'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2801'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME2801'STATION WBEZ
 ME2801'LOCATED ON TOP OF THE BANKERS BUILDING AT THE NORTHWEST CORNER OF
 ME2801'SOUTH CLARK STREET AND WEST
 ME2801'QUINCY STREET IN THE DOWNTOWN SECTION OF CHICAGO.  IT IS A
 ME2801'THREE-LEGGED STEEL STRUCTURE, PAINTED IN
 ME2801'ALTERNATE SECTIONS OF ORANGE AND WHITE ON TOP OF A
 ME2801'476-FOOT, GREY STONE BUILDING.  THE OVER-ALL
 ME2801'HEIGHT OF THE TOP OF THE MAST, OBTAINED
 ME2801'FROM THE STATION ENGINEER, IS 596 FEET.
 ME2801
 ME2801                          STATION RECOVERY (1987)
 ME2801
 ME2801'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2709 ***********************************************************************
 ME2709  DESIGNATION -  CHICAGO RAD STA WEDC MAST
 ME2709  PID         -  ME2709
 ME2709  STATE/COUNTY-  IL/COOK
 ME2709  USGS QUAD   -  ENGLEWOOD (1997)
 ME2709
 ME2709                         *CURRENT SURVEY CONTROL
 ME2709  ___________________________________________________________________
 ME2709* NAD 83(1997)-  41 51 08.96251(N)    087 43 18.75900(W)     ADJUSTED  
 ME2709* NAVD 88     -                                                        
 ME2709  ___________________________________________________________________
 ME2709  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 ME2709  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2709
 ME2709  HORZ ORDER  -  THIRD
 ME2709
 ME2709.The horizontal coordinates were established by classical geodetic methods
 ME2709.and adjusted by the National Geodetic Survey in October 1999..
 ME2709
 ME2709
 ME2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2709
 ME2709.The geoid height was determined by GEOID03.
 ME2709
 ME2709;                    North         East     Units Scale Factor Converg.
 ME2709;SPC IL E     -   575,899.539   350,775.251   MT  1.00000671   +0 24 28.7
 ME2709;SPC IL E     - 1,889,430.40  1,150,835.14   sFT  1.00000671   +0 24 28.7
 ME2709;UTM  16      - 4,633,650.394   440,077.771   MT  0.99964418   -0 28 54.0
 ME2709
 ME2709                          SUPERSEDED SURVEY CONTROL
 ME2709
 ME2709  NAD 83(1997)-  41 51 08.96265(N)    087 43 18.75940(W) AD(       ) 4
 ME2709  NAD 83(1997)-  41 51 08.96584(N)    087 43 18.77039(W) AD(       ) 4
 ME2709  NAD 83(1986)-  41 51 08.96666(N)    087 43 18.76979(W) AD(       ) 4
 ME2709  NAD 27      -  41 51 08.84945(N)    087 43 18.57108(W) AD(       ) 3
 ME2709
 ME2709.Superseded values are not recommended for survey control.
 ME2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2709.See file dsdata.txt to determine how the superseded data were derived.
 ME2709
 ME2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4007833650(NAD 83)
 ME2709_MARKER: 42 = RADIO/TV MAST
 ME2709
 ME2709  HISTORY     - Date     Condition        Report By
 ME2709  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2709  HISTORY     - 1977     GOOD             NGS
 ME2709  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2709
 ME2709                          STATION DESCRIPTION
 ME2709
 ME2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2709'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME2709'STATION WEDC
 ME2709'LOCATED ON TOP OF THE EMIL DENEMARK BUICK GARAGE AT THE NORTHEAST
 ME2709'CORNER OF THE INTERSECTION OF
 ME2709'CERMAK ROAD, OGDEN AVENUE AND SPRINGFIELD AVENUE IN THE WEST
 ME2709'EDGE OF CHICAGO.  IT IS A THREE-LEGGED,
 ME2709'SELF-SUPPORTING STEEL STRUCTURE PAINTED IN
 ME2709'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE OVERALL
 ME2709'HEIGHT IS 240 FEET ABOVE THE
 ME2709'GROUND.
 ME2709
 ME2709                          STATION RECOVERY (1977)
 ME2709
 ME2709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2709'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2709'CHICAGO, RADIO STATION WEDC, MAST.
 ME2709'
 ME2709'THE STATION IS THE CENTER OF THE RED LIGHT ATOP THE WEDC RADIO
 ME2709'STATION TOWER WHICH IS A SELF SUPPORTING TRUSS WORK SKELETON
 ME2709'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 ME2709'WHITE AND HAS AN OVERALL HEIGHT OF ABOUT 240 FEET.
 ME2709'
 ME2709'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO IN THE
 ME2709'NORTHEAST ANGLE OF THE INTERSECTION OF WEST OGDEN AVENUE AND
 ME2709'SOUTH SPRINGFIELD AVENUE ATOP THE SALVATION ARMY BUILDING.  IT
 ME2709'IS 170 FEET NORTH OF THE CENTER OF OGDEN AVENUE AND 140 FEET
 ME2709'NORTHEAST OF THE CENTER OF SPRINGFIELD AVENUE.
 ME2709
 ME2709                          STATION RECOVERY (1989)
 ME2709
 ME2709'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2788 ***********************************************************************
 ME2788  DESIGNATION -  CHICAGO RAD STA WFJL MAST
 ME2788  PID         -  ME2788
 ME2788  STATE/COUNTY-  IL/COOK
 ME2788  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2788
 ME2788                         *CURRENT SURVEY CONTROL
 ME2788  ___________________________________________________________________
 ME2788* NAD 83(1997)-  41 53 15.40257(N)    087 37 31.65893(W)     ADJUSTED  
 ME2788* NAVD 88     -                                                        
 ME2788  ___________________________________________________________________
 ME2788  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2788  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2788
 ME2788  HORZ ORDER  -  THIRD
 ME2788
 ME2788.The horizontal coordinates were established by classical geodetic methods
 ME2788.and adjusted by the National Geodetic Survey in October 1999..
 ME2788
 ME2788
 ME2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2788
 ME2788.The geoid height was determined by GEOID03.
 ME2788
 ME2788;                    North         East     Units Scale Factor Converg.
 ME2788;SPC IL E     -   579,862.036   358,749.559   MT  1.00001745   +0 28 21.5
 ME2788;SPC IL E     - 1,902,430.70  1,176,997.51   sFT  1.00001745   +0 28 21.5
 ME2788;UTM  16      - 4,637,487.123   448,109.662   MT  0.99963313   -0 25 03.4
 ME2788
 ME2788                          SUPERSEDED SURVEY CONTROL
 ME2788
 ME2788  NAD 83(1997)-  41 53 15.40278(N)    087 37 31.65936(W) AD(       ) 4
 ME2788  NAD 83(1997)-  41 53 15.40702(N)    087 37 31.67135(W) AD(       ) 4
 ME2788  NAD 83(1986)-  41 53 15.40788(N)    087 37 31.67034(W) AD(       ) 4
 ME2788  NAD 27      -  41 53 15.28703(N)    087 37 31.48305(W) AD(       ) 3
 ME2788
 ME2788.Superseded values are not recommended for survey control.
 ME2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2788.See file dsdata.txt to determine how the superseded data were derived.
 ME2788
 ME2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4811037487(NAD 83)
 ME2788_MARKER: 42 = RADIO/TV MAST
 ME2788
 ME2788  HISTORY     - Date     Condition        Report By
 ME2788  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2788  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2788
 ME2788                          STATION DESCRIPTION
 ME2788
 ME2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2788'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME2788'STATION WFJL
 ME2788'LOCATED AT THE TOP OF THE LINCOLN TOWER AT 75 EAST WACKER DRIVE, 1/2
 ME2788'BLOCK WEST OF MICHIGAN AVENUE.
 ME2788'IT IS A SELF-SUPPORTING STEEL POLE, PAINTED IN ALTERNATE
 ME2788'SECTIONS OF ORANGE AND WHITE ON TOP OF A GREY
 ME2788'STONE BUILDING AND THE OVER-ALL
 ME2788'HEIGHT OF THE TOP OF THE POLE, OBTAINED FROM THE STATION
 ME2788'ENGINEER, IS 610 FEET.
 ME2788
 ME2788                          STATION RECOVERY (1989)
 ME2788
 ME2788'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2653 ***********************************************************************
 ME2653  DESIGNATION -  CHICAGO RAD STA WFMF MAST
 ME2653  PID         -  ME2653
 ME2653  STATE/COUNTY-  IL/COOK
 ME2653  USGS QUAD   -  JACKSON PARK (1993)
 ME2653
 ME2653                         *CURRENT SURVEY CONTROL
 ME2653  ___________________________________________________________________
 ME2653* NAD 83(1997)-  41 53 11.75556(N)    087 37 29.53865(W)     ADJUSTED  
 ME2653* NAVD 88     -                                                        
 ME2653  ___________________________________________________________________
 ME2653  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 ME2653  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2653
 ME2653  HORZ ORDER  -  THIRD
 ME2653
 ME2653.The horizontal coordinates were established by classical geodetic methods
 ME2653.and adjusted by the National Geodetic Survey in October 1999..
 ME2653
 ME2653
 ME2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2653
 ME2653.The geoid height was determined by GEOID03.
 ME2653
 ME2653;                    North         East     Units Scale Factor Converg.
 ME2653;SPC IL E     -   579,749.920   358,799.369   MT  1.00001753   +0 28 22.9
 ME2653;SPC IL E     - 1,902,062.86  1,177,160.93   sFT  1.00001753   +0 28 22.9
 ME2653;UTM  16      - 4,637,374.290   448,157.706   MT  0.99963307   -0 25 02.0
 ME2653
 ME2653                          SUPERSEDED SURVEY CONTROL
 ME2653
 ME2653  NAD 83(1997)-  41 53 11.75577(N)    087 37 29.53906(W) AD(       ) 4
 ME2653  NAD 83(1997)-  41 53 11.76007(N)    087 37 29.55084(W) AD(       ) 4
 ME2653  NAD 83(1986)-  41 53 11.76090(N)    087 37 29.54985(W) AD(       ) 4
 ME2653  NAD 27      -  41 53 11.63964(N)    087 37 29.36188(W) AD(       ) 3
 ME2653
 ME2653.Superseded values are not recommended for survey control.
 ME2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2653.See file dsdata.txt to determine how the superseded data were derived.
 ME2653
 ME2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4815837374(NAD 83)
 ME2653_MARKER: 42 = RADIO/TV MAST
 ME2653
 ME2653  HISTORY     - Date     Condition        Report By
 ME2653  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2653  HISTORY     - 1987     GOOD             USPSQD
 ME2653  HISTORY     - 19890904 MARK NOT FOUND   USPSQD
 ME2653
 ME2653                          STATION DESCRIPTION
 ME2653
 ME2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2653'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME2653'STATION WFMF
 ME2653'LOCATED ON TOP OF THE CARBIDE AND CARBON BUILDING AT THE SOUTHWEST
 ME2653'CORNER OF SOUTH WATER STREET AND
 ME2653'NORTH MICHIGAN AVENUE IN THE DOWNTOWN SECTION OF CHICAGO.  IT
 ME2653'IS A SELF-SUPPORTING STEEL POLE 54 FEET HIGH
 ME2653'AND PAINTED IN ALTERNATE SECTIONS OF ORANGE
 ME2653'AND WHITE ON TOP OF A DARK GREY STONE BUILDING 527 FEET HIGH.
 ME2653'THE OVER-ALL HEIGHT OF THE TOP OF
 ME2653'THE MAST, OBTAINED FROM THE STATION ENGINEER IS 581 FEET.
 ME2653
 ME2653                          STATION RECOVERY (1987)
 ME2653
 ME2653'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2653'RECOVERED IN GOOD CONDITION.
 ME2653
 ME2653                          STATION RECOVERY (1989)
 ME2653
 ME2653'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2799 ***********************************************************************
 ME2799  DESIGNATION -  CHICAGO RAD STA WFMT FM MAST
 ME2799  PID         -  ME2799
 ME2799  STATE/COUNTY-  IL/COOK
 ME2799  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2799
 ME2799                         *CURRENT SURVEY CONTROL
 ME2799  ___________________________________________________________________
 ME2799* NAD 83(1997)-  41 53 11.51394(N)    087 37 55.17128(W)     ADJUSTED  
 ME2799* NAVD 88     -                                                        
 ME2799  ___________________________________________________________________
 ME2799  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ME2799  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2799
 ME2799  HORZ ORDER  -  THIRD
 ME2799
 ME2799.The horizontal coordinates were established by classical geodetic methods
 ME2799.and adjusted by the National Geodetic Survey in October 1999..
 ME2799
 ME2799
 ME2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2799
 ME2799.The geoid height was determined by GEOID03.
 ME2799
 ME2799;                    North         East     Units Scale Factor Converg.
 ME2799;SPC IL E     -   579,737.611   358,208.482   MT  1.00001668   +0 28 05.8
 ME2799;SPC IL E     - 1,902,022.48  1,175,222.33   sFT  1.00001668   +0 28 05.8
 ME2799;UTM  16      - 4,637,371.164   447,566.925   MT  0.99963383   -0 25 19.1
 ME2799
 ME2799                          SUPERSEDED SURVEY CONTROL
 ME2799
 ME2799  NAD 83(1997)-  41 53 11.51415(N)    087 37 55.17170(W) AD(       ) 4
 ME2799  NAD 83(1997)-  41 53 11.51839(N)    087 37 55.18351(W) AD(       ) 4
 ME2799  NAD 83(1986)-  41 53 11.51928(N)    087 37 55.18251(W) AD(       ) 4
 ME2799  NAD 27      -  41 53 11.39866(N)    087 37 54.99376(W) AD(       ) 3
 ME2799
 ME2799.Superseded values are not recommended for survey control.
 ME2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2799.See file dsdata.txt to determine how the superseded data were derived.
 ME2799
 ME2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4756737371(NAD 83)
 ME2799_MARKER: 42 = RADIO/TV MAST
 ME2799
 ME2799  HISTORY     - Date     Condition        Report By
 ME2799  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2799  HISTORY     - 1987     GOOD             USPSQD
 ME2799  HISTORY     - 1989     GOOD             USPSQD
 ME2799
 ME2799                          STATION DESCRIPTION
 ME2799
 ME2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2799'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME2799'STATION WFMT-FM
 ME2799'LOCATED ON THE ROOF OF THE LA SALLE-WACKER BUILDING AT THE SOUTHEAST
 ME2799'CORNER OF THE INTERSECTION OF LA
 ME2799'SALLE STREET AND WACKER DRIVE.  IT IS A SELF-SUPPORTING
 ME2799'STEEL POLE PAINTED IN ALTERNATE SECTIONS OF ORANGE
 ME2799'AND WHITE.  THE OVER-ALL HEIGHT OF
 ME2799'THE TOP OF THE POLE IS 571 FEET, HEIGHT OBTAINED FROM STATION
 ME2799'ENGINEER.
 ME2799
 ME2799                          STATION RECOVERY (1987)
 ME2799
 ME2799'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2799'RECOVERED IN GOOD CONDITION.
 ME2799
 ME2799                          STATION RECOVERY (1989)
 ME2799
 ME2799'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2953 ***********************************************************************
 ME2953  DESIGNATION -  CHICAGO RAD STA WGES NW MAST
 ME2953  PID         -  ME2953
 ME2953  STATE/COUNTY-  IL/COOK
 ME2953  USGS QUAD   -  BLUE ISLAND (1997)
 ME2953
 ME2953                         *CURRENT SURVEY CONTROL
 ME2953  ___________________________________________________________________
 ME2953* NAD 83(1997)-  41 44 15.65569(N)    087 42 04.16007(W)     ADJUSTED  
 ME2953* NAVD 88     -                                                        
 ME2953  ___________________________________________________________________
 ME2953  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ME2953  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2953
 ME2953  HORZ ORDER  -  THIRD
 ME2953
 ME2953.The horizontal coordinates were established by classical geodetic methods
 ME2953.and adjusted by the National Geodetic Survey in October 1999..
 ME2953
 ME2953
 ME2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2953
 ME2953.The geoid height was determined by GEOID03.
 ME2953
 ME2953;                    North         East     Units Scale Factor Converg.
 ME2953;SPC IL E     -   563,160.647   352,589.777   MT  1.00000902   +0 25 15.1
 ME2953;SPC IL E     - 1,847,636.22  1,156,788.29   sFT  1.00000902   +0 25 15.1
 ME2953;UTM  16      - 4,620,889.549   441,693.919   MT  0.99964183   -0 28 00.4
 ME2953
 ME2953                          SUPERSEDED SURVEY CONTROL
 ME2953
 ME2953  NAD 83(1997)-  41 44 15.65580(N)    087 42 04.16037(W) AD(       ) 4
 ME2953  NAD 83(1997)-  41 44 15.65967(N)    087 42 04.16931(W) AD(       ) 4
 ME2953  NAD 83(1986)-  41 44 15.66015(N)    087 42 04.16882(W) AD(       ) 4
 ME2953  NAD 27      -  41 44 15.53868(N)    087 42 03.99121(W) AD(       ) 3
 ME2953
 ME2953.Superseded values are not recommended for survey control.
 ME2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2953.See file dsdata.txt to determine how the superseded data were derived.
 ME2953
 ME2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4169420890(NAD 83)
 ME2953_MARKER: 42 = RADIO/TV MAST
 ME2953
 ME2953  HISTORY     - Date     Condition        Report By
 ME2953  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2953  HISTORY     - 1987     GOOD             USPSQD
 ME2953  HISTORY     - 1989     GOOD             USPSQD
 ME2953
 ME2953                          STATION DESCRIPTION
 ME2953
 ME2953'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2953'THE STATION IS THE CENTER OF THE TOP OF THE NORTHWEST ONE OF
 ME2953'FOUR MASTS OF
 ME2953'RADIO STATION WGES LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 ME2953'OF KEDZIE AVENUE AND WEST 87TH
 ME2953'STREET AT 8601 KEDZIE AVENUE IN THE SOUTHWEST EDGE OF CHICAGO.
 ME2953'THE MASTS ARE STEEL STRUCTURES, THE LOWER HALF
 ME2953'THREE-LEGGED AND THE UPPER HALF UNIFORM
 ME2953'CROSS-SECTION, ERECTED IN A RECTANGULAR PATTERN 300 FEET APART
 ME2953'EAST AND WEST AND 200 FEET APART
 ME2953'NORTH AND SOUTH.  THEY ARE PAINTED IN ALTERNATE SECTIONS OF ORANGE
 ME2953'AND WHITE AND ARE 204 FEET HIGH.
 ME2953
 ME2953                          STATION RECOVERY (1987)
 ME2953
 ME2953'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2953'RECOVERED IN GOOD CONDITION.
 ME2953
 ME2953                          STATION RECOVERY (1989)
 ME2953
 ME2953'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2977 ***********************************************************************
 ME2977  DESIGNATION -  CHICAGO RAD STA WGES NEW MAST
 ME2977  PID         -  ME2977
 ME2977  STATE/COUNTY-  IL/COOK
 ME2977  USGS QUAD   -  BLUE ISLAND (1997)
 ME2977
 ME2977                         *CURRENT SURVEY CONTROL
 ME2977  ___________________________________________________________________
 ME2977* NAD 83(1997)-  41 44 13.92432(N)    087 42 04.54843(W)     ADJUSTED  
 ME2977* NAVD 88     -                                                        
 ME2977  ___________________________________________________________________
 ME2977  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ME2977  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2977
 ME2977  HORZ ORDER  -  THIRD
 ME2977
 ME2977.The horizontal coordinates were established by classical geodetic methods
 ME2977.and adjusted by the National Geodetic Survey in October 1999..
 ME2977
 ME2977
 ME2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2977
 ME2977.The geoid height was determined by GEOID03.
 ME2977
 ME2977;                    North         East     Units Scale Factor Converg.
 ME2977;SPC IL E     -   563,107.165   352,581.195   MT  1.00000901   +0 25 14.8
 ME2977;SPC IL E     - 1,847,460.76  1,156,760.14   sFT  1.00000901   +0 25 14.8
 ME2977;UTM  16      - 4,620,836.226   441,684.513   MT  0.99964185   -0 28 00.7
 ME2977
 ME2977                          SUPERSEDED SURVEY CONTROL
 ME2977
 ME2977  NAD 83(1997)-  41 44 13.92442(N)    087 42 04.54873(W) AD(       ) 4
 ME2977  NAD 83(1997)-  41 44 13.92826(N)    087 42 04.55768(W) AD(       ) 4
 ME2977  NAD 83(1986)-  41 44 13.92876(N)    087 42 04.55719(W) AD(       ) 4
 ME2977  NAD 27      -  41 44 13.80981(N)    087 42 04.37051(W) AD(       ) 3
 ME2977
 ME2977.Superseded values are not recommended for survey control.
 ME2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2977.See file dsdata.txt to determine how the superseded data were derived.
 ME2977
 ME2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4168520836(NAD 83)
 ME2977_MARKER: 42 = RADIO/TV MAST
 ME2977
 ME2977  HISTORY     - Date     Condition        Report By
 ME2977  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2977
 ME2977                          STATION DESCRIPTION
 ME2977
 ME2977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2977'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS, CHICAGO
 ME2977'RADIO STATION WGES, NW MAST.
 ME2977'
 ME2977'THE STATION IS THE LIGHT ATOP AND CENTER OF THE NORTHWEST ONE
 ME2977'OF FOUR MASTS OF CHICAGO RADIO STATION WGES.  IT IS A GUYED
 ME2977'MAST, PAINTED ALTERNATELY RED AND WHITE, AND IS
 ME2977'APPROXIMATELY 204 FEET HIGH.
 ME2977'
 ME2977'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO, IN THE NORTHEAST
 ME2977'ANGLE OF THE INTERSECTION OF SOUTH KEDZIE AVENUE AND EIGHTY-
 ME2977'SEVENTH STREET, ABOUT 0.2 MILE NORTHEAST OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2698 ***********************************************************************
 ME2698  DESIGNATION -  CHICAGO RAD STA WHFC MAST
 ME2698  PID         -  ME2698
 ME2698  STATE/COUNTY-  IL/COOK
 ME2698  USGS QUAD   -  ENGLEWOOD (1997)
 ME2698
 ME2698                         *CURRENT SURVEY CONTROL
 ME2698  ___________________________________________________________________
 ME2698* NAD 83(1997)-  41 49 56.66181(N)    087 42 20.94700(W)     ADJUSTED  
 ME2698* NAVD 88     -                                                        
 ME2698  ___________________________________________________________________
 ME2698  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 ME2698  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2698
 ME2698  HORZ ORDER  -  THIRD
 ME2698
 ME2698.The horizontal coordinates were established by classical geodetic methods
 ME2698.and adjusted by the National Geodetic Survey in October 1999..
 ME2698
 ME2698
 ME2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2698
 ME2698.The geoid height was determined by GEOID03.
 ME2698
 ME2698;                    North         East     Units Scale Factor Converg.
 ME2698;SPC IL E     -   573,678.519   352,125.083   MT  1.00000842   +0 25 06.7
 ME2698;SPC IL E     - 1,882,143.61  1,155,263.71   sFT  1.00000842   +0 25 06.7
 ME2698;UTM  16      - 4,631,409.503   441,392.484   MT  0.99964227   -0 28 14.7
 ME2698
 ME2698                          SUPERSEDED SURVEY CONTROL
 ME2698
 ME2698  NAD 83(1997)-  41 49 56.66195(N)    087 42 20.94738(W) AD(       ) 4
 ME2698  NAD 83(1997)-  41 49 56.66541(N)    087 42 20.95801(W) AD(       ) 4
 ME2698  NAD 83(1986)-  41 49 56.66611(N)    087 42 20.95739(W) AD(       ) 4
 ME2698  NAD 27      -  41 49 56.54768(N)    087 42 20.76282(W) AD(       ) 3
 ME2698
 ME2698.Superseded values are not recommended for survey control.
 ME2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2698.See file dsdata.txt to determine how the superseded data were derived.
 ME2698
 ME2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4139231410(NAD 83)
 ME2698_MARKER: 42 = RADIO/TV MAST
 ME2698
 ME2698  HISTORY     - Date     Condition        Report By
 ME2698  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2698  HISTORY     - 1959     GOOD             CGS
 ME2698  HISTORY     - 1960     GOOD             CGS
 ME2698  HISTORY     - 1977     GOOD             NGS
 ME2698  HISTORY     - 1987     GOOD             USPSQD
 ME2698  HISTORY     - 1989     GOOD             USPSQD
 ME2698  HISTORY     - 19970805 GOOD             USPSQD
 ME2698
 ME2698                          STATION DESCRIPTION
 ME2698
 ME2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2698'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME2698'STATION WHFC
 ME2698'LOCATED AT 3350 KEDZIE AVENUE JUST NORTH OF THE CHICAGO SANITARY AND
 ME2698'SHIP CANAL IN THE SOUTHWEST SECTION
 ME2698'OF CHICAGO.  IT IS A FOUR-LEGGED STEEL STRUCTURE PAINTED
 ME2698'IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND IS
 ME2698'300 FEET HIGH.
 ME2698'
 ME2698'THIS IS ALSO THE MAST OF STATION WEHS-FM.
 ME2698
 ME2698                          STATION RECOVERY (1959)
 ME2698
 ME2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME2698'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2698
 ME2698                          STATION RECOVERY (1960)
 ME2698
 ME2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 ME2698'RECOVERED AS DESCRIBED IN THE 1956 DESCRIPTION WHICH IS ADEQUATE
 ME2698'FOR RECOVERY.
 ME2698
 ME2698                          STATION RECOVERY (1977)
 ME2698
 ME2698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2698'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2698'CHICAGO RADIO STATION WHFC, MAST.
 ME2698'
 ME2698'THE STATION IS THE RED LIGHT ATOP THE WHFC RADIO STATION TOWER.
 ME2698'THE TOWER IS A FOUR LEGGED ANGLE IRON SKELETON TYPE STRUCTURE
 ME2698'GUYED AT THE TOP AND PAINTED IN ALTERNATE SECTIONS OF ORANGE
 ME2698'AND WHITE WHICH HAS AN OVERALL HEIGHT OF ABOUT 300 FEET.
 ME2698'
 ME2698'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO IN THE SOUTHWEST
 ME2698'ANGLE OF THE INTERSECTION OF WEST THIRTY-FIRST STREET AND SOUTH
 ME2698'KEDZIE, 0.35 MILE SOUTHWEST OF THIS INTERSECTION AND JUST NORTH
 ME2698'OF THE SANITARY SHIP CANAL.
 ME2698
 ME2698                          STATION RECOVERY (1987)
 ME2698
 ME2698'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2698'RECOVERED IN GOOD CONDITION.
 ME2698
 ME2698                          STATION RECOVERY (1989)
 ME2698
 ME2698'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2698'RECOVERED IN GOOD CONDITION.
 ME2698
 ME2698                          STATION RECOVERY (1997)
 ME2698
 ME2698'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2994 ***********************************************************************
 ME2994  DESIGNATION -  CHICAGO RAD STA WLS MAST
 ME2994  PID         -  ME2994
 ME2994  STATE/COUNTY-  IL/WILL
 ME2994  USGS QUAD   -  TINLEY PARK (1993)
 ME2994
 ME2994                         *CURRENT SURVEY CONTROL
 ME2994  ___________________________________________________________________
 ME2994* NAD 83(1997)-  41 33 20.26131(N)    087 50 54.95725(W)     ADJUSTED  
 ME2994* NAVD 88     -                                                        
 ME2994  ___________________________________________________________________
 ME2994  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 ME2994  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 ME2994
 ME2994  HORZ ORDER  -  THIRD
 ME2994
 ME2994.The horizontal coordinates were established by classical geodetic methods
 ME2994.and adjusted by the National Geodetic Survey in October 1999..
 ME2994
 ME2994
 ME2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2994
 ME2994.The geoid height was determined by GEOID03.
 ME2994
 ME2994;                    North         East     Units Scale Factor Converg.
 ME2994;SPC IL E     -   542,861.389   340,437.834   MT  0.99999512   +0 19 17.6
 ME2994;SPC IL E     - 1,781,037.74  1,116,919.79   sFT  0.99999512   +0 19 17.6
 ME2994;UTM  16      - 4,600,787.684   429,233.884   MT  0.99966163   -0 33 46.6
 ME2994
 ME2994                          SUPERSEDED SURVEY CONTROL
 ME2994
 ME2994  NAD 83(1997)-  41 33 20.26132(N)    087 50 54.95741(W) AD(       ) 4
 ME2994  NAD 83(1997)-  41 33 20.26534(N)    087 50 54.96315(W) AD(       ) 4
 ME2994  NAD 83(1986)-  41 33 20.26536(N)    087 50 54.96303(W) AD(       ) 4
 ME2994  NAD 27      -  41 33 20.14900(N)    087 50 54.77600(W) AD(       ) 3
 ME2994
 ME2994.Superseded values are not recommended for survey control.
 ME2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2994.See file dsdata.txt to determine how the superseded data were derived.
 ME2994
 ME2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2923400788(NAD 83)
 ME2994_MARKER: 42 = RADIO/TV MAST
 ME2994
 ME2994  HISTORY     - Date     Condition        Report By
 ME2994  HISTORY     - 1944     FIRST OBSERVED   CGS
 ME2994  HISTORY     - 1952     GOOD             CGS
 ME2994  HISTORY     - 1956     GOOD             CGS
 ME2994  HISTORY     - 1959     GOOD             CGS
 ME2994  HISTORY     - 1978     GOOD             NGS
 ME2994
 ME2994                          STATION DESCRIPTION
 ME2994
 ME2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 ME2994'STATION IS LOCATED ON THE E SIDE OF U.S. HIGHWAY 45, ABOUT 5 MILES N
 ME2994'OF FRANKFORT, AND
 ME2994'1.0 MILE S OF ONE HUNDRED AND NINETY-FIFTH
 ME2994'STREET.  IT IS THE MAIN RADIATOR OF
 ME2994'STATIONS WLS AND WENR.  THE
 ME2994'CONSTRUCTION WAS FINISHED IN 1938.  THE OVERALL HEIGHT
 ME2994'IS 586
 ME2994'FEET.
 ME2994'
 ME2994'THE POINT SIGHTED UPON WAS THE RED FLASHING LIGHT AT THE TOP.
 ME2994
 ME2994                          STATION RECOVERY (1952)
 ME2994
 ME2994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2994'STATION IS LOCATED IN THE TINLEY PARK AREA OF GREATER CHICAGO,
 ME2994'ABOUT 0.2 MILE
 ME2994'EAST OF U.S. HIGHWAY 45 AND 0.15 MILE SOUTHWEST OF THE INTERSECTION
 ME2994'OF 94TH AVENUE AND 187TH STREET.
 ME2994'IT IS A STEEL RADIO MAST 586 FEET HIGH PAINTED IN ALTERNATE
 ME2994'SECTIONS, WHITE AND INTERNATIONAL ORANGE.  THE
 ME2994'POINT OBSERVED ON WAS THE FLASHING RED
 ME2994'LIGHT AT THE TOP OF THE MAST.
 ME2994'
 ME2994'PROBABLY THE SAME STATION AS LOCATED IN 1944.
 ME2994
 ME2994                          STATION RECOVERY (1956)
 ME2994
 ME2994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2994'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 ME2994'ADEQUATE.
 ME2994
 ME2994                          STATION RECOVERY (1959)
 ME2994
 ME2994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2994'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF TINLEY PARK, 2
 ME2994'MILES NORTHEAST OF MOKEWA, 3-1/2
 ME2994'MILES NORTH OF THE INTERSECTION OF U.S. HIGHWAYS 30 AND 45 AND IN THE
 ME2994'SOUTHEAST ANGLE OF THE INTERSECTION OF
 ME2994'U.S. HIGHWAY 45 AND 183RD STREET.
 ME2994'
 ME2994'THE MAST IS 600 FEET HIGH, SUPPORTED BY GUY WIRES AND PAINTED RED AND
 ME2994'WHITE.
 ME2994'
 ME2994'THE POINT INTERSECTED WAS THE RED LIGHT AT TOP OF MAST.
 ME2994
 ME2994                          STATION RECOVERY (1978)
 ME2994
 ME2994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 ME2994'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME2994'
 ME2994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2787 ***********************************************************************
 ME2787  DESIGNATION -  CHICAGO RAD STA WSBC MAST
 ME2787  PID         -  ME2787
 ME2787  STATE/COUNTY-  IL/COOK
 ME2787  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2787
 ME2787                         *CURRENT SURVEY CONTROL
 ME2787  ___________________________________________________________________
 ME2787* NAD 83(1997)-  41 52 53.52003(N)    087 41 11.96245(W)     ADJUSTED  
 ME2787* NAVD 88     -                                                        
 ME2787  ___________________________________________________________________
 ME2787  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 ME2787  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2787
 ME2787  HORZ ORDER  -  THIRD
 ME2787
 ME2787.The horizontal coordinates were established by classical geodetic methods
 ME2787.and adjusted by the National Geodetic Survey in October 1999..
 ME2787
 ME2787
 ME2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2787
 ME2787.The geoid height was determined by GEOID03.
 ME2787
 ME2787;                    North         East     Units Scale Factor Converg.
 ME2787;SPC IL E     -   579,146.818   353,675.735   MT  1.00001044   +0 25 54.2
 ME2787;SPC IL E     - 1,900,084.19  1,160,351.14   sFT  1.00001044   +0 25 54.2
 ME2787;UTM  16      - 4,636,851.060   443,027.258   MT  0.99963994   -0 27 30.3
 ME2787
 ME2787                          SUPERSEDED SURVEY CONTROL
 ME2787
 ME2787  NAD 83(1997)-  41 52 53.52020(N)    087 41 11.96289(W) AD(       ) 4
 ME2787  NAD 83(1997)-  41 52 53.52378(N)    087 41 11.97447(W) AD(       ) 4
 ME2787  NAD 83(1986)-  41 52 53.52461(N)    087 41 11.97387(W) AD(       ) 4
 ME2787  NAD 27      -  41 52 53.40668(N)    087 41 11.77693(W) AD(       ) 3
 ME2787
 ME2787.Superseded values are not recommended for survey control.
 ME2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2787.See file dsdata.txt to determine how the superseded data were derived.
 ME2787
 ME2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4302736851(NAD 83)
 ME2787_MARKER: 42 = RADIO/TV MAST
 ME2787
 ME2787  HISTORY     - Date     Condition        Report By
 ME2787  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2787  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2787  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2787
 ME2787                          STATION DESCRIPTION
 ME2787
 ME2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2787'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME2787'STATION WSBC
 ME2787'LOCATED ON THE TOP OF A BUILDING AT THE NORTHWEST CORNER OF MADISON
 ME2787'STREET AND WESTERN AVENUE IN THE
 ME2787'WEST CENTRAL SECTION OF CHICAGO.  IT IS A THREE-LEGGED STEEL
 ME2787'STRUCTURE 196 FEET HIGH AND PAINTED IN
 ME2787'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE OVER-ALL
 ME2787'HEIGHT ABOVE THE GROUND IS 297 FEET.
 ME2787
 ME2787                          STATION RECOVERY (1987)
 ME2787
 ME2787'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2787'MARK NOT FOUND.
 ME2787
 ME2787                          STATION RECOVERY (1989)
 ME2787
 ME2787'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2794 ***********************************************************************
 ME2794  DESIGNATION -  CHICAGO RAD STA WSEL MAST
 ME2794  PID         -  ME2794
 ME2794  STATE/COUNTY-  IL/COOK
 ME2794  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2794
 ME2794                         *CURRENT SURVEY CONTROL
 ME2794  ___________________________________________________________________
 ME2794* NAD 83(1997)-  41 53 04.84294(N)    087 38 00.96038(W)     ADJUSTED  
 ME2794* NAVD 88     -                                                        
 ME2794  ___________________________________________________________________
 ME2794  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ME2794  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2794
 ME2794  HORZ ORDER  -  THIRD
 ME2794
 ME2794.The horizontal coordinates were established by classical geodetic methods
 ME2794.and adjusted by the National Geodetic Survey in October 1999..
 ME2794
 ME2794
 ME2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2794
 ME2794.The geoid height was determined by GEOID03.
 ME2794
 ME2794;                    North         East     Units Scale Factor Converg.
 ME2794;SPC IL E     -   579,530.704   358,076.695   MT  1.00001649   +0 28 01.8
 ME2794;SPC IL E     - 1,901,343.65  1,174,789.96   sFT  1.00001649   +0 28 01.8
 ME2794;UTM  16      - 4,637,166.408   447,431.991   MT  0.99963400   -0 25 22.9
 ME2794
 ME2794                          SUPERSEDED SURVEY CONTROL
 ME2794
 ME2794  NAD 83(1997)-  41 53 04.84314(N)    087 38 00.96080(W) AD(       ) 4
 ME2794  NAD 83(1997)-  41 53 04.84729(N)    087 38 00.97273(W) AD(       ) 4
 ME2794  NAD 83(1986)-  41 53 04.84815(N)    087 38 00.97172(W) AD(       ) 4
 ME2794  NAD 27      -  41 53 04.72757(N)    087 38 00.78188(W) AD(       ) 3
 ME2794
 ME2794.Superseded values are not recommended for survey control.
 ME2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2794.See file dsdata.txt to determine how the superseded data were derived.
 ME2794
 ME2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4743237166(NAD 83)
 ME2794_MARKER: 42 = RADIO/TV MAST
 ME2794
 ME2794  HISTORY     - Date     Condition        Report By
 ME2794  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2794  HISTORY     - 1987     GOOD             USPSQD
 ME2794
 ME2794                          STATION DESCRIPTION
 ME2794
 ME2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2794'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME2794'STATION WSEL
 ME2794'LOCATED ON TOP OF THE RANDOLPH TOWER AT THE SOUTHEAST CORNER OF
 ME2794'RANDOLPH STREET AND WELLS STREET
 ME2794'IN THE DOWNTOWN SECTION OF CHICAGO.  IT IS A SELF-SUPPORTING
 ME2794'STEEL POLE 64 FEET HIGH AND PAINTED IN
 ME2794'ALTERNATE SECTIONS OF ORANGE AND WHITE ON TOP
 ME2794'OF A 471 FOOT, GREY STONE AND RED BRICK BUILDING.  THE
 ME2794'OVERALL HEIGHT OF THE TOP OF THE
 ME2794'MAST, OBTAINED FROM THE STATION ENGINEER, IS 535 FEET.
 ME2794
 ME2794                          STATION RECOVERY (1987)
 ME2794
 ME2794'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0522 ***********************************************************************
 NG0522  DESIGNATION -  CHICAGO RADIO WJJD TALLER MAST
 NG0522  PID         -  NG0522
 NG0522  STATE/COUNTY-  IL/COOK
 NG0522  USGS QUAD   -  PARK RIDGE (1995)
 NG0522
 NG0522                         *CURRENT SURVEY CONTROL
 NG0522  ___________________________________________________________________
 NG0522* NAD 83(1997)-  42 02 32.53431(N)    087 50 36.76628(W)     ADJUSTED  
 NG0522* NAVD 88     -                                                        
 NG0522  ___________________________________________________________________
 NG0522  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 NG0522  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NG0522
 NG0522  HORZ ORDER  -  THIRD
 NG0522
 NG0522.The horizontal coordinates were established by classical geodetic methods
 NG0522.and adjusted by the National Geodetic Survey in October 1999..
 NG0522
 NG0522
 NG0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0522
 NG0522.The geoid height was determined by GEOID03.
 NG0522
 NG0522;                    North         East     Units Scale Factor Converg.
 NG0522;SPC IL E     -   596,924.829   340,551.345   MT  0.99999523   +0 19 40.8
 NG0522;SPC IL E     - 1,958,410.88  1,117,292.20   sFT  0.99999523   +0 19 40.8
 NG0522;UTM  16      - 4,654,824.786   430,185.610   MT  0.99965997   -0 33 53.7
 NG0522
 NG0522                          SUPERSEDED SURVEY CONTROL
 NG0522
 NG0522  NAD 83(1997)-  42 02 32.53440(N)    087 50 36.76689(W) AD(       ) 4
 NG0522  NAD 83(1997)-  42 02 32.53565(N)    087 50 36.78173(W) AD(       ) 4
 NG0522  NAD 83(1986)-  42 02 32.53714(N)    087 50 36.78118(W) AD(       ) 4
 NG0522  NAD 27      -  42 02 32.42997(N)    087 50 36.55040(W) AD(       ) 3
 NG0522
 NG0522.Superseded values are not recommended for survey control.
 NG0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0522.See file dsdata.txt to determine how the superseded data were derived.
 NG0522
 NG0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3018654825(NAD 83)
 NG0522_MARKER: 42 = RADIO/TV MAST
 NG0522
 NG0522  HISTORY     - Date     Condition        Report By
 NG0522  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0522  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NG0522  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 NG0522
 NG0522                          STATION DESCRIPTION
 NG0522
 NG0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0522'THE STATION IS THE CENTER OF THE TOP OF THE TALLER ONE OF TWO
 NG0522'MASTS OF RADIO
 NG0522'STATION WJJD LOCATED ON THE SOUTH SIDE OF BALLARD ROAD ABOUT 2 MILES
 NG0522'NORTH OF PARK RIDGE AND ABOUT 1
 NG0522'1/2 MILE EAST OF DES PLAINES.  THE OFFICE AND STUDIOS
 NG0522'OF THE STATION ARE IN DOWNTOWN CHICAGO.  IT IS A
 NG0522'THREE-LEGGED, SELF-SUPPORTING STEEL
 NG0522'STRUCTURE 281 FEET HIGH AND PAINTED IN ALTERNATE SECTIONS OF ORANGE
 NG0522'AND WHITE.
 NG0522
 NG0522                          STATION RECOVERY (2001)
 NG0522
 NG0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0522'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NG0522
 NG0522                          STATION RECOVERY (2002)
 NG0522
 NG0522'RECOVERY NOTE BY US POWER SQUADRON 2002 (EFU)
 NG0522'AT THE LAT, LONG LISTED FOR THE SITE(FOUND BY BY GPS, WGS-84 DATUM),
 NG0522'THERE WAS NO SELF SUPPORTED STEEL RADIO MAST.  ITS LISTED HEIGHT OF
 NG0522'281 FEET INSURES THAT ITS VIEW COULD NOT BE BLOCKED BY ANOTHER
 NG0522'STRUCTURE IN THAT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2686 ***********************************************************************
 ME2686  DESIGNATION -  CHICAGO RED LIGHT ATOP MEADOWS
 ME2686  PID         -  ME2686
 ME2686  STATE/COUNTY-  IL/COOK
 ME2686  USGS QUAD   -  JACKSON PARK (1993)
 ME2686
 ME2686                         *CURRENT SURVEY CONTROL
 ME2686  ___________________________________________________________________
 ME2686* NAD 83(1997)-  41 50 12.39139(N)    087 36 51.45587(W)     ADJUSTED  
 ME2686* NAVD 88     -                                                        
 ME2686  ___________________________________________________________________
 ME2686  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 ME2686  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2686
 ME2686  HORZ ORDER  -  THIRD
 ME2686
 ME2686.The horizontal coordinates were established by classical geodetic methods
 ME2686.and adjusted by the National Geodetic Survey in October 1999..
 ME2686
 ME2686
 ME2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2686
 ME2686.The geoid height was determined by GEOID03.
 ME2686
 ME2686;                    North         East     Units Scale Factor Converg.
 ME2686;SPC IL E     -   574,223.400   359,723.697   MT  1.00001887   +0 28 46.6
 ME2686;SPC IL E     - 1,883,931.27  1,180,193.50   sFT  1.00001887   +0 28 46.6
 ME2686;UTM  16      - 4,631,836.219   448,995.776   MT  0.99963201   -0 24 35.1
 ME2686
 ME2686                          SUPERSEDED SURVEY CONTROL
 ME2686
 ME2686  NAD 83(1997)-  41 50 12.39160(N)    087 36 51.45624(W) AD(       ) 4
 ME2686  NAD 83(1997)-  41 50 12.39607(N)    087 36 51.46717(W) AD(       ) 4
 ME2686  NAD 83(1986)-  41 50 12.39666(N)    087 36 51.46630(W) AD(       ) 4
 ME2686  NAD 27      -  41 50 12.27383(N)    087 36 51.28445(W) AD(       ) 3
 ME2686
 ME2686.Superseded values are not recommended for survey control.
 ME2686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2686.See file dsdata.txt to determine how the superseded data were derived.
 ME2686
 ME2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4899631836(NAD 83)
 ME2686_MARKER: Z = SEE DESCRIPTION
 ME2686_SETTING: 0 = UNSPECIFIED SETTING
 ME2686
 ME2686  HISTORY     - Date     Condition        Report By
 ME2686  HISTORY     - 1977     MONUMENTED       IL1670
 ME2686
 ME2686                          STATION DESCRIPTION
 ME2686
 ME2686'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1977 (ADJ)
 ME2686'THE STATION IS THE TOP AND CENTER OF THE RED WARNING LIGHT
 ME2686'ATOP THE TAN BRICK ELEVATOR SHAFT OF A 21 STORY APARTMENT
 ME2686'BUILDING.
 ME2686'
 ME2686'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF CHICAGO
 ME2686'ATOP THE ELEVATOR SHAFT OF ONE OF THE LAKE MEADOWS APARTMENT
 ME2686'BUILDINGS. THE ADDRESS IS 501 EAST 32ND STREET. THE STATION IS
 ME2686'LOCATED ATOP THE SAME ROOF AND APPROXIMATELY 40 FEET WEST OF
 ME2686'FIRST ORDER STATION MEADOWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3041 ***********************************************************************
 ME3041  DESIGNATION -  CHICAGO RESURRECTION CH CUPOLA
 ME3041  PID         -  ME3041
 ME3041  STATE/COUNTY-  IL/COOK
 ME3041  USGS QUAD   -  RIVER FOREST (1997)
 ME3041
 ME3041                         *CURRENT SURVEY CONTROL
 ME3041  ___________________________________________________________________
 ME3041* NAD 83(1997)-  41 52 36.97869(N)    087 45 11.36302(W)     ADJUSTED  
 ME3041* NAVD 88     -                                                        
 ME3041  ___________________________________________________________________
 ME3041  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ME3041  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME3041
 ME3041  HORZ ORDER  -  THIRD
 ME3041
 ME3041.The horizontal coordinates were established by classical geodetic methods
 ME3041.and adjusted by the National Geodetic Survey in October 1999..
 ME3041
 ME3041
 ME3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3041
 ME3041.The geoid height was determined by GEOID03.
 ME3041
 ME3041;                    North         East     Units Scale Factor Converg.
 ME3041;SPC IL E     -   578,597.024   348,159.492   MT  1.00000353   +0 23 14.3
 ME3041;SPC IL E     - 1,898,280.40  1,142,253.27   sFT  1.00000353   +0 23 14.3
 ME3041;UTM  16      - 4,636,387.194   437,505.144   MT  0.99964806   -0 30 10.0
 ME3041
 ME3041                          SUPERSEDED SURVEY CONTROL
 ME3041
 ME3041  NAD 83(1997)-  41 52 36.97882(N)    087 45 11.36346(W) AD(       ) 4
 ME3041  NAD 83(1997)-  41 52 36.98146(N)    087 45 11.37489(W) AD(       ) 4
 ME3041  NAD 83(1986)-  41 52 36.98239(N)    087 45 11.37435(W) AD(       ) 4
 ME3041  NAD 27      -  41 52 36.86752(N)    087 45 11.17012(W) AD(       ) 3
 ME3041
 ME3041.Superseded values are not recommended for survey control.
 ME3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3041.See file dsdata.txt to determine how the superseded data were derived.
 ME3041
 ME3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3750536387(NAD 83)
 ME3041_MARKER: 86 = CUPOLA
 ME3041
 ME3041  HISTORY     - Date     Condition        Report By
 ME3041  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3041
 ME3041                          STATION DESCRIPTION
 ME3041
 ME3041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3041'THE STATION IS THE CENTER OF THE BALL AT THE BASE OF A GREEN
 ME3041'COLORED CROSS ATOP A TAN COLORED CUPOLA SURMOUNTING A BROWN
 ME3041'BRICK BELL TOWER.  THE WEST ONE OF TWO CUPOLAS IS THE STATION
 ME3041'BOTH CUPOLAS HAVE AN OVERALL HEIGHT OF ABOUT 105 FEET.
 ME3041'
 ME3041'LOCATED ON THE SOUTHWEST CORNER OF THE RESURRECTION CATHOLIC
 ME3041'CHURCH IN THE WEST CENTRAL SECTION OF CHICAGO, IN THE NORTHEAST
 ME3041'ANGLE OF THE INTERSECTION OF WEST JACKSON BOULEVARD AND SOUTH
 ME3041'LEAMINGTON AVENUE, 65 FEET EAST OF THE CENTER OF SOUTH
 ME3041'LEAMINGTON AVENUE AND 60 FEET NORTH OF THE CENTER OF WEST
 ME3041'JACKSON BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3020 ***********************************************************************
 ME3020  DESIGNATION -  CHICAGO REVERE INC TANK
 ME3020  PID         -  ME3020
 ME3020  STATE/COUNTY-  IL/COOK
 ME3020  USGS QUAD   -  RIVER FOREST (1997)
 ME3020
 ME3020                         *CURRENT SURVEY CONTROL
 ME3020  ___________________________________________________________________
 ME3020* NAD 83(1997)-  41 55 14.43237(N)    087 47 24.56765(W)     ADJUSTED  
 ME3020* NAVD 88     -                                                        
 ME3020  ___________________________________________________________________
 ME3020  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 ME3020  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME3020
 ME3020  HORZ ORDER  -  THIRD
 ME3020
 ME3020.The horizontal coordinates were established by classical geodetic methods
 ME3020.and adjusted by the National Geodetic Survey in October 1999..
 ME3020
 ME3020
 ME3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3020
 ME3020.The geoid height was determined by GEOID03.
 ME3020
 ME3020;                    North         East     Units Scale Factor Converg.
 ME3020;SPC IL E     -   583,434.768   345,057.312   MT  0.99999997   +0 21 46.4
 ME3020;SPC IL E     - 1,914,152.23  1,132,075.53   sFT  0.99999997   +0 21 46.4
 ME3020;UTM  16      - 4,641,270.847   434,479.584   MT  0.99965282   -0 31 40.5
 ME3020
 ME3020                          SUPERSEDED SURVEY CONTROL
 ME3020
 ME3020  NAD 83(1997)-  41 55 14.43250(N)    087 47 24.56814(W) AD(       ) 4
 ME3020  NAD 83(1997)-  41 55 14.43420(N)    087 47 24.58061(W) AD(       ) 4
 ME3020  NAD 83(1986)-  41 55 14.43547(N)    087 47 24.58010(W) AD(       ) 4
 ME3020  NAD 27      -  41 55 14.32331(N)    087 47 24.36859(W) AD(       ) 3
 ME3020
 ME3020.Superseded values are not recommended for survey control.
 ME3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3020.See file dsdata.txt to determine how the superseded data were derived.
 ME3020
 ME3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3448041271(NAD 83)
 ME3020_MARKER: 53 = ELEVATED TANK
 ME3020
 ME3020  HISTORY     - Date     Condition        Report By
 ME3020  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3020  HISTORY     - 1977     GOOD             NGS
 ME3020  HISTORY     - 1987     GOOD             USPSQD
 ME3020  HISTORY     - 1989     GOOD             USPSQD
 ME3020  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 ME3020
 ME3020                          STATION DESCRIPTION
 ME3020
 ME3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3020'THE STATION IS THE CENTER OF THE TOP OF THE REVERE, COPPER
 ME3020'AND BRASS
 ME3020'INCORPORATED WATER TANK LOCATED ON THE WEST SIDE OF NATCHEZ AVENUE
 ME3020'0.1 MILE WEST OF THE INTERSECTION
 ME3020'OF PALMER STREET IN THE WEST EDGE OF CHICAGO.  IT IS A STEEL
 ME3020'TANK SUPPORTED BY A FOUR-LEGGED STEEL
 ME3020'STRUCTURE AND IS PAINTED IN HORIZONTAL BANDS,
 ME3020'RED, WHITE, AND BLUE.  THE HEIGHT IS ABOUT 135 FEET.
 ME3020'THE NAME REVERE COPPER AND BRASS
 ME3020'INCORPORATED IS PAINTED ON THE NORTH AND SOUTH SIDES IN BLACK
 ME3020'LETTERS.
 ME3020
 ME3020                          STATION RECOVERY (1977)
 ME3020
 ME3020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3020'THE STATION IS THE BALL ON TOP AND IN THE CENTER OF THE WATER
 ME3020'TANK OF REVERE COPPER AND BRASS INCORPORATED,
 ME3020'2200 NORTH NATCHEZ AVENUE.  THE TANK HAS A CYLINDRICAL BODY
 ME3020'WITH REVERE COPPER AND BRASS INCORPORATED IN RED,
 ME3020'WHITE AND BLUE LETTERS, SUPPORTED BY 4 I-BEAM LEGS AND
 ME3020'APPROXIMATELY 135 FEET HIGH.
 ME3020'
 ME3020'LOCATED ON THE WEST EDGE OF CHICAGO ON THE WEST SIDE OF
 ME3020'NATCHEZ AVENUE, 0.1 MILE WEST OF THE INTERSECTION OF PALMER
 ME3020'STREET.
 ME3020
 ME3020                          STATION RECOVERY (1987)
 ME3020
 ME3020'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3020'RECOVERED IN GOOD CONDITION.
 ME3020
 ME3020                          STATION RECOVERY (1989)
 ME3020
 ME3020'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3020'RECOVERED IN GOOD CONDITION.
 ME3020
 ME3020                          STATION RECOVERY (1997)
 ME3020
 ME3020'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2713 ***********************************************************************
 ME2713  DESIGNATION -  CHICAGO RHEEM MFG CO TANK
 ME2713  PID         -  ME2713
 ME2713  STATE/COUNTY-  IL/COOK
 ME2713  USGS QUAD   -  ENGLEWOOD (1997)
 ME2713
 ME2713                         *CURRENT SURVEY CONTROL
 ME2713  ___________________________________________________________________
 ME2713* NAD 83(1997)-  41 45 23.94218(N)    087 42 18.38362(W)     ADJUSTED  
 ME2713* NAVD 88     -                                                        
 ME2713  ___________________________________________________________________
 ME2713  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 ME2713  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2713
 ME2713  HORZ ORDER  -  THIRD
 ME2713
 ME2713.The horizontal coordinates were established by classical geodetic methods
 ME2713.and adjusted by the National Geodetic Survey in October 1999..
 ME2713
 ME2713
 ME2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2713
 ME2713.The geoid height was determined by GEOID03.
 ME2713
 ME2713;                    North         East     Units Scale Factor Converg.
 ME2713;SPC IL E     -   565,264.999   352,245.718   MT  1.00000858   +0 25 06.2
 ME2713;SPC IL E     - 1,854,540.25  1,155,659.49   sFT  1.00000858   +0 25 06.2
 ME2713;UTM  16      - 4,622,998.206   441,382.622   MT  0.99964228   -0 28 10.5
 ME2713
 ME2713                          SUPERSEDED SURVEY CONTROL
 ME2713
 ME2713  NAD 83(1997)-  41 45 23.94229(N)    087 42 18.38393(W) AD(       ) 4
 ME2713  NAD 83(1997)-  41 45 23.94603(N)    087 42 18.39316(W) AD(       ) 4
 ME2713  NAD 83(1986)-  41 45 23.94656(N)    087 42 18.39268(W) AD(       ) 4
 ME2713  NAD 27      -  41 45 23.82772(N)    087 42 18.20614(W) AD(       ) 3
 ME2713
 ME2713.Superseded values are not recommended for survey control.
 ME2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2713.See file dsdata.txt to determine how the superseded data were derived.
 ME2713
 ME2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4138322998(NAD 83)
 ME2713_MARKER: 53 = ELEVATED TANK
 ME2713
 ME2713  HISTORY     - Date     Condition        Report By
 ME2713  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2713  HISTORY     - 1959     GOOD             CGS
 ME2713  HISTORY     - 1973     GOOD             NGS
 ME2713  HISTORY     - 1977     GOOD             NGS
 ME2713  HISTORY     - 1987     GOOD             USPSQD
 ME2713  HISTORY     - 1988     GOOD             USPSQD
 ME2713  HISTORY     - 1989     GOOD             USPSQD
 ME2713  HISTORY     - 19970901 GOOD             USPSQD
 ME2713
 ME2713                          STATION DESCRIPTION
 ME2713
 ME2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2713'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME2713'RHEEM
 ME2713'MANUFACTURING COMPANY LOCATED ON THE SOUTH SIDE OF THE RAILROAD
 ME2713'TRACKS AT 76TH STREET AND KEDZIE
 ME2713'AVENUE IN THE SOUTHWEST EDGE OF CHICAGO.  IT IS A STEEL TANK
 ME2713'SUPPORTED BY A FOUR-LEGGED STEEL
 ME2713'STRUCTURE AND IS PAINTED SILVER WITH THE NAME RHEEM MFG. CO.
 ME2713'PAINTED ON THREE SIDES IN BLACK AND RED
 ME2713'LETTERS.  THE HEIGHT IS ABOUT 135 FEET.
 ME2713
 ME2713                          STATION RECOVERY (1959)
 ME2713
 ME2713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME2713'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2713
 ME2713                          STATION RECOVERY (1973)
 ME2713
 ME2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME2713'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ME2713
 ME2713                          STATION RECOVERY (1977)
 ME2713
 ME2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2713'THIS STATION HAS A NAME CHANGE, PREVIOUSLY
 ME2713'KNOWN AS, CHICAGO RHEEM MFG CO. WATER TANK.
 ME2713'
 ME2713'THE STATION IS THE APEX OF VENT OF THE CHICAGO RHEEM
 ME2713'MANUFACTURING COMPANY WATER TANK.  THE TANK HAS A
 ME2713'CYLINDRICAL BODY WITH A DOME SHAPED TOP AND HEMISPHERICAL
 ME2713'BOTTOM, SUPPORTED BY FOUR TUBULAR LEGS, SILVER IN COLOR WITH
 ME2713'THE NAME (RHEEM MFG CO.) IN RED LETTERS ON THE TANK, AND IS
 ME2713'APPROXIMATELY 135 FEET HIGH.
 ME2713'
 ME2713'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO, ALONG THE SOUTH
 ME2713'SIDE OF THE RAILROAD TRACKS AT SEVENTY-SIXTH STREET AND
 ME2713'KEDZIE AVENUE.
 ME2713
 ME2713                          STATION RECOVERY (1987)
 ME2713
 ME2713'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2713'RECOVERED IN GOOD CONDITION.
 ME2713
 ME2713                          STATION RECOVERY (1988)
 ME2713
 ME2713'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 ME2713'RECOVERED IN GOOD CONDITION.
 ME2713
 ME2713                          STATION RECOVERY (1989)
 ME2713
 ME2713'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2713'RECOVERED IN GOOD CONDITION.
 ME2713
 ME2713                          STATION RECOVERY (1997)
 ME2713
 ME2713'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2812 ***********************************************************************
 ME2812  DESIGNATION -  CHICAGO SAINT JOHN CH CUPOLA
 ME2812  PID         -  ME2812
 ME2812  STATE/COUNTY-  IL/COOK
 ME2812  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2812
 ME2812                         *CURRENT SURVEY CONTROL
 ME2812  ___________________________________________________________________
 ME2812* NAD 83(1997)-  41 53 48.23816(N)    087 39 11.84885(W)     ADJUSTED  
 ME2812* NAVD 88     -                                                        
 ME2812  ___________________________________________________________________
 ME2812  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ME2812  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2812
 ME2812  HORZ ORDER  -  THIRD
 ME2812
 ME2812.The horizontal coordinates were established by classical geodetic methods
 ME2812.and adjusted by the National Geodetic Survey in October 1999..
 ME2812
 ME2812
 ME2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2812
 ME2812.The geoid height was determined by GEOID03.
 ME2812
 ME2812;                    North         East     Units Scale Factor Converg.
 ME2812;SPC IL E     -   580,856.419   356,431.735   MT  1.00001417   +0 27 14.9
 ME2812;SPC IL E     - 1,905,693.10  1,169,393.12   sFT  1.00001417   +0 27 14.9
 ME2812;UTM  16      - 4,638,517.009   445,808.447   MT  0.99963614   -0 26 10.6
 ME2812
 ME2812                          SUPERSEDED SURVEY CONTROL
 ME2812
 ME2812  NAD 83(1997)-  41 53 48.23835(N)    087 39 11.84929(W) AD(       ) 4
 ME2812  NAD 83(1997)-  41 53 48.24226(N)    087 39 11.86148(W) AD(       ) 4
 ME2812  NAD 83(1986)-  41 53 48.24314(N)    087 39 11.86068(W) AD(       ) 4
 ME2812  NAD 27      -  41 53 48.12395(N)    087 39 11.66735(W) AD(       ) 3
 ME2812
 ME2812.Superseded values are not recommended for survey control.
 ME2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2812.See file dsdata.txt to determine how the superseded data were derived.
 ME2812
 ME2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4580838517(NAD 83)
 ME2812_MARKER: 86 = CUPOLA
 ME2812
 ME2812  HISTORY     - Date     Condition        Report By
 ME2812  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2812
 ME2812                          STATION DESCRIPTION
 ME2812
 ME2812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2812'THE STATION IS THE BASE OF CROSS OF THE CHICAGO SAINT JOHN
 ME2812'CANTIUS CATHOLIC CHURCH CUPOLA.  IT IS A GREEN CUPOLA ATOP
 ME2812'TAN BLOCK BELL-CLOCK TOWER, APPROXIMATELY 160 FEET HIGH.
 ME2812'
 ME2812'LOCATED IN THE CENTRAL SECTION OF CHICAGO IN THE NORTHEAST
 ME2812'ANGLE OF THE INTERSECTION OF WEST CHICAGO AVENUE AND NORTH
 ME2812'CARPENTER STREET, 155 FEET NORTH OF THE CENTERLINE OF WEST
 ME2812'CHICAGO AVENUE AND 84 FEET EAST OF THE CENTERLINE OF NORTH
 ME2812'CARPENTER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2900 ***********************************************************************
 ME2900  DESIGNATION -  CHICAGO SANITARY DISTRICT TWR
 ME2900  PID         -  ME2900
 ME2900  STATE/COUNTY-  IL/COOK
 ME2900  USGS QUAD   -  LAKE CALUMET (1997)
 ME2900
 ME2900                         *CURRENT SURVEY CONTROL
 ME2900  ___________________________________________________________________
 ME2900* NAD 83(1997)-  41 40 02.09963(N)    087 36 32.40129(W)     ADJUSTED  
 ME2900* NAVD 88     -                                                        
 ME2900  ___________________________________________________________________
 ME2900  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ME2900  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME2900
 ME2900  HORZ ORDER  -  THIRD
 ME2900
 ME2900.The horizontal coordinates were established by classical geodetic methods
 ME2900.and adjusted by the National Geodetic Survey in October 1999..
 ME2900
 ME2900
 ME2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2900
 ME2900.The geoid height was determined by GEOID03.
 ME2900
 ME2900;                    North         East     Units Scale Factor Converg.
 ME2900;SPC IL E     -   555,398.454   360,321.848   MT  1.00001976   +0 28 53.6
 ME2900;SPC IL E     - 1,822,169.76  1,182,155.93   sFT  1.00001976   +0 28 53.6
 ME2900;UTM  16      - 4,613,011.562   449,302.022   MT  0.99963163   -0 24 17.5
 ME2900
 ME2900                          SUPERSEDED SURVEY CONTROL
 ME2900
 ME2900  NAD 83(1997)-  41 40 02.09972(N)    087 36 32.40144(W) AD(       ) 4
 ME2900  NAD 83(1997)-  41 40 02.10442(N)    087 36 32.40945(W) AD(       ) 4
 ME2900  NAD 83(1986)-  41 40 02.10461(N)    087 36 32.40916(W) AD(       ) 4
 ME2900  NAD 27      -  41 40 01.98111(N)    087 36 32.24447(W) AD(       ) 3
 ME2900
 ME2900.Superseded values are not recommended for survey control.
 ME2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2900.See file dsdata.txt to determine how the superseded data were derived.
 ME2900
 ME2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4930213012(NAD 83)
 ME2900_MARKER: 55 = TOWER
 ME2900
 ME2900  HISTORY     - Date     Condition        Report By
 ME2900  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2900
 ME2900                          STATION DESCRIPTION
 ME2900
 ME2900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2900'THE STATION IS THE RED LIGHT ATOP AND IN THE CENTER OF THE
 ME2900'CHICAGO METROPOLITAN SANITARY DISTRICT RADIO TOWER.  THE
 ME2900'TOWER IS A THREE-LEGGED SELF SUPPORTING TRUSS WORK SKELETON
 ME2900'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF ORANGE
 ME2900'AND WHITE, IS MOUNTED ON THE ROOF OF THE CALUMET DISPOSAL
 ME2900'PLANT WHICH IS NORTH OF BUILDING NUMBER 4.  THE TOP OF THE
 ME2900'TOWER HAS AN OVERALL HEIGHT OF ABOUT 125 FEET.
 ME2900'
 ME2900'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, ON THE NORTH SIDE
 ME2900'OF THE CALUMET SEWAGE DISPOSAL PLANT AND ABOUT 300 FEET NORTH
 ME2900'OF THE CENTER OF ONE-HUNDRED-TWENTY-FIFTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2805 ***********************************************************************
 ME2805  DESIGNATION -  CHICAGO SEARS E TV TOWER
 ME2805  PID         -  ME2805
 ME2805  STATE/COUNTY-  IL/COOK
 ME2805  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2805
 ME2805                         *CURRENT SURVEY CONTROL
 ME2805  ___________________________________________________________________
 ME2805* NAD 83(1997)-  41 52 43.96269(N)    087 38 09.07479(W)     ADJUSTED  
 ME2805* NAVD 88     -                                                        
 ME2805  ___________________________________________________________________
 ME2805  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 ME2805  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2805
 ME2805  HORZ ORDER  -  THIRD
 ME2805
 ME2805.The horizontal coordinates were established by classical geodetic methods
 ME2805.and adjusted by the National Geodetic Survey in October 1999..
 ME2805
 ME2805
 ME2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2805
 ME2805.The geoid height was determined by GEOID03.
 ME2805
 ME2805;                    North         East     Units Scale Factor Converg.
 ME2805;SPC IL E     -   578,884.972   357,894.851   MT  1.00001623   +0 27 56.2
 ME2805;SPC IL E     - 1,899,225.11  1,174,193.36   sFT  1.00001623   +0 27 56.2
 ME2805;UTM  16      - 4,636,523.825   447,240.211   MT  0.99963425   -0 25 28.1
 ME2805
 ME2805                          SUPERSEDED SURVEY CONTROL
 ME2805
 ME2805  NAD 83(1997)-  41 52 43.96289(N)    087 38 09.07522(W) AD(       ) 4
 ME2805  NAD 83(1997)-  41 52 43.96701(N)    087 38 09.08700(W) AD(       ) 4
 ME2805  NAD 83(1986)-  41 52 43.96777(N)    087 38 09.08614(W) AD(       ) 4
 ME2805  NAD 27      -  41 52 43.84748(N)    087 38 08.89749(W) AD(       ) 3
 ME2805
 ME2805.Superseded values are not recommended for survey control.
 ME2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2805.See file dsdata.txt to determine how the superseded data were derived.
 ME2805
 ME2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4724036524(NAD 83)
 ME2805_MARKER: 43 = RADIO/TV TOWER
 ME2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2805+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 ME2805
 ME2805  HISTORY     - Date     Condition        Report By
 ME2805  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2805  HISTORY     - 19941013 GOOD             USPSQD
 ME2805  HISTORY     - 20040810 GOOD             USPSQD
 ME2805
 ME2805                          STATION DESCRIPTION
 ME2805
 ME2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2805'THE STATION IS THE LIGHT ATOP THE EAST ONE OF TWO TELEVISION
 ME2805'TOWERS MOUNTED ON THE ROOF OF THE SEARS, ROEBUCK AND COMPANY
 ME2805'BUILDING, KNOWN AS THE SEARS TOWER, AND IS THE TALLEST BUILDING
 ME2805'IN CHICAGO.  THE TOWERS ARE WHITE AND HAVE AN OVERALL HEIGHT OF
 ME2805'ABOUT 1200 FEET.
 ME2805'
 ME2805'LOCATED IN DOWNTOWN CHICAGO.
 ME2805
 ME2805                          STATION RECOVERY (1994)
 ME2805
 ME2805'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2805'RECOVERED IN GOOD CONDITION.
 ME2805
 ME2805                          STATION RECOVERY (2004)
 ME2805
 ME2805'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMD)
 ME2805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2756 ***********************************************************************
 ME2756  DESIGNATION -  CHICAGO SEARS ROEBUCK TOWER
 ME2756  PID         -  ME2756
 ME2756  STATE/COUNTY-  IL/COOK
 ME2756  USGS QUAD   -  ENGLEWOOD (1997)
 ME2756
 ME2756                         *CURRENT SURVEY CONTROL
 ME2756  ___________________________________________________________________
 ME2756* NAD 83(1997)-  41 52 10.76651(N)    087 42 39.23443(W)     ADJUSTED  
 ME2756* NAVD 88     -                                                        
 ME2756  ___________________________________________________________________
 ME2756  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 ME2756  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2756
 ME2756  HORZ ORDER  -  THIRD
 ME2756
 ME2756.The horizontal coordinates were established by classical geodetic methods
 ME2756.and adjusted by the National Geodetic Survey in October 1999..
 ME2756
 ME2756
 ME2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2756
 ME2756.The geoid height was determined by GEOID03.
 ME2756
 ME2756;                    North         East     Units Scale Factor Converg.
 ME2756;SPC IL E     -   577,812.890   351,673.130   MT  1.00000784   +0 24 55.6
 ME2756;SPC IL E     - 1,895,707.79  1,153,780.93   sFT  1.00000784   +0 24 55.6
 ME2756;UTM  16      - 4,635,548.879   441,004.918   MT  0.99964283   -0 28 28.2
 ME2756
 ME2756                          SUPERSEDED SURVEY CONTROL
 ME2756
 ME2756  NAD 83(1997)-  41 52 10.76667(N)    087 42 39.23485(W) AD(       ) 4
 ME2756  NAD 83(1997)-  41 52 10.76991(N)    087 42 39.24633(W) AD(       ) 4
 ME2756  NAD 83(1986)-  41 52 10.77075(N)    087 42 39.24565(W) AD(       ) 4
 ME2756  NAD 27      -  41 52 10.65402(N)    087 42 39.04784(W) AD(       ) 3
 ME2756
 ME2756.Superseded values are not recommended for survey control.
 ME2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2756.See file dsdata.txt to determine how the superseded data were derived.
 ME2756
 ME2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4100535549(NAD 83)
 ME2756_MARKER: 55 = TOWER
 ME2756
 ME2756  HISTORY     - Date     Condition        Report By
 ME2756  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2756
 ME2756                          STATION DESCRIPTION
 ME2756
 ME2756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2756'THE STATION IS THE APEX OF THE SLIGHTLY SLOPING BROWN ROOF
 ME2756'OF THE BROWN BRICK TOWER RISING FROM THE EAST CENTRAL PART OF
 ME2756'THE SEARS ROEBUCK AND COMPANY BUILDING AND HAS AN OVERALL
 ME2756'HEIGHT OF ABOUT 210 FEET.
 ME2756'
 ME2756'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO IN THE
 ME2756'SOUTHEAST ANGLE OF THE INTERSECTION OF SOUTH HOMAN AVENUE AND
 ME2756'WEST ARTHINGTON STREET, 120 FEET SOUTH OF THE CENTER OF WEST
 ME2756'ARTHINGTON STREET AND 70 FEET WEST OF THE CENTER OF HOMAN
 ME2756'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3255 ***********************************************************************
 ME3255  DESIGNATION -  CHICAGO SEARS W TV TWR
 ME3255  PID         -  ME3255
 ME3255  STATE/COUNTY-  IL/COOK
 ME3255  USGS QUAD   -  CHICAGO LOOP (1997)
 ME3255
 ME3255                         *CURRENT SURVEY CONTROL
 ME3255  ___________________________________________________________________
 ME3255* NAD 83(1997)-  41 52 43.94243(N)    087 38 10.27134(W)     ADJUSTED  
 ME3255* NAVD 88     -                                                        
 ME3255  ___________________________________________________________________
 ME3255  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 ME3255  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME3255
 ME3255  HORZ ORDER  -  THIRD
 ME3255
 ME3255.The horizontal coordinates were established by classical geodetic methods
 ME3255.and adjusted by the National Geodetic Survey in October 1999..
 ME3255
 ME3255
 ME3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3255
 ME3255.The geoid height was determined by GEOID03.
 ME3255
 ME3255;                    North         East     Units Scale Factor Converg.
 ME3255;SPC IL E     -   578,884.123   357,867.267   MT  1.00001619   +0 27 55.4
 ME3255;SPC IL E     - 1,899,222.33  1,174,102.86   sFT  1.00001619   +0 27 55.4
 ME3255;UTM  16      - 4,636,523.405   447,212.628   MT  0.99963429   -0 25 28.9
 ME3255
 ME3255                          SUPERSEDED SURVEY CONTROL
 ME3255
 ME3255  NAD 83(1997)-  41 52 43.94263(N)    087 38 10.27177(W) AD(       ) 4
 ME3255  NAD 83(1997)-  41 52 43.94673(N)    087 38 10.28346(W) AD(       ) 4
 ME3255  NAD 83(1986)-  41 52 43.94707(N)    087 38 10.28239(W) AD(       ) 4
 ME3255
 ME3255.Superseded values are not recommended for survey control.
 ME3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3255.See file dsdata.txt to determine how the superseded data were derived.
 ME3255
 ME3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4721336523(NAD 83)
 ME3255_MARKER: 43 = RADIO/TV TOWER
 ME3255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3255+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 ME3255
 ME3255  HISTORY     - Date     Condition        Report By
 ME3255  HISTORY     - 1983     FIRST OBSERVED   IL1670
 ME3255  HISTORY     - 19941013 GOOD             USPSQD
 ME3255  HISTORY     - 20040810 GOOD             USPSQD
 ME3255
 ME3255                          STATION DESCRIPTION
 ME3255
 ME3255'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3255'LOCATED IN DOWNTOWN CHICAGO ATOP THE SEARS TOWER, AT 233 SOUTH
 ME3255'WACKER DRIVE.
 ME3255'
 ME3255'TO REACH SEE THE ABOVE PARAGRAPH.
 ME3255'
 ME3255'STATION IS THE WEST 1 OF 2 IDENTICAL TV TOWERS, WHITE IN COLOR AND
 ME3255'ABOUT 1200 FEET HIGH, INCLUDING THE HEIGHT OF THE BUILDING.
 ME3255'
 ME3255'DESCRIBED BY THE CITY OF CHICAGO.
 ME3255
 ME3255                          STATION RECOVERY (1994)
 ME3255
 ME3255'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME3255'RECOVERED IN GOOD CONDITION.
 ME3255
 ME3255                          STATION RECOVERY (2004)
 ME3255
 ME3255'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMD)
 ME3255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2898 ***********************************************************************
 ME2898  DESIGNATION -  CHICAGO SHERWIN WILLIAMS TANK
 ME2898  PID         -  ME2898
 ME2898  STATE/COUNTY-  IL/COOK
 ME2898  USGS QUAD   -  LAKE CALUMET (1997)
 ME2898
 ME2898                         *CURRENT SURVEY CONTROL
 ME2898  ___________________________________________________________________
 ME2898* NAD 83(1997)-  41 41 07.19342(N)    087 36 22.90732(W)     ADJUSTED  
 ME2898* NAVD 88     -                                                        
 ME2898  ___________________________________________________________________
 ME2898  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME2898  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2898
 ME2898  HORZ ORDER  -  THIRD
 ME2898
 ME2898.The horizontal coordinates were established by classical geodetic methods
 ME2898.and adjusted by the National Geodetic Survey in October 1999..
 ME2898
 ME2898
 ME2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2898
 ME2898.The geoid height was determined by GEOID03.
 ME2898
 ME2898;                    North         East     Units Scale Factor Converg.
 ME2898;SPC IL E     -   557,408.542   360,524.531   MT  1.00002006   +0 29 00.5
 ME2898;SPC IL E     - 1,828,764.52  1,182,820.90   sFT  1.00002006   +0 29 00.5
 ME2898;UTM  16      - 4,615,017.494   449,535.693   MT  0.99963134   -0 24 11.7
 ME2898
 ME2898                          SUPERSEDED SURVEY CONTROL
 ME2898
 ME2898  NAD 83(1997)-  41 41 07.19354(N)    087 36 22.90745(W) AD(       ) 4
 ME2898  NAD 83(1997)-  41 41 07.19826(N)    087 36 22.91572(W) AD(       ) 4
 ME2898  NAD 83(1986)-  41 41 07.19849(N)    087 36 22.91531(W) AD(       ) 4
 ME2898  NAD 27      -  41 41 07.07319(N)    087 36 22.75162(W) AD(       ) 3
 ME2898
 ME2898.Superseded values are not recommended for survey control.
 ME2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2898.See file dsdata.txt to determine how the superseded data were derived.
 ME2898
 ME2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4953615017(NAD 83)
 ME2898_MARKER: 53 = ELEVATED TANK
 ME2898
 ME2898  HISTORY     - Date     Condition        Report By
 ME2898  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2898
 ME2898                          STATION DESCRIPTION
 ME2898
 ME2898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2898'THE STATION IS THE TOP CENTER OF THE CHICAGO SHERWIN
 ME2898'WILLIAM PAINT COMPANY WATER TANK.  THE TANK HAS A
 ME2898'CYLINDRICAL BODY WITH A CONICAL SHAPED TOP AND HEMISPHERICAL
 ME2898'BOTTOM, SUPPORTED BY FOUR I-BEAM LEGS, WHITE IN COLOR WITH THE
 ME2898'NAME (SHERWIN WILLIAMS) IN BLUE LETTERS, AND IS
 ME2898'APPROXIMATELY 130 FEET HIGH.
 ME2898'
 ME2898'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE SOUTHEAST
 ME2898'ANGLE OF THE INTERSECTION OF SOUTH CHAMPLAIN AVENUE AND EAST
 ME2898'ONE-HUNDRED-FIFTEENTH STREET, 174 FEET EAST OF THE
 ME2898'CENTERLINE OF SOUTH CHAMPLAIN AVENUE AND 45 FEET SOUTH OF THE
 ME2898'CENTERLINE OF EAST ONE-HUNDRED-FIFTEENTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2856 ***********************************************************************
 ME2856  DESIGNATION -  CHICAGO SIMON PETER CH SPIRE
 ME2856  PID         -  ME2856
 ME2856  STATE/COUNTY-  IL/COOK
 ME2856  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2856
 ME2856                         *CURRENT SURVEY CONTROL
 ME2856  ___________________________________________________________________
 ME2856* NAD 83(1997)-  41 54 33.39271(N)    087 42 34.49906(W)     ADJUSTED  
 ME2856* NAVD 88     -                                                        
 ME2856  ___________________________________________________________________
 ME2856  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 ME2856  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2856
 ME2856  HORZ ORDER  -  THIRD
 ME2856
 ME2856.The horizontal coordinates were established by classical geodetic methods
 ME2856.and adjusted by the National Geodetic Survey in October 1999..
 ME2856
 ME2856
 ME2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2856
 ME2856.The geoid height was determined by GEOID03.
 ME2856
 ME2856;                    North         East     Units Scale Factor Converg.
 ME2856;SPC IL E     -   582,214.061   351,750.343   MT  1.00000794   +0 24 59.9
 ME2856;SPC IL E     - 1,910,147.30  1,154,034.25   sFT  1.00000794   +0 24 59.9
 ME2856;UTM  16      - 4,639,946.713   441,150.453   MT  0.99964262   -0 28 26.3
 ME2856
 ME2856                          SUPERSEDED SURVEY CONTROL
 ME2856
 ME2856  NAD 83(1997)-  41 54 33.39287(N)    087 42 34.49951(W) AD(       ) 4
 ME2856  NAD 83(1997)-  41 54 33.39598(N)    087 42 34.51196(W) AD(       ) 4
 ME2856  NAD 83(1986)-  41 54 33.39698(N)    087 42 34.51119(W) AD(       ) 4
 ME2856  NAD 27      -  41 54 33.28047(N)    087 42 34.30960(W) AD(       ) 3
 ME2856
 ME2856.Superseded values are not recommended for survey control.
 ME2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2856.See file dsdata.txt to determine how the superseded data were derived.
 ME2856
 ME2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4115039947(NAD 83)
 ME2856_MARKER: 89 = SPIRE
 ME2856
 ME2856  HISTORY     - Date     Condition        Report By
 ME2856  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2856
 ME2856                          STATION DESCRIPTION
 ME2856
 ME2856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2856'THE STATION IS THE TOP AND CENTER OF THE BLACK TILE SPIRE ATOP
 ME2856'OF THE BROWN BRICK BELL-CLOCK TOWER OF SIMON PETER LUTHERAN
 ME2856'CHURCH.  IT IS GREEN IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 ME2856'
 ME2856'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME2856'NORTHWEST ANGLE OF THE INTERSECTION OF WEST PIERCE AVENUE AND
 ME2856'NORTH SPAULDING AVENUE.  THE BELL-CLOCK TOWER IS AT THE
 ME2856'SOUTHEAST CORNER OF THE BROWN BRICK CHURCH BUILDING, 40 FEET
 ME2856'NORTH OF THE CENTERLINE OF WEST PIERCE AVENUE AND 40 FEET WEST
 ME2856'OF THE CENTERLINE OF NORTH SPAULDING AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1439 ***********************************************************************
 MF1439  DESIGNATION -  CHICAGO SPRINGFIELD AWY BCN 20
 MF1439  PID         -  MF1439
 MF1439  STATE/COUNTY-  IL/GRUNDY
 MF1439  USGS QUAD   -  COAL CITY (1993)
 MF1439
 MF1439                         *CURRENT SURVEY CONTROL
 MF1439  ___________________________________________________________________
 MF1439* NAD 83(1997)-  41 18 29.11914(N)    088 21 44.78889(W)     ADJUSTED  
 MF1439* NAVD 88     -                                                        
 MF1439  ___________________________________________________________________
 MF1439  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 MF1439  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MF1439
 MF1439  HORZ ORDER  -  THIRD
 MF1439
 MF1439.The horizontal coordinates were established by classical geodetic methods
 MF1439.and adjusted by the National Geodetic Survey in October 1999..
 MF1439
 MF1439
 MF1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1439
 MF1439.The geoid height was determined by GEOID03.
 MF1439
 MF1439;                    North         East     Units Scale Factor Converg.
 MF1439;SPC IL E     -   515,256.717   297,562.491   MT  0.99997507   -0 01 09.2
 MF1439;SPC IL E     - 1,690,471.41    976,252.94   sFT  0.99997507   -0 01 09.2
 MF1439;UTM  16      - 4,573,853.937   385,950.403   MT  0.99976008   -0 53 58.0
 MF1439
 MF1439                          SUPERSEDED SURVEY CONTROL
 MF1439
 MF1439  NAD 83(1997)-  41 18 29.11785(N)    088 21 44.79312(W) AD(       ) 4
 MF1439  NAD 83(1986)-  41 18 29.12675(N)    088 21 44.80122(W) AD(       ) 4
 MF1439  NAD 27      -  41 18 29.01300(N)    088 21 44.55700(W) AD(       ) 3
 MF1439
 MF1439.Superseded values are not recommended for survey control.
 MF1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1439.See file dsdata.txt to determine how the superseded data were derived.
 MF1439
 MF1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8595073854(NAD 83)
 MF1439_MARKER: 22 = AIRWAY BEACON
 MF1439
 MF1439  HISTORY     - Date     Condition        Report By
 MF1439  HISTORY     - 1944     FIRST OBSERVED   CGS
 MF1439
 MF1439                          STATION DESCRIPTION
 MF1439
 MF1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1439'STATION IS LOCATED ABOUT 3 MILES NW OF COAL CITY.  IT IS BEACON
 MF1439'20 OF AMBER AIRWAY 5, BETWEEN CHICAGO AND SPRINGFIELD.  IT IS
 MF1439'A STANDARD REVOLVING-TYPE BEACON ABOUT 70 FEET IN HEIGHT.  THE
 MF1439'AMBER COURSE LIGHTS FLASH THE NUMBER ZERO IN CODE.
 MF1439'
 MF1439'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 113-S
 MF1439'AND BROADWAY STREET IN COAL CITY, GO W ON STATE HIGHWAY 113-S
 MF1439'FOR 3.1 MILES, TURN RIGHT ON A GRAVELED ROAD AT A CROSS ROAD
 MF1439'AND GO 1.55 MILES TO A T-INTERSECTION.  TURN LEFT AND GO 1.05
 MF1439'MILES TO THE BEACON ON THE RIGHT.
 MF1439'
 MF1439'POINT SIGHTED WAS THE REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2738 ***********************************************************************
 ME2738  DESIGNATION -  CHICAGO ST ADALBERT CH CUPOLA
 ME2738  PID         -  ME2738
 ME2738  STATE/COUNTY-  IL/COOK
 ME2738  USGS QUAD   -  ENGLEWOOD (1997)
 ME2738
 ME2738                         *CURRENT SURVEY CONTROL
 ME2738  ___________________________________________________________________
 ME2738* NAD 83(1997)-  41 51 31.72858(N)    087 40 04.83659(W)     ADJUSTED  
 ME2738* NAVD 88     -                                                        
 ME2738  ___________________________________________________________________
 ME2738  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 ME2738  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME2738
 ME2738  HORZ ORDER  -  THIRD
 ME2738
 ME2738.The horizontal coordinates were established by classical geodetic methods
 ME2738.and adjusted by the National Geodetic Survey in October 1999..
 ME2738
 ME2738
 ME2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2738
 ME2738.The geoid height was determined by GEOID03.
 ME2738
 ME2738;                    North         East     Units Scale Factor Converg.
 ME2738;SPC IL E     -   576,635.182   355,242.970   MT  1.00001254   +0 26 38.3
 ME2738;SPC IL E     - 1,891,843.93  1,165,492.98   sFT  1.00001254   +0 26 38.3
 ME2738;UTM  16      - 4,634,316.330   444,554.724   MT  0.99963783   -0 26 44.8
 ME2738
 ME2738                          SUPERSEDED SURVEY CONTROL
 ME2738
 ME2738  NAD 83(1997)-  41 51 31.72875(N)    087 40 04.83700(W) AD(       ) 4
 ME2738  NAD 83(1997)-  41 51 31.73255(N)    087 40 04.84831(W) AD(       ) 4
 ME2738  NAD 83(1986)-  41 51 31.73330(N)    087 40 04.84761(W) AD(       ) 4
 ME2738  NAD 27      -  41 51 31.61352(N)    087 40 04.65641(W) AD(       ) 3
 ME2738
 ME2738.Superseded values are not recommended for survey control.
 ME2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2738.See file dsdata.txt to determine how the superseded data were derived.
 ME2738
 ME2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4455534316(NAD 83)
 ME2738_MARKER: 86 = CUPOLA
 ME2738
 ME2738  HISTORY     - Date     Condition        Report By
 ME2738  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2738
 ME2738                          STATION DESCRIPTION
 ME2738
 ME2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2738'THE STATION IS THE CENTER OF THE BALL AT THE BASE OF THE GRAY
 ME2738'CROSS ATOP THE GREEN CUPOLA SURMOUNTING THE WHITE BRICK BELL
 ME2738'TOWER OF THE SAINT ADALBERT CATHOLIC CHURCH WHICH HAS AN
 ME2738'OVERALL HEIGHT OF ABOUT 150 FEET.
 ME2738'
 ME2738'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO IN THE
 ME2738'NORTHEAST ANGLE OF THE INTERSECTION OF SOUTH PAULINA AVENUE
 ME2738'AND WEST SEVENTEENTH STREET, 165 FEET EAST OF THE CENTER OF
 ME2738'SOUTH PAULINA AVENUE AND 45 FEET NORTH OF THE CENTER OF WEST
 ME2738'SEVENTEENTH STREET.  THE CUPOLA IS THE FARTHEST WEST ONE OF TWO
 ME2738'IDENTICAL CUPOLAS AND IS AT THE SOUTHWEST CORNER OF THE CHURCH
 ME2738'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2822 ***********************************************************************
 ME2822  DESIGNATION -  CHICAGO ST ALPHONSUS CH SPIRE
 ME2822  PID         -  ME2822
 ME2822  STATE/COUNTY-  IL/COOK
 ME2822  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2822
 ME2822                         *CURRENT SURVEY CONTROL
 ME2822  ___________________________________________________________________
 ME2822* NAD 83(1997)-  41 56 09.07682(N)    087 39 50.42361(W)     ADJUSTED  
 ME2822* NAVD 88     -                                                        
 ME2822  ___________________________________________________________________
 ME2822  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 ME2822  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2822
 ME2822  HORZ ORDER  -  THIRD
 ME2822
 ME2822.The horizontal coordinates were established by classical geodetic methods
 ME2822.and adjusted by the National Geodetic Survey in October 1999..
 ME2822
 ME2822
 ME2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2822
 ME2822.The geoid height was determined by GEOID03.
 ME2822
 ME2822;                    North         East     Units Scale Factor Converg.
 ME2822;SPC IL E     -   585,194.679   355,508.641   MT  1.00001290   +0 26 50.4
 ME2822;SPC IL E     - 1,919,926.21  1,166,364.60   sFT  1.00001290   +0 26 50.4
 ME2822;UTM  16      - 4,642,867.455   444,953.229   MT  0.99963729   -0 26 37.6
 ME2822
 ME2822                          SUPERSEDED SURVEY CONTROL
 ME2822
 ME2822  NAD 83(1997)-  41 56 09.07701(N)    087 39 50.42409(W) AD(       ) 4
 ME2822  NAD 83(1997)-  41 56 09.08071(N)    087 39 50.43722(W) AD(       ) 4
 ME2822  NAD 83(1986)-  41 56 09.08172(N)    087 39 50.43634(W) AD(       ) 4
 ME2822  NAD 27      -  41 56 08.96376(N)    087 39 50.23812(W) AD(       ) 3
 ME2822
 ME2822.Superseded values are not recommended for survey control.
 ME2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2822.See file dsdata.txt to determine how the superseded data were derived.
 ME2822
 ME2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4495342867(NAD 83)
 ME2822_MARKER: 90 = CHURCH SPIRE
 ME2822
 ME2822  HISTORY     - Date     Condition        Report By
 ME2822  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2822  HISTORY     - 19950512 GOOD             USPSQD
 ME2822
 ME2822                          STATION DESCRIPTION
 ME2822
 ME2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2822'THE STATION IS THE BALL AT THE BASE OF THE CROSS ON THE
 ME2822'GREEN SPIRE ATOP THE TAN BLOCK BELL AND CLOCK TOWER OF THE
 ME2822'ST. ALPHONSUS CATHOLIC CHURCH AND IS APPROXIMATELY
 ME2822'215 FEET HIGH.
 ME2822'
 ME2822'LOCATED IN THE NORTHEAST SECTION OF CHICAGO IN THE SOUTHWEST
 ME2822'ANGLE OF THE INTERSECTION OF WEST WELLINGTON AVENUE AND NORTH
 ME2822'SOUTHPORT AVENUE.  THE CLOCK AND BELL TOWER ARE LOCATED AT
 ME2822'EAST FACE ON TAN BLOCK CHURCH BUILDING, 90 FEET SOUTH OF
 ME2822'THE CENTERLINE OF WEST WELLINGTON AVENUE AND 90 FEET WEST
 ME2822'OF THE CENTERLINE OF NORTH SOUTHPORT AVENUE.
 ME2822
 ME2822                          STATION RECOVERY (1995)
 ME2822
 ME2822'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME2822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2827 ***********************************************************************
 ME2827  DESIGNATION -  CHICAGO ST ANDREW CH TWR
 ME2827  PID         -  ME2827
 ME2827  STATE/COUNTY-  IL/COOK
 ME2827  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2827
 ME2827                         *CURRENT SURVEY CONTROL
 ME2827  ___________________________________________________________________
 ME2827* NAD 83(1997)-  41 56 48.57322(N)    087 40 17.37142(W)     ADJUSTED  
 ME2827* NAVD 88     -                                                        
 ME2827  ___________________________________________________________________
 ME2827  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ME2827  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME2827
 ME2827  HORZ ORDER  -  THIRD
 ME2827
 ME2827.The horizontal coordinates were established by classical geodetic methods
 ME2827.and adjusted by the National Geodetic Survey in October 1999..
 ME2827
 ME2827
 ME2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2827
 ME2827.The geoid height was determined by GEOID03.
 ME2827
 ME2827;                    North         East     Units Scale Factor Converg.
 ME2827;SPC IL E     -   586,408.435   354,878.441   MT  1.00001204   +0 26 32.7
 ME2827;SPC IL E     - 1,923,908.34  1,164,297.02   sFT  1.00001204   +0 26 32.7
 ME2827;UTM  16      - 4,644,090.408   444,342.212   MT  0.99963812   -0 26 55.9
 ME2827
 ME2827                          SUPERSEDED SURVEY CONTROL
 ME2827
 ME2827  NAD 83(1997)-  41 56 48.57341(N)    087 40 17.37191(W) AD(       ) 4
 ME2827  NAD 83(1997)-  41 56 48.57697(N)    087 40 17.38532(W) AD(       ) 4
 ME2827  NAD 83(1986)-  41 56 48.57802(N)    087 40 17.38444(W) AD(       ) 4
 ME2827  NAD 27      -  41 56 48.46040(N)    087 40 17.18463(W) AD(       ) 3
 ME2827
 ME2827.Superseded values are not recommended for survey control.
 ME2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2827.See file dsdata.txt to determine how the superseded data were derived.
 ME2827
 ME2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4434244090(NAD 83)
 ME2827_MARKER: 55 = TOWER
 ME2827
 ME2827  HISTORY     - Date     Condition        Report By
 ME2827  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2827
 ME2827                          STATION DESCRIPTION
 ME2827
 ME2827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2827'THE STATION IS THE BASE OF THE CROSS OF THE BROWN BRICK
 ME2827'BELL TOWER WITH GREEN ROOF OF ST. ANDREWS CATHOLIC CHURCH.
 ME2827'THE CROSS IS THE NORTH ON OF TWO IDENTICAL AND IS YELLOW IN
 ME2827'COLOR AND APPROXIMATELY 95 FEET HIGH.
 ME2827'
 ME2827'LOCATED IN THE NORTH SECTION OF CHICAGO IN THE SOUTHWEST ANGLE
 ME2827'OF THE INTERSECTION OF WEST ADDISON STREET AND NORTH PAULINA
 ME2827'STREET.  THE BELL TOWER IS LOCATED AT THE NORTHEAST CORNER OF
 ME2827'THE CHURCH BUILDING AND IS THE FARTHEST NORTH OF THE TWO
 ME2827'IDENTICAL TOWERS, 45 FEET SOUTH OF THE CENTERLINE OF WEST
 ME2827'ADDISON STREET AND 55 FEET WEST OF THE CENTERLINE OF NORTH
 ME2827'PAULINA STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2714 ***********************************************************************
 ME2714  DESIGNATION -  CHICAGO ST AUGUSTINE CATH CH
 ME2714  PID         -  ME2714
 ME2714  STATE/COUNTY-  IL/COOK
 ME2714  USGS QUAD   -  ENGLEWOOD (1997)
 ME2714
 ME2714                         *CURRENT SURVEY CONTROL
 ME2714  ___________________________________________________________________
 ME2714* NAD 83(1997)-  41 48 07.56800(N)    087 39 43.74438(W)     ADJUSTED  
 ME2714* NAVD 88     -                                                        
 ME2714  ___________________________________________________________________
 ME2714  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 ME2714  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2714
 ME2714  HORZ ORDER  -  THIRD
 ME2714
 ME2714.The horizontal coordinates were established by classical geodetic methods
 ME2714.and adjusted by the National Geodetic Survey in October 1999..
 ME2714
 ME2714
 ME2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2714
 ME2714.The geoid height was determined by GEOID03.
 ME2714
 ME2714;                    North         East     Units Scale Factor Converg.
 ME2714;SPC IL E     -   570,340.157   355,778.664   MT  1.00001327   +0 26 50.6
 ME2714;SPC IL E     - 1,871,191.00  1,167,250.50   sFT  1.00001327   +0 26 50.6
 ME2714;UTM  16      - 4,628,016.114   444,992.490   MT  0.99963723   -0 26 28.9
 ME2714
 ME2714                          SUPERSEDED SURVEY CONTROL
 ME2714
 ME2714  NAD 83(1997)-  41 48 07.56816(N)    087 39 43.74471(W) AD(       ) 4
 ME2714  NAD 83(1997)-  41 48 07.57220(N)    087 39 43.75488(W) AD(       ) 4
 ME2714  NAD 83(1986)-  41 48 07.57275(N)    087 39 43.75421(W) AD(       ) 4
 ME2714  NAD 27      -  41 48 07.45210(N)    087 39 43.56912(W) AD(       ) 3
 ME2714
 ME2714.Superseded values are not recommended for survey control.
 ME2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2714.See file dsdata.txt to determine how the superseded data were derived.
 ME2714
 ME2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4499228016(NAD 83)
 ME2714_MARKER: 90 = CHURCH SPIRE
 ME2714
 ME2714  HISTORY     - Date     Condition        Report By
 ME2714  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2714  HISTORY     - 1959     GOOD             CGS
 ME2714  HISTORY     - 1977     GOOD             NGS
 ME2714  HISTORY     - 1987     GOOD             USPSQD
 ME2714
 ME2714                          STATION DESCRIPTION
 ME2714
 ME2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2714'THE STATION IS THE CENTER OF THE BASE OF A CROSS AT THE TOP OF
 ME2714'THE SPIRE OF ST.
 ME2714'AUGUSTINE CATHOLIC CHURCH LOCATED ON THE EAST SIDE OF LAFLIN STREET
 ME2714'200 FEET NORTH OF 51ST STREET IN THE
 ME2714'SOUTH CENTRAL SECTION OF CHICAGO.  IT IS A STONE CROSS
 ME2714'AT THE TOP OF A GREY SLATE COVERED SPIRE ON A RED
 ME2714'BRICK TOWER AT THE WEST ENTRANCE TO
 ME2714'THE CHURCH.  THE HEIGHT IS ABOUT 135 FEET.
 ME2714
 ME2714                          STATION RECOVERY (1959)
 ME2714
 ME2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME2714'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2714
 ME2714                          STATION RECOVERY (1977)
 ME2714
 ME2714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2714'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2714'CHICAGO, ST. AUGUSTINE CATHOLIC CHURCH SPIRE.
 ME2714'
 ME2714'THE STATION IS THE BASE OF THE GREEN CROSS ATOP THE BLACK AND
 ME2714'GREEN SPIRE SURMOUNTING THE BROWN BRICK BELL TOWER OF THE
 ME2714'SAINT AUGUSTINE CATHOLIC CHURCH WHICH HAS AN OVERALL HEIGHT OF
 ME2714'ABOUT 135 FEET.
 ME2714'
 ME2714'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO, 220 FEET
 ME2714'NORTH OF FIFTY-FIRST STREET, ON THE EAST SIDE OF LAFLIN STREET
 ME2714'AND RISING FROM THE WEST CENTRAL FACE OF THE CHURCH BUILDING.
 ME2714
 ME2714                          STATION RECOVERY (1987)
 ME2714
 ME2714'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3039 ***********************************************************************
 ME3039  DESIGNATION -  CHICAGO ST BART CH SPIRE
 ME3039  PID         -  ME3039
 ME3039  STATE/COUNTY-  IL/COOK
 ME3039  USGS QUAD   -  RIVER FOREST (1997)
 ME3039
 ME3039                         *CURRENT SURVEY CONTROL
 ME3039  ___________________________________________________________________
 ME3039* NAD 83(1997)-  41 56 46.84282(N)    087 45 06.31810(W)     ADJUSTED  
 ME3039* NAVD 88     -                                                        
 ME3039  ___________________________________________________________________
 ME3039  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 ME3039  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3039
 ME3039  HORZ ORDER  -  THIRD
 ME3039
 ME3039.The horizontal coordinates were established by classical geodetic methods
 ME3039.and adjusted by the National Geodetic Survey in October 1999..
 ME3039
 ME3039
 ME3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3039
 ME3039.The geoid height was determined by GEOID03.
 ME3039
 ME3039;                    North         East     Units Scale Factor Converg.
 ME3039;SPC IL E     -   586,306.774   348,223.546   MT  1.00000360   +0 23 19.5
 ME3039;SPC IL E     - 1,923,574.81  1,142,463.42   sFT  1.00000360   +0 23 19.5
 ME3039;UTM  16      - 4,644,092.275   437,688.970   MT  0.99964778   -0 30 09.1
 ME3039
 ME3039                          SUPERSEDED SURVEY CONTROL
 ME3039
 ME3039  NAD 83(1997)-  41 56 46.84297(N)    087 45 06.31861(W) AD(       ) 4
 ME3039  NAD 83(1997)-  41 56 46.84534(N)    087 45 06.33189(W) AD(       ) 4
 ME3039  NAD 83(1986)-  41 56 46.84654(N)    087 45 06.33119(W) AD(       ) 4
 ME3039  NAD 27      -  41 56 46.73204(N)    087 45 06.12056(W) AD(       ) 3
 ME3039
 ME3039.Superseded values are not recommended for survey control.
 ME3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3039.See file dsdata.txt to determine how the superseded data were derived.
 ME3039
 ME3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3768944092(NAD 83)
 ME3039_MARKER: 90 = CHURCH SPIRE
 ME3039
 ME3039  HISTORY     - Date     Condition        Report By
 ME3039  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3039
 ME3039                          STATION DESCRIPTION
 ME3039
 ME3039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3039'THE STATION IS THE BASE OF THE CROSS ON THE GREY SPIRE
 ME3039'ATOP THE TAN BLOCK BELL TOWER OF SAINT BARTHOLOMEW CATHOLIC
 ME3039'CHURCH AND IS APPROXIMATELY 110 FEET HIGHT.
 ME3039'
 ME3039'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME3039'NORTHEAST ANGLE OF THE INTERSECTION OF WEST ADDISON STREET
 ME3039'AND NORTH LAVERGNE AVENUE.  THE TOWER IS LOCATED AT THE WEST
 ME3039'CENTRAL FACE OF THE CHURCH BUILDING, 100 FEET NORTH OF THE
 ME3039'CENTERLINE OF ADDISON STREET AND 70 FEET EAST OF THE CENTERLINE
 ME3039'OF LAVERGNE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2832 ***********************************************************************
 ME2832  DESIGNATION -  CHICAGO ST BENEDICT CH SPIRE
 ME2832  PID         -  ME2832
 ME2832  STATE/COUNTY-  IL/COOK
 ME2832  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2832
 ME2832                         *CURRENT SURVEY CONTROL
 ME2832  ___________________________________________________________________
 ME2832* NAD 83(1997)-  41 57 13.98429(N)    087 41 01.61231(W)     ADJUSTED  
 ME2832* NAVD 88     -                                                        
 ME2832  ___________________________________________________________________
 ME2832  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 ME2832  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME2832
 ME2832  HORZ ORDER  -  THIRD
 ME2832
 ME2832.The horizontal coordinates were established by classical geodetic methods
 ME2832.and adjusted by the National Geodetic Survey in October 1999..
 ME2832
 ME2832
 ME2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2832
 ME2832.The geoid height was determined by GEOID03.
 ME2832
 ME2832;                    North         East     Units Scale Factor Converg.
 ME2832;SPC IL E     -   587,184.644   353,853.506   MT  1.00001067   +0 26 03.3
 ME2832;SPC IL E     - 1,926,454.95  1,160,934.38   sFT  1.00001067   +0 26 03.3
 ME2832;UTM  16      - 4,644,882.172   443,329.853   MT  0.99963952   -0 27 25.7
 ME2832
 ME2832                          SUPERSEDED SURVEY CONTROL
 ME2832
 ME2832  NAD 83(1997)-  41 57 13.98447(N)    087 41 01.61281(W) AD(       ) 4
 ME2832  NAD 83(1997)-  41 57 13.98784(N)    087 41 01.62639(W) AD(       ) 4
 ME2832  NAD 83(1986)-  41 57 13.98894(N)    087 41 01.62551(W) AD(       ) 4
 ME2832  NAD 27      -  41 57 13.87190(N)    087 41 01.42342(W) AD(       ) 3
 ME2832
 ME2832.Superseded values are not recommended for survey control.
 ME2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2832.See file dsdata.txt to determine how the superseded data were derived.
 ME2832
 ME2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4333044882(NAD 83)
 ME2832_MARKER: 90 = CHURCH SPIRE
 ME2832
 ME2832  HISTORY     - Date     Condition        Report By
 ME2832  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2832
 ME2832                          STATION DESCRIPTION
 ME2832
 ME2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2832'THE STATION IS THE BALL AT THE BASE OF THE CROSS OF THE
 ME2832'BROWN BRICK BELL AND CLOCK TOWER OF ST. BENEDICT CATHOLIC
 ME2832'CHURCH.  IT IS GREEN IN COLOR AND APPROXIMATELY 160 FEET HIGH.
 ME2832'
 ME2832'LOCATED IN THE NORTH SECTION OF CHICAGO IN THE SOUTHWEST ANGLE
 ME2832'OF THE INTERSECTION OF WEST IRVING PARK ROAD. AND NORTH
 ME2832'LEAVITT STREET.  THE TOWER IS LOCATED AT THE NORTHEAST CORNER
 ME2832'OF THE CHURCH BUILDING, 75 FEET SOUTH OF THE CENTERLINE
 ME2832'OF IRVING PARK ROAD AND 50 FEET WEST OF THE CENTERLINE OF
 ME2832'NORTH LEAVITT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2819 ***********************************************************************
 ME2819  DESIGNATION -  CHICAGO ST BONIFACE CH SPIRE
 ME2819  PID         -  ME2819
 ME2819  STATE/COUNTY-  IL/COOK
 ME2819  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2819
 ME2819                         *CURRENT SURVEY CONTROL
 ME2819  ___________________________________________________________________
 ME2819* NAD 83(1997)-  41 53 53.15571(N)    087 39 44.25185(W)     ADJUSTED  
 ME2819* NAVD 88     -                                                        
 ME2819  ___________________________________________________________________
 ME2819  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 ME2819  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2819
 ME2819  HORZ ORDER  -  THIRD
 ME2819
 ME2819.The horizontal coordinates were established by classical geodetic methods
 ME2819.and adjusted by the National Geodetic Survey in October 1999..
 ME2819
 ME2819
 ME2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2819
 ME2819.The geoid height was determined by GEOID03.
 ME2819
 ME2819;                    North         East     Units Scale Factor Converg.
 ME2819;SPC IL E     -   581,002.257   355,683.631   MT  1.00001314   +0 26 53.3
 ME2819;SPC IL E     - 1,906,171.57  1,166,938.71   sFT  1.00001314   +0 26 53.3
 ME2819;UTM  16      - 4,638,674.396   445,062.980   MT  0.99963714   -0 26 32.3
 ME2819
 ME2819                          SUPERSEDED SURVEY CONTROL
 ME2819
 ME2819  NAD 83(1997)-  41 53 53.15589(N)    087 39 44.25229(W) AD(       ) 4
 ME2819  NAD 83(1997)-  41 53 53.15967(N)    087 39 44.26449(W) AD(       ) 4
 ME2819  NAD 83(1986)-  41 53 53.16057(N)    087 39 44.26370(W) AD(       ) 4
 ME2819  NAD 27      -  41 53 53.04169(N)    087 39 44.06891(W) AD(       ) 3
 ME2819
 ME2819.Superseded values are not recommended for survey control.
 ME2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2819.See file dsdata.txt to determine how the superseded data were derived.
 ME2819
 ME2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4506338674(NAD 83)
 ME2819_MARKER: 90 = CHURCH SPIRE
 ME2819
 ME2819  HISTORY     - Date     Condition        Report By
 ME2819  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2819
 ME2819                          STATION DESCRIPTION
 ME2819
 ME2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2819'THE STATION IS THE BALL AT BASE OF CROSS OF THE CHICAGO ST
 ME2819'BONIFACE CATHOLIC CHURCH SPIRE.  THE SPIRE IS RED TILE ATOP
 ME2819'A BROWN BRICK BELL TOWER, ATTACHED TO THE SOUTHWEST
 ME2819'GABLE OF THE CHURCH BUILDING.  IT IS APPROXIMATELY 140 FEET
 ME2819'HIGH.
 ME2819'
 ME2819'LOCATED IN THE CENTRAL SECTION OF CHICAGO IN THE NORTHEAST
 ME2819'ANGLE OF THE INTERSECTION OF NORTH NOBLE STREET AND WEST
 ME2819'CHESTNUT STREET, 45 FEET NORTH OF THE CENTERLINE OF WEST
 ME2819'CHESTNUT STREET AND 45 FEET EAST OF THE CENTERLINE OF NORTH
 ME2819'NOBLE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2732 ***********************************************************************
 ME2732  DESIGNATION -  CHICAGO ST BRENDAN CH SPIRE
 ME2732  PID         -  ME2732
 ME2732  STATE/COUNTY-  IL/COOK
 ME2732  USGS QUAD   -  ENGLEWOOD (1997)
 ME2732
 ME2732                         *CURRENT SURVEY CONTROL
 ME2732  ___________________________________________________________________
 ME2732* NAD 83(1997)-  41 46 19.92639(N)    087 39 16.30501(W)     ADJUSTED  
 ME2732* NAVD 88     -                                                        
 ME2732  ___________________________________________________________________
 ME2732  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ME2732  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2732
 ME2732  HORZ ORDER  -  THIRD
 ME2732
 ME2732.The horizontal coordinates were established by classical geodetic methods
 ME2732.and adjusted by the National Geodetic Survey in October 1999..
 ME2732
 ME2732
 ME2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2732
 ME2732.The geoid height was determined by GEOID03.
 ME2732
 ME2732;                    North         East     Units Scale Factor Converg.
 ME2732;SPC IL E     -   567,024.170   356,438.317   MT  1.00001418   +0 27 08.0
 ME2732;SPC IL E     - 1,860,311.80  1,169,414.71   sFT  1.00001418   +0 27 08.0
 ME2732;UTM  16      - 4,624,691.551   445,600.415   MT  0.99963642   -0 26 09.7
 ME2732
 ME2732                          SUPERSEDED SURVEY CONTROL
 ME2732
 ME2732  NAD 83(1997)-  41 46 19.92654(N)    087 39 16.30531(W) AD(       ) 4
 ME2732  NAD 83(1997)-  41 46 19.93072(N)    087 39 16.31492(W) AD(       ) 4
 ME2732  NAD 83(1986)-  41 46 19.93118(N)    087 39 16.31434(W) AD(       ) 4
 ME2732  NAD 27      -  41 46 19.80992(N)    087 39 16.13352(W) AD(       ) 3
 ME2732
 ME2732.Superseded values are not recommended for survey control.
 ME2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2732.See file dsdata.txt to determine how the superseded data were derived.
 ME2732
 ME2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4560024692(NAD 83)
 ME2732_MARKER: 90 = CHURCH SPIRE
 ME2732
 ME2732  HISTORY     - Date     Condition        Report By
 ME2732  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2732
 ME2732                          STATION DESCRIPTION
 ME2732
 ME2732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2732'THE STATION IS THE BASE OF CROSS OF THE CHICAGO SAINT BRENDAN
 ME2732'CATHOLIC CHURCH SPIRE.  IT IS A BLACK AND GREEN SPIRE ATOP
 ME2732'REDDISH BROWN BRICK TOWER ATTACHED TO THE NORTHEAST CORNER OF
 ME2732'CHURCH BUILDING.
 ME2732'
 ME2732'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO, IN THE
 ME2732'SOUTHWEST ANGLE OF THE INTERSECTION OF SOUTH RACINE AVENUE AND
 ME2732'WEST MARQUETTE ROAD, 60 FEET WEST OF THE CENTERLINE OF SOUTH
 ME2732'RACINE AVENUE AND 50 FEET SOUTH OF THE CENTERLINE OF WEST
 ME2732'MARQUETTE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2687 ***********************************************************************
 ME2687  DESIGNATION -  CHICAGO ST COLUMBIAN CH SPIRE
 ME2687  PID         -  ME2687
 ME2687  STATE/COUNTY-  IL/COOK
 ME2687  USGS QUAD   -  JACKSON PARK (1993)
 ME2687
 ME2687                         *CURRENT SURVEY CONTROL
 ME2687  ___________________________________________________________________
 ME2687* NAD 83(1997)-  41 45 55.64017(N)    087 37 03.89149(W)     ADJUSTED  
 ME2687* NAVD 88     -                                                        
 ME2687  ___________________________________________________________________
 ME2687  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 ME2687  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2687
 ME2687  HORZ ORDER  -  THIRD
 ME2687
 ME2687.The horizontal coordinates were established by classical geodetic methods
 ME2687.and adjusted by the National Geodetic Survey in October 1999..
 ME2687
 ME2687
 ME2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2687
 ME2687.The geoid height was determined by GEOID03.
 ME2687
 ME2687;                    North         East     Units Scale Factor Converg.
 ME2687;SPC IL E     -   566,299.684   359,502.723   MT  1.00001855   +0 28 36.0
 ME2687;SPC IL E     - 1,857,934.88  1,179,468.52   sFT  1.00001855   +0 28 36.0
 ME2687;UTM  16      - 4,623,919.945   448,652.056   MT  0.99963244   -0 24 41.3
 ME2687
 ME2687                          SUPERSEDED SURVEY CONTROL
 ME2687
 ME2687  NAD 83(1997)-  41 45 55.64034(N)    087 37 03.89176(W) AD(       ) 4
 ME2687  NAD 83(1997)-  41 45 55.64492(N)    087 37 03.90133(W) AD(       ) 4
 ME2687  NAD 83(1986)-  41 45 55.64530(N)    087 37 03.90075(W) AD(       ) 4
 ME2687  NAD 27      -  41 45 55.52142(N)    087 37 03.72569(W) AD(       ) 3
 ME2687
 ME2687.Superseded values are not recommended for survey control.
 ME2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2687.See file dsdata.txt to determine how the superseded data were derived.
 ME2687
 ME2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4865223920(NAD 83)
 ME2687_MARKER: 90 = CHURCH SPIRE
 ME2687
 ME2687  HISTORY     - Date     Condition        Report By
 ME2687  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2687
 ME2687                          STATION DESCRIPTION
 ME2687
 ME2687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2687'THE STATION IS THE BALL AT BASE OF CROSS OF THE CHICAGO,
 ME2687'ST. COLUMBIAN CATHOLIC CHURCH SPIRE.  THE SPIRE IS GREEN IN
 ME2687'COLOR ATOP THE NORTHEAST CORNER OF BROWN BRICK AND GREY BLOCK
 ME2687'CHURCH BUILDING BELL TOWER.
 ME2687'
 ME2687'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE SOUTHEAST
 ME2687'ANGLE OF THE INTERSECTION OF EAST SEVENTY-FIRST STREET AND
 ME2687'SOUTH PRAIRIE AVENUE, 190 FEET EAST OF THE CENTERLINE OF SOUTH
 ME2687'PRAIRIE AVENUE AND 70 FEET SOUTH OF THE CENTERLINE OF EAST
 ME2687'SEVENTY-FIRST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3050 ***********************************************************************
 ME3050  DESIGNATION -  CHICAGO ST CORNELIUS CH TOWER
 ME3050  PID         -  ME3050
 ME3050  STATE/COUNTY-  IL/COOK
 ME3050  USGS QUAD   -  RIVER FOREST (1997)
 ME3050
 ME3050                         *CURRENT SURVEY CONTROL
 ME3050  ___________________________________________________________________
 ME3050* NAD 83(1997)-  41 58 31.22970(N)    087 45 50.71360(W)     ADJUSTED  
 ME3050* NAVD 88     -                                                        
 ME3050  ___________________________________________________________________
 ME3050  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ME3050  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME3050
 ME3050  HORZ ORDER  -  THIRD
 ME3050
 ME3050.The horizontal coordinates were established by classical geodetic methods
 ME3050.and adjusted by the National Geodetic Survey in October 1999..
 ME3050
 ME3050
 ME3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3050
 ME3050.The geoid height was determined by GEOID03.
 ME3050
 ME3050;                    North         East     Units Scale Factor Converg.
 ME3050;SPC IL E     -   589,520.544   347,179.591   MT  1.00000238   +0 22 50.6
 ME3050;SPC IL E     - 1,934,118.65  1,139,038.37   sFT  1.00000238   +0 22 50.6
 ME3050;UTM  16      - 4,647,320.755   436,695.497   MT  0.99964931   -0 30 39.8
 ME3050
 ME3050                          SUPERSEDED SURVEY CONTROL
 ME3050
 ME3050  NAD 83(1997)-  41 58 31.22984(N)    087 45 50.71414(W) AD(       ) 4
 ME3050  NAD 83(1997)-  41 58 31.23198(N)    087 45 50.72814(W) AD(       ) 4
 ME3050  NAD 83(1986)-  41 58 31.23331(N)    087 45 50.72738(W) AD(       ) 4
 ME3050  NAD 27      -  41 58 31.12055(N)    087 45 50.51233(W) AD(       ) 3
 ME3050
 ME3050.Superseded values are not recommended for survey control.
 ME3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3050.See file dsdata.txt to determine how the superseded data were derived.
 ME3050
 ME3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3669547321(NAD 83)
 ME3050_MARKER: 89 = SPIRE
 ME3050
 ME3050  HISTORY     - Date     Condition        Report By
 ME3050  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3050
 ME3050                          STATION DESCRIPTION
 ME3050
 ME3050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3050'THE STATION IS THE BASE OF THE CROSS ATOP THE TAN BRICK
 ME3050'BELL TOWER OF ST. CORNELIUS CATHOLIC CHURCH, 5430 WEST FOSTER
 ME3050'AVENUE.  IT IS GOLD IN COLOR AND APPROXIMATELY 95 FEET HIGH.
 ME3050'
 ME3050'LOCATED IN THE NORTHWEST SECTION OF CHICAGO IN THE NORTHWEST
 ME3050'ANGLE OF THE INTERSECTION OF WEST FOSTER AVENUE AND LOTUS AVENUE
 ME3050'EXTENDED NORTH.  THE TOWER IS ATTACHED TO THE SOUTHWEST
 ME3050'CORNER OF TAN BRICK CHURCH BUILDING, 70 FEET NORTH OF THE
 ME3050'CENTERLINE OF WEST FOSTER AVENUE, 30 FEET WEST OF THE CENTERLINE
 ME3050'OF NORTH LOTUS AVENUE, EXTENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3054 ***********************************************************************
 ME3054  DESIGNATION -  CHICAGO ST FERDINAND CH SPIRE
 ME3054  PID         -  ME3054
 ME3054  STATE/COUNTY-  IL/COOK
 ME3054  USGS QUAD   -  RIVER FOREST (1997)
 ME3054
 ME3054                         *CURRENT SURVEY CONTROL
 ME3054  ___________________________________________________________________
 ME3054* NAD 83(1997)-  41 56 12.89882(N)    087 46 28.94707(W)     ADJUSTED  
 ME3054* NAVD 88     -                                                        
 ME3054  ___________________________________________________________________
 ME3054  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 ME3054  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME3054
 ME3054  HORZ ORDER  -  THIRD
 ME3054
 ME3054.The horizontal coordinates were established by classical geodetic methods
 ME3054.and adjusted by the National Geodetic Survey in October 1999..
 ME3054
 ME3054
 ME3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3054
 ME3054.The geoid height was determined by GEOID03.
 ME3054
 ME3054;                    North         East     Units Scale Factor Converg.
 ME3054;SPC IL E     -   585,246.849   346,327.180   MT  1.00000140   +0 22 24.0
 ME3054;SPC IL E     - 1,920,097.37  1,136,241.76   sFT  1.00000140   +0 22 24.0
 ME3054;UTM  16      - 4,643,062.338   435,777.023   MT  0.99965075   -0 31 04.0
 ME3054
 ME3054                          SUPERSEDED SURVEY CONTROL
 ME3054
 ME3054  NAD 83(1997)-  41 56 12.89895(N)    087 46 28.94757(W) AD(       ) 4
 ME3054  NAD 83(1997)-  41 56 12.90101(N)    087 46 28.96055(W) AD(       ) 4
 ME3054  NAD 83(1986)-  41 56 12.90224(N)    087 46 28.95995(W) AD(       ) 4
 ME3054  NAD 27      -  41 56 12.78933(N)    087 46 28.74630(W) AD(       ) 3
 ME3054
 ME3054.Superseded values are not recommended for survey control.
 ME3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3054.See file dsdata.txt to determine how the superseded data were derived.
 ME3054
 ME3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3577743062(NAD 83)
 ME3054_MARKER: 90 = CHURCH SPIRE
 ME3054
 ME3054  HISTORY     - Date     Condition        Report By
 ME3054  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3054
 ME3054                          STATION DESCRIPTION
 ME3054
 ME3054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3054'THE STATION IS THE BASE OF THE CROSS PLACED ATOP OF
 ME3054'THE OCTOGONAL SHAPED SPIRE ATOP A TAN BELL TOWER OF ST.
 ME3054'FERDINAND CATHOLIC CHURCH.  THE CROSS IS GOLD IN COLOR AND THE
 ME3054'SPIRE IS APPROXIMATELY 105 FEET HIGH.
 ME3054'
 ME3054'LOCATED IN THE NORTHWEST SECTION OF CHICAGO IN THE NORTHEAST
 ME3054'ANGLE OF THE INTERSECTION OF NORTH MASON AVENUE AND WEST BARRY
 ME3054'AVENUE.  THE BELL TOWER IS AT THE WEST CENTRAL PARTY OF THE
 ME3054'CHURCH BUILDING, 65 FEET EAST OF THE CENTERLINE OF NORTH MASON
 ME3054'AVENUE AND 100 FEET NORTH OF THE CENTERLINE OF WEST BARRY
 ME3054'AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2727 ***********************************************************************
 ME2727  DESIGNATION -  CHICAGO ST FRANCIS CH SPIRE
 ME2727  PID         -  ME2727
 ME2727  STATE/COUNTY-  IL/COOK
 ME2727  USGS QUAD   -  ENGLEWOOD (1997)
 ME2727
 ME2727                         *CURRENT SURVEY CONTROL
 ME2727  ___________________________________________________________________
 ME2727* NAD 83(1997)-  41 52 01.03709(N)    087 38 51.66739(W)     ADJUSTED  
 ME2727* NAVD 88     -                                                        
 ME2727  ___________________________________________________________________
 ME2727  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ME2727  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2727
 ME2727  HORZ ORDER  -  THIRD
 ME2727
 ME2727.The horizontal coordinates were established by classical geodetic methods
 ME2727.and adjusted by the National Geodetic Survey in October 1999..
 ME2727
 ME2727
 ME2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2727
 ME2727.The geoid height was determined by GEOID03.
 ME2727
 ME2727;                    North         East     Units Scale Factor Converg.
 ME2727;SPC IL E     -   577,552.698   356,923.359   MT  1.00001486   +0 27 27.4
 ME2727;SPC IL E     - 1,894,854.14  1,171,006.05   sFT  1.00001486   +0 27 27.4
 ME2727;UTM  16      - 4,635,207.303   446,248.521   MT  0.99963555   -0 25 56.2
 ME2727
 ME2727                          SUPERSEDED SURVEY CONTROL
 ME2727
 ME2727  NAD 83(1997)-  41 52 01.03728(N)    087 38 51.66780(W) AD(       ) 4
 ME2727  NAD 83(1997)-  41 52 01.04126(N)    087 38 51.67929(W) AD(       ) 4
 ME2727  NAD 83(1986)-  41 52 01.04205(N)    087 38 51.67849(W) AD(       ) 4
 ME2727  NAD 27      -  41 52 00.92301(N)    087 38 51.49040(W) AD(       ) 3
 ME2727
 ME2727.Superseded values are not recommended for survey control.
 ME2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2727.See file dsdata.txt to determine how the superseded data were derived.
 ME2727
 ME2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4624935207(NAD 83)
 ME2727_MARKER: 90 = CHURCH SPIRE
 ME2727
 ME2727  HISTORY     - Date     Condition        Report By
 ME2727  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2727
 ME2727                          STATION DESCRIPTION
 ME2727
 ME2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2727'THE STATION IS THE CENTER OF THE BALL AT THE BASE OF THE GREY
 ME2727'COLORED CROSS ATOP THE BLACK AND GREEN COLORED SPIRE
 ME2727'SURMOUNTING A BROWN BRICK BELL TOWER OF THE SAINT FRANCIS
 ME2727'CATHOLIC CHURCH.  THE SPIRE HAS AN OVERALL HEIGHT OF ABOUT 135
 ME2727'FEET.
 ME2727'
 ME2727'LOCATED ON THE NORTH CENTRAL FACE OF THE CHURCH BUILDING, IN
 ME2727'THE SOUTH CENTRAL SECTION OF CHICAGO, IN THE SOUTHEAST
 ME2727'ANGLE OF THE INTERSECTION OF WEST ROOSEVELT ROAD AND SOUTH
 ME2727'NEWBERRY AVENUE, 70 FEET EAST OF THE CENTER OF SOUTH NEWBERRY
 ME2727'AVENUE AND 65 FEET SOUTH OF THE CENTER OF WEST ROOSEVELT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2829 ***********************************************************************
 ME2829  DESIGNATION -  CHICAGO ST GREGORY CH SPIRE
 ME2829  PID         -  ME2829
 ME2829  STATE/COUNTY-  IL/COOK
 ME2829  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2829
 ME2829                         *CURRENT SURVEY CONTROL
 ME2829  ___________________________________________________________________
 ME2829* NAD 83(1997)-  41 58 57.54149(N)    087 40 19.24328(W)     ADJUSTED  
 ME2829* NAVD 88     -                                                        
 ME2829  ___________________________________________________________________
 ME2829  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 ME2829  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME2829
 ME2829  HORZ ORDER  -  THIRD
 ME2829
 ME2829.The horizontal coordinates were established by classical geodetic methods
 ME2829.and adjusted by the National Geodetic Survey in October 1999..
 ME2829
 ME2829
 ME2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2829
 ME2829.The geoid height was determined by GEOID03.
 ME2829
 ME2829;                    North         East     Units Scale Factor Converg.
 ME2829;SPC IL E     -   590,387.154   354,804.615   MT  1.00001194   +0 26 32.5
 ME2829;SPC IL E     - 1,936,961.85  1,164,054.81   sFT  1.00001194   +0 26 32.5
 ME2829;UTM  16      - 4,648,068.306   444,330.311   MT  0.99963813   -0 26 58.3
 ME2829
 ME2829                          SUPERSEDED SURVEY CONTROL
 ME2829
 ME2829  NAD 83(1997)-  41 58 57.54168(N)    087 40 19.24381(W) AD(       ) 4
 ME2829  NAD 83(1997)-  41 58 57.54518(N)    087 40 19.25814(W) AD(       ) 4
 ME2829  NAD 83(1986)-  41 58 57.54633(N)    087 40 19.25717(W) AD(       ) 4
 ME2829  NAD 27      -  41 58 57.42971(N)    087 40 19.05474(W) AD(       ) 3
 ME2829
 ME2829.Superseded values are not recommended for survey control.
 ME2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2829.See file dsdata.txt to determine how the superseded data were derived.
 ME2829
 ME2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4433048068(NAD 83)
 ME2829_MARKER: 90 = CHURCH SPIRE
 ME2829
 ME2829  HISTORY     - Date     Condition        Report By
 ME2829  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2829  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 ME2829
 ME2829                          STATION DESCRIPTION
 ME2829
 ME2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2829'THE STATION IS THE BALL AT THE BASE OF THE CROSS OF
 ME2829'ST. GREGORY CATHOLIC CHURCH, 1634 W. GREGORY.  IT IS A
 ME2829'SPIRE, GREEN IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 ME2829'
 ME2829'LOCATED IN THE NORTH SECTION OF CHICAGO IN THE NORTHEAST
 ME2829'ANGLE OF THE INTERSECTION OF NORTH PAULINA STREET AND WEST GREGORY
 ME2829'ST..  THE SPIRE IS A TOP THE SOUTHWEST CORNER OF BELL
 ME2829'TOWER AT THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 66
 ME2829'FEET EAST OF THE CENTERLINE OF PAULINA STREET AND 45 FEET
 ME2829'NORTH OF THE CENTERLINE OF GREGORY STREET.
 ME2829
 ME2829                          STATION RECOVERY (1996)
 ME2829
 ME2829'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2844 ***********************************************************************
 ME2844  DESIGNATION -  CHICAGO ST HILARY CH SPIRE
 ME2844  PID         -  ME2844
 ME2844  STATE/COUNTY-  IL/COOK
 ME2844  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2844
 ME2844                         *CURRENT SURVEY CONTROL
 ME2844  ___________________________________________________________________
 ME2844* NAD 83(1997)-  41 59 00.65350(N)    087 41 56.14363(W)     ADJUSTED  
 ME2844* NAVD 88     -                                                        
 ME2844  ___________________________________________________________________
 ME2844  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ME2844  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME2844
 ME2844  HORZ ORDER  -  THIRD
 ME2844
 ME2844.The horizontal coordinates were established by classical geodetic methods
 ME2844.and adjusted by the National Geodetic Survey in October 1999..
 ME2844
 ME2844
 ME2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2844
 ME2844.The geoid height was determined by GEOID03.
 ME2844
 ME2844;                    North         East     Units Scale Factor Converg.
 ME2844;SPC IL E     -   590,466.296   352,573.265   MT  1.00000900   +0 25 27.7
 ME2844;SPC IL E     - 1,937,221.51  1,156,734.12   sFT  1.00000900   +0 25 27.7
 ME2844;UTM  16      - 4,648,182.130   442,101.289   MT  0.99964125   -0 28 03.1
 ME2844
 ME2844                          SUPERSEDED SURVEY CONTROL
 ME2844
 ME2844  NAD 83(1997)-  41 59 00.65368(N)    087 41 56.14416(W) AD(       ) 4
 ME2844  NAD 83(1997)-  41 59 00.65678(N)    087 41 56.15847(W) AD(       ) 4
 ME2844  NAD 83(1986)-  41 59 00.65796(N)    087 41 56.15754(W) AD(       ) 4
 ME2844  NAD 27      -  41 59 00.54340(N)    087 41 55.95107(W) AD(       ) 3
 ME2844
 ME2844.Superseded values are not recommended for survey control.
 ME2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2844.See file dsdata.txt to determine how the superseded data were derived.
 ME2844
 ME2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4210148182(NAD 83)
 ME2844_MARKER: 90 = CHURCH SPIRE
 ME2844
 ME2844  HISTORY     - Date     Condition        Report By
 ME2844  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2844  HISTORY     - 19961026 GOOD             USPSQD
 ME2844  HISTORY     - 19970909 GOOD             USPSQD
 ME2844
 ME2844                          STATION DESCRIPTION
 ME2844
 ME2844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2844'THE STATION IS THE BASE OF CROSS OF THE ST. HILARYS
 ME2844'CATHOLIC CHURCH.  IT IS GRAY METAL SPIRE ATOP OF TAN
 ME2844'BRICK TOWER APPROXIMATELY 75 FEET HIGH, AND ATTACHED
 ME2844'TO THE CORNER OF BUILDING.
 ME2844'
 ME2844'LOCATED AT 5600 N. FAIRFIELD AVENUE, WHICH IS IN THE NORTH
 ME2844'SECTION OF CHICAGO AND IN THE NORTHEAST ANGLE OF THE
 ME2844'INTERSECTION OF WEST BRYN MAWR AVENUE AND NORTH CALIFORNIA AVENUE.
 ME2844'IT IS 60 FEET EAST OF THE CENTER LINE OF CALIFORNIA AVENUE
 ME2844'AND 150 FEET NORTH OF THE CENTERLINE OF BRYN MAWR AVENUE.
 ME2844
 ME2844                          STATION RECOVERY (1996)
 ME2844
 ME2844'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME2844'RECOVERED IN GOOD CONDITION.
 ME2844
 ME2844                          STATION RECOVERY (1997)
 ME2844
 ME2844'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2857 ***********************************************************************
 ME2857  DESIGNATION -  CHICAGO ST HYACINTH CH CUPOLA
 ME2857  PID         -  ME2857
 ME2857  STATE/COUNTY-  IL/COOK
 ME2857  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2857
 ME2857                         *CURRENT SURVEY CONTROL
 ME2857  ___________________________________________________________________
 ME2857* NAD 83(1997)-  41 56 00.90557(N)    087 43 06.84052(W)     ADJUSTED  
 ME2857* NAVD 88     -                                                        
 ME2857  ___________________________________________________________________
 ME2857  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ME2857  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2857
 ME2857  HORZ ORDER  -  THIRD
 ME2857
 ME2857.The horizontal coordinates were established by classical geodetic methods
 ME2857.and adjusted by the National Geodetic Survey in October 1999..
 ME2857
 ME2857
 ME2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2857
 ME2857.The geoid height was determined by GEOID03.
 ME2857
 ME2857;                    North         East     Units Scale Factor Converg.
 ME2857;SPC IL E     -   584,908.686   350,985.635   MT  1.00000697   +0 24 39.0
 ME2857;SPC IL E     - 1,918,987.91  1,151,525.37   sFT  1.00000697   +0 24 39.0
 ME2857;UTM  16      - 4,642,651.916   440,427.995   MT  0.99964367   -0 28 48.8
 ME2857
 ME2857                          SUPERSEDED SURVEY CONTROL
 ME2857
 ME2857  NAD 83(1997)-  41 56 00.90573(N)    087 43 06.84100(W) AD(       ) 4
 ME2857  NAD 83(1997)-  41 56 00.90864(N)    087 43 06.85403(W) AD(       ) 4
 ME2857  NAD 83(1986)-  41 56 00.90974(N)    087 43 06.85323(W) AD(       ) 4
 ME2857  NAD 27      -  41 56 00.79364(N)    087 43 06.64796(W) AD(       ) 3
 ME2857
 ME2857.Superseded values are not recommended for survey control.
 ME2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2857.See file dsdata.txt to determine how the superseded data were derived.
 ME2857
 ME2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4042842652(NAD 83)
 ME2857_MARKER: 86 = CUPOLA
 ME2857
 ME2857  HISTORY     - Date     Condition        Report By
 ME2857  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2857
 ME2857                          STATION DESCRIPTION
 ME2857
 ME2857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2857'THE STATION IS THE BASE OF THE CROSS ON THE BROWN BRICK
 ME2857'CUPOLA BELL AND CLOCK TOWER OF ST HYACINTH CATHOLIC CHURCH.
 ME2857'IT IS GREY IN COLOR AND APPROXIMATELY 160 FEET HIGH.
 ME2857'
 ME2857'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME2857'SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH LAWNDALE AVENUE
 ME2857'AND WEST GEORGE STREET.  THE BELL-CLOCK TOWER IS LOCATED AT
 ME2857'THE NORTH CENTRAL FACE OF BROWN BRICK CHURCH BUILDING, 290 FEET
 ME2857'EAST OF THE CENTERLINE OF NORTH LAWNDALE AVENUE AND 50 FEET
 ME2857'SOUTH OF THE CENTERLINE OF WEST GEORGE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0503 ***********************************************************************
 NG0503  DESIGNATION -  CHICAGO ST IGNATIUS CH CUPOLA
 NG0503  PID         -  NG0503
 NG0503  STATE/COUNTY-  IL/COOK
 NG0503  USGS QUAD   -  EVANSTON (1995)
 NG0503
 NG0503                         *CURRENT SURVEY CONTROL
 NG0503  ___________________________________________________________________
 NG0503* NAD 83(1997)-  42 00 05.48966(N)    087 39 52.96934(W)     ADJUSTED  
 NG0503* NAVD 88     -                                                        
 NG0503  ___________________________________________________________________
 NG0503  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NG0503  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NG0503
 NG0503  HORZ ORDER  -  THIRD
 NG0503
 NG0503.The horizontal coordinates were established by classical geodetic methods
 NG0503.and adjusted by the National Geodetic Survey in October 1999..
 NG0503
 NG0503
 NG0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0503
 NG0503.The geoid height was determined by GEOID03.
 NG0503
 NG0503;                    North         East     Units Scale Factor Converg.
 NG0503;SPC IL E     -   592,488.261   355,393.072   MT  1.00001274   +0 26 50.7
 NG0503;SPC IL E     - 1,943,855.24  1,165,985.44   sFT  1.00001274   +0 26 50.7
 NG0503;UTM  16      - 4,650,159.213   444,951.175   MT  0.99963729   -0 26 41.3
 NG0503
 NG0503                          SUPERSEDED SURVEY CONTROL
 NG0503
 NG0503  NAD 83(1997)-  42 00 05.48985(N)    087 39 52.96988(W) AD(       ) 4
 NG0503  NAD 83(1997)-  42 00 05.49343(N)    087 39 52.98472(W) AD(       ) 4
 NG0503  NAD 83(1986)-  42 00 05.49457(N)    087 39 52.98362(W) AD(       ) 4
 NG0503  NAD 27      -  42 00 05.37803(N)    087 39 52.78001(W) AD(       ) 3
 NG0503
 NG0503.Superseded values are not recommended for survey control.
 NG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0503.See file dsdata.txt to determine how the superseded data were derived.
 NG0503
 NG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4495150159(NAD 83)
 NG0503_MARKER: 86 = CUPOLA
 NG0503
 NG0503  HISTORY     - Date     Condition        Report By
 NG0503  HISTORY     - 1977     FIRST OBSERVED   NGS
 NG0503  HISTORY     - 19961026 GOOD             USPSQD
 NG0503
 NG0503                          STATION DESCRIPTION
 NG0503
 NG0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 NG0503'THE STATION IS THE BALL AT THE BASE OF THE CROSS
 NG0503'OF ST IGNATIUS CATHOLIC CHURCH LOCATED AT 6559 NORTH GLENWOOD
 NG0503'THE CUPOLA TOWER IS ATTACHED TO THE SOUTHEAST CORNER OF THE
 NG0503'BUILDING AND IS 20 FEET SQUARE AND MADE OF TAN GRANITE BLOCKS
 NG0503'IT IS TAN GRANITE IN COLOR AND APPROXIMATELY 135 FEET HIGH.
 NG0503'
 NG0503'LOCATED IN THE NORTHEAST SECTION OF CHICAGO AT THE NORTHEAST
 NG0503'ANGLE OF THE INTERSECTION OF GLENWOOD STREET AND LOYOLA
 NG0503'AVENUE AND IS 250 FEET EAST OF THE CENTERLINE OF GLENWOOD
 NG0503'STREET AND 70 FEET NORTH OF THE CENTERLINE OF LOYOLA AVENUE.
 NG0503
 NG0503                          STATION RECOVERY (1996)
 NG0503
 NG0503'RECOVERY NOTE BY US POWER SQUADRON 1996
 NG0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2720 ***********************************************************************
 ME2720  DESIGNATION -  CHICAGO ST JAMES CH SPIRE
 ME2720  PID         -  ME2720
 ME2720  STATE/COUNTY-  IL/COOK
 ME2720  USGS QUAD   -  ENGLEWOOD (1997)
 ME2720
 ME2720                         *CURRENT SURVEY CONTROL
 ME2720  ___________________________________________________________________
 ME2720* NAD 83(1997)-  41 50 27.40425(N)    087 37 31.44284(W)     ADJUSTED  
 ME2720* NAVD 88     -                                                        
 ME2720  ___________________________________________________________________
 ME2720  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 ME2720  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME2720
 ME2720  HORZ ORDER  -  THIRD
 ME2720
 ME2720.The horizontal coordinates were established by classical geodetic methods
 ME2720.and adjusted by the National Geodetic Survey in October 1999..
 ME2720
 ME2720
 ME2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2720
 ME2720.The geoid height was determined by GEOID03.
 ME2720
 ME2720;                    North         East     Units Scale Factor Converg.
 ME2720;SPC IL E     -   574,678.918   358,797.282   MT  1.00001752   +0 28 20.1
 ME2720;SPC IL E     - 1,885,425.75  1,177,154.08   sFT  1.00001752   +0 28 20.1
 ME2720;UTM  16      - 4,632,305.881   448,076.898   MT  0.99963317   -0 25 01.9
 ME2720
 ME2720                          SUPERSEDED SURVEY CONTROL
 ME2720
 ME2720  NAD 83(1997)-  41 50 27.40445(N)    087 37 31.44321(W) AD(       ) 4
 ME2720  NAD 83(1997)-  41 50 27.40878(N)    087 37 31.45420(W) AD(       ) 4
 ME2720  NAD 83(1986)-  41 50 27.40941(N)    087 37 31.45357(W) AD(       ) 4
 ME2720  NAD 27      -  41 50 27.28792(N)    087 37 31.27017(W) AD(       ) 3
 ME2720
 ME2720.Superseded values are not recommended for survey control.
 ME2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2720.See file dsdata.txt to determine how the superseded data were derived.
 ME2720
 ME2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4807732306(NAD 83)
 ME2720_MARKER: 90 = CHURCH SPIRE
 ME2720
 ME2720  HISTORY     - Date     Condition        Report By
 ME2720  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2720  HISTORY     - 19970905 GOOD             USPSQD
 ME2720
 ME2720                          STATION DESCRIPTION
 ME2720
 ME2720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2720'THE STATION IS THE BASE OF THE GREEN CROSS ATOP THE DARK GRAY
 ME2720'SPIRE SURMOUNTING THE TAN BLOCK BELL TOWER OF THE SAINT JAMES
 ME2720'CATHOLIC CHURCH AND HAS AN OVERALL HEIGHT OF ABOUT 175 FEET.
 ME2720'
 ME2720'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO IN THE SOUTHWEST
 ME2720'ANGLE OF THE INTERSECTION OF SOUTH WABASH AND EAST
 ME2720'TWENTY-NINTH STREET, 360 FEET SOUTH OF THE CENTER OF EAST
 ME2720'TWENTY-NINTH STREET, 50 FEET WEST OF THE CENTER OF SOUTH WABASH
 ME2720'AND ON THE EAST CENTRAL PART OF THE CHURCH BUILDING.
 ME2720
 ME2720                          STATION RECOVERY (1997)
 ME2720
 ME2720'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2821 ***********************************************************************
 ME2821  DESIGNATION -  CHICAGO ST JOSAPHATS CH SPIRE
 ME2821  PID         -  ME2821
 ME2821  STATE/COUNTY-  IL/COOK
 ME2821  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2821
 ME2821                         *CURRENT SURVEY CONTROL
 ME2821  ___________________________________________________________________
 ME2821* NAD 83(1997)-  41 55 24.75464(N)    087 39 47.08957(W)     ADJUSTED  
 ME2821* NAVD 88     -                                                        
 ME2821  ___________________________________________________________________
 ME2821  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 ME2821  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2821
 ME2821  HORZ ORDER  -  THIRD
 ME2821
 ME2821.The horizontal coordinates were established by classical geodetic methods
 ME2821.and adjusted by the National Geodetic Survey in October 1999..
 ME2821
 ME2821
 ME2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2821
 ME2821.The geoid height was determined by GEOID03.
 ME2821
 ME2821;                    North         East     Units Scale Factor Converg.
 ME2821;SPC IL E     -   583,827.817   355,596.136   MT  1.00001302   +0 26 52.2
 ME2821;SPC IL E     - 1,915,441.76  1,166,651.66   sFT  1.00001302   +0 26 52.2
 ME2821;UTM  16      - 4,641,499.912   445,019.434   MT  0.99963720   -0 26 34.9
 ME2821
 ME2821                          SUPERSEDED SURVEY CONTROL
 ME2821
 ME2821  NAD 83(1997)-  41 55 24.75483(N)    087 39 47.09004(W) AD(       ) 4
 ME2821  NAD 83(1997)-  41 55 24.75857(N)    087 39 47.10285(W) AD(       ) 4
 ME2821  NAD 83(1986)-  41 55 24.75956(N)    087 39 47.10200(W) AD(       ) 4
 ME2821  NAD 27      -  41 55 24.64126(N)    087 39 46.90448(W) AD(       ) 3
 ME2821
 ME2821.Superseded values are not recommended for survey control.
 ME2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2821.See file dsdata.txt to determine how the superseded data were derived.
 ME2821
 ME2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4501941500(NAD 83)
 ME2821_MARKER: 90 = CHURCH SPIRE
 ME2821
 ME2821  HISTORY     - Date     Condition        Report By
 ME2821  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2821
 ME2821                          STATION DESCRIPTION
 ME2821
 ME2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2821'THE STATION IS THE BASE OF THE CROSS OF THE MOST SOUTHERLY
 ME2821'ONE OF TWO IDENTICAL SPIRES OF THE SAINT JOSAPHATS CATHOLIC
 ME2821'CHURCH, THE CROSSES ARE GREY COLORED AND ARE ATOP GREEN TILED
 ME2821'SPIRES SURMOUNTING TAN BRICK BELL TOWERS WHICH HAVE AN OVERALL
 ME2821'HEIGHT OF ABOUT 135 FEET.
 ME2821'
 ME2821'LOCATED IN THE EAST CENTRAL SECTION OF CHICAGO IN THE NORTHEAST
 ME2821'ANGLE OF THE INTERSECTION OF NORTH SOUTHPORT AVENUE AND WEST
 ME2821'BELDEN AVENUE, 50 FEET EAST OF THE CENTER OF NORTH SOUTHPORT
 ME2821'AVENUE, 45 FEET NORTH OF THE CENTER OF WEST BELDEN AVENUE AND
 ME2821'RISES FROM THE SOUTHWEST CORNER OF THE CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2701 ***********************************************************************
 ME2701  DESIGNATION -  CHICAGO ST MARTIN RC CH SPIRE
 ME2701  PID         -  ME2701
 ME2701  STATE/COUNTY-  IL/COOK
 ME2701  USGS QUAD   -  ENGLEWOOD (1997)
 ME2701
 ME2701                         *CURRENT SURVEY CONTROL
 ME2701  ___________________________________________________________________
 ME2701* NAD 83(1997)-  41 47 14.55382(N)    087 37 59.01759(W)     ADJUSTED  
 ME2701* NAVD 88     -                                                        
 ME2701  ___________________________________________________________________
 ME2701  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 ME2701  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2701
 ME2701  HORZ ORDER  -  THIRD
 ME2701
 ME2701.The horizontal coordinates were established by classical geodetic methods
 ME2701.and adjusted by the National Geodetic Survey in October 1999..
 ME2701
 ME2701
 ME2701.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2701
 ME2701.The geoid height was determined by GEOID03.
 ME2701
 ME2701;                    North         East     Units Scale Factor Converg.
 ME2701;SPC IL E     -   568,723.847   358,209.593   MT  1.00001668   +0 27 59.9
 ME2701;SPC IL E     - 1,865,888.15  1,175,225.97   sFT  1.00001668   +0 27 59.9
 ME2701;UTM  16      - 4,626,362.925   447,397.147   MT  0.99963405   -0 25 18.7
 ME2701
 ME2701                          SUPERSEDED SURVEY CONTROL
 ME2701
 ME2701  NAD 83(1997)-  41 47 14.55398(N)    087 37 59.01790(W) AD(       ) 4
 ME2701  NAD 83(1997)-  41 47 14.55836(N)    087 37 59.02783(W) AD(       ) 4
 ME2701  NAD 83(1986)-  41 47 14.55883(N)    087 37 59.02720(W) AD(       ) 4
 ME2701  NAD 27      -  41 47 14.43647(N)    087 37 58.84759(W) AD(       ) 3
 ME2701
 ME2701.Superseded values are not recommended for survey control.
 ME2701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2701.See file dsdata.txt to determine how the superseded data were derived.
 ME2701
 ME2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4739726363(NAD 83)
 ME2701_MARKER: 90 = CHURCH SPIRE
 ME2701
 ME2701  HISTORY     - Date     Condition        Report By
 ME2701  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2701  HISTORY     - 1959     GOOD             CGS
 ME2701  HISTORY     - 1959     GOOD             CGS
 ME2701  HISTORY     - 1977     GOOD             NGS
 ME2701  HISTORY     - 1987     GOOD             USPSQD
 ME2701
 ME2701                          STATION DESCRIPTION
 ME2701
 ME2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2701'THE STATION IS THE CENTER OF THE BASE OF A CROSS AT THE TOP OF
 ME2701'THE SPIRE OF ST.
 ME2701'MARTIN ROMAN CATHOLIC CHURCH LOCATED AT THE NORTHWEST CORNER OF 59TH
 ME2701'STREET AND PRINCETON AVENUE IN THE
 ME2701'SOUTH CENTRAL SECTION OF CHICAGO.  IT IS A WOOD SPIRE
 ME2701'COVERED WITH GREY SLATE SHINGLES ON TOP OF A GREY
 ME2701'STONE TOWER AT THE SOUTHEAST CORNER OF
 ME2701'THE CHURCH.  THE HEIGHT IS ABOUT 150 FEET.
 ME2701
 ME2701                          STATION RECOVERY (1959)
 ME2701
 ME2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME2701'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2701
 ME2701                          STATION RECOVERY (1959)
 ME2701
 ME2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 ME2701'RECOVERED AS DESCRIBED.  CONVERSATION WITH ONE OF THE CHURCH
 ME2701'OFFICIALS REVEALED
 ME2701'NO CHANGE IN THE SPIRE SINCE 1956.
 ME2701
 ME2701                          STATION RECOVERY (1977)
 ME2701
 ME2701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2701'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2701'CHICAGO, ST. MARTIN R.C. CHURCH SPIRE.
 ME2701'
 ME2701'THE STATION IS THE BASE OF THE GRAY CROSS ATOP THE GRAY
 ME2701'SHINGLED SPIRE SURMOUNTING THE GRAY STONE TOWER RISING FROM
 ME2701'THE SOUTHEAST CORNER OF THE SAINT MARTIN ROMAN CATHOLIC CHURCH
 ME2701'AND HAS AN OVERALL HEIGHT OF ABOUT 150 FEET.
 ME2701'
 ME2701'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO IN THE NORTHWEST
 ME2701'ANGLE OF THE INTERSECTION OF WEST FIFTY-NINTH STREET AND SOUTH
 ME2701'PRINCETON AVENUE, 60 FEET WEST OF THE CENTER OF SOUTH PRINCETON
 ME2701'AVENUE AND 50 FEET NORTH OF THE CENTER OF WEST FIFTY-NINTH
 ME2701'STREET.
 ME2701
 ME2701                          STATION RECOVERY (1987)
 ME2701
 ME2701'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2815 ***********************************************************************
 ME2815  DESIGNATION -  CHICAGO ST MARY CH SPIRE
 ME2815  PID         -  ME2815
 ME2815  STATE/COUNTY-  IL/COOK
 ME2815  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2815
 ME2815                         *CURRENT SURVEY CONTROL
 ME2815  ___________________________________________________________________
 ME2815* NAD 83(1997)-  41 57 31.08187(N)    087 39 18.26061(W)     ADJUSTED  
 ME2815* NAVD 88     -                                                        
 ME2815  ___________________________________________________________________
 ME2815  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 ME2815  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME2815
 ME2815  HORZ ORDER  -  THIRD
 ME2815
 ME2815.The horizontal coordinates were established by classical geodetic methods
 ME2815.and adjusted by the National Geodetic Survey in October 1999..
 ME2815
 ME2815
 ME2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2815
 ME2815.The geoid height was determined by GEOID03.
 ME2815
 ME2815;                    North         East     Units Scale Factor Converg.
 ME2815;SPC IL E     -   587,730.593   356,229.552   MT  1.00001389   +0 27 12.6
 ME2815;SPC IL E     - 1,928,246.12  1,168,729.79   sFT  1.00001389   +0 27 12.6
 ME2815;UTM  16      - 4,645,390.898   445,713.213   MT  0.99963626   -0 26 16.8
 ME2815
 ME2815                          SUPERSEDED SURVEY CONTROL
 ME2815
 ME2815  NAD 83(1997)-  41 57 31.08207(N)    087 39 18.26111(W) AD(       ) 4
 ME2815  NAD 83(1997)-  41 57 31.08584(N)    087 39 18.27484(W) AD(       ) 4
 ME2815  NAD 83(1986)-  41 57 31.08689(N)    087 39 18.27388(W) AD(       ) 4
 ME2815  NAD 27      -  41 57 30.96883(N)    087 39 18.07503(W) AD(       ) 3
 ME2815
 ME2815.Superseded values are not recommended for survey control.
 ME2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2815.See file dsdata.txt to determine how the superseded data were derived.
 ME2815
 ME2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4571345391(NAD 83)
 ME2815_MARKER: 90 = CHURCH SPIRE
 ME2815
 ME2815  HISTORY     - Date     Condition        Report By
 ME2815  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2815
 ME2815                          STATION DESCRIPTION
 ME2815
 ME2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2815'THE STATION IS THE BALL AT THE BASE OF THE CROSS ON THE
 ME2815'SPIRE ATOP OF THE CONCRETE BLOCK BELL TOWER OF SAINT MARY
 ME2815'OF THE LAKE CATHOLIC CHURCH, 4200 NORTH SHERIDAN ROAD.  IT IS
 ME2815'GREEN IN COLOR AND APPROXIMATELY 135 FEET HIGH.
 ME2815'
 ME2815'LOCATED IN THE NORTHEAST SECTION OF CHICAGO IN THE NORTHWEST
 ME2815'ANGLE OF THE INTERSECTION OF WEST BUENA AVENUE AND NORTH SHERIDAN
 ME2815'ROAD.  THE TOWER IN ATTACHED TO THE SOUTHEAST PART OF THE
 ME2815'CHURCH BUILDING, 75 FEET NORTH OF THE CENTERLINE OF WEST BUENA
 ME2815'AVENUE AND 120 FEET WEST OF THE CENTERLINE OF NORTH SHERIDAN
 ME2815'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2830 ***********************************************************************
 ME2830  DESIGNATION -  CHICAGO ST MARY CH CUPOLA
 ME2830  PID         -  ME2830
 ME2830  STATE/COUNTY-  IL/COOK
 ME2830  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2830
 ME2830                         *CURRENT SURVEY CONTROL
 ME2830  ___________________________________________________________________
 ME2830* NAD 83(1997)-  41 54 56.60946(N)    087 40 20.09517(W)     ADJUSTED  
 ME2830* NAVD 88     -                                                        
 ME2830  ___________________________________________________________________
 ME2830  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 ME2830  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2830
 ME2830  HORZ ORDER  -  THIRD
 ME2830
 ME2830.The horizontal coordinates were established by classical geodetic methods
 ME2830.and adjusted by the National Geodetic Survey in October 1999..
 ME2830
 ME2830
 ME2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2830
 ME2830.The geoid height was determined by GEOID03.
 ME2830
 ME2830;                    North         East     Units Scale Factor Converg.
 ME2830;SPC IL E     -   582,953.559   354,842.341   MT  1.00001200   +0 26 29.9
 ME2830;SPC IL E     - 1,912,573.47  1,164,178.58   sFT  1.00001200   +0 26 29.9
 ME2830;UTM  16      - 4,640,637.802   444,252.425   MT  0.99963824   -0 26 56.8
 ME2830
 ME2830                          SUPERSEDED SURVEY CONTROL
 ME2830
 ME2830  NAD 83(1997)-  41 54 56.60965(N)    087 40 20.09564(W) AD(       ) 4
 ME2830  NAD 83(1997)-  41 54 56.61327(N)    087 40 20.10825(W) AD(       ) 4
 ME2830  NAD 83(1986)-  41 54 56.61427(N)    087 40 20.10738(W) AD(       ) 4
 ME2830  NAD 27      -  41 54 56.49635(N)    087 40 19.90859(W) AD(       ) 3
 ME2830
 ME2830.Superseded values are not recommended for survey control.
 ME2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2830.See file dsdata.txt to determine how the superseded data were derived.
 ME2830
 ME2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4425240638(NAD 83)
 ME2830_MARKER: 86 = CUPOLA
 ME2830
 ME2830  HISTORY     - Date     Condition        Report By
 ME2830  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2830
 ME2830                          STATION DESCRIPTION
 ME2830
 ME2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2830'THE STATION IS THE BASE OF THE CROSS ON THE WHITE CUPOLA ATOP
 ME2830'OF THE GREEN DOME OF ST. MARY OF THE ANGELS CATHOLIC CHURCH.
 ME2830'IT IS GOLD IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 ME2830'
 ME2830'LOCATED IN THE EAST CENTRAL SECTION OF CHICAGO IN THE SOUTHEAST
 ME2830'ANGLE OF THE INTERSECTION OF NORTH WOOD STREET AND WEST
 ME2830'CORTLAND STREET.  THE DOME IS LOCATED AT THE CENTRAL CENTER
 ME2830'BROWN BRICK CHURCH BUILDING, 120 FEET EAST OF THE CENTERLINE
 ME2830'OF WOOD STREET AND 110 FEET SOUTH OF WEST CORTLAND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2838 ***********************************************************************
 ME2838  DESIGNATION -  CHICAGO ST MATTHIAS CH SPIRE
 ME2838  PID         -  ME2838
 ME2838  STATE/COUNTY-  IL/COOK
 ME2838  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2838
 ME2838                         *CURRENT SURVEY CONTROL
 ME2838  ___________________________________________________________________
 ME2838* NAD 83(1997)-  41 58 14.29268(N)    087 41 15.21912(W)     ADJUSTED  
 ME2838* NAVD 88     -                                                        
 ME2838  ___________________________________________________________________
 ME2838  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ME2838  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2838
 ME2838  HORZ ORDER  -  THIRD
 ME2838
 ME2838.The horizontal coordinates were established by classical geodetic methods
 ME2838.and adjusted by the National Geodetic Survey in October 1999..
 ME2838
 ME2838
 ME2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2838
 ME2838.The geoid height was determined by GEOID03.
 ME2838
 ME2838;                    North         East     Units Scale Factor Converg.
 ME2838;SPC IL E     -   589,042.966   353,526.114   MT  1.00001024   +0 25 54.7
 ME2838;SPC IL E     - 1,932,551.80  1,159,860.26   sFT  1.00001024   +0 25 54.7
 ME2838;UTM  16      - 4,646,744.672   443,031.527   MT  0.99963993   -0 27 35.3
 ME2838
 ME2838                          SUPERSEDED SURVEY CONTROL
 ME2838
 ME2838  NAD 83(1997)-  41 58 14.29286(N)    087 41 15.21963(W) AD(       ) 4
 ME2838  NAD 83(1997)-  41 58 14.29614(N)    087 41 15.23363(W) AD(       ) 4
 ME2838  NAD 83(1986)-  41 58 14.29728(N)    087 41 15.23270(W) AD(       ) 4
 ME2838  NAD 27      -  41 58 14.18059(N)    087 41 15.02902(W) AD(       ) 3
 ME2838
 ME2838.Superseded values are not recommended for survey control.
 ME2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2838.See file dsdata.txt to determine how the superseded data were derived.
 ME2838
 ME2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4303246745(NAD 83)
 ME2838_MARKER: 89 = SPIRE
 ME2838
 ME2838  HISTORY     - Date     Condition        Report By
 ME2838  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2838
 ME2838                          STATION DESCRIPTION
 ME2838
 ME2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2838'THE STATION IS THE BALL AT BASE OF CROSS OF ST. MATTHIAS
 ME2838'CATHOLIC CHURCH.  THE SPIRE IS ATOP BROWN BRICK BELL TOWER,
 ME2838'GREEN IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 ME2838'
 ME2838'LOCATED IN THE NORTHEAST SECTION OF CHICAGO A 2310 W. AINSLIE
 ME2838'AVENUE, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF NORTH
 ME2838'CLAREMONT AVENUE AND WEST AINSLIE AVENUE.  IT IS 69 FEET NORTH
 ME2838'OF THE CENTERLINE OF WEST AINSILIE AVENUE AND 54 FEET EAST OF THE
 ME2838'CENTERLINE OF NORTH CLAREMONT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2807 ***********************************************************************
 ME2807  DESIGNATION -  CHICAGO ST MICHAELS N CH SPIRE
 ME2807  PID         -  ME2807
 ME2807  STATE/COUNTY-  IL/COOK
 ME2807  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2807
 ME2807                         *CURRENT SURVEY CONTROL
 ME2807  ___________________________________________________________________
 ME2807* NAD 83(1997)-  41 54 45.71380(N)    087 38 26.12758(W)     ADJUSTED  
 ME2807* NAVD 88     -                                                        
 ME2807  ___________________________________________________________________
 ME2807  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ME2807  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2807
 ME2807  HORZ ORDER  -  THIRD
 ME2807
 ME2807.The horizontal coordinates were established by classical geodetic methods
 ME2807.and adjusted by the National Geodetic Survey in October 1999..
 ME2807
 ME2807
 ME2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2807
 ME2807.The geoid height was determined by GEOID03.
 ME2807
 ME2807;                    North         East     Units Scale Factor Converg.
 ME2807;SPC IL E     -   582,638.127   357,471.330   MT  1.00001563   +0 27 45.9
 ME2807;SPC IL E     - 1,911,538.59  1,172,803.86   sFT  1.00001563   +0 27 45.9
 ME2807;UTM  16      - 4,640,281.674   446,875.203   MT  0.99963473   -0 25 40.5
 ME2807
 ME2807                          SUPERSEDED SURVEY CONTROL
 ME2807
 ME2807  NAD 83(1997)-  41 54 45.71400(N)    087 38 26.12804(W) AD(       ) 4
 ME2807  NAD 83(1997)-  41 54 45.71807(N)    087 38 26.14062(W) AD(       ) 4
 ME2807  NAD 83(1986)-  41 54 45.71899(N)    087 38 26.13976(W) AD(       ) 4
 ME2807  NAD 27      -  41 54 45.59926(N)    087 38 25.94575(W) AD(       ) 3
 ME2807
 ME2807.Superseded values are not recommended for survey control.
 ME2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2807.See file dsdata.txt to determine how the superseded data were derived.
 ME2807
 ME2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4687540282(NAD 83)
 ME2807_MARKER: 90 = CHURCH SPIRE
 ME2807
 ME2807  HISTORY     - Date     Condition        Report By
 ME2807  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2807
 ME2807                          STATION DESCRIPTION
 ME2807
 ME2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2807'THE STATION IS THE BASE OF THE CROSS ON THE BLACK TILED SPIRE
 ME2807'ATOP OF THE BROWN BRICK BELL-CLOCK TOWER OF ST. MICHAELS
 ME2807'CATHOLIC CHURCH.  IT IS GREY IN COLOR AND APPROXIMATELY 240
 ME2807'FEET HIGH.
 ME2807'
 ME2807'LOCATED IN THE EAST CENTRAL SECTION OF CHICAGO IN THE SOUTHWEST
 ME2807'ANGLE OF THE INTERSECTION OF WEST EUGENIE STREET EXTENDED
 ME2807'WEST, AND ST. MICHAELS COURT EXTENDED SOUTH.  THE CLOCK-BELL
 ME2807'TOWER IS LOCATED AT THE NORTHEAST CORNER OF THE BROWN BRICK
 ME2807'CHURCH BUILDING, 70 FEET WEST OF THE CENTERLINE OF ST.
 ME2807'MICHAELS COURT AND 65 FEET SOUTH OF THE CENTERLINE OF WEST
 ME2807'EUGENIE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2880 ***********************************************************************
 ME2880  DESIGNATION -  CHICAGO ST MICHAELS S CH SPIRE
 ME2880  PID         -  ME2880
 ME2880  STATE/COUNTY-  IL/COOK
 ME2880  USGS QUAD   -  LAKE CALUMET (1997)
 ME2880
 ME2880                         *CURRENT SURVEY CONTROL
 ME2880  ___________________________________________________________________
 ME2880* NAD 83(1997)-  41 44 41.51565(N)    087 32 51.60773(W)     ADJUSTED  
 ME2880* NAVD 88     -                                                        
 ME2880  ___________________________________________________________________
 ME2880  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ME2880  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2880
 ME2880  HORZ ORDER  -  THIRD
 ME2880
 ME2880.The horizontal coordinates were established by classical geodetic methods
 ME2880.and adjusted by the National Geodetic Survey in October 1999..
 ME2880
 ME2880
 ME2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2880
 ME2880.The geoid height was determined by GEOID03.
 ME2880
 ME2880;                    North         East     Units Scale Factor Converg.
 ME2880;SPC IL E     -   564,063.653   365,350.875   MT  1.00002753   +0 31 23.3
 ME2880;SPC IL E     - 1,850,598.83  1,198,655.33   sFT  1.00002753   +0 31 23.3
 ME2880;UTM  16      - 4,621,594.469   454,462.564   MT  0.99962552   -0 21 52.7
 ME2880
 ME2880                          SUPERSEDED SURVEY CONTROL
 ME2880
 ME2880  NAD 83(1997)-  41 44 41.51586(N)    087 32 51.60794(W) AD(       ) 4
 ME2880  NAD 83(1997)-  41 44 41.52114(N)    087 32 51.61719(W) AD(       ) 4
 ME2880  NAD 83(1986)-  41 44 41.52136(N)    087 32 51.61655(W) AD(       ) 4
 ME2880  NAD 27      -  41 44 41.39342(N)    087 32 51.45407(W) AD(       ) 3
 ME2880
 ME2880.Superseded values are not recommended for survey control.
 ME2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2880.See file dsdata.txt to determine how the superseded data were derived.
 ME2880
 ME2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5446321594(NAD 83)
 ME2880_MARKER: 90 = CHURCH SPIRE
 ME2880
 ME2880  HISTORY     - Date     Condition        Report By
 ME2880  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2880
 ME2880                          STATION DESCRIPTION
 ME2880
 ME2880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2880'THE STATION IS THE BALL AT BASE OF CROSS OF THE CHICAGO ST.
 ME2880'MICHAELS CATHOLIC CHURCH SPIRE.  THE SPIRE IS GREY IN COLOR
 ME2880'ATOP BROWN BRICK BELL TOWER ATTACHED TO THE
 ME2880'SOUTHWEST CORNER OF CHURCH BUILDING.
 ME2880'
 ME2880'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE
 ME2880'NORTHEAST ANGLE OF THE INTERSECTION OF EAST EIGHTY-THIRD
 ME2880'STREET AND SOUTH SOUTH SHORE DRIVE, 55 FEET NORTH OF THE
 ME2880'CENTERLINE OF EAST EIGHTY-THIRD STREET AND 65 FEET EAST OF THE
 ME2880'CENTERLINE OF SOUTH SOUTH SHORE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3055 ***********************************************************************
 ME3055  DESIGNATION -  CHICAGO ST PASCAL CH SPIRE
 ME3055  PID         -  ME3055
 ME3055  STATE/COUNTY-  IL/COOK
 ME3055  USGS QUAD   -  RIVER FOREST (1997)
 ME3055
 ME3055                         *CURRENT SURVEY CONTROL
 ME3055  ___________________________________________________________________
 ME3055* NAD 83(1997)-  41 57 09.46027(N)    087 46 52.38858(W)     ADJUSTED  
 ME3055* NAVD 88     -                                                        
 ME3055  ___________________________________________________________________
 ME3055  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 ME3055  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME3055
 ME3055  HORZ ORDER  -  THIRD
 ME3055
 ME3055.The horizontal coordinates were established by classical geodetic methods
 ME3055.and adjusted by the National Geodetic Survey in October 1999..
 ME3055
 ME3055
 ME3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3055
 ME3055.The geoid height was determined by GEOID03.
 ME3055
 ME3055;                    North         East     Units Scale Factor Converg.
 ME3055;SPC IL E     -   586,988.428   345,775.933   MT  1.00000077   +0 22 08.8
 ME3055;SPC IL E     - 1,925,811.20  1,134,433.21   sFT  1.00000077   +0 22 08.8
 ME3055;UTM  16      - 4,644,811.668   435,253.115   MT  0.99965158   -0 31 20.2
 ME3055
 ME3055                          SUPERSEDED SURVEY CONTROL
 ME3055
 ME3055  NAD 83(1997)-  41 57 09.46041(N)    087 46 52.38910(W) AD(       ) 4
 ME3055  NAD 83(1997)-  41 57 09.46224(N)    087 46 52.40253(W) AD(       ) 4
 ME3055  NAD 83(1986)-  41 57 09.46359(N)    087 46 52.40191(W) AD(       ) 4
 ME3055  NAD 27      -  41 57 09.35087(N)    087 46 52.18627(W) AD(       ) 3
 ME3055
 ME3055.Superseded values are not recommended for survey control.
 ME3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3055.See file dsdata.txt to determine how the superseded data were derived.
 ME3055
 ME3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3525344812(NAD 83)
 ME3055_MARKER: 90 = CHURCH SPIRE
 ME3055
 ME3055  HISTORY     - Date     Condition        Report By
 ME3055  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3055
 ME3055                          STATION DESCRIPTION
 ME3055
 ME3055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3055'THE STATION IS THE BASE OF THE STONE CROSS ON THE SPIRE
 ME3055'ATOP THE TAN BRICK BELL TOWER OF ST. PASCALS CATHOLIC CHURCH,
 ME3055'3935 NORTH MELVINA AVENUE IT IS A TAN STONE APPROXIMATELY
 ME3055'120 FEET HIGH.
 ME3055'
 ME3055'LOCATED IN THE NORTHWEST SECTION OF CHICAGO IN THE SOUTHEAST
 ME3055'ANGLE OF THE INTERSECTION OF NORTH MELVINA AND WEST IRVING
 ME3055'PARK ROAD.  THE TOWER IS LOCATED AT THE EAST CENTRAL PART OF
 ME3055'THE CHURCH BUILDING, 120 FEET EAST OF THE CENTERLINE OF
 ME3055'NORTH MELVINA AVENUE AND 130 FEET SOUTH OF THE CENTERLINE
 ME3055'OF WEST IRVING PARK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0618 ***********************************************************************
 NG0618  DESIGNATION -  CHICAGO ST PAUL AIRWAY BCN 4
 NG0618  PID         -  NG0618
 NG0618  STATE/COUNTY-  IL/LAKE
 NG0618  USGS QUAD   -  WADSWORTH (1993)
 NG0618
 NG0618                         *CURRENT SURVEY CONTROL
 NG0618  ___________________________________________________________________
 NG0618* NAD 83(1997)-  42 28 41.53304(N)    087 53 04.79933(W)     ADJUSTED  
 NG0618* NAVD 88     -                                                        
 NG0618  ___________________________________________________________________
 NG0618  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 NG0618  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 NG0618
 NG0618  HORZ ORDER  -  THIRD
 NG0618
 NG0618.The horizontal coordinates were established by classical geodetic methods
 NG0618.and adjusted by the National Geodetic Survey in October 1999..
 NG0618
 NG0618
 NG0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0618
 NG0618.The geoid height was determined by GEOID03.
 NG0618
 NG0618;                    North         East     Units Scale Factor Converg.
 NG0618;SPC IL E     -   645,316.695   336,891.890   MT  0.99999174   +0 18 10.8
 NG0618;SPC IL E     - 2,117,176.52  1,105,286.14   sFT  0.99999174   +0 18 10.8
 NG0618;SPC WI S     -    55,331.470   773,930.692   MT  1.00006120   +1 27 12.4
 NG0618;SPC WI S     -   181,533.33  2,539,137.61   sFT  1.00006120   +1 27 12.4
 NG0618;UTM  16      - 4,703,251.962   427,284.876   MT  0.99966505   -0 35 50.8
 NG0618
 NG0618                          SUPERSEDED SURVEY CONTROL
 NG0618
 NG0618  NAD 83(1997)-  42 28 41.53286(N)    087 53 04.79965(W) AD(       ) 4
 NG0618  NAD 83(1997)-  42 28 41.53032(N)    087 53 04.80159(W) AD(       ) 4
 NG0618  NAD 83(1997)-  42 28 41.52905(N)    087 53 04.80337(W) AD(       ) 4
 NG0618  NAD 83(1986)-  42 28 41.52914(N)    087 53 04.81878(W) AD(       ) 4
 NG0618  NAD 27      -  42 28 41.45200(N)    087 53 04.54500(W) AD(       ) 3
 NG0618
 NG0618.Superseded values are not recommended for survey control.
 NG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0618.See file dsdata.txt to determine how the superseded data were derived.
 NG0618
 NG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2728503252(NAD 83)
 NG0618_MARKER: 22 = AIRWAY BEACON
 NG0618
 NG0618  HISTORY     - Date     Condition        Report By
 NG0618  HISTORY     - 1935     FIRST OBSERVED   CGS
 NG0618  HISTORY     - 19970502 MARK NOT FOUND   USPSQD
 NG0618
 NG0618                          STATION DESCRIPTION
 NG0618
 NG0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NG0618'THIS STATION IS AIRWAY BEACON NO 4, CHICAGO-ST. PAUL AIRLINE,
 NG0618'LOCATED ABOUT 4.0
 NG0618'MILES WEST OF THE TOWN OF WINTHROP HARBOR,
 NG0618'ILLINOIS.  IT IS ABOUT 60 FEET WEST
 NG0618'OF THE CENTERLINE OF U.S.
 NG0618'ROUTE 41, ABOUT 180 FEET SOUTH-SOUTHEAST OF A WHITE
 NG0618'FRAME HOUSE,
 NG0618'AND ABOUT 0.85 MILE SOUTH OF THE ILLINOIS-WISCONSIN STATE LINE,
 NG0618'IN THE NW CORNER,
 NG0618'SW 1/4, SEC. 8, T 46 N R 12 E.  THE BEACON WAS
 NG0618'PLACED IN ITS PRESENT LOCATION IN
 NG0618'1932.
 NG0618'
 NG0618'THE BEACON IS A STANDARD ORANGE-AND-WHITE 50-FOOT REVOLVING
 NG0618'AIRWAY BEACON.
 NG0618
 NG0618                          STATION RECOVERY (1997)
 NG0618
 NG0618'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1467 ***********************************************************************
 NH1467  DESIGNATION -  CHICAGO ST PAUL AWY BCN 9
 NH1467  PID         -  NH1467
 NH1467  STATE/COUNTY-  IL/WINNEBAGO
 NH1467  USGS QUAD   -  SHIRLAND (1976)
 NH1467
 NH1467                         *CURRENT SURVEY CONTROL
 NH1467  ___________________________________________________________________
 NH1467* NAD 83(1997)-  42 29 43.28858(N)    089 14 27.89148(W)     ADJUSTED  
 NH1467* NAVD 88     -                                                        
 NH1467  ___________________________________________________________________
 NH1467  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 NH1467  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH1467
 NH1467  HORZ ORDER  -  THIRD
 NH1467
 NH1467.The horizontal coordinates were established by classical geodetic methods
 NH1467.and adjusted by the National Geodetic Survey in October 1999..
 NH1467
 NH1467
 NH1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1467
 NH1467.The geoid height was determined by GEOID03.
 NH1467
 NH1467;                    North         East     Units Scale Factor Converg.
 NH1467;SPC IL W     -   647,517.926   776,083.677   MT  1.00001237   +0 37 31.0
 NH1467;SPC IL W     - 2,124,398.40  2,546,201.20   sFT  1.00001237   +0 37 31.0
 NH1467;SPC WI S     -    55,314.826   662,389.671   MT  1.00005647   +0 31 17.2
 NH1467;SPC WI S     -   181,478.72  2,173,190.11   sFT  1.00005647   +0 31 17.2
 NH1467;UTM  16      - 4,707,211.285   315,841.241   MT  1.00001728   -1 30 51.6
 NH1467
 NH1467                          SUPERSEDED SURVEY CONTROL
 NH1467
 NH1467  NAD 83(1997)-  42 29 43.28860(N)    089 14 27.89158(W) AD(       ) 4
 NH1467  NAD 83(1997)-  42 29 43.28795(N)    089 14 27.89207(W) AD(       ) 4
 NH1467  NAD 83(1986)-  42 29 43.28502(N)    089 14 27.89347(W) AD(       ) 4
 NH1467  NAD 27      -  42 29 43.24200(N)    089 14 27.48600(W) AD(       ) 3
 NH1467
 NH1467.Superseded values are not recommended for survey control.
 NH1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1467.See file dsdata.txt to determine how the superseded data were derived.
 NH1467
 NH1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN1584107211(NAD 83)
 NH1467_MARKER: 21 = AIRPORT BEACON
 NH1467
 NH1467  HISTORY     - Date     Condition        Report By
 NH1467  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1467  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 NH1467
 NH1467                          STATION DESCRIPTION
 NH1467
 NH1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1467'THE STATION IS THE CENTER OF THE 50-FOOT AIRWAY BEACON ON
 NH1467'THE LAND OF JERRY NAUERTE, ABOUT 10 MILES WEST OF BELOIT,
 NH1467'WISCONSIN, AND ABOUT 11 MILES SOUTHEAST OF BRODHEAD, WISCONSIN.
 NH1467'IT IS ABOUT 300 YARDS WEST OF A NORTH-SOUTH ROAD, ABOUT 200
 NH1467'YARDS SOUTH OF THE WISCONSIN-ILLINOIS STATE BOUNDARY, ABOUT
 NH1467'24 YARDS SOUTH OF AN EAST-WEST FENCE AND ABOUT 16 YARDS EAST
 NH1467'OF A NORTH-SOUTH FENCE.  THE BEACON WAS ERECTED IN 1931.
 NH1467'IT IS SET ON A CONCRETE BASE.
 NH1467
 NH1467                          STATION RECOVERY (1997)
 NH1467
 NH1467'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2742 ***********************************************************************
 ME2742  DESIGNATION -  CHICAGO ST PAUL CH SPIRE
 ME2742  PID         -  ME2742
 ME2742  STATE/COUNTY-  IL/COOK
 ME2742  USGS QUAD   -  ENGLEWOOD (1997)
 ME2742
 ME2742                         *CURRENT SURVEY CONTROL
 ME2742  ___________________________________________________________________
 ME2742* NAD 83(1997)-  41 51 03.73352(N)    087 40 42.67108(W)     ADJUSTED  
 ME2742* NAVD 88     -                                                        
 ME2742  ___________________________________________________________________
 ME2742  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 ME2742  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2742
 ME2742  HORZ ORDER  -  THIRD
 ME2742
 ME2742.The horizontal coordinates were established by classical geodetic methods
 ME2742.and adjusted by the National Geodetic Survey in October 1999..
 ME2742
 ME2742
 ME2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2742
 ME2742.The geoid height was determined by GEOID03.
 ME2742
 ME2742;                    North         East     Units Scale Factor Converg.
 ME2742;SPC IL E     -   575,764.760   354,376.923   MT  1.00001137   +0 26 12.8
 ME2742;SPC IL E     - 1,888,988.22  1,162,651.62   sFT  1.00001137   +0 26 12.8
 ME2742;UTM  16      - 4,633,459.780   443,675.594   MT  0.99963904   -0 27 09.8
 ME2742
 ME2742                          SUPERSEDED SURVEY CONTROL
 ME2742
 ME2742  NAD 83(1997)-  41 51 03.73369(N)    087 40 42.67147(W) AD(       ) 4
 ME2742  NAD 83(1997)-  41 51 03.73738(N)    087 40 42.68260(W) AD(       ) 4
 ME2742  NAD 83(1986)-  41 51 03.73810(N)    087 40 42.68191(W) AD(       ) 4
 ME2742  NAD 27      -  41 51 03.61864(N)    087 40 42.49014(W) AD(       ) 3
 ME2742
 ME2742.Superseded values are not recommended for survey control.
 ME2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2742.See file dsdata.txt to determine how the superseded data were derived.
 ME2742
 ME2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4367633460(NAD 83)
 ME2742_MARKER: 90 = CHURCH SPIRE
 ME2742
 ME2742  HISTORY     - Date     Condition        Report By
 ME2742  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2742
 ME2742                          STATION DESCRIPTION
 ME2742
 ME2742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2742'THE STATION IS THE BASE OF THE GREEN CROSS ATOP THE MOST
 ME2742'NORTHERLY ONE OF TWO IDENTICAL TAN SPIRES SURMOUNTING BROWN
 ME2742'BRICK BELL TOWERS WHICH HAVE AN OVERALL HEIGHT OF ABOUT 240
 ME2742'FEET.
 ME2742'
 ME2742'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO IN THE
 ME2742'SOUTH-WEST ANGLE OF THE INTERSECTION OF SOUTH HOYNE AVENUE AND
 ME2742'TWENTY-SECOND PLACE, 65 FEET SOUTH OF THE CENTER OF WEST
 ME2742'TWENTY-SECOND PLACE, 65 FEET WEST OF THE CENTER OF SOUTH HOYNE
 ME2742'AVENUE AND ON THE NORTHEAST CORNER OF THE CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2808 ***********************************************************************
 ME2808  DESIGNATION -  CHICAGO ST PAULS CH SPIRE
 ME2808  PID         -  ME2808
 ME2808  STATE/COUNTY-  IL/COOK
 ME2808  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2808
 ME2808                         *CURRENT SURVEY CONTROL
 ME2808  ___________________________________________________________________
 ME2808* NAD 83(1997)-  41 55 29.54875(N)    087 38 46.14091(W)     ADJUSTED  
 ME2808* NAVD 88     -                                                        
 ME2808  ___________________________________________________________________
 ME2808  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ME2808  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME2808
 ME2808  HORZ ORDER  -  THIRD
 ME2808
 ME2808.The horizontal coordinates were established by classical geodetic methods
 ME2808.and adjusted by the National Geodetic Survey in October 1999..
 ME2808
 ME2808
 ME2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2808
 ME2808.The geoid height was determined by GEOID03.
 ME2808
 ME2808;                    North         East     Units Scale Factor Converg.
 ME2808;SPC IL E     -   583,986.844   356,999.283   MT  1.00001496   +0 27 33.0
 ME2808;SPC IL E     - 1,915,963.50  1,171,255.15   sFT  1.00001496   +0 27 33.0
 ME2808;UTM  16      - 4,641,637.051   446,424.353   MT  0.99963532   -0 25 54.3
 ME2808
 ME2808                          SUPERSEDED SURVEY CONTROL
 ME2808
 ME2808  NAD 83(1997)-  41 55 29.54894(N)    087 38 46.14137(W) AD(       ) 4
 ME2808  NAD 83(1997)-  41 55 29.55291(N)    087 38 46.15425(W) AD(       ) 4
 ME2808  NAD 83(1986)-  41 55 29.55392(N)    087 38 46.15337(W) AD(       ) 4
 ME2808  NAD 27      -  41 55 29.43423(N)    087 38 45.95804(W) AD(       ) 3
 ME2808
 ME2808.Superseded values are not recommended for survey control.
 ME2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2808.See file dsdata.txt to determine how the superseded data were derived.
 ME2808
 ME2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4642441637(NAD 83)
 ME2808_MARKER: 90 = CHURCH SPIRE
 ME2808
 ME2808  HISTORY     - Date     Condition        Report By
 ME2808  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2808
 ME2808                          STATION DESCRIPTION
 ME2808
 ME2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2808'THE STATION IS THE BALL AT THE BASE OF THE CROSS ON THE
 ME2808'SILVER SPIRE ATOP OF THE SILVER AND CONCRETE BLOCK BELL TOWER
 ME2808'OF ST. PAULS UNITED CHURCH OF CHRIST AND IS APPROXIMATELY
 ME2808'140 FEET HIGH.
 ME2808'
 ME2808'LOCATED IN THE EAST CENTRAL SECTION OF CHICAGO IN THE NORTHEAST
 ME2808'ANGLE OF THE INTERSECTION OF WEST KEMPER PLACE AND NORTH
 ME2808'ORCHARD STREET.  THE TOWER IS LOCATED AT THE NORTHWEST CORNER
 ME2808'OF THE BROWN BRICK AND CONCRETE BLOCK CHURCH BUILDING, 45
 ME2808'FEET EAST OF THE CENTERLINE OF NORTH ORCHARD STREET AND 145
 ME2808'FEET NORTH OF THE CENTERLINE OF WEST KEMPER PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2672 ***********************************************************************
 ME2672  DESIGNATION -  CHICAGO ST PHILLIP CH SPIRE
 ME2672  PID         -  ME2672
 ME2672  STATE/COUNTY-  IL/COOK
 ME2672  USGS QUAD   -  JACKSON PARK (1993)
 ME2672
 ME2672                         *CURRENT SURVEY CONTROL
 ME2672  ___________________________________________________________________
 ME2672* NAD 83(1997)-  41 45 53.76523(N)    087 34 21.22477(W)     ADJUSTED  
 ME2672* NAVD 88     -                                                        
 ME2672  ___________________________________________________________________
 ME2672  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ME2672  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2672
 ME2672  HORZ ORDER  -  THIRD
 ME2672
 ME2672.The horizontal coordinates were established by classical geodetic methods
 ME2672.and adjusted by the National Geodetic Survey in October 1999..
 ME2672
 ME2672
 ME2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2672
 ME2672.The geoid height was determined by GEOID03.
 ME2672
 ME2672;                    North         East     Units Scale Factor Converg.
 ME2672;SPC IL E     -   566,274.084   363,260.521   MT  1.00002423   +0 30 24.3
 ME2672;SPC IL E     - 1,857,850.89  1,191,797.23   sFT  1.00002423   +0 30 24.3
 ME2672;UTM  16      - 4,623,836.134   452,407.536   MT  0.99962787   -0 22 53.0
 ME2672
 ME2672                          SUPERSEDED SURVEY CONTROL
 ME2672
 ME2672  NAD 83(1997)-  41 45 53.76543(N)    087 34 21.22502(W) AD(       ) 4
 ME2672  NAD 83(1997)-  41 45 53.77045(N)    087 34 21.23463(W) AD(       ) 4
 ME2672  NAD 83(1986)-  41 45 53.77073(N)    087 34 21.23397(W) AD(       ) 4
 ME2672  NAD 27      -  41 45 53.64436(N)    087 34 21.06550(W) AD(       ) 3
 ME2672
 ME2672.Superseded values are not recommended for survey control.
 ME2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2672.See file dsdata.txt to determine how the superseded data were derived.
 ME2672
 ME2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5240823836(NAD 83)
 ME2672_MARKER: 90 = CHURCH SPIRE
 ME2672
 ME2672  HISTORY     - Date     Condition        Report By
 ME2672  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2672
 ME2672                          STATION DESCRIPTION
 ME2672
 ME2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2672'THE STATION IS THE BASE OF CROSS OF THE CHICAGO ST. PHILLIP
 ME2672'NERI CATHOLIC CHURCH SPIRE.  IT IS A GREEN SPIRE ATOP THE
 ME2672'CENTRAL SECTION OF A TAN BLOCK CHURCH BUILDING, APPROXIMATELY
 ME2672'150 FEET HIGH.  THE CROSS IS GOLD IN COLOR.
 ME2672'
 ME2672'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE SOUTHWEST
 ME2672'ANGLE OF THE INTERSECTION OF SOUTH SEVENTY-FIRST STREET AND
 ME2672'SOUTH MERRILL AVENUE, 0.1 MILE SOUTH OF SOUTH SEVENTY-FIRST
 ME2672'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2902 ***********************************************************************
 ME2902  DESIGNATION -  CHICAGO ST SALOMEA S CH SPIRE
 ME2902  PID         -  ME2902
 ME2902  STATE/COUNTY-  IL/COOK
 ME2902  USGS QUAD   -  LAKE CALUMET (1997)
 ME2902
 ME2902                         *CURRENT SURVEY CONTROL
 ME2902  ___________________________________________________________________
 ME2902* NAD 83(1997)-  41 40 46.50255(N)    087 37 05.26118(W)     ADJUSTED  
 ME2902* NAVD 88     -                                                        
 ME2902  ___________________________________________________________________
 ME2902  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ME2902  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME2902
 ME2902  HORZ ORDER  -  THIRD
 ME2902
 ME2902.The horizontal coordinates were established by classical geodetic methods
 ME2902.and adjusted by the National Geodetic Survey in October 1999..
 ME2902
 ME2902
 ME2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2902
 ME2902.The geoid height was determined by GEOID03.
 ME2902
 ME2902;                    North         East     Units Scale Factor Converg.
 ME2902;SPC IL E     -   556,761.999   359,550.322   MT  1.00001862   +0 28 32.2
 ME2902;SPC IL E     - 1,826,643.33  1,179,624.68   sFT  1.00001862   +0 28 32.2
 ME2902;UTM  16      - 4,614,386.349   448,551.976   MT  0.99963257   -0 24 39.8
 ME2902
 ME2902                          SUPERSEDED SURVEY CONTROL
 ME2902
 ME2902  NAD 83(1997)-  41 40 46.50264(N)    087 37 05.26134(W) AD(       ) 4
 ME2902  NAD 83(1997)-  41 40 46.50728(N)    087 37 05.26953(W) AD(       ) 4
 ME2902  NAD 83(1986)-  41 40 46.50751(N)    087 37 05.26920(W) AD(       ) 4
 ME2902  NAD 27      -  41 40 46.38413(N)    087 37 05.10226(W) AD(       ) 3
 ME2902
 ME2902.Superseded values are not recommended for survey control.
 ME2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2902.See file dsdata.txt to determine how the superseded data were derived.
 ME2902
 ME2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4855214386(NAD 83)
 ME2902_MARKER: 90 = CHURCH SPIRE
 ME2902
 ME2902  HISTORY     - Date     Condition        Report By
 ME2902  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2902
 ME2902                          STATION DESCRIPTION
 ME2902
 ME2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2902'THE STATION IS THE CENTER OF THE BALL AT THE BASE OF A GOLD
 ME2902'COLORED FITCHEE CROSS ATOP THE SOUTH ONE OF TWO IDENTICAL
 ME2902'BLACK AND GREEN SPIRES SURMOUNTING BROWN BRICK BELL TOWERS OF
 ME2902'THE ST. SALOMEA CATHOLIC CHURCH AND HAS AN OVERALL HEIGHT
 ME2902'OF ABOUT 125 FEET.
 ME2902'
 ME2902'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO IN THE SOUTHWEST
 ME2902'ANGLE OF THE INTERSECTION OF EAST ONE-HUNDRED-EIGHTEENTH
 ME2902'STREET AND SOUTH INDIANA AVENUE, 120 FEET SOUTH OF THE CENTER
 ME2902'OF EAST ONE-HUNDRED-EIGHTEENTH STREET AND 75 FEET WEST OF
 ME2902'THE CENTER OF SOUTH INDIANA AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3046 ***********************************************************************
 ME3046  DESIGNATION -  CHICAGO ST STANISLAUS CH SPIRE
 ME3046  PID         -  ME3046
 ME3046  STATE/COUNTY-  IL/COOK
 ME3046  USGS QUAD   -  RIVER FOREST (1997)
 ME3046
 ME3046                         *CURRENT SURVEY CONTROL
 ME3046  ___________________________________________________________________
 ME3046* NAD 83(1997)-  41 55 21.92950(N)    087 45 36.11842(W)     ADJUSTED  
 ME3046* NAVD 88     -                                                        
 ME3046  ___________________________________________________________________
 ME3046  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 ME3046  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3046
 ME3046  HORZ ORDER  -  THIRD
 ME3046
 ME3046.The horizontal coordinates were established by classical geodetic methods
 ME3046.and adjusted by the National Geodetic Survey in October 1999..
 ME3046
 ME3046
 ME3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3046
 ME3046.The geoid height was determined by GEOID03.
 ME3046
 ME3046;                    North         East     Units Scale Factor Converg.
 ME3046;SPC IL E     -   583,682.342   347,554.675   MT  1.00000282   +0 22 59.0
 ME3046;SPC IL E     - 1,914,964.48  1,140,268.96   sFT  1.00000282   +0 22 59.0
 ME3046;UTM  16      - 4,641,479.490   436,979.617   MT  0.99964887   -0 30 28.1
 ME3046
 ME3046                          SUPERSEDED SURVEY CONTROL
 ME3046
 ME3046  NAD 83(1997)-  41 55 21.92964(N)    087 45 36.11890(W) AD(       ) 4
 ME3046  NAD 83(1997)-  41 55 21.93196(N)    087 45 36.13153(W) AD(       ) 4
 ME3046  NAD 83(1986)-  41 55 21.93311(N)    087 45 36.13084(W) AD(       ) 4
 ME3046  NAD 27      -  41 55 21.81893(N)    087 45 35.92240(W) AD(       ) 3
 ME3046
 ME3046.Superseded values are not recommended for survey control.
 ME3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3046.See file dsdata.txt to determine how the superseded data were derived.
 ME3046
 ME3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3698041479(NAD 83)
 ME3046_MARKER: 90 = CHURCH SPIRE
 ME3046
 ME3046  HISTORY     - Date     Condition        Report By
 ME3046  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3046
 ME3046                          STATION DESCRIPTION
 ME3046
 ME3046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3046'THE STATION IS THE BASE OF THE CROSS ON THE SPIRE ATOP THE
 ME3046'TAN BRICK BELL TOWER OF ST. STANISLAUS CATHOLIC CHURCH,
 ME3046'AND APPROXIMATELY 110 FEET HIGH.
 ME3046'
 ME3046'LOCATED IN WEST CENTRAL SECTION OF CHICAGO IN THE NORTHWEST
 ME3046'ANGLE OF THE INTERSECTION OF WEST BELDEN AVENUE AND NORTH
 ME3046'LOREL AVENUE.  THE TOWER IS LOCATED AT THE NORTHEAST CORNER
 ME3046'OF THE TAN BRICK CHURCH BUILDING, 190 FEET NORTH OF THE
 ME3046'CENTER LINE OF WEST BELDEN AVENUE AND 65 FEET WEST OF THE
 ME3046'CENTER LINE OF NORTH LOREL AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2848 ***********************************************************************
 ME2848  DESIGNATION -  CHICAGO ST SYLVESTER CH SPIRE
 ME2848  PID         -  ME2848
 ME2848  STATE/COUNTY-  IL/COOK
 ME2848  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2848
 ME2848                         *CURRENT SURVEY CONTROL
 ME2848  ___________________________________________________________________
 ME2848* NAD 83(1997)-  41 55 17.39554(N)    087 42 05.13833(W)     ADJUSTED  
 ME2848* NAVD 88     -                                                        
 ME2848  ___________________________________________________________________
 ME2848  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 ME2848  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2848
 ME2848  HORZ ORDER  -  THIRD
 ME2848
 ME2848.The horizontal coordinates were established by classical geodetic methods
 ME2848.and adjusted by the National Geodetic Survey in October 1999..
 ME2848
 ME2848
 ME2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2848
 ME2848.The geoid height was determined by GEOID03.
 ME2848
 ME2848;                    North         East     Units Scale Factor Converg.
 ME2848;SPC IL E     -   583,576.618   352,416.998   MT  1.00000880   +0 25 19.9
 ME2848;SPC IL E     - 1,914,617.62  1,156,221.43   sFT  1.00000880   +0 25 19.9
 ME2848;UTM  16      - 4,641,298.247   441,837.957   MT  0.99964163   -0 28 07.1
 ME2848
 ME2848                          SUPERSEDED SURVEY CONTROL
 ME2848
 ME2848  NAD 83(1997)-  41 55 17.39571(N)    087 42 05.13880(W) AD(       ) 4
 ME2848  NAD 83(1997)-  41 55 17.39889(N)    087 42 05.15150(W) AD(       ) 4
 ME2848  NAD 83(1986)-  41 55 17.39995(N)    087 42 05.15077(W) AD(       ) 4
 ME2848  NAD 27      -  41 55 17.28350(N)    087 42 04.94884(W) AD(       ) 3
 ME2848
 ME2848.Superseded values are not recommended for survey control.
 ME2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2848.See file dsdata.txt to determine how the superseded data were derived.
 ME2848
 ME2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4183841298(NAD 83)
 ME2848_MARKER: 90 = CHURCH SPIRE
 ME2848
 ME2848  HISTORY     - Date     Condition        Report By
 ME2848  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2848
 ME2848                          STATION DESCRIPTION
 ME2848
 ME2848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2848'THE STATION IS THE BASE OF THE CROSS ON THE GREY TILE
 ME2848'SPIRE ATOP THE BROWN BRICK BELL TOWER OF ST SYLVESTER
 ME2848'CATHOLIC CHURCH.  IT IS GREEN IN COLOR AND APPROXIMATELY
 ME2848'120 FEET HIGH.
 ME2848'
 ME2848'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME2848'SOUTHEAST ANGLE OF THE INTERSECTION OF WEST PALMER STREET
 ME2848'AND NORTH HUMBOLT BLVD.  THE BELL TOWER IS LOCATED AT THE
 ME2848'NORTHWEST CORNER OF THE BROWN BRICK CHURCH BUILDING, 55 FEET
 ME2848'SOUTH OF THE CENTERLINE OF WEST PALMER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3044 ***********************************************************************
 ME3044  DESIGNATION -  CHICAGO ST THOMAS CH TOWER
 ME3044  PID         -  ME3044
 ME3044  STATE/COUNTY-  IL/COOK
 ME3044  USGS QUAD   -  RIVER FOREST (1997)
 ME3044
 ME3044                         *CURRENT SURVEY CONTROL
 ME3044  ___________________________________________________________________
 ME3044* NAD 83(1997)-  41 52 54.84083(N)    087 45 13.26403(W)     ADJUSTED  
 ME3044* NAVD 88     -                                                        
 ME3044  ___________________________________________________________________
 ME3044  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 ME3044  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3044
 ME3044  HORZ ORDER  -  THIRD
 ME3044
 ME3044.The horizontal coordinates were established by classical geodetic methods
 ME3044.and adjusted by the National Geodetic Survey in October 1999..
 ME3044
 ME3044
 ME3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3044
 ME3044.The geoid height was determined by GEOID03.
 ME3044
 ME3044;                    North         East     Units Scale Factor Converg.
 ME3044;SPC IL E     -   579,147.819   348,111.936   MT  1.00000347   +0 23 13.1
 ME3044;SPC IL E     - 1,900,087.47  1,142,097.24   sFT  1.00000347   +0 23 13.1
 ME3044;UTM  16      - 4,636,938.465   437,466.165   MT  0.99964812   -0 30 11.4
 ME3044
 ME3044                          SUPERSEDED SURVEY CONTROL
 ME3044
 ME3044  NAD 83(1997)-  41 52 54.84096(N)    087 45 13.26448(W) AD(       ) 4
 ME3044  NAD 83(1997)-  41 52 54.84358(N)    087 45 13.27602(W) AD(       ) 4
 ME3044  NAD 83(1986)-  41 52 54.84450(N)    087 45 13.27550(W) AD(       ) 4
 ME3044  NAD 27      -  41 52 54.72975(N)    087 45 13.07058(W) AD(       ) 3
 ME3044
 ME3044.Superseded values are not recommended for survey control.
 ME3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3044.See file dsdata.txt to determine how the superseded data were derived.
 ME3044
 ME3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3746636938(NAD 83)
 ME3044_MARKER: 55 = TOWER
 ME3044
 ME3044  HISTORY     - Date     Condition        Report By
 ME3044  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3044
 ME3044                          STATION DESCRIPTION
 ME3044
 ME3044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3044'THE STATION IS THE BASE OF THE CROSS OF THE ST. THOMAS
 ME3044'CATHOLIC CHURCH.  IT IS A GREEN CROSS ATOP A GREY STONE
 ME3044'TOWER WITH A SLIGHTLY SLOPING GREEN ROOF WITH AN OVERALL
 ME3044'HEIGHT OF ABOUT 130 FEET.
 ME3044'
 ME3044'LOCATED IN THE WEST CENTRAL SECTION OF CHICAGO, IN THE
 ME3044'NORTHEAST ANGLE OF THE INTERSECTION OF WEST WASHINGTON
 ME3044'BOULEVARD AND NORTH LEAMINGTON STREET, AT THE SOUTHWEST CORNER
 ME3044'OF THE CHURCH BUILDING, 65 FEET NORTH OF THE CENTER OF WEST
 ME3044'WASHINGTON BOULEVARD AND 50 FEET EAST OF THE CENTER OF NORTH
 ME3044'LEAMINGTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2833 ***********************************************************************
 ME2833  DESIGNATION -  CHICAGO ST VLADIMIRS CH SPIRE
 ME2833  PID         -  ME2833
 ME2833  STATE/COUNTY-  IL/COOK
 ME2833  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2833
 ME2833                         *CURRENT SURVEY CONTROL
 ME2833  ___________________________________________________________________
 ME2833* NAD 83(1997)-  41 54 01.66188(N)    087 41 03.63366(W)     ADJUSTED  
 ME2833* NAVD 88     -                                                        
 ME2833  ___________________________________________________________________
 ME2833  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 ME2833  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2833
 ME2833  HORZ ORDER  -  THIRD
 ME2833
 ME2833.The horizontal coordinates were established by classical geodetic methods
 ME2833.and adjusted by the National Geodetic Survey in October 1999..
 ME2833
 ME2833
 ME2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2833
 ME2833.The geoid height was determined by GEOID03.
 ME2833
 ME2833;                    North         East     Units Scale Factor Converg.
 ME2833;SPC IL E     -   581,250.618   353,851.865   MT  1.00001067   +0 26 00.4
 ME2833;SPC IL E     - 1,906,986.40  1,160,928.99   sFT  1.00001067   +0 26 00.4
 ME2833;UTM  16      - 4,638,951.090   443,235.978   MT  0.99963965   -0 27 25.4
 ME2833
 ME2833                          SUPERSEDED SURVEY CONTROL
 ME2833
 ME2833  NAD 83(1997)-  41 54 01.66206(N)    087 41 03.63411(W) AD(       ) 4
 ME2833  NAD 83(1997)-  41 54 01.66553(N)    087 41 03.64633(W) AD(       ) 4
 ME2833  NAD 83(1986)-  41 54 01.66636(N)    087 41 03.64564(W) AD(       ) 4
 ME2833  NAD 27      -  41 54 01.54948(N)    087 41 03.44720(W) AD(       ) 3
 ME2833
 ME2833.Superseded values are not recommended for survey control.
 ME2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2833.See file dsdata.txt to determine how the superseded data were derived.
 ME2833
 ME2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4323638951(NAD 83)
 ME2833_MARKER: 90 = CHURCH SPIRE
 ME2833
 ME2833  HISTORY     - Date     Condition        Report By
 ME2833  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2833
 ME2833                          STATION DESCRIPTION
 ME2833
 ME2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2833'THE STATION IS THE BALL AT BASE OF CROSS OF THE
 ME2833'CHICAGO ST. VLADIMIRS ULRANAN ORTHODOX CHURCH SPIRE.  THE
 ME2833'SPIRE IS OF BLACK TILE, ATOP A BROWN BRICK BELL TOWER
 ME2833'ATTACHED TO THE SOUTHWEST CORNER OF THE CHURCH BUILDING.
 ME2833'IT IS GREEN IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 ME2833'
 ME2833'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO, IN THE
 ME2833'NORTHEAST ANGLE OF THE INTERSECTION OF OAKLEY BOULEVARD AND
 ME2833'CORTEZ STREET, 45 FEET NORTH OF THE CENTERLINE OF CORTEZ STREET
 ME2833'AND 45 FEET EAST OF THE CENTERLINE OF OAKLEY BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2858 ***********************************************************************
 ME2858  DESIGNATION -  CHICAGO ST WENCESLAUS CH TWR
 ME2858  PID         -  ME2858
 ME2858  STATE/COUNTY-  IL/COOK
 ME2858  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2858
 ME2858                         *CURRENT SURVEY CONTROL
 ME2858  ___________________________________________________________________
 ME2858* NAD 83(1997)-  41 56 36.21075(N)    087 43 11.04858(W)     ADJUSTED  
 ME2858* NAVD 88     -                                                        
 ME2858  ___________________________________________________________________
 ME2858  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 ME2858  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME2858
 ME2858  HORZ ORDER  -  THIRD
 ME2858
 ME2858.The horizontal coordinates were established by classical geodetic methods
 ME2858.and adjusted by the National Geodetic Survey in October 1999..
 ME2858
 ME2858
 ME2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2858
 ME2858.The geoid height was determined by GEOID03.
 ME2858
 ME2858;                    North         East     Units Scale Factor Converg.
 ME2858;SPC IL E     -   585,997.255   350,880.895   MT  1.00000684   +0 24 36.5
 ME2858;SPC IL E     - 1,922,559.33  1,151,181.74   sFT  1.00000684   +0 24 36.5
 ME2858;UTM  16      - 4,643,741.586   440,340.230   MT  0.99964380   -0 28 51.9
 ME2858
 ME2858                          SUPERSEDED SURVEY CONTROL
 ME2858
 ME2858  NAD 83(1997)-  41 56 36.21091(N)    087 43 11.04907(W) AD(       ) 4
 ME2858  NAD 83(1997)-  41 56 36.21378(N)    087 43 11.06231(W) AD(       ) 4
 ME2858  NAD 83(1986)-  41 56 36.21490(N)    087 43 11.06159(W) AD(       ) 4
 ME2858  NAD 27      -  41 56 36.09982(N)    087 43 10.85612(W) AD(       ) 3
 ME2858
 ME2858.Superseded values are not recommended for survey control.
 ME2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2858.See file dsdata.txt to determine how the superseded data were derived.
 ME2858
 ME2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4034043742(NAD 83)
 ME2858_MARKER: 55 = TOWER
 ME2858
 ME2858  HISTORY     - Date     Condition        Report By
 ME2858  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2858
 ME2858                          STATION DESCRIPTION
 ME2858
 ME2858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2858'THE STATION IS THE BASE OF THE CROSS ON THE SMALL SPIRE
 ME2858'ATOP THE TAN BLOCK AND BROWN BRICK BELL TOWER.  IT IS GREEN
 ME2858'IN COLOR AND APPROXIMATELY 100 FEET HIGH.
 ME2858'
 ME2858'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME2858'NORTHEAST ANGLE OF THE INTERSECTION OF NORTH LAWNDALE AVENUE
 ME2858'AND WEST ROSCOE AVENUE.  THE BELL TOWER IS LOCATED NEAR THE
 ME2858'CENTRAL PART OF THE CHURCH BUILDING ON THE WEST FACE, 190 FEET
 ME2858'NORTH OF THE CENTERLINE OF WEST ROSCOE AVENUE AND 60
 ME2858'FEET EAST OF THE CENTERLINE OF NORTH LAWNDALE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2703 ***********************************************************************
 ME2703  DESIGNATION -  CHICAGO STONE CONTAIN CORP TK
 ME2703  PID         -  ME2703
 ME2703  STATE/COUNTY-  IL/COOK
 ME2703  USGS QUAD   -  ENGLEWOOD (1997)
 ME2703
 ME2703                         *CURRENT SURVEY CONTROL
 ME2703  ___________________________________________________________________
 ME2703* NAD 83(1997)-  41 49 05.77975(N)    087 43 45.53413(W)     ADJUSTED  
 ME2703* NAVD 88     -                                                        
 ME2703  ___________________________________________________________________
 ME2703  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME2703  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2703
 ME2703  HORZ ORDER  -  THIRD
 ME2703
 ME2703.The horizontal coordinates were established by classical geodetic methods
 ME2703.and adjusted by the National Geodetic Survey in October 1999..
 ME2703
 ME2703
 ME2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2703
 ME2703.The geoid height was determined by GEOID03.
 ME2703
 ME2703;                    North         East     Units Scale Factor Converg.
 ME2703;SPC IL E     -   572,094.706   350,184.360   MT  1.00000598   +0 24 09.9
 ME2703;SPC IL E     - 1,876,947.38  1,148,896.52   sFT  1.00000598   +0 24 09.9
 ME2703;UTM  16      - 4,629,856.563   439,428.130   MT  0.99964515   -0 29 10.7
 ME2703
 ME2703                          SUPERSEDED SURVEY CONTROL
 ME2703
 ME2703  NAD 83(1997)-  41 49 05.77987(N)    087 43 45.53450(W) AD(       ) 4
 ME2703  NAD 83(1997)-  41 49 05.78311(N)    087 43 45.54476(W) AD(       ) 4
 ME2703  NAD 83(1986)-  41 49 05.78378(N)    087 43 45.54419(W) AD(       ) 4
 ME2703  NAD 27      -  41 49 05.66659(N)    087 43 45.34919(W) AD(       ) 3
 ME2703
 ME2703.Superseded values are not recommended for survey control.
 ME2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2703.See file dsdata.txt to determine how the superseded data were derived.
 ME2703
 ME2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3942829857(NAD 83)
 ME2703_MARKER: 53 = ELEVATED TANK
 ME2703
 ME2703  HISTORY     - Date     Condition        Report By
 ME2703  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2703  HISTORY     - 1959     GOOD             CGS
 ME2703  HISTORY     - 1973     GOOD             NGS
 ME2703  HISTORY     - 1977     GOOD             NGS
 ME2703  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2703  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2703
 ME2703                          STATION DESCRIPTION
 ME2703
 ME2703'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2703'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME2703'STONE CONTAINER
 ME2703'CORPORATION LOCATED ON THE EAST SIDE OF TRIPP AVENUE ABOUT 0.2 MILE
 ME2703'NORTH OF 43RD STREET IN THE
 ME2703'SOUTHWEST SECTION OF CHICAGO.  IT IS A STEEL TANK SUPPORTED
 ME2703'BY A FOUR-LEGGED STEEL STRUCTURE AND IS
 ME2703'PAINTED SILVER WITH THE NAME STEEL CONTAINER
 ME2703'CORPORATION PAINTED ON THE EAST AND WEST SIDES IN BLACK
 ME2703'LETTERS.  THE HEIGHT IS ABOUT 135
 ME2703'FEET.
 ME2703
 ME2703                          STATION RECOVERY (1959)
 ME2703
 ME2703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME2703'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME2703
 ME2703                          STATION RECOVERY (1973)
 ME2703
 ME2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME2703'DESCRIPTION IS ADEQUATE.
 ME2703'
 ME2703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - IN CHICAGO.
 ME2703
 ME2703                          STATION RECOVERY (1977)
 ME2703
 ME2703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2703'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME2703'CHICAGO, STONE CONTAINER CORP., WATER TANK.
 ME2703'
 ME2703'THE STATION IS THE FINIAL OF THE CYLINDRICAL WATER TANK
 ME2703'OWNED BY THE STONE CONTAINER CORPORATION AND HAS A DOMED TOP
 ME2703'AND A HEMISPHERICAL BOTTOM SUPPORTED BY FOUR TUBULAR LEGS.  THE
 ME2703'ENTIRE STRUCTURE IS PAINTED SILVER WITH BLACK AND WHITE
 ME2703'LETTERING (STONE) ON THE TANK AND HAS AN OVERALL HEIGHT OF
 ME2703'ABOUT 135 FEET.
 ME2703'
 ME2703'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO ON THE EAST SIDE OF
 ME2703'TRIPP AVENUE, ABOUT 0.2 MILE NORTH OF FORTY-THIRD STREET, ON
 ME2703'THE WEST SIDE OF THE FACTORY BUILDING AND JUST EAST OF A
 ME2703'RAILROAD TRACK.
 ME2703
 ME2703                          STATION RECOVERY (1987)
 ME2703
 ME2703'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2703'MARK NOT FOUND.
 ME2703
 ME2703                          STATION RECOVERY (1989)
 ME2703
 ME2703'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3111 ***********************************************************************
 ME3111  DESIGNATION -  CHICAGO SUNBEAM CORP TANK
 ME3111  PID         -  ME3111
 ME3111  STATE/COUNTY-  IL/COOK
 ME3111  USGS QUAD   -  BERWYN (1993)
 ME3111
 ME3111                         *CURRENT SURVEY CONTROL
 ME3111  ___________________________________________________________________
 ME3111* NAD 83(1997)-  41 52 07.41568(N)    087 45 41.48971(W)     ADJUSTED  
 ME3111* NAVD 88     -                                                        
 ME3111  ___________________________________________________________________
 ME3111  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ME3111  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME3111
 ME3111  HORZ ORDER  -  THIRD
 ME3111
 ME3111.The horizontal coordinates were established by classical geodetic methods
 ME3111.and adjusted by the National Geodetic Survey in October 1999..
 ME3111
 ME3111
 ME3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3111
 ME3111.The geoid height was determined by GEOID03.
 ME3111
 ME3111;                    North         East     Units Scale Factor Converg.
 ME3111;SPC IL E     -   577,680.273   347,470.908   MT  1.00000272   +0 22 53.9
 ME3111;SPC IL E     - 1,895,272.70  1,139,994.14   sFT  1.00000272   +0 22 53.9
 ME3111;UTM  16      - 4,635,481.570   436,802.653   MT  0.99964915   -0 30 29.8
 ME3111
 ME3111                          SUPERSEDED SURVEY CONTROL
 ME3111
 ME3111  NAD 83(1997)-  41 52 07.41581(N)    087 45 41.49013(W) AD(       ) 4
 ME3111  NAD 83(1997)-  41 52 07.41836(N)    087 45 41.50137(W) AD(       ) 4
 ME3111  NAD 83(1986)-  41 52 07.41924(N)    087 45 41.50079(W) AD(       ) 4
 ME3111  NAD 27      -  41 52 07.30502(N)    087 45 41.29645(W) AD(       ) 3
 ME3111
 ME3111.Superseded values are not recommended for survey control.
 ME3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3111.See file dsdata.txt to determine how the superseded data were derived.
 ME3111
 ME3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3680335482(NAD 83)
 ME3111_MARKER: 53 = ELEVATED TANK
 ME3111
 ME3111  HISTORY     - Date     Condition        Report By
 ME3111  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3111  HISTORY     - 1977     GOOD             NGS
 ME3111  HISTORY     - 1987     GOOD             USPSQD
 ME3111  HISTORY     - 1989     GOOD             USPSQD
 ME3111  HISTORY     - 19970901 MARK NOT FOUND   USPSQD
 ME3111
 ME3111                          STATION DESCRIPTION
 ME3111
 ME3111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3111'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3111'SUNBEAM
 ME3111'CORPORATION, PLANT NO. 2, LOCATED AT 5444 WEST ROOSEVELT ROAD ABOUT
 ME3111'0.15 MILE EAST OF CENTRAL AVENUE
 ME3111'IN THE WEST EDGE OF CHICAGO.  IT IS A STEEL TANK SUPPORTED BY A
 ME3111'FOUR-LEGGED STEEL STRUCTURE AND IS
 ME3111'PAINTED SILVER WITH THE NAME SUNBEAM PAINTED ON THE
 ME3111'NORTH AND SOUTH SIDES IN RED LETTERS.  THE HEIGHT IS
 ME3111'ABOUT 120 FEET.
 ME3111
 ME3111                          STATION RECOVERY (1977)
 ME3111
 ME3111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3111'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME3111'CHICAGO SUNBEAM CORP. WATER TANK.
 ME3111'
 ME3111'THE STATION IS THE FINIAL OF THE SUNBEAM CORPORATION, PLANT
 ME3111'NO. 2 WATER TANK, LOCATED AT 5444 WEST ROOSEVELT ROAD.  THE
 ME3111'CYLINDRICAL TANK HAS A DOMED ROOF AND HEMISPHERICAL BOTTOM AND
 ME3111'IS SUPPORTED BY FOUR METAL LEGS.  THE ENTIRE STRUCTURE IS
 ME3111'PAINTED SILVER AND HAS RED NEON LETTERING ON THE NORTH AND
 ME3111'SOUTH FACES OF THE TANK.  IT HAS AN OVERALL HEIGHT OF ABOUT
 ME3111'120 FEET.
 ME3111'
 ME3111'LOCATED IN THE SOUTHWEST EDGE OF CHICAGO IN THE NORTHEAST ANGLE
 ME3111'OF THE INTERSECTION OF WEST ROOSEVELT ROAD AND SOUTH CENTRAL
 ME3111'AVENUE, 0.2 MILE NORTH OF WEST ROOSEVELT ROAD, 0.15 MILE EAST
 ME3111'OF SOUTH CENTRAL AVENUE AND AT THE NORTH EDGE OF THE FACTORY
 ME3111'COMPLEX.
 ME3111
 ME3111                          STATION RECOVERY (1987)
 ME3111
 ME3111'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3111'RECOVERED IN GOOD CONDITION.
 ME3111
 ME3111                          STATION RECOVERY (1989)
 ME3111
 ME3111'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3111'RECOVERED IN GOOD CONDITION.
 ME3111
 ME3111                          STATION RECOVERY (1997)
 ME3111
 ME3111'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3142 ***********************************************************************
 ME3142  DESIGNATION -  CHICAGO SW SEWAGE TANK
 ME3142  PID         -  ME3142
 ME3142  STATE/COUNTY-  IL/COOK
 ME3142  USGS QUAD   -  BERWYN (1993)
 ME3142
 ME3142                         *CURRENT SURVEY CONTROL
 ME3142  ___________________________________________________________________
 ME3142* NAD 83(1997)-  41 48 51.55914(N)    087 45 58.71251(W)     ADJUSTED  
 ME3142* NAVD 88     -                                                        
 ME3142  ___________________________________________________________________
 ME3142  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ME3142  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME3142
 ME3142  HORZ ORDER  -  THIRD
 ME3142
 ME3142.The horizontal coordinates were established by classical geodetic methods
 ME3142.and adjusted by the National Geodetic Survey in October 1999..
 ME3142
 ME3142
 ME3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3142
 ME3142.The geoid height was determined by GEOID03.
 ME3142
 ME3142;                    North         East     Units Scale Factor Converg.
 ME3142;SPC IL E     -   571,635.026   347,113.628   MT  1.00000230   +0 22 41.0
 ME3142;SPC IL E     - 1,875,439.25  1,138,821.96   sFT  1.00000230   +0 22 41.0
 ME3142;UTM  16      - 4,629,444.730   436,351.733   MT  0.99964985   -0 30 39.3
 ME3142
 ME3142                          SUPERSEDED SURVEY CONTROL
 ME3142
 ME3142  NAD 83(1997)-  41 48 51.55925(N)    087 45 58.71289(W) AD(       ) 4
 ME3142  NAD 83(1997)-  41 48 51.56210(N)    087 45 58.72284(W) AD(       ) 4
 ME3142  NAD 83(1986)-  41 48 51.56282(N)    087 45 58.72237(W) AD(       ) 4
 ME3142  NAD 27      -  41 48 51.44720(N)    087 45 58.52234(W) AD(       ) 3
 ME3142
 ME3142.Superseded values are not recommended for survey control.
 ME3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3142.See file dsdata.txt to determine how the superseded data were derived.
 ME3142
 ME3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3635229445(NAD 83)
 ME3142_MARKER: 53 = ELEVATED TANK
 ME3142
 ME3142  HISTORY     - Date     Condition        Report By
 ME3142  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3142
 ME3142                          STATION DESCRIPTION
 ME3142
 ME3142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3142'THE STATION IS THE APEX OF THE VENT OF THE SOUTHWEST SEWAGE
 ME3142'TREATMENT PLANT TANK WHICH IS A GRAY AND WHITE CYLINDRICAL
 ME3142'TANK WITH A DOMED TOP AND A HEMISPHERICAL BOTTOM SUPPORTED
 ME3142'BY EIGHT TUBULAR LEGS AND HAS AN OVERALL HEIGHT OF ABOUT 150
 ME3142'FEET.
 ME3142'
 ME3142'LOCATED IN THE SOUTHWEST EDGE OF CHICAGO ON THE EAST SECTION OF
 ME3142'THE PLANT GROUNDS, 0.35 MILE SOUTH OF PERSHING ROAD AND 0.1
 ME3142'MILE NORTH OF THE SANITARY SHIP CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3118 ***********************************************************************
 ME3118  DESIGNATION -  CHICAGO SW SEWRAGE TREAT TK
 ME3118  PID         -  ME3118
 ME3118  STATE/COUNTY-  IL/COOK
 ME3118  USGS QUAD   -  BERWYN (1993)
 ME3118
 ME3118                         *CURRENT SURVEY CONTROL
 ME3118  ___________________________________________________________________
 ME3118* NAD 83(1997)-  41 48 59.68778(N)    087 45 35.24565(W)     ADJUSTED  
 ME3118* NAVD 88     -                                                        
 ME3118  ___________________________________________________________________
 ME3118  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 ME3118  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME3118
 ME3118  HORZ ORDER  -  THIRD
 ME3118
 ME3118.The horizontal coordinates were established by classical geodetic methods
 ME3118.and adjusted by the National Geodetic Survey in October 1999..
 ME3118
 ME3118
 ME3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3118
 ME3118.The geoid height was determined by GEOID03.
 ME3118
 ME3118;                    North         East     Units Scale Factor Converg.
 ME3118;SPC IL E     -   571,889.406   347,653.579   MT  1.00000293   +0 22 56.7
 ME3118;SPC IL E     - 1,876,273.83  1,140,593.45   sFT  1.00000293   +0 22 56.7
 ME3118;UTM  16      - 4,629,690.615   436,895.374   MT  0.99964900   -0 30 23.8
 ME3118
 ME3118                          SUPERSEDED SURVEY CONTROL
 ME3118
 ME3118  NAD 83(1997)-  41 48 59.68789(N)    087 45 35.24603(W) AD(       ) 4
 ME3118  NAD 83(1997)-  41 48 59.69095(N)    087 45 35.25613(W) AD(       ) 4
 ME3118  NAD 83(1986)-  41 48 59.69169(N)    087 45 35.25567(W) AD(       ) 4
 ME3118  NAD 27      -  41 48 59.57574(N)    087 45 35.05627(W) AD(       ) 3
 ME3118
 ME3118.Superseded values are not recommended for survey control.
 ME3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3118.See file dsdata.txt to determine how the superseded data were derived.
 ME3118
 ME3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3689529691(NAD 83)
 ME3118_MARKER: 53 = ELEVATED TANK
 ME3118
 ME3118  HISTORY     - Date     Condition        Report By
 ME3118  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3118  HISTORY     - 1977     GOOD             LOCENG
 ME3118  HISTORY     - 1987     GOOD             USPSQD
 ME3118  HISTORY     - 1989     GOOD             USPSQD
 ME3118  HISTORY     - 19970805 GOOD             USPSQD
 ME3118
 ME3118                          STATION DESCRIPTION
 ME3118
 ME3118'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3118'THE STATION IS THE CENTER OF THE TOP OF THE WATER PLANT OF
 ME3118'SOUTHWEST SEWAGE
 ME3118'TREATMENT PLANT LOCATED IN THE EAST SECTION OF THE PLANT AREA 0.1
 ME3118'MILE NORTH OF THE CHICAGO SANITARY
 ME3118'AND SHIP CANAL AND 0.2 MILE SOUTH OF PERSHING ROAD.
 ME3118'IT IS A STEEL TANK SUPPORTED BY AN EIGHT-LEGGED STEEL
 ME3118'STRUCTURE AND IS PAINTED SILVER.
 ME3118'THE HEIGHT IS ABOUT 135 FEET.
 ME3118
 ME3118                          STATION RECOVERY (1977)
 ME3118
 ME3118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (PK)
 ME3118'SUGGEST ATTACHED REVISED DESCRIPTION BECAUSE OF PHYSICAL CHANGE
 ME3118'IN AREA.
 ME3118'
 ME3118'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED AT
 ME3118'THE WEST-SOUTHWEST TREATMENT PLANT OF THE METROPOLITAN SANITARY
 ME3118'DISTRICT OF GREATER CHICAGO IN THE VILLAGE OF STICKNEY, 0.5 MILE
 ME3118'SOUTH OF W. PERSHING ROAD (3900 SOUTH), 0.2 MILE WEST OF SQ
 ME3118'CENTRAL AVENUE (5600 WEST), ABOUT 0.1 MILE NORTH OF THE CHICAGO
 ME3118'SANITARY AND SHIP CANAL AND APPROXIMATELY 700 FEET EAST OF THE
 ME3118'MAIN TREATMENT PLANT.  IT IS A STEEL TANK SUPPORTED BY AN
 ME3118'EIGHT-LEGGED STEEL STRUCTURE AND IS PAINTED WHITE FROM THE TOP
 ME3118'TO CAT WALK SURROUNDING IT, THE REMAINDER IS LIGHT GRAY
 ME3118'INCLUDING THE LEGGS.  THE HEIGHT IS ABOUT 135 FEET.
 ME3118
 ME3118                          STATION RECOVERY (1987)
 ME3118
 ME3118'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3118'RECOVERED IN GOOD CONDITION.
 ME3118
 ME3118                          STATION RECOVERY (1989)
 ME3118
 ME3118'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3118'RECOVERED IN GOOD CONDITION.
 ME3118
 ME3118                          STATION RECOVERY (1997)
 ME3118
 ME3118'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2798 ***********************************************************************
 ME2798  DESIGNATION -  CHICAGO TV STA WBBM MAST
 ME2798  PID         -  ME2798
 ME2798  STATE/COUNTY-  IL/COOK
 ME2798  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2798
 ME2798                         *CURRENT SURVEY CONTROL
 ME2798  ___________________________________________________________________
 ME2798* NAD 83(1997)-  41 52 58.15904(N)    087 37 55.64811(W)     ADJUSTED  
 ME2798* NAVD 88     -                                                        
 ME2798  ___________________________________________________________________
 ME2798  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 ME2798  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2798
 ME2798  HORZ ORDER  -  THIRD
 ME2798
 ME2798.The horizontal coordinates were established by classical geodetic methods
 ME2798.and adjusted by the National Geodetic Survey in October 1999..
 ME2798
 ME2798
 ME2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2798
 ME2798.The geoid height was determined by GEOID03.
 ME2798
 ME2798;                    North         East     Units Scale Factor Converg.
 ME2798;SPC IL E     -   579,325.488   358,200.855   MT  1.00001667   +0 28 05.3
 ME2798;SPC IL E     - 1,900,670.37  1,175,197.31   sFT  1.00001667   +0 28 05.3
 ME2798;UTM  16      - 4,636,959.368   447,552.902   MT  0.99963385   -0 25 19.3
 ME2798
 ME2798                          SUPERSEDED SURVEY CONTROL
 ME2798
 ME2798  NAD 83(1997)-  41 52 58.15923(N)    087 37 55.64851(W) AD(       ) 4
 ME2798  NAD 83(1997)-  41 52 58.16309(N)    087 37 55.65994(W) AD(       ) 4
 ME2798  NAD 83(1986)-  41 52 58.16407(N)    087 37 55.65903(W) AD(       ) 4
 ME2798  NAD 27      -  41 52 58.04435(N)    087 37 55.47122(W) AD(       ) 3
 ME2798
 ME2798.Superseded values are not recommended for survey control.
 ME2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2798.See file dsdata.txt to determine how the superseded data were derived.
 ME2798
 ME2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4755336959(NAD 83)
 ME2798_MARKER: 42 = RADIO/TV MAST
 ME2798
 ME2798  HISTORY     - Date     Condition        Report By
 ME2798  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2798  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2798  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2798
 ME2798                          STATION DESCRIPTION
 ME2798
 ME2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2798'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF TELEVISION
 ME2798'STATION WBBM-TV
 ME2798'LOCATED ON TOP OF THE AMERICAN NATIONAL BANK AND TRUST COMPANY
 ME2798'BUILDING AT THE SOUTHEAST CORNER OF
 ME2798'LA SALLE STREET AND WASHINGTON STREET IN THE DOWNTOWN
 ME2798'SECTION OF CHICAGO.  IT IS A THREE-LEGGED
 ME2798'STEEL STRUCTURE, 110 FEET HIGH AND PAINTED
 ME2798'IN ALTERNATE SECTIONS OF ORANGE AND WHITE ON TOP OF A 573
 ME2798'FOOT, GREY STONE BUILDING.  THE
 ME2798'OVER-ALL HEIGHT OF THE TOP OF THE MAST, OBTAINED FROM THE STATION
 ME2798'ENGINEER, IS 683 FEET.
 ME2798
 ME2798                          STATION RECOVERY (1987)
 ME2798
 ME2798'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2798'MARK NOT FOUND.
 ME2798
 ME2798                          STATION RECOVERY (1989)
 ME2798
 ME2798'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2654 ***********************************************************************
 ME2654  DESIGNATION -  CHICAGO TV STA WGN NEW MAST
 ME2654  PID         -  ME2654
 ME2654  STATE/COUNTY-  IL/COOK
 ME2654  USGS QUAD   -  JACKSON PARK (1993)
 ME2654
 ME2654                         *CURRENT SURVEY CONTROL
 ME2654  ___________________________________________________________________
 ME2654* NAD 83(1997)-  41 53 05.57429(N)    087 37 22.79761(W)     ADJUSTED  
 ME2654* NAVD 88     -                                                        
 ME2654  ___________________________________________________________________
 ME2654  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ME2654  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2654
 ME2654  HORZ ORDER  -  THIRD
 ME2654
 ME2654.The horizontal coordinates were established by classical geodetic methods
 ME2654.and adjusted by the National Geodetic Survey in October 1999..
 ME2654
 ME2654
 ME2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2654
 ME2654.The geoid height was determined by GEOID03.
 ME2654
 ME2654;                    North         East     Units Scale Factor Converg.
 ME2654;SPC IL E     -   579,560.497   358,956.359   MT  1.00001775   +0 28 27.3
 ME2654;SPC IL E     - 1,901,441.40  1,177,675.99   sFT  1.00001775   +0 28 27.3
 ME2654;UTM  16      - 4,637,182.524   448,311.675   MT  0.99963287   -0 24 57.4
 ME2654
 ME2654                          SUPERSEDED SURVEY CONTROL
 ME2654
 ME2654  NAD 83(1997)-  41 53 05.57449(N)    087 37 22.79802(W) AD(       ) 4
 ME2654  NAD 83(1997)-  41 53 05.57835(N)    087 37 22.80949(W) AD(       ) 4
 ME2654  NAD 83(1986)-  41 53 05.57918(N)    087 37 22.80844(W) AD(       ) 4
 ME2654  NAD 27      -  41 53 05.45857(N)    087 37 22.62122(W) AD(       ) 3
 ME2654
 ME2654.Superseded values are not recommended for survey control.
 ME2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2654.See file dsdata.txt to determine how the superseded data were derived.
 ME2654
 ME2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4831237183(NAD 83)
 ME2654_MARKER: 42 = RADIO/TV MAST
 ME2654
 ME2654  HISTORY     - Date     Condition        Report By
 ME2654  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2654  HISTORY     - 1959     GOOD             CGS
 ME2654  HISTORY     - 1970     GOOD             LOCSUR
 ME2654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2654
 ME2654                          STATION DESCRIPTION
 ME2654
 ME2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2654'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF TELEVISION
 ME2654'STATION WGN-TV
 ME2654'LOCATED ON THE EAST END OF THE TOP OF THE PRUDENTIAL BUILDING ON THE
 ME2654'NORTH SIDE OF EAST RANDOLPH STREET, ONE
 ME2654'BLOCK EAST OF NORTH MICHIGAN AVENUE.  IT IS A 74 FOOT MAST
 ME2654'PAINTED IN ALTERNATE SECTIONS ON TOP OF A 314 FOOT
 ME2654'ALUMINUM POLE ON TOP OF THE 542 FOOT
 ME2654'BUILDING.  THE OVER-ALL HEIGHT OF THE TOP OF THE MAST, OBTAINED FROM
 ME2654'THE STATION ENGINEER, IS 925 FEET.
 ME2654'
 ME2654'THIS MAST IS IN THE DOWNTOWN SECTION OF CHICAGO, ABOUT 1/2 MILE
 ME2654'NORTHWEST OF THE NAVY PIER.
 ME2654
 ME2654                          STATION RECOVERY (1959)
 ME2654
 ME2654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 ME2654'A PHONE CONVERSATION WITH THE BUILDING MANAGER REVEALED THAT THERE
 ME2654'HAD BEEN NO CHANGE IN
 ME2654'THE MAST SINCE 1956.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH
 ME2654'THE FOLLOWING EXCEPTION.  THE
 ME2654'LAST HALF OF THE LAST PARAGRAPH SHOULD READ,
 ME2654'ABOUT 1/2 MILE SOUTHWEST OF THE NAVY PIER.
 ME2654
 ME2654                          STATION RECOVERY (1970)
 ME2654
 ME2654'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (PK)
 ME2654'RECOVERED AS DESCRIBED IN DESCRIPTION AND RECOVERY NOTE.
 ME2654'RECOVERED BY PAUL KUBECKA.
 ME2654
 ME2654                          STATION RECOVERY (1987)
 ME2654
 ME2654'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2655 ***********************************************************************
 ME2655  DESIGNATION -  CHICAGO TV STA WGN OLD MAST
 ME2655  PID         -  ME2655
 ME2655  STATE/COUNTY-  IL/COOK
 ME2655  USGS QUAD   -  JACKSON PARK (1993)
 ME2655
 ME2655                         *CURRENT SURVEY CONTROL
 ME2655  ___________________________________________________________________
 ME2655* NAD 83(1997)-  41 53 25.36369(N)    087 37 25.22939(W)     ADJUSTED  
 ME2655* NAVD 88     -                                                        
 ME2655  ___________________________________________________________________
 ME2655  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 ME2655  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME2655
 ME2655  HORZ ORDER  -  THIRD
 ME2655
 ME2655.The horizontal coordinates were established by classical geodetic methods
 ME2655.and adjusted by the National Geodetic Survey in October 1999..
 ME2655
 ME2655
 ME2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2655
 ME2655.The geoid height was determined by GEOID03.
 ME2655
 ME2655;                    North         East     Units Scale Factor Converg.
 ME2655;SPC IL E     -   580,170.587   358,895.245   MT  1.00001767   +0 28 25.9
 ME2655;SPC IL E     - 1,903,443.00  1,177,475.48   sFT  1.00001767   +0 28 25.9
 ME2655;UTM  16      - 4,637,793.255   448,260.067   MT  0.99963294   -0 24 59.2
 ME2655
 ME2655                          SUPERSEDED SURVEY CONTROL
 ME2655
 ME2655  NAD 83(1997)-  41 53 25.36391(N)    087 37 25.22981(W) AD(       ) 4
 ME2655  NAD 83(1997)-  41 53 25.36824(N)    087 37 25.24171(W) AD(       ) 4
 ME2655  NAD 83(1986)-  41 53 25.36905(N)    087 37 25.24085(W) AD(       ) 4
 ME2655  NAD 27      -  41 53 25.24832(N)    087 37 25.05301(W) AD(       ) 3
 ME2655
 ME2655.Superseded values are not recommended for survey control.
 ME2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2655.See file dsdata.txt to determine how the superseded data were derived.
 ME2655
 ME2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4826037793(NAD 83)
 ME2655_MARKER: 42 = RADIO/TV MAST
 ME2655
 ME2655  HISTORY     - Date     Condition        Report By
 ME2655  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2655  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2655  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2655
 ME2655                          STATION DESCRIPTION
 ME2655
 ME2655'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2655'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF TELEVISION
 ME2655'STATION WGN-TV
 ME2655'LOCATED ON TOP OF THE TRIBUNE TOWER AT THE NORTHEAST CORNER OF NORTH
 ME2655'MICHIGAN AVENUE AND EAST HUBBARD
 ME2655'STREET IN DOWNTOWN CHICAGO.  IT IS A SELF-SUPPORTING
 ME2655'STEEL POLE 140 FEET HIGH, PAINTED IN ALTERNATE
 ME2655'SECTIONS OF ORANGE AND WHITE ON TOP OF
 ME2655'A GREY STONE BUILDING.  THE OVER-ALL HEIGHT OF THE TOP OF THE
 ME2655'POLE, OBTAINED FROM THE BUILDING
 ME2655'MANAGER, IS 610 FEET ABOVE THE GROUND.
 ME2655'
 ME2655'THIS MAST IS NOT IN USE AT THE PRESENT TIME BUT IS CLASSED AS
 ME2655'EMERGENCY EQUIPMENT FOR THE
 ME2655'TELEVISION STATION AND FOR RADIO STATION WGN-FM.
 ME2655
 ME2655                          STATION RECOVERY (1987)
 ME2655
 ME2655'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2655'MARK NOT FOUND.
 ME2655
 ME2655                          STATION RECOVERY (1989)
 ME2655
 ME2655'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2793 ***********************************************************************
 ME2793  DESIGNATION -  CHICAGO TV STA WNBQ MAST
 ME2793  PID         -  ME2793
 ME2793  STATE/COUNTY-  IL/COOK
 ME2793  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2793
 ME2793                         *CURRENT SURVEY CONTROL
 ME2793  ___________________________________________________________________
 ME2793* NAD 83(1997)-  41 52 57.68517(N)    087 38 14.30902(W)     ADJUSTED  
 ME2793* NAVD 88     -                                                        
 ME2793  ___________________________________________________________________
 ME2793  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 ME2793  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2793
 ME2793  HORZ ORDER  -  THIRD
 ME2793
 ME2793.The horizontal coordinates were established by classical geodetic methods
 ME2793.and adjusted by the National Geodetic Survey in October 1999..
 ME2793
 ME2793
 ME2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2793
 ME2793.The geoid height was determined by GEOID03.
 ME2793
 ME2793;                    North         East     Units Scale Factor Converg.
 ME2793;SPC IL E     -   579,307.366   357,770.730   MT  1.00001605   +0 27 52.9
 ME2793;SPC IL E     - 1,900,610.92  1,173,786.14   sFT  1.00001605   +0 27 52.9
 ME2793;UTM  16      - 4,636,947.934   447,122.712   MT  0.99963440   -0 25 31.7
 ME2793
 ME2793                          SUPERSEDED SURVEY CONTROL
 ME2793
 ME2793  NAD 83(1997)-  41 52 57.68537(N)    087 38 14.30944(W) AD(       ) 4
 ME2793  NAD 83(1997)-  41 52 57.68946(N)    087 38 14.32114(W) AD(       ) 4
 ME2793  NAD 83(1986)-  41 52 57.69055(N)    087 38 14.31819(W) AD(       ) 4
 ME2793  NAD 27      -  41 52 57.57048(N)    087 38 14.12911(W) AD(       ) 3
 ME2793
 ME2793.Superseded values are not recommended for survey control.
 ME2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2793.See file dsdata.txt to determine how the superseded data were derived.
 ME2793
 ME2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4712336948(NAD 83)
 ME2793_MARKER: 42 = RADIO/TV MAST
 ME2793
 ME2793  HISTORY     - Date     Condition        Report By
 ME2793  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2793  HISTORY     - 1965     GOOD             CGS
 ME2793  HISTORY     - 1987     GOOD             USPSQD
 ME2793  HISTORY     - 20040919 GOOD             USPSQD
 ME2793
 ME2793                          STATION DESCRIPTION
 ME2793
 ME2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2793'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF TELEVISION
 ME2793'STATION WNBQ TV
 ME2793'LOCATED ON THE NORTHEAST CORNER OF THE TOP OF THE CIVIC OPERA HOUSE
 ME2793'AT 20 WACKER DRIVE, CORNER OF
 ME2793'WACKER DRIVE AND WASHINGTON STREET IN DOWNTOWN CHICAGO.  THE
 ME2793'MAST IS A SINGLE, SELF-SUPPORTING STEEL POLE
 ME2793'188 FEET HIGH AND PAINTED IN ALTERNATE
 ME2793'SECTIONS OF ORANGE AND WHITE.  THE OVER-ALL HEIGHT TO THE TOP
 ME2793'OF THE POLE IS 744 FEET.
 ME2793
 ME2793                          STATION RECOVERY (1965)
 ME2793
 ME2793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 ME2793'THE STATION WAS RECOVERED AS DESCRIBED.
 ME2793
 ME2793                          STATION RECOVERY (1987)
 ME2793
 ME2793'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2793'RECOVERED IN GOOD CONDITION.
 ME2793
 ME2793                          STATION RECOVERY (2004)
 ME2793
 ME2793'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMD)
 ME2793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2800 ***********************************************************************
 ME2800  DESIGNATION -  CHICAGO TV STA WTTV MAST
 ME2800  PID         -  ME2800
 ME2800  STATE/COUNTY-  IL/COOK
 ME2800  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2800
 ME2800                         *CURRENT SURVEY CONTROL
 ME2800  ___________________________________________________________________
 ME2800* NAD 83(1997)-  41 52 47.14161(N)    087 37 53.58626(W)     ADJUSTED  
 ME2800* NAVD 88     -                                                        
 ME2800  ___________________________________________________________________
 ME2800  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 ME2800  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2800
 ME2800  HORZ ORDER  -  THIRD
 ME2800
 ME2800.The horizontal coordinates were established by classical geodetic methods
 ME2800.and adjusted by the National Geodetic Survey in October 1999..
 ME2800
 ME2800
 ME2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2800
 ME2800.The geoid height was determined by GEOID03.
 ME2800
 ME2800;                    North         East     Units Scale Factor Converg.
 ME2800;SPC IL E     -   578,985.961   358,251.173   MT  1.00001674   +0 28 06.6
 ME2800;SPC IL E     - 1,899,556.44  1,175,362.39   sFT  1.00001674   +0 28 06.6
 ME2800;UTM  16      - 4,636,619.230   447,597.922   MT  0.99963379   -0 25 17.8
 ME2800
 ME2800                          SUPERSEDED SURVEY CONTROL
 ME2800
 ME2800  NAD 83(1997)-  41 52 47.14181(N)    087 37 53.58666(W) AD(       ) 4
 ME2800  NAD 83(1997)-  41 52 47.14592(N)    087 37 53.59826(W) AD(       ) 4
 ME2800  NAD 83(1986)-  41 52 47.14667(N)    087 37 53.59731(W) AD(       ) 4
 ME2800  NAD 27      -  41 52 47.02624(N)    087 37 53.40922(W) AD(       ) 3
 ME2800
 ME2800.Superseded values are not recommended for survey control.
 ME2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2800.See file dsdata.txt to determine how the superseded data were derived.
 ME2800
 ME2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4759836619(NAD 83)
 ME2800_MARKER: 42 = RADIO/TV MAST
 ME2800
 ME2800  HISTORY     - Date     Condition        Report By
 ME2800  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2800  HISTORY     - 1987     GOOD             USPSQD
 ME2800  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2800
 ME2800                          STATION DESCRIPTION
 ME2800
 ME2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2800'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF TELEVISION
 ME2800'STATION WTTV-TV
 ME2800'LOCATED ON TOP OF THE FIELD BUILDING AT THE NORTHWEST CORNER OF EAST
 ME2800'ADAMS STREET AND SOUTH CLARK
 ME2800'STREET IN THE DOWNTOWN SECTION OF CHICAGO.  IT IS A SELF-SUPPORTING
 ME2800'STEEL POLE, 92 FEET HIGH AND PAINTED IN
 ME2800'ALTERNATE SECTIONS OF ORANGE AND
 ME2800'WHITE ON TOP OF A 525-FOOT GREY STONE BUILDING.  THE
 ME2800'OVER-ALL HEIGHT OF THE TOP OF THE
 ME2800'MAST, OBTAINED FROM THE STATION ENGINEER, IS 617 FEET.
 ME2800
 ME2800                          STATION RECOVERY (1987)
 ME2800
 ME2800'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2800'RECOVERED IN GOOD CONDITION.
 ME2800
 ME2800                          STATION RECOVERY (1989)
 ME2800
 ME2800'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2881 ***********************************************************************
 ME2881  DESIGNATION -  CHICAGO US STEEL TANK
 ME2881  PID         -  ME2881
 ME2881  STATE/COUNTY-  IL/COOK
 ME2881  USGS QUAD   -  LAKE CALUMET (1997)
 ME2881
 ME2881                         *CURRENT SURVEY CONTROL
 ME2881  ___________________________________________________________________
 ME2881* NAD 83(1997)-  41 38 45.74046(N)    087 33 00.47671(W)     ADJUSTED  
 ME2881* NAVD 88     -                                                        
 ME2881  ___________________________________________________________________
 ME2881  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ME2881  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2881
 ME2881  HORZ ORDER  -  THIRD
 ME2881
 ME2881.The horizontal coordinates were established by classical geodetic methods
 ME2881.and adjusted by the National Geodetic Survey in October 1999..
 ME2881
 ME2881
 ME2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2881
 ME2881.The geoid height was determined by GEOID03.
 ME2881
 ME2881;                    North         East     Units Scale Factor Converg.
 ME2881;SPC IL E     -   553,085.546   365,245.761   MT  1.00002737   +0 31 13.7
 ME2881;SPC IL E     - 1,814,581.50  1,198,310.47   sFT  1.00002737   +0 31 13.7
 ME2881;UTM  16      - 4,610,623.714   454,187.642   MT  0.99962583   -0 21 56.1
 ME2881
 ME2881                          SUPERSEDED SURVEY CONTROL
 ME2881
 ME2881  NAD 83(1997)-  41 38 45.74054(N)    087 33 00.47676(W) AD(       ) 4
 ME2881  NAD 83(1997)-  41 38 45.74569(N)    087 33 00.48450(W) AD(       ) 4
 ME2881  NAD 83(1986)-  41 38 45.74571(N)    087 33 00.48423(W) AD(       ) 4
 ME2881  NAD 27      -  41 38 45.61975(N)    087 33 00.33160(W) AD(       ) 3
 ME2881
 ME2881.Superseded values are not recommended for survey control.
 ME2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2881.See file dsdata.txt to determine how the superseded data were derived.
 ME2881
 ME2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5418810624(NAD 83)
 ME2881_MARKER: 51 = TANK
 ME2881
 ME2881  HISTORY     - Date     Condition        Report By
 ME2881  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2881
 ME2881                          STATION DESCRIPTION
 ME2881
 ME2881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2881'THE STATION IS THE APEX OF VENT OF THE CHICAGO UNITED STATES
 ME2881'STEEL SUPPLY DIVISION WATER TANK.  THE TANK IS A SINGULAR
 ME2881'COLUMN SPHEROID SHAPE, BLACK IN COLOR AND APPROXIMATELY 125
 ME2881'FEET IN HEIGHT.
 ME2881'
 ME2881'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, 0.5 MILE
 ME2881'SOUTHEAST OF THE INTERSECTION OF SOUTH TORRENCE AVENUE
 ME2881'AND EAST ONE-HUNDRED-THIRTY-FIFTH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2700 ***********************************************************************
 ME2700  DESIGNATION -  CHICAGO US TOBACCO CO TANK
 ME2700  PID         -  ME2700
 ME2700  STATE/COUNTY-  IL/COOK
 ME2700  USGS QUAD   -  ENGLEWOOD (1997)
 ME2700
 ME2700                         *CURRENT SURVEY CONTROL
 ME2700  ___________________________________________________________________
 ME2700* NAD 83(1997)-  41 52 09.32585(N)    087 44 00.87885(W)     ADJUSTED  
 ME2700* NAVD 88     -                                                        
 ME2700  ___________________________________________________________________
 ME2700  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 ME2700  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2700
 ME2700  HORZ ORDER  -  THIRD
 ME2700
 ME2700.The horizontal coordinates were established by classical geodetic methods
 ME2700.and adjusted by the National Geodetic Survey in October 1999..
 ME2700
 ME2700
 ME2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2700
 ME2700.The geoid height was determined by GEOID03.
 ME2700
 ME2700;                    North         East     Units Scale Factor Converg.
 ME2700;SPC IL E     -   577,755.039   349,790.673   MT  1.00000549   +0 24 01.1
 ME2700;SPC IL E     - 1,895,517.99  1,147,604.90   sFT  1.00000549   +0 24 01.1
 ME2700;UTM  16      - 4,635,520.283   439,122.472   MT  0.99964560   -0 29 22.7
 ME2700
 ME2700                          SUPERSEDED SURVEY CONTROL
 ME2700
 ME2700  NAD 83(1997)-  41 52 09.32599(N)    087 44 00.87927(W) AD(       ) 4
 ME2700  NAD 83(1997)-  41 52 09.32894(N)    087 44 00.89060(W) AD(       ) 4
 ME2700  NAD 83(1986)-  41 52 09.32980(N)    087 44 00.89000(W) AD(       ) 4
 ME2700  NAD 27      -  41 52 09.21335(N)    087 44 00.68893(W) AD(       ) 3
 ME2700
 ME2700.Superseded values are not recommended for survey control.
 ME2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2700.See file dsdata.txt to determine how the superseded data were derived.
 ME2700
 ME2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3912235520(NAD 83)
 ME2700_MARKER: 53 = ELEVATED TANK
 ME2700
 ME2700  HISTORY     - Date     Condition        Report By
 ME2700  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2700  HISTORY     - 1977     GOOD             NGS
 ME2700  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME2700  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME2700
 ME2700                          STATION DESCRIPTION
 ME2700
 ME2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2700'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME2700'THE UNITED STATES
 ME2700'TOBACCO COMPANY LOCATED AT THE SOUTHWEST SIDE OF THE PLANT AT THE
 ME2700'NORTHWEST CORNER OF THE INTERSECTION
 ME2700'OF KILDARE AVENUE AND TAYLOR STREET IN THE WEST
 ME2700'EDGE OF CHICAGO.  IT IS A STEEL TANK SUPPORTED BY A
 ME2700'FOUR-LEGGED STEEL STRUCTURE AND IS
 ME2700'PAINTED SILVER.  THE HEIGHT IS ABOUT 165 FEET.
 ME2700
 ME2700                          STATION RECOVERY (1977)
 ME2700
 ME2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2700'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN
 ME2700'AS, CHICAGO UNITED STATES TOBACCO CO. WATER TANK.
 ME2700'
 ME2700'THE STATION IS THE FINIAL OF THE SKOAL TOBACCO COMPANY WATER
 ME2700'TANK.  THE TANK IS CYLINDRICAL WITH A DOMED ROOF AND A
 ME2700'HEMISPHERICAL BOTTOM AND IS SUPPORTED BY 4 TUBULAR SHAPED LEGS
 ME2700'WHICH ARE PAINTED SILVER.  THE TANK IS PAINTED YELLOW AND HAS
 ME2700'WHITE LETTERING (SKOAL) AND RED LETTERING (COPENHAGEN) PAINTED
 ME2700'ON THE NORTH AND SOUTH FACE OF THE TANK.  IT HAS AN OVERALL
 ME2700'HEIGHT OF ABOUT 165 FEET.
 ME2700'
 ME2700'LOCATED IN THE SOUTHWEST SECTION OF CHICAGO IN THE NORTHWEST
 ME2700'ANGLE OF THE INTERSECTION OF SOUTH KILDARE AVENUE AND WEST
 ME2700'TAYLOR STREET AND AT THE SOUTH SIDE OF A 6 STORY BROWN BRICK
 ME2700'FACTORY BUILDING.
 ME2700
 ME2700                          STATION RECOVERY (1987)
 ME2700
 ME2700'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME2700'MARK NOT FOUND.
 ME2700
 ME2700                          STATION RECOVERY (1989)
 ME2700
 ME2700'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2892 ***********************************************************************
 ME2892  DESIGNATION -  CHICAGO VERSON PRESS CO TANK
 ME2892  PID         -  ME2892
 ME2892  STATE/COUNTY-  IL/COOK
 ME2892  USGS QUAD   -  LAKE CALUMET (1997)
 ME2892
 ME2892                         *CURRENT SURVEY CONTROL
 ME2892  ___________________________________________________________________
 ME2892* NAD 83(1997)-  41 43 25.78333(N)    087 35 20.56371(W)     ADJUSTED  
 ME2892* NAVD 88     -                                                        
 ME2892  ___________________________________________________________________
 ME2892  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 ME2892  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2892
 ME2892  HORZ ORDER  -  THIRD
 ME2892
 ME2892.The horizontal coordinates were established by classical geodetic methods
 ME2892.and adjusted by the National Geodetic Survey in October 1999..
 ME2892
 ME2892
 ME2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2892
 ME2892.The geoid height was determined by GEOID03.
 ME2892
 ME2892;                    North         East     Units Scale Factor Converg.
 ME2892;SPC IL E     -   561,696.578   361,929.384   MT  1.00002218   +0 29 43.3
 ME2892;SPC IL E     - 1,842,832.86  1,187,429.99   sFT  1.00002218   +0 29 43.3
 ME2892;UTM  16      - 4,619,281.600   451,006.189   MT  0.99962954   -0 23 31.3
 ME2892
 ME2892                          SUPERSEDED SURVEY CONTROL
 ME2892
 ME2892  NAD 83(1997)-  41 43 25.78349(N)    087 35 20.56390(W) AD(       ) 4
 ME2892  NAD 83(1997)-  41 43 25.78837(N)    087 35 20.57278(W) AD(       ) 4
 ME2892  NAD 83(1986)-  41 43 25.78861(N)    087 35 20.57227(W) AD(       ) 4
 ME2892  NAD 27      -  41 43 25.66297(N)    087 35 20.40587(W) AD(       ) 3
 ME2892
 ME2892.Superseded values are not recommended for survey control.
 ME2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2892.See file dsdata.txt to determine how the superseded data were derived.
 ME2892
 ME2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5100619282(NAD 83)
 ME2892_MARKER: 53 = ELEVATED TANK
 ME2892
 ME2892  HISTORY     - Date     Condition        Report By
 ME2892  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2892
 ME2892                          STATION DESCRIPTION
 ME2892
 ME2892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2892'THE STATION IS THE APEX OF VENT OF THE CHICAGO VERSON ALL STEEL
 ME2892'PRESS COMPANY WATER TANK.  THE TANK HAS A CYLINDRICAL BODY
 ME2892'WITH A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY
 ME2892'FOUR TUBULAR LEGS.  IT IS WHITE IN COLOR WITH THE NAME (VERSON)
 ME2892'IN BLACK LETTERS, AND IS APPROXIMATELY 120 FEET HIGH.
 ME2892'
 ME2892'LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE SOUTHEAST
 ME2892'ANGLE OF THE INTERSECTION OF SOUTH KENWOOD AVENUE AND EAST
 ME2892'NINETY-THIRD STREET, 0.2 MILE EAST OF THE INTERSECTION AND AT
 ME2892'THE SOUTHEAST CORNER OF THE PLANT COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2726 ***********************************************************************
 ME2726  DESIGNATION -  CHICAGO VISITATION CH SPIRE
 ME2726  PID         -  ME2726
 ME2726  STATE/COUNTY-  IL/COOK
 ME2726  USGS QUAD   -  ENGLEWOOD (1997)
 ME2726
 ME2726                         *CURRENT SURVEY CONTROL
 ME2726  ___________________________________________________________________
 ME2726* NAD 83(1997)-  41 47 37.51557(N)    087 38 50.56522(W)     ADJUSTED  
 ME2726* NAVD 88     -                                                        
 ME2726  ___________________________________________________________________
 ME2726  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 ME2726  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2726
 ME2726  HORZ ORDER  -  THIRD
 ME2726
 ME2726.The horizontal coordinates were established by classical geodetic methods
 ME2726.and adjusted by the National Geodetic Survey in October 1999..
 ME2726
 ME2726
 ME2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2726
 ME2726.The geoid height was determined by GEOID03.
 ME2726
 ME2726;                    North         East     Units Scale Factor Converg.
 ME2726;SPC IL E     -   569,422.668   357,013.697   MT  1.00001498   +0 27 25.8
 ME2726;SPC IL E     - 1,868,180.87  1,171,302.44   sFT  1.00001498   +0 27 25.8
 ME2726;UTM  16      - 4,627,079.935   446,212.683   MT  0.99963560   -0 25 53.2
 ME2726
 ME2726                          SUPERSEDED SURVEY CONTROL
 ME2726
 ME2726  NAD 83(1997)-  41 47 37.51574(N)    087 38 50.56554(W) AD(       ) 4
 ME2726  NAD 83(1997)-  41 47 37.51997(N)    087 38 50.57557(W) AD(       ) 4
 ME2726  NAD 83(1986)-  41 47 37.52047(N)    087 38 50.57492(W) AD(       ) 4
 ME2726  NAD 27      -  41 47 37.39911(N)    087 38 50.39265(W) AD(       ) 3
 ME2726
 ME2726.Superseded values are not recommended for survey control.
 ME2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2726.See file dsdata.txt to determine how the superseded data were derived.
 ME2726
 ME2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4621327080(NAD 83)
 ME2726_MARKER: 90 = CHURCH SPIRE
 ME2726
 ME2726  HISTORY     - Date     Condition        Report By
 ME2726  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2726
 ME2726                          STATION DESCRIPTION
 ME2726
 ME2726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2726'THE STATION IS THE BASE OF THE GREEN CROSS ATOP THE GREEN TILE
 ME2726'SPIRE SURMOUNTING THE GRAY BLOCK BELL TOWER OF THE VISITATION
 ME2726'CATHOLIC CHURCH AND HAS AN OVERALL HEIGHT OF ABOUT 145 FEET.
 ME2726'
 ME2726'LOCATED IN THE SOUTH CENTRAL SECTION OF CHICAGO IN THE
 ME2726'SOUTHEAST ANGLE OF THE INTERSECTION OF SOUTH PEORIA AND WEST
 ME2726'GARFIELD BOULEVARD, 50 FEET EAST OF THE CENTER OF SOUTH PEORIA
 ME2726'AND ON THE NORTHWEST CORNER OF THE CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3116 ***********************************************************************
 ME3116  DESIGNATION -  CHICAGO WABASH FIBER BOX CO TK
 ME3116  PID         -  ME3116
 ME3116  STATE/COUNTY-  IL/COOK
 ME3116  USGS QUAD   -  BERWYN (1993)
 ME3116
 ME3116                         *CURRENT SURVEY CONTROL
 ME3116  ___________________________________________________________________
 ME3116* NAD 83(1997)-  41 46 46.24630(N)    087 47 32.74239(W)     ADJUSTED  
 ME3116* NAVD 88     -                                                        
 ME3116  ___________________________________________________________________
 ME3116  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 ME3116  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME3116
 ME3116  HORZ ORDER  -  THIRD
 ME3116
 ME3116.The horizontal coordinates were established by classical geodetic methods
 ME3116.and adjusted by the National Geodetic Survey in October 1999..
 ME3116
 ME3116
 ME3116.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3116
 ME3116.The geoid height was determined by GEOID03.
 ME3116
 ME3116;                    North         East     Units Scale Factor Converg.
 ME3116;SPC IL E     -   567,754.887   344,967.705   MT  0.99999987   +0 21 37.4
 ME3116;SPC IL E     - 1,862,709.16  1,131,781.55   sFT  0.99999987   +0 21 37.4
 ME3116;UTM  16      - 4,625,599.684   434,146.659   MT  0.99965336   -0 31 40.8
 ME3116
 ME3116                          SUPERSEDED SURVEY CONTROL
 ME3116
 ME3116  NAD 83(1997)-  41 46 46.24640(N)    087 47 32.74276(W) AD(       ) 4
 ME3116  NAD 83(1997)-  41 46 46.24935(N)    087 47 32.75178(W) AD(       ) 4
 ME3116  NAD 83(1986)-  41 46 46.25000(N)    087 47 32.75135(W) AD(       ) 4
 ME3116  NAD 27      -  41 46 46.13520(N)    087 47 32.55072(W) AD(       ) 3
 ME3116
 ME3116.Superseded values are not recommended for survey control.
 ME3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3116.See file dsdata.txt to determine how the superseded data were derived.
 ME3116
 ME3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3414725600(NAD 83)
 ME3116_MARKER: 53 = ELEVATED TANK
 ME3116
 ME3116  HISTORY     - Date     Condition        Report By
 ME3116  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3116  HISTORY     - 1973     GOOD             NGS
 ME3116  HISTORY     - 1977     GOOD             NGS
 ME3116  HISTORY     - 1987     GOOD             USPSQD
 ME3116  HISTORY     - 1989     GOOD             USPSQD
 ME3116  HISTORY     - 1989     GOOD             USPSQD
 ME3116  HISTORY     - 19970901 GOOD             USPSQD
 ME3116
 ME3116                          STATION DESCRIPTION
 ME3116
 ME3116'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3116'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME3116'THE WABASH FIBER
 ME3116'BOX COMPANY LOCATED AT THE SOUTHEAST CORNER OF THE PLANT ABOUT 0.1
 ME3116'MILE NORTHWEST OF THE INTERSECTION
 ME3116'OF WEST 63RD STREET AND SOUTH OAK PARK AVENUE IN THE
 ME3116'SOUTHWEST EDGE OF CHICAGO.  IT IS A STEEL TANK
 ME3116'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 ME3116'AND IS PAINTED SILVER WITH THE NAME WABASH BOXES PAINTED ON THREE
 ME3116'SIDES IN BLACK LETTERS.  THE HEIGHT IS
 ME3116'ABOUT 135 FEET.
 ME3116
 ME3116                          STATION RECOVERY (1973)
 ME3116
 ME3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME3116'RECOVERED AS DESCRIBED EXCEPT IT IS NORTHWEST OF THE INTERSECTION OF
 ME3116'WEST 62ND STREET
 ME3116'AND SOUTH OAK PARK AVENUE INSTEAD OF THE INTERSECTION
 ME3116'OF WEST 63RD STREET AND SOUTH OAK
 ME3116'PARK AVENUE AS MENTIONED IN THE
 ME3116'ORIGINAL DESCRIPTION.
 ME3116'
 ME3116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - IN CHICAGO.
 ME3116
 ME3116                          STATION RECOVERY (1977)
 ME3116
 ME3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3116'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS CHICAGO
 ME3116'WABASH FIBER BO CO., WATER TANK.
 ME3116'
 ME3116'THE STATION IS THE APEX OF VENT OF THE CHICAGO FIBER BOX
 ME3116'COMPANY WATER TANK.  THE TANK HAS A CYLINDRICAL SHAPED BODY
 ME3116'WITH A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY
 ME3116'FOUR TUBULAR LEGS.  IT IS SILVER IN COLOR WITH THE NAME
 ME3116'(WABASH BOXES) IN BLACK ON THREE SIDES OF THE TANK, AND IS
 ME3116'APPROXIMATELY 135 FEET HIGH.
 ME3116'
 ME3116'LOCATED IN THE SOUTHWEST EDGE OF CHICAGO, IN THE NORTHWEST
 ME3116'ANGLE OF THE INTERSECTION OF WEST SIXTY-THIRD STREET AND SOUTH
 ME3116'OAK PARK, 0.1 MILE NORTHWEST OF THE INTERSECTION , AND AT THE
 ME3116'SOUTHEAST CORNER OF THE PLANT COMPLEX.
 ME3116
 ME3116                          STATION RECOVERY (1987)
 ME3116
 ME3116'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3116'RECOVERED IN GOOD CONDITION.
 ME3116
 ME3116                          STATION RECOVERY (1989)
 ME3116
 ME3116'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 ME3116'RECOVERED IN GOOD CONDITION.
 ME3116
 ME3116                          STATION RECOVERY (1989)
 ME3116
 ME3116'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3116'RECOVERED IN GOOD CONDITION.
 ME3116
 ME3116                          STATION RECOVERY (1997)
 ME3116
 ME3116'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3053 ***********************************************************************
 ME3053  DESIGNATION -  CHICAGO WEDC RAD TOWER
 ME3053  PID         -  ME3053
 ME3053  STATE/COUNTY-  IL/COOK
 ME3053  USGS QUAD   -  RIVER FOREST (1997)
 ME3053
 ME3053                         *CURRENT SURVEY CONTROL
 ME3053  ___________________________________________________________________
 ME3053* NAD 83(1997)-  41 58 53.09822(N)    087 46 20.06138(W)     ADJUSTED  
 ME3053* NAVD 88     -                                                        
 ME3053  ___________________________________________________________________
 ME3053  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 ME3053  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 ME3053
 ME3053  HORZ ORDER  -  THIRD
 ME3053
 ME3053.The horizontal coordinates were established by classical geodetic methods
 ME3053.and adjusted by the National Geodetic Survey in October 1999..
 ME3053
 ME3053
 ME3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3053
 ME3053.The geoid height was determined by GEOID03.
 ME3053
 ME3053;                    North         East     Units Scale Factor Converg.
 ME3053;SPC IL E     -   590,190.795   346,499.511   MT  1.00000160   +0 22 31.1
 ME3053;SPC IL E     - 1,936,317.63  1,136,807.15   sFT  1.00000160   +0 22 31.1
 ME3053;UTM  16      - 4,648,001.270   436,026.168   MT  0.99965036   -0 30 59.6
 ME3053
 ME3053                          SUPERSEDED SURVEY CONTROL
 ME3053
 ME3053  NAD 83(1997)-  41 58 53.09837(N)    087 46 20.06192(W) AD(       ) 4
 ME3053  NAD 83(1997)-  41 58 53.10038(N)    087 46 20.07607(W) AD(       ) 4
 ME3053  NAD 83(1986)-  41 58 53.10175(N)    087 46 20.07532(W) AD(       ) 4
 ME3053  NAD 27      -  41 58 52.98918(N)    087 46 19.85886(W) AD(       ) 3
 ME3053
 ME3053.Superseded values are not recommended for survey control.
 ME3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3053.See file dsdata.txt to determine how the superseded data were derived.
 ME3053
 ME3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3602648001(NAD 83)
 ME3053_MARKER: 43 = RADIO/TV TOWER
 ME3053
 ME3053  HISTORY     - Date     Condition        Report By
 ME3053  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3053  HISTORY     - 19961026 GOOD             USPSQD
 ME3053  HISTORY     - 19970909 GOOD             USPSQD
 ME3053
 ME3053                          STATION DESCRIPTION
 ME3053
 ME3053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3053'THE STATION IS THE LIGHT ON TOP AND IN THE CENTER OF THE
 ME3053'WEDC RADIO STATION, 5475 N. MILWAUKEE AVENUE THE TOWER IS
 ME3053'SKELETON STEEL TOWER SUPPORTED BY 3-TRUSS-WORK LEGS.  IT
 ME3053'IS RED AND WHITE IN COLOR AND APPROXIMATELY 230 FEET HIGH.
 ME3053'
 ME3053'LOCATED IN THE NORTHWEST SECTION OF CHICAGO IN THE NORTHWEST
 ME3053'ANGLE OF THE INTERSECTION OF MANGO AVENUE AND CATALPA AVENUE, 50
 ME3053'FEET OF THE CENTERLINE OF MANGO AVENUE AND 75 FEET NORTH OF THE
 ME3053'CENTERLINE OF CATALPA AVENUE.
 ME3053
 ME3053                          STATION RECOVERY (1996)
 ME3053
 ME3053'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3053'RECOVERED IN GOOD CONDITION.
 ME3053
 ME3053                          STATION RECOVERY (1997)
 ME3053
 ME3053'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3038 ***********************************************************************
 ME3038  DESIGNATION -  CHICAGO WXRT FM RAD TOWER
 ME3038  PID         -  ME3038
 ME3038  STATE/COUNTY-  IL/COOK
 ME3038  USGS QUAD   -  RIVER FOREST (1997)
 ME3038
 ME3038                         *CURRENT SURVEY CONTROL
 ME3038  ___________________________________________________________________
 ME3038* NAD 83(1997)-  41 56 18.67123(N)    087 45 03.94894(W)     ADJUSTED  
 ME3038* NAVD 88     -                                                        
 ME3038  ___________________________________________________________________
 ME3038  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 ME3038  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME3038
 ME3038  HORZ ORDER  -  THIRD
 ME3038
 ME3038.The horizontal coordinates were established by classical geodetic methods
 ME3038.and adjusted by the National Geodetic Survey in October 1999..
 ME3038
 ME3038
 ME3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3038
 ME3038.The geoid height was determined by GEOID03.
 ME3038
 ME3038;                    North         East     Units Scale Factor Converg.
 ME3038;SPC IL E     -   585,437.972   348,284.019   MT  1.00000368   +0 23 20.9
 ME3038;SPC IL E     - 1,920,724.41  1,142,661.82   sFT  1.00000368   +0 23 20.9
 ME3038;UTM  16      - 4,643,222.948   437,735.905   MT  0.99964770   -0 30 07.2
 ME3038
 ME3038                          SUPERSEDED SURVEY CONTROL
 ME3038
 ME3038  NAD 83(1997)-  41 56 18.67138(N)    087 45 03.94943(W) AD(       ) 4
 ME3038  NAD 83(1997)-  41 56 18.67380(N)    087 45 03.96251(W) AD(       ) 4
 ME3038  NAD 83(1986)-  41 56 18.67497(N)    087 45 03.96181(W) AD(       ) 4
 ME3038  NAD 27      -  41 56 18.56089(N)    087 45 03.75111(W) AD(       ) 3
 ME3038
 ME3038.Superseded values are not recommended for survey control.
 ME3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3038.See file dsdata.txt to determine how the superseded data were derived.
 ME3038
 ME3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3773643223(NAD 83)
 ME3038_MARKER: 43 = RADIO/TV TOWER
 ME3038
 ME3038  HISTORY     - Date     Condition        Report By
 ME3038  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3038
 ME3038                          STATION DESCRIPTION
 ME3038
 ME3038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3038'THE STATION IS THE LIGHT ON TOP AND IN THE CENTER OF THE
 ME3038'SKELETON STEEL TOWER OF WXRT-FM RADIO, 4949 WEST BELMONT
 ME3038'AVENUE.  IT IS SUPPORTED BY 3 TUBULAR, TRUSS-WORK LEGS AND IS
 ME3038'ORANGE AND WHITE IN COLOR AND APPROXIMATELY 530 FEET HIGH.
 ME3038'
 ME3038'LOCATED IN THE NORTH CENTRAL SECTION OF CHICAGO IN THE
 ME3038'SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH LAVERGNE AVENUE
 ME3038'AND WEST BELMONT AVENUE.  THE TOWER IS ATOP THE SOUTHEAST
 ME3038'CORNER OF THE BUILDING, 185 FEET EAST OF THE CENTERLINE OF
 ME3038'NORTH LAVERGNE AVENUE AND 90 FEET SOUTH OF THE CENTERLINE OF
 ME3038'WEST BELMONT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1902 ***********************************************************************
 LC1902  DESIGNATION -  CHILLICOTHE MUNICIPAL TANK
 LC1902  PID         -  LC1902
 LC1902  STATE/COUNTY-  IL/PEORIA
 LC1902  USGS QUAD   -  CHILLICOTHE (1972)
 LC1902
 LC1902                         *CURRENT SURVEY CONTROL
 LC1902  ___________________________________________________________________
 LC1902* NAD 83(1997)-  40 55 05.44169(N)    089 28 56.72292(W)     ADJUSTED  
 LC1902* NAVD 88     -                                                        
 LC1902  ___________________________________________________________________
 LC1902  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LC1902  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LC1902
 LC1902  HORZ ORDER  -  THIRD
 LC1902
 LC1902.The horizontal coordinates were established by classical geodetic methods
 LC1902.and adjusted by the National Geodetic Survey in October 1999..
 LC1902
 LC1902
 LC1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1902
 LC1902.The geoid height was determined by GEOID03.
 LC1902
 LC1902;                    North         East     Units Scale Factor Converg.
 LC1902;SPC IL W     -   472,164.923   757,636.905   MT  0.99998205   +0 26 53.4
 LC1902;SPC IL W     - 1,549,094.42  2,485,680.41   sFT  0.99998205   +0 26 53.4
 LC1902;UTM  16      - 4,532,641.246   290,957.041   MT  1.00013788   -1 37 35.5
 LC1902
 LC1902                          SUPERSEDED SURVEY CONTROL
 LC1902
 LC1902  NAD 83(1986)-  40 55 05.45193(N)    089 28 56.73042(W) AD(       ) 4
 LC1902  NAD 27      -  40 55 05.32000(N)    089 28 56.41000(W) AD(       ) 3
 LC1902
 LC1902.Superseded values are not recommended for survey control.
 LC1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1902.See file dsdata.txt to determine how the superseded data were derived.
 LC1902
 LC1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9095732641(NAD 83)
 LC1902_MARKER: 53 = ELEVATED TANK
 LC1902
 LC1902  HISTORY     - Date     Condition        Report By
 LC1902  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1902  HISTORY     - 1971     GOOD             USGS
 LC1902  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC1902
 LC1902                          STATION DESCRIPTION
 LC1902
 LC1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1902'THE POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 LC1902'TANK OF CHILLICOTHE.  THE TANK IS A STEEL STRUCTURE PAINTED
 LC1902'ALUMINUM AND IS APPROXIMATELY 135 FEET HIGH.  IT IS LOCATED
 LC1902'IN THE CENTRAL PART OF TOWN.
 LC1902'
 LC1902'OBSERVED UPON FROM TRIANGULATION STATIONS.  PEORIA HEIGHTS
 LC1902'(I.R.S.), MOSSVILLE (I.R.S.).
 LC1902'
 LC1902'AN INTERSECTION STATION.
 LC1902
 LC1902                          STATION RECOVERY (1971)
 LC1902
 LC1902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JRR)
 LC1902'TANK REMOVED.
 LC1902
 LC1902                          STATION RECOVERY (1998)
 LC1902
 LC1902'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0046 ***********************************************************************
 HB0046  DESIGNATION -  CHIS SQ 355.81 USGS
 HB0046  PID         -  HB0046
 HB0046  STATE/COUNTY-  IL/GALLATIN
 HB0046  USGS QUAD   -  EQUALITY (1996)
 HB0046
 HB0046                         *CURRENT SURVEY CONTROL
 HB0046  ___________________________________________________________________
 HB0046* NAD 83(1986)-  37 43 56.     (N)    088 20 13.     (W)     SCALED    
 HB0046* NAVD 88     -       108.897  (meters)     357.27   (feet)  ADJUSTED  
 HB0046  ___________________________________________________________________
 HB0046  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HB0046  DYNAMIC HT  -         108.822 (meters)     357.03  (feet)  COMP
 HB0046  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 HB0046
 HB0046  VERT ORDER  -  FIRST     CLASS II
 HB0046
 HB0046.The horizontal coordinates were scaled from a topographic map and have
 HB0046.an estimated accuracy of +/- 6 seconds.
 HB0046
 HB0046.The orthometric height was determined by differential leveling
 HB0046.and adjusted by the National Geodetic Survey in June 1991..
 HB0046
 HB0046.The geoid height was determined by GEOID03.
 HB0046
 HB0046.The dynamic height is computed by dividing the NAVD 88
 HB0046.geopotential number by the normal gravity value computed on the
 HB0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0046.degrees latitude (g = 980.6199 gals.).
 HB0046
 HB0046.The modeled gravity was interpolated from observed gravity values.
 HB0046
 HB0046;                    North         East    Units  Estimated Accuracy
 HB0046;SPC IL E     -   118,250.      299,680.      MT  (+/- 180 meters Scaled)
 HB0046
 HB0046                          SUPERSEDED SURVEY CONTROL
 HB0046
 HB0046  NGVD 29 (??/??/??)  108.998  (m)          357.60   (f) ADJUSTED    1 2
 HB0046
 HB0046.Superseded values are not recommended for survey control.
 HB0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0046.See file dsdata.txt to determine how the superseded data were derived.
 HB0046
 HB0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG821769(NAD 83)
 HB0046_MARKER: Q = CHISELED SQUARE
 HB0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0046_SP_SET: BRIDGE
 HB0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0046
 HB0046  HISTORY     - Date     Condition        Report By
 HB0046  HISTORY     - UNK      MONUMENTED       USGS
 HB0046  HISTORY     - 1949     GOOD             CGS
 HB0046
 HB0046                          STATION DESCRIPTION
 HB0046
 HB0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0046'8.3 MI SE FROM ELDORADO.
 HB0046'ABOUT 8.3 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HB0046'RAILROAD FROM THE UNION STATION AT ELDORADO, AT EQUALITY, IN
 HB0046'THE SOUTHEAST PART OF TOWN, ALONG A GRAVEL ROAD, 164 FEET
 HB0046'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF
 HB0046'THE NORTHEAST STONE WING WALL OF A STEEL BRIDGE OVER SALINE
 HB0046'RIVER, 11.5 FEET NORTH OF THE NORTH END OF THE EAST UPRIGHT
 HB0046'BEAM, 9.8 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT
 HB0046'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0270 ***********************************************************************
 LD0270  DESIGNATION -  CHISELED SQUARE
 LD0270  PID         -  LD0270
 LD0270  STATE/COUNTY-  IL/MASON
 LD0270  USGS QUAD   -  HAVANA (1947)
 LD0270
 LD0270                         *CURRENT SURVEY CONTROL
 LD0270  ___________________________________________________________________
 LD0270* NAD 83(1986)-  40 18 02.     (N)    090 03 37.     (W)     SCALED    
 LD0270* NAVD 88     -       144.329  (meters)     473.52   (feet)  ADJUSTED  
 LD0270  ___________________________________________________________________
 LD0270  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0270  DYNAMIC HT  -         144.257 (meters)     473.28  (feet)  COMP
 LD0270  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 LD0270
 LD0270  VERT ORDER  -  FIRST     CLASS II
 LD0270
 LD0270.The horizontal coordinates were scaled from a topographic map and have
 LD0270.an estimated accuracy of +/- 6 seconds.
 LD0270
 LD0270.The orthometric height was determined by differential leveling
 LD0270.and adjusted by the National Geodetic Survey in June 1991..
 LD0270
 LD0270.The geoid height was determined by GEOID03.
 LD0270
 LD0270.The dynamic height is computed by dividing the NAVD 88
 LD0270.geopotential number by the normal gravity value computed on the
 LD0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0270.degrees latitude (g = 980.6199 gals.).
 LD0270
 LD0270.The modeled gravity was interpolated from observed gravity values.
 LD0270
 LD0270;                    North         East    Units  Estimated Accuracy
 LD0270;SPC IL W     -   403,360.      709,040.      MT  (+/- 180 meters Scaled)
 LD0270
 LD0270                          SUPERSEDED SURVEY CONTROL
 LD0270
 LD0270  NGVD 29 (??/??/??)  144.52   (m)          474.1    (f) RESET       3  
 LD0270
 LD0270.Superseded values are not recommended for survey control.
 LD0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0270.See file dsdata.txt to determine how the superseded data were derived.
 LD0270
 LD0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE498652(NAD 83)
 LD0270_MARKER: Q = CHISELED SQUARE
 LD0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0270_SP_SET: STEP
 LD0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LD0270+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 LD0270
 LD0270  HISTORY     - Date     Condition        Report By
 LD0270  HISTORY     - UNK      MONUMENTED       IL5360
 LD0270  HISTORY     - 1961     GOOD             NGS
 LD0270  HISTORY     - 20050614 GOOD             HANPRO
 LD0270
 LD0270                          STATION DESCRIPTION
 LD0270
 LD0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0270'AT HAVANA.
 LD0270'AT HAVANA, MASON COUNTY, IN PUBLIC SQUARE, AT COUNTY OFFICE
 LD0270'BUILDING, AT CENTER OF WEST SIDE OF CONCRETE LANDING AT TOP OF
 LD0270'STEPS AT ENTRANCE TO COUNTY CLERKS OFFICE NEAR SW CORNER OF
 LD0270'BUILDING.  NOTE-- THIS MARK WAS SET TO REPLACE P.B.M. 39 (USE).
 LD0270
 LD0270                          STATION RECOVERY (2005)
 LD0270
 LD0270'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (JAR)
 LD0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0126 ***********************************************************************
 JB0126  DESIGNATION -  CHISELED SQUARE 1
 JB0126  PID         -  JB0126
 JB0126  STATE/COUNTY-  IL/RICHLAND
 JB0126  USGS QUAD   -  OLNEY (1971)
 JB0126
 JB0126                         *CURRENT SURVEY CONTROL
 JB0126  ___________________________________________________________________
 JB0126* NAD 83(1986)-  38 43 40.     (N)    088 05 11.     (W)     SCALED    
 JB0126* NAVD 88     -       146.71   (+/-2cm)     481.3    (feet)  VERTCON   
 JB0126  ___________________________________________________________________
 JB0126  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB0126
 JB0126  VERT ORDER  -  ? (See Below)
 JB0126
 JB0126.The horizontal coordinates were scaled from a topographic map and have
 JB0126.an estimated accuracy of +/- 6 seconds.
 JB0126
 JB0126.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB0126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB0126.The vertical order pertains to the NGVD 29 superseded value.
 JB0126
 JB0126.The geoid height was determined by GEOID03.
 JB0126
 JB0126;                    North         East    Units  Estimated Accuracy
 JB0126;SPC IL E     -   228,790.      321,470.      MT  (+/- 180 meters Scaled)
 JB0126
 JB0126                          SUPERSEDED SURVEY CONTROL
 JB0126
 JB0126  NGVD 29 (??/??/92)  146.804  (m)          481.64   (f) ADJ UNCH    ?  
 JB0126
 JB0126.Superseded values are not recommended for survey control.
 JB0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0126.See file dsdata.txt to determine how the superseded data were derived.
 JB0126
 JB0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH055871(NAD 83)
 JB0126_MARKER: Q = CHISELED SQUARE
 JB0126_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JB0126+WITH SETTING: PAVEMENT
 JB0126_SP_SET: STEP BANNISTER
 JB0126_MARK LOGO: NONE  
 JB0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0126+STABILITY: SURFACE MOTION
 JB0126
 JB0126  HISTORY     - Date     Condition        Report By
 JB0126  HISTORY     - UNK      MONUMENTED       CGS
 JB0126  HISTORY     - 1938     GOOD             NGS
 JB0126  HISTORY     - 1986     GOOD             NGS
 JB0126
 JB0126                          STATION DESCRIPTION
 JB0126
 JB0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JB0126'AT OLNEY.
 JB0126'AT OLNEY, RICHLAND COUNTY, AT CENTRAL GRAMMAR SCHOOL, ON THE TOP
 JB0126'OF THE NORTH BUTTRESS OF THE NORTHEAST ENTRANCE, AND 2 FEET
 JB0126'ABOVE GROUND.  A 2-INCH CHISELED SQUARE.
 JB0126
 JB0126                          STATION RECOVERY (1986)
 JB0126
 JB0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1465 ***********************************************************************
 JB1465  DESIGNATION -  CHOCTAW
 JB1465  PID         -  JB1465
 JB1465  STATE/COUNTY-  IL/ST CLAIR
 JB1465  USGS QUAD   -  LEBANON (1991)
 JB1465
 JB1465                         *CURRENT SURVEY CONTROL
 JB1465  ___________________________________________________________________
 JB1465* NAD 83(1997)-  38 33 15.82293(N)    089 48 09.22968(W)     ADJUSTED  
 JB1465* NAVD 88     -       135.280  (meters)     443.83   (feet)  ADJUSTED  
 JB1465  ___________________________________________________________________
 JB1465  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 JB1465  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1465  DYNAMIC HT  -         135.195 (meters)     443.55  (feet)  COMP
 JB1465  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 JB1465
 JB1465  HORZ ORDER  -  SECOND
 JB1465  VERT ORDER  -  SECOND    CLASS 0
 JB1465
 JB1465.The horizontal coordinates were established by classical geodetic methods
 JB1465.and adjusted by the National Geodetic Survey in October 1999..
 JB1465
 JB1465.The orthometric height was determined by differential leveling
 JB1465.and adjusted by the National Geodetic Survey in June 1991..
 JB1465
 JB1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1465
 JB1465.The geoid height was determined by GEOID03.
 JB1465
 JB1465.The dynamic height is computed by dividing the NAVD 88
 JB1465.geopotential number by the normal gravity value computed on the
 JB1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1465.degrees latitude (g = 980.6199 gals.).
 JB1465
 JB1465.The modeled gravity was interpolated from observed gravity values.
 JB1465
 JB1465;                    North         East     Units Scale Factor Converg.
 JB1465;SPC IL W     -   209,567.909   731,735.980   MT  0.99995357   +0 13 37.0
 JB1465;SPC IL W     -   687,557.38  2,400,703.79   sFT  0.99995357   +0 13 37.0
 JB1465;UTM  16      - 4,271,053.479   255,784.352   MT  1.00033453   -1 44 51.3
 JB1465
 JB1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1465!SPC IL W     -   0.99998357  x   0.99995357  =   0.99993714
 JB1465!UTM  16      -   0.99998357  x   1.00033453  =   1.00031810
 JB1465
 JB1465|---------------------------------------------------------------------|
 JB1465| PID    Reference Object                     Distance      Geod. Az  |
 JB1465|                                                           dddmmss.s |
 JB1465| JB1466 CHOCTAW RM 1                         23.860 METERS 09046     |
 JB1465| JB1467 CHOCTAW AZ MK                                      0922611.8 |
 JB1465| JB1974 SCOTT AFB EAST WATER TANK           APPROX. 3.6 KM 2431811.3 |
 JB1465| JB1464 CHOCTAW RM 2                         25.535 METERS 27052     |
 JB1465|---------------------------------------------------------------------|
 JB1465
 JB1465                          SUPERSEDED SURVEY CONTROL
 JB1465
 JB1465  NAD 83(1986)-  38 33 15.83927(N)    089 48 09.22435(W) AD(       ) 2
 JB1465  NAD 27      -  38 33 15.66443(N)    089 48 08.87072(W) AD(       ) 2
 JB1465  NGVD 29 (??/??/92)  135.394  (m)          444.21   (f) ADJ UNCH    2 0
 JB1465
 JB1465.Superseded values are not recommended for survey control.
 JB1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1465.See file dsdata.txt to determine how the superseded data were derived.
 JB1465
 JB1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5578471053(NAD 83)
 JB1465_MARKER: DE = TRAVERSE STATION DISK
 JB1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1465_STAMPING: CHOCTAW 1961
 JB1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1465+STABILITY: SURFACE MOTION
 JB1465
 JB1465  HISTORY     - Date     Condition        Report By
 JB1465  HISTORY     - 1961     MONUMENTED       CGS
 JB1465  HISTORY     - 1961     GOOD             CGS
 JB1465
 JB1465                          STATION DESCRIPTION
 JB1465
 JB1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1465'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF LEBANON, 4 MILES
 JB1465'NORTH OF MASCOUTAH,
 JB1465'0.25 MILE EAST OF STATE HIGHWAY 43 AND ON THE NORTH
 JB1465'RIGHT-OF-WAY.
 JB1465'
 JB1465'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE
 JB1465'HIGHWAY 43 ABOUT 0.75 MILE
 JB1465'SOUTH OF LEBANON, GO SOUTH ON STATE HIGHWAY 43 FOR
 JB1465'3.0 MILES TO A SIDE ROAD LEFT,
 JB1465'TURN LEFT AND GO EAST FOR 0.25 MILE TO
 JB1465'A LARGE TRIANGULAR BLAZED TREE ON THE RIGHT AND
 JB1465'THE STATION ON THE
 JB1465'NORTH SIDE OF ROAD.
 JB1465'
 JB1465'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.35 MILE TO
 JB1465'THE MARK ON THE SOUTH SIDE OF ROAD.
 JB1465'
 JB1465'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12-INCH SQUARE
 JB1465'CONCRETE POST WHICH IS
 JB1465'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB1465'CHOCTAW 1961.  THE MARK IS 80
 JB1465'FEET WEST OF A POWER POLE, 64 FEET
 JB1465'NORTHWEST OF A TRIANGLE BLAZED TREE, 30 FEET
 JB1465'NORTH OF THE CENTER OF
 JB1465'ROAD, 22 FEET SOUTH OF A FENCE AND 3.2 FEET WEST OF A WITNESS POST.
 JB1465'
 JB1465'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB1465'SQUARE CONCRETE POST
 JB1465'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JB1465'STAMPED CHOCTAW NO 1 1961.  THE
 JB1465'MARK IS 83 FEET NORTHEAST OF A
 JB1465'TRIANGLE BLAZED TREE, 75.1 FEET EAST OF A WITNESS
 JB1465'POST, 29 FEET NORTH
 JB1465'OF THE CENTER OF ROAD AND 3 FEET SOUTHWEST OF A POWER POLE.
 JB1465'
 JB1465'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB1465'SQUARE CONCRETE POST
 JB1465'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JB1465'STAMPED CHOCTAW NO 2 1961.  THE
 JB1465'MARK IS 87 FEET WEST OF A WITNESS
 JB1465'POST, 29 FEET NORTH OF THE CENTER OF A ROAD, AND
 JB1465'22 FEET SOUTH OF A FENCE.
 JB1465'
 JB1465'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH SQUARE
 JB1465'CONCRETE POST WHICH IS
 JB1465'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB1465'CHOCTAW 1961.  THE MARK IS 33
 JB1465'FEET SOUTH OF THE CENTER OF ROAD, 1.7
 JB1465'FEET WEST-NORTHWEST OF A RIGHT-OF-WAY MARKER AND
 JB1465'1.5 FEET NORTH OF A
 JB1465'WITNESS POST.
 JB1465
 JB1465                          STATION RECOVERY (1961)
 JB1465
 JB1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1465'3.1 MI SE FROM LEBANON.
 JB1465'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE CROSSING
 JB1465'OF THE BALTIMORE AND OHIO RAIL ROAD IN THE SOUTH PART OF LEBANON,
 JB1465'THENCE 0.3 MILES EAST ALONG AN ASPHALT ROAD, AT A FENCE CORNER
 JB1465'NORTH OF THE ROAD, ABOUT 0.05 MILES WEST OF PRIVATE DRIVES NORTH
 JB1465'AND SOUTH OF THE ROAD, 29.5 FEET NORTH OF THE CENTER LINE OF THE
 JB1465'ROAD, 22.5 FEET SOUTH OF THE FENCE, 39 FEET SOUTHWEST OF THE
 JB1465'FENCE CORNER, 79.5 FEET WEST OF A POWER POLE WHICH IS THE
 JB1465'SECOND POLE WEST OF THE DRIVES, 64 FEET NORTH-NORTHWEST AND
 JB1465'ACROSS THE ROAD FROM A THIRTYSIX INCH TRIANGLE BLAZED OAK TREE,
 JB1465'3.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 JB1465'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB1465'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1467 ***********************************************************************
 JB1467  DESIGNATION -  CHOCTAW AZ MK
 JB1467  PID         -  JB1467
 JB1467  STATE/COUNTY-  IL/ST CLAIR
 JB1467  USGS QUAD   -  LEBANON (1991)
 JB1467
 JB1467                         *CURRENT SURVEY CONTROL
 JB1467  ___________________________________________________________________
 JB1467* NAD 83(1986)-  38 33 15.     (N)    089 47 45.     (W)     SCALED    
 JB1467* NAVD 88     -       133.605  (meters)     438.34   (feet)  ADJUSTED  
 JB1467  ___________________________________________________________________
 JB1467  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JB1467  DYNAMIC HT  -         133.522 (meters)     438.06  (feet)  COMP
 JB1467  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 JB1467
 JB1467  VERT ORDER  -  SECOND    CLASS 0
 JB1467
 JB1467.The horizontal coordinates were scaled from a topographic map and have
 JB1467.an estimated accuracy of +/- 6 seconds.
 JB1467
 JB1467.The orthometric height was determined by differential leveling
 JB1467.and adjusted by the National Geodetic Survey in June 1991..
 JB1467
 JB1467.The geoid height was determined by GEOID03.
 JB1467
 JB1467.The dynamic height is computed by dividing the NAVD 88
 JB1467.geopotential number by the normal gravity value computed on the
 JB1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1467.degrees latitude (g = 980.6199 gals.).
 JB1467
 JB1467.The modeled gravity was interpolated from observed gravity values.
 JB1467
 JB1467;                    North         East    Units  Estimated Accuracy
 JB1467;SPC IL W     -   209,550.      732,320.      MT  (+/- 180 meters Scaled)
 JB1467
 JB1467                          SUPERSEDED SURVEY CONTROL
 JB1467
 JB1467  NGVD 29 (??/??/92)  133.720  (m)          438.71   (f) ADJ UNCH    2 0
 JB1467
 JB1467.Superseded values are not recommended for survey control.
 JB1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1467.See file dsdata.txt to determine how the superseded data were derived.
 JB1467
 JB1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH563710(NAD 83)
 JB1467_MARKER: DZ = AZIMUTH MARK DISK
 JB1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1467_STAMPING: CHOCTAW 1961
 JB1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1467+STABILITY: SURFACE MOTION
 JB1467
 JB1467  HISTORY     - Date     Condition        Report By
 JB1467  HISTORY     - 1961     MONUMENTED       CGS
 JB1467
 JB1467                          STATION DESCRIPTION
 JB1467
 JB1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1467'3.4 MI SE FROM LEBANON.
 JB1467'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE CROSSING
 JB1467'OF THE BALTIMORE AND OHIO RAILROAD IN THE SOUTH PART OF LEBANON,
 JB1467'THENCE 0.6 MILE EAST ALONG AN ASPHALT PAVED ROAD, NEAR A FENCE
 JB1467'CORNER NORTH OF THE ROAD, 134 FEET SOUTHEAST AND ACROSS THE
 JB1467'ROAD FROM THE FENCE CORNER, 31 FEET SOUTH OF THE CENTER LINE
 JB1467'OF THE ROAD, 166 FEET WEST OF THE WEST END OF THE SOUTH HEADWALL
 JB1467'OF A CORRUGATED PIPE CULVERT, 1.5 FEET NORTHWEST OF A CONCRETE
 JB1467'R.O.W. MARKER, 1.6 FEET NORTH OF A METAL WITNESS POST, AND SET
 JB1467'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1466 ***********************************************************************
 JB1466  DESIGNATION -  CHOCTAW RM 1
 JB1466  PID         -  JB1466
 JB1466  STATE/COUNTY-  IL/ST CLAIR
 JB1466  USGS QUAD   -  LEBANON (1991)
 JB1466
 JB1466                         *CURRENT SURVEY CONTROL
 JB1466  ___________________________________________________________________
 JB1466* NAD 83(1986)-  38 33 15.     (N)    089 48 08.     (W)     SCALED    
 JB1466* NAVD 88     -       135.324  (meters)     443.98   (feet)  ADJUSTED  
 JB1466  ___________________________________________________________________
 JB1466  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1466  DYNAMIC HT  -         135.239 (meters)     443.70  (feet)  COMP
 JB1466  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 JB1466
 JB1466  VERT ORDER  -  SECOND    CLASS 0
 JB1466
 JB1466.The horizontal coordinates were scaled from a topographic map and have
 JB1466.an estimated accuracy of +/- 6 seconds.
 JB1466
 JB1466.The orthometric height was determined by differential leveling
 JB1466.and adjusted by the National Geodetic Survey in June 1991..
 JB1466
 JB1466.The geoid height was determined by GEOID03.
 JB1466
 JB1466.The dynamic height is computed by dividing the NAVD 88
 JB1466.geopotential number by the normal gravity value computed on the
 JB1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1466.degrees latitude (g = 980.6199 gals.).
 JB1466
 JB1466.The modeled gravity was interpolated from observed gravity values.
 JB1466
 JB1466;                    North         East    Units  Estimated Accuracy
 JB1466;SPC IL W     -   209,540.      731,770.      MT  (+/- 180 meters Scaled)
 JB1466
 JB1466                          SUPERSEDED SURVEY CONTROL
 JB1466
 JB1466  NGVD 29 (??/??/92)  135.439  (m)          444.35   (f) ADJ UNCH    2 0
 JB1466
 JB1466.Superseded values are not recommended for survey control.
 JB1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1466.See file dsdata.txt to determine how the superseded data were derived.
 JB1466
 JB1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH558710(NAD 83)
 JB1466_MARKER: DR = REFERENCE MARK DISK
 JB1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1466_STAMPING: CHOCTAW NO 1 1961
 JB1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1466+STABILITY: SURFACE MOTION
 JB1466
 JB1466  HISTORY     - Date     Condition        Report By
 JB1466  HISTORY     - 1961     MONUMENTED       CGS
 JB1466  HISTORY     - 19870820 POOR             USPSQD
 JB1466
 JB1466                          STATION DESCRIPTION
 JB1466
 JB1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1466'3.1 MI SE FROM LEBANON.
 JB1466'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE CROSSING
 JB1466'OF THE BALTIMORE AND OHIO RAIL ROAD IN THE SOUTH PART OF LEBANON,
 JB1466'THENCE 0.3 MILES EAST ALONG AN ASPHALT ROAD, AT A FENCE CORNER
 JB1466'NORTH OF THE ROAD, ABOUT 0.05 MILES WEST OF PRIVATE DRIVES NORTH
 JB1466'AND SOUTH OF THE ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE
 JB1466'ROAD, 52 FEET SOUTHEAST OF THE FENCE CORNER, 2.5 FEET SOUTHWEST
 JB1466'OF THE SECOND POWER POLE WEST OF THE DRIVES, 82.5 FEET NORTHEAST
 JB1466'AND ACROSS THE ROAD FROM A THIRTYSIX INCH TRIANGLE BLAZED OAK
 JB1466'TREE, 78.2 FEET EAST OF TRAVERSE STATION CHOCTAW, 75.1 FEET EAST
 JB1466'OF A METAL WITNESS POST, ABOUT 0.5 FEET BELOW THE LEVEL OF THE
 JB1466'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB1466
 JB1466                          STATION RECOVERY (1987)
 JB1466
 JB1466'RECOVERY NOTE BY US POWER SQUADRON 1987 (DNB)
 JB1466'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1464 ***********************************************************************
 JB1464  DESIGNATION -  CHOCTAW RM 2
 JB1464  PID         -  JB1464
 JB1464  STATE/COUNTY-  IL/ST CLAIR
 JB1464  USGS QUAD   -  LEBANON (1991)
 JB1464
 JB1464                         *CURRENT SURVEY CONTROL
 JB1464  ___________________________________________________________________
 JB1464* NAD 83(1986)-  38 33 15.     (N)    089 48 08.     (W)     SCALED    
 JB1464* NAVD 88     -       135.364  (meters)     444.11   (feet)  ADJUSTED  
 JB1464  ___________________________________________________________________
 JB1464  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1464  DYNAMIC HT  -         135.279 (meters)     443.83  (feet)  COMP
 JB1464  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 JB1464
 JB1464  VERT ORDER  -  SECOND    CLASS 0
 JB1464
 JB1464.The horizontal coordinates were scaled from a topographic map and have
 JB1464.an estimated accuracy of +/- 6 seconds.
 JB1464
 JB1464.The orthometric height was determined by differential leveling
 JB1464.and adjusted by the National Geodetic Survey in June 1991..
 JB1464
 JB1464.The geoid height was determined by GEOID03.
 JB1464
 JB1464.The dynamic height is computed by dividing the NAVD 88
 JB1464.geopotential number by the normal gravity value computed on the
 JB1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1464.degrees latitude (g = 980.6199 gals.).
 JB1464
 JB1464.The modeled gravity was interpolated from observed gravity values.
 JB1464
 JB1464;                    North         East    Units  Estimated Accuracy
 JB1464;SPC IL W     -   209,540.      731,770.      MT  (+/- 180 meters Scaled)
 JB1464
 JB1464                          SUPERSEDED SURVEY CONTROL
 JB1464
 JB1464  NGVD 29 (??/??/92)  135.478  (m)          444.48   (f) ADJ UNCH    2 0
 JB1464
 JB1464.Superseded values are not recommended for survey control.
 JB1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1464.See file dsdata.txt to determine how the superseded data were derived.
 JB1464
 JB1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH558710(NAD 83)
 JB1464_MARKER: DR = REFERENCE MARK DISK
 JB1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1464_STAMPING: CHOCTAW NO 2 1961
 JB1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1464+STABILITY: SURFACE MOTION
 JB1464
 JB1464  HISTORY     - Date     Condition        Report By
 JB1464  HISTORY     - 1961     MONUMENTED       CGS
 JB1464  HISTORY     - 19870820 POOR             USPSQD
 JB1464
 JB1464                          STATION DESCRIPTION
 JB1464
 JB1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1464'3.1 MI SE FROM LEBANON.
 JB1464'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE CROSSING
 JB1464'OF THE BALTIMORE AND OHIO RAIL ROAD IN THE SOUTH PART OF LEBANON,
 JB1464'THENCE 0.3 MILES EAST ALONG AN ASPHALT ROAD, AT A FENCE CORNER
 JB1464'NORTH OF THE ROAD, ABOUT 0.05 MILES WEST OF PRIVATE DRIVES
 JB1464'NORTH AND SOUTH OF THE ROAD, 30 FEET NORTH OF THE CENTER LINE
 JB1464'OF THE ROAD, 22 FEET SOUTH OF THE FENCE, 117.5 FEET WEST-SOUTHWEST
 JB1464'OF THE FENCE CORNER, 121.5 FEET NORTHWEST AND ACROSS THE ROAD
 JB1464'FROM A THIRTYSIX INCH TRIANGLE BLAZED OAK TREE, 83.7 FEET WEST
 JB1464'OF TRAVERSE STATION CHOCTAW, 86.9 FEET WEST OF A METAL WITNESS
 JB1464'POST, ABOUT 0.5 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE
 JB1464'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB1464
 JB1464                          STATION RECOVERY (1987)
 JB1464
 JB1464'RECOVERY NOTE BY US POWER SQUADRON 1987 (DNB)
 JB1464'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1422 ***********************************************************************
 NH1422  DESIGNATION -  CHRISTIAN
 NH1422  PID         -  NH1422
 NH1422  STATE/COUNTY-  IL/WINNEBAGO
 NH1422  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1422
 NH1422                         *CURRENT SURVEY CONTROL
 NH1422  ___________________________________________________________________
 NH1422* NAD 83(1997)-  42 21 33.64124(N)    089 03 43.40389(W)     ADJUSTED  
 NH1422* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 NH1422  ___________________________________________________________________
 NH1422  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 NH1422  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NH1422
 NH1422  HORZ ORDER  -  SECOND
 NH1422
 NH1422.The horizontal coordinates were established by classical geodetic methods
 NH1422.and adjusted by the National Geodetic Survey in October 1999..
 NH1422
 NH1422.The orthometric height was scaled from a topographic map.
 NH1422
 NH1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1422
 NH1422.The geoid height was determined by GEOID03.
 NH1422
 NH1422;                    North         East     Units Scale Factor Converg.
 NH1422;SPC IL W     -   632,586.145   790,996.259   MT  1.00004302   +0 44 39.5
 NH1422;SPC IL W     - 2,075,409.71  2,595,126.89   sFT  1.00004302   +0 44 39.5
 NH1422;SPC IL E     -   632,273.706   239,966.941   MT  1.00001933   -0 29 27.6
 NH1422;SPC IL E     - 2,074,384.65    787,291.54   sFT  1.00001933   -0 29 27.6
 NH1422;SPC WI S     -    40,355.819   677,276.399   MT  1.00009636   +0 38 40.1
 NH1422;SPC WI S     -   132,400.72  2,222,030.99   sFT  1.00009636   +0 38 40.1
 NH1422;UTM  16      - 4,691,734.501   330,186.110   MT  0.99995481   -1 23 22.9
 NH1422
 NH1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1422!SPC IL W     -   0.99997091  x   1.00004302  =   1.00001393
 NH1422!SPC IL E     -   0.99997091  x   1.00001933  =   0.99999024
 NH1422!SPC WI S     -   0.99997091  x   1.00009636  =   1.00006727
 NH1422!UTM  16      -   0.99997091  x   0.99995481  =   0.99992572
 NH1422
 NH1422|---------------------------------------------------------------------|
 NH1422| PID    Reference Object                     Distance      Geod. Az  |
 NH1422|                                                           dddmmss.s |
 NH1422| NH1433 CHAMPAIGN                           229.358 METERS 02358     |
 NH1422| NH1429 CLARK                               APPROX. 1.1 KM 2175601.7 |
 NH1422| CI8375 CHRISTIAN RM                         19.470 METERS 28248     |
 NH1422|---------------------------------------------------------------------|
 NH1422
 NH1422                          SUPERSEDED SURVEY CONTROL
 NH1422
 NH1422  NAD 83(1997)-  42 21 33.64119(N)    089 03 43.40448(W) AD(       ) 2
 NH1422  NAD 83(1997)-  42 21 33.63753(N)    089 03 43.40414(W) AD(       ) 2
 NH1422  NAD 83(1986)-  42 21 33.63495(N)    089 03 43.40434(W) AD(       ) 2
 NH1422  NAD 27      -  42 21 33.57030(N)    089 03 43.01370(W) AD(       ) 2
 NH1422
 NH1422.Superseded values are not recommended for survey control.
 NH1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1422.See file dsdata.txt to determine how the superseded data were derived.
 NH1422
 NH1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3018691735(NAD 83)
 NH1422_MARKER: N = NAIL
 NH1422_SETTING: 0 = UNSPECIFIED SETTING
 NH1422
 NH1422  HISTORY     - Date     Condition        Report By
 NH1422  HISTORY     - 1920     MONUMENTED       CGS
 NH1422  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1422
 NH1422                          STATION DESCRIPTION
 NH1422
 NH1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1422'STATION IS ABOUT 7/8 MILE S OF LATHAM PARK, ON THE E SIDE OF
 NH1422'THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 1 YARD S
 NH1422'OF A WAGON-ROAD CROSSING, 160 YARDS N OF THE STATION 1 MILE
 NH1422'SIGN, AND 3.30 METERS (10.83 FEET) E OF THE E AND NEAREST RAIL.
 NH1422'THE STATION AND REFERENCE MARKS ARE STAKES 2 BY 4 INCHES IN
 NH1422'SIZE, EACH WITH A NAIL IN THE TOP AND A CROSS FILED ON THE NAIL.
 NH1422'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE TRACK NEAR
 NH1422'THE FENCE LINE, 19.47 METERS (63.88 FEET) FROM THE STATION
 NH1422'N 77 DEG 12 MIN W.
 NH1422
 NH1422                          STATION RECOVERY (1997)
 NH1422
 NH1422'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1645 ***********************************************************************
 HB1645  DESIGNATION -  CHRISTOPHER MUNICIPAL TANK
 HB1645  PID         -  HB1645
 HB1645  STATE/COUNTY-  IL/FRANKLIN
 HB1645  USGS QUAD   -  CHRISTOPHER (1976)
 HB1645
 HB1645                         *CURRENT SURVEY CONTROL
 HB1645  ___________________________________________________________________
 HB1645* NAD 83(1997)-  37 58 33.57717(N)    089 03 24.48367(W)     ADJUSTED  
 HB1645* NAVD 88     -                                                        
 HB1645  ___________________________________________________________________
 HB1645  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 HB1645  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HB1645
 HB1645  HORZ ORDER  -  THIRD
 HB1645
 HB1645.The horizontal coordinates were established by classical geodetic methods
 HB1645.and adjusted by the National Geodetic Survey in October 1999..
 HB1645
 HB1645
 HB1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1645
 HB1645.The geoid height was determined by GEOID03.
 HB1645
 HB1645;                    North         East     Units Scale Factor Converg.
 HB1645;SPC IL E     -   145,557.248   236,436.519   MT  1.00002474   -0 26 42.7
 HB1645;SPC IL E     -   477,549.07    775,708.81   sFT  1.00002474   -0 26 42.7
 HB1645;UTM  16      - 4,205,147.157   319,350.002   MT  1.00000195   -1 15 57.4
 HB1645
 HB1645                          SUPERSEDED SURVEY CONTROL
 HB1645
 HB1645  NAD 83(1997)-  37 58 33.58855(N)    089 03 24.48371(W) AD(       ) 4
 HB1645  NAD 83(1986)-  37 58 33.59022(N)    089 03 24.48505(W) AD(       ) 4
 HB1645  NAD 27      -  37 58 33.41020(N)    089 03 24.21444(W) AD(       ) 3
 HB1645
 HB1645.Superseded values are not recommended for survey control.
 HB1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1645.See file dsdata.txt to determine how the superseded data were derived.
 HB1645
 HB1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1935005147(NAD 83)
 HB1645_MARKER: 51 = TANK
 HB1645
 HB1645  HISTORY     - Date     Condition        Report By
 HB1645  HISTORY     - 1961     FIRST OBSERVED   CGS
 HB1645
 HB1645                          STATION DESCRIPTION
 HB1645
 HB1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1645'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK, LOCATED ABOUT
 HB1645'0.5 MILE NORTHWEST OF THE BUSINESS DISTRICT OF
 HB1645'CHRISTOPHER AND IN THE NORTHWEST CORNER OF THE CITY PARK. IT IS A 4
 HB1645'LEGGED STEEL STRUCTURE PAINTED SILVER WITH THE
 HB1645'LEGEND CHRISTOPHER PAINTED IN BLACK ON THE WEST SIDE OF THE TANK.
 HB1645'THE TANK IS OWNED AND OPERATED BY THE CITY OF
 HB1645'CHRISTOPHER. THE OVERALL HEIGHT IS ABOUT 75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1233 ***********************************************************************
 MF1233  DESIGNATION -  CHURCH 56 D CO
 MF1233  PID         -  MF1233
 MF1233  STATE/COUNTY-  IL/KANE
 MF1233  USGS QUAD   -  AURORA NORTH (1993)
 MF1233
 MF1233                         *CURRENT SURVEY CONTROL
 MF1233  ___________________________________________________________________
 MF1233* NAD 83(1986)-  41 48 46.     (N)    088 17 02.     (W)     SCALED    
 MF1233* NAVD 88     -       230.024  (meters)     754.67   (feet)  ADJUSTED  
 MF1233  ___________________________________________________________________
 MF1233  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1233  DYNAMIC HT  -         229.945 (meters)     754.41  (feet)  COMP
 MF1233  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 MF1233
 MF1233  VERT ORDER  -  THIRD
 MF1233
 MF1233.The horizontal coordinates were scaled from a topographic map and have
 MF1233.an estimated accuracy of +/- 6 seconds.
 MF1233
 MF1233.The orthometric height was determined by differential leveling
 MF1233.and adjusted by the National Geodetic Survey in June 1991..
 MF1233
 MF1233.The geoid height was determined by GEOID03.
 MF1233
 MF1233.The dynamic height is computed by dividing the NAVD 88
 MF1233.geopotential number by the normal gravity value computed on the
 MF1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1233.degrees latitude (g = 980.6199 gals.).
 MF1233
 MF1233.The modeled gravity was interpolated from observed gravity values.
 MF1233
 MF1233;                    North         East    Units  Estimated Accuracy
 MF1233;SPC IL E     -   571,310.      304,110.      MT  (+/- 180 meters Scaled)
 MF1233
 MF1233                          SUPERSEDED SURVEY CONTROL
 MF1233
 MF1233.No superseded survey control is available for this station.
 MF1233
 MF1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM933297(NAD 83)
 MF1233_MARKER: DB = BENCH MARK DISK
 MF1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1233_SP_SET: STREETLIGHT BASE
 MF1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1233
 MF1233  HISTORY     - Date     Condition        Report By
 MF1233  HISTORY     - 1982     MONUMENTED       MARCHE
 MF1233  HISTORY     - 19980506 GOOD             USPSQD
 MF1233
 MF1233                          STATION DESCRIPTION
 MF1233
 MF1233'DESCRIBED BY MARCHESE AND SONS 1982
 MF1233'2.25 MI EAST FROM NORTH AURORA.
 MF1233'2.25 MILES EAST OF NORTH AURORA AND ON THE NORTH SIDE OF STATE HIGHWAY
 MF1233'56, AT THE T-INTERSECTION WITH CHURCH ROAD, 0.25 MILE WEST OF THE
 MF1233'INTERSECTION OF STATE HIGHWAY 56 WITH KIRK ROAD, ALSO KNOWN AS
 MF1233'FARNSWORTH AVENUE, 17.7 FEET NORTH OF THE EDGE OF PAVEMENT, IN TOP OF
 MF1233'CONCRETE BASE AT THE WEST SIDE OF STREETLIGHT.
 MF1233
 MF1233                          STATION RECOVERY (1998)
 MF1233
 MF1233'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0577 ***********************************************************************
 NH0577  DESIGNATION -  CHURCH RESET
 NH0577  PID         -  NH0577
 NH0577  STATE/COUNTY-  IL/WINNEBAGO
 NH0577  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0577
 NH0577                         *CURRENT SURVEY CONTROL
 NH0577  ___________________________________________________________________
 NH0577* NAD 83(1997)-  42 16 57.64521(N)    089 05 06.82326(W)     ADJUSTED  
 NH0577* NAVD 88     -       221.322  (meters)     726.12   (feet)  ADJUSTED  
 NH0577  ___________________________________________________________________
 NH0577  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NH0577  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0577  DYNAMIC HT  -         221.251 (meters)     725.89  (feet)  COMP
 NH0577  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 NH0577
 NH0577  HORZ ORDER  -  SECOND
 NH0577  VERT ORDER  -  FIRST     CLASS II
 NH0577
 NH0577.The horizontal coordinates were established by classical geodetic methods
 NH0577.and adjusted by the National Geodetic Survey in October 1999..
 NH0577
 NH0577.The orthometric height was determined by differential leveling
 NH0577.and adjusted by the National Geodetic Survey in June 1991..
 NH0577
 NH0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0577
 NH0577.The geoid height was determined by GEOID03.
 NH0577
 NH0577.The dynamic height is computed by dividing the NAVD 88
 NH0577.geopotential number by the normal gravity value computed on the
 NH0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0577.degrees latitude (g = 980.6199 gals.).
 NH0577
 NH0577.The modeled gravity was interpolated from observed gravity values.
 NH0577
 NH0577;                    North         East     Units Scale Factor Converg.
 NH0577;SPC IL W     -   624,045.988   789,195.585   MT  1.00003903   +0 43 39.5
 NH0577;SPC IL W     - 2,047,390.88  2,589,219.18   sFT  1.00003903   +0 43 39.5
 NH0577;UTM  16      - 4,683,267.953   328,069.080   MT  0.99996372   -1 24 11.7
 NH0577
 NH0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0577!SPC IL W     -   0.99997052  x   1.00003903  =   1.00000955
 NH0577!UTM  16      -   0.99997052  x   0.99996372  =   0.99993424
 NH0577
 NH0577|---------------------------------------------------------------------|
 NH0577| PID    Reference Object                     Distance      Geod. Az  |
 NH0577|                                                           dddmmss.s |
 NH0577| NH0875 JOHN                                119.449 METERS 12402     |
 NH0577| NH0877 PARK                                APPROX. 0.9 KM 2201519.5 |
 NH0577|---------------------------------------------------------------------|
 NH0577
 NH0577                          SUPERSEDED SURVEY CONTROL
 NH0577
 NH0577  NAD 83(1997)-  42 16 57.64566(N)    089 05 06.82428(W) AD(       ) 2
 NH0577  NAD 83(1997)-  42 16 57.64504(N)    089 05 06.82353(W) AD(       ) 2
 NH0577  NAD 83(1986)-  42 16 57.64523(N)    089 05 06.82306(W) AD(       ) 2
 NH0577  NGVD 29 (??/??/92)  221.379  (m)          726.31   (f) ADJ UNCH    1 2
 NH0577
 NH0577.Superseded values are not recommended for survey control.
 NH0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0577.See file dsdata.txt to determine how the superseded data were derived.
 NH0577
 NH0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2806983268(NAD 83)
 NH0577_MARKER: DS = TRIANGULATION STATION DISK
 NH0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0577_SP_SET: SIDEWALK
 NH0577_STAMPING: CHURCH 1920
 NH0577_PROJECTION: FLUSH
 NH0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0577
 NH0577  HISTORY     - Date     Condition        Report By
 NH0577  HISTORY     - 1930     MONUMENTED       IL9450
 NH0577  HISTORY     - 1954     MARK NOT FOUND   CGS
 NH0577  HISTORY     - 1960     GOOD             NGS
 NH0577  HISTORY     - 1960     GOOD             CGS
 NH0577  HISTORY     - 1987     GOOD             USPSQD
 NH0577
 NH0577                          STATION DESCRIPTION
 NH0577
 NH0577'DESCRIBED BY CITY OF WINNEBAGO ILLINOIS 1930
 NH0577'DUE TO THE RECONSTRUCTION OF THE PAVEMENT ON NORTH CHURCH ST.,
 NH0577'IT BECAME NECESSARY TO REMOVE THE STATION MARK.  AFTER THE
 NH0577'CONSTRUCTION WORK WAS FINISHED THE STATION MARK WAS REPLACED
 NH0577'AND SET IN CONCRETE IN ITS EXACT FORMER POSITION FROM FOUR
 NH0577'REFERENCES.  THE MARK NOW REPOSES IN THE GUTTER LINE OF THE
 NH0577'NEW CONCRETE PAVEMENT.  MARK STAMPED CHURCH 1920.
 NH0577'
 NH0577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROCKFORD
 NH0577
 NH0577                          STATION RECOVERY (1954)
 NH0577
 NH0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0577'THE 1920 DESCRIPTION PLACES THIS STATION WHERE A NEW SECTION OF
 NH0577'SIDEWALK HAS BEEN CONSTRUCTED, AND STATION COULD NOT BE RECOVERED.
 NH0577
 NH0577                          STATION RECOVERY (1960)
 NH0577
 NH0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0577'AT ROCKFORD.
 NH0577'AT ROCKFORD, AT THE SOUTHWEST CORNER OF INTERSECTION OF NORTH CHURCH
 NH0577'AND JOHN STREETS, IN S-14, R-1E, T-44N, 2 1/2 FEET WEST-NORTHWEST
 NH0577'OF PROLONGED WEST-NORTHWEST CURB LINE OF NORTH CHURCH STREET,
 NH0577'6 1/2 FEET SOUTH-SOUTHWEST OF PROLONGED SOUTH-SOUTHWEST CURB LINE
 NH0577'OF JOHN STREET, IN TOP OF CONCRETE PAVEMENT OF STREET AT OUTSIDE
 NH0577'OF CURVED CORNER OF CURB, ABOUT LEVEL WITH THE STREET, AND
 NH0577'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE SIDEWALK.
 NH0577
 NH0577                          STATION RECOVERY (1960)
 NH0577
 NH0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SD)
 NH0577'STATION FOUND IN GOOD CONDITION.  LOCATED AT THE SW CORNER OF
 NH0577'INETERSECTION OF NO. CHURCH AND JOHN STREETS, IN SEC. 14 R1E T44N,
 NH0577'2-1/2 FEET WNW OF PROLONGED WNW CURB LINE OF NO. CHURCH STREET,
 NH0577'6-1/2 FEET SSW OF PRLONGED SSW CURB LINE OF JOHN STREET, IN
 NH0577'TOP OF CONCRETE PAVEMENT OF STREET AT OUTSIDE OF CURVED CORNER
 NH0577'OF CURB, ABOUT LEVEL WITH THE STREET, AND ABOUT 1/2 FOOT BELOW
 NH0577'THE LEVEL OF THE SIDEWALK.
 NH0577'
 NH0577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROCKFORD
 NH0577
 NH0577                          STATION RECOVERY (1987)
 NH0577
 NH0577'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1991 ***********************************************************************
 JB1991  DESIGNATION -  CHURCH SPIRE EAST BELLEVILLE
 JB1991  PID         -  JB1991
 JB1991  STATE/COUNTY-  IL/ST CLAIR
 JB1991  USGS QUAD   -  O'FALLON (1991)
 JB1991
 JB1991                         *CURRENT SURVEY CONTROL
 JB1991  ___________________________________________________________________
 JB1991* NAD 83(1997)-  38 30 38.12706(N)    089 59 17.17968(W)     ADJUSTED  
 JB1991* NAVD 88     -                                                        
 JB1991  ___________________________________________________________________
 JB1991  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 JB1991  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1991
 JB1991  HORZ ORDER  -  THIRD
 JB1991
 JB1991.The horizontal coordinates were established by classical geodetic methods
 JB1991.and adjusted by the National Geodetic Survey in October 1999..
 JB1991
 JB1991
 JB1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1991
 JB1991.The geoid height was determined by GEOID03.
 JB1991
 JB1991;                    North         East     Units Scale Factor Converg.
 JB1991;SPC IL W     -   204,657.879   715,573.196   MT  0.99994416   +0 06 40.3
 JB1991;SPC IL W     -   671,448.39  2,347,676.39   sFT  0.99994416   +0 06 40.3
 JB1991;UTM  16      - 4,266,701.109   239,454.931   MT  1.00043606   -1 51 41.8
 JB1991;UTM  15      - 4,266,768.812   762,619.765   MT  1.00044943   +1 52 35.2
 JB1991
 JB1991                          SUPERSEDED SURVEY CONTROL
 JB1991
 JB1991  NAD 83(1986)-  38 30 38.14405(N)    089 59 17.17458(W) AD(       ) 4
 JB1991  NAD 27      -  38 30 37.96000(N)    089 59 16.80000(W) AD(       ) 3
 JB1991
 JB1991.Superseded values are not recommended for survey control.
 JB1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1991.See file dsdata.txt to determine how the superseded data were derived.
 JB1991
 JB1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH3945566701(NAD 83)
 JB1991_MARKER: 90 = CHURCH SPIRE
 JB1991
 JB1991  HISTORY     - Date     Condition        Report By
 JB1991  HISTORY     - 1930     FIRST OBSERVED   CGS
 JB1991
 JB1991                          STATION DESCRIPTION
 JB1991
 JB1991'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3113 ***********************************************************************
 ME3113  DESIGNATION -  CICERO CECO STEEL PROD CORP TK
 ME3113  PID         -  ME3113
 ME3113  STATE/COUNTY-  IL/COOK
 ME3113  USGS QUAD   -  BERWYN (1993)
 ME3113
 ME3113                         *CURRENT SURVEY CONTROL
 ME3113  ___________________________________________________________________
 ME3113* NAD 83(1997)-  41 50 32.45333(N)    087 45 54.33204(W)     ADJUSTED  
 ME3113* NAVD 88     -                                                        
 ME3113  ___________________________________________________________________
 ME3113  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 ME3113  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME3113
 ME3113  HORZ ORDER  -  THIRD
 ME3113
 ME3113.The horizontal coordinates were established by classical geodetic methods
 ME3113.and adjusted by the National Geodetic Survey in October 1999..
 ME3113
 ME3113
 ME3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3113
 ME3113.The geoid height was determined by GEOID03.
 ME3113
 ME3113;                    North         East     Units Scale Factor Converg.
 ME3113;SPC IL E     -   574,748.498   347,194.142   MT  1.00000240   +0 22 44.7
 ME3113;SPC IL E     - 1,885,654.03  1,139,086.11   sFT  1.00000240   +0 22 44.7
 ME3113;UTM  16      - 4,632,555.480   436,480.511   MT  0.99964965   -0 30 37.4
 ME3113
 ME3113                          SUPERSEDED SURVEY CONTROL
 ME3113
 ME3113  NAD 83(1997)-  41 50 32.45345(N)    087 45 54.33244(W) AD(       ) 4
 ME3113  NAD 83(1997)-  41 50 32.45616(N)    087 45 54.34295(W) AD(       ) 4
 ME3113  NAD 83(1986)-  41 50 32.45695(N)    087 45 54.34246(W) AD(       ) 4
 ME3113  NAD 27      -  41 50 32.34151(N)    087 45 54.13980(W) AD(       ) 3
 ME3113
 ME3113.Superseded values are not recommended for survey control.
 ME3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3113.See file dsdata.txt to determine how the superseded data were derived.
 ME3113
 ME3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3648132555(NAD 83)
 ME3113_MARKER: 53 = ELEVATED TANK
 ME3113
 ME3113  HISTORY     - Date     Condition        Report By
 ME3113  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3113  HISTORY     - 1971     GOOD             LOCSUR
 ME3113  HISTORY     - 1977     GOOD             NGS
 ME3113  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME3113  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME3113
 ME3113                          STATION DESCRIPTION
 ME3113
 ME3113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3113'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3113'CECO STEEL
 ME3113'PRODUCTS CORPORATION LOCATED AT 26TH STREET AND CENTRAL AVENUE IN THE
 ME3113'SOUTH-CENTRAL SECTION OF CICERO.  IT IS A
 ME3113'STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 ME3113'AND IS PAINTED BLACK WITH THE NAME CECO
 ME3113'PAINTED ON FOUR SIDES IN WHITE LETTERS.  THE
 ME3113'HEIGHT IS ABOUT 120 FEET.
 ME3113
 ME3113                          STATION RECOVERY (1971)
 ME3113
 ME3113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (PK)
 ME3113'RECOVERED AS DESCRIBED BY PAUL KUBECKA.
 ME3113
 ME3113                          STATION RECOVERY (1977)
 ME3113
 ME3113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3113'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME3113'CICERO, CECO, STEEL PRODUCT CORP., WATER TANK.
 ME3113'
 ME3113'THE STATION IS THE FINIAL OF THE CICERO CECO STEEL PRODUCTS
 ME3113'CORPORATION WATER TANK.  THE CYLINDRICAL TANK HAS A DOMED TOP
 ME3113'AND A HEMISPHERICAL BOTTOM, PAINTED BLACK WITH WHITE LETTERING
 ME3113'(CECO) ON THE NORTH AND SOUTH SIDES OF THE TANK AND IS
 ME3113'SUPPORTED BY FOUR TUBULAR METAL LEGS.  THE OVERALL HEIGHT IS
 ME3113'ABOUT 120 FEET.
 ME3113'
 ME3113'LOCATED IN THE SOUTH CENTRAL SECTION OF CICERO, 0.1 MILE
 ME3113'SOUTHWEST OF THE INTERSECTION OF WEST TWENTY-SIXTH STREET AND
 ME3113'CENTRAL AVENUE.
 ME3113
 ME3113                          STATION RECOVERY (1987)
 ME3113
 ME3113'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3113'MARK NOT FOUND.
 ME3113
 ME3113                          STATION RECOVERY (1988)
 ME3113
 ME3113'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 ME3113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3138 ***********************************************************************
 ME3138  DESIGNATION -  CICERO DANLY TANK
 ME3138  PID         -  ME3138
 ME3138  STATE/COUNTY-  IL/COOK
 ME3138  USGS QUAD   -  BERWYN (1993)
 ME3138
 ME3138                         *CURRENT SURVEY CONTROL
 ME3138  ___________________________________________________________________
 ME3138* NAD 83(1997)-  41 51 12.03554(N)    087 45 35.71460(W)     ADJUSTED  
 ME3138* NAVD 88     -                                                        
 ME3138  ___________________________________________________________________
 ME3138  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME3138  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME3138
 ME3138  HORZ ORDER  -  THIRD
 ME3138
 ME3138.The horizontal coordinates were established by classical geodetic methods
 ME3138.and adjusted by the National Geodetic Survey in October 1999..
 ME3138
 ME3138
 ME3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3138
 ME3138.The geoid height was determined by GEOID03.
 ME3138
 ME3138;                    North         East     Units Scale Factor Converg.
 ME3138;SPC IL E     -   575,972.554   347,615.499   MT  1.00000289   +0 22 57.4
 ME3138;SPC IL E     - 1,889,669.95  1,140,468.52   sFT  1.00000289   +0 22 57.4
 ME3138;UTM  16      - 4,633,772.417   436,920.665   MT  0.99964896   -0 30 25.4
 ME3138
 ME3138                          SUPERSEDED SURVEY CONTROL
 ME3138
 ME3138  NAD 83(1997)-  41 51 12.03566(N)    087 45 35.71501(W) AD(       ) 4
 ME3138  NAD 83(1997)-  41 51 12.03831(N)    087 45 35.72583(W) AD(       ) 4
 ME3138  NAD 83(1986)-  41 51 12.03917(N)    087 45 35.72529(W) AD(       ) 4
 ME3138  NAD 27      -  41 51 11.92417(N)    087 45 35.52262(W) AD(       ) 3
 ME3138
 ME3138.Superseded values are not recommended for survey control.
 ME3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3138.See file dsdata.txt to determine how the superseded data were derived.
 ME3138
 ME3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3692133772(NAD 83)
 ME3138_MARKER: 53 = ELEVATED TANK
 ME3138
 ME3138  HISTORY     - Date     Condition        Report By
 ME3138  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3138
 ME3138                          STATION DESCRIPTION
 ME3138
 ME3138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3138'THE STATION IS THE APEX OF THE VENT OF THE DANLY MACHINE
 ME3138'CORPORATION WATER TANK WHICH IS PAINTED SILVER AND HAS THE
 ME3138'LETTERING (DANLY) PAINTED IN BLACK ON THE SOUTH FACE OF THE
 ME3138'TANK.  THE TANK HAS A DOMED ROOF AND A HEMISPHERICAL BOTTOM, IS
 ME3138'SUPPORTED BY FOUR TUBULAR LEGS AND HAS AN OVERALL HEIGHT OF
 ME3138'ABOUT 120 FEET.
 ME3138'
 ME3138'LOCATED IN THE CENTRAL SECTION OF CICERO IN THE NORTHEAST
 ME3138'ANGLE OF THE INTERSECTION OF CERMAK ROAD AND CENTRAL AVENUE,
 ME3138'0.2 MILE EAST OF CENTRAL AVENUE AND 0.15 MILE NORTH OF CERMAK
 ME3138'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3119 ***********************************************************************
 ME3119  DESIGNATION -  CICERO HAWTHORNE RACE TRACK TK
 ME3119  PID         -  ME3119
 ME3119  STATE/COUNTY-  IL/COOK
 ME3119  USGS QUAD   -  BERWYN (1993)
 ME3119
 ME3119                         *CURRENT SURVEY CONTROL
 ME3119  ___________________________________________________________________
 ME3119* NAD 83(1997)-  41 49 44.43874(N)    087 45 04.73340(W)     ADJUSTED  
 ME3119* NAVD 88     -                                                        
 ME3119  ___________________________________________________________________
 ME3119  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 ME3119  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME3119
 ME3119  HORZ ORDER  -  THIRD
 ME3119
 ME3119.The horizontal coordinates were established by classical geodetic methods
 ME3119.and adjusted by the National Geodetic Survey in October 1999..
 ME3119
 ME3119
 ME3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3119
 ME3119.The geoid height was determined by GEOID03.
 ME3119
 ME3119;                    North         East     Units Scale Factor Converg.
 ME3119;SPC IL E     -   573,274.804   348,348.438   MT  1.00000375   +0 23 17.4
 ME3119;SPC IL E     - 1,880,819.09  1,142,873.17   sFT  1.00000375   +0 23 17.4
 ME3119;UTM  16      - 4,631,064.576   437,611.393   MT  0.99964790   -0 30 03.9
 ME3119
 ME3119                          SUPERSEDED SURVEY CONTROL
 ME3119
 ME3119  NAD 83(1997)-  41 49 44.43887(N)    087 45 04.73379(W) AD(       ) 4
 ME3119  NAD 83(1997)-  41 49 44.44182(N)    087 45 04.74418(W) AD(       ) 4
 ME3119  NAD 83(1986)-  41 49 44.44259(N)    087 45 04.74368(W) AD(       ) 4
 ME3119  NAD 27      -  41 49 44.32715(N)    087 45 04.54422(W) AD(       ) 3
 ME3119
 ME3119.Superseded values are not recommended for survey control.
 ME3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3119.See file dsdata.txt to determine how the superseded data were derived.
 ME3119
 ME3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3761131065(NAD 83)
 ME3119_MARKER: 53 = ELEVATED TANK
 ME3119
 ME3119  HISTORY     - Date     Condition        Report By
 ME3119  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3119  HISTORY     - 1972     GOOD             LOCSUR
 ME3119  HISTORY     - 1977     GOOD             NGS
 ME3119  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME3119  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME3119  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3119
 ME3119                          STATION DESCRIPTION
 ME3119
 ME3119'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3119'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3119'HAWTHORNE RACE
 ME3119'TRACK LOCATED AT THE NORTHWEST EDGE OF THE TRACK ON THE WEST SIDE OF
 ME3119'CICERO AVENUE (STATE HIGHWAY 50)
 ME3119'IN THE SOUTHEAST EDGE OF CICERO.  IT IS A STEEL TANK
 ME3119'SUPPORTED BY A FOUR-LEGGED, BLACK STEEL STRUCTURE
 ME3119'AND IS PAINTED WHITE AND GREEN WITH
 ME3119'THE NAME HAWTHORNE PAINTED ON THE NORTH AND SOUTH SIDES IN BLACK
 ME3119'LETTERS.  THE HEIGHT IS ABOUT 120
 ME3119'FEET.
 ME3119
 ME3119                          STATION RECOVERY (1972)
 ME3119
 ME3119'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (PK)
 ME3119'RECOVERED THIS DATE.  TANK IS NOW PAINTED LIGHT BLUE-GREEN AND THE
 ME3119'NAME HAWTHORNE DOES
 ME3119'NOT APPEAR ON IT.  RECOVERED BY PAUL KUBECKA.
 ME3119
 ME3119                          STATION RECOVERY (1977)
 ME3119
 ME3119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3119'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME3119'CICERO, HAWTHORNE RACE TRACK WATER TANK.
 ME3119'
 ME3119'THE STATION IS THE FINIAL OF THE BLUE CYLINDRICAL WATER TANK
 ME3119'WHICH HAS A CONICAL TOP AND A HEMISPHERICAL BOTTOM AND IS
 ME3119'SUPPORTED BY FOUR I-BEAM STEEL LEGS.  THE TANK IS OWNED BY
 ME3119'THE HAWTHORNE RACE TRACK AND HAS AN OVERALL HEIGHT OF ABOUT
 ME3119'120 FEET.
 ME3119'
 ME3119'LOCATED IN THE SOUTHEAST SECTION OF CICERO ON THE NORTHWEST
 ME3119'GROUNDS OF THE HAWTHORNE RACE TRACK AND ABOUT 0.1 MILE EAST
 ME3119'OF LARAMIE AVENUE.
 ME3119
 ME3119                          STATION RECOVERY (1987)
 ME3119
 ME3119'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3119'MARK NOT FOUND.
 ME3119
 ME3119                          STATION RECOVERY (1988)
 ME3119
 ME3119'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 ME3119'MARK NOT FOUND.
 ME3119
 ME3119                          STATION RECOVERY (1989)
 ME3119
 ME3119'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2766 ***********************************************************************
 ME2766  DESIGNATION -  CICERO ST MARYS CH SPIRE
 ME2766  PID         -  ME2766
 ME2766  STATE/COUNTY-  IL/COOK
 ME2766  USGS QUAD   -  ENGLEWOOD (1997)
 ME2766
 ME2766                         *CURRENT SURVEY CONTROL
 ME2766  ___________________________________________________________________
 ME2766* NAD 83(1997)-  41 50 17.96146(N)    087 44 44.58563(W)     ADJUSTED  
 ME2766* NAVD 88     -                                                        
 ME2766  ___________________________________________________________________
 ME2766  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 ME2766  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2766
 ME2766  HORZ ORDER  -  THIRD
 ME2766
 ME2766.The horizontal coordinates were established by classical geodetic methods
 ME2766.and adjusted by the National Geodetic Survey in October 1999..
 ME2766
 ME2766
 ME2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2766
 ME2766.The geoid height was determined by GEOID03.
 ME2766
 ME2766;                    North         East     Units Scale Factor Converg.
 ME2766;SPC IL E     -   574,312.219   348,806.276   MT  1.00000430   +0 23 31.1
 ME2766;SPC IL E     - 1,884,222.67  1,144,375.26   sFT  1.00000430   +0 23 31.1
 ME2766;UTM  16      - 4,632,094.392   438,085.109   MT  0.99964717   -0 29 50.8
 ME2766
 ME2766                          SUPERSEDED SURVEY CONTROL
 ME2766
 ME2766  NAD 83(1997)-  41 50 17.96159(N)    087 44 44.58602(W) AD(       ) 4
 ME2766  NAD 83(1997)-  41 50 17.96452(N)    087 44 44.59661(W) AD(       ) 4
 ME2766  NAD 83(1986)-  41 50 17.96528(N)    087 44 44.59605(W) AD(       ) 4
 ME2766  NAD 27      -  41 50 17.84993(N)    087 44 44.39636(W) AD(       ) 3
 ME2766
 ME2766.Superseded values are not recommended for survey control.
 ME2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2766.See file dsdata.txt to determine how the superseded data were derived.
 ME2766
 ME2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3808532094(NAD 83)
 ME2766_MARKER: 90 = CHURCH SPIRE
 ME2766
 ME2766  HISTORY     - Date     Condition        Report By
 ME2766  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2766
 ME2766                          STATION DESCRIPTION
 ME2766
 ME2766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2766'THE STATION IS THE CENTER OF THE BALL AT THE BASE OF THE NORTH
 ME2766'ONE OF TWO BROWN CROSSES WHICH ARE ATOP GREEN SPIRES
 ME2766'SURMOUNTING BROWN BRICK BELL TOWERS OF THE SAINT MARYS
 ME2766'CATHOLIC CHURCH AND HAVE AN OVERALL HEIGHT OF ABOUT 150 FEET.
 ME2766'
 ME2766'LOCATED IN THE SOUTHEAST SECTION OF CICERO IN THE SOUTHWEST
 ME2766'ANGLE OF THE INTERSECTION OF SOUTH FORTY-EIGHTH COURT AND WEST
 ME2766'THIRTIETH STREET, 66 FEET WEST OF THE CENTER OF FORTY-EIGHTH
 ME2766'COURT, 50 FEET SOUTH OF THE CENTER OF WEST THIRTIETH STREET
 ME2766'AND ON THE NORTHEAST CORNER OF THE CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1036 ***********************************************************************
 KB1036  DESIGNATION -  CIMIC
 KB1036  PID         -  KB1036
 KB1036  STATE/COUNTY-  IL/SANGAMON
 KB1036  USGS QUAD   -  DIVERNON (1976)
 KB1036
 KB1036                         *CURRENT SURVEY CONTROL
 KB1036  ___________________________________________________________________
 KB1036* NAD 83(1997)-  39 35 24.00725(N)    089 38 23.42622(W)     ADJUSTED  
 KB1036* NAVD 88     -       185.204  (meters)     607.62   (feet)  ADJUSTED  
 KB1036  ___________________________________________________________________
 KB1036  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 KB1036  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB1036  DYNAMIC HT  -         185.102 (meters)     607.29  (feet)  COMP
 KB1036  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 KB1036
 KB1036  HORZ ORDER  -  SECOND
 KB1036  VERT ORDER  -  SECOND    CLASS 0
 KB1036
 KB1036.The horizontal coordinates were established by classical geodetic methods
 KB1036.and adjusted by the National Geodetic Survey in October 1999..
 KB1036
 KB1036.The orthometric height was determined by differential leveling
 KB1036.and adjusted by the National Geodetic Survey in June 1991..
 KB1036
 KB1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1036
 KB1036.The geoid height was determined by GEOID03.
 KB1036
 KB1036.The dynamic height is computed by dividing the NAVD 88
 KB1036.geopotential number by the normal gravity value computed on the
 KB1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1036.degrees latitude (g = 980.6199 gals.).
 KB1036
 KB1036.The modeled gravity was interpolated from observed gravity values.
 KB1036
 KB1036;                    North         East     Units Scale Factor Converg.
 KB1036;SPC IL W     -   324,600.702   745,253.070   MT  0.99996638   +0 20 08.7
 KB1036;SPC IL W     - 1,064,960.80  2,445,051.11   sFT  0.99996638   +0 20 08.7
 KB1036;UTM  16      - 4,385,582.493   273,306.892   MT  1.00023274   -1 40 59.0
 KB1036
 KB1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1036!SPC IL W     -   0.99997598  x   0.99996638  =   0.99994236
 KB1036!UTM  16      -   0.99997598  x   1.00023274  =   1.00020871
 KB1036
 KB1036:                Primary Azimuth Mark                     Grid Az
 KB1036:SPC IL W     -  GLENARM PANHAN E PL MICROWAVE            008 51 39.9
 KB1036:UTM  16      -  GLENARM PANHAN E PL MICROWAVE            010 52 47.6
 KB1036
 KB1036|---------------------------------------------------------------------|
 KB1036| PID    Reference Object                     Distance      Geod. Az  |
 KB1036|                                                           dddmmss.s |
 KB1036| KB1511 GLENARM PANHAN E PL MICROWAVE       APPROX. 4.8 KM 0091148.6 |
 KB1036| CI6826 CIMIC AZ MK                                        0853305.4 |
 KB1036| KB1499 PAWNEE C I P S CO MICROWAVE         APPROX. 4.1 KM 0871238.0 |
 KB1036| KB1037 CIMIC RM 1                           13.414 METERS 09240     |
 KB1036| KB1035 CIMIC RM 2                           14.028 METERS 26824     |
 KB1036|---------------------------------------------------------------------|
 KB1036
 KB1036                          SUPERSEDED SURVEY CONTROL
 KB1036
 KB1036  NAD 83(1986)-  39 35 24.01599(N)    089 38 23.41510(W) AD(       ) 2
 KB1036  NAD 27      -  39 35 23.82250(N)    089 38 23.07790(W) AD(       ) 2
 KB1036  NGVD 29 (??/??/92)  185.320  (m)          608.00   (f) ADJ UNCH    2 0
 KB1036
 KB1036.Superseded values are not recommended for survey control.
 KB1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1036.See file dsdata.txt to determine how the superseded data were derived.
 KB1036
 KB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7330785582(NAD 83)
 KB1036_MARKER: DE = TRAVERSE STATION DISK
 KB1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1036_STAMPING: CIMIC 1960
 KB1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1036+STABILITY: SURFACE MOTION
 KB1036
 KB1036  HISTORY     - Date     Condition        Report By
 KB1036  HISTORY     - 1960     MONUMENTED       CGS
 KB1036  HISTORY     - 1960     GOOD             CGS
 KB1036  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB1036  HISTORY     - 1977     MARK NOT FOUND   NGS
 KB1036  HISTORY     - 1977     MARK NOT FOUND   NGS
 KB1036
 KB1036                          STATION DESCRIPTION
 KB1036
 KB1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1036'THE STATION IS LOCATED ABOUT 6 MILES EAST OF AUBURN, ABOUT 2 MILES
 KB1036'NORTH-NORTHEAST OF DIVERNON AND ABOUT 1/2 MILE EAST OF THE
 KB1036'JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 104.
 KB1036'
 KB1036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 KB1036'HIGHWAY 104, ABOUT 1-3/4 MILES NORTH OF DIVERNON, GO EAST ON STATE
 KB1036'HIGHWAY 104 FOR 0.4 MILE TO THE STATION ON RIGHT AS DESCRIBED.
 KB1036'CONTINUE EAST ON STATE HIGHWAY 104 FOR 0.4 MILE TO AZIMUTH MARK
 KB1036'ON LEFT AS DESCRIBED.
 KB1036'
 KB1036'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 IN.
 KB1036'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB1036'GROUND AND IS STAMPED CIMIC 1960. THE MARK IS 101 FEET EAST OF A
 KB1036'POWER POLE, 101 FEET WEST OF A POWER POLE, 64 FEET NORTH OF NORTH
 KB1036'RAIL OF RAILROAD TRACKS, 43 FEET SOUTH OF CENTER OF ROAD, 26 FEET
 KB1036'EAST OF RIGHT-OF-WAY MARKER AND 4.6 FEET WEST OF WITNESS POST.
 KB1036'
 KB1036'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB1036'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB1036'GROUND AND IS STAMPED CIMIC NO 1 1960. THE MARK IS 56 FEET WEST OF A
 KB1036'POWER POLE, 45.5 FEET SOUTH OF CENTER OF ROAD AND 39.5 FEET
 KB1036'EAST OF WITNESS POST.
 KB1036'
 KB1036'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A 12 INCH SQUARE
 KB1036'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 KB1036'AND IS STAMPED CIMIC NO 2 1960. THE MARK IS 55 FEET EAST OF A POWER
 KB1036'POLE, 50.5 FEET WEST OF WITNESS POST, 45.5 FEET SOUTH OF
 KB1036'CENTER OF ROAD AND 20 FEET WEST-SOUTHWEST OF RIGHT-OF-WAY MARKER.
 KB1036'
 KB1036'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 KB1036'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB1036'GROUND AND IS STAMPED CIMIC 1960. THE MARK IS 39 FEET NORTH OF CENTER
 KB1036'OF ROAD, 9 FEET EAST OF CENTER OF GATE, 2.6 FEET WEST OF WITNESS
 KB1036'POST AND 1 FOOT SOUTH OF FENCE.
 KB1036'
 KB1036'HEIGHT OF LIGHT ABOVE STATION MARK 3.12 METERS.
 KB1036
 KB1036                          STATION RECOVERY (1960)
 KB1036
 KB1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB1036'2 MI NE FROM DIVERNON.
 KB1036'1.6 MILES NORTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY)
 KB1036'FROM ITS JUNCTION WITH DIVERNON ROAD, THENCE 0.4 MILES EAST ALONG
 KB1036'STATE HIGHWAY 104, 43 FEET SOUTH OF THE CENTER LINE OF THE
 KB1036'HIGHWAY, 102 FEET EAST OF THE TENTH POWER POLE EAST OF THE
 KB1036'JUNCTION OF STATE HIGHWAY 104 AND U.S. HIGHWAY 66 (FOUR LANE
 KB1036'DUAL HIGHWAY), 100 FEET WEST OF THE ELEVENTH POWER POLE EAST OF
 KB1036'THE JUNCTION OF STATE 104 AND U.S. HIGHWAY 66, 26.5 FEET EAST
 KB1036'OF A RIGHT OF WAY MARKER, 46 FEET NORTH OF THE NORTH RAIL OF
 KB1036'THE WEST BOUND TRACK OF THE CHICAGO AND ILLINOIS MIDLAND RAILWAY,
 KB1036'4.5 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB1036'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KB1036'GROUND.
 KB1036
 KB1036                          STATION RECOVERY (1976)
 KB1036
 KB1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1036'THE STATION WAS SEARCHED FOR BUT ONLY THE AZIMUTH MARK WAS FOUND.
 KB1036'IT APPEARS THAT THE RIGHT OF WAY HAS BEEN WORKED ON AND THE STATION
 KB1036'DESTROYED IN THE PROCESS.
 KB1036'
 KB1036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 KB1036'NORTH-NORTHEAST OF DIVERNON.
 KB1036
 KB1036                          STATION RECOVERY (1977)
 KB1036
 KB1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KB1036'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE NOT FOUND.  A GOOD
 KB1036'HOUR WAS SPENT IN THE SEARCH FOR THESE MARKS.  IT APPEARS THAT THE
 KB1036'MARKS WERE DESTROYED WHEN THE HIGHWAY WAS WIDENED AT THIS POINT.
 KB1036'ONLY THE AZIMUTH MARK FOUND.  IT IS IN GOOD CONDITION AND AS
 KB1036'DESCRIBED IN 1960.  THIS STATION SHOULD BE CONSIDERED LOST.
 KB1036'
 KB1036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 KB1036'OF DIVERNON.
 KB1036
 KB1036                          STATION RECOVERY (1977)
 KB1036
 KB1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KB1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1037 ***********************************************************************
 KB1037  DESIGNATION -  CIMIC RM 1
 KB1037  PID         -  KB1037
 KB1037  STATE/COUNTY-  IL/SANGAMON
 KB1037  USGS QUAD   -  DIVERNON (1976)
 KB1037
 KB1037                         *CURRENT SURVEY CONTROL
 KB1037  ___________________________________________________________________
 KB1037* NAD 83(1986)-  39 35 23.     (N)    089 38 23.     (W)     SCALED    
 KB1037* NAVD 88     -       185.228  (meters)     607.70   (feet)  ADJUSTED  
 KB1037  ___________________________________________________________________
 KB1037  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB1037  DYNAMIC HT  -         185.125 (meters)     607.36  (feet)  COMP
 KB1037  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 KB1037
 KB1037  VERT ORDER  -  SECOND    CLASS 0
 KB1037
 KB1037.The horizontal coordinates were scaled from a topographic map and have
 KB1037.an estimated accuracy of +/- 6 seconds.
 KB1037
 KB1037.The orthometric height was determined by differential leveling
 KB1037.and adjusted by the National Geodetic Survey in June 1991..
 KB1037
 KB1037.The geoid height was determined by GEOID03.
 KB1037
 KB1037.The dynamic height is computed by dividing the NAVD 88
 KB1037.geopotential number by the normal gravity value computed on the
 KB1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1037.degrees latitude (g = 980.6199 gals.).
 KB1037
 KB1037.The modeled gravity was interpolated from observed gravity values.
 KB1037
 KB1037;                    North         East    Units  Estimated Accuracy
 KB1037;SPC IL W     -   324,570.      745,260.      MT  (+/- 180 meters Scaled)
 KB1037
 KB1037                          SUPERSEDED SURVEY CONTROL
 KB1037
 KB1037  NGVD 29 (??/??/92)  185.344  (m)          608.08   (f) ADJ UNCH    2 0
 KB1037
 KB1037.Superseded values are not recommended for survey control.
 KB1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1037.See file dsdata.txt to determine how the superseded data were derived.
 KB1037
 KB1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ733855(NAD 83)
 KB1037_MARKER: DR = REFERENCE MARK DISK
 KB1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1037_STAMPING: CIMIC NO 1 1960
 KB1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1037+STABILITY: SURFACE MOTION
 KB1037
 KB1037  HISTORY     - Date     Condition        Report By
 KB1037  HISTORY     - 1960     MONUMENTED       CGS
 KB1037  HISTORY     - 1977     MARK NOT FOUND   NGS
 KB1037
 KB1037                          STATION DESCRIPTION
 KB1037
 KB1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1037'2 MI NE FROM DIVERNON.
 KB1037'1.6 MILES NORTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY)
 KB1037'FROM ITS JUNCTION WITH DIVERNON ROAD, THENCE 0.4 MILES EAST
 KB1037'ALONG STATE HIGHWAY 104, 46 FEET SOUTH OF THE CENTER LINE OF THE
 KB1037'HIGHWAY, 56 FEET WEST OF THE ELEVENTH POWER POLE EAST OF THE
 KB1037'JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 104, 71 FEET EAST
 KB1037'OF A RIGHT OF WAY MARKER, 44.0 FEET EAST OF TRAVERSE STATION
 KB1037'CIMIC, 61 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK
 KB1037'OF THE CHICAGO AND ILLINOIS, MIDLAND RAILWAY, 39.6 FEET EAST OF
 KB1037'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 KB1037'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB1037
 KB1037                          STATION RECOVERY (1977)
 KB1037
 KB1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KB1037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1035 ***********************************************************************
 KB1035  DESIGNATION -  CIMIC RM 2
 KB1035  PID         -  KB1035
 KB1035  STATE/COUNTY-  IL/SANGAMON
 KB1035  USGS QUAD   -  DIVERNON (1976)
 KB1035
 KB1035                         *CURRENT SURVEY CONTROL
 KB1035  ___________________________________________________________________
 KB1035* NAD 83(1986)-  39 35 23.     (N)    089 38 23.     (W)     SCALED    
 KB1035* NAVD 88     -       185.242  (meters)     607.75   (feet)  ADJUSTED  
 KB1035  ___________________________________________________________________
 KB1035  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB1035  DYNAMIC HT  -         185.139 (meters)     607.41  (feet)  COMP
 KB1035  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 KB1035
 KB1035  VERT ORDER  -  SECOND    CLASS 0
 KB1035
 KB1035.The horizontal coordinates were scaled from a topographic map and have
 KB1035.an estimated accuracy of +/- 6 seconds.
 KB1035
 KB1035.The orthometric height was determined by differential leveling
 KB1035.and adjusted by the National Geodetic Survey in June 1991..
 KB1035
 KB1035.The geoid height was determined by GEOID03.
 KB1035
 KB1035.The dynamic height is computed by dividing the NAVD 88
 KB1035.geopotential number by the normal gravity value computed on the
 KB1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1035.degrees latitude (g = 980.6199 gals.).
 KB1035
 KB1035.The modeled gravity was interpolated from observed gravity values.
 KB1035
 KB1035;                    North         East    Units  Estimated Accuracy
 KB1035;SPC IL W     -   324,570.      745,260.      MT  (+/- 180 meters Scaled)
 KB1035
 KB1035                          SUPERSEDED SURVEY CONTROL
 KB1035
 KB1035  NGVD 29 (??/??/92)  185.358  (m)          608.13   (f) ADJ UNCH    2 0
 KB1035
 KB1035.Superseded values are not recommended for survey control.
 KB1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1035.See file dsdata.txt to determine how the superseded data were derived.
 KB1035
 KB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ733855(NAD 83)
 KB1035_MARKER: DR = REFERENCE MARK DISK
 KB1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1035_STAMPING: CIMIC NO 2 1960
 KB1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1035+STABILITY: SURFACE MOTION
 KB1035
 KB1035  HISTORY     - Date     Condition        Report By
 KB1035  HISTORY     - 1960     MONUMENTED       CGS
 KB1035  HISTORY     - 1977     MARK NOT FOUND   NGS
 KB1035
 KB1035                          STATION DESCRIPTION
 KB1035
 KB1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1035'2 MI NE FROM DIVERNON.
 KB1035'1.6 MILES NORTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY)
 KB1035'FROM ITS JUNCTION WITH DIVERNON ROAD, THENCE 0.4 MILES EAST ALONG
 KB1035'STATE HIGHWAY 104, 42 FEET SOUTH OF THE CENTER LINE OF THE
 KB1035'HIGHWAY, 56 FEET EAST OF THE TENTH POWER POLE EAST OF THE
 KB1035'JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 104, 64 FEET NORTH
 KB1035'OF THE NORTH RAIL OF THE WEST BOUND TRACK OF THE CHICAGO AND
 KB1035'ILLINOIS MIDLAND RAILWAY, 46.1 FEET WEST OF TRAVERSE STATION
 KB1035'CIMIC, 20 FEET WEST OF A RIGHT OF WAY MARKER, 50.5 FEET WEST OF A
 KB1035'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 KB1035'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB1035
 KB1035                          STATION RECOVERY (1977)
 KB1035
 KB1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KB1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1624 ***********************************************************************
 MF1624  DESIGNATION -  CINDER
 MF1624  PID         -  MF1624
 MF1624  STATE/COUNTY-  IL/LA SALLE
 MF1624  USGS QUAD   -  LA SALLE (1993)
 MF1624
 MF1624                         *CURRENT SURVEY CONTROL
 MF1624  ___________________________________________________________________
 MF1624* NAD 83(1997)-  41 17 47.94304(N)    089 03 05.14879(W)     ADJUSTED  
 MF1624* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 MF1624  ___________________________________________________________________
 MF1624  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 MF1624  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF1624
 MF1624  HORZ ORDER  -  SECOND
 MF1624
 MF1624.The horizontal coordinates were established by classical geodetic methods
 MF1624.and adjusted by the National Geodetic Survey in October 1999..
 MF1624
 MF1624.The orthometric height was scaled from a topographic map.
 MF1624
 MF1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1624
 MF1624.The geoid height was determined by GEOID03.
 MF1624
 MF1624;                    North         East     Units Scale Factor Converg.
 MF1624;SPC IL E     -   514,234.804   239,855.779   MT  1.00001950   -0 28 26.1
 MF1624;SPC IL E     - 1,687,118.69    786,926.83   sFT  1.00001950   -0 28 26.1
 MF1624;SPC IL W     -   514,568.639   793,403.947   MT  1.00004851   +0 44 09.8
 MF1624;SPC IL W     - 1,688,213.94  2,603,026.12   sFT  1.00004851   +0 44 09.8
 MF1624;UTM  16      - 4,573,718.685   328,242.635   MT  0.99996307   -1 21 15.1
 MF1624
 MF1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1624!SPC IL E     -   0.99997678  x   1.00001950  =   0.99999628
 MF1624!SPC IL W     -   0.99997678  x   1.00004851  =   1.00002529
 MF1624!UTM  16      -   0.99997678  x   0.99996307  =   0.99993985
 MF1624
 MF1624:                Primary Azimuth Mark                     Grid Az
 MF1624:SPC IL E     -  CINDER AZ MK                             160 50 22.1
 MF1624:SPC IL W     -  CINDER AZ MK                             159 37 46.2
 MF1624:UTM  16      -  CINDER AZ MK                             161 43 11.1
 MF1624
 MF1624|---------------------------------------------------------------------|
 MF1624| PID    Reference Object                     Distance      Geod. Az  |
 MF1624|                                                           dddmmss.s |
 MF1624| CI6827 CINDER AZ MK                                       1602156.0 |
 MF1624| MF0717 OGLESBY                             APPROX. 0.5 KM 1775728.9 |
 MF1624| CI6828 CINDER RM                             7.280 METERS 29041     |
 MF1624| MF1219 MCDONOUGH                           APPROX. 4.6 KM 3212039.3 |
 MF1624|---------------------------------------------------------------------|
 MF1624
 MF1624                          SUPERSEDED SURVEY CONTROL
 MF1624
 MF1624  NAD 83(1986)-  41 17 47.95744(N)    089 03 05.14262(W) AD(       ) 2
 MF1624  NAD 27      -  41 17 47.86000(N)    089 03 04.82200(W) AD(       ) 2
 MF1624
 MF1624.Superseded values are not recommended for survey control.
 MF1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1624.See file dsdata.txt to determine how the superseded data were derived.
 MF1624
 MF1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2824373719(NAD 83)
 MF1624_MARKER: Z = SEE DESCRIPTION
 MF1624_SETTING: 0 = UNSPECIFIED SETTING
 MF1624
 MF1624  HISTORY     - Date     Condition        Report By
 MF1624  HISTORY     - 1920     MONUMENTED       CGS
 MF1624  HISTORY     - 1966     MARK NOT FOUND   USGS
 MF1624  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF1624  HISTORY     - 20020826 MARK NOT FOUND   USPSQD
 MF1624
 MF1624                          STATION DESCRIPTION
 MF1624
 MF1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1624'STATION IS LOCATED AT OGLESBY, ABOUT 160 YARDS N OF THE ILLINOIS
 MF1624'CENTRAL RAILROAD STATION, ON THE S SIDE OF THE SPUR OF THE
 MF1624'CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY LEADING TO A CEMENT
 MF1624'PLANT, 8 YARDS E OF THE E END OF THE CHICAGO, MILWAUKEE
 MF1624'AND ST. PAUL RAILWAY OVERHEAD BRIDGE V 420 OVER THE ILLINOIS
 MF1624'CENTRAL RAILROAD TRACK, 10 YARDS W OF THE CEMENT PLANT
 MF1624'INCLOSURE GATE, AND 1.34 METERS (4.40 FEET) S OF THE S AND
 MF1624'NEAREST RAIL.  THE STATION MARK IS A STAKE 2 BY 4 INCHES IN
 MF1624'SIZE, WITH A NAIL WITH A CROSS FILED ON THE HEAD, AND THE
 MF1624'REFERENCE MARK IS A CROSS AND USRM 20 STAMPED ON THE NEAREST
 MF1624'BOLT IN THE LENGTH-WISE TIES.  THE REFERENCE MARK IS ON THE
 MF1624'SAME SIDE OF THE TRACK, 7.28 METERS (23.88 FEET) FROM THE
 MF1624'STATION, N 69 DEG 20 MIN W.
 MF1624
 MF1624                          STATION RECOVERY (1966)
 MF1624
 MF1624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MF1624'STATION WHICH IS MARKED BY A WOODEN STAKE WAS NOT FOUND AFTER
 MF1624'A GOOD SEARCH.
 MF1624'
 MF1624'REFERENCE MARK WAS ALSO NOT FOUND.
 MF1624
 MF1624                          STATION RECOVERY (1997)
 MF1624
 MF1624'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1624'MARK NOT FOUND.
 MF1624
 MF1624                          STATION RECOVERY (2002)
 MF1624
 MF1624'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1624'RAILROAD ABANDONED...LANDMARKS REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1474 ***********************************************************************
 KB1474  DESIGNATION -  CIPS
 KB1474  PID         -  KB1474
 KB1474  STATE/COUNTY-  IL/SANGAMON
 KB1474  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB1474
 KB1474                         *CURRENT SURVEY CONTROL
 KB1474  ___________________________________________________________________
 KB1474* NAD 83(1997)-  39 48 02.88544(N)    089 38 51.13387(W)     ADJUSTED  
 KB1474* NAVD 88     -       244.0    (meters)     801.     (feet)  VERTCON   
 KB1474  ___________________________________________________________________
 KB1474  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 KB1474  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KB1474
 KB1474  HORZ ORDER  -  FIRST
 KB1474
 KB1474.The horizontal coordinates were established by classical geodetic methods
 KB1474.and adjusted by the National Geodetic Survey in October 1999..
 KB1474
 KB1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1474
 KB1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1474
 KB1474.The geoid height was determined by GEOID03.
 KB1474
 KB1474;                    North         East     Units Scale Factor Converg.
 KB1474;SPC IL W     -   348,000.471   744,456.510   MT  0.99996550   +0 19 56.3
 KB1474;SPC IL W     - 1,141,731.55  2,442,437.73   sFT  0.99996550   +0 19 56.3
 KB1474;UTM  16      - 4,409,002.041   273,336.983   MT  1.00023255   -1 41 43.7
 KB1474
 KB1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1474!SPC IL W     -   0.99996682  x   0.99996550  =   0.99993232
 KB1474!UTM  16      -   0.99996682  x   1.00023255  =   1.00019936
 KB1474
 KB1474:                Primary Azimuth Mark                     Grid Az
 KB1474:SPC IL W     -  VORTAC CAPITOL CAP                       010 14 00.0
 KB1474:UTM  16      -  VORTAC CAPITOL CAP                       012 15 40.0
 KB1474
 KB1474|---------------------------------------------------------------------|
 KB1474| PID    Reference Object                     Distance      Geod. Az  |
 KB1474|                                                           dddmmss.s |
 KB1474| KB1496 VORTAC CAPITOL CAP                  APPROX.10.3 KM 0103356.3 |
 KB1474| KB1475 SPRINGFIELD SANGAMON ELEC TK        APPROX. 2.0 KM 0162103.4 |
 KB1474| KB1481 SPRINGFIELD ST ALOYSIUS CH          APPROX. 3.7 KM 0255720.9 |
 KB1474| KB1472 SPRINGFIELD ST JOHNS HOSP STK       APPROX. 0.6 KM 0292539.3 |
 KB1474| KB1471 SPRINGFIELD PILLSBURY NW TANK       APPROX. 1.8 KM 0410248.0 |
 KB1474| KB1470 SPRINGFIELD ILL SOY PROD VENT       APPROX. 5.0 KM 0444526.4 |
 KB1474| KB1480 SPRINGFIELD PILLSBURY SE TANK       APPROX. 1.8 KM 0450922.3 |
 KB1474| CI7976 NE CORNER OF BLDG                                  08202     |
 KB1474| KB1469 SPRINGFIELD RAD STA WTAX TOWER      APPROX. 3.7 KM 1023845.6 |
 KB1474| CI8215 SE CORNER OF BLDG                                  11454     |
 KB1474| KB1477 SPRINGFIELD CILCO STACK             APPROX. 0.6 KM 1251859.9 |
 KB1474| KB1476 SPRINGFIELD ALLIS CHALMERS STK      APPROX. 4.5 KM 1763212.7 |
 KB1474| KB1478 SPRINGFIELD RAD STA WCVS TOWER      APPROX. 4.5 KM 1844001.0 |
 KB1474| KB1479 SPRINGFIELD MUNICIPAL TANK          APPROX. 2.6 KM 1911311.5 |
 KB1474| KB1488 SPRINGFIELD STATE CAPITOL DOME      APPROX. 0.7 KM 2471419.6 |
 KB1474| KB1482 SPRINGFIELD SACRED HT ACAD CUP      APPROX. 2.3 KM 2685047.8 |
 KB1474| KB1486 SPRINGFIELD HIGH SCHOOL STACK       APPROX. 1.2 KM 2695946.2 |
 KB1474| KB1485 AIRPORT BCN CAP AP SPRINGFIELD      APPROX. 5.1 KM 3375604.1 |
 KB1474| KB1487 SPRINGFIELD LINCOLN MONUMENT        APPROX. 2.6 KM 3441709.5 |
 KB1474| KB1473 SPRINGFIELD ST JOSEPHS CHURCH       APPROX. 2.0 KM 3592404.2 |
 KB1474|---------------------------------------------------------------------|
 KB1474
 KB1474                          SUPERSEDED SURVEY CONTROL
 KB1474
 KB1474  NAD 83(1986)-  39 48 02.89521(N)    089 38 51.12323(W) AD(       ) 1
 KB1474  NAD 27      -  39 48 02.70310(N)    089 38 50.76050(W) AD(       ) 1
 KB1474  NGVD 29 (07/19/86)  244.1    (m)          801.     (f) VERT ANG       
 KB1474
 KB1474.Superseded values are not recommended for survey control.
 KB1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1474.See file dsdata.txt to determine how the superseded data were derived.
 KB1474
 KB1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK7333709002(NAD 83)
 KB1474_MARKER: DS = TRIANGULATION STATION DISK
 KB1474_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KB1474_SP_SET: OBJECT IMBEDDED IN GROUND
 KB1474
 KB1474  HISTORY     - Date     Condition        Report By
 KB1474  HISTORY     - 1959     MONUMENTED       CGS
 KB1474  HISTORY     - 1969     GOOD             ILDT
 KB1474  HISTORY     - 1975     GOOD             NGS
 KB1474
 KB1474                          STATION DESCRIPTION
 KB1474
 KB1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 KB1474'STATION IS ON THE TOP ROOF OF THE CENTRAL ILLINOIS PUBLIC SERVICE
 KB1474'BUILDING. THE BUILDING IS LOCATED ABOUT IN THE CENTER OF
 KB1474'SPRINGFIELD AT THE INTERSECTION OF 6TH AND ADAMS STREET. THE DISK IS
 KB1474'A STANDARD U.S. COAST AND GEODETIC STATION MARK SET IN A SMALL
 KB1474'MASS OF ROOFING CEMENT NEAR THE NORTHWEST CORNER OF THE ROOF. THERE
 KB1474'ARE CHISELED CROSSES IN THE CONCRETE NE AND SE EDGES OF THE ROOF
 KB1474'AND THESE POINTS WERE MEASURED TO AND CUT IN AT THIS TIME.
 KB1474'
 KB1474'NOTE - ANYONE GOING TO THIS STATION SHOULD SEE THE BUILDING MANAGER
 KB1474'WHOSE OFFICE IS ON THE 9TH FLOOR.
 KB1474'
 KB1474'THE STATION MARK DISK IS STAMPED CIPS 1959.
 KB1474'
 KB1474'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KB1474
 KB1474                          STATION RECOVERY (1969)
 KB1474
 KB1474'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 (DEW)
 KB1474'CIPS 1959 RECOVERED GOOD.  DESCRIPTION OK SEE NOTE.
 KB1474'THE CHISELED CROSSES STILL REMAIN AS R.M.S.
 KB1474'
 KB1474'NOTE--THE BUILDING MANAGERS OFFICE IS NOW LOCATED ON THE 7TH FLOOR.
 KB1474
 KB1474                          STATION RECOVERY (1975)
 KB1474
 KB1474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1474'THE STATION MARK AND THE REFERENCE POINTS WERE RECOVERED AND FOUND
 KB1474'IN GOOD CONDITION.  DUE TO MICROWAVE STRUCTURE NO HORIZONTAL
 KB1474'DIRECTIONS OR DISTANCE WERE OBSERVED TO THE REFERENCE POINTS.
 KB1474'
 KB1474'THE STATION IS LOCATED ATOP THE CENTRAL ILLINOIS PUBLIC SERVICE
 KB1474'BUILDING.  THE BUILDING IS AT THE CORNER OF 6TH AND ADAMS STREET,
 KB1474'SPRINGFIELD.  MR. G.D. DANENBERGER, BUILDING MANAGER, TELEPHONE
 KB1474'NUMBER 217-523-3601.
 KB1474'
 KB1474'THE STATION WAS RECOVERED AS DESCRIBED IN 1959.
 KB1474'
 KB1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN
 KB1474'SPRINGFIELD.
 KB1474'
 KB1474'HEIGHT OF LIGHT ABOVE STATION MARK 5.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1777 ***********************************************************************
 LC1777  DESIGNATION -  CISCO
 LC1777  PID         -  LC1777
 LC1777  STATE/COUNTY-  IL/PIATT
 LC1777  USGS QUAD   -  WELDON EAST (1979)
 LC1777
 LC1777                         *CURRENT SURVEY CONTROL
 LC1777  ___________________________________________________________________
 LC1777* NAD 83(1997)-  40 00 41.73141(N)    088 44 23.22921(W)     ADJUSTED  
 LC1777* NAVD 88     -       208.6    (meters)     684.     (feet)  GPS OBS   
 LC1777  ___________________________________________________________________
 LC1777  X           -     107,590.643 (meters)                     COMP
 LC1777  Y           -  -4,890,832.123 (meters)                     COMP
 LC1777  Z           -   4,079,085.005 (meters)                     COMP
 LC1777  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 LC1777  ELLIP HEIGHT-         176.57  (meters)          (12/06/04) GPS OBS
 LC1777  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC1777
 LC1777  HORZ ORDER  -  FIRST
 LC1777  ELLP ORDER  -  FOURTH    CLASS I
 LC1777
 LC1777.The horizontal coordinates were established by GPS observations
 LC1777.and adjusted by the National Geodetic Survey in December 2002..
 LC1777
 LC1777.The orthometric height was determined by GPS observations and a
 LC1777.high-resolution geoid model.
 LC1777
 LC1777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1777
 LC1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1777
 LC1777.The ellipsoidal height was determined by GPS observations
 LC1777.and is referenced to NAD 83.
 LC1777
 LC1777.The geoid height was determined by GEOID03.
 LC1777
 LC1777;                    North         East     Units Scale Factor Converg.
 LC1777;SPC IL E     -   371,366.540   265,298.135   MT  0.99998982   -0 15 40.8
 LC1777;SPC IL E     - 1,218,391.72    870,398.96   sFT  0.99998982   -0 15 40.8
 LC1777;UTM  16      - 4,430,493.516   351,513.511   MT  0.99987143   -1 07 07.6
 LC1777
 LC1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1777!SPC IL E     -   0.99997230  x   0.99998982  =   0.99996212
 LC1777!UTM  16      -   0.99997230  x   0.99987143  =   0.99984373
 LC1777
 LC1777|---------------------------------------------------------------------|
 LC1777| PID    Reference Object                     Distance      Geod. Az  |
 LC1777|                                                           dddmmss.s |
 LC1777| CI6829 CISCO RM 1                           26.597 METERS 04908     |
 LC1777| LC1780 CISCO TV STA MAST                   APPROX. 6.7 KM 0630555.4 |
 LC1777| LC1785 CISCO AZ MK 1976                    APPROX. 1.0 KM 0845229.8 |
 LC1777| LC1778 CISCO MUN TANK                      APPROX. 1.3 KM 0864432.4 |
 LC1777| CI6830 CISCO RM 2                           24.997 METERS 10017     |
 LC1777| KB1355 FORSYTH MUN TANK                    APPROX.19.3 KM 2455942.6 |
 LC1777| LC1779 CISCO ATT MICROWAVE                 APPROX. 1.7 KM 3463655.6 |
 LC1777| LC1781 WELDON ILL BELL MICROWAVE           APPROX. 5.8 KM 3545411.4 |
 LC1777|---------------------------------------------------------------------|
 LC1777
 LC1777                          SUPERSEDED SURVEY CONTROL
 LC1777
 LC1777  ELLIP H (12/18/02)  176.54   (m)                       GP(       ) 4 2
 LC1777  NAD 83(1997)-  40 00 41.73351(N)    088 44 23.22676(W) AD(       ) 1
 LC1777  NAD 83(1986)-  40 00 41.74272(N)    088 44 23.22368(W) AD(       ) 1
 LC1777  NAD 27      -  40 00 41.61174(N)    088 44 22.96406(W) AD(       ) 1
 LC1777  NGVD 29 (07/19/86)  208.4    (m)          684.     (f) VERT ANG       
 LC1777
 LC1777.Superseded values are not recommended for survey control.
 LC1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1777.See file dsdata.txt to determine how the superseded data were derived.
 LC1777
 LC1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5151430494(NAD 83)
 LC1777_MARKER: DS = TRIANGULATION STATION DISK
 LC1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1777+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 LC1777
 LC1777  HISTORY     - Date     Condition        Report By
 LC1777  HISTORY     - 1976     MONUMENTED       NGS
 LC1777  HISTORY     - 20001229 GOOD             ZAMBRA
 LC1777
 LC1777                          STATION DESCRIPTION
 LC1777
 LC1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC1777'THE STATION IS ABOUT 0.9 MILE WEST OF THE SMALL VILLAGE OF CISCO,
 LC1777'0.25 MILE EAST OF THE PIATT-MACON COUNTY LINE, ALONG THE
 LC1777'SOUTHEAST SIDE OF STATE HIGHWAY 47, JUST EAST OF A SMALL
 LC1777'TRIANGLE FORMED BY A ROAD INTERSECTION AND ON HIGHWAY
 LC1777'RIGHT-OF-WAY.
 LC1777'
 LC1777'TO REACH THE STATION FROM THE POST OFFICE IN CISCO, GO NORTH
 LC1777'FOR 0.05 MILE, CROSSING RAILROAD TRACKS TO A SIDE ROAD
 LC1777'LEFT.  TURN LEFT AND GO WEST ON OLD HIGHWAY FOR 0.25 MILE TO
 LC1777'THE SECOND SIDE STREET RIGHT.  (TO REACH THE AZIMUTH MARK FROM
 LC1777'THIS POINT, TURN RIGHT AND GO NORTH 0.1 MILE TO THE MARK ON THE
 LC1777'LEFT.) CONTINUE WEST ON OLD HIGHWAY FOR 0.6 MILE TO PRESENT
 LC1777'HIGHWAY 47 AND THE STATION ON THE RIGHT.
 LC1777'
 LC1777'THE STATION MARKS ARE STANDARD DISKS, STAMPED CISCO 1976.  THE
 LC1777'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LC1777'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 LC1777'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 LC1777'GROUND SURFACE.  THE MARKS ARE 63 FEET NORTH OF THE APPROXIMATE
 LC1777'CENTER OF THE SPUR ROAD LEADING TO CISCO, 75 FEET SOUTH OF THE
 LC1777'CENTER LINE OF STATE HIGHWAY 47 AND 105 FEET EAST OF THE
 LC1777'APPROXIMATE CENTER OF THE SPUR APPROACH TO HIGHWAY 47.
 LC1777'
 LC1777'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CISCO NO 1 1976,
 LC1777'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LC1777'IS FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET SOUTH OF THE
 LC1777'APPROXIMATE CENTER OF THE HIGHWAY.
 LC1777'
 LC1777'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CISCO NO 2 1976,
 LC1777'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 LC1777'FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET NORTH OF THE CENTER
 LC1777'OF THE SPUR ROAD.
 LC1777'
 LC1777'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CISCO
 LC1777'AZ 1976, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LC1777'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 4 FEET
 LC1777'WEST OF A POWER LINE POLE AND 21 FEET WEST OF THE APPROXIMATE
 LC1777'CENTER OF A PAVED ROAD.
 LC1777'
 LC1777'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 LC1777
 LC1777                          STATION RECOVERY (2000)
 LC1777
 LC1777'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC1777'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC1777'RECOVERED IN GOOD CONDITION. TO REACH FROM THE INTERSECTION OF
 LC1777'STATE ROUTE 48 AND INTERSTATE 72 (EXIT 156), PROCEED SOUTH ON STATE
 LC1777'ROUTE 48 APPROX. 0.3 MILES (0.48 KM) TO THE CROSSROAD 1500N COUNTY
 LC1777'ROAD, TURN LEFT, GO EAST APPROX. 0.3 MILES (0.48 KM) TO THE CISCO SPUR
 LC1777'ROAD AND THE STATION ON THE RIGHT AS DESCRIBED.  THE STATION IS
 LC1777'4 INCHES DEEP, 75.0 FEET (22.9 METERS) SOUTH OF THE CENTERLINE OF
 LC1777'1500N COUNTY ROAD, 64.0 FEET (19.5 METERS) NORTH OF THE CENTERLINE
 LC1777'OF CISCO SPUR, 105.0 FEET (32.0 METERS) EAST OF THE CENTERLINE OF THE
 LC1777'CONNECTOR ROAD. AND 2.0 FEET (0.6) WEST OF A FIBERGLASS WITNESS
 LC1777'POST.
 LC1777' 
 LC1777' 
 LC1777' 
 LC1777'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1779 ***********************************************************************
 LC1779  DESIGNATION -  CISCO ATT MICROWAVE
 LC1779  PID         -  LC1779
 LC1779  STATE/COUNTY-  IL/PIATT
 LC1779  USGS QUAD   -  WELDON EAST (1979)
 LC1779
 LC1779                         *CURRENT SURVEY CONTROL
 LC1779  ___________________________________________________________________
 LC1779* NAD 83(1997)-  40 01 36.71561(N)    088 44 40.24795(W)     ADJUSTED  
 LC1779* NAVD 88     -                                                        
 LC1779  ___________________________________________________________________
 LC1779  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 LC1779  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1779
 LC1779  HORZ ORDER  -  THIRD
 LC1779
 LC1779.The horizontal coordinates were established by classical geodetic methods
 LC1779.and adjusted by the National Geodetic Survey in October 1999..
 LC1779
 LC1779
 LC1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1779
 LC1779.The geoid height was determined by GEOID03.
 LC1779
 LC1779;                    North         East     Units Scale Factor Converg.
 LC1779;SPC IL E     -   373,064.238   264,902.344   MT  0.99999016   -0 15 52.0
 LC1779;SPC IL E     - 1,223,961.59    869,100.44   sFT  0.99999016   -0 15 52.0
 LC1779;UTM  16      - 4,432,196.746   351,143.218   MT  0.99987279   -1 07 19.9
 LC1779
 LC1779                          SUPERSEDED SURVEY CONTROL
 LC1779
 LC1779  NAD 83(1986)-  40 01 36.72479(N)    088 44 40.24515(W) AD(       ) 4
 LC1779  NAD 27      -  40 01 36.59249(N)    088 44 39.98394(W) AD(       ) 3
 LC1779
 LC1779.Superseded values are not recommended for survey control.
 LC1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1779.See file dsdata.txt to determine how the superseded data were derived.
 LC1779
 LC1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5114332197(NAD 83)
 LC1779_MARKER: 44 = MICROWAVE MAST
 LC1779
 LC1779  HISTORY     - Date     Condition        Report By
 LC1779  HISTORY     - 1974     FIRST OBSERVED   NGS
 LC1779
 LC1779                          STATION DESCRIPTION
 LC1779
 LC1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 LC1779'CISCO, AMERICAN TELEPHONE AND TELEGRAPH COMPANY, MICROWAVE
 LC1779'MAST KSN 67 IS A 4-LEGGED STEEL STRUCTURE, LIGHTED, PAINTED
 LC1779'ALTERNATELY RED AND WHITE, AND HAS 4 LARGE REFLECTOR FANS AT
 LC1779'THE TOP.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 293 FEET.
 LC1779'
 LC1779'THE MICROWAVE TOWER IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF
 LC1779'CISCO.
 LC1779'
 LC1779'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 47 ABOUT 1
 LC1779'MILE WEST OF CISCO, GO NORTH ON HIGHWAY 48 FOR 1.0 MILE TO THE
 LC1779'TOWER ON THE RIGHT.
 LC1779'
 LC1779'STATION IS THE RED LIGHT ATOP THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1785 ***********************************************************************
 LC1785  DESIGNATION -  CISCO AZ MK 1976
 LC1785  PID         -  LC1785
 LC1785  STATE/COUNTY-  IL/PIATT
 LC1785  USGS QUAD   -  WELDON EAST (1979)
 LC1785
 LC1785                         *CURRENT SURVEY CONTROL
 LC1785  ___________________________________________________________________
 LC1785* NAD 83(1997)-  40 00 44.56072(N)    088 43 42.17438(W)     ADJUSTED  
 LC1785* NAVD 88     -       209.2    (meters)     686.     (feet)  VERTCON   
 LC1785  ___________________________________________________________________
 LC1785  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 LC1785  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1785
 LC1785  HORZ ORDER  -  SECOND
 LC1785
 LC1785.The horizontal coordinates were established by classical geodetic methods
 LC1785.and adjusted by the National Geodetic Survey in October 1999..
 LC1785
 LC1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1785
 LC1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1785
 LC1785.The geoid height was determined by GEOID03.
 LC1785
 LC1785;                    North         East     Units Scale Factor Converg.
 LC1785;SPC IL E     -   371,449.424   266,272.178   MT  0.99998900   -0 15 14.4
 LC1785;SPC IL E     - 1,218,663.65    873,594.64   sFT  0.99998900   -0 15 14.4
 LC1785;UTM  16      - 4,430,561.806   352,488.569   MT  0.99986788   -1 06 41.3
 LC1785
 LC1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1785!SPC IL E     -   0.99997221  x   0.99998900  =   0.99996121
 LC1785!UTM  16      -   0.99997221  x   0.99986788  =   0.99984009
 LC1785
 LC1785|---------------------------------------------------------------------|
 LC1785| PID    Reference Object                     Distance      Geod. Az  |
 LC1785|                                                           dddmmss.s |
 LC1785| LC1784 CISCO AZ MK A PT 1976                10.307 METERS 14402     |
 LC1785| LC1777 CISCO                               APPROX. 1.0 KM 2645256.2 |
 LC1785| LC1779 CISCO ATT MICROWAVE                 APPROX. 2.1 KM 3192617.8 |
 LC1785|---------------------------------------------------------------------|
 LC1785
 LC1785                          SUPERSEDED SURVEY CONTROL
 LC1785
 LC1785  NAD 83(1986)-  40 00 44.57001(N)    088 43 42.17132(W) AD(       ) 2
 LC1785  NAD 27      -  40 00 44.43884(N)    088 43 41.91292(W) AD(       ) 2
 LC1785  NGVD 29 (07/19/86)  209.3    (m)          687.     (f) VERT ANG       
 LC1785
 LC1785.Superseded values are not recommended for survey control.
 LC1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1785.See file dsdata.txt to determine how the superseded data were derived.
 LC1785
 LC1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5248930562(NAD 83)
 LC1785_MARKER: DR = REFERENCE MARK DISK
 LC1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1785+STABILITY: SURFACE MOTION
 LC1785
 LC1785  HISTORY     - Date     Condition        Report By
 LC1785  HISTORY     - 1976     MONUMENTED       NGS
 LC1785
 LC1785                          STATION DESCRIPTION
 LC1785
 LC1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC1785'THE STATION IS ABOUT 0.4 MILE WEST OF THE VILLAGE OF
 LC1785'CISCO.  THE MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 LC1785'CISCO AZ 1976, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LC1785'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 4 FEET
 LC1785'WEST OF A POWER LINE POLE AND 21 FEET WEST OF THE APPROXIMATE
 LC1785'CENTER OF A PAVED ROAD.
 LC1785'
 LC1785'FOR THE ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 LC1785'TRIANGULATION STATION CISCO.
 LC1785'
 LC1785'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CISCO,
 LC1785'DISTANCE BEING 977.509 METERS, EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1778 ***********************************************************************
 LC1778  DESIGNATION -  CISCO MUN TANK
 LC1778  PID         -  LC1778
 LC1778  STATE/COUNTY-  IL/PIATT
 LC1778  USGS QUAD   -  WELDON EAST (1979)
 LC1778
 LC1778                         *CURRENT SURVEY CONTROL
 LC1778  ___________________________________________________________________
 LC1778* NAD 83(1997)-  40 00 44.07904(N)    088 43 29.51031(W)     ADJUSTED  
 LC1778* NAVD 88     -                                                        
 LC1778  ___________________________________________________________________
 LC1778  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LC1778  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1778
 LC1778  HORZ ORDER  -  THIRD
 LC1778
 LC1778.The horizontal coordinates were established by classical geodetic methods
 LC1778.and adjusted by the National Geodetic Survey in October 1999..
 LC1778
 LC1778
 LC1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1778
 LC1778.The geoid height was determined by GEOID03.
 LC1778
 LC1778;                    North         East     Units Scale Factor Converg.
 LC1778;SPC IL E     -   371,433.242   266,572.451   MT  0.99998875   -0 15 06.3
 LC1778;SPC IL E     - 1,218,610.56    874,579.78   sFT  0.99998875   -0 15 06.3
 LC1778;UTM  16      - 4,430,541.135   352,788.530   MT  0.99986679   -1 06 33.1
 LC1778
 LC1778                          SUPERSEDED SURVEY CONTROL
 LC1778
 LC1778  NAD 83(1986)-  40 00 44.08832(N)    088 43 29.50758(W) AD(       ) 4
 LC1778  NAD 27      -  40 00 43.95711(N)    088 43 29.24700(W) AD(       ) 3
 LC1778
 LC1778.Superseded values are not recommended for survey control.
 LC1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1778.See file dsdata.txt to determine how the superseded data were derived.
 LC1778
 LC1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5278930541(NAD 83)
 LC1778_MARKER: 53 = ELEVATED TANK
 LC1778
 LC1778  HISTORY     - Date     Condition        Report By
 LC1778  HISTORY     - 1974     FIRST OBSERVED   NGS
 LC1778
 LC1778                          STATION DESCRIPTION
 LC1778
 LC1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 LC1778'CISCO MUNICIPAL WATER TANK IS A 4-LEGGED STEEL STRUCTURE,
 LC1778'PAINTED SILVER, HAS OLD STYLE CONICAL TOPPED TANK WITH THE LETTERS
 LC1778'CISCO IN BLACK ON THE EAST AND WEST SIDES, AND AN OVERALL HEIGHT
 LC1778'OF ABOUT 100 FEET.
 LC1778'
 LC1778'THE TANK IS LOCATED IN ABOUT THE CENTER OF CISCO, JUST SOUTH
 LC1778'OF OLD STATE HIGHWAY 47 AND WEST OF THE MAIN STREET.
 LC1778'
 LC1778'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1780 ***********************************************************************
 LC1780  DESIGNATION -  CISCO TV STA MAST
 LC1780  PID         -  LC1780
 LC1780  STATE/COUNTY-  IL/PIATT
 LC1780  USGS QUAD   -  WELDON EAST (1979)
 LC1780
 LC1780                         *CURRENT SURVEY CONTROL
 LC1780  ___________________________________________________________________
 LC1780* NAD 83(1997)-  40 02 20.35738(N)    088 40 10.12675(W)     ADJUSTED  
 LC1780* NAVD 88     -                                                        
 LC1780  ___________________________________________________________________
 LC1780  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LC1780  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC1780
 LC1780  HORZ ORDER  -  THIRD
 LC1780
 LC1780.The horizontal coordinates were established by classical geodetic methods
 LC1780.and adjusted by the National Geodetic Survey in October 1999..
 LC1780
 LC1780
 LC1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1780
 LC1780.The geoid height was determined by GEOID03.
 LC1780
 LC1780;                    North         East     Units Scale Factor Converg.
 LC1780;SPC IL E     -   374,383.392   271,312.190   MT  0.99998513   -0 12 58.5
 LC1780;SPC IL E     - 1,228,289.51    890,130.08   sFT  0.99998513   -0 12 58.5
 LC1780;UTM  16      - 4,433,419.635   357,571.283   MT  0.99984973   -1 04 27.0
 LC1780
 LC1780                          SUPERSEDED SURVEY CONTROL
 LC1780
 LC1780  NAD 83(1986)-  40 02 20.36714(N)    088 40 10.12427(W) AD(       ) 4
 LC1780  NAD 27      -  40 02 20.23576(N)    088 40 09.87118(W) AD(       ) 3
 LC1780
 LC1780.Superseded values are not recommended for survey control.
 LC1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1780.See file dsdata.txt to determine how the superseded data were derived.
 LC1780
 LC1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5757133420(NAD 83)
 LC1780_MARKER: 42 = RADIO/TV MAST
 LC1780
 LC1780  HISTORY     - Date     Condition        Report By
 LC1780  HISTORY     - 1974     FIRST OBSERVED   NGS
 LC1780
 LC1780                          STATION DESCRIPTION
 LC1780
 LC1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 LC1780'URBANA, UNIVERSITY OF ILLINOIS, TELEVISION STATION
 LC1780'WILL, MONTICELLO MAST IS A TRIANGULAR STEEL STRUCTURE, GUYED,
 LC1780'LIGHTED, PAINTED ALTERNATELY RED AND WHITE, WITH AN OVERALL
 LC1780'HEIGHT OF 1047 FEET.
 LC1780'
 LC1780'IT IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF DELAND, 5 MILES
 LC1780'WEST-NORTHWEST OF MONTICELLO, AND 3 MILES NORTHEAST OF CISCO.
 LC1780'
 LC1780'TO REACH FROM THE POST OFFICE IN CISCO, GO NORTH ON THE MAIN
 LC1780'STREET FOR 0.25 MILE TO WHERE IT CROSSES STATE HIGHWAY
 LC1780'47.  CONTINUE AHEAD, NORTH, FOR 1.8 MILES TO A CROSSROAD.  TURN
 LC1780'RIGHT AND GO EAST FOR 3.0 MILES TO THE MAST ON THE RIGHT.
 LC1780'
 LC1780'STATION IS THE LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1649 ***********************************************************************
 JB1649  DESIGNATION -  CISNE
 JB1649  PID         -  JB1649
 JB1649  STATE/COUNTY-  IL/WAYNE
 JB1649  USGS QUAD   -  CISNE (1970)
 JB1649
 JB1649                         *CURRENT SURVEY CONTROL
 JB1649  ___________________________________________________________________
 JB1649* NAD 83(1997)-  38 31 31.63396(N)    088 26 16.88432(W)     ADJUSTED  
 JB1649* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 JB1649  ___________________________________________________________________
 JB1649  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JB1649  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JB1649
 JB1649  HORZ ORDER  -  THIRD
 JB1649
 JB1649.The horizontal coordinates were established by classical geodetic methods
 JB1649.and adjusted by the National Geodetic Survey in October 1999..
 JB1649
 JB1649.The orthometric height was scaled from a topographic map.
 JB1649
 JB1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1649
 JB1649.The geoid height was determined by GEOID03.
 JB1649
 JB1649;                    North         East     Units Scale Factor Converg.
 JB1649;SPC IL E     -   206,304.734   290,871.036   MT  0.99997603   -0 03 54.7
 JB1649;SPC IL E     -   676,851.45    954,299.39   sFT  0.99997603   -0 03 54.7
 JB1649;UTM  16      - 4,265,097.744   374,648.576   MT  0.99979350   -0 53 44.9
 JB1649
 JB1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1649!SPC IL E     -   0.99998242  x   0.99997603  =   0.99995845
 JB1649!UTM  16      -   0.99998242  x   0.99979350  =   0.99977592
 JB1649
 JB1649:                Primary Azimuth Mark                     Grid Az
 JB1649:SPC IL E     -  CISNE AZ MK                              066 47 26.6
 JB1649:UTM  16      -  CISNE AZ MK                              067 37 16.8
 JB1649
 JB1649|---------------------------------------------------------------------|
 JB1649| PID    Reference Object                     Distance      Geod. Az  |
 JB1649|                                                           dddmmss.s |
 JB1649| CI4110 CISNE AZ MK                                        0664331.9 |
 JB1649| JB1647 CISNE MUNICIPAL TANK                APPROX. 1.5 KM 1635306.0 |
 JB1649| CI4111 CISNE RM 1                           28.101 METERS 17141     |
 JB1649| JB1718 JOHNSONVILLE RAD KSB 781 MAST       APPROX.10.9 KM 2465316.9 |
 JB1649| CI4112 CISNE RM 2                           27.428 METERS 31143     |
 JB1649|---------------------------------------------------------------------|
 JB1649
 JB1649                          SUPERSEDED SURVEY CONTROL
 JB1649
 JB1649  NAD 83(1997)-  38 31 31.64143(N)    088 26 16.88101(W) AD(       ) 3
 JB1649  NAD 83(1986)-  38 31 31.64699(N)    088 26 16.88239(W) AD(       ) 3
 JB1649  NAD 27      -  38 31 31.47522(N)    088 26 16.71156(W) AD(       ) 3
 JB1649
 JB1649.Superseded values are not recommended for survey control.
 JB1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1649.See file dsdata.txt to determine how the superseded data were derived.
 JB1649
 JB1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7464965098(NAD 83)
 JB1649_MARKER: DS = TRIANGULATION STATION DISK
 JB1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1649
 JB1649  HISTORY     - Date     Condition        Report By
 JB1649  HISTORY     - 1961     MONUMENTED       CGS
 JB1649  HISTORY     - 1970     GOOD             ILDT
 JB1649
 JB1649                          STATION DESCRIPTION
 JB1649
 JB1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1649'THE STATION IS ABOUT 1 MILE NORTH OF CISNE, ON THE PROPERTY OF MR
 JB1649'RANCEL CARRELL AND IS
 JB1649'IN THE NORTHWEST 0.25 OF SECTION 16, T 1 N, R 7 E.  IT
 JB1649'IS 186 FEET EAST OF THE NORTHEAST
 JB1649'CORNER OF A BRICK HOUSE, 74 FEET
 JB1649'SOUTHEAST OF THE SOUTH END OF THE EAST ONE OF TWO
 JB1649'LARGE PROPANE
 JB1649'TANKS, AND 17 FEET WEST OF A WIRE FENCE AND WITNESS POST.  THE
 JB1649'MONUMENT IS 15
 JB1649'INCHES UNDERGROUND AND THE DISK IS STAMPED CISNE 1961.
 JB1649'
 JB1649'TO REACH FROM THE INTERSECTION OF SIMPSON STREET AND PARK STREET AT
 JB1649'THE NORTHWEST CORNER
 JB1649'OF THE POST OFFICE IN CISNE, GO NORTH ON SIMPSON
 JB1649'STREET FOR 0.1 MILE TO A T-ROAD (U
 JB1649'S HIGHWAY 45).  TURN LEFT AND GO
 JB1649'WEST AND NORTH ON HIGHWAY 45 FOR 0.8 MILE TO A
 JB1649'DRIVEWAY RIGHT.  TURN
 JB1649'RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION.
 JB1649'
 JB1649'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON HIGHWAY 45 FOR
 JB1649'0.3 MILE TO A SIDE
 JB1649'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 JB1649'FOR 0.5 MILE TO A SIDE ROAD
 JB1649'RIGHT.  TURN RIGHT AND GO SOUTH ON A
 JB1649'GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 JB1649'
 JB1649'REFERENCE MARK 1 IS 87 FEET SOUTH OF THE WITNESS POST AND 6 INCHES
 JB1649'WEST OF THE WIRE FENCE.
 JB1649'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JB1649'CISNE NO 1 1961.
 JB1649'
 JB1649'REFERENCE MARK 2 IS 105 FEET NORTHWEST OF THE WITNESS POST, 85 FEET
 JB1649'WEST OF THE WIRE FENCE,
 JB1649'14 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT
 JB1649'SOUTHWEST OF A POWER POLE AND 6
 JB1649'INCHES SOUTH OF A WIRE FENCE.  THE
 JB1649'MONUMENT IS FLUSH AND THE DISK IS STAMPED CISNE NO 2 1961.
 JB1649'
 JB1649'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JB1649'ROAD, 3 FEET SOUTH
 JB1649'OF A POWER POLE, 2 FEET SOUTH OF A WITNESS POST AND 6
 JB1649'INCHES EAST OF A WIRE FENCE.
 JB1649'THE MONUMENT PROJECTS 6 INCHES AND THE
 JB1649'DISK IS STAMPED CISNE 1961.
 JB1649'
 JB1649'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1649
 JB1649                          STATION RECOVERY (1970)
 JB1649
 JB1649'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DRR)
 JB1649'CISNE 1961 RECOVERED GOOD.
 JB1649'
 JB1649'CISNE NO 1 1961 RECOVERED GOOD.
 JB1649'
 JB1649'CISNE NO 2, 1961 RECOVERED GOOD.
 JB1649'
 JB1649'CISNE 1961 AZI. RECOVERED GOOD.
 JB1649'
 JB1649'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 JB1649'CHANGES.  THE PROPERTY WHERE STATION IS LOCATED IS NOW OWNED BY THE
 JB1649'PETROLANE LP GAS CO. OF FLORA, ILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1647 ***********************************************************************
 JB1647  DESIGNATION -  CISNE MUNICIPAL TANK
 JB1647  PID         -  JB1647
 JB1647  STATE/COUNTY-  IL/WAYNE
 JB1647  USGS QUAD   -  CISNE (1970)
 JB1647
 JB1647                         *CURRENT SURVEY CONTROL
 JB1647  ___________________________________________________________________
 JB1647* NAD 83(1997)-  38 30 44.10116(N)    088 25 59.40569(W)     ADJUSTED  
 JB1647* NAVD 88     -                                                        
 JB1647  ___________________________________________________________________
 JB1647  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JB1647  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JB1647
 JB1647  HORZ ORDER  -  THIRD
 JB1647
 JB1647.The horizontal coordinates were established by classical geodetic methods
 JB1647.and adjusted by the National Geodetic Survey in October 1999..
 JB1647
 JB1647
 JB1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1647
 JB1647.The geoid height was determined by GEOID03.
 JB1647
 JB1647;                    North         East     Units Scale Factor Converg.
 JB1647;SPC IL E     -   204,838.622   291,292.816   MT  0.99997593   -0 03 43.8
 JB1647;SPC IL E     -   672,041.38    955,683.18   sFT  0.99997593   -0 03 43.8
 JB1647;UTM  16      - 4,263,625.941   375,048.989   MT  0.99979227   -0 53 33.1
 JB1647
 JB1647                          SUPERSEDED SURVEY CONTROL
 JB1647
 JB1647  NAD 83(1997)-  38 30 44.10812(N)    088 25 59.40289(W) AD(       ) 4
 JB1647  NAD 83(1986)-  38 30 44.11427(N)    088 25 59.40383(W) AD(       ) 4
 JB1647  NAD 27      -  38 30 43.94417(N)    088 25 59.23436(W) AD(       ) 3
 JB1647
 JB1647.Superseded values are not recommended for survey control.
 JB1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1647.See file dsdata.txt to determine how the superseded data were derived.
 JB1647
 JB1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7504963626(NAD 83)
 JB1647_MARKER: 51 = TANK
 JB1647
 JB1647  HISTORY     - Date     Condition        Report By
 JB1647  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1647
 JB1647                          STATION DESCRIPTION
 JB1647
 JB1647'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2326 ***********************************************************************
 LB2326  DESIGNATION -  CISSNA
 LB2326  PID         -  LB2326
 LB2326  STATE/COUNTY-  IL/IROQUOIS
 LB2326  USGS QUAD   -  CISSNA PARK (1986)
 LB2326
 LB2326                         *CURRENT SURVEY CONTROL
 LB2326  ___________________________________________________________________
 LB2326* NAD 83(1997)-  40 32 35.68618(N)    087 53 56.17217(W)     ADJUSTED  
 LB2326* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 LB2326  ___________________________________________________________________
 LB2326  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LB2326  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LB2326
 LB2326  HORZ ORDER  -  SECOND
 LB2326
 LB2326.The horizontal coordinates were established by classical geodetic methods
 LB2326.and adjusted by the National Geodetic Survey in October 1999..
 LB2326
 LB2326.The orthometric height was scaled from a topographic map.
 LB2326
 LB2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2326
 LB2326.The geoid height was determined by GEOID03.
 LB2326
 LB2326;                    North         East     Units Scale Factor Converg.
 LB2326;SPC IL E     -   430,411.458   336,798.309   MT  0.99999166   +0 16 56.5
 LB2326;SPC IL E     - 1,412,108.26  1,104,979.12   sFT  0.99999166   +0 16 56.5
 LB2326;UTM  16      - 4,488,443.247   423,878.069   MT  0.99967132   -0 35 03.7
 LB2326
 LB2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2326!SPC IL E     -   0.99997297  x   0.99999166  =   0.99996463
 LB2326!UTM  16      -   0.99997297  x   0.99967132  =   0.99964430
 LB2326
 LB2326:                Primary Azimuth Mark                     Grid Az
 LB2326:SPC IL E     -  CISSNA PARK MUNICIPAL TANK               009 32 40.1
 LB2326:UTM  16      -  CISSNA PARK MUNICIPAL TANK               010 24 40.3
 LB2326
 LB2326|---------------------------------------------------------------------|
 LB2326| PID    Reference Object                     Distance      Geod. Az  |
 LB2326|                                                           dddmmss.s |
 LB2326| LB2323 CISSNA PARK MUNICIPAL TANK          APPROX. 2.5 KM 0094936.6 |
 LB2326| CM3303 CISSNA RM 1                          26.026 METERS 01955     |
 LB2326| CM3302 CISSNA AZ MK                                       0622257.7 |
 LB2326| CM3304 CISSNA RM 2                          27.481 METERS 27916     |
 LB2326|---------------------------------------------------------------------|
 LB2326
 LB2326                          SUPERSEDED SURVEY CONTROL
 LB2326
 LB2326  NAD 83(1997)-  40 32 35.68657(N)    087 53 56.17349(W) AD(       ) 2
 LB2326  NAD 83(1986)-  40 32 35.69498(N)    087 53 56.17949(W) AD(       ) 2
 LB2326  NAD 27      -  40 32 35.56630(N)    087 53 56.05390(W) AD(       ) 2
 LB2326
 LB2326.Superseded values are not recommended for survey control.
 LB2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2326.See file dsdata.txt to determine how the superseded data were derived.
 LB2326
 LB2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2387888443(NAD 83)
 LB2326_MARKER: DS = TRIANGULATION STATION DISK
 LB2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2326
 LB2326  HISTORY     - Date     Condition        Report By
 LB2326  HISTORY     - 1955     MONUMENTED       CGS
 LB2326  HISTORY     - 1957     GOOD             CGS
 LB2326
 LB2326                          STATION DESCRIPTION
 LB2326
 LB2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2326'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF CISSNA PARK IN A
 LB2326'TRIANGLE FORMED BY THE JUNCTION OF AN EAST-WEST GRAVELED ROAD AND A
 LB2326'SPUR GRAVELED ROAD TO THE SOUTH WITH STATE HIGHWAY 49 AND ON
 LB2326'HIGHWAY RIGHT-OF-WAY.  IT IS 102 FEET EAST OF A POWER LINE POLE, 40
 LB2326'FEET NORTH OF THE CENTER OF STATE HIGHWAY 49 AND 5 FEET NORTH
 LB2326'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 LB2326'STAMPED CISSNA 1955.
 LB2326'
 LB2326'REFERENCE MARK NO. 1 IS 33 FEET NORTHWEST OF A TELEPHONE POLE AND 31
 LB2326'FEET SOUTH OF THE CENTER OF GRAVELED ROAD.  THE MARK IS FLUSH AND
 LB2326'THE DISK IS STAMPED CISSNA NO 1 1955.
 LB2326'
 LB2326'REFERENCE MARK NO. 2 IS 35 FEET EAST OF THE CENTER OF GRAVELED ROAD
 LB2326'AND 18 FEET NORTHEAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND
 LB2326'THE DISK IS STAMPED CISSNA NO 2 1955.
 LB2326'
 LB2326'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF STATE HIGHWAY 49,
 LB2326'17 FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A WHITE WITNESS
 LB2326'POST AND 2 FEET WEST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 LB2326'IS STAMPED CISSNA 1955.
 LB2326'
 LB2326'TO REACH THE STATION FROM THE RAILROAD STATION IN CISSNA PARK, GO
 LB2326'SOUTH ON STATE HIGHWAY 49 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE
 LB2326'EAST SIDE AS DESCRIBED.  CONTINUE SOUTH AND WEST ON HIGHWAY FOR 0.5
 LB2326'MILE TO STATION ON THE WEST SIDE AT POINT IN CURVE OF HIGHWAY AS
 LB2326'DESCRIBED.
 LB2326'
 LB2326'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2326
 LB2326                          STATION RECOVERY (1957)
 LB2326
 LB2326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 LB2326'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 LB2326'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2325 ***********************************************************************
 LB2325  DESIGNATION -  CISSNA PARK GRAIN COAL CO ELEV
 LB2325  PID         -  LB2325
 LB2325  STATE/COUNTY-  IL/IROQUOIS
 LB2325  USGS QUAD   -  CISSNA PARK (1986)
 LB2325
 LB2325                         *CURRENT SURVEY CONTROL
 LB2325  ___________________________________________________________________
 LB2325* NAD 83(1997)-  40 33 51.00399(N)    087 53 49.11763(W)     ADJUSTED  
 LB2325* NAVD 88     -                                                        
 LB2325  ___________________________________________________________________
 LB2325  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LB2325  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LB2325
 LB2325  HORZ ORDER  -  THIRD
 LB2325
 LB2325.The horizontal coordinates were established by classical geodetic methods
 LB2325.and adjusted by the National Geodetic Survey in October 1999..
 LB2325
 LB2325
 LB2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2325
 LB2325.The geoid height was determined by GEOID03.
 LB2325
 LB2325;                    North         East     Units Scale Factor Converg.
 LB2325;SPC IL E     -   432,735.477   336,952.806   MT  0.99999180   +0 17 01.6
 LB2325;SPC IL E     - 1,419,732.98  1,105,486.00   sFT  0.99999180   +0 17 01.6
 LB2325;UTM  16      - 4,490,763.918   424,067.650   MT  0.99967097   -0 34 60.0
 LB2325
 LB2325                          SUPERSEDED SURVEY CONTROL
 LB2325
 LB2325  NAD 83(1997)-  40 33 51.00460(N)    087 53 49.11889(W) AD(       ) 4
 LB2325  NAD 83(1986)-  40 33 51.01281(N)    087 53 49.12487(W) AD(       ) 4
 LB2325  NAD 27      -  40 33 50.88400(N)    087 53 48.99500(W) AD(       ) 3
 LB2325
 LB2325.Superseded values are not recommended for survey control.
 LB2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2325.See file dsdata.txt to determine how the superseded data were derived.
 LB2325
 LB2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2406890764(NAD 83)
 LB2325_MARKER: 65 = GRAIN ELEVATOR
 LB2325
 LB2325  HISTORY     - Date     Condition        Report By
 LB2325  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2325  HISTORY     - 1957     GOOD             CGS
 LB2325
 LB2325                          STATION DESCRIPTION
 LB2325
 LB2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2325'STATION IS A STAFF AT THE CENTER OF THE TOP OF THE ELEVATOR LOCATED
 LB2325'ALONG THE SOUTH SIDE OF THE RAILROAD TRACKS IN THE NORTHWEST SECTION
 LB2325'OF CISSNA PARK.  THE ELEVATOR IS A SQUARE CONCRETE STRUCTURE ABOUT
 LB2325'87 FEET HIGH AND THE STAFF IS A STEEL PIPE EXTENDING ABOUT 3 FEET
 LB2325'ABOVE THE CENTER OF THE TOP.
 LB2325
 LB2325                          STATION RECOVERY (1957)
 LB2325
 LB2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 LB2325'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 LB2325'ADEQUATE WITH THE ADDITION THAT THE NAME IS PAINTED ON THE SIDE OF
 LB2325'THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2323 ***********************************************************************
 LB2323  DESIGNATION -  CISSNA PARK MUNICIPAL TANK
 LB2323  PID         -  LB2323
 LB2323  STATE/COUNTY-  IL/IROQUOIS
 LB2323  USGS QUAD   -  CISSNA PARK (1986)
 LB2323
 LB2323                         *CURRENT SURVEY CONTROL
 LB2323  ___________________________________________________________________
 LB2323* NAD 83(1997)-  40 33 54.33920(N)    087 53 38.30789(W)     ADJUSTED  
 LB2323* NAVD 88     -                                                        
 LB2323  ___________________________________________________________________
 LB2323  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LB2323  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LB2323
 LB2323  HORZ ORDER  -  THIRD
 LB2323
 LB2323.The horizontal coordinates were established by classical geodetic methods
 LB2323.and adjusted by the National Geodetic Survey in October 1999..
 LB2323
 LB2323
 LB2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2323
 LB2323.The geoid height was determined by GEOID03.
 LB2323
 LB2323;                    North         East     Units Scale Factor Converg.
 LB2323;SPC IL E     -   432,839.616   337,206.578   MT  0.99999203   +0 17 08.6
 LB2323;SPC IL E     - 1,420,074.64  1,106,318.58   sFT  0.99999203   +0 17 08.6
 LB2323;UTM  16      - 4,490,864.173   424,322.886   MT  0.99967049   -0 34 53.0
 LB2323
 LB2323                          SUPERSEDED SURVEY CONTROL
 LB2323
 LB2323  NAD 83(1997)-  40 33 54.33963(N)    087 53 38.30926(W) AD(       ) 4
 LB2323  NAD 83(1986)-  40 33 54.34794(N)    087 53 38.31518(W) AD(       ) 4
 LB2323  NAD 27      -  40 33 54.21800(N)    087 53 38.18900(W) AD(       ) 3
 LB2323
 LB2323.Superseded values are not recommended for survey control.
 LB2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2323.See file dsdata.txt to determine how the superseded data were derived.
 LB2323
 LB2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2432390864(NAD 83)
 LB2323_MARKER: 54 = WATER TOWER
 LB2323
 LB2323  HISTORY     - Date     Condition        Report By
 LB2323  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2323  HISTORY     - 1957     GOOD             CGS
 LB2323
 LB2323                          STATION DESCRIPTION
 LB2323
 LB2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2323'LOCATED IN THE NORTHWEST SECTION OF TOWN, ABOUT 1-1/2 BLOCKS
 LB2323'NORTHWEST OF THE CENTER OF TOWN, 1/2 BLOCK NORTHWEST OF THE RAILROAD
 LB2323'STATION AND ON THE WEST SIDE OF STATE HIGHWAY 49.  IT IS A SMALL
 LB2323'WOODEN TANK MOUNTED ON THE TOP OF A ROUND BRICK TOWER.  THE
 LB2323'OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 100 FEET HIGH.  POINT
 LB2323'OBSERVED UPON, FINIAL ON THE APEX OF THE TANK ROOF.
 LB2323'
 LB2323'OBSERVATIONS MADE WITH AN ABNEY HAND LEVEL TO DETERMINE HEIGHT OF
 LB2323'OBJECT.
 LB2323
 LB2323                          STATION RECOVERY (1957)
 LB2323
 LB2323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 LB2323'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 LB2323'ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8959 ***********************************************************************
 DE8959  DESIGNATION -  CLA 01A
 DE8959  PID         -  DE8959
 DE8959  STATE/COUNTY-  IL/CLARK
 DE8959  USGS QUAD   -  ANNAPOLIS (1985)
 DE8959
 DE8959                         *CURRENT SURVEY CONTROL
 DE8959  ___________________________________________________________________
 DE8959* NAD 83(1997)-  39 11 29.10377(N)    087 51 30.11080(W)     ADJUSTED  
 DE8959* NAVD 88     -       173.9    (meters)     571.     (feet)  GPS OBS   
 DE8959  ___________________________________________________________________
 DE8959  X           -     184,982.331 (meters)                     COMP
 DE8959  Y           -  -4,946,578.653 (meters)                     COMP
 DE8959  Z           -   4,008,899.181 (meters)                     COMP
 DE8959  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 DE8959  ELLIP HEIGHT-         141.87  (meters)          (12/06/04) GPS OBS
 DE8959  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DE8959
 DE8959  HORZ ORDER  -  FIRST
 DE8959  ELLP ORDER  -  FOURTH    CLASS I
 DE8959
 DE8959.The horizontal coordinates were established by GPS observations
 DE8959.and adjusted by the National Geodetic Survey in December 2002..
 DE8959
 DE8959.The orthometric height was determined by GPS observations and a
 DE8959.high-resolution geoid model.
 DE8959
 DE8959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8959
 DE8959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8959
 DE8959.The ellipsoidal height was determined by GPS observations
 DE8959.and is referenced to NAD 83.
 DE8959
 DE8959.The geoid height was determined by GEOID03.
 DE8959
 DE8959;                    North         East     Units Scale Factor Converg.
 DE8959;SPC IL E     -   280,335.666   341,032.854   MT  0.99999572   +0 18 00.5
 DE8959;SPC IL E     -   919,734.60  1,118,871.96   sFT  0.99999572   +0 18 00.5
 DE8959;UTM  16      - 4,338,369.653   425,872.866   MT  0.99966766   -0 32 32.8
 DE8959
 DE8959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8959!SPC IL E     -   0.99997774  x   0.99999572  =   0.99997346
 DE8959!UTM  16      -   0.99997774  x   0.99966766  =   0.99964541
 DE8959
 DE8959                          SUPERSEDED SURVEY CONTROL
 DE8959
 DE8959  ELLIP H (12/18/02)  141.88   (m)                       GP(       ) 4 2
 DE8959
 DE8959.Superseded values are not recommended for survey control.
 DE8959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8959.See file dsdata.txt to determine how the superseded data were derived.
 DE8959
 DE8959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2587338370(NAD 83)
 DE8959_MARKER: I = METAL ROD
 DE8959_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8959_STAMPING: CLA-01A
 DE8959_MARK LOGO: ILDT  
 DE8959_PROJECTION: FLUSH
 DE8959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8959+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8959_ROD/PIPE-DEPTH:  6.1 meters
 DE8959_SLEEVE-DEPTH  :  1.1 meters
 DE8959
 DE8959  HISTORY     - Date     Condition        Report By
 DE8959  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8959
 DE8959                          STATION DESCRIPTION
 DE8959
 DE8959'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8959'THE STATION IS LOCATED ABOUT 10.2 MI (16.7 KM ) SOUTH  OF
 DE8959'MARTINSVILLE, 10.4 MI ( 17.0 KM ) SOUTHWEST OF WEST UNION . TO
 DE8959'REACH FROM THE JUNCTION AT THE RAILROAD TRACK  ON MARTINSVILLE
 DE8959'AND ANGLING ROAD, GO SOUTHEAST ON ANGLING ROAD ABOUT 1.4 MI ( 2.3
 DE8959'KM ) TO THE CROSSROAD  800 E COUNTY ROAD, TURN RIGHT  GO SOUTH
 DE8959'ON 800 E COUNTY ROAD ABOUT 6.6 MI ( 10.8 KM ) TO THE CROSSROAD 500 N
 DE8959'COUNTY ROAD, TURN LEFT AND GO EAST ON 500 N COUNTY ROAD  ABOUT
 DE8959'O.2 MI ( 0.3 KM ) TO THE CROSSROAD 820 E COUNTY ROAD, TURN RIGHT GO
 DE8959'SOUTH ON 820 E COUNTY ROAD ABOUT 1.5 MI ( 2.4 KM ) TO THE CROSSROAD
 DE8959'350 N COUNTY ROAD, TURN LEFT GO WEST ON 350 N COUNTY ROAD ABOUT
 DE8959'0.2 MI ( 0.3 KM ) TO THE CROSSROAD  800 E COUNTY ROAD, TURN LEFT GO
 DE8959'SOUTH ON 800 E COUNTY ROAD ABOUT 0.5 MI ( 0.8 KM ) TO THE CROSSROAD
 DE8959'300 N COUNTY ROAD. THE STATION IS ON THE RIGHT,  ON THE NORTHWEST
 DE8959'CORNER AT THE CROSSROAD.  IT IS  31.0   FT WEST  OF THE CENTER OF
 DE8959'THE 800 E COUNTY ROAD,  25.0  FT NORTH  OF THE CENTER OF THE 300 N
 DE8959'COUNTY ROAD, 8.0 FT NORTHWEST OF THE METAL CABLE BOX, 1.5 FT
 DE8959'SOUTH OF THE FIBERGLASS WITNESS  POST ..  NOTE-- ACCESS TO THE
 DE8959'STATION  POINT IS THROUGH  A  6 - INCH   ACCESS  COVER.
 DE8959' 
 DE8959' 
 DE8959' 
 DE8959' 
 DE8959' 
 DE8959' 
 DE8959'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8961 ***********************************************************************
 DE8961  DESIGNATION -  CLA 01B
 DE8961  PID         -  DE8961
 DE8961  STATE/COUNTY-  IL/CLARK
 DE8961  USGS QUAD   -  ANNAPOLIS (1985)
 DE8961
 DE8961                         *CURRENT SURVEY CONTROL
 DE8961  ___________________________________________________________________
 DE8961* NAD 83(1997)-  39 11 27.99284(N)    087 51 50.99346(W)     ADJUSTED  
 DE8961* NAVD 88     -       173.6    (meters)     570.     (feet)  GPS OBS   
 DE8961  ___________________________________________________________________
 DE8961  X           -     184,482.328 (meters)                     COMP
 DE8961  Y           -  -4,946,618.788 (meters)                     COMP
 DE8961  Z           -   4,008,872.464 (meters)                     COMP
 DE8961  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DE8961  ELLIP HEIGHT-         141.61  (meters)          (12/06/04) GPS OBS
 DE8961  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DE8961
 DE8961  HORZ ORDER  -  FIRST
 DE8961  ELLP ORDER  -  FOURTH    CLASS I
 DE8961
 DE8961.The horizontal coordinates were established by GPS observations
 DE8961.and adjusted by the National Geodetic Survey in December 2002..
 DE8961
 DE8961.The orthometric height was determined by GPS observations and a
 DE8961.high-resolution geoid model.
 DE8961
 DE8961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8961
 DE8961.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8961
 DE8961.The ellipsoidal height was determined by GPS observations
 DE8961.and is referenced to NAD 83.
 DE8961
 DE8961.The geoid height was determined by GEOID03.
 DE8961
 DE8961;                    North         East     Units Scale Factor Converg.
 DE8961;SPC IL E     -   280,298.798   340,531.900   MT  0.99999522   +0 17 47.3
 DE8961;SPC IL E     -   919,613.64  1,117,228.41   sFT  0.99999522   +0 17 47.3
 DE8961;UTM  16      - 4,338,340.165   425,371.588   MT  0.99966857   -0 32 46.0
 DE8961
 DE8961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8961!SPC IL E     -   0.99997778  x   0.99999522  =   0.99997300
 DE8961!UTM  16      -   0.99997778  x   0.99966857  =   0.99964636
 DE8961
 DE8961                          SUPERSEDED SURVEY CONTROL
 DE8961
 DE8961  ELLIP H (12/18/02)  141.62   (m)                       GP(       ) 4 2
 DE8961
 DE8961.Superseded values are not recommended for survey control.
 DE8961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8961.See file dsdata.txt to determine how the superseded data were derived.
 DE8961
 DE8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2537238340(NAD 83)
 DE8961_MARKER: I = METAL ROD
 DE8961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8961_STAMPING: CLA-01B
 DE8961_MARK LOGO: ILDT  
 DE8961_PROJECTION: FLUSH
 DE8961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8961+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8961_ROD/PIPE-DEPTH:  3.7 meters
 DE8961_SLEEVE-DEPTH  :  1.1 meters
 DE8961
 DE8961  HISTORY     - Date     Condition        Report By
 DE8961  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8961
 DE8961                          STATION DESCRIPTION
 DE8961
 DE8961'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8961'THE STATION IS LOCATED ABOUT 10.2 MI (16.7 KM ) SOUTH  OF
 DE8961'MARTINSVILLE, 10.7 MI ( 17.5 KM ) SOUTHWEST OF WEST UNION . TO
 DE8961'REACH FROM THE JUNCTION AT THE RAILROAD TRACK  ON MARTINSVILLE
 DE8961'AND ANGLING ROAD, GO SOUTHEAST ON ANGLING ROAD ABOUT 1.4 MI ( 2.3
 DE8961'KM ) TO THE CROSSROAD  800 E COUNTY ROAD, TURN RIGHT GO SOUTH
 DE8961'ON 800 E COUNTY ROAD ABOUT 6.6 MI ( 10.8 KM ) TO THE CROSSROAD 500 N
 DE8961'COUNTY ROAD, TURN LEFT AND GO EAST ON 500 N COUNTY ROAD  ABOUT
 DE8961'O.2 MI ( 0.3 KM ) TO THE CROSSROAD 820 E COUNTY ROAD, TURN RIGHT GO
 DE8961'SOUTH ON 820 E COUNTY ROAD ABOUT 1.5 MI ( 2.4 KM ) TO THE CROSSROAD
 DE8961'350 N COUNTY ROAD, TURN LEFT GO WEST ON 350 N COUNTY ROAD ABOUT
 DE8961'0.2 MI ( 0.3 KM ) TO THE CROSSROAD  800 E COUNTY ROAD, TURN LEFT GO
 DE8961'SOUTH ON 800 E COUNTY ROAD ABOUT 0.5 MI ( 0.8 KM ) TO THE CROSSROAD
 DE8961'300 N COUNTY ROAD, TURN RIGHT GO WEST ON 300 N COUNTY ROAD ABOUT
 DE8961'0.3 MI ( 0.5 KM )  THE STATION IS ON THE LEFT.   IT IS  23.0   FT
 DE8961'SOUTH  OF THE
 DE8961'CENTER OF  THE  300 N COUNTY ROAD, 2.0 FT NORTH OF THE EDGE OF FIELD
 DE8961', 1.5 FT NORTH OF THE FIBERGLASS WITNESS  POST. NOTE-- ACCESS TO THE
 DE8961'STATION  POINT IS THROUGH  A  6 - INCH   ACCESS  COVER.
 DE8961' 
 DE8961' 
 DE8961' 
 DE8961'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8951 ***********************************************************************
 DE8951  DESIGNATION -  CLA 02A
 DE8951  PID         -  DE8951
 DE8951  STATE/COUNTY-  IL/CLARK
 DE8951  USGS QUAD   -  CLARK CENTER (1984)
 DE8951
 DE8951                         *CURRENT SURVEY CONTROL
 DE8951  ___________________________________________________________________
 DE8951* NAD 83(1997)-  39 15 50.43286(N)    087 47 06.90017(W)     ADJUSTED  
 DE8951* NAVD 88     -       179.2    (meters)     588.     (feet)  GPS OBS   
 DE8951  ___________________________________________________________________
 DE8951  X           -     191,097.607 (meters)                     COMP
 DE8951  Y           -  -4,941,249.691 (meters)                     COMP
 DE8951  Z           -   4,015,145.491 (meters)                     COMP
 DE8951  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DE8951  ELLIP HEIGHT-         147.07  (meters)          (12/06/04) GPS OBS
 DE8951  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE8951
 DE8951  HORZ ORDER  -  FIRST
 DE8951  ELLP ORDER  -  FOURTH    CLASS I
 DE8951
 DE8951.The horizontal coordinates were established by GPS observations
 DE8951.and adjusted by the National Geodetic Survey in December 2002..
 DE8951
 DE8951.The orthometric height was determined by GPS observations and a
 DE8951.high-resolution geoid model.
 DE8951
 DE8951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8951
 DE8951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8951
 DE8951.The ellipsoidal height was determined by GPS observations
 DE8951.and is referenced to NAD 83.
 DE8951
 DE8951.The geoid height was determined by GEOID03.
 DE8951
 DE8951;                    North         East     Units Scale Factor Converg.
 DE8951;SPC IL E     -   288,430.261   347,300.501   MT  1.00000254   +0 20 48.8
 DE8951;SPC IL E     -   946,291.61  1,139,435.06   sFT  1.00000254   +0 20 48.8
 DE8951;UTM  16      - 4,346,368.436   432,256.807   MT  0.99965650   -0 29 49.2
 DE8951
 DE8951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8951!SPC IL E     -   0.99997693  x   1.00000254  =   0.99997947
 DE8951!UTM  16      -   0.99997693  x   0.99965650  =   0.99963343
 DE8951
 DE8951                          SUPERSEDED SURVEY CONTROL
 DE8951
 DE8951  ELLIP H (12/18/02)  147.09   (m)                       GP(       ) 4 2
 DE8951
 DE8951.Superseded values are not recommended for survey control.
 DE8951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8951.See file dsdata.txt to determine how the superseded data were derived.
 DE8951
 DE8951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ3225746368(NAD 83)
 DE8951_MARKER: I = METAL ROD
 DE8951_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8951_STAMPING: CLA-02A
 DE8951_MARK LOGO: ILDT  
 DE8951_PROJECTION: FLUSH
 DE8951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8951+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8951_ROD/PIPE-DEPTH:  3.7 meters
 DE8951_SLEEVE-DEPTH  :  1.1 meters
 DE8951
 DE8951  HISTORY     - Date     Condition        Report By
 DE8951  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8951
 DE8951                          STATION DESCRIPTION
 DE8951
 DE8951'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8951'THE STATION IS LOCATED ABOUT 10.2 MI (16.7 KM ) SOUTHWEST  OF
 DE8951'MARSHALL , 7.2  MI ( 11.8 KM ) SOUTHEAST OF MARTINSVILLE, 7.1 MI (
 DE8951'11.6 KM )
 DE8951'NORTHWEST OF WEST UNION. TO REACH FROM THE JUNCTION AT THE
 DE8951'RAILROAD TRACK  ON MARTINSVILLE AND ANGLING ROAD, GO SOUTHEAST
 DE8951'ON ANGLING ROAD ABOUT 6.9  MI ( 11.3 KM ) TO THE CROSSROAD  1200 E
 DE8951'COUNTY ROAD,   THE STATION IS ON THE RIGHT,  ON THE SOUTHEAST
 DE8951'CORNER AT THE CROSSROAD.  IT IS  44.0   FT SOUTH  OF THE CENTER OF
 DE8951'THE ANGLING ROAD, 36.5  FT EAST  OF THE CENTER OF THE 1200 E
 DE8951'COUNTY ROAD, 11.2 FT SOUTH EAST  OF THE SIGN POLE ( MELROSE CHURCH
 DE8951'GOD  4 MILES ), 2.0 FT EAST OF THE FIBERGLASS WITNESS  POST .  NOTE--
 DE8951'ACCESS TO THE STATION  POINT IS THROUGH  A  6 - INCH   ACCESS  COVER.
 DE8951' 
 DE8951' 
 DE8951' 
 DE8951' 
 DE8951' 
 DE8951' 
 DE8951' 
 DE8951' 
 DE8951'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8955 ***********************************************************************
 DE8955  DESIGNATION -  CLA 02B
 DE8955  PID         -  DE8955
 DE8955  STATE/COUNTY-  IL/CLARK
 DE8955  USGS QUAD   -  CLARK CENTER (1984)
 DE8955
 DE8955                         *CURRENT SURVEY CONTROL
 DE8955  ___________________________________________________________________
 DE8955* NAD 83(1997)-  39 15 40.09017(N)    087 46 50.70089(W)     ADJUSTED  
 DE8955* NAVD 88     -       179.9    (meters)     590.     (feet)  GPS OBS   
 DE8955  ___________________________________________________________________
 DE8955  X           -     191,493.514 (meters)                     COMP
 DE8955  Y           -  -4,941,436.970 (meters)                     COMP
 DE8955  Z           -   4,014,899.012 (meters)                     COMP
 DE8955  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 DE8955  ELLIP HEIGHT-         147.83  (meters)          (12/06/04) GPS OBS
 DE8955  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE8955
 DE8955  HORZ ORDER  -  FIRST
 DE8955  ELLP ORDER  -  FOURTH    CLASS I
 DE8955
 DE8955.The horizontal coordinates were established by GPS observations
 DE8955.and adjusted by the National Geodetic Survey in December 2002..
 DE8955
 DE8955.The orthometric height was determined by GPS observations and a
 DE8955.high-resolution geoid model.
 DE8955
 DE8955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8955
 DE8955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8955
 DE8955.The ellipsoidal height was determined by GPS observations
 DE8955.and is referenced to NAD 83.
 DE8955
 DE8955.The geoid height was determined by GEOID03.
 DE8955
 DE8955;                    North         East     Units Scale Factor Converg.
 DE8955;SPC IL E     -   288,113.668   347,690.790   MT  1.00000299   +0 20 59.0
 DE8955;SPC IL E     -   945,252.93  1,140,715.53   sFT  1.00000299   +0 20 59.0
 DE8955;UTM  16      - 4,346,046.241   432,642.258   MT  0.99965586   -0 29 38.8
 DE8955
 DE8955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8955!SPC IL E     -   0.99997681  x   1.00000299  =   0.99997980
 DE8955!UTM  16      -   0.99997681  x   0.99965586  =   0.99963268
 DE8955
 DE8955                          SUPERSEDED SURVEY CONTROL
 DE8955
 DE8955  ELLIP H (12/18/02)  147.84   (m)                       GP(       ) 4 2
 DE8955
 DE8955.Superseded values are not recommended for survey control.
 DE8955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8955.See file dsdata.txt to determine how the superseded data were derived.
 DE8955
 DE8955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ3264246046(NAD 83)
 DE8955_MARKER: I = METAL ROD
 DE8955_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8955_STAMPING: CLA-02B
 DE8955_MARK LOGO: ILDT  
 DE8955_PROJECTION: FLUSH
 DE8955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8955+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8955_ROD/PIPE-DEPTH:  3.7 meters
 DE8955_SLEEVE-DEPTH  :  1.1 meters
 DE8955
 DE8955  HISTORY     - Date     Condition        Report By
 DE8955  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8955
 DE8955                          STATION DESCRIPTION
 DE8955
 DE8955'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8955'THE STATION IS LOCATED ABOUT 10.2 MI (16.7 KM ) SOUTHWEST  OF
 DE8955'MARSHALL , 7.5  MI ( 11.8 KM ) SOUTHEAST OF MARTINSVILLE, 6.8 MI (
 DE8955'11.1 KM )
 DE8955'NORTHWEST OF WEST UNION. TO REACH FROM THE JUNCTION AT THE
 DE8955'RAILROAD TRACK  ON MARTINSVILLE AND ANGLING ROAD, GO SOUTHEAST
 DE8955'ON ANGLING ROAD ABOUT 7.2  MI ( 11.8  KM ) TO THE CROSSROAD  1200 E
 DE8955'COUNTY ROAD,  CONTINUE SOUTHEAST ON ANGLING ROAD ABOUT 0.3 MI (
 DE8955'0.5 KM ) ,  THE STATION IS ON THE LEFT .   IT IS  38.0   FT NORTH OF
 DE8955'THE
 DE8955'CENTER OF  THE ANGLING ROAD, 3.5  FT SOUTH  OF THE EDGE OF FIELD, 2.0
 DE8955'FT SOUTHWEST OF THE FIBERGLASS WITNESS  POST. NOTE-- ACCESS TO
 DE8955'THE STATION  POINT IS THROUGH  A  6 - INCH   ACCESS  COVER.
 DE8955' 
 DE8955' 
 DE8955' 
 DE8955' 
 DE8955' 
 DE8955' 
 DE8955'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8950 ***********************************************************************
 DE8950  DESIGNATION -  CLA 03A
 DE8950  PID         -  DE8950
 DE8950  STATE/COUNTY-  IL/CLARK
 DE8950  USGS QUAD   -  CLARK CENTER (1984)
 DE8950
 DE8950                         *CURRENT SURVEY CONTROL
 DE8950  ___________________________________________________________________
 DE8950* NAD 83(1997)-  39 20 50.37984(N)    087 50 06.17474(W)     ADJUSTED  
 DE8950* NAVD 88     -       195.8    (meters)     642.     (feet)  GPS OBS   
 DE8950  ___________________________________________________________________
 DE8950  X           -     186,581.988 (meters)                     COMP
 DE8950  Y           -  -4,935,571.275 (meters)                     COMP
 DE8950  Z           -   4,022,313.777 (meters)                     COMP
 DE8950  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DE8950  ELLIP HEIGHT-         163.74  (meters)          (12/06/04) GPS OBS
 DE8950  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE8950
 DE8950  HORZ ORDER  -  FIRST
 DE8950  ELLP ORDER  -  FOURTH    CLASS I
 DE8950
 DE8950.The horizontal coordinates were established by GPS observations
 DE8950.and adjusted by the National Geodetic Survey in December 2002..
 DE8950
 DE8950.The orthometric height was determined by GPS observations and a
 DE8950.high-resolution geoid model.
 DE8950
 DE8950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8950
 DE8950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8950
 DE8950.The ellipsoidal height was determined by GPS observations
 DE8950.and is referenced to NAD 83.
 DE8950
 DE8950.The geoid height was determined by GEOID03.
 DE8950
 DE8950;                    North         East     Units Scale Factor Converg.
 DE8950;SPC IL E     -   297,655.404   342,951.826   MT  0.99999771   +0 18 57.3
 DE8950;SPC IL E     -   976,557.77  1,125,167.78   sFT  0.99999771   +0 18 57.3
 DE8950;UTM  16      - 4,355,653.522   428,046.026   MT  0.99966375   -0 31 46.1
 DE8950
 DE8950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8950!SPC IL E     -   0.99997431  x   0.99999771  =   0.99997202
 DE8950!UTM  16      -   0.99997431  x   0.99966375  =   0.99963807
 DE8950
 DE8950                          SUPERSEDED SURVEY CONTROL
 DE8950
 DE8950  ELLIP H (12/18/02)  163.75   (m)                       GP(       ) 4 2
 DE8950
 DE8950.Superseded values are not recommended for survey control.
 DE8950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8950.See file dsdata.txt to determine how the superseded data were derived.
 DE8950
 DE8950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2804655654(NAD 83)
 DE8950_MARKER: I = METAL ROD
 DE8950_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8950_STAMPING: CLA-03A
 DE8950_MARK LOGO: ILDT  
 DE8950_PROJECTION: FLUSH
 DE8950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8950+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8950_ROD/PIPE-DEPTH:  3.7 meters
 DE8950_SLEEVE-DEPTH  :  1.1 meters
 DE8950
 DE8950  HISTORY     - Date     Condition        Report By
 DE8950  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8950
 DE8950                          STATION DESCRIPTION
 DE8950
 DE8950'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8950'THE STATION IS LOCATED ABOUT 2.6 MI (4.2  KM ) EAST   OF MARTINSVILLE
 DE8950',
 DE8950'8.1  MI ( 13.2 KM ) SOUTHWEST  OF MARSHALL.  TO REACH FROM THE
 DE8950'JUNCTION AT THE U.S.ROUTE 40  AND 700 E COUNTY ROAD AT
 DE8950'MARTINSVILLE, GO EAST ON U.S. ROUTE 40 ABOUT 2.7 MI ( 4.4 KM ) TO THE
 DE8950'CROSSROAD  950 E COUNTY ROAD ( CLINE ORCHARD RD. ) ,  THE STATION IS
 DE8950'ON THE LEFT ,  ON THE NORTHWEST  CORNER AT THE CROSSROAD.  IT IS
 DE8950'51.5  FT NORTH  OF THE CENTER OF THE U.S.ROUTE 40 , 64.0   FT WEST  OF
 DE8950'THE CENTER OF THE 950 E COUNTY ROAD ( CLINE ORCHARD RD. ) , 38 FT
 DE8950'SOUTHEAST  OF THE EDGE OF FIELD, 2.0 FT SOUTH OF THE FIBERGLASS
 DE8950'WITNESS  POST  .  NOTE-- ACCESS TO THE STATION  POINT IS THROUGH  A  6
 DE8950'- INCH   ACCESS  COVER.
 DE8950' 
 DE8950' 
 DE8950' 
 DE8950'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8962 ***********************************************************************
 DE8962  DESIGNATION -  CLA 03B
 DE8962  PID         -  DE8962
 DE8962  STATE/COUNTY-  IL/CLARK
 DE8962  USGS QUAD   -  CLARK CENTER (1984)
 DE8962
 DE8962                         *CURRENT SURVEY CONTROL
 DE8962  ___________________________________________________________________
 DE8962* NAD 83(1997)-  39 20 56.17243(N)    087 49 46.63592(W)     ADJUSTED  
 DE8962* NAVD 88     -       194.8    (meters)     639.     (feet)  GPS OBS   
 DE8962  ___________________________________________________________________
 DE8962  X           -     187,045.199 (meters)                     COMP
 DE8962  Y           -  -4,935,439.597 (meters)                     COMP
 DE8962  Z           -   4,022,451.272 (meters)                     COMP
 DE8962  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DE8962  ELLIP HEIGHT-         162.71  (meters)          (12/06/04) GPS OBS
 DE8962  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE8962
 DE8962  HORZ ORDER  -  FIRST
 DE8962  ELLP ORDER  -  FOURTH    CLASS I
 DE8962
 DE8962.The horizontal coordinates were established by GPS observations
 DE8962.and adjusted by the National Geodetic Survey in December 2002..
 DE8962
 DE8962.The orthometric height was determined by GPS observations and a
 DE8962.high-resolution geoid model.
 DE8962
 DE8962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8962
 DE8962.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8962
 DE8962.The ellipsoidal height was determined by GPS observations
 DE8962.and is referenced to NAD 83.
 DE8962
 DE8962.The geoid height was determined by GEOID03.
 DE8962
 DE8962;                    North         East     Units Scale Factor Converg.
 DE8962;SPC IL E     -   297,836.635   343,418.675   MT  0.99999820   +0 19 09.8
 DE8962;SPC IL E     -   977,152.36  1,126,699.44   sFT  0.99999820   +0 19 09.8
 DE8962;UTM  16      - 4,355,827.787   428,515.341   MT  0.99966292   -0 31 33.7
 DE8962
 DE8962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8962!SPC IL E     -   0.99997447  x   0.99999820  =   0.99997267
 DE8962!UTM  16      -   0.99997447  x   0.99966292  =   0.99963740
 DE8962
 DE8962                          SUPERSEDED SURVEY CONTROL
 DE8962
 DE8962  ELLIP H (12/18/02)  162.72   (m)                       GP(       ) 4 2
 DE8962
 DE8962.Superseded values are not recommended for survey control.
 DE8962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8962.See file dsdata.txt to determine how the superseded data were derived.
 DE8962
 DE8962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2851555828(NAD 83)
 DE8962_MARKER: I = METAL ROD
 DE8962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8962_STAMPING: CLA-03B
 DE8962_MARK LOGO: ILDT  
 DE8962_PROJECTION: FLUSH
 DE8962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8962+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8962_ROD/PIPE-DEPTH:  3.7 meters
 DE8962_SLEEVE-DEPTH  :  1.1 meters
 DE8962
 DE8962  HISTORY     - Date     Condition        Report By
 DE8962  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8962
 DE8962                          STATION DESCRIPTION
 DE8962
 DE8962'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8962'THE STATION IS LOCATED ABOUT 2.9 MI (4.7  KM ) EAST   OF MARTINSVILLE
 DE8962',
 DE8962'7.9  MI ( 12.9 KM ) SOUTHWEST  OF MARSHALL.  TO REACH FROM THE
 DE8962'JUNCTION AT THE U.S.ROUTE 40  AND 700 E COUNTY ROAD AT
 DE8962'MARTINSVILLE, GO EAST ON U.S. ROUTE 40 ABOUT 2.7 MI ( 4.4 KM ) TO THE
 DE8962'CROSSROAD 950 E COUNTY ROAD ( CLINE ORCHARD RD. ) , CONTINUE EAST
 DE8962'ON U.S ROUTE 40 ABOUT 0.3 MI ( 0.5 KM ) ,  THE STATION IS ON THE LEFT
 DE8962'.  IT
 DE8962'IS  56.5  FT NORTH  OF THE CENTER OF THE U.S.ROUTE 40 ,  10.0   FT
 DE8962'SOUTH
 DE8962'OF THE EDGE OF FIELD, 60.0 FT SOUTHWEST OF THE UTILITY POLE , 2.0 FT
 DE8962'SOUTH OF THE FIBERGLASS WITNESS  POST .  NOTE-- ACCESS TO THE
 DE8962'STATION  POINT IS THROUGH  A  6 - INCH   ACCESS  COVER.
 DE8962' 
 DE8962' 
 DE8962' 
 DE8962'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8932 ***********************************************************************
 DE8932  DESIGNATION -  CLA 04A
 DE8932  PID         -  DE8932
 DE8932  STATE/COUNTY-  IL/CLARK
 DE8932  USGS QUAD   -  CLARKSVILLE (1984)
 DE8932
 DE8932                         *CURRENT SURVEY CONTROL
 DE8932  ___________________________________________________________________
 DE8932* NAD 83(1997)-  39 27 24.07235(N)    087 52 17.01621(W)     ADJUSTED  
 DE8932* NAVD 88     -       204.9    (meters)     672.     (feet)  GPS OBS   
 DE8932  ___________________________________________________________________
 DE8932  X           -     183,165.135 (meters)                     COMP
 DE8932  Y           -  -4,927,993.944 (meters)                     COMP
 DE8932  Z           -   4,031,701.587 (meters)                     COMP
 DE8932  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DE8932  ELLIP HEIGHT-         172.84  (meters)          (12/06/04) GPS OBS
 DE8932  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE8932
 DE8932  HORZ ORDER  -  FIRST
 DE8932  ELLP ORDER  -  FOURTH    CLASS I
 DE8932
 DE8932.The horizontal coordinates were established by GPS observations
 DE8932.and adjusted by the National Geodetic Survey in December 2002..
 DE8932
 DE8932.The orthometric height was determined by GPS observations and a
 DE8932.high-resolution geoid model.
 DE8932
 DE8932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8932
 DE8932.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8932
 DE8932.The ellipsoidal height was determined by GPS observations
 DE8932.and is referenced to NAD 83.
 DE8932
 DE8932.The geoid height was determined by GEOID03.
 DE8932
 DE8932;                    North         East     Units Scale Factor Converg.
 DE8932;SPC IL E     -   309,779.918   339,756.774   MT  0.99999445   +0 17 36.8
 DE8932;SPC IL E     - 1,016,336.28  1,114,685.35   sFT  0.99999445   +0 17 36.8
 DE8932;UTM  16      - 4,367,819.898   425,031.413   MT  0.99966920   -0 33 13.6
 DE8932
 DE8932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8932!SPC IL E     -   0.99997288  x   0.99999445  =   0.99996733
 DE8932!UTM  16      -   0.99997288  x   0.99966920  =   0.99964209
 DE8932
 DE8932                          SUPERSEDED SURVEY CONTROL
 DE8932
 DE8932  ELLIP H (12/18/02)  172.85   (m)                       GP(       ) 4 2
 DE8932
 DE8932.Superseded values are not recommended for survey control.
 DE8932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8932.See file dsdata.txt to determine how the superseded data were derived.
 DE8932
 DE8932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2503167820(NAD 83)
 DE8932_MARKER: I = METAL ROD
 DE8932_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8932_STAMPING: CLA-04A
 DE8932_MARK LOGO: ILDT  
 DE8932_PROJECTION: FLUSH
 DE8932_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8932+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8932_ROD/PIPE-DEPTH:  6.1 meters
 DE8932_SLEEVE-DEPTH  :  1.1 meters
 DE8932
 DE8932  HISTORY     - Date     Condition        Report By
 DE8932  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8932
 DE8932                          STATION DESCRIPTION
 DE8932
 DE8932'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8932'THE STATION IS LOCATED ABOUT 6.9 MI (11.3  KM ) EAST   OF WESTFIELD ,
 DE8932'7.6  MI ( 12.4 KM ) SOUTHEAST  OF KANSAS.  TO REACH FROM THE
 DE8932'JUNCTION AT THE STATE ROUTE 49  AND CLARKSVILLE ROAD AT WESTFIELD
 DE8932', GO EAST ON CLARKSVILLE  ROAD ABOUT 6.3 MI ( 10.3 KM )  TO THE
 DE8932'CROSSROAD  780 E COUNTY ROAD ( BLUEGRASS ROAD ) ,  THE STATION IS
 DE8932'ON THE RIGHT  AT THE SOUTHEAST CORNER AT THE CROSSROAD.   IT IS
 DE8932'41.6  FT SOUTH  OF THE CENTER OF THE CLARKSVILLE ROAD,   36.0   FT
 DE8932'WEST
 DE8932'OF THE 780 E COUNTY ROAD ( BLUEGRASS ROAD ), 18.0 FT NORTHWEST OF
 DE8932'THE EDGE OF FIELD, 12.0  FT SOUTHWEST OF THE METAL CABLE BOX, 1.5 FT
 DE8932'NORTH OF THE FIBERGLASS WITNESS  POST . NOTE-- ACCESS TO THE
 DE8932'STATION  POINT IS THROUGH  A  6 - INCH   ACCESS COVER.
 DE8932' 
 DE8932' 
 DE8932' 
 DE8932' 
 DE8932'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8930 ***********************************************************************
 DE8930  DESIGNATION -  CLA 04B
 DE8930  PID         -  DE8930
 DE8930  STATE/COUNTY-  IL/CLARK
 DE8930  USGS QUAD   -  CLARKSVILLE (1984)
 DE8930
 DE8930                         *CURRENT SURVEY CONTROL
 DE8930  ___________________________________________________________________
 DE8930* NAD 83(1997)-  39 27 21.42547(N)    087 51 56.60480(W)     ADJUSTED  
 DE8930* NAVD 88     -       207.4    (meters)     680.     (feet)  GPS OBS   
 DE8930  ___________________________________________________________________
 DE8930  X           -     183,654.798 (meters)                     COMP
 DE8930  Y           -  -4,928,029.556 (meters)                     COMP
 DE8930  Z           -   4,031,640.140 (meters)                     COMP
 DE8930  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DE8930  ELLIP HEIGHT-         175.33  (meters)          (12/06/04) GPS OBS
 DE8930  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE8930
 DE8930  HORZ ORDER  -  FIRST
 DE8930  ELLP ORDER  -  FOURTH    CLASS I
 DE8930
 DE8930.The horizontal coordinates were established by GPS observations
 DE8930.and adjusted by the National Geodetic Survey in December 2002..
 DE8930
 DE8930.The orthometric height was determined by GPS observations and a
 DE8930.high-resolution geoid model.
 DE8930
 DE8930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8930
 DE8930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8930
 DE8930.The ellipsoidal height was determined by GPS observations
 DE8930.and is referenced to NAD 83.
 DE8930
 DE8930.The geoid height was determined by GEOID03.
 DE8930
 DE8930;                    North         East     Units Scale Factor Converg.
 DE8930;SPC IL E     -   309,700.805   340,245.172   MT  0.99999493   +0 17 49.8
 DE8930;SPC IL E     - 1,016,076.72  1,116,287.70   sFT  0.99999493   +0 17 49.8
 DE8930;UTM  16      - 4,367,733.599   425,518.429   MT  0.99966830   -0 33 00.6
 DE8930
 DE8930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8930!SPC IL E     -   0.99997249  x   0.99999493  =   0.99996742
 DE8930!UTM  16      -   0.99997249  x   0.99966830  =   0.99964080
 DE8930
 DE8930                          SUPERSEDED SURVEY CONTROL
 DE8930
 DE8930  ELLIP H (12/18/02)  175.33   (m)                       GP(       ) 4 2
 DE8930
 DE8930.Superseded values are not recommended for survey control.
 DE8930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8930.See file dsdata.txt to determine how the superseded data were derived.
 DE8930
 DE8930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2551867734(NAD 83)
 DE8930_MARKER: I = METAL ROD
 DE8930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8930_STAMPING: CLA-04B
 DE8930_MARK LOGO: ILDT  
 DE8930_PROJECTION: FLUSH
 DE8930_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8930+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8930_ROD/PIPE-DEPTH:  3.7 meters
 DE8930_SLEEVE-DEPTH  :  1.1 meters
 DE8930
 DE8930  HISTORY     - Date     Condition        Report By
 DE8930  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8930
 DE8930                          STATION DESCRIPTION
 DE8930
 DE8930'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8930'THE STATION IS LOCATED ABOUT 7.1 MI (11.6  KM ) EAST   OF WESTFIELD ,
 DE8930'7.8  MI ( 12.8 KM ) SOUTHEAST  OF KANSAS.  TO REACH FROM THE
 DE8930'JUNCTION AT THE STATE ROUTE 49  AND CLARKSVILLE ROAD AT WESTFIELD
 DE8930', GO EAST ON CLARKSVILLE  ROAD ABOUT 6.3 MI ( 10.3 KM )  TO THE
 DE8930'CROSSROAD  780 E COUNTY ROAD ( BLUEGRASS ROAD ) ,  CONTINUE
 DE8930'EAST ON CLARKSVILLE ROAD ABOUT 0.3 MI ( 0.5 KM ) THE STATION IS
 DE8930'ON THE RIGHT.  IT IS  37.0  FT SOUTH  OF THE CENTER OF THE CLARKSVILLE
 DE8930'ROAD,   3.0   FT NORTH OF THE EDGE OF FIELD, 1.5 FT NORTH OF THE
 DE8930'FIBERGLASS WITNESS  POST. NOTE-- ACCESS TO THE STATION  POINT IS
 DE8930'THROUGH  A  6 - INCH   ACCESS  COVER.
 DE8930' 
 DE8930' 
 DE8930' 
 DE8930'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8934 ***********************************************************************
 DE8934  DESIGNATION -  CLA 05A
 DE8934  PID         -  DE8934
 DE8934  STATE/COUNTY-  IL/CLARK
 DE8934  USGS QUAD   -  WESTFIELD EAST (1984)
 DE8934
 DE8934                         *CURRENT SURVEY CONTROL
 DE8934  ___________________________________________________________________
 DE8934* NAD 83(1997)-  39 28 12.11962(N)    087 59 11.20279(W)     ADJUSTED  
 DE8934* NAVD 88     -       224.0    (meters)     735.     (feet)  GPS OBS   
 DE8934  ___________________________________________________________________
 DE8934  X           -     173,236.625 (meters)                     COMP
 DE8934  Y           -  -4,927,425.357 (meters)                     COMP
 DE8934  Z           -   4,032,857.786 (meters)                     COMP
 DE8934  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DE8934  ELLIP HEIGHT-         192.01  (meters)          (12/06/04) GPS OBS
 DE8934  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE8934
 DE8934  HORZ ORDER  -  FIRST
 DE8934  ELLP ORDER  -  FOURTH    CLASS I
 DE8934
 DE8934.The horizontal coordinates were established by GPS observations
 DE8934.and adjusted by the National Geodetic Survey in December 2002..
 DE8934
 DE8934.The orthometric height was determined by GPS observations and a
 DE8934.high-resolution geoid model.
 DE8934
 DE8934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8934
 DE8934.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8934
 DE8934.The ellipsoidal height was determined by GPS observations
 DE8934.and is referenced to NAD 83.
 DE8934
 DE8934.The geoid height was determined by GEOID03.
 DE8934
 DE8934;                    North         East     Units Scale Factor Converg.
 DE8934;SPC IL E     -   311,217.252   329,849.130   MT  0.99998597   +0 13 13.8
 DE8934;SPC IL E     - 1,021,051.93  1,082,180.02   sFT  0.99998597   +0 13 13.8
 DE8934;UTM  16      - 4,369,403.124   415,149.190   MT  0.99968864   -0 37 37.5
 DE8934
 DE8934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8934!SPC IL E     -   0.99996988  x   0.99998597  =   0.99995585
 DE8934!UTM  16      -   0.99996988  x   0.99968864  =   0.99965853
 DE8934
 DE8934                          SUPERSEDED SURVEY CONTROL
 DE8934
 DE8934  ELLIP H (12/18/02)  192.01   (m)                       GP(       ) 4 2
 DE8934
 DE8934.Superseded values are not recommended for survey control.
 DE8934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8934.See file dsdata.txt to determine how the superseded data were derived.
 DE8934
 DE8934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1514969403(NAD 83)
 DE8934_MARKER: I = METAL ROD
 DE8934_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8934_STAMPING: CLA-05A
 DE8934_MARK LOGO: ILDT  
 DE8934_PROJECTION: FLUSH
 DE8934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8934+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8934_ROD/PIPE-DEPTH:  3.7 meters
 DE8934_SLEEVE-DEPTH  :  1.1 meters
 DE8934
 DE8934  HISTORY     - Date     Condition        Report By
 DE8934  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8934
 DE8934                          STATION DESCRIPTION
 DE8934
 DE8934'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8934'THE STATION IS LOCATED ABOUT 1.0 MI (1.6  KM ) NORTH  OF WESTFIELD ,
 DE8934'6.4  MI ( 10.5 KM ) SOUTHWEST  OF KANSAS, ABOUT 4.7 MI ( 7.7 KM )
 DE8934'SOUTHEAST OF ASHMORE. TO REACH FROM THE JUNCTION AT THE STATE
 DE8934'ROUTE 49  AND CLARKSVILLE ROAD AT WESTFIELD  , GO NORTH  ON STATE
 DE8934'ROAD 49 ABOUT 1.0 MI ( 1.6 KM ) TO THE CURVE.   THE STATION IS ON THE
 DE8934'RIGHT.   IT IS  54.8  FT EAST OF THE CENTER OF THE STATE  ROAD 49,
 DE8934'12.0
 DE8934'FT WEST OF THE EDGE OF FIELD, 8.0   FT SOUTH OF THE CONCRETE
 DE8934'RIGHT-OF-WAY MARKER, 2.0 FT EAST OF THE FIBERGLASS WITNESS  POST  .
 DE8934'NOTE-- ACCESS TO THE STATION  POINT IS THROUGH  A  6 - INCH   ACCESS
 DE8934'COVER.
 DE8934' 
 DE8934' 
 DE8934' 
 DE8934'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8944 ***********************************************************************
 DE8944  DESIGNATION -  CLA 05B
 DE8944  PID         -  DE8944
 DE8944  STATE/COUNTY-  IL/CLARK
 DE8944  USGS QUAD   -  WESTFIELD EAST (1984)
 DE8944
 DE8944                         *CURRENT SURVEY CONTROL
 DE8944  ___________________________________________________________________
 DE8944* NAD 83(1997)-  39 28 31.52286(N)    087 59 01.37247(W)     ADJUSTED  
 DE8944* NAVD 88     -       217.8    (meters)     715.     (feet)  GPS OBS   
 DE8944  ___________________________________________________________________
 DE8944  X           -     173,457.905 (meters)                     COMP
 DE8944  Y           -  -4,927,032.097 (meters)                     COMP
 DE8944  Z           -   4,033,315.753 (meters)                     COMP
 DE8944  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DE8944  ELLIP HEIGHT-         185.77  (meters)          (12/06/04) GPS OBS
 DE8944  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE8944
 DE8944  HORZ ORDER  -  FIRST
 DE8944  ELLP ORDER  -  FOURTH    CLASS I
 DE8944
 DE8944.The horizontal coordinates were established by GPS observations
 DE8944.and adjusted by the National Geodetic Survey in December 2002..
 DE8944
 DE8944.The orthometric height was determined by GPS observations and a
 DE8944.high-resolution geoid model.
 DE8944
 DE8944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8944
 DE8944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8944
 DE8944.The ellipsoidal height was determined by GPS observations
 DE8944.and is referenced to NAD 83.
 DE8944
 DE8944.The geoid height was determined by GEOID03.
 DE8944
 DE8944;                    North         East     Units Scale Factor Converg.
 DE8944;SPC IL E     -   311,816.546   330,081.777   MT  0.99998614   +0 13 20.2
 DE8944;SPC IL E     - 1,023,018.12  1,082,943.30   sFT  0.99998614   +0 13 20.2
 DE8944;UTM  16      - 4,369,998.733   415,390.605   MT  0.99968814   -0 37 31.6
 DE8944
 DE8944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8944!SPC IL E     -   0.99997086  x   0.99998614  =   0.99995700
 DE8944!UTM  16      -   0.99997086  x   0.99968814  =   0.99965900
 DE8944
 DE8944                          SUPERSEDED SURVEY CONTROL
 DE8944
 DE8944  ELLIP H (12/18/02)  185.77   (m)                       GP(       ) 4 2
 DE8944
 DE8944.Superseded values are not recommended for survey control.
 DE8944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8944.See file dsdata.txt to determine how the superseded data were derived.
 DE8944
 DE8944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1539169999(NAD 83)
 DE8944_MARKER: I = METAL ROD
 DE8944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8944_STAMPING: CLA-05B
 DE8944_MARK LOGO: ILDT  
 DE8944_PROJECTION: FLUSH
 DE8944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8944+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8944_ROD/PIPE-DEPTH:  4.9 meters
 DE8944_SLEEVE-DEPTH  :  1.1 meters
 DE8944
 DE8944  HISTORY     - Date     Condition        Report By
 DE8944  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8944
 DE8944                          STATION DESCRIPTION
 DE8944
 DE8944'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8944'THE STATION IS LOCATED ABOUT 1.4 MI (2.3  KM ) NORTH  OF WESTFIELD ,
 DE8944'6.0  MI ( 9.8 KM ) SOUTHWEST  OF KANSAS, ABOUT 4.4 MI ( 7.2 KM )
 DE8944'SOUTHEAST OF ASHMORE. TO REACH FROM THE JUNCTION AT THE STATE
 DE8944'ROUTE 49  AND CLARKSVILLE ROAD AT WESTFIELD  , GO NORTH  ON STATE
 DE8944'ROAD 49 ABOUT 1.4 MI ( 1.6 KM ) TO THE CROSSROAD 180 ST. THE STATION
 DE8944'IS ON THE  LEFT.   IT IS  46.8  FT WEST OF THE CENTER OF THE STATE
 DE8944'ROAD
 DE8944'49,   46.6 FT SOUTH WEST OF THE SIGN POLE ( 180  ST. ) , 67.0 FT
 DE8944'NORTHEAST OF THE UTILITY POLE, 2.0 FT  WEST OF THE FIBERGLASS
 DE8944'WITNESS  POST .   NOTE-- ACCESS TO THE STATION  POINT IS THROUGH  A  6
 DE8944'- INCH  ACCESS COVER.
 DE8944' 
 DE8944' 
 DE8944' 
 DE8944' 
 DE8944'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8960 ***********************************************************************
 DE8960  DESIGNATION -  CLA 06C
 DE8960  PID         -  DE8960
 DE8960  STATE/COUNTY-  IL/CLARK
 DE8960  USGS QUAD   -  FAIRBANKS (1977)
 DE8960
 DE8960                         *CURRENT SURVEY CONTROL
 DE8960  ___________________________________________________________________
 DE8960* NAD 83(1997)-  39 14 15.29891(N)    087 34 42.74160(W)     ADJUSTED  
 DE8960* NAVD 88     -       137.9    (meters)     452.     (feet)  GPS OBS   
 DE8960  ___________________________________________________________________
 DE8960  X           -     209,000.355 (meters)                     COMP
 DE8960  Y           -  -4,942,350.735 (meters)                     COMP
 DE8960  Z           -   4,012,847.346 (meters)                     COMP
 DE8960  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DE8960  ELLIP HEIGHT-         105.68  (meters)          (12/06/04) GPS OBS
 DE8960  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DE8960
 DE8960  HORZ ORDER  -  FIRST
 DE8960  ELLP ORDER  -  FOURTH    CLASS I
 DE8960
 DE8960.The horizontal coordinates were established by GPS observations
 DE8960.and adjusted by the National Geodetic Survey in December 2002..
 DE8960
 DE8960.The orthometric height was determined by GPS observations and a
 DE8960.high-resolution geoid model.
 DE8960
 DE8960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8960
 DE8960.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8960
 DE8960.The ellipsoidal height was determined by GPS observations
 DE8960.and is referenced to NAD 83.
 DE8960
 DE8960.The geoid height was determined by GEOID03.
 DE8960
 DE8960;                    North         East     Units Scale Factor Converg.
 DE8960;SPC IL E     -   285,624.828   365,164.615   MT  1.00002726   +0 28 38.8
 DE8960;SPC IL E     -   937,087.46  1,198,044.24   sFT  1.00002726   +0 28 38.8
 DE8960;UTM  16      - 4,343,301.417   450,071.061   MT  0.99963069   -0 21 57.4
 DE8960
 DE8960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8960!SPC IL E     -   0.99998342  x   1.00002726  =   1.00001068
 DE8960!UTM  16      -   0.99998342  x   0.99963069  =   0.99961412
 DE8960
 DE8960                          SUPERSEDED SURVEY CONTROL
 DE8960
 DE8960  ELLIP H (12/18/02)  105.70   (m)                       GP(       ) 4 2
 DE8960
 DE8960.Superseded values are not recommended for survey control.
 DE8960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8960.See file dsdata.txt to determine how the superseded data were derived.
 DE8960
 DE8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5007143301(NAD 83)
 DE8960_MARKER: I = METAL ROD
 DE8960_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8960_STAMPING: CLA-06C
 DE8960_MARK LOGO: ILDT  
 DE8960_PROJECTION: FLUSH
 DE8960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8960+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8960_ROD/PIPE-DEPTH:  3.7 meters
 DE8960_SLEEVE-DEPTH  :  1.1 meters
 DE8960
 DE8960  HISTORY     - Date     Condition        Report By
 DE8960  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8960
 DE8960                          STATION DESCRIPTION
 DE8960
 DE8960'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8960'THE STATION IS LOCATED ABOUT 5.9 MI (9.6  KM) NORTHEAST  OF WEST
 DE8960'UNION .  TO REACH FROM THE JUNCTION AT THE STATE ROUTE 1   AND
 DE8960'450 N COUNTY ROAD,  GO EAST ON 450 N COUNTY ROAD ABOUT 4.0 MI ( 6.56
 DE8960'KM ) TO THE CROSSROAD RIVER RD. COUNTY ROAD , TURN LEFT GO NORTH
 DE8960'ON RIVER RD. COUNTY ROAD ABOUT 1.9 MI (3.1 KM) TO THE CURVE AND THE
 DE8960'STATION ON THE RIGHT.   IT IS  21.0   FT EAST OF THE CENTER OF THE
 DE8960'RIVER RD. COUNTY ROAD, 79 FT WEST OF THE TREE LINE, 33.O FT
 DE8960'NORTHWEST OF A BIG TREE, 2.0 FT WEST OF THE FIBERGLASS
 DE8960'WITNESS  POST.  NOTE-- ACCESS TO THE STATION  POINT IS THROUGH  A  6 -
 DE8960'INCH  ACCESS COVER.
 DE8960' 
 DE8960' 
 DE8960'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8958 ***********************************************************************
 DE8958  DESIGNATION -  CLA 07C
 DE8958  PID         -  DE8958
 DE8958  STATE/COUNTY-  IL/CLARK
 DE8958  USGS QUAD   -  WEST UNION (1966)
 DE8958
 DE8958                         *CURRENT SURVEY CONTROL
 DE8958  ___________________________________________________________________
 DE8958* NAD 83(1997)-  39 12 04.70061(N)    087 38 37.80952(W)     ADJUSTED  
 DE8958* NAVD 88     -       139.9    (meters)     459.     (feet)  GPS OBS   
 DE8958  ___________________________________________________________________
 DE8958  X           -     203,472.474 (meters)                     COMP
 DE8958  Y           -  -4,945,131.803 (meters)                     COMP
 DE8958  Z           -   4,009,728.420 (meters)                     COMP
 DE8958  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DE8958  ELLIP HEIGHT-         107.81  (meters)          (12/06/04) GPS OBS
 DE8958  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DE8958
 DE8958  HORZ ORDER  -  FIRST
 DE8958  ELLP ORDER  -  FOURTH    CLASS I
 DE8958
 DE8958.The horizontal coordinates were established by GPS observations
 DE8958.and adjusted by the National Geodetic Survey in December 2002..
 DE8958
 DE8958.The orthometric height was determined by GPS observations and a
 DE8958.high-resolution geoid model.
 DE8958
 DE8958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8958
 DE8958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8958
 DE8958.The ellipsoidal height was determined by GPS observations
 DE8958.and is referenced to NAD 83.
 DE8958
 DE8958.The geoid height was determined by GEOID03.
 DE8958
 DE8958;                    North         East     Units Scale Factor Converg.
 DE8958;SPC IL E     -   281,552.429   359,557.863   MT  1.00001866   +0 26 08.9
 DE8958;SPC IL E     -   923,726.59  1,179,649.42   sFT  1.00001866   +0 26 08.9
 DE8958;UTM  16      - 4,339,313.507   444,407.197   MT  0.99963805   -0 24 25.0
 DE8958
 DE8958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8958!SPC IL E     -   0.99998309  x   1.00001866  =   1.00000175
 DE8958!UTM  16      -   0.99998309  x   0.99963805  =   0.99962114
 DE8958
 DE8958                          SUPERSEDED SURVEY CONTROL
 DE8958
 DE8958  ELLIP H (12/18/02)  107.82   (m)                       GP(       ) 4 2
 DE8958
 DE8958.Superseded values are not recommended for survey control.
 DE8958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8958.See file dsdata.txt to determine how the superseded data were derived.
 DE8958
 DE8958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4440739314(NAD 83)
 DE8958_MARKER: I = METAL ROD
 DE8958_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8958_STAMPING: CLA-07C
 DE8958_MARK LOGO: ILDT  
 DE8958_PROJECTION: FLUSH
 DE8958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8958+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8958_ROD/PIPE-DEPTH:  6.1 meters
 DE8958_SLEEVE-DEPTH  :  1.1 meters
 DE8958
 DE8958  HISTORY     - Date     Condition        Report By
 DE8958  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8958
 DE8958                          STATION DESCRIPTION
 DE8958
 DE8958'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8958'THE STATION IS LOCATED ABOUT 1.6 MI (2.6  KM ) SOUTHEAST  OF WEST
 DE8958'UNION. TO REACH FROM THE JUNCTION AT THE STATE ROUTE 1   AND  450 N
 DE8958'COUNTY ROAD,  GO EAST ON 450 N COUNTY ROAD ABOUT 1.4  MI (2.3 KM) TO
 DE8958'THE CROSSROAD 2020 E COUNTY ROAD, TURN RIGHT GO SOUTH ON 2020 E
 DE8958'COUNTY ROAD ABOUT 0.7 MI (1.15 KM) TO THE CROSSROAD 350  N COUNTY
 DE8958'ROAD, TURN RIGHT GO WEST ON 350 N COUNTY ROAD ABOUT 0.3 MI (0.5 KM),
 DE8958'THE STATION IS ON THE LEFT. IT IS  15.5 FT SOUTH  OF THE CENTER OF THE
 DE8958'350 N COUNTY ROAD, 2.0 FT NORTH OF THE EDGE OF FIELD, 1.0 FT NORTH OF
 DE8958'THE FIBERGLASS WITNESS  POST.  NOTE-- ACCESS TO THE STATION  POINT
 DE8958'IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8958' 
 DE8958' 
 DE8958' 
 DE8958' 
 DE8958'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0700 ***********************************************************************
 LD0700  DESIGNATION -  CLAIR
 LD0700  PID         -  LD0700
 LD0700  STATE/COUNTY-  IL/FULTON
 LD0700  USGS QUAD   -  FARMINGTON WEST (1974)
 LD0700
 LD0700                         *CURRENT SURVEY CONTROL
 LD0700  ___________________________________________________________________
 LD0700* NAD 83(1997)-  40 41 02.38479(N)    090 02 37.65605(W)     ADJUSTED  
 LD0700* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LD0700  ___________________________________________________________________
 LD0700  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 LD0700  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LD0700
 LD0700  HORZ ORDER  -  FIRST
 LD0700
 LD0700.The horizontal coordinates were established by classical geodetic methods
 LD0700.and adjusted by the National Geodetic Survey in October 1999..
 LD0700
 LD0700.The orthometric height was scaled from a topographic map.
 LD0700
 LD0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0700
 LD0700.The geoid height was determined by GEOID03.
 LD0700
 LD0700;                    North         East     Units Scale Factor Converg.
 LD0700;SPC IL W     -   445,942.311   710,386.576   MT  0.99994250   +0 04 48.4
 LD0700;SPC IL W     - 1,463,062.40  2,330,659.96   sFT  0.99994250   +0 04 48.4
 LD0700;UTM  15      - 4,507,881.890   749,821.974   MT  1.00036827   +1 55 41.2
 LD0700;UTM  16      - 4,508,134.800   242,775.243   MT  1.00041448   -1 59 07.1
 LD0700
 LD0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0700!SPC IL W     -   0.99996928  x   0.99994250  =   0.99991178
 LD0700!UTM  15      -   0.99996928  x   1.00036827  =   1.00033754
 LD0700!UTM  16      -   0.99996928  x   1.00041448  =   1.00038375
 LD0700
 LD0700:                Primary Azimuth Mark                     Grid Az
 LD0700:SPC IL W     -  FARMINGTON HIGH SCHOOL TOWER             066 40 47.1
 LD0700:UTM  15      -  FARMINGTON HIGH SCHOOL TOWER             064 49 54.3
 LD0700:UTM  16      -  FARMINGTON HIGH SCHOOL TOWER             068 44 42.6
 LD0700
 LD0700|---------------------------------------------------------------------|
 LD0700| PID    Reference Object                     Distance      Geod. Az  |
 LD0700|                                                           dddmmss.s |
 LD0700| LD0701 FARMINGTON HIGH SCHOOL TOWER        APPROX. 3.9 KM 0664535.5 |
 LD0700| LC2039 FARMINGTON MUNICIPAL TANK           APPROX. 4.6 KM 0691930.6 |
 LD0700| LD0702 NORRIS FARMERS ELEV GRAIN ELEV      APPROX. 6.5 KM 1712342.3 |
 LD0700| LD0705 CANTON INTL HARVESTER CO TWR        APPROX.14.6 KM 1752434.0 |
 LD0700| LD0703 CANTON INTL HARVESTER CO TANK       APPROX.14.6 KM 1753934.8 |
 LD0700| LD0707 CANTON INTL HARVESTER CO STK        APPROX.14.6 KM 1754300.7 |
 LD0700| LD0704 CANTON CEN ILL PUB SERV CO STK      APPROX.14.4 KM 1760540.8 |
 LD0700| LD0706 CANTON MUNICIPAL TANK               APPROX.14.4 KM 1761925.6 |
 LD0700| CK7046 CLAIR RM 1                           34.339 METERS 18147     |
 LD0700| CK7045 CLAIR AZ MK 2                                      1841959.5 |
 LD0700| CK7044 CLAIR AZ MK                                        1852720.5 |
 LD0700| CK7047 CLAIR RM 2                           34.448 METERS 27015     |
 LD0700|---------------------------------------------------------------------|
 LD0700
 LD0700                          SUPERSEDED SURVEY CONTROL
 LD0700
 LD0700  NAD 83(1997)-  40 41 02.39058(N)    090 02 37.65521(W) AD(       ) 1
 LD0700  NAD 83(1986)-  40 41 02.39006(N)    090 02 37.65707(W) AD(       ) 1
 LD0700  NAD 27      -  40 41 02.25400(N)    090 02 37.23900(W) AD(       ) 1
 LD0700
 LD0700.Superseded values are not recommended for survey control.
 LD0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0700.See file dsdata.txt to determine how the superseded data were derived.
 LD0700
 LD0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4982207882(NAD 83)
 LD0700_MARKER: DS = TRIANGULATION STATION DISK
 LD0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0700+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 LD0700
 LD0700  HISTORY     - Date     Condition        Report By
 LD0700  HISTORY     - 1935     MONUMENTED       CGS
 LD0700  HISTORY     - 1957     GOOD             CGS
 LD0700  HISTORY     - 1970     GOOD             LOCENG
 LD0700  HISTORY     - 1970     GOOD             NGS
 LD0700  HISTORY     - 1973     GOOD             USGS
 LD0700  HISTORY     - 20001205 GOOD             CMT
 LD0700
 LD0700                          STATION DESCRIPTION
 LD0700
 LD0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0700'THIS STATION IS IN THE SW 1/4 OF SEC. 10, T 8 N, R 4 E, OF THE
 LD0700'FOURTH PRINCIPAL MERIDIAN, 1.5 MILES AIRLINE SW OF FARMINGTON, ON
 LD0700'THE E SIDE OF THE CLAIR SCHOOL GROUNDS, 1 FOOT W OF FENCE LINE, 89
 LD0700'FEET N OF CENTER LINE OF E-W GRADED DIRT ROAD, 100 FEET NE OF
 LD0700'SCHOOL WELL AND PUMP, 52 FEET E OF E EDGE OF CONCRETE WALK TO
 LD0700'SCHOOL, 48 FEET ESE OF SE CORNER OF SCHOOL, AND 73 FEET
 LD0700'NNE OF 3-FOOT COTTONWOOD TREE.  MARK IS FLUSH.
 LD0700'
 LD0700'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0700'BRONZE DISKS SET IN CONCRETE.
 LD0700'
 LD0700'REFERENCE MARK NO. 1 IS S OF STATION IN E-W FENCE LINE, 100 FEET
 LD0700'SE OF WELL AND PUMP, 25 FEET S OF CENTER LINE OF E-W ROAD,
 LD0700'130 FEET E OF CROSS ROAD INTERSECTION.  PROJECTING 3 INCHES.
 LD0700'
 LD0700'REFERENCE MARK NO. 2 IS W OF THE STATION IN W EDGE OF SCHOOL
 LD0700'GROUNDS, 52 FEET SW OF SW CORNER OF SCHOOL, 29 FEET N OF 4-FOOT
 LD0700'COTTONWOOD TREE, 88 FEET N OF ROAD INTERSECTION, AND 20 FEET E
 LD0700'OF CENTER LINE OF N-S ROAD.  MARK IS FLUSH.
 LD0700'
 LD0700'AZIMUTH MARK IS S OF THE STATION IN W LINE OF ROAD RIGHT-OF-WAY,
 LD0700'18 FEET W OF CENTER LINE OF ROAD, ABOUT 100 YARDS N OF
 LD0700'T-INTERSECTION.  PROJECTING 3 INCHES.
 LD0700'
 LD0700'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 78 AND 124 IN
 LD0700'FARMINGTON, GO W ON PAVED STREET AND GRADED ROAD 1.1 MILES,
 LD0700'CROSS BRIDGE AND CONTINUE ON ROAD SOUTHERLY 0.8 MILE TO
 LD0700'RAILROAD.  AT RAILROAD FOLLOW GRADED ROAD SOUTHWESTERLY
 LD0700'ALONG N SIDE OF TRACKS 0.3 MILE, THENCE W 0.7 MILE TO CLAIR
 LD0700'SCHOOLHOUSE ON RIGHT AND STATION.
 LD0700'
 LD0700'ALL LIGHTS COME INTO VIEW AT 90 FEET.
 LD0700
 LD0700                          STATION RECOVERY (1957)
 LD0700
 LD0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 LD0700'STATION AND 2 REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 LD0700'DESCRIBED.  OLD DESCRIPTION IS ADEQUATE WITH ONE CORRECTION.
 LD0700'REFERENCE HIGHWAY 124 IS NOW CALLED HIGHWAY 116.
 LD0700
 LD0700                          STATION RECOVERY (1970)
 LD0700
 LD0700'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (SBS)
 LD0700'RECOVERED BY ARNOLD LUNOGREN AND ASSOC.
 LD0700'
 LD0700'CLAIR 1935-GOOD
 LD0700'
 LD0700'REF MARK NO 1-GOOD
 LD0700'
 LD0700'REF MARK NO 2-GOOD
 LD0700'
 LD0700'AZ MARK-UNABLE TO LOCATE
 LD0700'
 LD0700'DIMENSIONS GIVEN ON RECOVERY NOTES WERE USED IN THE SEARCH.
 LD0700'IT APPEARS THAT A DITCH IMPROVEMENT MAY HAVE REMOVED THE MARK.
 LD0700
 LD0700                          STATION RECOVERY (1970)
 LD0700
 LD0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LD0700'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LD0700'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT ANGLE AND MEASUREMENTS
 LD0700'WOULD PUT IT IN A DITCH LINE AND ASSUMED TO HAVE BEEN DESTROYED.
 LD0700'A NEW AZIMUTH MARK WAS SET USING THE FARMINGTON MUNICIPAL
 LD0700'TANK.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 LD0700'THE SCHOOL IS NOW ABANDONED.  A NEW DESCRIPTION FOLLOWS--
 LD0700'
 LD0700'THE STATION IS LOCATED IN THE SW 1/4 OF SEC. 10, T-8-N, R-4-E, 1
 LD0700'FOOT SOUTH OF A METAL WITNESS POST, 52 FEET EAST OF THE EAST EDGE
 LD0700'OF SIDEWALK LEADING TO OLD SCHOOL, 113 FEET EAST OF A FENCE,
 LD0700'114 FEET NORTHEAST OF A 4-1/2 FOOT THICK COTTONWOOD TREE,
 LD0700'131 FEET NORTHEAST OF A FENCE CORNER, 73 FEET NORTHEAST OF A 5
 LD0700'FOOT THICK COTTONWOOD TREE, 48 FEET SOUTHEAST OF THE SOUTHEAST
 LD0700'CORNER OF THE OLD SCHOOL, 89 FEET NORTH OF THE CENTERLINE OF
 LD0700'ROAD AND 135 FEET EAST OF THE CENTERLINE OF A ROAD.  THE
 LD0700'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED CLAIR 1935.
 LD0700'
 LD0700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 78
 LD0700'AND 116 IN THE CENTER OF FARMINGTON, GO WEST ON WEST FORT STREET
 LD0700'FOR 1.1 MILES TO A SMALL CONCRETE BRIDGE.  CROSS THE BRIDGE
 LD0700'AND CONTINUE SOUTHERLY ON THE ROAD FOR 0.8 MILE TO A RAILROAD, AND
 LD0700'A GRADED ROAD RIGHT.  TURN RIGHT ON THE GRADED ROAD AND GO
 LD0700'SOUTHWEST ALONG THE NORTH SIDE OF THE TRACKS FOR 0.3 MILE TO
 LD0700'POINT WHERE ROAD TURNS WEST.  CONTINUE WEST ON THE ROAD FOR 0.7
 LD0700'MILE TO A CROSSROAD AND THE STATION ON THE RIGHT.  TURN LEFT AND
 LD0700'GO SOUTH ON GRAVELED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON
 LD0700'THE LEFT.
 LD0700'
 LD0700'REFERENCE MARK 1 IS 1 FOOT NORTH OF A FENCE, 25 FEET SOUTH OF THE
 LD0700'CENTERLINE OF THE ROAD AND 129 FEET EAST OF THE CENTERLINE OF
 LD0700'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLAIR NO 1
 LD0700'1935.
 LD0700'
 LD0700'REFERENCE MARK 2 IS 88 FEET NORTH OF THE CENTERLINE OF ROAD, 30
 LD0700'FEET NORTH OF THE 4-1/2 FOOT THICK TREE, 1 FOOT EAST OF FENCE, 64
 LD0700'FEET NORTH OF THE FENCE CORNER AND 22 FEET EAST OF THE CENTERLINE
 LD0700'OF ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLAIR
 LD0700'NO 2 1935.
 LD0700'
 LD0700'THE AZIMUTH MARK IS 0.1 MILE NORTH OF A PAVED ROAD, 21 FEET
 LD0700'EAST OF THE CENTERLINE OF ROAD, 6 FEET NORTH OF A POWER POLE,
 LD0700'1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS
 LD0700'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 LD0700'CLAIR 1935 1970.
 LD0700'
 LD0700'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LD0700'
 LD0700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LD0700'SOUTHWEST OF FARMINGTON
 LD0700
 LD0700                          STATION RECOVERY (1973)
 LD0700
 LD0700'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0700'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 LD0700'
 LD0700'DIRECTIONS AND DISTANCES CHECKED OK
 LD0700'
 LD0700'DESCRIPTION IS ADEQUATE
 LD0700
 LD0700                          STATION RECOVERY (2000)
 LD0700
 LD0700'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (KWS)
 LD0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2113 ***********************************************************************
 JA2113  DESIGNATION -  CLAREMONT MUNICIPAL TANK
 JA2113  PID         -  JA2113
 JA2113  STATE/COUNTY-  IL/RICHLAND
 JA2113  USGS QUAD   -  CLAREMONT (1968)
 JA2113
 JA2113                         *CURRENT SURVEY CONTROL
 JA2113  ___________________________________________________________________
 JA2113* NAD 83(1997)-  38 43 12.23219(N)    087 58 18.65927(W)     ADJUSTED  
 JA2113* NAVD 88     -                                                        
 JA2113  ___________________________________________________________________
 JA2113  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JA2113  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JA2113
 JA2113  HORZ ORDER  -  THIRD
 JA2113
 JA2113.The horizontal coordinates were established by classical geodetic methods
 JA2113.and adjusted by the National Geodetic Survey in October 1999..
 JA2113
 JA2113
 JA2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2113
 JA2113.The geoid height was determined by GEOID03.
 JA2113
 JA2113;                    North         East     Units Scale Factor Converg.
 JA2113;SPC IL E     -   227,964.423   331,436.293   MT  0.99998716   +0 13 34.0
 JA2113;SPC IL E     -   747,913.28  1,087,387.24   sFT  0.99998716   +0 13 34.0
 JA2113;UTM  16      - 4,286,160.806   415,514.340   MT  0.99968790   -0 36 28.6
 JA2113
 JA2113                          SUPERSEDED SURVEY CONTROL
 JA2113
 JA2113  NAD 83(1997)-  38 43 12.23295(N)    087 58 18.65751(W) AD(       ) 4
 JA2113  NAD 83(1986)-  38 43 12.24342(N)    087 58 18.65575(W) AD(       ) 4
 JA2113  NAD 27      -  38 43 12.06557(N)    087 58 18.52815(W) AD(       ) 3
 JA2113
 JA2113.Superseded values are not recommended for survey control.
 JA2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2113.See file dsdata.txt to determine how the superseded data were derived.
 JA2113
 JA2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1551486161(NAD 83)
 JA2113_MARKER: 53 = ELEVATED TANK
 JA2113
 JA2113  HISTORY     - Date     Condition        Report By
 JA2113  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2113
 JA2113                          STATION DESCRIPTION
 JA2113
 JA2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2113'STATION IS LOCATED AT THE NORTH EDGE OF CLAREMONT, 0.1 MILE NORTH OF
 JA2113'A RAILROAD CROSSING AND 0.05
 JA2113'MILE NORTH OF THE CLAREMONT POST OFFICE.
 JA2113'
 JA2113'THE TANK IS APPROXIMATELY 120 FEET HIGH, IS SUPPORTED BY 4 LEGS,
 JA2113'PAINTED SILVER AND
 JA2113'HAS CLAREMONT PAINTED ON THE NORTH SIDE.
 JA2113'
 JA2113'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2115 ***********************************************************************
 JA2115  DESIGNATION -  CLAREMONT RESET
 JA2115  PID         -  JA2115
 JA2115  STATE/COUNTY-  IL/RICHLAND
 JA2115  USGS QUAD   -  LANDES (1968)
 JA2115
 JA2115                         *CURRENT SURVEY CONTROL
 JA2115  ___________________________________________________________________
 JA2115* NAD 83(1997)-  38 45 28.59323(N)    087 59 41.15567(W)     ADJUSTED  
 JA2115* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 JA2115  ___________________________________________________________________
 JA2115  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JA2115  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JA2115
 JA2115  HORZ ORDER  -  FIRST
 JA2115
 JA2115.The horizontal coordinates were established by classical geodetic methods
 JA2115.and adjusted by the National Geodetic Survey in October 1999..
 JA2115
 JA2115.The orthometric height was scaled from a topographic map.
 JA2115
 JA2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2115
 JA2115.The geoid height was determined by GEOID03.
 JA2115
 JA2115;                    North         East     Units Scale Factor Converg.
 JA2115;SPC IL E     -   232,161.582   329,427.886   MT  0.99998566   +0 12 43.0
 JA2115;SPC IL E     -   761,683.46  1,080,797.99   sFT  0.99998566   +0 12 43.0
 JA2115;UTM  16      - 4,290,385.515   413,567.844   MT  0.99969199   -0 37 22.1
 JA2115
 JA2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2115!SPC IL E     -   0.99997623  x   0.99998566  =   0.99996189
 JA2115!UTM  16      -   0.99997623  x   0.99969199  =   0.99966823
 JA2115
 JA2115|---------------------------------------------------------------------|
 JA2115| PID    Reference Object                     Distance      Geod. Az  |
 JA2115|                                                           dddmmss.s |
 JA2115| CG8304 CLAREMONT RM 2                       88.273 METERS 08238     |
 JA2115| CG8302 CLAREMONT AZ MK                                    1090119.4 |
 JA2115| JA2113 CLAREMONT MUNICIPAL TANK            APPROX. 4.7 KM 1543824.0 |
 JA2115| JB1627 OLNEY RADIO STATION WVLN MAST       APPROX. 9.9 KM 2294301.4 |
 JA2115| JB1626 OLNEY RADIO STA KSJ 59 MAST         APPROX. 9.2 KM 2364936.6 |
 JA2115| JB1625 OLNEY MUNICIPAL TANK                APPROX. 7.7 KM 2443406.6 |
 JA2115| JB1622 OLNEY RADIO STA KSD 416 MAST        APPROX. 9.1 KM 2575452.7 |
 JA2115| JB1624 OLNEY RADIO STA KSF 530 MAST        APPROX. 8.3 KM 2635522.5 |
 JA2115| CG8303 CLAREMONT RM 1                       13.404 METERS 35740     |
 JA2115|---------------------------------------------------------------------|
 JA2115
 JA2115                          SUPERSEDED SURVEY CONTROL
 JA2115
 JA2115  NAD 83(1997)-  38 45 28.59446(N)    087 59 41.15420(W) AD(       ) 1
 JA2115  NAD 83(1986)-  38 45 28.60405(N)    087 59 41.15152(W) AD(       ) 1
 JA2115  NAD 27      -  38 45 28.43273(N)    087 59 41.02417(W) AD(       ) 1
 JA2115
 JA2115.Superseded values are not recommended for survey control.
 JA2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2115.See file dsdata.txt to determine how the superseded data were derived.
 JA2115
 JA2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1356890386(NAD 83)
 JA2115_MARKER: V = STONE MONUMENT
 JA2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2115
 JA2115  HISTORY     - Date     Condition        Report By
 JA2115  HISTORY     - 1879     MONUMENTED       USE
 JA2115  HISTORY     - 1937     SEE DESCRIPTION  CGS
 JA2115  HISTORY     - 1961     GOOD             USE
 JA2115  HISTORY     - 1968     GOOD             USE
 JA2115
 JA2115                          STATION DESCRIPTION
 JA2115
 JA2115'DESCRIBED BY US ENGINEERS 1879 (GAF)
 JA2115'THIS STATION WAS ESTABLISHED IN 1879 BY THE U S ENGINEERS.  IT IS IN
 JA2115'GERMAN TOWNSHIP,
 JA2115'IN SEC 29, T 4 N, R 14 W, ON LAND BELONGING TO THE
 JA2115'BRINKLEY HEIRS, ABOUT 3 MILES IN A
 JA2115'NORTHWESTERLY DIRECTION FROM THE
 JA2115'TOWN OF CLAREMONT.  THE STATION IS MARKED BY TWO
 JA2115'STONE POSTS, ONE AT
 JA2115'THE SURFACE OF THE GROUND AND THE OTHER 3-FEET DEEP DIRECTLY BELOW
 JA2115'THE SURFACE
 JA2115'MARK.  BOTH POSTS ARE IN AN UPRIGHT POSITION.  THIS TYPE
 JA2115'OF MARKING WAS EMPLOYED BY THE
 JA2115'U S LAKE SURVEY.  THREE STONE
 JA2115'REFERENCE POSTS ARE LOCATED AS FOLLOWS- 23.1
 JA2115'METERS N 67 DEG 33 MIN
 JA2115'W, 7.8 METERS N 0 DEG 39 MIN W, AND 24.6 METERS N 71 DEG 45 MIN
 JA2115'E.  THE
 JA2115'NORTHWEST CORNER OF THE SECTION MENTIONED ABOVE IS 847 METERS N
 JA2115'60 DEG 03 MIN FROM THE STATION.
 JA2115
 JA2115                          STATION RECOVERY (1937)
 JA2115
 JA2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JA2115'ALL SURFACE MARKS HAVE BEEN REMOVED.  SUB-SURFACE MARK, A STONE POST
 JA2115'WITH DRILL HOLE IN
 JA2115'THE TOP, 30 INCHES BELOW THE SURFACE, RECOVERED.
 JA2115'STATION RE-MARKED, IS DESCRIBED AS FOLLOWS-
 JA2115'
 JA2115'STATION IS ON A PROMINENT, LOW CULTIVATED HILL IN SEC 29, T 4 N, R 14
 JA2115'W, ON LAND OWNED
 JA2115'AND OCCUPIED BY MR BRINKLEY.  IT IS ABOUT 4.5 MILES
 JA2115'EAST AND 1.5 MILES NORTH OF OLNEY.
 JA2115'STATION MARK IS A STANDARD
 JA2115'STATION DISK SET IN CONCRETE CYLINDER 12 INCHES IN
 JA2115'DIAMETER AND 1
 JA2115'FOOT BELOW THE SURFACE.
 JA2115'
 JA2115'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN CONCRERTE CYLINDER, IN
 JA2115'FENCE LINE, FLUSH
 JA2115'WITH THE SURFACE, 13.39 METERS (43.93 FEET).  354
 JA2115'DEGREES (MAG.) NORTH.
 JA2115'
 JA2115'REFERENCE MARK NO 2 IS A STANDARD REFERENCE DISK, SET IN A CONCRETE
 JA2115'CYLINDER, FLUSH
 JA2115'WITH THE SURFACE, 6 FEET SOUTH OF FENCE CORNER, 88.20
 JA2115'METERS (289.36 FEET), 78 DEG
 JA2115'(MAG.) EAST-NORTHEAST
 JA2115'
 JA2115'TO REACH FROM OLNEY, GO EAST ON PAVED U S HIGHWAY 50 FROM THE
 JA2115'COURTHOUSE FOR 4.5
 JA2115'MILES.  TURN LEFT AND GO NORTH ON A GRADED ROAD,
 JA2115'TOWARD THE LONE WHITE CHURCH, FOR 1.5
 JA2115'MILES.  TURN RIGHT AND GO EAST
 JA2115'FOR 0.1 MILE TO THE FARMHOUSE AT THE LEFT, TURN LEFT IN
 JA2115'THROUGH THE
 JA2115'CORRALS AND GO NORTH ACROSS THE FIELD AND ALONG THE FENCE LINE FOR
 JA2115'ABOUT 0.2 MILE TO
 JA2115'THE FENCE LINE A THE NORTH SIDE OF THE FIELD AND
 JA2115'THE STATION.  THE FIELD HILL IS
 JA2115'SLIGHTLY HIGHER ABOUT 100 YARDS SOUTH
 JA2115'OF THE STATION.
 JA2115
 JA2115                          STATION RECOVERY (1961)
 JA2115
 JA2115'RECOVERY NOTE BY US ENGINEERS 1961 (VBM)
 JA2115'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JA2115'AN AZIMUTH MARK
 JA2115'WAS ESTABLISHED AT THIS TIME.  A DIFFERENCE OF 0.04
 JA2115'OF A FOOT WAS FOUND IN THE
 JA2115'DISTANCE TO REFERENCE MARK 1.  A
 JA2115'DIFFERENCE OF 0.32 OF A FOOT WAS FOUND IN THE
 JA2115'DISTANCE TO REFERENCE MARK 2.
 JA2115'
 JA2115'A NEW DESCRIPTION FOLLOWS-
 JA2115'
 JA2115'THE STATION IS ON A LOW PROMINENT HILL, IN A PASTURE FIELD, ABOUT 5
 JA2115'MILES NORTHEAST OF
 JA2115'OLNEY, ABOUT 3 MILES NORTHWEST OF CLAREMONT, ON
 JA2115'THE PROPERTY OF MR GEORGE BRINKLEY
 JA2115'AND IS IN THE NORTH PART OF
 JA2115'SECTION 29, T 4 N, R 14 W.  IT IS 334 FEET NORTH OF A
 JA2115'T-FENCE CORNER,
 JA2115'290 FEET WEST OF A WIRE FENCE AND 45 FEET SOUTH OF A WIRE FENCE.  THE
 JA2115'MONUMENT IS 12
 JA2115'INCHES UNDERGROUND AND THE DISK IS STAMPED CLAREMONT
 JA2115'1884.  SUB-SURFACE MARK
 JA2115'IS A STONE POST WITH A DRILL HOLE IN TOP.
 JA2115'
 JA2115'TO REACH FROM THE NORTH SIDE OF THE RICHLAND COUNTY COURTHOUSE IN
 JA2115'OLNEY, GO EAST ON U S
 JA2115'HIGHWAY 50 (EAST MAIN STREET) FOR 4.65 MILES TO A
 JA2115'CROSSROAD.  TURN LEFT AND GO
 JA2115'NORTH ON A GRAVELED ROAD FOR 1.45 MILES
 JA2115'TO ANOTHER CROSSROAD.  TURN RIGHT AND GO EAST
 JA2115'ON A GRAVELED ROAD FOR
 JA2115'0.15 MILE TO FARM LANE ON THE LEFT.  TURN LEFT AND GO NORTH ON
 JA2115'THE FARM LANE
 JA2115'FOR ABOUT 40 YARDS TO A WIRE GATE.  PASS THROUGH THE GATE
 JA2115'AND GO NORTH AND NORTHEAST
 JA2115'TO THE EAST SIDE OF A BARN TO ANOTHER WIRE
 JA2115'GATE.  PASS THROUGH THE WIRE GATE AND GO
 JA2115'NORTH ALONG THE EAST SIDE OF
 JA2115'A NORTH-SOUTH WIRE FENCE FOR 0.15 MILE TO ANOTHER WIRE
 JA2115'GATE.  PASS
 JA2115'THROUGH THE WIRE GATE AND GO NORTH-NORTHEAST FOR 334 FEET TO THE
 JA2115'STATION.
 JA2115'
 JA2115'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 289 FEET WEST OF A
 JA2115'FENCE CORNER AND
 JA2115'190 FEET EAST OF A WIRE FENCE.  THE MONUMENT
 JA2115'PROJECTS 3 INCHES AND THE DISK IS
 JA2115'STAMPED CLAREMONT NO 1 1884.
 JA2115'
 JA2115'REFERENCE MARK 2 IS 7 FEET SOUTH OF A FENCE CORNER AND 6 INCHES WEST
 JA2115'OF A WIRE FENCE.
 JA2115'THE MONUMENT IS 4 INCHES UNDERGROUND AND THE DISK IS
 JA2115'STAMPED CLAREMONT NO 2 1884.
 JA2115'
 JA2115'THE AZIMUTH MARK IS 57 FEET SOUTH OF A POWER POLE, 29 FEET EAST OF
 JA2115'THE CENTERLINE OF A
 JA2115'GRAVELED ROAD AND 1 FOOT NORTH OF A WITNESS POST.
 JA2115'THE MONUMENT PROJECTS 3 INCHES AND
 JA2115'THE DISK IS STAMPED CLAREMONT USLS 1879 1937.
 JA2115'
 JA2115'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON THE GRAVELED
 JA2115'ROAD FOR 0.6 MILE
 JA2115'TO A T-ROAD.  TURN LEFT AND GO NORTH ON A GRAVELED
 JA2115'ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 JA2115'
 JA2115'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JA2115
 JA2115                          STATION RECOVERY (1968)
 JA2115
 JA2115'RECOVERY NOTE BY US ENGINEERS 1968 (LMC)
 JA2115'THE DISTANCE TO REFERENCE MARK 1 CHECKED, BUT A SLIGHT DIFFERENCE IN
 JA2115'DIRECTION WAS
 JA2115'OBSERVED.  DISTANCE AND DIRECTION TO REFERENCE MARK 2
 JA2115'CHECKED.  AZIMUTH MARK DISTANCE
 JA2115'AND DIRECTION CHECKED.  DUE TO
 JA2115'VARIOUS REASONS A COMPLETE NEW DESCRIPTION FOLLOWS.
 JA2115'
 JA2115'STATION IS LOCATED ABOUT 17 MILES WEST OF LAWRENCEVILLE, 5.5 MILES
 JA2115'NORTHEAST OF
 JA2115'OLNEY, 3 MILES NORTHWEST OF CLAREMONT, 1.75 MILES NORTH
 JA2115'OF U S HIGHWAY 50 AND ON
 JA2115'PROPERTY OWNED BY MR GEORGE BRINKLEY.
 JA2115'
 JA2115'TO REACH FROM THE NORTH SIDE OF THE RICHLAND COUNTY COURTHOUSE IN
 JA2115'OLNEY, GO EAST ON
 JA2115'MAIN STREET (STATE HIGHWAY 250) FOR 2 MILES TO THE
 JA2115'JUNCTION OF U S HIGHWAY 50, BEAR
 JA2115'LEFT AND CONTINUE EAST ON U S
 JA2115'HIGHWAY 50 FOR 3 MILES TO A CROSSROAD, TURN LEFT
 JA2115'AND GO NORTH ON A
 JA2115'SURFACED ROAD FOR 1.0 MILE TO CROSSROAD AND END OF SURFACED ROAD,
 JA2115'CONTINUE NORTH
 JA2115'ON GRAVELED ROAD 0.5 MILE TO CROSSROAD, TURN RIGHT AND
 JA2115'FOLLOW GRAVELED ROAD 0.15 MILE TO
 JA2115'A FARM HOUSE AND LANE ON LEFT.  (TO
 JA2115'REACH THE AZIMUTH MARK FROM HERE, CONTINUE EAST ON
 JA2115'GRAVELED ROAD 0.6
 JA2115'MILE TO T ROAD JUNCTION, TURN LEFT AND GO NORTH ON SURFACED ROAD 0.05
 JA2115'MILE TO MARK ON
 JA2115'RIGHT AS DESCRIBED.) TURN LEFT AND FOLLOW FARM LANE
 JA2115'NORTH, THENCE NORTHEAST FOR 0.05
 JA2115'MILE TO THE NORTHEAST CORNER OF BARN
 JA2115'AND GATE, PASS THROUGH GATE AND CONTINUE NORTH ON
 JA2115'FARM LANE KEEPING
 JA2115'TO THE EAST SIDE OF FENCE FOR 0.2 MILE TO FENCE CORNER, CONTINUE
 JA2115'NORTH-NORTHEAST
 JA2115'FOR 0.05 MILE TO FENCE AND STATION AS DESCRIBED.
 JA2115'
 JA2115'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA2115'
 JA2115'STATION MARK, STAMPED CLAREMONT 1884, IS SET 14 INCHES BELOW THE
 JA2115'SURFACE OF THE
 JA2115'GROUND.  IT IS 334 FEET NORTH-NORTHEAST OF THE T FENCE
 JA2115'CORNER, 290.5 FEET WEST-SOUTHWEST
 JA2115'OF A FENCE CORNER AND 45 FEET SOUTH
 JA2115'OF FENCE AND WITNESS POST.  UNDERGROUND DISK.
 JA2115'
 JA2115'RM 1, STAMPED CLAREMONT NO 1 1884, IS SET FLUSH.  IT IS IN FENCE
 JA2115'LINE, 289 FEET
 JA2115'WEST OF FENCE CORNER AND 1.3 FEET WEST OF WITNESS POST.
 JA2115'
 JA2115'RM 2, STAMPED CLAREMONT NO 2 1884, IS SET 6 INCHES BELOW THE SURFACE
 JA2115'OF THE GROUND.  IT
 JA2115'IS 7 FEET SOUTH OF FENCE CORNER, 2.3 FEET NORTH OF
 JA2115'WITNESS POST AND 6 INCHES WEST OF FENCE.
 JA2115'
 JA2115'AZIMUTH MARK, STAMPED CLAREMONT 1879 1937, IS SET FLUSH.  IT IS 97
 JA2115'FEET NORTH OF
 JA2115'FIELD ENTRANCE, 57 FEET SOUTH OF A POWER LINE POLE,
 JA2115'30.5 FEET EAST OF CENTER OF ROAD
 JA2115'AND 1.4 FEET NORTH OF A METAL WITNESS POST.
 JA2115'
 JA2115'SUB-SURFACE MARK IS A STONE POST WITH A DRILL HOLE IN TOP.
 JA2115'
 JA2115'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2277 ***********************************************************************
 LB2277  DESIGNATION -  CLARENCE
 LB2277  PID         -  LB2277
 LB2277  STATE/COUNTY-  IL/FORD
 LB2277  USGS QUAD   -  RANKIN (1984)
 LB2277
 LB2277                         *CURRENT SURVEY CONTROL
 LB2277  ___________________________________________________________________
 LB2277* NAD 83(1997)-  40 27 23.97585(N)    087 58 17.28040(W)     ADJUSTED  
 LB2277* NAVD 88     -       233.8    (meters)     767.     (feet)  GPS OBS   
 LB2277  ___________________________________________________________________
 LB2277  X           -     172,034.312 (meters)                     COMP
 LB2277  Y           -  -4,857,066.730 (meters)                     COMP
 LB2277  Z           -   4,116,829.775 (meters)                     COMP
 LB2277  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LB2277  ELLIP HEIGHT-         201.32  (meters)          (02/03/05) GPS OBS
 LB2277  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LB2277
 LB2277  HORZ ORDER  -  FIRST
 LB2277  ELLP ORDER  -  FOURTH    CLASS II
 LB2277
 LB2277.The horizontal coordinates were established by GPS observations
 LB2277.and adjusted by the AMERICAN SURVEYING in March 2003..
 LB2277
 LB2277.The orthometric height was determined by GPS observations and a
 LB2277.high-resolution geoid model.
 LB2277
 LB2277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2277
 LB2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2277
 LB2277.The ellipsoidal height was determined by GPS observations
 LB2277.and is referenced to NAD 83.
 LB2277
 LB2277.The geoid height was determined by GEOID03.
 LB2277
 LB2277;                    North         East     Units Scale Factor Converg.
 LB2277;SPC IL E     -   420,769.015   330,693.616   MT  0.99998659   +0 14 05.3
 LB2277;SPC IL E     - 1,380,473.01  1,084,950.64   sFT  0.99998659   +0 14 05.3
 LB2277;UTM  16      - 4,478,897.144   417,630.291   MT  0.99968351   -0 37 49.4
 LB2277
 LB2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2277!SPC IL E     -   0.99996842  x   0.99998659  =   0.99995501
 LB2277!UTM  16      -   0.99996842  x   0.99968351  =   0.99965194
 LB2277
 LB2277|---------------------------------------------------------------------|
 LB2277| PID    Reference Object                     Distance      Geod. Az  |
 LB2277|                                                           dddmmss.s |
 LB2277| CM3306 CLARENCE RM 1                        25.289 METERS 03614     |
 LB2277| LB2279 PIGEON                              APPROX. 7.1 KM 0622613.7 |
 LB2277| CM3305 CLARENCE AZ MK                                     0914428.8 |
 LB2277| CM3307 CLARENCE RM 2                        28.938 METERS 17155     |
 LB2277|---------------------------------------------------------------------|
 LB2277
 LB2277                          SUPERSEDED SURVEY CONTROL
 LB2277
 LB2277  ELLIP H (03/04/03)  201.31   (m)                       GP(       ) 4 2
 LB2277  NAD 83(1997)-  40 27 23.97464(N)    087 58 17.28482(W) AD(       ) 3
 LB2277  NAD 83(1997)-  40 27 23.97436(N)    087 58 17.28606(W) AD(       ) 3
 LB2277  NAD 83(1986)-  40 27 23.98238(N)    087 58 17.29149(W) AD(       ) 3
 LB2277  NAD 27      -  40 27 23.85650(N)    087 58 17.15860(W) AD(       ) 3
 LB2277
 LB2277.Superseded values are not recommended for survey control.
 LB2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2277.See file dsdata.txt to determine how the superseded data were derived.
 LB2277
 LB2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1763078897(NAD 83)
 LB2277_MARKER: DS = TRIANGULATION STATION DISK
 LB2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2277_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2277+STABILITY: SURFACE MOTION
 LB2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2277+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LB2277
 LB2277  HISTORY     - Date     Condition        Report By
 LB2277  HISTORY     - 1955     MONUMENTED       CGS
 LB2277  HISTORY     - 1956     GOOD             CGS
 LB2277  HISTORY     - 200205   GOOD             ASCPC
 LB2277
 LB2277                          STATION DESCRIPTION
 LB2277
 LB2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2277'STATION IS LOCATED ABOUT 4 MILES WEST OF RANKIN AND 1/2 MILE SOUTH OF
 LB2277'THE SMALL VILLAGE OF CLARENCE IN THE NORTHWEST ANGLE OF CROSSROAD
 LB2277'AND ON HIGHWAY RIGHT-OF-WAY.  IT IS 102 FEET NORTHWEST OF THE CENTER
 LB2277'OF STATE HIGHWAY 9 AND CLARENCE ROAD, 79 FEET WEST OF THE CENTER
 LB2277'OF CLARENCE ROAD, 64 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LB2277'9 AND 10 FEET SOUTHEAST OF FENCE LINE AND WHITE WITNESS POST.
 LB2277'THE MARK IS FLUSH AND THE DISK IS STAMPED CLARENCE 1955.
 LB2277'
 LB2277'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE CENTER OF CLARENCE ROAD
 LB2277'AND 1 FOOT SOUTHEAST OF FENCE CORNER.  THE MARK PROJECTS 4 INCHES
 LB2277'AND THE DISK IS STAMPED CLARENCE NO 1 1955.
 LB2277'
 LB2277'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LB2277'9 AND 1 FOOT NORTH OF FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 LB2277'THE DISK IS STAMPED CLARENCE NO 2 1955.
 LB2277'
 LB2277'THE AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 9,
 LB2277'4 FEET NORTHEAST OF A WHITE WITNESS POST AND 2 FEET NORTH OF FENCE
 LB2277'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CLARENCE
 LB2277'1955.
 LB2277'
 LB2277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 49 IN
 LB2277'THE SOUTH EDGE OF RANKIN, GO WEST ON STATE HIGHWAY 9 FOR 3.6 MILES
 LB2277'TO THE AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED.  CONTINUE
 LB2277'WEST ON HIGHWAY FOR 0.3 MILE TO CROSSROAD AND STATION IN THE
 LB2277'NORTHWEST ANGLE AS DESCRIBED.
 LB2277'
 LB2277'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LB2277
 LB2277                          STATION RECOVERY (1956)
 LB2277
 LB2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 LB2277'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 LB2277'GOOD CONDITION.  ROAD CONSTRUCTION WORK ON STATE HIGHWAY 9 WILL
 LB2277'DESTROY REFERENCE MARK NO. 2 AND THE AZIMUTH MARK.  THESE MARKS
 LB2277'WERE RELOCATED.  A COMPLETE DESCRIPTION FOLLOWS.
 LB2277'
 LB2277'STATION IS LOCATED ABOUT 4 MILES WEST OF RANKIN AND 1/2 MILE SOUTH OF
 LB2277'THE SMALL VILLAGE OF CLARENCE IN THE NORTHWEST ANGLE OF THE
 LB2277'INTERSECTION OF STATE HIGHWAY 9 AND CLARENCE ROAD, 102 FEET
 LB2277'NORTHWEST OF THE CENTER OF THIS INTERSECTION, 79 FEET WEST OF THE
 LB2277'CENTER OF CLARENCE ROAD, 64 FEET NORTH OF THE CENTER OF STATE
 LB2277'HIGHWAY 9, AND 10 FEET SOUTHEAST OF A FENCE AND A WHITE WITNESS
 LB2277'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LB2277'IS STAMPED CLARENCE 1955.
 LB2277'
 LB2277'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE CENTER OF CLARENCE ROAD
 LB2277'AND 1 FOOT SOUTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 2 INCHES
 LB2277'AND THE DISK IS STAMPED CLARENCE NO 1 1955.
 LB2277'
 LB2277'REFERENCE MARK NO. 3 IS 52 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LB2277'9, 5 FEET SOUTHEAST OF A FENCE CORNER, AND 1 FOOT NORTHEAST OF A
 LB2277'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 LB2277'DISK IS STAMPED CLARENCE NO 3 1955.
 LB2277'
 LB2277'AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 9, 23
 LB2277'FEET WEST OF A NORTH-SOUTH HEDGEROW, 3 FEET WEST OF A WEST GATE
 LB2277'POST, 1 FOOT NORTH OF A FENCE, AND 1 FOOT EAST OF A WHITE WITNESS
 LB2277'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 LB2277'IS STAMPED CLARENCE 1955 RESET 1956.
 LB2277'
 LB2277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 49 IN
 LB2277'THE SOUTH EDGE OF RANKIN, GO WEST ON STATE HIGHWAY 9 FOR 4.0 MILES
 LB2277'TO CLARENCE ROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 LB2277'
 LB2277'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY
 LB2277'9 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LB2277
 LB2277                          STATION RECOVERY (2002)
 LB2277
 LB2277'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LB2277'RECOVERED AS DESCRIBED
 LB2277' 
 LB2277'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3155 ***********************************************************************
 ME3155  DESIGNATION -  CLARENDON HILLS E MUN TANK
 ME3155  PID         -  ME3155
 ME3155  STATE/COUNTY-  IL/DU PAGE
 ME3155  USGS QUAD   -  HINSDALE (1993)
 ME3155
 ME3155                         *CURRENT SURVEY CONTROL
 ME3155  ___________________________________________________________________
 ME3155* NAD 83(1997)-  41 47 48.22652(N)    087 57 24.96701(W)     ADJUSTED  
 ME3155* NAVD 88     -                                                        
 ME3155  ___________________________________________________________________
 ME3155  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 ME3155  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME3155
 ME3155  HORZ ORDER  -  THIRD
 ME3155
 ME3155.The horizontal coordinates were established by classical geodetic methods
 ME3155.and adjusted by the National Geodetic Survey in October 1999..
 ME3155
 ME3155
 ME3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3155
 ME3155.The geoid height was determined by GEOID03.
 ME3155
 ME3155;                    North         East     Units Scale Factor Converg.
 ME3155;SPC IL E     -   569,594.149   331,283.159   MT  0.99998704   +0 15 03.1
 ME3155;SPC IL E     - 1,868,743.47  1,086,884.83   sFT  0.99998704   +0 15 03.1
 ME3155;UTM  16      - 4,627,650.262   420,496.757   MT  0.99967778   -0 38 16.2
 ME3155
 ME3155                          SUPERSEDED SURVEY CONTROL
 ME3155
 ME3155  NAD 83(1997)-  41 47 48.22655(N)    087 57 24.96747(W) AD(       ) 4
 ME3155  NAD 83(1997)-  41 47 48.22829(N)    087 57 24.97451(W) AD(       ) 4
 ME3155  NAD 83(1986)-  41 47 48.22893(N)    087 57 24.97454(W) AD(       ) 4
 ME3155  NAD 27      -  41 47 48.12228(N)    087 57 24.74774(W) AD(       ) 3
 ME3155
 ME3155.Superseded values are not recommended for survey control.
 ME3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3155.See file dsdata.txt to determine how the superseded data were derived.
 ME3155
 ME3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2049727650(NAD 83)
 ME3155_MARKER: 53 = ELEVATED TANK
 ME3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3155+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 ME3155
 ME3155  HISTORY     - Date     Condition        Report By
 ME3155  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3155  HISTORY     - 1970     GOOD             LOCSUR
 ME3155  HISTORY     - 1987     GOOD             USPSQD
 ME3155  HISTORY     - 19970915 GOOD             USPSQD
 ME3155  HISTORY     - 19980418 GOOD             USPSQD
 ME3155  HISTORY     - 20050607 GOOD             GEOCAC
 ME3155
 ME3155                          STATION DESCRIPTION
 ME3155
 ME3155'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3155'THE STATION IS THE CENTER OF THE TOP OF THE EAST AND LARGEST
 ME3155'ONE OF TWO
 ME3155'MUNICIPAL WATER TANKS LOCATED ON THE SOUTH SIDE OF BURLINGTON AVENUE
 ME3155'SOUTHEAST OF THE INTERSECTION OF
 ME3155'BLODGETT STREET IN THE CENTRAL SECTION OF CLARENDON HILLS.
 ME3155'IT IS A STEEL TANK SUPPORTED BY A
 ME3155'SIX-LEGGED STEEL STRUCTURE AND IS PAINTED LIGHT GREEN.
 ME3155'THE HEIGHT IS ABOUT 130 FEET.
 ME3155
 ME3155                          STATION RECOVERY (1970)
 ME3155
 ME3155'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (PK)
 ME3155'DESCRIPTION ADEQUATE, HOWEVER, ONLY THE EAST WATER TANK REMAINS, THE
 ME3155'WEST TANK WAS
 ME3155'DISMANTLED ABOUT 2 YEARS AGO.  RECOVERED BY PAUL KUBECKA.
 ME3155
 ME3155                          STATION RECOVERY (1987)
 ME3155
 ME3155'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3155'RECOVERED IN GOOD CONDITION.
 ME3155
 ME3155                          STATION RECOVERY (1997)
 ME3155
 ME3155'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3155'RECOVERED IN GOOD CONDITION.
 ME3155
 ME3155                          STATION RECOVERY (1998)
 ME3155
 ME3155'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME3155'RECOVERED IN GOOD CONDITION.
 ME3155
 ME3155                          STATION RECOVERY (2005)
 ME3155
 ME3155'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 ME3155'THIS TANK IS NOW PAINTED LIGHT BLUE, CONTRASTING THE ORIGINAL
 ME3155'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2806 ***********************************************************************
 ME2806  DESIGNATION -  CLARK
 ME2806  PID         -  ME2806
 ME2806  STATE/COUNTY-  IL/COOK
 ME2806  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2806
 ME2806                         *CURRENT SURVEY CONTROL
 ME2806  ___________________________________________________________________
 ME2806* NAD 83(1997)-  41 55 08.02974(N)    087 38 12.90234(W)     ADJUSTED  
 ME2806* NAVD 88     -       297.8    (meters)     977.     (feet)  VERTCON   
 ME2806  ___________________________________________________________________
 ME2806  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 ME2806  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME2806
 ME2806  HORZ ORDER  -  FIRST
 ME2806
 ME2806.The horizontal coordinates were established by classical geodetic methods
 ME2806.and adjusted by the National Geodetic Survey in October 1999..
 ME2806
 ME2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2806
 ME2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2806
 ME2806.The geoid height was determined by GEOID03.
 ME2806
 ME2806;                    North         East     Units Scale Factor Converg.
 ME2806;SPC IL E     -   583,329.102   357,770.517   MT  1.00001605   +0 27 55.0
 ME2806;SPC IL E     - 1,913,805.56  1,173,785.44   sFT  1.00001605   +0 27 55.0
 ME2806;UTM  16      - 4,640,967.653   447,184.977   MT  0.99963432   -0 25 31.9
 ME2806
 ME2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2806!SPC IL E     -   0.99995856  x   1.00001605  =   0.99997461
 ME2806!UTM  16      -   0.99995856  x   0.99963432  =   0.99959289
 ME2806
 ME2806:                Primary Azimuth Mark                     Grid Az
 ME2806:SPC IL E     -  024 COC                                  004 42 26.5
 ME2806:UTM  16      -  024 COC                                  005 35 53.4
 ME2806
 ME2806|---------------------------------------------------------------------|
 ME2806| PID    Reference Object                     Distance      Geod. Az  |
 ME2806|                                                           dddmmss.s |
 ME2806| ME2869 024 COC                             APPROX. 5.0 KM 0051021.5 |
 ME2806|---------------------------------------------------------------------|
 ME2806
 ME2806                          SUPERSEDED SURVEY CONTROL
 ME2806
 ME2806  NAD 83(1997)-  41 55 08.02994(N)    087 38 12.90280(W) AD(       ) 1
 ME2806  NAD 83(1997)-  41 55 08.03404(N)    087 38 12.91554(W) AD(       ) 1
 ME2806  NAD 83(1986)-  41 55 08.03496(N)    087 38 12.91472(W) AD(       ) 1
 ME2806  NAD 27      -  41 55 07.91504(N)    087 38 12.72172(W) AD(       ) 1
 ME2806  NGVD 29 (07/19/86)  297.9    (m)          977.     (f) VERT ANG       
 ME2806
 ME2806.Superseded values are not recommended for survey control.
 ME2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2806.See file dsdata.txt to determine how the superseded data were derived.
 ME2806
 ME2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4718540968(NAD 83)
 ME2806_MARKER: DD = SURVEY DISK
 ME2806_SETTING: 0 = UNSPECIFIED SETTING
 ME2806_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2806
 ME2806  HISTORY     - Date     Condition        Report By
 ME2806  HISTORY     - 1977     MONUMENTED       NGS
 ME2806  HISTORY     - 1983     GOOD             IL1670
 ME2806
 ME2806                          STATION DESCRIPTION
 ME2806
 ME2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2806'THE STATION IS LOCATED IN THE NORTH SECTION OF CHICAGO, ON THE
 ME2806'ROOF OF THE TERRACE BUILDING. THE ADDRESS IS 2020 NORTH LINCOLN
 ME2806'PARK WEST STREET.
 ME2806'
 ME2806'STATION MARK, STAMPED---CLARK 1977---, IS A STANDARD DISK THAT
 ME2806'IS GLUED TO THE TOP OF THE ROOF AND COVERED BY A COPPER LINCOLN
 ME2806'HAT THAT PROJECTS 3 INCHES ABOVE THE ROOF. IT IS 16.7 FEET EAST
 ME2806'OF THE WEST EDGE OF THE ROOF, 10.5 FEET SOUTH OF THE NORTH EDGE
 ME2806'OF THE ROOF, 10.4 FEET NORTH OF THE SOUTH EDGE OF THE ROOF, 8.2
 ME2806'FEET WEST-NORTHWEST OF A METAL LADDER, AND 6.2 FEET WEST OF
 ME2806'THE EAST EDGE OF THE ROOF.
 ME2806'
 ME2806'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ME2806'
 ME2806'STATION 024 COC OR 014 COC CAN BE USED FOR AN AZIMUTH MARK.
 ME2806'
 ME2806'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.55 METERS.
 ME2806
 ME2806                          STATION RECOVERY (1983)
 ME2806
 ME2806'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME2806'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME2806'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 ME2806'
 ME2806'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1429 ***********************************************************************
 NH1429  DESIGNATION -  CLARK
 NH1429  PID         -  NH1429
 NH1429  STATE/COUNTY-  IL/WINNEBAGO
 NH1429  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1429
 NH1429                         *CURRENT SURVEY CONTROL
 NH1429  ___________________________________________________________________
 NH1429* NAD 83(1997)-  42 21 04.52773(N)    089 04 13.99507(W)     ADJUSTED  
 NH1429* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 NH1429  ___________________________________________________________________
 NH1429  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 NH1429  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NH1429
 NH1429  HORZ ORDER  -  SECOND
 NH1429
 NH1429.The horizontal coordinates were established by classical geodetic methods
 NH1429.and adjusted by the National Geodetic Survey in October 1999..
 NH1429
 NH1429.The orthometric height was scaled from a topographic map.
 NH1429
 NH1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1429
 NH1429.The geoid height was determined by GEOID03.
 NH1429
 NH1429;                    North         East     Units Scale Factor Converg.
 NH1429;SPC IL W     -   631,678.808   790,307.813   MT  1.00004149   +0 44 18.5
 NH1429;SPC IL W     - 2,072,432.89  2,592,868.22   sFT  1.00004149   +0 44 18.5
 NH1429;SPC IL E     -   631,381.441   239,259.112   MT  1.00002038   -0 29 48.0
 NH1429;SPC IL E     - 2,071,457.28    784,969.27   sFT  1.00002038   -0 29 48.0
 NH1429;SPC WI S     -    39,449.633   676,586.336   MT  1.00009891   +0 38 19.1
 NH1429;SPC WI S     -   129,427.67  2,219,767.00   sFT  1.00009891   +0 38 19.1
 NH1429;UTM  16      - 4,690,853.502   329,464.420   MT  0.99995784   -1 23 42.8
 NH1429
 NH1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1429!SPC IL W     -   0.99997013  x   1.00004149  =   1.00001161
 NH1429!SPC IL E     -   0.99997013  x   1.00002038  =   0.99999050
 NH1429!SPC WI S     -   0.99997013  x   1.00009891  =   1.00006903
 NH1429!UTM  16      -   0.99997013  x   0.99995784  =   0.99992797
 NH1429
 NH1429:                Primary Azimuth Mark                     Grid Az
 NH1429:SPC IL W     -  CHRISTIAN                                037 11 22.6
 NH1429:SPC IL E     -  CHRISTIAN                                038 25 29.1
 NH1429:SPC WI S     -  CHRISTIAN                                037 17 22.0
 NH1429:UTM  16      -  CHRISTIAN                                039 19 23.9
 NH1429
 NH1429|---------------------------------------------------------------------|
 NH1429| PID    Reference Object                     Distance      Geod. Az  |
 NH1429|                                                           dddmmss.s |
 NH1429| NH1422 CHRISTIAN                           APPROX. 1.1 KM 0375541.1 |
 NH1429| CI8376 CLARK RM                              7.480 METERS 16929     |
 NH1429| NH1450 CLAY                                358.296 METERS 23819     |
 NH1429|---------------------------------------------------------------------|
 NH1429
 NH1429                          SUPERSEDED SURVEY CONTROL
 NH1429
 NH1429  NAD 83(1997)-  42 21 04.52770(N)    089 04 13.99569(W) AD(       ) 2
 NH1429  NAD 83(1997)-  42 21 04.52442(N)    089 04 13.99594(W) AD(       ) 2
 NH1429  NAD 83(1986)-  42 21 04.52234(N)    089 04 13.99711(W) AD(       ) 2
 NH1429  NAD 27      -  42 21 04.45720(N)    089 04 13.60780(W) AD(       ) 2
 NH1429
 NH1429.Superseded values are not recommended for survey control.
 NH1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1429.See file dsdata.txt to determine how the superseded data were derived.
 NH1429
 NH1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2946490854(NAD 83)
 NH1429_MARKER: N = NAIL
 NH1429_SETTING: 0 = UNSPECIFIED SETTING
 NH1429
 NH1429  HISTORY     - Date     Condition        Report By
 NH1429  HISTORY     - 1920     MONUMENTED       CGS
 NH1429  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1429
 NH1429                          STATION DESCRIPTION
 NH1429
 NH1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1429'STATION IS ABOUT 1-1/2 MILES S OF LATHAM PARK, ON THE E SIDE
 NH1429'OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 200 YARDS
 NH1429'S OF A ROAD CROSSING, ON THE E BANK OF THE DEEP CUT S OF THE
 NH1429'ROAD CROSSING, AND 6.72 METERS (22.05 FEET) E OF THE E AND
 NH1429'NEAREST RAIL.  THE STATION AND REFERENCE MARKS ARE STAKES 2 BY 4
 NH1429'INCHES IN SIZE, EACH WITH A NAIL IN THE TOP AND A CROSS FILED
 NH1429'ON THE NAIL.  THE REFERENCE MARK IS ON THE SAME SIDE OF THE
 NH1429'TRACK, NEAR THE FENCE LINE, 7.48 METERS (24.54 FEET) FROM THE
 NH1429'STATION, N 10 DEG 30 MIN W.
 NH1429
 NH1429                          STATION RECOVERY (1997)
 NH1429
 NH1429'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1669 ***********************************************************************
 JB1669  DESIGNATION -  CLARK
 JB1669  PID         -  JB1669
 JB1669  STATE/COUNTY-  IL/EDWARDS
 JB1669  USGS QUAD   -  ALBION NORTH (1971)
 JB1669
 JB1669                         *CURRENT SURVEY CONTROL
 JB1669  ___________________________________________________________________
 JB1669* NAD 83(1997)-  38 24 38.01419(N)    088 07 03.77504(W)     ADJUSTED  
 JB1669* NAVD 88     -       159.3    (meters)     523.     (feet)  VERTCON   
 JB1669  ___________________________________________________________________
 JB1669  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 JB1669  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JB1669
 JB1669  HORZ ORDER  -  FIRST
 JB1669
 JB1669.The horizontal coordinates were established by classical geodetic methods
 JB1669.and adjusted by the National Geodetic Survey in October 1999..
 JB1669
 JB1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1669
 JB1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1669
 JB1669.The geoid height was determined by GEOID03.
 JB1669
 JB1669;                    North         East     Units Scale Factor Converg.
 JB1669;SPC IL E     -   193,567.982   318,831.734   MT  0.99997937   +0 08 02.3
 JB1669;SPC IL E     -   635,064.29  1,046,033.78   sFT  0.99997937   +0 08 02.3
 JB1669;UTM  16      - 4,251,960.450   402,415.775   MT  0.99971727   -0 41 40.1
 JB1669
 JB1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1669!SPC IL E     -   0.99997985  x   0.99997937  =   0.99995922
 JB1669!UTM  16      -   0.99997985  x   0.99971727  =   0.99969713
 JB1669
 JB1669:                Primary Azimuth Mark                     Grid Az
 JB1669:SPC IL E     -  WEST SALEM MORAVIAN CH SPIRE             039 12 43.5
 JB1669:UTM  16      -  WEST SALEM MORAVIAN CH SPIRE             040 02 25.9
 JB1669
 JB1669|---------------------------------------------------------------------|
 JB1669| PID    Reference Object                     Distance      Geod. Az  |
 JB1669|                                                           dddmmss.s |
 JB1669| JB1634 WEST SALEM MORAVIAN CH SPIRE        APPROX.15.8 KM 0392045.8 |
 JB1669| CI4114 CLARK RM 1                           30.023 METERS 10208     |
 JB1669| JB1666 ALBION MUNICIPAL TANK               APPROX. 6.2 KM 1253058.8 |
 JB1669| CI4113 CLARK AZ MK                                        1261621.2 |
 JB1669| CI4115 CLARK RM 2                           30.822 METERS 33136     |
 JB1669|---------------------------------------------------------------------|
 JB1669
 JB1669                          SUPERSEDED SURVEY CONTROL
 JB1669
 JB1669  NAD 83(1997)-  38 24 38.01529(N)    088 07 03.77467(W) AD(       ) 1
 JB1669  NAD 83(1997)-  38 24 38.02565(N)    088 07 03.77336(W) AD(       ) 1
 JB1669  NAD 83(1986)-  38 24 38.02598(N)    088 07 03.77407(W) AD(       ) 1
 JB1669  NAD 27      -  38 24 37.84890(N)    088 07 03.63725(W) AD(       ) 1
 JB1669  NGVD 29 (07/19/86)  159.4    (m)          523.     (f) VERT ANG       
 JB1669
 JB1669.Superseded values are not recommended for survey control.
 JB1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1669.See file dsdata.txt to determine how the superseded data were derived.
 JB1669
 JB1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0241651960(NAD 83)
 JB1669_MARKER: DS = TRIANGULATION STATION DISK
 JB1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1669
 JB1669  HISTORY     - Date     Condition        Report By
 JB1669  HISTORY     - 1961     MONUMENTED       CGS
 JB1669  HISTORY     - 1967     GOOD             CGS
 JB1669
 JB1669                          STATION DESCRIPTION
 JB1669
 JB1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1669'THE STATION IS ABOUT 6 MILES NORTHEAST OF GOLDEN GATE, ABOUT 4 MILES
 JB1669'NORTHWEST OF ALBION, ON THE
 JB1669'PROPERTY OF MR C G CLARK AND IS IN THE NORTHEAST
 JB1669'.25 OF SECTION 29, T 1 S R 10 E .
 JB1669'IT IS 57 FEET SOUTHEAST OF THE
 JB1669'NORTHEAST CORNER OF A BARN, 51 FEET NORTHWEST OF A 12
 JB1669'-NCH PERSIMMON
 JB1669'TREE, 32 FEET EAST OF THE SOUTHEAST CORNER OF THE BARN AND 26 FEET
 JB1669'NORTH OF A WITNESS
 JB1669'POST AND WIRE FENCE.  THE MONUMENT IS 16 INCHES
 JB1669'UNDERGROUND AND THE DISK IS STAMPED CLARK 1961.
 JB1669'
 JB1669'TO REACH THE STATION FROM THE POST OFFICE IN ALBION, GO WEST ON STATE
 JB1669'HIGHWAY 15 FOR 1.65 MILES
 JB1669'TO A CROSSROAD.  TURN LEFT AND GO NORTH AND
 JB1669'NORTHWEST ON A GRAVELED ROAD FOR 1.9
 JB1669'MILES TO A SIDE ROAD LEFT.
 JB1669'CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.5 MILE TO
 JB1669'THE AZIMUTH MARK
 JB1669'ON THE LEFT.  CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.3
 JB1669'MILE TO WOODEN GATE ON
 JB1669'THE NORTH SIDE OF A FARM LANE LEADING WEST.
 JB1669'TURN LEFT, PASS THROUGH THE WOODEN GATE
 JB1669'AND GO WEST FOR 0.05 MILE TO
 JB1669'THE STATION ON THE SOUTHEAST SIDE OF BARN.
 JB1669'
 JB1669'REFERENCE MARK 1 IS 49 FEET EAST OF THE 12 INCH PERSIMMON TREE, 33
 JB1669'FEET SOUTH OF A 12
 JB1669'INCH OAK TREE AND 1 FOOT NORTH OF THE WIRE FENCE.  THE
 JB1669'MONUMENT PROJECTS 4 INCHES AND
 JB1669'THE DISK IS STAMPED CLARK NO 1 1961.
 JB1669'
 JB1669'REFERENCE MARK 2 IS 47 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 JB1669'BARN, 45 FEET NORTHWEST
 JB1669'OF THE NORTHEAST CORNER OF THE BARN AND 40 FEET
 JB1669'WEST OF A 12 INCH OAK TREE.  THE
 JB1669'MONUMENT IS FLUSH AND THE DISK IS
 JB1669'STAMPED CLARK NO 2 1961.
 JB1669'
 JB1669'THE AZIMUTH MARK IS 20 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED
 JB1669'ROAD AND 4 FEET
 JB1669'NORTHWEST OF A WITNESS POST AND POWER POLE.  THE MONUMENT
 JB1669'PROJECTS 2 INCHES AND THE
 JB1669'DISK IS STAMPED CLARK 1961.
 JB1669'
 JB1669'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1669
 JB1669                          STATION RECOVERY (1967)
 JB1669
 JB1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JB1669'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JB1669'THE AZIMUTH MARK
 JB1669'DIRECTION CHECKED WITH THE PREVIOUS OBSERVATION.
 JB1669'THE DISTANCE AND DIRECTION TO BOTH
 JB1669'REFERENCE MARKS CHECKED WITH THE
 JB1669'PREVIOUS DESCRIPTION.
 JB1669'
 JB1669'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JB1669'
 JB1669'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHWEST OF WEST SALEM, 4
 JB1669'MILES NORTHWEST OF
 JB1669'ALBION AND ON PROPERTY OWNED BY MR C G CLARK.
 JB1669'
 JB1669'TO REACH THE STATION FROM THE POST OFFICE IN ALBION, GO WEST ON STATE
 JB1669'HIGHWAY 15 FOR 1.8
 JB1669'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 JB1669'A GRAVELED ROAD FOR 2.4 MILES TO THE
 JB1669'AZIMUTH MARK ON THE LEFT.
 JB1669'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.35 MILE TO A
 JB1669'WOODEN GATE ON THE
 JB1669'LEFT.  TURN LEFT AND PASS THROUGH THE GATE AND GO WEST FOR 0.05
 JB1669'MILE TO THE STATION AS DESCRIBED.
 JB1669'
 JB1669'ALL MARKS ARE STANDARD DISKS SET IN SQUARE CONCRETE MONUMENTS.
 JB1669'
 JB1669'STATION MARK, STAMPED CLARK 1961 IS SET 18 INCHES BELOW THE GROUND
 JB1669'SURFACE.  IT IS 37
 JB1669'FEET NORTHEAST OF THE CENTER OF A WOODEN GATE, 34
 JB1669'FEET SOUTHEAST OF THE SOUTHEAST
 JB1669'CORNER OF A BARN, 26.5 FEET NORTHWEST
 JB1669'OF A METAL WITNESS POST AND 26.5 FEET NORTHWEST OF A FENCE.
 JB1669'
 JB1669'R M NO 1, STAMPED CLARK NO 1 1961 PROJECTS 4 INCHES.  IT IS 32 FEET
 JB1669'SOUTH OF A 24-INCH
 JB1669'OAK TREE AND 0.8 FOOT NORTH OF A FENCE.
 JB1669'
 JB1669'R M NO 2, STAMPED CLARK NO 2 1961 IS SET FLUSH WITH THE GROUND
 JB1669'SURFACE.  IT IS 45
 JB1669'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 JB1669'BARN, AND 38 FEET SOUTHEAST OF A
 JB1669'14-INCH HICKORY TREE.
 JB1669'
 JB1669'AZIMUTH MARK, STAMPED CLARK 1961 IS SET FLUSH WITH THE GROUND
 JB1669'SURFACE.  IT IS 19
 JB1669'FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD.  3.5 FEET
 JB1669'NORTHWEST OF A POWER POLE
 JB1669'AND 3.5 FEET NORTHWEST OF A METAL WITNESS POST.
 JB1669'
 JB1669'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1881 ***********************************************************************
 KA1881  DESIGNATION -  CLARKS
 KA1881  PID         -  KA1881
 KA1881  STATE/COUNTY-  IL/CLARK
 KA1881  USGS QUAD   -  CLARKSVILLE (1984)
 KA1881
 KA1881                         *CURRENT SURVEY CONTROL
 KA1881  ___________________________________________________________________
 KA1881* NAD 83(1997)-  39 27 10.81706(N)    087 46 23.92777(W)     ADJUSTED  
 KA1881* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 KA1881  ___________________________________________________________________
 KA1881  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 KA1881  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KA1881
 KA1881  HORZ ORDER  -  THIRD
 KA1881
 KA1881.The horizontal coordinates were established by classical geodetic methods
 KA1881.and adjusted by the National Geodetic Survey in October 1999..
 KA1881
 KA1881.The orthometric height was scaled from a topographic map.
 KA1881
 KA1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1881
 KA1881.The geoid height was determined by GEOID03.
 KA1881
 KA1881;                    North         East     Units Scale Factor Converg.
 KA1881;SPC IL E     -   309,418.973   348,200.608   MT  1.00000359   +0 21 21.1
 KA1881;SPC IL E     - 1,015,152.08  1,142,388.16   sFT  1.00000359   +0 21 21.1
 KA1881;UTM  16      - 4,367,334.289   433,466.141   MT  0.99965450   -0 29 29.1
 KA1881
 KA1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1881!SPC IL E     -   0.99997320  x   1.00000359  =   0.99997679
 KA1881!UTM  16      -   0.99997320  x   0.99965450  =   0.99962771
 KA1881
 KA1881:                Primary Azimuth Mark                     Grid Az
 KA1881:SPC IL E     -  CLARKS AZ MK                             014 39 21.4
 KA1881:UTM  16      -  CLARKS AZ MK                             015 30 11.6
 KA1881
 KA1881|---------------------------------------------------------------------|
 KA1881| PID    Reference Object                     Distance      Geod. Az  |
 KA1881|                                                           dddmmss.s |
 KA1881| CM3308 CLARKS AZ MK                                       0150042.5 |
 KA1881| CM3309 CLARKS RM 1                          30.090 METERS 02843     |
 KA1881| KA1869 MARSHALL MUNICIPAL TANK             APPROX. 9.7 KM 1352305.4 |
 KA1881| CM3310 CLARKS RM 2                          35.180 METERS 30046     |
 KA1881|---------------------------------------------------------------------|
 KA1881
 KA1881                          SUPERSEDED SURVEY CONTROL
 KA1881
 KA1881  NAD 83(1997)-  39 27 10.81634(N)    087 46 23.92685(W) AD(       ) 3
 KA1881  NAD 83(1986)-  39 27 10.82584(N)    087 46 23.92106(W) AD(       ) 3
 KA1881  NAD 27      -  39 27 10.70160(N)    087 46 23.81520(W) AD(       ) 3
 KA1881
 KA1881.Superseded values are not recommended for survey control.
 KA1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1881.See file dsdata.txt to determine how the superseded data were derived.
 KA1881
 KA1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ3346667334(NAD 83)
 KA1881_MARKER: DS = TRIANGULATION STATION DISK
 KA1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1881
 KA1881  HISTORY     - Date     Condition        Report By
 KA1881  HISTORY     - 1947     MONUMENTED       CGS
 KA1881
 KA1881                          STATION DESCRIPTION
 KA1881
 KA1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1881'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF MARSHALL AND 2
 KA1881'MILES EAST OF THE SMALL COMMUNITY OF CLARKSVILLE ON PROPERTY
 KA1881'OWNED BY MR. FRANK CURRAN. IT IS 60 FEET NORTH OF THE NORTHEAST
 KA1881'CORNER OF MR. CURRANS HOUSE, AND 51 FEET WEST OF THE APPROXIMATE
 KA1881'CENTERLINE OF A DIRT ROAD. THE MARK IS FLUSH WITH THE GROUND, AND THE
 KA1881'DISK IS STAMPED CLARKS 1947.
 KA1881'
 KA1881'REFERENCE MARK NO. 1 IS 98.72 FEET NORTH-NORTHEAST OF THE STATION, 50
 KA1881'FEET SOUTH OF A FENCE CORNER, 19 FEET WEST OF THE APPROXIMATE
 KA1881'CENTERLINE OF THE DIRT ROAD, AND 6 INCHES WEST OF A FENCE. THE MARK
 KA1881'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CLARKS NO 1
 KA1881'1947.
 KA1881'
 KA1881'REFERENCE MARK NO. 2 IS 115.42 FEET NORTHWEST OF THE STATION,65 FEET
 KA1881'SOUTH OF A FENCE CORNER, 15 FEET NORTHWEST OF AN 18-INCH APPLE
 KA1881'TREE, AND 6 INCHES EAST OF A FENCE. THE MARK IS FLUSH WITH THE
 KA1881'GROUND, AND THE DISK IS STAMPED CLARKS NO 2 1947.
 KA1881'
 KA1881'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH-NORTHEAST OF THE
 KA1881'STATION, 30 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 KA1881'A GRAVELED ROAD, 2 FEET EAST OF A WITNESS POST, AND 6 INCHES NORTH OF
 KA1881'A FENCE. THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 KA1881'CLARKS 1947.
 KA1881'
 KA1881'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE CLARK COUNTY
 KA1881'COURT HOUSE SQUARE IN MARSHALL, GO NORTH ON 6TH STREET FOR 0.9
 KA1881'MILE TO THE PENNSYLVANIA RAIL ROAD TRACKS, CROSS THE TRACKS AND GO
 KA1881'NORTHWESTERLY ON A GRAVELED ROAD FOR 6.15 MILES TO THE E.X.FOX
 KA1881'GROCERY STORE IN CLARKSVILLE, CONTINUE NORTHWESTERLY FOR 0.05 MILE TO
 KA1881'A SIDE ROAD RIGHT, HERE TURN RIGHT AND GO 0.3 MILE TO
 KA1881'ANOTHER SIDE ROAD RIGHT, TURN RIGHT AND GO 1.8 MILES TO A CROSSROAD,
 KA1881'HERE TURN RIGHT ON A DIRT ROAD AND GO 0.3 MILE TO THE STATION ON
 KA1881'THE RIGHT AS DESCRIBED.
 KA1881'
 KA1881'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED CROSSROAD, GO EAST
 KA1881'ON A GRAVELED ROAD FOR ABOUT 350 FEET TO THE AZIMUTH MARK ON
 KA1881'THE RIGHT AS DESCRIBED.
 KA1881'
 KA1881'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1580 ***********************************************************************
 JC1580  DESIGNATION -  CLARKS MOUND
 JC1580  PID         -  JC1580
 JC1580  STATE/COUNTY-  IL/ST CLAIR
 JC1580  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC1580
 JC1580                         *CURRENT SURVEY CONTROL
 JC1580  ___________________________________________________________________
 JC1580* NAD 83(1997)-  38 34 45.81913(N)    090 04 13.05022(W)     ADJUSTED  
 JC1580* NAVD 88     -       206.5    (meters)     677.     (feet)  VERTCON   
 JC1580  ___________________________________________________________________
 JC1580  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 JC1580  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JC1580
 JC1580  HORZ ORDER  -  FIRST
 JC1580
 JC1580.The horizontal coordinates were established by classical geodetic methods
 JC1580.and adjusted by the National Geodetic Survey in October 1999..
 JC1580
 JC1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1580
 JC1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1580
 JC1580.The geoid height was determined by GEOID03.
 JC1580
 JC1580;                    North         East     Units Scale Factor Converg.
 JC1580;SPC IL W     -   212,284.365   708,397.323   MT  0.99994204   +0 03 36.4
 JC1580;SPC IL W     -   696,469.62  2,324,133.55   sFT  0.99994204   +0 03 36.4
 JC1580;SPC MO E     -   304,829.392   287,441.041   MT  0.99995059   +0 16 04.7
 JC1580;UTM  15      - 4,274,174.032   755,208.622   MT  1.00040215   +1 49 40.6
 JC1580;UTM  16      - 4,274,574.346   232,542.503   MT  1.00048101   -1 54 56.7
 JC1580
 JC1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1580!SPC IL W     -   0.99997244  x   0.99994204  =   0.99991448
 JC1580!SPC MO E     -   0.99997244  x   0.99995059  =   0.99992303
 JC1580!UTM  15      -   0.99997244  x   1.00040215  =   1.00037458
 JC1580!UTM  16      -   0.99997244  x   1.00048101  =   1.00045343
 JC1580
 JC1580:                Primary Azimuth Mark                     Grid Az
 JC1580:SPC IL W     -  AMERICAN BOTTOM UPPER BASE               026 38 58.1
 JC1580:SPC MO E     -  AMERICAN BOTTOM UPPER BASE               026 26 29.8
 JC1580:UTM  15      -  AMERICAN BOTTOM UPPER BASE               024 52 53.9
 JC1580:UTM  16      -  AMERICAN BOTTOM UPPER BASE               028 37 31.2
 JC1580
 JC1580|---------------------------------------------------------------------|
 JC1580| PID    Reference Object                     Distance      Geod. Az  |
 JC1580|                                                           dddmmss.s |
 JC1580| JC1578 AMERICAN BOTTOM UPPER BASE          APPROX.10.5 KM 0264234.5 |
 JC1580| JB1994 COLLINSVILLE BAPTIST CH SPIRE       APPROX.12.2 KM 0343035.1 |
 JC1580| JC1614 MILLSTADT CHURCH SPIRE              APPROX.13.4 KM 1884233.0 |
 JC1580| JC1586 ST LOUIS SACRED HEART CONVENT       APPROX.14.5 KM 2694941.2 |
 JC1580| JC1584 ST LOUIS ST FRANCIS CHURCH          APPROX.14.8 KM 2702509.4 |
 JC1580| JC1588 ST LOUIS MARINE HOSPITAL            APPROX.13.1 KM 2734417.1 |
 JC1580| JC1587 ST LOUIS HOLY CROSS CHURCH          APPROX.13.8 KM 2744848.0 |
 JC1580| JC1585 ST LOUIS GRAND LAFAYETTE TOWER      APPROX.15.2 KM 2854139.4 |
 JC1580| JC1590 ST LOUIS BOHEMIAN CHURCH            APPROX.12.3 KM 2872057.8 |
 JC1580| JC1596 ST LOUIS ST JOHNS CHURCH            APPROX.14.4 KM 2954055.0 |
 JC1580| JC1598 ST LOUIS COURTHOUSE                 APPROX.11.6 KM 2962424.2 |
 JC1580| JC1592 ST LOUIS SECOND PRESB CHURCH        APPROX.13.1 KM 2964624.5 |
 JC1580| JC1593 ST LOUIS FIRST PRESBYTERIAN CH      APPROX.12.7 KM 2970629.6 |
 JC1580|---------------------------------------------------------------------|
 JC1580
 JC1580                          SUPERSEDED SURVEY CONTROL
 JC1580
 JC1580  NAD 83(1986)-  38 34 45.83519(N)    090 04 13.04375(W) AD(       ) 1
 JC1580  NAD 27      -  38 34 45.65200(N)    090 04 12.66000(W) AD(       ) 1
 JC1580  NGVD 29 (07/19/86)  206.6    (m)          678.     (f) VERT ANG       
 JC1580
 JC1580.Superseded values are not recommended for survey control.
 JC1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1580.See file dsdata.txt to determine how the superseded data were derived.
 JC1580
 JC1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5520974174(NAD 83)
 JC1580_MARKER: V = STONE MONUMENT
 JC1580_SETTING: 0 = UNSPECIFIED SETTING
 JC1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1580
 JC1580  HISTORY     - Date     Condition        Report By
 JC1580  HISTORY     - 1871     MONUMENTED       CGS
 JC1580  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JC1580  HISTORY     - 1931     SEE DESCRIPTION  CGS
 JC1580  HISTORY     - 1937     GOOD             CGS
 JC1580  HISTORY     - 1939     GOOD             USGS
 JC1580  HISTORY     - 1961     GOOD             CGS
 JC1580  HISTORY     - 1965     GOOD             LOCSUR
 JC1580  HISTORY     - 1965     SEE DESCRIPTION  CGS
 JC1580
 JC1580                          STATION DESCRIPTION
 JC1580
 JC1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (REH)
 JC1580'ON THE BLUFFS OVERLOOKING THE AMERICAN BOTTOM, THREE-FOURTHS
 JC1580'MILE SOUTH OF FRENCH VILLAGE, NEAR THE MIDDLE OF THE SOUTH
 JC1580'LINE OF THE NW 1/4 SEC. 35, T. 2 N., R. 9 W., ON LAND BELONGING
 JC1580'IN 1880 TO WILLIAM CLARK.  THE STATION IS ON THE TOP OF A
 JC1580'PROMINENT MOUND KNOWN LOCALLY AS CLARKS MOUND, A SHORT DISTANCE
 JC1580'NORTHWEST OF MR. OGLES HOUSE, AND IS MARKED BY A CROSS IN THE
 JC1580'TOP OF A WHITE MARBLE POST ABOUT 6 INCHES SQUARE AND 30 INCHES
 JC1580'LONG PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  THE LETTERS
 JC1580'U.S.C. AND G.S. ARE INSCRIBED IN THE POST.  THE UNDERGROUND
 JC1580'MARK IS A BOTTLE FILLED WITH ASHES, ABOUT 30 INCHES BELOW
 JC1580'THE GROUND.  THERE ARE TWO REFERENCE POSTS, ALSO OF WHITE
 JC1580'MARBLE BUT SLIGHTLY SMALLER THAN THE POST MARKING THE
 JC1580'STATION, WITH AN ARROW IN THE TOP OF EACH POINTING TOWARD
 JC1580'THE STATION.  ONE REFERENCE MARK IS 15.24 METERS (INCLINED
 JC1580'DISTANCE) FROM THE STATION S 21 DEG 54 MIN W, AND
 JC1580'THE OTHER IS 15.24 METERS (INCLINED DISTANCE) S 81 DEG 26 MIN E.
 JC1580'THREE TREES, EACH MARKED WITH A
 JC1580'TRIANGULAR BLAZE, ARE AT THE FOLLOWING DISTANCES AND MAGNETIC
 JC1580'BEARINGS FROM THE STATION- HICKORY, 19.6 METERS, N. 41
 JC1580'DEG 30 MIN E., WHITE OAK, 12.0 METERS, S. 57 DEG 30 MIN
 JC1580'E., AND HICKORY, 28.1 METERS, S. 51 DEG 30 MIN E.
 JC1580
 JC1580                          STATION RECOVERY (1922)
 JC1580
 JC1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 (JSB)
 JC1580'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED BY R.E.H.  THE
 JC1580'STATION MARKS WERE LEFT AS FOUND EXCEPT THAT A TABLET STATION
 JC1580'MARK WAS SET IN THE TOP OF THE MARBLE POST MARKING THE STATION.
 JC1580'
 JC1580'THE LAND IS OWNED BY JUDGE KRAMER, WHO LIVES IN A FINE RESIDENCE
 JC1580'ABOUT 125 METERS SOUTHEAST OF THE STATION.  THE TOP OF THE MOUND
 JC1580'IS LEVEL ABOUT 20 FEET IN DIAMETER, AND THE STATION MARK IS
 JC1580'ABOUT 6 FEET TO THE WESTWARD OF THE EAST EDGE OF THE MOUND.  IT
 JC1580'IS ON THE EXTREME END OF A SPUR WHICH MAKES OUT TO THE NORTHWEST
 JC1580'OVERLOOKING THE AMERICAN BOTTOM.
 JC1580
 JC1580                          STATION RECOVERY (1931)
 JC1580
 JC1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAS)
 JC1580'THE STATION MARK HAS BEEN MOVED IN A NORTHWESTERLY DIRECTION
 JC1580'A DISTANCE OF BETWEEN TWO AND FOUR FEET.  THE MARK NOW STANDS IN
 JC1580'THE CENTER OF A SUMMERHOUSE LOCATED ON THE MOUND.  THE MARK WAS
 JC1580'MOVED BY A.T. SPIVEY, A LATE EDITOR OF EAST ST. LOUIS, AT THE TIME
 JC1580'THE SUMMERHOUSE WAS ERECTED.  THE GARDENER OF THE SPIVEY
 JC1580'ESTATE STATED THAT MR. SPIVEY MADE A RECORD OF THE AMOUNT
 JC1580'THE MARK WAS MOVED AT THE TIME THE SUMMERHOUSE WAS ERECTED.
 JC1580'MR. SPIVEY DIED ABOUT TWO WEEKS BEFORE THE STATION WAS
 JC1580'VISITED.  A LETTER WAS WRITTEN TO HIS WIDOW REQUESTING ANY
 JC1580'RECORD AVAILABLE OF THE MOVING OF THE SURFACE MARK BUT NO REPLY
 JC1580'WAS RECEIVED.  IT IS POSSIBLE THAT THE UNDERGROUND MARK IS
 JC1580'STILL IN ITS ORIGINAL POSITION BUT IF SO IT IS UNDER THE
 JC1580'CONCRETE FLOOR OF THE SUMMERHOUSE.  UNLESS INFORMATION
 JC1580'REGARDING THE DISTANCE THE SURFACE MARK WAS MOVED CAN BE
 JC1580'OBTAINED THE STATION WILL HAVE TO BE CONSIDERED LOST FOR IT IS
 JC1580'NOT BELIEVED THAT MRS. SPIVEY WOULD CONSENT TO HAVE THE
 JC1580'FLOOR OF THE SUMMERHOUSE TAKEN UP TO SEARCH FOR THE
 JC1580'UNDERGROUND MARK.
 JC1580'
 JC1580'ONE STONE REFERENCE MARK WAS RECOVERED, THE OTHER HAD BEEN
 JC1580'REMOVED.  ON PROPERTY OF THE A.T. SPIVEY ESTATE.
 JC1580
 JC1580                          STATION RECOVERY (1937)
 JC1580
 JC1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JC1580'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 JC1580'FOLLOWS-
 JC1580'
 JC1580'ON THE HIGHEST POINT IN THE VICINITY, ABOUT 3/4 MILE SOUTH OF
 JC1580'EDGEMONT, ON THE TOP OF THE BLUFFS OVERLOOKING AMERICAN BOTTOM.
 JC1580'STATION IS A STANDARD DISK SET IN THE FLOOR OF THE SUMMERHOUSE
 JC1580'ON THE TOP OF CLARKS MOUND ON THE TISCH ESTATE.  BECAUSE OF THE
 JC1580'NATURE OF THE BUILDING IT WAS NOT PRACTICAL TO SET REFERENCE
 JC1580'MARKS AND NO REFERENCE MARKS WERE FOUND.
 JC1580'
 JC1580'TO REACH FROM EDGEMONT, GO SOUTH ON PAVED STATE HIGHWAY 157,
 JC1580'FOR 0.2 MILE.  TAKE LEFT FORK, THE SIGNAL HILL ROAD AND GO
 JC1580'SOUTHEAST UP GRADE 0.1 MILE.  TAKE THE RIGHT FORK AND CONTINUE
 JC1580'SOUTH 0.1 MILE.  AGAIN KEEP THE RIGHT FORK AND CONTINUE SOUTH
 JC1580'FOR 0.3 MILE.  THEN TURN RIGHT AND GO WEST 0.1 MILE TO THE
 JC1580'ENTRANCE TO THE TISCH ESTATE ON THE RIGHT OR NORTH OF THE ROAD.
 JC1580'THE STATION IS IN THE SUMMERHOUSE ON THE MOUND ABOUT 50 YARDS
 JC1580'WEST OF THE MANSION-HOUSE.
 JC1580
 JC1580                          STATION RECOVERY (1939)
 JC1580
 JC1580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939 (JGC)
 JC1580'COPY OF LETTER OF U.S. GEOLOGICAL SURVEY TO MR. JAMES G. COONEY
 JC1580'3403 WEST MAIN STREET, BELLEVILLE, ILLINOIS, FEB. 21, 1939-
 JC1580'ELEVATION OF 670.6 FEET DETERMINED BY TIE TO P.T. STATION 12
 JC1580'F AT ST. HENRY COLLEGE, BY MR. JAMES G. COONEY.
 JC1580
 JC1580                          STATION RECOVERY (1961)
 JC1580
 JC1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JC1580'STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN GOOD
 JC1580'CONDITION AS DESCRIBED IN THE 1937 DESCRIPTION.  NO REFERENCE
 JC1580'MARKS WERE FOUND.
 JC1580
 JC1580                          STATION RECOVERY (1965)
 JC1580
 JC1580'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965 (TG)
 JC1580'RECOVERED AS DESCRIBED BY CHICAGO AERIAL SURVEY.
 JC1580
 JC1580                          STATION RECOVERY (1965)
 JC1580
 JC1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 JC1580'THIS STATION WAS RECOVERED NEAR THE CENTER OF THE FLOOR OF A
 JC1580'SUMMER HOUSE ON TOP OF A KNOLL TO THE WEST OF THE BRICK HOUSE ON
 JC1580'THE WALTER P. TISCH ESTATE.  A REPORT HAD BEEN RECEIVED THAT THE
 JC1580'POSITION OF THE STATION COULD NOT BE VERIFIED.  MR. TISCH REPORTED
 JC1580'THAT HE HAD BEEN INFORMED THAT THE STATION HAD NOT BEEN MOVED.
 JC1580'THE STATE HIGHWAY DEPARTMENT WAS CONTACTED AND THEY REPORTED
 JC1580'THAT THEY COULD NOT CHECK ANGLES AND DISTANCES AT THE STATION
 JC1580'AND WERE SURE THAT IT HAD BEEN MOVED.
 JC1580'
 JC1580'THE STATION MARK IS NEAR THE CENTER OF A CONCRETE FLOOR THAT
 JC1580'IS 17 FEET SQUARE AND THE CONCRETE IS ABOUT 6 INCHES THICK.
 JC1580'THIS WOULD MAKE IT PRACTICALLY IMPOSSIBLE TO CHECK THE
 JC1580'UNDERGROUND MARK.  SINCE THE STATION IS INSIDE THE SUMMER HOUSE
 JC1580'AND DUE TO TREES ON THE HILL THE STATION IS OF LITTLE VALUE.
 JC1580'
 JC1580'TO REACH THE STATION FROM EDGEMONT, FROM THE JUNCTION OF STATE
 JC1580'HIGHWAYS 15 AND 157 AT THE BANK OF EDGEMONT, GO SOUTH ON
 JC1580'STATE HIGHWAY 15 FOR 0.3 MILE TO FORKS, TAKE LEFT FORK 0.1 MILE
 JC1580'TO FORKS, TAKE RIGHT FORK FOR 0.1 MILE TO FORKS, TAKE RIGHT FORK
 JC1580'FOR 0.35 MILE, TURN RIGHT AND WEST AT CROSSROADS FOR 0.1 MILE TO
 JC1580'A BRICK HOUSE ON THE RIGHT AND THE STATION TO WEST OF HOUSE AS
 JC1580'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1272 ***********************************************************************
 KB1272  DESIGNATION -  CLARKSBURG
 KB1272  PID         -  KB1272
 KB1272  STATE/COUNTY-  IL/SHELBY
 KB1272  USGS QUAD   -  FANCHER (1981)
 KB1272
 KB1272                         *CURRENT SURVEY CONTROL
 KB1272  ___________________________________________________________________
 KB1272* NAD 83(1997)-  39 19 05.21863(N)    088 45 50.47795(W)     ADJUSTED  
 KB1272* NAVD 88     -       187.3    (meters)     615.     (feet)  GPS OBS   
 KB1272  ___________________________________________________________________
 KB1272  X           -     106,581.592 (meters)                     COMP
 KB1272  Y           -  -4,939,996.018 (meters)                     COMP
 KB1272  Z           -   4,019,799.745 (meters)                     COMP
 KB1272  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KB1272  ELLIP HEIGHT-         155.07  (meters)          (12/06/04) GPS OBS
 KB1272  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KB1272
 KB1272  HORZ ORDER  -  FIRST
 KB1272  ELLP ORDER  -  FOURTH    CLASS I
 KB1272
 KB1272.The horizontal coordinates were established by GPS observations
 KB1272.and adjusted by the National Geodetic Survey in December 2002..
 KB1272
 KB1272.The orthometric height was determined by GPS observations and a
 KB1272.high-resolution geoid model.
 KB1272
 KB1272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1272
 KB1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1272
 KB1272.The ellipsoidal height was determined by GPS observations
 KB1272.and is referenced to NAD 83.
 KB1272
 KB1272.The geoid height was determined by GEOID03.
 KB1272
 KB1272;                    North         East     Units Scale Factor Converg.
 KB1272;SPC IL E     -   294,382.408   262,859.518   MT  0.99999198   -0 16 22.4
 KB1272;SPC IL E     -   965,819.62    862,398.27   sFT  0.99999198   -0 16 22.4
 KB1272;SPC IL W     -   295,222.217   820,955.425   MT  1.00012125   +0 53 19.9
 KB1272;SPC IL W     -   968,574.89  2,693,417.92   sFT  1.00012125   +0 53 19.9
 KB1272;UTM  16      - 4,353,562.792   347,931.832   MT  0.99988473   -1 07 04.6
 KB1272
 KB1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1272!SPC IL E     -   0.99997567  x   0.99999198  =   0.99996765
 KB1272!SPC IL W     -   0.99997567  x   1.00012125  =   1.00009692
 KB1272!UTM  16      -   0.99997567  x   0.99988473  =   0.99986040
 KB1272
 KB1272|---------------------------------------------------------------------|
 KB1272| PID    Reference Object                     Distance      Geod. Az  |
 KB1272|                                                           dddmmss.s |
 KB1272| CI6831 CLARKSBURG RM 1                      28.940 METERS 12527     |
 KB1272| CI6832 CLARKSBURG RM 2                      23.925 METERS 23903     |
 KB1272| KB1273 CLARKSBURG AZ MK 1976               APPROX. 0.8 KM 3574809.8 |
 KB1272|---------------------------------------------------------------------|
 KB1272
 KB1272                          SUPERSEDED SURVEY CONTROL
 KB1272
 KB1272  ELLIP H (12/18/02)  155.09   (m)                       GP(       ) 4 2
 KB1272  NAD 83(1997)-  39 19 05.21383(N)    088 45 50.48002(W) AD(       ) 1
 KB1272  NAD 83(1986)-  39 19 05.22877(N)    088 45 50.46723(W) AD(       ) 1
 KB1272  NAD 27      -  39 19 05.07306(N)    088 45 50.23110(W) AD(       ) 1
 KB1272  NGVD 29 (07/19/86)  187.8    (m)          616.     (f) VERT ANG       
 KB1272
 KB1272.Superseded values are not recommended for survey control.
 KB1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1272.See file dsdata.txt to determine how the superseded data were derived.
 KB1272
 KB1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4793253563(NAD 83)
 KB1272_MARKER: DS = TRIANGULATION STATION DISK
 KB1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1272+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB1272
 KB1272  HISTORY     - Date     Condition        Report By
 KB1272  HISTORY     - 1976     MONUMENTED       NGS
 KB1272  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1272
 KB1272                          STATION DESCRIPTION
 KB1272
 KB1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1272'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF COWDEN,
 KB1272'6-1/2 MILES SOUTH-SOUTHEAST OF SHELBYVILLE, 1-1/2 MILES SOUTHWEST
 KB1272'OF CLARKSBURG, ON THE WEST SIDE OF A TRIANGLE FORMED BY A ROAD
 KB1272'INTERSECTION, IN SW CORNER OF SECTION 9, T 10 N, R 4 E, AND ON
 KB1272'ROAD RIGHT-OF-WAY.
 KB1272'
 KB1272'TO REACH THE STATION FROM THE COURTHOUSE IN SHELBYVILLE, GO EAST
 KB1272'ON STATE HIGHWAY 16 FOR 0.55 MILE TO A FORK.  TURN RIGHT AND GO
 KB1272'SOUTHEAST AND SOUTHERLY ON COUNTY ROAD 653 FOR 4.0 MILES TO A
 KB1272'CEMETERY ON THE LEFT AT A CURVE, CONTINUE EASTERLY AND SOUTHERLY
 KB1272'ON COUNTY ROAD 653 FOR 2.25 MILES TO THE AZIMUTH MARK ON THE
 KB1272'RIGHT, CONTINUE SOUTH FOR 0.5 MILE TO A TRIANGLE INTERSECTION
 KB1272'AND THE STATION.
 KB1272'
 KB1272'STATION MARKS ARE STANDARD DISKS STAMPED CLARKSBURG 1976.  THE
 KB1272'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1272'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 79 FEET
 KB1272'NORTH OF A PAVED ROAD, 60 FEET WEST OF THE CENTER OF COUNTY ROAD
 KB1272'653, 41 FEET EAST OF THE CENTER OF A PAVED ROAD AND 5 FEET WEST
 KB1272'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP
 KB1272'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 KB1272'SURFACE.
 KB1272'
 KB1272'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARKSVILLE NO 1
 KB1272'1976, IS SET IN THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE
 KB1272'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET
 KB1272'SOUTH OF THE CENTER OF A PAVED ROAD, 25 FEET NORTH OF THE CENTER
 KB1272'OF A PAVED ROAD AND 3 FEET SOUTH OF A POWERLINE POLE NUMBER
 KB1272'11898.
 KB1272'
 KB1272'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARKSVILLE NO 2
 KB1272'1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1272'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 24 FEET WEST OF
 KB1272'THE CENTER OF A PAVED ROAD, 21 FEET NORTH-NORTHEAST OF A
 KB1272'POWERLINE POLE, 16 FEET NORTH OF A FENCE CORNER AND 2 FEET SOUTH
 KB1272'OF A METAL WITNESS POST.
 KB1272'
 KB1272'AZIMUTH MARK, A STANDARD DISK STAMPED CLARKSBURG AZ 1976, IS SET
 KB1272'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KB1272'FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET WEST OF THE CENTER
 KB1272'OF COUNTY ROAD 653, 8 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 KB1272'3 FEET SOUTH OF A POWERLINE POLE AND 2 FEET SOUTH OF A METAL
 KB1272'WITNESS POST.
 KB1272'
 KB1272'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS
 KB1272
 KB1272                          STATION RECOVERY (2000)
 KB1272
 KB1272'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1272'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1272'RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOUND RM 1 AND RM 2
 KB1272'AND AZIMUTH MARK ALL IN GOOD CONDITION AS DESCRIBED.
 KB1272'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1273 ***********************************************************************
 KB1273  DESIGNATION -  CLARKSBURG AZ MK 1976
 KB1273  PID         -  KB1273
 KB1273  STATE/COUNTY-  IL/SHELBY
 KB1273  USGS QUAD   -  FANCHER (1981)
 KB1273
 KB1273                         *CURRENT SURVEY CONTROL
 KB1273  ___________________________________________________________________
 KB1273* NAD 83(1997)-  39 19 30.50047(N)    088 45 51.72689(W)     ADJUSTED  
 KB1273* NAVD 88     -       186.7    (meters)     613.     (feet)  VERTCON   
 KB1273  ___________________________________________________________________
 KB1273  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KB1273  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KB1273
 KB1273  HORZ ORDER  -  SECOND
 KB1273
 KB1273.The horizontal coordinates were established by classical geodetic methods
 KB1273.and adjusted by the National Geodetic Survey in October 1999..
 KB1273
 KB1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1273
 KB1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1273
 KB1273.The geoid height was determined by GEOID03.
 KB1273
 KB1273;                    North         East     Units Scale Factor Converg.
 KB1273;SPC IL E     -   295,162.211   262,833.318   MT  0.99999200   -0 16 23.4
 KB1273;SPC IL E     -   968,378.02    862,312.31   sFT  0.99999200   -0 16 23.4
 KB1273;SPC IL W     -   296,001.429   820,913.413   MT  1.00012112   +0 53 19.6
 KB1273;SPC IL W     -   971,131.35  2,693,280.09   sFT  1.00012112   +0 53 19.6
 KB1273;UTM  16      - 4,354,342.812   347,917.137   MT  0.99988478   -1 07 06.0
 KB1273
 KB1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1273!SPC IL E     -   0.99997576  x   0.99999200  =   0.99996776
 KB1273!SPC IL W     -   0.99997576  x   1.00012112  =   1.00009688
 KB1273!UTM  16      -   0.99997576  x   0.99988478  =   0.99986054
 KB1273
 KB1273|---------------------------------------------------------------------|
 KB1273| PID    Reference Object                     Distance      Geod. Az  |
 KB1273|                                                           dddmmss.s |
 KB1273| KB1274 CLARKSBURG AZ A PT 1976               5.943 METERS 04141     |
 KB1273| KB1272 CLARKSBURG                          APPROX. 0.8 KM 1774809.0 |
 KB1273|---------------------------------------------------------------------|
 KB1273
 KB1273                          SUPERSEDED SURVEY CONTROL
 KB1273
 KB1273  NAD 83(1986)-  39 19 30.51540(N)    088 45 51.71413(W) AD(       ) 2
 KB1273  NAD 27      -  39 19 30.36009(N)    088 45 51.47691(W) AD(       ) 2
 KB1273  NGVD 29 (07/19/86)  186.8    (m)          613.     (f) VERT ANG       
 KB1273
 KB1273.Superseded values are not recommended for survey control.
 KB1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1273.See file dsdata.txt to determine how the superseded data were derived.
 KB1273
 KB1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4791754343(NAD 83)
 KB1273_MARKER: DR = REFERENCE MARK DISK
 KB1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1273+STABILITY: SURFACE MOTION
 KB1273
 KB1273  HISTORY     - Date     Condition        Report By
 KB1273  HISTORY     - 1976     MONUMENTED       NGS
 KB1273
 KB1273                          STATION DESCRIPTION
 KB1273
 KB1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1273'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF
 KB1273'COWDAN, 6-1/2 MILES SOUTH-SOUTHEAST OF SHELBYVILLE, 1-1/2 MILES
 KB1273'SOUTHWEST OF CLARKSBURG AND IN THE SOUTHWEST CORNER OF SECTION,
 KB1273'9, T 10 N, R 4 E, AND ON ROAD RIGHT-OF-WAY.
 KB1273'
 KB1273'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CLARKSBURG
 KB1273'AZ 1976, IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1273'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET
 KB1273'WEST OF CENTER OF A PAVED ROAD, 8 FEET NORTH OF THE CENTER OF
 KB1273'A TRACK ROAD, 3 FEET SOUTH OF A POWERLINE POLE AND 2 FEET SOUTH
 KB1273'OF A METAL WITNESS POST.
 KB1273'
 KB1273'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1273'STATION CLARKSBURG 1976.
 KB1273'
 KB1273'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KB1273'CLARKSBURG, DISTANCE BEING 780.395 METERS, NORTH OF THE
 KB1273'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2723 ***********************************************************************
 LB2723  DESIGNATION -  CLASSEN RESET
 LB2723  PID         -  LB2723
 LB2723  STATE/COUNTY-  IL/IROQUOIS
 LB2723  USGS QUAD   -  GILMAN (1986)
 LB2723
 LB2723                         *CURRENT SURVEY CONTROL
 LB2723  ___________________________________________________________________
 LB2723* NAD 83(1997)-  40 48 39.08349(N)    087 59 02.62781(W)     ADJUSTED  
 LB2723* NAVD 88     -       198.6    (meters)     652.     (feet)  GPS OBS   
 LB2723  ___________________________________________________________________
 LB2723  X           -     170,064.477 (meters)                     COMP
 LB2723  Y           -  -4,831,478.822 (meters)                     COMP
 LB2723  Z           -   4,146,656.581 (meters)                     COMP
 LB2723  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LB2723  ELLIP HEIGHT-         166.17  (meters)          (02/03/05) GPS OBS
 LB2723  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LB2723
 LB2723  HORZ ORDER  -  FIRST
 LB2723  ELLP ORDER  -  FOURTH    CLASS II
 LB2723
 LB2723.The horizontal coordinates were established by GPS observations
 LB2723.and adjusted by the AMERICAN SURVEYING in March 2003..
 LB2723
 LB2723.The orthometric height was determined by GPS observations and a
 LB2723.high-resolution geoid model.
 LB2723
 LB2723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2723
 LB2723.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2723
 LB2723.The ellipsoidal height was determined by GPS observations
 LB2723.and is referenced to NAD 83.
 LB2723
 LB2723.The geoid height was determined by GEOID03.
 LB2723
 LB2723;                    North         East     Units Scale Factor Converg.
 LB2723;SPC IL E     -   460,096.250   329,469.035   MT  0.99998568   +0 13 41.8
 LB2723;SPC IL E     - 1,509,499.11  1,080,932.99   sFT  0.99998568   +0 13 41.8
 LB2723;UTM  16      - 4,518,226.541   417,002.032   MT  0.99968479   -0 38 35.5
 LB2723
 LB2723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2723!SPC IL E     -   0.99997393  x   0.99998568  =   0.99995962
 LB2723!UTM  16      -   0.99997393  x   0.99968479  =   0.99965873
 LB2723
 LB2723:                Primary Azimuth Mark                     Grid Az
 LB2723:SPC IL E     -  DANFORTH MUNICIPAL TANK                  029 18 39.0
 LB2723:UTM  16      -  DANFORTH MUNICIPAL TANK                  030 10 56.3
 LB2723
 LB2723|---------------------------------------------------------------------|
 LB2723| PID    Reference Object                     Distance      Geod. Az  |
 LB2723|                                                           dddmmss.s |
 LB2723| LB2343 DANFORTH MUNICIPAL TANK             APPROX. 1.1 KM 0293220.8 |
 LB2723| LB1960 CLASSEN RM 1                         16.302 METERS 18001     |
 LB2723| LB1957 CLASSEN RM 3                         16.345 METERS 18011     |
 LB2723| CM3311 CLASSEN RM 5                         16.670 METERS 18209     |
 LB2723| LB2344 GILMAN MUNICIPAL TANK               APPROX. 5.0 KM 1845220.4 |
 LB2723| CM3312 CLASSEN RM 6                         10.434 METERS 26422     |
 LB2723| LB1956 CLASSEN RM 4                         10.472 METERS 26443     |
 LB2723| LB1958 CLASSEN RM 2                         11.732 METERS 26717     |
 LB2723|---------------------------------------------------------------------|
 LB2723
 LB2723                          SUPERSEDED SURVEY CONTROL
 LB2723
 LB2723  ELLIP H (03/04/03)  166.16   (m)                       GP(       ) 4 2
 LB2723  NAD 83(1997)-  40 48 39.08208(N)    087 59 02.63010(W) AD(       ) 2
 LB2723  NAD 83(1997)-  40 48 39.08238(N)    087 59 02.63074(W) AD(       ) 2
 LB2723  NAD 83(1986)-  40 48 39.08997(N)    087 59 02.63879(W) AD(       ) 2
 LB2723  NAD 27      -  40 48 38.96760(N)    087 59 02.49520(W) AD(       ) 2
 LB2723
 LB2723.Superseded values are not recommended for survey control.
 LB2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2723.See file dsdata.txt to determine how the superseded data were derived.
 LB2723
 LB2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1700218227(NAD 83)
 LB2723_MARKER: DS = TRIANGULATION STATION DISK
 LB2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2723_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2723+STABILITY: SURFACE MOTION
 LB2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2723+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LB2723
 LB2723  HISTORY     - Date     Condition        Report By
 LB2723  HISTORY     - 1976     MONUMENTED       NGS
 LB2723  HISTORY     - 200205   GOOD             ASCPC
 LB2723
 LB2723                          STATION DESCRIPTION
 LB2723
 LB2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LB2723'THE SURFACE STATION MONUMENT, REFERENCE MARKS 3 AND 4 WERE FOUND
 LB2723'UPROOTED BY ROAD EQUIPMENT WHEN THE ROAD WAS WIDENED THIS YEAR.  AS
 LB2723'ALL OF THE MARKS WERE DESTROYED THE STATION NO LONGER CARRIES AN
 LB2723'ELEVATION.  THE UNDERGROUND DISK WAS RECOVERED THE POINT PLUMBED
 LB2723'AND HELD AND A NEW SURFACE MARK SET.  REFERENCE MARKS 5 AND 6 WERE
 LB2723'ESTABLISHED.
 LB2723'
 LB2723'THE PREVIOUS TOO REACH IS ADEQUATE.  THE STATION IS NOW ON THE ROAD
 LB2723'RIGHT-OF-WAY.  IT IS 35 FEET EAST OF A METAL WITNESS POST, 28 FEET
 LB2723'NORTH OF THE CENTERLINE OF THE ROAD THE MONUMENT PROJECTS 1 INCH
 LB2723'AND THE DISK IS STAMPED CLASSEN 1959 1976.
 LB2723'
 LB2723'REFERENCE MARK 5 IS A STANDARD PRE-CAST MARK WITH 3 MAGNETS ATTACHED
 LB2723'IT IS 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A
 LB2723'FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MARK
 LB2723'PROJECTS 5 INCHES AND STAMPED CLASSEN 1959 NO 5 1976.
 LB2723'
 LB2723'REFERENCE MARK 6 IS 26 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 LB2723'1 FOOT EAST OF A METAL WITNESS POST.  THE DISK IS CEMENTED IN A
 LB2723'DRILL HOLE AND NOT IN THE CENTER OF THE OLD REFERENCE MARK 4.  THE
 LB2723'DISK IS STAMPED CLASSEN 1959 NO 6 1976.
 LB2723'
 LB2723'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTH OF
 LB2723'DANFORTH.
 LB2723'
 LB2723'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2723
 LB2723                          STATION RECOVERY (2002)
 LB2723
 LB2723'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LB2723'RECOVERED AS DESCRIBED
 LB2723' 
 LB2723' 
 LB2723'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1956 ***********************************************************************
 LB1956  DESIGNATION -  CLASSEN RM 4
 LB1956  PID         -  LB1956
 LB1956  STATE/COUNTY-  IL/IROQUOIS
 LB1956  USGS QUAD   -  GILMAN (1986)
 LB1956
 LB1956                         *CURRENT SURVEY CONTROL
 LB1956  ___________________________________________________________________
 LB1956* NAD 83(1986)-  40 48 38.     (N)    087 59 02.     (W)     SCALED    
 LB1956* NAVD 88     -       198.71   (meters)     651.9    (feet)  RESET     
 LB1956  ___________________________________________________________________
 LB1956  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LB1956
 LB1956  VERT ORDER  -  THIRD
 LB1956
 LB1956.The horizontal coordinates were scaled from a topographic map and have
 LB1956.an estimated accuracy of +/- 6 seconds.
 LB1956
 LB1956.The orthometric height was computed from unverified reset data.
 LB1956
 LB1956.The geoid height was determined by GEOID03.
 LB1956
 LB1956;                    North         East    Units  Estimated Accuracy
 LB1956;SPC IL E     -   460,060.      329,480.      MT  (+/- 180 meters Scaled)
 LB1956
 LB1956                          SUPERSEDED SURVEY CONTROL
 LB1956
 LB1956.No superseded survey control is available for this station.
 LB1956
 LB1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL170181(NAD 83)
 LB1956_MARKER: DR = REFERENCE MARK DISK
 LB1956_SETTING: 0 = UNSPECIFIED SETTING
 LB1956_STAMPING: CLASSEN 1959 NO 4 1967
 LB1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1956
 LB1956  HISTORY     - Date     Condition        Report By
 LB1956  HISTORY     - 1967     MONUMENTED       CGS
 LB1956  HISTORY     - 1976     MARK NOT FOUND   NGS
 LB1956
 LB1956                          STATION DESCRIPTION
 LB1956
 LB1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LB1956'1 MI SW FROM DANFORTH.
 LB1956'ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 LB1956'CENTRAL RAILROAD STATION AT DANFORTH, THENCE 0.3 MILE WEST ALONG
 LB1956'AN ASPHALT ROAD, 35 FEET WEST OF A STEEL WITNESS POST, 34.36 FEET
 LB1956'WEST OF TRIANGULATION STATION, CLASSEN 1959, AND 25 FEET NORTH
 LB1956'OF THE CENTERLINE OF ASPHALT ROAD.  THE MARK PROJECTS 2 INCHES
 LB1956'AND THE DISK IS STAMPED CLASSEN 1959 NO 4 1967.
 LB1956
 LB1956                          STATION RECOVERY (1976)
 LB1956
 LB1956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LB1956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0322 ***********************************************************************
 MF0322  DESIGNATION -  CLAY
 MF0322  PID         -  MF0322
 MF0322  STATE/COUNTY-  IL/WILL
 MF0322  USGS QUAD   -  WILMINGTON (1993)
 MF0322
 MF0322                         *CURRENT SURVEY CONTROL
 MF0322  ___________________________________________________________________
 MF0322* NAD 83(1997)-  41 17 19.45517(N)    088 13 38.78607(W)     ADJUSTED  
 MF0322* NAVD 88     -       168.871  (meters)     554.04   (feet)  ADJUSTED  
 MF0322  ___________________________________________________________________
 MF0322  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 MF0322  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MF0322  DYNAMIC HT  -         168.807 (meters)     553.83  (feet)  COMP
 MF0322  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 MF0322
 MF0322  HORZ ORDER  -  SECOND
 MF0322  VERT ORDER  -  SECOND    CLASS 0
 MF0322
 MF0322.The horizontal coordinates were established by classical geodetic methods
 MF0322.and adjusted by the National Geodetic Survey in October 1999..
 MF0322
 MF0322.The orthometric height was determined by differential leveling
 MF0322.and adjusted by the National Geodetic Survey in June 1991..
 MF0322
 MF0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0322
 MF0322.The geoid height was determined by GEOID03.
 MF0322
 MF0322.The dynamic height is computed by dividing the NAVD 88
 MF0322.geopotential number by the normal gravity value computed on the
 MF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0322.degrees latitude (g = 980.6199 gals.).
 MF0322
 MF0322.The modeled gravity was interpolated from observed gravity values.
 MF0322
 MF0322;                    North         East     Units Scale Factor Converg.
 MF0322;SPC IL E     -   513,112.644   308,870.092   MT  0.99997597   +0 04 11.5
 MF0322;SPC IL E     - 1,683,437.07  1,013,351.29   sFT  0.99997597   +0 04 11.5
 MF0322;UTM  16      - 4,571,536.974   397,221.141   MT  0.99973000   -0 48 36.0
 MF0322
 MF0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0322!SPC IL E     -   0.99997865  x   0.99997597  =   0.99995462
 MF0322!UTM  16      -   0.99997865  x   0.99973000  =   0.99970866
 MF0322
 MF0322|---------------------------------------------------------------------|
 MF0322| PID    Reference Object                     Distance      Geod. Az  |
 MF0322|                                                           dddmmss.s |
 MF0322| MF0323 CLAY RM 1                            30.205 METERS 04859     |
 MF0322| MF1420 BRAIDWOOD MUNICIPAL TANK            APPROX. 2.8 KM 1635511.6 |
 MF0322| CI6833 CLAY AZ MK                                         1804514.6 |
 MF0322| MF1438 COAL CITY MUNICIPAL TANK            APPROX. 4.9 KM 2603527.0 |
 MF0322| MF0324 CLAY RM 2                            28.932 METERS 27857     |
 MF0322|---------------------------------------------------------------------|
 MF0322
 MF0322                          SUPERSEDED SURVEY CONTROL
 MF0322
 MF0322  NAD 83(1997)-  41 17 19.45608(N)    088 13 38.78728(W) AD(       ) 2
 MF0322  NAD 83(1986)-  41 17 19.46094(N)    088 13 38.80322(W) AD(       ) 2
 MF0322  NAD 27      -  41 17 19.34760(N)    088 13 38.58060(W) AD(       ) 2
 MF0322  NGVD 29 (??/??/92)  168.956  (m)          554.32   (f) ADJ UNCH    2 0
 MF0322
 MF0322.Superseded values are not recommended for survey control.
 MF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0322.See file dsdata.txt to determine how the superseded data were derived.
 MF0322
 MF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9722171537(NAD 83)
 MF0322_MARKER: DE = TRAVERSE STATION DISK
 MF0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0322_STAMPING: CLAY 1960
 MF0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0322+STABILITY: SURFACE MOTION
 MF0322
 MF0322  HISTORY     - Date     Condition        Report By
 MF0322  HISTORY     - 1960     MONUMENTED       CGS
 MF0322  HISTORY     - 1961     GOOD             NGS
 MF0322  HISTORY     - 1970     GOOD             ILHD
 MF0322  HISTORY     - 1972     GOOD             BRADY
 MF0322  HISTORY     - 19890812 GOOD             USPSQD
 MF0322
 MF0322                          STATION DESCRIPTION
 MF0322
 MF0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0322'STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF BRAIDWOOD, ABOUT
 MF0322'0.15 MILE EAST OF U.S. HIGHWAY 66 AND AT CROSSROAD WHERE STATE
 MF0322'ROUTE 113S TURNS WEST AND GOES OVER U.S. HIGHWAY 66.
 MF0322'
 MF0322'TO REACH FROM THE POST OFFICE IN BRAIDWOOD, GO WEST ON MAIN
 MF0322'STREET AND STATE ROUTE 113S FOR 0.5 MILE TO CROSSROAD (DIVISION
 MF0322'STREET), TURN RIGHT AND GO NORTH ON DIVISION STREET (STATE
 MF0322'ROUTE 113S) FOR 1.3 MILES TO THE AZIMUTH MARK ON LEFT AS
 MF0322'DESCRIBED, CONTINUE NORTH 0.45 MILE TO STATION IN SOUTHEAST
 MF0322'CORNER OF INTERSECTION AS DESCRIBED.
 MF0322'
 MF0322'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED CLAY 1960, IS
 MF0322'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 MF0322'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 168 FEET WEST
 MF0322'OF THE SOUTHWEST CORNER OF HOUSE, 100 FEET SOUTHEAST OF ROAD
 MF0322'INTERSECTION, 98 FEET SOUTHWEST OF THE WITNESS POST, 98 FEET
 MF0322'SOUTH OF THE CENTER OF SURFACED ROAD, 55 FEET EAST OF THE
 MF0322'CENTER OF STATE ROUTE 113S AND 30.5 FEET NORTHEAST OF TELEPHONE
 MF0322'POLE.
 MF0322'
 MF0322'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK STAMPED CLAY NO
 MF0322'1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 MF0322'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 99
 MF0322'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 34 FEET
 MF0322'SOUTH OF THE CENTER OF ROAD, 57 FEET WEST OF A POWER POLE (WITH
 MF0322'A TRANSFORMER) AND 1.5 FEET EAST OF THE WITNESS POST.
 MF0322'
 MF0322'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK STAMPED CLAY NO
 MF0322'2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MF0322'WHICH PROJECTS ABOUT 3 INCHES.  THE MARK IS 81 FEET SOUTHWEST OF
 MF0322'ROAD INTERSECTION, 81 FEET SOUTH OF CENTER OF STATE ROUTE 113S,
 MF0322'39.5 FEET WEST OF THE CENTER OF ROAD AND 5 FEET SOUTH OF POWER
 MF0322'POLE.
 MF0322'
 MF0322'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED CLAY 1960, IS
 MF0322'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 MF0322'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 66 FEET SOUTH
 MF0322'OF A DRIVEWAY, 39 FEET WEST OF THE CENTER OF STATE ROUTE 113S,
 MF0322'1.6 FEET NORTH-NORTHEAST OF THE WITNESS POST AND 1 FOOT EAST OF
 MF0322'THE FENCE.
 MF0322'
 MF0322'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF0322
 MF0322                          STATION RECOVERY (1961)
 MF0322
 MF0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0322'2.1 MI NW FROM BRAIDWOOD.
 MF0322'ABOUT 0.5 MILE WEST ALONG MAIN STREET FROM THE POSTOFFICE IN
 MF0322'BRAIDWOOD, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY 113, AT A
 MF0322'SHARP CURVE IN THE HIGHWAY TO THE WEST, ABOUT 0.2 MILE EAST OF
 MF0322'THE STATE HIGHWAY 113 OVERPASS OVER U.S. HIGHWAY 66, AND AT THE
 MF0322'JUNCTION OF AN ASPHALT PAVED ROAD EAST, 54.5 FEET EAST OF THE
 MF0322'CENTERLINE OF STATE HIGHWAY 113, 98 FEET SOUTH OF THE CENTERLINE
 MF0322'OF ASPHALT PAVED ROAD LEADING EAST, 112 FEET SOUTHEAST OF THE
 MF0322'CENTER OF THE JUNCTION, 31 FEET NORTHEAST OF A TELEPHONE POLE,
 MF0322'167.8 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 97.9 FEET
 MF0322'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 MF0322'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0322
 MF0322                          STATION RECOVERY (1970)
 MF0322
 MF0322'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 MF0322'RECOVERED BY IL DIV OF HIGHWAYS
 MF0322'
 MF0322'CLAY 1960-GOOD
 MF0322'
 MF0322'CLAY NO 1 1960-GOOD
 MF0322'
 MF0322'CLAY NO 2 1960-GOOD
 MF0322'
 MF0322'CLAY 1960-GOOD
 MF0322'
 MF0322'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED EXCEPT FOR
 MF0322'THE FOLLOWING CHANGES--1) POWER POLE 5 FT. NORTH OF R.M. 2 HAS
 MF0322'BEEN REMOVED., R.M. 2 IS NOW COVERED BY 6 INCHES OF DIRT, DUE TO
 MF0322'LANDSCAPING BY NEARBY SERVICE STATION.  2) R.M. 2 IS NOW 30.3
 MF0322'FT. SOUTH OF A NEW POWER POLE AND 51 FT. EAST OF THE EAST CORNER
 MF0322'OF A CONCRETE BASE FOR AN ENCO SERVICE SIGN.
 MF0322
 MF0322                          STATION RECOVERY (1972)
 MF0322
 MF0322'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ)
 MF0322'RECOVERED BY BRADY LAND SURVEYING INC
 MF0322'
 MF0322'CLAY 1960-GOOD
 MF0322'
 MF0322'CLAY NO 1 1960-GOOD
 MF0322
 MF0322                          STATION RECOVERY (1989)
 MF0322
 MF0322'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERM)
 MF0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0597 ***********************************************************************
 KC0597  DESIGNATION -  CLAY
 KC0597  PID         -  KC0597
 KC0597  STATE/COUNTY-  IL/GREENE
 KC0597  USGS QUAD   -  PEARL EAST (1980)
 KC0597
 KC0597                         *CURRENT SURVEY CONTROL
 KC0597  ___________________________________________________________________
 KC0597* NAD 83(1997)-  39 28 00.68017(N)    090 31 19.18888(W)     ADJUSTED  
 KC0597* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 KC0597  ___________________________________________________________________
 KC0597  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 KC0597  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KC0597
 KC0597  HORZ ORDER  -  FIRST
 KC0597
 KC0597.The horizontal coordinates were established by classical geodetic methods
 KC0597.and adjusted by the National Geodetic Survey in October 1999..
 KC0597
 KC0597.The orthometric height was scaled from a topographic map.
 KC0597
 KC0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0597
 KC0597.The geoid height was determined by GEOID03.
 KC0597
 KC0597;                    North         East     Units Scale Factor Converg.
 KC0597;SPC IL W     -   310,856.781   669,424.080   MT  0.99995268   -0 13 33.1
 KC0597;SPC IL W     - 1,019,869.29  2,196,268.84   sFT  0.99995268   -0 13 33.1
 KC0597;UTM  15      - 4,371,517.235   713,170.317   MT  1.00015952   +1 34 32.5
 KC0597
 KC0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0597!SPC IL W     -   0.99997418  x   0.99995268  =   0.99992686
 KC0597!UTM  15      -   0.99997418  x   1.00015952  =   1.00013370
 KC0597
 KC0597:                Primary Azimuth Mark                     Grid Az
 KC0597:SPC IL W     -  ROADHOUSE TANK                           082 58 28.0
 KC0597:UTM  15      -  ROADHOUSE TANK                           081 10 22.4
 KC0597
 KC0597|---------------------------------------------------------------------|
 KC0597| PID    Reference Object                     Distance      Geod. Az  |
 KC0597|                                                           dddmmss.s |
 KC0597| KC0592 ROADHOUSE TANK                      APPROX.12.8 KM 0824454.9 |
 KC0597| CK7060 CLAY AZ MK                                         0913948.2 |
 KC0597| KC0596 WHITE HALL TANK                     APPROX.11.1 KM 1054117.4 |
 KC0597| KC0582 GREENFIELD MUNICIPAL TANK           APPROX.30.2 KM 1170054.5 |
 KC0597| CK7061 CLAY RM 1                            39.367 METERS 12425     |
 KC0597| KC0594 CARROLLTON GREENE CO CTHSE          APPROX.20.8 KM 1515325.8 |
 KC0597| KC0593 CARROLLTON MUNICIPAL TANK           APPROX.20.7 KM 1522839.4 |
 KC0597| CK7062 CLAY RM 2                            46.980 METERS 25759     |
 KC0597| KC0615 GRIGGSVILLE SPIRE                   APPROX.31.9 KM 3264726.9 |
 KC0597| KC0616 GRIGGSVILLE TANK                    APPROX.32.1 KM 3265933.2 |
 KC0597|---------------------------------------------------------------------|
 KC0597
 KC0597                          SUPERSEDED SURVEY CONTROL
 KC0597
 KC0597  NAD 83(1986)-  39 28 00.68504(N)    090 31 19.18117(W) AD(       ) 1
 KC0597  NAD 27      -  39 28 00.51100(N)    090 31 18.72900(W) AD(       ) 1
 KC0597
 KC0597.Superseded values are not recommended for survey control.
 KC0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0597.See file dsdata.txt to determine how the superseded data were derived.
 KC0597
 KC0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1317071517(NAD 83)
 KC0597_MARKER: DS = TRIANGULATION STATION DISK
 KC0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0597
 KC0597  HISTORY     - Date     Condition        Report By
 KC0597  HISTORY     - 1939     MONUMENTED       CGS
 KC0597
 KC0597                          STATION DESCRIPTION
 KC0597
 KC0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0597'LOCATED 1-1/4 MILES NORTH AND 1 MILE EAST OF HILLVIEW, 1/4 MILE
 KC0597'WEST OF THE MAIN FARM BUILDINGS OF THE CHICAGO COLD STORAGE
 KC0597'WAREHOUSE COMPANY, IN THE SW 1/4 OF SECTION 23, T 12 N, R 13 W,
 KC0597'53 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST ROAD, 68 FEET
 KC0597'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE, 18 FEET EAST
 KC0597'OF A FENCE LINE, 42 FEET SOUTH OF A 4-FOOT OAK TREE, AND ON LAND
 KC0597'OWNED BY THE CHICAGO COLD STORAGE WAREHOUSE COMPANY.  THE MARK
 KC0597'IS FLUSH WITH THE GROUND AND IS STAMPED
 KC0597'CLAY 1939.
 KC0597'
 KC0597'TO REACH THE STATION FROM THE POST OFFICE IN HILLVIEW, GO EAST ON
 KC0597'THE STREET BETWEEN THE POST OFFICE AND THE RAILROAD TRACKS FOR
 KC0597'0.1 MILE, THEN TURN LEFT (NORTH) FOR 0.05 MILE, THEN TURN RIGHT
 KC0597'AND FOLLOW A GRAVELED ROAD NORTHEAST FOR 1.75 MILES TO A SMALL
 KC0597'HOUSE AND THE STATION ON THE LEFT (NORTH) SIDE OF THE ROAD.
 KC0597'
 KC0597'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0597'BRONZE DISKS IN CONCRETE.
 KC0597'
 KC0597'REFERENCE MARK NO. 1 IS 39.367 METERS, 129.15 FEET, SOUTHEAST
 KC0597'OF THE STATION, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KC0597'1 FOOT NORTH OF A FENCE LINE, AND 6 FEET WEST OF A POWER LINE
 KC0597'POLE.  THE MARK PROJECTS 6 INCHES ABOVE THE GROUND
 KC0597'AND IS STAMPED CLAY NO 1 1939.  REFERENCE MARK NO. 2 IS 46.980
 KC0597'METERS, 154.13 FEET, WEST-SOUTHWEST OF THE STATION, IN A FENCE
 KC0597'LINE, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 5 FEET
 KC0597'EAST OF A TELEPHONE POLE.  THE MARK, NOTE 11A, PROJECTS 4
 KC0597'INCHES ABOVE THE GROUND AND IS STAMPED CLAY NO 2 1939.
 KC0597'
 KC0597'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE EAST OF THE STATION,
 KC0597'AT THE SOUTHWEST CORNER OF AN APPLE ORCHARD, 32 FEET NORTH OF THE
 KC0597'CENTER LINE OF THE ROAD, AND 14 FEET NORTH OF A TELEPHONE POLE.
 KC0597'THE MARK PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 KC0597'STAMPED CLAY 1939.  TO REACH THE MARK FROM THE STATION GO EAST
 KC0597'FOR 0.35 MILE TO THE MARK ON THE LEFT (NORTH) SIDE OF THE ROAD.
 KC0597'
 KC0597'ALL MARKS ARE WITNESSED BY 4 IN X 4 IN WHITE POSTS WHICH PROJECT
 KC0597'2-1/2 FEET ABOVE THE GROUND.
 KC0597'
 KC0597'A 103-FOOT TOWER AT TICK IS V.G.
 KC0597'
 KC0597'A 64-FOOT TOWER IS NEEDED TO CLEAR ALL OTHER LINES.
 KC0597'
 KC0597'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1450 ***********************************************************************
 NH1450  DESIGNATION -  CLAY
 NH1450  PID         -  NH1450
 NH1450  STATE/COUNTY-  IL/WINNEBAGO
 NH1450  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1450
 NH1450                         *CURRENT SURVEY CONTROL
 NH1450  ___________________________________________________________________
 NH1450* NAD 83(1997)-  42 20 58.42887(N)    089 04 27.31672(W)     ADJUSTED  
 NH1450* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 NH1450  ___________________________________________________________________
 NH1450  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 NH1450  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NH1450
 NH1450  HORZ ORDER  -  SECOND
 NH1450
 NH1450.The horizontal coordinates were established by classical geodetic methods
 NH1450.and adjusted by the National Geodetic Survey in October 1999..
 NH1450
 NH1450.The orthometric height was scaled from a topographic map.
 NH1450
 NH1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1450
 NH1450.The geoid height was determined by GEOID03.
 NH1450
 NH1450;                    North         East     Units Scale Factor Converg.
 NH1450;SPC IL W     -   631,486.709   790,005.349   MT  1.00004081   +0 44 09.4
 NH1450;SPC IL W     - 2,071,802.64  2,591,875.88   sFT  1.00004081   +0 44 09.4
 NH1450;SPC IL E     -   631,195.910   238,952.584   MT  1.00002084   -0 29 56.9
 NH1450;SPC IL E     - 2,070,848.58    783,963.60   sFT  1.00002084   -0 29 56.9
 NH1450;SPC WI S     -    39,258.050   676,283.520   MT  1.00009945   +0 38 09.9
 NH1450;SPC WI S     -   128,799.12  2,218,773.52   sFT  1.00009945   +0 38 09.9
 NH1450;UTM  16      - 4,690,672.812   329,155.040   MT  0.99995914   -1 23 51.6
 NH1450
 NH1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1450!SPC IL W     -   0.99997060  x   1.00004081  =   1.00001140
 NH1450!SPC IL E     -   0.99997060  x   1.00002084  =   0.99999143
 NH1450!SPC WI S     -   0.99997060  x   1.00009945  =   1.00007004
 NH1450!UTM  16      -   0.99997060  x   0.99995914  =   0.99992974
 NH1450
 NH1450|---------------------------------------------------------------------|
 NH1450| PID    Reference Object                     Distance      Geod. Az  |
 NH1450|                                                           dddmmss.s |
 NH1450| CI8377 CLAY RM                               7.810 METERS 03455     |
 NH1450| NH1429 CLARK                               358.296 METERS 05819     |
 NH1450| NH1428 CLINTON 1920                        222.235 METERS 21353     |
 NH1450|---------------------------------------------------------------------|
 NH1450
 NH1450                          SUPERSEDED SURVEY CONTROL
 NH1450
 NH1450  NAD 83(1997)-  42 20 58.42885(N)    089 04 27.31735(W) AD(       ) 2
 NH1450  NAD 83(1997)-  42 20 58.42572(N)    089 04 27.31772(W) AD(       ) 2
 NH1450  NAD 83(1986)-  42 20 58.42383(N)    089 04 27.31913(W) AD(       ) 2
 NH1450  NAD 27      -  42 20 58.35880(N)    089 04 26.93000(W) AD(       ) 2
 NH1450
 NH1450.Superseded values are not recommended for survey control.
 NH1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1450.See file dsdata.txt to determine how the superseded data were derived.
 NH1450
 NH1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2915590673(NAD 83)
 NH1450_MARKER: N = NAIL
 NH1450_SETTING: 0 = UNSPECIFIED SETTING
 NH1450
 NH1450  HISTORY     - Date     Condition        Report By
 NH1450  HISTORY     - 1920     MONUMENTED       CGS
 NH1450  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1450
 NH1450                          STATION DESCRIPTION
 NH1450
 NH1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1450'STATION IS ABOUT 1-3/4 MILES S OF LATHAM PARK, ON THE W SIDE OF
 NH1450'THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, AT THE S
 NH1450'END OF A DEEP CUT, AND 5.10 METERS (16.73 FEET) W OF THE W AND
 NH1450'NEAREST RAIL.  THE STATION AND REFERENCE MARKS ARE STAKES 2
 NH1450'BY 4 INCHES IN SIZE, EACH WITH A NAIL IN THE TOP AND A CROSS
 NH1450'FILED ON THE NAIL.  THE REFERENCE MARK IS ON THE SAME SIDE OF
 NH1450'THE TRACK, 7.81 METERS (25.62 FEET) FROM THE STATION,
 NH1450'S 34 DEG 55 MIN W.
 NH1450
 NH1450                          STATION RECOVERY (1997)
 NH1450
 NH1450'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1641 ***********************************************************************
 JB1641  DESIGNATION -  CLAY CITY MUNICIPAL TANK
 JB1641  PID         -  JB1641
 JB1641  STATE/COUNTY-  IL/CLAY
 JB1641  USGS QUAD   -  CLAY CITY (1970)
 JB1641
 JB1641                         *CURRENT SURVEY CONTROL
 JB1641  ___________________________________________________________________
 JB1641* NAD 83(1997)-  38 41 02.88071(N)    088 21 17.76139(W)     ADJUSTED  
 JB1641* NAVD 88     -                                                        
 JB1641  ___________________________________________________________________
 JB1641  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 JB1641  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JB1641
 JB1641  HORZ ORDER  -  THIRD
 JB1641
 JB1641.The horizontal coordinates were established by classical geodetic methods
 JB1641.and adjusted by the National Geodetic Survey in October 1999..
 JB1641
 JB1641
 JB1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1641
 JB1641.The geoid height was determined by GEOID03.
 JB1641
 JB1641;                    North         East     Units Scale Factor Converg.
 JB1641;SPC IL E     -   223,914.024   298,120.592   MT  0.99997504   -0 00 48.6
 JB1641;SPC IL E     -   734,624.59    978,083.98   sFT  0.99997504   -0 00 48.6
 JB1641;UTM  16      - 4,282,596.521   382,151.626   MT  0.99977102   -0 50 49.1
 JB1641
 JB1641                          SUPERSEDED SURVEY CONTROL
 JB1641
 JB1641  NAD 83(1997)-  38 41 02.88792(N)    088 21 17.76247(W) AD(       ) 4
 JB1641  NAD 83(1986)-  38 41 02.89337(N)    088 21 17.75914(W) AD(       ) 4
 JB1641  NAD 27      -  38 41 02.72236(N)    088 21 17.60915(W) AD(       ) 3
 JB1641
 JB1641.Superseded values are not recommended for survey control.
 JB1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1641.See file dsdata.txt to determine how the superseded data were derived.
 JB1641
 JB1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8215282597(NAD 83)
 JB1641_MARKER: 53 = ELEVATED TANK
 JB1641
 JB1641  HISTORY     - Date     Condition        Report By
 JB1641  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1641
 JB1641                          STATION DESCRIPTION
 JB1641
 JB1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1641'THE STATION IS THE CENTER OF A FOUR LEGGED STEEL TANK PAINTED SILVER
 JB1641'WITH THE LEGEND
 JB1641'CLAY CITY PAINTED IN BLACK LETTERS ON THE NORTHEAST
 JB1641'SIDE OF THE TANK.  THE OVERALL
 JB1641'HEIGHT IS ABOUT 100 FEET.
 JB1641'
 JB1641'TO REACH FROM THE POST OFFICE IN CLAY CITY, GO SOUTH ON A PAVED
 JB1641'STREET FOR 0.4 MILE TO
 JB1641'A SIDE STREET RIGHT.  TURN RIGHT AND GO WEST ON A PAVED
 JB1641'STREET FOR 0.05 MILE TO THE
 JB1641'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1642 ***********************************************************************
 JB1642  DESIGNATION -  CLAY CITY RAD STA KSC 370 MAST
 JB1642  PID         -  JB1642
 JB1642  STATE/COUNTY-  IL/CLAY
 JB1642  USGS QUAD   -  CLAY CITY (1970)
 JB1642
 JB1642                         *CURRENT SURVEY CONTROL
 JB1642  ___________________________________________________________________
 JB1642* NAD 83(1997)-  38 39 54.86620(N)    088 21 15.46891(W)     ADJUSTED  
 JB1642* NAVD 88     -                                                        
 JB1642  ___________________________________________________________________
 JB1642  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JB1642  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB1642
 JB1642  HORZ ORDER  -  THIRD
 JB1642
 JB1642.The horizontal coordinates were established by classical geodetic methods
 JB1642.and adjusted by the National Geodetic Survey in October 1999..
 JB1642
 JB1642
 JB1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1642
 JB1642.The geoid height was determined by GEOID03.
 JB1642
 JB1642;                    North         East     Units Scale Factor Converg.
 JB1642;SPC IL E     -   221,816.774   298,175.520   MT  0.99997504   -0 00 47.2
 JB1642;SPC IL E     -   727,743.87    978,264.19   sFT  0.99997504   -0 00 47.2
 JB1642;UTM  16      - 4,280,499.123   382,176.041   MT  0.99977095   -0 50 46.4
 JB1642
 JB1642                          SUPERSEDED SURVEY CONTROL
 JB1642
 JB1642  NAD 83(1997)-  38 39 54.86956(N)    088 21 15.46523(W) AD(       ) 4
 JB1642  NAD 83(1986)-  38 39 54.87863(N)    088 21 15.46584(W) AD(       ) 4
 JB1642  NAD 27      -  38 39 54.70713(N)    088 21 15.29961(W) AD(       ) 3
 JB1642
 JB1642.Superseded values are not recommended for survey control.
 JB1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1642.See file dsdata.txt to determine how the superseded data were derived.
 JB1642
 JB1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8217680499(NAD 83)
 JB1642_MARKER: 42 = RADIO/TV MAST
 JB1642
 JB1642  HISTORY     - Date     Condition        Report By
 JB1642  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1642
 JB1642                          STATION DESCRIPTION
 JB1642
 JB1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1642'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A SLENDER
 JB1642'GUYED MAST WITHOUT
 JB1642'LIGHTS.  IT IS PAINTED GREY AND THE OVERALL HEIGHT
 JB1642'IS 150 FEET.  IT IS LOCATED ABOUT 1.5
 JB1642'MILES SOUTH OF CLAY CITY AND IS
 JB1642'OWNED AND OPERATED BY ILLINOIS BELL TELEPHONE CO.
 JB1642'
 JB1642'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 50 AND CLAY CITY ROAD
 JB1642'AT THE SOUTH EDGE OF
 JB1642'CLAY CITY, GO SOUTH ON A PAVED ROAD FOR 0.7 MILE TO A
 JB1642'FORK.  TAKE RIGHT FORK AND GO
 JB1642'SOUTH ON A GRAVELED ROAD FOR 0.35 MILE
 JB1642'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1181 ***********************************************************************
 JB1181  DESIGNATION -  CLAY RESET
 JB1181  PID         -  JB1181
 JB1181  STATE/COUNTY-  IL/WASHINGTON
 JB1181  USGS QUAD   -  ASHLEY (1974)
 JB1181
 JB1181                         *CURRENT SURVEY CONTROL
 JB1181  ___________________________________________________________________
 JB1181* NAD 83(1997)-  38 21 35.43443(N)    089 10 39.84206(W)     ADJUSTED  
 JB1181* NAVD 88     -       172.67   (meters)     566.5    (feet)  RESET     
 JB1181  ___________________________________________________________________
 JB1181  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 JB1181  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 JB1181
 JB1181  HORZ ORDER  -  SECOND
 JB1181  VERT ORDER  -  THIRD
 JB1181
 JB1181.The horizontal coordinates were established by classical geodetic methods
 JB1181.and adjusted by the National Geodetic Survey in October 1999..
 JB1181
 JB1181.The orthometric height was computed from unverified reset data.
 JB1181
 JB1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1181
 JB1181.The geoid height was determined by GEOID03.
 JB1181
 JB1181;                    North         East     Units Scale Factor Converg.
 JB1181;SPC IL W     -   188,372.947   786,430.162   MT  1.00003314   +0 36 49.6
 JB1181;SPC IL W     -   618,020.24  2,580,146.29   sFT  1.00003314   +0 36 49.6
 JB1181;SPC IL E     -   188,253.882   226,199.311   MT  1.00004205   -0 31 26.6
 JB1181;SPC IL E     -   617,629.61    742,122.24   sFT  1.00004205   -0 31 26.6
 JB1181;UTM  16      - 4,247,986.245   309,728.197   MT  1.00004587   -1 21 06.9
 JB1181
 JB1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1181!SPC IL W     -   0.99997763  x   1.00003314  =   1.00001077
 JB1181!SPC IL E     -   0.99997763  x   1.00004205  =   1.00001968
 JB1181!UTM  16      -   0.99997763  x   1.00004587  =   1.00002350
 JB1181
 JB1181:                Primary Azimuth Mark                     Grid Az
 JB1181:SPC IL W     -  ASHLEY MUNICIPAL TANK                    188 15 46.7
 JB1181:SPC IL E     -  ASHLEY MUNICIPAL TANK                    189 24 02.9
 JB1181:UTM  16      -  ASHLEY MUNICIPAL TANK                    190 13 43.2
 JB1181
 JB1181|---------------------------------------------------------------------|
 JB1181| PID    Reference Object                     Distance      Geod. Az  |
 JB1181|                                                           dddmmss.s |
 JB1181| JB1863 ASHLEY MUNICIPAL TANK               APPROX. 2.8 KM 1885236.3 |
 JB1181| JB1182 CLAY RM 1                            26.761 METERS 19646     |
 JB1181| JB1861 ASHLEY HOBEN CANDY CO WATER TK      APPROX. 3.5 KM 1975914.3 |
 JB1181| JB1179 CLAY RM 2                            26.341 METERS 35730     |
 JB1181| JB1178 CLAY AZ MK                                         3574221.3 |
 JB1181|---------------------------------------------------------------------|
 JB1181
 JB1181                          SUPERSEDED SURVEY CONTROL
 JB1181
 JB1181  NAD 83(1997)-  38 21 35.44958(N)    089 10 39.84052(W) AD(       ) 2
 JB1181  NAD 83(1986)-  38 21 35.44979(N)    089 10 39.84045(W) AD(       ) 2
 JB1181
 JB1181.Superseded values are not recommended for survey control.
 JB1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1181.See file dsdata.txt to determine how the superseded data were derived.
 JB1181
 JB1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0972847986(NAD 83)
 JB1181_MARKER: DS = TRIANGULATION STATION DISK
 JB1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1181_STAMPING: CLAY 1961 1963
 JB1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1181+STABILITY: SURFACE MOTION
 JB1181
 JB1181  HISTORY     - Date     Condition        Report By
 JB1181  HISTORY     - 1963     MONUMENTED       CGS
 JB1181
 JB1181                          STATION DESCRIPTION
 JB1181
 JB1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JB1181'1.2 MI S FROM RICHVIEW.
 JB1181'ABOUT 1.2 MILES S ALONG NO. 51 U.S. HIGHWAY FROM THE MAIN
 JB1181'CROSSROADS IN RICHVIEW, IN THE NE ANGLE OF INTERSECTION OF HWY.
 JB1181'AND A SECONDARY GRADED ROAD, 49 FEET N OF CENTER LINE OF GRADED
 JB1181'ROAD, 40 FEET E OF CENTER LINE OF THE NEW (SLIGHLY REVISED HERE
 JB1181'NOW) LOCATION OF HWY., ON THE BACK SLOPE OF THE SIDE DITCH, ABOUT
 JB1181'2 FEET LOWER THAN THE GENERAL LEVEL OF THE GROUND BEFORE
 JB1181'DITCHING, A LC MARK STAMPED CLAY 1961 1963, IT IS 22.43 FEET WNW
 JB1181'IN AZIMUTH 112 DEG 52 MIN FROM CLAY R.M. NO. 4 AND 1.71 FEET
 JB1181'LOWER THAN SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0323 ***********************************************************************
 MF0323  DESIGNATION -  CLAY RM 1
 MF0323  PID         -  MF0323
 MF0323  STATE/COUNTY-  IL/WILL
 MF0323  USGS QUAD   -  WILMINGTON (1993)
 MF0323
 MF0323                         *CURRENT SURVEY CONTROL
 MF0323  ___________________________________________________________________
 MF0323* NAD 83(1986)-  41 17 19.     (N)    088 13 38.     (W)     SCALED    
 MF0323* NAVD 88     -       169.180  (meters)     555.05   (feet)  ADJUSTED  
 MF0323  ___________________________________________________________________
 MF0323  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MF0323  DYNAMIC HT  -         169.115 (meters)     554.84  (feet)  COMP
 MF0323  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 MF0323
 MF0323  VERT ORDER  -  SECOND    CLASS 0
 MF0323
 MF0323.The horizontal coordinates were scaled from a topographic map and have
 MF0323.an estimated accuracy of +/- 6 seconds.
 MF0323
 MF0323.The orthometric height was determined by differential leveling
 MF0323.and adjusted by the National Geodetic Survey in June 1991..
 MF0323
 MF0323.The geoid height was determined by GEOID03.
 MF0323
 MF0323.The dynamic height is computed by dividing the NAVD 88
 MF0323.geopotential number by the normal gravity value computed on the
 MF0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0323.degrees latitude (g = 980.6199 gals.).
 MF0323
 MF0323.The modeled gravity was interpolated from observed gravity values.
 MF0323
 MF0323;                    North         East    Units  Estimated Accuracy
 MF0323;SPC IL E     -   513,100.      308,890.      MT  (+/- 180 meters Scaled)
 MF0323
 MF0323                          SUPERSEDED SURVEY CONTROL
 MF0323
 MF0323  NGVD 29 (??/??/92)  169.265  (m)          555.33   (f) ADJ UNCH    2 0
 MF0323
 MF0323.Superseded values are not recommended for survey control.
 MF0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0323.See file dsdata.txt to determine how the superseded data were derived.
 MF0323
 MF0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL972715(NAD 83)
 MF0323_MARKER: DR = REFERENCE MARK DISK
 MF0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0323_STAMPING: CLAY NO 1 1960
 MF0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0323+STABILITY: SURFACE MOTION
 MF0323
 MF0323  HISTORY     - Date     Condition        Report By
 MF0323  HISTORY     - 1960     MONUMENTED       CGS
 MF0323  HISTORY     - 1961     GOOD             NGS
 MF0323
 MF0323                          STATION DESCRIPTION
 MF0323
 MF0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0323'2.1 MI NW FROM BRAIDWOOD.
 MF0323'ABOUT 0.5 MILE WEST ALONG MAIN STREET FROM THE POSTOFFICE IN
 MF0323'BRAIDWOOD, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY 113, AT A
 MF0323'SHARP CURVE IN THE HIGHWAY TO THE WEST, AND AT THE JUNCTION OF AN
 MF0323'ASPHALT PAVED ROAD EAST, ABOUT 0.2 MILE EAST OF THE STATE HIGHWAY
 MF0323'113 OVERPASS OVER U.S. HIGHWAY 66, 131 FEET EAST OF THE CENTERLINE
 MF0323'OF STATE HIGHWAY 113, 34.5 FEET SOUTH OF THE CENTERLINE OF THE
 MF0323'ASPHALT PAVED ROAD, 58 FEET WEST OF A POWER POLE WITH A TRANSFORMER,
 MF0323'110.5 FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 MF0323'99.1 FEET NORTHEAST OF TRAVERSE STATION CLAY, 1.5 FEET EAST OF A
 MF0323'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ASPHALT PAVED
 MF0323'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0324 ***********************************************************************
 MF0324  DESIGNATION -  CLAY RM 2
 MF0324  PID         -  MF0324
 MF0324  STATE/COUNTY-  IL/WILL
 MF0324  USGS QUAD   -  WILMINGTON (1993)
 MF0324
 MF0324                         *CURRENT SURVEY CONTROL
 MF0324  ___________________________________________________________________
 MF0324* NAD 83(1986)-  41 17 19.     (N)    088 13 38.     (W)     SCALED    
 MF0324* NAVD 88     -       168.973  (meters)     554.37   (feet)  ADJUSTED  
 MF0324  ___________________________________________________________________
 MF0324  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MF0324  DYNAMIC HT  -         168.908 (meters)     554.16  (feet)  COMP
 MF0324  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 MF0324
 MF0324  VERT ORDER  -  SECOND    CLASS 0
 MF0324
 MF0324.The horizontal coordinates were scaled from a topographic map and have
 MF0324.an estimated accuracy of +/- 6 seconds.
 MF0324
 MF0324.The orthometric height was determined by differential leveling
 MF0324.and adjusted by the National Geodetic Survey in June 1991..
 MF0324
 MF0324.The geoid height was determined by GEOID03.
 MF0324
 MF0324.The dynamic height is computed by dividing the NAVD 88
 MF0324.geopotential number by the normal gravity value computed on the
 MF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0324.degrees latitude (g = 980.6199 gals.).
 MF0324
 MF0324.The modeled gravity was interpolated from observed gravity values.
 MF0324
 MF0324;                    North         East    Units  Estimated Accuracy
 MF0324;SPC IL E     -   513,100.      308,890.      MT  (+/- 180 meters Scaled)
 MF0324
 MF0324                          SUPERSEDED SURVEY CONTROL
 MF0324
 MF0324  NGVD 29 (??/??/92)  169.058  (m)          554.65   (f) ADJ UNCH    2 0
 MF0324
 MF0324.Superseded values are not recommended for survey control.
 MF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0324.See file dsdata.txt to determine how the superseded data were derived.
 MF0324
 MF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL972715(NAD 83)
 MF0324_MARKER: DR = REFERENCE MARK DISK
 MF0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0324_STAMPING: CLAY NO 2 1960
 MF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0324+STABILITY: SURFACE MOTION
 MF0324
 MF0324  HISTORY     - Date     Condition        Report By
 MF0324  HISTORY     - 1960     MONUMENTED       CGS
 MF0324  HISTORY     - 1961     GOOD             NGS
 MF0324
 MF0324                          STATION DESCRIPTION
 MF0324
 MF0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0324'2.1 MI NW FROM BRAIDWOOD.
 MF0324'ABOUT 0.5 MILE WEST ALONG MAIN STREET FROM THE POSTOFFICE IN
 MF0324'BRAIDWOOD, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY 113, AT A
 MF0324'SHARP CURVE IN THE HIGHWAY TO THE WEST, AND AT THE JUNCTION OF AN
 MF0324'ASPHALT PAVED ROAD EAST, ABOUT 0.2 MILE EAST OF THE STATE HIGHWAY
 MF0324'113 OVERPASS OVER U.S. HIGHWAY 66, 39.5 FEET WEST OF THE CENTERLINE
 MF0324'OF STATE HIGHWAY 113, 81.5 FEET SOUTH OF THE CENTERLINE OF THE
 MF0324'HIGHWAY, 5 FEET SOUTH OF A POWER POLE, 94.9 FEET WEST OF TRAVERSE
 MF0324'STATION CLAY, 174.4 FEET WEST SOUTHWEST OF A METAL WITNESS POST,
 MF0324'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MF0324'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1183 ***********************************************************************
 JB1183  DESIGNATION -  CLAY RM 3
 JB1183  PID         -  JB1183
 JB1183  STATE/COUNTY-  IL/WASHINGTON
 JB1183  USGS QUAD   -  ASHLEY (1974)
 JB1183
 JB1183                         *CURRENT SURVEY CONTROL
 JB1183  ___________________________________________________________________
 JB1183* NAD 83(1986)-  38 21 35.     (N)    089 10 39.     (W)     SCALED    
 JB1183* NAVD 88     -       173.453  (meters)     569.07   (feet)  ADJUSTED  
 JB1183  ___________________________________________________________________
 JB1183  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 JB1183  DYNAMIC HT  -         173.343 (meters)     568.71  (feet)  COMP
 JB1183  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JB1183
 JB1183  VERT ORDER  -  FIRST     CLASS I
 JB1183
 JB1183.The horizontal coordinates were scaled from a topographic map and have
 JB1183.an estimated accuracy of +/- 6 seconds.
 JB1183
 JB1183.The orthometric height was determined by differential leveling
 JB1183.and adjusted by the National Geodetic Survey in June 1991..
 JB1183
 JB1183.The geoid height was determined by GEOID03.
 JB1183
 JB1183.The dynamic height is computed by dividing the NAVD 88
 JB1183.geopotential number by the normal gravity value computed on the
 JB1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1183.degrees latitude (g = 980.6199 gals.).
 JB1183
 JB1183.The modeled gravity was interpolated from observed gravity values.
 JB1183
 JB1183;                    North         East    Units  Estimated Accuracy
 JB1183;SPC IL W     -   188,360.      786,450.      MT  (+/- 180 meters Scaled)
 JB1183
 JB1183                          SUPERSEDED SURVEY CONTROL
 JB1183
 JB1183  NGVD 29 (??/??/92)  173.562  (m)          569.43   (f) ADJ UNCH    1 1
 JB1183
 JB1183.Superseded values are not recommended for survey control.
 JB1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1183.See file dsdata.txt to determine how the superseded data were derived.
 JB1183
 JB1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH097479(NAD 83)
 JB1183_MARKER: DR = REFERENCE MARK DISK
 JB1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1183_STAMPING: CLAY NO 3 1961 1963
 JB1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1183+STABILITY: SURFACE MOTION
 JB1183
 JB1183  HISTORY     - Date     Condition        Report By
 JB1183  HISTORY     - 1963     MONUMENTED       CGS
 JB1183  HISTORY     - 1969     GOOD             NGS
 JB1183
 JB1183                          STATION DESCRIPTION
 JB1183
 JB1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1183'2.4 MI N FROM ASHLEY.
 JB1183'ABOUT 2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1183'THE STATION AT ASHLEY, THENCE 0.3 MILE EAST ALONG A DIRT ROAD,
 JB1183'142 FEET NORTH-NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 JB1183'ROAD AND U.S. HIGHWAY 51, 120 FEET NORTH OF THE CENTER LINE OF
 JB1183'THE ROAD, 61 1/2 FEET SOUTH OF A TELEPHONE POLE, 17 FEET NORTH OF
 JB1183'A 22-INCH MAPLE TREE, 1.9 FEET SOUTH OF A METAL WITNESS POST,
 JB1183'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 JB1183'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 JB1183'SEC 11, T 2 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1184 ***********************************************************************
 JB1184  DESIGNATION -  CLAY RM 4
 JB1184  PID         -  JB1184
 JB1184  STATE/COUNTY-  IL/WASHINGTON
 JB1184  USGS QUAD   -  ASHLEY (1974)
 JB1184
 JB1184                         *CURRENT SURVEY CONTROL
 JB1184  ___________________________________________________________________
 JB1184* NAD 83(1986)-  38 21 35.     (N)    089 10 39.     (W)     SCALED    
 JB1184* NAVD 88     -       173.197  (meters)     568.23   (feet)  ADJUSTED  
 JB1184  ___________________________________________________________________
 JB1184  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 JB1184  DYNAMIC HT  -         173.087 (meters)     567.87  (feet)  COMP
 JB1184  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JB1184
 JB1184  VERT ORDER  -  FIRST     CLASS I
 JB1184
 JB1184.The horizontal coordinates were scaled from a topographic map and have
 JB1184.an estimated accuracy of +/- 6 seconds.
 JB1184
 JB1184.The orthometric height was determined by differential leveling
 JB1184.and adjusted by the National Geodetic Survey in June 1991..
 JB1184
 JB1184.The geoid height was determined by GEOID03.
 JB1184
 JB1184.The dynamic height is computed by dividing the NAVD 88
 JB1184.geopotential number by the normal gravity value computed on the
 JB1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1184.degrees latitude (g = 980.6199 gals.).
 JB1184
 JB1184.The modeled gravity was interpolated from observed gravity values.
 JB1184
 JB1184;                    North         East    Units  Estimated Accuracy
 JB1184;SPC IL W     -   188,360.      786,450.      MT  (+/- 180 meters Scaled)
 JB1184
 JB1184                          SUPERSEDED SURVEY CONTROL
 JB1184
 JB1184  NGVD 29 (??/??/92)  173.306  (m)          568.59   (f) ADJ UNCH    1 1
 JB1184
 JB1184.Superseded values are not recommended for survey control.
 JB1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1184.See file dsdata.txt to determine how the superseded data were derived.
 JB1184
 JB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH097479(NAD 83)
 JB1184_MARKER: DR = REFERENCE MARK DISK
 JB1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1184_STAMPING: CLAY NO 4 1961 1963
 JB1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1184+STABILITY: SURFACE MOTION
 JB1184
 JB1184  HISTORY     - Date     Condition        Report By
 JB1184  HISTORY     - 1963     MONUMENTED       CGS
 JB1184  HISTORY     - 1969     GOOD             NGS
 JB1184
 JB1184                          STATION DESCRIPTION
 JB1184
 JB1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1184'2.4 MI N FROM ASHLEY.
 JB1184'ABOUT 2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1184'THE STATION AT ASHLEY, THENCE 0.3 MILE EAST ALONG A DIRT ROAD,
 JB1184'75 FEET EAST-NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 JB1184'DIRT ROAD AND U.S. HIGHWAY 51, 42 FEET NORTH OF THE CENTER LINE
 JB1184'OF THE ROAD, 60 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JB1184'7 1/2 FEET SOUTH OF A FORKED MAPLE TREE, 4 FEET SOUTH OF A
 JB1184'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2.3 FEET NORTH OF A METAL
 JB1184'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JB1184'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 JB1184'SURFACE OF THE GROUND.  SEC 11, T 2 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1900 ***********************************************************************
 KA1900  DESIGNATION -  CLEAR
 KA1900  PID         -  KA1900
 KA1900  STATE/COUNTY-  IL/EDGAR
 KA1900  USGS QUAD   -  PARIS SOUTH (1977)
 KA1900
 KA1900                         *CURRENT SURVEY CONTROL
 KA1900  ___________________________________________________________________
 KA1900* NAD 83(1997)-  39 32 43.11269(N)    087 41 23.77065(W)     ADJUSTED  
 KA1900* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 KA1900  ___________________________________________________________________
 KA1900  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KA1900  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KA1900
 KA1900  HORZ ORDER  -  SECOND
 KA1900
 KA1900.The horizontal coordinates were established by classical geodetic methods
 KA1900.and adjusted by the National Geodetic Survey in October 1999..
 KA1900
 KA1900.The orthometric height was scaled from a topographic map.
 KA1900
 KA1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1900
 KA1900.The geoid height was determined by GEOID03.
 KA1900
 KA1900;                    North         East     Units Scale Factor Converg.
 KA1900;SPC IL E     -   319,714.825   355,303.671   MT  1.00001264   +0 24 34.8
 KA1900;SPC IL E     - 1,048,931.06  1,165,692.13   sFT  1.00001264   +0 24 34.8
 KA1900;SPC IN W     -   477,210.602   847,859.450   MT  1.00000013   -0 23 10.4
 KA1900;SPC IN W     - 1,565,648.45  2,781,685.55   sFT  1.00000013   -0 23 10.4
 KA1900;UTM  16      - 4,377,520.214   440,718.217   MT  0.99964327   -0 26 21.4
 KA1900
 KA1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1900!SPC IL E     -   0.99996709  x   1.00001264  =   0.99997973
 KA1900!SPC IN W     -   0.99996709  x   1.00000013  =   0.99996722
 KA1900!UTM  16      -   0.99996709  x   0.99964327  =   0.99961037
 KA1900
 KA1900|---------------------------------------------------------------------|
 KA1900| PID    Reference Object                     Distance      Geod. Az  |
 KA1900|                                                           dddmmss.s |
 KA1900| CM3317 CLEAR RM 1                           28.535 METERS 08325     |
 KA1900| CM3316 CLEAR AZ MK                                        0953201.0 |
 KA1900| CM3318 CLEAR RM 2                           27.508 METERS 18839     |
 KA1900|---------------------------------------------------------------------|
 KA1900
 KA1900                          SUPERSEDED SURVEY CONTROL
 KA1900
 KA1900  NAD 83(1997)-  39 32 43.11191(N)    087 41 23.77043(W) AD(       ) 2
 KA1900  NAD 83(1986)-  39 32 43.12146(N)    087 41 23.76259(W) AD(       ) 2
 KA1900  NAD 27      -  39 32 42.99960(N)    087 41 23.66420(W) AD(       ) 2
 KA1900
 KA1900.Superseded values are not recommended for survey control.
 KA1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1900.See file dsdata.txt to determine how the superseded data were derived.
 KA1900
 KA1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4071877520(NAD 83)
 KA1900_MARKER: DS = TRIANGULATION STATION DISK
 KA1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1900
 KA1900  HISTORY     - Date     Condition        Report By
 KA1900  HISTORY     - 1947     MONUMENTED       CGS
 KA1900  HISTORY     - 1970     GOOD             MGA
 KA1900  HISTORY     - 1971     GOOD             NGS
 KA1900  HISTORY     - 1972     GOOD             ILDT
 KA1900
 KA1900                          STATION DESCRIPTION
 KA1900
 KA1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1900'THE STATION IS LOCATED ON A HIGH RIDGE, ABOUT 4 MILES SOUTH OF PARIS,
 KA1900'1-1/2 MILES EAST OF SWANGO RAILROAD STATION, 1-1/2 MI. W OF
 KA1900'CLEAR CREED, 0.45 MILE WEST OF STATE HIGHWAY 1, AND ON LAND OWNED BY
 KA1900'MR. J.H. TEMPKINS. THE MARK IS 41 FEET SOUTH OF THE APPROXIMATE
 KA1900'CENTERLINE OF A GRAVEL ROAD, 18.4 FEET EAST OF A WOODEN FENCE, AND
 KA1900'15.7 FEET SOUTH- SOUTHEAST OF A WITNESS POST AND A WIRE FENCE.
 KA1900'THE MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED CLEAR 1947.
 KA1900'
 KA1900'REFERENCE MARK NO. 1 IS 93.62 FEET EAST-NORTHEAST OF THE STATION, 32
 KA1900'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 11.9
 KA1900'FEET SOUTHEAST OF A LARGE GATE POST, AND 1 FOOT WEST OF A WIRE FENCE.
 KA1900'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1900'CLEAR NO. 1 1947.
 KA1900'
 KA1900'REFERENCE MARK NO. 2 IS 90.25 FEET SOUTH OF THE STATION, 52.4 FEET
 KA1900'NORTH OF THE NORTH-EAST CORNER OF MR. TEMPKINS BARN, AND 3.8
 KA1900'FEET EAST OF A WOODEN FENCE. THE MARK IS FLUSH WITH THE GROUND,AND
 KA1900'THE DISK IS STAMPED CLEAR NO. 2 1947.
 KA1900'THE AZIMUTH MARK IS 0.45 MILE EAST OF THE
 KA1900'STA., 45 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD,
 KA1900'35 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 1, 1.5 FEET
 KA1900'NORTH OF A WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE. THE MARK
 KA1900'PROJECTS 6 INCHES, AND THE DISK IS STAMPED CLEAR 1947.
 KA1900'
 KA1900'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 133, 16,
 KA1900'AND U.S. HIGHWAY 150 IN PARIS, GO SOUTH ON THE FORMER FOR 4.15
 KA1900'MILES TO A GRAVELED CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 KA1900'ANGLE OF THE INTERSECTION. TURN RIGHT, WEST, AND GO ON THE MAIN
 KA1900'GRAVEL ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT.
 KA1900'
 KA1900'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KA1900
 KA1900                          STATION RECOVERY (1970)
 KA1900
 KA1900'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1970 (JR)
 KA1900'CLEAR 1947 RECOVERED IN GOOD CONDITION.
 KA1900'
 KA1900'CLEAR NO. 1 1947 RECOVERED IN GOOD CONDITION.
 KA1900'
 KA1900'AZ. MARK CLEAR 1947 RECOVERED IN GOOD CONDITION.
 KA1900'
 KA1900'REF. MARK 2 SEARCHED FOR BUT NOT RECOVERED.
 KA1900
 KA1900                          STATION RECOVERY (1971)
 KA1900
 KA1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KA1900'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 KA1900'GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AT THIS TIME DUE TO
 KA1900'WEATHER CONDITIONS.  A NEW DESCRIPTION FOLLOWS--
 KA1900'
 KA1900'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CLEAR CREEK, 42 FEET
 KA1900'SOUTH OF THE CENTERLINE OF A ROAD, 15 FEET SOUTH OF A FENCE, 35 FEET
 KA1900'SOUTHEAST OF A FENCE CORNER, 72 FEET WEST OF THE WEST 1 OF 2 GATE
 KA1900'POST, 95 FEET WEST OF A FENCE CORNER AND 94 FEET WEST OF A METAL
 KA1900'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 KA1900'STAMPED CLEAR 1947.
 KA1900'
 KA1900'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 133,
 KA1900'16 AND U.S. HIGHWAY 150 IN PARIS, GO SOUTH ON HIGHWAY 1 FOR 4.15
 KA1900'MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT
 KA1900'AND GO WEST ON GRAVELED ROAD FOR 0.45 MILE TO THE STATION ON
 KA1900'THE LEFT.
 KA1900'
 KA1900'REFERENCE MARK 1 IS 7 FEET SOUTH OF A FENCE CORNER, 1 FOOT SOUTH
 KA1900'OF A METAL WITNESS POST, 1 FOOT WEST OF A FENCE, 32 FEET SOUTH OF
 KA1900'THE CENTERLINE OF THE ROAD AND 12 FEET SOUTHEAST OF THE EAST GATE
 KA1900'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CLEAR NO 1
 KA1900'1947.
 KA1900'
 KA1900'REFERENCE MARK 2 IS 44 FEET NORTHWEST OF A POWER POLE, 10 FEET
 KA1900'EAST OF FENCE AND 52 FEET NORTH OF THE NORTHEAST CORNER OF BARN.
 KA1900'THE MONUMENT IS 1 INCH UNDERGROUND AND THE DISK IS STAMPED CLEAR
 KA1900'NO 2 1947.
 KA1900'
 KA1900'THE AZIMUTH MARK IS 177 FEET WEST OF THE CENTERLINE OF THE
 KA1900'HIGHWAY, 43 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 43 FEET
 KA1900'SOUTHEAST OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST AND
 KA1900'1 FOOT EAST OF A FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 KA1900'DISK IS STAMPED CLEAR 1947.
 KA1900'
 KA1900'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 KA1900'SOUTH OF PARIS.
 KA1900
 KA1900                          STATION RECOVERY (1972)
 KA1900
 KA1900'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (PEE)
 KA1900'CLEAR 1947 (STA.) RECOVERED IN GOOD CONDITION.
 KA1900'
 KA1900'CLEAR 1 1947 AND CLEAR 2 1947 (REF. MARKERS) RECOVERED IN GOOD
 KA1900'CONDITION.
 KA1900'
 KA1900'CLEAR 1947 (AZIMUTH) RECOVERED IN GOOD CONDITION.
 KA1900'
 KA1900'PROPERTY-ESTATE OF BERNIE TOMPKINS (NOTE TEMPKINS IN ORIGINAL
 KA1900'DESCRIPTION).  REPLACED WITNESS POST PER DESCRIPTION, I.E. 15.7 FEET
 KA1900'SSE OF WITNESS POST OF STATION.  IN STATION DESCRIPTION, FOUND
 KA1900'WOODEN FENCE GONE AND WIRE FENCE 34.4 FEET WEST OF STATION.  IN REF.
 KA1900'MARK-2 NO. DESCRIPTION, WOODEN FENCE IS GONE AND WIRE FENCE
 KA1900'IS 18 FEET WEST OF REF. MARK.  AZIMUTH MARK IS NOW 250 FEET PLUS
 KA1900'OR MINUS WEST OF RELOCATED CENTERLINE OF RTE 1.
 KA1900'
 KA1900'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES - SOUTH OF
 KA1900'PARIS, ILLINOIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0758 ***********************************************************************
 JB0758  DESIGNATION -  CLEM
 JB0758  PID         -  JB0758
 JB0758  STATE/COUNTY-  IL/FAYETTE
 JB0758  USGS QUAD   -  VANDALIA (1974)
 JB0758
 JB0758                         *CURRENT SURVEY CONTROL
 JB0758  ___________________________________________________________________
 JB0758* NAD 83(1997)-  38 59 56.02464(N)    089 06 22.93150(W)     ADJUSTED  
 JB0758* NAVD 88     -       146.340  (meters)     480.12   (feet)  POSTED    
 JB0758  ___________________________________________________________________
 JB0758  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 JB0758  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JB0758  DYNAMIC HT  -         146.250 (meters)     479.82  (feet)  COMP
 JB0758  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JB0758
 JB0758  HORZ ORDER  -  SECOND
 JB0758  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JB0758
 JB0758.The horizontal coordinates were established by classical geodetic methods
 JB0758.and adjusted by the National Geodetic Survey in October 1999..
 JB0758
 JB0758.The orthometric height was determined by differential leveling
 JB0758.and adjusted by the National Geodetic Survey in 1992..
 JB0758.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JB0758.rate of 1.1 thru 2.0 mm/km.
 JB0758
 JB0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0758
 JB0758.The geoid height was determined by GEOID03.
 JB0758
 JB0758.The dynamic height is computed by dividing the NAVD 88
 JB0758.geopotential number by the normal gravity value computed on the
 JB0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0758.degrees latitude (g = 980.6199 gals.).
 JB0758
 JB0758.The modeled gravity was interpolated from observed gravity values.
 JB0758
 JB0758;                    North         East     Units Scale Factor Converg.
 JB0758;SPC IL E     -   259,139.752   233,034.831   MT  1.00003020   -0 29 11.4
 JB0758;SPC IL E     -   850,194.34    764,548.44   sFT  1.00003020   -0 29 11.4
 JB0758;SPC IL W     -   259,381.545   791,846.827   MT  1.00004501   +0 40 02.3
 JB0758;SPC IL W     -   850,987.62  2,597,917.46   sFT  1.00004501   +0 40 02.3
 JB0758;UTM  16      - 4,318,764.568   317,594.267   MT  1.00000971   -1 19 33.3
 JB0758
 JB0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0758!SPC IL E     -   0.99998202  x   1.00003020  =   1.00001221
 JB0758!SPC IL W     -   0.99998202  x   1.00004501  =   1.00002702
 JB0758!UTM  16      -   0.99998202  x   1.00000971  =   0.99999173
 JB0758
 JB0758|---------------------------------------------------------------------|
 JB0758| PID    Reference Object                     Distance      Geod. Az  |
 JB0758|                                                           dddmmss.s |
 JB0758| CI4127 CLEM RM                              14.580 METERS 08614     |
 JB0758| KB1129 JIM                                 APPROX. 2.5 KM 3515830.8 |
 JB0758|---------------------------------------------------------------------|
 JB0758
 JB0758                          SUPERSEDED SURVEY CONTROL
 JB0758
 JB0758  NAD 83(1986)-  38 59 56.04340(N)    089 06 22.92117(W) AD(       ) 2
 JB0758  NAD 27      -  38 59 55.88180(N)    089 06 22.68120(W) AD(       ) 2
 JB0758  NGVD 29 (07/19/86)  146.46   (m)          480.5    (f) LEVELING    3  
 JB0758
 JB0758.Superseded values are not recommended for survey control.
 JB0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0758.See file dsdata.txt to determine how the superseded data were derived.
 JB0758
 JB0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1759418765(NAD 83)
 JB0758_MARKER: DB = BENCH MARK DISK
 JB0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0758+STABILITY: SURFACE MOTION
 JB0758
 JB0758  HISTORY     - Date     Condition        Report By
 JB0758  HISTORY     - 1920     MONUMENTED       ILHD
 JB0758  HISTORY     - 1920     GOOD             NGS
 JB0758  HISTORY     - 1969     MARK NOT FOUND   NGS
 JB0758  HISTORY     - 1976     MARK NOT FOUND   NGS
 JB0758  HISTORY     - 1976     MARK NOT FOUND   NGS
 JB0758
 JB0758                          STATION DESCRIPTION
 JB0758
 JB0758'DESCRIBED BY IL HIGHWAY DEPT 1920 (JSB)
 JB0758'STATION IS ABOUT 3 MILES S OF VERA, ON THE E SIDE OF THE ILLINOIS
 JB0758'CENTRAL RAILROAD
 JB0758'TRACK, 50 YARDS N OF THE THIRD ROAD CROSSING S OF
 JB0758'VERA, AND 14.40 METERS (47.24 FEET)
 JB0758'E OF THE E AND NEAREST RAIL.  THE
 JB0758'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 JB0758'BRONZE DISKS SET IN CONCRETE.  THE
 JB0758'REFERENCE MARK IS ON
 JB0758'THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE,
 JB0758'14.58 METERS (47.84 FEET) FROM THE
 JB0758'STATION, N 86 DEG 14 MIN E.
 JB0758'THE ELEVATION OF THE STATION MARK IS 146.655
 JB0758'METERS (481.151
 JB0758'FEET) AND OF THE REFERENCE MARK 146.758 METERS (481.489 FEET).
 JB0758
 JB0758                          STATION RECOVERY (1920)
 JB0758
 JB0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1920
 JB0758'3 MI S FROM VERA.
 JB0758'ABOUT 3 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0758'VERA, FAYETTE COUNTY, 50 YARDS NORTH OF THE THIRD ROAD CROSSING,
 JB0758'AND 15 YARDS EAST OF THE EAST RAIL.  A STANDARD DISK, SET IN
 JB0758'THE TOP OF A CONCRETE POST.
 JB0758
 JB0758                          STATION RECOVERY (1969)
 JB0758
 JB0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JB0758'MARK NOT FOUND.
 JB0758
 JB0758                          STATION RECOVERY (1976)
 JB0758
 JB0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 JB0758'STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 JB0758'
 JB0758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF
 JB0758'VERA.
 JB0758
 JB0758                          STATION RECOVERY (1976)
 JB0758
 JB0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0759 ***********************************************************************
 JB0759  DESIGNATION -  CLEM RM
 JB0759  PID         -  JB0759
 JB0759  STATE/COUNTY-  IL/FAYETTE
 JB0759  USGS QUAD   -  VANDALIA (1974)
 JB0759
 JB0759                         *CURRENT SURVEY CONTROL
 JB0759  ___________________________________________________________________
 JB0759* NAD 83(1986)-  38 59 55.     (N)    089 06 22.     (W)     SCALED    
 JB0759* NAVD 88     -       146.443  (meters)     480.46   (feet)  POSTED    
 JB0759  ___________________________________________________________________
 JB0759  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JB0759  DYNAMIC HT  -         146.350 (meters)     480.15  (feet)  COMP
 JB0759  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JB0759
 JB0759  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JB0759
 JB0759.The horizontal coordinates were scaled from a topographic map and have
 JB0759.an estimated accuracy of +/- 6 seconds.
 JB0759
 JB0759.The orthometric height was determined by differential leveling
 JB0759.and adjusted by the National Geodetic Survey in 1992..
 JB0759.No vertical observational check was made to the station.
 JB0759.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JB0759.was located on a no-check spur therefore a value was not computed.
 JB0759
 JB0759.The geoid height was determined by GEOID03.
 JB0759
 JB0759.The dynamic height is computed by dividing the NAVD 88
 JB0759.geopotential number by the normal gravity value computed on the
 JB0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0759.degrees latitude (g = 980.6199 gals.).
 JB0759
 JB0759.The modeled gravity was interpolated from observed gravity values.
 JB0759
 JB0759;                    North         East    Units  Estimated Accuracy
 JB0759;SPC IL E     -   259,110.      233,060.      MT  (+/- 180 meters Scaled)
 JB0759
 JB0759                          SUPERSEDED SURVEY CONTROL
 JB0759
 JB0759.No superseded survey control is available for this station.
 JB0759
 JB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ176187(NAD 83)
 JB0759_MARKER: DR = REFERENCE MARK DISK
 JB0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0759+STABILITY: SURFACE MOTION
 JB0759
 JB0759  HISTORY     - Date     Condition        Report By
 JB0759  HISTORY     - UNK      MONUMENTED       CGS
 JB0759  HISTORY     - 1920     GOOD             NGS
 JB0759  HISTORY     - 1969     MARK NOT FOUND   NGS
 JB0759  HISTORY     - 1976     MARK NOT FOUND   NGS
 JB0759
 JB0759                          STATION DESCRIPTION
 JB0759
 JB0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 JB0759'3 MI S FROM VERA.
 JB0759'ABOUT 3 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0759'VERA, FAYETTE COUNTY, 16 YARDS IN AZIMUTH 266 DEG 14 MIN FROM
 JB0759'TRIANGULATION STATION CLEM, DESCRIBED ABOVE, EAST OF THE TRACK,
 JB0759'AND NEAR THE FENCE LINE.  A STANDARD REFERENCE-MARK DISK, SET
 JB0759'IN THE TOP OF A CONCRETE POST.
 JB0759
 JB0759                          STATION RECOVERY (1969)
 JB0759
 JB0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JB0759'MARK NOT FOUND.
 JB0759
 JB0759                          STATION RECOVERY (1976)
 JB0759
 JB0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0759'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8870 ***********************************************************************
 DE8870  DESIGNATION -  CLI MAINT
 DE8870  PID         -  DE8870
 DE8870  STATE/COUNTY-  IL/DE WITT
 DE8870  USGS QUAD   -  WAYNESVILLE EAST (1980)
 DE8870
 DE8870                         *CURRENT SURVEY CONTROL
 DE8870  ___________________________________________________________________
 DE8870* NAD 83(1997)-  40 07 44.34056(N)    089 01 33.25962(W)     ADJUSTED  
 DE8870* NAVD 88     -       225.2    (meters)     739.     (feet)  GPS OBS   
 DE8870  ___________________________________________________________________
 DE8870  X           -      83,023.479 (meters)                     COMP
 DE8870  Y           -  -4,882,931.143 (meters)                     COMP
 DE8870  Z           -   4,089,070.683 (meters)                     COMP
 DE8870  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DE8870  ELLIP HEIGHT-         192.94  (meters)          (12/06/04) GPS OBS
 DE8870  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 DE8870
 DE8870  HORZ ORDER  -  FIRST
 DE8870  ELLP ORDER  -  FOURTH    CLASS I
 DE8870
 DE8870.The horizontal coordinates were established by GPS observations
 DE8870.and adjusted by the National Geodetic Survey in December 2002..
 DE8870
 DE8870.The orthometric height was determined by GPS observations and a
 DE8870.high-resolution geoid model.
 DE8870
 DE8870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8870
 DE8870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8870
 DE8870.The ellipsoidal height was determined by GPS observations
 DE8870.and is referenced to NAD 83.
 DE8870
 DE8870.The geoid height was determined by GEOID03.
 DE8870
 DE8870;                    North         East     Units Scale Factor Converg.
 DE8870;SPC IL E     -   384,551.690   240,971.252   MT  1.00001788   -0 26 47.0
 DE8870;SPC IL E     - 1,261,650.00    790,586.52   sFT  1.00001788   -0 26 47.0
 DE8870;UTM  16      - 4,444,040.554   327,388.970   MT  0.99996679   -1 18 21.7
 DE8870
 DE8870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8870!SPC IL E     -   0.99996973  x   1.00001788  =   0.99998761
 DE8870!UTM  16      -   0.99996973  x   0.99996679  =   0.99993652
 DE8870
 DE8870                          SUPERSEDED SURVEY CONTROL
 DE8870
 DE8870  ELLIP H (12/18/02)  192.89   (m)                       GP(       ) 4 2
 DE8870
 DE8870.Superseded values are not recommended for survey control.
 DE8870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8870.See file dsdata.txt to determine how the superseded data were derived.
 DE8870
 DE8870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2738944041(NAD 83)
 DE8870_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE8870_SETTING: 0 = UNSPECIFIED SETTING
 DE8870_STAMPING: CLI MAINT
 DE8870_MARK LOGO: ILDT  
 DE8870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8870+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8870
 DE8870  HISTORY     - Date     Condition        Report By
 DE8870  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8870
 DE8870                          STATION DESCRIPTION
 DE8870
 DE8870'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8870'THE STATION IS  LOCATED AT THE ILLINOIS DEPARTMENT OF
 DE8870'TRANSPORTATION - CLINTON STORAGE FACILITY, R.R. 2 CLINTON,  ILLINOIS
 DE8870'CALL  217.935.8216  FOR ACCESS INFORMATION (NORMAL OPERATING
 DE8870'HOURS ARE 7-30 AM  UNTIL 4-00 PM - HOURS MAY CHANGE DUE TO
 DE8870'SEASONAL CONSIDERATIONS).
 DE8870' 
 DE8870'THE STATION IS LOCATED ABOUT 3.7  MI (6.0 KM ) SOUTHWEST  OF
 DE8870'CLINTON, ALONG THE STATE ROUTE 54. TO REACH FROM THE JUNCTION  AT
 DE8870'THE U.S ROUTE 51 AND STATE ROUTE  54,  GO SOUTHWEST ON STATE
 DE8870'ROUTE 54 ABOUT 3.7 MI ( 6.0 KM ) TO THE ENTRANCE STORAGE FACILITY. THE
 DE8870'STATION IS  25 ' +/- NORTHWEST OF THE SOUTHEAST FENCE CORNER OF
 DE8870'FENCE AROUND STORAGE,  IT IS  110.0 FT NORTHWEST OF THE
 DE8870'NORTHWEST EDGE OF PAVEMENT OF  STATE ROUTE 54,  124.3 FT
 DE8870'NORTHEAST OF THE NORTHEAST CORNER OF WOODEN  FOUNDATION, 34.3
 DE8870'FT SOUTHWEST OF THE FACE OF CORNER POST, 17 FT. SOUTHWEST OF THE
 DE8870'STEEL WITNESS POST.
 DE8870' 
 DE8870'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE8870'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE8870'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE8870'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE8870'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTH ARE OUTSIDE AND
 DE8870'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE8870'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE8870'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE8870'A PUNCHED DATUM POINT.
 DE8870' 
 DE8870' 
 DE8870' 
 DE8870' 
 DE8870' 
 DE8870' 
 DE8870' 
 DE8870' 
 DE8870'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8886 ***********************************************************************
 DE8886  DESIGNATION -  CLI MAINT AZ
 DE8886  PID         -  DE8886
 DE8886  STATE/COUNTY-  IL/DE WITT
 DE8886  USGS QUAD   -  WAYNESVILLE EAST (1980)
 DE8886
 DE8886                         *CURRENT SURVEY CONTROL
 DE8886  ___________________________________________________________________
 DE8886* NAD 83(1997)-  40 07 56.88029(N)    089 00 57.93647(W)     ADJUSTED  
 DE8886* NAVD 88     -       224.8    (meters)     738.     (feet)  GPS OBS   
 DE8886  ___________________________________________________________________
 DE8886  X           -      83,855.402 (meters)                     COMP
 DE8886  Y           -  -4,882,667.382 (meters)                     COMP
 DE8886  Z           -   4,089,366.228 (meters)                     COMP
 DE8886  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DE8886  ELLIP HEIGHT-         192.66  (meters)          (12/06/04) GPS OBS
 DE8886  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DE8886
 DE8886  HORZ ORDER  -  FIRST
 DE8886  ELLP ORDER  -  FOURTH    CLASS I
 DE8886
 DE8886.The horizontal coordinates were established by GPS observations
 DE8886.and adjusted by the National Geodetic Survey in December 2002..
 DE8886
 DE8886.The orthometric height was determined by GPS observations and a
 DE8886.high-resolution geoid model.
 DE8886
 DE8886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8886
 DE8886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8886
 DE8886.The ellipsoidal height was determined by GPS observations
 DE8886.and is referenced to NAD 83.
 DE8886
 DE8886.The geoid height was determined by GEOID03.
 DE8886
 DE8886;                    North         East     Units Scale Factor Converg.
 DE8886;SPC IL E     -   384,931.987   241,810.516   MT  1.00001667   -0 26 24.3
 DE8886;SPC IL E     - 1,262,897.69    793,340.00   sFT  1.00001667   -0 26 24.3
 DE8886;UTM  16      - 4,444,408.197   328,233.803   MT  0.99996321   -1 17 59.3
 DE8886
 DE8886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8886!SPC IL E     -   0.99996978  x   1.00001667  =   0.99998645
 DE8886!UTM  16      -   0.99996978  x   0.99996321  =   0.99993299
 DE8886
 DE8886                          SUPERSEDED SURVEY CONTROL
 DE8886
 DE8886  ELLIP H (12/18/02)  192.59   (m)                       GP(       ) 4 2
 DE8886
 DE8886.Superseded values are not recommended for survey control.
 DE8886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8886.See file dsdata.txt to determine how the superseded data were derived.
 DE8886
 DE8886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2823444408(NAD 83)
 DE8886_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE8886_SETTING: 0 = UNSPECIFIED SETTING
 DE8886_STAMPING: CLI MAINT AZ
 DE8886_MARK LOGO: ILDT  
 DE8886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8886+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8886
 DE8886  HISTORY     - Date     Condition        Report By
 DE8886  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8886
 DE8886                          STATION DESCRIPTION
 DE8886
 DE8886'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8886'THE STATION IS  LOCATED 0.6 MI ( 1.0 KM )  NORTHEAST AT THE ILLINOIS
 DE8886'DEPARTMENT OF TRANSPORTATION - CLINTON STORAGE FACILITY, R.R. 2
 DE8886'CLINTON,  ILLINOIS.
 DE8886' 
 DE8886'THE STATION IS LOCATED ABOUT 3.2  MI (5.2  KM ) SOUTHWEST  OF
 DE8886'CLINTON, 0.6 MI ( 1.0 KM ) NORTHEAST OF CLINTON STORAGE FACILITY,
 DE8886'ALONG  THE  STATE ROUTE 54 . TO REACH FROM THE JUNCTION  AT
 DE8886'THE U.S ROUTE 51 AND STATE ROUTE  54,  GO SOUTHWEST ON STATE
 DE8886'ROUTE 54 ABOUT 3.2 MI ( 5.2 KM ). THE STATION IS ON THE SOUTH SIDE OF
 DE8886'THE STATE ROUTE 54.  IT IS  37.7 FT SOUTHEAST OF THE CENTER OF THE
 DE8886'STATE ROUTE 54, 4.5  FT NORTHWEST  OF THE STEEL WITNESS  POST , 112.6
 DE8886'FT OF THE P.K. NAIL IN SOUTHWEST SIDE OF UTILITY POLE .
 DE8886' 
 DE8886'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE8886'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE8886'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE8886'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE8886'POINT IS INSIDE THE YARDS WHEREAS THE AZIMUTH IS OUTSIDE AND
 DE8886'APPROX. 0.6 MILES (1.0 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE8886'ARE STAMPED ILL DEPT OF TRANSPORTATION EACH WITH THEIR
 DE8886'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE8886'A PUNCHED DATUM POINT.
 DE8886' 
 DE8886' 
 DE8886' 
 DE8886' 
 DE8886' 
 DE8886' 
 DE8886' 
 DE8886'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1998 ***********************************************************************
 LB1998  DESIGNATION -  CLIFTON 2 RM 1
 LB1998  PID         -  LB1998
 LB1998  STATE/COUNTY-  IL/IROQUOIS
 LB1998  USGS QUAD   -  CLIFTON (1986)
 LB1998
 LB1998                         *CURRENT SURVEY CONTROL
 LB1998  ___________________________________________________________________
 LB1998* NAD 83(1986)-  40 56 15.     (N)    087 56 16.     (W)     SCALED    
 LB1998* NAVD 88     -       201.626  (meters)     661.50   (feet)  ADJUSTED  
 LB1998  ___________________________________________________________________
 LB1998  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LB1998  DYNAMIC HT  -         201.542 (meters)     661.23  (feet)  COMP
 LB1998  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 LB1998
 LB1998  VERT ORDER  -  SECOND    CLASS 0
 LB1998
 LB1998.The horizontal coordinates were scaled from a topographic map and have
 LB1998.an estimated accuracy of +/- 6 seconds.
 LB1998
 LB1998.The orthometric height was determined by differential leveling
 LB1998.and adjusted by the National Geodetic Survey in June 1991..
 LB1998
 LB1998.The geoid height was determined by GEOID03.
 LB1998
 LB1998.The dynamic height is computed by dividing the NAVD 88
 LB1998.geopotential number by the normal gravity value computed on the
 LB1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1998.degrees latitude (g = 980.6199 gals.).
 LB1998
 LB1998.The modeled gravity was interpolated from observed gravity values.
 LB1998
 LB1998;                    North         East    Units  Estimated Accuracy
 LB1998;SPC IL E     -   474,180.      333,310.      MT  (+/- 180 meters Scaled)
 LB1998
 LB1998                          SUPERSEDED SURVEY CONTROL
 LB1998
 LB1998  NGVD 29 (??/??/92)  201.707  (m)          661.77   (f) ADJ UNCH    2 0
 LB1998
 LB1998.Superseded values are not recommended for survey control.
 LB1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1998.See file dsdata.txt to determine how the superseded data were derived.
 LB1998
 LB1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL210322(NAD 83)
 LB1998_MARKER: DR = REFERENCE MARK DISK
 LB1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1998_STAMPING: CLIFTON NO 2 NO 1 1939
 LB1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1998+STABILITY: SURFACE MOTION
 LB1998
 LB1998  HISTORY     - Date     Condition        Report By
 LB1998  HISTORY     - 1939     MONUMENTED       CGS
 LB1998  HISTORY     - 1959     GOOD             NGS
 LB1998
 LB1998                          STATION DESCRIPTION
 LB1998
 LB1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LB1998'0.6 MI NW FROM CLIFTON.
 LB1998'ABOUT 0.15 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE
 LB1998'AT CLIFTON, THENCE 0.3 MILE WEST ALONG WEST THIRD STREET, THENCE
 LB1998'0.1 MILE NORTH ALONG MAPLE STREET, 24 FEET EAST OF THE CENTER LINE
 LB1998'OF MAPLE STREET, 1/2 FOOT WEST OF A FENCE, 48 FEET NORTH OF THE
 LB1998'NORTH END OF A WIRE GATE, 96.3 FEET SOUTHEAST OF A METAL WITNESS
 LB1998'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET AND SET
 LB1998'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2000 ***********************************************************************
 LB2000  DESIGNATION -  CLIFTON 2 RM 2
 LB2000  PID         -  LB2000
 LB2000  STATE/COUNTY-  IL/IROQUOIS
 LB2000  USGS QUAD   -  CLIFTON (1986)
 LB2000
 LB2000                         *CURRENT SURVEY CONTROL
 LB2000  ___________________________________________________________________
 LB2000* NAD 83(1986)-  40 56 13.     (N)    087 56 17.     (W)     SCALED    
 LB2000* NAVD 88     -       201.585  (meters)     661.37   (feet)  ADJUSTED  
 LB2000  ___________________________________________________________________
 LB2000  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LB2000  DYNAMIC HT  -         201.501 (meters)     661.09  (feet)  COMP
 LB2000  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 LB2000
 LB2000  VERT ORDER  -  SECOND    CLASS 0
 LB2000
 LB2000.The horizontal coordinates were scaled from a topographic map and have
 LB2000.an estimated accuracy of +/- 6 seconds.
 LB2000
 LB2000.The orthometric height was determined by differential leveling
 LB2000.and adjusted by the National Geodetic Survey in June 1991..
 LB2000
 LB2000.The geoid height was determined by GEOID03.
 LB2000
 LB2000.The dynamic height is computed by dividing the NAVD 88
 LB2000.geopotential number by the normal gravity value computed on the
 LB2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2000.degrees latitude (g = 980.6199 gals.).
 LB2000
 LB2000.The modeled gravity was interpolated from observed gravity values.
 LB2000
 LB2000;                    North         East    Units  Estimated Accuracy
 LB2000;SPC IL E     -   474,120.      333,290.      MT  (+/- 180 meters Scaled)
 LB2000
 LB2000                          SUPERSEDED SURVEY CONTROL
 LB2000
 LB2000  NGVD 29 (??/??/92)  201.666  (m)          661.63   (f) ADJ UNCH    2 0
 LB2000
 LB2000.Superseded values are not recommended for survey control.
 LB2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2000.See file dsdata.txt to determine how the superseded data were derived.
 LB2000
 LB2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL210321(NAD 83)
 LB2000_MARKER: DR = REFERENCE MARK DISK
 LB2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB2000_STAMPING: CLIFTON NO 2 NO 2 1939
 LB2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2000+STABILITY: SURFACE MOTION
 LB2000
 LB2000  HISTORY     - Date     Condition        Report By
 LB2000  HISTORY     - 1939     MONUMENTED       CGS
 LB2000  HISTORY     - 1959     GOOD             NGS
 LB2000
 LB2000                          STATION DESCRIPTION
 LB2000
 LB2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LB2000'0.6 MI NW FROM CLIFTON.
 LB2000'ABOUT 0.15 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 LB2000'CLIFTON, THENCE 0.3 MILE WEST ALONG WEST THIRD STREET, THENCE 0.1
 LB2000'MILE NORTH ALONG MAPLE STREET, 23 1/2 FEET EAST OF THE CENTER
 LB2000'LINE OF MAPLE STREET, 1/2 FOOT WEST OF A FENCE, 192 FEET NORTH OF
 LB2000'THE NORTH END OF A WIRE GATE, 78.8 FEET NORTHEAST OF TRIANGULATION
 LB2000'STATION CLIFTON NO 2, 82.8 FEET NORTHEAST OF A METAL WITNESS POST,
 LB2000'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET AND SET IN THE TOP OF
 LB2000'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2345 ***********************************************************************
 LB2345  DESIGNATION -  CLIFTON USLS 1879
 LB2345  PID         -  LB2345
 LB2345  STATE/COUNTY-  IL/IROQUOIS
 LB2345  USGS QUAD   -  CLIFTON (1986)
 LB2345
 LB2345                         *CURRENT SURVEY CONTROL
 LB2345  ___________________________________________________________________
 LB2345* NAD 83(1997)-  40 56 14.21676(N)    087 56 16.35975(W)     ADJUSTED  
 LB2345* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 LB2345  ___________________________________________________________________
 LB2345  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LB2345  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LB2345
 LB2345  HORZ ORDER  -  FIRST
 LB2345
 LB2345.The horizontal coordinates were established by classical geodetic methods
 LB2345.and adjusted by the National Geodetic Survey in October 1999..
 LB2345
 LB2345.The orthometric height was scaled from a topographic map.
 LB2345
 LB2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2345
 LB2345.The geoid height was determined by GEOID03.
 LB2345
 LB2345;                    North         East     Units Scale Factor Converg.
 LB2345;SPC IL E     -   474,152.283   333,302.456   MT  0.99998864   +0 15 32.8
 LB2345;SPC IL E     - 1,555,614.62  1,093,509.81   sFT  0.99998864   +0 15 32.8
 LB2345;UTM  16      - 4,532,218.278   421,047.822   MT  0.99967672   -0 36 52.4
 LB2345
 LB2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2345!SPC IL E     -   0.99997359  x   0.99998864  =   0.99996223
 LB2345!UTM  16      -   0.99997359  x   0.99967672  =   0.99965032
 LB2345
 LB2345:                Primary Azimuth Mark                     Grid Az
 LB2345:SPC IL E     -  KANKAKEE USLS 1879                       017 30 08.2
 LB2345:UTM  16      -  KANKAKEE USLS 1879                       018 22 33.4
 LB2345
 LB2345|---------------------------------------------------------------------|
 LB2345| PID    Reference Object                     Distance      Geod. Az  |
 LB2345|                                                           dddmmss.s |
 LB2345| ME2633 KANKAKEE USLS 1879                  APPROX.21.1 KM 0174541.0 |
 LB2345|---------------------------------------------------------------------|
 LB2345
 LB2345                          SUPERSEDED SURVEY CONTROL
 LB2345
 LB2345  NAD 83(1997)-  40 56 14.21753(N)    087 56 16.36058(W) AD(       ) 1
 LB2345  NAD 83(1986)-  40 56 14.22364(N)    087 56 16.36699(W) AD(       ) 1
 LB2345  NAD 27      -  40 56 14.10250(N)    087 56 16.21330(W) AD(       ) 1
 LB2345
 LB2345.Superseded values are not recommended for survey control.
 LB2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2345.See file dsdata.txt to determine how the superseded data were derived.
 LB2345
 LB2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2104832218(NAD 83)
 LB2345_MARKER: Z = SEE DESCRIPTION
 LB2345_SETTING: 0 = UNSPECIFIED SETTING
 LB2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2345
 LB2345  HISTORY     - Date     Condition        Report By
 LB2345  HISTORY     - 1879     MONUMENTED       USLS
 LB2345  HISTORY     - 1927     MARK NOT FOUND   CGS
 LB2345
 LB2345                          STATION DESCRIPTION
 LB2345
 LB2345'DESCRIBED BY US LAKE SURVEY 1879
 LB2345'THIS STATION IS SITUATED IN THE NORTHWEST QUARTER OF SECTION 3,
 LB2345'TOWNSHIP 28 NORTH, RANGE 14 WEST OF THE SECOND PRINCIPAL MERIDIAN,
 LB2345'IN THE VILLAGE OF CLIFTON, CHEBANSE TOWNSHIP, IROQUOIS COUNTY,
 LB2345'ILLINOIS, IN THE BLOCK BOUNDED BY FOREST STREET AND LINCOLN, MAPLE,
 LB2345'AND WEST AVENUES.  THE HEIGHT OF STATION USED WAS 75 FEET.  THE
 LB2345'GEODETIC POINT IS MARKED BY A HOLE IN THE TOP OF A STONE POST SET
 LB2345'2-1/2 FEET BELOW THE GROUND WITH A SURFACE REFERENCE STONE SET
 LB2345'DIRECTLY OVER IT.  THREE STONE REFERENCE POSTS ARE SET AS
 LB2345'FOLLOWS--TWO IN THE CORNERS OF THE LOT IN WHICH THE STATION
 LB2345'STANDS, ON THE WEST SIDE OF FOREST STREET, ONE BEARING SOUTH 88
 LB2345'DEG 34 MIN EAST, DISTANT 36.0 METERS, AND ONE BEARING SOUTH 12
 LB2345'DEG 16 MIN EAST, DISTANT 72.6 METERS.  AND ONE ON THE WEST SIDE OF
 LB2345'MAPLE AVENUE, CLOSE TO THE FENCE, BEARING NORTH 89 DEG 18 MIN
 LB2345'WEST, DISTANT 69.6 METERS.  THE NORTHEAST CORNER OF THE
 LB2345'CONGREGATIONAL CHURCH BEARS SOUTH 45 DEG 54 MIN EAST, AND IS DISTANT
 LB2345'251 METERS FROM THE GEODETIC POINT.  THE SECTION-CORNER BETWEEN
 LB2345'SECTIONS 33 AND 34, TOWNSHIP 29 NORTH, RANGE 14 WEST, AND SECTIONS
 LB2345'3 AND 4, TOWNSHIP 28 NORTH, RANGE 14 WEST, BEARS NORTH 34 DEG 51
 LB2345'MIN WEST, AND IS DISTANT 809.5 METERS.  THE HEIGHT OF GROUND AT
 LB2345'THE STATION ABOVE MEAN LEVEL OF LAKE MICHIGAN IS 79.8 FEET.
 LB2345'(PROFESSIONAL PAPERS NO. 24).
 LB2345
 LB2345                          STATION RECOVERY (1927)
 LB2345
 LB2345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (JSB)
 LB2345'THE STATION IS SITUATED IN THE NORTHWEST PART OF THE TOWN OF CLIFTON.
 LB2345'THE REFERENCE MARK AS DESCRIBED ON THE WEST SIDE OF MAPLE AVENUE WAS
 LB2345'RECOVERED.  THE OTHER TWO REFERENCE MARKS AND THE SURFACE STATION
 LB2345'MARK HAD BEEN DESTROYED.  DISTANCE AND DIRECTION FROM THE
 LB2345'RECOVERED REFERENCE MARK WAS MEASURED AND CONSIDERABLE DIGGING
 LB2345'DONE BUT THE UNDERGROUND MARK WAS NOT RECOVERED.  PROBABLY WITH
 LB2345'MORE EXTENSIVE DIGGING THE UNDERGROUND MARK MAY BE FOUND.  A
 LB2345'STATION MARK OF THE U. S. GEOLOGICAL SURVEY SET IN CONCRETE IS
 LB2345'ABOUT ONE FOOT EAST OF THE RECOVERED REFERENCE MARK WHICH IS ON THE
 LB2345'WEST SIDE OF MAPLE AVENUE ABOUT 3 FEET EAST OF THE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0580 ***********************************************************************
 KB0580  DESIGNATION -  CLIKER RESET
 KB0580  PID         -  KB0580
 KB0580  STATE/COUNTY-  IL/MACON
 KB0580  USGS QUAD   -  DECATUR (1975)
 KB0580
 KB0580                         *CURRENT SURVEY CONTROL
 KB0580  ___________________________________________________________________
 KB0580* NAD 83(1997)-  39 48 24.25942(N)    088 58 21.33713(W)     ADJUSTED  
 KB0580* NAVD 88     -                                                        
 KB0580  ___________________________________________________________________
 KB0580  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 KB0580  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KB0580
 KB0580  HORZ ORDER  -  SECOND
 KB0580
 KB0580.The horizontal coordinates were established by classical geodetic methods
 KB0580.and adjusted by the National Geodetic Survey in October 1999..
 KB0580
 KB0580
 KB0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0580
 KB0580.The geoid height was determined by GEOID03.
 KB0580
 KB0580;                    North         East     Units Scale Factor Converg.
 KB0580;SPC IL E     -   348,738.022   245,258.674   MT  1.00001188   -0 24 33.4
 KB0580;SPC IL E     - 1,144,151.33    804,652.83   sFT  1.00001188   -0 24 33.4
 KB0580;UTM  16      - 4,408,168.787   331,140.183   MT  0.99995105   -1 15 47.3
 KB0580
 KB0580|---------------------------------------------------------------------|
 KB0580| PID    Reference Object                     Distance      Geod. Az  |
 KB0580|                                                           dddmmss.s |
 KB0580| KB0582 CLIKER RM                            15.697 METERS 00917     |
 KB0580| CI6834 CLIKER AZ MK                                       0310605.6 |
 KB0580|---------------------------------------------------------------------|
 KB0580
 KB0580                          SUPERSEDED SURVEY CONTROL
 KB0580
 KB0580  NAD 83(1986)-  39 48 24.26786(N)    088 58 21.32804(W) AD(       ) 2
 KB0580
 KB0580.Superseded values are not recommended for survey control.
 KB0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0580.See file dsdata.txt to determine how the superseded data were derived.
 KB0580
 KB0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3114008169(NAD 83)
 KB0580_MARKER: DS = TRIANGULATION STATION DISK
 KB0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0580_SP_SET: SET INTO TOP OF CONCRETE POST
 KB0580_STAMPING: CLIKER 1920 1971
 KB0580_PROJECTION: PROJECTING 20 CENTIMETERS
 KB0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0580+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001
 KB0580
 KB0580  HISTORY     - Date     Condition        Report By
 KB0580  HISTORY     - 1971     MONUMENTED       NGS
 KB0580  HISTORY     - 1971     GOOD             NGS
 KB0580  HISTORY     - 1972     GOOD             ILDT
 KB0580  HISTORY     - 1975     GOOD             ILDT
 KB0580  HISTORY     - 1976     GOOD             NGS
 KB0580  HISTORY     - 20010806 GOOD             BCA
 KB0580
 KB0580                          STATION DESCRIPTION
 KB0580
 KB0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KB0580'2 MI NE FROM ELVIN.
 KB0580'0.1 MILE WEST ALONG PAVED ROAD FROM THE UNITED METHODIST CHURCH
 KB0580'AT ELVIN TO THE INTERSECTION OF U.S. HIGHWAY 51, THENCE NORTH
 KB0580'ALONG HIGHWAY 51 FOR 1.9 MILES TO THE INTERSECTION WITH GROVE
 KB0580'ROAD, THENCE NORTH ON THE HIGHWAY FOR 0.2 MILES TO THE MARK ON
 KB0580'THE LEFT, ABOUT 500 FEET SOUTH OF RAILROAD CROSSING OF GRAVELED
 KB0580'ROAD TO ELECTRIC SUB-STATION, 1 FOOT NORTH OF A METAL WITNESS
 KB0580'POST, 99 FEET SOUTHWEST OF A POWER POLE, 11 FEET EAST OF A FENCE,
 KB0580'36 FEET NORTHWEST OF RAILROAD MILEPOST 749, 34 FEET WEST OF WEST
 KB0580'RAIL OF THE ILLINOIS CENTRAL RAILROAD, SET IN THE TOP OF A 4
 KB0580'INCH PLASTIC, CONCRETE FILLED PIPE PROJECTING 8 INCHES.
 KB0580
 KB0580                          STATION RECOVERY (1971)
 KB0580
 KB0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KB0580'THE UNDERGROUND STATION MARK AND REFERENCE MARK WERE FOUND IN GOOD
 KB0580'CONDITION. THE SURFACE STATION MARK WAS FOUND UPROOTED AND
 KB0580'THE DISK GONE. A NEW SURFACE STATION MARK AND REFERENCE MARK WERE
 KB0580'SET. THE DISTANCE TO THE REFERENCE MARK WAS FOUND TO BE
 KB0580'SHORTER BY 0.14 OF A FOOT. A NEW DESCRIPTION FOLLOWS-
 KB0580'
 KB0580'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF ELVIN, ABOUT 500 FEET
 KB0580'SOUTH OF RAILROAD CROSSING OF GRAVELED ROAD TO ELECTRIC
 KB0580'SUB-STATION, ON THE WEST SIDE AND RIGHT-OF-WAY OF THE ILLINOIS
 KB0580'CENTRAL RAILROAD, 1 FOOT NORTH OF A METAL WITNESS POST, 99
 KB0580'FEET SOUTH OF A POWER POLE, 11 FEET EAST OF A FENCE AND 34 FEET WEST
 KB0580'OF THE WEST RAIL OF THE RAILROAD. THE SURFACE STATION MARK
 KB0580'CONSISTS OF A STANDARD DISK STAMPED CLIKER 1920 1971 SET IN THE TOP
 KB0580'OF A 4 INCH CONCRETE FILLED PLASTIC PIPE WHICH PROJECTS 8
 KB0580'INCHES.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED CLIKER 1920
 KB0580'1971 SET IN CONCRETE ABOUT 3 FEET UNDERGROUND.
 KB0580'
 KB0580'TO REACH THE STATION FROM THE UNITED METHODIST CHURCH IN ELVIN, GO
 KB0580'WEST ON PAVED ROAD FOR 0.1 MILE TO THE INTERSECTION
 KB0580'WITH U.S. HIGHWAY 51. TURN RIGHT AND GO NORTH ON HIGHWAY 51 FOR 1.9
 KB0580'MILES TO THE INTERSECTION OF GROVE ROAD. CONTINUE NORTH ON THE
 KB0580'HIGHWAY FOR 0.2 MILE TO THE STATION ON THE LEFT.
 KB0580'
 KB0580'RM 1920 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A SQUARE
 KB0580'CONCRETE POST FLUSH WITH THE GROUND, 2 FEET EAST OF FENCE, 50 FEET
 KB0580'SOUTHWEST OF THE POWER POLE AND 44 FEET WEST OF THE WEST RAIL. THE
 KB0580'DISK IS STAMPED CLIKER 1920.
 KB0580'
 KB0580'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLIKER 1920 NO 2 1971 SET
 KB0580'IN THE TOP OF A 4 INCH CONCRETE FILLED PLASTIC PIPE PROJECTING 8
 KB0580'INCHES, 1 FOOT EAST OF THE FENCE, 39 FEET NORTHWEST OF THE MILEPOST
 KB0580'AND 44 FEET WEST OF THE WEST RAIL.
 KB0580'
 KB0580'NOTE- THE STATION WAS FOUND TO BE 36 FEET NORTHWEST OF MILEPOST 749
 KB0580'INSTEAD OF 15 YARDS.
 KB0580'
 KB0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 3 MILES
 KB0580'SOUTH OF DECATUR.
 KB0580'
 KB0580'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KB0580
 KB0580                          STATION RECOVERY (1972)
 KB0580
 KB0580'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 KB0580'CLIKER 1920 RECOVERED GOOD.
 KB0580'
 KB0580'FOUND AS DESCRIBED.
 KB0580
 KB0580                          STATION RECOVERY (1975)
 KB0580
 KB0580'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0580'RECOVERED IN GOOD CONDITION.
 KB0580
 KB0580                          STATION RECOVERY (1976)
 KB0580
 KB0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB0580'STATION WAS RECOVERED AS DESCRIBED IN 1971 AND ALL MARKS WERE FOUND
 KB0580'TO BE IN GOOD CONDITION.
 KB0580'
 KB0580'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 KB0580'
 KB0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 KB0580'ELWIN.
 KB0580
 KB0580                          STATION RECOVERY (2001)
 KB0580
 KB0580'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 KB0580'THE CULVERT UNDER THE RAILROAD NO LONGER HAS A HEADWALL ON THE EAST
 KB0580'SIDE OF THE TRACKS.  THE CULVERT HAS APPARENTLY BEEN EXTENDED WEST AND
 KB0580'TIED TOGETHER WITH A NEW CULVERT UNDER ROUTE 51 INTO ONE CONTINUOUS
 KB0580'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0582 ***********************************************************************
 KB0582  DESIGNATION -  CLIKER RM
 KB0582  PID         -  KB0582
 KB0582  STATE/COUNTY-  IL/MACON
 KB0582  USGS QUAD   -  DECATUR (1975)
 KB0582
 KB0582                         *CURRENT SURVEY CONTROL
 KB0582  ___________________________________________________________________
 KB0582* NAD 83(1986)-  39 48 24.     (N)    088 58 21.     (W)     SCALED    
 KB0582* NAVD 88     -       207.288  (meters)     680.08   (feet)  POSTED    
 KB0582  ___________________________________________________________________
 KB0582  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KB0582  DYNAMIC HT  -         207.180 (meters)     679.72  (feet)  COMP
 KB0582  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 KB0582
 KB0582  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KB0582
 KB0582.The horizontal coordinates were scaled from a topographic map and have
 KB0582.an estimated accuracy of +/- 6 seconds.
 KB0582
 KB0582.The orthometric height was determined by differential leveling
 KB0582.and adjusted by the National Geodetic Survey in 1992..
 KB0582.No vertical observational check was made to the station.
 KB0582.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KB0582.was located on a no-check spur therefore a value was not computed.
 KB0582
 KB0582.The geoid height was determined by GEOID03.
 KB0582
 KB0582.The dynamic height is computed by dividing the NAVD 88
 KB0582.geopotential number by the normal gravity value computed on the
 KB0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0582.degrees latitude (g = 980.6199 gals.).
 KB0582
 KB0582.The modeled gravity was interpolated from observed gravity values.
 KB0582
 KB0582;                    North         East    Units  Estimated Accuracy
 KB0582;SPC IL E     -   348,730.      245,270.      MT  (+/- 180 meters Scaled)
 KB0582
 KB0582                          SUPERSEDED SURVEY CONTROL
 KB0582
 KB0582.No superseded survey control is available for this station.
 KB0582
 KB0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK311081(NAD 83)
 KB0582_MARKER: DR = REFERENCE MARK DISK
 KB0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0582_STAMPING: CLIKER 1920
 KB0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0582+STABILITY: SURFACE MOTION
 KB0582
 KB0582  HISTORY     - Date     Condition        Report By
 KB0582  HISTORY     - 1920     MONUMENTED       CGS
 KB0582  HISTORY     - 1971     GOOD             NGS
 KB0582
 KB0582                          STATION DESCRIPTION
 KB0582
 KB0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KB0582'2 MI NE FROM ELVIN.
 KB0582'0.1 MILE WEST ALONG PAVED ROAD FROM THE UNITED METHODIST CHURCH
 KB0582'AT ELVIN TO THE INTERSECTION OF U.S. HIGHWAY 51, THENCE NORTH
 KB0582'ALONG THE HIGHWAY FOR 1.9 MILES TO INTERSECTION WITH GROVE ROAD,
 KB0582'THENCE NORTH ON THE HIGHWAY FOR 0.2 MILE TO THE MARK ON THE WEST
 KB0582'SIDE AND RIGHT-OF-WAY OF THE ILLINOIS CENTRAL RAILROAD, 2 FEET
 KB0582'EAST OF A FENCE, 50 FEET SOUTHWEST OF A POWER POLE, 44 FEET WEST
 KB0582'RAIL OF RAILROAD, SET IN THE TOP OF A SQUARE CONCRETE POST
 KB0582'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0494 ***********************************************************************
 LC0494  DESIGNATION -  CLINTON
 LC0494  PID         -  LC0494
 LC0494  STATE/COUNTY-  IL/DE WITT
 LC0494  USGS QUAD   -  CLINTON (1979)
 LC0494
 LC0494                         *CURRENT SURVEY CONTROL
 LC0494  ___________________________________________________________________
 LC0494* NAD 83(1997)-  40 09 23.25297(N)    088 57 22.49584(W)     ADJUSTED  
 LC0494* NAVD 88     -       222.871  (meters)     731.20   (feet)  ADJUSTED  
 LC0494  ___________________________________________________________________
 LC0494  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 LC0494  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC0494  DYNAMIC HT  -         222.757 (meters)     730.83  (feet)  COMP
 LC0494  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 LC0494
 LC0494  HORZ ORDER  -  SECOND
 LC0494  VERT ORDER  -  FIRST     CLASS I
 LC0494
 LC0494.The horizontal coordinates were established by classical geodetic methods
 LC0494.and adjusted by the National Geodetic Survey in October 1999..
 LC0494
 LC0494.The orthometric height was determined by differential leveling
 LC0494.and adjusted by the National Geodetic Survey in June 1991..
 LC0494.WARNING-Repeat measurements at this control monument indicate possible
 LC0494.vertical movement.
 LC0494
 LC0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0494
 LC0494.The geoid height was determined by GEOID03.
 LC0494
 LC0494.The dynamic height is computed by dividing the NAVD 88
 LC0494.geopotential number by the normal gravity value computed on the
 LC0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0494.degrees latitude (g = 980.6199 gals.).
 LC0494
 LC0494.The modeled gravity was interpolated from observed gravity values.
 LC0494
 LC0494;                    North         East     Units Scale Factor Converg.
 LC0494;SPC IL E     -   387,558.543   246,929.594   MT  1.00000966   -0 24 06.2
 LC0494;SPC IL E     - 1,271,514.99    810,134.84   sFT  1.00000966   -0 24 06.2
 LC0494;UTM  16      - 4,446,957.476   333,391.409   MT  0.99994172   -1 15 42.6
 LC0494
 LC0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0494!SPC IL E     -   0.99997008  x   1.00000966  =   0.99997974
 LC0494!UTM  16      -   0.99997008  x   0.99994172  =   0.99991180
 LC0494
 LC0494|---------------------------------------------------------------------|
 LC0494| PID    Reference Object                     Distance      Geod. Az  |
 LC0494|                                                           dddmmss.s |
 LC0494| LC0495 CLINTON RM                           12.360 METERS 25441     |
 LC0494| LC0487 HARRAS                              APPROX. 2.5 KM 3591123.5 |
 LC0494|---------------------------------------------------------------------|
 LC0494
 LC0494                          SUPERSEDED SURVEY CONTROL
 LC0494
 LC0494  NAD 83(1986)-  40 09 23.26232(N)    088 57 22.49598(W) AD(       ) 2
 LC0494  NAD 27      -  40 09 23.13300(N)    088 57 22.19680(W) AD(       ) 2
 LC0494  NGVD 29 (??/??/92)  222.942  (m)          731.44   (f) ADJ UNCH    1 1
 LC0494
 LC0494.Superseded values are not recommended for survey control.
 LC0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0494.See file dsdata.txt to determine how the superseded data were derived.
 LC0494
 LC0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3339146957(NAD 83)
 LC0494_MARKER: DS = TRIANGULATION STATION DISK
 LC0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0494_STAMPING: CLINTON 1920
 LC0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0494+STABILITY: SURFACE MOTION
 LC0494
 LC0494  HISTORY     - Date     Condition        Report By
 LC0494  HISTORY     - 1920     MONUMENTED       CGS
 LC0494  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LC0494  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LC0494  HISTORY     - 1942     POOR             CGS
 LC0494  HISTORY     - 1969     GOOD             NGS
 LC0494  HISTORY     - 1973     POOR             ILDT
 LC0494  HISTORY     - 1974     MARK NOT FOUND   NGS
 LC0494  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC0494  HISTORY     - 20040927 MARK NOT FOUND   ILDT
 LC0494
 LC0494                          STATION DESCRIPTION
 LC0494
 LC0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LC0494'STATION IS LOCATED AT CLINTON, ON THE E SIDE OF THE ILLINOIS
 LC0494'CENTRAL RAILROAD TRACK, 10 YARDS SE OF THE ILLINOIS CENTRAL
 LC0494'RAILROAD FREIGHT STATION, 8 YARDS N OF THE CENTER OF MACON
 LC0494'STREET, 1.58 METERS (5.18 FEET) N OF THE N EDGE OF A SIDEWALK,
 LC0494'AND 1.33 METERS (4.36 FEET) E OF THE E AND NEAREST RAIL.
 LC0494'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 LC0494'SET IN CONCRETE.  THE
 LC0494'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN THE CONCRETE
 LC0494'SIDEWALK, ON THE OPPOSITE SIDE OF THE TRACK, 12.36 METERS
 LC0494'(40.55 FEET) FROM THE STATION, S 74 DEG 41 MIN W.
 LC0494'THE ELEVATION OF THE STATION MARK IS 222.783 METERS
 LC0494'(730.914 FEET) AND OF THE REFERENCE MARK 222.776 METERS
 LC0494'(730.891 FEET).
 LC0494
 LC0494                          STATION RECOVERY (1933)
 LC0494
 LC0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LC0494'STATION IS LOST.  THE STATION MARKS HAVE BEEN DESTROYED.
 LC0494
 LC0494                          STATION RECOVERY (1934)
 LC0494
 LC0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CCS)
 LC0494'BOTH THIS MARK AND THE REFERENCE MARK NEARBY HAVE BEEN DISTURBED
 LC0494'BY VEHICLES PASSING OVER THEM.  MARK STAMPED CLINTON 1920.
 LC0494
 LC0494                          STATION RECOVERY (1942)
 LC0494
 LC0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WER)
 LC0494'THE BENCH MARK WAS FOUND IN THE LOCATION DESCRIBED BUT, EVIDENTLY
 LC0494'DUE TO ITS LOCATION 5.65 FEET WEST OF THE CENTER LINE OF A
 LC0494'RAILROAD TRACK CARRYING HEAVY FREIGHT TRAFFIC, THE CONCRETE
 LC0494'BASE HAS BEEN CANTED ABOUT 13 DEG FROM THE VERTICAL.  IT IS
 LC0494'SUGGESTED THAT THIS BENCH MARK BE RELOCATED AT A POINT WHERE IT WILL
 LC0494'BE LESS LIKELY TO BE DISTURBED BY RAILROAD TRAFFIC.
 LC0494
 LC0494                          STATION RECOVERY (1969)
 LC0494
 LC0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0494'0.2 MI N FROM CLINTON.
 LC0494'ABOUT 0.2 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 LC0494'STATION AT CLINTON, 17 FEET WEST OF THE WEST RAIL OF THE MAIN
 LC0494'TRACK, 9 FEET EAST OF THE EAST RAIL OF THE MOST WESTERLY SET OF
 LC0494'TRACKS, 27 FEET NORTH OF THE CENTER LINE OF E. MACON STREET, ABOUT
 LC0494'LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 LC0494'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 27,
 LC0494'T20N, R2E NOTE-- DUE TO THE LOCATION OF THIS MARK THE ELEVATION
 LC0494'SHOULD BE USED WITH CAUTION.  THIS MARK IS LEANING TO THE EAST BUT
 LC0494'IT APPEARS TO BE SOLID.
 LC0494
 LC0494                          STATION RECOVERY (1973)
 LC0494
 LC0494'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 (LEM)
 LC0494'CLINTON 1920-POOR - POST IS LEANING TO THE EAST
 LC0494
 LC0494                          STATION RECOVERY (1974)
 LC0494
 LC0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LC0494'THE MARK WAS FOUND TO HAVE BEEN MOVED BY PARTIES UNKNOWN.
 LC0494'THE STATION MARK WAS FOUND SET AT THE WEST SIDE OF THE TRACKS
 LC0494'RATHER THAN THE EAST SIDE.  A SEARCH WAS MADE FOR THE UNDERGROUND
 LC0494'STATION MARK USING EXISTING MEASUREMENTS BUT NOTHING WAS FOUND.
 LC0494'A RETIRED RAILROADER SAID THAT THE CROSSING WAS RAISED ABOUT
 LC0494'3 FEET SEVERAL YEARS AGO AND IT IS THOUGHT THAT THE MARK WAS
 LC0494'DESTROYED AT THAT TIME.
 LC0494'
 LC0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLINTON
 LC0494
 LC0494                          STATION RECOVERY (1975)
 LC0494
 LC0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC0494'MARK NOT FOUND.
 LC0494
 LC0494                          STATION RECOVERY (2004)
 LC0494
 LC0494'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1428 ***********************************************************************
 NH1428  DESIGNATION -  CLINTON 1920
 NH1428  PID         -  NH1428
 NH1428  STATE/COUNTY-  IL/WINNEBAGO
 NH1428  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1428
 NH1428                         *CURRENT SURVEY CONTROL
 NH1428  ___________________________________________________________________
 NH1428* NAD 83(1997)-  42 20 52.44991(N)    089 04 32.73053(W)     ADJUSTED  
 NH1428* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 NH1428  ___________________________________________________________________
 NH1428  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 NH1428  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NH1428
 NH1428  HORZ ORDER  -  SECOND
 NH1428
 NH1428.The horizontal coordinates were established by classical geodetic methods
 NH1428.and adjusted by the National Geodetic Survey in October 1999..
 NH1428
 NH1428.The orthometric height was scaled from a topographic map.
 NH1428
 NH1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1428
 NH1428.The geoid height was determined by GEOID03.
 NH1428
 NH1428;                    North         East     Units Scale Factor Converg.
 NH1428;SPC IL W     -   631,300.642   789,883.811   MT  1.00004055   +0 44 05.7
 NH1428;SPC IL W     - 2,071,192.19  2,591,477.14   sFT  1.00004055   +0 44 05.7
 NH1428;SPC IL E     -   631,012.509   238,827.066   MT  1.00002102   -0 30 00.5
 NH1428;SPC IL E     - 2,070,246.87    783,551.80   sFT  1.00002102   -0 30 00.5
 NH1428;SPC WI S     -    39,072.184   676,161.650   MT  1.00009997   +0 38 06.2
 NH1428;SPC WI S     -   128,189.32  2,218,373.68   sFT  1.00009997   +0 38 06.2
 NH1428;UTM  16      - 4,690,491.413   329,026.669   MT  0.99995968   -1 23 55.1
 NH1428
 NH1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1428!SPC IL W     -   0.99997138  x   1.00004055  =   1.00001193
 NH1428!SPC IL E     -   0.99997138  x   1.00002102  =   0.99999240
 NH1428!SPC WI S     -   0.99997138  x   1.00009997  =   1.00007135
 NH1428!UTM  16      -   0.99997138  x   0.99995968  =   0.99993106
 NH1428
 NH1428|---------------------------------------------------------------------|
 NH1428| PID    Reference Object                     Distance      Geod. Az  |
 NH1428|                                                           dddmmss.s |
 NH1428| NH1450 CLAY                                222.235 METERS 03353     |
 NH1428| CI8391 CLINTON RM                            6.730 METERS 19203     |
 NH1428|---------------------------------------------------------------------|
 NH1428
 NH1428                          SUPERSEDED SURVEY CONTROL
 NH1428
 NH1428  NAD 83(1997)-  42 20 52.44989(N)    089 04 32.73117(W) AD(       ) 2
 NH1428  NAD 83(1997)-  42 20 52.44681(N)    089 04 32.73162(W) AD(       ) 2
 NH1428  NAD 83(1986)-  42 20 52.44485(N)    089 04 32.73323(W) AD(       ) 2
 NH1428  NAD 27      -  42 20 52.37980(N)    089 04 32.34420(W) AD(       ) 2
 NH1428
 NH1428.Superseded values are not recommended for survey control.
 NH1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1428.See file dsdata.txt to determine how the superseded data were derived.
 NH1428
 NH1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2902790491(NAD 83)
 NH1428_MARKER: N = NAIL
 NH1428_SETTING: 0 = UNSPECIFIED SETTING
 NH1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1428
 NH1428  HISTORY     - Date     Condition        Report By
 NH1428  HISTORY     - 1920     MONUMENTED       CGS
 NH1428  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1428
 NH1428                          STATION DESCRIPTION
 NH1428
 NH1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1428'STATION IS ABOUT 2 MILES S OF LATHAM PARK, ON THE W SIDE
 NH1428'OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 5
 NH1428'YARDS N OF RAILROAD BRIDGE E 580, 2.11 METERS (6.92 FEET)
 NH1428'W OF THE W AND NEAREST RAIL.  THE STATION IS MARKED BY A
 NH1428'GREEN SAPLING STAKE WITH A NAIL IN THE TOP AND A CROSS FILED
 NH1428'ON THE NAIL.  THE REFERENCE MARK, ON THE SAME SIDE OF THE
 NH1428'TRACK, IS A BOLT HEAD IN THE N END OF THE BRIDGE, WITH AN
 NH1428'ARROW AND WORDING STAMPED ON IT, 6.73 METERS (22.08 FEET)
 NH1428'FROM THE STATION, S 12 DEG 03 MIN W.
 NH1428
 NH1428                          STATION RECOVERY (1997)
 NH1428
 NH1428'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1808 ***********************************************************************
 LC1808  DESIGNATION -  CLINTON DEWITT CO CTHSE FINIAL
 LC1808  PID         -  LC1808
 LC1808  STATE/COUNTY-  IL/DE WITT
 LC1808  USGS QUAD   -  CLINTON (1979)
 LC1808
 LC1808                         *CURRENT SURVEY CONTROL
 LC1808  ___________________________________________________________________
 LC1808* NAD 83(1997)-  40 09 09.70955(N)    088 57 37.90260(W)     ADJUSTED  
 LC1808* NAVD 88     -                                                        
 LC1808  ___________________________________________________________________
 LC1808  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 LC1808  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC1808
 LC1808  HORZ ORDER  -  THIRD
 LC1808
 LC1808.The horizontal coordinates were established by classical geodetic methods
 LC1808.and adjusted by the National Geodetic Survey in October 1999..
 LC1808
 LC1808
 LC1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1808
 LC1808.The geoid height was determined by GEOID03.
 LC1808
 LC1808;                    North         East     Units Scale Factor Converg.
 LC1808;SPC IL E     -   387,143.384   246,562.029   MT  1.00001014   -0 24 16.0
 LC1808;SPC IL E     - 1,270,152.92    808,928.92   sFT  1.00001014   -0 24 16.0
 LC1808;UTM  16      - 4,446,547.909   333,017.679   MT  0.99994325   -1 15 52.2
 LC1808
 LC1808                          SUPERSEDED SURVEY CONTROL
 LC1808
 LC1808  NAD 83(1986)-  40 09 09.71841(N)    088 57 37.90342(W) AD(       ) 4
 LC1808  NAD 27      -  40 09 09.58600(N)    088 57 37.60900(W) AD(       ) 3
 LC1808
 LC1808.Superseded values are not recommended for survey control.
 LC1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1808.See file dsdata.txt to determine how the superseded data were derived.
 LC1808
 LC1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3301846548(NAD 83)
 LC1808_MARKER: 82 = FINIAL
 LC1808
 LC1808  HISTORY     - Date     Condition        Report By
 LC1808  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1808
 LC1808                          STATION DESCRIPTION
 LC1808
 LC1808'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1812 ***********************************************************************
 LC1812  DESIGNATION -  CLINTON GEN TEL MICROWAVE
 LC1812  PID         -  LC1812
 LC1812  STATE/COUNTY-  IL/DE WITT
 LC1812  USGS QUAD   -  CLINTON (1979)
 LC1812
 LC1812                         *CURRENT SURVEY CONTROL
 LC1812  ___________________________________________________________________
 LC1812* NAD 83(1997)-  40 08 43.49652(N)    088 56 55.08234(W)     ADJUSTED  
 LC1812* NAVD 88     -                                                        
 LC1812  ___________________________________________________________________
 LC1812  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 LC1812  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC1812
 LC1812  HORZ ORDER  -  THIRD
 LC1812
 LC1812.The horizontal coordinates were established by classical geodetic methods
 LC1812.and adjusted by the National Geodetic Survey in October 1999..
 LC1812
 LC1812
 LC1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1812
 LC1812.The geoid height was determined by GEOID03.
 LC1812
 LC1812;                    North         East     Units Scale Factor Converg.
 LC1812;SPC IL E     -   386,327.802   247,569.868   MT  1.00000883   -0 23 48.2
 LC1812;SPC IL E     - 1,267,477.13    812,235.48   sFT  1.00000883   -0 23 48.2
 LC1812;SPC IL W     -   386,844.545   803,786.768   MT  1.00007373   +0 47 07.3
 LC1812;SPC IL W     - 1,269,172.48  2,637,090.42   sFT  1.00007373   +0 47 07.3
 LC1812;UTM  16      - 4,445,717.349   334,013.096   MT  0.99993917   -1 15 23.9
 LC1812
 LC1812                          SUPERSEDED SURVEY CONTROL
 LC1812
 LC1812  NAD 83(1986)-  40 08 43.50466(N)    088 56 55.08133(W) AD(       ) 4
 LC1812  NAD 27      -  40 08 43.37278(N)    088 56 54.77889(W) AD(       ) 3
 LC1812
 LC1812.Superseded values are not recommended for survey control.
 LC1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1812.See file dsdata.txt to determine how the superseded data were derived.
 LC1812
 LC1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3401345717(NAD 83)
 LC1812_MARKER: 44 = MICROWAVE MAST
 LC1812
 LC1812  HISTORY     - Date     Condition        Report By
 LC1812  HISTORY     - 1974     FIRST OBSERVED   NGS
 LC1812
 LC1812                          STATION DESCRIPTION
 LC1812
 LC1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 LC1812'CLINTON, GENERAL TELEPHONE COMPANY, MICROWAVE MAST KSO 35
 LC1812'IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 LC1812'ALTERNATELY RED AND WHITE, WITH REFLECTOR FANS AT THE TOP AND
 LC1812'AN OVERALL HEIGHT OF 240 FEET.
 LC1812'
 LC1812'THE MAST IS LOCATED IN THE EXTREME SOUTHEAST EDGE OF CLINTON.
 LC1812'
 LC1812'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 54 IN
 LC1812'SOUTHEAST EDGE OF CLINTON, GO SOUTHEASTERLY ON HIGHWAY 10 FOR
 LC1812'0.4 MILE TO A SIDE ROAD SHARP RIGHT.  TURN SHARP RIGHT, WEST,
 LC1812'FOR 0.1 MILE TO MAST ON LEFT.
 LC1812'
 LC1812'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1809 ***********************************************************************
 LC1809  DESIGNATION -  CLINTON ICRR REPAIR SHOPS STK
 LC1809  PID         -  LC1809
 LC1809  STATE/COUNTY-  IL/DE WITT
 LC1809  USGS QUAD   -  CLINTON (1979)
 LC1809
 LC1809                         *CURRENT SURVEY CONTROL
 LC1809  ___________________________________________________________________
 LC1809* NAD 83(1997)-  40 09 22.88376(N)    088 56 48.80789(W)     ADJUSTED  
 LC1809* NAVD 88     -                                                        
 LC1809  ___________________________________________________________________
 LC1809  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 LC1809  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC1809
 LC1809  HORZ ORDER  -  THIRD
 LC1809
 LC1809.The horizontal coordinates were established by classical geodetic methods
 LC1809.and adjusted by the National Geodetic Survey in October 1999..
 LC1809
 LC1809
 LC1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1809
 LC1809.The geoid height was determined by GEOID03.
 LC1809
 LC1809;                    North         East     Units Scale Factor Converg.
 LC1809;SPC IL E     -   387,541.607   247,726.772   MT  1.00000862   -0 23 44.4
 LC1809;SPC IL E     - 1,271,459.42    812,750.25   sFT  1.00000862   -0 23 44.4
 LC1809;UTM  16      - 4,446,928.577   334,188.188   MT  0.99993846   -1 15 20.8
 LC1809
 LC1809                          SUPERSEDED SURVEY CONTROL
 LC1809
 LC1809  NAD 83(1986)-  40 09 22.89255(N)    088 56 48.80818(W) AD(       ) 4
 LC1809  NAD 27      -  40 09 22.76200(N)    088 56 48.51700(W) AD(       ) 3
 LC1809
 LC1809.Superseded values are not recommended for survey control.
 LC1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1809.See file dsdata.txt to determine how the superseded data were derived.
 LC1809
 LC1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3418846929(NAD 83)
 LC1809_MARKER: 63 = STACK
 LC1809
 LC1809  HISTORY     - Date     Condition        Report By
 LC1809  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1809
 LC1809                          STATION DESCRIPTION
 LC1809
 LC1809'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1807 ***********************************************************************
 LC1807  DESIGNATION -  CLINTON ILLINOIS POWER CO STK
 LC1807  PID         -  LC1807
 LC1807  STATE/COUNTY-  IL/DE WITT
 LC1807  USGS QUAD   -  CLINTON (1979)
 LC1807
 LC1807                         *CURRENT SURVEY CONTROL
 LC1807  ___________________________________________________________________
 LC1807* NAD 83(1997)-  40 09 17.15834(N)    088 57 35.25075(W)     ADJUSTED  
 LC1807* NAVD 88     -                                                        
 LC1807  ___________________________________________________________________
 LC1807  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 LC1807  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC1807
 LC1807  HORZ ORDER  -  THIRD
 LC1807
 LC1807.The horizontal coordinates were established by classical geodetic methods
 LC1807.and adjusted by the National Geodetic Survey in October 1999..
 LC1807
 LC1807
 LC1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1807
 LC1807.The geoid height was determined by GEOID03.
 LC1807
 LC1807;                    North         East     Units Scale Factor Converg.
 LC1807;SPC IL E     -   387,372.686   246,626.411   MT  1.00001005   -0 24 14.3
 LC1807;SPC IL E     - 1,270,905.22    809,140.15   sFT  1.00001005   -0 24 14.3
 LC1807;UTM  16      - 4,446,776.204   333,085.491   MT  0.99994298   -1 15 50.7
 LC1807
 LC1807                          SUPERSEDED SURVEY CONTROL
 LC1807
 LC1807  NAD 83(1986)-  40 09 17.16729(N)    088 57 35.25154(W) AD(       ) 4
 LC1807  NAD 27      -  40 09 17.03500(N)    088 57 34.95700(W) AD(       ) 3
 LC1807
 LC1807.Superseded values are not recommended for survey control.
 LC1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1807.See file dsdata.txt to determine how the superseded data were derived.
 LC1807
 LC1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3308546776(NAD 83)
 LC1807_MARKER: 63 = STACK
 LC1807
 LC1807  HISTORY     - Date     Condition        Report By
 LC1807  HISTORY     - 1972     FIRST OBSERVED   NGS
 LC1807
 LC1807                          STATION DESCRIPTION
 LC1807
 LC1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LC1807'STATION WAS DESTROYED 10-20-72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1813 ***********************************************************************
 LC1813  DESIGNATION -  CLINTON MUN TANK
 LC1813  PID         -  LC1813
 LC1813  STATE/COUNTY-  IL/DE WITT
 LC1813  USGS QUAD   -  CLINTON (1979)
 LC1813
 LC1813                         *CURRENT SURVEY CONTROL
 LC1813  ___________________________________________________________________
 LC1813* NAD 83(1997)-  40 09 05.02650(N)    088 57 41.28058(W)     ADJUSTED  
 LC1813* NAVD 88     -                                                        
 LC1813  ___________________________________________________________________
 LC1813  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 LC1813  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC1813
 LC1813  HORZ ORDER  -  THIRD
 LC1813
 LC1813.The horizontal coordinates were established by classical geodetic methods
 LC1813.and adjusted by the National Geodetic Survey in October 1999..
 LC1813
 LC1813
 LC1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1813
 LC1813.The geoid height was determined by GEOID03.
 LC1813
 LC1813;                    North         East     Units Scale Factor Converg.
 LC1813;SPC IL E     -   386,999.508   246,481.061   MT  1.00001025   -0 24 18.1
 LC1813;SPC IL E     - 1,269,680.89    808,663.28   sFT  1.00001025   -0 24 18.1
 LC1813;SPC IL W     -   387,493.685   802,684.265   MT  1.00007093   +0 46 37.9
 LC1813;SPC IL W     - 1,271,302.20  2,633,473.29   sFT  1.00007093   +0 46 37.9
 LC1813;UTM  16      - 4,446,405.274   332,934.566   MT  0.99994360   -1 15 54.2
 LC1813
 LC1813                          SUPERSEDED SURVEY CONTROL
 LC1813
 LC1813  NAD 83(1986)-  40 09 05.03467(N)    088 57 41.27957(W) AD(       ) 4
 LC1813  NAD 27      -  40 09 04.90214(N)    088 57 40.97613(W) AD(       ) 3
 LC1813
 LC1813.Superseded values are not recommended for survey control.
 LC1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1813.See file dsdata.txt to determine how the superseded data were derived.
 LC1813
 LC1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3293546405(NAD 83)
 LC1813_MARKER: 53 = ELEVATED TANK
 LC1813
 LC1813  HISTORY     - Date     Condition        Report By
 LC1813  HISTORY     - 1974     FIRST OBSERVED   NGS
 LC1813
 LC1813                          STATION DESCRIPTION
 LC1813
 LC1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 LC1813'CLINTON MUNICIPAL WATER TANK IS A 6-LEGGED STEEL STRUCTURE
 LC1813'WITH WIDE CONICAL TOPPED TANK, PAINTED PALE BLUE, HAS THE LETTERS
 LC1813'CLINTON IN YELLOW ON THE NORTH AND SOUTH SIDE, AND AN OVERALL
 LC1813'HEIGHT OF ABOUT 140 FEET.
 LC1813'
 LC1813'IT IS LOCATED IN THE SOUTH PART OF CLINTON IN THE NORTHEAST
 LC1813'ANGLE OF JEFFERSON AND QUINCY STREETS.
 LC1813'
 LC1813'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1319 ***********************************************************************
 MF1319  DESIGNATION -  CLOVERDALE
 MF1319  PID         -  MF1319
 MF1319  STATE/COUNTY-  IL/DU PAGE
 MF1319  USGS QUAD   -  WEST CHICAGO (1993)
 MF1319
 MF1319                         *CURRENT SURVEY CONTROL
 MF1319  ___________________________________________________________________
 MF1319* NAD 83(1997)-  41 56 24.85949(N)    088 08 21.62472(W)     ADJUSTED  
 MF1319* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 MF1319  ___________________________________________________________________
 MF1319  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 MF1319  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MF1319
 MF1319  HORZ ORDER  -  SECOND
 MF1319
 MF1319.The horizontal coordinates were established by classical geodetic methods
 MF1319.and adjusted by the National Geodetic Survey in October 1999..
 MF1319
 MF1319.The orthometric height was scaled from a topographic map.
 MF1319
 MF1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1319
 MF1319.The geoid height was determined by GEOID03.
 MF1319
 MF1319;                    North         East     Units Scale Factor Converg.
 MF1319;SPC IL E     -   585,483.133   316,087.110   MT  0.99997818   +0 07 46.8
 MF1319;SPC IL E     - 1,920,872.58  1,037,029.13   sFT  0.99997818   +0 07 46.8
 MF1319;UTM  16      - 4,643,768.695   405,553.643   MT  0.99970976   -0 45 41.5
 MF1319
 MF1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1319!SPC IL E     -   0.99996634  x   0.99997818  =   0.99994452
 MF1319!UTM  16      -   0.99996634  x   0.99970976  =   0.99967611
 MF1319
 MF1319|---------------------------------------------------------------------|
 MF1319| PID    Reference Object                     Distance      Geod. Az  |
 MF1319|                                                           dddmmss.s |
 MF1319| CI6836 CLOVERDALE RM 1                      27.371 METERS 03729     |
 MF1319| MF1283 ROSELLE MUNICIPAL TANK              APPROX. 7.0 KM 0443247.4 |
 MF1319| MF1285 MEDINAH COUNTRY CLUB TANK           APPROX. 8.6 KM 0703010.3 |
 MF1319| MF1291 BLOOMINGDALE RAD STA WMAQ MAST      APPROX. 5.5 KM 0970045.8 |
 MF1319| MF1282 CLOVERDALE MICROWAVE KSA 47 TR      APPROX. 3.4 KM 1001453.5 |
 MF1319| MF1292 GLEN ELLYN N MUNICIPAL TANK         APPROX. 8.8 KM 1394446.0 |
 MF1319| MF1280 GRETNA MICROWAVE KS 2XBO MAST       APPROX. 5.9 KM 1442111.0 |
 MF1319| MF1297 GLEN ELLYN S MUNICIPAL TANK         APPROX.10.3 KM 1483053.7 |
 MF1319| CI6837 CLOVERDALE RM 2                      30.582 METERS 15442     |
 MF1319| MF1303 WHEATON MUNICIPAL TANK              APPROX. 9.2 KM 1590309.6 |
 MF1319| MF1311 WINFIELD MUNICIPAL TANK             APPROX. 7.5 KM 1890432.4 |
 MF1319| MF1315 WEST CHICAGO MUNICIPAL TANK         APPROX. 8.2 KM 2220948.8 |
 MF1319| CI6835 CLOVERDALE AZ MK                                   2724902.7 |
 MF1319| MF1320 BARTLETT MUNICIPAL TANK             APPROX. 6.8 KM 3261257.5 |
 MF1319|---------------------------------------------------------------------|
 MF1319
 MF1319                          SUPERSEDED SURVEY CONTROL
 MF1319
 MF1319  NAD 83(1997)-  41 56 24.85963(N)    088 08 21.62566(W) AD(       ) 2
 MF1319  NAD 83(1997)-  41 56 24.86198(N)    088 08 21.63627(W) AD(       ) 2
 MF1319  NAD 83(1986)-  41 56 24.86333(N)    088 08 21.63669(W) AD(       ) 2
 MF1319  NAD 27      -  41 56 24.76190(N)    088 08 21.38090(W) AD(       ) 2
 MF1319
 MF1319.Superseded values are not recommended for survey control.
 MF1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1319.See file dsdata.txt to determine how the superseded data were derived.
 MF1319
 MF1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0555443769(NAD 83)
 MF1319_MARKER: DS = TRIANGULATION STATION DISK
 MF1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1319
 MF1319  HISTORY     - Date     Condition        Report By
 MF1319  HISTORY     - 1956     MONUMENTED       CGS
 MF1319  HISTORY     - 1967     GOOD             CGS
 MF1319  HISTORY     - 1976     GOOD             LOCENG
 MF1319  HISTORY     - 20060121 MARK NOT FOUND   USPSQD
 MF1319
 MF1319                          STATION DESCRIPTION
 MF1319
 MF1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1319'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF ELGIN,
 MF1319'2 MILES SOUTH SOUTHWEST OF KEENEYVILLE, 0.9 MILE WEST OF THE
 MF1319'VILLAGE OF CLOVERDALE AND IS ON PROPERTY OWNED BY MR. JOSEPH
 MF1319'KLOCK.  IT IS 156 FEET WEST OF THE SOUTHWEST CORNER OF A TWO
 MF1319'STORY FRAME HOUSE, 136 FEET NORTH OF THE CENTER OF ARMY TRAIL
 MF1319'ROAD, 102 FEET NORTHWEST OF A WHITE WITNESS POST, 99 FEET WEST
 MF1319'OF THE CENTER OF A FARM DRIVEWAY AND 62 FEET NORTHWEST OF THE
 MF1319'NORTHWEST CORNER OF A GALVANIZED PLANE HANGAR BUILDING.  THE
 MF1319'MARK IS FLUSH AND THE DISK IS STAMPED CLOVERDALE 1956.
 MF1319'
 MF1319'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MF1319'20 AND GARY AVE. AT THE KEENEYVILLE BRICK SCHOOL BUILDING
 MF1319'IN KEENEYVILLE, GO SOUTH ON GARY AVE. FOR 2.2 MILES TO THE
 MF1319'JUNCTION WITH ARMY TRAIL ROAD IN CLOVERDALE.  TURN RIGHT AND
 MF1319'GO WEST ON ARMY TRAIL ROAD FOR 0.95 MILE TO THE TWO STORY
 MF1319'FRAME HOUSE ON THE RIGHT AND THE STATION BETWEEN THE HOUSE
 MF1319'AND AN OLD ORCHARD.
 MF1319'
 MF1319'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 MF1319'ARMY TRAIL ROAD FOR 0.75 MILE TO THE MARK ON THE LEFT.
 MF1319'
 MF1319'REFERENCE MARK 1 IS AT THE WEST EDGE OF A FRAME TOOL SHED,
 MF1319'47 FEET SOUTHEAST OF A FENCE CORNER, 33 FEET SOUTH OF THE
 MF1319'NORTHWEST CORNER OF THE SHED AND 17 FEET NORTH OF THE SOUTHWEST
 MF1319'CORNER OF THE SHED.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MF1319'IS STAMPED CLOVERDALE NO 1 1956.
 MF1319'
 MF1319'REFERENCE MARK 2 IS 49 FEET NORTH OF THE CENTER OF ARMY TRAIL
 MF1319'ROAD, 14 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HANGAR
 MF1319'BUILDING, 12 FEET WEST OF A FENCE CORNER AND 2 FEET NORTHWEST
 MF1319'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 MF1319'STAMPED CLOVERDALE NO 2 1956.
 MF1319'
 MF1319'THE AZIMUTH MARK IS 45 FEET SOUTH OF THE CENTER OF ARMY TRAIL
 MF1319'ROAD, 3 FEET NORTH OF A POWER LINE POLE AND WHITE WITNESS
 MF1319'POST AND 3 FEET NORTH OF THE SOUTH BOUNDRY OF ROAD RIGHT-OF-WAY.
 MF1319'THE MARK IS FLUSH AND THE DISK IS STAMPED CLOVERDALE 1956.
 MF1319'
 MF1319'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1319
 MF1319                          STATION RECOVERY (1967)
 MF1319
 MF1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1319'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 MF1319'IS GOOD WITH BELOW CHANGES.
 MF1319'
 MF1319'STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST AND 56
 MF1319'FEET WEST OF THE SOUTHWEST CORNER OF A GARAGE.
 MF1319'
 MF1319'REFERENCE MARK 1 IS 21 FEET NORTH OF THE NORTHWEST CORNER OF
 MF1319'A GARAGE.
 MF1319'
 MF1319'REFERENCE MARK 2 IS 1 FOOT EAST OF A METAL WITNESS POST AND
 MF1319'45 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.
 MF1319'
 MF1319'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 MF1319
 MF1319                          STATION RECOVERY (1976)
 MF1319
 MF1319'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (AS)
 MF1319'CLOVERDALE RM 1 RM 2 AZ MK ALL MARKS FOUND IN GOOD CONDITION AS
 MF1319'DESCRIBED.
 MF1319'
 MF1319'HORIZONTAL DISTANCE FROM STATION TO AZ MK = 4089.70 FEET (BY LASER
 MF1319'RANGER).
 MF1319'
 MF1319'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MI. W. OF
 MF1319'CLOVERDALE.
 MF1319
 MF1319                          STATION RECOVERY (2006)
 MF1319
 MF1319'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1319'LOCATIONS OF ALL MARKS HAS BEEN DEVELOPED. ROAD HAS BEEN REBUILT, OLD
 MF1319'STRUCTURES ARE GONE AND PROPERTIES ARE RESIDENTIAL OR COMMERCIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1282 ***********************************************************************
 MF1282  DESIGNATION -  CLOVERDALE MICROWAVE KSA 47 TR
 MF1282  PID         -  MF1282
 MF1282  STATE/COUNTY-  IL/DU PAGE
 MF1282  USGS QUAD   -  LOMBARD (1993)
 MF1282
 MF1282                         *CURRENT SURVEY CONTROL
 MF1282  ___________________________________________________________________
 MF1282* NAD 83(1997)-  41 56 05.45580(N)    088 05 58.07534(W)     ADJUSTED  
 MF1282* NAVD 88     -                                                        
 MF1282  ___________________________________________________________________
 MF1282  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 MF1282  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MF1282
 MF1282  HORZ ORDER  -  THIRD
 MF1282
 MF1282.The horizontal coordinates were established by classical geodetic methods
 MF1282.and adjusted by the National Geodetic Survey in October 1999..
 MF1282
 MF1282
 MF1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1282
 MF1282.The geoid height was determined by GEOID03.
 MF1282
 MF1282;                    North         East     Units Scale Factor Converg.
 MF1282;SPC IL E     -   584,892.731   319,395.412   MT  0.99997963   +0 09 22.6
 MF1282;SPC IL E     - 1,918,935.57  1,047,883.11   sFT  0.99997963   +0 09 22.6
 MF1282;UTM  16      - 4,643,127.085   408,851.463   MT  0.99970223   -0 44 05.3
 MF1282
 MF1282                          SUPERSEDED SURVEY CONTROL
 MF1282
 MF1282  NAD 83(1997)-  41 56 05.45589(N)    088 05 58.07630(W) AD(       ) 4
 MF1282  NAD 83(1997)-  41 56 05.45855(N)    088 05 58.08704(W) AD(       ) 4
 MF1282  NAD 83(1986)-  41 56 05.45979(N)    088 05 58.08742(W) AD(       ) 4
 MF1282  NAD 27      -  41 56 05.35800(N)    088 05 57.83600(W) AD(       ) 3
 MF1282
 MF1282.Superseded values are not recommended for survey control.
 MF1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1282.See file dsdata.txt to determine how the superseded data were derived.
 MF1282
 MF1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0885143127(NAD 83)
 MF1282_MARKER: 45 = MICROWAVE TOWER
 MF1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF1282+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 MF1282
 MF1282  HISTORY     - Date     Condition        Report By
 MF1282  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1282  HISTORY     - 19970918 GOOD             USPSQD
 MF1282  HISTORY     - 20060121 GOOD             USPSQD
 MF1282
 MF1282                          STATION DESCRIPTION
 MF1282
 MF1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1282'THE STATION IS THE CENTER OF THE TOP OF THE TOWER OF THE
 MF1282'AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICRO-WAVE RELAY
 MF1282'STATION KSA 47 LOCATED ON THE EAST SIDE OF SCHMALE ROAD
 MF1282'ABOUT 1-1/2 MILE SOUTHWEST OF BLOOMINGDALE AND ABOUT 1 MILE
 MF1282'EAST OF CLOVERDALE.  IT IS A SQUARE CONCRETE STRUCTURE ABOUT
 MF1282'103 FEET HIGH.
 MF1282'
 MF1282'TO REACH THE STATION FROM THE JUNCTION OF GARY AVENUE AND
 MF1282'ARMY TRAIL ROAD IN CLOVERDALE, GO EAST ON ARMY TRAIL ROAD
 MF1282'FOR 1.0 MILE TO THE JUNCTION OF SCHMALE ROAD.  TURN RIGHT
 MF1282'AND GO SOUTH ON SCHMALE ROAD FOR 0.25 MILE TO A DRIVEWAY
 MF1282'LEFT AND THE TOWER ON THE LEFT.
 MF1282
 MF1282                          STATION RECOVERY (1997)
 MF1282
 MF1282'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1282'RECOVERED IN GOOD CONDITION.
 MF1282
 MF1282                          STATION RECOVERY (2006)
 MF1282
 MF1282'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1438 ***********************************************************************
 MF1438  DESIGNATION -  COAL CITY MUNICIPAL TANK
 MF1438  PID         -  MF1438
 MF1438  STATE/COUNTY-  IL/GRUNDY
 MF1438  USGS QUAD   -  COAL CITY (1993)
 MF1438
 MF1438                         *CURRENT SURVEY CONTROL
 MF1438  ___________________________________________________________________
 MF1438* NAD 83(1997)-  41 16 53.68316(N)    088 17 04.54797(W)     ADJUSTED  
 MF1438* NAVD 88     -                                                        
 MF1438  ___________________________________________________________________
 MF1438  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 MF1438  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MF1438
 MF1438  HORZ ORDER  -  THIRD
 MF1438
 MF1438.The horizontal coordinates were established by classical geodetic methods
 MF1438.and adjusted by the National Geodetic Survey in October 1999..
 MF1438
 MF1438
 MF1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1438
 MF1438.The geoid height was determined by GEOID03.
 MF1438
 MF1438;                    North         East     Units Scale Factor Converg.
 MF1438;SPC IL E     -   512,313.338   304,082.867   MT  0.99997521   +0 01 55.8
 MF1438;SPC IL E     - 1,680,814.68    997,645.21   sFT  0.99997521   +0 01 55.8
 MF1438;UTM  16      - 4,570,811.444   392,423.355   MT  0.99974242   -0 50 51.4
 MF1438
 MF1438                          SUPERSEDED SURVEY CONTROL
 MF1438
 MF1438  NAD 83(1997)-  41 16 53.68474(N)    088 17 04.54848(W) AD(       ) 4
 MF1438  NAD 83(1986)-  41 16 53.68974(N)    088 17 04.56414(W) AD(       ) 4
 MF1438  NAD 27      -  41 16 53.57800(N)    088 17 04.33800(W) AD(       ) 3
 MF1438
 MF1438.Superseded values are not recommended for survey control.
 MF1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1438.See file dsdata.txt to determine how the superseded data were derived.
 MF1438
 MF1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9242370811(NAD 83)
 MF1438_MARKER: 53 = ELEVATED TANK
 MF1438
 MF1438  HISTORY     - Date     Condition        Report By
 MF1438  HISTORY     - 1960     FIRST OBSERVED   CGS
 MF1438
 MF1438                          STATION DESCRIPTION
 MF1438
 MF1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1438'STATION IS LOCATED IN THE BUSINESS SECTION OF COAL CITY AND IS
 MF1438'JUST EAST OF THE COAL CITY FIRE DEPARTMENT STATION.
 MF1438'
 MF1438'STATION IS WATER TANK PAINTED SILVER, IS SUPPORTED BY FOUR
 MF1438'LEGS AND IS APPROXIMATELY 125 FEET HIGH.  COAL CITY IS PAINTED
 MF1438'ON THE NORTHWEST AND SOUTHEAST SIDES OF TANK WITH BLACK LETTERING.
 MF1438'
 MF1438'POINT INTERSECTED WAS THE TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1679 ***********************************************************************
 HB1679  DESIGNATION -  COBDEN
 HB1679  PID         -  HB1679
 HB1679  STATE/COUNTY-  IL/UNION
 HB1679  USGS QUAD   -  MAKANDA (1996)
 HB1679
 HB1679                         *CURRENT SURVEY CONTROL
 HB1679  ___________________________________________________________________
 HB1679* NAD 83(1997)-  37 32 16.10719(N)    089 14 08.58662(W)     ADJUSTED  
 HB1679* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 HB1679  ___________________________________________________________________
 HB1679  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HB1679  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HB1679
 HB1679  HORZ ORDER  -  FIRST
 HB1679
 HB1679.The horizontal coordinates were established by classical geodetic methods
 HB1679.and adjusted by the National Geodetic Survey in October 1999..
 HB1679
 HB1679.The orthometric height was scaled from a topographic map.
 HB1679
 HB1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1679
 HB1679.The geoid height was determined by GEOID03.
 HB1679
 HB1679;                    North         East     Units Scale Factor Converg.
 HB1679;SPC IL W     -    97,080.416   782,274.084   MT  1.00002452   +0 34 02.1
 HB1679;SPC IL W     -   318,504.66  2,566,510.89   sFT  1.00002452   +0 34 02.1
 HB1679;UTM  16      - 4,156,884.595   302,471.321   MT  1.00008062   -1 21 45.5
 HB1679
 HB1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1679!SPC IL W     -   0.99996198  x   1.00002452  =   0.99998650
 HB1679!UTM  16      -   0.99996198  x   1.00008062  =   1.00004260
 HB1679
 HB1679:                Primary Azimuth Mark                     Grid Az
 HB1679:SPC IL W     -  CARBONDALE NW MUNICIPAL TANK             000 51 50.7
 HB1679:UTM  16      -  CARBONDALE NW MUNICIPAL TANK             002 47 38.3
 HB1679
 HB1679|---------------------------------------------------------------------|
 HB1679| PID    Reference Object                     Distance      Geod. Az  |
 HB1679|                                                           dddmmss.s |
 HB1679| HB1683 CARBONDALE NW MUNICIPAL TANK        APPROX.21.5 KM 0012552.8 |
 HB1679| HB1681 WATER VALLEY LOOKOUT TOWER          APPROX. 7.5 KM 0493005.8 |
 HB1679| CI4138 COBDEN RM 1                           9.792 METERS 16334     |
 HB1679| HB1710 DONGOLA MUNICIPAL TANK              APPROX.20.3 KM 1633612.6 |
 HB1679| CI4140 COBDEN RM 3                           9.816 METERS 16340     |
 HB1679| HB1713 ANNA STATE HOSPITAL WATER TANK      APPROX. 6.8 KM 1840038.8 |
 HB1679| HB1733 ANNA RADIO STATION WRAJ MAST        APPROX. 9.5 KM 1875157.5 |
 HB1679| HB1732 ANNA MUNICIPAL TANK                 APPROX. 8.8 KM 1903154.6 |
 HB1679| CI4139 COBDEN RM 2                          12.737 METERS 23024     |
 HB1679| CI4137 COBDEN AZ MK                                       2331007.5 |
 HB1679| HB1695 ALTO PASS RAD KSE 521 KSE 55        APPROX.10.3 KM 2822741.7 |
 HB1679| HB1678 COBDEN RADIO STA KSE 93 MAST         88.392 METERS 34938     |
 HB1679|---------------------------------------------------------------------|
 HB1679
 HB1679                          SUPERSEDED SURVEY CONTROL
 HB1679
 HB1679  NAD 83(1997)-  37 32 16.11480(N)    089 14 08.58799(W) AD(       ) 1
 HB1679  NAD 83(1986)-  37 32 16.11542(N)    089 14 08.59108(W) AD(       ) 1
 HB1679  NAD 27      -  37 32 15.93787(N)    089 14 08.28647(W) AD(       ) 1
 HB1679
 HB1679.Superseded values are not recommended for survey control.
 HB1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1679.See file dsdata.txt to determine how the superseded data were derived.
 HB1679
 HB1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0247156885(NAD 83)
 HB1679_MARKER: DS = TRIANGULATION STATION DISK
 HB1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1679
 HB1679  HISTORY     - Date     Condition        Report By
 HB1679  HISTORY     - 1957     MONUMENTED       CGS
 HB1679  HISTORY     - 1969     GOOD             CGS
 HB1679
 HB1679                          STATION DESCRIPTION
 HB1679
 HB1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1679'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF COBDEN ON THE SUMMIT
 HB1679'OF A HIGH KNOLL AND ON PROPERTY OWNED BY MRS. C.M. MOORE.  IT IS 27.5
 HB1679'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A BARN, 40 FEET
 HB1679'NORTHEAST OF THE NORTHWEST CORNER OF THE BARN, 29 FEET
 HB1679'NORTH-NORTHWEST OF A WHITE WITNESS POST AND 20 FEET WEST OF THE
 HB1679'CENTERLINE OF A GRAVELED DRIVEWAY.  THE MONUMENT IS FLUSH AND THE
 HB1679'MARK IS STAMPED COBDEN 1957.
 HB1679'
 HB1679'TO REACH THE STATION FROM THE FIRST PRESBYTERIAN CHURCH IN COBDEN, GO
 HB1679'NORTH ON PAVED STREET FOR 0.05 MILE TO A Y-INTERSECTION.
 HB1679'TURN RIGHT, EAST AND GO 0.5 MILE TO THE END OF PAVEMENT.  CONTINUE
 HB1679'EAST FOR 0.05 MILE TO A DRIVEWAY RIGHT AND THE AZIMUTH MARK IS
 HB1679'LOCATED AS DESCRIBED BELOW.  CONTINUE AHEAD, EAST FOR 0.3 MILE TO A
 HB1679'DRIVEWAY LEFT, NORTH.  TURN NORTH ON DRIVEWAY AND GO 0.3 MILE TO THE
 HB1679'TOP OF THE HILL AND THE STATION ON THE LEFT, WEST SIDE OF THE
 HB1679'DRIVEWAY.
 HB1679'
 HB1679'REFERENCE MARK 1 IS 5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 HB1679'BARN, 3 FEET SOUTHEAST OF A WHITE WITNESS POST AND 14 FEET WEST OF
 HB1679'THE CENTERLINE OF A GRAVELED RIVEWAY.  THE MONUMENT IS FLUSH AND THE
 HB1679'MARK IS STAMPED COBDEN NO. 1 1957.
 HB1679'
 HB1679'REFERENCE MARK 2 IS 2 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.
 HB1679'THE MONUMENT IS FLUSH AND THE MARK IS STAMPED COBDEN NO. 2 1957.
 HB1679'
 HB1679'THE AZIMUTH MARK IS 65 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 HB1679'ROAD, 110 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 72 FEET
 HB1679'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE, 31 FEET
 HB1679'EAST-NORTHEAST OF A TWENTYFOUR INCH COTTONWOOD TREE, 1 FOOT SOUTHEAST
 HB1679'OF A WHITE WITNESS POST AND ON PROPERTY OWNED BY MR. MAX K. VITT.
 HB1679'THE MONUMENT IS FLUSH AND THE MARK IS STAMPED COBDEN 1957.
 HB1679'
 HB1679'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1679
 HB1679                          STATION RECOVERY (1969)
 HB1679
 HB1679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HB1679'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 HB1679'RECOVERED IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE
 HB1679'MARK NO. 1 WAS FOUND WITH THE TOP THREE INCHES BROKEN OFF AND THE
 HB1679'PRINT OF THE BOTTOM OF THE SHANK STILL VISIBLE.  THE SURFACE OF THE
 HB1679'MONUMENT WAS LEVELED OFF AND A NEW REFERENCE MARK DISK CEMENTED IN A
 HB1679'DRILL HOLE IN THE MONUMENT.  THE AZIMUTH MARK IS NOW OBSTRUCTED
 HB1679'BY TREE TOPS, BUT SHOULD BE VISIBLE WHEN THE LEAVES DROP.  WATER
 HB1679'VALLEY, FOREST LOOKOUT TOWER (1957) WAS USED AS THE INITIAL AND ALL
 HB1679'HORIZONTAL ANGLES WERE OBSERVED.  THE HORIZONTAL ANGLE AND MEASURED
 HB1679'DISTANCE TO REFERENCE MARK NO. 2 CHECKED WITHIN THE ALLOWABLES.  THE
 HB1679'ANGLE TO COBDEN, RADIO STATION KSE 93, MAST (1957) COULD NOT BE
 HB1679'CHECKED BY 00 DEG , 06 MIN , 50.2 SECONDS.  A ROUGH CHECK WAS MADE
 HB1679'WITH A 300 FOOT STEEL TAPE AND VERY NEARLY AGREED WITH THE 1957
 HB1679'TRAVERSE DISTANCE.  THE POINT OBSERVED ON THIS DATE WAS DETERMINED BY
 HB1679'INTERSECTION THE POINT EQUIDISTANT BETWEEN EACH OF THE THREE LEGS
 HB1679'AND THE LEGS THEMSELVES. , AND CHECKED BY MEASUREMENTS BETWEEN THE
 HB1679'CENTER POINT DETERMINED AND THE INSIDE CENTER OF THE LEGS.
 HB1679'
 HB1679'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1679'
 HB1679'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF COBDEN ON THE SUMMIT
 HB1679'OF A HIGH KNOLL KNOWN LOCALLY AS TIP TOP, AND IS ON THE PROPERTY OF
 HB1679'MRS. C. M. MOORE.
 HB1679'
 HB1679'TO REACH THE STATION FROM THE INTERSECTION OF MAPLE STREET AND FRONT
 HB1679'STREET ABOUT 150 FEET SOUTH OF THE NEW POST OFFICE IN COBDEN, GO
 HB1679'EAST ON FRONT STREET FOR 0.05 OF A MILE TO U.S. HIGHWAY 51.  HERE
 HB1679'TURN LEFT AND GO NORTH ON U.S. HIGHWAY 51 FOR 0.15 OF A MILE TO
 HB1679'POPLAR STREET ON THE RIGHT, TURN RIGHT AND GO EAST ON POPLAR STREET
 HB1679'FOR 0.05 OF A MILE TO WHERE POPLAR STREET MAKES A SHORT JOG LEFT AND
 HB1679'EAST STREET ON THE RIGHT.  HERE CONTINUE EASTERLY ON POPLAR STREET
 HB1679'FOR 0.55 OF A MILE TO A GRAVELED DRIVEWAY ON THE RIGHT AND THE
 HB1679'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EASTERLY ON A
 HB1679'PAVED ROAD FOR 0.3 OF A MILE TO A PRIVATE DRIVE ON THE LEFT AND SIGN
 HB1679'HILL TOP GARDENS.  HERE TURN LEFT ON THIS DRIVE AND GO NORTHERLY UP A
 HB1679'STEEP HILL FOR 0.25 OF A MILE TO MRS. MOORES HOME ON THE RIGHT,
 HB1679'CONTINUE NORTHERLY ON A GRAVELED DRIVE FOR 0.05 OF A MILE TO
 HB1679'THE STATION ON THE LEFT AS DESCRIBED.
 HB1679'
 HB1679'THE STATION IS 290 FEET SOUTH OF RADIO STATION KSE 93 MAST, 87 FEET
 HB1679'EAST-NORTHEAST OF A POWERLINE POLE, 20 FEET WEST OF THE APPROXIMATE
 HB1679'CENTER OF THE GRAVELED DRIVE, AND 0.8 OF A FOOT EAST OF A METAL
 HB1679'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A
 HB1679'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 HB1679'COBDEN 1957.
 HB1679'
 HB1679'REFERENCE MARK NO. 2 IS 55 FEET WEST OF THE APPROXIMATE CENTER OF THE
 HB1679'GRAVELED DRIVE, 51 FEET EAST OF A POWERLINE POLE, ABOUT 1 FOOT ABOVE
 HB1679'THE STATION ELEVATION, AND 0.9 OF A FOOT EAST OF A METAL WITNESS POST
 HB1679'AND SIGN.  IT IS A SANDARD DISK SET IN THE TOP OF A 12-INCH , SQUARE,
 HB1679'CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK IS STAMPED COBDEN
 HB1679'NO. 2 1957.
 HB1679'
 HB1679'REFERENCE MARK NO. 3 IS 96 FEET EAST OF A POWERLINE POLE, 14 FEET
 HB1679'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED DRIVE, 0.7 OF A FOOT
 HB1679'NORTH OF A METAL WITNESS POST AND SIGN, AND ABOUT 1/2 FOOT BELOW THE
 HB1679'STATION ELEVATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 HB1679'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HB1679'STAMPED COBDEN 1957 NO. 3 1969.
 HB1679'
 HB1679'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 HB1679'REFERENCE MARK NO. 3 IS 41.47 FEET-12.638 METERS.
 HB1679'
 HB1679'THE AZIMUTH MARK IS 110 FEET EAST OF THE APPROXIMATE CENTER OF A
 HB1679'GRAVELED DRIVEWAY, 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 HB1679'FRAME HOUSE, 66 FEET SOUTH OF THE APPROXIMATE CENTER OF THE PAVED
 HB1679'ROAD, 38 FEET EAST-NORTHEAST OF A 30-INCH SILVER POPLAR TREE, 22
 HB1679'FEET WEST-SOUTHWEST OF A UTILITY POLE, 6 FEET NORTHEAST OF A 6-INCH
 HB1679'CEDAR TREE, AND 0.9 OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.
 HB1679'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 HB1679'CONCRETE MONUMENT AND THE DISK IS STAMPED COBDEN 1957.
 HB1679'
 HB1679'NOTE-METAL WITNESS POST AND SIGNS WERE SET AT ALL MARKS AT THE
 HB1679'REQUEST OF MR. ROBERT W. RADER WHO TENDS THE AREA.
 HB1679'
 HB1679'AIRLINE DISTANCE AND DIRECTIONS FROM NEAREST TOWN-ABOUT 1 MILE
 HB1679'NORTHEAST OF COBDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1678 ***********************************************************************
 HB1678  DESIGNATION -  COBDEN RADIO STA KSE 93 MAST
 HB1678  PID         -  HB1678
 HB1678  STATE/COUNTY-  IL/UNION
 HB1678  USGS QUAD   -  MAKANDA (1996)
 HB1678
 HB1678                         *CURRENT SURVEY CONTROL
 HB1678  ___________________________________________________________________
 HB1678* NAD 83(1997)-  37 32 18.92743(N)    089 14 09.23491(W)     ADJUSTED  
 HB1678* NAVD 88     -                                                        
 HB1678  ___________________________________________________________________
 HB1678  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HB1678  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HB1678
 HB1678  HORZ ORDER  -  THIRD
 HB1678
 HB1678.The horizontal coordinates were established by classical geodetic methods
 HB1678.and adjusted by the National Geodetic Survey in October 1999..
 HB1678
 HB1678
 HB1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1678
 HB1678.The geoid height was determined by GEOID03.
 HB1678
 HB1678;                    North         East     Units Scale Factor Converg.
 HB1678;SPC IL W     -    97,167.204   782,257.308   MT  1.00002449   +0 34 01.7
 HB1678;SPC IL W     -   318,789.40  2,566,455.85   sFT  1.00002449   +0 34 01.7
 HB1678;UTM  16      - 4,156,971.903   302,457.477   MT  1.00008069   -1 21 45.9
 HB1678
 HB1678                          SUPERSEDED SURVEY CONTROL
 HB1678
 HB1678  NAD 83(1997)-  37 32 18.93504(N)    089 14 09.23628(W) AD(       ) 4
 HB1678  NAD 83(1986)-  37 32 18.93565(N)    089 14 09.23939(W) AD(       ) 4
 HB1678  NAD 27      -  37 32 18.75867(N)    089 14 08.93116(W) AD(       ) 3
 HB1678
 HB1678.Superseded values are not recommended for survey control.
 HB1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1678.See file dsdata.txt to determine how the superseded data were derived.
 HB1678
 HB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0245756972(NAD 83)
 HB1678_MARKER: 42 = RADIO/TV MAST
 HB1678
 HB1678  HISTORY     - Date     Condition        Report By
 HB1678  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1678  HISTORY     - 1969     GOOD             CGS
 HB1678
 HB1678                          STATION DESCRIPTION
 HB1678
 HB1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1678'THE STATION IS THE APPROXIMATE CENTER OF THE BASE OF THE MAST.  IT IS
 HB1678'LOCATED ABOUT 1 MILE NORTHEAST OF COBDEN AND ON THE HIGHEST POINT
 HB1678'OF THE HILL.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HB1678'COBDEN.  THE MAST IS 290.0 FEET (88.392 METERS) NORTH OF STATION
 HB1678'COBDEN.  THE MAST IS 247 FEET HIGH.
 HB1678
 HB1678                          STATION RECOVERY (1969)
 HB1678
 HB1678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HB1678'THIS STATION RECOVERED AS DESCRIBED IN 1957.
 HB1678'
 HB1678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 1 MILE
 HB1678'NORTHEAST OF COBDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1808 ***********************************************************************
 JB1808  DESIGNATION -  COCAGNE
 JB1808  PID         -  JB1808
 JB1808  STATE/COUNTY-  IL/FAYETTE
 JB1808  USGS QUAD   -  VANDALIA (1974)
 JB1808
 JB1808                         *CURRENT SURVEY CONTROL
 JB1808  ___________________________________________________________________
 JB1808* NAD 83(1997)-  38 58 35.22415(N)    089 07 09.71898(W)     ADJUSTED  
 JB1808* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 JB1808  ___________________________________________________________________
 JB1808  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JB1808  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JB1808
 JB1808  HORZ ORDER  -  SECOND
 JB1808
 JB1808.The horizontal coordinates were established by classical geodetic methods
 JB1808.and adjusted by the National Geodetic Survey in October 1999..
 JB1808
 JB1808.The orthometric height was scaled from a topographic map.
 JB1808
 JB1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1808
 JB1808.The geoid height was determined by GEOID03.
 JB1808
 JB1808;                    North         East     Units Scale Factor Converg.
 JB1808;SPC IL E     -   256,657.715   231,887.470   MT  1.00003210   -0 29 40.0
 JB1808;SPC IL E     -   842,051.19    760,784.14   sFT  1.00003210   -0 29 40.0
 JB1808;SPC IL W     -   256,876.881   790,749.651   MT  1.00004255   +0 39 31.7
 JB1808;SPC IL W     -   842,770.23  2,594,317.81   sFT  1.00004255   +0 39 31.7
 JB1808;UTM  16      - 4,316,299.648   316,410.698   MT  1.00001504   -1 20 00.4
 JB1808
 JB1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1808!SPC IL E     -   0.99997706  x   1.00003210  =   1.00000916
 JB1808!SPC IL W     -   0.99997706  x   1.00004255  =   1.00001961
 JB1808!UTM  16      -   0.99997706  x   1.00001504  =   0.99999210
 JB1808
 JB1808:                Primary Azimuth Mark                     Grid Az
 JB1808:SPC IL E     -  VANDALIA RR WATER TANK                   114 43 05.5
 JB1808:SPC IL W     -  VANDALIA RR WATER TANK                   113 33 53.8
 JB1808:UTM  16      -  VANDALIA RR WATER TANK                   115 33 25.9
 JB1808
 JB1808|---------------------------------------------------------------------|
 JB1808| PID    Reference Object                     Distance      Geod. Az  |
 JB1808|                                                           dddmmss.s |
 JB1808| JB1804 VANDALIA RR WATER TANK              APPROX. 1.3 KM 1141325.5 |
 JB1808| JB1803 VANDALIA FORD ROOFING PROD TK       APPROX. 1.9 KM 1392828.4 |
 JB1808| JB1809 VANDALIA RHYTHM STEP SHOE TANK      APPROX. 1.8 KM 1421310.4 |
 JB1808| JB1531 COCAGNE RM                           11.030 METERS 18255     |
 JB1808|---------------------------------------------------------------------|
 JB1808
 JB1808                          SUPERSEDED SURVEY CONTROL
 JB1808
 JB1808  NAD 83(1986)-  38 58 35.24291(N)    089 07 09.70959(W) AD(       ) 2
 JB1808  NAD 27      -  38 58 35.07900(N)    089 07 09.46900(W) AD(       ) 2
 JB1808
 JB1808.Superseded values are not recommended for survey control.
 JB1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1808.See file dsdata.txt to determine how the superseded data were derived.
 JB1808
 JB1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1641116300(NAD 83)
 JB1808_MARKER: DS = TRIANGULATION STATION DISK
 JB1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1808
 JB1808  HISTORY     - Date     Condition        Report By
 JB1808  HISTORY     - 1920     MONUMENTED       CGS
 JB1808  HISTORY     - 1960     GOOD             CGS
 JB1808  HISTORY     - 1961     SEE DESCRIPTION  CGS
 JB1808
 JB1808                          STATION DESCRIPTION
 JB1808
 JB1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JB1808'STATION IS ABOUT 1.5 MILES NW OF VANDALIA, IN VANDALIA TOWNSHIP, ON
 JB1808'THE FARM OF
 JB1808'SURFINE COCAGNE, 380 YARDS DIRECTLY N OF HIS BARN, ON THE
 JB1808'E SIDE OF A FENCE LINE, IN SEC
 JB1808'7, T 6 N, R 1 E.  THE SURFACE,
 JB1808'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 JB1808'BRONZE DISKS SET IN CONCRETE.  THE ELEVATION
 JB1808'OF THE STATION
 JB1808'MARK IS 178.182 METERS (584.585 FEET) AND OF THE
 JB1808'REFERENCE MARK 178.091 METERS
 JB1808'(584.287 FEET).  THE REFERENCE MARK IS
 JB1808'ON THE SAME SIDE OF THE FENCE LINE 11.03 METERS
 JB1808'(36.19 FEET) FROM
 JB1808'STATION S 2 DEG 55 MIN W.
 JB1808
 JB1808                          STATION RECOVERY (1960)
 JB1808
 JB1808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1808'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 JB1808'MARK WAS NOT RECOVERED.  AN
 JB1808'INVERSE FROM STATION VANDALIA WAS COMPUTED TO
 JB1808'DETERMINE ITS LOCATION AND WAS FOUND
 JB1808'TWO FEET BELOW THE SURFACE OF
 JB1808'THE GROUND.
 JB1808'
 JB1808'IT IS LOCATED ABOUT 1.5 MILES NORTHWEST OF THE TOWN OF VANDALIA AND
 JB1808'IS SITUATED IN AN
 JB1808'OPEN CULTIVATED FIELD.  IT LIES 162.6 METERS SOUTH OF
 JB1808'TRAVERSE STATION VANDALIA 1959,S 2 DEG 28 MIN E.
 JB1808
 JB1808                          STATION RECOVERY (1961)
 JB1808
 JB1808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1808'THE STATION WAS RECOVERED IN POOR CONDITION.  THE SURFACE STATION
 JB1808'MARK WAS GONE AND THE UNDERGROUND MARK WAS FOUND TO BE VERY
 JB1808'LOOSE.  THE REFERENCE MARK WAS NOT RECOVERED.  THE STATION WAS
 JB1808'CONSIDERED TO HAVE NO FURTHER VALUE AND THE UNDERGROUND MARK WAS
 JB1808'DESTROYED.  THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1646 ***********************************************************************
 HB1646  DESIGNATION -  COELLO CONCRETE CASTING CO STK
 HB1646  PID         -  HB1646
 HB1646  STATE/COUNTY-  IL/FRANKLIN
 HB1646  USGS QUAD   -  CHRISTOPHER (1976)
 HB1646
 HB1646                         *CURRENT SURVEY CONTROL
 HB1646  ___________________________________________________________________
 HB1646* NAD 83(1997)-  37 59 54.50504(N)    089 04 23.63941(W)     ADJUSTED  
 HB1646* NAVD 88     -                                                        
 HB1646  ___________________________________________________________________
 HB1646  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HB1646  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HB1646
 HB1646  HORZ ORDER  -  THIRD
 HB1646
 HB1646.The horizontal coordinates were established by classical geodetic methods
 HB1646.and adjusted by the National Geodetic Survey in October 1999..
 HB1646
 HB1646
 HB1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1646
 HB1646.The geoid height was determined by GEOID03.
 HB1646
 HB1646;                    North         East     Units Scale Factor Converg.
 HB1646;SPC IL E     -   148,063.773   235,012.613   MT  1.00002700   -0 27 19.9
 HB1646;SPC IL E     -   485,772.56    771,037.21   sFT  1.00002700   -0 27 19.9
 HB1646;UTM  16      - 4,207,673.775   317,962.185   MT  1.00000815   -1 16 36.2
 HB1646
 HB1646                          SUPERSEDED SURVEY CONTROL
 HB1646
 HB1646  NAD 83(1997)-  37 59 54.51660(N)    089 04 23.63942(W) AD(       ) 4
 HB1646  NAD 83(1986)-  37 59 54.51814(N)    089 04 23.64088(W) AD(       ) 4
 HB1646  NAD 27      -  37 59 54.33808(N)    089 04 23.36884(W) AD(       ) 3
 HB1646
 HB1646.Superseded values are not recommended for survey control.
 HB1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1646.See file dsdata.txt to determine how the superseded data were derived.
 HB1646
 HB1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1796207674(NAD 83)
 HB1646_MARKER: 63 = STACK
 HB1646
 HB1646  HISTORY     - Date     Condition        Report By
 HB1646  HISTORY     - 1961     FIRST OBSERVED   CGS
 HB1646
 HB1646                          STATION DESCRIPTION
 HB1646
 HB1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1646'THE STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED ABOUT 0.4
 HB1646'MILES NORTHWEST OF THE BUSINESS DISTRICT OF COELLO. IT IS A
 HB1646'TALL GREY COLORED CONCRETE STRUCTURE AND THE OVERALL HEIGHT IS ABOUT
 HB1646'210 FEET. IT IS OWNED AND OPERATED BY THE COELLO CONCRETE
 HB1646'CASTING CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1279 ***********************************************************************
 JB1279  DESIGNATION -  COHN
 JB1279  PID         -  JB1279
 JB1279  STATE/COUNTY-  IL/WASHINGTON
 JB1279  USGS QUAD   -  OKAWVILLE (1981)
 JB1279
 JB1279                         *CURRENT SURVEY CONTROL
 JB1279  ___________________________________________________________________
 JB1279* NAD 83(1997)-  38 27 46.53702(N)    089 34 45.02141(W)     ADJUSTED  
 JB1279* NAVD 88     -       124.667  (meters)     409.01   (feet)  ADJUSTED  
 JB1279  ___________________________________________________________________
 JB1279  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 JB1279  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 JB1279  DYNAMIC HT  -         124.589 (meters)     408.76  (feet)  COMP
 JB1279  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 JB1279
 JB1279  HORZ ORDER  -  SECOND
 JB1279  VERT ORDER  -  SECOND    CLASS 0
 JB1279
 JB1279.The horizontal coordinates were established by classical geodetic methods
 JB1279.and adjusted by the National Geodetic Survey in October 1999..
 JB1279
 JB1279.The orthometric height was determined by differential leveling
 JB1279.and adjusted by the National Geodetic Survey in June 1991..
 JB1279
 JB1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1279
 JB1279.The geoid height was determined by GEOID03.
 JB1279
 JB1279.The dynamic height is computed by dividing the NAVD 88
 JB1279.geopotential number by the normal gravity value computed on the
 JB1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1279.degrees latitude (g = 980.6199 gals.).
 JB1279
 JB1279.The modeled gravity was interpolated from observed gravity values.
 JB1279
 JB1279;                    North         East     Units Scale Factor Converg.
 JB1279;SPC IL W     -   199,515.623   751,272.178   MT  0.99997354   +0 21 55.6
 JB1279;SPC IL W     -   654,577.51  2,464,798.80   sFT  0.99997354   +0 21 55.6
 JB1279;UTM  16      - 4,260,331.354   274,969.040   MT  1.00022366   -1 36 17.8
 JB1279
 JB1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1279!SPC IL W     -   0.99998520  x   0.99997354  =   0.99995874
 JB1279!UTM  16      -   0.99998520  x   1.00022366  =   1.00020886
 JB1279
 JB1279|---------------------------------------------------------------------|
 JB1279| PID    Reference Object                     Distance      Geod. Az  |
 JB1279|                                                           dddmmss.s |
 JB1279| JB1281 COHN RM 1                            28.217 METERS 09753     |
 JB1279| JB1909 OKAWVILLE ST PETERS EVAN CH         APPROX. 3.8 KM 1395614.8 |
 JB1279| JB1908 OKAWVILLE MUNICIPAL TANK            APPROX. 4.1 KM 1441342.4 |
 JB1279| JB1278 COHN AZ MK                                         2681522.5 |
 JB1279| JB1280 COHN RM 2                            28.494 METERS 34841     |
 JB1279|---------------------------------------------------------------------|
 JB1279
 JB1279                          SUPERSEDED SURVEY CONTROL
 JB1279
 JB1279  NAD 83(1986)-  38 27 46.55265(N)    089 34 45.01899(W) AD(       ) 2
 JB1279  NAD 27      -  38 27 46.37363(N)    089 34 44.69033(W) AD(       ) 2
 JB1279  NGVD 29 (??/??/92)  124.789  (m)          409.41   (f) ADJ UNCH    2 0
 JB1279
 JB1279.Superseded values are not recommended for survey control.
 JB1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1279.See file dsdata.txt to determine how the superseded data were derived.
 JB1279
 JB1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7496960331(NAD 83)
 JB1279_MARKER: DE = TRAVERSE STATION DISK
 JB1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1279_STAMPING: COHN 1961
 JB1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1279+STABILITY: SURFACE MOTION
 JB1279
 JB1279  HISTORY     - Date     Condition        Report By
 JB1279  HISTORY     - 1961     MONUMENTED       CGS
 JB1279  HISTORY     - 1961     GOOD             CGS
 JB1279
 JB1279                          STATION DESCRIPTION
 JB1279
 JB1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1279'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF OKAWVILLE, ABOUT 2
 JB1279'MILES NORTH OF STATE
 JB1279'HIGHWAY 15 AND 1 MILE SOUTH OF THE KASKASKIA RIVER.
 JB1279'
 JB1279'TO REACH FROM THE POST OFFICE IN OKAWVILLE, GO NORTH ON NASHVILLE
 JB1279'STREET FOR 0.2 MILE TO
 JB1279'STATE HIGHWAY 177, (HIGH STREET) TURN RIGHT AND GO EAST
 JB1279'FOR 0.2 MILE TO A SIDE ROAD
 JB1279'LEFT, TURN LEFT AND GO NORTH FOR 1.85
 JB1279'MILES TO WHERE MAIN ROAD TURNS LEFT, TURN LEFT
 JB1279'AND GO WEST FOR 1.3
 JB1279'MILES TO A CROSSROAD, CONTINUE WEST FOR 0.5 MILE TO STATION ON RIGHT.
 JB1279'
 JB1279'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JB1279'CONCRETE POST WHICH IS SET
 JB1279'14 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 JB1279'STAMPED COHN 1961.  THE MARK IS 33
 JB1279'FEET NORTH OF CENTER OF ROAD, 32.5
 JB1279'FEET EAST OF CENTER OF FIELD ROAD, 17.6 FEET EAST OF
 JB1279'FENCE LINE, 14.8
 JB1279'FEET NORTH-NORTHWEST OF WITNESS POST AND 13.6 FEET NORTH OF FENCE
 JB1279'LINE.
 JB1279'
 JB1279'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 JB1279'INCH SQUARE CONCRET POST
 JB1279'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 JB1279'STAMPED COHN NO 1 1961.  THE
 JB1279'MARK IS 107 FEET EAST OF FENCE CORNER,
 JB1279'88.5 FEET EAST OF WITNESS POST, 20 FEET NORTH
 JB1279'OF CENTER OF ROAD AND 1
 JB1279'FOOT NORTH OF FENCE LINE.
 JB1279'
 JB1279'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 JB1279'INCH SQUARE CONCRETE POST
 JB1279'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 JB1279'AND IS STAMPED COHN NO 2 1961.
 JB1279'THE MARK IS 108.6 FEET
 JB1279'NORTH-NORTHWEST OF WITNESS POST, 14.5 FEET EAST OF
 JB1279'FIELD ROAD AND 1.5
 JB1279'FEET EAST OF FENCE LINE.
 JB1279'
 JB1279'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN THE TOP
 JB1279'OF THE SOUTHEAST WING OF
 JB1279'A BOX CULVERT AND IS STAMPED COHN 1961.  THE MARK
 JB1279'IS 30.4 FEET EAST OF CENTER OF ROAD
 JB1279'AND 13.6 FEET SOUTH OF CENTER OF ROAD.
 JB1279'
 JB1279'TO REACH AZIMUTH MARK FROM STATION GO WEST FOR 0.4 MILE TO A BOX
 JB1279'CULVERT AND MARK ON LEFT.
 JB1279'
 JB1279'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 JB1279
 JB1279                          STATION RECOVERY (1961)
 JB1279
 JB1279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1279'4 MI NW FROM OKAWVILLE.
 JB1279'ABOUT 0.10 MILE NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1279'IN OKAWVILLE, THENCE 0.2 MILE EAST ALONG STATE HIGHWAY 177, THENCE
 JB1279'1.85 MILE NORTH ALONG AN ASPHALT PAVED ROAD, THENCE 1.8 MILES
 JB1279'WEST ALONG AN OILED ROAD, AT A FIELD ENTRANCE NORTH OF THE ROAD,
 JB1279'32.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34 FEET EAST
 JB1279'OF THE CENTER LINE OF THE FIELD ENTRANCE, 17 FEET NORTH OF A
 JB1279'6 INCH TRIANGLE BLAZED TREE, 15.0 FEET NORTH-NORTHWEST OF A METAL
 JB1279'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 JB1279'A CONCRETE POST 15 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1278 ***********************************************************************
 JB1278  DESIGNATION -  COHN AZ MK
 JB1278  PID         -  JB1278
 JB1278  STATE/COUNTY-  IL/WASHINGTON
 JB1278  USGS QUAD   -  OKAWVILLE (1981)
 JB1278
 JB1278                         *CURRENT SURVEY CONTROL
 JB1278  ___________________________________________________________________
 JB1278* NAD 83(1986)-  38 27 45.     (N)    089 35 09.     (W)     SCALED    
 JB1278* NAVD 88     -       124.477  (meters)     408.39   (feet)  ADJUSTED  
 JB1278  ___________________________________________________________________
 JB1278  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 JB1278  DYNAMIC HT  -         124.399 (meters)     408.13  (feet)  COMP
 JB1278  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 JB1278
 JB1278  VERT ORDER  -  SECOND    CLASS 0
 JB1278
 JB1278.The horizontal coordinates were scaled from a topographic map and have
 JB1278.an estimated accuracy of +/- 6 seconds.
 JB1278
 JB1278.The orthometric height was determined by differential leveling
 JB1278.and adjusted by the National Geodetic Survey in June 1991..
 JB1278
 JB1278.The geoid height was determined by GEOID03.
 JB1278
 JB1278.The dynamic height is computed by dividing the NAVD 88
 JB1278.geopotential number by the normal gravity value computed on the
 JB1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1278.degrees latitude (g = 980.6199 gals.).
 JB1278
 JB1278.The modeled gravity was interpolated from observed gravity values.
 JB1278
 JB1278;                    North         East    Units  Estimated Accuracy
 JB1278;SPC IL W     -   199,470.      750,690.      MT  (+/- 180 meters Scaled)
 JB1278
 JB1278                          SUPERSEDED SURVEY CONTROL
 JB1278
 JB1278  NGVD 29 (??/??/92)  124.598  (m)          408.79   (f) ADJ UNCH    2 0
 JB1278
 JB1278.Superseded values are not recommended for survey control.
 JB1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1278.See file dsdata.txt to determine how the superseded data were derived.
 JB1278
 JB1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH743603(NAD 83)
 JB1278_MARKER: DZ = AZIMUTH MARK DISK
 JB1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1278_SP_SET: BRIDGE
 JB1278_STAMPING: COHN 1961
 JB1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1278
 JB1278  HISTORY     - Date     Condition        Report By
 JB1278  HISTORY     - 1961     MONUMENTED       CGS
 JB1278
 JB1278                          STATION DESCRIPTION
 JB1278
 JB1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1278'4.4 MI NW FROM OKAWVILLE.
 JB1278'ABOUT 0.10 MILE NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1278'IN OKAWVILLE, THENCE 0.2 MILE EAST ALONG STATE HIGHWAY 177,
 JB1278'THENCE 1.85 MILES NORTH ALONG AN ASPHALT PAVED ROAD, THENCE 2.2
 JB1278'MILES WEST ALONG AN OILED ROAD, AT THE JUNCTION OF AN OILED ROAD
 JB1278'SOUTH AND A DIRT ROAD NORTH, SET IN TOP OF THE SOUTHEAST END
 JB1278'OF THE WINGWALL AT THE SOUTHEAST CORNER OF A 10 FOOT CONCRETE
 JB1278'BRIDGE UNDER THE EAST-WEST OILED ROAD, 12 FEET SOUTH OF THE
 JB1278'CENTER LINE OF THE ROAD, 30 FEET EAST OF THE CENTER LINE OF THE
 JB1278'ROAD, 32 FEET SOUTHEAST OF THE CENTER OF THE JUNCITON, AND ABOUT
 JB1278'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1281 ***********************************************************************
 JB1281  DESIGNATION -  COHN RM 1
 JB1281  PID         -  JB1281
 JB1281  STATE/COUNTY-  IL/WASHINGTON
 JB1281  USGS QUAD   -  OKAWVILLE (1981)
 JB1281
 JB1281                         *CURRENT SURVEY CONTROL
 JB1281  ___________________________________________________________________
 JB1281* NAD 83(1986)-  38 27 46.     (N)    089 34 44.     (W)     SCALED    
 JB1281* NAVD 88     -       124.981  (meters)     410.04   (feet)  ADJUSTED  
 JB1281  ___________________________________________________________________
 JB1281  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 JB1281  DYNAMIC HT  -         124.903 (meters)     409.79  (feet)  COMP
 JB1281  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 JB1281
 JB1281  VERT ORDER  -  SECOND    CLASS 0
 JB1281
 JB1281.The horizontal coordinates were scaled from a topographic map and have
 JB1281.an estimated accuracy of +/- 6 seconds.
 JB1281
 JB1281.The orthometric height was determined by differential leveling
 JB1281.and adjusted by the National Geodetic Survey in June 1991..
 JB1281
 JB1281.The geoid height was determined by GEOID03.
 JB1281
 JB1281.The dynamic height is computed by dividing the NAVD 88
 JB1281.geopotential number by the normal gravity value computed on the
 JB1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1281.degrees latitude (g = 980.6199 gals.).
 JB1281
 JB1281.The modeled gravity was interpolated from observed gravity values.
 JB1281
 JB1281;                    North         East    Units  Estimated Accuracy
 JB1281;SPC IL W     -   199,500.      751,300.      MT  (+/- 180 meters Scaled)
 JB1281
 JB1281                          SUPERSEDED SURVEY CONTROL
 JB1281
 JB1281  NGVD 29 (??/??/92)  125.103  (m)          410.44   (f) ADJ UNCH    2 0
 JB1281
 JB1281.Superseded values are not recommended for survey control.
 JB1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1281.See file dsdata.txt to determine how the superseded data were derived.
 JB1281
 JB1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH749603(NAD 83)
 JB1281_MARKER: DR = REFERENCE MARK DISK
 JB1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1281_STAMPING: COHN NO 1 1961
 JB1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1281+STABILITY: SURFACE MOTION
 JB1281
 JB1281  HISTORY     - Date     Condition        Report By
 JB1281  HISTORY     - 1961     MONUMENTED       CGS
 JB1281
 JB1281                          STATION DESCRIPTION
 JB1281
 JB1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1281'4 MI NW FROM OKAWVILLE.
 JB1281'ABOUT 0.10 MILE NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1281'IN OKAWVILLE, THENCE 0.2 MILE EAST ALONG STATE HIGHWAY 177, THENCE
 JB1281'1.85 MILES NORTH ALONG AN ASPHALT PAVED ROAD, THENCE 1.8 MILES
 JB1281'WEST ALONG AN OILED ROAD, AT A FIELD ENTRANCE NORTH OF THE ROAD,
 JB1281'17.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 124 FEET EAST OF
 JB1281'THE CENTER OF THE FIELD ENTRANCE, 92 FEET EAST OF A 6 INCH
 JB1281'TRIANGLE BLAZED TREE, 92.0 FEET EAST-SOUTHEAST OF TRAVERSE
 JB1281'STATION COHN, 89.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 JB1281'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB1281'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1280 ***********************************************************************
 JB1280  DESIGNATION -  COHN RM 2
 JB1280  PID         -  JB1280
 JB1280  STATE/COUNTY-  IL/WASHINGTON
 JB1280  USGS QUAD   -  OKAWVILLE (1981)
 JB1280
 JB1280                         *CURRENT SURVEY CONTROL
 JB1280  ___________________________________________________________________
 JB1280* NAD 83(1986)-  38 27 46.     (N)    089 34 44.     (W)     SCALED    
 JB1280* NAVD 88     -       125.012  (meters)     410.14   (feet)  ADJUSTED  
 JB1280  ___________________________________________________________________
 JB1280  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 JB1280  DYNAMIC HT  -         124.934 (meters)     409.89  (feet)  COMP
 JB1280  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 JB1280
 JB1280  VERT ORDER  -  SECOND    CLASS 0
 JB1280
 JB1280.The horizontal coordinates were scaled from a topographic map and have
 JB1280.an estimated accuracy of +/- 6 seconds.
 JB1280
 JB1280.The orthometric height was determined by differential leveling
 JB1280.and adjusted by the National Geodetic Survey in June 1991..
 JB1280
 JB1280.The geoid height was determined by GEOID03.
 JB1280
 JB1280.The dynamic height is computed by dividing the NAVD 88
 JB1280.geopotential number by the normal gravity value computed on the
 JB1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1280.degrees latitude (g = 980.6199 gals.).
 JB1280
 JB1280.The modeled gravity was interpolated from observed gravity values.
 JB1280
 JB1280;                    North         East    Units  Estimated Accuracy
 JB1280;SPC IL W     -   199,500.      751,300.      MT  (+/- 180 meters Scaled)
 JB1280
 JB1280                          SUPERSEDED SURVEY CONTROL
 JB1280
 JB1280  NGVD 29 (??/??/92)  125.134  (m)          410.54   (f) ADJ UNCH    2 0
 JB1280
 JB1280.Superseded values are not recommended for survey control.
 JB1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1280.See file dsdata.txt to determine how the superseded data were derived.
 JB1280
 JB1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH749603(NAD 83)
 JB1280_MARKER: DR = REFERENCE MARK DISK
 JB1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1280_STAMPING: COHN NO 2 1961
 JB1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1280+STABILITY: SURFACE MOTION
 JB1280
 JB1280  HISTORY     - Date     Condition        Report By
 JB1280  HISTORY     - 1961     MONUMENTED       CGS
 JB1280
 JB1280                          STATION DESCRIPTION
 JB1280
 JB1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1280'4 MI NW FROM OKAWVILLE.
 JB1280'ABOUT 0.10 MILE NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1280'IN OKAWVILLE, THENCE 0.2 MILE EAST ALONG STATE HIGHWAY 177,
 JB1280'THENCE 1.85 MILES NORTH ALONG AN ASPHALT PAVED ROAD, THENCE 1.8
 JB1280'MILE WEST ALONG AN OILED ROAD, AT A FIELD ENTRANCE NORTH OF THE
 JB1280'ROAD, 123 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET
 JB1280'EAST OF THE CENTER LINE OF A FIELD ROAD, 110 FEET NORTH-NORTHWEST
 JB1280'OF A 6 INCH TRIANGLE BLAZED TREE, 93.5 FEET NORTH-NORTHWEST OF
 JB1280'TRAVERSE STATION COHN, 108.5 FEET NORTHWEST OF A METAL WITNESS
 JB1280'POST, ABOUT LEVEL WITH THE FIELD ROAD, AND SET IN THE TOP OF A
 JB1280'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8941 ***********************************************************************
 DE8941  DESIGNATION -  COL 01A
 DE8941  PID         -  DE8941
 DE8941  STATE/COUNTY-  IL/COLES
 DE8941  USGS QUAD   -  CHARLESTON SOUTH (1984)
 DE8941
 DE8941                         *CURRENT SURVEY CONTROL
 DE8941  ___________________________________________________________________
 DE8941* NAD 83(1997)-  39 23 28.06579(N)    088 08 05.87732(W)     ADJUSTED  
 DE8941* NAVD 88     -       206.8    (meters)     678.     (feet)  GPS OBS   
 DE8941  ___________________________________________________________________
 DE8941  X           -     160,643.958 (meters)                     COMP
 DE8941  Y           -  -4,933,405.695 (meters)                     COMP
 DE8941  Z           -   4,026,080.274 (meters)                     COMP
 DE8941  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DE8941  ELLIP HEIGHT-         174.71  (meters)          (12/06/04) GPS OBS
 DE8941  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE8941
 DE8941  HORZ ORDER  -  FIRST
 DE8941  ELLP ORDER  -  FOURTH    CLASS I
 DE8941
 DE8941.The horizontal coordinates were established by GPS observations
 DE8941.and adjusted by the National Geodetic Survey in December 2002..
 DE8941
 DE8941.The orthometric height was determined by GPS observations and a
 DE8941.high-resolution geoid model.
 DE8941
 DE8941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8941
 DE8941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8941
 DE8941.The ellipsoidal height was determined by GPS observations
 DE8941.and is referenced to NAD 83.
 DE8941
 DE8941.The geoid height was determined by GEOID03.
 DE8941
 DE8941;                    North         East     Units Scale Factor Converg.
 DE8941;SPC IL E     -   302,418.608   317,088.427   MT  0.99997859   +0 07 33.2
 DE8941;SPC IL E     -   992,185.05  1,040,314.28   sFT  0.99997859   +0 07 33.2
 DE8941;UTM  16      - 4,360,796.457   402,263.428   MT  0.99971761   -0 43 13.1
 DE8941
 DE8941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8941!SPC IL E     -   0.99997259  x   0.99997859  =   0.99995118
 DE8941!UTM  16      -   0.99997259  x   0.99971761  =   0.99969021
 DE8941
 DE8941                          SUPERSEDED SURVEY CONTROL
 DE8941
 DE8941  ELLIP H (12/18/02)  174.72   (m)                       GP(       ) 4 2
 DE8941
 DE8941.Superseded values are not recommended for survey control.
 DE8941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8941.See file dsdata.txt to determine how the superseded data were derived.
 DE8941
 DE8941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0226360796(NAD 83)
 DE8941_MARKER: I = METAL ROD
 DE8941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8941_STAMPING: COL-01A
 DE8941_MARK LOGO: ILDT  
 DE8941_PROJECTION: FLUSH
 DE8941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8941+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 DE8941_ROD/PIPE-DEPTH:  3.7 meters
 DE8941_SLEEVE-DEPTH  :  1.1 meters
 DE8941
 DE8941  HISTORY     - Date     Condition        Report By
 DE8941  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8941  HISTORY     - 20040521 GOOD             DAILY
 DE8941
 DE8941                          STATION DESCRIPTION
 DE8941
 DE8941'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8941'THE STATION IS LOCATED ABOUT 7.2 MI (11.8  KM ) SOUTHEAST  OF
 DE8941'CHARLESTON ,  ABOUT 5.9 MI ( 9.6 KM ) EAST OF JANESVILLE, ABOUT 10.0
 DE8941'MI (
 DE8941'16.4 KM ) NORTH OF GREENUP.  TO REACH FROM THE JUNCTION AT THE
 DE8941'STATE ROUTE 16   AND  STATE ROUTE 130  ON THE EAST SIDE OF
 DE8941'CHARLESTON, GO SOUTH ON STATE ROUTE 130 ABOUT 7.5  MI ( 12.3 KM ) TO
 DE8941'THE CROSSROAD 100 N COUNTY ROAD.  THE STATION IS ON THE RIGHT ON
 DE8941'THE NORTH WEST CORNER AT THE CROSSROAD ( NEAR THE SOUTHEAST
 DE8941'CORNER OF  HURRICANE CEMETERY ).   IT IS  27.5  FT WEST  OF THE CENTER
 DE8941'OF THE  STATE ROUTE 130,  37.5  FT NORTH OF THE 100 N COUNTY ROAD,
 DE8941'20.0 FT SOUTHEAST OF THE  ADAMS  GRAVESTONE, 13.O FT NORTHWEST
 DE8941'OF THE SIGN POLE ( HURRICANE CEMETERY ), 2.0 FT EAST OF THE
 DE8941'FIBERGLASS WITNESS  POST . NOTE-- ACCESS TO THE  STATION  POINT IS
 DE8941'THROUGH  A  6 - INCH  ACCESS COVER.
 DE8941' 
 DE8941' 
 DE8941' 
 DE8941' 
 DE8941'
 DE8941
 DE8941                          STATION RECOVERY (2004)
 DE8941
 DE8941'RECOVERY NOTE BY DAILY AND ASSOCIATES, ENGINEERS INC 2004 (DWS)
 DE8941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8928 ***********************************************************************
 DE8928  DESIGNATION -  COL 01B
 DE8928  PID         -  DE8928
 DE8928  STATE/COUNTY-  IL/COLES
 DE8928  USGS QUAD   -  CHARLESTON SOUTH (1984)
 DE8928
 DE8928                         *CURRENT SURVEY CONTROL
 DE8928  ___________________________________________________________________
 DE8928* NAD 83(1997)-  39 23 11.32201(N)    088 08 05.59595(W)     ADJUSTED  
 DE8928* NAVD 88     -       199.3    (meters)     654.     (feet)  GPS OBS   
 DE8928  ___________________________________________________________________
 DE8928  X           -     160,661.165 (meters)                     COMP
 DE8928  Y           -  -4,933,727.206 (meters)                     COMP
 DE8928  Z           -   4,025,676.427 (meters)                     COMP
 DE8928  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DE8928  ELLIP HEIGHT-         167.22  (meters)          (12/06/04) GPS OBS
 DE8928  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE8928
 DE8928  HORZ ORDER  -  FIRST
 DE8928  ELLP ORDER  -  FOURTH    CLASS I
 DE8928
 DE8928.The horizontal coordinates were established by GPS observations
 DE8928.and adjusted by the National Geodetic Survey in December 2002..
 DE8928
 DE8928.The orthometric height was determined by GPS observations and a
 DE8928.high-resolution geoid model.
 DE8928
 DE8928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8928
 DE8928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8928
 DE8928.The ellipsoidal height was determined by GPS observations
 DE8928.and is referenced to NAD 83.
 DE8928
 DE8928.The geoid height was determined by GEOID03.
 DE8928
 DE8928;                    North         East     Units Scale Factor Converg.
 DE8928;SPC IL E     -   301,902.262   317,096.295   MT  0.99997860   +0 07 33.3
 DE8928;SPC IL E     -   990,491.00  1,040,340.09   sFT  0.99997860   +0 07 33.3
 DE8928;UTM  16      - 4,360,280.185   402,263.670   MT  0.99971761   -0 43 12.7
 DE8928
 DE8928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8928!SPC IL E     -   0.99997377  x   0.99997860  =   0.99995237
 DE8928!UTM  16      -   0.99997377  x   0.99971761  =   0.99969138
 DE8928
 DE8928                          SUPERSEDED SURVEY CONTROL
 DE8928
 DE8928  ELLIP H (12/18/02)  167.23   (m)                       GP(       ) 4 2
 DE8928
 DE8928.Superseded values are not recommended for survey control.
 DE8928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8928.See file dsdata.txt to determine how the superseded data were derived.
 DE8928
 DE8928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0226460280(NAD 83)
 DE8928_MARKER: I = METAL ROD
 DE8928_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8928_STAMPING: COL-01B
 DE8928_MARK LOGO: ILDT  
 DE8928_PROJECTION: FLUSH
 DE8928_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8928+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 DE8928_ROD/PIPE-DEPTH:  3.7 meters
 DE8928_SLEEVE-DEPTH  :  1.1 meters
 DE8928
 DE8928  HISTORY     - Date     Condition        Report By
 DE8928  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8928  HISTORY     - 20040521 GOOD             DAILY
 DE8928
 DE8928                          STATION DESCRIPTION
 DE8928
 DE8928'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8928'THE STATION IS LOCATED ABOUT 7.5 MI (12.3  KM ) SOUTHEAST  OF
 DE8928'CHARLESTON ,  ABOUT 5.9 MI ( 9.6 KM ) EAST OF JANESVILLE, ABOUT 9.7 MI
 DE8928'(
 DE8928'15.9 KM ) NORTH OF GREENUP.  TO REACH FROM THE JUNCTION AT THE
 DE8928'STATE ROUTE 16   AND  STATE ROUTE 130  ON THE EAST SIDE OF
 DE8928'CHARLESTON, GO SOUTH ON STATE ROUTE 130 ABOUT 7.5  MI ( 12.3 KM ) TO
 DE8928'THE CROSSROAD 100 N COUNTY ROAD. CONTINUE SOUTH ON STATE ROUTE
 DE8928'130  ABOUT 0.3 MI ( 0.5 KM )  THE STATION IS ON THE LEFT .  IT IS
 DE8928'22.5  FT
 DE8928'EAST   OF THE CENTER OF THE  STATE ROUTE 130,  31.0 FT NORTHWEST OF
 DE8928'THE UTILITY  POLE, 2.0  FT WEST OF THE FIBERGLASS WITNESS  POST.
 DE8928'NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS
 DE8928'COVER.
 DE8928' 
 DE8928' 
 DE8928'
 DE8928
 DE8928                          STATION RECOVERY (2004)
 DE8928
 DE8928'RECOVERY NOTE BY DAILY AND ASSOCIATES, ENGINEERS INC 2004 (DWS)
 DE8928'FIBERGLASS MARKING POST HAS BEEN DESTROYED, MARK IS IN GOOD CONDITION,
 DE8928'ALL OTHER MARKERS ARE STILL VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8942 ***********************************************************************
 DE8942  DESIGNATION -  COL 02A
 DE8942  PID         -  DE8942
 DE8942  STATE/COUNTY-  IL/COLES
 DE8942  USGS QUAD   -  HUMBOLDT (1983)
 DE8942
 DE8942                         *CURRENT SURVEY CONTROL
 DE8942  ___________________________________________________________________
 DE8942* NAD 83(1997)-  39 36 03.85257(N)    088 19 28.56688(W)     ADJUSTED  
 DE8942* NAVD 88     -       198.5    (meters)     651.     (feet)  GPS OBS   
 DE8942  ___________________________________________________________________
 DE8942  X           -     143,881.022 (meters)                     COMP
 DE8942  Y           -  -4,919,084.972 (meters)                     COMP
 DE8942  Z           -   4,044,061.991 (meters)                     COMP
 DE8942  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DE8942  ELLIP HEIGHT-         166.37  (meters)          (12/06/04) GPS OBS
 DE8942  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DE8942
 DE8942  HORZ ORDER  -  FIRST
 DE8942  ELLP ORDER  -  FOURTH    CLASS I
 DE8942
 DE8942.The horizontal coordinates were established by GPS observations
 DE8942.and adjusted by the National Geodetic Survey in December 2002..
 DE8942
 DE8942.The orthometric height was determined by GPS observations and a
 DE8942.high-resolution geoid model.
 DE8942
 DE8942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8942
 DE8942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8942
 DE8942.The ellipsoidal height was determined by GPS observations
 DE8942.and is referenced to NAD 83.
 DE8942
 DE8942.The geoid height was determined by GEOID03.
 DE8942
 DE8942;                    North         East     Units Scale Factor Converg.
 DE8942;SPC IL E     -   325,707.956   300,749.912   MT  0.99997501   +0 00 20.0
 DE8942;SPC IL E     - 1,068,593.52    986,710.34   sFT  0.99997501   +0 00 20.0
 DE8942;UTM  16      - 4,384,319.483   386,275.237   MT  0.99975923   -0 50 40.0
 DE8942
 DE8942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8942!SPC IL E     -   0.99997390  x   0.99997501  =   0.99994891
 DE8942!UTM  16      -   0.99997390  x   0.99975923  =   0.99973314
 DE8942
 DE8942                          SUPERSEDED SURVEY CONTROL
 DE8942
 DE8942  ELLIP H (12/18/02)  166.36   (m)                       GP(       ) 4 2
 DE8942
 DE8942.Superseded values are not recommended for survey control.
 DE8942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8942.See file dsdata.txt to determine how the superseded data were derived.
 DE8942
 DE8942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8627584319(NAD 83)
 DE8942_MARKER: I = METAL ROD
 DE8942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8942_STAMPING: COL-02A
 DE8942_MARK LOGO: ILDT  
 DE8942_PROJECTION: FLUSH
 DE8942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8942+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8942_ROD/PIPE-DEPTH:  3.7 meters
 DE8942_SLEEVE-DEPTH  :  1.1 meters
 DE8942
 DE8942  HISTORY     - Date     Condition        Report By
 DE8942  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8942
 DE8942                          STATION DESCRIPTION
 DE8942
 DE8942'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8942'THE STATION IS LOCATED ABOUT 7.5 MI (12.3  KM ) NORTH  OF MATTOON ,
 DE8942'ABOUT 5.6 MI ( 9.1 KM ) SOUTH OF ARCOLA  ON THE SOUTHWEST CORNER AT
 DE8942'HUMBOLDT.  TO REACH FROM THE JUNCTION AT THE STATE ROUTE 133
 DE8942'AND  U.S. ROUTE 45  AT ARCOLA, GO SOUTH ON U.S. ROUTE 45  ABOUT 5.6
 DE8942'MI
 DE8942'(9.1 KM ) TO THE CROSS ROAD  ROUTE 16 ( 1550 N COUNTY  ROAD ) , THE
 DE8942'STATION IS ON THE RIGHT ON THE NORTH WEST CORNER AT THE CROSS
 DE8942'ROAD.  IT IS  62.4  FT WEST  OF THE CENTER OF THE  U.S. ROUTE 45 ,
 DE8942'39.0  FT
 DE8942'NORTH OF THE  ROUTE 16 ( 1550 N COUNTY ROAD ), 25.0 FT SOUTHEAST OF
 DE8942'THE METAL CABLE BOX , 9.5  FT NORTHWEST OF THE METAL CULVERT AT
 DE8942'THE NORTH WEST CORNER, 2.0 FT EAST OF THE FIBERGLASS WITNESS
 DE8942'POST  .  NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH
 DE8942'ACCESS COVER.
 DE8942' 
 DE8942' 
 DE8942' 
 DE8942'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8943 ***********************************************************************
 DE8943  DESIGNATION -  COL 02B
 DE8943  PID         -  DE8943
 DE8943  STATE/COUNTY-  IL/COLES
 DE8943  USGS QUAD   -  HUMBOLDT (1983)
 DE8943
 DE8943                         *CURRENT SURVEY CONTROL
 DE8943  ___________________________________________________________________
 DE8943* NAD 83(1997)-  39 36 20.12668(N)    088 19 26.80414(W)     ADJUSTED  
 DE8943* NAVD 88     -       200.1    (meters)     656.     (feet)  GPS OBS   
 DE8943  ___________________________________________________________________
 DE8943  X           -     143,913.739 (meters)                     COMP
 DE8943  Y           -  -4,918,765.145 (meters)                     COMP
 DE8943  Z           -   4,044,449.722 (meters)                     COMP
 DE8943  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DE8943  ELLIP HEIGHT-         167.96  (meters)          (12/06/04) GPS OBS
 DE8943  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 DE8943
 DE8943  HORZ ORDER  -  FIRST
 DE8943  ELLP ORDER  -  FOURTH    CLASS I
 DE8943
 DE8943.The horizontal coordinates were established by GPS observations
 DE8943.and adjusted by the National Geodetic Survey in December 2002..
 DE8943
 DE8943.The orthometric height was determined by GPS observations and a
 DE8943.high-resolution geoid model.
 DE8943
 DE8943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8943
 DE8943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8943
 DE8943.The ellipsoidal height was determined by GPS observations
 DE8943.and is referenced to NAD 83.
 DE8943
 DE8943.The geoid height was determined by GEOID03.
 DE8943
 DE8943;                    North         East     Units Scale Factor Converg.
 DE8943;SPC IL E     -   326,209.855   300,791.915   MT  0.99997501   +0 00 21.2
 DE8943;SPC IL E     - 1,070,240.17    986,848.14   sFT  0.99997501   +0 00 21.2
 DE8943;UTM  16      - 4,384,820.595   386,324.671   MT  0.99975909   -0 50 39.2
 DE8943
 DE8943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8943!SPC IL E     -   0.99997365  x   0.99997501  =   0.99994866
 DE8943!UTM  16      -   0.99997365  x   0.99975909  =   0.99973275
 DE8943
 DE8943                          SUPERSEDED SURVEY CONTROL
 DE8943
 DE8943  ELLIP H (12/18/02)  167.96   (m)                       GP(       ) 4 2
 DE8943
 DE8943.Superseded values are not recommended for survey control.
 DE8943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8943.See file dsdata.txt to determine how the superseded data were derived.
 DE8943
 DE8943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8632584821(NAD 83)
 DE8943_MARKER: I = METAL ROD
 DE8943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8943_STAMPING: COL-02B
 DE8943_MARK LOGO: ILDT  
 DE8943_PROJECTION: FLUSH
 DE8943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8943+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8943_ROD/PIPE-DEPTH:  3.7 meters
 DE8943_SLEEVE-DEPTH  :  1.1 meters
 DE8943
 DE8943  HISTORY     - Date     Condition        Report By
 DE8943  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8943
 DE8943                          STATION DESCRIPTION
 DE8943
 DE8943'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8943'THE STATION IS LOCATED ABOUT 7.8 MI (12.8  KM ) NORTH  OF MATTOON ,
 DE8943'ABOUT 5.3 MI ( 8.7 KM ) SOUTH OF ARCOLA  ON THE SOUTHWEST CORNER AT
 DE8943'HUMBOLDT.  TO REACH FROM THE JUNCTION AT THE STATE ROUTE 133
 DE8943'AND  U.S. ROUTE 45  AT ARCOLA, GO SOUTH ON U.S. ROUTE 45  ABOUT 5.3
 DE8943'MI
 DE8943'(8.7 KM )  , THE STATION IS ON THE RIGHT, ABOUT 0.3 MI ( 0.5 KM )
 DE8943'NORTH OF
 DE8943'THE ROUTE 16 ( 1550 N COUNTY ROAD ) .  IT IS  57.7  FT WEST  OF THE
 DE8943'CENTER OF THE  U.S. ROUTE 45 ,  10.0  FT EAST  OF THE  ROUTE 16 ( 1550
 DE8943'N
 DE8943'COUNTY ROAD ), 2.0 FT EAST OF THE FIBERGLASS WITNESS  POST,  NOTE--
 DE8943'ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8943' 
 DE8943' 
 DE8943' 
 DE8943'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8920 ***********************************************************************
 DE8920  DESIGNATION -  COL 03A
 DE8920  PID         -  DE8920
 DE8920  STATE/COUNTY-  IL/COLES
 DE8920  USGS QUAD   -  KANSAS (1982)
 DE8920
 DE8920                         *CURRENT SURVEY CONTROL
 DE8920  ___________________________________________________________________
 DE8920* NAD 83(1997)-  39 32 38.28789(N)    087 58 55.09941(W)     ADJUSTED  
 DE8920* NAVD 88     -       212.0    (meters)     696.     (feet)  GPS OBS   
 DE8920  ___________________________________________________________________
 DE8920  X           -     173,437.089 (meters)                     COMP
 DE8920  Y           -  -4,922,183.437 (meters)                     COMP
 DE8920  Z           -   4,039,183.701 (meters)                     COMP
 DE8920  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DE8920  ELLIP HEIGHT-         179.94  (meters)          (12/06/04) GPS OBS
 DE8920  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE8920
 DE8920  HORZ ORDER  -  FIRST
 DE8920  ELLP ORDER  -  FOURTH    CLASS I
 DE8920
 DE8920.The horizontal coordinates were established by GPS observations
 DE8920.and adjusted by the National Geodetic Survey in December 2002..
 DE8920
 DE8920.The orthometric height was determined by GPS observations and a
 DE8920.high-resolution geoid model.
 DE8920
 DE8920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8920
 DE8920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8920
 DE8920.The ellipsoidal height was determined by GPS observations
 DE8920.and is referenced to NAD 83.
 DE8920
 DE8920.The geoid height was determined by GEOID03.
 DE8920
 DE8920;                    North         East     Units Scale Factor Converg.
 DE8920;SPC IL E     -   319,427.284   330,202.015   MT  0.99998623   +0 13 25.3
 DE8920;SPC IL E     - 1,047,987.68  1,083,337.78   sFT  0.99998623   +0 13 25.3
 DE8920;UTM  16      - 4,377,604.587   415,623.440   MT  0.99968765   -0 37 30.8
 DE8920
 DE8920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8920!SPC IL E     -   0.99997177  x   0.99998623  =   0.99995800
 DE8920!UTM  16      -   0.99997177  x   0.99968765  =   0.99965943
 DE8920
 DE8920                          SUPERSEDED SURVEY CONTROL
 DE8920
 DE8920  ELLIP H (12/18/02)  179.93   (m)                       GP(       ) 4 2
 DE8920
 DE8920.Superseded values are not recommended for survey control.
 DE8920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8920.See file dsdata.txt to determine how the superseded data were derived.
 DE8920
 DE8920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1562377605(NAD 83)
 DE8920_MARKER: I = METAL ROD
 DE8920_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8920_STAMPING: COL-03A
 DE8920_MARK LOGO: ILDT  
 DE8920_PROJECTION: FLUSH
 DE8920_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8920+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8920_ROD/PIPE-DEPTH:  3.7 meters
 DE8920_SLEEVE-DEPTH  :  1.1 meters
 DE8920
 DE8920  HISTORY     - Date     Condition        Report By
 DE8920  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8920
 DE8920                          STATION DESCRIPTION
 DE8920
 DE8920'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8920'THE STATION IS LOCATED ABOUT 2.4 MI (3.9  KM ) NORTHWEST  OF ASHMORE
 DE8920'ABOUT 2.4 MI ( 3.9 KM ) SOUTHWEST  OF KANSAS.  TO REACH FROM THE
 DE8920'JUNCTION OF ROUTE 3 (2400E COUNTY ROAD ) ANB STATE ROUTE 16
 DE8920'AT ASHMORE, GO EAST ON STATE ROUTE 16   ABOUT 2.4  MI (3.9  KM ) TO
 DE8920'THE
 DE8920'CROSS ROAD  STATE ROUTE 49 ( 2700 E COUNTY  ROAD ) , THE STATION IS
 DE8920'ON THE LEFT  ON THE NORTH WEST CORNER AT THE CROSS ROAD.  IT IS
 DE8920'37.5  FT WEST  OF THE CENTER OF THE  STATE  ROUTE 49 ,  44.0  FT NORTH
 DE8920'OF THE  STATE ROUTE 16 ( 1130 N COUNTY ROAD ), 10.3 FT SOUTHWEST  OF
 DE8920'THE SIGN POLE ( 225 WARNING ), 2.0 FT SOUTH OF THE FIBERGLASS WITNESS
 DE8920'POST .  NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH
 DE8920'ACCESS COVER.
 DE8920' 
 DE8920' 
 DE8920' 
 DE8920' 
 DE8920'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8938 ***********************************************************************
 DE8938  DESIGNATION -  COL 03B
 DE8938  PID         -  DE8938
 DE8938  STATE/COUNTY-  IL/COLES
 DE8938  USGS QUAD   -  KANSAS (1982)
 DE8938
 DE8938                         *CURRENT SURVEY CONTROL
 DE8938  ___________________________________________________________________
 DE8938* NAD 83(1997)-  39 32 33.42768(N)    087 59 14.67299(W)     ADJUSTED  
 DE8938* NAVD 88     -       209.5    (meters)     687.     (feet)  GPS OBS   
 DE8938  ___________________________________________________________________
 DE8938  X           -     172,973.281 (meters)                     COMP
 DE8938  Y           -  -4,922,293.359 (meters)                     COMP
 DE8938  Z           -   4,039,066.550 (meters)                     COMP
 DE8938  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DE8938  ELLIP HEIGHT-         177.49  (meters)          (12/06/04) GPS OBS
 DE8938  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DE8938
 DE8938  HORZ ORDER  -  FIRST
 DE8938  ELLP ORDER  -  FOURTH    CLASS I
 DE8938
 DE8938.The horizontal coordinates were established by GPS observations
 DE8938.and adjusted by the National Geodetic Survey in December 2002..
 DE8938
 DE8938.The orthometric height was determined by GPS observations and a
 DE8938.high-resolution geoid model.
 DE8938
 DE8938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8938
 DE8938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8938
 DE8938.The ellipsoidal height was determined by GPS observations
 DE8938.and is referenced to NAD 83.
 DE8938
 DE8938.The geoid height was determined by GEOID03.
 DE8938
 DE8938;                    North         East     Units Scale Factor Converg.
 DE8938;SPC IL E     -   319,275.585   329,735.232   MT  0.99998588   +0 13 12.8
 DE8938;SPC IL E     - 1,047,489.98  1,081,806.34   sFT  0.99998588   +0 13 12.8
 DE8938;UTM  16      - 4,377,459.864   415,154.601   MT  0.99968863   -0 37 43.2
 DE8938
 DE8938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8938!SPC IL E     -   0.99997215  x   0.99998588  =   0.99995804
 DE8938!UTM  16      -   0.99997215  x   0.99968863  =   0.99966079
 DE8938
 DE8938                          SUPERSEDED SURVEY CONTROL
 DE8938
 DE8938  ELLIP H (12/18/02)  177.49   (m)                       GP(       ) 4 2
 DE8938
 DE8938.Superseded values are not recommended for survey control.
 DE8938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8938.See file dsdata.txt to determine how the superseded data were derived.
 DE8938
 DE8938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1515577460(NAD 83)
 DE8938_MARKER: I = METAL ROD
 DE8938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8938_STAMPING: COL-03B
 DE8938_MARK LOGO: ILDT  
 DE8938_PROJECTION: FLUSH
 DE8938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8938+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8938_ROD/PIPE-DEPTH:  3.7 meters
 DE8938_SLEEVE-DEPTH  :  1.1 meters
 DE8938
 DE8938  HISTORY     - Date     Condition        Report By
 DE8938  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8938
 DE8938                          STATION DESCRIPTION
 DE8938
 DE8938'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8938'THE STATION IS LOCATED ABOUT 2.1 MI (3.4  KM ) NORTHEAST  OF ASHMORE
 DE8938',  ABOUT 2.7 MI ( 4.4 KM ) SOUTHWEST  OF KANSAS.  TO REACH FROM THE
 DE8938'JUNCTION OF ROUTE 3 ( 2400E COUNTY ROAD) AND STATE ROUTE 16  AT
 DE8938'ASHMORE, GO EAST ON STATE ROUTE 16 1130 N COUNTY ROAD)  ABOUT 2.1
 DE8938'MI (3.9  KM )  , THE STATION IS ON THE LEFT, ABOUT 0.3 MI ( 0.5 KM )
 DE8938'WEST OF
 DE8938'THE CROSSROAD STATE ROUTE 49 ( 2700 E COUNTY ROAD) .  IT IS  52.0  FT
 DE8938'NORTH  OF THE CENTER OF THE  STATE  ROUTE 16 ( 1130 N COUNTY ROAD ) ,
 DE8938'7.0  FT SOUTH OF THE EDGE OF FIELD, 2.0 FT SOUTH OF THE FIBERGLASS
 DE8938'WITNESS  POST .  NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6
 DE8938'- INCH  ACCESS COVER.
 DE8938' 
 DE8938' 
 DE8938' 
 DE8938'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9038 ***********************************************************************
 DE9038  DESIGNATION -  COL 04C
 DE9038  PID         -  DE9038
 DE9038  STATE/COUNTY-  IL/COLES
 DE9038  USGS QUAD   -  CHARLESTON NORTH (1982)
 DE9038
 DE9038                         *CURRENT SURVEY CONTROL
 DE9038  ___________________________________________________________________
 DE9038* NAD 83(1997)-  39 34 44.91352(N)    088 10 42.66414(W)     ADJUSTED  
 DE9038* NAVD 88     -       204.7    (meters)     672.     (feet)  GPS OBS   
 DE9038  ___________________________________________________________________
 DE9038  X           -     156,471.948 (meters)                     COMP
 DE9038  Y           -  -4,920,257.720 (meters)                     COMP
 DE9038  Z           -   4,042,189.810 (meters)                     COMP
 DE9038  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 DE9038  ELLIP HEIGHT-         172.62  (meters)          (12/06/04) GPS OBS
 DE9038  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE9038
 DE9038  HORZ ORDER  -  FIRST
 DE9038  ELLP ORDER  -  FOURTH    CLASS I
 DE9038
 DE9038.The horizontal coordinates were established by GPS observations
 DE9038.and adjusted by the National Geodetic Survey in December 2002..
 DE9038
 DE9038.The orthometric height was determined by GPS observations and a
 DE9038.high-resolution geoid model.
 DE9038
 DE9038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9038
 DE9038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9038
 DE9038.The ellipsoidal height was determined by GPS observations
 DE9038.and is referenced to NAD 83.
 DE9038
 DE9038.The geoid height was determined by GEOID03.
 DE9038
 DE9038;                    North         East     Units Scale Factor Converg.
 DE9038;SPC IL E     -   323,284.889   313,300.768   MT  0.99997718   +0 05 55.1
 DE9038;SPC IL E     - 1,060,643.84  1,027,887.60   sFT  0.99997718   +0 05 55.1
 DE9038;UTM  16      - 4,381,711.147   398,785.855   MT  0.99972612   -0 45 03.4
 DE9038
 DE9038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9038!SPC IL E     -   0.99997292  x   0.99997718  =   0.99995010
 DE9038!UTM  16      -   0.99997292  x   0.99972612  =   0.99969905
 DE9038
 DE9038                          SUPERSEDED SURVEY CONTROL
 DE9038
 DE9038  ELLIP H (12/18/02)  172.61   (m)                       GP(       ) 4 2
 DE9038
 DE9038.Superseded values are not recommended for survey control.
 DE9038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9038.See file dsdata.txt to determine how the superseded data were derived.
 DE9038
 DE9038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9878681711(NAD 83)
 DE9038_MARKER: I = METAL ROD
 DE9038_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9038_STAMPING: COL-04C
 DE9038_MARK LOGO: ILDT  
 DE9038_PROJECTION: FLUSH
 DE9038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9038+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9038_ROD/PIPE-DEPTH:  3.7 meters
 DE9038_SLEEVE-DEPTH  :  1.1 meters
 DE9038
 DE9038  HISTORY     - Date     Condition        Report By
 DE9038  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9038
 DE9038                          STATION DESCRIPTION
 DE9038
 DE9038'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9038'THE STATION IS LOCATED ABOUT 6.3 MI (10.3 KM ) NORTH  OF CHARLESTON ,
 DE9038'ABOUT 7.9 MI ( 12.9 KM ) SOUTHEAST  OF HUMBOLDT.  TO REACH FROM THE
 DE9038'JUNCTION AT THE STATE ROUTE 16  AND STATE ROUTE 130 ON THE EAST
 DE9038'SIDE OF CHARLESTON,  GO NORTH  ON STATE ROUTE 130  ABOUT 7.3  MI (11.9
 DE9038'KM ) TO THE CROSSROAD  1400 N COUNTY ROAD, TURN LEFT, GO WEST ON
 DE9038'1400  N COUNTY ROAD ABOUT 350 FT,  THE STATION IS ON THE RIGHT.  IT IS
 DE9038'14.0  FT NORTH  OF THE CENTER  OF THE  1400 N COUNTY ROAD, 48.8 FT
 DE9038'WEST OF THE CENTER OF THE DRIVEWAY, 38.5 FT EAST OF THE UTILITY
 DE9038'POLE, 2.0 FT  SOUTH OF THE FIBERGLASS WITNESS  POST.   NOTE-- ACCESS
 DE9038'TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE9038' 
 DE9038' 
 DE9038' 
 DE9038'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8910 ***********************************************************************
 DE8910  DESIGNATION -  COL 04D
 DE8910  PID         -  DE8910
 DE8910  STATE/COUNTY-  IL/COLES
 DE8910  USGS QUAD   -  CHARLESTON NORTH (1982)
 DE8910
 DE8910                         *CURRENT SURVEY CONTROL
 DE8910  ___________________________________________________________________
 DE8910* NAD 83(1997)-  39 34 44.34251(N)    088 10 21.46377(W)     ADJUSTED  
 DE8910* NAVD 88     -       207.9    (meters)     682.     (feet)  GPS OBS   
 DE8910  ___________________________________________________________________
 DE8910  X           -     156,978.099 (meters)                     COMP
 DE8910  Y           -  -4,920,255.291 (meters)                     COMP
 DE8910  Z           -   4,042,178.275 (meters)                     COMP
 DE8910  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DE8910  ELLIP HEIGHT-         175.82  (meters)          (12/06/04) GPS OBS
 DE8910  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE8910
 DE8910  HORZ ORDER  -  FIRST
 DE8910  ELLP ORDER  -  FOURTH    CLASS I
 DE8910
 DE8910.The horizontal coordinates were established by GPS observations
 DE8910.and adjusted by the National Geodetic Survey in December 2002..
 DE8910
 DE8910.The orthometric height was determined by GPS observations and a
 DE8910.high-resolution geoid model.
 DE8910
 DE8910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8910
 DE8910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8910
 DE8910.The ellipsoidal height was determined by GPS observations
 DE8910.and is referenced to NAD 83.
 DE8910
 DE8910.The geoid height was determined by GEOID03.
 DE8910
 DE8910;                    North         East     Units Scale Factor Converg.
 DE8910;SPC IL E     -   323,268.166   313,806.744   MT  0.99997735   +0 06 08.6
 DE8910;SPC IL E     - 1,060,588.97  1,029,547.63   sFT  0.99997735   +0 06 08.6
 DE8910;UTM  16      - 4,381,686.930   399,291.401   MT  0.99972487   -0 44 49.9
 DE8910
 DE8910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8910!SPC IL E     -   0.99997242  x   0.99997735  =   0.99994977
 DE8910!UTM  16      -   0.99997242  x   0.99972487  =   0.99969729
 DE8910
 DE8910|---------------------------------------------------------------------|
 DE8910| PID    Reference Object                     Distance      Geod. Az  |
 DE8910|                                                           dddmmss.s |
 DE8910| KB0038 D 177                                44.555 METERS 18741     |
 DE8910|---------------------------------------------------------------------|
 DE8910
 DE8910                          SUPERSEDED SURVEY CONTROL
 DE8910
 DE8910  ELLIP H (12/18/02)  175.83   (m)                       GP(       ) 4 2
 DE8910
 DE8910.Superseded values are not recommended for survey control.
 DE8910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8910.See file dsdata.txt to determine how the superseded data were derived.
 DE8910
 DE8910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9929181687(NAD 83)
 DE8910_MARKER: I = METAL ROD
 DE8910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8910_STAMPING: COL-04D
 DE8910_MARK LOGO: ILDT  
 DE8910_PROJECTION: FLUSH
 DE8910_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8910+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8910_ROD/PIPE-DEPTH:  3.7 meters
 DE8910_SLEEVE-DEPTH  :  1.1 meters
 DE8910
 DE8910  HISTORY     - Date     Condition        Report By
 DE8910  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8910
 DE8910                          STATION DESCRIPTION
 DE8910
 DE8910'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8910'THE STATION IS LOCATED ABOUT 6.5 MI (10.6 KM ) NORTH  OF CHARLESTON ,
 DE8910'ABOUT 8.2 MI ( 13.4  KM ) SOUTHEAST OF HUMBOLDT .  TO REACH FROM THE
 DE8910'JUNCTION AT THE STATE ROUTE 16  AND STATE ROUTE 130 ON THE EAST
 DE8910'SIDE OF CHARLESTON,  GO NORTH  ON STATE ROUTE 130  ABOUT 7.3  MI (11.9
 DE8910'KM ) TO THE CROSSROAD  1400 N COUNTY ROAD, TURN RIGHT , GO EAST ON
 DE8910'1400 N COUNTY ROAD ABOUT 0.2 MI ( 0.3 KM ) PASS THE RAILROAD TRACK,
 DE8910'THE STATION IS ON THE RIGHT.  IT IS  34.5  FT SOUTH  OF THE CENTER  OF
 DE8910'THE 1400 N  COUNTY ROAD, 57.0 FT EAST OF THE EAST SIDE OF THE
 DE8910'RAILROAD TRACK, 2.0 FT NORTH OF THE FIBERGLASS WITNESS  POST .
 DE8910'NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS
 DE8910'COVER.
 DE8910' 
 DE8910' 
 DE8910' 
 DE8910' 
 DE8910' 
 DE8910'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8947 ***********************************************************************
 DE8947  DESIGNATION -  COL 05C
 DE8947  PID         -  DE8947
 DE8947  STATE/COUNTY-  IL/COLES
 DE8947  USGS QUAD   -  CHARLESTON SOUTH (1984)
 DE8947
 DE8947                         *CURRENT SURVEY CONTROL
 DE8947  ___________________________________________________________________
 DE8947* NAD 83(1997)-  39 28 29.38408(N)    088 12 33.64249(W)     ADJUSTED  
 DE8947* NAVD 88     -       182.1    (meters)     597.     (feet)  GPS OBS   
 DE8947  ___________________________________________________________________
 DE8947  X           -     154,054.425 (meters)                     COMP
 DE8947  Y           -  -4,927,691.293 (meters)                     COMP
 DE8947  Z           -   4,033,242.103 (meters)                     COMP
 DE8947  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DE8947  ELLIP HEIGHT-         150.01  (meters)          (12/06/04) GPS OBS
 DE8947  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DE8947
 DE8947  HORZ ORDER  -  FIRST
 DE8947  ELLP ORDER  -  FOURTH    CLASS I
 DE8947
 DE8947.The horizontal coordinates were established by GPS observations
 DE8947.and adjusted by the National Geodetic Survey in December 2002..
 DE8947
 DE8947.The orthometric height was determined by GPS observations and a
 DE8947.high-resolution geoid model.
 DE8947
 DE8947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8947
 DE8947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8947
 DE8947.The ellipsoidal height was determined by GPS observations
 DE8947.and is referenced to NAD 83.
 DE8947
 DE8947.The geoid height was determined by GEOID03.
 DE8947
 DE8947;                    North         East     Units Scale Factor Converg.
 DE8947;SPC IL E     -   311,699.577   310,668.229   MT  0.99997640   +0 04 43.8
 DE8947;SPC IL E     - 1,022,634.36  1,019,250.68   sFT  0.99997640   +0 04 43.8
 DE8947;UTM  16      - 4,370,168.950   395,982.705   MT  0.99973321   -0 46 08.0
 DE8947
 DE8947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8947!SPC IL E     -   0.99997647  x   0.99997640  =   0.99995287
 DE8947!UTM  16      -   0.99997647  x   0.99973321  =   0.99970968
 DE8947
 DE8947                          SUPERSEDED SURVEY CONTROL
 DE8947
 DE8947  ELLIP H (12/18/02)  150.00   (m)                       GP(       ) 4 2
 DE8947
 DE8947.Superseded values are not recommended for survey control.
 DE8947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8947.See file dsdata.txt to determine how the superseded data were derived.
 DE8947
 DE8947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9598370169(NAD 83)
 DE8947_MARKER: I = METAL ROD
 DE8947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8947_STAMPING: COL-05C
 DE8947_MARK LOGO: ILDT  
 DE8947_PROJECTION: FLUSH
 DE8947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8947+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8947_ROD/PIPE-DEPTH:  3.7 meters
 DE8947_SLEEVE-DEPTH  :  1.1 meters
 DE8947
 DE8947  HISTORY     - Date     Condition        Report By
 DE8947  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8947
 DE8947                          STATION DESCRIPTION
 DE8947
 DE8947'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8947'THE STATION IS LOCATED ABOUT 1.2 MI ( 1.9 KM ) SOUTHWEST  OF
 DE8947'CHARLESTON .  TO REACH FROM THE JUNCTION AT THE STATE ROUTE 16
 DE8947'AND DOUGLAS ST.  ON THE WEST SIDE OF  CHARLESTON,  GO SOUTH ON
 DE8947'DOUGLAS ST.  ( DOUGLAS ST. IS ALSO 680 N COUNTY ROAD ) TO THE
 DE8947'CROSSROAD  W.  HAYES AVE. TURN RIGHT,  GO WEST ON  W.  HAYES AVE.
 DE8947'ABOUT 1.2 MI ( 1.9 KM ) , THE STATION IS ON THE LEFT .  IT IS  17.8 FT
 DE8947'SOUTH
 DE8947'OF THE CENTER  OF THE  W. HAYES AVE. ,  13.0  FT NORTH  OF THE EDGE OF
 DE8947'FIELD, 2.0 FT NORTH OF THE FIBERGLASS WITNESS  POST .   NOTE-- ACCESS
 DE8947'TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8947' 
 DE8947' 
 DE8947' 
 DE8947'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0373 ***********************************************************************
 LD0373  DESIGNATION -  COLCHESTER
 LD0373  PID         -  LD0373
 LD0373  STATE/COUNTY-  IL/MCDONOUGH
 LD0373  USGS QUAD   -  COLCHESTER (1974)
 LD0373
 LD0373                         *CURRENT SURVEY CONTROL
 LD0373  ___________________________________________________________________
 LD0373* NAD 83(1986)-  40 25 28.     (N)    090 47 27.     (W)     SCALED    
 LD0373* NAVD 88     -       212.365  (meters)     696.73   (feet)  ADJUSTED  
 LD0373  ___________________________________________________________________
 LD0373  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LD0373  DYNAMIC HT  -         212.261 (meters)     696.39  (feet)  COMP
 LD0373  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LD0373
 LD0373  VERT ORDER  -  SECOND    CLASS 0
 LD0373
 LD0373.The horizontal coordinates were scaled from a topographic map and have
 LD0373.an estimated accuracy of +/- 6 seconds.
 LD0373
 LD0373.The orthometric height was determined by differential leveling
 LD0373.and adjusted by the National Geodetic Survey in June 1991..
 LD0373
 LD0373.The geoid height was determined by GEOID03.
 LD0373
 LD0373.The dynamic height is computed by dividing the NAVD 88
 LD0373.geopotential number by the normal gravity value computed on the
 LD0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0373.degrees latitude (g = 980.6199 gals.).
 LD0373
 LD0373.The modeled gravity was interpolated from observed gravity values.
 LD0373
 LD0373;                    North         East    Units  Estimated Accuracy
 LD0373;SPC IL W     -   417,300.      647,030.      MT  (+/- 180 meters Scaled)
 LD0373
 LD0373                          SUPERSEDED SURVEY CONTROL
 LD0373
 LD0373  NGVD 29 (??/??/92)  212.437  (m)          696.97   (f) ADJ UNCH    2 0
 LD0373
 LD0373.Superseded values are not recommended for survey control.
 LD0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0373.See file dsdata.txt to determine how the superseded data were derived.
 LD0373
 LD0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE874772(NAD 83)
 LD0373_MARKER: DB = BENCH MARK DISK
 LD0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0373_STAMPING: COLCHESTER 1934
 LD0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0373+STABILITY: SURFACE MOTION
 LD0373
 LD0373  HISTORY     - Date     Condition        Report By
 LD0373  HISTORY     - 1934     MONUMENTED       CGS
 LD0373  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 LD0373
 LD0373                          STATION DESCRIPTION
 LD0373
 LD0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0373'AT COLCHESTER.
 LD0373'AT COLCHESTER, MCDONOUGH  COUNTY, 126 FEET SOUTHEAST OF THE CHICAGO,
 LD0373'BURLINGTON AND QUINCY RAILROAD TRACK, BETWEEN POLES 209+06 AND
 LD0373'209+07, IN A VACANT LOT BETWEEN A FORD GARAGE AND THE PRINCESS
 LD0373'THEATRE, AND JUST INSIDE THE SIDEWALK.  A STANDARD DISK, STAMPED
 LD0373'COLCHESTER 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LD0373'4 INCHES ABOVE GROUND.
 LD0373
 LD0373                          STATION RECOVERY (2004)
 LD0373
 LD0373'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 LD0373'NO THEATRE AND NO GARAGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0374 ***********************************************************************
 LD0374  DESIGNATION -  COLCHESTER RESET
 LD0374  PID         -  LD0374
 LD0374  STATE/COUNTY-  IL/MCDONOUGH
 LD0374  USGS QUAD   -  COLCHESTER (1974)
 LD0374
 LD0374                         *CURRENT SURVEY CONTROL
 LD0374  ___________________________________________________________________
 LD0374* NAD 83(1986)-  40 25 29.     (N)    090 47 27.     (W)     SCALED    
 LD0374* NAVD 88     -       212.25   (meters)     696.4    (feet)  RESET     
 LD0374  ___________________________________________________________________
 LD0374  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LD0374
 LD0374  VERT ORDER  -  THIRD
 LD0374
 LD0374.The horizontal coordinates were scaled from a topographic map and have
 LD0374.an estimated accuracy of +/- 6 seconds.
 LD0374
 LD0374.The orthometric height was computed from unverified reset data.
 LD0374.No vertical observational check was made to the station.
 LD0374
 LD0374.The geoid height was determined by GEOID03.
 LD0374
 LD0374;                    North         East    Units  Estimated Accuracy
 LD0374;SPC IL W     -   417,330.      647,040.      MT  (+/- 180 meters Scaled)
 LD0374
 LD0374                          SUPERSEDED SURVEY CONTROL
 LD0374
 LD0374  NGVD 29 (03/28/06)  212.32   (m)          696.6    (f) RESET       3  
 LD0374
 LD0374.Superseded values are not recommended for survey control.
 LD0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0374.See file dsdata.txt to determine how the superseded data were derived.
 LD0374
 LD0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE874772(NAD 83)
 LD0374_MARKER: X = CHISELED CROSS
 LD0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0374_SP_SET: WATER TOWER
 LD0374_STAMPING: COLCHESTER RESET 1975
 LD0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0374
 LD0374  HISTORY     - Date     Condition        Report By
 LD0374  HISTORY     - 1975     MONUMENTED       LOCENG
 LD0374  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 LD0374
 LD0374                          STATION DESCRIPTION
 LD0374
 LD0374'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LD0374'AT COLCHESTER.
 LD0374'AT COLCHESTER, MCDONOUGH  COUNTY, 139 FEET DUE SOUTH OF THE
 LD0374'NORTHERN RAILROAD SOUTH TRACK, DUE SOUTH OF POLE 209+06, IN THE
 LD0374'CITY OF COLCHESTER LOT, 2 FEET SOUTH OF THE SIDEWALK.  A STANDARD
 LD0374'DISK SET IN THE TOP OF A CONCRETE SEWER PIPE, PROJECTING 2 INCHES
 LD0374'ABOVE THE GROUND.  A STAMPED CROSS IN THE IRON FOOT OF THE NORTHEAST
 LD0374'LEG OF WATER TOWER BEARS SOUTH-SOUTHEAST 41 FT-8 3/8 INCHES.
 LD0374'A STAMPED CROSS IN THE IRON FOOT OF THE NORTHWEST LEG OF THE WATER
 LD0374'TOWER BEARS SOUTH-SOUTHWEST 48 FEET - 4 1/2 INCHES.
 LD0374
 LD0374                          STATION RECOVERY (2004)
 LD0374
 LD0374'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 LD0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1409 ***********************************************************************
 NH1409  DESIGNATION -  COLES 1920 RM 2
 NH1409  PID         -  NH1409
 NH1409  STATE/COUNTY-  IL/WINNEBAGO
 NH1409  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1409
 NH1409                         *CURRENT SURVEY CONTROL
 NH1409  ___________________________________________________________________
 NH1409* NAD 83(1997)-  42 20 22.10476(N)    089 04 30.27432(W)     ADJUSTED  
 NH1409* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 NH1409  ___________________________________________________________________
 NH1409  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 NH1409  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NH1409
 NH1409  HORZ ORDER  -  FIRST
 NH1409
 NH1409.The horizontal coordinates were established by classical geodetic methods
 NH1409.and adjusted by the National Geodetic Survey in October 1999..
 NH1409
 NH1409.The orthometric height was scaled from a topographic map.
 NH1409
 NH1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1409
 NH1409.The geoid height was determined by GEOID03.
 NH1409
 NH1409;                    North         East     Units Scale Factor Converg.
 NH1409;SPC IL W     -   630,365.086   789,952.044   MT  1.00004070   +0 44 06.9
 NH1409;SPC IL W     - 2,068,122.79  2,591,701.00   sFT  1.00004070   +0 44 06.9
 NH1409;SPC IL E     -   630,075.719   238,875.118   MT  1.00002095   -0 29 58.5
 NH1409;SPC IL E     - 2,067,173.42    783,709.45   sFT  1.00002095   -0 29 58.5
 NH1409;UTM  16      - 4,689,554.042   329,060.025   MT  0.99995954   -1 23 52.6
 NH1409
 NH1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1409!SPC IL W     -   0.99996997  x   1.00004070  =   1.00001066
 NH1409!SPC IL E     -   0.99996997  x   1.00002095  =   0.99999092
 NH1409!UTM  16      -   0.99996997  x   0.99995954  =   0.99992951
 NH1409
 NH1409:                Primary Azimuth Mark                     Grid Az
 NH1409:SPC IL W     -  ROCKFORD HARLEM CONSOL SCH CHI           090 21 50.7
 NH1409:SPC IL E     -  ROCKFORD HARLEM CONSOL SCH CHI           091 35 56.1
 NH1409:UTM  16      -  ROCKFORD HARLEM CONSOL SCH CHI           092 29 50.2
 NH1409
 NH1409|---------------------------------------------------------------------|
 NH1409| PID    Reference Object                     Distance      Geod. Az  |
 NH1409|                                                           dddmmss.s |
 NH1409| NH1408 ROCKFORD HARLEM CONSOL SCH CHI      APPROX. 1.9 KM 0910557.6 |
 NH1409| NH1431 ROCKFORD MUN SANATORIUM STACK       APPROX. 6.3 KM 1650729.9 |
 NH1409| NH1455 ROCKFORD HIGHLAND SCH CHIMNEY       APPROX. 8.1 KM 1703554.8 |
 NH1409| NH1442 ROCKFORD BETHESDA CONVENT CH        APPROX. 8.2 KM 1721109.7 |
 NH1409| NH1412 ROCKFORD INGERSOLL MILL CO TK       APPROX. 4.5 KM 1754422.5 |
 NH1409| NH1488 ROCKFORD GREENLEE BROS CO STK       APPROX.10.6 KM 1770801.7 |
 NH1409| NH1458 ROCKFORD A LINCOLN JR HS STK        APPROX. 8.3 KM 1774301.9 |
 NH1409| NH1437 ROCKFORD SCHUMANN PIANO CO TK       APPROX. 4.5 KM 1781819.1 |
 NH1409| NH1436 ROCKFORD ST ANTHONYS HOSP TWR       APPROX. 8.1 KM 1790332.0 |
 NH1409| NH1476 ROCKFORD DROP FORGE CO STACK        APPROX.10.3 KM 1803407.7 |
 NH1409| NH1475 ROCKFORD NATL LOCK CO STACK         APPROX.10.4 KM 1814150.2 |
 NH1409| NH1457 ROCKFORD MASONIC CATH NE SPIRE      APPROX. 8.2 KM 1865413.4 |
 NH1409| NH1406 ROCKFORD MILLER INCUBAT CO TK       APPROX. 4.5 KM 1871235.0 |
 NH1409| NH1441 ROCKFORD FIRST EV L CH NE CUP       APPROX. 8.3 KM 1871852.5 |
 NH1409| NH1432 ROCKFORD FIRST EV L CH SW CUP       APPROX. 8.3 KM 1872235.5 |
 NH1409| NH1486 ROCKFORD G D ROPER CORP TANK        APPROX.10.3 KM 1881833.0 |
 NH1409| NH1456 ROCKFORD NEWS CO CUPOLA             APPROX. 7.9 KM 1895642.4 |
 NH1409| NH1411 ROCKFORD WATER WORKS SHOP STK       APPROX. 7.5 KM 1901527.6 |
 NH1409| NH1444 ROCKFORD C ILL P AND L CO STK       APPROX. 8.4 KM 1903104.8 |
 NH1409| NH1485 ROCKFORD CHAPPELL BROS INC TK       APPROX.11.4 KM 1904845.0 |
 NH1409| NH1416 ROCKFORD BARBER COLEMAN CO TK       APPROX. 9.0 KM 1913123.8 |
 NH1409| NH1434 ROCKFORD R K WELSH SCH STACK        APPROX. 5.0 KM 1921139.9 |
 NH1409| NH1423 ROCKFORD TOWER GARAGE TK            APPROX. 8.2 KM 1923624.2 |
 NH1409| NH1448 ROCKFORD ROOSEVELT SR HS STK        APPROX. 6.4 KM 1934108.0 |
 NH1409| NH1420 ROCKFORD ST MARYS CHURCH TOWER      APPROX. 7.7 KM 1943611.3 |
 NH1409| NH1419 ROCKFORD ST PAULS EVAN LUTH CH      APPROX. 7.0 KM 1954318.3 |
 NH1409| NH1438 ROCKFORD CEN ILL UTIL CO STK        APPROX. 7.8 KM 1983807.0 |
 NH1409| NH1439 ROCKFORD H H LEATHER CO STACK       APPROX. 7.1 KM 1984810.2 |
 NH1409| NH1453 ROCKFORD WATER WORKS STACK          APPROX. 8.1 KM 2001311.3 |
 NH1409| NH1445 ROCKFORD DEAN MILK CO STACK         APPROX. 6.4 KM 2004548.8 |
 NH1409| NH1447 ROCKFORD J CASE TRACTOR CO STK      APPROX. 8.8 KM 2060008.3 |
 NH1409| NH0551 COLES                                17.800 METERS 20951     |
 NH1409| NH1443 ROCKFORD US RAD RNG STA MAST        APPROX. 1.1 KM 2122537.8 |
 NH1409| CI8412 COLES RM                             28.210 METERS 22400     |
 NH1409| NH0867 GENET                               APPROX. 0.7 KM 3475005.4 |
 NH1409|---------------------------------------------------------------------|
 NH1409
 NH1409                          SUPERSEDED SURVEY CONTROL
 NH1409
 NH1409  NAD 83(1997)-  42 20 22.10474(N)    089 04 30.27501(W) AD(       ) 1
 NH1409  NAD 83(1997)-  42 20 22.10169(N)    089 04 30.27559(W) AD(       ) 1
 NH1409  NAD 83(1986)-  42 20 22.09918(N)    089 04 30.27727(W) AD(       ) 1
 NH1409  NAD 27      -  42 20 22.03410(N)    089 04 29.88890(W) AD(       ) 1
 NH1409
 NH1409.Superseded values are not recommended for survey control.
 NH1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1409.See file dsdata.txt to determine how the superseded data were derived.
 NH1409
 NH1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2906089554(NAD 83)
 NH1409_MARKER: DS = TRIANGULATION STATION DISK
 NH1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1409+STABILITY: SURFACE MOTION
 NH1409
 NH1409  HISTORY     - Date     Condition        Report By
 NH1409  HISTORY     - 1935     MONUMENTED       CGS
 NH1409  HISTORY     - 19970606 MARK NOT FOUND   USPSQD
 NH1409
 NH1409                          STATION DESCRIPTION
 NH1409
 NH1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1409'THIS STATION IS ABOUT 5 MILES NORTH OF ROCKFORD, ON THE
 NH1409'RIGHT-OF-WAY OF THE CHICAGO, MILWAUKEE, AND ST. PAUL RAILROAD,
 NH1409'AT THE EAST SIDE OF THE TRACKS.  ABOUT 1/4 MILE WEST OF ROCK
 NH1409'RIVER.  0.15 MILE EAST OF U.S. HIGHWAY 51.  15 FEET WEST OF
 NH1409'EAST RIGHT-OF-WAY FENCE LINE 36 FEET NORTH OF CENTERLINE OF
 NH1409'EAST-WEST LANE.  25.13 FEET EAST OF EAST RAIL.  58.39 FEET
 NH1409'(17.80M.) NORTHEAST OF PRECISE TRAVERSE STATION COLES 1920.
 NH1409'THE MARK PROJECTS 3 INCHES.
 NH1409'
 NH1409'COLES R.M. NO. 2 IS MARKED WITH AND REFERENCE MARK NO. 1 IS
 NH1409'MARKED WITH STANDARD DISCS SET IN CONCRETE.
 NH1409'
 NH1409'THE SURFACE AND UNDERGROUND MARKS AT STATION GENET 1920
 NH1409'(AZIMUTH MARK FOR COLES R.M. NO. 2) AND COLES 1920 ARE STANDARD
 NH1409'DISCS SET IN CONCRETE.
 NH1409'
 NH1409'PRECISE TRAVERSE STATION COLES 1920 IS SOUTHWEST AND ACROSS
 NH1409'TRACKS FROM STATION.  THIS STATION WAS RECOVERED AS ORIGINALLY
 NH1409'DESCRIBED EXCEPT THAT THE DISTANCE TO THE REFERENCE MARK
 NH1409'FAILED TO CHECK BY 0.04 FEET.  THE STATION WAS NOT OCCUPIED BY
 NH1409'OBSERVING PARTY.  STATION AND REFERENCE MARK IN GOOD CONDITION.
 NH1409'STATION MARK IS AT THE WEST SIDE OF TRACKS, 2 YARDS SOUTH OF
 NH1409'GEORGE BROWNS PRIVATE LANE, 270 YARDS EAST OF HIS RESIDENCE.
 NH1409'2.54 METERS (8.33 FEET) WEST OF THE WEST RAIL.  THE REFERENCE
 NH1409'MARK IS ON THE SAME SIDE OF TRACK, 38.67 FEET (11.79 METERS)
 NH1409'DISTANT, S 65 DEG 30 MIN W.  BOTH MARKS ARE
 NH1409'FLUSH WITH THE GROUND.
 NH1409'
 NH1409'PRECISE TRAVERSE STATION GENET 1920 WAS USED AS AN AZIMUTH
 NH1409'MARK.  THE MARK IS 694.69 METERS (2279.16 FEET) NORTH OF
 NH1409'PRECISE TRAVERSE STATION COLES 1920, AT WEST SIDE OF TRACKS.
 NH1409'ON TANGENT LINE EXTENDED FROM EAST RAIL.  54 YARDS NORTH OF
 NH1409'CONCRETE DRIVE ACROSS TRACKS.  40 YARDS EAST OF SAM BLACKS
 NH1409'RESIDENCE.  ABOUT 100 YARDS NORTH OF POINT OF CURVATURE OF
 NH1409'TRACKS.  19 YARDS SOUTH OF FENCE CORNER.  18 FEET
 NH1409'SOUTH-SOUTHEAST OF TELEPHONE POLE.  7.96 METERS (26.12 FEET)
 NH1409'WEST OF WEST RAIL.  MARK IS FLUSH.  REFERENCE MARK FOR THIS
 NH1409'STATION IS AT EAST SIDE OF TRACKS 23.76 METERS (77.95
 NH1409'FEET) DISTANT S 89 DEG 55 MIN E.
 NH1409'REFERENCE MARK IS FLUSH.
 NH1409'
 NH1409'TO REACH THE STATION FROM BRIDGE ACROSS ROCK RIVER ON U.S. 51
 NH1409'IN ROCKTON GO SOUTH ON 51 0.6 MILE TO JUNCTION WITH ILLINOIS
 NH1409'75.  CONTINUE SOUTH ON 51 7.3 MILES TO PRIVATE LANE LEADING
 NH1409'EAST.  THENCE ON LANE 0.15 MILE TO RAILROAD TRACKS AND STATION.
 NH1409'
 NH1409'A 100-FOOT SIGNAL AT HENDERSON IS VISIBLE AT THE GROUND.
 NH1409'
 NH1409'A 100-FOOT SIGNAL AT MILLS IS VISIBLE AT 64 FEET.
 NH1409'
 NH1409'A 100-FOOT SIGNAL AT GREGORY IS VISIBLE AT THE GROUND.
 NH1409'
 NH1409'AN 8-FOOT SIGNAL AT FAUST IS VISIBLE AT 37 FEET.
 NH1409'
 NH1409'A 100-FOOT SIGNAL AT BLACK IS VISIBLE AT 37 FEET.
 NH1409'
 NH1409'A 100-FOOT SIGNAL AT MYERS IS VISIBLE AT 50 FEET.
 NH1409'
 NH1409'A 53-FOOT SIGNAL AT AIRPORT IS VISIBLE AT THE GROUND.
 NH1409'
 NH1409'*THIS MAST IS THE MOST NORTHEASTERN OF GROUP OF FOUR.  POINTED
 NH1409'ON CENTER OF TOP OF MAST.
 NH1409
 NH1409                          STATION RECOVERY (1997)
 NH1409
 NH1409'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1415 ***********************************************************************
 NH1415  DESIGNATION -  COLES 2
 NH1415  PID         -  NH1415
 NH1415  STATE/COUNTY-  IL/WINNEBAGO
 NH1415  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1415
 NH1415                         *CURRENT SURVEY CONTROL
 NH1415  ___________________________________________________________________
 NH1415* NAD 83(1997)-  42 20 22.14548(N)    089 04 29.37090(W)     ADJUSTED  
 NH1415* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 NH1415  ___________________________________________________________________
 NH1415  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 NH1415  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NH1415
 NH1415  HORZ ORDER  -  SECOND
 NH1415
 NH1415.The horizontal coordinates were established by classical geodetic methods
 NH1415.and adjusted by the National Geodetic Survey in October 1999..
 NH1415
 NH1415.The orthometric height was scaled from a topographic map.
 NH1415
 NH1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1415
 NH1415.The geoid height was determined by GEOID03.
 NH1415
 NH1415;                    North         East     Units Scale Factor Converg.
 NH1415;SPC IL W     -   630,366.608   789,972.707   MT  1.00004074   +0 44 07.5
 NH1415;SPC IL W     - 2,068,127.78  2,591,768.79   sFT  1.00004074   +0 44 07.5
 NH1415;SPC IL E     -   630,076.795   238,895.809   MT  1.00002092   -0 29 57.9
 NH1415;SPC IL E     - 2,067,176.95    783,777.33   sFT  1.00002092   -0 29 57.9
 NH1415;UTM  16      - 4,689,554.794   329,080.729   MT  0.99995945   -1 23 52.0
 NH1415
 NH1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1415!SPC IL W     -   0.99996997  x   1.00004074  =   1.00001070
 NH1415!SPC IL E     -   0.99996997  x   1.00002092  =   0.99999089
 NH1415!UTM  16      -   0.99996997  x   0.99995945  =   0.99992942
 NH1415
 NH1415:                Primary Azimuth Mark                     Grid Az
 NH1415:SPC IL W     -  LOVES PARK BARBER COLEMAN TK             125 57 33.4
 NH1415:SPC IL E     -  LOVES PARK BARBER COLEMAN TK             127 11 38.8
 NH1415:UTM  16      -  LOVES PARK BARBER COLEMAN TK             128 05 32.9
 NH1415
 NH1415|---------------------------------------------------------------------|
 NH1415| PID    Reference Object                     Distance      Geod. Az  |
 NH1415|                                                           dddmmss.s |
 NH1415| NH1459 LOVES PARK BARBER COLEMAN TK        APPROX. 3.6 KM 1264140.9 |
 NH1415| NH0553 COLES 2 AZ MK                                      1431916.6 |
 NH1415| NH0550 COLES 2 RM 3                         28.769 METERS 22240     |
 NH1415| NH1460 ROCKFORD TV STATION WTVO MAST       APPROX. 9.8 KM 2334730.0 |
 NH1415| NH0551 COLES                                33.930 METERS 24031     |
 NH1415| NH0549 COLES 2 RM 4                         27.969 METERS 30324     |
 NH1415|---------------------------------------------------------------------|
 NH1415
 NH1415                          SUPERSEDED SURVEY CONTROL
 NH1415
 NH1415  NAD 83(1997)-  42 20 22.14546(N)    089 04 29.37160(W) AD(       ) 2
 NH1415  NAD 83(1997)-  42 20 22.14241(N)    089 04 29.37215(W) AD(       ) 2
 NH1415  NAD 83(1986)-  42 20 22.14024(N)    089 04 29.37374(W) AD(       ) 2
 NH1415  NAD 27      -  42 20 22.07490(N)    089 04 28.98540(W) AD(       ) 2
 NH1415
 NH1415.Superseded values are not recommended for survey control.
 NH1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1415.See file dsdata.txt to determine how the superseded data were derived.
 NH1415
 NH1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2908189555(NAD 83)
 NH1415_MARKER: DS = TRIANGULATION STATION DISK
 NH1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1415
 NH1415  HISTORY     - Date     Condition        Report By
 NH1415  HISTORY     - 1954     MONUMENTED       CGS
 NH1415  HISTORY     - 1971     GOOD             USGS
 NH1415  HISTORY     - 19970606 MARK NOT FOUND   USPSQD
 NH1415
 NH1415                          STATION DESCRIPTION
 NH1415
 NH1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1415'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF THE COUNTY
 NH1415'COURTHOUSE IN ROCKFORD AND ON PROPERTY OWNED BY G.W. BROWN.
 NH1415'IT IS 98 FEET NORTHEAST OF THE INTERSECTION OF A PAVED ROAD
 NH1415'AND RAILROAD CROSSING, 57 FEET NORTHEAST OF THE CENTER OF A
 NH1415'T-ROAD INTERSECTION, 30 FEET NORTHEAST OF A WHITE WITNESS
 NH1415'POST AND GUY POLE AND 23 FEET EAST OF THE CENTER OF A GRAVEL
 NH1415'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED COLES 2 1954.
 NH1415'
 NH1415'REFERENCE MARK NO. 3 IS 27 FEET SOUTH OF THE CENTER OF A PAVED
 NH1415'ROAD AND 16 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 NH1415'THE MARK IS FLUSH AND THE DISK IS STAMPED COLES 2 NO 3 1954.
 NH1415'
 NH1415'REFERENCE MARK NO. 4 IS 43 FEET WEST OF THE CENTER OF A GRAVEL
 NH1415'ROAD AND 22 FEET WEST OF A FENCE.  THE MARK IS FLUSH AND THE
 NH1415'DISK IS STAMPED COLES 2 NO 4 1954.
 NH1415'
 NH1415'THE AZIMUTH MARK IS 14 FEET SOUTH OF THE CENTER OF A GRAVEL
 NH1415'ROAD, 5 FEET WEST OF A TELEPHONE POLE AND 2 FEET WEST OF A
 NH1415'WHITE WITNESS POST AND IN A FENCE LINE.  THE MARK IS FLUSH
 NH1415'AND THE DISK IS STAMPED COLES 2 1954.
 NH1415'
 NH1415'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ROCKFORD,
 NH1415'GO NORTH ON STATE HIGHWAY 2 FOR 4.6 MILES TO A GRAVEL CROSSROAD.*
 NH1415'CONTINUE NORTH ON HIGHWAY 2 FOR 0.5 MILE TO A PAVED ROAD
 NH1415'RIGHT, TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.2 MILE TO
 NH1415'A T ROAD INTERSECTION AND STATION AS DESCRIBED.
 NH1415'
 NH1415'*TO REACH THE AZIMUTH MARK FROM THE GRAVEL CROSSROAD GO EAST
 NH1415'FOR 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NH1415'
 NH1415'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 NH1415
 NH1415                          STATION RECOVERY (1971)
 NH1415
 NH1415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (FEW)
 NH1415'ROAD HAS BEEN REWORKED AND ROW CUT IS IN OLD LOCATION OF MARK.
 NH1415'
 NH1415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.95
 NH1415'MI N. ALONG CMSP AND PRR FROM X-ING
 NH1415
 NH1415                          STATION RECOVERY (1997)
 NH1415
 NH1415'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0553 ***********************************************************************
 NH0553  DESIGNATION -  COLES 2 AZ MK
 NH0553  PID         -  NH0553
 NH0553  STATE/COUNTY-  IL/WINNEBAGO
 NH0553  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0553
 NH0553                         *CURRENT SURVEY CONTROL
 NH0553  ___________________________________________________________________
 NH0553* NAD 83(1986)-  42 19 55.     (N)    089 04 07.     (W)     SCALED    
 NH0553* NAVD 88     -       218.819  (meters)     717.91   (feet)  ADJUSTED  
 NH0553  ___________________________________________________________________
 NH0553  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NH0553  DYNAMIC HT  -         218.750 (meters)     717.68  (feet)  COMP
 NH0553  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 NH0553
 NH0553  VERT ORDER  -  FIRST     CLASS II
 NH0553
 NH0553.The horizontal coordinates were scaled from a topographic map and have
 NH0553.an estimated accuracy of +/- 6 seconds.
 NH0553
 NH0553.The orthometric height was determined by differential leveling
 NH0553.and adjusted by the National Geodetic Survey in June 1991..
 NH0553
 NH0553.The geoid height was determined by GEOID03.
 NH0553
 NH0553.The dynamic height is computed by dividing the NAVD 88
 NH0553.geopotential number by the normal gravity value computed on the
 NH0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0553.degrees latitude (g = 980.6199 gals.).
 NH0553
 NH0553.The modeled gravity was interpolated from observed gravity values.
 NH0553
 NH0553;                    North         East    Units  Estimated Accuracy
 NH0553;SPC IL W     -   629,540.      790,500.      MT  (+/- 180 meters Scaled)
 NH0553
 NH0553                          SUPERSEDED SURVEY CONTROL
 NH0553
 NH0553  NGVD 29 (??/??/92)  218.877  (m)          718.10   (f) ADJ UNCH    1 2
 NH0553
 NH0553.Superseded values are not recommended for survey control.
 NH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0553.See file dsdata.txt to determine how the superseded data were derived.
 NH0553
 NH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM295887(NAD 83)
 NH0553_MARKER: DZ = AZIMUTH MARK DISK
 NH0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0553_STAMPING: COLES 2 1954
 NH0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0553+STABILITY: SURFACE MOTION
 NH0553
 NH0553  HISTORY     - Date     Condition        Report By
 NH0553  HISTORY     - 1954     MONUMENTED       CGS
 NH0553  HISTORY     - 1960     GOOD             NGS
 NH0553  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0553
 NH0553                          STATION DESCRIPTION
 NH0553
 NH0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0553'2.2 MI N FROM ROCKFORD.
 NH0553'ABOUT 1.95 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0553'AND PACIFIC RAILROAD FROM THE CROSSING OF NORTH MAIN STREET AT
 NH0553'ROCKFORD, THENCE ABOUT 0.25 MILE EAST ALONG A GRAVEL ROAD
 NH0553'(ELMWOOD RD.) IN S-36, R-1E, T-45N, 0.55 MILE EAST ALONG ELMWOOD
 NH0553'ROAD FROM ITS INTERSECTION WITH HIGHWAY 2, 16 FEET SOUTH OF THE
 NH0553'CENTER LINE OF ROAD, 0.3 FOOT NORTH OF A FENCE LINE, 93 FEET
 NH0553'EAST-SOUTHEAST OF THE CENTER OF JUNCTION OF A DRIVE LEADING NORTH
 NH0553'INTO A FIELD, AT A SLIGHT CHANGE OF GRADE IN GRAVEL ROAD, 2 FEET
 NH0553'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE THE
 NH0553'LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 NH0553'GROUND.
 NH0553
 NH0553                          STATION RECOVERY (1997)
 NH0553
 NH0553'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0550 ***********************************************************************
 NH0550  DESIGNATION -  COLES 2 RM 3
 NH0550  PID         -  NH0550
 NH0550  STATE/COUNTY-  IL/WINNEBAGO
 NH0550  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0550
 NH0550                         *CURRENT SURVEY CONTROL
 NH0550  ___________________________________________________________________
 NH0550* NAD 83(1997)-  42 20 21.45997(N)    089 04 30.22273(W)     ADJUSTED  
 NH0550* NAVD 88     -       224.566  (meters)     736.76   (feet)  ADJUSTED  
 NH0550  ___________________________________________________________________
 NH0550  X           -      76,222.363 (meters)                     COMP
 NH0550  Y           -  -4,721,224.215 (meters)                     COMP
 NH0550  Z           -   4,273,665.100 (meters)                     COMP
 NH0550  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 NH0550  ELLIP HEIGHT-         191.09  (meters)          (02/03/05) GPS OBS
 NH0550  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NH0550  DYNAMIC HT  -         224.495 (meters)     736.53  (feet)  COMP
 NH0550  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 NH0550
 NH0550  HORZ ORDER  -  FIRST
 NH0550  VERT ORDER  -  FIRST     CLASS II
 NH0550  ELLP ORDER  -  FOURTH    CLASS II
 NH0550
 NH0550.The horizontal coordinates were established by GPS observations
 NH0550.and adjusted by the TERRASURV in September 2002..
 NH0550
 NH0550.The orthometric height was determined by differential leveling
 NH0550.and adjusted by the National Geodetic Survey in June 1991..
 NH0550
 NH0550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0550
 NH0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0550
 NH0550.The ellipsoidal height was determined by GPS observations
 NH0550.and is referenced to NAD 83.
 NH0550
 NH0550.The geoid height was determined by GEOID03.
 NH0550
 NH0550.The dynamic height is computed by dividing the NAVD 88
 NH0550.geopotential number by the normal gravity value computed on the
 NH0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0550.degrees latitude (g = 980.6199 gals.).
 NH0550
 NH0550.The modeled gravity was interpolated from observed gravity values.
 NH0550
 NH0550;                    North         East     Units Scale Factor Converg.
 NH0550;SPC IL W     -   630,345.207   789,953.480   MT  1.00004070   +0 44 07.0
 NH0550;SPC IL W     - 2,068,057.57  2,591,705.71   sFT  1.00004070   +0 44 07.0
 NH0550;UTM  16      - 4,689,534.125   329,060.720   MT  0.99995953   -1 23 52.6
 NH0550
 NH0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0550!SPC IL W     -   0.99997003  x   1.00004070  =   1.00001073
 NH0550!UTM  16      -   0.99997003  x   0.99995953  =   0.99992956
 NH0550
 NH0550                          SUPERSEDED SURVEY CONTROL
 NH0550
 NH0550  ELLIP H (09/17/02)  191.15   (m)                       GP(       ) 4 1
 NH0550  NAVD 88 (09/17/02)  224.57   (m)          736.8    (f) LEVELING    3  
 NH0550  NGVD 29 (??/??/92)  224.624  (m)          736.95   (f) ADJ UNCH    1 2
 NH0550
 NH0550.Superseded values are not recommended for survey control.
 NH0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0550.See file dsdata.txt to determine how the superseded data were derived.
 NH0550
 NH0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2906189534(NAD 83)
 NH0550_MARKER: DR = REFERENCE MARK DISK
 NH0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0550_STAMPING: COLES 2 RM 3 1954
 NH0550_MARK LOGO: CGS   
 NH0550_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0550+STABILITY: SURFACE MOTION
 NH0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0550+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 NH0550
 NH0550  HISTORY     - Date     Condition        Report By
 NH0550  HISTORY     - 1954     MONUMENTED       CGS
 NH0550  HISTORY     - 1960     GOOD             NGS
 NH0550  HISTORY     - 19970606 GOOD             USPSQD
 NH0550  HISTORY     - 20000901 GOOD             AYRES
 NH0550
 NH0550                          STATION DESCRIPTION
 NH0550
 NH0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0550'2.4 MI N FROM ROCKFORD.
 NH0550'ABOUT 2.45 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0550'AND PACIFIC RAILROAD FROM THE CROSSING OF NORTH MAIN STREET AT
 NH0550'ROCKFORD, 0.35 MILE SOUTH OF MILEPOLE 9, AT THE CROSSING OF A
 NH0550'BLACK TOP ROAD, IN S-36, R-1E, T-45N, 16 FEET EAST-NORTHEAST OF
 NH0550'THE EAST-NORTHEAST RAIL, 24 1/2 FEET SOUTH OF THE CENTER LINE OF
 NH0550'ROAD, 120.7 FEET SOUTH OF AND ACROSS THE ROAD FROM R M 4, 3 FEET
 NH0550'EAST-NORTHEAST OF AN 8-INCH CHANNEL IRON GATE POST, 46 1/2 FEET
 NH0550'SOUTHWEST OF AND ACROSS THE ROAD FROM A POWER LINE POLE, ABOUT
 NH0550'LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE POST FLUSH
 NH0550'WITH THE GROUND.
 NH0550
 NH0550                          STATION RECOVERY (1997)
 NH0550
 NH0550'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0550'RECOVERED IN GOOD CONDITION.
 NH0550
 NH0550                          STATION RECOVERY (2000)
 NH0550
 NH0550'RECOVERY NOTE BY AYRES ASSOCIATES 2000
 NH0550'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0549 ***********************************************************************
 NH0549  DESIGNATION -  COLES 2 RM 4
 NH0549  PID         -  NH0549
 NH0549  STATE/COUNTY-  IL/WINNEBAGO
 NH0549  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0549
 NH0549                         *CURRENT SURVEY CONTROL
 NH0549  ___________________________________________________________________
 NH0549* NAD 83(1986)-  42 20 22.     (N)    089 04 28.     (W)     SCALED    
 NH0549* NAVD 88     -       224.890  (meters)     737.83   (feet)  ADJUSTED  
 NH0549  ___________________________________________________________________
 NH0549  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NH0549  DYNAMIC HT  -         224.819 (meters)     737.59  (feet)  COMP
 NH0549  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 NH0549
 NH0549  VERT ORDER  -  FIRST     CLASS II
 NH0549
 NH0549.The horizontal coordinates were scaled from a topographic map and have
 NH0549.an estimated accuracy of +/- 6 seconds.
 NH0549
 NH0549.The orthometric height was determined by differential leveling
 NH0549.and adjusted by the National Geodetic Survey in June 1991..
 NH0549
 NH0549.The geoid height was determined by GEOID03.
 NH0549
 NH0549.The dynamic height is computed by dividing the NAVD 88
 NH0549.geopotential number by the normal gravity value computed on the
 NH0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0549.degrees latitude (g = 980.6199 gals.).
 NH0549
 NH0549.The modeled gravity was interpolated from observed gravity values.
 NH0549
 NH0549;                    North         East    Units  Estimated Accuracy
 NH0549;SPC IL W     -   630,360.      790,000.      MT  (+/- 180 meters Scaled)
 NH0549
 NH0549                          SUPERSEDED SURVEY CONTROL
 NH0549
 NH0549  NGVD 29 (??/??/92)  224.948  (m)          738.02   (f) ADJ UNCH    1 2
 NH0549
 NH0549.Superseded values are not recommended for survey control.
 NH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0549.See file dsdata.txt to determine how the superseded data were derived.
 NH0549
 NH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM291895(NAD 83)
 NH0549_MARKER: DR = REFERENCE MARK DISK
 NH0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0549_STAMPING: COLES 2 NO 4 1954
 NH0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0549+STABILITY: SURFACE MOTION
 NH0549
 NH0549  HISTORY     - Date     Condition        Report By
 NH0549  HISTORY     - 1954     MONUMENTED       CGS
 NH0549  HISTORY     - 1960     GOOD             NGS
 NH0549  HISTORY     - 19970606 GOOD             USPSQD
 NH0549
 NH0549                          STATION DESCRIPTION
 NH0549
 NH0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0549'2.4 MI N FROM ROCKFORD.
 NH0549'ABOUT 2.45 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0549'PACIFIC RAILROAD FROM THE CROSSING OF NORTH MAIN STREET AT
 NH0549'ROCKFORD, 2.3 MILES SOUTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 NH0549'PAUL AND PACIFIC RAILROAD FROM THE CROSSING OF LATHAM ROAD AT
 NH0549'LATHAM PARK, 0.35 MILE SOUTH OF MILEPOLE 9, AT A ROAD CROSSING,
 NH0549'IN S-36, R-1E, T-45N, 27.8 FEET EAST-NORTHEAST OF THE
 NH0549'EAST-NORTHEAST RAIL, 97 FEET NORTH OF THE CENTER OF CROSSING,
 NH0549'120.7 FEET NORTH OF AND ACROSS THE ROAD FROM RM 3, 59 1/2 FEET
 NH0549'SOUTH-SOUTHWEST OF POWER LINE POLE 451 25 W02, 19 FEET WEST OF A
 NH0549'WIRE FENCE, 38 1/2 FEET WEST OF A GRAVEL ROAD PARALLEL WITH THE
 NH0549'TRACK, ABOUT LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE
 NH0549'POST FLUSH WITH THE GROUND.
 NH0549
 NH0549                          STATION RECOVERY (1997)
 NH0549
 NH0549'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1207 ***********************************************************************
 KB1207  CBN         -  This is a Cooperative Base Network Control Station.
 KB1207  DESIGNATION -  COLES AIRPORT
 KB1207  PID         -  KB1207
 KB1207  STATE/COUNTY-  IL/COLES
 KB1207  USGS QUAD   -  MATTOON EAST (1984)
 KB1207
 KB1207                         *CURRENT SURVEY CONTROL
 KB1207  ___________________________________________________________________
 KB1207* NAD 83(1997)-  39 29 00.38951(N)    088 16 59.18500(W)     ADJUSTED  
 KB1207* NAVD 88     -       215.5    (meters)     707.     (feet)  GPS OBS   
 KB1207  ___________________________________________________________________
 KB1207  X           -     147,693.014 (meters)                     COMP
 KB1207  Y           -  -4,927,303.643 (meters)                     COMP
 KB1207  Z           -   4,034,001.448 (meters)                     COMP
 KB1207  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KB1207  ELLIP HEIGHT-         183.46  (meters)          (10/15/04) GPS OBS
 KB1207  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB1207
 KB1207  HORZ ORDER  -  B
 KB1207  ELLP ORDER  -  FOURTH    CLASS II
 KB1207
 KB1207.This mark is at Coles Co Mem Airport (MTO)
 KB1207
 KB1207.The horizontal coordinates were established by GPS observations
 KB1207.and adjusted by the National Geodetic Survey in July 1998..
 KB1207
 KB1207.The orthometric height was determined by GPS observations and a
 KB1207.high-resolution geoid model.
 KB1207
 KB1207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1207
 KB1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1207
 KB1207.The ellipsoidal height was determined by GPS observations
 KB1207.and is referenced to NAD 83.
 KB1207
 KB1207.The geoid height was determined by GEOID03.
 KB1207
 KB1207;                    North         East     Units Scale Factor Converg.
 KB1207;SPC IL E     -   312,649.632   304,321.060   MT  0.99997523   +0 01 55.0
 KB1207;SPC IL E     - 1,025,751.33    998,426.68   sFT  0.99997523   +0 01 55.0
 KB1207;UTM  16      - 4,371,212.572   389,651.772   MT  0.99974992   -0 48 57.4
 KB1207
 KB1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1207!SPC IL E     -   0.99997122  x   0.99997523  =   0.99994645
 KB1207!UTM  16      -   0.99997122  x   0.99974992  =   0.99972115
 KB1207
 KB1207|---------------------------------------------------------------------|
 KB1207| PID    Reference Object                     Distance      Geod. Az  |
 KB1207|                                                           dddmmss.s |
 KB1207| CI6838 COLES AIRPORT RM 1                   27.768 METERS 06440     |
 KB1207| KB1210 MATTOON COLES CO AIRWAY BEACON      171.875 METERS 13136     |
 KB1207| KB1211 COLES AIRPORT RM 3                  171.039 METERS 13137     |
 KB1207| KB0169 J 176                               118.709 METERS 13800     |
 KB1207| CI6839 COLES AIRPORT RM 2                   27.414 METERS 18902     |
 KB1207| KB1209 MATTOON MUNICIPAL E TANK            APPROX. 6.0 KM 2725154.9 |
 KB1207| KB1204 MATTOON BLAW KNOX CO WATER TK       APPROX. 4.9 KM 2735333.5 |
 KB1207| KB1203 MATTOON ANACONDA CO WATER TANK      APPROX. 4.5 KM 2744524.4 |
 KB1207| KB1208 COLES AIRPORT AZ MK                 APPROX. 1.0 KM 2745256.4 |
 KB1207| KB1169 MATTOON CENTRAL COMM MAST           APPROX. 6.9 KM 2905913.2 |
 KB1207|---------------------------------------------------------------------|
 KB1207
 KB1207                          SUPERSEDED SURVEY CONTROL
 KB1207
 KB1207  ELLIP H (07/17/98)  183.46   (m)                       GP(       ) 4 1
 KB1207  NAD 83(1986)-  39 29 00.40050(N)    088 16 59.18288(W) AD(       ) 1
 KB1207  NAD 27      -  39 29 00.27686(N)    088 16 59.02332(W) AD(       ) 1
 KB1207  NGVD 29 (07/19/86)  215.63   (m)          707.4    (f) LEVELING    3  
 KB1207
 KB1207.Superseded values are not recommended for survey control.
 KB1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1207.See file dsdata.txt to determine how the superseded data were derived.
 KB1207
 KB1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8965271213(NAD 83)
 KB1207_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1207_STAMPING: COLES AIRPORT 1980
 KB1207_MARK LOGO: NGS   
 KB1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1207+STABILITY: SURFACE MOTION
 KB1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1207+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB1207
 KB1207  HISTORY     - Date     Condition        Report By
 KB1207  HISTORY     - 1980     MONUMENTED       NGS
 KB1207  HISTORY     - 19800615 GOOD             NGS
 KB1207  HISTORY     - 19970417 GOOD             NGS
 KB1207  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1207
 KB1207                          STATION DESCRIPTION
 KB1207
 KB1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1207'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) WEST OF
 KB1207'CHARLESTON, 8.0 KM (5 MI) EAST OF MATTOON, AND ON PROPERTY
 KB1207'OF THE COLES COUNTY MEMORIAL AIRPORT.  PERMISSION WAS
 KB1207'OBTAINED FROM COLONEL JOHN FARRAR, AIRPORT MANAGER,
 KB1207'P.O. BOX 508, MATTOON, IL 61938.
 KB1207'TELEPHONE NUMBER 217-235-0586.
 KB1207'
 KB1207'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KB1207'HIGHWAY 57 AND STATE HIGHWAY 16, ABOUT 4.8 KM (3 MI) EAST
 KB1207'OF MATTOON, GO EAST ON HIGHWAY 16 FOR 1.04 KM (0.65 MI)
 KB1207'TO A CROSSROAD.  CONTINUE EAST ON HIGHWAY 16 FOR
 KB1207'1.2 KM (0.75 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 KB1207'CONTINUE EAST ON HIGHWAY 16 FOR 1.04 KM (0.65 MI) TO THE
 KB1207'ENTRANCE TO THE COLES COUNTY MEMORIAL AIRPORT.  TURN RIGHT
 KB1207'AND GO SOUTH ON A PAVED ROAD FOR 0.08 KM (0.05 MI) TO THE
 KB1207'STATION ON THE RIGHT.
 KB1207'
 KB1207'THE STATION IS A STANDARD NGS DISK
 KB1207'STAMPED---COLES AIRPORT 1980---,
 KB1207'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1207'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 KB1207'23.1 METERS (75.6 FT) SOUTHWEST FROM A LIGHT POLE AND
 KB1207'17.2 METERS (56.5 FT) WEST-NORTHWEST FROM THE CENTER OF A PAVED
 KB1207'ROAD.
 KB1207'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1207'STAMPED---COLES AIRPORT 1980---,
 KB1207'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 KB1207'
 KB1207'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1207'STAMPED---COLES AIRPORT NO 1 1980---,
 KB1207'SET INTO A DRILL HOLE IN A CONCRETE CURB.
 KB1207'IT IS LOCATED
 KB1207'5.10 METERS (16.7 FT) NORTH-NORTHEAST FROM THE LIGHT POLE AND
 KB1207'3.8 METERS (12.4 FT) WEST-NORTHWEST FROM THE CENTER OF THE PAVED
 KB1207'ROAD.
 KB1207'MARK IS ABOVE STATION 0.2 METES.
 KB1207'
 KB1207'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1207'STAMPED---COLES AIRPORT NO 2 1980---,
 KB1207'SET INTO A DRILL HOLE IN A CONCRETE CURB.
 KB1207'IT IS LOCATED
 KB1207'15.0 METERS (49.3 FT) NORTH-NORTHEAST FROM A LIGHT POLE AND
 KB1207'3.8 METERS (12.4 FT) NORTHWEST FROM THE CENTER OF THE PAVED ROAD.
 KB1207'MARK IS ABOVE STATION 0.2 METER.
 KB1207'
 KB1207'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 KB1207'STAMPED---COLES AIRPORT NO 3 1980---,
 KB1207'SET INTO A DRILL HOLE IN A CONCRETE FOOTING FOR AN AIRPORT BEACON.
 KB1207'IT IS LOCATED
 KB1207'3.8 METERS (12.4 FT) NORTH FROM THE NORTH EDGE OF THE PAVEMENT,
 KB1207'2.55 METERS (8.4 FT) EAST FROM THE CENTER OF A GATE, AND
 KB1207'2.20 METERS (7.2 FT) SOUTH FROM A FENCE.
 KB1207'MARK IS LEVEL WITH STATION.
 KB1207'
 KB1207'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1207'STAMPED---COLES AIRPORT 1980---,
 KB1207'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1207'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 KB1207'20.7 METERS (68 FT) SOUTH FROM THE CENTER OF THE EAST BOUND LANES
 KB1207'OF STATE HIGHWAY 16,
 KB1207'1.79 METERS (5.9 FT) EAST FROM A POWER POLE,
 KB1207'1.02 METERS (3.35 FT) WEST-NORTHWEST FROM A METAL WITNESS POST,
 KB1207'AND
 KB1207'0.59 METER (1.9 FT) NORTH FROM A FENCE.
 KB1207'
 KB1207'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 KB1207'EDM TIES WERE MADE TO COLES AIRPORT RM 3, BM J 176, AND
 KB1207'TVOR COLES CO AIRPORT.
 KB1207
 KB1207                          STATION RECOVERY (1980)
 KB1207
 KB1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KB1207'1980 GEODESY DESCRIPTION, THE STATION IS A STANDARD NGS DISK STAMPED
 KB1207'COLES AIRPORT 1980, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
 KB1207'CM IN DIAMETER RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED 23.1
 KB1207'METERS (75.8 FT) 75.6 FT (23.0 M) SOUTHWEST FROM A LIGHT POLE AND 17.2
 KB1207'METERS, (56.4 FT) 56.5 FT (17.2 M) WEST-NORTHWEST FROM THE CENTER OF A
 KB1207'PAVED ROAD.  NOTE, NGS QID/QSN 0390882410009.
 KB1207
 KB1207                          STATION RECOVERY (1997)
 KB1207
 KB1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB1207'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) EAST OF MATTOON AND 5.5 MI
 KB1207'(8.9 KM) WEST OF CHARLESTON, IN THE FRONT LAWN OF THE AIRPORT TERMINAL
 KB1207'AT COLES COUNTY MEMORIAL AIRPORT.  THE AIRPORT MANAGER IS MS. SHANNON
 KB1207'TIPSORD, 432 AIRPORT ROAD, MATTOON, IL 61938.  PHONE 217-234-7120.
 KB1207'NOTIFY AIRPORT MANAGER PRIOR TO OCCUPATION OF THE STATION.  TO REACH
 KB1207'FROM THE JUNCTION OF STATE ROUTE 16 AND INTERSTATE HIGHWAY 57, ABOUT 3
 KB1207'MI (4.8 KM) EAST OF MATTOON, GO EAST ON ROUTE 16 FOR 2.1 MI (3.4 KM)
 KB1207'TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH, AND KEEP
 KB1207'RIGHT FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT, 17.2 M (56.4
 KB1207'FT) WEST-NORTHWEST OF THE CENTER OF THE ROAD, 23.1 M (75.8 FT)
 KB1207'SOUTHWEST OF A LIGHT POLE, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 KB1207'FIBERGLASS WITNESS POST.
 KB1207
 KB1207                          STATION RECOVERY (2000)
 KB1207
 KB1207'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1207'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1207'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB1207'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1208 ***********************************************************************
 KB1208  DESIGNATION -  COLES AIRPORT AZ MK
 KB1208  PID         -  KB1208
 KB1208  STATE/COUNTY-  IL/COLES
 KB1208  USGS QUAD   -  MATTOON EAST (1984)
 KB1208
 KB1208                         *CURRENT SURVEY CONTROL
 KB1208  ___________________________________________________________________
 KB1208* NAD 83(1997)-  39 29 03.01088(N)    088 17 38.81608(W)     ADJUSTED  
 KB1208* NAVD 88     -       216.9    (meters)     712.     (feet)  VERTCON   
 KB1208  ___________________________________________________________________
 KB1208  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KB1208  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1208
 KB1208  HORZ ORDER  -  SECOND
 KB1208
 KB1208.This mark is at Coles Co Mem Airport (MTO)
 KB1208
 KB1208.The horizontal coordinates were established by classical geodetic methods
 KB1208.and adjusted by the National Geodetic Survey in October 1999..
 KB1208
 KB1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1208
 KB1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1208
 KB1208.The geoid height was determined by GEOID03.
 KB1208
 KB1208;                    North         East     Units Scale Factor Converg.
 KB1208;SPC IL E     -   312,730.003   303,373.934   MT  0.99997514   +0 01 29.8
 KB1208;SPC IL E     - 1,026,015.02    995,319.32   sFT  0.99997514   +0 01 29.8
 KB1208;UTM  16      - 4,371,306.929   388,706.150   MT  0.99975250   -0 49 22.7
 KB1208
 KB1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1208!SPC IL E     -   0.99997100  x   0.99997514  =   0.99994615
 KB1208!UTM  16      -   0.99997100  x   0.99975250  =   0.99972351
 KB1208
 KB1208:                Primary Azimuth Mark                     Grid Az
 KB1208:SPC IL E     -  COLES AIRPORT                            094 51 01.4
 KB1208:UTM  16      -  COLES AIRPORT                            095 41 53.9
 KB1208
 KB1208|---------------------------------------------------------------------|
 KB1208| PID    Reference Object                     Distance      Geod. Az  |
 KB1208|                                                           dddmmss.s |
 KB1208| KB1207 COLES AIRPORT                       APPROX. 1.0 KM 0945231.2 |
 KB1208| KB1209 MATTOON MUNICIPAL E TANK            APPROX. 5.0 KM 2722831.2 |
 KB1208| KB1204 MATTOON BLAW KNOX CO WATER TK       APPROX. 3.9 KM 2733841.9 |
 KB1208|---------------------------------------------------------------------|
 KB1208
 KB1208                          SUPERSEDED SURVEY CONTROL
 KB1208
 KB1208  NAD 83(1997)-  39 29 03.01107(N)    088 17 38.81606(W) AD(       ) 2
 KB1208  NAD 83(1986)-  39 29 03.02195(N)    088 17 38.81395(W) AD(       ) 2
 KB1208  NAD 27      -  39 29 02.89891(N)    088 17 38.65312(W) AD(       ) 2
 KB1208  NGVD 29 (07/19/86)  217.0    (m)          712.     (f) VERT ANG       
 KB1208
 KB1208.Superseded values are not recommended for survey control.
 KB1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1208.See file dsdata.txt to determine how the superseded data were derived.
 KB1208
 KB1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8870671307(NAD 83)
 KB1208_MARKER: DZ = AZIMUTH MARK DISK
 KB1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1208_STAMPING: COLES AIRPORT 1980
 KB1208_MARK LOGO: NGS   
 KB1208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KB1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1208+STABILITY: SURFACE MOTION
 KB1208
 KB1208  HISTORY     - Date     Condition        Report By
 KB1208  HISTORY     - 1980     MONUMENTED       NGS
 KB1208  HISTORY     - 19800615 GOOD             NGS
 KB1208
 KB1208                          STATION DESCRIPTION
 KB1208
 KB1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1208'THE STATION IS LOCATED ABOUT 9,7 KM (6 MI) WEST OF CHARLESTON,
 KB1208'7.2 KM (4-1/2 MI) EAST OF MATTOON, AND ON STATE HIGHWAY 16
 KB1208'RIGHT-OF-WAY.  PERMISSION FOR THE STATION WAS OBTAINED FROM
 KB1208'ILLINOIS DEPARTMENT OF TRANSPORTATION, MR. P.R. ENGELBERTH,
 KB1208'DISTRICT TRAFFIC ENGINEER, DIVISION OF HIGHWAYS, DISTRICT 5,
 KB1208'TRANSPORTATION BUILDING, PARIS, IL 61944.
 KB1208'TELEPHONE NUMBER 217-465-4181.
 KB1208'
 KB1208'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KB1208'HIGHWAY 57 AND STATE HIGHWAY 16, ABOUT 4.8 KM (3 MI) EAST
 KB1208'OF MATTOON, GO EAST ON HIGHWAY 16 FOR 1.04 KM (0.65 MI) TO
 KB1208'A CROSSROAD.  CONTINUE EAST ON HIGHWAY 16 FOR 1.2 KM (0.75 MI)
 KB1208'TO THE STATION ON THE RIGHT.
 KB1208'
 KB1208'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 KB1208'STAMPED---COLES AIRPORT 1980---,
 KB1208'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1208'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 KB1208'20.7 METERS (68.0 FT) SOUTH FROM THE CENTER OF THE EAST BOUND
 KB1208'LANES OF STATE HIGHWAY 16,
 KB1208'1.79 METERS (5.88 FT) EAST FROM A POWER POLE,
 KB1208'1.02 METERS (3.35 FT) WEST-NORTHWEST FROM A METAL WITNESS POST,
 KB1208'AND
 KB1208'0.59 METER (1.9 FT) NORTH FROM A FENCE.
 KB1208'
 KB1208'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 KB1208
 KB1208                          STATION RECOVERY (1980)
 KB1208
 KB1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KB1208'1980 GEODESY DESCRIPTION, THE STATION IS A STANDARD NGS AZIMUTH MARK
 KB1208'DISK STAMPED COLES AIRPORT 1980, SET INTO THE TOP OF A ROUND CONCRETE
 KB1208'MONUMENT 30 CM IN DIAMETER RECESSED 4 CM BELOW THE GROUND.  IT IS
 KB1208'LOCATED 20.7 METERS (67.9 FT) 68.0 FT (20.7 M) SOUTH FROM THE CENTER
 KB1208'OF THE EAST BOUND LANES OF STATE HIGHWAY 16, 1.79 METERS (5.87 FT)
 KB1208'5.88 FT (1.79 M) EAST FROM A POWER POLE, 1.02 METERS (3.35 FT) 3.35 FT
 KB1208'(1.02 M) WEST-NORTHWEST FROM A METAL WITNESS POST, AND 0.59 METERS
 KB1208'(1.94 FT) 1.9 FT (0.6 M) NORTH FROM A FENCE.  ALSO, THE STATION IS
 KB1208'28.4 FT (8.7 M) EAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING TO THE
 KB1208'LOCALIZER BUILDING NEAR RUNWAY END 11, AND 2.9 FT (0.9 M) EAST FROM A
 KB1208'POLE SUPPORTING A POWER SUPPLY BOX.  NOTE, NGS QID/QSN 0390882410010.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1211 ***********************************************************************
 KB1211  DESIGNATION -  COLES AIRPORT RM 3
 KB1211  PID         -  KB1211
 KB1211  STATE/COUNTY-  IL/COLES
 KB1211  USGS QUAD   -  MATTOON EAST (1984)
 KB1211
 KB1211                         *CURRENT SURVEY CONTROL
 KB1211  ___________________________________________________________________
 KB1211* NAD 83(1997)-  39 28 56.70576(N)    088 16 53.83496(W)     ADJUSTED  
 KB1211* NAVD 88     -       216.19   (+/-2cm)     709.3    (feet)  VERTCON   
 KB1211  ___________________________________________________________________
 KB1211  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 KB1211  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB1211
 KB1211  HORZ ORDER  -  SECOND
 KB1211  VERT ORDER  -  THIRD ? (See Below)
 KB1211
 KB1211.This mark is at Coles Co Mem Airport (MTO)
 KB1211
 KB1211.The horizontal coordinates were established by classical geodetic methods
 KB1211.and adjusted by the National Geodetic Survey in October 1999..
 KB1211
 KB1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1211.The vertical order pertains to the NGVD 29 superseded value.
 KB1211
 KB1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1211
 KB1211.The geoid height was determined by GEOID03.
 KB1211
 KB1211;                    North         East     Units Scale Factor Converg.
 KB1211;SPC IL E     -   312,536.099   304,448.979   MT  0.99997524   +0 01 58.4
 KB1211;SPC IL E     - 1,025,378.85    998,846.36   sFT  0.99997524   +0 01 58.4
 KB1211;UTM  16      - 4,371,097.185   389,777.968   MT  0.99974958   -0 48 54.0
 KB1211
 KB1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1211!SPC IL E     -   0.99997112  x   0.99997524  =   0.99994636
 KB1211!UTM  16      -   0.99997112  x   0.99974958  =   0.99972071
 KB1211
 KB1211                          SUPERSEDED SURVEY CONTROL
 KB1211
 KB1211  NAD 83(1997)-  39 28 56.70574(N)    088 16 53.83499(W) AD(       ) 2
 KB1211  NAD 83(1986)-  39 28 56.71676(N)    088 16 53.83298(W) AD(       ) 2
 KB1211  NAD 27      -  39 28 56.59283(N)    088 16 53.67315(W) AD(       ) 2
 KB1211  NGVD 29 (07/19/86)  216.25   (m)          709.5    (f) LEVELING    3  
 KB1211
 KB1211.Superseded values are not recommended for survey control.
 KB1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1211.See file dsdata.txt to determine how the superseded data were derived.
 KB1211
 KB1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8977871097(NAD 83)
 KB1211_MARKER: DR = REFERENCE MARK DISK
 KB1211_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KB1211_STAMPING: COLES AIRPORT NO 3 1980
 KB1211_MARK LOGO: NGS   
 KB1211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KB1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1211
 KB1211  HISTORY     - Date     Condition        Report By
 KB1211  HISTORY     - 1980     MONUMENTED       NGS
 KB1211  HISTORY     - 19800615 GOOD             NGS
 KB1211
 KB1211                          STATION DESCRIPTION
 KB1211
 KB1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1211'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) WEST OF CHARLESTON,
 KB1211'8.0 KM (5 MI) EAST OF MATTOON, AND ON PROPERTY OF THE COLES
 KB1211'COUNTY MEMORIAL AIRPORT.  PERMISSION FOR THE STATION WAS
 KB1211'OBTAINED FROM COLONEL JOHN FARRAR, AIRPORT MANAGER,
 KB1211'P.O. BOX 508, MATTOON, IL 61938. TELEPHONE NUMBER 217-235-0586.
 KB1211'
 KB1211'TO REACH THE STATION FROM FROM THE JUNCTION OF INTERSTATE
 KB1211'HIGHWAY 57 AND STATE HIGHWAY 16, ABOUT 4.8 KM (3 MI) EAST
 KB1211'OF MATTOON, GO EAST ON STATE HIGHWAY 16 FOR 1.04 KM (0.65 MI)
 KB1211'TO A CROSSROAD.  CONTINUE EAST ON HIGHWAY 16 FOR 2.2 KM
 KB1211'(1.4 MI) TO THE ENTRANCE TO COLES COUNTY MEMORIAL AIRPORT.
 KB1211'TURN RIGHT AND GO SOUTH AND EAST ON A PAVED ROAD FOR 0.24 KM
 KB1211'(0.15 MI) TO A BEACON AND THE STATION ON THE LEFT.
 KB1211'
 KB1211'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 KB1211'STAMPED---COLES AIRPORT NO 3 1980---,
 KB1211'SET INTO A DRILL HOLE IN A CONCRETE FOOTING
 KB1211'FOR AN AIRPORT BEACON.
 KB1211'IT IS LOCATED
 KB1211'3.8 METERS (12.5 FT) NORTH FROM THE NORTH EDGE OF THE PAVEMENT AND
 KB1211'2.55 METERS (8.38 FT) EAST FROM THE CENTER OF A GATE.
 KB1211'
 KB1211'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 KB1211
 KB1211                          STATION RECOVERY (1980)
 KB1211
 KB1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KB1211'1980 GEODESY DESCRIPION, THE STATION IS A STANDARD NGS REFERENCE MARK
 KB1211'DISK STAMPED COLES AIRPORT NO 3 1980, SET INTO A DRILL HOLE IN A
 KB1211'CONCRETE FOOTING FOR AN AIRPORT BEACON.  IT IS LOCATED 3.8 METERS
 KB1211'(12.5 FT) 12.5 FT (3.8 M) NORTH FROM THE NORTH EDGE OF THE PAVEMENT
 KB1211'AND 2.55 METERS, (8.37 FT) 8.38 FT (2.55 M) EAST FROM THE CENTER OF A
 KB1211'GATE.  NOTE, G-16597
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1840 ***********************************************************************
 LC1840  DESIGNATION -  COLFAX MUNICIPAL TANK
 LC1840  PID         -  LC1840
 LC1840  STATE/COUNTY-  IL/MCLEAN
 LC1840  USGS QUAD   -  COLFAX (1986)
 LC1840
 LC1840                         *CURRENT SURVEY CONTROL
 LC1840  ___________________________________________________________________
 LC1840* NAD 83(1997)-  40 33 59.53421(N)    088 36 52.87105(W)     ADJUSTED  
 LC1840* NAVD 88     -                                                        
 LC1840  ___________________________________________________________________
 LC1840  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 LC1840  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1840
 LC1840  HORZ ORDER  -  THIRD
 LC1840
 LC1840.The horizontal coordinates were established by classical geodetic methods
 LC1840.and adjusted by the National Geodetic Survey in October 1999..
 LC1840
 LC1840
 LC1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1840
 LC1840.The geoid height was determined by GEOID03.
 LC1840
 LC1840;                    North         East     Units Scale Factor Converg.
 LC1840;SPC IL E     -   432,945.130   276,174.490   MT  0.99998198   -0 10 58.7
 LC1840;SPC IL E     - 1,420,420.81    906,082.47   sFT  0.99998198   -0 10 58.7
 LC1840;UTM  16      - 4,491,893.130   363,313.835   MT  0.99982997   -1 03 00.9
 LC1840
 LC1840                          SUPERSEDED SURVEY CONTROL
 LC1840
 LC1840  NAD 83(1986)-  40 33 59.54905(N)    088 36 52.88133(W) AD(       ) 4
 LC1840  NAD 27      -  40 33 59.41200(N)    088 36 52.66500(W) AD(       ) 3
 LC1840
 LC1840.Superseded values are not recommended for survey control.
 LC1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1840.See file dsdata.txt to determine how the superseded data were derived.
 LC1840
 LC1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6331491893(NAD 83)
 LC1840_MARKER: 82 = FINIAL
 LC1840
 LC1840  HISTORY     - Date     Condition        Report By
 LC1840  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1840
 LC1840                          STATION DESCRIPTION
 LC1840
 LC1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1840'THE POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 LC1840'TANK OF COLFAX.  THE TANK IS A STEEL STRUCTURE PAINTED SILVER
 LC1840'AND IS APPROXIMATELY 125 FEET HIGH.  IT IS LOCATED IN THE
 LC1840'CENTRAL PART OF TOWN AND IS THE ONLY TANK IN THE IMMEDIATE
 LC1840'VICINITY.
 LC1840'
 LC1840'OBSERVED UPON FROM TRIANGULATION STATIONS.  THOMAS, KING,
 LC1840'ZIMMERMAN.
 LC1840'
 LC1840'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1998 ***********************************************************************
 JB1998  DESIGNATION -  COLLINSVILLE
 JB1998  PID         -  JB1998
 JB1998  STATE/COUNTY-  IL/MADISON
 JB1998  USGS QUAD   -  COLLINSVILLE (1991)
 JB1998
 JB1998                         *CURRENT SURVEY CONTROL
 JB1998  ___________________________________________________________________
 JB1998* NAD 83(1997)-  38 41 59.64295(N)    089 57 20.82375(W)     ADJUSTED  
 JB1998* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 JB1998  ___________________________________________________________________
 JB1998  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 JB1998  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JB1998
 JB1998  HORZ ORDER  -  FIRST
 JB1998
 JB1998.The horizontal coordinates were established by classical geodetic methods
 JB1998.and adjusted by the National Geodetic Survey in October 1999..
 JB1998
 JB1998.The orthometric height was scaled from a topographic map.
 JB1998
 JB1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1998
 JB1998.The geoid height was determined by GEOID03.
 JB1998
 JB1998;                    North         East     Units Scale Factor Converg.
 JB1998;SPC IL W     -   225,677.553   718,343.821   MT  0.99994532   +0 07 54.7
 JB1998;SPC IL W     -   740,410.44  2,356,766.35   sFT  0.99994532   +0 07 54.7
 JB1998;UTM  16      - 4,287,622.739   242,950.682   MT  1.00041374   -1 50 56.7
 JB1998;UTM  15      - 4,287,874.788   764,741.297   MT  1.00046318   +1 54 16.1
 JB1998
 JB1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1998!SPC IL W     -   0.99997696  x   0.99994532  =   0.99992228
 JB1998!UTM  16      -   0.99997696  x   1.00041374  =   1.00039069
 JB1998!UTM  15      -   0.99997696  x   1.00046318  =   1.00044013
 JB1998
 JB1998:                Primary Azimuth Mark                     Grid Az
 JB1998:SPC IL W     -  EDWARDSVILLE KETTLE R TREAT TK           001 26 17.3
 JB1998:UTM  16      -  EDWARDSVILLE KETTLE R TREAT TK           003 25 08.7
 JB1998:UTM  15      -  EDWARDSVILLE KETTLE R TREAT TK           359 39 55.9
 JB1998
 JB1998|---------------------------------------------------------------------|
 JB1998| PID    Reference Object                     Distance      Geod. Az  |
 JB1998|                                                           dddmmss.s |
 JB1998| JB2003 EDWARDSVILLE KETTLE R TREAT TK      APPROX. 9.0 KM 0013412.0 |
 JB1998| JB2001 EDWARDSVILLE MUNICIPAL TANK         APPROX.11.6 KM 0015621.6 |
 JB1998| JB2002 EDWARDSVILLE RICHARDS CO STK        APPROX.12.3 KM 0040645.0 |
 JB1998| JB1988 OFALLON INDEP ENGINEER CO TK        APPROX.13.5 KM 1572321.5 |
 JB1998| JB1989 SHILOH METHODIST CHURCH SPIRE       APPROX.16.4 KM 1620809.2 |
 JB1998| JB1983 OFALLON ST CLAIRS CATH CH           APPROX.12.7 KM 1632043.5 |
 JB1998| JB1995 MINE NO 17 STACK                    APPROX. 7.3 KM 1950709.0 |
 JB1998| CI4148 COLLINSVILLE RM 1                    30.925 METERS 19708     |
 JB1998| JB1996 COLLINSVILLE SMELTING CO S STK      APPROX. 1.0 KM 1974129.3 |
 JB1998| JB1997 COLLINSVILLE SMELTING CO N STK      APPROX. 0.9 KM 1981858.4 |
 JB1998| JB1992 COLLINSVILLE MUNICIPAL TANK         APPROX. 4.3 KM 2180119.0 |
 JB1998| JB1993 COLLINSVILLE ST PETER PAUL CH       APPROX. 4.0 KM 2192809.4 |
 JB1998| CI4147 COLLINSVILLE AZ MK                                 2824949.7 |
 JB1998| CI4149 COLLINSVILLE RM 2                    41.319 METERS 28250     |
 JB1998|---------------------------------------------------------------------|
 JB1998
 JB1998                          SUPERSEDED SURVEY CONTROL
 JB1998
 JB1998  NAD 83(1986)-  38 41 59.65849(N)    089 57 20.81660(W) AD(       ) 1
 JB1998  NAD 27      -  38 41 59.48513(N)    089 57 20.44981(W) AD(       ) 1
 JB1998
 JB1998.Superseded values are not recommended for survey control.
 JB1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1998.See file dsdata.txt to determine how the superseded data were derived.
 JB1998
 JB1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4295187623(NAD 83)
 JB1998_MARKER: DS = TRIANGULATION STATION DISK
 JB1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1998
 JB1998  HISTORY     - Date     Condition        Report By
 JB1998  HISTORY     - 1934     MONUMENTED       CGS
 JB1998  HISTORY     - 1971     GOOD             NGS
 JB1998
 JB1998                          STATION DESCRIPTION
 JB1998
 JB1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JB1998'ABOUT 2 MILES NORTHEAST OF COLLINSVILLE, ON THE SUMMIT OF A SMALL
 JB1998'HILL AND IN THE YARD OF A
 JB1998'SMALL BUNGALOW OWNED BY JOHN ADAMS, 54 FEET NORTH OF
 JB1998'THE NORTHWEST CORNER OF THE
 JB1998'HOUSE, 63 FEET NORTHWEST OF NORTHEAST
 JB1998'CORNER OF HOUSE, 47 FEET SOUTH OF THE CENTER
 JB1998'LINE OF AN EAST-WEST
 JB1998'ROAD, AND IS SET FLUSH.
 JB1998'
 JB1998'TO REACH STATION FROM ST PETER AND PAUL CATHOLIC CHURCH IN
 JB1998'COLLINSVILLE, GO
 JB1998'NORTHEAST ON U S HIGHWAY 40, 2.6 MILES TO A
 JB1998'CROSSROADS WITH A LUNCH-ROOM IN THE
 JB1998'SOUTHEAST ANGLE, TURN EAST, GO
 JB1998'0.25 MILE, TURN SOUTH, GO 0.1 MILE, TURN EAST AND GO
 JB1998'250 FEET TO THE
 JB1998'STATION ON TOP OF THE HILL.
 JB1998'
 JB1998'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, AT THE
 JB1998'NORTHWEST CORNER
 JB1998'OF THE GARAGE, 163.04 FEET SOUTHEAST OF REFERENCE
 JB1998'MARK NO 2 AND PROJECTS 5 INCHES.
 JB1998'REFERENCE MARK NO 2 IS
 JB1998'WEST-NORTHWEST OF THE STATION, 15 FEET SOUTH OF THE
 JB1998'EAST-WEST ROAD,
 JB1998'115 FEET EAST OF NORTH-SOUTH ROAD, AND PROJECTS 4 INCHES.
 JB1998'
 JB1998'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, IN THE SOUTH
 JB1998'RIGHT-OF-WAY FENCE
 JB1998'OF AN EAST-WEST ROAD, 10 FEET NORTHEAST OF A
 JB1998'DRIVEWAY LEADING INTO ADAMS FARM
 JB1998'BUILDINGS, 5 FEET EAST OF THE
 JB1998'DRIVEWAY GATE, IN LINE WITH THE EAST SIDE OF A
 JB1998'HOUSE ACROSS THE ROAD,
 JB1998'AND PROJECTS 5 INCHES.
 JB1998
 JB1998                          STATION RECOVERY (1971)
 JB1998
 JB1998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1998'ALL MARKS WERE FOUND IN WHAT APPEARS TO BE GOOD CONDITION.  THE
 JB1998'DISTANCE TO
 JB1998'REFERENCE MARK 1 WAS FOUND TO BE IN ERROR BY 0.37 OF A
 JB1998'FOOT.  THE DISTANCE TO
 JB1998'REFERENCE MARK 2 FOUND TO BE IN ERROR BY 0.32
 JB1998'OF A FOOT.  THE DISTANCE BETWEEN THE
 JB1998'REFERENCE MARKS FAILED TO CHECK
 JB1998'BY 0.18 OF A FOOT.  THE DIRECTION BETWEEN THE REFERENCE
 JB1998'MARKS FAILED TO
 JB1998'CHECK BY 5 MINUTES AND 51 SECONDS.  ACCORDING TO THE PROPERTY
 JB1998'OWNER THESE MARKS
 JB1998'HAVE NOT BEEN DISTURBED IN THE 18 YEARS THAT HE HAS
 JB1998'OWNED THE PROPERTY AND THE ERRORS
 JB1998'ARE THOUGHT TO BE IN THE ORIGINAL
 JB1998'WORK.  A NEW DESCRIPTION FOLLOWS- THE AZIMUTH MARK
 JB1998'IS OBSTRUCTED BY
 JB1998'TREES AND THERE WERE NO OBJECTS VISIBLE FROM WHICH TO SET A NEW
 JB1998'AZIMUTH MARK FROM
 JB1998'NOR A SPOT AVAILABLE TO SET ONE HAD THERE OF BEEN.
 JB1998'
 JB1998'THE STATION IS ON THE SUMMIT OF A SMALL HILL IN THE FRONT YARD OF
 JB1998'HOUSE AND PROPERTY
 JB1998'OWNED BY MR LEWIS CLONE SR, 47 FEET SOUTH OF
 JB1998'CENTERLINE OF ROAD, 63 FEET NORTHWEST
 JB1998'OF THE NORTHWEST CORNER OF
 JB1998'HOUSE, 12 FEET EAST OF THE CENTERLINE OF DRIVEWAY, 18
 JB1998'FEET SOUTHWEST OF
 JB1998'A 30 INCH OAK TREE AND 27 FEET EAST OF A 30 INCH SYCAMORE TREE.
 JB1998'THE MONUMENT IS FLUSH
 JB1998'AND THE DISK IS STAMPED COLLINSVILLE 1934.
 JB1998'
 JB1998'TO REACH THE STATION FROM THE ST PETER AND PAUL CATHOLIC CHURCH IN
 JB1998'COLLINSVILLE, GO
 JB1998'NORTHEAST ON U S HIGHWAY 40 (BUSINESS) FOR 2.8 MILES
 JB1998'TO A CROSSROAD (E COUNTY LN).  TURN
 JB1998'RIGHT ON E COUNTY LN AND GO SOUTH
 JB1998'FOR ABOUT 200 FEET TO A ROAD RIGHT.  TURN RIGHT AND GO
 JB1998'SOUTH FOR 0.1
 JB1998'MILE TO A ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED.  GO LEFT ON
 JB1998'THE ROAD FOR 0.2
 JB1998'MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR ABOUT
 JB1998'200 FEET TO A ROAD LEFT.  TURN LEFT
 JB1998'AND GO EAST FOR ABOUT 250 FEET TO
 JB1998'THE STAITON ON THE RIGHT.
 JB1998'
 JB1998'REFERENCE MARK 1 IS 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF A
 JB1998'GARAGE, 13 FEET
 JB1998'EAST OF A 20 INCH PEAR TREE, 7 FEET WEST OF
 JB1998'CENTERLINE OF DRIVEWAY AND 37 FEET
 JB1998'WEST OF THE SOUTHWEST CORNER OF
 JB1998'THE HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JB1998'COLLINSVILLE NO 1 1934.
 JB1998'
 JB1998'REFERENCE MARK 2 IS 15 FEET SOUTH OF THE CENTERLINE OF ROAD, 115 FEET
 JB1998'EAST OF THE
 JB1998'CENTERLINE OF ROAD AND AT THE NORTH EDGE OF A CULTIVATED
 JB1998'FIELD.  THE MONUMENT PROJECTS
 JB1998'2 INCHES AND THE DISK IS STAMPED
 JB1998'COLLINSVILLE NO 2 1934.
 JB1998'
 JB1998'THE AZIMUTH MARK IS 18 FEET SOUTH OF CENTERLINE OF PAVED ROAD, 10
 JB1998'FEET EAST OF
 JB1998'CENTERLINE OF DRIVEWAY, 6 FEET NORTH OF A I4 INCH TREE
 JB1998'AND ABOUT 75 FEET EAST OF
 JB1998'CENTERLINE OF ROAD.  THE MONUMENT PROJECTS
 JB1998'8 INCHES AND THE DISK IS STAMPED
 JB1998'COLLINSVILLE AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1994 ***********************************************************************
 JB1994  DESIGNATION -  COLLINSVILLE BAPTIST CH SPIRE
 JB1994  PID         -  JB1994
 JB1994  STATE/COUNTY-  IL/MADISON
 JB1994  USGS QUAD   -  COLLINSVILLE (1991)
 JB1994
 JB1994                         *CURRENT SURVEY CONTROL
 JB1994  ___________________________________________________________________
 JB1994* NAD 83(1997)-  38 40 11.52618(N)    089 59 27.32560(W)     ADJUSTED  
 JB1994* NAVD 88     -                                                        
 JB1994  ___________________________________________________________________
 JB1994  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JB1994  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JB1994
 JB1994  HORZ ORDER  -  THIRD
 JB1994
 JB1994.The horizontal coordinates were established by classical geodetic methods
 JB1994.and adjusted by the National Geodetic Survey in October 1999..
 JB1994
 JB1994
 JB1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1994
 JB1994.The geoid height was determined by GEOID03.
 JB1994
 JB1994;                    North         East     Units Scale Factor Converg.
 JB1994;SPC IL W     -   222,337.413   715,293.571   MT  0.99994406   +0 06 35.3
 JB1994;SPC IL W     -   729,452.00  2,346,758.99   sFT  0.99994406   +0 06 35.3
 JB1994;SPC MO E     -   314,907.529   294,300.811   MT  0.99995749   +0 19 05.1
 JB1994;UTM  16      - 4,284,388.449   239,785.316   MT  1.00043391   -1 52 11.5
 JB1994;UTM  15      - 4,284,440.176   761,794.293   MT  1.00044407   +1 52 52.4
 JB1994
 JB1994                          SUPERSEDED SURVEY CONTROL
 JB1994
 JB1994  NAD 83(1986)-  38 40 11.54243(N)    089 59 27.31894(W) AD(       ) 4
 JB1994  NAD 27      -  38 40 11.37000(N)    089 59 26.95000(W) AD(       ) 3
 JB1994
 JB1994.Superseded values are not recommended for survey control.
 JB1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1994.See file dsdata.txt to determine how the superseded data were derived.
 JB1994
 JB1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH3978584388(NAD 83)
 JB1994_MARKER: 90 = CHURCH SPIRE
 JB1994
 JB1994  HISTORY     - Date     Condition        Report By
 JB1994  HISTORY     - 1871     FIRST OBSERVED   CGS
 JB1994
 JB1994                          STATION DESCRIPTION
 JB1994
 JB1994'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1992 ***********************************************************************
 JB1992  DESIGNATION -  COLLINSVILLE MUNICIPAL TANK
 JB1992  PID         -  JB1992
 JB1992  STATE/COUNTY-  IL/MADISON
 JB1992  USGS QUAD   -  COLLINSVILLE (1991)
 JB1992
 JB1992                         *CURRENT SURVEY CONTROL
 JB1992  ___________________________________________________________________
 JB1992* NAD 83(1997)-  38 40 08.88794(N)    089 59 11.27188(W)     ADJUSTED  
 JB1992* NAVD 88     -                                                        
 JB1992  ___________________________________________________________________
 JB1992  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 JB1992  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JB1992
 JB1992  HORZ ORDER  -  THIRD
 JB1992
 JB1992.The horizontal coordinates were established by classical geodetic methods
 JB1992.and adjusted by the National Geodetic Survey in October 1999..
 JB1992
 JB1992
 JB1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1992
 JB1992.The geoid height was determined by GEOID03.
 JB1992
 JB1992;                    North         East     Units Scale Factor Converg.
 JB1992;SPC IL W     -   222,256.818   715,681.796   MT  0.99994420   +0 06 45.3
 JB1992;SPC IL W     -   729,187.58  2,348,032.69   sFT  0.99994420   +0 06 45.3
 JB1992;UTM  16      - 4,284,294.446   240,170.713   MT  1.00043145   -1 52 01.4
 JB1992;UTM  15      - 4,284,371.586   762,185.020   MT  1.00044659   +1 53 02.4
 JB1992
 JB1992                          SUPERSEDED SURVEY CONTROL
 JB1992
 JB1992  NAD 83(1986)-  38 40 08.90370(N)    089 59 11.26482(W) AD(       ) 4
 JB1992  NAD 27      -  38 40 08.72600(N)    089 59 10.89400(W) AD(       ) 3
 JB1992
 JB1992.Superseded values are not recommended for survey control.
 JB1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1992.See file dsdata.txt to determine how the superseded data were derived.
 JB1992
 JB1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4017184294(NAD 83)
 JB1992_MARKER: 53 = ELEVATED TANK
 JB1992
 JB1992  HISTORY     - Date     Condition        Report By
 JB1992  HISTORY     - 1934     FIRST OBSERVED   CGS
 JB1992  HISTORY     - 1959     GOOD             CGS
 JB1992
 JB1992                          STATION DESCRIPTION
 JB1992
 JB1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJB)
 JB1992'NO PRIOR DESCRIPTION.  RECOVERED IN GOOD CONDITION.
 JB1992'
 JB1992'LOCATED IN THE TOWN OF COLLINSVILLE, THE ELEVATED WATER TANK OF THE
 JB1992'MUNICIPAL WATER
 JB1992'SUPPLY, ON THE NORTHERLY SIDE OF CHURCH STREET
 JB1992'BETWEEN CENTER AND SOUTH CLINTON
 JB1992'STREETS, AND IN BACK OF THE CITY
 JB1992'HALL AND FIRE STATION.  IT IS A SILVER PAINTED,
 JB1992'STEEL TANK WITH
 JB1992'CONICAL ROOF AND HEMISPHERICAL BOTTON.
 JB1992'
 JB1992'THE TANK WAS ERECTED PRIOR TO 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1996 ***********************************************************************
 JB1996  DESIGNATION -  COLLINSVILLE SMELTING CO S STK
 JB1996  PID         -  JB1996
 JB1996  STATE/COUNTY-  IL/MADISON
 JB1996  USGS QUAD   -  COLLINSVILLE (1991)
 JB1996
 JB1996                         *CURRENT SURVEY CONTROL
 JB1996  ___________________________________________________________________
 JB1996* NAD 83(1997)-  38 41 29.83160(N)    089 57 32.95690(W)     ADJUSTED  
 JB1996* NAVD 88     -                                                        
 JB1996  ___________________________________________________________________
 JB1996  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JB1996  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JB1996
 JB1996  HORZ ORDER  -  THIRD
 JB1996
 JB1996.The horizontal coordinates were established by classical geodetic methods
 JB1996.and adjusted by the National Geodetic Survey in October 1999..
 JB1996
 JB1996
 JB1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1996
 JB1996.The geoid height was determined by GEOID03.
 JB1996
 JB1996;                    North         East     Units Scale Factor Converg.
 JB1996;SPC IL W     -   224,757.673   718,052.731   MT  0.99994519   +0 07 47.0
 JB1996;SPC IL W     -   737,392.47  2,355,811.33   sFT  0.99994519   +0 07 47.0
 JB1996;UTM  16      - 4,286,713.043   242,627.820   MT  1.00041579   -1 51 03.1
 JB1996;UTM  15      - 4,286,945.864   764,478.663   MT  1.00046147   +1 54 07.3
 JB1996
 JB1996                          SUPERSEDED SURVEY CONTROL
 JB1996
 JB1996  NAD 83(1986)-  38 41 29.84761(N)    089 57 32.94966(W) AD(       ) 4
 JB1996  NAD 27      -  38 41 29.67300(N)    089 57 32.58200(W) AD(       ) 3
 JB1996
 JB1996.Superseded values are not recommended for survey control.
 JB1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1996.See file dsdata.txt to determine how the superseded data were derived.
 JB1996
 JB1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4262886713(NAD 83)
 JB1996_MARKER: 63 = STACK
 JB1996
 JB1996  HISTORY     - Date     Condition        Report By
 JB1996  HISTORY     - 1934     FIRST OBSERVED   ILHD
 JB1996
 JB1996                          STATION DESCRIPTION
 JB1996
 JB1996'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1997 ***********************************************************************
 JB1997  DESIGNATION -  COLLINSVILLE SMELTING CO N STK
 JB1997  PID         -  JB1997
 JB1997  STATE/COUNTY-  IL/MADISON
 JB1997  USGS QUAD   -  COLLINSVILLE (1991)
 JB1997
 JB1997                         *CURRENT SURVEY CONTROL
 JB1997  ___________________________________________________________________
 JB1997* NAD 83(1997)-  38 41 31.02062(N)    089 57 32.91331(W)     ADJUSTED  
 JB1997* NAVD 88     -                                                        
 JB1997  ___________________________________________________________________
 JB1997  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 JB1997  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JB1997
 JB1997  HORZ ORDER  -  THIRD
 JB1997
 JB1997.The horizontal coordinates were established by classical geodetic methods
 JB1997.and adjusted by the National Geodetic Survey in October 1999..
 JB1997
 JB1997
 JB1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1997
 JB1997.The geoid height was determined by GEOID03.
 JB1997
 JB1997;                    North         East     Units Scale Factor Converg.
 JB1997;SPC IL W     -   224,794.338   718,053.701   MT  0.99994519   +0 07 47.0
 JB1997;SPC IL W     -   737,512.76  2,355,814.52   sFT  0.99994519   +0 07 47.0
 JB1997;UTM  16      - 4,286,749.670   242,630.058   MT  1.00041577   -1 51 03.1
 JB1997;UTM  15      - 4,286,982.561   764,478.499   MT  1.00046147   +1 54 07.3
 JB1997
 JB1997                          SUPERSEDED SURVEY CONTROL
 JB1997
 JB1997  NAD 83(1986)-  38 41 31.03624(N)    089 57 32.90625(W) AD(       ) 4
 JB1997  NAD 27      -  38 41 30.86200(N)    089 57 32.53900(W) AD(       ) 3
 JB1997
 JB1997.Superseded values are not recommended for survey control.
 JB1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1997.See file dsdata.txt to determine how the superseded data were derived.
 JB1997
 JB1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4263086750(NAD 83)
 JB1997_MARKER: 63 = STACK
 JB1997
 JB1997  HISTORY     - Date     Condition        Report By
 JB1997  HISTORY     - 1934     FIRST OBSERVED   CGS
 JB1997
 JB1997                          STATION DESCRIPTION
 JB1997
 JB1997'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0128 ***********************************************************************
 MG0128  DESIGNATION -  COLONA
 MG0128  PID         -  MG0128
 MG0128  STATE/COUNTY-  IL/HENRY
 MG0128  USGS QUAD   -  GREEN ROCK (1992)
 MG0128
 MG0128                         *CURRENT SURVEY CONTROL
 MG0128  ___________________________________________________________________
 MG0128* NAD 83(1997)-  41 26 07.10661(N)    090 19 09.68658(W)     ADJUSTED  
 MG0128* NAVD 88     -       216.502  (meters)     710.31   (feet)  ADJUSTED  
 MG0128  ___________________________________________________________________
 MG0128  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 MG0128  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0128  DYNAMIC HT  -         216.417 (meters)     710.03  (feet)  COMP
 MG0128  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MG0128
 MG0128  HORZ ORDER  -  SECOND
 MG0128  VERT ORDER  -  SECOND    CLASS 0
 MG0128
 MG0128.The horizontal coordinates were established by classical geodetic methods
 MG0128.and adjusted by the National Geodetic Survey in October 1999..
 MG0128
 MG0128.The orthometric height was determined by differential leveling
 MG0128.and adjusted by the National Geodetic Survey in June 1991..
 MG0128
 MG0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0128
 MG0128.The geoid height was determined by GEOID03.
 MG0128
 MG0128.The dynamic height is computed by dividing the NAVD 88
 MG0128.geopotential number by the normal gravity value computed on the
 MG0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0128.degrees latitude (g = 980.6199 gals.).
 MG0128
 MG0128.The modeled gravity was interpolated from observed gravity values.
 MG0128
 MG0128;                    North         East     Units Scale Factor Converg.
 MG0128;SPC IL W     -   529,378.355   687,238.979   MT  0.99994318   -0 06 03.8
 MG0128;SPC IL W     - 1,736,802.15  2,254,716.55   sFT  0.99994318   -0 06 03.8
 MG0128;UTM  15      - 4,590,550.701   723,966.661   MT  1.00021735   +1 46 29.0
 MG0128
 MG0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0128!SPC IL W     -   0.99997119  x   0.99994318  =   0.99991437
 MG0128!UTM  15      -   0.99997119  x   1.00021735  =   1.00018854
 MG0128
 MG0128|---------------------------------------------------------------------|
 MG0128| PID    Reference Object                     Distance      Geod. Az  |
 MG0128|                                                           dddmmss.s |
 MG0128| MG0129 COLONA RM 1                          18.156 METERS 09151     |
 MG0128| MG0126 COLONA AZ MK                                       1780757.2 |
 MG0128| MG0127 COLONA RM 2                          17.442 METERS 18114     |
 MG0128| MG0713 ORION TV STATION WHBF TOWER         APPROX.13.0 KM 2024635.2 |
 MG0128|---------------------------------------------------------------------|
 MG0128
 MG0128                          SUPERSEDED SURVEY CONTROL
 MG0128
 MG0128  NAD 83(1997)-  41 26 07.10660(N)    090 19 09.68657(W) AD(       ) 2
 MG0128  NAD 83(1986)-  41 26 07.10980(N)    090 19 09.69628(W) AD(       ) 2
 MG0128  NAD 27      -  41 26 06.98390(N)    090 19 09.24880(W) AD(       ) 2
 MG0128  NGVD 29 (??/??/92)  216.581  (m)          710.57   (f) ADJ UNCH    2 0
 MG0128
 MG0128.Superseded values are not recommended for survey control.
 MG0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0128.See file dsdata.txt to determine how the superseded data were derived.
 MG0128
 MG0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2396790551(NAD 83)
 MG0128_MARKER: DS = TRIANGULATION STATION DISK
 MG0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0128_STAMPING: COLONA 1959
 MG0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0128+STABILITY: SURFACE MOTION
 MG0128
 MG0128  HISTORY     - Date     Condition        Report By
 MG0128  HISTORY     - 1959     MONUMENTED       CGS
 MG0128  HISTORY     - 1959     GOOD             CGS
 MG0128  HISTORY     - 19880401 MARK NOT FOUND   USPSQD
 MG0128
 MG0128                          STATION DESCRIPTION
 MG0128
 MG0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0128'THE STATION IS LOCATED ABOUT 8.5 MILES WEST-SOUTHWEST OF
 MG0128'GENESEO AND ABOUT 3.5 MILES SOUTH-SOUTHEAST OF COLONA.
 MG0128'
 MG0128'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6
 MG0128'AND SOUTH STATE STREET IN GENESEO, GO WEST ON U.S. HIGHWAY
 MG0128'6 FOR 9.4 MILES TO A CROSS ROAD AT SIGN OSCO 9, TURN LEFT
 MG0128'ON SURFACED ROAD FOR 1.4 MILES TO A WHITE BOARD GATE ON THE
 MG0128'RIGHT AND THE STATION.
 MG0128'
 MG0128'STATION MARK, A STANDARD DISK STAMPED COLONA 1959, IS SET
 MG0128'IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MG0128'THE MARK IS 30 FEET WEST OF THE CENTER LINE OF THE SURFACED
 MG0128'ROAD, 4.2 FEET SOUTH OF THE SOUTH END OF THE BOARD GATE
 MG0128'AND 2.6 FEET EAST OF A FENCE LINE AND A WITNESS POST.
 MG0128'
 MG0128'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED COLONA NO.
 MG0128'1 1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0128'3 INCHES.  THE MARK IS 29 FEET EAST OF THE CENTER LINE OF THE
 MG0128'SURFACED ROAD, 25.5 FEET NORTH OF A TELEPHONE POLE AND 1.4
 MG0128'FEET WEST OF A FENCE LINE.
 MG0128'
 MG0128'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED COLONA NO.
 MG0128'2 1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0128'3 INCHES.  THE MARK IS 32 FEET WEST OF THE CENTER LINE OF THE
 MG0128'SURFACED ROAD AND 1 FOOT EAST OF A FENCE LINE.
 MG0128'
 MG0128'AZIMUTH MARK, A STANDARD DISK STAMPED COLONA 1959, IS SET IN A
 MG0128'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  THE MARK
 MG0128'IS 31.5 FEET EAST OF THE CENTER LINE OF THE SURFACED ROAD
 MG0128'AND IS ABOUT 12 FEET HIGHER THAN THE ROAD, 15 FEET NORTH OF A
 MG0128'LANE GATE AND A FENCE CORNER AND 1.5 FEET WEST OF A FENCE
 MG0128'LINE AND A WITNESS POST.
 MG0128'
 MG0128'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MG0128'SURFACED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MG0128
 MG0128                          STATION RECOVERY (1959)
 MG0128
 MG0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MG0128'2.7 MI S FROM GREEN RIVER.
 MG0128'ABOUT 1.3 MILES SOUTH ALONG A CONCRETE PAVED ROAD FROM THE
 MG0128'METHODIST CHURCH AT GREEN RIVER, THENCE 1.4 MILES SOUTH ALONG A
 MG0128'CONCRETE PAVED ROAD, 31 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MG0128'2.4 FEET EAST OF FENCE LINE, 3.3 FEET SOUTH OF THE SOUTH END
 MG0128'OF A WHITE BOARD GATE, 2.6 FEET EAST-NORTHEAST OF A METAL WITNESS
 MG0128'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 MG0128'A CONCRETE POST PROJECTING 3 INCHES.
 MG0128
 MG0128                          STATION RECOVERY (1988)
 MG0128
 MG0128'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0126 ***********************************************************************
 MG0126  DESIGNATION -  COLONA AZ MK
 MG0126  PID         -  MG0126
 MG0126  STATE/COUNTY-  IL/HENRY
 MG0126  USGS QUAD   -  GREEN ROCK (1992)
 MG0126
 MG0126                         *CURRENT SURVEY CONTROL
 MG0126  ___________________________________________________________________
 MG0126* NAD 83(1986)-  41 25 42.     (N)    090 19 07.     (W)     SCALED    
 MG0126* NAVD 88     -       217.353  (meters)     713.10   (feet)  ADJUSTED  
 MG0126  ___________________________________________________________________
 MG0126  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0126  DYNAMIC HT  -         217.268 (meters)     712.82  (feet)  COMP
 MG0126  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 MG0126
 MG0126  VERT ORDER  -  SECOND    CLASS 0
 MG0126
 MG0126.The horizontal coordinates were scaled from a topographic map and have
 MG0126.an estimated accuracy of +/- 6 seconds.
 MG0126
 MG0126.The orthometric height was determined by differential leveling
 MG0126.and adjusted by the National Geodetic Survey in June 1991..
 MG0126
 MG0126.The geoid height was determined by GEOID03.
 MG0126
 MG0126.The dynamic height is computed by dividing the NAVD 88
 MG0126.geopotential number by the normal gravity value computed on the
 MG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0126.degrees latitude (g = 980.6199 gals.).
 MG0126
 MG0126.The modeled gravity was interpolated from observed gravity values.
 MG0126
 MG0126;                    North         East    Units  Estimated Accuracy
 MG0126;SPC IL W     -   528,600.      687,300.      MT  (+/- 180 meters Scaled)
 MG0126
 MG0126                          SUPERSEDED SURVEY CONTROL
 MG0126
 MG0126  NGVD 29 (??/??/92)  217.432  (m)          713.36   (f) ADJ UNCH    2 0
 MG0126
 MG0126.Superseded values are not recommended for survey control.
 MG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0126.See file dsdata.txt to determine how the superseded data were derived.
 MG0126
 MG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF240897(NAD 83)
 MG0126_MARKER: DZ = AZIMUTH MARK DISK
 MG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0126_STAMPING: COLONA 1959
 MG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0126+STABILITY: SURFACE MOTION
 MG0126
 MG0126  HISTORY     - Date     Condition        Report By
 MG0126  HISTORY     - 1959     MONUMENTED       CGS
 MG0126  HISTORY     - 19960715 GOOD             USPSQD
 MG0126  HISTORY     - 20011015 GOOD             USPSQD
 MG0126  HISTORY     - 20040630 GOOD             USPSQD
 MG0126
 MG0126                          STATION DESCRIPTION
 MG0126
 MG0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0126'3 MI S FROM GREEN RIVER.
 MG0126'ABOUT 1.3 MILES SOUTH ALONG A CONCRETE PAVED ROAD FROM THE
 MG0126'METHODIST CHURCH AT GREEN RIVER, THENCE 1.75 MILES SOUTH ALONG A
 MG0126'CONCRETE PAVED ROAD, ABOUT 0.2 MILES NORTH OF AN OILED ROAD
 MG0126'CROSSING, ON THE TOP OF A CUT EAST OF THE ROAD, 32 FEET EAST
 MG0126'OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH OF A T-FENCE CORNER,
 MG0126'61 FEET NORTH OF A POWER POLE, 2 FEET WEST OF FENCE LINE, 1.7
 MG0126'FEET WEST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL
 MG0126'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MG0126
 MG0126                          STATION RECOVERY (1996)
 MG0126
 MG0126'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0126'RECOVERED IN GOOD CONDITION.
 MG0126
 MG0126                          STATION RECOVERY (2001)
 MG0126
 MG0126'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0126'RECOVERED IN GOOD CONDITION.
 MG0126
 MG0126                          STATION RECOVERY (2004)
 MG0126
 MG0126'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 MG0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0129 ***********************************************************************
 MG0129  DESIGNATION -  COLONA RM 1
 MG0129  PID         -  MG0129
 MG0129  STATE/COUNTY-  IL/HENRY
 MG0129  USGS QUAD   -  GREEN ROCK (1992)
 MG0129
 MG0129                         *CURRENT SURVEY CONTROL
 MG0129  ___________________________________________________________________
 MG0129* NAD 83(1986)-  41 26 06.     (N)    090 19 09.     (W)     SCALED    
 MG0129* NAVD 88     -       215.778  (meters)     707.93   (feet)  ADJUSTED  
 MG0129  ___________________________________________________________________
 MG0129  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0129  DYNAMIC HT  -         215.694 (meters)     707.66  (feet)  COMP
 MG0129  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MG0129
 MG0129  VERT ORDER  -  SECOND    CLASS 0
 MG0129
 MG0129.The horizontal coordinates were scaled from a topographic map and have
 MG0129.an estimated accuracy of +/- 6 seconds.
 MG0129
 MG0129.The orthometric height was determined by differential leveling
 MG0129.and adjusted by the National Geodetic Survey in June 1991..
 MG0129
 MG0129.The geoid height was determined by GEOID03.
 MG0129
 MG0129.The dynamic height is computed by dividing the NAVD 88
 MG0129.geopotential number by the normal gravity value computed on the
 MG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0129.degrees latitude (g = 980.6199 gals.).
 MG0129
 MG0129.The modeled gravity was interpolated from observed gravity values.
 MG0129
 MG0129;                    North         East    Units  Estimated Accuracy
 MG0129;SPC IL W     -   529,340.      687,260.      MT  (+/- 180 meters Scaled)
 MG0129
 MG0129                          SUPERSEDED SURVEY CONTROL
 MG0129
 MG0129  NGVD 29 (??/??/92)  215.857  (m)          708.19   (f) ADJ UNCH    2 0
 MG0129
 MG0129.Superseded values are not recommended for survey control.
 MG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0129.See file dsdata.txt to determine how the superseded data were derived.
 MG0129
 MG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF239905(NAD 83)
 MG0129_MARKER: DR = REFERENCE MARK DISK
 MG0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0129_STAMPING: COLONA NO 1 1959
 MG0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0129+STABILITY: SURFACE MOTION
 MG0129
 MG0129  HISTORY     - Date     Condition        Report By
 MG0129  HISTORY     - 1959     MONUMENTED       CGS
 MG0129  HISTORY     - 19960715 GOOD             USPSQD
 MG0129  HISTORY     - 20011015 GOOD             USPSQD
 MG0129  HISTORY     - 20040630 POOR             USPSQD
 MG0129
 MG0129                          STATION DESCRIPTION
 MG0129
 MG0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0129'2.7 MI S FROM GREEN RIVER.
 MG0129'ABOUT 1.3 MILES SOUTH ALONG A CONCRETE PAVED ROAD FROM THE
 MG0129'METHODIST CHURCH AT GREEN RIVER, THENCE 1.4 MILES SOUTH ALONG A
 MG0129'CONCRETE PAVED ROAD, 29 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MG0129'1.5 FEET WEST OF FENCE LINE, 62 FEET EAST-SOUTHEAST OF THE SOUTH
 MG0129'END OF A WHITE BOARD GATE, 59.6 FEET EAST-SOUTHEAST OF TRIANGULATION
 MG0129'STATION COLONA, 61.9 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 MG0129'ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 MG0129'PROJECTING 2 INCHES.
 MG0129
 MG0129                          STATION RECOVERY (1996)
 MG0129
 MG0129'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0129'RECOVERED IN GOOD CONDITION.
 MG0129
 MG0129                          STATION RECOVERY (2001)
 MG0129
 MG0129'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0129'STATION COLONA MONUMENT WITH PIN INTACT LOCATED. DISC MISSING.
 MG0129' MG0128 PROBABLY
 MG0129
 MG0129                          STATION RECOVERY (2004)
 MG0129
 MG0129'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 MG0129'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0127 ***********************************************************************
 MG0127  DESIGNATION -  COLONA RM 2
 MG0127  PID         -  MG0127
 MG0127  STATE/COUNTY-  IL/HENRY
 MG0127  USGS QUAD   -  GREEN ROCK (1992)
 MG0127
 MG0127                         *CURRENT SURVEY CONTROL
 MG0127  ___________________________________________________________________
 MG0127* NAD 83(1986)-  41 26 06.     (N)    090 19 09.     (W)     SCALED    
 MG0127* NAVD 88     -       216.557  (meters)     710.49   (feet)  ADJUSTED  
 MG0127  ___________________________________________________________________
 MG0127  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MG0127  DYNAMIC HT  -         216.472 (meters)     710.21  (feet)  COMP
 MG0127  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MG0127
 MG0127  VERT ORDER  -  SECOND    CLASS 0
 MG0127
 MG0127.The horizontal coordinates were scaled from a topographic map and have
 MG0127.an estimated accuracy of +/- 6 seconds.
 MG0127
 MG0127.The orthometric height was determined by differential leveling
 MG0127.and adjusted by the National Geodetic Survey in June 1991..
 MG0127
 MG0127.The geoid height was determined by GEOID03.
 MG0127
 MG0127.The dynamic height is computed by dividing the NAVD 88
 MG0127.geopotential number by the normal gravity value computed on the
 MG0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0127.degrees latitude (g = 980.6199 gals.).
 MG0127
 MG0127.The modeled gravity was interpolated from observed gravity values.
 MG0127
 MG0127;                    North         East    Units  Estimated Accuracy
 MG0127;SPC IL W     -   529,340.      687,260.      MT  (+/- 180 meters Scaled)
 MG0127
 MG0127                          SUPERSEDED SURVEY CONTROL
 MG0127
 MG0127  NGVD 29 (??/??/92)  216.636  (m)          710.75   (f) ADJ UNCH    2 0
 MG0127
 MG0127.Superseded values are not recommended for survey control.
 MG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0127.See file dsdata.txt to determine how the superseded data were derived.
 MG0127
 MG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF239905(NAD 83)
 MG0127_MARKER: DR = REFERENCE MARK DISK
 MG0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0127_STAMPING: COLONA NO 2 1959
 MG0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0127+STABILITY: SURFACE MOTION
 MG0127
 MG0127  HISTORY     - Date     Condition        Report By
 MG0127  HISTORY     - 1959     MONUMENTED       CGS
 MG0127  HISTORY     - 19960715 GOOD             USPSQD
 MG0127  HISTORY     - 20011015 GOOD             USPSQD
 MG0127  HISTORY     - 20040630 POOR             USPSQD
 MG0127
 MG0127                          STATION DESCRIPTION
 MG0127
 MG0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0127'2.7 MI S FROM GREEN RIVER.
 MG0127'ABOUT 1.3 MILES SOUTH ALONG A CONCRETE PAVED ROAD FROM THE
 MG0127'METHODIST CHURCH AT GREEN RIVER, THENCE 1.4 MILES SOUTH ALONG A
 MG0127'CONCRETE PAVED ROAD, 32 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MG0127'1 FOOT EAST OF FENCE LINE, 61 FEET SOUTH OF THE SOUTH END OF A
 MG0127'WHITE BOARD GATE, 57.2 FEET SOUTH OF TRIANGULATION STATION COLONA,
 MG0127'55.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 MG0127'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MG0127'2 INCHES.
 MG0127
 MG0127                          STATION RECOVERY (1996)
 MG0127
 MG0127'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0127'RECOVERED IN GOOD CONDITION.
 MG0127
 MG0127                          STATION RECOVERY (2001)
 MG0127
 MG0127'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0127'RECOVERED IN GOOD CONDITION.
 MG0127
 MG0127                          STATION RECOVERY (2004)
 MG0127
 MG0127'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 MG0127'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9189 ***********************************************************************
 DE9189  DESIGNATION -  COLUMBIA
 DE9189  PID         -  DE9189
 DE9189  STATE/COUNTY-  IL/MONROE
 DE9189  USGS QUAD   -  COLUMBIA (1991)
 DE9189
 DE9189                         *CURRENT SURVEY CONTROL
 DE9189  ___________________________________________________________________
 DE9189* NAD 83(1997)-  38 28 22.63664(N)    090 13 28.04708(W)     ADJUSTED  
 DE9189* NAVD 88     -       126.3    (meters)     414.     (feet)  GPS OBS   
 DE9189  ___________________________________________________________________
 DE9189  X           -     -19,587.613 (meters)                     COMP
 DE9189  Y           -  -4,999,974.224 (meters)                     COMP
 DE9189  Z           -   3,946,738.935 (meters)                     COMP
 DE9189  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 DE9189  ELLIP HEIGHT-          95.67  (meters)          (02/03/05) GPS OBS
 DE9189  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DE9189
 DE9189  HORZ ORDER  -  FIRST
 DE9189  ELLP ORDER  -  FOURTH    CLASS II
 DE9189
 DE9189.The horizontal coordinates were established by GPS observations
 DE9189.and adjusted by the National Geodetic Survey in January 2003..
 DE9189
 DE9189.The orthometric height was determined by GPS observations and a
 DE9189.high-resolution geoid model.
 DE9189
 DE9189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9189
 DE9189.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9189
 DE9189.The ellipsoidal height was determined by GPS observations
 DE9189.and is referenced to NAD 83.
 DE9189
 DE9189.The geoid height was determined by GEOID03.
 DE9189
 DE9189;                    North         East     Units Scale Factor Converg.
 DE9189;SPC IL W     -   200,466.757   694,957.156   MT  0.99994149   -0 02 09.4
 DE9189;SPC IL W     -   657,698.02  2,280,038.60   sFT  0.99994149   -0 02 09.4
 DE9189;UTM  15      - 4,261,942.769   742,133.475   MT  1.00032207   +1 43 39.5
 DE9189
 DE9189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9189!SPC IL W     -   0.99998499  x   0.99994149  =   0.99992648
 DE9189!UTM  15      -   0.99998499  x   1.00032207  =   1.00030705
 DE9189
 DE9189:                Primary Azimuth Mark                     Grid Az
 DE9189:SPC IL W     -  COLUMBIA AZI                             177 08 17.6
 DE9189:UTM  15      -  COLUMBIA AZI                             175 22 28.7
 DE9189
 DE9189|---------------------------------------------------------------------|
 DE9189| PID    Reference Object                     Distance      Geod. Az  |
 DE9189|                                                           dddmmss.s |
 DE9189| DE9190 COLUMBIA AZI                        APPROX. 0.8 KM 1770608.2 |
 DE9189|---------------------------------------------------------------------|
 DE9189
 DE9189                          SUPERSEDED SURVEY CONTROL
 DE9189
 DE9189  ELLIP H (01/06/03)   95.70   (m)                       GP(       ) 3 2
 DE9189
 DE9189.Superseded values are not recommended for survey control.
 DE9189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9189.See file dsdata.txt to determine how the superseded data were derived.
 DE9189
 DE9189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4213361943(NAD 83)
 DE9189_MARKER: A = ALUMINUM MARKER
 DE9189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9189_STAMPING: COLUBIA 1996
 DE9189_MARK LOGO: ILDT  
 DE9189_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9189+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 DE9189
 DE9189  HISTORY     - Date     Condition        Report By
 DE9189  HISTORY     - 1996     MONUMENTED       ILDT
 DE9189  HISTORY     - 20040106 GOOD             CHAST
 DE9189
 DE9189                          STATION DESCRIPTION
 DE9189
 DE9189'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9189'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9189'STATION IS LOCATED 2.0 MI (3.2 KM) NW OF CENTER OF COLUMBIA.  TO REACH
 DE9189'STATION FROM CENTERLINE IL ROUTE 3 AND PALMER RD NW OF COLUMBIA, GO E
 DE9189'ON RALMER RD FOR 0.15 MI (0.24 KM) TO OLD ROUTE 3, GO N ON OLD ROUTE 3
 DE9189'FOR 0.8 MI (1.3 KM) TO COLUMBIA MAINTENANCE YARD GATE ON THE LEFT, GO
 DE9189'THROUGH GATE AND CONTINUE ESE TO ASPHAULT BIN (STACKED GUARDRAIL) AND
 DE9189'STATION BEHIND SHED.  STATION IS 5.0 FEET (1.5 M) E OF FENCELINE, 13.3
 DE9189'FEET (4.1 M) ENE OF SW CORNER OF SHED, 26.0 FEET (7.9 M) S OF LIGHT
 DE9189'POLE, 2.2 FEET (0.7 M) SE OF WITNESS POST.  STATION IS FLUSH WITH
 DE9189'GROUND.
 DE9189
 DE9189                          STATION RECOVERY (2004)
 DE9189
 DE9189'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JRA)
 DE9189'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9190 ***********************************************************************
 DE9190  DESIGNATION -  COLUMBIA AZI
 DE9190  PID         -  DE9190
 DE9190  STATE/COUNTY-  IL/MONROE
 DE9190  USGS QUAD   -  COLUMBIA (1991)
 DE9190
 DE9190                         *CURRENT SURVEY CONTROL
 DE9190  ___________________________________________________________________
 DE9190* NAD 83(1997)-  38 27 57.82747(N)    090 13 26.44981(W)     ADJUSTED  
 DE9190* NAVD 88     -       132.9    (meters)     436.     (feet)  GPS OBS   
 DE9190  ___________________________________________________________________
 DE9190  X           -     -19,550.775 (meters)                     COMP
 DE9190  Y           -  -5,000,455.404 (meters)                     COMP
 DE9190  Z           -   3,946,144.062 (meters)                     COMP
 DE9190  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 DE9190  ELLIP HEIGHT-         102.22  (meters)          (02/03/05) GPS OBS
 DE9190  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 DE9190
 DE9190  HORZ ORDER  -  FIRST
 DE9190  ELLP ORDER  -  FOURTH    CLASS II
 DE9190
 DE9190.The horizontal coordinates were established by GPS observations
 DE9190.and adjusted by the National Geodetic Survey in January 2003..
 DE9190
 DE9190.The orthometric height was determined by GPS observations and a
 DE9190.high-resolution geoid model.
 DE9190
 DE9190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9190
 DE9190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9190
 DE9190.The ellipsoidal height was determined by GPS observations
 DE9190.and is referenced to NAD 83.
 DE9190
 DE9190.The geoid height was determined by GEOID03.
 DE9190
 DE9190;                    North         East     Units Scale Factor Converg.
 DE9190;SPC IL W     -   199,701.791   694,995.396   MT  0.99994148   -0 02 08.4
 DE9190;SPC IL W     -   655,188.29  2,280,164.06   sFT  0.99994148   -0 02 08.4
 DE9190;UTM  15      - 4,261,179.051   742,195.260   MT  1.00032244   +1 43 39.5
 DE9190
 DE9190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9190!SPC IL W     -   0.99998396  x   0.99994148  =   0.99992544
 DE9190!UTM  15      -   0.99998396  x   1.00032244  =   1.00030640
 DE9190
 DE9190:                Primary Azimuth Mark                     Grid Az
 DE9190:SPC IL W     -  COLUMBIA                                 357 08 17.6
 DE9190:UTM  15      -  COLUMBIA                                 355 22 29.7
 DE9190
 DE9190|---------------------------------------------------------------------|
 DE9190| PID    Reference Object                     Distance      Geod. Az  |
 DE9190|                                                           dddmmss.s |
 DE9190| DE9189 COLUMBIA                            APPROX. 0.8 KM 3570609.2 |
 DE9190|---------------------------------------------------------------------|
 DE9190
 DE9190                          SUPERSEDED SURVEY CONTROL
 DE9190
 DE9190  ELLIP H (01/06/03)  102.26   (m)                       GP(       ) 3 2
 DE9190
 DE9190.Superseded values are not recommended for survey control.
 DE9190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9190.See file dsdata.txt to determine how the superseded data were derived.
 DE9190
 DE9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4219561179(NAD 83)
 DE9190_MARKER: A = ALUMINUM MARKER
 DE9190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9190_STAMPING: COLUMBIA AZI 1996
 DE9190_MARK LOGO: ILDT  
 DE9190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9190+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 DE9190
 DE9190  HISTORY     - Date     Condition        Report By
 DE9190  HISTORY     - 1996     MONUMENTED       ILDT
 DE9190  HISTORY     - 20040106 GOOD             CHAST
 DE9190
 DE9190                          STATION DESCRIPTION
 DE9190
 DE9190'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9190'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9190'STATION IS LOCATED 1.6 MI (2.6 KM) NW OF CENTER OF COLUMBIA.  TO REACH
 DE9190'STATION FROM CENTERLINE IL ROUTE 3 AND PALMER RD NW OF COLUMBIA, GO E
 DE9190'ON PALMER RD FOR 0.15 MI (0.24 KM) TO OLD ROUTE 3, GO N ON OLD ROUTE 3
 DE9190'FOR 0.3 MI (0.5 KM) TO STATION ON LEFT.  STATION IS 26.4 FEET (8.0 M)
 DE9190'W OF CENTERLINE OLD ROUTE 3, 18.9 FEET (5.8 M) N OF END OF GUARDRAIL,
 DE9190'2.2 FEET (0.7 M) SE OF WITNESS POST.  STATION IS FLUSH WITH GROUND.
 DE9190
 DE9190                          STATION RECOVERY (2004)
 DE9190
 DE9190'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JRA)
 DE9190'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9192 ***********************************************************************
 DE9192  DESIGNATION -  COLUMBO
 DE9192  PID         -  DE9192
 DE9192  STATE/COUNTY-  IL/MONROE
 DE9192  USGS QUAD   -  VALMEYER (1993)
 DE9192
 DE9192                         *CURRENT SURVEY CONTROL
 DE9192  ___________________________________________________________________
 DE9192* NAD 83(1997)-  38 15 26.36291(N)    090 18 01.01364(W)     ADJUSTED  
 DE9192* NAVD 88     -       119.7    (meters)     393.     (feet)  GPS OBS   
 DE9192  ___________________________________________________________________
 DE9192  X           -     -26,282.292 (meters)                     COMP
 DE9192  Y           -  -5,014,795.344 (meters)                     COMP
 DE9192  Z           -   3,927,967.421 (meters)                     COMP
 DE9192  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DE9192  ELLIP HEIGHT-          89.47  (meters)          (02/03/05) GPS OBS
 DE9192  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DE9192
 DE9192  HORZ ORDER  -  FIRST
 DE9192  ELLP ORDER  -  FOURTH    CLASS II
 DE9192
 DE9192.The horizontal coordinates were established by GPS observations
 DE9192.and adjusted by the National Geodetic Survey in January 2003..
 DE9192
 DE9192.The orthometric height was determined by GPS observations and a
 DE9192.high-resolution geoid model.
 DE9192
 DE9192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9192
 DE9192.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9192
 DE9192.The ellipsoidal height was determined by GPS observations
 DE9192.and is referenced to NAD 83.
 DE9192
 DE9192.The geoid height was determined by GEOID03.
 DE9192
 DE9192;                    North         East     Units Scale Factor Converg.
 DE9192;SPC IL W     -   176,539.187   688,306.086   MT  0.99994286   -0 04 57.8
 DE9192;SPC IL W     -   579,195.65  2,258,217.55   sFT  0.99994286   -0 04 57.8
 DE9192;UTM  15      - 4,237,813.533   736,218.021   MT  1.00028725   +1 40 20.7
 DE9192
 DE9192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9192!SPC IL W     -   0.99998596  x   0.99994286  =   0.99992882
 DE9192!UTM  15      -   0.99998596  x   1.00028725  =   1.00027321
 DE9192
 DE9192:                Primary Azimuth Mark                     Grid Az
 DE9192:SPC IL W     -  COLUMBO AZI                              281 47 15.5
 DE9192:UTM  15      -  COLUMBO AZI                              280 01 57.0
 DE9192
 DE9192|---------------------------------------------------------------------|
 DE9192| PID    Reference Object                     Distance      Geod. Az  |
 DE9192|                                                           dddmmss.s |
 DE9192| DE9191 COLUMBO AZI                         APPROX. 1.2 KM 2814217.7 |
 DE9192|---------------------------------------------------------------------|
 DE9192
 DE9192                          SUPERSEDED SURVEY CONTROL
 DE9192
 DE9192  ELLIP H (01/06/03)   89.51   (m)                       GP(       ) 3 2
 DE9192
 DE9192.Superseded values are not recommended for survey control.
 DE9192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9192.See file dsdata.txt to determine how the superseded data were derived.
 DE9192
 DE9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3621837814(NAD 83)
 DE9192_MARKER: A = ALUMINUM MARKER
 DE9192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9192_STAMPING: COLUMBO 1996
 DE9192_MARK LOGO: ILDT  
 DE9192_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9192+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9192
 DE9192  HISTORY     - Date     Condition        Report By
 DE9192  HISTORY     - 1996     MONUMENTED       ILDT
 DE9192
 DE9192                          STATION DESCRIPTION
 DE9192
 DE9192'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9192'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9192'STATION IS LOCATED 2.8 MI (4.5 KM) SSE OF VALMEYER.  TO REACH STATION
 DE9192'FROM IL ROUTE 156 AND BAER RD SW OF VALMEYER, GO E ON BAER RD FOR 2.7
 DE9192'MI (4.3 KM) TO STATION ON LEFT.  STATION IS 16.5 FEET (5.0 M) NE OF
 DE9192'CENTERLINE OF BAER RD, 44.0 FEET (13.4 M) W OF CENTERLINE OF W TRACK,
 DE9192'200.0 FEET (61.0 M) NNE OF RAILROAD CROSSING, 2.2 FEET (0.7 M) NNW OF
 DE9192'WITNESS POST.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9191 ***********************************************************************
 DE9191  DESIGNATION -  COLUMBO AZI
 DE9191  PID         -  DE9191
 DE9191  STATE/COUNTY-  IL/MONROE
 DE9191  USGS QUAD   -  VALMEYER (1993)
 DE9191
 DE9191                         *CURRENT SURVEY CONTROL
 DE9191  ___________________________________________________________________
 DE9191* NAD 83(1997)-  38 15 34.39014(N)    090 18 50.17060(W)     ADJUSTED  
 DE9191* NAVD 88     -       119.0    (meters)     390.     (feet)  GPS OBS   
 DE9191  ___________________________________________________________________
 DE9191  X           -     -27,476.572 (meters)                     COMP
 DE9191  Y           -  -5,014,635.120 (meters)                     COMP
 DE9191  Z           -   3,928,161.335 (meters)                     COMP
 DE9191  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DE9191  ELLIP HEIGHT-          88.76  (meters)          (02/03/05) GPS OBS
 DE9191  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 DE9191
 DE9191  HORZ ORDER  -  FIRST
 DE9191  ELLP ORDER  -  FOURTH    CLASS II
 DE9191
 DE9191.The horizontal coordinates were established by GPS observations
 DE9191.and adjusted by the National Geodetic Survey in January 2003..
 DE9191
 DE9191.The orthometric height was determined by GPS observations and a
 DE9191.high-resolution geoid model.
 DE9191
 DE9191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9191
 DE9191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9191
 DE9191.The ellipsoidal height was determined by GPS observations
 DE9191.and is referenced to NAD 83.
 DE9191
 DE9191.The geoid height was determined by GEOID03.
 DE9191
 DE9191;                    North         East     Units Scale Factor Converg.
 DE9191;SPC IL W     -   176,788.495   687,111.425   MT  0.99994322   -0 05 28.3
 DE9191;SPC IL W     -   580,013.59  2,254,298.07   sFT  0.99994322   -0 05 28.3
 DE9191;UTM  15      - 4,238,026.205   735,015.875   MT  1.00028027   +1 39 50.5
 DE9191
 DE9191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9191!SPC IL W     -   0.99998607  x   0.99994322  =   0.99992929
 DE9191!UTM  15      -   0.99998607  x   1.00028027  =   1.00026634
 DE9191
 DE9191:                Primary Azimuth Mark                     Grid Az
 DE9191:SPC IL W     -  COLUMBO                                  101 47 15.5
 DE9191:UTM  15      -  COLUMBO                                  100 01 56.7
 DE9191
 DE9191|---------------------------------------------------------------------|
 DE9191| PID    Reference Object                     Distance      Geod. Az  |
 DE9191|                                                           dddmmss.s |
 DE9191| DE9192 COLUMBO                             APPROX. 1.2 KM 1014147.2 |
 DE9191|---------------------------------------------------------------------|
 DE9191
 DE9191                          SUPERSEDED SURVEY CONTROL
 DE9191
 DE9191  ELLIP H (01/06/03)   88.81   (m)                       GP(       ) 3 2
 DE9191
 DE9191.Superseded values are not recommended for survey control.
 DE9191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9191.See file dsdata.txt to determine how the superseded data were derived.
 DE9191
 DE9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC3501638026(NAD 83)
 DE9191_MARKER: A = ALUMINUM MARKER
 DE9191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9191_STAMPING: COLUMBO AZI 1996
 DE9191_MARK LOGO: ILDT  
 DE9191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9191+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9191
 DE9191  HISTORY     - Date     Condition        Report By
 DE9191  HISTORY     - 1996     MONUMENTED       ILDT
 DE9191
 DE9191                          STATION DESCRIPTION
 DE9191
 DE9191'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9191'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9191'STATION IS LOCATED 2.4 MI (3.9 KM) S OF VALMEYER.  TO REACH STATION
 DE9191'FROM IL ROUTE 156 AND BAER RD SW OF VALMEYER, GO E ON BAER RD FOR 1.9
 DE9191'MI (3.1 KM) TO STATION ON THE RIGHT.  STATION IS 18.6 FEET (5.7 M) S
 DE9191'OF CENTERLINE OF BAER RD, 92.9 FEET (28.3 M) E OF POWER POLE AT
 DE9191'FIELDLINE, 2.3 FEET (0.7 M) ENE OF WITNESS POST.  STATION IS FLUSH
 DE9191'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1557 ***********************************************************************
 MF1557  DESIGNATION -  COMPTON
 MF1557  PID         -  MF1557
 MF1557  STATE/COUNTY-  IL/LEE
 MF1557  USGS QUAD   -  COMPTON (1993)
 MF1557
 MF1557                         *CURRENT SURVEY CONTROL
 MF1557  ___________________________________________________________________
 MF1557* NAD 83(1997)-  41 43 00.68154(N)    089 05 01.72132(W)     ADJUSTED  
 MF1557* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 MF1557  ___________________________________________________________________
 MF1557  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MF1557  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1557
 MF1557  HORZ ORDER  -  SECOND
 MF1557
 MF1557.The horizontal coordinates were established by classical geodetic methods
 MF1557.and adjusted by the National Geodetic Survey in October 1999..
 MF1557
 MF1557.The orthometric height was scaled from a topographic map.
 MF1557
 MF1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1557
 MF1557.The geoid height was determined by GEOID03.
 MF1557
 MF1557;                    North         East     Units Scale Factor Converg.
 MF1557;SPC IL W     -   561,202.132   790,107.316   MT  1.00004106   +0 43 14.3
 MF1557;SPC IL W     - 1,841,210.66  2,592,210.42   sFT  1.00004106   +0 43 14.3
 MF1557;SPC IL E     -   560,926.617   237,548.791   MT  1.00002298   -0 29 57.9
 MF1557;SPC IL E     - 1,840,306.74    779,357.99   sFT  1.00002298   -0 29 57.9
 MF1557;UTM  16      - 4,620,437.971   326,656.319   MT  0.99996977   -1 23 13.3
 MF1557
 MF1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1557!SPC IL W     -   0.99995907  x   1.00004106  =   1.00000012
 MF1557!SPC IL E     -   0.99995907  x   1.00002298  =   0.99998205
 MF1557!UTM  16      -   0.99995907  x   0.99996977  =   0.99992884
 MF1557
 MF1557|---------------------------------------------------------------------|
 MF1557| PID    Reference Object                     Distance      Geod. Az  |
 MF1557|                                                           dddmmss.s |
 MF1557| CI6841 COMPTON RM 1                         35.104 METERS 07310     |
 MF1557| CI6840 COMPTON AZ MK                                      0990453.7 |
 MF1557| MF1555 COMPTON MUNICIPAL TANK              APPROX. 2.7 KM 1843736.8 |
 MF1557| CI6842 COMPTON RM 2                         29.716 METERS 35204     |
 MF1557| CI6843 COMPTON RM 3                         37.326 METERS 35517     |
 MF1557|---------------------------------------------------------------------|
 MF1557
 MF1557                          SUPERSEDED SURVEY CONTROL
 MF1557
 MF1557  NAD 83(1997)-  41 43 00.68263(N)    089 05 01.72353(W) AD(       ) 2
 MF1557  NAD 83(1986)-  41 43 00.68521(N)    089 05 01.72701(W) AD(       ) 2
 MF1557  NAD 27      -  41 43 00.57790(N)    089 05 01.39980(W) AD(       ) 2
 MF1557
 MF1557.Superseded values are not recommended for survey control.
 MF1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1557.See file dsdata.txt to determine how the superseded data were derived.
 MF1557
 MF1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2665620438(NAD 83)
 MF1557_MARKER: DS = TRIANGULATION STATION DISK
 MF1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1557+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 MF1557
 MF1557  HISTORY     - Date     Condition        Report By
 MF1557  HISTORY     - 1954     MONUMENTED       CGS
 MF1557  HISTORY     - 1972     GOOD             ILHD
 MF1557  HISTORY     - 1972     GOOD             NGS
 MF1557  HISTORY     - 19950816 GOOD             USPSQD
 MF1557  HISTORY     - 20020128 GOOD             NGS
 MF1557  HISTORY     - 20030723 GOOD             USPSQD
 MF1557
 MF1557                          STATION DESCRIPTION
 MF1557
 MF1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1557'STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 51
 MF1557'ABOUT 3 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 30 AND
 MF1557'ABOUT 2 MILES NORTH OF COMPTON.  IT IS 76 FEET WEST OF THE
 MF1557'CENTER OF THE HIGHWAY, 35 FEET WEST OF AN 18 INCH ELM TREE
 MF1557'AND 9 FEET EAST OF A WHITE WITNESS POST AND FENCE.  THE MARK
 MF1557'IS FLUSH AND THE DISK IS STAMPED COMPTON 1954.
 MF1557'
 MF1557'REFERENCE MARK NO. 1 IS 39 FEET EAST OF THE CENTER OF THE
 MF1557'HIGHWAY, 12 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT WEST
 MF1557'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COMPTON
 MF1557'NO 1 1954.
 MF1557'
 MF1557'REFERENCE MARK NO. 2 IS 64 FEET WEST OF THE CENTER OF THE
 MF1557'HIGHWAY AND 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS
 MF1557'
 MF1557'AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF A GRAVEL
 MF1557'ROAD, 24 FEET WEST OF A GROUP OF WILD CHERRY TREES, 3 FEET
 MF1557'WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 MF1557'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 MF1557'COMPTON 1954.
 MF1557'
 MF1557'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 MF1557'51 AND 30 ABOUT 5 MILES NORTH OF COMPTON, GO SOUTH ON HIGHWAY
 MF1557'51 FOR 2.9 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 MF1557'CONTINUE ON THE HIGHWAY FOR 0.1 MILE TO A GRAVEL CROSSROAD.
 MF1557'TURN LEFT AND GO EAST ON THE GRAVEL ROAD FOR 0.35 MILE TO
 MF1557'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MF1557'
 MF1557'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1557
 MF1557                          STATION RECOVERY (1972)
 MF1557
 MF1557'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (DRR)
 MF1557'COMPTON 1954-GOOD
 MF1557'
 MF1557'COMPTON NO. 1 1954-GOOD
 MF1557'
 MF1557'COMPTON NO. 2 1954-NOT RECOVERED
 MF1557'
 MF1557'COMPTON 1954-AZI GOOD
 MF1557'
 MF1557'ALL MARKS EXCEPT R.M. 2 WERE RECOVERED IN GOOD CONDITION.  THE AREA
 MF1557'AROUND THE STATION HAS CHANGED CONSIDERABLY.  THE STATION NOW IS
 MF1557'76 FT. EAST OF RELOCATED U.S. 51.  FENCE AND WITNESS POST
 MF1557'ARE GONE.  STATION IS NOW IN A REST AREA.  R.M. 2 MAY HAVE
 MF1557'BEEN DESTROYED BY U.S.-51 RELOCATION.  THE 18 INCH ELM TREE
 MF1557'IS STILL PRESENT.
 MF1557
 MF1557                          STATION RECOVERY (1972)
 MF1557
 MF1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MF1557'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MF1557'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND
 MF1557'ASSUMED TO HAVE BEEN DESTROYED BY THE ROAD BEING CHANGED.
 MF1557'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.07 OF A
 MF1557'FOOT SHORTER.  THE DIRECTION TO THE TANK AND REFERENCE MARK
 MF1557'1 CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION
 MF1557'FOLLOWS--
 MF1557'
 MF1557'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF COMPTON 2.9
 MF1557'MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 30 AND 51,
 MF1557'AT A ROADSIDE PARK, 2 FEET WEST OF A METAL WITNESS POST,
 MF1557'35 FEET WEST OF A 20 INCH ELM TREE, 51 FEET SOUTH OF AN 8
 MF1557'INCH PINE TREE, 83 FEET SOUTH OF A TWIN TRUNK WHITE BIRCH
 MF1557'TREE AND 341 FEET NORTH OF A PAVED ROAD AND 76 FEET EAST
 MF1557'OF THE CENTERLINE OF HIGHWAY 51.  THE MONUMENT IS FLUSH
 MF1557'AND THE DISK IS STAMPED COMPTON 1954.
 MF1557'
 MF1557'REFERENCE MARK 1 IS 3 FEET SOUTH OF A TELEPHONE POLE GUY
 MF1557'WIRE, 12 FEET SOUTH OF A TELEPHONE POLE AND 6 INCH WILD
 MF1557'CHERRY TREE, 80 FEET EAST OF THE ELM TREE AND 17 FEET EAST
 MF1557'OF THE CENTERLINE OF A TRACK ROAD.  THE MONUMENT IS FLUSH
 MF1557'AND THE DISK IS STAMPED COMPTON NO 1 1954.
 MF1557'
 MF1557'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COMPTON 1954 NO 3
 MF1557'1972 SET IN A DRILL HOLE IN THE TOP AND NORTH END OF A CONCRETE
 MF1557'HEADWALL ABOUT 5 FEET LOWER THAN THE HIGHWAY, 39 FEET NORTH
 MF1557'OF THE WHITE BIRCH AND 34 FEET EAST OF THE CENTERLINE OF THE
 MF1557'HIGHWAY.
 MF1557'
 MF1557'THE AZIMUTH MARK IS 0.4 MILE EAST ALONG PAVED AND GRAVELED
 MF1557'ROAD JUST SOUTH OF THE STATION, 31 FEET SOUTH OF THE CENTERLINE
 MF1557'OF THE ROAD, 60 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF
 MF1557'A METAL WITNESS POST AND DIRECTLY UNDER AN EAST-WEST FENCE.
 MF1557'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED COMPTON 1954.
 MF1557'
 MF1557'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1557'
 MF1557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 MF1557'MILES NORTH OF COMPTON
 MF1557
 MF1557                          STATION RECOVERY (1995)
 MF1557
 MF1557'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1557'RECOVERED IN GOOD CONDITION.
 MF1557
 MF1557                          STATION RECOVERY (2002)
 MF1557
 MF1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1557
 MF1557                          STATION RECOVERY (2003)
 MF1557
 MF1557'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1557'RM 1 NOT FOUND. RM 3 AND THE AZIMUTH LOCATED. THE AZIMUTH HAS BEEN
 MF1557'DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2089 ***********************************************************************
 JA2089  DESIGNATION -  COMPTON
 JA2089  PID         -  JA2089
 JA2089  STATE/COUNTY-  IL/WABASH
 JA2089  USGS QUAD   -  ST FRANCISVILLE (1964)
 JA2089
 JA2089                         *CURRENT SURVEY CONTROL
 JA2089  ___________________________________________________________________
 JA2089* NAD 83(1997)-  38 31 05.91630(N)    087 42 12.52250(W)     ADJUSTED  
 JA2089* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 JA2089  ___________________________________________________________________
 JA2089  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JA2089  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JA2089
 JA2089  HORZ ORDER  -  SECOND
 JA2089
 JA2089.The horizontal coordinates were established by classical geodetic methods
 JA2089.and adjusted by the National Geodetic Survey in October 1999..
 JA2089
 JA2089.The orthometric height was scaled from a topographic map.
 JA2089
 JA2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2089
 JA2089.The geoid height was determined by GEOID03.
 JA2089
 JA2089;                    North         East     Units Scale Factor Converg.
 JA2089;SPC IL E     -   205,694.581   354,928.947   MT  1.00001214   +0 23 32.1
 JA2089;SPC IL E     -   674,849.64  1,164,462.72   sFT  1.00001214   +0 23 32.1
 JA2089;UTM  16      - 4,263,559.613   438,673.356   MT  0.99964631   -0 26 17.2
 JA2089
 JA2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2089!SPC IL E     -   0.99998078  x   1.00001214  =   0.99999292
 JA2089!UTM  16      -   0.99998078  x   0.99964631  =   0.99962710
 JA2089
 JA2089:                Primary Azimuth Mark                     Grid Az
 JA2089:SPC IL E     -  ST FRANCISVILLE MUN TANK                 031 18 02.9
 JA2089:UTM  16      -  ST FRANCISVILLE MUN TANK                 032 07 52.2
 JA2089
 JA2089|---------------------------------------------------------------------|
 JA2089| PID    Reference Object                     Distance      Geod. Az  |
 JA2089|                                                           dddmmss.s |
 JA2089| JA2090 ST FRANCISVILLE MUN TANK            APPROX. 9.4 KM 0314135.0 |
 JA2089| CG8361 COMPTON RM 1                         26.862 METERS 12200     |
 JA2089| CG8362 COMPTON RM 2                         26.209 METERS 16401     |
 JA2089| CG8360 COMPTON AZ MK                                      2414529.9 |
 JA2089| JA2106 FRIENDSVILLE SHAW RAD KJJ 823       APPROX.11.9 KM 2664036.3 |
 JA2089| JA2093 ALLENDALE MUNICIPAL TANK            APPROX. 1.5 KM 3161355.7 |
 JA2089|---------------------------------------------------------------------|
 JA2089
 JA2089                          SUPERSEDED SURVEY CONTROL
 JA2089
 JA2089  NAD 83(1997)-  38 31 05.91647(N)    087 42 12.52216(W) AD(       ) 2
 JA2089  NAD 83(1986)-  38 31 05.92606(N)    087 42 12.52277(W) AD(       ) 2
 JA2089  NAD 27      -  38 31 05.75531(N)    087 42 12.42478(W) AD(       ) 2
 JA2089
 JA2089.Superseded values are not recommended for survey control.
 JA2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2089.See file dsdata.txt to determine how the superseded data were derived.
 JA2089
 JA2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3867363560(NAD 83)
 JA2089_MARKER: DS = TRIANGULATION STATION DISK
 JA2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2089
 JA2089  HISTORY     - Date     Condition        Report By
 JA2089  HISTORY     - 1968     MONUMENTED       CGS
 JA2089
 JA2089                          STATION DESCRIPTION
 JA2089
 JA2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2089'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF MT CARMEL, 1.5
 JA2089'MILES EAST OF
 JA2089'ALLENDALE AND ON PROPERTY OWNED BY MR NEWELL WRIGHT.
 JA2089'
 JA2089'TO REACH THE STATION FROM THE POST OFFICE IN ALLENDALE, GO EAST ON A
 JA2089'PAVED STREET FOR
 JA2089'0.15 MILE TO A T INTERSECTION.  TURN RIGHT AND GO
 JA2089'SOUTH ON A PAVED ROAD FOR 0.7 MILE
 JA2089'TO THE AZIMUTH MARK ON THE LEFT.
 JA2089'CONTINUE SOUTH ON THE PAVED ROAD FOR 0.5 MILE TO A SIDE
 JA2089'ROAD LEFT.  TURN
 JA2089'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.
 JA2089'TURN LEFT AND GO
 JA2089'NORTH ON A GRAVELED ROAD FOR 0.4 MILE TO WHERE THE
 JA2089'MAIN ROAD TURNS RIGHT AND A
 JA2089'DRIVEWAY CONTINUES STRAIGHT AHEAD.
 JA2089'CONTINUE NORTH ON THE DRIVEWAY FOR 0.4 MILE TO
 JA2089'THE STATION AS DESCRIBED.
 JA2089'
 JA2089'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2089'
 JA2089'STATION MARK, STAMPED COMPTON 1967 IS SET 18 INCHES BELOW THE GROUND
 JA2089'SURFACE.  IT IS
 JA2089'76.5 FEET NORTH OF THE NORTHWEST CORNER OF A GARAGE,
 JA2089'74 FEET NORTHWEST OF A PEACH TREE
 JA2089'AND 62.5 FEET NORTH OF THE CENTER
 JA2089'OF A WOODEN GATE.
 JA2089'
 JA2089'RM NO 1, STAMPED COMPTON NO 1 1967 IS SET FLUSH WITH THE GROUND
 JA2089'SURFACE.  IT IS 51
 JA2089'FEET EAST OF THE CENTER OF THE WOODEN GATE, 14
 JA2089'FEET NORTHEAST OF THE NORTHEAST
 JA2089'CORNER OF THE GARAGE AND 1 FOOT NORTH
 JA2089'OF A WOODEN FENCE.
 JA2089'
 JA2089'RM NO 2, STAMPED COMPTON NO 2 1967 IS SET FLUSH WITH THE GROUND
 JA2089'SURFACE.  IT IS 26
 JA2089'FEET SOUTH OF THE CENTER OF THE WOODEN GATE, 24
 JA2089'FEET WEST OF THE SOUTHWEST CORNER OF
 JA2089'THE GARAGE AND 1 FOOT WEST OF
 JA2089'THE WOODEN FENCE.
 JA2089'
 JA2089'AZIMUTH MARK, STAMPED COMPTON 1967 PROJECTS 4 INCHES.  IT IS 23 FEET
 JA2089'EAST OF THE CENTER
 JA2089'OF A PAVED ROAD, 1.8 FEET SOUTH OF A TELEPHONE
 JA2089'POLE AND 1.4 FEET EAST OF A METAL WITNESS POST.
 JA2089'
 JA2089'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1555 ***********************************************************************
 MF1555  DESIGNATION -  COMPTON MUNICIPAL TANK
 MF1555  PID         -  MF1555
 MF1555  STATE/COUNTY-  IL/LEE
 MF1555  USGS QUAD   -  COMPTON (1993)
 MF1555
 MF1555                         *CURRENT SURVEY CONTROL
 MF1555  ___________________________________________________________________
 MF1555* NAD 83(1997)-  41 41 35.05994(N)    089 05 10.96638(W)     ADJUSTED  
 MF1555* NAVD 88     -                                                        
 MF1555  ___________________________________________________________________
 MF1555  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 MF1555  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1555
 MF1555  HORZ ORDER  -  THIRD
 MF1555
 MF1555.The horizontal coordinates were established by classical geodetic methods
 MF1555.and adjusted by the National Geodetic Survey in October 1999..
 MF1555
 MF1555
 MF1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1555
 MF1555.The geoid height was determined by GEOID03.
 MF1555
 MF1555;                    North         East     Units Scale Factor Converg.
 MF1555;SPC IL W     -   558,557.941   789,926.756   MT  1.00004066   +0 43 06.9
 MF1555;SPC IL W     - 1,832,535.51  2,591,618.03   sFT  1.00004066   +0 43 06.9
 MF1555;SPC IL E     -   558,286.916   237,311.988   MT  1.00002334   -0 30 03.2
 MF1555;SPC IL E     - 1,831,646.32    778,581.08   sFT  1.00002334   -0 30 03.2
 MF1555;UTM  16      - 4,617,802.393   326,378.676   MT  0.99997096   -1 23 17.1
 MF1555
 MF1555                          SUPERSEDED SURVEY CONTROL
 MF1555
 MF1555  NAD 83(1997)-  41 41 35.06064(N)    089 05 10.96852(W) AD(       ) 4
 MF1555  NAD 83(1986)-  41 41 35.06501(N)    089 05 10.97162(W) AD(       ) 4
 MF1555  NAD 27      -  41 41 34.94500(N)    089 05 10.67000(W) AD(       ) 3
 MF1555
 MF1555.Superseded values are not recommended for survey control.
 MF1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1555.See file dsdata.txt to determine how the superseded data were derived.
 MF1555
 MF1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2637917802(NAD 83)
 MF1555_MARKER: 53 = ELEVATED TANK
 MF1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1555+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 MF1555
 MF1555  HISTORY     - Date     Condition        Report By
 MF1555  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1555  HISTORY     - 1970     GOOD             NGS
 MF1555  HISTORY     - 19840615 GOOD             NGS
 MF1555  HISTORY     - 19950816 GOOD             USPSQD
 MF1555  HISTORY     - 20020128 GOOD             NGS
 MF1555  HISTORY     - 20030723 GOOD             USPSQD
 MF1555
 MF1555                          STATION DESCRIPTION
 MF1555
 MF1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1555'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE MUNICIPAL
 MF1555'WATER TANK, LOCATED IN THE SOUTHWEST SECTION OF COMPTON, 0.1
 MF1555'MILE WEST OF THE DEPOT ON THE NORTH SIDE OF THE RAILROAD TRACKS
 MF1555'AND A PAVED STREET.  IT IS A TALL SLENDER TANK, WITH A DEEP OVAL
 MF1555'BOTTOM AND A FLAT CONICAL ROOF, ATOP A 4 LEGGED STEEL TRUSSWORK
 MF1555'STRUCTURE.  THE FEED PIPE FROM THE BOTTOM OF THE TANK IS
 MF1555'ENCLOSED IN A SQUARE WOOD STRUCTURE.  THE TANK AND LEGS ARE
 MF1555'PAINTED SILVER AND IS 135 FEET HIGH.
 MF1555
 MF1555                          STATION RECOVERY (1970)
 MF1555
 MF1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1555'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MF1555'DESCRIPTION IS ADEQUATE.
 MF1555'
 MF1555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COMPTON
 MF1555
 MF1555                          STATION RECOVERY (1984)
 MF1555
 MF1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MF1555'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND WAS USED AS
 MF1555'THE INITIAL TARGET FOR AN ANGLE CHECK FOR THE RMS AND THE AZ MK FOR
 MF1555'STATION SALLE 1954.
 MF1555
 MF1555                          STATION RECOVERY (1995)
 MF1555
 MF1555'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1555'RECOVERED IN GOOD CONDITION.
 MF1555
 MF1555                          STATION RECOVERY (2002)
 MF1555
 MF1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1555
 MF1555                          STATION RECOVERY (2003)
 MF1555
 MF1555'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0262 ***********************************************************************
 JB0262  DESIGNATION -  CONCORD
 JB0262  PID         -  JB0262
 JB0262  STATE/COUNTY-  IL/WHITE
 JB0262  USGS QUAD   -  CENTERVILLE (1974)
 JB0262
 JB0262                         *CURRENT SURVEY CONTROL
 JB0262  ___________________________________________________________________
 JB0262* NAD 83(1997)-  38 14 31.13104(N)    088 09 04.05277(W)     ADJUSTED  
 JB0262* NAVD 88     -       117.051  (meters)     384.02   (feet)  ADJUSTED  
 JB0262  ___________________________________________________________________
 JB0262  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JB0262  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JB0262  DYNAMIC HT  -         116.975 (meters)     383.78  (feet)  COMP
 JB0262  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 JB0262
 JB0262  HORZ ORDER  -  SECOND
 JB0262  VERT ORDER  -  SECOND    CLASS 0
 JB0262
 JB0262.The horizontal coordinates were established by classical geodetic methods
 JB0262.and adjusted by the National Geodetic Survey in October 1999..
 JB0262
 JB0262.The orthometric height was determined by differential leveling
 JB0262.and adjusted by the National Geodetic Survey in June 1991..
 JB0262
 JB0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0262
 JB0262.The geoid height was determined by GEOID03.
 JB0262
 JB0262.The dynamic height is computed by dividing the NAVD 88
 JB0262.geopotential number by the normal gravity value computed on the
 JB0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0262.degrees latitude (g = 980.6199 gals.).
 JB0262
 JB0262.The modeled gravity was interpolated from observed gravity values.
 JB0262
 JB0262;                    North         East     Units Scale Factor Converg.
 JB0262;SPC IL E     -   174,849.455   315,950.617   MT  0.99997813   +0 06 46.0
 JB0262;SPC IL E     -   573,651.92  1,036,581.32   sFT  0.99997813   +0 06 46.0
 JB0262;UTM  16      - 4,233,290.264   399,265.628   MT  0.99972497   -0 42 45.3
 JB0262
 JB0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0262!SPC IL E     -   0.99998645  x   0.99997813  =   0.99996458
 JB0262!UTM  16      -   0.99998645  x   0.99972497  =   0.99971142
 JB0262
 JB0262|---------------------------------------------------------------------|
 JB0262| PID    Reference Object                     Distance      Geod. Az  |
 JB0262|                                                           dddmmss.s |
 JB0262| CI4150 CONCORD RM 3                         54.133 METERS 00116     |
 JB0262| JB0263 CONCORD RM 1                         35.268 METERS 18053     |
 JB0262| JB0261 CONCORD RM 2                         17.294 METERS 31419     |
 JB0262| JB0260 CONCORD AZ MK                                      3595815.8 |
 JB0262|---------------------------------------------------------------------|
 JB0262
 JB0262                          SUPERSEDED SURVEY CONTROL
 JB0262
 JB0262  NAD 83(1997)-  38 14 31.13103(N)    088 09 04.05290(W) AD(       ) 2
 JB0262  NAD 83(1997)-  38 14 31.14177(N)    088 09 04.05196(W) AD(       ) 2
 JB0262  NAD 83(1986)-  38 14 31.14369(N)    088 09 04.05330(W) AD(       ) 2
 JB0262  NAD 27      -  38 14 30.97300(N)    088 09 03.91590(W) AD(       ) 2
 JB0262  NGVD 29 (??/??/92)  117.176  (m)          384.43   (f) ADJ UNCH    2 0
 JB0262
 JB0262.Superseded values are not recommended for survey control.
 JB0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0262.See file dsdata.txt to determine how the superseded data were derived.
 JB0262
 JB0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9926633290(NAD 83)
 JB0262_MARKER: DE = TRAVERSE STATION DISK
 JB0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0262_STAMPING: CONCORD 1961
 JB0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0262+STABILITY: SURFACE MOTION
 JB0262
 JB0262  HISTORY     - Date     Condition        Report By
 JB0262  HISTORY     - 1961     MONUMENTED       CGS
 JB0262  HISTORY     - 1961     GOOD             CGS
 JB0262  HISTORY     - 1967     GOOD             CGS
 JB0262
 JB0262                          STATION DESCRIPTION
 JB0262
 JB0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0262'THE STATION IS LOCATED ABOUT 6 MILES EAST OF BURNT PRAIRIE, ABOUT 3.5
 JB0262'MILES NORTHEAST OF
 JB0262'CENTERVILLE AND ABOUT 1.25 MILES SOUTH OF THE CORNER OF
 JB0262'WAYNE, EDWARDS AND WHITE COUNTY.
 JB0262'
 JB0262'TO REACH THE STATION FROM THE POST OFFICE IN BURNT PRAIRIE, GO EAST
 JB0262'ON SURFACED ROAD FOR 3.95
 JB0262'MILES TO A SIDE ROAD LEFT, CONTINUE EAST ON SURFACED
 JB0262'AND GRAVELED ROAD FOR 2.05 MILES
 JB0262'TO CROSSROAD, TURN RIGHT, GO SOUTH
 JB0262'ON GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 JB0262'THE RIGHT,
 JB0262'CONTINUE SOUTH FOR 0.3 MILE TO THE STATION THE LEFT.
 JB0262'
 JB0262'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JB0262'CONCRETE POST WHICH IS SET
 JB0262'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0262'CONCORD 1961.  THE MARK IS 119 FEET
 JB0262'NORTH OF POWER LINE POLE, 114.0
 JB0262'FEET NORTH OF WITNESS POST, 58.5 FEET SOUTHEAST OF A
 JB0262'TELEPHONE POLE,
 JB0262'22 FEET EAST OF CENTER OF ROAD AND 4 FEET WEST OF THE EDGE OF FIELD.
 JB0262'
 JB0262'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0262'SQUARE CONCRETE POST
 JB0262'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0262'IS STAMPED CONCORD NO 1 1961.
 JB0262'THE MARK IS 45 FEET EAST-NORTHEAST OF
 JB0262'A TELEPHONE POLE AND FENCE CORNER, 23 FEET EAST OF
 JB0262'CENTER OF ROAD, 3
 JB0262'FEET NORTH OF POWER LINE POLE AND 1.7 FEET SOUTH OF A WITNESS POST.
 JB0262'
 JB0262'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0262'SQUARE CONCRETE POST
 JB0262'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0262'IS STAMPED CONCORD NO 2 1961.
 JB0262'THE MARK IS 20 FEET WEST OF CENTER OF
 JB0262'ROAD AND 2 FEET SOUTH OF A TELEPHONE POLE.
 JB0262'
 JB0262'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB0262'CONCRETE POST WHICH IS SET
 JB0262'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0262'CONCORD 1961.  THE MARK IS 17 FEET
 JB0262'WEST OF CENTER OF ROAD, 2.3 FEET
 JB0262'SOUTH-SOUTHWEST OF A TELEPHONE POLE AND 1.7 FEET
 JB0262'NORTH-NORTHEAST OF A WITNESS POST.
 JB0262'
 JB0262'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 JB0262
 JB0262                          STATION RECOVERY (1961)
 JB0262
 JB0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0262'6.2 MI SE FROM BURNT PRAIRIE.
 JB0262'ABOUT 4.3 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0262'BURNT PRAIRIE.  FROM END OF BLACK TOP CONTINUE EAST 1.6 MILE
 JB0262'ON GRAVELED ROAD, THENCE 0.3 MILE SOUTH ON GRAVELED ROAD, ABOUT 0.1
 JB0262'MILE NORTH OF FARM HOUSE WEST OF ROAD AND NEAR FENCE CORNER
 JB0262'WEST OF ROAD, 132 FEET NORTHEAST OF FENCE CORNER, 118.5 FEET
 JB0262'NORTH OF 2ND. POWER POLE NORTH OF HOUSE, 114 FEET NORTH OF WITNESS
 JB0262'POST, 58.5 FEET SOUTHEAST OF 3RD. TELEPHONE POLE NORTH OF HOUSE,
 JB0262'22 FEET EAST OF CENTER OF ROAD, ABOUT 0.5 FOOT BELOW THE LEVEL
 JB0262'OF THE ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 JB0262'SURFACE OF GROUND.
 JB0262
 JB0262                          STATION RECOVERY (1967)
 JB0262
 JB0262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB0262'STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED AND
 JB0262'FOUND IN GOOD
 JB0262'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND
 JB0262'REFERENCE MARK 3 WAS
 JB0262'ESTABLISHED.  SURFACE STATION MARK WAS LOWERED
 JB0262'BECAUSE IT WAS A FIELD HAZARD.  THE
 JB0262'DIRECTION TO REFERENCE MARK 1
 JB0262'CHECKED BUT A SLIGHT DIFFERENCE IN DISTANCE WAS
 JB0262'MEASURED.  DUE TO
 JB0262'VARIOUS REASONS A COMPLETE NEW DESCRIPTION FOLLOWS.
 JB0262'
 JB0262'STATION IS LOCATED ABOUT 10 MILES NORTH OF CARMI, 8.5 MILES WEST OF
 JB0262'GRAYVILLE, 7.5
 JB0262'MILES NORTHWEST OF CROSSVILLE AND 6 MILES EAST OF BURNT PRAIRE.
 JB0262'
 JB0262'TO REACH THE STATION FROM THE POST OFFICE IN BURNT PRAIRIE, GO NORTH
 JB0262'ON STREET FOR 0.05
 JB0262'MILE TO MAIN SURFACED ROAD, TURN RIGHT AND FOLLOW
 JB0262'SURFACED ROAD EAST FOR 3.95 MILES TO
 JB0262'A SIDE ROAD LEFT, CONTINUE EAST
 JB0262'ON SURFACED ROAD 2.05 MILES TO A CROSSROAD, TURN RIGHT
 JB0262'AND FOLLOW
 JB0262'SURFACED ROAD SOUTH FOR 0.2 MILE TO THE AZIMUTH MARK ON RIGHT,
 JB0262'CONTINUE SOUTH ON
 JB0262'ROAD FOR 0.3 MILE TO STATION ON LEFT AS DESCRIBED.
 JB0262'
 JB0262'STATION MARK, STAMPED CONCORD 1961 1967, IS SET 16 INCHES BELOW THE
 JB0262'SURFACE OF THE
 JB0262'GROUND.  IT IS 180 FEET SOUTH OF POWER LINE POLE
 JB0262'NUMBER 15059 , 141.4 FEET
 JB0262'NORTHEAST OF THE NORTHEAST CORNER OF A FARM
 JB0262'MACHINERY BUILDING, 118 FEET NORTH OF POWER
 JB0262'LINE POLE NUMBER 15060
 JB0262'AND 22 FEET EAST OF CENTER OF SURFACED ROAD.
 JB0262'
 JB0262'RM 1, STAMPED CONCORD NO 1 1961, PROJECTS ABOUT 1 INCH.  IT IS 23
 JB0262'FEET EAST OF
 JB0262'CENTER OF ROAD, 3 FEET NORTH OF POWER LINE POLE NUMBER 15060 AND 1.4
 JB0262'SOUTH OF A METAL WITNESS POST.  RM 3, STAMPED CONCORD NO 3
 JB0262'1967, IS SET ABOUT 10 INCHES BELOW THE
 JB0262'SURFACE OF THE GROUND.  IT IS 22 FEET EAST OF
 JB0262'CENTER OF ROAD, 2.4
 JB0262'FEET SOUTHWEST OF POWER LINE POLE NUMBER 15059 AND 1.4 FEET
 JB0262'SOUTHWEST OF A METAL WITNESS POST.  AZIMUTH
 JB0262'MARK, STAMPED CONCORD 1961, IS SET FLUSH WITH GROUND.  IT IS
 JB0262'92.3 FEET NORTHWEST OF
 JB0262'POWER LINE POLE NUMBER 15055, 18 FEET WEST OF
 JB0262'CENTER OF ROAD AND 1.6 FEET
 JB0262'NORTH-NORTHEAST OF METAL WITNESS POST.
 JB0262'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE
 JB0262'POSTS.
 JB0262'
 JB0262'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1077 ***********************************************************************
 MF1077  DESIGNATION -  CONCORD
 MF1077  PID         -  MF1077
 MF1077  STATE/COUNTY-  IL/BUREAU
 MF1077  USGS QUAD   -  MANLIUS (1983)
 MF1077
 MF1077                         *CURRENT SURVEY CONTROL
 MF1077  ___________________________________________________________________
 MF1077* NAD 83(1997)-  41 23 33.94934(N)    089 38 27.28087(W)     ADJUSTED  
 MF1077* NAVD 88     -       215.082  (meters)     705.65   (feet)  ADJUSTED  
 MF1077  ___________________________________________________________________
 MF1077  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 MF1077  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MF1077  DYNAMIC HT  -         214.996 (meters)     705.37  (feet)  COMP
 MF1077  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 MF1077
 MF1077  HORZ ORDER  -  SECOND
 MF1077  VERT ORDER  -  SECOND    CLASS 0
 MF1077
 MF1077.The horizontal coordinates were established by classical geodetic methods
 MF1077.and adjusted by the National Geodetic Survey in October 1999..
 MF1077
 MF1077.The orthometric height was determined by differential leveling
 MF1077.and adjusted by the National Geodetic Survey in June 1991..
 MF1077
 MF1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1077
 MF1077.The geoid height was determined by GEOID03.
 MF1077
 MF1077.The dynamic height is computed by dividing the NAVD 88
 MF1077.geopotential number by the normal gravity value computed on the
 MF1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1077.degrees latitude (g = 980.6199 gals.).
 MF1077
 MF1077.The modeled gravity was interpolated from observed gravity values.
 MF1077
 MF1077;                    North         East     Units Scale Factor Converg.
 MF1077;SPC IL W     -   524,775.787   743,968.386   MT  0.99996496   +0 20 51.5
 MF1077;SPC IL W     - 1,721,701.89  2,440,836.28   sFT  0.99996496   +0 20 51.5
 MF1077;UTM  16      - 4,585,724.873   279,209.039   MT  1.00019997   -1 44 48.9
 MF1077
 MF1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1077!SPC IL W     -   0.99997145  x   0.99996496  =   0.99993641
 MF1077!UTM  16      -   0.99997145  x   1.00019997  =   1.00017141
 MF1077
 MF1077:                Primary Azimuth Mark                     Grid Az
 MF1077:SPC IL W     -  BUDA ATT MICROWAVE TOWER                 181 46 03.0
 MF1077:UTM  16      -  BUDA ATT MICROWAVE TOWER                 183 51 43.4
 MF1077
 MF1077|---------------------------------------------------------------------|
 MF1077| PID    Reference Object                     Distance      Geod. Az  |
 MF1077|                                                           dddmmss.s |
 MF1077| MF1675 BUDA ATT MICROWAVE TOWER            APPROX. 8.3 KM 1820654.5 |
 MF1077| MF1076 CONCORD RM 1                         17.439 METERS 20406     |
 MF1077| MF1078 CONCORD RM 2                         18.642 METERS 31213     |
 MF1077| CI6844 CONCORD AZ MK                                      3201931.6 |
 MF1077|---------------------------------------------------------------------|
 MF1077
 MF1077                          SUPERSEDED SURVEY CONTROL
 MF1077
 MF1077  NAD 83(1986)-  41 23 33.95371(N)    089 38 27.28904(W) AD(       ) 2
 MF1077  NAD 27      -  41 23 33.82470(N)    089 38 26.94540(W) AD(       ) 2
 MF1077  NGVD 29 (??/??/92)  215.160  (m)          705.90   (f) ADJ UNCH    2 0
 MF1077
 MF1077.Superseded values are not recommended for survey control.
 MF1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1077.See file dsdata.txt to determine how the superseded data were derived.
 MF1077
 MF1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7920985725(NAD 83)
 MF1077_MARKER: DS = TRIANGULATION STATION DISK
 MF1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1077_STAMPING: CONCORD 1959
 MF1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1077+STABILITY: SURFACE MOTION
 MF1077
 MF1077  HISTORY     - Date     Condition        Report By
 MF1077  HISTORY     - 1959     MONUMENTED       CGS
 MF1077  HISTORY     - 1959     GOOD             CGS
 MF1077  HISTORY     - 19951025 GOOD             USPSQD
 MF1077  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF1077
 MF1077                          STATION DESCRIPTION
 MF1077
 MF1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1077'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF WYANET, 2
 MF1077'MILES EAST OF STATE HIGHWAY NO. 88, ON RIGHT-A-WAY OF A GRAVELED
 MF1077'ROAD AT POINT WHERE THE ROAD TURNS FROM EAST TO SOUTH AND ABOUT
 MF1077'0.1 MILE EAST OF A FARM HOUSE.
 MF1077'
 MF1077'TO REACH FROM INTERSECTION OF U.S. HIGHWAY NO. 34 AND STATE
 MF1077'HIGHWAY NO. 88, (ABOUT 2-1/2 MILES EAST OF SHEFFIELD), GO NORTH
 MF1077'ON STATE HIGHWAY NO. 88 FOR 2.1 MILES TO SIDE ROAD RIGHT.
 MF1077'TURN RIGHT CROSSING RAILROAD TRACKS AND GO EAST AND SOUTH
 MF1077'FOLLOWING MAIN GRAVEL ROAD FOR 2.25 MILES TO AZIMUTH MARK
 MF1077'ON LEFT, CONTINUE ON GRAVEL ROAD TURNING SOUTH THEN EAST TO
 MF1077'STATION ON LEFT AS DESCRIBED.
 MF1077'
 MF1077'STATION MARK, A STANDARD DISK STAMPED CONCORD 1959, IS SET
 MF1077'IN A 10 INCH SQUARE CONCRETE POST WHICH SETS 1 INCH BELOW THE
 MF1077'SURFACE OF THE GROUND.  THE MARK IS 7.9 FEET SOUTH OF WITNESS
 MF1077'POST, 28 FEET SOUTH OF EAST-WEST FENCE, 37 FEET WEST OF
 MF1077'NORTH-SOUTH FENCE AND 19 FEET NORTH OF APPROXIMATE CENTER OF
 MF1077'GRAVELED ROAD.
 MF1077'
 MF1077'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CONCORD NO. 1
 MF1077'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MF1077'3 INCHES.  THE MARK IS 2 FEET EAST OF FENCE LINE, 26 FEET
 MF1077'WEST OF APPROXIMATE CENTER OF GRAVELED ROAD AND 65 FEET
 MF1077'SOUTH-SOUTHWEST OF WITNESS POST.
 MF1077'
 MF1077'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CONCORD NO. 2 1959,
 MF1077'IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 MF1077'THE MARK IS 14 FEET SOUTH OF FENCE LINE, 14 FEET NORTH OF
 MF1077'APPROXIMATE CENTER OF GRAVELED ROAD AND 58 FEET WEST OF WITNESS
 MF1077'POST.
 MF1077'
 MF1077'AZIMUTH MARK, A STANDARD DISK STAMPED CONCORD 1959, IS SET IN
 MF1077'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  THE MARK
 MF1077'IS 40 FEET NORTH-NORTHEAST OF APPROXIMATE CENTER OF GRAVELED
 MF1077'ROAD, 2 FEET SOUTH OF FENCE LINE, 39 FEET WEST OF NATURAL
 MF1077'GAS PIPE LINE CROSSING SIGN NO. 901 AND 2.7 FEET WEST-SOUTHWEST
 MF1077'OF WITNESS POST.
 MF1077'
 MF1077'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 29.21 METERS.
 MF1077'
 MF1077'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 MF1077
 MF1077                          STATION RECOVERY (1959)
 MF1077
 MF1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MF1077'4.8 MI NW FROM WYANET.
 MF1077'ABOUT 2.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1077'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 1.4
 MF1077'MILES NORTH ALONG GRAVEL ROAD, THENCE 1.5 MILES WEST ALONG A
 MF1077'GRAVEL ROAD, AT THE OUTSIDE OF A CURVE WITH TANGENTS TO THE SOUTH
 MF1077'AND WEST, 8 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 MF1077'NORTH-SOUTH PORTION OF THE ROAD, 6 FEET SOUTH OF THE
 MF1077'EXTENDED CENTERLINE OF THE EAST-WEST PORTION OF THE ROAD, 50
 MF1077'FEET NORTHWEST OF A T-FENCE CORNER, 28 FEET SOUTH OF FENCELINE,
 MF1077'37 1/2 FEET WEST OF FENCE LINE, 8.0 FEET SOUTH OF A METAL
 MF1077'WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 MF1077'CONCRETE POST FLUSH WITH THE GROUND.
 MF1077
 MF1077                          STATION RECOVERY (1995)
 MF1077
 MF1077'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1077'RECOVERED IN GOOD CONDITION.
 MF1077
 MF1077                          STATION RECOVERY (2001)
 MF1077
 MF1077'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0260 ***********************************************************************
 JB0260  DESIGNATION -  CONCORD AZ MK
 JB0260  PID         -  JB0260
 JB0260  STATE/COUNTY-  IL/WHITE
 JB0260  USGS QUAD   -  CENTERVILLE (1974)
 JB0260
 JB0260                         *CURRENT SURVEY CONTROL
 JB0260  ___________________________________________________________________
 JB0260* NAD 83(1986)-  38 14 47.     (N)    088 09 03.     (W)     SCALED    
 JB0260* NAVD 88     -       116.921  (meters)     383.60   (feet)  ADJUSTED  
 JB0260  ___________________________________________________________________
 JB0260  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB0260  DYNAMIC HT  -         116.845 (meters)     383.35  (feet)  COMP
 JB0260  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 JB0260
 JB0260  VERT ORDER  -  SECOND    CLASS 0
 JB0260
 JB0260.The horizontal coordinates were scaled from a topographic map and have
 JB0260.an estimated accuracy of +/- 6 seconds.
 JB0260
 JB0260.The orthometric height was determined by differential leveling
 JB0260.and adjusted by the National Geodetic Survey in June 1991..
 JB0260
 JB0260.The geoid height was determined by GEOID03.
 JB0260
 JB0260.The dynamic height is computed by dividing the NAVD 88
 JB0260.geopotential number by the normal gravity value computed on the
 JB0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0260.degrees latitude (g = 980.6199 gals.).
 JB0260
 JB0260.The modeled gravity was interpolated from observed gravity values.
 JB0260
 JB0260;                    North         East    Units  Estimated Accuracy
 JB0260;SPC IL E     -   175,340.      315,980.      MT  (+/- 180 meters Scaled)
 JB0260
 JB0260                          SUPERSEDED SURVEY CONTROL
 JB0260
 JB0260  NGVD 29 (??/??/92)  117.046  (m)          384.01   (f) ADJ UNCH    2 0
 JB0260
 JB0260.Superseded values are not recommended for survey control.
 JB0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0260.See file dsdata.txt to determine how the superseded data were derived.
 JB0260
 JB0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH992337(NAD 83)
 JB0260_MARKER: DZ = AZIMUTH MARK DISK
 JB0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0260_STAMPING: CONCORD 1961
 JB0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0260+STABILITY: SURFACE MOTION
 JB0260
 JB0260  HISTORY     - Date     Condition        Report By
 JB0260  HISTORY     - 1961     MONUMENTED       CGS
 JB0260
 JB0260                          STATION DESCRIPTION
 JB0260
 JB0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0260'6 MI SE FROM BURNT PRAIRIE.
 JB0260'ABOUT 4.3 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0260'BURNT PRAIRIE, THENCE FROM THE END OF BLACK TOP CONTINUE 1.6
 JB0260'MILE EAST ON GRAVELED ROAD, THENCE 0.15 MILE SOUTH ON GRAVELED
 JB0260'ROAD, 90 FEET NORTHWEST OF THE 4TH. POWER POLE SOUTH OF ROAD
 JB0260'JUNCTION, 18 FEET WEST OF CENTER OF ROAD, 2 FEET SOUTH OF THE
 JB0260'6TH. TELEPHONE POLE SOUTH OF ROAD JUNCTION, 1.6 FEET NORTH OF
 JB0260'WITNESS POST, ABOUT 0.5 FOOT BELOW THE LEVEL OF ROAD, AND SET
 JB0260'IN TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1858 ***********************************************************************
 HB1858  CBN         -  This is a Cooperative Base Network Control Station.
 HB1858  DESIGNATION -  CONCORD R 9 13
 HB1858  PID         -  HB1858
 HB1858  STATE/COUNTY-  IL/POPE
 HB1858  USGS QUAD   -  HEROD (1996)
 HB1858
 HB1858                         *CURRENT SURVEY CONTROL
 HB1858  ___________________________________________________________________
 HB1858* NAD 83(1997)-  37 30 30.91491(N)    088 29 24.40240(W)     ADJUSTED  
 HB1858* NAVD 88     -       226.4    (meters)     743.     (feet)  GPS OBS   
 HB1858  ___________________________________________________________________
 HB1858  X           -     133,485.917 (meters)                     COMP
 HB1858  Y           -  -5,064,222.008 (meters)                     COMP
 HB1858  Z           -   3,862,440.301 (meters)                     COMP
 HB1858  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 HB1858  ELLIP HEIGHT-         197.25  (meters)          (10/15/04) GPS OBS
 HB1858  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB1858
 HB1858  HORZ ORDER  -  B
 HB1858  ELLP ORDER  -  FOURTH    CLASS II
 HB1858
 HB1858.The horizontal coordinates were established by GPS observations
 HB1858.and adjusted by the National Geodetic Survey in July 1998..
 HB1858
 HB1858.The orthometric height was determined by GPS observations and a
 HB1858.high-resolution geoid model.
 HB1858
 HB1858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1858
 HB1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1858
 HB1858.The ellipsoidal height was determined by GPS observations
 HB1858.and is referenced to NAD 83.
 HB1858
 HB1858.The geoid height was determined by GEOID03.
 HB1858
 HB1858;                    North         East     Units Scale Factor Converg.
 HB1858;SPC IL E     -    93,444.985   286,138.726   MT  0.99997737   -0 05 43.7
 HB1858;SPC IL E     -   306,577.42    938,773.47   sFT  0.99997737   -0 05 43.7
 HB1858;UTM  16      - 4,152,336.951   368,300.118   MT  0.99981365   -0 54 26.7
 HB1858
 HB1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1858!SPC IL E     -   0.99996905  x   0.99997737  =   0.99994642
 HB1858!UTM  16      -   0.99996905  x   0.99981365  =   0.99978270
 HB1858
 HB1858:                Primary Azimuth Mark                     Grid Az
 HB1858:SPC IL E     -  CONCORD R 9 13 AZ MK                     181 12 05.4
 HB1858:UTM  16      -  CONCORD R 9 13 AZ MK                     182 00 48.4
 HB1858
 HB1858|---------------------------------------------------------------------|
 HB1858| PID    Reference Object                     Distance      Geod. Az  |
 HB1858|                                                           dddmmss.s |
 HB1858| HB1857 CONCORD R 9 13 AZ MK                APPROX. 0.9 KM 1810621.7 |
 HB1858|---------------------------------------------------------------------|
 HB1858
 HB1858                          SUPERSEDED SURVEY CONTROL
 HB1858
 HB1858  ELLIP H (07/17/98)  197.26   (m)                       GP(       ) 4 1
 HB1858  NAD 83(1997)-  37 30 30.91957(N)    088 29 24.40148(W) AD(       ) 1
 HB1858  NAD 83(1986)-  37 30 30.92591(N)    088 29 24.40484(W) AD(       ) 1
 HB1858
 HB1858.Superseded values are not recommended for survey control.
 HB1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1858.See file dsdata.txt to determine how the superseded data were derived.
 HB1858
 HB1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6830052337(NAD 83)
 HB1858_MARKER: I = METAL ROD
 HB1858_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1858_SP_SET: STAINLESS STEEL ROD
 HB1858_STAMPING: CONCORD R 9 13 1991
 HB1858_MARK LOGO: USFS  
 HB1858_PROJECTION: RECESSED 10 CENTIMETERS
 HB1858_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1858+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1997
 HB1858_ROD/PIPE-DEPTH: 10   meters
 HB1858_SLEEVE-DEPTH  : 1 meters
 HB1858
 HB1858  HISTORY     - Date     Condition        Report By
 HB1858  HISTORY     - 1991     MONUMENTED       USFS
 HB1858  HISTORY     - 19921211 GOOD
 HB1858  HISTORY     - 19970303 GOOD             NGS
 HB1858
 HB1858                          STATION DESCRIPTION
 HB1858
 HB1858'DESCRIBED BY US FOREST SERVICE 1991
 HB1858'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 LOCATED
 HB1858'IN HARRISBURG, IL GO SOUTHERLY 9.7 KM (6.0 MI) ON ROUTE 145-34 TO THE
 HB1858'JUNCTION OF ILLINOIS STATE ROUTE 145 AND 34, TURN LEFT (EASTERLY) ON
 HB1858'ROUTE 34 AND GO 12.1 KM (7.5 MI) TO A ROAD ON THE RIGHT (SOUTHERLY),
 HB1858'TURN RIGHT (SOUTHERLY) AND GO 10.7 KM (6.6 MI) TO THE STATION ON THE
 HB1858'LEFT (EAST)APPROXIMATELY 12.19 M (39.99 FT) WEST OF OLD GRAND PIERRE
 HB1858'CEMETERY AND 9.1 M (29.9 FT) NORTH OF A ROAD TO THE EAST.  STATION
 HB1858'(CONCORD) IS AN ALUMINUM CYLINDER WITH ACCESS COVER, SET IN CONCRETE
 HB1858'WITH CENTER PUNCHED VERTICAL STAINLESS STEEL ROD INSIDE ACCESS COVER.
 HB1858'1.)  7.5M EAST OF THE CENTERLINE OF A NORTHSOUTH ROAD.
 HB1858'2.)  4.7M NORTH OF A CONCRETE MONUMENT
 HB1858'3.)  26.5M NORTHEAST OF THE SOUTHWEST FENCE CORNER OF A CHAINLINK
 HB1858'FENCE AROUND THE CEMETERY.
 HB1858
 HB1858                          STATION RECOVERY (1992)
 HB1858
 HB1858'RECOVERED 1992
 HB1858'RECOVERED IN GOOD CONDITION.
 HB1858
 HB1858                          STATION RECOVERY (1997)
 HB1858
 HB1858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 HB1858'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) NORTH OF GOLCONDA AND
 HB1858'5 MILES (8.0 KM) EAST OF EDDYVILLE.  TO REACH FROM THE JUNCTION OF
 HB1858'STATE ROUTES 34 AND 145 ABOUT 6 MILES (9.7 KM) SOUTH OF HARRISBURG,
 HB1858'PROCEED EAST AND SOUTH ON ROUTE 34 FOR 7.5 MI (12.1 KM) TO A GRAVEL
 HB1858'ROAD RIGHT, SOUTH, WILLIAMS HILL ROAD, JUST BEFORE REACHING THE SMALL
 HB1858'TOWN OF HEROD.  TURN RIGHT AND GO SOUTH AND WEST FOR 6.6 MI (10.6 KM)
 HB1858'TO THE STATION ON THE LEFT IN THE NORTHEAST ANGLE OF A T-ROAD EAST AT
 HB1858'OLD GRAND PIERRE CEMETERY.  IT IS ABOUT 12 M (39.4 FT) WEST OF THE
 HB1858'CEMETERY, 7.5 M (24.6 FT) EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 HB1858'9.1 M (29.9 FT) NORTH OF THE CENTER OF THE ROAD EAST, 4.7 M (15.4 FT)
 HB1858'NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, AND 26.5 M (86.9 FT)
 HB1858'NORTHWEST OF THE SOUTHWEST FENCE CORNER OF A CHAINLINK FENCE.
 HB1858'NOTE--ACCESS TO THE STATION POINT IS THROUGH A 5 INCH ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1857 ***********************************************************************
 HB1857  DESIGNATION -  CONCORD R 9 13 AZ MK
 HB1857  PID         -  HB1857
 HB1857  STATE/COUNTY-  IL/POPE
 HB1857  USGS QUAD   -  HEROD (1996)
 HB1857
 HB1857                         *CURRENT SURVEY CONTROL
 HB1857  ___________________________________________________________________
 HB1857* NAD 83(1997)-  37 30 01.57541(N)    088 29 25.11337(W)     ADJUSTED  
 HB1857* NAVD 88     -       235.0    (meters)     771.     (feet)  GPS OBS   
 HB1857  ___________________________________________________________________
 HB1857  X           -     133,483.150 (meters)                     COMP
 HB1857  Y           -  -5,064,779.782 (meters)                     COMP
 HB1857  Z           -   3,861,727.922 (meters)                     COMP
 HB1857  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HB1857  ELLIP HEIGHT-         205.81  (meters)          (03/08/05) GPS OBS
 HB1857  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB1857
 HB1857  HORZ ORDER  -  FIRST
 HB1857  ELLP ORDER  -  FOURTH    CLASS I
 HB1857
 HB1857.The horizontal coordinates were established by classical geodetic methods
 HB1857.and adjusted by the National Geodetic Survey in October 1999..
 HB1857
 HB1857.The orthometric height was determined by GPS observations and a
 HB1857.high-resolution geoid model.
 HB1857
 HB1857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1857
 HB1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1857
 HB1857.The ellipsoidal height was determined by GPS observations
 HB1857.and is referenced to NAD 83.
 HB1857
 HB1857.The geoid height was determined by GEOID03.
 HB1857
 HB1857;                    North         East     Units Scale Factor Converg.
 HB1857;SPC IL E     -    92,540.507   286,119.757   MT  0.99997737   -0 05 44.0
 HB1857;SPC IL E     -   303,609.98    938,711.24   sFT  0.99997737   -0 05 44.0
 HB1857;UTM  16      - 4,151,432.980   368,268.339   MT  0.99981375   -0 54 26.6
 HB1857
 HB1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1857!SPC IL E     -   0.99996770  x   0.99997737  =   0.99994508
 HB1857!UTM  16      -   0.99996770  x   0.99981375  =   0.99978146
 HB1857
 HB1857:                Primary Azimuth Mark                     Grid Az
 HB1857:SPC IL E     -  CONCORD R 9 13                           001 12 05.3
 HB1857:UTM  16      -  CONCORD R 9 13                           002 00 47.9
 HB1857
 HB1857|---------------------------------------------------------------------|
 HB1857| PID    Reference Object                     Distance      Geod. Az  |
 HB1857|                                                           dddmmss.s |
 HB1857| HB1858 CONCORD R 9 13                      APPROX. 0.9 KM 0010621.3 |
 HB1857|---------------------------------------------------------------------|
 HB1857
 HB1857                          SUPERSEDED SURVEY CONTROL
 HB1857
 HB1857  ELLIP H (10/21/99)  205.82   (m)                       GP(       ) 4 1
 HB1857  NAD 83(1997)-  37 30 01.57651(N)    088 29 25.11307(W) AD(       ) 1
 HB1857  NAD 83(1997)-  37 30 01.58004(N)    088 29 25.11248(W) AD(       ) 1
 HB1857  NAD 83(1986)-  37 30 01.58637(N)    088 29 25.11589(W) AD(       ) 1
 HB1857
 HB1857.Superseded values are not recommended for survey control.
 HB1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1857.See file dsdata.txt to determine how the superseded data were derived.
 HB1857
 HB1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6826851433(NAD 83)
 HB1857_MARKER: DD = SURVEY DISK
 HB1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1857_SP_SET: CONCRETE POST
 HB1857_STAMPING: CONCORD AZIMUTH R-9-13 1991
 HB1857_MARK LOGO: USFS  
 HB1857_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1857+STABILITY: POSITION/ELEVATION WELL
 HB1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1857+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1992
 HB1857
 HB1857  HISTORY     - Date     Condition        Report By
 HB1857  HISTORY     - 1991     MONUMENTED       USFS
 HB1857  HISTORY     - 19921211 GOOD
 HB1857
 HB1857                          STATION DESCRIPTION
 HB1857
 HB1857'DESCRIBED BY US FOREST SERVICE 1991
 HB1857'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 LOCATED
 HB1857'IN HARRISBURG, IL GO SOUTHERLY 9.7 KM (6.0 MI) ON ROUTE 145-34 TO THE
 HB1857'JUNCTION OF ILLINOIS STATE ROUTE 145 AND 34, TURN LEFT (EASTERLY) ON
 HB1857'ROUTE 34 AND GO 12.1 KM (7.5 MI) TO A ROAD ON THE RIGHT (SOUTHERLY),
 HB1857'TURN RIGHT (SOUTHERLY) AND GO 10.7 KM (6.6 MI) TO THE STATION ON THE
 HB1857'LEFT (EAST)APPROXIMATELY 12.19 M (39.99 FT) WEST OF OLD GRAND PIERRE
 HB1857'CEMETERY AND 9.1 M (29.9 FT) NORTH OF A ROAD TO THE EAST,CONTINUE
 HB1857'(SOUTHERLY) 1.05 KM (0.65 MI) TO THE STATION AZIMUTH ON THE LEFT
 HB1857'(EAST) SIDE OF THE ROAD.  STATION AZIMUTH (CONCORD) IS A CIRCULAR
 HB1857'INSCRIBED ALUMINUM CAP WITH A CENTER PUNCHED MARK, SET IN CONCRETE.
 HB1857'1.)  4.8M EAST OF THE CENTERLINE OF A NORTHSOUTH ROAD.
 HB1857'2.)  18.9M SOUTH OF A POWER POLE.
 HB1857'3.)  31.1M NORTHEAST OF THE CENTERLINE OF AN EASTWEST GRAVEL ROAD
 HB1857'WHERE IT INTERSECTS WITH THE NORTHSOUTH ROAD.
 HB1857
 HB1857                          STATION RECOVERY (1992)
 HB1857
 HB1857'RECOVERED 1992
 HB1857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0263 ***********************************************************************
 JB0263  DESIGNATION -  CONCORD RM 1
 JB0263  PID         -  JB0263
 JB0263  STATE/COUNTY-  IL/WHITE
 JB0263  USGS QUAD   -  CENTERVILLE (1974)
 JB0263
 JB0263                         *CURRENT SURVEY CONTROL
 JB0263  ___________________________________________________________________
 JB0263* NAD 83(1986)-  38 14 30.     (N)    088 09 03.     (W)     SCALED    
 JB0263* NAVD 88     -       117.297  (meters)     384.83   (feet)  ADJUSTED  
 JB0263  ___________________________________________________________________
 JB0263  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JB0263  DYNAMIC HT  -         117.221 (meters)     384.58  (feet)  COMP
 JB0263  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 JB0263
 JB0263  VERT ORDER  -  SECOND    CLASS 0
 JB0263
 JB0263.The horizontal coordinates were scaled from a topographic map and have
 JB0263.an estimated accuracy of +/- 6 seconds.
 JB0263
 JB0263.The orthometric height was determined by differential leveling
 JB0263.and adjusted by the National Geodetic Survey in June 1991..
 JB0263
 JB0263.The geoid height was determined by GEOID03.
 JB0263
 JB0263.The dynamic height is computed by dividing the NAVD 88
 JB0263.geopotential number by the normal gravity value computed on the
 JB0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0263.degrees latitude (g = 980.6199 gals.).
 JB0263
 JB0263.The modeled gravity was interpolated from observed gravity values.
 JB0263
 JB0263;                    North         East    Units  Estimated Accuracy
 JB0263;SPC IL E     -   174,820.      315,980.      MT  (+/- 180 meters Scaled)
 JB0263
 JB0263                          SUPERSEDED SURVEY CONTROL
 JB0263
 JB0263  NGVD 29 (??/??/92)  117.422  (m)          385.24   (f) ADJ UNCH    2 0
 JB0263
 JB0263.Superseded values are not recommended for survey control.
 JB0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0263.See file dsdata.txt to determine how the superseded data were derived.
 JB0263
 JB0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH992332(NAD 83)
 JB0263_MARKER: DR = REFERENCE MARK DISK
 JB0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0263_STAMPING: CONCORD NO 1 1961
 JB0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0263+STABILITY: SURFACE MOTION
 JB0263
 JB0263  HISTORY     - Date     Condition        Report By
 JB0263  HISTORY     - 1961     MONUMENTED       CGS
 JB0263
 JB0263                          STATION DESCRIPTION
 JB0263
 JB0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0263'6.2 MI SE FROM BURNT PRAIRIE.
 JB0263'ABOUT 4.3 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0263'BURNT PRAIRIE.  FROM END OF BLACK TOP ROAD CONTINUE EAST 1.6
 JB0263'MILE ON GRAVELED ROAD, THENCE 0.3 MILE SOUTH ON GRAVELED ROAD,
 JB0263'ABOUT 0.1 MILE NORTH OF FARM HOUSE WEST OF ROAD AND NEAR A FENCE
 JB0263'CORNER WEST OF ROAD, 115.7 FEET SOUTH OF TRAVERSE STATION
 JB0263'CONCORD, 45 FEET EAST OF FENCE CORNER, 44 FEET EAST OF 2ND.
 JB0263'TELEPHONE POLE NORTH OF HOUSE, 23 FEET EAST OF CENTER OF ROAD,
 JB0263'3 FEET NORTH OF 2ND. POWER POLE NORTH OF HOUSE, 1.6 FEET SOUTH
 JB0263'OF WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF
 JB0263'A CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1076 ***********************************************************************
 MF1076  DESIGNATION -  CONCORD RM 1
 MF1076  PID         -  MF1076
 MF1076  STATE/COUNTY-  IL/BUREAU
 MF1076  USGS QUAD   -  MANLIUS (1983)
 MF1076
 MF1076                         *CURRENT SURVEY CONTROL
 MF1076  ___________________________________________________________________
 MF1076* NAD 83(1986)-  41 23 33.     (N)    089 38 26.     (W)     SCALED    
 MF1076* NAVD 88     -       215.366  (meters)     706.58   (feet)  ADJUSTED  
 MF1076  ___________________________________________________________________
 MF1076  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MF1076  DYNAMIC HT  -         215.279 (meters)     706.29  (feet)  COMP
 MF1076  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 MF1076
 MF1076  VERT ORDER  -  SECOND    CLASS 0
 MF1076
 MF1076.The horizontal coordinates were scaled from a topographic map and have
 MF1076.an estimated accuracy of +/- 6 seconds.
 MF1076
 MF1076.The orthometric height was determined by differential leveling
 MF1076.and adjusted by the National Geodetic Survey in June 1991..
 MF1076
 MF1076.The geoid height was determined by GEOID03.
 MF1076
 MF1076.The dynamic height is computed by dividing the NAVD 88
 MF1076.geopotential number by the normal gravity value computed on the
 MF1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1076.degrees latitude (g = 980.6199 gals.).
 MF1076
 MF1076.The modeled gravity was interpolated from observed gravity values.
 MF1076
 MF1076;                    North         East    Units  Estimated Accuracy
 MF1076;SPC IL W     -   524,750.      744,000.      MT  (+/- 180 meters Scaled)
 MF1076
 MF1076                          SUPERSEDED SURVEY CONTROL
 MF1076
 MF1076  NGVD 29 (??/??/92)  215.444  (m)          706.84   (f) ADJ UNCH    2 0
 MF1076
 MF1076.Superseded values are not recommended for survey control.
 MF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1076.See file dsdata.txt to determine how the superseded data were derived.
 MF1076
 MF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL792856(NAD 83)
 MF1076_MARKER: DR = REFERENCE MARK DISK
 MF1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1076_STAMPING: CONCORD NO 1 1959
 MF1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1076+STABILITY: SURFACE MOTION
 MF1076
 MF1076  HISTORY     - Date     Condition        Report By
 MF1076  HISTORY     - 1959     MONUMENTED       CGS
 MF1076  HISTORY     - 19951025 MARK NOT FOUND   USPSQD
 MF1076  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF1076
 MF1076                          STATION DESCRIPTION
 MF1076
 MF1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1076'4.8 MI NW FROM WYANET.
 MF1076'ABOUT 2.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1076'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 1.4
 MF1076'MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.15 MILES WEST ALONG A
 MF1076'GRAVEL ROAD, AT THE INSIDE OF A CURVE WITH TANGENTS TO THE SOUTH
 MF1076'AND WEST, 34 1/2 FEET WEST OF THE EXTENDED CENTERLINE OF THE
 MF1076'NORTH-SOUTH PORTION OF THE ROAD, 71 FEET SOUTH OF THE EXTENDED
 MF1076'CENTERLINE OF THE EAST-WEST PORTION OF THE ROAD, 63 FEET WEST OF
 MF1076'FENCE CORNER, 2 FEET EAST OF FENCE LINE, 57.2 FEET SOUTH OF
 MF1076'TRIANGULATION STATION CONCORD, 65.0 FEET SOUTH OF A METAL
 MF1076'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN
 MF1076'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF1076
 MF1076                          STATION RECOVERY (1995)
 MF1076
 MF1076'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1076'MARK NOT FOUND.
 MF1076
 MF1076                          STATION RECOVERY (2001)
 MF1076
 MF1076'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0261 ***********************************************************************
 JB0261  DESIGNATION -  CONCORD RM 2
 JB0261  PID         -  JB0261
 JB0261  STATE/COUNTY-  IL/WHITE
 JB0261  USGS QUAD   -  CENTERVILLE (1974)
 JB0261
 JB0261                         *CURRENT SURVEY CONTROL
 JB0261  ___________________________________________________________________
 JB0261* NAD 83(1986)-  38 14 30.     (N)    088 09 03.     (W)     SCALED    
 JB0261* NAVD 88     -       117.156  (meters)     384.37   (feet)  ADJUSTED  
 JB0261  ___________________________________________________________________
 JB0261  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JB0261  DYNAMIC HT  -         117.080 (meters)     384.12  (feet)  COMP
 JB0261  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 JB0261
 JB0261  VERT ORDER  -  SECOND    CLASS 0
 JB0261
 JB0261.The horizontal coordinates were scaled from a topographic map and have
 JB0261.an estimated accuracy of +/- 6 seconds.
 JB0261
 JB0261.The orthometric height was determined by differential leveling
 JB0261.and adjusted by the National Geodetic Survey in June 1991..
 JB0261
 JB0261.The geoid height was determined by GEOID03.
 JB0261
 JB0261.The dynamic height is computed by dividing the NAVD 88
 JB0261.geopotential number by the normal gravity value computed on the
 JB0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0261.degrees latitude (g = 980.6199 gals.).
 JB0261
 JB0261.The modeled gravity was interpolated from observed gravity values.
 JB0261
 JB0261;                    North         East    Units  Estimated Accuracy
 JB0261;SPC IL E     -   174,820.      315,980.      MT  (+/- 180 meters Scaled)
 JB0261
 JB0261                          SUPERSEDED SURVEY CONTROL
 JB0261
 JB0261  NGVD 29 (??/??/92)  117.281  (m)          384.78   (f) ADJ UNCH    2 0
 JB0261
 JB0261.Superseded values are not recommended for survey control.
 JB0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0261.See file dsdata.txt to determine how the superseded data were derived.
 JB0261
 JB0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH992332(NAD 83)
 JB0261_MARKER: DR = REFERENCE MARK DISK
 JB0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0261_STAMPING: CONCORD NO 2 1961
 JB0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0261+STABILITY: SURFACE MOTION
 JB0261
 JB0261  HISTORY     - Date     Condition        Report By
 JB0261  HISTORY     - 1961     MONUMENTED       CGS
 JB0261
 JB0261                          STATION DESCRIPTION
 JB0261
 JB0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0261'6.2 MI SE FROM BURNT PRAIRIE.
 JB0261'ABOUT 4.3 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0261'BURNT PRAIRIE.  FROM THE END OF THE BLACK TOP CONTINUE EAST
 JB0261'1.6 MILE ON GRAVELED ROAD, THENCE 0.3 MILE SOUTH ON GRAVELED ROAD,
 JB0261'ABOUT 0.1 MILE NORTH OF FARM HOUSE WEST OF ROAD AND NEAR FENCE
 JB0261'CORNER WEST OF ROAD, 163 FEET NORTHWEST OF 2ND. POWER POLE NORTH
 JB0261'OF HOUSE, 163 FEET NORTH OF FENCE CORNER, 158.3 FEET NORTHWEST
 JB0261'OF WITNESS POST, 56.8 FEET NORTHWEST OF TRAVERSE STATION CONCORD,
 JB0261'20 FEET WEST OF CENTER OF ROAD, 2.5 FEET SOUTH OF 3RD. TELEPHONE
 JB0261'POLE NORTH OF HOUSE, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF
 JB0261'A CONCRETE POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1078 ***********************************************************************
 MF1078  DESIGNATION -  CONCORD RM 2
 MF1078  PID         -  MF1078
 MF1078  STATE/COUNTY-  IL/BUREAU
 MF1078  USGS QUAD   -  MANLIUS (1983)
 MF1078
 MF1078                         *CURRENT SURVEY CONTROL
 MF1078  ___________________________________________________________________
 MF1078* NAD 83(1986)-  41 23 33.     (N)    089 38 26.     (W)     SCALED    
 MF1078* NAVD 88     -       215.137  (meters)     705.83   (feet)  ADJUSTED  
 MF1078  ___________________________________________________________________
 MF1078  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MF1078  DYNAMIC HT  -         215.050 (meters)     705.54  (feet)  COMP
 MF1078  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 MF1078
 MF1078  VERT ORDER  -  SECOND    CLASS 0
 MF1078
 MF1078.The horizontal coordinates were scaled from a topographic map and have
 MF1078.an estimated accuracy of +/- 6 seconds.
 MF1078
 MF1078.The orthometric height was determined by differential leveling
 MF1078.and adjusted by the National Geodetic Survey in June 1991..
 MF1078
 MF1078.The geoid height was determined by GEOID03.
 MF1078
 MF1078.The dynamic height is computed by dividing the NAVD 88
 MF1078.geopotential number by the normal gravity value computed on the
 MF1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1078.degrees latitude (g = 980.6199 gals.).
 MF1078
 MF1078.The modeled gravity was interpolated from observed gravity values.
 MF1078
 MF1078;                    North         East    Units  Estimated Accuracy
 MF1078;SPC IL W     -   524,750.      744,000.      MT  (+/- 180 meters Scaled)
 MF1078
 MF1078                          SUPERSEDED SURVEY CONTROL
 MF1078
 MF1078  NGVD 29 (??/??/92)  215.215  (m)          706.08   (f) ADJ UNCH    2 0
 MF1078
 MF1078.Superseded values are not recommended for survey control.
 MF1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1078.See file dsdata.txt to determine how the superseded data were derived.
 MF1078
 MF1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL792856(NAD 83)
 MF1078_MARKER: DB = BENCH MARK DISK
 MF1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1078_STAMPING: CONCORD NO 2 1959
 MF1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1078+STABILITY: SURFACE MOTION
 MF1078
 MF1078  HISTORY     - Date     Condition        Report By
 MF1078  HISTORY     - 1959     MONUMENTED       CGS
 MF1078  HISTORY     - 19951025 MARK NOT FOUND   USPSQD
 MF1078  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF1078
 MF1078                          STATION DESCRIPTION
 MF1078
 MF1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1078'4.8 MI NW FROM WYANET.
 MF1078'ABOUT 2.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1078'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 1.4
 MF1078'MILES NORTH ALONG GRAVEL ROAD, THENCE 1.15 MILES WEST ALONG A
 MF1078'GRAVEL ROAD, AT THE OUTSIDE OF A CURVE WITH TANGENTS TO THE
 MF1078'WEST AND SOUTH, 59 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 MF1078'NORTH-SOUTH PORTION OF THE ROAD, 9 1/2 FEET NORTH OF THE EXTENDED
 MF1078'CENTER LINE OF THE EAST-WEST PORTION OF THE ROAD, 111 FEET
 MF1078'WEST-NORTHWEST OF FENCE CORNER, 13 1/2 FEET SOUTH OF FENCE LINE,
 MF1078'61.2 FEET WEST OF TRIANGULATION STATION CONCORD, 58.0 FEET WEST
 MF1078'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE
 MF1078'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MF1078
 MF1078                          STATION RECOVERY (1995)
 MF1078
 MF1078'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1078'MARK NOT FOUND.
 MF1078
 MF1078                          STATION RECOVERY (2001)
 MF1078
 MF1078'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0650 ***********************************************************************
 JB0650  DESIGNATION -  CONE
 JB0650  PID         -  JB0650
 JB0650  STATE/COUNTY-  IL/MARION
 JB0650  USGS QUAD   -  SALEM SOUTH (1978)
 JB0650
 JB0650                         *CURRENT SURVEY CONTROL
 JB0650  ___________________________________________________________________
 JB0650* NAD 83(1997)-  38 36 45.38801(N)    088 58 36.15406(W)     ADJUSTED  
 JB0650* NAVD 88     -       162.600  (meters)     533.46   (feet)  ADJUSTED  
 JB0650  ___________________________________________________________________
 JB0650  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JB0650  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JB0650  DYNAMIC HT  -         162.497 (meters)     533.13  (feet)  COMP
 JB0650  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JB0650
 JB0650  HORZ ORDER  -  SECOND
 JB0650  VERT ORDER  -  SECOND    CLASS 0
 JB0650
 JB0650.The horizontal coordinates were established by classical geodetic methods
 JB0650.and adjusted by the National Geodetic Survey in October 1999..
 JB0650
 JB0650.The orthometric height was determined by differential leveling
 JB0650.and adjusted by the National Geodetic Survey in June 1991..
 JB0650
 JB0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0650
 JB0650.The geoid height was determined by GEOID03.
 JB0650
 JB0650.The dynamic height is computed by dividing the NAVD 88
 JB0650.geopotential number by the normal gravity value computed on the
 JB0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0650.degrees latitude (g = 980.6199 gals.).
 JB0650
 JB0650.The modeled gravity was interpolated from observed gravity values.
 JB0650
 JB0650;                    North         East     Units Scale Factor Converg.
 JB0650;SPC IL E     -   216,170.351   243,965.146   MT  1.00001365   -0 24 05.4
 JB0650;SPC IL E     -   709,218.89    800,408.98   sFT  1.00001365   -0 24 05.4
 JB0650;UTM  16      - 4,275,641.777   327,896.199   MT  0.99996476   -1 14 01.9
 JB0650
 JB0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0650!SPC IL E     -   0.99997934  x   1.00001365  =   0.99999299
 JB0650!UTM  16      -   0.99997934  x   0.99996476  =   0.99994410
 JB0650
 JB0650:                Primary Azimuth Mark                     Grid Az
 JB0650:SPC IL E     -  SALEM N MUNICIPAL TANK                   043 30 06.3
 JB0650:UTM  16      -  SALEM N MUNICIPAL TANK                   044 20 02.8
 JB0650
 JB0650|---------------------------------------------------------------------|
 JB0650| PID    Reference Object                     Distance      Geod. Az  |
 JB0650|                                                           dddmmss.s |
 JB0650| JB1791 SALEM N MUNICIPAL TANK              APPROX. 4.1 KM 0430600.9 |
 JB0650| JB1787 SALEM BROWN SHOE CO WATER TANK      APPROX. 2.7 KM 0644645.6 |
 JB0650| JB1788 SALEM S MUNICIPAL TANK              APPROX. 2.6 KM 0723311.2 |
 JB0650| JB0649 CONE RM 1                            24.923 METERS 21953     |
 JB0650| JB0652 CONE RM 3                            22.975 METERS 22352     |
 JB0650| CI4151 CONE AZ MK                                         2755316.7 |
 JB0650| JB0651 CONE RM 2                            36.939 METERS 30947     |
 JB0650|---------------------------------------------------------------------|
 JB0650
 JB0650                          SUPERSEDED SURVEY CONTROL
 JB0650
 JB0650  NAD 83(1986)-  38 36 45.40344(N)    088 58 36.15054(W) AD(       ) 2
 JB0650  NAD 27      -  38 36 45.22493(N)    088 58 35.93598(W) AD(       ) 2
 JB0650  NGVD 29 (??/??/92)  162.710  (m)          533.82   (f) ADJ UNCH    2 0
 JB0650
 JB0650.Superseded values are not recommended for survey control.
 JB0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0650.See file dsdata.txt to determine how the superseded data were derived.
 JB0650
 JB0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2789675642(NAD 83)
 JB0650_MARKER: DE = TRAVERSE STATION DISK
 JB0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0650_STAMPING: CONE 1960
 JB0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0650+STABILITY: SURFACE MOTION
 JB0650
 JB0650  HISTORY     - Date     Condition        Report By
 JB0650  HISTORY     - 1960     MONUMENTED       CGS
 JB0650  HISTORY     - 1960     GOOD             CGS
 JB0650  HISTORY     - 1968     GOOD             CGS
 JB0650  HISTORY     - 1968     GOOD             NGS
 JB0650  HISTORY     - 1970     GOOD             NGS
 JB0650
 JB0650                          STATION DESCRIPTION
 JB0650
 JB0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0650'STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF SALEM, JUST SOUTH OF
 JB0650'THE MISSOURI-ILLINOIS
 JB0650'RAILROAD TRACK AND IN THE SOUTHEAST ANGLE OF INTERSECTION.
 JB0650'
 JB0650'TO REACH FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE ROUTE 37 IN
 JB0650'SALEM, GO WEST OF U S
 JB0650'HIGHWAY 50 FOR 1.65 MILES TO CROSSROAD AND JOHNNYS DRIVE
 JB0650'INN IN NORTHEAST ANGLE OF
 JB0650'INTERSECTION, TURN LEFT AND GO SOUTH FOR
 JB0650'0.15 MILE TO RAILROAD CROSSING, CROSS
 JB0650'RAILROAD TRACKS AND GO SOUTH
 JB0650'THEN WEST AND SOUTH AGAIN ON MAIN TRAVELED ROAD FOR 0.6 MILE TO
 JB0650'RAILROAD CROSSING, CROSS TRACKS AND GO ABOUT 100 FEET TO STATION ON
 JB0650'LEFT IN SOUTHEAST
 JB0650'ANGLE OF INTERSECTION AS DESCRIBED.
 JB0650'
 JB0650'STATION MARK, A STANDARD TRAVERSE DISK STAMPED CONE 1960, IS SET IN
 JB0650'TOP OF A 14 INCH SQUARE
 JB0650'CONCRETE POST WHICH IS SET ABOUT 17 INCHES BELOW THE
 JB0650'SURFACE OF THE GROUND.  THE
 JB0650'MARK IS 67 FEET EAST OF CENTER OF ROAD,
 JB0650'54 FEET EAST-SOUTHEAST OF SOUTH ONE OF A
 JB0650'DOUBLE POWER POLE NO
 JB0650'C1813D810, 51.2 FEET EAST OF THE WITNESS POST AND FENCE, 45
 JB0650'FEET SOUTH OF
 JB0650'THE CENTER OF ROAD AND 33.5 FEET SOUTH OF A LARGE TREE.
 JB0650'
 JB0650'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED CONE
 JB0650'NO 1 1960, IS SET IN TOP OF
 JB0650'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0650'6 INCHES.  THE MARK IS 77.3 FEET
 JB0650'SOUTH OF SOUTH ONE OF A DOUBLE POWER
 JB0650'POLE NO C1813D810, 64.2 FEET SOUTH OF THE WITNESS
 JB0650'POST, 16 FEET EAST
 JB0650'OF THE CENTER OF ROAD AND 1 FOOT WEST OF FENCE.
 JB0650'
 JB0650'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED CONE
 JB0650'NO 2 1960, IS SET IN TOP OF
 JB0650'A 14X16 INCH CONCRETE POST WHICH IS SET FLUSH.  THE
 JB0650'MARK IS 32.5 FEET NORTH OF A
 JB0650'TELEPHONE POLE NO C1317, 29 FEET WEST OF
 JB0650'THE CENTER OF ROAD, 20 FEET SOUTHWEST OF
 JB0650'RAILROAD SWITCH STAND, 16.5
 JB0650'FEET SOUTH-SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD TRACK
 JB0650'AND 16.5 FEET
 JB0650'NORTHWEST OF CENTER OF ROAD.
 JB0650'
 JB0650'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED CONE 1960, IS SET
 JB0650'IN TOP OF A 12 INCH SQUARE
 JB0650'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  THE
 JB0650'MARK IS 43 FEET EAST OF THE CENTER
 JB0650'OF ROAD, 13.5 FEET NORTH OF CENTER
 JB0650'OF CATTLE GUARD GATE, 12 FEET NORTHWEST OF CENTER OF
 JB0650'ROAD, 1.5 EAST
 JB0650'OF FENCE AND 1.7 FEET NORTHEAST OF THE WITNESS POST.
 JB0650'
 JB0650'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1 MILE TO
 JB0650'SIDE ROAD LEFT, TURN LEFT
 JB0650'AND GO WESTERLY FOR 0.3 MILE TO THE AZIMUTH MARK ON
 JB0650'RIGHT AS DESCRIBED.
 JB0650'
 JB0650'HEIGHT OF LIGHT ABOVE STATION MARK 26.50 METERS.
 JB0650
 JB0650                          STATION RECOVERY (1960)
 JB0650
 JB0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0650'2.2 MI W FROM SALEM.
 JB0650'ABOUT 1.65 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0650'THE STATION AT SALEM, THENCE 0.6 MILE SOUTH ALONG AN OILED ROAD,
 JB0650'AT THE JUNCTION OF A GRAVEL ROAD EAST WHICH IS JUST SOUTH OF A
 JB0650'RAILROAD CROSSING, 68 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JB0650'45 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 51 FEET EAST
 JB0650'OF A FENCE, 34 FEET SOUTH OF A FENCE, 45 FEET SOUTHEAST OF A
 JB0650'FENCE CORNER, 54 FEET EAST-SOUTHEAST OF A POWER POLE NUMBER
 JB0650'C-13-8-C-8-10, 33 FEET SOUTH OF A 30-INCH TRIANGULAR BLAZED OAK
 JB0650'TREE, 51.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JB0650'THE ROAD AND SET IN THE TOP OF A CONCRETE POST 18 INCHES
 JB0650'UNDERGROUND.
 JB0650
 JB0650                          STATION RECOVERY (1968)
 JB0650
 JB0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JB0650'THE AZIMUTH MARK AND RM 1 WERE NOT FOUND.  PROBABLY DESTROYED BY ROAD
 JB0650'GRADER.
 JB0650'
 JB0650'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 JB0650'GOOD CONDITION.
 JB0650'REFERENCE MARK 1 WAS FOUND UPROOTED BY ROAD
 JB0650'EQUIPEMENT.  REFERENCE MARK 3 WAS
 JB0650'SET.  THE AZIMUTH MARK WAS REPORTED
 JB0650'NOT FOUND AND PROBABLY DESTROYED BY THE USGS BUT WAS FOUND AS
 JB0650'DESCRIBED AND IN GOOD CONDITION.  HOWEVER THE AZIMUTH MARK IS NOW
 JB0650'OBSTRUCTED TO THE
 JB0650'STATION BY TREES AND BRUSH.  DUE TO CHANGES AT THE
 JB0650'STATION SITE A NEW DESCRIPTION FOLLOWS.
 JB0650'
 JB0650'LOCATED ABOUT 2 MILES SOUTHWEST OF SALEM, JUST SOUTH OF THE
 JB0650'MISSOURI-ILLINOIS
 JB0650'RAILROAD TRACK.  IT IS 132 FEET SOUTHEAST OF THE
 JB0650'INTERSECTION OF THE RAILROAD TRACK.
 JB0650'IT IS 132 FEET SOUTHEAST OF THE
 JB0650'INTERSECTION OF THE RAILROAD TRACK AND A PAVED ROAD, 100 FEET
 JB0650'SOUTHEAST OF TELEPHONE POLE NO. C 13 17, 76 FEET NORTHEAST OF A METAL
 JB0650'WITNESS POST, 68
 JB0650'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND 51
 JB0650'FEET EAST OF A POWER POLE.  THE
 JB0650'MONUMENT IS 7 INCHES BELOW THE GROUND
 JB0650'AND THE DISK IS STAMPED CONE 1960.
 JB0650'
 JB0650'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE
 JB0650'HIGHWAY 37 IN
 JB0650'SALEM, GO WEST ON HIGHWAY 50 FOR 1.65 MILES TO A
 JB0650'CROSSROAD.  TURN LEFT AND GO
 JB0650'SOUTH ON PAVED ROAD FOR 0.15 MILE TO A
 JB0650'RAILROAD CROSSING.  CROSS THE TRACKS AND GO
 JB0650'SOUTH, WEST AND SOUTH ON
 JB0650'PAVED ROAD FOR 0.6 MILE TO A RAILROAD CROSSING AND THE STATION
 JB0650'AS DESCRIBED.
 JB0650'
 JB0650'REFERENCE MARK 2 IS 47 FEET SOUTHWEST OF THE CROSSING, 32 FEET NORTH
 JB0650'OF THE TELEPHONE
 JB0650'POLE, 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 15
 JB0650'FEET NORTH OF THE CENTERLINE OF A
 JB0650'GRAVEL ROAD WEST AND 11 FEET SOUTH
 JB0650'OF THE SOUTH RAIL OF THE TRACKS.  THE MONUMENT IS
 JB0650'FLUSH AND THE DISK
 JB0650'IS STAMPED CONE NO 2 1960.
 JB0650'
 JB0650'REFERENCE MARK 3 IS 51 FEET SOUTH OF THE POWER POLE, 16 FEET EAST OF
 JB0650'THE CENTERLINE OF
 JB0650'THE PAVED ROAD AND 1 FOOT EAST OF A METAL WITNESS
 JB0650'POST.  THE MONUMENT PROJECTS 5
 JB0650'INCHES AND THE DISK IS STAMPED CONE
 JB0650'1960 NO 3 1968.
 JB0650'
 JB0650'THE AZIMUTH MARK IS 43 FEET EAST OF THE CENTERLINE OF A GRADED ROAD,
 JB0650'12 FEET NORTHWEST
 JB0650'OF THE CENTERLINE OF A GRADED ROAD, 1 FOOT EAST OF
 JB0650'A FENCE AND 2 FEET NORTHEAST OF A
 JB0650'METAL WITNESS POST.  THE MONUMENT
 JB0650'IS FLUSH AND THE DISK IS STAMPED CONE 1960.
 JB0650'
 JB0650'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE ROAD FOR
 JB0650'0.1 MILE TO A SIDE
 JB0650'ROAD LEFT.  TURN LEFT AND GO WEST ON THE ROAD FOR
 JB0650'0.3 MILE TO A T-ROAD AND THE MARK IN
 JB0650'THE NORTHEAST ANGLE.
 JB0650
 JB0650                          STATION RECOVERY (1968)
 JB0650
 JB0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JB0650'RECOVERED IN GOOD CONDITION.
 JB0650
 JB0650                          STATION RECOVERY (1970)
 JB0650
 JB0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JB0650'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 JB0650'FOUND IN GOOD CONDITION AND AS DESCRIBED IN THE 1968 RECOVERY
 JB0650'NOTE.  THE STATION MARK WAS REPORTED DESTROYED OR NOT FOUND BUT
 JB0650'THIS WAS FOUND TO BE IN ERROR.
 JB0650'
 JB0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 JB0650'SOUTHWEST OF SALEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0651 ***********************************************************************
 JB0651  DESIGNATION -  CONE RM 2
 JB0651  PID         -  JB0651
 JB0651  STATE/COUNTY-  IL/MARION
 JB0651  USGS QUAD   -  SALEM SOUTH (1978)
 JB0651
 JB0651                         *CURRENT SURVEY CONTROL
 JB0651  ___________________________________________________________________
 JB0651* NAD 83(1986)-  38 36 45.     (N)    088 58 35.     (W)     SCALED    
 JB0651* NAVD 88     -       162.843  (meters)     534.26   (feet)  ADJUSTED  
 JB0651  ___________________________________________________________________
 JB0651  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JB0651  DYNAMIC HT  -         162.740 (meters)     533.92  (feet)  COMP
 JB0651  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JB0651
 JB0651  VERT ORDER  -  SECOND    CLASS 0
 JB0651
 JB0651.The horizontal coordinates were scaled from a topographic map and have
 JB0651.an estimated accuracy of +/- 6 seconds.
 JB0651
 JB0651.The orthometric height was determined by differential leveling
 JB0651.and adjusted by the National Geodetic Survey in June 1991..
 JB0651
 JB0651.The geoid height was determined by GEOID03.
 JB0651
 JB0651.The dynamic height is computed by dividing the NAVD 88
 JB0651.geopotential number by the normal gravity value computed on the
 JB0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0651.degrees latitude (g = 980.6199 gals.).
 JB0651
 JB0651.The modeled gravity was interpolated from observed gravity values.
 JB0651
 JB0651;                    North         East    Units  Estimated Accuracy
 JB0651;SPC IL E     -   216,160.      243,990.      MT  (+/- 180 meters Scaled)
 JB0651
 JB0651                          SUPERSEDED SURVEY CONTROL
 JB0651
 JB0651  NGVD 29 (??/??/92)  162.953  (m)          534.62   (f) ADJ UNCH    2 0
 JB0651
 JB0651.Superseded values are not recommended for survey control.
 JB0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0651.See file dsdata.txt to determine how the superseded data were derived.
 JB0651
 JB0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH279756(NAD 83)
 JB0651_MARKER: DR = REFERENCE MARK DISK
 JB0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0651_STAMPING: CONE NO 2 1960
 JB0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0651+STABILITY: SURFACE MOTION
 JB0651
 JB0651  HISTORY     - Date     Condition        Report By
 JB0651  HISTORY     - 1960     MONUMENTED       CGS
 JB0651  HISTORY     - 1968     GOOD             NGS
 JB0651
 JB0651                          STATION DESCRIPTION
 JB0651
 JB0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0651'2.2 MI W FROM SALEM.
 JB0651'ABOUT 1.65 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0651'THE STATION AT SALEM, THENCE 0.6 MILE SOUTH ALONG AN OILED ROAD
 JB0651'TO THE CROSSING OF A RAILROAD TRACK, AT THE EAST END OF THE
 JB0651'SPUR TRACK, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET
 JB0651'SOUTHEAST OF THE SOUTHEAST RAIL, 52 FEET SOUTHWEST OF THE CENTER
 JB0651'OF THE CROSSING, 20 FEET SOUTHWEST OF A SWITCH STAND, 76 FEET
 JB0651'NORTHWEST OF POWER POLE C-13-8-D-8-10, 121.3 FEET NORTHWEST OF
 JB0651'TRAVERSE STATION CONE, 86.9 FEET NORTH-NORTHWEST OF A METAL
 JB0651'WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD AND SET
 JB0651'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JB0651
 JB0651                          STATION RECOVERY (1968)
 JB0651
 JB0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JB0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0652 ***********************************************************************
 JB0652  DESIGNATION -  CONE RM 3
 JB0652  PID         -  JB0652
 JB0652  STATE/COUNTY-  IL/MARION
 JB0652  USGS QUAD   -  SALEM SOUTH (1978)
 JB0652
 JB0652                         *CURRENT SURVEY CONTROL
 JB0652  ___________________________________________________________________
 JB0652* NAD 83(1986)-  38 36 45.     (N)    088 58 35.     (W)     SCALED    
 JB0652* NAVD 88     -       162.97   (meters)     534.7    (feet)  RESET     
 JB0652  ___________________________________________________________________
 JB0652  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JB0652
 JB0652  VERT ORDER  -  THIRD
 JB0652
 JB0652.The horizontal coordinates were scaled from a topographic map and have
 JB0652.an estimated accuracy of +/- 6 seconds.
 JB0652
 JB0652.The orthometric height was computed from unverified reset data.
 JB0652
 JB0652.The geoid height was determined by GEOID03.
 JB0652
 JB0652;                    North         East    Units  Estimated Accuracy
 JB0652;SPC IL E     -   216,160.      243,990.      MT  (+/- 180 meters Scaled)
 JB0652
 JB0652                          SUPERSEDED SURVEY CONTROL
 JB0652
 JB0652.No superseded survey control is available for this station.
 JB0652
 JB0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH279756(NAD 83)
 JB0652_MARKER: DR = REFERENCE MARK DISK
 JB0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0652_STAMPING: CONE 1960 NO 3 1968
 JB0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0652
 JB0652  HISTORY     - Date     Condition        Report By
 JB0652  HISTORY     - 1968     MONUMENTED       CGS
 JB0652
 JB0652                          STATION DESCRIPTION
 JB0652
 JB0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JB0652'2.2 MI W FROM SALEM.
 JB0652'ABOUT 1.65 MILES WEST ALONG THE B AND O RAILROAD FROM THE
 JB0652'STATION AT SALEM, THEN 0.6 MILE SOUTH ALONG AN OILED ROAD, AT
 JB0652'THE JUNCTION OF A GRAVEL ROAD EAST, 51 FEET SOUTH OF A POWER
 JB0652'POLE, 16 FEET EAST OF THE CENTERLINE OF PAVED ROAD, AND 1 FOOT
 JB0652'EAST OF A STEEL WITNESS POST.  THE MARK PROJECTS 5 INCHES.  IT
 JB0652'IS 75.38 FEET SOUTHWEST FROM TRIANGULATION STATION, CONE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0945 ***********************************************************************
 LC0945  DESIGNATION -  CONG
 LC0945  PID         -  LC0945
 LC0945  STATE/COUNTY-  IL/WOODFORD
 LC0945  USGS QUAD   -  DANVERS (1970)
 LC0945
 LC0945                         *CURRENT SURVEY CONTROL
 LC0945  ___________________________________________________________________
 LC0945* NAD 83(1997)-  40 36 47.06969(N)    089 13 20.18319(W)     ADJUSTED  
 LC0945* NAVD 88     -       226.258  (meters)     742.31   (feet)  ADJUSTED  
 LC0945  ___________________________________________________________________
 LC0945  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 LC0945  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LC0945  DYNAMIC HT  -         226.155 (meters)     741.98  (feet)  COMP
 LC0945  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 LC0945
 LC0945  HORZ ORDER  -  SECOND
 LC0945  VERT ORDER  -  SECOND    CLASS 0
 LC0945
 LC0945.The horizontal coordinates were established by classical geodetic methods
 LC0945.and adjusted by the National Geodetic Survey in October 1999..
 LC0945
 LC0945.The orthometric height was determined by differential leveling
 LC0945.and adjusted by the National Geodetic Survey in June 1991..
 LC0945
 LC0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0945
 LC0945.The geoid height was determined by GEOID03.
 LC0945
 LC0945.The dynamic height is computed by dividing the NAVD 88
 LC0945.geopotential number by the normal gravity value computed on the
 LC0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0945.degrees latitude (g = 980.6199 gals.).
 LC0945
 LC0945.The modeled gravity was interpolated from observed gravity values.
 LC0945
 LC0945;                    North         East     Units Scale Factor Converg.
 LC0945;SPC IL W     -   438,488.701   779,915.420   MT  1.00001976   +0 36 53.2
 LC0945;SPC IL W     - 1,438,608.35  2,558,772.51   sFT  1.00001976   +0 36 53.2
 LC0945;SPC IL E     -   438,454.657   224,774.644   MT  1.00004463   -0 34 43.2
 LC0945;SPC IL E     - 1,438,496.65    737,448.14   sFT  1.00004463   -0 34 43.2
 LC0945;UTM  16      - 4,498,179.981   312,007.473   MT  1.00003503   -1 26 49.2
 LC0945
 LC0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0945!SPC IL W     -   0.99996958  x   1.00001976  =   0.99998934
 LC0945!SPC IL E     -   0.99996958  x   1.00004463  =   1.00001421
 LC0945!UTM  16      -   0.99996958  x   1.00003503  =   1.00000461
 LC0945
 LC0945:                Primary Azimuth Mark                     Grid Az
 LC0945:SPC IL W     -  CONG AZ MK                               024 29 18.3
 LC0945:SPC IL E     -  CONG AZ MK                               025 40 54.7
 LC0945:UTM  16      -  CONG AZ MK                               026 33 00.7
 LC0945
 LC0945|---------------------------------------------------------------------|
 LC0945| PID    Reference Object                     Distance      Geod. Az  |
 LC0945|                                                           dddmmss.s |
 LC0945| LC0947 CONG AZ MK                                         0250611.5 |
 LC0945| LC0946 CONG RM 2                            10.780 METERS 08821     |
 LC0945| LC0944 CONG RM 1                            15.108 METERS 35841     |
 LC0945|---------------------------------------------------------------------|
 LC0945
 LC0945                          SUPERSEDED SURVEY CONTROL
 LC0945
 LC0945  NAD 83(1986)-  40 36 47.08267(N)    089 13 20.18499(W) AD(       ) 2
 LC0945  NAD 27      -  40 36 46.94880(N)    089 13 19.87970(W) AD(       ) 2
 LC0945  NGVD 29 (??/??/92)  226.329  (m)          742.55   (f) ADJ UNCH    2 0
 LC0945
 LC0945.Superseded values are not recommended for survey control.
 LC0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0945.See file dsdata.txt to determine how the superseded data were derived.
 LC0945
 LC0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1200798180(NAD 83)
 LC0945_MARKER: DS = TRIANGULATION STATION DISK
 LC0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0945_STAMPING: CONG 1959
 LC0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0945+STABILITY: SURFACE MOTION
 LC0945
 LC0945  HISTORY     - Date     Condition        Report By
 LC0945  HISTORY     - 1959     MONUMENTED       CGS
 LC0945  HISTORY     - 1959     GOOD             CGS
 LC0945  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0945  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0945
 LC0945                          STATION DESCRIPTION
 LC0945
 LC0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0945'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF GOODFIELD
 LC0945'AND 1.0 MILE WEST OF CONGERVILLE.
 LC0945'
 LC0945'TO REACH THE STATION FROM THE POST OFFICE IN CONGERVILLE,
 LC0945'GO NORTH 0.1 MILE TO U.S. HIGHWAY 150.  TURN LEFT, GO WEST
 LC0945'FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 LC0945'ON GRAVEL ROAD FOR 0.25 MILE TO STATION ON RIGHT AS DESCRIBED.
 LC0945'
 LC0945'STATION MARK, IS A STANDARD DISK STAMPED CONG 1959, IS SET
 LC0945'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 LC0945'THE MARK IS 1-1/2 FEET EAST OF FENCE, 1.8 FEET SOUTHEAST OF
 LC0945'WITNESS POST, 20 FEET WEST OF CENTER OF GRAVEL ROAD AND 87
 LC0945'FEET SOUTH OF FENCE CORNER.
 LC0945'
 LC0945'REFERENCE MARK NUMBER 1, IS A STANDARD DISK STAMPED CONG
 LC0945'NO. 1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0945'PROJECTS ABOUT 2 INCHES.  THE MARK IS 1-1/2 FEET EAST OF
 LC0945'FENCE, 20 FEET WEST OF CENTER OF GRAVEL ROAD AND 37 FEET
 LC0945'SOUTH OF FENCE CORNER.
 LC0945'
 LC0945'REFERENCE MARK NUMBER 2, IS A STANDARD DISK STAMPED CONG
 LC0945'NO. 2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0945'PROJECTS ABOUT 2 INCHES.  THE MARK IS 1 FOOT WEST OF FENCE,
 LC0945'19 FEET EAST OF CENTER OF GRAVEL ROAD AND 77 FEET SOUTH OF LANE.
 LC0945'
 LC0945'AZIMUTH MARK, IS A STANDARD DISK STAMPED CONG 1959, IS SET
 LC0945'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCHES.
 LC0945'THE MARK IS 1.6 FEET SOUTH OF WITNESS POST, 31 FEET SOUTH
 LC0945'OF CENTER OF U.S. HIGHWAY 150 AND 30 FEET WEST OF A POWER
 LC0945'POLE.
 LC0945'
 LC0945'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH 0.25 MILE
 LC0945'TO U.S. HIGHWAY 150, TURN RIGHT AND GO 0.2 MILE TO AZIMUTH
 LC0945'MARK ON RIGHT AS DESCRIBED.
 LC0945
 LC0945                          STATION RECOVERY (1959)
 LC0945
 LC0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0945'1.2 MI W FROM CONGERVILLE.
 LC0945'ABOUT 0.1 MILE NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 LC0945'AT CONGERVILLE, THENCE 0.9 MILES WEST ALONG U.S. HIGHWAY 150,
 LC0945'THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF
 LC0945'A FARM LANE EAST, 18 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LC0945'1.5 FEET EAST OF A FENCE, 8 1/2 FEET SOUTH OF A T-FENCE CORNER,
 LC0945'79 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE JUNCTION, 1.7
 LC0945'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE
 LC0945'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0945'PROJECTING 3 INCHES.
 LC0945
 LC0945                          STATION RECOVERY (1988)
 LC0945
 LC0945'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0945'MARK NOT FOUND.
 LC0945
 LC0945                          STATION RECOVERY (1998)
 LC0945
 LC0945'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0947 ***********************************************************************
 LC0947  DESIGNATION -  CONG AZ MK
 LC0947  PID         -  LC0947
 LC0947  STATE/COUNTY-  IL/WOODFORD
 LC0947  USGS QUAD   -  DANVERS (1970)
 LC0947
 LC0947                         *CURRENT SURVEY CONTROL
 LC0947  ___________________________________________________________________
 LC0947* NAD 83(1986)-  40 37 00.     (N)    089 13 10.     (W)     SCALED    
 LC0947* NAVD 88     -       225.732  (meters)     740.59   (feet)  ADJUSTED  
 LC0947  ___________________________________________________________________
 LC0947  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LC0947  DYNAMIC HT  -         225.628 (meters)     740.25  (feet)  COMP
 LC0947  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 LC0947
 LC0947  VERT ORDER  -  SECOND    CLASS 0
 LC0947
 LC0947.The horizontal coordinates were scaled from a topographic map and have
 LC0947.an estimated accuracy of +/- 6 seconds.
 LC0947
 LC0947.The orthometric height was determined by differential leveling
 LC0947.and adjusted by the National Geodetic Survey in June 1991..
 LC0947
 LC0947.The geoid height was determined by GEOID03.
 LC0947
 LC0947.The dynamic height is computed by dividing the NAVD 88
 LC0947.geopotential number by the normal gravity value computed on the
 LC0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0947.degrees latitude (g = 980.6199 gals.).
 LC0947
 LC0947.The modeled gravity was interpolated from observed gravity values.
 LC0947
 LC0947;                    North         East    Units  Estimated Accuracy
 LC0947;SPC IL W     -   438,890.      780,150.      MT  (+/- 180 meters Scaled)
 LC0947
 LC0947                          SUPERSEDED SURVEY CONTROL
 LC0947
 LC0947  NGVD 29 (??/??/92)  225.802  (m)          740.82   (f) ADJ UNCH    2 0
 LC0947
 LC0947.Superseded values are not recommended for survey control.
 LC0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0947.See file dsdata.txt to determine how the superseded data were derived.
 LC0947
 LC0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK122985(NAD 83)
 LC0947_MARKER: DZ = AZIMUTH MARK DISK
 LC0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0947_STAMPING: CONG 1959
 LC0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0947+STABILITY: SURFACE MOTION
 LC0947
 LC0947  HISTORY     - Date     Condition        Report By
 LC0947  HISTORY     - 1959     MONUMENTED       CGS
 LC0947  HISTORY     - 1988     GOOD             USPSQD
 LC0947  HISTORY     - 19981023 GOOD             USPSQD
 LC0947
 LC0947                          STATION DESCRIPTION
 LC0947
 LC0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0947'0.9 MI W FROM CONGERVILLE.
 LC0947'ABOUT 0.1 MILE NORTH ALONG AN ASPHALT STREET FROM THE POST
 LC0947'OFFICE AT CONGERVILLE, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY
 LC0947'150, ABOUT 0.1 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH,
 LC0947'ON THE TOP OF A CUT SOUTH OF THE HIGHWAY, AT A FARM DRIVE SOUTH
 LC0947'TO A FIELD, 31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 113
 LC0947'FEET EAST OF THE CENTER LINE OF THE FARM DRIVE, 30 1/2 FEET
 LC0947'WEST OF THE FIRST POWER POLE EAST OF THE FARM DRIVE, 1.6 FEET
 LC0947'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF
 LC0947'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0947'3 INCHES.
 LC0947
 LC0947                          STATION RECOVERY (1988)
 LC0947
 LC0947'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0947'RECOVERED IN GOOD CONDITION.
 LC0947
 LC0947                          STATION RECOVERY (1998)
 LC0947
 LC0947'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0944 ***********************************************************************
 LC0944  DESIGNATION -  CONG RM 1
 LC0944  PID         -  LC0944
 LC0944  STATE/COUNTY-  IL/WOODFORD
 LC0944  USGS QUAD   -  DANVERS (1970)
 LC0944
 LC0944                         *CURRENT SURVEY CONTROL
 LC0944  ___________________________________________________________________
 LC0944* NAD 83(1986)-  40 36 46.     (N)    089 13 19.     (W)     SCALED    
 LC0944* NAVD 88     -       226.399  (meters)     742.78   (feet)  ADJUSTED  
 LC0944  ___________________________________________________________________
 LC0944  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LC0944  DYNAMIC HT  -         226.296 (meters)     742.44  (feet)  COMP
 LC0944  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 LC0944
 LC0944  VERT ORDER  -  SECOND    CLASS 0
 LC0944
 LC0944.The horizontal coordinates were scaled from a topographic map and have
 LC0944.an estimated accuracy of +/- 6 seconds.
 LC0944
 LC0944.The orthometric height was determined by differential leveling
 LC0944.and adjusted by the National Geodetic Survey in June 1991..
 LC0944
 LC0944.The geoid height was determined by GEOID03.
 LC0944
 LC0944.The dynamic height is computed by dividing the NAVD 88
 LC0944.geopotential number by the normal gravity value computed on the
 LC0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0944.degrees latitude (g = 980.6199 gals.).
 LC0944
 LC0944.The modeled gravity was interpolated from observed gravity values.
 LC0944
 LC0944;                    North         East    Units  Estimated Accuracy
 LC0944;SPC IL W     -   438,460.      779,940.      MT  (+/- 180 meters Scaled)
 LC0944
 LC0944                          SUPERSEDED SURVEY CONTROL
 LC0944
 LC0944  NGVD 29 (??/??/92)  226.470  (m)          743.01   (f) ADJ UNCH    2 0
 LC0944
 LC0944.Superseded values are not recommended for survey control.
 LC0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0944.See file dsdata.txt to determine how the superseded data were derived.
 LC0944
 LC0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK120981(NAD 83)
 LC0944_MARKER: DR = REFERENCE MARK DISK
 LC0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0944_STAMPING: CONG NO 1 1959
 LC0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0944+STABILITY: SURFACE MOTION
 LC0944
 LC0944  HISTORY     - Date     Condition        Report By
 LC0944  HISTORY     - 1959     MONUMENTED       CGS
 LC0944  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0944  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0944
 LC0944                          STATION DESCRIPTION
 LC0944
 LC0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0944'1.2 MI W FROM CONGERVILLE.
 LC0944'ABOUT 0.1 MILES NORTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 LC0944'AT CONGERVILLE, THENCE 0.9 MILES WEST ALONG U.S. HIGHWAY 150,
 LC0944'THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, AT THE JUNCTION
 LC0944'OF A FARM LANE EAST, 17 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LC0944'1.6 FEET EAST OF A FENCE, 38 FEET SOUTH OF A T-FENCE CORNER,
 LC0944'49.6 FEET NORTH OF TRIANGULATION STATION CONG, 32 FEET SOUTHWEST
 LC0944'OF THE CENTER LINE OF THE JUNCTION, 48.5 FEET NORTH OF A METAL
 LC0944'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN
 LC0944'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0944
 LC0944                          STATION RECOVERY (1988)
 LC0944
 LC0944'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0944'MARK NOT FOUND.
 LC0944
 LC0944                          STATION RECOVERY (1998)
 LC0944
 LC0944'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0946 ***********************************************************************
 LC0946  DESIGNATION -  CONG RM 2
 LC0946  PID         -  LC0946
 LC0946  STATE/COUNTY-  IL/WOODFORD
 LC0946  USGS QUAD   -  DANVERS (1970)
 LC0946
 LC0946                         *CURRENT SURVEY CONTROL
 LC0946  ___________________________________________________________________
 LC0946* NAD 83(1986)-  40 36 46.     (N)    089 13 19.     (W)     SCALED    
 LC0946* NAVD 88     -       226.353  (meters)     742.63   (feet)  ADJUSTED  
 LC0946  ___________________________________________________________________
 LC0946  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LC0946  DYNAMIC HT  -         226.250 (meters)     742.29  (feet)  COMP
 LC0946  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 LC0946
 LC0946  VERT ORDER  -  SECOND    CLASS 0
 LC0946
 LC0946.The horizontal coordinates were scaled from a topographic map and have
 LC0946.an estimated accuracy of +/- 6 seconds.
 LC0946
 LC0946.The orthometric height was determined by differential leveling
 LC0946.and adjusted by the National Geodetic Survey in June 1991..
 LC0946
 LC0946.The geoid height was determined by GEOID03.
 LC0946
 LC0946.The dynamic height is computed by dividing the NAVD 88
 LC0946.geopotential number by the normal gravity value computed on the
 LC0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0946.degrees latitude (g = 980.6199 gals.).
 LC0946
 LC0946.The modeled gravity was interpolated from observed gravity values.
 LC0946
 LC0946;                    North         East    Units  Estimated Accuracy
 LC0946;SPC IL W     -   438,460.      779,940.      MT  (+/- 180 meters Scaled)
 LC0946
 LC0946                          SUPERSEDED SURVEY CONTROL
 LC0946
 LC0946  NGVD 29 (??/??/92)  226.424  (m)          742.86   (f) ADJ UNCH    2 0
 LC0946
 LC0946.Superseded values are not recommended for survey control.
 LC0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0946.See file dsdata.txt to determine how the superseded data were derived.
 LC0946
 LC0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK120981(NAD 83)
 LC0946_MARKER: DR = REFERENCE MARK DISK
 LC0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0946_STAMPING: CONG NO 2 1959
 LC0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0946+STABILITY: SURFACE MOTION
 LC0946
 LC0946  HISTORY     - Date     Condition        Report By
 LC0946  HISTORY     - 1959     MONUMENTED       CGS
 LC0946  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0946  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0946
 LC0946                          STATION DESCRIPTION
 LC0946
 LC0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0946'1.2 MI W FROM CONGERVILLE.
 LC0946'ABOUT 0.1 MILE NORTH ALONG AN ASPHALT STREET FROM THE POST OFFICE
 LC0946'AT CONGERVILLE, THENCE 0.9 MILES WEST ALONG U.S. HIGHWAY 150,
 LC0946'THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF
 LC0946'A FARM LANE EAST, 18 1/2 FEET EAST OF THE CENTER LINE OF THE
 LC0946'ROAD, 1 FOOT WEST OF A FENCE, 75 FEET SOUTH OF THE CENTER LINE
 LC0946'OF THE FARM LANE, 64 FEET SOUTH OF A FENCE CORNER, 35.4 FEET
 LC0946'EAST OF TRIANGULATION STATION CONG, 36.7 FEET EAST OF A METAL
 LC0946'WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 LC0946'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LC0946
 LC0946                          STATION RECOVERY (1988)
 LC0946
 LC0946'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0946'MARK NOT FOUND.
 LC0946
 LC0946                          STATION RECOVERY (1998)
 LC0946
 LC0946'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1908 ***********************************************************************
 LC1908  DESIGNATION -  CONLEY
 LC1908  PID         -  LC1908
 LC1908  STATE/COUNTY-  IL/MCLEAN
 LC1908  USGS QUAD   -  FUNKS GROVE (1981)
 LC1908
 LC1908                         *CURRENT SURVEY CONTROL
 LC1908  ___________________________________________________________________
 LC1908* NAD 83(1997)-  40 19 23.08293(N)    089 03 19.78330(W)     ADJUSTED  
 LC1908* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 LC1908  ___________________________________________________________________
 LC1908  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 LC1908  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LC1908
 LC1908  HORZ ORDER  -  FIRST
 LC1908
 LC1908.The horizontal coordinates were established by classical geodetic methods
 LC1908.and adjusted by the National Geodetic Survey in October 1999..
 LC1908
 LC1908.The orthometric height was scaled from a topographic map.
 LC1908
 LC1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1908
 LC1908.The geoid height was determined by GEOID03.
 LC1908
 LC1908;                    North         East     Units Scale Factor Converg.
 LC1908;SPC IL E     -   406,123.630   238,624.683   MT  1.00002135   -0 28 02.4
 LC1908;SPC IL E     - 1,332,423.94    782,887.81   sFT  1.00002135   -0 28 02.4
 LC1908;SPC IL W     -   406,452.195   794,433.920   MT  1.00005091   +0 43 08.7
 LC1908;SPC IL W     - 1,333,501.91  2,606,405.29   sFT  1.00005091   +0 43 08.7
 LC1908;UTM  16      - 4,465,644.285   325,367.066   MT  0.99997542   -1 19 49.6
 LC1908
 LC1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1908!SPC IL E     -   0.99996945  x   1.00002135  =   0.99999080
 LC1908!SPC IL W     -   0.99996945  x   1.00005091  =   1.00002036
 LC1908!UTM  16      -   0.99996945  x   0.99997542  =   0.99994487
 LC1908
 LC1908|---------------------------------------------------------------------|
 LC1908| PID    Reference Object                     Distance      Geod. Az  |
 LC1908|                                                           dddmmss.s |
 LC1908| CI6846 CONLEY RM 1                          42.898 METERS 00304     |
 LC1908| LC1816 HEYWORTH MUNICIPAL TANK             APPROX. 6.8 KM 0991319.1 |
 LC1908| LC1809 CLINTON ICRR REPAIR SHOPS STK       APPROX.20.7 KM 1532610.7 |
 LC1908| LC1807 CLINTON ILLINOIS POWER CO STK       APPROX.20.4 KM 1562525.3 |
 LC1908| LC1808 CLINTON DEWITT CO CTHSE FINIAL      APPROX.20.6 KM 1565021.4 |
 LC1908| CI6845 CONLEY AZ MK                                       2192838.1 |
 LC1908| LC1911 ATLANTA MUNICIPAL STANDPIPE         APPROX.16.8 KM 2452622.0 |
 LC1908| CI6847 CONLEY RM 2                          40.039 METERS 26254     |
 LC1908| LC1909 CONLEY 1934 RM 3                     24.202 METERS 31927     |
 LC1908|---------------------------------------------------------------------|
 LC1908
 LC1908                          SUPERSEDED SURVEY CONTROL
 LC1908
 LC1908  NAD 83(1986)-  40 19 23.09386(N)    089 03 19.78236(W) AD(       ) 1
 LC1908  NAD 27      -  40 19 22.95700(N)    089 03 19.48590(W) AD(       ) 1
 LC1908
 LC1908.Superseded values are not recommended for survey control.
 LC1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1908.See file dsdata.txt to determine how the superseded data were derived.
 LC1908
 LC1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2536765644(NAD 83)
 LC1908_MARKER: DS = TRIANGULATION STATION DISK
 LC1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1908_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1908
 LC1908  HISTORY     - Date     Condition        Report By
 LC1908  HISTORY     - 1934     MONUMENTED       CGS
 LC1908  HISTORY     - 1959     GOOD             CGS
 LC1908  HISTORY     - 1960     GOOD             CGS
 LC1908  HISTORY     - 1970     GOOD             LOCENG
 LC1908
 LC1908                          STATION DESCRIPTION
 LC1908
 LC1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1908'STATION IS ABOUT 4.0 MILES W AND 0.75 MILES N OF HEYWORTH,
 LC1908'IN CHICKEN LOT OWNED BY MR. CONLEY, WHO LIVES 75 YARDS NNW
 LC1908'OF THE STATION.  MARK IS AT THE SE CORNER OF THE LOT, 17
 LC1908'FEET NW OF A VERY LARGE WILD CHERRY TREE, 15.5 FEET N OF HEDGE
 LC1908'FENCE, 14 FEET W OF WIRE FENCE, 45 FEET W OF GRAVEL ROAD, AND
 LC1908'IS 12 INCHES BELOW THE SURFACE.
 LC1908'
 LC1908'TO REACH THE STATION FROM HEYWORTH, GO WEST ON GRAVEL ROAD
 LC1908'(STATE HIGHWAY 119) FOR 4.0 MILES TO CROSS ROAD, THENCE NORTH
 LC1908'0.75 MILE TO MR. CONLEYS HOUSE AND THE STATION ON WEST SIDE
 LC1908'OF ROAD.
 LC1908'
 LC1908'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1908'BRONZE DISKS SET IN CONCRETE.
 LC1908'
 LC1908'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 30 FEET W OF
 LC1908'CENTER LINE OF GRAVEL ROAD, 2 FEET W OF FENCE CORNER, AND
 LC1908'PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS W OF THE STATION,
 LC1908'IN THE SW CORNER OF LOT, 1 FOOT N OF HEDGE FENCE, 3 FEET E
 LC1908'OF WIRE FENCE, AND PROJECTS 3 INCHES.  THE DISTANCE BETWEEN
 LC1908'REFERENCE MARKS IS 208.80 FEET.
 LC1908'
 LC1908'AZIMUTH MARK IS SW OF THE STATION, 60 FEET W OF LANE TO
 LC1908'FARMHOUSE, 1 FOOT N OF FENCE LINE, 28 FEET N OF CENTER LINE
 LC1908'OF GRAVEL ROAD, AND PROJECTS 3 INCHES.  TO REACH AZIMUTH MARK
 LC1908'FROM THE CROSS ROAD (0.75 MILE S OF THE STATION), GO W FOR
 LC1908'0.75 MILE.
 LC1908
 LC1908                          STATION RECOVERY (1959)
 LC1908
 LC1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1908'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 LC1908'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LC1908'HAD APPARENTLY BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  THE
 LC1908'STATION MARK IS NOW UNDER A POWER LINE AND COULD NOT BE BUILT
 LC1908'OVER.  A REFERENCE MARK 3 WAS ESTABLISHED AND USED AS A NEW
 LC1908'STATION.  A NEW AZIMUTH MARK WAS SET BUT WAS NOT OBSERVED
 LC1908'FROM THE OLD STATION MARK.  A BUILDING HAS BEEN ERECTED BETWEEN
 LC1908'THE STATION AND REFERENCE MARK 2 SO THE DISTANCE AND DIRECTION
 LC1908'WERE NOT CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LC1908'
 LC1908'THE STATION IS ABOUT 4 MILES WEST OF HEYWORTH AND ABOUT 6
 LC1908'MILES EAST OF MC LEAN IN THE NORTHEAST 1/4 OF SEC. 35, T. 22
 LC1908'N., R. 1 E. AND ON THE PROPERTY OF MR. CONLEY.  IT IS 51 FEET
 LC1908'EAST OF THE SOUTHEAST CORNER OF A CHICKEN HOUSE, 43 FEET WEST
 LC1908'OF THE CENTER LINE OF A PAVED ROAD, 17 FEET NORTH OF A FENCE
 LC1908'AND 11 FEET WEST OF A FENCE AND A WITNESS POST.  THE MONUMENT
 LC1908'IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED CONLEY 1934.
 LC1908'
 LC1908'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF U.S.
 LC1908'HIGHWAYS 136 AND 66 AT THE SOUTHEAST EDGE OF MC LEAN, GO EAST
 LC1908'ON HIGHWAY 136 FOR 5.8 MILES TO A PAVED ROAD LEFT.  TURN
 LC1908'LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.75 MILE TO THE
 LC1908'STATION ON THE LEFT.
 LC1908'
 LC1908'REFERENCE MARK 1 IS 61 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LC1908'OF A HOUSE, 44 FEET NORTH OF A POWER POLE, 31 FEET WEST OF THE
 LC1908'CENTERLINE OF THE ROAD AND 1 FOOT SOUTHWEST OF A FENCE CORNER.
 LC1908'THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED CONLEY
 LC1908'NO 1 1934.
 LC1908'
 LC1908'REFERENCE MARK 3 IS 108 FEET SOUTH OF THE SOUTHWEST CORNER
 LC1908'OF A HOUSE, 93 FEET WEST OF THE CENTERLINE OF THE ROAD, 86
 LC1908'FEET EAST OF THE NORTHEAST CORNER OF A BARN AND 57 FEET NORTH
 LC1908'OF THE NORTHEAST CORNER OF THE CHICKEN HOUSE.  THE MONUMENT
 LC1908'IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED CONLEY NO 3
 LC1908'1934.  THIS MARK HAS AN UNDERGROUND MARK.
 LC1908'
 LC1908'FOR ADDITIONAL INFORMATION ON THIS STATION SEE DESCRIPTION
 LC1908'FOR CONLEY R.M. 3.
 LC1908
 LC1908                          STATION RECOVERY (1960)
 LC1908
 LC1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1908'THE STATION WAS RECOVERED AS DESCRIBED IN 1959 BY PARTY 607
 LC1908'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  SINCE THE STATION
 LC1908'HAD BEEN OCCUPIED IN LESS THAN A YEARS TIME NO DIRECTIONS
 LC1908'WERE TAKEN ON THE MARKS, HOWEVER A ROUGH CHECK WAS MADE ON
 LC1908'THE MARKS AND EVERYTHING SEEMED TO BE IN ORDER.
 LC1908
 LC1908                          STATION RECOVERY (1970)
 LC1908
 LC1908'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (TBB)
 LC1908'STATION RECOVERED BY DANNER ENGINEERING DAILY AND ASSOC
 LC1908'
 LC1908'CONLEY 1934-FOUND FROM DESCRIPTION
 LC1908'
 LC1908'CONLEY NO. 3, 1934-FOUND FROM DESCRIPTION
 LC1908'
 LC1908'CONLEY 1934 RESET 1959-FOUND FROM DESCRIPTION
 LC1908'
 LC1908'R.M. 1 AND 2-NOT SEARCHED FOR.
 LC1908'
 LC1908'CONLEY 1934 RESET 1959 AZMK--FENCE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1909 ***********************************************************************
 LC1909  DESIGNATION -  CONLEY 1934 RM 3
 LC1909  PID         -  LC1909
 LC1909  STATE/COUNTY-  IL/MCLEAN
 LC1909  USGS QUAD   -  FUNKS GROVE (1981)
 LC1909
 LC1909                         *CURRENT SURVEY CONTROL
 LC1909  ___________________________________________________________________
 LC1909* NAD 83(1997)-  40 19 23.67915(N)    089 03 20.44970(W)     ADJUSTED  
 LC1909* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 LC1909  ___________________________________________________________________
 LC1909  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 LC1909  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LC1909
 LC1909  HORZ ORDER  -  FIRST
 LC1909
 LC1909.The horizontal coordinates were established by classical geodetic methods
 LC1909.and adjusted by the National Geodetic Survey in October 1999..
 LC1909
 LC1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1909
 LC1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1909
 LC1909.The geoid height was determined by GEOID03.
 LC1909
 LC1909;                    North         East     Units Scale Factor Converg.
 LC1909;SPC IL E     -   406,142.149   238,609.100   MT  1.00002137   -0 28 02.8
 LC1909;SPC IL E     - 1,332,484.70    782,836.69   sFT  1.00002137   -0 28 02.8
 LC1909;SPC IL W     -   406,470.387   794,417.957   MT  1.00005088   +0 43 08.3
 LC1909;SPC IL W     - 1,333,561.59  2,606,352.91   sFT  1.00005088   +0 43 08.3
 LC1909;UTM  16      - 4,465,663.035   325,351.765   MT  0.99997548   -1 19 50.0
 LC1909
 LC1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1909!SPC IL E     -   0.99996950  x   1.00002137  =   0.99999087
 LC1909!SPC IL W     -   0.99996950  x   1.00005088  =   1.00002038
 LC1909!UTM  16      -   0.99996950  x   0.99997548  =   0.99994498
 LC1909
 LC1909|---------------------------------------------------------------------|
 LC1909| PID    Reference Object                     Distance      Geod. Az  |
 LC1909|                                                           dddmmss.s |
 LC1909| CI6846 CONLEY RM 1                                        03624     |
 LC1909| LC1816 HEYWORTH MUNICIPAL TANK             APPROX. 6.8 KM 0992114.3 |
 LC1909| LC1908 CONLEY                               24.202 METERS 13927     |
 LC1909| CI6845 CONLEY AZ MK                                       1724013.4 |
 LC1909| CI6847 CONLEY RM 2                          33.503 METERS 22548     |
 LC1909| LC1910 MC LEAN MUNICIPAL TANK              APPROX. 9.7 KM 2635806.6 |
 LC1909|---------------------------------------------------------------------|
 LC1909
 LC1909                          SUPERSEDED SURVEY CONTROL
 LC1909
 LC1909  NAD 83(1986)-  40 19 23.69016(N)    089 03 20.44885(W) AD(       ) 1
 LC1909  NAD 27      -  40 19 23.55320(N)    089 03 20.15210(W) AD(       ) 1
 LC1909  NGVD 29 (07/19/86)  226.7    (m)          744.     (f) VERT ANG       
 LC1909
 LC1909.Superseded values are not recommended for survey control.
 LC1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1909.See file dsdata.txt to determine how the superseded data were derived.
 LC1909
 LC1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2535265663(NAD 83)
 LC1909_MARKER: DR = REFERENCE MARK DISK
 LC1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1909_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1909+STABILITY: SURFACE MOTION
 LC1909
 LC1909  HISTORY     - Date     Condition        Report By
 LC1909  HISTORY     - 1959     MONUMENTED       CGS
 LC1909  HISTORY     - 1960     GOOD             CGS
 LC1909
 LC1909                          STATION DESCRIPTION
 LC1909
 LC1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1909'THE STATION IS ABOUT 4 MILES WEST OF HEYWORTH, ABOUT 6 MILES
 LC1909'EAST OF MC LEAN, IN THE NORTHEAST 1/4 OF SEC. 35, T. 22 N.,
 LC1909'R. 1 E., AND ON THE PROPERTY OF MR. CONLEY.  IT IS 108 FEET
 LC1909'SOUTH OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 93 FEET WEST
 LC1909'OF THE CENTERLINE OF A PAVED ROAD, 86 FEET EAST OF THE NORTHEAST
 LC1909'CORNER OF A BARN, 78 FEET SOUTH OF A WIRE FENCE, 72 FEET
 LC1909'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, AND 57 FEET
 LC1909'NORTH OF THE NORTHEAST CORNER OF A CHICKEN HOUSE.  THE
 LC1909'MONUMENT IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 LC1909'DISK IS STAMPED CONLEY NO 3 1934.
 LC1909'
 LC1909'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN MC LEAN,
 LC1909'GO SOUTH ON SOUTH EAST STREET FOR 0.15 MILE TO U.S. HIGHWAY
 LC1909'136.  TURN LEFT AND GO EAST ON HIGHWAY 136 FOR 6.0 MILES TO A
 LC1909'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 LC1909'0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LC1909'CONTINUE NORTH ON THE PAVED ROAD FOR 0.2 MILE TO THE STATION
 LC1909'ON THE LEFT AS DESCRIBED.
 LC1909'
 LC1909'REFERENCE MARK 1 IS 61 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LC1909'OF THE HOUSE, 44 FEET NORTH OF THE POWER POLE WITH THE
 LC1909'TRANSFORMER, 31 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD,
 LC1909'AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MONUMENT PROJECTS
 LC1909'5 INCHES AND THE DISK IS STAMPED CONLEY NO 1 1934.
 LC1909'
 LC1909'REFERENCE MARK 2 IS 67 FEET WEST OF THE SOUTHWEST CORNER OF
 LC1909'THE CHICKEN HOUSE, 21 FEET SOUTH OF THE SOUTHEAST CORNER OF
 LC1909'THE BARN, AND 3 FEET NORTHEAST OF A T-FENCE CORNER.  THE
 LC1909'MONUMENT PROJECTS 8 INCHES AND THE DISK IS STAMPED CONLEY
 LC1909'NO 2 1934.
 LC1909'
 LC1909'CONLEY 1934 IS 51 FEET EAST OF THE SOUTHEAST CORNER OF THE
 LC1909'CHICKEN HOUSE, 43 FEET WEST OF THE CENTERLINE OF THE PAVED
 LC1909'ROAD, 17 FEET NORTH OF A WIRE FENCE, 11 FEET WEST OF A WIRE
 LC1909'FENCE, AND 11 FEET WEST OF A WITNESS POST.  THE MONUMENT IS
 LC1909'12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LC1909'STAMPED CONLEY 1934.
 LC1909'
 LC1909'THE AZIMUTH MARK IS 30 FEET SOUTH OF A TELEPHONE POLE WITH
 LC1909'A GUY WIRE, 25 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 LC1909'2 FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE
 LC1909'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CONLEY
 LC1909'1934 RESET 1959.
 LC1909'
 LC1909'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LC1909
 LC1909                          STATION RECOVERY (1960)
 LC1909
 LC1909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1909'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LC1909'FOUND IN GOOD CONDITION.  SINCE THE STATION HAD BEEN OCCUPIED
 LC1909'IN LESS THAN A YEARS TIME NO DIRECTIONS WERE TAKEN ON THE
 LC1909'MARKS, HOWEVER A ROUGH CHECK WAS MADE ON THE MARKS AND EVERYTHING
 LC1909'SEEMED TO BE IN ORDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0327 ***********************************************************************
 JB0327  DESIGNATION -  CONNER
 JB0327  PID         -  JB0327
 JB0327  STATE/COUNTY-  IL/FRANKLIN
 JB0327  USGS QUAD   -  REND LAKE DAM (1975)
 JB0327
 JB0327                         *CURRENT SURVEY CONTROL
 JB0327  ___________________________________________________________________
 JB0327* NAD 83(1997)-  38 04 47.12731(N)    088 54 28.58513(W)     ADJUSTED  
 JB0327* NAVD 88     -       135.391  (meters)     444.20   (feet)  ADJUSTED  
 JB0327  ___________________________________________________________________
 JB0327  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 JB0327  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JB0327  DYNAMIC HT  -         135.301 (meters)     443.90  (feet)  COMP
 JB0327  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 JB0327
 JB0327  HORZ ORDER  -  SECOND
 JB0327  VERT ORDER  -  SECOND    CLASS 0
 JB0327
 JB0327.The horizontal coordinates were established by classical geodetic methods
 JB0327.and adjusted by the National Geodetic Survey in October 1999..
 JB0327
 JB0327.The orthometric height was determined by differential leveling
 JB0327.and adjusted by the National Geodetic Survey in June 1991..
 JB0327
 JB0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0327
 JB0327.The geoid height was determined by GEOID03.
 JB0327
 JB0327.The dynamic height is computed by dividing the NAVD 88
 JB0327.geopotential number by the normal gravity value computed on the
 JB0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0327.degrees latitude (g = 980.6199 gals.).
 JB0327
 JB0327.The modeled gravity was interpolated from observed gravity values.
 JB0327
 JB0327;                    North         East     Units Scale Factor Converg.
 JB0327;SPC IL E     -   156,983.417   249,586.620   MT  1.00000629   -0 21 15.8
 JB0327;SPC IL E     -   515,036.43    818,852.10   sFT  1.00000629   -0 21 15.8
 JB0327;UTM  16      - 4,216,383.097   332,662.050   MT  0.99994488   -1 10 37.2
 JB0327
 JB0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0327!SPC IL E     -   0.99998343  x   1.00000629  =   0.99998972
 JB0327!UTM  16      -   0.99998343  x   0.99994488  =   0.99992831
 JB0327
 JB0327:                Primary Azimuth Mark                     Grid Az
 JB0327:SPC IL E     -  WHITT                                    001 42 45.8
 JB0327:UTM  16      -  WHITT                                    002 32 07.2
 JB0327
 JB0327|---------------------------------------------------------------------|
 JB0327| PID    Reference Object                     Distance      Geod. Az  |
 JB0327|                                                           dddmmss.s |
 JB0327| JB0324 WHITT                               APPROX. 1.7 KM 0012130.0 |
 JB0327| JB0328 CONNER RM 1                          34.723 METERS 18600     |
 JB0327| JB0329 CONNER RM 2                          55.739 METERS 28641     |
 JB0327| JB0330 CONNER RM 3                          36.914 METERS 34254     |
 JB0327|---------------------------------------------------------------------|
 JB0327
 JB0327                          SUPERSEDED SURVEY CONTROL
 JB0327
 JB0327  NAD 83(1997)-  38 04 47.13888(N)    088 54 28.58519(W) AD(       ) 2
 JB0327  NAD 83(1986)-  38 04 47.14066(N)    088 54 28.58673(W) AD(       ) 2
 JB0327  NAD 27      -  38 04 46.96191(N)    088 54 28.34373(W) AD(       ) 2
 JB0327  NGVD 29 (??/??/92)  135.487  (m)          444.51   (f) ADJ UNCH    2 0
 JB0327
 JB0327.Superseded values are not recommended for survey control.
 JB0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0327.See file dsdata.txt to determine how the superseded data were derived.
 JB0327
 JB0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3266216383(NAD 83)
 JB0327_MARKER: DE = TRAVERSE STATION DISK
 JB0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0327_STAMPING: CONNER 1960
 JB0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0327+STABILITY: SURFACE MOTION
 JB0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JB0327+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 JB0327
 JB0327  HISTORY     - Date     Condition        Report By
 JB0327  HISTORY     - 1960     MONUMENTED       CGS
 JB0327  HISTORY     - 1960     GOOD             CGS
 JB0327  HISTORY     - 1973     GOOD             NGS
 JB0327  HISTORY     - 1973     GOOD             NGS
 JB0327  HISTORY     - 1975     GOOD             USGS
 JB0327  HISTORY     - 1978     MARK NOT FOUND   ILDT
 JB0327  HISTORY     - 20041202 GOOD             ILDT
 JB0327
 JB0327                          STATION DESCRIPTION
 JB0327
 JB0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0327'STATION IS LOCATED ABOUT 6.0 MILES NORTH OF BENTON, 5.0 MILES SOUTH
 JB0327'OF INA, 3.0 MILES
 JB0327'WEST-SOUTHWEST OF EWING AND 0.05 MILE EAST OF STATE HIGHWAY 37.
 JB0327'
 JB0327'TO REACH FROM THE COURT HOUSE IN BENTON, GO NORTH ON STATE HIGHWAY 37
 JB0327'FOR 4.8 MILES TO A PAVED
 JB0327'SIDE ROAD LEFT AT SIGN SESSER 9 MILES, CONTINUE
 JB0327'NORTH ON STATE HIGHWAY 37 FOR 1.15
 JB0327'MILES TO CROSSROAD, TURN RIGHT
 JB0327'(EAST) 0.05 MILE TO A FIELD ROAD LEFT, TURN LEFT
 JB0327'(NORTH) 0.1 MILE TO
 JB0327'THE STATION BETWEEN FIELDS.
 JB0327'
 JB0327'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JB0327'CONCRETE POST WHICH IS
 JB0327'ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND AND
 JB0327'STAMPED CONNER 1960.  THE MARK
 JB0327'IS 233 FEET EAST OF THE CENTER OF
 JB0327'STATE HIGHWAY 37, 176 FEET SOUTHEAST OF A LONE
 JB0327'TREE, 115.6 FEET SOUTH
 JB0327'OF A RIGHT-OF-WAY MARKER AND 182.8 FEET EAST-SOUTHEAST OF A
 JB0327'WITNESS POST.
 JB0327'
 JB0327'REFERENCE MARK NO 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 JB0327'INCH SQUARE CONCRETE POST
 JB0327'WHICH PROJECTS ABOUT 6 INCHES AND STAMPED CONNER NO 1
 JB0327'1960.  THE MARK IS 249 FEET EAST
 JB0327'OF THE CENTER OF HIGHWAY 37, 12 FEET
 JB0327'WEST OF DIVIDING LINE OF FIELDS AND 5 FEET
 JB0327'SOUTH-SOUTHEAST OF THE
 JB0327'NORTHEAST CORNER OF A UNCLEARED AREA.
 JB0327'
 JB0327'REFERENCE MARK NO 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 JB0327'INCH SQUARE CONCRETE POST
 JB0327'WHICH PROJECTS ABOUT 6 INCHES AND STAMPED CONNER NO 2
 JB0327'1960.  THE MARK IS 77 FEET
 JB0327'SOUTH-SOUTHWEST OF A LONE TREE, 48.6 FEET
 JB0327'EAST OF THE CENTER OF HIGHWAY 37 AND 2.1 FEET
 JB0327'NORTH OF A WITNESS POST.
 JB0327'
 JB0327'STATION WHITT MAY BE USED AS AN AZIMUTH MARK FOR THIS STATION.
 JB0327'
 JB0327'TO REACH STATION WHITT FROM THIS STATION, GO NORTH ON STATE HIGHWAY
 JB0327'37 FOR 1.2 MILE TO STATION
 JB0327'WHITT ON THE RIGHT.
 JB0327
 JB0327                          STATION RECOVERY (1960)
 JB0327
 JB0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0327'6.2 MI N FROM BENTON.
 JB0327'ABOUT 6.15 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0327'HOUSE AT BENTON, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A
 JB0327'GRAVEL CROSS ROAD, 176 FEET EAST OF THE CENTER LINE OF THE
 JB0327'HIGHWAY, 176 FEET SOUTHWEST OF A LONE 15-INCH MAPLE TREE, 115
 JB0327'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 232 FEET NORTHWEST
 JB0327'OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE PIPE CULVERT,
 JB0327'182.3 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET
 JB0327'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JB0327'POST 18 INCHES BELOW THE LEVEL OF THE GROUND.
 JB0327
 JB0327                          STATION RECOVERY (1973)
 JB0327
 JB0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JB0327'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 JB0327'REFERENCE MARK 1
 JB0327'WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.
 JB0327'THE DISTANCE TO REFERENCE MARK 2
 JB0327'CHECKED.  REFERENCE MARK 1 CHECKED.
 JB0327'A NEW DESCRIPTION FOLLOWS-
 JB0327'
 JB0327'THE STATION IS LOCATED AT THE WEST EDGE OF A CULTIVATED FIELD, 3 FEET
 JB0327'EAST OF A FENCE
 JB0327'AND A METAL WITNESS POST, 67 FEET NORTH OF A T-FENCE
 JB0327'CORNER, 176 FEET SOUTHEAST OF A 24
 JB0327'INCH TREE AND A FENCE CORNER, 116
 JB0327'FEET SOUTH OF A T-FENCE CORNER AND A CONCRETE
 JB0327'RIGHT-OF-WAY POST AND
 JB0327'233 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 37.  THE
 JB0327'MONUMENT IS 14
 JB0327'INCHES UNDERGROUND AND THE DISK IS STAMPED CONNER 1960.
 JB0327'
 JB0327'TO REACH THE STATION FROM THE COURTHOUSE AT BENTON, GO NORTH ON STATE
 JB0327'HIGHWAY 37 FOR
 JB0327'6.05 MILES TO THE STATION ON THE RIGHT.
 JB0327'
 JB0327'REFERENCE MARK 2 IS 77 FEET SOUTHWEST OF THE TREE AND FENCE CORNER,
 JB0327'48 FEET EAST OF
 JB0327'THE CENTERLINE OF THE HIGHWAY AND 2 FEET NORTH OF A
 JB0327'METAL WITNESS POST.  THE MONUMENT
 JB0327'PROJECTS 4 INCHES AND THE DISK IS
 JB0327'STAMPED CONNER NO 2 1960.
 JB0327'
 JB0327'REFERENCE MARK 3 IS 34 FEET WEST OF FENCE CORNER AND CONCRETE
 JB0327'RIGHT-OF-WAY POST,
 JB0327'1 FOOT WEST OF A METAL WITNESS POST, 1 FOOT NORTH
 JB0327'OF A FENCE, 199 FEET EAST OF THE
 JB0327'CENTERLINE OF THE HIGHWAY AND 98
 JB0327'FEET EAST OF THE TREE AND FENCE CORNER.  THE
 JB0327'MONUMENT PROJECTS 5
 JB0327'INCHES AND THE DISK IS STAMPED CONNER 1960 NO 3 1973.
 JB0327'
 JB0327'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0327
 JB0327                          STATION RECOVERY (1973)
 JB0327
 JB0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0327'RECOVERED IN GOOD CONDITION.
 JB0327
 JB0327                          STATION RECOVERY (1975)
 JB0327
 JB0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JB0327'RECOVERED IN GOOD CONDITION.
 JB0327
 JB0327                          STATION RECOVERY (1978)
 JB0327
 JB0327'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978 (DEM)
 JB0327'CONNER RM-2 1960 RECOVERED GOOD.
 JB0327'
 JB0327'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.15 MI. N. OF BENTON.
 JB0327
 JB0327                          STATION RECOVERY (2004)
 JB0327
 JB0327'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (WAE)
 JB0327'BURIED 18 INCHES, IN FENCE LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0328 ***********************************************************************
 JB0328  DESIGNATION -  CONNER RM 1
 JB0328  PID         -  JB0328
 JB0328  STATE/COUNTY-  IL/FRANKLIN
 JB0328  USGS QUAD   -  REND LAKE DAM (1975)
 JB0328
 JB0328                         *CURRENT SURVEY CONTROL
 JB0328  ___________________________________________________________________
 JB0328* NAD 83(1986)-  38 04 46.     (N)    088 54 28.     (W)     SCALED    
 JB0328* NAVD 88     -       133.543  (meters)     438.13   (feet)  ADJUSTED  
 JB0328  ___________________________________________________________________
 JB0328  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JB0328  DYNAMIC HT  -         133.454 (meters)     437.84  (feet)  COMP
 JB0328  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 JB0328
 JB0328  VERT ORDER  -  SECOND    CLASS 0
 JB0328
 JB0328.The horizontal coordinates were scaled from a topographic map and have
 JB0328.an estimated accuracy of +/- 6 seconds.
 JB0328
 JB0328.The orthometric height was determined by differential leveling
 JB0328.and adjusted by the National Geodetic Survey in June 1991..
 JB0328
 JB0328.The geoid height was determined by GEOID03.
 JB0328
 JB0328.The dynamic height is computed by dividing the NAVD 88
 JB0328.geopotential number by the normal gravity value computed on the
 JB0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0328.degrees latitude (g = 980.6199 gals.).
 JB0328
 JB0328.The modeled gravity was interpolated from observed gravity values.
 JB0328
 JB0328;                    North         East    Units  Estimated Accuracy
 JB0328;SPC IL E     -   156,950.      249,600.      MT  (+/- 180 meters Scaled)
 JB0328
 JB0328                          SUPERSEDED SURVEY CONTROL
 JB0328
 JB0328  NGVD 29 (??/??/92)  133.639  (m)          438.45   (f) ADJ UNCH    2 0
 JB0328
 JB0328.Superseded values are not recommended for survey control.
 JB0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0328.See file dsdata.txt to determine how the superseded data were derived.
 JB0328
 JB0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH326163(NAD 83)
 JB0328_MARKER: DR = REFERENCE MARK DISK
 JB0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0328_STAMPING: CONNER RM 1 1960
 JB0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0328+STABILITY: SURFACE MOTION
 JB0328
 JB0328  HISTORY     - Date     Condition        Report By
 JB0328  HISTORY     - 1960     MONUMENTED       CGS
 JB0328  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0328
 JB0328                          STATION DESCRIPTION
 JB0328
 JB0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0328'6.2 MI N FROM BENTON.
 JB0328'ABOUT 6.15 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0328'HOUSE AT BENTON, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A
 JB0328'GRAVEL CROSS ROAD, 161 FEET EAST OF THE CENTER LINE OF THE
 JB0328'HIGHWAY, 158 FEET SOUTHEAST OF A LONE 15-INCH MAPLE TREE, 228
 JB0328'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER, 201 FEET EAST OF
 JB0328'THE NORTH END OF THE EAST HEADWALL OF A CONCRETE PIPE CULVERT,
 JB0328'114.1 FEET SOUTH-SOUTHWEST OF TRAVERSE STATION CONNER, 230.9
 JB0328'FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JB0328'CONCRETE POST FLUSH WITH THE GROUND.
 JB0328
 JB0328                          STATION RECOVERY (1973)
 JB0328
 JB0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0329 ***********************************************************************
 JB0329  DESIGNATION -  CONNER RM 2
 JB0329  PID         -  JB0329
 JB0329  STATE/COUNTY-  IL/FRANKLIN
 JB0329  USGS QUAD   -  REND LAKE DAM (1975)
 JB0329
 JB0329                         *CURRENT SURVEY CONTROL
 JB0329  ___________________________________________________________________
 JB0329* NAD 83(1986)-  38 04 46.     (N)    088 54 28.     (W)     SCALED    
 JB0329* NAVD 88     -       133.520  (meters)     438.06   (feet)  ADJUSTED  
 JB0329  ___________________________________________________________________
 JB0329  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JB0329  DYNAMIC HT  -         133.431 (meters)     437.76  (feet)  COMP
 JB0329  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 JB0329
 JB0329  VERT ORDER  -  SECOND    CLASS 0
 JB0329
 JB0329.The horizontal coordinates were scaled from a topographic map and have
 JB0329.an estimated accuracy of +/- 6 seconds.
 JB0329
 JB0329.The orthometric height was determined by differential leveling
 JB0329.and adjusted by the National Geodetic Survey in June 1991..
 JB0329
 JB0329.The geoid height was determined by GEOID03.
 JB0329
 JB0329.The dynamic height is computed by dividing the NAVD 88
 JB0329.geopotential number by the normal gravity value computed on the
 JB0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0329.degrees latitude (g = 980.6199 gals.).
 JB0329
 JB0329.The modeled gravity was interpolated from observed gravity values.
 JB0329
 JB0329;                    North         East    Units  Estimated Accuracy
 JB0329;SPC IL E     -   156,950.      249,600.      MT  (+/- 180 meters Scaled)
 JB0329
 JB0329                          SUPERSEDED SURVEY CONTROL
 JB0329
 JB0329  NGVD 29 (??/??/92)  133.615  (m)          438.37   (f) ADJ UNCH    2 0
 JB0329
 JB0329.Superseded values are not recommended for survey control.
 JB0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0329.See file dsdata.txt to determine how the superseded data were derived.
 JB0329
 JB0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH326163(NAD 83)
 JB0329_MARKER: DR = REFERENCE MARK DISK
 JB0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0329_STAMPING: CONNER NO 2 1960
 JB0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0329+STABILITY: SURFACE MOTION
 JB0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0329+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 JB0329
 JB0329  HISTORY     - Date     Condition        Report By
 JB0329  HISTORY     - 1960     MONUMENTED       CGS
 JB0329  HISTORY     - 1973     GOOD             NGS
 JB0329  HISTORY     - 20041202 GOOD             ILDT
 JB0329
 JB0329                          STATION DESCRIPTION
 JB0329
 JB0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0329'6.2 MI N FROM BENTON.
 JB0329'ABOUT 6.15 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0329'HOUSE AT BENTON, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A GRAVEL
 JB0329'CROSS ROAD, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 77
 JB0329'FEET SOUTH-SOUTHWEST OF A LONE 15-INCH MAPLE TREE, 73 FEET
 JB0329'SOUTH-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 185 FEET
 JB0329'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 146 FEET NORTH OF
 JB0329'THE NORTH END OF THE EAST HEADWALL OF A CONCRETE PIPE CULVERT,
 JB0329'182.8 FEET WEST-NORTHWEST OF TRAVERSE STATION CONNER, ABOUT 2
 JB0329'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 JB0329'CONCRETE POST PROJECTING 4 INCHES.
 JB0329
 JB0329                          STATION RECOVERY (1973)
 JB0329
 JB0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0329'RECOVERED IN GOOD CONDITION.
 JB0329
 JB0329                          STATION RECOVERY (2004)
 JB0329
 JB0329'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (WAE)
 JB0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0330 ***********************************************************************
 JB0330  DESIGNATION -  CONNER RM 3
 JB0330  PID         -  JB0330
 JB0330  STATE/COUNTY-  IL/FRANKLIN
 JB0330  USGS QUAD   -  REND LAKE DAM (1975)
 JB0330
 JB0330                         *CURRENT SURVEY CONTROL
 JB0330  ___________________________________________________________________
 JB0330* NAD 83(1986)-  38 04 47.     (N)    088 54 27.     (W)     SCALED    
 JB0330* NAVD 88     -       136.07   (meters)     446.4    (feet)  RESET     
 JB0330  ___________________________________________________________________
 JB0330  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JB0330
 JB0330  VERT ORDER  -  THIRD
 JB0330
 JB0330.The horizontal coordinates were scaled from a topographic map and have
 JB0330.an estimated accuracy of +/- 6 seconds.
 JB0330
 JB0330.The orthometric height was computed from unverified reset data.
 JB0330
 JB0330.The geoid height was determined by GEOID03.
 JB0330
 JB0330;                    North         East    Units  Estimated Accuracy
 JB0330;SPC IL E     -   156,980.      249,630.      MT  (+/- 180 meters Scaled)
 JB0330
 JB0330                          SUPERSEDED SURVEY CONTROL
 JB0330
 JB0330.No superseded survey control is available for this station.
 JB0330
 JB0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH327163(NAD 83)
 JB0330_MARKER: DR = REFERENCE MARK DISK
 JB0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0330_STAMPING: CONNER 1960 NO 3 1973
 JB0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0330+STABILITY: SURFACE MOTION
 JB0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JB0330+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 JB0330
 JB0330  HISTORY     - Date     Condition        Report By
 JB0330  HISTORY     - 1973     MONUMENTED       NGS
 JB0330  HISTORY     - 20041202 GOOD             ILDT
 JB0330
 JB0330                          STATION DESCRIPTION
 JB0330
 JB0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0330'6 MI N FROM BENTON.
 JB0330'6.05 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE AT
 JB0330'BENTON, 34 FEET WEST OF A FENCE CORNER AND A CONCRETE
 JB0330'RIGHT-OF-WAY POST, 1 FOOT WEST OF A METAL WITNESS POST, 1 FOOT
 JB0330'NORTH OF A FENCE, 199 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JB0330'98 FEET EAST OF A 24 INCH TREE AND A FENCE CORNER AND SET IN THE
 JB0330'TOP OF A ROUND CONCRETE POST PROJECTING 5 INCHES.
 JB0330
 JB0330                          STATION RECOVERY (2004)
 JB0330
 JB0330'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (WAE)
 JB0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1451 ***********************************************************************
 KB1451  DESIGNATION -  CONSOLIDATED COAL MINE 14 STK
 KB1451  PID         -  KB1451
 KB1451  STATE/COUNTY-  IL/MACOUPIN
 KB1451  USGS QUAD   -  GILLESPIE SOUTH (1974)
 KB1451
 KB1451                         *CURRENT SURVEY CONTROL
 KB1451  ___________________________________________________________________
 KB1451* NAD 83(1997)-  39 01 29.86668(N)    089 47 59.51689(W)     ADJUSTED  
 KB1451* NAVD 88     -                                                        
 KB1451  ___________________________________________________________________
 KB1451  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 KB1451  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KB1451
 KB1451  HORZ ORDER  -  THIRD
 KB1451
 KB1451.The horizontal coordinates were established by classical geodetic methods
 KB1451.and adjusted by the National Geodetic Survey in October 1999..
 KB1451
 KB1451
 KB1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1451
 KB1451.The geoid height was determined by GEOID03.
 KB1451
 KB1451;                    North         East     Units Scale Factor Converg.
 KB1451;SPC IL W     -   261,804.418   731,761.649   MT  0.99995359   +0 13 51.5
 KB1451;SPC IL W     -   858,936.66  2,400,788.01   sFT  0.99995359   +0 13 51.5
 KB1451;UTM  16      - 4,323,277.363   257,619.743   MT  1.00032345   -1 45 49.7
 KB1451
 KB1451                          SUPERSEDED SURVEY CONTROL
 KB1451
 KB1451  NAD 83(1986)-  39 01 29.87702(N)    089 47 59.50841(W) AD(       ) 4
 KB1451  NAD 27      -  39 01 29.71100(N)    089 47 59.16500(W) AD(       ) 3
 KB1451
 KB1451.Superseded values are not recommended for survey control.
 KB1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1451.See file dsdata.txt to determine how the superseded data were derived.
 KB1451
 KB1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5762023277(NAD 83)
 KB1451_MARKER: 63 = STACK
 KB1451
 KB1451  HISTORY     - Date     Condition        Report By
 KB1451  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1451
 KB1451                          STATION DESCRIPTION
 KB1451
 KB1451'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1453 ***********************************************************************
 KB1453  DESIGNATION -  CONSOLIDATED COAL MINE 15 STK
 KB1453  PID         -  KB1453
 KB1453  STATE/COUNTY-  IL/MACOUPIN
 KB1453  USGS QUAD   -  GILLESPIE SOUTH (1974)
 KB1453
 KB1453                         *CURRENT SURVEY CONTROL
 KB1453  ___________________________________________________________________
 KB1453* NAD 83(1997)-  39 04 11.10359(N)    089 45 50.11587(W)     ADJUSTED  
 KB1453* NAVD 88     -                                                        
 KB1453  ___________________________________________________________________
 KB1453  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 KB1453  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KB1453
 KB1453  HORZ ORDER  -  THIRD
 KB1453
 KB1453.The horizontal coordinates were established by classical geodetic methods
 KB1453.and adjusted by the National Geodetic Survey in October 1999..
 KB1453
 KB1453
 KB1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1453
 KB1453.The geoid height was determined by GEOID03.
 KB1453
 KB1453;                    North         East     Units Scale Factor Converg.
 KB1453;SPC IL W     -   266,789.518   734,852.132   MT  0.99995613   +0 15 13.8
 KB1453;SPC IL W     -   875,291.94  2,410,927.37   sFT  0.99995613   +0 15 13.8
 KB1453;UTM  16      - 4,328,153.563   260,883.128   MT  1.00030409   -1 44 34.2
 KB1453
 KB1453                          SUPERSEDED SURVEY CONTROL
 KB1453
 KB1453  NAD 83(1986)-  39 04 11.11277(N)    089 45 50.10760(W) AD(       ) 4
 KB1453  NAD 27      -  39 04 10.94800(N)    089 45 49.77000(W) AD(       ) 3
 KB1453
 KB1453.Superseded values are not recommended for survey control.
 KB1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1453.See file dsdata.txt to determine how the superseded data were derived.
 KB1453
 KB1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6088328154(NAD 83)
 KB1453_MARKER: 63 = STACK
 KB1453
 KB1453  HISTORY     - Date     Condition        Report By
 KB1453  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1453
 KB1453                          STATION DESCRIPTION
 KB1453
 KB1453'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2823 ***********************************************************************
 AJ2823  DESIGNATION -  COO DUP83 3A
 AJ2823  PID         -  AJ2823
 AJ2823  STATE/COUNTY-  IL/DU PAGE
 AJ2823  USGS QUAD   -  ELMHURST (1997)
 AJ2823
 AJ2823                         *CURRENT SURVEY CONTROL
 AJ2823  ___________________________________________________________________
 AJ2823* NAD 83(1997)-  41 59 34.68869(N)    087 57 45.05174(W)     ADJUSTED  
 AJ2823* NAVD 88     -       205.1    (meters)     673.     (feet)  GPS OBS   
 AJ2823  ___________________________________________________________________
 AJ2823  X           -     168,794.772 (meters)                     COMP
 AJ2823  Y           -  -4,744,647.461 (meters)                     COMP
 AJ2823  Z           -   4,245,138.248 (meters)                     COMP
 AJ2823  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AJ2823  ELLIP HEIGHT-         171.59  (meters)          (04/23/01) GPS OBS
 AJ2823  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AJ2823
 AJ2823  HORZ ORDER  -  FIRST
 AJ2823  ELLP ORDER  -  THIRD     CLASS I
 AJ2823
 AJ2823.The horizontal coordinates were established by GPS observations
 AJ2823.and adjusted by the National Geodetic Survey in April 2001..
 AJ2823
 AJ2823.The orthometric height was determined by GPS observations and a
 AJ2823.high-resolution geoid model.
 AJ2823
 AJ2823.Photographs are available for this station.
 AJ2823
 AJ2823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2823
 AJ2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2823
 AJ2823.The ellipsoidal height was determined by GPS observations
 AJ2823.and is referenced to NAD 83.
 AJ2823
 AJ2823.The geoid height was determined by GEOID03.
 AJ2823
 AJ2823;                    North         East     Units Scale Factor Converg.
 AJ2823;SPC IL E     -   591,388.203   330,725.270   MT  0.99998661   +0 14 53.1
 AJ2823;SPC IL E     - 1,940,246.13  1,085,054.49   sFT  0.99998661   +0 14 53.1
 AJ2823;UTM  16      - 4,649,443.621   420,277.674   MT  0.99967820   -0 38 38.4
 AJ2823
 AJ2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2823!SPC IL E     -   0.99997309  x   0.99998661  =   0.99995970
 AJ2823!UTM  16      -   0.99997309  x   0.99967820  =   0.99965130
 AJ2823
 AJ2823:                Primary Azimuth Mark                     Grid Az
 AJ2823:SPC IL E     -  COO DUP83 3B                             086 47 21.1
 AJ2823:UTM  16      -  COO DUP83 3B                             087 40 52.6
 AJ2823
 AJ2823|---------------------------------------------------------------------|
 AJ2823| PID    Reference Object                     Distance      Geod. Az  |
 AJ2823|                                                           dddmmss.s |
 AJ2823| AJ2824 COO DUP83 3B                        APPROX. 1.0 KM 0870214.2 |
 AJ2823|---------------------------------------------------------------------|
 AJ2823
 AJ2823                          SUPERSEDED SURVEY CONTROL
 AJ2823
 AJ2823.No superseded survey control is available for this station.
 AJ2823
 AJ2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2027849444(NAD 83)
 AJ2823_MARKER: I = METAL ROD
 AJ2823_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2823_STAMPING: COO-DUP83-3A
 AJ2823_MARK LOGO: ILDT  
 AJ2823_PROJECTION: FLUSH
 AJ2823_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2823+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AJ2823_ROD/PIPE-DEPTH:  3.7 meters
 AJ2823_SLEEVE-DEPTH  :  0.9 meters
 AJ2823
 AJ2823  HISTORY     - Date     Condition        Report By
 AJ2823  HISTORY     - 20000612 MONUMENTED       SECI
 AJ2823
 AJ2823                          STATION DESCRIPTION
 AJ2823
 AJ2823'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2823'STATION IS LOCATED WITHIN THE CITY OF BENSENVILLE  APPROXIMATELY
 AJ2823'2.1 MI SOUTH OF ELK GROVE VILLAGE, 1.7 MI NORTHEAST OF WOODDALE IN
 AJ2823'SECTION 3, T40N, R11E.  TO REACH FROM THE JUNCTION OF IL RT 83 AND IL
 AJ2823'RT 19, PROCEED NORTH ON RT 83 FOR 2.1 MI TO DEVON AVE, THEN
 AJ2823'PROCEED WEST ON DEVON AVE 0.15 MI TO THE STATION LOCATED 32 FT
 AJ2823'SOUTH OF THE EASTBOUND CENTERLINE.  STATION IS 136 FT SOUTHWEST
 AJ2823'OF A PK NAIL IN POWER POLE (PP), 134 FT SOUTH SOUTHEAST OF A PK NAIL
 AJ2823'IN THE PP, 23 FT SOUTHEAST OF AN INLET ON DEVON AVE,  88 FT EAST OF
 AJ2823'THE WEST END OF THE CHAIN LINK FENCE, 72 FT WEST OF THE JOG IN CHAIN
 AJ2823'LINK FENCE, 2 FT NORTH OF THE CHAIN LINK FENCE, AND 2 FT NORTH OF AN
 AJ2823'ORANGE FIBERGLASS WITNESS POST.  STATION IS ACROSS DEVON AVE
 AJ2823'FROM THE ENESCO BUILDING.   NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2823'INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  PK NAILS WERE SET
 AJ2823'IN WOOD PHYSICAL TIES. (WB)
 AJ2823' 
 AJ2823' 
 AJ2823' 
 AJ2823' 
 AJ2823' 
 AJ2823' 
 AJ2823'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2824 ***********************************************************************
 AJ2824  DESIGNATION -  COO DUP83 3B
 AJ2824  PID         -  AJ2824
 AJ2824  STATE/COUNTY-  IL/COOK
 AJ2824  USGS QUAD   -  ELMHURST (1997)
 AJ2824
 AJ2824                         *CURRENT SURVEY CONTROL
 AJ2824  ___________________________________________________________________
 AJ2824* NAD 83(1997)-  41 59 36.42879(N)    087 56 59.91813(W)     ADJUSTED  
 AJ2824* NAVD 88     -       204.8    (meters)     672.     (feet)  GPS OBS   
 AJ2824  ___________________________________________________________________
 AJ2824  X           -     169,831.668 (meters)                     COMP
 AJ2824  Y           -  -4,744,574.247 (meters)                     COMP
 AJ2824  Z           -   4,245,177.911 (meters)                     COMP
 AJ2824  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AJ2824  ELLIP HEIGHT-         171.23  (meters)          (04/23/01) GPS OBS
 AJ2824  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AJ2824
 AJ2824  HORZ ORDER  -  FIRST
 AJ2824  ELLP ORDER  -  THIRD     CLASS I
 AJ2824
 AJ2824.The horizontal coordinates were established by GPS observations
 AJ2824.and adjusted by the National Geodetic Survey in April 2001..
 AJ2824
 AJ2824.The orthometric height was determined by GPS observations and a
 AJ2824.high-resolution geoid model.
 AJ2824
 AJ2824.Photographs are available for this station.
 AJ2824
 AJ2824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2824
 AJ2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2824
 AJ2824.The ellipsoidal height was determined by GPS observations
 AJ2824.and is referenced to NAD 83.
 AJ2824
 AJ2824.The geoid height was determined by GEOID03.
 AJ2824
 AJ2824;                    North         East     Units Scale Factor Converg.
 AJ2824;SPC IL E     -   591,446.464   331,763.830   MT  0.99998741   +0 15 23.3
 AJ2824;SPC IL E     - 1,940,437.27  1,088,461.83   sFT  0.99998741   +0 15 23.3
 AJ2824;UTM  16      - 4,649,485.693   421,316.694   MT  0.99967618   -0 38 08.2
 AJ2824
 AJ2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2824!SPC IL E     -   0.99997314  x   0.99998741  =   0.99996056
 AJ2824!UTM  16      -   0.99997314  x   0.99967618  =   0.99964933
 AJ2824
 AJ2824:                Primary Azimuth Mark                     Grid Az
 AJ2824:SPC IL E     -  COO DUP83 3A                             266 47 21.1
 AJ2824:UTM  16      -  COO DUP83 3A                             267 40 52.6
 AJ2824
 AJ2824|---------------------------------------------------------------------|
 AJ2824| PID    Reference Object                     Distance      Geod. Az  |
 AJ2824|                                                           dddmmss.s |
 AJ2824| AJ2823 COO DUP83 3A                        APPROX. 1.0 KM 2670244.4 |
 AJ2824|---------------------------------------------------------------------|
 AJ2824
 AJ2824                          SUPERSEDED SURVEY CONTROL
 AJ2824
 AJ2824.No superseded survey control is available for this station.
 AJ2824
 AJ2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2131749486(NAD 83)
 AJ2824_MARKER: I = METAL ROD
 AJ2824_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2824_STAMPING: COO-DUP83-3B
 AJ2824_MARK LOGO: ILDT  
 AJ2824_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2824_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2824+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AJ2824_ROD/PIPE-DEPTH:  3.7 meters
 AJ2824_SLEEVE-DEPTH  :  0.9 meters
 AJ2824
 AJ2824  HISTORY     - Date     Condition        Report By
 AJ2824  HISTORY     - 20000612 MONUMENTED       SECI
 AJ2824
 AJ2824                          STATION DESCRIPTION
 AJ2824
 AJ2824'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2824'STATION IS LOCATED WITHIN THE CITY LIMITS OF ELK GROVE
 AJ2824'VILLAGE IN SECTION 35, T41N, R11E.  TO REACH FROM THE JUNCTION OF RT
 AJ2824'83 AND RT 19  PROCEED NORTH ON RT 83  FOR 2.1 MI TO DEVON AVE. THEN
 AJ2824'PROCEED EAST ON DEVON AVE FOR 0.4 MI TO THE STATION LOCATED 33 FT
 AJ2824'NORTH OF THE WESTBOUND CENTERLINE OF DEVON AVE.  STATION IS 167
 AJ2824'FT SOUTH OF A PK NAIL IN THE POWER POLE LOCATED NORTH OF THE
 AJ2824'BITUMINOUS PARKING LOT, 99.3 FT EAST OF A PK NAIL IN POWER POLE, 63 FT
 AJ2824'EAST OF THE CENTERLINE TO THE BITUMINOUS ENTRANCE, 49 FT SOUTH OF
 AJ2824'EDGE OF PAVEMENT OF BITUMINOUS PARKING LOT, 21 FT NORTHEAST OF AN
 AJ2824'INLET, 15 FT NORTHWEST OF A COM ED HANDHOLE, 43 FT WEST OF UTILITY
 AJ2824'BOX, 87 FT WEST SOUTHWEST OF SPACE JAM SIGN, AND 43 FT WEST OF AN
 AJ2824'ORANGE FIBERGLASS WITNESS POST.  STATION IS IN FRONT OF ADDRESS
 AJ2824'2100 DEVON AVE.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2824'CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2824'PHYSICAL TIES.
 AJ2824' 
 AJ2824' 
 AJ2824' 
 AJ2824' 
 AJ2824' 
 AJ2824'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2838 ***********************************************************************
 AJ2838  DESIGNATION -  COO IDOT A
 AJ2838  PID         -  AJ2838
 AJ2838  STATE/COUNTY-  IL/COOK
 AJ2838  USGS QUAD   -  PALATINE (1993)
 AJ2838
 AJ2838                         *CURRENT SURVEY CONTROL
 AJ2838  ___________________________________________________________________
 AJ2838* NAD 83(1997)-  42 04 01.78457(N)    088 05 13.88146(W)     ADJUSTED  
 AJ2838* NAVD 88     -       235.0    (meters)     771.     (feet)  GPS OBS   
 AJ2838  ___________________________________________________________________
 AJ2838  X           -     158,286.652 (meters)                     COMP
 AJ2838  Y           -  -4,739,511.076 (meters)                     COMP
 AJ2838  Z           -   4,251,279.687 (meters)                     COMP
 AJ2838  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AJ2838  ELLIP HEIGHT-         201.38  (meters)          (02/03/05) GPS OBS
 AJ2838  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AJ2838
 AJ2838  HORZ ORDER  -  FIRST
 AJ2838  ELLP ORDER  -  FOURTH    CLASS II
 AJ2838
 AJ2838.The horizontal coordinates were established by GPS observations
 AJ2838.and adjusted by the National Geodetic Survey in April 2001..
 AJ2838
 AJ2838.The orthometric height was determined by GPS observations and a
 AJ2838.high-resolution geoid model.
 AJ2838
 AJ2838.Photographs are available for this station.
 AJ2838
 AJ2838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2838
 AJ2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2838
 AJ2838.The ellipsoidal height was determined by GPS observations
 AJ2838.and is referenced to NAD 83.
 AJ2838
 AJ2838.The geoid height was determined by GEOID03.
 AJ2838
 AJ2838;                    North         East     Units Scale Factor Converg.
 AJ2838;SPC IL E     -   599,591.730   320,371.260   MT  0.99998010   +0 09 53.7
 AJ2838;SPC IL E     - 1,967,160.53  1,051,084.71   sFT  0.99998010   +0 09 53.7
 AJ2838;UTM  16      - 4,657,805.011   410,055.748   MT  0.99969954   -0 43 42.5
 AJ2838
 AJ2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2838!SPC IL E     -   0.99996842  x   0.99998010  =   0.99994852
 AJ2838!UTM  16      -   0.99996842  x   0.99969954  =   0.99966797
 AJ2838
 AJ2838|---------------------------------------------------------------------|
 AJ2838| PID    Reference Object                     Distance      Geod. Az  |
 AJ2838|                                                           dddmmss.s |
 AJ2838| AJ3071 IDOT 1                              310.243 METERS 14252     |
 AJ2838|---------------------------------------------------------------------|
 AJ2838
 AJ2838                          SUPERSEDED SURVEY CONTROL
 AJ2838
 AJ2838  ELLIP H (04/23/01)  201.43   (m)                       GP(       ) 3 1
 AJ2838
 AJ2838.Superseded values are not recommended for survey control.
 AJ2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2838.See file dsdata.txt to determine how the superseded data were derived.
 AJ2838
 AJ2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1005657805(NAD 83)
 AJ2838_MARKER: I = METAL ROD
 AJ2838_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2838_STAMPING: COO-IDOT-A
 AJ2838_MARK LOGO: ILDT  
 AJ2838_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2838_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2838+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 AJ2838_ROD/PIPE-DEPTH:  3.7 meters
 AJ2838_SLEEVE-DEPTH  :  0.9 meters
 AJ2838
 AJ2838  HISTORY     - Date     Condition        Report By
 AJ2838  HISTORY     - 20000614 MONUMENTED       SECI
 AJ2838
 AJ2838                          STATION DESCRIPTION
 AJ2838
 AJ2838'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2838'STATION IS LOCATED WITHIN THE CITY LIMITS OF SCHAUMBURG, 3.0
 AJ2838'MI SOUTHEAST OF SOUTH BARRINGTON IN SECTION 32, T42N, R10E.  TO
 AJ2838'REACH FROM THE JUNCTION OF IL RT 62 AND ELA RD PROCEED SOUTH ON
 AJ2838'ELA RD TO CENTRAL RD, THEN PROCEED EAST ON CENTRAL RD 0.25 MI TO
 AJ2838'THE STATION LOCATED 50 FT NORTH OF THE CONCRETE MEDIAN OF
 AJ2838'CENTRAL RD, 0.35 MI WEST OF ROSELLE RD, 0.15 MI WEST OF THE WEST
 AJ2838'ENTRANCE TO THE SCHAUMBURG TECHNOLOGICAL CENTER(CENTER
 AJ2838'COURT).  STATION IS 235 FT WEST OF CENTERLINE OF BITUMINOUS
 AJ2838'ENTRANCE, 142 FT WEST OF A CATCH BASIN, 35.7 FT NORTH OF THE
 AJ2838'CENTERLINE OF  WESTBOUND CENTRAL RD, 22 FT NORTH OF THE BACK OF
 AJ2838'CURB OF CENTRAL RD, AND 2.0 FT SOUTH OF AN ORANGE FIBERGLASS
 AJ2838'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2838'CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2838'PHYSICAL TIES.  (MH)
 AJ2838' 
 AJ2838' 
 AJ2838' 
 AJ2838' 
 AJ2838' 
 AJ2838' 
 AJ2838' 
 AJ2838' 
 AJ2838'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2835 ***********************************************************************
 AJ2835  DESIGNATION -  COO IDOT B
 AJ2835  PID         -  AJ2835
 AJ2835  STATE/COUNTY-  IL/COOK
 AJ2835  USGS QUAD   -  PALATINE (1993)
 AJ2835
 AJ2835                         *CURRENT SURVEY CONTROL
 AJ2835  ___________________________________________________________________
 AJ2835* NAD 83(1997)-  42 04 00.71059(N)    088 04 41.99289(W)     ADJUSTED  
 AJ2835* NAVD 88     -       231.1    (meters)     758.     (feet)  GPS OBS   
 AJ2835  ___________________________________________________________________
 AJ2835  X           -     159,020.027 (meters)                     COMP
 AJ2835  Y           -  -4,739,505.859 (meters)                     COMP
 AJ2835  Z           -   4,251,252.487 (meters)                     COMP
 AJ2835  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ2835  ELLIP HEIGHT-         197.50  (meters)          (02/03/05) GPS OBS
 AJ2835  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AJ2835
 AJ2835  HORZ ORDER  -  FIRST
 AJ2835  ELLP ORDER  -  FOURTH    CLASS II
 AJ2835
 AJ2835.The horizontal coordinates were established by GPS observations
 AJ2835.and adjusted by the National Geodetic Survey in April 2001..
 AJ2835
 AJ2835.The orthometric height was determined by GPS observations and a
 AJ2835.high-resolution geoid model.
 AJ2835
 AJ2835.Photographs are available for this station.
 AJ2835
 AJ2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2835
 AJ2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2835
 AJ2835.The ellipsoidal height was determined by GPS observations
 AJ2835.and is referenced to NAD 83.
 AJ2835
 AJ2835.The geoid height was determined by GEOID03.
 AJ2835
 AJ2835;                    North         East     Units Scale Factor Converg.
 AJ2835;SPC IL E     -   599,560.743   321,104.456   MT  0.99998048   +0 10 15.1
 AJ2835;SPC IL E     - 1,967,058.87  1,053,490.20   sFT  0.99998048   +0 10 15.1
 AJ2835;UTM  16      - 4,657,762.607   410,788.165   MT  0.99969793   -0 43 21.1
 AJ2835
 AJ2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2835!SPC IL E     -   0.99996902  x   0.99998048  =   0.99994951
 AJ2835!UTM  16      -   0.99996902  x   0.99969793  =   0.99966696
 AJ2835
 AJ2835|---------------------------------------------------------------------|
 AJ2835| PID    Reference Object                     Distance      Geod. Az  |
 AJ2835|                                                           dddmmss.s |
 AJ2835| AJ3072 ROSELL                              279.351 METERS 19241     |
 AJ2835| AJ2838 COO IDOT A                          APPROX. 0.7 KM 2723527.5 |
 AJ2835|---------------------------------------------------------------------|
 AJ2835
 AJ2835                          SUPERSEDED SURVEY CONTROL
 AJ2835
 AJ2835  ELLIP H (04/23/01)  197.53   (m)                       GP(       ) 3 1
 AJ2835
 AJ2835.Superseded values are not recommended for survey control.
 AJ2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2835.See file dsdata.txt to determine how the superseded data were derived.
 AJ2835
 AJ2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1078857763(NAD 83)
 AJ2835_MARKER: I = METAL ROD
 AJ2835_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2835+WITH SETTING: INFORMATION.
 AJ2835_STAMPING: COO-IDOT-B
 AJ2835_MARK LOGO: ILDT  
 AJ2835_PROJECTION: FLUSH
 AJ2835_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2835+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 AJ2835_ROD/PIPE-DEPTH:  2.4 meters
 AJ2835_SLEEVE-DEPTH  :  0.9 meters
 AJ2835
 AJ2835  HISTORY     - Date     Condition        Report By
 AJ2835  HISTORY     - 20000614 MONUMENTED       SECI
 AJ2835  HISTORY     - 20060729 GOOD             USGSNP
 AJ2835
 AJ2835                          STATION DESCRIPTION
 AJ2835
 AJ2835'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2835'STATION IS LOCATED WITHIN THE CITY LIMITS OF SCHAUMBURG, 2.8
 AJ2835'MI SOUTHEAST OF ROLLING MEADOWS IN SECTION 33, T42N, R10E.  TO
 AJ2835'REACH FROM THE JUNCTION OF IL RT 62 AND ROSELLE RD PROCEED SOUTH
 AJ2835'ON ROSELLE RD 0.80 MI TO THE STATION LOCATED IN THE SOUTHEAST
 AJ2835'CORNER OF INTERSECTION OF ROSELLE RD AND CENTRAL RD.  STATION IS
 AJ2835'150 FT EAST OF THE CENTERLINE OF ROSELLE RD.  STATION IS 50 FT EAST
 AJ2835'OF PK NAIL IN POWER POLE, 45 FT SOUTH OF A CUT X  IN THE MEDIAN (CL)
 AJ2835'OF THE ENTRANCE TO MEDIEVAL TIMES(CENTRAL RD EXTENDED), 25 FT
 AJ2835'SOUTHWEST OF A LIGHTPOLE, 21 FT SOUTHEAST OF A LIGHTPOLE, 15 FT
 AJ2835'EAST OF THE WEST END OF THE CONCRETE SIDEWALK, 2 FT SOUTH OF THE
 AJ2835'CONCRETE SIDEWALK, AND 29 FT NORTH OF AN ORANGE FIBERGLASS
 AJ2835'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2835'CAP.  DATUM POINT IS 0.25 FT BELOW CAP.  THE ROD WAS DRIVEN TO
 AJ2835'REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2835'(MH)
 AJ2835' 
 AJ2835' 
 AJ2835' 
 AJ2835' 
 AJ2835' 
 AJ2835' 
 AJ2835' 
 AJ2835' 
 AJ2835' 
 AJ2835' 
 AJ2835'
 AJ2835
 AJ2835                          STATION RECOVERY (2006)
 AJ2835
 AJ2835'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 AJ2835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2822 ***********************************************************************
 AJ2822  DESIGNATION -  COO LSD A
 AJ2822  PID         -  AJ2822
 AJ2822  STATE/COUNTY-  IL/COOK
 AJ2822  USGS QUAD   -  CHICAGO LOOP (1997)
 AJ2822
 AJ2822                         *CURRENT SURVEY CONTROL
 AJ2822  ___________________________________________________________________
 AJ2822* NAD 83(1997)-  41 58 47.51666(N)    087 39 01.23344(W)     ADJUSTED  
 AJ2822* NAVD 88     -       178.8    (meters)     587.     (feet)  GPS OBS   
 AJ2822  ___________________________________________________________________
 AJ2822  X           -     194,682.106 (meters)                     COMP
 AJ2822  Y           -  -4,744,610.583 (meters)                     COMP
 AJ2822  Z           -   4,244,038.729 (meters)                     COMP
 AJ2822  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AJ2822  ELLIP HEIGHT-         145.18  (meters)          (04/23/01) GPS OBS
 AJ2822  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 AJ2822
 AJ2822  HORZ ORDER  -  FIRST
 AJ2822  ELLP ORDER  -  THIRD     CLASS I
 AJ2822
 AJ2822.The horizontal coordinates were established by GPS observations
 AJ2822.and adjusted by the National Geodetic Survey in April 2001..
 AJ2822
 AJ2822.The orthometric height was determined by GPS observations and a
 AJ2822.high-resolution geoid model.
 AJ2822
 AJ2822.Photographs are available for this station.
 AJ2822
 AJ2822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2822
 AJ2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2822
 AJ2822.The ellipsoidal height was determined by GPS observations
 AJ2822.and is referenced to NAD 83.
 AJ2822
 AJ2822.The geoid height was determined by GEOID03.
 AJ2822
 AJ2822;                    North         East     Units Scale Factor Converg.
 AJ2822;SPC IL E     -   590,091.950   356,602.864   MT  1.00001441   +0 27 24.6
 AJ2822;SPC IL E     - 1,935,993.34  1,169,954.56   sFT  1.00001441   +0 27 24.6
 AJ2822;UTM  16      - 4,647,745.268   446,123.072   MT  0.99963572   -0 26 06.0
 AJ2822
 AJ2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2822!SPC IL E     -   0.99997723  x   1.00001441  =   0.99999164
 AJ2822!UTM  16      -   0.99997723  x   0.99963572  =   0.99961296
 AJ2822
 AJ2822:                Primary Azimuth Mark                     Grid Az
 AJ2822:SPC IL E     -  COO LSD B                                359 15 38.2
 AJ2822:UTM  16      -  COO LSD B                                000 09 08.8
 AJ2822
 AJ2822|---------------------------------------------------------------------|
 AJ2822| PID    Reference Object                     Distance      Geod. Az  |
 AJ2822|                                                           dddmmss.s |
 AJ2822| AJ2825 COO LSD B                           APPROX. 0.5 KM 3594302.8 |
 AJ2822|---------------------------------------------------------------------|
 AJ2822
 AJ2822                          SUPERSEDED SURVEY CONTROL
 AJ2822
 AJ2822.No superseded survey control is available for this station.
 AJ2822
 AJ2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4612347745(NAD 83)
 AJ2822_MARKER: DD = SURVEY DISK
 AJ2822_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ2822_SP_SET: SEAWALL
 AJ2822_STAMPING: COO-LSD-A 2000
 AJ2822_MARK LOGO: ILDT  
 AJ2822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2822+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 AJ2822
 AJ2822  HISTORY     - Date     Condition        Report By
 AJ2822  HISTORY     - 20000801 MONUMENTED       SECI
 AJ2822
 AJ2822                          STATION DESCRIPTION
 AJ2822
 AJ2822'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2822'STATION IS LOCATED IN THE CITY OF CHICAGO WITHIN LINCOLN PARK OF THE
 AJ2822'CHICAGO PARK DISTRICT, APPROXIMATELY 6.0 MI NORTH-NORTHWEST OF
 AJ2822'NAVY PIER IN SECTION 8, T40N, R14E.  TO REACH FROM US RT 41(LAKE
 AJ2822'SHORE DRIVE) AND GRAND AVENUE AT NAVY PIER, PROCEED NORTH ON
 AJ2822'LAKE SHORE DRIVE TO THE FOSTER AVENUE EXIT, TAKE EXIT RAMP TO A 3
 AJ2822'WAY STOP, TURN RIGHT(EAST) TO THE FOSTER AVENUE BEACH PARKING
 AJ2822'LOT.  STATION IS LOCATED AT THE NORTH END OF FOSTER AVENUE BEACH
 AJ2822'ON THE SOUTHERNMOST EXTENT OF THE CONCRETE SEAWALL THAT LIES
 AJ2822'NORTH OF THE BEACH.  STATION IS APPROXIMATELY 1150 FT NORTH OF
 AJ2822'FOSTER AVENUE, 61.4 FT NORTHWEST OF THE END OF THE CONCRETE
 AJ2822'SEAWALL, 55.0 FT NORTHEAST OF AN ARROW CUT IN THE SECOND LEVEL
 AJ2822'OF CONCRETE ABOVE LAKE MICHIGAN, 23.5 FT EAST-NORTHEAST OF AN
 AJ2822'ARROW CUT IN THE TOP LEVEL OF CONCRETE, 1.0 FT WEST OF THE
 AJ2822'LAKE(EAST) EDGE OF THE SECOND LEVEL OF CONCRETE.  STATION IS A 4
 AJ2822'INCH BRONZE SURVEY DISC SET IN CONCRETE SEAWALL.
 AJ2822' 
 AJ2822' 
 AJ2822' 
 AJ2822' 
 AJ2822' 
 AJ2822'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2825 ***********************************************************************
 AJ2825  DESIGNATION -  COO LSD B
 AJ2825  PID         -  AJ2825
 AJ2825  STATE/COUNTY-  IL/COOK
 AJ2825  USGS QUAD   -  CHICAGO LOOP (1997)
 AJ2825
 AJ2825                         *CURRENT SURVEY CONTROL
 AJ2825  ___________________________________________________________________
 AJ2825* NAD 83(1997)-  41 59 03.96256(N)    087 39 01.34215(W)     ADJUSTED  
 AJ2825* NAVD 88     -       178.8    (meters)     587.     (feet)  GPS OBS   
 AJ2825  ___________________________________________________________________
 AJ2825  X           -     194,665.690 (meters)                     COMP
 AJ2825  Y           -  -4,744,271.546 (meters)                     COMP
 AJ2825  Z           -   4,244,415.920 (meters)                     COMP
 AJ2825  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AJ2825  ELLIP HEIGHT-         145.17  (meters)          (04/23/01) GPS OBS
 AJ2825  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 AJ2825
 AJ2825  HORZ ORDER  -  FIRST
 AJ2825  ELLP ORDER  -  THIRD     CLASS I
 AJ2825
 AJ2825.The horizontal coordinates were established by GPS observations
 AJ2825.and adjusted by the National Geodetic Survey in April 2001..
 AJ2825
 AJ2825.The orthometric height was determined by GPS observations and a
 AJ2825.high-resolution geoid model.
 AJ2825
 AJ2825.Photographs are available for this station.
 AJ2825
 AJ2825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2825
 AJ2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2825
 AJ2825.The ellipsoidal height was determined by GPS observations
 AJ2825.and is referenced to NAD 83.
 AJ2825
 AJ2825.The geoid height was determined by GEOID03.
 AJ2825
 AJ2825;                    North         East     Units Scale Factor Converg.
 AJ2825;SPC IL E     -   590,599.336   356,596.315   MT  1.00001440   +0 27 24.7
 AJ2825;SPC IL E     - 1,937,657.99  1,169,933.08   sFT  1.00001440   +0 27 24.7
 AJ2825;UTM  16      - 4,648,252.503   446,124.421   MT  0.99963572   -0 26 06.2
 AJ2825
 AJ2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2825!SPC IL E     -   0.99997723  x   1.00001440  =   0.99999163
 AJ2825!UTM  16      -   0.99997723  x   0.99963572  =   0.99961296
 AJ2825
 AJ2825:                Primary Azimuth Mark                     Grid Az
 AJ2825:SPC IL E     -  COO LSD A                                179 15 38.0
 AJ2825:UTM  16      -  COO LSD A                                180 09 08.9
 AJ2825
 AJ2825|---------------------------------------------------------------------|
 AJ2825| PID    Reference Object                     Distance      Geod. Az  |
 AJ2825|                                                           dddmmss.s |
 AJ2825| AJ2822 COO LSD A                           APPROX. 0.5 KM 1794302.7 |
 AJ2825|---------------------------------------------------------------------|
 AJ2825
 AJ2825                          SUPERSEDED SURVEY CONTROL
 AJ2825
 AJ2825.No superseded survey control is available for this station.
 AJ2825
 AJ2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4612448253(NAD 83)
 AJ2825_MARKER: DD = SURVEY DISK
 AJ2825_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ2825_SP_SET: SEAWALL
 AJ2825_STAMPING: COO-LSD-B 2000
 AJ2825_MARK LOGO: ILDT  
 AJ2825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2825+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 AJ2825
 AJ2825  HISTORY     - Date     Condition        Report By
 AJ2825  HISTORY     - 20000801 MONUMENTED       SECI
 AJ2825
 AJ2825                          STATION DESCRIPTION
 AJ2825
 AJ2825'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2825'STATION IS LOCATED IN THE CITY OF CHICAGO WITHIN LINCOLN PARK OF THE
 AJ2825'CHICAGO PARK DISTRICT, APPROXIMATELY 6.3 MI NORTH-NORTHWEST OF
 AJ2825'NAVY PIER IN SECTION 33, T41N, R14E.  TO REACH FROM US RT 41(LAKE
 AJ2825'SHORE DRIVE) AND GRAND AVENUE AT NAVY PIER, PROCEED NORTH ON
 AJ2825'LAKE SHORE DRIVE TO THE FOSTER AVENUE EXIT, TAKE EXIT RAMP TO A 3
 AJ2825'WAY STOP, TURN RIGHT(EAST) TO THE FOSTER AVENUE BEACH PARKING
 AJ2825'LOT.  STATION IS LOCATED NEAR THE NORTHERNMOST END OF THE
 AJ2825'CONCRETE SEAWALL NORTH OF FOSTER AVENUE BEACH.  STATION IS
 AJ2825'APPROXIMATELY 0.5 MI NORTH OF FOSTER AVENUE, SOUTHEAST OF KATHY
 AJ2825'OSTERMAN BEACH, 145 FT SOUTHWEST OF THE NORTH END OF THE 5
 AJ2825'LEVELS OF CONCRETE SEAWALL ABOVE LAKE MICHIGAN, 13.0 FT WEST OF
 AJ2825'LAKE MICHIGAN, 24.0 FT NORTHWEST OF AN ARROW CUT ON THE LOWER
 AJ2825'LEVEL, 21.0 FT EAST OF AN ARROW CUT ON THE TOP LEVEL,  180 FT
 AJ2825'NORTH-NORTHEAST OF A CONCRETE SIDEWALK THAT RUNS TOWARD LAKE
 AJ2825'SHORE DRIVE AND 1.2 FT WEST OF THE LAKE(EAST) EDGE OF THE SECOND
 AJ2825'LEVEL.  STATION IS A 4 INCH BRONZE SURVEY DISC.
 AJ2825' 
 AJ2825' 
 AJ2825' 
 AJ2825' 
 AJ2825' 
 AJ2825' 
 AJ2825' 
 AJ2825' 
 AJ2825'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2764 ***********************************************************************
 AJ2764  DESIGNATION -  COO1 1A
 AJ2764  PID         -  AJ2764
 AJ2764  STATE/COUNTY-  IL/COOK
 AJ2764  USGS QUAD   -  HARVEY (1993)
 AJ2764
 AJ2764                         *CURRENT SURVEY CONTROL
 AJ2764  ___________________________________________________________________
 AJ2764* NAD 83(1997)-  41 31 34.31100(N)    087 38 09.53324(W)     ADJUSTED  
 AJ2764* NAVD 88     -       193.5    (meters)     635.     (feet)  GPS OBS   
 AJ2764  ___________________________________________________________________
 AJ2764  X           -     197,255.890 (meters)                     COMP
 AJ2764  Y           -  -4,778,099.503 (meters)                     COMP
 AJ2764  Z           -   4,206,457.102 (meters)                     COMP
 AJ2764  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AJ2764  ELLIP HEIGHT-         160.08  (meters)          (04/23/01) GPS OBS
 AJ2764  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AJ2764
 AJ2764  HORZ ORDER  -  FIRST
 AJ2764  ELLP ORDER  -  THIRD     CLASS I
 AJ2764
 AJ2764.The horizontal coordinates were established by GPS observations
 AJ2764.and adjusted by the National Geodetic Survey in April 2001..
 AJ2764
 AJ2764.The orthometric height was determined by GPS observations and a
 AJ2764.high-resolution geoid model.
 AJ2764
 AJ2764.Photographs are available for this station.
 AJ2764
 AJ2764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2764
 AJ2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2764
 AJ2764.The ellipsoidal height was determined by GPS observations
 AJ2764.and is referenced to NAD 83.
 AJ2764
 AJ2764.The geoid height was determined by GEOID03.
 AJ2764
 AJ2764;                    North         East     Units Scale Factor Converg.
 AJ2764;SPC IL E     -   539,714.123   358,201.460   MT  1.00001667   +0 27 44.4
 AJ2764;SPC IL E     - 1,770,712.09  1,175,199.29   sFT  1.00001667   +0 27 44.4
 AJ2764;UTM  16      - 4,597,367.886   446,940.489   MT  0.99963465   -0 25 17.9
 AJ2764
 AJ2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2764!SPC IL E     -   0.99997489  x   1.00001667  =   0.99999156
 AJ2764!UTM  16      -   0.99997489  x   0.99963465  =   0.99960955
 AJ2764
 AJ2764:                Primary Azimuth Mark                     Grid Az
 AJ2764:SPC IL E     -  COO1 1B                                  000 32 51.7
 AJ2764:UTM  16      -  COO1 1B                                  001 25 54.0
 AJ2764
 AJ2764|---------------------------------------------------------------------|
 AJ2764| PID    Reference Object                     Distance      Geod. Az  |
 AJ2764|                                                           dddmmss.s |
 AJ2764| AJ2765 COO1 1B                             APPROX. 1.2 KM 0010036.1 |
 AJ2764|---------------------------------------------------------------------|
 AJ2764
 AJ2764                          SUPERSEDED SURVEY CONTROL
 AJ2764
 AJ2764.No superseded survey control is available for this station.
 AJ2764
 AJ2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4694097368(NAD 83)
 AJ2764_MARKER: I = METAL ROD
 AJ2764_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2764_STAMPING: COO1-1A
 AJ2764_MARK LOGO: ILDT  
 AJ2764_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2764_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2764+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AJ2764_ROD/PIPE-DEPTH:  6.1 meters
 AJ2764_SLEEVE-DEPTH  :  0.9 meters
 AJ2764
 AJ2764  HISTORY     - Date     Condition        Report By
 AJ2764  HISTORY     - 20000621 MONUMENTED       SECI
 AJ2764  HISTORY     - 20060315 GOOD             CAS
 AJ2764
 AJ2764                          STATION DESCRIPTION
 AJ2764
 AJ2764'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2764'STATION IS LOCATED APPROXIMATELY 2.5 MI SOUTHEAST OF HOMEWOOD
 AJ2764'WITHIN THE CITY LIMITS OF CHICAGO HEIGHTS ON THE CAMPUS OF PRARIE
 AJ2764'STATE COLLEGE IN SECTION 17, T35N  R14E.  TO REACH FROM THE JUNCTION
 AJ2764'OF IL RT 30 AND IL RT 1 PROCEED NORTH ON US RT 1 FOR 2.0 MI TO THE
 AJ2764'STATION LOCATED 40 FT WEST OF THE CENTERLINE OF RT 1 AND 0.1 MI
 AJ2764'SOUTH OF VOLLMER RD.  STATION IS 257 FT SOUTH OF POWERPOLE (PP),
 AJ2764'88.2 FT SOUTH OF PP, 86.1 FT NORTH OF PP, 27.9 FT WEST OF BACK OF
 AJ2764'CURB,
 AJ2764'120 FT EAST OF THE BITUMINOUS DRIVE LOCATED ON THE PRARIE STATE
 AJ2764'COLLEGE CAMPUS, 24.1 FT NORTH OF THE SOUTHERN ENTRANCE TO
 AJ2764'GOODYEAR, 27.9 FT SOUTH OF THE NORTHERN ENTRANCE TO GOODYEAR,
 AJ2764'14 FT NORTHEAST OF FIRE HYDRANT, AND 14 FT NORTHEAST OF AN ORANGE
 AJ2764'FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2764'INCH LOGO CAP.  DATUM POINT IS 0.60 FT BELOW CAP.  PK NAILS WERE SET
 AJ2764'IN WOOD PHYSICAL TIES.  (MH)
 AJ2764' 
 AJ2764' 
 AJ2764' 
 AJ2764' 
 AJ2764'
 AJ2764
 AJ2764                          STATION RECOVERY (2006)
 AJ2764
 AJ2764'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 AJ2764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2765 ***********************************************************************
 AJ2765  DESIGNATION -  COO1 1B
 AJ2765  PID         -  AJ2765
 AJ2765  STATE/COUNTY-  IL/COOK
 AJ2765  USGS QUAD   -  HARVEY (1993)
 AJ2765
 AJ2765                         *CURRENT SURVEY CONTROL
 AJ2765  ___________________________________________________________________
 AJ2765* NAD 83(1997)-  41 32 13.85193(N)    087 38 08.60543(W)     ADJUSTED  
 AJ2765* NAVD 88     -       192.4    (meters)     631.     (feet)  GPS OBS   
 AJ2765  ___________________________________________________________________
 AJ2765  X           -     197,243.983 (meters)                     COMP
 AJ2765  Y           -  -4,777,289.674 (meters)                     COMP
 AJ2765  Z           -   4,207,369.621 (meters)                     COMP
 AJ2765  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AJ2765  ELLIP HEIGHT-         159.03  (meters)          (04/23/01) GPS OBS
 AJ2765  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AJ2765
 AJ2765  HORZ ORDER  -  FIRST
 AJ2765  ELLP ORDER  -  THIRD     CLASS I
 AJ2765
 AJ2765.The horizontal coordinates were established by GPS observations
 AJ2765.and adjusted by the National Geodetic Survey in April 2001..
 AJ2765
 AJ2765.The orthometric height was determined by GPS observations and a
 AJ2765.high-resolution geoid model.
 AJ2765
 AJ2765.Photographs are available for this station.
 AJ2765
 AJ2765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2765
 AJ2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2765
 AJ2765.The ellipsoidal height was determined by GPS observations
 AJ2765.and is referenced to NAD 83.
 AJ2765
 AJ2765.The geoid height was determined by GEOID03.
 AJ2765
 AJ2765;                    North         East     Units Scale Factor Converg.
 AJ2765;SPC IL E     -   540,934.161   358,213.122   MT  1.00001669   +0 27 45.4
 AJ2765;SPC IL E     - 1,774,714.83  1,175,237.55   sFT  1.00001669   +0 27 45.4
 AJ2765;UTM  16      - 4,598,587.133   446,970.962   MT  0.99963461   -0 25 17.6
 AJ2765
 AJ2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2765!SPC IL E     -   0.99997506  x   1.00001669  =   0.99999175
 AJ2765!UTM  16      -   0.99997506  x   0.99963461  =   0.99960968
 AJ2765
 AJ2765:                Primary Azimuth Mark                     Grid Az
 AJ2765:SPC IL E     -  COO1 1A                                  180 32 51.3
 AJ2765:UTM  16      -  COO1 1A                                  181 25 54.3
 AJ2765
 AJ2765|---------------------------------------------------------------------|
 AJ2765| PID    Reference Object                     Distance      Geod. Az  |
 AJ2765|                                                           dddmmss.s |
 AJ2765| AJ2764 COO1 1A                             APPROX. 1.2 KM 1810036.7 |
 AJ2765|---------------------------------------------------------------------|
 AJ2765
 AJ2765                          SUPERSEDED SURVEY CONTROL
 AJ2765
 AJ2765.No superseded survey control is available for this station.
 AJ2765
 AJ2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4697198587(NAD 83)
 AJ2765_MARKER: I = METAL ROD
 AJ2765_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2765_STAMPING: COO1-1B
 AJ2765_MARK LOGO: ILDT  
 AJ2765_PROJECTION: FLUSH
 AJ2765_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2765+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 AJ2765_ROD/PIPE-DEPTH:  6.1 meters
 AJ2765_SLEEVE-DEPTH  :  0.9 meters
 AJ2765
 AJ2765  HISTORY     - Date     Condition        Report By
 AJ2765  HISTORY     - 20000621 MONUMENTED       SECI
 AJ2765  HISTORY     - 20060223 GOOD             INDIV
 AJ2765
 AJ2765                          STATION DESCRIPTION
 AJ2765
 AJ2765'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2765'STATION IS LOCATED WITHIN THE CITY LIMITS OF CHICAGO HEIGHTS
 AJ2765'APPROXIMATELY 1.8 MI SOUTHEAST OF HOMEWOOD, 1.6 MI SOUTHWEST OF
 AJ2765'GLENWOOD IN SECTION 9, T35N, R14E.  TO REACH FROM THE JUNCTION OF IL
 AJ2765'RT 30 AND IL RT 1 PROCEED NORTH ON US RT 1 2.5 MI TO THE STATION
 AJ2765'LOCATED 51.6 FT EAST OF THE MEDIAN OF RT 1 AND 0.1 MI SOUTH OF
 AJ2765'HOLLBROOK RD.  STATION IS 79.6 FT NORTH OF CENTERLINE OF 194TH ST,
 AJ2765'190 FT NORTHEAST OF POWER POLE (PP) LOCATED WEST OF INTERSTATE
 AJ2765'AVE, 156.6 NORTHEAST OF PP LOCATED EAST OF INTERSTATE AVE, 75.5 FT
 AJ2765'NORTH OF THE NORTH ENTRANCE TO NEVADA BOB'S, 12 FT EAST OF THE
 AJ2765'BACK OF CURB OF RT 1, 40 FT NORTH OF END OF CHAIN LINK FENCE AND 2 FT
 AJ2765'WEST OF AN ORANGE FIBERGLASS WITNESS POST AND CHAIN LINK FENCE.
 AJ2765'NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT
 AJ2765'IS 0.55 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.   (MH)
 AJ2765'
 AJ2765
 AJ2765                          STATION RECOVERY (2006)
 AJ2765
 AJ2765'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TBW)
 AJ2765'MONUMENT FOUND 12'EAST OF CURB, 76.2' FROM SOUTH WEST BOLT OF LIGHT
 AJ2765'POLE, AND 10.20' SOUTH OF SOUTH END OF CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2778 ***********************************************************************
 AJ2778  DESIGNATION -  COO1220 1A
 AJ2778  PID         -  AJ2778
 AJ2778  STATE/COUNTY-  IL/COOK
 AJ2778  USGS QUAD   -  BLUE ISLAND (1997)
 AJ2778
 AJ2778                         *CURRENT SURVEY CONTROL
 AJ2778  ___________________________________________________________________
 AJ2778* NAD 83(1997)-  41 43 14.25310(N)    087 41 50.05255(W)     ADJUSTED  
 AJ2778* NAVD 88     -       189.8    (meters)     623.     (feet)  GPS OBS   
 AJ2778  ___________________________________________________________________
 AJ2778  X           -     191,571.021 (meters)                     COMP
 AJ2778  Y           -  -4,763,972.461 (meters)                     COMP
 AJ2778  Z           -   4,222,597.411 (meters)                     COMP
 AJ2778  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AJ2778  ELLIP HEIGHT-         156.38  (meters)          (04/23/01) GPS OBS
 AJ2778  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AJ2778
 AJ2778  HORZ ORDER  -  FIRST
 AJ2778  ELLP ORDER  -  THIRD     CLASS I
 AJ2778
 AJ2778.The horizontal coordinates were established by GPS observations
 AJ2778.and adjusted by the National Geodetic Survey in April 2001..
 AJ2778
 AJ2778.The orthometric height was determined by GPS observations and a
 AJ2778.high-resolution geoid model.
 AJ2778
 AJ2778.Photographs are available for this station.
 AJ2778
 AJ2778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2778
 AJ2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2778
 AJ2778.The ellipsoidal height was determined by GPS observations
 AJ2778.and is referenced to NAD 83.
 AJ2778
 AJ2778.The geoid height was determined by GEOID03.
 AJ2778
 AJ2778;                    North         East     Units Scale Factor Converg.
 AJ2778;SPC IL E     -   561,268.676   352,929.772   MT  1.00000946   +0 25 24.0
 AJ2778;SPC IL E     - 1,841,428.98  1,157,903.76   sFT  1.00000946   +0 25 24.0
 AJ2778;UTM  16      - 4,618,993.236   442,004.455   MT  0.99964139   -0 27 50.5
 AJ2778
 AJ2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2778!SPC IL E     -   0.99997547  x   1.00000946  =   0.99998493
 AJ2778!UTM  16      -   0.99997547  x   0.99964139  =   0.99961687
 AJ2778
 AJ2778:                Primary Azimuth Mark                     Grid Az
 AJ2778:SPC IL E     -  COO1220 1B                               086 25 10.9
 AJ2778:UTM  16      -  COO1220 1B                               087 18 25.4
 AJ2778
 AJ2778|---------------------------------------------------------------------|
 AJ2778| PID    Reference Object                     Distance      Geod. Az  |
 AJ2778|                                                           dddmmss.s |
 AJ2778| AJ2779 COO1220 1B                          APPROX. 0.8 KM 0865034.9 |
 AJ2778|---------------------------------------------------------------------|
 AJ2778
 AJ2778                          SUPERSEDED SURVEY CONTROL
 AJ2778
 AJ2778.No superseded survey control is available for this station.
 AJ2778
 AJ2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4200418993(NAD 83)
 AJ2778_MARKER: I = METAL ROD
 AJ2778_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2778_STAMPING: COO1220-1A
 AJ2778_MARK LOGO: ILDT  
 AJ2778_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2778_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2778+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 AJ2778_ROD/PIPE-DEPTH:  3.7 meters
 AJ2778_SLEEVE-DEPTH  :  0.9 meters
 AJ2778
 AJ2778  HISTORY     - Date     Condition        Report By
 AJ2778  HISTORY     - 20000616 MONUMENTED       SECI
 AJ2778  HISTORY     - 20040520 GOOD             JCLS
 AJ2778
 AJ2778                          STATION DESCRIPTION
 AJ2778
 AJ2778'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2778'STATION IS LOCATED WITHIN THE CITY LIMITS OF EVERGREEN PARK  IN
 AJ2778'SECTION 12, T37N, R13E.  TO REACH FROM THE JUNCTION OF IL RT 50 AND IL
 AJ2778'RT 12/20 PROCEED EAST ON US RT 12/20 2.3 MI TO THE STATION LOCATED
 AJ2778'57.1 FT SOUTH OF THE CENTERLINE OF ROUTE 12/20 AND 14 FT SOUTH OF
 AJ2778'BACK OF CURB.  STATION IS 242.1 FT EAST OF CENTERLINE OF UTICA AVE,
 AJ2778'96.2 FT WEST OF CENTERLINE OF SACRAMENTO RD, 116.5 FT EAST OF THE
 AJ2778'ENTRANCE TO GOLDEN GRIDDLE PANCAKE HOUSE, 33 FT SOUTHEAST OF AN
 AJ2778'INLET, 22 FT SOUTHWEST OF A CATCH BASIN, 7 FT SOUTH OF THE CONCRETE
 AJ2778'SIDEWALK, 6 FT NORTH OF BITUMINOUS PARKING LOT, AND 22.0 FT EAST OF
 AJ2778'AN ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT
 AJ2778'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS
 AJ2778'WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2778' 
 AJ2778' 
 AJ2778' 
 AJ2778' 
 AJ2778' 
 AJ2778' 
 AJ2778'
 AJ2778
 AJ2778                          STATION RECOVERY (2004)
 AJ2778
 AJ2778'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AJ2778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2779 ***********************************************************************
 AJ2779  DESIGNATION -  COO1220 1B
 AJ2779  PID         -  AJ2779
 AJ2779  STATE/COUNTY-  IL/COOK
 AJ2779  USGS QUAD   -  BLUE ISLAND (1997)
 AJ2779
 AJ2779                         *CURRENT SURVEY CONTROL
 AJ2779  ___________________________________________________________________
 AJ2779* NAD 83(1997)-  41 43 15.75162(N)    087 41 13.74969(W)     ADJUSTED  
 AJ2779* NAVD 88     -       197.1    (meters)     647.     (feet)  GPS OBS   
 AJ2779  ___________________________________________________________________
 AJ2779  X           -     192,408.461 (meters)                     COMP
 AJ2779  Y           -  -4,763,913.371 (meters)                     COMP
 AJ2779  Z           -   4,222,636.778 (meters)                     COMP
 AJ2779  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AJ2779  ELLIP HEIGHT-         163.68  (meters)          (04/23/01) GPS OBS
 AJ2779  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AJ2779
 AJ2779  HORZ ORDER  -  FIRST
 AJ2779  ELLP ORDER  -  THIRD     CLASS I
 AJ2779
 AJ2779.The horizontal coordinates were established by GPS observations
 AJ2779.and adjusted by the National Geodetic Survey in April 2001..
 AJ2779
 AJ2779.The orthometric height was determined by GPS observations and a
 AJ2779.high-resolution geoid model.
 AJ2779
 AJ2779.Photographs are available for this station.
 AJ2779
 AJ2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2779
 AJ2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2779
 AJ2779.The ellipsoidal height was determined by GPS observations
 AJ2779.and is referenced to NAD 83.
 AJ2779
 AJ2779.The geoid height was determined by GEOID03.
 AJ2779
 AJ2779;                    North         East     Units Scale Factor Converg.
 AJ2779;SPC IL E     -   561,321.157   353,768.533   MT  1.00001056   +0 25 48.2
 AJ2779;SPC IL E     - 1,841,601.16  1,160,655.60   sFT  1.00001056   +0 25 48.2
 AJ2779;UTM  16      - 4,619,032.707   442,843.617   MT  0.99964020   -0 27 26.3
 AJ2779
 AJ2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2779!SPC IL E     -   0.99997433  x   1.00001056  =   0.99998489
 AJ2779!UTM  16      -   0.99997433  x   0.99964020  =   0.99961454
 AJ2779
 AJ2779:                Primary Azimuth Mark                     Grid Az
 AJ2779:SPC IL E     -  COO1220 1A                               266 25 10.9
 AJ2779:UTM  16      -  COO1220 1A                               267 18 25.4
 AJ2779
 AJ2779|---------------------------------------------------------------------|
 AJ2779| PID    Reference Object                     Distance      Geod. Az  |
 AJ2779|                                                           dddmmss.s |
 AJ2779| AJ2778 COO1220 1A                          APPROX. 0.8 KM 2665059.1 |
 AJ2779|---------------------------------------------------------------------|
 AJ2779
 AJ2779                          SUPERSEDED SURVEY CONTROL
 AJ2779
 AJ2779.No superseded survey control is available for this station.
 AJ2779
 AJ2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4284419033(NAD 83)
 AJ2779_MARKER: I = METAL ROD
 AJ2779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2779_STAMPING: COO1220-1B
 AJ2779_MARK LOGO: ILDT  
 AJ2779_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2779_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2779+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AJ2779_ROD/PIPE-DEPTH:  4.9 meters
 AJ2779_SLEEVE-DEPTH  :  0.9 meters
 AJ2779
 AJ2779  HISTORY     - Date     Condition        Report By
 AJ2779  HISTORY     - 20000616 MONUMENTED       SECI
 AJ2779
 AJ2779                          STATION DESCRIPTION
 AJ2779
 AJ2779'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2779'STATION IS LOCATED WITHIN THE CITY LIMITS OF EVERGREEN PARK IN
 AJ2779'SECTION 5, T37N, R14E.  TO REACH FROM THE JUNCTION OF IL RT 50 AND IL
 AJ2779'RT 12/20 PROCEED EAST ON US RT 12/20 2.8 MI TO THE STATION LOCATED
 AJ2779'11 FT NORTH OF BACK OF CURB OF ROUTE 12/20.  STATION IS 109.3 FT
 AJ2779'NORTH NORTHWEST OF POWERPOLE (PP) LOCATED SOUTH OF RT 12/20, 143
 AJ2779'FT SOUTH OF PP, 108 FT SOUTH OF PP, 85 FT EAST OF CENTERLINE OF
 AJ2779'ENTRANCE TO MCDONALDS, 42 FT EAST OF THE AMOCO AND MCDONALDS
 AJ2779'SIGN, 38 FT WEST OF CENTERLINE OF RAILROAD TRACKS, 9 FT NORTH OF
 AJ2779'FIRE HYDRANT, 6 FT SOUTHWEST OF A WOOD FENCE AND 9.0 FT SOUTH OF
 AJ2779'AN ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT
 AJ2779'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  PK NAILS
 AJ2779'WERE SET IN WOOD PHYSICAL TIES.    (MH)
 AJ2779' 
 AJ2779' 
 AJ2779' 
 AJ2779' 
 AJ2779' 
 AJ2779' 
 AJ2779'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2832 ***********************************************************************
 AJ2832  DESIGNATION -  COO14 1A
 AJ2832  PID         -  AJ2832
 AJ2832  STATE/COUNTY-  IL/COOK
 AJ2832  USGS QUAD   -  PARK RIDGE (1995)
 AJ2832
 AJ2832                         *CURRENT SURVEY CONTROL
 AJ2832  ___________________________________________________________________
 AJ2832* NAD 83(1997)-  42 01 24.59901(N)    087 47 26.77898(W)     ADJUSTED  
 AJ2832* NAVD 88     -       189.2    (meters)     621.     (feet)  GPS OBS   
 AJ2832  ___________________________________________________________________
 AJ2832  X           -     182,927.987 (meters)                     COMP
 AJ2832  Y           -  -4,741,840.406 (meters)                     COMP
 AJ2832  Z           -   4,247,647.343 (meters)                     COMP
 AJ2832  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AJ2832  ELLIP HEIGHT-         155.52  (meters)          (04/23/01) GPS OBS
 AJ2832  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AJ2832
 AJ2832  HORZ ORDER  -  FIRST
 AJ2832  ELLP ORDER  -  THIRD     CLASS I
 AJ2832
 AJ2832.The horizontal coordinates were established by GPS observations
 AJ2832.and adjusted by the National Geodetic Survey in April 2001..
 AJ2832
 AJ2832.The orthometric height was determined by GPS observations and a
 AJ2832.high-resolution geoid model.
 AJ2832
 AJ2832.Photographs are available for this station.
 AJ2832
 AJ2832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2832
 AJ2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2832
 AJ2832.The ellipsoidal height was determined by GPS observations
 AJ2832.and is referenced to NAD 83.
 AJ2832
 AJ2832.The geoid height was determined by GEOID03.
 AJ2832
 AJ2832;                    North         East     Units Scale Factor Converg.
 AJ2832;SPC IL E     -   594,855.166   344,934.030   MT  0.99999983   +0 21 47.6
 AJ2832;SPC IL E     - 1,951,620.66  1,131,671.06   sFT  0.99999983   +0 21 47.6
 AJ2832;UTM  16      - 4,652,687.816   434,534.030   MT  0.99965273   -0 31 45.8
 AJ2832
 AJ2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2832!SPC IL E     -   0.99997561  x   0.99999983  =   0.99997544
 AJ2832!UTM  16      -   0.99997561  x   0.99965273  =   0.99962835
 AJ2832
 AJ2832:                Primary Azimuth Mark                     Grid Az
 AJ2832:SPC IL E     -  COO14 1B                                 182 41 41.7
 AJ2832:UTM  16      -  COO14 1B                                 183 35 15.1
 AJ2832
 AJ2832|---------------------------------------------------------------------|
 AJ2832| PID    Reference Object                     Distance      Geod. Az  |
 AJ2832|                                                           dddmmss.s |
 AJ2832| AJ2827 COO14 1B                            APPROX. 0.8 KM 1830329.3 |
 AJ2832|---------------------------------------------------------------------|
 AJ2832
 AJ2832                          SUPERSEDED SURVEY CONTROL
 AJ2832
 AJ2832.No superseded survey control is available for this station.
 AJ2832
 AJ2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3453452688(NAD 83)
 AJ2832_MARKER: I = METAL ROD
 AJ2832_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2832_STAMPING: COO14-1A
 AJ2832_MARK LOGO: ILDT  
 AJ2832_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2832_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2832+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2000
 AJ2832_ROD/PIPE-DEPTH:  3.7 meters
 AJ2832_SLEEVE-DEPTH  :  0.9 meters
 AJ2832
 AJ2832  HISTORY     - Date     Condition        Report By
 AJ2832  HISTORY     - 20000615 MONUMENTED       SECI
 AJ2832
 AJ2832                          STATION DESCRIPTION
 AJ2832
 AJ2832'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2832'STATION IS LOCATED WITHIN THE CITY OF NILES, 3.0 MI
 AJ2832'SOUTHWEST OF SKOKIE IN SECTION 19, T41N, R13E.  TO REACH FROM THE
 AJ2832'JUNCTION OF US RT 14 AND IL RT 43 PROCEED EASTBOUND ON US RT 14 FOR
 AJ2832'0.75 MI TO THE STATION LOCATED 39 FT EAST OF THE CENTERLINE OF US RT
 AJ2832'14 WESTBOUND.  STATION IS LOCATED 57 FT SOUTH OF CENTERLINE FOR
 AJ2832'NABISCO COMPANY ENTRANCE, 29 FT SOUTH OF NABISCO RECEIVING SIGN,
 AJ2832'46 FT NORTHEAST OF CATCH BASIN WITH A 5FT X 5FT CONCRETE BASE, 96 FT
 AJ2832'SOUTHEAST OF ELM TREE, 95 FT EAST OF ELM TREE, AND 29 FT SOUTH OF
 AJ2832'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2832'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS
 AJ2832'WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2832' 
 AJ2832' 
 AJ2832' 
 AJ2832' 
 AJ2832' 
 AJ2832' 
 AJ2832' 
 AJ2832' 
 AJ2832' 
 AJ2832' 
 AJ2832'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2827 ***********************************************************************
 AJ2827  DESIGNATION -  COO14 1B
 AJ2827  PID         -  AJ2827
 AJ2827  STATE/COUNTY-  IL/COOK
 AJ2827  USGS QUAD   -  PARK RIDGE (1995)
 AJ2827
 AJ2827                         *CURRENT SURVEY CONTROL
 AJ2827  ___________________________________________________________________
 AJ2827* NAD 83(1997)-  42 00 58.98356(N)    087 47 28.61414(W)     ADJUSTED  
 AJ2827* NAVD 88     -       189.6    (meters)     622.     (feet)  GPS OBS   
 AJ2827  ___________________________________________________________________
 AJ2827  X           -     182,906.198 (meters)                     COMP
 AJ2827  Y           -  -4,742,370.976 (meters)                     COMP
 AJ2827  Z           -   4,247,060.434 (meters)                     COMP
 AJ2827  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AJ2827  ELLIP HEIGHT-         155.90  (meters)          (04/23/01) GPS OBS
 AJ2827  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AJ2827
 AJ2827  HORZ ORDER  -  FIRST
 AJ2827  ELLP ORDER  -  THIRD     CLASS I
 AJ2827
 AJ2827.The horizontal coordinates were established by GPS observations
 AJ2827.and adjusted by the National Geodetic Survey in April 2001..
 AJ2827
 AJ2827.The orthometric height was determined by GPS observations and a
 AJ2827.high-resolution geoid model.
 AJ2827
 AJ2827.Photographs are available for this station.
 AJ2827
 AJ2827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2827
 AJ2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2827
 AJ2827.The ellipsoidal height was determined by GPS observations
 AJ2827.and is referenced to NAD 83.
 AJ2827
 AJ2827.The geoid height was determined by GEOID03.
 AJ2827
 AJ2827;                    North         East     Units Scale Factor Converg.
 AJ2827;SPC IL E     -   594,064.581   344,896.816   MT  0.99999979   +0 21 46.2
 AJ2827;SPC IL E     - 1,949,026.88  1,131,548.97   sFT  0.99999979   +0 21 46.2
 AJ2827;UTM  16      - 4,651,898.181   434,484.524   MT  0.99965281   -0 31 46.8
 AJ2827
 AJ2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2827!SPC IL E     -   0.99997555  x   0.99999979  =   0.99997534
 AJ2827!UTM  16      -   0.99997555  x   0.99965281  =   0.99962837
 AJ2827
 AJ2827:                Primary Azimuth Mark                     Grid Az
 AJ2827:SPC IL E     -  COO14 1A                                 002 41 41.8
 AJ2827:UTM  16      -  COO14 1A                                 003 35 14.8
 AJ2827
 AJ2827|---------------------------------------------------------------------|
 AJ2827| PID    Reference Object                     Distance      Geod. Az  |
 AJ2827|                                                           dddmmss.s |
 AJ2827| AJ2832 COO14 1A                            APPROX. 0.8 KM 0030328.0 |
 AJ2827|---------------------------------------------------------------------|
 AJ2827
 AJ2827                          SUPERSEDED SURVEY CONTROL
 AJ2827
 AJ2827.No superseded survey control is available for this station.
 AJ2827
 AJ2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3448551898(NAD 83)
 AJ2827_MARKER: I = METAL ROD
 AJ2827_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2827+WITH SETTING: INFORMATION.
 AJ2827_STAMPING: COO14-1B
 AJ2827_MARK LOGO: ILDT  
 AJ2827_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2827_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2827+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2000
 AJ2827_ROD/PIPE-DEPTH:  2.4 meters
 AJ2827_SLEEVE-DEPTH  :  0.9 meters
 AJ2827
 AJ2827  HISTORY     - Date     Condition        Report By
 AJ2827  HISTORY     - 20000615 MONUMENTED       SECI
 AJ2827
 AJ2827                          STATION DESCRIPTION
 AJ2827
 AJ2827'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2827'STATION IS LOCATED WITHIN THE CITY  OF NILES, 3.0 MI
 AJ2827'SOUTHWEST OF SKOKIE IN SECTION 30, T41N, R13E.  TO REACH FROM THE
 AJ2827'JUNCTION OF US RT 14 AND IL RT 43 PROCEED EASTBOUND ON US RT 14 FOR
 AJ2827'1.5 MI TO THE STATION LOCATED 40 FT WEST OF THE CENTERLINE OF US RT
 AJ2827'14 EASTBOUND.  STATION IS LOCATED 0.2 MI SOUTH OF HOWARD ST, 37 FT
 AJ2827'NORTH OF CENTERLINE OF HAYDOCK CASTER COMPANY ENTRANCE
 AJ2827'(ADDRESS 7500), 2.5 FT WEST OF CONCRETE SIDEWALK, 127 FT
 AJ2827'NORTHWEST OF POWERPOLE (PP), 92 FT WEST OF PP, 92 FT SOUTH OF
 AJ2827'WATER VALVE VAULT, 13 FT SOUTHEAST OF FIRE HYDRANT, AND 13 FT
 AJ2827'SOUTHEAST OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ2827'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW
 AJ2827'CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE
 AJ2827'SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827' 
 AJ2827'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2798 ***********************************************************************
 AJ2798  DESIGNATION -  COO171 1A
 AJ2798  PID         -  AJ2798
 AJ2798  STATE/COUNTY-  IL/COOK
 AJ2798  USGS QUAD   -  BERWYN (1993)
 AJ2798
 AJ2798                         *CURRENT SURVEY CONTROL
 AJ2798  ___________________________________________________________________
 AJ2798* NAD 83(1997)-  41 51 19.71569(N)    087 49 59.81559(W)     ADJUSTED  
 AJ2798* NAVD 88     -       189.7    (meters)     622.     (feet)  GPS OBS   
 AJ2798  ___________________________________________________________________
 AJ2798  X           -     179,881.373 (meters)                     COMP
 AJ2798  Y           -  -4,754,439.905 (meters)                     COMP
 AJ2798  Z           -   4,233,765.270 (meters)                     COMP
 AJ2798  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AJ2798  ELLIP HEIGHT-         156.30  (meters)          (02/03/05) GPS OBS
 AJ2798  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AJ2798
 AJ2798  HORZ ORDER  -  FIRST
 AJ2798  ELLP ORDER  -  FOURTH    CLASS II
 AJ2798
 AJ2798.The horizontal coordinates were established by GPS observations
 AJ2798.and adjusted by the National Geodetic Survey in April 2001..
 AJ2798
 AJ2798.The orthometric height was determined by GPS observations and a
 AJ2798.high-resolution geoid model.
 AJ2798
 AJ2798.Photographs are available for this station.
 AJ2798
 AJ2798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2798
 AJ2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2798
 AJ2798.The ellipsoidal height was determined by GPS observations
 AJ2798.and is referenced to NAD 83.
 AJ2798
 AJ2798.The geoid height was determined by GEOID03.
 AJ2798
 AJ2798;                    North         East     Units Scale Factor Converg.
 AJ2798;SPC IL E     -   576,171.426   341,522.259   MT  0.99999621   +0 20 01.2
 AJ2798;SPC IL E     - 1,890,322.42  1,120,477.61   sFT  0.99999621   +0 20 01.2
 AJ2798;UTM  16      - 4,634,065.774   430,833.352   MT  0.99965887   -0 33 21.7
 AJ2798
 AJ2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2798!SPC IL E     -   0.99997549  x   0.99999621  =   0.99997170
 AJ2798!UTM  16      -   0.99997549  x   0.99965887  =   0.99963436
 AJ2798
 AJ2798:                Primary Azimuth Mark                     Grid Az
 AJ2798:SPC IL E     -  COO171 1B                                001 00 10.5
 AJ2798:UTM  16      -  COO171 1B                                001 53 33.4
 AJ2798
 AJ2798|---------------------------------------------------------------------|
 AJ2798| PID    Reference Object                     Distance      Geod. Az  |
 AJ2798|                                                           dddmmss.s |
 AJ2798| AJ2802 COO171 1B                           APPROX. 0.6 KM 0012011.7 |
 AJ2798|---------------------------------------------------------------------|
 AJ2798
 AJ2798                          SUPERSEDED SURVEY CONTROL
 AJ2798
 AJ2798  ELLIP H (04/23/01)  156.28   (m)                       GP(       ) 3 1
 AJ2798
 AJ2798.Superseded values are not recommended for survey control.
 AJ2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2798.See file dsdata.txt to determine how the superseded data were derived.
 AJ2798
 AJ2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3083334066(NAD 83)
 AJ2798_MARKER: I = METAL ROD
 AJ2798_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2798+WITH SETTING: INFORMATION.
 AJ2798_STAMPING: COO171-1A
 AJ2798_MARK LOGO: ILDT  
 AJ2798_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2798_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2798+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2000
 AJ2798_ROD/PIPE-DEPTH:  2.4 meters
 AJ2798_SLEEVE-DEPTH  :  0.9 meters
 AJ2798
 AJ2798  HISTORY     - Date     Condition        Report By
 AJ2798  HISTORY     - 20000615 MONUMENTED       SECI
 AJ2798
 AJ2798                          STATION DESCRIPTION
 AJ2798
 AJ2798'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2798'STATION IS LOCATED WITHIN THE CITY OF BROADVIEW,
 AJ2798'2.0 MI SOUTHWEST OF FOREST PARK IN SECTION 23, T39N, R12E.  TO REACH
 AJ2798'FROM THE JUNCTION OF IL RT 38 AND IL RT 171 PROCEED SOUTH ON RT 171
 AJ2798'FOR 0.7 MI TO THE STATION LOCATED 12 FT WEST OF THE BACK OF CURB OF
 AJ2798'RT 171(1ST AVE) AND 266 FT NORTH OF CENTERLINE OF 17TH ST.  STATION IS
 AJ2798'ON THE GROUNDS OF THE LOYOLA UNIVERSITY MEDICAL CENTER AND
 AJ2798'ACROSS FROM THE FOREST PRESERVE.  STATION IS 175.8 FT NORTH OF PK
 AJ2798'NAIL IN THE POWER POLE (PP), 27 FT NORTH OF PK NAIL IN PP, 119.6 FT
 AJ2798'SOUTH OF PK NAIL IN PP, 31 FT SOUTH SOUTHWEST OF A HANDHOLE, 19 FT
 AJ2798'SOUTHWEST OF CATCH BASIN AND 27 FT NORTH OF AN ORANGE FIBERGLASS
 AJ2798'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2798'CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  THE ROD WAS DRIVEN TO
 AJ2798'REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2798'(WB)
 AJ2798' 
 AJ2798' 
 AJ2798' 
 AJ2798' 
 AJ2798' 
 AJ2798'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2802 ***********************************************************************
 AJ2802  DESIGNATION -  COO171 1B
 AJ2802  PID         -  AJ2802
 AJ2802  STATE/COUNTY-  IL/COOK
 AJ2802  USGS QUAD   -  BERWYN (1993)
 AJ2802
 AJ2802                         *CURRENT SURVEY CONTROL
 AJ2802  ___________________________________________________________________
 AJ2802* NAD 83(1997)-  41 51 39.33802(N)    087 49 59.20315(W)     ADJUSTED  
 AJ2802* NAVD 88     -       189.1    (meters)     620.     (feet)  GPS OBS   
 AJ2802  ___________________________________________________________________
 AJ2802  X           -     179,880.196 (meters)                     COMP
 AJ2802  Y           -  -4,754,035.162 (meters)                     COMP
 AJ2802  Z           -   4,234,215.733 (meters)                     COMP
 AJ2802  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AJ2802  ELLIP HEIGHT-         155.62  (meters)          (04/23/01) GPS OBS
 AJ2802  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AJ2802
 AJ2802  HORZ ORDER  -  FIRST
 AJ2802  ELLP ORDER  -  THIRD     CLASS I
 AJ2802
 AJ2802.The horizontal coordinates were established by GPS observations
 AJ2802.and adjusted by the National Geodetic Survey in April 2001..
 AJ2802
 AJ2802.The orthometric height was determined by GPS observations and a
 AJ2802.high-resolution geoid model.
 AJ2802
 AJ2802.Photographs are available for this station.
 AJ2802
 AJ2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2802
 AJ2802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2802
 AJ2802.The ellipsoidal height was determined by GPS observations
 AJ2802.and is referenced to NAD 83.
 AJ2802
 AJ2802.The geoid height was determined by GEOID03.
 AJ2802
 AJ2802;                    North         East     Units Scale Factor Converg.
 AJ2802;SPC IL E     -   576,776.902   341,532.858   MT  0.99999622   +0 20 01.7
 AJ2802;SPC IL E     - 1,892,308.89  1,120,512.38   sFT  0.99999622   +0 20 01.7
 AJ2802;UTM  16      - 4,634,670.809   430,853.346   MT  0.99965883   -0 33 21.5
 AJ2802
 AJ2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2802!SPC IL E     -   0.99997559  x   0.99999622  =   0.99997181
 AJ2802!UTM  16      -   0.99997559  x   0.99965883  =   0.99963443
 AJ2802
 AJ2802:                Primary Azimuth Mark                     Grid Az
 AJ2802:SPC IL E     -  COO171 1A                                181 00 10.4
 AJ2802:UTM  16      -  COO171 1A                                181 53 33.6
 AJ2802
 AJ2802|---------------------------------------------------------------------|
 AJ2802| PID    Reference Object                     Distance      Geod. Az  |
 AJ2802|                                                           dddmmss.s |
 AJ2802| AJ2798 COO171 1A                           APPROX. 0.6 KM 1812012.1 |
 AJ2802|---------------------------------------------------------------------|
 AJ2802
 AJ2802                          SUPERSEDED SURVEY CONTROL
 AJ2802
 AJ2802.No superseded survey control is available for this station.
 AJ2802
 AJ2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3085334671(NAD 83)
 AJ2802_MARKER: I = METAL ROD
 AJ2802_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2802+WITH SETTING: INFORMATION.
 AJ2802_STAMPING: COO171-1B
 AJ2802_MARK LOGO: ILDT  
 AJ2802_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2802_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2802+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2000
 AJ2802_ROD/PIPE-DEPTH:  2.4 meters
 AJ2802_SLEEVE-DEPTH  :  0.9 meters
 AJ2802
 AJ2802  HISTORY     - Date     Condition        Report By
 AJ2802  HISTORY     - 20000615 MONUMENTED       SECI
 AJ2802
 AJ2802                          STATION DESCRIPTION
 AJ2802
 AJ2802'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2802'STATION IS LOCATED WITHIN THE CITY OF BROADVIEW IN
 AJ2802'SECTION 23, T39N, R12E.  TO REACH FROM THE JUNCTION OF IL RT 38 AND IL
 AJ2802'RT 171 PROCEED SOUTH ON RT 171(1ST AVE) 0.3 MI TO THE STATION
 AJ2802'LOCATED 19 FT EAST OF THE BACK OF CURB OF RT 171, 296 FT SOUTH OF
 AJ2802'CENTERLINE OF 13TH ST (SERVICE ENTRANCE TO FOREST PRESERVE).
 AJ2802'STATION IS 140 FT NORTHEAST OF PK NAIL IN POWER POLE (PP), 127.5 FT
 AJ2802'NORTHWEST OF PK NAIL IN PP, 116.9 FT SOUTHEAST OF PK NAIL IN PP, 53 FT
 AJ2802'NORTH OF CENTERLINE OF DRIVEWAY TO THE FOREST PRESERVE, 34 FT
 AJ2802'NORTHEAST OF A MANHOLE, 21 FT EAST NORTHEAST OF AN INLET, 13 FT
 AJ2802'SOUTHEAST OF A HANDHOLE, AND 87 FT NORTH OF AN ORANGE FIBERGLASS
 AJ2802'WITNESS POST.  STATION IS ACROSS RT 171 FROM THE LOYOLA
 AJ2802'UNIVERSITY MEDICAL CENTER.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2802'INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  THE ROD WAS
 AJ2802'DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2802'PHYSICAL TIES. (WB)
 AJ2802' 
 AJ2802' 
 AJ2802' 
 AJ2802' 
 AJ2802' 
 AJ2802'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2815 ***********************************************************************
 AJ2815  DESIGNATION -  COO171 2A
 AJ2815  PID         -  AJ2815
 AJ2815  STATE/COUNTY-  IL/COOK
 AJ2815  USGS QUAD   -  RIVER FOREST (1997)
 AJ2815
 AJ2815                         *CURRENT SURVEY CONTROL
 AJ2815  ___________________________________________________________________
 AJ2815* NAD 83(1997)-  41 56 57.79009(N)    087 50 12.13143(W)     ADJUSTED  
 AJ2815* NAVD 88     -       191.7    (meters)     629.     (feet)  GPS OBS   
 AJ2815  ___________________________________________________________________
 AJ2815  X           -     179,334.576 (meters)                     COMP
 AJ2815  Y           -  -4,747,490.569 (meters)                     COMP
 AJ2815  Z           -   4,241,530.092 (meters)                     COMP
 AJ2815  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AJ2815  ELLIP HEIGHT-         158.19  (meters)          (04/23/01) GPS OBS
 AJ2815  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AJ2815
 AJ2815  HORZ ORDER  -  FIRST
 AJ2815  ELLP ORDER  -  THIRD     CLASS I
 AJ2815
 AJ2815.The horizontal coordinates were established by GPS observations
 AJ2815.and adjusted by the National Geodetic Survey in April 2001..
 AJ2815
 AJ2815.The orthometric height was determined by GPS observations and a
 AJ2815.high-resolution geoid model.
 AJ2815
 AJ2815.Photographs are available for this station.
 AJ2815
 AJ2815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2815
 AJ2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2815
 AJ2815.The ellipsoidal height was determined by GPS observations
 AJ2815.and is referenced to NAD 83.
 AJ2815
 AJ2815.The geoid height was determined by GEOID03.
 AJ2815
 AJ2815;                    North         East     Units Scale Factor Converg.
 AJ2815;SPC IL E     -   586,600.225   341,177.803   MT  0.99999586   +0 19 55.2
 AJ2815;SPC IL E     - 1,924,537.57  1,119,347.51   sFT  0.99999586   +0 19 55.2
 AJ2815;UTM  16      - 4,644,495.151   430,651.082   MT  0.99965918   -0 33 33.6
 AJ2815
 AJ2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2815!SPC IL E     -   0.99997519  x   0.99999586  =   0.99997105
 AJ2815!UTM  16      -   0.99997519  x   0.99965918  =   0.99963438
 AJ2815
 AJ2815:                Primary Azimuth Mark                     Grid Az
 AJ2815:SPC IL E     -  COO171 2B                                358 15 32.6
 AJ2815:UTM  16      -  COO171 2B                                359 09 01.4
 AJ2815
 AJ2815|---------------------------------------------------------------------|
 AJ2815| PID    Reference Object                     Distance      Geod. Az  |
 AJ2815|                                                           dddmmss.s |
 AJ2815| AJ2821 COO171 2B                           APPROX. 0.7 KM 3583527.8 |
 AJ2815|---------------------------------------------------------------------|
 AJ2815
 AJ2815                          SUPERSEDED SURVEY CONTROL
 AJ2815
 AJ2815.No superseded survey control is available for this station.
 AJ2815
 AJ2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3065144495(NAD 83)
 AJ2815_MARKER: I = METAL ROD
 AJ2815_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2815_STAMPING: COO171-2A
 AJ2815_MARK LOGO: ILDT  
 AJ2815_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2815_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2815+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2000
 AJ2815_ROD/PIPE-DEPTH:  6.1 meters
 AJ2815_SLEEVE-DEPTH  :  0.9 meters
 AJ2815
 AJ2815  HISTORY     - Date     Condition        Report By
 AJ2815  HISTORY     - 20000619 MONUMENTED       SECI
 AJ2815
 AJ2815                          STATION DESCRIPTION
 AJ2815
 AJ2815'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2815'STATION IS LOCATED APPROXIMATELY  1.8 MI EAST OF SCHILLER PARK AND
 AJ2815'1.0 MI SOUTH OF NORRIDGE IN SECTION 23, T40N, R12E.  TO REACH FROM
 AJ2815'THE JUNCTION OF IL RT 19 AND RT 171(CUMBERLAND AVE) PROCEED SOUTH
 AJ2815'ON RT 171 0.15 MI TO THE STATION LOCATED 38 FT EAST OF THE
 AJ2815'SOUTHBOUND RT 171 CENTERLINE IN GRASS MEDIAN, 265 FT SOUTH OF
 AJ2815'CENTERLINE OF BYRON ST,  AND 34 FT WEST OF CENTERLINE OF
 AJ2815'NORTHBOUND RT 171.  STATION IS 128.5 FT SOUTHWEST OF PK NAIL IN 24 IN
 AJ2815'MAPLE TREE, 76.2 FT NORTHWEST OF PK NAIL IN 20 IN MAPLE, 68.8 FT
 AJ2815'NORTHEAST OF PK NAIL IN 20 IN CHERRY TREE, 46 FT NORTH NORTHWEST
 AJ2815'OF A MANHOLE,  25 FT EAST OF RT 171 EDGE OF PAVEMENT, 21 FT WEST OF
 AJ2815'RT 171 EDGE OF PAVEMENT, AND 2.0 FT WEST OF AN ORANGE FIBERGLASS
 AJ2815'WITNESS POST.  STATION IS IN FRONT OF ADDRESS 3833.  NOTE- ACCESS TO
 AJ2815'DATUM POINT THROUGH 6 INCH LOGO CAP. DATUM POINT IS 0.60 FT BELOW
 AJ2815'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2815' 
 AJ2815' 
 AJ2815' 
 AJ2815' 
 AJ2815' 
 AJ2815' 
 AJ2815' 
 AJ2815' 
 AJ2815'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2821 ***********************************************************************
 AJ2821  DESIGNATION -  COO171 2B
 AJ2821  PID         -  AJ2821
 AJ2821  STATE/COUNTY-  IL/COOK
 AJ2821  USGS QUAD   -  RIVER FOREST (1997)
 AJ2821
 AJ2821                         *CURRENT SURVEY CONTROL
 AJ2821  ___________________________________________________________________
 AJ2821* NAD 83(1997)-  41 57 21.73811(N)    087 50 12.92055(W)     ADJUSTED  
 AJ2821* NAVD 88     -       191.8    (meters)     629.     (feet)  GPS OBS   
 AJ2821  ___________________________________________________________________
 AJ2821  X           -     179,297.770 (meters)                     COMP
 AJ2821  Y           -  -4,746,997.657 (meters)                     COMP
 AJ2821  Z           -   4,242,079.621 (meters)                     COMP
 AJ2821  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 AJ2821  ELLIP HEIGHT-         158.21  (meters)          (04/23/01) GPS OBS
 AJ2821  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AJ2821
 AJ2821  HORZ ORDER  -  FIRST
 AJ2821  ELLP ORDER  -  THIRD     CLASS I
 AJ2821
 AJ2821.The horizontal coordinates were established by GPS observations
 AJ2821.and adjusted by the National Geodetic Survey in April 2001..
 AJ2821
 AJ2821.The orthometric height was determined by GPS observations and a
 AJ2821.high-resolution geoid model.
 AJ2821
 AJ2821.Photographs are available for this station.
 AJ2821
 AJ2821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2821
 AJ2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2821
 AJ2821.The ellipsoidal height was determined by GPS observations
 AJ2821.and is referenced to NAD 83.
 AJ2821
 AJ2821.The geoid height was determined by GEOID03.
 AJ2821
 AJ2821;                    North         East     Units Scale Factor Converg.
 AJ2821;SPC IL E     -   587,338.983   341,155.349   MT  0.99999583   +0 19 54.8
 AJ2821;SPC IL E     - 1,926,961.31  1,119,273.84   sFT  0.99999583   +0 19 54.8
 AJ2821;UTM  16      - 4,645,233.920   430,640.127   MT  0.99965920   -0 33 34.4
 AJ2821
 AJ2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2821!SPC IL E     -   0.99997519  x   0.99999583  =   0.99997102
 AJ2821!UTM  16      -   0.99997519  x   0.99965920  =   0.99963440
 AJ2821
 AJ2821:                Primary Azimuth Mark                     Grid Az
 AJ2821:SPC IL E     -  COO171 2A                                178 15 32.4
 AJ2821:UTM  16      -  COO171 2A                                179 09 01.6
 AJ2821
 AJ2821|---------------------------------------------------------------------|
 AJ2821| PID    Reference Object                     Distance      Geod. Az  |
 AJ2821|                                                           dddmmss.s |
 AJ2821| AJ2815 COO171 2A                           APPROX. 0.7 KM 1783527.2 |
 AJ2821|---------------------------------------------------------------------|
 AJ2821
 AJ2821                          SUPERSEDED SURVEY CONTROL
 AJ2821
 AJ2821.No superseded survey control is available for this station.
 AJ2821
 AJ2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3064045234(NAD 83)
 AJ2821_MARKER: I = METAL ROD
 AJ2821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2821_STAMPING: COO171-2B
 AJ2821_MARK LOGO: ILDT  
 AJ2821_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2821_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2821+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 AJ2821_ROD/PIPE-DEPTH:  6.1 meters
 AJ2821_SLEEVE-DEPTH  :  0.9 meters
 AJ2821
 AJ2821  HISTORY     - Date     Condition        Report By
 AJ2821  HISTORY     - 20000621 MONUMENTED       SECI
 AJ2821
 AJ2821                          STATION DESCRIPTION
 AJ2821
 AJ2821'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2821'STATION IS LOCATED APPROXIMATELY  1.8 MI EAST OF SCHILLER PARK AND
 AJ2821'0.50 MI SOUTH OF NORRIDGE IN SECTION 14, T40N, R12E.  TO REACH FROM
 AJ2821'THE JUNCTION OF IL RT 19 (IRVING PARK RD) AND RT 171(CUMBERLAND AVE)
 AJ2821'PROCEED NORTH ON RT 171 FOR 0.25 MI TO THE STATION LOCATED 29 FT
 AJ2821'WEST OF THE SOUTHBOUND CENTERLINE OF RT 171, 138 FT NORTH OF
 AJ2821'CENTERLINE OF BERTEAU AVE.  STATION IS 146 FT SOUTHEAST OF PK NAIL IN
 AJ2821'A 24 IN ASPEN TREE, 83 FT NORTH NORTHEAST OF THE CONCRETE
 AJ2821'HEADWALL WITH RAIL, 80 FT NORTH OF A LIGHT POLE, 20 FT SOUTHWEST OF
 AJ2821'A LIGHT POLE, 10 FT SOUTHWEST OF A HANDHOLE, AND 2 FT EAST OF AN
 AJ2821'ORANGE FIBERGLASS WITNESS POST.  STATION IS ON THE GROUNDS OF THE
 AJ2821'SCHILLER WOODS FOREST PRESERVE.  NOTE- ACCESS TO DATUM POINT
 AJ2821'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  PK NAILS
 AJ2821'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2821' 
 AJ2821' 
 AJ2821' 
 AJ2821' 
 AJ2821' 
 AJ2821'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2762 ***********************************************************************
 AJ2762  DESIGNATION -  COO30 1A
 AJ2762  PID         -  AJ2762
 AJ2762  STATE/COUNTY-  IL/COOK
 AJ2762  USGS QUAD   -  TINLEY PARK (1993)
 AJ2762
 AJ2762                         *CURRENT SURVEY CONTROL
 AJ2762  ___________________________________________________________________
 AJ2762* NAD 83(1997)-  41 30 21.55428(N)    087 45 42.56156(W)     ADJUSTED  
 AJ2762* NAVD 88     -       217.1    (meters)     712.     (feet)  GPS OBS   
 AJ2762  ___________________________________________________________________
 AJ2762  X           -     186,819.875 (meters)                     COMP
 AJ2762  Y           -  -4,780,025.677 (meters)                     COMP
 AJ2762  Z           -   4,204,792.073 (meters)                     COMP
 AJ2762  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AJ2762  ELLIP HEIGHT-         183.80  (meters)          (04/23/01) GPS OBS
 AJ2762  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AJ2762
 AJ2762  HORZ ORDER  -  FIRST
 AJ2762  ELLP ORDER  -  THIRD     CLASS I
 AJ2762
 AJ2762.The horizontal coordinates were established by GPS observations
 AJ2762.and adjusted by the National Geodetic Survey in April 2001..
 AJ2762
 AJ2762.The orthometric height was determined by GPS observations and a
 AJ2762.high-resolution geoid model.
 AJ2762
 AJ2762.Photographs are available for this station.
 AJ2762
 AJ2762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2762
 AJ2762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2762
 AJ2762.The ellipsoidal height was determined by GPS observations
 AJ2762.and is referenced to NAD 83.
 AJ2762
 AJ2762.The geoid height was determined by GEOID03.
 AJ2762
 AJ2762;                    North         East     Units Scale Factor Converg.
 AJ2762;SPC IL E     -   537,392.438   347,713.462   MT  1.00000301   +0 22 43.5
 AJ2762;SPC IL E     - 1,763,095.02  1,140,789.92   sFT  1.00000301   +0 22 43.5
 AJ2762;UTM  16      - 4,595,209.044   436,421.796   MT  0.99964974   -0 30 17.6
 AJ2762
 AJ2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2762!SPC IL E     -   0.99997117  x   1.00000301  =   0.99997418
 AJ2762!UTM  16      -   0.99997117  x   0.99964974  =   0.99962092
 AJ2762
 AJ2762:                Primary Azimuth Mark                     Grid Az
 AJ2762:SPC IL E     -  COO30 1B                                 088 06 11.2
 AJ2762:UTM  16      -  COO30 1B                                 088 59 12.3
 AJ2762
 AJ2762|---------------------------------------------------------------------|
 AJ2762| PID    Reference Object                     Distance      Geod. Az  |
 AJ2762|                                                           dddmmss.s |
 AJ2762| AJ2763 COO30 1B                            APPROX. 1.4 KM 0882854.7 |
 AJ2762|---------------------------------------------------------------------|
 AJ2762
 AJ2762                          SUPERSEDED SURVEY CONTROL
 AJ2762
 AJ2762.No superseded survey control is available for this station.
 AJ2762
 AJ2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3642295209(NAD 83)
 AJ2762_MARKER: I = METAL ROD
 AJ2762_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2762+WITH SETTING: INFORMATION.
 AJ2762_STAMPING: COO30-1A
 AJ2762_MARK LOGO: ILDT  
 AJ2762_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2762_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2762+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 AJ2762_ROD/PIPE-DEPTH:  2.4 meters
 AJ2762_SLEEVE-DEPTH  :  0.9 meters
 AJ2762
 AJ2762  HISTORY     - Date     Condition        Report By
 AJ2762  HISTORY     - 20000620 MONUMENTED       SECI
 AJ2762
 AJ2762                          STATION DESCRIPTION
 AJ2762
 AJ2762'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2762'STATION IS LOCATED APPROXIMATELY 1.5 MI WEST OF MATTESON  IN
 AJ2762'SECTION 20, T35N, R13E.  TO REACH FROM THE JUNCTION OF IL RT 30 AND IL
 AJ2762'RT 57 PROCEED WEST ON US RT 30 FOR 1.0 MI TO THE STATION LOCATED
 AJ2762'44.5 FT SOUTH OF THE EASTBOUND CENTERLINE OF RT 30 AND 0.47 MI EAST
 AJ2762'OF RIDGELAND RD.  STATION IS 350 WEST OF DRIVEWAY TO ADDRESS 5850,
 AJ2762'221 FT WEST OF PP, 70 FT WEST OF PP, 111.3 FT EAST OF PP, 87 FT
 AJ2762'SOUTHEAST OF 36 INCH CONCRETE PIPE, AND 4 FT NORTH OF AN ORANGE
 AJ2762'FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2762'INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  THE ROD WAS
 AJ2762'DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2762'PHYSICAL TIES.  (MH)
 AJ2762' 
 AJ2762' 
 AJ2762' 
 AJ2762' 
 AJ2762' 
 AJ2762' 
 AJ2762' 
 AJ2762' 
 AJ2762'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2763 ***********************************************************************
 AJ2763  DESIGNATION -  COO30 1B
 AJ2763  PID         -  AJ2763
 AJ2763  STATE/COUNTY-  IL/COOK
 AJ2763  USGS QUAD   -  HARVEY (1993)
 AJ2763
 AJ2763                         *CURRENT SURVEY CONTROL
 AJ2763  ___________________________________________________________________
 AJ2763* NAD 83(1997)-  41 30 22.74202(N)    087 44 42.72669(W)     ADJUSTED  
 AJ2763* NAVD 88     -       217.2    (meters)     713.     (feet)  GPS OBS   
 AJ2763  ___________________________________________________________________
 AJ2763  X           -     188,205.542 (meters)                     COMP
 AJ2763  Y           -  -4,779,947.114 (meters)                     COMP
 AJ2763  Z           -   4,204,819.602 (meters)                     COMP
 AJ2763  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AJ2763  ELLIP HEIGHT-         183.93  (meters)          (04/23/01) GPS OBS
 AJ2763  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AJ2763
 AJ2763  HORZ ORDER  -  FIRST
 AJ2763  ELLP ORDER  -  THIRD     CLASS I
 AJ2763
 AJ2763.The horizontal coordinates were established by GPS observations
 AJ2763.and adjusted by the National Geodetic Survey in April 2001..
 AJ2763
 AJ2763.The orthometric height was determined by GPS observations and a
 AJ2763.high-resolution geoid model.
 AJ2763
 AJ2763.Photographs are available for this station.
 AJ2763
 AJ2763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2763
 AJ2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2763
 AJ2763.The ellipsoidal height was determined by GPS observations
 AJ2763.and is referenced to NAD 83.
 AJ2763
 AJ2763.The geoid height was determined by GEOID03.
 AJ2763
 AJ2763;                    North         East     Units Scale Factor Converg.
 AJ2763;SPC IL E     -   537,438.386   349,100.832   MT  1.00000466   +0 23 23.2
 AJ2763;SPC IL E     - 1,763,245.77  1,145,341.65   sFT  1.00000466   +0 23 23.2
 AJ2763;UTM  16      - 4,595,233.583   437,809.216   MT  0.99964760   -0 29 37.9
 AJ2763
 AJ2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2763!SPC IL E     -   0.99997115  x   1.00000466  =   0.99997581
 AJ2763!UTM  16      -   0.99997115  x   0.99964760  =   0.99961876
 AJ2763
 AJ2763:                Primary Azimuth Mark                     Grid Az
 AJ2763:SPC IL E     -  COO30 1A                                 268 06 11.1
 AJ2763:UTM  16      -  COO30 1A                                 268 59 12.2
 AJ2763
 AJ2763|---------------------------------------------------------------------|
 AJ2763| PID    Reference Object                     Distance      Geod. Az  |
 AJ2763|                                                           dddmmss.s |
 AJ2763| AJ2762 COO30 1A                            APPROX. 1.4 KM 2682934.3 |
 AJ2763|---------------------------------------------------------------------|
 AJ2763
 AJ2763                          SUPERSEDED SURVEY CONTROL
 AJ2763
 AJ2763.No superseded survey control is available for this station.
 AJ2763
 AJ2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3780995234(NAD 83)
 AJ2763_MARKER: I = METAL ROD
 AJ2763_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2763_STAMPING: COO30-1B
 AJ2763_MARK LOGO: ILDT  
 AJ2763_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2763_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2763+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 AJ2763_ROD/PIPE-DEPTH:  3.7 meters
 AJ2763_SLEEVE-DEPTH  :  0.9 meters
 AJ2763
 AJ2763  HISTORY     - Date     Condition        Report By
 AJ2763  HISTORY     - 20000620 MONUMENTED       SECI
 AJ2763
 AJ2763                          STATION DESCRIPTION
 AJ2763
 AJ2763'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2763'STATION IS LOCATED APPROXIMATELY 0.5 MI WEST OF MATTESON IN
 AJ2763'SECTION 21, T35N, R13E.  TO REACH FROM THE JUNCTION OF US RT 30 AND
 AJ2763'INTERSTATE 57 PROCEED WEST ON US RT 30 FOR  0.2 MI TO THE STATION
 AJ2763'LOCATED 34.7 FT NORTH OF CENTERLINE OF US RT 30 WESTBOUND.
 AJ2763'STATION IS LOCATED 0.3 MI EAST OF CENTRAL AVE, 0.1 MI EAST OF
 AJ2763'INTERSECTION OF I-57 OFF-RAMP AND US RT 30, 140 FT SOUTHEAST OF
 AJ2763'LIGHTPOLE, 59.1 FT NORTH-NORTHWEST OF PK NAIL SET IN MEDIAN, AND 2
 AJ2763'FT SOUTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO
 AJ2763'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.55 FT BELOW
 AJ2763'CAP.  (MH)
 AJ2763' 
 AJ2763' 
 AJ2763' 
 AJ2763' 
 AJ2763' 
 AJ2763' 
 AJ2763' 
 AJ2763'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2793 ***********************************************************************
 AJ2793  DESIGNATION -  COO41 1A
 AJ2793  PID         -  AJ2793
 AJ2793  STATE/COUNTY-  IL/COOK
 AJ2793  USGS QUAD   -  JACKSON PARK (1993)
 AJ2793
 AJ2793                         *CURRENT SURVEY CONTROL
 AJ2793  ___________________________________________________________________
 AJ2793* NAD 83(1997)-  41 48 43.13659(N)    087 35 20.69454(W)     ADJUSTED  
 AJ2793* NAVD 88     -       181.1    (meters)     594.     (feet)  GPS OBS   
 AJ2793  ___________________________________________________________________
 AJ2793  X           -     200,278.842 (meters)                     COMP
 AJ2793  Y           -  -4,756,842.858 (meters)                     COMP
 AJ2793  Z           -   4,230,159.943 (meters)                     COMP
 AJ2793  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AJ2793  ELLIP HEIGHT-         147.58  (meters)          (04/23/01) GPS OBS
 AJ2793  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2793
 AJ2793  HORZ ORDER  -  FIRST
 AJ2793  ELLP ORDER  -  THIRD     CLASS I
 AJ2793
 AJ2793.The horizontal coordinates were established by GPS observations
 AJ2793.and adjusted by the National Geodetic Survey in April 2001..
 AJ2793
 AJ2793.The orthometric height was determined by GPS observations and a
 AJ2793.high-resolution geoid model.
 AJ2793
 AJ2793.Photographs are available for this station.
 AJ2793
 AJ2793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2793
 AJ2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2793
 AJ2793.The ellipsoidal height was determined by GPS observations
 AJ2793.and is referenced to NAD 83.
 AJ2793
 AJ2793.The geoid height was determined by GEOID03.
 AJ2793
 AJ2793;                    North         East     Units Scale Factor Converg.
 AJ2793;SPC IL E     -   571,487.524   361,841.638   MT  1.00002204   +0 29 46.3
 AJ2793;SPC IL E     - 1,874,955.32  1,187,142.11   sFT  1.00002204   +0 29 46.3
 AJ2793;UTM  16      - 4,629,068.885   451,070.198   MT  0.99962946   -0 23 33.9
 AJ2793
 AJ2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2793!SPC IL E     -   0.99997685  x   1.00002204  =   0.99999889
 AJ2793!UTM  16      -   0.99997685  x   0.99962946  =   0.99960632
 AJ2793
 AJ2793:                Primary Azimuth Mark                     Grid Az
 AJ2793:SPC IL E     -  COO41 1B                                 332 18 05.9
 AJ2793:UTM  16      -  COO41 1B                                 333 11 26.1
 AJ2793
 AJ2793|---------------------------------------------------------------------|
 AJ2793| PID    Reference Object                     Distance      Geod. Az  |
 AJ2793|                                                           dddmmss.s |
 AJ2793| AJ2797 COO41 1B                            APPROX. 0.8 KM 3324752.2 |
 AJ2793|---------------------------------------------------------------------|
 AJ2793
 AJ2793                          SUPERSEDED SURVEY CONTROL
 AJ2793
 AJ2793.No superseded survey control is available for this station.
 AJ2793
 AJ2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5107029069(NAD 83)
 AJ2793_MARKER: I = METAL ROD
 AJ2793_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2793_STAMPING: COO41-1A
 AJ2793_MARK LOGO: ILDT  
 AJ2793_PROJECTION: FLUSH
 AJ2793_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2793+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 AJ2793_ROD/PIPE-DEPTH:  7.3 meters
 AJ2793_SLEEVE-DEPTH  :  0.9 meters
 AJ2793
 AJ2793  HISTORY     - Date     Condition        Report By
 AJ2793  HISTORY     - 20000801 MONUMENTED       SECI
 AJ2793
 AJ2793                          STATION DESCRIPTION
 AJ2793
 AJ2793'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2793'STATION IS LOCATED IN THE CITY OF CHICAGO WITHIN BURNHAM PARK OF
 AJ2793'THE CHICAGO PARK DISTRICT.  STATION IS ALONG THE SHORE OF LAKE
 AJ2793'MICHIGAN IN SECTION 2, T38N, R14E.
 AJ2793'STATION IS LOCATED APPROXIMATELY 3.6 MI SOUTH-SOUTHEAST OF
 AJ2793'SOLDIER FIELD AND 1.5 MI NORTH OF THE MUSEUM OF SCIENCE AND
 AJ2793'INDUSTRY.  STATION MAY BE REACHED FROM US RT 41(LAKE SHORE DRIVE)
 AJ2793'NORTHBOUND.  STATION IS 0.1 MI NORTH OF THE JUNCTION OF LAKE SHORE
 AJ2793'DRIVE AND 47TH DRIVE.  STATION IS 114 FT EAST OF THE BACK OF CURB OF
 AJ2793'LAKE SHORE DRIVE NORTHBOUND, 104 FT WEST SOUTHWEST OF THE
 AJ2793'CONCRETE BREAKWALL (SHORE OF LAKE MICHIGAN), 91.3 FT NORTHWEST OF
 AJ2793'A 24 INCH LOCUST TREE, 34.5 FT EAST OF THE CENTERLINE OF A
 AJ2793'BITUMINOUS BIKE PATH THAT RUNS ALONG THE LAKEFRONT AND WITHIN
 AJ2793'THE PARK DISTRICT, 57 FT WEST OF A GRAVEL BIKE PATH AND 350 FT
 AJ2793'SOUTHEAST OF A Y FORMED BY THE PREVIOUSLY MENTIONED PATHS.
 AJ2793'STATION IS 104 FT NORTHEAST OF A LIGHT POLE.  NOTE-  ACCESS TO POINT
 AJ2793'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.
 AJ2793' 
 AJ2793' 
 AJ2793' 
 AJ2793' 
 AJ2793' 
 AJ2793' 
 AJ2793'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2797 ***********************************************************************
 AJ2797  DESIGNATION -  COO41 1B
 AJ2797  PID         -  AJ2797
 AJ2797  STATE/COUNTY-  IL/COOK
 AJ2797  USGS QUAD   -  JACKSON PARK (1993)
 AJ2797
 AJ2797                         *CURRENT SURVEY CONTROL
 AJ2797  ___________________________________________________________________
 AJ2797* NAD 83(1997)-  41 49 05.00331(N)    087 35 35.71903(W)     ADJUSTED  
 AJ2797* NAVD 88     -       179.4    (meters)     589.     (feet)  GPS OBS   
 AJ2797  ___________________________________________________________________
 AJ2797  X           -     199,913.406 (meters)                     COMP
 AJ2797  Y           -  -4,756,406.733 (meters)                     COMP
 AJ2797  Z           -   4,230,661.623 (meters)                     COMP
 AJ2797  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AJ2797  ELLIP HEIGHT-         145.86  (meters)          (04/23/01) GPS OBS
 AJ2797  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2797
 AJ2797  HORZ ORDER  -  FIRST
 AJ2797  ELLP ORDER  -  THIRD     CLASS I
 AJ2797
 AJ2797.The horizontal coordinates were established by GPS observations
 AJ2797.and adjusted by the National Geodetic Survey in April 2001..
 AJ2797
 AJ2797.The orthometric height was determined by GPS observations and a
 AJ2797.high-resolution geoid model.
 AJ2797
 AJ2797.Photographs are available for this station.
 AJ2797
 AJ2797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2797
 AJ2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2797
 AJ2797.The ellipsoidal height was determined by GPS observations
 AJ2797.and is referenced to NAD 83.
 AJ2797
 AJ2797.The geoid height was determined by GEOID03.
 AJ2797
 AJ2797;                    North         East     Units Scale Factor Converg.
 AJ2797;SPC IL E     -   572,159.166   361,489.042   MT  1.00002151   +0 29 36.5
 AJ2797;SPC IL E     - 1,877,158.86  1,185,985.30   sFT  1.00002151   +0 29 36.5
 AJ2797;UTM  16      - 4,629,745.651   450,728.199   MT  0.99962987   -0 23 44.1
 AJ2797
 AJ2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2797!SPC IL E     -   0.99997712  x   1.00002151  =   0.99999863
 AJ2797!UTM  16      -   0.99997712  x   0.99962987  =   0.99960700
 AJ2797
 AJ2797:                Primary Azimuth Mark                     Grid Az
 AJ2797:SPC IL E     -  COO41 1A                                 152 18 05.6
 AJ2797:UTM  16      -  COO41 1A                                 153 11 26.2
 AJ2797
 AJ2797|---------------------------------------------------------------------|
 AJ2797| PID    Reference Object                     Distance      Geod. Az  |
 AJ2797|                                                           dddmmss.s |
 AJ2797| AJ2793 COO41 1A                            APPROX. 0.8 KM 1524742.1 |
 AJ2797|---------------------------------------------------------------------|
 AJ2797
 AJ2797                          SUPERSEDED SURVEY CONTROL
 AJ2797
 AJ2797.No superseded survey control is available for this station.
 AJ2797
 AJ2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5072829746(NAD 83)
 AJ2797_MARKER: I = METAL ROD
 AJ2797_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2797_STAMPING: COO41-B
 AJ2797_MARK LOGO: ILDT  
 AJ2797_PROJECTION: FLUSH
 AJ2797_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2797+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 AJ2797_ROD/PIPE-DEPTH:  3.7 meters
 AJ2797_SLEEVE-DEPTH  :  0.9 meters
 AJ2797
 AJ2797  HISTORY     - Date     Condition        Report By
 AJ2797  HISTORY     - 20000801 MONUMENTED       SECI
 AJ2797
 AJ2797                          STATION DESCRIPTION
 AJ2797
 AJ2797'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2797'STATION IS LOCATED IN THE CITY OF CHICAGO WITHIN BURNHAM PARK OF
 AJ2797'THE CHICAGO PARK DISTRICT.  STATION IS ALONG THE SHORE OF LAKE
 AJ2797'MICHIGAN IN SECTION 2, T38N, R14E.
 AJ2797'STATION IS LOCATED APPROXIMATELY 3.25 MI SOUTH-SOUTHEAST OF
 AJ2797'SOLDIER FIELD AND 2.0 MI NORTH OF THE MUSEUM OF SCIENCE AND
 AJ2797'INDUSTRY.  STATION MAY BE REACHED FROM US RT 41(LAKE SHORE DRIVE)
 AJ2797'NORTHBOUND AND EAST OF THE 4300 SOUTH PEDESTRIAN WALKWAY OVER
 AJ2797'LAKE SHORE DRIVE.  STATION IS 0.55 MI NORTH OF THE JUNCTION OF LAKE
 AJ2797'SHORE DRIVE AND 47TH DRIVE AND APPROXIMATELY 470 FT SOUTHEAST OF
 AJ2797'THE 43RD STREET BASKETBALL COURTS.  STATION IS EAST OF LAKE SHORE
 AJ2797'DRIVE, 400 FT EAST OF A BITUMINOUS BIKE PATH, 420 FT NORTHEAST OF A
 AJ2797'BRICK RESTROOM FACILITY, 102 FT WEST OF THE CONCRETE
 AJ2797'BREAKWALL(SHORE OF LAKE MICHIGAN),  132.0 FT EAST OF A CUT ARROW IN
 AJ2797'THE CONCRETE BASE OF A LIGHT POLE, 117.5 FT NORTHEAST OF A PK NAIL
 AJ2797'SET IN A 12 INCH DECIDUOUS TREE, 279 FT NORTH OF A LIGHT POLE AND 229
 AJ2797'FT NORTH OF A PK NAIL IN A 36 INCH DECIDUOUS TREE.
 AJ2797'NOTE-  ACCESS TO POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.3
 AJ2797'FT BELOW CAP.
 AJ2797' 
 AJ2797' 
 AJ2797' 
 AJ2797' 
 AJ2797' 
 AJ2797' 
 AJ2797' 
 AJ2797'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2810 ***********************************************************************
 AJ2810  DESIGNATION -  COO41 2A
 AJ2810  PID         -  AJ2810
 AJ2810  STATE/COUNTY-  IL/COOK
 AJ2810  USGS QUAD   -  CHICAGO LOOP (1997)
 AJ2810
 AJ2810                         *CURRENT SURVEY CONTROL
 AJ2810  ___________________________________________________________________
 AJ2810* NAD 83(1997)-  41 56 11.34573(N)    087 37 56.24153(W)     ADJUSTED  
 AJ2810* NAVD 88     -       180.9    (meters)     594.     (feet)  GPS OBS   
 AJ2810  ___________________________________________________________________
 AJ2810  X           -     196,310.232 (meters)                     COMP
 AJ2810  Y           -  -4,747,769.452 (meters)                     COMP
 AJ2810  Z           -   4,240,456.946 (meters)                     COMP
 AJ2810  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AJ2810  ELLIP HEIGHT-         147.32  (meters)          (04/23/01) GPS OBS
 AJ2810  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AJ2810
 AJ2810  HORZ ORDER  -  FIRST
 AJ2810  ELLP ORDER  -  THIRD     CLASS I
 AJ2810
 AJ2810.The horizontal coordinates were established by GPS observations
 AJ2810.and adjusted by the National Geodetic Survey in April 2001..
 AJ2810
 AJ2810.The orthometric height was determined by GPS observations and a
 AJ2810.high-resolution geoid model.
 AJ2810
 AJ2810.Photographs are available for this station.
 AJ2810
 AJ2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2810
 AJ2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2810
 AJ2810.The ellipsoidal height was determined by GPS observations
 AJ2810.and is referenced to NAD 83.
 AJ2810
 AJ2810.The geoid height was determined by GEOID03.
 AJ2810
 AJ2810;                    North         East     Units Scale Factor Converg.
 AJ2810;SPC IL E     -   585,285.704   358,138.458   MT  1.00001658   +0 28 06.7
 AJ2810;SPC IL E     - 1,920,224.85  1,174,992.59   sFT  1.00001658   +0 28 06.7
 AJ2810;UTM  16      - 4,642,917.552   447,583.146   MT  0.99963381   -0 25 21.3
 AJ2810
 AJ2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2810!SPC IL E     -   0.99997689  x   1.00001658  =   0.99999347
 AJ2810!UTM  16      -   0.99997689  x   0.99963381  =   0.99961071
 AJ2810
 AJ2810:                Primary Azimuth Mark                     Grid Az
 AJ2810:SPC IL E     -  COO41 2B                                 349 08 46.6
 AJ2810:UTM  16      -  COO41 2B                                 350 02 14.6
 AJ2810
 AJ2810|---------------------------------------------------------------------|
 AJ2810| PID    Reference Object                     Distance      Geod. Az  |
 AJ2810|                                                           dddmmss.s |
 AJ2810| AJ2813 COO41 2B                            APPROX. 0.7 KM 3493653.3 |
 AJ2810|---------------------------------------------------------------------|
 AJ2810
 AJ2810                          SUPERSEDED SURVEY CONTROL
 AJ2810
 AJ2810.No superseded survey control is available for this station.
 AJ2810
 AJ2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4758342918(NAD 83)
 AJ2810_MARKER: DD = SURVEY DISK
 AJ2810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2810_SP_SET: SEAWALL BLOCK
 AJ2810_STAMPING: COO41-2A 2000
 AJ2810_MARK LOGO: ILDT  
 AJ2810_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2810+STABILITY: SURFACE MOTION
 AJ2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2810+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 AJ2810
 AJ2810  HISTORY     - Date     Condition        Report By
 AJ2810  HISTORY     - 20000801 MONUMENTED       SECI
 AJ2810
 AJ2810                          STATION DESCRIPTION
 AJ2810
 AJ2810'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2810'STATION IS LOCATED IN THE CITY OF CHICAGO WITHIN LINCOLN PARK OF THE
 AJ2810'CHICAGO PARK DISTRICT, APPROXIMATELY 3 MI NORTH-NORTHWEST OF
 AJ2810'NAVY PIER IN SECTION 28, T40N, R14E.  TO REACH FROM US RT 41(LAKE
 AJ2810'SHORE DRIVE) AND GRAND AVENUE AT NAVY PIER, PROCEED NORTH ON
 AJ2810'LAKE SHORE DRIVE TO THE BELMONT AVENUE EXIT, TAKE EXIT RAMP TO A
 AJ2810'TRAFFIC LIGHT AT BELMONT AVENUE, TURN RIGHT(SOUTH) ONTO A ROAD
 AJ2810'THAT RUNS ALONG THE WEST OF BELMONT HARBOR, CONTINUE ON ROAD
 AJ2810'TO THE BELMONT HARBOR MARINA PARKING LOT.  CONTINUE ON FOOT
 AJ2810'SOUTHEAST TO THE STATION SET IN THE TOP TIER OF CONCRETE BLOCKS
 AJ2810'THAT MAKE UP THE LAKE MICHIGAN SEAWALL, 0.35 MI SOUTH OF THE MOUTH
 AJ2810'TO BELMONT HARBOR, 240 FT EAST OF THE LAKE SHORE DRIVE BACK OF
 AJ2810'CURB, 192 FT EAST OF A BITUMINOUS BIKE PATH, 113.4 FT EAST OF A LIGHT
 AJ2810'POLE, 99 FT NORTHEAST OF A NATIVE AMERICAN STATUE, 149 FT NORTH OF
 AJ2810'A 20 INCH LOCUST TREE.  NOTE-  STATION IS A 4 INCH BRONZE SURVEY DISC
 AJ2810'SET IN CONCRETE BLOCK.
 AJ2810' 
 AJ2810' 
 AJ2810' 
 AJ2810' 
 AJ2810' 
 AJ2810' 
 AJ2810'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2813 ***********************************************************************
 AJ2813  DESIGNATION -  COO41 2B
 AJ2813  PID         -  AJ2813
 AJ2813  STATE/COUNTY-  IL/COOK
 AJ2813  USGS QUAD   -  CHICAGO LOOP (1997)
 AJ2813
 AJ2813                         *CURRENT SURVEY CONTROL
 AJ2813  ___________________________________________________________________
 AJ2813* NAD 83(1997)-  41 56 32.30418(N)    087 38 01.38625(W)     ADJUSTED  
 AJ2813* NAVD 88     -       178.4    (meters)     585.     (feet)  GPS OBS   
 AJ2813  ___________________________________________________________________
 AJ2813  X           -     196,173.890 (meters)                     COMP
 AJ2813  Y           -  -4,747,340.641 (meters)                     COMP
 AJ2813  Z           -   4,240,936.263 (meters)                     COMP
 AJ2813  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AJ2813  ELLIP HEIGHT-         144.78  (meters)          (04/23/01) GPS OBS
 AJ2813  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AJ2813
 AJ2813  HORZ ORDER  -  FIRST
 AJ2813  ELLP ORDER  -  THIRD     CLASS I
 AJ2813
 AJ2813.The horizontal coordinates were established by GPS observations
 AJ2813.and adjusted by the National Geodetic Survey in April 2001..
 AJ2813
 AJ2813.The orthometric height was determined by GPS observations and a
 AJ2813.high-resolution geoid model.
 AJ2813
 AJ2813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2813
 AJ2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2813
 AJ2813.The ellipsoidal height was determined by GPS observations
 AJ2813.and is referenced to NAD 83.
 AJ2813
 AJ2813.The geoid height was determined by GEOID03.
 AJ2813
 AJ2813;                    North         East     Units Scale Factor Converg.
 AJ2813;SPC IL E     -   585,931.364   358,014.664   MT  1.00001640   +0 28 03.4
 AJ2813;SPC IL E     - 1,922,343.15  1,174,586.44   sFT  1.00001640   +0 28 03.4
 AJ2813;UTM  16      - 4,643,564.811   447,469.452   MT  0.99963395   -0 25 24.9
 AJ2813
 AJ2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2813!SPC IL E     -   0.99997729  x   1.00001640  =   0.99999369
 AJ2813!UTM  16      -   0.99997729  x   0.99963395  =   0.99961125
 AJ2813
 AJ2813:                Primary Azimuth Mark                     Grid Az
 AJ2813:SPC IL E     -  COO41 2A                                 169 08 46.4
 AJ2813:UTM  16      -  COO41 2A                                 170 02 14.7
 AJ2813
 AJ2813|---------------------------------------------------------------------|
 AJ2813| PID    Reference Object                     Distance      Geod. Az  |
 AJ2813|                                                           dddmmss.s |
 AJ2813| AJ2810 COO41 2A                            APPROX. 0.7 KM 1693649.8 |
 AJ2813|---------------------------------------------------------------------|
 AJ2813
 AJ2813                          SUPERSEDED SURVEY CONTROL
 AJ2813
 AJ2813.No superseded survey control is available for this station.
 AJ2813
 AJ2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4746943565(NAD 83)
 AJ2813_MARKER: DD = SURVEY DISK
 AJ2813_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ2813_SP_SET: APRON BLOCK
 AJ2813_STAMPING: COO41-2B 2000
 AJ2813_MARK LOGO: ILDT  
 AJ2813_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2813+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 AJ2813
 AJ2813  HISTORY     - Date     Condition        Report By
 AJ2813  HISTORY     - 20000801 MONUMENTED       SECI
 AJ2813
 AJ2813                          STATION DESCRIPTION
 AJ2813
 AJ2813'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2813'STATION IS LOCATED IN THE CITY OF CHICAGO WITHIN LINCOLN PARK OF THE
 AJ2813'CHICAGO PARK DISTRICT, APPROXIMATELY 3.4 MI NORTH-NORTHWEST OF
 AJ2813'NAVY PIER IN SECTION 21, T40N, R14E.  TO REACH FROM US RT 41(LAKE
 AJ2813'SHORE DRIVE) AND GRAND AVENUE AT NAVY PIER, PROCEED NORTH ON
 AJ2813'LAKE SHORE DRIVE TO THE RECREATION DRIVE EXIT, TAKE RECREATION
 AJ2813'DRIVE EXIT RAMP TO 3 WAY STOP, TURN RIGHT(SOUTHEAST) ON BELMONT
 AJ2813'HARBOR DRIVE, CONTINUE ON BELMONT HARBOR DRIVE TO PARKING LOT
 AJ2813'THAT FALLS ON THE EAST SIDE OF BELMONT HARBOR.  CONTINUE ON FOOT
 AJ2813'SOUTHEAST 550 FT TO THE NORTH SIDE OF THE MOUTH TO BELMONT
 AJ2813'HARBOR, STATION IS 15 FT EAST OF THE IRON SEAWALL ON THE BELMONT
 AJ2813'HARBOR SIDE, 92.7 FT NORTHWEST OF A NAVIGATION LIGHT, 82.4 FT WEST
 AJ2813'OF A DECIDUOUS TREE.  STATION IS A 4 INCH BRONZE SURVEY DISC SET IN
 AJ2813'THE LOWER CONCRETE APRON OF SEVERAL CONCRETE TIERS, 1.5 FT SOUTH
 AJ2813'AND 6.0 FT EAST OF THE INTERSECTION OF CONCRETE APRON AND THE
 AJ2813'SIDEWALK THAT RUNS ALONG THE SEAWALL.  STATION IS 7.6 FT SOUTHEAST
 AJ2813'OF A CUT ARROW IN SIDEWALK AND 16.4 FT WEST OF A CUT ARROW ON THE
 AJ2813'FIRST CONCRETE STEP TO THE EAST.  NOTE-  STATION IS A 4 INCH BRONZE
 AJ2813'SURVEY DISC SET IN CONCRETE BLOCK.
 AJ2813' 
 AJ2813' 
 AJ2813' 
 AJ2813' 
 AJ2813' 
 AJ2813' 
 AJ2813' 
 AJ2813'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2780 ***********************************************************************
 AJ2780  DESIGNATION -  COO43 1A
 AJ2780  PID         -  AJ2780
 AJ2780  STATE/COUNTY-  IL/COOK
 AJ2780  USGS QUAD   -  PALOS PARK (1997)
 AJ2780
 AJ2780                         *CURRENT SURVEY CONTROL
 AJ2780  ___________________________________________________________________
 AJ2780* NAD 83(1997)-  41 43 12.86291(N)    087 47 53.96950(W)     ADJUSTED  
 AJ2780* NAVD 88     -       185.4    (meters)     608.     (feet)  GPS OBS   
 AJ2780  ___________________________________________________________________
 AJ2780  X           -     183,166.530 (meters)                     COMP
 AJ2780  Y           -  -4,764,328.302 (meters)                     COMP
 AJ2780  Z           -   4,222,562.489 (meters)                     COMP
 AJ2780  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AJ2780  ELLIP HEIGHT-         152.01  (meters)          (02/03/05) GPS OBS
 AJ2780  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AJ2780
 AJ2780  HORZ ORDER  -  FIRST
 AJ2780  ELLP ORDER  -  FOURTH    CLASS II
 AJ2780
 AJ2780.The horizontal coordinates were established by GPS observations
 AJ2780.and adjusted by the National Geodetic Survey in April 2001..
 AJ2780
 AJ2780.The orthometric height was determined by GPS observations and a
 AJ2780.high-resolution geoid model.
 AJ2780
 AJ2780.Photographs are available for this station.
 AJ2780
 AJ2780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2780
 AJ2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2780
 AJ2780.The ellipsoidal height was determined by GPS observations
 AJ2780.and is referenced to NAD 83.
 AJ2780
 AJ2780.The geoid height was determined by GEOID03.
 AJ2780
 AJ2780;                    North         East     Units Scale Factor Converg.
 AJ2780;SPC IL E     -   561,168.575   344,518.443   MT  0.99999938   +0 21 21.8
 AJ2780;SPC IL E     - 1,841,100.57  1,130,307.59   sFT  0.99999938   +0 21 21.8
 AJ2780;UTM  16      - 4,619,023.399   433,595.583   MT  0.99965426   -0 31 52.7
 AJ2780
 AJ2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2780!SPC IL E     -   0.99997616  x   0.99999938  =   0.99997554
 AJ2780!UTM  16      -   0.99997616  x   0.99965426  =   0.99963043
 AJ2780
 AJ2780:                Primary Azimuth Mark                     Grid Az
 AJ2780:SPC IL E     -  COO43 1B                                 354 24 45.6
 AJ2780:UTM  16      -  COO43 1B                                 355 18 00.1
 AJ2780
 AJ2780|---------------------------------------------------------------------|
 AJ2780| PID    Reference Object                     Distance      Geod. Az  |
 AJ2780|                                                           dddmmss.s |
 AJ2780| AJ2783 COO43 1B                            APPROX. 0.7 KM 3544607.4 |
 AJ2780|---------------------------------------------------------------------|
 AJ2780
 AJ2780                          SUPERSEDED SURVEY CONTROL
 AJ2780
 AJ2780  ELLIP H (04/23/01)  152.02   (m)                       GP(       ) 3 1
 AJ2780
 AJ2780.Superseded values are not recommended for survey control.
 AJ2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2780.See file dsdata.txt to determine how the superseded data were derived.
 AJ2780
 AJ2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3359619023(NAD 83)
 AJ2780_MARKER: I = METAL ROD
 AJ2780_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2780_STAMPING: COO43-1A
 AJ2780_MARK LOGO: ILDT  
 AJ2780_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2780_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2780+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 AJ2780_ROD/PIPE-DEPTH:  3.7 meters
 AJ2780_SLEEVE-DEPTH  :  0.9 meters
 AJ2780
 AJ2780  HISTORY     - Date     Condition        Report By
 AJ2780  HISTORY     - 20000616 MONUMENTED       SECI
 AJ2780  HISTORY     - 20040430 GOOD             INDIV
 AJ2780
 AJ2780                          STATION DESCRIPTION
 AJ2780
 AJ2780'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2780'STATION IS LOCATED WITHIN THE CITY LIMITS OF BRIDGEVIEW
 AJ2780'APPROXIMATELY 1.4 MI EAST OF HICKORY HILLS  IN SECTION 6, T37N, R13E.
 AJ2780'TO REACH FROM THE JUNCTION OF IL RT 43  AND US RT 12/20 PROCEED
 AJ2780'NORTH ON IL RT 43 FOR 0.1 MI TO THE STATION LOCATED 55.8 FT EAST OF
 AJ2780'THE NORTHBOUND CENTERLINE OF RT 43.  STATION IS 121 FT SOUTH
 AJ2780'SOUTHEAST OF LIGHTPOLE SOUTH OF THE ENTRANCE TO RT 43, 104 FT
 AJ2780'NORTH OF A GAURDRAIL THAT IS LOCATED SOUTH ALONG THE EXIT FROM 43
 AJ2780'TO WESTBOUND 12/20, 28 FT NORTH OF THE CENTERLINE OF THE EXIT FROM
 AJ2780'RT 43 TO WESTBOUND 12/20, 134 FT SOUTHWEST OF THE PK NAIL IN
 AJ2780'PAVEMENT OF THE ENTRANCE TO 43 FROM WESTBOUND RT 12/20, 41.6 FT
 AJ2780'NORTHEAST OF THE PK NAIL IN THE PAVEMENT ON RT 43, 39 FT EAST OF THE
 AJ2780'EDGE OF PAVEMENT OF RT 43, AND 2 FT WEST OF AN ORANGE FIBERGLASS
 AJ2780'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2780'CAP.  DATUM POINT IS 0.64 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2780'PHYSICAL TIES.  (MH)
 AJ2780' 
 AJ2780' 
 AJ2780' 
 AJ2780' 
 AJ2780' 
 AJ2780' 
 AJ2780' 
 AJ2780' 
 AJ2780'
 AJ2780
 AJ2780                          STATION RECOVERY (2004)
 AJ2780
 AJ2780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ2780'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2783 ***********************************************************************
 AJ2783  DESIGNATION -  COO43 1B
 AJ2783  PID         -  AJ2783
 AJ2783  STATE/COUNTY-  IL/COOK
 AJ2783  USGS QUAD   -  PALOS PARK (1997)
 AJ2783
 AJ2783                         *CURRENT SURVEY CONTROL
 AJ2783  ___________________________________________________________________
 AJ2783* NAD 83(1997)-  41 43 34.37841(N)    087 47 56.59907(W)     ADJUSTED  
 AJ2783* NAVD 88     -       187.5    (meters)     615.     (feet)  GPS OBS   
 AJ2783  ___________________________________________________________________
 AJ2783  X           -     183,088.886 (meters)                     COMP
 AJ2783  Y           -  -4,763,890.737 (meters)                     COMP
 AJ2783  Z           -   4,223,059.338 (meters)                     COMP
 AJ2783  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AJ2783  ELLIP HEIGHT-         154.11  (meters)          (04/23/01) GPS OBS
 AJ2783  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AJ2783
 AJ2783  HORZ ORDER  -  FIRST
 AJ2783  ELLP ORDER  -  THIRD     CLASS I
 AJ2783
 AJ2783.The horizontal coordinates were established by GPS observations
 AJ2783.and adjusted by the National Geodetic Survey in April 2001..
 AJ2783
 AJ2783.The orthometric height was determined by GPS observations and a
 AJ2783.high-resolution geoid model.
 AJ2783
 AJ2783.Photographs are available for this station.
 AJ2783
 AJ2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2783
 AJ2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2783
 AJ2783.The ellipsoidal height was determined by GPS observations
 AJ2783.and is referenced to NAD 83.
 AJ2783
 AJ2783.The geoid height was determined by GEOID03.
 AJ2783
 AJ2783;                    North         East     Units Scale Factor Converg.
 AJ2783;SPC IL E     -   561,831.984   344,453.543   MT  0.99999931   +0 21 20.2
 AJ2783;SPC IL E     - 1,843,277.10  1,130,094.67   sFT  0.99999931   +0 21 20.2
 AJ2783;UTM  16      - 4,619,687.505   433,540.985   MT  0.99965435   -0 31 54.7
 AJ2783
 AJ2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2783!SPC IL E     -   0.99997583  x   0.99999931  =   0.99997514
 AJ2783!UTM  16      -   0.99997583  x   0.99965435  =   0.99963019
 AJ2783
 AJ2783:                Primary Azimuth Mark                     Grid Az
 AJ2783:SPC IL E     -  COO43 1A                                 174 24 45.5
 AJ2783:UTM  16      -  COO43 1A                                 175 18 00.4
 AJ2783
 AJ2783|---------------------------------------------------------------------|
 AJ2783| PID    Reference Object                     Distance      Geod. Az  |
 AJ2783|                                                           dddmmss.s |
 AJ2783| AJ2780 COO43 1A                            APPROX. 0.7 KM 1744605.7 |
 AJ2783|---------------------------------------------------------------------|
 AJ2783
 AJ2783                          SUPERSEDED SURVEY CONTROL
 AJ2783
 AJ2783.No superseded survey control is available for this station.
 AJ2783
 AJ2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3354119688(NAD 83)
 AJ2783_MARKER: I = METAL ROD
 AJ2783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2783+WITH SETTING: INFORMATION.
 AJ2783_STAMPING: COO43-1B
 AJ2783_MARK LOGO: ILDT  
 AJ2783_PROJECTION: FLUSH
 AJ2783_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2783+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 AJ2783_ROD/PIPE-DEPTH:  2.4 meters
 AJ2783_SLEEVE-DEPTH  :  0.9 meters
 AJ2783
 AJ2783  HISTORY     - Date     Condition        Report By
 AJ2783  HISTORY     - 20000615 MONUMENTED       SECI
 AJ2783  HISTORY     - 20040430 GOOD             INDIV
 AJ2783
 AJ2783                          STATION DESCRIPTION
 AJ2783
 AJ2783'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2783'STATION IS LOCATED WITHIN THE CITY LIMITS OF BRIDGEVIEW
 AJ2783'APPROXIMATELY 1.2 MI EAST OF HICKORY HILLS IN SECTION 1, T37N, R12E.
 AJ2783'TO REACH FROM THE JUNCTION OF IL RT 43  AND US RT 12/20 PROCEED
 AJ2783'NORTH ON IL RT 43 FOR 0.50 MI TO THE STATION LOCATED 30 FT WEST OF
 AJ2783'BACK OF CURB OF IL RT 43, 0.15 MI SOUTH OF CAMBRIDGE ST.  STATION IS
 AJ2783'153 FT SOUTHEAST OF A POWER POLE (PP) LOCATED WEST OF HARLEM
 AJ2783'JEWELERS, 112 FT WEST OF PP LOCATED EAST OF IL RT 43, 53 FT
 AJ2783'NORTHEAST OF A BRICK BUILDING CORNER LOCATED IN FRONT OF
 AJ2783'MENARDS, 18 FT SOUTH OF THE BACK OF CURB OF 91ST ST, 18 FT
 AJ2783'SOUTHWEST OF A VALVE VAULT, 10 FT WEST OF THE CONCRETE SIDEWALK
 AJ2783'ALONG IL RT 43, AND 6.0 FT SOUTH OF ORANGE FIBERGLASS WITNESS POST.
 AJ2783'NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT
 AJ2783'IS 0.50 FT BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AJ2783'PK NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2783' 
 AJ2783' 
 AJ2783' 
 AJ2783' 
 AJ2783' 
 AJ2783' 
 AJ2783' 
 AJ2783' 
 AJ2783' 
 AJ2783' 
 AJ2783'
 AJ2783
 AJ2783                          STATION RECOVERY (2004)
 AJ2783
 AJ2783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ2783'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2773 ***********************************************************************
 AJ2773  DESIGNATION -  COO45 1A
 AJ2773  PID         -  AJ2773
 AJ2773  STATE/COUNTY-  IL/COOK
 AJ2773  USGS QUAD   -  PALOS PARK (1997)
 AJ2773
 AJ2773                         *CURRENT SURVEY CONTROL
 AJ2773  ___________________________________________________________________
 AJ2773* NAD 83(1997)-  41 38 31.17157(N)    087 51 13.34440(W)     ADJUSTED  
 AJ2773* NAVD 88     -       213.3    (meters)     700.     (feet)  GPS OBS   
 AJ2773  ___________________________________________________________________
 AJ2773  X           -     178,778.488 (meters)                     COMP
 AJ2773  Y           -  -4,770,299.326 (meters)                     COMP
 AJ2773  Z           -   4,216,090.208 (meters)                     COMP
 AJ2773  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AJ2773  ELLIP HEIGHT-         180.02  (meters)          (04/23/01) GPS OBS
 AJ2773  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AJ2773
 AJ2773  HORZ ORDER  -  FIRST
 AJ2773  ELLP ORDER  -  THIRD     CLASS I
 AJ2773
 AJ2773.The horizontal coordinates were established by GPS observations
 AJ2773.and adjusted by the National Geodetic Survey in April 2001..
 AJ2773
 AJ2773.The orthometric height was determined by GPS observations and a
 AJ2773.high-resolution geoid model.
 AJ2773
 AJ2773.Photographs are available for this station.
 AJ2773
 AJ2773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2773
 AJ2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2773
 AJ2773.The ellipsoidal height was determined by GPS observations
 AJ2773.and is referenced to NAD 83.
 AJ2773
 AJ2773.The geoid height was determined by GEOID03.
 AJ2773
 AJ2773;                    North         East     Units Scale Factor Converg.
 AJ2773;SPC IL E     -   552,450.867   339,958.438   MT  0.99999464   +0 19 07.3
 AJ2773;SPC IL E     - 1,812,499.22  1,115,346.98   sFT  0.99999464   +0 19 07.3
 AJ2773;UTM  16      - 4,610,380.230   428,902.811   MT  0.99966220   -0 34 02.2
 AJ2773
 AJ2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2773!SPC IL E     -   0.99997176  x   0.99999464  =   0.99996641
 AJ2773!UTM  16      -   0.99997176  x   0.99966220  =   0.99963397
 AJ2773
 AJ2773:                Primary Azimuth Mark                     Grid Az
 AJ2773:SPC IL E     -  COO45 1B                                 357 13 25.2
 AJ2773:UTM  16      -  COO45 1B                                 358 06 34.7
 AJ2773
 AJ2773|---------------------------------------------------------------------|
 AJ2773| PID    Reference Object                     Distance      Geod. Az  |
 AJ2773|                                                           dddmmss.s |
 AJ2773| AJ2775 COO45 1B                            APPROX. 0.8 KM 3573232.5 |
 AJ2773|---------------------------------------------------------------------|
 AJ2773
 AJ2773                          SUPERSEDED SURVEY CONTROL
 AJ2773
 AJ2773.No superseded survey control is available for this station.
 AJ2773
 AJ2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2890310380(NAD 83)
 AJ2773_MARKER: I = METAL ROD
 AJ2773_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2773+WITH SETTING: INFORMATION.
 AJ2773_STAMPING: COO45-1A
 AJ2773_MARK LOGO: ILDT  
 AJ2773_PROJECTION: FLUSH
 AJ2773_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2773+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 AJ2773_ROD/PIPE-DEPTH:  2.4 meters
 AJ2773_SLEEVE-DEPTH  :  0.9 meters
 AJ2773
 AJ2773  HISTORY     - Date     Condition        Report By
 AJ2773  HISTORY     - 20000620 MONUMENTED       SECI
 AJ2773
 AJ2773                          STATION DESCRIPTION
 AJ2773
 AJ2773'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2773'STATION IS LOCATED APPROXIMATELY 2.1 MI SOUTHWEST OF PALOS PARK,
 AJ2773'1.0 MI NORTH OF ORLAND PARK  IN SECTION 3, T36N, R12E.  TO REACH FROM
 AJ2773'THE JUNCTION OF IL RT 45 AND RT 7 PROCEED NORTH ON RT 45 FOR 0.4 MI
 AJ2773'TO THE STATION LOCATED 31 FT EAST OF THE NORTHBOUND CENTERLINE
 AJ2773'OF IL RT 45.  STATION IS LOCATED 0.25 MI SOUTH OF 135TH ST, EAST OF
 AJ2773'ENTRANCE TO MCGINNIS SLOUGH FOREST PRESERVE, 350 FT SOUTH OF COM
 AJ2773'ED RIGHT-OF-WAY  AND PETROLEUM PIPELINE, 70.8 FT SOUTHEAST OF A PK
 AJ2773'NAIL IN THE CENTER OF ROUTE 45, 66 FT SOUTH SOUTHEAST
 AJ2773'OF CATCHBASIN, 69 FT SOUTHEAST OF AN INLET, 17 FT EAST OF THE BACK OF
 AJ2773'CURB OF RT 45, AND 2.0 FT WEST OF AN ORANGE FIBERGLASS WITNESS
 AJ2773'POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2773'POINT IS 0.40 FT BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 AJ2773'ANCHORED.   PK NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2773' 
 AJ2773' 
 AJ2773' 
 AJ2773' 
 AJ2773' 
 AJ2773' 
 AJ2773' 
 AJ2773' 
 AJ2773' 
 AJ2773' 
 AJ2773'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2775 ***********************************************************************
 AJ2775  DESIGNATION -  COO45 1B
 AJ2775  PID         -  AJ2775
 AJ2775  STATE/COUNTY-  IL/COOK
 AJ2775  USGS QUAD   -  PALOS PARK (1997)
 AJ2775
 AJ2775                         *CURRENT SURVEY CONTROL
 AJ2775  ___________________________________________________________________
 AJ2775* NAD 83(1997)-  41 38 57.71377(N)    087 51 14.86326(W)     ADJUSTED  
 AJ2775* NAVD 88     -       218.8    (meters)     718.     (feet)  GPS OBS   
 AJ2775  ___________________________________________________________________
 AJ2775  X           -     178,723.138 (meters)                     COMP
 AJ2775  Y           -  -4,769,760.933 (meters)                     COMP
 AJ2775  Z           -   4,216,705.780 (meters)                     COMP
 AJ2775  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AJ2775  ELLIP HEIGHT-         185.49  (meters)          (04/23/01) GPS OBS
 AJ2775  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AJ2775
 AJ2775  HORZ ORDER  -  FIRST
 AJ2775  ELLP ORDER  -  THIRD     CLASS I
 AJ2775
 AJ2775.The horizontal coordinates were established by GPS observations
 AJ2775.and adjusted by the National Geodetic Survey in April 2001..
 AJ2775
 AJ2775.The orthometric height was determined by GPS observations and a
 AJ2775.high-resolution geoid model.
 AJ2775
 AJ2775.Photographs are available for this station.
 AJ2775
 AJ2775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2775
 AJ2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2775
 AJ2775.The ellipsoidal height was determined by GPS observations
 AJ2775.and is referenced to NAD 83.
 AJ2775
 AJ2775.The geoid height was determined by GEOID03.
 AJ2775
 AJ2775;                    North         East     Units Scale Factor Converg.
 AJ2775;SPC IL E     -   553,269.529   339,918.738   MT  0.99999460   +0 19 06.5
 AJ2775;SPC IL E     - 1,815,185.11  1,115,216.73   sFT  0.99999460   +0 19 06.5
 AJ2775;UTM  16      - 4,611,199.135   428,875.784   MT  0.99966225   -0 34 03.5
 AJ2775
 AJ2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2775!SPC IL E     -   0.99997091  x   0.99999460  =   0.99996551
 AJ2775!UTM  16      -   0.99997091  x   0.99966225  =   0.99963317
 AJ2775
 AJ2775:                Primary Azimuth Mark                     Grid Az
 AJ2775:SPC IL E     -  COO45 1A                                 177 13 25.0
 AJ2775:UTM  16      -  COO45 1A                                 178 06 35.0
 AJ2775
 AJ2775|---------------------------------------------------------------------|
 AJ2775| PID    Reference Object                     Distance      Geod. Az  |
 AJ2775|                                                           dddmmss.s |
 AJ2775| AJ2773 COO45 1A                            APPROX. 0.8 KM 1773231.5 |
 AJ2775|---------------------------------------------------------------------|
 AJ2775
 AJ2775                          SUPERSEDED SURVEY CONTROL
 AJ2775
 AJ2775.No superseded survey control is available for this station.
 AJ2775
 AJ2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2887611199(NAD 83)
 AJ2775_MARKER: I = METAL ROD
 AJ2775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2775+WITH SETTING: INFORMATION.
 AJ2775_STAMPING: COO45-1B
 AJ2775_MARK LOGO: ILDT  
 AJ2775_PROJECTION: FLUSH
 AJ2775_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2775+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2000
 AJ2775_ROD/PIPE-DEPTH:  2.4 meters
 AJ2775_SLEEVE-DEPTH  :  0.9 meters
 AJ2775
 AJ2775  HISTORY     - Date     Condition        Report By
 AJ2775  HISTORY     - 20000619 MONUMENTED       SECI
 AJ2775
 AJ2775                          STATION DESCRIPTION
 AJ2775
 AJ2775'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2775'STATION IS LOCATED APPROXIMATELY 1.8 MI SOUTHWEST OF PALOS PARK,
 AJ2775'2.1 MI NORTH  OF ORLAND PARK IN SECTION 33, T37N, R12E.  TO REACH
 AJ2775'FROM THE JUNCTION OF IL RT 45  AND RT 7 PROCEED NORTH ON RT 45 FOR
 AJ2775'0.9 MI TO THE STATION LOCATED 29 FT WEST OF THE SOUTHBOUND
 AJ2775'CENTERLINE OF IL RT 45, 0.15 MI SOUTH OF 131ST ST.  STATION IS 108 FT
 AJ2775'SOUTH OF THE BACK OF CURB OF THE ENTRANCE TO CARL SANDBURG HIGH
 AJ2775'SCHOOL, 88 FT SOUTH OF THE TRAFFIC SIGNAL POLE LOCATED SOUTH OF
 AJ2775'THE ENTRANCE TO CARL SANDBURG HIGH SCHOOL, 140 FT SOUTHWEST OF
 AJ2775'A POWER POLE (PP) LOCATED EAST OF RT 45, 26 FT SOUTHWEST OF A LIGHT
 AJ2775'POLE LOCATED WEST OF RT 45, 14 FT WEST OF THE BACK OF CURB OF RT 45,
 AJ2775'4 FT EAST OF A FENCE LINE, AND 4 FT EAST OF AN ORANGE FIBERGLASS
 AJ2775'WITNESS POST. STATION IS LOCATED ACROSS US RT 45 FROM PALOS
 AJ2775'COUNTRY CLUB.   NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2775'CAP.  DATUM POINT IS 0.60 FT BELOW CAP. THE ROD WAS DRIVEN TO
 AJ2775'REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2775'PHYSICAL TIES.  (MH)
 AJ2775' 
 AJ2775' 
 AJ2775' 
 AJ2775' 
 AJ2775' 
 AJ2775' 
 AJ2775' 
 AJ2775' 
 AJ2775' 
 AJ2775' 
 AJ2775' 
 AJ2775'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2836 ***********************************************************************
 AJ2836  DESIGNATION -  COO45 2A
 AJ2836  PID         -  AJ2836
 AJ2836  STATE/COUNTY-  IL/COOK
 AJ2836  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 AJ2836
 AJ2836                         *CURRENT SURVEY CONTROL
 AJ2836  ___________________________________________________________________
 AJ2836* NAD 83(1997)-  42 03 28.26899(N)    087 53 20.37565(W)     ADJUSTED  
 AJ2836* NAVD 88     -       196.5    (meters)     645.     (feet)  GPS OBS   
 AJ2836  ___________________________________________________________________
 AJ2836  X           -     174,704.930 (meters)                     COMP
 AJ2836  Y           -  -4,739,598.901 (meters)                     COMP
 AJ2836  Z           -   4,250,486.108 (meters)                     COMP
 AJ2836  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AJ2836  ELLIP HEIGHT-         162.82  (meters)          (04/23/01) GPS OBS
 AJ2836  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AJ2836
 AJ2836  HORZ ORDER  -  FIRST
 AJ2836  ELLP ORDER  -  THIRD     CLASS I
 AJ2836
 AJ2836.The horizontal coordinates were established by GPS observations
 AJ2836.and adjusted by the National Geodetic Survey in April 2001..
 AJ2836
 AJ2836.The orthometric height was determined by GPS observations and a
 AJ2836.high-resolution geoid model.
 AJ2836
 AJ2836.Photographs are available for this station.
 AJ2836
 AJ2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2836
 AJ2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2836
 AJ2836.The ellipsoidal height was determined by GPS observations
 AJ2836.and is referenced to NAD 83.
 AJ2836
 AJ2836.The geoid height was determined by GEOID03.
 AJ2836
 AJ2836;                    North         East     Units Scale Factor Converg.
 AJ2836;SPC IL E     -   598,623.885   336,779.670   MT  0.99999164   +0 17 51.6
 AJ2836;SPC IL E     - 1,963,985.20  1,104,917.97   sFT  0.99999164   +0 17 51.6
 AJ2836;UTM  16      - 4,656,581.842   426,442.112   MT  0.99966658   -0 35 44.0
 AJ2836
 AJ2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2836!SPC IL E     -   0.99997446  x   0.99999164  =   0.99996610
 AJ2836!UTM  16      -   0.99997446  x   0.99966658  =   0.99964105
 AJ2836
 AJ2836:                Primary Azimuth Mark                     Grid Az
 AJ2836:SPC IL E     -  COO45 2B                                 344 21 14.2
 AJ2836:UTM  16      -  COO45 2B                                 345 14 49.8
 AJ2836
 AJ2836|---------------------------------------------------------------------|
 AJ2836| PID    Reference Object                     Distance      Geod. Az  |
 AJ2836|                                                           dddmmss.s |
 AJ2836| AJ2839 COO45 2B                            APPROX. 0.9 KM 3443905.8 |
 AJ2836|---------------------------------------------------------------------|
 AJ2836
 AJ2836                          SUPERSEDED SURVEY CONTROL
 AJ2836
 AJ2836.No superseded survey control is available for this station.
 AJ2836
 AJ2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2644256582(NAD 83)
 AJ2836_MARKER: I = METAL ROD
 AJ2836_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2836_STAMPING: COO45-2A
 AJ2836_MARK LOGO: ILDT  
 AJ2836_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2836_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2836+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2006
 AJ2836_ROD/PIPE-DEPTH:  3.7 meters
 AJ2836_SLEEVE-DEPTH  :  0.9 meters
 AJ2836
 AJ2836  HISTORY     - Date     Condition        Report By
 AJ2836  HISTORY     - 20000619 MONUMENTED       SECI
 AJ2836  HISTORY     - 20060210 GOOD             INDIV
 AJ2836
 AJ2836                          STATION DESCRIPTION
 AJ2836
 AJ2836'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2836'STATION IS LOCATED WITHIN THE CITY OF DES PLAINES, 2.5 MI
 AJ2836'EAST OF MOUNT PROSPECT IN SECTION 8, T41N, R12E.  TO REACH FROM THE
 AJ2836'JUNCTION OF US RT 45 AND IL RT 58 PROCEED NORTH ON US RT 45 FOR 0.2
 AJ2836'MI TO THE STATION LOCATED 32 FT EAST OF THE CENTERLINE OF US RT 45
 AJ2836'NORTHBOUND.  STATION IS LOCATED 155 FT NORTH OF CENTERLINE OF
 AJ2836'NAZARETH WAY, 264 FT SOUTHEAST OF POWERPOLE (PP), 138 FT
 AJ2836'SOUTHWEST OF PP, 94 FT SOUTH OF SPRUCE TREE, 41 FT WEST OF
 AJ2836'BITUMINOUS PARKING LOT TO GOLF CENTER, 16 FT NORTHEAST OF
 AJ2836'SANITARY MANHOLE, AND 28 FT SOUTHWEST OF AN ORANGE FIBERGLASS
 AJ2836'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2836'CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2836'PHYSICAL TIES.  (MH)
 AJ2836' 
 AJ2836' 
 AJ2836' 
 AJ2836' 
 AJ2836' 
 AJ2836' 
 AJ2836' 
 AJ2836' 
 AJ2836' 
 AJ2836' 
 AJ2836'
 AJ2836
 AJ2836                          STATION RECOVERY (2006)
 AJ2836
 AJ2836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (KPD)
 AJ2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2839 ***********************************************************************
 AJ2839  DESIGNATION -  COO45 2B
 AJ2839  PID         -  AJ2839
 AJ2839  STATE/COUNTY-  IL/COOK
 AJ2839  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 AJ2839
 AJ2839                         *CURRENT SURVEY CONTROL
 AJ2839  ___________________________________________________________________
 AJ2839* NAD 83(1997)-  42 03 56.17281(N)    087 53 30.65429(W)     ADJUSTED  
 AJ2839* NAVD 88     -       195.5    (meters)     641.     (feet)  GPS OBS   
 AJ2839  ___________________________________________________________________
 AJ2839  X           -     174,447.498 (meters)                     COMP
 AJ2839  Y           -  -4,739,030.409 (meters)                     COMP
 AJ2839  Z           -   4,251,124.594 (meters)                     COMP
 AJ2839  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AJ2839  ELLIP HEIGHT-         161.75  (meters)          (04/23/01) GPS OBS
 AJ2839  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 AJ2839
 AJ2839  HORZ ORDER  -  FIRST
 AJ2839  ELLP ORDER  -  THIRD     CLASS I
 AJ2839
 AJ2839.The horizontal coordinates were established by GPS observations
 AJ2839.and adjusted by the National Geodetic Survey in April 2001..
 AJ2839
 AJ2839.The orthometric height was determined by GPS observations and a
 AJ2839.high-resolution geoid model.
 AJ2839
 AJ2839.Photographs are available for this station.
 AJ2839
 AJ2839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2839
 AJ2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2839
 AJ2839.The ellipsoidal height was determined by GPS observations
 AJ2839.and is referenced to NAD 83.
 AJ2839
 AJ2839.The geoid height was determined by GEOID03.
 AJ2839
 AJ2839;                    North         East     Units Scale Factor Converg.
 AJ2839;SPC IL E     -   599,483.587   336,538.892   MT  0.99999142   +0 17 44.8
 AJ2839;SPC IL E     - 1,966,805.74  1,104,128.01   sFT  0.99999142   +0 17 44.8
 AJ2839;UTM  16      - 4,657,444.913   426,214.839   MT  0.99966699   -0 35 51.2
 AJ2839
 AJ2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2839!SPC IL E     -   0.99997463  x   0.99999142  =   0.99996605
 AJ2839!UTM  16      -   0.99997463  x   0.99966699  =   0.99964163
 AJ2839
 AJ2839:                Primary Azimuth Mark                     Grid Az
 AJ2839:SPC IL E     -  COO45 2A                                 164 21 14.2
 AJ2839:UTM  16      -  COO45 2A                                 165 14 50.2
 AJ2839
 AJ2839|---------------------------------------------------------------------|
 AJ2839| PID    Reference Object                     Distance      Geod. Az  |
 AJ2839|                                                           dddmmss.s |
 AJ2839| AJ2836 COO45 2A                            APPROX. 0.9 KM 1643859.0 |
 AJ2839|---------------------------------------------------------------------|
 AJ2839
 AJ2839                          SUPERSEDED SURVEY CONTROL
 AJ2839
 AJ2839.No superseded survey control is available for this station.
 AJ2839
 AJ2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2621557445(NAD 83)
 AJ2839_MARKER: I = METAL ROD
 AJ2839_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2839_STAMPING: COO45-2B
 AJ2839_MARK LOGO: ILDT  
 AJ2839_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2839_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2839+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2000
 AJ2839_ROD/PIPE-DEPTH:  3.7 meters
 AJ2839_SLEEVE-DEPTH  :  0.9 meters
 AJ2839
 AJ2839  HISTORY     - Date     Condition        Report By
 AJ2839  HISTORY     - 20000619 MONUMENTED       SECI
 AJ2839
 AJ2839                          STATION DESCRIPTION
 AJ2839
 AJ2839'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2839'STATION IS LOCATED WITHIN THE CITY OF DES PLAINES, 2.5 MI
 AJ2839'EAST OF MOUNT PROSPECT IN SECTION 8, T41N, R12E.  TO REACH FROM THE
 AJ2839'JUNCTION OF US RT 45 AND IL RT 58 PROCEED NORTH ON US RT 45 FOR 0.8
 AJ2839'MI TO THE STATION LOCATED IN THE SOUTHWEST CORNER OF THE
 AJ2839'INERSECTION OF US RT 45 AND CENTRAL RD.  STATION IS LOCATED 130 FT
 AJ2839'SOUTH OF THE CENTERLINE OF CENTRAL RD, 161 FT NORTH OF POWERPOLE
 AJ2839'(PP), 20 FT NORTH OF PP, 55 FT SOUTH OF PP, 86 FT SOUTHEAST OF A
 AJ2839'TRAFFIC SIGNAL CONTROL BOX, 50 FT SOUTH FROM THE BEND IN THE FENCE
 AJ2839'LINE, AND 2.0 FT EAST OF AN ORANGE FIBERGLASS WITNESS POST AND
 AJ2839'CHAIN LINK FENCE. STATION IN IS FRONT OF THE ALL SAINTS CATHOLIC
 AJ2839'CEMETERY BUILDING.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2839'INCH LOGO CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET
 AJ2839'IN WOOD PHYSICAL TIES.  (MH)
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839' 
 AJ2839'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2847 ***********************************************************************
 AJ2847  DESIGNATION -  COO53 1A
 AJ2847  PID         -  AJ2847
 AJ2847  STATE/COUNTY-  IL/COOK
 AJ2847  USGS QUAD   -  LAKE ZURICH (1993)
 AJ2847
 AJ2847                         *CURRENT SURVEY CONTROL
 AJ2847  ___________________________________________________________________
 AJ2847* NAD 83(1997)-  42 07 59.00335(N)    088 00 18.70433(W)     ADJUSTED  
 AJ2847* NAVD 88     -       219.9    (meters)     721.     (feet)  GPS OBS   
 AJ2847  ___________________________________________________________________
 AJ2847  X           -     164,897.804 (meters)                     COMP
 AJ2847  Y           -  -4,734,364.268 (meters)                     COMP
 AJ2847  Z           -   4,256,700.330 (meters)                     COMP
 AJ2847  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AJ2847  ELLIP HEIGHT-         186.19  (meters)          (04/23/01) GPS OBS
 AJ2847  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AJ2847
 AJ2847  HORZ ORDER  -  FIRST
 AJ2847  ELLP ORDER  -  THIRD     CLASS I
 AJ2847
 AJ2847.The horizontal coordinates were established by GPS observations
 AJ2847.and adjusted by the National Geodetic Survey in April 2001..
 AJ2847
 AJ2847.The orthometric height was determined by GPS observations and a
 AJ2847.high-resolution geoid model.
 AJ2847
 AJ2847.Photographs are available for this station.
 AJ2847
 AJ2847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2847
 AJ2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2847
 AJ2847.The ellipsoidal height was determined by GPS observations
 AJ2847.and is referenced to NAD 83.
 AJ2847
 AJ2847.The geoid height was determined by GEOID03.
 AJ2847
 AJ2847;                    North         East     Units Scale Factor Converg.
 AJ2847;SPC IL E     -   606,933.548   327,129.085   MT  0.99998405   +0 13 12.5
 AJ2847;SPC IL E     - 1,991,247.82  1,073,256.01   sFT  0.99998405   +0 13 12.5
 AJ2847;UTM  16      - 4,665,038.404   416,925.303   MT  0.99968492   -0 40 27.8
 AJ2847
 AJ2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2847!SPC IL E     -   0.99997080  x   0.99998405  =   0.99995485
 AJ2847!UTM  16      -   0.99997080  x   0.99968492  =   0.99965573
 AJ2847
 AJ2847:                Primary Azimuth Mark                     Grid Az
 AJ2847:SPC IL E     -  COO53 1B                                 004 38 45.3
 AJ2847:UTM  16      -  COO53 1B                                 005 32 25.6
 AJ2847
 AJ2847|---------------------------------------------------------------------|
 AJ2847| PID    Reference Object                     Distance      Geod. Az  |
 AJ2847|                                                           dddmmss.s |
 AJ2847| AJ2849 COO53 1B                            APPROX. 0.7 KM 0045157.8 |
 AJ2847|---------------------------------------------------------------------|
 AJ2847
 AJ2847                          SUPERSEDED SURVEY CONTROL
 AJ2847
 AJ2847.No superseded survey control is available for this station.
 AJ2847
 AJ2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1692565038(NAD 83)
 AJ2847_MARKER: I = METAL ROD
 AJ2847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2847_STAMPING: COO53-1A
 AJ2847_MARK LOGO: ILDT  
 AJ2847_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2847_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2847+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 AJ2847_ROD/PIPE-DEPTH:  4.9 meters
 AJ2847_SLEEVE-DEPTH  :  0.9 meters
 AJ2847
 AJ2847  HISTORY     - Date     Condition        Report By
 AJ2847  HISTORY     - 20000613 MONUMENTED       SECI
 AJ2847
 AJ2847                          STATION DESCRIPTION
 AJ2847
 AJ2847'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2847'STATION IS LOCATED WITHIN THE CITY  OF PALATINE, 2.0
 AJ2847'MI NORTHWEST OF ARLINGTON HEIGHTS IN SECTION 12 T42N, R10E.  TO
 AJ2847'REACH FROM THE JUNCTION OF RT 53 AND RT 68 PROCEED SOUTH ON RT 53
 AJ2847'0.40 MI TO THE STATION LOCATED 61 FT WEST OF THE CENTERLINE OF
 AJ2847'SOUTHBOUND RT 53, 0.22 MI NORTH OF RT 12 OVERPASS.  STATION IS 278 FT
 AJ2847'NORTH NORTHWEST OF A GUARD RAIL, 84.3 FT SOUTHWEST OF A PK NAIL IN
 AJ2847'RT 53 PAVEMENT, 72.2 FT NORTHWEST OF A PK NAIL IN RT 53 PAVEMENT, 32
 AJ2847'FT WEST OF THE EDGE OF PAVEMENT OF RT 53, 3 FT EAST OF CHAIN LINK
 AJ2847'FENCE LINE, AND 3 FT EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AJ2847'NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT
 AJ2847'IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2847' 
 AJ2847' 
 AJ2847' 
 AJ2847' 
 AJ2847'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2849 ***********************************************************************
 AJ2849  DESIGNATION -  COO53 1B
 AJ2849  PID         -  AJ2849
 AJ2849  STATE/COUNTY-  IL/COOK
 AJ2849  USGS QUAD   -  LAKE ZURICH (1993)
 AJ2849
 AJ2849                         *CURRENT SURVEY CONTROL
 AJ2849  ___________________________________________________________________
 AJ2849* NAD 83(1997)-  42 08 20.32914(N)    088 00 16.26497(W)     ADJUSTED  
 AJ2849* NAVD 88     -       225.0    (meters)     738.     (feet)  GPS OBS   
 AJ2849  ___________________________________________________________________
 AJ2849  X           -     164,938.552 (meters)                     COMP
 AJ2849  Y           -  -4,733,924.870 (meters)                     COMP
 AJ2849  Z           -   4,257,191.672 (meters)                     COMP
 AJ2849  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AJ2849  ELLIP HEIGHT-         191.24  (meters)          (04/23/01) GPS OBS
 AJ2849  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AJ2849
 AJ2849  HORZ ORDER  -  FIRST
 AJ2849  ELLP ORDER  -  THIRD     CLASS I
 AJ2849
 AJ2849.The horizontal coordinates were established by GPS observations
 AJ2849.and adjusted by the National Geodetic Survey in April 2001..
 AJ2849
 AJ2849.The orthometric height was determined by GPS observations and a
 AJ2849.high-resolution geoid model.
 AJ2849
 AJ2849.Photographs are available for this station.
 AJ2849
 AJ2849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2849
 AJ2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2849
 AJ2849.The ellipsoidal height was determined by GPS observations
 AJ2849.and is referenced to NAD 83.
 AJ2849
 AJ2849.The geoid height was determined by GEOID03.
 AJ2849
 AJ2849;                    North         East     Units Scale Factor Converg.
 AJ2849;SPC IL E     -   607,591.743   327,182.573   MT  0.99998409   +0 13 14.2
 AJ2849;SPC IL E     - 1,993,407.24  1,073,431.49   sFT  0.99998409   +0 13 14.2
 AJ2849;UTM  16      - 4,665,695.487   416,989.042   MT  0.99968479   -0 40 26.4
 AJ2849
 AJ2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2849!SPC IL E     -   0.99997001  x   0.99998409  =   0.99995410
 AJ2849!UTM  16      -   0.99997001  x   0.99968479  =   0.99965481
 AJ2849
 AJ2849:                Primary Azimuth Mark                     Grid Az
 AJ2849:SPC IL E     -  COO53 1A                                 184 38 45.2
 AJ2849:UTM  16      -  COO53 1A                                 185 32 25.8
 AJ2849
 AJ2849|---------------------------------------------------------------------|
 AJ2849| PID    Reference Object                     Distance      Geod. Az  |
 AJ2849|                                                           dddmmss.s |
 AJ2849| AJ2847 COO53 1A                            APPROX. 0.7 KM 1845159.4 |
 AJ2849|---------------------------------------------------------------------|
 AJ2849
 AJ2849                          SUPERSEDED SURVEY CONTROL
 AJ2849
 AJ2849.No superseded survey control is available for this station.
 AJ2849
 AJ2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1698965695(NAD 83)
 AJ2849_MARKER: I = METAL ROD
 AJ2849_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2849_STAMPING: COO53-1B
 AJ2849_MARK LOGO: ILDT  
 AJ2849_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2849_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2849+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 AJ2849_ROD/PIPE-DEPTH:  3.7 meters
 AJ2849_SLEEVE-DEPTH  :  0.9 meters
 AJ2849
 AJ2849  HISTORY     - Date     Condition        Report By
 AJ2849  HISTORY     - 20000613 MONUMENTED       SECI
 AJ2849
 AJ2849                          STATION DESCRIPTION
 AJ2849
 AJ2849'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2849'STATION IS LOCATED APPROXIMATELY 1.3 MI SOUTHEAST OF PALATINE IN
 AJ2849'THE VILLAGE LIMITS OF ARLINGTON HEIGHTS IN SECTION 7, T42N, R11E.
 AJ2849'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 AJ2849'IL RT 68 AND IL RT 53, 29 FT SOUTH OF THE CENTERLINE OF EASTBOUND RT
 AJ2849'68.  STATION IS 180 FT NORTH NORTHEAST OF A 12 INCH CEMENT CULVERT,
 AJ2849'62 FT EAST OF A PK NAIL IN THE PAVEMENT LOCATED IN NORTHBOUND RT
 AJ2849'53, 40.2 FT NORTHEAST OF A PK NAIL IN A DECIDUOUS TREE, 29 FT WEST OF
 AJ2849'THE CONCRETE DITCH, 12 FT SOUTHEAST OF THE CONCRETE OVERPASS
 AJ2849'WALL, 11 FT SOUTH OF THE BACK OF CURB OF RT 68, AND 2.0 FT NORTH OF
 AJ2849'AN ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT
 AJ2849'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.60 FT BELOW CAP.  PK NAILS
 AJ2849'WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2849' 
 AJ2849' 
 AJ2849' 
 AJ2849' 
 AJ2849'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2831 ***********************************************************************
 AJ2831  DESIGNATION -  COO58 1A
 AJ2831  PID         -  AJ2831
 AJ2831  STATE/COUNTY-  IL/COOK
 AJ2831  USGS QUAD   -  STREAMWOOD (1993)
 AJ2831
 AJ2831                         *CURRENT SURVEY CONTROL
 AJ2831  ___________________________________________________________________
 AJ2831* NAD 83(1997)-  42 02 48.02976(N)    088 10 45.23882(W)     ADJUSTED  
 AJ2831* NAVD 88     -       242.7    (meters)     796.     (feet)  GPS OBS   
 AJ2831  ___________________________________________________________________
 AJ2831  X           -     150,721.208 (meters)                     COMP
 AJ2831  Y           -  -4,741,288.691 (meters)                     COMP
 AJ2831  Z           -   4,249,595.254 (meters)                     COMP
 AJ2831  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AJ2831  ELLIP HEIGHT-         209.19  (meters)          (04/23/01) GPS OBS
 AJ2831  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AJ2831
 AJ2831  HORZ ORDER  -  FIRST
 AJ2831  ELLP ORDER  -  THIRD     CLASS I
 AJ2831
 AJ2831.The horizontal coordinates were established by GPS observations
 AJ2831.and adjusted by the National Geodetic Survey in April 2001..
 AJ2831
 AJ2831.The orthometric height was determined by GPS observations and a
 AJ2831.high-resolution geoid model.
 AJ2831
 AJ2831.Photographs are available for this station.
 AJ2831
 AJ2831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2831
 AJ2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2831
 AJ2831.The ellipsoidal height was determined by GPS observations
 AJ2831.and is referenced to NAD 83.
 AJ2831
 AJ2831.The geoid height was determined by GEOID03.
 AJ2831
 AJ2831;                    North         East     Units Scale Factor Converg.
 AJ2831;SPC IL E     -   597,298.329   312,757.678   MT  0.99997700   +0 06 11.5
 AJ2831;SPC IL E     - 1,959,636.27  1,026,105.82   sFT  0.99997700   +0 06 11.5
 AJ2831;UTM  16      - 4,655,631.163   402,409.406   MT  0.99971719   -0 47 23.4
 AJ2831
 AJ2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2831!SPC IL E     -   0.99996719  x   0.99997700  =   0.99994419
 AJ2831!UTM  16      -   0.99996719  x   0.99971719  =   0.99968439
 AJ2831
 AJ2831:                Primary Azimuth Mark                     Grid Az
 AJ2831:SPC IL E     -  COO58 1B                                 176 47 06.0
 AJ2831:UTM  16      -  COO58 1B                                 177 40 40.9
 AJ2831
 AJ2831|---------------------------------------------------------------------|
 AJ2831| PID    Reference Object                     Distance      Geod. Az  |
 AJ2831|                                                           dddmmss.s |
 AJ2831| AJ2833 COO58 1B                            APPROX. 0.6 KM 1765317.5 |
 AJ2831|---------------------------------------------------------------------|
 AJ2831
 AJ2831                          SUPERSEDED SURVEY CONTROL
 AJ2831
 AJ2831.No superseded survey control is available for this station.
 AJ2831
 AJ2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0240955631(NAD 83)
 AJ2831_MARKER: I = METAL ROD
 AJ2831_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2831+WITH SETTING: INFORMATION.
 AJ2831_STAMPING: COO58-1A
 AJ2831_MARK LOGO: ILDT  
 AJ2831_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2831_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2831+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2000
 AJ2831_ROD/PIPE-DEPTH:  2.4 meters
 AJ2831_SLEEVE-DEPTH  :  0.9 meters
 AJ2831
 AJ2831  HISTORY     - Date     Condition        Report By
 AJ2831  HISTORY     - 20000619 MONUMENTED       SECI
 AJ2831
 AJ2831                          STATION DESCRIPTION
 AJ2831
 AJ2831'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2831'STATION IS LOCATED APPROXIMATELY 0.9 MI SOUTHWEST OF HOFFMAN
 AJ2831'ESTATES, 1.1 MI NORTH OF STREAMWOOD IN SECTION 11, T41N, R9E.  TO
 AJ2831'REACH FROM THE JUNCTION OF IL RT 58 AND RT 59 PROCEED EAST ON RT 58
 AJ2831'0.9 MI TO THE STATION LOCATED 130 FT NORTH OF THE CENTERLINE OF RT
 AJ2831'58, 57.6 FT WEST OF THE CENTERLINE OF BARTLETT RD.  STATION IS 90 FT
 AJ2831'NORTHEAST OF THE GUARD RAIL THAT RUNS ALONG THE NORTH SIDE RT
 AJ2831'58, 85 FT NORTH OF A HANDHOLE, 76 FT NORTHWEST OF A MANHOLE, 52 FT
 AJ2831'NORTHEAST OF THE FOREST PRESERVE DISTRICT OF COOK COUNTY SIGN,
 AJ2831'27 FT SOUTHWEST OF A MANHOLE, 23 FT WEST OF THE EDGE OF PAVEMENT
 AJ2831'OF BARTLETT RD, AND 2 FT EAST OF AN ORANGE FIBERGLASS WITNESS
 AJ2831'POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2831'POINT IS 0.40 FT BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 AJ2831'ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2831'(MH)
 AJ2831' 
 AJ2831' 
 AJ2831' 
 AJ2831' 
 AJ2831' 
 AJ2831'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2833 ***********************************************************************
 AJ2833  DESIGNATION -  COO58 1B
 AJ2833  PID         -  AJ2833
 AJ2833  STATE/COUNTY-  IL/COOK
 AJ2833  USGS QUAD   -  STREAMWOOD (1993)
 AJ2833
 AJ2833                         *CURRENT SURVEY CONTROL
 AJ2833  ___________________________________________________________________
 AJ2833* NAD 83(1997)-  42 02 27.04523(N)    088 10 43.70840(W)     ADJUSTED  
 AJ2833* NAVD 88     -       244.3    (meters)     802.     (feet)  GPS OBS   
 AJ2833  ___________________________________________________________________
 AJ2833  X           -     150,770.205 (meters)                     COMP
 AJ2833  Y           -  -4,741,722.155 (meters)                     COMP
 AJ2833  Z           -   4,249,115.488 (meters)                     COMP
 AJ2833  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AJ2833  ELLIP HEIGHT-         210.79  (meters)          (04/23/01) GPS OBS
 AJ2833  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2833
 AJ2833  HORZ ORDER  -  FIRST
 AJ2833  ELLP ORDER  -  THIRD     CLASS I
 AJ2833
 AJ2833.The horizontal coordinates were established by GPS observations
 AJ2833.and adjusted by the National Geodetic Survey in April 2001..
 AJ2833
 AJ2833.The orthometric height was determined by GPS observations and a
 AJ2833.high-resolution geoid model.
 AJ2833
 AJ2833.Photographs are available for this station.
 AJ2833
 AJ2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2833
 AJ2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2833
 AJ2833.The ellipsoidal height was determined by GPS observations
 AJ2833.and is referenced to NAD 83.
 AJ2833
 AJ2833.The geoid height was determined by GEOID03.
 AJ2833
 AJ2833;                    North         East     Units Scale Factor Converg.
 AJ2833;SPC IL E     -   596,650.953   312,794.042   MT  0.99997701   +0 06 12.5
 AJ2833;SPC IL E     - 1,957,512.33  1,026,225.12   sFT  0.99997701   +0 06 12.5
 AJ2833;UTM  16      - 4,654,983.468   402,435.669   MT  0.99971713   -0 47 22.1
 AJ2833
 AJ2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2833!SPC IL E     -   0.99996694  x   0.99997701  =   0.99994395
 AJ2833!UTM  16      -   0.99996694  x   0.99971713  =   0.99968408
 AJ2833
 AJ2833:                Primary Azimuth Mark                     Grid Az
 AJ2833:SPC IL E     -  COO58 1A                                 356 47 06.0
 AJ2833:UTM  16      -  COO58 1A                                 357 40 40.6
 AJ2833
 AJ2833|---------------------------------------------------------------------|
 AJ2833| PID    Reference Object                     Distance      Geod. Az  |
 AJ2833|                                                           dddmmss.s |
 AJ2833| AJ2831 COO58 1A                            APPROX. 0.6 KM 3565318.5 |
 AJ2833|---------------------------------------------------------------------|
 AJ2833
 AJ2833                          SUPERSEDED SURVEY CONTROL
 AJ2833
 AJ2833.No superseded survey control is available for this station.
 AJ2833
 AJ2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0243654983(NAD 83)
 AJ2833_MARKER: I = METAL ROD
 AJ2833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2833+WITH SETTING: INFORMATION.
 AJ2833_STAMPING: COO58-1B
 AJ2833_MARK LOGO: ILDT  
 AJ2833_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2833_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2833+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AJ2833_ROD/PIPE-DEPTH:  2.4 meters
 AJ2833_SLEEVE-DEPTH  :  0.9 meters
 AJ2833
 AJ2833  HISTORY     - Date     Condition        Report By
 AJ2833  HISTORY     - 20000616 MONUMENTED       SECI
 AJ2833
 AJ2833                          STATION DESCRIPTION
 AJ2833
 AJ2833'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2833'STATION IS LOCATED APPROXIMATELY 1.0 MI SOUTHWEST OF HOFFMAN
 AJ2833'ESTATES, 1.0 MI NORTH OF STREAMWOOD IN SECTION 14, T41N, R9E.  TO
 AJ2833'REACH FROM THE JUNCTION OF IL RT 58 AND RT 59 PROCEED EAST ON RT 58
 AJ2833'0.8 MI TO THE INTERSECTION OF BARTLETT RD AND RT 58,  THEN SOUTH
 AJ2833'0.37 MI ON BARTLETT RD TO THE STATION LOCATED 39.5 FT EAST OF THE
 AJ2833'NORTHBOUND CENTERLINE OF BARTLETT RD, 0.1 MI NORTH OF BODE RD.
 AJ2833'STATION IS 300 FT SOUTH OF A NATURAL GAS PIPELINE, 100.6 FT
 AJ2833'EAST NORTHEAST OF A MANHOLE LOCATED WEST OF BARTLETT RD, 62 FT
 AJ2833'NORTHEAST OF A PK NAIL LOCATED IN THE CONCRETE MEDIAN, 64.8 FT
 AJ2833'SOUTHEAST OF A PK NAIL LOCATED IN THE CONCRETE MEDIAN, 42 FT
 AJ2833'SOUTHEAST OF AN INLET, 24 FT EAST OF THE BACK OF CURB OF BARTLETT
 AJ2833'RD, AND 2 FT WEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE-
 AJ2833'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.55
 AJ2833'FT BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED. PK
 AJ2833'NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2833' 
 AJ2833' 
 AJ2833' 
 AJ2833' 
 AJ2833' 
 AJ2833' 
 AJ2833'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2767 ***********************************************************************
 AJ2767  DESIGNATION -  COO6 1A
 AJ2767  PID         -  AJ2767
 AJ2767  STATE/COUNTY-  IL/COOK
 AJ2767  USGS QUAD   -  MOKENA (1993)
 AJ2767
 AJ2767                         *CURRENT SURVEY CONTROL
 AJ2767  ___________________________________________________________________
 AJ2767* NAD 83(1997)-  41 35 22.09191(N)    087 53 28.71162(W)     ADJUSTED  
 AJ2767* NAVD 88     -       216.8    (meters)     711.     (feet)  GPS OBS   
 AJ2767  ___________________________________________________________________
 AJ2767  X           -     175,790.456 (meters)                     COMP
 AJ2767  Y           -  -4,774,289.935 (meters)                     COMP
 AJ2767  Z           -   4,211,731.303 (meters)                     COMP
 AJ2767  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AJ2767  ELLIP HEIGHT-         183.59  (meters)          (04/23/01) GPS OBS
 AJ2767  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AJ2767
 AJ2767  HORZ ORDER  -  FIRST
 AJ2767  ELLP ORDER  -  THIRD     CLASS I
 AJ2767
 AJ2767.The horizontal coordinates were established by GPS observations
 AJ2767.and adjusted by the National Geodetic Survey in April 2001..
 AJ2767
 AJ2767.The orthometric height was determined by GPS observations and a
 AJ2767.high-resolution geoid model.
 AJ2767
 AJ2767.Photographs are available for this station.
 AJ2767
 AJ2767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2767
 AJ2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2767
 AJ2767.The ellipsoidal height was determined by GPS observations
 AJ2767.and is referenced to NAD 83.
 AJ2767
 AJ2767.The geoid height was determined by GEOID03.
 AJ2767
 AJ2767;                    North         East     Units Scale Factor Converg.
 AJ2767;SPC IL E     -   546,600.836   336,855.637   MT  0.99999171   +0 17 36.3
 AJ2767;SPC IL E     - 1,793,306.24  1,105,167.20   sFT  0.99999171   +0 17 36.3
 AJ2767;UTM  16      - 4,604,580.755   425,711.016   MT  0.99966791   -0 35 30.0
 AJ2767
 AJ2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2767!SPC IL E     -   0.99997120  x   0.99999171  =   0.99996292
 AJ2767!UTM  16      -   0.99997120  x   0.99966791  =   0.99963912
 AJ2767
 AJ2767:                Primary Azimuth Mark                     Grid Az
 AJ2767:SPC IL E     -  COO6 1B                                  001 23 07.7
 AJ2767:UTM  16      -  COO6 1B                                  002 16 14.0
 AJ2767
 AJ2767|---------------------------------------------------------------------|
 AJ2767| PID    Reference Object                     Distance      Geod. Az  |
 AJ2767|                                                           dddmmss.s |
 AJ2767| AJ2769 COO6 1B                             APPROX. 0.7 KM 0014044.0 |
 AJ2767|---------------------------------------------------------------------|
 AJ2767
 AJ2767                          SUPERSEDED SURVEY CONTROL
 AJ2767
 AJ2767.No superseded survey control is available for this station.
 AJ2767
 AJ2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2571104581(NAD 83)
 AJ2767_MARKER: I = METAL ROD
 AJ2767_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2767+WITH SETTING: INFORMATION.
 AJ2767_STAMPING: COO6-1A
 AJ2767_MARK LOGO: ILDT  
 AJ2767_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2767_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2767+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 AJ2767_ROD/PIPE-DEPTH:  2.4 meters
 AJ2767_SLEEVE-DEPTH  :  0.9 meters
 AJ2767
 AJ2767  HISTORY     - Date     Condition        Report By
 AJ2767  HISTORY     - 20000620 MONUMENTED       SECI
 AJ2767
 AJ2767                          STATION DESCRIPTION
 AJ2767
 AJ2767'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2767'STATION IS LOCATED WITHIN THE CITY LIMITS OF ORLAND PARK
 AJ2767'IN SECTION 19, T36N, R12E.  TO REACH FROM THE JUNCTION OF US RT 6 AND
 AJ2767'IL RT 7 PROCEED 0.72 MI SOUTH ON US RT 6 TO THE STATION LOCATED 50 FT
 AJ2767'WEST OF THE CENTERLINE, 112.3 FT SOUTH OF CENTERLINE OF HANCOCK
 AJ2767'RD, AND 0.2 MI NORTH OF 167TH ST.  STATION IS 107.3 FT SOUTHWEST OF A
 AJ2767'POWER POLE (PP) LOCATED EAST OF RT 6, 101 FT SOUTH OF A BITUMINOUS
 AJ2767'ENTRANCE, 35 FT NORTH OF PP, 24 FT WEST OF THE EDGE OF  PAVEMENT,
 AJ2767'AND 2 FT EAST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS
 AJ2767'TO DATUM POINT THROUGH 6 INCH LOGO CAP.   DATUM POINT IS 0.35 FT
 AJ2767'BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED. (MH)
 AJ2767' 
 AJ2767' 
 AJ2767' 
 AJ2767' 
 AJ2767' 
 AJ2767' 
 AJ2767' 
 AJ2767' 
 AJ2767'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2769 ***********************************************************************
 AJ2769  DESIGNATION -  COO6 1B
 AJ2769  PID         -  AJ2769
 AJ2769  STATE/COUNTY-  IL/COOK
 AJ2769  USGS QUAD   -  MOKENA (1993)
 AJ2769
 AJ2769                         *CURRENT SURVEY CONTROL
 AJ2769  ___________________________________________________________________
 AJ2769* NAD 83(1997)-  41 35 44.00825(N)    087 53 27.85587(W)     ADJUSTED  
 AJ2769* NAVD 88     -       217.8    (meters)     715.     (feet)  GPS OBS   
 AJ2769  ___________________________________________________________________
 AJ2769  X           -     175,793.771 (meters)                     COMP
 AJ2769  Y           -  -4,773,841.343 (meters)                     COMP
 AJ2769  Z           -   4,212,237.618 (meters)                     COMP
 AJ2769  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AJ2769  ELLIP HEIGHT-         184.52  (meters)          (04/23/01) GPS OBS
 AJ2769  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AJ2769
 AJ2769  HORZ ORDER  -  FIRST
 AJ2769  ELLP ORDER  -  THIRD     CLASS I
 AJ2769
 AJ2769.The horizontal coordinates were established by GPS observations
 AJ2769.and adjusted by the National Geodetic Survey in April 2001..
 AJ2769
 AJ2769.The orthometric height was determined by GPS observations and a
 AJ2769.high-resolution geoid model.
 AJ2769
 AJ2769.Photographs are available for this station.
 AJ2769
 AJ2769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2769
 AJ2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2769
 AJ2769.The ellipsoidal height was determined by GPS observations
 AJ2769.and is referenced to NAD 83.
 AJ2769
 AJ2769.The geoid height was determined by GEOID03.
 AJ2769
 AJ2769;                    North         East     Units Scale Factor Converg.
 AJ2769;SPC IL E     -   547,277.075   336,871.992   MT  0.99999172   +0 17 37.0
 AJ2769;SPC IL E     - 1,795,524.87  1,105,220.86   sFT  0.99999172   +0 17 37.0
 AJ2769;UTM  16      - 4,605,256.441   425,737.807   MT  0.99966787   -0 35 29.7
 AJ2769
 AJ2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2769!SPC IL E     -   0.99997106  x   0.99999172  =   0.99996278
 AJ2769!UTM  16      -   0.99997106  x   0.99966787  =   0.99963894
 AJ2769
 AJ2769:                Primary Azimuth Mark                     Grid Az
 AJ2769:SPC IL E     -  COO6 1A                                  181 23 07.6
 AJ2769:UTM  16      -  COO6 1A                                  182 16 14.3
 AJ2769
 AJ2769|---------------------------------------------------------------------|
 AJ2769| PID    Reference Object                     Distance      Geod. Az  |
 AJ2769|                                                           dddmmss.s |
 AJ2769| AJ2767 COO6 1A                             APPROX. 0.7 KM 1814044.6 |
 AJ2769|---------------------------------------------------------------------|
 AJ2769
 AJ2769                          SUPERSEDED SURVEY CONTROL
 AJ2769
 AJ2769.No superseded survey control is available for this station.
 AJ2769
 AJ2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2573805256(NAD 83)
 AJ2769_MARKER: I = METAL ROD
 AJ2769_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2769+WITH SETTING: INFORMATION.
 AJ2769_STAMPING: COO6-1B
 AJ2769_MARK LOGO: ILDT  
 AJ2769_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2769_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2769+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 AJ2769_ROD/PIPE-DEPTH:  2.4 meters
 AJ2769_SLEEVE-DEPTH  :  0.9 meters
 AJ2769
 AJ2769  HISTORY     - Date     Condition        Report By
 AJ2769  HISTORY     - 20000621 MONUMENTED       SECI
 AJ2769
 AJ2769                          STATION DESCRIPTION
 AJ2769
 AJ2769'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2769'STATION IS LOCATED WITHIN THE CITY LIMITS OF ORLAND PARK
 AJ2769'IN SECTION 20, T36N, R12E.  TO REACH FROM THE JUNCTION OF US RT 6 AND
 AJ2769'IL RT 7 PROCEED SOUTH ON US RT 6 FOR 0.31 MI TO THE STATION LOCATED
 AJ2769'60 FT EAST OF THE US RT 6 CENTERLINE ON THE LOT OF THE ORLAND
 AJ2769'TOWNSHIP HIGHWAY DEPARTMENT.  STATION IS 76 FT NORTH OF THE
 AJ2769'ENTRANCE TO ADDRESS 16125, 49 FT SOUTH OF A VALVE VAULT, 32 FT
 AJ2769'SOUTHEAST OF PK NAIL IN POWER POLE, 26 FT NORTH OF THE ORLAND
 AJ2769'TOWNSHIP HIGHWAY DEPT SIGN, AND 2.0 FT WEST OF AN ORANGE
 AJ2769'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2769'INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  THE ROD WAS
 AJ2769'DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2769'PHYSICAL TIES.  (MH)
 AJ2769' 
 AJ2769' 
 AJ2769' 
 AJ2769' 
 AJ2769' 
 AJ2769' 
 AJ2769' 
 AJ2769' 
 AJ2769'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2771 ***********************************************************************
 AJ2771  DESIGNATION -  COO6 2A
 AJ2771  PID         -  AJ2771
 AJ2771  STATE/COUNTY-  IL/COOK
 AJ2771  USGS QUAD   -  TINLEY PARK (1993)
 AJ2771
 AJ2771                         *CURRENT SURVEY CONTROL
 AJ2771  ___________________________________________________________________
 AJ2771* NAD 83(1997)-  41 36 08.71768(N)    087 46 27.33130(W)     ADJUSTED  
 AJ2771* NAVD 88     -       214.6    (meters)     704.     (feet)  GPS OBS   
 AJ2771  ___________________________________________________________________
 AJ2771  X           -     185,506.367 (meters)                     COMP
 AJ2771  Y           -  -4,772,964.820 (meters)                     COMP
 AJ2771  Z           -   4,212,805.530 (meters)                     COMP
 AJ2771  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AJ2771  ELLIP HEIGHT-         181.24  (meters)          (04/23/01) GPS OBS
 AJ2771  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AJ2771
 AJ2771  HORZ ORDER  -  FIRST
 AJ2771  ELLP ORDER  -  THIRD     CLASS I
 AJ2771
 AJ2771.The horizontal coordinates were established by GPS observations
 AJ2771.and adjusted by the National Geodetic Survey in April 2001..
 AJ2771
 AJ2771.The orthometric height was determined by GPS observations and a
 AJ2771.high-resolution geoid model.
 AJ2771
 AJ2771.Photographs are available for this station.
 AJ2771
 AJ2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2771
 AJ2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2771
 AJ2771.The ellipsoidal height was determined by GPS observations
 AJ2771.and is referenced to NAD 83.
 AJ2771
 AJ2771.The geoid height was determined by GEOID03.
 AJ2771
 AJ2771;                    North         East     Units Scale Factor Converg.
 AJ2771;SPC IL E     -   548,095.881   346,605.891   MT  1.00000172   +0 22 16.4
 AJ2771;SPC IL E     - 1,798,211.24  1,137,156.16   sFT  1.00000172   +0 22 16.4
 AJ2771;UTM  16      - 4,605,924.538   435,479.908   MT  0.99965123   -0 30 50.7
 AJ2771
 AJ2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2771!SPC IL E     -   0.99997157  x   1.00000172  =   0.99997329
 AJ2771!UTM  16      -   0.99997157  x   0.99965123  =   0.99962281
 AJ2771
 AJ2771:                Primary Azimuth Mark                     Grid Az
 AJ2771:SPC IL E     -  COO6 2B                                  088 27 46.7
 AJ2771:UTM  16      -  COO6 2B                                  089 20 53.8
 AJ2771
 AJ2771|---------------------------------------------------------------------|
 AJ2771| PID    Reference Object                     Distance      Geod. Az  |
 AJ2771|                                                           dddmmss.s |
 AJ2771| AJ2772 COO6 2B                             APPROX. 0.5 KM 0885003.1 |
 AJ2771|---------------------------------------------------------------------|
 AJ2771
 AJ2771                          SUPERSEDED SURVEY CONTROL
 AJ2771
 AJ2771.No superseded survey control is available for this station.
 AJ2771
 AJ2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3548005925(NAD 83)
 AJ2771_MARKER: I = METAL ROD
 AJ2771_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2771_STAMPING: COO6-2A
 AJ2771_MARK LOGO: ILDT  
 AJ2771_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2771_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2771+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 AJ2771_ROD/PIPE-DEPTH:  3.7 meters
 AJ2771_SLEEVE-DEPTH  :  0.9 meters
 AJ2771
 AJ2771  HISTORY     - Date     Condition        Report By
 AJ2771  HISTORY     - 20000620 MONUMENTED       SECI
 AJ2771
 AJ2771                          STATION DESCRIPTION
 AJ2771
 AJ2771'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2771'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF OAK FOREST IN
 AJ2771'SECTION 20, T36N, R13E.  TO REACH FROM THE JUNCTION OF IL RT 43 AND
 AJ2771'US RT 6 PROCEED EAST ON US RT 6 FOR 1.0 MI TO THE STATION LOCATED 23
 AJ2771'FT SOUTH OF THE BACK OF CURB OF IL RT 6 IN FRONT OF FOREST
 AJ2771'PRESERVE AND 250 FT EAST OF RIDGELAND AVE.  STATION IS 100.6 FT
 AJ2771'SOUTHWEST OF A PK NAIL IN US RT 6 PAVEMENT, 45 FT WEST OF THE
 AJ2771'ENTRANCE CENTERLINE TO THE PROFESSIONAL CENTER, 84.6 FT
 AJ2771'SOUTHWEST OF THE PK NAIL LOCATED IN THE MEDIAN OF US RT 6, 63.9 FT
 AJ2771'SOUTHEAST OF THE PK NAIL IN US RT 6 PAVEMENT, 34.3 FT WEST OF THE
 AJ2771'CENTERLINE OF GATED BITUMINOUS ENTRANCE TO THE FOREST PRESERVE,
 AJ2771'10 FT NORTH OF THE CENTERLINE OF THE BIKEPATH, AND 21 FT WEST OF AN
 AJ2771'ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT
 AJ2771'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.25 FT BELOW CAP.  PK NAILS
 AJ2771'WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2771' 
 AJ2771' 
 AJ2771' 
 AJ2771' 
 AJ2771' 
 AJ2771' 
 AJ2771' 
 AJ2771' 
 AJ2771' 
 AJ2771'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2772 ***********************************************************************
 AJ2772  DESIGNATION -  COO6 2B
 AJ2772  PID         -  AJ2772
 AJ2772  STATE/COUNTY-  IL/COOK
 AJ2772  USGS QUAD   -  TINLEY PARK (1993)
 AJ2772
 AJ2772                         *CURRENT SURVEY CONTROL
 AJ2772  ___________________________________________________________________
 AJ2772* NAD 83(1997)-  41 36 09.07253(N)    087 46 04.05665(W)     ADJUSTED  
 AJ2772* NAVD 88     -       212.6    (meters)     698.     (feet)  GPS OBS   
 AJ2772  ___________________________________________________________________
 AJ2772  X           -     186,044.601 (meters)                     COMP
 AJ2772  Y           -  -4,772,935.129 (meters)                     COMP
 AJ2772  Z           -   4,212,812.415 (meters)                     COMP
 AJ2772  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AJ2772  ELLIP HEIGHT-         179.28  (meters)          (04/23/01) GPS OBS
 AJ2772  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AJ2772
 AJ2772  HORZ ORDER  -  FIRST
 AJ2772  ELLP ORDER  -  THIRD     CLASS I
 AJ2772
 AJ2772.The horizontal coordinates were established by GPS observations
 AJ2772.and adjusted by the National Geodetic Survey in April 2001..
 AJ2772
 AJ2772.The orthometric height was determined by GPS observations and a
 AJ2772.high-resolution geoid model.
 AJ2772
 AJ2772.Photographs are available for this station.
 AJ2772
 AJ2772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2772
 AJ2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2772
 AJ2772.The ellipsoidal height was determined by GPS observations
 AJ2772.and is referenced to NAD 83.
 AJ2772
 AJ2772.The geoid height was determined by GEOID03.
 AJ2772
 AJ2772;                    North         East     Units Scale Factor Converg.
 AJ2772;SPC IL E     -   548,110.341   347,144.775   MT  1.00000234   +0 22 31.8
 AJ2772;SPC IL E     - 1,798,258.68  1,138,924.15   sFT  1.00000234   +0 22 31.8
 AJ2772;UTM  16      - 4,605,930.667   436,018.762   MT  0.99965037   -0 30 35.3
 AJ2772
 AJ2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2772!SPC IL E     -   0.99997188  x   1.00000234  =   0.99997422
 AJ2772!UTM  16      -   0.99997188  x   0.99965037  =   0.99962226
 AJ2772
 AJ2772:                Primary Azimuth Mark                     Grid Az
 AJ2772:SPC IL E     -  COO6 2A                                  268 27 46.8
 AJ2772:UTM  16      -  COO6 2A                                  269 20 53.9
 AJ2772
 AJ2772|---------------------------------------------------------------------|
 AJ2772| PID    Reference Object                     Distance      Geod. Az  |
 AJ2772|                                                           dddmmss.s |
 AJ2772| AJ2771 COO6 2A                             APPROX. 0.5 KM 2685018.6 |
 AJ2772|---------------------------------------------------------------------|
 AJ2772
 AJ2772                          SUPERSEDED SURVEY CONTROL
 AJ2772
 AJ2772.No superseded survey control is available for this station.
 AJ2772
 AJ2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3601905931(NAD 83)
 AJ2772_MARKER: I = METAL ROD
 AJ2772_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2772+WITH SETTING: INFORMATION.
 AJ2772_STAMPING: COO6-2B
 AJ2772_MARK LOGO: ILDT  
 AJ2772_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2772_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2772+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 AJ2772_ROD/PIPE-DEPTH:  2.4 meters
 AJ2772_SLEEVE-DEPTH  :  0.9 meters
 AJ2772
 AJ2772  HISTORY     - Date     Condition        Report By
 AJ2772  HISTORY     - 20000620 MONUMENTED       SECI
 AJ2772
 AJ2772                          STATION DESCRIPTION
 AJ2772
 AJ2772'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2772'STATION IS LOCATED IN THE CITY LIMITS OF OAK FOREST IN SECTION 20,
 AJ2772'T36N, R13E.  TO REACH FROM THE JUNCTION OF IL RT 43 AND RT 6 PROCEED
 AJ2772'1.5 MI EAST ON US RT 6, LOCATED 1.6 MI WEST OF RT 50 (CICERO) AND 110
 AJ2772'FT
 AJ2772'EAST  OF CENTERLINE OF ARROYO DR ON FOREST PRESERVE PROPERTY.
 AJ2772'STATION IS 61 FT SOUTHWEST OF A LIGHTPOLE, 45 FT SOUTH OF THE
 AJ2772'EASTBOUND CENTERLINE OF RT 6, 35 FT SOUTHWEST OF AN INLET, 47 FT
 AJ2772'SOUTHEAST OF A TRAFFIC SIGNAL POLE, 29 FT NORTH OF THE CENTERLINE
 AJ2772'OF THE BIKEPATH, 46 FT EAST OF CENTERLINE OF BIKE PATH, 30 FT SOUTH
 AJ2772'OF THE BACK OF CURB OF RT 6, AND 2 FT NORTH OF AN ORANGE FIBERGLASS
 AJ2772'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2772'CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  THE ROD WAS DRIVEN TO
 AJ2772'REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2772'(MH)
 AJ2772' 
 AJ2772' 
 AJ2772' 
 AJ2772' 
 AJ2772' 
 AJ2772' 
 AJ2772' 
 AJ2772' 
 AJ2772' 
 AJ2772' 
 AJ2772' 
 AJ2772'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2768 ***********************************************************************
 AJ2768  DESIGNATION -  COO6 3A
 AJ2768  PID         -  AJ2768
 AJ2768  STATE/COUNTY-  IL/COOK
 AJ2768  USGS QUAD   -  CALUMET CITY (1991)
 AJ2768
 AJ2768                         *CURRENT SURVEY CONTROL
 AJ2768  ___________________________________________________________________
 AJ2768* NAD 83(1997)-  41 36 02.59647(N)    087 34 54.46819(W)     ADJUSTED  
 AJ2768* NAVD 88     -       184.8    (meters)     606.     (feet)  GPS OBS   
 AJ2768  ___________________________________________________________________
 AJ2768  X           -     201,542.482 (meters)                     COMP
 AJ2768  Y           -  -4,772,417.720 (meters)                     COMP
 AJ2768  Z           -   4,212,644.477 (meters)                     COMP
 AJ2768  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AJ2768  ELLIP HEIGHT-         151.37  (meters)          (04/23/01) GPS OBS
 AJ2768  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AJ2768
 AJ2768  HORZ ORDER  -  FIRST
 AJ2768  ELLP ORDER  -  THIRD     CLASS I
 AJ2768
 AJ2768.The horizontal coordinates were established by GPS observations
 AJ2768.and adjusted by the National Geodetic Survey in April 2001..
 AJ2768
 AJ2768.The orthometric height was determined by GPS observations and a
 AJ2768.high-resolution geoid model.
 AJ2768
 AJ2768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2768
 AJ2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2768
 AJ2768.The ellipsoidal height was determined by GPS observations
 AJ2768.and is referenced to NAD 83.
 AJ2768
 AJ2768.The geoid height was determined by GEOID03.
 AJ2768
 AJ2768;                    North         East     Units Scale Factor Converg.
 AJ2768;SPC IL E     -   548,028.878   362,651.754   MT  1.00002329   +0 29 56.4
 AJ2768;SPC IL E     - 1,797,991.41  1,189,799.96   sFT  1.00002329   +0 29 56.4
 AJ2768;UTM  16      - 4,605,609.742   451,516.846   MT  0.99962893   -0 23 10.6
 AJ2768
 AJ2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2768!SPC IL E     -   0.99997626  x   1.00002329  =   0.99999955
 AJ2768!UTM  16      -   0.99997626  x   0.99962893  =   0.99960520
 AJ2768
 AJ2768:                Primary Azimuth Mark                     Grid Az
 AJ2768:SPC IL E     -  COO6 3B                                  085 04 53.2
 AJ2768:UTM  16      -  COO6 3B                                  085 58 00.2
 AJ2768
 AJ2768|---------------------------------------------------------------------|
 AJ2768| PID    Reference Object                     Distance      Geod. Az  |
 AJ2768|                                                           dddmmss.s |
 AJ2768| AJ2770 COO6 3B                             APPROX. 0.5 KM 0853449.6 |
 AJ2768|---------------------------------------------------------------------|
 AJ2768
 AJ2768                          SUPERSEDED SURVEY CONTROL
 AJ2768
 AJ2768.No superseded survey control is available for this station.
 AJ2768
 AJ2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5151705610(NAD 83)
 AJ2768_MARKER: I = METAL ROD
 AJ2768_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2768_STAMPING: COO6-3A
 AJ2768_MARK LOGO: ILDT  
 AJ2768_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2768_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2768+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 AJ2768_ROD/PIPE-DEPTH:  3.7 meters
 AJ2768_SLEEVE-DEPTH  :  0.9 meters
 AJ2768
 AJ2768  HISTORY     - Date     Condition        Report By
 AJ2768  HISTORY     - 20000621 MONUMENTED       SECI
 AJ2768  HISTORY     - 20060403 GOOD             INDIV
 AJ2768
 AJ2768                          STATION DESCRIPTION
 AJ2768
 AJ2768'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2768'STATION IS LOCATED WITHIN THE CITY LIMITS OF SOUTH
 AJ2768'HOLLAND, 2.0 MI SOUTHEAST OF DOLTON IN SECTION 23, T36N, R14E.  TO
 AJ2768'REACH FROM THE JUNCTION OF US RT 6 AND INTERSTATE 94 PROCEED EAST
 AJ2768'ON US RT 6 FOR 500 FT TO THE STATION LOCATED 55.7 FT SOUTH OF
 AJ2768'CENTERLINE OF US RT 6 EASTBOUND.  STATION IS LOCATED 1.15 MI WEST OF
 AJ2768'IL RT 83, 3.0 FT NORTHEAST OF GUARDRAIL FOR ON-RAMP TO I-94
 AJ2768'WESTBOUND, AND 4.5 FT SOUTHEAST OF PK NAIL SET IN TOP OF A WOOD
 AJ2768'GUARDRAIL POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2768'CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS ARE SET IN WOOD
 AJ2768'PHYSICAL TIES.  (MH)
 AJ2768' 
 AJ2768' 
 AJ2768' 
 AJ2768' 
 AJ2768' 
 AJ2768' 
 AJ2768' 
 AJ2768' 
 AJ2768' 
 AJ2768' 
 AJ2768' 
 AJ2768'
 AJ2768
 AJ2768                          STATION RECOVERY (2006)
 AJ2768
 AJ2768'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PWM)
 AJ2768'RECOVERED AS DESCRIBED, LONGEVITY MAY BECOME AN ISSUE, AREA CURRENTLY
 AJ2768'UNDER CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2770 ***********************************************************************
 AJ2770  DESIGNATION -  COO6 3B
 AJ2770  PID         -  AJ2770
 AJ2770  STATE/COUNTY-  IL/COOK
 AJ2770  USGS QUAD   -  CALUMET CITY (1991)
 AJ2770
 AJ2770                         *CURRENT SURVEY CONTROL
 AJ2770  ___________________________________________________________________
 AJ2770* NAD 83(1997)-  41 36 03.95401(N)    087 34 31.05639(W)     ADJUSTED  
 AJ2770* NAVD 88     -       182.1    (meters)     597.     (feet)  GPS OBS   
 AJ2770  ___________________________________________________________________
 AJ2770  X           -     202,082.905 (meters)                     COMP
 AJ2770  Y           -  -4,772,365.014 (meters)                     COMP
 AJ2770  Z           -   4,212,674.004 (meters)                     COMP
 AJ2770  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AJ2770  ELLIP HEIGHT-         148.67  (meters)          (04/23/01) GPS OBS
 AJ2770  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AJ2770
 AJ2770  HORZ ORDER  -  FIRST
 AJ2770  ELLP ORDER  -  THIRD     CLASS I
 AJ2770
 AJ2770.The horizontal coordinates were established by GPS observations
 AJ2770.and adjusted by the National Geodetic Survey in April 2001..
 AJ2770
 AJ2770.The orthometric height was determined by GPS observations and a
 AJ2770.high-resolution geoid model.
 AJ2770
 AJ2770.Photographs are available for this station.
 AJ2770
 AJ2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2770
 AJ2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2770
 AJ2770.The ellipsoidal height was determined by GPS observations
 AJ2770.and is referenced to NAD 83.
 AJ2770
 AJ2770.The geoid height was determined by GEOID03.
 AJ2770
 AJ2770;                    North         East     Units Scale Factor Converg.
 AJ2770;SPC IL E     -   548,075.502   363,193.535   MT  1.00002412   +0 30 11.9
 AJ2770;SPC IL E     - 1,798,144.38  1,191,577.46   sFT  1.00002412   +0 30 11.9
 AJ2770;UTM  16      - 4,605,647.975   452,059.068   MT  0.99962828   -0 22 55.1
 AJ2770
 AJ2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2770!SPC IL E     -   0.99997668  x   1.00002412  =   1.00000080
 AJ2770!UTM  16      -   0.99997668  x   0.99962828  =   0.99960497
 AJ2770
 AJ2770:                Primary Azimuth Mark                     Grid Az
 AJ2770:SPC IL E     -  COO6 3A                                  265 04 53.2
 AJ2770:UTM  16      -  COO6 3A                                  265 58 00.2
 AJ2770
 AJ2770|---------------------------------------------------------------------|
 AJ2770| PID    Reference Object                     Distance      Geod. Az  |
 AJ2770|                                                           dddmmss.s |
 AJ2770| AJ2768 COO6 3A                             APPROX. 0.5 KM 2653505.1 |
 AJ2770|---------------------------------------------------------------------|
 AJ2770
 AJ2770                          SUPERSEDED SURVEY CONTROL
 AJ2770
 AJ2770.No superseded survey control is available for this station.
 AJ2770
 AJ2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5205905648(NAD 83)
 AJ2770_MARKER: I = METAL ROD
 AJ2770_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2770_STAMPING: COO6-3B
 AJ2770_MARK LOGO: ILDT  
 AJ2770_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2770_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2770+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 AJ2770_ROD/PIPE-DEPTH:  4.9 meters
 AJ2770_SLEEVE-DEPTH  :  0.9 meters
 AJ2770
 AJ2770  HISTORY     - Date     Condition        Report By
 AJ2770  HISTORY     - 20000621 MONUMENTED       SECI
 AJ2770  HISTORY     - 20040520 GOOD             JCLS
 AJ2770  HISTORY     - 20060403 GOOD             INDIV
 AJ2770
 AJ2770                          STATION DESCRIPTION
 AJ2770
 AJ2770'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2770'STATION IS LOCATED WITHIN THE CITY LIMITS SOUTH HOLLAND IN
 AJ2770'SECTION 24, T36N, R14E.  TO REACH FROM THE JUNCTION OF US RT 6 AND IL
 AJ2770'RT 83 PROCEED WEST ON US RT 6 FOR 0.83 MI TO THE STATION LOCATED
 AJ2770'28.5 FT NORTH OF CENTERLINE OF US RT 6 WESTBOUND IN FRONT OF
 AJ2770'VALUE CITY FURNITURE.  STATION IS LOCATED 0.4 MI EAST OF OVERPASS
 AJ2770'OVER I-94, 0.1 MI EAST OF VAN DAM RD, 200 FT EAST OF ENTRANCE TO VALUE
 AJ2770'CITY FURNITURE, 33 FT SOUTHWEST OF VALUE CITY FURNITURE SIGN, 206
 AJ2770'FT NORTHWEST OF POWERPOLE (PP), 112 FT NORTH OF PP, 208 FT NORTH
 AJ2770'OF PP, 25 FT SOUTH OF BACK OF CURB FOR PARKING LOT, AND 113 FT WEST
 AJ2770'OF ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT
 AJ2770'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS
 AJ2770'ARE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2770' 
 AJ2770' 
 AJ2770' 
 AJ2770' 
 AJ2770' 
 AJ2770' 
 AJ2770' 
 AJ2770' 
 AJ2770' 
 AJ2770' 
 AJ2770' 
 AJ2770'
 AJ2770
 AJ2770                          STATION RECOVERY (2004)
 AJ2770
 AJ2770'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AJ2770'RECOVERED IN GOOD CONDITION.
 AJ2770
 AJ2770                          STATION RECOVERY (2006)
 AJ2770
 AJ2770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PWM)
 AJ2770'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2844 ***********************************************************************
 AJ2844  DESIGNATION -  COO62 1A
 AJ2844  PID         -  AJ2844
 AJ2844  STATE/COUNTY-  IL/COOK
 AJ2844  USGS QUAD   -  STREAMWOOD (1993)
 AJ2844
 AJ2844                         *CURRENT SURVEY CONTROL
 AJ2844  ___________________________________________________________________
 AJ2844* NAD 83(1997)-  42 06 36.51844(N)    088 10 12.31490(W)     ADJUSTED  
 AJ2844* NAVD 88     -       268.7    (meters)     882.     (feet)  GPS OBS   
 AJ2844  ___________________________________________________________________
 AJ2844  X           -     151,327.754 (meters)                     COMP
 AJ2844  Y           -  -4,736,561.582 (meters)                     COMP
 AJ2844  Z           -   4,254,845.333 (meters)                     COMP
 AJ2844  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AJ2844  ELLIP HEIGHT-         235.04  (meters)          (02/03/05) GPS OBS
 AJ2844  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AJ2844
 AJ2844  HORZ ORDER  -  FIRST
 AJ2844  ELLP ORDER  -  FOURTH    CLASS II
 AJ2844
 AJ2844.The horizontal coordinates were established by GPS observations
 AJ2844.and adjusted by the National Geodetic Survey in April 2001..
 AJ2844
 AJ2844.The orthometric height was determined by GPS observations and a
 AJ2844.high-resolution geoid model.
 AJ2844
 AJ2844.Photographs are available for this station.
 AJ2844
 AJ2844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2844
 AJ2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2844
 AJ2844.The ellipsoidal height was determined by GPS observations
 AJ2844.and is referenced to NAD 83.
 AJ2844
 AJ2844.The geoid height was determined by GEOID03.
 AJ2844
 AJ2844;                    North         East     Units Scale Factor Converg.
 AJ2844;SPC IL E     -   604,349.376   313,501.359   MT  0.99997724   +0 06 34.1
 AJ2844;SPC IL E     - 1,982,769.58  1,028,545.71   sFT  0.99997724   +0 06 34.1
 AJ2844;UTM  16      - 4,662,667.917   403,262.739   MT  0.99971515   -0 47 04.8
 AJ2844
 AJ2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2844!SPC IL E     -   0.99996314  x   0.99997724  =   0.99994038
 AJ2844!UTM  16      -   0.99996314  x   0.99971515  =   0.99967830
 AJ2844
 AJ2844:                Primary Azimuth Mark                     Grid Az
 AJ2844:SPC IL E     -  COO62 1B                                 129 45 46.5
 AJ2844:UTM  16      -  COO62 1B                                 130 39 25.4
 AJ2844
 AJ2844|---------------------------------------------------------------------|
 AJ2844| PID    Reference Object                     Distance      Geod. Az  |
 AJ2844|                                                           dddmmss.s |
 AJ2844| AJ2840 COO62 1B                            APPROX. 0.8 KM 1295220.6 |
 AJ2844|---------------------------------------------------------------------|
 AJ2844
 AJ2844                          SUPERSEDED SURVEY CONTROL
 AJ2844
 AJ2844  ELLIP H (04/23/01)  235.06   (m)                       GP(       ) 3 1
 AJ2844
 AJ2844.Superseded values are not recommended for survey control.
 AJ2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2844.See file dsdata.txt to determine how the superseded data were derived.
 AJ2844
 AJ2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0326362668(NAD 83)
 AJ2844_MARKER: I = METAL ROD
 AJ2844_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2844+WITH SETTING: INFORMATION.
 AJ2844_STAMPING: COO62-1A
 AJ2844_MARK LOGO: ILDT  
 AJ2844_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2844_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2844+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 AJ2844_ROD/PIPE-DEPTH:  2.4 meters
 AJ2844_SLEEVE-DEPTH  :  0.9 meters
 AJ2844
 AJ2844  HISTORY     - Date     Condition        Report By
 AJ2844  HISTORY     - 20000613 MONUMENTED       SECI
 AJ2844
 AJ2844                          STATION DESCRIPTION
 AJ2844
 AJ2844'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2844'STATION IS LOCATED APPROXIMATELY 1.8 MI NORTHWEST OF SOUTH
 AJ2844'BARRINGTON IN SECTION 22, T42N, R9E.  TO REACH FROM THE JUNCTION OF
 AJ2844'IL RT 62 AND RT 59 PROCEED EAST ON RT 62 FOR 0.4 MI TO THE STATION
 AJ2844'LOCATED 29.5 FT NORTHEAST OF THE CENTERLINE OF RT 62  AT THE
 AJ2844'SOUTHEAST CORNER OF INTERSECTION OF RT 62 AND PALATINE RD ACROSS
 AJ2844'FROM CRABTREE TRAILS SUBDIVISION.  STATION IS 159 FT NORTH
 AJ2844'NORTHEAST OF PK NAIL IN POWER POLE (PP) LOCATED SOUTH OF RT 62, 40.8
 AJ2844'FT SOUTH SOUTHEAST OF PK NAIL IN PP, 21 FT SOUTHEAST OF THE FOREST
 AJ2844'PRESERVE OF COOK COUNTY SIGN, 10 FT NORTHEAST OF THE BACK OF CURB
 AJ2844'OF RT 62, AND 21 FT SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AJ2844'NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT
 AJ2844'IS 0.40 FT BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AJ2844'PK NAILS WERE SET IN WOOD PHYSICAL TIES. (MH)
 AJ2844' 
 AJ2844' 
 AJ2844' 
 AJ2844' 
 AJ2844' 
 AJ2844' 
 AJ2844' 
 AJ2844'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2840 ***********************************************************************
 AJ2840  DESIGNATION -  COO62 1B
 AJ2840  PID         -  AJ2840
 AJ2840  STATE/COUNTY-  IL/COOK
 AJ2840  USGS QUAD   -  STREAMWOOD (1993)
 AJ2840
 AJ2840                         *CURRENT SURVEY CONTROL
 AJ2840  ___________________________________________________________________
 AJ2840* NAD 83(1997)-  42 06 20.84155(N)    088 09 47.11306(W)     ADJUSTED  
 AJ2840* NAVD 88     -       265.3    (meters)     870.     (feet)  GPS OBS   
 AJ2840  ___________________________________________________________________
 AJ2840  X           -     151,916.793 (meters)                     COMP
 AJ2840  Y           -  -4,736,864.767 (meters)                     COMP
 AJ2840  Z           -   4,254,484.240 (meters)                     COMP
 AJ2840  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AJ2840  ELLIP HEIGHT-         231.71  (meters)          (04/23/01) GPS OBS
 AJ2840  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AJ2840
 AJ2840  HORZ ORDER  -  FIRST
 AJ2840  ELLP ORDER  -  THIRD     CLASS I
 AJ2840
 AJ2840.The horizontal coordinates were established by GPS observations
 AJ2840.and adjusted by the National Geodetic Survey in April 2001..
 AJ2840
 AJ2840.The orthometric height was determined by GPS observations and a
 AJ2840.high-resolution geoid model.
 AJ2840
 AJ2840.Photographs are available for this station.
 AJ2840
 AJ2840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2840
 AJ2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2840
 AJ2840.The ellipsoidal height was determined by GPS observations
 AJ2840.and is referenced to NAD 83.
 AJ2840
 AJ2840.The geoid height was determined by GEOID03.
 AJ2840
 AJ2840;                    North         East     Units Scale Factor Converg.
 AJ2840;SPC IL E     -   603,866.818   314,081.305   MT  0.99997744   +0 06 50.9
 AJ2840;SPC IL E     - 1,981,186.39  1,030,448.41   sFT  0.99997744   +0 06 50.9
 AJ2840;UTM  16      - 4,662,176.498   403,834.933   MT  0.99971379   -0 46 47.7
 AJ2840
 AJ2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2840!SPC IL E     -   0.99996366  x   0.99997744  =   0.99994110
 AJ2840!UTM  16      -   0.99996366  x   0.99971379  =   0.99967746
 AJ2840
 AJ2840:                Primary Azimuth Mark                     Grid Az
 AJ2840:SPC IL E     -  COO62 1A                                 309 45 46.6
 AJ2840:UTM  16      -  COO62 1A                                 310 39 25.2
 AJ2840
 AJ2840|---------------------------------------------------------------------|
 AJ2840| PID    Reference Object                     Distance      Geod. Az  |
 AJ2840|                                                           dddmmss.s |
 AJ2840| AJ2844 COO62 1A                            APPROX. 0.8 KM 3095237.5 |
 AJ2840|---------------------------------------------------------------------|
 AJ2840
 AJ2840                          SUPERSEDED SURVEY CONTROL
 AJ2840
 AJ2840.No superseded survey control is available for this station.
 AJ2840
 AJ2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0383562176(NAD 83)
 AJ2840_MARKER: I = METAL ROD
 AJ2840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2840_STAMPING: COO62-1B
 AJ2840_MARK LOGO: ILDT  
 AJ2840_PROJECTION: FLUSH
 AJ2840_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2840+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2000
 AJ2840_ROD/PIPE-DEPTH:  3.7 meters
 AJ2840_SLEEVE-DEPTH  :  0.9 meters
 AJ2840
 AJ2840  HISTORY     - Date     Condition        Report By
 AJ2840  HISTORY     - 20000613 MONUMENTED       SECI
 AJ2840
 AJ2840                          STATION DESCRIPTION
 AJ2840
 AJ2840'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2840'STATION IS LOCATED APPROXIMATELY  1.2 MI NORTH OF SOUTH
 AJ2840'BARRINGTON IN SECTION 22, T42N, R9E.  TO REACH FROM THE JUNCTION OF
 AJ2840'IL RT 62 AND RT 59 PROCEED EAST ON RT 62 FOR 0.9 MI TO THE STATION
 AJ2840'LOCATED 46.4 FT SOUTH OF THE CENTERLINE OF IL RT 62 AND 0.48 MI EAST
 AJ2840'OF PALATINE RD.  STATION IS 244 FT WEST OF PK NAIL IN POWER POLE (PP),
 AJ2840'65 FT WEST OF PK NAIL IN PP, 116 FT EAST OF PK NAIL IN PP, 55 FT WEST
 AJ2840'OF
 AJ2840'CENTERLINE OF A PAVED ENTRANCE TO A FIELD, 21 FT SOUTH OF THE EDGE
 AJ2840'OF PAVEMENT OF RT 62, AND 2 FT NORTH OF AN ORANGE FIBERGLASS
 AJ2840'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2840'CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2840'PHYSICAL TIES.  (MH)
 AJ2840' 
 AJ2840' 
 AJ2840' 
 AJ2840' 
 AJ2840' 
 AJ2840' 
 AJ2840' 
 AJ2840'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2809 ***********************************************************************
 AJ2809  DESIGNATION -  COO64 1A
 AJ2809  PID         -  AJ2809
 AJ2809  STATE/COUNTY-  IL/COOK
 AJ2809  USGS QUAD   -  RIVER FOREST (1997)
 AJ2809
 AJ2809                         *CURRENT SURVEY CONTROL
 AJ2809  ___________________________________________________________________
 AJ2809* NAD 83(1997)-  41 54 30.12182(N)    087 50 48.81876(W)     ADJUSTED  
 AJ2809* NAVD 88     -       192.3    (meters)     631.     (feet)  GPS OBS   
 AJ2809  ___________________________________________________________________
 AJ2809  X           -     178,604.559 (meters)                     COMP
 AJ2809  Y           -  -4,750,565.199 (meters)                     COMP
 AJ2809  Z           -   4,238,140.859 (meters)                     COMP
 AJ2809  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AJ2809  ELLIP HEIGHT-         158.85  (meters)          (04/23/01) GPS OBS
 AJ2809  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2809
 AJ2809  HORZ ORDER  -  FIRST
 AJ2809  ELLP ORDER  -  THIRD     CLASS I
 AJ2809
 AJ2809.The horizontal coordinates were established by GPS observations
 AJ2809.and adjusted by the National Geodetic Survey in April 2001..
 AJ2809
 AJ2809.The orthometric height was determined by GPS observations and a
 AJ2809.high-resolution geoid model.
 AJ2809
 AJ2809.Photographs are available for this station.
 AJ2809
 AJ2809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2809
 AJ2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2809
 AJ2809.The ellipsoidal height was determined by GPS observations
 AJ2809.and is referenced to NAD 83.
 AJ2809
 AJ2809.The geoid height was determined by GEOID03.
 AJ2809
 AJ2809;                    North         East     Units Scale Factor Converg.
 AJ2809;SPC IL E     -   582,039.420   340,358.673   MT  0.99999503   +0 19 29.7
 AJ2809;SPC IL E     - 1,909,574.33  1,116,660.08   sFT  0.99999503   +0 19 29.7
 AJ2809;UTM  16      - 4,639,949.161   429,761.430   MT  0.99966071   -0 33 56.5
 AJ2809
 AJ2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2809!SPC IL E     -   0.99997509  x   0.99999503  =   0.99997012
 AJ2809!UTM  16      -   0.99997509  x   0.99966071  =   0.99963580
 AJ2809
 AJ2809:                Primary Azimuth Mark                     Grid Az
 AJ2809:SPC IL E     -  COO64 1B                                 092 28 05.9
 AJ2809:UTM  16      -  COO64 1B                                 093 21 32.1
 AJ2809
 AJ2809|---------------------------------------------------------------------|
 AJ2809| PID    Reference Object                     Distance      Geod. Az  |
 AJ2809|                                                           dddmmss.s |
 AJ2809| AJ2805 COO64 1B                            APPROX. 0.7 KM 0924735.6 |
 AJ2809|---------------------------------------------------------------------|
 AJ2809
 AJ2809                          SUPERSEDED SURVEY CONTROL
 AJ2809
 AJ2809.No superseded survey control is available for this station.
 AJ2809
 AJ2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2976139949(NAD 83)
 AJ2809_MARKER: I = METAL ROD
 AJ2809_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2809_STAMPING: COO64-1A
 AJ2809_MARK LOGO: ILDT  
 AJ2809_PROJECTION: FLUSH
 AJ2809_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2809+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 AJ2809_ROD/PIPE-DEPTH:  3.7 meters
 AJ2809_SLEEVE-DEPTH  :  0.9 meters
 AJ2809
 AJ2809  HISTORY     - Date     Condition        Report By
 AJ2809  HISTORY     - 20000727 MONUMENTED       SECI
 AJ2809
 AJ2809                          STATION DESCRIPTION
 AJ2809
 AJ2809'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2809'STATION IS LOCATED APPROXIMATELY 1.8 MI SOUTHWEST OF ELMWOOD
 AJ2809'PARK IN THE CITY LIMITS OF MELROSE PARK IN SECTION 34, T42N, R12E.  TO
 AJ2809'REACH FROM THE JUNCTION OF IL RT 64  AND US RT 12/45 PROCEED EAST
 AJ2809'ON RT 64 FOR 2.1 MI TO THE STATION LOCATED 25 FT NORTH OF THE BACK
 AJ2809'OF CURB ON WESTBOUND RT 64. STATION IS 0.1 MI EAST OF GEORGE ST AND
 AJ2809'0.1 MI WEST OF 9TH AVE.  STATION IS 138.4 FT EAST OF THE CENTERLINE OF
 AJ2809'VALUE CITY ENTRANCE, 66 FT NORTHEAST OF THE TRAFFIC SIGNAL POLE,
 AJ2809'33.7 FT SOUTHWEST OF PK NAIL IN POWER POLE, 25 FT SOUTH OF BACK OF
 AJ2809'CURB OF  BITUMINOUS PARKING LOT FOR CINEMARK THEATRE, 25 FT
 AJ2809'NORTHEAST OF A VALVE VAULT, 15 FT SOUTHEAST OF A MANHOLE, AND 33.7
 AJ2809'FT SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS
 AJ2809'TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.55 FT
 AJ2809'BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2809' 
 AJ2809' 
 AJ2809' 
 AJ2809' 
 AJ2809'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2805 ***********************************************************************
 AJ2805  DESIGNATION -  COO64 1B
 AJ2805  PID         -  AJ2805
 AJ2805  STATE/COUNTY-  IL/COOK
 AJ2805  USGS QUAD   -  RIVER FOREST (1997)
 AJ2805
 AJ2805                         *CURRENT SURVEY CONTROL
 AJ2805  ___________________________________________________________________
 AJ2805* NAD 83(1997)-  41 54 29.07682(N)    087 50 20.17310(W)     ADJUSTED  
 AJ2805* NAVD 88     -       191.4    (meters)     628.     (feet)  GPS OBS   
 AJ2805  ___________________________________________________________________
 AJ2805  X           -     179,265.093 (meters)                     COMP
 AJ2805  Y           -  -4,750,561.170 (meters)                     COMP
 AJ2805  Z           -   4,238,116.236 (meters)                     COMP
 AJ2805  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AJ2805  ELLIP HEIGHT-         157.91  (meters)          (04/23/01) GPS OBS
 AJ2805  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2805
 AJ2805  HORZ ORDER  -  FIRST
 AJ2805  ELLP ORDER  -  THIRD     CLASS I
 AJ2805
 AJ2805.The horizontal coordinates were established by GPS observations
 AJ2805.and adjusted by the National Geodetic Survey in April 2001..
 AJ2805
 AJ2805.The orthometric height was determined by GPS observations and a
 AJ2805.high-resolution geoid model.
 AJ2805
 AJ2805.Photographs are available for this station.
 AJ2805
 AJ2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2805
 AJ2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2805
 AJ2805.The ellipsoidal height was determined by GPS observations
 AJ2805.and is referenced to NAD 83.
 AJ2805
 AJ2805.The geoid height was determined by GEOID03.
 AJ2805
 AJ2805;                    North         East     Units Scale Factor Converg.
 AJ2805;SPC IL E     -   582,010.954   341,019.044   MT  0.99999570   +0 19 48.8
 AJ2805;SPC IL E     - 1,909,480.94  1,118,826.65   sFT  0.99999570   +0 19 48.8
 AJ2805;UTM  16      - 4,639,910.446   430,421.058   MT  0.99965957   -0 33 37.4
 AJ2805
 AJ2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2805!SPC IL E     -   0.99997523  x   0.99999570  =   0.99997093
 AJ2805!UTM  16      -   0.99997523  x   0.99965957  =   0.99963481
 AJ2805
 AJ2805:                Primary Azimuth Mark                     Grid Az
 AJ2805:SPC IL E     -  COO64 1A                                 272 28 05.9
 AJ2805:UTM  16      -  COO64 1A                                 273 21 32.1
 AJ2805
 AJ2805|---------------------------------------------------------------------|
 AJ2805| PID    Reference Object                     Distance      Geod. Az  |
 AJ2805|                                                           dddmmss.s |
 AJ2805| AJ2809 COO64 1A                            APPROX. 0.7 KM 2724754.7 |
 AJ2805|---------------------------------------------------------------------|
 AJ2805
 AJ2805                          SUPERSEDED SURVEY CONTROL
 AJ2805
 AJ2805.No superseded survey control is available for this station.
 AJ2805
 AJ2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3042139910(NAD 83)
 AJ2805_MARKER: I = METAL ROD
 AJ2805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2805_STAMPING: COO64-1B
 AJ2805_MARK LOGO: ILDT  
 AJ2805_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2805_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2805+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 AJ2805_ROD/PIPE-DEPTH:  3.7 meters
 AJ2805_SLEEVE-DEPTH  :  0.9 meters
 AJ2805
 AJ2805  HISTORY     - Date     Condition        Report By
 AJ2805  HISTORY     - 20000727 MONUMENTED       SECI
 AJ2805
 AJ2805                          STATION DESCRIPTION
 AJ2805
 AJ2805'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2805'STATION IS LOCATED APPROXIMATELY 1.5 NORTHWEST OF RIVER FOREST
 AJ2805'WITHIN THE CITY LIMITS OF MELROSE PARK IN SECTION 2, T39N, R12E.  TO
 AJ2805'REACH FROM THE JUNCTION OF IL RT 64 AND IL RT 43 PROCEED WEST ON RT
 AJ2805'64 FOR 1.7 MI TO THE STATION LOCATED 39 FT SOUTH OF THE BACK OF CURB
 AJ2805'OF IL RT 64 AND 200 FT EAST OF 5TH AVE.  STATION IS LOCATED ON THE
 AJ2805'GROUNDS OF THE MAYWOOD PARK HORSE RACE TRACK 300 FT WEST OF
 AJ2805'THE RAILROAD TRACK BRIDGE, 222.8 FT SOUTHEAST OF PK NAIL IN POWER
 AJ2805'POLE (PP), 178.7 FT SOUTH SOUTHWEST OF PK NAIL IN PP, 177.3 FT SOUTH
 AJ2805'OF
 AJ2805'PK NAIL IN PP, 90 FT SOUTHWEST OF A MANHOLE, 37 FT SOUTHWEST OF A
 AJ2805'LIGHT POLE, 31 FT SOUTH OF THE SIDEWALK ALONG IL RT 64, 17 FT NORTH
 AJ2805'OF THE STEEL FENCE LINE, 16 FEET NORTH OF FIRE HYDRANT, AND 17 FT
 AJ2805'NORTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO
 AJ2805'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.40
 AJ2805'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2805' 
 AJ2805' 
 AJ2805' 
 AJ2805' 
 AJ2805' 
 AJ2805'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2845 ***********************************************************************
 AJ2845  DESIGNATION -  COO94 1A
 AJ2845  PID         -  AJ2845
 AJ2845  STATE/COUNTY-  IL/COOK
 AJ2845  USGS QUAD   -  PARK RIDGE (1995)
 AJ2845
 AJ2845                         *CURRENT SURVEY CONTROL
 AJ2845  ___________________________________________________________________
 AJ2845* NAD 83(1997)-  42 06 39.77125(N)    087 46 29.13802(W)     ADJUSTED  
 AJ2845* NAVD 88     -       190.5    (meters)     625.     (feet)  GPS OBS   
 AJ2845  ___________________________________________________________________
 AJ2845  X           -     184,000.141 (meters)                     COMP
 AJ2845  Y           -  -4,735,279.336 (meters)                     COMP
 AJ2845  Z           -   4,254,867.205 (meters)                     COMP
 AJ2845  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AJ2845  ELLIP HEIGHT-         156.62  (meters)          (04/23/01) GPS OBS
 AJ2845  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AJ2845
 AJ2845  HORZ ORDER  -  FIRST
 AJ2845  ELLP ORDER  -  THIRD     CLASS I
 AJ2845
 AJ2845.The horizontal coordinates were established by GPS observations
 AJ2845.and adjusted by the National Geodetic Survey in April 2001..
 AJ2845
 AJ2845.The orthometric height was determined by GPS observations and a
 AJ2845.high-resolution geoid model.
 AJ2845
 AJ2845.Photographs are available for this station.
 AJ2845
 AJ2845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2845
 AJ2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2845
 AJ2845.The ellipsoidal height was determined by GPS observations
 AJ2845.and is referenced to NAD 83.
 AJ2845
 AJ2845.The geoid height was determined by GEOID03.
 AJ2845
 AJ2845;                    North         East     Units Scale Factor Converg.
 AJ2845;SPC IL E     -   604,587.843   346,196.551   MT  1.00000125   +0 22 28.4
 AJ2845;SPC IL E     - 1,983,551.95  1,135,813.18   sFT  1.00000125   +0 22 28.4
 AJ2845;UTM  16      - 4,662,396.236   435,947.652   MT  0.99965048   -0 31 10.4
 AJ2845
 AJ2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2845!SPC IL E     -   0.99997544  x   1.00000125  =   0.99997669
 AJ2845!UTM  16      -   0.99997544  x   0.99965048  =   0.99962592
 AJ2845
 AJ2845:                Primary Azimuth Mark                     Grid Az
 AJ2845:SPC IL E     -  COO94 1B                                 151 00 49.5
 AJ2845:UTM  16      -  COO94 1B                                 151 54 28.3
 AJ2845
 AJ2845|---------------------------------------------------------------------|
 AJ2845| PID    Reference Object                     Distance      Geod. Az  |
 AJ2845|                                                           dddmmss.s |
 AJ2845| AJ2848 COO94 1B                            APPROX. 0.6 KM 1512317.9 |
 AJ2845|---------------------------------------------------------------------|
 AJ2845
 AJ2845                          SUPERSEDED SURVEY CONTROL
 AJ2845
 AJ2845.No superseded survey control is available for this station.
 AJ2845
 AJ2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3594862396(NAD 83)
 AJ2845_MARKER: I = METAL ROD
 AJ2845_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2845+WITH SETTING: INFORMATION.
 AJ2845_STAMPING: COO94-1A
 AJ2845_MARK LOGO: ILDT  
 AJ2845_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2845_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2845+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 AJ2845_ROD/PIPE-DEPTH:  2.4 meters
 AJ2845_SLEEVE-DEPTH  :  0.9 meters
 AJ2845
 AJ2845  HISTORY     - Date     Condition        Report By
 AJ2845  HISTORY     - 20000614 MONUMENTED       SECI
 AJ2845  HISTORY     - 20031204 GOOD             INDIV
 AJ2845  HISTORY     - 20051019 GOOD             GEWALT
 AJ2845
 AJ2845                          STATION DESCRIPTION
 AJ2845
 AJ2845'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2845'STATION IS LOCATED WITHIN THE CITY OF NORTHFIELD APPROXIMATELY 3.2
 AJ2845'MI SOUTHEAST OF NORTHBROOK,  IN SECTION 24, T42N, R12E.  TO REACH
 AJ2845'FROM THE JUNCTION OF INTERSTATE 94 AND IL RT 68 PROCEED EAST ON
 AJ2845'INTERSTATE 94 FOR 1.5 MI TO TOWER RD. THEN EXIT ON TOWER ROAD TO
 AJ2845'WEST.  PROCEED WEST ON TOWER ROAD TO SKOKIE BLVD AND TAKE
 AJ2845'SKOKIE BLVD SOUTH FOR 0.4 MI  TO THE STATION 25.0 FT EAST OF THE
 AJ2845'CENTERLINE OF SKOKIE BLVD, LOCATED 0.43 MI NORTH OF CENTRAL
 AJ2845'AVENUE.  STATION IS 150 FT NORTH OF AN OVERHEAD DIGITAL TRAFFIC
 AJ2845'REPORT SIGN LOCATED OVER  INTERSTATE 94, 60 FT SOUTH OF CENTERLINE
 AJ2845'OF THE ENTRANCE TO THE FIELDS BMW DEALER, 63 FT NORTH OF A COMED
 AJ2845'PEDESTAL, 25.9 FT SOUTHEAST OF A PK NAIL LOCATED IN THE PAVEMENT OF
 AJ2845'SKOKIE BLVD, 14 FT EAST OF THE EDGE OF PAVEMENT OF SKOKIE BLVD, 2 FT
 AJ2845'WEST OF CHAIN LINK FENCE, AND 2 FT WEST OF AN ORANGE FIBERGLASS
 AJ2845'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2845'CAP.  DATUM POINT IS 0.55 FT BELOW CAP.  THE ROD WAS DRIVEN TO
 AJ2845'REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2845'(WB)
 AJ2845' 
 AJ2845' 
 AJ2845' 
 AJ2845' 
 AJ2845' 
 AJ2845' 
 AJ2845' 
 AJ2845' 
 AJ2845' 
 AJ2845' 
 AJ2845'
 AJ2845
 AJ2845                          STATION RECOVERY (2003)
 AJ2845
 AJ2845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TBW)
 AJ2845'RECOVERED AS DESCRIBED
 AJ2845
 AJ2845                          STATION RECOVERY (2005)
 AJ2845
 AJ2845'RECOVERY NOTE BY GEWALT-HAMILTON 2005 (LSM)
 AJ2845'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2848 ***********************************************************************
 AJ2848  DESIGNATION -  COO94 1B
 AJ2848  PID         -  AJ2848
 AJ2848  STATE/COUNTY-  IL/COOK
 AJ2848  USGS QUAD   -  PARK RIDGE (1995)
 AJ2848
 AJ2848                         *CURRENT SURVEY CONTROL
 AJ2848  ___________________________________________________________________
 AJ2848* NAD 83(1997)-  42 06 24.06841(N)    087 46 17.63524(W)     ADJUSTED  
 AJ2848* NAVD 88     -       191.2    (meters)     627.     (feet)  GPS OBS   
 AJ2848  ___________________________________________________________________
 AJ2848  X           -     184,276.868 (meters)                     COMP
 AJ2848  Y           -  -4,735,594.286 (meters)                     COMP
 AJ2848  Z           -   4,254,508.282 (meters)                     COMP
 AJ2848  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AJ2848  ELLIP HEIGHT-         157.40  (meters)          (04/23/01) GPS OBS
 AJ2848  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AJ2848
 AJ2848  HORZ ORDER  -  FIRST
 AJ2848  ELLP ORDER  -  THIRD     CLASS I
 AJ2848
 AJ2848.The horizontal coordinates were established by GPS observations
 AJ2848.and adjusted by the National Geodetic Survey in April 2001..
 AJ2848
 AJ2848.The orthometric height was determined by GPS observations and a
 AJ2848.high-resolution geoid model.
 AJ2848
 AJ2848.Photographs are available for this station.
 AJ2848
 AJ2848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2848
 AJ2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2848
 AJ2848.The ellipsoidal height was determined by GPS observations
 AJ2848.and is referenced to NAD 83.
 AJ2848
 AJ2848.The geoid height was determined by GEOID03.
 AJ2848
 AJ2848;                    North         East     Units Scale Factor Converg.
 AJ2848;SPC IL E     -   604,105.085   346,463.997   MT  1.00000155   +0 22 36.0
 AJ2848;SPC IL E     - 1,981,968.10  1,136,690.63   sFT  1.00000155   +0 22 36.0
 AJ2848;UTM  16      - 4,661,909.535   436,207.441   MT  0.99965007   -0 31 02.5
 AJ2848
 AJ2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2848!SPC IL E     -   0.99997531  x   1.00000155  =   0.99997686
 AJ2848!UTM  16      -   0.99997531  x   0.99965007  =   0.99962539
 AJ2848
 AJ2848:                Primary Azimuth Mark                     Grid Az
 AJ2848:SPC IL E     -  COO94 1A                                 331 00 49.6
 AJ2848:UTM  16      -  COO94 1A                                 331 54 28.1
 AJ2848
 AJ2848|---------------------------------------------------------------------|
 AJ2848| PID    Reference Object                     Distance      Geod. Az  |
 AJ2848|                                                           dddmmss.s |
 AJ2848| AJ2845 COO94 1A                            APPROX. 0.6 KM 3312325.6 |
 AJ2848|---------------------------------------------------------------------|
 AJ2848
 AJ2848                          SUPERSEDED SURVEY CONTROL
 AJ2848
 AJ2848.No superseded survey control is available for this station.
 AJ2848
 AJ2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3620761910(NAD 83)
 AJ2848_MARKER: I = METAL ROD
 AJ2848_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2848_STAMPING: COO94-1B
 AJ2848_MARK LOGO: ILDT  
 AJ2848_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2848_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2848+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 AJ2848_ROD/PIPE-DEPTH:  4.9 meters
 AJ2848_SLEEVE-DEPTH  :  0.9 meters
 AJ2848
 AJ2848  HISTORY     - Date     Condition        Report By
 AJ2848  HISTORY     - 20000614 MONUMENTED       SECI
 AJ2848  HISTORY     - 20031204 GOOD             INDIV
 AJ2848  HISTORY     - 20051019 GOOD             GEWALT
 AJ2848
 AJ2848                          STATION DESCRIPTION
 AJ2848
 AJ2848'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2848'STATION IS LOCATED WITHIN THE CITY OF NORTHFIELD APPROXIMATELY 3.5
 AJ2848'MI SOUTHEAST OF NORTHBROOK IN SECTION 25, T43N, R13E.  TO REACH
 AJ2848'FROM THE JUNCTION OF INTERSTATE 94 AND IL RT 68 PROCEED EAST ON
 AJ2848'INTERSTATE 94 FOR 1.5 MILES TO TOWER RD AND EXIT TOWER ROAD TO
 AJ2848'THE WEST.  PROCEED WEST ON TOWER ROAD TO SKOKIE BLVD.  AND TAKE
 AJ2848'SKOKIE BLVD SOUTH FOR 0.7 MI TO THE STATION 25.5 FT EAST OF THE
 AJ2848'CENTERLINE OF SKOKIE BLVD, LOCATED 0.1 MI NORTH OF CENTRAL AVENUE.
 AJ2848'STATION IS 55 FT NORTH OF CENTERLINE OF THE ENTRANCE TO WILLOW
 AJ2848'HILL EXECUTIVE CENTER (ADDRESS 540), 60.4 FT NORTH NORTHEAST OF
 AJ2848'THE PK NAIL IN THE PAVEMENT, LOCATED EAST OF THE ENTRANCE TO
 AJ2848'WILLOW CREEK EXECUTIVE CENTER, 9.5 FT SOUTHEAST OF A MANHOLE, 15
 AJ2848'FT EAST OF THE EDGE OF PAVEMENT OF SKOKIE BLVD, 2 FT WEST OF THE
 AJ2848'CHAIN LINK FENCE LINE, AND 2 FT WEST OF AN ORANGE FIBERGLASS
 AJ2848'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2848'CAP.  DATUM POINT IS 0.70 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2848'PHYSICAL TIES. (WB)
 AJ2848' 
 AJ2848' 
 AJ2848' 
 AJ2848' 
 AJ2848' 
 AJ2848' 
 AJ2848' 
 AJ2848' 
 AJ2848'
 AJ2848
 AJ2848                          STATION RECOVERY (2003)
 AJ2848
 AJ2848'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TBW)
 AJ2848'RECOVERED AS DESCRIBED
 AJ2848
 AJ2848                          STATION RECOVERY (2005)
 AJ2848
 AJ2848'RECOVERY NOTE BY GEWALT-HAMILTON 2005 (LSM)
 AJ2848'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2786 ***********************************************************************
 AJ2786  DESIGNATION -  COO94 2
 AJ2786  PID         -  AJ2786
 AJ2786  STATE/COUNTY-  IL/COOK
 AJ2786  USGS QUAD   -  ENGLEWOOD (1997)
 AJ2786
 AJ2786                         *CURRENT SURVEY CONTROL
 AJ2786  ___________________________________________________________________
 AJ2786* NAD 83(1997)-  41 46 27.91689(N)    087 37 33.84942(W)     ADJUSTED  
 AJ2786* NAVD 88     -       181.4    (meters)     595.     (feet)  GPS OBS   
 AJ2786  ___________________________________________________________________
 AJ2786  X           -     197,323.183 (meters)                     COMP
 AJ2786  Y           -  -4,759,749.426 (meters)                     COMP
 AJ2786  Z           -   4,227,049.747 (meters)                     COMP
 AJ2786  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AJ2786  ELLIP HEIGHT-         147.94  (meters)          (04/23/01) GPS OBS
 AJ2786  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AJ2786
 AJ2786  HORZ ORDER  -  FIRST
 AJ2786  ELLP ORDER  -  THIRD     CLASS I
 AJ2786
 AJ2786.The horizontal coordinates were established by GPS observations
 AJ2786.and adjusted by the National Geodetic Survey in April 2001..
 AJ2786
 AJ2786.The orthometric height was determined by GPS observations and a
 AJ2786.high-resolution geoid model.
 AJ2786
 AJ2786.Photographs are available for this station.
 AJ2786
 AJ2786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2786
 AJ2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2786
 AJ2786.The ellipsoidal height was determined by GPS observations
 AJ2786.and is referenced to NAD 83.
 AJ2786
 AJ2786.The geoid height was determined by GEOID03.
 AJ2786
 AJ2786;                    North         East     Units Scale Factor Converg.
 AJ2786;SPC IL E     -   567,289.761   358,802.565   MT  1.00001753   +0 28 16.3
 AJ2786;SPC IL E     - 1,861,183.16  1,177,171.42   sFT  1.00001753   +0 28 16.3
 AJ2786;UTM  16      - 4,624,920.370   447,967.593   MT  0.99963331   -0 25 01.5
 AJ2786
 AJ2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2786!SPC IL E     -   0.99997680  x   1.00001753  =   0.99999433
 AJ2786!UTM  16      -   0.99997680  x   0.99963331  =   0.99961012
 AJ2786
 AJ2786                          SUPERSEDED SURVEY CONTROL
 AJ2786
 AJ2786.No superseded survey control is available for this station.
 AJ2786
 AJ2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4796824920(NAD 83)
 AJ2786_MARKER: I = METAL ROD
 AJ2786_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2786_STAMPING: COO94-2
 AJ2786_MARK LOGO: ILDT  
 AJ2786_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2786_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2786+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 AJ2786_ROD/PIPE-DEPTH:  6.1 meters
 AJ2786_SLEEVE-DEPTH  :  0.9 meters
 AJ2786
 AJ2786  HISTORY     - Date     Condition        Report By
 AJ2786  HISTORY     - 20000628 MONUMENTED       SECI
 AJ2786
 AJ2786                          STATION DESCRIPTION
 AJ2786
 AJ2786'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2786'STATION IS LOCATED WITHIN THE CITY OF CHICAGO APPROXIMATELY 4.7 MI
 AJ2786'NORTHEAST OF EVERGREEN PARK SECTION 21, T38N, R14E.  TO REACH
 AJ2786'FROM THE JUNCTION OF INTERSTATE 94 AND US RT 12/20, PROCEED NORTH
 AJ2786'ALONG I-94 WESTBOUND APPROXIMATELY 4.1 MI TO THE STATION LOCATED
 AJ2786'60 FT EAST OF THE BACK OF CURB OF THE WESTBOUND LANES OF I-94.
 AJ2786'STATION IS 0.1 MI NORTH OF MARQUETTE STREET (6700 SOUTH), 250 FT
 AJ2786'WEST OF STATE STREET, 110 FT SOUTH OF THE EXIT RAMP FROM I-94
 AJ2786'EASTBOUND TO INTERSTATE 90(SKYWAY) EASTBOUND AND NEAR I-94 MILE
 AJ2786'MARKER 59.23.  STATION IS 63.2 FT NORTHEAST OF A PK NAIL SET IN THE
 AJ2786'BITUMINOUS SHOULDER OF I-94, 74.4 FT NORTHWEST OF A 12 INCH
 AJ2786'DECIDUOUS TREE AND IS JUST BELOW THE TOP OF A SLOPE, EAST AND
 AJ2786'ABOVE I-94.  STATION MAY BE REACHED FROM STATE STREET OR I-94
 AJ2786'WESTBOUND.  STATION IS 2.0 FT WEST OF AN ORANGE FIBERGLASS
 AJ2786'WITNESS POST.NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2786'CAP.  DATUM POINT
 AJ2786'IS 0.3 FT BELOW CAP. (WB)
 AJ2786' 
 AJ2786' 
 AJ2786' 
 AJ2786' 
 AJ2786' 
 AJ2786' 
 AJ2786' 
 AJ2786'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2777 ***********************************************************************
 AJ2777  DESIGNATION -  COO94 3A
 AJ2777  PID         -  AJ2777
 AJ2777  STATE/COUNTY-  IL/COOK
 AJ2777  USGS QUAD   -  LAKE CALUMET (1997)
 AJ2777
 AJ2777                         *CURRENT SURVEY CONTROL
 AJ2777  ___________________________________________________________________
 AJ2777* NAD 83(1997)-  41 40 54.01980(N)    087 36 07.38376(W)     ADJUSTED  
 AJ2777* NAVD 88     -       178.1    (meters)     584.     (feet)  GPS OBS   
 AJ2777  ___________________________________________________________________
 AJ2777  X           -     199,605.222 (meters)                     COMP
 AJ2777  Y           -  -4,766,514.558 (meters)                     COMP
 AJ2777  Z           -   4,219,359.228 (meters)                     COMP
 AJ2777  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AJ2777  ELLIP HEIGHT-         144.59  (meters)          (04/23/01) GPS OBS
 AJ2777  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AJ2777
 AJ2777  HORZ ORDER  -  FIRST
 AJ2777  ELLP ORDER  -  THIRD     CLASS I
 AJ2777
 AJ2777.The horizontal coordinates were established by GPS observations
 AJ2777.and adjusted by the National Geodetic Survey in April 2001..
 AJ2777
 AJ2777.The orthometric height was determined by GPS observations and a
 AJ2777.high-resolution geoid model.
 AJ2777
 AJ2777.Photographs are available for this station.
 AJ2777
 AJ2777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2777
 AJ2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2777
 AJ2777.The ellipsoidal height was determined by GPS observations
 AJ2777.and is referenced to NAD 83.
 AJ2777
 AJ2777.The geoid height was determined by GEOID03.
 AJ2777
 AJ2777;                    North         East     Units Scale Factor Converg.
 AJ2777;SPC IL E     -   557,005.155   360,886.991   MT  1.00002060   +0 29 10.7
 AJ2777;SPC IL E     - 1,827,441.08  1,184,010.07   sFT  1.00002060   +0 29 10.7
 AJ2777;UTM  16      - 4,614,608.704   449,891.728   MT  0.99963090   -0 24 01.3
 AJ2777
 AJ2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2777!SPC IL E     -   0.99997732  x   1.00002060  =   0.99999792
 AJ2777!UTM  16      -   0.99997732  x   0.99963090  =   0.99960823
 AJ2777
 AJ2777:                Primary Azimuth Mark                     Grid Az
 AJ2777:SPC IL E     -  COO94 3B                                 177 11 52.9
 AJ2777:UTM  16      -  COO94 3B                                 178 05 04.9
 AJ2777
 AJ2777|---------------------------------------------------------------------|
 AJ2777| PID    Reference Object                     Distance      Geod. Az  |
 AJ2777|                                                           dddmmss.s |
 AJ2777| AJ2776 COO94 3B                            APPROX. 0.7 KM 1774103.6 |
 AJ2777|---------------------------------------------------------------------|
 AJ2777
 AJ2777                          SUPERSEDED SURVEY CONTROL
 AJ2777
 AJ2777.No superseded survey control is available for this station.
 AJ2777
 AJ2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4989214609(NAD 83)
 AJ2777_MARKER: I = METAL ROD
 AJ2777_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2777+WITH SETTING: INFORMATION.
 AJ2777_STAMPING: COO94-3A
 AJ2777_MARK LOGO: ILDT  
 AJ2777_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2777_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2777+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 AJ2777_ROD/PIPE-DEPTH:  1.2 meters
 AJ2777_SLEEVE-DEPTH  :  0.9 meters
 AJ2777
 AJ2777  HISTORY     - Date     Condition        Report By
 AJ2777  HISTORY     - 20000628 MONUMENTED       SECI
 AJ2777
 AJ2777                          STATION DESCRIPTION
 AJ2777
 AJ2777'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2777'STATION IS LOCATED WITHIN THE CITY OF CHICAGO APPROXIMATELY 3.0 MI
 AJ2777'NORTHEAST OF CALUMET PARK IN SECTION 22, T37N, R14E.  TO REACH FROM
 AJ2777'THE JUNCTION OF US RT 12/20 AND INTERSTATE 94 PROCEED SOUTH ON I-94
 AJ2777'EASTBOUND 3.8 MI TO THE STATION LOCATED 21.0 FT WEST OF
 AJ2777'EDGE-OF-PAVEMENT OF I-94 EASTBOUND.  STATION IS LOCATED 0.25 MI
 AJ2777'SOUTH OF 115TH ST, 230 FT SOUTH OF AGGREGATE ENTRANCE OFF OF EAST
 AJ2777'120TH ST(FRONTAGE RD),  90 FT SOUTH OF MILE MARKER 67.02, 130 FT
 AJ2777'NORTH OF MILE MARKER 67.05, 2.5 FT EAST OF CHAIN LINK FENCE, AND 2.5
 AJ2777'FT
 AJ2777'EAST OF ORANGE FIBERGLASS WITNESS POST.  STATION MAY BE REACHED
 AJ2777'FROM I-94 EASTBOUND OR E. 120TH STREET (FRONTAGE RD) THAT
 AJ2777'CONNECTS 115TH STREET AND 130TH STREET.  NOTE- ACCESS TO DATUM
 AJ2777'POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.50 FT BELOW CAP.
 AJ2777'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS ARE SET IN
 AJ2777'WOOD PHYSICAL TIES. (WB)
 AJ2777' 
 AJ2777' 
 AJ2777' 
 AJ2777' 
 AJ2777' 
 AJ2777' 
 AJ2777' 
 AJ2777' 
 AJ2777' 
 AJ2777' 
 AJ2777'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2776 ***********************************************************************
 AJ2776  DESIGNATION -  COO94 3B
 AJ2776  PID         -  AJ2776
 AJ2776  STATE/COUNTY-  IL/COOK
 AJ2776  USGS QUAD   -  LAKE CALUMET (1997)
 AJ2776
 AJ2776                         *CURRENT SURVEY CONTROL
 AJ2776  ___________________________________________________________________
 AJ2776* NAD 83(1997)-  41 40 32.54063(N)    087 36 06.22524(W)     ADJUSTED  
 AJ2776* NAVD 88     -       178.5    (meters)     586.     (feet)  GPS OBS   
 AJ2776  ___________________________________________________________________
 AJ2776  X           -     199,650.448 (meters)                     COMP
 AJ2776  Y           -  -4,766,954.066 (meters)                     COMP
 AJ2776  Z           -   4,218,864.594 (meters)                     COMP
 AJ2776  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AJ2776  ELLIP HEIGHT-         145.07  (meters)          (04/23/01) GPS OBS
 AJ2776  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AJ2776
 AJ2776  HORZ ORDER  -  FIRST
 AJ2776  ELLP ORDER  -  THIRD     CLASS I
 AJ2776
 AJ2776.The horizontal coordinates were established by GPS observations
 AJ2776.and adjusted by the National Geodetic Survey in April 2001..
 AJ2776
 AJ2776.The orthometric height was determined by GPS observations and a
 AJ2776.high-resolution geoid model.
 AJ2776
 AJ2776.Photographs are available for this station.
 AJ2776
 AJ2776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2776
 AJ2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2776
 AJ2776.The ellipsoidal height was determined by GPS observations
 AJ2776.and is referenced to NAD 83.
 AJ2776
 AJ2776.The geoid height was determined by GEOID03.
 AJ2776
 AJ2776;                    North         East     Units Scale Factor Converg.
 AJ2776;SPC IL E     -   556,342.718   360,919.412   MT  1.00002065   +0 29 11.3
 AJ2776;SPC IL E     - 1,825,267.73  1,184,116.44   sFT  1.00002065   +0 29 11.3
 AJ2776;UTM  16      - 4,613,946.104   449,913.886   MT  0.99963087   -0 24 00.4
 AJ2776
 AJ2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2776!SPC IL E     -   0.99997725  x   1.00002065  =   0.99999790
 AJ2776!UTM  16      -   0.99997725  x   0.99963087  =   0.99960813
 AJ2776
 AJ2776:                Primary Azimuth Mark                     Grid Az
 AJ2776:SPC IL E     -  COO94 3A                                 357 11 53.1
 AJ2776:UTM  16      -  COO94 3A                                 358 05 04.8
 AJ2776
 AJ2776|---------------------------------------------------------------------|
 AJ2776| PID    Reference Object                     Distance      Geod. Az  |
 AJ2776|                                                           dddmmss.s |
 AJ2776| AJ2777 COO94 3A                            APPROX. 0.7 KM 3574104.4 |
 AJ2776|---------------------------------------------------------------------|
 AJ2776
 AJ2776                          SUPERSEDED SURVEY CONTROL
 AJ2776
 AJ2776.No superseded survey control is available for this station.
 AJ2776
 AJ2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4991413946(NAD 83)
 AJ2776_MARKER: I = METAL ROD
 AJ2776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2776_STAMPING: COO94-3B
 AJ2776_MARK LOGO: ILDT  
 AJ2776_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2776_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2776+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2000
 AJ2776_ROD/PIPE-DEPTH:  4.9 meters
 AJ2776_SLEEVE-DEPTH  :  0.9 meters
 AJ2776
 AJ2776  HISTORY     - Date     Condition        Report By
 AJ2776  HISTORY     - 20000628 MONUMENTED       SECI
 AJ2776
 AJ2776                          STATION DESCRIPTION
 AJ2776
 AJ2776'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2776'STATION IS LOCATED WITHIN THE CITY LIMITS OF CHICAGO APPROXIMATELY
 AJ2776'2.5 MI EAST OF CALUMET PARK IN SECTION 27, T37N, R14E.  TO REACH FROM
 AJ2776'THE JUNCTION OF INTERSTATE 94 AND US RT 12/20 PROCEED SOUTH ON
 AJ2776'INTERSTATE 94 EASTBOUND FOR 4.3 MI TO THE STATION LOCATED 325 FT
 AJ2776'SOUTHWEST OF MILE MARKER 67.38.  STATION IS LOCATED 0.65 MI SOUTH OF
 AJ2776'115TH ST, 110 FT NORTHWEST OF MILE MARKER 67.46, 36 FT SOUTH OF
 AJ2776'ENTRANCE TO SHOPS WITH ADDRESS 12040 E. 120TH ST, 45.0 FT
 AJ2776'SOUTHWEST OF PK NAIL IN PAVEMENT, 48.5 FT NORTHWEST OF PK NAIL IN
 AJ2776'PAVEMENT, 3.5 FT EAST OF CHAINLINK FENCE, AND 3.5 FT EAST OF ORANGE
 AJ2776'FIBERGLASS WITNESS POST.  STATION MAY BE ACCESSED FROM E. 120TH ST
 AJ2776'WHICH IS ALSO A FRONTAGE ROAD THAT CONNECTS 115TH AND 130TH
 AJ2776'STREETS.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ2776'DATUM POINT IS 0.35 FT BELOW CAP. (WB)
 AJ2776' 
 AJ2776' 
 AJ2776' 
 AJ2776' 
 AJ2776' 
 AJ2776' 
 AJ2776' 
 AJ2776'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2739 ***********************************************************************
 ME2739  DESIGNATION -  COOK
 ME2739  PID         -  ME2739
 ME2739  STATE/COUNTY-  IL/COOK
 ME2739  USGS QUAD   -  ENGLEWOOD (1997)
 ME2739
 ME2739                         *CURRENT SURVEY CONTROL
 ME2739  ___________________________________________________________________
 ME2739* NAD 83(1997)-  41 52 18.88669(N)    087 40 28.44843(W)     ADJUSTED  
 ME2739* NAVD 88     -       235.7    (meters)     773.     (feet)  VERTCON   
 ME2739  ___________________________________________________________________
 ME2739  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 ME2739  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME2739
 ME2739  HORZ ORDER  -  FIRST
 ME2739
 ME2739.The horizontal coordinates were established by classical geodetic methods
 ME2739.and adjusted by the National Geodetic Survey in October 1999..
 ME2739
 ME2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2739
 ME2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2739
 ME2739.The geoid height was determined by GEOID03.
 ME2739
 ME2739;                    North         East     Units Scale Factor Converg.
 ME2739;SPC IL E     -   578,085.924   354,687.210   MT  1.00001179   +0 26 23.0
 ME2739;SPC IL E     - 1,896,603.57  1,163,669.62   sFT  1.00001179   +0 26 23.0
 ME2739;UTM  16      - 4,635,774.983   444,021.761   MT  0.99963856   -0 27 01.0
 ME2739
 ME2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2739!SPC IL E     -   0.99996829  x   1.00001179  =   0.99998008
 ME2739!UTM  16      -   0.99996829  x   0.99963856  =   0.99960686
 ME2739
 ME2739|---------------------------------------------------------------------|
 ME2739| PID    Reference Object                     Distance      Geod. Az  |
 ME2739|                                                           dddmmss.s |
 ME2739| ME2776 029 COC                             349.352 METERS 01344     |
 ME2739| ME2778 030 COC TPT                         255.897 METERS 32505     |
 ME2739| ME2777 030 COC                             246.308 METERS 32505     |
 ME2739|---------------------------------------------------------------------|
 ME2739
 ME2739                          SUPERSEDED SURVEY CONTROL
 ME2739
 ME2739  NAD 83(1997)-  41 52 18.88687(N)    087 40 28.44885(W) AD(       ) 1
 ME2739  NAD 83(1997)-  41 52 18.89053(N)    087 40 28.46044(W) AD(       ) 1
 ME2739  NAD 83(1986)-  41 52 18.89127(N)    087 40 28.45975(W) AD(       ) 1
 ME2739  NAD 27      -  41 52 18.77239(N)    087 40 28.26613(W) AD(       ) 1
 ME2739  NGVD 29 (07/19/86)  235.8    (m)          774.     (f) VERT ANG       
 ME2739
 ME2739.Superseded values are not recommended for survey control.
 ME2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2739.See file dsdata.txt to determine how the superseded data were derived.
 ME2739
 ME2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4402235775(NAD 83)
 ME2739_MARKER: DD = SURVEY DISK
 ME2739_SETTING: 0 = UNSPECIFIED SETTING
 ME2739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2739
 ME2739  HISTORY     - Date     Condition        Report By
 ME2739  HISTORY     - 1977     MONUMENTED       NGS
 ME2739
 ME2739                          STATION DESCRIPTION
 ME2739
 ME2739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2739'THE STATION IS LOCATED AT 1900 W POLK STREET, ATOP THE COOK
 ME2739'COUNTY SCHOOL OF NURSING BUILDING, MR. WILLIAM J. SILVERMAN,
 ME2739'DIRECTOR, COOK COUNTY HOSPITAL, 1825 W HARRISON STREET, CHICAGO,
 ME2739'TELEPHONE NUMBER 633-6000.
 ME2739'
 ME2739'STATION MARK, STAMPED---COOK 1977---, A STANDARD DISK, GLUED
 ME2739'TO THE ROOF AND COVERED BY A COPPER LINCOLN HAT THAT PROJECTS
 ME2739'3 INCHES ABOVE THE ROOF. IT IS 7.2 FEET SOUTHEAST OF THE
 ME2739'NORTHWEST CORNER OF THE BUILDING, 5.2 FEET EAST OF THE WEST
 ME2739'WALL OF THE BUILDING AND 5.0 FEET SOUTH OF THE NORTH WALL OF
 ME2739'THE BUILDING.
 ME2739'
 ME2739'STATION 029 COC OR 030 COC CAN BE USED AS AND AZIMUTH MARK.
 ME2739'
 ME2739'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 ME2739'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.71 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1407 ***********************************************************************
 NH1407  DESIGNATION -  COOK
 NH1407  PID         -  NH1407
 NH1407  STATE/COUNTY-  IL/WINNEBAGO
 NH1407  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1407
 NH1407                         *CURRENT SURVEY CONTROL
 NH1407  ___________________________________________________________________
 NH1407* NAD 83(1997)-  42 19 07.70991(N)    089 04 15.07333(W)     ADJUSTED  
 NH1407* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 NH1407  ___________________________________________________________________
 NH1407  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 NH1407  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH1407
 NH1407  HORZ ORDER  -  SECOND
 NH1407
 NH1407.The horizontal coordinates were established by classical geodetic methods
 NH1407.and adjusted by the National Geodetic Survey in October 1999..
 NH1407
 NH1407.The orthometric height was scaled from a topographic map.
 NH1407
 NH1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1407
 NH1407.The geoid height was determined by GEOID03.
 NH1407
 NH1407;                    North         East     Units Scale Factor Converg.
 NH1407;SPC IL W     -   628,074.167   790,329.567   MT  1.00004153   +0 44 16.1
 NH1407;SPC IL W     - 2,060,606.66  2,592,939.59   sFT  1.00004153   +0 44 16.1
 NH1407;UTM  16      - 4,687,250.850   329,352.005   MT  0.99995831   -1 23 40.4
 NH1407
 NH1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1407!SPC IL W     -   0.99997106  x   1.00004153  =   1.00001259
 NH1407!UTM  16      -   0.99997106  x   0.99995831  =   0.99992937
 NH1407
 NH1407:                Primary Azimuth Mark                     Grid Az
 NH1407:SPC IL W     -  JONES                                    359 42 37.7
 NH1407:UTM  16      -  JONES                                    001 50 34.2
 NH1407
 NH1407|---------------------------------------------------------------------|
 NH1407| PID    Reference Object                     Distance      Geod. Az  |
 NH1407|                                                           dddmmss.s |
 NH1407| NH0868 JONES                               APPROX. 0.5 KM 0002653.8 |
 NH1407| NH1446 RUBY                                298.388 METERS 17216     |
 NH1407| CI8439 COOK RM                              27.700 METERS 27007     |
 NH1407|---------------------------------------------------------------------|
 NH1407
 NH1407                          SUPERSEDED SURVEY CONTROL
 NH1407
 NH1407  NAD 83(1997)-  42 19 07.70988(N)    089 04 15.07417(W) AD(       ) 2
 NH1407  NAD 83(1997)-  42 19 07.70683(N)    089 04 15.07482(W) AD(       ) 2
 NH1407  NAD 83(1986)-  42 19 07.70463(N)    089 04 15.07536(W) AD(       ) 2
 NH1407  NAD 27      -  42 19 07.63560(N)    089 04 14.68980(W) AD(       ) 2
 NH1407
 NH1407.Superseded values are not recommended for survey control.
 NH1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1407.See file dsdata.txt to determine how the superseded data were derived.
 NH1407
 NH1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2935287251(NAD 83)
 NH1407_MARKER: N = NAIL
 NH1407_SETTING: 0 = UNSPECIFIED SETTING
 NH1407
 NH1407  HISTORY     - Date     Condition        Report By
 NH1407  HISTORY     - 1920     MONUMENTED       CGS
 NH1407  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH1407
 NH1407                          STATION DESCRIPTION
 NH1407
 NH1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1407'STATION IS ABOUT 3-3/4 MILES N OF ROCKFORD, ON THE W SIDE
 NH1407'OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 30
 NH1407'YARDS N OF RAILROAD BRIDGE E 592, 190 YARDS N OF AN OLD
 NH1407'LIME KILN AND 2.06 METERS (6.76 FEET) W OF THE W AND NEAREST
 NH1407'RAIL.  THE STATION AND REFERENCE MARKS ARE STAKES 2 BY 4
 NH1407'INCHES IN SIZE.  THE STATION MARK STAKE HAS A NAIL, WITH
 NH1407'A CROSS FILED ON ITS HEAD, IN THE TOP.  THE REFERENCE STAKE
 NH1407'HAS AN ARROW SAWED ON TOP AND IS ON THE SAME SIDE OF THE
 NH1407'TRACK, 2.77 METERS (9.09 FEET) FROM THE STATION,
 NH1407'N 89 DEG 53 MIN W.
 NH1407
 NH1407                          STATION RECOVERY (1997)
 NH1407
 NH1407'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1145 ***********************************************************************
 NH1145  DESIGNATION -  COONEY
 NH1145  PID         -  NH1145
 NH1145  STATE/COUNTY-  IL/MCHENRY
 NH1145  USGS QUAD   -  HEBRON (1972)
 NH1145
 NH1145                         *CURRENT SURVEY CONTROL
 NH1145  ___________________________________________________________________
 NH1145* NAD 83(1997)-  42 23 37.72846(N)    088 28 36.53426(W)     ADJUSTED  
 NH1145* NAVD 88     -       306.52   (+/-2cm)    1005.6    (feet)  VERTCON   
 NH1145  ___________________________________________________________________
 NH1145  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 NH1145  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NH1145
 NH1145  HORZ ORDER  -  THIRD
 NH1145  VERT ORDER  -  THIRD ? (See Below)
 NH1145
 NH1145.The horizontal coordinates were established by classical geodetic methods
 NH1145.and adjusted by the National Geodetic Survey in October 1999..
 NH1145
 NH1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1145.The vertical order pertains to the NGVD 29 superseded value.
 NH1145
 NH1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1145
 NH1145.The geoid height was determined by GEOID03.
 NH1145
 NH1145;                    North         East     Units Scale Factor Converg.
 NH1145;SPC IL E     -   635,855.150   288,186.301   MT  0.99997672   -0 05 48.3
 NH1145;SPC IL E     - 2,086,134.77    945,491.22   sFT  0.99997672   -0 05 48.3
 NH1145;UTM  16      - 4,694,558.681   378,449.459   MT  0.99978178   -0 59 45.0
 NH1145
 NH1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1145!SPC IL E     -   0.99995725  x   0.99997672  =   0.99993397
 NH1145!UTM  16      -   0.99995725  x   0.99978178  =   0.99973904
 NH1145
 NH1145:                Primary Azimuth Mark                     Grid Az
 NH1145:SPC IL E     -  COONEY AZ MK                             008 47 39.7
 NH1145:UTM  16      -  COONEY AZ MK                             009 41 36.4
 NH1145
 NH1145|---------------------------------------------------------------------|
 NH1145| PID    Reference Object                     Distance      Geod. Az  |
 NH1145|                                                           dddmmss.s |
 NH1145| CI8443 COONEY AZ MK                                       0084151.4 |
 NH1145| NH1139 WOODSTOCK ELEC AUTOLITE CO TK       APPROX. 8.7 KM 1640641.3 |
 NH1145| NH1127 WOODSTOCK ELEC AUTOLITE CO STK      APPROX. 8.6 KM 1640837.2 |
 NH1145| NH1132 WOODSTOCK PWR AND LT CO STK         APPROX. 8.5 KM 1644426.0 |
 NH1145| NH1136 WOODSTOCK SHERIFFS DEPT MAST        APPROX. 9.1 KM 1772701.6 |
 NH1145| CI8444 COONEY RM 1                           7.154 METERS 18646     |
 NH1145| CI8445 COONEY RM 2                          16.478 METERS 28337     |
 NH1145| NH1147 ALDEN ATT MICROWAVE TWR KSE 26      APPROX.12.6 KM 3304346.4 |
 NH1145|---------------------------------------------------------------------|
 NH1145
 NH1145                          SUPERSEDED SURVEY CONTROL
 NH1145
 NH1145  NAD 83(1997)-  42 23 37.72697(N)    088 28 36.53452(W) AD(       ) 3
 NH1145  NAD 83(1997)-  42 23 37.72630(N)    088 28 36.53570(W) AD(       ) 3
 NH1145  NAD 83(1986)-  42 23 37.72503(N)    088 28 36.54038(W) AD(       ) 3
 NH1145  NAD 27      -  42 23 37.65270(N)    088 28 36.18560(W) AD(       ) 3
 NH1145  NGVD 29 (07/19/86)  306.58   (m)         1005.8    (f) LEVELING    3  
 NH1145
 NH1145.Superseded values are not recommended for survey control.
 NH1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1145.See file dsdata.txt to determine how the superseded data were derived.
 NH1145
 NH1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7844994559(NAD 83)
 NH1145_MARKER: DS = TRIANGULATION STATION DISK
 NH1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1145
 NH1145  HISTORY     - Date     Condition        Report By
 NH1145  HISTORY     - 1954     MONUMENTED       CGS
 NH1145  HISTORY     - 1961     GOOD             USGS
 NH1145  HISTORY     - 1966     GOOD             CGS
 NH1145  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH1145  HISTORY     - 19950513 MARK NOT FOUND   USPSQD
 NH1145
 NH1145                          STATION DESCRIPTION
 NH1145
 NH1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1145'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF HARVARD AND 5
 NH1145'MILES NORTH OF WOODSTOCK ALONG THE EAST SIDE OF A GRAVEL
 NH1145'ROAD AND ON ROAD RIGHT-OF-WAY.  IT IS 31 FEET EAST OF THE CENTER
 NH1145'OF THE GRAVEL ROAD AND 2 FEET WEST OF A FENCE LINE AND WHITE
 NH1145'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED COONEY
 NH1145'1954.
 NH1145'
 NH1145'REFERENCE MARK NO. 1 IS 33 FEET EAST OF THE CENTER OF THE
 NH1145'GRAVEL ROAD, 23 FEET SOUTH OF A WHITE WITNESS POST AND 6
 NH1145'INCHES WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 NH1145'IS STAMPED COONEY NO 1 1954.
 NH1145'
 NH1145'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF THE
 NH1145'GRAVEL ROAD AND SET IN A FENCE LINE.  THE MARK IS FLUSH AND
 NH1145'THE DISK IS STAMPED COONEY NO 2 1954.
 NH1145'
 NH1145'AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF THE GRAVEL
 NH1145'ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST, 2 FEET WEST
 NH1145'OF A POWER LINE POLE AND 1 FOOT WEST OF A FENCE LINE.  THE
 NH1145'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED COONEY 1954.
 NH1145'
 NH1145'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1145'47 AND 120 IN THE NORTHEAST SECTION OF WOODSTOCK GO NORTH
 NH1145'ON HIGHWAY 47 FOR 2.85 MILES TO A CROSSROAD, TURN LEFT AND
 NH1145'GO WEST AND NORTH ON PAVED ROAD 2.95 MILES TO A GRAVEL SIDE
 NH1145'ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.2
 NH1145'MILE TO A FORK.  TAKE LEFT FORK AND GO NORTHEAST ON GRAVEL
 NH1145'ROAD FOR 0.65 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NH1145'
 NH1145'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVEL
 NH1145'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NH1145'
 NH1145'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1145
 NH1145                          STATION RECOVERY (1961)
 NH1145
 NH1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH1145'STATION IS 4.3 MILES S AND 2.2 MILES E OF ALDEN, 5.5 MILES
 NH1145'N AND 1.5 MILES W OF WOODSTOCK IN T45N, R6E, SE 1/4 OF NE 1/4 SEC.
 NH1145'12, 219 FEET S, 27 FEET E AND 3.2 FEET ABOVE ROAD FROM FENCE WEST,
 NH1145'2.0 FEET WEST OF RIGHT-OF-WAY FENCE.  MARK IS A STANDARD DISK
 NH1145'STAMPED COONEY 1954 SET IN CONCRETE POST FLUSH WITH GROUND.
 NH1145
 NH1145                          STATION RECOVERY (1966)
 NH1145
 NH1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1145'THE STATION MARK, REFERENCE MARKS, AZIMUTH MARK WERE RECOVERED
 NH1145'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION
 NH1145'IS GOOD WITH THE BELOW CHANGES.
 NH1145'
 NH1145'A METAL WITNESS POST WAS SET 1 FOOT SOUTHEAST OF THE STATION
 NH1145'MARK.
 NH1145'
 NH1145'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 NH1145
 NH1145                          STATION RECOVERY (1989)
 NH1145
 NH1145'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBD)
 NH1145'MARK NOT FOUND.
 NH1145
 NH1145                          STATION RECOVERY (1995)
 NH1145
 NH1145'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1889 ***********************************************************************
 LC1889  DESIGNATION -  COOPER CINC PLINE MICROWAVE
 LC1889  PID         -  LC1889
 LC1889  STATE/COUNTY-  IL/TAZEWELL
 LC1889  USGS QUAD   -  WASHINGTON (1995)
 LC1889
 LC1889                         *CURRENT SURVEY CONTROL
 LC1889  ___________________________________________________________________
 LC1889* NAD 83(1997)-  40 38 00.46307(N)    089 24 16.07832(W)     ADJUSTED  
 LC1889* NAVD 88     -                                                        
 LC1889  ___________________________________________________________________
 LC1889  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 LC1889  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LC1889
 LC1889  HORZ ORDER  -  THIRD
 LC1889
 LC1889.The horizontal coordinates were established by classical geodetic methods
 LC1889.and adjusted by the National Geodetic Survey in October 1999..
 LC1889
 LC1889
 LC1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1889
 LC1889.The geoid height was determined by GEOID03.
 LC1889
 LC1889;                    North         East     Units Scale Factor Converg.
 LC1889;SPC IL W     -   440,603.037   764,478.313   MT  0.99999233   +0 29 47.0
 LC1889;SPC IL W     - 1,445,545.13  2,508,125.93   sFT  0.99999233   +0 29 47.0
 LC1889;UTM  16      - 4,500,848.635   296,655.437   MT  1.00010898   -1 33 58.9
 LC1889
 LC1889                          SUPERSEDED SURVEY CONTROL
 LC1889
 LC1889  NAD 83(1986)-  40 38 00.47595(N)    089 24 16.08162(W) AD(       ) 4
 LC1889  NAD 27      -  40 38 00.33900(N)    089 24 15.76300(W) AD(       ) 3
 LC1889
 LC1889.Superseded values are not recommended for survey control.
 LC1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1889.See file dsdata.txt to determine how the superseded data were derived.
 LC1889
 LC1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9665500849(NAD 83)
 LC1889_MARKER: 42 = RADIO/TV MAST
 LC1889
 LC1889  HISTORY     - Date     Condition        Report By
 LC1889  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1889
 LC1889                          STATION DESCRIPTION
 LC1889
 LC1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1889'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF COOPER.
 LC1889'
 LC1889'TO REACH THE STATION FROM THE RAILROAD CROSSING AND THE
 LC1889'MAIN STREET IN COOPER, GO SOUTH FOR 1.9 MILES TO THE STATION
 LC1889'ON THE RIGHT.
 LC1889'
 LC1889'IT IS A STEEL STRUCTURE APPROXIMATELY 228 FEET HIGH, PAINTED
 LC1889'RED AND WHITE AND HAS A RED LIGHT AT THE TOP.
 LC1889'
 LC1889'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1558 ***********************************************************************
 HB1558  DESIGNATION -  COPLEY
 HB1558  PID         -  HB1558
 HB1558  STATE/COUNTY-  IL/MASSAC
 HB1558  USGS QUAD   -  METROPOLIS (1996)
 HB1558
 HB1558                         *CURRENT SURVEY CONTROL
 HB1558  ___________________________________________________________________
 HB1558* NAD 83(1997)-  37 11 34.69778(N)    088 41 50.51571(W)     ADJUSTED  
 HB1558* NAVD 88     -       131.7    (meters)     432.     (feet)  GPS OBS   
 HB1558  ___________________________________________________________________
 HB1558  X           -     115,647.906 (meters)                     COMP
 HB1558  Y           -  -5,085,843.418 (meters)                     COMP
 HB1558  Z           -   3,834,537.269 (meters)                     COMP
 HB1558  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HB1558  ELLIP HEIGHT-         103.16  (meters)          (03/08/05) GPS OBS
 HB1558  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB1558
 HB1558  HORZ ORDER  -  FIRST
 HB1558  ELLP ORDER  -  FOURTH    CLASS I
 HB1558
 HB1558.The horizontal coordinates were established by classical geodetic methods
 HB1558.and adjusted by the National Geodetic Survey in October 1999..
 HB1558
 HB1558.The orthometric height was determined by GPS observations and a
 HB1558.high-resolution geoid model.
 HB1558
 HB1558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1558
 HB1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1558
 HB1558.The ellipsoidal height was determined by GPS observations
 HB1558.and is referenced to NAD 83.
 HB1558
 HB1558.The geoid height was determined by GEOID03.
 HB1558
 HB1558;                    North         East     Units Scale Factor Converg.
 HB1558;SPC IL E     -    58,467.998   267,679.709   MT  0.99998786   -0 13 12.2
 HB1558;SPC IL E     -   191,823.76    878,212.51   sFT  0.99998786   -0 13 12.2
 HB1558;SPC KY1Z     - 1,099,538.423 1,238,364.442   MT  0.99997557   -1 48 34.4
 HB1558;SPC KY1Z     - 3,607,402.31  4,062,867.34   sFT  0.99997557   -1 48 34.4
 HB1558;SPC KY S     -   599,478.585   238,370.488   MT  0.99994842   -1 47 14.9
 HB1558;SPC KY S     - 1,966,789.32    782,053.84   sFT  0.99994842   -1 47 14.9
 HB1558;UTM  16      - 4,117,628.828   349,351.621   MT  0.99987957   -1 01 34.5
 HB1558
 HB1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1558!SPC IL E     -   0.99998381  x   0.99998786  =   0.99997167
 HB1558!SPC KY1Z     -   0.99998381  x   0.99997557  =   0.99995938
 HB1558!SPC KY S     -   0.99998381  x   0.99994842  =   0.99993223
 HB1558!UTM  16      -   0.99998381  x   0.99987957  =   0.99986338
 HB1558
 HB1558|---------------------------------------------------------------------|
 HB1558| PID    Reference Object                     Distance      Geod. Az  |
 HB1558|                                                           dddmmss.s |
 HB1558| CI4156 COPLEY RM 3                          32.073 METERS 00053     |
 HB1558| CI4154 COPLEY RM 1                                        0933001.4 |
 HB1558| CI4153 COPLEY AZ MK                                       1321336.7 |
 HB1558| HB1549 BROOKPORT MUNICIPAL TANK            APPROX. 9.8 KM 1412535.5 |
 HB1558| HB1792 PADUCAH                             APPROX.15.0 KM 1420327.5 |
 HB1558| HB1539 PADUCAH HIGH CHURCH SPIRE           APPROX.14.6 KM 1442907.2 |
 HB1558| HB1538 PADUCAH CHURCH SPIRE                APPROX.14.6 KM 1443859.1 |
 HB1558| HB1545 PADUCAH RADIO STA WPAD MAST         APPROX.12.5 KM 1473946.0 |
 HB1558| HB1540 PADUCAH ICRR SHOPS EAST STACK       APPROX.15.0 KM 1483841.8 |
 HB1558| HB1541 PADUCAH ICRR SHOPS WEST STACK       APPROX.15.0 KM 1484307.3 |
 HB1558| HB1544 PADUCAH RADIO STA WKYB MAST 3       APPROX.21.4 KM 1584851.1 |
 HB1558| CI4155 COPLEY RM 2                                        17626     |
 HB1558| HB1562 METROPOLIS RADIO STA WMOK MAST      APPROX. 4.5 KM 1933453.6 |
 HB1558| HB1560 METROPOLIS BENDING CO STACK         APPROX. 5.7 KM 1945158.6 |
 HB1558| CI4157 COPLEY RM 4                          67.044 METERS 20102     |
 HB1558| HB1561 METROPOLIS MUNICIPAL TANK           APPROX. 5.6 KM 2141228.1 |
 HB1558|---------------------------------------------------------------------|
 HB1558
 HB1558                          SUPERSEDED SURVEY CONTROL
 HB1558
 HB1558  NAD 83(1997)-  37 11 34.70239(N)    088 41 50.51388(W) AD(       ) 1
 HB1558  NAD 83(1986)-  37 11 34.70822(N)    088 41 50.51757(W) AD(       ) 1
 HB1558  NAD 27      -  37 11 34.51082(N)    088 41 50.33110(W) AD(       ) 1
 HB1558
 HB1558.Superseded values are not recommended for survey control.
 HB1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1558.See file dsdata.txt to determine how the superseded data were derived.
 HB1558
 HB1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4935217629(NAD 83)
 HB1558_MARKER: DD = SURVEY DISK
 HB1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1558_SP_SET: CONCRETE POST
 HB1558_STAMPING: COPLEY 1950 USCGS
 HB1558_MARK LOGO: CGS   
 HB1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1558+STABILITY: POSITION/ELEVATION WELL
 HB1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1558+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1993
 HB1558
 HB1558  HISTORY     - Date     Condition        Report By
 HB1558  HISTORY     - 1930     MONUMENTED       CGS
 HB1558  HISTORY     - 1930     GOOD             CGS
 HB1558  HISTORY     - 1934     GOOD             CGS
 HB1558  HISTORY     - 1957     GOOD             CGS
 HB1558  HISTORY     - 19921212 GOOD
 HB1558  HISTORY     - 19930226 GOOD             NGS
 HB1558
 HB1558                          STATION DESCRIPTION
 HB1558
 HB1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1558'ABOUT 3-1/2 MILES NORTHEAST OF METROPOLIS AND 1/4 MILE NORTHEAST OF
 HB1558'COUNTRY CLUB, IN THE SE1/4SE1/4 SEC. 19, T. 15 S., R. 5 E., ON
 HB1558'LAND OWNED BY HENRY COPLEY.
 HB1558'
 HB1558'FROM METROPOLIS TAKE HIGHWAY 145 EAST 3 BLOCKS FROM POST OFFICE,
 HB1558'THENCE NORTH 1.5 MILES TO CORNER, EAST OF ILLINOIS CENTRAL
 HB1558'RAILROAD TRACKS. TURN EAST FOR 0.5 MILE, THENCE NORTH AND NORTHEAST
 HB1558'1.1 MILES TO CORNER, AND NORTH 0.5 MILE MORE TO CORNER OF CLUB
 HB1558'GROUNDS. TURN EAST 0.3 MILE TO VACANT HOUSE ON NORTH SIDE OF ROAD.
 HB1558'STATION IS IN FENCE LINE EAST OF HOUSE, ON TOP OF KNOLL 630 FEET
 HB1558'NORTH OF ROAD.
 HB1558'
 HB1558'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HB1558'SET IN CONCRETE.
 HB1558'
 HB1558'REFERENCE MARK NO. 1 IS ABOUT 1/2 MILE EAST OF STATION IN FENCE LINE
 HB1558'20 FEET WEST OF GRAVEL ROAD, AND ACROSS FROM RED BARN.
 HB1558'
 HB1558'REFERENCE MARK NO 2 IS SOUTH OF STATION 20 FEET NORTH OF ROAD, IN
 HB1558'FENCE LINE, AND 23 FEET EAST OF EAST SIDE OF GATE.
 HB1558'
 HB1558'HEIGHT OF SIGNAL ABOVE STATION MARK 31 METERS.
 HB1558
 HB1558                          STATION RECOVERY (1930)
 HB1558
 HB1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 HB1558'RECOVERED IN GOOD CONDITION.
 HB1558
 HB1558                          STATION RECOVERY (1934)
 HB1558
 HB1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 HB1558'ON THE PROPERTY OF HENRY COPLEY, ABOUT 3.5 MILES NORTHEAST OF
 HB1558'METROPOLIS, AND 0.25 MILE NORTHEAST OF COUNTRY CLUB. THE STATION
 HB1558'AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN GOOD CONDITION AND
 HB1558'ONE ADDITIONAL REFERENCE MARK MARKED NO. 3 WAS
 HB1558'ESTABLISHED.
 HB1558'
 HB1558'TO REACH STATION FROM METROPOLIS, TAKE HIGHWAY 145 EAST 3 BLOCKS FROM
 HB1558'THE POST OFFICE, THEN NORTH 1.5 MILES TO A CORNER EAST OF RAILROAD
 HB1558'TRACKS, TURN EAST 0.5 MILE AND EAST AND NORTHEAST 1.1 MILES TO
 HB1558'CORNER. THEN TURN NORTH 0.6 MILE TO CROSSROADS AT NORTHEAST
 HB1558'CORNER OF CLUB GROUNDS AND TURN EAST 0.3 MILE TO HOUSE ON NORTH SIDE
 HB1558'OF ROAD. TURN NORTH THRU GATE FOR 0.11 MILE TO STATION. STATION IS
 HB1558'0.11 MILE NORTH OF GATE ALONG FENCE LINE AND 1 FOOT EAST OF FENCE.
 HB1558'
 HB1558'REFERENCE MARK NO. 1 IS EAST OF STATION, IN FENCE LINE, 20 FEET WEST
 HB1558'OF GRAVEL ROAD ACROSS FROM RED BARN.
 HB1558'
 HB1558'REFERENCE MARK NO. 2 IS SOUTH OF STATION INSIDE GATE LEADING TO
 HB1558'STATION, 25 FEET EAST OF GATE, ALONG FENCE LINE, 20 FEET NORTH OF
 HB1558'CENTER LINE OF ROAD.
 HB1558'
 HB1558'REFERENCE MARK NO. 3 IS NORTH OF STATION ALONG FENCE LINE AND 2 FEET
 HB1558'EAST OF FENCE.
 HB1558'
 HB1558'A 90-FOOT TOWER REQUIRED TO SEE ALL LINES.
 HB1558'
 HB1558'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HB1558
 HB1558                          STATION RECOVERY (1957)
 HB1558
 HB1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1558'THE STATION AND REFERENCE MARK 3 WERE RECOVERED AND FOUND IN GOOD
 HB1558'CONDITION. REFERENCE MARK 1 WAS FOUND DESTROYED.  REFERENCE MARK
 HB1558'2 WAS NOT RECOVERED. THE DIRECTION TO REFERENCE MARK 3 CHECKED BUT A
 HB1558'DIFFERENCE OF 0.08 OF A FOOT SHORTER WAS FOUND IN THE DISTANCE.
 HB1558'AZIMUTH MARK AND REFERENCE 4 WERE ESTABLISHED AT THIS TIME. THE FENCE
 HB1558'USED AS A REFERENCE POINT FOR THE STATION AND REFERENCE MARK 3
 HB1558'HAS BEEN REMOVED AND BOTH MARKS ARE NOW IN A CULTIVATED FIELD.
 HB1558'
 HB1558'A COMPLETE NEW DESCRIPTION FOLLOWS-
 HB1558'
 HB1558'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF METROPOLIS, 6 MILES
 HB1558'NORTHWEST OF BROOKPORT, IN A CULTIVATED FIELD OWNED BY MR. FLOYD
 HB1558'COUGILL, OF METROPOLIS. IT IS 204 FEET NORTH OF A SMALL STOCK POND,
 HB1558'218 FEET NORTH OF A WHITE WITNESS POST AND A FENCE CORNER AND 138
 HB1558'FEET SOUTH OF A 10 INCH WALNUT TREE LOCATED AT THE SOUTHEAST CORNER
 HB1558'OF A WOODED AREA. THE MONUMENT PROJECTS 7 INCHES AND THE DISK
 HB1558'IS STAMPED COPLEY 1930.
 HB1558'
 HB1558'TO REACH THE STATION FROM THE POST OFFICE IN METROPOLIS, GO EASTERLY
 HB1558'ON U.S. HIGHWAY 45 FOR 3.8 MILES TO THE JUNCTION WITH STATE
 HB1558'HIGHWAY 145. TURN LEFT AND GO NORTH ON HIGHWAY 145 (PAVED) FOR 2.0
 HB1558'MILES TO A CROSSROAD INTERSECTION WITH A CHURCH IN THE NORTHEAST
 HB1558'ANGLE OF THE INTERSECTION. TURN LEFT AND GO WEST ON A GRAVELED ROAD
 HB1558'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON THE
 HB1558'GRAVELED ROAD FOR 0.15 MILE TO A DRIVEWAY. TURN RIGHT AND GO NORTH,
 HB1558'AROUND AN OLD BARN AND GO NORTHEAST THROUGH THE FIELD FOR ABOUT
 HB1558'0.1 MILE TO THE STATION.
 HB1558'
 HB1558'REFERENCE MARK 3 IS 33 FEET SOUTH OF THE 10 INCH WALNUT TREE WHICH IS
 HB1558'LOCATED IN THE SOUTHEAST CORNER OF THE WOODED AREA. THE MONUMENT
 HB1558'IS FLUSH AND THE DISK IS STAMPED COPLEY NO 3 1934.
 HB1558'
 HB1558'REFERENCE MARK 4 IS 1 FOOT EAST OF A WIRE FENCE AND 3 FEET SOUTHEAST
 HB1558'OF A WHITE WITNESS POST AND A FENCE CORNER. THE MONUMENT PROJECTS
 HB1558'3 INCHES AND THE DISK IS STAMPED COPLEY NO 4 1930.
 HB1558'
 HB1558'THE AZIMUTH MARK IS 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HB1558'FRAME HOUSE, 1 FOOT WEST OF A WIRE FENCE, 3 FEET NORTHEAST OF A
 HB1558'CONCRETE RIGHT-OF-WAY MARKER, 29 FEET NORTH OF THE CENTERLINE OF THE
 HB1558'GRAVELED ROAD AND 7 FEET NORTH OF A WHITE WITNESS POST AND A FENCE
 HB1558'CORNER. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED COPLEY
 HB1558'1930.
 HB1558'
 HB1558'OBSERVATIONS MADE FROM A 90 FOOT STEEL TOWER.
 HB1558
 HB1558                          STATION RECOVERY (1992)
 HB1558
 HB1558'RECOVERED 1992
 HB1558'RECOVERED IN GOOD CONDITION.
 HB1558
 HB1558                          STATION RECOVERY (1993)
 HB1558
 HB1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB1558'FROM THE INTERSECTION OF ILLINOIS HIGHWAY 24 AND U.S. HIGHWAY 45,
 HB1558'PROCEED EAST ON U.S. 45 0.16 KM (0.10 MI) TO THE INTERSECTION WITH
 HB1558'HIGHWAY 145, TURN LEFT ON 145 AND PROCEED NORTH 3.38 KM (2.10 MI) TO
 HB1558'THE COUNTY ROAD 800 N., TURN LEFT AND PROCEED 1.93 KM (1.20 MI) TO
 HB1558'THE STATION WHICH IS APPROXIMATELY 192.6 M (631.9 FT) TO THE NORTH IN
 HB1558'A FIELD, BEHIND A RESIDENCE AT 1295, OWNED BY FLOYD AND JEWELL
 HB1558'COUGILL.  STATION COPLEY IS A CIRCULAR INSCRIBED STANDARD BRASS BENCH
 HB1558'MARK DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1172 ***********************************************************************
 NH1172  DESIGNATION -  CORAL
 NH1172  PID         -  NH1172
 NH1172  STATE/COUNTY-  IL/MCHENRY
 NH1172  USGS QUAD   -  MARENGO SOUTH (1975)
 NH1172
 NH1172                         *CURRENT SURVEY CONTROL
 NH1172  ___________________________________________________________________
 NH1172* NAD 83(1997)-  42 11 19.38638(N)    088 33 28.65908(W)     ADJUSTED  
 NH1172* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 NH1172  ___________________________________________________________________
 NH1172  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 NH1172  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NH1172
 NH1172  HORZ ORDER  -  SECOND
 NH1172
 NH1172.The horizontal coordinates were established by classical geodetic methods
 NH1172.and adjusted by the National Geodetic Survey in October 1999..
 NH1172
 NH1172.The orthometric height was scaled from a topographic map.
 NH1172
 NH1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1172
 NH1172.The geoid height was determined by GEOID03.
 NH1172
 NH1172;                    North         East     Units Scale Factor Converg.
 NH1172;SPC IL E     -   613,088.435   281,444.988   MT  0.99997923   -0 09 03.1
 NH1172;SPC IL E     - 2,011,440.97    923,374.10   sFT  0.99997923   -0 09 03.1
 NH1172;UTM  16      - 4,671,904.530   371,353.744   MT  0.99980364   -1 02 47.1
 NH1172
 NH1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1172!SPC IL E     -   0.99995727  x   0.99997923  =   0.99993650
 NH1172!UTM  16      -   0.99995727  x   0.99980364  =   0.99976092
 NH1172
 NH1172:                Primary Azimuth Mark                     Grid Az
 NH1172:SPC IL E     -  ALDEN ATT MICROWAVE TWR KSE 26           001 02 09.5
 NH1172:UTM  16      -  ALDEN ATT MICROWAVE TWR KSE 26           001 55 53.5
 NH1172
 NH1172|---------------------------------------------------------------------|
 NH1172| PID    Reference Object                     Distance      Geod. Az  |
 NH1172|                                                           dddmmss.s |
 NH1172| NH1147 ALDEN ATT MICROWAVE TWR KSE 26      APPROX.33.8 KM 0005306.4 |
 NH1172| CI8447 CORAL RM 1                           27.308 METERS 09716     |
 NH1172| NH1112 PLATO TOWNSHIP ATT MICROWAVE        APPROX.19.8 KM 1615550.6 |
 NH1172| NH1111 PLATO TOWNSHIP MOTOROLA MAST        APPROX.19.9 KM 1615704.3 |
 NH1172| NH1175 HAMPSHIRE MUNICIPAL TANK            APPROX.10.3 KM 1641610.7 |
 NH1172| NH1176 HAMPSHIRE MILK CO STACK             APPROX.10.2 KM 1675646.2 |
 NH1172| NH1171 AIRWAY BCN 4 3 MI NW HAMPSHIRE      APPROX. 6.3 KM 1783810.4 |
 NH1172| CI8448 CORAL RM 2                           27.499 METERS 19715     |
 NH1172| CI8446 CORAL AZ MK                                        2060828.3 |
 NH1172|---------------------------------------------------------------------|
 NH1172
 NH1172                          SUPERSEDED SURVEY CONTROL
 NH1172
 NH1172  NAD 83(1986)-  42 11 19.38565(N)    088 33 28.66659(W) AD(       ) 2
 NH1172  NAD 27      -  42 11 19.30070(N)    088 33 28.33600(W) AD(       ) 2
 NH1172
 NH1172.Superseded values are not recommended for survey control.
 NH1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1172.See file dsdata.txt to determine how the superseded data were derived.
 NH1172
 NH1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7135471905(NAD 83)
 NH1172_MARKER: DS = TRIANGULATION STATION DISK
 NH1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1172
 NH1172  HISTORY     - Date     Condition        Report By
 NH1172  HISTORY     - 1954     MONUMENTED       CGS
 NH1172  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NH1172  HISTORY     - 1969     GOOD             CGS
 NH1172
 NH1172                          STATION DESCRIPTION
 NH1172
 NH1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1172'STATION IS LOCATED ON A PARTIALLY WOODED HILL ON THE PROPERTY
 NH1172'OF P.L. JACOBSON ABOUT 6 MILES NORTHWEST OF HAMPSHIRE, ABOUT
 NH1172'5 MILES SOUTHEAST OF MARENGO AND ABOUT 0.15 MILE EAST OF
 NH1172'MR. JACOBSONS FARM BUILDINGS.  IT IS 129 FEET WEST OF A 9
 NH1172'INCH HICKORY TREE, 113 FEET NORTH OF A 12 INCH HICKORY TREE,
 NH1172'66 FEET EAST OF A LARGE OAK TREE AND 5 FEET NORTH OF A WHITE
 NH1172'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1172'CORAL 1954.
 NH1172'
 NH1172'REFERENCE MARK NO. 1 IS 39 FEET WEST OF A 9 INCH HICKORY
 NH1172'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CORAL NO
 NH1172'1 1954.
 NH1172'
 NH1172'REFERENCE MARK NO. 2 IS 23 FEET NORTH OF THE 12 INCH HICKORY
 NH1172'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED CORAL NO
 NH1172'2 1954.
 NH1172'
 NH1172'AZIMUTH MARK IS 25 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 NH1172'3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 NH1172'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 NH1172'STAMPED CORAL 1954.
 NH1172'
 NH1172'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23
 NH1172'AND U.S. HIGHWAY 20 IN THE SOUTH SECTION OF MARENGO, GO
 NH1172'SOUTHEAST ON HIGHWAY 20 FOR 4.35 MILES TO CROSSROAD.  TURN
 NH1172'RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.4 MILE TO A GRAVEL
 NH1172'ROAD LEFT.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 1.1
 NH1172'MILE TO MR. JACOBSONS FARM BUILDINGS ON THE RIGHT AND A GATE
 NH1172'ON THE LEFT.* TURN LEFT THROUGH GATE, CROSS SMALL FIELD,
 NH1172'PASS THROUGH ANOTHER GATE AND GO NORTHEAST UP HILL FOR ABOUT
 NH1172'0.1 MILE TO HIGHEST POINT OF HILL AND THE STATION AS
 NH1172'DESCRIBED.
 NH1172'
 NH1172'*TO REACH THE AZIMUTH MARK FROM THE GATE, CONTINUE SOUTH
 NH1172'ON GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS
 NH1172'DESCRIBED.
 NH1172'
 NH1172'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1172
 NH1172                          STATION RECOVERY (1965)
 NH1172
 NH1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NH1172'THE SURFACE STATION MARK HAD BEEN DESTROYED BY LANDSCAPING
 NH1172'FOR A NEW HOUSE BUILT ABOUT 80 FEET WEST OF THE STATION.
 NH1172'THE UNDERGROUND MARK, REFERENCE MARKS AND THE AZIMUTH MARK
 NH1172'RECOVERED AND FOUND IN GOOD CONDITION.
 NH1172'
 NH1172'THE UNDERGROUND MARK WAS LOWERED VERTICALLY AND A NEW STATION
 NH1172'MARK WAS SET BY PLUMBING OVER THE UNDERGROUND MARK.  THE
 NH1172'STATION MARK IS 102.5 FEET SOUTHEAST OF THE NORTHEAST CORNER
 NH1172'OF HOUSE OCCUPIED BY MR. P.L. JACOBSON, 85.5 FEET EAST-NORTHEAST
 NH1172'OF THE SOUTHEAST CORNER OF THE PATIO AND IS FLUSH WITH
 NH1172'THE GROUND.  THE DISK IS STAMPED CORAL 1954 1965.
 NH1172'
 NH1172'R.M. NO. 1 IS 85.59 FEET EAST OF THE STATION, AT EAST EDGE
 NH1172'OF BACK YARD AND IS FLUSH WITH THE GROUND.  R.M. NO. 2 IS
 NH1172'91.13 FEET SOUTH OF THE STATION, AT SOUTH EDGE OF YARD AND
 NH1172'IS FLUSH WITH THE GROUND.
 NH1172'
 NH1172'THE AZIMUTH MARK RECOVERED AS DESCRIBED AND A METAL WITNESS
 NH1172'POST WAS SET 1.5 FEET TO SOUTH OF THE MARK.
 NH1172'
 NH1172'TO REACH THE STATION FROM MARENGO, FROM THE JUNCTION OF U.S.
 NH1172'HIGHWAY 20 AND STATE HIGHWAY 23 AT THE SOUTH EDGE OF TOWN,
 NH1172'GO SOUTHEAST ON U.S. 20 FOR 4.35 MILES TO CROSSROADS, TURN
 NH1172'RIGHT AND GO WEST FOR 0.4 MILE TO A GRAVEL ROAD LEFT, TURN
 NH1172'LEFT AND GO SOUTH FOR 1.05 MILES TO A DRIVEWAY ON THE LEFT,
 NH1172'TURN LEFT FOR ABOUT 0.1 MILE TO MR. JACOBSONS HOUSE AND
 NH1172'STATION TO EAST.
 NH1172
 NH1172                          STATION RECOVERY (1969)
 NH1172
 NH1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NH1172'ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.  THE DESCRIPTION
 NH1172'AND 1965 RECOVERY NOTE IS GOOD.
 NH1172'
 NH1172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 NH1172'MILES SOUTHEAST OF MARENGO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2883 ***********************************************************************
 ME2883  DESIGNATION -  CORBETT
 ME2883  PID         -  ME2883
 ME2883  STATE/COUNTY-  IL/COOK
 ME2883  USGS QUAD   -  LAKE CALUMET (1997)
 ME2883
 ME2883                         *CURRENT SURVEY CONTROL
 ME2883  ___________________________________________________________________
 ME2883* NAD 83(1997)-  41 39 23.07143(N)    087 33 20.93840(W)     ADJUSTED  
 ME2883* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 ME2883  ___________________________________________________________________
 ME2883  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 ME2883  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2883
 ME2883  HORZ ORDER  -  FIRST
 ME2883
 ME2883.The horizontal coordinates were established by classical geodetic methods
 ME2883.and adjusted by the National Geodetic Survey in October 1999..
 ME2883
 ME2883.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2883
 ME2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2883
 ME2883.The geoid height was determined by GEOID03.
 ME2883
 ME2883;                    North         East     Units Scale Factor Converg.
 ME2883;SPC IL E     -   554,232.972   364,761.872   MT  1.00002659   +0 31 00.5
 ME2883;SPC IL E     - 1,818,346.01  1,196,722.91   sFT  1.00002659   +0 31 00.5
 ME2883;UTM  16      - 4,611,778.023   453,721.743   MT  0.99962635   -0 22 10.0
 ME2883
 ME2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2883!SPC IL E     -   0.99997736  x   1.00002659  =   1.00000395
 ME2883!UTM  16      -   0.99997736  x   0.99962635  =   0.99960372
 ME2883
 ME2883|---------------------------------------------------------------------|
 ME2883| PID    Reference Object                     Distance      Geod. Az  |
 ME2883|                                                           dddmmss.s |
 ME2883| CM3348 CORBETT RM 1                         25.086 METERS 01952     |
 ME2883| ME2881 CHICAGO US STEEL TANK               APPROX. 1.2 KM 1573902.8 |
 ME2883| ME2889 CALUMET CITY MUN TANK               APPROX. 3.0 KM 1982359.4 |
 ME2883| ME2888 CALUMET CITY ASHLAND TANK           APPROX. 2.3 KM 2022550.0 |
 ME2883| ME2901 CHICAGO OWENS ILLINOIS TANK         APPROX. 4.7 KM 2594853.2 |
 ME2883| ME2900 CHICAGO SANITARY DISTRICT TWR       APPROX. 4.6 KM 2851329.5 |
 ME2883| ME2902 CHICAGO ST SALOMEA S CH SPIRE       APPROX. 5.8 KM 2962410.8 |
 ME2883| CM3349 CORBETT RM 2                         26.927 METERS 29820     |
 ME2883| ME2898 CHICAGO SHERWIN WILLIAMS TANK       APPROX. 5.3 KM 3072156.8 |
 ME2883| ME2886 051 COC                             268.405 METERS 31256     |
 ME2883| ME2885 051 COC TPT                         253.385 METERS 31256     |
 ME2883| ME2899 CHICAGO INTERCONTINENTAL TWR        APPROX. 6.1 KM 3133647.0 |
 ME2883| ME1825 387                                 413.228 METERS 3340634.3 |
 ME2883| ME2887 OSWALD                              APPROX. 5.8 KM 3520628.7 |
 ME2883| ME2884 CHICAGO CARGILL TANK                APPROX. 2.1 KM 3584936.2 |
 ME2883|---------------------------------------------------------------------|
 ME2883
 ME2883                          SUPERSEDED SURVEY CONTROL
 ME2883
 ME2883  NAD 83(1997)-  41 39 23.07153(N)    087 33 20.93846(W) AD(       ) 1
 ME2883  NAD 83(1997)-  41 39 23.07667(N)    087 33 20.94635(W) AD(       ) 1
 ME2883  NAD 83(1986)-  41 39 23.07672(N)    087 33 20.94610(W) AD(       ) 1
 ME2883  NAD 27      -  41 39 22.95043(N)    087 33 20.79151(W) AD(       ) 1
 ME2883  NGVD 29 (07/19/86)  177.9    (m)          584.     (f) VERT ANG       
 ME2883
 ME2883.Superseded values are not recommended for survey control.
 ME2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2883.See file dsdata.txt to determine how the superseded data were derived.
 ME2883
 ME2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5372211778(NAD 83)
 ME2883_MARKER: DD = SURVEY DISK
 ME2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2883
 ME2883  HISTORY     - Date     Condition        Report By
 ME2883  HISTORY     - 1977     MONUMENTED       NGS
 ME2883
 ME2883                          STATION DESCRIPTION
 ME2883
 ME2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2883'THE STATION IS LOCATED IN THE SOUTH SECTION OF CHICAGO
 ME2883'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH
 ME2883'BRAINARD AVENUE AND SOUTH MANISTEE AVENUE ON THE
 ME2883'PROPERTY OF THE LEBANON LUTHERAN CHURCH. ADDRESS FOR THE
 ME2883'STATION IS 13141 SOUTH BRAINARD AVENUE.
 ME2883'
 ME2883'STATION MARKS, STAMPED---CORBETT 1977---, ARE STANDARD
 ME2883'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 ME2883'CYLINDRICAL CONCRETE MONUMENT THAT IS 3 INCHES BELOW A
 ME2883'CAST IRON COVER WITH THE LETTERING, NATIONAL GEODETIC SURVEY.
 ME2883'IT IS 115 FEET NORTH OF THE INTERSECTION
 ME2883'OF SOUTH BRAINARD AVENUE AND SOUTH MANISTEE AVENUE AND
 ME2883'16 FEET SOUTH-SOUTHEAST OF THE PARKING LOT OF THE LEBANON
 ME2883'LUTHERAN CHURCH. THE UNDERGROUND DISK IS SET IN THE TOP
 ME2883'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 ME2883'GROUND SURFACE.
 ME2883'
 ME2883'REFERENCE MARK 1, STAMPED---CORBETT NO 1 1977---, IS A
 ME2883'STANDARD DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2883'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 ME2883'IT IS 25 FEET SOUTHEAST OF THE PARKING LOT AND 15 FEET
 ME2883'WEST OF THE CENTER OF SOUTH MANISTEE AVENUE.
 ME2883'
 ME2883'REFERENCE MARK 2, STAMPED---CORBETT NO 2 1977---, IS A
 ME2883'STANDARD DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2883'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 ME2883'IT IS 20 FEET EAST OF THE CENTER LINE OF SOUTH BRAINARD
 ME2883'AVENUE AND 15 FEET WEST OF THE WEST SIDE OF THE PARKING
 ME2883'LOT.
 ME2883'
 ME2883'HEIGHT OF LIGHT ABOVE STATION WAS MARK WAS 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5812 ***********************************************************************
 DH5812  DESIGNATION -  CORPS OF DISCOVERY
 DH5812  PID         -  DH5812
 DH5812  STATE/COUNTY-  IL/MADISON
 DH5812  USGS QUAD   -  WOOD RIVER (1994)
 DH5812
 DH5812                         *CURRENT SURVEY CONTROL
 DH5812  ___________________________________________________________________
 DH5812* NAD 83(1997)-  38 48 06.70804(N)    090 06 10.95938(W)     ADJUSTED  
 DH5812* NAVD 88     -       130.8    (meters)     429.     (feet)  GPS OBS   
 DH5812  ___________________________________________________________________
 DH5812  X           -      -8,951.331 (meters)                     COMP
 DH5812  Y           -  -4,977,209.660 (meters)                     COMP
 DH5812  Z           -   3,975,261.452 (meters)                     COMP
 DH5812  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DH5812  ELLIP HEIGHT-          99.46  (meters)          (08/30/05) GPS OBS
 DH5812  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 DH5812
 DH5812  HORZ ORDER  -  FIRST
 DH5812  ELLP ORDER  -  FOURTH    CLASS I
 DH5812
 DH5812.The horizontal coordinates were established by GPS observations
 DH5812.and adjusted by the National Geodetic Survey in August 2005..
 DH5812
 DH5812.The orthometric height was determined by GPS observations and a
 DH5812.high-resolution geoid model.
 DH5812
 DH5812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5812
 DH5812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5812
 DH5812.The ellipsoidal height was determined by GPS observations
 DH5812.and is referenced to NAD 83.
 DH5812
 DH5812.The geoid height was determined by GEOID03.
 DH5812
 DH5812;                    North         East     Units Scale Factor Converg.
 DH5812;SPC IL W     -   236,976.638   705,526.392   MT  0.99994155   +0 02 23.5
 DH5812;SPC IL W     -   777,480.85  2,314,714.50   sFT  0.99994155   +0 02 23.5
 DH5812;UTM  15      - 4,298,776.755   751,573.837   MT  1.00037942   +1 48 58.6
 DH5812
 DH5812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5812!SPC IL W     -   0.99998439  x   0.99994155  =   0.99992595
 DH5812!UTM  15      -   0.99998439  x   1.00037942  =   1.00036381
 DH5812
 DH5812                          SUPERSEDED SURVEY CONTROL
 DH5812
 DH5812.No superseded survey control is available for this station.
 DH5812
 DH5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5157498777(NAD 83)
 DH5812_MARKER: DD = SURVEY DISK
 DH5812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5812_STAMPING: CORPS OF DISCOVERY
 DH5812_PROJECTION: FLUSH
 DH5812_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5812+STABILITY: SURFACE MOTION
 DH5812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5812+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 DH5812
 DH5812  HISTORY     - Date     Condition        Report By
 DH5812  HISTORY     - 20040303 MONUMENTED       NGS
 DH5812  HISTORY     - 20050808 GOOD             NGS
 DH5812
 DH5812                          STATION DESCRIPTION
 DH5812
 DH5812'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (CFP)
 DH5812'FROM EXIT 3B ON 270 WESTBOUND I 270 FOLLOW SR 3 NORTH 2.9 MILES TO THE
 DH5812'ENTRANCE OF THE  LEWIS AND CLARK STATE MEMORIAL PARK. FROM THE FOLLOW
 DH5812'THE ENTRANCE DRIVE TO THE  VISITORS CENTER AND THEN FOLLOW CHIPPED
 DH5812'PATH TO THE FORT. THE MARK IS LOCATED IN FRONT  OF THE GATE 17 M FROM
 DH5812'THE NW CORNER OF NW BLOCKHOUSE,  12.3 M FROM THE HINGE OF THE S  GATE
 DH5812'AND 18.9 M FROM THE NW CORNER OF THE SW BLOCKHOUSE. MARK IS A 10  IN
 DH5812'COMMEMORATIVE  DISK ETCHED WITH THE LEWIS AND CLARK LOGO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1495 ***********************************************************************
 MF1495  DESIGNATION -  CORTLAND
 MF1495  PID         -  MF1495
 MF1495  STATE/COUNTY-  IL/DE KALB
 MF1495  USGS QUAD   -  SYCAMORE (1975)
 MF1495
 MF1495                         *CURRENT SURVEY CONTROL
 MF1495  ___________________________________________________________________
 MF1495* NAD 83(1997)-  41 54 46.37110(N)    088 41 05.83930(W)     ADJUSTED  
 MF1495* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 MF1495  ___________________________________________________________________
 MF1495  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MF1495  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1495
 MF1495  HORZ ORDER  -  THIRD
 MF1495
 MF1495.The horizontal coordinates were established by classical geodetic methods
 MF1495.and adjusted by the National Geodetic Survey in October 1999..
 MF1495
 MF1495.The orthometric height was scaled from a topographic map.
 MF1495
 MF1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1495
 MF1495.The geoid height was determined by GEOID03.
 MF1495
 MF1495;                    North         East     Units Scale Factor Converg.
 MF1495;SPC IL E     -   582,486.110   270,828.854   MT  0.99998547   -0 14 05.6
 MF1495;SPC IL E     - 1,911,039.85    888,544.33   sFT  0.99998547   -0 14 05.6
 MF1495;UTM  16      - 4,641,476.299   360,263.624   MT  0.99984028   -1 07 32.6
 MF1495
 MF1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1495!SPC IL E     -   0.99996189  x   0.99998547  =   0.99994736
 MF1495!UTM  16      -   0.99996189  x   0.99984028  =   0.99980218
 MF1495
 MF1495:                Primary Azimuth Mark                     Grid Az
 MF1495:SPC IL E     -  CORTLAND AZ MK                           101 41 12.8
 MF1495:UTM  16      -  CORTLAND AZ MK                           102 34 39.8
 MF1495
 MF1495|---------------------------------------------------------------------|
 MF1495| PID    Reference Object                     Distance      Geod. Az  |
 MF1495|                                                           dddmmss.s |
 MF1495| CI6848 CORTLAND AZ MK                                     1012707.2 |
 MF1495| CI6851 CORTLAND RM 3                        14.772 METERS 12640     |
 MF1495| CI6850 CORTLAND RM 2                        29.352 METERS 26537     |
 MF1495| MF1482 DE KALB GENERAL ELEC CO W TK        APPROX. 4.0 KM 2992302.5 |
 MF1495| CI6849 CORTLAND RM 1                        26.255 METERS 35423     |
 MF1495|---------------------------------------------------------------------|
 MF1495
 MF1495                          SUPERSEDED SURVEY CONTROL
 MF1495
 MF1495  NAD 83(1986)-  41 54 46.37334(N)    088 41 05.84747(W) AD(       ) 3
 MF1495  NAD 27      -  41 54 46.28210(N)    088 41 05.54070(W) AD(       ) 3
 MF1495
 MF1495.Superseded values are not recommended for survey control.
 MF1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1495.See file dsdata.txt to determine how the superseded data were derived.
 MF1495
 MF1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6026441476(NAD 83)
 MF1495_MARKER: DS = TRIANGULATION STATION DISK
 MF1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1495
 MF1495  HISTORY     - Date     Condition        Report By
 MF1495  HISTORY     - 1954     MONUMENTED       CGS
 MF1495  HISTORY     - 1965     GOOD             CGS
 MF1495  HISTORY     - 1967     GOOD             CGS
 MF1495  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MF1495  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF1495
 MF1495                          STATION DESCRIPTION
 MF1495
 MF1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1495'STATION IS LOCATED ABOUT 5 MILES SOUTH OF SYCAMORE AND 3-1/2
 MF1495'MILES EAST OF DE KALB ALONG THE NORTH SIDE OF U.S. ALTERNATE
 MF1495'30 AND ON THE PROPERTY OF HILLMANS PURE FOOD CO.  IT IS 58
 MF1495'FEET NORTH OF THE CENTER OF U.S. ALTERNATE 30, 46 FEET NORTHWEST
 MF1495'OF A FENCE CORNER, 29 FEET WEST OF THE CENTER OF A GRAVEL
 MF1495'DRIVEWAY, 24 FEET NORTHEAST OF A FENCE CORNER AND 13 FEET EAST
 MF1495'OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK IS FLUSH
 MF1495'AND THE DISK IS STAMPED CORTLAND 1954.
 MF1495'
 MF1495'REFERENCE MARK NO. 1 IS 40 FEET WEST OF THE CENTER OF THE
 MF1495'GRAVEL DRIVEWAY AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS
 MF1495'FLUSH AND THE DISK IS STAMPED CORTLAND NO 1 1954.
 MF1495'
 MF1495'REFERENCE MARK NO. 2 IS 34 FEET NORTH OF THE CENTER OF THE
 MF1495'HIGHWAY, 22 FEET WEST OF A POWER LINE POLE AND 1 FOOT NORTH
 MF1495'OF A CONCRETE SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS
 MF1495'STAMPED CORTLAND NO 2 1954.
 MF1495'
 MF1495'AZIMUTH MARK IS 38 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MF1495'3 FEET WEST OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE LINE
 MF1495'AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 MF1495'AND THE DISK IS STAMPED CORTLAND 1954.
 MF1495'
 MF1495'TO REACH THE STATION FROM THE JUNCTION OF U.S. ALTERNATE 30
 MF1495'AND STATE HIGHWAY 23 IN DE KALB GO EAST ON U.S. ALTERNATE 30 FOR
 MF1495'3.3 MILES TO A PAVED CROSSROAD, CONTINUE EAST ON HIGHWAY 30
 MF1495'FOR 0.2 MILE TO A GRAVEL DRIVEWAY LEFT AND THE STATION ON THE
 MF1495'LEFT AS DESCRIBED.
 MF1495'
 MF1495'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY
 MF1495'30 FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MF1495'
 MF1495'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1495
 MF1495                          STATION RECOVERY (1965)
 MF1495
 MF1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 MF1495'THE STATION AND R.M. NO. 1 WERE RECOVERED AND FOUND IN GOOD
 MF1495'CONDITION.  R.M. 2 AND THE AZIMUTH MARK WERE DESTROYED WHEN
 MF1495'THE RIGHT OF WAY OF ALT. U.S. HIGHWAY 30 WAS WIDENED.  A NEW
 MF1495'REFERENCE MARK WAS SET AT THIS TIME BUT A NEW AZIMUTH MARK
 MF1495'COULD NOT BE ESTABLISHED AS NO OBJECTS WERE VISABLE FROM THE
 MF1495'GROUND.
 MF1495'
 MF1495'THE STATION MARK IS 74 FEET NORTH OF THE CENTERLINE OF ALT.
 MF1495'U.S. HIGHWAY 30, 44 FEET NORTHEAST OF A POWERLINE POLE, 28 FEET
 MF1495'WEST OF THE CENTERLINE OF A DRIVEWAY AND 15.5 FEET NORTH OF A
 MF1495'METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 MF1495'DISK IS STAMPED CORTLAND 1954.
 MF1495'
 MF1495'R.M. NO. 1 IS 102.5 FEET NORTH OF A POWERLINE POLE, 39.5 FEET
 MF1495'WEST OF THE CENTERLINE OF A DRIVEWAY AND 8 FEET NORTH OF A
 MF1495'TANGENT WITH A BUILDING TO THE WEST.  THE MARK IS FLUSH WITH
 MF1495'THE GROUND AND THE DISK IS STAMPED CORTLAND NO 1 1954.
 MF1495'
 MF1495'R.M. NO. 3 IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK AT THE
 MF1495'SOUTHWEST CORNER OF A CEMETERY, 12 FEET EAST OF THE GRAVELED
 MF1495'DRIVEWAY, 2 FEET EAST OF THE WEST EDGE OF THE SIDEWALK AND 6
 MF1495'INCHES NORTH OF THE SOUTH EDGE OF THE SIDEWALK.  THE DISK IS
 MF1495'STAMPED CORTLAND NO 3 1954 AND IS SET FLUSH WITH THE SIDEWALK.
 MF1495'
 MF1495'TO REACH THE STATION FROM DE KALB, FROM THE JUNCTION OF U.S.
 MF1495'ALTERNATE 30 AND STATE HIGHWAY 23, GO EAST ON ALT. U.S. 30 FOR
 MF1495'3.3 MILES TO PAVED CROSSROADS, CONTINUE EAST FOR 0.2 MILE TO
 MF1495'A GRAVELED DRIVEWAY ON LEFT TO WEST OF CEMETERY AND STATION ON
 MF1495'LEFT AS DESCRIBED.
 MF1495
 MF1495                          STATION RECOVERY (1967)
 MF1495
 MF1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1495'THE STATION MARK AND REFERENCE MARK 3 WERE FOUND AS DESCRIBED
 MF1495'AND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED AND
 MF1495'THE DISK WAS REMOVED.  A NEW REFERENCE MARK WAS SET.  THE
 MF1495'PREVIOUS RECOVERY NOTE IS GOOD WITH THE ADDED INFORMATION
 MF1495'ON REFERENCE MARK 4.
 MF1495'
 MF1495'REFERENCE MARK 4 IS 57 FEET NORTH OF THE CENTERLINE OF U.S.
 MF1495'HIGHWAY ALTERNATE 30, 65 FEET WEST OF THE CENTERLINE OF THE
 MF1495'DRIVEWAY AND 3 FEET EAST OF A POWER POLE.  THE MONUMENT PROJECTS
 MF1495'3 INCHES AND THE DISK IS STAMPED CORTLAND NO 4 1954.
 MF1495'
 MF1495'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1495'
 MF1495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COURTLAND
 MF1495
 MF1495                          STATION RECOVERY (1990)
 MF1495
 MF1495'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 MF1495'MARK NOT FOUND.
 MF1495
 MF1495                          STATION RECOVERY (1996)
 MF1495
 MF1495'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1860 ***********************************************************************
 HB1860  CBN         -  This is a Cooperative Base Network Control Station.
 HB1860  DESIGNATION -  COSBY R 9 14
 HB1860  PID         -  HB1860
 HB1860  STATE/COUNTY-  IL/POPE
 HB1860  USGS QUAD   -  SHETLERVILLE (1996)
 HB1860
 HB1860                         *CURRENT SURVEY CONTROL
 HB1860  ___________________________________________________________________
 HB1860* NAD 83(1997)-  37 25 25.70503(N)    088 29 13.56242(W)     ADJUSTED  
 HB1860* NAVD 88     -       126.8    (meters)     416.     (feet)  GPS OBS   
 HB1860  ___________________________________________________________________
 HB1860  X           -     133,901.097 (meters)                     COMP
 HB1860  Y           -  -5,069,857.903 (meters)                     COMP
 HB1860  Z           -   3,854,911.179 (meters)                     COMP
 HB1860  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 HB1860  ELLIP HEIGHT-          97.75  (meters)          (09/15/03) GPS OBS
 HB1860  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HB1860
 HB1860  HORZ ORDER  -  A
 HB1860  ELLP ORDER  -  FOURTH    CLASS I
 HB1860
 HB1860.The horizontal coordinates were established by GPS observations
 HB1860.and adjusted by the National Geodetic Survey in September 2003..
 HB1860
 HB1860.The orthometric height was determined by GPS observations and a
 HB1860.high-resolution geoid model.
 HB1860
 HB1860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1860
 HB1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1860
 HB1860.The ellipsoidal height was determined by GPS observations
 HB1860.and is referenced to NAD 83.
 HB1860
 HB1860.The geoid height was determined by GEOID03.
 HB1860
 HB1860;                    North         East     Units Scale Factor Converg.
 HB1860;SPC IL E     -    84,035.287   286,389.587   MT  0.99997728   -0 05 36.4
 HB1860;SPC IL E     -   275,705.77    939,596.50   sFT  0.99997728   -0 05 36.4
 HB1860;UTM  16      - 4,142,926.187   368,417.717   MT  0.99981327   -0 54 13.9
 HB1860
 HB1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1860!SPC IL E     -   0.99998466  x   0.99997728  =   0.99996194
 HB1860!UTM  16      -   0.99998466  x   0.99981327  =   0.99979793
 HB1860
 HB1860:                Primary Azimuth Mark                     Grid Az
 HB1860:SPC IL E     -  COSBY R 9 14 AZ MK                       198 08 52.3
 HB1860:UTM  16      -  COSBY R 9 14 AZ MK                       198 57 29.8
 HB1860
 HB1860|---------------------------------------------------------------------|
 HB1860| PID    Reference Object                     Distance      Geod. Az  |
 HB1860|                                                           dddmmss.s |
 HB1860| HB1859 COSBY R 9 14 AZ MK                  499.590 METERS 1980315.9 |
 HB1860|---------------------------------------------------------------------|
 HB1860
 HB1860                          SUPERSEDED SURVEY CONTROL
 HB1860
 HB1860  NAD 83(1997)-  37 25 25.70514(N)    088 29 13.56354(W) AD(       ) 1
 HB1860  ELLIP H (10/21/99)   97.77   (m)                       GP(       ) 4 1
 HB1860  NAD 83(1997)-  37 25 25.70962(N)    088 29 13.56250(W) AD(       ) 1
 HB1860  NAD 83(1986)-  37 25 25.71603(N)    088 29 13.56596(W) AD(       ) 1
 HB1860
 HB1860.Superseded values are not recommended for survey control.
 HB1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1860.See file dsdata.txt to determine how the superseded data were derived.
 HB1860
 HB1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6841842926(NAD 83)
 HB1860_MARKER: I = METAL ROD
 HB1860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1860_SP_SET: STAINLESS STEEL ROD
 HB1860_STAMPING: COSBY R-9-14 1991
 HB1860_MARK LOGO: USFS  
 HB1860_PROJECTION: FLUSH
 HB1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1860+STABILITY: POSITION/ELEVATION WELL
 HB1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1860+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002
 HB1860_ROD/PIPE-DEPTH: 10.0 meters
 HB1860
 HB1860  HISTORY     - Date     Condition        Report By
 HB1860  HISTORY     - 1991     MONUMENTED       USFS
 HB1860  HISTORY     - 19921212 GOOD
 HB1860  HISTORY     - 20020805 GOOD             NGS
 HB1860
 HB1860                          STATION DESCRIPTION
 HB1860
 HB1860'DESCRIBED BY US FOREST SERVICE 1991
 HB1860'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 LOCATED
 HB1860'IN HARRISBURG, IL GO SOUTHERLY ON ROUTE 34 36.1 KM (22.4 MI) TO THE
 HB1860'INTERSECTION OF ILLINOIS STATE ROUTES 34 AND 146, TURN RIGHT (WEST)ON
 HB1860'ROUTE 146 AND GO 8.6 KM (5.3 MI) TO THE STATION ON THE RIGHT
 HB1860'(NORTHERLY)SIDE OF THE ROAD.  STATION (COSBY) IS AN ALUMINUM CYLINDER
 HB1860'WITH ACCESS COVER, SET IN CONCRETE WITH CENTER PUNCHED VERTICAL
 HB1860'STAINLESS STEEL ROD INSIDE ACCESS COVER.
 HB1860'1.)  16.9M NORTHWEST OF THE CENTERLINE OF THE ROAD.
 HB1860'2.)  33.5M NORTHWEST OF A FENCE CORNER POST.
 HB1860'3.)  23.3M SOUTH OF A POWER POLE.
 HB1860
 HB1860                          STATION RECOVERY (1992)
 HB1860
 HB1860'RECOVERED 1992
 HB1860'RECOVERED IN GOOD CONDITION.
 HB1860
 HB1860                          STATION RECOVERY (2002)
 HB1860
 HB1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BE)
 HB1860'RECOVERED AS DESCRIBED
 HB1860' 
 HB1860'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1859 ***********************************************************************
 HB1859  DESIGNATION -  COSBY R 9 14 AZ MK
 HB1859  PID         -  HB1859
 HB1859  STATE/COUNTY-  IL/POPE
 HB1859  USGS QUAD   -  SHETLERVILLE (1996)
 HB1859
 HB1859                         *CURRENT SURVEY CONTROL
 HB1859  ___________________________________________________________________
 HB1859* NAD 83(1997)-  37 25 10.29785(N)    088 29 19.85927(W)     ADJUSTED  
 HB1859* NAVD 88     -       145.8    (meters)     478.     (feet)  GPS OBS   
 HB1859  ___________________________________________________________________
 HB1859  X           -     133,754.334 (meters)                     COMP
 HB1859  Y           -  -5,070,165.619 (meters)                     COMP
 HB1859  Z           -   3,854,545.486 (meters)                     COMP
 HB1859  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 HB1859  ELLIP HEIGHT-         116.75  (meters)          (03/08/05) GPS OBS
 HB1859  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HB1859
 HB1859  HORZ ORDER  -  FIRST
 HB1859  ELLP ORDER  -  FOURTH    CLASS I
 HB1859
 HB1859.The horizontal coordinates were established by classical geodetic methods
 HB1859.and adjusted by the National Geodetic Survey in October 1999..
 HB1859
 HB1859.The orthometric height was determined by GPS observations and a
 HB1859.high-resolution geoid model.
 HB1859
 HB1859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1859
 HB1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1859
 HB1859.The ellipsoidal height was determined by GPS observations
 HB1859.and is referenced to NAD 83.
 HB1859
 HB1859.The geoid height was determined by GEOID03.
 HB1859
 HB1859;                    North         East     Units Scale Factor Converg.
 HB1859;SPC IL E     -    83,560.560   286,233.983   MT  0.99997733   -0 05 40.2
 HB1859;SPC IL E     -   274,148.27    939,085.99   sFT  0.99997733   -0 05 40.2
 HB1859;UTM  16      - 4,142,453.785   368,255.442   MT  0.99981380   -0 54 17.4
 HB1859
 HB1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1859!SPC IL E     -   0.99998168  x   0.99997733  =   0.99995901
 HB1859!UTM  16      -   0.99998168  x   0.99981380  =   0.99979548
 HB1859
 HB1859:                Primary Azimuth Mark                     Grid Az
 HB1859:SPC IL E     -  COSBY R 9 14                             018 08 52.3
 HB1859:UTM  16      -  COSBY R 9 14                             018 57 29.5
 HB1859
 HB1859|---------------------------------------------------------------------|
 HB1859| PID    Reference Object                     Distance      Geod. Az  |
 HB1859|                                                           dddmmss.s |
 HB1859| HB1860 COSBY R 9 14                        499.590 METERS 0180312.1 |
 HB1859|---------------------------------------------------------------------|
 HB1859
 HB1859                          SUPERSEDED SURVEY CONTROL
 HB1859
 HB1859  ELLIP H (10/21/99)  116.76   (m)                       GP(       ) 4 1
 HB1859  NAD 83(1997)-  37 25 10.30233(N)    088 29 19.85833(W) AD(       ) 1
 HB1859  NAD 83(1986)-  37 25 10.30875(N)    088 29 19.86175(W) AD(       ) 1
 HB1859
 HB1859.Superseded values are not recommended for survey control.
 HB1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1859.See file dsdata.txt to determine how the superseded data were derived.
 HB1859
 HB1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6825542454(NAD 83)
 HB1859_MARKER: DD = SURVEY DISK
 HB1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1859_SP_SET: CONCRETE POST
 HB1859_STAMPING: COSBY AZIMUTH R-9-14 1991
 HB1859_MARK LOGO: USFS  
 HB1859_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1859+STABILITY: POSITION/ELEVATION WELL
 HB1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1859+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1859
 HB1859  HISTORY     - Date     Condition        Report By
 HB1859  HISTORY     - 1991     MONUMENTED       USFS
 HB1859  HISTORY     - 19921212 GOOD
 HB1859
 HB1859                          STATION DESCRIPTION
 HB1859
 HB1859'DESCRIBED BY US FOREST SERVICE 1991
 HB1859'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 LOCATED
 HB1859'IN HARRISBURG, IL GO SOUTHERLY ON ROUTE 34 36.1 KM (22.4 MI) TO THE
 HB1859'INTERSECTION OF ILLINOIS STATE ROUTES 34 AND 146, TURN RIGHT (WEST)ON
 HB1859'ROUTE 146 AND GO 8.6 KM (5.3 MI) TO THE STATION ON THE RIGHT
 HB1859'(NORTHERLY)SIDE OF THE ROAD.  STATION AZIMUTH (COSBY) IS A CIRCULAR
 HB1859'INSCRIBED ALUMINUM CAP WITH A CENTER PUNCHED MARK, SET IN CONRETE.
 HB1859'1.)  16.3M SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 HB1859'2.)  .64M NORTHEAST OF A CONCRETE R.O.W. MONUMENT.
 HB1859'3.)  18.6M SOUTHWEST OF A POWER POLE.
 HB1859
 HB1859                          STATION RECOVERY (1992)
 HB1859
 HB1859'RECOVERED 1992
 HB1859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2925 ***********************************************************************
 ME2925  DESIGNATION -  COTTAGE GROVE 1952
 ME2925  PID         -  ME2925
 ME2925  STATE/COUNTY-  IL/COOK
 ME2925  USGS QUAD   -  CALUMET CITY (1991)
 ME2925
 ME2925                         *CURRENT SURVEY CONTROL
 ME2925  ___________________________________________________________________
 ME2925* NAD 83(1997)-  41 30 21.29260(N)    087 35 45.20440(W)     ADJUSTED  
 ME2925* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 ME2925  ___________________________________________________________________
 ME2925  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 ME2925  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2925
 ME2925  HORZ ORDER  -  FIRST
 ME2925
 ME2925.The horizontal coordinates were established by classical geodetic methods
 ME2925.and adjusted by the National Geodetic Survey in October 1999..
 ME2925
 ME2925.The orthometric height was scaled from a topographic map.
 ME2925
 ME2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2925
 ME2925.The geoid height was determined by GEOID03.
 ME2925
 ME2925;                    North         East     Units Scale Factor Converg.
 ME2925;SPC IL E     -   537,489.236   361,566.752   MT  1.00002163   +0 29 19.4
 ME2925;SPC IL E     - 1,763,412.60  1,186,240.25   sFT  1.00002163   +0 29 19.4
 ME2925;SPC IN W     -   694,869.437   857,208.723   MT  0.99998919   -0 20 22.8
 ME2925;SPC IN W     - 2,279,750.81  2,812,358.95   sFT  0.99998919   -0 20 22.8
 ME2925;UTM  16      - 4,595,092.237   450,269.775   MT  0.99963043   -0 23 41.7
 ME2925
 ME2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2925!SPC IL E     -   0.99997310  x   1.00002163  =   0.99999473
 ME2925!SPC IN W     -   0.99997310  x   0.99998919  =   0.99996229
 ME2925!UTM  16      -   0.99997310  x   0.99963043  =   0.99960354
 ME2925
 ME2925:                Primary Azimuth Mark                     Grid Az
 ME2925:SPC IL E     -  LANSING MUNICIPAL TANK                   033 40 28.8
 ME2925:SPC IN W     -  LANSING MUNICIPAL TANK                   034 30 11.0
 ME2925:UTM  16      -  LANSING MUNICIPAL TANK                   034 33 29.9
 ME2925
 ME2925|---------------------------------------------------------------------|
 ME2925| PID    Reference Object                     Distance      Geod. Az  |
 ME2925|                                                           dddmmss.s |
 ME2925| ME2923 LANSING MUNICIPAL TANK              APPROX. 7.7 KM 0340948.2 |
 ME2925| ME2582 DYER ST JOSEPHS CATH CH SPIRE       APPROX. 6.7 KM 1015355.1 |
 ME2925| ME2584 DYER MUNICIPAL TANK                 APPROX. 6.4 KM 1025513.7 |
 ME2925| ME2924 COTTAGE GROVE 2                       6.748 METERS 18205     |
 ME2925| CM3353 COTTAGE GROVE AZ MK                                1820526.0 |
 ME2925| ME2590 CRETE MUNICIPAL TANK                APPROX. 7.5 KM 2042350.8 |
 ME2925| CM3355 COTTAGE GROVE RM 2                   25.176 METERS 24928     |
 ME2925| ME2598 CHICAGO HTS AM LOCOMOTIVE STK       APPROX. 4.5 KM 2510928.2 |
 ME2925| ME2917 CHICAGO HTS GEN FELT CO TANK        APPROX. 2.0 KM 2593531.0 |
 ME2925| ME2937 HOMEWOOD MUNICIPAL TANK             APPROX. 8.6 KM 3171803.4 |
 ME2925| ME2935 HOMEWOOD ILL C RR SHOP STACK        APPROX. 8.8 KM 3245018.8 |
 ME2925| ME2942 HOMEWOOD RAD STA KSA 716 MAST       APPROX. 7.5 KM 3260051.1 |
 ME2925| CM3354 COTTAGE GROVE RM 1                   29.468 METERS 35441     |
 ME2925|---------------------------------------------------------------------|
 ME2925
 ME2925                          SUPERSEDED SURVEY CONTROL
 ME2925
 ME2925  NAD 83(1997)-  41 30 21.29261(N)    087 35 45.20445(W) AD(       ) 1
 ME2925  NAD 83(1997)-  41 30 21.29761(N)    087 35 45.21125(W) AD(       ) 1
 ME2925  NAD 83(1986)-  41 30 21.29760(N)    087 35 45.21125(W) AD(       ) 1
 ME2925  NAD 27      -  41 30 21.17244(N)    087 35 45.05895(W) AD(       ) 1
 ME2925
 ME2925.Superseded values are not recommended for survey control.
 ME2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2925.See file dsdata.txt to determine how the superseded data were derived.
 ME2925
 ME2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5027095092(NAD 83)
 ME2925_MARKER: DS = TRIANGULATION STATION DISK
 ME2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2925+STABILITY: SURFACE MOTION
 ME2925
 ME2925  HISTORY     - Date     Condition        Report By
 ME2925  HISTORY     - 1952     MONUMENTED       CGS
 ME2925  HISTORY     - 1954     GOOD             CGS
 ME2925
 ME2925                          STATION DESCRIPTION
 ME2925
 ME2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2925'STATION IS LOCATED ABOUT 4 MILES WEST OF DRYER AND ABOUT 2 MILES EAST
 ME2925'OF CHICAGO HEIGHTS, ON THE
 ME2925'GROUNDS OF THE COTTAGE GROVE SCHOOL WHICH IS ALONG THE SOUTH SIDE OF
 ME2925'U.S. HIGHWAY 30.  IT IS 180 FEET
 ME2925'NORTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 ME2925'BUILDING, 153 FEET SOUTHEAST OF THE NORTHEAST
 ME2925'CORNER OF THE SCHOOL BUILDING AND 15
 ME2925'FEET WEST OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2925'STAMPED COTTAGE GROVE 1952.
 ME2925'
 ME2925'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 ME2925'30, 21 FEET WEST OF A FENCE
 ME2925'CORNER AND 1 FOOT SOUTH OF A FENCELINE.  THE MARK IS FLUSH AND THE
 ME2925'DISK IS STAMPED COTTAGE GROVE NO 1
 ME2925'1952.
 ME2925'
 ME2925'REFERENCE MARK NO. 2 IS 15 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2925'A CONCRETE BLOCK BUILDING.
 ME2925'THE MARK IS FLUSH AND THE DISK IS STAMPED COTTAGE GROVE NO 2 1952.
 ME2925'
 ME2925'AZIMUTH MARK IS 170 FEET EAST OF THE CENTER OF A PAVED ROAD, 34 FEET
 ME2925'NORTH OF THE NORTH RAIL OF
 ME2925'A RAILROAD, 13 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 2 FEET
 ME2925'WEST OF A WHITE WITNESS POST.  THE
 ME2925'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME2925'COTTAGE GROVE 1952.
 ME2925'
 ME2925'TO REACH THE STATION FROM THE JUNCTION OF HALSTED AND 14TH STREETS
 ME2925'(U.S. HIGHWAY 30) IN CHICAGO
 ME2925'HEIGHTS, GO EAST ON U.S. HIGHWAY 30 FOR 1.9 MILE TO COTTAGE GROVE
 ME2925'AVENUE AND THE COTTAGE GROVE
 ME2925'SCHOOL ON THE RIGHT AND THE STATION AS DESCRIBED.
 ME2925'
 ME2925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COTTAGE GROVE
 ME2925'AVENUE FOR 0.4 MILE TO A
 ME2925'DIRT SIDE ROAD LEFT, AND RAILROAD CROSSING.  THE MARK IS ON THE
 ME2925'EAST SIDE OF ROAD AS DESCRIBED.
 ME2925'
 ME2925'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 ME2925
 ME2925                          STATION RECOVERY (1954)
 ME2925
 ME2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 ME2925'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1952 AND
 ME2925'FOUND TO BE IN GOOD
 ME2925'CONDITION.
 ME2925'
 ME2925'THE COTTAGE GROVE SCHOOL BUILDING IS BEING ENLARGED AND THE STATION
 ME2925'MARK WAS IN THE WAY OF THE NEW
 ME2925'ADDITION.  AT THE REQUEST OF THE SCHOOL BOARD THE STATION MARK WAS
 ME2925'DESTROYED.  A NEW STATION COTTAGE GROVE 2
 ME2925'WAS ESTABLISHED.
 ME2925'
 ME2925'A TRAVERSE CONNECTION WAS MADE FROM THIS MARK TO COTTAGE GROVE 2.
 ME2925'THE DISTANCE IS 6.748 METERS
 ME2925'(22.14 FEET) SOUTH.
 ME2925'
 ME2925'ANY FUTURE REFERENCE TO THIS STATION SITE SHOULD BE MADE TO COTTAGE
 ME2925'GROVE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1271 ***********************************************************************
 KB1271  DESIGNATION -  COWDEN MUN TANK
 KB1271  PID         -  KB1271
 KB1271  STATE/COUNTY-  IL/SHELBY
 KB1271  USGS QUAD   -  FANCHER (1981)
 KB1271
 KB1271                         *CURRENT SURVEY CONTROL
 KB1271  ___________________________________________________________________
 KB1271* NAD 83(1997)-  39 15 03.93389(N)    088 51 51.16012(W)     ADJUSTED  
 KB1271* NAVD 88     -                                                        
 KB1271  ___________________________________________________________________
 KB1271  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 KB1271  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB1271
 KB1271  HORZ ORDER  -  THIRD
 KB1271
 KB1271.The horizontal coordinates were established by classical geodetic methods
 KB1271.and adjusted by the National Geodetic Survey in October 1999..
 KB1271
 KB1271
 KB1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1271
 KB1271.The geoid height was determined by GEOID03.
 KB1271
 KB1271;                    North         East     Units Scale Factor Converg.
 KB1271;SPC IL E     -   286,987.454   254,175.961   MT  1.00000084   -0 20 09.3
 KB1271;SPC IL E     -   941,558.01    833,908.97   sFT  1.00000084   -0 20 09.3
 KB1271;SPC IL W     -   287,651.995   812,422.514   MT  1.00009674   +0 49 27.0
 KB1271;SPC IL W     -   943,738.25  2,665,422.86   sFT  1.00009674   +0 49 27.0
 KB1271;UTM  16      - 4,346,297.308   339,141.063   MT  0.99991861   -1 10 47.2
 KB1271
 KB1271                          SUPERSEDED SURVEY CONTROL
 KB1271
 KB1271  NAD 83(1986)-  39 15 03.94921(N)    088 51 51.14693(W) AD(       ) 4
 KB1271  NAD 27      -  39 15 03.80476(N)    088 51 50.89745(W) AD(       ) 3
 KB1271
 KB1271.Superseded values are not recommended for survey control.
 KB1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1271.See file dsdata.txt to determine how the superseded data were derived.
 KB1271
 KB1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ3914146297(NAD 83)
 KB1271_MARKER: 53 = ELEVATED TANK
 KB1271
 KB1271  HISTORY     - Date     Condition        Report By
 KB1271  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1271
 KB1271                          STATION DESCRIPTION
 KB1271
 KB1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1271'COWDEN MUNICIPAL WATER TANK IS A BALL SHAPED TANK SUPPORTED BY
 KB1271'A SINGLE CYLINDRICAL SUPPORT.  THE STRUCTURE IS PAINTED GREEN,
 KB1271'HAS THE LETTERS COWDEN IN BLACK ON THE EAST SIDE, AND AN
 KB1271'OVERALL HEIGHT OF ABOUT 140 FEET.
 KB1271'
 KB1271'THE TANK IS LOCATED IN THE NORTHWEST EDGE OF COWDEN AT THE
 KB1271'EXTREME WEST END OF ELM STREET.
 KB1271'
 KB1271'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1171 ***********************************************************************
 KB1171  DESIGNATION -  COX
 KB1171  PID         -  KB1171
 KB1171  STATE/COUNTY-  IL/COLES
 KB1171  USGS QUAD   -  HUMBOLDT (1983)
 KB1171
 KB1171                         *CURRENT SURVEY CONTROL
 KB1171  ___________________________________________________________________
 KB1171* NAD 83(1997)-  39 31 14.21093(N)    088 22 07.86177(W)     ADJUSTED  
 KB1171* NAVD 88     -       214.5    (meters)     704.     (feet)  GPS OBS   
 KB1171  ___________________________________________________________________
 KB1171  X           -     140,244.351 (meters)                     COMP
 KB1171  Y           -  -4,924,894.015 (meters)                     COMP
 KB1171  Z           -   4,037,185.307 (meters)                     COMP
 KB1171  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KB1171  ELLIP HEIGHT-         182.35  (meters)          (12/06/04) GPS OBS
 KB1171  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KB1171
 KB1171  HORZ ORDER  -  FIRST
 KB1171  ELLP ORDER  -  FOURTH    CLASS I
 KB1171
 KB1171.The horizontal coordinates were established by GPS observations
 KB1171.and adjusted by the National Geodetic Survey in December 2002..
 KB1171
 KB1171.The orthometric height was determined by GPS observations and a
 KB1171.high-resolution geoid model.
 KB1171
 KB1171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1171
 KB1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1171
 KB1171.The ellipsoidal height was determined by GPS observations
 KB1171.and is referenced to NAD 83.
 KB1171
 KB1171.The geoid height was determined by GEOID03.
 KB1171
 KB1171;                    North         East     Units Scale Factor Converg.
 KB1171;SPC IL E     -   316,776.019   296,946.027   MT  0.99997511   -0 01 21.4
 KB1171;SPC IL E     - 1,039,289.32    974,230.42   sFT  0.99997511   -0 01 21.4
 KB1171;UTM  16      - 4,375,446.776   382,340.205   MT  0.99977044   -0 52 16.2
 KB1171
 KB1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1171!SPC IL E     -   0.99997139  x   0.99997511  =   0.99994650
 KB1171!UTM  16      -   0.99997139  x   0.99977044  =   0.99974184
 KB1171
 KB1171|---------------------------------------------------------------------|
 KB1171| PID    Reference Object                     Distance      Geod. Az  |
 KB1171|                                                           dddmmss.s |
 KB1171| CI6853 COX RM 1                             29.152 METERS 04611     |
 KB1171| KB1170 COX AZ MK                           APPROX. 0.8 KM 1065509.7 |
 KB1171| KB1204 MATTOON BLAW KNOX CO WATER TK       APPROX. 4.6 KM 1462039.7 |
 KB1171| CI6854 COX RM 2                             29.048 METERS 31429     |
 KB1171|---------------------------------------------------------------------|
 KB1171
 KB1171                          SUPERSEDED SURVEY CONTROL
 KB1171
 KB1171  ELLIP H (12/18/02)  182.35   (m)                       GP(       ) 4 2
 KB1171  NAD 83(1997)-  39 31 14.21169(N)    088 22 07.86062(W) AD(       ) 1
 KB1171  NAD 83(1997)-  39 31 14.21411(N)    088 22 07.86050(W) AD(       ) 1
 KB1171  NAD 83(1986)-  39 31 14.22351(N)    088 22 07.85787(W) AD(       ) 1
 KB1171  NAD 27      -  39 31 14.10398(N)    088 22 07.68610(W) AD(       ) 1
 KB1171  NGVD 29 (07/19/86)  214.0    (m)          702.     (f) VERT ANG       
 KB1171
 KB1171.Superseded values are not recommended for survey control.
 KB1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1171.See file dsdata.txt to determine how the superseded data were derived.
 KB1171
 KB1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8234075447(NAD 83)
 KB1171_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1171+STABILITY: SURFACE MOTION
 KB1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1171+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB1171
 KB1171  HISTORY     - Date     Condition        Report By
 KB1171  HISTORY     - 1980     MONUMENTED       NGS
 KB1171  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1171
 KB1171                          STATION DESCRIPTION
 KB1171
 KB1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1171'THE STATION IS LOCATED ABOUT 14.5 KM SOUTHEAST OF ALLENVILLE,
 KB1171'10.5 KM SOUTHWEST OF HUMBOLDT, 4.8 KM WEST OF INTERSTATE
 KB1171'HIGHWAY 57, 4 KM NORTH-NORTHEAST OF MATTOON, AND IN THE
 KB1171'NE1/4,NW1/4,S1,T12N,R7E OF MATTOON TOWNSHIP.  PERMISSION
 KB1171'FOR THE STATION WAS OBTAINED FROM
 KB1171'MR. J.R. LIVESAY, P.O. BOX 564, MATTOON, IL 61938.
 KB1171'TELEPHONE NUMBER 217-345-2526.
 KB1171'
 KB1171'TO REACH THE STATION FROM THE WEST SIDE OF THE CITY HALL IN
 KB1171'MATTOON, GO NORTH ON U.S. HIGHWAY 45 FOR 0.5 KM (0.3 MI) TO
 KB1171'WHERE U.S. HIGHWAY 45 TURNS RIGHT.  TURN RIGHT AND GO EAST
 KB1171'ON U.S. HIGHWAY 45 FOR 0.2 KM (0.15 MI) TO WHERE U.S. HIGHWAY 45
 KB1171'TURNS LEFT.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 45 FOR
 KB1171'3.2 KM (2.0 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KB1171'AHEAD ON U.S. HIGHWAY 45 FOR 0.3 KM (0.2 MI) TO A
 KB1171'CROSSROAD.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR
 KB1171'0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
 KB1171'
 KB1171'THE STATION IS A STANDARD NGS DISK
 KB1171'STAMPED---COX 1980---,
 KB1171'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1171'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 KB1171'27.6 METERS EAST FROM THE CENTER OF A GRAVEL ROAD
 KB1171'LEADING TO WLBH RADIO STATION,
 KB1171'22.85 METERS WEST FROM A POWER POLE, AND
 KB1171'13.3 METERS SOUTH FROM THE CENTER OF A PAVED ROAD.
 KB1171'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1171'STAMPED---COX 1980---,
 KB1171'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE SURFACE.
 KB1171'
 KB1171'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1171'STAMPED---COX NO 1 1980---,
 KB1171'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1171'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 KB1171'10.0 METERS NORTHWEST FROM THE JUNCTION OF A FIELD ROAD WITH THE
 KB1171'PAVED ROAD,
 KB1171'6.7 METERS NORTH FROM THE CENTER OF THE PAVED ROAD, AND
 KB1171'5.71 METERS EAST FROM POWER POLE NUMBER H3-2 9.
 KB1171'MARK IS LEVEL WITH STATION.
 KB1171'
 KB1171'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1171'STAMPED---COX NO 2 1980---,
 KB1171'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1171'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 KB1171'23.5 METERS EAST FROM A GRAVEL DRIVEWAY,
 KB1171'12.8 METERS WEST FROM A GRAVEL DRIVEWAY,
 KB1171'7.0 METERS SOUTHEAST FROM A 30-INCH OAK TREE, AND
 KB1171'6.7 METERS NORTH FROM THE CENTER OF THE PAVED ROAD.
 KB1171'MARK IS LEVEL WITH STATION.
 KB1171'
 KB1171'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1171'STAMPED---COX 1980---,
 KB1171'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1171'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 KB1171'9.0 METERS EAST FROM THE CENTER OF U.S. HIGHWAY 45,
 KB1171'0.90 METER NORTH FROM A POWER POLE, AND
 KB1171'0.90 METER SOUTH FROM A METAL WITNESS POST.
 KB1171'
 KB1171'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
 KB1171
 KB1171                          STATION RECOVERY (2000)
 KB1171
 KB1171'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1171'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1171'RECOVERED  IN GOOD CONDITION.THE RECOVERED STATION IS AN NGS
 KB1171'HORIZONTAL CONTROL MARK STAMPED---COX 1980---, IN THE TOP OF A
 KB1171'ROUND CONCRETE MONUMENT ONE FOOT IN DIAMETER RECESSED ONE
 KB1171'FOOT BELOW THE GROUND.  IT IS LOCATED 89.0  FEET (27.1 METERS) EAST
 KB1171'FROM THE CENTER OF A GRAVEL ROAD LEADING SOUTH TO WLBH RADIO
 KB1171'STATION, 66.0 FEET (20.1 METERS) NORTHWEST FROM A NEW POWER POLE,
 KB1171'AND 44.8 FEET (13.6 METERS) SOUTH FROM THE CENTERLINE OF COUNTY
 KB1171'HIGHWAY 18 (1000N COUNTY ROAD) 2-12 FOOT LANES OF ASPHALT119.4
 KB1171'FEET(36.4 METERS) SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK
 KB1171'MAILBOX ON THE NORTH SIDE OF THE ROAD.  THE STATION WAS
 KB1171'RECOVERED WITH THE ASSISTANCE OF MR. LONNIE COX WHO LIVES ON THE
 KB1171'NORTH SIDE OF THE ROAD AND WHO THE STATION IS NAMED FOR.  MR COX
 KB1171'INDICATED THE LOCATION OF THE OLD POLE CALLED FOR IN THE PREVIOUS
 KB1171'DESCRIPTION.
 KB1171' 
 KB1171'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1170 ***********************************************************************
 KB1170  DESIGNATION -  COX AZ MK
 KB1170  PID         -  KB1170
 KB1170  STATE/COUNTY-  IL/COLES
 KB1170  USGS QUAD   -  HUMBOLDT (1983)
 KB1170
 KB1170                         *CURRENT SURVEY CONTROL
 KB1170  ___________________________________________________________________
 KB1170* NAD 83(1997)-  39 31 06.49649(N)    088 21 35.12356(W)     ADJUSTED  
 KB1170* NAVD 88     -       211.4    (meters)     694.     (feet)  VERTCON   
 KB1170  ___________________________________________________________________
 KB1170  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KB1170  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KB1170
 KB1170  HORZ ORDER  -  SECOND
 KB1170
 KB1170.The horizontal coordinates were established by classical geodetic methods
 KB1170.and adjusted by the National Geodetic Survey in October 1999..
 KB1170
 KB1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1170
 KB1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1170
 KB1170.The geoid height was determined by GEOID03.
 KB1170
 KB1170;                    North         East     Units Scale Factor Converg.
 KB1170;SPC IL E     -   316,537.840   297,727.908   MT  0.99997506   -0 01 00.5
 KB1170;SPC IL E     - 1,038,507.90    976,795.64   sFT  0.99997506   -0 01 00.5
 KB1170;UTM  16      - 4,375,197.095   383,118.313   MT  0.99976820   -0 51 55.3
 KB1170
 KB1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1170!SPC IL E     -   0.99997187  x   0.99997506  =   0.99994693
 KB1170!UTM  16      -   0.99997187  x   0.99976820  =   0.99974008
 KB1170
 KB1170:                Primary Azimuth Mark                     Grid Az
 KB1170:SPC IL E     -  MATTOON ANACONDA CO WATER TANK           149 31 17.7
 KB1170:UTM  16      -  MATTOON ANACONDA CO WATER TANK           150 22 12.5
 KB1170
 KB1170|---------------------------------------------------------------------|
 KB1170| PID    Reference Object                     Distance      Geod. Az  |
 KB1170|                                                           dddmmss.s |
 KB1170| KB1203 MATTOON ANACONDA CO WATER TANK      APPROX. 4.1 KM 1493017.2 |
 KB1170| KB1204 MATTOON BLAW KNOX CO WATER TK       APPROX. 4.0 KM 1535215.4 |
 KB1170| KB1169 MATTOON CENTRAL COMM MAST           APPROX. 1.4 KM 1735524.0 |
 KB1170| KB1171 COX                                 APPROX. 0.8 KM 2865530.6 |
 KB1170|---------------------------------------------------------------------|
 KB1170
 KB1170                          SUPERSEDED SURVEY CONTROL
 KB1170
 KB1170  NAD 83(1997)-  39 31 06.49869(N)    088 21 35.12353(W) AD(       ) 2
 KB1170  NAD 83(1986)-  39 31 06.50823(N)    088 21 35.12084(W) AD(       ) 2
 KB1170  NAD 27      -  39 31 06.38847(N)    088 21 34.95011(W) AD(       ) 2
 KB1170  NGVD 29 (07/19/86)  211.5    (m)          694.     (f) VERT ANG       
 KB1170
 KB1170.Superseded values are not recommended for survey control.
 KB1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1170.See file dsdata.txt to determine how the superseded data were derived.
 KB1170
 KB1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8311875197(NAD 83)
 KB1170_MARKER: DZ = AZIMUTH MARK DISK
 KB1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1170+STABILITY: SURFACE MOTION
 KB1170
 KB1170  HISTORY     - Date     Condition        Report By
 KB1170  HISTORY     - 1980     MONUMENTED       NGS
 KB1170
 KB1170                          STATION DESCRIPTION
 KB1170
 KB1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1170'THE STATION IS LOCATED ABOUT 15.2 KM SOUTHEAST OF ALLENVILLE,
 KB1170'10.0 KM SOUTH-SOUTHWEST OF HUMBOLDT, 3.2 KM NORTH-NORTHEAST
 KB1170'OF MATTOON, ON RIGHT-OF-WAY OF U.S. HIGHWAY 45, AND IN THE
 KB1170'NW1/4,NW1/4,S6,T13N,R8E OF LAFAYETTE TOWNSHIP.  PERMISSION FOR
 KB1170'THE STATION WAS OBTAINED FROM ILLINOIS DEPARTMENT OF
 KB1170'TRANSPORTATION, MR. P.R. ENGELBERTH, DISTRICT TRAFFIC ENGINEER,
 KB1170'DIVISION OF HIGHWAYS, DISTRICT 5, TRANSPORTATION BUILDING,
 KB1170'PARIS, IL 61944.  TELEPHONE NUMBER 217-465-4181.
 KB1170'
 KB1170'TO REACH THE STATION FROM THE WEST SIDE OF THE CITY HALL IN
 KB1170'MATTOON, GO NORTH ON U.S. HIGHWAY 45 FOR 0.5 KM (0.3 MI) TO
 KB1170'WHERE U.S. HIGHWAY 45 TURNS RIGHT.  TURN RIGHT AND GO EAST
 KB1170'ON U.S. HIGHWAY 45 FOR 0.2 KM (0.15 MI) TO WHERE U.S. HIGHWAY 45
 KB1170'TURNS LEFT.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 45 FOR
 KB1170'3.2 KM (2.0 MI) TO THE STATION ON THE RIGHT, 0.3 KM (0.2 MI)
 KB1170'BEFORE REACHING A CROSSROAD.
 KB1170'
 KB1170'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 KB1170'STAMPED---COX 1980---,
 KB1170'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 37 CM IN DIAMETER
 KB1170'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 KB1170'9.0 METERS EAST FROM THE CENTER OF U.S. HIGHWAY 45,
 KB1170'0.90 METER NORTH FROM A POWER POLE, AND
 KB1170'0.90 METER SOUTH FROM A METAL WITNESS POST.
 KB1170'
 KB1170'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8307 ***********************************************************************
 AJ8307  PACS        -  This is a Primary Airport Control Station.
 AJ8307  DESIGNATION -  CPS A
 AJ8307  PID         -  AJ8307
 AJ8307  STATE/COUNTY-  IL/ST CLAIR
 AJ8307  USGS QUAD   -  CAHOKIA (1993)
 AJ8307
 AJ8307                         *CURRENT SURVEY CONTROL
 AJ8307  ___________________________________________________________________
 AJ8307* NAD 83(1997)-  38 34 01.45340(N)    090 08 48.71569(W)     ADJUSTED  
 AJ8307* NAVD 88     -       122.72   (meters)     402.6    (feet)  GPS OBS   
 AJ8307  ___________________________________________________________________
 AJ8307  X           -     -12,799.762 (meters)                     COMP
 AJ8307  Y           -  -4,993,486.567 (meters)                     COMP
 AJ8307  Z           -   3,954,910.666 (meters)                     COMP
 AJ8307  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AJ8307  ELLIP HEIGHT-          91.86  (meters)          (09/22/04) GPS OBS
 AJ8307  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 AJ8307
 AJ8307  HORZ ORDER  -  B
 AJ8307  ELLP ORDER  -  FOURTH    CLASS I
 AJ8307
 AJ8307.This mark is at St Louis Downtown-Parks Airport (CPS)
 AJ8307
 AJ8307.The horizontal coordinates were established by GPS observations
 AJ8307.and adjusted by the National Geodetic Survey in November 2002..
 AJ8307
 AJ8307.The orthometric height was determined by GPS observations and a
 AJ8307.high-resolution geoid model.
 AJ8307
 AJ8307.GPS derived orthometric heights for airport stations designated as
 AJ8307.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8307.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8307.not indicate centimeter accuracy relative to other marks which are
 AJ8307.part of the NAVD 88 network.
 AJ8307
 AJ8307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8307
 AJ8307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8307
 AJ8307.The ellipsoidal height was determined by GPS observations
 AJ8307.and is referenced to NAD 83.
 AJ8307
 AJ8307.The geoid height was determined by GEOID03.
 AJ8307
 AJ8307;                    North         East     Units Scale Factor Converg.
 AJ8307;SPC IL W     -   210,912.193   701,725.609   MT  0.99994121   +0 00 44.4
 AJ8307;SPC IL W     -   691,967.75  2,302,244.77   sFT  0.99994121   +0 00 44.4
 AJ8307;UTM  15      - 4,272,596.030   748,579.492   MT  1.00036102   +1 46 46.7
 AJ8307
 AJ8307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8307!SPC IL W     -   0.99998559  x   0.99994121  =   0.99992680
 AJ8307!UTM  15      -   0.99998559  x   1.00036102  =   1.00034660
 AJ8307
 AJ8307                          SUPERSEDED SURVEY CONTROL
 AJ8307
 AJ8307  ELLIP H (11/27/02)   91.87   (m)                       GP(       ) 4 1
 AJ8307  NAD 83(1997)-  38 34 01.45331(N)    090 08 48.71589(W) AD(       ) B
 AJ8307  ELLIP H (03/18/02)   91.87   (m)                       GP(       ) 4 1
 AJ8307
 AJ8307.Superseded values are not recommended for survey control.
 AJ8307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8307.See file dsdata.txt to determine how the superseded data were derived.
 AJ8307
 AJ8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4857972596(NAD 83)
 AJ8307_MARKER: I = METAL ROD
 AJ8307_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8307_STAMPING: CPS A 2001
 AJ8307_MARK LOGO: NGS   
 AJ8307_PROJECTION: FLUSH
 AJ8307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8307+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 AJ8307_ROD/PIPE-DEPTH: 32.0 meters
 AJ8307_SLEEVE-DEPTH  : 1 meters
 AJ8307
 AJ8307  HISTORY     - Date     Condition        Report By
 AJ8307  HISTORY     - 20010401 MONUMENTED       WOOLPT
 AJ8307
 AJ8307                          STATION DESCRIPTION
 AJ8307
 AJ8307'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8307'THE STATION IS LOCATED APPROXIMATELY 4.5 MI SOUTHEAST OF ST. LOUIS,
 AJ8307'3 MI SOUTHWEST OF EAST ST. LOUIS, 1.5 MI EAST OF CAHOKIA, AND IS AT
 AJ8307'THE ST. LOUIS DOWNTOWN PARKS AIRPORT. OWNERSHIP-- ST. LOUIS
 AJ8307'DOWNTOWN PARKS AIRPORT, AIRPORT MANAGER ROBERT MCDANIEL,
 AJ8307'OPERATIONS MANAGER NICK PRINSTER, PHONE NUMBER (618) 337-6060.
 AJ8307'CONTACT THE OPERATIONS MANAGER AT LEAST SEVEN DAYS IN ADVANCE
 AJ8307'TO ARRANGE FOR ACCESS TO THE STATION.
 AJ8307' 
 AJ8307'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 255 (EXIT
 AJ8307'15) AND MOUSETTE LANE, PROCEED NORTHWEST 2.7 MI ALONG MOUSETTE
 AJ8307'LANE (TURNING INTO SAUGET INDUSTRIAL PARKWAY) TO THE JUNCTION OF
 AJ8307'CURTISS STEINBERG ROAD. TURN LEFT AND PROCEED WEST 0.3 MI ALONG
 AJ8307'CURTISS STEINBERG ROAD TO THE JUNCTION OF ARCHVIEW DRIVE. TURN
 AJ8307'RIGHT AND PROCEED WEST AND SOUTH ON ARCHVIEW DRIVE 0.25 MI ALONG
 AJ8307'ARCHVIEW DRIVE TO THE MAIN GATE ON THE SOUTH SIDE OF THE TERMINAL
 AJ8307'BUILDING. PROCEED WEST THROUGH THE GATE AND ONTO THE TARMAC.
 AJ8307'PROCEED SOUTHEAST 0.1 MI ACROSS THE TARMAC TO THE JUNCTION OF G.
 AJ8307'TURN RIGHT AND PROCEED SOUTHWEST 0.07 MI ALONG TAXIWAY G TO THE
 AJ8307'JUNCTION OF TAXIWAY B. TURN LEFT AND PROCEED NORTHEAST 0.7 MI
 AJ8307'ALONG TAXIWAY B TO THE STATION ON THE LEFT, JUST PAST THE JUNCTION
 AJ8307'OF TAXIWAY M.
 AJ8307' 
 AJ8307'THE STATION IS LOCATED 72.26 M ON AN AZIMUTH OF 33 DEGREES FROM
 AJ8307'THE EDGE OF PAVEMENT OF TAXIWAY B, 54.9 M ON AN AZIMUTH OF 122
 AJ8307'DEGREES FROM THE EDGE OF PAVEMENT OF TAXIWAY M, AND 100.83 M
 AJ8307'ON AN AZIMUTH OF 172 DEGREES FROM THE SOUTHERNMOST REIL
 AJ8307'LIGHT FOR RUNWAY 30R. THE STATION IS A PUNCHMARK SET IN THE TOP OF
 AJ8307'A STAINLESS STEEL ROD DRIVEN TO A REFUSAL DEPTH OF 32.0 M AND
 AJ8307'ENCASED IN A 1 M FINNED SLEEVE FILLED WITH NON-TOXIC GREASE 8 CM
 AJ8307'BENEATH A NGS LOGO CAP STAMPED-- CPS A 2001-- AND SURROUNDED BY A
 AJ8307'FIVE INCH PVC PIPE ENCASED IN A 0.3 M DIAMETER CONCRETE COLLAR WITH
 AJ8307'AN IMBEDDED IRON ROD AND SET FLUSH WITH THE GROUND. THE SLEEVE
 AJ8307'DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THIS
 AJ8307'STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AJ8307'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8843 ***********************************************************************
 AC8843  SACS        -  This is a Secondary Airport Control Station.
 AC8843  DESIGNATION -  CPS CONT PT C 1973
 AC8843  PID         -  AC8843
 AC8843  STATE/COUNTY-  IL/ST CLAIR
 AC8843  USGS QUAD   -  CAHOKIA (1993)
 AC8843
 AC8843                         *CURRENT SURVEY CONTROL
 AC8843  ___________________________________________________________________
 AC8843* NAD 83(1997)-  38 34 39.31971(N)    090 09 42.62291(W)     ADJUSTED  
 AC8843* NAVD 88     -       124.17   (meters)     407.4    (feet)  GPS OBS   
 AC8843  ___________________________________________________________________
 AC8843  X           -     -14,102.754 (meters)                     COMP
 AC8843  Y           -  -4,992,756.123 (meters)                     COMP
 AC8843  Z           -   3,955,824.425 (meters)                     COMP
 AC8843  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AC8843  ELLIP HEIGHT-          93.26  (meters)          (09/22/04) GPS OBS
 AC8843  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 AC8843
 AC8843  HORZ ORDER  -  FIRST
 AC8843  ELLP ORDER  -  FOURTH    CLASS I
 AC8843
 AC8843.This mark is at St Louis Downtown-Parks Airport (CPS)
 AC8843
 AC8843.The horizontal coordinates were established by GPS observations
 AC8843.and adjusted by the National Geodetic Survey in November 2002..
 AC8843
 AC8843.The orthometric height was determined by GPS observations and a
 AC8843.high-resolution geoid model.
 AC8843
 AC8843.GPS derived orthometric heights for airport stations designated as
 AC8843.PACS or SACS are published to 2 decimal places.  This maintains
 AC8843.centimeter relative accuracy between the PACS and SACS.  It does
 AC8843.not indicate centimeter accuracy relative to other marks which are
 AC8843.part of the NAVD 88 network.
 AC8843
 AC8843.Photographs are available for this station.
 AC8843
 AC8843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8843
 AC8843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8843
 AC8843.The ellipsoidal height was determined by GPS observations
 AC8843.and is referenced to NAD 83.
 AC8843
 AC8843.The geoid height was determined by GEOID03.
 AC8843
 AC8843;                    North         East     Units Scale Factor Converg.
 AC8843;SPC IL W     -   212,079.571   700,420.593   MT  0.99994118   +0 00 10.8
 AC8843;SPC IL W     -   695,797.73  2,297,963.23   sFT  0.99994118   +0 00 10.8
 AC8843;UTM  15      - 4,273,723.070   747,238.534   MT  1.00035282   +1 46 14.5
 AC8843
 AC8843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8843!SPC IL W     -   0.99998537  x   0.99994118  =   0.99992655
 AC8843!UTM  15      -   0.99998537  x   1.00035282  =   1.00033818
 AC8843
 AC8843                          SUPERSEDED SURVEY CONTROL
 AC8843
 AC8843  ELLIP H (11/27/02)   93.28   (m)                       GP(       ) 4 1
 AC8843  NAD 83(1997)-  38 34 39.31962(N)    090 09 42.62311(W) AD(       ) 1
 AC8843  ELLIP H (03/18/02)   93.27   (m)                       GP(       ) 4 1
 AC8843
 AC8843.Superseded values are not recommended for survey control.
 AC8843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8843.See file dsdata.txt to determine how the superseded data were derived.
 AC8843
 AC8843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4723973723(NAD 83)
 AC8843_MARKER: I = METAL ROD
 AC8843_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8843_MARK LOGO: NGS   
 AC8843_PROJECTION: RECESSED 4 CENTIMETERS
 AC8843_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8843+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2001
 AC8843
 AC8843  HISTORY     - Date     Condition        Report By
 AC8843  HISTORY     - 1973     MONUMENTED       NGS
 AC8843  HISTORY     - 19870615 GOOD             NGS
 AC8843  HISTORY     - 20010419 GOOD             WOOLPT
 AC8843
 AC8843                          STATION DESCRIPTION
 AC8843
 AC8843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AC8843'THE STATION IS LOCATED AT BI STATE PARKS AIRPORT ON THE WEST SIDE OF
 AC8843'RUNWAY 4-22 NEAR THE 22 END.  STATION IS 50 FT (15.2 M) FROM THE WEST
 AC8843'EDGE OF THE RUNWAY AND 132.69 FT (40.44 M) FROM C/L END 22.  STATION
 AC8843'IS A CENTER PUNCHED COPPER WELD ROD DRIVEN FLUSH WITH THE GROUND.
 AC8843
 AC8843                          STATION RECOVERY (2001)
 AC8843
 AC8843'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 AC8843'THE STATION IS LOCATED APPROXIMATELY 4.5 MI SOUTHEAST OF ST. LOUIS,
 AC8843'3 MI SOUTHWEST OF EAST ST. LOUIS, 1.5 MI EAST OF CAHOKIA, AND IS AT
 AC8843'THE ST. LOUIS DOWNTOWN PARKS AIRPORT. OWNERSHIP-- ST. LOUIS
 AC8843'DOWNTOWN PARKS AIRPORT, AIRPORT MANAGER ROBERT MCDANIEL,
 AC8843'OPERATIONS MANAGER NICK PRINSTER, PHONE NUMBER (618) 337-6060.
 AC8843'CONTACT THE OPERATIONS MANAGER AT LEAST SEVEN DAYS IN ADVANCE
 AC8843'TO ARRANGE FOR ACCESS TO THE STATION.
 AC8843' 
 AC8843'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 255 (EXIT
 AC8843'15) AND MOUSETTE LANE, PROCEED NORTHWEST 2.7 MI ALONG MOUSETTE
 AC8843'LANE (TURNING INTO SAUGET INDUSTRIAL PARKWAY) TO THE JUNCTION OF
 AC8843'CURTISS STEINBERG ROAD. TURN LEFT AND PROCEED WEST 0.3 MI ALONG
 AC8843'CURTISS STEINBERG ROAD TO THE JUNCTION OF ARCHVIEW DRIVE. TURN
 AC8843'RIGHT AND PROCEED WEST AND SOUTH ON ARCHVIEW DRIVE 0.25 MI ALONG
 AC8843'ARCHVIEW DRIVE TO THE MAIN GATE ON THE SOUTH SIDE OF THE TERMINAL
 AC8843'BUILDING. PROCEED WEST THROUGH THE GATE AND ONTO THE TARMAC.
 AC8843'PROCEED NORTHWEST 0.1 MI ACROSS THE TARMAC TO THE JUNCTION OF
 AC8843'TAXIWAY P. TURN RIGHT AND PROCEED 0.05 MI ALONG TAXIWAY P TO THE
 AC8843'STATION ON THE LEFT IN THE GRASS MEDIAN FORMED BY RUNWAY 4-22,
 AC8843'AND TAXIWAYS A,C, AND P.
 AC8843' 
 AC8843'THE STATION IS LOCATED 24.32 M ON AN AZIMUTH OF 42 DEGREES FROM
 AC8843'THE EDGE OF PAVEMENT OF TAXIWAY A, 12.52 M ON AN AZIMUTH OF 150
 AC8843'DEGREES FROM THE EDGE OF PAVEMENT OF TAXIWAY C, 9.61 M ON AN
 AC8843'AZIMUTH OF 215 DEGREES FROM THE NORTHWEST CORNER OF THE PAD
 AC8843'FOR THE SIGN-- TO C P--, 7.52 M FROM THE NORTHWEST CORNER OF THE
 AC8843'PAD FOR THE SIGN-- TO P--, AND 4.00 M ON AN AZIMUTH OF 266 DEGREES
 AC8843'FROM A 0.6 M SQUARE CATCHBASIN. THE STATION IS A PUNCHMARK SET IN
 AC8843'THE TOP OF A COPPER ROD RECESSED 0.04 M BENEATH THE GROUND. THIS
 AC8843'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AC8843' 
 AC8843' 
 AC8843' 
 AC8843'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8844 ***********************************************************************
 AC8844  SACS        -  This is a Secondary Airport Control Station.
 AC8844  DESIGNATION -  CPS CONT PT D 1973
 AC8844  PID         -  AC8844
 AC8844  STATE/COUNTY-  IL/ST CLAIR
 AC8844  USGS QUAD   -  CAHOKIA (1993)
 AC8844
 AC8844                         *CURRENT SURVEY CONTROL
 AC8844  ___________________________________________________________________
 AC8844* NAD 83(1997)-  38 34 21.72946(N)    090 10 06.62695(W)     ADJUSTED  
 AC8844* NAVD 88     -       124.14   (meters)     407.3    (feet)  GPS OBS   
 AC8844  ___________________________________________________________________
 AC8844  X           -     -14,684.780 (meters)                     COMP
 AC8844  Y           -  -4,993,092.646 (meters)                     COMP
 AC8844  Z           -   3,955,400.361 (meters)                     COMP
 AC8844  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AC8844  ELLIP HEIGHT-          93.24  (meters)          (09/22/04) GPS OBS
 AC8844  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 AC8844
 AC8844  HORZ ORDER  -  FIRST
 AC8844  ELLP ORDER  -  FOURTH    CLASS I
 AC8844
 AC8844.This mark is at St Louis Downtown-Parks Airport (CPS)
 AC8844
 AC8844.The horizontal coordinates were established by GPS observations
 AC8844.and adjusted by the National Geodetic Survey in November 2002..
 AC8844
 AC8844.The orthometric height was determined by GPS observations and a
 AC8844.high-resolution geoid model.
 AC8844
 AC8844.GPS derived orthometric heights for airport stations designated as
 AC8844.PACS or SACS are published to 2 decimal places.  This maintains
 AC8844.centimeter relative accuracy between the PACS and SACS.  It does
 AC8844.not indicate centimeter accuracy relative to other marks which are
 AC8844.part of the NAVD 88 network.
 AC8844
 AC8844.Photographs are available for this station.
 AC8844
 AC8844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8844
 AC8844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8844
 AC8844.The ellipsoidal height was determined by GPS observations
 AC8844.and is referenced to NAD 83.
 AC8844
 AC8844.The geoid height was determined by GEOID03.
 AC8844
 AC8844;                    North         East     Units Scale Factor Converg.
 AC8844;SPC IL W     -   211,537.192   699,839.591   MT  0.99994118   -0 00 04.1
 AC8844;SPC IL W     -   694,018.27  2,296,057.06   sFT  0.99994118   -0 00 04.1
 AC8844;UTM  15      - 4,273,162.797   746,674.307   MT  1.00034939   +1 45 58.8
 AC8844
 AC8844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8844!SPC IL W     -   0.99998537  x   0.99994118  =   0.99992655
 AC8844!UTM  15      -   0.99998537  x   1.00034939  =   1.00033476
 AC8844
 AC8844                          SUPERSEDED SURVEY CONTROL
 AC8844
 AC8844  ELLIP H (11/27/02)   93.25   (m)                       GP(       ) 4 1
 AC8844  NAD 83(1997)-  38 34 21.72937(N)    090 10 06.62715(W) AD(       ) 1
 AC8844  ELLIP H (03/18/02)   93.25   (m)                       GP(       ) 4 1
 AC8844
 AC8844.Superseded values are not recommended for survey control.
 AC8844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8844.See file dsdata.txt to determine how the superseded data were derived.
 AC8844
 AC8844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4667473163(NAD 83)
 AC8844_MARKER: I = METAL ROD
 AC8844_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8844_MARK LOGO: NGS   
 AC8844_PROJECTION: RECESSED 8 CENTIMETERS
 AC8844_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8844+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2001
 AC8844
 AC8844  HISTORY     - Date     Condition        Report By
 AC8844  HISTORY     - 1973     MONUMENTED       NGS
 AC8844  HISTORY     - 19870615 GOOD             NGS
 AC8844  HISTORY     - 20010419 GOOD             WOOLPT
 AC8844
 AC8844                          STATION DESCRIPTION
 AC8844
 AC8844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AC8844'THE STATION IS LOCATED AT BI STATE PARKS AIRPORT ON THE WEST SIDE OF
 AC8844'RUNWAY 4-22 NEAR THE 4 END.  STATION IS 50 FT (15.2 M) FROM THE WEST
 AC8844'EDGE OF THE RUNWAY AND 126.58 FT (38.58 M) FROM C/L END 4.  STATION IS
 AC8844'A CENTER PUNCHED COPPER WELD ROD DRIVEN FLUSH WITH THE GROUND.
 AC8844
 AC8844                          STATION RECOVERY (2001)
 AC8844
 AC8844'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 AC8844'THE STATION IS LOCATED APPROXIMATELY 4.5 MI SOUTHEAST OF ST. LOUIS,
 AC8844'3 MI SOUTHWEST OF EAST ST. LOUIS, 1.5 MI EAST OF CAHOKIA, AND IS AT
 AC8844'THE ST. LOUIS DOWNTOWN PARKS AIRPORT. OWNERSHIP-- ST. LOUIS
 AC8844'DOWNTOWN PARKS AIRPORT, AIRPORT MANAGER ROBERT MCDANIEL,
 AC8844'OPERATIONS MANAGER NICK PRINSTER, PHONE NUMBER (618) 337-6060.
 AC8844'CONTACT THE OPERATIONS MANAGER AT LEAST SEVEN DAYS IN ADVANCE
 AC8844'TO ARRANGE FOR ACCESS TO THE STATION.
 AC8844' 
 AC8844'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 255 (EXIT
 AC8844'15) AND MOUSETTE LANE, PROCEED NORTHWEST 2.7 MI ALONG MOUSETTE
 AC8844'LANE (TURNING INTO SAUGET INDUSTRIAL PARKWAY) TO THE JUNCTION OF
 AC8844'CURTISS STEINBERG ROAD. TURN LEFT AND PROCEED WEST 0.3 MI ALONG
 AC8844'CURTISS STEINBERG ROAD TO THE JUNCTION OF ARCHVIEW DRIVE. TURN
 AC8844'RIGHT AND PROCEED WEST AND SOUTH ON ARCHVIEW DRIVE 0.25 MI ALONG
 AC8844'ARCHVIEW DRIVE TO THE MAIN GATE ON THE SOUTH SIDE OF THE TERMINAL
 AC8844'BUILDING. PROCEED WEST THROUGH THE GATE AND ONTO THE TARMAC.
 AC8844'PROCEED NORTHWEST 0.1 MI ACROSS THE TARMAC TO THE JUNCTION OF
 AC8844'TAXIWAY P. TURN RIGHT AND PROCEED 0.05 MI ALONG TAXIWAY P TO THE
 AC8844'JUNCTION OF TAXIWAY C. TURN RIGHT AND PROCEED SOUTHWEST 0.5 MI
 AC8844'ALONG TAXIWAY C TO THE HOLD SHORT LINE FOR THE APPROACH END OF
 AC8844'RUNWAY 4 AND THE STATION ON THE LEFT.
 AC8844' 
 AC8844'THE STATION IS LOCATED 13.78 M ON AN AZIMUTH OF 97 DEGREES FROM
 AC8844'THE EDGE OF PAVEMENT OF TAXIWAYC AT THE HOLD LINE, 15.21 M ON AN
 AC8844'AZIMUTH OF 320 DEGREES FROM THE EDGE OF PAVEMENT OF RUNWAY 4-22,
 AC8844'AND 9.18 M ON AN AZIMUTH OF 212 DEGREES FROM A 0.6 M SQUARE
 AC8844'CATCHBASIN. THE STATION IS A PUNCHMARK SET IN THE TOP OF A COPPER
 AC8844'ROD RECESSED 0.08 M BENEATH THE GROUND. THIS STATION IS
 AC8844'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AC8844' 
 AC8844' 
 AC8844' 
 AC8844' 
 AC8844'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1670 ***********************************************************************
 HB1670  DESIGNATION -  CRAB
 HB1670  PID         -  HB1670
 HB1670  STATE/COUNTY-  IL/WILLIAMSON
 HB1670  USGS QUAD   -  CRAB ORCHARD LAKE (1996)
 HB1670
 HB1670                         *CURRENT SURVEY CONTROL
 HB1670  ___________________________________________________________________
 HB1670* NAD 83(1997)-  37 39 42.47702(N)    089 05 50.06467(W)     ADJUSTED  
 HB1670* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 HB1670  ___________________________________________________________________
 HB1670  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HB1670  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 HB1670
 HB1670  HORZ ORDER  -  SECOND
 HB1670
 HB1670.The horizontal coordinates were established by classical geodetic methods
 HB1670.and adjusted by the National Geodetic Survey in October 1999..
 HB1670
 HB1670.The orthometric height was scaled from a topographic map.
 HB1670
 HB1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1670
 HB1670.The geoid height was determined by GEOID03.
 HB1670
 HB1670;                    North         East     Units Scale Factor Converg.
 HB1670;SPC IL E     -   110,712.316   232,598.393   MT  1.00003093   -0 28 00.4
 HB1670;SPC IL E     -   363,228.66    763,116.56   sFT  1.00003093   -0 28 00.4
 HB1670;UTM  16      - 4,170,361.124   315,014.946   MT  1.00002150   -1 16 54.4
 HB1670
 HB1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1670!SPC IL E     -   0.99997631  x   1.00003093  =   1.00000724
 HB1670!UTM  16      -   0.99997631  x   1.00002150  =   0.99999781
 HB1670
 HB1670|---------------------------------------------------------------------|
 HB1670| PID    Reference Object                     Distance      Geod. Az  |
 HB1670|                                                           dddmmss.s |
 HB1670| HB1669 CRAB ORCHARD LOOKOUT TOWER           12.976 METERS 01440     |
 HB1670| HB1665 AIRPORT BCN WILLIAMSON CO APT       APPROX.12.1 KM 0364033.2 |
 HB1670| CI4173 CRAB RM 1                            19.523 METERS 05313     |
 HB1670| CI4172 CRAB AZ MK                                         2103201.2 |
 HB1670| CI4174 CRAB RM 2                            22.690 METERS 21148     |
 HB1670| HB1686 CARBONDALE RADIO WSIU FM TOWER      APPROX.13.2 KM 2925732.2 |
 HB1670| HB1694 CARBONDALE RADIO WCIL MAST          APPROX.15.8 KM 2963759.8 |
 HB1670| HB1687 CARBONDALE SE MUNICIPAL TANK        APPROX.11.8 KM 3020648.8 |
 HB1670| HB1683 CARBONDALE NW MUNICIPAL TANK        APPROX.14.0 KM 3032816.4 |
 HB1670|---------------------------------------------------------------------|
 HB1670
 HB1670                          SUPERSEDED SURVEY CONTROL
 HB1670
 HB1670  NAD 83(1997)-  37 39 42.48566(N)    089 05 50.06450(W) AD(       ) 2
 HB1670  NAD 83(1986)-  37 39 42.48797(N)    089 05 50.06672(W) AD(       ) 2
 HB1670  NAD 27      -  37 39 42.30793(N)    089 05 49.78790(W) AD(       ) 2
 HB1670
 HB1670.Superseded values are not recommended for survey control.
 HB1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1670.See file dsdata.txt to determine how the superseded data were derived.
 HB1670
 HB1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1501570361(NAD 83)
 HB1670_MARKER: DS = TRIANGULATION STATION DISK
 HB1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1670
 HB1670  HISTORY     - Date     Condition        Report By
 HB1670  HISTORY     - 1960     MONUMENTED       CGS
 HB1670  HISTORY     - 1961     GOOD             CGS
 HB1670
 HB1670                          STATION DESCRIPTION
 HB1670
 HB1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1670'THE STATION IS ABOUT 10 MILES NORTHWEST OF GOREVILLE, ABOUT 11 MILES
 HB1670'SOUTHWEST OF MARION, AT THE SITE OF THE CRAB ORCHARD, LOOKOUT
 HB1670'TOWER AND IS ON GOVERNMENT PROPERTY.  IT IS IN SECTION 8, T. 10 S.,
 HB1670'R. 1 E., 47 FEET NORTHWEST OF THE CENTERLINE OF A PAVED
 HB1670'ROAD, 17 FEET NORTHWEST OF A WIRE FENCE AND WITNESS POST, 30 FEET
 HB1670'SOUTH OF THE SOUTHWEST LEG OF LOOKOUT TOWER AND 37 FEET SOUTHWEST
 HB1670'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.  THE MONUMENT IS 12 INCHES
 HB1670'UNDERGROUND AND THE DISK IS STAMPED CRAB 1960.
 HB1670'
 HB1670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND WEST
 HB1670'MAIN STREET AT THE WEST SIDE OF MARION, GO SOUTH ON HIGHWAY 37 FOR
 HB1670'5.9 MILES TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 HB1670'PAVED ROAD FOR 1.95 MILES TO A SIDE ROAD RIGHT.  CONTINUE WEST ON
 HB1670'THE PAVED ROAD FOR 6.1 MILES TO A T-ROAD (PAVED ROAD TURNS RIGHT).
 HB1670'TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.2 MILE TO THE
 HB1670'AZIMUTH MARK ON THE LEFT, JUST SOUTH OF A SIDE ROAD LEFT.  CONTINUE
 HB1670'NORTHEASTERLY ON THE PAVED ROAD FOR 0.1 MILE TO THE STATION ON
 HB1670'THE LEFT.
 HB1670'
 HB1670'REFERENCE MARK 1 IS 35 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED
 HB1670'ROAD, 31 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER
 HB1670'33 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 6
 HB1670'INCHES NORTHWEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE
 HB1670'DISK IS STAMPED CRAB NO. 1 1960.
 HB1670'
 HB1670'REFERENCE MARK 2 IS 32 FEET NORTHWEST OF THE CENTERLINE OF THE PAVED
 HB1670'ROAD, 6 INCHES NORTHWEST OF THE WIRE FENCE AND 71 FEET SOUTHWEST
 HB1670'OF THE WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 HB1670'STAMPED CRAB NO. 2 1960.
 HB1670'
 HB1670'THE AZIMUTH MARK IS 39 FEET WEST OF THE CENTERLINE OF A PAVED ROAD
 HB1670'AND 3 FEET EAST OF A WITNESS POST.  THE MOUMENT PROJECTS 1 INCH
 HB1670'AND THE DISK IS STAMPED CRAB 1960.
 HB1670'
 HB1670'NOTE- CRAB ORCHARD, LOOKOUT TOWER USED AS SUB STATION A.
 HB1670'
 HB1670'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1670
 HB1670                          STATION RECOVERY (1961)
 HB1670
 HB1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1670'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HB1670'FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS 1 AND 2
 HB1670'AND THE AZIMUTH MARK CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS
 HB1670'FOUND TO BE 0.03 FOOT SHORTER THAN PREVIOUSLY MEASURED. THE
 HB1670'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.05 FOOT SHORTER THAN
 HB1670'PREVIOUSLY MEASURED. THE STATION MARK WAS FOUND TO BE 13 FEET
 HB1670'NORTHWEST OF THE WIRE FENCE AND WITNESS POST.
 HB1670'
 HB1670'THE PREVIOUS DESCRIPTION WAS FOUND TO BE ADEQUATE, EXCEPT FOR THE
 HB1670'ABOVE EXCEPTIONS.
 HB1670'
 HB1670'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1670'
 HB1670'NOTE - CRAB ORCHARD LOOKOUT TOWER-1960 DIRECTION AND DISTANCES
 HB1670'ARE FROM 1960 OBSERVATIONS.
 HB1670'
 HB1670'NOTE - RM 1 TO RM 2 - DISTANCES ARE FROM 1960 OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1620 ***********************************************************************
 HB1620  DESIGNATION -  CRAB ORCHARD GAME REF 3 TANK
 HB1620  PID         -  HB1620
 HB1620  STATE/COUNTY-  IL/WILLIAMSON
 HB1620  USGS QUAD   -  MARION (1996)
 HB1620
 HB1620                         *CURRENT SURVEY CONTROL
 HB1620  ___________________________________________________________________
 HB1620* NAD 83(1997)-  37 40 44.89809(N)    088 59 57.70660(W)     ADJUSTED  
 HB1620* NAVD 88     -                                                        
 HB1620  ___________________________________________________________________
 HB1620  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HB1620  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HB1620
 HB1620  HORZ ORDER  -  THIRD
 HB1620
 HB1620.The horizontal coordinates were established by classical geodetic methods
 HB1620.and adjusted by the National Geodetic Survey in October 1999..
 HB1620
 HB1620
 HB1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1620
 HB1620.The geoid height was determined by GEOID03.
 HB1620
 HB1620;                    North         East     Units Scale Factor Converg.
 HB1620;SPC IL E     -   112,570.934   241,248.150   MT  1.00001750   -0 24 25.6
 HB1620;SPC IL E     -   369,326.47    791,494.97   sFT  1.00001750   -0 24 25.6
 HB1620;UTM  16      - 4,172,096.459   323,690.079   MT  0.99998289   -1 13 20.7
 HB1620
 HB1620                          SUPERSEDED SURVEY CONTROL
 HB1620
 HB1620  NAD 83(1997)-  37 40 44.90681(N)    088 59 57.70520(W) AD(       ) 4
 HB1620  NAD 83(1986)-  37 40 44.90952(N)    088 59 57.70640(W) AD(       ) 4
 HB1620  NAD 27      -  37 40 44.72458(N)    088 59 57.44550(W) AD(       ) 3
 HB1620
 HB1620.Superseded values are not recommended for survey control.
 HB1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1620.See file dsdata.txt to determine how the superseded data were derived.
 HB1620
 HB1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2369072096(NAD 83)
 HB1620_MARKER: 53 = ELEVATED TANK
 HB1620
 HB1620  HISTORY     - Date     Condition        Report By
 HB1620  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1620
 HB1620                          STATION DESCRIPTION
 HB1620
 HB1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1620'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS
 HB1620'SUPPORTED BY SIX STEEL LEGS.  THE OVERALL HEIGHT IS 129 FEET.  THE
 HB1620'TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER.  IT IS OWNED AND
 HB1620'OPERATED BY THE CRAB ORCHARD GAME REFUGE RT. 2 CARTERVILLE,
 HB1620'ILLINOIS.  THE STATION IS LOCATED 3-1/2 MILES WEST AND 4 MILES SOUTH
 HB1620'OF MARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1666 ***********************************************************************
 HB1666  DESIGNATION -  CRAB ORCHARD GAME REF 1 TANK
 HB1666  PID         -  HB1666
 HB1666  STATE/COUNTY-  IL/WILLIAMSON
 HB1666  USGS QUAD   -  CRAB ORCHARD LAKE (1996)
 HB1666
 HB1666                         *CURRENT SURVEY CONTROL
 HB1666  ___________________________________________________________________
 HB1666* NAD 83(1997)-  37 43 23.07255(N)    089 02 44.09286(W)     ADJUSTED  
 HB1666* NAVD 88     -                                                        
 HB1666  ___________________________________________________________________
 HB1666  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 HB1666  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HB1666
 HB1666  HORZ ORDER  -  THIRD
 HB1666
 HB1666.The horizontal coordinates were established by classical geodetic methods
 HB1666.and adjusted by the National Geodetic Survey in October 1999..
 HB1666
 HB1666
 HB1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1666
 HB1666.The geoid height was determined by GEOID03.
 HB1666
 HB1666;                    North         East     Units Scale Factor Converg.
 HB1666;SPC IL E     -   117,477.526   237,208.152   MT  1.00002354   -0 26 08.9
 HB1666;SPC IL E     -   385,424.18    778,240.41   sFT  1.00002354   -0 26 08.9
 HB1666;SPC IL W     -   117,826.402   798,832.592   MT  1.00006145   +0 41 09.6
 HB1666;SPC IL W     -   386,568.79  2,620,836.60   sFT  1.00006145   +0 41 09.6
 HB1666;UTM  16      - 4,177,059.924   319,720.456   MT  1.00000033   -1 15 06.9
 HB1666
 HB1666                          SUPERSEDED SURVEY CONTROL
 HB1666
 HB1666  NAD 83(1997)-  37 43 23.08244(N)    089 02 44.09174(W) AD(       ) 4
 HB1666  NAD 83(1986)-  37 43 23.08508(N)    089 02 44.09435(W) AD(       ) 4
 HB1666  NAD 27      -  37 43 22.90643(N)    089 02 43.82284(W) AD(       ) 3
 HB1666
 HB1666.Superseded values are not recommended for survey control.
 HB1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1666.See file dsdata.txt to determine how the superseded data were derived.
 HB1666
 HB1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1972077060(NAD 83)
 HB1666_MARKER: 53 = ELEVATED TANK
 HB1666
 HB1666  HISTORY     - Date     Condition        Report By
 HB1666  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1666  HISTORY     - 1965     GOOD             CGS
 HB1666  HISTORY     - 1974     GOOD             NGS
 HB1666  HISTORY     - 1978     GOOD             NGS
 HB1666  HISTORY     - 1982     GOOD             NGS
 HB1666
 HB1666                          STATION DESCRIPTION
 HB1666
 HB1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1666'THE STATION IS THE FINIAL AT THE APEX OF THE TANK. THE TANK IS
 HB1666'SUPPORTED BY SIX STEEL LEGS. THE TANK AND SUPPORTING
 HB1666'STRUCTURE ARE PAINTED SILVER. THE OVERALL HEIGHT IS 149 FEET. IT IS
 HB1666'OWNED AND OPERATED BY THE CRAB ORCHARD GAME REFUGE RT. 2
 HB1666'CARTERVILLE, ILLINOIS. THE STATION IS LOCATED ON A LINE 6 MILES WEST
 HB1666'AND 1-1/4 MILES SOUTH OF MARION.
 HB1666
 HB1666                          STATION RECOVERY (1965)
 HB1666
 HB1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 HB1666'THIS STATION WAS RECOVERED IN GOOD CONDITION. PREVIOUS DESCRIPTION
 HB1666'ADEQUATE FOR RECOVERY.
 HB1666
 HB1666                          STATION RECOVERY (1974)
 HB1666
 HB1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 HB1666'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HB1666'
 HB1666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST OF
 HB1666'MARION.
 HB1666
 HB1666                          STATION RECOVERY (1978)
 HB1666
 HB1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 HB1666'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HB1666'
 HB1666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES W
 HB1666'OF MARION.
 HB1666
 HB1666                          STATION RECOVERY (1982)
 HB1666
 HB1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HB1666'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HB1666'
 HB1666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI. WEST AND
 HB1666'1.25 MI. SOUTH OF MARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1667 ***********************************************************************
 HB1667  DESIGNATION -  CRAB ORCHARD GAME REF 2 TANK
 HB1667  PID         -  HB1667
 HB1667  STATE/COUNTY-  IL/WILLIAMSON
 HB1667  USGS QUAD   -  CRAB ORCHARD LAKE (1996)
 HB1667
 HB1667                         *CURRENT SURVEY CONTROL
 HB1667  ___________________________________________________________________
 HB1667* NAD 83(1997)-  37 39 50.73556(N)    089 01 50.10363(W)     ADJUSTED  
 HB1667* NAVD 88     -                                                        
 HB1667  ___________________________________________________________________
 HB1667  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HB1667  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 HB1667
 HB1667  HORZ ORDER  -  THIRD
 HB1667
 HB1667.The horizontal coordinates were established by classical geodetic methods
 HB1667.and adjusted by the National Geodetic Survey in October 1999..
 HB1667
 HB1667
 HB1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1667
 HB1667.The geoid height was determined by GEOID03.
 HB1667
 HB1667;                    North         East     Units Scale Factor Converg.
 HB1667;SPC IL E     -   110,921.108   238,481.593   MT  1.00002160   -0 25 33.8
 HB1667;SPC IL E     -   363,913.67    782,418.36   sFT  1.00002160   -0 25 33.8
 HB1667;SPC IL W     -   111,295.888   800,234.120   MT  1.00006488   +0 41 39.3
 HB1667;SPC IL W     -   365,143.26  2,625,434.78   sFT  1.00006488   +0 41 39.3
 HB1667;UTM  16      - 4,170,486.207   320,900.415   MT  0.99999511   -1 14 27.9
 HB1667
 HB1667                          SUPERSEDED SURVEY CONTROL
 HB1667
 HB1667  NAD 83(1997)-  37 39 50.74415(N)    089 01 50.10253(W) AD(       ) 4
 HB1667  NAD 83(1986)-  37 39 50.74669(N)    089 01 50.10407(W) AD(       ) 4
 HB1667  NAD 27      -  37 39 50.56668(N)    089 01 49.83639(W) AD(       ) 3
 HB1667
 HB1667.Superseded values are not recommended for survey control.
 HB1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1667.See file dsdata.txt to determine how the superseded data were derived.
 HB1667
 HB1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2090070486(NAD 83)
 HB1667_MARKER: 53 = ELEVATED TANK
 HB1667
 HB1667  HISTORY     - Date     Condition        Report By
 HB1667  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1667
 HB1667                          STATION DESCRIPTION
 HB1667
 HB1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1667'THE STATION IS THE CENTER OF THE TOP OF THE TANK. THE TANK IS
 HB1667'SUPPORTED BY SIX STEEL LEGS. THE SUPPORTING STRUCTURE
 HB1667'AND THE TANK ARE PAINTED SILVER. THE OVERALL HEIGHT IS 129 FEET. IT
 HB1667'IS OWNED AND OPERATED BY THE CRAB ORCHARD GAME REFUGE RT. 2
 HB1667'CARTERVILLE, ILLINOIS. THE STATION IS LOCATED ON A LINE 5-1/2 MILES
 HB1667'WEST AND 4-1/2 MILES SOUTH OF MARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1668 ***********************************************************************
 HB1668  DESIGNATION -  CRAB ORCHARD GAME REF 4 TANK
 HB1668  PID         -  HB1668
 HB1668  STATE/COUNTY-  IL/WILLIAMSON
 HB1668  USGS QUAD   -  CRAB ORCHARD LAKE (1996)
 HB1668
 HB1668                         *CURRENT SURVEY CONTROL
 HB1668  ___________________________________________________________________
 HB1668* NAD 83(1997)-  37 43 37.91006(N)    089 01 15.95230(W)     ADJUSTED  
 HB1668* NAVD 88     -                                                        
 HB1668  ___________________________________________________________________
 HB1668  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HB1668  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB1668
 HB1668  HORZ ORDER  -  THIRD
 HB1668
 HB1668.The horizontal coordinates were established by classical geodetic methods
 HB1668.and adjusted by the National Geodetic Survey in October 1999..
 HB1668
 HB1668
 HB1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1668
 HB1668.The geoid height was determined by GEOID03.
 HB1668
 HB1668;                    North         East     Units Scale Factor Converg.
 HB1668;SPC IL E     -   117,918.841   239,370.005   MT  1.00002026   -0 25 15.1
 HB1668;SPC IL E     -   386,872.06    785,333.09   sFT  1.00002026   -0 25 15.1
 HB1668;UTM  16      - 4,177,470.390   321,888.319   MT  0.99999076   -1 14 13.3
 HB1668
 HB1668                          SUPERSEDED SURVEY CONTROL
 HB1668
 HB1668  NAD 83(1997)-  37 43 37.92027(N)    089 01 15.95060(W) AD(       ) 4
 HB1668  NAD 83(1986)-  37 43 37.92263(N)    089 01 15.95360(W) AD(       ) 4
 HB1668  NAD 27      -  37 43 37.74360(N)    089 01 15.68755(W) AD(       ) 3
 HB1668
 HB1668.Superseded values are not recommended for survey control.
 HB1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1668.See file dsdata.txt to determine how the superseded data were derived.
 HB1668
 HB1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2188877470(NAD 83)
 HB1668_MARKER: 53 = ELEVATED TANK
 HB1668
 HB1668  HISTORY     - Date     Condition        Report By
 HB1668  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1668  HISTORY     - 1965     GOOD             CGS
 HB1668  HISTORY     - 1974     GOOD             NGS
 HB1668  HISTORY     - 1978     GOOD             NGS
 HB1668  HISTORY     - 1982     GOOD             NGS
 HB1668
 HB1668                          STATION DESCRIPTION
 HB1668
 HB1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1668'THE STATION IS THE CENTER OF THE TOP OF THE TANK. THE TANK IS
 HB1668'SUPPORTED BY SIX STEEL LEGS. THE OVERALL HEIGHT IS 139 FEET.
 HB1668'THE TANK AND SUPPORTING STRUCTURE ARE PAINTED SILVER. IT IS OWNED AND
 HB1668'OPERATED BY THE CRAB ORCHARD GAME REFUGE RT. 2 CARTERVILLE,
 HB1668'ILLINOIS. THE STATION IS LOCATED 5 MILES WEST AND 1 MILES SOUTH OF
 HB1668'MARION.
 HB1668
 HB1668                          STATION RECOVERY (1965)
 HB1668
 HB1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 HB1668'THIS STATION WAS RECOVERD IN GOOD CONDITON. PREVIOUS DESCRIPTION IS
 HB1668'ADEQUATE FOR RECOVERY.
 HB1668
 HB1668                          STATION RECOVERY (1974)
 HB1668
 HB1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 HB1668'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HB1668'
 HB1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 HB1668'MARION.
 HB1668
 HB1668                          STATION RECOVERY (1978)
 HB1668
 HB1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 HB1668'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HB1668'
 HB1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 HB1668'WEST OF MARION.
 HB1668
 HB1668                          STATION RECOVERY (1982)
 HB1668
 HB1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DAH)
 HB1668'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HB1668'
 HB1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. WEST AND
 HB1668'1 MI. SOUTH OF MARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1669 ***********************************************************************
 HB1669  DESIGNATION -  CRAB ORCHARD LOOKOUT TOWER
 HB1669  PID         -  HB1669
 HB1669  STATE/COUNTY-  IL/WILLIAMSON
 HB1669  USGS QUAD   -  CRAB ORCHARD LAKE (1996)
 HB1669
 HB1669                         *CURRENT SURVEY CONTROL
 HB1669  ___________________________________________________________________
 HB1669* NAD 83(1997)-  37 39 42.88417(N)    089 05 49.93062(W)     ADJUSTED  
 HB1669* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 HB1669  ___________________________________________________________________
 HB1669  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HB1669  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 HB1669
 HB1669  HORZ ORDER  -  THIRD
 HB1669
 HB1669.The horizontal coordinates were established by classical geodetic methods
 HB1669.and adjusted by the National Geodetic Survey in October 1999..
 HB1669
 HB1669.The orthometric height was scaled from a topographic map.
 HB1669
 HB1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1669
 HB1669.The geoid height was determined by GEOID03.
 HB1669
 HB1669;                    North         East     Units Scale Factor Converg.
 HB1669;SPC IL E     -   110,724.842   232,601.781   MT  1.00003093   -0 28 00.3
 HB1669;SPC IL E     -   363,269.75    763,127.68   sFT  1.00003093   -0 28 00.3
 HB1669;SPC IL W     -   110,984.694   794,359.083   MT  1.00005081   +0 39 12.6
 HB1669;SPC IL W     -   364,122.28  2,606,159.76   sFT  1.00005081   +0 39 12.6
 HB1669;UTM  16      - 4,170,373.600   315,018.511   MT  1.00002149   -1 16 54.3
 HB1669
 HB1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1669!SPC IL E     -   0.99997631  x   1.00003093  =   1.00000724
 HB1669!SPC IL W     -   0.99997631  x   1.00005081  =   1.00002712
 HB1669!UTM  16      -   0.99997631  x   1.00002149  =   0.99999780
 HB1669
 HB1669                          SUPERSEDED SURVEY CONTROL
 HB1669
 HB1669  NAD 83(1997)-  37 39 42.89281(N)    089 05 49.93045(W) AD(       ) 4
 HB1669  NAD 83(1986)-  37 39 42.89514(N)    089 05 49.93280(W) AD(       ) 4
 HB1669  NAD 27      -  37 39 42.71507(N)    089 05 49.65386(W) AD(       ) 3
 HB1669
 HB1669.Superseded values are not recommended for survey control.
 HB1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1669.See file dsdata.txt to determine how the superseded data were derived.
 HB1669
 HB1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1501970374(NAD 83)
 HB1669_MARKER: 57 = LOOKOUT TOWER
 HB1669
 HB1669  HISTORY     - Date     Condition        Report By
 HB1669  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1669
 HB1669                          STATION DESCRIPTION
 HB1669
 HB1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1669'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT IS
 HB1669'ABOUT 10 MILES NORTHWEST OF GOREVILLE AND 11 MILES SOUTHWEST OF
 HB1669'MARION ON THE PROPERTY OF THE CRAB ORCHARD GAME REFUGE.  IT IS A FOUR
 HB1669'LEGGED STEEL TOWER SUPPORTING AN OBSERVATION ROOM AT THE TOP AND
 HB1669'THE OVERALL HEIGHT IS ABOUT 110 FEET.
 HB1669'
 HB1669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND WEST
 HB1669'MAIN STREET AT THE WEST SIDE OF MARION, GO SOUTH ON HIGHWAY 37 FOR
 HB1669'5.9 MILES TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 HB1669'PAVED ROAD FOR 1.95 MILES TO A SIDE ROAD RIGHT.  CONTINUE WEST ON
 HB1669'THE PAVED ROAD FOR 6.1 MILES TO A T-ROAD (PAVED ROAD TURNS RIGHT).
 HB1669'TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.3 MILES TO THE
 HB1669'TOP OF HILL AND THE STATION ON THE LEFT.
 HB1669'
 HB1669'A TRAVERSE MEASUREMENT WAS MADE FROM STATION CRAB TO THE LOOKOUT
 HB1669'TOWER.  THE DISTANCE IS 42.57 FEET, 12.975 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1611 ***********************************************************************
 HB1611  DESIGNATION -  CRAB ORCHARD RADIO KSL 30 MAST
 HB1611  PID         -  HB1611
 HB1611  STATE/COUNTY-  IL/WILLIAMSON
 HB1611  USGS QUAD   -  CRAB ORCHARD (1996)
 HB1611
 HB1611                         *CURRENT SURVEY CONTROL
 HB1611  ___________________________________________________________________
 HB1611* NAD 83(1997)-  37 43 55.02148(N)    088 49 25.42668(W)     ADJUSTED  
 HB1611* NAVD 88     -                                                        
 HB1611  ___________________________________________________________________
 HB1611  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 HB1611  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HB1611
 HB1611  HORZ ORDER  -  THIRD
 HB1611
 HB1611.The horizontal coordinates were established by classical geodetic methods
 HB1611.and adjusted by the National Geodetic Survey in October 1999..
 HB1611
 HB1611
 HB1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1611
 HB1611.The geoid height was determined by GEOID03.
 HB1611
 HB1611;                    North         East     Units Scale Factor Converg.
 HB1611;SPC IL E     -   118,336.928   256,771.926   MT  0.99999801   -0 18 00.4
 HB1611;SPC IL E     -   388,243.74    842,425.89   sFT  0.99999801   -0 18 00.4
 HB1611;UTM  16      - 4,177,640.541   339,293.478   MT  0.99991811   -1 06 58.7
 HB1611
 HB1611                          SUPERSEDED SURVEY CONTROL
 HB1611
 HB1611  NAD 83(1997)-  37 43 55.02969(N)    088 49 25.42726(W) AD(       ) 4
 HB1611  NAD 83(1986)-  37 43 55.03282(N)    088 49 25.42885(W) AD(       ) 4
 HB1611  NAD 27      -  37 43 54.85436(N)    088 49 25.19573(W) AD(       ) 3
 HB1611
 HB1611.Superseded values are not recommended for survey control.
 HB1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1611.See file dsdata.txt to determine how the superseded data were derived.
 HB1611
 HB1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3929377641(NAD 83)
 HB1611_MARKER: 42 = RADIO/TV MAST
 HB1611
 HB1611  HISTORY     - Date     Condition        Report By
 HB1611  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1611
 HB1611                          STATION DESCRIPTION
 HB1611
 HB1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1611'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT 1.0
 HB1611'MILE WEST OF CRAB ORCHARD ON THE NORTH SIDE OF STATE HIGHWAY
 HB1611'13 AND OWNED BY THE CENTRAL ILLINOIS PUBLIC SERVICE COMPANY.  IT IS A
 HB1611'GUYED STEEL STRUCTURE PAINTED RED AND WHITE WITH AN OVERALL HEIGHT
 HB1611'OF 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0094 ***********************************************************************
 LD0094  DESIGNATION -  CRAIG
 LD0094  PID         -  LD0094
 LD0094  STATE/COUNTY-  IL/KNOX
 LD0094  USGS QUAD   -  GALESBURG EAST (1982)
 LD0094
 LD0094                         *CURRENT SURVEY CONTROL
 LD0094  ___________________________________________________________________
 LD0094* NAD 83(1997)-  40 55 31.65658(N)    090 19 26.48415(W)     ADJUSTED  
 LD0094* NAVD 88     -       243.564  (meters)     799.09   (feet)  ADJUSTED  
 LD0094  ___________________________________________________________________
 LD0094  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 LD0094  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0094  DYNAMIC HT  -         243.456 (meters)     798.74  (feet)  COMP
 LD0094  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 LD0094
 LD0094  HORZ ORDER  -  SECOND
 LD0094  VERT ORDER  -  SECOND    CLASS 0
 LD0094
 LD0094.The horizontal coordinates were established by classical geodetic methods
 LD0094.and adjusted by the National Geodetic Survey in October 1999..
 LD0094
 LD0094.The orthometric height was determined by differential leveling
 LD0094.and adjusted by the National Geodetic Survey in June 1991..
 LD0094
 LD0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0094
 LD0094.The geoid height was determined by GEOID03.
 LD0094
 LD0094.The dynamic height is computed by dividing the NAVD 88
 LD0094.geopotential number by the normal gravity value computed on the
 LD0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0094.degrees latitude (g = 980.6199 gals.).
 LD0094
 LD0094.The modeled gravity was interpolated from observed gravity values.
 LD0094
 LD0094;                    North         East     Units Scale Factor Converg.
 LD0094;SPC IL W     -   472,760.049   686,746.638   MT  0.99994334   -0 06 11.1
 LD0094;SPC IL W     - 1,551,046.93  2,253,101.26   sFT  0.99994334   -0 06 11.1
 LD0094;UTM  15      - 4,533,930.664   725,318.850   MT  1.00022490   +1 45 13.3
 LD0094
 LD0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0094!SPC IL W     -   0.99996697  x   0.99994334  =   0.99991031
 LD0094!UTM  15      -   0.99996697  x   1.00022490  =   1.00019186
 LD0094
 LD0094|---------------------------------------------------------------------|
 LD0094| PID    Reference Object                     Distance      Geod. Az  |
 LD0094|                                                           dddmmss.s |
 LD0094| CL8344 CRAIG RM 3                            9.975 METERS 17239     |
 LD0094| LD0095 CRAIG RM 2                           11.115 METERS 23032     |
 LD0094| CL9286 CRAIG WM SW PUNCH HOLE IN RAIL       11.445 METERS 24136     |
 LD0094| LD0714 GALESBURG CBQ RR POWERHSE STK       APPROX. 3.9 KM 2961755.2 |
 LD0094| LD0710 GALESBURG SEMINARY ST MUN TK        APPROX. 3.8 KM 2962614.7 |
 LD0094| LD0711 GALESBURG CORP CHRISTI CATH CH      APPROX. 4.2 KM 2991227.7 |
 LD0094| LD0716 GALESBURG ILL PWR AND L CO TWR      APPROX. 4.9 KM 3024302.5 |
 LD0094| LD0715 GALESBURG RAD STA WGIL MAST         APPROX. 2.6 KM 3182204.3 |
 LD0094| LD0093 CRAIG RM 1                           13.131 METERS 35640     |
 LD0094|---------------------------------------------------------------------|
 LD0094
 LD0094                          SUPERSEDED SURVEY CONTROL
 LD0094
 LD0094  NAD 83(1997)-  40 55 31.65631(N)    090 19 26.48416(W) AD(       ) 2
 LD0094  NAD 83(1986)-  40 55 31.66029(N)    090 19 26.49556(W) AD(       ) 2
 LD0094  NAD 27      -  40 55 31.52570(N)    090 19 26.03530(W) AD(       ) 2
 LD0094  NGVD 29 (??/??/92)  243.619  (m)          799.27   (f) ADJ UNCH    2 0
 LD0094
 LD0094.Superseded values are not recommended for survey control.
 LD0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0094.See file dsdata.txt to determine how the superseded data were derived.
 LD0094
 LD0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2531933931(NAD 83)
 LD0094_MARKER: DS = TRIANGULATION STATION DISK
 LD0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0094_STAMPING: CRAIG 1959
 LD0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0094+STABILITY: SURFACE MOTION
 LD0094
 LD0094  HISTORY     - Date     Condition        Report By
 LD0094  HISTORY     - 1959     MONUMENTED       CGS
 LD0094  HISTORY     - 1959     GOOD             CGS
 LD0094  HISTORY     - 1979     GOOD             NGS
 LD0094  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0094
 LD0094                          STATION DESCRIPTION
 LD0094
 LD0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0094'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST OF GALESBURG
 LD0094'AND 2-1/2 MILES WEST OF KNOXVILLE.  THE STATION IS ON THE
 LD0094'NORTH END OF THE RAILROAD OVERPASS WHICH CROSSES THE CB AND Q
 LD0094'RAILROAD.
 LD0094'
 LD0094'TO REACH THE STATION FROM THE POST OFFICE IN GALESBURG, GO
 LD0094'EAST AND SOUTHEASTERLY ON U.S. HIGHWAY 150 FOR 2.65 MILES
 LD0094'TO THE RAILROAD OVERPASS AND THE STATION ON THE LEFT.
 LD0094'
 LD0094'STATION MARK, A STANDARD DISK STAMPED CRAIG 1959, IS SET IN
 LD0094'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 LD0094'MARK IS 31.4 FEET NORTH OF THE NORTHEAST END OF THE OVERPASS,
 LD0094'16.8 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 150, 3 FEET
 LD0094'WEST OF A WITNESS POST AND 2 FEET EAST OF THE GUARD RAIL.
 LD0094'
 LD0094'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED CRAIG NO. 1
 LD0094'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LD0094'2 INCHES.  THE MARK IS 74.5 FEET NORTH OF THE NORTHEAST END
 LD0094'OF THE OVERPASS, 18 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 LD0094'150 AND 2 FEET EAST OF THE GUARD RAIL.
 LD0094'
 LD0094'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED CRAIG NO. 2
 LD0094'1959, IS SET IN A DRILL HOLE IN THE NORTHWEST END OF THE
 LD0094'OVERPASS.  THE MARK IS 13.5 FEET WEST OF THE CENTER LINE OF
 LD0094'U.S. HIGHWAY 150 AND 5.2 FEET SOUTH OF THE NORTHWEST END OF
 LD0094'THE OVERPASS.
 LD0094'
 LD0094'NOTE--TRIANGULATION STATION RICE MAY BE USED AS AN AZIMUTH
 LD0094'MARK.
 LD0094
 LD0094                          STATION RECOVERY (1959)
 LD0094
 LD0094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LD0094'2.6 MI SE FROM GALESBURG.
 LD0094'ABOUT 2.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE POST
 LD0094'OFFICE AT GALESBURG, AT THE HIGHWAY OVERPASS OVER THE RAILROAD,
 LD0094'16.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET EAST
 LD0094'OF THE GUARD RAIL, 31.4 FEET NORTH OF THE NORTH END OF THE EAST
 LD0094'CONCRETE GUARD RAIL OF THE OVERPASS, 3.0 FEET WEST OF A METAL
 LD0094'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN
 LD0094'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LD0094
 LD0094                          STATION RECOVERY (1979)
 LD0094
 LD0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LD0094'THE STATION MARK FOUND IN GOOD CONDITION.  RM 1 AND 2 WERE NOT FOUND
 LD0094'AND ASSUMED TO HAVE BEEN DESTROYED WHEN RAIL ROAD OVERPASS WAS
 LD0094'BUILT.  THE STATION MARK WAS FOUND AFTER A LONG SEARCH AND IT IS NOW
 LD0094'8 INCHES UNDERGROUND.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME,
 LD0094'USING THE GALESBURG CORPUS CHRISTI CHURCH SPIRE AS AN AZIMUTH.  A
 LD0094'TEMPORARY RM POINT WAS ALSO ESTABLISHED AS TO HAVE REFERENCES TO
 LD0094'RELOCATE THE STATION AT A LATER DATE WHEN IT WILL BE POSSIBLE TO SET
 LD0094'ANOTHER RM AND AZIMUTH MARK.
 LD0094'
 LD0094'THE STATION IS 32.3 FT N OF THE EXTREME N END OF THE NE CONCRETE
 LD0094'ABUTEMENT, 17.7 FT E OF THE CENTER LINE OF THE HIGHWAY, 6.7 FT E OF
 LD0094'THE E EDGE OF PAVEMENT OF HIGHWAY, 3.0 FT W OF A METAL WITNESS POST,
 LD0094'1.0 FT N OF A METAL GUARD RAILING POST AND 0.6 FT E OF THE METAL
 LD0094'GUARD RAILING.  THE MARK IS UNDERGROUND 8 INCHES AND THE DISK STAMPED
 LD0094'CRAIG 1959.
 LD0094'
 LD0094'RM 3 IS CEMENTED IN A DRILL HOLE IN THE EXTREME NE END OF THE CONCRETE
 LD0094'ABUTEMENT OF THE OVERPASS, 19 FT E OF THE CENTER LINE OF THE
 LD0094'HIGHWAY.  THE DISK IS STAMPED CRAIG 1959 NO 3 1979.
 LD0094'
 LD0094'THE TEMPORARY REFERENCE POINT IS A PUNCH HOLE IN THE N END OF THE W
 LD0094'ALUMINUM RAILING OF THE OVER PASS.  THE POINT IS 0.006 METER
 LD0094'DIAMETER.  IT IS PAINTED WITH ORANGE FLORESCENT PAINT FOR
 LD0094'IDENTIFICATION.
 LD0094'
 LD0094'TO REACH THE STATION FROM THE POST OFFICE AT GALESBURG, GO EAST AND
 LD0094'SOUTHEASTERLY ON U.S. HIGHWAY 150 FOR 2.65 MILES TO A RAILROAD
 LD0094'OVERPASS AND THE STATION ON THE LEFT AS DESCRIBED.
 LD0094
 LD0094                          STATION RECOVERY (1997)
 LD0094
 LD0094'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0093 ***********************************************************************
 LD0093  DESIGNATION -  CRAIG RM 1
 LD0093  PID         -  LD0093
 LD0093  STATE/COUNTY-  IL/KNOX
 LD0093  USGS QUAD   -  GALESBURG EAST (1982)
 LD0093
 LD0093                         *CURRENT SURVEY CONTROL
 LD0093  ___________________________________________________________________
 LD0093* NAD 83(1986)-  40 55 31.     (N)    090 19 26.     (W)     SCALED    
 LD0093* NAVD 88     -       243.210  (meters)     797.93   (feet)  ADJUSTED  
 LD0093  ___________________________________________________________________
 LD0093  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0093  DYNAMIC HT  -         243.102 (meters)     797.58  (feet)  COMP
 LD0093  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 LD0093
 LD0093  VERT ORDER  -  SECOND    CLASS 0
 LD0093
 LD0093.The horizontal coordinates were scaled from a topographic map and have
 LD0093.an estimated accuracy of +/- 6 seconds.
 LD0093
 LD0093.The orthometric height was determined by differential leveling
 LD0093.and adjusted by the National Geodetic Survey in June 1991..
 LD0093
 LD0093.The geoid height was determined by GEOID03.
 LD0093
 LD0093.The dynamic height is computed by dividing the NAVD 88
 LD0093.geopotential number by the normal gravity value computed on the
 LD0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0093.degrees latitude (g = 980.6199 gals.).
 LD0093
 LD0093.The modeled gravity was interpolated from observed gravity values.
 LD0093
 LD0093;                    North         East    Units  Estimated Accuracy
 LD0093;SPC IL W     -   472,740.      686,760.      MT  (+/- 180 meters Scaled)
 LD0093
 LD0093                          SUPERSEDED SURVEY CONTROL
 LD0093
 LD0093  NGVD 29 (??/??/92)  243.265  (m)          798.11   (f) ADJ UNCH    2 0
 LD0093
 LD0093.Superseded values are not recommended for survey control.
 LD0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0093.See file dsdata.txt to determine how the superseded data were derived.
 LD0093
 LD0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF253339(NAD 83)
 LD0093_MARKER: DR = REFERENCE MARK DISK
 LD0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0093_STAMPING: CRAIG NO 1 1959
 LD0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0093+STABILITY: SURFACE MOTION
 LD0093
 LD0093  HISTORY     - Date     Condition        Report By
 LD0093  HISTORY     - 1959     MONUMENTED       CGS
 LD0093  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0093
 LD0093                          STATION DESCRIPTION
 LD0093
 LD0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0093'2.6 MI SE FROM GALESBURG.
 LD0093'ABOUT 2.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE POST
 LD0093'OFFICE AT GALESBURG, AT THE HIGHWAY OVERPASS OVER THE RAILROAD,
 LD0093'17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET EAST OF
 LD0093'THE GUARDRAIL, 74.4 FEET NORTH OF THE NORTH END OF CONCRETE GUARD
 LD0093'RAIL OF THE OVERPASS, 43.1 FEET NORTH OF TRIANGULATION STATION
 LD0093'CRAIG, 43.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 LD0093'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 LD0093'POST PROJECTING 2 INCHES.
 LD0093
 LD0093                          STATION RECOVERY (1997)
 LD0093
 LD0093'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0095 ***********************************************************************
 LD0095  DESIGNATION -  CRAIG RM 2
 LD0095  PID         -  LD0095
 LD0095  STATE/COUNTY-  IL/KNOX
 LD0095  USGS QUAD   -  GALESBURG EAST (1982)
 LD0095
 LD0095                         *CURRENT SURVEY CONTROL
 LD0095  ___________________________________________________________________
 LD0095* NAD 83(1986)-  40 55 31.     (N)    090 19 26.     (W)     SCALED    
 LD0095* NAVD 88     -       244.862  (meters)     803.35   (feet)  ADJUSTED  
 LD0095  ___________________________________________________________________
 LD0095  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0095  DYNAMIC HT  -         244.753 (meters)     802.99  (feet)  COMP
 LD0095  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 LD0095
 LD0095  VERT ORDER  -  SECOND    CLASS 0
 LD0095
 LD0095.The horizontal coordinates were scaled from a topographic map and have
 LD0095.an estimated accuracy of +/- 6 seconds.
 LD0095
 LD0095.The orthometric height was determined by differential leveling
 LD0095.and adjusted by the National Geodetic Survey in June 1991..
 LD0095
 LD0095.The geoid height was determined by GEOID03.
 LD0095
 LD0095.The dynamic height is computed by dividing the NAVD 88
 LD0095.geopotential number by the normal gravity value computed on the
 LD0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0095.degrees latitude (g = 980.6199 gals.).
 LD0095
 LD0095.The modeled gravity was interpolated from observed gravity values.
 LD0095
 LD0095;                    North         East    Units  Estimated Accuracy
 LD0095;SPC IL W     -   472,740.      686,760.      MT  (+/- 180 meters Scaled)
 LD0095
 LD0095                          SUPERSEDED SURVEY CONTROL
 LD0095
 LD0095  NGVD 29 (??/??/92)  244.916  (m)          803.53   (f) ADJ UNCH    2 0
 LD0095
 LD0095.Superseded values are not recommended for survey control.
 LD0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0095.See file dsdata.txt to determine how the superseded data were derived.
 LD0095
 LD0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF253339(NAD 83)
 LD0095_MARKER: DR = REFERENCE MARK DISK
 LD0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0095_SP_SET: BRIDGE
 LD0095_STAMPING: CRAIG NO 2 1959
 LD0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0095
 LD0095  HISTORY     - Date     Condition        Report By
 LD0095  HISTORY     - 1959     MONUMENTED       CGS
 LD0095  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0095
 LD0095                          STATION DESCRIPTION
 LD0095
 LD0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0095'2.6 MI SE FROM GALESBURG.
 LD0095'ABOUT 2.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE POST
 LD0095'OFFICE AT GALESBURG, AT THE HIGHWAY OVERPASS OVER THE RAILROAD,
 LD0095'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE GUARD RAIL
 LD0095'OF THE OVERPASS, 5.2 FEET SOUTH OF THE NORTH END OF THE GUARD
 LD0095'RAIL, 36.7 FEET SOUTHWEST OF TRIANGULATION STATION CRAIG, 12 FEET
 LD0095'WEST OF THE CENTER LINE OF THE HIGHWAY, 39.8 FEET SOUTHWEST
 LD0095'OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 LD0095'HIGHWAY.
 LD0095
 LD0095                          STATION RECOVERY (1997)
 LD0095
 LD0095'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1232 ***********************************************************************
 MF1232  DESIGNATION -  CRAMER
 MF1232  PID         -  MF1232
 MF1232  STATE/COUNTY-  IL/KANE
 MF1232  USGS QUAD   -  AURORA NORTH (1993)
 MF1232
 MF1232                         *CURRENT SURVEY CONTROL
 MF1232  ___________________________________________________________________
 MF1232* NAD 83(1997)-  41 48 41.44132(N)    088 17 49.62407(W)     ADJUSTED  
 MF1232* NAVD 88     -       236.961  (meters)     777.43   (feet)  ADJUSTED  
 MF1232  ___________________________________________________________________
 MF1232  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 MF1232  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1232  DYNAMIC HT  -         236.880 (meters)     777.16  (feet)  COMP
 MF1232  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 MF1232
 MF1232  HORZ ORDER  -  THIRD
 MF1232  VERT ORDER  -  THIRD
 MF1232
 MF1232.The horizontal coordinates were established by classical geodetic methods
 MF1232.and adjusted by the National Geodetic Survey in October 1999..
 MF1232
 MF1232.The orthometric height was determined by differential leveling
 MF1232.and adjusted by the National Geodetic Survey in June 1991..
 MF1232
 MF1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1232
 MF1232.The geoid height was determined by GEOID03.
 MF1232
 MF1232.The dynamic height is computed by dividing the NAVD 88
 MF1232.geopotential number by the normal gravity value computed on the
 MF1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1232.degrees latitude (g = 980.6199 gals.).
 MF1232
 MF1232.The modeled gravity was interpolated from observed gravity values.
 MF1232
 MF1232;                    North         East     Units Scale Factor Converg.
 MF1232;SPC IL E     -   571,168.072   303,009.248   MT  0.99997511   +0 01 26.9
 MF1232;SPC IL E     - 1,873,907.25    994,122.84   sFT  0.99997511   +0 01 26.9
 MF1232;UTM  16      - 4,629,662.051   392,258.312   MT  0.99974284   -0 51 53.5
 MF1232
 MF1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1232!SPC IL E     -   0.99996802  x   0.99997511  =   0.99994313
 MF1232!UTM  16      -   0.99996802  x   0.99974284  =   0.99971087
 MF1232
 MF1232|---------------------------------------------------------------------|
 MF1232| PID    Reference Object                     Distance      Geod. Az  |
 MF1232|                                                           dddmmss.s |
 MF1232| CI6856 CRAMER RM 1                           4.407 METERS 02311     |
 MF1232| CI6855 CRAMER AZ MK                                       0882918.9 |
 MF1232| CI6857 CRAMER RM 2                          26.373 METERS 27058     |
 MF1232|---------------------------------------------------------------------|
 MF1232
 MF1232                          SUPERSEDED SURVEY CONTROL
 MF1232
 MF1232  NAD 83(1997)-  41 48 41.44173(N)    088 17 49.62576(W) AD(       ) 3
 MF1232  NAD 83(1986)-  41 48 41.44486(N)    088 17 49.63502(W) AD(       ) 3
 MF1232  NAD 27      -  41 48 41.34380(N)    088 17 49.37260(W) AD(       ) 3
 MF1232
 MF1232.Superseded values are not recommended for survey control.
 MF1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1232.See file dsdata.txt to determine how the superseded data were derived.
 MF1232
 MF1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9225829662(NAD 83)
 MF1232_MARKER: DS = TRIANGULATION STATION DISK
 MF1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1232_SP_SET: CONCRETE POST
 MF1232_STAMPING: CRAMER 1956
 MF1232_PROJECTION: FLUSH
 MF1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1232+STABILITY: SURFACE MOTION
 MF1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1232+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 MF1232
 MF1232  HISTORY     - Date     Condition        Report By
 MF1232  HISTORY     - 1956     MONUMENTED       CGS
 MF1232  HISTORY     - 1967     GOOD             CGS
 MF1232  HISTORY     - 1983     GOOD             MARCHE
 MF1232  HISTORY     - 19980506 GOOD             USPSQD
 MF1232  HISTORY     - 20010501 GOOD             ASMINC
 MF1232
 MF1232                          STATION DESCRIPTION
 MF1232
 MF1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1232'THE STATION IS LOCATED ABOUT 4 MILES NORTH NORTHEAST OF
 MF1232'AURORA, 1-1/2 MILES EAST OF NORTH AURORA AND IS ON THE NORTH
 MF1232'SIDE OF STATE HIGHWAY 55.  IT IS 63 FEET NORTH OF THE INTERSECTION
 MF1232'OF STATE HIGHWAY 55 AND A GRAVEL DRIVEWAY, 43 FEET NORTHEAST
 MF1232'OF A 12 INCH WILD CHERRY TREE, 15 FEET SOUTH OF THE NORTH
 MF1232'HIGHWAY RIGHT-OF-WAY BOUNDRY LINE AND 14 FEET SOUTH OF A
 MF1232'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1232'CRAMER 1956.
 MF1232'
 MF1232'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MF1232'55 AND 25 ON THE EAST SIDE OF THE FOX RIVER IN NORTH AURORA,
 MF1232'GO EAST ON HIGHWAY 55 FOR 1.3 MILES TO THE STATION ON THE
 MF1232'LEFT.
 MF1232'
 MF1232'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 MF1232'HIGHWAY 55 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 MF1232'
 MF1232'REFERENCE MARK 1 IS 71 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 MF1232'5 FEET EAST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF THE
 MF1232'NORTH HIGHWAY RIGHT-OF-WAY BOUNDRY LINE.  THE MARK IS FLUSH
 MF1232'AND THE DISK IS STAMPED CRAMER NO 1 1956.
 MF1232'
 MF1232'REFERENCE MARK 2 IS 71 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 MF1232'9 FEET EAST OF A TELEPHONE POLE AND 3 FEET SOUTH OF THE NORTH
 MF1232'HIGHWAY RIGHT-OF-WAY BOUNDRY LINE.  THE MARK IS FLUSH AND
 MF1232'THE DISK IS STAMPED CRAMER NO 2 1956.
 MF1232'
 MF1232'THE AZIMUTH MARK IS 124 FEET SOUTH OF THE CENTER OF HIGHWAY
 MF1232'55, 2 FEET WEST OF A WHITE WITNESS POST AND A TELEPHONE POLE,
 MF1232'1 FOOT NORTH OF A FENCE LINE AND IS ON THE SOUTH EDGE OF
 MF1232'THE HIGHWAY RIGHT-OF-WAY BOUNDRY LINE.  THE MARK PROJECTS
 MF1232'4 INCHES AND THE DISK IS STAMPED CRAMER 1956.
 MF1232'
 MF1232'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1232
 MF1232                          STATION RECOVERY (1967)
 MF1232
 MF1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1232'ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 MF1232'WITH BELOW INFORMATION.
 MF1232'
 MF1232'STATION MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST AND THE
 MF1232'WILD CHERRY TREE IS GONE.
 MF1232'
 MF1232'THE AZIMUTH MARK IS 4 FEET WEST OF A POWER POLE, 2 FEET WEST
 MF1232'OF A WOODEN WITNESS POST AND 1 FOOT WEST OF A METAL WITNESS
 MF1232'POST.
 MF1232'
 MF1232'HIGHWAY 55 IS NOW STATE HIGHWAY 56.
 MF1232'
 MF1232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MF1232'EAST OF NORTH AURORA
 MF1232
 MF1232                          STATION RECOVERY (1983)
 MF1232
 MF1232'RECOVERY NOTE BY MARCHESE AND SONS 1983
 MF1232'1.5 MI EAST FROM NORTH AURORA.
 MF1232'4.0 MILES NORTH-NORTHEAST OF AURORA, 1.5 MILES EAST OF NORTH AURORA,
 MF1232'AND ON THE NORTH SIDE OF STATE HIGHWAY 56, 57.0 FEET NORTH OF THE
 MF1232'CENTERLINE OF PAVEMENT, 600.0 FEET WEST OF THE ENTRANCE TO MARMION
 MF1232'FACILITY.
 MF1232
 MF1232                          STATION RECOVERY (1998)
 MF1232
 MF1232'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1232'RECOVERED IN GOOD CONDITION.
 MF1232
 MF1232                          STATION RECOVERY (2001)
 MF1232
 MF1232'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LEE)
 MF1232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0869 ***********************************************************************
 NH0869  DESIGNATION -  CRAWFORD
 NH0869  PID         -  NH0869
 NH0869  STATE/COUNTY-  IL/WINNEBAGO
 NH0869  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0869
 NH0869                         *CURRENT SURVEY CONTROL
 NH0869  ___________________________________________________________________
 NH0869* NAD 83(1997)-  42 18 39.62293(N)    089 04 18.17524(W)     ADJUSTED  
 NH0869* NAVD 88     -       221.554  (meters)     726.88   (feet)  POSTED    
 NH0869  ___________________________________________________________________
 NH0869  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 NH0869  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NH0869  DYNAMIC HT  -         221.480 (meters)     726.64  (feet)  COMP
 NH0869  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NH0869
 NH0869  HORZ ORDER  -  SECOND
 NH0869  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NH0869
 NH0869.The horizontal coordinates were established by classical geodetic methods
 NH0869.and adjusted by the National Geodetic Survey in October 1999..
 NH0869
 NH0869.The orthometric height was determined by differential leveling
 NH0869.and adjusted by the National Geodetic Survey in 1992..
 NH0869.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NH0869.rate of 0.0 thru 1.0 mm/km.
 NH0869
 NH0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0869
 NH0869.The geoid height was determined by GEOID03.
 NH0869
 NH0869.The dynamic height is computed by dividing the NAVD 88
 NH0869.geopotential number by the normal gravity value computed on the
 NH0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0869.degrees latitude (g = 980.6199 gals.).
 NH0869
 NH0869.The modeled gravity was interpolated from observed gravity values.
 NH0869
 NH0869;                    North         East     Units Scale Factor Converg.
 NH0869;SPC IL W     -   627,206.654   790,269.690   MT  1.00004140   +0 44 13.6
 NH0869;SPC IL W     - 2,057,760.50  2,592,743.14   sFT  1.00004140   +0 44 13.6
 NH0869;UTM  16      - 4,686,386.237   329,259.901   MT  0.99995870   -1 23 41.7
 NH0869
 NH0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0869!SPC IL W     -   0.99997049  x   1.00004140  =   1.00001189
 NH0869!UTM  16      -   0.99997049  x   0.99995870  =   0.99992919
 NH0869
 NH0869:                Primary Azimuth Mark                     Grid Az
 NH0869:SPC IL W     -  RUBY                                     010 17 00.5
 NH0869:UTM  16      -  RUBY                                     012 24 55.8
 NH0869
 NH0869|---------------------------------------------------------------------|
 NH0869| PID    Reference Object                     Distance      Geod. Az  |
 NH0869|                                                           dddmmss.s |
 NH0869| NH1446 RUBY                                APPROX. 0.6 KM 0110114.1 |
 NH0869| NH1410 ROCKFORD INGERSOLL MILL CO STK      APPROX. 1.5 KM 1770337.8 |
 NH0869| NH0870 CRAWFORD RM                           9.090 METERS 19457     |
 NH0869| NH0562 CUMBERLAND                          151.449 METERS 20820     |
 NH0869|---------------------------------------------------------------------|
 NH0869
 NH0869                          SUPERSEDED SURVEY CONTROL
 NH0869
 NH0869  NAD 83(1997)-  42 18 39.62332(N)    089 04 18.17603(W) AD(       ) 2
 NH0869  NAD 83(1997)-  42 18 39.62281(N)    089 04 18.17596(W) AD(       ) 2
 NH0869  NAD 83(1986)-  42 18 39.62344(N)    089 04 18.17551(W) AD(       ) 2
 NH0869  NAD 27      -  42 18 39.56550(N)    089 04 17.78750(W) AD(       ) 2
 NH0869
 NH0869.Superseded values are not recommended for survey control.
 NH0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0869.See file dsdata.txt to determine how the superseded data were derived.
 NH0869
 NH0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2926086386(NAD 83)
 NH0869_MARKER: N = NAIL
 NH0869_SETTING: 0 = UNSPECIFIED SETTING
 NH0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0869
 NH0869  HISTORY     - Date     Condition        Report By
 NH0869  HISTORY     - 1920     MONUMENTED       CGS
 NH0869  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0869
 NH0869                          STATION DESCRIPTION
 NH0869
 NH0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0869'STATION IS ABOUT 3 MILES N OF ROCKFORD, ON THE E SIDE OF
 NH0869'THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 40 YARDS
 NH0869'N OF THE ROCKFORD COUNTRY CLUB GOLF LINKS, AND 6.51 METERS
 NH0869'(21.36 FEET) E OF THE E AND NEAREST RAIL.  THE STATION MARK
 NH0869'IS A STAKE 2 BY 4 INCHES IN SIZE, WITH A NAIL, WITH A CROSS
 NH0869'FILED ON ITS HEAD, IN THE TOP, AND THE REFERENCE MARK IS
 NH0869'A STAKE OF THE SAME SIZE WITH AN ARROW SAWED IN THE TOP.
 NH0869'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, 9.09
 NH0869'METERS (29.82 FEET) FROM THE STATION, S 14 DEG 57 MIN W.
 NH0869'THE ELEVATION OF THE STATION MARK IS 0.652 METERS (2.140 FEET)
 NH0869'BELOW THE REFERENCE MARK.
 NH0869
 NH0869                          STATION RECOVERY (1997)
 NH0869
 NH0869'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7415 ***********************************************************************
 DH7415  DESIGNATION -  CRAWFORD
 DH7415  PID         -  DH7415
 DH7415  STATE/COUNTY-  IL/SANGAMON
 DH7415  USGS QUAD   -  SPRINGFIELD WEST (1976)
 DH7415
 DH7415                         *CURRENT SURVEY CONTROL
 DH7415  ___________________________________________________________________
 DH7415* NAD 83(1997)-  39 50 22.87757(N)    089 38 49.57214(W)     ADJUSTED  
 DH7415* NAVD 88     -       170.7    (meters)     560.     (feet)  GPS OBS   
 DH7415  ___________________________________________________________________
 DH7415  X           -      30,206.020 (meters)                     COMP
 DH7415  Y           -  -4,904,143.097 (meters)                     COMP
 DH7415  Z           -   4,064,422.538 (meters)                     COMP
 DH7415  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DH7415  ELLIP HEIGHT-         138.11  (meters)          (12/29/05) GPS OBS
 DH7415  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DH7415
 DH7415  HORZ ORDER  -  FIRST
 DH7415  ELLP ORDER  -  THIRD     CLASS I
 DH7415
 DH7415.The horizontal coordinates were established by GPS observations
 DH7415.and adjusted by the National Geodetic Survey in December 2005..
 DH7415
 DH7415.The orthometric height was determined by GPS observations and a
 DH7415.high-resolution geoid model.
 DH7415
 DH7415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7415
 DH7415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7415
 DH7415.The ellipsoidal height was determined by GPS observations
 DH7415.and is referenced to NAD 83.
 DH7415
 DH7415.The geoid height was determined by GEOID03.
 DH7415
 DH7415;                    North         East     Units Scale Factor Converg.
 DH7415;SPC IL W     -   352,318.101   744,468.588   MT  0.99996551   +0 19 58.3
 DH7415;SPC IL W     - 1,155,896.97  2,442,477.36   sFT  0.99996551   +0 19 58.3
 DH7415;UTM  16      - 4,413,317.688   273,501.935   MT  1.00023162   -1 41 47.6
 DH7415
 DH7415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7415!SPC IL W     -   0.99997833  x   0.99996551  =   0.99994384
 DH7415!UTM  16      -   0.99997833  x   1.00023162  =   1.00020995
 DH7415
 DH7415                          SUPERSEDED SURVEY CONTROL
 DH7415
 DH7415.No superseded survey control is available for this station.
 DH7415
 DH7415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK7350213318(NAD 83)
 DH7415_MARKER: DD = SURVEY DISK
 DH7415_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH7415_STAMPING: CRAWFORD 2003
 DH7415_MARK LOGO: NGS   
 DH7415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH7415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7415+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 DH7415
 DH7415  HISTORY     - Date     Condition        Report By
 DH7415  HISTORY     - 2003     MONUMENTED       NGS
 DH7415  HISTORY     - 20050823 GOOD             ILDT
 DH7415
 DH7415                          STATION DESCRIPTION
 DH7415
 DH7415'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CFP)
 DH7415'ENTER THE ILLINOIS STATE FAIRGROUNDS THROUGH THE 8TH ST GATE OFF
 DH7415'TAINTOR ROAD ON THE  NORTH SIDE AND PROCEED ALONG 8TH ST, PAST THE
 DH7415'DEPARTMENT OF NATURAL RESOURCES HEAD  QUARTERS BUILDING AND THROUGH
 DH7415'PEDESTRIAN CROSSING. TAKE THE NEXT RIGHT HAND TURN  AND PROCEED ALONG
 DH7415'THE SOUTH SIDE OF THE DNR BUILDING. CONTINUE 0.1 MI TO CONCRETE PAD
 DH7415'AND MARK ON LEFT .MARK IS 0.2 M NE OF SW CORNER CONCRETE PAD, 4.65 M
 DH7415'SOUTH WOODEN SIGN  POST WITH ALL ROUTES ACCESSIBLE SIGN,44.7 M SE OF
 DH7415'CORNER OF RAILING ON DNR LOADING DOCK  AND 11.75 M NORTH OF EAST SIDE
 DH7415'STONE SLAB ENGRAVED LAW ENFORCEMENT ICE DIRECTORS  TENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1613 ***********************************************************************
 HB1613  DESIGNATION -  CREAL SPRINGS MUNICIPAL TANK
 HB1613  PID         -  HB1613
 HB1613  STATE/COUNTY-  IL/WILLIAMSON
 HB1613  USGS QUAD   -  CREAL SPRINGS (1996)
 HB1613
 HB1613                         *CURRENT SURVEY CONTROL
 HB1613  ___________________________________________________________________
 HB1613* NAD 83(1997)-  37 37 14.97528(N)    088 49 55.27699(W)     ADJUSTED  
 HB1613* NAVD 88     -                                                        
 HB1613  ___________________________________________________________________
 HB1613  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 HB1613  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HB1613
 HB1613  HORZ ORDER  -  THIRD
 HB1613
 HB1613.The horizontal coordinates were established by classical geodetic methods
 HB1613.and adjusted by the National Geodetic Survey in October 1999..
 HB1613
 HB1613
 HB1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1613
 HB1613.The geoid height was determined by GEOID03.
 HB1613
 HB1613;                    North         East     Units Scale Factor Converg.
 HB1613;SPC IL E     -   106,007.291   255,975.397   MT  0.99999886   -0 18 15.9
 HB1613;SPC IL E     -   347,792.25    839,812.61   sFT  0.99999886   -0 18 15.9
 HB1613;UTM  16      - 4,165,324.450   338,321.692   MT  0.99992198   -1 07 06.8
 HB1613
 HB1613                          SUPERSEDED SURVEY CONTROL
 HB1613
 HB1613  NAD 83(1997)-  37 37 14.98174(N)    088 49 55.27622(W) AD(       ) 4
 HB1613  NAD 83(1986)-  37 37 14.98492(N)    088 49 55.27864(W) AD(       ) 4
 HB1613  NAD 27      -  37 37 14.80562(N)    088 49 55.05098(W) AD(       ) 3
 HB1613
 HB1613.Superseded values are not recommended for survey control.
 HB1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1613.See file dsdata.txt to determine how the superseded data were derived.
 HB1613
 HB1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3832265324(NAD 83)
 HB1613_MARKER: 51 = TANK
 HB1613
 HB1613  HISTORY     - Date     Condition        Report By
 HB1613  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1613
 HB1613                          STATION DESCRIPTION
 HB1613
 HB1613'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1614 ***********************************************************************
 HB1614  DESIGNATION -  CREAL SPRINGS TV STA WSIL MAST
 HB1614  PID         -  HB1614
 HB1614  STATE/COUNTY-  IL/WILLIAMSON
 HB1614  USGS QUAD   -  CREAL SPRINGS (1996)
 HB1614
 HB1614                         *CURRENT SURVEY CONTROL
 HB1614  ___________________________________________________________________
 HB1614* NAD 83(1997)-  37 36 45.86103(N)    088 52 20.82619(W)     ADJUSTED  
 HB1614* NAVD 88     -                                                        
 HB1614  ___________________________________________________________________
 HB1614  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 HB1614  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 HB1614
 HB1614  HORZ ORDER  -  THIRD
 HB1614
 HB1614.The horizontal coordinates were established by classical geodetic methods
 HB1614.and adjusted by the National Geodetic Survey in October 1999..
 HB1614
 HB1614
 HB1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1614
 HB1614.The geoid height was determined by GEOID03.
 HB1614
 HB1614;                    North         East     Units Scale Factor Converg.
 HB1614;SPC IL E     -   105,129.434   252,400.992   MT  1.00000290   -0 19 44.5
 HB1614;SPC IL E     -   344,912.15    828,085.59   sFT  1.00000290   -0 19 44.5
 HB1614;UTM  16      - 4,164,497.525   334,735.432   MT  0.99993642   -1 08 35.0
 HB1614
 HB1614                          SUPERSEDED SURVEY CONTROL
 HB1614
 HB1614  NAD 83(1997)-  37 36 45.86713(N)    088 52 20.82578(W) AD(       ) 4
 HB1614  NAD 83(1986)-  37 36 45.87041(N)    088 52 20.82850(W) AD(       ) 4
 HB1614  NAD 27      -  37 36 45.69001(N)    088 52 20.59076(W) AD(       ) 3
 HB1614
 HB1614.Superseded values are not recommended for survey control.
 HB1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1614.See file dsdata.txt to determine how the superseded data were derived.
 HB1614
 HB1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3473564498(NAD 83)
 HB1614_MARKER: 42 = RADIO/TV MAST
 HB1614
 HB1614  HISTORY     - Date     Condition        Report By
 HB1614  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1614
 HB1614                          STATION DESCRIPTION
 HB1614
 HB1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1614'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT 2.0
 HB1614'MILES WEST AND 1/2 MILE SOUTH OF CREAL SPRINGS.  IT IS A GUYED
 HB1614'STEEL STRUCTURE PAINTED RED AND WHITE WITH AN OVERALL HEIGHT OF 856
 HB1614'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2967 ***********************************************************************
 ME2967  DESIGNATION -  CRESCENT
 ME2967  PID         -  ME2967
 ME2967  STATE/COUNTY-  IL/COOK
 ME2967  USGS QUAD   -  BLUE ISLAND (1997)
 ME2967
 ME2967                         *CURRENT SURVEY CONTROL
 ME2967  ___________________________________________________________________
 ME2967* NAD 83(1997)-  41 41 48.65169(N)    087 40 35.45140(W)     ADJUSTED  
 ME2967* NAVD 88     -       202.7    (meters)     665.     (feet)  VERTCON   
 ME2967  ___________________________________________________________________
 ME2967  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 ME2967  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2967
 ME2967  HORZ ORDER  -  FIRST
 ME2967
 ME2967.The horizontal coordinates were established by classical geodetic methods
 ME2967.and adjusted by the National Geodetic Survey in October 1999..
 ME2967
 ME2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2967
 ME2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2967
 ME2967.The geoid height was determined by GEOID03.
 ME2967
 ME2967;                    North         East     Units Scale Factor Converg.
 ME2967;SPC IL E     -   558,640.685   354,674.254   MT  1.00001177   +0 26 12.9
 ME2967;SPC IL E     - 1,832,806.98  1,163,627.11   sFT  1.00001177   +0 26 12.9
 ME2967;UTM  16      - 4,616,339.534   443,707.406   MT  0.99963899   -0 27 00.1
 ME2967
 ME2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2967!SPC IL E     -   0.99997345  x   1.00001177  =   0.99998522
 ME2967!UTM  16      -   0.99997345  x   0.99963899  =   0.99961245
 ME2967
 ME2967|---------------------------------------------------------------------|
 ME2967| PID    Reference Object                     Distance      Geod. Az  |
 ME2967|                                                           dddmmss.s |
 ME2967| CM3364 CRESCENT RM 1                        29.138 METERS 24834     |
 ME2967| ME2975 065 COC                             APPROX. 0.5 KM 2753149.9 |
 ME2967| CM3365 CRESCENT RM 2                        31.676 METERS 32129     |
 ME2967|---------------------------------------------------------------------|
 ME2967
 ME2967                          SUPERSEDED SURVEY CONTROL
 ME2967
 ME2967  NAD 83(1997)-  41 41 48.65178(N)    087 40 35.45163(W) AD(       ) 1
 ME2967  NAD 83(1997)-  41 41 48.65595(N)    087 40 35.45997(W) AD(       ) 1
 ME2967  NAD 83(1986)-  41 41 48.65630(N)    087 40 35.45970(W) AD(       ) 1
 ME2967  NAD 27      -  41 41 48.53503(N)    087 40 35.28260(W) AD(       ) 1
 ME2967  NGVD 29 (07/19/86)  202.8    (m)          665.     (f) VERT ANG       
 ME2967
 ME2967.Superseded values are not recommended for survey control.
 ME2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2967.See file dsdata.txt to determine how the superseded data were derived.
 ME2967
 ME2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4370716340(NAD 83)
 ME2967_MARKER: DD = SURVEY DISK
 ME2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2967_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2967
 ME2967  HISTORY     - Date     Condition        Report By
 ME2967  HISTORY     - 1977     MONUMENTED       NGS
 ME2967
 ME2967                          STATION DESCRIPTION
 ME2967
 ME2967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2967'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF CHICAGO
 ME2967'IN THE SOUTHEAST CORNER OF CRESCENT CITY PARK. IT IS ON THE
 ME2967'NORTH SIDE OF THE JUNCTION OF WEST 108TH PLACE AND SOUTH
 ME2967'BELL AVENUE. THE ADDRESS FOR THE STATION IS 2202 WEST 108TH
 ME2967'PLACE.
 ME2967'
 ME2967'STATION MARKS, STAMPED---CRESCENT 1977---, ARE STANDARD DISKS.
 ME2967'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2967'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND SURFACE AND
 ME2967'COVERED BY A CAST IRON COVER WITH THE LETTERING, NATIONAL
 ME2967'GEODETIC SURVEY. IT IS 61.5 FEET EAST-NORTHEAST OF A CONCRETE
 ME2967'LIGHT POLE, 56 FEET NORTH OF THE CENTERLINE OF WEST 108TH PLACE
 ME2967'AND 27 FEET WEST OF A CHAIN LINK FENCE. THE UNDERGROUND DISK IS
 ME2967'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 ME2967'BELOW THE GROUND SURFACE.
 ME2967'
 ME2967'REFERENCE MARK 1, STAMPED---CRESCENT NO 1 1977---, IS A
 ME2967'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2967'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 34.5 FEET
 ME2967'WEST-SOUTHWEST OF A CONCRETE LIGHT POLE, 31.5 FEET
 ME2967'EAST-NORTHEAST OF A GREEN STREET LIGHT POLE AND 22 FEET NORTH
 ME2967'OF THE CENTERLINE OF WEST 108TH PLACE.
 ME2967'
 ME2967'REFERENCE MARK 2, STAMPED---CRESCENT NO 2 1977---, IS A
 ME2967'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2967'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 45 FEET
 ME2967'NORTHWEST OF A 36-INCH OAK TREE AND 48 FEET NORTHEAST OF A
 ME2967'PARK WALKWAY.
 ME2967'
 ME2967'STATION 065 COC CAN BE USED AS THE AZIMUTH MARK. SEE
 ME2967'DESCRIPTION THEREOF.
 ME2967'
 ME2967'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 34.61 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2342 ***********************************************************************
 LB2342  DESIGNATION -  CRESCENT CITY MUNICIPAL TANK
 LB2342  PID         -  LB2342
 LB2342  STATE/COUNTY-  IL/IROQUOIS
 LB2342  USGS QUAD   -  CRESCENT CITY (1986)
 LB2342
 LB2342                         *CURRENT SURVEY CONTROL
 LB2342  ___________________________________________________________________
 LB2342* NAD 83(1997)-  40 46 12.83398(N)    087 51 28.47923(W)     ADJUSTED  
 LB2342* NAVD 88     -                                                        
 LB2342  ___________________________________________________________________
 LB2342  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LB2342  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB2342
 LB2342  HORZ ORDER  -  THIRD
 LB2342
 LB2342.The horizontal coordinates were established by classical geodetic methods
 LB2342.and adjusted by the National Geodetic Survey in October 1999..
 LB2342
 LB2342
 LB2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2342
 LB2342.The geoid height was determined by GEOID03.
 LB2342
 LB2342;                    North         East     Units Scale Factor Converg.
 LB2342;SPC IL E     -   455,635.019   340,137.403   MT  0.99999482   +0 18 37.7
 LB2342;SPC IL E     - 1,494,862.56  1,115,934.13   sFT  0.99999482   +0 18 37.7
 LB2342;UTM  16      - 4,513,605.095   427,597.999   MT  0.99966452   -0 33 36.9
 LB2342
 LB2342                          SUPERSEDED SURVEY CONTROL
 LB2342
 LB2342  NAD 83(1997)-  40 46 12.83439(N)    087 51 28.48107(W) AD(       ) 4
 LB2342  NAD 83(1986)-  40 46 12.84126(N)    087 51 28.48836(W) AD(       ) 4
 LB2342  NAD 27      -  40 46 12.71500(N)    087 51 28.36700(W) AD(       ) 3
 LB2342
 LB2342.Superseded values are not recommended for survey control.
 LB2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2342.See file dsdata.txt to determine how the superseded data were derived.
 LB2342
 LB2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2759813605(NAD 83)
 LB2342_MARKER: 51 = TANK
 LB2342
 LB2342  HISTORY     - Date     Condition        Report By
 LB2342  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2342
 LB2342                          STATION DESCRIPTION
 LB2342
 LB2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LB2342'POINT OBSERVED WAS THE FINAL ON TOP OF THE MUNICIPAL WATER TANK
 LB2342'IN CRESCENT CITY, ILLINOIS.  THIS TANK, WHICH IS 100 FEET HIGH, IS
 LB2342'LOCATED ON U. S. HIGHWAY NO. 24 AND JUST BEHIND THE CITY HALL.
 LB2342'
 LB2342'TANK WAS OBSERVED UPON FROM TRIANGULATION STATIONS.  WATSEKA, ASHKUM
 LB2342'(NO. 83 T U. S. G. S.), KEMPTON AND PIPER.
 LB2342'
 LB2342'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1535 ***********************************************************************
 MF1535  DESIGNATION -  CRESTON
 MF1535  PID         -  MF1535
 MF1535  STATE/COUNTY-  IL/OGLE
 MF1535  USGS QUAD   -  CRESTON (1980)
 MF1535
 MF1535                         *CURRENT SURVEY CONTROL
 MF1535  ___________________________________________________________________
 MF1535* NAD 83(1997)-  41 56 06.83673(N)    088 58 10.31706(W)     ADJUSTED  
 MF1535* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 MF1535  ___________________________________________________________________
 MF1535  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 MF1535  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1535
 MF1535  HORZ ORDER  -  THIRD
 MF1535
 MF1535.The horizontal coordinates were established by classical geodetic methods
 MF1535.and adjusted by the National Geodetic Survey in October 1999..
 MF1535
 MF1535.The orthometric height was scaled from a topographic map.
 MF1535
 MF1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1535
 MF1535.The geoid height was determined by GEOID03.
 MF1535
 MF1535;                    North         East     Units Scale Factor Converg.
 MF1535;SPC IL W     -   585,582.278   799,278.935   MT  1.00006242   +0 48 00.4
 MF1535;SPC IL W     - 1,921,197.86  2,622,300.97   sFT  1.00006242   +0 48 00.4
 MF1535;SPC IL E     -   585,104.647   247,238.198   MT  1.00000924   -0 25 30.6
 MF1535;SPC IL E     - 1,919,630.83    811,147.32   sFT  1.00000924   -0 25 30.6
 MF1535;UTM  16      - 4,644,461.060   336,719.209   MT  0.99992807   -1 18 59.4
 MF1535
 MF1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1535!SPC IL W     -   0.99996158  x   1.00006242  =   1.00002400
 MF1535!SPC IL E     -   0.99996158  x   1.00000924  =   0.99997082
 MF1535!UTM  16      -   0.99996158  x   0.99992807  =   0.99988965
 MF1535
 MF1535|---------------------------------------------------------------------|
 MF1535| PID    Reference Object                     Distance      Geod. Az  |
 MF1535|                                                           dddmmss.s |
 MF1535| CI6860 CRESTON RM 1                         13.643 METERS 08833     |
 MF1535| CI6859 CRESTON AZ MK                                      0944043.7 |
 MF1535| MF1540 ROCHELLE CARON SPINNING CO STK      APPROX. 7.7 KM 2550439.6 |
 MF1535| MF1545 ROCHELLE CALIF PACK CORP TANK       APPROX. 9.1 KM 2594134.3 |
 MF1535| MF1541 ROCHELLE AUSTIN WESTERN TANK        APPROX. 7.8 KM 2614826.7 |
 MF1535| CI6861 CRESTON RM 2                         11.582 METERS 26915     |
 MF1535|---------------------------------------------------------------------|
 MF1535
 MF1535                          SUPERSEDED SURVEY CONTROL
 MF1535
 MF1535  NAD 83(1997)-  41 56 06.83779(N)    088 58 10.32109(W) AD(       ) 3
 MF1535  NAD 83(1986)-  41 56 06.83749(N)    088 58 10.32238(W) AD(       ) 3
 MF1535  NAD 27      -  41 56 06.74700(N)    088 58 09.96840(W) AD(       ) 3
 MF1535
 MF1535.Superseded values are not recommended for survey control.
 MF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1535.See file dsdata.txt to determine how the superseded data were derived.
 MF1535
 MF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3671944461(NAD 83)
 MF1535_MARKER: DS = TRIANGULATION STATION DISK
 MF1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1535+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 MF1535
 MF1535  HISTORY     - Date     Condition        Report By
 MF1535  HISTORY     - 1954     MONUMENTED       CGS
 MF1535  HISTORY     - 1967     GOOD             CGS
 MF1535  HISTORY     - 19960510 GOOD             USPSQD
 MF1535  HISTORY     - 20010721 GOOD             USPSQD
 MF1535  HISTORY     - 20040929 GOOD             USPSQD
 MF1535
 MF1535                          STATION DESCRIPTION
 MF1535
 MF1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1535'STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 30A
 MF1535'ABOUT 5 MILES EAST OF ROCHELLE AND ABOUT 1/2 MILE WEST OF CRESTON.
 MF1535'IT IS 57 FEET NORTH OF THE CENTER OF THE HIGHWAY, 5 FEET
 MF1535'SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE.
 MF1535'THE MARK IS FLUSH AND THE DISK IS STAMPED CRESTON 1954.
 MF1535'
 MF1535'REFERENCE MARK NO. 1 IS 57 FEET NORTH OF THE CENTER OF THE
 MF1535'HIGHWAY AND 2 FEET SOUTH OF THE FENCE.  THE MARK IS FLUSH AND
 MF1535'THE DISK IS STAMPED CRESTON NO 1 1954.
 MF1535'
 MF1535'REFERENCE MARK NO. 2 IS 57 FEET NORTH OF THE CENTER OF THE
 MF1535'HIGHWAY AND 2 FEET SOUTH OF THE FENCE.  THE MARK IS FLUSH AND
 MF1535'THE DISK IS STAMPED CRESTON NO 2 1954.
 MF1535'
 MF1535'AZIMUTH MARK IS 60 FEET SOUTH OF THE CENTER OF HIGHWAY 30A,
 MF1535'39 FEET WEST OF THE CENTER OF A PAVED ROAD, 3 FEET WEST OF A
 MF1535'WHITE WITNESS POST AND FENCE CORNER AND 1 FOOT NORTH OF A
 MF1535'FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MF1535'CRESTON 1954.
 MF1535'
 MF1535'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 MF1535'AND 30A AT THE NORTH EDGE OF ROCHELLE, GO EAST ON HIGHWAY 30A
 MF1535'FOR 5.0 MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE
 MF1535'EAST ON THE HIGHWAY FOR 0.2 MILE TO A PAVED ROAD RIGHT AND THE
 MF1535'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MF1535'
 MF1535'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1535
 MF1535                          STATION RECOVERY (1967)
 MF1535
 MF1535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1535'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS
 MF1535'GOOD WITH BELOW CHANGES.
 MF1535'
 MF1535'THE STATION MARK IS 2 FEET SOUTH OF A METAL WITNESS POST.
 MF1535'
 MF1535'THE AZIMUTH MARK IS 2 FEET WEST OF A METAL WITNESS POST
 MF1535'AND THE PAVED ROAD AT THE MARK IS NOW MAIN STREET.
 MF1535
 MF1535                          STATION RECOVERY (1996)
 MF1535
 MF1535'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1535'RECOVERED IN GOOD CONDITION.
 MF1535
 MF1535                          STATION RECOVERY (2001)
 MF1535
 MF1535'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1535'RECOVERED IN GOOD CONDITION.
 MF1535
 MF1535                          STATION RECOVERY (2004)
 MF1535
 MF1535'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1535'RM 1 AND RM 2 FOUND IN GOOD CONDITION. THE AZIMUTH WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2590 ***********************************************************************
 ME2590  DESIGNATION -  CRETE MUNICIPAL TANK
 ME2590  PID         -  ME2590
 ME2590  STATE/COUNTY-  IL/WILL
 ME2590  USGS QUAD   -  STEGER (1990)
 ME2590
 ME2590                         *CURRENT SURVEY CONTROL
 ME2590  ___________________________________________________________________
 ME2590* NAD 83(1997)-  41 26 39.71329(N)    087 37 58.75922(W)     ADJUSTED  
 ME2590* NAVD 88     -                                                        
 ME2590  ___________________________________________________________________
 ME2590  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 ME2590  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 ME2590
 ME2590  HORZ ORDER  -  THIRD
 ME2590
 ME2590.The horizontal coordinates were established by classical geodetic methods
 ME2590.and adjusted by the National Geodetic Survey in October 1999..
 ME2590
 ME2590
 ME2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2590
 ME2590.The geoid height was determined by GEOID03.
 ME2590
 ME2590;                    North         East     Units Scale Factor Converg.
 ME2590;SPC IL E     -   530,627.676   358,524.835   MT  1.00001713   +0 27 48.8
 ME2590;SPC IL E     - 1,740,900.97  1,176,260.23   sFT  1.00001713   +0 27 48.8
 ME2590;UTM  16      - 4,588,281.010   447,123.686   MT  0.99963441   -0 25 08.3
 ME2590
 ME2590                          SUPERSEDED SURVEY CONTROL
 ME2590
 ME2590  NAD 83(1997)-  41 26 39.71328(N)    087 37 58.75932(W) AD(       ) 4
 ME2590  NAD 83(1986)-  41 26 39.71797(N)    087 37 58.76590(W) AD(       ) 4
 ME2590  NAD 27      -  41 26 39.59400(N)    087 37 58.61200(W) AD(       ) 3
 ME2590
 ME2590.Superseded values are not recommended for survey control.
 ME2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2590.See file dsdata.txt to determine how the superseded data were derived.
 ME2590
 ME2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4712488281(NAD 83)
 ME2590_MARKER: 53 = ELEVATED TANK
 ME2590
 ME2590  HISTORY     - Date     Condition        Report By
 ME2590  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2590
 ME2590                          STATION DESCRIPTION
 ME2590
 ME2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2590'STATION IS THE METAL CAP AT THE APEX OF THE ROOF OF A TALL,
 ME2590'SLENDER, 4 LEGGED,
 ME2590'STEEL WATER TANK, ABOUT 130 FEET HIGH, PAINTED SILVER WITH THE LEGEND
 ME2590'CRETE IN LARGE BLACK LETTERS ON THE
 ME2590'NORTH AND SOUTH SIDES OF THE TANK.  THE TANK IS
 ME2590'LOCATED NEAR THE CENTER OF THE TOWN OF CRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2593 ***********************************************************************
 ME2593  DESIGNATION -  CRETE RESET
 ME2593  PID         -  ME2593
 ME2593  STATE/COUNTY-  IL/WILL
 ME2593  USGS QUAD   -  STEGER (1990)
 ME2593
 ME2593                         *CURRENT SURVEY CONTROL
 ME2593  ___________________________________________________________________
 ME2593* NAD 83(1997)-  41 24 53.52959(N)    087 38 40.07568(W)     ADJUSTED  
 ME2593* NAVD 88     -       241.4    (meters)     792.     (feet)  GPS OBS   
 ME2593  ___________________________________________________________________
 ME2593  X           -     196,886.398 (meters)                     COMP
 ME2593  Y           -  -4,786,346.060 (meters)                     COMP
 ME2593  Z           -   4,197,223.978 (meters)                     COMP
 ME2593  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 ME2593  ELLIP HEIGHT-         208.06  (meters)          (02/03/05) GPS OBS
 ME2593  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 ME2593
 ME2593  HORZ ORDER  -  FIRST
 ME2593  ELLP ORDER  -  FOURTH    CLASS II
 ME2593
 ME2593.The horizontal coordinates were established by GPS observations
 ME2593.and adjusted by the National Geodetic Survey in October 1999..
 ME2593
 ME2593.The orthometric height was determined by GPS observations and a
 ME2593.high-resolution geoid model.
 ME2593
 ME2593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2593
 ME2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2593
 ME2593.The ellipsoidal height was determined by GPS observations
 ME2593.and is referenced to NAD 83.
 ME2593
 ME2593.The geoid height was determined by GEOID03.
 ME2593
 ME2593;                    North         East     Units Scale Factor Converg.
 ME2593;SPC IL E     -   527,344.199   357,591.824   MT  1.00001580   +0 27 20.5
 ME2593;SPC IL E     - 1,730,128.43  1,173,199.18   sFT  1.00001580   +0 27 20.5
 ME2593;SPC IN W     -   684,783.149   853,087.780   MT  0.99999374   -0 22 16.3
 ME2593;SPC IN W     - 2,246,659.38  2,798,838.82   sFT  0.99999374   -0 22 16.3
 ME2593;UTM  16      - 4,585,013.536   446,140.601   MT  0.99963570   -0 25 34.8
 ME2593
 ME2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2593!SPC IL E     -   0.99996737  x   1.00001580  =   0.99998317
 ME2593!SPC IN W     -   0.99996737  x   0.99999374  =   0.99996111
 ME2593!UTM  16      -   0.99996737  x   0.99963570  =   0.99960308
 ME2593
 ME2593:                Primary Azimuth Mark                     Grid Az
 ME2593:SPC IL E     -  STEGER MUNICIPAL TANK                    004 27 31.4
 ME2593:SPC IN W     -  STEGER MUNICIPAL TANK                    005 17 08.2
 ME2593:UTM  16      -  STEGER MUNICIPAL TANK                    005 20 26.7
 ME2593
 ME2593|---------------------------------------------------------------------|
 ME2593| PID    Reference Object                     Distance      Geod. Az  |
 ME2593|                                                           dddmmss.s |
 ME2593| ME2592 STEGER MUNICIPAL TANK               APPROX. 6.1 KM 0045451.9 |
 ME2593| ME2590 CRETE MUNICIPAL TANK                APPROX. 3.4 KM 0161906.6 |
 ME2593| CM3959 RADIO STATION WLS WEST TWR                         0275658.7 |
 ME2593| CM3454 RADIO STATION WLS EAST TWR                         0304004.9 |
 ME2593| CM3371 CRETE RM 4                           28.880 METERS 04422     |
 ME2593| CM3369 CRETE AZ MK                                        0894328.1 |
 ME2593| ME2594 LINCOLN FIELDS JOCKEY CLUB TK       APPROX. 1.3 KM 1160004.2 |
 ME2593| ME2589 ST PAUL LUTHERAN CHURCH SPIRE       APPROX. 6.7 KM 1804817.2 |
 ME2593| ME2648 PEOTONE MUNICIPAL STANDPIPE         APPROX.15.2 KM 2330616.7 |
 ME2593| ME2645 PEOTONE IMMANUEL EVANG REF CH       APPROX.15.5 KM 2334856.7 |
 ME2593| ME2644 FRANKFORT GRAIN CO ELEVATOR         APPROX.19.6 KM 2983424.2 |
 ME2593| CM3370 CRETE RM 5                           34.415 METERS 30536     |
 ME2593| ME2597 PARK FOREST MUNICIPAL TANK          APPROX. 7.6 KM 3280527.3 |
 ME2593| ME2596 MALL TOOL CO WATER TANK             APPROX. 5.1 KM 3304158.8 |
 ME2593| ME2933 RICH TWP MICROWAVE KSA 46 LT        APPROX.14.1 KM 3385958.8 |
 ME2593|---------------------------------------------------------------------|
 ME2593
 ME2593                          SUPERSEDED SURVEY CONTROL
 ME2593
 ME2593  ELLIP H (10/21/99)  208.05   (m)                       GP(       ) 4 1
 ME2593  NAD 83(1997)-  41 24 53.52959(N)    087 38 40.07575(W) AD(       ) 1
 ME2593  NAD 83(1986)-  41 24 53.53229(N)    087 38 40.09046(W) AD(       ) 1
 ME2593  NAD 83(1986)-  41 24 53.53407(N)    087 38 40.08235(W) AD(       ) 1
 ME2593  NAD 27      -  41 24 53.40680(N)    087 38 39.93120(W) AD(       ) 1
 ME2593
 ME2593.Superseded values are not recommended for survey control.
 ME2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2593.See file dsdata.txt to determine how the superseded data were derived.
 ME2593
 ME2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4614185014(NAD 83)
 ME2593_MARKER: V = STONE MONUMENT
 ME2593_SETTING: 0 = UNSPECIFIED SETTING
 ME2593_MARK LOGO: ASCPC 
 ME2593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2593+STABILITY: POSITION/ELEVATION WELL
 ME2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2593+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1997
 ME2593
 ME2593  HISTORY     - Date     Condition        Report By
 ME2593  HISTORY     - 1879     MONUMENTED       USLS
 ME2593  HISTORY     - 1930     SEE DESCRIPTION  CGS
 ME2593  HISTORY     - 1944     SEE DESCRIPTION  CGS
 ME2593  HISTORY     - 1952     GOOD             CGS
 ME2593  HISTORY     - 1959     GOOD             CGS
 ME2593  HISTORY     - 1970     GOOD             MGA
 ME2593  HISTORY     - 1973     GOOD             ILHD
 ME2593  HISTORY     - 19970505 GOOD             ASCPC
 ME2593
 ME2593                          STATION DESCRIPTION
 ME2593
 ME2593'DESCRIBED BY US LAKE SURVEY 1879
 ME2593'THIS STATION IS SITUATED IN THE SE QUARTER OF THE SW QUARTER OF SEC.
 ME2593'20, T 34 N, R 11 W,
 ME2593'CRETE TOWNSHIP, WILL COUNTY, ILLINOIS, ABOUT 2-1/4
 ME2593'MILES S OF THE RAILWAY STATION,
 ME2593'CRETE, ON THE CHICAGO AND EASTERN
 ME2593'ILLINOIS RAILROAD.  THE HEIGHT OF STATION USED WAS
 ME2593'75 FEET.  THE
 ME2593'GEODETIC POINT IS MARKED BY A STONE OF THE USUAL FORM, SET 3 FEET
 ME2593'BELOW THE SURFACE,
 ME2593'WITH A SURFACE REFERENCE POST SET DIRECTLY OVER
 ME2593'IT.  THREE STONE REFERENCE POSTS WERE
 ME2593'SET AS FOLLOWS- ONE NEAR
 ME2593'THE FENCE ON THE W OF THE STATION, BEARING N 72 DEG 51
 ME2593'MIN W, DISTANT
 ME2593'191.44 METERS, AND TWO ON THE S LINE OF SECTION 20, ONE BEARING S
 ME2593'19 DEG 49 MIN W,
 ME2593'DISTANT 193.27 METERS, AND ONE BEARING S 14 DEG 03 MIN E, DISTANT
 ME2593'186.29 METERS FROM THE GEODETIC
 ME2593'POINT.  THE SW CORNER OF
 ME2593'SECTION 20 BEARS S 72 DEG 16 MIN W, AND IS DISTANT
 ME2593'613 METERS.  THE HEIGHT
 ME2593'OF GROUND AT THE STATION ABOVE MEAN LEVEL OF LAKE MICHIGAN IS 209.7
 ME2593'FEET.
 ME2593
 ME2593                          STATION RECOVERY (1930)
 ME2593
 ME2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 ME2593'THE STATION AND THREE REFERENCE MARKS WERE RECOVERED, AND FOUND TO BE
 ME2593'IN FAIR CONDITION.  THE
 ME2593'LOCATION OF THE STATION IS AS FOLLOWS- TWO MILES
 ME2593'S AND 0.7 MILE W OF CRETE, 0.7
 ME2593'MILE W OF THE LINCOLN FIELDS CULB
 ME2593'RACE TRACK WHICH IS ON STATE HIGHWAY 1, ON THE
 ME2593'HIGHEST POINT OF A
 ME2593'KNOLL, IN THE SW 1/4 OF SEC. 20, T 34 N, R 11 W, IN CULTIVATED
 ME2593'LAND OWNED AND
 ME2593'FARMED BY THE LINCOLN FIELDS JOCKEY CLUB.  A 1/2
 ME2593'SECTION-LINE ROAD IS 0.425 MILE N
 ME2593'AND THE TRACKS OF THE CHICAGO
 ME2593'AND EASTERN ILLINOIS RAILROAD ARE 0.4 MILE E.
 ME2593'
 ME2593'THE SURFACE STATION POST WAS GONE SO A SLAB OF CONCRETE WAS
 ME2593'PLACED OVER THE
 ME2593'SUB-SURFACE POST, AND A BRASS DISK CENTERED OVER
 ME2593'THE GEODETIC POINT AND MARKED
 ME2593'U.S.C. AND G.S. 1930 AND U.S.E. 1879.
 ME2593'THE ORIGINAL REFERENCE MARKS ARE STONE POSTS 6
 ME2593'INCHES SQUARE WITH
 ME2593'A CROSS AND U.S CUT IN THE TOP.  THEY PROJECT ABOUT 10 INCHES
 ME2593'ABOVE THE
 ME2593'SURFACE AND ARE SOLID BUT SOMEWHAT CHIPPED.  THE DESCRIPTION
 ME2593'OF THE OLD REFERENCE MARKS
 ME2593'IS GOOD.  NO NEW REFERENCE
 ME2593'MARKS WERE SET.
 ME2593'
 ME2593'SURFACE MARK IS 12 INCHES BELOW THE SURFACE, 20.50 METERS S
 ME2593'OF A FENCE LINE.
 ME2593'
 ME2593'A 75-FOOT TOWER WAS USED.
 ME2593
 ME2593                          STATION RECOVERY (1944)
 ME2593
 ME2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 ME2593'STATION MARK WAS RECOVERED AS DESCRIBED BY
 ME2593'F.L.G. IN 1930.
 ME2593'THE ORIGINAL REFERENCE MARKS HAVE BEEN DESTROYED.
 ME2593'TWO NEW REFERENCE MARKS, NOS. 3 AND
 ME2593'4, AND AN AZIMUTH MARK WERE
 ME2593'ESTABLISHED BY THIS PARTY.
 ME2593'
 ME2593'STATION IS LOCATED ON LAND OWNED AND FARMED BY THE LINCOLN
 ME2593'FIELDS JOCKEY
 ME2593'CLUB.  MARK IS SET ON THE HIGHEST GROUND IN A PASTURE
 ME2593'FIELD.  IT IS 0.5 MILE W OF THE
 ME2593'CHICAGO AND EASTERN ILLINOIS
 ME2593'RAILROAD TRACKS AND 69 FEET S OF AN E-W FENCELINE.
 ME2593'THE SUBSURFACE
 ME2593'MARK IS A STONE POST.  THE SURFACE MARK IS A BRONZE DISK
 ME2593'SET IN CONCRETE
 ME2593'THE TOP OF WHICH IS 12 INCHES BELOW THE GROUND.
 ME2593'THE DISK IS STAMPED CRETE U.S.E.
 ME2593'1879 1930.
 ME2593'
 ME2593'REFERENCE MARK 3 IS IN THE FENCELINE.  IT IS A BRONZE REFERENCE
 ME2593'DISK, STAMPED
 ME2593'CRETE NO 3 1944.
 ME2593'
 ME2593'REFERENCE MARK 4 IS IN THE SAME FENCELINE.  IT IS STAMPED
 ME2593'CRETE NO 4 1944.
 ME2593'
 ME2593'AZIMUTH MARK IS 0.15 MILE W OF STATE HIGHWAY 1, 20 FEET N
 ME2593'OF THE APPROXIMATE
 ME2593'CENTER LINE OF THE FARM DRIVEWAY, AND 3 FEET
 ME2593'W OF THE SW CORNER OF THE BARNYARD
 ME2593'FENCE.  IT IS STAMPED CRETE
 ME2593'1944.
 ME2593'
 ME2593'TO REACH THE STATION FROM THE POST OFFICE IN CRETE, GO S ON
 ME2593'STATE HIGHWAY 1
 ME2593'FOR 2.2 MILES.  TURN RIGHT ON A FARM DRIVEWAY
 ME2593'ACROSS THE ROAD FROM THE LINCOLN
 ME2593'FIELDS JOCKEY CLUB, THEN FOLLOW
 ME2593'THE DRIVEWAY W, PASSING A GREENHOUSE ON THE LEFT,
 ME2593'FOR 0.15 MILE TO
 ME2593'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE W FOR 0.3 MILE TO THE
 ME2593'RAILROAD TRACKS.
 ME2593'CROSS THE TRACKS AND ENTER A PASTURE FIELD.
 ME2593'THEN GO 0.5 MILE DUE W TO THE
 ME2593'HIGHEST GROUND AND STATION.
 ME2593'
 ME2593'OBSERVATIONS WERE TAKEN FROM A 4-FOOT STAND.
 ME2593
 ME2593                          STATION RECOVERY (1952)
 ME2593
 ME2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2593'STATION WAS RECOVERED BY THE 1944 RECOVERY NOTE.  ALL MARKS ARE IN
 ME2593'GOOD CONDITION.  REFERENCE MARK
 ME2593'DESCRIBED AND LISTED AS NO. 3 IS STAMPED NO. 5.  DISTANCES AND
 ME2593'DIRECTIONS TO ALL MARKS WERE CHECKED
 ME2593'AND FOUND TO E CORRECT.  WHITE WITNESS POSTS WERE SET BY THIS PARTY
 ME2593'3 FEET EAST OF R.M. NO. 4 AND 2 FEET EAST
 ME2593'OF THE AZIMUTH MARK.  THE 1944 RECOVERY NOTE IS
 ME2593'ADEQUATE WITH THE ABOVE CHANGES.
 ME2593'
 ME2593'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2593
 ME2593                          STATION RECOVERY (1959)
 ME2593
 ME2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2593'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION,
 ME2593'EXCEPT FOR REFERENCE MARK NO. 4
 ME2593'WHICH HAS ONE CORNER BROKEN OFF BUT IS STILL SOLID.
 ME2593'
 ME2593'TO REACH FROM THE POST OFFICE IN CRETE, GO SOUTH ON STATE HIGHWAY NO.
 ME2593'1 FOR 2.2 MILES TO A
 ME2593'DRIVEWAY ON THE RIGHT JUST NORTH OF TWO GREEN HOUSES, TURN RIGHT
 ME2593'(WEST) ON DRIVEWAY FOR ABOUT 100
 ME2593'YARDS TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON DRIVEWAY
 ME2593'FOR 0.3 MILE TO RAILROAD TRACKS, CROSS
 ME2593'TRACKS AND GO WEST ALONG THE SOUTH SIDE OF
 ME2593'FENCE FOR ABOUT 0.5 MILE TO THE STATION ON THE HIGHEST
 ME2593'POINT OF HILL.
 ME2593'
 ME2593'RECOVERED BY RECONNAISSANCE.
 ME2593
 ME2593                          STATION RECOVERY (1970)
 ME2593
 ME2593'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1970 (JR)
 ME2593'CRETE 1930 US 1879 GOOD,
 ME2593'CRETE NO. 4 1944
 ME2593'GOOD- CORNER CHIPPED BUT MONUMENT AND DISK UNDISTURBED.
 ME2593'CRETE NO. 5 1944 GOOD
 ME2593'
 ME2593'RECOVERED BY MOORE GARDNER AND ASSOCIATES INC.
 ME2593
 ME2593                          STATION RECOVERY (1973)
 ME2593
 ME2593'RECOVERY NOTE BY IL HIGHWAY DEPT 1973 (FAW)
 ME2593'CRETE 1879, 1930 GOOD - DESCRIPTION OK.
 ME2593'CRETE NO. 5, 1944
 ME2593'GOOD- DESCRIPTION O.K.
 ME2593'CRETE NO. 4, 1944 GOOD-
 ME2593'DESCRIPTION OK.
 ME2593'CRETE, 1944 GOOD- DESCRIPTION  OK.
 ME2593'
 ME2593'CRETE 1879, 1930- THE SURFACE MARK IS 0.5 FT. BELOW THE SURFACE AND
 ME2593'HAS BEEN SCRAPED BY A PLOW, MARK
 ME2593'SHOULD BE BURIED DEEPER.
 ME2593'
 ME2593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 1/4 MILES SOUTH OF
 ME2593'CRETE
 ME2593
 ME2593                          STATION RECOVERY (1997)
 ME2593
 ME2593'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 ME2593'RECOVERY NOTE. RECOVERED IN GOOD CONDITION AS DESCRIBED IN PREVIOUS
 ME2593'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1972 ***********************************************************************
 LC1972  DESIGNATION -  CREVE COEUR MUNICIPAL TANK
 LC1972  PID         -  LC1972
 LC1972  STATE/COUNTY-  IL/TAZEWELL
 LC1972  USGS QUAD   -  PEORIA EAST (1996)
 LC1972
 LC1972                         *CURRENT SURVEY CONTROL
 LC1972  ___________________________________________________________________
 LC1972* NAD 83(1997)-  40 38 48.68277(N)    089 36 02.18823(W)     ADJUSTED  
 LC1972* NAVD 88     -                                                        
 LC1972  ___________________________________________________________________
 LC1972  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LC1972  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LC1972
 LC1972  HORZ ORDER  -  THIRD
 LC1972
 LC1972.The horizontal coordinates were established by classical geodetic methods
 LC1972.and adjusted by the National Geodetic Survey in October 1999..
 LC1972
 LC1972
 LC1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1972
 LC1972.The geoid height was determined by GEOID03.
 LC1972
 LC1972;                    North         East     Units Scale Factor Converg.
 LC1972;SPC IL W     -   441,965.109   747,876.052   MT  0.99996938   +0 22 07.4
 LC1972;SPC IL W     - 1,450,013.86  2,453,656.68   sFT  0.99996938   +0 22 07.4
 LC1972;UTM  16      - 4,502,807.840   280,110.139   MT  1.00019519   -1 41 40.9
 LC1972
 LC1972                          SUPERSEDED SURVEY CONTROL
 LC1972
 LC1972  NAD 83(1986)-  40 38 48.69495(N)    089 36 02.18782(W) AD(       ) 4
 LC1972  NAD 27      -  40 38 48.55300(N)    089 36 01.83800(W) AD(       ) 3
 LC1972
 LC1972.Superseded values are not recommended for survey control.
 LC1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1972.See file dsdata.txt to determine how the superseded data were derived.
 LC1972
 LC1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8011002808(NAD 83)
 LC1972_MARKER: 53 = ELEVATED TANK
 LC1972
 LC1972  HISTORY     - Date     Condition        Report By
 LC1972  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1972
 LC1972                          STATION DESCRIPTION
 LC1972
 LC1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1972'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER TANK,
 LC1972'STEEL, ALUMINUM PAINTED AND APPROXIMATELY 100 FEET HIGH.
 LC1972'LOCATED IN THE CENTRAL PART OF TOWN.
 LC1972'
 LC1972'OBSERVED UPON FROM TRIANGULATION STATIONS BONTZ, MOOR AND PEORIA
 LC1972'HEIGHTS (I.R.S.)
 LC1972'
 LC1972'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1974 ***********************************************************************
 LC1974  DESIGNATION -  CREVE COEUR TV STA WTVH MAST
 LC1974  PID         -  LC1974
 LC1974  STATE/COUNTY-  IL/TAZEWELL
 LC1974  USGS QUAD   -  PEORIA EAST (1996)
 LC1974
 LC1974                         *CURRENT SURVEY CONTROL
 LC1974  ___________________________________________________________________
 LC1974* NAD 83(1997)-  40 39 11.78500(N)    089 35 13.52951(W)     ADJUSTED  
 LC1974* NAVD 88     -                                                        
 LC1974  ___________________________________________________________________
 LC1974  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 LC1974  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1974
 LC1974  HORZ ORDER  -  THIRD
 LC1974
 LC1974.The horizontal coordinates were established by classical geodetic methods
 LC1974.and adjusted by the National Geodetic Survey in October 1999..
 LC1974
 LC1974
 LC1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1974
 LC1974.The geoid height was determined by GEOID03.
 LC1974
 LC1974;                    North         East     Units Scale Factor Converg.
 LC1974;SPC IL W     -   442,685.139   749,014.543   MT  0.99997074   +0 22 39.3
 LC1974;SPC IL W     - 1,452,376.16  2,457,391.88   sFT  0.99997074   +0 22 39.3
 LC1974;UTM  16      - 4,503,486.559   281,274.077   MT  1.00018890   -1 41 10.0
 LC1974
 LC1974                          SUPERSEDED SURVEY CONTROL
 LC1974
 LC1974  NAD 83(1986)-  40 39 11.79780(N)    089 35 13.52891(W) AD(       ) 4
 LC1974  NAD 27      -  40 39 11.65600(N)    089 35 13.18200(W) AD(       ) 3
 LC1974
 LC1974.Superseded values are not recommended for survey control.
 LC1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1974.See file dsdata.txt to determine how the superseded data were derived.
 LC1974
 LC1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8127403487(NAD 83)
 LC1974_MARKER: 42 = RADIO/TV MAST
 LC1974
 LC1974  HISTORY     - Date     Condition        Report By
 LC1974  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1974  HISTORY     - 1960     GOOD             CGS
 LC1974
 LC1974                          STATION DESCRIPTION
 LC1974
 LC1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1974'THE STATION IS LOCATED IN THE NORTHWEST PART OF CREVE COEUR
 LC1974'ON STEWART STREET.
 LC1974'
 LC1974'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET (STATE
 LC1974'HIGHWAY 29) AND RUSCHE STREET IN CREVE COEUR, GO NORTH AND
 LC1974'EAST ON RUSCHE STREET FOR 0.55 MILE TO STEWART STREET, TURN
 LC1974'LEFT ON STEWART STREET FOR 0.35 MILE TO THE MAST ON THE RIGHT.
 LC1974'
 LC1974'THE POINT INTERSECTED IS THE TOP OF THE ANTENNA WHICH IS ON
 LC1974'TOP OF THE MAST.  THE MAST IS PAINTED RED AND WHITE AND IS
 LC1974'655 FEET HIGH.  IN PEORIA THIS TV STATION IS CHANNEL 19.
 LC1974
 LC1974                          STATION RECOVERY (1960)
 LC1974
 LC1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 LC1974'THE STATION WAS RECOVERED AS DESCRIBED IN QUADRANGLE BOOK
 LC1974'400894 AS STATION 1108.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0259 ***********************************************************************
 MF0259  DESIGNATION -  CRIB
 MF0259  PID         -  MF0259
 MF0259  STATE/COUNTY-  IL/LIVINGSTON
 MF0259  USGS QUAD   -  DWIGHT (1983)
 MF0259
 MF0259                         *CURRENT SURVEY CONTROL
 MF0259  ___________________________________________________________________
 MF0259* NAD 83(1997)-  41 02 42.67057(N)    088 29 22.22264(W)     ADJUSTED  
 MF0259* NAVD 88     -       208.797  (meters)     685.03   (feet)  ADJUSTED  
 MF0259  ___________________________________________________________________
 MF0259  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 MF0259  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MF0259  DYNAMIC HT  -         208.713 (meters)     684.75  (feet)  COMP
 MF0259  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 MF0259
 MF0259  HORZ ORDER  -  SECOND
 MF0259  VERT ORDER  -  SECOND    CLASS 0
 MF0259
 MF0259.The horizontal coordinates were established by classical geodetic methods
 MF0259.and adjusted by the National Geodetic Survey in October 1999..
 MF0259
 MF0259.The orthometric height was determined by differential leveling
 MF0259.and adjusted by the National Geodetic Survey in June 1991..
 MF0259
 MF0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0259
 MF0259.The geoid height was determined by GEOID03.
 MF0259
 MF0259.The dynamic height is computed by dividing the NAVD 88
 MF0259.geopotential number by the normal gravity value computed on the
 MF0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0259.degrees latitude (g = 980.6199 gals.).
 MF0259
 MF0259.The modeled gravity was interpolated from observed gravity values.
 MF0259
 MF0259;                    North         East     Units Scale Factor Converg.
 MF0259;SPC IL E     -   486,071.554   286,869.663   MT  0.99997712   -0 06 09.2
 MF0259;SPC IL E     - 1,594,719.76    941,171.55   sFT  0.99997712   -0 06 09.2
 MF0259;UTM  16      - 4,544,841.835   374,813.862   MT  0.99979288   -0 58 41.6
 MF0259
 MF0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0259!SPC IL E     -   0.99997231  x   0.99997712  =   0.99994943
 MF0259!UTM  16      -   0.99997231  x   0.99979288  =   0.99976520
 MF0259
 MF0259|---------------------------------------------------------------------|
 MF0259| PID    Reference Object                     Distance      Geod. Az  |
 MF0259|                                                           dddmmss.s |
 MF0259| MF0261 CRIB RM 1                            11.924 METERS 00404     |
 MF0259| MF1427 DWIGHT OAKDALE REFORM WOMEN TK      APPROX. 5.7 KM 0154851.7 |
 MF0259| MF0258 CRIB RM 2                            13.289 METERS 26832     |
 MF0259| MF0262 CRIB RM 3                            22.747 METERS 32001     |
 MF0259| MF0263 CRIB AZ MK                                         3584151.2 |
 MF0259| CI6862 CRIB AZ MK 2                                       3584211.2 |
 MF0259|---------------------------------------------------------------------|
 MF0259
 MF0259                          SUPERSEDED SURVEY CONTROL
 MF0259
 MF0259  NAD 83(1997)-  41 02 42.67951(N)    088 29 22.23005(W) AD(       ) 2
 MF0259  NAD 83(1986)-  41 02 42.67977(N)    088 29 22.23075(W) AD(       ) 2
 MF0259  NAD 27      -  41 02 42.56620(N)    088 29 22.02220(W) AD(       ) 2
 MF0259  NGVD 29 (??/??/92)  208.868  (m)          685.26   (f) ADJ UNCH    2 0
 MF0259
 MF0259.Superseded values are not recommended for survey control.
 MF0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0259.See file dsdata.txt to determine how the superseded data were derived.
 MF0259
 MF0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7481444842(NAD 83)
 MF0259_MARKER: DE = TRAVERSE STATION DISK
 MF0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0259_STAMPING: CRIB 1960
 MF0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0259+STABILITY: SURFACE MOTION
 MF0259
 MF0259  HISTORY     - Date     Condition        Report By
 MF0259  HISTORY     - 1960     MONUMENTED       CGS
 MF0259  HISTORY     - 1961     GOOD             NGS
 MF0259  HISTORY     - 1974     GOOD             NGS
 MF0259
 MF0259                          STATION DESCRIPTION
 MF0259
 MF0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0259'THE STATION IS LOCATED ABOUT 4-1/2 MILE SOUTHWEST OF DWIGHT,
 MF0259'3-1/2 MILES NORTHEAST OF ODELL AND ABOUT 0.2 MILE NORTHWEST
 MF0259'OF U.S. HIGHWAY 66.
 MF0259'
 MF0259'TO REACH FROM THE INTERSECTION JUST WEST OF ODELL, GO NORTHEAST
 MF0259'ON U.S. HIGHWAY 66 FOR 2.8 MILES TO A CROSSROAD.  CONTINUE
 MF0259'NORTHEAST ON HIGHWAY 66 FOR 0.6 MILE TO A SIDE ROAD LEFT,
 MF0259'TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.25 MILE TO TWO
 MF0259'CORN CRIBS ON THE LEFT AND THE STATION ON THE RIGHT.
 MF0259'
 MF0259'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12
 MF0259'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MF0259'OF THE GROUND AND IS STAMPED CRIB 1960.  THE MARK IS 44.5
 MF0259'FEET EAST OF THE NORTHEAST CORNER OF CORN CRIB, 19.5 FEET EAST
 MF0259'OF THE CENTER OF ROAD, 40.5 FEET SOUTH OF A TELEPHONE POLE AND
 MF0259'4 FEET SOUTH OF A WITNESS POST.
 MF0259'
 MF0259'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 MF0259'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MF0259'OF THE GROUND AND IS STAMPED CRIB NO 1 1960.  THE MARK IS 61
 MF0259'FEET NORTHEAST OF NORTHEAST CORNER OF CORN CRIB, 22 FEET EAST
 MF0259'OF THE CENTER OF ROAD, 18 FEET SOUTHWEST OF A TELEPHONE POLE
 MF0259'AND 1 FOOT WEST OF A FENCE.
 MF0259'
 MF0259'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 MF0259'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 MF0259'SURFACE OF THE GROUND AND IS STAMPED CRIB NO 2 1960.  THE
 MF0259'MARK IS 39 FEET NORTH OF THE SOUTHEAST CORNER OF THE CORN
 MF0259'CRIB, 24 FEET WEST OF THE CENTER OF ROAD, 2 FEET SOUTHEAST OF
 MF0259'THE NORTHEAST CORNER OF CORN CRIB AND 1 FOOT EAST OF THE EAST
 MF0259'SIDE OF CORN CRIB.
 MF0259'
 MF0259'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 MF0259'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 MF0259'THE GROUND AND IS STAMPED CRIB 1960.  THE MARK IS 44 FEET
 MF0259'SOUTHWEST OF THE ROAD INTERSECTION, 37 FEET SOUTH OF THE
 MF0259'CENTER OF ROAD, 22 FEET WEST OF THE CENTER OF A ROAD, 3 FEET
 MF0259'EAST OF A FENCE AND 2 FEET SOUTHEAST OF A WITNESS POST.
 MF0259'
 MF0259'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH FOR 0.3 MILE
 MF0259'TO CROSSROADS AND THE MARK IN THE SOUTHWEST ANGLE OF THE ROADS.
 MF0259'
 MF0259'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 MF0259
 MF0259                          STATION RECOVERY (1961)
 MF0259
 MF0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0259'3.9 MI NE FROM ODELL.
 MF0259'ABOUT 0.35 MILE WEST ALONG WEST HAMILTON STREET FROM THE GULF
 MF0259'MOBILE AND OHIO RAILROAD STATION IN ODELL, THENCE 3.3 MILES
 MF0259'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 0.25 MILE NORTH ALONG
 MF0259'A GRAVELED ROAD, AT BARN AND CORN CRIB WEST OF ROAD, 18.5
 MF0259'FEET EAST OF CENTERLINE OF ROAD, 4.5 FEET WEST OF FENCE, 105
 MF0259'FEET NORTH OF EXTENDED CENTERLINE OF DRIVEWAY TO FARM BUILDINGS,
 MF0259'54 FEET EAST OF THE NORTHEAST CORNER OF CORN CRIB, 4.1 FEET
 MF0259'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 MF0259'SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 MF0259
 MF0259                          STATION RECOVERY (1974)
 MF0259
 MF0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MF0259'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND
 MF0259'IN GOOD CONDITION.  REFERENCE MARK NO 1 AND THE STATION MARK
 MF0259'WERE FOUND DESTROYED BY GRADING.  THE AZIMUTH MARK WAS FOUND
 MF0259'DISTURBED ALSO BY ROAD WORK.  A NEW SURFACE STATION MARK,
 MF0259'REFERENCE MARK NO 3 AND 1974 AZIMUTH MARK WERE SET.  THE DISTANCE
 MF0259'TO REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 MF0259'
 MF0259'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66
 MF0259'AND FREMONT STREET AT THE EXTREME WEST EDGE OF ODELL, GO
 MF0259'NORTHEAST ON U.S. HIGHWAY 66 FOR 3.4 MILES TO A ROAD LEFT.
 MF0259'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 MF0259'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE
 MF0259'NORTH ON GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 MF0259'
 MF0259'THE STATION MARK IS A STANDARD DISK STAMPED CRIB 1960 1974,
 MF0259'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH
 MF0259'WITH THE SURFACE.  IT IS 60 FEET NORTHEAST OF SOUTHEAST CORNER
 MF0259'OF METAL CORN CRIB, 44 FEET EAST OF NORTHEAST CORNER OF THE
 MF0259'METAL CRIB, 95 FEET NORTH OF THE CENTER-LINE OF FARM DRIVEWAY
 MF0259'BETWEEN TWO TREES AND 16 FEET EAST OF CENTERLINE OF GRAVELED
 MF0259'ROAD.
 MF0259'
 MF0259'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED CRIB NO 2 1960,
 MF0259'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MF0259'WITH THE SURFACE.  IT IS 95 FEET NORTH OF THE CENTER-LINE OF
 MF0259'FARM ROAD, 39 FEET NORTH OF THE SOUTHEAST CORNER OF THE METAL
 MF0259'CRIB, 28 FEET WEST OF THE CENTER-LINE OF GRAVELED ROAD AND 2
 MF0259'FEET WEST OF NORTHEAST CORNER OF THE CRIB.
 MF0259'
 MF0259'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED CRIB NO 3 1960
 MF0259'1974, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 MF0259'CONCRETE BASE OF WATER PUMP.  IT IS 153 FEET NORTH OF THE
 MF0259'CENTER-LINE OF THE FARM DRIVEWAY, 57 FEET NORTH OF THE NORTHEAST
 MF0259'CORNER OF CRIB AND 32 FEET WEST OF THE CENTERLINE OF THE
 MF0259'GRAVELED ROAD.
 MF0259'
 MF0259'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRIB 1960 1974,
 MF0259'SET IN THE TOP OF A SQUARE 10-INCH CONCRETE MONUMENT THAT
 MF0259'PROJECTS 4 INCHES.  IT IS 36 FEET SOUTH OF THE CENTER-LINE
 MF0259'OF A GRAVELED ROAD, 23 FEET WEST OF A GRAVELED ROAD, 3 FEET
 MF0259'SOUTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTHEAST OF A
 MF0259'POWER LINE POLE.
 MF0259'
 MF0259'R.M. 2 TO R.M. 3 58.49 FT. 17.829 M.
 MF0259'
 MF0259'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 MF0259'NORTHEAST OF ODELL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0263 ***********************************************************************
 MF0263  DESIGNATION -  CRIB AZ MK
 MF0263  PID         -  MF0263
 MF0263  STATE/COUNTY-  IL/LIVINGSTON
 MF0263  USGS QUAD   -  DWIGHT (1983)
 MF0263
 MF0263                         *CURRENT SURVEY CONTROL
 MF0263  ___________________________________________________________________
 MF0263* NAD 83(1986)-  41 02 58.     (N)    088 29 21.     (W)     SCALED    
 MF0263* NAVD 88     -       207.085  (meters)     679.41   (feet)  ADJUSTED  
 MF0263  ___________________________________________________________________
 MF0263  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MF0263  DYNAMIC HT  -         207.001 (meters)     679.14  (feet)  COMP
 MF0263  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 MF0263
 MF0263  VERT ORDER  -  SECOND    CLASS 0
 MF0263
 MF0263.The horizontal coordinates were scaled from a topographic map and have
 MF0263.an estimated accuracy of +/- 6 seconds.
 MF0263
 MF0263.The orthometric height was determined by differential leveling
 MF0263.and adjusted by the National Geodetic Survey in June 1991..
 MF0263
 MF0263.The geoid height was determined by GEOID03.
 MF0263
 MF0263.The dynamic height is computed by dividing the NAVD 88
 MF0263.geopotential number by the normal gravity value computed on the
 MF0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0263.degrees latitude (g = 980.6199 gals.).
 MF0263
 MF0263.The modeled gravity was interpolated from observed gravity values.
 MF0263
 MF0263;                    North         East    Units  Estimated Accuracy
 MF0263;SPC IL E     -   486,540.      286,900.      MT  (+/- 180 meters Scaled)
 MF0263
 MF0263                          SUPERSEDED SURVEY CONTROL
 MF0263
 MF0263  NGVD 29 (??/??/92)  207.155  (m)          679.64   (f) ADJ UNCH    2 0
 MF0263
 MF0263.Superseded values are not recommended for survey control.
 MF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0263.See file dsdata.txt to determine how the superseded data were derived.
 MF0263
 MF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL748453(NAD 83)
 MF0263_MARKER: DZ = AZIMUTH MARK DISK
 MF0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0263_STAMPING: CRIB 1960
 MF0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0263+STABILITY: SURFACE MOTION
 MF0263
 MF0263  HISTORY     - Date     Condition        Report By
 MF0263  HISTORY     - 1960     MONUMENTED       CGS
 MF0263  HISTORY     - 1961     GOOD             NGS
 MF0263  HISTORY     - 1979     POOR             USGS
 MF0263
 MF0263                          STATION DESCRIPTION
 MF0263
 MF0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0263'4.2 MI NE FROM ODELL.
 MF0263'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE
 MF0263'GULF, MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 3.3
 MF0263'MILES NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 0.55 MILES
 MF0263'NORTH ALONG A DIRT ROAD AT THE JUNCTION OF A GRAVEL ROAD EAST
 MF0263'AND A DIRT ROAD WEST, 21 FEET WEST OF THE CENTER LINE OF THE
 MF0263'DIRT ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD,
 MF0263'41 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 3.5 FEET
 MF0263'EAST OF THE FENCE, 2 FEET SOUTHEAST OF A POWER POLE, 2.6 FEET
 MF0263'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 MF0263'LEVEL OF THE DIRT ROAD AND SET IN THE TOP OF A CONCRETE POST
 MF0263'FLUSH WITH THE GROUND.
 MF0263
 MF0263                          STATION RECOVERY (1979)
 MF0263
 MF0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0263'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3256 ***********************************************************************
 ME3256  DESIGNATION -  CRIB LIGHT 1 C
 ME3256  PID         -  ME3256
 ME3256  STATE/COUNTY-  IL/COOK
 ME3256  USGS QUAD   -  JACKSON PARK (1993)
 ME3256
 ME3256                         *CURRENT SURVEY CONTROL
 ME3256  ___________________________________________________________________
 ME3256* NAD 83(1997)-  41 54 52.48796(N)    087 37 12.74692(W)     ADJUSTED  
 ME3256* NAVD 88     -                                                        
 ME3256  ___________________________________________________________________
 ME3256  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 ME3256  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME3256
 ME3256  HORZ ORDER  -  THIRD
 ME3256
 ME3256.The horizontal coordinates were established by classical geodetic methods
 ME3256.and adjusted by the National Geodetic Survey in October 1999..
 ME3256
 ME3256
 ME3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3256
 ME3256.The geoid height was determined by GEOID03.
 ME3256
 ME3256;                    North         East     Units Scale Factor Converg.
 ME3256;SPC IL E     -   582,860.987   359,160.660   MT  1.00001805   +0 28 35.0
 ME3256;SPC IL E     - 1,912,269.75  1,178,346.27   sFT  1.00001805   +0 28 35.0
 ME3256;UTM  16      - 4,640,478.172   448,567.145   MT  0.99963255   -0 24 51.6
 ME3256
 ME3256                          SUPERSEDED SURVEY CONTROL
 ME3256
 ME3256  NAD 83(1997)-  41 54 52.48817(N)    087 37 12.74738(W) AD(       ) 4
 ME3256  NAD 83(1997)-  41 54 52.49246(N)    087 37 12.76001(W) AD(       ) 4
 ME3256  NAD 83(1986)-  41 54 52.49275(N)    087 37 12.75862(W) AD(       ) 4
 ME3256
 ME3256.Superseded values are not recommended for survey control.
 ME3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3256.See file dsdata.txt to determine how the superseded data were derived.
 ME3256
 ME3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4856740478(NAD 83)
 ME3256_MARKER: 14 = NAVIGATION LIGHT
 ME3256
 ME3256  HISTORY     - Date     Condition        Report By
 ME3256  HISTORY     - 1983     FIRST OBSERVED   IL1670
 ME3256  HISTORY     - 19941013 GOOD             USPSQD
 ME3256
 ME3256                          STATION DESCRIPTION
 ME3256
 ME3256'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3256'LOCATED ALONG THE WEST EDGE OF LAKE MICHIGAN, JUST EAST OF THE
 ME3256'SHORE AT NORTH AVENUE BEACH IN DOWNTOWN CHICAGO, AND EAST NORTHEAST
 ME3256'OF LASALLE AND LAKE SHORE DRIVE INTERSECTRION.
 ME3256'
 ME3256'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3256'
 ME3256'STATION IS A NAVIGATION LIGHT, JUST OFF SHORE FROM NORTH AVENUE
 ME3256'BEACH.
 ME3256'
 ME3256'DESCRIBED BY CITY OF CHICAGO.
 ME3256
 ME3256                          STATION RECOVERY (1994)
 ME3256
 ME3256'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME3256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3257 ***********************************************************************
 ME3257  DESIGNATION -  CRIB LIGHT 2 C
 ME3257  PID         -  ME3257
 ME3257  STATE/COUNTY-  IL/COOK
 ME3257  USGS QUAD   -  JACKSON PARK (1993)
 ME3257
 ME3257                         *CURRENT SURVEY CONTROL
 ME3257  ___________________________________________________________________
 ME3257* NAD 83(1997)-  41 54 10.68164(N)    087 36 27.09715(W)     ADJUSTED  
 ME3257* NAVD 88     -                                                        
 ME3257  ___________________________________________________________________
 ME3257  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 ME3257  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME3257
 ME3257  HORZ ORDER  -  THIRD
 ME3257
 ME3257.The horizontal coordinates were established by classical geodetic methods
 ME3257.and adjusted by the National Geodetic Survey in October 1999..
 ME3257
 ME3257
 ME3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3257
 ME3257.The geoid height was determined by GEOID03.
 ME3257
 ME3257;                    North         East     Units Scale Factor Converg.
 ME3257;SPC IL E     -   581,579.974   360,223.549   MT  1.00001961   +0 29 05.1
 ME3257;SPC IL E     - 1,908,066.96  1,181,833.43   sFT  1.00001961   +0 29 05.1
 ME3257;UTM  16      - 4,639,181.294   449,609.591   MT  0.99963124   -0 24 20.7
 ME3257
 ME3257                          SUPERSEDED SURVEY CONTROL
 ME3257
 ME3257  NAD 83(1997)-  41 54 10.68185(N)    087 36 27.09759(W) AD(       ) 4
 ME3257  NAD 83(1997)-  41 54 10.68633(N)    087 36 27.10995(W) AD(       ) 4
 ME3257  NAD 83(1986)-  41 54 10.68646(N)    087 36 27.10859(W) AD(       ) 4
 ME3257
 ME3257.Superseded values are not recommended for survey control.
 ME3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3257.See file dsdata.txt to determine how the superseded data were derived.
 ME3257
 ME3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4961039181(NAD 83)
 ME3257_MARKER: 14 = NAVIGATION LIGHT
 ME3257
 ME3257  HISTORY     - Date     Condition        Report By
 ME3257  HISTORY     - 1983     FIRST OBSERVED   IL1670
 ME3257  HISTORY     - 19941013 GOOD             USPSQD
 ME3257
 ME3257                          STATION DESCRIPTION
 ME3257
 ME3257'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3257'STATION IS LOCATED ALONG WEST EDGE OF LAKE MICHIGAN, ABOUT DUE EAST
 ME3257'OF THE INTERSECTION OF ELM STREET AND LAKE SHORE DRIVE AT THE
 ME3257'NORTHWEST END OF A BREAKWATER AND NORTH OF THE WATER FILTRATION
 ME3257'PLANT, AT OUTER HARBOR.
 ME3257'
 ME3257'TO REACH SEE THE ABOVE PARAGRAPH.
 ME3257'
 ME3257'STATION IS A NAVIGATION LIGHT AT THE NORTHWEST END OF A BREAKWATER.
 ME3257'
 ME3257'DESCRIBED BY CITY OF CHICAGO.
 ME3257
 ME3257                          STATION RECOVERY (1994)
 ME3257
 ME3257'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME3257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0260 ***********************************************************************
 MF0260  DESIGNATION -  CRIB RESET 1974
 MF0260  PID         -  MF0260
 MF0260  STATE/COUNTY-  IL/LIVINGSTON
 MF0260  USGS QUAD   -  DWIGHT (1983)
 MF0260
 MF0260                         *CURRENT SURVEY CONTROL
 MF0260  ___________________________________________________________________
 MF0260* NAD 83(1986)-  41 02 41.     (N)    088 29 20.     (W)     SCALED    
 MF0260* NAVD 88     -       208.69   (meters)     684.7    (feet)  RESET     
 MF0260  ___________________________________________________________________
 MF0260  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MF0260
 MF0260  VERT ORDER  -  THIRD
 MF0260
 MF0260.The horizontal coordinates were scaled from a topographic map and have
 MF0260.an estimated accuracy of +/- 6 seconds.
 MF0260
 MF0260.The orthometric height was computed from unverified reset data.
 MF0260.No vertical observational check was made to the station.
 MF0260
 MF0260.The geoid height was determined by GEOID03.
 MF0260
 MF0260;                    North         East    Units  Estimated Accuracy
 MF0260;SPC IL E     -   486,020.      286,920.      MT  (+/- 180 meters Scaled)
 MF0260
 MF0260                          SUPERSEDED SURVEY CONTROL
 MF0260
 MF0260  NGVD 29 (03/28/06)  208.76   (m)          684.9    (f) RESET       3  
 MF0260
 MF0260.Superseded values are not recommended for survey control.
 MF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0260.See file dsdata.txt to determine how the superseded data were derived.
 MF0260
 MF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL748447(NAD 83)
 MF0260_MARKER: DE = TRAVERSE STATION DISK
 MF0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0260_STAMPING: CRIB 1960 1974
 MF0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0260+STABILITY: SURFACE MOTION
 MF0260
 MF0260  HISTORY     - Date     Condition        Report By
 MF0260  HISTORY     - 1974     MONUMENTED       NGS
 MF0260  HISTORY     - 1979     POOR             USGS
 MF0260
 MF0260                          STATION DESCRIPTION
 MF0260
 MF0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MF0260'3.5 MI NE FROM ODELL.
 MF0260'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION
 MF0260'OF FREMONT STREET TO A ROAD LEFT, THENCE NORTH ON GRAVELED
 MF0260'ROAD FOR 0.25 MILE AND MARK ON THE RIGHT.  60 FEET NORTHEAST
 MF0260'OF SOUTHEAST CORNER OF A METAL CORN CRIB, 44 FEET EAST OF
 MF0260'NORTHEAST CORNER OF THE CORN CRIB, 95 FEET NORTH OF THE
 MF0260'CENTER-LINE OF A FARM DRIVEWAY AND 16 FEET EAST OF THE CENTER-LINE
 MF0260'OF GRAVELED ROAD.  SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MF0260'POST FLUSH WITH THE GROUND SURFACE.
 MF0260
 MF0260                          STATION RECOVERY (1979)
 MF0260
 MF0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0260'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0258 ***********************************************************************
 MF0258  DESIGNATION -  CRIB RM 2
 MF0258  PID         -  MF0258
 MF0258  STATE/COUNTY-  IL/LIVINGSTON
 MF0258  USGS QUAD   -  DWIGHT (1983)
 MF0258
 MF0258                         *CURRENT SURVEY CONTROL
 MF0258  ___________________________________________________________________
 MF0258* NAD 83(1986)-  41 02 42.     (N)    088 29 22.     (W)     SCALED    
 MF0258* NAVD 88     -       209.062  (meters)     685.90   (feet)  ADJUSTED  
 MF0258  ___________________________________________________________________
 MF0258  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MF0258  DYNAMIC HT  -         208.978 (meters)     685.62  (feet)  COMP
 MF0258  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 MF0258
 MF0258  VERT ORDER  -  SECOND    CLASS 0
 MF0258
 MF0258.The horizontal coordinates were scaled from a topographic map and have
 MF0258.an estimated accuracy of +/- 6 seconds.
 MF0258
 MF0258.The orthometric height was determined by differential leveling
 MF0258.and adjusted by the National Geodetic Survey in June 1991..
 MF0258
 MF0258.The geoid height was determined by GEOID03.
 MF0258
 MF0258.The dynamic height is computed by dividing the NAVD 88
 MF0258.geopotential number by the normal gravity value computed on the
 MF0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0258.degrees latitude (g = 980.6199 gals.).
 MF0258
 MF0258.The modeled gravity was interpolated from observed gravity values.
 MF0258
 MF0258;                    North         East    Units  Estimated Accuracy
 MF0258;SPC IL E     -   486,050.      286,880.      MT  (+/- 180 meters Scaled)
 MF0258
 MF0258                          SUPERSEDED SURVEY CONTROL
 MF0258
 MF0258  NGVD 29 (??/??/92)  209.132  (m)          686.13   (f) ADJ UNCH    2 0
 MF0258
 MF0258.Superseded values are not recommended for survey control.
 MF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0258.See file dsdata.txt to determine how the superseded data were derived.
 MF0258
 MF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL748448(NAD 83)
 MF0258_MARKER: DR = REFERENCE MARK DISK
 MF0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0258_STAMPING: CRIB NO 2 1960
 MF0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0258+STABILITY: SURFACE MOTION
 MF0258
 MF0258  HISTORY     - Date     Condition        Report By
 MF0258  HISTORY     - 1960     MONUMENTED       CGS
 MF0258  HISTORY     - 1961     GOOD             NGS
 MF0258
 MF0258                          STATION DESCRIPTION
 MF0258
 MF0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0258'3.9 MI NE FROM ODELL.
 MF0258'ABOUT 0.35 MILE WEST ALONG WEST HAMILTON STREET FROM THE GULF
 MF0258'MOBILE AND OHIO RAILROAD STATION IN ODELL, THENCE 3.3 MILES
 MF0258'NORTHEAST ALONG U.S. HIGHWAY 66, THENCE 0.25 MILE NORTH ALONG
 MF0258'A GRAVELED ROAD, AT BARN AND CORN CRIB WEST OF ROAD, 27.5
 MF0258'FEET WEST OF CENTERLINE OF ROAD, 1 FOOT EAST OF FENCE, 105
 MF0258'FEET NORTH OF CENTERLINE OF FARM DRIVEWAY, 1.7 FEET SOUTHEAST
 MF0258'OF THE NORTHEAST CORNER OF THE CORN CRIB, 43.7 FEET WEST OF
 MF0258'TRAVERSE STATION CRIB, 47.6 FEET WEST OF A METAL WITNESS POST,
 MF0258'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 MF0258'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0262 ***********************************************************************
 MF0262  DESIGNATION -  CRIB RM 3
 MF0262  PID         -  MF0262
 MF0262  STATE/COUNTY-  IL/LIVINGSTON
 MF0262  USGS QUAD   -  DWIGHT (1983)
 MF0262
 MF0262                         *CURRENT SURVEY CONTROL
 MF0262  ___________________________________________________________________
 MF0262* NAD 83(1986)-  41 02 42.     (N)    088 29 22.     (W)     SCALED    
 MF0262* NAVD 88     -       208.91   (meters)     685.4    (feet)  RESET     
 MF0262  ___________________________________________________________________
 MF0262  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MF0262
 MF0262  VERT ORDER  -  THIRD
 MF0262
 MF0262.The horizontal coordinates were scaled from a topographic map and have
 MF0262.an estimated accuracy of +/- 6 seconds.
 MF0262
 MF0262.The orthometric height was computed from unverified reset data.
 MF0262.No vertical observational check was made to the station.
 MF0262
 MF0262.The geoid height was determined by GEOID03.
 MF0262
 MF0262;                    North         East    Units  Estimated Accuracy
 MF0262;SPC IL E     -   486,050.      286,880.      MT  (+/- 180 meters Scaled)
 MF0262
 MF0262                          SUPERSEDED SURVEY CONTROL
 MF0262
 MF0262  NGVD 29 (03/28/06)  208.99   (m)          685.7    (f) RESET       3  
 MF0262
 MF0262.Superseded values are not recommended for survey control.
 MF0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0262.See file dsdata.txt to determine how the superseded data were derived.
 MF0262
 MF0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL748448(NAD 83)
 MF0262_MARKER: DR = REFERENCE MARK DISK
 MF0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0262_SP_SET: WATER PUMP CONCRETE BASE
 MF0262_STAMPING: CRIB NO 3 1960 1974
 MF0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0262
 MF0262  HISTORY     - Date     Condition        Report By
 MF0262  HISTORY     - 1974     MONUMENTED       NGS
 MF0262
 MF0262                          STATION DESCRIPTION
 MF0262
 MF0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MF0262'3.5 MI NE FROM ODELL.
 MF0262'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE INTERSECTION
 MF0262'OF FREMONT STREET TO A ROAD LEFT, THENCE NORTH ON A GRAVELED
 MF0262'ROAD FOR 0.25 MILE AND MARK ON THE LEFT.  153 FEET NORTH OF
 MF0262'THE CENTERLINE OF THE FARM DRIVEWAY, 57 FEET NORTH OF THE
 MF0262'NORTHEAST CORNER OF A METAL CORN CRIB AND 32 FEET WEST OF THE
 MF0262'CENTER-LINE OF THE GRAVELED ROAD.  SET IN A DRILL HOLE IN THE
 MF0262'NORTHEAST CORNER OF A CONCRETE BASE OF A WATER PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1699 ***********************************************************************
 JB1699  DESIGNATION -  CROOK
 JB1699  PID         -  JB1699
 JB1699  STATE/COUNTY-  IL/HAMILTON
 JB1699  USGS QUAD   -  THACKERAY (1974)
 JB1699
 JB1699                         *CURRENT SURVEY CONTROL
 JB1699  ___________________________________________________________________
 JB1699* NAD 83(1997)-  38 06 01.99643(N)    088 25 41.39109(W)     ADJUSTED  
 JB1699* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 JB1699  ___________________________________________________________________
 JB1699  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 JB1699  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 JB1699
 JB1699  HORZ ORDER  -  SECOND
 JB1699
 JB1699.The horizontal coordinates were established by classical geodetic methods
 JB1699.and adjusted by the National Geodetic Survey in October 1999..
 JB1699
 JB1699.The orthometric height was scaled from a topographic map.
 JB1699
 JB1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1699
 JB1699.The geoid height was determined by GEOID03.
 JB1699
 JB1699;                    North         East     Units Scale Factor Converg.
 JB1699;SPC IL E     -   159,140.119   291,682.365   MT  0.99997585   -0 03 30.7
 JB1699;SPC IL E     -   522,112.21    956,961.23   sFT  0.99997585   -0 03 30.7
 JB1699;UTM  16      - 4,217,934.946   374,779.281   MT  0.99979312   -0 52 52.9
 JB1699
 JB1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1699!SPC IL E     -   0.99997824  x   0.99997585  =   0.99995409
 JB1699!UTM  16      -   0.99997824  x   0.99979312  =   0.99977137
 JB1699
 JB1699|---------------------------------------------------------------------|
 JB1699| PID    Reference Object                     Distance      Geod. Az  |
 JB1699|                                                           dddmmss.s |
 JB1699| CI4185 CROOK RM 1                           25.268 METERS 03157     |
 JB1699| JB1694 ENFIELD MUNICIPAL TANK              APPROX. 8.0 KM 0910931.4 |
 JB1699| CI4186 CROOK RM 2                           33.479 METERS 12841     |
 JB1699| CI4184 CROOK AZ MK                                        1773454.0 |
 JB1699| JB1736 MC LEANSBORO RAD KSS 692 MAST       APPROX. 8.0 KM 2602040.3 |
 JB1699| JB1737 MC LEANSBORO E MUNICIPAL TANK       APPROX. 9.9 KM 2661530.5 |
 JB1699|---------------------------------------------------------------------|
 JB1699
 JB1699                          SUPERSEDED SURVEY CONTROL
 JB1699
 JB1699  NAD 83(1997)-  38 06 02.00269(N)    088 25 41.39059(W) AD(       ) 2
 JB1699  NAD 83(1997)-  38 06 02.00553(N)    088 25 41.39175(W) AD(       ) 2
 JB1699  NAD 83(1986)-  38 06 02.00860(N)    088 25 41.39298(W) AD(       ) 2
 JB1699  NAD 27      -  38 06 01.83710(N)    088 25 41.21607(W) AD(       ) 2
 JB1699
 JB1699.Superseded values are not recommended for survey control.
 JB1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1699.See file dsdata.txt to determine how the superseded data were derived.
 JB1699
 JB1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7477917935(NAD 83)
 JB1699_MARKER: DS = TRIANGULATION STATION DISK
 JB1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1699+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 JB1699
 JB1699  HISTORY     - Date     Condition        Report By
 JB1699  HISTORY     - 1961     MONUMENTED       CGS
 JB1699  HISTORY     - 20060726 GOOD             ILDT
 JB1699
 JB1699                          STATION DESCRIPTION
 JB1699
 JB1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1699'THE STATION IS ABOUT 5 MILES WEST OF ENFIELD, ABOUT 6 MILES EAST OF
 JB1699'MCLEANSBORO, ON
 JB1699'THE PROPERTY OF MR LEON WHITLOW AND IS IN THE
 JB1699'SOUTHEAST 0.25 OF SECTION 9, T 5
 JB1699'S, R 7 E.  IT IS 123 FEET WEST OF
 JB1699'THE SOUTHWEST CORNER OF A FRAME HOUSE, 68 FEET WEST
 JB1699'OF THE CENTERLINE
 JB1699'OF A GRAVELED ROAD, 46 FEET WEST OF A T-FENCE CORNER, 44 FEET WEST OF
 JB1699'A WIRE FENCE, 16
 JB1699'FEET NORTHEAST OF A WITNESS POST AND 14 FEET NORTH
 JB1699'OF A WIRE FENCE.  THE MONUMENT IS
 JB1699'16 INCHES UNDERGROUND AND THE DISK
 JB1699'IS STAMPED CROOK 1961.
 JB1699'
 JB1699'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 45 AND 460, ABOUT 1 MILE
 JB1699'SOUTH OF ENFIELD, GO WEST
 JB1699'ON HIGHWAY 460 FOR 5 MILES TO A CROSSROAD.  TURN
 JB1699'RIGHT AND GO NORTH ON A GRAVELED
 JB1699'ROAD FOR 0.95 MILE TO THE AZIMUTH
 JB1699'MARK ON THE RIGHT AT A FIELD ENTRANCE ON THE RIGHT.
 JB1699'CONTINUE NORTH
 JB1699'ON THE GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 JB1699'
 JB1699'REFERENCE MARK 1 IS 81 FEET NORTH OF THE T-FENCE CORNER, 24 FEET WEST
 JB1699'OF THE CENTERLINE OF THE
 JB1699'GRAVELED ROAD, 8 FEET NORTHWEST OF A 12 INCH CEDAR
 JB1699'TREE AND 6 INCHES WEST OF THE WIRE
 JB1699'FENCE.  THE MONUMENT PROJECTS 5
 JB1699'INCHES AND THE DISK IS STAMPED CROOK NO 1 1961.
 JB1699'
 JB1699'REFERENCE MARK 2 IS 85 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JB1699'FRAME HOUSE, 21 FEET
 JB1699'NORTH OF A POWER POLE WITH A TRANSFORMER AND 19 FEET
 JB1699'EAST OF THE CENTERLINE OF THE
 JB1699'GRAVELED ROAD.  THE MONUMENT PROJECTS 4
 JB1699'INCHES AND THE DISK IS STAMPED CROOK NO 2 1961.
 JB1699'
 JB1699'THE AZIMUTH MARK IS 40 FEET SOUTH OF A POWER POLE, 20 FEET EAST OF
 JB1699'THE OF A GRAVELED
 JB1699'ROAD, 19 FEET SOUTH OF THE CENTERLINE OF A FIELD
 JB1699'ENTRANCE, 2 FEET NORTH OF A
 JB1699'WITNESS POST AND 1 FOOT WEST OF A WIRE
 JB1699'FENCE.  THE MONUMENT PROJECTS 6 INCHES AND THE
 JB1699'DISK IS STAMPED CROOK 1961.
 JB1699'
 JB1699'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1699
 JB1699                          STATION RECOVERY (2006)
 JB1699
 JB1699'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JB1699'MON. WAS FOUND BY MEASUREMENT FROM RM1 AND RM2. MONUMENT IS BURIED 18
 JB1699'INCHES =/-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1364 ***********************************************************************
 KA1364  DESIGNATION -  CROOKED
 KA1364  PID         -  KA1364
 KA1364  STATE/COUNTY-  IL/CLARK
 KA1364  USGS QUAD   -  DENNISON (1972)
 KA1364
 KA1364                         *CURRENT SURVEY CONTROL
 KA1364  ___________________________________________________________________
 KA1364* NAD 83(1997)-  39 25 14.76203(N)    087 35 27.37157(W)     ADJUSTED  
 KA1364* NAVD 88     -       172.044  (meters)     564.45   (feet)  ADJUSTED  
 KA1364  ___________________________________________________________________
 KA1364  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 KA1364  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KA1364  DYNAMIC HT  -         171.947 (meters)     564.13  (feet)  COMP
 KA1364  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 KA1364
 KA1364  HORZ ORDER  -  SECOND
 KA1364  VERT ORDER  -  SECOND    CLASS 0
 KA1364
 KA1364.The horizontal coordinates were established by classical geodetic methods
 KA1364.and adjusted by the National Geodetic Survey in October 1999..
 KA1364
 KA1364.The orthometric height was determined by differential leveling
 KA1364.and adjusted by the National Geodetic Survey in June 1991..
 KA1364
 KA1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1364
 KA1364.The geoid height was determined by GEOID03.
 KA1364
 KA1364.The dynamic height is computed by dividing the NAVD 88
 KA1364.geopotential number by the normal gravity value computed on the
 KA1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1364.degrees latitude (g = 980.6199 gals.).
 KA1364
 KA1364.The modeled gravity was interpolated from observed gravity values.
 KA1364
 KA1364;                    North         East     Units Scale Factor Converg.
 KA1364;SPC IL E     -   305,953.247   363,927.279   MT  1.00002530   +0 28 17.2
 KA1364;SPC IL E     - 1,003,781.61  1,193,984.75   sFT  1.00002530   +0 28 17.2
 KA1364;UTM  16      - 4,363,637.838   449,134.043   MT  0.99963186   -0 22 30.9
 KA1364
 KA1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1364!SPC IL E     -   0.99997808  x   1.00002530  =   1.00000338
 KA1364!UTM  16      -   0.99997808  x   0.99963186  =   0.99960995
 KA1364
 KA1364|---------------------------------------------------------------------|
 KA1364| PID    Reference Object                     Distance      Geod. Az  |
 KA1364|                                                           dddmmss.s |
 KA1364| KA1363 CROOKED RM 1                          8.820 METERS 06053     |
 KA1364| KA1366 CROOKED AZ MK                                      2394936.8 |
 KA1364| KA1365 CROOKED RM 2                          5.364 METERS 25553     |
 KA1364|---------------------------------------------------------------------|
 KA1364
 KA1364                          SUPERSEDED SURVEY CONTROL
 KA1364
 KA1364  NAD 83(1997)-  39 25 14.76197(N)    087 35 27.37138(W) AD(       ) 2
 KA1364  NAD 83(1986)-  39 25 14.76970(N)    087 35 27.36397(W) AD(       ) 2
 KA1364  NAD 27      -  39 25 14.64070(N)    087 35 27.27430(W) AD(       ) 2
 KA1364  NGVD 29 (??/??/92)  172.136  (m)          564.75   (f) ADJ UNCH    2 0
 KA1364
 KA1364.Superseded values are not recommended for survey control.
 KA1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1364.See file dsdata.txt to determine how the superseded data were derived.
 KA1364
 KA1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4913463638(NAD 83)
 KA1364_MARKER: DS = TRIANGULATION STATION DISK
 KA1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1364_STAMPING: CROOKED 1959
 KA1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1364+STABILITY: SURFACE MOTION
 KA1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1364+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KA1364
 KA1364  HISTORY     - Date     Condition        Report By
 KA1364  HISTORY     - 1959     MONUMENTED       CGS
 KA1364  HISTORY     - 1960     GOOD             NGS
 KA1364  HISTORY     - 1967     GOOD             CGS
 KA1364  HISTORY     - 1967     GOOD             NGS
 KA1364  HISTORY     - 19971019 GOOD             USPSQD
 KA1364  HISTORY     - 20050209 GOOD             ILDT
 KA1364
 KA1364                          STATION DESCRIPTION
 KA1364
 KA1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1364'STATION IS LOCATED ABOUT 6.0 MILES EAST-NORTHEAST OF MARSHALL, 3.0
 KA1364'MILES WEST OF ILLINOIS-INDIANA LINE AND ON RIGHT-OF-WAY
 KA1364'NORTH OF U.S. HIGHWAY 40.
 KA1364'
 KA1364'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 1 IN
 KA1364'THE NORTH EDGE OF MARSHALL, GO EASTERLY ON U.S.  HIGHWAY 40 FOR
 KA1364'4.2 MILES TO TRUCK WEIGHING STATION ON LEFT, CONTINUE EASTERLY 1.2
 KA1364'MILES TO CROSSROAD AND SIGN DENNISON 3, CONTINUE EASTERLY FOR 0.35
 KA1364'MILE TO SIDEROAD RIGHT AT ARMSTRONG METHODIST CHURCH AND DRIVEWAY
 KA1364'LEADING TO FARM BUILDING ON LEFT,AND GO ABOUT 75 YARDS TO
 KA1364'GATE AND STATION ON RIGHT AS DESCRIBED.
 KA1364'
 KA1364'STATION MARK, A STANDARD STATION MARK DISK STAMPED CROOKED 1959, IS
 KA1364'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 KA1364'ABOUT 3 INCHES. THE MARK IS 28 FEET EAST OF DRIVEWAY, 4.3 FEET NORTH
 KA1364'OF POWER POLE AND 3.6 FEET SOUTH OF WITNESS POST AND FENCE LINE.
 KA1364'
 KA1364'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED
 KA1364'CROOKED NO 1 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KA1364'POST WHICH PROJECTS ABOUT 3 INCHES. THE MARK IS 29 FEET
 KA1364'EAST-NORTHEAST OF POWER POLE, 29 FEET EAST OF WITNESS POST
 KA1364'AND 1 FOOT SOUTH OF FENCE.
 KA1364'
 KA1364'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED
 KA1364'CROOKED NO 2 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KA1364'POST WHICH PROJECTS ABOUT 4 INCHES. THE MARK IS 19 FEET
 KA1364'WEST-NORTHWEST OF POWER POLE, 10 FEET EAST O DRIVEWAY, 1.5
 KA1364'FEET EAST OF EAST GATE POST AND 6 INCHES SOUTH OF FENCE.
 KA1364'
 KA1364'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED CROOKED 1959, IS
 KA1364'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 KA1364'ABOUT 3 INCHES. THE MARK IS 38 FEET SOUTH OF SURFACED ROAD, 10 FEET
 KA1364'SOUTH-SOUTHEAST OF TELEPHONE POLE, 1.5 FEET NORTH OF FENCE AND 1.4
 KA1364'FEET NORTHEAST OF WITNESS POST.
 KA1364'
 KA1364'TO REACH THE AZIMUTH MARK FROM STATION, GO WESTERLY ON U.S. HIGHWAY 40
 KA1364'FOR 0.3 MILE TO CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.05
 KA1364'MILE TO SURFACED ROAD EASTERLY, TURN LEFT AND GO EASTERLY 0.1 MILE TO
 KA1364'AZIMUTH MARK ON SOUTH SIDE OF ROAD AS DESCRIBED.
 KA1364
 KA1364                          STATION RECOVERY (1960)
 KA1364
 KA1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KA1364'5.8 MI E FROM MARSHALL.
 KA1364'5.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1364'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, AT THE JUNCTION
 KA1364'OF GRAVEL ROAD SOUTH AND JUNCTION OF A FARM DRIVE NORTH TO FARM
 KA1364'BUILDINGS, 101 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KA1364'27 1/2 FEET EAST OF THE CENTER LINE OF THE DRIVE, 3 1/2 FEET
 KA1364'SOUTH OF A FENCE, 4 1/2 FEET NORTH OF A POWER POLE, 19 1/2
 KA1364'FEET EAST OF THE EAST END OF A BOARD GATE, 3.6 FEET SOUTH OF
 KA1364'A METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVE AND SET IN
 KA1364'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KA1364
 KA1364                          STATION RECOVERY (1967)
 KA1364
 KA1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KA1364'STATION AND ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION. THE
 KA1364'PREVIOUS DESCRIPTION IS GOOD WITH THE EXCEPTION THE THIS STATION
 KA1364'IS IN CLARK NOT MARSHALL COUNTY.
 KA1364'
 KA1364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES EAST OF
 KA1364'MARSHALL.
 KA1364
 KA1364                          STATION RECOVERY (1967)
 KA1364
 KA1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KA1364'RECOVERED IN GOOD CONDITION.
 KA1364
 KA1364                          STATION RECOVERY (1997)
 KA1364
 KA1364'RECOVERY NOTE BY US POWER SQUADRON 1997
 KA1364'RECOVERED IN GOOD CONDITION.
 KA1364
 KA1364                          STATION RECOVERY (2005)
 KA1364
 KA1364'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1893 ***********************************************************************
 JB1893  DESIGNATION -  CROOKED
 JB1893  PID         -  JB1893
 JB1893  STATE/COUNTY-  IL/WASHINGTON
 JB1893  USGS QUAD   -  HOYLETON (1974)
 JB1893
 JB1893                         *CURRENT SURVEY CONTROL
 JB1893  ___________________________________________________________________
 JB1893* NAD 83(1997)-  38 29 50.80709(N)    089 21 28.64940(W)     ADJUSTED  
 JB1893* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 JB1893  ___________________________________________________________________
 JB1893  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JB1893  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JB1893
 JB1893  HORZ ORDER  -  SECOND
 JB1893
 JB1893.The horizontal coordinates were established by classical geodetic methods
 JB1893.and adjusted by the National Geodetic Survey in October 1999..
 JB1893
 JB1893.The orthometric height was scaled from a topographic map.
 JB1893
 JB1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1893
 JB1893.The geoid height was determined by GEOID03.
 JB1893
 JB1893;                    North         East     Units Scale Factor Converg.
 JB1893;SPC IL W     -   203,493.660   770,544.753   MT  1.00000244   +0 30 12.3
 JB1893;SPC IL W     -   667,628.78  2,528,028.91   sFT  1.00000244   +0 30 12.3
 JB1893;UTM  16      - 4,263,644.778   294,370.607   MT  1.00012074   -1 28 05.9
 JB1893
 JB1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1893!SPC IL W     -   0.99998410  x   1.00000244  =   0.99998654
 JB1893!UTM  16      -   0.99998410  x   1.00012074  =   1.00010483
 JB1893
 JB1893|---------------------------------------------------------------------|
 JB1893| PID    Reference Object                     Distance      Geod. Az  |
 JB1893|                                                           dddmmss.s |
 JB1893| CI4189 CROOKED RM 2                         30.449 METERS 00224     |
 JB1893| CI4188 CROOKED RM 1                         32.854 METERS 08819     |
 JB1893| CI4187 CROOKED AZ MK                                      1693705.0 |
 JB1893| JB1892 NEW MINDEN ST JOHNS LUTH SPIRE      APPROX. 6.1 KM 1895630.3 |
 JB1893|---------------------------------------------------------------------|
 JB1893
 JB1893                          SUPERSEDED SURVEY CONTROL
 JB1893
 JB1893  NAD 83(1986)-  38 29 50.82271(N)    089 21 28.64584(W) AD(       ) 2
 JB1893  NAD 27      -  38 29 50.65536(N)    089 21 28.36276(W) AD(       ) 2
 JB1893
 JB1893.Superseded values are not recommended for survey control.
 JB1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1893.See file dsdata.txt to determine how the superseded data were derived.
 JB1893
 JB1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9437163645(NAD 83)
 JB1893_MARKER: DS = TRIANGULATION STATION DISK
 JB1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1893_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1893
 JB1893  HISTORY     - Date     Condition        Report By
 JB1893  HISTORY     - 1962     MONUMENTED       CGS
 JB1893  HISTORY     - 1968     GOOD             CGS
 JB1893
 JB1893                          STATION DESCRIPTION
 JB1893
 JB1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1893'NO P.P. AVAILABLE.
 JB1893'
 JB1893'THE STATION IS ABOUT 7-1/2 MILES SOUTH OF CARLYLE, ABOUT 4-1/2 MILES
 JB1893'NORTH OF NEW MINDEN, NEAR THE CENTER OF SEC. 30, T. 1 S., R. 2 W.,
 JB1893'AND ON THE HIGHWAY RIGHT-OF-WAY.  IT IS 108 FEET WEST OF A WITNESS
 JB1893'POST, 61 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 127, 33 FEET
 JB1893'NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER AND 27 FEET NORTHEAST OF
 JB1893'A CONCRETE RIGHT-OF-WAY MARKER.  THE MONUMENT PROJECTS 2 INCHES AND
 JB1893'THE DISK IS STAMPED CROOKED 1962.
 JB1893'
 JB1893'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 127 AND 177 IN THE
 JB1893'VILLAGE OF NEW MINDEN, GO NORTHERLY ON HIGHWAY 127 FOR 3.8 MILES TO
 JB1893'A SIDE ROAD RIGHT.  CONTINUE ON HIGHWAY 127 FOR 0.3 MILE TO THE
 JB1893'STATION ON THE LEFT.
 JB1893'
 JB1893'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO EAST
 JB1893'ON A GRAVELED ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 JB1893'
 JB1893'REFERENCE MARK 1 IS 47 FEET EAST OF THE CENTERLINE OF HIGHWAY 127,
 JB1893'1 FOOT NORTH OF A WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.  THE
 JB1893'MONUMENT IS FLUSH AND THE DISK IS STAMPED CROOKED NO 1 1962.
 JB1893'
 JB1893'REFERENCE MARK 2 IS 104 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER,
 JB1893'AND 57 FEET WEST OF THE CENTERLINE OF HIGHWAY 127.  THE MONUMENT IS
 JB1893'SET FLUSH AND THE DISK IS STAMPED CROOKED NO 2 1962.
 JB1893'
 JB1893'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 JB1893'ROAD, 2 FEET SOUTHWEST OF A WITNESS POST AND 1 FOOT WEST OF A POWER
 JB1893'POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JB1893'CROOKED 1962.
 JB1893'
 JB1893'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1893
 JB1893                          STATION RECOVERY (1968)
 JB1893
 JB1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JB1893'ALL MARKS FOUND AS DESCRIBED AND GOOD CONDITION.  THE DESCRIPTION
 JB1893'IS GOOD.  REFERENCE MARK 2 WAS REPORTED NOT FOUND BY THE USGS BUT
 JB1893'THIS WAS FOUND TO BE WRONG.  THE MARKS WAS FOUND EXACTLY AS
 JB1893'DESCRIBED.
 JB1893'
 JB1893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 JB1893'NORTH OF NEW MINDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1366 ***********************************************************************
 KA1366  DESIGNATION -  CROOKED AZ MK
 KA1366  PID         -  KA1366
 KA1366  STATE/COUNTY-  IL/CLARK
 KA1366  USGS QUAD   -  DENNISON (1972)
 KA1366
 KA1366                         *CURRENT SURVEY CONTROL
 KA1366  ___________________________________________________________________
 KA1366* NAD 83(1986)-  39 25 07.     (N)    087 35 42.     (W)     SCALED    
 KA1366* NAVD 88     -       172.356  (meters)     565.47   (feet)  ADJUSTED  
 KA1366  ___________________________________________________________________
 KA1366  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KA1366  DYNAMIC HT  -         172.259 (meters)     565.15  (feet)  COMP
 KA1366  MODELED GRAV-     980,057.3   (mgal)                       NAVD 88
 KA1366
 KA1366  VERT ORDER  -  SECOND    CLASS 0
 KA1366
 KA1366.The horizontal coordinates were scaled from a topographic map and have
 KA1366.an estimated accuracy of +/- 6 seconds.
 KA1366
 KA1366.The orthometric height was determined by differential leveling
 KA1366.and adjusted by the National Geodetic Survey in June 1991..
 KA1366
 KA1366.The geoid height was determined by GEOID03.
 KA1366
 KA1366.The dynamic height is computed by dividing the NAVD 88
 KA1366.geopotential number by the normal gravity value computed on the
 KA1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1366.degrees latitude (g = 980.6199 gals.).
 KA1366
 KA1366.The modeled gravity was interpolated from observed gravity values.
 KA1366
 KA1366;                    North         East    Units  Estimated Accuracy
 KA1366;SPC IL E     -   305,710.      363,580.      MT  (+/- 180 meters Scaled)
 KA1366
 KA1366                          SUPERSEDED SURVEY CONTROL
 KA1366
 KA1366  NGVD 29 (??/??/92)  172.448  (m)          565.77   (f) ADJ UNCH    2 0
 KA1366
 KA1366.Superseded values are not recommended for survey control.
 KA1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1366.See file dsdata.txt to determine how the superseded data were derived.
 KA1366
 KA1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ487634(NAD 83)
 KA1366_MARKER: DZ = AZIMUTH MARK DISK
 KA1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1366_STAMPING: CROOKED 1959
 KA1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1366+STABILITY: SURFACE MOTION
 KA1366
 KA1366  HISTORY     - Date     Condition        Report By
 KA1366  HISTORY     - 1959     MONUMENTED       CGS
 KA1366  HISTORY     - 1960     GOOD             NGS
 KA1366  HISTORY     - 1967     GOOD             NGS
 KA1366  HISTORY     - 19971019 MARK NOT FOUND   USPSQD
 KA1366  HISTORY     - 20050209 MARK NOT FOUND   ILDT
 KA1366
 KA1366                          STATION DESCRIPTION
 KA1366
 KA1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1366'5.5 MI E FROM MARSHALL.
 KA1366'5.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1366'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, ABOUT 0.1 MILE
 KA1366'EAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, ABOUT 0.1 MILE
 KA1366'WEST OF A CONCRETE BOX CULVERT, 173 FEET SOUTH OF THE CENTER
 KA1366'LINE OF THE HIGHWAY, 38 1/2 FEET SOUTH OF THE CENTER LINE OF
 KA1366'OLD U.S. HIGHWAY 40, 1 1/2 FEET NORTH OF A FENCE, 10 FEET
 KA1366'SOUTH-SOUTHEAST OF THE FOURTH TELEPHONE POLE EAST OF THE GRAVEL
 KA1366'ROAD SOUTH, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 KA1366'LEVEL WITH THE OLD HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KA1366'POST PROJECTING 3 INCHES.
 KA1366
 KA1366                          STATION RECOVERY (1967)
 KA1366
 KA1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KA1366'RECOVERED IN GOOD CONDITION.
 KA1366
 KA1366                          STATION RECOVERY (1997)
 KA1366
 KA1366'RECOVERY NOTE BY US POWER SQUADRON 1997
 KA1366'MARK NOT FOUND.
 KA1366
 KA1366                          STATION RECOVERY (2005)
 KA1366
 KA1366'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1363 ***********************************************************************
 KA1363  DESIGNATION -  CROOKED RM 1
 KA1363  PID         -  KA1363
 KA1363  STATE/COUNTY-  IL/CLARK
 KA1363  USGS QUAD   -  DENNISON (1972)
 KA1363
 KA1363                         *CURRENT SURVEY CONTROL
 KA1363  ___________________________________________________________________
 KA1363* NAD 83(1986)-  39 25 14.     (N)    087 35 27.     (W)     SCALED    
 KA1363* NAVD 88     -       172.112  (meters)     564.67   (feet)  ADJUSTED  
 KA1363  ___________________________________________________________________
 KA1363  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KA1363  DYNAMIC HT  -         172.015 (meters)     564.35  (feet)  COMP
 KA1363  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 KA1363
 KA1363  VERT ORDER  -  SECOND    CLASS 0
 KA1363
 KA1363.The horizontal coordinates were scaled from a topographic map and have
 KA1363.an estimated accuracy of +/- 6 seconds.
 KA1363
 KA1363.The orthometric height was determined by differential leveling
 KA1363.and adjusted by the National Geodetic Survey in June 1991..
 KA1363
 KA1363.The geoid height was determined by GEOID03.
 KA1363
 KA1363.The dynamic height is computed by dividing the NAVD 88
 KA1363.geopotential number by the normal gravity value computed on the
 KA1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1363.degrees latitude (g = 980.6199 gals.).
 KA1363
 KA1363.The modeled gravity was interpolated from observed gravity values.
 KA1363
 KA1363;                    North         East    Units  Estimated Accuracy
 KA1363;SPC IL E     -   305,930.      363,940.      MT  (+/- 180 meters Scaled)
 KA1363
 KA1363                          SUPERSEDED SURVEY CONTROL
 KA1363
 KA1363  NGVD 29 (??/??/92)  172.204  (m)          564.97   (f) ADJ UNCH    2 0
 KA1363
 KA1363.Superseded values are not recommended for survey control.
 KA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1363.See file dsdata.txt to determine how the superseded data were derived.
 KA1363
 KA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ491636(NAD 83)
 KA1363_MARKER: DR = REFERENCE MARK DISK
 KA1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1363_STAMPING: CROOKED NO 1 1959
 KA1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1363+STABILITY: SURFACE MOTION
 KA1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1363+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KA1363
 KA1363  HISTORY     - Date     Condition        Report By
 KA1363  HISTORY     - 1959     MONUMENTED       CGS
 KA1363  HISTORY     - 1960     GOOD             NGS
 KA1363  HISTORY     - 1967     GOOD             NGS
 KA1363  HISTORY     - 19971019 GOOD             USPSQD
 KA1363  HISTORY     - 20050209 GOOD             ILDT
 KA1363
 KA1363                          STATION DESCRIPTION
 KA1363
 KA1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1363'5.8 MI E FROM MARSHALL.
 KA1363'5.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1363'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, AT THE JUNCTION
 KA1363'OF A GRAVEL ROAD SOUTH AND THE JUNCTION OF A FARM DRIVE NORTH
 KA1363'TO FARM BUILDINGS, 57 FEET EAST OF THE CENTER LINE OF THE DRIVE,
 KA1363'105 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH
 KA1363'OF A FENCE, 29 1/2 FEET EAST-NORTHEAST OF A POWER POLE, 48 1/2
 KA1363'FEET EAST OF THE EAST END OF A BOARD GATE, 28.9 FEET EAST OF
 KA1363'TRIANGULATION STATION CROOKED, 28.5 FEET EAST OF A METAL
 KA1363'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE DRIVE AND SET
 KA1363'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA1363
 KA1363                          STATION RECOVERY (1967)
 KA1363
 KA1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KA1363'RECOVERED IN GOOD CONDITION.
 KA1363
 KA1363                          STATION RECOVERY (1997)
 KA1363
 KA1363'RECOVERY NOTE BY US POWER SQUADRON 1997
 KA1363'RECOVERED IN GOOD CONDITION.
 KA1363
 KA1363                          STATION RECOVERY (2005)
 KA1363
 KA1363'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1365 ***********************************************************************
 KA1365  DESIGNATION -  CROOKED RM 2
 KA1365  PID         -  KA1365
 KA1365  STATE/COUNTY-  IL/CLARK
 KA1365  USGS QUAD   -  DENNISON (1972)
 KA1365
 KA1365                         *CURRENT SURVEY CONTROL
 KA1365  ___________________________________________________________________
 KA1365* NAD 83(1986)-  39 25 14.     (N)    087 35 27.     (W)     SCALED    
 KA1365* NAVD 88     -       172.012  (meters)     564.34   (feet)  ADJUSTED  
 KA1365  ___________________________________________________________________
 KA1365  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KA1365  DYNAMIC HT  -         171.915 (meters)     564.02  (feet)  COMP
 KA1365  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 KA1365
 KA1365  VERT ORDER  -  SECOND    CLASS 0
 KA1365
 KA1365.The horizontal coordinates were scaled from a topographic map and have
 KA1365.an estimated accuracy of +/- 6 seconds.
 KA1365
 KA1365.The orthometric height was determined by differential leveling
 KA1365.and adjusted by the National Geodetic Survey in June 1991..
 KA1365
 KA1365.The geoid height was determined by GEOID03.
 KA1365
 KA1365.The dynamic height is computed by dividing the NAVD 88
 KA1365.geopotential number by the normal gravity value computed on the
 KA1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1365.degrees latitude (g = 980.6199 gals.).
 KA1365
 KA1365.The modeled gravity was interpolated from observed gravity values.
 KA1365
 KA1365;                    North         East    Units  Estimated Accuracy
 KA1365;SPC IL E     -   305,930.      363,940.      MT  (+/- 180 meters Scaled)
 KA1365
 KA1365                          SUPERSEDED SURVEY CONTROL
 KA1365
 KA1365  NGVD 29 (??/??/92)  172.104  (m)          564.64   (f) ADJ UNCH    2 0
 KA1365
 KA1365.Superseded values are not recommended for survey control.
 KA1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1365.See file dsdata.txt to determine how the superseded data were derived.
 KA1365
 KA1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ491636(NAD 83)
 KA1365_MARKER: DR = REFERENCE MARK DISK
 KA1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1365_STAMPING: CROOKED NO 2 1959
 KA1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1365+STABILITY: SURFACE MOTION
 KA1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1365+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KA1365
 KA1365  HISTORY     - Date     Condition        Report By
 KA1365  HISTORY     - 1959     MONUMENTED       CGS
 KA1365  HISTORY     - 1960     GOOD             NGS
 KA1365  HISTORY     - 1967     GOOD             NGS
 KA1365  HISTORY     - 19971019 GOOD             USPSQD
 KA1365  HISTORY     - 20050209 GOOD             ILDT
 KA1365
 KA1365                          STATION DESCRIPTION
 KA1365
 KA1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1365'5.8 MI E FROM MARSHALL.
 KA1365'5.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1365'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, AT THE JUNCTION
 KA1365'OF A GRAVEL ROAD SOUTH AND THE JUNCTION OF A DRIVE NORTH TO
 KA1365'FARM BUILDINGS, 105 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KA1365'11 FEET EAST OF THE CENTER LINE OF THE DRIVE, 1 FOOT SOUTH OF
 KA1365'A FENCE, 18 1/2 FEET WEST-NORTHWEST OF A POWER POLE, 1 1/2 FEET
 KA1365'EAST OF THE EAST END OF A BOARD GATE, 17.6 FEET WEST OF A
 KA1365'METAL WITNESS POST, 17.8 FEET WEST OF TRIANGULATION STATION
 KA1365'CROOKED, ABOUT 1 FOOT ABOVE THE LEVEL OF THE DRIVE AND SET
 KA1365'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KA1365
 KA1365                          STATION RECOVERY (1967)
 KA1365
 KA1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KA1365'RECOVERED IN GOOD CONDITION.
 KA1365
 KA1365                          STATION RECOVERY (1997)
 KA1365
 KA1365'RECOVERY NOTE BY US POWER SQUADRON 1997
 KA1365'RECOVERED IN GOOD CONDITION.
 KA1365
 KA1365                          STATION RECOVERY (2005)
 KA1365
 KA1365'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1098 ***********************************************************************
 MF1098  DESIGNATION -  CROSS
 MF1098  PID         -  MF1098
 MF1098  STATE/COUNTY-  IL/BUREAU
 MF1098  USGS QUAD   -  BUDA NE (1983)
 MF1098
 MF1098                         *CURRENT SURVEY CONTROL
 MF1098  ___________________________________________________________________
 MF1098* NAD 83(1997)-  41 23 14.65640(N)    089 31 11.78143(W)     ADJUSTED  
 MF1098* NAVD 88     -       203.392  (meters)     667.30   (feet)  ADJUSTED  
 MF1098  ___________________________________________________________________
 MF1098  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 MF1098  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF1098  DYNAMIC HT  -         203.309 (meters)     667.02  (feet)  COMP
 MF1098  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 MF1098
 MF1098  HORZ ORDER  -  SECOND
 MF1098  VERT ORDER  -  SECOND    CLASS 0
 MF1098
 MF1098.The horizontal coordinates were established by classical geodetic methods
 MF1098.and adjusted by the National Geodetic Survey in October 1999..
 MF1098
 MF1098.The orthometric height was determined by differential leveling
 MF1098.and adjusted by the National Geodetic Survey in June 1991..
 MF1098
 MF1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1098
 MF1098.The geoid height was determined by GEOID03.
 MF1098
 MF1098.The dynamic height is computed by dividing the NAVD 88
 MF1098.geopotential number by the normal gravity value computed on the
 MF1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1098.degrees latitude (g = 980.6199 gals.).
 MF1098
 MF1098.The modeled gravity was interpolated from observed gravity values.
 MF1098
 MF1098;                    North         East     Units Scale Factor Converg.
 MF1098;SPC IL W     -   524,249.069   754,089.650   MT  0.99997717   +0 25 39.3
 MF1098;SPC IL W     - 1,719,973.82  2,474,042.46   sFT  0.99997717   +0 25 39.3
 MF1098;UTM  16      - 4,584,828.433   289,306.332   MT  1.00014635   -1 39 60.0
 MF1098
 MF1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1098!SPC IL W     -   0.99997329  x   0.99997717  =   0.99995046
 MF1098!UTM  16      -   0.99997329  x   1.00014635  =   1.00011963
 MF1098
 MF1098|---------------------------------------------------------------------|
 MF1098| PID    Reference Object                     Distance      Geod. Az  |
 MF1098|                                                           dddmmss.s |
 MF1098| CI6868 CROSS RM 2                           19.442 METERS 06417     |
 MF1098| MF1665 PRINCETON MUNICIPAL TANK            APPROX. 4.9 KM 1053424.8 |
 MF1098| MF1663 PRINCETON ILL VAL ELEC RAD MST      APPROX. 3.2 KM 1235454.0 |
 MF1098| MF1672 WYANET MUNICIPAL TANK               APPROX. 5.9 KM 2455846.2 |
 MF1098| CI6867 CROSS RM 1                           19.552 METERS 34404     |
 MF1098|---------------------------------------------------------------------|
 MF1098
 MF1098                          SUPERSEDED SURVEY CONTROL
 MF1098
 MF1098  NAD 83(1986)-  41 23 14.66211(N)    089 31 11.78735(W) AD(       ) 2
 MF1098  NAD 27      -  41 23 14.53430(N)    089 31 11.45810(W) AD(       ) 2
 MF1098  NGVD 29 (??/??/92)  203.471  (m)          667.55   (f) ADJ UNCH    2 0
 MF1098
 MF1098.Superseded values are not recommended for survey control.
 MF1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1098.See file dsdata.txt to determine how the superseded data were derived.
 MF1098
 MF1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8930684828(NAD 83)
 MF1098_MARKER: DS = TRIANGULATION STATION DISK
 MF1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1098_STAMPING: CROSS 1958
 MF1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1098+STABILITY: SURFACE MOTION
 MF1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1098+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2001
 MF1098
 MF1098  HISTORY     - Date     Condition        Report By
 MF1098  HISTORY     - 1959     MONUMENTED       CGS
 MF1098  HISTORY     - 1959     GOOD             NGS
 MF1098  HISTORY     - 19951202 GOOD             USPSQD
 MF1098  HISTORY     - 20010516 GOOD             USPSQD
 MF1098  HISTORY     - 20051012 GOOD             USPSQD
 MF1098
 MF1098                          STATION DESCRIPTION
 MF1098
 MF1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1098'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF WYANET
 MF1098'AND ABOUT 3 MILES NORTHWEST OF PRINCETON.  IT IS 79 FEET NORTHEAST
 MF1098'OF CENTER OF RAILROAD CROSSING, 47 FEET EAST OF THE CENTER OF
 MF1098'ROAD, 18 FEET EAST OF TRIANGLE-BLAZED TELEPHONE POLE AND 1-1/2
 MF1098'FEET NORTH OF FENCE LINE.  THE MARK IS A STANDARD TRIANGULATION
 MF1098'STATION MARK DISK SET IN A 12 X 12 INCH CONCRETE POST PROJECTING
 MF1098'ABOUT 2 INCHES AND THE DISK IS STAMPED CROSS 1958.
 MF1098'
 MF1098'REFERENCE MARK NO. 1 IS 68 FEET NORTH OF TRIANGLE-BLAZED
 MF1098'TELEPHONE POLE, 59 FEET SOUTH OF A TELEPHONE POLE AND 26 FEET EAST
 MF1098'OF THE CENTER OF ROAD.  THE MARK IS A STANDARD REFERENCE MARK
 MF1098'DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST, WHICH IS SET
 MF1098'FLUSH WITH THE SURFACE OF GROUND AND THE DISK IS STAMPED CROSS
 MF1098'NO 1 1958.
 MF1098'
 MF1098'REFERENCE MARK NO. 2 IS 82 FEET EAST OF TRIANGLE-BLAZED TELEPHONE
 MF1098'POLE, 34 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS AND
 MF1098'1-1/2 FEET NORTH OF FENCE LINE.  THE MARK IS A STANDARD
 MF1098'REFERENCE MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST,
 MF1098'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 MF1098'IS STAMPED CROSS NO 2 1958.
 MF1098'
 MF1098'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 82.43 FEET OR
 MF1098'25.125 METERS.
 MF1098'
 MF1098'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WYANET, GO
 MF1098'EAST ON U.S. HIGHWAY 6 FOR 1.8 MILES TO CROSSROADS, TURN LEFT
 MF1098'AND GO NORTH ON HARD SURFACED ROAD FOR 0.85 MILE TO RAILROAD
 MF1098'CROSSING, CONTINUE NORTH FOR 0.15 MILE TO CROSSROADS.  TURN
 MF1098'RIGHT AND GO EAST ON GRAVEL ROAD FOR 1.45 MILES TO SIDE ROAD
 MF1098'LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.6 MILE TO
 MF1098'RAILROAD CROSSING AND THE STATION AS DESCRIBED.
 MF1098'
 MF1098'NOTE--NO AZIMUTH MARK WAS ESTABLISHED.
 MF1098
 MF1098                          STATION RECOVERY (1959)
 MF1098
 MF1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF1098'4.8 MI NE FROM WYANET.
 MF1098'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1098'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 1.0
 MF1098'MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.5 MILES EAST ALONG
 MF1098'A GRAVEL ROAD, 0.55 MILES NORTH ALONG A GRAVEL ROAD, AT A
 MF1098'RAILROAD CROSSING, 34 FEET NORTH OF THE NORTH RAIL, 43 FEET
 MF1098'EAST OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF A
 MF1098'TELEPHONE POLE, 2 FEET NORTH OF FENCE LINE, ABOUT 1 FOOT BELOW
 MF1098'THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF1098'2 INCHES.
 MF1098
 MF1098                          STATION RECOVERY (1995)
 MF1098
 MF1098'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1098'RECOVERED IN GOOD CONDITION.
 MF1098
 MF1098                          STATION RECOVERY (2001)
 MF1098
 MF1098'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1098'.
 MF1098
 MF1098                          STATION RECOVERY (2005)
 MF1098
 MF1098'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1098'RM 1 NO DISK
 MF1098'RM 2 PULLED FROM GROUND. NO DISC LOCATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2035 ***********************************************************************
 LC2035  DESIGNATION -  CROSS
 LC2035  PID         -  LC2035
 LC2035  STATE/COUNTY-  IL/PEORIA
 LC2035  USGS QUAD   -  GLASFORD (1996)
 LC2035
 LC2035                         *CURRENT SURVEY CONTROL
 LC2035  ___________________________________________________________________
 LC2035* NAD 83(1997)-  40 33 56.02251(N)    089 51 10.14511(W)     ADJUSTED  
 LC2035* NAVD 88     -       185.36   (+/-2cm)     608.1    (feet)  VERTCON   
 LC2035  ___________________________________________________________________
 LC2035  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 LC2035  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LC2035
 LC2035  HORZ ORDER  -  FIRST
 LC2035  VERT ORDER  -  THIRD ? (See Below)
 LC2035
 LC2035.The horizontal coordinates were established by classical geodetic methods
 LC2035.and adjusted by the National Geodetic Survey in October 1999..
 LC2035
 LC2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC2035.The vertical order pertains to the NGVD 29 superseded value.
 LC2035
 LC2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2035
 LC2035.The geoid height was determined by GEOID03.
 LC2035
 LC2035;                    North         East     Units Scale Factor Converg.
 LC2035;SPC IL W     -   432,831.465   726,576.783   MT  0.99994987   +0 12 14.8
 LC2035;SPC IL W     - 1,420,047.90  2,383,777.33   sFT  0.99994987   +0 12 14.8
 LC2035;UTM  16      - 4,494,443.932   258,489.630   MT  1.00031801   -1 51 22.1
 LC2035
 LC2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2035!SPC IL W     -   0.99997610  x   0.99994987  =   0.99992597
 LC2035!UTM  16      -   0.99997610  x   1.00031801  =   1.00029410
 LC2035
 LC2035|---------------------------------------------------------------------|
 LC2035| PID    Reference Object                     Distance      Geod. Az  |
 LC2035|                                                           dddmmss.s |
 LC2035| CI6864 CROSS RM 1                           31.638 METERS 02909     |
 LC2035| LC2021 PEORIA COUNTY HOME TANK             APPROX.18.8 KM 0413919.8 |
 LC2035| LC2024 PEORIA COUNTY HOME STACK            APPROX.18.7 KM 0414835.7 |
 LC2035| LC2038 GLASFORD MUNICIPAL TANK             APPROX. 3.5 KM 0792620.7 |
 LC2035| CI6866 CROSS RM 3                           27.572 METERS 13522     |
 LC2035| CI6865 CROSS RM 2                           23.125 METERS 13944     |
 LC2035| CI6863 CROSS AZ MK                                        1780958.0 |
 LC2035| LD0703 CANTON INTL HARVESTER CO TANK       APPROX.15.1 KM 2643610.0 |
 LC2035| LD0705 CANTON INTL HARVESTER CO TWR        APPROX.15.1 KM 2644200.5 |
 LC2035| LD0707 CANTON INTL HARVESTER CO STK        APPROX.15.1 KM 2644948.4 |
 LC2035| LD0706 CANTON MUNICIPAL TANK               APPROX.15.3 KM 2653507.8 |
 LC2035| LD0704 CANTON CEN ILL PUB SERV CO STK      APPROX.15.2 KM 2653851.0 |
 LC2035| LD0702 NORRIS FARMERS ELEV GRAIN ELEV      APPROX.16.6 KM 2935157.2 |
 LC2035| LC2039 FARMINGTON MUNICIPAL TANK           APPROX.18.9 KM 3212219.4 |
 LC2035|---------------------------------------------------------------------|
 LC2035
 LC2035                          SUPERSEDED SURVEY CONTROL
 LC2035
 LC2035  NAD 83(1997)-  40 33 56.03104(N)    089 51 10.14562(W) AD(       ) 1
 LC2035  NAD 83(1986)-  40 33 56.03050(N)    089 51 10.14373(W) AD(       ) 1
 LC2035  NAD 27      -  40 33 55.89100(N)    089 51 09.74700(W) AD(       ) 1
 LC2035  NGVD 29 (07/19/86)  185.46   (m)          608.5    (f) LEVELING    3  
 LC2035
 LC2035.Superseded values are not recommended for survey control.
 LC2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2035.See file dsdata.txt to determine how the superseded data were derived.
 LC2035
 LC2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK5849094444(NAD 83)
 LC2035_MARKER: DS = TRIANGULATION STATION DISK
 LC2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC2035
 LC2035  HISTORY     - Date     Condition        Report By
 LC2035  HISTORY     - 1935     MONUMENTED       CGS
 LC2035  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LC2035  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LC2035  HISTORY     - 19990221 GOOD             USPSQD
 LC2035
 LC2035                          STATION DESCRIPTION
 LC2035
 LC2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2035'THIS STATION IS ABOUT 9 MILES E OF CANTON, ABOUT 2 MILES WSW
 LC2035'OF GLASFORD, IN THE NE 1/4 SEC. 30, T 7 N, R 6 E, ON FARM
 LC2035'OWNED BY THE JOHN FRIESS ESTATE AND OCCUPIED BY RUSSELL CROSS.
 LC2035'IT IS IN THE E END AND NEAR THE NE CORNER OF A SMALL
 LC2035'RECTANGULAR-SHAPED ORCHARD, ABOUT 200 YARDS ENE OF THE HOUSE,
 LC2035'51 FEET S OF CENTER LINE OF THE LANE THAT LEADS W TO THE
 LC2035'HOUSE, 41 FEET S OF THE N ORCHARD FENCE, 32 FEET W OF CENTER
 LC2035'LINE OF N-S SECTION LINE (DIRT) ROAD, 14 FEET W OF THE E
 LC2035'ORCHARD (RIGHT-OF-WAY) FENCE, 48 FEET NNW OF THE LONE 30-INCH
 LC2035'SYCAMORE TREE THAT STANDS IN SE CORNER OF ORCHARD, AND 38
 LC2035'FEET SSE OF THE 10-INCH CHERRY TREE THAT STANDS ON N SIDE
 LC2035'OF ORCHARD.  MARK IS FLUSH WITH THE SURFACE.
 LC2035'
 LC2035'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC2035'BRONZE DISKS SET IN CONCRETE.
 LC2035'
 LC2035'REFERENCE MARK NO. 1 IS NNE OF STATION, 36 FEET N OF CENTER
 LC2035'LINE OF THE E-W SECTION LINE ROAD, 17 FEET E OF CENTER LINE
 LC2035'OF THE N-S SECTION LINE ROAD, 10 FEET N OF THE SW CORNER
 LC2035'POST, 1 FOOT W OF THE RIGHT-OF-WAY FENCE.  PROJECTING 3 INCHES.
 LC2035'
 LC2035'REFERENCE MARK NO. 2 IS SE OF STATION, 18 FEET E OF CENTER
 LC2035'LINE OF THE N-S SECTION LINE ROAD, 40 FEET ESE OF THE 30-INCH
 LC2035'SYCAMORE TREE, 112 FEET S OF CENTER LINE OF THE E-W SECTION
 LC2035'LINE ROAD, AND 148.47 FEET S OF REFERENCE MARK NO. 1.  MARK
 LC2035'PROJECTS 3 INCHES.
 LC2035'
 LC2035'AZIMUTH MARK IS S OF STATION, 18 FEET E OF CENTER LINE OF THE
 LC2035'N-S SECTION LINE (DIRT) ROAD, 1 FOOT W OF THE RIGHT-OF-WAY
 LC2035'FENCE, 32 FEET SSE OF THE 30-INCH OAK TREE THAT STANDS IN
 LC2035'THE ROAD.  FLUSH WITH THE SURFACE.
 LC2035'
 LC2035'TO REACH FROM THE W EDGE OF GLASFORD, GO S ON STATE HIGHWAY
 LC2035'175, 0.5 MILE TO A GRADED DIRT ROAD LEADING W AT A POINT
 LC2035'ABOUT 50 YARDS S OF THE GLASFORD CITY LIMIT SIGN, THENCE
 LC2035'W ON GRADED DIRT ROAD 2.0 MILES TO THE STATION IN THE SW
 LC2035'CORNER OF THE INTERSECTION.
 LC2035'
 LC2035'A 90 FOOT TOWER WAS BUILT BUT AN 80 FOOT TOWER WOULD HAVE
 LC2035'CLEARED ALL LINES.
 LC2035
 LC2035                          STATION RECOVERY (1964)
 LC2035
 LC2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ERL)
 LC2035'STATION FOUND WITH TOP BROKEN OUT OF CONCRETE - NO DISK.
 LC2035'R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 AND AZIMUTH MARK
 LC2035'HAVE BEEN REMOVED BY ROAD CONSTRUCTION.
 LC2035
 LC2035                          STATION RECOVERY (1965)
 LC2035
 LC2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LC2035'THE TOP HAD BEEN BROKEN OFF THE SURFACE STATION MARK AND THE
 LC2035'DISK HAD BEEN REMOVED FROM THE CONCRETE.  CONDITIONS DID
 LC2035'NOT PERMIT THE REMOVAL OF THE STATION MARK SO THE STATION
 LC2035'WAS REPLACED BY SETTING A NEW STATION MARK DISK IN A DRILL HOLE
 LC2035'IN THE CENTER OF THE CONCRETE POST.
 LC2035'
 LC2035'R.M. NO. 2 AND THE AZIMUTH MARK HAD BEEN DESTROYED BY ROAD
 LC2035'CONSTRUCTION.  ONE NEW REFERENCE MARK WAS SET BUT THE AZIMUTH
 LC2035'MARK WAS NOT REPLACED AT THIS TIME AS NO OBJECTS WERE VISIBLE
 LC2035'FROM THE GROUND.
 LC2035'
 LC2035'THE STATION MARK, IS ABOUT FLUSH WITH THE GROUND AND THE
 LC2035'DISK IS STAMPED CROSS 1935 1965.  IT IS 62 FEET SOUTH OF A
 LC2035'FENCE CORNER, 31 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 LC2035'ROAD, 2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST
 LC2035'OF A NORTH-SOUTH FENCE LINE.
 LC2035'
 LC2035'R.M. NO. 1 IS 36 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 LC2035'ROAD, 19 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 10
 LC2035'FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A FENCE.  THE
 LC2035'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CROSS NO 1
 LC2035'1935.
 LC2035'
 LC2035'R.M. NO. 3 IS 81 FEET SOUTH OF A POWER POLE AND JOG IN FENCE LINE,
 LC2035'33 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF
 LC2035'A NORTH-SOUTH FENCE LINE.  THE MARK IS ABOUT FLUSH AND THE
 LC2035'DISK IS STAMPED CROSS NO 3 1935 1965.
 LC2035'
 LC2035'TO REACH FROM THE WEST EDGE OF GLASFORD, GO SOUTH ON STATE
 LC2035'HIGHWAY 175 FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 LC2035'GO WEST FOR 2.0 MILES TO A T-INTERSECTION AND STATION AS
 LC2035'DESCRIBED.
 LC2035
 LC2035                          STATION RECOVERY (1999)
 LC2035
 LC2035'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC2035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1746 ***********************************************************************
 JB1746  DESIGNATION -  CROSS
 JB1746  PID         -  JB1746
 JB1746  STATE/COUNTY-  IL/HAMILTON
 JB1746  USGS QUAD   -  DAHLGREN (1974)
 JB1746
 JB1746                         *CURRENT SURVEY CONTROL
 JB1746  ___________________________________________________________________
 JB1746* NAD 83(1997)-  38 11 34.50958(N)    088 38 46.72677(W)     ADJUSTED  
 JB1746* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 JB1746  ___________________________________________________________________
 JB1746  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JB1746  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 JB1746
 JB1746  HORZ ORDER  -  SECOND
 JB1746
 JB1746.The horizontal coordinates were established by classical geodetic methods
 JB1746.and adjusted by the National Geodetic Survey in October 1999..
 JB1746
 JB1746.The orthometric height was scaled from a topographic map.
 JB1746
 JB1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1746
 JB1746.The geoid height was determined by GEOID03.
 JB1746
 JB1746;                    North         East     Units Scale Factor Converg.
 JB1746;SPC IL E     -   169,434.336   272,583.050   MT  0.99998425   -0 11 36.7
 JB1746;SPC IL E     -   555,885.82    894,299.56   sFT  0.99998425   -0 11 36.7
 JB1746;UTM  16      - 4,228,501.029   355,832.875   MT  0.99985597   -1 01 05.2
 JB1746
 JB1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1746!SPC IL E     -   0.99997745  x   0.99998425  =   0.99996170
 JB1746!UTM  16      -   0.99997745  x   0.99985597  =   0.99983342
 JB1746
 JB1746|---------------------------------------------------------------------|
 JB1746| PID    Reference Object                     Distance      Geod. Az  |
 JB1746|                                                           dddmmss.s |
 JB1746| CI4196 CROSS RM 1                           28.420 METERS 06152     |
 JB1746| CI4195 CROSS AZ MK                                        1865812.7 |
 JB1746| JB1745 DAHLGREN RADIO STA KSC 371 TWR      APPROX. 5.0 KM 2283545.0 |
 JB1746| CI4197 CROSS RM 2                           27.838 METERS 31945     |
 JB1746|---------------------------------------------------------------------|
 JB1746
 JB1746                          SUPERSEDED SURVEY CONTROL
 JB1746
 JB1746  NAD 83(1997)-  38 11 34.52059(N)    088 38 46.72576(W) AD(       ) 2
 JB1746  NAD 83(1986)-  38 11 34.52288(N)    088 38 46.72712(W) AD(       ) 2
 JB1746  NAD 27      -  38 11 34.34747(N)    088 38 46.52425(W) AD(       ) 2
 JB1746
 JB1746.Superseded values are not recommended for survey control.
 JB1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1746.See file dsdata.txt to determine how the superseded data were derived.
 JB1746
 JB1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5583328501(NAD 83)
 JB1746_MARKER: DS = TRIANGULATION STATION DISK
 JB1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1746+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 JB1746
 JB1746  HISTORY     - Date     Condition        Report By
 JB1746  HISTORY     - 1961     MONUMENTED       CGS
 JB1746  HISTORY     - 20060114 GOOD             LAMAC
 JB1746
 JB1746                          STATION DESCRIPTION
 JB1746
 JB1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1746'THE STATION IS ABOUT 9 MILES NORTHWEST OF MCLEANSBORO, ABOUT 2 MILES
 JB1746'EAST OF DAHLGREN, IN THE
 JB1746'NORTHWEST .25 OF SEC 10, T 4 S, R 5 E, AND ON THE
 JB1746'PROPERTY OF MR FENTON CROSS.  IT IS
 JB1746'88 FEET SOUTH OF THE SOUTH SIDE
 JB1746'OF A BARN, 83 FEET WEST OF THE SOUTHWEST CORNER OF A
 JB1746'PORCH ON A FRAME
 JB1746'HOUSE, 16 FEET SOUTHEAST OF AN 8 INCH CEDAR TREE, 4 FEET EAST OF A
 JB1746'WITNESS POST AND 3
 JB1746'FEET EAST OF A WEST GATE POST.  THE MONUMENT IS
 JB1746'FLUSH AND THE DISK IS STAMPED CROSS 1961.
 JB1746'
 JB1746'TO REACH THE STATION FROM THE POST OFFICE IN DAHLGREN, GO SOUTHEAST
 JB1746'ON U S HIGHWAY 460 FOR
 JB1746'0.1 MILE TO A DIAGONAL CROSSROAD.  TURN LEFT AND GO
 JB1746'EAST ON A PAVED ROAD FOR 2.0 MILES
 JB1746'TO A CROSSROAD.  TURN RIGHT AND GO
 JB1746'SOUTH ON A PAVED ROAD FOR 0.35 MILE TO A DRIVEWAY LEFT.  TURN LEFT
 JB1746'AND GO EAST ON THE DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 JB1746'
 JB1746'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON A GRAVELED
 JB1746'ROAD FOR 0.6 MILE TO A
 JB1746'CROSSROAD.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.1 MILE
 JB1746'TO THE AZIMUTH MARK ON THE RIGHT.
 JB1746'
 JB1746'REFERENCE MARK 1 IS 2 FEET SOUTH OF THE NORTHWEST CORNER OF THE PORCH
 JB1746'ON A FRAME HOUSE AND 1
 JB1746'FOOT WEST OF THE WEST EDGE OF THE PORCH.  THE
 JB1746'MONUMENT IS FLUSH AND THE DISK IS
 JB1746'STAMPED CROSS NO 1 1961.
 JB1746'
 JB1746'REFERENCE MARK 2 IS 52 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 JB1746'THE BARN, 10 FEET WEST OF A
 JB1746'12 INCH CEDAR TREE, 25 FEET NORTH OF THE CENTERLINE
 JB1746'OF A DRIVEWAY AND 1 FOOT SOUTH OF A
 JB1746'WIRE FENCE.  THE MONUMENT
 JB1746'PROJECTS 2 INCHES AND THE DISK IS STAMPED CROSS NO 2 1961.
 JB1746'
 JB1746'THE AZIMUTH MARK IS 14 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JB1746'ROAD, 2 FEET SOUTHEAST OF
 JB1746'A WITNESS POST AND 1 FOOT EAST OF A POWER POLE.  THE
 JB1746'MONUMENT PROJECTS 8 INCHES AND
 JB1746'THE DISK IS STAMPED CROSS 1961.
 JB1746'
 JB1746'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1746
 JB1746                          STATION RECOVERY (2006)
 JB1746
 JB1746'RECOVERY NOTE BY LAMAC ENGINEERING COMPANY INCO 2006 (ANR)
 JB1746'MARKER FOUND N08 08 58W 29.5FEET OF 8 INCH SWEET GUM TREE  S72 20 04E
 JB1746'90.94 FEET OF A PK NAIL SET IN 6 INCH WOOD CORNER POST ON SOUTH SIDE
 JB1746'OF DRIVE CROSS 2 FOUND AND DISTANCE CHECKED GOOD.  PORCH ON FRAME
 JB1746'HOUSE HAS BEEN REBUILT.  OPUS EL HGT  144.326 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1099 ***********************************************************************
 MF1099  DESIGNATION -  CROSS RM 1
 MF1099  PID         -  MF1099
 MF1099  STATE/COUNTY-  IL/BUREAU
 MF1099  USGS QUAD   -  BUDA NE (1983)
 MF1099
 MF1099                         *CURRENT SURVEY CONTROL
 MF1099  ___________________________________________________________________
 MF1099* NAD 83(1986)-  41 23 14.     (N)    089 31 11.     (W)     SCALED    
 MF1099* NAVD 88     -       203.143  (meters)     666.48   (feet)  ADJUSTED  
 MF1099  ___________________________________________________________________
 MF1099  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF1099  DYNAMIC HT  -         203.060 (meters)     666.21  (feet)  COMP
 MF1099  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 MF1099
 MF1099  VERT ORDER  -  SECOND    CLASS 0
 MF1099
 MF1099.The horizontal coordinates were scaled from a topographic map and have
 MF1099.an estimated accuracy of +/- 6 seconds.
 MF1099
 MF1099.The orthometric height was determined by differential leveling
 MF1099.and adjusted by the National Geodetic Survey in June 1991..
 MF1099
 MF1099.The geoid height was determined by GEOID03.
 MF1099
 MF1099.The dynamic height is computed by dividing the NAVD 88
 MF1099.geopotential number by the normal gravity value computed on the
 MF1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1099.degrees latitude (g = 980.6199 gals.).
 MF1099
 MF1099.The modeled gravity was interpolated from observed gravity values.
 MF1099
 MF1099;                    North         East    Units  Estimated Accuracy
 MF1099;SPC IL W     -   524,230.      754,110.      MT  (+/- 180 meters Scaled)
 MF1099
 MF1099                          SUPERSEDED SURVEY CONTROL
 MF1099
 MF1099  NGVD 29 (??/??/92)  203.222  (m)          666.74   (f) ADJ UNCH    2 0
 MF1099
 MF1099.Superseded values are not recommended for survey control.
 MF1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1099.See file dsdata.txt to determine how the superseded data were derived.
 MF1099
 MF1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL893848(NAD 83)
 MF1099_MARKER: DR = REFERENCE MARK DISK
 MF1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1099_STAMPING: CROSS NO 1 1958
 MF1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1099+STABILITY: SURFACE MOTION
 MF1099
 MF1099  HISTORY     - Date     Condition        Report By
 MF1099  HISTORY     - 1958     MONUMENTED       CGS
 MF1099  HISTORY     - 1959     GOOD             NGS
 MF1099  HISTORY     - 19951202 MARK NOT FOUND   USPSQD
 MF1099  HISTORY     - 20010516 MARK NOT FOUND   USPSQD
 MF1099
 MF1099                          STATION DESCRIPTION
 MF1099
 MF1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1099'4.8 MI NE FROM WYANET.
 MF1099'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1099'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 1.0
 MF1099'MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.5 MILES EAST ALONG
 MF1099'A GRAVEL ROAD, THENCE 0.55 MILES NORTH ALONG A GRAVEL ROAD,
 MF1099'AT A RAILROAD CROSSING, 98 FEET NORTH OF THE NORTH RAIL,
 MF1099'25 FEET EAST OF THE CENTER LINE OF THE ROAD, 68 FEET NORTH OF
 MF1099'A TELEPHONE POLE, 66 FEET NORTH OF FENCE LINE, 64.2 FEET
 MF1099'NORTH OF TRIANGULATION STATION CROSS, ABOUT 1 FOOT BELOW THE
 MF1099'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF1099'3 INCHES.
 MF1099
 MF1099                          STATION RECOVERY (1995)
 MF1099
 MF1099'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1099'MARK NOT FOUND.
 MF1099
 MF1099                          STATION RECOVERY (2001)
 MF1099
 MF1099'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1099'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1100 ***********************************************************************
 MF1100  DESIGNATION -  CROSS RM 2
 MF1100  PID         -  MF1100
 MF1100  STATE/COUNTY-  IL/BUREAU
 MF1100  USGS QUAD   -  BUDA NE (1983)
 MF1100
 MF1100                         *CURRENT SURVEY CONTROL
 MF1100  ___________________________________________________________________
 MF1100* NAD 83(1986)-  41 23 14.     (N)    089 31 11.     (W)     SCALED    
 MF1100* NAVD 88     -       203.551  (meters)     667.82   (feet)  ADJUSTED  
 MF1100  ___________________________________________________________________
 MF1100  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF1100  DYNAMIC HT  -         203.468 (meters)     667.54  (feet)  COMP
 MF1100  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 MF1100
 MF1100  VERT ORDER  -  SECOND    CLASS 0
 MF1100
 MF1100.The horizontal coordinates were scaled from a topographic map and have
 MF1100.an estimated accuracy of +/- 6 seconds.
 MF1100
 MF1100.The orthometric height was determined by differential leveling
 MF1100.and adjusted by the National Geodetic Survey in June 1991..
 MF1100
 MF1100.The geoid height was determined by GEOID03.
 MF1100
 MF1100.The dynamic height is computed by dividing the NAVD 88
 MF1100.geopotential number by the normal gravity value computed on the
 MF1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1100.degrees latitude (g = 980.6199 gals.).
 MF1100
 MF1100.The modeled gravity was interpolated from observed gravity values.
 MF1100
 MF1100;                    North         East    Units  Estimated Accuracy
 MF1100;SPC IL W     -   524,230.      754,110.      MT  (+/- 180 meters Scaled)
 MF1100
 MF1100                          SUPERSEDED SURVEY CONTROL
 MF1100
 MF1100  NGVD 29 (??/??/92)  203.630  (m)          668.08   (f) ADJ UNCH    2 0
 MF1100
 MF1100.Superseded values are not recommended for survey control.
 MF1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1100.See file dsdata.txt to determine how the superseded data were derived.
 MF1100
 MF1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL893848(NAD 83)
 MF1100_MARKER: DR = REFERENCE MARK DISK
 MF1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1100_STAMPING: CROSS NO 2 1958
 MF1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1100+STABILITY: SURFACE MOTION
 MF1100
 MF1100  HISTORY     - Date     Condition        Report By
 MF1100  HISTORY     - 1958     MONUMENTED       CGS
 MF1100  HISTORY     - 1959     GOOD             NGS
 MF1100  HISTORY     - 19951202 MARK NOT FOUND   USPSQD
 MF1100  HISTORY     - 20010516 POOR             USPSQD
 MF1100
 MF1100                          STATION DESCRIPTION
 MF1100
 MF1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1100'4.8 MI NE FROM WYANET.
 MF1100'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1100'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 1.0
 MF1100'MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.5 MILES EAST ALONG
 MF1100'A GRAVEL ROAD, THENCE 0.55 MILES NORTH ALONG A GRAVEL ROAD TO
 MF1100'RAILROAD CROSSING, 35 FEET NORTH OF THE NORTH RAIL, 110 FEET
 MF1100'EAST OF THE CENTER LINE OF THE ROAD, 81 FEET EAST OF TELEPHONE
 MF1100'POLE, 2 FEET NORTH OF THE FENCE LINE, 63.8 FEET EAST OF
 MF1100'TRIANGULATION STATION CROSS, ABOUT LEVEL WITH THE ROAD, SET
 MF1100'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MF1100
 MF1100                          STATION RECOVERY (1995)
 MF1100
 MF1100'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1100'MARK NOT FOUND.
 MF1100
 MF1100                          STATION RECOVERY (2001)
 MF1100
 MF1100'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1100'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1676 ***********************************************************************
 JB1676  DESIGNATION -  CROSSVILLE ATT MICROWAVE
 JB1676  PID         -  JB1676
 JB1676  STATE/COUNTY-  IL/WHITE
 JB1676  USGS QUAD   -  CROSSVILLE (1974)
 JB1676
 JB1676                         *CURRENT SURVEY CONTROL
 JB1676  ___________________________________________________________________
 JB1676* NAD 83(1997)-  38 10 02.21476(N)    088 01 45.90208(W)     ADJUSTED  
 JB1676* NAVD 88     -                                                        
 JB1676  ___________________________________________________________________
 JB1676  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 JB1676  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB1676
 JB1676  HORZ ORDER  -  THIRD
 JB1676
 JB1676.The horizontal coordinates were established by classical geodetic methods
 JB1676.and adjusted by the National Geodetic Survey in October 1999..
 JB1676
 JB1676
 JB1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1676
 JB1676.The geoid height was determined by GEOID03.
 JB1676
 JB1676;                    North         East     Units Scale Factor Converg.
 JB1676;SPC IL E     -   166,586.001   326,632.312   MT  0.99998373   +0 11 16.1
 JB1676;SPC IL E     -   546,540.90  1,071,626.18   sFT  0.99998373   +0 11 16.1
 JB1676;UTM  16      - 4,224,876.183   409,824.447   MT  0.99970015   -0 38 10.3
 JB1676
 JB1676                          SUPERSEDED SURVEY CONTROL
 JB1676
 JB1676  NAD 83(1997)-  38 10 02.21473(N)    088 01 45.90201(W) AD(       ) 4
 JB1676  NAD 83(1997)-  38 10 02.22326(N)    088 01 45.90080(W) AD(       ) 4
 JB1676  NAD 83(1986)-  38 10 02.22576(N)    088 01 45.90249(W) AD(       ) 4
 JB1676  NAD 27      -  38 10 02.05859(N)    088 01 45.78292(W) AD(       ) 3
 JB1676
 JB1676.Superseded values are not recommended for survey control.
 JB1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1676.See file dsdata.txt to determine how the superseded data were derived.
 JB1676
 JB1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0982424876(NAD 83)
 JB1676_MARKER: 45 = MICROWAVE TOWER
 JB1676
 JB1676  HISTORY     - Date     Condition        Report By
 JB1676  HISTORY     - 1967     FIRST OBSERVED   CGS
 JB1676
 JB1676                          STATION DESCRIPTION
 JB1676
 JB1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1676'STATION IS LOCATED ABOUT 2 MILES EAST OF CROSSVILLE.
 JB1676'
 JB1676'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 460 AND STATE HIGHWAY 1
 JB1676'IN CROSSVILLE, GO
 JB1676'EAST ON U S HIGHWAY 460 FOR 2.3 MILES TO
 JB1676'PHILLIPTOWN ROAD, TURN LEFT AND GO
 JB1676'NORTH ON SURFACED ROAD FOR 0.6
 JB1676'MILE TO T ROAD, TURN LEFT AND GO WEST ON ROAD 0.25
 JB1676'MILE TO A SIDE
 JB1676'ROAD RIGHT, TURN RIGHT AND GO NORTH ON ROAD FOR 0.2 MILE TO STATION
 JB1676'ON RIGHT AS DESCRIBED.
 JB1676'
 JB1676'THE TOWER IS 169.5 FEET HIGH, IS PAINTED RED AND WHITE, HAS 4
 JB1676'REFLECTORS ON TOP
 JB1676'AND A RED LIGHT OFF CENTER.
 JB1676'
 JB1676'POINT INTERSECTED WAS TOP AND CENTER OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1679 ***********************************************************************
 JB1679  DESIGNATION -  CROSSVILLE HALLIBURTON RADIO
 JB1679  PID         -  JB1679
 JB1679  STATE/COUNTY-  IL/WHITE
 JB1679  USGS QUAD   -  CROSSVILLE (1974)
 JB1679
 JB1679                         *CURRENT SURVEY CONTROL
 JB1679  ___________________________________________________________________
 JB1679* NAD 83(1997)-  38 10 15.22298(N)    088 03 47.65215(W)     ADJUSTED  
 JB1679* NAVD 88     -                                                        
 JB1679  ___________________________________________________________________
 JB1679  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 JB1679  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JB1679
 JB1679  HORZ ORDER  -  THIRD
 JB1679
 JB1679.The horizontal coordinates were established by classical geodetic methods
 JB1679.and adjusted by the National Geodetic Survey in October 1999..
 JB1679
 JB1679
 JB1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1679
 JB1679.The geoid height was determined by GEOID03.
 JB1679
 JB1679;                    North         East     Units Scale Factor Converg.
 JB1679;SPC IL E     -   166,977.904   323,667.522   MT  0.99998190   +0 10 00.9
 JB1679;SPC IL E     -   547,826.67  1,061,899.20   sFT  0.99998190   +0 10 00.9
 JB1679;UTM  16      - 4,225,310.562   406,866.427   MT  0.99970682   -0 39 25.7
 JB1679
 JB1679                          SUPERSEDED SURVEY CONTROL
 JB1679
 JB1679  NAD 83(1997)-  38 10 15.22343(N)    088 03 47.65247(W) AD(       ) 4
 JB1679  NAD 83(1997)-  38 10 15.23145(N)    088 03 47.65139(W) AD(       ) 4
 JB1679  NAD 83(1986)-  38 10 15.23404(N)    088 03 47.65293(W) AD(       ) 4
 JB1679  NAD 27      -  38 10 15.06584(N)    088 03 47.52558(W) AD(       ) 3
 JB1679
 JB1679.Superseded values are not recommended for survey control.
 JB1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1679.See file dsdata.txt to determine how the superseded data were derived.
 JB1679
 JB1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0686625311(NAD 83)
 JB1679_MARKER: 42 = RADIO/TV MAST
 JB1679
 JB1679  HISTORY     - Date     Condition        Report By
 JB1679  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1679  HISTORY     - 1967     GOOD             CGS
 JB1679
 JB1679                          STATION DESCRIPTION
 JB1679
 JB1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1679'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF CROSSVILLE AND ABOUT
 JB1679'0.2 MILE WEST OF STATE
 JB1679'HIGHWAY 1.  IT IS A STEEL STRUCTURE, PAINTED ORANGE AND
 JB1679'WHITE AND APPROXIMATELY 350 FEET HIGH.
 JB1679'
 JB1679'THE POINT INTERSECTED WAS THE RED LIGHT AT TOP OF MAST.
 JB1679'
 JB1679'TO REACH FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE HIGHWAY 1 IN
 JB1679'CROSSVILLE, GO
 JB1679'NORTH ON STATE HIGHWAY 1 FOR 0.25 MILE TO ROAD FORK TO
 JB1679'THE LEFT, TAKE LEFT FORK, NORTH,
 JB1679'FOR 0.35 MILE TO THE MAST ON THE RIGHT.
 JB1679
 JB1679                          STATION RECOVERY (1967)
 JB1679
 JB1679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1679'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1678 ***********************************************************************
 JB1678  DESIGNATION -  CROSSVILLE MUNICIPAL TANK
 JB1678  PID         -  JB1678
 JB1678  STATE/COUNTY-  IL/WHITE
 JB1678  USGS QUAD   -  CROSSVILLE (1974)
 JB1678
 JB1678                         *CURRENT SURVEY CONTROL
 JB1678  ___________________________________________________________________
 JB1678* NAD 83(1997)-  38 09 42.92304(N)    088 03 53.03616(W)     ADJUSTED  
 JB1678* NAVD 88     -                                                        
 JB1678  ___________________________________________________________________
 JB1678  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JB1678  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JB1678
 JB1678  HORZ ORDER  -  THIRD
 JB1678
 JB1678.The horizontal coordinates were established by classical geodetic methods
 JB1678.and adjusted by the National Geodetic Survey in October 1999..
 JB1678
 JB1678
 JB1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1678
 JB1678.The geoid height was determined by GEOID03.
 JB1678
 JB1678;                    North         East     Units Scale Factor Converg.
 JB1678;SPC IL E     -   165,981.634   323,539.357   MT  0.99998182   +0 09 57.5
 JB1678;SPC IL E     -   544,558.08  1,061,478.71   sFT  0.99998182   +0 09 57.5
 JB1678;UTM  16      - 4,224,316.512   406,723.987   MT  0.99970715   -0 39 28.6
 JB1678
 JB1678                          SUPERSEDED SURVEY CONTROL
 JB1678
 JB1678  NAD 83(1997)-  38 09 42.92376(N)    088 03 53.03667(W) AD(       ) 4
 JB1678  NAD 83(1997)-  38 09 42.93104(N)    088 03 53.03528(W) AD(       ) 4
 JB1678  NAD 83(1986)-  38 09 42.93385(N)    088 03 53.03688(W) AD(       ) 4
 JB1678  NAD 27      -  38 09 42.76613(N)    088 03 52.90920(W) AD(       ) 3
 JB1678
 JB1678.Superseded values are not recommended for survey control.
 JB1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1678.See file dsdata.txt to determine how the superseded data were derived.
 JB1678
 JB1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0672424317(NAD 83)
 JB1678_MARKER: 53 = ELEVATED TANK
 JB1678
 JB1678  HISTORY     - Date     Condition        Report By
 JB1678  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1678  HISTORY     - 1967     GOOD             CGS
 JB1678
 JB1678                          STATION DESCRIPTION
 JB1678
 JB1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LCM)
 JB1678'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  STATION WAS NOT
 JB1678'DESCRIBED IN 1961.
 JB1678'A COMPLETE DESCRIPTION FOLLOWS-
 JB1678'
 JB1678'STATION IS LOCATED IN THE DOWN TOWN BUSINESS SECTION OF CROSSVILLE,
 JB1678'200 FEET NORTHWEST
 JB1678'OF INTERSECTION OF U S HIGHWAY 460 AND STATE HIGHWAY.
 JB1678'
 JB1678'THE WATER TANK IS APPROXIMATELY 100 FEET HIGH, IS PAINTED SILVER IN
 JB1678'COLOR, HAS
 JB1678'CROSSVILLE PAINTED ON SIDE OF TANK AND IS SUPPORTED BY 4 LEGGS.
 JB1678'
 JB1678'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0527 ***********************************************************************
 JB0527  DESIGNATION -  CROUCH
 JB0527  PID         -  JB0527
 JB0527  STATE/COUNTY-  IL/WAYNE
 JB0527  USGS QUAD   -  WAYNE CITY (1973)
 JB0527
 JB0527                         *CURRENT SURVEY CONTROL
 JB0527  ___________________________________________________________________
 JB0527* NAD 83(1997)-  38 15 47.63671(N)    088 31 35.06260(W)     ADJUSTED  
 JB0527* NAVD 88     -       141.378  (meters)     463.84   (feet)  ADJUSTED  
 JB0527  ___________________________________________________________________
 JB0527  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 JB0527  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB0527  DYNAMIC HT  -         141.288 (meters)     463.54  (feet)  COMP
 JB0527  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JB0527
 JB0527  HORZ ORDER  -  SECOND
 JB0527  VERT ORDER  -  SECOND    CLASS 0
 JB0527
 JB0527.The horizontal coordinates were established by classical geodetic methods
 JB0527.and adjusted by the National Geodetic Survey in October 1999..
 JB0527
 JB0527.The orthometric height was determined by differential leveling
 JB0527.and adjusted by the National Geodetic Survey in June 1991..
 JB0527
 JB0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0527
 JB0527.The geoid height was determined by GEOID03.
 JB0527
 JB0527.The dynamic height is computed by dividing the NAVD 88
 JB0527.geopotential number by the normal gravity value computed on the
 JB0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0527.degrees latitude (g = 980.6199 gals.).
 JB0527
 JB0527.The modeled gravity was interpolated from observed gravity values.
 JB0527
 JB0527;                    North         East     Units Scale Factor Converg.
 JB0527;SPC IL E     -   177,210.279   283,103.139   MT  0.99997851   -0 07 10.4
 JB0527;SPC IL E     -   581,397.39    928,814.22   sFT  0.99997851   -0 07 10.4
 JB0527;UTM  16      - 4,236,123.558   366,462.337   MT  0.99981962   -0 56 43.5
 JB0527
 JB0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0527!SPC IL E     -   0.99998258  x   0.99997851  =   0.99996109
 JB0527!UTM  16      -   0.99998258  x   0.99981962  =   0.99980220
 JB0527
 JB0527:                Primary Azimuth Mark                     Grid Az
 JB0527:SPC IL E     -  MILL                                     095 20 26.3
 JB0527:UTM  16      -  MILL                                     096 09 59.4
 JB0527
 JB0527|---------------------------------------------------------------------|
 JB0527| PID    Reference Object                     Distance      Geod. Az  |
 JB0527|                                                           dddmmss.s |
 JB0527| JB0227 MILL                                APPROX.17.0 KM 0951315.9 |
 JB0527| JB0528 CROUCH RM 1                          23.897 METERS 12131     |
 JB0527| JB1729 ADEN LOOKOUT TOWER                  APPROX. 2.5 KM 1665940.0 |
 JB0527| JB0526 CROUCH RM 2                          33.854 METERS 24756     |
 JB0527| JB0525 CROUCH AZ MK                                       2653507.5 |
 JB0527| JB1719 WAYNE CITY MUNICIPAL TANK           APPROX.11.0 KM 3294208.5 |
 JB0527|---------------------------------------------------------------------|
 JB0527
 JB0527                          SUPERSEDED SURVEY CONTROL
 JB0527
 JB0527  NAD 83(1997)-  38 15 47.64800(N)    088 31 35.06170(W) AD(       ) 2
 JB0527  NAD 83(1986)-  38 15 47.65026(N)    088 31 35.06249(W) AD(       ) 2
 JB0527  NAD 27      -  38 15 47.47659(N)    088 31 34.87510(W) AD(       ) 2
 JB0527  NGVD 29 (??/??/92)  141.503  (m)          464.25   (f) ADJ UNCH    2 0
 JB0527
 JB0527.Superseded values are not recommended for survey control.
 JB0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0527.See file dsdata.txt to determine how the superseded data were derived.
 JB0527
 JB0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6646236124(NAD 83)
 JB0527_MARKER: DE = TRAVERSE STATION DISK
 JB0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0527_STAMPING: CROUCH 1961
 JB0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0527+STABILITY: SURFACE MOTION
 JB0527
 JB0527  HISTORY     - Date     Condition        Report By
 JB0527  HISTORY     - 1961     MONUMENTED       CGS
 JB0527  HISTORY     - 1961     GOOD             CGS
 JB0527  HISTORY     - 1961     GOOD             CGS
 JB0527
 JB0527                          STATION DESCRIPTION
 JB0527
 JB0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0527'THE STATION IS LOCATED ABOUT 10 MILES WEST OF MILL SHOALS, 6.75 MILES
 JB0527'SOUTH-SOUTHEAST OF
 JB0527'WAYNE CITY, .75 MILE EAST OF STATE HIGHWAY 142, .5
 JB0527'MILE NORTH OF THE WAYNE-HAMILTON
 JB0527'COUNTY LINE AND ON PROPERTY OF MR KENNETH DRAPER.
 JB0527'
 JB0527'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 142
 JB0527'IN WAYNE CITY, GO SOUTH
 JB0527'ON STATE HIGHWAY 142 FOR 3.45 MILES TO A CROSSROAD AND
 JB0527'POINT WHERE THE HIGHWAY CURVES
 JB0527'LEFT.  CONTINUE SOUTHERLY ON STATE
 JB0527'HIGHWAY 142 FOR 3.6 MILES TO A SIDE ROAD LEFT AND
 JB0527'POINT WHERE HIGHWAY
 JB0527'CURVES TO THE RIGHT, TURN LEFT, GO EAST ON A GRAVELED ROAD FOR 0.6
 JB0527'MILE TO THE
 JB0527'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.1 MILE
 JB0527'TO THE STATION ON THE LEFT.
 JB0527'
 JB0527'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12-INCH SQUARE
 JB0527'CONCRETE POST WHICH IS SET
 JB0527'ABOUT 15-INCHES BELOW THE SURFACE OF THE GROUND AND
 JB0527'IS STAMPED CROUCH 1961.  THE MARK IS
 JB0527'76.4 FEET NORTHWEST OF A WITNESS
 JB0527'POST, 66 FEET EAST OF A FENCE CORNER, 63.5 FEET EAST OF
 JB0527'A LARGE TREE WITH
 JB0527'A TRIANGLE BLAZE, 24.5 FEET WEST-SOUTHWEST OF A TRIANGLE BLAZED
 JB0527'TREE, 23 FEET NORTH OF
 JB0527'THE CENTER OF A ROAD AND 1 FOOT NORTH OF A FENCE.
 JB0527'
 JB0527'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB0527'SQUARE CONCRETE POST
 JB0527'WHICH PROJECTS ABOUT 2-INCHES AND IS STAMPED CROUCH NO
 JB0527'1 1961.  THE MARK IS 63 FEET
 JB0527'SOUTH-SOUTHEAST OF A TRIANGLE BLAZED
 JB0527'TREE, 18.5 FEET SOUTH OF THE CENTER OF A ROAD,
 JB0527'2 FEET EAST OF A
 JB0527'WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 JB0527'
 JB0527'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB0527'SQUARE CONCRETE POST
 JB0527'WHICH PROJECTS ABOUT 2-INCHES AND IS STAMPED CROUCH NO
 JB0527'2 1961.  THE MARK IS 53 FEET
 JB0527'SOUTHWEST OF A LARGE TREE WITH A
 JB0527'TRIANGLE BLAZE, 29 FEET EAST-SOUTHEAST OF A
 JB0527'POWER POLE, 16 FEET SOUTH
 JB0527'OF THE CENTER OF A ROAD AND 1 FOOT NORTH OF A FENCE.
 JB0527'
 JB0527'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH SQUARE
 JB0527'CONCRETE POST WHICH
 JB0527'PROJECTS ABOUT 2-INCHES AND IS STAMPED CROUCH 1961.  THE
 JB0527'MARK IS 84.5 FEET WEST OF A
 JB0527'POWER POLE, 17 FEET SOUTH OF THE CENTER
 JB0527'OF A ROAD, 12 FEET EAST OF THE CENTER OF A
 JB0527'FIELD ENTRANCE, 2 FEET
 JB0527'EAST OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 JB0527'
 JB0527'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 JB0527
 JB0527                          STATION RECOVERY (1961)
 JB0527
 JB0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB0527'NO PICTURE POINT AVAILABLE.
 JB0527'
 JB0527'NO MEASUREMENT BETWEEN RMS, FENCE ON LINE.
 JB0527'
 JB0527'PREVIOUS VALUE.
 JB0527'
 JB0527'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JB0527'RECOVERED IN GOOD
 JB0527'CONDITION.  THE DISTANCE AND DIRECTION TO THE AZIMUTH MARK
 JB0527'CHECKED.  THE DIRECTION TO
 JB0527'REFERENCE MARK 1 CHECKED BUT THE DISTANCE
 JB0527'WAS FOUND TO BE 0.02 FOOT LONGER THAN
 JB0527'PREVIOUSLY MEASURED.  THE
 JB0527'DIRECTION TO REFERENCE MARK 2 WAS NOT CHECKED BECAUSE OF
 JB0527'A TREE ON LINE
 JB0527'AND THE DISTANCE WAS FOUND TO BE 0.06 FOOT LONGER THAN
 JB0527'PREVIOUSLY MEASURED.
 JB0527'
 JB0527'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 JB0527'
 JB0527'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 JB0527
 JB0527                          STATION RECOVERY (1961)
 JB0527
 JB0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0527'7.6 MI SE FROM WAYNE CITY.
 JB0527'ABOUT 7.0 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0527'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 0.6
 JB0527'MILE EAST ALONG A GRAVEL ROAD, 25 FEET NORTH OF THE CENTER OF THE
 JB0527'ROAD, 138 FEET NORTHEAST OF A POWER POLE WHICH IS THE SECOND POLE
 JB0527'EAST OF A POWER POLE WITH A TRANSFORMER, 65 FEET EAST OF A 30
 JB0527'INCH TRIANGLE BLAZED OAK TREE, 24.5 FEET WEST OF A 12 INCH
 JB0527'TRIANGLE BLAZED OAK TREE, 0.5 FOOT NORTH OF A FENCE, 76.6 FEET
 JB0527'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JB0527'SET IN THE TOP OF A CONCRETE POST ABOUT 15 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0525 ***********************************************************************
 JB0525  DESIGNATION -  CROUCH AZ MK
 JB0525  PID         -  JB0525
 JB0525  STATE/COUNTY-  IL/WAYNE
 JB0525  USGS QUAD   -  WAYNE CITY (1973)
 JB0525
 JB0525                         *CURRENT SURVEY CONTROL
 JB0525  ___________________________________________________________________
 JB0525* NAD 83(1986)-  38 15 47.     (N)    088 31 43.     (W)     SCALED    
 JB0525* NAVD 88     -       140.484  (meters)     460.90   (feet)  ADJUSTED  
 JB0525  ___________________________________________________________________
 JB0525  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB0525  DYNAMIC HT  -         140.394 (meters)     460.61  (feet)  COMP
 JB0525  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 JB0525
 JB0525  VERT ORDER  -  SECOND    CLASS 0
 JB0525
 JB0525.The horizontal coordinates were scaled from a topographic map and have
 JB0525.an estimated accuracy of +/- 6 seconds.
 JB0525
 JB0525.The orthometric height was determined by differential leveling
 JB0525.and adjusted by the National Geodetic Survey in June 1991..
 JB0525
 JB0525.The geoid height was determined by GEOID03.
 JB0525
 JB0525.The dynamic height is computed by dividing the NAVD 88
 JB0525.geopotential number by the normal gravity value computed on the
 JB0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0525.degrees latitude (g = 980.6199 gals.).
 JB0525
 JB0525.The modeled gravity was interpolated from observed gravity values.
 JB0525
 JB0525;                    North         East    Units  Estimated Accuracy
 JB0525;SPC IL E     -   177,190.      282,910.      MT  (+/- 180 meters Scaled)
 JB0525
 JB0525                          SUPERSEDED SURVEY CONTROL
 JB0525
 JB0525  NGVD 29 (??/??/92)  140.609  (m)          461.31   (f) ADJ UNCH    2 0
 JB0525
 JB0525.Superseded values are not recommended for survey control.
 JB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0525.See file dsdata.txt to determine how the superseded data were derived.
 JB0525
 JB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH662361(NAD 83)
 JB0525_MARKER: DZ = AZIMUTH MARK DISK
 JB0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0525_STAMPING: CROUCH 1961
 JB0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0525+STABILITY: SURFACE MOTION
 JB0525
 JB0525  HISTORY     - Date     Condition        Report By
 JB0525  HISTORY     - 1961     MONUMENTED       CGS
 JB0525
 JB0525                          STATION DESCRIPTION
 JB0525
 JB0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0525'7.5 MI SE FROM WAYNE CITY.
 JB0525'ABOUT 7.0 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0525'THE JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 0.5
 JB0525'MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.05 MILE EAST OF A FARM
 JB0525'HOUSE NORTH OF THE ROAD, AT A FIELD ENTRANCE SOUTH OF THE ROAD,
 JB0525'17 FEET SOUTH OF THE CENTER OF THE ROAD, 12.5 FEET EAST OF THE
 JB0525'CENTER OF THE FIELD ENTRANCE, 84 FEET WEST OF A POWER POLE WHICH
 JB0525'IS THE FIRST POLE EAST OF A POWER POLE WITH A TRANSFORMER, 1
 JB0525'FOOT NORTH OF A FENCE, 2.2 FEET EAST-NORTHEAST OF A METAL WITNESS
 JB0525'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB0525'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0528 ***********************************************************************
 JB0528  DESIGNATION -  CROUCH RM 1
 JB0528  PID         -  JB0528
 JB0528  STATE/COUNTY-  IL/WAYNE
 JB0528  USGS QUAD   -  WAYNE CITY (1973)
 JB0528
 JB0528                         *CURRENT SURVEY CONTROL
 JB0528  ___________________________________________________________________
 JB0528* NAD 83(1986)-  38 15 47.     (N)    088 31 34.     (W)     SCALED    
 JB0528* NAVD 88     -       141.470  (meters)     464.14   (feet)  ADJUSTED  
 JB0528  ___________________________________________________________________
 JB0528  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB0528  DYNAMIC HT  -         141.380 (meters)     463.84  (feet)  COMP
 JB0528  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JB0528
 JB0528  VERT ORDER  -  SECOND    CLASS 0
 JB0528
 JB0528.The horizontal coordinates were scaled from a topographic map and have
 JB0528.an estimated accuracy of +/- 6 seconds.
 JB0528
 JB0528.The orthometric height was determined by differential leveling
 JB0528.and adjusted by the National Geodetic Survey in June 1991..
 JB0528
 JB0528.The geoid height was determined by GEOID03.
 JB0528
 JB0528.The dynamic height is computed by dividing the NAVD 88
 JB0528.geopotential number by the normal gravity value computed on the
 JB0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0528.degrees latitude (g = 980.6199 gals.).
 JB0528
 JB0528.The modeled gravity was interpolated from observed gravity values.
 JB0528
 JB0528;                    North         East    Units  Estimated Accuracy
 JB0528;SPC IL E     -   177,190.      283,130.      MT  (+/- 180 meters Scaled)
 JB0528
 JB0528                          SUPERSEDED SURVEY CONTROL
 JB0528
 JB0528  NGVD 29 (??/??/92)  141.595  (m)          464.55   (f) ADJ UNCH    2 0
 JB0528
 JB0528.Superseded values are not recommended for survey control.
 JB0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0528.See file dsdata.txt to determine how the superseded data were derived.
 JB0528
 JB0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH664361(NAD 83)
 JB0528_MARKER: DR = REFERENCE MARK DISK
 JB0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0528_STAMPING: CROUCH NO 1 1961
 JB0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0528+STABILITY: SURFACE MOTION
 JB0528
 JB0528  HISTORY     - Date     Condition        Report By
 JB0528  HISTORY     - 1961     MONUMENTED       CGS
 JB0528
 JB0528                          STATION DESCRIPTION
 JB0528
 JB0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0528'7.6 MI SE FROM WAYNE CITY.
 JB0528'ABOUT 7.0 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0528'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 0.6 MILE
 JB0528'EAST ALONG A GRAVEL ROAD, 18 FEET SOUTH OF THE CENTER OF THE
 JB0528'ROAD, 198 FEET EAST OF A POWER POLE WHICH IS THE SECOND POLE EAST
 JB0528'OF A POWER POLE WITH A TRANSFORMER, 136 FEET EAST-SOUTHEAST OF A
 JB0528'30 INCH TRIANGLE BLAZED OAK TREE, 63 FEET SOUTHEAST OF A TRIANGLE
 JB0528'BLAZED 12 INCH OAK TREE, 0.5 FEET NORTH OF A FENCE, 78.2 FEET
 JB0528'SOUTHEAST OF TRAVERSE STATION CROUCH, 1.9 FEET EAST OF A METAL
 JB0528'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JB0528'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0526 ***********************************************************************
 JB0526  DESIGNATION -  CROUCH RM 2
 JB0526  PID         -  JB0526
 JB0526  STATE/COUNTY-  IL/WAYNE
 JB0526  USGS QUAD   -  WAYNE CITY (1973)
 JB0526
 JB0526                         *CURRENT SURVEY CONTROL
 JB0526  ___________________________________________________________________
 JB0526* NAD 83(1986)-  38 15 47.     (N)    088 31 34.     (W)     SCALED    
 JB0526* NAVD 88     -       141.728  (meters)     464.99   (feet)  ADJUSTED  
 JB0526  ___________________________________________________________________
 JB0526  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB0526  DYNAMIC HT  -         141.638 (meters)     464.69  (feet)  COMP
 JB0526  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JB0526
 JB0526  VERT ORDER  -  SECOND    CLASS 0
 JB0526
 JB0526.The horizontal coordinates were scaled from a topographic map and have
 JB0526.an estimated accuracy of +/- 6 seconds.
 JB0526
 JB0526.The orthometric height was determined by differential leveling
 JB0526.and adjusted by the National Geodetic Survey in June 1991..
 JB0526
 JB0526.The geoid height was determined by GEOID03.
 JB0526
 JB0526.The dynamic height is computed by dividing the NAVD 88
 JB0526.geopotential number by the normal gravity value computed on the
 JB0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0526.degrees latitude (g = 980.6199 gals.).
 JB0526
 JB0526.The modeled gravity was interpolated from observed gravity values.
 JB0526
 JB0526;                    North         East    Units  Estimated Accuracy
 JB0526;SPC IL E     -   177,190.      283,130.      MT  (+/- 180 meters Scaled)
 JB0526
 JB0526                          SUPERSEDED SURVEY CONTROL
 JB0526
 JB0526  NGVD 29 (??/??/92)  141.853  (m)          465.40   (f) ADJ UNCH    2 0
 JB0526
 JB0526.Superseded values are not recommended for survey control.
 JB0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0526.See file dsdata.txt to determine how the superseded data were derived.
 JB0526
 JB0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH664361(NAD 83)
 JB0526_MARKER: DR = REFERENCE MARK DISK
 JB0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0526_STAMPING: CROUCH NO 2 1961
 JB0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0526+STABILITY: SURFACE MOTION
 JB0526
 JB0526  HISTORY     - Date     Condition        Report By
 JB0526  HISTORY     - 1961     MONUMENTED       CGS
 JB0526
 JB0526                          STATION DESCRIPTION
 JB0526
 JB0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0526'7.6 MI SE FROM WAYNE CITY.
 JB0526'ABOUT 7.0 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0526'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 0.6 MILE
 JB0526'EAST ALONG A GRAVEL ROAD, 17 FEET SOUTH OF THE CENTER OF THE
 JB0526'ROAD, 29 FEET EAST OF A POWER POLE WHICH IS THE SECOND POLE EAST
 JB0526'OF A POWER POLE WITH A TRANSFORMER, 54 FEET SOUTHWEST OF A 30
 JB0526'INCH TRIANGLE BLAZED OAK TREE, 0.5 FOOT NORTH OF A FENCE, 111.0
 JB0526'FEET SOUTHWEST OF TRAVERSE STATION CROUCH, 167.5 FEET WEST OF A
 JB0526'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 JB0526'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1829 ***********************************************************************
 MF1829  DESIGNATION -  CROW CREEK IRS 1903
 MF1829  PID         -  MF1829
 MF1829  STATE/COUNTY-  IL/MARSHALL
 MF1829  USGS QUAD   -  LACON (1972)
 MF1829
 MF1829                         *CURRENT SURVEY CONTROL
 MF1829  ___________________________________________________________________
 MF1829* NAD 83(1986)-  41 04 43.     (N)    089 24 29.     (W)     SCALED    
 MF1829* NAVD 88     -       144.46   (+/-2cm)     473.9    (feet)  VERTCON   
 MF1829  ___________________________________________________________________
 MF1829  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1829
 MF1829  VERT ORDER  -  THIRD ? (See Below)
 MF1829
 MF1829.The horizontal coordinates were scaled from a topographic map and have
 MF1829.an estimated accuracy of +/- 6 seconds.
 MF1829
 MF1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1829.The vertical order pertains to the NGVD 29 superseded value.
 MF1829
 MF1829.The geoid height was determined by GEOID03.
 MF1829
 MF1829;                    North         East    Units  Estimated Accuracy
 MF1829;SPC IL W     -   490,030.      763,750.      MT  (+/- 180 meters Scaled)
 MF1829
 MF1829                          SUPERSEDED SURVEY CONTROL
 MF1829
 MF1829  NGVD 29 (07/19/86)  144.53   (m)          474.2    (f) LEVELING    3  
 MF1829
 MF1829.Superseded values are not recommended for survey control.
 MF1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1829.See file dsdata.txt to determine how the superseded data were derived.
 MF1829
 MF1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL977502(NAD 83)
 MF1829_MARKER: Z = SEE DESCRIPTION
 MF1829_SETTING: 0 = UNSPECIFIED SETTING
 MF1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1829
 MF1829  HISTORY     - Date     Condition        Report By
 MF1829  HISTORY     - 1903     MONUMENTED       IRC
 MF1829  HISTORY     - 1971     SEE DESCRIPTION  USGS
 MF1829  HISTORY     - 19981107 MARK NOT FOUND   USPSQD
 MF1829
 MF1829                          STATION DESCRIPTION
 MF1829
 MF1829'DESCRIBED BY ILLINOIS RIVER COMMISSION 1903
 MF1829'STATION IS MARKED BY STONE AND PIPE, ON SIDE OF RAILWAY CUT,
 MF1829'5 FEET E OF THE W RIGHT-OF-WAY FENCE LINE OF THE CHICAGO, ROCK
 MF1829'ISLAND AND PACIFIC RAILWAY.  257 FEET N OF THE POINT WHERE
 MF1829'RANGE LINE INTERSECTS AFORESAID RAILWAY FENCE LINE.  SITUATED IN
 MF1829'SEC. 30, T 13 N, R 9 E, WHITEFIELD TOWNSHIP.  850 FEETN OF
 MF1829'MILEPOST 131, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY.  A
 MF1829'TOWER 12 FEET HIGH WAS BUILT OVER THIS POINT.  THIS STATION
 MF1829'IS ALSO P.B.M. 64., MEMPHIS DATUM.
 MF1829
 MF1829                          STATION RECOVERY (1971)
 MF1829
 MF1829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHR)
 MF1829'BELIEVED DESTROYED BY HIGHWAY GRADING.
 MF1829
 MF1829                          STATION RECOVERY (1998)
 MF1829
 MF1829'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0148 ***********************************************************************
 NH0148  DESIGNATION -  CRYSTAL
 NH0148  PID         -  NH0148
 NH0148  STATE/COUNTY-  IL/MCHENRY
 NH0148  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0148
 NH0148                         *CURRENT SURVEY CONTROL
 NH0148  ___________________________________________________________________
 NH0148* NAD 83(1997)-  42 13 38.56558(N)    088 18 57.33808(W)     ADJUSTED  
 NH0148* NAVD 88     -       273.297  (meters)     896.64   (feet)  ADJUSTED  
 NH0148  ___________________________________________________________________
 NH0148  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 NH0148  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH0148  DYNAMIC HT  -         273.204 (meters)     896.34  (feet)  COMP
 NH0148  MODELED GRAV-     980,274.3   (mgal)                       NAVD 88
 NH0148
 NH0148  HORZ ORDER  -  THIRD
 NH0148  VERT ORDER  -  SECOND    CLASS 0
 NH0148
 NH0148.The horizontal coordinates were established by classical geodetic methods
 NH0148.and adjusted by the National Geodetic Survey in October 1999..
 NH0148
 NH0148.The orthometric height was determined by differential leveling
 NH0148.and adjusted by the National Geodetic Survey in June 1991..
 NH0148
 NH0148.Photographs are available for this station.
 NH0148
 NH0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0148
 NH0148.The geoid height was determined by GEOID03.
 NH0148
 NH0148.The dynamic height is computed by dividing the NAVD 88
 NH0148.geopotential number by the normal gravity value computed on the
 NH0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0148.degrees latitude (g = 980.6199 gals.).
 NH0148
 NH0148.The modeled gravity was interpolated from observed gravity values.
 NH0148
 NH0148;                    North         East     Units Scale Factor Converg.
 NH0148;SPC IL E     -   617,358.395   301,436.926   MT  0.99997503   +0 00 42.1
 NH0148;SPC IL E     - 2,025,450.00    988,964.31   sFT  0.99997503   +0 00 42.1
 NH0148;UTM  16      - 4,675,860.584   391,405.934   MT  0.99974510   -0 53 04.2
 NH0148
 NH0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0148!SPC IL E     -   0.99996244  x   0.99997503  =   0.99993747
 NH0148!UTM  16      -   0.99996244  x   0.99974510  =   0.99970755
 NH0148
 NH0148:                Primary Azimuth Mark                     Grid Az
 NH0148:SPC IL E     -  CRYSTAL AZ MK                            001 32 39.5
 NH0148:UTM  16      -  CRYSTAL AZ MK                            002 26 25.8
 NH0148
 NH0148|---------------------------------------------------------------------|
 NH0148| PID    Reference Object                     Distance      Geod. Az  |
 NH0148|                                                           dddmmss.s |
 NH0148| NH0146 CRYSTAL AZ MK                                      0013321.6 |
 NH0148| NH1084 CRYSTAL LAKE E MUNICIPAL TANK       APPROX. 1.8 KM 0211208.2 |
 NH0148| NH0147 CRYSTAL RM 1                         22.314 METERS 06455     |
 NH0148| NH0149 CRYSTAL RM 2                         31.620 METERS 17907     |
 NH0148|---------------------------------------------------------------------|
 NH0148
 NH0148                          SUPERSEDED SURVEY CONTROL
 NH0148
 NH0148  NAD 83(1997)-  42 13 38.56576(N)    088 18 57.34005(W) AD(       ) 3
 NH0148  NAD 83(1986)-  42 13 38.56611(N)    088 18 57.34916(W) AD(       ) 3
 NH0148  NAD 27      -  42 13 38.48490(N)    088 18 57.04500(W) AD(       ) 3
 NH0148  NGVD 29 (??/??/92)  273.344  (m)          896.80   (f) ADJ UNCH    2 0
 NH0148
 NH0148.Superseded values are not recommended for survey control.
 NH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0148.See file dsdata.txt to determine how the superseded data were derived.
 NH0148
 NH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9140675861(NAD 83)
 NH0148_MARKER: DS = TRIANGULATION STATION DISK
 NH0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0148_STAMPING: CRYSTAL 1954
 NH0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0148+STABILITY: SURFACE MOTION
 NH0148
 NH0148  HISTORY     - Date     Condition        Report By
 NH0148  HISTORY     - 1954     MONUMENTED       CGS
 NH0148  HISTORY     - 1960     GOOD             NGS
 NH0148  HISTORY     - 1966     GOOD             CGS
 NH0148  HISTORY     - 1989     GOOD             USPSQD
 NH0148  HISTORY     - 1989     GOOD             USPSQD
 NH0148  HISTORY     - 1990     GOOD             USPSQD
 NH0148  HISTORY     - 19940427 MARK NOT FOUND   USPSQD
 NH0148  HISTORY     - 20000802 MARK NOT FOUND   PATRIC
 NH0148
 NH0148                          STATION DESCRIPTION
 NH0148
 NH0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0148'STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF CRYSTAL LAKE AND
 NH0148'ABOUT 200 YARDS NORTH OF THE CENTER OF U.S. HIGHWAY 14.  IT IS
 NH0148'73 FEET WEST OF WHITE WITNESS POST, 41 FEET EAST OF THE
 NH0148'EAST RAIL OF RAILROAD TRACK AND 37 FEET WEST OF THE CENTER
 NH0148'OF MAIN STREET.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH0148'CRYSTAL 1954.
 NH0148'
 NH0148'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF MAIN
 NH0148'STREET, 27 FEET SOUTH OF A POWER LINE POLE AND 2 FEET NORTH
 NH0148'OF WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 NH0148'STAMPED CRYSTAL NO 1 1954.
 NH0148'
 NH0148'REFERENCE MARK NO. 2 IS 41 FEET EAST OF THE EAST RAIL OF
 NH0148'RAILROAD TRACK AND 37 FEET WEST OF THE CENTER OF MAIN STREET.
 NH0148'THE MARK IS FLUSH AND THE DISK IS STAMPED CRYSTAL NO 2 1954.
 NH0148'
 NH0148'AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF MAIN STREET,
 NH0148'4 FEET SOUTH OF A POWER LINE POLE, 2 FEET SOUTH OF WHITE
 NH0148'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK
 NH0148'PROJECTS 4 INCHES AND THE DISK IS STAMPED CRYSTAL 1954.
 NH0148'
 NH0148'TO REACH THE STATION FROM THE INTERSECTION OF WILLIAMS AND
 NH0148'MAIN STREET IN CRYSTAL LAKE GO SOUTH ON MAIN STREET FOR 0.85
 NH0148'MILE TO AZIMUTH ON LEFT AS DESCRIBED.  CONTINUE SOUTH FOR
 NH0148'0.3 MILE TO STATION ON RIGHT AS DESCRIBED.
 NH0148'
 NH0148'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH0148
 NH0148                          STATION RECOVERY (1960)
 NH0148
 NH0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0148'1.5 MI S FROM CRYSTAL LAKE.
 NH0148'ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0148'FROM THE CROSSING OF STATE HIGHWAY 176 AT CRYSTAL LAKE, 0.3 MILE
 NH0148'NORTH OF MILEPOLE 57, ABOUT 11 RAILS NORTH OF THE CROSSING OF
 NH0148'U.S. HIGHWAY 14, BETWEEN THE TRACK AND MAIN STREET, 10 FEET EAST
 NH0148'OF THE EAST RAIL OF THE EAST ONE OF TWO SIDE TRACKS, 37 FEET WEST
 NH0148'OF THE CENTER LINE OF MAIN STREET, 63 FEET SOUTH-SOUTHWEST OF THE
 NH0148'3RD. TELEPHONE POLE NORTH OF HIGHWAY 14, 40 1/2 FEET EAST OF AND
 NH0148'ACROSS THE SIDE TRACKS FROM THE EAST RAIL OF THE MAIN TRACK,
 NH0148'73 1/2 FEET SOUTHWEST OF AND ACROSS MAIN STREET FROM THE 3RD.
 NH0148'POWER LINE POLE NORTH OF HIGHWAY 14, 1 1/2 FEET SOUTH OF A STEEL
 NH0148'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 NH0148'SET IN TOP OF A CONCRETE POST 0.8 FOOT BELOW THE SURFACE OF THE
 NH0148'GROUND.
 NH0148
 NH0148                          STATION RECOVERY (1966)
 NH0148
 NH0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH0148'THE STATION MARK, REFERENCE MARKS, AZIMUTH MARK WERE RECOVERED
 NH0148'AS DESCRIBED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE
 NH0148'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 NH0148'
 NH0148'THE STATION MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST
 NH0148'AND 3 INCHES BELOW THE GROUNDS SURFACE.
 NH0148'
 NH0148'REFERENCE MARK 2 IS 3 INCHES BELOW THE GROUNDS SURFACE.
 NH0148'
 NH0148'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 NH0148
 NH0148                          STATION RECOVERY (1989)
 NH0148
 NH0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (REE)
 NH0148'RECOVERED IN GOOD CONDITION.
 NH0148
 NH0148                          STATION RECOVERY (1989)
 NH0148
 NH0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBD)
 NH0148'RECOVERED IN GOOD CONDITION.
 NH0148
 NH0148                          STATION RECOVERY (1990)
 NH0148
 NH0148'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0148'RECOVERED IN GOOD CONDITION.
 NH0148
 NH0148                          STATION RECOVERY (1994)
 NH0148
 NH0148'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0148'MARK NOT FOUND.
 NH0148
 NH0148                          STATION RECOVERY (2000)
 NH0148
 NH0148'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NH0148'DESTROYED DUE TO ROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0146 ***********************************************************************
 NH0146  DESIGNATION -  CRYSTAL AZ MK
 NH0146  PID         -  NH0146
 NH0146  STATE/COUNTY-  IL/MCHENRY
 NH0146  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0146
 NH0146                         *CURRENT SURVEY CONTROL
 NH0146  ___________________________________________________________________
 NH0146* NAD 83(1986)-  42 13 54.     (N)    088 18 55.     (W)     SCALED    
 NH0146* NAVD 88     -       277.284  (meters)     909.72   (feet)  ADJUSTED  
 NH0146  ___________________________________________________________________
 NH0146  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NH0146  DYNAMIC HT  -         277.190 (meters)     909.41  (feet)  COMP
 NH0146  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 NH0146
 NH0146  VERT ORDER  -  SECOND    CLASS 0
 NH0146
 NH0146.The horizontal coordinates were scaled from a topographic map and have
 NH0146.an estimated accuracy of +/- 6 seconds.
 NH0146
 NH0146.The orthometric height was determined by differential leveling
 NH0146.and adjusted by the National Geodetic Survey in June 1991..
 NH0146
 NH0146.The geoid height was determined by GEOID03.
 NH0146
 NH0146.The dynamic height is computed by dividing the NAVD 88
 NH0146.geopotential number by the normal gravity value computed on the
 NH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0146.degrees latitude (g = 980.6199 gals.).
 NH0146
 NH0146.The modeled gravity was interpolated from observed gravity values.
 NH0146
 NH0146;                    North         East    Units  Estimated Accuracy
 NH0146;SPC IL E     -   617,840.      301,490.      MT  (+/- 180 meters Scaled)
 NH0146
 NH0146                          SUPERSEDED SURVEY CONTROL
 NH0146
 NH0146  NGVD 29 (??/??/92)  277.331  (m)          909.88   (f) ADJ UNCH    2 0
 NH0146
 NH0146.Superseded values are not recommended for survey control.
 NH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0146.See file dsdata.txt to determine how the superseded data were derived.
 NH0146
 NH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM914763(NAD 83)
 NH0146_MARKER: DZ = AZIMUTH MARK DISK
 NH0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0146_STAMPING: CRYSTAL 1954
 NH0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0146+STABILITY: SURFACE MOTION
 NH0146
 NH0146  HISTORY     - Date     Condition        Report By
 NH0146  HISTORY     - 1954     MONUMENTED       CGS
 NH0146  HISTORY     - 1960     GOOD             NGS
 NH0146  HISTORY     - 19940427 MARK NOT FOUND   USPSQD
 NH0146
 NH0146                          STATION DESCRIPTION
 NH0146
 NH0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0146'1.2 MI S FROM CRYSTAL LAKE.
 NH0146'ABOUT 1.25 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 NH0146'RAILWAY FROM THE CROSSING OF STATE HIGHWAY 176 AT CRYSTAL LAKE,
 NH0146'0.45 MILE SOUTH OF MILEPOLE 58, 0.4 MILE NORTH OF THE CROSSING
 NH0146'OF U.S. HIGHWAY 14, 106 1/2 FEET EAST OF AND ACROSS MAIN STREET
 NH0146'FROM THE EAST RAIL OF THE MAIN TRACK, 30 FEET EAST OF THE CENTER
 NH0146'LINE OF MAIN STREET, 4 FEET SOUTH OF A POWER LINE POLE, 76 FEET
 NH0146'NORTH OF A T FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 2 FEET
 NH0146'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 NH0146'LEVEL OF MAIN STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING
 NH0146'2 INCHES.  ALSO ABOUT 0.75 MILE SOUTH OF THE OVERHEAD CROSSING
 NH0146'OF CHICAGO AND NORTH WESTERN RAILWAY TRACK LEADING NORTHWEST AND
 NH0146'SOUTHEAST AND CHICAGO AND NORTH WESTERN RAILWAY TRACK LEADING
 NH0146'NORTH AND SOUTH.
 NH0146
 NH0146                          STATION RECOVERY (1994)
 NH0146
 NH0146'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0142 ***********************************************************************
 NH0142  DESIGNATION -  CRYSTAL LAKE
 NH0142  PID         -  NH0142
 NH0142  STATE/COUNTY-  IL/MCHENRY
 NH0142  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0142
 NH0142                         *CURRENT SURVEY CONTROL
 NH0142  ___________________________________________________________________
 NH0142* NAD 83(1986)-  42 14 39.     (N)    088 18 56.     (W)     SCALED    
 NH0142* NAVD 88     -       284.624  (meters)     933.80   (feet)  ADJUSTED  
 NH0142  ___________________________________________________________________
 NH0142  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NH0142  DYNAMIC HT  -         284.528 (meters)     933.49  (feet)  COMP
 NH0142  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 NH0142
 NH0142  VERT ORDER  -  SECOND    CLASS 0
 NH0142
 NH0142.The horizontal coordinates were scaled from a topographic map and have
 NH0142.an estimated accuracy of +/- 6 seconds.
 NH0142
 NH0142.The orthometric height was determined by differential leveling
 NH0142.and adjusted by the National Geodetic Survey in June 1991..
 NH0142
 NH0142.The geoid height was determined by GEOID03.
 NH0142
 NH0142.The dynamic height is computed by dividing the NAVD 88
 NH0142.geopotential number by the normal gravity value computed on the
 NH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0142.degrees latitude (g = 980.6199 gals.).
 NH0142
 NH0142.The modeled gravity was interpolated from observed gravity values.
 NH0142
 NH0142;                    North         East    Units  Estimated Accuracy
 NH0142;SPC IL E     -   619,220.      301,470.      MT  (+/- 180 meters Scaled)
 NH0142
 NH0142                          SUPERSEDED SURVEY CONTROL
 NH0142
 NH0142  NGVD 29 (??/??/92)  284.670  (m)          933.95   (f) ADJ UNCH    2 0
 NH0142
 NH0142.Superseded values are not recommended for survey control.
 NH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0142.See file dsdata.txt to determine how the superseded data were derived.
 NH0142
 NH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM914777(NAD 83)
 NH0142_MARKER: DB = BENCH MARK DISK
 NH0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0142_SP_SET: BUILDING
 NH0142_STAMPING: 933.902 CRYSTAL LAKE 1934
 NH0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0142+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 NH0142
 NH0142  HISTORY     - Date     Condition        Report By
 NH0142  HISTORY     - 1934     MONUMENTED       CGS
 NH0142  HISTORY     - 1960     GOOD             NGS
 NH0142  HISTORY     - 1987     GOOD             USPSQD
 NH0142  HISTORY     - 19910518 GOOD             USPSQD
 NH0142  HISTORY     - 19950429 GOOD             USPSQD
 NH0142  HISTORY     - 20041113 GOOD             USPSQD
 NH0142
 NH0142                          STATION DESCRIPTION
 NH0142
 NH0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0142'AT CRYSTAL LAKE.
 NH0142'AT CRYSTAL LAKE, AT THE JUNCTION OF MAIN AND BEARDSLEY STREET,
 NH0142'SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER OF CITY
 NH0142'HALL, 12 FEET EAST OF THE EAST CURB LINE OF MAIN STREET, 21 FEET
 NH0142'SOUTH OF THE SOUTH CURB LINE OF BEARDSLEY STREET, 1 FOOT SOUTH
 NH0142'OF THE NORTHWEST (SLOPING) CORNER, AND 3 FEET ABOVE THE LEVEL
 NH0142'OF THE SIDEWALK.
 NH0142
 NH0142                          STATION RECOVERY (1987)
 NH0142
 NH0142'RECOVERY NOTE BY US POWER SQUADRON 1987 (PAM)
 NH0142'RECOVERED IN GOOD CONDITION.
 NH0142
 NH0142                          STATION RECOVERY (1991)
 NH0142
 NH0142'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NH0142'RECOVERED IN GOOD CONDITION.
 NH0142
 NH0142                          STATION RECOVERY (1995)
 NH0142
 NH0142'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0142'RECOVERED IN GOOD CONDITION.
 NH0142
 NH0142                          STATION RECOVERY (2004)
 NH0142
 NH0142'RECOVERY NOTE BY US POWER SQUADRON 2004 (RES)
 NH0142'THE BUILDING THAT HAS THE BENCHMARK IS THE FORMER CITY HALL.  THE
 NH0142'DESCRIPTION OF THIS BENCHMARK SHOULD REFLECT THE CHANGE IN NAME FROM
 NH0142'CITY HALL TO FORMER CITY HALL.
 NH0142'THE GEODETIC MARKER IS STAMPED 1934-ELEVATION 933.902 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2949 ***********************************************************************
 AJ2949  DESIGNATION -  CRYSTAL LAKE 1
 AJ2949  PID         -  AJ2949
 AJ2949  STATE/COUNTY-  IL/MCHENRY
 AJ2949  USGS QUAD   -  CRYSTAL LAKE (1992)
 AJ2949
 AJ2949                         *CURRENT SURVEY CONTROL
 AJ2949  ___________________________________________________________________
 AJ2949* NAD 83(1997)-  42 12 17.37162(N)    088 21 31.00720(W)     ADJUSTED  
 AJ2949* NAVD 88     -       268.9    (meters)     882.     (feet)  GPS OBS   
 AJ2949  ___________________________________________________________________
 AJ2949  X           -     135,539.625 (meters)                     COMP
 AJ2949  Y           -  -4,729,978.024 (meters)                     COMP
 AJ2949  Z           -   4,262,641.925 (meters)                     COMP
 AJ2949  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AJ2949  ELLIP HEIGHT-         235.22  (meters)          (02/03/05) GPS OBS
 AJ2949  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AJ2949
 AJ2949  HORZ ORDER  -  FIRST
 AJ2949  ELLP ORDER  -  FOURTH    CLASS II
 AJ2949
 AJ2949.The horizontal coordinates were established by GPS observations
 AJ2949.and adjusted by the National Geodetic Survey in April 2001..
 AJ2949
 AJ2949.The orthometric height was determined by GPS observations and a
 AJ2949.high-resolution geoid model.
 AJ2949
 AJ2949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2949
 AJ2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2949
 AJ2949.The ellipsoidal height was determined by GPS observations
 AJ2949.and is referenced to NAD 83.
 AJ2949
 AJ2949.The geoid height was determined by GEOID03.
 AJ2949
 AJ2949;                    North         East     Units Scale Factor Converg.
 AJ2949;SPC IL E     -   614,853.393   297,912.333   MT  0.99997505   -0 01 01.1
 AJ2949;SPC IL E     - 2,017,231.51    977,400.71   sFT  0.99997505   -0 01 01.1
 AJ2949;UTM  16      - 4,673,411.555   387,843.403   MT  0.99975478   -0 54 46.0
 AJ2949
 AJ2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2949!SPC IL E     -   0.99996311  x   0.99997505  =   0.99993816
 AJ2949!UTM  16      -   0.99996311  x   0.99975478  =   0.99971790
 AJ2949
 AJ2949                          SUPERSEDED SURVEY CONTROL
 AJ2949
 AJ2949  ELLIP H (04/24/01)  235.25   (m)                       GP(       ) 4 1
 AJ2949
 AJ2949.Superseded values are not recommended for survey control.
 AJ2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2949.See file dsdata.txt to determine how the superseded data were derived.
 AJ2949
 AJ2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8784373412(NAD 83)
 AJ2949_MARKER: I = METAL ROD
 AJ2949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2949_STAMPING: CRYSTAL LAKE-1
 AJ2949_MARK LOGO: IL2100
 AJ2949_PROJECTION: FLUSH
 AJ2949_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2949+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AJ2949_ROD/PIPE-DEPTH:  6.1 meters
 AJ2949_SLEEVE-DEPTH  :  0.9 meters
 AJ2949
 AJ2949  HISTORY     - Date     Condition        Report By
 AJ2949  HISTORY     - 20000926 MONUMENTED       SECI
 AJ2949
 AJ2949                          STATION DESCRIPTION
 AJ2949
 AJ2949'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2949'STATION IS LOCATED WITHIN THE CITY LIMITS OF CRYSTAL LAKE IN SECTION
 AJ2949'13, T43N, R7E.  TO REACH FROM THE JUNCTION OF IL RT 31 AND JAMES
 AJ2949'RAKOW RD, PROCEED WEST ON JAMES RAKOW RD 2.75 MI TO ACKMAN RD,
 AJ2949'THEN PROCEED WEST ON ACKMAN RD 1.1 MI TO THE STATION LOCATED IN
 AJ2949'THE NORTHEAST CORNER OF INTERSECTION OF ACKMAN RD AND
 AJ2949'AMBERWOOD DR.  STATION IS 127 FT NORTH OF ACKMAN RD
 AJ2949'CENTERLINE, 175 FT EAST OF CENTERLINE OF AMBERWOOD DR,  215 FT
 AJ2949'SOUTH OF A FLARED END CULVERT SECTION,  113.5 FT NORTH OF THE
 AJ2949'ACKMAN RD EDGE OF PAVEMENT, 111.8 FT SOUTH OF THREE QUARTER INCH
 AJ2949'IRON BAR LOCATED IN THE NORTHEAST CORNER OF LOT 1, 77.6 FT
 AJ2949'SOUTHWEST OF THE SOUTHWEST CORNER OF THE DETENTION POND, 19.6
 AJ2949'FT SOUTHEAST OF THREE QUARTER INCH IRON BAR LOCATED IN THE
 AJ2949'SOUTHEAST CORNER OF LOT 1, 112 FT EAST OF SUBDIVISION SIGN, 109 FT
 AJ2949'SOUTH OF UTILITY BOX,  AND 2.0 FT SOUTH OF AN ORANGE FIBERGLASS
 AJ2949'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2949'CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2949'PHYSICAL TIES. (WB)
 AJ2949' 
 AJ2949' 
 AJ2949'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2959 ***********************************************************************
 AJ2959  DESIGNATION -  CRYSTAL LAKE 2A
 AJ2959  PID         -  AJ2959
 AJ2959  STATE/COUNTY-  IL/MCHENRY
 AJ2959  USGS QUAD   -  CRYSTAL LAKE (1992)
 AJ2959
 AJ2959                         *CURRENT SURVEY CONTROL
 AJ2959  ___________________________________________________________________
 AJ2959* NAD 83(1997)-  42 14 36.36645(N)    088 18 58.48040(W)     ADJUSTED  
 AJ2959* NAVD 88     -       283.0    (meters)     928.     (feet)  GPS OBS   
 AJ2959  ___________________________________________________________________
 AJ2959  X           -     138,952.882 (meters)                     COMP
 AJ2959  Y           -  -4,727,005.800 (meters)                     COMP
 AJ2959  Z           -   4,265,827.241 (meters)                     COMP
 AJ2959  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AJ2959  ELLIP HEIGHT-         249.12  (meters)          (02/03/05) GPS OBS
 AJ2959  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AJ2959
 AJ2959  HORZ ORDER  -  FIRST
 AJ2959  ELLP ORDER  -  FOURTH    CLASS II
 AJ2959
 AJ2959.The horizontal coordinates were established by GPS observations
 AJ2959.and adjusted by the National Geodetic Survey in April 2001..
 AJ2959
 AJ2959.The orthometric height was determined by GPS observations and a
 AJ2959.high-resolution geoid model.
 AJ2959
 AJ2959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2959
 AJ2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2959
 AJ2959.The ellipsoidal height was determined by GPS observations
 AJ2959.and is referenced to NAD 83.
 AJ2959
 AJ2959.The geoid height was determined by GEOID03.
 AJ2959
 AJ2959;                    North         East     Units Scale Factor Converg.
 AJ2959;SPC IL E     -   619,141.789   301,410.374   MT  0.99997502   +0 00 41.4
 AJ2959;SPC IL E     - 2,031,301.02    988,877.20   sFT  0.99997502   +0 00 41.4
 AJ2959;UTM  16      - 4,677,643.765   391,407.283   MT  0.99974510   -0 53 05.9
 AJ2959
 AJ2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2959!SPC IL E     -   0.99996093  x   0.99997502  =   0.99993595
 AJ2959!UTM  16      -   0.99996093  x   0.99974510  =   0.99970604
 AJ2959
 AJ2959:                Primary Azimuth Mark                     Grid Az
 AJ2959:SPC IL E     -  CRYSTAL LAKE 2B                          176 59 03.0
 AJ2959:UTM  16      -  CRYSTAL LAKE 2B                          177 52 50.3
 AJ2959
 AJ2959|---------------------------------------------------------------------|
 AJ2959| PID    Reference Object                     Distance      Geod. Az  |
 AJ2959|                                                           dddmmss.s |
 AJ2959| AJ2956 CRYSTAL LAKE 2B                     APPROX. 0.6 KM 1765944.4 |
 AJ2959|---------------------------------------------------------------------|
 AJ2959
 AJ2959                          SUPERSEDED SURVEY CONTROL
 AJ2959
 AJ2959  ELLIP H (04/24/01)  249.15   (m)                       GP(       ) 4 1
 AJ2959
 AJ2959.Superseded values are not recommended for survey control.
 AJ2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2959.See file dsdata.txt to determine how the superseded data were derived.
 AJ2959
 AJ2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9140777644(NAD 83)
 AJ2959_MARKER: I = METAL ROD
 AJ2959_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2959+WITH SETTING: INFORMATION.
 AJ2959_STAMPING: CRYSTAL LAKE-2A
 AJ2959_MARK LOGO: IL2100
 AJ2959_PROJECTION: FLUSH
 AJ2959_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2959+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 AJ2959_ROD/PIPE-DEPTH:  2.4 meters
 AJ2959_SLEEVE-DEPTH  :  0.9 meters
 AJ2959
 AJ2959  HISTORY     - Date     Condition        Report By
 AJ2959  HISTORY     - 20000725 MONUMENTED       SECI
 AJ2959
 AJ2959                          STATION DESCRIPTION
 AJ2959
 AJ2959'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2959'STATION IS LOCATED WITHIN THE CITY LIMITS OF CRYSTAL
 AJ2959'LAKE IN SECTION 32, T44N, R8E.  TO REACH FROM THE
 AJ2959'JUNCTION OF IL RT 176 AND MAIN ST PROCEED SOUTH ON MAIN ST 0.3 MI TO
 AJ2959'THE STATION LOCATED IN THE NORTHWEST CORNER OF INTERSECTION OF
 AJ2959'MAIN ST AND WOODSTOCK ST. STATION IS  36 FT WEST OF CENTERLINE OF
 AJ2959'MAIN ST AND 48 FT NORTH OF CENTERLINE OF WOODSTOCK ST.  STATION IS
 AJ2959'300 FT EAST OF THE METRA TRAIN STATION, 80 FT SOUTH OF THE RAILROAD
 AJ2959'TRACKS, 29 FT NORTHEAST OF AN INLET, 23 FT NORTHEAST OF A MANHOLE,
 AJ2959'23 FT NORTH OF THE BACK OF CURB OF WOODSTOCK ST, 13 FT WEST OF THE
 AJ2959'BACK OF CURB OF MAIN ST, 10 FT WEST OF A TRAFFIC SIGNAL HANDHOLE, 2.5
 AJ2959'FT WEST OF THE CONCRETE SIDEWALK, AND 9.0 FT EAST OF AN ORANGE
 AJ2959'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2959'INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  THE ROD WAS
 AJ2959'DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2959'PHYSICAL TIES. (WB)
 AJ2959' 
 AJ2959' 
 AJ2959' 
 AJ2959'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2956 ***********************************************************************
 AJ2956  DESIGNATION -  CRYSTAL LAKE 2B
 AJ2956  PID         -  AJ2956
 AJ2956  STATE/COUNTY-  IL/MCHENRY
 AJ2956  USGS QUAD   -  CRYSTAL LAKE (1992)
 AJ2956
 AJ2956                         *CURRENT SURVEY CONTROL
 AJ2956  ___________________________________________________________________
 AJ2956* NAD 83(1997)-  42 14 18.30313(N)    088 18 57.20461(W)     ADJUSTED  
 AJ2956* NAVD 88     -       280.0    (meters)     919.     (feet)  GPS OBS   
 AJ2956  ___________________________________________________________________
 AJ2956  X           -     138,993.068 (meters)                     COMP
 AJ2956  Y           -  -4,727,377.306 (meters)                     COMP
 AJ2956  Z           -   4,265,412.647 (meters)                     COMP
 AJ2956  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AJ2956  ELLIP HEIGHT-         246.20  (meters)          (02/03/05) GPS OBS
 AJ2956  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AJ2956
 AJ2956  HORZ ORDER  -  FIRST
 AJ2956  ELLP ORDER  -  FOURTH    CLASS II
 AJ2956
 AJ2956.The horizontal coordinates were established by GPS observations
 AJ2956.and adjusted by the National Geodetic Survey in April 2001..
 AJ2956
 AJ2956.The orthometric height was determined by GPS observations and a
 AJ2956.high-resolution geoid model.
 AJ2956
 AJ2956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2956
 AJ2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2956
 AJ2956.The ellipsoidal height was determined by GPS observations
 AJ2956.and is referenced to NAD 83.
 AJ2956
 AJ2956.The geoid height was determined by GEOID03.
 AJ2956
 AJ2956;                    North         East     Units Scale Factor Converg.
 AJ2956;SPC IL E     -   618,584.465   301,439.736   MT  0.99997503   +0 00 42.2
 AJ2956;SPC IL E     - 2,029,472.53    988,973.53   sFT  0.99997503   +0 00 42.2
 AJ2956;UTM  16      - 4,677,086.178   391,427.917   MT  0.99974504   -0 53 04.7
 AJ2956
 AJ2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2956!SPC IL E     -   0.99996139  x   0.99997503  =   0.99993642
 AJ2956!UTM  16      -   0.99996139  x   0.99974504  =   0.99970644
 AJ2956
 AJ2956:                Primary Azimuth Mark                     Grid Az
 AJ2956:SPC IL E     -  CRYSTAL LAKE 2A                          356 59 03.1
 AJ2956:UTM  16      -  CRYSTAL LAKE 2A                          357 52 50.0
 AJ2956
 AJ2956|---------------------------------------------------------------------|
 AJ2956| PID    Reference Object                     Distance      Geod. Az  |
 AJ2956|                                                           dddmmss.s |
 AJ2956| AJ2959 CRYSTAL LAKE 2A                     APPROX. 0.6 KM 3565945.3 |
 AJ2956|---------------------------------------------------------------------|
 AJ2956
 AJ2956                          SUPERSEDED SURVEY CONTROL
 AJ2956
 AJ2956  ELLIP H (04/24/01)  246.24   (m)                       GP(       ) 4 1
 AJ2956
 AJ2956.Superseded values are not recommended for survey control.
 AJ2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2956.See file dsdata.txt to determine how the superseded data were derived.
 AJ2956
 AJ2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9142877086(NAD 83)
 AJ2956_MARKER: I = METAL ROD
 AJ2956_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2956+WITH SETTING: INFORMATION.
 AJ2956_STAMPING: CRYSTAL LAKE-2B
 AJ2956_MARK LOGO: SECI  
 AJ2956_PROJECTION: FLUSH
 AJ2956_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2956+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 AJ2956_ROD/PIPE-DEPTH:  1.2 meters
 AJ2956_SLEEVE-DEPTH  :  0.9 meters
 AJ2956
 AJ2956  HISTORY     - Date     Condition        Report By
 AJ2956  HISTORY     - 20000725 MONUMENTED       SECI
 AJ2956
 AJ2956                          STATION DESCRIPTION
 AJ2956
 AJ2956'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2956'STATION IS LOCATED WITHIN THE CITY LIMITS OF CRYSTAL LAKE IN SECTION
 AJ2956'4, T43N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 176 AND MAIN ST
 AJ2956'PROCEED SOUTH ON MAIN ST 0.7 MI TO THE STATION LOCATED 20 FT EAST
 AJ2956'OF CENTERLINE OF MAIN ST NORTHBOUND.  STATION IS LOCATED 0.2 MI
 AJ2956'SOUTH OF CRYSTAL LAKE AVE, 92 FT NORTH OF CENTERLINE OF ENTRANCE
 AJ2956'TO G AND M (ADDRESS 400), 103 FT SOUTH OF CENTERLINE OF  BITUMINOUS
 AJ2956'DRIVE, 80 FT SOUTH OF POWERPOLE (PP), 51 FT NORTH OF PP, 107 FT
 AJ2956'SOUTHWEST OF PP, 71 FT SOUTH OF MANHOLE, 55 FT NORTH-NORTHEAST
 AJ2956'OF LIGHTPOLE, 8 FT EAST OF BACK OF CURB OF MAIN ST, AND 51 FT NORTH
 AJ2956'OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2956'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.25 FT BELOW CAP.  THE ROD
 AJ2956'WAS DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2956'PHYSICAL TIES. (WB)
 AJ2956' 
 AJ2956' 
 AJ2956'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1089 ***********************************************************************
 NH1089  DESIGNATION -  CRYSTAL LAKE CEN MUNICIPAL TK
 NH1089  PID         -  NH1089
 NH1089  STATE/COUNTY-  IL/MCHENRY
 NH1089  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1089
 NH1089                         *CURRENT SURVEY CONTROL
 NH1089  ___________________________________________________________________
 NH1089* NAD 83(1997)-  42 14 17.37782(N)    088 19 31.72839(W)     ADJUSTED  
 NH1089* NAVD 88     -                                                        
 NH1089  ___________________________________________________________________
 NH1089  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 NH1089  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NH1089
 NH1089  HORZ ORDER  -  THIRD
 NH1089
 NH1089.The horizontal coordinates were established by classical geodetic methods
 NH1089.and adjusted by the National Geodetic Survey in October 1999..
 NH1089
 NH1089
 NH1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1089
 NH1089.The geoid height was determined by GEOID03.
 NH1089
 NH1089;                    North         East     Units Scale Factor Converg.
 NH1089;SPC IL E     -   618,555.798   300,648.198   MT  0.99997501   +0 00 19.0
 NH1089;SPC IL E     - 2,029,378.48    986,376.63   sFT  0.99997501   +0 00 19.0
 NH1089;UTM  16      - 4,677,069.901   390,636.208   MT  0.99974716   -0 53 27.9
 NH1089
 NH1089                          SUPERSEDED SURVEY CONTROL
 NH1089
 NH1089  NAD 83(1997)-  42 14 17.37766(N)    088 19 31.72797(W) AD(       ) 4
 NH1089  NAD 83(1986)-  42 14 17.37777(N)    088 19 31.73599(W) AD(       ) 4
 NH1089  NAD 27      -  42 14 17.30000(N)    088 19 31.40000(W) AD(       ) 3
 NH1089
 NH1089.Superseded values are not recommended for survey control.
 NH1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1089.See file dsdata.txt to determine how the superseded data were derived.
 NH1089
 NH1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9063677070(NAD 83)
 NH1089_MARKER: 53 = ELEVATED TANK
 NH1089
 NH1089  HISTORY     - Date     Condition        Report By
 NH1089  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1089  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NH1089  HISTORY     - 19910518 GOOD             USPSQD
 NH1089  HISTORY     - 19950429 GOOD             USPSQD
 NH1089  HISTORY     - 20041113 MARK NOT FOUND   USPSQD
 NH1089
 NH1089                          STATION DESCRIPTION
 NH1089
 NH1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1089'THIS STATION IS THE TALL SQUAT BLACK MUNICIPAL TANK IN THE
 NH1089'CENTRAL PART OF THE TOWN OF CRYSTAL LAKE, ILLINOIS.  IT IS
 NH1089'LOCATED ABOUT 55 FEET SOUTH OF THE CENTER-LINE OF W. FRANKLIN
 NH1089'AVENUE, AND ABOUT 140 FEET WEST OF THE CENTERLINE OF COLLEGE
 NH1089'ST.  THE TANK WAS ERECTED IN 1912.  IT IS QUITE PROMINENT.
 NH1089'
 NH1089'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 NH1089'OVAL SECTION EXTENDS DOWNWARD ABOUT 12 FEET.  THE VERTICAL
 NH1089'SECTION IS ABOUT 25 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 NH1089'ITS BASE, AND THE WORDS CRYSTAL LAKE PAINTED IN WHITE LETTERS
 NH1089'IN THE EAST AND WEST SIDES.  THE FLAT CONICAL ROOF HAS A BALL
 NH1089'AT ITS APEX AND THE WORDS CRYSTAL LAKE PAINTED IN WHITE
 NH1089'LETTERS ON THE NORTH AND SOUTH SIDES.  THE TOTAL HEIGHT IS
 NH1089'ABOUT 120 FEET.
 NH1089
 NH1089                          STATION RECOVERY (1966)
 NH1089
 NH1089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1089'THE TANK HAS BEEN TORN DOWN AND A PUMPING STATION PUT IN ITS
 NH1089'PLACE.
 NH1089
 NH1089                          STATION RECOVERY (1991)
 NH1089
 NH1089'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NH1089'RECOVERED IN GOOD CONDITION.
 NH1089
 NH1089                          STATION RECOVERY (1995)
 NH1089
 NH1089'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1089'RECOVERED IN GOOD CONDITION.
 NH1089
 NH1089                          STATION RECOVERY (2004)
 NH1089
 NH1089'RECOVERY NOTE BY US POWER SQUADRON 2004 (VMR)
 NH1089'NOW JUST A PARKING LOT ACROSS FROM THE SCHOOL. TANK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1084 ***********************************************************************
 NH1084  DESIGNATION -  CRYSTAL LAKE E MUNICIPAL TANK
 NH1084  PID         -  NH1084
 NH1084  STATE/COUNTY-  IL/MCHENRY
 NH1084  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1084
 NH1084                         *CURRENT SURVEY CONTROL
 NH1084  ___________________________________________________________________
 NH1084* NAD 83(1997)-  42 14 32.37534(N)    088 18 29.24514(W)     ADJUSTED  
 NH1084* NAVD 88     -                                                        
 NH1084  ___________________________________________________________________
 NH1084  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 NH1084  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NH1084
 NH1084  HORZ ORDER  -  THIRD
 NH1084
 NH1084.The horizontal coordinates were established by classical geodetic methods
 NH1084.and adjusted by the National Geodetic Survey in October 1999..
 NH1084
 NH1084
 NH1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1084
 NH1084.The geoid height was determined by GEOID03.
 NH1084
 NH1084;                    North         East     Units Scale Factor Converg.
 NH1084;SPC IL E     -   619,018.812   302,080.646   MT  0.99997505   +0 01 01.0
 NH1084;SPC IL E     - 2,030,897.55    991,076.25   sFT  0.99997505   +0 01 01.0
 NH1084;UTM  16      - 4,677,510.348   392,075.395   MT  0.99974332   -0 52 46.2
 NH1084
 NH1084                          SUPERSEDED SURVEY CONTROL
 NH1084
 NH1084  NAD 83(1997)-  42 14 32.37585(N)    088 18 29.24686(W) AD(       ) 4
 NH1084  NAD 83(1986)-  42 14 32.37605(N)    088 18 29.25619(W) AD(       ) 4
 NH1084  NAD 27      -  42 14 32.29800(N)    088 18 28.95000(W) AD(       ) 3
 NH1084
 NH1084.Superseded values are not recommended for survey control.
 NH1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1084.See file dsdata.txt to determine how the superseded data were derived.
 NH1084
 NH1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9207577510(NAD 83)
 NH1084_MARKER: 53 = ELEVATED TANK
 NH1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1084+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 NH1084
 NH1084  HISTORY     - Date     Condition        Report By
 NH1084  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1084  HISTORY     - 1966     GOOD             CGS
 NH1084  HISTORY     - 19910508 GOOD             USPSQD
 NH1084  HISTORY     - 19950429 GOOD             USPSQD
 NH1084  HISTORY     - 20041113 GOOD             USPSQD
 NH1084
 NH1084                          STATION DESCRIPTION
 NH1084
 NH1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1084'STATION IS THE CENTER OF THE TOP OF THE EAST MUNICIPAL WATER
 NH1084'TANK, LOCATED 125 FEET EAST OF MORGAN STREET AND 70 FEET
 NH1084'SOUTH OF POPLAR STREET IN THE EAST SECTION OF CRYSTAL LAKE.
 NH1084'IT IS A STEEL TANK, SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE,
 NH1084'IS ABOUT 125 FEET IN HEIGHT OVER-ALL AND IS PAINTED SILVER.
 NH1084
 NH1084                          STATION RECOVERY (1966)
 NH1084
 NH1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1084'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 NH1084'TIME.  THE TANK IS NOW PAINTED MIST BLUE WITH THE LEGEND
 NH1084'CRYSTAL LAKE PAINTED IN BLACK LETTERS ON THE NORTH AND SOUTH
 NH1084'SIDES.
 NH1084
 NH1084                          STATION RECOVERY (1991)
 NH1084
 NH1084'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NH1084'RECOVERED IN GOOD CONDITION.
 NH1084
 NH1084                          STATION RECOVERY (1995)
 NH1084
 NH1084'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1084'RECOVERED IN GOOD CONDITION.
 NH1084
 NH1084                          STATION RECOVERY (2004)
 NH1084
 NH1084'RECOVERY NOTE BY US POWER SQUADRON 2004 (VMR)
 NH1084'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1086 ***********************************************************************
 NH1086  DESIGNATION -  CRYSTAL LAKE SCHRAM GRNHSE STK
 NH1086  PID         -  NH1086
 NH1086  STATE/COUNTY-  IL/MCHENRY
 NH1086  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1086
 NH1086                         *CURRENT SURVEY CONTROL
 NH1086  ___________________________________________________________________
 NH1086* NAD 83(1997)-  42 14 32.76285(N)    088 19 37.70400(W)     ADJUSTED  
 NH1086* NAVD 88     -                                                        
 NH1086  ___________________________________________________________________
 NH1086  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 NH1086  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NH1086
 NH1086  HORZ ORDER  -  THIRD
 NH1086
 NH1086.The horizontal coordinates were established by classical geodetic methods
 NH1086.and adjusted by the National Geodetic Survey in October 1999..
 NH1086
 NH1086
 NH1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1086
 NH1086.The geoid height was determined by GEOID03.
 NH1086
 NH1086;                    North         East     Units Scale Factor Converg.
 NH1086;SPC IL E     -   619,030.480   300,511.157   MT  0.99997500   +0 00 15.0
 NH1086;SPC IL E     - 2,030,935.83    985,927.02   sFT  0.99997500   +0 00 15.0
 NH1086;UTM  16      - 4,677,546.560   390,506.641   MT  0.99974751   -0 53 32.2
 NH1086
 NH1086                          SUPERSEDED SURVEY CONTROL
 NH1086
 NH1086  NAD 83(1997)-  42 14 32.76269(N)    088 19 37.70359(W) AD(       ) 4
 NH1086  NAD 83(1986)-  42 14 32.76280(N)    088 19 37.71156(W) AD(       ) 4
 NH1086  NAD 27      -  42 14 32.68000(N)    088 19 37.38000(W) AD(       ) 3
 NH1086
 NH1086.Superseded values are not recommended for survey control.
 NH1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1086.See file dsdata.txt to determine how the superseded data were derived.
 NH1086
 NH1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9050777547(NAD 83)
 NH1086_MARKER: 63 = STACK
 NH1086
 NH1086  HISTORY     - Date     Condition        Report By
 NH1086  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1086  HISTORY     - 1966     GOOD             CGS
 NH1086  HISTORY     - 19910508 GOOD             USPSQD
 NH1086  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 NH1086  HISTORY     - 20030427 MARK NOT FOUND   USPSQD
 NH1086
 NH1086                          STATION DESCRIPTION
 NH1086
 NH1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1086'THIS STATION IS THE STACK AT SCHRAMS GREENHOUSES, IN THE NORTHWESTERN
 NH1086'PART OF THE TOWN OF CRYSTAL LAKE, ILLINOIS.  IT IS LOCATED
 NH1086'ON THE NORTH SIDE OF THE GREENHOUSES, ABOUT 0.15 MILE NORTH
 NH1086'OF CRYSTAL LAKE AVENUE, AND ABOUT 0.3 MILE WEST OF ELMHURST
 NH1086'AVENUE.  THE STACK WAS ERECTED IN 1923.  IT IS NOT VERY
 NH1086'PROMINENT.
 NH1086'
 NH1086'THE STACK IS A RED BRICK STRUCTURE ABOUT 14 FEET IN DIAMETER
 NH1086'AT THE BASE, ABOUT 8 FEET IN DIAMETER AT THE TOP, AND ABOUT
 NH1086'150 FEET HIGH.  IT HAS A COLLAR AT THE TOP.
 NH1086
 NH1086                          STATION RECOVERY (1966)
 NH1086
 NH1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1086'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1086'CONDITION AT THIS TIME.
 NH1086
 NH1086                          STATION RECOVERY (1991)
 NH1086
 NH1086'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NH1086'RECOVERED IN GOOD CONDITION.
 NH1086
 NH1086                          STATION RECOVERY (1995)
 NH1086
 NH1086'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1086'MARK NOT FOUND.
 NH1086
 NH1086                          STATION RECOVERY (2003)
 NH1086
 NH1086'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 NH1086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0147 ***********************************************************************
 NH0147  DESIGNATION -  CRYSTAL RM 1
 NH0147  PID         -  NH0147
 NH0147  STATE/COUNTY-  IL/MCHENRY
 NH0147  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0147
 NH0147                         *CURRENT SURVEY CONTROL
 NH0147  ___________________________________________________________________
 NH0147* NAD 83(1986)-  42 13 38.     (N)    088 18 57.     (W)     SCALED    
 NH0147* NAVD 88     -       273.410  (meters)     897.01   (feet)  ADJUSTED  
 NH0147  ___________________________________________________________________
 NH0147  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH0147  DYNAMIC HT  -         273.317 (meters)     896.71  (feet)  COMP
 NH0147  MODELED GRAV-     980,274.3   (mgal)                       NAVD 88
 NH0147
 NH0147  VERT ORDER  -  SECOND    CLASS 0
 NH0147
 NH0147.The horizontal coordinates were scaled from a topographic map and have
 NH0147.an estimated accuracy of +/- 6 seconds.
 NH0147
 NH0147.The orthometric height was determined by differential leveling
 NH0147.and adjusted by the National Geodetic Survey in June 1991..
 NH0147
 NH0147.The geoid height was determined by GEOID03.
 NH0147
 NH0147.The dynamic height is computed by dividing the NAVD 88
 NH0147.geopotential number by the normal gravity value computed on the
 NH0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0147.degrees latitude (g = 980.6199 gals.).
 NH0147
 NH0147.The modeled gravity was interpolated from observed gravity values.
 NH0147
 NH0147;                    North         East    Units  Estimated Accuracy
 NH0147;SPC IL E     -   617,340.      301,450.      MT  (+/- 180 meters Scaled)
 NH0147
 NH0147                          SUPERSEDED SURVEY CONTROL
 NH0147
 NH0147  NGVD 29 (??/??/92)  273.450  (m)          897.14   (f) ADJ UNCH    2 0
 NH0147
 NH0147.Superseded values are not recommended for survey control.
 NH0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0147.See file dsdata.txt to determine how the superseded data were derived.
 NH0147
 NH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM914758(NAD 83)
 NH0147_MARKER: DR = REFERENCE MARK DISK
 NH0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0147_STAMPING: CRYSTAL NO 1 1954
 NH0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0147+STABILITY: SURFACE MOTION
 NH0147
 NH0147  HISTORY     - Date     Condition        Report By
 NH0147  HISTORY     - 1954     MONUMENTED       CGS
 NH0147  HISTORY     - 1960     GOOD             NGS
 NH0147  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NH0147  HISTORY     - 19940427 MARK NOT FOUND   USPSQD
 NH0147
 NH0147                          STATION DESCRIPTION
 NH0147
 NH0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0147'1.5 MI S FROM CRYSTAL LAKE.
 NH0147'ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0147'FROM THE CROSSING OF STATE HIGHWAY 176 AT CRYSTAL LAKE, 73.2 FEET
 NH0147'NORTHEAST OF AND ACROSS MAIN STREET FROM TRIANGULATION STATION
 NH0147'CRYSTAL, DESCRIBED, 29 1/2 FEET EAST OF THE CENTER LINE OF MAIN
 NH0147'STREET, 2 FEET SOUTH OF THE 3RD. POWER LINE POLE NORTH OF THE
 NH0147'CROSSING OF U.S. HIGHWAY 14, 1 FOOT WEST OF A FENCE LINE, 2 FEET
 NH0147'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH MAIN
 NH0147'STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 NH0147
 NH0147                          STATION RECOVERY (1990)
 NH0147
 NH0147'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0147'MARK NOT FOUND.
 NH0147
 NH0147                          STATION RECOVERY (1994)
 NH0147
 NH0147'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0149 ***********************************************************************
 NH0149  DESIGNATION -  CRYSTAL RM 2
 NH0149  PID         -  NH0149
 NH0149  STATE/COUNTY-  IL/MCHENRY
 NH0149  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0149
 NH0149                         *CURRENT SURVEY CONTROL
 NH0149  ___________________________________________________________________
 NH0149* NAD 83(1986)-  42 13 38.     (N)    088 18 57.     (W)     SCALED    
 NH0149* NAVD 88     -       273.319  (meters)     896.71   (feet)  ADJUSTED  
 NH0149  ___________________________________________________________________
 NH0149  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH0149  DYNAMIC HT  -         273.226 (meters)     896.41  (feet)  COMP
 NH0149  MODELED GRAV-     980,274.3   (mgal)                       NAVD 88
 NH0149
 NH0149  VERT ORDER  -  SECOND    CLASS 0
 NH0149
 NH0149.The horizontal coordinates were scaled from a topographic map and have
 NH0149.an estimated accuracy of +/- 6 seconds.
 NH0149
 NH0149.The orthometric height was determined by differential leveling
 NH0149.and adjusted by the National Geodetic Survey in June 1991..
 NH0149
 NH0149.The geoid height was determined by GEOID03.
 NH0149
 NH0149.The dynamic height is computed by dividing the NAVD 88
 NH0149.geopotential number by the normal gravity value computed on the
 NH0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0149.degrees latitude (g = 980.6199 gals.).
 NH0149
 NH0149.The modeled gravity was interpolated from observed gravity values.
 NH0149
 NH0149;                    North         East    Units  Estimated Accuracy
 NH0149;SPC IL E     -   617,340.      301,450.      MT  (+/- 180 meters Scaled)
 NH0149
 NH0149                          SUPERSEDED SURVEY CONTROL
 NH0149
 NH0149  NGVD 29 (??/??/92)  273.366  (m)          896.87   (f) ADJ UNCH    2 0
 NH0149
 NH0149.Superseded values are not recommended for survey control.
 NH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0149.See file dsdata.txt to determine how the superseded data were derived.
 NH0149
 NH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM914758(NAD 83)
 NH0149_MARKER: DR = REFERENCE MARK DISK
 NH0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0149_STAMPING: CRYSTAL NO 2 1954
 NH0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0149+STABILITY: SURFACE MOTION
 NH0149
 NH0149  HISTORY     - Date     Condition        Report By
 NH0149  HISTORY     - 1954     MONUMENTED       CGS
 NH0149  HISTORY     - 1960     GOOD             NGS
 NH0149  HISTORY     - 19940427 MARK NOT FOUND   USPSQD
 NH0149
 NH0149                          STATION DESCRIPTION
 NH0149
 NH0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0149'1.5 MI S FROM CRYSTAL LAKE.
 NH0149'ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0149'FROM THE CROSSING OF STATE HIGHWAY 176 AT CRYSTAL LAKE, 103.7 FEET
 NH0149'SOUTH OF TRIANGULATION STATION CRYSTAL, DESCRIBED, 36 1/2 FEET
 NH0149'WEST OF THE CENTER LINE OF MAIN STREET, 17 FEET EAST OF THE EAST
 NH0149'RAIL OF THE EAST ONE OF TWO SIDE TRACKS, 36 FEET NORTHWEST OF
 NH0149'THE 2ND. TELEPHONE POLE NORTH OF HIGHWAY 14, ABOUT LEVEL WITH
 NH0149'MAIN STREET, AND SET IN TOP OF A CONCRETE POST 0.8 FOOT BELOW
 NH0149'THE SURFACE OF THE GROUND.
 NH0149
 NH0149                          STATION RECOVERY (1994)
 NH0149
 NH0149'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0295 ***********************************************************************
 LD0295  DESIGNATION -  CUBA
 LD0295  PID         -  LD0295
 LD0295  STATE/COUNTY-  IL/FULTON
 LD0295  USGS QUAD   -  LEWISTOWN (1979)
 LD0295
 LD0295                         *CURRENT SURVEY CONTROL
 LD0295  ___________________________________________________________________
 LD0295* NAD 83(1986)-  40 29 35.     (N)    090 11 45.     (W)     SCALED    
 LD0295* NAVD 88     -       208.728  (meters)     684.80   (feet)  ADJUSTED  
 LD0295  ___________________________________________________________________
 LD0295  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0295  DYNAMIC HT  -         208.626 (meters)     684.47  (feet)  COMP
 LD0295  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LD0295
 LD0295  VERT ORDER  -  SECOND    CLASS 0
 LD0295
 LD0295.The horizontal coordinates were scaled from a topographic map and have
 LD0295.an estimated accuracy of +/- 6 seconds.
 LD0295
 LD0295.The orthometric height was determined by differential leveling
 LD0295.and adjusted by the National Geodetic Survey in June 1991..
 LD0295
 LD0295.The geoid height was determined by GEOID03.
 LD0295
 LD0295.The dynamic height is computed by dividing the NAVD 88
 LD0295.geopotential number by the normal gravity value computed on the
 LD0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0295.degrees latitude (g = 980.6199 gals.).
 LD0295
 LD0295.The modeled gravity was interpolated from observed gravity values.
 LD0295
 LD0295;                    North         East    Units  Estimated Accuracy
 LD0295;SPC IL W     -   424,730.      697,530.      MT  (+/- 180 meters Scaled)
 LD0295
 LD0295                          SUPERSEDED SURVEY CONTROL
 LD0295
 LD0295  NGVD 29 (??/??/92)  208.809  (m)          685.07   (f) ADJ UNCH    2 0
 LD0295
 LD0295.Superseded values are not recommended for survey control.
 LD0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0295.See file dsdata.txt to determine how the superseded data were derived.
 LD0295
 LD0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE376862(NAD 83)
 LD0295_MARKER: DB = BENCH MARK DISK
 LD0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0295_SP_SET: OLD CANNON LIMESTONE BASE
 LD0295_STAMPING: CUBA 1935
 LD0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0295
 LD0295  HISTORY     - Date     Condition        Report By
 LD0295  HISTORY     - 1935     MONUMENTED       CGS
 LD0295
 LD0295                          STATION DESCRIPTION
 LD0295
 LD0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0295'AT CUBA.
 LD0295'AT CUBA, FULTON COUNTY, AT THE NORTHWEST CORNER OF THE CITY PARK,
 LD0295'12 FEET EAST OF THE WEST STREET CURB, IN THE TOP OF THE NORTHWEST
 LD0295'CORNER OF THE LIMESTONE BASE ON AN OLD CANNON, AND 2 FEET HIGHER
 LD0295'THAN THE STREET.  A STANDARD DISK, STAMPED CUBA 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0732 ***********************************************************************
 LD0732  DESIGNATION -  CUBA MUNICIPAL TANK
 LD0732  PID         -  LD0732
 LD0732  STATE/COUNTY-  IL/FULTON
 LD0732  USGS QUAD   -  LEWISTOWN (1979)
 LD0732
 LD0732                         *CURRENT SURVEY CONTROL
 LD0732  ___________________________________________________________________
 LD0732* NAD 83(1997)-  40 29 44.21196(N)    090 11 43.69526(W)     ADJUSTED  
 LD0732* NAVD 88     -                                                        
 LD0732  ___________________________________________________________________
 LD0732  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 LD0732  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0732
 LD0732  HORZ ORDER  -  THIRD
 LD0732
 LD0732.The horizontal coordinates were established by classical geodetic methods
 LD0732.and adjusted by the National Geodetic Survey in October 1999..
 LD0732
 LD0732
 LD0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0732
 LD0732.The geoid height was determined by GEOID03.
 LD0732
 LD0732;                    North         East     Units Scale Factor Converg.
 LD0732;SPC IL W     -   425,017.688   697,558.314   MT  0.99994125   -0 01 07.3
 LD0732;SPC IL W     - 1,394,412.20  2,288,572.57   sFT  0.99994125   -0 01 07.3
 LD0732;UTM  15      - 4,486,546.909   737,669.084   MT  1.00029536   +1 49 19.5
 LD0732
 LD0732                          SUPERSEDED SURVEY CONTROL
 LD0732
 LD0732  NAD 83(1997)-  40 29 44.22029(N)    090 11 43.69087(W) AD(       ) 4
 LD0732  NAD 83(1986)-  40 29 44.21619(N)    090 11 43.68956(W) AD(       ) 4
 LD0732  NAD 27      -  40 29 44.07000(N)    090 11 43.25000(W) AD(       ) 3
 LD0732
 LD0732.Superseded values are not recommended for survey control.
 LD0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0732.See file dsdata.txt to determine how the superseded data were derived.
 LD0732
 LD0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE3766986547(NAD 83)
 LD0732_MARKER: 53 = ELEVATED TANK
 LD0732
 LD0732  HISTORY     - Date     Condition        Report By
 LD0732  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0732
 LD0732                          STATION DESCRIPTION
 LD0732
 LD0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0732'THIS STATION IS THE BLACK MUNICIPAL TANK IN THE VILLAGE OF
 LD0732'CUBA, LOCATED IN THE NORTHERN PART OF THE TOWN, ABOUT 90 FEET
 LD0732'E OF THE CENTER LINE OF WASHINGTON STREET, AND ABOUT 115 FEET
 LD0732'S OF THE S RAIL OF THE TOLEDA, PEORIA AND WESTON RAILROAD,
 LD0732'IN SEC. 17, SW 1/4, T 6 N, R 2 E.  THE TANK WAS ERECTED IN
 LD0732'1914 AND IS VERY PROMINENT.
 LD0732'
 LD0732'THE TALL SQUAT TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.
 LD0732'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 6 FEET.  THE VERTICAL
 LD0732'SECTION IS ABOUT 15 FEET HIGH AND HAS A CATWALK AND RAIL AROUND
 LD0732'ITS BASE.  THE FLAT CONICAL ROOF HAS A BALL AT ITS APEX.
 LD0732'TOTAL HEIGHT IS ABOUT 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1083 ***********************************************************************
 NH1083  DESIGNATION -  CUBA NW BASE
 NH1083  PID         -  NH1083
 NH1083  STATE/COUNTY-  IL/LAKE
 NH1083  USGS QUAD   -  BARRINGTON (1983)
 NH1083
 NH1083                         *CURRENT SURVEY CONTROL
 NH1083  ___________________________________________________________________
 NH1083* NAD 83(1997)-  42 11 00.95222(N)    088 11 29.09565(W)     ADJUSTED  
 NH1083* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 NH1083  ___________________________________________________________________
 NH1083  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NH1083  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1083
 NH1083  HORZ ORDER  -  SECOND
 NH1083
 NH1083.The horizontal coordinates were established by classical geodetic methods
 NH1083.and adjusted by the National Geodetic Survey in October 1999..
 NH1083
 NH1083.The orthometric height was scaled from a topographic map.
 NH1083
 NH1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1083
 NH1083.The geoid height was determined by GEOID03.
 NH1083
 NH1083;                    North         East     Units Scale Factor Converg.
 NH1083;SPC IL E     -   612,504.992   311,723.853   MT  0.99997669   +0 05 43.1
 NH1083;SPC IL E     - 2,009,526.79  1,022,714.01   sFT  0.99997669   +0 05 43.1
 NH1083;UTM  16      - 4,670,848.170   401,613.236   MT  0.99971910   -0 48 00.4
 NH1083
 NH1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1083!SPC IL E     -   0.99996689  x   0.99997669  =   0.99994358
 NH1083!UTM  16      -   0.99996689  x   0.99971910  =   0.99968600
 NH1083
 NH1083:                Primary Azimuth Mark                     Grid Az
 NH1083:SPC IL E     -  WAUCONDA MUNICIPAL TANK                  026 43 56.5
 NH1083:UTM  16      -  WAUCONDA MUNICIPAL TANK                  027 37 40.0
 NH1083
 NH1083|---------------------------------------------------------------------|
 NH1083| PID    Reference Object                     Distance      Geod. Az  |
 NH1083|                                                           dddmmss.s |
 NH1083| NH1050 WAUCONDA MUNICIPAL TANK             APPROX. 9.4 KM 0264939.6 |
 NH1083| NH1063 LAKE ZURICH MUNICIPAL TANK          APPROX. 8.1 KM 0801708.8 |
 NH1083| NH1062 LAKE ZURICH ATT MICROWAVE TWR       APPROX. 8.2 KM 0863229.7 |
 NH1083| CI8473 CUBA NW BASE AZ MK                                 1222419.5 |
 NH1083| NH1078 BARRINGTON METH CH SPIRE            APPROX. 5.8 KM 1272426.9 |
 NH1083| NH1082 BARRINGTON N MUN STANDPIPE          APPROX. 6.3 KM 1323129.6 |
 NH1083| NH1081 BARRINGTON S MUN STANDPIPE          APPROX. 6.3 KM 1323824.0 |
 NH1083| CI8474 CUBA NW BASE RM 1                    29.150 METERS 14615     |
 NH1083| CI8475 CUBA NW BASE RM 2                    30.114 METERS 21556     |
 NH1083| NH1085 CARY CURTISS FARM WATER TANK        APPROX. 5.5 KM 2913247.0 |
 NH1083| NH1079 FOX RIVER GROVE MUNICIPAL TANK      APPROX. 2.5 KM 2983952.1 |
 NH1083|---------------------------------------------------------------------|
 NH1083
 NH1083                          SUPERSEDED SURVEY CONTROL
 NH1083
 NH1083  NAD 83(1997)-  42 11 00.95218(N)    088 11 29.09642(W) AD(       ) 2
 NH1083  NAD 83(1986)-  42 11 00.95373(N)    088 11 29.10755(W) AD(       ) 2
 NH1083  NAD 27      -  42 11 00.86530(N)    088 11 28.81920(W) AD(       ) 2
 NH1083
 NH1083.Superseded values are not recommended for survey control.
 NH1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1083.See file dsdata.txt to determine how the superseded data were derived.
 NH1083
 NH1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0161370848(NAD 83)
 NH1083_MARKER: DS = TRIANGULATION STATION DISK
 NH1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1083
 NH1083  HISTORY     - Date     Condition        Report By
 NH1083  HISTORY     - 1954     MONUMENTED       CGS
 NH1083  HISTORY     - 1960     GOOD             ILHD
 NH1083  HISTORY     - 1966     GOOD             CGS
 NH1083  HISTORY     - 1977     GOOD             ILDT
 NH1083  HISTORY     - 19950429 GOOD             USPSQD
 NH1083
 NH1083                          STATION DESCRIPTION
 NH1083
 NH1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1083'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF BARRINGTON AND
 NH1083'2 MILES SOUTHEAST OF FOX RIVER GROVE, NEAR A CROSSROADS
 NH1083'KNOWN LOCALLY AS LITTLE CUBA.  IT IS 129 FEET WEST OF THE
 NH1083'INTERSECTION OF U.S. HIGHWAY 14 AND KELSEY ROAD, 46 FEET
 NH1083'NORTHEAST OF THE MOST NORTHERLY RAIL OF THE C. AND N.W. RAILROAD
 NH1083'TRACKS, 34 FEET NORTHWEST OF A POWER LINE POLE, 26 FEET
 NH1083'SOUTHEAST OF A 14 INCH ASH TREE, AND 12 FEET NORTHEAST OF
 NH1083'A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 NH1083'STAMPED CUBA NW BASE 1954.
 NH1083'
 NH1083'REFERENCE MARK NO. 1 IS 39 FEET SOUTHEAST OF A TELEPHONE
 NH1083'POLE, 18 FEET NORTHWEST OF THE CENTER OF KELSEY ROAD, 16
 NH1083'FEET NORTHEAST OF THE MOST NORTHERLY RAIL OF THE TRACKS AND
 NH1083'6 FEET NORTHWEST OF A CROSSING SIGNAL.  THE MARK IS FLUSH
 NH1083'AND THE DISK IS STAMPED CUBA NW BASE NO 1 1954.
 NH1083'
 NH1083'REFERENCE MARK NO. 2 IS ACROSS THE TRACKS FROM THE STATION,
 NH1083'62 FEET SOUTHEAST OF A TELEPHONE POLE, 30 FEET NORTHWEST OF
 NH1083'A POWER LINE POLE AND 29 FEET SOUTH OF THE MOST SOUTHERLY
 NH1083'RAIL.  THE MARK IS FLUSH AND THE DISK IS STAMPED CUBA NW
 NH1083'BASE NO 2 1954.
 NH1083'
 NH1083'AZIMUTH MARK IS 67 FEET NORTHEAST OF THE CENTER OF THE WEST
 NH1083'BOUND LANE OF U.S. HIGHWAY 14, 51 FEET SOUTHEAST OF A POWER LINE
 NH1083'POLE, 16 FEET SOUTHWEST OF AN 18 INCH OAK TREE AND 2 FEET
 NH1083'WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 NH1083'DISK IS STAMPED CUBA NW BASE 1954.
 NH1083'
 NH1083'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH1083'59 IN BARRINGTON, GO NORTHWEST ON U.S. HIGHWAY 14 FOR 2.3 MILES
 NH1083'TO THE AZIMUTH MARK ON THE RIGHT JUST AFTER PASSING A SIDE
 NH1083'ROAD RIGHT (CUBA ROAD) CONTINUE NORTHWEST ON HIGHWAY 14 FOR
 NH1083'0.9 MILE TO THE INTERSECTION WITH KELSEY ROAD AND THE STATION
 NH1083'ON THE LEFT, SOUTHWEST SIDE OF HIGHWAY AS DESCRIBED.
 NH1083'
 NH1083'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 NH1083
 NH1083                          STATION RECOVERY (1960)
 NH1083
 NH1083'RECOVERY NOTE BY IL HIGHWAY DEPT 1960
 NH1083'STATION AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.
 NH1083'DESCRIPTION ADEQUATE.
 NH1083
 NH1083                          STATION RECOVERY (1966)
 NH1083
 NH1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1083'THE STATION MARK, REFERENCE MARKS, AZIMUTH MARK WERE RECOVERED
 NH1083'AS DESCRIBED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE
 NH1083'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 NH1083'
 NH1083'THE STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST AND
 NH1083'5 INCHES BELOW THE SURFACE OF THE GROUND.
 NH1083'
 NH1083'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 NH1083'
 NH1083'REFERENCE MARK 1 IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 NH1083
 NH1083                          STATION RECOVERY (1977)
 NH1083
 NH1083'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977 (RIL)
 NH1083'CUBA NW BASE 1954 RECOVERED GOOD.
 NH1083'
 NH1083'CUBA NW BASE NO 1 1954 RECOVERED GOOD.
 NH1083'
 NH1083'CUBA NW BASE NO 2 RECOVERED GOOD.
 NH1083'
 NH1083'CUBA N.W. BASE 1954 (AZI) RECOVERED GOOD.
 NH1083'
 NH1083'IN THE DESCRIPTION FOR THE AZIMUTH MARK.  SHOULD READ 30 FEET WEST
 NH1083'OF A WHITE WITNESS POST.
 NH1083'
 NH1083'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI. S.E. OF FOX RIVER
 NH1083'GROVE.
 NH1083
 NH1083                          STATION RECOVERY (1995)
 NH1083
 NH1083'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1059 ***********************************************************************
 NH1059  DESIGNATION -  CUBA SE BASE
 NH1059  PID         -  NH1059
 NH1059  STATE/COUNTY-  IL/COOK
 NH1059  USGS QUAD   -  LAKE ZURICH (1993)
 NH1059
 NH1059                         *CURRENT SURVEY CONTROL
 NH1059  ___________________________________________________________________
 NH1059* NAD 83(1997)-  42 08 33.43652(N)    088 06 43.04653(W)     ADJUSTED  
 NH1059* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 NH1059  ___________________________________________________________________
 NH1059  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NH1059  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH1059
 NH1059  HORZ ORDER  -  SECOND
 NH1059
 NH1059.The horizontal coordinates were established by classical geodetic methods
 NH1059.and adjusted by the National Geodetic Survey in October 1999..
 NH1059
 NH1059.The orthometric height was scaled from a topographic map.
 NH1059
 NH1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1059
 NH1059.The geoid height was determined by GEOID03.
 NH1059
 NH1059;                    North         East     Units Scale Factor Converg.
 NH1059;SPC IL E     -   607,967.543   318,299.702   MT  0.99997912   +0 08 54.7
 NH1059;SPC IL E     - 1,994,640.18  1,044,288.27   sFT  0.99997912   +0 08 54.7
 NH1059;UTM  16      - 4,666,209.790   408,115.671   MT  0.99970388   -0 44 46.1
 NH1059
 NH1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1059!SPC IL E     -   0.99996390  x   0.99997912  =   0.99994302
 NH1059!UTM  16      -   0.99996390  x   0.99970388  =   0.99966779
 NH1059
 NH1059|---------------------------------------------------------------------|
 NH1059| PID    Reference Object                     Distance      Geod. Az  |
 NH1059|                                                           dddmmss.s |
 NH1059| CI8477 CUBA SE BASE RM 1                    28.532 METERS 00758     |
 NH1059| CI8479 CUBA SE BASE RM 3                    19.523 METERS 13307     |
 NH1059| NH1081 BARRINGTON S MUN STANDPIPE          APPROX. 2.0 KM 2785125.4 |
 NH1059| CI8478 CUBA SE BASE RM 2                    28.782 METERS 30019     |
 NH1059| CI8476 CUBA SE BASE AZ MK                                 3073945.4 |
 NH1059|---------------------------------------------------------------------|
 NH1059
 NH1059                          SUPERSEDED SURVEY CONTROL
 NH1059
 NH1059  NAD 83(1997)-  42 08 33.43644(N)    088 06 43.04719(W) AD(       ) 2
 NH1059  NAD 83(1986)-  42 08 33.43850(N)    088 06 43.05869(W) AD(       ) 2
 NH1059  NAD 27      -  42 08 33.34410(N)    088 06 42.78350(W) AD(       ) 2
 NH1059
 NH1059.Superseded values are not recommended for survey control.
 NH1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1059.See file dsdata.txt to determine how the superseded data were derived.
 NH1059
 NH1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0811666210(NAD 83)
 NH1059_MARKER: DS = TRIANGULATION STATION DISK
 NH1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1059
 NH1059  HISTORY     - Date     Condition        Report By
 NH1059  HISTORY     - 1954     MONUMENTED       CGS
 NH1059  HISTORY     - 1966     GOOD             CGS
 NH1059  HISTORY     - 1971     GOOD             ILHD
 NH1059  HISTORY     - 1977     GOOD             ILDT
 NH1059  HISTORY     - 1990     GOOD             USPSQD
 NH1059
 NH1059                          STATION DESCRIPTION
 NH1059
 NH1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1059'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF BARRINGTON
 NH1059'AND ABOUT 6 MILES NORTHWEST OF PALATINE.  IT IS 44 FEET
 NH1059'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 14, 39 FEET NORTHEAST
 NH1059'OF THE EAST RAIL OF RAILROAD TRACK AND 2 FEET NORTH OF A
 NH1059'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1059'CUBA SE BASE 1954.
 NH1059'
 NH1059'REFERENCE MARK NO. 1 IS 68 FEET SOUTHEAST OF A POWER LINE
 NH1059'POLE, 37 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 14
 NH1059'AND 1 FOOT SOUTHWEST OF A FENCE LINE.  THE MARK IS FLUSH
 NH1059'AND THE DISK IS STAMPED CUBA SE BASE NO 1 1954.
 NH1059'
 NH1059'REFERENCE MARK NO. 2 IS 53 FEET SOUTHWEST OF THE CENTER
 NH1059'OF U.S. HIGHWAY 14, 41 FEET SOUTH OF A TELEPHONE POLE AND
 NH1059'32 FEET EAST OF THE EAST RAIL OF RAILROAD TRACK.  THE MARK
 NH1059'IS FLUSH AND THE DISK IS STAMPED CUBA SE BASE NO 2 1954.
 NH1059'
 NH1059'AZIMUTH MARK IS 38 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 NH1059'14, 3 FEET EAST OF A POWER LINE POLE, 2 FEET SOUTH OF A
 NH1059'FENCE LINE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 NH1059'IS FLUSH AND THE DISK IS STAMPED CUBA SE BASE 1954.
 NH1059'
 NH1059'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NH1059'59-63 AND U.S. HIGHWAY 14 IN BARRINGTON GO EAST AND SOUTHEAST
 NH1059'ON HIGHWAY 14 FOR 1.7 MILES TO AZIMUTH MARK ON LEFT AS
 NH1059'DESCRIBED.  CONTINUE SOUTHEAST ON HIGHWAY 14 FOR 0.3 MILE
 NH1059'TO STATION ON RIGHT AS DESCRIBED.
 NH1059'
 NH1059'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1059
 NH1059                          STATION RECOVERY (1966)
 NH1059
 NH1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1059'STATION, AZIMUTH MARK, REFERENCE MARK 2 WERE RECOVERED AND
 NH1059'FOUND IN GOOD CONDITION AT THIS TIME.  REFERENCE MARK 1 WAS
 NH1059'NOT FOUND AND IS ASSUMED LOST.  THE DISTANCE AND DIRECTION
 NH1059'TO REFERENCE MARK 2 CHECKED.  DUE TO VARIOUS CHANGES A NEW
 NH1059'DESCRIPTION FOLLOWS.  AND R.M. 3 SET.
 NH1059'
 NH1059'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF BARRINGTON AND
 NH1059'ON ROAD RIGHT-OF-WAY.  IT IS 44 FEET SOUTHWEST OF THE CENTERLINE
 NH1059'OF U.S. HIGHWAY 14, 39 FEET NORTHEAST OF THE NORTHEAST RAIL
 NH1059'OF A RAILROAD TRACK, 31 FEET WEST OF AN 8 INCH ELM TREE AND 1
 NH1059'FOOT NORTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS
 NH1059'FLUSH AND THE DISK IS STAMPED CUBA SE BASE 1954.
 NH1059'
 NH1059'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 NH1059'AND STATE HIGHWAY 59 AT THE NORTH EDGE OF BARRINGTON, GO
 NH1059'SOUTHEAST ON HIGHWAY 14 FOR 1.7 MILES TO THE SOUTHWEST EDGE
 NH1059'OF A GOLF COURSE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NH1059'SOUTHEAST ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON THE
 NH1059'RIGHT.
 NH1059'
 NH1059'REFERENCE MARK 2 IS 95 FEET NORTHWEST OF THE WITNESS POST,
 NH1059'53 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 32
 NH1059'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACK.
 NH1059'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED CUBA SE BASE
 NH1059'NO 2 1954.
 NH1059'
 NH1059'REFERENCE MARK 3 IS 34 FEET SOUTHEAST OF THE TREE, 30 FEET
 NH1059'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACK AND
 NH1059'1 FOOT NORTHWEST OF A POWER POLE.  THE MONUMENT IS FLUSH
 NH1059'AND THE DISK IS STAMPED CUBA SE BASE 1954 NO 3 1966.
 NH1059'
 NH1059'THE AZIMUTH MARK IS 38 FEET NORTHEAST OF THE CENTERLINE OF
 NH1059'THE HIGHWAY, 22 FEET SOUTHWEST OF A 36 INCH OAK TREE, 5 FEET
 NH1059'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER AND AT THE SOUTHWEST
 NH1059'EDGE OF THE GOLF COURSE.  THE MONUMENT IS FLUSH AND THE DISK
 NH1059'IS STAMPED CUBA SE BASE 1954.
 NH1059'
 NH1059'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1059'
 NH1059'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2
 NH1059'MILES SOUTHEAST OF BARRINGTON
 NH1059
 NH1059                          STATION RECOVERY (1971)
 NH1059
 NH1059'RECOVERY NOTE BY IL HIGHWAY DEPT 1971 (DR)
 NH1059'CUBA SE BASE 1954-GOOD
 NH1059'
 NH1059'CUBA SE BASE NO 2 1954-GOOD
 NH1059'
 NH1059'CUBA SE BASE 1954 NO 3 1966-GOOD
 NH1059'
 NH1059'CUBA SE BASE 1954-GOOD AZI-MK
 NH1059'
 NH1059'ALL MARKS WERE FOUND AS DESCRIBED IN 1954 AND 1966.  THE FOLLOWING
 NH1059'CHANGES SHOULD BE MADE.  R.M. 3 IS NOW 5 FT. NORTHWEST OF
 NH1059'A POWER POLE (A NEW POLE HAS BEEN SET).  THE AZIMUTH MARK IS
 NH1059'NOW 1 FT. SE OF A LARGE POWER POLE AND 1 FT. N.W. OF A METAL
 NH1059'WITNESS POST.
 NH1059
 NH1059                          STATION RECOVERY (1977)
 NH1059
 NH1059'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977 (RIL)
 NH1059'CUBA S.E. BASE 1954 RECOVERED GOOD.
 NH1059'
 NH1059'CUBA S.E. BASE NO 2 1954 RECOVERED GOOD.
 NH1059'
 NH1059'CUBA S.E. BASE NO 3 1954 RECOVERED GOOD.
 NH1059'
 NH1059'CUBA S.E. BASE 1954 (AZI) RECOVERED GOOD.
 NH1059'
 NH1059'IN THE DESCRIPTION FOR THE AZIMUTH MARK, THE FOLLOWING SHOULD BE
 NH1059'ADDED.  AZIMUTH MARK IS 1.15 FEET S.E. OF A. POWER POLE WITH A WHITE
 NH1059'WITNESS SIGN.
 NH1059'
 NH1059'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MI. S.E. OF
 NH1059'BARRINGTON.
 NH1059
 NH1059                          STATION RECOVERY (1990)
 NH1059
 NH1059'RECOVERY NOTE BY US POWER SQUADRON 1990 (GAM)
 NH1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI6871 ***********************************************************************
 CI6871  DESIGNATION -  CULLOM RM 3
 CI6871  PID         -  CI6871
 CI6871  STATE/COUNTY-  IL/LIVINGSTON
 CI6871  USGS QUAD   -  CABERY (1986)
 CI6871
 CI6871                         *CURRENT SURVEY CONTROL
 CI6871  ___________________________________________________________________
 CI6871* NAD 83(1997)-  40 52 42.41938(N)    088 14 36.26021(W)     ADJUSTED  
 CI6871* NAVD 88     -       205.3    (meters)     674.     (feet)  GPS OBS   
 CI6871  ___________________________________________________________________
 CI6871  X           -     148,043.385 (meters)                     COMP
 CI6871  Y           -  -4,827,297.314 (meters)                     COMP
 CI6871  Z           -   4,152,339.663 (meters)                     COMP
 CI6871  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 CI6871  ELLIP HEIGHT-         173.09  (meters)          (02/03/05) GPS OBS
 CI6871  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 CI6871
 CI6871  HORZ ORDER  -  FIRST
 CI6871  ELLP ORDER  -  FOURTH    CLASS II
 CI6871
 CI6871.The horizontal coordinates were established by GPS observations
 CI6871.and adjusted by the AMERICAN SURVEYING in March 2003..
 CI6871
 CI6871.The orthometric height was determined by GPS observations and a
 CI6871.high-resolution geoid model.
 CI6871
 CI6871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI6871
 CI6871.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI6871
 CI6871.The ellipsoidal height was determined by GPS observations
 CI6871.and is referenced to NAD 83.
 CI6871
 CI6871.The geoid height was determined by GEOID03.
 CI6871
 CI6871;                    North         East     Units Scale Factor Converg.
 CI6871;SPC IL E     -   467,547.549   307,579.779   MT  0.99997571   +0 03 31.9
 CI6871;SPC IL E     - 1,533,945.58  1,009,117.99   sFT  0.99997571   +0 03 31.9
 CI6871;UTM  16      - 4,526,008.021   395,234.615   MT  0.99973509   -0 48 49.8
 CI6871
 CI6871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI6871!SPC IL E     -   0.99997285  x   0.99997571  =   0.99994856
 CI6871!UTM  16      -   0.99997285  x   0.99973509  =   0.99970795
 CI6871
 CI6871                          SUPERSEDED SURVEY CONTROL
 CI6871
 CI6871.No superseded survey control is available for this station.
 CI6871
 CI6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9523526008(NAD 83)
 CI6871_MARKER: DR = REFERENCE MARK DISK
 CI6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI6871_SP_SET: CONCRETE POST
 CI6871_STAMPING: CULLOM 3 1986
 CI6871_MARK LOGO: NGS   
 CI6871_PROJECTION: FLUSH
 CI6871_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI6871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI6871+STABILITY: SURFACE MOTION
 CI6871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI6871+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 CI6871
 CI6871  HISTORY     - Date     Condition        Report By
 CI6871  HISTORY     - 1986     MONUMENTED       NGS
 CI6871  HISTORY     - 20030710 GOOD             ASCPC
 CI6871
 CI6871                          STATION DESCRIPTION
 CI6871
 CI6871'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2003
 CI6871'TO REACH MARK FROM THE INTERSECTION OF IL 116 AND IL 11, HEAD WEST
 CI6871'ALONG IL 116 FOR 2.0 MILES TO A TAR AND CHIP ROAD (1200 EAST). STATION
 CI6871'IS A BRASS DISK WITH DIMPLE OUTSIDE THE ORIGINAL MARKING SET IN A 1 FT
 CI6871'BY 1FT CONCRETE POST FLUSH WITH THE GROUND, 37 FEET NORTH OF
 CI6871'CENTERLINE OF IL 116 AND 33 FT WEST OF CENTERLINE OF 1200 EAST.
 CI6871' 
 CI6871'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0676 ***********************************************************************
 MF0676  DESIGNATION -  CULTON
 MF0676  PID         -  MF0676
 MF0676  STATE/COUNTY-  IL/LA SALLE
 MF0676  USGS QUAD   -  TROY GROVE (1993)
 MF0676
 MF0676                         *CURRENT SURVEY CONTROL
 MF0676  ___________________________________________________________________
 MF0676* NAD 83(1997)-  41 29 03.12110(N)    089 07 02.64966(W)     ADJUSTED  
 MF0676* NAVD 88     -       211.870  (meters)     695.11   (feet)  ADJUSTED  
 MF0676  ___________________________________________________________________
 MF0676  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MF0676  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0676  DYNAMIC HT  -         211.788 (meters)     694.84  (feet)  COMP
 MF0676  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 MF0676
 MF0676  HORZ ORDER  -  SECOND
 MF0676  VERT ORDER  -  FIRST     CLASS II
 MF0676
 MF0676.The horizontal coordinates were established by classical geodetic methods
 MF0676.and adjusted by the National Geodetic Survey in October 1999..
 MF0676
 MF0676.The orthometric height was determined by differential leveling
 MF0676.and adjusted by the National Geodetic Survey in June 1991..
 MF0676
 MF0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0676
 MF0676.The geoid height was determined by GEOID03.
 MF0676
 MF0676.The dynamic height is computed by dividing the NAVD 88
 MF0676.geopotential number by the normal gravity value computed on the
 MF0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0676.degrees latitude (g = 980.6199 gals.).
 MF0676
 MF0676.The modeled gravity was interpolated from observed gravity values.
 MF0676
 MF0676;                    North         East     Units Scale Factor Converg.
 MF0676;SPC IL E     -   535,111.856   234,518.687   MT  1.00002775   -0 31 09.8
 MF0676;SPC IL E     - 1,755,612.81    769,416.73   sFT  1.00002775   -0 31 09.8
 MF0676;SPC IL W     -   535,328.490   787,626.268   MT  1.00003564   +0 41 42.3
 MF0676;SPC IL W     - 1,756,323.55  2,584,070.51   sFT  1.00003564   +0 41 42.3
 MF0676;UTM  16      - 4,594,674.367   323,227.757   MT  0.99998457   -1 24 10.7
 MF0676
 MF0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0676!SPC IL E     -   0.99997194  x   1.00002775  =   0.99999969
 MF0676!SPC IL W     -   0.99997194  x   1.00003564  =   1.00000758
 MF0676!UTM  16      -   0.99997194  x   0.99998457  =   0.99995651
 MF0676
 MF0676|---------------------------------------------------------------------|
 MF0676| PID    Reference Object                     Distance      Geod. Az  |
 MF0676|                                                           dddmmss.s |
 MF0676| MF0677 CULTON RM                             9.810 METERS 22127     |
 MF0676| MF1558 LAKE                                APPROX. 6.3 KM 3593858.8 |
 MF0676|---------------------------------------------------------------------|
 MF0676
 MF0676                          SUPERSEDED SURVEY CONTROL
 MF0676
 MF0676  NAD 83(1997)-  41 29 03.12110(N)    089 07 02.64966(W) AD(       ) 2
 MF0676  NAD 83(1986)-  41 29 03.12694(N)    089 07 02.65624(W) AD(       ) 2
 MF0676  NAD 27      -  41 29 03.00900(N)    089 07 02.36000(W) AD(       ) 2
 MF0676  NGVD 29 (??/??/92)  211.916  (m)          695.26   (f) ADJ UNCH    1 2
 MF0676
 MF0676.Superseded values are not recommended for survey control.
 MF0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0676.See file dsdata.txt to determine how the superseded data were derived.
 MF0676
 MF0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2322894674(NAD 83)
 MF0676_MARKER: DS = TRIANGULATION STATION DISK
 MF0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0676_STAMPING: CULTON 1920
 MF0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0676+STABILITY: SURFACE MOTION
 MF0676
 MF0676  HISTORY     - Date     Condition        Report By
 MF0676  HISTORY     - 1920     MONUMENTED       CGS
 MF0676  HISTORY     - 1927     GOOD             CGS
 MF0676  HISTORY     - 1930     GOOD             CGS
 MF0676  HISTORY     - 1939     GOOD             CGS
 MF0676  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MF0676  HISTORY     - 1969     GOOD             CGS
 MF0676  HISTORY     - 1969     POOR             NGS
 MF0676  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MF0676  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0676  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0676
 MF0676                          STATION DESCRIPTION
 MF0676
 MF0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0676'STATION IS ABOUT 5 MILES S OF MENDOTA, ON THE W SIDE OF THE
 MF0676'ILLINOIS CENTRAL RAILROAD TRACK, 75 YARDS S OF CULTON RAILROAD
 MF0676'STATION, 100 YARDS S OF A GRAIN ELEVATOR WHICH IS JUST OPPOSITE
 MF0676'THE RAILROAD STATION, 30 YARDS N OF A ROAD CROSSING, DIRECTLY
 MF0676'W OF THE S SWITCH SIGNAL FOR THE ELEVATOR SIDING, AND 7.27 METERS
 MF0676'(23.85 FEET) W OF THE W AND NEAREST RAIL.  THE SURFACE,
 MF0676'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MF0676'CONCRETE.  THE
 MF0676'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 MF0676'FENCE LINE, 9.81 METERS (32.18 FEET) FROM THE STATION,
 MF0676'S 41 DEG 27 MIN W.
 MF0676
 MF0676                          STATION RECOVERY (1927)
 MF0676
 MF0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (JSB)
 MF0676'DESCRIPTION GOOD.  MARKS WERE FOUND IN GOOD CONDITION.
 MF0676'
 MF0676'THIS IS A TRAVERSE STATION.
 MF0676
 MF0676                          STATION RECOVERY (1930)
 MF0676
 MF0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF0676'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 MF0676'CONDITION.  LOCAL OBJECTS HAVE REMAINED UNCHANGED AND THE
 MF0676'ORIGINAL DESCRIPTION IS GOOD.
 MF0676
 MF0676                          STATION RECOVERY (1939)
 MF0676
 MF0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SAD)
 MF0676'THE MARK IS NOT FLUSH WITH THE SURFACE, AS STATED, BUT NOW
 MF0676'STANDS EXPOSED ABOUT 1 FOOT, DUE TO GRADING DOWN OF THE
 MF0676'EMBANKMENT.  IT STANDS ON A HILL LEFT WHEN THE GRADING WAS
 MF0676'DONE.  APPARENTLY HAS NOT BEEN MOVED.
 MF0676
 MF0676                          STATION RECOVERY (1960)
 MF0676
 MF0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 MF0676'STATION CULTON WAS RECOVERED AS DESCRIBED.  THE STATION MARK
 MF0676'WAS FOUND TO BE LOWERED IN PLACE MAKING THE STAMPED ELEVATION
 MF0676'INCORRECT.  THE CULTON R.M. WAS FOUND TO BE IN GOOD CONDITION
 MF0676'AND THE PRESENT STAMPED ELEVATION IS BELIEVED CORRECT.  THE
 MF0676'CULTON RAILROAD STATION AND ELEVATOR ARE GONE.
 MF0676'
 MF0676'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS ABOUT 5 MILES
 MF0676'SOUTH OF MENDOTA, ON THE WEST SIDE OF THE ILLINOIS CENTRAL
 MF0676'RAILROAD TRACK, 77 FEET NORTH-NORTHWEST OF THE CENTER OF A
 MF0676'TRACK ROAD CROSSING, 74 FEET NORTH OF THE CENTER LINE OF A
 MF0676'GRAVEL ROAD, 55 FEET NORTH-NORTHEAST OF A FENCE CORNER, 24
 MF0676'FEET WEST OF THE WEST AND NEAREST RAIL, 17 FEET EAST-NORTHEAST
 MF0676'OF A TELEGRAPH POLE, AND 23 FEET EAST OF A NORTH AND SOUTH
 MF0676'RIGHT-OF-WAY FENCE.  A MEASUREMENT OF 121.66 FEET
 MF0676'WEST-NORTHWEST FROM LA SALLE N.B. NO 2 1930 TO THE STATION WAS
 MF0676'MADE.
 MF0676'
 MF0676'THE REFERENCE MARK IS 31.75 FEET SOUTHWEST INSTEAD OF 32.18 FEET
 MF0676'FROM THE STATION, 45 FEET WEST OF THE WEST AND NEAREST RAIL,
 MF0676'50 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD, 68 FEET
 MF0676'NORTHWEST OF THE CENTER OF THE TRACK AND ROAD CROSSING, 26
 MF0676'FEET NORTH OF A FENCE CORNER, 2 FEET EAST OF A NORTH AND SOUTH
 MF0676'RIGHT-OF-WAY FENCE, AND 17 FEET SOUTH-SOUTHWEST OF A TELEGRAPH
 MF0676'POLE.
 MF0676
 MF0676                          STATION RECOVERY (1969)
 MF0676
 MF0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0676'THE STATION MARK, STAMPED CULTON 1920 IS ABOUT 4.55 MILES
 MF0676'SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE RAILROAD
 MF0676'STATION AT MENDOTA, 0.15 MILE NORTH OF MILEPOST 867, 78 FEET
 MF0676'NORTH-NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 MF0676'AND A GRAVELED ROAD, 24-1/2 FEET WEST OF THE WEST RAIL, 73
 MF0676'FEET NORTH OF THE CENTER LINE OF THE ROAD, 16-1/2 FEET NORTHEAST
 MF0676'OF A TELEPHONE POLE, 23 FEET EAST OF A FENCE, 37.18 FEET
 MF0676'NORTHEAST OF R.M. CULTON, ABOUT LEVEL WITH THE TRACK, AND
 MF0676'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 MF0676'ABOVE THE SURFACE OF THE GROUND.
 MF0676'
 MF0676'R.M. CULTON, STAMPED 696.472 CULTON 1920 IS 32.18 FEET SOUTHWEST
 MF0676'OF THE STATION MARK, 45-1/2 FEET WEST OF THE WEST RAIL, 50-1/2
 MF0676'FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 27 FEET NORTH
 MF0676'OF A CORNER FENCE POST, 16-1/2 FEET SOUTH OF A TELEPHONE POLE,
 MF0676'134.5 FEET WEST-NORTHWEST AND ACROSS THE TRACK FROM LA SALLE
 MF0676'NB R.M. 2, ABOUT 1-1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 MF0676'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 MF0676'SURFACE OF THE GROUND.
 MF0676'
 MF0676'NOTE--THE POSTS WERE SET SHALLOW AND ARE LOOSE.  THESE MARKS
 MF0676'WERE NOT LEVELED TO BY THIS PARTY IN 1969.
 MF0676'
 MF0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.55 MILES
 MF0676'SOUTH
 MF0676
 MF0676                          STATION RECOVERY (1969)
 MF0676
 MF0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0676'4.6 MI S FROM MENDOTA.
 MF0676'ABOUT 4.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0676'THE RAILROAD STATION AT MENDOTA, 0.15 MILE NORTH OF MILEPOST 867,
 MF0676'78 FEET NORTH-NORTHWEST OF THE CENTER OF A CROSSING OF THE
 MF0676'RAILROAD AND A GRAVELED ROAD, 24 1/2 FEET WEST OF THE WEST RAIL,
 MF0676'73 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET
 MF0676'NORTHEAST OF A TELEPHONE POLE, 23 FEET EAST OF A FENCE, 37.18
 MF0676'FEET NORTHEAST OF R M CULTON, ABOUT LEVEL WITH THE TRACK, AND SET
 MF0676'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 MF0676'SURFACE OF THE GROUND.  SEC 21, T35N, R 1E.  NOTE-- THE POST IS
 MF0676'SET SHALLOW AND IS LOOSE.  THIS MARK WAS NOT LEVELED TO BY THIS
 MF0676'PARTY IN 1969.
 MF0676
 MF0676                          STATION RECOVERY (1971)
 MF0676
 MF0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MF0676'THE SURFACE STATION MARK WAS FOUND TO BE VERY LOOSE IN THE GROUND
 MF0676'AND WAS REMOVED AND A SEARCH MADE FOR THE UNDERGROUND MARK.
 MF0676'NOTHING WAS FOUND AND THE SITE WAS FOUND TO HAVE BEEN GRADED
 MF0676'DOWN ABOUT 6 FEET FROM ITS ORIGINAL ELEVATION.  THE STATION
 MF0676'MARK WAS ASSUMED TO HAVE BEEN SET BY PARTIES UNKNOWN AND
 MF0676'SINCE NO UNDERGROUND MARK COULD BE FOUND AND THE SHORT STATION
 MF0676'MARK BEING LOOSE THE DISK WAS SALVAGED.  THE REFERENCE MARK
 MF0676'WAS FOUND TO BE ALSO LOOSE AND SHALLOW BUT WAS LEFT AS FOUND.
 MF0676'THE STATION MARK WAS USED AS A REFERENCE TO LA SALLE NORTH
 MF0676'BASE 1930 BUT LA SALLE NORTH BASE 1930 IS LOCATED IN A CORN
 MF0676'FIELD AND NO NEW MARK COULD BE SET.
 MF0676'
 MF0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 MF0676'MILES SOUTH OF MENDOTA.
 MF0676
 MF0676                          STATION RECOVERY (1997)
 MF0676
 MF0676'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0676'MARK NOT FOUND.
 MF0676
 MF0676                          STATION RECOVERY (2002)
 MF0676
 MF0676'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0677 ***********************************************************************
 MF0677  DESIGNATION -  CULTON RM
 MF0677  PID         -  MF0677
 MF0677  STATE/COUNTY-  IL/LA SALLE
 MF0677  USGS QUAD   -  TROY GROVE (1993)
 MF0677
 MF0677                         *CURRENT SURVEY CONTROL
 MF0677  ___________________________________________________________________
 MF0677* NAD 83(1986)-  41 29 03.     (N)    089 07 02.     (W)     SCALED    
 MF0677* NAVD 88     -       212.228  (meters)     696.28   (feet)  ADJUSTED  
 MF0677  ___________________________________________________________________
 MF0677  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0677  DYNAMIC HT  -         212.145 (meters)     696.01  (feet)  COMP
 MF0677  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 MF0677
 MF0677  VERT ORDER  -  FIRST     CLASS II
 MF0677
 MF0677.The horizontal coordinates were scaled from a topographic map and have
 MF0677.an estimated accuracy of +/- 6 seconds.
 MF0677
 MF0677.The orthometric height was determined by differential leveling
 MF0677.and adjusted by the National Geodetic Survey in June 1991..
 MF0677
 MF0677.The geoid height was determined by GEOID03.
 MF0677
 MF0677.The dynamic height is computed by dividing the NAVD 88
 MF0677.geopotential number by the normal gravity value computed on the
 MF0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0677.degrees latitude (g = 980.6199 gals.).
 MF0677
 MF0677.The modeled gravity was interpolated from observed gravity values.
 MF0677
 MF0677;                    North         East    Units  Estimated Accuracy
 MF0677;SPC IL E     -   535,110.      234,530.      MT  (+/- 180 meters Scaled)
 MF0677
 MF0677                          SUPERSEDED SURVEY CONTROL
 MF0677
 MF0677  NGVD 29 (??/??/92)  212.274  (m)          696.44   (f) ADJ UNCH    1 2
 MF0677
 MF0677.Superseded values are not recommended for survey control.
 MF0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0677.See file dsdata.txt to determine how the superseded data were derived.
 MF0677
 MF0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL232946(NAD 83)
 MF0677_MARKER: DR = REFERENCE MARK DISK
 MF0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0677_STAMPING: 696.472 CULTON 1920
 MF0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0677+STABILITY: SURFACE MOTION
 MF0677
 MF0677  HISTORY     - Date     Condition        Report By
 MF0677  HISTORY     - 1920     MONUMENTED       CGS
 MF0677  HISTORY     - 1969     POOR             NGS
 MF0677  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0677  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0677
 MF0677                          STATION DESCRIPTION
 MF0677
 MF0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0677'4.6 MI S FROM MENDOTA.
 MF0677'ABOUT 4.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0677'THE RAILROAD STATION AT MENDOTA, 0.15 MILE NORTH OF MILEPOST 867,
 MF0677'45 1/2 FEET WEST OF THE WEST RAIL, 50 1/2 FEET NORTH OF THE CENTER
 MF0677'LINE OF A GRAVELED ROAD, 27 FEET NORTH OF A CORNER FENCE POST,
 MF0677'16 1/2 FEET SOUTH OF A TELEPHONE POLE, 32.18 FEET SOUTHWEST OF
 MF0677'TRIANGULATION STATION CULTON 1920, 134.5 FEET WEST-NORTHWEST AND
 MF0677'ACROSS THE TRACK FROM LA SALLE NE R.M. 2, ABOUT 1 1/2 FEET ABOVE
 MF0677'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MF0677'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 21, T35N, R1E.
 MF0677'NOTE-- THE POST IS SET SHALLOW AND IS LOOSE.  THIS MARK WAS NOT
 MF0677'LEVELED TO BY THIS PARTY IN 1969.
 MF0677
 MF0677                          STATION RECOVERY (1997)
 MF0677
 MF0677'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0677'MARK NOT FOUND.
 MF0677
 MF0677                          STATION RECOVERY (2002)
 MF0677
 MF0677'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8966 ***********************************************************************
 DE8966  DESIGNATION -  CUM 01A
 DE8966  PID         -  DE8966
 DE8966  STATE/COUNTY-  IL/CUMBERLAND
 DE8966  USGS QUAD   -  HAZEL DELL (1985)
 DE8966
 DE8966                         *CURRENT SURVEY CONTROL
 DE8966  ___________________________________________________________________
 DE8966* NAD 83(1997)-  39 12 10.78096(N)    088 01 20.43328(W)     ADJUSTED  
 DE8966* NAVD 88     -       183.3    (meters)     601.     (feet)  GPS OBS   
 DE8966  ___________________________________________________________________
 DE8966  X           -     170,796.883 (meters)                     COMP
 DE8966  Y           -  -4,946,283.311 (meters)                     COMP
 DE8966  Z           -   4,009,901.229 (meters)                     COMP
 DE8966  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DE8966  ELLIP HEIGHT-         151.32  (meters)          (12/06/04) GPS OBS
 DE8966  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DE8966
 DE8966  HORZ ORDER  -  FIRST
 DE8966  ELLP ORDER  -  FOURTH    CLASS I
 DE8966
 DE8966.The horizontal coordinates were established by GPS observations
 DE8966.and adjusted by the National Geodetic Survey in December 2002..
 DE8966
 DE8966.The orthometric height was determined by GPS observations and a
 DE8966.high-resolution geoid model.
 DE8966
 DE8966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8966
 DE8966.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8966
 DE8966.The ellipsoidal height was determined by GPS observations
 DE8966.and is referenced to NAD 83.
 DE8966
 DE8966.The geoid height was determined by GEOID03.
 DE8966
 DE8966;                    North         East     Units Scale Factor Converg.
 DE8966;SPC IL E     -   281,559.507   326,862.219   MT  0.99998388   +0 11 47.6
 DE8966;SPC IL E     -   923,749.82  1,072,380.46   sFT  0.99998388   +0 11 47.6
 DE8966;UTM  16      - 4,339,801.331   411,726.122   MT  0.99969594   -0 38 46.4
 DE8966
 DE8966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8966!SPC IL E     -   0.99997626  x   0.99998388  =   0.99996014
 DE8966!UTM  16      -   0.99997626  x   0.99969594  =   0.99967221
 DE8966
 DE8966                          SUPERSEDED SURVEY CONTROL
 DE8966
 DE8966  ELLIP H (12/18/02)  151.32   (m)                       GP(       ) 4 2
 DE8966
 DE8966.Superseded values are not recommended for survey control.
 DE8966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8966.See file dsdata.txt to determine how the superseded data were derived.
 DE8966
 DE8966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1172639801(NAD 83)
 DE8966_MARKER: I = METAL ROD
 DE8966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8966_STAMPING: CUM-01A
 DE8966_MARK LOGO: ILDT  
 DE8966_PROJECTION: FLUSH
 DE8966_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8966+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8966_ROD/PIPE-DEPTH:  3.7 meters
 DE8966_SLEEVE-DEPTH  :  1.1 meters
 DE8966
 DE8966  HISTORY     - Date     Condition        Report By
 DE8966  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8966
 DE8966                          STATION DESCRIPTION
 DE8966
 DE8966'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8966'THE STATION IS LOCATED ABOUT 7.9 MI (12.9 KM ) SOUTHEAST OF
 DE8966'GREENUP ,  ABOUT 7.1 MI ( 11.6 KM ) SOUTHWEST  OF CASEY  .  TO REACH
 DE8966'FROM THE  JUNCTION  AT THE U.S.  ROUTE 40  AND STATE ROUTE 49  AT
 DE8966'CASEY ,  GO SOUTH  ON STATE  ROUTE 49  ABOUT 6.9  MI (11.3  KM ) TO
 DE8966'THE
 DE8966'RIGHT TURN, AND CONTINUE ON STATE ROAD 49 , GO WEST ABOUT
 DE8966'1.7 MI ( 2.8  KM ) TO THE LEFT TURN, ALSO IS THE CROSS ROAD STATE ROAD
 DE8966'49 , AND 200 N COUNTY ROAD ( HAZEL DELL RD. ),  THE STATION IS ON THE
 DE8966'LEFT  ON THE SOUTH WEST CORNER AT THE CROSS ROAD.  IT IS  76.0  FT
 DE8966'WEST  OF THE CENTER  OF THE  STATE ROAD 49 ,  29.0 FT SOUTH  OF THE
 DE8966'CENTER OF THE 200  N COUNTY ROAD ( HAZEL DELL RD. ) , 15.5 FT EAST OF
 DE8966'THE SIGN POLE ( JCT 200 N , ILL RT 49  , 200 N HAZEL DELL RD. ), 2.0
 DE8966'FT
 DE8966'NORTH OF THE FIBERGLASS WITNESS  POST.   NOTE-- ACCESS TO THE
 DE8966'STATION  POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8966' 
 DE8966'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8949 ***********************************************************************
 DE8949  DESIGNATION -  CUM 01B
 DE8949  PID         -  DE8949
 DE8949  STATE/COUNTY-  IL/CUMBERLAND
 DE8949  USGS QUAD   -  HAZEL DELL (1985)
 DE8949
 DE8949                         *CURRENT SURVEY CONTROL
 DE8949  ___________________________________________________________________
 DE8949* NAD 83(1997)-  39 12 11.53087(N)    088 00 59.26255(W)     ADJUSTED  
 DE8949* NAVD 88     -       185.2    (meters)     608.     (feet)  GPS OBS   
 DE8949  ___________________________________________________________________
 DE8949  X           -     171,304.106 (meters)                     COMP
 DE8949  Y           -  -4,946,252.602 (meters)                     COMP
 DE8949  Z           -   4,009,920.338 (meters)                     COMP
 DE8949  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DE8949  ELLIP HEIGHT-         153.20  (meters)          (12/06/04) GPS OBS
 DE8949  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DE8949
 DE8949  HORZ ORDER  -  FIRST
 DE8949  ELLP ORDER  -  FOURTH    CLASS I
 DE8949
 DE8949.The horizontal coordinates were established by GPS observations
 DE8949.and adjusted by the National Geodetic Survey in December 2002..
 DE8949
 DE8949.The orthometric height was determined by GPS observations and a
 DE8949.high-resolution geoid model.
 DE8949
 DE8949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8949
 DE8949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8949
 DE8949.The ellipsoidal height was determined by GPS observations
 DE8949.and is referenced to NAD 83.
 DE8949
 DE8949.The geoid height was determined by GEOID03.
 DE8949
 DE8949;                    North         East     Units Scale Factor Converg.
 DE8949;SPC IL E     -   281,584.392   327,370.097   MT  0.99998422   +0 12 01.0
 DE8949;SPC IL E     -   923,831.46  1,074,046.73   sFT  0.99998422   +0 12 01.0
 DE8949;UTM  16      - 4,339,818.738   412,234.164   MT  0.99969484   -0 38 33.1
 DE8949
 DE8949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8949!SPC IL E     -   0.99997596  x   0.99998422  =   0.99996019
 DE8949!UTM  16      -   0.99997596  x   0.99969484  =   0.99967081
 DE8949
 DE8949                          SUPERSEDED SURVEY CONTROL
 DE8949
 DE8949  ELLIP H (12/18/02)  153.20   (m)                       GP(       ) 4 2
 DE8949
 DE8949.Superseded values are not recommended for survey control.
 DE8949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8949.See file dsdata.txt to determine how the superseded data were derived.
 DE8949
 DE8949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1223439819(NAD 83)
 DE8949_MARKER: I = METAL ROD
 DE8949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8949_STAMPING: CUM-01B
 DE8949_MARK LOGO: ILDT  
 DE8949_PROJECTION: FLUSH
 DE8949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8949+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8949_ROD/PIPE-DEPTH:  3.7 meters
 DE8949_SLEEVE-DEPTH  :  1.1 meters
 DE8949
 DE8949  HISTORY     - Date     Condition        Report By
 DE8949  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8949
 DE8949                          STATION DESCRIPTION
 DE8949
 DE8949'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8949'THE STATION IS LOCATED ABOUT 8.2 MI (13.4 KM ) SOUTHEAST OF GREENUP ,
 DE8949'ABOUT 7.0 MI ( 11.4 KM ) SOUTHWEST  OF CASEY  .  TO REACH FROM THE
 DE8949'JUNCTION  AT THE U.S.  ROUTE 40  AND STATE ROUTE 49  AT CASEY ,  GO
 DE8949'SOUTH  ON STATE  ROUTE 49  ABOUT 6.9  MI (11.3  KM ) TO THE RIGHT
 DE8949'TURN,
 DE8949'AND CONTINUE ON STATE ROAD 49 , GO WEST ABOUT 1.4 MI ( 2.3  KM ),  THE
 DE8949'STATION IS ON THE RIGHT , ABOUT 0.3 MI ( 0.5 KM ) EAST OF THE JUNCTION
 DE8949'STATE ROAD 49 AND 200 N COUNTY ROAD ( HAZEL DELL RD. ) . IT IS  34.8
 DE8949'FT
 DE8949'NORTH  OF THE CENTER  OF THE  STATE ROAD 49 , 18.7 FT EAST  OF THE
 DE8949'CENTER OF THE DRIVEWAY, 2.0 FT SOUTH OF THE FIBERGLASS WITNESS
 DE8949'POST .   NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH
 DE8949'ACCESS COVER.
 DE8949' 
 DE8949'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8952 ***********************************************************************
 DE8952  DESIGNATION -  CUM 02A
 DE8952  PID         -  DE8952
 DE8952  STATE/COUNTY-  IL/CUMBERLAND
 DE8952  USGS QUAD   -  WOODBURY (1985)
 DE8952
 DE8952                         *CURRENT SURVEY CONTROL
 DE8952  ___________________________________________________________________
 DE8952* NAD 83(1997)-  39 11 44.44630(N)    088 18 12.13198(W)     ADJUSTED  
 DE8952* NAVD 88     -       179.6    (meters)     589.     (feet)  GPS OBS   
 DE8952  ___________________________________________________________________
 DE8952  X           -     146,549.241 (meters)                     COMP
 DE8952  Y           -  -4,947,571.722 (meters)                     COMP
 DE8952  Z           -   4,009,269.498 (meters)                     COMP
 DE8952  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DE8952  ELLIP HEIGHT-         147.59  (meters)          (12/06/04) GPS OBS
 DE8952  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DE8952
 DE8952  HORZ ORDER  -  FIRST
 DE8952  ELLP ORDER  -  FOURTH    CLASS I
 DE8952
 DE8952.The horizontal coordinates were established by GPS observations
 DE8952.and adjusted by the National Geodetic Survey in December 2002..
 DE8952
 DE8952.The orthometric height was determined by GPS observations and a
 DE8952.high-resolution geoid model.
 DE8952
 DE8952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8952
 DE8952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8952
 DE8952.The ellipsoidal height was determined by GPS observations
 DE8952.and is referenced to NAD 83.
 DE8952
 DE8952.The geoid height was determined by GEOID03.
 DE8952
 DE8952;                    North         East     Units Scale Factor Converg.
 DE8952;SPC IL E     -   280,701.750   302,588.387   MT  0.99997508   +0 01 08.2
 DE8952;SPC IL E     -   920,935.66    992,742.07   sFT  0.99997508   +0 01 08.2
 DE8952;UTM  16      - 4,339,300.822   387,448.456   MT  0.99975598   -0 49 25.6
 DE8952
 DE8952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8952!SPC IL E     -   0.99997684  x   0.99997508  =   0.99995193
 DE8952!UTM  16      -   0.99997684  x   0.99975598  =   0.99973283
 DE8952
 DE8952                          SUPERSEDED SURVEY CONTROL
 DE8952
 DE8952  ELLIP H (12/18/02)  147.59   (m)                       GP(       ) 4 2
 DE8952
 DE8952.Superseded values are not recommended for survey control.
 DE8952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8952.See file dsdata.txt to determine how the superseded data were derived.
 DE8952
 DE8952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8744839301(NAD 83)
 DE8952_MARKER: I = METAL ROD
 DE8952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8952_STAMPING: CUM-02A
 DE8952_MARK LOGO: ILDT  
 DE8952_PROJECTION: FLUSH
 DE8952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8952+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8952_ROD/PIPE-DEPTH:  3.7 meters
 DE8952_SLEEVE-DEPTH  :  1.1 meters
 DE8952
 DE8952  HISTORY     - Date     Condition        Report By
 DE8952  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8952
 DE8952                          STATION DESCRIPTION
 DE8952
 DE8952'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8952'THE STATION IS LOCATED ABOUT 6.3 MI (10.3 KM ) SOUTHWEST OF TOLEDO ,
 DE8952'ABOUT 3.4 MI ( 5.5 KM ) SOUTHWEST  OF JEWETT  . TO REACH FROM THE
 DE8952'JUNCTION  AT THE U.S.  ROUTE 40  AND 2300  E COUNTY ROAD ( MONTROSE
 DE8952'RD. IN  EFFINGHAM COUNTY) ,   GO NORTHEAST  ON  U.S. ROUTE 40  ABOUT
 DE8952'4.5  MI (7.3  KM ) TO THE CROSSROAD 900 E COUNTY ROAD.  THE STATION IS
 DE8952'ON THE RIGHT  ON THE SOUTHWEST CORNER AT THE CROSSROAD.  IT IS
 DE8952'44.0  FT SOUTH  OF THE CENTER  OF THE  U.S.  ROUTE 40 , 47.5  FT WEST
 DE8952'OF
 DE8952'THE CENTER OF THE 900 E COUNTY ROAD , 20.0 FT SOUTHWEST  OF THE
 DE8952'SIGN POLE ( 900 E ,  170  N ) , 24.0 FT SOUTHWEST OF THE UTILITY POLE,
 DE8952'2.0
 DE8952'FT NORTH OF THE FIBERGLASS WITNESS  POST.  NOTE-- ACCESS TO THE
 DE8952'STATION  POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8952' 
 DE8952' 
 DE8952' 
 DE8952'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8948 ***********************************************************************
 DE8948  DESIGNATION -  CUM 02B
 DE8948  PID         -  DE8948
 DE8948  STATE/COUNTY-  IL/CUMBERLAND
 DE8948  USGS QUAD   -  WOODBURY (1985)
 DE8948
 DE8948                         *CURRENT SURVEY CONTROL
 DE8948  ___________________________________________________________________
 DE8948* NAD 83(1997)-  39 11 38.21933(N)    088 18 30.04904(W)     ADJUSTED  
 DE8948* NAVD 88     -       177.6    (meters)     583.     (feet)  GPS OBS   
 DE8948  ___________________________________________________________________
 DE8948  X           -     146,123.010 (meters)                     COMP
 DE8948  Y           -  -4,947,704.198 (meters)                     COMP
 DE8948  Z           -   4,009,119.412 (meters)                     COMP
 DE8948  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DE8948  ELLIP HEIGHT-         145.60  (meters)          (12/06/04) GPS OBS
 DE8948  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DE8948
 DE8948  HORZ ORDER  -  FIRST
 DE8948  ELLP ORDER  -  FOURTH    CLASS I
 DE8948
 DE8948.The horizontal coordinates were established by GPS observations
 DE8948.and adjusted by the National Geodetic Survey in December 2002..
 DE8948
 DE8948.The orthometric height was determined by GPS observations and a
 DE8948.high-resolution geoid model.
 DE8948
 DE8948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8948
 DE8948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8948
 DE8948.The ellipsoidal height was determined by GPS observations
 DE8948.and is referenced to NAD 83.
 DE8948
 DE8948.The geoid height was determined by GEOID03.
 DE8948
 DE8948;                    North         East     Units Scale Factor Converg.
 DE8948;SPC IL E     -   280,509.593   302,158.505   MT  0.99997506   +0 00 56.8
 DE8948;SPC IL E     -   920,305.22    991,331.70   sFT  0.99997506   +0 00 56.8
 DE8948;UTM  16      - 4,339,115.048   387,015.888   MT  0.99975718   -0 49 36.8
 DE8948
 DE8948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8948!SPC IL E     -   0.99997716  x   0.99997506  =   0.99995222
 DE8948!UTM  16      -   0.99997716  x   0.99975718  =   0.99973434
 DE8948
 DE8948                          SUPERSEDED SURVEY CONTROL
 DE8948
 DE8948  ELLIP H (12/18/02)  145.60   (m)                       GP(       ) 4 2
 DE8948
 DE8948.Superseded values are not recommended for survey control.
 DE8948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8948.See file dsdata.txt to determine how the superseded data were derived.
 DE8948
 DE8948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8701639115(NAD 83)
 DE8948_MARKER: I = METAL ROD
 DE8948_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8948_STAMPING: CUM-02B
 DE8948_MARK LOGO: ILDT  
 DE8948_PROJECTION: FLUSH
 DE8948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8948+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8948_ROD/PIPE-DEPTH:  3.7 meters
 DE8948_SLEEVE-DEPTH  :  1.1 meters
 DE8948
 DE8948  HISTORY     - Date     Condition        Report By
 DE8948  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8948
 DE8948                          STATION DESCRIPTION
 DE8948
 DE8948'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8948'THE STATION IS LOCATED ABOUT 6.5 MI (10.6 KM) SOUTHWEST OF TOLEDO ,
 DE8948'ABOUT 3.7 MI ( 6.0 KM ) SOUTHWEST  OF JEWETT. TO REACH FROM THE
 DE8948'JUNCTION  AT THE U.S.  ROUTE 40  AND 2300  E COUNTY ROAD (MONTROSE
 DE8948'RD. IN  EFFINGHAM COUNTY) ,   GO NORTHEAST  ON  U.S. ROUTE 40  ABOUT
 DE8948'4.2  MI (7.3  KM) ,THE STATION IS ON THE RIGHT,  ABOUT 0.3 MI (0.5 KM)
 DE8948'SOUTHWEST OF TO THE CROSSROAD 900 E COUNTY ROAD. IT IS  45.5  FT
 DE8948'NORTH  OF THE CENTER  OF THE  U.S.  ROUTE 40 , 48.3  FT WEST  OF THE
 DE8948'CENTER OF THE DRIVEWAY, 2.0 FT SOUTH OF THE FIBERGLASS WITNESS
 DE8948'POST .  NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH
 DE8948'ACCESS COVER.
 DE8948' 
 DE8948' 
 DE8948' 
 DE8948'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8953 ***********************************************************************
 DE8953  DESIGNATION -  CUM 03A
 DE8953  PID         -  DE8953
 DE8953  STATE/COUNTY-  IL/CUMBERLAND
 DE8953  USGS QUAD   -  NEOGA (1984)
 DE8953
 DE8953                         *CURRENT SURVEY CONTROL
 DE8953  ___________________________________________________________________
 DE8953* NAD 83(1997)-  39 18 58.55403(N)    088 22 42.72890(W)     ADJUSTED  
 DE8953* NAVD 88     -       198.5    (meters)     651.     (feet)  GPS OBS   
 DE8953  ___________________________________________________________________
 DE8953  X           -     139,819.142 (meters)                     COMP
 DE8953  Y           -  -4,939,306.108 (meters)                     COMP
 DE8953  Z           -   4,019,647.935 (meters)                     COMP
 DE8953  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DE8953  ELLIP HEIGHT-         166.44  (meters)          (12/06/04) GPS OBS
 DE8953  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DE8953
 DE8953  HORZ ORDER  -  FIRST
 DE8953  ELLP ORDER  -  FOURTH    CLASS I
 DE8953
 DE8953.The horizontal coordinates were established by GPS observations
 DE8953.and adjusted by the National Geodetic Survey in December 2002..
 DE8953
 DE8953.The orthometric height was determined by GPS observations and a
 DE8953.high-resolution geoid model.
 DE8953
 DE8953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8953
 DE8953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8953
 DE8953.The ellipsoidal height was determined by GPS observations
 DE8953.and is referenced to NAD 83.
 DE8953
 DE8953.The geoid height was determined by GEOID03.
 DE8953
 DE8953;                    North         East     Units Scale Factor Converg.
 DE8953;SPC IL E     -   294,089.406   296,101.862   MT  0.99997519   -0 01 43.1
 DE8953;SPC IL E     -   964,858.33    971,460.86   sFT  0.99997519   -0 01 43.1
 DE8953;UTM  16      - 4,352,779.718   381,161.112   MT  0.99977389   -0 52 24.8
 DE8953
 DE8953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8953!SPC IL E     -   0.99997389  x   0.99997519  =   0.99994908
 DE8953!UTM  16      -   0.99997389  x   0.99977389  =   0.99974778
 DE8953
 DE8953                          SUPERSEDED SURVEY CONTROL
 DE8953
 DE8953  ELLIP H (12/18/02)  166.44   (m)                       GP(       ) 4 2
 DE8953
 DE8953.Superseded values are not recommended for survey control.
 DE8953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8953.See file dsdata.txt to determine how the superseded data were derived.
 DE8953
 DE8953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8116152780(NAD 83)
 DE8953_MARKER: I = METAL ROD
 DE8953_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8953_STAMPING: CUM-03A
 DE8953_MARK LOGO: ILDT  
 DE8953_PROJECTION: FLUSH
 DE8953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8953+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8953_ROD/PIPE-DEPTH:  3.7 meters
 DE8953_SLEEVE-DEPTH  :  1.1 meters
 DE8953
 DE8953  HISTORY     - Date     Condition        Report By
 DE8953  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8953
 DE8953                          STATION DESCRIPTION
 DE8953
 DE8953'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8953'THE STATION IS LOCATED ABOUT 7.9 MI (12.9 KM ) NORTHWEST OF TOLEDO ,
 DE8953'ABOUT 3.6 MI ( 5.9 KM ) EAST  OF NEOGA  . TO REACH FROM THE
 DE8953'JUNCTION  AT THE U.S.  ROUTE 45  AND  E 5TH STREET AT NEOGA, GO EAST
 DE8953'ON  E 5TH STREET ALSO KNOWN AS 1000 N COUNTY ROAD ( ROUTE 1 )
 DE8953'ABOUT 3.4  MI (5.5  KM ) TO THE CROSSROAD STATE ROAD 121 , THE STATION
 DE8953'IS ON THE LEFT  ON THE NORTHWEST CORNER AT THE CROSSROAD.  IT IS
 DE8953'29.7  FT WEST OF THE CENTER  OF THE  STATE  ROUTE 121 , 43.0  FT NORTH
 DE8953'OF THE CENTER OF THE 1000 N COUNTY ROAD ( ROUTE 1 ) ,  17.0 FT
 DE8953'SOUTHEAST OF THE CONCRETE RIGHT-OF-WAY MARKER, 2.0 FT EAST OF THE
 DE8953'FIBERGLASS WITNESS  POST .  NOTE-- ACCESS TO THE  STATION  POINT IS
 DE8953'THROUGH  A  6 - INCH ACCESS COVER.
 DE8953' 
 DE8953' 
 DE8953' 
 DE8953'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8903 ***********************************************************************
 DE8903  DESIGNATION -  CUM 03B
 DE8903  PID         -  DE8903
 DE8903  STATE/COUNTY-  IL/CUMBERLAND
 DE8903  USGS QUAD   -  NEOGA (1984)
 DE8903
 DE8903                         *CURRENT SURVEY CONTROL
 DE8903  ___________________________________________________________________
 DE8903* NAD 83(1997)-  39 18 57.77342(N)    088 23 03.29390(W)     ADJUSTED  
 DE8903* NAVD 88     -       200.2    (meters)     657.     (feet)  GPS OBS   
 DE8903  ___________________________________________________________________
 DE8903  X           -     139,327.149 (meters)                     COMP
 DE8903  Y           -  -4,939,336.547 (meters)                     COMP
 DE8903  Z           -   4,019,630.356 (meters)                     COMP
 DE8903  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DE8903  ELLIP HEIGHT-         168.09  (meters)          (12/06/04) GPS OBS
 DE8903  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DE8903
 DE8903  HORZ ORDER  -  FIRST
 DE8903  ELLP ORDER  -  FOURTH    CLASS I
 DE8903
 DE8903.The horizontal coordinates were established by GPS observations
 DE8903.and adjusted by the National Geodetic Survey in December 2002..
 DE8903
 DE8903.The orthometric height was determined by GPS observations and a
 DE8903.high-resolution geoid model.
 DE8903
 DE8903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8903
 DE8903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8903
 DE8903.The ellipsoidal height was determined by GPS observations
 DE8903.and is referenced to NAD 83.
 DE8903
 DE8903.The geoid height was determined by GEOID03.
 DE8903
 DE8903;                    North         East     Units Scale Factor Converg.
 DE8903;SPC IL E     -   294,065.595   295,609.217   MT  0.99997524   -0 01 56.1
 DE8903;SPC IL E     -   964,780.21    969,844.57   sFT  0.99997524   -0 01 56.1
 DE8903;UTM  16      - 4,352,763.177   380,668.269   MT  0.99977533   -0 52 37.8
 DE8903
 DE8903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8903!SPC IL E     -   0.99997363  x   0.99997524  =   0.99994887
 DE8903!UTM  16      -   0.99997363  x   0.99977533  =   0.99974896
 DE8903
 DE8903                          SUPERSEDED SURVEY CONTROL
 DE8903
 DE8903  ELLIP H (12/18/02)  168.09   (m)                       GP(       ) 4 2
 DE8903
 DE8903.Superseded values are not recommended for survey control.
 DE8903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8903.See file dsdata.txt to determine how the superseded data were derived.
 DE8903
 DE8903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8066852763(NAD 83)
 DE8903_MARKER: I = METAL ROD
 DE8903_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8903_STAMPING: CUM-03B
 DE8903_MARK LOGO: ILDT  
 DE8903_PROJECTION: FLUSH
 DE8903_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8903+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8903_ROD/PIPE-DEPTH:  3.7 meters
 DE8903_SLEEVE-DEPTH  :  1.1 meters
 DE8903
 DE8903  HISTORY     - Date     Condition        Report By
 DE8903  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8903
 DE8903                          STATION DESCRIPTION
 DE8903
 DE8903'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8903'THE STATION IS LOCATED ABOUT 8.1 MI (13.2 KM ) NORTHWEST OF TOLEDO ,
 DE8903'ABOUT 3.3 MI ( 5.4 KM ) EAST  OF NEOGA  . TO REACH FROM THE
 DE8903'JUNCTION  AT THE U.S.  ROUTE 45  AND  E 5TH STREET AT NEOGA, GO EAST
 DE8903'ON  E 5TH STREET ALSO KNOWN AS 1000 N COUNTY ROAD ( ROUTE 1 )
 DE8903'ABOUT 3.1  MI (5.0  KM) THE STATION IS ON THE RIGHT,  ABOUT 0.3 MI (
 DE8903'0.5 KM
 DE8903') WEST OF THE CROSSROAD  475 E COUNTY ROAD.   IT IS 38.0   FT SOUTH
 DE8903'OF
 DE8903'THE CENTER  OF THE  1000 N COUNTY ROAD ( ROUTE 1 ), 3.0  FT NORTH OF
 DE8903'THE EDGE OF FIELD, 2.0 FT NORTH OF THE FIBERGLASS WITNESS  POST.
 DE8903'NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS
 DE8903'COVER.
 DE8903' 
 DE8903' 
 DE8903' 
 DE8903' 
 DE8903' 
 DE8903'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8900 ***********************************************************************
 DE8900  DESIGNATION -  CUM 04C
 DE8900  PID         -  DE8900
 DE8900  STATE/COUNTY-  IL/CUMBERLAND
 DE8900  USGS QUAD   -  TOLEDO (1984)
 DE8900
 DE8900                         *CURRENT SURVEY CONTROL
 DE8900  ___________________________________________________________________
 DE8900* NAD 83(1997)-  39 20 44.04243(N)    088 14 54.72957(W)     ADJUSTED  
 DE8900* NAVD 88     -       195.9    (meters)     643.     (feet)  GPS OBS   
 DE8900  ___________________________________________________________________
 DE8900  X           -     150,962.603 (meters)                     COMP
 DE8900  Y           -  -4,936,913.137 (meters)                     COMP
 DE8900  Z           -   4,022,162.658 (meters)                     COMP
 DE8900  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 DE8900  ELLIP HEIGHT-         163.78  (meters)          (12/06/04) GPS OBS
 DE8900  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE8900
 DE8900  HORZ ORDER  -  FIRST
 DE8900  ELLP ORDER  -  FOURTH    CLASS I
 DE8900
 DE8900.The horizontal coordinates were established by GPS observations
 DE8900.and adjusted by the National Geodetic Survey in December 2002..
 DE8900
 DE8900.The orthometric height was determined by GPS observations and a
 DE8900.high-resolution geoid model.
 DE8900
 DE8900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8900
 DE8900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8900
 DE8900.The ellipsoidal height was determined by GPS observations
 DE8900.and is referenced to NAD 83.
 DE8900
 DE8900.The geoid height was determined by GEOID03.
 DE8900
 DE8900;                    North         East     Units Scale Factor Converg.
 DE8900;SPC IL E     -   297,344.978   307,309.641   MT  0.99997566   +0 03 13.5
 DE8900;SPC IL E     -   975,539.32  1,008,231.71   sFT  0.99997566   +0 03 13.5
 DE8900;UTM  16      - 4,355,868.947   392,413.248   MT  0.99974251   -0 47 29.9
 DE8900
 DE8900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8900!SPC IL E     -   0.99997431  x   0.99997566  =   0.99994997
 DE8900!UTM  16      -   0.99997431  x   0.99974251  =   0.99971682
 DE8900
 DE8900                          SUPERSEDED SURVEY CONTROL
 DE8900
 DE8900  ELLIP H (12/18/02)  163.78   (m)                       GP(       ) 4 2
 DE8900
 DE8900.Superseded values are not recommended for survey control.
 DE8900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8900.See file dsdata.txt to determine how the superseded data were derived.
 DE8900
 DE8900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9241355869(NAD 83)
 DE8900_MARKER: I = METAL ROD
 DE8900_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8900_STAMPING: CUM-04C
 DE8900_MARK LOGO: ILDT  
 DE8900_PROJECTION: FLUSH
 DE8900_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8900+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8900_ROD/PIPE-DEPTH:  3.7 meters
 DE8900_SLEEVE-DEPTH  :  1.1 meters
 DE8900
 DE8900  HISTORY     - Date     Condition        Report By
 DE8900  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8900
 DE8900                          STATION DESCRIPTION
 DE8900
 DE8900'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8900'THE STATION IS LOCATED ABOUT 5.0 MI (8.2 KM ) NORTH  OF TOLEDO ,
 DE8900'ABOUT 2.0 MI (3.2 KM) SOUTH  OF JANESVILLE  . TO REACH FROM THE
 DE8900'JUNCTION  AT THE STATE  ROUTE 121  AND  1200 E COUNTY ROAD (BURMA
 DE8900'RD.),  GO NORTH  ON  1200 E COUNTY ROAD (BURMA RD.)  TO THE
 DE8900'CROSSROAD 1200 N COUNTY ROAD (HICKORY CORNER ROAD) ,   THE
 DE8900'STATION IS ON THE RIGHT  ON THE SOUTHEAST  CORNER AT THE
 DE8900'CROSSROAD.  IT IS  52.0  FT EAST OF THE CENTER  OF THE 1200 E COUNTY
 DE8900'ROAD ( BURMA RD.) ,  28.0  FT SOUTH  OF  THE CENTER OF THE 1200 N
 DE8900'COUNTY ROAD (HICKORY CORNER ROAD) , 12.0 FT SOUTHWEST  OF THE
 DE8900'CONCRETE RIGHT-OF-WAY MARKER, 9.5 FT NORTHEAST OF THE CONCRETE
 DE8900'RIGHT-OF-WAY MARKER, 1.5 FT WEST OF THE FIBERGLASS WITNESS  POST.
 DE8900'NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS
 DE8900'COVER.
 DE8900' 
 DE8900' 
 DE8900' 
 DE8900'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0562 ***********************************************************************
 NH0562  DESIGNATION -  CUMBERLAND
 NH0562  PID         -  NH0562
 NH0562  STATE/COUNTY-  IL/WINNEBAGO
 NH0562  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0562
 NH0562                         *CURRENT SURVEY CONTROL
 NH0562  ___________________________________________________________________
 NH0562* NAD 83(1997)-  42 18 35.30289(N)    089 04 21.31446(W)     ADJUSTED  
 NH0562* NAVD 88     -       224.234  (meters)     735.67   (feet)  ADJUSTED  
 NH0562  ___________________________________________________________________
 NH0562  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 NH0562  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NH0562  DYNAMIC HT  -         224.162 (meters)     735.44  (feet)  COMP
 NH0562  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NH0562
 NH0562  HORZ ORDER  -  SECOND
 NH0562  VERT ORDER  -  FIRST     CLASS II
 NH0562
 NH0562.The horizontal coordinates were established by classical geodetic methods
 NH0562.and adjusted by the National Geodetic Survey in October 1999..
 NH0562
 NH0562.The orthometric height was determined by differential leveling
 NH0562.and adjusted by the National Geodetic Survey in June 1991..
 NH0562
 NH0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0562
 NH0562.The geoid height was determined by GEOID03.
 NH0562
 NH0562.The dynamic height is computed by dividing the NAVD 88
 NH0562.geopotential number by the normal gravity value computed on the
 NH0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0562.degrees latitude (g = 980.6199 gals.).
 NH0562
 NH0562.The modeled gravity was interpolated from observed gravity values.
 NH0562
 NH0562;                    North         East     Units Scale Factor Converg.
 NH0562;SPC IL W     -   627,072.439   790,199.513   MT  1.00004125   +0 44 11.5
 NH0562;SPC IL W     - 2,057,320.16  2,592,512.90   sFT  1.00004125   +0 44 11.5
 NH0562;SPC IL E     -   626,778.571   239,051.588   MT  1.00002069   -0 29 51.5
 NH0562;SPC IL E     - 2,056,356.03    784,288.42   sFT  1.00002069   -0 29 51.5
 NH0562;UTM  16      - 4,686,254.736   329,184.786   MT  0.99995901   -1 23 43.7
 NH0562
 NH0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0562!SPC IL W     -   0.99997007  x   1.00004125  =   1.00001132
 NH0562!SPC IL E     -   0.99997007  x   1.00002069  =   0.99999076
 NH0562!UTM  16      -   0.99997007  x   0.99995901  =   0.99992908
 NH0562
 NH0562|---------------------------------------------------------------------|
 NH0562| PID    Reference Object                     Distance      Geod. Az  |
 NH0562|                                                           dddmmss.s |
 NH0562| NH0869 CRAWFORD                            151.449 METERS 02820     |
 NH0562| CI8483 CUMBERLAND RM                         7.960 METERS 11500     |
 NH0562| NH1410 ROCKFORD INGERSOLL MILL CO STK      APPROX. 1.4 KM 1734846.1 |
 NH0562| NH0871 DEKOB                               APPROX. 0.6 KM 2232708.6 |
 NH0562|---------------------------------------------------------------------|
 NH0562
 NH0562                          SUPERSEDED SURVEY CONTROL
 NH0562
 NH0562  NAD 83(1997)-  42 18 35.30328(N)    089 04 21.31526(W) AD(       ) 2
 NH0562  NAD 83(1997)-  42 18 35.30277(N)    089 04 21.31517(W) AD(       ) 2
 NH0562  NAD 83(1986)-  42 18 35.30331(N)    089 04 21.31475(W) AD(       ) 2
 NH0562  NAD 27      -  42 18 35.24530(N)    089 04 20.92680(W) AD(       ) 2
 NH0562  NGVD 29 (??/??/92)  224.290  (m)          735.86   (f) ADJ UNCH    1 2
 NH0562
 NH0562.Superseded values are not recommended for survey control.
 NH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0562.See file dsdata.txt to determine how the superseded data were derived.
 NH0562
 NH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2918586255(NAD 83)
 NH0562_MARKER: DS = TRIANGULATION STATION DISK
 NH0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0562_STAMPING: 735.858 CUMBERLAND 1920
 NH0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0562+STABILITY: SURFACE MOTION
 NH0562
 NH0562  HISTORY     - Date     Condition        Report By
 NH0562  HISTORY     - 1920     MONUMENTED       CGS
 NH0562  HISTORY     - 1954     MARK NOT FOUND   CGS
 NH0562  HISTORY     - 1960     GOOD             NGS
 NH0562  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0562
 NH0562                          STATION DESCRIPTION
 NH0562
 NH0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0562'STATION IS ABOUT 2-7/8 MILES N OF ROCKFORD, ON THE E SIDE OF THE
 NH0562'CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 10 YARDS W OF THE
 NH0562'ROCKFORD COUNTRY CLUB GOLF LINKS, 435 YARDS N OF A ROAD
 NH0562'CROSSING, THIS ROAD BEING AN EXTENSION OF NORTH MAIN STREET,
 NH0562'ROCKFORD, ON THE E BANK OF THE FIRST CUT N OF THE ABOVE ROAD
 NH0562'CROSSING, AND 5.36 METERS (17.59 FEET) E OF THE E AND NEAREST
 NH0562'RAIL.  THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE
 NH0562'STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0562'THE REFERENCE MARK IS ON THE SAME SIDE OF
 NH0562'THE TRACK, NEAR THE FENCE LINE, 7.96 METERS (26.12
 NH0562'FEET) FROM THE STATION, S 65 DEG 00 MIN E.
 NH0562
 NH0562                          STATION RECOVERY (1954)
 NH0562
 NH0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0562'THIS STATION WAS NOT RECOVERED.  IT WAS PROBABLY LOST WHEN A
 NH0562'ROAD WAS CONSTRUCTED BETWEEN THE GOLF LINK AND THE RAILROAD
 NH0562'TRACKS.  ABOUT TWO HOURS WERE SPENT SEARCHING FOR THIS MARK.
 NH0562
 NH0562                          STATION RECOVERY (1960)
 NH0562
 NH0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0562'AT ROCKFORD.
 NH0562'AT ROCKFORD, 0.35 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE,
 NH0562'ST. PAUL AND PACIFIC RAILROAD FROM THE CROSSING OF NORTH MAIN
 NH0562'STREET, 0.45 MILE SOUTH OF MILEPOLE 11, IN S-12, R-1 E, T-44 N,
 NH0562'17 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND ON THE OUTSIDE
 NH0562'OF A CURVE, ON TOP OF A CUT BANK, 17 FEET NORTHWEST OF THE CENTER
 NH0562'LINE OF A BLACK TOP ROAD BETWEEN THE TRACK AND A GOLF COURSE, 100
 NH0562'YARDS SOUTHWEST OF THE NORTHWEST FENCE CORNER OF STEEL FENCE
 NH0562'AROUND THE GOLF COURSE, 27.2 FEET NORTHWEST OF THE STEEL FENCE
 NH0562'AROUND GOLF COURSE, 78 FEET NORTH OF AND ACROSS THE ROAD FROM
 NH0562'THE CENTER OF A GATE TO GOLF COURSE, 17 YARDS NORTH-NORTHWEST
 NH0562'OF AND ACROSS THE FENCE AND ROAD FROM THE NORTHWEST CORNER OF
 NH0562'BRICK HOUSE HOUSING THE REST ROOMS TO ROCKFORD COUNTRY CLUB GOLF
 NH0562'COURSE, 31.2 FEET NORTH-NORTHWEST OF AND ACROSS THE ROAD FROM
 NH0562'POWER LINE POLE 441 12 N 8, ABOUT 6 1/2 FEET ABOVE THE LEVEL
 NH0562'OF THE TRACK, 1 FOOT ABOVE THE LEVEL OF ROAD, AND SET IN TOP OF
 NH0562'A CONCRETE POST FLUSH WITH THE GROUND.
 NH0562
 NH0562                          STATION RECOVERY (1987)
 NH0562
 NH0562'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1532 ***********************************************************************
 KB1532  CBN         -  This is a Cooperative Base Network Control Station.
 KB1532  DESIGNATION -  CURRAN
 KB1532  PID         -  KB1532
 KB1532  STATE/COUNTY-  IL/SANGAMON
 KB1532  USGS QUAD   -  FARMINGDALE (1976)
 KB1532
 KB1532                         *CURRENT SURVEY CONTROL
 KB1532  ___________________________________________________________________
 KB1532* NAD 83(1997)-  39 45 06.97060(N)    089 45 01.22660(W)     ADJUSTED  
 KB1532* NAVD 88     -       194.2    (meters)     637.     (feet)  GPS OBS   
 KB1532  ___________________________________________________________________
 KB1532  X           -      21,396.788 (meters)                     COMP
 KB1532  Y           -  -4,910,443.964 (meters)                     COMP
 KB1532  Z           -   4,056,951.534 (meters)                     COMP
 KB1532  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 KB1532  ELLIP HEIGHT-         161.76  (meters)          (10/15/04) GPS OBS
 KB1532  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KB1532
 KB1532  HORZ ORDER  -  B
 KB1532  ELLP ORDER  -  FOURTH    CLASS II
 KB1532
 KB1532.The horizontal coordinates were established by GPS observations
 KB1532.and adjusted by the National Geodetic Survey in July 1998..
 KB1532
 KB1532.The orthometric height was determined by GPS observations and a
 KB1532.high-resolution geoid model.
 KB1532
 KB1532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1532
 KB1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1532
 KB1532.The ellipsoidal height was determined by GPS observations
 KB1532.and is referenced to NAD 83.
 KB1532
 KB1532.The geoid height was determined by GEOID03.
 KB1532
 KB1532;                    North         East     Units Scale Factor Converg.
 KB1532;SPC IL W     -   342,529.234   735,677.949   MT  0.99995684   +0 15 58.4
 KB1532;SPC IL W     - 1,123,781.33  2,413,636.74   sFT  0.99995684   +0 15 58.4
 KB1532;SPC IL E     -   343,418.313   178,560.303   MT  1.00015649   -0 54 22.5
 KB1532;SPC IL E     - 1,126,698.25    585,826.59   sFT  1.00015649   -0 54 22.5
 KB1532;UTM  16      - 4,403,843.164   264,367.753   MT  1.00028361   -1 45 34.4
 KB1532
 KB1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1532!SPC IL W     -   0.99997462  x   0.99995684  =   0.99993146
 KB1532!SPC IL E     -   0.99997462  x   1.00015649  =   1.00013111
 KB1532!UTM  16      -   0.99997462  x   1.00028361  =   1.00025823
 KB1532
 KB1532|---------------------------------------------------------------------|
 KB1532| PID    Reference Object                     Distance      Geod. Az  |
 KB1532|                                                           dddmmss.s |
 KB1532| CI6872 CURRAN RM 1                          15.583 METERS 03336     |
 KB1532| KB1491 SPRINGFIELD MUNICIPAL TANK          APPROX. 6.3 KM 0504153.9 |
 KB1532| KB1488 SPRINGFIELD STATE CAPITOL DOME      APPROX. 9.7 KM 0574229.3 |
 KB1532| KB1492 CURRAN AZ MK 1976                   APPROX. 1.6 KM 0944146.8 |
 KB1532| CI6873 CURRAN RM 2                          11.686 METERS 24751     |
 KB1532| KB1533 CURRAN ECC                           61.230 METERS 29732     |
 KB1532|---------------------------------------------------------------------|
 KB1532
 KB1532                          SUPERSEDED SURVEY CONTROL
 KB1532
 KB1532  ELLIP H (07/17/98)  161.79   (m)                       GP(       ) 4 1
 KB1532  NAD 83(1986)-  39 45 06.97932(N)    089 45 01.21626(W) AD(       ) 1
 KB1532  NAD 27      -  39 45 06.79295(N)    089 45 00.84649(W) AD(       ) 1
 KB1532  NGVD 29 (07/19/86)  194.7    (m)          639.     (f) VERT ANG       
 KB1532
 KB1532.Superseded values are not recommended for survey control.
 KB1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1532.See file dsdata.txt to determine how the superseded data were derived.
 KB1532
 KB1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK6436803843(NAD 83)
 KB1532_MARKER: DS = TRIANGULATION STATION DISK
 KB1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1532_STAMPING: CURRAN 1975
 KB1532_MARK LOGO: NGS   
 KB1532_PROJECTION: RECESSED 15 CENTIMETERS
 KB1532_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1532+STABILITY: SURFACE MOTION
 KB1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1532+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2002
 KB1532
 KB1532  HISTORY     - Date     Condition        Report By
 KB1532  HISTORY     - 1975     MONUMENTED       NGS
 KB1532  HISTORY     - 19970326 GOOD             NGS
 KB1532  HISTORY     - 19980713 GOOD             ILDT
 KB1532  HISTORY     - 20020611 GOOD             NGS
 KB1532  HISTORY     - 20020702 GOOD             HANPRO
 KB1532
 KB1532                          STATION DESCRIPTION
 KB1532
 KB1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1532'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF THE CENTER
 KB1532'OF SPRINGFIELD, 5 MILES SOUTH OF BRADFORDTON, 5 MILES NORTHWEST
 KB1532'OF CHATHAM, AND 1 MILE NORTHEAST OF CURRAN.  IT IS AT THE EAST
 KB1532'END OF AN OVERPASS OVER STATE HIGHWAY 54 AND BETWEEN THE EAST AND
 KB1532'WESTBOUND LANES OF TRAFFIC OF A FOUR-LANE HIGHWAY THAT IS
 KB1532'PRESENTLY UNDER CONSTRUCTION.  THIS IS PROPOSED INTERSTATE
 KB1532'HIGHWAY 72.  THE STATION IS IN THE NE 1/4 SEC 14, T15N, R6W.
 KB1532'
 KB1532'TO REACH THE STATION FROM THE CENTER OF THE SMALL TOWN OF
 KB1532'CURRAN, GO EASTERLY ON U.S. HIGHWAY 36 AND STATE HIGHWAY 54 FOR
 KB1532'0.6 MILE TO A RAILROAD OVERPASS OVER THE HIGHWAY.  CONTINUE FOR
 KB1532'0.65 MILE TO AN ON-RAMP TO THE INTERSTATE.  CONTINUE ON STATE
 KB1532'HIGHWAY 54 FOR 0.2 MILE TO AN OVERPASS AND THE STATION AS
 KB1532'DESCRIBED.
 KB1532'
 KB1532'THE STATION MARK IS A STANDARD DISK STAMPED CURRAN 1975.  IT
 KB1532'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1532'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET SOUTH OF
 KB1532'THE CENTERLINE OF THE WESTBOUND LANE OF TRAFFIC, 41 FEET NORTH
 KB1532'OF THE CENTERLINE OF THE EASTBOUND LANE OF TRAFFIC AND 4.5
 KB1532'FEET SOUTHWEST OF A WITNESS POST.
 KB1532'
 KB1532'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CURRAN NO 1 1975.  IT
 KB1532'IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF THE
 KB1532'WESTBOUND LANE OF THE OVERPASS.  IT IS 49.3 FEET NORTH OF THE
 KB1532'WITNESS POST AND 20 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND
 KB1532'LANE OF TRAFFIC.
 KB1532'
 KB1532'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CURRAN NO 2
 KB1532'1975.  IT IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST ABUTMENT
 KB1532'OF THE EASTBOUND LANE OF THE OVERPASS.  IT IS 37.8 FEET SOUTHWEST
 KB1532'OF THE WITNESS POST AND 25 FEET NORTH OF THE CENTERLINE OF THE
 KB1532'EASTBOUND LANE OF TRAFFIC.
 KB1532'
 KB1532'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KB1532'CURRAN NO 3 1975 AZ MK.  IT IS SET IN THE TOP OF A 12-INCH
 KB1532'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 KB1532'SURFACE.  IT IS 49 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND
 KB1532'LANE OF TRAFFIC AND 45 FEET NORTH OF THE CENTERLINE OF THE
 KB1532'EASTBOUND LANE OF TRAFFIC.  TO REACH THE AZIMUTH MARK FROM THE
 KB1532'STATION, GO EAST FOR 0.9 MILE TO THE MARK ON THE LEFT.  IT IS
 KB1532'NEAR THE WEST END OF AN OVERPASS OVER A RAILROAD.
 KB1532'
 KB1532'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KB1532
 KB1532                          STATION RECOVERY (1997)
 KB1532
 KB1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB1532'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHWEST OF THE CENTER OF
 KB1532'SPRINGFIELD AT THE EAST END OF AN INTERSTATE HIGHWAY 72 OVERPASS OF
 KB1532'WABASH AVENUE (EXIT 91), IN THE MEDIAN.  TO REACH FROM THE JUNCTION OF
 KB1532'I-72 AND STATE ROUTE 4 ON THE SOUTHWEST SIDE OF SPRINGFIELD, GO WEST
 KB1532'ON I-72 FOR 2.4 MI (3.9 KM) TO EXIT 91 AND THE STATION ON THE LEFT AT
 KB1532'THE EAST END OF THE OVERPASS.  NOTE--DUE TO THE GUARDRAIL
 KB1532'CONFIGURATION AT THE STATION IN THE WESTBOUND LANES, ACCESS AND
 KB1532'PARKING AT THE STATION IS BEST MADE FROM THE EASTBOUND LANES.  AN
 KB1532'AUTHORIZED VECHICLE ONLY TURNAROUND IS LOCATED 1.7 MI (2.7 KM) WEST.
 KB1532'THE STATION IS 26.8 M (87.9 FT) SOUTH OF THE CENTER OF THE WESTBOUND
 KB1532'LANES OF THE HIGHWAY, 12.5 M (41.0 FT) NORTH OF THE CENTER OF THE
 KB1532'EASTBOUND LANES, AND 0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST.
 KB1532
 KB1532                          STATION RECOVERY (1998)
 KB1532
 KB1532'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (GW)
 KB1532'RECOVERED AS DESCRIBED
 KB1532'
 KB1532
 KB1532                          STATION RECOVERY (2002)
 KB1532
 KB1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DSE)
 KB1532'RECOVERED IN GOOD CONDITION
 KB1532' 
 KB1532' 
 KB1532' 
 KB1532' 
 KB1532'
 KB1532
 KB1532                          STATION RECOVERY (2002)
 KB1532
 KB1532'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2002 (JAR)
 KB1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2966 ***********************************************************************
 AJ2966  DESIGNATION -  CURRAN 1A
 AJ2966  PID         -  AJ2966
 AJ2966  STATE/COUNTY-  IL/MCHENRY
 AJ2966  USGS QUAD   -  MC HENRY (1992)
 AJ2966
 AJ2966                         *CURRENT SURVEY CONTROL
 AJ2966  ___________________________________________________________________
 AJ2966* NAD 83(1997)-  42 19 38.54268(N)    088 18 59.23280(W)     ADJUSTED  
 AJ2966* NAVD 88     -       239.7    (meters)     786.     (feet)  GPS OBS   
 AJ2966  ___________________________________________________________________
 AJ2966  X           -     138,750.386 (meters)                     COMP
 AJ2966  Y           -  -4,720,703.425 (meters)                     COMP
 AJ2966  Z           -   4,272,695.949 (meters)                     COMP
 AJ2966  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AJ2966  ELLIP HEIGHT-         205.65  (meters)          (02/03/05) GPS OBS
 AJ2966  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AJ2966
 AJ2966  HORZ ORDER  -  FIRST
 AJ2966  ELLP ORDER  -  FOURTH    CLASS II
 AJ2966
 AJ2966.The horizontal coordinates were established by GPS observations
 AJ2966.and adjusted by the National Geodetic Survey in April 2001..
 AJ2966
 AJ2966.The orthometric height was determined by GPS observations and a
 AJ2966.high-resolution geoid model.
 AJ2966
 AJ2966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2966
 AJ2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2966
 AJ2966.The ellipsoidal height was determined by GPS observations
 AJ2966.and is referenced to NAD 83.
 AJ2966
 AJ2966.The geoid height was determined by GEOID03.
 AJ2966
 AJ2966;                    North         East     Units Scale Factor Converg.
 AJ2966;SPC IL E     -   628,465.269   301,391.277   MT  0.99997502   +0 00 40.9
 AJ2966;SPC IL E     - 2,061,889.80    988,814.55   sFT  0.99997502   +0 00 40.9
 AJ2966;UTM  16      - 4,686,964.256   391,534.147   MT  0.99974475   -0 53 11.5
 AJ2966
 AJ2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2966!SPC IL E     -   0.99996775  x   0.99997502  =   0.99994277
 AJ2966!UTM  16      -   0.99996775  x   0.99974475  =   0.99971251
 AJ2966
 AJ2966:                Primary Azimuth Mark                     Grid Az
 AJ2966:SPC IL E     -  CURRAN 1B                                001 46 27.0
 AJ2966:UTM  16      -  CURRAN 1B                                002 40 19.4
 AJ2966
 AJ2966|---------------------------------------------------------------------|
 AJ2966| PID    Reference Object                     Distance      Geod. Az  |
 AJ2966|                                                           dddmmss.s |
 AJ2966| AJ2967 CURRAN 1B                           APPROX. 0.8 KM 0014707.9 |
 AJ2966|---------------------------------------------------------------------|
 AJ2966
 AJ2966                          SUPERSEDED SURVEY CONTROL
 AJ2966
 AJ2966  ELLIP H (04/24/01)  205.68   (m)                       GP(       ) 4 1
 AJ2966
 AJ2966.Superseded values are not recommended for survey control.
 AJ2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2966.See file dsdata.txt to determine how the superseded data were derived.
 AJ2966
 AJ2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9153486964(NAD 83)
 AJ2966_MARKER: I = METAL ROD
 AJ2966_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2966_STAMPING: CURRAN-1A
 AJ2966_MARK LOGO: NTRD  
 AJ2966_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2966_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2966+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 AJ2966_ROD/PIPE-DEPTH: 11.0 meters
 AJ2966_SLEEVE-DEPTH  :  0.9 meters
 AJ2966
 AJ2966  HISTORY     - Date     Condition        Report By
 AJ2966  HISTORY     - 20000718 MONUMENTED       SECI
 AJ2966  HISTORY     - 20030414 GOOD             USPSQD
 AJ2966
 AJ2966                          STATION DESCRIPTION
 AJ2966
 AJ2966'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2966'STATION IS LOCATED APPROXIMATELY 2.9 MI SOUTHWEST OF MCHENRY, 4.3
 AJ2966'MI SOUTHEAST OF WONDER LAKE IN SECTION 5, T44N, R8E.  TO REACH FROM
 AJ2966'THE JUNCTION OF IL RT 120 AND RINGWOOD RD PROCEED SOUTH
 AJ2966'ON RINGWOOD RD 0.80 MI TO CURRAN RD.  THEN PROCEED SOUTH ON
 AJ2966'CURRAN RD FOR APPROXIMATELY 1.0 MI THE STATION LOCATED 24.5 FT
 AJ2966'WEST OF CENTERLINE OF CURRAN RD.  STATION IS LOCATED 0.3 MI SOUTH
 AJ2966'OF DARTMOOR DR, 0.5 MI NORTH OF BULL VALLEY RD, 185 FT SOUTH OF
 AJ2966'MCHENRY/NUNDA TOWNSHIP LINE, 202 FT NORTH OF POWERPOLE (PP), 51
 AJ2966'FT NORTH OF PP, 101 FT SOUTH OF PP, 14 FT WEST OF EDGE-OF-PAVEMENT
 AJ2966'OF CURRAN RD, AND 2 FT EAST OF ORANGE FIBERGLASS WITNESS POST.
 AJ2966'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2966'POINT IS 0.6 FT BELOW CAP. PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2966'(WB)
 AJ2966' 
 AJ2966'
 AJ2966
 AJ2966                          STATION RECOVERY (2003)
 AJ2966
 AJ2966'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 AJ2966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2967 ***********************************************************************
 AJ2967  DESIGNATION -  CURRAN 1B
 AJ2967  PID         -  AJ2967
 AJ2967  STATE/COUNTY-  IL/MCHENRY
 AJ2967  USGS QUAD   -  MC HENRY (1992)
 AJ2967
 AJ2967                         *CURRENT SURVEY CONTROL
 AJ2967  ___________________________________________________________________
 AJ2967* NAD 83(1997)-  42 20 03.39744(N)    088 18 58.18851(W)     ADJUSTED  
 AJ2967* NAVD 88     -       238.2    (meters)     781.     (feet)  GPS OBS   
 AJ2967  ___________________________________________________________________
 AJ2967  X           -     138,759.079 (meters)                     COMP
 AJ2967  Y           -  -4,720,185.415 (meters)                     COMP
 AJ2967  Z           -   4,273,261.940 (meters)                     COMP
 AJ2967  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AJ2967  ELLIP HEIGHT-         204.20  (meters)          (02/03/05) GPS OBS
 AJ2967  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AJ2967
 AJ2967  HORZ ORDER  -  FIRST
 AJ2967  ELLP ORDER  -  FOURTH    CLASS II
 AJ2967
 AJ2967.The horizontal coordinates were established by GPS observations
 AJ2967.and adjusted by the National Geodetic Survey in April 2001..
 AJ2967
 AJ2967.The orthometric height was determined by GPS observations and a
 AJ2967.high-resolution geoid model.
 AJ2967
 AJ2967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2967
 AJ2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2967
 AJ2967.The ellipsoidal height was determined by GPS observations
 AJ2967.and is referenced to NAD 83.
 AJ2967
 AJ2967.The geoid height was determined by GEOID03.
 AJ2967
 AJ2967;                    North         East     Units Scale Factor Converg.
 AJ2967;SPC IL E     -   629,232.160   301,415.031   MT  0.99997502   +0 00 41.6
 AJ2967;SPC IL E     - 2,064,405.84    988,892.48   sFT  0.99997502   +0 00 41.6
 AJ2967;UTM  16      - 4,687,730.504   391,569.909   MT  0.99974466   -0 53 11.3
 AJ2967
 AJ2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2967!SPC IL E     -   0.99996798  x   0.99997502  =   0.99994300
 AJ2967!UTM  16      -   0.99996798  x   0.99974466  =   0.99971264
 AJ2967
 AJ2967:                Primary Azimuth Mark                     Grid Az
 AJ2967:SPC IL E     -  CURRAN 1A                                181 46 27.0
 AJ2967:UTM  16      -  CURRAN 1A                                182 40 19.9
 AJ2967
 AJ2967|---------------------------------------------------------------------|
 AJ2967| PID    Reference Object                     Distance      Geod. Az  |
 AJ2967|                                                           dddmmss.s |
 AJ2967| AJ2966 CURRAN 1A                           APPROX. 0.8 KM 1814708.6 |
 AJ2967|---------------------------------------------------------------------|
 AJ2967
 AJ2967                          SUPERSEDED SURVEY CONTROL
 AJ2967
 AJ2967  ELLIP H (04/24/01)  204.24   (m)                       GP(       ) 4 1
 AJ2967
 AJ2967.Superseded values are not recommended for survey control.
 AJ2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2967.See file dsdata.txt to determine how the superseded data were derived.
 AJ2967
 AJ2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9157087731(NAD 83)
 AJ2967_MARKER: I = METAL ROD
 AJ2967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2967_STAMPING: CURRAN-1B
 AJ2967_MARK LOGO: IL5060
 AJ2967_PROJECTION: FLUSH
 AJ2967_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2967+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 AJ2967_ROD/PIPE-DEPTH: 18.3 meters
 AJ2967_SLEEVE-DEPTH  :  0.9 meters
 AJ2967
 AJ2967  HISTORY     - Date     Condition        Report By
 AJ2967  HISTORY     - 20000718 MONUMENTED       SECI
 AJ2967  HISTORY     - 20030414 POOR             USPSQD
 AJ2967
 AJ2967                          STATION DESCRIPTION
 AJ2967
 AJ2967'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2967'STATION IS LOCATED WITHIN THE CITY LIMITS OF MCHENRY IN SECTION 33,
 AJ2967'T45N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 31 AND BULL VALLEY
 AJ2967'RD PROCEED WEST ON BULL VALLEY RD 2.1 MI, THEN PROCEED NORTH ON
 AJ2967'CURRAN RD 0.9 MI TO THE STATION LOCATED 24 FT EAST OF THE CURRAN
 AJ2967'RD CENTERLINE, 0.15 MI NORTH OF DARTMOOR DR.  STATION IS 49.7 FT
 AJ2967'SOUTHEAST OF A PK NAIL LOCATED IN THE WEST SIDE OF CURRAN RD, 37 FT
 AJ2967'SOUTH OF CENTERLINE OF AGGREGATE DRIVE TO SOD FARM, 20 FT SOUTH
 AJ2967'OF A 8 X 8 WOOD POST, 18 FT SOUTH OF A 12 INCH METAL CULVERT, 14 FT
 AJ2967'EAST OF THE EDGE OF CURRAN RD PAVEMENT, AND 2 FT WEST OF AN
 AJ2967'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2967'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.60 FT BELOW CAP.  PK NAILS
 AJ2967'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2967' 
 AJ2967' 
 AJ2967'
 AJ2967
 AJ2967                          STATION RECOVERY (2003)
 AJ2967
 AJ2967'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 AJ2967'ONLY 12INCHES OF A BENT METAL ROD APPEARS AT THE SITE.  NO ITEMS FROM
 AJ2967'LAST DESCRIPTION ARE PRESENT- NO WOODEN POST, WITNESS POST, OR
 AJ2967'CULVERT.  NEW LANDSCAPING. MARK IS IN A DRAINAGE DITCH BETWEEN CURRAN
 AJ2967'ROAD AND NEW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1492 ***********************************************************************
 KB1492  DESIGNATION -  CURRAN AZ MK 1976
 KB1492  PID         -  KB1492
 KB1492  STATE/COUNTY-  IL/SANGAMON
 KB1492  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB1492
 KB1492                         *CURRENT SURVEY CONTROL
 KB1492  ___________________________________________________________________
 KB1492* NAD 83(1997)-  39 45 02.80984(N)    089 43 55.69259(W)     ADJUSTED  
 KB1492* NAVD 88     -       194.7    (meters)     639.     (feet)  VERTCON   
 KB1492  ___________________________________________________________________
 KB1492  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 KB1492  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KB1492
 KB1492  HORZ ORDER  -  SECOND
 KB1492
 KB1492.The horizontal coordinates were established by classical geodetic methods
 KB1492.and adjusted by the National Geodetic Survey in October 1999..
 KB1492
 KB1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1492
 KB1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1492
 KB1492.The geoid height was determined by GEOID03.
 KB1492
 KB1492;                    North         East     Units Scale Factor Converg.
 KB1492;SPC IL W     -   342,408.324   737,238.599   MT  0.99995824   +0 16 40.3
 KB1492;SPC IL W     - 1,123,384.64  2,418,756.97   sFT  0.99995824   +0 16 40.3
 KB1492;SPC IL E     -   343,265.465   180,118.458   MT  1.00015187   -0 53 40.5
 KB1492;SPC IL E     - 1,126,196.78    590,938.64   sFT  1.00015187   -0 53 40.5
 KB1492;UTM  16      - 4,403,667.106   265,923.653   MT  1.00027461   -1 44 52.3
 KB1492
 KB1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1492!SPC IL W     -   0.99997454  x   0.99995824  =   0.99993278
 KB1492!SPC IL E     -   0.99997454  x   1.00015187  =   1.00012641
 KB1492!UTM  16      -   0.99997454  x   1.00027461  =   1.00024915
 KB1492
 KB1492:                Primary Azimuth Mark                     Grid Az
 KB1492:SPC IL W     -  SPRINGFIELD STATE CAPITOL DOME           051 03 25.2
 KB1492:SPC IL E     -  SPRINGFIELD STATE CAPITOL DOME           052 13 46.0
 KB1492:UTM  16      -  SPRINGFIELD STATE CAPITOL DOME           053 04 57.8
 KB1492
 KB1492|---------------------------------------------------------------------|
 KB1492| PID    Reference Object                     Distance      Geod. Az  |
 KB1492|                                                           dddmmss.s |
 KB1492| KB1488 SPRINGFIELD STATE CAPITOL DOME      APPROX. 8.5 KM 0512005.5 |
 KB1492| KB1532 CURRAN                              APPROX. 1.6 KM 2744228.7 |
 KB1492| KB1493 CURRAN AZ MK A PT 1976                7.927 METERS 31945     |
 KB1492|---------------------------------------------------------------------|
 KB1492
 KB1492                          SUPERSEDED SURVEY CONTROL
 KB1492
 KB1492  NAD 83(1986)-  39 45 02.81866(N)    089 43 55.68225(W) AD(       ) 2
 KB1492  NAD 27      -  39 45 02.63170(N)    089 43 55.31453(W) AD(       ) 2
 KB1492  NGVD 29 (07/19/86)  194.8    (m)          639.     (f) VERT ANG       
 KB1492
 KB1492.Superseded values are not recommended for survey control.
 KB1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1492.See file dsdata.txt to determine how the superseded data were derived.
 KB1492
 KB1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK6592403667(NAD 83)
 KB1492_MARKER: DR = REFERENCE MARK DISK
 KB1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1492+STABILITY: SURFACE MOTION
 KB1492
 KB1492  HISTORY     - Date     Condition        Report By
 KB1492  HISTORY     - 1975     MONUMENTED       NGS
 KB1492
 KB1492                          STATION DESCRIPTION
 KB1492
 KB1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1492'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF THE
 KB1492'CENTER OF SPRINGFIELD, 5 MILES SOUTH OF BRADFORDTON, 5 MILES
 KB1492'NORTHWEST OF CHATHAM AND 1-1/2 MILES NORTHEAST OF CURRAN.
 KB1492'
 KB1492'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CURRAN
 KB1492'NO 3 1975 AZ MK, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 KB1492'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KB1492'49 FEET SOUTH OF THE CENTERLINE OF THE WESTBOUND LANE OF TRAFFIC
 KB1492'AND 45 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 KB1492'TRAFFIC OF U.S. HIGHWAY 36.
 KB1492'
 KB1492'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR TRIANGULATION
 KB1492'STATION CURRAN.
 KB1492'
 KB1492'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CURRAN,
 KB1492'DISTANCE BEING 1565.387 METERS, EAST OF THE TRIANGULATION
 KB1492'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1534 ***********************************************************************
 KB1534  DESIGNATION -  CURRAN GARDNER WATER DIST TANK
 KB1534  PID         -  KB1534
 KB1534  STATE/COUNTY-  IL/SANGAMON
 KB1534  USGS QUAD   -  FARMINGDALE (1976)
 KB1534
 KB1534                         *CURRENT SURVEY CONTROL
 KB1534  ___________________________________________________________________
 KB1534* NAD 83(1997)-  39 46 52.30274(N)    089 48 02.75311(W)     ADJUSTED  
 KB1534* NAVD 88     -                                                        
 KB1534  ___________________________________________________________________
 KB1534  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 KB1534  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KB1534
 KB1534  HORZ ORDER  -  THIRD
 KB1534
 KB1534.The horizontal coordinates were established by classical geodetic methods
 KB1534.and adjusted by the National Geodetic Survey in October 1999..
 KB1534
 KB1534
 KB1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1534
 KB1534.The geoid height was determined by GEOID03.
 KB1534
 KB1534;                    North         East     Units Scale Factor Converg.
 KB1534;SPC IL W     -   345,758.816   731,343.472   MT  0.99995327   +0 14 02.9
 KB1534;SPC IL W     - 1,134,377.05  2,399,416.04   sFT  0.99995327   +0 14 02.9
 KB1534;SPC IL E     -   346,736.628   174,291.950   MT  1.00016948   -0 56 20.7
 KB1534;SPC IL E     - 1,137,585.09    571,822.84   sFT  1.00016948   -0 56 20.7
 KB1534;UTM  16      - 4,407,225.148   260,148.748   MT  1.00030831   -1 47 34.6
 KB1534
 KB1534                          SUPERSEDED SURVEY CONTROL
 KB1534
 KB1534  NAD 83(1997)-  39 46 52.31176(N)    089 48 02.74514(W) AD(       ) 4
 KB1534  NAD 83(1986)-  39 46 52.31167(N)    089 48 02.74309(W) AD(       ) 4
 KB1534  NAD 27      -  39 46 52.14140(N)    089 48 02.35833(W) AD(       ) 3
 KB1534
 KB1534.Superseded values are not recommended for survey control.
 KB1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1534.See file dsdata.txt to determine how the superseded data were derived.
 KB1534
 KB1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK6014907225(NAD 83)
 KB1534_MARKER: 53 = ELEVATED TANK
 KB1534
 KB1534  HISTORY     - Date     Condition        Report By
 KB1534  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1534
 KB1534                          STATION DESCRIPTION
 KB1534
 KB1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1534'THE CURRAN-GARDNER WATER DISTRICT WATER TANK IS LOCATED 1.5
 KB1534'MILES WEST AND 2.5 MILES NORTH OF THE SMALL TOWN OF CURRAN, IN
 KB1534'THE SOUTHWEST ANGLE OF CROSSROADS.  IT IS 150 FEET HIGH, BLUE
 KB1534'IN COLOR, WITH BLACK LETTERING CURRAN GARDNER WATER DISTRICT
 KB1534'ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0944 ***********************************************************************
 KB0944  DESIGNATION -  CURRAN RM
 KB0944  PID         -  KB0944
 KB0944  STATE/COUNTY-  IL/SANGAMON
 KB0944  USGS QUAD   -  LOAMI (1981)
 KB0944
 KB0944                         *CURRENT SURVEY CONTROL
 KB0944  ___________________________________________________________________
 KB0944* NAD 83(1986)-  39 44 30.     (N)    089 46 09.     (W)     SCALED    
 KB0944* NAVD 88     -       190.743  (meters)     625.80   (feet)  ADJUSTED  
 KB0944  ___________________________________________________________________
 KB0944  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KB0944  DYNAMIC HT  -         190.638 (meters)     625.45  (feet)  COMP
 KB0944  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 KB0944
 KB0944  VERT ORDER  -  FIRST     CLASS II
 KB0944
 KB0944.The horizontal coordinates were scaled from a topographic map and have
 KB0944.an estimated accuracy of +/- 6 seconds.
 KB0944
 KB0944.The orthometric height was determined by differential leveling
 KB0944.and adjusted by the National Geodetic Survey in June 1991..
 KB0944
 KB0944.The geoid height was determined by GEOID03.
 KB0944
 KB0944.The dynamic height is computed by dividing the NAVD 88
 KB0944.geopotential number by the normal gravity value computed on the
 KB0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0944.degrees latitude (g = 980.6199 gals.).
 KB0944
 KB0944.The modeled gravity was interpolated from observed gravity values.
 KB0944
 KB0944;                    North         East    Units  Estimated Accuracy
 KB0944;SPC IL W     -   341,380.      734,070.      MT  (+/- 180 meters Scaled)
 KB0944
 KB0944                          SUPERSEDED SURVEY CONTROL
 KB0944
 KB0944  NGVD 29 (??/??/92)  190.839  (m)          626.11   (f) ADJ UNCH    1 2
 KB0944
 KB0944.Superseded values are not recommended for survey control.
 KB0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0944.See file dsdata.txt to determine how the superseded data were derived.
 KB0944
 KB0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK627027(NAD 83)
 KB0944_MARKER: Q = CHISELED SQUARE
 KB0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0944_SP_SET: PLATFORM
 KB0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0944
 KB0944  HISTORY     - Date     Condition        Report By
 KB0944  HISTORY     - UNK      MONUMENTED       USGS
 KB0944  HISTORY     - 1933     GOOD             NGS
 KB0944  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB0944
 KB0944                          STATION DESCRIPTION
 KB0944
 KB0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0944'AT CURRAN.
 KB0944'AT CURRAN, SANGAMON COUNTY, ABOUT 100 FEET NORTHEAST OF THE
 KB0944'WABASH RAILROAD STATION, ON THE CONCRETE PLATFORM IN FRONT OF THE
 KB0944'LEAN-TO ADJOINING THE NORTH SIDE OF THE POST OFFICE AND STORE,
 KB0944'AND 6 INCHES SOUTHEAST OF THE NORTHWEST CORNER OF THE PLATFORM.  A
 KB0944'CHISELED SQUARE.
 KB0944
 KB0944                          STATION RECOVERY (1976)
 KB0944
 KB0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1550 ***********************************************************************
 LC1550  DESIGNATION -  CURVE
 LC1550  PID         -  LC1550
 LC1550  STATE/COUNTY-  IL/MCLEAN
 LC1550  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC1550
 LC1550                         *CURRENT SURVEY CONTROL
 LC1550  ___________________________________________________________________
 LC1550* NAD 83(1997)-  40 25 28.87316(N)    088 58 38.44605(W)     ADJUSTED  
 LC1550* NAVD 88     -       247.725  (meters)     812.74   (feet)  ADJUSTED  
 LC1550  ___________________________________________________________________
 LC1550  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 LC1550  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC1550  DYNAMIC HT  -         247.607 (meters)     812.36  (feet)  COMP
 LC1550  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 LC1550
 LC1550  HORZ ORDER  -  SECOND
 LC1550  VERT ORDER  -  FIRST     CLASS II
 LC1550
 LC1550.The horizontal coordinates were established by classical geodetic methods
 LC1550.and adjusted by the National Geodetic Survey in October 1999..
 LC1550
 LC1550.The orthometric height was determined by differential leveling
 LC1550.and adjusted by the National Geodetic Survey in June 1991..
 LC1550.WARNING-Repeat measurements at this control monument indicate possible
 LC1550.vertical movement.
 LC1550
 LC1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1550
 LC1550.The geoid height was determined by GEOID03.
 LC1550
 LC1550.The dynamic height is computed by dividing the NAVD 88
 LC1550.geopotential number by the normal gravity value computed on the
 LC1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1550.degrees latitude (g = 980.6199 gals.).
 LC1550
 LC1550.The modeled gravity was interpolated from observed gravity values.
 LC1550
 LC1550;                    North         East     Units Scale Factor Converg.
 LC1550;SPC IL E     -   417,355.004   245,348.655   MT  1.00001175   -0 25 03.4
 LC1550;SPC IL E     - 1,369,272.21    804,948.05   sFT  1.00001175   -0 25 03.4
 LC1550;UTM  16      - 4,476,772.371   332,259.249   MT  0.99994636   -1 16 57.0
 LC1550
 LC1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1550!SPC IL E     -   0.99996617  x   1.00001175  =   0.99997792
 LC1550!UTM  16      -   0.99996617  x   0.99994636  =   0.99991253
 LC1550
 LC1550:                Primary Azimuth Mark                     Grid Az
 LC1550:SPC IL E     -  CURVE AZ MK                              004 01 19.8
 LC1550:UTM  16      -  CURVE AZ MK                              004 53 13.4
 LC1550
 LC1550|---------------------------------------------------------------------|
 LC1550| PID    Reference Object                     Distance      Geod. Az  |
 LC1550|                                                           dddmmss.s |
 LC1550| CI6874 CURVE AZ MK                                        0033616.4 |
 LC1550| CI6875 CURVE RM                             14.600 METERS 03653     |
 LC1550| LC1549 BLOOMINGTON                         APPROX. 2.3 KM 3564452.2 |
 LC1550|---------------------------------------------------------------------|
 LC1550
 LC1550                          SUPERSEDED SURVEY CONTROL
 LC1550
 LC1550  NAD 83(1986)-  40 25 28.88558(N)    088 58 38.44500(W) AD(       ) 2
 LC1550  NAD 27      -  40 25 28.75330(N)    088 58 38.16550(W) AD(       ) 2
 LC1550  NGVD 29 (??/??/92)  247.78   (m)          812.9    (f) COMPUTED    1 2
 LC1550
 LC1550.Superseded values are not recommended for survey control.
 LC1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1550.See file dsdata.txt to determine how the superseded data were derived.
 LC1550
 LC1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3225976772(NAD 83)
 LC1550_MARKER: DS = TRIANGULATION STATION DISK
 LC1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1550
 LC1550  HISTORY     - Date     Condition        Report By
 LC1550  HISTORY     - 1920     MONUMENTED       CGS
 LC1550  HISTORY     - 1959     MARK NOT FOUND   CGS
 LC1550
 LC1550                          STATION DESCRIPTION
 LC1550
 LC1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LC1550'STATION IS ABOUT 3-1/2 MILES S OF BLOOMINGTON, ON THE E
 LC1550'SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACK, 1/2 MILE SE
 LC1550'OF THE ILLINOIS TRACTION SYSTEM STATION CURVE, 1/4 MILE N
 LC1550'OF A GRAIN ELEVATOR AT A SECTION ROAD CROSSING, 30 YARDS
 LC1550'N OF A SIGNPOST MARKED SECTION 538, AND 4.58 METERS (15.03
 LC1550'FEET) E OF THE E AND NEAREST RAIL.  THE SURFACE, UNDERGROUND,
 LC1550'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 LC1550'THE REFERENCE MARK
 LC1550'IS ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE, 14.60
 LC1550'METERS (47.90 FEET) FROM THE STATION, N 36 DEG 53 MIN E.
 LC1550'THE ELEVATION OF THE STATION MARK IS 248.032 METERS
 LC1550'(813.752 FEET) AND OF THE REFERENCE MARK 248.020 METERS
 LC1550'(813.712 FEET).
 LC1550
 LC1550                          STATION RECOVERY (1959)
 LC1550
 LC1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 LC1550'STATION SEARCHED FOR BUT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0448 ***********************************************************************
 LC0448  DESIGNATION -  CURVE RM 1
 LC0448  PID         -  LC0448
 LC0448  STATE/COUNTY-  IL/MCLEAN
 LC0448  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0448
 LC0448                         *CURRENT SURVEY CONTROL
 LC0448  ___________________________________________________________________
 LC0448* NAD 83(1986)-  40 25 28.     (N)    088 58 38.     (W)     SCALED    
 LC0448* NAVD 88     -       247.728  (meters)     812.75   (feet)  ADJUSTED  
 LC0448  ___________________________________________________________________
 LC0448  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0448  DYNAMIC HT  -         247.610 (meters)     812.37  (feet)  COMP
 LC0448  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 LC0448
 LC0448  VERT ORDER  -  FIRST     CLASS II
 LC0448
 LC0448.The horizontal coordinates were scaled from a topographic map and have
 LC0448.an estimated accuracy of +/- 6 seconds.
 LC0448
 LC0448.The orthometric height was determined by differential leveling
 LC0448.and adjusted by the National Geodetic Survey in June 1991..
 LC0448
 LC0448.The geoid height was determined by GEOID03.
 LC0448
 LC0448.The dynamic height is computed by dividing the NAVD 88
 LC0448.geopotential number by the normal gravity value computed on the
 LC0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0448.degrees latitude (g = 980.6199 gals.).
 LC0448
 LC0448.The modeled gravity was interpolated from observed gravity values.
 LC0448
 LC0448;                    North         East    Units  Estimated Accuracy
 LC0448;SPC IL E     -   417,330.      245,360.      MT  (+/- 180 meters Scaled)
 LC0448
 LC0448                          SUPERSEDED SURVEY CONTROL
 LC0448
 LC0448  NGVD 29 (??/??/92)  247.785  (m)          812.94   (f) ADJ UNCH    1 2
 LC0448
 LC0448.Superseded values are not recommended for survey control.
 LC0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0448.See file dsdata.txt to determine how the superseded data were derived.
 LC0448
 LC0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK322767(NAD 83)
 LC0448_MARKER: DR = REFERENCE MARK DISK
 LC0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0448_STAMPING: CURVE 1920
 LC0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0448+STABILITY: SURFACE MOTION
 LC0448
 LC0448  HISTORY     - Date     Condition        Report By
 LC0448  HISTORY     - 1920     MONUMENTED       CGS
 LC0448  HISTORY     - 1969     GOOD             NGS
 LC0448
 LC0448                          STATION DESCRIPTION
 LC0448
 LC0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0448'4.6 MI S FROM BLOOMINGTON.
 LC0448'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0448'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 3.95 MILES SOUTH ALONG
 LC0448'THE ILLINOIS CENTRAL RAILROAD, 227 FEET NORTH OF MILEPOST 792,
 LC0448'0.4 MILE OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 43 FEET
 LC0448'EAST OF THE EAST RAIL, 25 1/2 FEET NORTH OF A TELEPHONE POLE,
 LC0448'2 FEET WEST OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST,
 LC0448'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LC0448'POST WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  SEC 28,
 LC0448'T 23 N, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3258 ***********************************************************************
 ME3258  DESIGNATION -  CUT D 50
 ME3258  PID         -  ME3258
 ME3258  STATE/COUNTY-  IL/COOK
 ME3258  USGS QUAD   -  JACKSON PARK (1993)
 ME3258
 ME3258                         *CURRENT SURVEY CONTROL
 ME3258  ___________________________________________________________________
 ME3258* NAD 83(1997)-  41 50 18.98243(N)    087 36 40.52997(W)     ADJUSTED  
 ME3258* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 ME3258  ___________________________________________________________________
 ME3258  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 ME3258  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3258
 ME3258  HORZ ORDER  -  SECOND
 ME3258
 ME3258.The horizontal coordinates were established by classical geodetic methods
 ME3258.and adjusted by the National Geodetic Survey in October 1999..
 ME3258.No horizontal observational check was made to the station.
 ME3258
 ME3258.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3258
 ME3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3258
 ME3258.The geoid height was determined by GEOID03.
 ME3258
 ME3258;                    North         East     Units Scale Factor Converg.
 ME3258;SPC IL E     -   574,428.863   359,974.075   MT  1.00001924   +0 28 54.0
 ME3258;SPC IL E     - 1,884,605.36  1,181,014.94   sFT  1.00001924   +0 28 54.0
 ME3258;UTM  16      - 4,632,037.693   449,249.214   MT  0.99963169   -0 24 27.9
 ME3258
 ME3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3258!SPC IL E     -   0.99997628  x   1.00001924  =   0.99999552
 ME3258!UTM  16      -   0.99997628  x   0.99963169  =   0.99960798
 ME3258
 ME3258                          SUPERSEDED SURVEY CONTROL
 ME3258
 ME3258  NAD 83(1997)-  41 50 18.98264(N)    087 36 40.53034(W) AD(       ) 2
 ME3258  NAD 83(1997)-  41 50 18.98714(N)    087 36 40.54136(W) AD(       ) 2
 ME3258  NAD 83(1986)-  41 50 18.98792(N)    087 36 40.54056(W) AD(       ) 2
 ME3258  NGVD 29 (08/23/90)  185.     (m)          607.     (f) VERT ANG       
 ME3258
 ME3258.Superseded values are not recommended for survey control.
 ME3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3258.See file dsdata.txt to determine how the superseded data were derived.
 ME3258
 ME3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4924932038(NAD 83)
 ME3258_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3258_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3258+WITH SETTING: PAVEMENT
 ME3258_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3258+STABILITY: SURFACE MOTION
 ME3258
 ME3258  HISTORY     - Date     Condition        Report By
 ME3258  HISTORY     - 1983     MONUMENTED       IL1670
 ME3258
 ME3258                          STATION DESCRIPTION
 ME3258
 ME3258'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3258'THE STATION IS IN CHICAGO, LOCATED ALONG THE NORTH SIDE OF 31ST ST
 ME3258'IN THE  NORTH SIDEWALK OF THE 31ST STREET OVERPASS OVER THE RAILROAD,
 ME3258'JUST EAST OF LAKE PARK AVENUE.
 ME3258'
 ME3258'SEE ABOVE PARAGRAPH FOR TO REACH.
 ME3258'
 ME3258'THE STATION MARK IS A PLAIN BRASS DISK STAMPED---CUT D50---CEMENTED
 ME3258'IN A DRILL HOLE IN THE CONCRETE SIDEWALK.  IT IS 38.72 M (127.0 FT)
 ME3258'WEST OF STATION C14 COC.
 ME3258'
 ME3258'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3259 ***********************************************************************
 ME3259  DESIGNATION -  CUT D 63
 ME3259  PID         -  ME3259
 ME3259  STATE/COUNTY-  IL/COOK
 ME3259  USGS QUAD   -  JACKSON PARK (1993)
 ME3259
 ME3259                         *CURRENT SURVEY CONTROL
 ME3259  ___________________________________________________________________
 ME3259* NAD 83(1997)-  41 50 19.15177(N)    087 36 34.77991(W)     ADJUSTED  
 ME3259* NAVD 88     -       184.     (meters)     604.     (feet)  VERTCON   
 ME3259  ___________________________________________________________________
 ME3259  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ME3259  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3259
 ME3259  HORZ ORDER  -  SECOND
 ME3259
 ME3259.The horizontal coordinates were established by classical geodetic methods
 ME3259.and adjusted by the National Geodetic Survey in October 1999..
 ME3259.No horizontal observational check was made to the station.
 ME3259
 ME3259.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3259
 ME3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3259
 ME3259.The geoid height was determined by GEOID03.
 ME3259
 ME3259;                    North         East     Units Scale Factor Converg.
 ME3259;SPC IL E     -   574,435.204   360,106.695   MT  1.00001944   +0 28 57.8
 ME3259;SPC IL E     - 1,884,626.17  1,181,450.05   sFT  1.00001944   +0 28 57.8
 ME3259;UTM  16      - 4,632,041.973   449,381.866   MT  0.99963153   -0 24 24.0
 ME3259
 ME3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3259!SPC IL E     -   0.99997645  x   1.00001944  =   0.99999589
 ME3259!UTM  16      -   0.99997645  x   0.99963153  =   0.99960799
 ME3259
 ME3259                          SUPERSEDED SURVEY CONTROL
 ME3259
 ME3259  NAD 83(1997)-  41 50 19.15198(N)    087 36 34.78027(W) AD(       ) 2
 ME3259  NAD 83(1997)-  41 50 19.15650(N)    087 36 34.79125(W) AD(       ) 2
 ME3259  NAD 83(1986)-  41 50 19.15728(N)    087 36 34.79043(W) AD(       ) 2
 ME3259  NGVD 29 (08/23/90)  184.     (m)          604.     (f) VERT ANG       
 ME3259
 ME3259.Superseded values are not recommended for survey control.
 ME3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3259.See file dsdata.txt to determine how the superseded data were derived.
 ME3259
 ME3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4938232042(NAD 83)
 ME3259_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3259_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3259+STABILITY: SURFACE MOTION
 ME3259
 ME3259  HISTORY     - Date     Condition        Report By
 ME3259  HISTORY     - 1983     MONUMENTED       IL1670
 ME3259
 ME3259                          STATION DESCRIPTION
 ME3259
 ME3259'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3259'THE STATION IS IN CHICAGO, ALONG THE NORTH SIDE OF 31ST STREET, JUST
 ME3259'EAST OF THE ENTRANCE TO A PARKING AREA WHICH IS JUST EAST OF THE
 ME3259'31ST STREET OVERPASS OVER THE RAILROAD.
 ME3259'
 ME3259'SEE ABOVE PARAGRAPH FOR TO REACH.
 ME3259'
 ME3259'THE STATION IS A PLAIN BRASS DISK STAMPED---CUT D63---SET INTO THE
 ME3259'TOP OF A 0.15 M (6 INCH) CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 ME3259'SURFACE.  IT IS 94.07 M (308.6 FT) EAST OF STATION C14 COC.
 ME3259'
 ME3259'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1583 ***********************************************************************
 HB1583  DESIGNATION -  CYPRESS LOOKOUT TOWER
 HB1583  PID         -  HB1583
 HB1583  STATE/COUNTY-  IL/JOHNSON
 HB1583  USGS QUAD   -  KARNAK (1976)
 HB1583
 HB1583                         *CURRENT SURVEY CONTROL
 HB1583  ___________________________________________________________________
 HB1583* NAD 83(1997)-  37 20 41.20313(N)    088 59 29.67907(W)     ADJUSTED  
 HB1583* NAVD 88     -                                                        
 HB1583  ___________________________________________________________________
 HB1583  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HB1583  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HB1583
 HB1583  HORZ ORDER  -  THIRD
 HB1583
 HB1583.The horizontal coordinates were established by classical geodetic methods
 HB1583.and adjusted by the National Geodetic Survey in October 1999..
 HB1583
 HB1583
 HB1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1583
 HB1583.The geoid height was determined by GEOID03.
 HB1583
 HB1583;                    North         East     Units Scale Factor Converg.
 HB1583;SPC IL E     -    75,456.702   241,675.310   MT  1.00001689   -0 23 57.5
 HB1583;SPC IL E     -   247,560.86    792,896.41   sFT  1.00001689   -0 23 57.5
 HB1583;SPC IL W     -    75,898.641   804,118.308   MT  1.00007467   +0 42 46.4
 HB1583;SPC IL W     -   249,010.79  2,638,178.15   sFT  1.00007467   +0 42 46.4
 HB1583;UTM  16      - 4,134,981.165   323,591.099   MT  0.99998335   -1 12 30.3
 HB1583
 HB1583                          SUPERSEDED SURVEY CONTROL
 HB1583
 HB1583  NAD 83(1997)-  37 20 41.20782(N)    088 59 29.67761(W) AD(       ) 4
 HB1583  NAD 83(1986)-  37 20 41.21259(N)    088 59 29.68138(W) AD(       ) 4
 HB1583  NAD 27      -  37 20 41.02048(N)    088 59 29.42161(W) AD(       ) 3
 HB1583
 HB1583.Superseded values are not recommended for survey control.
 HB1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1583.See file dsdata.txt to determine how the superseded data were derived.
 HB1583
 HB1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2359134981(NAD 83)
 HB1583_MARKER: 57 = LOOKOUT TOWER
 HB1583
 HB1583  HISTORY     - Date     Condition        Report By
 HB1583  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1583
 HB1583                          STATION DESCRIPTION
 HB1583
 HB1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1583'THE STATION IS THE CENTER OF THE TOP OF THE STATE FOREST FIRE TOWER,
 HB1583'LOCATED ON A HIGH RIDGE LOCALLY KNOWN AS GEORGE BLUFF, 3.0 MILES
 HB1583'NORTHWEST OF BELKNAP, 90 FEET NORTHEAST OF THE CENTERLINE OF A
 HB1583'GRAVELED ROAD AND ON STATE PROPERTY.
 HB1583'
 HB1583'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A GLASS
 HB1583'-ENCLOSED OBSERVATION PLATFORM, OVERALL HEIGHT IS 100 FEET.
 HB1583'
 HB1583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 169
 HB1583'ABOUT 2 MILES WEST OF KARNAK, GO NORTH ON HIGHWAY 37 FOR 4.15 MILES
 HB1583'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON WINDING GRAVELED ROAD FOR
 HB1583'1.8 MILES TO A GRAVELED T-ROAD INTERSECTION.  TURN LEFT AND GO
 HB1583'NORTH ON THE GRAVELED ROAD FOR 0.9 MILE TO A SIDE ROAD LEFT. CONTINUE
 HB1583'STRAIGHT AHEAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1292 ***********************************************************************
 LC1292  DESIGNATION -  D
 LC1292  PID         -  LC1292
 LC1292  STATE/COUNTY-  IL/TAZEWELL
 LC1292  USGS QUAD   -  MARQUETTE HEIGHTS (1996)
 LC1292
 LC1292                         *CURRENT SURVEY CONTROL
 LC1292  ___________________________________________________________________
 LC1292* NAD 83(1986)-  40 32 28.     (N)    089 33 09.     (W)     SCALED    
 LC1292* NAVD 88     -       207.598  (meters)     681.09   (feet)  ADJUSTED  
 LC1292  ___________________________________________________________________
 LC1292  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LC1292  DYNAMIC HT  -         207.498 (meters)     680.77  (feet)  COMP
 LC1292  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 LC1292
 LC1292  VERT ORDER  -  FIRST     CLASS II
 LC1292
 LC1292.The horizontal coordinates were scaled from a topographic map and have
 LC1292.an estimated accuracy of +/- 6 seconds.
 LC1292
 LC1292.The orthometric height was determined by differential leveling
 LC1292.and adjusted by the National Geodetic Survey in June 1991..
 LC1292
 LC1292.The geoid height was determined by GEOID03.
 LC1292
 LC1292.The dynamic height is computed by dividing the NAVD 88
 LC1292.geopotential number by the normal gravity value computed on the
 LC1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1292.degrees latitude (g = 980.6199 gals.).
 LC1292
 LC1292.The modeled gravity was interpolated from observed gravity values.
 LC1292
 LC1292;                    North         East    Units  Estimated Accuracy
 LC1292;SPC IL W     -   430,250.      752,030.      MT  (+/- 180 meters Scaled)
 LC1292
 LC1292                          SUPERSEDED SURVEY CONTROL
 LC1292
 LC1292  NGVD 29 (??/??/92)  207.693  (m)          681.41   (f) ADJ UNCH    1 2
 LC1292
 LC1292.Superseded values are not recommended for survey control.
 LC1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1292.See file dsdata.txt to determine how the superseded data were derived.
 LC1292
 LC1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK838909(NAD 83)
 LC1292_MARKER: DD = SURVEY DISK
 LC1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1292_SP_SET: CULVERT
 LC1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1292
 LC1292  HISTORY     - Date     Condition        Report By
 LC1292  HISTORY     - UNK      MONUMENTED       USGS
 LC1292  HISTORY     - 1954     GOOD             NGS
 LC1292
 LC1292                          STATION DESCRIPTION
 LC1292
 LC1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1292'3.4 MI W FROM TREMONT.
 LC1292'3.45 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC1292'STATION AT TREMONT, ABOUT 0.1 MILE EAST OF MILE POST IND 197, ABOUT
 LC1292'0.2 MILE EAST OF CROSSING OF A STEEL TOWER POWER TRANSMISSION
 LC1292'LINE, IN THE TOP OF THE NORTH HEAD WALL OF 10-FOOT CONCRETE ARCHED
 LC1292'CULVERT NO. 480, 10.8 FEET NORTH OF NORTH RAIL, 4 FEET EAST OF
 LC1292'WEST END OF HEAD WALL, 1 FOOT SOUTH OF NORTH EDGE OF HEAD WALL AND
 LC1292'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- STAMPING MULIATED
 LC1292'AND NO LONGER LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0863 ***********************************************************************
 KB0863  DESIGNATION -  D 102
 KB0863  PID         -  KB0863
 KB0863  STATE/COUNTY-  IL/MACOUPIN
 KB0863  USGS QUAD   -  CARLINVILLE EAST (1979)
 KB0863
 KB0863                         *CURRENT SURVEY CONTROL
 KB0863  ___________________________________________________________________
 KB0863* NAD 83(1986)-  39 16 42.     (N)    089 47 16.     (W)     SCALED    
 KB0863* NAVD 88     -       195.168  (meters)     640.31   (feet)  ADJUSTED  
 KB0863  ___________________________________________________________________
 KB0863  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KB0863  DYNAMIC HT  -         195.057 (meters)     639.95  (feet)  COMP
 KB0863  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 KB0863
 KB0863  VERT ORDER  -  SECOND    CLASS 0
 KB0863
 KB0863.The horizontal coordinates were scaled from a topographic map and have
 KB0863.an estimated accuracy of +/- 6 seconds.
 KB0863
 KB0863.The orthometric height was determined by differential leveling
 KB0863.and adjusted by the National Geodetic Survey in June 1991..
 KB0863
 KB0863.The geoid height was determined by GEOID03.
 KB0863
 KB0863.The dynamic height is computed by dividing the NAVD 88
 KB0863.geopotential number by the normal gravity value computed on the
 KB0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0863.degrees latitude (g = 980.6199 gals.).
 KB0863
 KB0863.The modeled gravity was interpolated from observed gravity values.
 KB0863
 KB0863;                    North         East    Units  Estimated Accuracy
 KB0863;SPC IL W     -   289,940.      732,690.      MT  (+/- 180 meters Scaled)
 KB0863
 KB0863                          SUPERSEDED SURVEY CONTROL
 KB0863
 KB0863  NGVD 29 (??/??/92)  195.300  (m)          640.75   (f) ADJ UNCH    2 0
 KB0863
 KB0863.Superseded values are not recommended for survey control.
 KB0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0863.See file dsdata.txt to determine how the superseded data were derived.
 KB0863
 KB0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ595513(NAD 83)
 KB0863_MARKER: DB = BENCH MARK DISK
 KB0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0863_STAMPING: D 102 1935
 KB0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0863+STABILITY: SURFACE MOTION
 KB0863
 KB0863  HISTORY     - Date     Condition        Report By
 KB0863  HISTORY     - 1935     MONUMENTED       CGS
 KB0863  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0863
 KB0863                          STATION DESCRIPTION
 KB0863
 KB0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0863'5 MI E FROM CARLINVILLE.
 KB0863'5.0 MILES EAST ALONG STATE HIGHWAY 108 FROM THE COURTHOUSE AT
 KB0863'CARLINVILLE, MACOUPIN COUNTY, AT THE FIRST CROSSROADS EAST OF AN
 KB0863'OVERPASS OF AN ABANDONED RAILROAD, 65 FEET EAST OF TELEPHONE
 KB0863'POLE 1706, 67 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 KB0863'44 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD.  A STANDARD
 KB0863'DISK, STAMPED D 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0863
 KB0863                          STATION RECOVERY (1976)
 KB0863
 KB0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0081 ***********************************************************************
 KC0081  DESIGNATION -  D 103
 KC0081  PID         -  KC0081
 KC0081  STATE/COUNTY-  IL/JERSEY
 KC0081  USGS QUAD   -  MEDORA (1983)
 KC0081
 KC0081                         *CURRENT SURVEY CONTROL
 KC0081  ___________________________________________________________________
 KC0081* NAD 83(1986)-  39 12 12.     (N)    090 09 17.     (W)     SCALED    
 KC0081* NAVD 88     -       171.918  (meters)     564.03   (feet)  ADJUSTED  
 KC0081  ___________________________________________________________________
 KC0081  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 KC0081  DYNAMIC HT  -         171.821 (meters)     563.72  (feet)  COMP
 KC0081  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 KC0081
 KC0081  VERT ORDER  -  SECOND    CLASS 0
 KC0081
 KC0081.The horizontal coordinates were scaled from a topographic map and have
 KC0081.an estimated accuracy of +/- 6 seconds.
 KC0081
 KC0081.The orthometric height was determined by differential leveling
 KC0081.and adjusted by the National Geodetic Survey in June 1991..
 KC0081
 KC0081.The geoid height was determined by GEOID03.
 KC0081
 KC0081.The dynamic height is computed by dividing the NAVD 88
 KC0081.geopotential number by the normal gravity value computed on the
 KC0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0081.degrees latitude (g = 980.6199 gals.).
 KC0081
 KC0081.The modeled gravity was interpolated from observed gravity values.
 KC0081
 KC0081;                    North         East    Units  Estimated Accuracy
 KC0081;SPC IL W     -   281,540.      701,030.      MT  (+/- 180 meters Scaled)
 KC0081
 KC0081                          SUPERSEDED SURVEY CONTROL
 KC0081
 KC0081  NGVD 29 (??/??/92)  172.048  (m)          564.46   (f) ADJ UNCH    2 0
 KC0081
 KC0081.Superseded values are not recommended for survey control.
 KC0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0081.See file dsdata.txt to determine how the superseded data were derived.
 KC0081
 KC0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD456431(NAD 83)
 KC0081_MARKER: DB = BENCH MARK DISK
 KC0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0081_STAMPING: D 103 1935
 KC0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0081+STABILITY: SURFACE MOTION
 KC0081
 KC0081  HISTORY     - Date     Condition        Report By
 KC0081  HISTORY     - 1935     MONUMENTED       CGS
 KC0081  HISTORY     - 1979     MARK NOT FOUND   USGS
 KC0081
 KC0081                          STATION DESCRIPTION
 KC0081
 KC0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0081'0.9 MI S FROM KEMPER.
 KC0081'0.9 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0081'FROM THE STATION AT KEMPER, JERSEY COUNTY, 14 YARDS SOUTH OF A
 KC0081'ROAD CROSSING, 11 YARDS EAST OF THE CENTERLINE OF THE TRACK,
 KC0081'AND AT A FENCE LINE.  A STANDARD DISK, STAMPED D 103 1935 AND
 KC0081'SET IN THE TOP OF A CONCRETE POST.
 KC0081
 KC0081                          STATION RECOVERY (1979)
 KC0081
 KC0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KC0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0614 ***********************************************************************
 HB0614  DESIGNATION -  D 10=390
 HB0614  PID         -  HB0614
 HB0614  STATE/COUNTY-  IL/JACKSON
 HB0614  USGS QUAD   -  DE SOTO (1978)
 HB0614
 HB0614                         *CURRENT SURVEY CONTROL
 HB0614  ___________________________________________________________________
 HB0614* NAD 83(1986)-  37 52 00.     (N)    089 14 00.     (W)     SCALED    
 HB0614* NAVD 88     -       118.707  (meters)     389.46   (feet)  ADJUSTED  
 HB0614  ___________________________________________________________________
 HB0614  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HB0614  DYNAMIC HT  -         118.628 (meters)     389.20  (feet)  COMP
 HB0614  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 HB0614
 HB0614  VERT ORDER  -  FIRST     CLASS I
 HB0614
 HB0614.The horizontal coordinates were scaled from a topographic map and have
 HB0614.an estimated accuracy of +/- 6 seconds.
 HB0614
 HB0614.The orthometric height was determined by differential leveling
 HB0614.and adjusted by the National Geodetic Survey in June 1991..
 HB0614
 HB0614.The geoid height was determined by GEOID03.
 HB0614
 HB0614.The dynamic height is computed by dividing the NAVD 88
 HB0614.geopotential number by the normal gravity value computed on the
 HB0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0614.degrees latitude (g = 980.6199 gals.).
 HB0614
 HB0614.The modeled gravity was interpolated from observed gravity values.
 HB0614
 HB0614;                    North         East    Units  Estimated Accuracy
 HB0614;SPC IL W     -   133,580.      782,120.      MT  (+/- 180 meters Scaled)
 HB0614
 HB0614                          SUPERSEDED SURVEY CONTROL
 HB0614
 HB0614  NGVD 29 (??/??/??)  118.802  (m)          389.77   (f) ADJUSTED    1 1
 HB0614
 HB0614.Superseded values are not recommended for survey control.
 HB0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0614.See file dsdata.txt to determine how the superseded data were derived.
 HB0614
 HB0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG035933(NAD 83)
 HB0614_MARKER: Z = SEE DESCRIPTION
 HB0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0614_SP_SET: CULVERT
 HB0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0614
 HB0614  HISTORY     - Date     Condition        Report By
 HB0614  HISTORY     - UNK      MONUMENTED       LOCENG
 HB0614  HISTORY     - 1969     GOOD             CGS
 HB0614
 HB0614                          STATION DESCRIPTION
 HB0614
 HB0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0614'3 MI S FROM ELKVILLE.
 HB0614'ABOUT 3.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0614'THE POST OFFICE AT ELKVILLE, 0.45 MILE SOUTH OF MILEPOST 298,
 HB0614'7 1/2 RAILS NORTH OF A CROSSING OF THE RAILROAD AND A PAVED
 HB0614'ROAD, 16 1/2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, THE
 HB0614'MARK IS THE SECOND C IN CHICAGO IN THE INSCRIPTION GILBERT
 HB0614'SCRIBNER JR. CHICAGO 1902 WHICH IS ON A BRASS PLATE, SET IN THE
 HB0614'CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL OF A 50-INCH
 HB0614'TUBULAR CULVERT, 46 YARDS NORTHWEST OF A 36-INCH OAK TREE WHICH IS
 HB0614'IN THE NORTHWEST CORNER OF A ROADSIDE PARK, AND ABOUT 8 FEET
 HB0614'BELOW THE LEVEL OF THE TRACK.  SEC 32, T 7S, R 1W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1116 ***********************************************************************
 JB1116  DESIGNATION -  D 104
 JB1116  PID         -  JB1116
 JB1116  STATE/COUNTY-  IL/WASHINGTON
 JB1116  USGS QUAD   -  NASHVILLE (1981)
 JB1116
 JB1116                         *CURRENT SURVEY CONTROL
 JB1116  ___________________________________________________________________
 JB1116* NAD 83(1986)-  38 20 38.     (N)    089 23 46.     (W)     SCALED    
 JB1116* NAVD 88     -       150.712  (meters)     494.46   (feet)  ADJUSTED  
 JB1116  ___________________________________________________________________
 JB1116  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 JB1116  DYNAMIC HT  -         150.616 (meters)     494.15  (feet)  COMP
 JB1116  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JB1116
 JB1116  VERT ORDER  -  SECOND    CLASS 0
 JB1116
 JB1116.The horizontal coordinates were scaled from a topographic map and have
 JB1116.an estimated accuracy of +/- 6 seconds.
 JB1116
 JB1116.The orthometric height was determined by differential leveling
 JB1116.and adjusted by the National Geodetic Survey in June 1991..
 JB1116
 JB1116.The geoid height was determined by GEOID03.
 JB1116
 JB1116.The dynamic height is computed by dividing the NAVD 88
 JB1116.geopotential number by the normal gravity value computed on the
 JB1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1116.degrees latitude (g = 980.6199 gals.).
 JB1116
 JB1116.The modeled gravity was interpolated from observed gravity values.
 JB1116
 JB1116;                    North         East    Units  Estimated Accuracy
 JB1116;SPC IL W     -   186,420.      767,360.      MT  (+/- 180 meters Scaled)
 JB1116
 JB1116                          SUPERSEDED SURVEY CONTROL
 JB1116
 JB1116  NGVD 29 (??/??/92)  150.832  (m)          494.85   (f) ADJ UNCH    2 0
 JB1116
 JB1116.Superseded values are not recommended for survey control.
 JB1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1116.See file dsdata.txt to determine how the superseded data were derived.
 JB1116
 JB1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH906466(NAD 83)
 JB1116_MARKER: DB = BENCH MARK DISK
 JB1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1116_STAMPING: D 104 1935
 JB1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1116+STABILITY: SURFACE MOTION
 JB1116
 JB1116  HISTORY     - Date     Condition        Report By
 JB1116  HISTORY     - 1935     MONUMENTED       CGS
 JB1116
 JB1116                          STATION DESCRIPTION
 JB1116
 JB1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1116'AT NASHVILLE.
 JB1116'AT NASHVILLE, WASHINGTON COUNTY, ON THE MISSOURI-ILLINOIS RAILROAD
 JB1116'AT THE CROSSING OF STATE HIGHWAY 15, AT POLE 32+28, 48 FEET SOUTH
 JB1116'OF A WARNING SIGNAL, AND 14 FEET EAST OF THE CENTERLINE OF THE
 JB1116'TRACK.  A STANDARD DISK, STAMPED D 104 1935 AND SET IN THE TOP
 JB1116'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1243 ***********************************************************************
 JB1243  DESIGNATION -  D 105
 JB1243  PID         -  JB1243
 JB1243  STATE/COUNTY-  IL/RANDOLPH
 JB1243  USGS QUAD   -  EVANSVILLE (1982)
 JB1243
 JB1243                         *CURRENT SURVEY CONTROL
 JB1243  ___________________________________________________________________
 JB1243* NAD 83(1986)-  38 03 08.     (N)    089 57 33.     (W)     SCALED    
 JB1243* NAVD 88     -       119.437  (meters)     391.85   (feet)  ADJUSTED  
 JB1243  ___________________________________________________________________
 JB1243  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 JB1243  DYNAMIC HT  -         119.356 (meters)     391.59  (feet)  COMP
 JB1243  MODELED GRAV-     979,953.5   (mgal)                       NAVD 88
 JB1243
 JB1243  VERT ORDER  -  SECOND    CLASS 0
 JB1243
 JB1243.The horizontal coordinates were scaled from a topographic map and have
 JB1243.an estimated accuracy of +/- 6 seconds.
 JB1243
 JB1243.The orthometric height was determined by differential leveling
 JB1243.and adjusted by the National Geodetic Survey in June 1991..
 JB1243
 JB1243.The geoid height was determined by GEOID03.
 JB1243
 JB1243.The dynamic height is computed by dividing the NAVD 88
 JB1243.geopotential number by the normal gravity value computed on the
 JB1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1243.degrees latitude (g = 980.6199 gals.).
 JB1243
 JB1243.The modeled gravity was interpolated from observed gravity values.
 JB1243
 JB1243;                    North         East    Units  Estimated Accuracy
 JB1243;SPC IL W     -   153,790.      718,210.      MT  (+/- 180 meters Scaled)
 JB1243
 JB1243                          SUPERSEDED SURVEY CONTROL
 JB1243
 JB1243  NGVD 29 (??/??/92)  119.546  (m)          392.21   (f) ADJ UNCH    2 0
 JB1243
 JB1243.Superseded values are not recommended for survey control.
 JB1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1243.See file dsdata.txt to determine how the superseded data were derived.
 JB1243
 JB1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH403157(NAD 83)
 JB1243_MARKER: DB = BENCH MARK DISK
 JB1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1243_STAMPING: D 105 1935
 JB1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1243+STABILITY: SURFACE MOTION
 JB1243
 JB1243  HISTORY     - Date     Condition        Report By
 JB1243  HISTORY     - 1935     MONUMENTED       CGS
 JB1243  HISTORY     - 1957     GOOD             NGS
 JB1243
 JB1243                          STATION DESCRIPTION
 JB1243
 JB1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JB1243'3 MI S FROM EVANSVILLE.
 JB1243'3.0 MILES SOUTH ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE
 JB1243'STATION AT EVANSVILLE, RANDOLPH COUNTY, AT POLE 72+20, AT A ROAD
 JB1243'CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 37
 JB1243'FEET SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED D 105 1935 AND
 JB1243'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0869 ***********************************************************************
 HB0869  DESIGNATION -  D 106
 HB0869  PID         -  HB0869
 HB0869  STATE/COUNTY-  IL/UNION
 HB0869  USGS QUAD   -  ANNA (1978)
 HB0869
 HB0869                         *CURRENT SURVEY CONTROL
 HB0869  ___________________________________________________________________
 HB0869* NAD 83(1986)-  37 27 16.     (N)    089 10 59.     (W)     SCALED    
 HB0869* NAVD 88     -       189.624  (meters)     622.12   (feet)  ADJUSTED  
 HB0869  ___________________________________________________________________
 HB0869  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0869  DYNAMIC HT  -         189.489 (meters)     621.68  (feet)  COMP
 HB0869  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 HB0869
 HB0869  VERT ORDER  -  SECOND    CLASS 0
 HB0869
 HB0869.The horizontal coordinates were scaled from a topographic map and have
 HB0869.an estimated accuracy of +/- 6 seconds.
 HB0869
 HB0869.The orthometric height was determined by differential leveling
 HB0869.and adjusted by the National Geodetic Survey in June 1991..
 HB0869
 HB0869.The geoid height was determined by GEOID03.
 HB0869
 HB0869.The dynamic height is computed by dividing the NAVD 88
 HB0869.geopotential number by the normal gravity value computed on the
 HB0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0869.degrees latitude (g = 980.6199 gals.).
 HB0869
 HB0869.The modeled gravity was interpolated from observed gravity values.
 HB0869
 HB0869;                    North         East    Units  Estimated Accuracy
 HB0869;SPC IL W     -    87,880.      787,030.      MT  (+/- 180 meters Scaled)
 HB0869
 HB0869                          SUPERSEDED SURVEY CONTROL
 HB0869
 HB0869  NGVD 29 (??/??/??)  189.646  (m)          622.20   (f) ADJUSTED    2 0
 HB0869
 HB0869.Superseded values are not recommended for survey control.
 HB0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0869.See file dsdata.txt to determine how the superseded data were derived.
 HB0869
 HB0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG069475(NAD 83)
 HB0869_MARKER: DB = BENCH MARK DISK
 HB0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0869_STAMPING: D 106 1935
 HB0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0869+STABILITY: SURFACE MOTION
 HB0869
 HB0869  HISTORY     - Date     Condition        Report By
 HB0869  HISTORY     - 1935     MONUMENTED       CGS
 HB0869  HISTORY     - 20020828 MARK NOT FOUND   USACE
 HB0869
 HB0869                          STATION DESCRIPTION
 HB0869
 HB0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0869'3.7 MI E FROM ANNA.
 HB0869'3.7 MILES EAST ALONG STATE HIGHWAY 146 FROM THE ILLINOIS CENTRAL
 HB0869'RAILROAD STATION AT ANNA, UNION COUNTY, AT A ROAD JUNCTION, 26
 HB0869'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 24 FEET EAST OF
 HB0869'THE ROAD.  A STANDARD DISK, STAMPED D 106 1935 AND SET IN THE
 HB0869'TOP OF A CONCRETE POST.
 HB0869
 HB0869                          STATION RECOVERY (2002)
 HB0869
 HB0869'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0869'SUSPECTED DESTROYED. DITCH CUT IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0746 ***********************************************************************
 HB0746  DESIGNATION -  D 107
 HB0746  PID         -  HB0746
 HB0746  STATE/COUNTY-  IL/ALEXANDER
 HB0746  USGS QUAD   -  MC CLURE (1993)
 HB0746
 HB0746                         *CURRENT SURVEY CONTROL
 HB0746  ___________________________________________________________________
 HB0746* NAD 83(1986)-  37 17 36.     (N)    089 26 01.     (W)     SCALED    
 HB0746* NAVD 88     -       101.985  (meters)     334.60   (feet)  ADJUSTED  
 HB0746  ___________________________________________________________________
 HB0746  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HB0746  DYNAMIC HT  -         101.913 (meters)     334.36  (feet)  COMP
 HB0746  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 HB0746
 HB0746  VERT ORDER  -  SECOND    CLASS 0
 HB0746
 HB0746.The horizontal coordinates were scaled from a topographic map and have
 HB0746.an estimated accuracy of +/- 6 seconds.
 HB0746
 HB0746.The orthometric height was determined by differential leveling
 HB0746.and adjusted by the National Geodetic Survey in June 1991..
 HB0746
 HB0746.The geoid height was determined by GEOID03.
 HB0746
 HB0746.The dynamic height is computed by dividing the NAVD 88
 HB0746.geopotential number by the normal gravity value computed on the
 HB0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0746.degrees latitude (g = 980.6199 gals.).
 HB0746
 HB0746.The modeled gravity was interpolated from observed gravity values.
 HB0746
 HB0746;                    North         East    Units  Estimated Accuracy
 HB0746;SPC IL W     -    69,790.      765,000.      MT  (+/- 180 meters Scaled)
 HB0746
 HB0746                          SUPERSEDED SURVEY CONTROL
 HB0746
 HB0746  NGVD 29 (??/??/??)  101.908  (m)          334.34   (f) ADJUSTED    2 0
 HB0746
 HB0746.Superseded values are not recommended for survey control.
 HB0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0746.See file dsdata.txt to determine how the superseded data were derived.
 HB0746
 HB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG842301(NAD 83)
 HB0746_MARKER: DB = BENCH MARK DISK
 HB0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0746_STAMPING: D 107 1935
 HB0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0746+STABILITY: SURFACE MOTION
 HB0746
 HB0746  HISTORY     - Date     Condition        Report By
 HB0746  HISTORY     - 1935     MONUMENTED       CGS
 HB0746  HISTORY     - 20020828 MARK NOT FOUND   USACE
 HB0746
 HB0746                          STATION DESCRIPTION
 HB0746
 HB0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0746'1.9 MI S FROM MC CLURE.
 HB0746'1.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB0746'STATION AT MC CLURE, ALEXANDER COUNTY, 55 FEET NORTH OF BRIDGE NO.
 HB0746'114-A, AT POLE 115/12, 25 FEET NORTH OF A ROAD CROSSING, AND 42
 HB0746'FEET EAST OF THE CENTERLINE OF THE EAST MAIN TRACK.  A STANDRAD
 HB0746'DISK, STAMPED D 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0746
 HB0746                          STATION RECOVERY (2002)
 HB0746
 HB0746'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0168 ***********************************************************************
 JB0168  DESIGNATION -  D 108
 JB0168  PID         -  JB0168
 JB0168  STATE/COUNTY-  IL/EDWARDS
 JB0168  USGS QUAD   -  ALBION SOUTH (1971)
 JB0168
 JB0168                         *CURRENT SURVEY CONTROL
 JB0168  ___________________________________________________________________
 JB0168* NAD 83(1986)-  38 22 16.     (N)    088 03 22.     (W)     SCALED    
 JB0168* NAVD 88     -       141.145  (meters)     463.07   (feet)  ADJUSTED  
 JB0168  ___________________________________________________________________
 JB0168  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB0168  DYNAMIC HT  -         141.055 (meters)     462.78  (feet)  COMP
 JB0168  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JB0168
 JB0168  VERT ORDER  -  SECOND    CLASS 0
 JB0168
 JB0168.The horizontal coordinates were scaled from a topographic map and have
 JB0168.an estimated accuracy of +/- 6 seconds.
 JB0168
 JB0168.The orthometric height was determined by differential leveling
 JB0168.and adjusted by the National Geodetic Survey in June 1991..
 JB0168
 JB0168.The geoid height was determined by GEOID03.
 JB0168
 JB0168.The dynamic height is computed by dividing the NAVD 88
 JB0168.geopotential number by the normal gravity value computed on the
 JB0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0168.degrees latitude (g = 980.6199 gals.).
 JB0168
 JB0168.The modeled gravity was interpolated from observed gravity values.
 JB0168
 JB0168;                    North         East    Units  Estimated Accuracy
 JB0168;SPC IL E     -   189,200.      324,230.      MT  (+/- 180 meters Scaled)
 JB0168
 JB0168                          SUPERSEDED SURVEY CONTROL
 JB0168
 JB0168  NGVD 29 (??/??/92)  141.272  (m)          463.49   (f) ADJ UNCH    2 0
 JB0168
 JB0168.Superseded values are not recommended for survey control.
 JB0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0168.See file dsdata.txt to determine how the superseded data were derived.
 JB0168
 JB0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH077475(NAD 83)
 JB0168_MARKER: DB = BENCH MARK DISK
 JB0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0168_STAMPING: D 108 1935
 JB0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0168+STABILITY: SURFACE MOTION
 JB0168
 JB0168  HISTORY     - Date     Condition        Report By
 JB0168  HISTORY     - 1935     MONUMENTED       CGS
 JB0168  HISTORY     - 1952     MARK NOT FOUND   NGS
 JB0168  HISTORY     - 1971     MARK NOT FOUND   USGS
 JB0168
 JB0168                          STATION DESCRIPTION
 JB0168
 JB0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JB0168'AT ALBION.
 JB0168'AT ALBION, EDWARDS COUNTY, 16 RAILS EAST OF THE SOUTHERN RAILWAY
 JB0168'STATION, AND 20 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 JB0168'STAMPED D 108 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0168
 JB0168                          STATION RECOVERY (1971)
 JB0168
 JB0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JB0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0356 ***********************************************************************
 JB0356  DESIGNATION -  D 109
 JB0356  PID         -  JB0356
 JB0356  STATE/COUNTY-  IL/JEFFERSON
 JB0356  USGS QUAD   -  OPDYKE (1978)
 JB0356
 JB0356                         *CURRENT SURVEY CONTROL
 JB0356  ___________________________________________________________________
 JB0356* NAD 83(1986)-  38 19 10.     (N)    088 49 17.     (W)     SCALED    
 JB0356* NAVD 88     -       141.860  (meters)     465.42   (feet)  ADJUSTED  
 JB0356  ___________________________________________________________________
 JB0356  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 JB0356  DYNAMIC HT  -         141.768 (meters)     465.12  (feet)  COMP
 JB0356  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 JB0356
 JB0356  VERT ORDER  -  SECOND    CLASS 0
 JB0356
 JB0356.The horizontal coordinates were scaled from a topographic map and have
 JB0356.an estimated accuracy of +/- 6 seconds.
 JB0356
 JB0356.The orthometric height was determined by differential leveling
 JB0356.and adjusted by the National Geodetic Survey in June 1991..
 JB0356
 JB0356.The geoid height was determined by GEOID03.
 JB0356
 JB0356.The dynamic height is computed by dividing the NAVD 88
 JB0356.geopotential number by the normal gravity value computed on the
 JB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0356.degrees latitude (g = 980.6199 gals.).
 JB0356
 JB0356.The modeled gravity was interpolated from observed gravity values.
 JB0356
 JB0356;                    North         East    Units  Estimated Accuracy
 JB0356;SPC IL E     -   183,550.      257,320.      MT  (+/- 180 meters Scaled)
 JB0356
 JB0356                          SUPERSEDED SURVEY CONTROL
 JB0356
 JB0356  NGVD 29 (??/??/92)  141.964  (m)          465.76   (f) ADJ UNCH    2 0
 JB0356
 JB0356.Superseded values are not recommended for survey control.
 JB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0356.See file dsdata.txt to determine how the superseded data were derived.
 JB0356
 JB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH407428(NAD 83)
 JB0356_MARKER: DB = BENCH MARK DISK
 JB0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0356_STAMPING: D 109 1935
 JB0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0356+STABILITY: SURFACE MOTION
 JB0356
 JB0356  HISTORY     - Date     Condition        Report By
 JB0356  HISTORY     - 1935     MONUMENTED       CGS
 JB0356  HISTORY     - 1938     GOOD             NGS
 JB0356  HISTORY     - 1967     GOOD             NGS
 JB0356
 JB0356                          STATION DESCRIPTION
 JB0356
 JB0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JB0356'1.5 MI W FROM MARLOW.
 JB0356'1.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JB0356'MARLOW, JEFFERSON COUNTY, 1-1/2 RAILS EAST OF A ROAD CROSSING, 45
 JB0356'FEET SOUTH OF THE TRACK, 5 FEET NORTH OF A FENCE, AND FLUSH WITH
 JB0356'THE GROUND.  A STANDARD DISK, STAMPED D 109 1935 AND SET IN THE
 JB0356'TOP OF A CONCRETE POST.
 JB0356
 JB0356                          STATION RECOVERY (1967)
 JB0356
 JB0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JB0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0351 ***********************************************************************
 HB0351  DESIGNATION -  D 111
 HB0351  PID         -  HB0351
 HB0351  STATE/COUNTY-  IL/JOHNSON
 HB0351  USGS QUAD   -  BLOOMFIELD (1990)
 HB0351
 HB0351                         *CURRENT SURVEY CONTROL
 HB0351  ___________________________________________________________________
 HB0351* NAD 83(1986)-  37 24 49.     (N)    088 45 29.     (W)     SCALED    
 HB0351* NAVD 88     -       110.915  (meters)     363.89   (feet)  ADJUSTED  
 HB0351  ___________________________________________________________________
 HB0351  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HB0351  DYNAMIC HT  -         110.835 (meters)     363.63  (feet)  COMP
 HB0351  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 HB0351
 HB0351  VERT ORDER  -  SECOND    CLASS 0
 HB0351
 HB0351.The horizontal coordinates were scaled from a topographic map and have
 HB0351.an estimated accuracy of +/- 6 seconds.
 HB0351
 HB0351.The orthometric height was determined by differential leveling
 HB0351.and adjusted by the National Geodetic Survey in June 1991..
 HB0351
 HB0351.The geoid height was determined by GEOID03.
 HB0351
 HB0351.The dynamic height is computed by dividing the NAVD 88
 HB0351.geopotential number by the normal gravity value computed on the
 HB0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0351.degrees latitude (g = 980.6199 gals.).
 HB0351
 HB0351.The modeled gravity was interpolated from observed gravity values.
 HB0351
 HB0351;                    North         East    Units  Estimated Accuracy
 HB0351;SPC IL E     -    82,980.      262,400.      MT  (+/- 180 meters Scaled)
 HB0351
 HB0351                          SUPERSEDED SURVEY CONTROL
 HB0351
 HB0351  NGVD 29 (??/??/??)  110.997  (m)          364.16   (f) ADJUSTED    2 0
 HB0351
 HB0351.Superseded values are not recommended for survey control.
 HB0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0351.See file dsdata.txt to determine how the superseded data were derived.
 HB0351
 HB0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG444422(NAD 83)
 HB0351_MARKER: DB = BENCH MARK DISK
 HB0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0351_STAMPING: D 111 1935
 HB0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0351+STABILITY: SURFACE MOTION
 HB0351
 HB0351  HISTORY     - Date     Condition        Report By
 HB0351  HISTORY     - 1935     MONUMENTED       CGS
 HB0351  HISTORY     - 1958     MARK NOT FOUND   CGS
 HB0351  HISTORY     - 1965     MARK NOT FOUND   CGS
 HB0351
 HB0351                          STATION DESCRIPTION
 HB0351
 HB0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HB0351'2.1 MI N FROM GRANTSBURG.
 HB0351'2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0351'STATION AT GRANTSBURG, JOHNSON COUNTY, 150 YARDS NORTH OF
 HB0351'BRIDGE 133.4, 20 YARDS SOUTH OF A ROAD CROSSING, AND 11-1/2
 HB0351'YARDS EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HB0351'STAMPED D 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0351'NOTE-- BRUSH AND THORNS WERE SO THICK IN AREA THAT MARK MIGHT
 HB0351'HAVE BEEN OVERLOOKED.  THE RAILROAD HAS BEEN DISMANTLED.  THERE
 HB0351'IS SOME CHANCE THAT MARK HAS BEEN DESTROYED.
 HB0351
 HB0351                          STATION RECOVERY (1965)
 HB0351
 HB0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0320 ***********************************************************************
 HB0320  DESIGNATION -  D 112
 HB0320  PID         -  HB0320
 HB0320  STATE/COUNTY-  IL/MASSAC
 HB0320  USGS QUAD   -  METROPOLIS (1996)
 HB0320
 HB0320                         *CURRENT SURVEY CONTROL
 HB0320  ___________________________________________________________________
 HB0320* NAD 83(1986)-  37 09 38.     (N)    088 38 58.     (W)     SCALED    
 HB0320* NAVD 88     -       114.344  (meters)     375.14   (feet)  ADJUSTED  
 HB0320  ___________________________________________________________________
 HB0320  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0320  DYNAMIC HT  -         114.261 (meters)     374.87  (feet)  COMP
 HB0320  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 HB0320
 HB0320  VERT ORDER  -  SECOND    CLASS 0
 HB0320
 HB0320.The horizontal coordinates were scaled from a topographic map and have
 HB0320.an estimated accuracy of +/- 6 seconds.
 HB0320
 HB0320.The orthometric height was determined by differential leveling
 HB0320.and adjusted by the National Geodetic Survey in June 1991..
 HB0320
 HB0320.The geoid height was determined by GEOID03.
 HB0320
 HB0320.The dynamic height is computed by dividing the NAVD 88
 HB0320.geopotential number by the normal gravity value computed on the
 HB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0320.degrees latitude (g = 980.6199 gals.).
 HB0320
 HB0320.The modeled gravity was interpolated from observed gravity values.
 HB0320
 HB0320;                    North         East    Units  Estimated Accuracy
 HB0320;SPC IL E     -    54,860.      271,920.      MT  (+/- 180 meters Scaled)
 HB0320
 HB0320                          SUPERSEDED SURVEY CONTROL
 HB0320
 HB0320  NGVD 29 (??/??/??)  114.375  (m)          375.25   (f) ADJUSTED    2 0
 HB0320
 HB0320.Superseded values are not recommended for survey control.
 HB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0320.See file dsdata.txt to determine how the superseded data were derived.
 HB0320
 HB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG535139(NAD 83)
 HB0320_MARKER: DB = BENCH MARK DISK
 HB0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0320_STAMPING: D 112 1935
 HB0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0320+STABILITY: SURFACE MOTION
 HB0320
 HB0320  HISTORY     - Date     Condition        Report By
 HB0320  HISTORY     - 1935     MONUMENTED       CGS
 HB0320  HISTORY     - 1967     MARK NOT FOUND   CGS
 HB0320
 HB0320                          STATION DESCRIPTION
 HB0320
 HB0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0320'4.3 MI E FROM METROPOLIS.
 HB0320'4.3 MILES EAST ALONG U.S. HIGHWAY 45 FROM THE EAST CITY LIMITS
 HB0320'AT METROPOLIS, MASSAC COUNTY, 50 YARDS WEST OF A CROSSROADS,
 HB0320'12 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND AT A FENCE.
 HB0320'A STANDARD DISK, STAMPED D 112 1935 AND SET IN THE TOP OF A
 HB0320'CONCRETE POST.
 HB0320
 HB0320                          STATION RECOVERY (1967)
 HB0320
 HB0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HB0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0839 ***********************************************************************
 KB0839  DESIGNATION -  D 113
 KB0839  PID         -  KB0839
 KB0839  STATE/COUNTY-  IL/MONTGOMERY
 KB0839  USGS QUAD   -  SORENTO NORTH (1974)
 KB0839
 KB0839                         *CURRENT SURVEY CONTROL
 KB0839  ___________________________________________________________________
 KB0839* NAD 83(1986)-  39 01 29.     (N)    089 36 32.     (W)     SCALED    
 KB0839* NAVD 88     -       180.161  (meters)     591.08   (feet)  ADJUSTED  
 KB0839  ___________________________________________________________________
 KB0839  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KB0839  DYNAMIC HT  -         180.055 (meters)     590.73  (feet)  COMP
 KB0839  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 KB0839
 KB0839  VERT ORDER  -  SECOND    CLASS 0
 KB0839
 KB0839.The horizontal coordinates were scaled from a topographic map and have
 KB0839.an estimated accuracy of +/- 6 seconds.
 KB0839
 KB0839.The orthometric height was determined by differential leveling
 KB0839.and adjusted by the National Geodetic Survey in June 1991..
 KB0839
 KB0839.The geoid height was determined by GEOID03.
 KB0839
 KB0839.The dynamic height is computed by dividing the NAVD 88
 KB0839.geopotential number by the normal gravity value computed on the
 KB0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0839.degrees latitude (g = 980.6199 gals.).
 KB0839
 KB0839.The modeled gravity was interpolated from observed gravity values.
 KB0839
 KB0839;                    North         East    Units  Estimated Accuracy
 KB0839;SPC IL W     -   261,860.      748,300.      MT  (+/- 180 meters Scaled)
 KB0839
 KB0839                          SUPERSEDED SURVEY CONTROL
 KB0839
 KB0839  NGVD 29 (??/??/92)  180.291  (m)          591.50   (f) ADJ UNCH    2 0
 KB0839
 KB0839.Superseded values are not recommended for survey control.
 KB0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0839.See file dsdata.txt to determine how the superseded data were derived.
 KB0839
 KB0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ741227(NAD 83)
 KB0839_MARKER: DB = BENCH MARK DISK
 KB0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0839_STAMPING: D 113 1935
 KB0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0839+STABILITY: SURFACE MOTION
 KB0839
 KB0839  HISTORY     - Date     Condition        Report By
 KB0839  HISTORY     - 1935     MONUMENTED       CGS
 KB0839  HISTORY     - 1935     MARK NOT FOUND   NGS
 KB0839
 KB0839                          STATION DESCRIPTION
 KB0839
 KB0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0839'2.5 MI NW FROM SORENTO.
 KB0839'IN MONTGOMERY COUNTY, 2.5 MILES NORTHWEST ALONG THE CHICAGO,
 KB0839'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT SORENTO, BOND
 KB0839'COUNTY, AT POLE 75/4, ONE RAIL SOUTH OF A ROAD CROSSING, AND 20
 KB0839'FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED D 113 1935
 KB0839'AND SET IN THE TOP OF A CONCRETE POST.
 KB0839
 KB0839                          STATION RECOVERY (1935)
 KB0839
 KB0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KB0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0076 ***********************************************************************
 JC0076  DESIGNATION -  D 114
 JC0076  PID         -  JC0076
 JC0076  STATE/COUNTY-  IL/ST CLAIR
 JC0076  USGS QUAD   -  CAHOKIA (1993)
 JC0076
 JC0076                         *CURRENT SURVEY CONTROL
 JC0076  ___________________________________________________________________
 JC0076* NAD 83(1986)-  38 37 21.     (N)    090 10 05.     (W)     SCALED    
 JC0076* NAVD 88     -       127.675  (meters)     418.88   (feet)  ADJUSTED  
 JC0076  ___________________________________________________________________
 JC0076  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JC0076  DYNAMIC HT  -         127.594 (meters)     418.61  (feet)  COMP
 JC0076  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JC0076
 JC0076  VERT ORDER  -  SECOND    CLASS 0
 JC0076
 JC0076.The horizontal coordinates were scaled from a topographic map and have
 JC0076.an estimated accuracy of +/- 6 seconds.
 JC0076
 JC0076.The orthometric height was determined by differential leveling
 JC0076.and adjusted by the National Geodetic Survey in June 1991..
 JC0076
 JC0076.The geoid height was determined by GEOID03.
 JC0076
 JC0076.The dynamic height is computed by dividing the NAVD 88
 JC0076.geopotential number by the normal gravity value computed on the
 JC0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0076.degrees latitude (g = 980.6199 gals.).
 JC0076
 JC0076.The modeled gravity was interpolated from observed gravity values.
 JC0076
 JC0076;                    North         East    Units  Estimated Accuracy
 JC0076;SPC IL W     -   217,070.      699,880.      MT  (+/- 180 meters Scaled)
 JC0076
 JC0076                          SUPERSEDED SURVEY CONTROL
 JC0076
 JC0076  NGVD 29 (??/??/92)  127.793  (m)          419.27   (f) ADJ UNCH    2 0
 JC0076
 JC0076.Superseded values are not recommended for survey control.
 JC0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0076.See file dsdata.txt to determine how the superseded data were derived.
 JC0076
 JC0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC465786(NAD 83)
 JC0076_MARKER: DB = BENCH MARK DISK
 JC0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0076_STAMPING: D 114 1935
 JC0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0076+STABILITY: SURFACE MOTION
 JC0076
 JC0076  HISTORY     - Date     Condition        Report By
 JC0076  HISTORY     - 1935     MONUMENTED       CGS
 JC0076
 JC0076                          STATION DESCRIPTION
 JC0076
 JC0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0076'AT EAST ST LOUIS.
 JC0076'AT EAST ST. LOUIS, ST. CLAIR COUNTY, ON THE ILLINOIS CENTRAL
 JC0076'RAILROAD, AT THE CROSSING OF THE GULF, MOBILE AND OHIO RAILROAD,
 JC0076'AT THE NORTH END OF A FILL, 66 FEET NORTH OF THE CONCRETE PIER
 JC0076'OF AN OVERHEAD BRIDGE, AND 25 FEET WEST OF THE CENTERLINE OF THE
 JC0076'SOUTH-BOUND TRACK.  A STANDARD DISK, STAMPED D 114 1935 AND SET
 JC0076'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0103 ***********************************************************************
 JC0103  DESIGNATION -  D 115
 JC0103  PID         -  JC0103
 JC0103  STATE/COUNTY-  IL/ST CLAIR
 JC0103  USGS QUAD   -  CAHOKIA (1993)
 JC0103
 JC0103                         *CURRENT SURVEY CONTROL
 JC0103  ___________________________________________________________________
 JC0103* NAD 83(1986)-  38 30 57.     (N)    090 12 31.     (W)     SCALED    
 JC0103* NAVD 88     -       126.166  (meters)     413.93   (feet)  ADJUSTED  
 JC0103  ___________________________________________________________________
 JC0103  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 JC0103  DYNAMIC HT  -         126.085 (meters)     413.66  (feet)  COMP
 JC0103  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JC0103
 JC0103  VERT ORDER  -  SECOND    CLASS 0
 JC0103
 JC0103.The horizontal coordinates were scaled from a topographic map and have
 JC0103.an estimated accuracy of +/- 6 seconds.
 JC0103
 JC0103.The orthometric height was determined by differential leveling
 JC0103.and adjusted by the National Geodetic Survey in June 1991..
 JC0103
 JC0103.The geoid height was determined by GEOID03.
 JC0103
 JC0103.The dynamic height is computed by dividing the NAVD 88
 JC0103.geopotential number by the normal gravity value computed on the
 JC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0103.degrees latitude (g = 980.6199 gals.).
 JC0103
 JC0103.The modeled gravity was interpolated from observed gravity values.
 JC0103
 JC0103;                    North         East    Units  Estimated Accuracy
 JC0103;SPC IL W     -   205,230.      696,340.      MT  (+/- 180 meters Scaled)
 JC0103
 JC0103                          SUPERSEDED SURVEY CONTROL
 JC0103
 JC0103  NGVD 29 (??/??/92)  126.312  (m)          414.41   (f) ADJ UNCH    2 0
 JC0103
 JC0103.Superseded values are not recommended for survey control.
 JC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0103.See file dsdata.txt to determine how the superseded data were derived.
 JC0103
 JC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC433667(NAD 83)
 JC0103_MARKER: DB = BENCH MARK DISK
 JC0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0103_STAMPING: D 115 1935
 JC0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0103+STABILITY: SURFACE MOTION
 JC0103
 JC0103  HISTORY     - Date     Condition        Report By
 JC0103  HISTORY     - 1935     MONUMENTED       CGS
 JC0103  HISTORY     - 20000829 POOR             LOCSUR
 JC0103  HISTORY     - 20030223 POOR             GEOCAC
 JC0103
 JC0103                          STATION DESCRIPTION
 JC0103
 JC0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0103'AT DUPO.
 JC0103'AT DUPO, ST. CLAIR COUNTY, AT THE PUBLIC SCHOOL, 30 FEET NORTH OF
 JC0103'THE CENTERLINE OF LOUISA STREET, 6 FEET NORTH OF THE NORTH CURB,
 JC0103'AT THE SOUTHWEST CORNER OF THE SCHOOLYARD, AND 8 FEET SOUTHWEST
 JC0103'OF THE GEORGE WASHINGTON MEMORIAL TREE.  A STANDARD DISK, STAMPED
 JC0103'D 115 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JC0103'INCHES ABOVE GROUND.
 JC0103
 JC0103                          STATION RECOVERY (2000)
 JC0103
 JC0103'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (AHK)
 JC0103'THE MONUMENT APPEARED STABLE BUT ABOUT HALF OF THE BRASS DISK WAS
 JC0103'MISSING.  THE HALF OF THE DISK THAT REMAINS APPEARS SECURE AND THE
 JC0103'STATION TRIANGLE IS STILL VISIBLE.  THE SCHOOL WHERE THE MONUMENT IS
 JC0103'LOCATED IS NOW OWNED BY THE FIRST PENTECOSTAL CHURCH OF DUPO.
 JC0103
 JC0103                          STATION RECOVERY (2003)
 JC0103
 JC0103'RECOVERY NOTE BY GEOCACHING 2003
 JC0103'THE DISK IS APPROX. 1/2 MISSING.  NO STAMPED LETTERS OR NUMBERS REMAIN
 JC0103'ON THE DISK.  THE CENTER PORTION OF THE DISK IS STILL THERE AND THE
 JC0103'CONCRETE MOUNTING APPEAR UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0853 ***********************************************************************
 HB0853  DESIGNATION -  D 116
 HB0853  PID         -  HB0853
 HB0853  STATE/COUNTY-  IL/ALEXANDER
 HB0853  USGS QUAD   -  CAIRO (1993)
 HB0853
 HB0853                         *CURRENT SURVEY CONTROL
 HB0853  ___________________________________________________________________
 HB0853* NAD 83(1986)-  37 02 26.     (N)    089 11 09.     (W)     SCALED    
 HB0853* NAVD 88     -        94.464  (meters)     309.92   (feet)  ADJUSTED  
 HB0853  ___________________________________________________________________
 HB0853  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0853  DYNAMIC HT  -          94.395 (meters)     309.69  (feet)  COMP
 HB0853  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 HB0853
 HB0853  VERT ORDER  -  FIRST     CLASS I
 HB0853
 HB0853.The horizontal coordinates were scaled from a topographic map and have
 HB0853.an estimated accuracy of +/- 6 seconds.
 HB0853
 HB0853.The orthometric height was determined by differential leveling
 HB0853.and adjusted by the National Geodetic Survey in June 1991..
 HB0853
 HB0853.The geoid height was determined by GEOID03.
 HB0853
 HB0853.The dynamic height is computed by dividing the NAVD 88
 HB0853.geopotential number by the normal gravity value computed on the
 HB0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0853.degrees latitude (g = 980.6199 gals.).
 HB0853
 HB0853.The modeled gravity was interpolated from observed gravity values.
 HB0853
 HB0853;                    North         East    Units  Estimated Accuracy
 HB0853;SPC IL W     -    41,940.      787,260.      MT  (+/- 180 meters Scaled)
 HB0853
 HB0853                          SUPERSEDED SURVEY CONTROL
 HB0853
 HB0853  NGVD 29 (??/??/??)   94.354  (m)          309.56   (f) ADJUSTED    1 1
 HB0853
 HB0853.Superseded values are not recommended for survey control.
 HB0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0853.See file dsdata.txt to determine how the superseded data were derived.
 HB0853
 HB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG056016(NAD 83)
 HB0853_MARKER: DB = BENCH MARK DISK
 HB0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0853_STAMPING: D 116 1935
 HB0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0853+STABILITY: SURFACE MOTION
 HB0853
 HB0853  HISTORY     - Date     Condition        Report By
 HB0853  HISTORY     - 1935     MONUMENTED       CGS
 HB0853  HISTORY     - 1969     GOOD             CGS
 HB0853  HISTORY     - 1976     GOOD             NGS
 HB0853  HISTORY     - 1976     GOOD             ILDT
 HB0853  HISTORY     - 1976     GOOD             ILDT
 HB0853  HISTORY     - 1976     GOOD             ILDT
 HB0853  HISTORY     - 20020830 MARK NOT FOUND   USACE
 HB0853
 HB0853                          STATION DESCRIPTION
 HB0853
 HB0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0853'2.9 MI N FROM CAIRO.
 HB0853'ABOUT 2.9 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0853'AND COURTHOUSE AT CAIRO, AT THE JUNCTION OF THE HIGHWAY AND STATE
 HB0853'HIGHWAY 3 WHICH LEADS WEST, 52 1/2 FEET EAST OF THE CENTER LINE
 HB0853'OF U.S. HIGHWAY 51, 27 1/2 FEET NORTH OF THE EXTENDED CENTER
 HB0853'LINE OF STATE HIGHWAY 3, 40 FEET NORTH OF THE CENTER LINE OF A
 HB0853'GRAVELED DRIVEWAY WHICH LEADS EAST, 64 FEET NORTH-NORTHWEST AND
 HB0853'ACROSS THE DRIVEWAY FROM THE MORE NORTHEASTERLY OF TWO BRICK
 HB0853'PILLARS WHICH ARE ON THE PROPERTY OF THE GARDEN INN MOTEL, 16
 HB0853'FEET WEST OF A POWER POLE, 1.2 FEET NORTH OF A METAL WITNESS
 HB0853'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 HB0853'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 11, T 17 S, R 1 W.
 HB0853
 HB0853                          STATION RECOVERY (1976)
 HB0853
 HB0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0853'RECOVERED IN GOOD CONDITION.
 HB0853
 HB0853                          STATION RECOVERY (1976)
 HB0853
 HB0853'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0853'RECOVERED IN GOOD CONDITION.
 HB0853
 HB0853                          STATION RECOVERY (1976)
 HB0853
 HB0853'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0853'RECOVERED IN GOOD CONDITION.
 HB0853
 HB0853                          STATION RECOVERY (1976)
 HB0853
 HB0853'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0853'RECOVERED IN GOOD CONDITION.
 HB0853
 HB0853                          STATION RECOVERY (2002)
 HB0853
 HB0853'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0607 ***********************************************************************
 KB0607  DESIGNATION -  D 12
 KB0607  PID         -  KB0607
 KB0607  STATE/COUNTY-  IL/MOULTRIE
 KB0607  USGS QUAD   -  LOVINGTON (1983)
 KB0607
 KB0607                         *CURRENT SURVEY CONTROL
 KB0607  ___________________________________________________________________
 KB0607* NAD 83(1986)-  39 43 37.     (N)    088 39 11.     (W)     SCALED    
 KB0607* NAVD 88     -       205.841  (meters)     675.33   (feet)  ADJUSTED  
 KB0607  ___________________________________________________________________
 KB0607  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KB0607  DYNAMIC HT  -         205.725 (meters)     674.95  (feet)  COMP
 KB0607  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 KB0607
 KB0607  VERT ORDER  -  FIRST     CLASS II
 KB0607
 KB0607.The horizontal coordinates were scaled from a topographic map and have
 KB0607.an estimated accuracy of +/- 6 seconds.
 KB0607
 KB0607.The orthometric height was determined by differential leveling
 KB0607.and adjusted by the National Geodetic Survey in June 1991..
 KB0607
 KB0607.The geoid height was determined by GEOID03.
 KB0607
 KB0607.The dynamic height is computed by dividing the NAVD 88
 KB0607.geopotential number by the normal gravity value computed on the
 KB0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0607.degrees latitude (g = 980.6199 gals.).
 KB0607
 KB0607.The modeled gravity was interpolated from observed gravity values.
 KB0607
 KB0607;                    North         East    Units  Estimated Accuracy
 KB0607;SPC IL E     -   339,730.      272,590.      MT  (+/- 180 meters Scaled)
 KB0607
 KB0607                          SUPERSEDED SURVEY CONTROL
 KB0607
 KB0607  NGVD 29 (??/??/92)  205.912  (m)          675.56   (f) ADJ UNCH    1 2
 KB0607
 KB0607.Superseded values are not recommended for survey control.
 KB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0607.See file dsdata.txt to determine how the superseded data were derived.
 KB0607
 KB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ583987(NAD 83)
 KB0607_MARKER: DB = BENCH MARK DISK
 KB0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0607_STAMPING: 675.783 D 12 1933
 KB0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0607+STABILITY: SURFACE MOTION
 KB0607
 KB0607  HISTORY     - Date     Condition        Report By
 KB0607  HISTORY     - 1933     MONUMENTED       CGS
 KB0607  HISTORY     - 1938     GOOD             NGS
 KB0607  HISTORY     - 1942     GOOD             NGS
 KB0607
 KB0607                          STATION DESCRIPTION
 KB0607
 KB0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KB0607'1.3 MI NW FROM LOVINGTON.
 KB0607'1.3 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KB0607'LOVINGTON, MOULTRIE COUNTY, 15 POLES NORTHWEST OF MILEPOST 73,
 KB0607'35 FEET NORTHWEST OF A GRADE CROSSING, 24 FEET NORTHEAST OF THE
 KB0607'CENTERLINE OF THE TRACK, AND 1 FOOT SOUTHWEST AND 1 FOOT
 KB0607'NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED 675.783
 KB0607'D 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KB0607
 KB0607                          STATION RECOVERY (1942)
 KB0607
 KB0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KB0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0720 ***********************************************************************
 HB0720  DESIGNATION -  D 120
 HB0720  PID         -  HB0720
 HB0720  STATE/COUNTY-  IL/WILLIAMSON
 HB0720  USGS QUAD   -  CRAB ORCHARD LAKE (1996)
 HB0720
 HB0720                         *CURRENT SURVEY CONTROL
 HB0720  ___________________________________________________________________
 HB0720* NAD 83(1986)-  37 44 08.     (N)    089 01 19.     (W)     SCALED    
 HB0720* NAVD 88     -       134.529  (meters)     441.37   (feet)  ADJUSTED  
 HB0720  ___________________________________________________________________
 HB0720  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB0720  DYNAMIC HT  -         134.437 (meters)     441.07  (feet)  COMP
 HB0720  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 HB0720
 HB0720  VERT ORDER  -  SECOND    CLASS 0
 HB0720
 HB0720.The horizontal coordinates were scaled from a topographic map and have
 HB0720.an estimated accuracy of +/- 6 seconds.
 HB0720
 HB0720.The orthometric height was determined by differential leveling
 HB0720.and adjusted by the National Geodetic Survey in June 1991..
 HB0720
 HB0720.The geoid height was determined by GEOID03.
 HB0720
 HB0720.The dynamic height is computed by dividing the NAVD 88
 HB0720.geopotential number by the normal gravity value computed on the
 HB0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0720.degrees latitude (g = 980.6199 gals.).
 HB0720
 HB0720.The modeled gravity was interpolated from observed gravity values.
 HB0720
 HB0720;                    North         East    Units  Estimated Accuracy
 HB0720;SPC IL E     -   118,850.      239,300.      MT  (+/- 180 meters Scaled)
 HB0720
 HB0720                          SUPERSEDED SURVEY CONTROL
 HB0720
 HB0720  NGVD 29 (??/??/??)  134.621  (m)          441.67   (f) ADJUSTED    2 0
 HB0720
 HB0720.Superseded values are not recommended for survey control.
 HB0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0720.See file dsdata.txt to determine how the superseded data were derived.
 HB0720
 HB0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG218783(NAD 83)
 HB0720_MARKER: DB = BENCH MARK DISK
 HB0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0720_STAMPING: D 120 1935
 HB0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0720+STABILITY: SURFACE MOTION
 HB0720
 HB0720  HISTORY     - Date     Condition        Report By
 HB0720  HISTORY     - 1935     MONUMENTED       CGS
 HB0720  HISTORY     - 1965     MARK NOT FOUND   CGS
 HB0720
 HB0720                          STATION DESCRIPTION
 HB0720
 HB0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HB0720'1.6 MI W FROM BAINBRIDGE.
 HB0720'1.6 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0720'STATION AT BAINBRIDGE, WILLIAMSON COUNTY, TWO RAILS WEST OF THE
 HB0720'STATION HIGHWAY 148 UNDERPASS, 48 FEET SOUTH OF THE CENTERLINE
 HB0720'OF THE TRACK, 12 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER, AND
 HB0720'AT THE FENCE.  A STANDARD DISK, STAMPED D 120 1935 AND SET
 HB0720'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0127 ***********************************************************************
 JB0127  DESIGNATION -  D 128
 JB0127  PID         -  JB0127
 JB0127  STATE/COUNTY-  IL/RICHLAND
 JB0127  USGS QUAD   -  OLNEY (1971)
 JB0127
 JB0127                         *CURRENT SURVEY CONTROL
 JB0127  ___________________________________________________________________
 JB0127* NAD 83(1986)-  38 43 14.     (N)    088 00 21.     (W)     SCALED    
 JB0127* NAVD 88     -       157.795  (meters)     517.70   (feet)  ADJUSTED  
 JB0127  ___________________________________________________________________
 JB0127  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JB0127  DYNAMIC HT  -         157.699 (meters)     517.38  (feet)  COMP
 JB0127  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 JB0127
 JB0127  VERT ORDER  -  FIRST     CLASS II
 JB0127
 JB0127.The horizontal coordinates were scaled from a topographic map and have
 JB0127.an estimated accuracy of +/- 6 seconds.
 JB0127
 JB0127.The orthometric height was determined by differential leveling
 JB0127.and adjusted by the National Geodetic Survey in June 1991..
 JB0127
 JB0127.The geoid height was determined by GEOID03.
 JB0127
 JB0127.The dynamic height is computed by dividing the NAVD 88
 JB0127.geopotential number by the normal gravity value computed on the
 JB0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0127.degrees latitude (g = 980.6199 gals.).
 JB0127
 JB0127.The modeled gravity was interpolated from observed gravity values.
 JB0127
 JB0127;                    North         East    Units  Estimated Accuracy
 JB0127;SPC IL E     -   228,010.      328,480.      MT  (+/- 180 meters Scaled)
 JB0127
 JB0127                          SUPERSEDED SURVEY CONTROL
 JB0127
 JB0127  NGVD 29 (??/??/92)  157.908  (m)          518.07   (f) ADJ UNCH    1 2
 JB0127
 JB0127.Superseded values are not recommended for survey control.
 JB0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0127.See file dsdata.txt to determine how the superseded data were derived.
 JB0127
 JB0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH125862(NAD 83)
 JB0127_MARKER: DB = BENCH MARK DISK
 JB0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0127_SP_SET: CULVERT
 JB0127_STAMPING: D 128 1938
 JB0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0127
 JB0127  HISTORY     - Date     Condition        Report By
 JB0127  HISTORY     - 1938     MONUMENTED       CGS
 JB0127  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0127
 JB0127                          STATION DESCRIPTION
 JB0127
 JB0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JB0127'1.8 MI W FROM CLAREMONT.
 JB0127'1.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0127'STATION AT CLAREMONT, RICHLAND COUNTY, ABOUT 435 FEET EAST OF
 JB0127'MILEPOST ST. L 123-C 216, 0.2 MILE WEST OF A GRAVEL-ROAD
 JB0127'CROSSING, AT A MASONRY CULVERT, IN THE TOP OF THE SOUTHEAST
 JB0127'CORNER OF THE SOUTH HEADWALL, 9 FEET SOUTH OF THE SOUTH RAIL, AND
 JB0127'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 128
 JB0127'1938.
 JB0127
 JB0127                          STATION RECOVERY (1986)
 JB0127
 JB0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0127'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0662 ***********************************************************************
 KB0662  DESIGNATION -  D 13
 KB0662  PID         -  KB0662
 KB0662  STATE/COUNTY-  IL/SANGAMON
 KB0662  USGS QUAD   -  MECHANICSBURG (1982)
 KB0662
 KB0662                         *CURRENT SURVEY CONTROL
 KB0662  ___________________________________________________________________
 KB0662* NAD 83(1986)-  39 51 10.     (N)    089 27 45.     (W)     SCALED    
 KB0662* NAVD 88     -       182.302  (meters)     598.10   (feet)  ADJUSTED  
 KB0662  ___________________________________________________________________
 KB0662  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KB0662  DYNAMIC HT  -         182.206 (meters)     597.79  (feet)  COMP
 KB0662  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 KB0662
 KB0662  VERT ORDER  -  FIRST     CLASS II
 KB0662
 KB0662.The horizontal coordinates were scaled from a topographic map and have
 KB0662.an estimated accuracy of +/- 6 seconds.
 KB0662
 KB0662.The orthometric height was determined by differential leveling
 KB0662.and adjusted by the National Geodetic Survey in June 1991..
 KB0662
 KB0662.The geoid height was determined by GEOID03.
 KB0662
 KB0662.The dynamic height is computed by dividing the NAVD 88
 KB0662.geopotential number by the normal gravity value computed on the
 KB0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0662.degrees latitude (g = 980.6199 gals.).
 KB0662
 KB0662.The modeled gravity was interpolated from observed gravity values.
 KB0662
 KB0662;                    North         East    Units  Estimated Accuracy
 KB0662;SPC IL W     -   353,880.      760,260.      MT  (+/- 180 meters Scaled)
 KB0662
 KB0662                          SUPERSEDED SURVEY CONTROL
 KB0662
 KB0662  NGVD 29 (??/??/92)  182.398  (m)          598.42   (f) ADJ UNCH    1 2
 KB0662
 KB0662.Superseded values are not recommended for survey control.
 KB0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0662.See file dsdata.txt to determine how the superseded data were derived.
 KB0662
 KB0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK893143(NAD 83)
 KB0662_MARKER: DB = BENCH MARK DISK
 KB0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0662_STAMPING: D 13 1933
 KB0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0662+STABILITY: SURFACE MOTION
 KB0662
 KB0662  HISTORY     - Date     Condition        Report By
 KB0662  HISTORY     - UNK      MONUMENTED       CGS
 KB0662  HISTORY     - 1933     GOOD             NGS
 KB0662  HISTORY     - 1944     GOOD             NGS
 KB0662  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0662
 KB0662                          STATION DESCRIPTION
 KB0662
 KB0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0662'AT DAWSON.
 KB0662'AT DAWSON, SANGAMON COUNTY, ON THE WABASH RAILROAD, 75 FEET
 KB0662'WEST OF THE STATION, 15 FEET EAST OF A ROAD CROSSING, 27 FEET
 KB0662'SOUTH OF THE MAIN TRACK, AND AT A CONCRETE RIGHT-OF-WAY MARKER.
 KB0662'A STANDARD DISK, STAMPED D 13 1933 AND SET IN THE TOP OF A
 KB0662'CONCRETE POST.
 KB0662
 KB0662                          STATION RECOVERY (1944)
 KB0662
 KB0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 KB0662'RECOVERED IN GOOD CONDITION.
 KB0662
 KB0662                          STATION RECOVERY (1976)
 KB0662
 KB0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0481 ***********************************************************************
 NH0481  DESIGNATION -  D 130
 NH0481  PID         -  NH0481
 NH0481  STATE/COUNTY-  IL/OGLE
 NH0481  USGS QUAD   -  KINGS (1993)
 NH0481
 NH0481                         *CURRENT SURVEY CONTROL
 NH0481  ___________________________________________________________________
 NH0481* NAD 83(1986)-  42 05 50.     (N)    089 01 58.     (W)     SCALED    
 NH0481* NAVD 88     -       233.334  (meters)     765.53   (feet)  ADJUSTED  
 NH0481  ___________________________________________________________________
 NH0481  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NH0481  DYNAMIC HT  -         233.256 (meters)     765.27  (feet)  COMP
 NH0481  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NH0481
 NH0481  VERT ORDER  -  FIRST     CLASS I
 NH0481
 NH0481.The horizontal coordinates were scaled from a topographic map and have
 NH0481.an estimated accuracy of +/- 6 seconds.
 NH0481
 NH0481.The orthometric height was determined by differential leveling
 NH0481.and adjusted by the National Geodetic Survey in June 1991..
 NH0481.WARNING-Repeat measurements at this control monument indicate possible
 NH0481.vertical movement.
 NH0481
 NH0481.The geoid height was determined by GEOID03.
 NH0481
 NH0481.The dynamic height is computed by dividing the NAVD 88
 NH0481.geopotential number by the normal gravity value computed on the
 NH0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0481.degrees latitude (g = 980.6199 gals.).
 NH0481
 NH0481.The modeled gravity was interpolated from observed gravity values.
 NH0481
 NH0481;                    North         East    Units  Estimated Accuracy
 NH0481;SPC IL W     -   603,500.      793,800.      MT  (+/- 180 meters Scaled)
 NH0481
 NH0481                          SUPERSEDED SURVEY CONTROL
 NH0481
 NH0481  NGVD 29 (??/??/92)  233.384  (m)          765.69   (f) ADJ UNCH    1 1
 NH0481
 NH0481.Superseded values are not recommended for survey control.
 NH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0481.See file dsdata.txt to determine how the superseded data were derived.
 NH0481
 NH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM319625(NAD 83)
 NH0481_MARKER: DB = BENCH MARK DISK
 NH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0481_STAMPING: D 130 1947
 NH0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0481+STABILITY: SURFACE MOTION
 NH0481
 NH0481  HISTORY     - Date     Condition        Report By
 NH0481  HISTORY     - 1947     MONUMENTED       CGS
 NH0481  HISTORY     - 1969     GOOD             NGS
 NH0481  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0481  HISTORY     - 19960614 MARK NOT FOUND   USPSQD
 NH0481  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0481  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0481
 NH0481                          STATION DESCRIPTION
 NH0481
 NH0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0481'1.6 MI W FROM MONROE CENTER.
 NH0481'ABOUT 1.45 MILE WEST ALONG STATE HIGHWAY 72 FROM THE MONROE
 NH0481'CENTER SCHOOL AT MONROE CENTER, THENCE 0.2 MILE SOUTH ALONG A
 NH0481'GRAVELED ROAD, OR ABOUT 3.0 MILES EAST ALONG THE CHICAGO,
 NH0481'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD FROM THE STATION AT
 NH0481'DAVIS JUNCTION, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NH0481'68 FEET WEST OF THE CENTER LINE OF ROYSTER ROAD, 101 FEET NORTH
 NH0481'OF THE NORTH RAIL OF THE NORTH SET OF TRACKS, 3 1/2 POLES EAST
 NH0481'OF CULVERT NUMBER Z280, 2 1/4 POLES EAST OF MILEPOST 77, 33
 NH0481'FEET WEST OF A CORNER FENCE POST, 1 1/2 FEET SOUTH OF A FENCE,
 NH0481'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 NH0481'ROADS, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 NH0481'INCH ABOVE THE SURFACE OF THE GROUND.  SEC 20, T 42 N, R 2 E.
 NH0481
 NH0481                          STATION RECOVERY (1987)
 NH0481
 NH0481'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0481'MARK NOT FOUND.
 NH0481
 NH0481                          STATION RECOVERY (1996)
 NH0481
 NH0481'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0481'MARK NOT FOUND.
 NH0481
 NH0481                          STATION RECOVERY (2001)
 NH0481
 NH0481'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0481'MARK NOT FOUND.
 NH0481
 NH0481                          STATION RECOVERY (2004)
 NH0481
 NH0481'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0228 ***********************************************************************
 NH0228  DESIGNATION -  D 131 RESET 1962
 NH0228  PID         -  NH0228
 NH0228  STATE/COUNTY-  IL/DE KALB
 NH0228  USGS QUAD   -  GENOA (1975)
 NH0228
 NH0228                         *CURRENT SURVEY CONTROL
 NH0228  ___________________________________________________________________
 NH0228* NAD 83(1986)-  42 05 43.     (N)    088 38 31.     (W)     SCALED    
 NH0228* NAVD 88     -       257.208  (meters)     843.86   (feet)  ADJUSTED  
 NH0228  ___________________________________________________________________
 NH0228  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NH0228  DYNAMIC HT  -         257.121 (meters)     843.57  (feet)  COMP
 NH0228  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 NH0228
 NH0228  VERT ORDER  -  FIRST     CLASS I
 NH0228
 NH0228.The horizontal coordinates were scaled from a topographic map and have
 NH0228.an estimated accuracy of +/- 6 seconds.
 NH0228
 NH0228.The orthometric height was determined by differential leveling
 NH0228.and adjusted by the National Geodetic Survey in June 1991..
 NH0228
 NH0228.The geoid height was determined by GEOID03.
 NH0228
 NH0228.The dynamic height is computed by dividing the NAVD 88
 NH0228.geopotential number by the normal gravity value computed on the
 NH0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0228.degrees latitude (g = 980.6199 gals.).
 NH0228
 NH0228.The modeled gravity was interpolated from observed gravity values.
 NH0228
 NH0228;                    North         East    Units  Estimated Accuracy
 NH0228;SPC IL E     -   602,730.      274,470.      MT  (+/- 180 meters Scaled)
 NH0228
 NH0228                          SUPERSEDED SURVEY CONTROL
 NH0228
 NH0228  NGVD 29 (??/??/92)  257.259  (m)          844.02   (f) ADJ UNCH    1 1
 NH0228
 NH0228.Superseded values are not recommended for survey control.
 NH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0228.See file dsdata.txt to determine how the superseded data were derived.
 NH0228
 NH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM642616(NAD 83)
 NH0228_MARKER: DD = SURVEY DISK
 NH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0228_STAMPING: D 131 RESET 1962
 NH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0228+STABILITY: SURFACE MOTION
 NH0228
 NH0228  HISTORY     - Date     Condition        Report By
 NH0228  HISTORY     - 1962     MONUMENTED       ILHD
 NH0228  HISTORY     - 1969     GOOD             NGS
 NH0228  HISTORY     - 1975     GOOD             BRADY
 NH0228  HISTORY     - 1989     GOOD             USPSQD
 NH0228  HISTORY     - 1990     GOOD             USPSQD
 NH0228  HISTORY     - 19961026 GOOD             USPSQD
 NH0228
 NH0228                          STATION DESCRIPTION
 NH0228
 NH0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0228'2.8 MI E FROM GENOA.
 NH0228'ABOUT 2.8 MILES EAST ALONG STATE HIGHWAY 72 FROM THE GENOA STATE
 NH0228'BANK AT GENOA, 0.25 MILE EAST OF THE JUNCTION OF THE HIGHWAY AND
 NH0228'STATE HIGHWAY 23 WHICH LEADS NORTH, 39 FEET SOUTH OF THE CENTER
 NH0228'LINE OF THE HIGHWAY, 23 FEET SOUTH OF THE EAST END OF THE SOUTH
 NH0228'CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 6 FEET WEST OF A
 NH0228'CORNER FENCE POST, 2 FEET NORTH OF A FENCE, 0.8 FOOT EAST OF A
 NH0228'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 NH0228'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 NH0228'ABOVE THE SURFACE OF THE GROUND.  SEC 27, T42N, R 5E.
 NH0228
 NH0228                          STATION RECOVERY (1975)
 NH0228
 NH0228'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1975
 NH0228'RECOVERED IN GOOD CONDITION.
 NH0228
 NH0228                          STATION RECOVERY (1989)
 NH0228
 NH0228'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH0228'RECOVERED IN GOOD CONDITION.
 NH0228
 NH0228                          STATION RECOVERY (1990)
 NH0228
 NH0228'RECOVERY NOTE BY US POWER SQUADRON 1990 (ERW)
 NH0228'RECOVERED IN GOOD CONDITION.
 NH0228
 NH0228                          STATION RECOVERY (1996)
 NH0228
 NH0228'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0051 ***********************************************************************
 NH0051  DESIGNATION -  D 132
 NH0051  PID         -  NH0051
 NH0051  STATE/COUNTY-  IL/COOK
 NH0051  USGS QUAD   -  ELGIN (1992)
 NH0051
 NH0051                         *CURRENT SURVEY CONTROL
 NH0051  ___________________________________________________________________
 NH0051* NAD 83(1986)-  42 01 42.     (N)    088 15 41.     (W)     SCALED    
 NH0051* NAVD 88     -       220.604  (meters)     723.76   (feet)  ADJUSTED  
 NH0051  ___________________________________________________________________
 NH0051  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH0051  DYNAMIC HT  -         220.528 (meters)     723.52  (feet)  COMP
 NH0051  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 NH0051
 NH0051  VERT ORDER  -  FIRST     CLASS I
 NH0051
 NH0051.The horizontal coordinates were scaled from a topographic map and have
 NH0051.an estimated accuracy of +/- 6 seconds.
 NH0051
 NH0051.The orthometric height was determined by differential leveling
 NH0051.and adjusted by the National Geodetic Survey in June 1991..
 NH0051
 NH0051.The geoid height was determined by GEOID03.
 NH0051
 NH0051.The dynamic height is computed by dividing the NAVD 88
 NH0051.geopotential number by the normal gravity value computed on the
 NH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0051.degrees latitude (g = 980.6199 gals.).
 NH0051
 NH0051.The modeled gravity was interpolated from observed gravity values.
 NH0051
 NH0051;                    North         East    Units  Estimated Accuracy
 NH0051;SPC IL E     -   595,250.      305,960.      MT  (+/- 180 meters Scaled)
 NH0051
 NH0051                          SUPERSEDED SURVEY CONTROL
 NH0051
 NH0051  NGVD 29 (??/??/92)  220.682  (m)          724.02   (f) ADJ UNCH    1 1
 NH0051
 NH0051.Superseded values are not recommended for survey control.
 NH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0051.See file dsdata.txt to determine how the superseded data were derived.
 NH0051
 NH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM955536(NAD 83)
 NH0051_MARKER: DB = BENCH MARK DISK
 NH0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0051_SP_SET: BRIDGE ABUTMENT
 NH0051_STAMPING: D 132 1947
 NH0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0051
 NH0051  HISTORY     - Date     Condition        Report By
 NH0051  HISTORY     - 1947     MONUMENTED       CGS
 NH0051  HISTORY     - 1969     GOOD             NGS
 NH0051  HISTORY     - 1987     GOOD             USPSQD
 NH0051  HISTORY     - 20060520 GOOD             USGSNP
 NH0051
 NH0051                          STATION DESCRIPTION
 NH0051
 NH0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0051'1.5 MI SE FROM ELGIN.
 NH0051'ABOUT 1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 BUSINESS ROUTE
 NH0051'WHICH IS VILLA STREET FROM THE POST OFFICE AT ELGIN, 0.1 MILE
 NH0051'EAST OF THE COOK-KANE COUNTY LINE, 28 FEET SOUTH OF THE CENTER
 NH0051'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 NH0051'CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER POPLAR
 NH0051'CREEK, 100 YARDS WEST OF THE JUNCTION OF THE HIGHWAY AND WILLARD
 NH0051'AVENUE, AND ABOUT LEVEL WITH THE HIGHWAY.  SEC 19, T41N, R 9E.
 NH0051
 NH0051                          STATION RECOVERY (1987)
 NH0051
 NH0051'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0051'RECOVERED IN GOOD CONDITION.
 NH0051
 NH0051                          STATION RECOVERY (2006)
 NH0051
 NH0051'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 NH0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1683 ***********************************************************************
 ME1683  DESIGNATION -  D 133
 ME1683  PID         -  ME1683
 ME1683  STATE/COUNTY-  IL/DU PAGE
 ME1683  USGS QUAD   -  ELMHURST (1997)
 ME1683
 ME1683                         *CURRENT SURVEY CONTROL
 ME1683  ___________________________________________________________________
 ME1683* NAD 83(1986)-  41 55 51.     (N)    087 56 30.     (W)     SCALED    
 ME1683* NAVD 88     -       210.228  (meters)     689.72   (feet)  ADJUSTED  
 ME1683  ___________________________________________________________________
 ME1683  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1683  DYNAMIC HT  -         210.157 (meters)     689.49  (feet)  COMP
 ME1683  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 ME1683
 ME1683  VERT ORDER  -  FIRST     CLASS II
 ME1683
 ME1683.The horizontal coordinates were scaled from a topographic map and have
 ME1683.an estimated accuracy of +/- 6 seconds.
 ME1683
 ME1683.The orthometric height was determined by differential leveling
 ME1683.and adjusted by the National Geodetic Survey in June 1991..
 ME1683
 ME1683.The geoid height was determined by GEOID03.
 ME1683
 ME1683.The dynamic height is computed by dividing the NAVD 88
 ME1683.geopotential number by the normal gravity value computed on the
 ME1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1683.degrees latitude (g = 980.6199 gals.).
 ME1683
 ME1683.The modeled gravity was interpolated from observed gravity values.
 ME1683
 ME1683;                    North         East    Units  Estimated Accuracy
 ME1683;SPC IL E     -   584,490.      332,480.      MT  (+/- 180 meters Scaled)
 ME1683
 ME1683                          SUPERSEDED SURVEY CONTROL
 ME1683
 ME1683  NGVD 29 (??/??/92)  210.31   (m)          690.0    (f) COMPUTED    1 2
 ME1683
 ME1683.Superseded values are not recommended for survey control.
 ME1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1683.See file dsdata.txt to determine how the superseded data were derived.
 ME1683
 ME1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM219425(NAD 83)
 ME1683_MARKER: DB = BENCH MARK DISK
 ME1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1683_STAMPING: D 133 1947
 ME1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1683+STABILITY: SURFACE MOTION
 ME1683
 ME1683  HISTORY     - Date     Condition        Report By
 ME1683  HISTORY     - 1947     MONUMENTED       CGS
 ME1683  HISTORY     - 1964     MARK NOT FOUND   NGS
 ME1683  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 ME1683
 ME1683                          STATION DESCRIPTION
 ME1683
 ME1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1683'3.8 MI W FROM FRANKLIN PARK.
 ME1683'ABOUT 3.8 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN PARK
 ME1683'DISTRICT 84 SCHOOL AT FRANKLIN PARK, AT THE INTERSECTION OF
 ME1683'ELMHURST ROAD, 90 FEET NORTHEAST OF A TWO STORY MASONRY STONE
 ME1683'HOUSE AND STANDARD SERVICE STATION, 164 FEET EAST OF THE
 ME1683'CENTER LINE OF ELMHURST ROAD, 32 FEET SOUTH OF THE CENTER LINE
 ME1683'OF GRAND AVENUE, 14 FEET EAST OF A POWER POLE AND IN LINE WITH
 ME1683'THE ROW OF POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 ME1683'ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A
 ME1683'CONCRETE POST PROJECTING 4 INCHES.
 ME1683
 ME1683                          STATION RECOVERY (1964)
 ME1683
 ME1683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 ME1683'MARK NOT FOUND.
 ME1683
 ME1683                          STATION RECOVERY (1998)
 ME1683
 ME1683'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME1683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1635 ***********************************************************************
 ME1635  DESIGNATION -  D 134
 ME1635  PID         -  ME1635
 ME1635  STATE/COUNTY-  IL/COOK
 ME1635  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1635
 ME1635                         *CURRENT SURVEY CONTROL
 ME1635  ___________________________________________________________________
 ME1635* NAD 83(1986)-  41 54 35.     (N)    087 41 49.     (W)     SCALED    
 ME1635* NAVD 88     -       182.478  (meters)     598.68   (feet)  ADJUSTED  
 ME1635  ___________________________________________________________________
 ME1635  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1635  DYNAMIC HT  -         182.416 (meters)     598.48  (feet)  COMP
 ME1635  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 ME1635
 ME1635  VERT ORDER  -  FIRST     CLASS I
 ME1635
 ME1635.The horizontal coordinates were scaled from a topographic map and have
 ME1635.an estimated accuracy of +/- 6 seconds.
 ME1635
 ME1635.The orthometric height was determined by differential leveling
 ME1635.and adjusted by the National Geodetic Survey in June 1991..
 ME1635.WARNING-Repeat measurements at this control monument indicate possible
 ME1635.vertical movement.
 ME1635
 ME1635.The geoid height was determined by GEOID03.
 ME1635
 ME1635.The dynamic height is computed by dividing the NAVD 88
 ME1635.geopotential number by the normal gravity value computed on the
 ME1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1635.degrees latitude (g = 980.6199 gals.).
 ME1635
 ME1635.The modeled gravity was interpolated from observed gravity values.
 ME1635
 ME1635;                    North         East    Units  Estimated Accuracy
 ME1635;SPC IL E     -   582,270.      352,800.      MT  (+/- 180 meters Scaled)
 ME1635
 ME1635                          SUPERSEDED SURVEY CONTROL
 ME1635
 ME1635  NGVD 29 (??/??/92)  182.563  (m)          598.96   (f) ADJ UNCH    1 1
 ME1635
 ME1635.Superseded values are not recommended for survey control.
 ME1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1635.See file dsdata.txt to determine how the superseded data were derived.
 ME1635
 ME1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM421399(NAD 83)
 ME1635_MARKER: DB = BENCH MARK DISK
 ME1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1635_SP_SET: FOUNDATION
 ME1635_STAMPING: D 134 1947
 ME1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1635
 ME1635  HISTORY     - Date     Condition        Report By
 ME1635  HISTORY     - 1947     MONUMENTED       CGS
 ME1635  HISTORY     - 1969     GOOD             NGS
 ME1635  HISTORY     - 1971     GOOD             NGS
 ME1635  HISTORY     - 1977     GOOD             NGS
 ME1635  HISTORY     - 1987     GOOD             USPSQD
 ME1635  HISTORY     - 1987     GOOD             USPSQD
 ME1635  HISTORY     - 1989     GOOD             USPSQD
 ME1635
 ME1635                          STATION DESCRIPTION
 ME1635
 ME1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1635'6.8 MI NW FROM CHICAGO.
 ME1635'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1635'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG
 ME1635'LAKE SHORE DRIVE, THENCE 3.7 MILES WEST ALONG W. NORTH AVENUE,
 ME1635'AT THE NORTHEAST CORNER OF HUMBOLT PARK, 67 1/2 FEET SOUTH OF
 ME1635'THE SOUTH CURB OF THE AVENUE, 18 1/2 FEET WEST OF THE WEST CURB
 ME1635'OF N. CALIFORNIA AVENUE, SET VERTICALLY IN THE NORTH CONCRETE
 ME1635'FACE OF THE CONCRETE FOUNDATION FOR THE MORE SOUTHEASTERLY OF
 ME1635'2 ORNAMENTAL LIGHT POSTS, 2 FEET WEST OF THE WEST EDGE OF A
 ME1635'SIDEWALK, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND, AND
 ME1635'ABOUT 2 FEET ABOVE THE LEVEL OF THE AVENUE.
 ME1635
 ME1635                          STATION RECOVERY (1971)
 ME1635
 ME1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1635'RECOVERED IN GOOD CONDITION.
 ME1635
 ME1635                          STATION RECOVERY (1977)
 ME1635
 ME1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1635'RECOVERED IN GOOD CONDITION.
 ME1635
 ME1635                          STATION RECOVERY (1987)
 ME1635
 ME1635'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1635'RECOVERED IN GOOD CONDITION.
 ME1635
 ME1635                          STATION RECOVERY (1987)
 ME1635
 ME1635'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1635'RECOVERED IN GOOD CONDITION.
 ME1635
 ME1635                          STATION RECOVERY (1989)
 ME1635
 ME1635'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1619 ***********************************************************************
 ME1619  DESIGNATION -  D 135
 ME1619  PID         -  ME1619
 ME1619  STATE/COUNTY-  IL/COOK
 ME1619  USGS QUAD   -  JACKSON PARK (1993)
 ME1619
 ME1619                         *CURRENT SURVEY CONTROL
 ME1619  ___________________________________________________________________
 ME1619* NAD 83(1986)-  41 53 03.     (N)    087 37 24.     (W)     SCALED    
 ME1619* NAVD 88     -       185.833  (meters)     609.69   (feet)  ADJUSTED  
 ME1619  ___________________________________________________________________
 ME1619  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1619  DYNAMIC HT  -         185.770 (meters)     609.48  (feet)  COMP
 ME1619  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 ME1619
 ME1619  VERT ORDER  -  FIRST     CLASS I
 ME1619
 ME1619.The horizontal coordinates were scaled from a topographic map and have
 ME1619.an estimated accuracy of +/- 6 seconds.
 ME1619
 ME1619.The orthometric height was determined by differential leveling
 ME1619.and adjusted by the National Geodetic Survey in June 1991..
 ME1619.WARNING-Repeat measurements at this control monument indicate possible
 ME1619.vertical movement.
 ME1619
 ME1619.The geoid height was determined by GEOID03.
 ME1619
 ME1619.The dynamic height is computed by dividing the NAVD 88
 ME1619.geopotential number by the normal gravity value computed on the
 ME1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1619.degrees latitude (g = 980.6199 gals.).
 ME1619
 ME1619.The modeled gravity was interpolated from observed gravity values.
 ME1619
 ME1619;                    North         East    Units  Estimated Accuracy
 ME1619;SPC IL E     -   579,480.      358,930.      MT  (+/- 180 meters Scaled)
 ME1619
 ME1619                          SUPERSEDED SURVEY CONTROL
 ME1619
 ME1619  NGVD 29 (??/??/92)  185.918  (m)          609.97   (f) ADJ UNCH    1 1
 ME1619
 ME1619.Superseded values are not recommended for survey control.
 ME1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1619.See file dsdata.txt to determine how the superseded data were derived.
 ME1619
 ME1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM482371(NAD 83)
 ME1619_MARKER: DB = BENCH MARK DISK
 ME1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1619_STAMPING: D 135 1947
 ME1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1619+STABILITY: SURFACE MOTION
 ME1619
 ME1619  HISTORY     - Date     Condition        Report By
 ME1619  HISTORY     - 1947     MONUMENTED       CGS
 ME1619  HISTORY     - 1969     GOOD             NGS
 ME1619  HISTORY     - 1977     GOOD             NGS
 ME1619  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1619
 ME1619                          STATION DESCRIPTION
 ME1619
 ME1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1619'1.2 MI N FROM CHICAGO.
 ME1619'ABOUT 1.2 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1619'CENTRAL RAILROAD STATION AT CHICAGO, SET VERTICALLY IN THE NORTH
 ME1619'FACE OF AN ORNAMENTAL POST AT THE SOUTH SIDE OF THE WEST APPROACH
 ME1619'TO THE RANDOLPH STREET BRIDGE OVER THE ILLINOIS CENTRAL RAILROAD,
 ME1619'240 FEET EAST OF THE EAST CURB OF THE AVENUE, 18 FEET SOUTH OF
 ME1619'THE SOUTH CURB OF RANDOLPH STREET, AND ABOUT 1 1/2 FEET ABOVE
 ME1619'THE LEVEL OF THE SIDEWALK.
 ME1619
 ME1619                          STATION RECOVERY (1977)
 ME1619
 ME1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1619'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 ME1619
 ME1619                          STATION RECOVERY (1987)
 ME1619
 ME1619'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1786 ***********************************************************************
 ME1786  DESIGNATION -  D 136
 ME1786  PID         -  ME1786
 ME1786  STATE/COUNTY-  IL/COOK
 ME1786  USGS QUAD   -  BERWYN (1993)
 ME1786
 ME1786                         *CURRENT SURVEY CONTROL
 ME1786  ___________________________________________________________________
 ME1786* NAD 83(1986)-  41 47 31.     (N)    087 45 03.     (W)     SCALED    
 ME1786* NAVD 88     -       184.676  (meters)     605.89   (feet)  ADJUSTED  
 ME1786  ___________________________________________________________________
 ME1786  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME1786  DYNAMIC HT  -         184.611 (meters)     605.68  (feet)  COMP
 ME1786  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 ME1786
 ME1786  VERT ORDER  -  FIRST     CLASS II
 ME1786
 ME1786.This mark is at Chicago Midway Airport (MDW)
 ME1786
 ME1786.The horizontal coordinates were scaled from a topographic map and have
 ME1786.an estimated accuracy of +/- 6 seconds.
 ME1786
 ME1786.The orthometric height was determined by differential leveling
 ME1786.and adjusted by the National Geodetic Survey in June 1991..
 ME1786
 ME1786.The geoid height was determined by GEOID03.
 ME1786
 ME1786.The dynamic height is computed by dividing the NAVD 88
 ME1786.geopotential number by the normal gravity value computed on the
 ME1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1786.degrees latitude (g = 980.6199 gals.).
 ME1786
 ME1786.The modeled gravity was interpolated from observed gravity values.
 ME1786
 ME1786;                    North         East    Units  Estimated Accuracy
 ME1786;SPC IL E     -   569,160.      348,420.      MT  (+/- 180 meters Scaled)
 ME1786
 ME1786                          SUPERSEDED SURVEY CONTROL
 ME1786
 ME1786  NGVD 29 (??/??/92)  184.76   (m)          606.2    (f) COMPUTED    1 2
 ME1786
 ME1786.Superseded values are not recommended for survey control.
 ME1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1786.See file dsdata.txt to determine how the superseded data were derived.
 ME1786
 ME1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM376269(NAD 83)
 ME1786_MARKER: DB = BENCH MARK DISK
 ME1786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1786_SP_SET: FOUNDATION
 ME1786_STAMPING: D 136 1947
 ME1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1786
 ME1786  HISTORY     - Date     Condition        Report By
 ME1786  HISTORY     - 1947     MONUMENTED       CGS
 ME1786  HISTORY     - 1968     MARK NOT FOUND   NGS
 ME1786
 ME1786                          STATION DESCRIPTION
 ME1786
 ME1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1786'AT CHICAGO.
 ME1786'AT CHICAGO, AT THE MUNICIPAL AIRPORT, ABOUT 0.35 MILE WEST ALONG
 ME1786'WEST 55TH STREET FROM ITS INTERSECTION WITH SOUTH CICERO AVENUE,
 ME1786'AT THE TRANSWELL AIR LINE COMMISSARY, SET ON THE TOP OF THE WEST
 ME1786'EDGE OF THE CONCRETE FOUNDATION AROUND THE BASEMENT WINDOW AT THE
 ME1786'SOUTHWEST CORNER OF THE BUILDING, 4.5 FEET SOUTHEAST OF THE
 ME1786'SOUTHWEST CORNER OF THE BUILDING AND ABOUT 0.5 FOOT ABOVE THE
 ME1786'GROUND.
 ME1786
 ME1786                          STATION RECOVERY (1968)
 ME1786
 ME1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ME1786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1889 ***********************************************************************
 ME1889  DESIGNATION -  D 137
 ME1889  PID         -  ME1889
 ME1889  STATE/COUNTY-  IL/COOK
 ME1889  USGS QUAD   -  ENGLEWOOD (1997)
 ME1889
 ME1889                         *CURRENT SURVEY CONTROL
 ME1889  ___________________________________________________________________
 ME1889* NAD 83(1986)-  41 48 58.     (N)    087 37 41.     (W)     SCALED    
 ME1889* NAVD 88     -       183.525  (meters)     602.11   (feet)  ADJUSTED  
 ME1889  ___________________________________________________________________
 ME1889  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME1889  DYNAMIC HT  -         183.461 (meters)     601.90  (feet)  COMP
 ME1889  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 ME1889
 ME1889  VERT ORDER  -  FIRST     CLASS I
 ME1889
 ME1889.The horizontal coordinates were scaled from a topographic map and have
 ME1889.an estimated accuracy of +/- 6 seconds.
 ME1889
 ME1889.The orthometric height was determined by differential leveling
 ME1889.and adjusted by the National Geodetic Survey in June 1991..
 ME1889.WARNING-Repeat measurements at this control monument indicate possible
 ME1889.vertical movement.
 ME1889
 ME1889.The geoid height was determined by GEOID03.
 ME1889
 ME1889.The dynamic height is computed by dividing the NAVD 88
 ME1889.geopotential number by the normal gravity value computed on the
 ME1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1889.degrees latitude (g = 980.6199 gals.).
 ME1889
 ME1889.The modeled gravity was interpolated from observed gravity values.
 ME1889
 ME1889;                    North         East    Units  Estimated Accuracy
 ME1889;SPC IL E     -   571,920.      358,600.      MT  (+/- 180 meters Scaled)
 ME1889
 ME1889                          SUPERSEDED SURVEY CONTROL
 ME1889
 ME1889  NGVD 29 (01/19/93)  183.611  (m)          602.40   (f) ADJUSTED    1 1
 ME1889
 ME1889.Superseded values are not recommended for survey control.
 ME1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1889.See file dsdata.txt to determine how the superseded data were derived.
 ME1889
 ME1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM478295(NAD 83)
 ME1889_MARKER: DB = BENCH MARK DISK
 ME1889_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1889_SP_SET: ABUTMENT
 ME1889_STAMPING: D 137 1947
 ME1889_MARK LOGO: CGS   
 ME1889_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1889+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1889
 ME1889  HISTORY     - Date     Condition        Report By
 ME1889  HISTORY     - 1947     MONUMENTED       CGS
 ME1889  HISTORY     - 1968     GOOD             NGS
 ME1889  HISTORY     - 1977     GOOD             NGS
 ME1889  HISTORY     - 19920805 GOOD             NGS
 ME1889
 ME1889                          STATION DESCRIPTION
 ME1889
 ME1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1889'AT CHICAGO.
 ME1889'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, SET ON THE TOP OF
 ME1889'THE EAST END OF THE SOUTH BRIDGE SEAT FOR THE OVERPASS OVER
 ME1889'43 RD STREET, 12.9 FEET EAST OF THE EAST RAIL OF THE EAST SIDE
 ME1889'TRACK, 1.3 FEET EAST OF THE EAST END OF THE ABUTMENT AND 2 1/2
 ME1889'FEET BELOW THE LEVEL OF THE TRACK.
 ME1889
 ME1889                          STATION RECOVERY (1977)
 ME1889
 ME1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1889'RECOVERED IN GOOD CONDITION.
 ME1889
 ME1889                          STATION RECOVERY (1992)
 ME1889
 ME1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1889'IN CHICAGO, AT THE INTERSECTION OF WEST 43RD AND SOUTH FEDERAL
 ME1889'STREETS, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE TOP
 ME1889'TERRACE OF THE SOUTH STONE ABUTMENT OF THE METRO-METROPOLITAN
 ME1889'RAILROAD OVERPASS OF 43RD STREET, 68.5 M (224.7 FT) EAST OF THE NEAR
 ME1889'RAIL, 19.9 M (65.3 FT) WEST OF THE CENTER OF FEDERAL STREET, 11.0 M
 ME1889'(36.1 FT) SOUTH OF THE CENTERLINE OF FEDERAL STREET, 3.5 M (11.5 FT)
 ME1889'ABOVE THE LEVEL OF THE STREETS, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH
 ME1889'EDGE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1834 ***********************************************************************
 ME1834  DESIGNATION -  D 138
 ME1834  PID         -  ME1834
 ME1834  STATE/COUNTY-  IL/COOK
 ME1834  USGS QUAD   -  BLUE ISLAND (1997)
 ME1834
 ME1834                         *CURRENT SURVEY CONTROL
 ME1834  ___________________________________________________________________
 ME1834* NAD 83(1986)-  41 39 26.     (N)    087 39 55.     (W)     SCALED    
 ME1834* NAVD 88     -       184.655  (meters)     605.82   (feet)  ADJUSTED  
 ME1834  ___________________________________________________________________
 ME1834  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1834  DYNAMIC HT  -         184.588 (meters)     605.60  (feet)  COMP
 ME1834  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 ME1834
 ME1834  VERT ORDER  -  FIRST     CLASS II
 ME1834
 ME1834.The horizontal coordinates were scaled from a topographic map and have
 ME1834.an estimated accuracy of +/- 6 seconds.
 ME1834
 ME1834.The orthometric height was determined by differential leveling
 ME1834.and adjusted by the National Geodetic Survey in June 1991..
 ME1834
 ME1834.The geoid height was determined by GEOID03.
 ME1834
 ME1834.The dynamic height is computed by dividing the NAVD 88
 ME1834.geopotential number by the normal gravity value computed on the
 ME1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1834.degrees latitude (g = 980.6199 gals.).
 ME1834
 ME1834.The modeled gravity was interpolated from observed gravity values.
 ME1834
 ME1834;                    North         East    Units  Estimated Accuracy
 ME1834;SPC IL E     -   554,250.      355,640.      MT  (+/- 180 meters Scaled)
 ME1834
 ME1834                          SUPERSEDED SURVEY CONTROL
 ME1834
 ME1834  NGVD 29 (??/??/92)  184.752  (m)          606.14   (f) ADJ UNCH    1 2
 ME1834
 ME1834.Superseded values are not recommended for survey control.
 ME1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1834.See file dsdata.txt to determine how the superseded data were derived.
 ME1834
 ME1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM446119(NAD 83)
 ME1834_MARKER: DB = BENCH MARK DISK
 ME1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1834_STAMPING: D 138 1947
 ME1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1834+STABILITY: SURFACE MOTION
 ME1834
 ME1834  HISTORY     - Date     Condition        Report By
 ME1834  HISTORY     - 1947     MONUMENTED       CGS
 ME1834  HISTORY     - 1971     GOOD             NGS
 ME1834  HISTORY     - 1977     GOOD             NGS
 ME1834
 ME1834                          STATION DESCRIPTION
 ME1834
 ME1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1834'0.9 MI E FROM BLUE ISLAND.
 ME1834'ABOUT 0.9 MILE EAST ALONG VERMONT STREET FROM THE POST OFFICE
 ME1834'AT BLUE ISLAND, SET IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 ME1834'WOOD STREET, AT THE SOUTHWEST CORNER OF A PARK, 90 FEET NORTH
 ME1834'OF THE CENTER LINE OF VERMONT STREET, 36 FEET EAST OF THE CENTER
 ME1834'LINE OF WOOD STREET, 20.5 FEET SOUTH OF A POWER POLE, 1 FOOT
 ME1834'WEST OF THE WEST EDGE OF THE CONCRETE SIDE WALK, 2 FEET SOUTH
 ME1834'OF A WHITE WOODEN WITNESS POST, ABOUT 0.3 FOOT ABOVE THE SIDE
 ME1834'WALK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME1834
 ME1834                          STATION RECOVERY (1971)
 ME1834
 ME1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1834'RECOVERED IN GOOD CONDITION.
 ME1834
 ME1834                          STATION RECOVERY (1977)
 ME1834
 ME1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1757 ***********************************************************************
 ME1757  DESIGNATION -  D 139
 ME1757  PID         -  ME1757
 ME1757  STATE/COUNTY-  IL/COOK
 ME1757  USGS QUAD   -  PALOS PARK (1997)
 ME1757
 ME1757                         *CURRENT SURVEY CONTROL
 ME1757  ___________________________________________________________________
 ME1757* NAD 83(1986)-  41 44 50.     (N)    087 49 09.     (W)     SCALED    
 ME1757* NAVD 88     -       188.317  (meters)     617.84   (feet)  ADJUSTED  
 ME1757  ___________________________________________________________________
 ME1757  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 ME1757  DYNAMIC HT  -         188.250 (meters)     617.62  (feet)  COMP
 ME1757  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 ME1757
 ME1757  VERT ORDER  -  FIRST     CLASS II
 ME1757
 ME1757.The horizontal coordinates were scaled from a topographic map and have
 ME1757.an estimated accuracy of +/- 6 seconds.
 ME1757
 ME1757.The orthometric height was determined by differential leveling
 ME1757.and adjusted by the National Geodetic Survey in June 1991..
 ME1757
 ME1757.The geoid height was determined by GEOID03.
 ME1757
 ME1757.The dynamic height is computed by dividing the NAVD 88
 ME1757.geopotential number by the normal gravity value computed on the
 ME1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1757.degrees latitude (g = 980.6199 gals.).
 ME1757
 ME1757.The modeled gravity was interpolated from observed gravity values.
 ME1757
 ME1757;                    North         East    Units  Estimated Accuracy
 ME1757;SPC IL E     -   564,160.      342,770.      MT  (+/- 180 meters Scaled)
 ME1757
 ME1757                          SUPERSEDED SURVEY CONTROL
 ME1757
 ME1757  NGVD 29 (??/??/92)  188.40   (m)          618.1    (f) COMPUTED    1 2
 ME1757
 ME1757.Superseded values are not recommended for survey control.
 ME1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1757.See file dsdata.txt to determine how the superseded data were derived.
 ME1757
 ME1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM318220(NAD 83)
 ME1757_MARKER: DB = BENCH MARK DISK
 ME1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1757_STAMPING: D 139 1947
 ME1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1757+STABILITY: SURFACE MOTION
 ME1757
 ME1757  HISTORY     - Date     Condition        Report By
 ME1757  HISTORY     - 1947     MONUMENTED       CGS
 ME1757
 ME1757                          STATION DESCRIPTION
 ME1757
 ME1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1757'4.7 MI S FROM SUMMIT.
 ME1757'ABOUT 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 4A FROM THE
 ME1757'PUBLIC SCHOOL AT SUMMIT, THENCE ABOUT 1.2 MILES EAST ALONG
 ME1757'79TH STREET, IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF
 ME1757'ROBERTS ROAD, 43 FEET SOUTH OF THE CENTER LINE OF 79TH STREET,
 ME1757'39 FEET WEST OF THE CENTER LINE OF ROBERTS ROAD, 13.5 FEET
 ME1757'NORTHEAST OF A 6-INCH LIMESTONE PROPERTY LINE SURVEY POST, 6
 ME1757'FEET WEST OF A TELEPHONE LINE BRACE POLE, 2 FEET EAST OF A WHITE
 ME1757'WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW THE INTERSECTION
 ME1757'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1758 ***********************************************************************
 ME1758  DESIGNATION -  D 139 RESET 1957
 ME1758  PID         -  ME1758
 ME1758  STATE/COUNTY-  IL/COOK
 ME1758  USGS QUAD   -  PALOS PARK (1997)
 ME1758
 ME1758                         *CURRENT SURVEY CONTROL
 ME1758  ___________________________________________________________________
 ME1758* NAD 83(1986)-  41 44 50.     (N)    087 49 09.     (W)     SCALED    
 ME1758* NAVD 88     -       187.81   (meters)     616.2    (feet)  RESET     
 ME1758  ___________________________________________________________________
 ME1758  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 ME1758
 ME1758  VERT ORDER  -  THIRD
 ME1758
 ME1758.The horizontal coordinates were scaled from a topographic map and have
 ME1758.an estimated accuracy of +/- 6 seconds.
 ME1758
 ME1758.The orthometric height was computed from unverified reset data.
 ME1758.No vertical observational check was made to the station.
 ME1758
 ME1758.The geoid height was determined by GEOID03.
 ME1758
 ME1758;                    North         East    Units  Estimated Accuracy
 ME1758;SPC IL E     -   564,160.      342,770.      MT  (+/- 180 meters Scaled)
 ME1758
 ME1758                          SUPERSEDED SURVEY CONTROL
 ME1758
 ME1758  NGVD 29 (??/??/??)  186.11   (m)          610.6    (f) RESET       3  
 ME1758
 ME1758.Superseded values are not recommended for survey control.
 ME1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1758.See file dsdata.txt to determine how the superseded data were derived.
 ME1758
 ME1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM318220(NAD 83)
 ME1758_MARKER: DB = BENCH MARK DISK
 ME1758_SETTING: 0 = UNSPECIFIED SETTING
 ME1758_STAMPING: D 139 RESET 1957
 ME1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1758
 ME1758  HISTORY     - Date     Condition        Report By
 ME1758  HISTORY     - 1957     MONUMENTED       ILDT
 ME1758  HISTORY     - 1963     GOOD             NGS
 ME1758  HISTORY     - 1971     MARK NOT FOUND   NGS
 ME1758  HISTORY     - 1977     GOOD             NGS
 ME1758  HISTORY     - 19870701 MARK NOT FOUND   USPSQD
 ME1758  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1758  HISTORY     - 20050629 MARK NOT FOUND   GEOCAC
 ME1758
 ME1758                          STATION DESCRIPTION
 ME1758
 ME1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 ME1758'4.7 MI SW FROM SUMMIT.
 ME1758'ABOUT 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 4A FROM THE PUBLIC
 ME1758'SCHOOL AT SUMMIT, THENCE ABOUT 1.2 MILES EAST ALONG 79TH STREET,
 ME1758'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF 79TH STREET,
 ME1758'AND ROBERTS ROAD, 64 FEET WEST OF THE CENTERLINE OF THE
 ME1758'INTERSECTION OF 79TH ST., AND ROBERTS ROAD, AND 43 FEET SOUTH
 ME1758'OF THE CENTERLINE OF 79TH STREET, AND SET INSIDE A MANHOLE WITH A
 ME1758'1.9 FT DIAMETER LID.
 ME1758
 ME1758                          STATION RECOVERY (1971)
 ME1758
 ME1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1758'MARK NOT FOUND.
 ME1758
 ME1758                          STATION RECOVERY (1977)
 ME1758
 ME1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1758'RECOVERED IN GOOD CONDITION.
 ME1758
 ME1758                          STATION RECOVERY (1987)
 ME1758
 ME1758'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1758'MARK NOT FOUND.
 ME1758
 ME1758                          STATION RECOVERY (1989)
 ME1758
 ME1758'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1758'MARK NOT FOUND.
 ME1758
 ME1758                          STATION RECOVERY (2005)
 ME1758
 ME1758'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME1758'MADE A CHECK OF THE AREA WITH NEGATIVE RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0011 ***********************************************************************
 KC0011  DESIGNATION -  D 14
 KC0011  PID         -  KC0011
 KC0011  STATE/COUNTY-  IL/MORGAN
 KC0011  USGS QUAD   -  JACKSONVILLE (1983)
 KC0011
 KC0011                         *CURRENT SURVEY CONTROL
 KC0011  ___________________________________________________________________
 KC0011* NAD 83(1986)-  39 44 06.     (N)    090 12 15.     (W)     SCALED    
 KC0011* NAVD 88     -       179.416  (meters)     588.63   (feet)  ADJUSTED  
 KC0011  ___________________________________________________________________
 KC0011  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0011  DYNAMIC HT  -         179.317 (meters)     588.31  (feet)  COMP
 KC0011  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 KC0011
 KC0011  VERT ORDER  -  FIRST     CLASS II
 KC0011
 KC0011.The horizontal coordinates were scaled from a topographic map and have
 KC0011.an estimated accuracy of +/- 6 seconds.
 KC0011
 KC0011.The orthometric height was determined by differential leveling
 KC0011.and adjusted by the National Geodetic Survey in June 1991..
 KC0011
 KC0011.The geoid height was determined by GEOID03.
 KC0011
 KC0011.The dynamic height is computed by dividing the NAVD 88
 KC0011.geopotential number by the normal gravity value computed on the
 KC0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0011.degrees latitude (g = 980.6199 gals.).
 KC0011
 KC0011.The modeled gravity was interpolated from observed gravity values.
 KC0011
 KC0011;                    North         East    Units  Estimated Accuracy
 KC0011;SPC IL W     -   340,570.      696,790.      MT  (+/- 180 meters Scaled)
 KC0011
 KC0011                          SUPERSEDED SURVEY CONTROL
 KC0011
 KC0011  NGVD 29 (??/??/92)  179.538  (m)          589.03   (f) ADJ UNCH    1 2
 KC0011
 KC0011.Superseded values are not recommended for survey control.
 KC0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0011.See file dsdata.txt to determine how the superseded data were derived.
 KC0011
 KC0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE395020(NAD 83)
 KC0011_MARKER: DD = SURVEY DISK
 KC0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0011_SP_SET: BRIDGE
 KC0011_STAMPING: D 14 1933
 KC0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0011
 KC0011  HISTORY     - Date     Condition        Report By
 KC0011  HISTORY     - 1933     MONUMENTED       CGS
 KC0011  HISTORY     - 1979     GOOD             USGS
 KC0011
 KC0011                          STATION DESCRIPTION
 KC0011
 KC0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0011'1.5 MI E FROM JACKSONVILLE.
 KC0011'1.5 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 KC0011'JACKSONVILLE, MORGAN COUNTY, 26 POLES WEST OF MILEPOST DET 446,
 KC0011'AT BRIDGE 231, IN THE NORTH FACE OF THE WEST STONE BACK WALL, 14
 KC0011'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE
 KC0011'EAST FACE OF THE BACK WALL.  A STANDARD DISK, STAMPED D 14 1933
 KC0011'AND SET VERTICALLY.
 KC0011
 KC0011                          STATION RECOVERY (1979)
 KC0011
 KC0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KC0011'MARK IS 15 FT. NORTH AND 6 FT. LOWER THAN RAILROAD TRACK. ALSO, MARK
 KC0011'WAS NOT SET VERTICALLY, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1731 ***********************************************************************
 ME1731  DESIGNATION -  D 140
 ME1731  PID         -  ME1731
 ME1731  STATE/COUNTY-  IL/COOK
 ME1731  USGS QUAD   -  SAG BRIDGE (1997)
 ME1731
 ME1731                         *CURRENT SURVEY CONTROL
 ME1731  ___________________________________________________________________
 ME1731* NAD 83(1997)-  41 40 47.76520(N)    087 58 41.11955(W)     ADJUSTED  
 ME1731* NAVD 88     -       188.797  (meters)     619.41   (feet)  ADJUSTED  
 ME1731  ___________________________________________________________________
 ME1731  X           -     168,322.870 (meters)                     COMP
 ME1731  Y           -  -4,767,858.350 (meters)                     COMP
 ME1731  Z           -   4,219,222.400 (meters)                     COMP
 ME1731  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 ME1731  ELLIP HEIGHT-         155.56  (meters)          (02/03/05) GPS OBS
 ME1731  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 ME1731  DYNAMIC HT  -         188.727 (meters)     619.18  (feet)  COMP
 ME1731  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 ME1731
 ME1731  HORZ ORDER  -  FIRST
 ME1731  VERT ORDER  -  FIRST     CLASS II
 ME1731  ELLP ORDER  -  FOURTH    CLASS II
 ME1731
 ME1731.The horizontal coordinates were established by GPS observations
 ME1731.and adjusted by the National Geodetic Survey in April 2001..
 ME1731
 ME1731.The orthometric height was determined by differential leveling
 ME1731.and adjusted by the National Geodetic Survey in June 1991..
 ME1731
 ME1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1731
 ME1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1731
 ME1731.The ellipsoidal height was determined by GPS observations
 ME1731.and is referenced to NAD 83.
 ME1731
 ME1731.The geoid height was determined by GEOID03.
 ME1731
 ME1731.The dynamic height is computed by dividing the NAVD 88
 ME1731.geopotential number by the normal gravity value computed on the
 ME1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1731.degrees latitude (g = 980.6199 gals.).
 ME1731
 ME1731.The modeled gravity was interpolated from observed gravity values.
 ME1731
 ME1731;                    North         East     Units Scale Factor Converg.
 ME1731;SPC IL E     -   556,614.773   329,578.594   MT  0.99998576   +0 14 10.4
 ME1731;SPC IL E     - 1,826,160.30  1,081,292.44   sFT  0.99998576   +0 14 10.4
 ME1731;UTM  16      - 4,614,702.823   418,591.902   MT  0.99968155   -0 39 01.6
 ME1731
 ME1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1731!SPC IL E     -   0.99997560  x   0.99998576  =   0.99996136
 ME1731!UTM  16      -   0.99997560  x   0.99968155  =   0.99965716
 ME1731
 ME1731                          SUPERSEDED SURVEY CONTROL
 ME1731
 ME1731  ELLIP H (04/23/01)  155.58   (m)                       GP(       ) 3 1
 ME1731  NAD 83(1997)-  41 40 47.76348(N)    087 58 41.11738(W) AD(       ) 1
 ME1731  ELLIP H (10/21/99)  155.56   (m)                       GP(       ) 4 1
 ME1731  NAD 83(1997)-  41 40 47.76359(N)    087 58 41.11798(W) AD(       ) 1
 ME1731  NAD 83(1997)-  41 40 47.76451(N)    087 58 41.13181(W) AD(       ) 1
 ME1731  NAD 83(1986)-  41 40 47.76469(N)    087 58 41.13177(W) AD(       ) 1
 ME1731  NAVD 88 (03/27/96)  188.80   (m)          619.4    (f) LEVELING    3  
 ME1731  NGVD 29 (??/??/92)  188.884  (m)          619.70   (f) ADJ UNCH    1 2
 ME1731
 ME1731.Superseded values are not recommended for survey control.
 ME1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1731.See file dsdata.txt to determine how the superseded data were derived.
 ME1731
 ME1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1859214703(NAD 83)
 ME1731_MARKER: DB = BENCH MARK DISK
 ME1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1731_STAMPING: D 140 1947
 ME1731_MARK LOGO: NONE  
 ME1731_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1731+STABILITY: SURFACE MOTION
 ME1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1731+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 ME1731
 ME1731  HISTORY     - Date     Condition        Report By
 ME1731  HISTORY     - 1947     MONUMENTED       CGS
 ME1731  HISTORY     - 1971     MARK NOT FOUND   NGS
 ME1731  HISTORY     - 1977     GOOD             NGS
 ME1731  HISTORY     - 1989     GOOD             USPSQD
 ME1731  HISTORY     - 1989     GOOD             USPSQD
 ME1731  HISTORY     - 19950502 GOOD             PATRIC
 ME1731  HISTORY     - 19970802 GOOD             USPSQD
 ME1731  HISTORY     - 20000326 GOOD             SECI
 ME1731  HISTORY     - 20010410 GOOD             JCLS
 ME1731  HISTORY     - 20010418 GOOD             JCLS
 ME1731  HISTORY     - 20050618 GOOD             GEOCAC
 ME1731
 ME1731                          STATION DESCRIPTION
 ME1731
 ME1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1731'1.4 MI NE FROM LEMONT.
 ME1731'ABOUT 1.35 MILES NORTHEAST ALONG THE CHICAGO-JOLIET ROAD FROM THE
 ME1731'ALTON RAILROAD STATION AT LEMONT, AT THE ENTRANCE DRIVE WAY
 ME1731'TO OUR LADY OF VICTORY CONVENT, 78 FEET NORTH OF THE NORTH
 ME1731'CORNER OF A TWO STORY HOUSE, 40 FEET SOUTHWEST OF THE CENTER
 ME1731'LINE OF THE DRIVE WAY, 18 FEET SOUTHEAST OF THE CENTER LINE OF
 ME1731'THE ROAD, 1 FOOT NORTHWEST OF THE FENCE LINE, 5 FEET SOUTHEAST
 ME1731'OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 ME1731'POST, ABOUT 1/2 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 ME1731'CONCRETE POST PROJECTING 4 INCHES.
 ME1731
 ME1731                          STATION RECOVERY (1971)
 ME1731
 ME1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1731'MARK NOT FOUND.
 ME1731
 ME1731                          STATION RECOVERY (1977)
 ME1731
 ME1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1731'ADDRESS FOR THE MARK-- 1220 MAIN STREET. FRANCISCAN SISTER COVENT 6
 ME1731'FT N.E. OF A POWERLINE POLE, 25 FEET S.W. OF BRICK PILLAR WITH
 ME1731'LETTERS FRANCISAN SISTER COVENT.
 ME1731
 ME1731                          STATION RECOVERY (1989)
 ME1731
 ME1731'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1731'RECOVERED IN GOOD CONDITION.
 ME1731
 ME1731                          STATION RECOVERY (1989)
 ME1731
 ME1731'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1731'RECOVERED IN GOOD CONDITION.
 ME1731
 ME1731                          STATION RECOVERY (1995)
 ME1731
 ME1731'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1995 (BPG)
 ME1731'RECOVERED AS DESCRIBED. ADDRESS FOR MARK-- 14700 MAIN STREET.
 ME1731'FRANCISCAN SISTERS OF CHICAGO. STATION MARK IS 6 FT (1.8 M) SOUTHEAST
 ME1731'OF A POWERLINE POLE, 9 FT (2.7 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT
 ME1731'OF MAIN STREET (CHICAGO AND JOLIET ROAD). STATION IS SUITABLE FOR
 ME1731'G.P.S. OBSERVATIONS WHEN TREES ARE NOT IN FULL BLOOM.
 ME1731
 ME1731                          STATION RECOVERY (1997)
 ME1731
 ME1731'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME1731'RECOVERED IN GOOD CONDITION.
 ME1731
 ME1731                          STATION RECOVERY (2000)
 ME1731
 ME1731'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 ME1731'RECOVERED AS DESCRIBED
 ME1731'
 ME1731
 ME1731                          STATION RECOVERY (2001)
 ME1731
 ME1731'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 ME1731'RECOVERED IN GOOD CONDITION.
 ME1731
 ME1731                          STATION RECOVERY (2001)
 ME1731
 ME1731'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 ME1731'RECOVERED IN GOOD CONDITION.
 ME1731
 ME1731                          STATION RECOVERY (2005)
 ME1731
 ME1731'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME1731'FOUND USING GARMIN GPS 72 AT THE PRECISE COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0215 ***********************************************************************
 MF0215  DESIGNATION -  D 141
 MF0215  PID         -  MF0215
 MF0215  STATE/COUNTY-  IL/GRUNDY
 MF0215  USGS QUAD   -  MORRIS (1993)
 MF0215
 MF0215                         *CURRENT SURVEY CONTROL
 MF0215  ___________________________________________________________________
 MF0215* NAD 83(1986)-  41 21 43.     (N)    088 25 18.     (W)     SCALED    
 MF0215* NAVD 88     -       161.645  (meters)     530.33   (feet)  ADJUSTED  
 MF0215  ___________________________________________________________________
 MF0215  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MF0215  DYNAMIC HT  -         161.583 (meters)     530.13  (feet)  COMP
 MF0215  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 MF0215
 MF0215  VERT ORDER  -  FIRST     CLASS II
 MF0215
 MF0215.The horizontal coordinates were scaled from a topographic map and have
 MF0215.an estimated accuracy of +/- 6 seconds.
 MF0215
 MF0215.The orthometric height was determined by differential leveling
 MF0215.and adjusted by the National Geodetic Survey in June 1991..
 MF0215
 MF0215.The geoid height was determined by GEOID03.
 MF0215
 MF0215.The dynamic height is computed by dividing the NAVD 88
 MF0215.geopotential number by the normal gravity value computed on the
 MF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0215.degrees latitude (g = 980.6199 gals.).
 MF0215
 MF0215.The modeled gravity was interpolated from observed gravity values.
 MF0215
 MF0215;                    North         East    Units  Estimated Accuracy
 MF0215;SPC IL E     -   521,240.      292,610.      MT  (+/- 180 meters Scaled)
 MF0215
 MF0215                          SUPERSEDED SURVEY CONTROL
 MF0215
 MF0215  NGVD 29 (??/??/92)  161.722  (m)          530.58   (f) ADJ UNCH    1 2
 MF0215
 MF0215.Superseded values are not recommended for survey control.
 MF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0215.See file dsdata.txt to determine how the superseded data were derived.
 MF0215
 MF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL810799(NAD 83)
 MF0215_MARKER: DB = BENCH MARK DISK
 MF0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0215_SP_SET: BUILDING
 MF0215_STAMPING: D 141 1947
 MF0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0215
 MF0215  HISTORY     - Date     Condition        Report By
 MF0215  HISTORY     - 1947     MONUMENTED       CGS
 MF0215
 MF0215                          STATION DESCRIPTION
 MF0215
 MF0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0215'AT MORRIS.
 MF0215'AT MORRIS ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 47 FROM THE
 MF0215'COURT HOUSE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 MF0215'DIVISION STREET (STATE HIGHWAY 47), AND CHAPIN STREET, SET
 MF0215'VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER OF THE MORRIS
 MF0215'CENTER SCHOOL BUILDING, 1 FOOT NORTH OF THE SOUTHEAST CORNER
 MF0215'AND 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0077 ***********************************************************************
 MF0077  DESIGNATION -  D 142 RESET 1959
 MF0077  PID         -  MF0077
 MF0077  STATE/COUNTY-  IL/WILL
 MF0077  USGS QUAD   -  PLAINFIELD (1993)
 MF0077
 MF0077                         *CURRENT SURVEY CONTROL
 MF0077  ___________________________________________________________________
 MF0077* NAD 83(1986)-  41 31 20.     (N)    088 08 19.     (W)     SCALED    
 MF0077* NAVD 88     -       194.54   (meters)     638.3    (feet)  RESET     
 MF0077  ___________________________________________________________________
 MF0077  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF0077
 MF0077  VERT ORDER  -  THIRD
 MF0077
 MF0077.The horizontal coordinates were scaled from a topographic map and have
 MF0077.an estimated accuracy of +/- 6 seconds.
 MF0077
 MF0077.The orthometric height was computed from unverified reset data.
 MF0077.No vertical observational check was made to the station.
 MF0077
 MF0077.The geoid height was determined by GEOID03.
 MF0077
 MF0077;                    North         East    Units  Estimated Accuracy
 MF0077;SPC IL E     -   539,060.      316,250.      MT  (+/- 180 meters Scaled)
 MF0077
 MF0077                          SUPERSEDED SURVEY CONTROL
 MF0077
 MF0077  NGVD 29 (??/??/??)  194.63   (m)          638.5    (f) RESET       3  
 MF0077
 MF0077.Superseded values are not recommended for survey control.
 MF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0077.See file dsdata.txt to determine how the superseded data were derived.
 MF0077
 MF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL050973(NAD 83)
 MF0077_MARKER: DB = BENCH MARK DISK
 MF0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0077_SP_SET: FOUNDATION
 MF0077_STAMPING: D 142 1947 RESET 1959
 MF0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0077
 MF0077  HISTORY     - Date     Condition        Report By
 MF0077  HISTORY     - 1959     MONUMENTED       CGS
 MF0077
 MF0077                          STATION DESCRIPTION
 MF0077
 MF0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0077'3 MI W FROM JOLIET.
 MF0077'ABOUT 3.0 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE COURT HOUSE
 MF0077'AT JOLIET, AT THE SOUTHEAST CORNER OF THE PACKOMATIC MACHINERY
 MF0077'COMPANY BUILDING, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 MF0077'FOUNDATION OF THE BUILDING, 1 1/2 FEET WEST OF THE SOUTHEAST
 MF0077'CORNER OF THE BUILDING, ABOUT 8 INCHES BELOW THE TOP OF THE
 MF0077'CONCRETE FOUNDATION AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 MF0077'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0145 ***********************************************************************
 MF0145  DESIGNATION -  D 143
 MF0145  PID         -  MF0145
 MF0145  STATE/COUNTY-  IL/GRUNDY
 MF0145  USGS QUAD   -  LISBON (1993)
 MF0145
 MF0145                         *CURRENT SURVEY CONTROL
 MF0145  ___________________________________________________________________
 MF0145* NAD 83(1986)-  41 23 58.     (N)    088 25 20.     (W)     SCALED    
 MF0145* NAVD 88     -       167.880  (meters)     550.79   (feet)  ADJUSTED  
 MF0145  ___________________________________________________________________
 MF0145  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF0145  DYNAMIC HT  -         167.815 (meters)     550.57  (feet)  COMP
 MF0145  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 MF0145
 MF0145  VERT ORDER  -  FIRST     CLASS II
 MF0145
 MF0145.The horizontal coordinates were scaled from a topographic map and have
 MF0145.an estimated accuracy of +/- 6 seconds.
 MF0145
 MF0145.The orthometric height was determined by differential leveling
 MF0145.and adjusted by the National Geodetic Survey in June 1991..
 MF0145
 MF0145.The geoid height was determined by GEOID03.
 MF0145
 MF0145.The dynamic height is computed by dividing the NAVD 88
 MF0145.geopotential number by the normal gravity value computed on the
 MF0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0145.degrees latitude (g = 980.6199 gals.).
 MF0145
 MF0145.The modeled gravity was interpolated from observed gravity values.
 MF0145
 MF0145;                    North         East    Units  Estimated Accuracy
 MF0145;SPC IL E     -   525,410.      292,570.      MT  (+/- 180 meters Scaled)
 MF0145
 MF0145                          SUPERSEDED SURVEY CONTROL
 MF0145
 MF0145  NGVD 29 (??/??/92)  167.956  (m)          551.04   (f) ADJ UNCH    1 2
 MF0145
 MF0145.Superseded values are not recommended for survey control.
 MF0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0145.See file dsdata.txt to determine how the superseded data were derived.
 MF0145
 MF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL811840(NAD 83)
 MF0145_MARKER: DB = BENCH MARK DISK
 MF0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0145_SP_SET: CULVERT
 MF0145_STAMPING: D 143 1947
 MF0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0145
 MF0145  HISTORY     - Date     Condition        Report By
 MF0145  HISTORY     - 1947     MONUMENTED       CGS
 MF0145
 MF0145                          STATION DESCRIPTION
 MF0145
 MF0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0145'2.8 MI N FROM MORRIS.
 MF0145'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0145'HOUSE AT MORRIS, ABOUT 0.2 MILE NORTH OF A TWO-STORY FARM HOUSE
 MF0145'(BRICK), SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 MF0145'WALL OF A 4-FOOT CONCRETE BOX CULVERT, 22 FEET WEST OF THE
 MF0145'CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF THE SOUTH END OF
 MF0145'THE HEAD WALL AND ABOUT 1/2 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0050 ***********************************************************************
 HB0050  DESIGNATION -  D 144
 HB0050  PID         -  HB0050
 HB0050  STATE/COUNTY-  IL/GALLATIN
 HB0050  USGS QUAD   -  EQUALITY (1996)
 HB0050
 HB0050                         *CURRENT SURVEY CONTROL
 HB0050  ___________________________________________________________________
 HB0050* NAD 83(1986)-  37 43 40.     (N)    088 17 05.     (W)     SCALED    
 HB0050* NAVD 88     -       113.266  (meters)     371.61   (feet)  ADJUSTED  
 HB0050  ___________________________________________________________________
 HB0050  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HB0050  DYNAMIC HT  -         113.188 (meters)     371.35  (feet)  COMP
 HB0050  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HB0050
 HB0050  VERT ORDER  -  FIRST     CLASS II
 HB0050
 HB0050.The horizontal coordinates were scaled from a topographic map and have
 HB0050.an estimated accuracy of +/- 6 seconds.
 HB0050
 HB0050.The orthometric height was determined by differential leveling
 HB0050.and adjusted by the National Geodetic Survey in June 1991..
 HB0050
 HB0050.The geoid height was determined by GEOID03.
 HB0050
 HB0050.The dynamic height is computed by dividing the NAVD 88
 HB0050.geopotential number by the normal gravity value computed on the
 HB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0050.degrees latitude (g = 980.6199 gals.).
 HB0050
 HB0050.The modeled gravity was interpolated from observed gravity values.
 HB0050
 HB0050;                    North         East    Units  Estimated Accuracy
 HB0050;SPC IL E     -   117,760.      304,290.      MT  (+/- 180 meters Scaled)
 HB0050
 HB0050                          SUPERSEDED SURVEY CONTROL
 HB0050
 HB0050  NGVD 29 (??/??/??)  113.367  (m)          371.94   (f) ADJUSTED    1 2
 HB0050
 HB0050.Superseded values are not recommended for survey control.
 HB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0050.See file dsdata.txt to determine how the superseded data were derived.
 HB0050
 HB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG867763(NAD 83)
 HB0050_MARKER: DB = BENCH MARK DISK
 HB0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0050_STAMPING: D 144 1949
 HB0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0050+STABILITY: SURFACE MOTION
 HB0050
 HB0050  HISTORY     - Date     Condition        Report By
 HB0050  HISTORY     - 1949     MONUMENTED       CGS
 HB0050  HISTORY     - 1978     GOOD             ILDT
 HB0050  HISTORY     - 1978     GOOD             ILDT
 HB0050  HISTORY     - 1978     GOOD             ILDT
 HB0050
 HB0050                          STATION DESCRIPTION
 HB0050
 HB0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0050'5.6 MI NW FROM SHAWNEETOWN.
 HB0050'ABOUT 5.6 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HB0050'RAILROAD FROM THE CITY WATER TOWER AT SHAWNEETOWN, AT THE OLD
 HB0050'ABANDONED STATION SITE AT LAWLER, 296 FEET EAST OF THE CENTER OF
 HB0050'THE CROSSING OF STATE HIGHWAY 1, 290 FEET EAST OF THE CENTER LINE
 HB0050'OF HIGHWAY 1, 90 FEET WEST OF A WELL, 49 1/2 FEET NORTH OF THE
 HB0050'NORTH RAIL, 9 FEET SOUTHWEST OF A 12-INCH PERSIMMON TREE, 2 1/2
 HB0050'FEET NORTHEAST OF THE FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE
 HB0050'WOODEN WITNESS POST, 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF
 HB0050'A CONCRETE POST PROJECTING 3 INCHES.
 HB0050
 HB0050                          STATION RECOVERY (1978)
 HB0050
 HB0050'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0050'RECOVERED IN GOOD CONDITION.
 HB0050
 HB0050                          STATION RECOVERY (1978)
 HB0050
 HB0050'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0050'RECOVERED IN GOOD CONDITION.
 HB0050
 HB0050                          STATION RECOVERY (1978)
 HB0050
 HB0050'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0565 ***********************************************************************
 HB0565  DESIGNATION -  D 1=449
 HB0565  PID         -  HB0565
 HB0565  STATE/COUNTY-  IL/FRANKLIN
 HB0565  USGS QUAD   -  CHRISTOPHER (1976)
 HB0565
 HB0565                         *CURRENT SURVEY CONTROL
 HB0565  ___________________________________________________________________
 HB0565* NAD 83(1986)-  37 58 18.     (N)    089 06 42.     (W)     SCALED    
 HB0565* NAVD 88     -       136.583  (meters)     448.11   (feet)  ADJUSTED  
 HB0565  ___________________________________________________________________
 HB0565  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HB0565  DYNAMIC HT  -         136.493 (meters)     447.81  (feet)  COMP
 HB0565  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 HB0565
 HB0565  VERT ORDER  -  FIRST     CLASS II
 HB0565
 HB0565.The horizontal coordinates were scaled from a topographic map and have
 HB0565.an estimated accuracy of +/- 6 seconds.
 HB0565
 HB0565.The orthometric height was determined by differential leveling
 HB0565.and adjusted by the National Geodetic Survey in June 1991..
 HB0565
 HB0565.The geoid height was determined by GEOID03.
 HB0565
 HB0565.The dynamic height is computed by dividing the NAVD 88
 HB0565.geopotential number by the normal gravity value computed on the
 HB0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0565.degrees latitude (g = 980.6199 gals.).
 HB0565
 HB0565.The modeled gravity was interpolated from observed gravity values.
 HB0565
 HB0565;                    North         East    Units  Estimated Accuracy
 HB0565;SPC IL E     -   145,120.      231,610.      MT  (+/- 180 meters Scaled)
 HB0565
 HB0565                          SUPERSEDED SURVEY CONTROL
 HB0565
 HB0565  NGVD 29 (??/??/??)  136.674  (m)          448.40   (f) ADJUSTED    1 2
 HB0565
 HB0565.Superseded values are not recommended for survey control.
 HB0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0565.See file dsdata.txt to determine how the superseded data were derived.
 HB0565
 HB0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH145047(NAD 83)
 HB0565_MARKER: DD = SURVEY DISK
 HB0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0565_SP_SET: BUILDING
 HB0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0565
 HB0565  HISTORY     - Date     Condition        Report By
 HB0565  HISTORY     - UNK      MONUMENTED       USGS
 HB0565  HISTORY     - 1949     POOR             CGS
 HB0565  HISTORY     - 20020111 POOR             ILDT
 HB0565
 HB0565                          STATION DESCRIPTION
 HB0565
 HB0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0565'AT MULKEYTOWN.
 HB0565'AT MULKEYTOWN, 98 YARDS SOUTH OF CROSSING OF THE MAIN STREET AND
 HB0565'THE ILLINOIS CENTRAL RAILROAD, IN THE VERTICAL FACE OF THE
 HB0565'CORNERSTONE IN THE NORTHEAST CORNER OF RED BRICK WOODMAN OF THE
 HB0565'WORLD BUILDING.  NOTE-- ONLY A SMALL PORTION OF THE SHANK OF THE
 HB0565'MARK REMAINS AND THE TAPE WAS HELD AT THE APPROXIMATE CENTER OF THIS
 HB0565'SHANK WHEN LEVELED OVER.
 HB0565
 HB0565                          STATION RECOVERY (2002)
 HB0565
 HB0565'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 HB0565'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0551 ***********************************************************************
 HB0551  DESIGNATION -  D 145
 HB0551  PID         -  HB0551
 HB0551  STATE/COUNTY-  IL/SALINE
 HB0551  USGS QUAD   -  GALATIA (1976)
 HB0551
 HB0551                         *CURRENT SURVEY CONTROL
 HB0551  ___________________________________________________________________
 HB0551* NAD 83(1986)-  37 49 37.     (N)    088 33 02.     (W)     SCALED    
 HB0551* NAVD 88     -       127.153  (meters)     417.17   (feet)  ADJUSTED  
 HB0551  ___________________________________________________________________
 HB0551  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HB0551  DYNAMIC HT  -         127.067 (meters)     416.89  (feet)  COMP
 HB0551  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 HB0551
 HB0551  VERT ORDER  -  FIRST     CLASS II
 HB0551
 HB0551.The horizontal coordinates were scaled from a topographic map and have
 HB0551.an estimated accuracy of +/- 6 seconds.
 HB0551
 HB0551.The orthometric height was determined by differential leveling
 HB0551.and adjusted by the National Geodetic Survey in June 1991..
 HB0551
 HB0551.The geoid height was determined by GEOID03.
 HB0551
 HB0551.The dynamic height is computed by dividing the NAVD 88
 HB0551.geopotential number by the normal gravity value computed on the
 HB0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0551.degrees latitude (g = 980.6199 gals.).
 HB0551
 HB0551.The modeled gravity was interpolated from observed gravity values.
 HB0551
 HB0551;                    North         East    Units  Estimated Accuracy
 HB0551;SPC IL E     -   128,790.      280,880.      MT  (+/- 180 meters Scaled)
 HB0551
 HB0551                          SUPERSEDED SURVEY CONTROL
 HB0551
 HB0551  NGVD 29 (??/??/??)  127.253  (m)          417.50   (f) ADJUSTED    1 2
 HB0551
 HB0551.Superseded values are not recommended for survey control.
 HB0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0551.See file dsdata.txt to determine how the superseded data were derived.
 HB0551
 HB0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG635877(NAD 83)
 HB0551_MARKER: DB = BENCH MARK DISK
 HB0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0551_STAMPING: D 145 1949
 HB0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0551+STABILITY: SURFACE MOTION
 HB0551
 HB0551  HISTORY     - Date     Condition        Report By
 HB0551  HISTORY     - 1949     MONUMENTED       CGS
 HB0551
 HB0551                          STATION DESCRIPTION
 HB0551
 HB0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0551'3.6 MI SE FROM GALATIA.
 HB0551'3.65 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0551'STATION AT GALATIA, ABOUT 0.6 MILE WEST OF CROSSING OF HIGHWAY 34,
 HB0551'ABOUT 0.1 MILE WEST OF ROAD CROSSING, 190 FEET WEST OF FENCE
 HB0551'CORNER, 45 FEET EAST OF TRIANGLE BLAZE ON 12 INCH OAK TREE IN THE
 HB0551'R/W FENCE LINE, 16 FEET SOUTH OF THE SOUTH RAIL, 1.5 FEET NORTH
 HB0551'OF R/W FENCE LINE, 83.5 FEET EAST OF SOUTH END OF 12 INCH PIPE
 HB0551'CULVERT UNDER RAILROAD, 1.5 FEET EAST OF A WHITE WOODEN WITNESS
 HB0551'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 HB0551'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- D 145 IS 0.6 MILE
 HB0551'WEST OF INTERSECTION I.C.RR AND ST. HWY. 34 AT RALEIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0525 ***********************************************************************
 HB0525  DESIGNATION -  D 146
 HB0525  PID         -  HB0525
 HB0525  STATE/COUNTY-  IL/FRANKLIN
 HB0525  USGS QUAD   -  THOMPSONVILLE (1976)
 HB0525
 HB0525                         *CURRENT SURVEY CONTROL
 HB0525  ___________________________________________________________________
 HB0525* NAD 83(1986)-  37 57 44.     (N)    088 51 37.     (W)     SCALED    
 HB0525* NAVD 88     -       132.763  (meters)     435.57   (feet)  ADJUSTED  
 HB0525  ___________________________________________________________________
 HB0525  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HB0525  DYNAMIC HT  -         132.673 (meters)     435.28  (feet)  COMP
 HB0525  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 HB0525
 HB0525  VERT ORDER  -  FIRST     CLASS II
 HB0525
 HB0525.The horizontal coordinates were scaled from a topographic map and have
 HB0525.an estimated accuracy of +/- 6 seconds.
 HB0525
 HB0525.The orthometric height was determined by differential leveling
 HB0525.and adjusted by the National Geodetic Survey in June 1991..
 HB0525
 HB0525.The geoid height was determined by GEOID03.
 HB0525
 HB0525.The dynamic height is computed by dividing the NAVD 88
 HB0525.geopotential number by the normal gravity value computed on the
 HB0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0525.degrees latitude (g = 980.6199 gals.).
 HB0525
 HB0525.The modeled gravity was interpolated from observed gravity values.
 HB0525
 HB0525;                    North         East    Units  Estimated Accuracy
 HB0525;SPC IL E     -   143,910.      253,690.      MT  (+/- 180 meters Scaled)
 HB0525
 HB0525                          SUPERSEDED SURVEY CONTROL
 HB0525
 HB0525  NGVD 29 (??/??/??)  132.857  (m)          435.88   (f) ADJUSTED    1 2
 HB0525
 HB0525.Superseded values are not recommended for survey control.
 HB0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0525.See file dsdata.txt to determine how the superseded data were derived.
 HB0525
 HB0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH365032(NAD 83)
 HB0525_MARKER: DB = BENCH MARK DISK
 HB0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0525_STAMPING: D 146 1949
 HB0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0525+STABILITY: SURFACE MOTION
 HB0525
 HB0525  HISTORY     - Date     Condition        Report By
 HB0525  HISTORY     - 1949     MONUMENTED       CGS
 HB0525  HISTORY     - 1962     MARK NOT FOUND   USGS
 HB0525  HISTORY     - 20060301 MARK NOT FOUND   ILDT
 HB0525
 HB0525                          STATION DESCRIPTION
 HB0525
 HB0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0525'4.2 MI SE FROM BENTON.
 HB0525'4.2 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0525'FREIGHT STATION AT BENTON, ABOUT 0.70 MILE EAST-SOUTHEAST OF
 HB0525'I.C.R.R. JUNCTION, AT A ROAD CROSSING, 48 FEET SOUTH OF THE CENTER
 HB0525'LINE OF CROSSING, 34 FEET SOUTH-SOUTHEAST OF THE CENTER OF ROAD,
 HB0525'24.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET SOUTHEAST
 HB0525'OF CROSSING SIGN POST, 14.5 FEET SOUTHEAST OF FENCE CORNER, 2 FEET
 HB0525'NORTHEAST OF THE R/W FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN
 HB0525'WITNESS POST, 2.5 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 HB0525'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HB0525
 HB0525                          STATION RECOVERY (1962)
 HB0525
 HB0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HB0525'MARK NOT FOUND.
 HB0525
 HB0525                          STATION RECOVERY (2006)
 HB0525
 HB0525'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0029 ***********************************************************************
 JC0029  DESIGNATION -  D 147
 JC0029  PID         -  JC0029
 JC0029  STATE/COUNTY-  IL/ST CLAIR
 JC0029  USGS QUAD   -  GRANITE CITY (1998)
 JC0029
 JC0029                         *CURRENT SURVEY CONTROL
 JC0029  ___________________________________________________________________
 JC0029* NAD 83(1986)-  38 37 52.     (N)    090 07 49.     (W)     SCALED    
 JC0029* NAVD 88     -       127.816  (meters)     419.34   (feet)  ADJUSTED  
 JC0029  ___________________________________________________________________
 JC0029  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JC0029  DYNAMIC HT  -         127.736 (meters)     419.08  (feet)  COMP
 JC0029  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 JC0029
 JC0029  VERT ORDER  -  FIRST     CLASS I
 JC0029
 JC0029.The horizontal coordinates were scaled from a topographic map and have
 JC0029.an estimated accuracy of +/- 6 seconds.
 JC0029
 JC0029.The orthometric height was determined by differential leveling
 JC0029.and adjusted by the National Geodetic Survey in June 1991..
 JC0029
 JC0029.The geoid height was determined by GEOID03.
 JC0029
 JC0029.The dynamic height is computed by dividing the NAVD 88
 JC0029.geopotential number by the normal gravity value computed on the
 JC0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0029.degrees latitude (g = 980.6199 gals.).
 JC0029
 JC0029.The modeled gravity was interpolated from observed gravity values.
 JC0029
 JC0029;                    North         East    Units  Estimated Accuracy
 JC0029;SPC IL W     -   218,020.      703,170.      MT  (+/- 180 meters Scaled)
 JC0029
 JC0029                          SUPERSEDED SURVEY CONTROL
 JC0029
 JC0029  NGVD 29 (??/??/92)  127.928  (m)          419.71   (f) ADJ UNCH    1 1
 JC0029
 JC0029.Superseded values are not recommended for survey control.
 JC0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0029.See file dsdata.txt to determine how the superseded data were derived.
 JC0029
 JC0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC498797(NAD 83)
 JC0029_MARKER: DB = BENCH MARK DISK
 JC0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0029_STAMPING: D 147 1949
 JC0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0029+STABILITY: SURFACE MOTION
 JC0029
 JC0029  HISTORY     - Date     Condition        Report By
 JC0029  HISTORY     - 1949     MONUMENTED       CGS
 JC0029  HISTORY     - 1969     GOOD             NGS
 JC0029
 JC0029                          STATION DESCRIPTION
 JC0029
 JC0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0029'AT EAST ST LOUIS.
 JC0029'AT EAST ST. LOUIS, AT THE SOUTH CORNER OF THE INTERSECTION OF
 JC0029'15 TH STREET AND LAKE AVENUE, SET VERTICALLY IN THE NORTHWEST
 JC0029'FACE OF THE CONCRETE FOUNDATION OF THE CHARLES CANNADY SCHOOL,
 JC0029'1 FOOT NORTHEAST OF THE WEST CORNER OF THE BUILDING AND 0.9 FOOT
 JC0029'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1091 ***********************************************************************
 HB1091  DESIGNATION -  D 148
 HB1091  PID         -  HB1091
 HB1091  STATE/COUNTY-  IL/JACKSON
 HB1091  USGS QUAD   -  ALTENBURG (1994)
 HB1091
 HB1091                         *CURRENT SURVEY CONTROL
 HB1091  ___________________________________________________________________
 HB1091* NAD 83(1986)-  37 40 02.     (N)    089 30 46.     (W)     SCALED    
 HB1091* NAVD 88     -       114.236  (meters)     374.79   (feet)  ADJUSTED  
 HB1091  ___________________________________________________________________
 HB1091  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 HB1091  DYNAMIC HT  -         114.156 (meters)     374.53  (feet)  COMP
 HB1091  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 HB1091
 HB1091  VERT ORDER  -  FIRST     CLASS II
 HB1091
 HB1091.The horizontal coordinates were scaled from a topographic map and have
 HB1091.an estimated accuracy of +/- 6 seconds.
 HB1091
 HB1091.The orthometric height was determined by differential leveling
 HB1091.and adjusted by the National Geodetic Survey in June 1991..
 HB1091
 HB1091.The geoid height was determined by GEOID03.
 HB1091
 HB1091.The dynamic height is computed by dividing the NAVD 88
 HB1091.geopotential number by the normal gravity value computed on the
 HB1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1091.degrees latitude (g = 980.6199 gals.).
 HB1091
 HB1091.The modeled gravity was interpolated from observed gravity values.
 HB1091
 HB1091;                    North         East    Units  Estimated Accuracy
 HB1091;SPC IL W     -   111,240.      757,690.      MT  (+/- 180 meters Scaled)
 HB1091
 HB1091                          SUPERSEDED SURVEY CONTROL
 HB1091
 HB1091  NGVD 29 (??/??/??)  114.335  (m)          375.11   (f) ADJUSTED    1 2
 HB1091
 HB1091.Superseded values are not recommended for survey control.
 HB1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1091.See file dsdata.txt to determine how the superseded data were derived.
 HB1091
 HB1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG783718(NAD 83)
 HB1091_MARKER: DB = BENCH MARK DISK
 HB1091_SETTING: 66 = SET IN ROCK OUTCROP
 HB1091_SP_SET: ROCK OUTCROP
 HB1091_STAMPING: D 148 1949
 HB1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1091+STABILITY: POSITION/ELEVATION WELL
 HB1091
 HB1091  HISTORY     - Date     Condition        Report By
 HB1091  HISTORY     - 1949     MONUMENTED       CGS
 HB1091  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB1091
 HB1091                          STATION DESCRIPTION
 HB1091
 HB1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB1091'2.6 MI NW FROM GRAND TOWER.
 HB1091'2.6 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB1091'THE STATION AT GRAND TOWER, ABOUT 238 YARDS NORTH OF MILE POST
 HB1091'T 15, SET IN THE UPPER PART OF AN IRREGULAR SHAPED ROCK OUTCROP
 HB1091'ABOUT 25 FEET LONG AND 12 FEET WIDE AND SLANTING INTO THE DITCH,
 HB1091'24 FEET EAST OF THE EAST RAIL, ABOUT 2 FEET BELOW AND SOUTHWEST
 HB1091'OF THE HIGHEST PART OF ROCK OUTCROP, AND ABOUT 2.5 FEET ABOVE THE
 HB1091'LEVEL OF THE TRACK.
 HB1091
 HB1091                          STATION RECOVERY (1981)
 HB1091
 HB1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1091'NOT RECOVERED, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0298 ***********************************************************************
 KC0298  DESIGNATION -  D 15
 KC0298  PID         -  KC0298
 KC0298  STATE/COUNTY-  IL/BROWN
 KC0298  USGS QUAD   -  MT STERLING (1981)
 KC0298
 KC0298                         *CURRENT SURVEY CONTROL
 KC0298  ___________________________________________________________________
 KC0298* NAD 83(1986)-  39 58 50.     (N)    090 46 09.     (W)     SCALED    
 KC0298* NAVD 88     -       219.509  (meters)     720.17   (feet)  ADJUSTED  
 KC0298  ___________________________________________________________________
 KC0298  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KC0298  DYNAMIC HT  -         219.392 (meters)     719.79  (feet)  COMP
 KC0298  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 KC0298
 KC0298  VERT ORDER  -  FIRST     CLASS II
 KC0298
 KC0298.The horizontal coordinates were scaled from a topographic map and have
 KC0298.an estimated accuracy of +/- 6 seconds.
 KC0298
 KC0298.The orthometric height was determined by differential leveling
 KC0298.and adjusted by the National Geodetic Survey in June 1991..
 KC0298
 KC0298.The geoid height was determined by GEOID03.
 KC0298
 KC0298.The dynamic height is computed by dividing the NAVD 88
 KC0298.geopotential number by the normal gravity value computed on the
 KC0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0298.degrees latitude (g = 980.6199 gals.).
 KC0298
 KC0298.The modeled gravity was interpolated from observed gravity values.
 KC0298
 KC0298;                    North         East    Units  Estimated Accuracy
 KC0298;SPC IL W     -   368,000.      648,540.      MT  (+/- 180 meters Scaled)
 KC0298
 KC0298                          SUPERSEDED SURVEY CONTROL
 KC0298
 KC0298  NGVD 29 (??/??/92)  219.596  (m)          720.46   (f) ADJ UNCH    1 2
 KC0298
 KC0298.Superseded values are not recommended for survey control.
 KC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0298.See file dsdata.txt to determine how the superseded data were derived.
 KC0298
 KC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE904279(NAD 83)
 KC0298_MARKER: DB = BENCH MARK DISK
 KC0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0298_STAMPING: D 15 1933
 KC0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0298+STABILITY: SURFACE MOTION
 KC0298
 KC0298  HISTORY     - Date     Condition        Report By
 KC0298  HISTORY     - 1933     MONUMENTED       CGS
 KC0298  HISTORY     - 1944     GOOD             NGS
 KC0298  HISTORY     - 1960     GOOD             NGS
 KC0298
 KC0298                          STATION DESCRIPTION
 KC0298
 KC0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KC0298'AT MOUNT STERLING.
 KC0298'AT MOUNT STERLING, BROWN COUNTY, ON THE WABASH RAILROAD, 200 FEET
 KC0298'EAST OF THE STATION, AND 20 FEET NORTH OF THE CENTERLINE OF THE
 KC0298'TRACK.  A STANDARD DISK, STAMPED D 15 1933 AND SET IN THE TOP
 KC0298'OF A CONCRETE POST.  15 FEET EAST OF TELEPHONE POLE FLUSH WITH
 KC0298'GROUND.
 KC0298
 KC0298                          STATION RECOVERY (1960)
 KC0298
 KC0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KC0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0572 ***********************************************************************
 HB0572  DESIGNATION -  D 150
 HB0572  PID         -  HB0572
 HB0572  STATE/COUNTY-  IL/FRANKLIN
 HB0572  USGS QUAD   -  CHRISTOPHER (1976)
 HB0572
 HB0572                         *CURRENT SURVEY CONTROL
 HB0572  ___________________________________________________________________
 HB0572* NAD 83(1986)-  37 58 54.     (N)    089 01 15.     (W)     SCALED    
 HB0572* NAVD 88     -       124.771  (meters)     409.35   (feet)  ADJUSTED  
 HB0572  ___________________________________________________________________
 HB0572  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HB0572  DYNAMIC HT  -         124.688 (meters)     409.08  (feet)  COMP
 HB0572  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 HB0572
 HB0572  VERT ORDER  -  FIRST     CLASS II
 HB0572
 HB0572.The horizontal coordinates were scaled from a topographic map and have
 HB0572.an estimated accuracy of +/- 6 seconds.
 HB0572
 HB0572.The orthometric height was determined by differential leveling
 HB0572.and adjusted by the National Geodetic Survey in June 1991..
 HB0572
 HB0572.The geoid height was determined by GEOID03.
 HB0572
 HB0572.The dynamic height is computed by dividing the NAVD 88
 HB0572.geopotential number by the normal gravity value computed on the
 HB0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0572.degrees latitude (g = 980.6199 gals.).
 HB0572
 HB0572.The modeled gravity was interpolated from observed gravity values.
 HB0572
 HB0572;                    North         East    Units  Estimated Accuracy
 HB0572;SPC IL E     -   146,160.      239,600.      MT  (+/- 180 meters Scaled)
 HB0572
 HB0572                          SUPERSEDED SURVEY CONTROL
 HB0572
 HB0572  NGVD 29 (??/??/??)  124.863  (m)          409.65   (f) ADJUSTED    1 2
 HB0572
 HB0572.Superseded values are not recommended for survey control.
 HB0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0572.See file dsdata.txt to determine how the superseded data were derived.
 HB0572
 HB0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH225057(NAD 83)
 HB0572_MARKER: DB = BENCH MARK DISK
 HB0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0572_STAMPING: D 150 1949
 HB0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0572+STABILITY: SURFACE MOTION
 HB0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0572+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 HB0572
 HB0572  HISTORY     - Date     Condition        Report By
 HB0572  HISTORY     - 1949     MONUMENTED       CGS
 HB0572  HISTORY     - 1972     MARK NOT FOUND   USGS
 HB0572  HISTORY     - 1976     GOOD             ILDT
 HB0572  HISTORY     - 1976     GOOD             ILDT
 HB0572  HISTORY     - 1976     GOOD             ILDT
 HB0572  HISTORY     - 20050315 GOOD             APISUR
 HB0572
 HB0572                          STATION DESCRIPTION
 HB0572
 HB0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0572'2.2 MI E FROM CHRISTOPHER.
 HB0572'2.15 MILES EAST ALONG THE ILINOIS CENTRAL RAILROAD FROM THE STATION
 HB0572'AT CHRISTOPHER, 106 YARDS EAST OF MILE POST E 84, ABOUT 0.2 MILE
 HB0572'WEST OF THE SMALL RAILROAD STATION AT BUCKNER, AT A PUBLIC GRAVEL
 HB0572'ROAD CROSSING AT THE WEST EDGE OF BUCKNER, 39 FEET SOUTH OF THE
 HB0572'SOUTH RAIL OF THE MAIN TRACK, 45 FEET SOUTHEAST OF THE CENTER OF
 HB0572'THE MAIN TRACK AND ROAD CROSSING, 4 FEET EAST-SOUTHEAST OF A
 HB0572'TELEPHONE POLE, 14 FEET NORTHEAST OF A POWER POLE, 2 FEET WEST OF
 HB0572'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE
 HB0572'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HB0572
 HB0572                          STATION RECOVERY (1972)
 HB0572
 HB0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HB0572'MARK NOT FOUND.
 HB0572
 HB0572                          STATION RECOVERY (1976)
 HB0572
 HB0572'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0572'RECOVERED IN GOOD CONDITION.
 HB0572
 HB0572                          STATION RECOVERY (1976)
 HB0572
 HB0572'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0572'RECOVERED IN GOOD CONDITION.
 HB0572
 HB0572                          STATION RECOVERY (1976)
 HB0572
 HB0572'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0572'RECOVERED IN GOOD CONDITION.
 HB0572
 HB0572                          STATION RECOVERY (2005)
 HB0572
 HB0572'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (NRB)
 HB0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1355 ***********************************************************************
 JB1355  DESIGNATION -  D 151
 JB1355  PID         -  JB1355
 JB1355  STATE/COUNTY-  IL/ST CLAIR
 JB1355  USGS QUAD   -  LEBANON (1991)
 JB1355
 JB1355                         *CURRENT SURVEY CONTROL
 JB1355  ___________________________________________________________________
 JB1355* NAD 83(1986)-  38 32 23.     (N)    089 51 52.     (W)     SCALED    
 JB1355* NAVD 88     -       134.439  (meters)     441.07   (feet)  ADJUSTED  
 JB1355  ___________________________________________________________________
 JB1355  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB1355  DYNAMIC HT  -         134.353 (meters)     440.79  (feet)  COMP
 JB1355  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 JB1355
 JB1355  VERT ORDER  -  FIRST     CLASS II
 JB1355
 JB1355.The horizontal coordinates were scaled from a topographic map and have
 JB1355.an estimated accuracy of +/- 6 seconds.
 JB1355
 JB1355.The orthometric height was determined by differential leveling
 JB1355.and adjusted by the National Geodetic Survey in August 1995..
 JB1355
 JB1355.The geoid height was determined by GEOID03.
 JB1355
 JB1355.The dynamic height is computed by dividing the NAVD 88
 JB1355.geopotential number by the normal gravity value computed on the
 JB1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1355.degrees latitude (g = 980.6199 gals.).
 JB1355
 JB1355.The modeled gravity was interpolated from observed gravity values.
 JB1355
 JB1355;                    North         East    Units  Estimated Accuracy
 JB1355;SPC IL W     -   207,920.      726,350.      MT  (+/- 180 meters Scaled)
 JB1355
 JB1355                          SUPERSEDED SURVEY CONTROL
 JB1355
 JB1355  NAVD 88 (06/15/91)  134.453  (m)          441.12   (f) UNKNOWN     1 2
 JB1355  NGVD 29 (??/??/92)  134.57   (m)          441.5    (f) COMPUTED    1 2
 JB1355
 JB1355.Superseded values are not recommended for survey control.
 JB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1355.See file dsdata.txt to determine how the superseded data were derived.
 JB1355
 JB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH503695(NAD 83)
 JB1355_MARKER: DB = BENCH MARK DISK
 JB1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1355_SP_SET: CONCRETE POST
 JB1355_STAMPING: D 151 1949
 JB1355_MARK LOGO: CGS   
 JB1355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JB1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1355+STABILITY: SURFACE MOTION
 JB1355
 JB1355  HISTORY     - Date     Condition        Report By
 JB1355  HISTORY     - 1949     MONUMENTED       CGS
 JB1355  HISTORY     - 1969     GOOD             NGS
 JB1355  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1355  HISTORY     - 19881206 GOOD             USGS
 JB1355
 JB1355                          STATION DESCRIPTION
 JB1355
 JB1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1355'AT SCOTT AF BASE.
 JB1355'AT SCOTT AIR FORCE BASE, NEAR THE MAIN ENTRANCE, 103 FEET SOUTH
 JB1355'OF THE CENTER LINE OF THE EASTBOUND LANE OF THE DRIVE THROUGH THE
 JB1355'MAIN GATE AT ENTRANCE, 39 FEET EAST OF THE CENTER LINE OF THE
 JB1355'NORTHBOUND LANE OF THE STATE HIGHWAY 158, 2 FEET NORTHWEST OF THE
 JB1355'SOUTHWEST CORNER OF THE BRICK POST AT THE SOUTH END OF THE
 JB1355'BRICK FENCE ON THE SOUTH SIDE OF THE MAIN GATE, ABOUT LEVEL WITH
 JB1355'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB1355'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 JB1355
 JB1355                          STATION RECOVERY (1987)
 JB1355
 JB1355'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1355'MARK NOT FOUND.
 JB1355
 JB1355                          STATION RECOVERY (1988)
 JB1355
 JB1355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 JB1355'AT SCOTT AIR FORCE BASE, 0.44 MILE (0.71 KM) NORTH OF THE MAIN
 JB1355'ENTRANCE, NEAR THE OLD MAIN ENTRANCE, 103 FEET (31.4 M) SOUTH OF THE
 JB1355'CENTER LINE OF THE EAST BOUND LANE.  LANE OF THE DRIVE THROUGH THE
 JB1355'OLD MAIN GATE AT ENTRANCE, 39 FEET (11.9 M) EAST OF THE CENTER LINE
 JB1355'OF THE NORTH BOUND LANE OF SCOTT DRIVE, 2 FEET (0.6 M) NORTHWEST OF
 JB1355'THE SOUWEST CORNER OF THE BRICK POST AT THE SOUTH END OF THE BRICK
 JB1355'FENCE ON THE SOUTH SIDE OF THE OLD MAIN GATE, ABOUT LEVEL WITH SCOTT
 JB1355'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 JB1355'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1315 ***********************************************************************
 JB1315  DESIGNATION -  D 152
 JB1315  PID         -  JB1315
 JB1315  STATE/COUNTY-  IL/CLINTON
 JB1315  USGS QUAD   -  BREESE (1981)
 JB1315
 JB1315                         *CURRENT SURVEY CONTROL
 JB1315  ___________________________________________________________________
 JB1315* NAD 83(1986)-  38 36 29.     (N)    089 35 21.     (W)     SCALED    
 JB1315* NAVD 88     -       137.982  (meters)     452.70   (feet)  ADJUSTED  
 JB1315  ___________________________________________________________________
 JB1315  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 JB1315  DYNAMIC HT  -         137.895 (meters)     452.41  (feet)  COMP
 JB1315  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JB1315
 JB1315  VERT ORDER  -  FIRST     CLASS I
 JB1315
 JB1315.The horizontal coordinates were scaled from a topographic map and have
 JB1315.an estimated accuracy of +/- 6 seconds.
 JB1315
 JB1315.The orthometric height was determined by differential leveling
 JB1315.and adjusted by the National Geodetic Survey in June 1991..
 JB1315
 JB1315.The geoid height was determined by GEOID03.
 JB1315
 JB1315.The dynamic height is computed by dividing the NAVD 88
 JB1315.geopotential number by the normal gravity value computed on the
 JB1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1315.degrees latitude (g = 980.6199 gals.).
 JB1315
 JB1315.The modeled gravity was interpolated from observed gravity values.
 JB1315
 JB1315;                    North         East    Units  Estimated Accuracy
 JB1315;SPC IL W     -   215,620.      750,300.      MT  (+/- 180 meters Scaled)
 JB1315
 JB1315                          SUPERSEDED SURVEY CONTROL
 JB1315
 JB1315  NGVD 29 (??/??/92)  138.102  (m)          453.09   (f) ADJ UNCH    1 1
 JB1315
 JB1315.Superseded values are not recommended for survey control.
 JB1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1315.See file dsdata.txt to determine how the superseded data were derived.
 JB1315
 JB1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH745764(NAD 83)
 JB1315_MARKER: DB = BENCH MARK DISK
 JB1315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1315_SP_SET: BRIDGE
 JB1315_STAMPING: D 152 1949
 JB1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1315
 JB1315  HISTORY     - Date     Condition        Report By
 JB1315  HISTORY     - 1949     MONUMENTED       CGS
 JB1315  HISTORY     - 1969     GOOD             NGS
 JB1315
 JB1315                          STATION DESCRIPTION
 JB1315
 JB1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1315'3.4 MI W FROM BREEZE.
 JB1315'ABOUT 3.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1315'THE STATION AT BREEZE, ABOUT 0.25 MILE EAST OF A BLACK TOP ROAD
 JB1315'CROSSING, NEAR MILEPOLE 302-37, SET ON THE TOP OF THE SOUTH END
 JB1315'OF THE WEST ABUTMENT FOR A 125-FOOT LONG BRIDGE OVER LAKE BRANCH,
 JB1315'6.9 FEET SOUTH OF THE SOUTH RAIL AND 1 1/2 FEET BELOW THE LEVEL
 JB1315'OF THE TRACK.  SEC 19, T2N, R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0013 ***********************************************************************
 JB0013  DESIGNATION -  D 153
 JB0013  PID         -  JB0013
 JB0013  STATE/COUNTY-  IL/CLAY
 JB0013  USGS QUAD   -  FLORA (1970)
 JB0013
 JB0013                         *CURRENT SURVEY CONTROL
 JB0013  ___________________________________________________________________
 JB0013* NAD 83(1986)-  38 40 01.     (N)    088 29 26.     (W)     SCALED    
 JB0013* NAVD 88     -       151.242  (meters)     496.20   (feet)  ADJUSTED  
 JB0013  ___________________________________________________________________
 JB0013  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JB0013  DYNAMIC HT  -         151.148 (meters)     495.89  (feet)  COMP
 JB0013  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 JB0013
 JB0013  VERT ORDER  -  FIRST     CLASS II
 JB0013
 JB0013.The horizontal coordinates were scaled from a topographic map and have
 JB0013.an estimated accuracy of +/- 6 seconds.
 JB0013
 JB0013.The orthometric height was determined by differential leveling
 JB0013.and adjusted by the National Geodetic Survey in June 1991..
 JB0013
 JB0013.The geoid height was determined by GEOID03.
 JB0013
 JB0013.The dynamic height is computed by dividing the NAVD 88
 JB0013.geopotential number by the normal gravity value computed on the
 JB0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0013.degrees latitude (g = 980.6199 gals.).
 JB0013
 JB0013.The modeled gravity was interpolated from observed gravity values.
 JB0013
 JB0013;                    North         East    Units  Estimated Accuracy
 JB0013;SPC IL E     -   222,020.      286,320.      MT  (+/- 180 meters Scaled)
 JB0013
 JB0013                          SUPERSEDED SURVEY CONTROL
 JB0013
 JB0013  NGVD 29 (??/??/92)  151.352  (m)          496.56   (f) ADJ UNCH    1 2
 JB0013
 JB0013.Superseded values are not recommended for survey control.
 JB0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0013.See file dsdata.txt to determine how the superseded data were derived.
 JB0013
 JB0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH703808(NAD 83)
 JB0013_MARKER: DB = BENCH MARK DISK
 JB0013_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JB0013_SP_SET: FOUNDATION
 JB0013_STAMPING: D 153 1949
 JB0013_MARK LOGO: CGS   
 JB0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0013+STABILITY: SURFACE MOTION
 JB0013
 JB0013  HISTORY     - Date     Condition        Report By
 JB0013  HISTORY     - 1949     MONUMENTED       CGS
 JB0013  HISTORY     - 1986     GOOD             NGS
 JB0013
 JB0013                          STATION DESCRIPTION
 JB0013
 JB0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0013'AT FLORA.
 JB0013'AT FLORA, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST CORNER
 JB0013'OF THE BOILER ROOM OF THE BALTIMORE AND OHIO RAILROAD STATION AT
 JB0013'FLORA, 5 FEET WEST OF THE NORTHEAST CORNER, 1.5 FEET EAST OF THE
 JB0013'EAST FACE OF A CHIMNEY AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE
 JB0013'GROUND.
 JB0013
 JB0013                          STATION RECOVERY (1986)
 JB0013
 JB0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0830 ***********************************************************************
 JB0830  DESIGNATION -  D 154
 JB0830  PID         -  JB0830
 JB0830  STATE/COUNTY-  IL/CLINTON
 JB0830  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0830
 JB0830                         *CURRENT SURVEY CONTROL
 JB0830  ___________________________________________________________________
 JB0830* NAD 83(1986)-  38 35 12.     (N)    089 10 38.     (W)     SCALED    
 JB0830* NAVD 88     -       146.976  (meters)     482.20   (feet)  ADJUSTED  
 JB0830  ___________________________________________________________________
 JB0830  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JB0830  DYNAMIC HT  -         146.882 (meters)     481.90  (feet)  COMP
 JB0830  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JB0830
 JB0830  VERT ORDER  -  FIRST     CLASS II
 JB0830
 JB0830.The horizontal coordinates were scaled from a topographic map and have
 JB0830.an estimated accuracy of +/- 6 seconds.
 JB0830
 JB0830.The orthometric height was determined by differential leveling
 JB0830.and adjusted by the National Geodetic Survey in June 1991..
 JB0830
 JB0830.The geoid height was determined by GEOID03.
 JB0830
 JB0830.The dynamic height is computed by dividing the NAVD 88
 JB0830.geopotential number by the normal gravity value computed on the
 JB0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0830.degrees latitude (g = 980.6199 gals.).
 JB0830
 JB0830.The modeled gravity was interpolated from observed gravity values.
 JB0830
 JB0830;                    North         East    Units  Estimated Accuracy
 JB0830;SPC IL W     -   213,550.      786,200.      MT  (+/- 180 meters Scaled)
 JB0830
 JB0830                          SUPERSEDED SURVEY CONTROL
 JB0830
 JB0830  NGVD 29 (??/??/92)  147.106  (m)          482.63   (f) ADJ UNCH    1 2
 JB0830
 JB0830.Superseded values are not recommended for survey control.
 JB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0830.See file dsdata.txt to determine how the superseded data were derived.
 JB0830
 JB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH103731(NAD 83)
 JB0830_MARKER: DB = BENCH MARK DISK
 JB0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0830_STAMPING: D 154 1949
 JB0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0830+STABILITY: SURFACE MOTION
 JB0830
 JB0830  HISTORY     - Date     Condition        Report By
 JB0830  HISTORY     - 1949     MONUMENTED       CGS
 JB0830
 JB0830                          STATION DESCRIPTION
 JB0830
 JB0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0830'1.8 MI SE FROM SHATTUC.
 JB0830'ABOUT 1.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 JB0830'QUINCY RAILROAD FROM THE STATION AT SHATTUC, AT A POINT WHERE
 JB0830'A FARM ROAD TURNS EAST FROM THE TRACK, ABOUT 0.15 MILE SOUTHEAST
 JB0830'OF A ROAD CROSSING, 475 FEET SOUTHEAST OF THE EAST END OF A
 JB0830'30-INCH CONCRETE PIPE CULVERT UNDER THE RAILROAD, 40 FEET
 JB0830'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTH BOUND TRACK, 25
 JB0830'FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD, 12 FEET EAST
 JB0830'OF A TELEPHONE POLE, 9 FEET WEST OF A STEEL R/W MARKER, 1.5
 JB0830'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 JB0830'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JB0830'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0854 ***********************************************************************
 JB0854  DESIGNATION -  D 155
 JB0854  PID         -  JB0854
 JB0854  STATE/COUNTY-  IL/MARION
 JB0854  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0854
 JB0854                         *CURRENT SURVEY CONTROL
 JB0854  ___________________________________________________________________
 JB0854* NAD 83(1986)-  38 37 04.     (N)    089 01 55.     (W)     SCALED    
 JB0854* NAVD 88     -       160.910  (meters)     527.92   (feet)  ADJUSTED  
 JB0854  ___________________________________________________________________
 JB0854  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JB0854  DYNAMIC HT  -         160.809 (meters)     527.59  (feet)  COMP
 JB0854  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JB0854
 JB0854  VERT ORDER  -  FIRST     CLASS II
 JB0854
 JB0854.The horizontal coordinates were scaled from a topographic map and have
 JB0854.an estimated accuracy of +/- 6 seconds.
 JB0854
 JB0854.The orthometric height was determined by differential leveling
 JB0854.and adjusted by the National Geodetic Survey in June 1991..
 JB0854
 JB0854.The geoid height was determined by GEOID03.
 JB0854
 JB0854.The dynamic height is computed by dividing the NAVD 88
 JB0854.geopotential number by the normal gravity value computed on the
 JB0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0854.degrees latitude (g = 980.6199 gals.).
 JB0854
 JB0854.The modeled gravity was interpolated from observed gravity values.
 JB0854
 JB0854;                    North         East    Units  Estimated Accuracy
 JB0854;SPC IL E     -   216,780.      239,160.      MT  (+/- 180 meters Scaled)
 JB0854
 JB0854                          SUPERSEDED SURVEY CONTROL
 JB0854
 JB0854  NGVD 29 (??/??/92)  161.032  (m)          528.32   (f) ADJ UNCH    1 2
 JB0854
 JB0854.Superseded values are not recommended for survey control.
 JB0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0854.See file dsdata.txt to determine how the superseded data were derived.
 JB0854
 JB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH230763(NAD 83)
 JB0854_MARKER: DB = BENCH MARK DISK
 JB0854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JB0854_SP_SET: ABUTMENT
 JB0854_STAMPING: D 155 1949
 JB0854_MARK LOGO: CGS   
 JB0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0854+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 JB0854
 JB0854  HISTORY     - Date     Condition        Report By
 JB0854  HISTORY     - 1949     MONUMENTED       CGS
 JB0854  HISTORY     - 1986     GOOD             NGS
 JB0854  HISTORY     - 20051101 GOOD             APISUR
 JB0854
 JB0854                          STATION DESCRIPTION
 JB0854
 JB0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0854'1.1 MI E FROM ODIN.
 JB0854'1.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0854'STATION AT ODIN, SET IN THE SECOND STEP FROM THE TOP OF THE NORTH
 JB0854'END OF THE WEST ABUTMENT OF RAILROAD BRIDGE 272/45, 250 FEET WEST
 JB0854'OF THE CENTER OF A ROAD CROSSING, 12 FEET NORTH OF THE NORTH
 JB0854'RAIL, AT TELEPHONE POLE 272/19 AND ABOUT 4 1/2 FEET BELOW THE
 JB0854'LEVEL OF THE TRACK.
 JB0854
 JB0854                          STATION RECOVERY (1986)
 JB0854
 JB0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0854'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.2 KM (4.45
 JB0854'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH JUNCTION WITH U.S.
 JB0854'HIGHWAY 51 IN SANDOVAL, THENCE 0.2 KM (0.1 MI) SOUTH ALONG COUNTY ROAD
 JB0854'600 E, OR 7.6 KM (4.7 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM THE
 JB0854'COURTHOUSE IN SALEM, THENCE 0.2 KM (0.1 MI) SOUTH ALONG COUNTY ROAD
 JB0854'600 E, IN TOP OF THE SECOND STEP FROM THE TOP OF THE NORTH END OF THE
 JB0854'WEST ABUTMENT OF A CHESSIE SYSTEM RAILROAD BRIDGE, 77.0 M (252.6 FT)
 JB0854'WEST OF THE CENTER OF THE ROAD, AND 3.7 M (12.1 FT) NORTH OF THE NEAR
 JB0854'RAIL.
 JB0854'THE MARK IS 1.5 M BELOW THE TRACKS.
 JB0854
 JB0854                          STATION RECOVERY (2005)
 JB0854
 JB0854'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (FHB)
 JB0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0609 ***********************************************************************
 JB0609  DESIGNATION -  D 156
 JB0609  PID         -  JB0609
 JB0609  STATE/COUNTY-  IL/MARION
 JB0609  USGS QUAD   -  SALEM SOUTH (1978)
 JB0609
 JB0609                         *CURRENT SURVEY CONTROL
 JB0609  ___________________________________________________________________
 JB0609* NAD 83(1986)-  38 37 20.     (N)    088 56 17.     (W)     SCALED    
 JB0609* NAVD 88     -       161.523  (meters)     529.93   (feet)  ADJUSTED  
 JB0609  ___________________________________________________________________
 JB0609  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JB0609  DYNAMIC HT  -         161.420 (meters)     529.59  (feet)  COMP
 JB0609  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JB0609
 JB0609  VERT ORDER  -  FIRST     CLASS II
 JB0609
 JB0609.The horizontal coordinates were scaled from a topographic map and have
 JB0609.an estimated accuracy of +/- 6 seconds.
 JB0609
 JB0609.The orthometric height was determined by differential leveling
 JB0609.and adjusted by the National Geodetic Survey in June 1991..
 JB0609.WARNING-Repeat measurements at this control monument indicate possible
 JB0609.vertical movement.
 JB0609
 JB0609.The geoid height was determined by GEOID03.
 JB0609
 JB0609.The dynamic height is computed by dividing the NAVD 88
 JB0609.geopotential number by the normal gravity value computed on the
 JB0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0609.degrees latitude (g = 980.6199 gals.).
 JB0609
 JB0609.The modeled gravity was interpolated from observed gravity values.
 JB0609
 JB0609;                    North         East    Units  Estimated Accuracy
 JB0609;SPC IL E     -   217,220.      247,340.      MT  (+/- 180 meters Scaled)
 JB0609
 JB0609                          SUPERSEDED SURVEY CONTROL
 JB0609
 JB0609  NGVD 29 (??/??/92)  161.62   (m)          530.2    (f) COMPUTED    1 2
 JB0609
 JB0609.Superseded values are not recommended for survey control.
 JB0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0609.See file dsdata.txt to determine how the superseded data were derived.
 JB0609
 JB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH312766(NAD 83)
 JB0609_MARKER: DB = BENCH MARK DISK
 JB0609_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JB0609_SP_SET: ABUTMENT
 JB0609_STAMPING: D 156 1949
 JB0609_MARK LOGO: CGS   
 JB0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0609
 JB0609  HISTORY     - Date     Condition        Report By
 JB0609  HISTORY     - 1949     MONUMENTED       CGS
 JB0609  HISTORY     - 1986     GOOD             NGS
 JB0609
 JB0609                          STATION DESCRIPTION
 JB0609
 JB0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0609'0.4 MI E FROM SALEM.
 JB0609'ABOUT 0.45 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0609'THE STATION AT SALEM, ABOUT 0.1 MILE WEST FROM THE CROSSING OF
 JB0609'THE ILLINOIS CENTRAL RAILROAD, SET IN THE TOP OF THE NORTH END
 JB0609'OF THE WEST ABUTMENT OF BRIDGE 267/31, 4 FEET NORTH OF THE NORTH
 JB0609'RAIL AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 JB0609
 JB0609                          STATION RECOVERY (1986)
 JB0609
 JB0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0609'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.5 KM (0.3 MI)
 JB0609'SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE IN SALEM, THENCE 0.6
 JB0609'KM (0.35 MI) EAST ALONG THE CHESSIE SYSTEM RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0825 ***********************************************************************
 HB0825  DESIGNATION -  D 157
 HB0825  PID         -  HB0825
 HB0825  STATE/COUNTY-  IL/PULASKI
 HB0825  USGS QUAD   -  PULASKI (1967)
 HB0825
 HB0825                         *CURRENT SURVEY CONTROL
 HB0825  ___________________________________________________________________
 HB0825* NAD 83(1986)-  37 13 45.     (N)    089 12 03.     (W)     SCALED    
 HB0825* NAVD 88     -       102.693  (meters)     336.92   (feet)  ADJUSTED  
 HB0825  ___________________________________________________________________
 HB0825  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HB0825  DYNAMIC HT  -         102.620 (meters)     336.68  (feet)  COMP
 HB0825  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 HB0825
 HB0825  VERT ORDER  -  FIRST     CLASS I
 HB0825
 HB0825.The horizontal coordinates were scaled from a topographic map and have
 HB0825.an estimated accuracy of +/- 6 seconds.
 HB0825
 HB0825.The orthometric height was determined by differential leveling
 HB0825.and adjusted by the National Geodetic Survey in June 1991..
 HB0825.WARNING-Repeat measurements at this control monument indicate possible
 HB0825.vertical movement.
 HB0825
 HB0825.The geoid height was determined by GEOID03.
 HB0825
 HB0825.The dynamic height is computed by dividing the NAVD 88
 HB0825.geopotential number by the normal gravity value computed on the
 HB0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0825.degrees latitude (g = 980.6199 gals.).
 HB0825
 HB0825.The modeled gravity was interpolated from observed gravity values.
 HB0825
 HB0825;                    North         East    Units  Estimated Accuracy
 HB0825;SPC IL W     -    62,860.      785,710.      MT  (+/- 180 meters Scaled)
 HB0825
 HB0825                          SUPERSEDED SURVEY CONTROL
 HB0825
 HB0825  NGVD 29 (??/??/??)  102.633  (m)          336.72   (f) ADJUSTED    1 1
 HB0825
 HB0825.Superseded values are not recommended for survey control.
 HB0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0825.See file dsdata.txt to determine how the superseded data were derived.
 HB0825
 HB0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG047225(NAD 83)
 HB0825_MARKER: DB = BENCH MARK DISK
 HB0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0825_STAMPING: D 157 1954
 HB0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0825+STABILITY: SURFACE MOTION
 HB0825
 HB0825  HISTORY     - Date     Condition        Report By
 HB0825  HISTORY     - 1954     MONUMENTED       CGS
 HB0825  HISTORY     - 1969     GOOD             CGS
 HB0825
 HB0825                          STATION DESCRIPTION
 HB0825
 HB0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0825'1.2 MI N FROM PULASKI.
 HB0825'ABOUT 1.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0825'THE POST OFFICE AT PULASKI, 0.35 MILE NORTH-NORTHEAST OF A
 HB0825'RAILROAD BRIDGE OVER A CREEK, 16 RAILS NORTH-NORTHEAST OF THE
 HB0825'CENTER OF A CROSSING OF THE RAILROAD AND A TRAIL ROAD, 104 FEET
 HB0825'NORTH-NORTHWEST OF MILEPOST 348, 84 FEET NORTHWEST OF THE
 HB0825'NORTHWEST RAIL, 3 1/2 FEET SOUTH OF A 6-INCH PERSIMMON TREE,
 HB0825'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 6 1/2 FEET BELOW
 HB0825'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HB0825'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 10,
 HB0825'T15S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0662 ***********************************************************************
 HB0662  DESIGNATION -  D 158
 HB0662  PID         -  HB0662
 HB0662  STATE/COUNTY-  IL/UNION
 HB0662  USGS QUAD   -  MAKANDA (1996)
 HB0662
 HB0662                         *CURRENT SURVEY CONTROL
 HB0662  ___________________________________________________________________
 HB0662* NAD 83(1986)-  37 34 47.     (N)    089 13 30.     (W)     SCALED    
 HB0662* NAVD 88     -       143.360  (meters)     470.34   (feet)  ADJUSTED  
 HB0662  ___________________________________________________________________
 HB0662  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HB0662  DYNAMIC HT  -         143.257 (meters)     470.00  (feet)  COMP
 HB0662  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 HB0662
 HB0662  VERT ORDER  -  FIRST     CLASS I
 HB0662
 HB0662.The horizontal coordinates were scaled from a topographic map and have
 HB0662.an estimated accuracy of +/- 6 seconds.
 HB0662
 HB0662.The orthometric height was determined by differential leveling
 HB0662.and adjusted by the National Geodetic Survey in June 1991..
 HB0662
 HB0662.The geoid height was determined by GEOID03.
 HB0662
 HB0662.The dynamic height is computed by dividing the NAVD 88
 HB0662.geopotential number by the normal gravity value computed on the
 HB0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0662.degrees latitude (g = 980.6199 gals.).
 HB0662
 HB0662.The modeled gravity was interpolated from observed gravity values.
 HB0662
 HB0662;                    North         East    Units  Estimated Accuracy
 HB0662;SPC IL W     -   101,740.      783,180.      MT  (+/- 180 meters Scaled)
 HB0662
 HB0662                          SUPERSEDED SURVEY CONTROL
 HB0662
 HB0662  NGVD 29 (??/??/??)  143.399  (m)          470.47   (f) ADJUSTED    1 1
 HB0662
 HB0662.Superseded values are not recommended for survey control.
 HB0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0662.See file dsdata.txt to determine how the superseded data were derived.
 HB0662
 HB0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG035615(NAD 83)
 HB0662_MARKER: DB = BENCH MARK DISK
 HB0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0662_SP_SET: ABUTMENT
 HB0662_STAMPING: D 158 1954
 HB0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0662
 HB0662  HISTORY     - Date     Condition        Report By
 HB0662  HISTORY     - 1954     MONUMENTED       CGS
 HB0662  HISTORY     - 1969     GOOD             CGS
 HB0662
 HB0662                          STATION DESCRIPTION
 HB0662
 HB0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0662'3.1 MI S FROM MAKANDA.
 HB0662'ABOUT 3.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0662'THE STATION AT MAKANDA, 0.3 MILE SOUTHWEST OF MILEPOST 319, 6
 HB0662'FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE
 HB0662'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD
 HB0662'TRESTLE OVER DRURY CREEK, 0.5 FOOT NORTHWEST OF THE SOUTHEAST
 HB0662'END OF THE ABUTMENT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 HB0662'TRACK.  SEC 9, T 11 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0613 ***********************************************************************
 HB0613  DESIGNATION -  D 159
 HB0613  PID         -  HB0613
 HB0613  STATE/COUNTY-  IL/JACKSON
 HB0613  USGS QUAD   -  DE SOTO (1978)
 HB0613
 HB0613                         *CURRENT SURVEY CONTROL
 HB0613  ___________________________________________________________________
 HB0613* NAD 83(1986)-  37 52 13.     (N)    089 14 01.     (W)     SCALED    
 HB0613* NAVD 88     -       122.329  (meters)     401.34   (feet)  ADJUSTED  
 HB0613  ___________________________________________________________________
 HB0613  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HB0613  DYNAMIC HT  -         122.248 (meters)     401.08  (feet)  COMP
 HB0613  MODELED GRAV-     979,959.4   (mgal)                       NAVD 88
 HB0613
 HB0613  VERT ORDER  -  FIRST     CLASS I
 HB0613
 HB0613.The horizontal coordinates were scaled from a topographic map and have
 HB0613.an estimated accuracy of +/- 6 seconds.
 HB0613
 HB0613.The orthometric height was determined by differential leveling
 HB0613.and adjusted by the National Geodetic Survey in June 1991..
 HB0613
 HB0613.The geoid height was determined by GEOID03.
 HB0613
 HB0613.The dynamic height is computed by dividing the NAVD 88
 HB0613.geopotential number by the normal gravity value computed on the
 HB0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0613.degrees latitude (g = 980.6199 gals.).
 HB0613
 HB0613.The modeled gravity was interpolated from observed gravity values.
 HB0613
 HB0613;                    North         East    Units  Estimated Accuracy
 HB0613;SPC IL W     -   133,980.      782,090.      MT  (+/- 180 meters Scaled)
 HB0613
 HB0613                          SUPERSEDED SURVEY CONTROL
 HB0613
 HB0613  NGVD 29 (??/??/??)  122.424  (m)          401.65   (f) ADJUSTED    1 1
 HB0613
 HB0613.Superseded values are not recommended for survey control.
 HB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0613.See file dsdata.txt to determine how the superseded data were derived.
 HB0613
 HB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG035937(NAD 83)
 HB0613_MARKER: DB = BENCH MARK DISK
 HB0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0613_STAMPING: D 159 1954
 HB0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0613+STABILITY: SURFACE MOTION
 HB0613
 HB0613  HISTORY     - Date     Condition        Report By
 HB0613  HISTORY     - 1954     MONUMENTED       CGS
 HB0613  HISTORY     - 1969     GOOD             CGS
 HB0613  HISTORY     - 1976     GOOD             ILDT
 HB0613  HISTORY     - 1976     GOOD             ILDT
 HB0613  HISTORY     - 1976     GOOD             ILDT
 HB0613
 HB0613                          STATION DESCRIPTION
 HB0613
 HB0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0613'2.8 MI S FROM ELKVILLE.
 HB0613'ABOUT 2.75 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0613'FROM THE POST OFFICE AT ELKVILLE, 0.2 MILE SOUTH OF MILEPOST
 HB0613'298, 55 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 210 FEET
 HB0613'NORTHWEST OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 51 AND
 HB0613'A GRAVELED ROAD WHICH LEADS EAST, 73 FEET EAST OF THE
 HB0613'CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH OF A TELEPHONE POLE, 1.0
 HB0613'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HB0613'HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 HB0613'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 HB0613'SURFACE OF THE GROUND.  SEC 32, T 7S, R 1W
 HB0613
 HB0613                          STATION RECOVERY (1976)
 HB0613
 HB0613'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0613'RECOVERED IN GOOD CONDITION.
 HB0613
 HB0613                          STATION RECOVERY (1976)
 HB0613
 HB0613'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0613'RECOVERED IN GOOD CONDITION.
 HB0613
 HB0613                          STATION RECOVERY (1976)
 HB0613
 HB0613'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1840 ***********************************************************************
 LB1840  DESIGNATION -  D 16
 LB1840  PID         -  LB1840
 LB1840  STATE/COUNTY-  IL/VERMILION
 LB1840  USGS QUAD   -  DANVILLE SW (1978)
 LB1840
 LB1840                         *CURRENT SURVEY CONTROL
 LB1840  ___________________________________________________________________
 LB1840* NAD 83(1986)-  40 03 45.     (N)    087 42 10.     (W)     SCALED    
 LB1840* NAVD 88     -       201.899  (meters)     662.40   (feet)  ADJUSTED  
 LB1840  ___________________________________________________________________
 LB1840  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LB1840  DYNAMIC HT  -         201.798 (meters)     662.07  (feet)  COMP
 LB1840  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 LB1840
 LB1840  VERT ORDER  -  FIRST     CLASS II
 LB1840
 LB1840.The horizontal coordinates were scaled from a topographic map and have
 LB1840.an estimated accuracy of +/- 6 seconds.
 LB1840
 LB1840.The orthometric height was determined by differential leveling
 LB1840.and adjusted by the National Geodetic Survey in June 1991..
 LB1840
 LB1840.The geoid height was determined by GEOID03.
 LB1840
 LB1840.The dynamic height is computed by dividing the NAVD 88
 LB1840.geopotential number by the normal gravity value computed on the
 LB1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1840.degrees latitude (g = 980.6199 gals.).
 LB1840
 LB1840.The modeled gravity was interpolated from observed gravity values.
 LB1840
 LB1840;                    North         East    Units  Estimated Accuracy
 LB1840;SPC IL E     -   377,130.      353,800.      MT  (+/- 180 meters Scaled)
 LB1840
 LB1840                          SUPERSEDED SURVEY CONTROL
 LB1840
 LB1840  NGVD 29 (??/??/92)  201.932  (m)          662.51   (f) ADJ UNCH    1 2
 LB1840
 LB1840.Superseded values are not recommended for survey control.
 LB1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1840.See file dsdata.txt to determine how the superseded data were derived.
 LB1840
 LB1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK400349(NAD 83)
 LB1840_MARKER: DB = BENCH MARK DISK
 LB1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1840_STAMPING: D 16 1934
 LB1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1840+STABILITY: SURFACE MOTION
 LB1840
 LB1840  HISTORY     - Date     Condition        Report By
 LB1840  HISTORY     - 1934     MONUMENTED       CGS
 LB1840  HISTORY     - 1954     GOOD             NGS
 LB1840  HISTORY     - 1966     MARK NOT FOUND   NGS
 LB1840
 LB1840                          STATION DESCRIPTION
 LB1840
 LB1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1840'AT CATLIN.
 LB1840'AT CATLIN, VERMILION COUNTY, ON THE WABASH RAILROAD, ABOUT
 LB1840'250 FEET EAST OF THE STATION, 219 FEET EAST OF A GRAIN ELEVATOR,
 LB1840'AT THE MAIN STREET CROSSING, 52 FEET WEST OF THE CENTERLINE OF
 LB1840'MAIN STREET, 25.1 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 LB1840'TRACK, 12 FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK, AND
 LB1840'LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED D 16 1934 AND
 LB1840'SET IN THE TOP OF A CONCRETE POST.
 LB1840
 LB1840                          STATION RECOVERY (1966)
 LB1840
 LB1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LB1840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1039 ***********************************************************************
 JB1039  DESIGNATION -  D 160
 JB1039  PID         -  JB1039
 JB1039  STATE/COUNTY-  IL/WASHINGTON
 JB1039  USGS QUAD   -  IRVINGTON (1974)
 JB1039
 JB1039                         *CURRENT SURVEY CONTROL
 JB1039  ___________________________________________________________________
 JB1039* NAD 83(1986)-  38 23 44.     (N)    089 10 32.     (W)     SCALED    
 JB1039* NAVD 88     -       166.388  (meters)     545.89   (feet)  ADJUSTED  
 JB1039  ___________________________________________________________________
 JB1039  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB1039  DYNAMIC HT  -         166.282 (meters)     545.54  (feet)  COMP
 JB1039  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 JB1039
 JB1039  VERT ORDER  -  FIRST     CLASS I
 JB1039
 JB1039.The horizontal coordinates were scaled from a topographic map and have
 JB1039.an estimated accuracy of +/- 6 seconds.
 JB1039
 JB1039.The orthometric height was determined by differential leveling
 JB1039.and adjusted by the National Geodetic Survey in June 1991..
 JB1039
 JB1039.The geoid height was determined by GEOID03.
 JB1039
 JB1039.The dynamic height is computed by dividing the NAVD 88
 JB1039.geopotential number by the normal gravity value computed on the
 JB1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1039.degrees latitude (g = 980.6199 gals.).
 JB1039
 JB1039.The modeled gravity was interpolated from observed gravity values.
 JB1039
 JB1039;                    North         East    Units  Estimated Accuracy
 JB1039;SPC IL W     -   192,340.      786,580.      MT  (+/- 180 meters Scaled)
 JB1039
 JB1039                          SUPERSEDED SURVEY CONTROL
 JB1039
 JB1039  NGVD 29 (??/??/92)  166.499  (m)          546.26   (f) ADJ UNCH    1 1
 JB1039
 JB1039.Superseded values are not recommended for survey control.
 JB1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1039.See file dsdata.txt to determine how the superseded data were derived.
 JB1039
 JB1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH100519(NAD 83)
 JB1039_MARKER: DB = BENCH MARK DISK
 JB1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1039_STAMPING: D 160 1954
 JB1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1039+STABILITY: SURFACE MOTION
 JB1039
 JB1039  HISTORY     - Date     Condition        Report By
 JB1039  HISTORY     - 1954     MONUMENTED       CGS
 JB1039  HISTORY     - 1969     GOOD             NGS
 JB1039
 JB1039                          STATION DESCRIPTION
 JB1039
 JB1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1039'3 MI S FROM IRVINGTON.
 JB1039'ABOUT 3.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1039'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 177 AT IRVINGTON,
 JB1039'OR ABOUT 4.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1039'THE STATION AT ASHLEY, 0.3 MILE NORTH OF MILEPOST 262, 55 FEET
 JB1039'SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 JB1039'TRAIL ROAD, 39 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 97
 JB1039'FEET SOUTHWEST OF THE MOST SOUTHWESTERLY OF 3 ELM TREES, 31
 JB1039'FEET EAST OF THE SOUTHEAST CORNER OF SEMAPHORE SIGNAL NUMBER
 JB1039'261.6, 8 FEET EAST OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY
 JB1039'WIRES, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 JB1039'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JB1039'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 35,
 JB1039'T 1 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1080 ***********************************************************************
 JB1080  DESIGNATION -  D 161
 JB1080  PID         -  JB1080
 JB1080  STATE/COUNTY-  IL/PERRY
 JB1080  USGS QUAD   -  DU QUOIN (1975)
 JB1080
 JB1080                         *CURRENT SURVEY CONTROL
 JB1080  ___________________________________________________________________
 JB1080* NAD 83(1986)-  38 02 54.     (N)    089 14 28.     (W)     SCALED    
 JB1080* NAVD 88     -       136.961  (meters)     449.35   (feet)  ADJUSTED  
 JB1080  ___________________________________________________________________
 JB1080  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 JB1080  DYNAMIC HT  -         136.870 (meters)     449.05  (feet)  COMP
 JB1080  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 JB1080
 JB1080  VERT ORDER  -  FIRST     CLASS I
 JB1080
 JB1080.The horizontal coordinates were scaled from a topographic map and have
 JB1080.an estimated accuracy of +/- 6 seconds.
 JB1080
 JB1080.The orthometric height was determined by differential leveling
 JB1080.and adjusted by the National Geodetic Survey in June 1991..
 JB1080.WARNING-Repeat measurements at this control monument indicate possible
 JB1080.vertical movement.
 JB1080
 JB1080.The geoid height was determined by GEOID03.
 JB1080
 JB1080.The dynamic height is computed by dividing the NAVD 88
 JB1080.geopotential number by the normal gravity value computed on the
 JB1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1080.degrees latitude (g = 980.6199 gals.).
 JB1080
 JB1080.The modeled gravity was interpolated from observed gravity values.
 JB1080
 JB1080;                    North         East    Units  Estimated Accuracy
 JB1080;SPC IL W     -   153,740.      781,240.      MT  (+/- 180 meters Scaled)
 JB1080
 JB1080                          SUPERSEDED SURVEY CONTROL
 JB1080
 JB1080  NGVD 29 (??/??/92)  137.051  (m)          449.64   (f) ADJ UNCH    1 1
 JB1080
 JB1080.Superseded values are not recommended for survey control.
 JB1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1080.See file dsdata.txt to determine how the superseded data were derived.
 JB1080
 JB1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH033135(NAD 83)
 JB1080_MARKER: DB = BENCH MARK DISK
 JB1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1080_STAMPING: D 161 1954
 JB1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1080+STABILITY: SURFACE MOTION
 JB1080
 JB1080  HISTORY     - Date     Condition        Report By
 JB1080  HISTORY     - 1954     MONUMENTED       CGS
 JB1080  HISTORY     - 1969     GOOD             NGS
 JB1080  HISTORY     - 1979     GOOD             ILDT
 JB1080
 JB1080                          STATION DESCRIPTION
 JB1080
 JB1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1080'2.6 MI N FROM DU QUOIN.
 JB1080'ABOUT 2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1080'THE STATION AT DU QUOIN, 178 YARDS NORTH OF MILEPOST 286, 33 1/2
 JB1080'FEET WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, 58 FEET EAST
 JB1080'OF THE CENTER LINE OF U.S. HIGHWAY 51, 160 YARDS SOUTH OF THE
 JB1080'EXTENDED CENTER LINE OF A PAVED ROAD WHICH LEADS WEST, 1.0 FOOT
 JB1080'EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 JB1080'THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 JB1080'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 JB1080'SURFACE OF THE GROUND.  SEC 32, T5S, R1W.
 JB1080
 JB1080                          STATION RECOVERY (1979)
 JB1080
 JB1080'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0801 ***********************************************************************
 LC0801  DESIGNATION -  D 162
 LC0801  PID         -  LC0801
 LC0801  STATE/COUNTY-  IL/TAZEWELL
 LC0801  USGS QUAD   -  MORTON (1995)
 LC0801
 LC0801                         *CURRENT SURVEY CONTROL
 LC0801  ___________________________________________________________________
 LC0801* NAD 83(1986)-  40 30 59.     (N)    089 25 33.     (W)     SCALED    
 LC0801* NAVD 88     -       179.706  (meters)     589.59   (feet)  ADJUSTED  
 LC0801  ___________________________________________________________________
 LC0801  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LC0801  DYNAMIC HT  -         179.620 (meters)     589.30  (feet)  COMP
 LC0801  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 LC0801
 LC0801  VERT ORDER  -  FIRST     CLASS II
 LC0801
 LC0801.The horizontal coordinates were scaled from a topographic map and have
 LC0801.an estimated accuracy of +/- 6 seconds.
 LC0801
 LC0801.The orthometric height was determined by differential leveling
 LC0801.and adjusted by the National Geodetic Survey in June 1991..
 LC0801
 LC0801.The geoid height was determined by GEOID03.
 LC0801
 LC0801.The dynamic height is computed by dividing the NAVD 88
 LC0801.geopotential number by the normal gravity value computed on the
 LC0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0801.degrees latitude (g = 980.6199 gals.).
 LC0801
 LC0801.The modeled gravity was interpolated from observed gravity values.
 LC0801
 LC0801;                    North         East    Units  Estimated Accuracy
 LC0801;SPC IL W     -   427,590.      762,780.      MT  (+/- 180 meters Scaled)
 LC0801
 LC0801                          SUPERSEDED SURVEY CONTROL
 LC0801
 LC0801  NGVD 29 (??/??/92)  179.792  (m)          589.87   (f) ADJ UNCH    1 2
 LC0801
 LC0801.Superseded values are not recommended for survey control.
 LC0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0801.See file dsdata.txt to determine how the superseded data were derived.
 LC0801
 LC0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK944879(NAD 83)
 LC0801_MARKER: DB = BENCH MARK DISK
 LC0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0801_STAMPING: D 162 1954
 LC0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0801+STABILITY: SURFACE MOTION
 LC0801
 LC0801  HISTORY     - Date     Condition        Report By
 LC0801  HISTORY     - 1954     MONUMENTED       CGS
 LC0801  HISTORY     - 1977     GOOD             LOCSUR
 LC0801
 LC0801                          STATION DESCRIPTION
 LC0801
 LC0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0801'3.7 MI E FROM TREMONT.
 LC0801'ABOUT 3.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC0801'STATION AT TREMONT, ABOUT 45 YARDS NORTH AND ACROSS TRACK FROM
 LC0801'STATE HIGHWAY 9, ABOUT 0.2 MILE EAST OF THE JUNCTION OF STATE
 LC0801'HIGHWAY 9 AND A GRAVEL ROAD LEADING SOUTH, ABOUT 2 POLES EAST OF MILE
 LC0801'POST IND 191, AT A FARM ROAD CROSSING, 43 1/2 FEET NORTH OF NORTH
 LC0801'RAIL, 78 FEET NORTHWEST OF CENTER OF FARM ROAD CROSSING, 36 FEET
 LC0801'WEST OF CENTER OF A FARM GATE, 2 FEET SOUTH OF A FENCE LINE,
 LC0801'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 LC0801'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0801'3 INCHES.  NOTE-- MARK IS ABOUT 3.55 MILES WEST ALONG THE NEW
 LC0801'YORK CENTRAL RAILROAD FROM THE STATION AT MACKINAW.
 LC0801
 LC0801                          STATION RECOVERY (1977)
 LC0801
 LC0801'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LC0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1002 ***********************************************************************
 LC1002  DESIGNATION -  D 163
 LC1002  PID         -  LC1002
 LC1002  STATE/COUNTY-  IL/MCLEAN
 LC1002  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1002
 LC1002                         *CURRENT SURVEY CONTROL
 LC1002  ___________________________________________________________________
 LC1002* NAD 83(1986)-  40 28 43.     (N)    089 01 34.     (W)     SCALED    
 LC1002* NAVD 88     -       230.567  (meters)     756.45   (feet)  ADJUSTED  
 LC1002  ___________________________________________________________________
 LC1002  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC1002  DYNAMIC HT  -         230.459 (meters)     756.10  (feet)  COMP
 LC1002  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 LC1002
 LC1002  VERT ORDER  -  FIRST     CLASS II
 LC1002
 LC1002.The horizontal coordinates were scaled from a topographic map and have
 LC1002.an estimated accuracy of +/- 6 seconds.
 LC1002
 LC1002.The orthometric height was determined by differential leveling
 LC1002.and adjusted by the National Geodetic Survey in June 1991..
 LC1002
 LC1002.The geoid height was determined by GEOID03.
 LC1002
 LC1002.The dynamic height is computed by dividing the NAVD 88
 LC1002.geopotential number by the normal gravity value computed on the
 LC1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1002.degrees latitude (g = 980.6199 gals.).
 LC1002
 LC1002.The modeled gravity was interpolated from observed gravity values.
 LC1002
 LC1002;                    North         East    Units  Estimated Accuracy
 LC1002;SPC IL E     -   423,370.      241,260.      MT  (+/- 180 meters Scaled)
 LC1002
 LC1002                          SUPERSEDED SURVEY CONTROL
 LC1002
 LC1002  NGVD 29 (??/??/92)  230.628  (m)          756.65   (f) ADJ UNCH    1 2
 LC1002
 LC1002.Superseded values are not recommended for survey control.
 LC1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1002.See file dsdata.txt to determine how the superseded data were derived.
 LC1002
 LC1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK282828(NAD 83)
 LC1002_MARKER: DB = BENCH MARK DISK
 LC1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1002_STAMPING: D 163 1954
 LC1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1002+STABILITY: SURFACE MOTION
 LC1002
 LC1002  HISTORY     - Date     Condition        Report By
 LC1002  HISTORY     - 1954     MONUMENTED       CGS
 LC1002  HISTORY     - 1959     GOOD             NGS
 LC1002
 LC1002                          STATION DESCRIPTION
 LC1002
 LC1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1002'2 MI W FROM BLOOMINGTON.
 LC1002'ABOUT 2.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC1002'THE FREIGHT STATION AT BLOOMINGTON, AT A PRIVATE GRAVEL ROAD
 LC1002'CROSSING, 27 3/4 FEET SOUTH OF SOUTH RAIL, 59 FEET SOUTHEAST OF
 LC1002'CENTER OF CROSSING, 49 FEET EAST OF CENTER LINE OF ROAD, 12 FEET
 LC1002'NORTH OF CENTER LINE OF A DRIVE EAST TO A HOUSE, 12 FEET EAST
 LC1002'OF THE EIGHTH TELEPHONE POLE EAST OF MILE POST IND 168, 2 FEET
 LC1002'NORTH OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 LC1002'POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 LC1002'CONCRETE POST PROJECTING 4 INCHES.
 LC1002
 LC1002                          STATION RECOVERY (1959)
 LC1002
 LC1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LC1002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0425 ***********************************************************************
 LC0425  DESIGNATION -  D 164
 LC0425  PID         -  LC0425
 LC0425  STATE/COUNTY-  IL/MCLEAN
 LC0425  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0425
 LC0425                         *CURRENT SURVEY CONTROL
 LC0425  ___________________________________________________________________
 LC0425* NAD 83(1986)-  40 27 35.     (N)    088 58 48.     (W)     SCALED    
 LC0425* NAVD 88     -       260.251  (meters)     853.84   (feet)  ADJUSTED  
 LC0425  ___________________________________________________________________
 LC0425  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0425  DYNAMIC HT  -         260.129 (meters)     853.44  (feet)  COMP
 LC0425  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 LC0425
 LC0425  VERT ORDER  -  FIRST     CLASS I
 LC0425
 LC0425.The horizontal coordinates were scaled from a topographic map and have
 LC0425.an estimated accuracy of +/- 6 seconds.
 LC0425
 LC0425.The orthometric height was determined by differential leveling
 LC0425.and adjusted by the National Geodetic Survey in June 1991..
 LC0425
 LC0425.The geoid height was determined by GEOID03.
 LC0425
 LC0425.The dynamic height is computed by dividing the NAVD 88
 LC0425.geopotential number by the normal gravity value computed on the
 LC0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0425.degrees latitude (g = 980.6199 gals.).
 LC0425
 LC0425.The modeled gravity was interpolated from observed gravity values.
 LC0425
 LC0425;                    North         East    Units  Estimated Accuracy
 LC0425;SPC IL E     -   421,250.      245,150.      MT  (+/- 180 meters Scaled)
 LC0425
 LC0425                          SUPERSEDED SURVEY CONTROL
 LC0425
 LC0425  NGVD 29 (??/??/92)  260.308  (m)          854.03   (f) ADJ UNCH    1 1
 LC0425
 LC0425.Superseded values are not recommended for survey control.
 LC0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0425.See file dsdata.txt to determine how the superseded data were derived.
 LC0425
 LC0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK321806(NAD 83)
 LC0425_MARKER: DB = BENCH MARK DISK
 LC0425_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LC0425_SP_SET: PIER
 LC0425_STAMPING: D 164 1954
 LC0425_MARK LOGO: CGS   
 LC0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0425
 LC0425  HISTORY     - Date     Condition        Report By
 LC0425  HISTORY     - 1954     MONUMENTED       CGS
 LC0425  HISTORY     - 1969     GOOD             NGS
 LC0425  HISTORY     - 1986     GOOD             NGS
 LC0425
 LC0425                          STATION DESCRIPTION
 LC0425
 LC0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0425'2.1 MI S FROM BLOOMINGTON.
 LC0425'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0425'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 1.45 MILES SOUTH ALONG
 LC0425'THE ILLINOIS CENTRAL RAILROAD, 0.2 MILE NORTH OF THE CROSSING OF
 LC0425'THE RAILROAD AND THE NEW YORK CENTRAL RAILROAD, 11 1/2 FEET EAST
 LC0425'OF THE EAST RAIL OF A SIDETRACK, 30 FEET EAST OF THE EAST RAIL
 LC0425'OF THE MAIN TRACK, SET VERTICALLY IN THE WEST FACE OF A CONCRETE
 LC0425'FOUNDATION FOR 5 CONCRETE PILLARS AT THE RAILROAD UNDERPASS FOR
 LC0425'U.S. HIGHWAY 66, 2.2 FEET SOUTH OF THE NORTH END OF THE FOUNDATION,
 LC0425'3.0 FEET ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 1/2 FEET ABOVE
 LC0425'THE LEVEL OF THE TRACK.  SEC 10, T23N, R2E
 LC0425
 LC0425                          STATION RECOVERY (1986)
 LC0425
 LC0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0425'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 LC0425'MI) WEST ALONG INTERSTATE HIGHWAY 55 BUSINESS LOOP FROM ITS JUNCTION
 LC0425'WITH U.S. HIGHWAY 150 IN BLOOMINGTON, SET VERTICALLY IN THE WEST FACE
 LC0425'OF THE FIRST CONCRETE PIER WEST OF THE EAST ABUTMENT OF THE HIGHWAY
 LC0425'OVERPASS OF THE ILLINOIS CENTRAL RAILROAD, 9.3 M (30.5 FT) EAST OF THE
 LC0425'CENTER OF A TRACK ROAD, 7.6 M (24.9 FT) NORTH OF THE CENTERLINE OF THE
 LC0425'WEST BOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH
 LC0425'END OF THE PIER.
 LC0425'THE MARK IS 0.9 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1500 ***********************************************************************
 ME1500  DESIGNATION -  D 166
 ME1500  PID         -  ME1500
 ME1500  STATE/COUNTY-  IL/KANKAKEE
 ME1500  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME1500
 ME1500                         *CURRENT SURVEY CONTROL
 ME1500  ___________________________________________________________________
 ME1500* NAD 83(1986)-  41 10 44.     (N)    087 35 39.     (W)     SCALED    
 ME1500* NAVD 88     -       192.061  (meters)     630.12   (feet)  ADJUSTED  
 ME1500  ___________________________________________________________________
 ME1500  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 ME1500  DYNAMIC HT  -         191.981 (meters)     629.86  (feet)  COMP
 ME1500  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 ME1500
 ME1500  VERT ORDER  -  SECOND    CLASS 0
 ME1500
 ME1500.The horizontal coordinates were scaled from a topographic map and have
 ME1500.an estimated accuracy of +/- 6 seconds.
 ME1500
 ME1500.The orthometric height was determined by differential leveling
 ME1500.and adjusted by the National Geodetic Survey in June 1991..
 ME1500
 ME1500.The geoid height was determined by GEOID03.
 ME1500
 ME1500.The dynamic height is computed by dividing the NAVD 88
 ME1500.geopotential number by the normal gravity value computed on the
 ME1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1500.degrees latitude (g = 980.6199 gals.).
 ME1500
 ME1500.The modeled gravity was interpolated from observed gravity values.
 ME1500
 ME1500;                    North         East    Units  Estimated Accuracy
 ME1500;SPC IL E     -   501,170.      362,020.      MT  (+/- 180 meters Scaled)
 ME1500
 ME1500                          SUPERSEDED SURVEY CONTROL
 ME1500
 ME1500  NGVD 29 (??/??/92)  192.152  (m)          630.42   (f) ADJ UNCH    2 0
 ME1500
 ME1500.Superseded values are not recommended for survey control.
 ME1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1500.See file dsdata.txt to determine how the superseded data were derived.
 ME1500
 ME1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL501587(NAD 83)
 ME1500_MARKER: DB = BENCH MARK DISK
 ME1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1500_STAMPING: D 166 1954
 ME1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1500+STABILITY: SURFACE MOTION
 ME1500
 ME1500  HISTORY     - Date     Condition        Report By
 ME1500  HISTORY     - 1954     MONUMENTED       CGS
 ME1500
 ME1500                          STATION DESCRIPTION
 ME1500
 ME1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1500'3.8 MI E FROM MOMENCE.
 ME1500'ABOUT 3.8 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1500'THE STATION AT MOMENCE, ABOUT 0.6 MILE EAST OF CROSSING OF THE
 ME1500'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT DELMAR, AT
 ME1500'CROSSING OF A PRIVATE FIELD ROAD LEADING FROM A TWO STORY HOUSE
 ME1500'WHICH IS ON NORTH SIDE OF TRACK AND A BLACK TOP ROAD TO A LARGE
 ME1500'PASTURE ON SOUTH SIDE OF TRACK, 132 FEET SOUTHWEST OF CENTER
 ME1500'OF CROSSING, 46 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 1 FOOT
 ME1500'NORTH OF A FENCE LINE, 124 FEET WEST OF CENTER OF A PASTURE
 ME1500'GATE, 48 FEET SOUTH OF RAILROAD STATION STAKE NO. 4530, 2 FEET
 ME1500'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND
 ME1500'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1822 ***********************************************************************
 LB1822  DESIGNATION -  D 167
 LB1822  PID         -  LB1822
 LB1822  STATE/COUNTY-  IL/CHAMPAIGN
 LB1822  USGS QUAD   -  HOMER (1975)
 LB1822
 LB1822                         *CURRENT SURVEY CONTROL
 LB1822  ___________________________________________________________________
 LB1822* NAD 83(1986)-  40 02 14.     (N)    087 57 29.     (W)     SCALED    
 LB1822* NAVD 88     -       205.412  (meters)     673.92   (feet)  ADJUSTED  
 LB1822  ___________________________________________________________________
 LB1822  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LB1822  DYNAMIC HT  -         205.308 (meters)     673.58  (feet)  COMP
 LB1822  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LB1822
 LB1822  VERT ORDER  -  FIRST     CLASS II
 LB1822
 LB1822.The horizontal coordinates were scaled from a topographic map and have
 LB1822.an estimated accuracy of +/- 6 seconds.
 LB1822
 LB1822.The orthometric height was determined by differential leveling
 LB1822.and adjusted by the National Geodetic Survey in June 1991..
 LB1822
 LB1822.The geoid height was determined by GEOID03.
 LB1822
 LB1822.The dynamic height is computed by dividing the NAVD 88
 LB1822.geopotential number by the normal gravity value computed on the
 LB1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1822.degrees latitude (g = 980.6199 gals.).
 LB1822
 LB1822.The modeled gravity was interpolated from observed gravity values.
 LB1822
 LB1822;                    North         East    Units  Estimated Accuracy
 LB1822;SPC IL E     -   374,200.      332,030.      MT  (+/- 180 meters Scaled)
 LB1822
 LB1822                          SUPERSEDED SURVEY CONTROL
 LB1822
 LB1822  NGVD 29 (??/??/92)  205.464  (m)          674.09   (f) ADJ UNCH    1 2
 LB1822
 LB1822.Superseded values are not recommended for survey control.
 LB1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1822.See file dsdata.txt to determine how the superseded data were derived.
 LB1822
 LB1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK182323(NAD 83)
 LB1822_MARKER: DB = BENCH MARK DISK
 LB1822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1822_SP_SET: WATER TOWER BASE
 LB1822_STAMPING: D 167 1954
 LB1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1822
 LB1822  HISTORY     - Date     Condition        Report By
 LB1822  HISTORY     - 1954     MONUMENTED       CGS
 LB1822  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1822  HISTORY     - 20051128 MARK NOT FOUND   ILDT
 LB1822
 LB1822                          STATION DESCRIPTION
 LB1822
 LB1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1822'AT HOMER.
 LB1822'AT HOMER, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 49 FROM
 LB1822'CROSSING OF WABASH RAILROAD, 34 YARDS EAST OF EAST CURB OF
 LB1822'HIGHWAY 49, 58 YARDS SOUTH OF CENTER LINE OF A ROAD LEADING
 LB1822'EAST TO FAIRMOUNT, EAST OF THE TOWN HALL AND SOUTH OF FIRE
 LB1822'HOUSE, IN THE TOP OF NORTH CORNER OF CONCRETE BASE OF THE
 LB1822'NORTHWEST LEG OF CITY WATER TOWER AND 1 FOOT ABOVE GROUND.
 LB1822
 LB1822                          STATION RECOVERY (1986)
 LB1822
 LB1822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1822'THERE ARE NEW CONCRETE BASES AT THE WATER TOWER.
 LB1822
 LB1822                          STATION RECOVERY (2005)
 LB1822
 LB1822'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1450 ***********************************************************************
 KA1450  DESIGNATION -  D 168
 KA1450  PID         -  KA1450
 KA1450  STATE/COUNTY-  IL/EDGAR
 KA1450  USGS QUAD   -  HUME (1982)
 KA1450
 KA1450                         *CURRENT SURVEY CONTROL
 KA1450  ___________________________________________________________________
 KA1450* NAD 83(1986)-  39 52 21.     (N)    087 49 58.     (W)     SCALED    
 KA1450* NAVD 88     -       218.689  (meters)     717.48   (feet)  ADJUSTED  
 KA1450  ___________________________________________________________________
 KA1450  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KA1450  DYNAMIC HT  -         218.575 (meters)     717.11  (feet)  COMP
 KA1450  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KA1450
 KA1450  VERT ORDER  -  FIRST     CLASS II
 KA1450
 KA1450.The horizontal coordinates were scaled from a topographic map and have
 KA1450.an estimated accuracy of +/- 6 seconds.
 KA1450
 KA1450.The orthometric height was determined by differential leveling
 KA1450.and adjusted by the National Geodetic Survey in June 1991..
 KA1450
 KA1450.The geoid height was determined by GEOID03.
 KA1450
 KA1450.The dynamic height is computed by dividing the NAVD 88
 KA1450.geopotential number by the normal gravity value computed on the
 KA1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1450.degrees latitude (g = 980.6199 gals.).
 KA1450
 KA1450.The modeled gravity was interpolated from observed gravity values.
 KA1450
 KA1450;                    North         East    Units  Estimated Accuracy
 KA1450;SPC IL E     -   355,960.      342,820.      MT  (+/- 180 meters Scaled)
 KA1450
 KA1450                          SUPERSEDED SURVEY CONTROL
 KA1450
 KA1450  NGVD 29 (??/??/92)  218.752  (m)          717.69   (f) ADJ UNCH    1 2
 KA1450
 KA1450.Superseded values are not recommended for survey control.
 KA1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1450.See file dsdata.txt to determine how the superseded data were derived.
 KA1450
 KA1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK287139(NAD 83)
 KA1450_MARKER: DB = BENCH MARK DISK
 KA1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1450_STAMPING: D 168 1954
 KA1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1450+STABILITY: SURFACE MOTION
 KA1450
 KA1450  HISTORY     - Date     Condition        Report By
 KA1450  HISTORY     - 1954     MONUMENTED       CGS
 KA1450  HISTORY     - 1956     GOOD             NGS
 KA1450
 KA1450                          STATION DESCRIPTION
 KA1450
 KA1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1450'3.2 MI SW FROM SIDELL.
 KA1450'ABOUT 1.25 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE WATER
 KA1450'TOWER AT SIDELL, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD,
 KA1450'THENCE ABOUT 1.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT
 KA1450'0.05 MILE EAST ALONG THE VERMILION-EDGAR COUNTY LINE ROAD, THENCE
 KA1450'ABOUT 0.45 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.6 MILE NORTH
 KA1450'OF T JUNCTION OF AN EAST-WEST ROAD AT HILDRETH, 27 FEET EAST OF
 KA1450'CENTER LINE OF ROAD, 2 FEET SOUTH OF A PROPERTY FENCE LINE RUNNING
 KA1450'EAST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 KA1450'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA1450'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0885 ***********************************************************************
 JB0885  DESIGNATION -  D 169
 JB0885  PID         -  JB0885
 JB0885  STATE/COUNTY-  IL/CLINTON
 JB0885  USGS QUAD   -  CARLYLE (1969)
 JB0885
 JB0885                         *CURRENT SURVEY CONTROL
 JB0885  ___________________________________________________________________
 JB0885* NAD 83(1986)-  38 36 26.     (N)    089 20 49.     (W)     SCALED    
 JB0885* NAVD 88     -       135.935  (meters)     445.98   (feet)  ADJUSTED  
 JB0885  ___________________________________________________________________
 JB0885  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB0885  DYNAMIC HT  -         135.848 (meters)     445.69  (feet)  COMP
 JB0885  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 JB0885
 JB0885  VERT ORDER  -  FIRST     CLASS I
 JB0885
 JB0885.The horizontal coordinates were scaled from a topographic map and have
 JB0885.an estimated accuracy of +/- 6 seconds.
 JB0885
 JB0885.The orthometric height was determined by differential leveling
 JB0885.and adjusted by the National Geodetic Survey in June 1991..
 JB0885
 JB0885.The geoid height was determined by GEOID03.
 JB0885
 JB0885.The dynamic height is computed by dividing the NAVD 88
 JB0885.geopotential number by the normal gravity value computed on the
 JB0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0885.degrees latitude (g = 980.6199 gals.).
 JB0885
 JB0885.The modeled gravity was interpolated from observed gravity values.
 JB0885
 JB0885;                    North         East    Units  Estimated Accuracy
 JB0885;SPC IL W     -   215,690.      771,400.      MT  (+/- 180 meters Scaled)
 JB0885
 JB0885                          SUPERSEDED SURVEY CONTROL
 JB0885
 JB0885  NGVD 29 (??/??/92)  136.047  (m)          446.35   (f) ADJ UNCH    1 1
 JB0885
 JB0885.Superseded values are not recommended for survey control.
 JB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0885.See file dsdata.txt to determine how the superseded data were derived.
 JB0885
 JB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH956758(NAD 83)
 JB0885_MARKER: DB = BENCH MARK DISK
 JB0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0885_SP_SET: BRIDGE
 JB0885_STAMPING: D 169 1969
 JB0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0885+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 JB0885
 JB0885  HISTORY     - Date     Condition        Report By
 JB0885  HISTORY     - 1969     MONUMENTED       CGS
 JB0885  HISTORY     - 20050724 GOOD             GEOCAC
 JB0885
 JB0885                          STATION DESCRIPTION
 JB0885
 JB0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0885'1.5 MI E FROM CARLYLE.
 JB0885'ABOUT 1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0885'THE CROSSING OF STATE HIGHWAY 127 AT CARLYLE, NEAR MILEPOLE
 JB0885'289-23, SET ON THE TOP OF THE SOUTH END OF THE BOTTOM STEP FOR
 JB0885'THE WEST STONE ABUTMENT FOR THE RAILROAD BRIDGE OVER A BLACK
 JB0885'TOPPED ROAD, 24 FEET SOUTH OF THE SOUTH RAIL, 17 FEET WEST OF THE
 JB0885'CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE SOUTH END OF THE
 JB0885'STEP, 1.4 FEET WEST OF THE EAST EDGE OF THE STEP, ABOUT 20 FEET
 JB0885'BELOW THE LEVEL OF THE TRACK.  SEC 19, T 2 N, R 2 W.  NOTE-- MARK
 JB0885'MAY BE COVERED WITH ABOUT 3 INCHES OF DIRT.
 JB0885
 JB0885                          STATION RECOVERY (2005)
 JB0885
 JB0885'RECOVERY NOTE BY GEOCACHING 2005 (WMB)
 JB0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0099 ***********************************************************************
 NH0099  DESIGNATION -  D 17
 NH0099  PID         -  NH0099
 NH0099  STATE/COUNTY-  IL/MCHENRY
 NH0099  USGS QUAD   -  RICHMOND (1992)
 NH0099
 NH0099                         *CURRENT SURVEY CONTROL
 NH0099  ___________________________________________________________________
 NH0099* NAD 83(1986)-  42 27 24.     (N)    088 18 23.     (W)     SCALED    
 NH0099* NAVD 88     -       248.602  (meters)     815.62   (feet)  ADJUSTED  
 NH0099  ___________________________________________________________________
 NH0099  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NH0099  DYNAMIC HT  -         248.523 (meters)     815.36  (feet)  COMP
 NH0099  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 NH0099
 NH0099  VERT ORDER  -  SECOND    CLASS 0
 NH0099
 NH0099.The horizontal coordinates were scaled from a topographic map and have
 NH0099.an estimated accuracy of +/- 6 seconds.
 NH0099
 NH0099.The orthometric height was determined by differential leveling
 NH0099.and adjusted by the National Geodetic Survey in June 1991..
 NH0099.WARNING-Repeat measurements at this control monument indicate possible
 NH0099.vertical movement.
 NH0099
 NH0099.The geoid height was determined by GEOID03.
 NH0099
 NH0099.The dynamic height is computed by dividing the NAVD 88
 NH0099.geopotential number by the normal gravity value computed on the
 NH0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0099.degrees latitude (g = 980.6199 gals.).
 NH0099
 NH0099.The modeled gravity was interpolated from observed gravity values.
 NH0099
 NH0099;                    North         East    Units  Estimated Accuracy
 NH0099;SPC IL E     -   642,830.      302,220.      MT  (+/- 180 meters Scaled)
 NH0099
 NH0099                          SUPERSEDED SURVEY CONTROL
 NH0099
 NH0099  NGVD 29 (??/??/92)  248.676  (m)          815.86   (f) ADJ UNCH    2 0
 NH0099
 NH0099.Superseded values are not recommended for survey control.
 NH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0099.See file dsdata.txt to determine how the superseded data were derived.
 NH0099
 NH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN925013(NAD 83)
 NH0099_MARKER: DB = BENCH MARK DISK
 NH0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0099_SP_SET: BRIDGE
 NH0099_STAMPING: D 17 1934
 NH0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0099
 NH0099  HISTORY     - Date     Condition        Report By
 NH0099  HISTORY     - 1934     MONUMENTED       CGS
 NH0099  HISTORY     - 1960     GOOD             NGS
 NH0099  HISTORY     - 19940602 MARK NOT FOUND   USPSQD
 NH0099
 NH0099                          STATION DESCRIPTION
 NH0099
 NH0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0099'AT RICHMOND.
 NH0099'AT THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0099'RAILROAD AND THE CHICAGO AND NORTH WESTERN RAILWAY IN THE SOUTH
 NH0099'PART OF RICHMOND, 0.3 MILE NORTHWEST OF C.M.ST.P. AND P. RR.
 NH0099'MILEPOLE 57, 0.1 MILE SOUTH OF THE C. AND NW. RY. MILEPOLE 74,
 NH0099'IN TOP OF THE SOUTH END OF THE EAST ABUTMENT (BRIDGE SEAT) OF
 NH0099'OVERPASS OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH0099'OVER THE CHICAGO AND NORTH WESTERN RAILWAY, 8 FEET SOUTHWEST
 NH0099'OF THE SOUTHWEST RAIL, 2 1/2 FEET NORTH OF THE SOUTH END OF THE
 NH0099'ABUTMENT, 7 RAILS NORTHWEST OF THE OVERPASS OF C. M. ST. P.
 NH0099'AND P. RR. OVER U.S. HIGHWAY 12 AND STATE HIGHWAY 31, AND ABOUT
 NH0099'2 1/2 FEET BELOW THE LEVEL OF THE TRACK.  THIS MARK CAN BE
 NH0099'REACHED BY GOING ABOUT 1.6 MILES SOUTH ALONG THE CHICAGO AND
 NH0099'NORTH WESTERN RAILWAY FROM THE STATION AT RICHMOND.
 NH0099
 NH0099                          STATION RECOVERY (1994)
 NH0099
 NH0099'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0120 ***********************************************************************
 LC0120  DESIGNATION -  D 171
 LC0120  PID         -  LC0120
 LC0120  STATE/COUNTY-  IL/CHAMPAIGN
 LC0120  USGS QUAD   -  MAHOMET (1975)
 LC0120
 LC0120                         *CURRENT SURVEY CONTROL
 LC0120  ___________________________________________________________________
 LC0120* NAD 83(1986)-  40 11 39.     (N)    088 25 19.     (W)     SCALED    
 LC0120* NAVD 88     -       216.661  (meters)     710.83   (feet)  ADJUSTED  
 LC0120  ___________________________________________________________________
 LC0120  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0120  DYNAMIC HT  -         216.553 (meters)     710.47  (feet)  COMP
 LC0120  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 LC0120
 LC0120  VERT ORDER  -  FIRST     CLASS II
 LC0120
 LC0120.The horizontal coordinates were scaled from a topographic map and have
 LC0120.an estimated accuracy of +/- 6 seconds.
 LC0120
 LC0120.The orthometric height was determined by differential leveling
 LC0120.and adjusted by the National Geodetic Survey in June 1991..
 LC0120
 LC0120.The geoid height was determined by GEOID03.
 LC0120
 LC0120.The dynamic height is computed by dividing the NAVD 88
 LC0120.geopotential number by the normal gravity value computed on the
 LC0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0120.degrees latitude (g = 980.6199 gals.).
 LC0120
 LC0120.The modeled gravity was interpolated from observed gravity values.
 LC0120
 LC0120;                    North         East    Units  Estimated Accuracy
 LC0120;SPC IL E     -   391,560.      292,460.      MT  (+/- 180 meters Scaled)
 LC0120
 LC0120                          SUPERSEDED SURVEY CONTROL
 LC0120
 LC0120  NGVD 29 (??/??/92)  216.714  (m)          711.00   (f) ADJ UNCH    1 2
 LC0120
 LC0120.Superseded values are not recommended for survey control.
 LC0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0120.See file dsdata.txt to determine how the superseded data were derived.
 LC0120
 LC0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK789502(NAD 83)
 LC0120_MARKER: DB = BENCH MARK DISK
 LC0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0120_STAMPING: D 171 1954
 LC0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0120+STABILITY: SURFACE MOTION
 LC0120
 LC0120  HISTORY     - Date     Condition        Report By
 LC0120  HISTORY     - 1954     MONUMENTED       CGS
 LC0120  HISTORY     - 1973     GOOD             NGS
 LC0120  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0120
 LC0120                          STATION DESCRIPTION
 LC0120
 LC0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0120'0.8 MI NW FROM MAHOMET.
 LC0120'ABOUT 0.75 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0120'THE STATION AT MAHOMET, AT A FARM ROAD CROSSING, 44 1/2 FEET
 LC0120'SOUTH OF SOUTH RAIL, 49 FEET SOUTHWEST OF CENTER LINE OF FARM
 LC0120'CROSSING, 52 FEET WEST AND ACROSS FARM DRIVE FROM TELEPHONE POLE
 LC0120'NO. 7, 30 FEET WEST OF A FENCE CORNER, 25 FEET EAST-SOUTHEAST
 LC0120'OF THE 2ND TELEPHONE POLE EAST OF MILE POST 129, 3 FEET NORTH OF A
 LC0120'FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 LC0120'1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 LC0120'PROJECTING 4 INCHES.
 LC0120
 LC0120                          STATION RECOVERY (1973)
 LC0120
 LC0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0120'RECOVERED IN GOOD CONDITION.
 LC0120
 LC0120                          STATION RECOVERY (1986)
 LC0120
 LC0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0670 ***********************************************************************
 LC0670  DESIGNATION -  D 172
 LC0670  PID         -  LC0670
 LC0670  STATE/COUNTY-  IL/MCLEAN
 LC0670  USGS QUAD   -  NORMAL EAST (1981)
 LC0670
 LC0670                         *CURRENT SURVEY CONTROL
 LC0670  ___________________________________________________________________
 LC0670* NAD 83(1986)-  40 37 16.     (N)    088 59 35.     (W)     SCALED    
 LC0670* NAVD 88     -       229.745  (meters)     753.76   (feet)  ADJUSTED  
 LC0670  ___________________________________________________________________
 LC0670  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC0670  DYNAMIC HT  -         229.640 (meters)     753.41  (feet)  COMP
 LC0670  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 LC0670
 LC0670  VERT ORDER  -  FIRST     CLASS I
 LC0670
 LC0670.The horizontal coordinates were scaled from a topographic map and have
 LC0670.an estimated accuracy of +/- 6 seconds.
 LC0670
 LC0670.The orthometric height was determined by differential leveling
 LC0670.and adjusted by the National Geodetic Survey in June 1991..
 LC0670
 LC0670.The geoid height was determined by GEOID03.
 LC0670
 LC0670.The dynamic height is computed by dividing the NAVD 88
 LC0670.geopotential number by the normal gravity value computed on the
 LC0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0670.degrees latitude (g = 980.6199 gals.).
 LC0670
 LC0670.The modeled gravity was interpolated from observed gravity values.
 LC0670
 LC0670;                    North         East    Units  Estimated Accuracy
 LC0670;SPC IL E     -   439,180.      244,180.      MT  (+/- 180 meters Scaled)
 LC0670
 LC0670                          SUPERSEDED SURVEY CONTROL
 LC0670
 LC0670  NGVD 29 (??/??/92)  229.793  (m)          753.91   (f) ADJ UNCH    1 1
 LC0670
 LC0670.Superseded values are not recommended for survey control.
 LC0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0670.See file dsdata.txt to determine how the superseded data were derived.
 LC0670
 LC0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK314986(NAD 83)
 LC0670_MARKER: DB = BENCH MARK DISK
 LC0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0670_STAMPING: D 172 1954
 LC0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0670+STABILITY: SURFACE MOTION
 LC0670
 LC0670  HISTORY     - Date     Condition        Report By
 LC0670  HISTORY     - 1954     MONUMENTED       CGS
 LC0670  HISTORY     - 1969     GOOD             NGS
 LC0670
 LC0670                          STATION DESCRIPTION
 LC0670
 LC0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0670'7.9 MI S FROM EL PASO.
 LC0670'ABOUT 7.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0670'THE STATION AT EL PASO, OR ABOUT 7.65 MILES NORTH ALONG THE
 LC0670'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT NORMAL, 97 FEET
 LC0670'EAST OF THE EAST RAIL, 454 FEET NORTH-NORTHEAST OF A SWITCH STAND
 LC0670'AT THE NORTH END OF A SIDING, 321 FEET NORTH-NORTHEAST OF THE EAST
 LC0670'END OF A 48-INCH METAL CULVERT, 1 1/2 FEET WEST OF A FENCE, 2.0
 LC0670'FEET NORTH OF A WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 LC0670'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 LC0670'IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 21, T25N, R2E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0164 ***********************************************************************
 LC0164  DESIGNATION -  D 173
 LC0164  PID         -  LC0164
 LC0164  STATE/COUNTY-  IL/CHAMPAIGN
 LC0164  USGS QUAD   -  URBANA (1975)
 LC0164
 LC0164                         *CURRENT SURVEY CONTROL
 LC0164  ___________________________________________________________________
 LC0164* NAD 83(1986)-  40 07 09.     (N)    088 12 10.     (W)     SCALED    
 LC0164* NAVD 88     -       217.604  (meters)     713.92   (feet)  ADJUSTED  
 LC0164  ___________________________________________________________________
 LC0164  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0164  DYNAMIC HT  -         217.493 (meters)     713.56  (feet)  COMP
 LC0164  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 LC0164
 LC0164  VERT ORDER  -  FIRST     CLASS II
 LC0164
 LC0164.The horizontal coordinates were scaled from a topographic map and have
 LC0164.an estimated accuracy of +/- 6 seconds.
 LC0164
 LC0164.The orthometric height was determined by differential leveling
 LC0164.and adjusted by the National Geodetic Survey in June 1991..
 LC0164
 LC0164.The geoid height was determined by GEOID03.
 LC0164
 LC0164.The dynamic height is computed by dividing the NAVD 88
 LC0164.geopotential number by the normal gravity value computed on the
 LC0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0164.degrees latitude (g = 980.6199 gals.).
 LC0164
 LC0164.The modeled gravity was interpolated from observed gravity values.
 LC0164
 LC0164;                    North         East    Units  Estimated Accuracy
 LC0164;SPC IL E     -   383,240.      311,130.      MT  (+/- 180 meters Scaled)
 LC0164
 LC0164                          SUPERSEDED SURVEY CONTROL
 LC0164
 LC0164  NGVD 29 (??/??/92)  217.641  (m)          714.04   (f) ADJ UNCH    1 2
 LC0164
 LC0164.Superseded values are not recommended for survey control.
 LC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0164.See file dsdata.txt to determine how the superseded data were derived.
 LC0164
 LC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK975416(NAD 83)
 LC0164_MARKER: DB = BENCH MARK DISK
 LC0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0164_SP_SET: BRIDGE
 LC0164_STAMPING: D 173 1954
 LC0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0164
 LC0164  HISTORY     - Date     Condition        Report By
 LC0164  HISTORY     - 1954     MONUMENTED       CGS
 LC0164  HISTORY     - 1973     GOOD             NGS
 LC0164  HISTORY     - 1978     GOOD             LOCENG
 LC0164  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0164  HISTORY     - 20051205 MARK NOT FOUND   ILDT
 LC0164
 LC0164                          STATION DESCRIPTION
 LC0164
 LC0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0164'AT URBANA.
 LC0164'AT URBANA, ABOUT 0.45 MILE NORTHEAST OF THE WABASH RAILROAD
 LC0164'STATION, ALONG NORTH CUNNINGHAM AVENUE, IN THE TOP OF THE NORTH
 LC0164'POST OF THE EAST HEAD WALL OF NORTH CONNINGHAM AVENUE BRIDGE
 LC0164'OVER WEST BRANCH OF SALT FORK, 4 1/2 FEET EAST OF EAST CURB LINE
 LC0164'OF NORTH CUNNINGHAM AVENUE, 236 FEET NORTH OF CENTER OF JUNCTION
 LC0164'OF NORTH CUNNINGHAM AVENUE AND CRYSTAL LAKE DRIVE LEADING WEST,
 LC0164'13 FEET SOUTH OF NORTH END OF EAST HEAD WALL OF BRIDGE AND
 LC0164'ABOUT 1/2 FOOT ABOVE LEVEL OF AVENUE.
 LC0164
 LC0164                          STATION RECOVERY (1973)
 LC0164
 LC0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0164'RECOVERED IN GOOD CONDITION.
 LC0164
 LC0164                          STATION RECOVERY (1978)
 LC0164
 LC0164'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 LC0164'RECOVERED IN GOOD CONDITION.
 LC0164
 LC0164                          STATION RECOVERY (1986)
 LC0164
 LC0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0164'MARK NOT FOUND.
 LC0164
 LC0164                          STATION RECOVERY (2005)
 LC0164
 LC0164'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0200 ***********************************************************************
 KB0200  DESIGNATION -  D 174
 KB0200  PID         -  KB0200
 KB0200  STATE/COUNTY-  IL/COLES
 KB0200  USGS QUAD   -  MATTOON EAST (1984)
 KB0200
 KB0200                         *CURRENT SURVEY CONTROL
 KB0200  ___________________________________________________________________
 KB0200* NAD 83(1986)-  39 25 09.     (N)    088 17 16.     (W)     SCALED    
 KB0200* NAVD 88     -       229.318  (meters)     752.35   (feet)  ADJUSTED  
 KB0200  ___________________________________________________________________
 KB0200  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0200  DYNAMIC HT  -         229.185 (meters)     751.92  (feet)  COMP
 KB0200  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 KB0200
 KB0200  VERT ORDER  -  FIRST     CLASS II
 KB0200
 KB0200.The horizontal coordinates were scaled from a topographic map and have
 KB0200.an estimated accuracy of +/- 6 seconds.
 KB0200
 KB0200.The orthometric height was determined by differential leveling
 KB0200.and adjusted by the National Geodetic Survey in June 1991..
 KB0200
 KB0200.The geoid height was determined by GEOID03.
 KB0200
 KB0200.The dynamic height is computed by dividing the NAVD 88
 KB0200.geopotential number by the normal gravity value computed on the
 KB0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0200.degrees latitude (g = 980.6199 gals.).
 KB0200
 KB0200.The modeled gravity was interpolated from observed gravity values.
 KB0200
 KB0200;                    North         East    Units  Estimated Accuracy
 KB0200;SPC IL E     -   305,510.      303,920.      MT  (+/- 180 meters Scaled)
 KB0200
 KB0200                          SUPERSEDED SURVEY CONTROL
 KB0200
 KB0200  NGVD 29 (??/??/92)  229.379  (m)          752.55   (f) ADJ UNCH    1 2
 KB0200
 KB0200.Superseded values are not recommended for survey control.
 KB0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0200.See file dsdata.txt to determine how the superseded data were derived.
 KB0200
 KB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ891640(NAD 83)
 KB0200_MARKER: DB = BENCH MARK DISK
 KB0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0200_STAMPING: D 174 1956
 KB0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0200+STABILITY: SURFACE MOTION
 KB0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0200+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 KB0200
 KB0200  HISTORY     - Date     Condition        Report By
 KB0200  HISTORY     - 1956     MONUMENTED       CGS
 KB0200  HISTORY     - 1973     GOOD             NGS
 KB0200  HISTORY     - 20050302 GOOD             ILDT
 KB0200
 KB0200                          STATION DESCRIPTION
 KB0200
 KB0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0200'AT LERNA.
 KB0200'AT LERNA, AT THE INTERSECTION OF THE ILLINOIS CENTRAL RAILROAD
 KB0200'AND THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 31 FEET
 KB0200'SOUTHWEST OF SOUTHWEST RAIL OF IC RR, 53 FEET SOUTHEAST OF
 KB0200'SOUTHEAST RAIL OF THE N.Y., C. AND ST. L. RR, 29 1/2 FEET
 KB0200'SOUTHEAST OF A TELEPHONE POLE ON A NORTHEAST-SOUTHWEST TELEPHONE
 KB0200'LINE, 68 1/2 FEET NORTHWEST OF NORTHWEST CORNER OF A SMALL
 KB0200'CONCRETE BLOCK WAREHOUSE, ABOUT 4 FEET NORTHEAST OF THE EXTENDED
 KB0200'SOUTHWEST FACE OF THE I.C. RR STATION WHICH IS LOCATED IN THE
 KB0200'WEST QUARTER OF RAILROAD INTERSECTION, 4 FEET NORTH-NORTHWEST OF
 KB0200'STREET LIGHT POLE NO. 11, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACKS
 KB0200'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0200
 KB0200                          STATION RECOVERY (1973)
 KB0200
 KB0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0200'RECOVERED IN GOOD CONDITION.
 KB0200
 KB0200                          STATION RECOVERY (2005)
 KB0200
 KB0200'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0200'TO REACH FROM THE INTERSECTION OF FIFTH ST AND MAIN ST. IN LERNA, GO
 KB0200'NORTH ON FIFTH ST +-0.1MI TO MARK, MARK IS 4' NORTH OF LIGHT POLE,
 KB0200'29.5' SOUTHEAST OF TELEPHONE POLE, 48.3' EAST OF THE EAST CORNER OF
 KB0200'METAL STORAGE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0231 ***********************************************************************
 KB0231  DESIGNATION -  D 175
 KB0231  PID         -  KB0231
 KB0231  STATE/COUNTY-  IL/CUMBERLAND
 KB0231  USGS QUAD   -  GREENUP (1985)
 KB0231
 KB0231                         *CURRENT SURVEY CONTROL
 KB0231  ___________________________________________________________________
 KB0231* NAD 83(1986)-  39 14 48.     (N)    088 11 49.     (W)     SCALED    
 KB0231* NAVD 88     -       176.431  (meters)     578.84   (feet)  ADJUSTED  
 KB0231  ___________________________________________________________________
 KB0231  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0231  DYNAMIC HT  -         176.328 (meters)     578.50  (feet)  COMP
 KB0231  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 KB0231
 KB0231  VERT ORDER  -  FIRST     CLASS II
 KB0231
 KB0231.The horizontal coordinates were scaled from a topographic map and have
 KB0231.an estimated accuracy of +/- 6 seconds.
 KB0231
 KB0231.The orthometric height was determined by differential leveling
 KB0231.and adjusted by the National Geodetic Survey in June 1991..
 KB0231
 KB0231.The geoid height was determined by GEOID03.
 KB0231
 KB0231.The dynamic height is computed by dividing the NAVD 88
 KB0231.geopotential number by the normal gravity value computed on the
 KB0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0231.degrees latitude (g = 980.6199 gals.).
 KB0231
 KB0231.The modeled gravity was interpolated from observed gravity values.
 KB0231
 KB0231;                    North         East    Units  Estimated Accuracy
 KB0231;SPC IL E     -   286,370.      311,770.      MT  (+/- 180 meters Scaled)
 KB0231
 KB0231                          SUPERSEDED SURVEY CONTROL
 KB0231
 KB0231  NGVD 29 (??/??/92)  176.490  (m)          579.03   (f) ADJ UNCH    1 2
 KB0231
 KB0231.Superseded values are not recommended for survey control.
 KB0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0231.See file dsdata.txt to determine how the superseded data were derived.
 KB0231
 KB0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ967448(NAD 83)
 KB0231_MARKER: DB = BENCH MARK DISK
 KB0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0231_STAMPING: D 175 1956
 KB0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0231+STABILITY: SURFACE MOTION
 KB0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0231+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 KB0231
 KB0231  HISTORY     - Date     Condition        Report By
 KB0231  HISTORY     - 1956     MONUMENTED       CGS
 KB0231  HISTORY     - 1973     GOOD             NGS
 KB0231  HISTORY     - 20050218 GOOD             ILDT
 KB0231
 KB0231                          STATION DESCRIPTION
 KB0231
 KB0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0231'1.8 MI NW FROM GREENUP.
 KB0231'ABOUT 1.75 MILES NORTHWEST AND WEST ALONG THE ILLINOIS CENTRAL
 KB0231'RAILROAD FROM THE STATION AT GREENUP, ABOUT 0.35 MILE EAST OF
 KB0231'MILE POST P 140, AT CROSSING OF A NARROW NORTH-SOUTH GRAVEL ROAD,
 KB0231'30.7 FEET SOUTHEAST OF SOUTHEAST RAIL AND ON THE OUTSIDE OF A
 KB0231'CURVE IN TRACK, 19 FEET WEST OF CENTER LINE OF ROAD, 1 1/2 FEET
 KB0231'NORTHEAST OF NORTHEAST END OF A FENCE LINE, 2 FEET SOUTH OF A
 KB0231'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE
 KB0231'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0231
 KB0231                          STATION RECOVERY (1973)
 KB0231
 KB0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0231'RECOVERED IN GOOD CONDITION.
 KB0231
 KB0231                          STATION RECOVERY (2005)
 KB0231
 KB0231'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0090 ***********************************************************************
 JB0090  DESIGNATION -  D 176
 JB0090  PID         -  JB0090
 JB0090  STATE/COUNTY-  IL/JASPER
 JB0090  USGS QUAD   -  NEWTON (1985)
 JB0090
 JB0090                         *CURRENT SURVEY CONTROL
 JB0090  ___________________________________________________________________
 JB0090* NAD 83(1986)-  38 56 08.     (N)    088 09 14.     (W)     SCALED    
 JB0090* NAVD 88     -       161.870  (meters)     531.07   (feet)  ADJUSTED  
 JB0090  ___________________________________________________________________
 JB0090  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JB0090  DYNAMIC HT  -         161.773 (meters)     530.75  (feet)  COMP
 JB0090  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 JB0090
 JB0090  VERT ORDER  -  FIRST     CLASS II
 JB0090
 JB0090.The horizontal coordinates were scaled from a topographic map and have
 JB0090.an estimated accuracy of +/- 6 seconds.
 JB0090
 JB0090.The orthometric height was determined by differential leveling
 JB0090.and adjusted by the National Geodetic Survey in June 1991..
 JB0090
 JB0090.The geoid height was determined by GEOID03.
 JB0090
 JB0090.The dynamic height is computed by dividing the NAVD 88
 JB0090.geopotential number by the normal gravity value computed on the
 JB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0090.degrees latitude (g = 980.6199 gals.).
 JB0090
 JB0090.The modeled gravity was interpolated from observed gravity values.
 JB0090
 JB0090;                    North         East    Units  Estimated Accuracy
 JB0090;SPC IL E     -   251,840.      315,560.      MT  (+/- 180 meters Scaled)
 JB0090
 JB0090                          SUPERSEDED SURVEY CONTROL
 JB0090
 JB0090  NGVD 29 (??/??/92)  161.941  (m)          531.30   (f) ADJ UNCH    1 2
 JB0090
 JB0090.Superseded values are not recommended for survey control.
 JB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0090.See file dsdata.txt to determine how the superseded data were derived.
 JB0090
 JB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ999102(NAD 83)
 JB0090_MARKER: DB = BENCH MARK DISK
 JB0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0090_SP_SET: CULVERT
 JB0090_STAMPING: D 176 1956
 JB0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0090
 JB0090  HISTORY     - Date     Condition        Report By
 JB0090  HISTORY     - 1956     MONUMENTED       CGS
 JB0090
 JB0090                          STATION DESCRIPTION
 JB0090
 JB0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0090'6.5 MI S FROM NEWTON.
 JB0090'4.3 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0090'THE STATION AT NEWTON, THENCE ABOUT 2.2 MILES WEST ALONG A GRAVEL
 JB0090'ROAD, ABOUT 135 YARDS EAST OF ENTRANCE TO JASPER COUNTY AIRPORT,
 JB0090'ABOUT 40 YARDS SOUTHWEST OF SOUTHWEST CORNER OF A FARM HOUSE,
 JB0090'IN THE TOP OF EAST END OF NORTH HEAD WALL OF A 4-FOOT CONCRETE
 JB0090'BOX CULVERT, 15 FEET NORTH OF CENTER LINE OF ROAD AND ABOUT 1/2
 JB0090'FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0038 ***********************************************************************
 KB0038  DESIGNATION -  D 177
 KB0038  PID         -  KB0038
 KB0038  STATE/COUNTY-  IL/COLES
 KB0038  USGS QUAD   -  CHARLESTON NORTH (1982)
 KB0038
 KB0038                         *CURRENT SURVEY CONTROL
 KB0038  ___________________________________________________________________
 KB0038* NAD 83(1997)-  39 34 42.91084(N)    088 10 21.71362(W)     ADJUSTED  
 KB0038* NAVD 88     -       207.588  (meters)     681.06   (feet)  ADJUSTED  
 KB0038  ___________________________________________________________________
 KB0038  X           -     156,973.028 (meters)                     COMP
 KB0038  Y           -  -4,920,283.361 (meters)                     COMP
 KB0038  Z           -   4,042,144.045 (meters)                     COMP
 KB0038  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KB0038  ELLIP HEIGHT-         175.51  (meters)          (12/06/04) GPS OBS
 KB0038  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0038  DYNAMIC HT  -         207.473 (meters)     680.68  (feet)  COMP
 KB0038  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 KB0038
 KB0038  HORZ ORDER  -  FIRST
 KB0038  VERT ORDER  -  FIRST     CLASS II
 KB0038  ELLP ORDER  -  FOURTH    CLASS I
 KB0038
 KB0038.The horizontal coordinates were established by GPS observations
 KB0038.and adjusted by the National Geodetic Survey in December 2002..
 KB0038
 KB0038.The orthometric height was determined by differential leveling
 KB0038.and adjusted by the National Geodetic Survey in June 1991..
 KB0038
 KB0038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0038
 KB0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0038
 KB0038.The ellipsoidal height was determined by GPS observations
 KB0038.and is referenced to NAD 83.
 KB0038
 KB0038.The geoid height was determined by GEOID03.
 KB0038
 KB0038.The dynamic height is computed by dividing the NAVD 88
 KB0038.geopotential number by the normal gravity value computed on the
 KB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0038.degrees latitude (g = 980.6199 gals.).
 KB0038
 KB0038.The modeled gravity was interpolated from observed gravity values.
 KB0038
 KB0038;                    North         East     Units Scale Factor Converg.
 KB0038;SPC IL E     -   323,224.003   313,800.860   MT  0.99997734   +0 06 08.4
 KB0038;SPC IL E     - 1,060,444.08  1,029,528.32   sFT  0.99997734   +0 06 08.4
 KB0038;UTM  16      - 4,381,642.870   399,284.864   MT  0.99972488   -0 44 50.0
 KB0038
 KB0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0038!SPC IL E     -   0.99997247  x   0.99997734  =   0.99994981
 KB0038!UTM  16      -   0.99997247  x   0.99972488  =   0.99969735
 KB0038
 KB0038|---------------------------------------------------------------------|
 KB0038| PID    Reference Object                     Distance      Geod. Az  |
 KB0038|                                                           dddmmss.s |
 KB0038| DE8910 COL 04D                              44.555 METERS 00741     |
 KB0038|---------------------------------------------------------------------|
 KB0038
 KB0038                          SUPERSEDED SURVEY CONTROL
 KB0038
 KB0038  ELLIP H (12/18/02)  175.51   (m)                       GP(       ) 4 2
 KB0038  NAVD 88 (12/18/02)  207.59   (m)          681.1    (f) LEVELING    3  
 KB0038  NGVD 29 (??/??/92)  207.662  (m)          681.30   (f) ADJ UNCH    1 2
 KB0038
 KB0038.Superseded values are not recommended for survey control.
 KB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0038.See file dsdata.txt to determine how the superseded data were derived.
 KB0038
 KB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9928581643(NAD 83)
 KB0038_MARKER: DB = BENCH MARK DISK
 KB0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0038_STAMPING: D 177 1956
 KB0038_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0038+STABILITY: SURFACE MOTION
 KB0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0038+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 KB0038
 KB0038  HISTORY     - Date     Condition        Report By
 KB0038  HISTORY     - 1956     MONUMENTED       CGS
 KB0038  HISTORY     - 1973     GOOD             ILHD
 KB0038  HISTORY     - 1981     GOOD             ILDT
 KB0038  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0038  HISTORY     - 20050303 GOOD             ILDT
 KB0038
 KB0038                          STATION DESCRIPTION
 KB0038
 KB0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0038'5.6 MI N FROM CHARLESTON.
 KB0038'ABOUT 5.65 MILES NORTH ALONG THE NEW YORK, CHICAGO AND ST. LOUIS
 KB0038'RAILROAD FROM THE FREIGHT STATION AT CHARLESTON, ABOUT 0.1 MILE
 KB0038'SOUTH OF ELEVATOR AT FAIR GRANGE, AT AN EAST-WEST ROAD CROSSING,
 KB0038'33 FEET EAST OF EAST RAIL OF A SIDING, 47 FEET EAST OF EAST
 KB0038'RAIL OF MAIN TRACK, 1 1/2 FEET WEST OF A FENCE CORNER, 180 FEET
 KB0038'SOUTH OF CENTER LINE OF ROAD, 79 FEET EAST-SOUTHEAST AND ACROSS
 KB0038'TRACK FROM TELEPHONE POLE NO. 313/15 WHICH IS THE SECOND POLE
 KB0038'SOUTH OF CROSSING, 200 FEET SOUTH AND ACROSS ROAD FROM CROSSING
 KB0038'WARNING SIGN, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 KB0038'4 FEET BELOW LEVEL OF MAIN TRACK AND SET IN THE TOP OF A CONCRETE
 KB0038'POST PROJECTING 3 INCHES.  NOTE-- 4 FEET SOUTH OF FENCE CORNER.
 KB0038
 KB0038                          STATION RECOVERY (1973)
 KB0038
 KB0038'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0038'RECOVERED IN GOOD CONDITION.
 KB0038
 KB0038                          STATION RECOVERY (1981)
 KB0038
 KB0038'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1981
 KB0038'RECOVERED IN GOOD CONDITION.
 KB0038
 KB0038                          STATION RECOVERY (2000)
 KB0038
 KB0038'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0038'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0038'RECOVERED  IN GOOD CONDITION..  THE STATION IS LOCATED ABOUT 6.5 MI
 KB0038'(10.6 KM ) NORTH  OF CHARLESTON ,   ABOUT 8.2 MI ( 13.4  KM )
 KB0038'SOUTHEAST
 KB0038'OF HUMBOLDT .  TO REACH FROM THE  JUNCTION AT THE STATE ROUTE 16
 KB0038'AND STATE ROUTE 130 ON THE EAST SIDE OF CHARLESTON,  GO NORTH  ON
 KB0038'STATE ROUTE 130 ABOUT 7.3  MI (11.9  KM ) TO THE CROSSROAD  1400 N
 KB0038'COUNTY ROAD, TURN RIGHT , GO EAST ON 1400 N COUNTY ROAD ABOUT 0.2
 KB0038'MI ( 0.3 KM ) CROSS OVER THE RAILROAD TRACK,  THE STATION IS ON THE
 KB0038'RIGHT.  IT IS  180.0  FT SOUTH  OF THE CENTER  OF THE 1400 N  COUNTY
 KB0038'ROAD,  49.0 FT EAST OF EAST  RAIL OF MAIN TRACK, 1.0 FT NORTHWEST OF
 KB0038'THE STEEL WITNESS POST, ABOUT 4.0 FT BELOW LEVEL  OF MAIN TRACK
 KB0038'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0038' 
 KB0038' 
 KB0038'
 KB0038
 KB0038                          STATION RECOVERY (2005)
 KB0038
 KB0038'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1500 ***********************************************************************
 KA1500  DESIGNATION -  D 178
 KA1500  PID         -  KA1500
 KA1500  STATE/COUNTY-  IL/EDGAR
 KA1500  USGS QUAD   -  PARIS SOUTH (1977)
 KA1500
 KA1500                         *CURRENT SURVEY CONTROL
 KA1500  ___________________________________________________________________
 KA1500* NAD 83(1986)-  39 36 29.     (N)    087 41 41.     (W)     SCALED    
 KA1500* NAVD 88     -       223.252  (meters)     732.45   (feet)  ADJUSTED  
 KA1500  ___________________________________________________________________
 KA1500  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1500  DYNAMIC HT  -         223.133 (meters)     732.06  (feet)  COMP
 KA1500  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 KA1500
 KA1500  VERT ORDER  -  FIRST     CLASS II
 KA1500
 KA1500.The horizontal coordinates were scaled from a topographic map and have
 KA1500.an estimated accuracy of +/- 6 seconds.
 KA1500
 KA1500.The orthometric height was determined by differential leveling
 KA1500.and adjusted by the National Geodetic Survey in June 1991..
 KA1500
 KA1500.The geoid height was determined by GEOID03.
 KA1500
 KA1500.The dynamic height is computed by dividing the NAVD 88
 KA1500.geopotential number by the normal gravity value computed on the
 KA1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1500.degrees latitude (g = 980.6199 gals.).
 KA1500
 KA1500.The modeled gravity was interpolated from observed gravity values.
 KA1500
 KA1500;                    North         East    Units  Estimated Accuracy
 KA1500;SPC IL E     -   326,680.      354,840.      MT  (+/- 180 meters Scaled)
 KA1500
 KA1500                          SUPERSEDED SURVEY CONTROL
 KA1500
 KA1500  NGVD 29 (??/??/92)  223.344  (m)          732.75   (f) ADJ UNCH    1 2
 KA1500
 KA1500.Superseded values are not recommended for survey control.
 KA1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1500.See file dsdata.txt to determine how the superseded data were derived.
 KA1500
 KA1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ403844(NAD 83)
 KA1500_MARKER: DB = BENCH MARK DISK
 KA1500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1500_SP_SET: BUILDING
 KA1500_STAMPING: D 178 1956
 KA1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1500
 KA1500  HISTORY     - Date     Condition        Report By
 KA1500  HISTORY     - 1956     MONUMENTED       CGS
 KA1500
 KA1500                          STATION DESCRIPTION
 KA1500
 KA1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1500'AT PARIS.
 KA1500'AT PARIS, ABOUT 0.2 MILE SOUTH ALONG SOUTH MAIN STREET (STATE
 KA1500'HIGHWAY 1) FROM THE SOUTHEAST CORNER OF COURT HOUSE SQUARE, SET
 KA1500'VERTICALLY IN THE EAST BRICK FACE OF PARIS HIGH SCHOOL BUILDING,
 KA1500'43 1/2 FEET WEST OF WEST CURB LINE OF SOUTH MAIN, 40 FEET NORTH OF
 KA1500'NORTH CURB LINE OF WEST CRAWFORD STREET, 1 FOOT NORTH OF SOUTHEAST
 KA1500'CORNER OF BUILDING AND 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0227 ***********************************************************************
 KB0227  DESIGNATION -  D 181
 KB0227  PID         -  KB0227
 KB0227  STATE/COUNTY-  IL/CUMBERLAND
 KB0227  USGS QUAD   -  TOLEDO (1984)
 KB0227
 KB0227                         *CURRENT SURVEY CONTROL
 KB0227  ___________________________________________________________________
 KB0227* NAD 83(1986)-  39 15 52.     (N)    088 14 18.     (W)     SCALED    
 KB0227* NAVD 88     -       176.386  (meters)     578.69   (feet)  ADJUSTED  
 KB0227  ___________________________________________________________________
 KB0227  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KB0227  DYNAMIC HT  -         176.283 (meters)     578.36  (feet)  COMP
 KB0227  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 KB0227
 KB0227  VERT ORDER  -  FIRST     CLASS II
 KB0227
 KB0227.The horizontal coordinates were scaled from a topographic map and have
 KB0227.an estimated accuracy of +/- 6 seconds.
 KB0227
 KB0227.The orthometric height was determined by differential leveling
 KB0227.and adjusted by the National Geodetic Survey in June 1991..
 KB0227
 KB0227.The geoid height was determined by GEOID03.
 KB0227
 KB0227.The dynamic height is computed by dividing the NAVD 88
 KB0227.geopotential number by the normal gravity value computed on the
 KB0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0227.degrees latitude (g = 980.6199 gals.).
 KB0227
 KB0227.The modeled gravity was interpolated from observed gravity values.
 KB0227
 KB0227;                    North         East    Units  Estimated Accuracy
 KB0227;SPC IL E     -   288,340.      308,200.      MT  (+/- 180 meters Scaled)
 KB0227
 KB0227                          SUPERSEDED SURVEY CONTROL
 KB0227
 KB0227  NGVD 29 (??/??/92)  176.447  (m)          578.89   (f) ADJ UNCH    1 2
 KB0227
 KB0227.Superseded values are not recommended for survey control.
 KB0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0227.See file dsdata.txt to determine how the superseded data were derived.
 KB0227
 KB0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ931468(NAD 83)
 KB0227_MARKER: DB = BENCH MARK DISK
 KB0227_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KB0227_SP_SET: 11 FEET
 KB0227_STAMPING: D 181 1956
 KB0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0227+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 KB0227
 KB0227  HISTORY     - Date     Condition        Report By
 KB0227  HISTORY     - 1956     MONUMENTED       CGS
 KB0227  HISTORY     - 1973     GOOD             NGS
 KB0227  HISTORY     - 1982     GOOD             USGS
 KB0227  HISTORY     - 20050217 GOOD             ILDT
 KB0227
 KB0227                          STATION DESCRIPTION
 KB0227
 KB0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0227'0.6 MI S FROM TOLEDO.
 KB0227'ABOUT 0.6 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0227'THE STATION AT TOLEDO, ABOUT 2 1/2 TELEPHONE POLES SOUTH OF A
 KB0227'ROAD CROSSING, ABOUT 0.3 MILE SOUTH OF MILE POST P 137, NEAR
 KB0227'THE NORTHEAST CORNER OF A CEMETERY, 39 FEET WEST-SOUTHWEST OF
 KB0227'NEAR RAIL OF TRACK, 47 1/2 FEET EAST OF THE GRAVESTONE OF
 KB0227'EUGENE AND OLLIE CLARK (MEASURED FROM SOUTHEAST CORNER OF STONE),
 KB0227'21 FEET NORTH-NORTHWEST OF AN 8-INCH WILD CHERRY TREE, 1 FOOT
 KB0227'EAST-NORTHEAST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 KB0227'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND
 KB0227'IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH
 KB0227'AND PROTECTED BY A 4-INCH TILE WHICH PROJECTS 5 INCHES.  THE
 KB0227'ROD IS DRIVEN TO REFUSAL AT A DEPTH OF 11 FEET 8 INCHES IN
 KB0227'GROUND.
 KB0227
 KB0227                          STATION RECOVERY (1973)
 KB0227
 KB0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0227'RECOVERED IN GOOD CONDITION.
 KB0227
 KB0227                          STATION RECOVERY (1982)
 KB0227
 KB0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0227'ADD: 14.53 M. EAST OF THE HEADSTONE CLARK, EUGENE AND OLLIE. 23.25 M.
 KB0227'NORTH OF THE HEADSTONE BURKHEAD, CLYDE AND PHYLLIS.
 KB0227
 KB0227                          STATION RECOVERY (2005)
 KB0227
 KB0227'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1326 ***********************************************************************
 KA1326  DESIGNATION -  D 182
 KA1326  PID         -  KA1326
 KA1326  STATE/COUNTY-  IL/CRAWFORD
 KA1326  USGS QUAD   -  MEROM (1986)
 KA1326
 KA1326                         *CURRENT SURVEY CONTROL
 KA1326  ___________________________________________________________________
 KA1326* NAD 83(1986)-  39 00 55.     (N)    087 36 38.     (W)     SCALED    
 KA1326* NAVD 88     -       134.927  (meters)     442.67   (feet)  ADJUSTED  
 KA1326  ___________________________________________________________________
 KA1326  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KA1326  DYNAMIC HT  -         134.847 (meters)     442.41  (feet)  COMP
 KA1326  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 KA1326
 KA1326  VERT ORDER  -  FIRST     CLASS II
 KA1326
 KA1326.The horizontal coordinates were scaled from a topographic map and have
 KA1326.an estimated accuracy of +/- 6 seconds.
 KA1326
 KA1326.The orthometric height was determined by differential leveling
 KA1326.and adjusted by the National Geodetic Survey in June 1991..
 KA1326
 KA1326.The geoid height was determined by GEOID03.
 KA1326
 KA1326.The dynamic height is computed by dividing the NAVD 88
 KA1326.geopotential number by the normal gravity value computed on the
 KA1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1326.degrees latitude (g = 980.6199 gals.).
 KA1326
 KA1326.The modeled gravity was interpolated from observed gravity values.
 KA1326
 KA1326;                    North         East    Units  Estimated Accuracy
 KA1326;SPC IL E     -   260,920.      362,600.      MT  (+/- 180 meters Scaled)
 KA1326
 KA1326                          SUPERSEDED SURVEY CONTROL
 KA1326
 KA1326  NGVD 29 (??/??/92)  135.060  (m)          443.11   (f) ADJ UNCH    1 2
 KA1326
 KA1326.Superseded values are not recommended for survey control.
 KA1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1326.See file dsdata.txt to determine how the superseded data were derived.
 KA1326
 KA1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ471186(NAD 83)
 KA1326_MARKER: DB = BENCH MARK DISK
 KA1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1326_SP_SET: HANGARS
 KA1326_STAMPING: D 182 1956
 KA1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1326
 KA1326  HISTORY     - Date     Condition        Report By
 KA1326  HISTORY     - 1956     MONUMENTED       CGS
 KA1326
 KA1326                          STATION DESCRIPTION
 KA1326
 KA1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1326'0.8 MI N FROM PALESTINE.
 KA1326'0.8 MILE NORTH ALONG LINCOLN MEMORIAL HIGHWAY FROM THE ILLINOIS
 KA1326'CENTRAL RAILROAD FREIGHT STATION AT PALESTINE, AT (PALESTINE
 KA1326'AIRPORT,) OHIO OIL CO. AIRPORT, IN THE TOP OF CONCRETE RAMP OF
 KA1326'THE NORTHEAST ONE OF TWO HANGARS, 254 FEET EAST OF SOUTHEAST
 KA1326'CORNER OF SMALL OFFICE BUILDING, 9 1/2 FEET SOUTHEAST OF A WELL
 KA1326'WITH PUMP, 9 1/2 FEET EAST OF A GASOLINE PUMP, 1 1/2 FEET
 KA1326'SOUTHEAST OF SOUTHWEST CORNER OF HANGAR AND ABOUT LEVEL WITH
 KA1326'GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1286 ***********************************************************************
 KA1286  DESIGNATION -  D 183
 KA1286  PID         -  KA1286
 KA1286  STATE/COUNTY-  IL/CLARK
 KA1286  USGS QUAD   -  HUTTON (1983)
 KA1286
 KA1286                         *CURRENT SURVEY CONTROL
 KA1286  ___________________________________________________________________
 KA1286* NAD 83(1986)-  39 16 55.     (N)    087 36 42.     (W)     SCALED    
 KA1286* NAVD 88     -       140.714  (meters)     461.66   (feet)  ADJUSTED  
 KA1286  ___________________________________________________________________
 KA1286  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KA1286  DYNAMIC HT  -         140.632 (meters)     461.39  (feet)  COMP
 KA1286  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 KA1286
 KA1286  VERT ORDER  -  FIRST     CLASS II
 KA1286
 KA1286.The horizontal coordinates were scaled from a topographic map and have
 KA1286.an estimated accuracy of +/- 6 seconds.
 KA1286
 KA1286.The orthometric height was determined by differential leveling
 KA1286.and adjusted by the National Geodetic Survey in June 1991..
 KA1286
 KA1286.The geoid height was determined by GEOID03.
 KA1286
 KA1286.The dynamic height is computed by dividing the NAVD 88
 KA1286.geopotential number by the normal gravity value computed on the
 KA1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1286.degrees latitude (g = 980.6199 gals.).
 KA1286
 KA1286.The modeled gravity was interpolated from observed gravity values.
 KA1286
 KA1286;                    North         East    Units  Estimated Accuracy
 KA1286;SPC IL E     -   290,530.      362,270.      MT  (+/- 180 meters Scaled)
 KA1286
 KA1286                          SUPERSEDED SURVEY CONTROL
 KA1286
 KA1286  NGVD 29 (??/??/92)  140.827  (m)          462.03   (f) ADJ UNCH    1 2
 KA1286
 KA1286.Superseded values are not recommended for survey control.
 KA1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1286.See file dsdata.txt to determine how the superseded data were derived.
 KA1286
 KA1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ472482(NAD 83)
 KA1286_MARKER: DB = BENCH MARK DISK
 KA1286_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1286_SP_SET: 60 FEET
 KA1286_STAMPING: D 183 1956
 KA1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1286+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 KA1286
 KA1286  HISTORY     - Date     Condition        Report By
 KA1286  HISTORY     - 1956     MONUMENTED       CGS
 KA1286  HISTORY     - 19950803 MARK NOT FOUND   USPSQD
 KA1286  HISTORY     - 20050210 GOOD             ILDT
 KA1286
 KA1286                          STATION DESCRIPTION
 KA1286
 KA1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1286'AT DARWIN.
 KA1286'AT DARWIN, IN THE NORTHWEST CORNER OF DARWIN CEMETERY, ABOUT 0.15
 KA1286'MILE SOUTH ALONG A ROAD FROM THE INTERSECTION OF ROAD LEADING
 KA1286'TO FERRY ON WABASH RIVER AT DARWIN, 22 FEET EAST OF CENTER LINE OF
 KA1286'ROAD, 74 FEET WEST OF NORTHWEST CORNER OF GRAVE STONE OF MINNIE I
 KA1286'AND FREDERICK F. BAKER, 27 1/2 FEET NORTH OF NORTHWEST CORNER OF
 KA1286'GRAVESTONE OF GOLDIE M. THARP, 12 FEET SOUTH OF CENTER LINE OF A
 KA1286'DRIVE EAST TO CEMETERY CARETAKERS RESIDENCE, ABOUT LEVEL WITH ROAD
 KA1286'AND IS A DISK ON COPPER COATED STEEL ROD ABOUT 1 1/2-INCHES UNDER
 KA1286'GROUND AND PROTECTED BY A 4-INCH TILE WHICH IS ABOUT FLUSH WITH
 KA1286'GROUND.  THE ROD IS DRIVEN TO A DEPTH OF 60-FEET IN GROUND.
 KA1286
 KA1286                          STATION RECOVERY (1995)
 KA1286
 KA1286'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1286'MARK NOT FOUND.
 KA1286
 KA1286                          STATION RECOVERY (2005)
 KA1286
 KA1286'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1470 ***********************************************************************
 KA1470  DESIGNATION -  D 184
 KA1470  PID         -  KA1470
 KA1470  STATE/COUNTY-  IL/EDGAR
 KA1470  USGS QUAD   -  BROCTON (1982)
 KA1470
 KA1470                         *CURRENT SURVEY CONTROL
 KA1470  ___________________________________________________________________
 KA1470* NAD 83(1986)-  39 42 03.     (N)    087 57 06.     (W)     SCALED    
 KA1470* NAVD 88     -       199.643  (meters)     655.00   (feet)  ADJUSTED  
 KA1470  ___________________________________________________________________
 KA1470  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KA1470  DYNAMIC HT  -         199.535 (meters)     654.64  (feet)  COMP
 KA1470  MODELED GRAV-     980,082.1   (mgal)                       NAVD 88
 KA1470
 KA1470  VERT ORDER  -  FIRST     CLASS II
 KA1470
 KA1470.The horizontal coordinates were scaled from a topographic map and have
 KA1470.an estimated accuracy of +/- 6 seconds.
 KA1470
 KA1470.The orthometric height was determined by differential leveling
 KA1470.and adjusted by the National Geodetic Survey in June 1991..
 KA1470
 KA1470.The geoid height was determined by GEOID03.
 KA1470
 KA1470.The dynamic height is computed by dividing the NAVD 88
 KA1470.geopotential number by the normal gravity value computed on the
 KA1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1470.degrees latitude (g = 980.6199 gals.).
 KA1470
 KA1470.The modeled gravity was interpolated from observed gravity values.
 KA1470
 KA1470;                    North         East    Units  Estimated Accuracy
 KA1470;SPC IL E     -   336,850.      332,730.      MT  (+/- 180 meters Scaled)
 KA1470
 KA1470                          SUPERSEDED SURVEY CONTROL
 KA1470
 KA1470  NGVD 29 (??/??/92)  199.720  (m)          655.25   (f) ADJ UNCH    1 2
 KA1470
 KA1470.Superseded values are not recommended for survey control.
 KA1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1470.See file dsdata.txt to determine how the superseded data were derived.
 KA1470
 KA1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ184949(NAD 83)
 KA1470_MARKER: DB = BENCH MARK DISK
 KA1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1470_STAMPING: D 184 1956
 KA1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1470+STABILITY: SURFACE MOTION
 KA1470
 KA1470  HISTORY     - Date     Condition        Report By
 KA1470  HISTORY     - 1956     MONUMENTED       CGS
 KA1470
 KA1470                          STATION DESCRIPTION
 KA1470
 KA1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1470'1.4 MI SW FROM BROCTON.
 KA1470'ABOUT 1.45 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1470'LOUIS RAILROAD FROM THE STATION AT BROCTON, IN SECTION 34, T. 15
 KA1470'N., R. 14 W., AT A NORTH-SOUTH ROAD CROSSING, ABOUT 0.95 MILE
 KA1470'SOUTHWEST OF CROSSING OF STATE HIGHWAY 49, 19 1/2 FEET SOUTHEAST
 KA1470'OF SOUTHEAST RAIL OF MAIN TRACK, 83 FEET SOUTHWEST OF CENTER OF
 KA1470'CROSSING OF MAIN TRACK AND ROAD, 49 1/2 FEET WEST OF CENTER LINE
 KA1470'OF ROAD, 11 FEET NORTHEAST OF TELEPHONE POLE NO. 298/30 AND ABOUT
 KA1470'IN LINE WITH ROW OF POLES, 2 FEET SOUTHWEST OF A WHITE WOODEN
 KA1470'WITNESS POST, ABOUT 7 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 KA1470'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0363 ***********************************************************************
 LC0363  DESIGNATION -  D 185
 LC0363  PID         -  LC0363
 LC0363  STATE/COUNTY-  IL/CHAMPAIGN
 LC0363  USGS QUAD   -  URBANA (1975)
 LC0363
 LC0363                         *CURRENT SURVEY CONTROL
 LC0363  ___________________________________________________________________
 LC0363* NAD 83(1986)-  40 04 07.     (N)    088 14 58.     (W)     SCALED    
 LC0363* NAVD 88     -       225.395  (meters)     739.48   (feet)  ADJUSTED  
 LC0363  ___________________________________________________________________
 LC0363  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0363  DYNAMIC HT  -         225.281 (meters)     739.11  (feet)  COMP
 LC0363  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LC0363
 LC0363  VERT ORDER  -  SECOND    CLASS 0
 LC0363
 LC0363.The horizontal coordinates were scaled from a topographic map and have
 LC0363.an estimated accuracy of +/- 6 seconds.
 LC0363
 LC0363.The orthometric height was determined by differential leveling
 LC0363.and adjusted by the National Geodetic Survey in June 1991..
 LC0363
 LC0363.The geoid height was determined by GEOID03.
 LC0363
 LC0363.The dynamic height is computed by dividing the NAVD 88
 LC0363.geopotential number by the normal gravity value computed on the
 LC0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0363.degrees latitude (g = 980.6199 gals.).
 LC0363
 LC0363.The modeled gravity was interpolated from observed gravity values.
 LC0363
 LC0363;                    North         East    Units  Estimated Accuracy
 LC0363;SPC IL E     -   377,620.      307,160.      MT  (+/- 180 meters Scaled)
 LC0363
 LC0363                          SUPERSEDED SURVEY CONTROL
 LC0363
 LC0363  NGVD 29 (??/??/92)  225.434  (m)          739.61   (f) ADJ UNCH    2 0
 LC0363
 LC0363.Superseded values are not recommended for survey control.
 LC0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0363.See file dsdata.txt to determine how the superseded data were derived.
 LC0363
 LC0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK934361(NAD 83)
 LC0363_MARKER: DB = BENCH MARK DISK
 LC0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0363_SP_SET: CONCRETE SLAB
 LC0363_STAMPING: D 185 1958
 LC0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0363+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 LC0363
 LC0363  HISTORY     - Date     Condition        Report By
 LC0363  HISTORY     - 1958     MONUMENTED       CGS
 LC0363  HISTORY     - 1973     GOOD             NGS
 LC0363  HISTORY     - 1980     GOOD             ILDT
 LC0363  HISTORY     - 19981125 GOOD             BCA
 LC0363  HISTORY     - 20051130 GOOD             ILDT
 LC0363
 LC0363                          STATION DESCRIPTION
 LC0363
 LC0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LC0363'1 MI N FROM SAVOY.
 LC0363'LOCATED 1 MILE NORTH OF SAVOY ALONG U.S. HIGHWAY 45 AT THE
 LC0363'AMERICAN TELEPHONE AND TELEGRAPH REPEATER STATION.  AT THE NORTHEAST
 LC0363'CORNER OF THE BUILDING IN A CONCRETE SLAB 1/2 FOOT ABOVE GROUND.
 LC0363'STAMPED D 185 1958 AND CEMENTED IN A DRILL HOLE FLUSH WITH THE
 LC0363'CONCRETE SLAB.
 LC0363
 LC0363                          STATION RECOVERY (1973)
 LC0363
 LC0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0363'RECOVERED IN GOOD CONDITION.
 LC0363
 LC0363                          STATION RECOVERY (1980)
 LC0363
 LC0363'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 LC0363'RECOVERED IN GOOD CONDITION.
 LC0363
 LC0363                          STATION RECOVERY (1998)
 LC0363
 LC0363'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LC0363'STATION IS 2 FT WEST OF THE WEST EDGE OF A CONCRETE WALK, 3 FT NORTH
 LC0363'OF THE NORTH EDGE OF CONCRETE STEPS INTO THE BUILDING, 2.5 FT EAST OF
 LC0363'A MANHOLE
 LC0363
 LC0363                          STATION RECOVERY (2005)
 LC0363
 LC0363'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0283 ***********************************************************************
 MG0283  DESIGNATION -  D 190 RESET
 MG0283  PID         -  MG0283
 MG0283  STATE/COUNTY-  IL/HENRY
 MG0283  USGS QUAD   -  GENESEO (1991)
 MG0283
 MG0283                         *CURRENT SURVEY CONTROL
 MG0283  ___________________________________________________________________
 MG0283* NAD 83(1986)-  41 24 57.     (N)    090 09 39.     (W)     SCALED    
 MG0283* NAVD 88     -       199.38   (meters)     654.1    (feet)  RESET     
 MG0283  ___________________________________________________________________
 MG0283  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0283
 MG0283  VERT ORDER  -  THIRD
 MG0283
 MG0283.The horizontal coordinates were scaled from a topographic map and have
 MG0283.an estimated accuracy of +/- 6 seconds.
 MG0283
 MG0283.The orthometric height was computed from unverified reset data.
 MG0283.No vertical observational check was made to the station.
 MG0283
 MG0283.The geoid height was determined by GEOID03.
 MG0283
 MG0283;                    North         East    Units  Estimated Accuracy
 MG0283;SPC IL W     -   527,200.      700,490.      MT  (+/- 180 meters Scaled)
 MG0283
 MG0283                          SUPERSEDED SURVEY CONTROL
 MG0283
 MG0283  NGVD 29 (03/28/06)  199.46   (m)          654.4    (f) RESET       3  
 MG0283
 MG0283.Superseded values are not recommended for survey control.
 MG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0283.See file dsdata.txt to determine how the superseded data were derived.
 MG0283
 MG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF372888(NAD 83)
 MG0283_MARKER: DB = BENCH MARK DISK
 MG0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0283_SP_SET: CULVERT
 MG0283_STAMPING: D 190 RESET 1974
 MG0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0283+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 MG0283
 MG0283  HISTORY     - Date     Condition        Report By
 MG0283  HISTORY     - 1974     MONUMENTED       ILDT
 MG0283  HISTORY     - 19960722 GOOD             USPSQD
 MG0283  HISTORY     - 20011006 GOOD             USPSQD
 MG0283  HISTORY     - 20040609 GOOD             USPSQD
 MG0283
 MG0283                          STATION DESCRIPTION
 MG0283
 MG0283'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1974
 MG0283'1.7 MI S FROM GENESEO.
 MG0283'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 82 FROM ITS JUNCTION WITH
 MG0283'U.S. HIGHWAY 6 IN THE SOUTHERN PART OF GENESEO, ABOUT 0.3 MILES
 MG0283'NORTH OF A FARMHOUSE EAST OF THE HIGHWAY, SET IN THE TOP OF THE
 MG0283'NORTHWEST END OF CURB ON DOUBLE 8 FT X 9 FT BOX CULVERT, 47 FEET
 MG0283'WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL
 MG0283'OF THE HIGHWAY.
 MG0283
 MG0283                          STATION RECOVERY (1996)
 MG0283
 MG0283'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0283'RECOVERED IN GOOD CONDITION.
 MG0283
 MG0283                          STATION RECOVERY (2001)
 MG0283
 MG0283'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0283'RECOVERED AS DESCRIBED
 MG0283
 MG0283                          STATION RECOVERY (2004)
 MG0283
 MG0283'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1086 ***********************************************************************
 MF1086  DESIGNATION -  D 192
 MF1086  PID         -  MF1086
 MF1086  STATE/COUNTY-  IL/BUREAU
 MF1086  USGS QUAD   -  WYANET (1983)
 MF1086
 MF1086                         *CURRENT SURVEY CONTROL
 MF1086  ___________________________________________________________________
 MF1086* NAD 83(1986)-  41 21 55.     (N)    089 35 14.     (W)     SCALED    
 MF1086* NAVD 88     -       201.642  (meters)     661.55   (feet)  ADJUSTED  
 MF1086  ___________________________________________________________________
 MF1086  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF1086  DYNAMIC HT  -         201.560 (meters)     661.28  (feet)  COMP
 MF1086  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 MF1086
 MF1086  VERT ORDER  -  SECOND    CLASS 0
 MF1086
 MF1086.The horizontal coordinates were scaled from a topographic map and have
 MF1086.an estimated accuracy of +/- 6 seconds.
 MF1086
 MF1086.The orthometric height was determined by differential leveling
 MF1086.and adjusted by the National Geodetic Survey in June 1991..
 MF1086
 MF1086.The geoid height was determined by GEOID03.
 MF1086
 MF1086.The dynamic height is computed by dividing the NAVD 88
 MF1086.geopotential number by the normal gravity value computed on the
 MF1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1086.degrees latitude (g = 980.6199 gals.).
 MF1086
 MF1086.The modeled gravity was interpolated from observed gravity values.
 MF1086
 MF1086;                    North         East    Units  Estimated Accuracy
 MF1086;SPC IL W     -   521,750.      748,480.      MT  (+/- 180 meters Scaled)
 MF1086
 MF1086                          SUPERSEDED SURVEY CONTROL
 MF1086
 MF1086  NGVD 29 (??/??/92)  201.722  (m)          661.82   (f) ADJ UNCH    2 0
 MF1086
 MF1086.Superseded values are not recommended for survey control.
 MF1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1086.See file dsdata.txt to determine how the superseded data were derived.
 MF1086
 MF1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL836825(NAD 83)
 MF1086_MARKER: DB = BENCH MARK DISK
 MF1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1086_SP_SET: CONCRETE MANHOLE
 MF1086_STAMPING: D 192 1959
 MF1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1086
 MF1086  HISTORY     - Date     Condition        Report By
 MF1086  HISTORY     - 1959     MONUMENTED       CGS
 MF1086  HISTORY     - 19951202 GOOD             USPSQD
 MF1086  HISTORY     - 20010516 MARK NOT FOUND   USPSQD
 MF1086
 MF1086                          STATION DESCRIPTION
 MF1086
 MF1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1086'0.2 MI W FROM WYANET.
 MF1086'ABOUT 0.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1086'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, AT THE
 MF1086'INTERSECTION OF NORTH WEST STREET AND WEST MAIN STREET, SET
 MF1086'IN THE TOP OF THE SOUTHEAST CORNER OF A 5-FOOT BY 5-FOOT SQUARE
 MF1086'CONCRETE MANHOLE, 25 FEET NORTH OF THE CENTER LINE OF WEST
 MF1086'MAIN STREET, 50 FEET WEST OF THE CENTER LINE OF NORTH WEST
 MF1086'STREET, 12.5 FEET WEST OF TELEPHONE POLE 4960, ABOUT 1 FOOT
 MF1086'ABOVE THE LEVEL OF WEST MAIN STREET.  NOTE-- THIS BENCH MARK IS
 MF1086'1.8 MILES SOUTH OF TRIANGULATION STATION WEST.
 MF1086
 MF1086                          STATION RECOVERY (1995)
 MF1086
 MF1086'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1086'RECOVERED IN GOOD CONDITION.
 MF1086
 MF1086                          STATION RECOVERY (2001)
 MF1086
 MF1086'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1086'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0826 ***********************************************************************
 MF0826  DESIGNATION -  D 193
 MF0826  PID         -  MF0826
 MF0826  STATE/COUNTY-  IL/BUREAU
 MF0826  USGS QUAD   -  SPRING VALLEY (1979)
 MF0826
 MF0826                         *CURRENT SURVEY CONTROL
 MF0826  ___________________________________________________________________
 MF0826* NAD 83(1986)-  41 19 07.     (N)    089 11 58.     (W)     SCALED    
 MF0826* NAVD 88     -       142.428  (meters)     467.28   (feet)  ADJUSTED  
 MF0826  ___________________________________________________________________
 MF0826  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0826  DYNAMIC HT  -         142.371 (meters)     467.10  (feet)  COMP
 MF0826  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 MF0826
 MF0826  VERT ORDER  -  FIRST     CLASS II
 MF0826
 MF0826.The horizontal coordinates were scaled from a topographic map and have
 MF0826.an estimated accuracy of +/- 6 seconds.
 MF0826
 MF0826.The orthometric height was determined by differential leveling
 MF0826.and adjusted by the National Geodetic Survey in June 1991..
 MF0826
 MF0826.The geoid height was determined by GEOID03.
 MF0826
 MF0826.The dynamic height is computed by dividing the NAVD 88
 MF0826.geopotential number by the normal gravity value computed on the
 MF0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0826.degrees latitude (g = 980.6199 gals.).
 MF0826
 MF0826.The modeled gravity was interpolated from observed gravity values.
 MF0826
 MF0826;                    North         East    Units  Estimated Accuracy
 MF0826;SPC IL W     -   516,860.      780,980.      MT  (+/- 180 meters Scaled)
 MF0826
 MF0826                          SUPERSEDED SURVEY CONTROL
 MF0826
 MF0826  NGVD 29 (??/??/92)  142.509  (m)          467.55   (f) ADJ UNCH    1 2
 MF0826
 MF0826.Superseded values are not recommended for survey control.
 MF0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0826.See file dsdata.txt to determine how the superseded data were derived.
 MF0826
 MF0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL159764(NAD 83)
 MF0826_MARKER: DB = BENCH MARK DISK
 MF0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0826_SP_SET: OVERPASS
 MF0826_STAMPING: D 193 1959
 MF0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0826+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 MF0826
 MF0826  HISTORY     - Date     Condition        Report By
 MF0826  HISTORY     - 1959     MONUMENTED       CGS
 MF0826  HISTORY     - 1960     GOOD             NGS
 MF0826  HISTORY     - 1981     GOOD             AEROS
 MF0826  HISTORY     - 19960406 GOOD             USPSQD
 MF0826  HISTORY     - 20010606 GOOD             USPSQD
 MF0826  HISTORY     - 20050705 GOOD             USPSQD
 MF0826
 MF0826                          STATION DESCRIPTION
 MF0826
 MF0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0826'AT SPRING VALLEY.
 MF0826'AT SPRING VALLEY, IN S-3, R-1W, T-33N, ALONG THE CHICAGO, ROCK
 MF0826'ISLAND AND PACIFIC RAILROAD, ABOUT 50 YARDS WEST OF THE STATION,
 MF0826'SET VERTICALLY IN THE SOUTH FACE OF THE WEST END OF THE FIRST PIER
 MF0826'NORTH OF THE TRACK AND UNDER THE STATE HIGHWAY 89 OVERPASS OVER
 MF0826'THE TRACK, 9 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 3 1/2
 MF0826'FEET EAST OF THE WEST END OF THE PIER, 2 1/2 FEET ABOVE THE LEVEL
 MF0826'OF GROUND, AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
 MF0826
 MF0826                          STATION RECOVERY (1981)
 MF0826
 MF0826'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 MF0826'RECOVERED IN GOOD CONDITION.
 MF0826
 MF0826                          STATION RECOVERY (1996)
 MF0826
 MF0826'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0826'RECOVERED IN GOOD CONDITION.
 MF0826
 MF0826                          STATION RECOVERY (2001)
 MF0826
 MF0826'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0826'RECOVERED IN GOOD CONDITION.
 MF0826
 MF0826                          STATION RECOVERY (2005)
 MF0826
 MF0826'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0148 ***********************************************************************
 MG0148  DESIGNATION -  D 194
 MG0148  PID         -  MG0148
 MG0148  STATE/COUNTY-  IL/HENRY
 MG0148  USGS QUAD   -  GREEN ROCK (1992)
 MG0148
 MG0148                         *CURRENT SURVEY CONTROL
 MG0148  ___________________________________________________________________
 MG0148* NAD 83(1986)-  41 23 41.     (N)    090 20 18.     (W)     SCALED    
 MG0148* NAVD 88     -       217.196  (meters)     712.58   (feet)  ADJUSTED  
 MG0148  ___________________________________________________________________
 MG0148  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0148  DYNAMIC HT  -         217.111 (meters)     712.30  (feet)  COMP
 MG0148  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 MG0148
 MG0148  VERT ORDER  -  SECOND    CLASS 0
 MG0148
 MG0148.The horizontal coordinates were scaled from a topographic map and have
 MG0148.an estimated accuracy of +/- 6 seconds.
 MG0148
 MG0148.The orthometric height was determined by differential leveling
 MG0148.and adjusted by the National Geodetic Survey in June 1991..
 MG0148
 MG0148.The geoid height was determined by GEOID03.
 MG0148
 MG0148.The dynamic height is computed by dividing the NAVD 88
 MG0148.geopotential number by the normal gravity value computed on the
 MG0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0148.degrees latitude (g = 980.6199 gals.).
 MG0148
 MG0148.The modeled gravity was interpolated from observed gravity values.
 MG0148
 MG0148;                    North         East    Units  Estimated Accuracy
 MG0148;SPC IL W     -   524,870.      685,640.      MT  (+/- 180 meters Scaled)
 MG0148
 MG0148                          SUPERSEDED SURVEY CONTROL
 MG0148
 MG0148  NGVD 29 (??/??/92)  217.273  (m)          712.84   (f) ADJ UNCH    2 0
 MG0148
 MG0148.Superseded values are not recommended for survey control.
 MG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0148.See file dsdata.txt to determine how the superseded data were derived.
 MG0148
 MG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF225859(NAD 83)
 MG0148_MARKER: DB = BENCH MARK DISK
 MG0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0148_SP_SET: CULVERT
 MG0148_STAMPING: D 194 1959
 MG0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0148
 MG0148  HISTORY     - Date     Condition        Report By
 MG0148  HISTORY     - 1959     MONUMENTED       CGS
 MG0148  HISTORY     - 19960715 GOOD             USPSQD
 MG0148  HISTORY     - 20011015 GOOD             USPSQD
 MG0148  HISTORY     - 20040623 GOOD             USPSQD
 MG0148
 MG0148                          STATION DESCRIPTION
 MG0148
 MG0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0148'3.2 MI SE FROM WARNER.
 MG0148'ABOUT 0.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0148'RAILROAD FROM THE STATION SIGN AT WARNER, THENCE 1.9 MILES EAST
 MG0148'ALONG AN OILED ROAD, THENCE 1.2 MILES SOUTH ALONG AN OILED ROAD,
 MG0148'ABOUT 0.05 MILES NORTH OF A DRIVEWAY WEST TO A FARM HOUSE, SET IN
 MG0148'THE TOP AND AT THE NORTHWEST CORNER OF A 4-FOOT BY 6-FOOT CATCH
 MG0148'BASIN WHICH IS LOCATED AT THE EAST END OF A CONCRETE CULVERT,
 MG0148'12 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 2.5 FEET BELOW
 MG0148'THE LEVEL OF THE ROAD.
 MG0148
 MG0148                          STATION RECOVERY (1996)
 MG0148
 MG0148'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0148'RECOVERED IN GOOD CONDITION.
 MG0148
 MG0148                          STATION RECOVERY (2001)
 MG0148
 MG0148'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0148'RECOVERED IN GOOD CONDITION.
 MG0148
 MG0148                          STATION RECOVERY (2004)
 MG0148
 MG0148'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0215 ***********************************************************************
 MG0215  DESIGNATION -  D 195
 MG0215  PID         -  MG0215
 MG0215  STATE/COUNTY-  IL/HENRY
 MG0215  USGS QUAD   -  WOODHULL (1992)
 MG0215
 MG0215                         *CURRENT SURVEY CONTROL
 MG0215  ___________________________________________________________________
 MG0215* NAD 83(1986)-  41 10 06.     (N)    090 20 31.     (W)     SCALED    
 MG0215* NAVD 88     -       239.078  (meters)     784.38   (feet)  ADJUSTED  
 MG0215  ___________________________________________________________________
 MG0215  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0215  DYNAMIC HT  -         238.977 (meters)     784.04  (feet)  COMP
 MG0215  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 MG0215
 MG0215  VERT ORDER  -  SECOND    CLASS 0
 MG0215
 MG0215.The horizontal coordinates were scaled from a topographic map and have
 MG0215.an estimated accuracy of +/- 6 seconds.
 MG0215
 MG0215.The orthometric height was determined by differential leveling
 MG0215.and adjusted by the National Geodetic Survey in June 1991..
 MG0215
 MG0215.The geoid height was determined by GEOID03.
 MG0215
 MG0215.The dynamic height is computed by dividing the NAVD 88
 MG0215.geopotential number by the normal gravity value computed on the
 MG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0215.degrees latitude (g = 980.6199 gals.).
 MG0215
 MG0215.The modeled gravity was interpolated from observed gravity values.
 MG0215
 MG0215;                    North         East    Units  Estimated Accuracy
 MG0215;SPC IL W     -   499,730.      685,290.      MT  (+/- 180 meters Scaled)
 MG0215
 MG0215                          SUPERSEDED SURVEY CONTROL
 MG0215
 MG0215  NGVD 29 (??/??/92)  239.135  (m)          784.56   (f) ADJ UNCH    2 0
 MG0215
 MG0215.Superseded values are not recommended for survey control.
 MG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0215.See file dsdata.txt to determine how the superseded data were derived.
 MG0215
 MG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF229608(NAD 83)
 MG0215_MARKER: DB = BENCH MARK DISK
 MG0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0215_SP_SET: CATCH BASIN
 MG0215_STAMPING: D 195 1959
 MG0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0215+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 MG0215
 MG0215  HISTORY     - Date     Condition        Report By
 MG0215  HISTORY     - 1959     MONUMENTED       CGS
 MG0215  HISTORY     - 19960710 GOOD             USPSQD
 MG0215  HISTORY     - 20011031 GOOD             USPSQD
 MG0215  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MG0215
 MG0215                          STATION DESCRIPTION
 MG0215
 MG0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0215'2.2 MI SW FROM WOODHULL.
 MG0215'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0215'TANK AT WOODHULL, THENCE 0.8 MILES SOUTH ALONG AN OILED ROAD,
 MG0215'SET IN THE TOP OF THE NORTH SIDE OF A 3-FOOT BY 3-FOOT CONCRETE
 MG0215'CATCH BASIN, 1 FOOT EAST OF THE NORTHWEST CORNER OF THE CATCH
 MG0215'BASIN, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.4 FEET
 MG0215'NORTHWEST OF THE WEST END OF A PIPE CULVERT, 7 FEET EAST OF A
 MG0215'FENCE LINE, ABOUT 2.5 FEET BELOW THE LEVEL OF THE ROAD.
 MG0215
 MG0215                          STATION RECOVERY (1996)
 MG0215
 MG0215'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0215'RECOVERED IN GOOD CONDITION.
 MG0215
 MG0215                          STATION RECOVERY (2001)
 MG0215
 MG0215'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0215'RECOVERED IN GOOD CONDITION.
 MG0215
 MG0215                          STATION RECOVERY (2004)
 MG0215
 MG0215'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0091 ***********************************************************************
 LD0091  DESIGNATION -  D 196
 LD0091  PID         -  LD0091
 LD0091  STATE/COUNTY-  IL/KNOX
 LD0091  USGS QUAD   -  GALESBURG EAST (1982)
 LD0091
 LD0091                         *CURRENT SURVEY CONTROL
 LD0091  ___________________________________________________________________
 LD0091* NAD 83(1986)-  40 56 28.     (N)    090 20 18.     (W)     SCALED    
 LD0091* NAVD 88     -       237.819  (meters)     780.24   (feet)  ADJUSTED  
 LD0091  ___________________________________________________________________
 LD0091  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0091  DYNAMIC HT  -         237.713 (meters)     779.90  (feet)  COMP
 LD0091  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LD0091
 LD0091  VERT ORDER  -  SECOND    CLASS 0
 LD0091
 LD0091.The horizontal coordinates were scaled from a topographic map and have
 LD0091.an estimated accuracy of +/- 6 seconds.
 LD0091
 LD0091.The orthometric height was determined by differential leveling
 LD0091.and adjusted by the National Geodetic Survey in June 1991..
 LD0091
 LD0091.The geoid height was determined by GEOID03.
 LD0091
 LD0091.The dynamic height is computed by dividing the NAVD 88
 LD0091.geopotential number by the normal gravity value computed on the
 LD0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0091.degrees latitude (g = 980.6199 gals.).
 LD0091
 LD0091.The modeled gravity was interpolated from observed gravity values.
 LD0091
 LD0091;                    North         East    Units  Estimated Accuracy
 LD0091;SPC IL W     -   474,500.      685,550.      MT  (+/- 180 meters Scaled)
 LD0091
 LD0091                          SUPERSEDED SURVEY CONTROL
 LD0091
 LD0091  NGVD 29 (??/??/92)  237.873  (m)          780.42   (f) ADJ UNCH    2 0
 LD0091
 LD0091.Superseded values are not recommended for survey control.
 LD0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0091.See file dsdata.txt to determine how the superseded data were derived.
 LD0091
 LD0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF240356(NAD 83)
 LD0091_MARKER: DB = BENCH MARK DISK
 LD0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0091_STAMPING: D 196 1959
 LD0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0091+STABILITY: SURFACE MOTION
 LD0091
 LD0091  HISTORY     - Date     Condition        Report By
 LD0091  HISTORY     - 1959     MONUMENTED       CGS
 LD0091  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0091  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0091
 LD0091                          STATION DESCRIPTION
 LD0091
 LD0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0091'1.8 MI SE FROM GALESBURG.
 LD0091'ABOUT 1.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE POST
 LD0091'OFFICE AT GALESBURG, THENCE 0.3 MILES NORTH ALONG MICHIGAN AVENUE,
 LD0091'AT THE JUNCTION OF EAST KNOX STREET, 34 FEET SOUTH OF THE CENTERLINE
 LD0091'OF EAST KNOX STREET, 143 FEET WET OF THE CENTER LINE OF MICHIGAN
 LD0091'AVENUE, 35 FEET EAST OF THE EXTENSION OF THE CENTER LINE OF
 LD0091'GRAVEL ROAD NORTH, 1.5 FEET NORTH OF FENCE LINE, 1.4 FEET WEST OF
 LD0091'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 LD0091'OF A CONCRETE POST PROJECTING 4 INCHES.
 LD0091
 LD0091                          STATION RECOVERY (1997)
 LD0091
 LD0091'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0091'MARK NOT FOUND.
 LD0091
 LD0091                          STATION RECOVERY (2005)
 LD0091
 LD0091'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0889 ***********************************************************************
 LD0889  DESIGNATION -  D 196 RESET
 LD0889  PID         -  LD0889
 LD0889  STATE/COUNTY-  IL/KNOX
 LD0889  USGS QUAD   -  GALESBURG EAST (1982)
 LD0889
 LD0889                         *CURRENT SURVEY CONTROL
 LD0889  ___________________________________________________________________
 LD0889* NAD 83(1986)-  40 56 28.     (N)    090 20 18.     (W)     SCALED    
 LD0889* NAVD 88     -       236.86   (meters)     777.1    (feet)  RESET     
 LD0889  ___________________________________________________________________
 LD0889  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0889
 LD0889  VERT ORDER  -  THIRD
 LD0889
 LD0889.The horizontal coordinates were scaled from a topographic map and have
 LD0889.an estimated accuracy of +/- 6 seconds.
 LD0889
 LD0889.The orthometric height was computed from unverified reset data.
 LD0889.No vertical observational check was made to the station.
 LD0889
 LD0889.The geoid height was determined by GEOID03.
 LD0889
 LD0889;                    North         East    Units  Estimated Accuracy
 LD0889;SPC IL W     -   474,500.      685,550.      MT  (+/- 180 meters Scaled)
 LD0889
 LD0889                          SUPERSEDED SURVEY CONTROL
 LD0889
 LD0889  NGVD 29 (03/28/06)  236.91   (m)          777.3    (f) RESET       3  
 LD0889
 LD0889.Superseded values are not recommended for survey control.
 LD0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0889.See file dsdata.txt to determine how the superseded data were derived.
 LD0889
 LD0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF240356(NAD 83)
 LD0889_MARKER: DV = VERTICAL CONTROL DISK
 LD0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0889_SP_SET: CONCRETE POST
 LD0889_STAMPING: D 196 RESET 1990
 LD0889_MARK LOGO: NGS   
 LD0889_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0889+STABILITY: SURFACE MOTION
 LD0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0889+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 LD0889
 LD0889  HISTORY     - Date     Condition        Report By
 LD0889  HISTORY     - 1990     MONUMENTED       NGS
 LD0889  HISTORY     - 19971126 GOOD             USPSQD
 LD0889  HISTORY     - 20050126 GOOD             USPSQD
 LD0889
 LD0889                          STATION DESCRIPTION
 LD0889
 LD0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LD0889'TO REACH FROM THE POST OFFICE (AT U.S. HIGHWAY 150 AND CHAMBERS
 LD0889'STREET) IN GALESBURG, GO SOUTHEAST ALONG U.S. HIGHWAY 150 FOR 1.55
 LD0889'MI (2.49 KM) TO ITS INTERSECTION WITH MICHIGAN AVENUE.  TURN LEFT AND
 LD0889'PROCEED NORTH ON MICHIGAN AVENUE FOR 0.25 MI (0.40 KM) AND CROSS EAST
 LD0889'KNOX STREET TO THE MARK ON THE RIGHT IN THE KIWANIS PARK, 72.4 M
 LD0889'(237.5 FT) NORTH OF THE INTERSECTION OF MICHIGAN AVENUE AND EAST KNOX
 LD0889'STREET, 13.9 M (45.6 FT) NORTHEAST OF THE CENTERLINE OF MICHIGAN
 LD0889'AVENUE, 43.0 M (141.1 FT) SOUTH OF THE SOUTHEAST CORNER OF PARK
 LD0889'PAVILLION, 0.8 M (2.6 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 LD0889'KIWANIS PARK SIGN, 12.4 M (40.7 FT) NORTHWEST OF THE CENTERLINE OF
 LD0889'THE PARK ENTRANCE ROAD, AND SET IN THE TOP OF A ROUND CONCRETE POST
 LD0889'FLUSH WITH THE GROUND.
 LD0889
 LD0889                          STATION RECOVERY (1997)
 LD0889
 LD0889'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0889'RECOVERED IN GOOD CONDITION.
 LD0889
 LD0889                          STATION RECOVERY (2005)
 LD0889
 LD0889'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1417 ***********************************************************************
 LC1417  DESIGNATION -  D 197
 LC1417  PID         -  LC1417
 LC1417  STATE/COUNTY-  IL/PEORIA
 LC1417  USGS QUAD   -  ELMWOOD (1982)
 LC1417
 LC1417                         *CURRENT SURVEY CONTROL
 LC1417  ___________________________________________________________________
 LC1417* NAD 83(1986)-  40 51 31.     (N)    089 57 57.     (W)     SCALED    
 LC1417* NAVD 88     -       206.461  (meters)     677.36   (feet)  ADJUSTED  
 LC1417  ___________________________________________________________________
 LC1417  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1417  DYNAMIC HT  -         206.367 (meters)     677.06  (feet)  COMP
 LC1417  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 LC1417
 LC1417  VERT ORDER  -  SECOND    CLASS 0
 LC1417
 LC1417.The horizontal coordinates were scaled from a topographic map and have
 LC1417.an estimated accuracy of +/- 6 seconds.
 LC1417
 LC1417.The orthometric height was determined by differential leveling
 LC1417.and adjusted by the National Geodetic Survey in June 1991..
 LC1417
 LC1417.The geoid height was determined by GEOID03.
 LC1417
 LC1417.The dynamic height is computed by dividing the NAVD 88
 LC1417.geopotential number by the normal gravity value computed on the
 LC1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1417.degrees latitude (g = 980.6199 gals.).
 LC1417
 LC1417.The modeled gravity was interpolated from observed gravity values.
 LC1417
 LC1417;                    North         East    Units  Estimated Accuracy
 LC1417;SPC IL W     -   465,340.      716,930.      MT  (+/- 180 meters Scaled)
 LC1417
 LC1417                          SUPERSEDED SURVEY CONTROL
 LC1417
 LC1417  NGVD 29 (??/??/92)  206.538  (m)          677.62   (f) ADJ UNCH    2 0
 LC1417
 LC1417.Superseded values are not recommended for survey control.
 LC1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1417.See file dsdata.txt to determine how the superseded data were derived.
 LC1417
 LC1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL500272(NAD 83)
 LC1417_MARKER: DB = BENCH MARK DISK
 LC1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1417_SP_SET: CULVERT
 LC1417_STAMPING: D 197 1959
 LC1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1417
 LC1417  HISTORY     - Date     Condition        Report By
 LC1417  HISTORY     - 1959     MONUMENTED       CGS
 LC1417  HISTORY     - 19981214 GOOD             USPSQD
 LC1417
 LC1417                          STATION DESCRIPTION
 LC1417
 LC1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1417'4.6 MI NW FROM BRIMFIELD.
 LC1417'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1417'STATION AT BRIMFIELD, THENE 1.9 MILES WEST ALONG STATE HIGHWAY
 LC1417'78, THENCE 0.05 MILES NORTH ALONG AN ASPHALT ROAD, AT THE JUNCTION
 LC1417'OF A GRAVEL ROAD WEST, SET IN THE TOP OF THE SOUTH END OF THE
 LC1417'WEST HEADWALL OF A 20-FOOT CONCRETE BOX CULVERT, 18 FEET WEST OF
 LC1417'THE CENTER LINE OF THE ROAD, 57 FEET NORTH OF THE CENTER LINE OF THE
 LC1417'GRAVEL ROAD, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 LC1417
 LC1417                          STATION RECOVERY (1998)
 LC1417
 LC1417'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1505 ***********************************************************************
 LC1505  DESIGNATION -  D 198
 LC1505  PID         -  LC1505
 LC1505  STATE/COUNTY-  IL/PEORIA
 LC1505  USGS QUAD   -  PEORIA EAST (1996)
 LC1505
 LC1505                         *CURRENT SURVEY CONTROL
 LC1505  ___________________________________________________________________
 LC1505* NAD 83(1986)-  40 44 00.     (N)    089 36 58.     (W)     SCALED    
 LC1505* NAVD 88     -       186.203  (meters)     610.90   (feet)  ADJUSTED  
 LC1505  ___________________________________________________________________
 LC1505  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LC1505  DYNAMIC HT  -         186.117 (meters)     610.62  (feet)  COMP
 LC1505  MODELED GRAV-     980,160.9   (mgal)                       NAVD 88
 LC1505
 LC1505  VERT ORDER  -  SECOND    CLASS 0
 LC1505
 LC1505.The horizontal coordinates were scaled from a topographic map and have
 LC1505.an estimated accuracy of +/- 6 seconds.
 LC1505
 LC1505.The orthometric height was determined by differential leveling
 LC1505.and adjusted by the National Geodetic Survey in June 1991..
 LC1505
 LC1505.The geoid height was determined by GEOID03.
 LC1505
 LC1505.The dynamic height is computed by dividing the NAVD 88
 LC1505.geopotential number by the normal gravity value computed on the
 LC1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1505.degrees latitude (g = 980.6199 gals.).
 LC1505
 LC1505.The modeled gravity was interpolated from observed gravity values.
 LC1505
 LC1505;                    North         East    Units  Estimated Accuracy
 LC1505;SPC IL W     -   451,560.      746,510.      MT  (+/- 180 meters Scaled)
 LC1505
 LC1505                          SUPERSEDED SURVEY CONTROL
 LC1505
 LC1505  NGVD 29 (??/??/92)  186.289  (m)          611.18   (f) ADJ UNCH    2 0
 LC1505
 LC1505.Superseded values are not recommended for survey control.
 LC1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1505.See file dsdata.txt to determine how the superseded data were derived.
 LC1505
 LC1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL790124(NAD 83)
 LC1505_MARKER: DB = BENCH MARK DISK
 LC1505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1505_SP_SET: CULVERT
 LC1505_STAMPING: D 198 1959
 LC1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1505
 LC1505  HISTORY     - Date     Condition        Report By
 LC1505  HISTORY     - 1959     MONUMENTED       CGS
 LC1505  HISTORY     - 1977     POOR             LOCENG
 LC1505  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC1505
 LC1505                          STATION DESCRIPTION
 LC1505
 LC1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1505'1.2 MI W FROM PEORIA.
 LC1505'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 150 FROM THE JUNCTION
 LC1505'OF STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, ABOUT 50
 LC1505'YARDS SOUTH OF U.S. HIGHWAY 150, NEAR THE NORTHEAST CORNER OF
 LC1505'GIDEONSONS TRAILER COURT, SET IN THE TOP OF THE EAST END OF THE
 LC1505'NORTH HEADWALL OF A 20-FOOT CONCRETE BOX CULVERT ON OLD U.S.
 LC1505'HIGHWAY 150, 28 FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY
 LC1505'150, 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TRAILER
 LC1505'PARK, ABOUT 3 FEET BELOW THE LEVEL OF OLD U.S. HIGHWAY 150, ABOUT
 LC1505'25 FEET BELOW THE LEVEL OF U.S. HIGHWAY 150.
 LC1505
 LC1505                          STATION RECOVERY (1977)
 LC1505
 LC1505'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1505'MARK RECOVERED IN POOR CONDITION.
 LC1505
 LC1505                          STATION RECOVERY (1999)
 LC1505
 LC1505'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0935 ***********************************************************************
 LC0935  DESIGNATION -  D 199
 LC0935  PID         -  LC0935
 LC0935  STATE/COUNTY-  IL/WOODFORD
 LC0935  USGS QUAD   -  MACKINAW (1979)
 LC0935
 LC0935                         *CURRENT SURVEY CONTROL
 LC0935  ___________________________________________________________________
 LC0935* NAD 83(1986)-  40 37 15.     (N)    089 15 54.     (W)     SCALED    
 LC0935* NAVD 88     -       226.049  (meters)     741.63   (feet)  ADJUSTED  
 LC0935  ___________________________________________________________________
 LC0935  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC0935  DYNAMIC HT  -         225.945 (meters)     741.29  (feet)  COMP
 LC0935  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 LC0935
 LC0935  VERT ORDER  -  SECOND    CLASS 0
 LC0935
 LC0935.The horizontal coordinates were scaled from a topographic map and have
 LC0935.an estimated accuracy of +/- 6 seconds.
 LC0935
 LC0935.The orthometric height was determined by differential leveling
 LC0935.and adjusted by the National Geodetic Survey in June 1991..
 LC0935
 LC0935.The geoid height was determined by GEOID03.
 LC0935
 LC0935.The dynamic height is computed by dividing the NAVD 88
 LC0935.geopotential number by the normal gravity value computed on the
 LC0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0935.degrees latitude (g = 980.6199 gals.).
 LC0935
 LC0935.The modeled gravity was interpolated from observed gravity values.
 LC0935
 LC0935;                    North         East    Units  Estimated Accuracy
 LC0935;SPC IL W     -   439,310.      776,290.      MT  (+/- 180 meters Scaled)
 LC0935
 LC0935                          SUPERSEDED SURVEY CONTROL
 LC0935
 LC0935  NGVD 29 (??/??/92)  226.121  (m)          741.87   (f) ADJ UNCH    2 0
 LC0935
 LC0935.Superseded values are not recommended for survey control.
 LC0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0935.See file dsdata.txt to determine how the superseded data were derived.
 LC0935
 LC0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK084991(NAD 83)
 LC0935_MARKER: DB = BENCH MARK DISK
 LC0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0935_SP_SET: CULVERT
 LC0935_STAMPING: D 199 1959
 LC0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0935
 LC0935  HISTORY     - Date     Condition        Report By
 LC0935  HISTORY     - 1959     MONUMENTED       CGS
 LC0935  HISTORY     - 1988     GOOD             USPSQD
 LC0935  HISTORY     - 19981028 GOOD             USPSQD
 LC0935
 LC0935                          STATION DESCRIPTION
 LC0935
 LC0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0935'0.9 MI SE FROM GOODFIELD.
 LC0935'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC0935'WITH STATE HIGHWAY 117, THENCE 0.4 MILES SOUTH ALONG A GRAVEL
 LC0935'ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 LC0935'4-FOOT CONCRETE BOX CULVERT, 9 FEET WEST OF THE CENTER LINE OF
 LC0935'THE ROAD, 2 FEET NORTH OF THE SOUTH END OF THE HEADWALL, ABOUT
 LC0935'LEVEL WITH THE ROAD.
 LC0935
 LC0935                          STATION RECOVERY (1988)
 LC0935
 LC0935'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0935'RECOVERED IN GOOD CONDITION.
 LC0935
 LC0935                          STATION RECOVERY (1998)
 LC0935
 LC0935'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0024 ***********************************************************************
 MF0024  DESIGNATION -  D 20
 MF0024  PID         -  MF0024
 MF0024  STATE/COUNTY-  IL/KANE
 MF0024  USGS QUAD   -  AURORA SOUTH (1993)
 MF0024
 MF0024                         *CURRENT SURVEY CONTROL
 MF0024  ___________________________________________________________________
 MF0024* NAD 83(1986)-  41 44 46.     (N)    088 20 04.     (W)     SCALED    
 MF0024* NAVD 88     -       195.978  (meters)     642.97   (feet)  ADJUSTED  
 MF0024  ___________________________________________________________________
 MF0024  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0024  DYNAMIC HT  -         195.910 (meters)     642.75  (feet)  COMP
 MF0024  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 MF0024
 MF0024  VERT ORDER  -  SECOND    CLASS 0
 MF0024
 MF0024.The horizontal coordinates were scaled from a topographic map and have
 MF0024.an estimated accuracy of +/- 6 seconds.
 MF0024
 MF0024.The orthometric height was determined by differential leveling
 MF0024.and adjusted by the National Geodetic Survey in June 1991..
 MF0024
 MF0024.The geoid height was determined by GEOID03.
 MF0024
 MF0024.The dynamic height is computed by dividing the NAVD 88
 MF0024.geopotential number by the normal gravity value computed on the
 MF0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0024.degrees latitude (g = 980.6199 gals.).
 MF0024
 MF0024.The modeled gravity was interpolated from observed gravity values.
 MF0024
 MF0024;                    North         East    Units  Estimated Accuracy
 MF0024;SPC IL E     -   563,900.      299,910.      MT  (+/- 180 meters Scaled)
 MF0024
 MF0024                          SUPERSEDED SURVEY CONTROL
 MF0024
 MF0024  NGVD 29 (??/??/92)  196.050  (m)          643.21   (f) ADJ UNCH    2 0
 MF0024
 MF0024.Superseded values are not recommended for survey control.
 MF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0024.See file dsdata.txt to determine how the superseded data were derived.
 MF0024
 MF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM890224(NAD 83)
 MF0024_MARKER: DB = BENCH MARK DISK
 MF0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0024_SP_SET: CULVERT
 MF0024_STAMPING: D 20 1934
 MF0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0024
 MF0024  HISTORY     - Date     Condition        Report By
 MF0024  HISTORY     - 1934     MONUMENTED       CGS
 MF0024  HISTORY     - 1973     MARK NOT FOUND   NGS
 MF0024  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MF0024  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF0024
 MF0024                          STATION DESCRIPTION
 MF0024
 MF0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0024'AT AURORA.
 MF0024'AT AURORA, KANE COUNTY, AT THE SOUTH CITY LIMITS, ON U.S. HIGHWAY
 MF0024'34, 102 FEET SOUTHWEST OF A CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0024'OVERPASS, AT AN ABANDONED CONCRETE CULVERT, IN THE TOP OF THE
 MF0024'NORTHEAST END OF THE SOUTHEAST HEADWALL, 15 FEET SOUTHEAST OF THE
 MF0024'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 MF0024'DISK, STAMPED D 20 1934.
 MF0024
 MF0024                          STATION RECOVERY (1973)
 MF0024
 MF0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MF0024'MARK NOT FOUND.
 MF0024
 MF0024                          STATION RECOVERY (1989)
 MF0024
 MF0024'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 MF0024'MARK NOT FOUND.
 MF0024
 MF0024                          STATION RECOVERY (1998)
 MF0024
 MF0024'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0451 ***********************************************************************
 LC0451  DESIGNATION -  D 200 RESET 1970
 LC0451  PID         -  LC0451
 LC0451  STATE/COUNTY-  IL/MCLEAN
 LC0451  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0451
 LC0451                         *CURRENT SURVEY CONTROL
 LC0451  ___________________________________________________________________
 LC0451* NAD 83(1986)-  40 25 45.     (N)    088 57 39.     (W)     SCALED    
 LC0451* NAVD 88     -       245.07   (meters)     804.0    (feet)  RESET     
 LC0451  ___________________________________________________________________
 LC0451  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0451
 LC0451  VERT ORDER  -  THIRD
 LC0451
 LC0451.The horizontal coordinates were scaled from a topographic map and have
 LC0451.an estimated accuracy of +/- 6 seconds.
 LC0451
 LC0451.The orthometric height was computed from unverified reset data.
 LC0451.No vertical observational check was made to the station.
 LC0451
 LC0451.The geoid height was determined by GEOID03.
 LC0451
 LC0451;                    North         East    Units  Estimated Accuracy
 LC0451;SPC IL E     -   417,840.      246,750.      MT  (+/- 180 meters Scaled)
 LC0451
 LC0451                          SUPERSEDED SURVEY CONTROL
 LC0451
 LC0451  NGVD 29 (??/??/??)  245.13   (m)          804.2    (f) RESET       3  
 LC0451
 LC0451.Superseded values are not recommended for survey control.
 LC0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0451.See file dsdata.txt to determine how the superseded data were derived.
 LC0451
 LC0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK336772(NAD 83)
 LC0451_MARKER: DB = BENCH MARK DISK
 LC0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0451_STAMPING: D 200 RESET 1970
 LC0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0451+STABILITY: SURFACE MOTION
 LC0451
 LC0451  HISTORY     - Date     Condition        Report By
 LC0451  HISTORY     - 1970     MONUMENTED       NGS
 LC0451
 LC0451                          STATION DESCRIPTION
 LC0451
 LC0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LC0451'3.4 MI SE FROM BLOOMINGTON.
 LC0451'ABOUT 2.05 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION
 LC0451'WITH U.S. HIGHWAY 66 AT BLOOMINGTON, THENCE EAST ALONG PAVED
 LC0451'ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT AND THE MARK ON THE
 LC0451'LEFT, 1 FOOT SOUTH OF A METAL WITNESS POST, 39 FEET NORTH OF THE
 LC0451'CENTERLINE OF THE ROAD, 18 FEET EAST OF THE EXTENDED CENTERLINE
 LC0451'OF THE ROAD SOUTH, SET IN THE TOP OF A ROUND CONCRETE POST
 LC0451'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0277 ***********************************************************************
 LC0277  DESIGNATION -  D 201
 LC0277  PID         -  LC0277
 LC0277  STATE/COUNTY-  IL/CHAMPAIGN
 LC0277  USGS QUAD   -  RANTOUL (1984)
 LC0277
 LC0277                         *CURRENT SURVEY CONTROL
 LC0277  ___________________________________________________________________
 LC0277* NAD 83(1986)-  40 20 28.     (N)    088 10 29.     (W)     SCALED    
 LC0277* NAVD 88     -       223.730  (meters)     734.02   (feet)  ADJUSTED  
 LC0277  ___________________________________________________________________
 LC0277  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0277  DYNAMIC HT  -         223.620 (meters)     733.66  (feet)  COMP
 LC0277  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 LC0277
 LC0277  VERT ORDER  -  SECOND    CLASS 0
 LC0277
 LC0277.The horizontal coordinates were scaled from a topographic map and have
 LC0277.an estimated accuracy of +/- 6 seconds.
 LC0277
 LC0277.The orthometric height was determined by differential leveling
 LC0277.and adjusted by the National Geodetic Survey in June 1991..
 LC0277
 LC0277.The geoid height was determined by GEOID03.
 LC0277
 LC0277.The dynamic height is computed by dividing the NAVD 88
 LC0277.geopotential number by the normal gravity value computed on the
 LC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0277.degrees latitude (g = 980.6199 gals.).
 LC0277
 LC0277.The modeled gravity was interpolated from observed gravity values.
 LC0277
 LC0277;                    North         East    Units  Estimated Accuracy
 LC0277;SPC IL E     -   407,890.      313,480.      MT  (+/- 180 meters Scaled)
 LC0277
 LC0277                          SUPERSEDED SURVEY CONTROL
 LC0277
 LC0277  NGVD 29 (??/??/92)  223.779  (m)          734.18   (f) ADJ UNCH    2 0
 LC0277
 LC0277.Superseded values are not recommended for survey control.
 LC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0277.See file dsdata.txt to determine how the superseded data were derived.
 LC0277
 LC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK002662(NAD 83)
 LC0277_MARKER: DB = BENCH MARK DISK
 LC0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0277_SP_SET: CULVERT
 LC0277_STAMPING: D 201 1959
 LC0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0277
 LC0277  HISTORY     - Date     Condition        Report By
 LC0277  HISTORY     - 1959     MONUMENTED       CGS
 LC0277  HISTORY     - 1973     GOOD             NGS
 LC0277  HISTORY     - 20010215 MARK NOT FOUND   BCA
 LC0277  HISTORY     - 20051207 MARK NOT FOUND   ILDT
 LC0277
 LC0277                          STATION DESCRIPTION
 LC0277
 LC0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0277'3.1 MI NW FROM RANTOUL.
 LC0277'ABOUT 0.95 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0277'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 2.15 MILES NORTH ALONG AN
 LC0277'OILED ROAD, AT THE JUNCTION OF AN EAST-WEST OILED ROAD, SET IN
 LC0277'THE TOP OF THE EAST END OF WINGWALL AT THE NORTHWEST CORNER OF
 LC0277'A 6-FOOT CONCRETE BOX CULVERT, 12 FEET NORTH OF THE CENTER LINE
 LC0277'OF EAST-WEST ROAD, 18 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 LC0277'ABOUT LEVEL WITH THE ROAD.
 LC0277
 LC0277                          STATION RECOVERY (1973)
 LC0277
 LC0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0277'RECOVERED IN GOOD CONDITION.
 LC0277
 LC0277                          STATION RECOVERY (2001)
 LC0277
 LC0277'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 LC0277'NEW CONCRETE HEADWALL.  MARK NOT FOUND.
 LC0277
 LC0277                          STATION RECOVERY (2005)
 LC0277
 LC0277'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0088 ***********************************************************************
 LC0088  DESIGNATION -  D 202
 LC0088  PID         -  LC0088
 LC0088  STATE/COUNTY-  IL/IROQUOIS
 LC0088  USGS QUAD   -  ONARGA WEST (1986)
 LC0088
 LC0088                         *CURRENT SURVEY CONTROL
 LC0088  ___________________________________________________________________
 LC0088* NAD 83(1986)-  40 40 00.     (N)    088 01 31.     (W)     SCALED    
 LC0088* NAVD 88     -       200.840  (meters)     658.92   (feet)  ADJUSTED  
 LC0088  ___________________________________________________________________
 LC0088  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC0088  DYNAMIC HT  -         200.749 (meters)     658.62  (feet)  COMP
 LC0088  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LC0088
 LC0088  VERT ORDER  -  SECOND    CLASS 0
 LC0088
 LC0088.The horizontal coordinates were scaled from a topographic map and have
 LC0088.an estimated accuracy of +/- 6 seconds.
 LC0088
 LC0088.The orthometric height was determined by differential leveling
 LC0088.and adjusted by the National Geodetic Survey in June 1991..
 LC0088
 LC0088.The geoid height was determined by GEOID03.
 LC0088
 LC0088.The dynamic height is computed by dividing the NAVD 88
 LC0088.geopotential number by the normal gravity value computed on the
 LC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0088.degrees latitude (g = 980.6199 gals.).
 LC0088
 LC0088.The modeled gravity was interpolated from observed gravity values.
 LC0088
 LC0088;                    North         East    Units  Estimated Accuracy
 LC0088;SPC IL E     -   444,070.      326,050.      MT  (+/- 180 meters Scaled)
 LC0088
 LC0088                          SUPERSEDED SURVEY CONTROL
 LC0088
 LC0088  NGVD 29 (??/??/92)  200.909  (m)          659.15   (f) ADJ UNCH    2 0
 LC0088
 LC0088.Superseded values are not recommended for survey control.
 LC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0088.See file dsdata.txt to determine how the superseded data were derived.
 LC0088
 LC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL133022(NAD 83)
 LC0088_MARKER: DB = BENCH MARK DISK
 LC0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0088_SP_SET: CULVERT
 LC0088_STAMPING: D 202 1959
 LC0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0088
 LC0088  HISTORY     - Date     Condition        Report By
 LC0088  HISTORY     - 1959     MONUMENTED       CGS
 LC0088
 LC0088                          STATION DESCRIPTION
 LC0088
 LC0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0088'4.8 MI N FROM BUCKLEY.
 LC0088'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0088'OFFICE AT BUCKLEY, THENCE 2.35 MILES NORTH ALONG A GRAVEL ROAD,
 LC0088'THENCE 0.05 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILES WEST
 LC0088'OF A CEMETERY, SET IN THE TOP OF THE EAST END OF THE SOUTH
 LC0088'HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 10 FEET SOUTH OF THE
 LC0088'CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 LC0088'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2733 ***********************************************************************
 LB2733  DESIGNATION -  D 203 RESET
 LB2733  PID         -  LB2733
 LB2733  STATE/COUNTY-  IL/IROQUOIS
 LB2733  USGS QUAD   -  CLIFTON (1986)
 LB2733
 LB2733                         *CURRENT SURVEY CONTROL
 LB2733  ___________________________________________________________________
 LB2733* NAD 83(1986)-  40 58 11.     (N)    087 55 09.     (W)     SCALED    
 LB2733* NAVD 88     -       196.18   (meters)     643.6    (feet)  RESET     
 LB2733  ___________________________________________________________________
 LB2733  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LB2733
 LB2733  VERT ORDER  -  THIRD
 LB2733
 LB2733.The horizontal coordinates were scaled from a topographic map and have
 LB2733.an estimated accuracy of +/- 6 seconds.
 LB2733
 LB2733.The orthometric height was computed from unverified reset data.
 LB2733.No vertical observational check was made to the station.
 LB2733
 LB2733.The geoid height was determined by GEOID03.
 LB2733
 LB2733;                    North         East    Units  Estimated Accuracy
 LB2733;SPC IL E     -   477,760.      334,860.      MT  (+/- 180 meters Scaled)
 LB2733
 LB2733                          SUPERSEDED SURVEY CONTROL
 LB2733
 LB2733  NGVD 29 (03/28/06)  196.27   (m)          643.9    (f) RESET       3  
 LB2733
 LB2733.Superseded values are not recommended for survey control.
 LB2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2733.See file dsdata.txt to determine how the superseded data were derived.
 LB2733
 LB2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL226358(NAD 83)
 LB2733_MARKER: DV = VERTICAL CONTROL DISK
 LB2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2733_SP_SET: CONCRETE POST
 LB2733_STAMPING: D 203 RESET 1992
 LB2733_MARK LOGO: NGS   
 LB2733_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2733+STABILITY: SURFACE MOTION
 LB2733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2733+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LB2733
 LB2733  HISTORY     - Date     Condition        Report By
 LB2733  HISTORY     - 1992     MONUMENTED       NGS
 LB2733
 LB2733                          STATION DESCRIPTION
 LB2733
 LB2733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LB2733'ABOUT 2.15 MI (3.46 KM) SOUTH ALONG INTERSTATE HIGHWAY 57 FROM THE
 LB2733'INTERCHANGE AT CHEBANSE, NEAR THE NORTH END OF A 225 FOOT (68.6 M)
 LB2733'BRIDGE OVER LANGAN CREEK, 27.4 M (89.9 FT) WEST OF THE CENTERLINE OF
 LB2733'THE SOUTHBOUND LANES OF I-57, 20.9 M (68.6 FT) SOUTHWEST OF THE
 LB2733'SOUTHWEST CORNER OF A SMALL CONCRETE UNDER DRAIN HEADWALL, 47.7 M
 LB2733'(156.5 FT) NORTHWEST OF THE BOTTOM OF THE NORTHWEST WINGWALL OF THE
 LB2733'BRIDGE, 0.7 M (2.3 FT) EAST OF A WIRE FENCE, 0.5 M (1.6 FT) EAST OF A
 LB2733'FIBERGLASS WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 LB2733'MONUMENT, FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0619 ***********************************************************************
 LC0619  DESIGNATION -  D 204 RESET 1961
 LC0619  PID         -  LC0619
 LC0619  STATE/COUNTY-  IL/PIATT
 LC0619  USGS QUAD   -  MANSFIELD (1979)
 LC0619
 LC0619                         *CURRENT SURVEY CONTROL
 LC0619  ___________________________________________________________________
 LC0619* NAD 83(1986)-  40 12 54.     (N)    088 30 04.     (W)     SCALED    
 LC0619* NAVD 88     -       221.98   (meters)     728.3    (feet)  RESET     
 LC0619  ___________________________________________________________________
 LC0619  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0619
 LC0619  VERT ORDER  -  THIRD
 LC0619
 LC0619.The horizontal coordinates were scaled from a topographic map and have
 LC0619.an estimated accuracy of +/- 6 seconds.
 LC0619
 LC0619.The orthometric height was computed from unverified reset data.
 LC0619.No vertical observational check was made to the station.
 LC0619
 LC0619.The geoid height was determined by GEOID03.
 LC0619
 LC0619;                    North         East    Units  Estimated Accuracy
 LC0619;SPC IL E     -   393,890.      285,720.      MT  (+/- 180 meters Scaled)
 LC0619
 LC0619                          SUPERSEDED SURVEY CONTROL
 LC0619
 LC0619  NGVD 29 (??/??/??)  222.03   (m)          728.4    (f) RESET       3  
 LC0619
 LC0619.Superseded values are not recommended for survey control.
 LC0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0619.See file dsdata.txt to determine how the superseded data were derived.
 LC0619
 LC0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK722527(NAD 83)
 LC0619_MARKER: DB = BENCH MARK DISK
 LC0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0619_STAMPING: D 204 1959 RESET 1961
 LC0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0619+STABILITY: SURFACE MOTION
 LC0619
 LC0619  HISTORY     - Date     Condition        Report By
 LC0619  HISTORY     - 1961     MONUMENTED       CGS
 LC0619
 LC0619                          STATION DESCRIPTION
 LC0619
 LC0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0619'0.8 MI NE FROM MANSFIELD.
 LC0619'ABOUT 0.6 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NEW YORK
 LC0619'CENTRAL RAIL ROAD STATION IN MANSFIELD, THENCE 0.15 MILES NORTH
 LC0619'ALONG AN OILED ROAD AT THE JUNCTION OF AN OILED ROAD WEST AND A
 LC0619'GRAVEL ROAD EAST, 56 FEET WEST OF THE CENTER LINE OF THE ROAD, 29
 LC0619'FEET NORTH OF THE CENTER LINE OF THE OILED ROAD WEST, 58 FEET NORTH
 LC0619'WEST OF THE CENTER OF THE JUNCTION, 1 FOOT SOUTH OF THE FENCE,
 LC0619'33 FEET WEST OF THE FENCE CORNER, 34 FEET WEST OF A POWER POLE,
 LC0619'1.8 FEET EAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 LC0619'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0045 ***********************************************************************
 KB0045  DESIGNATION -  D 205
 KB0045  PID         -  KB0045
 KB0045  STATE/COUNTY-  IL/CHAMPAIGN
 KB0045  USGS QUAD   -  TOLONO (1983)
 KB0045
 KB0045                         *CURRENT SURVEY CONTROL
 KB0045  ___________________________________________________________________
 KB0045* NAD 83(1986)-  39 59 50.     (N)    088 15 38.     (W)     SCALED    
 KB0045* NAVD 88     -       225.264  (meters)     739.05   (feet)  ADJUSTED  
 KB0045  ___________________________________________________________________
 KB0045  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KB0045  DYNAMIC HT  -         225.150 (meters)     738.68  (feet)  COMP
 KB0045  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 KB0045
 KB0045  VERT ORDER  -  SECOND    CLASS 0
 KB0045
 KB0045.The horizontal coordinates were scaled from a topographic map and have
 KB0045.an estimated accuracy of +/- 6 seconds.
 KB0045
 KB0045.The orthometric height was determined by differential leveling
 KB0045.and adjusted by the National Geodetic Survey in June 1991..
 KB0045
 KB0045.The geoid height was determined by GEOID03.
 KB0045
 KB0045.The dynamic height is computed by dividing the NAVD 88
 KB0045.geopotential number by the normal gravity value computed on the
 KB0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0045.degrees latitude (g = 980.6199 gals.).
 KB0045
 KB0045.The modeled gravity was interpolated from observed gravity values.
 KB0045
 KB0045;                    North         East    Units  Estimated Accuracy
 KB0045;SPC IL E     -   369,690.      306,220.      MT  (+/- 180 meters Scaled)
 KB0045
 KB0045                          SUPERSEDED SURVEY CONTROL
 KB0045
 KB0045  NGVD 29 (??/??/92)  225.311  (m)          739.21   (f) ADJ UNCH    2 0
 KB0045
 KB0045.Superseded values are not recommended for survey control.
 KB0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0045.See file dsdata.txt to determine how the superseded data were derived.
 KB0045
 KB0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK923282(NAD 83)
 KB0045_MARKER: DB = BENCH MARK DISK
 KB0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0045_SP_SET: CULVERT
 KB0045_STAMPING: D 205 1959
 KB0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0045
 KB0045  HISTORY     - Date     Condition        Report By
 KB0045  HISTORY     - 1959     MONUMENTED       CGS
 KB0045  HISTORY     - 1973     GOOD             ILHD
 KB0045  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 KB0045
 KB0045                          STATION DESCRIPTION
 KB0045
 KB0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0045'1 MI N FROM TOLONA.
 KB0045'ABOUT 0.95 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0045'WITH THE WABASH RAILROAD IN TOLONA, AT THE JUNCTION OF AN ASPHALT
 KB0045'ROAD WEST, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL
 KB0045'OF A DOUBLE 2-FOOT CONCRETE BOX CULVERT, 15 FEET EAST OF THE
 KB0045'CENTER LINE OF THE HIGHWAY, 100 FEET NORTH OF THE EXTENDED CENTER
 KB0045'LINE OF THE ROAD WEST, ABOUT LEVEL WITH THE HIGHWAY.
 KB0045
 KB0045                          STATION RECOVERY (1973)
 KB0045
 KB0045'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0045'RECOVERED IN GOOD CONDITION.
 KB0045
 KB0045                          STATION RECOVERY (2005)
 KB0045
 KB0045'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 KB0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0128 ***********************************************************************
 KB0128  DESIGNATION -  D 206
 KB0128  PID         -  KB0128
 KB0128  STATE/COUNTY-  IL/COLES
 KB0128  USGS QUAD   -  ARCOLA (1983)
 KB0128
 KB0128                         *CURRENT SURVEY CONTROL
 KB0128  ___________________________________________________________________
 KB0128* NAD 83(1986)-  39 38 17.     (N)    088 17 52.     (W)     SCALED    
 KB0128* NAVD 88     -       205.292  (meters)     673.53   (feet)  ADJUSTED  
 KB0128  ___________________________________________________________________
 KB0128  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0128  DYNAMIC HT  -         205.178 (meters)     673.15  (feet)  COMP
 KB0128  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 KB0128
 KB0128  VERT ORDER  -  SECOND    CLASS 0
 KB0128
 KB0128.The horizontal coordinates were scaled from a topographic map and have
 KB0128.an estimated accuracy of +/- 6 seconds.
 KB0128
 KB0128.The orthometric height was determined by differential leveling
 KB0128.and adjusted by the National Geodetic Survey in June 1991..
 KB0128
 KB0128.The geoid height was determined by GEOID03.
 KB0128
 KB0128.The dynamic height is computed by dividing the NAVD 88
 KB0128.geopotential number by the normal gravity value computed on the
 KB0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0128.degrees latitude (g = 980.6199 gals.).
 KB0128
 KB0128.The modeled gravity was interpolated from observed gravity values.
 KB0128
 KB0128;                    North         East    Units  Estimated Accuracy
 KB0128;SPC IL E     -   329,820.      303,050.      MT  (+/- 180 meters Scaled)
 KB0128
 KB0128                          SUPERSEDED SURVEY CONTROL
 KB0128
 KB0128  NGVD 29 (??/??/92)  205.366  (m)          673.77   (f) ADJ UNCH    2 0
 KB0128
 KB0128.Superseded values are not recommended for survey control.
 KB0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0128.See file dsdata.txt to determine how the superseded data were derived.
 KB0128
 KB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ886883(NAD 83)
 KB0128_MARKER: DB = BENCH MARK DISK
 KB0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0128_STAMPING: D 206 1959
 KB0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0128+STABILITY: SURFACE MOTION
 KB0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0128+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 KB0128
 KB0128  HISTORY     - Date     Condition        Report By
 KB0128  HISTORY     - 1959     MONUMENTED       CGS
 KB0128  HISTORY     - 1973     GOOD             ILHD
 KB0128  HISTORY     - 20050303 GOOD             ILDT
 KB0128
 KB0128                          STATION DESCRIPTION
 KB0128
 KB0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0128'4 MI NE FROM HUMBOLDT.
 KB0128'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0128'THE STATION AT HUMBOLDT, THENCE 1.0 MILE EAST ALONG A CONCRETE
 KB0128'PAVED ROAD, THENCE 2.6 MILES NORTH ALONG AN OILED ROAD, THENCE
 KB0128'0.3 MILE EAST ALONG AN OILED ROAD, NEAR A FARM HOUSE ON THE SOUTH
 KB0128'SIDE OF THE ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KB0128'175 FEET EAST OF THE EXTENDED CENTER LINE OF A DRIVE SOUTH INTO
 KB0128'A FARMYARD, 3 1/2 FEET WEST OF A POWER POLE, 119 FEET NORTHEAST
 KB0128'OF THE NORTHEAST CORNER OF A LARGE RED BARN, 1.7 FEET EAST OF
 KB0128'A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD
 KB0128'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0128'NOTE-- THIS MARK IS AN ADDITIONAL AZ MARK FOR TRIANGULATION
 KB0128'STA. UNION 1959.
 KB0128
 KB0128                          STATION RECOVERY (1973)
 KB0128
 KB0128'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0128'RECOVERED IN GOOD CONDITION.
 KB0128
 KB0128                          STATION RECOVERY (2005)
 KB0128
 KB0128'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1582 ***********************************************************************
 ME1582  DESIGNATION -  D 207
 ME1582  PID         -  ME1582
 ME1582  STATE/COUNTY-  IL/WILL
 ME1582  USGS QUAD   -  FRANKFORT (1990)
 ME1582
 ME1582                         *CURRENT SURVEY CONTROL
 ME1582  ___________________________________________________________________
 ME1582* NAD 83(1986)-  41 24 46.     (N)    087 45 34.     (W)     SCALED    
 ME1582* NAVD 88     -       248.137  (meters)     814.10   (feet)  ADJUSTED  
 ME1582  ___________________________________________________________________
 ME1582  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ME1582  DYNAMIC HT  -         248.037 (meters)     813.77  (feet)  COMP
 ME1582  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 ME1582
 ME1582  VERT ORDER  -  SECOND    CLASS 0
 ME1582
 ME1582.The horizontal coordinates were scaled from a topographic map and have
 ME1582.an estimated accuracy of +/- 6 seconds.
 ME1582
 ME1582.The orthometric height was determined by differential leveling
 ME1582.and adjusted by the National Geodetic Survey in June 1991..
 ME1582
 ME1582.The geoid height was determined by GEOID03.
 ME1582
 ME1582.The dynamic height is computed by dividing the NAVD 88
 ME1582.geopotential number by the normal gravity value computed on the
 ME1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1582.degrees latitude (g = 980.6199 gals.).
 ME1582
 ME1582.The modeled gravity was interpolated from observed gravity values.
 ME1582
 ME1582;                    North         East    Units  Estimated Accuracy
 ME1582;SPC IL E     -   527,040.      347,980.      MT  (+/- 180 meters Scaled)
 ME1582
 ME1582                          SUPERSEDED SURVEY CONTROL
 ME1582
 ME1582  NGVD 29 (??/??/92)  248.223  (m)          814.38   (f) ADJ UNCH    2 0
 ME1582
 ME1582.Superseded values are not recommended for survey control.
 ME1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1582.See file dsdata.txt to determine how the superseded data were derived.
 ME1582
 ME1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL365848(NAD 83)
 ME1582_MARKER: DB = BENCH MARK DISK
 ME1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1582_STAMPING: D 207 1959
 ME1582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1582+STABILITY: SURFACE MOTION
 ME1582
 ME1582  HISTORY     - Date     Condition        Report By
 ME1582  HISTORY     - 1959     MONUMENTED       CGS
 ME1582  HISTORY     - 1967     GOOD             NGS
 ME1582  HISTORY     - 19880705 MARK NOT FOUND   USGS
 ME1582
 ME1582                          STATION DESCRIPTION
 ME1582
 ME1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1582'1.1 MI SW FROM MONEE.
 ME1582'ABOUT 0.5 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1582'WITH WEST MAIN STREET IN MONEE, THENCE 0.6 MILE WEST ALONG A
 ME1582'GRAVEL ROAD, AT THE JUNCTION OF A DRIVEWAY NORTH TO A FARM HOUSE,
 ME1582'33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH
 ME1582'OF A FENCE, 31 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY,
 ME1582'11 1/2 FEET EAST OF A POWER POLE, 2.5 FEET EAST OF A METAL
 ME1582'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 ME1582'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 ME1582
 ME1582                          STATION RECOVERY (1967)
 ME1582
 ME1582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1582'RECOVERED IN GOOD CONDITION.
 ME1582
 ME1582                          STATION RECOVERY (1988)
 ME1582
 ME1582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (LCR)
 ME1582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0154 ***********************************************************************
 KB0154  DESIGNATION -  D 208
 KB0154  PID         -  KB0154
 KB0154  STATE/COUNTY-  IL/COLES
 KB0154  USGS QUAD   -  HUMBOLDT (1983)
 KB0154
 KB0154                         *CURRENT SURVEY CONTROL
 KB0154  ___________________________________________________________________
 KB0154* NAD 83(1986)-  39 32 10.     (N)    088 19 15.     (W)     SCALED    
 KB0154* NAVD 88     -       211.338  (meters)     693.36   (feet)  ADJUSTED  
 KB0154  ___________________________________________________________________
 KB0154  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0154  DYNAMIC HT  -         211.219 (meters)     692.97  (feet)  COMP
 KB0154  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KB0154
 KB0154  VERT ORDER  -  SECOND    CLASS 0
 KB0154
 KB0154.The horizontal coordinates were scaled from a topographic map and have
 KB0154.an estimated accuracy of +/- 6 seconds.
 KB0154
 KB0154.The orthometric height was determined by differential leveling
 KB0154.and adjusted by the National Geodetic Survey in June 1991..
 KB0154
 KB0154.The geoid height was determined by GEOID03.
 KB0154
 KB0154.The dynamic height is computed by dividing the NAVD 88
 KB0154.geopotential number by the normal gravity value computed on the
 KB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0154.degrees latitude (g = 980.6199 gals.).
 KB0154
 KB0154.The modeled gravity was interpolated from observed gravity values.
 KB0154
 KB0154;                    North         East    Units  Estimated Accuracy
 KB0154;SPC IL E     -   318,500.      301,080.      MT  (+/- 180 meters Scaled)
 KB0154
 KB0154                          SUPERSEDED SURVEY CONTROL
 KB0154
 KB0154  NGVD 29 (??/??/92)  211.403  (m)          693.58   (f) ADJ UNCH    2 0
 KB0154
 KB0154.Superseded values are not recommended for survey control.
 KB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0154.See file dsdata.txt to determine how the superseded data were derived.
 KB0154
 KB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ864771(NAD 83)
 KB0154_MARKER: DB = BENCH MARK DISK
 KB0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0154_STAMPING: D 208 1959
 KB0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0154+STABILITY: SURFACE MOTION
 KB0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0154+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 KB0154
 KB0154  HISTORY     - Date     Condition        Report By
 KB0154  HISTORY     - 1959     MONUMENTED       CGS
 KB0154  HISTORY     - 1973     GOOD             ILHD
 KB0154  HISTORY     - 20011112 GOOD             INDIV
 KB0154  HISTORY     - 20050225 GOOD             ILDT
 KB0154
 KB0154                          STATION DESCRIPTION
 KB0154
 KB0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0154'2.2 MI SE FROM DORANS.
 KB0154'ABOUT 1.15 MILES EAST ALONG A CONCRETE PAVED ROAD FROM ITS
 KB0154'JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD AT DORANS, THENCE
 KB0154'1.0 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE 0.1 MILES EAST
 KB0154'ALONG AN ASPHALT ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE
 KB0154'ROAD, 1 FOOT SOUTH OF A FENCE, 9 FEET WEST OF A FENCE CORNER,
 KB0154'56 FEET WEST OF THE CENTER LINE OF THE DRIVE NORTH TO A FARM
 KB0154'HOUSE, 16 1/2 FEET WEST-SOUTHWEST OF A POWER POLE, 2.2 FEET WEST
 KB0154'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 KB0154'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0154'NOTE-- 20 FT E OF 3RD POWER POLE EAST OF INTERSECTION AT CREST
 KB0154'OF A SMALL HILL.
 KB0154
 KB0154                          STATION RECOVERY (1973)
 KB0154
 KB0154'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0154'RECOVERED IN GOOD CONDITION.
 KB0154
 KB0154                          STATION RECOVERY (2001)
 KB0154
 KB0154'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RDW)
 KB0154'RECOVERED IN GOOD CONDITION.
 KB0154
 KB0154                          STATION RECOVERY (2005)
 KB0154
 KB0154'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0154'+- 0.1 MILE EAST OF 1100N AND 800E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0338 ***********************************************************************
 KB0338  DESIGNATION -  D 209
 KB0338  PID         -  KB0338
 KB0338  STATE/COUNTY-  IL/SHELBY
 KB0338  USGS QUAD   -  TEUTOPOLIS (1985)
 KB0338
 KB0338                         *CURRENT SURVEY CONTROL
 KB0338  ___________________________________________________________________
 KB0338* NAD 83(1986)-  39 14 38.     (N)    088 28 49.     (W)     SCALED    
 KB0338* NAVD 88     -       194.575  (meters)     638.37   (feet)  ADJUSTED  
 KB0338  ___________________________________________________________________
 KB0338  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0338  DYNAMIC HT  -         194.460 (meters)     637.99  (feet)  COMP
 KB0338  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 KB0338
 KB0338  VERT ORDER  -  SECOND    CLASS 0
 KB0338
 KB0338.The horizontal coordinates were scaled from a topographic map and have
 KB0338.an estimated accuracy of +/- 6 seconds.
 KB0338
 KB0338.The orthometric height was determined by differential leveling
 KB0338.and adjusted by the National Geodetic Survey in June 1991..
 KB0338
 KB0338.The geoid height was determined by GEOID03.
 KB0338
 KB0338.The dynamic height is computed by dividing the NAVD 88
 KB0338.geopotential number by the normal gravity value computed on the
 KB0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0338.degrees latitude (g = 980.6199 gals.).
 KB0338
 KB0338.The modeled gravity was interpolated from observed gravity values.
 KB0338
 KB0338;                    North         East    Units  Estimated Accuracy
 KB0338;SPC IL E     -   286,060.      287,320.      MT  (+/- 180 meters Scaled)
 KB0338
 KB0338                          SUPERSEDED SURVEY CONTROL
 KB0338
 KB0338  NGVD 29 (??/??/92)  194.654  (m)          638.63   (f) ADJ UNCH    2 0
 KB0338
 KB0338.Superseded values are not recommended for survey control.
 KB0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0338.See file dsdata.txt to determine how the superseded data were derived.
 KB0338
 KB0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ722448(NAD 83)
 KB0338_MARKER: DB = BENCH MARK DISK
 KB0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0338_SP_SET: CULVERT
 KB0338_STAMPING: D 209 1959
 KB0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0338+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 KB0338
 KB0338  HISTORY     - Date     Condition        Report By
 KB0338  HISTORY     - 1959     MONUMENTED       CGS
 KB0338  HISTORY     - 1973     GOOD             NGS
 KB0338  HISTORY     - 20041119 GOOD             ILDT
 KB0338
 KB0338                          STATION DESCRIPTION
 KB0338
 KB0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0338'1.6 MI NE FROM SIGEL.
 KB0338'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0338'AT SIGEL, THENCE 0.35 MILES EAST ALONG AN ASPHALT ROAD, ABOUT
 KB0338'0.05 MILE WEST OF A CROSS ROADS, SET IN THE TOP OF THE NORTH
 KB0338'HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 2 1/2 FEET EAST OF THE
 KB0338'WEST END OF THE BACKWALL, 12 FEET NORTH OF THE CENTER LINE OF
 KB0338'THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 KB0338
 KB0338                          STATION RECOVERY (1973)
 KB0338
 KB0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0338'RECOVERED IN GOOD CONDITION.
 KB0338
 KB0338                          STATION RECOVERY (2004)
 KB0338
 KB0338'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0426 ***********************************************************************
 KB0426  DESIGNATION -  D 210
 KB0426  PID         -  KB0426
 KB0426  STATE/COUNTY-  IL/CUMBERLAND
 KB0426  USGS QUAD   -  WOODBURY (1985)
 KB0426
 KB0426                         *CURRENT SURVEY CONTROL
 KB0426  ___________________________________________________________________
 KB0426* NAD 83(1986)-  39 11 37.     (N)    088 18 24.     (W)     SCALED    
 KB0426* NAVD 88     -       177.801  (meters)     583.34   (feet)  ADJUSTED  
 KB0426  ___________________________________________________________________
 KB0426  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB0426  DYNAMIC HT  -         177.695 (meters)     582.99  (feet)  COMP
 KB0426  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 KB0426
 KB0426  VERT ORDER  -  SECOND    CLASS 0
 KB0426
 KB0426.The horizontal coordinates were scaled from a topographic map and have
 KB0426.an estimated accuracy of +/- 6 seconds.
 KB0426
 KB0426.The orthometric height was determined by differential leveling
 KB0426.and adjusted by the National Geodetic Survey in June 1991..
 KB0426
 KB0426.The geoid height was determined by GEOID03.
 KB0426
 KB0426.The dynamic height is computed by dividing the NAVD 88
 KB0426.geopotential number by the normal gravity value computed on the
 KB0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0426.degrees latitude (g = 980.6199 gals.).
 KB0426
 KB0426.The modeled gravity was interpolated from observed gravity values.
 KB0426
 KB0426;                    North         East    Units  Estimated Accuracy
 KB0426;SPC IL E     -   280,470.      302,300.      MT  (+/- 180 meters Scaled)
 KB0426
 KB0426                          SUPERSEDED SURVEY CONTROL
 KB0426
 KB0426  NGVD 29 (??/??/92)  177.871  (m)          583.57   (f) ADJ UNCH    2 0
 KB0426
 KB0426.Superseded values are not recommended for survey control.
 KB0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0426.See file dsdata.txt to determine how the superseded data were derived.
 KB0426
 KB0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ871390(NAD 83)
 KB0426_MARKER: DB = BENCH MARK DISK
 KB0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0426_STAMPING: D 210 1959
 KB0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0426+STABILITY: SURFACE MOTION
 KB0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0426+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 KB0426
 KB0426  HISTORY     - Date     Condition        Report By
 KB0426  HISTORY     - 1959     MONUMENTED       CGS
 KB0426  HISTORY     - 1973     GOOD             NGS
 KB0426  HISTORY     - 20050217 GOOD             ILDT
 KB0426
 KB0426                          STATION DESCRIPTION
 KB0426
 KB0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0426'4.2 MI NE FROM MONTROSE.
 KB0426'ABOUT 4.25 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST
 KB0426'OFFICE AT MONTROSE, AT THE JUNCTION OF A DRIVE SOUTH TO A FARM
 KB0426'HOUSE, 136 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 113
 KB0426'FEET WEST OF THE CENTER LINE OF THE DRIVE, 122 FEET WEST OF THE
 KB0426'CENTER OF THE CROSSING OF THE RAILROAD AND THE FARM DRIVE, 37
 KB0426'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST-BOUND TRACK
 KB0426'OF THE PENNSYLVANIA RAILROAD TRACK, 4 FEET EAST OF A TELEPHONE
 KB0426'POLE, 2.1 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 KB0426'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KB0426'INCHES.  NOTE-- THE MARK MAY BE REACHED FROM JEWETT, CUMBERLAND
 KB0426'COUNTY, BY GOING SOUTHWEST FOR 1.15 MILES ALONG A CONCRETE PAVED ROAD
 KB0426'FROM THE POST OFFICE AT JEWETT, THENCE 2.3 MILES SOUTHWEST ALONG
 KB0426'U.S. HIGHWAY 40.
 KB0426
 KB0426                          STATION RECOVERY (1973)
 KB0426
 KB0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0426'RECOVERED IN GOOD CONDITION.
 KB0426
 KB0426                          STATION RECOVERY (2005)
 KB0426
 KB0426'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1415 ***********************************************************************
 KA1415  DESIGNATION -  D 211
 KA1415  PID         -  KA1415
 KA1415  STATE/COUNTY-  IL/CLARK
 KA1415  USGS QUAD   -  CASEY (1984)
 KA1415
 KA1415                         *CURRENT SURVEY CONTROL
 KA1415  ___________________________________________________________________
 KA1415* NAD 83(1986)-  39 20 21.     (N)    087 53 53.     (W)     SCALED    
 KA1415* NAVD 88     -       177.138  (meters)     581.16   (feet)  ADJUSTED  
 KA1415  ___________________________________________________________________
 KA1415  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1415  DYNAMIC HT  -         177.035 (meters)     580.82  (feet)  COMP
 KA1415  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 KA1415
 KA1415  VERT ORDER  -  SECOND    CLASS 0
 KA1415
 KA1415.The horizontal coordinates were scaled from a topographic map and have
 KA1415.an estimated accuracy of +/- 6 seconds.
 KA1415
 KA1415.The orthometric height was determined by differential leveling
 KA1415.and adjusted by the National Geodetic Survey in June 1991..
 KA1415
 KA1415.The geoid height was determined by GEOID03.
 KA1415
 KA1415.The dynamic height is computed by dividing the NAVD 88
 KA1415.geopotential number by the normal gravity value computed on the
 KA1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1415.degrees latitude (g = 980.6199 gals.).
 KA1415
 KA1415.The modeled gravity was interpolated from observed gravity values.
 KA1415
 KA1415;                    North         East    Units  Estimated Accuracy
 KA1415;SPC IL E     -   296,720.      337,530.      MT  (+/- 180 meters Scaled)
 KA1415
 KA1415                          SUPERSEDED SURVEY CONTROL
 KA1415
 KA1415  NGVD 29 (??/??/92)  177.208  (m)          581.39   (f) ADJ UNCH    2 0
 KA1415
 KA1415.Superseded values are not recommended for survey control.
 KA1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1415.See file dsdata.txt to determine how the superseded data were derived.
 KA1415
 KA1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ226548(NAD 83)
 KA1415_MARKER: DB = BENCH MARK DISK
 KA1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1415_SP_SET: BRIDGE
 KA1415_STAMPING: D 211 1959
 KA1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1415
 KA1415  HISTORY     - Date     Condition        Report By
 KA1415  HISTORY     - 1959     MONUMENTED       CGS
 KA1415
 KA1415                          STATION DESCRIPTION
 KA1415
 KA1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1415'1 MI SW FROM MARTINSVILLE.
 KA1415'0.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1415'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, SET IN THE TOP OF THE
 KA1415'SOUTH END OF THE BACKWALL AT THE WEST-NORTHWEST CORNER OF A 250-FOOT
 KA1415'BRIDGE OVER EMBARRASS RIVER, 19 FEET NORTH OF THE CENTER LINE OF
 KA1415'THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KA1415'NOTE-- THIS MARK IS NOT NEEDED FOR SPACING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0948 ***********************************************************************
 JB0948  DESIGNATION -  D 212
 JB0948  PID         -  JB0948
 JB0948  STATE/COUNTY-  IL/FAYETTE
 JB0948  USGS QUAD   -  MULBERRY GROVE (1980)
 JB0948
 JB0948                         *CURRENT SURVEY CONTROL
 JB0948  ___________________________________________________________________
 JB0948* NAD 83(1986)-  38 55 34.     (N)    089 15 17.     (W)     SCALED    
 JB0948* NAVD 88     -       168.183  (meters)     551.78   (feet)  ADJUSTED  
 JB0948  ___________________________________________________________________
 JB0948  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JB0948  DYNAMIC HT  -         168.079 (meters)     551.44  (feet)  COMP
 JB0948  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 JB0948
 JB0948  VERT ORDER  -  SECOND    CLASS 0
 JB0948
 JB0948.The horizontal coordinates were scaled from a topographic map and have
 JB0948.an estimated accuracy of +/- 6 seconds.
 JB0948
 JB0948.The orthometric height was determined by differential leveling
 JB0948.and adjusted by the National Geodetic Survey in June 1991..
 JB0948
 JB0948.The geoid height was determined by GEOID03.
 JB0948
 JB0948.The dynamic height is computed by dividing the NAVD 88
 JB0948.geopotential number by the normal gravity value computed on the
 JB0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0948.degrees latitude (g = 980.6199 gals.).
 JB0948
 JB0948.The modeled gravity was interpolated from observed gravity values.
 JB0948
 JB0948;                    North         East    Units  Estimated Accuracy
 JB0948;SPC IL E     -   251,180.      220,100.      MT  (+/- 180 meters Scaled)
 JB0948
 JB0948                          SUPERSEDED SURVEY CONTROL
 JB0948
 JB0948  NGVD 29 (??/??/92)  168.308  (m)          552.19   (f) ADJ UNCH    2 0
 JB0948
 JB0948.Superseded values are not recommended for survey control.
 JB0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0948.See file dsdata.txt to determine how the superseded data were derived.
 JB0948
 JB0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ045109(NAD 83)
 JB0948_MARKER: DB = BENCH MARK DISK
 JB0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0948_STAMPING: D 212 1960
 JB0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0948+STABILITY: SURFACE MOTION
 JB0948
 JB0948  HISTORY     - Date     Condition        Report By
 JB0948  HISTORY     - 1960     MONUMENTED       CGS
 JB0948
 JB0948                          STATION DESCRIPTION
 JB0948
 JB0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0948'1.3 MI NE FROM MULBERRY GROVE.
 JB0948'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0948'WITH SOUTH MAPLE STREET IN MULBERRY GROVE, THENCE 0.3 MILE
 JB0948'NORTHWEST ALONG ALTERNATE U.S. HIGHWAY 40, ABOUT 0.1 MILE
 JB0948'SOUTHEAST OF THE SOUTHEAST END OF A CURVE WITH TANGENTS EXTENDING
 JB0948'TO THE SOUTHEAST AND WEST, AT A HOUSE ON THE NORTHEAST SIDE
 JB0948'OF THE HIGHWAY, 31 FEET NORTHEAST OF THE CENTER LINE OF THE
 JB0948'HIGHWAY, 1 1/2 FEET WEST OF A FENCE, 175 FEET SOUTHEAST OF THE
 JB0948'CENTER LINE OF THE DRIVE SOUTHEAST TO THE HOUSE 1.2 FEET SOUTHWEST
 JB0948'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JB0948'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JB0948'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1408 ***********************************************************************
 JB1408  DESIGNATION -  D 213
 JB1408  PID         -  JB1408
 JB1408  STATE/COUNTY-  IL/MADISON
 JB1408  USGS QUAD   -  ST ROSE (1962)
 JB1408
 JB1408                         *CURRENT SURVEY CONTROL
 JB1408  ___________________________________________________________________
 JB1408* NAD 83(1986)-  38 42 54.     (N)    089 36 03.     (W)     SCALED    
 JB1408* NAVD 88     -       167.800  (meters)     550.52   (feet)  ADJUSTED  
 JB1408  ___________________________________________________________________
 JB1408  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JB1408  DYNAMIC HT  -         167.695 (meters)     550.18  (feet)  COMP
 JB1408  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 JB1408
 JB1408  VERT ORDER  -  SECOND    CLASS 0
 JB1408
 JB1408.The horizontal coordinates were scaled from a topographic map and have
 JB1408.an estimated accuracy of +/- 6 seconds.
 JB1408
 JB1408.The orthometric height was determined by differential leveling
 JB1408.and adjusted by the National Geodetic Survey in June 1991..
 JB1408
 JB1408.The geoid height was determined by GEOID03.
 JB1408
 JB1408.The dynamic height is computed by dividing the NAVD 88
 JB1408.geopotential number by the normal gravity value computed on the
 JB1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1408.degrees latitude (g = 980.6199 gals.).
 JB1408
 JB1408.The modeled gravity was interpolated from observed gravity values.
 JB1408
 JB1408;                    North         East    Units  Estimated Accuracy
 JB1408;SPC IL W     -   227,480.      749,210.      MT  (+/- 180 meters Scaled)
 JB1408
 JB1408                          SUPERSEDED SURVEY CONTROL
 JB1408
 JB1408  NGVD 29 (??/??/92)  167.920  (m)          550.92   (f) ADJ UNCH    2 0
 JB1408
 JB1408.Superseded values are not recommended for survey control.
 JB1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1408.See file dsdata.txt to determine how the superseded data were derived.
 JB1408
 JB1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH738883(NAD 83)
 JB1408_MARKER: DB = BENCH MARK DISK
 JB1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1408_STAMPING: D 213 1960
 JB1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1408+STABILITY: SURFACE MOTION
 JB1408
 JB1408  HISTORY     - Date     Condition        Report By
 JB1408  HISTORY     - 1960     MONUMENTED       CGS
 JB1408
 JB1408                          STATION DESCRIPTION
 JB1408
 JB1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1408'11.1 MI N FROM BREESE.
 JB1408'ABOUT 3.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1408'THE STATION AT BREESE, THENCE 6.75 MILES NORTH ALONG AN ASPHALT
 JB1408'AND A GRAVEL ROAD, THENCE 0.25 MILE WEST ALONG AN OILED ROAD,
 JB1408'THENCE 0.4 MILE NORTH ALONG AN OILED ROAD, AT A DRIVE EAST TO
 JB1408'A FARM HOUSE, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 22
 JB1408'FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1 1/2 FEET WEST OF A
 JB1408'FENCE, 14 FEET NORTH OF THE NORTH END OF A METAL GATE, 2.0
 JB1408'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE
 JB1408'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB1408'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0747 ***********************************************************************
 JB0747  DESIGNATION -  D 214
 JB0747  PID         -  JB0747
 JB0747  STATE/COUNTY-  IL/EFFINGHAM
 JB0747  USGS QUAD   -  EDGEWOOD (1985)
 JB0747
 JB0747                         *CURRENT SURVEY CONTROL
 JB0747  ___________________________________________________________________
 JB0747* NAD 83(1986)-  38 54 52.     (N)    088 42 25.     (W)     SCALED    
 JB0747* NAVD 88     -       173.795  (meters)     570.19   (feet)  ADJUSTED  
 JB0747  ___________________________________________________________________
 JB0747  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JB0747  DYNAMIC HT  -         173.688 (meters)     569.84  (feet)  COMP
 JB0747  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 JB0747
 JB0747  VERT ORDER  -  SECOND    CLASS 0
 JB0747
 JB0747.The horizontal coordinates were scaled from a topographic map and have
 JB0747.an estimated accuracy of +/- 6 seconds.
 JB0747
 JB0747.The orthometric height was determined by differential leveling
 JB0747.and adjusted by the National Geodetic Survey in June 1991..
 JB0747
 JB0747.The geoid height was determined by GEOID03.
 JB0747
 JB0747.The dynamic height is computed by dividing the NAVD 88
 JB0747.geopotential number by the normal gravity value computed on the
 JB0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0747.degrees latitude (g = 980.6199 gals.).
 JB0747
 JB0747.The modeled gravity was interpolated from observed gravity values.
 JB0747
 JB0747;                    North         East    Units  Estimated Accuracy
 JB0747;SPC IL E     -   249,550.      267,600.      MT  (+/- 180 meters Scaled)
 JB0747
 JB0747                          SUPERSEDED SURVEY CONTROL
 JB0747
 JB0747  NGVD 29 (??/??/92)  173.895  (m)          570.52   (f) ADJ UNCH    2 0
 JB0747
 JB0747.Superseded values are not recommended for survey control.
 JB0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0747.See file dsdata.txt to determine how the superseded data were derived.
 JB0747
 JB0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ520086(NAD 83)
 JB0747_MARKER: DB = BENCH MARK DISK
 JB0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0747_STAMPING: D 214 1960
 JB0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0747+STABILITY: SURFACE MOTION
 JB0747
 JB0747  HISTORY     - Date     Condition        Report By
 JB0747  HISTORY     - 1960     MONUMENTED       CGS
 JB0747
 JB0747                          STATION DESCRIPTION
 JB0747
 JB0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0747'2.4 MI W FROM EDGEWOOD.
 JB0747'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 JB0747'WITH THE BALTIMORE AND OHIO RAILROAD IN EDGEWOOD, THENCE 1.95
 JB0747'MILES WEST ALONG A DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD
 JB0747'SOUTH, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET
 JB0747'EAST OF THE EXTENDED CENTER LINE OF THE DIRT ROAD SOUTH, 7 1/2
 JB0747'FEET NORTH-NORTHEAST OF THE CENTER OF THE JUNCTION, 1 FOOT SOUTH
 JB0747'OF A FENCE, 1 1/2 FEET SOUTHWEST OF A FENCE CORNER, 2.8 FEET
 JB0747'EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB0747'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2009 ***********************************************************************
 JB2009  DESIGNATION -  D 215 RESET
 JB2009  PID         -  JB2009
 JB2009  STATE/COUNTY-  IL/MARION
 JB2009  USGS QUAD   -  SALEM SOUTH (1978)
 JB2009
 JB2009                         *CURRENT SURVEY CONTROL
 JB2009  ___________________________________________________________________
 JB2009* NAD 83(1986)-  38 35 30.     (N)    088 58 52.     (W)     SCALED    
 JB2009* NAVD 88     -       157.18   (meters)     515.7    (feet)  RESET     
 JB2009  ___________________________________________________________________
 JB2009  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JB2009
 JB2009  VERT ORDER  -  THIRD
 JB2009
 JB2009.The horizontal coordinates were scaled from a topographic map and have
 JB2009.an estimated accuracy of +/- 6 seconds.
 JB2009
 JB2009.The orthometric height was computed from unverified reset data.
 JB2009.No vertical observational check was made to the station.
 JB2009
 JB2009.The geoid height was determined by GEOID03.
 JB2009
 JB2009;                    North         East    Units  Estimated Accuracy
 JB2009;SPC IL E     -   213,850.      243,570.      MT  (+/- 180 meters Scaled)
 JB2009
 JB2009                          SUPERSEDED SURVEY CONTROL
 JB2009
 JB2009  NGVD 29 (03/28/06)  157.29   (m)          516.0    (f) RESET       3  
 JB2009
 JB2009.Superseded values are not recommended for survey control.
 JB2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2009.See file dsdata.txt to determine how the superseded data were derived.
 JB2009
 JB2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH274733(NAD 83)
 JB2009_MARKER: DV = VERTICAL CONTROL DISK
 JB2009_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JB2009_SP_SET: CULVERT
 JB2009_STAMPING: D 215 RESET 1990
 JB2009_MARK LOGO: NGS   
 JB2009_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB2009+STABILITY: SURFACE MOTION
 JB2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JB2009+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2009
 JB2009  HISTORY     - Date     Condition        Report By
 JB2009  HISTORY     - 1990     MONUMENTED       NGS
 JB2009
 JB2009                          STATION DESCRIPTION
 JB2009
 JB2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2009'3.0 MILES SOUTHWEST OF THE TOWN OF SALEM ALONG COUNTY ROAD 875E.  TO
 JB2009'REACH FROM THE INTERSECTION OF U.S. ROUTE 50 AND INTERSTATE ROUTE 57
 JB2009'ON THE WEST SIDE OF SALEM, PROCEED WEST ON ROUTE 50 FOR 0.2 MI (0.3
 JB2009'KM) TO THE FIRST ROAD LEFT.  TURN LEFT AND PROCEED SOUTH FOR 0.2 MI
 JB2009'(0.3 KM) TO A RAILROAD GRADE CROSSING AND A JOG RIGHT IN THE ROAD,
 JB2009'CONTINUE SOUTH 1.1 MI (1.8 KM) TO A STOP SIGN.  CONTINUE SOUTH FOR
 JB2009'1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT, 4.2 M (13.8 FT) WEST OF THE
 JB2009'CENTERLINE OF THE ROAD, 0.1 MI (0.2 KM) NORTH OF COUNTY ROAD 800N, IN
 JB2009'THE SOUTHWEST ABUTMENT OF A CONCRETE CULVERT, AND 0.6 M (2.0 FT)
 JB2009'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0382 ***********************************************************************
 JB0382  DESIGNATION -  D 216
 JB0382  PID         -  JB0382
 JB0382  STATE/COUNTY-  IL/JEFFERSON
 JB0382  USGS QUAD   -  MOUNT VERNON (1978)
 JB0382
 JB0382                         *CURRENT SURVEY CONTROL
 JB0382  ___________________________________________________________________
 JB0382* NAD 83(1986)-  38 16 47.     (N)    088 55 45.     (W)     SCALED    
 JB0382* NAVD 88     -       145.923  (meters)     478.75   (feet)  ADJUSTED  
 JB0382  ___________________________________________________________________
 JB0382  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JB0382  DYNAMIC HT  -         145.830 (meters)     478.44  (feet)  COMP
 JB0382  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 JB0382
 JB0382  VERT ORDER  -  SECOND    CLASS 0
 JB0382
 JB0382.The horizontal coordinates were scaled from a topographic map and have
 JB0382.an estimated accuracy of +/- 6 seconds.
 JB0382
 JB0382.The orthometric height was determined by differential leveling
 JB0382.and adjusted by the National Geodetic Survey in June 1991..
 JB0382
 JB0382.The geoid height was determined by GEOID03.
 JB0382
 JB0382.The dynamic height is computed by dividing the NAVD 88
 JB0382.geopotential number by the normal gravity value computed on the
 JB0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0382.degrees latitude (g = 980.6199 gals.).
 JB0382
 JB0382.The modeled gravity was interpolated from observed gravity values.
 JB0382
 JB0382;                    North         East    Units  Estimated Accuracy
 JB0382;SPC IL E     -   179,190.      247,870.      MT  (+/- 180 meters Scaled)
 JB0382
 JB0382                          SUPERSEDED SURVEY CONTROL
 JB0382
 JB0382  NGVD 29 (??/??/92)  146.034  (m)          479.11   (f) ADJ UNCH    2 0
 JB0382
 JB0382.Superseded values are not recommended for survey control.
 JB0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0382.See file dsdata.txt to determine how the superseded data were derived.
 JB0382
 JB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH312386(NAD 83)
 JB0382_MARKER: DB = BENCH MARK DISK
 JB0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0382_STAMPING: D 216 1960
 JB0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0382+STABILITY: SURFACE MOTION
 JB0382
 JB0382  HISTORY     - Date     Condition        Report By
 JB0382  HISTORY     - 1960     MONUMENTED       CGS
 JB0382  HISTORY     - 1961     GOOD             NGS
 JB0382
 JB0382                          STATION DESCRIPTION
 JB0382
 JB0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB0382'AT MT VERNON.
 JB0382'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0382'IN MT. VERNON, THENCE 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 JB0382'148, THENCE 0.45 MILE SOUTH ALONG AN OILED ROAD, AT A DRIVE EAST
 JB0382'TO A BARNYARD, ABOUT 0.05 MILE SOUTH OF A FARM HOUSE EAST OF
 JB0382'THE ROAD, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET
 JB0382'NORTH OF THE CENTER LINE OF THE DRIVE, 1 FOOT WEST OF A FENCE,
 JB0382'9 FEET NORTH OF A FENCE CORNER, 97 FEET SOUTHEAST OF A POWER POLE
 JB0382'WITH A TRANSFORMER, 1.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 JB0382'POST, ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB0382'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0930 ***********************************************************************
 HB0930  DESIGNATION -  D 217
 HB0930  PID         -  HB0930
 HB0930  STATE/COUNTY-  IL/PULASKI
 HB0930  USGS QUAD   -  DONGOLA (1996)
 HB0930
 HB0930                         *CURRENT SURVEY CONTROL
 HB0930  ___________________________________________________________________
 HB0930* NAD 83(1986)-  37 15 00.     (N)    089 09 25.     (W)     SCALED    
 HB0930* NAVD 88     -       113.323  (meters)     371.79   (feet)  ADJUSTED  
 HB0930  ___________________________________________________________________
 HB0930  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB0930  DYNAMIC HT  -         113.242 (meters)     371.53  (feet)  COMP
 HB0930  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 HB0930
 HB0930  VERT ORDER  -  SECOND    CLASS 0
 HB0930
 HB0930.The horizontal coordinates were scaled from a topographic map and have
 HB0930.an estimated accuracy of +/- 6 seconds.
 HB0930
 HB0930.The orthometric height was determined by differential leveling
 HB0930.and adjusted by the National Geodetic Survey in June 1991..
 HB0930
 HB0930.The geoid height was determined by GEOID03.
 HB0930
 HB0930.The dynamic height is computed by dividing the NAVD 88
 HB0930.geopotential number by the normal gravity value computed on the
 HB0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0930.degrees latitude (g = 980.6199 gals.).
 HB0930
 HB0930.The modeled gravity was interpolated from observed gravity values.
 HB0930
 HB0930;                    North         East    Units  Estimated Accuracy
 HB0930;SPC IL W     -    65,210.      789,580.      MT  (+/- 180 meters Scaled)
 HB0930
 HB0930                          SUPERSEDED SURVEY CONTROL
 HB0930
 HB0930  NGVD 29 (??/??/??)  113.266  (m)          371.61   (f) ADJUSTED    2 0
 HB0930
 HB0930.Superseded values are not recommended for survey control.
 HB0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0930.See file dsdata.txt to determine how the superseded data were derived.
 HB0930
 HB0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG087247(NAD 83)
 HB0930_MARKER: DB = BENCH MARK DISK
 HB0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0930_STAMPING: D 217 1960
 HB0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0930+STABILITY: SURFACE MOTION
 HB0930
 HB0930  HISTORY     - Date     Condition        Report By
 HB0930  HISTORY     - 1960     MONUMENTED       CGS
 HB0930
 HB0930                          STATION DESCRIPTION
 HB0930
 HB0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0930'3.6 MI SE FROM ULLIN.
 HB0930'ABOUT 0.4 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION
 HB0930'WITH FIRST NORTH STREET IN ULLIN, THENCE 0.45 MILE EAST ALONG
 HB0930'A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 HB0930'1.1 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.25 MILE SOUTH AND
 HB0930'EAST ALONG A GRAVEL ROAD, THENCE 0.15 MILE WEST ALONG A GRAVEL
 HB0930'ROAD, THENCE 0.5 MILE SOUTH ALONG A DIRT ROAD TO THE END OF THE
 HB0930'DIRT ROAD AND A DRIVE WEST TO A FARM HOUSE, 226 FEET WEST OF THE
 HB0930'CENTER LINE OF THE DIRT ROAD FROM THE JUNCTION OF THE DIRT ROAD
 HB0930'AND THE DRIVE WEST, 9 FEET NORTH OF THE CENTER LINE OF THE DRIVE,
 HB0930'2 FEET WEST OF POWER POLE 1-1/2-F-1, 81 FEET NORTH-NORTHWEST OF
 HB0930'THE NORTHWEST CORNER OF AN ABANDONED HOUSE, 1.8 FEET EAST OF A
 HB0930'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE DRIVE
 HB0930'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HB0930'NOTE-- THIS MARK WAS SET IN THE WAY OF HIGHWAY CONSTRUCTION AND
 HB0930'WAS DESTROYED BY THIS PARTY.  A NEW MARK K 217 WAS SET IN THE
 HB0930'NEAR VICINITY TO REPLACE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1418 ***********************************************************************
 JB1418  DESIGNATION -  D 218
 JB1418  PID         -  JB1418
 JB1418  STATE/COUNTY-  IL/MADISON
 JB1418  USGS QUAD   -  WORDEN (1991)
 JB1418
 JB1418                         *CURRENT SURVEY CONTROL
 JB1418  ___________________________________________________________________
 JB1418* NAD 83(1986)-  38 59 26.     (N)    089 46 56.     (W)     SCALED    
 JB1418* NAVD 88     -       186.949  (meters)     613.35   (feet)  ADJUSTED  
 JB1418  ___________________________________________________________________
 JB1418  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JB1418  DYNAMIC HT  -         186.839 (meters)     612.99  (feet)  COMP
 JB1418  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 JB1418
 JB1418  VERT ORDER  -  SECOND    CLASS 0
 JB1418
 JB1418.The horizontal coordinates were scaled from a topographic map and have
 JB1418.an estimated accuracy of +/- 6 seconds.
 JB1418
 JB1418.The orthometric height was determined by differential leveling
 JB1418.and adjusted by the National Geodetic Survey in June 1991..
 JB1418
 JB1418.The geoid height was determined by GEOID03.
 JB1418
 JB1418.The dynamic height is computed by dividing the NAVD 88
 JB1418.geopotential number by the normal gravity value computed on the
 JB1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1418.degrees latitude (g = 980.6199 gals.).
 JB1418
 JB1418.The modeled gravity was interpolated from observed gravity values.
 JB1418
 JB1418;                    North         East    Units  Estimated Accuracy
 JB1418;SPC IL W     -   257,990.      733,310.      MT  (+/- 180 meters Scaled)
 JB1418
 JB1418                          SUPERSEDED SURVEY CONTROL
 JB1418
 JB1418  NGVD 29 (??/??/92)  187.067  (m)          613.74   (f) ADJ UNCH    2 0
 JB1418
 JB1418.Superseded values are not recommended for survey control.
 JB1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1418.See file dsdata.txt to determine how the superseded data were derived.
 JB1418
 JB1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ590194(NAD 83)
 JB1418_MARKER: DB = BENCH MARK DISK
 JB1418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1418_SP_SET: CULVERT
 JB1418_STAMPING: D 218 1960
 JB1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1418
 JB1418  HISTORY     - Date     Condition        Report By
 JB1418  HISTORY     - 1960     MONUMENTED       CGS
 JB1418  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1418
 JB1418                          STATION DESCRIPTION
 JB1418
 JB1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1418'3.6 MI S FROM STAUNTON.
 JB1418'ABOUT 1.3 MILES NORTHEAST ALONG THE STAUNTON AND LITCHFIELD ROAD
 JB1418'FROM THE PUBLIC PARK, THENCE 2.25 MILES SOUTHWEST ALONG OLD U.S.
 JB1418'HIGHWAY 66 AT JUNCTION OF WILLIAMSON ROAD EAST AND A GRAVEL ROAD
 JB1418'WEST, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A
 JB1418'TWO FOOT CONCRETE BOX CULVERT, 18 FEET WEST OF THE CENTER LINE
 JB1418'OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 JB1418'ROAD, 25 FEET NORTH OF THE EXTENDED CENTER LINE OF THE WILLIAMSON
 JB1418'ROAD EAST, 33 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, AND
 JB1418'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JB1418
 JB1418                          STATION RECOVERY (1987)
 JB1418
 JB1418'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1057 ***********************************************************************
 KB1057  DESIGNATION -  D 219
 KB1057  PID         -  KB1057
 KB1057  STATE/COUNTY-  IL/SANGAMON
 KB1057  USGS QUAD   -  CHATHAM (1976)
 KB1057
 KB1057                         *CURRENT SURVEY CONTROL
 KB1057  ___________________________________________________________________
 KB1057* NAD 83(1986)-  39 41 01.     (N)    089 39 02.     (W)     SCALED    
 KB1057* NAVD 88     -       178.521  (meters)     585.70   (feet)  ADJUSTED  
 KB1057  ___________________________________________________________________
 KB1057  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KB1057  DYNAMIC HT  -         178.422 (meters)     585.37  (feet)  COMP
 KB1057  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 KB1057
 KB1057  VERT ORDER  -  SECOND    CLASS 0
 KB1057
 KB1057.The horizontal coordinates were scaled from a topographic map and have
 KB1057.an estimated accuracy of +/- 6 seconds.
 KB1057
 KB1057.The orthometric height was determined by differential leveling
 KB1057.and adjusted by the National Geodetic Survey in June 1991..
 KB1057
 KB1057.The geoid height was determined by GEOID03.
 KB1057
 KB1057.The dynamic height is computed by dividing the NAVD 88
 KB1057.geopotential number by the normal gravity value computed on the
 KB1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1057.degrees latitude (g = 980.6199 gals.).
 KB1057
 KB1057.The modeled gravity was interpolated from observed gravity values.
 KB1057
 KB1057;                    North         East    Units  Estimated Accuracy
 KB1057;SPC IL W     -   334,990.      744,270.      MT  (+/- 180 meters Scaled)
 KB1057
 KB1057                          SUPERSEDED SURVEY CONTROL
 KB1057
 KB1057  NGVD 29 (??/??/92)  178.635  (m)          586.07   (f) ADJ UNCH    2 0
 KB1057
 KB1057.Superseded values are not recommended for survey control.
 KB1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1057.See file dsdata.txt to determine how the superseded data were derived.
 KB1057
 KB1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ726960(NAD 83)
 KB1057_MARKER: DB = BENCH MARK DISK
 KB1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1057_STAMPING: D 219 1960
 KB1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1057+STABILITY: SURFACE MOTION
 KB1057
 KB1057  HISTORY     - Date     Condition        Report By
 KB1057  HISTORY     - 1960     MONUMENTED       CGS
 KB1057  HISTORY     - 1976     GOOD             NGS
 KB1057
 KB1057                          STATION DESCRIPTION
 KB1057
 KB1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1057'5.2 MI SW FROM SPRINGFIELD.
 KB1057'5.0 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND
 KB1057'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.15
 KB1057'MILES WEST ALONG AN OILED ROAD, THENCE 0.05 MILES SOUTH ALONG AN
 KB1057'OILED ROAD, AT THE JUNCTION OF A DRIVE EAST TO A HOUSE, 19 FEET
 KB1057'WEST OF THE CENTER LINE OF THE ROAD, 44 FEET NORTH OF THE
 KB1057'EXTENDED CENTER LINE OF THE DRIVE, 2 FEET EAST OF A POWER POLE,
 KB1057'1.9 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 KB1057'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KB1057'WITH THE GROUND.
 KB1057
 KB1057                          STATION RECOVERY (1976)
 KB1057
 KB1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0025 ***********************************************************************
 LC0025  DESIGNATION -  D 22
 LC0025  PID         -  LC0025
 LC0025  STATE/COUNTY-  IL/FORD
 LC0025  USGS QUAD   -  SIBLEY (1986)
 LC0025
 LC0025                         *CURRENT SURVEY CONTROL
 LC0025  ___________________________________________________________________
 LC0025* NAD 83(1986)-  40 31 48.     (N)    088 22 48.     (W)     SCALED    
 LC0025* NAVD 88     -       244.792  (meters)     803.12   (feet)  ADJUSTED  
 LC0025  ___________________________________________________________________
 LC0025  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0025  DYNAMIC HT  -         244.679 (meters)     802.75  (feet)  COMP
 LC0025  MODELED GRAV-     980,158.5   (mgal)                       NAVD 88
 LC0025
 LC0025  VERT ORDER  -  SECOND    CLASS 0
 LC0025
 LC0025.The horizontal coordinates were scaled from a topographic map and have
 LC0025.an estimated accuracy of +/- 6 seconds.
 LC0025
 LC0025.The orthometric height was determined by differential leveling
 LC0025.and adjusted by the National Geodetic Survey in June 1991..
 LC0025
 LC0025.The geoid height was determined by GEOID03.
 LC0025
 LC0025.The dynamic height is computed by dividing the NAVD 88
 LC0025.geopotential number by the normal gravity value computed on the
 LC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0025.degrees latitude (g = 980.6199 gals.).
 LC0025
 LC0025.The modeled gravity was interpolated from observed gravity values.
 LC0025
 LC0025;                    North         East    Units  Estimated Accuracy
 LC0025;SPC IL E     -   428,850.      296,050.      MT  (+/- 180 meters Scaled)
 LC0025
 LC0025                          SUPERSEDED SURVEY CONTROL
 LC0025
 LC0025  NGVD 29 (??/??/92)  244.845  (m)          803.30   (f) ADJ UNCH    2 0
 LC0025
 LC0025.Superseded values are not recommended for survey control.
 LC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0025.See file dsdata.txt to determine how the superseded data were derived.
 LC0025
 LC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK831875(NAD 83)
 LC0025_MARKER: DB = BENCH MARK DISK
 LC0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0025_STAMPING: D 22 1934
 LC0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0025+STABILITY: SURFACE MOTION
 LC0025
 LC0025  HISTORY     - Date     Condition        Report By
 LC0025  HISTORY     - 1934     MONUMENTED       CGS
 LC0025  HISTORY     - 1984     GOOD             USPSQD
 LC0025  HISTORY     - 20030726 MARK NOT FOUND   USPSQD
 LC0025
 LC0025                          STATION DESCRIPTION
 LC0025
 LC0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0025'1 MI N FROM GARBER.
 LC0025'1.0 MILE NORTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 LC0025'GARBER, FORD COUNTY, 33 POLES SOUTH OF MILEPOST 108, AT A
 LC0025'PUBLIC-ROAD CROSSING, 18 FEET SOUTH OF THE CENTERLINE OF THE
 LC0025'ROAD, 18 FEET WEST OF THE CENTERLINE OF THE TRACK, 3 FEET EAST
 LC0025'AND ONE FOOT NORTH OF A FENCE CORNER, AND ABOUT LEVEL WITH THE
 LC0025'TRACK.  A STANDARD DISK, STAMPED D 22 1934 AND SET IN THE TOP
 LC0025'OF A CONCRETE POST.
 LC0025
 LC0025                          STATION RECOVERY (1984)
 LC0025
 LC0025'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LC0025'RECOVERED IN GOOD CONDITION.
 LC0025
 LC0025                          STATION RECOVERY (2003)
 LC0025
 LC0025'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRW)
 LC0025'FOUND PARTIAL CONCRETE MONUMENT ALONG WITH CHEWED UP GOVERNMENT SIGN
 LC0025'DESIGNATING SITE ON LOCATION AS DESCRIBED BY 1934 CGS. COULD NOT FIND
 LC0025'DISK. APPEARS TO HAVE BEEN DESTROYED BY MOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1097 ***********************************************************************
 LC1097  DESIGNATION -  D 220
 LC1097  PID         -  LC1097
 LC1097  STATE/COUNTY-  IL/LOGAN
 LC1097  USGS QUAD   -  LINCOLN EAST (1980)
 LC1097
 LC1097                         *CURRENT SURVEY CONTROL
 LC1097  ___________________________________________________________________
 LC1097* NAD 83(1986)-  40 08 16.     (N)    089 17 30.     (W)     SCALED    
 LC1097* NAVD 88     -       177.353  (meters)     581.87   (feet)  ADJUSTED  
 LC1097  ___________________________________________________________________
 LC1097  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC1097  DYNAMIC HT  -         177.263 (meters)     581.57  (feet)  COMP
 LC1097  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 LC1097
 LC1097  VERT ORDER  -  SECOND    CLASS 0
 LC1097
 LC1097.The horizontal coordinates were scaled from a topographic map and have
 LC1097.an estimated accuracy of +/- 6 seconds.
 LC1097
 LC1097.The orthometric height was determined by differential leveling
 LC1097.and adjusted by the National Geodetic Survey in June 1991..
 LC1097
 LC1097.The geoid height was determined by GEOID03.
 LC1097
 LC1097.The dynamic height is computed by dividing the NAVD 88
 LC1097.geopotential number by the normal gravity value computed on the
 LC1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1097.degrees latitude (g = 980.6199 gals.).
 LC1097
 LC1097.The modeled gravity was interpolated from observed gravity values.
 LC1097
 LC1097;                    North         East    Units  Estimated Accuracy
 LC1097;SPC IL W     -   385,650.      774,570.      MT  (+/- 180 meters Scaled)
 LC1097
 LC1097                          SUPERSEDED SURVEY CONTROL
 LC1097
 LC1097  NGVD 29 (??/??/92)  177.436  (m)          582.14   (f) ADJ UNCH    2 0
 LC1097
 LC1097.Superseded values are not recommended for survey control.
 LC1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1097.See file dsdata.txt to determine how the superseded data were derived.
 LC1097
 LC1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK047455(NAD 83)
 LC1097_MARKER: DB = BENCH MARK DISK
 LC1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1097_STAMPING: D 220 1960
 LC1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1097+STABILITY: SURFACE MOTION
 LC1097
 LC1097  HISTORY     - Date     Condition        Report By
 LC1097  HISTORY     - 1960     MONUMENTED       CGS
 LC1097
 LC1097                          STATION DESCRIPTION
 LC1097
 LC1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1097'4.2 MI E FROM LINCOLN.
 LC1097'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE POST
 LC1097'OFFICE IN LINCOLN, THENCE 3.0 MILES EAST ALONG A GRAVEL ROAD,
 LC1097'THENCE 0.15 MILES NORTH ALONG AN ASPHALT ROAD, AT THE JUNCTION OF
 LC1097'A DRIVE WEST TO A FARM HOUSE, 26 FEET WEST OF THE CENTER LINE OF
 LC1097'THE ROAD, 11.5 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1 FOOT
 LC1097'EAST OF THE FENCE, 3 FEET NORTH OF A POWER POLE, 4.5 FEET WEST OF
 LC1097'THE NORTH END OF A METAL PIPE CULVERT, 1.3 FEET SOUTH-SOUTHEAST OF
 LC1097'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 LC1097'TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THIS MARK MAY
 LC1097'ALSO BE REACHED FROM THE POST OFFICE IN LINCOLN BY GOING 0.5 MILES
 LC1097'NORTH ALONG NORTH MCLEAN  STREET, THENCE 3.4 MILES EAST ALONG
 LC1097'STATE HIGHWAY 10 TO THE CROSSING OF A NORTH-SOUTH ASPHALT ROAD,
 LC1097'THENCE 0.85 MILES SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0520 ***********************************************************************
 NH0520  DESIGNATION -  D 221
 NH0520  PID         -  NH0520
 NH0520  STATE/COUNTY-  IL/WINNEBAGO
 NH0520  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0520
 NH0520                         *CURRENT SURVEY CONTROL
 NH0520  ___________________________________________________________________
 NH0520* NAD 83(1986)-  42 28 43.     (N)    089 03 15.     (W)     SCALED    
 NH0520* NAVD 88     -       227.536  (meters)     746.51   (feet)  ADJUSTED  
 NH0520  ___________________________________________________________________
 NH0520  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH0520  DYNAMIC HT  -         227.466 (meters)     746.28  (feet)  COMP
 NH0520  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 NH0520
 NH0520  VERT ORDER  -  FIRST     CLASS II
 NH0520
 NH0520.The horizontal coordinates were scaled from a topographic map and have
 NH0520.an estimated accuracy of +/- 6 seconds.
 NH0520
 NH0520.The orthometric height was determined by differential leveling
 NH0520.and adjusted by the National Geodetic Survey in June 1991..
 NH0520
 NH0520.The geoid height was determined by GEOID03.
 NH0520
 NH0520.The dynamic height is computed by dividing the NAVD 88
 NH0520.geopotential number by the normal gravity value computed on the
 NH0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0520.degrees latitude (g = 980.6199 gals.).
 NH0520
 NH0520.The modeled gravity was interpolated from observed gravity values.
 NH0520
 NH0520;                    North         East    Units  Estimated Accuracy
 NH0520;SPC IL W     -   645,840.      791,470.      MT  (+/- 180 meters Scaled)
 NH0520
 NH0520                          SUPERSEDED SURVEY CONTROL
 NH0520
 NH0520  NGVD 29 (??/??/92)  227.597  (m)          746.71   (f) ADJ UNCH    1 2
 NH0520
 NH0520.Superseded values are not recommended for survey control.
 NH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0520.See file dsdata.txt to determine how the superseded data were derived.
 NH0520
 NH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN311049(NAD 83)
 NH0520_MARKER: DB = BENCH MARK DISK
 NH0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0520_SP_SET: CULVERT
 NH0520_STAMPING: D 221 1960
 NH0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0520
 NH0520  HISTORY     - Date     Condition        Report By
 NH0520  HISTORY     - 1960     MONUMENTED       CGS
 NH0520  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0520
 NH0520                          STATION DESCRIPTION
 NH0520
 NH0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0520'1.6 MI N FROM ROCKTON.
 NH0520'ABOUT 1.6 MILES NORTH LONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0520'PACIFIC RAILROAD FROM THE STATION AT ROCKTON, 0.5 MILE NORTH
 NH0520'OF MILEPOLE 71, ABOUT 20 FEET EAST OF THE EAST RAIL, IN TOP OF
 NH0520'THE NORTH END OF THE EAST HEAD WALL OF A 6-FOOT CONCRETE BOX
 NH0520'CULVERT UNDER RAILROAD BANK, AND ABOUT 6 FEET BELOW THE LEVEL
 NH0520'OF TRACK.  IN S-7, R-2 E, T-46 N.
 NH0520
 NH0520                          STATION RECOVERY (1997)
 NH0520
 NH0520'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0567 ***********************************************************************
 NH0567  DESIGNATION -  D 222
 NH0567  PID         -  NH0567
 NH0567  STATE/COUNTY-  IL/WINNEBAGO
 NH0567  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0567
 NH0567                         *CURRENT SURVEY CONTROL
 NH0567  ___________________________________________________________________
 NH0567* NAD 83(1997)-  42 17 18.96832(N)    089 05 56.23279(W)     ADJUSTED  
 NH0567* NAVD 88     -       223.628  (meters)     733.69   (feet)  ADJUSTED  
 NH0567  ___________________________________________________________________
 NH0567  X           -      74,313.261 (meters)                     COMP
 NH0567  Y           -  -4,725,045.229 (meters)                     COMP
 NH0567  Z           -   4,269,500.554 (meters)                     COMP
 NH0567  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 NH0567  ELLIP HEIGHT-         190.21  (meters)          (10/15/04) GPS OBS
 NH0567  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NH0567  DYNAMIC HT  -         223.557 (meters)     733.45  (feet)  COMP
 NH0567  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 NH0567
 NH0567  HORZ ORDER  -  B
 NH0567  VERT ORDER  -  FIRST     CLASS II
 NH0567  ELLP ORDER  -  FOURTH    CLASS II
 NH0567
 NH0567.The horizontal coordinates were established by GPS observations
 NH0567.and adjusted by the National Geodetic Survey in July 1998..
 NH0567
 NH0567.The orthometric height was determined by differential leveling
 NH0567.and adjusted by the National Geodetic Survey in June 1991..
 NH0567
 NH0567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0567
 NH0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0567
 NH0567.The ellipsoidal height was determined by GPS observations
 NH0567.and is referenced to NAD 83.
 NH0567
 NH0567.The geoid height was determined by GEOID03.
 NH0567
 NH0567.The dynamic height is computed by dividing the NAVD 88
 NH0567.geopotential number by the normal gravity value computed on the
 NH0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0567.degrees latitude (g = 980.6199 gals.).
 NH0567
 NH0567.The modeled gravity was interpolated from observed gravity values.
 NH0567
 NH0567;                    North         East     Units Scale Factor Converg.
 NH0567;SPC IL W     -   624,689.604   788,055.313   MT  1.00003655   +0 43 06.5
 NH0567;SPC IL W     - 2,049,502.48  2,585,478.14   sFT  1.00003655   +0 43 06.5
 NH0567;UTM  16      - 4,683,953.475   326,953.609   MT  0.99996846   -1 24 45.6
 NH0567
 NH0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0567!SPC IL W     -   0.99997017  x   1.00003655  =   1.00000672
 NH0567!UTM  16      -   0.99997017  x   0.99996846  =   0.99993863
 NH0567
 NH0567                          SUPERSEDED SURVEY CONTROL
 NH0567
 NH0567  ELLIP H (07/17/98)  190.25   (m)                       GP(       ) 4 1
 NH0567  NAVD 88 (07/17/98)  223.63   (m)          733.7    (f) LEVELING    3  
 NH0567  NGVD 29 (??/??/92)  223.685  (m)          733.87   (f) ADJ UNCH    1 2
 NH0567
 NH0567.Superseded values are not recommended for survey control.
 NH0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0567.See file dsdata.txt to determine how the superseded data were derived.
 NH0567
 NH0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2695483953(NAD 83)
 NH0567_MARKER: DB = BENCH MARK DISK
 NH0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0567_STAMPING: D 222
 NH0567_MARK LOGO: CGS   
 NH0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0567+STABILITY: SURFACE MOTION
 NH0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0567+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 NH0567
 NH0567  HISTORY     - Date     Condition        Report By
 NH0567  HISTORY     - 1960     MONUMENTED       CGS
 NH0567  HISTORY     - 1987     GOOD             USPSQD
 NH0567  HISTORY     - 19970323 GOOD             USPSQD
 NH0567  HISTORY     - 19970508 GOOD             NGS
 NH0567  HISTORY     - 20000901 GOOD             AYRES
 NH0567
 NH0567                          STATION DESCRIPTION
 NH0567
 NH0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0567'AT ROCKFORD.
 NH0567'AT ROCKFORD, ABOUT 1.0 MILE WEST ALONG AUBURN STREET FROM THE
 NH0567'INTERSECTION OF NORTH MAIN STREET, AT THE CROSSING OF THE
 NH0567'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, IN S-15,
 NH0567'R-1E, T-44N, 23 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 31 1/2
 NH0567'FEET NORTH OF THE NORTH CURB OF AUBURN STREET, 51 FEET NORTH
 NH0567'OF THE CENTER LINE OF AUBURN ST., 1/2 FOOT WEST OF THE WEST EDGE
 NH0567'OF WEST SIDEWALK OF HORSEMAN STREET, 32 1/2 FEET WEST OF THE
 NH0567'CENTER LINE OF HORSEMAN STREET, 19 1/2 FEET NORTHEAST OF A
 NH0567'POWER LINE POLE, IN LINE WITH ROW OF POWER LINE POLES ALONG
 NH0567'RAILROAD, ABOUT LEVEL WITH HORSEMAN STREET SIDEWALK, ABOUT 1/2
 NH0567'FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 NH0567'POST FLUSH WITH THE LEVEL OF THE SIDEWALK.
 NH0567
 NH0567                          STATION RECOVERY (1987)
 NH0567
 NH0567'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0567'RECOVERED IN GOOD CONDITION.
 NH0567
 NH0567                          STATION RECOVERY (1997)
 NH0567
 NH0567'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0567'RECOVERED IN GOOD CONDITION.
 NH0567
 NH0567                          STATION RECOVERY (1997)
 NH0567
 NH0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 NH0567'THE STATION IS LOCATED AT ROCKFORD.  TO REACH FROM THE JUNCTION OF
 NH0567'U.S. BUSINESS ROUTE 20 (STATE STREET) AND STATE ROUTE 7O (KILBURN
 NH0567'AVENUE), GO NORTH ON ROUTE 70 FOR 1.0 MI (1.6 KM) TO AUBURN STREET,
 NH0567'TURN RIGHT, EAST, FOR 0.2 MI (0.3 KM) TO RAILROAD TRACKS AND STATION
 NH0567'ON THE LEFT AFTER CROSSING TRACKS, IN A SMALL TRIANGLE OF GRASS FORMED
 NH0567'BY THE RAILROAD TRACK, AUBURN STREET, AND HORSMAN STREET, 15.5 M (50.9
 NH0567'FT) NORTH OF THE CENTERLINE OF AUBURN STREET, 9.9 M (32.5 FT) WEST OF
 NH0567'THE CENTERLINE OF HORSMAN STREET, 7.2 M (23.6 FT) SOUTHEAST OF THE
 NH0567'SOUTHEAST RAIL, 0.2 M (0.7 FT) WEST OF THE WEST EDGE OF THE WEST
 NH0567'SIDEWALK OF HORSMAN STREET, 5.9 M (19.4 FT) NORTHEAST OF A POWER POLE,
 NH0567'AND 3.3 M (10.8 FT) NORTHWEST OF A FIRE HYDRANT.
 NH0567
 NH0567                          STATION RECOVERY (2000)
 NH0567
 NH0567'RECOVERY NOTE BY AYRES ASSOCIATES 2000
 NH0567'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0623 ***********************************************************************
 NH0623  DESIGNATION -  D 223
 NH0623  PID         -  NH0623
 NH0623  STATE/COUNTY-  IL/OGLE
 NH0623  USGS QUAD   -  KINGS (1993)
 NH0623
 NH0623                         *CURRENT SURVEY CONTROL
 NH0623  ___________________________________________________________________
 NH0623* NAD 83(1986)-  42 06 04.     (N)    089 05 32.     (W)     SCALED    
 NH0623* NAVD 88     -       241.111  (meters)     791.04   (feet)  ADJUSTED  
 NH0623  ___________________________________________________________________
 NH0623  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NH0623  DYNAMIC HT  -         241.031 (meters)     790.78  (feet)  COMP
 NH0623  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 NH0623
 NH0623  VERT ORDER  -  FIRST     CLASS II
 NH0623
 NH0623.The horizontal coordinates were scaled from a topographic map and have
 NH0623.an estimated accuracy of +/- 6 seconds.
 NH0623
 NH0623.The orthometric height was determined by differential leveling
 NH0623.and adjusted by the National Geodetic Survey in June 1991..
 NH0623
 NH0623.The geoid height was determined by GEOID03.
 NH0623
 NH0623.The dynamic height is computed by dividing the NAVD 88
 NH0623.geopotential number by the normal gravity value computed on the
 NH0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0623.degrees latitude (g = 980.6199 gals.).
 NH0623
 NH0623.The modeled gravity was interpolated from observed gravity values.
 NH0623
 NH0623;                    North         East    Units  Estimated Accuracy
 NH0623;SPC IL W     -   603,870.      788,870.      MT  (+/- 180 meters Scaled)
 NH0623
 NH0623                          SUPERSEDED SURVEY CONTROL
 NH0623
 NH0623  NGVD 29 (??/??/92)  241.16   (m)          791.2    (f) COMPUTED    1 2
 NH0623
 NH0623.Superseded values are not recommended for survey control.
 NH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0623.See file dsdata.txt to determine how the superseded data were derived.
 NH0623
 NH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269631(NAD 83)
 NH0623_MARKER: DB = BENCH MARK DISK
 NH0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0623_SP_SET: CULVERT
 NH0623_STAMPING: D 223 1960
 NH0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0623
 NH0623  HISTORY     - Date     Condition        Report By
 NH0623  HISTORY     - 1960     MONUMENTED       CGS
 NH0623  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0623  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0623  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0623
 NH0623                          STATION DESCRIPTION
 NH0623
 NH0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0623'AT DAVIS JUNCTION.
 NH0623'AT DAVIS JUNCTION, AT THE CROSSING OF STATE HIGHWAY 72, IN S-23,
 NH0623'R-1E, T-42N, 0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND
 NH0623'QUINCY RAILROAD FROM THE STATION, 129 FEET WEST OF THE CENTER
 NH0623'OF CROSSING OF MAIN TRACK AND HIGHWAY 72, 20 FEET SOUTH OF THE
 NH0623'CENTER LINE OF HIGHWAY, IN TOP OF THE SOUTH HEAD WALL OF A 4-FOOT
 NH0623'CONCRETE CULVERT UNDER THE HIGHWAY, 3 FEET WEST OF THE EAST END
 NH0623'OF THE HEAD WALL, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 NH0623'HIGHWAY.
 NH0623
 NH0623                          STATION RECOVERY (1996)
 NH0623
 NH0623'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0623'MARK NOT FOUND.
 NH0623
 NH0623                          STATION RECOVERY (2001)
 NH0623
 NH0623'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0623'MARK NOT FOUND.
 NH0623
 NH0623                          STATION RECOVERY (2004)
 NH0623
 NH0623'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0624 ***********************************************************************
 NH0624  DESIGNATION -  D 223 RESET 1963
 NH0624  PID         -  NH0624
 NH0624  STATE/COUNTY-  IL/OGLE
 NH0624  USGS QUAD   -  KINGS (1993)
 NH0624
 NH0624                         *CURRENT SURVEY CONTROL
 NH0624  ___________________________________________________________________
 NH0624* NAD 83(1986)-  42 06 05.     (N)    089 05 32.     (W)     SCALED    
 NH0624* NAVD 88     -       240.781  (meters)     789.96   (feet)  ADJUSTED  
 NH0624  ___________________________________________________________________
 NH0624  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NH0624  DYNAMIC HT  -         240.701 (meters)     789.70  (feet)  COMP
 NH0624  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 NH0624
 NH0624  VERT ORDER  -  FIRST     CLASS I
 NH0624
 NH0624.The horizontal coordinates were scaled from a topographic map and have
 NH0624.an estimated accuracy of +/- 6 seconds.
 NH0624
 NH0624.The orthometric height was determined by differential leveling
 NH0624.and adjusted by the National Geodetic Survey in June 1991..
 NH0624
 NH0624.The geoid height was determined by GEOID03.
 NH0624
 NH0624.The dynamic height is computed by dividing the NAVD 88
 NH0624.geopotential number by the normal gravity value computed on the
 NH0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0624.degrees latitude (g = 980.6199 gals.).
 NH0624
 NH0624.The modeled gravity was interpolated from observed gravity values.
 NH0624
 NH0624;                    North         East    Units  Estimated Accuracy
 NH0624;SPC IL W     -   603,900.      788,870.      MT  (+/- 180 meters Scaled)
 NH0624
 NH0624                          SUPERSEDED SURVEY CONTROL
 NH0624
 NH0624  NGVD 29 (??/??/92)  240.822  (m)          790.10   (f) ADJ UNCH    1 1
 NH0624
 NH0624.Superseded values are not recommended for survey control.
 NH0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0624.See file dsdata.txt to determine how the superseded data were derived.
 NH0624
 NH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269631(NAD 83)
 NH0624_MARKER: DB = BENCH MARK DISK
 NH0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0624_SP_SET: CULVERT
 NH0624_STAMPING: D 223 RESET 1963
 NH0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0624
 NH0624  HISTORY     - Date     Condition        Report By
 NH0624  HISTORY     - 1963     MONUMENTED       CGS
 NH0624  HISTORY     - 1970     GOOD             NGS
 NH0624  HISTORY     - 1987     GOOD             USPSQD
 NH0624  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0624  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0624  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0624
 NH0624                          STATION DESCRIPTION
 NH0624
 NH0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0624'0.1 MI N FROM DAVIS JUNCTION.
 NH0624'ABOUT 0.1 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0624'RAILROAD FROM THE RAILROAD STATION AT DAVIS JUNCTION, 129 FEET
 NH0624'WEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND STATE
 NH0624'HIGHWAY 72, 122 1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 NH0624'SET IN THE TOP AND 3.0 FEET WEST OF THE EAST END OF THE SOUTH
 NH0624'CONCRETE HEADWALL OF A CONCRETE BOX CULVERT, 20 FEET SOUTH OF
 NH0624'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT BELOW THE
 NH0624'LEVEL OF THE HIGHWAY.  SEC 23, T42N, R1E.
 NH0624
 NH0624                          STATION RECOVERY (1987)
 NH0624
 NH0624'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0624'RECOVERED IN GOOD CONDITION.
 NH0624
 NH0624                          STATION RECOVERY (1996)
 NH0624
 NH0624'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0624'MARK NOT FOUND.
 NH0624
 NH0624                          STATION RECOVERY (2001)
 NH0624
 NH0624'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0624'CULVERT REPLACED
 NH0624
 NH0624                          STATION RECOVERY (2004)
 NH0624
 NH0624'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0558 ***********************************************************************
 MF0558  DESIGNATION -  D 224
 MF0558  PID         -  MF0558
 MF0558  STATE/COUNTY-  IL/LEE
 MF0558  USGS QUAD   -  STEWARD (1993)
 MF0558
 MF0558                         *CURRENT SURVEY CONTROL
 MF0558  ___________________________________________________________________
 MF0558* NAD 83(1986)-  41 51 42.     (N)    089 01 42.     (W)     SCALED    
 MF0558* NAVD 88     -       244.694  (meters)     802.80   (feet)  ADJUSTED  
 MF0558  ___________________________________________________________________
 MF0558  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0558  DYNAMIC HT  -         244.605 (meters)     802.51  (feet)  COMP
 MF0558  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 MF0558
 MF0558  VERT ORDER  -  FIRST     CLASS I
 MF0558
 MF0558.The horizontal coordinates were scaled from a topographic map and have
 MF0558.an estimated accuracy of +/- 6 seconds.
 MF0558
 MF0558.The orthometric height was determined by differential leveling
 MF0558.and adjusted by the National Geodetic Survey in June 1991..
 MF0558.WARNING-Repeat measurements at this control monument indicate possible
 MF0558.vertical movement.
 MF0558
 MF0558.The geoid height was determined by GEOID03.
 MF0558
 MF0558.The dynamic height is computed by dividing the NAVD 88
 MF0558.geopotential number by the normal gravity value computed on the
 MF0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0558.degrees latitude (g = 980.6199 gals.).
 MF0558
 MF0558.The modeled gravity was interpolated from observed gravity values.
 MF0558
 MF0558;                    North         East    Units  Estimated Accuracy
 MF0558;SPC IL W     -   577,350.      794,510.      MT  (+/- 180 meters Scaled)
 MF0558
 MF0558                          SUPERSEDED SURVEY CONTROL
 MF0558
 MF0558  NGVD 29 (??/??/92)  244.754  (m)          803.00   (f) ADJ UNCH    1 1
 MF0558
 MF0558.Superseded values are not recommended for survey control.
 MF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0558.See file dsdata.txt to determine how the superseded data were derived.
 MF0558
 MF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM316364(NAD 83)
 MF0558_MARKER: DB = BENCH MARK DISK
 MF0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0558_STAMPING: D 224 1960
 MF0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0558+STABILITY: SURFACE MOTION
 MF0558
 MF0558  HISTORY     - Date     Condition        Report By
 MF0558  HISTORY     - 1960     MONUMENTED       CGS
 MF0558  HISTORY     - 1969     GOOD             NGS
 MF0558  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0558  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0558  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF0558
 MF0558                          STATION DESCRIPTION
 MF0558
 MF0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0558'4.8 MI S FROM ROCHELLE.
 MF0558'ABOUT 4.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0558'RAILROAD FROM THE STATION AT ROCHELLE, 99 1/2 FEET SOUTH-SOUTHEAST
 MF0558'OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 46 1/2 FEET
 MF0558'EAST OF THE EAST RAIL OF THE MAIN TRACK, 70 FEET SOUTH OF THE
 MF0558'CENTER LINE OF THE ROAD, 58 FEET SOUTHEAST OF THE SOUTH END OF
 MF0558'A 24-INCH CONCRETE TUBULAR CULVERT, 42 1/2 FEET SOUTH OF A
 MF0558'CONCRETE CORNER FENCE POST, 21 FEET EAST-NORTHEAST OF A TELEPHONE
 MF0558'POLE WHICH IS BRACED BY 2 GUY WIRES, 1 FOOT WEST OF A FENCE, ABOUT
 MF0558'4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 MF0558'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 MF0558'GROUND.  SEC 17, T39N, R2E
 MF0558
 MF0558                          STATION RECOVERY (1995)
 MF0558
 MF0558'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0558'MARK NOT FOUND.
 MF0558
 MF0558                          STATION RECOVERY (2002)
 MF0558
 MF0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0558'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0558
 MF0558                          STATION RECOVERY (2003)
 MF0558
 MF0558'RECOVERY NOTE BY US POWER SQUADRON 2003
 MF0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0629 ***********************************************************************
 MF0629  DESIGNATION -  D 225
 MF0629  PID         -  MF0629
 MF0629  STATE/COUNTY-  IL/LA SALLE
 MF0629  USGS QUAD   -  MENDOTA EAST (1993)
 MF0629
 MF0629                         *CURRENT SURVEY CONTROL
 MF0629  ___________________________________________________________________
 MF0629* NAD 83(1986)-  41 32 19.     (N)    089 07 03.     (W)     SCALED    
 MF0629* NAVD 88     -       225.124  (meters)     738.59   (feet)  ADJUSTED  
 MF0629  ___________________________________________________________________
 MF0629  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0629  DYNAMIC HT  -         225.037 (meters)     738.31  (feet)  COMP
 MF0629  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 MF0629
 MF0629  VERT ORDER  -  FIRST     CLASS I
 MF0629
 MF0629.The horizontal coordinates were scaled from a topographic map and have
 MF0629.an estimated accuracy of +/- 6 seconds.
 MF0629
 MF0629.The orthometric height was determined by differential leveling
 MF0629.and adjusted by the National Geodetic Survey in June 1991..
 MF0629
 MF0629.The geoid height was determined by GEOID03.
 MF0629
 MF0629.The dynamic height is computed by dividing the NAVD 88
 MF0629.geopotential number by the normal gravity value computed on the
 MF0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0629.degrees latitude (g = 980.6199 gals.).
 MF0629
 MF0629.The modeled gravity was interpolated from observed gravity values.
 MF0629
 MF0629;                    North         East    Units  Estimated Accuracy
 MF0629;SPC IL E     -   541,160.      234,570.      MT  (+/- 180 meters Scaled)
 MF0629
 MF0629                          SUPERSEDED SURVEY CONTROL
 MF0629
 MF0629  NGVD 29 (??/??/92)  225.170  (m)          738.75   (f) ADJ UNCH    1 1
 MF0629
 MF0629.Superseded values are not recommended for survey control.
 MF0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0629.See file dsdata.txt to determine how the superseded data were derived.
 MF0629
 MF0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM233007(NAD 83)
 MF0629_MARKER: DB = BENCH MARK DISK
 MF0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0629_STAMPING: D 225 1960
 MF0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0629+STABILITY: SURFACE MOTION
 MF0629
 MF0629  HISTORY     - Date     Condition        Report By
 MF0629  HISTORY     - 1960     MONUMENTED       CGS
 MF0629  HISTORY     - 1969     GOOD             NGS
 MF0629  HISTORY     - 19970618 POOR             USPSQD
 MF0629  HISTORY     - 20020619 GOOD             USPSQD
 MF0629
 MF0629                          STATION DESCRIPTION
 MF0629
 MF0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0629'0.8 MI S FROM MENDOTA.
 MF0629'ABOUT 0.75 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 MF0629'FROM THE RAILROAD STATION AT MENDOTA, 90 YARDS SOUTHEAST AND
 MF0629'ACROSS THE TRACK AND 7TH AVENUE FROM MILEPOST 871, 125 FEET
 MF0629'EAST OF THE EAST RAIL OF THE MAIN TRACK, 110 1/2 FEET
 MF0629'EAST OF THE EAST RAIL OF A SIDETRACK, 62 1/2 FEET EAST OF THE
 MF0629'EXTENDED CENTER LINE OF 7TH AVENUE, 18 FEET SOUTH OF THE CENTER
 MF0629'LINE OF CHERRY STREET, 57 FEET EAST OF THE CENTER LINE OF
 MF0629'A PRIVATE DRIVEWAY WHICH LEADS SOUTH, 21 1/2 FEET EAST OF A
 MF0629'20-INCH MAPLE TREE, 1 FOOT NORTH OF A FENCE, 2.0 FEET NORTHEAST
 MF0629'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 MF0629'THE TRACK, ABOUT LEVEL WITH CHERRY STREET AND SET IN THE TOP
 MF0629'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 MF0629'OF THE GROUND.  SEC 4, T 35N, R 1E.
 MF0629
 MF0629                          STATION RECOVERY (1997)
 MF0629
 MF0629'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0629'MARK RECOVERED IN POOR CONDITION.
 MF0629
 MF0629                          STATION RECOVERY (2002)
 MF0629
 MF0629'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0629' 
 MF0629' 
 MF0629' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0163 ***********************************************************************
 NH0163  DESIGNATION -  D 227
 NH0163  PID         -  NH0163
 NH0163  STATE/COUNTY-  IL/MCHENRY
 NH0163  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0163
 NH0163                         *CURRENT SURVEY CONTROL
 NH0163  ___________________________________________________________________
 NH0163* NAD 83(1986)-  42 09 45.     (N)    088 17 39.     (W)     SCALED    
 NH0163* NAVD 88     -       226.855  (meters)     744.27   (feet)  ADJUSTED  
 NH0163  ___________________________________________________________________
 NH0163  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NH0163  DYNAMIC HT  -         226.776 (meters)     744.01  (feet)  COMP
 NH0163  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 NH0163
 NH0163  VERT ORDER  -  SECOND    CLASS 0
 NH0163
 NH0163.The horizontal coordinates were scaled from a topographic map and have
 NH0163.an estimated accuracy of +/- 6 seconds.
 NH0163
 NH0163.The orthometric height was determined by differential leveling
 NH0163.and adjusted by the National Geodetic Survey in June 1991..
 NH0163
 NH0163.The geoid height was determined by GEOID03.
 NH0163
 NH0163.The dynamic height is computed by dividing the NAVD 88
 NH0163.geopotential number by the normal gravity value computed on the
 NH0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0163.degrees latitude (g = 980.6199 gals.).
 NH0163
 NH0163.The modeled gravity was interpolated from observed gravity values.
 NH0163
 NH0163;                    North         East    Units  Estimated Accuracy
 NH0163;SPC IL E     -   610,150.      303,240.      MT  (+/- 180 meters Scaled)
 NH0163
 NH0163                          SUPERSEDED SURVEY CONTROL
 NH0163
 NH0163  NGVD 29 (??/??/92)  226.912  (m)          744.46   (f) ADJ UNCH    2 0
 NH0163
 NH0163.Superseded values are not recommended for survey control.
 NH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0163.See file dsdata.txt to determine how the superseded data were derived.
 NH0163
 NH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM930686(NAD 83)
 NH0163_MARKER: DB = BENCH MARK DISK
 NH0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0163_SP_SET: ABUTMENT
 NH0163_STAMPING: D 227 1960
 NH0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0163
 NH0163  HISTORY     - Date     Condition        Report By
 NH0163  HISTORY     - 1960     MONUMENTED       CGS
 NH0163  HISTORY     - 1987     GOOD             USPSQD
 NH0163  HISTORY     - 1990     GOOD             USPSQD
 NH0163  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 NH0163
 NH0163                          STATION DESCRIPTION
 NH0163
 NH0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0163'AT ALGONQUIN.
 NH0163'AT ALGONQUIN, ABOUT 0.2 MILE SOUTH ALONG THE CHICAGO AND NORTH
 NH0163'WESTERN RAILWAY FROM THE STATION, 0.45 MILE SOUTHEAST OF MILEPOLE
 NH0163'53, 0.15 MILE SOUTHEAST OF THE CROSSING OF MAIN STREET (STATE
 NH0163'HIGHWAY 31), 8 RAILS NORTHWEST OF THE NORTHWEST END OF THE BRIDGE
 NH0163'OVER FOX RIVER, 9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN TOP
 NH0163'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF RAILROAD
 NH0163'OVERPASS OVER LA FOX RIVER DRIVE, 3 FEET NORTHEAST OF THE
 NH0163'SOUTHWEST END OF THE ABUTMENT, AND ABOUT 3 1/2 FEET BELOW THE
 NH0163'LEVEL OF THE TRACK.
 NH0163
 NH0163                          STATION RECOVERY (1987)
 NH0163
 NH0163'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0163'RECOVERED IN GOOD CONDITION.
 NH0163
 NH0163                          STATION RECOVERY (1990)
 NH0163
 NH0163'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0163'RECOVERED IN GOOD CONDITION.
 NH0163
 NH0163                          STATION RECOVERY (2001)
 NH0163
 NH0163'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMB)
 NH0163'IN QUAD 0420882 ENTIRE AREA WAS RECONSTRUCTED IN THE MCHENRY PRAIRIE
 NH0163'TRAIL WITH A WALKING/BIKING PATH, NEW BRIDGES, ETC.  WHERE RR TRACKS
 NH0163'EXISTED. PATH COVERS ALL OF THE OLD RR RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0456 ***********************************************************************
 NH0456  DESIGNATION -  D 228
 NH0456  PID         -  NH0456
 NH0456  STATE/COUNTY-  IL/WINNEBAGO
 NH0456  USGS QUAD   -  WINNEBAGO (1976)
 NH0456
 NH0456                         *CURRENT SURVEY CONTROL
 NH0456  ___________________________________________________________________
 NH0456* NAD 83(1986)-  42 15 35.     (N)    089 09 29.     (W)     SCALED    
 NH0456* NAVD 88     -       233.307  (meters)     765.44   (feet)  ADJUSTED  
 NH0456  ___________________________________________________________________
 NH0456  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NH0456  DYNAMIC HT  -         233.232 (meters)     765.20  (feet)  COMP
 NH0456  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 NH0456
 NH0456  VERT ORDER  -  FIRST     CLASS II
 NH0456
 NH0456.The horizontal coordinates were scaled from a topographic map and have
 NH0456.an estimated accuracy of +/- 6 seconds.
 NH0456
 NH0456.The orthometric height was determined by differential leveling
 NH0456.and adjusted by the National Geodetic Survey in June 1991..
 NH0456
 NH0456.The geoid height was determined by GEOID03.
 NH0456
 NH0456.The dynamic height is computed by dividing the NAVD 88
 NH0456.geopotential number by the normal gravity value computed on the
 NH0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0456.degrees latitude (g = 980.6199 gals.).
 NH0456
 NH0456.The modeled gravity was interpolated from observed gravity values.
 NH0456
 NH0456;                    North         East    Units  Estimated Accuracy
 NH0456;SPC IL W     -   621,420.      783,220.      MT  (+/- 180 meters Scaled)
 NH0456
 NH0456                          SUPERSEDED SURVEY CONTROL
 NH0456
 NH0456  NGVD 29 (??/??/92)  233.362  (m)          765.62   (f) ADJ UNCH    1 2
 NH0456
 NH0456.Superseded values are not recommended for survey control.
 NH0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0456.See file dsdata.txt to determine how the superseded data were derived.
 NH0456
 NH0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM219808(NAD 83)
 NH0456_MARKER: DB = BENCH MARK DISK
 NH0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0456_SP_SET: CULVERT
 NH0456_STAMPING: D 228 1960
 NH0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0456
 NH0456  HISTORY     - Date     Condition        Report By
 NH0456  HISTORY     - 1960     MONUMENTED       CGS
 NH0456  HISTORY     - 1971     GOOD             NGS
 NH0456  HISTORY     - 1987     GOOD             USPSQD
 NH0456  HISTORY     - 19970606 GOOD             USPSQD
 NH0456
 NH0456                          STATION DESCRIPTION
 NH0456
 NH0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0456'3.4 MI W FROM ROCKFORD.
 NH0456'ABOUT 3.35 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0456'FROM THE OVERPASS OVER STATE HIGHWAY 2 (SOUTH MAIN STREET) AT
 NH0456'ROCKFORD, ABOUT 100 YARDS EAST OF MILE POST 96, BETWEEN THE TRACK
 NH0456'AND CUNNINGHAM ROAD WHICH PARALLELS THE SOUTH SIDE OF TRACK, IN
 NH0456'THE TOP OF THE NORTHWEST CORNER OF AN 8-FOOT LONG AND 2 1/2-FOOT
 NH0456'WIDE CONCRETE CATCH BASIN FOR A 24-INCH PIPE CULVERT UNDER THE
 NH0456'ROAD, 24 FEET NORTH OF CENTER LINE OF ROAD, ABOUT 60 FEET SOUTH
 NH0456'OF SOUTH RAIL OF TRACK, 1 FOOT EAST OF NORTHWEST CORNER OF CATCH
 NH0456'BASIN AND ABOUT 3 FEET BELOW LEVEL OF ROAD.
 NH0456
 NH0456                          STATION RECOVERY (1971)
 NH0456
 NH0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NH0456'RECOVERED IN GOOD CONDITION.
 NH0456
 NH0456                          STATION RECOVERY (1987)
 NH0456
 NH0456'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0456'RECOVERED IN GOOD CONDITION.
 NH0456
 NH0456                          STATION RECOVERY (1997)
 NH0456
 NH0456'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0873 ***********************************************************************
 LC0873  DESIGNATION -  D 229
 LC0873  PID         -  LC0873
 LC0873  STATE/COUNTY-  IL/WOODFORD
 LC0873  USGS QUAD   -  EL PASO (1995)
 LC0873
 LC0873                         *CURRENT SURVEY CONTROL
 LC0873  ___________________________________________________________________
 LC0873* NAD 83(1986)-  40 44 02.     (N)    089 00 54.     (W)     SCALED    
 LC0873* NAVD 88     -       222.180  (meters)     728.94   (feet)  ADJUSTED  
 LC0873  ___________________________________________________________________
 LC0873  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0873  DYNAMIC HT  -         222.080 (meters)     728.61  (feet)  COMP
 LC0873  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 LC0873
 LC0873  VERT ORDER  -  FIRST     CLASS I
 LC0873
 LC0873.The horizontal coordinates were scaled from a topographic map and have
 LC0873.an estimated accuracy of +/- 6 seconds.
 LC0873
 LC0873.The orthometric height was determined by differential leveling
 LC0873.and adjusted by the National Geodetic Survey in June 1991..
 LC0873
 LC0873.The geoid height was determined by GEOID03.
 LC0873
 LC0873.The dynamic height is computed by dividing the NAVD 88
 LC0873.geopotential number by the normal gravity value computed on the
 LC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0873.degrees latitude (g = 980.6199 gals.).
 LC0873
 LC0873.The modeled gravity was interpolated from observed gravity values.
 LC0873
 LC0873;                    North         East    Units  Estimated Accuracy
 LC0873;SPC IL W     -   452,110.      797,280.      MT  (+/- 180 meters Scaled)
 LC0873
 LC0873                          SUPERSEDED SURVEY CONTROL
 LC0873
 LC0873  NGVD 29 (??/??/92)  222.216  (m)          729.05   (f) ADJ UNCH    1 1
 LC0873
 LC0873.Superseded values are not recommended for survey control.
 LC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0873.See file dsdata.txt to determine how the superseded data were derived.
 LC0873
 LC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL298111(NAD 83)
 LC0873_MARKER: DB = BENCH MARK DISK
 LC0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0873_STAMPING: D 229 1960
 LC0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0873+STABILITY: SURFACE MOTION
 LC0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0873+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2002
 LC0873
 LC0873  HISTORY     - Date     Condition        Report By
 LC0873  HISTORY     - 1960     MONUMENTED       CGS
 LC0873  HISTORY     - 1969     GOOD             NGS
 LC0873  HISTORY     - 19981023 GOOD             USPSQD
 LC0873  HISTORY     - 19981122 GOOD             USPSQD
 LC0873  HISTORY     - 20020121 GOOD             INDIV
 LC0873
 LC0873                          STATION DESCRIPTION
 LC0873
 LC0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0873'0.3 MI S FROM EL PASO.
 LC0873'ABOUT 0.3 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0873'THE STATION AT EL PASO, 890 YARDS NORTH OF MILEPOST 813, 96 FEET
 LC0873'EAST OF THE EAST RAIL OF THE MAIN TRACK, 39 FEET NORTH OF THE
 LC0873'EXTENDED CENTER LINE OF CLAY STREET WHICH LEADS EAST, 101 FEET
 LC0873'EAST-NORTHEAST OF A SWITCH STAND FOR THE RAILROAD, 1 1/2 FEET WEST
 LC0873'OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 1/2
 LC0873'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LC0873'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0873'SEC 8, T26N, R2E
 LC0873
 LC0873                          STATION RECOVERY (1998)
 LC0873
 LC0873'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0873'RECOVERED IN GOOD CONDITION.
 LC0873
 LC0873                          STATION RECOVERY (1998)
 LC0873
 LC0873'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0873'RECOVERED IN GOOD CONDITION.
 LC0873
 LC0873                          STATION RECOVERY (2002)
 LC0873
 LC0873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KEZ)
 LC0873'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0548 ***********************************************************************
 LC0548  DESIGNATION -  D 23
 LC0548  PID         -  LC0548
 LC0548  STATE/COUNTY-  IL/PIATT
 LC0548  USGS QUAD   -  MONTICELLO (1979)
 LC0548
 LC0548                         *CURRENT SURVEY CONTROL
 LC0548  ___________________________________________________________________
 LC0548* NAD 83(1986)-  40 03 16.     (N)    088 34 15.     (W)     SCALED    
 LC0548* NAVD 88     -       199.118  (meters)     653.27   (feet)  ADJUSTED  
 LC0548  ___________________________________________________________________
 LC0548  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LC0548  DYNAMIC HT  -         199.018 (meters)     652.94  (feet)  COMP
 LC0548  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 LC0548
 LC0548  VERT ORDER  -  SECOND    CLASS 0
 LC0548
 LC0548.The horizontal coordinates were scaled from a topographic map and have
 LC0548.an estimated accuracy of +/- 6 seconds.
 LC0548
 LC0548.The orthometric height was determined by differential leveling
 LC0548.and adjusted by the National Geodetic Survey in June 1991..
 LC0548
 LC0548.The geoid height was determined by GEOID03.
 LC0548
 LC0548.The dynamic height is computed by dividing the NAVD 88
 LC0548.geopotential number by the normal gravity value computed on the
 LC0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0548.degrees latitude (g = 980.6199 gals.).
 LC0548
 LC0548.The modeled gravity was interpolated from observed gravity values.
 LC0548
 LC0548;                    North         East    Units  Estimated Accuracy
 LC0548;SPC IL E     -   376,070.      279,740.      MT  (+/- 180 meters Scaled)
 LC0548
 LC0548                          SUPERSEDED SURVEY CONTROL
 LC0548
 LC0548  NGVD 29 (??/??/92)  199.189  (m)          653.51   (f) ADJ UNCH    2 0
 LC0548
 LC0548.Superseded values are not recommended for survey control.
 LC0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0548.See file dsdata.txt to determine how the superseded data were derived.
 LC0548
 LC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK660349(NAD 83)
 LC0548_MARKER: DB = BENCH MARK DISK
 LC0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0548_SP_SET: BRIDGE
 LC0548_STAMPING: D 23 1934
 LC0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0548
 LC0548  HISTORY     - Date     Condition        Report By
 LC0548  HISTORY     - 1934     MONUMENTED       CGS
 LC0548
 LC0548                          STATION DESCRIPTION
 LC0548
 LC0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0548'3.8 MI S FROM LODGE.
 LC0548'3.8 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE CROSSING OF
 LC0548'THE ILLINOIS CENTRAL RAILROAD AT LODGE, PIATT COUNTY, 14 POLES
 LC0548'NORTH OF MILEPOST 144, AT STEEL BRIDGE NO. 1396 OVER THE
 LC0548'SANGAMON RIVER, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT
 LC0548'6 FEET WEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 LC0548'TRACK.  A STANDARD DISK, STAMPED D 23 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0743 ***********************************************************************
 MF0743  DESIGNATION -  D 230
 MF0743  PID         -  MF0743
 MF0743  STATE/COUNTY-  IL/MARSHALL
 MF0743  USGS QUAD   -  WENONA (1996)
 MF0743
 MF0743                         *CURRENT SURVEY CONTROL
 MF0743  ___________________________________________________________________
 MF0743* NAD 83(1986)-  41 04 54.     (N)    089 03 11.     (W)     SCALED    
 MF0743* NAVD 88     -       203.727  (meters)     668.39   (feet)  ADJUSTED  
 MF0743  ___________________________________________________________________
 MF0743  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MF0743  DYNAMIC HT  -         203.641 (meters)     668.11  (feet)  COMP
 MF0743  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 MF0743
 MF0743  VERT ORDER  -  FIRST     CLASS I
 MF0743
 MF0743.The horizontal coordinates were scaled from a topographic map and have
 MF0743.an estimated accuracy of +/- 6 seconds.
 MF0743
 MF0743.The orthometric height was determined by differential leveling
 MF0743.and adjusted by the National Geodetic Survey in June 1991..
 MF0743.WARNING-Repeat measurements at this control monument indicate possible
 MF0743.vertical movement.
 MF0743
 MF0743.The geoid height was determined by GEOID03.
 MF0743
 MF0743.The dynamic height is computed by dividing the NAVD 88
 MF0743.geopotential number by the normal gravity value computed on the
 MF0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0743.degrees latitude (g = 980.6199 gals.).
 MF0743
 MF0743.The modeled gravity was interpolated from observed gravity values.
 MF0743
 MF0743;                    North         East    Units  Estimated Accuracy
 MF0743;SPC IL W     -   490,690.      793,570.      MT  (+/- 180 meters Scaled)
 MF0743
 MF0743                          SUPERSEDED SURVEY CONTROL
 MF0743
 MF0743  NGVD 29 (??/??/92)  203.777  (m)          668.56   (f) ADJ UNCH    1 1
 MF0743
 MF0743.Superseded values are not recommended for survey control.
 MF0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0743.See file dsdata.txt to determine how the superseded data were derived.
 MF0743
 MF0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL275498(NAD 83)
 MF0743_MARKER: DB = BENCH MARK DISK
 MF0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0743_STAMPING: D 230 1960
 MF0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0743+STABILITY: SURFACE MOTION
 MF0743
 MF0743  HISTORY     - Date     Condition        Report By
 MF0743  HISTORY     - 1960     MONUMENTED       CGS
 MF0743  HISTORY     - 1969     GOOD             NGS
 MF0743  HISTORY     - 19981108 GOOD             USPSQD
 MF0743
 MF0743                          STATION DESCRIPTION
 MF0743
 MF0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0743'2.1 MI N FROM WENONA.
 MF0743'ABOUT 2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0743'THE STATION AT WENONA, 0.35 MILE SOUTH OF MILEPOST 838, 0.2 MILE
 MF0743'WEST OF A SILO AT A GROUP OF FARM BUILDINGS, 96 FEET WEST OF THE
 MF0743'WEST RAIL, 27 FEET SOUTH OF THE CENTER OF A GATE AT THE ENTRANCE
 MF0743'TO A FIELD, 76 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT EAST
 MF0743'OF A FENCE, 2.2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST,
 MF0743'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MF0743'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 MF0743'SEC 12, T30N, R1E
 MF0743
 MF0743                          STATION RECOVERY (1998)
 MF0743
 MF0743'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1265 ***********************************************************************
 MF1265  DESIGNATION -  D 231 RESET 1979
 MF1265  PID         -  MF1265
 MF1265  STATE/COUNTY-  IL/LA SALLE
 MF1265  USGS QUAD   -  OTTAWA (1994)
 MF1265
 MF1265                         *CURRENT SURVEY CONTROL
 MF1265  ___________________________________________________________________
 MF1265* NAD 83(1986)-  41 20 33.     (N)    088 46 53.     (W)     SCALED    
 MF1265* NAVD 88     -       147.35   (+/-2cm)     483.4    (feet)  VERTCON   
 MF1265  ___________________________________________________________________
 MF1265  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MF1265
 MF1265  VERT ORDER  -  THIRD (See Below)
 MF1265
 MF1265.The horizontal coordinates were scaled from a topographic map and have
 MF1265.an estimated accuracy of +/- 6 seconds.
 MF1265
 MF1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1265.The vertical order pertains to the NGVD 29 superseded value.
 MF1265
 MF1265.The geoid height was determined by GEOID03.
 MF1265
 MF1265;                    North         East    Units  Estimated Accuracy
 MF1265;SPC IL E     -   519,180.      262,500.      MT  (+/- 180 meters Scaled)
 MF1265
 MF1265                          SUPERSEDED SURVEY CONTROL
 MF1265
 MF1265  NGVD 29 (03/28/06)  147.41   (m)          483.6    (f) RESET       3  
 MF1265
 MF1265.Superseded values are not recommended for survey control.
 MF1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1265.See file dsdata.txt to determine how the superseded data were derived.
 MF1265
 MF1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL509783(NAD 83)
 MF1265_MARKER: DB = BENCH MARK DISK
 MF1265_SETTING: 0 = UNSPECIFIED SETTING
 MF1265_STAMPING: D 231 RESET 1979
 MF1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1265
 MF1265  HISTORY     - Date     Condition        Report By
 MF1265  HISTORY     - 1979     MONUMENTED       NGS
 MF1265  HISTORY     - 19970815 GOOD             USPSQD
 MF1265  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF1265  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF1265
 MF1265                          STATION DESCRIPTION
 MF1265
 MF1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 MF1265'2.35 MI SE FROM OTTAWA.
 MF1265'2.35 MILES SOUTHEAST ALONG A BLACKTOP ROAD ALONG THE SOUTHSIDE OF THE
 MF1265'ABANDONED ILLINOIS AND MICHIGAN CANAL FROM THE EAST END OF A FOOT
 MF1265'BRIDGE ACROSS THE FOX RIVER IN OTTAWA, 140 FEET EAST OF DRIVEWAY, 41
 MF1265'FEET SOUTH OF CENTERLINE OF ROAD, 4 FEET EAST OF A POWER LINE POLE,
 MF1265'MARKED BEING A PRE-CAST ALUMINUM MONUMENT.
 MF1265'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 MF1265'THE MARK IS 0.2 FT BELOW ROADWAY.
 MF1265
 MF1265                          STATION RECOVERY (1997)
 MF1265
 MF1265'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1265'RECOVERED IN GOOD CONDITION.
 MF1265
 MF1265                          STATION RECOVERY (2001)
 MF1265
 MF1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1265
 MF1265                          STATION RECOVERY (2002)
 MF1265
 MF1265'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0840 ***********************************************************************
 MF0840  DESIGNATION -  D 232
 MF0840  PID         -  MF0840
 MF0840  STATE/COUNTY-  IL/LA SALLE
 MF0840  USGS QUAD   -  LA SALLE (1993)
 MF0840
 MF0840                         *CURRENT SURVEY CONTROL
 MF0840  ___________________________________________________________________
 MF0840* NAD 83(1986)-  41 19 40.     (N)    089 05 01.     (W)     SCALED    
 MF0840* NAVD 88     -       141.896  (meters)     465.54   (feet)  ADJUSTED  
 MF0840  ___________________________________________________________________
 MF0840  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0840  DYNAMIC HT  -         141.839 (meters)     465.35  (feet)  COMP
 MF0840  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 MF0840
 MF0840  VERT ORDER  -  FIRST     CLASS II
 MF0840
 MF0840.The horizontal coordinates were scaled from a topographic map and have
 MF0840.an estimated accuracy of +/- 6 seconds.
 MF0840
 MF0840.The orthometric height was determined by differential leveling
 MF0840.and adjusted by the National Geodetic Survey in June 1991..
 MF0840
 MF0840.The geoid height was determined by GEOID03.
 MF0840
 MF0840.The dynamic height is computed by dividing the NAVD 88
 MF0840.geopotential number by the normal gravity value computed on the
 MF0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0840.degrees latitude (g = 980.6199 gals.).
 MF0840
 MF0840.The modeled gravity was interpolated from observed gravity values.
 MF0840
 MF0840;                    North         East    Units  Estimated Accuracy
 MF0840;SPC IL E     -   517,720.      237,190.      MT  (+/- 180 meters Scaled)
 MF0840
 MF0840                          SUPERSEDED SURVEY CONTROL
 MF0840
 MF0840  NGVD 29 (??/??/92)  141.966  (m)          465.77   (f) ADJ UNCH    1 2
 MF0840
 MF0840.Superseded values are not recommended for survey control.
 MF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0840.See file dsdata.txt to determine how the superseded data were derived.
 MF0840
 MF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL256772(NAD 83)
 MF0840_MARKER: DB = BENCH MARK DISK
 MF0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0840_SP_SET: ABUTMENT
 MF0840_STAMPING: D 232 1960
 MF0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0840+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 MF0840
 MF0840  HISTORY     - Date     Condition        Report By
 MF0840  HISTORY     - 1960     MONUMENTED       CGS
 MF0840  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0840  HISTORY     - 20010331 GOOD             NGS
 MF0840  HISTORY     - 20020803 GOOD             USPSQD
 MF0840  HISTORY     - 20040211 GOOD             CHAST
 MF0840
 MF0840                          STATION DESCRIPTION
 MF0840
 MF0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0840'AT LA SALLE.
 MF0840'AT LA SALLE, 0.05 MILE EAST OF NORTH ABUTMENT OF ILLINOIS
 MF0840'CENTRAL RAILROAD OVERPASS OVER CHICAGO, ROCK ISLAND AND PACIFIC
 MF0840'RAILROAD AND ILLINOIS RIVER, NORTH OF AND ACROSS BLACK TOP
 MF0840'ROAD FROM THE WEST END OF CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 MF0840'BRIDGE 982 OVER LITTLE VERMILION RIVER, IN S-14, R-1E, T-33N,
 MF0840'0.05 MILE WEST OF ENTRANCE TO ALPHA PORTLAND CEMENT COMPANY,
 MF0840'13 FEET NORTH OF CENTER LINE OF BLACK TOP ROAD, 29 FEET
 MF0840'SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF RED BRICK TWO-STORY
 MF0840'WATER WORKS BUILDING, IN TOP OF NORTH END OF BRIDGE SEAT OR
 MF0840'LOWER PART OF WEST CONCRETE ABUTMENT OF CONCRETE AND STEEL
 MF0840'BRIDGE FOR BLACK TOP ROAD OVER LITTLE VERMILION RIVER, 2 FEET
 MF0840'NORTH OF STEEL BANISTER, AND ABOUT 4 FEET BELOW THE LEVEL OF
 MF0840'BRIDGE FLOOR.
 MF0840
 MF0840                          STATION RECOVERY (1997)
 MF0840
 MF0840'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0840'MARK NOT FOUND.
 MF0840
 MF0840                          STATION RECOVERY (2001)
 MF0840
 MF0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0840'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0840
 MF0840                          STATION RECOVERY (2002)
 MF0840
 MF0840'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0840'RECOVERED IN GOOD CONDITION.
 MF0840
 MF0840                          STATION RECOVERY (2004)
 MF0840
 MF0840'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JRA)
 MF0840'COULD BE USED FOR GPS OBSERVATIONS WITH A TALL FIXED HEIGHT TRIPOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0762 ***********************************************************************
 MF0762  DESIGNATION -  D 233
 MF0762  PID         -  MF0762
 MF0762  STATE/COUNTY-  IL/MARSHALL
 MF0762  USGS QUAD   -  LACON (1972)
 MF0762
 MF0762                         *CURRENT SURVEY CONTROL
 MF0762  ___________________________________________________________________
 MF0762* NAD 83(1986)-  41 04 10.     (N)    089 25 08.     (W)     SCALED    
 MF0762* NAVD 88     -       140.802  (meters)     461.95   (feet)  ADJUSTED  
 MF0762  ___________________________________________________________________
 MF0762  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0762  DYNAMIC HT  -         140.742 (meters)     461.75  (feet)  COMP
 MF0762  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 MF0762
 MF0762  VERT ORDER  -  FIRST     CLASS II
 MF0762
 MF0762.The horizontal coordinates were scaled from a topographic map and have
 MF0762.an estimated accuracy of +/- 6 seconds.
 MF0762
 MF0762.The orthometric height was determined by differential leveling
 MF0762.and adjusted by the National Geodetic Survey in June 1991..
 MF0762
 MF0762.The geoid height was determined by GEOID03.
 MF0762
 MF0762.The dynamic height is computed by dividing the NAVD 88
 MF0762.geopotential number by the normal gravity value computed on the
 MF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0762.degrees latitude (g = 980.6199 gals.).
 MF0762
 MF0762.The modeled gravity was interpolated from observed gravity values.
 MF0762
 MF0762;                    North         East    Units  Estimated Accuracy
 MF0762;SPC IL W     -   489,010.      762,850.      MT  (+/- 180 meters Scaled)
 MF0762
 MF0762                          SUPERSEDED SURVEY CONTROL
 MF0762
 MF0762  NGVD 29 (??/??/92)  140.871  (m)          462.17   (f) ADJ UNCH    1 2
 MF0762
 MF0762.Superseded values are not recommended for survey control.
 MF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0762.See file dsdata.txt to determine how the superseded data were derived.
 MF0762
 MF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL967492(NAD 83)
 MF0762_MARKER: DB = BENCH MARK DISK
 MF0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0762_SP_SET: ABUTMENT
 MF0762_STAMPING: D 233 1960
 MF0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0762
 MF0762  HISTORY     - Date     Condition        Report By
 MF0762  HISTORY     - 1960     MONUMENTED       CGS
 MF0762  HISTORY     - 19981108 GOOD             USPSQD
 MF0762
 MF0762                          STATION DESCRIPTION
 MF0762
 MF0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0762'3.2 MI N FROM SPARLAND.
 MF0762'ABOUT 3.15 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND
 MF0762'PACIFIC RAILROAD FROM THE STATION AT SPARLAND, 0.55 MILE SOUTH
 MF0762'OF MILE POST 131, ACROSS TRACK FROM POINT BETWEEN MILEAGE POLES
 MF0762'131+22, AND 131+23, IN THE TOP OF THE NORTHWEST END OF THE
 MF0762'BACK WALL OF SOUTHWEST ABUTMENT OF RAILROAD BRIDGE NO. 131.6
 MF0762'OVER CROW CREEK, 7 FEET NORTHWEST OF NORTHWEST RAIL AND ABOUT
 MF0762'1/2 FOOT BELOW LEVEL OF TRACK.
 MF0762
 MF0762                          STATION RECOVERY (1998)
 MF0762
 MF0762'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1354 ***********************************************************************
 LC1354  DESIGNATION -  D 234
 LC1354  PID         -  LC1354
 LC1354  STATE/COUNTY-  IL/PEORIA
 LC1354  USGS QUAD   -  SPRING BAY (1996)
 LC1354
 LC1354                         *CURRENT SURVEY CONTROL
 LC1354  ___________________________________________________________________
 LC1354* NAD 83(1986)-  40 49 34.     (N)    089 33 41.     (W)     SCALED    
 LC1354* NAVD 88     -       142.374  (meters)     467.11   (feet)  ADJUSTED  
 LC1354  ___________________________________________________________________
 LC1354  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1354  DYNAMIC HT  -         142.310 (meters)     466.90  (feet)  COMP
 LC1354  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 LC1354
 LC1354  VERT ORDER  -  FIRST     CLASS II
 LC1354
 LC1354.The horizontal coordinates were scaled from a topographic map and have
 LC1354.an estimated accuracy of +/- 6 seconds.
 LC1354
 LC1354.The orthometric height was determined by differential leveling
 LC1354.and adjusted by the National Geodetic Survey in June 1991..
 LC1354
 LC1354.The geoid height was determined by GEOID03.
 LC1354
 LC1354.The dynamic height is computed by dividing the NAVD 88
 LC1354.geopotential number by the normal gravity value computed on the
 LC1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1354.degrees latitude (g = 980.6199 gals.).
 LC1354
 LC1354.The modeled gravity was interpolated from observed gravity values.
 LC1354
 LC1354;                    North         East    Units  Estimated Accuracy
 LC1354;SPC IL W     -   461,890.      751,060.      MT  (+/- 180 meters Scaled)
 LC1354
 LC1354                          SUPERSEDED SURVEY CONTROL
 LC1354
 LC1354  NGVD 29 (??/??/92)  142.459  (m)          467.38   (f) ADJ UNCH    1 2
 LC1354
 LC1354.Superseded values are not recommended for survey control.
 LC1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1354.See file dsdata.txt to determine how the superseded data were derived.
 LC1354
 LC1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL840226(NAD 83)
 LC1354_MARKER: DB = BENCH MARK DISK
 LC1354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1354_SP_SET: BRIDGE
 LC1354_STAMPING: D 234 1960
 LC1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1354
 LC1354  HISTORY     - Date     Condition        Report By
 LC1354  HISTORY     - 1960     MONUMENTED       CGS
 LC1354  HISTORY     - 19990131 MARK NOT FOUND   USPSQD
 LC1354
 LC1354                          STATION DESCRIPTION
 LC1354
 LC1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1354'7.6 MI SW FROM CHILLICOTHE.
 LC1354'ABOUT 7.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 LC1354'PACIFIC RAILROAD FROM THE STATION AT CHILLICOTHE, 0.3 MILE SOUTH
 LC1354'OF MILE POST 150, ALONG STATE HIGHWAY 29, ABOUT 0.85 MILE NORTH
 LC1354'OF RAILROAD STATION SIGN AT MOSSVILLE, IN SECTION 26, R 8 E,
 LC1354'T 10 N, ABOUT 20 YARDS WEST OF RAILROAD TRACK, IN THE TOP OF
 LC1354'EAST END OF NORTH ABUTMENT OF CONCRETE BRIDGE UNDER NORTH BOUND
 LC1354'LANE OF DIVIDED 4-LANE HIGHWAY 29 OVER DICKISON RUN, 17 FEET
 LC1354'EAST OF CENTER LINE OF NORTH BOUND LANE OF HIGHWAY AND ABOUT
 LC1354'LEVEL WITH BRIDGE SIDE WALK.
 LC1354
 LC1354                          STATION RECOVERY (1999)
 LC1354
 LC1354'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1318 ***********************************************************************
 LC1318  DESIGNATION -  D 235
 LC1318  PID         -  LC1318
 LC1318  STATE/COUNTY-  IL/TAZEWELL
 LC1318  USGS QUAD   -  PEORIA EAST (1996)
 LC1318
 LC1318                         *CURRENT SURVEY CONTROL
 LC1318  ___________________________________________________________________
 LC1318* NAD 83(1986)-  40 40 41.     (N)    089 35 07.     (W)     SCALED    
 LC1318* NAVD 88     -       140.084  (meters)     459.59   (feet)  ADJUSTED  
 LC1318  ___________________________________________________________________
 LC1318  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1318  DYNAMIC HT  -         140.019 (meters)     459.38  (feet)  COMP
 LC1318  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 LC1318
 LC1318  VERT ORDER  -  FIRST     CLASS II
 LC1318
 LC1318.The horizontal coordinates were scaled from a topographic map and have
 LC1318.an estimated accuracy of +/- 6 seconds.
 LC1318
 LC1318.The orthometric height was determined by differential leveling
 LC1318.and adjusted by the National Geodetic Survey in June 1991..
 LC1318
 LC1318.The geoid height was determined by GEOID03.
 LC1318
 LC1318.The dynamic height is computed by dividing the NAVD 88
 LC1318.geopotential number by the normal gravity value computed on the
 LC1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1318.degrees latitude (g = 980.6199 gals.).
 LC1318
 LC1318.The modeled gravity was interpolated from observed gravity values.
 LC1318
 LC1318;                    North         East    Units  Estimated Accuracy
 LC1318;SPC IL W     -   445,440.      749,150.      MT  (+/- 180 meters Scaled)
 LC1318
 LC1318                          SUPERSEDED SURVEY CONTROL
 LC1318
 LC1318  NGVD 29 (??/??/92)  140.180  (m)          459.91   (f) ADJ UNCH    1 2
 LC1318
 LC1318.Superseded values are not recommended for survey control.
 LC1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1318.See file dsdata.txt to determine how the superseded data were derived.
 LC1318
 LC1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL815062(NAD 83)
 LC1318_MARKER: DB = BENCH MARK DISK
 LC1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1318_SP_SET: PIER
 LC1318_STAMPING: D 235 1960
 LC1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC1318+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 LC1318
 LC1318  HISTORY     - Date     Condition        Report By
 LC1318  HISTORY     - 1960     MONUMENTED       CGS
 LC1318  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LC1318  HISTORY     - 20040622 GOOD             NGS
 LC1318  HISTORY     - 20050510 GOOD             CHAST
 LC1318
 LC1318                          STATION DESCRIPTION
 LC1318
 LC1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1318'AT EAST PEORIA.
 LC1318'AT EAST PEORIA, ABOUT 0.15 MILE NORTHEAST ALONG NORTH MAIN STREET
 LC1318'(STATE HIGHWAY 87) FROM THE CITY HALL, THENCE ABOUT 0.8 MILE
 LC1318'NORTHWEST ALONG CITY ROUTE OF U.S. HIGHWAY 150, 0.5 MILE SOUTHEAST
 LC1318'OF SOUTHEAST END OF FRANKLIN STREET BRIDGE OVER ILLINOIS RIVER,
 LC1318'IN THE TOP OF BASE OF EAST CONCRETE PIER OF OVERPASS OF A FEEDER
 LC1318'ROAD TO THE EXPRESSWAY, 26 1/2 FEET NORTHEAST OF CENTER LINE OF
 LC1318'NORTHWEST BOUND LANE OF CITY ROUTE 150, 10 1/2 FEET NORTHWEST OF
 LC1318'SOUTHEAST END OF PIER AND ABOUT 2 FEET ABOVE LEVEL OF ROUTE 150.
 LC1318
 LC1318                          STATION RECOVERY (1977)
 LC1318
 LC1318'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1318'MARK NOT FOUND.
 LC1318
 LC1318                          STATION RECOVERY (2004)
 LC1318
 LC1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DB)
 LC1318'THIS REPORT WAS SUBMITTED BY CHRIS PEARSON.
 LC1318
 LC1318                          STATION RECOVERY (2005)
 LC1318
 LC1318'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2005 (JRA)
 LC1318'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0621 ***********************************************************************
 MF0621  DESIGNATION -  D 236
 MF0621  PID         -  MF0621
 MF0621  STATE/COUNTY-  IL/LA SALLE
 MF0621  USGS QUAD   -  MENDOTA EAST (1993)
 MF0621
 MF0621                         *CURRENT SURVEY CONTROL
 MF0621  ___________________________________________________________________
 MF0621* NAD 83(1986)-  41 33 35.     (N)    089 06 37.     (W)     SCALED    
 MF0621* NAVD 88     -       228.469  (meters)     749.57   (feet)  ADJUSTED  
 MF0621  ___________________________________________________________________
 MF0621  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0621  DYNAMIC HT  -         228.381 (meters)     749.28  (feet)  COMP
 MF0621  MODELED GRAV-     980,232.0   (mgal)                       NAVD 88
 MF0621
 MF0621  VERT ORDER  -  FIRST     CLASS I
 MF0621
 MF0621.The horizontal coordinates were scaled from a topographic map and have
 MF0621.an estimated accuracy of +/- 6 seconds.
 MF0621
 MF0621.The orthometric height was determined by differential leveling
 MF0621.and adjusted by the National Geodetic Survey in June 1991..
 MF0621
 MF0621.The geoid height was determined by GEOID03.
 MF0621
 MF0621.The dynamic height is computed by dividing the NAVD 88
 MF0621.geopotential number by the normal gravity value computed on the
 MF0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0621.degrees latitude (g = 980.6199 gals.).
 MF0621
 MF0621.The modeled gravity was interpolated from observed gravity values.
 MF0621
 MF0621;                    North         East    Units  Estimated Accuracy
 MF0621;SPC IL E     -   543,490.      235,190.      MT  (+/- 180 meters Scaled)
 MF0621
 MF0621                          SUPERSEDED SURVEY CONTROL
 MF0621
 MF0621  NGVD 29 (??/??/92)  228.510  (m)          749.70   (f) ADJ UNCH    1 1
 MF0621
 MF0621.Superseded values are not recommended for survey control.
 MF0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0621.See file dsdata.txt to determine how the superseded data were derived.
 MF0621
 MF0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM240030(NAD 83)
 MF0621_MARKER: DB = BENCH MARK DISK
 MF0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0621_SP_SET: 24 FEET
 MF0621_STAMPING: D 236 1960
 MF0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0621
 MF0621  HISTORY     - Date     Condition        Report By
 MF0621  HISTORY     - 1960     MONUMENTED       CGS
 MF0621  HISTORY     - 1969     GOOD             NGS
 MF0621  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF0621  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0621
 MF0621                          STATION DESCRIPTION
 MF0621
 MF0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0621'0.8 MI N FROM MENDOTA.
 MF0621'ABOUT 0.8 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0621'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 57
 MF0621'FEET NORTH-NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 MF0621'AND 17TH STREET, 27 1/2 FEET WEST OF THE WEST RAIL, 48 FEET NORTH
 MF0621'OF THE CENTER LINE OF 17TH STREET, 42 FEET EAST OF THE CENTER
 MF0621'LINE OF MILWAUKEE AVENUE, 2 FEET NORTH OF A TELEPHONE POLE,
 MF0621'0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 MF0621'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 MF0621'COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED
 MF0621'IN A 6-INCH TILE WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 MF0621'GROUND.  SEC 28, T 36N, R 1E.
 MF0621
 MF0621                          STATION RECOVERY (1997)
 MF0621
 MF0621'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0621'MARK NOT FOUND.
 MF0621
 MF0621                          STATION RECOVERY (2002)
 MF0621
 MF0621'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0787 ***********************************************************************
 MF0787  DESIGNATION -  D 237
 MF0787  PID         -  MF0787
 MF0787  STATE/COUNTY-  IL/PUTNAM
 MF0787  USGS QUAD   -  PUTNAM (1972)
 MF0787
 MF0787                         *CURRENT SURVEY CONTROL
 MF0787  ___________________________________________________________________
 MF0787* NAD 83(1986)-  41 13 21.     (N)    089 23 53.     (W)     SCALED    
 MF0787* NAVD 88     -       140.213  (meters)     460.02   (feet)  ADJUSTED  
 MF0787  ___________________________________________________________________
 MF0787  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF0787  DYNAMIC HT  -         140.154 (meters)     459.82  (feet)  COMP
 MF0787  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 MF0787
 MF0787  VERT ORDER  -  FIRST     CLASS II
 MF0787
 MF0787.The horizontal coordinates were scaled from a topographic map and have
 MF0787.an estimated accuracy of +/- 6 seconds.
 MF0787
 MF0787.The orthometric height was determined by differential leveling
 MF0787.and adjusted by the National Geodetic Survey in June 1991..
 MF0787
 MF0787.The geoid height was determined by GEOID03.
 MF0787
 MF0787.The dynamic height is computed by dividing the NAVD 88
 MF0787.geopotential number by the normal gravity value computed on the
 MF0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0787.degrees latitude (g = 980.6199 gals.).
 MF0787
 MF0787.The modeled gravity was interpolated from observed gravity values.
 MF0787
 MF0787;                    North         East    Units  Estimated Accuracy
 MF0787;SPC IL W     -   506,020.      764,450.      MT  (+/- 180 meters Scaled)
 MF0787
 MF0787                          SUPERSEDED SURVEY CONTROL
 MF0787
 MF0787  NGVD 29 (??/??/92)  140.286  (m)          460.25   (f) ADJ UNCH    1 2
 MF0787
 MF0787.Superseded values are not recommended for survey control.
 MF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0787.See file dsdata.txt to determine how the superseded data were derived.
 MF0787
 MF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL989662(NAD 83)
 MF0787_MARKER: DB = BENCH MARK DISK
 MF0787_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0787_SP_SET: 47 1/2 FEET
 MF0787_STAMPING: D 237 1960
 MF0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0787
 MF0787  HISTORY     - Date     Condition        Report By
 MF0787  HISTORY     - 1960     MONUMENTED       CGS
 MF0787  HISTORY     - 19970903 GOOD             USPSQD
 MF0787
 MF0787                          STATION DESCRIPTION
 MF0787
 MF0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0787'2.8 MI N FROM PUTNAM.
 MF0787'ABOUT 2.8 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0787'RAILROAD FROM THE STATION AT PUTNAM, 5.1 MILES SOUTHWEST AND
 MF0787'SOUTH ALONG PEORIA BRANCH OF C., R.I. AND P. RR FROM STATION AT
 MF0787'BUREAU, 0.3 MILE SOUTH OF MILE POST 119, AT THE CROSSING OF A
 MF0787'PRIVATE ROAD OF TWO SMALL HOUSES WITH ASBESTOS SIDING AND A
 MF0787'SMALL LAKE, 39 1/2 FEET EAST OF EAST RAIL, 75 FEET SOUTH OF
 MF0787'CENTER LINE OF PRIVATE ROAD, 81 FEET SOUTHEAST OF CENTER OF
 MF0787'CROSSING, 37 1/2 FEET NORTHWEST OF A WELL WITH PUMP, 37 1/2
 MF0787'FEET WEST-SOUTHWEST OF THE SOUTH ONE OF THE TWO HOUSES, 2 FEET
 MF0787'SOUTH OF THE FIRST TELEPHONE POLE SOUTH OF CROSSING AND IN LINE
 MF0787'WITH ROW OF POLES, 1 1/2 FEET NORTH OF A STEEL WITNESS POST,
 MF0787'ABOUT 6 FEET BELOW LEVEL OF TRACK AND IS A DISK ON COPPER
 MF0787'COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 6-INCH
 MF0787'TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO REFUSAL
 MF0787'AT A DEPTH OF 47 1/2 FEET.
 MF0787
 MF0787                          STATION RECOVERY (1997)
 MF0787
 MF0787'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1518 ***********************************************************************
 LC1518  DESIGNATION -  D 238
 LC1518  PID         -  LC1518
 LC1518  STATE/COUNTY-  IL/TAZEWELL
 LC1518  USGS QUAD   -  PEKIN (1996)
 LC1518
 LC1518                         *CURRENT SURVEY CONTROL
 LC1518  ___________________________________________________________________
 LC1518* NAD 83(1986)-  40 31 21.     (N)    089 44 12.     (W)     SCALED    
 LC1518* NAVD 88     -       142.673  (meters)     468.09   (feet)  ADJUSTED  
 LC1518  ___________________________________________________________________
 LC1518  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LC1518  DYNAMIC HT  -         142.605 (meters)     467.86  (feet)  COMP
 LC1518  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 LC1518
 LC1518  VERT ORDER  -  FIRST     CLASS II
 LC1518
 LC1518.The horizontal coordinates were scaled from a topographic map and have
 LC1518.an estimated accuracy of +/- 6 seconds.
 LC1518
 LC1518.The orthometric height was determined by differential leveling
 LC1518.and adjusted by the National Geodetic Survey in June 1991..
 LC1518
 LC1518.The geoid height was determined by GEOID03.
 LC1518
 LC1518.The dynamic height is computed by dividing the NAVD 88
 LC1518.geopotential number by the normal gravity value computed on the
 LC1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1518.degrees latitude (g = 980.6199 gals.).
 LC1518
 LC1518.The modeled gravity was interpolated from observed gravity values.
 LC1518
 LC1518;                    North         East    Units  Estimated Accuracy
 LC1518;SPC IL W     -   428,090.      736,440.      MT  (+/- 180 meters Scaled)
 LC1518
 LC1518                          SUPERSEDED SURVEY CONTROL
 LC1518
 LC1518  NGVD 29 (??/??/92)  142.775  (m)          468.42   (f) ADJ UNCH    1 2
 LC1518
 LC1518.Superseded values are not recommended for survey control.
 LC1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1518.See file dsdata.txt to determine how the superseded data were derived.
 LC1518
 LC1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK681893(NAD 83)
 LC1518_MARKER: DB = BENCH MARK DISK
 LC1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1518_SP_SET: CULVERT
 LC1518_STAMPING: D 238 1961
 LC1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1518
 LC1518  HISTORY     - Date     Condition        Report By
 LC1518  HISTORY     - 1961     MONUMENTED       CGS
 LC1518
 LC1518                          STATION DESCRIPTION
 LC1518
 LC1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1518'3.4 MI WSW FROM POWERTON.
 LC1518'ABOUT 3.35 MILES WEST-SOUTHWEST ALONG POWERTON AND MANITO ROAD
 LC1518'FROM THE GATE AT THE POWERTON POWER PLANT, 0.3 MILE WEST-SOUTHWEST
 LC1518'OF THE BRIDGE OVER MACKINAW RIVER, ON TOP OF THE EAST END OF THE
 LC1518'SOUTH CONCRETE HEADWALL OF A 3 FOOT SQUARE BOX CULVERT UNDER
 LC1518'THE ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET
 LC1518'SOUTH OF THE CENTER OF THE JUNCTION OF ROAD AND A GRAVEL ROAD
 LC1518'LEADING EAST-SOUTHEAST, 1 FOOT BELOW THE LEVEL OF THE BLACK TOP
 LC1518'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1220 ***********************************************************************
 LC1220  CBN         -  This is a Cooperative Base Network Control Station.
 LC1220  DESIGNATION -  D 239
 LC1220  PID         -  LC1220
 LC1220  STATE/COUNTY-  IL/MASON
 LC1220  USGS QUAD   -  TOPEKA (1982)
 LC1220
 LC1220                         *CURRENT SURVEY CONTROL
 LC1220  ___________________________________________________________________
 LC1220* NAD 83(1997)-  40 20 55.18162(N)    089 59 21.79122(W)     ADJUSTED  
 LC1220* NAVD 88     -       144.512  (meters)     474.12   (feet)  ADJUSTED  
 LC1220  ___________________________________________________________________
 LC1220  X           -         901.721 (meters)                     COMP
 LC1220  Y           -  -4,867,817.087 (meters)                     COMP
 LC1220  Z           -   4,107,639.017 (meters)                     COMP
 LC1220  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 LC1220  ELLIP HEIGHT-         111.49  (meters)          (09/15/03) GPS OBS
 LC1220  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LC1220  DYNAMIC HT  -         144.440 (meters)     473.88  (feet)  COMP
 LC1220  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 LC1220
 LC1220  HORZ ORDER  -  A
 LC1220  VERT ORDER  -  FIRST     CLASS II
 LC1220  ELLP ORDER  -  FOURTH    CLASS I
 LC1220
 LC1220.The horizontal coordinates were established by GPS observations
 LC1220.and adjusted by the National Geodetic Survey in September 2003..
 LC1220
 LC1220.The orthometric height was determined by differential leveling
 LC1220.and adjusted by the National Geodetic Survey in June 1991..
 LC1220
 LC1220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1220
 LC1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1220
 LC1220.The ellipsoidal height was determined by GPS observations
 LC1220.and is referenced to NAD 83.
 LC1220
 LC1220.The geoid height was determined by GEOID03.
 LC1220
 LC1220.The dynamic height is computed by dividing the NAVD 88
 LC1220.geopotential number by the normal gravity value computed on the
 LC1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1220.degrees latitude (g = 980.6199 gals.).
 LC1220
 LC1220.The modeled gravity was interpolated from observed gravity values.
 LC1220
 LC1220;                    North         East     Units Scale Factor Converg.
 LC1220;SPC IL W     -   408,715.283   715,060.482   MT  0.99994397   +0 06 53.2
 LC1220;SPC IL W     - 1,340,926.72  2,345,994.26   sFT  0.99994397   +0 06 53.2
 LC1220;UTM  16      - 4,470,746.697   246,110.592   MT  1.00039355   -1 56 11.3
 LC1220;UTM  15      - 4,470,807.877   755,692.502   MT  1.00040487   +1 57 00.9
 LC1220
 LC1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1220!SPC IL W     -   0.99998251  x   0.99994397  =   0.99992648
 LC1220!UTM  16      -   0.99998251  x   1.00039355  =   1.00037605
 LC1220!UTM  15      -   0.99998251  x   1.00040487  =   1.00038737
 LC1220
 LC1220                          SUPERSEDED SURVEY CONTROL
 LC1220
 LC1220  NAVD 88 (09/15/03)  144.51   (m)          474.1    (f) LEVELING    3  
 LC1220  NGVD 29 (??/??/92)  144.617  (m)          474.46   (f) ADJ UNCH    1 2
 LC1220
 LC1220.Superseded values are not recommended for survey control.
 LC1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1220.See file dsdata.txt to determine how the superseded data were derived.
 LC1220
 LC1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK4611170747(NAD 83)
 LC1220_MARKER: DB = BENCH MARK DISK
 LC1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1220_STAMPING: D 239 1961
 LC1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1220+STABILITY: SURFACE MOTION
 LC1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1220+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 LC1220
 LC1220  HISTORY     - Date     Condition        Report By
 LC1220  HISTORY     - 1961     MONUMENTED       CGS
 LC1220  HISTORY     - 20020819 GOOD             NGS
 LC1220  HISTORY     - 20040517 GOOD             ILDT
 LC1220
 LC1220                          STATION DESCRIPTION
 LC1220
 LC1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1220'8.7 MI SW FROM FOREST CITY.
 LC1220'ABOUT 8.7 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 LC1220'OFFICE AT FOREST CITY, AT THE JUNCTION OF A BLACK TOP ROAD
 LC1220'LEADING NORTH, 50 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 LC1220'ROAD, 77 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH,
 LC1220'30 FEET EAST OF A T FENCE CORNER, 60 1/2 FEET WEST OF A POWER
 LC1220'LINE POLE, 1.5 FEET NORTH OF A FENCE LINE, 2.5 FEET WEST OF A
 LC1220'METAL WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE EAST-WEST
 LC1220'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LC1220'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS MARK IS ABOUT 0.4
 LC1220'MILE EAST OF THE BRIDGE OVER QUIVER CREEK.
 LC1220
 LC1220                          STATION RECOVERY (2002)
 LC1220
 LC1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BD)
 LC1220'RECOVERED AS DESCRIBED
 LC1220'
 LC1220
 LC1220                          STATION RECOVERY (2004)
 LC1220
 LC1220'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004
 LC1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1790 ***********************************************************************
 LB1790  DESIGNATION -  D 24 RESET 1970
 LB1790  PID         -  LB1790
 LB1790  STATE/COUNTY-  IL/VERMILION
 LB1790  USGS QUAD   -  HOMER (1975)
 LB1790
 LB1790                         *CURRENT SURVEY CONTROL
 LB1790  ___________________________________________________________________
 LB1790* NAD 83(1986)-  40 06 59.     (N)    087 54 07.     (W)     SCALED    
 LB1790* NAVD 88     -       202.36   (meters)     663.9    (feet)  RESET     
 LB1790  ___________________________________________________________________
 LB1790  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LB1790
 LB1790  VERT ORDER  -  THIRD
 LB1790
 LB1790.The horizontal coordinates were scaled from a topographic map and have
 LB1790.an estimated accuracy of +/- 6 seconds.
 LB1790
 LB1790.The orthometric height was computed from unverified reset data.
 LB1790
 LB1790.The geoid height was determined by GEOID03.
 LB1790
 LB1790;                    North         East    Units  Estimated Accuracy
 LB1790;SPC IL E     -   383,010.      336,770.      MT  (+/- 180 meters Scaled)
 LB1790
 LB1790                          SUPERSEDED SURVEY CONTROL
 LB1790
 LB1790.No superseded survey control is available for this station.
 LB1790
 LB1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK231410(NAD 83)
 LB1790_MARKER: DB = BENCH MARK DISK
 LB1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1790_STAMPING: D 24 RESET 1970
 LB1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1790+STABILITY: SURFACE MOTION
 LB1790
 LB1790  HISTORY     - Date     Condition        Report By
 LB1790  HISTORY     - 1970     MONUMENTED       NGS
 LB1790
 LB1790                          STATION DESCRIPTION
 LB1790
 LB1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1790'3 MI E FROM OGDEN.
 LB1790'3.05 MILES EAST ALONG INTERSTATE 74 FROM OGDEN, THENCE SOUTH
 LB1790'ALONG STATE HIGHWAY 49 FOR 0.5 MILE TO THE MARK ON THE RIGHT, 33
 LB1790'FEET NORTHWEST OF THE NORTH END OF A CONCRETE HEADWALL, 4 FEET
 LB1790'NORTHEAST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST,
 LB1790'39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP
 LB1790'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0173 ***********************************************************************
 LD0173  DESIGNATION -  D 240
 LD0173  PID         -  LD0173
 LD0173  STATE/COUNTY-  IL/CASS
 LD0173  USGS QUAD   -  BEARDSTOWN (1981)
 LD0173
 LD0173                         *CURRENT SURVEY CONTROL
 LD0173  ___________________________________________________________________
 LD0173* NAD 83(1986)-  40 01 09.     (N)    090 25 41.     (W)     SCALED    
 LD0173* NAVD 88     -       136.334  (meters)     447.29   (feet)  ADJUSTED  
 LD0173  ___________________________________________________________________
 LD0173  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0173  DYNAMIC HT  -         136.263 (meters)     447.06  (feet)  COMP
 LD0173  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 LD0173
 LD0173  VERT ORDER  -  FIRST     CLASS II
 LD0173
 LD0173.The horizontal coordinates were scaled from a topographic map and have
 LD0173.an estimated accuracy of +/- 6 seconds.
 LD0173
 LD0173.The orthometric height was determined by differential leveling
 LD0173.and adjusted by the National Geodetic Survey in June 1991..
 LD0173
 LD0173.The geoid height was determined by GEOID03.
 LD0173
 LD0173.The dynamic height is computed by dividing the NAVD 88
 LD0173.geopotential number by the normal gravity value computed on the
 LD0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0173.degrees latitude (g = 980.6199 gals.).
 LD0173
 LD0173.The modeled gravity was interpolated from observed gravity values.
 LD0173
 LD0173;                    North         East    Units  Estimated Accuracy
 LD0173;SPC IL W     -   372,150.      677,690.      MT  (+/- 180 meters Scaled)
 LD0173
 LD0173                          SUPERSEDED SURVEY CONTROL
 LD0173
 LD0173  NGVD 29 (??/??/92)  136.446  (m)          447.66   (f) ADJ UNCH    1 2
 LD0173
 LD0173.Superseded values are not recommended for survey control.
 LD0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0173.See file dsdata.txt to determine how the superseded data were derived.
 LD0173
 LD0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE194330(NAD 83)
 LD0173_MARKER: DB = BENCH MARK DISK
 LD0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0173_SP_SET: BRIDGE
 LD0173_STAMPING: D 240 1961
 LD0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0173
 LD0173  HISTORY     - Date     Condition        Report By
 LD0173  HISTORY     - 1961     MONUMENTED       CGS
 LD0173  HISTORY     - 1970     GOOD             NGS
 LD0173
 LD0173                          STATION DESCRIPTION
 LD0173
 LD0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0173'AT BEARDSTOWN.
 LD0173'ABOUT 0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0173'RAILROAD FROM ITS CROSSING OF 4TH STREET AT BEARDSTOWN, ON TOP OF
 LD0173'THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE NO. 117.20
 LD0173'OVER A STREET, 9.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 LD0173'TRACK, 10.8 FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT
 LD0173'AND 3 FEET BELOW THE TRACK.
 LD0173
 LD0173                          STATION RECOVERY (1970)
 LD0173
 LD0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LD0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0186 ***********************************************************************
 JC0186  DESIGNATION -  D 241
 JC0186  PID         -  JC0186
 JC0186  STATE/COUNTY-  IL/JERSEY
 JC0186  USGS QUAD   -  GRAFTON (1990)
 JC0186
 JC0186                         *CURRENT SURVEY CONTROL
 JC0186  ___________________________________________________________________
 JC0186* NAD 83(1986)-  38 58 18.     (N)    090 28 36.     (W)     SCALED    
 JC0186* NAVD 88     -       131.577  (meters)     431.68   (feet)  ADJUSTED  
 JC0186  ___________________________________________________________________
 JC0186  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JC0186  DYNAMIC HT  -         131.495 (meters)     431.41  (feet)  COMP
 JC0186  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 JC0186
 JC0186  VERT ORDER  -  FIRST     CLASS II
 JC0186
 JC0186.The horizontal coordinates were scaled from a topographic map and have
 JC0186.an estimated accuracy of +/- 6 seconds.
 JC0186
 JC0186.The orthometric height was determined by differential leveling
 JC0186.and adjusted by the National Geodetic Survey in June 1991..
 JC0186
 JC0186.The geoid height was determined by GEOID03.
 JC0186
 JC0186.The dynamic height is computed by dividing the NAVD 88
 JC0186.geopotential number by the normal gravity value computed on the
 JC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0186.degrees latitude (g = 980.6199 gals.).
 JC0186
 JC0186.The modeled gravity was interpolated from observed gravity values.
 JC0186
 JC0186;                    North         East    Units  Estimated Accuracy
 JC0186;SPC IL W     -   255,870.      673,140.      MT  (+/- 180 meters Scaled)
 JC0186
 JC0186                          SUPERSEDED SURVEY CONTROL
 JC0186
 JC0186  NGVD 29 (??/??/92)  131.694  (m)          432.07   (f) ADJ UNCH    1 2
 JC0186
 JC0186.Superseded values are not recommended for survey control.
 JC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0186.See file dsdata.txt to determine how the superseded data were derived.
 JC0186
 JC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD186166(NAD 83)
 JC0186_MARKER: DB = BENCH MARK DISK
 JC0186_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JC0186_SP_SET: UNSPECIFIED ROCK
 JC0186_STAMPING: D 241 1961
 JC0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0186
 JC0186  HISTORY     - Date     Condition        Report By
 JC0186  HISTORY     - 1961     MONUMENTED       CGS
 JC0186  HISTORY     - 1981     GOOD             AEROS
 JC0186  HISTORY     - 19990306 GOOD             USPSQD
 JC0186  HISTORY     - 20010331 GOOD             NGS
 JC0186  HISTORY     - 20010331 GOOD             NGS
 JC0186
 JC0186                          STATION DESCRIPTION
 JC0186
 JC0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0186'2.2 MI W FROM GRAFTON.
 JC0186'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 100 FROM THE GRAFTON
 JC0186'SCHOOL AT GRAFTON, SECTION 7 AND 8- T 6 N R 12 W, AT THE INSIDE
 JC0186'OF A LONG CURVE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 JC0186'20 FEET LONG AND 12 FEET HIGH THAT IS PART OF A LONG BLUFF
 JC0186'THAT IS PART DIRT AND ROCK, 42 FEET NORTH OF THE CENTER LINE OF
 JC0186'THE HIGHWAY, 8 FEET WEST OF THE SOUTHEAST CORNER OF THE ROCK,
 JC0186'2 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE
 JC0186'HIGHWAY SURFACE.
 JC0186
 JC0186                          STATION RECOVERY (1981)
 JC0186
 JC0186'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 JC0186'RECOVERED IN GOOD CONDITION.
 JC0186
 JC0186                          STATION RECOVERY (1999)
 JC0186
 JC0186'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0186'RECOVERED IN GOOD CONDITION.
 JC0186
 JC0186                          STATION RECOVERY (2001)
 JC0186
 JC0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0186
 JC0186                          STATION RECOVERY (2001)
 JC0186
 JC0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0137 ***********************************************************************
 KC0137  DESIGNATION -  D 242
 KC0137  PID         -  KC0137
 KC0137  STATE/COUNTY-  IL/GREENE
 KC0137  USGS QUAD   -  HARDIN (1978)
 KC0137
 KC0137                         *CURRENT SURVEY CONTROL
 KC0137  ___________________________________________________________________
 KC0137* NAD 83(1986)-  39 12 01.     (N)    090 33 09.     (W)     SCALED    
 KC0137* NAVD 88     -       145.727  (meters)     478.11   (feet)  ADJUSTED  
 KC0137  ___________________________________________________________________
 KC0137  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KC0137  DYNAMIC HT  -         145.641 (meters)     477.82  (feet)  COMP
 KC0137  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 KC0137
 KC0137  VERT ORDER  -  FIRST     CLASS II
 KC0137
 KC0137.The horizontal coordinates were scaled from a topographic map and have
 KC0137.an estimated accuracy of +/- 6 seconds.
 KC0137
 KC0137.The orthometric height was determined by differential leveling
 KC0137.and adjusted by the National Geodetic Survey in June 1991..
 KC0137
 KC0137.The geoid height was determined by GEOID03.
 KC0137
 KC0137.The dynamic height is computed by dividing the NAVD 88
 KC0137.geopotential number by the normal gravity value computed on the
 KC0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0137.degrees latitude (g = 980.6199 gals.).
 KC0137
 KC0137.The modeled gravity was interpolated from observed gravity values.
 KC0137
 KC0137;                    North         East    Units  Estimated Accuracy
 KC0137;SPC IL W     -   281,270.      666,670.      MT  (+/- 180 meters Scaled)
 KC0137
 KC0137                          SUPERSEDED SURVEY CONTROL
 KC0137
 KC0137  NGVD 29 (??/??/92)  145.839  (m)          478.47   (f) ADJ UNCH    1 2
 KC0137
 KC0137.Superseded values are not recommended for survey control.
 KC0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0137.See file dsdata.txt to determine how the superseded data were derived.
 KC0137
 KC0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD113418(NAD 83)
 KC0137_MARKER: DB = BENCH MARK DISK
 KC0137_SETTING: 66 = SET IN ROCK OUTCROP
 KC0137_SP_SET: ROCK CLIFF
 KC0137_STAMPING: D 242 1961
 KC0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0137+STABILITY: POSITION/ELEVATION WELL
 KC0137
 KC0137  HISTORY     - Date     Condition        Report By
 KC0137  HISTORY     - 1961     MONUMENTED       CGS
 KC0137
 KC0137                          STATION DESCRIPTION
 KC0137
 KC0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0137'0.8 MI NE FROM SPANKEY.
 KC0137'ABOUT 0.75 MILE NORTHEAST ALONG A GRADED ROAD FROM THE NORTH END
 KC0137'OF A 450 FEET LONG BRIDGE OVER MACOUPIN CREEK, SECTION S 28 T 7 N
 KC0137'R 13 W, AT THE INSIDE OF A CURVE, SET VERTICALLY IN THE NORTH FACE
 KC0137'AND NEAR THE EAST END OF A ROCK BLUFF, 32 FEET SOUTH OF THE CENTER
 KC0137'LINE OF THE ROAD, 45 FEET WEST OF THE EAST END OF THE ROCK BLUFF,
 KC0137'1 FOOT ABOVE THE LEVEL OF THE GROUND, AND 12 FEET ABOVE THE LEVEL
 KC0137'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0277 ***********************************************************************
 KC0277  DESIGNATION -  D 243
 KC0277  PID         -  KC0277
 KC0277  STATE/COUNTY-  IL/CASS
 KC0277  USGS QUAD   -  COOPERSTOWN (1980)
 KC0277
 KC0277                         *CURRENT SURVEY CONTROL
 KC0277  ___________________________________________________________________
 KC0277* NAD 83(1986)-  39 53 27.     (N)    090 30 13.     (W)     SCALED    
 KC0277* NAVD 88     -       134.209  (meters)     440.32   (feet)  ADJUSTED  
 KC0277  ___________________________________________________________________
 KC0277  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KC0277  DYNAMIC HT  -         134.138 (meters)     440.08  (feet)  COMP
 KC0277  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 KC0277
 KC0277  VERT ORDER  -  FIRST     CLASS II
 KC0277
 KC0277.The horizontal coordinates were scaled from a topographic map and have
 KC0277.an estimated accuracy of +/- 6 seconds.
 KC0277
 KC0277.The orthometric height was determined by differential leveling
 KC0277.and adjusted by the National Geodetic Survey in June 1991..
 KC0277
 KC0277.The geoid height was determined by GEOID03.
 KC0277
 KC0277.The dynamic height is computed by dividing the NAVD 88
 KC0277.geopotential number by the normal gravity value computed on the
 KC0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0277.degrees latitude (g = 980.6199 gals.).
 KC0277
 KC0277.The modeled gravity was interpolated from observed gravity values.
 KC0277
 KC0277;                    North         East    Units  Estimated Accuracy
 KC0277;SPC IL W     -   357,920.      671,180.      MT  (+/- 180 meters Scaled)
 KC0277
 KC0277                          SUPERSEDED SURVEY CONTROL
 KC0277
 KC0277  NGVD 29 (??/??/92)  134.323  (m)          440.69   (f) ADJ UNCH    1 2
 KC0277
 KC0277.Superseded values are not recommended for survey control.
 KC0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0277.See file dsdata.txt to determine how the superseded data were derived.
 KC0277
 KC0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE134186(NAD 83)
 KC0277_MARKER: DB = BENCH MARK DISK
 KC0277_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KC0277_SP_SET: 88 FEET
 KC0277_STAMPING: D 243 1961
 KC0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0277
 KC0277  HISTORY     - Date     Condition        Report By
 KC0277  HISTORY     - 1961     MONUMENTED       CGS
 KC0277
 KC0277                          STATION DESCRIPTION
 KC0277
 KC0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0277'9 MI S FROM BEARDSTOWN.
 KC0277'ABOUT 9.0 MILES SOUTH ALONG STATE HIGHWAY 100 FROM ITS
 KC0277'INTERSECTION WITH U.S. HIGHWAY 67 AT BEARDSTOWN, 1.0 MILE NORTH
 KC0277'OF THE CASS-MORGAN COUNTY LINE, AT THE JUNCTION OF A GRAVELED
 KC0277'ROAD LEADING WEST, 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 KC0277'HIGHWAY, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 80
 KC0277'FEET WEST OF THE CENTER OF THE JUNCTION, 2 1/2 FEET NORTH OF A
 KC0277'TELEPHONE POLE, 5 FEET SOUTHEAST OF THE EAST STEEL LEG
 KC0277'SUPPORTING A SIGN IMMANUEL LUTHERAN CHURCH 1/2 MILE, 1 FOOT EAST
 KC0277'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 KC0277'A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH
 KC0277'AND PROTECTED BY A 6 INCH TILE WHICH PROJECTS 2 INCHES ABOVE
 KC0277'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 88
 KC0277'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0227 ***********************************************************************
 KC0227  DESIGNATION -  D 244
 KC0227  PID         -  KC0227
 KC0227  STATE/COUNTY-  IL/SCOTT
 KC0227  USGS QUAD   -  BEDFORD (1980)
 KC0227
 KC0227                         *CURRENT SURVEY CONTROL
 KC0227  ___________________________________________________________________
 KC0227* NAD 83(1986)-  39 33 44.     (N)    090 31 23.     (W)     SCALED    
 KC0227* NAVD 88     -       133.490  (meters)     437.96   (feet)  ADJUSTED  
 KC0227  ___________________________________________________________________
 KC0227  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KC0227  DYNAMIC HT  -         133.415 (meters)     437.71  (feet)  COMP
 KC0227  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 KC0227
 KC0227  VERT ORDER  -  FIRST     CLASS II
 KC0227
 KC0227.The horizontal coordinates were scaled from a topographic map and have
 KC0227.an estimated accuracy of +/- 6 seconds.
 KC0227
 KC0227.The orthometric height was determined by differential leveling
 KC0227.and adjusted by the National Geodetic Survey in June 1991..
 KC0227
 KC0227.The geoid height was determined by GEOID03.
 KC0227
 KC0227.The dynamic height is computed by dividing the NAVD 88
 KC0227.geopotential number by the normal gravity value computed on the
 KC0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0227.degrees latitude (g = 980.6199 gals.).
 KC0227
 KC0227.The modeled gravity was interpolated from observed gravity values.
 KC0227
 KC0227;                    North         East    Units  Estimated Accuracy
 KC0227;SPC IL W     -   321,450.      669,380.      MT  (+/- 180 meters Scaled)
 KC0227
 KC0227                          SUPERSEDED SURVEY CONTROL
 KC0227
 KC0227  NGVD 29 (??/??/92)  133.624  (m)          438.40   (f) ADJ UNCH    1 2
 KC0227
 KC0227.Superseded values are not recommended for survey control.
 KC0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0227.See file dsdata.txt to determine how the superseded data were derived.
 KC0227
 KC0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD127821(NAD 83)
 KC0227_MARKER: DB = BENCH MARK DISK
 KC0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0227_SP_SET: CULVERT
 KC0227_STAMPING: D 244 1961
 KC0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0227+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 KC0227
 KC0227  HISTORY     - Date     Condition        Report By
 KC0227  HISTORY     - 1961     MONUMENTED       CGS
 KC0227  HISTORY     - 20030919 GOOD             NGS
 KC0227
 KC0227                          STATION DESCRIPTION
 KC0227
 KC0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0227'8.2 MI N FROM HILLVIEW.
 KC0227'ABOUT 8.2 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0227'BAPTIST CHURCH AT HILLVIEW, ABOUT 0.5 MILE NORTH OF A LARGE
 KC0227'BRIDGE OVER SANDY CREEK, SET ON TOP OF THE NORTH END OF THE EAST
 KC0227'CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER THE ROAD,
 KC0227'19 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH
 KC0227'THE SURFACE OF THE ROAD.
 KC0227
 KC0227                          STATION RECOVERY (2003)
 KC0227
 KC0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CFP)
 KC0227'A  METAL WITNESS POST WAS INSTALLED 1.3M (4.4 FT) SOUTH OF THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0235 ***********************************************************************
 KC0235  DESIGNATION -  D 245
 KC0235  PID         -  KC0235
 KC0235  STATE/COUNTY-  IL/SCOTT
 KC0235  USGS QUAD   -  BEDFORD (1980)
 KC0235
 KC0235                         *CURRENT SURVEY CONTROL
 KC0235  ___________________________________________________________________
 KC0235* NAD 83(1986)-  39 37 09.     (N)    090 31 42.     (W)     SCALED    
 KC0235* NAVD 88     -       136.170  (meters)     446.75   (feet)  ADJUSTED  
 KC0235  ___________________________________________________________________
 KC0235  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0235  DYNAMIC HT  -         136.095 (meters)     446.50  (feet)  COMP
 KC0235  MODELED GRAV-     980,072.9   (mgal)                       NAVD 88
 KC0235
 KC0235  VERT ORDER  -  FIRST     CLASS II
 KC0235
 KC0235.The horizontal coordinates were scaled from a topographic map and have
 KC0235.an estimated accuracy of +/- 6 seconds.
 KC0235
 KC0235.The orthometric height was determined by differential leveling
 KC0235.and adjusted by the National Geodetic Survey in June 1991..
 KC0235
 KC0235.The geoid height was determined by GEOID03.
 KC0235
 KC0235.The dynamic height is computed by dividing the NAVD 88
 KC0235.geopotential number by the normal gravity value computed on the
 KC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0235.degrees latitude (g = 980.6199 gals.).
 KC0235
 KC0235.The modeled gravity was interpolated from observed gravity values.
 KC0235
 KC0235;                    North         East    Units  Estimated Accuracy
 KC0235;SPC IL W     -   327,770.      668,950.      MT  (+/- 180 meters Scaled)
 KC0235
 KC0235                          SUPERSEDED SURVEY CONTROL
 KC0235
 KC0235  NGVD 29 (??/??/92)  136.298  (m)          447.17   (f) ADJ UNCH    1 2
 KC0235
 KC0235.Superseded values are not recommended for survey control.
 KC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0235.See file dsdata.txt to determine how the superseded data were derived.
 KC0235
 KC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD121884(NAD 83)
 KC0235_MARKER: DB = BENCH MARK DISK
 KC0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0235_STAMPING: D 245 1961
 KC0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0235+STABILITY: SURFACE MOTION
 KC0235
 KC0235  HISTORY     - Date     Condition        Report By
 KC0235  HISTORY     - 1961     MONUMENTED       CGS
 KC0235
 KC0235                          STATION DESCRIPTION
 KC0235
 KC0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0235'12.4 MI N FROM HILLVIEW.
 KC0235'ABOUT 12.45 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0235'BAPTIST CHURCH AT HILLVIEW, 0.5 MILE SOUTH OF THE JUNCTION OF
 KC0235'U.S. HIGHWAY 36, NEAR THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 KC0235'42 FEET WEST OF THE CENTER LINE OF THE ROAD, 26 FEET NORTH OF
 KC0235'THE CENTER LINE OF THE ROAD LEADING WEST, 18 1/2 FEET NORTHWEST OF
 KC0235'THE WEST END OF A 30-INCH PIPE CULVERT UNDER THE BLACK TOP ROAD,
 KC0235'2 FEET NORTHWEST OF A TELEPHONE POLE, 2 1/2 FEET WEST OF A
 KC0235'RIGHT-OF-WAY MARKER, 1 1/2 FEET SOUTH OF A METAL WITNESS POST,
 KC0235'ABOUT LEVEL WITH THE ROAD WEST, SET IN THE TOP OF A CONCRETE
 KC0235'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1038 ***********************************************************************
 LC1038  DESIGNATION -  D 246
 LC1038  PID         -  LC1038
 LC1038  STATE/COUNTY-  IL/MCLEAN
 LC1038  USGS QUAD   -  MC LEAN (1981)
 LC1038
 LC1038                         *CURRENT SURVEY CONTROL
 LC1038  ___________________________________________________________________
 LC1038* NAD 83(1986)-  40 19 34.     (N)    089 08 47.     (W)     SCALED    
 LC1038* NAVD 88     -       212.805  (meters)     698.18   (feet)  ADJUSTED  
 LC1038  ___________________________________________________________________
 LC1038  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LC1038  DYNAMIC HT  -         212.700 (meters)     697.83  (feet)  COMP
 LC1038  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LC1038
 LC1038  VERT ORDER  -  SECOND    CLASS 0
 LC1038
 LC1038.The horizontal coordinates were scaled from a topographic map and have
 LC1038.an estimated accuracy of +/- 6 seconds.
 LC1038
 LC1038.The orthometric height was determined by differential leveling
 LC1038.and adjusted by the National Geodetic Survey in June 1991..
 LC1038
 LC1038.The geoid height was determined by GEOID03.
 LC1038
 LC1038.The dynamic height is computed by dividing the NAVD 88
 LC1038.geopotential number by the normal gravity value computed on the
 LC1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1038.degrees latitude (g = 980.6199 gals.).
 LC1038
 LC1038.The modeled gravity was interpolated from observed gravity values.
 LC1038
 LC1038;                    North         East    Units  Estimated Accuracy
 LC1038;SPC IL E     -   406,530.      230,900.      MT  (+/- 180 meters Scaled)
 LC1038
 LC1038                          SUPERSEDED SURVEY CONTROL
 LC1038
 LC1038  NGVD 29 (??/??/92)  212.871  (m)          698.39   (f) ADJ UNCH    2 0
 LC1038
 LC1038.Superseded values are not recommended for survey control.
 LC1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1038.See file dsdata.txt to determine how the superseded data were derived.
 LC1038
 LC1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK176661(NAD 83)
 LC1038_MARKER: DB = BENCH MARK DISK
 LC1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1038_STAMPING: D 246 1960
 LC1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1038+STABILITY: SURFACE MOTION
 LC1038
 LC1038  HISTORY     - Date     Condition        Report By
 LC1038  HISTORY     - 1960     MONUMENTED       CGS
 LC1038  HISTORY     - 1989     GOOD             USPSQD
 LC1038
 LC1038                          STATION DESCRIPTION
 LC1038
 LC1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1038'1.6 MI NE FROM MCLEAN.
 LC1038'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1038'WITH 136 IN THE EAST PART OF MCLEAN , THENCE 0.4 MILES EAST ALONG
 LC1038'A GRAVEL ROAD, AT THE JUNCTION OF A DRIVE SOUTH TO A FARM HOUSE,
 LC1038'26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF THE
 LC1038'FENCE, 33 FEET EAST OF THE CENTER LINE OF THE FARM DRIVE, 3.5 FEET
 LC1038'NORTHEAST OF A POWER POLE, 15 FEET EAST OF A FENCE CORNER, 2.0
 LC1038'FEET WEST-NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 LC1038'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LC1038
 LC1038                          STATION RECOVERY (1989)
 LC1038
 LC1038'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 LC1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0338 ***********************************************************************
 MF0338  DESIGNATION -  D 247
 MF0338  PID         -  MF0338
 MF0338  STATE/COUNTY-  IL/WILL
 MF0338  USGS QUAD   -  CHANNAHON (1993)
 MF0338
 MF0338                         *CURRENT SURVEY CONTROL
 MF0338  ___________________________________________________________________
 MF0338* NAD 83(1986)-  41 25 23.     (N)    088 11 39.     (W)     SCALED    
 MF0338* NAVD 88     -       165.590  (meters)     543.27   (feet)  ADJUSTED  
 MF0338  ___________________________________________________________________
 MF0338  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0338  DYNAMIC HT  -         165.527 (meters)     543.07  (feet)  COMP
 MF0338  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 MF0338
 MF0338  VERT ORDER  -  SECOND    CLASS 0
 MF0338
 MF0338.The horizontal coordinates were scaled from a topographic map and have
 MF0338.an estimated accuracy of +/- 6 seconds.
 MF0338
 MF0338.The orthometric height was determined by differential leveling
 MF0338.and adjusted by the National Geodetic Survey in June 1991..
 MF0338
 MF0338.The geoid height was determined by GEOID03.
 MF0338
 MF0338.The dynamic height is computed by dividing the NAVD 88
 MF0338.geopotential number by the normal gravity value computed on the
 MF0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0338.degrees latitude (g = 980.6199 gals.).
 MF0338
 MF0338.The modeled gravity was interpolated from observed gravity values.
 MF0338
 MF0338;                    North         East    Units  Estimated Accuracy
 MF0338;SPC IL E     -   528,030.      311,630.      MT  (+/- 180 meters Scaled)
 MF0338
 MF0338                          SUPERSEDED SURVEY CONTROL
 MF0338
 MF0338  NGVD 29 (??/??/92)  165.679  (m)          543.57   (f) ADJ UNCH    2 0
 MF0338
 MF0338.Superseded values are not recommended for survey control.
 MF0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0338.See file dsdata.txt to determine how the superseded data were derived.
 MF0338
 MF0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL002864(NAD 83)
 MF0338_MARKER: DB = BENCH MARK DISK
 MF0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0338_SP_SET: BRIDGE
 MF0338_STAMPING: D 247 1960
 MF0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0338
 MF0338  HISTORY     - Date     Condition        Report By
 MF0338  HISTORY     - 1960     MONUMENTED       CGS
 MF0338  HISTORY     - 1961     GOOD             NGS
 MF0338
 MF0338                          STATION DESCRIPTION
 MF0338
 MF0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0338'2.6 MI SE FROM CHANNAHON.
 MF0338'ABOUT 0.6 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM CHANNAHON
 MF0338'GRADE SCHOOL IN CHANNAHON, THENCE 1.3 MILES EAST ALONG A GRAVEL ROAD,
 MF0338'THENCE 0.7 MILES SOUTH ALONG U.S. HIGHWAY 66, SET IN THE TOP OF THE
 MF0338'WEST END OF THE CONCRETE BACKWALL AT THE NORTH END OF THE NORTHBOUND
 MF0338'LANE BRIDGE OVER THE DES PLAINES RIVER, 15 FEET WEST OF THE CENTER
 MF0338'LINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 66, AND IS ABOUT LEVEL
 MF0338'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0257 ***********************************************************************
 MF0257  DESIGNATION -  D 248
 MF0257  PID         -  MF0257
 MF0257  STATE/COUNTY-  IL/LIVINGSTON
 MF0257  USGS QUAD   -  DWIGHT (1983)
 MF0257
 MF0257                         *CURRENT SURVEY CONTROL
 MF0257  ___________________________________________________________________
 MF0257* NAD 83(1986)-  41 02 05.     (N)    088 29 42.     (W)     SCALED    
 MF0257* NAVD 88     -       207.770  (meters)     681.66   (feet)  ADJUSTED  
 MF0257  ___________________________________________________________________
 MF0257  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MF0257  DYNAMIC HT  -         207.686 (meters)     681.38  (feet)  COMP
 MF0257  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 MF0257
 MF0257  VERT ORDER  -  SECOND    CLASS 0
 MF0257
 MF0257.The horizontal coordinates were scaled from a topographic map and have
 MF0257.an estimated accuracy of +/- 6 seconds.
 MF0257
 MF0257.The orthometric height was determined by differential leveling
 MF0257.and adjusted by the National Geodetic Survey in June 1991..
 MF0257
 MF0257.The geoid height was determined by GEOID03.
 MF0257
 MF0257.The dynamic height is computed by dividing the NAVD 88
 MF0257.geopotential number by the normal gravity value computed on the
 MF0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0257.degrees latitude (g = 980.6199 gals.).
 MF0257
 MF0257.The modeled gravity was interpolated from observed gravity values.
 MF0257
 MF0257;                    North         East    Units  Estimated Accuracy
 MF0257;SPC IL E     -   484,910.      286,410.      MT  (+/- 180 meters Scaled)
 MF0257
 MF0257                          SUPERSEDED SURVEY CONTROL
 MF0257
 MF0257  NGVD 29 (??/??/92)  207.839  (m)          681.89   (f) ADJ UNCH    2 0
 MF0257
 MF0257.Superseded values are not recommended for survey control.
 MF0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0257.See file dsdata.txt to determine how the superseded data were derived.
 MF0257
 MF0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL743436(NAD 83)
 MF0257_MARKER: DB = BENCH MARK DISK
 MF0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0257_SP_SET: CULVERT
 MF0257_STAMPING: D 248 1960
 MF0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0257
 MF0257  HISTORY     - Date     Condition        Report By
 MF0257  HISTORY     - 1960     MONUMENTED       CGS
 MF0257  HISTORY     - 1961     GOOD             NGS
 MF0257
 MF0257                          STATION DESCRIPTION
 MF0257
 MF0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0257'3.1 MI NE FROM ODELL.
 MF0257'ABOUT 0.35 MILE WEST ALONG WEST HAMILTON STREET FROM THE
 MF0257'GULF MOBILE AND OHIO RAILROAD STATION IN ODELL, THENCE 2.75
 MF0257'MILES NORTHEAST ALONG U.S. HIGHWAY 66, AT THE JUNCTION OF A
 MF0257'EAST-WEST GRAVELED CROSSROAD, SET IN THE TOP OF THE NORTHEAST
 MF0257'END OF THE NORTHWEST CONCRETE HEADWALL OF A 3 FEET CONCRETE
 MF0257'BOX CULVERT, (BRIDGE NO.789), UNDER THE GULF MOBILE AND
 MF0257'OHIO RAILROAD, 60 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH
 MF0257'BOUND LANE OF U.S. HIGHWAY 66, 5 FEET NORTHWEST OF THE NORTHWEST
 MF0257'RAIL OF THE SOUTH BOUND TRACK OF THE GULF MOBILE AND OHIO
 MF0257'RAILROAD, 60 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD
 MF0257'LEADING EAST AND ABOUT 5 FEET BELOW THE LEVEL OF THE RAILROAD
 MF0257'TRACK AND U.S. HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0173 ***********************************************************************
 JC0173  DESIGNATION -  D 249
 JC0173  PID         -  JC0173
 JC0173  STATE/COUNTY-  IL/ST CLAIR
 JC0173  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0173
 JC0173                         *CURRENT SURVEY CONTROL
 JC0173  ___________________________________________________________________
 JC0173* NAD 83(1986)-  38 35 43.     (N)    090 02 30.     (W)     SCALED    
 JC0173* NAVD 88     -       138.605  (meters)     454.74   (feet)  ADJUSTED  
 JC0173  ___________________________________________________________________
 JC0173  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JC0173  DYNAMIC HT  -         138.517 (meters)     454.45  (feet)  COMP
 JC0173  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 JC0173
 JC0173  VERT ORDER  -  SECOND    CLASS 0
 JC0173
 JC0173.The horizontal coordinates were scaled from a topographic map and have
 JC0173.an estimated accuracy of +/- 6 seconds.
 JC0173
 JC0173.The orthometric height was determined by differential leveling
 JC0173.and adjusted by the National Geodetic Survey in June 1991..
 JC0173
 JC0173.The geoid height was determined by GEOID03.
 JC0173
 JC0173.The dynamic height is computed by dividing the NAVD 88
 JC0173.geopotential number by the normal gravity value computed on the
 JC0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0173.degrees latitude (g = 980.6199 gals.).
 JC0173
 JC0173.The modeled gravity was interpolated from observed gravity values.
 JC0173
 JC0173;                    North         East    Units  Estimated Accuracy
 JC0173;SPC IL W     -   214,050.      710,890.      MT  (+/- 180 meters Scaled)
 JC0173
 JC0173                          SUPERSEDED SURVEY CONTROL
 JC0173
 JC0173  NGVD 29 (??/??/92)  138.710  (m)          455.08   (f) ADJ UNCH    2 0
 JC0173
 JC0173.Superseded values are not recommended for survey control.
 JC0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0173.See file dsdata.txt to determine how the superseded data were derived.
 JC0173
 JC0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC576760(NAD 83)
 JC0173_MARKER: DB = BENCH MARK DISK
 JC0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0173_SP_SET: CULVERT
 JC0173_STAMPING: D 249 1961
 JC0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0173
 JC0173  HISTORY     - Date     Condition        Report By
 JC0173  HISTORY     - 1961     MONUMENTED       CGS
 JC0173
 JC0173                          STATION DESCRIPTION
 JC0173
 JC0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0173'0.7 MI E FROM FRENCH VILLAGE.
 JC0173'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JC0173'WITH STATE HIGHWAY 157 IN FRENCH VILLAGE, ABOUT 0.4 MILE EAST
 JC0173'OF THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 161, AT THE
 JC0173'JUNCTION OF MONTCLAIR DRIVE, SET IN TOP OF THE EAST END OF THE
 JC0173'SOUTH HEADWALL OF A 20 FOOT CONCRETE BOX CULVERT UNDER U.S.
 JC0173'HIGHWAY 50, 30 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 JC0173'50, 45 FEET WEST OF THE CENTER LINE OF MONTCLAIR DRIVE, AND
 JC0173'ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2079 ***********************************************************************
 LB2079  DESIGNATION -  D 25 RESET 1974
 LB2079  PID         -  LB2079
 LB2079  STATE/COUNTY-  IL/IROQUOIS
 LB2079  USGS QUAD   -  ONARGA EAST (1986)
 LB2079
 LB2079                         *CURRENT SURVEY CONTROL
 LB2079  ___________________________________________________________________
 LB2079* NAD 83(1986)-  40 39 27.     (N)    087 52 37.     (W)     SCALED    
 LB2079* NAVD 88     -       202.46   (+/-2cm)     664.2    (feet)  VERTCON   
 LB2079  ___________________________________________________________________
 LB2079  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LB2079
 LB2079  VERT ORDER  -  THIRD (See Below)
 LB2079
 LB2079.The horizontal coordinates were scaled from a topographic map and have
 LB2079.an estimated accuracy of +/- 6 seconds.
 LB2079
 LB2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2079.The vertical order pertains to the NGVD 29 superseded value.
 LB2079
 LB2079.The geoid height was determined by GEOID03.
 LB2079
 LB2079;                    North         East    Units  Estimated Accuracy
 LB2079;SPC IL E     -   443,110.      338,600.      MT  (+/- 180 meters Scaled)
 LB2079
 LB2079                          SUPERSEDED SURVEY CONTROL
 LB2079
 LB2079  NGVD 29 (03/28/06)  202.53   (m)          664.5    (f) RESET       3  
 LB2079
 LB2079.Superseded values are not recommended for survey control.
 LB2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2079.See file dsdata.txt to determine how the superseded data were derived.
 LB2079
 LB2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL258011(NAD 83)
 LB2079_MARKER: DB = BENCH MARK DISK
 LB2079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2079_SP_SET: CULVERT
 LB2079_STAMPING: D 25 RESET 1974
 LB2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2079+STABILITY: SURFACE MOTION
 LB2079
 LB2079  HISTORY     - Date     Condition        Report By
 LB2079  HISTORY     - 1978     MONUMENTED       ILDT
 LB2079
 LB2079                          STATION DESCRIPTION
 LB2079
 LB2079'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 LB2079'7.35 MI NORTH FROM CISSNA PARK.
 LB2079'7.35 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CITY PARK IN CISSNA
 LB2079'PARK, ABOUT 0.3 MILES EAST OF A CURVE IN HIGHWAYWITH TANGENTS
 LB2079'EXTENDING SOUTH AND EAST, ABOUT 0.8 MILE WEST OF JUNCTION OF A ROAD
 LB2079'LEADING EAST TO WOODWORTH AND A CURVE IN ROAD WITH TANGENTS EXTENDING
 LB2079'NORTH AND WEST, ABOUT 0.35 MILE WEST OF KAUFMAN GRAIN ELEVATOR, IN THE
 LB2079'TOP AND 12.3 FEET SOUTHWEST OF NORTHEAST END OF NORTHEAST WINGWALL OF
 LB2079'AN 8 FOOT BY 9 FOOT CONCRETE BOX CULVERT, 21 FEET NORTH OF CENTERLINE
 LB2079'OF HIGHWAY. MARK IS ALSO 8.6 MILES SOUTH ALONG STATE HIGHWAY 49 FROM
 LB2079'THE INTERSECTION OF U.S. HIGHWAY 24 IN CRESCENT CITY.
 LB2079'THE MARK IS 1.7 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1284 ***********************************************************************
 JB1284  DESIGNATION -  D 250
 JB1284  PID         -  JB1284
 JB1284  STATE/COUNTY-  IL/WASHINGTON
 JB1284  USGS QUAD   -  OKAWVILLE (1981)
 JB1284
 JB1284                         *CURRENT SURVEY CONTROL
 JB1284  ___________________________________________________________________
 JB1284* NAD 83(1986)-  38 26 37.     (N)    089 32 45.     (W)     SCALED    
 JB1284* NAVD 88     -       129.177  (meters)     423.81   (feet)  ADJUSTED  
 JB1284  ___________________________________________________________________
 JB1284  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 JB1284  DYNAMIC HT  -         129.096 (meters)     423.54  (feet)  COMP
 JB1284  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JB1284
 JB1284  VERT ORDER  -  SECOND    CLASS 0
 JB1284
 JB1284.The horizontal coordinates were scaled from a topographic map and have
 JB1284.an estimated accuracy of +/- 6 seconds.
 JB1284
 JB1284.The orthometric height was determined by differential leveling
 JB1284.and adjusted by the National Geodetic Survey in June 1991..
 JB1284
 JB1284.The geoid height was determined by GEOID03.
 JB1284
 JB1284.The dynamic height is computed by dividing the NAVD 88
 JB1284.geopotential number by the normal gravity value computed on the
 JB1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1284.degrees latitude (g = 980.6199 gals.).
 JB1284
 JB1284.The modeled gravity was interpolated from observed gravity values.
 JB1284
 JB1284;                    North         East    Units  Estimated Accuracy
 JB1284;SPC IL W     -   197,390.      754,200.      MT  (+/- 180 meters Scaled)
 JB1284
 JB1284                          SUPERSEDED SURVEY CONTROL
 JB1284
 JB1284  NGVD 29 (??/??/92)  129.299  (m)          424.21   (f) ADJ UNCH    2 0
 JB1284
 JB1284.Superseded values are not recommended for survey control.
 JB1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1284.See file dsdata.txt to determine how the superseded data were derived.
 JB1284
 JB1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH778581(NAD 83)
 JB1284_MARKER: DB = BENCH MARK DISK
 JB1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1284_STAMPING: D 250 1961
 JB1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1284+STABILITY: SURFACE MOTION
 JB1284
 JB1284  HISTORY     - Date     Condition        Report By
 JB1284  HISTORY     - 1961     MONUMENTED       CGS
 JB1284
 JB1284                          STATION DESCRIPTION
 JB1284
 JB1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1284'0.8 MI N FROM OKAWVILLE.
 JB1284'ABOUT 0.10 MILES NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1284'IN OKAWVILLE, THENCE 0.2 MILES EAST ALONG STATE HIGHWAY 177,
 JB1284'THENCE 0.5 MILES NORTH ALONG AN ASPHALT PAVED ROAD, AT THE
 JB1284'JUNCTION OF A GRAVEL ROAD WEST, 19 FEET WEST OF THE CENTER LINE
 JB1284'OF THE ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD
 JB1284'WEST, 2 FEET EAST OF THE FENCE, 13.5 FEET SOUTH OF THE FENCE
 JB1284'CORNER, 14.5 FEET SOUTH OF A POWER POLE, 1.7 FEET NORTHEAST OF
 JB1284'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JB1284'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1498 ***********************************************************************
 JB1498  DESIGNATION -  D 251
 JB1498  PID         -  JB1498
 JB1498  STATE/COUNTY-  IL/CLINTON
 JB1498  USGS QUAD   -  BREESE (1981)
 JB1498
 JB1498                         *CURRENT SURVEY CONTROL
 JB1498  ___________________________________________________________________
 JB1498* NAD 83(1986)-  38 30 37.     (N)    089 36 44.     (W)     SCALED    
 JB1498* NAVD 88     -       129.515  (meters)     424.92   (feet)  ADJUSTED  
 JB1498  ___________________________________________________________________
 JB1498  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JB1498  DYNAMIC HT  -         129.434 (meters)     424.65  (feet)  COMP
 JB1498  MODELED GRAV-     979,997.6   (mgal)                       NAVD 88
 JB1498
 JB1498  VERT ORDER  -  SECOND    CLASS 0
 JB1498
 JB1498.The horizontal coordinates were scaled from a topographic map and have
 JB1498.an estimated accuracy of +/- 6 seconds.
 JB1498
 JB1498.The orthometric height was determined by differential leveling
 JB1498.and adjusted by the National Geodetic Survey in June 1991..
 JB1498
 JB1498.The geoid height was determined by GEOID03.
 JB1498
 JB1498.The dynamic height is computed by dividing the NAVD 88
 JB1498.geopotential number by the normal gravity value computed on the
 JB1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1498.degrees latitude (g = 980.6199 gals.).
 JB1498
 JB1498.The modeled gravity was interpolated from observed gravity values.
 JB1498
 JB1498;                    North         East    Units  Estimated Accuracy
 JB1498;SPC IL W     -   204,750.      748,360.      MT  (+/- 180 meters Scaled)
 JB1498
 JB1498                          SUPERSEDED SURVEY CONTROL
 JB1498
 JB1498  NGVD 29 (??/??/92)  129.635  (m)          425.31   (f) ADJ UNCH    2 0
 JB1498
 JB1498.Superseded values are not recommended for survey control.
 JB1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1498.See file dsdata.txt to determine how the superseded data were derived.
 JB1498
 JB1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH722656(NAD 83)
 JB1498_MARKER: DB = BENCH MARK DISK
 JB1498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1498_SP_SET: CULVERT
 JB1498_STAMPING: D 251 1961
 JB1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1498
 JB1498  HISTORY     - Date     Condition        Report By
 JB1498  HISTORY     - 1961     MONUMENTED       CGS
 JB1498
 JB1498                          STATION DESCRIPTION
 JB1498
 JB1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1498'0.6 MI E FROM DAMIANSVILLE.
 JB1498'ABOUT 0.65 MILE EAST ALONG A CONCRETE AND ASPHALT PAVED ROAD,
 JB1498'FROM ST DAMIANS CHURCH AND SCHOOL IN DAMIANSVILLE, ON THE INSIDE
 JB1498'OF A CURVE IN THE ROAD WITH TANGENTS TO THE NORTH AND WEST, AT
 JB1498'THE JUNCTION OF AN OILED ROAD SOUTH AND AN OILED ROAD EAST, SET
 JB1498'IN TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 5
 JB1498'FOOT CONCRETE BOX CULVERT, 15 FEET NORTHWEST OF THE CENTER LINE
 JB1498'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1208 ***********************************************************************
 JB1208  DESIGNATION -  D 252
 JB1208  PID         -  JB1208
 JB1208  STATE/COUNTY-  IL/JEFFERSON
 JB1208  USGS QUAD   -  WOODLAWN (1974)
 JB1208
 JB1208                         *CURRENT SURVEY CONTROL
 JB1208  ___________________________________________________________________
 JB1208* NAD 83(1986)-  38 18 15.     (N)    089 01 13.     (W)     SCALED    
 JB1208* NAVD 88     -       140.755  (meters)     461.79   (feet)  ADJUSTED  
 JB1208  ___________________________________________________________________
 JB1208  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1208  DYNAMIC HT  -         140.665 (meters)     461.50  (feet)  COMP
 JB1208  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JB1208
 JB1208  VERT ORDER  -  SECOND    CLASS 0
 JB1208
 JB1208.The horizontal coordinates were scaled from a topographic map and have
 JB1208.an estimated accuracy of +/- 6 seconds.
 JB1208
 JB1208.The orthometric height was determined by differential leveling
 JB1208.and adjusted by the National Geodetic Survey in June 1991..
 JB1208
 JB1208.The geoid height was determined by GEOID03.
 JB1208
 JB1208.The dynamic height is computed by dividing the NAVD 88
 JB1208.geopotential number by the normal gravity value computed on the
 JB1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1208.degrees latitude (g = 980.6199 gals.).
 JB1208
 JB1208.The modeled gravity was interpolated from observed gravity values.
 JB1208
 JB1208;                    North         East    Units  Estimated Accuracy
 JB1208;SPC IL E     -   181,960.      239,920.      MT  (+/- 180 meters Scaled)
 JB1208
 JB1208                          SUPERSEDED SURVEY CONTROL
 JB1208
 JB1208  NGVD 29 (??/??/92)  140.863  (m)          462.15   (f) ADJ UNCH    2 0
 JB1208
 JB1208.Superseded values are not recommended for survey control.
 JB1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1208.See file dsdata.txt to determine how the superseded data were derived.
 JB1208
 JB1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH233414(NAD 83)
 JB1208_MARKER: DB = BENCH MARK DISK
 JB1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1208_STAMPING: D 252 1961
 JB1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1208+STABILITY: SURFACE MOTION
 JB1208
 JB1208  HISTORY     - Date     Condition        Report By
 JB1208  HISTORY     - 1961     MONUMENTED       CGS
 JB1208
 JB1208                          STATION DESCRIPTION
 JB1208
 JB1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1208'2.6 MI SE FROM WOODLAWN.
 JB1208'ABOUT 1.5 MILES SOUTH ALONG AN ASPHALT PAVED FROM THE GRADE
 JB1208'SCHOOL IN WOODLAWN, THENCE 0.8 MILE EAST ALONG U.S. HIGHWAY 460,
 JB1208'THENCE 0.25 MILE SOUTH ALONG AN OILED ROAD, NEAR THE SOUTHEAST
 JB1208'CORNER OF A CEMETERY, AND AT THE JUNCTION OF A DIRT ROAD
 JB1208'SOUTHWEST, AND A DRIVE NORTHEAST TO A FARM HOUSE, 18.5 FEET EAST
 JB1208'OF THE CENTER OF THE ROAD, 134 FEET SOUTH OF THE CENTER OF THE
 JB1208'DRIVE, 100 FEET SOUTH OF THE EXTENDED CENTER OF THE ROAD
 JB1208'SOUTHWEST, 35 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 1
 JB1208'FOOT WEST OF A FENCE, 2.1 FEET SOUTH OF A METAL WITNESS POST,
 JB1208'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 JB1208'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0519 ***********************************************************************
 JB0519  DESIGNATION -  D 253
 JB0519  PID         -  JB0519
 JB0519  STATE/COUNTY-  IL/WAYNE
 JB0519  USGS QUAD   -  WAYNE CITY (1973)
 JB0519
 JB0519                         *CURRENT SURVEY CONTROL
 JB0519  ___________________________________________________________________
 JB0519* NAD 83(1986)-  38 16 14.     (N)    088 34 14.     (W)     SCALED    
 JB0519* NAVD 88     -       136.570  (meters)     448.06   (feet)  ADJUSTED  
 JB0519  ___________________________________________________________________
 JB0519  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 JB0519  DYNAMIC HT  -         136.483 (meters)     447.78  (feet)  COMP
 JB0519  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JB0519
 JB0519  VERT ORDER  -  SECOND    CLASS 0
 JB0519
 JB0519.The horizontal coordinates were scaled from a topographic map and have
 JB0519.an estimated accuracy of +/- 6 seconds.
 JB0519
 JB0519.The orthometric height was determined by differential leveling
 JB0519.and adjusted by the National Geodetic Survey in June 1991..
 JB0519
 JB0519.The geoid height was determined by GEOID03.
 JB0519
 JB0519.The dynamic height is computed by dividing the NAVD 88
 JB0519.geopotential number by the normal gravity value computed on the
 JB0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0519.degrees latitude (g = 980.6199 gals.).
 JB0519
 JB0519.The modeled gravity was interpolated from observed gravity values.
 JB0519
 JB0519;                    North         East    Units  Estimated Accuracy
 JB0519;SPC IL E     -   178,030.      279,240.      MT  (+/- 180 meters Scaled)
 JB0519
 JB0519                          SUPERSEDED SURVEY CONTROL
 JB0519
 JB0519  NGVD 29 (??/??/92)  136.696  (m)          448.48   (f) ADJ UNCH    2 0
 JB0519
 JB0519.Superseded values are not recommended for survey control.
 JB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0519.See file dsdata.txt to determine how the superseded data were derived.
 JB0519
 JB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH626370(NAD 83)
 JB0519_MARKER: DB = BENCH MARK DISK
 JB0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0519_STAMPING: D 253 1961
 JB0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0519+STABILITY: SURFACE MOTION
 JB0519
 JB0519  HISTORY     - Date     Condition        Report By
 JB0519  HISTORY     - 1961     MONUMENTED       CGS
 JB0519
 JB0519                          STATION DESCRIPTION
 JB0519
 JB0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0519'5.7 MI SE FROM WAYNE CITY.
 JB0519'ABOUT 4.7 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0519'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 1.0
 JB0519'MILE SOUTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF AN EAST-WEST
 JB0519'GRAVELED CROSS ROAD, 23 FEET SOUTH OF THE CENTER OF THE ROAD, 140
 JB0519'FEET WEST OF THE CENTER OF THE ROAD, 115 FEET WEST OF A POWER
 JB0519'POLE, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A FENCE CORNER,
 JB0519'1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 JB0519'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB0519'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0253 ***********************************************************************
 JB0253  DESIGNATION -  D 254
 JB0253  PID         -  JB0253
 JB0253  STATE/COUNTY-  IL/WHITE
 JB0253  USGS QUAD   -  GOLDEN GATE (1971)
 JB0253
 JB0253                         *CURRENT SURVEY CONTROL
 JB0253  ___________________________________________________________________
 JB0253* NAD 83(1986)-  38 15 23.     (N)    088 12 50.     (W)     SCALED    
 JB0253* NAVD 88     -       124.355  (meters)     407.99   (feet)  ADJUSTED  
 JB0253  ___________________________________________________________________
 JB0253  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JB0253  DYNAMIC HT  -         124.275 (meters)     407.73  (feet)  COMP
 JB0253  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 JB0253
 JB0253  VERT ORDER  -  SECOND    CLASS 0
 JB0253
 JB0253.The horizontal coordinates were scaled from a topographic map and have
 JB0253.an estimated accuracy of +/- 6 seconds.
 JB0253
 JB0253.The orthometric height was determined by differential leveling
 JB0253.and adjusted by the National Geodetic Survey in June 1991..
 JB0253
 JB0253.The geoid height was determined by GEOID03.
 JB0253
 JB0253.The dynamic height is computed by dividing the NAVD 88
 JB0253.geopotential number by the normal gravity value computed on the
 JB0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0253.degrees latitude (g = 980.6199 gals.).
 JB0253
 JB0253.The modeled gravity was interpolated from observed gravity values.
 JB0253
 JB0253;                    North         East    Units  Estimated Accuracy
 JB0253;SPC IL E     -   176,440.      310,450.      MT  (+/- 180 meters Scaled)
 JB0253
 JB0253                          SUPERSEDED SURVEY CONTROL
 JB0253
 JB0253  NGVD 29 (??/??/92)  124.479  (m)          408.39   (f) ADJ UNCH    2 0
 JB0253
 JB0253.Superseded values are not recommended for survey control.
 JB0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0253.See file dsdata.txt to determine how the superseded data were derived.
 JB0253
 JB0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH937349(NAD 83)
 JB0253_MARKER: DB = BENCH MARK DISK
 JB0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0253_STAMPING: D 254 1961
 JB0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0253+STABILITY: SURFACE MOTION
 JB0253
 JB0253  HISTORY     - Date     Condition        Report By
 JB0253  HISTORY     - 1961     MONUMENTED       CGS
 JB0253
 JB0253                          STATION DESCRIPTION
 JB0253
 JB0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0253'2.5 MI E FROM BURNT PRAIRIE.
 JB0253'ABOUT 1.5 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0253'BURNT PRAIRIE, THENCE 0.5 MILES NORTH ON GRAVELED ROAD, THENCE
 JB0253'0.95 MILE EAST ON GRAVELED ROAD, ABOUT 0.05 MILE EAST OF JUNCTION
 JB0253'OF GRAVELED ROAD NORTH AND AT FARM HOUSE SOUTH OF ROAD, 43.5
 JB0253'FEET NORTHEAST OF NORTHEAST CORNER OF WHITE PAINTED WOODEN BARN,
 JB0253'17 FEET SOUTH OF CENTER OF ROAD, 2 FEET NORTHEAST OF FENCE CORNER,
 JB0253'1.6 FEET EAST OF WITNESS POST, 1 FOOT NORTH OF FENCE, ABOUT 2
 JB0253'FEET ABOVE THE LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST
 JB0253'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0272 ***********************************************************************
 KC0272  DESIGNATION -  D 255
 KC0272  PID         -  KC0272
 KC0272  STATE/COUNTY-  IL/MORGAN
 KC0272  USGS QUAD   -  MEREDOSIA (1980)
 KC0272
 KC0272                         *CURRENT SURVEY CONTROL
 KC0272  ___________________________________________________________________
 KC0272* NAD 83(1986)-  39 49 55.     (N)    090 30 19.     (W)     SCALED    
 KC0272* NAVD 88     -       137.256  (meters)     450.31   (feet)  ADJUSTED  
 KC0272  ___________________________________________________________________
 KC0272  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KC0272  DYNAMIC HT  -         137.182 (meters)     450.07  (feet)  COMP
 KC0272  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 KC0272
 KC0272  VERT ORDER  -  FIRST     CLASS II
 KC0272
 KC0272.The horizontal coordinates were scaled from a topographic map and have
 KC0272.an estimated accuracy of +/- 6 seconds.
 KC0272
 KC0272.The orthometric height was determined by differential leveling
 KC0272.and adjusted by the National Geodetic Survey in June 1991..
 KC0272
 KC0272.The geoid height was determined by GEOID03.
 KC0272
 KC0272.The dynamic height is computed by dividing the NAVD 88
 KC0272.geopotential number by the normal gravity value computed on the
 KC0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0272.degrees latitude (g = 980.6199 gals.).
 KC0272
 KC0272.The modeled gravity was interpolated from observed gravity values.
 KC0272
 KC0272;                    North         East    Units  Estimated Accuracy
 KC0272;SPC IL W     -   351,380.      671,020.      MT  (+/- 180 meters Scaled)
 KC0272
 KC0272                          SUPERSEDED SURVEY CONTROL
 KC0272
 KC0272  NGVD 29 (??/??/92)  137.366  (m)          450.68   (f) ADJ UNCH    1 2
 KC0272
 KC0272.Superseded values are not recommended for survey control.
 KC0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0272.See file dsdata.txt to determine how the superseded data were derived.
 KC0272
 KC0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE134120(NAD 83)
 KC0272_MARKER: DB = BENCH MARK DISK
 KC0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0272_STAMPING: D 255 1961
 KC0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0272+STABILITY: SURFACE MOTION
 KC0272
 KC0272  HISTORY     - Date     Condition        Report By
 KC0272  HISTORY     - 1961     MONUMENTED       CGS
 KC0272
 KC0272                          STATION DESCRIPTION
 KC0272
 KC0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0272'6.2 MI N FROM BLUFFS.
 KC0272'ABOUT 6.25 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0272'OF THE WABASH RAILROAD AT BLUFFS, 0.55 MILE SOUTH OF THE
 KC0272'CROSSING OF A GRAVEL ROAD, 0.35 MILE NORTH OF THE NORTH JUNCTION
 KC0272'OF STATE HIGHWAY 100 AND STATE HIGHWAY 104, AT THE OUTSIDE OF A
 KC0272'LONG CURVE, 37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 83
 KC0272'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK
 KC0272'HOUSE, 7 FEET WEST OF A POWER LINE POLE, 18 FEET SOUTH OF A
 KC0272'FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF
 KC0272'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 KC0272'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL
 KC0272'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0273 ***********************************************************************
 KC0273  DESIGNATION -  D 255 RESET
 KC0273  PID         -  KC0273
 KC0273  STATE/COUNTY-  IL/MORGAN
 KC0273  USGS QUAD   -  MEREDOSIA (1980)
 KC0273
 KC0273                         *CURRENT SURVEY CONTROL
 KC0273  ___________________________________________________________________
 KC0273* NAD 83(1986)-  39 49 55.     (N)    090 30 18.     (W)     SCALED    
 KC0273* NAVD 88     -       137.34   (meters)     450.6    (feet)  RESET     
 KC0273  ___________________________________________________________________
 KC0273  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KC0273
 KC0273  VERT ORDER  -  THIRD
 KC0273
 KC0273.The horizontal coordinates were scaled from a topographic map and have
 KC0273.an estimated accuracy of +/- 6 seconds.
 KC0273
 KC0273.The orthometric height was computed from unverified reset data.
 KC0273
 KC0273.The geoid height was determined by GEOID03.
 KC0273
 KC0273;                    North         East    Units  Estimated Accuracy
 KC0273;SPC IL W     -   351,380.      671,040.      MT  (+/- 180 meters Scaled)
 KC0273
 KC0273                          SUPERSEDED SURVEY CONTROL
 KC0273
 KC0273.No superseded survey control is available for this station.
 KC0273
 KC0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE135120(NAD 83)
 KC0273_MARKER: DB = BENCH MARK DISK
 KC0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0273_STAMPING: D 255 RESET 1970
 KC0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0273+STABILITY: SURFACE MOTION
 KC0273
 KC0273  HISTORY     - Date     Condition        Report By
 KC0273  HISTORY     - 1970     MONUMENTED       NGS
 KC0273
 KC0273                          STATION DESCRIPTION
 KC0273
 KC0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KC0273'6.2 MI N FROM BLUFFS.
 KC0273'ABOUT 5.15 MILES NORTH ALONG STATE HIGHWAY 100 FROM ITS CROSSING
 KC0273'OF THE WABASH RAILROAD AT BLUFFS, THENCE NORTH ALONG U.S. HIGHWAY
 KC0273'67 1.1 MILE TO THE MARK ON THE RIGHT, 1 FOOT NORTH OF A METAL
 KC0273'WITNESS POST, 1 FOOT SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST,
 KC0273'32 FEET SOUTH OF A FENCE AND A POWER POLE, 64 FEET EAST OF THE
 KC0273'CENTERLINE OF THE HIGHWAY, 87 FEET SOUTH OF THE SOUTHWEST CORNER
 KC0273'OF A CONCRETE BLOCK BUILDING, 63 FEET SOUTH OF THE CENTERLINE
 KC0273'OF A DRIVEWAY EAST, SET IN THE TOP OF A ROUND CONCRETENPOST
 KC0273'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0804 ***********************************************************************
 JB0804  DESIGNATION -  D 256
 JB0804  PID         -  JB0804
 JB0804  STATE/COUNTY-  IL/MARION
 JB0804  USGS QUAD   -  PATOKA (1981)
 JB0804
 JB0804                         *CURRENT SURVEY CONTROL
 JB0804  ___________________________________________________________________
 JB0804* NAD 83(1986)-  38 46 26.     (N)    089 05 32.     (W)     SCALED    
 JB0804* NAVD 88     -       146.852  (meters)     481.80   (feet)  ADJUSTED  
 JB0804  ___________________________________________________________________
 JB0804  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB0804  DYNAMIC HT  -         146.760 (meters)     481.50  (feet)  COMP
 JB0804  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JB0804
 JB0804  VERT ORDER  -  FIRST     CLASS I
 JB0804
 JB0804.The horizontal coordinates were scaled from a topographic map and have
 JB0804.an estimated accuracy of +/- 6 seconds.
 JB0804
 JB0804.The orthometric height was determined by differential leveling
 JB0804.and adjusted by the National Geodetic Survey in June 1991..
 JB0804
 JB0804.The geoid height was determined by GEOID03.
 JB0804
 JB0804.The dynamic height is computed by dividing the NAVD 88
 JB0804.geopotential number by the normal gravity value computed on the
 JB0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0804.degrees latitude (g = 980.6199 gals.).
 JB0804
 JB0804.The modeled gravity was interpolated from observed gravity values.
 JB0804
 JB0804;                    North         East    Units  Estimated Accuracy
 JB0804;SPC IL E     -   234,150.      234,050.      MT  (+/- 180 meters Scaled)
 JB0804
 JB0804                          SUPERSEDED SURVEY CONTROL
 JB0804
 JB0804  NGVD 29 (??/??/92)  146.971  (m)          482.19   (f) ADJ UNCH    1 1
 JB0804
 JB0804.Superseded values are not recommended for survey control.
 JB0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0804.See file dsdata.txt to determine how the superseded data were derived.
 JB0804
 JB0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH182937(NAD 83)
 JB0804_MARKER: DB = BENCH MARK DISK
 JB0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0804_SP_SET: BRIDGE
 JB0804_STAMPING: D 256 1961
 JB0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0804
 JB0804  HISTORY     - Date     Condition        Report By
 JB0804  HISTORY     - 1961     MONUMENTED       CGS
 JB0804  HISTORY     - 1969     GOOD             NGS
 JB0804
 JB0804                          STATION DESCRIPTION
 JB0804
 JB0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0804'1.4 MI N FROM PATOKA.
 JB0804'ABOUT 1.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0804'THE POST OFFICE AT PATOKA, 0.25 MILE SOUTH OF MILEPOST 677, 7
 JB0804'FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE WEST END OF THE
 JB0804'CONCRETE LEDGE ON THE NORTH CONCRETE ABUTMENT OF A RAILROAD
 JB0804'BRIDGE OVER NORTH FORK, 1 FOOT EAST OF THE WEST END OF THE LEDGE,
 JB0804'AND 3 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 21, T 4 N,
 JB0804'R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0810 ***********************************************************************
 KB0810  DESIGNATION -  D 257
 KB0810  PID         -  KB0810
 KB0810  STATE/COUNTY-  IL/FAYETTE
 KB0810  USGS QUAD   -  VERA (1982)
 KB0810
 KB0810                         *CURRENT SURVEY CONTROL
 KB0810  ___________________________________________________________________
 KB0810* NAD 83(1986)-  39 01 15.     (N)    089 06 37.     (W)     SCALED    
 KB0810* NAVD 88     -       162.678  (meters)     533.72   (feet)  ADJUSTED  
 KB0810  ___________________________________________________________________
 KB0810  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KB0810  DYNAMIC HT  -         162.579 (meters)     533.39  (feet)  COMP
 KB0810  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 KB0810
 KB0810  VERT ORDER  -  FIRST     CLASS I
 KB0810
 KB0810.The horizontal coordinates were scaled from a topographic map and have
 KB0810.an estimated accuracy of +/- 6 seconds.
 KB0810
 KB0810.The orthometric height was determined by differential leveling
 KB0810.and adjusted by the National Geodetic Survey in June 1991..
 KB0810
 KB0810.The geoid height was determined by GEOID03.
 KB0810
 KB0810.The dynamic height is computed by dividing the NAVD 88
 KB0810.geopotential number by the normal gravity value computed on the
 KB0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0810.degrees latitude (g = 980.6199 gals.).
 KB0810
 KB0810.The modeled gravity was interpolated from observed gravity values.
 KB0810
 KB0810;                    North         East    Units  Estimated Accuracy
 KB0810;SPC IL E     -   261,580.      232,720.      MT  (+/- 180 meters Scaled)
 KB0810
 KB0810                          SUPERSEDED SURVEY CONTROL
 KB0810
 KB0810  NGVD 29 (??/??/92)  162.791  (m)          534.09   (f) ADJ UNCH    1 1
 KB0810
 KB0810.Superseded values are not recommended for survey control.
 KB0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0810.See file dsdata.txt to determine how the superseded data were derived.
 KB0810
 KB0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ173212(NAD 83)
 KB0810_MARKER: DB = BENCH MARK DISK
 KB0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0810_STAMPING: D 257 1961
 KB0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0810+STABILITY: SURFACE MOTION
 KB0810
 KB0810  HISTORY     - Date     Condition        Report By
 KB0810  HISTORY     - 1961     MONUMENTED       CGS
 KB0810  HISTORY     - 1969     GOOD             NGS
 KB0810  HISTORY     - 1976     GOOD             NGS
 KB0810
 KB0810                          STATION DESCRIPTION
 KB0810
 KB0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0810'4.2 MI N FROM VANDALIA.
 KB0810'ABOUT 4.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0810'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 KB0810'VANDALIA, 10 RAILS NORTH OF MILEPOST 694, 112 FEET SOUTHEAST OF
 KB0810'THE CENTER OF A CROSSING OF THE RAILROAD AND A ROAD, 69 1/2
 KB0810'FEET EAST OF THE EAST RAIL, 65 FEET SOUTH OF THE CENTER LINE
 KB0810'OF THE ROAD, 44 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET
 KB0810'NORTH OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF
 KB0810'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 KB0810'WITH THE SURFACE OF THE GROUND.  SEC 29, T 7 N, R 1 E.
 KB0810
 KB0810                          STATION RECOVERY (1976)
 KB0810
 KB0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0220 ***********************************************************************
 LD0220  DESIGNATION -  D 258
 LD0220  PID         -  LD0220
 LD0220  STATE/COUNTY-  IL/MASON
 LD0220  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0220
 LD0220                         *CURRENT SURVEY CONTROL
 LD0220  ___________________________________________________________________
 LD0220* NAD 83(1986)-  40 06 17.     (N)    090 09 13.     (W)     SCALED    
 LD0220* NAVD 88     -       142.486  (meters)     467.47   (feet)  ADJUSTED  
 LD0220  ___________________________________________________________________
 LD0220  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LD0220  DYNAMIC HT  -         142.413 (meters)     467.23  (feet)  COMP
 LD0220  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 LD0220
 LD0220  VERT ORDER  -  FIRST     CLASS II
 LD0220
 LD0220.The horizontal coordinates were scaled from a topographic map and have
 LD0220.an estimated accuracy of +/- 6 seconds.
 LD0220
 LD0220.The orthometric height was determined by differential leveling
 LD0220.and adjusted by the National Geodetic Survey in June 1991..
 LD0220
 LD0220.The geoid height was determined by GEOID03.
 LD0220
 LD0220.The dynamic height is computed by dividing the NAVD 88
 LD0220.geopotential number by the normal gravity value computed on the
 LD0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0220.degrees latitude (g = 980.6199 gals.).
 LD0220
 LD0220.The modeled gravity was interpolated from observed gravity values.
 LD0220
 LD0220;                    North         East    Units  Estimated Accuracy
 LD0220;SPC IL W     -   381,620.      701,110.      MT  (+/- 180 meters Scaled)
 LD0220
 LD0220                          SUPERSEDED SURVEY CONTROL
 LD0220
 LD0220  NGVD 29 (??/??/92)  142.585  (m)          467.80   (f) ADJ UNCH    1 2
 LD0220
 LD0220.Superseded values are not recommended for survey control.
 LD0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0220.See file dsdata.txt to determine how the superseded data were derived.
 LD0220
 LD0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE426432(NAD 83)
 LD0220_MARKER: DB = BENCH MARK DISK
 LD0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0220_STAMPING: D 258 1961
 LD0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0220+STABILITY: SURFACE MOTION
 LD0220
 LD0220  HISTORY     - Date     Condition        Report By
 LD0220  HISTORY     - 1961     MONUMENTED       CGS
 LD0220  HISTORY     - 20050601 MARK NOT FOUND   ILDT
 LD0220
 LD0220                          STATION DESCRIPTION
 LD0220
 LD0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0220'3.9 MI N FROM CHANDLERVILLE.
 LD0220'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 LD0220'WITH LAKE STREET IN CHANDLERVILLE, NEAR THE INTERSECTION OF
 LD0220'SAIDORA ROAD, 96 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LD0220'28 1/2 FEET SOUTH OF THE CENTERLINE OF SAIDORA ROAD, 57.8 FEET
 LD0220'EAST OF A CONCRETE RIGHT-OF-WAY MARKER, 3 1/2 FEET WEST OF TELEPHONE
 LD0220'POLE NO. E 20, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 LD0220'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LD0220'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 LD0220
 LD0220                          STATION RECOVERY (2005)
 LD0220
 LD0220'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0466 ***********************************************************************
 LC0466  DESIGNATION -  D 259
 LC0466  PID         -  LC0466
 LC0466  STATE/COUNTY-  IL/MCLEAN
 LC0466  USGS QUAD   -  HEYWORTH (1981)
 LC0466
 LC0466                         *CURRENT SURVEY CONTROL
 LC0466  ___________________________________________________________________
 LC0466* NAD 83(1986)-  40 20 41.     (N)    088 58 49.     (W)     SCALED    
 LC0466* NAVD 88     -       222.789  (meters)     730.93   (feet)  ADJUSTED  
 LC0466  ___________________________________________________________________
 LC0466  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC0466  DYNAMIC HT  -         222.681 (meters)     730.58  (feet)  COMP
 LC0466  MODELED GRAV-     980,133.8   (mgal)                       NAVD 88
 LC0466
 LC0466  VERT ORDER  -  FIRST     CLASS I
 LC0466
 LC0466.The horizontal coordinates were scaled from a topographic map and have
 LC0466.an estimated accuracy of +/- 6 seconds.
 LC0466
 LC0466.The orthometric height was determined by differential leveling
 LC0466.and adjusted by the National Geodetic Survey in June 1991..
 LC0466
 LC0466.The geoid height was determined by GEOID03.
 LC0466
 LC0466.The dynamic height is computed by dividing the NAVD 88
 LC0466.geopotential number by the normal gravity value computed on the
 LC0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0466.degrees latitude (g = 980.6199 gals.).
 LC0466
 LC0466.The modeled gravity was interpolated from observed gravity values.
 LC0466
 LC0466;                    North         East    Units  Estimated Accuracy
 LC0466;SPC IL E     -   408,480.      245,040.      MT  (+/- 180 meters Scaled)
 LC0466
 LC0466                          SUPERSEDED SURVEY CONTROL
 LC0466
 LC0466  NGVD 29 (??/??/92)  222.858  (m)          731.16   (f) ADJ UNCH    1 1
 LC0466
 LC0466.Superseded values are not recommended for survey control.
 LC0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0466.See file dsdata.txt to determine how the superseded data were derived.
 LC0466
 LC0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK318679(NAD 83)
 LC0466_MARKER: DB = BENCH MARK DISK
 LC0466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0466_SP_SET: 66 1/2 FEET
 LC0466_STAMPING: D 259 1961
 LC0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0466
 LC0466  HISTORY     - Date     Condition        Report By
 LC0466  HISTORY     - 1961     MONUMENTED       CGS
 LC0466  HISTORY     - 1969     GOOD             NGS
 LC0466  HISTORY     - 1987     GOOD             USPSQD
 LC0466
 LC0466                          STATION DESCRIPTION
 LC0466
 LC0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0466'2.2 MI N FROM HEYWORTH.
 LC0466'ABOUT 2.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0466'THE POST OFFICE AT HEYWORTH, 0.4 MILE SOUTH OF MILEPOST 787,
 LC0466'110 FEET EAST-NORTHEAST OF THE CENTER OF A CROSSING OF THE
 LC0466'RAILROAD, 96 1/2 FEET EAST OF THE EAST RAIL, 33 FEET NORTH OF
 LC0466'THE CENTER LINE OF THE ROAD, 12 1/2 FEET NORTH OF A POWER POLE
 LC0466'WHICH IS BRACED BY 2 GUY WIRES, 11 FEET NORTH OF A CORNER FENCE
 LC0466'POST, 1 1/2 FEET WEST OF A FENCE, 1.4 FEET SOUTH OF A METAL
 LC0466'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 LC0466'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 LC0466'DEPTH OF 66 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 LC0466'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 21, T 22 N,
 LC0466'R 2 E.
 LC0466
 LC0466                          STATION RECOVERY (1987)
 LC0466
 LC0466'RECOVERY NOTE BY US POWER SQUADRON 1987 (KMS)
 LC0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1466 ***********************************************************************
 ME1466  DESIGNATION -  D 26 RESET 1967
 ME1466  PID         -  ME1466
 ME1466  STATE/COUNTY-  IL/KANKAKEE
 ME1466  USGS QUAD   -  BOURBONNAIS (1978)
 ME1466
 ME1466                         *CURRENT SURVEY CONTROL
 ME1466  ___________________________________________________________________
 ME1466* NAD 83(1986)-  41 13 39.     (N)    087 52 37.     (W)     SCALED    
 ME1466* NAVD 88     -       198.45   (meters)     651.1    (feet)  RESET     
 ME1466  ___________________________________________________________________
 ME1466  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 ME1466
 ME1466  VERT ORDER  -  THIRD
 ME1466
 ME1466.The horizontal coordinates were scaled from a topographic map and have
 ME1466.an estimated accuracy of +/- 6 seconds.
 ME1466
 ME1466.The orthometric height was computed from unverified reset data.
 ME1466
 ME1466.The geoid height was determined by GEOID03.
 ME1466
 ME1466;                    North         East    Units  Estimated Accuracy
 ME1466;SPC IL E     -   506,410.      338,270.      MT  (+/- 180 meters Scaled)
 ME1466
 ME1466                          SUPERSEDED SURVEY CONTROL
 ME1466
 ME1466.No superseded survey control is available for this station.
 ME1466
 ME1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL265643(NAD 83)
 ME1466_MARKER: DB = BENCH MARK DISK
 ME1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1466_STAMPING: D 26 RESET 1967
 ME1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1466+STABILITY: SURFACE MOTION
 ME1466
 ME1466  HISTORY     - Date     Condition        Report By
 ME1466  HISTORY     - 1967     MONUMENTED       CGS
 ME1466
 ME1466                          STATION DESCRIPTION
 ME1466
 ME1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME1466'5.1 MI N FROM BOURBONIS.
 ME1466'5.1 MILES NORTH ALONG U.S. HIGHWAY 45 AND 52 FROM THE JUNCTION
 ME1466'OF STATE HIGHWAY 102 IN BOURBONIS.  IT IS 200 FEET NORTHWEST OF
 ME1466'THE BRIDGE OVER BLACK WALNUT CREEK, 70 FEET WEST OF THE
 ME1466'CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF A METAL WITNESS
 ME1466'POST.  THE ROUND CONCRETE MONUMENT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0532 ***********************************************************************
 KB0532  DESIGNATION -  D 260
 KB0532  PID         -  KB0532
 KB0532  STATE/COUNTY-  IL/MACON
 KB0532  USGS QUAD   -  FORSYTH (1975)
 KB0532
 KB0532                         *CURRENT SURVEY CONTROL
 KB0532  ___________________________________________________________________
 KB0532* NAD 83(1986)-  39 59 32.     (N)    088 57 03.     (W)     SCALED    
 KB0532* NAVD 88     -       208.145  (meters)     682.89   (feet)  ADJUSTED  
 KB0532  ___________________________________________________________________
 KB0532  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KB0532  DYNAMIC HT  -         208.038 (meters)     682.54  (feet)  COMP
 KB0532  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 KB0532
 KB0532  VERT ORDER  -  FIRST     CLASS I
 KB0532
 KB0532.The horizontal coordinates were scaled from a topographic map and have
 KB0532.an estimated accuracy of +/- 6 seconds.
 KB0532
 KB0532.The orthometric height was determined by differential leveling
 KB0532.and adjusted by the National Geodetic Survey in June 1991..
 KB0532
 KB0532.The geoid height was determined by GEOID03.
 KB0532
 KB0532.The dynamic height is computed by dividing the NAVD 88
 KB0532.geopotential number by the normal gravity value computed on the
 KB0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0532.degrees latitude (g = 980.6199 gals.).
 KB0532
 KB0532.The modeled gravity was interpolated from observed gravity values.
 KB0532
 KB0532;                    North         East    Units  Estimated Accuracy
 KB0532;SPC IL E     -   369,320.      247,260.      MT  (+/- 180 meters Scaled)
 KB0532
 KB0532                          SUPERSEDED SURVEY CONTROL
 KB0532
 KB0532  NGVD 29 (??/??/92)  208.219  (m)          683.13   (f) ADJ UNCH    1 1
 KB0532
 KB0532.Superseded values are not recommended for survey control.
 KB0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0532.See file dsdata.txt to determine how the superseded data were derived.
 KB0532
 KB0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK334287(NAD 83)
 KB0532_MARKER: DB = BENCH MARK DISK
 KB0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0532_SP_SET: BRIDGE
 KB0532_STAMPING: D 260 1961
 KB0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0532
 KB0532  HISTORY     - Date     Condition        Report By
 KB0532  HISTORY     - 1961     MONUMENTED       CGS
 KB0532  HISTORY     - 1969     GOOD             NGS
 KB0532  HISTORY     - 1976     GOOD             NGS
 KB0532  HISTORY     - 1989     GOOD             USPSQD
 KB0532
 KB0532                          STATION DESCRIPTION
 KB0532
 KB0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0532'3 MI S FROM MAROA.
 KB0532'ABOUT 2.95 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0532'THE STATION AT MAROA, 0.2 MILE NORTH OF MILEPOST 762, 135 YARDS
 KB0532'SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED
 KB0532'ROAD, 115 YARDS SOUTH OF A GROUP OF ELECTRICAL TRANSFORMERS, 8
 KB0532'FEET EAST OF THE EAST RAIL OF THE MOST EASTERLY SET OF TRACKS,
 KB0532'SET IN THE TOP AND 2.9 FEET WEST OF THE EAST END OF THE NORTH
 KB0532'CONCRETE ABUTMENT OF A CONCRETE RAILROAD BRIDGE, AND ABOUT 4 FEET
 KB0532'BELOW THE LEVEL OF THE TRACK.  SEC 26, T 18 N, R 2 E.
 KB0532
 KB0532                          STATION RECOVERY (1976)
 KB0532
 KB0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0532'RECOVERED IN GOOD CONDITION.
 KB0532
 KB0532                          STATION RECOVERY (1989)
 KB0532
 KB0532'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDG)
 KB0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0764 ***********************************************************************
 KB0764  DESIGNATION -  D 261
 KB0764  PID         -  KB0764
 KB0764  STATE/COUNTY-  IL/CHRISTIAN
 KB0764  USGS QUAD   -  OCONEE (1982)
 KB0764
 KB0764                         *CURRENT SURVEY CONTROL
 KB0764  ___________________________________________________________________
 KB0764* NAD 83(1986)-  39 20 52.     (N)    089 05 38.     (W)     SCALED    
 KB0764* NAVD 88     -       205.294  (meters)     673.54   (feet)  ADJUSTED  
 KB0764  ___________________________________________________________________
 KB0764  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0764  DYNAMIC HT  -         205.170 (meters)     673.13  (feet)  COMP
 KB0764  MODELED GRAV-     980,016.7   (mgal)                       NAVD 88
 KB0764
 KB0764  VERT ORDER  -  FIRST     CLASS I
 KB0764
 KB0764.The horizontal coordinates were scaled from a topographic map and have
 KB0764.an estimated accuracy of +/- 6 seconds.
 KB0764
 KB0764.The orthometric height was determined by differential leveling
 KB0764.and adjusted by the National Geodetic Survey in June 1991..
 KB0764
 KB0764.The geoid height was determined by GEOID03.
 KB0764
 KB0764.The dynamic height is computed by dividing the NAVD 88
 KB0764.geopotential number by the normal gravity value computed on the
 KB0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0764.degrees latitude (g = 980.6199 gals.).
 KB0764
 KB0764.The modeled gravity was interpolated from observed gravity values.
 KB0764
 KB0764;                    North         East    Units  Estimated Accuracy
 KB0764;SPC IL W     -   298,130.      792,470.      MT  (+/- 180 meters Scaled)
 KB0764
 KB0764                          SUPERSEDED SURVEY CONTROL
 KB0764
 KB0764  NGVD 29 (??/??/92)  205.373  (m)          673.79   (f) ADJ UNCH    1 1
 KB0764
 KB0764.Superseded values are not recommended for survey control.
 KB0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0764.See file dsdata.txt to determine how the superseded data were derived.
 KB0764
 KB0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ195574(NAD 83)
 KB0764_MARKER: DB = BENCH MARK DISK
 KB0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0764_STAMPING: D 261 1961
 KB0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0764+STABILITY: SURFACE MOTION
 KB0764
 KB0764  HISTORY     - Date     Condition        Report By
 KB0764  HISTORY     - 1961     MONUMENTED       CGS
 KB0764  HISTORY     - 1969     GOOD             NGS
 KB0764  HISTORY     - 1976     GOOD             NGS
 KB0764
 KB0764                          STATION DESCRIPTION
 KB0764
 KB0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0764'3 MI S FROM PANA.
 KB0764'ABOUT 3.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0764'THE RAILROAD SWITCH CONTROL TOWER AT PANA, 0.3 MILE SOUTH OF
 KB0764'MILEPOST 717, 102 FEET NORTHEAST OF THE CENTER OF A CROSSING
 KB0764'OF THE RAILROAD AND A ROAD WHICH IS THE CHRISTIAN-SHELBY COUNTY
 KB0764'LINE, 92 FEET EAST OF THE EAST RAIL, 22 FEET NORTH OF THE CENTER
 KB0764'LINE OF THE ROAD, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 1.6 FEET
 KB0764'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 KB0764'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KB0764'3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 33, T11N, R1E.
 KB0764
 KB0764                          STATION RECOVERY (1976)
 KB0764
 KB0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0794 ***********************************************************************
 KB0794  DESIGNATION -  D 262
 KB0794  PID         -  KB0794
 KB0794  STATE/COUNTY-  IL/FAYETTE
 KB0794  USGS QUAD   -  RAMSEY (1982)
 KB0794
 KB0794                         *CURRENT SURVEY CONTROL
 KB0794  ___________________________________________________________________
 KB0794* NAD 83(1986)-  39 08 23.     (N)    089 06 29.     (W)     SCALED    
 KB0794* NAVD 88     -       186.685  (meters)     612.48   (feet)  ADJUSTED  
 KB0794  ___________________________________________________________________
 KB0794  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KB0794  DYNAMIC HT  -         186.572 (meters)     612.11  (feet)  COMP
 KB0794  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 KB0794
 KB0794  VERT ORDER  -  FIRST     CLASS I
 KB0794
 KB0794.The horizontal coordinates were scaled from a topographic map and have
 KB0794.an estimated accuracy of +/- 6 seconds.
 KB0794
 KB0794.The orthometric height was determined by differential leveling
 KB0794.and adjusted by the National Geodetic Survey in June 1991..
 KB0794
 KB0794.The geoid height was determined by GEOID03.
 KB0794
 KB0794.The dynamic height is computed by dividing the NAVD 88
 KB0794.geopotential number by the normal gravity value computed on the
 KB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0794.degrees latitude (g = 980.6199 gals.).
 KB0794
 KB0794.The modeled gravity was interpolated from observed gravity values.
 KB0794
 KB0794;                    North         East    Units  Estimated Accuracy
 KB0794;SPC IL E     -   274,780.      233,020.      MT  (+/- 180 meters Scaled)
 KB0794
 KB0794                          SUPERSEDED SURVEY CONTROL
 KB0794
 KB0794  NGVD 29 (??/??/92)  186.768  (m)          612.75   (f) ADJ UNCH    1 1
 KB0794
 KB0794.Superseded values are not recommended for survey control.
 KB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0794.See file dsdata.txt to determine how the superseded data were derived.
 KB0794
 KB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ178343(NAD 83)
 KB0794_MARKER: DB = BENCH MARK DISK
 KB0794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KB0794_SP_SET: 24 FEET
 KB0794_STAMPING: D 262 1961
 KB0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0794
 KB0794  HISTORY     - Date     Condition        Report By
 KB0794  HISTORY     - 1961     MONUMENTED       CGS
 KB0794  HISTORY     - 1969     GOOD             NGS
 KB0794  HISTORY     - 1970     GOOD             NGS
 KB0794  HISTORY     - 1976     GOOD             NGS
 KB0794
 KB0794                          STATION DESCRIPTION
 KB0794
 KB0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0794'AT RAMSEY.
 KB0794'AT RAMSEY, 51 1/2 FEET SOUTHWEST AND ACROSS THE NORFOLK AND
 KB0794'WESTERN RAILWAY FROM THE RAILROAD SWITCH CONTROL TOWER, 59 FEET
 KB0794'WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 21 FEET
 KB0794'SOUTH OF THE SOUTH RAIL OF THE NORFOLK AND WESTERN RAILWAY, 12
 KB0794'FEET WEST OF THE SOUTHWEST CORNER OF A SIGNAL CONTROL BOX, 2 1/2
 KB0794'FEET SOUTH OF A TELEPHONE POLE, 0.8 FOOT EAST OF A METAL WITNESS
 KB0794'POST, ABOUT LEVEL WITH THE TRACKS, AND ON THE TOP OF A 5/8-INCH
 KB0794'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS
 KB0794'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 KB0794'OF THE GROUND.  SEC 17, T8N, R1E.
 KB0794
 KB0794                          STATION RECOVERY (1970)
 KB0794
 KB0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KB0794'RECOVERED IN GOOD CONDITION.
 KB0794
 KB0794                          STATION RECOVERY (1976)
 KB0794
 KB0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1134 ***********************************************************************
 MF1134  DESIGNATION -  D 265
 MF1134  PID         -  MF1134
 MF1134  STATE/COUNTY-  IL/WHITESIDE
 MF1134  USGS QUAD   -  HAHNAMAN (1982)
 MF1134
 MF1134                         *CURRENT SURVEY CONTROL
 MF1134  ___________________________________________________________________
 MF1134* NAD 83(1986)-  41 44 23.     (N)    089 41 07.     (W)     SCALED    
 MF1134* NAVD 88     -       195.630  (meters)     641.83   (feet)  ADJUSTED  
 MF1134  ___________________________________________________________________
 MF1134  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1134  DYNAMIC HT  -         195.559 (meters)     641.60  (feet)  COMP
 MF1134  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 MF1134
 MF1134  VERT ORDER  -  SECOND    CLASS 0
 MF1134
 MF1134.This mark is at Whiteside Co Apt-Jos Bittorf Fld Airport (SQI)
 MF1134
 MF1134.The horizontal coordinates were scaled from a topographic map and have
 MF1134.an estimated accuracy of +/- 6 seconds.
 MF1134
 MF1134.The orthometric height was determined by differential leveling
 MF1134.and adjusted by the National Geodetic Survey in June 1991..
 MF1134
 MF1134.The geoid height was determined by GEOID03.
 MF1134
 MF1134.The dynamic height is computed by dividing the NAVD 88
 MF1134.geopotential number by the normal gravity value computed on the
 MF1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1134.degrees latitude (g = 980.6199 gals.).
 MF1134
 MF1134.The modeled gravity was interpolated from observed gravity values.
 MF1134
 MF1134;                    North         East    Units  Estimated Accuracy
 MF1134;SPC IL W     -   563,290.      740,040.      MT  (+/- 180 meters Scaled)
 MF1134
 MF1134                          SUPERSEDED SURVEY CONTROL
 MF1134
 MF1134  NGVD 29 (??/??/92)  195.697  (m)          642.05   (f) ADJ UNCH    2 0
 MF1134
 MF1134.Superseded values are not recommended for survey control.
 MF1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1134.See file dsdata.txt to determine how the superseded data were derived.
 MF1134
 MF1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM766243(NAD 83)
 MF1134_MARKER: DB = BENCH MARK DISK
 MF1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1134_STAMPING: D 265 1966
 MF1134_MARK LOGO: CGS   
 MF1134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MF1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1134+STABILITY: SURFACE MOTION
 MF1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1134+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 MF1134
 MF1134  HISTORY     - Date     Condition        Report By
 MF1134  HISTORY     - 1966     MONUMENTED       CGS
 MF1134  HISTORY     - 1973     GOOD             NGS
 MF1134  HISTORY     - 1981     GOOD             CGS
 MF1134  HISTORY     - 1987     GOOD             USPSQD
 MF1134  HISTORY     - 1989     GOOD             USPSQD
 MF1134  HISTORY     - 19920815 GOOD             NGS
 MF1134  HISTORY     - 19940706 GOOD             USPSQD
 MF1134  HISTORY     - 19990501 GOOD             USPSQD
 MF1134  HISTORY     - 20010925 GOOD             CMT
 MF1134  HISTORY     - 20030315 GOOD             USPSQD
 MF1134  HISTORY     - 20050322 GOOD             USPSQD
 MF1134
 MF1134                          STATION DESCRIPTION
 MF1134
 MF1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MF1134'1.7 MI SE FROM ROCK FALLS.
 MF1134'THE MARK IS LOCATED ON WHITESIDE COUNTY AIRPORT PROPERTY UNDER
 MF1134'THE CENTER OF THE AIRPORT BEACON.
 MF1134
 MF1134                          STATION RECOVERY (1973)
 MF1134
 MF1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MF1134'RECOVERED IN GOOD CONDITION.
 MF1134
 MF1134                          STATION RECOVERY (1981)
 MF1134
 MF1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 MF1134'RECOVERED IN GOOD CONDITION.
 MF1134
 MF1134                          STATION RECOVERY (1987)
 MF1134
 MF1134'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCK)
 MF1134'RECOVERED IN GOOD CONDITION.
 MF1134
 MF1134                          STATION RECOVERY (1989)
 MF1134
 MF1134'RECOVERY NOTE BY US POWER SQUADRON 1989 (TCK)
 MF1134'RECOVERED IN GOOD CONDITION.
 MF1134
 MF1134                          STATION RECOVERY (1992)
 MF1134
 MF1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MF1134'AIRPORT BEACON IS A STANDARD BRONZE BENCH MARK DISK SET IN THE TOP OF
 MF1134'A 10 INCH CONCRETE CYLINDER, FLUSH WITH THE GROUND DIRECTLY UNDER THE
 MF1134'ROTATING LIGHT OF THE AIRPORT BEACON.  THE MARK IS 146.6 FT (44.7 M)
 MF1134'SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED, AND 74 FT (22.6 M)
 MF1134'NORTHWEST OF THE SOUTHWEST CORNER OF A HANGAR.  THE POINT USED ON THE
 MF1134'DISK FOR TRIANGULATION IS A ROUND PUNCH HOLE ON THE SOUTHWEST EDGE OF
 MF1134'THE DISK, THIS POINT IS THE CENTER OF THE BEACON SHAFT.  THE DISK IS
 MF1134'STAMPED D 265 1966.  AIRPORT BEACON MOVED
 MF1134
 MF1134                          STATION RECOVERY (1994)
 MF1134
 MF1134'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1134'RECOVERED IN GOOD CONDITION.
 MF1134
 MF1134                          STATION RECOVERY (1999)
 MF1134
 MF1134'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1134'RECOVERED IN GOOD CONDITION.
 MF1134
 MF1134                          STATION RECOVERY (2001)
 MF1134
 MF1134'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 MF1134'RECOVERED IN GOOD CONDITION.
 MF1134
 MF1134                          STATION RECOVERY (2003)
 MF1134
 MF1134'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1134'RECOVERED IN GOOD CONDITION.
 MF1134
 MF1134                          STATION RECOVERY (2005)
 MF1134
 MF1134'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1862 ***********************************************************************
 ME1862  DESIGNATION -  D 266
 ME1862  PID         -  ME1862
 ME1862  STATE/COUNTY-  IL/COOK
 ME1862  USGS QUAD   -  LAKE CALUMET (1997)
 ME1862
 ME1862                         *CURRENT SURVEY CONTROL
 ME1862  ___________________________________________________________________
 ME1862* NAD 83(1986)-  41 42 16.     (N)    087 31 29.     (W)     SCALED    
 ME1862* NAVD 88     -       179.151  (meters)     587.76   (feet)  ADJUSTED  
 ME1862  ___________________________________________________________________
 ME1862  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1862  DYNAMIC HT  -         179.087 (meters)     587.55  (feet)  COMP
 ME1862  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 ME1862
 ME1862  VERT ORDER  -  FIRST     CLASS I
 ME1862
 ME1862.The horizontal coordinates were scaled from a topographic map and have
 ME1862.an estimated accuracy of +/- 6 seconds.
 ME1862
 ME1862.The orthometric height was determined by differential leveling
 ME1862.and adjusted by the National Geodetic Survey in June 1991..
 ME1862
 ME1862.The geoid height was determined by GEOID03.
 ME1862
 ME1862.The dynamic height is computed by dividing the NAVD 88
 ME1862.geopotential number by the normal gravity value computed on the
 ME1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1862.degrees latitude (g = 980.6199 gals.).
 ME1862
 ME1862.The modeled gravity was interpolated from observed gravity values.
 ME1862
 ME1862;                    North         East    Units  Estimated Accuracy
 ME1862;SPC IL E     -   559,590.      367,300.      MT  (+/- 180 meters Scaled)
 ME1862
 ME1862                          SUPERSEDED SURVEY CONTROL
 ME1862
 ME1862  NGVD 29 (01/19/93)  179.260  (m)          588.12   (f) ADJUSTED    1 1
 ME1862
 ME1862.Superseded values are not recommended for survey control.
 ME1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1862.See file dsdata.txt to determine how the superseded data were derived.
 ME1862
 ME1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM563170(NAD 83)
 ME1862_MARKER: DR = REFERENCE MARK DISK
 ME1862_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1862_SP_SET: COPPER-CLAD STEEL ROD
 ME1862_STAMPING: D 266 1968
 ME1862_MARK LOGO: CGS   
 ME1862_PROJECTION: RECESSED 10 CENTIMETERS
 ME1862_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1862+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1862_ROD/PIPE-DEPTH: 17.0 meters
 ME1862
 ME1862  HISTORY     - Date     Condition        Report By
 ME1862  HISTORY     - 1968     MONUMENTED       CGS
 ME1862  HISTORY     - 1977     GOOD             NGS
 ME1862  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1862  HISTORY     - 19891014 MARK NOT FOUND   USPSQD
 ME1862  HISTORY     - 19920806 GOOD             NGS
 ME1862
 ME1862                          STATION DESCRIPTION
 ME1862
 ME1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1862'AT CHICAGO.
 ME1862'AT CHICAGO, ABOUT 1.35 MILES SOUTHEAST ALONG THE PENN CENTRAL
 ME1862'RAILROAD FROM THE SOUTHEAST END OF THE BRIDGE OVER THE CALUMET
 ME1862'RIVER, AT THE SOUTHEAST CORNER OF THE STEEL FENCE AROUND THE
 ME1862'FALSTAFF BREWERY CORPORATION, NEAR THE ILLINOIS-INDIANA STATE
 ME1862'LINE, 163 FEET NORTHWEST OF A STATE LINE IRON POST MARKER, 23
 ME1862'FEET NORTH OF THE NORTH CORNER OF THE CONCRETE BASE FOR SIGNAL
 ME1862'453.2, 19 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 ME1862'TRACK, 4 FEET NORTHWEST OF THE SOUTH CORNER OF THE FENCE, 1 FOOT
 ME1862'SOUTHWEST OF THE SOUTHWEST SIDE OF THE FENCE, 2 FEET SOUTHEAST
 ME1862'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND
 ME1862'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 ME1862'GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH IS FLUSH WITH
 ME1862'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 ME1862'NOTE-- MARK MAY BE REACHED BY GOING 1.25 MILES NORTHWEST ALONG
 ME1862'THE PENN CENTRAL RAILROAD FROM THE CROSSING OF CALUMET AVENUE
 ME1862'AT HAMMOND, LAKE COUNTY, INDIANA.
 ME1862
 ME1862                          STATION RECOVERY (1977)
 ME1862
 ME1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1862'RECOVERED IN GOOD CONDITION.
 ME1862
 ME1862                          STATION RECOVERY (1987)
 ME1862
 ME1862'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJH)
 ME1862'MARK NOT FOUND.
 ME1862
 ME1862                          STATION RECOVERY (1989)
 ME1862
 ME1862'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1862'MARK NOT FOUND.
 ME1862
 ME1862                          STATION RECOVERY (1992)
 ME1862
 ME1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1862'1.3 KM (0.80 MI) SOUTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 ME1862'JUNCTION OF SOUTH EWING AVENUE IN CHICAGO, 7.3 M (24.0 FT)
 ME1862'NORTH-NORTHWEST OF THE NORTHWEST LEG OF AN OVERHEAD SIGNAL, 5.7 M
 ME1862'(18.7 FT) NORTHEAST OF THE NEAR RAIL, 1.2 M (3.9 FT) NORTHWEST OF A
 ME1862'CHAIN-LINK FENCE CORNER ENCLOSING AN ABANDONED ELEVATOR AND BREWERY,
 ME1862'AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--THE
 ME1862'DISK IS ENCASED IN A 6-INCH METAL PIPE AND IS RECESSED 0.1 M
 ME1862'(0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0061 ***********************************************************************
 MF0061  DESIGNATION -  D 267
 MF0061  PID         -  MF0061
 MF0061  STATE/COUNTY-  IL/COOK
 MF0061  USGS QUAD   -  WEST CHICAGO (1993)
 MF0061
 MF0061                         *CURRENT SURVEY CONTROL
 MF0061  ___________________________________________________________________
 MF0061* NAD 83(1986)-  41 59 25.     (N)    088 08 40.     (W)     SCALED    
 MF0061* NAVD 88     -       243.169  (meters)     797.80   (feet)  ADJUSTED  
 MF0061  ___________________________________________________________________
 MF0061  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MF0061  DYNAMIC HT  -         243.085 (meters)     797.52  (feet)  COMP
 MF0061  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 MF0061
 MF0061  VERT ORDER  -  FIRST     CLASS I
 MF0061
 MF0061.The horizontal coordinates were scaled from a topographic map and have
 MF0061.an estimated accuracy of +/- 6 seconds.
 MF0061
 MF0061.The orthometric height was determined by differential leveling
 MF0061.and adjusted by the National Geodetic Survey in June 1991..
 MF0061
 MF0061.The geoid height was determined by GEOID03.
 MF0061
 MF0061.The dynamic height is computed by dividing the NAVD 88
 MF0061.geopotential number by the normal gravity value computed on the
 MF0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0061.degrees latitude (g = 980.6199 gals.).
 MF0061
 MF0061.The modeled gravity was interpolated from observed gravity values.
 MF0061
 MF0061;                    North         East    Units  Estimated Accuracy
 MF0061;SPC IL E     -   591,040.      315,650.      MT  (+/- 180 meters Scaled)
 MF0061
 MF0061                          SUPERSEDED SURVEY CONTROL
 MF0061
 MF0061  NGVD 29 (??/??/92)  243.249  (m)          798.06   (f) ADJ UNCH    1 1
 MF0061
 MF0061.Superseded values are not recommended for survey control.
 MF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0061.See file dsdata.txt to determine how the superseded data were derived.
 MF0061
 MF0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM052493(NAD 83)
 MF0061_MARKER: DB = BENCH MARK DISK
 MF0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0061_SP_SET: CULVERT
 MF0061_STAMPING: D 267 1969
 MF0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0061
 MF0061  HISTORY     - Date     Condition        Report By
 MF0061  HISTORY     - 1969     MONUMENTED       CGS
 MF0061  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MF0061
 MF0061                          STATION DESCRIPTION
 MF0061
 MF0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MF0061'1.1 MI S FROM HANOVER PARK.
 MF0061'ABOUT 1.1 MILES SOUTH ALONG BARRINGTON ROAD FROM THE
 MF0061'INTERSECTION OF THE ROAD AND STATE HIGHWAY 19 AT HANOVER PARK,
 MF0061'IN SECTION 36, T 41 N, R 9 E, 0.1 MILE NORTH OF THE JUNCTION OF
 MF0061'THE ROAD AND U.S. HIGHWAY 20, 121 FEET EAST OF THE CENTER LINE
 MF0061'OF THE ROAD, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 MF0061'HEADWALL OF A CONCRETE CULVERT, 0.7 FOOT SOUTHWEST OF A METAL
 MF0061'WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 MF0061
 MF0061                          STATION RECOVERY (1987)
 MF0061
 MF0061'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMB)
 MF0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1006 ***********************************************************************
 JB1006  DESIGNATION -  D 268
 JB1006  PID         -  JB1006
 JB1006  STATE/COUNTY-  IL/MARION
 JB1006  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1006
 JB1006                         *CURRENT SURVEY CONTROL
 JB1006  ___________________________________________________________________
 JB1006* NAD 83(1986)-  38 34 18.     (N)    089 07 37.     (W)     SCALED    
 JB1006* NAVD 88     -       148.320  (meters)     486.61   (feet)  ADJUSTED  
 JB1006  ___________________________________________________________________
 JB1006  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JB1006  DYNAMIC HT  -         148.226 (meters)     486.30  (feet)  COMP
 JB1006  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 JB1006
 JB1006  VERT ORDER  -  FIRST     CLASS I
 JB1006
 JB1006.The horizontal coordinates were scaled from a topographic map and have
 JB1006.an estimated accuracy of +/- 6 seconds.
 JB1006
 JB1006.The orthometric height was determined by differential leveling
 JB1006.and adjusted by the National Geodetic Survey in June 1991..
 JB1006
 JB1006.The geoid height was determined by GEOID03.
 JB1006
 JB1006.The dynamic height is computed by dividing the NAVD 88
 JB1006.geopotential number by the normal gravity value computed on the
 JB1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1006.degrees latitude (g = 980.6199 gals.).
 JB1006
 JB1006.The modeled gravity was interpolated from observed gravity values.
 JB1006
 JB1006;                    North         East    Units  Estimated Accuracy
 JB1006;SPC IL E     -   211,730.      230,840.      MT  (+/- 180 meters Scaled)
 JB1006
 JB1006                          SUPERSEDED SURVEY CONTROL
 JB1006
 JB1006  NGVD 29 (??/??/92)  148.453  (m)          487.05   (f) ADJ UNCH    1 1
 JB1006
 JB1006.Superseded values are not recommended for survey control.
 JB1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1006.See file dsdata.txt to determine how the superseded data were derived.
 JB1006
 JB1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH147713(NAD 83)
 JB1006_MARKER: DB = BENCH MARK DISK
 JB1006_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB1006_SP_SET: 23 FEET
 JB1006_STAMPING: D 268 1969
 JB1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JB1006+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 JB1006
 JB1006  HISTORY     - Date     Condition        Report By
 JB1006  HISTORY     - 1969     MONUMENTED       CGS
 JB1006  HISTORY     - 20051101 GOOD             APISUR
 JB1006
 JB1006                          STATION DESCRIPTION
 JB1006
 JB1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1006'2.8 MI S FROM SANDOVAL.
 JB1006'ABOUT 2.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1006'THE CROSSING OF THE RAILROAD AND THE BALTIMORE AND OHIO RAILROAD
 JB1006'AT SANDOVAL, OR ABOUT 3.2 MILES NORTH ALONG THE ILLINOIS CENTRAL
 JB1006'RAILROAD FROM THE STATION AT CENTRALIA, IN SECTION 31, T 2 N,
 JB1006'R 1 E, 97 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE
 JB1006'RAILROAD AND A PAVED ROAD, 86 FEET EAST OF THE EAST RAIL, 3
 JB1006'FEET SOUTH OF A TELEPHONE POLE, 1.2 FEET NORTH OF A METAL WITNESS
 JB1006'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP
 JB1006'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO DEPTH OF 23
 JB1006'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES
 JB1006'ABOVE THE SURFACE OF THE GROUND.
 JB1006
 JB1006                          STATION RECOVERY (2005)
 JB1006
 JB1006'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (FHB)
 JB1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0696 ***********************************************************************
 MF0696  DESIGNATION -  D 269
 MF0696  PID         -  MF0696
 MF0696  STATE/COUNTY-  IL/LA SALLE
 MF0696  USGS QUAD   -  LA SALLE (1993)
 MF0696
 MF0696                         *CURRENT SURVEY CONTROL
 MF0696  ___________________________________________________________________
 MF0696* NAD 83(1986)-  41 22 03.     (N)    089 06 32.     (W)     SCALED    
 MF0696* NAVD 88     -       195.120  (meters)     640.16   (feet)  ADJUSTED  
 MF0696  ___________________________________________________________________
 MF0696  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0696  DYNAMIC HT  -         195.043 (meters)     639.90  (feet)  COMP
 MF0696  MODELED GRAV-     980,221.0   (mgal)                       NAVD 88
 MF0696
 MF0696  VERT ORDER  -  FIRST     CLASS I
 MF0696
 MF0696.The horizontal coordinates were scaled from a topographic map and have
 MF0696.an estimated accuracy of +/- 6 seconds.
 MF0696
 MF0696.The orthometric height was determined by differential leveling
 MF0696.and adjusted by the National Geodetic Survey in June 1991..
 MF0696
 MF0696.The geoid height was determined by GEOID03.
 MF0696
 MF0696.The dynamic height is computed by dividing the NAVD 88
 MF0696.geopotential number by the normal gravity value computed on the
 MF0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0696.degrees latitude (g = 980.6199 gals.).
 MF0696
 MF0696.The modeled gravity was interpolated from observed gravity values.
 MF0696
 MF0696;                    North         East    Units  Estimated Accuracy
 MF0696;SPC IL E     -   522,150.      235,110.      MT  (+/- 180 meters Scaled)
 MF0696
 MF0696                          SUPERSEDED SURVEY CONTROL
 MF0696
 MF0696  NGVD 29 (??/??/92)  195.175  (m)          640.34   (f) ADJ UNCH    1 1
 MF0696
 MF0696.Superseded values are not recommended for survey control.
 MF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0696.See file dsdata.txt to determine how the superseded data were derived.
 MF0696
 MF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL236817(NAD 83)
 MF0696_MARKER: DB = BENCH MARK DISK
 MF0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0696_SP_SET: FOUNDATION
 MF0696_STAMPING: D 269 1969
 MF0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0696
 MF0696  HISTORY     - Date     Condition        Report By
 MF0696  HISTORY     - 1969     MONUMENTED       CGS
 MF0696  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0696  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0696
 MF0696                          STATION DESCRIPTION
 MF0696
 MF0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MF0696'3.1 MI N FROM LA SALLE.
 MF0696'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0696'LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0696'STATE HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS AVENUE
 MF0696'WHICH IS STATE HIGHWAY 351, THENCE 1.0 MILE NORTHWEST ALONG OLD
 MF0696'U.S. HIGHWAY 51, 107 YARDS SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MF0696'ILLINOIS CENTRAL RAILROAD, 27 FEET SOUTHWEST OF THE CENTER LINE OF
 MF0696'THE OLD HIGHWAY, SET IN THE TOP AND NEAR THE NORTHWEST END OF A
 MF0696'CONCRETE FOUNDATION FOR THREE CONCRETE PILLARS AT THE SOUTHWEST
 MF0696'END OF THE MORE NORTHWESTERLY OF TWO INTERSTATE HIGHWAY 80
 MF0696'OVERPASSES FOR THE OLD HIGHWAY AND THE RAILROAD, 115 YARDS
 MF0696'SOUTHEAST OF LIVINGSTON R.M. 2, 7 INCHES EAST OF A CONCRETE
 MF0696'PILLAR, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 MF0696
 MF0696                          STATION RECOVERY (1997)
 MF0696
 MF0696'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0696'MARK NOT FOUND.
 MF0696
 MF0696                          STATION RECOVERY (2002)
 MF0696
 MF0696'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1436 ***********************************************************************
 ME1436  DESIGNATION -  D 27
 ME1436  PID         -  ME1436
 ME1436  STATE/COUNTY-  IL/COOK
 ME1436  USGS QUAD   -  STEGER (1990)
 ME1436
 ME1436                         *CURRENT SURVEY CONTROL
 ME1436  ___________________________________________________________________
 ME1436* NAD 83(1986)-  41 29 56.     (N)    087 42 07.     (W)     SCALED    
 ME1436* NAVD 88     -       213.698  (meters)     701.11   (feet)  ADJUSTED  
 ME1436  ___________________________________________________________________
 ME1436  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME1436  DYNAMIC HT  -         213.615 (meters)     700.84  (feet)  COMP
 ME1436  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 ME1436
 ME1436  VERT ORDER  -  SECOND    CLASS 0
 ME1436
 ME1436.The horizontal coordinates were scaled from a topographic map and have
 ME1436.an estimated accuracy of +/- 6 seconds.
 ME1436
 ME1436.The orthometric height was determined by differential leveling
 ME1436.and adjusted by the National Geodetic Survey in June 1991..
 ME1436
 ME1436.The geoid height was determined by GEOID03.
 ME1436
 ME1436.The dynamic height is computed by dividing the NAVD 88
 ME1436.geopotential number by the normal gravity value computed on the
 ME1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1436.degrees latitude (g = 980.6199 gals.).
 ME1436
 ME1436.The modeled gravity was interpolated from observed gravity values.
 ME1436
 ME1436;                    North         East    Units  Estimated Accuracy
 ME1436;SPC IL E     -   536,640.      352,720.      MT  (+/- 180 meters Scaled)
 ME1436
 ME1436                          SUPERSEDED SURVEY CONTROL
 ME1436
 ME1436  NGVD 29 (??/??/92)  213.789  (m)          701.41   (f) ADJ UNCH    2 0
 ME1436
 ME1436.Superseded values are not recommended for survey control.
 ME1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1436.See file dsdata.txt to determine how the superseded data were derived.
 ME1436
 ME1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL414943(NAD 83)
 ME1436_MARKER: DB = BENCH MARK DISK
 ME1436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1436_SP_SET: CONCRETE FOOTING
 ME1436_STAMPING: D 27 1934
 ME1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1436
 ME1436  HISTORY     - Date     Condition        Report By
 ME1436  HISTORY     - 1934     MONUMENTED       CGS
 ME1436  HISTORY     - 1959     GOOD             NGS
 ME1436  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 ME1436  HISTORY     - 19880722 MARK NOT FOUND   USGS
 ME1436
 ME1436                          STATION DESCRIPTION
 ME1436
 ME1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ME1436'AT MATTESON.
 ME1436'AT MATTESON, ABOUT 400 FEET WEST ALONG THE MICHIGAN CENTRAL
 ME1436'RAILROAD FROM THE STATION, SET IN THE WEST END OF THE CONCRETE
 ME1436'FOOTING OF THE FIRST SET OF CONCRETE PIERS NORTH OF THE TRACK,
 ME1436'22 FEET NORTH OF THE CENTER LINE OF THE TRACK, ABOUT LEVEL WITH
 ME1436'THE TRACK.
 ME1436
 ME1436                          STATION RECOVERY (1979)
 ME1436
 ME1436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 ME1436'MARK NOT FOUND.
 ME1436
 ME1436                          STATION RECOVERY (1988)
 ME1436
 ME1436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (LCR)
 ME1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0615 ***********************************************************************
 HB0615  DESIGNATION -  D 270
 HB0615  PID         -  HB0615
 HB0615  STATE/COUNTY-  IL/JACKSON
 HB0615  USGS QUAD   -  DE SOTO (1978)
 HB0615
 HB0615                         *CURRENT SURVEY CONTROL
 HB0615  ___________________________________________________________________
 HB0615* NAD 83(1986)-  37 51 58.     (N)    089 13 57.     (W)     SCALED    
 HB0615* NAVD 88     -       120.908  (meters)     396.68   (feet)  ADJUSTED  
 HB0615  ___________________________________________________________________
 HB0615  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HB0615  DYNAMIC HT  -         120.827 (meters)     396.41  (feet)  COMP
 HB0615  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 HB0615
 HB0615  VERT ORDER  -  FIRST     CLASS I
 HB0615
 HB0615.The horizontal coordinates were scaled from a topographic map and have
 HB0615.an estimated accuracy of +/- 6 seconds.
 HB0615
 HB0615.The orthometric height was determined by differential leveling
 HB0615.and adjusted by the National Geodetic Survey in June 1991..
 HB0615
 HB0615.The geoid height was determined by GEOID03.
 HB0615
 HB0615.The dynamic height is computed by dividing the NAVD 88
 HB0615.geopotential number by the normal gravity value computed on the
 HB0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0615.degrees latitude (g = 980.6199 gals.).
 HB0615
 HB0615.The modeled gravity was interpolated from observed gravity values.
 HB0615
 HB0615;                    North         East    Units  Estimated Accuracy
 HB0615;SPC IL W     -   133,520.      782,200.      MT  (+/- 180 meters Scaled)
 HB0615
 HB0615                          SUPERSEDED SURVEY CONTROL
 HB0615
 HB0615  NGVD 29 (??/??/??)  121.002  (m)          396.99   (f) ADJUSTED    1 1
 HB0615
 HB0615.Superseded values are not recommended for survey control.
 HB0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0615.See file dsdata.txt to determine how the superseded data were derived.
 HB0615
 HB0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG036933(NAD 83)
 HB0615_MARKER: DB = BENCH MARK DISK
 HB0615_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0615_SP_SET: 29 FEET
 HB0615_STAMPING: D 270 1969
 HB0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0615
 HB0615  HISTORY     - Date     Condition        Report By
 HB0615  HISTORY     - 1969     MONUMENTED       CGS
 HB0615
 HB0615                          STATION DESCRIPTION
 HB0615
 HB0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0615'3 MI S FROM ELKVILLE.
 HB0615'ABOUT 3.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0615'FROM THE POST OFFICE AT ELKVILLE, IN SECTION 32, T 7 S, R 1 W, AT
 HB0615'A ROADSIDE PARK, 151 1/2 FEET EAST OF THE EAST RAIL OF THE EAST
 HB0615'TRACK, 121 1/2 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 51,
 HB0615'174 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 HB0615'AND A PAVED ROAD, 70 FEET NORTHEAST OF THE MOST SOUTHERLY OF
 HB0615'4 OAK TREES, 20 1/2 FEET SOUTH OF A METAL HIGHWAY SIGN POST,
 HB0615'ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 HB0615'COATED ROD THAT IS DRIVEN TO A DEPTH OF 29 FEET AND IS ENCASED
 HB0615'IN A 5-INCH IRON PIPE WHICH PROJECTS 1 INCH ABOVE THE SURFACE
 HB0615'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0663 ***********************************************************************
 NH0663  DESIGNATION -  D 271
 NH0663  PID         -  NH0663
 NH0663  STATE/COUNTY-  IL/OGLE
 NH0663  USGS QUAD   -  SHANNON (1983)
 NH0663
 NH0663                         *CURRENT SURVEY CONTROL
 NH0663  ___________________________________________________________________
 NH0663* NAD 83(1986)-  42 07 37.     (N)    089 37 40.     (W)     SCALED    
 NH0663* NAVD 88     -       279.724  (meters)     917.73   (feet)  ADJUSTED  
 NH0663  ___________________________________________________________________
 NH0663  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0663  DYNAMIC HT  -         279.630 (meters)     917.42  (feet)  COMP
 NH0663  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NH0663
 NH0663  VERT ORDER  -  FIRST     CLASS I
 NH0663
 NH0663.The horizontal coordinates were scaled from a topographic map and have
 NH0663.an estimated accuracy of +/- 6 seconds.
 NH0663
 NH0663.The orthometric height was determined by differential leveling
 NH0663.and adjusted by the National Geodetic Survey in June 1991..
 NH0663
 NH0663.The geoid height was determined by GEOID03.
 NH0663
 NH0663.The dynamic height is computed by dividing the NAVD 88
 NH0663.geopotential number by the normal gravity value computed on the
 NH0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0663.degrees latitude (g = 980.6199 gals.).
 NH0663
 NH0663.The modeled gravity was interpolated from observed gravity values.
 NH0663
 NH0663;                    North         East    Units  Estimated Accuracy
 NH0663;SPC IL W     -   606,320.      744,560.      MT  (+/- 180 meters Scaled)
 NH0663
 NH0663                          SUPERSEDED SURVEY CONTROL
 NH0663
 NH0663  NGVD 29 (??/??/92)  279.758  (m)          917.84   (f) ADJ UNCH    1 1
 NH0663
 NH0663.Superseded values are not recommended for survey control.
 NH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0663.See file dsdata.txt to determine how the superseded data were derived.
 NH0663
 NH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM827672(NAD 83)
 NH0663_MARKER: DB = BENCH MARK DISK
 NH0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0663_SP_SET: CULVERT
 NH0663_STAMPING: D 271 1970
 NH0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0663+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2001
 NH0663
 NH0663  HISTORY     - Date     Condition        Report By
 NH0663  HISTORY     - 1970     MONUMENTED       NGS
 NH0663  HISTORY     - 1987     GOOD             USPSQD
 NH0663  HISTORY     - 19960503 GOOD             USPSQD
 NH0663  HISTORY     - 20010813 GOOD             USPSQD
 NH0663  HISTORY     - 20050205 GOOD             USPSQD
 NH0663
 NH0663                          STATION DESCRIPTION
 NH0663
 NH0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0663'2.6 MI W FROM FORRESTON.
 NH0663'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0663'OFFICE AT FORRESTON, THENCE 2.55 MILES WEST ALONG WHITE OAK
 NH0663'ROAD, AT THE INTERSECTION OF THE ROAD AND FREEPORT ROAD, 20
 NH0663'FEET SOUTH OF THE CENTER LINE OF WHITE OAK ROAD, 98 FEET WEST
 NH0663'OF THE CENTER LINE OF FREEPORT ROAD, SET IN THE CENTER OF THE
 NH0663'TOP OF THE SOUTH CONCRETE HEADWALL OF A 4- X 6-FOOT CONCRETE
 NH0663'BOX CULVERT UNDER WHITE OAK ROAD, AND ABOUT 1/2 FOOT BELOW THE
 NH0663'LEVEL OF THE ROAD.  SECTION 36, T25N, R7E
 NH0663
 NH0663                          STATION RECOVERY (1987)
 NH0663
 NH0663'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0663'RECOVERED IN GOOD CONDITION.
 NH0663
 NH0663                          STATION RECOVERY (1996)
 NH0663
 NH0663'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0663'RECOVERED IN GOOD CONDITION.
 NH0663
 NH0663                          STATION RECOVERY (2001)
 NH0663
 NH0663'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0663'RECOVERED IN GOOD CONDITION.
 NH0663
 NH0663                          STATION RECOVERY (2005)
 NH0663
 NH0663'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0159 ***********************************************************************
 NJ0159  DESIGNATION -  D 272
 NJ0159  PID         -  NJ0159
 NJ0159  STATE/COUNTY-  IL/CARROLL
 NJ0159  USGS QUAD   -  WACKER (1985)
 NJ0159
 NJ0159                         *CURRENT SURVEY CONTROL
 NJ0159  ___________________________________________________________________
 NJ0159* NAD 83(1986)-  42 04 51.     (N)    090 02 38.     (W)     SCALED    
 NJ0159* NAVD 88     -       267.992  (meters)     879.24   (feet)  ADJUSTED  
 NJ0159  ___________________________________________________________________
 NJ0159  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NJ0159  DYNAMIC HT  -         267.898 (meters)     878.93  (feet)  COMP
 NJ0159  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 NJ0159
 NJ0159  VERT ORDER  -  FIRST     CLASS I
 NJ0159
 NJ0159.The horizontal coordinates were scaled from a topographic map and have
 NJ0159.an estimated accuracy of +/- 6 seconds.
 NJ0159
 NJ0159.The orthometric height was determined by differential leveling
 NJ0159.and adjusted by the National Geodetic Survey in June 1991..
 NJ0159
 NJ0159.The geoid height was determined by GEOID03.
 NJ0159
 NJ0159.The dynamic height is computed by dividing the NAVD 88
 NJ0159.geopotential number by the normal gravity value computed on the
 NJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0159.degrees latitude (g = 980.6199 gals.).
 NJ0159
 NJ0159.The modeled gravity was interpolated from observed gravity values.
 NJ0159
 NJ0159;                    North         East    Units  Estimated Accuracy
 NJ0159;SPC IL W     -   601,070.      710,160.      MT  (+/- 180 meters Scaled)
 NJ0159
 NJ0159                          SUPERSEDED SURVEY CONTROL
 NJ0159
 NJ0159  NGVD 29 (??/??/92)  268.023  (m)          879.34   (f) ADJ UNCH    1 1
 NJ0159
 NJ0159.Superseded values are not recommended for survey control.
 NJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0159.See file dsdata.txt to determine how the superseded data were derived.
 NJ0159
 NJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG445629(NAD 83)
 NJ0159_MARKER: DB = BENCH MARK DISK
 NJ0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0159_STAMPING: D 272 1970
 NJ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0159
 NJ0159  HISTORY     - Date     Condition        Report By
 NJ0159  HISTORY     - 1970     MONUMENTED       NGS
 NJ0159  HISTORY     - 1987     GOOD             USPSQD
 NJ0159  HISTORY     - 19950515 POOR             USPSQD
 NJ0159  HISTORY     - 20011203 POOR             NGS
 NJ0159  HISTORY     - 20030923 POOR             USPSQD
 NJ0159
 NJ0159                          STATION DESCRIPTION
 NJ0159
 NJ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0159'4.6 MI W FROM MT CARROLL.
 NJ0159'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NJ0159'AT MT. CARROLL, THENCE 3.55 MILES WEST ALONG U.S. HIGHWAY 52,
 NJ0159'AT THE SOUTHWEST CORNER OF THE CENTER HILL CEMETERY, 148 FEET
 NJ0159'NORTH AND ACROSS THE OLD HIGHWAY FROM THE CENTER LINE OF THE NEW
 NJ0159'HIGHWAY, 25.0 FEET SOUTHWEST OF THE SOUTH END OF THE GEORGE
 NJ0159'C. SOLTOW TOMBSTONE, 2.4 FEET WEST OF A FENCE CORNER, 2.6 FEET
 NJ0159'WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 NJ0159'HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 NJ0159'6 INCHES.  SECTION 9, T24N, R4E.
 NJ0159
 NJ0159                          STATION RECOVERY (1987)
 NJ0159
 NJ0159'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NJ0159'RECOVERED IN GOOD CONDITION.
 NJ0159
 NJ0159                          STATION RECOVERY (1995)
 NJ0159
 NJ0159'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0159'MARK RECOVERED IN POOR CONDITION.
 NJ0159
 NJ0159                          STATION RECOVERY (2001)
 NJ0159
 NJ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0159'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0159
 NJ0159                          STATION RECOVERY (2003)
 NJ0159
 NJ0159'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0159'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0161 ***********************************************************************
 NJ0161  FBN         -  This is a Federal Base Network Control Station.
 NJ0161  DESIGNATION -  D 273
 NJ0161  PID         -  NJ0161
 NJ0161  STATE/COUNTY-  IL/CARROLL
 NJ0161  USGS QUAD   -  WACKER (1985)
 NJ0161
 NJ0161                         *CURRENT SURVEY CONTROL
 NJ0161  ___________________________________________________________________
 NJ0161* NAD 83(1997)-  42 05 21.95780(N)    090 04 12.62863(W)     ADJUSTED  
 NJ0161* NAVD 88     -       238.955  (meters)     783.97   (feet)  ADJUSTED  
 NJ0161  ___________________________________________________________________
 NJ0161  X           -      -5,806.058 (meters)                     COMP
 NJ0161  Y           -  -4,740,495.482 (meters)                     COMP
 NJ0161  Z           -   4,253,118.762 (meters)                     COMP
 NJ0161  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 NJ0161  ELLIP HEIGHT-         205.83  (meters)          (09/15/03) GPS OBS
 NJ0161  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0161  DYNAMIC HT  -         238.871 (meters)     783.70  (feet)  COMP
 NJ0161  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NJ0161
 NJ0161  HORZ ORDER  -  B
 NJ0161  VERT ORDER  -  FIRST     CLASS I
 NJ0161  ELLP ORDER  -  FOURTH    CLASS I
 NJ0161
 NJ0161.The horizontal coordinates were established by GPS observations
 NJ0161.and adjusted by the National Geodetic Survey in July 1998..
 NJ0161
 NJ0161.The orthometric height was determined by differential leveling
 NJ0161.and adjusted by the National Geodetic Survey in June 1991..
 NJ0161
 NJ0161.Photographs are available for this station.
 NJ0161
 NJ0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0161
 NJ0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0161
 NJ0161.The ellipsoidal height was determined by GPS observations
 NJ0161.and is referenced to NAD 83.
 NJ0161
 NJ0161.The geoid height was determined by GEOID03.
 NJ0161
 NJ0161.The dynamic height is computed by dividing the NAVD 88
 NJ0161.geopotential number by the normal gravity value computed on the
 NJ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0161.degrees latitude (g = 980.6199 gals.).
 NJ0161
 NJ0161.The modeled gravity was interpolated from observed gravity values.
 NJ0161
 NJ0161;                    North         East     Units Scale Factor Converg.
 NJ0161;SPC IL W     -   602,020.167   707,982.767   MT  0.99994196   +0 03 52.8
 NJ0161;SPC IL W     - 1,975,127.83  2,322,773.46   sFT  0.99994196   +0 03 52.8
 NJ0161;UTM  15      - 4,663,860.493   742,312.007   MT  1.00032253   +1 57 53.2
 NJ0161;UTM  16      - 4,664,268.292   246,079.256   MT  1.00039343   -2 03 32.4
 NJ0161
 NJ0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0161!SPC IL W     -   0.99996772  x   0.99994196  =   0.99990968
 NJ0161!UTM  15      -   0.99996772  x   1.00032253  =   1.00029024
 NJ0161!UTM  16      -   0.99996772  x   1.00039343  =   1.00036114
 NJ0161
 NJ0161                          SUPERSEDED SURVEY CONTROL
 NJ0161
 NJ0161  ELLIP H (07/28/03)  205.88   (m)                       GP(       ) 4 1
 NJ0161  ELLIP H (07/17/98)  205.92   (m)                       GP(       ) 4 1
 NJ0161  NAVD 88 (07/17/98)  238.96   (m)          784.0    (f) LEVELING    3  
 NJ0161  NGVD 29 (??/??/92)  238.985  (m)          784.07   (f) ADJ UNCH    1 1
 NJ0161
 NJ0161.Superseded values are not recommended for survey control.
 NJ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0161.See file dsdata.txt to determine how the superseded data were derived.
 NJ0161
 NJ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4231263860(NAD 83)
 NJ0161_MARKER: DB = BENCH MARK DISK
 NJ0161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NJ0161_SP_SET: 27 FT
 NJ0161_STAMPING: D 273 1970
 NJ0161_MARK LOGO: CGS   
 NJ0161_PROJECTION: FLUSH
 NJ0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 NJ0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0161+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 NJ0161_ROD/PIPE-DEPTH: 8.20 meters
 NJ0161
 NJ0161  HISTORY     - Date     Condition        Report By
 NJ0161  HISTORY     - 1970     MONUMENTED       NGS
 NJ0161  HISTORY     - 1987     GOOD             USPSQD
 NJ0161  HISTORY     - 19950524 GOOD             USPSQD
 NJ0161  HISTORY     - 19960814 GOOD             SECI
 NJ0161  HISTORY     - 19970509 GOOD             NGS
 NJ0161  HISTORY     - 20011203 GOOD             NGS
 NJ0161  HISTORY     - 20020826 GOOD             NGS
 NJ0161  HISTORY     - 20030205 GOOD             IADT
 NJ0161  HISTORY     - 20040708 GOOD             WIDT
 NJ0161
 NJ0161                          STATION DESCRIPTION
 NJ0161
 NJ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0161'5.2 MI E FROM SAVANNA.
 NJ0161'ABOUT 0.25 MILE NORTH SOUTH ALONG 3RD STREET FROM THE POST OFFICE
 NJ0161'AT SAVANNA, THENCE 4.95 MILES EAST ALONG U.S. HIGHWAY 52, OR
 NJ0161'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NJ0161'AT MT. CARROLL, THENCE 5.3 MILES WEST ALONG U.S. HIGHWAY 52, 67
 NJ0161'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 66 FEET SOUTHWEST
 NJ0161'OF THE SOUTHEAST CORNER OF A FENCE WHICH SURROUNDS A GROUP OF
 NJ0161'TRANSFORMERS, 62 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 NJ0161'FENCE, 17.5 FEET WEST OF THE CENTER OF A GATE WITH A METAL FRAME,
 NJ0161'0.5 FOOT NORTH OF THE FENCE, 1.5 FEET EAST OF A METAL WITNESS POST,
 NJ0161'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF
 NJ0161'A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 27 FEET
 NJ0161'AND IS ENCASED IN A 3 1/2-INCH IRON PIPE PROJECTING 3 INCHES.
 NJ0161'SECTION 8, T24N, R4E
 NJ0161
 NJ0161                          STATION RECOVERY (1987)
 NJ0161
 NJ0161'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NJ0161'RECOVERED IN GOOD CONDITION.
 NJ0161
 NJ0161                          STATION RECOVERY (1995)
 NJ0161
 NJ0161'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0161'RECOVERED IN GOOD CONDITION.
 NJ0161
 NJ0161                          STATION RECOVERY (1996)
 NJ0161
 NJ0161'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0161'RECOVERED AS DESCRIBED.  TO REACH THE STATION FROM THE JUNCTION OF
 NJ0161'ILLINOIS ROUTE 78 AND U.S.  ROUTE 52/ILLINOIS ROUTE 64, PROCEED WEST
 NJ0161'ON U.S.  ROUTE 52/ILLINOIS ROUTE 64 FOR APPROXIMENTLY 5.1 MI (8.2 KM)
 NJ0161'TO THE STATION ON THE RIGHT (NORTH) SIDE OF U.S.  ROUTE 52/ILLINOIS
 NJ0161'ROUTE 64.  NEAR CARROLL COUNTY MILE MARKER 6.00.  NOTES--THE STATION
 NJ0161'TIES WERE RECOVERED IN GOOD CONDITION.
 NJ0161
 NJ0161                          STATION RECOVERY (1997)
 NJ0161
 NJ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 NJ0161'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST OF SAVANNAH AND 5.1 MI
 NJ0161'(8.2 KM) WEST OF MT. CARROLL.  TO REACH FROM THE JUNCTION OF U.S.
 NJ0161'HIGHWAY 52 AND STATE ROUTE 78, SOUTH OF MT. CARROLL, GO WEST ON
 NJ0161'HIGHWAY 52 FOR 5.1 MI (8.2 KM) TO THE STATION ON THE RIGHT.  IT IS
 NJ0161'20.4 M (66.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 20.1 M (65.9
 NJ0161'FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A FENCE WHICH SURROUNDS A
 NJ0161'GROUP OF TRANSFORMERS, 18.9 M (62.0 FT) SOUTHEAST OF THE SOUTHWEST
 NJ0161'CORNER OF THE FENCE, 5.3 M (17.4 FT) WEST OF THE CENTER OF A GATE WITH
 NJ0161'A METAL FRAME, 0.2 M (0.7 FT) NORTH OF A WIRE FENCE, 0.5 M (1.6 FT)
 NJ0161'EAST OF A METAL WITNESS POST, AND 0.4 M (1.3 FT) NORTH OF A FIBERGLASS
 NJ0161'WITNESS POST.  NOTE--STATION IS ON A COPPER-COATED STEEL ROD ENCASED
 NJ0161'IN A 3.5-INCH IRON PIPE.  GATE IS NOT IN OPERATING CONDITION AND IS
 NJ0161'NOT BEING USED.  OCCUPATION COULD BE MADE FROM THE SOUTH SIDE OF THE
 NJ0161'FENCE.
 NJ0161
 NJ0161                          STATION RECOVERY (2001)
 NJ0161
 NJ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0161
 NJ0161                          STATION RECOVERY (2002)
 NJ0161
 NJ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JK)
 NJ0161'RECOVERED AS DESCRIBED
 NJ0161'
 NJ0161
 NJ0161                          STATION RECOVERY (2003)
 NJ0161
 NJ0161'RECOVERY NOTE BY IOWA DEPARTMENT OF TRANSPORTATION 2003 (DDO)
 NJ0161'RECOVERED AS DESCRIBED.
 NJ0161'
 NJ0161
 NJ0161                          STATION RECOVERY (2004)
 NJ0161
 NJ0161'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 NJ0161'---NOTE---ADD GATE IS NOW OPERATIONAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0107 ***********************************************************************
 NG0107  DESIGNATION -  D 274
 NG0107  PID         -  NG0107
 NG0107  STATE/COUNTY-  IL/COOK
 NG0107  USGS QUAD   -  EVANSTON (1995)
 NG0107
 NG0107                         *CURRENT SURVEY CONTROL
 NG0107  ___________________________________________________________________
 NG0107* NAD 83(1986)-  42 00 35.     (N)    087 40 30.     (W)     SCALED    
 NG0107* NAVD 88     -       187.772  (meters)     616.05   (feet)  ADJUSTED  
 NG0107  ___________________________________________________________________
 NG0107  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NG0107  DYNAMIC HT  -         187.710 (meters)     615.85  (feet)  COMP
 NG0107  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 NG0107
 NG0107  VERT ORDER  -  FIRST     CLASS 0
 NG0107
 NG0107.The horizontal coordinates were scaled from a topographic map and have
 NG0107.an estimated accuracy of +/- 6 seconds.
 NG0107
 NG0107.The orthometric height was determined by differential leveling
 NG0107.and adjusted by the National Geodetic Survey in June 1991..
 NG0107
 NG0107.The geoid height was determined by GEOID03.
 NG0107
 NG0107.The dynamic height is computed by dividing the NAVD 88
 NG0107.geopotential number by the normal gravity value computed on the
 NG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0107.degrees latitude (g = 980.6199 gals.).
 NG0107
 NG0107.The modeled gravity was interpolated from observed gravity values.
 NG0107
 NG0107;                    North         East    Units  Estimated Accuracy
 NG0107;SPC IL E     -   593,390.      354,530.      MT  (+/- 180 meters Scaled)
 NG0107
 NG0107                          SUPERSEDED SURVEY CONTROL
 NG0107
 NG0107  NGVD 29 (??/??/92)  187.86   (m)          616.3    (f) COMPUTED    1 0
 NG0107
 NG0107.Superseded values are not recommended for survey control.
 NG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0107.See file dsdata.txt to determine how the superseded data were derived.
 NG0107
 NG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM441510(NAD 83)
 NG0107_MARKER: DB = BENCH MARK DISK
 NG0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0107_SP_SET: RETAINING WALL
 NG0107_STAMPING: D 274-1973
 NG0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0107
 NG0107  HISTORY     - Date     Condition        Report By
 NG0107  HISTORY     - 1973     MONUMENTED       NGS
 NG0107  HISTORY     - 19951119 GOOD             USPSQD
 NG0107
 NG0107                          STATION DESCRIPTION
 NG0107
 NG0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0107'1.7 MI SSE FROM EVANSTON.
 NG0107'1.7 MILES SOUTH SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NG0107'RAILWAY FROM THE MAIN STREET RAILWAY STATION AT EVANSTON, 134.0
 NG0107'FEET SOUTH OF CENTER LINE OF THE GREENLEAF AVENUE UNDERPASS, 72.0
 NG0107'FEET NORTH OF THE CANOPY AND WAITING PLATFORM AT THE ROGERS
 NG0107'STATION COMMUTOR STATION.  18.0 FEET EAST OF THE EAST RAIL OF THE
 NG0107'EAST TRACK, SET IN TOP OF THE NORTH END OF A LONG CONCRETE
 NG0107'RETAINING WALL SUPPORTING A PIPE RAILING 1.0 FOOT SOUTHWEST
 NG0107'OF THE NORTH END OF RAILING ABOUT 1 FOOT ABOVE THE TRACKS.
 NG0107'SECTION 31, T 41 N, R 14 E.
 NG0107
 NG0107                          STATION RECOVERY (1995)
 NG0107
 NG0107'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0245 ***********************************************************************
 MF0245  DESIGNATION -  D 28
 MF0245  PID         -  MF0245
 MF0245  STATE/COUNTY-  IL/KANKAKEE
 MF0245  USGS QUAD   -  HERSCHER (1978)
 MF0245
 MF0245                         *CURRENT SURVEY CONTROL
 MF0245  ___________________________________________________________________
 MF0245* NAD 83(1986)-  41 06 24.     (N)    088 03 16.     (W)     SCALED    
 MF0245* NAVD 88     -       193.193  (meters)     633.83   (feet)  ADJUSTED  
 MF0245  ___________________________________________________________________
 MF0245  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MF0245  DYNAMIC HT  -         193.114 (meters)     633.57  (feet)  COMP
 MF0245  MODELED GRAV-     980,214.1   (mgal)                       NAVD 88
 MF0245
 MF0245  VERT ORDER  -  SECOND    CLASS 0
 MF0245
 MF0245.The horizontal coordinates were scaled from a topographic map and have
 MF0245.an estimated accuracy of +/- 6 seconds.
 MF0245
 MF0245.The orthometric height was determined by differential leveling
 MF0245.and adjusted by the National Geodetic Survey in June 1991..
 MF0245
 MF0245.The geoid height was determined by GEOID03.
 MF0245
 MF0245.The dynamic height is computed by dividing the NAVD 88
 MF0245.geopotential number by the normal gravity value computed on the
 MF0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0245.degrees latitude (g = 980.6199 gals.).
 MF0245
 MF0245.The modeled gravity was interpolated from observed gravity values.
 MF0245
 MF0245;                    North         East    Units  Estimated Accuracy
 MF0245;SPC IL E     -   492,930.      323,430.      MT  (+/- 180 meters Scaled)
 MF0245
 MF0245                          SUPERSEDED SURVEY CONTROL
 MF0245
 MF0245  NGVD 29 (??/??/92)  193.276  (m)          634.11   (f) ADJ UNCH    2 0
 MF0245
 MF0245.Superseded values are not recommended for survey control.
 MF0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0245.See file dsdata.txt to determine how the superseded data were derived.
 MF0245
 MF0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL114511(NAD 83)
 MF0245_MARKER: DB = BENCH MARK DISK
 MF0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0245_STAMPING: D 28 1934
 MF0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0245+STABILITY: SURFACE MOTION
 MF0245
 MF0245  HISTORY     - Date     Condition        Report By
 MF0245  HISTORY     - 1934     MONUMENTED       CGS
 MF0245  HISTORY     - 1954     GOOD             NGS
 MF0245  HISTORY     - 1959     MARK NOT FOUND   NGS
 MF0245
 MF0245                          STATION DESCRIPTION
 MF0245
 MF0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0245'AT GOODRICH.
 MF0245'ALONG THE NEW YORK CENTRAL RAILROAD, AT GOODRICH, 279 FEET
 MF0245'EAST OF THE CENTER LINE OF A CROSS ROAD, 24 FEET SOUTH OF THE
 MF0245'SOUTH RAIL OF THE SOUTH TRACK, 37 FEET SOUTH OF THE SOUTH
 MF0245'RAIL OF THE MAIN TRACK, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF
 MF0245'THE RAIL AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MF0245
 MF0245                          STATION RECOVERY (1959)
 MF0245
 MF0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1219 ***********************************************************************
 JC1219  DESIGNATION -  D 282
 JC1219  PID         -  JC1219
 JC1219  STATE/COUNTY-  IL/MADISON
 JC1219  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 JC1219
 JC1219                         *CURRENT SURVEY CONTROL
 JC1219  ___________________________________________________________________
 JC1219* NAD 83(1986)-  38 52 07.     (N)    090 08 36.     (W)     SCALED    
 JC1219* NAVD 88     -       135.397  (meters)     444.21   (feet)  ADJUSTED  
 JC1219  ___________________________________________________________________
 JC1219  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JC1219  DYNAMIC HT  -         135.313 (meters)     443.94  (feet)  COMP
 JC1219  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 JC1219
 JC1219  VERT ORDER  -  FIRST     CLASS II
 JC1219
 JC1219.The horizontal coordinates were scaled from a topographic map and have
 JC1219.an estimated accuracy of +/- 6 seconds.
 JC1219
 JC1219.The orthometric height was determined by differential leveling
 JC1219.and adjusted by the National Geodetic Survey in June 1991..
 JC1219
 JC1219.The geoid height was determined by GEOID03.
 JC1219
 JC1219.The dynamic height is computed by dividing the NAVD 88
 JC1219.geopotential number by the normal gravity value computed on the
 JC1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1219.degrees latitude (g = 980.6199 gals.).
 JC1219
 JC1219.The modeled gravity was interpolated from observed gravity values.
 JC1219
 JC1219;                    North         East    Units  Estimated Accuracy
 JC1219;SPC IL W     -   244,380.      702,030.      MT  (+/- 180 meters Scaled)
 JC1219
 JC1219                          SUPERSEDED SURVEY CONTROL
 JC1219
 JC1219  NGVD 29 (??/??/??)  135.363  (m)          444.10   (f) ADJUSTED    1 2
 JC1219
 JC1219.Superseded values are not recommended for survey control.
 JC1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1219.See file dsdata.txt to determine how the superseded data were derived.
 JC1219
 JC1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD478060(NAD 83)
 JC1219_MARKER: I = METAL ROD
 JC1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1219_SP_SET: STAINLESS STEEL ROD
 JC1219_STAMPING: D 282 1981
 JC1219_MARK LOGO: NGS   
 JC1219_PROJECTION: FLUSH
 JC1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1219_ROD/PIPE-DEPTH: 12.1 meters
 JC1219
 JC1219  HISTORY     - Date     Condition        Report By
 JC1219  HISTORY     - 1981     MONUMENTED       NGS
 JC1219
 JC1219                          STATION DESCRIPTION
 JC1219
 JC1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1219'3.9 KM (2.4 MI) SE FROM ALTON.
 JC1219'3.9 KILOMETERS (2.4 MILES) SOUTHEAST ALONG THE LEVEE FROM STATE
 JC1219'HIGHWAY 67 (CLARK BRIDGE) IN ALTON TO THE MARK ON THE LEFT, 0.2
 JC1219'KILOMETER (0.1 MILE) NORTHWEST OF A CHAIN LINK FENCE GATE AND A
 JC1219'OBSERVATION PLATFORM AROUND A TRILATERATION STATION ON THE LEVEE,
 JC1219'30.17 METERS (99.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST
 JC1219'BOUND LANE OF STATE HIGHWAY 3, 4.0 METERS (13.1 FEET) NORTHEAST OF THE
 JC1219'CENTER OF THE LEVEE ROAD AND 0.3 METER (1.0 FEET) NORTHWEST OF A METAL
 JC1219'WITNESS POST.
 JC1219'THE MARK IS 0.35 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1198 ***********************************************************************
 JC1198  DESIGNATION -  D 283
 JC1198  PID         -  JC1198
 JC1198  STATE/COUNTY-  IL/MADISON
 JC1198  USGS QUAD   -  WOOD RIVER (1994)
 JC1198
 JC1198                         *CURRENT SURVEY CONTROL
 JC1198  ___________________________________________________________________
 JC1198* NAD 83(1986)-  38 48 37.     (N)    090 02 51.     (W)     SCALED    
 JC1198* NAVD 88     -       136.959  (meters)     449.34   (feet)  ADJUSTED  
 JC1198  ___________________________________________________________________
 JC1198  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC1198  DYNAMIC HT  -         136.873 (meters)     449.06  (feet)  COMP
 JC1198  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 JC1198
 JC1198  VERT ORDER  -  FIRST     CLASS II
 JC1198
 JC1198.The horizontal coordinates were scaled from a topographic map and have
 JC1198.an estimated accuracy of +/- 6 seconds.
 JC1198
 JC1198.The orthometric height was determined by differential leveling
 JC1198.and adjusted by the National Geodetic Survey in June 1991..
 JC1198
 JC1198.The geoid height was determined by GEOID03.
 JC1198
 JC1198.The dynamic height is computed by dividing the NAVD 88
 JC1198.geopotential number by the normal gravity value computed on the
 JC1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1198.degrees latitude (g = 980.6199 gals.).
 JC1198
 JC1198.The modeled gravity was interpolated from observed gravity values.
 JC1198
 JC1198;                    North         East    Units  Estimated Accuracy
 JC1198;SPC IL W     -   237,920.      710,350.      MT  (+/- 180 meters Scaled)
 JC1198
 JC1198                          SUPERSEDED SURVEY CONTROL
 JC1198
 JC1198  NGVD 29 (??/??/??)  136.925  (m)          449.23   (f) ADJUSTED    1 2
 JC1198
 JC1198.Superseded values are not recommended for survey control.
 JC1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1198.See file dsdata.txt to determine how the superseded data were derived.
 JC1198
 JC1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC563998(NAD 83)
 JC1198_MARKER: I = METAL ROD
 JC1198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1198_SP_SET: STAINLESS STEEL ROD
 JC1198_STAMPING: D 283 1981
 JC1198_MARK LOGO: NGS   
 JC1198_PROJECTION: FLUSH
 JC1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1198_ROD/PIPE-DEPTH: 7.3  meters
 JC1198
 JC1198  HISTORY     - Date     Condition        Report By
 JC1198  HISTORY     - 1981     MONUMENTED       NGS
 JC1198
 JC1198                          STATION DESCRIPTION
 JC1198
 JC1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1198'8.3 KM (5.15 MI) SE FROM HARTFORD.
 JC1198'3.2 KILOMETERS (2.0 MILES) SOUTH ALONG THE LEVEE ROAD FROM THE
 JC1198'JUNCTION OF STATE HIGHWAY 3 AND HAWTHORNE ROAD IN HARTFORD, THENCE 4.4
 JC1198'KILOMETERS (2.75 MILES) EAST ALONG TOP OF THE LEVEE ROAD PARALLELING
 JC1198'THE CHOKIA DIVERSION CHANNEL TO THE JUNCTION OF RAILROAD TRACKS WHERE
 JC1198'THE LEVEE TURNS NORTHEAST, THENCE 0.6 KILOMETER (0.4 MILE) NORTHEAST
 JC1198'ALONG LEVEE TO THE MARK ON THE LEFT, 3.05 METERS (10.0 FEET) NORTHWEST
 JC1198'OF THE CENTER OF THE LEVEE ROAD, AND 0.46 METERS (1.5 FEET) NORTHEAST
 JC1198'OF A METAL WITNESS POST.
 JC1198'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 JC1198'THE MARK IS 0.15 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1140 ***********************************************************************
 JC1140  DESIGNATION -  D 284
 JC1140  PID         -  JC1140
 JC1140  STATE/COUNTY-  IL/ST CLAIR
 JC1140  USGS QUAD   -  CAHOKIA (1993)
 JC1140
 JC1140                         *CURRENT SURVEY CONTROL
 JC1140  ___________________________________________________________________
 JC1140* NAD 83(1997)-  38 32 54.44502(N)    090 11 36.21687(W)     ADJUSTED  
 JC1140* NAVD 88     -       131.172  (meters)     430.35   (feet)  ADJUSTED  
 JC1140  ___________________________________________________________________
 JC1140  X           -     -16,859.181 (meters)                     COMP
 JC1140  Y           -  -4,994,769.053 (meters)                     COMP
 JC1140  Z           -   3,953,300.182 (meters)                     COMP
 JC1140  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 JC1140  ELLIP HEIGHT-         100.34  (meters)          (09/22/04) GPS OBS
 JC1140  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JC1140  DYNAMIC HT  -         131.089 (meters)     430.08  (feet)  COMP
 JC1140  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 JC1140
 JC1140  HORZ ORDER  -  FIRST
 JC1140  VERT ORDER  -  FIRST     CLASS II
 JC1140  ELLP ORDER  -  FOURTH    CLASS I
 JC1140
 JC1140.The horizontal coordinates were established by GPS observations
 JC1140.and adjusted by the National Geodetic Survey in November 2002..
 JC1140
 JC1140.The orthometric height was determined by differential leveling
 JC1140.and adjusted by the National Geodetic Survey in June 1991..
 JC1140
 JC1140.Photographs are available for this station.
 JC1140
 JC1140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1140
 JC1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1140
 JC1140.The ellipsoidal height was determined by GPS observations
 JC1140.and is referenced to NAD 83.
 JC1140
 JC1140.The geoid height was determined by GEOID03.
 JC1140
 JC1140.The dynamic height is computed by dividing the NAVD 88
 JC1140.geopotential number by the normal gravity value computed on the
 JC1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1140.degrees latitude (g = 980.6199 gals.).
 JC1140
 JC1140.The modeled gravity was interpolated from observed gravity values.
 JC1140
 JC1140;                    North         East     Units Scale Factor Converg.
 JC1140;SPC IL W     -   208,846.244   697,670.238   MT  0.99994124   -0 00 60.0
 JC1140;SPC IL W     -   685,189.72  2,288,939.77   sFT  0.99994124   -0 00 60.0
 JC1140;UTM  15      - 4,270,405.129   744,588.123   MT  1.00033677   +1 44 59.6
 JC1140
 JC1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1140!SPC IL W     -   0.99998426  x   0.99994124  =   0.99992550
 JC1140!UTM  15      -   0.99998426  x   1.00033677  =   1.00032102
 JC1140
 JC1140                          SUPERSEDED SURVEY CONTROL
 JC1140
 JC1140  ELLIP H (11/27/02)  100.36   (m)                       GP(       ) 4 1
 JC1140  NAD 83(1997)-  38 32 54.44496(N)    090 11 36.21699(W) AD(       ) 1
 JC1140  ELLIP H (03/18/02)  100.36   (m)                       GP(       ) 4 1
 JC1140  NAVD 88 (03/18/02)  131.17   (m)          430.3    (f) LEVELING    3  
 JC1140  NGVD 29 (??/??/??)  131.133  (m)          430.23   (f) ADJUSTED    1 2
 JC1140
 JC1140.Superseded values are not recommended for survey control.
 JC1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1140.See file dsdata.txt to determine how the superseded data were derived.
 JC1140
 JC1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4458870405(NAD 83)
 JC1140_MARKER: I = METAL ROD
 JC1140_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1140_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1140_STAMPING: D 284 1981
 JC1140_MARK LOGO: NGS   
 JC1140_PROJECTION: RECESSED 5 CENTIMETERS
 JC1140_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1140+STABILITY: POSITION/ELEVATION WELL
 JC1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1140+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 JC1140_ROD/PIPE-DEPTH: 21.9 meters
 JC1140_SLEEVE-DEPTH  : 6.0 meters
 JC1140
 JC1140  HISTORY     - Date     Condition        Report By
 JC1140  HISTORY     - 1981     MONUMENTED       NGS
 JC1140  HISTORY     - 20010501 GOOD             WOOLPT
 JC1140
 JC1140                          STATION DESCRIPTION
 JC1140
 JC1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1140'IN CAHOKIA.
 JC1140'IN CAHOKIA, 0.2 KILOMETERS (0.1 MILES) NORTHEAST OF INTERSECTION OF
 JC1140'STATE HIGHWAY 3 AND THE MISSOURI PACIFIC RAILROAD, THE MARK IS ON TOP
 JC1140'OF THE NORTH LEVEE AT THE EAST END OF THE NORTHEAST HEADWALL OF THE
 JC1140'FLOOD GATE FOR THE RAILROAD BRIDGE OVER OLD PRAIRE DUPONT CREEK,
 JC1140'14.63 METERS (48 FEET) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD
 JC1140'PARELALLING THE LEVEE 10.66 METERS (35 FEET) EAST OF THE SOUTHEAST
 JC1140'RAIL OF THE NORTHBOUND TRACK OF THE RAILROAD, 2.65 METERS (8.7 FEET)
 JC1140'EAST OF EAST END OF THE NORTHEAST HEAD WALL OF THE NORTHEAST FLOOD
 JC1140'GATE OF THE RAILROAD BRIDGE, 0.33 METERS (1.1 FEET) WEST OF A METAL
 JC1140'WITNESS POST.
 JC1140'THE MARK IS 0.40 METERS  E FROM A WITNESS POST.
 JC1140
 JC1140                          STATION RECOVERY (2001)
 JC1140
 JC1140'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 JC1140'RECOVERED AS DESCRIBED.
 JC1140' 
 JC1140'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1132 ***********************************************************************
 JC1132  DESIGNATION -  D 285
 JC1132  PID         -  JC1132
 JC1132  STATE/COUNTY-  IL/ST CLAIR
 JC1132  USGS QUAD   -  CAHOKIA (1993)
 JC1132
 JC1132                         *CURRENT SURVEY CONTROL
 JC1132  ___________________________________________________________________
 JC1132* NAD 83(1986)-  38 32 14.     (N)    090 14 21.     (W)     SCALED    
 JC1132* NAVD 88     -       129.944  (meters)     426.32   (feet)  ADJUSTED  
 JC1132  ___________________________________________________________________
 JC1132  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JC1132  DYNAMIC HT  -         129.862 (meters)     426.06  (feet)  COMP
 JC1132  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JC1132
 JC1132  VERT ORDER  -  FIRST     CLASS II
 JC1132
 JC1132.The horizontal coordinates were scaled from a topographic map and have
 JC1132.an estimated accuracy of +/- 6 seconds.
 JC1132
 JC1132.The orthometric height was determined by differential leveling
 JC1132.and adjusted by the National Geodetic Survey in June 1991..
 JC1132
 JC1132.The geoid height was determined by GEOID03.
 JC1132
 JC1132.The dynamic height is computed by dividing the NAVD 88
 JC1132.geopotential number by the normal gravity value computed on the
 JC1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1132.degrees latitude (g = 980.6199 gals.).
 JC1132
 JC1132.The modeled gravity was interpolated from observed gravity values.
 JC1132
 JC1132;                    North         East    Units  Estimated Accuracy
 JC1132;SPC IL W     -   207,600.      693,680.      MT  (+/- 180 meters Scaled)
 JC1132
 JC1132                          SUPERSEDED SURVEY CONTROL
 JC1132
 JC1132  NGVD 29 (??/??/??)  129.904  (m)          426.19   (f) ADJUSTED    1 2
 JC1132
 JC1132.Superseded values are not recommended for survey control.
 JC1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1132.See file dsdata.txt to determine how the superseded data were derived.
 JC1132
 JC1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC406690(NAD 83)
 JC1132_MARKER: I = METAL ROD
 JC1132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1132_SP_SET: STAINLESS STEEL ROD
 JC1132_STAMPING: D 285 1981
 JC1132_MARK LOGO: NGS   
 JC1132_PROJECTION: FLUSH
 JC1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1132_ROD/PIPE-DEPTH: 9.8  meters
 JC1132
 JC1132  HISTORY     - Date     Condition        Report By
 JC1132  HISTORY     - 1981     MONUMENTED       NGS
 JC1132
 JC1132                          STATION DESCRIPTION
 JC1132
 JC1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1132'1.0 KM (0.6 MI) SW FROM EAST CARONDELET.
 JC1132'1.0 KILOMETER (0.6 MILE) SOUTH ALONG TOP OF THE MAIN LEVEE FROM THE
 JC1132'JUNCTION OF STATE STREET IN EAST CORONDELET TO THE MARK ON THE LEFT,
 JC1132'2.74 METERS (9.0 FEET) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD,
 JC1132'0.45 METERS (1.5 FEET) NORTHEAST OF A METAL WITNESS POST.
 JC1132'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 JC1132'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1063 ***********************************************************************
 JC1063  DESIGNATION -  D 286
 JC1063  PID         -  JC1063
 JC1063  STATE/COUNTY-  IL/RANDOLPH
 JC1063  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1063
 JC1063                         *CURRENT SURVEY CONTROL
 JC1063  ___________________________________________________________________
 JC1063* NAD 83(1986)-  38 04 10.     (N)    090 06 12.     (W)     SCALED    
 JC1063* NAVD 88     -       123.215  (meters)     404.25   (feet)  ADJUSTED  
 JC1063  ___________________________________________________________________
 JC1063  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JC1063  DYNAMIC HT  -         123.133 (meters)     403.98  (feet)  COMP
 JC1063  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 JC1063
 JC1063  VERT ORDER  -  FIRST     CLASS II
 JC1063
 JC1063.The horizontal coordinates were scaled from a topographic map and have
 JC1063.an estimated accuracy of +/- 6 seconds.
 JC1063
 JC1063.The orthometric height was determined by differential leveling
 JC1063.and adjusted by the National Geodetic Survey in June 1991..
 JC1063
 JC1063.The geoid height was determined by GEOID03.
 JC1063
 JC1063.The dynamic height is computed by dividing the NAVD 88
 JC1063.geopotential number by the normal gravity value computed on the
 JC1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1063.degrees latitude (g = 980.6199 gals.).
 JC1063
 JC1063.The modeled gravity was interpolated from observed gravity values.
 JC1063
 JC1063;                    North         East    Units  Estimated Accuracy
 JC1063;SPC IL W     -   155,680.      705,560.      MT  (+/- 180 meters Scaled)
 JC1063
 JC1063                          SUPERSEDED SURVEY CONTROL
 JC1063
 JC1063  NGVD 29 (??/??/??)  123.157  (m)          404.06   (f) ADJUSTED    1 2
 JC1063
 JC1063.Superseded values are not recommended for survey control.
 JC1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1063.See file dsdata.txt to determine how the superseded data were derived.
 JC1063
 JC1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC541174(NAD 83)
 JC1063_MARKER: I = METAL ROD
 JC1063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1063_SP_SET: STAINLESS STEEL ROD
 JC1063_STAMPING: D 286 1981
 JC1063_MARK LOGO: NGS   
 JC1063_PROJECTION: FLUSH
 JC1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1063_ROD/PIPE-DEPTH: 9.80 meters
 JC1063
 JC1063  HISTORY     - Date     Condition        Report By
 JC1063  HISTORY     - 1981     MONUMENTED       NGS
 JC1063
 JC1063                          STATION DESCRIPTION
 JC1063
 JC1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1063'1.08 KM (0.65 MI) SOUTH FROM PRAIRIE DU ROCHER.
 JC1063'1.08 KILOMETER (0.65 MILE) SOUTH ALONG THE LEVEE ON THE WEST SIDE OF
 JC1063'PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE HIGHWAY 155 IN
 JC1063'PRAIRIE DU ROCHER TO THE MARK ON THE RIGHT, ON THE LAND SIDE OF THE
 JC1063'LEVEE BETWEEN TWO WITNESS POST, 2.74 METERS (9.0 FEET) WEST OF THE
 JC1063'CENTER OF THE LEVEE ROAD AND 0.42 METER (1.4 FEET) SOUTH OF A METAL
 JC1063'WITNESS POST.
 JC1063'THE MARK IS 0.40 METERS  N FROM A WITNESS POST.
 JC1063'THE MARK IS 0.18 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1096 ***********************************************************************
 JC1096  DESIGNATION -  D 287
 JC1096  PID         -  JC1096
 JC1096  STATE/COUNTY-  IL/MONROE
 JC1096  USGS QUAD   -  VALMEYER (1993)
 JC1096
 JC1096                         *CURRENT SURVEY CONTROL
 JC1096  ___________________________________________________________________
 JC1096* NAD 83(1986)-  38 21 28.     (N)    090 17 49.     (W)     SCALED    
 JC1096* NAVD 88     -       126.778  (meters)     415.94   (feet)  ADJUSTED  
 JC1096  ___________________________________________________________________
 JC1096  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JC1096  DYNAMIC HT  -         126.696 (meters)     415.67  (feet)  COMP
 JC1096  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 JC1096
 JC1096  VERT ORDER  -  FIRST     CLASS II
 JC1096
 JC1096.The horizontal coordinates were scaled from a topographic map and have
 JC1096.an estimated accuracy of +/- 6 seconds.
 JC1096
 JC1096.The orthometric height was determined by differential leveling
 JC1096.and adjusted by the National Geodetic Survey in June 1991..
 JC1096
 JC1096.The geoid height was determined by GEOID03.
 JC1096
 JC1096.The dynamic height is computed by dividing the NAVD 88
 JC1096.geopotential number by the normal gravity value computed on the
 JC1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1096.degrees latitude (g = 980.6199 gals.).
 JC1096
 JC1096.The modeled gravity was interpolated from observed gravity values.
 JC1096
 JC1096;                    North         East    Units  Estimated Accuracy
 JC1096;SPC IL W     -   187,690.      688,610.      MT  (+/- 180 meters Scaled)
 JC1096
 JC1096                          SUPERSEDED SURVEY CONTROL
 JC1096
 JC1096  NGVD 29 (??/??/??)  126.732  (m)          415.79   (f) ADJUSTED    1 2
 JC1096
 JC1096.Superseded values are not recommended for survey control.
 JC1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1096.See file dsdata.txt to determine how the superseded data were derived.
 JC1096
 JC1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC361489(NAD 83)
 JC1096_MARKER: I = METAL ROD
 JC1096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1096_SP_SET: STAINLESS STEEL ROD
 JC1096_STAMPING: D 287 1981
 JC1096_MARK LOGO: NGS   
 JC1096_PROJECTION: FLUSH
 JC1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1096_ROD/PIPE-DEPTH: 8.5  meters
 JC1096
 JC1096  HISTORY     - Date     Condition        Report By
 JC1096  HISTORY     - 1981     MONUMENTED       NGS
 JC1096
 JC1096                          STATION DESCRIPTION
 JC1096
 JC1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1096'1.6 KM (1.0 MI) SW FROM FOUNTAIN.
 JC1096'1.6 KILOMETERS (1.0 MILES) SOUTHWEST ALONG THE TOP OF THE SOUTH LEVEE
 JC1096'OF FOUNTAIN CREEK FROM THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD
 JC1096'IN FOUNTAIN TO THE MARK ON THE LEFT, 4.27 METERS (14.0 FEET) SOUTH
 JC1096'EAST OF THE CENTER OF THE LEVEE ROAD, 0.46 METERS (1.5 FEET) NORTH
 JC1096'EAST OF A METAL WITNESS POST.
 JC1096'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 JC1096'THE MARK IS 0.15 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1055 ***********************************************************************
 JC1055  DESIGNATION -  D 288
 JC1055  PID         -  JC1055
 JC1055  STATE/COUNTY-  IL/RANDOLPH
 JC1055  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1055
 JC1055                         *CURRENT SURVEY CONTROL
 JC1055  ___________________________________________________________________
 JC1055* NAD 83(1986)-  38 02 03.     (N)    090 05 28.     (W)     SCALED    
 JC1055* NAVD 88     -       122.874  (meters)     403.13   (feet)  ADJUSTED  
 JC1055  ___________________________________________________________________
 JC1055  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 JC1055  DYNAMIC HT  -         122.791 (meters)     402.86  (feet)  COMP
 JC1055  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JC1055
 JC1055  VERT ORDER  -  FIRST     CLASS II
 JC1055
 JC1055.The horizontal coordinates were scaled from a topographic map and have
 JC1055.an estimated accuracy of +/- 6 seconds.
 JC1055
 JC1055.The orthometric height was determined by differential leveling
 JC1055.and adjusted by the National Geodetic Survey in June 1991..
 JC1055
 JC1055.The geoid height was determined by GEOID03.
 JC1055
 JC1055.The dynamic height is computed by dividing the NAVD 88
 JC1055.geopotential number by the normal gravity value computed on the
 JC1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1055.degrees latitude (g = 980.6199 gals.).
 JC1055
 JC1055.The modeled gravity was interpolated from observed gravity values.
 JC1055
 JC1055;                    North         East    Units  Estimated Accuracy
 JC1055;SPC IL W     -   151,770.      706,630.      MT  (+/- 180 meters Scaled)
 JC1055
 JC1055                          SUPERSEDED SURVEY CONTROL
 JC1055
 JC1055  NGVD 29 (??/??/??)  122.814  (m)          402.93   (f) ADJUSTED    1 2
 JC1055
 JC1055.Superseded values are not recommended for survey control.
 JC1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1055.See file dsdata.txt to determine how the superseded data were derived.
 JC1055
 JC1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC553136(NAD 83)
 JC1055_MARKER: I = METAL ROD
 JC1055_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1055_SP_SET: STAINLESS STEEL ROD
 JC1055_STAMPING: D 288 1981
 JC1055_MARK LOGO: NGS   
 JC1055_PROJECTION: FLUSH
 JC1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1055_ROD/PIPE-DEPTH: 9.80 meters
 JC1055
 JC1055  HISTORY     - Date     Condition        Report By
 JC1055  HISTORY     - 1981     MONUMENTED       NGS
 JC1055
 JC1055                          STATION DESCRIPTION
 JC1055
 JC1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1055'6.2 KM (3.85 MI) SOUTH FROM PRAIRIE DU ROCHER.
 JC1055'3.7 KILOMETERS (2.3 MILES)SOUTH ALONG THE TOP OF THE SOUTH MAIN LEVEE
 JC1055'FROM THE INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER TO A
 JC1055'BEND IN THE LEVEE, THENCE 2.5 KILOMETERS (1.55 MILES) SOUTHEAST ALONG
 JC1055'THE TOP OF THE LEVEE TO THE MARK ON THE LEFT, 3.05 METERS (10.0 FEET)
 JC1055'NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 0.46 METER (1.5 FEET)
 JC1055'SOUTHEAST OF A METAL WITNESS POST.
 JC1055'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 JC1055'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1399 ***********************************************************************
 HB1399  DESIGNATION -  D 289
 HB1399  PID         -  HB1399
 HB1399  STATE/COUNTY-  IL/RANDOLPH
 HB1399  USGS QUAD   -  CHESTER (1993)
 HB1399
 HB1399                         *CURRENT SURVEY CONTROL
 HB1399  ___________________________________________________________________
 HB1399* NAD 83(1986)-  37 54 35.     (N)    089 50 30.     (W)     SCALED    
 HB1399* NAVD 88     -       117.476  (meters)     385.42   (feet)  ADJUSTED  
 HB1399  ___________________________________________________________________
 HB1399  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB1399  DYNAMIC HT  -         117.396 (meters)     385.16  (feet)  COMP
 HB1399  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 HB1399
 HB1399  VERT ORDER  -  FIRST     CLASS II
 HB1399
 HB1399.The horizontal coordinates were scaled from a topographic map and have
 HB1399.an estimated accuracy of +/- 6 seconds.
 HB1399
 HB1399.The orthometric height was determined by differential leveling
 HB1399.and adjusted by the National Geodetic Survey in June 1991..
 HB1399
 HB1399.The geoid height was determined by GEOID03.
 HB1399
 HB1399.The dynamic height is computed by dividing the NAVD 88
 HB1399.geopotential number by the normal gravity value computed on the
 HB1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1399.degrees latitude (g = 980.6199 gals.).
 HB1399
 HB1399.The modeled gravity was interpolated from observed gravity values.
 HB1399
 HB1399;                    North         East    Units  Estimated Accuracy
 HB1399;SPC IL W     -   138,000.      728,580.      MT  (+/- 180 meters Scaled)
 HB1399
 HB1399                          SUPERSEDED SURVEY CONTROL
 HB1399
 HB1399  NGVD 29 (??/??/??)  117.409  (m)          385.20   (f) ADJUSTED    1 2
 HB1399
 HB1399.Superseded values are not recommended for survey control.
 HB1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1399.See file dsdata.txt to determine how the superseded data were derived.
 HB1399
 HB1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG501996(NAD 83)
 HB1399_MARKER: I = METAL ROD
 HB1399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1399_SP_SET: STAINLESS STEEL ROD
 HB1399_STAMPING: D 289 1981
 HB1399_MARK LOGO: NGS   
 HB1399_PROJECTION: FLUSH
 HB1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1399_ROD/PIPE-DEPTH: 9.10 meters
 HB1399
 HB1399  HISTORY     - Date     Condition        Report By
 HB1399  HISTORY     - 1981     MONUMENTED       NGS
 HB1399
 HB1399                          STATION DESCRIPTION
 HB1399
 HB1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1399'0.8 KM (0.5 MI) NW FROM CHESTER.
 HB1399'0.8 KILOMETER (0.5 MILE) NORTHWEST ALONG REILY LAKE ROAD FROM THE
 HB1399'STATE HIGHWAY 150 OVERPASS BRIDGE OVER THE MISSISSIPPI RIVER AT
 HB1399'CHESTER PARALELLING THE MISSOURI PACIFIC RAILROAD TO THE MARK ON THE
 HB1399'RIGHT, AT THE SOUTH CORNER OF A 6-FOOT CHAIN LINK FENCE AROUND THE
 HB1399'ILLINOIS STATE PENITENTIARY WATER TREATMENT BUILDINGS, 5.03 METERS
 HB1399'(16.5 FEET) NORTHEAST OF THE CENTER OF THE ROAD AND 0.61 METER (2.0
 HB1399'FEET) EAST OF THE SOUTH CORNER OF THE FENCE.
 HB1399'THE MARK IS 0.15 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0346 ***********************************************************************
 MF0346  DESIGNATION -  D 29
 MF0346  PID         -  MF0346
 MF0346  STATE/COUNTY-  IL/LIVINGSTON
 MF0346  USGS QUAD   -  BLACKSTONE (1983)
 MF0346
 MF0346                         *CURRENT SURVEY CONTROL
 MF0346  ___________________________________________________________________
 MF0346* NAD 83(1997)-  41 05 57.41362(N)    088 43 05.00543(W)     ADJUSTED  
 MF0346* NAVD 88     -       209.200  (meters)     686.35   (feet)  ADJUSTED  
 MF0346  ___________________________________________________________________
 MF0346  X           -     107,688.498 (meters)                     COMP
 MF0346  Y           -  -4,812,278.785 (meters)                     COMP
 MF0346  Z           -   4,170,854.373 (meters)                     COMP
 MF0346  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 MF0346  ELLIP HEIGHT-         176.83  (meters)          (02/03/05) GPS OBS
 MF0346  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MF0346  DYNAMIC HT  -         209.114 (meters)     686.07  (feet)  COMP
 MF0346  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 MF0346
 MF0346  HORZ ORDER  -  FIRST
 MF0346  VERT ORDER  -  SECOND    CLASS 0
 MF0346  ELLP ORDER  -  FOURTH    CLASS II
 MF0346
 MF0346.The horizontal coordinates were established by GPS observations
 MF0346.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0346
 MF0346.The orthometric height was determined by differential leveling
 MF0346.and adjusted by the National Geodetic Survey in June 1991..
 MF0346
 MF0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0346
 MF0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0346
 MF0346.The ellipsoidal height was determined by GPS observations
 MF0346.and is referenced to NAD 83.
 MF0346
 MF0346.The geoid height was determined by GEOID03.
 MF0346
 MF0346.The dynamic height is computed by dividing the NAVD 88
 MF0346.geopotential number by the normal gravity value computed on the
 MF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0346.degrees latitude (g = 980.6199 gals.).
 MF0346
 MF0346.The modeled gravity was interpolated from observed gravity values.
 MF0346
 MF0346;                    North         East     Units Scale Factor Converg.
 MF0346;SPC IL E     -   492,138.552   267,680.591   MT  0.99998785   -0 15 10.5
 MF0346;SPC IL E     - 1,614,624.57    878,215.41   sFT  0.99998785   -0 15 10.5
 MF0346;UTM  16      - 4,551,200.549   355,722.823   MT  0.99985619   -1 07 46.5
 MF0346
 MF0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0346!SPC IL E     -   0.99997226  x   0.99998785  =   0.99996011
 MF0346!UTM  16      -   0.99997226  x   0.99985619  =   0.99982846
 MF0346
 MF0346                          SUPERSEDED SURVEY CONTROL
 MF0346
 MF0346  ELLIP H (03/04/03)  176.84   (m)                       GP(       ) 4 2
 MF0346  NGVD 29 (??/??/92)  209.265  (m)          686.56   (f) ADJ UNCH    2 0
 MF0346
 MF0346.Superseded values are not recommended for survey control.
 MF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0346.See file dsdata.txt to determine how the superseded data were derived.
 MF0346
 MF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5572351201(NAD 83)
 MF0346_MARKER: DB = BENCH MARK DISK
 MF0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0346_STAMPING: D 29 1934
 MF0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0346+STABILITY: SURFACE MOTION
 MF0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0346+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 MF0346
 MF0346  HISTORY     - Date     Condition        Report By
 MF0346  HISTORY     - 1934     MONUMENTED       CGS
 MF0346  HISTORY     - 200205   GOOD             ASCPC
 MF0346
 MF0346                          STATION DESCRIPTION
 MF0346
 MF0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0346'1.3 MI E FROM MISSAL.
 MF0346'1.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MF0346'STATION AT MISSAL, LIVINGSTON COUNTY, 2 POLES EAST OF STATION 7670,
 MF0346'AT A PUBLIC ROAD CROSSING, 48 FEET SOUTH OF THE TRACK, 33 FEET EAST
 MF0346'OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF THE RIGHT-OF-WAY
 MF0346'FENCE, AND 4.5 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MF0346'D 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0346
 MF0346                          STATION RECOVERY (2002)
 MF0346
 MF0346'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0346'RECOVERED AS DESCRIBED
 MF0346' 
 MF0346'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1373 ***********************************************************************
 HB1373  DESIGNATION -  D 290
 HB1373  PID         -  HB1373
 HB1373  STATE/COUNTY-  IL/JACKSON
 HB1373  USGS QUAD   -  ALTENBURG (1994)
 HB1373
 HB1373                         *CURRENT SURVEY CONTROL
 HB1373  ___________________________________________________________________
 HB1373* NAD 83(1986)-  37 44 17.     (N)    089 36 02.     (W)     SCALED    
 HB1373* NAVD 88     -       115.653  (meters)     379.44   (feet)  ADJUSTED  
 HB1373  ___________________________________________________________________
 HB1373  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB1373  DYNAMIC HT  -         115.573 (meters)     379.18  (feet)  COMP
 HB1373  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 HB1373
 HB1373  VERT ORDER  -  FIRST     CLASS II
 HB1373
 HB1373.The horizontal coordinates were scaled from a topographic map and have
 HB1373.an estimated accuracy of +/- 6 seconds.
 HB1373
 HB1373.The orthometric height was determined by differential leveling
 HB1373.and adjusted by the National Geodetic Survey in June 1991..
 HB1373
 HB1373.The geoid height was determined by GEOID03.
 HB1373
 HB1373.The dynamic height is computed by dividing the NAVD 88
 HB1373.geopotential number by the normal gravity value computed on the
 HB1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1373.degrees latitude (g = 980.6199 gals.).
 HB1373
 HB1373.The modeled gravity was interpolated from observed gravity values.
 HB1373
 HB1373;                    North         East    Units  Estimated Accuracy
 HB1373;SPC IL W     -   119,050.      749,900.      MT  (+/- 180 meters Scaled)
 HB1373
 HB1373                          SUPERSEDED SURVEY CONTROL
 HB1373
 HB1373  NGVD 29 (??/??/??)  115.573  (m)          379.18   (f) ADJUSTED    1 2
 HB1373
 HB1373.Superseded values are not recommended for survey control.
 HB1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1373.See file dsdata.txt to determine how the superseded data were derived.
 HB1373
 HB1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG708799(NAD 83)
 HB1373_MARKER: I = METAL ROD
 HB1373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1373_SP_SET: STAINLESS STEEL ROD
 HB1373_STAMPING: D 290 1981
 HB1373_MARK LOGO: NGS   
 HB1373_PROJECTION: FLUSH
 HB1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1373_ROD/PIPE-DEPTH: 7.3  meters
 HB1373
 HB1373  HISTORY     - Date     Condition        Report By
 HB1373  HISTORY     - 1981     MONUMENTED       NGS
 HB1373
 HB1373                          STATION DESCRIPTION
 HB1373
 HB1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1373'14.5 KM (9.05 MI) SE FROM CORA.
 HB1373'8.1 KILOMETERS (5.05 MILES) SOUTH ALONG TOP OF THE MAIN LEVEE FROM THE
 HB1373'INTERSECTION OF THE MISSOURI PACIFIC RAILROAD IN CORA TO A BEND IN THE
 HB1373'LEVEE, THENCE 6.4 KILOMETERS (4.0 MILES) SOUTHEAST ALONG TOP OF THE
 HB1373'MAIN LEVEE TO THE MARK ON THE LEFT, 2.74 METERS (9.0 FEET) NORTHEAST
 HB1373'OF THE CENTER OF THE LEVEE ROAD, 17.22 METERS (56.5 FEET) SOUTHEAST OF
 HB1373'A CATTLE GUARD CROSSING.
 HB1373'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 HB1373'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1359 ***********************************************************************
 HB1359  DESIGNATION -  D 291
 HB1359  PID         -  HB1359
 HB1359  STATE/COUNTY-  IL/JACKSON
 HB1359  USGS QUAD   -  MURPHYSBORO (1978)
 HB1359
 HB1359                         *CURRENT SURVEY CONTROL
 HB1359  ___________________________________________________________________
 HB1359* NAD 83(1986)-  37 45 14.     (N)    089 16 00.     (W)     SCALED    
 HB1359* NAVD 88     -       126.221  (meters)     414.11   (feet)  ADJUSTED  
 HB1359  ___________________________________________________________________
 HB1359  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 HB1359  DYNAMIC HT  -         126.133 (meters)     413.82  (feet)  COMP
 HB1359  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 HB1359
 HB1359  VERT ORDER  -  FIRST     CLASS II
 HB1359
 HB1359.The horizontal coordinates were scaled from a topographic map and have
 HB1359.an estimated accuracy of +/- 6 seconds.
 HB1359
 HB1359.The orthometric height was determined by differential leveling
 HB1359.and adjusted by the National Geodetic Survey in June 1991..
 HB1359
 HB1359.The geoid height was determined by GEOID03.
 HB1359
 HB1359.The dynamic height is computed by dividing the NAVD 88
 HB1359.geopotential number by the normal gravity value computed on the
 HB1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1359.degrees latitude (g = 980.6199 gals.).
 HB1359
 HB1359.The modeled gravity was interpolated from observed gravity values.
 HB1359
 HB1359;                    North         East    Units  Estimated Accuracy
 HB1359;SPC IL W     -   121,040.      779,310.      MT  (+/- 180 meters Scaled)
 HB1359
 HB1359                          SUPERSEDED SURVEY CONTROL
 HB1359
 HB1359  NGVD 29 (??/??/??)  126.144  (m)          413.86   (f) ADJUSTED    1 2
 HB1359
 HB1359.Superseded values are not recommended for survey control.
 HB1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1359.See file dsdata.txt to determine how the superseded data were derived.
 HB1359
 HB1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG003809(NAD 83)
 HB1359_MARKER: DB = BENCH MARK DISK
 HB1359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1359_SP_SET: BRIDGE ABUTMENT
 HB1359_STAMPING: D 291 1981
 HB1359_MARK LOGO: NGS   
 HB1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1359
 HB1359  HISTORY     - Date     Condition        Report By
 HB1359  HISTORY     - 1981     MONUMENTED       NGS
 HB1359
 HB1359                          STATION DESCRIPTION
 HB1359
 HB1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1359'5.9 KM (3.65 MI) WNW FROM CARBONDALE.
 HB1359'5.9 KILOMETERS (3.65 MILES) WEST-NORTHWEST ALONG WEST MAIN STREET
 HB1359'(STATE HIGHWAY 13) FROM THE INTERSECTION OF NORTH ILLINOIS STREET
 HB1359'(STATE HIGHWAY 51) IN CARBONDALE, TO THE MARK ON THE RIGHT, IN TOP OF
 HB1359'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE STATE HIGHWAY 13
 HB1359'BRIDGE OVER THE ABANDONED TRACKS OF THE ILLINOIS CENTRAL GULF
 HB1359'RAILROAD, ALSO 6.3 KILOMETERS (3.9 MILES) EAST-SOUTHEAST ALONG STATE
 HB1359'HIGHWAY 13 FROM THE JACKSON COUNTY COURTHOUSE IN MURPHYSBORO,
 HB1359'7.46 METERS (24.5 FEET) NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 HB1359'BOUND LANE OF THE HIGHWAY, 4.26 NETERS (14.0 FEET) NORTHWEST OF THE
 HB1359'SOUTHEAST END OF THE BRIDGE.
 HB1359'THE MARK IS 1.52 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1332 ***********************************************************************
 HB1332  DESIGNATION -  D 292
 HB1332  PID         -  HB1332
 HB1332  STATE/COUNTY-  IL/JACKSON
 HB1332  USGS QUAD   -  GORHAM (1994)
 HB1332
 HB1332                         *CURRENT SURVEY CONTROL
 HB1332  ___________________________________________________________________
 HB1332* NAD 83(1986)-  37 38 11.     (N)    089 28 55.     (W)     SCALED    
 HB1332* NAVD 88     -       108.441  (meters)     355.78   (feet)  ADJUSTED  
 HB1332  ___________________________________________________________________
 HB1332  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 HB1332  DYNAMIC HT  -         108.366 (meters)     355.53  (feet)  COMP
 HB1332  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 HB1332
 HB1332  VERT ORDER  -  FIRST     CLASS II
 HB1332
 HB1332.The horizontal coordinates were scaled from a topographic map and have
 HB1332.an estimated accuracy of +/- 6 seconds.
 HB1332
 HB1332.The orthometric height was determined by differential leveling
 HB1332.and adjusted by the National Geodetic Survey in June 1991..
 HB1332
 HB1332.The geoid height was determined by GEOID03.
 HB1332
 HB1332.The dynamic height is computed by dividing the NAVD 88
 HB1332.geopotential number by the normal gravity value computed on the
 HB1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1332.degrees latitude (g = 980.6199 gals.).
 HB1332
 HB1332.The modeled gravity was interpolated from observed gravity values.
 HB1332
 HB1332;                    North         East    Units  Estimated Accuracy
 HB1332;SPC IL W     -   107,830.      760,430.      MT  (+/- 180 meters Scaled)
 HB1332
 HB1332                          SUPERSEDED SURVEY CONTROL
 HB1332
 HB1332  NGVD 29 (??/??/??)  108.354  (m)          355.49   (f) ADJUSTED    1 2
 HB1332
 HB1332.Superseded values are not recommended for survey control.
 HB1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1332.See file dsdata.txt to determine how the superseded data were derived.
 HB1332
 HB1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG810683(NAD 83)
 HB1332_MARKER: I = METAL ROD
 HB1332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1332_SP_SET: STAINLESS STEEL ROD
 HB1332_STAMPING: D 292 1981
 HB1332_MARK LOGO: NGS   
 HB1332_PROJECTION: FLUSH
 HB1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1332_ROD/PIPE-DEPTH: 7.3  meters
 HB1332
 HB1332  HISTORY     - Date     Condition        Report By
 HB1332  HISTORY     - 1981     MONUMENTED       NGS
 HB1332
 HB1332                          STATION DESCRIPTION
 HB1332
 HB1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1332'3.6 KM (2.25 MI) NE FROM GRAND TOWER.
 HB1332'2.4 KILOMETERS (1.5 MILES) SOUTH ALONG GREAT RIVER ROAD FROM THE POST
 HB1332'OFFICE IN GRAND TOWER, THENCE 1.2 KILOMETERS (0.75 MILE) NORTH ALONG
 HB1332'STATE HIGHWAY 3 TO THE EAST END OF A TREE LINE RUNNING EAST AND WEST
 HB1332'AND THE MARK ON THE LEFT, 18.60 METERS (61.0 FEET) WEST OF THE CENTER
 HB1332'LINE OF THE HIGHWAY, 4.36 METERS (14.3 FEET) EAST OF A 24-INCH HICKORY
 HB1332'TREE.
 HB1332'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1332'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1637 ***********************************************************************
 JA1637  DESIGNATION -  D 294
 JA1637  PID         -  JA1637
 JA1637  STATE/COUNTY-  IL/LAWRENCE
 JA1637  USGS QUAD   -  VINCENNES (1998)
 JA1637
 JA1637                         *CURRENT SURVEY CONTROL
 JA1637  ___________________________________________________________________
 JA1637* NAD 83(1986)-  38 40 56.     (N)    087 32 09.     (W)     SCALED    
 JA1637* NAVD 88     -       126.997  (meters)     416.66   (feet)  ADJUSTED  
 JA1637  ___________________________________________________________________
 JA1637  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JA1637  DYNAMIC HT  -         126.919 (meters)     416.40  (feet)  COMP
 JA1637  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 JA1637
 JA1637  VERT ORDER  -  FIRST     CLASS II
 JA1637
 JA1637.The horizontal coordinates were scaled from a topographic map and have
 JA1637.an estimated accuracy of +/- 6 seconds.
 JA1637
 JA1637.The orthometric height was determined by differential leveling
 JA1637.and adjusted by the National Geodetic Survey in June 1991..
 JA1637
 JA1637.The geoid height was determined by GEOID03.
 JA1637
 JA1637.The dynamic height is computed by dividing the NAVD 88
 JA1637.geopotential number by the normal gravity value computed on the
 JA1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1637.degrees latitude (g = 980.6199 gals.).
 JA1637
 JA1637.The modeled gravity was interpolated from observed gravity values.
 JA1637
 JA1637;                    North         East    Units  Estimated Accuracy
 JA1637;SPC IL E     -   224,000.      369,390.      MT  (+/- 180 meters Scaled)
 JA1637
 JA1637                          SUPERSEDED SURVEY CONTROL
 JA1637
 JA1637.No superseded survey control is available for this station.
 JA1637
 JA1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH533816(NAD 83)
 JA1637_MARKER: DB = BENCH MARK DISK
 JA1637_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1637_SP_SET: PIER
 JA1637_STAMPING: D 294 1986
 JA1637_MARK LOGO: NGS   
 JA1637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1637+STABILITY: POSITION/ELEVATION WELL
 JA1637
 JA1637  HISTORY     - Date     Condition        Report By
 JA1637  HISTORY     - 1986     MONUMENTED       NGS
 JA1637
 JA1637                          STATION DESCRIPTION
 JA1637
 JA1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1637'2.3 KM (1.4 MI) NW FROM VINCENNES IN.
 JA1637'0.2 KM (0.1 MI) WEST ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 JA1637'STATION IN VINCENNES, INDIANA, THENCE 1.2 KM (0.75 MI) SOUTHWESTERLY
 JA1637'ALONG 6TH STREET, THENCE 0.9 KM (0.55 MI) NORTHWEST ALONG U.S. HIGHWAY
 JA1637'50 BUSINESS ROUTE, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST
 JA1637'NORTHEASTERLY 1 OF 2 COLUMNS OF THE FIRST PIER SOUTHEAST OF THE
 JA1637'NORTHWEST ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE WABASH RIVER, AND
 JA1637'4.5 M (14.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 JA1637'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1664 ***********************************************************************
 JA1664  DESIGNATION -  D 295
 JA1664  PID         -  JA1664
 JA1664  STATE/COUNTY-  IL/RICHLAND
 JA1664  USGS QUAD   -  CLAREMONT (1968)
 JA1664
 JA1664                         *CURRENT SURVEY CONTROL
 JA1664  ___________________________________________________________________
 JA1664* NAD 83(1986)-  38 43 04.     (N)    087 59 37.     (W)     SCALED    
 JA1664* NAVD 88     -       158.747  (meters)     520.82   (feet)  ADJUSTED  
 JA1664  ___________________________________________________________________
 JA1664  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JA1664  DYNAMIC HT  -         158.650 (meters)     520.50  (feet)  COMP
 JA1664  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 JA1664
 JA1664  VERT ORDER  -  FIRST     CLASS II
 JA1664
 JA1664.The horizontal coordinates were scaled from a topographic map and have
 JA1664.an estimated accuracy of +/- 6 seconds.
 JA1664
 JA1664.The orthometric height was determined by differential leveling
 JA1664.and adjusted by the National Geodetic Survey in June 1991..
 JA1664
 JA1664.The geoid height was determined by GEOID03.
 JA1664
 JA1664.The dynamic height is computed by dividing the NAVD 88
 JA1664.geopotential number by the normal gravity value computed on the
 JA1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1664.degrees latitude (g = 980.6199 gals.).
 JA1664
 JA1664.The modeled gravity was interpolated from observed gravity values.
 JA1664
 JA1664;                    North         East    Units  Estimated Accuracy
 JA1664;SPC IL E     -   227,700.      329,550.      MT  (+/- 180 meters Scaled)
 JA1664
 JA1664                          SUPERSEDED SURVEY CONTROL
 JA1664
 JA1664.No superseded survey control is available for this station.
 JA1664
 JA1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH136859(NAD 83)
 JA1664_MARKER: I = METAL ROD
 JA1664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1664_SP_SET: STAINLESS STEEL ROD
 JA1664_STAMPING: D 295 1986
 JA1664_MARK LOGO: NGS   
 JA1664_PROJECTION: FLUSH
 JA1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1664_ROD/PIPE-DEPTH: 5.5  meters
 JA1664
 JA1664  HISTORY     - Date     Condition        Report By
 JA1664  HISTORY     - 1986     MONUMENTED       NGS
 JA1664
 JA1664                          STATION DESCRIPTION
 JA1664
 JA1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1664'10.6 KM (6.6 MI) EAST FROM OLNEY.
 JA1664'9.6 KM (5.95 MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS
 JA1664'JUNCTION WITH STATE HIGHWAY 130 IN OLNEY, THENCE 0.2 KM (0.1 MI) SOUTH
 JA1664'ALONG COUNTY ROAD 1700 E, THENCE 0.8 KM ((0.5 MI) WEST ALONG COUNTY
 JA1664'ROAD 1000 N, 6.8 M (22.3 FT) NORTH OF THE CENTER OF THE ROAD, 4.2 M
 JA1664'(13.8 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, AND 1.1 M (3.6 FT)
 JA1664'WEST OF A UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT
 JA1664'IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1664'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JA1664'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1604 ***********************************************************************
 JB1604  DESIGNATION -  D 296
 JB1604  PID         -  JB1604
 JB1604  STATE/COUNTY-  IL/MARION
 JB1604  USGS QUAD   -  OMEGA (1976)
 JB1604
 JB1604                         *CURRENT SURVEY CONTROL
 JB1604  ___________________________________________________________________
 JB1604* NAD 83(1986)-  38 37 33.     (N)    088 50 10.     (W)     SCALED    
 JB1604* NAVD 88     -       154.140  (meters)     505.71   (feet)  ADJUSTED  
 JB1604  ___________________________________________________________________
 JB1604  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JB1604  DYNAMIC HT  -         154.041 (meters)     505.38  (feet)  COMP
 JB1604  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JB1604
 JB1604  VERT ORDER  -  FIRST     CLASS II
 JB1604
 JB1604.The horizontal coordinates were scaled from a topographic map and have
 JB1604.an estimated accuracy of +/- 6 seconds.
 JB1604
 JB1604.The orthometric height was determined by differential leveling
 JB1604.and adjusted by the National Geodetic Survey in June 1991..
 JB1604
 JB1604.The geoid height was determined by GEOID03.
 JB1604
 JB1604.The dynamic height is computed by dividing the NAVD 88
 JB1604.geopotential number by the normal gravity value computed on the
 JB1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1604.degrees latitude (g = 980.6199 gals.).
 JB1604
 JB1604.The modeled gravity was interpolated from observed gravity values.
 JB1604
 JB1604;                    North         East    Units  Estimated Accuracy
 JB1604;SPC IL E     -   217,560.      256,220.      MT  (+/- 180 meters Scaled)
 JB1604
 JB1604                          SUPERSEDED SURVEY CONTROL
 JB1604
 JB1604.No superseded survey control is available for this station.
 JB1604
 JB1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH401768(NAD 83)
 JB1604_MARKER: I = METAL ROD
 JB1604_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1604_SP_SET: STAINLESS STEEL ROD
 JB1604_STAMPING: D 296 1986
 JB1604_MARK LOGO: NGS   
 JB1604_PROJECTION: FLUSH
 JB1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1604_ROD/PIPE-DEPTH: 4.7  meters
 JB1604
 JB1604  HISTORY     - Date     Condition        Report By
 JB1604  HISTORY     - 1986     MONUMENTED       NGS
 JB1604
 JB1604                          STATION DESCRIPTION
 JB1604
 JB1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1604'9.6 KM (5.95 MI) EAST FROM SALEM.
 JB1604'9.6 KM (5.95 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 JB1604'SALEM, 60.5 M (198.5 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 23.8 M
 JB1604'(78.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.8 M (9.2 FT) EAST
 JB1604'OF THE CENTER OF A DRIVEWAY, AND 0.3 M (1.0 FT) NORTH OF THE NORTH
 JB1604'EDGE OF A 2 BY 2 FT BRICK PEDESTAL.  NOTE--ACCESS TO DATUM POINT IS
 JB1604'HAD THROUGH A 5-INCH LOGO CAP.
 JB1604'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JB1604'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1680 ***********************************************************************
 LC1680  DESIGNATION -  D 297
 LC1680  PID         -  LC1680
 LC1680  STATE/COUNTY-  IL/DE WITT
 LC1680  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC1680
 LC1680                         *CURRENT SURVEY CONTROL
 LC1680  ___________________________________________________________________
 LC1680* NAD 83(1986)-  40 20 16.     (N)    088 44 16.     (W)     SCALED    
 LC1680* NAVD 88     -       229.778  (meters)     753.86   (feet)  ADJUSTED  
 LC1680  ___________________________________________________________________
 LC1680  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC1680  DYNAMIC HT  -         229.668 (meters)     753.50  (feet)  COMP
 LC1680  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 LC1680
 LC1680  VERT ORDER  -  FIRST     CLASS II
 LC1680
 LC1680.The horizontal coordinates were scaled from a topographic map and have
 LC1680.an estimated accuracy of +/- 6 seconds.
 LC1680
 LC1680.The orthometric height was determined by differential leveling
 LC1680.and adjusted by the National Geodetic Survey in June 1991..
 LC1680
 LC1680.The geoid height was determined by GEOID03.
 LC1680
 LC1680.The dynamic height is computed by dividing the NAVD 88
 LC1680.geopotential number by the normal gravity value computed on the
 LC1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1680.degrees latitude (g = 980.6199 gals.).
 LC1680
 LC1680.The modeled gravity was interpolated from observed gravity values.
 LC1680
 LC1680;                    North         East    Units  Estimated Accuracy
 LC1680;SPC IL E     -   407,580.      265,640.      MT  (+/- 180 meters Scaled)
 LC1680
 LC1680                          SUPERSEDED SURVEY CONTROL
 LC1680
 LC1680.No superseded survey control is available for this station.
 LC1680
 LC1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK523666(NAD 83)
 LC1680_MARKER: I = METAL ROD
 LC1680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1680_SP_SET: STAINLESS STEEL ROD
 LC1680_STAMPING: D 297 1986
 LC1680_MARK LOGO: NGS   
 LC1680_PROJECTION: RECESSED 2 CENTIMETERS
 LC1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1680_ROD/PIPE-DEPTH: 8.5  meters
 LC1680
 LC1680  HISTORY     - Date     Condition        Report By
 LC1680  HISTORY     - 1986     MONUMENTED       NGS
 LC1680
 LC1680                          STATION DESCRIPTION
 LC1680
 LC1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1680'13.2 KM (8.2 MI) NW FROM FARMER CITY.
 LC1680'13.2 KM (8.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 150 FROM ITS
 LC1680'JUNCTION WITH STATE HIGHWAY 54 IN FARMER CITY, 22.8 M (74.8 FT) EAST
 LC1680'OF THE CENTER OF THE WEST ENTRANCE TO THE OAK GROVE CEMETERY, 10.9 M
 LC1680'(35.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.0 M (13.1
 LC1680'FT) WEST-NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 LC1680'HAD THROUGH A 5-INCH LOGO CAP.
 LC1680'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 LC1680'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1599 ***********************************************************************
 JB1599  DESIGNATION -  D 298
 JB1599  PID         -  JB1599
 JB1599  STATE/COUNTY-  IL/MARION
 JB1599  USGS QUAD   -  XENIA (1978)
 JB1599
 JB1599                         *CURRENT SURVEY CONTROL
 JB1599  ___________________________________________________________________
 JB1599* NAD 83(1986)-  38 37 42.     (N)    088 43 45.     (W)     SCALED    
 JB1599* NAVD 88     -       152.814  (meters)     501.36   (feet)  ADJUSTED  
 JB1599  ___________________________________________________________________
 JB1599  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JB1599  DYNAMIC HT  -         152.718 (meters)     501.04  (feet)  COMP
 JB1599  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JB1599
 JB1599  VERT ORDER  -  FIRST     CLASS II
 JB1599
 JB1599.The horizontal coordinates were scaled from a topographic map and have
 JB1599.an estimated accuracy of +/- 6 seconds.
 JB1599
 JB1599.The orthometric height was determined by differential leveling
 JB1599.and adjusted by the National Geodetic Survey in June 1991..
 JB1599
 JB1599.The geoid height was determined by GEOID03.
 JB1599
 JB1599.The dynamic height is computed by dividing the NAVD 88
 JB1599.geopotential number by the normal gravity value computed on the
 JB1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1599.degrees latitude (g = 980.6199 gals.).
 JB1599
 JB1599.The modeled gravity was interpolated from observed gravity values.
 JB1599
 JB1599;                    North         East    Units  Estimated Accuracy
 JB1599;SPC IL E     -   217,790.      265,530.      MT  (+/- 180 meters Scaled)
 JB1599
 JB1599                          SUPERSEDED SURVEY CONTROL
 JB1599
 JB1599.No superseded survey control is available for this station.
 JB1599
 JB1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH494769(NAD 83)
 JB1599_MARKER: I = METAL ROD
 JB1599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1599_SP_SET: STAINLESS STEEL ROD
 JB1599_STAMPING: D 298 1986
 JB1599_MARK LOGO: NGS   
 JB1599_PROJECTION: FLUSH
 JB1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1599_ROD/PIPE-DEPTH: 3.7  meters
 JB1599
 JB1599  HISTORY     - Date     Condition        Report By
 JB1599  HISTORY     - 1986     MONUMENTED       NGS
 JB1599
 JB1599                          STATION DESCRIPTION
 JB1599
 JB1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1599'19.1 KM (11.85 MI) EAST FROM SALEM.
 JB1599'19.1 KM (11.85 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE
 JB1599'IN SALEM, 66.8 M (219.2 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING
 JB1599'SOUTHWEST TO THE JOE MEYERS RESIDENCE, 16.4 M (53.8 FT) SOUTH OF THE
 JB1599'CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT) EAST OF UTILITY POLE
 JB1599'NUMBER 376 WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JB1599'THROUGH A 5-INCH LOGO CAP.
 JB1599'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JB1599'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0901 ***********************************************************************
 LC0901  DESIGNATION -  D 30
 LC0901  PID         -  LC0901
 LC0901  STATE/COUNTY-  IL/MARSHALL
 LC0901  USGS QUAD   -  WASHBURN (1972)
 LC0901
 LC0901                         *CURRENT SURVEY CONTROL
 LC0901  ___________________________________________________________________
 LC0901* NAD 83(1986)-  40 57 47.     (N)    089 16 32.     (W)     SCALED    
 LC0901* NAVD 88     -       185.248  (meters)     607.77   (feet)  ADJUSTED  
 LC0901  ___________________________________________________________________
 LC0901  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LC0901  DYNAMIC HT  -         185.167 (meters)     607.50  (feet)  COMP
 LC0901  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 LC0901
 LC0901  VERT ORDER  -  SECOND    CLASS 0
 LC0901
 LC0901.The horizontal coordinates were scaled from a topographic map and have
 LC0901.an estimated accuracy of +/- 6 seconds.
 LC0901
 LC0901.The orthometric height was determined by differential leveling
 LC0901.and adjusted by the National Geodetic Survey in June 1991..
 LC0901
 LC0901.The geoid height was determined by GEOID03.
 LC0901
 LC0901.The dynamic height is computed by dividing the NAVD 88
 LC0901.geopotential number by the normal gravity value computed on the
 LC0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0901.degrees latitude (g = 980.6199 gals.).
 LC0901
 LC0901.The modeled gravity was interpolated from observed gravity values.
 LC0901
 LC0901;                    North         East    Units  Estimated Accuracy
 LC0901;SPC IL W     -   477,310.      775,010.      MT  (+/- 180 meters Scaled)
 LC0901
 LC0901                          SUPERSEDED SURVEY CONTROL
 LC0901
 LC0901  NGVD 29 (??/??/92)  185.316  (m)          607.99   (f) ADJ UNCH    2 0
 LC0901
 LC0901.Superseded values are not recommended for survey control.
 LC0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0901.See file dsdata.txt to determine how the superseded data were derived.
 LC0901
 LC0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL085371(NAD 83)
 LC0901_MARKER: DB = BENCH MARK DISK
 LC0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0901_SP_SET: BRIDGE
 LC0901_STAMPING: D 30 1934
 LC0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0901
 LC0901  HISTORY     - Date     Condition        Report By
 LC0901  HISTORY     - 1934     MONUMENTED       CGS
 LC0901  HISTORY     - 1964     MARK NOT FOUND   NGS
 LC0901  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 LC0901
 LC0901                          STATION DESCRIPTION
 LC0901
 LC0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0901'2.8 MI E FROM WILBERN.
 LC0901'2.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC0901'FROM THE STATION AT WILBERN, MARSHALL COUNTY, 2 POLES WEST OF
 LC0901'MILEPOST 118, AT BRIDGE 118 A, IN THE TOP OF THE SOUTH END OF
 LC0901'THE EAST CONCRETE ABUTMENT, 9 FEET SOUTH OF THE CENTERLINE OF THE
 LC0901'SOUTH TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 LC0901'DISK, STAMPED D 30 1934.  NOTE-- STANDARD DISK IS MISSING.  ABUTMENT
 LC0901'IN WHICH IT HAS BEEN PLACED IS STANDING AND IN GOOD CONDITION.
 LC0901'THE HOLE FOR THE STEM OF THE DISK AND THE RECESSION FOR THE
 LC0901'DISK ARE EVIDENT.
 LC0901
 LC0901                          STATION RECOVERY (1964)
 LC0901
 LC0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LC0901'MARK NOT FOUND.
 LC0901
 LC0901                          STATION RECOVERY (1998)
 LC0901
 LC0901'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2116 ***********************************************************************
 LB2116  DESIGNATION -  D 300
 LB2116  PID         -  LB2116
 LB2116  STATE/COUNTY-  IL/VERMILION
 LB2116  USGS QUAD   -  DANVILLE NE (1978)
 LB2116
 LB2116                         *CURRENT SURVEY CONTROL
 LB2116  ___________________________________________________________________
 LB2116* NAD 83(1986)-  40 07 52.     (N)    087 36 02.     (W)     SCALED    
 LB2116* NAVD 88     -       196.670  (meters)     645.24   (feet)  ADJUSTED  
 LB2116  ___________________________________________________________________
 LB2116  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LB2116  DYNAMIC HT  -         196.572 (meters)     644.92  (feet)  COMP
 LB2116  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 LB2116
 LB2116  VERT ORDER  -  FIRST     CLASS II
 LB2116
 LB2116.The horizontal coordinates were scaled from a topographic map and have
 LB2116.an estimated accuracy of +/- 6 seconds.
 LB2116
 LB2116.The orthometric height was determined by differential leveling
 LB2116.and adjusted by the National Geodetic Survey in June 1991..
 LB2116
 LB2116.The geoid height was determined by GEOID03.
 LB2116
 LB2116.The dynamic height is computed by dividing the NAVD 88
 LB2116.geopotential number by the normal gravity value computed on the
 LB2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2116.degrees latitude (g = 980.6199 gals.).
 LB2116
 LB2116.The modeled gravity was interpolated from observed gravity values.
 LB2116
 LB2116;                    North         East    Units  Estimated Accuracy
 LB2116;SPC IL E     -   384,820.      362,450.      MT  (+/- 180 meters Scaled)
 LB2116
 LB2116                          SUPERSEDED SURVEY CONTROL
 LB2116
 LB2116.No superseded survey control is available for this station.
 LB2116
 LB2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK488424(NAD 83)
 LB2116_MARKER: I = METAL ROD
 LB2116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2116_SP_SET: STAINLESS STEEL ROD
 LB2116_STAMPING: D 300 1986
 LB2116_MARK LOGO: NGS   
 LB2116_PROJECTION: FLUSH
 LB2116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2116_ROD/PIPE-DEPTH: 6.1  meters
 LB2116
 LB2116  HISTORY     - Date     Condition        Report By
 LB2116  HISTORY     - 1986     MONUMENTED       NGS
 LB2116
 LB2116                          STATION DESCRIPTION
 LB2116
 LB2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2116'IN DANVILLE.
 LB2116'IN DANVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 136 (EAST MAIN
 LB2116'STREET) AND VIRGINIA STREET, 18.3 M (60.0 FT) EAST OF THE CENTER OF
 LB2116'THE STREET, 10.6 M (34.8 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER
 LB2116'OF THE SHULTZ REAL ESTATE OFFICE, 8.6 M (28.2 FT) SOUTH OF THE
 LB2116'CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) EAST OF A UTILITY POLE.
 LB2116'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2116'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2137 ***********************************************************************
 LB2137  DESIGNATION -  D 301
 LB2137  PID         -  LB2137
 LB2137  STATE/COUNTY-  IL/CHAMPAIGN
 LB2137  USGS QUAD   -  HOMER (1975)
 LB2137
 LB2137                         *CURRENT SURVEY CONTROL
 LB2137  ___________________________________________________________________
 LB2137* NAD 83(1986)-  40 02 10.     (N)    087 57 48.     (W)     SCALED    
 LB2137* NAVD 88     -       204.317  (meters)     670.33   (feet)  ADJUSTED  
 LB2137  ___________________________________________________________________
 LB2137  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LB2137  DYNAMIC HT  -         204.213 (meters)     669.99  (feet)  COMP
 LB2137  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 LB2137
 LB2137  VERT ORDER  -  FIRST     CLASS II
 LB2137
 LB2137.The horizontal coordinates were scaled from a topographic map and have
 LB2137.an estimated accuracy of +/- 6 seconds.
 LB2137
 LB2137.The orthometric height was determined by differential leveling
 LB2137.and adjusted by the National Geodetic Survey in June 1991..
 LB2137
 LB2137.The geoid height was determined by GEOID03.
 LB2137
 LB2137.The dynamic height is computed by dividing the NAVD 88
 LB2137.geopotential number by the normal gravity value computed on the
 LB2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2137.degrees latitude (g = 980.6199 gals.).
 LB2137
 LB2137.The modeled gravity was interpolated from observed gravity values.
 LB2137
 LB2137;                    North         East    Units  Estimated Accuracy
 LB2137;SPC IL E     -   374,080.      331,580.      MT  (+/- 180 meters Scaled)
 LB2137
 LB2137                          SUPERSEDED SURVEY CONTROL
 LB2137
 LB2137.No superseded survey control is available for this station.
 LB2137
 LB2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK178322(NAD 83)
 LB2137_MARKER: I = METAL ROD
 LB2137_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2137_SP_SET: STAINLESS STEEL ROD
 LB2137_STAMPING: D 301 1986
 LB2137_MARK LOGO: NGS   
 LB2137_PROJECTION: FLUSH
 LB2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2137+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 LB2137_ROD/PIPE-DEPTH: 8.2  meters
 LB2137
 LB2137  HISTORY     - Date     Condition        Report By
 LB2137  HISTORY     - 1986     MONUMENTED       NGS
 LB2137  HISTORY     - 19980407 GOOD             BCA
 LB2137  HISTORY     - 20051128 GOOD             ILDT
 LB2137
 LB2137                          STATION DESCRIPTION
 LB2137
 LB2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2137'IN HOMER.
 LB2137'IN HOMER, AT THE INTERSECTION OF JOSEPHINE STREET AND COUNTY ROAD 512
 LB2137'(WEST FIRST STREET), 41.8 M (137.1 FT) WEST OF THE CENTER OF THE
 LB2137'STREET, 10.6 M (34.8 FT) EAST-SOUTHEAST OF THE SOUTH END OF A CHAIN
 LB2137'LINK FENCE, 5.6 M (18.4 FT) NORTH OF THE CENTERLINE OF THE ROAD, AND
 LB2137'0.7 M (2.3 FT) WEST OF UTILITY POLE NUMBER 948082 E 1.  NOTE--ACCESS
 LB2137'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2137'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 LB2137
 LB2137                          STATION RECOVERY (1998)
 LB2137
 LB2137'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LB2137'UTIL. POLE NUMBER 948082 E 1 HAS BEEN REPLACED.  STATION IS 3.0 FT
 LB2137'SOUTHEAST OF UTIL POLE NUMBER 81559.
 LB2137
 LB2137                          STATION RECOVERY (2005)
 LB2137
 LB2137'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB2137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3356 ***********************************************************************
 ME3356  DESIGNATION -  D 302
 ME3356  PID         -  ME3356
 ME3356  STATE/COUNTY-  IL/COOK
 ME3356  USGS QUAD   -  LAKE CALUMET (1997)
 ME3356
 ME3356                         *CURRENT SURVEY CONTROL
 ME3356  ___________________________________________________________________
 ME3356* NAD 83(1986)-  41 43 17.     (N)    087 32 09.     (W)     SCALED    
 ME3356* NAVD 88     -       180.894  (meters)     593.48   (feet)  ADJUSTED  
 ME3356  ___________________________________________________________________
 ME3356  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME3356  DYNAMIC HT  -         180.831 (meters)     593.28  (feet)  COMP
 ME3356  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 ME3356
 ME3356  VERT ORDER  -  FIRST     CLASS II
 ME3356
 ME3356.The horizontal coordinates were scaled from a topographic map and have
 ME3356.an estimated accuracy of +/- 6 seconds.
 ME3356
 ME3356.The orthometric height was determined by differential leveling
 ME3356.and adjusted by the National Geodetic Survey in April 1995..
 ME3356
 ME3356.The geoid height was determined by GEOID03.
 ME3356
 ME3356.The dynamic height is computed by dividing the NAVD 88
 ME3356.geopotential number by the normal gravity value computed on the
 ME3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3356.degrees latitude (g = 980.6199 gals.).
 ME3356
 ME3356.The modeled gravity was interpolated from observed gravity values.
 ME3356
 ME3356;                    North         East    Units  Estimated Accuracy
 ME3356;SPC IL E     -   561,470.      366,360.      MT  (+/- 180 meters Scaled)
 ME3356
 ME3356                          SUPERSEDED SURVEY CONTROL
 ME3356
 ME3356  NGVD 29 (01/19/93)  181.006  (m)          593.85   (f) ADJUSTED    1 2
 ME3356
 ME3356.Superseded values are not recommended for survey control.
 ME3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3356.See file dsdata.txt to determine how the superseded data were derived.
 ME3356
 ME3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM554189(NAD 83)
 ME3356_MARKER: DV = VERTICAL CONTROL DISK
 ME3356_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3356_SP_SET: BUILDING
 ME3356_STAMPING: D 302 1992
 ME3356_MARK LOGO: NGS   
 ME3356_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3356+STABILITY: POSITION/ELEVATION WELL
 ME3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3356+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3356
 ME3356  HISTORY     - Date     Condition        Report By
 ME3356  HISTORY     - 1992     MONUMENTED       NGS
 ME3356
 ME3356                          STATION DESCRIPTION
 ME3356
 ME3356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3356'IN CHICAGO, AT THE INTERSECTION OF SOUTH EWING AVENUE AND EAST 96TH
 ME3356'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE SAINT GEORGES CHURCH
 ME3356'AT 9546 SOUTH EWING AVENUE, 34.5 M (113.2 FT) WEST OF THE AVENUE
 ME3356'CENTERLINE, 11.9 M (39.0 FT) NORTH OF THE STREET CENTER, 2.1 M
 ME3356'(6.9 FT) WEST OF THE CENTER OF THE SOUTH ENTRANCE DOOR TO THE CHURCH,
 ME3356'AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0050 ***********************************************************************
 LD0050  DESIGNATION -  D 32
 LD0050  PID         -  LD0050
 LD0050  STATE/COUNTY-  IL/WARREN
 LD0050  USGS QUAD   -  GALESBURG WEST (1996)
 LD0050
 LD0050                         *CURRENT SURVEY CONTROL
 LD0050  ___________________________________________________________________
 LD0050* NAD 83(1986)-  40 53 23.     (N)    090 28 44.     (W)     SCALED    
 LD0050* NAVD 88     -       236.661  (meters)     776.45   (feet)  ADJUSTED  
 LD0050  ___________________________________________________________________
 LD0050  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0050  DYNAMIC HT  -         236.553 (meters)     776.09  (feet)  COMP
 LD0050  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 LD0050
 LD0050  VERT ORDER  -  SECOND    CLASS 0
 LD0050
 LD0050.The horizontal coordinates were scaled from a topographic map and have
 LD0050.an estimated accuracy of +/- 6 seconds.
 LD0050
 LD0050.The orthometric height was determined by differential leveling
 LD0050.and adjusted by the National Geodetic Survey in June 1991..
 LD0050
 LD0050.The geoid height was determined by GEOID03.
 LD0050
 LD0050.The dynamic height is computed by dividing the NAVD 88
 LD0050.geopotential number by the normal gravity value computed on the
 LD0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0050.degrees latitude (g = 980.6199 gals.).
 LD0050
 LD0050.The modeled gravity was interpolated from observed gravity values.
 LD0050
 LD0050;                    North         East    Units  Estimated Accuracy
 LD0050;SPC IL W     -   468,830.      673,690.      MT  (+/- 180 meters Scaled)
 LD0050
 LD0050                          SUPERSEDED SURVEY CONTROL
 LD0050
 LD0050  NGVD 29 (??/??/92)  236.714  (m)          776.62   (f) ADJ UNCH    2 0
 LD0050
 LD0050.Superseded values are not recommended for survey control.
 LD0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0050.See file dsdata.txt to determine how the superseded data were derived.
 LD0050
 LD0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF123295(NAD 83)
 LD0050_MARKER: DB = BENCH MARK DISK
 LD0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0050_STAMPING: D 32 1934
 LD0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0050+STABILITY: SURFACE MOTION
 LD0050
 LD0050  HISTORY     - Date     Condition        Report By
 LD0050  HISTORY     - 1934     MONUMENTED       CGS
 LD0050  HISTORY     - 1942     GOOD             NGS
 LD0050  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0050
 LD0050                          STATION DESCRIPTION
 LD0050
 LD0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0050'1.9 MI E FROM CAMERON.
 LD0050'1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0050'FROM THE STATION AT CAMERON, WARREN COUNTY, AT A ROAD CROSSING,
 LD0050'30 FEET EAST OF THE CENTERLINE OF THE ROAD, 28 FEET SOUTH OF THE
 LD0050'CENTERLINE OF THE SOUTH TRACK, 5 FEET NORTH OF A POLE, AND 2 FEET
 LD0050'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 32 1934 AND SET
 LD0050'IN THE TOP OF A CONCRETE POST.
 LD0050
 LD0050                          STATION RECOVERY (2001)
 LD0050
 LD0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0050'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0492 ***********************************************************************
 LD0492  DESIGNATION -  D 33
 LD0492  PID         -  LD0492
 LD0492  STATE/COUNTY-  IL/HANCOCK
 LD0492  USGS QUAD   -  DALLAS CITY (1975)
 LD0492
 LD0492                         *CURRENT SURVEY CONTROL
 LD0492  ___________________________________________________________________
 LD0492* NAD 83(1986)-  40 38 01.     (N)    091 10 43.     (W)     SCALED    
 LD0492* NAVD 88     -       161.908  (meters)     531.19   (feet)  ADJUSTED  
 LD0492  ___________________________________________________________________
 LD0492  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0492  DYNAMIC HT  -         161.830 (meters)     530.94  (feet)  COMP
 LD0492  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 LD0492
 LD0492  VERT ORDER  -  SECOND    CLASS 0
 LD0492
 LD0492.The horizontal coordinates were scaled from a topographic map and have
 LD0492.an estimated accuracy of +/- 6 seconds.
 LD0492
 LD0492.The orthometric height was determined by differential leveling
 LD0492.and adjusted by the National Geodetic Survey in June 1991..
 LD0492
 LD0492.The geoid height was determined by GEOID03.
 LD0492
 LD0492.The dynamic height is computed by dividing the NAVD 88
 LD0492.geopotential number by the normal gravity value computed on the
 LD0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0492.degrees latitude (g = 980.6199 gals.).
 LD0492
 LD0492.The modeled gravity was interpolated from observed gravity values.
 LD0492
 LD0492;                    North         East    Units  Estimated Accuracy
 LD0492;SPC IL W     -   440,830.      614,400.      MT  (+/- 180 meters Scaled)
 LD0492
 LD0492                          SUPERSEDED SURVEY CONTROL
 LD0492
 LD0492  NGVD 29 (??/??/92)  161.956  (m)          531.35   (f) ADJ UNCH    2 0
 LD0492
 LD0492.Superseded values are not recommended for survey control.
 LD0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0492.See file dsdata.txt to determine how the superseded data were derived.
 LD0492
 LD0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE540996(NAD 83)
 LD0492_MARKER: DB = BENCH MARK DISK
 LD0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0492_STAMPING: D 33 1934
 LD0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0492+STABILITY: SURFACE MOTION
 LD0492
 LD0492  HISTORY     - Date     Condition        Report By
 LD0492  HISTORY     - 1934     MONUMENTED       CGS
 LD0492
 LD0492                          STATION DESCRIPTION
 LD0492
 LD0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0492'AT DALLAS CITY.
 LD0492'AT DALLAS CITY, HANCOCK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 LD0492'FE RAILWAY, 0.4 MILE WEST OF THE STATION, AT POLE 225+09, 18
 LD0492'FEET EAST OF THE CENTERLINE OF THE ROAD, 18 FEET SOUTH OF THE
 LD0492'CENTERLINE OF THE SOUTH TRACK, AND ABOUT 2 FEET LOWER THAN THE
 LD0492'TRACK.  A STANDARD DISK, STAMPED D 33 1934 AND SET IN THE TOP
 LD0492'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0430 ***********************************************************************
 LD0430  DESIGNATION -  D 34
 LD0430  PID         -  LD0430
 LD0430  STATE/COUNTY-  IL/MCDONOUGH
 LD0430  USGS QUAD   -  BUSHNELL WEST (1974)
 LD0430
 LD0430                         *CURRENT SURVEY CONTROL
 LD0430  ___________________________________________________________________
 LD0430* NAD 83(1986)-  40 32 57.     (N)    090 30 46.     (W)     SCALED    
 LD0430* NAVD 88     -       199.730  (meters)     655.28   (feet)  ADJUSTED  
 LD0430  ___________________________________________________________________
 LD0430  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0430  DYNAMIC HT  -         199.633 (meters)     654.96  (feet)  COMP
 LD0430  MODELED GRAV-     980,135.3   (mgal)                       NAVD 88
 LD0430
 LD0430  VERT ORDER  -  SECOND    CLASS 0
 LD0430
 LD0430.The horizontal coordinates were scaled from a topographic map and have
 LD0430.an estimated accuracy of +/- 6 seconds.
 LD0430
 LD0430.The orthometric height was determined by differential leveling
 LD0430.and adjusted by the National Geodetic Survey in June 1991..
 LD0430
 LD0430.The geoid height was determined by GEOID03.
 LD0430
 LD0430.The dynamic height is computed by dividing the NAVD 88
 LD0430.geopotential number by the normal gravity value computed on the
 LD0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0430.degrees latitude (g = 980.6199 gals.).
 LD0430
 LD0430.The modeled gravity was interpolated from observed gravity values.
 LD0430
 LD0430;                    North         East    Units  Estimated Accuracy
 LD0430;SPC IL W     -   431,020.      670,680.      MT  (+/- 180 meters Scaled)
 LD0430
 LD0430                          SUPERSEDED SURVEY CONTROL
 LD0430
 LD0430  NGVD 29 (??/??/92)  199.799  (m)          655.51   (f) ADJ UNCH    2 0
 LD0430
 LD0430.Superseded values are not recommended for survey control.
 LD0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0430.See file dsdata.txt to determine how the superseded data were derived.
 LD0430
 LD0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE106916(NAD 83)
 LD0430_MARKER: DB = BENCH MARK DISK
 LD0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0430_SP_SET: WATER TOWER CONCRETE BASE
 LD0430_STAMPING: D 34 1934
 LD0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0430
 LD0430  HISTORY     - Date     Condition        Report By
 LD0430  HISTORY     - 1934     MONUMENTED       CGS
 LD0430  HISTORY     - 1974     MARK NOT FOUND   USGS
 LD0430
 LD0430                          STATION DESCRIPTION
 LD0430
 LD0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0430'AT BUSHNELL.
 LD0430'AT BUSHNELL, MCDONOUGH  COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LD0430'RAILROAD, 4 POLES WEST OF THE CROSSING OF THE CHICAGO, BURLINGTON
 LD0430'AND QUINCY RAILROAD, 42 FEET NORTH OF THE CENTERLINE OF THE
 LD0430'TRACK, IN THE TOP OF WEST CORNER OF THE CONCRETE BASE OF THE
 LD0430'SOUTHWEST LEG OF THE WATER TOWER, AND 6 INCHES ABOVE THE GROUND.
 LD0430'A STANDARD DISK, STAMPED D 34 1934.
 LD0430
 LD0430                          STATION RECOVERY (1974)
 LD0430
 LD0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0308 ***********************************************************************
 LD0308  DESIGNATION -  D 35
 LD0308  PID         -  LD0308
 LD0308  STATE/COUNTY-  IL/FULTON
 LD0308  USGS QUAD   -  HAVANA (1947)
 LD0308
 LD0308                         *CURRENT SURVEY CONTROL
 LD0308  ___________________________________________________________________
 LD0308* NAD 83(1986)-  40 18 04.     (N)    090 05 23.     (W)     SCALED    
 LD0308* NAVD 88     -       135.315  (meters)     443.95   (feet)  ADJUSTED  
 LD0308  ___________________________________________________________________
 LD0308  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0308  DYNAMIC HT  -         135.248 (meters)     443.73  (feet)  COMP
 LD0308  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 LD0308
 LD0308  VERT ORDER  -  SECOND    CLASS 0
 LD0308
 LD0308.The horizontal coordinates were scaled from a topographic map and have
 LD0308.an estimated accuracy of +/- 6 seconds.
 LD0308
 LD0308.The orthometric height was determined by differential leveling
 LD0308.and adjusted by the National Geodetic Survey in June 1991..
 LD0308
 LD0308.The geoid height was determined by GEOID03.
 LD0308
 LD0308.The dynamic height is computed by dividing the NAVD 88
 LD0308.geopotential number by the normal gravity value computed on the
 LD0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0308.degrees latitude (g = 980.6199 gals.).
 LD0308
 LD0308.The modeled gravity was interpolated from observed gravity values.
 LD0308
 LD0308;                    North         East    Units  Estimated Accuracy
 LD0308;SPC IL W     -   403,420.      706,540.      MT  (+/- 180 meters Scaled)
 LD0308
 LD0308                          SUPERSEDED SURVEY CONTROL
 LD0308
 LD0308  NGVD 29 (??/??/92)  135.410  (m)          444.26   (f) ADJ UNCH    2 0
 LD0308
 LD0308.Superseded values are not recommended for survey control.
 LD0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0308.See file dsdata.txt to determine how the superseded data were derived.
 LD0308
 LD0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE473652(NAD 83)
 LD0308_MARKER: DB = BENCH MARK DISK
 LD0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0308_SP_SET: BRIDGE
 LD0308_STAMPING: D 35 1935
 LD0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0308
 LD0308  HISTORY     - Date     Condition        Report By
 LD0308  HISTORY     - 1935     MONUMENTED       CGS
 LD0308
 LD0308                          STATION DESCRIPTION
 LD0308
 LD0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0308'1.1 MI W FROM WEST HAVANA.
 LD0308'1.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0308'FROM THE STATION AT WEST HAVANA, FULTON COUNTY, NEAR A CROSSING
 LD0308'OF STATE HIGHWAY 78, 48 FEET NORTHWEST OF MILEPOST 58, AT A
 LD0308'STEEL-GIRDER BRIDGE OVER SPOON RIVER, 6 FEET SOUTHWEST OF THE
 LD0308'CENTERLINE OF THE TRACK, IN THE TOP OF THE SOUTHWEST END OF THE
 LD0308'SOUTHEAST CONCRETE ABUTMENT, AND 4.5 FEET LOWER THAN THE TRACK.
 LD0308'A STANDARD DISK, STAMPED D 35 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0990 ***********************************************************************
 KB0990  DESIGNATION -  D 36
 KB0990  PID         -  KB0990
 KB0990  STATE/COUNTY-  IL/SANGAMON
 KB0990  USGS QUAD   -  ATHENS (1976)
 KB0990
 KB0990                         *CURRENT SURVEY CONTROL
 KB0990  ___________________________________________________________________
 KB0990* NAD 83(1986)-  39 56 51.     (N)    089 41 58.     (W)     SCALED    
 KB0990* NAVD 88     -       185.577  (meters)     608.85   (feet)  ADJUSTED  
 KB0990  ___________________________________________________________________
 KB0990  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KB0990  DYNAMIC HT  -         185.478 (meters)     608.52  (feet)  COMP
 KB0990  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 KB0990
 KB0990  VERT ORDER  -  SECOND    CLASS 0
 KB0990
 KB0990.The horizontal coordinates were scaled from a topographic map and have
 KB0990.an estimated accuracy of +/- 6 seconds.
 KB0990
 KB0990.The orthometric height was determined by differential leveling
 KB0990.and adjusted by the National Geodetic Survey in June 1991..
 KB0990
 KB0990.The geoid height was determined by GEOID03.
 KB0990
 KB0990.The dynamic height is computed by dividing the NAVD 88
 KB0990.geopotential number by the normal gravity value computed on the
 KB0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0990.degrees latitude (g = 980.6199 gals.).
 KB0990
 KB0990.The modeled gravity was interpolated from observed gravity values.
 KB0990
 KB0990;                    North         East    Units  Estimated Accuracy
 KB0990;SPC IL W     -   364,260.      739,930.      MT  (+/- 180 meters Scaled)
 KB0990
 KB0990                          SUPERSEDED SURVEY CONTROL
 KB0990
 KB0990  NGVD 29 (??/??/92)  185.675  (m)          609.17   (f) ADJ UNCH    2 0
 KB0990
 KB0990.Superseded values are not recommended for survey control.
 KB0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0990.See file dsdata.txt to determine how the superseded data were derived.
 KB0990
 KB0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK693254(NAD 83)
 KB0990_MARKER: DB = BENCH MARK DISK
 KB0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0990_SP_SET: SWITCH GUIDE BASE
 KB0990_STAMPING: D 36 1934
 KB0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0990
 KB0990  HISTORY     - Date     Condition        Report By
 KB0990  HISTORY     - 1934     MONUMENTED       CGS
 KB0990
 KB0990                          STATION DESCRIPTION
 KB0990
 KB0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0990'AT BARR.
 KB0990'AT BARR, SANGAMON COUNTY, ON THE CHICAGO AND ILLINOIS MIDLAND
 KB0990'RAILWAY, AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 KB0990'RAILWAY, 15 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, AT A
 KB0990'SWITCH GUIDE, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 KB0990'BASE, AND ABOUT ONE HALF FOOT LOWER THAN THE TRACK.  A STANDARD
 KB0990'DISK, STAMPED D 36 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1202 ***********************************************************************
 LC1202  DESIGNATION -  D 37
 LC1202  PID         -  LC1202
 LC1202  STATE/COUNTY-  IL/LOGAN
 LC1202  USGS QUAD   -  DELAVAN SOUTH (1980)
 LC1202
 LC1202                         *CURRENT SURVEY CONTROL
 LC1202  ___________________________________________________________________
 LC1202* NAD 83(1986)-  40 16 40.     (N)    089 35 32.     (W)     SCALED    
 LC1202* NAVD 88     -       171.016  (meters)     561.08   (feet)  ADJUSTED  
 LC1202  ___________________________________________________________________
 LC1202  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LC1202  DYNAMIC HT  -         170.930 (meters)     560.79  (feet)  COMP
 LC1202  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 LC1202
 LC1202  VERT ORDER  -  SECOND    CLASS 0
 LC1202
 LC1202.The horizontal coordinates were scaled from a topographic map and have
 LC1202.an estimated accuracy of +/- 6 seconds.
 LC1202
 LC1202.The orthometric height was determined by differential leveling
 LC1202.and adjusted by the National Geodetic Survey in June 1991..
 LC1202
 LC1202.The geoid height was determined by GEOID03.
 LC1202
 LC1202.The dynamic height is computed by dividing the NAVD 88
 LC1202.geopotential number by the normal gravity value computed on the
 LC1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1202.degrees latitude (g = 980.6199 gals.).
 LC1202
 LC1202.The modeled gravity was interpolated from observed gravity values.
 LC1202
 LC1202;                    North         East    Units  Estimated Accuracy
 LC1202;SPC IL W     -   400,990.      748,850.      MT  (+/- 180 meters Scaled)
 LC1202
 LC1202                          SUPERSEDED SURVEY CONTROL
 LC1202
 LC1202  NGVD 29 (??/??/92)  171.111  (m)          561.39   (f) ADJ UNCH    2 0
 LC1202
 LC1202.Superseded values are not recommended for survey control.
 LC1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1202.See file dsdata.txt to determine how the superseded data were derived.
 LC1202
 LC1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK796618(NAD 83)
 LC1202_MARKER: DB = BENCH MARK DISK
 LC1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1202_SP_SET: BRIDGE
 LC1202_STAMPING: D 37 1934
 LC1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1202
 LC1202  HISTORY     - Date     Condition        Report By
 LC1202  HISTORY     - 1934     MONUMENTED       CGS
 LC1202  HISTORY     - 1954     GOOD             NGS
 LC1202
 LC1202                          STATION DESCRIPTION
 LC1202
 LC1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1202'2.1 MI N FROM HARNESS.
 LC1202'ABOUT 2.1 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 LC1202'FROM THE ROAD CROSSING AT HARNESS, ABOUT 0.1 MILE NORTH OF A
 LC1202'GRAVEL ROAD CROSSING, IN THE TOP OF SOUTH END OF EAST HEAD WALL
 LC1202'OF A 12-FOOT CONCRETE ARCH BRIDGE UNDER TRACK, 12 3/4 FEET EAST
 LC1202'OF EAST RAIL AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1217 ***********************************************************************
 LC1217  DESIGNATION -  D 38
 LC1217  PID         -  LC1217
 LC1217  STATE/COUNTY-  IL/LOGAN
 LC1217  USGS QUAD   -  NEW HOLLAND (1980)
 LC1217
 LC1217                         *CURRENT SURVEY CONTROL
 LC1217  ___________________________________________________________________
 LC1217* NAD 83(1986)-  40 10 46.     (N)    089 33 15.     (W)     SCALED    
 LC1217* NAVD 88     -       168.840  (meters)     553.94   (feet)  ADJUSTED  
 LC1217  ___________________________________________________________________
 LC1217  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LC1217  DYNAMIC HT  -         168.754 (meters)     553.65  (feet)  COMP
 LC1217  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 LC1217
 LC1217  VERT ORDER  -  SECOND    CLASS 0
 LC1217
 LC1217.The horizontal coordinates were scaled from a topographic map and have
 LC1217.an estimated accuracy of +/- 6 seconds.
 LC1217
 LC1217.The orthometric height was determined by differential leveling
 LC1217.and adjusted by the National Geodetic Survey in June 1991..
 LC1217
 LC1217.The geoid height was determined by GEOID03.
 LC1217
 LC1217.The dynamic height is computed by dividing the NAVD 88
 LC1217.geopotential number by the normal gravity value computed on the
 LC1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1217.degrees latitude (g = 980.6199 gals.).
 LC1217
 LC1217.The modeled gravity was interpolated from observed gravity values.
 LC1217
 LC1217;                    North         East    Units  Estimated Accuracy
 LC1217;SPC IL W     -   390,090.      752,160.      MT  (+/- 180 meters Scaled)
 LC1217
 LC1217                          SUPERSEDED SURVEY CONTROL
 LC1217
 LC1217  NGVD 29 (??/??/92)  168.931  (m)          554.23   (f) ADJ UNCH    2 0
 LC1217
 LC1217.Superseded values are not recommended for survey control.
 LC1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1217.See file dsdata.txt to determine how the superseded data were derived.
 LC1217
 LC1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK825508(NAD 83)
 LC1217_MARKER: DB = BENCH MARK DISK
 LC1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1217_SP_SET: CULVERT
 LC1217_STAMPING: D 38 1934
 LC1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1217
 LC1217  HISTORY     - Date     Condition        Report By
 LC1217  HISTORY     - 1934     MONUMENTED       CGS
 LC1217  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC1217
 LC1217                          STATION DESCRIPTION
 LC1217
 LC1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1217'1.4 MI E FROM NEW HOLLAND.
 LC1217'1.4 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 LC1217'STATION AT NEW HOLLAND, LOGAN COUNTY, 13 POLES EAST OF MILEPOST
 LC1217'73, 2-1/2 POLES EAST OF A ROAD CROSSING, 75 FEET NORTH OF THE
 LC1217'CENTERLINE OF THE TRACK, 18 FEET SOUTH OF THE CENTERLINE OF
 LC1217'STATE HIGHWAY 10, AT A 2-FOOT SQUARE RE-INFORCED CONCRETE-BOX
 LC1217'CULVERT, IN THE TOP OF THE EAST END OF THE CONCRETE HEADWALL, AND
 LC1217'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 38 1934.
 LC1217
 LC1217                          STATION RECOVERY (1975)
 LC1217
 LC1217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0524 ***********************************************************************
 LC0524  DESIGNATION -  D 39
 LC0524  PID         -  LC0524
 LC0524  STATE/COUNTY-  IL/MCLEAN
 LC0524  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0524
 LC0524                         *CURRENT SURVEY CONTROL
 LC0524  ___________________________________________________________________
 LC0524* NAD 83(1986)-  40 27 04.     (N)    088 54 05.     (W)     SCALED    
 LC0524* NAVD 88     -       261.066  (meters)     856.51   (feet)  ADJUSTED  
 LC0524  ___________________________________________________________________
 LC0524  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0524  DYNAMIC HT  -         260.942 (meters)     856.11  (feet)  COMP
 LC0524  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 LC0524
 LC0524  VERT ORDER  -  SECOND    CLASS 0
 LC0524
 LC0524.The horizontal coordinates were scaled from a topographic map and have
 LC0524.an estimated accuracy of +/- 6 seconds.
 LC0524
 LC0524.The orthometric height was determined by differential leveling
 LC0524.and adjusted by the National Geodetic Survey in June 1991..
 LC0524
 LC0524.The geoid height was determined by GEOID03.
 LC0524
 LC0524.The dynamic height is computed by dividing the NAVD 88
 LC0524.geopotential number by the normal gravity value computed on the
 LC0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0524.degrees latitude (g = 980.6199 gals.).
 LC0524
 LC0524.The modeled gravity was interpolated from observed gravity values.
 LC0524
 LC0524;                    North         East    Units  Estimated Accuracy
 LC0524;SPC IL E     -   420,250.      251,810.      MT  (+/- 180 meters Scaled)
 LC0524
 LC0524                          SUPERSEDED SURVEY CONTROL
 LC0524
 LC0524  NGVD 29 (??/??/92)  261.126  (m)          856.71   (f) ADJ UNCH    2 0
 LC0524
 LC0524.Superseded values are not recommended for survey control.
 LC0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0524.See file dsdata.txt to determine how the superseded data were derived.
 LC0524
 LC0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK387795(NAD 83)
 LC0524_MARKER: DB = BENCH MARK DISK
 LC0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0524_STAMPING: D 39 1934
 LC0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0524+STABILITY: SURFACE MOTION
 LC0524
 LC0524  HISTORY     - Date     Condition        Report By
 LC0524  HISTORY     - 1934     MONUMENTED       CGS
 LC0524  HISTORY     - 1951     GOOD             NGS
 LC0524
 LC0524                          STATION DESCRIPTION
 LC0524
 LC0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LC0524'AT BROKAW.
 LC0524'AT BROKAW, MCLEAN  COUNTY, 86 YARDS WEST OF THE NEW YORK, CHICAGO
 LC0524'AND ST. LOUIS RAILROAD STATION SIGNBOARD, 24 FEET EAST OF THE
 LC0524'CENTERLINE OF A PUBLIC-ROAD CROSSING, 43 FEET SOUTH OF THE
 LC0524'CENTERLINE OF THE TRACK, 3 FEET NORTHEAST OF A CORNER IN THE
 LC0524'RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 LC0524'STANDARD DIK, STAMPED D 39 1934 AND SET IN THE TOP OF A CONCRETE
 LC0524'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1473 ***********************************************************************
 KA1473  DESIGNATION -  D 4
 KA1473  PID         -  KA1473
 KA1473  STATE/COUNTY-  IL/COLES
 KA1473  USGS QUAD   -  BROCTON (1982)
 KA1473
 KA1473                         *CURRENT SURVEY CONTROL
 KA1473  ___________________________________________________________________
 KA1473* NAD 83(1986)-  39 40 57.     (N)    087 58 46.     (W)     SCALED    
 KA1473* NAVD 88     -       201.455  (meters)     660.94   (feet)  ADJUSTED  
 KA1473  ___________________________________________________________________
 KA1473  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KA1473  DYNAMIC HT  -         201.345 (meters)     660.58  (feet)  COMP
 KA1473  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 KA1473
 KA1473  VERT ORDER  -  FIRST     CLASS II
 KA1473
 KA1473.The horizontal coordinates were scaled from a topographic map and have
 KA1473.an estimated accuracy of +/- 6 seconds.
 KA1473
 KA1473.The orthometric height was determined by differential leveling
 KA1473.and adjusted by the National Geodetic Survey in June 1991..
 KA1473
 KA1473.The geoid height was determined by GEOID03.
 KA1473
 KA1473.The dynamic height is computed by dividing the NAVD 88
 KA1473.geopotential number by the normal gravity value computed on the
 KA1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1473.degrees latitude (g = 980.6199 gals.).
 KA1473
 KA1473.The modeled gravity was interpolated from observed gravity values.
 KA1473
 KA1473;                    North         East    Units  Estimated Accuracy
 KA1473;SPC IL E     -   334,810.      330,360.      MT  (+/- 180 meters Scaled)
 KA1473
 KA1473                          SUPERSEDED SURVEY CONTROL
 KA1473
 KA1473  NGVD 29 (??/??/92)  201.534  (m)          661.20   (f) ADJ UNCH    1 2
 KA1473
 KA1473.Superseded values are not recommended for survey control.
 KA1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1473.See file dsdata.txt to determine how the superseded data were derived.
 KA1473
 KA1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ160929(NAD 83)
 KA1473_MARKER: P = PIPE CAP
 KA1473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA1473_STAMPING: 661 1906
 KA1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1473
 KA1473  HISTORY     - Date     Condition        Report By
 KA1473  HISTORY     - 1906     MONUMENTED       USGS
 KA1473  HISTORY     - 1956     GOOD             NGS
 KA1473  HISTORY     - 1980     MARK NOT FOUND   USGS
 KA1473  HISTORY     - 20050304 MARK NOT FOUND   ILDT
 KA1473
 KA1473                          STATION DESCRIPTION
 KA1473
 KA1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1473'3 MI NE FROM OAKLAND.
 KA1473'ABOUT 3.05 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1473'LOUIS RAILROAD FROM THE STATION AT OAKLAND, ABOUT 0.4 MILE
 KA1473'NORTHEAST OF CROSSING OF NORTH-SOUTH GRAVEL ROAD AT KINGS, 48
 KA1473'FEET SOUTHEAST OF SOUTHEAST RAIL, 74 FEET EAST-NORTHEAST OF
 KA1473'TELEPHONE POLE NO. 300/25, 67 FEET SOUTH-SOUTHWEST OF TELEPHONE
 KA1473'POLE NO. 300/26, 1/2 FOOT SOUTHEAST OF A FENCE LINE, ABOUT 4 FEET
 KA1473'BELOW LEVEL OF TRACK AND IS A U.S.G.S. PIPE AND CAP PROJECTING 1
 KA1473'INCH.
 KA1473
 KA1473                          STATION RECOVERY (1980)
 KA1473
 KA1473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KA1473'MARK NOT FOUND.
 KA1473
 KA1473                          STATION RECOVERY (2005)
 KA1473
 KA1473'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0210 ***********************************************************************
 LC0210  DESIGNATION -  D 40
 LC0210  PID         -  LC0210
 LC0210  STATE/COUNTY-  IL/FORD
 LC0210  USGS QUAD   -  PERDUEVILLE (1984)
 LC0210
 LC0210                         *CURRENT SURVEY CONTROL
 LC0210  ___________________________________________________________________
 LC0210* NAD 83(1986)-  40 27 57.     (N)    088 08 29.     (W)     SCALED    
 LC0210* NAVD 88     -       234.746  (meters)     770.16   (feet)  ADJUSTED  
 LC0210  ___________________________________________________________________
 LC0210  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LC0210  DYNAMIC HT  -         234.635 (meters)     769.80  (feet)  COMP
 LC0210  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 LC0210
 LC0210  VERT ORDER  -  SECOND    CLASS 0
 LC0210
 LC0210.The horizontal coordinates were scaled from a topographic map and have
 LC0210.an estimated accuracy of +/- 6 seconds.
 LC0210
 LC0210.The orthometric height was determined by differential leveling
 LC0210.and adjusted by the National Geodetic Survey in June 1991..
 LC0210
 LC0210.The geoid height was determined by GEOID03.
 LC0210
 LC0210.The dynamic height is computed by dividing the NAVD 88
 LC0210.geopotential number by the normal gravity value computed on the
 LC0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0210.degrees latitude (g = 980.6199 gals.).
 LC0210
 LC0210.The modeled gravity was interpolated from observed gravity values.
 LC0210
 LC0210;                    North         East    Units  Estimated Accuracy
 LC0210;SPC IL E     -   421,740.      316,280.      MT  (+/- 180 meters Scaled)
 LC0210
 LC0210                          SUPERSEDED SURVEY CONTROL
 LC0210
 LC0210  NGVD 29 (??/??/92)  234.804  (m)          770.35   (f) ADJ UNCH    2 0
 LC0210
 LC0210.Superseded values are not recommended for survey control.
 LC0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0210.See file dsdata.txt to determine how the superseded data were derived.
 LC0210
 LC0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK032800(NAD 83)
 LC0210_MARKER: DB = BENCH MARK DISK
 LC0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0210_STAMPING: D 40 1935
 LC0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0210+STABILITY: SURFACE MOTION
 LC0210
 LC0210  HISTORY     - Date     Condition        Report By
 LC0210  HISTORY     - 1935     MONUMENTED       CGS
 LC0210  HISTORY     - 1973     MARK NOT FOUND   NGS
 LC0210  HISTORY     - 1980     MARK NOT FOUND   USGS
 LC0210
 LC0210                          STATION DESCRIPTION
 LC0210
 LC0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LC0210'2 MI E FROM PERDUEVULLE.
 LC0210'2.0 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LC0210'FROM THE STATION AT PERDUEVILLE, FORD COUNTY, 18 POLES EAST OF
 LC0210'MILEPOST 328, AT A PUBLIC-ROAD CROSSING, 42 FEET NORTH OF THE
 LC0210'CENTERLINE OF THE TRACK, 9 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LC0210'3 FEET SOUTH OF A RIGHT-OF-WAY FENCE-CORNER POST, AND 2-1/2 FEET
 LC0210'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 40 1935 AND SET
 LC0210'IN THE TOP OF A CONCRETE POST.
 LC0210
 LC0210                          STATION RECOVERY (1973)
 LC0210
 LC0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0210'MARK NOT FOUND.
 LC0210
 LC0210                          STATION RECOVERY (1980)
 LC0210
 LC0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LC0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0035 ***********************************************************************
 LC0035  DESIGNATION -  D 42
 LC0035  PID         -  LC0035
 LC0035  STATE/COUNTY-  IL/LIVINGSTON
 LC0035  USGS QUAD   -  CHATSWORTH NORTH (1983)
 LC0035
 LC0035                         *CURRENT SURVEY CONTROL
 LC0035  ___________________________________________________________________
 LC0035* NAD 83(1986)-  40 45 18.     (N)    088 15 30.     (W)     SCALED    
 LC0035* NAVD 88     -       219.603  (meters)     720.48   (feet)  ADJUSTED  
 LC0035  ___________________________________________________________________
 LC0035  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LC0035  DYNAMIC HT  -         219.508 (meters)     720.17  (feet)  COMP
 LC0035  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 LC0035
 LC0035  VERT ORDER  -  SECOND    CLASS 0
 LC0035
 LC0035.The horizontal coordinates were scaled from a topographic map and have
 LC0035.an estimated accuracy of +/- 6 seconds.
 LC0035
 LC0035.The orthometric height was determined by differential leveling
 LC0035.and adjusted by the National Geodetic Survey in June 1991..
 LC0035
 LC0035.The geoid height was determined by GEOID03.
 LC0035
 LC0035.The dynamic height is computed by dividing the NAVD 88
 LC0035.geopotential number by the normal gravity value computed on the
 LC0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0035.degrees latitude (g = 980.6199 gals.).
 LC0035
 LC0035.The modeled gravity was interpolated from observed gravity values.
 LC0035
 LC0035;                    North         East    Units  Estimated Accuracy
 LC0035;SPC IL E     -   453,840.      306,330.      MT  (+/- 180 meters Scaled)
 LC0035
 LC0035                          SUPERSEDED SURVEY CONTROL
 LC0035
 LC0035  NGVD 29 (??/??/92)  219.670  (m)          720.70   (f) ADJ UNCH    2 0
 LC0035
 LC0035.Superseded values are not recommended for survey control.
 LC0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0035.See file dsdata.txt to determine how the superseded data were derived.
 LC0035
 LC0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL937123(NAD 83)
 LC0035_MARKER: DB = BENCH MARK DISK
 LC0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0035_STAMPING: D 42 1935
 LC0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0035+STABILITY: SURFACE MOTION
 LC0035
 LC0035  HISTORY     - Date     Condition        Report By
 LC0035  HISTORY     - 1935     MONUMENTED       CGS
 LC0035
 LC0035                          STATION DESCRIPTION
 LC0035
 LC0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LC0035'3.5 MI W FROM PIPER CITY.
 LC0035'IN LIVINGSTON COUNTY, 3.5 MILES WEST ALONG THE TOLEDO, PEORIA
 LC0035'AND WESTERN RAILROAD FROM THE STATION AT PIPER CITY, FORD COUNTY,
 LC0035'AT POLE 38+16, AT A ROAD CROSSING, 48 FEET NORTH OF THE
 LC0035'CENTERLINE OF THE TRACK, 20 FEET EAST OF THE CENTERLINE OF THE
 LC0035'ROAD, AND 2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 LC0035'STAMPED D 42 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0664 ***********************************************************************
 LC0664  DESIGNATION -  D 43
 LC0664  PID         -  LC0664
 LC0664  STATE/COUNTY-  IL/MCLEAN
 LC0664  USGS QUAD   -  GRIDLEY (1981)
 LC0664
 LC0664                         *CURRENT SURVEY CONTROL
 LC0664  ___________________________________________________________________
 LC0664* NAD 83(1986)-  40 44 29.     (N)    088 52 43.     (W)     SCALED    
 LC0664* NAVD 88     -       229.791  (meters)     753.91   (feet)  ADJUSTED  
 LC0664  ___________________________________________________________________
 LC0664  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0664  DYNAMIC HT  -         229.687 (meters)     753.56  (feet)  COMP
 LC0664  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 LC0664
 LC0664  VERT ORDER  -  SECOND    CLASS 0
 LC0664
 LC0664.The horizontal coordinates were scaled from a topographic map and have
 LC0664.an estimated accuracy of +/- 6 seconds.
 LC0664
 LC0664.The orthometric height was determined by differential leveling
 LC0664.and adjusted by the National Geodetic Survey in June 1991..
 LC0664
 LC0664.The geoid height was determined by GEOID03.
 LC0664
 LC0664.The dynamic height is computed by dividing the NAVD 88
 LC0664.geopotential number by the normal gravity value computed on the
 LC0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0664.degrees latitude (g = 980.6199 gals.).
 LC0664
 LC0664.The modeled gravity was interpolated from observed gravity values.
 LC0664
 LC0664;                    North         East    Units  Estimated Accuracy
 LC0664;SPC IL E     -   452,470.      253,950.      MT  (+/- 180 meters Scaled)
 LC0664
 LC0664                          SUPERSEDED SURVEY CONTROL
 LC0664
 LC0664  NGVD 29 (??/??/92)  229.833  (m)          754.04   (f) ADJ UNCH    2 0
 LC0664
 LC0664.Superseded values are not recommended for survey control.
 LC0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0664.See file dsdata.txt to determine how the superseded data were derived.
 LC0664
 LC0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL413117(NAD 83)
 LC0664_MARKER: DB = BENCH MARK DISK
 LC0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0664_STAMPING: D 43 1934
 LC0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0664+STABILITY: SURFACE MOTION
 LC0664
 LC0664  HISTORY     - Date     Condition        Report By
 LC0664  HISTORY     - 1934     MONUMENTED       CGS
 LC0664
 LC0664                          STATION DESCRIPTION
 LC0664
 LC0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0664'AT GRIDLEY.
 LC0664'AT GRIDLEY, MCLEAN  COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LC0664'RAILROAD, 3 POLES EAST OF THE STATION, 3 POLES WEST OF MILEPOST
 LC0664'71, AT A STREET CROSSING, 48 FEET NORTH OF THE CENTERLINE OF THE
 LC0664'MAIN TRACK, 45 FEET EAST OF THE CENTERLINE OF THE STREET, 2 FEET
 LC0664'SOUTH OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.  A
 LC0664'STANDARD DISK, STAMPED D 43 1934 AND SET IN THE TOP OF A CONCRETE
 LC0664'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0083 ***********************************************************************
 LD0083  DESIGNATION -  D 44
 LD0083  PID         -  LD0083
 LD0083  STATE/COUNTY-  IL/KNOX
 LD0083  USGS QUAD   -  FARMINGTON WEST (1974)
 LD0083
 LD0083                         *CURRENT SURVEY CONTROL
 LD0083  ___________________________________________________________________
 LD0083* NAD 83(1986)-  40 44 06.     (N)    090 01 20.     (W)     SCALED    
 LD0083* NAVD 88     -       216.751  (meters)     711.12   (feet)  ADJUSTED  
 LD0083  ___________________________________________________________________
 LD0083  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0083  DYNAMIC HT  -         216.648 (meters)     710.79  (feet)  COMP
 LD0083  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 LD0083
 LD0083  VERT ORDER  -  SECOND    CLASS 0
 LD0083
 LD0083.The horizontal coordinates were scaled from a topographic map and have
 LD0083.an estimated accuracy of +/- 6 seconds.
 LD0083
 LD0083.The orthometric height was determined by differential leveling
 LD0083.and adjusted by the National Geodetic Survey in June 1991..
 LD0083
 LD0083.The geoid height was determined by GEOID03.
 LD0083
 LD0083.The dynamic height is computed by dividing the NAVD 88
 LD0083.geopotential number by the normal gravity value computed on the
 LD0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0083.degrees latitude (g = 980.6199 gals.).
 LD0083
 LD0083.The modeled gravity was interpolated from observed gravity values.
 LD0083
 LD0083;                    North         East    Units  Estimated Accuracy
 LD0083;SPC IL W     -   451,610.      712,200.      MT  (+/- 180 meters Scaled)
 LD0083
 LD0083                          SUPERSEDED SURVEY CONTROL
 LD0083
 LD0083  NGVD 29 (??/??/92)  216.833  (m)          711.39   (f) ADJ UNCH    2 0
 LD0083
 LD0083.Superseded values are not recommended for survey control.
 LD0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0083.See file dsdata.txt to determine how the superseded data were derived.
 LD0083
 LD0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF514136(NAD 83)
 LD0083_MARKER: DB = BENCH MARK DISK
 LD0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0083_STAMPING: D 44 1935
 LD0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0083+STABILITY: SURFACE MOTION
 LD0083
 LD0083  HISTORY     - Date     Condition        Report By
 LD0083  HISTORY     - 1935     MONUMENTED       CGS
 LD0083  HISTORY     - 1942     MARK NOT FOUND   NGS
 LD0083  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 LD0083
 LD0083                          STATION DESCRIPTION
 LD0083
 LD0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0083'2.4 MI N FROM FARMINGTON.
 LD0083'IN KNOX COUNTY, 2.4 MILES NORTH ALONG THE CHICAGO, BURLINGTON
 LD0083'AND QUINCY RAILROAD FROM THE STATION AT FARMINGTON, FULTON COUNTY,
 LD0083'OPPOSITE MILEPOST 50, 14 FEET EAST OF A POINT 21 FEET NORTH OF THE
 LD0083'CENTER OF A ROAD CROSSING, AT THE EDGE OF A CUT, AND LEVEL WITH THE
 LD0083'TRACK.  A STANDARD DISK, STAMPED D 44 1935 AND SET IN THE TOP OF
 LD0083'A CONCRETE POST.  NOTE-- THE DITCHES HAVE BEEN RECENTLY CLEANED
 LD0083'OUT AND PIECE THOUGHT TO BE PART OF CONCRETE POST FOUND NEARBY.
 LD0083
 LD0083                          STATION RECOVERY (1997)
 LD0083
 LD0083'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0959 ***********************************************************************
 MF0959  DESIGNATION -  D 45
 MF0959  PID         -  MF0959
 MF0959  STATE/COUNTY-  IL/STARK
 MF0959  USGS QUAD   -  BRADFORD (1983)
 MF0959
 MF0959                         *CURRENT SURVEY CONTROL
 MF0959  ___________________________________________________________________
 MF0959* NAD 83(1986)-  41 12 13.     (N)    089 39 24.     (W)     SCALED    
 MF0959* NAVD 88     -       228.639  (meters)     750.13   (feet)  ADJUSTED  
 MF0959  ___________________________________________________________________
 MF0959  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0959  DYNAMIC HT  -         228.541 (meters)     749.80  (feet)  COMP
 MF0959  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 MF0959
 MF0959  VERT ORDER  -  SECOND    CLASS 0
 MF0959
 MF0959.The horizontal coordinates were scaled from a topographic map and have
 MF0959.an estimated accuracy of +/- 6 seconds.
 MF0959
 MF0959.The orthometric height was determined by differential leveling
 MF0959.and adjusted by the National Geodetic Survey in June 1991..
 MF0959
 MF0959.The geoid height was determined by GEOID03.
 MF0959
 MF0959.The dynamic height is computed by dividing the NAVD 88
 MF0959.geopotential number by the normal gravity value computed on the
 MF0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0959.degrees latitude (g = 980.6199 gals.).
 MF0959
 MF0959.The modeled gravity was interpolated from observed gravity values.
 MF0959
 MF0959;                    North         East    Units  Estimated Accuracy
 MF0959;SPC IL W     -   503,760.      742,770.      MT  (+/- 180 meters Scaled)
 MF0959
 MF0959                          SUPERSEDED SURVEY CONTROL
 MF0959
 MF0959  NGVD 29 (??/??/92)  228.716  (m)          750.38   (f) ADJ UNCH    2 0
 MF0959
 MF0959.Superseded values are not recommended for survey control.
 MF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0959.See file dsdata.txt to determine how the superseded data were derived.
 MF0959
 MF0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL772647(NAD 83)
 MF0959_MARKER: DB = BENCH MARK DISK
 MF0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0959_STAMPING: D 45 1934
 MF0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0959+STABILITY: SURFACE MOTION
 MF0959
 MF0959  HISTORY     - Date     Condition        Report By
 MF0959  HISTORY     - 1934     MONUMENTED       CGS
 MF0959  HISTORY     - 1942     GOOD             NGS
 MF0959  HISTORY     - 1980     MARK NOT FOUND   USGS
 MF0959  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 MF0959
 MF0959                          STATION DESCRIPTION
 MF0959
 MF0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MF0959'2.3 MI N FROM BRADFORD.
 MF0959'2.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0959'FROM THE STATION AT BRADFORD, STARK COUNTY, AT A PRIVATE-ROAD
 MF0959'CROSSING, 93 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 36 FEET
 MF0959'EAST OF THE CENTERLINE OF THE TRACK, 2 FEET NORTHWEST OF A POLE,
 MF0959'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MF0959'D 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0959
 MF0959                          STATION RECOVERY (1980)
 MF0959
 MF0959'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MF0959'MARK NOT FOUND.
 MF0959
 MF0959                          STATION RECOVERY (1997)
 MF0959
 MF0959'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1135 ***********************************************************************
 MF1135  DESIGNATION -  D 46
 MF1135  PID         -  MF1135
 MF1135  STATE/COUNTY-  IL/LEE
 MF1135  USGS QUAD   -  HARMON (1982)
 MF1135
 MF1135                         *CURRENT SURVEY CONTROL
 MF1135  ___________________________________________________________________
 MF1135* NAD 83(1986)-  41 44 38.     (N)    089 36 56.     (W)     SCALED    
 MF1135* NAVD 88     -       200.337  (meters)     657.27   (feet)  ADJUSTED  
 MF1135  ___________________________________________________________________
 MF1135  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1135  DYNAMIC HT  -         200.264 (meters)     657.03  (feet)  COMP
 MF1135  MODELED GRAV-     980,256.7   (mgal)                       NAVD 88
 MF1135
 MF1135  VERT ORDER  -  SECOND    CLASS 0
 MF1135
 MF1135.The horizontal coordinates were scaled from a topographic map and have
 MF1135.an estimated accuracy of +/- 6 seconds.
 MF1135
 MF1135.The orthometric height was determined by differential leveling
 MF1135.and adjusted by the National Geodetic Survey in June 1991..
 MF1135
 MF1135.The geoid height was determined by GEOID03.
 MF1135
 MF1135.The dynamic height is computed by dividing the NAVD 88
 MF1135.geopotential number by the normal gravity value computed on the
 MF1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1135.degrees latitude (g = 980.6199 gals.).
 MF1135
 MF1135.The modeled gravity was interpolated from observed gravity values.
 MF1135
 MF1135;                    North         East    Units  Estimated Accuracy
 MF1135;SPC IL W     -   563,790.      745,840.      MT  (+/- 180 meters Scaled)
 MF1135
 MF1135                          SUPERSEDED SURVEY CONTROL
 MF1135
 MF1135  NGVD 29 (??/??/92)  200.403  (m)          657.49   (f) ADJ UNCH    2 0
 MF1135
 MF1135.Superseded values are not recommended for survey control.
 MF1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1135.See file dsdata.txt to determine how the superseded data were derived.
 MF1135
 MF1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM825246(NAD 83)
 MF1135_MARKER: DB = BENCH MARK DISK
 MF1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1135_STAMPING: D 46 1934
 MF1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1135+STABILITY: SURFACE MOTION
 MF1135
 MF1135  HISTORY     - Date     Condition        Report By
 MF1135  HISTORY     - 1934     MONUMENTED       CGS
 MF1135  HISTORY     - 19950802 GOOD             USPSQD
 MF1135  HISTORY     - 20020128 GOOD             NGS
 MF1135  HISTORY     - 20030605 MARK NOT FOUND   USPSQD
 MF1135
 MF1135                          STATION DESCRIPTION
 MF1135
 MF1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1135'2.9 MI N FROM VAN PETTEN.
 MF1135'2.9 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MF1135'THE STATION AT VAN PETTEN, LEE COUNTY, 0.4 MILE NORTH OF THE
 MF1135'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, ONE POLE
 MF1135'NORTH OF MILEPOST 4, AT A ROAD CROSSING, 48 FEET SOUTH OF THE
 MF1135'CENTERLINE OF THE ROAD, 45 FEET EAST OF THE CENTERLINE OF THE TRACK,
 MF1135'7 FEET SOUTHEAST OF A POLE, 1 FOOT WEST OF THE FENCE, AND ABOUT 3
 MF1135'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 46 1934 AND
 MF1135'SET IN THE TOP OF A CONCRETE POST.
 MF1135
 MF1135                          STATION RECOVERY (1995)
 MF1135
 MF1135'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1135'RECOVERED IN GOOD CONDITION.
 MF1135
 MF1135                          STATION RECOVERY (2002)
 MF1135
 MF1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1135
 MF1135                          STATION RECOVERY (2003)
 MF1135
 MF1135'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1188 ***********************************************************************
 MF1188  DESIGNATION -  D 48
 MF1188  PID         -  MF1188
 MF1188  STATE/COUNTY-  IL/WHITESIDE
 MF1188  USGS QUAD   -  STERLING (1983)
 MF1188
 MF1188                         *CURRENT SURVEY CONTROL
 MF1188  ___________________________________________________________________
 MF1188* NAD 83(1986)-  41 46 55.     (N)    089 41 20.     (W)     SCALED    
 MF1188* NAVD 88     -       196.990  (meters)     646.29   (feet)  ADJUSTED  
 MF1188  ___________________________________________________________________
 MF1188  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1188  DYNAMIC HT  -         196.920 (meters)     646.06  (feet)  COMP
 MF1188  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 MF1188
 MF1188  VERT ORDER  -  SECOND    CLASS 0
 MF1188
 MF1188.The horizontal coordinates were scaled from a topographic map and have
 MF1188.an estimated accuracy of +/- 6 seconds.
 MF1188
 MF1188.The orthometric height was determined by differential leveling
 MF1188.and adjusted by the National Geodetic Survey in June 1991..
 MF1188
 MF1188.The geoid height was determined by GEOID03.
 MF1188
 MF1188.The dynamic height is computed by dividing the NAVD 88
 MF1188.geopotential number by the normal gravity value computed on the
 MF1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1188.degrees latitude (g = 980.6199 gals.).
 MF1188
 MF1188.The modeled gravity was interpolated from observed gravity values.
 MF1188
 MF1188;                    North         East    Units  Estimated Accuracy
 MF1188;SPC IL W     -   567,980.      739,720.      MT  (+/- 180 meters Scaled)
 MF1188
 MF1188                          SUPERSEDED SURVEY CONTROL
 MF1188
 MF1188  NGVD 29 (??/??/92)  197.051  (m)          646.49   (f) ADJ UNCH    2 0
 MF1188
 MF1188.Superseded values are not recommended for survey control.
 MF1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1188.See file dsdata.txt to determine how the superseded data were derived.
 MF1188
 MF1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM765290(NAD 83)
 MF1188_MARKER: DB = BENCH MARK DISK
 MF1188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1188_SP_SET: SIDEWALK
 MF1188_STAMPING: D 48 1934
 MF1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1188
 MF1188  HISTORY     - Date     Condition        Report By
 MF1188  HISTORY     - 1934     MONUMENTED       CGS
 MF1188  HISTORY     - 1981     MARK NOT FOUND   USGS
 MF1188  HISTORY     - 19940810 MARK NOT FOUND   USPSQD
 MF1188  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 MF1188  HISTORY     - 20030219 MARK NOT FOUND   USPSQD
 MF1188  HISTORY     - 20050321 MARK NOT FOUND   USPSQD
 MF1188
 MF1188                          STATION DESCRIPTION
 MF1188
 MF1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1188'AT ROCK FALLS.
 MF1188'AT ROCK FALLS, WHITESIDE COUNTY, ON THE CHICAGO, BURLINGTON AND
 MF1188'QUINCY RAILROAD, 30 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 MF1188'AT THE SOUTHWEST CORNER OF THE RAILROAD PARK, BETWEEN THE STATION
 MF1188'AND THE STREET, AND 23 FEET NORTH OF THE SIDEWALK.  A STANDARD
 MF1188'DISK, STAMPED D 48 1934.
 MF1188
 MF1188                          STATION RECOVERY (1981)
 MF1188
 MF1188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MF1188'MARK NOT FOUND.
 MF1188
 MF1188                          STATION RECOVERY (1994)
 MF1188
 MF1188'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1188'MARK NOT FOUND.
 MF1188
 MF1188                          STATION RECOVERY (1999)
 MF1188
 MF1188'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1188'MARK NOT FOUND.
 MF1188
 MF1188                          STATION RECOVERY (2003)
 MF1188
 MF1188'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MF1188'MARK NOT FOUND.
 MF1188
 MF1188                          STATION RECOVERY (2005)
 MF1188
 MF1188'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0634 ***********************************************************************
 MF0634  DESIGNATION -  D 49
 MF0634  PID         -  MF0634
 MF0634  STATE/COUNTY-  IL/LA SALLE
 MF0634  USGS QUAD   -  MENDOTA EAST (1993)
 MF0634
 MF0634                         *CURRENT SURVEY CONTROL
 MF0634  ___________________________________________________________________
 MF0634* NAD 83(1986)-  41 33 34.     (N)    089 05 24.     (W)     SCALED    
 MF0634* NAVD 88     -       224.340  (meters)     736.02   (feet)  ADJUSTED  
 MF0634  ___________________________________________________________________
 MF0634  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0634  DYNAMIC HT  -         224.254 (meters)     735.74  (feet)  COMP
 MF0634  MODELED GRAV-     980,233.9   (mgal)                       NAVD 88
 MF0634
 MF0634  VERT ORDER  -  FIRST     CLASS II
 MF0634
 MF0634.The horizontal coordinates were scaled from a topographic map and have
 MF0634.an estimated accuracy of +/- 6 seconds.
 MF0634
 MF0634.The orthometric height was determined by differential leveling
 MF0634.and adjusted by the National Geodetic Survey in June 1991..
 MF0634.WARNING-Repeat measurements at this control monument indicate possible
 MF0634.vertical movement.
 MF0634
 MF0634.The geoid height was determined by GEOID03.
 MF0634
 MF0634.The dynamic height is computed by dividing the NAVD 88
 MF0634.geopotential number by the normal gravity value computed on the
 MF0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0634.degrees latitude (g = 980.6199 gals.).
 MF0634
 MF0634.The modeled gravity was interpolated from observed gravity values.
 MF0634
 MF0634;                    North         East    Units  Estimated Accuracy
 MF0634;SPC IL E     -   543,450.      236,880.      MT  (+/- 180 meters Scaled)
 MF0634
 MF0634                          SUPERSEDED SURVEY CONTROL
 MF0634
 MF0634  NGVD 29 (??/??/92)  224.374  (m)          736.13   (f) ADJ UNCH    1 2
 MF0634
 MF0634.Superseded values are not recommended for survey control.
 MF0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0634.See file dsdata.txt to determine how the superseded data were derived.
 MF0634
 MF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM257029(NAD 83)
 MF0634_MARKER: DB = BENCH MARK DISK
 MF0634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0634_SP_SET: ABUTMENT
 MF0634_STAMPING: D 49 1934
 MF0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0634+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 MF0634
 MF0634  HISTORY     - Date     Condition        Report By
 MF0634  HISTORY     - 1934     MONUMENTED       CGS
 MF0634  HISTORY     - 19970801 GOOD             USPSQD
 MF0634  HISTORY     - 20020619 GOOD             USPSQD
 MF0634
 MF0634                          STATION DESCRIPTION
 MF0634
 MF0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0634'1.8 MI E FROM MENDOTA.
 MF0634'1.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0634'FROM THE STATION AT MENDOTA, LA SALLE COUNTY, 378 FEET WEST
 MF0634'OF THE CENTER OF A ROAD CROSSING, AT POLE 81/09, AT BRIDGE
 MF0634'81.15, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 10
 MF0634'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 18
 MF0634'INCHES LOWER THAN THE TRACK.  A STANDARD DISK STAMPED D 49 1934.
 MF0634
 MF0634                          STATION RECOVERY (1997)
 MF0634
 MF0634'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0634'RECOVERED IN GOOD CONDITION.
 MF0634
 MF0634                          STATION RECOVERY (2002)
 MF0634
 MF0634'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0204 ***********************************************************************
 NH0204  DESIGNATION -  D 50
 NH0204  PID         -  NH0204
 NH0204  STATE/COUNTY-  IL/DE KALB
 NH0204  USGS QUAD   -  GENOA (1975)
 NH0204
 NH0204                         *CURRENT SURVEY CONTROL
 NH0204  ___________________________________________________________________
 NH0204* NAD 83(1986)-  42 04 02.     (N)    088 42 52.     (W)     SCALED    
 NH0204* NAVD 88     -       249.178  (meters)     817.51   (feet)  ADJUSTED  
 NH0204  ___________________________________________________________________
 NH0204  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH0204  DYNAMIC HT  -         249.094 (meters)     817.24  (feet)  COMP
 NH0204  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NH0204
 NH0204  VERT ORDER  -  SECOND    CLASS 0
 NH0204
 NH0204.The horizontal coordinates were scaled from a topographic map and have
 NH0204.an estimated accuracy of +/- 6 seconds.
 NH0204
 NH0204.The orthometric height was determined by differential leveling
 NH0204.and adjusted by the National Geodetic Survey in June 1991..
 NH0204
 NH0204.The geoid height was determined by GEOID03.
 NH0204
 NH0204.The dynamic height is computed by dividing the NAVD 88
 NH0204.geopotential number by the normal gravity value computed on the
 NH0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0204.degrees latitude (g = 980.6199 gals.).
 NH0204
 NH0204.The modeled gravity was interpolated from observed gravity values.
 NH0204
 NH0204;                    North         East    Units  Estimated Accuracy
 NH0204;SPC IL E     -   599,640.      268,460.      MT  (+/- 180 meters Scaled)
 NH0204
 NH0204                          SUPERSEDED SURVEY CONTROL
 NH0204
 NH0204  NGVD 29 (??/??/92)  249.223  (m)          817.66   (f) ADJ UNCH    2 0
 NH0204
 NH0204.Superseded values are not recommended for survey control.
 NH0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0204.See file dsdata.txt to determine how the superseded data were derived.
 NH0204
 NH0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM581586(NAD 83)
 NH0204_MARKER: DB = BENCH MARK DISK
 NH0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0204_STAMPING: D 50 1934
 NH0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0204+STABILITY: SURFACE MOTION
 NH0204
 NH0204  HISTORY     - Date     Condition        Report By
 NH0204  HISTORY     - 1934     MONUMENTED       CGS
 NH0204  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 NH0204
 NH0204                          STATION DESCRIPTION
 NH0204
 NH0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0204'3.6 MI SE FROM KINGSTON.
 NH0204'1.0 MILE EAST ALONG STATE HIGHWAY 72 FROM THE CROSSROADS AT
 NH0204'KINGSTON, THENCE 2.6 MILES SOUTHEAST ALONG THE OLD ROADBED OF
 NH0204'THE ABANDONED CHICAGO AND NORTH WESTERN RAILWAY, ABOUT 250 FEET
 NH0204'NORTHWEST OF A ROAD CROSSING, 44 FEET SOUTHWEST OF THE CENTERLINE
 NH0204'OF THE OLD ROADBED, 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 NH0204'AND ABOUT 3 1/2 FEET LOWER THAN THE OLD ROADBED.  A STANDARD
 NH0204'DISK, STAMPED D 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NH0204
 NH0204                          STATION RECOVERY (1996)
 NH0204
 NH0204'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0073 ***********************************************************************
 MG0073  DESIGNATION -  D 52
 MG0073  PID         -  MG0073
 MG0073  STATE/COUNTY-  IL/HENRY
 MG0073  USGS QUAD   -  ATKINSON (1991)
 MG0073
 MG0073                         *CURRENT SURVEY CONTROL
 MG0073  ___________________________________________________________________
 MG0073* NAD 83(1986)-  41 25 17.     (N)    090 00 59.     (W)     SCALED    
 MG0073* NAVD 88     -       201.970  (meters)     662.63   (feet)  ADJUSTED  
 MG0073  ___________________________________________________________________
 MG0073  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0073  DYNAMIC HT  -         201.891 (meters)     662.37  (feet)  COMP
 MG0073  MODELED GRAV-     980,224.4   (mgal)                       NAVD 88
 MG0073
 MG0073  VERT ORDER  -  SECOND    CLASS 0
 MG0073
 MG0073.The horizontal coordinates were scaled from a topographic map and have
 MG0073.an estimated accuracy of +/- 6 seconds.
 MG0073
 MG0073.The orthometric height was determined by differential leveling
 MG0073.and adjusted by the National Geodetic Survey in June 1991..
 MG0073
 MG0073.The geoid height was determined by GEOID03.
 MG0073
 MG0073.The dynamic height is computed by dividing the NAVD 88
 MG0073.geopotential number by the normal gravity value computed on the
 MG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0073.degrees latitude (g = 980.6199 gals.).
 MG0073
 MG0073.The modeled gravity was interpolated from observed gravity values.
 MG0073
 MG0073;                    North         East    Units  Estimated Accuracy
 MG0073;SPC IL W     -   527,830.      712,560.      MT  (+/- 180 meters Scaled)
 MG0073
 MG0073                          SUPERSEDED SURVEY CONTROL
 MG0073
 MG0073  NGVD 29 (??/??/92)  202.055  (m)          662.91   (f) ADJ UNCH    2 0
 MG0073
 MG0073.Superseded values are not recommended for survey control.
 MG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0073.See file dsdata.txt to determine how the superseded data were derived.
 MG0073
 MG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF493898(NAD 83)
 MG0073_MARKER: DB = BENCH MARK DISK
 MG0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0073_SP_SET: WALL
 MG0073_STAMPING: D 52 1934
 MG0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0073+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0073
 MG0073  HISTORY     - Date     Condition        Report By
 MG0073  HISTORY     - 1934     MONUMENTED       CGS
 MG0073  HISTORY     - 19960808 GOOD             USPSQD
 MG0073  HISTORY     - 20010919 GOOD             USPSQD
 MG0073  HISTORY     - 20040303 GOOD             USPSQD
 MG0073
 MG0073                          STATION DESCRIPTION
 MG0073
 MG0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0073'AT ATKINSON.
 MG0073'AT ATKINSON, HENRY COUNTY, AT THE NORTHWEST CORNER OF THE POST
 MG0073'OFFICE, IN THE BRICK WAL, AND ABOUT 3-1/2 FEET ABOVE THE GROUND.
 MG0073'A STANDARD DISK, STAMPED D 52 1934 AND SET VERTICALLY.
 MG0073
 MG0073                          STATION RECOVERY (1996)
 MG0073
 MG0073'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0073'RECOVERED IN GOOD CONDITION.
 MG0073
 MG0073                          STATION RECOVERY (2001)
 MG0073
 MG0073'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0073'BUILDING IS NO LONGER POST OFFICE AND IS LOCATED AT 503 STATE STREET.
 MG0073
 MG0073                          STATION RECOVERY (2004)
 MG0073
 MG0073'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0049 ***********************************************************************
 MG0049  DESIGNATION -  D 53
 MG0049  PID         -  MG0049
 MG0049  STATE/COUNTY-  IL/HENRY
 MG0049  USGS QUAD   -  COAL VALLEY (1991)
 MG0049
 MG0049                         *CURRENT SURVEY CONTROL
 MG0049  ___________________________________________________________________
 MG0049* NAD 83(1986)-  41 26 41.     (N)    090 22 38.     (W)     SCALED    
 MG0049* NAVD 88     -       184.882  (meters)     606.57   (feet)  ADJUSTED  
 MG0049  ___________________________________________________________________
 MG0049  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0049  DYNAMIC HT  -         184.811 (meters)     606.33  (feet)  COMP
 MG0049  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MG0049
 MG0049  VERT ORDER  -  SECOND    CLASS 0
 MG0049
 MG0049.The horizontal coordinates were scaled from a topographic map and have
 MG0049.an estimated accuracy of +/- 6 seconds.
 MG0049
 MG0049.The orthometric height was determined by differential leveling
 MG0049.and adjusted by the National Geodetic Survey in June 1991..
 MG0049
 MG0049.The geoid height was determined by GEOID03.
 MG0049
 MG0049.The dynamic height is computed by dividing the NAVD 88
 MG0049.geopotential number by the normal gravity value computed on the
 MG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0049.degrees latitude (g = 980.6199 gals.).
 MG0049
 MG0049.The modeled gravity was interpolated from observed gravity values.
 MG0049
 MG0049;                    North         East    Units  Estimated Accuracy
 MG0049;SPC IL W     -   530,430.      682,410.      MT  (+/- 180 meters Scaled)
 MG0049
 MG0049                          SUPERSEDED SURVEY CONTROL
 MG0049
 MG0049  NGVD 29 (??/??/92)  184.964  (m)          606.84   (f) ADJ UNCH    2 0
 MG0049
 MG0049.Superseded values are not recommended for survey control.
 MG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0049.See file dsdata.txt to determine how the superseded data were derived.
 MG0049
 MG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF191914(NAD 83)
 MG0049_MARKER: DB = BENCH MARK DISK
 MG0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0049_STAMPING: D 53 1934
 MG0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0049+STABILITY: SURFACE MOTION
 MG0049
 MG0049  HISTORY     - Date     Condition        Report By
 MG0049  HISTORY     - 1934     MONUMENTED       CGS
 MG0049  HISTORY     - 19880427 MARK NOT FOUND   USPSQD
 MG0049  HISTORY     - 19960715 MARK NOT FOUND   USPSQD
 MG0049  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0049
 MG0049                          STATION DESCRIPTION
 MG0049
 MG0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0049'2.5 MI N FROM WARNER.
 MG0049'2.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0049'RAILROAD FROM THE STATION AT WARNER, HENRY COUNTY, AT A ROAD
 MG0049'CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK, 30
 MG0049'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTHWEST
 MG0049'OF A FENCE CORNER, AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
 MG0049'A STANDARD DISK, STAMPED D 53 1934 AND SET IN THE TOP OF A
 MG0049'CONCRETE POST.
 MG0049
 MG0049                          STATION RECOVERY (1988)
 MG0049
 MG0049'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0049'MARK NOT FOUND.
 MG0049
 MG0049                          STATION RECOVERY (1996)
 MG0049
 MG0049'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0049'MARK NOT FOUND.
 MG0049
 MG0049                          STATION RECOVERY (2001)
 MG0049
 MG0049'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0003 ***********************************************************************
 LD0003  DESIGNATION -  D 54
 LD0003  PID         -  LD0003
 LD0003  STATE/COUNTY-  IL/KNOX
 LD0003  USGS QUAD   -  GALESBURG WEST (1996)
 LD0003
 LD0003                         *CURRENT SURVEY CONTROL
 LD0003  ___________________________________________________________________
 LD0003* NAD 83(1986)-  40 53 38.     (N)    090 23 23.     (W)     SCALED    
 LD0003* NAVD 88     -       238.889  (meters)     783.75   (feet)  ADJUSTED  
 LD0003  ___________________________________________________________________
 LD0003  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0003  DYNAMIC HT  -         238.780 (meters)     783.40  (feet)  COMP
 LD0003  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 LD0003
 LD0003  VERT ORDER  -  SECOND    CLASS 0
 LD0003
 LD0003.The horizontal coordinates were scaled from a topographic map and have
 LD0003.an estimated accuracy of +/- 6 seconds.
 LD0003
 LD0003.The orthometric height was determined by differential leveling
 LD0003.and adjusted by the National Geodetic Survey in June 1991..
 LD0003
 LD0003.The geoid height was determined by GEOID03.
 LD0003
 LD0003.The dynamic height is computed by dividing the NAVD 88
 LD0003.geopotential number by the normal gravity value computed on the
 LD0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0003.degrees latitude (g = 980.6199 gals.).
 LD0003
 LD0003.The modeled gravity was interpolated from observed gravity values.
 LD0003
 LD0003;                    North         East    Units  Estimated Accuracy
 LD0003;SPC IL W     -   469,270.      681,200.      MT  (+/- 180 meters Scaled)
 LD0003
 LD0003                          SUPERSEDED SURVEY CONTROL
 LD0003
 LD0003  NGVD 29 (??/??/92)  238.944  (m)          783.94   (f) ADJ UNCH    2 0
 LD0003
 LD0003.Superseded values are not recommended for survey control.
 LD0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0003.See file dsdata.txt to determine how the superseded data were derived.
 LD0003
 LD0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF198302(NAD 83)
 LD0003_MARKER: DB = BENCH MARK DISK
 LD0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0003_SP_SET: SIGNAL TOWER CONCRETE BASE
 LD0003_STAMPING: D 54 1934
 LD0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0003
 LD0003  HISTORY     - Date     Condition        Report By
 LD0003  HISTORY     - 1934     MONUMENTED       CGS
 LD0003  HISTORY     - 1943     GOOD             NGS
 LD0003  HISTORY     - 1983     GOOD             BNRR
 LD0003  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0003
 LD0003                          STATION DESCRIPTION
 LD0003
 LD0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0003'3.8 MI S FROM GALESBURG.
 LD0003'3.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0003'FROM THE STATION AT GALESBURG, KNOX COUNTY, AT THE WEST SIDE OF A
 LD0003'SIGNAL TOWER, IN THE TOP OF THE CONCRETE BASE, AND 25 FEET EAST
 LD0003'OF WATERMAN CAPITOL TOWER (A BRICK SIGNAL PATROL TOWER).  A
 LD0003'STANDARD DISK, STAMPED D 54 1934.
 LD0003
 LD0003                          STATION RECOVERY (1983)
 LD0003
 LD0003'RECOVERY NOTE BY BURLINGTON NORTHERN RR 1983
 LD0003'TOP DISK IS GONE PHASE II OF OUR YARD RECONSTRUTION PROJECT. NOTE :
 LD0003'THERE WILL BE A NEW RAILROAD GRADE SEPERATION BRIDGE BUILT IN 1984 IN
 LD0003'THIS GENERAL AREA.
 LD0003
 LD0003                          STATION RECOVERY (1997)
 LD0003
 LD0003'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0371 ***********************************************************************
 LD0371  DESIGNATION -  D 55
 LD0371  PID         -  LD0371
 LD0371  STATE/COUNTY-  IL/MCDONOUGH
 LD0371  USGS QUAD   -  MACOMB (1997)
 LD0371
 LD0371                         *CURRENT SURVEY CONTROL
 LD0371  ___________________________________________________________________
 LD0371* NAD 83(1986)-  40 27 38.     (N)    090 40 13.     (W)     SCALED    
 LD0371* NAVD 88     -       214.904  (meters)     705.06   (feet)  ADJUSTED  
 LD0371  ___________________________________________________________________
 LD0371  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LD0371  DYNAMIC HT  -         214.797 (meters)     704.71  (feet)  COMP
 LD0371  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 LD0371
 LD0371  VERT ORDER  -  SECOND    CLASS 0
 LD0371
 LD0371.The horizontal coordinates were scaled from a topographic map and have
 LD0371.an estimated accuracy of +/- 6 seconds.
 LD0371
 LD0371.The orthometric height was determined by differential leveling
 LD0371.and adjusted by the National Geodetic Survey in June 1991..
 LD0371
 LD0371.The geoid height was determined by GEOID03.
 LD0371
 LD0371.The dynamic height is computed by dividing the NAVD 88
 LD0371.geopotential number by the normal gravity value computed on the
 LD0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0371.degrees latitude (g = 980.6199 gals.).
 LD0371
 LD0371.The modeled gravity was interpolated from observed gravity values.
 LD0371
 LD0371;                    North         East    Units  Estimated Accuracy
 LD0371;SPC IL W     -   421,250.      657,290.      MT  (+/- 180 meters Scaled)
 LD0371
 LD0371                          SUPERSEDED SURVEY CONTROL
 LD0371
 LD0371  NGVD 29 (??/??/92)  214.972  (m)          705.29   (f) ADJ UNCH    2 0
 LD0371
 LD0371.Superseded values are not recommended for survey control.
 LD0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0371.See file dsdata.txt to determine how the superseded data were derived.
 LD0371
 LD0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE975814(NAD 83)
 LD0371_MARKER: DB = BENCH MARK DISK
 LD0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0371_SP_SET: PEDESTAL
 LD0371_STAMPING: D 55 1935
 LD0371_MARK LOGO: CGS   
 LD0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0371
 LD0371  HISTORY     - Date     Condition        Report By
 LD0371  HISTORY     - 1935     MONUMENTED       CGS
 LD0371  HISTORY     - 1942     GOOD             NGS
 LD0371  HISTORY     - 1970     GOOD             NGS
 LD0371  HISTORY     - 20000612 SEE DESCRIPTION  LOCENG
 LD0371  HISTORY     - 20040126 GOOD             USPSQD
 LD0371
 LD0371                          STATION DESCRIPTION
 LD0371
 LD0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0371'AT MACOMB.
 LD0371'AT MACOMB, MCDONOUGH  COUNTY, AT THE CITY PARK, 6 FEET WEST OF AN
 LD0371'OLD CANNON, 18 FEET SOUTH OF THE CENTER OF THE CROSSING OF TWO
 LD0371'SIDEWALKS, IN A LIMESTONE PEDESTAL, AND 6 INCHES HIGHER THAN THE
 LD0371'GROUND.  A STANDARD DISK, STAMPED D 55 1935.
 LD0371
 LD0371                          STATION RECOVERY (1970)
 LD0371
 LD0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LD0371'RECOVERED IN GOOD CONDITION.
 LD0371
 LD0371                          STATION RECOVERY (2000)
 LD0371
 LD0371'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JRC)
 LD0371'POSSIBLY RESET.  AS REPORTED BY JEFFREY R. CALHOUN, INFOBAHN
 LD0371'OUTFITTERS, MACOMB IL 61455-- THERE APPEARS TO BE AN OLD US COAST AND
 LD0371'GEODETIC SURVEY BENCH MARK SET IN CONCRETE IN THE LOCAL CITY PARK. THE
 LD0371'CONCRETE BLOCK SEEMS TO HAVE BEEN MOVED (A FEW FEET) FROM ITS ORIGINAL
 LD0371'PLACEMENT.  THE STAMPING STILL READS-- D 55 1935.
 LD0371
 LD0371                          STATION RECOVERY (2004)
 LD0371
 LD0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 LD0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0326 ***********************************************************************
 LD0326  DESIGNATION -  D 56
 LD0326  PID         -  LD0326
 LD0326  STATE/COUNTY-  IL/SCHUYLER
 LD0326  USGS QUAD   -  BEARDSTOWN (1981)
 LD0326
 LD0326                         *CURRENT SURVEY CONTROL
 LD0326  ___________________________________________________________________
 LD0326* NAD 83(1986)-  40 04 14.     (N)    090 25 37.     (W)     SCALED    
 LD0326* NAVD 88     -       143.013  (meters)     469.20   (feet)  ADJUSTED  
 LD0326  ___________________________________________________________________
 LD0326  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0326  DYNAMIC HT  -         142.938 (meters)     468.96  (feet)  COMP
 LD0326  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 LD0326
 LD0326  VERT ORDER  -  SECOND    CLASS 0
 LD0326
 LD0326.The horizontal coordinates were scaled from a topographic map and have
 LD0326.an estimated accuracy of +/- 6 seconds.
 LD0326
 LD0326.The orthometric height was determined by differential leveling
 LD0326.and adjusted by the National Geodetic Survey in June 1991..
 LD0326
 LD0326.The geoid height was determined by GEOID03.
 LD0326
 LD0326.The dynamic height is computed by dividing the NAVD 88
 LD0326.geopotential number by the normal gravity value computed on the
 LD0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0326.degrees latitude (g = 980.6199 gals.).
 LD0326
 LD0326.The modeled gravity was interpolated from observed gravity values.
 LD0326
 LD0326;                    North         East    Units  Estimated Accuracy
 LD0326;SPC IL W     -   377,850.      677,800.      MT  (+/- 180 meters Scaled)
 LD0326
 LD0326                          SUPERSEDED SURVEY CONTROL
 LD0326
 LD0326  NGVD 29 (??/??/92)  143.121  (m)          469.56   (f) ADJ UNCH    2 0
 LD0326
 LD0326.Superseded values are not recommended for survey control.
 LD0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0326.See file dsdata.txt to determine how the superseded data were derived.
 LD0326
 LD0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE194387(NAD 83)
 LD0326_MARKER: DB = BENCH MARK DISK
 LD0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0326_SP_SET: BRIDGE
 LD0326_STAMPING: D 56 1935
 LD0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0326
 LD0326  HISTORY     - Date     Condition        Report By
 LD0326  HISTORY     - 1935     MONUMENTED       CGS
 LD0326
 LD0326                          STATION DESCRIPTION
 LD0326
 LD0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0326'AT FREDERICK.
 LD0326'AT FREDERICK, SCHUYLER COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0326'QUINCY RAILROAD, 5 POLES SOUTHWEST OF MILEPOST 121, AT BRIDGE
 LD0326'120.89 OVER STATE HIGHWAY 100, IN THE TOP OF THE NORTHWEST END
 LD0326'OF THE NORTHEAST ABUTMENT, 8 FEET NORTHWEST OF THE CENTERLINE
 LD0326'OF THE TRACK, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0326'STAMPED D 56 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0463 ***********************************************************************
 LD0463  DESIGNATION -  D 57
 LD0463  PID         -  LD0463
 LD0463  STATE/COUNTY-  IL/MCDONOUGH
 LD0463  USGS QUAD   -  BUSHNELL WEST (1974)
 LD0463
 LD0463                         *CURRENT SURVEY CONTROL
 LD0463  ___________________________________________________________________
 LD0463* NAD 83(1986)-  40 32 46.     (N)    090 30 51.     (W)     SCALED    
 LD0463* NAVD 88     -       199.476  (meters)     654.45   (feet)  ADJUSTED  
 LD0463  ___________________________________________________________________
 LD0463  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0463  DYNAMIC HT  -         199.379 (meters)     654.13  (feet)  COMP
 LD0463  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 LD0463
 LD0463  VERT ORDER  -  SECOND    CLASS 0
 LD0463
 LD0463.The horizontal coordinates were scaled from a topographic map and have
 LD0463.an estimated accuracy of +/- 6 seconds.
 LD0463
 LD0463.The orthometric height was determined by differential leveling
 LD0463.and adjusted by the National Geodetic Survey in June 1991..
 LD0463
 LD0463.The geoid height was determined by GEOID03.
 LD0463
 LD0463.The dynamic height is computed by dividing the NAVD 88
 LD0463.geopotential number by the normal gravity value computed on the
 LD0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0463.degrees latitude (g = 980.6199 gals.).
 LD0463
 LD0463.The modeled gravity was interpolated from observed gravity values.
 LD0463
 LD0463;                    North         East    Units  Estimated Accuracy
 LD0463;SPC IL W     -   430,680.      670,570.      MT  (+/- 180 meters Scaled)
 LD0463
 LD0463                          SUPERSEDED SURVEY CONTROL
 LD0463
 LD0463  NGVD 29 (??/??/92)  199.546  (m)          654.68   (f) ADJ UNCH    2 0
 LD0463
 LD0463.Superseded values are not recommended for survey control.
 LD0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0463.See file dsdata.txt to determine how the superseded data were derived.
 LD0463
 LD0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE105913(NAD 83)
 LD0463_MARKER: DB = BENCH MARK DISK
 LD0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0463_SP_SET: SEMAPHORE
 LD0463_STAMPING: D 57 1935
 LD0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0463
 LD0463  HISTORY     - Date     Condition        Report By
 LD0463  HISTORY     - 1935     MONUMENTED       CGS
 LD0463  HISTORY     - 1942     MARK NOT FOUND   NGS
 LD0463
 LD0463                          STATION DESCRIPTION
 LD0463
 LD0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0463'AT BUSHNELL.
 LD0463'AT BUSHNELL, MCDONOUGH  COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0463'QUINCY RAILROAD, AT POLE 160+19, 10 FEET WEST OF THE CENTERLINE
 LD0463'OF THE WEST TRACK, IN THE TOP OF THE SOUTHEAST CORNER OF A
 LD0463'CONCRETE SEMAPHORE BASE, AND LEVEL WITH THE TRACK.  A STANDARD
 LD0463'DISK, STAMPED D 57 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1873 ***********************************************************************
 ME1873  DESIGNATION -  D 6
 ME1873  PID         -  ME1873
 ME1873  STATE/COUNTY-  IL/COOK
 ME1873  USGS QUAD   -  LAKE CALUMET (1997)
 ME1873
 ME1873                         *CURRENT SURVEY CONTROL
 ME1873  ___________________________________________________________________
 ME1873* NAD 83(1986)-  41 44 22.     (N)    087 34 15.     (W)     SCALED    
 ME1873* NAVD 88     -       184.270  (meters)     604.56   (feet)  ADJUSTED  
 ME1873  ___________________________________________________________________
 ME1873  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1873  DYNAMIC HT  -         184.206 (meters)     604.35  (feet)  COMP
 ME1873  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 ME1873
 ME1873  VERT ORDER  -  FIRST     CLASS I
 ME1873
 ME1873.The horizontal coordinates were scaled from a topographic map and have
 ME1873.an estimated accuracy of +/- 6 seconds.
 ME1873
 ME1873.The orthometric height was determined by differential leveling
 ME1873.and adjusted by the National Geodetic Survey in June 1991..
 ME1873.WARNING-Repeat measurements at this control monument indicate possible
 ME1873.vertical movement.
 ME1873
 ME1873.The geoid height was determined by GEOID03.
 ME1873
 ME1873.The dynamic height is computed by dividing the NAVD 88
 ME1873.geopotential number by the normal gravity value computed on the
 ME1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1873.degrees latitude (g = 980.6199 gals.).
 ME1873
 ME1873.The modeled gravity was interpolated from observed gravity values.
 ME1873
 ME1873;                    North         East    Units  Estimated Accuracy
 ME1873;SPC IL E     -   563,440.      363,430.      MT  (+/- 180 meters Scaled)
 ME1873
 ME1873                          SUPERSEDED SURVEY CONTROL
 ME1873
 ME1873  NGVD 29 (??/??/92)  184.382  (m)          604.93   (f) ADJ UNCH    1 1
 ME1873
 ME1873.Superseded values are not recommended for survey control.
 ME1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1873.See file dsdata.txt to determine how the superseded data were derived.
 ME1873
 ME1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM525210(NAD 83)
 ME1873_MARKER: R = RIVET
 ME1873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1873_SP_SET: STEEL PLATE
 ME1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1873
 ME1873  HISTORY     - Date     Condition        Report By
 ME1873  HISTORY     - UNK      MONUMENTED       CGS
 ME1873  HISTORY     - 1968     GOOD             NGS
 ME1873  HISTORY     - 1977     GOOD             NGS
 ME1873  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1873
 ME1873                          STATION DESCRIPTION
 ME1873
 ME1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1873'AT CHICAGO.
 ME1873'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, 70 YARDS NORTHWEST OF
 ME1873'THE CENTER OF THE RAILROAD OVERPASS OVER 86 TH STREET, AN IRON RIVET
 ME1873'IN STEEL PLATE ON TOP OF THE SOUTHEAST CONCRETE BASE FOR THE
 ME1873'SOUTHEAST STEEL COLUMN ON THE SOUTHWEST SIDE OF A SIGNAL
 ME1873'BRIDGE ACROSS THE NORTHEAST MAIN TRACK, 6.1 FEET SOUTHWEST OF
 ME1873'THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK OF THE MAIN NORTHEAST
 ME1873'TRACK AND 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.  NOTE-- THE
 ME1873'LETTERING BM IS CUT IN THE CONCRETE BASE UNDER THE RIVET.
 ME1873
 ME1873                          STATION RECOVERY (1977)
 ME1873
 ME1873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1873'RECOVERED IN GOOD CONDITION.
 ME1873
 ME1873                          STATION RECOVERY (1992)
 ME1873
 ME1873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1873'THE SIGNAL AND BASE HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0541 ***********************************************************************
 MF0541  DESIGNATION -  D 7
 MF0541  PID         -  MF0541
 MF0541  STATE/COUNTY-  IL/OGLE
 MF0541  USGS QUAD   -  ROCHELLE (1993)
 MF0541
 MF0541                         *CURRENT SURVEY CONTROL
 MF0541  ___________________________________________________________________
 MF0541* NAD 83(1986)-  41 55 22.     (N)    089 04 05.     (W)     SCALED    
 MF0541* NAVD 88     -       250.696  (meters)     822.49   (feet)  ADJUSTED  
 MF0541  ___________________________________________________________________
 MF0541  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0541  DYNAMIC HT  -         250.607 (meters)     822.20  (feet)  COMP
 MF0541  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 MF0541
 MF0541  VERT ORDER  -  FIRST     CLASS I
 MF0541
 MF0541.The horizontal coordinates were scaled from a topographic map and have
 MF0541.an estimated accuracy of +/- 6 seconds.
 MF0541
 MF0541.The orthometric height was determined by differential leveling
 MF0541.and adjusted by the National Geodetic Survey in June 1991..
 MF0541.WARNING-Repeat measurements at this control monument indicate possible
 MF0541.vertical movement.
 MF0541
 MF0541.The geoid height was determined by GEOID03.
 MF0541
 MF0541.The dynamic height is computed by dividing the NAVD 88
 MF0541.geopotential number by the normal gravity value computed on the
 MF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0541.degrees latitude (g = 980.6199 gals.).
 MF0541
 MF0541.The modeled gravity was interpolated from observed gravity values.
 MF0541
 MF0541;                    North         East    Units  Estimated Accuracy
 MF0541;SPC IL W     -   584,090.      791,130.      MT  (+/- 180 meters Scaled)
 MF0541
 MF0541                          SUPERSEDED SURVEY CONTROL
 MF0541
 MF0541  NGVD 29 (??/??/92)  250.753  (m)          822.68   (f) ADJ UNCH    1 1
 MF0541
 MF0541.Superseded values are not recommended for survey control.
 MF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0541.See file dsdata.txt to determine how the superseded data were derived.
 MF0541
 MF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM285432(NAD 83)
 MF0541_MARKER: DB = BENCH MARK DISK
 MF0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0541_SP_SET: STEP
 MF0541_STAMPING: D 7 1920 ELEV 822.669
 MF0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0541+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2001
 MF0541
 MF0541  HISTORY     - Date     Condition        Report By
 MF0541  HISTORY     - 1920     MONUMENTED       CGS
 MF0541  HISTORY     - 1969     GOOD             NGS
 MF0541  HISTORY     - 19960510 GOOD             USPSQD
 MF0541  HISTORY     - 20010721 GOOD             USPSQD
 MF0541  HISTORY     - 20040929 GOOD             USPSQD
 MF0541
 MF0541                          STATION DESCRIPTION
 MF0541
 MF0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0541'0.4 MI NW FROM ROCHELLE.
 MF0541'ABOUT 0.2 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0541'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 0.25 MILE NORTH ALONG
 MF0541'N. 7TH STREET WHICH IS U.S. HIGHWAY 51, 90 FEET EAST OF THE CENTER
 MF0541'LINE OF THE STREET, 72 1/2 FEET NORTH OF THE CENTER LINE OF FOURTH
 MF0541'AVENUE, SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 MF0541'LANDING AT THE TOP OF THE STEPS FOR THE MAIN ENTRANCE TO THE
 MF0541'TOWNSHIP PUBLIC LIBRARY, 5 1/2 FEET WEST OF THE CENTER OF THE
 MF0541'ENTRANCE, AND ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE STREET.
 MF0541'SEC 24, T40N, R1E
 MF0541
 MF0541                          STATION RECOVERY (1996)
 MF0541
 MF0541'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0541'RECOVERED IN GOOD CONDITION.
 MF0541
 MF0541                          STATION RECOVERY (2001)
 MF0541
 MF0541'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0541'RECOVERED IN GOOD CONDITION.
 MF0541
 MF0541                          STATION RECOVERY (2004)
 MF0541
 MF0541'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0305 ***********************************************************************
 KC0305  DESIGNATION -  D 79
 KC0305  PID         -  KC0305
 KC0305  STATE/COUNTY-  IL/PIKE
 KC0305  USGS QUAD   -  HANNIBAL EAST (1993)
 KC0305
 KC0305                         *CURRENT SURVEY CONTROL
 KC0305  ___________________________________________________________________
 KC0305* NAD 83(1986)-  39 42 43.     (N)    091 16 42.     (W)     SCALED    
 KC0305* NAVD 88     -       141.669  (meters)     464.79   (feet)  ADJUSTED  
 KC0305  ___________________________________________________________________
 KC0305  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0305  DYNAMIC HT  -         141.592 (meters)     464.54  (feet)  COMP
 KC0305  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 KC0305
 KC0305  VERT ORDER  -  SECOND    CLASS 0
 KC0305
 KC0305.The horizontal coordinates were scaled from a topographic map and have
 KC0305.an estimated accuracy of +/- 6 seconds.
 KC0305
 KC0305.The orthometric height was determined by differential leveling
 KC0305.and adjusted by the National Geodetic Survey in June 1991..
 KC0305
 KC0305.The geoid height was determined by GEOID03.
 KC0305
 KC0305.The dynamic height is computed by dividing the NAVD 88
 KC0305.geopotential number by the normal gravity value computed on the
 KC0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0305.degrees latitude (g = 980.6199 gals.).
 KC0305
 KC0305.The modeled gravity was interpolated from observed gravity values.
 KC0305
 KC0305;                    North         East    Units  Estimated Accuracy
 KC0305;SPC IL W     -   338,600.      604,680.      MT  (+/- 180 meters Scaled)
 KC0305
 KC0305                          SUPERSEDED SURVEY CONTROL
 KC0305
 KC0305  NGVD 29 (??/??/92)  141.741  (m)          465.03   (f) ADJ UNCH    2 0
 KC0305
 KC0305.Superseded values are not recommended for survey control.
 KC0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0305.See file dsdata.txt to determine how the superseded data were derived.
 KC0305
 KC0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD475972(NAD 83)
 KC0305_MARKER: DB = BENCH MARK DISK
 KC0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0305_SP_SET: BRIDGE
 KC0305_STAMPING: D 79 1935
 KC0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0305
 KC0305  HISTORY     - Date     Condition        Report By
 KC0305  HISTORY     - 1935     MONUMENTED       CGS
 KC0305
 KC0305                          STATION DESCRIPTION
 KC0305
 KC0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0305'3.6 MI W FROM HULLS.
 KC0305'3.6 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0305'HULLS, PIKE COUNTY, AT MILEAGE 509.6, ON THE EAST ABUTMENT OF
 KC0305'BRIDGE 645, IN THE TOP OF THE NORTH END OF THE BACKWALL, AND
 KC0305'ABOUT ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KC0305'D 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0755 ***********************************************************************
 KB0755  DESIGNATION -  D 8
 KB0755  PID         -  KB0755
 KB0755  STATE/COUNTY-  IL/CHRISTIAN
 KB0755  USGS QUAD   -  PANA (1982)
 KB0755
 KB0755                         *CURRENT SURVEY CONTROL
 KB0755  ___________________________________________________________________
 KB0755* NAD 83(1986)-  39 23 30.     (N)    089 04 59.     (W)     SCALED    
 KB0755* NAVD 88     -       213.342  (meters)     699.94   (feet)  ADJUSTED  
 KB0755  ___________________________________________________________________
 KB0755  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0755  DYNAMIC HT  -         213.214 (meters)     699.52  (feet)  COMP
 KB0755  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 KB0755
 KB0755  VERT ORDER  -  FIRST     CLASS II
 KB0755
 KB0755.The horizontal coordinates were scaled from a topographic map and have
 KB0755.an estimated accuracy of +/- 6 seconds.
 KB0755
 KB0755.The orthometric height was determined by differential leveling
 KB0755.and adjusted by the National Geodetic Survey in June 1991..
 KB0755
 KB0755.The geoid height was determined by GEOID03.
 KB0755
 KB0755.The dynamic height is computed by dividing the NAVD 88
 KB0755.geopotential number by the normal gravity value computed on the
 KB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0755.degrees latitude (g = 980.6199 gals.).
 KB0755
 KB0755.The modeled gravity was interpolated from observed gravity values.
 KB0755
 KB0755;                    North         East    Units  Estimated Accuracy
 KB0755;SPC IL W     -   303,010.      793,350.      MT  (+/- 180 meters Scaled)
 KB0755
 KB0755                          SUPERSEDED SURVEY CONTROL
 KB0755
 KB0755  NGVD 29 (??/??/92)  213.42   (m)          700.2    (f) COMPUTED    1 2
 KB0755
 KB0755.Superseded values are not recommended for survey control.
 KB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0755.See file dsdata.txt to determine how the superseded data were derived.
 KB0755
 KB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ206623(NAD 83)
 KB0755_MARKER: DB = BENCH MARK DISK
 KB0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0755_SP_SET: BUILDING
 KB0755_STAMPING: D 8 1920
 KB0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0755
 KB0755  HISTORY     - Date     Condition        Report By
 KB0755  HISTORY     - 1920     MONUMENTED       CGS
 KB0755  HISTORY     - 1969     GOOD             NGS
 KB0755
 KB0755                          STATION DESCRIPTION
 KB0755
 KB0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0755'AT PANA.
 KB0755'AT PANA, CHRISTIAN COUNTY, IN THE CONCRETE PLATFORM OF THE UNION
 KB0755'STATION, 10 FEET SOUTH OF THE SOUTHEAST CORNER OF THE UNION BLOCK
 KB0755'SIGNAL HOUSE, 26 FEET EAST OF THE CROSSING OF THE ILLINOIS
 KB0755'CENTRAL AND THE NEW YORK CENTRAL RAILROADS, AND 3 FEET NORTH OF
 KB0755'THE N.Y.C.R.R. TRACK.  A STANDARD DISK, STAMPED D 8 1920.
 KB0755'NOTE-- IT WAS REPORTED IN JUNE 1950 THAT THE SOUTHEAST CORNER
 KB0755'OF THE SIGNAL HOUSE PLATFORM HAS BROKEN AWAY FROM THE MAIN
 KB0755'PLATFORM AND THE DISK SEEMS TO BE LOWER THAN THE ORIGINAL
 KB0755'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0370 ***********************************************************************
 KC0370  DESIGNATION -  D 81
 KC0370  PID         -  KC0370
 KC0370  STATE/COUNTY-  IL/ADAMS
 KC0370  USGS QUAD   -  MARBLEHEAD (1996)
 KC0370
 KC0370                         *CURRENT SURVEY CONTROL
 KC0370  ___________________________________________________________________
 KC0370* NAD 83(1986)-  39 48 36.     (N)    091 20 27.     (W)     SCALED    
 KC0370* NAVD 88     -       146.520  (meters)     480.71   (feet)  ADJUSTED  
 KC0370  ___________________________________________________________________
 KC0370  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0370  DYNAMIC HT  -         146.441 (meters)     480.45  (feet)  COMP
 KC0370  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 KC0370
 KC0370  VERT ORDER  -  SECOND    CLASS 0
 KC0370
 KC0370.The horizontal coordinates were scaled from a topographic map and have
 KC0370.an estimated accuracy of +/- 6 seconds.
 KC0370
 KC0370.The orthometric height was determined by differential leveling
 KC0370.and adjusted by the National Geodetic Survey in June 1991..
 KC0370
 KC0370.The geoid height was determined by GEOID03.
 KC0370
 KC0370.The dynamic height is computed by dividing the NAVD 88
 KC0370.geopotential number by the normal gravity value computed on the
 KC0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0370.degrees latitude (g = 980.6199 gals.).
 KC0370
 KC0370.The modeled gravity was interpolated from observed gravity values.
 KC0370
 KC0370;                    North         East    Units  Estimated Accuracy
 KC0370;SPC IL W     -   349,550.      599,460.      MT  (+/- 180 meters Scaled)
 KC0370
 KC0370                          SUPERSEDED SURVEY CONTROL
 KC0370
 KC0370  NGVD 29 (??/??/92)  146.601  (m)          480.97   (f) ADJ UNCH    2 0
 KC0370
 KC0370.Superseded values are not recommended for survey control.
 KC0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0370.See file dsdata.txt to determine how the superseded data were derived.
 KC0370
 KC0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE420079(NAD 83)
 KC0370_MARKER: DB = BENCH MARK DISK
 KC0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0370_STAMPING: D 81 1935
 KC0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0370+STABILITY: SURFACE MOTION
 KC0370
 KC0370  HISTORY     - Date     Condition        Report By
 KC0370  HISTORY     - 1935     MONUMENTED       CGS
 KC0370  HISTORY     - 1970     GOOD             NGS
 KC0370
 KC0370                          STATION DESCRIPTION
 KC0370
 KC0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0370'2.9 MI NW FROM FALL CREEK.
 KC0370'2.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KC0370'RAILROAD FROM THE STATION AT FALL CREEK, ADAMS COUNTY, 0.3 MILE
 KC0370'SOUTHEAST OF MILEPOST 272, 10 RAILS NORTHWEST OF THE STATION AT
 KC0370'BLUFF HALL, 2-3/4 RAILS NORTHWEST OF THE CENTER OF A GRADE
 KC0370'CROSSING, AND 9 FEET SOUTHWEST OF THE TRACK.  A STANDARD DISK,
 KC0370'STAMPED D 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0370
 KC0370                          STATION RECOVERY (1970)
 KC0370
 KC0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KC0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0493 ***********************************************************************
 KB0493  DESIGNATION -  D 82
 KB0493  PID         -  KB0493
 KB0493  STATE/COUNTY-  IL/SHELBY
 KB0493  USGS QUAD   -  WINDSOR (1981)
 KB0493
 KB0493                         *CURRENT SURVEY CONTROL
 KB0493  ___________________________________________________________________
 KB0493* NAD 83(1986)-  39 29 04.     (N)    088 36 12.     (W)     SCALED    
 KB0493* NAVD 88     -       202.985  (meters)     665.96   (feet)  ADJUSTED  
 KB0493  ___________________________________________________________________
 KB0493  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB0493  DYNAMIC HT  -         202.870 (meters)     665.58  (feet)  COMP
 KB0493  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KB0493
 KB0493  VERT ORDER  -  SECOND    CLASS 0
 KB0493
 KB0493.The horizontal coordinates were scaled from a topographic map and have
 KB0493.an estimated accuracy of +/- 6 seconds.
 KB0493
 KB0493.The orthometric height was determined by differential leveling
 KB0493.and adjusted by the National Geodetic Survey in June 1991..
 KB0493
 KB0493.The geoid height was determined by GEOID03.
 KB0493
 KB0493.The dynamic height is computed by dividing the NAVD 88
 KB0493.geopotential number by the normal gravity value computed on the
 KB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0493.degrees latitude (g = 980.6199 gals.).
 KB0493
 KB0493.The modeled gravity was interpolated from observed gravity values.
 KB0493
 KB0493;                    North         East    Units  Estimated Accuracy
 KB0493;SPC IL E     -   312,800.      276,770.      MT  (+/- 180 meters Scaled)
 KB0493
 KB0493                          SUPERSEDED SURVEY CONTROL
 KB0493
 KB0493  NGVD 29 (??/??/92)  203.062  (m)          666.21   (f) ADJ UNCH    2 0
 KB0493
 KB0493.Superseded values are not recommended for survey control.
 KB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0493.See file dsdata.txt to determine how the superseded data were derived.
 KB0493
 KB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ621717(NAD 83)
 KB0493_MARKER: DB = BENCH MARK DISK
 KB0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0493_STAMPING: D 82 1935
 KB0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0493+STABILITY: SURFACE MOTION
 KB0493
 KB0493  HISTORY     - Date     Condition        Report By
 KB0493  HISTORY     - 1935     MONUMENTED       CGS
 KB0493  HISTORY     - 1979     MARK NOT FOUND   USGS
 KB0493  HISTORY     - 20041118 MARK NOT FOUND   ILDT
 KB0493
 KB0493                          STATION DESCRIPTION
 KB0493
 KB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0493'3.4 MI N FROM WINDSOR.
 KB0493'3.4 MILES NORTH ALONG THE ABANDONED WABASH RAILWAY FROM THE OLD
 KB0493'STATION AT WINDSOR, SHELBY COUNTY, 3 RAILS NORTH OF THE OLD
 KB0493'STATION SIGN AT KIRK, 40 FEET NORTH OF A ROAD CROSSING, 30 FEET
 KB0493'EAST OF THE OLD ROADBED, AND 1 FOOT WEST OF A FENCE.  A STANDARD
 KB0493'DISK, STAMPED D 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0493
 KB0493                          STATION RECOVERY (1979)
 KB0493
 KB0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KB0493'MARK NOT FOUND.
 KB0493
 KB0493                          STATION RECOVERY (2004)
 KB0493
 KB0493'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0001 ***********************************************************************
 JB0001  DESIGNATION -  D 84
 JB0001  PID         -  JB0001
 JB0001  STATE/COUNTY-  IL/WAYNE
 JB0001  USGS QUAD   -  CISNE (1970)
 JB0001
 JB0001                         *CURRENT SURVEY CONTROL
 JB0001  ___________________________________________________________________
 JB0001* NAD 83(1986)-  38 30 05.     (N)    088 25 51.     (W)     SCALED    
 JB0001* NAVD 88     -       138.694  (meters)     455.03   (feet)  ADJUSTED  
 JB0001  ___________________________________________________________________
 JB0001  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JB0001  DYNAMIC HT  -         138.607 (meters)     454.75  (feet)  COMP
 JB0001  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 JB0001
 JB0001  VERT ORDER  -  SECOND    CLASS 0
 JB0001
 JB0001.The horizontal coordinates were scaled from a topographic map and have
 JB0001.an estimated accuracy of +/- 6 seconds.
 JB0001
 JB0001.The orthometric height was determined by differential leveling
 JB0001.and adjusted by the National Geodetic Survey in June 1991..
 JB0001
 JB0001.The geoid height was determined by GEOID03.
 JB0001
 JB0001.The dynamic height is computed by dividing the NAVD 88
 JB0001.geopotential number by the normal gravity value computed on the
 JB0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0001.degrees latitude (g = 980.6199 gals.).
 JB0001
 JB0001.The modeled gravity was interpolated from observed gravity values.
 JB0001
 JB0001;                    North         East    Units  Estimated Accuracy
 JB0001;SPC IL E     -   203,630.      291,500.      MT  (+/- 180 meters Scaled)
 JB0001
 JB0001                          SUPERSEDED SURVEY CONTROL
 JB0001
 JB0001  NGVD 29 (??/??/92)  138.812  (m)          455.42   (f) ADJ UNCH    2 0
 JB0001
 JB0001.Superseded values are not recommended for survey control.
 JB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0001.See file dsdata.txt to determine how the superseded data were derived.
 JB0001
 JB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH752624(NAD 83)
 JB0001_MARKER: DB = BENCH MARK DISK
 JB0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0001_STAMPING: D 84 1935
 JB0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0001+STABILITY: SURFACE MOTION
 JB0001
 JB0001  HISTORY     - Date     Condition        Report By
 JB0001  HISTORY     - 1935     MONUMENTED       CGS
 JB0001
 JB0001                          STATION DESCRIPTION
 JB0001
 JB0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0001'1 MI S FROM CISNE.
 JB0001'1.0 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0001'STATION AT CISNE, WAYNE COUNTY, AT MILEPOST S 62, ONE RAIL NORTH
 JB0001'OF A ROAD CROSSING, AND 28 FEET WEST OF THE TRACK.  A STANDARD
 JB0001'DISK, STAMPED D 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0015 ***********************************************************************
 HB0015  DESIGNATION -  D 85
 HB0015  PID         -  HB0015
 HB0015  STATE/COUNTY-  IL/WHITE
 HB0015  USGS QUAD   -  NORRIS CITY (1963)
 HB0015
 HB0015                         *CURRENT SURVEY CONTROL
 HB0015  ___________________________________________________________________
 HB0015* NAD 83(1986)-  37 59 16.     (N)    088 19 52.     (W)     SCALED    
 HB0015* NAVD 88     -       126.214  (meters)     414.09   (feet)  ADJUSTED  
 HB0015  ___________________________________________________________________
 HB0015  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 HB0015  DYNAMIC HT  -         126.129 (meters)     413.81  (feet)  COMP
 HB0015  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 HB0015
 HB0015  VERT ORDER  -  SECOND    CLASS 0
 HB0015
 HB0015.The horizontal coordinates were scaled from a topographic map and have
 HB0015.an estimated accuracy of +/- 6 seconds.
 HB0015
 HB0015.The orthometric height was determined by differential leveling
 HB0015.and adjusted by the National Geodetic Survey in June 1991..
 HB0015
 HB0015.The geoid height was determined by GEOID03.
 HB0015
 HB0015.The dynamic height is computed by dividing the NAVD 88
 HB0015.geopotential number by the normal gravity value computed on the
 HB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0015.degrees latitude (g = 980.6199 gals.).
 HB0015
 HB0015.The modeled gravity was interpolated from observed gravity values.
 HB0015
 HB0015;                    North         East    Units  Estimated Accuracy
 HB0015;SPC IL E     -   146,620.      300,200.      MT  (+/- 180 meters Scaled)
 HB0015
 HB0015                          SUPERSEDED SURVEY CONTROL
 HB0015
 HB0015  NGVD 29 (??/??/??)  126.319  (m)          414.43   (f) ADJUSTED    2 0
 HB0015
 HB0015.Superseded values are not recommended for survey control.
 HB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0015.See file dsdata.txt to determine how the superseded data were derived.
 HB0015
 HB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH831052(NAD 83)
 HB0015_MARKER: DB = BENCH MARK DISK
 HB0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0015_STAMPING: D 85 1935
 HB0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0015+STABILITY: SURFACE MOTION
 HB0015
 HB0015  HISTORY     - Date     Condition        Report By
 HB0015  HISTORY     - 1935     MONUMENTED       CGS
 HB0015  HISTORY     - 1942     MARK NOT FOUND   CGS
 HB0015  HISTORY     - 1961     MARK NOT FOUND   USGS
 HB0015
 HB0015                          STATION DESCRIPTION
 HB0015
 HB0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HB0015'AT NORRIS CITY.
 HB0015'AT NORRIS CITY, WHITE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 HB0015'0.5 MILE NORTH OF THE STATION, AT THE NORTH EDGE OF TOWN, 30
 HB0015'RAILS SOUTH OF THE NORRIS CITY COAL MINING COMPANY SHAFT, 1-1/2
 HB0015'RAILS SOUTH OF A ROAD CROSSING AND 40 FEET EAST OF THE TRACK.
 HB0015'A STANDARD DISK, STAMPED D 85 1935 AND SET IN THE TOP OF A
 HB0015'CONCRETE POST.
 HB0015
 HB0015                          STATION RECOVERY (1961)
 HB0015
 HB0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HB0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0272 ***********************************************************************
 KB0272  DESIGNATION -  D 86
 KB0272  PID         -  KB0272
 KB0272  STATE/COUNTY-  IL/CUMBERLAND
 KB0272  USGS QUAD   -  UNION CENTER (1984)
 KB0272
 KB0272                         *CURRENT SURVEY CONTROL
 KB0272  ___________________________________________________________________
 KB0272* NAD 83(1986)-  39 15 18.     (N)    088 07 06.     (W)     SCALED    
 KB0272* NAVD 88     -       181.429  (meters)     595.24   (feet)  ADJUSTED  
 KB0272  ___________________________________________________________________
 KB0272  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0272  DYNAMIC HT  -         181.323 (meters)     594.89  (feet)  COMP
 KB0272  MODELED GRAV-     980,037.6   (mgal)                       NAVD 88
 KB0272
 KB0272  VERT ORDER  -  SECOND    CLASS 0
 KB0272
 KB0272.The horizontal coordinates were scaled from a topographic map and have
 KB0272.an estimated accuracy of +/- 6 seconds.
 KB0272
 KB0272.The orthometric height was determined by differential leveling
 KB0272.and adjusted by the National Geodetic Survey in June 1991..
 KB0272
 KB0272.The geoid height was determined by GEOID03.
 KB0272
 KB0272.The dynamic height is computed by dividing the NAVD 88
 KB0272.geopotential number by the normal gravity value computed on the
 KB0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0272.degrees latitude (g = 980.6199 gals.).
 KB0272
 KB0272.The modeled gravity was interpolated from observed gravity values.
 KB0272
 KB0272;                    North         East    Units  Estimated Accuracy
 KB0272;SPC IL E     -   287,310.      318,560.      MT  (+/- 180 meters Scaled)
 KB0272
 KB0272                          SUPERSEDED SURVEY CONTROL
 KB0272
 KB0272  NGVD 29 (??/??/92)  181.49   (m)          595.4    (f) COMPUTED    2 0
 KB0272
 KB0272.Superseded values are not recommended for survey control.
 KB0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0272.See file dsdata.txt to determine how the superseded data were derived.
 KB0272
 KB0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ035456(NAD 83)
 KB0272_MARKER: DB = BENCH MARK DISK
 KB0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0272_STAMPING: D 86 1935
 KB0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0272+STABILITY: SURFACE MOTION
 KB0272
 KB0272  HISTORY     - Date     Condition        Report By
 KB0272  HISTORY     - 1935     MONUMENTED       CGS
 KB0272  HISTORY     - 1959     MARK NOT FOUND   NGS
 KB0272  HISTORY     - 20050214 MARK NOT FOUND   ILDT
 KB0272
 KB0272                          STATION DESCRIPTION
 KB0272
 KB0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KB0272'3 MI NE FROM GREENUP.
 KB0272'3.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KB0272'STATION AT GREENUP, CUMBERLAND COUNTY, 0.4 MILE WEST OF MILEPOST
 KB0272'115, 40 FEET WEST OF A ROAD CROSSING, AND 40 FEET SOUTH OF THE
 KB0272'TRACK.  A STANDARD DISK, STAMPED D 86 1935 AND SET IN THE TOP OF
 KB0272'A CONCRETE POST.  NOTE-- A THOROUGH SEARCH WAS MADE FOR THIS MARK
 KB0272'CONSISTING OF DIGGING AND PROBING.
 KB0272
 KB0272                          STATION RECOVERY (2005)
 KB0272
 KB0272'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0183 ***********************************************************************
 KB0183  DESIGNATION -  D 87
 KB0183  PID         -  KB0183
 KB0183  STATE/COUNTY-  IL/COLES
 KB0183  USGS QUAD   -  CHARLESTON SOUTH (1984)
 KB0183
 KB0183                         *CURRENT SURVEY CONTROL
 KB0183  ___________________________________________________________________
 KB0183* NAD 83(1986)-  39 29 56.     (N)    088 10 35.     (W)     SCALED    
 KB0183* NAVD 88     -       203.892  (meters)     668.94   (feet)  ADJUSTED  
 KB0183  ___________________________________________________________________
 KB0183  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0183  DYNAMIC HT  -         203.776 (meters)     668.56  (feet)  COMP
 KB0183  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 KB0183
 KB0183  VERT ORDER  -  FIRST     CLASS II
 KB0183
 KB0183.The horizontal coordinates were scaled from a topographic map and have
 KB0183.an estimated accuracy of +/- 6 seconds.
 KB0183
 KB0183.The orthometric height was determined by differential leveling
 KB0183.and adjusted by the National Geodetic Survey in June 1991..
 KB0183.WARNING-Repeat measurements at this control monument indicate possible
 KB0183.vertical movement.
 KB0183
 KB0183.The geoid height was determined by GEOID03.
 KB0183
 KB0183.The dynamic height is computed by dividing the NAVD 88
 KB0183.geopotential number by the normal gravity value computed on the
 KB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0183.degrees latitude (g = 980.6199 gals.).
 KB0183
 KB0183.The modeled gravity was interpolated from observed gravity values.
 KB0183
 KB0183;                    North         East    Units  Estimated Accuracy
 KB0183;SPC IL E     -   314,380.      313,500.      MT  (+/- 180 meters Scaled)
 KB0183
 KB0183                          SUPERSEDED SURVEY CONTROL
 KB0183
 KB0183  NGVD 29 (??/??/92)  203.961  (m)          669.16   (f) ADJ UNCH    1 2
 KB0183
 KB0183.Superseded values are not recommended for survey control.
 KB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0183.See file dsdata.txt to determine how the superseded data were derived.
 KB0183
 KB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ988728(NAD 83)
 KB0183_MARKER: DB = BENCH MARK DISK
 KB0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0183_STAMPING: D 87 1935
 KB0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0183+STABILITY: SURFACE MOTION
 KB0183
 KB0183  HISTORY     - Date     Condition        Report By
 KB0183  HISTORY     - 1935     MONUMENTED       CGS
 KB0183  HISTORY     - 1956     GOOD             NGS
 KB0183  HISTORY     - 1973     MARK NOT FOUND   NGS
 KB0183  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0183  HISTORY     - 20050302 MARK NOT FOUND   ILDT
 KB0183
 KB0183                          STATION DESCRIPTION
 KB0183
 KB0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0183'AT CHARLESTON.
 KB0183'AT CHARLESTON, AT THE INTERSECTION OF THE NEW YORK CENTRAL RAILROAD
 KB0183'AND THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD, 81 1/2 FEET
 KB0183'NORTH AND ACROSS N.Y., C. AND ST. L. RR FROM THE NORTHWEST CORNER
 KB0183'OF FREIGHT STATION, 42 FEET EAST OF CENTER LINE OF FIFTH STREET,
 KB0183'21.3 FEET NORTHWEST OF NORTHWEST RAIL OF N.Y., C. AND ST. L. RR,
 KB0183'21.4 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK OF THE N.Y.C. RR,
 KB0183'26 FEET EAST OF A TALL STREET LIGHT AND POWER POLE, 1 1/2 FEET
 KB0183'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACKS AND
 KB0183'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0183
 KB0183                          STATION RECOVERY (1973)
 KB0183
 KB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0183'MARK NOT FOUND.
 KB0183
 KB0183                          STATION RECOVERY (1982)
 KB0183
 KB0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0183'MARK NOT FOUND.
 KB0183
 KB0183                          STATION RECOVERY (2005)
 KB0183
 KB0183'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0465 ***********************************************************************
 KB0465  DESIGNATION -  D 88
 KB0465  PID         -  KB0465
 KB0465  STATE/COUNTY-  IL/SHELBY
 KB0465  USGS QUAD   -  TOWER HILL (1981)
 KB0465
 KB0465                         *CURRENT SURVEY CONTROL
 KB0465  ___________________________________________________________________
 KB0465* NAD 83(1986)-  39 23 48.     (N)    088 52 46.     (W)     SCALED    
 KB0465* NAVD 88     -       183.374  (meters)     601.62   (feet)  ADJUSTED  
 KB0465  ___________________________________________________________________
 KB0465  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB0465  DYNAMIC HT  -         183.267 (meters)     601.27  (feet)  COMP
 KB0465  MODELED GRAV-     980,040.9   (mgal)                       NAVD 88
 KB0465
 KB0465  VERT ORDER  -  SECOND    CLASS 0
 KB0465
 KB0465.The horizontal coordinates were scaled from a topographic map and have
 KB0465.an estimated accuracy of +/- 6 seconds.
 KB0465
 KB0465.The orthometric height was determined by differential leveling
 KB0465.and adjusted by the National Geodetic Survey in June 1991..
 KB0465
 KB0465.The geoid height was determined by GEOID03.
 KB0465
 KB0465.The dynamic height is computed by dividing the NAVD 88
 KB0465.geopotential number by the normal gravity value computed on the
 KB0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0465.degrees latitude (g = 980.6199 gals.).
 KB0465
 KB0465.The modeled gravity was interpolated from observed gravity values.
 KB0465
 KB0465;                    North         East    Units  Estimated Accuracy
 KB0465;SPC IL E     -   303,160.      252,960.      MT  (+/- 180 meters Scaled)
 KB0465
 KB0465                          SUPERSEDED SURVEY CONTROL
 KB0465
 KB0465  NGVD 29 (??/??/92)  183.460  (m)          601.90   (f) ADJ UNCH    2 0
 KB0465
 KB0465.Superseded values are not recommended for survey control.
 KB0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0465.See file dsdata.txt to determine how the superseded data were derived.
 KB0465
 KB0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ381624(NAD 83)
 KB0465_MARKER: DB = BENCH MARK DISK
 KB0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0465_STAMPING: D 88 1935
 KB0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0465+STABILITY: SURFACE MOTION
 KB0465
 KB0465  HISTORY     - Date     Condition        Report By
 KB0465  HISTORY     - 1935     MONUMENTED       CGS
 KB0465  HISTORY     - 1973     MARK NOT FOUND   ILDT
 KB0465  HISTORY     - 20041118 MARK NOT FOUND   ILDT
 KB0465
 KB0465                          STATION DESCRIPTION
 KB0465
 KB0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0465'4.8 MI W FROM SHELBYVILLE.
 KB0465'4.8 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KB0465'ST. LOUIS RAILWAY FROM THE STATION AT SHELBYVILLE, SHELBY
 KB0465'COUNTY, 9 RAILS EAST OF A ROAD CROSSING, AT POLE 156/07, 45
 KB0465'FEET SOUTH OF THE TRACK, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 KB0465'DISK, STAMPED D 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0465
 KB0465                          STATION RECOVERY (1973)
 KB0465
 KB0465'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0465'MARK NOT FOUND.
 KB0465
 KB0465                          STATION RECOVERY (2004)
 KB0465
 KB0465'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0503 ***********************************************************************
 KB0503  DESIGNATION -  D 89
 KB0503  PID         -  KB0503
 KB0503  STATE/COUNTY-  IL/EFFINGHAM
 KB0503  USGS QUAD   -  ALTAMONT EAST (1985)
 KB0503
 KB0503                         *CURRENT SURVEY CONTROL
 KB0503  ___________________________________________________________________
 KB0503* NAD 83(1997)-  39 04 50.08926(N)    088 41 01.38053(W)     ADJUSTED  
 KB0503* NAVD 88     -       182.434  (meters)     598.54   (feet)  ADJUSTED  
 KB0503  ___________________________________________________________________
 KB0503  X           -     113,888.097 (meters)                     COMP
 KB0503  Y           -  -4,956,501.282 (meters)                     COMP
 KB0503  Z           -   3,999,360.069 (meters)                     COMP
 KB0503  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 KB0503  ELLIP HEIGHT-         150.49  (meters)          (06/10/05) GPS OBS
 KB0503  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0503  DYNAMIC HT  -         182.323 (meters)     598.17  (feet)  COMP
 KB0503  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 KB0503
 KB0503  HORZ ORDER  -  FIRST
 KB0503  VERT ORDER  -  SECOND    CLASS 0
 KB0503  ELLP ORDER  -  THIRD     CLASS II
 KB0503
 KB0503.The horizontal coordinates were established by GPS observations
 KB0503.and adjusted by the National Geodetic Survey in June 2005..
 KB0503
 KB0503.The orthometric height was determined by differential leveling
 KB0503.and adjusted by the National Geodetic Survey in June 1991..
 KB0503
 KB0503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0503
 KB0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0503
 KB0503.The ellipsoidal height was determined by GPS observations
 KB0503.and is referenced to NAD 83.
 KB0503
 KB0503.The geoid height was determined by GEOID03.
 KB0503
 KB0503.The dynamic height is computed by dividing the NAVD 88
 KB0503.geopotential number by the normal gravity value computed on the
 KB0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0503.degrees latitude (g = 980.6199 gals.).
 KB0503
 KB0503.The modeled gravity was interpolated from observed gravity values.
 KB0503
 KB0503;                    North         East     Units Scale Factor Converg.
 KB0503;SPC IL E     -   267,981.987   269,682.715   MT  0.99998631   -0 13 15.2
 KB0503;SPC IL E     -   879,204.24    884,784.04   sFT  0.99998631   -0 13 15.2
 KB0503;UTM  16      - 4,327,067.932   354,365.174   MT  0.99986116   -1 03 41.8
 KB0503
 KB0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0503!SPC IL E     -   0.99997639  x   0.99998631  =   0.99996270
 KB0503!UTM  16      -   0.99997639  x   0.99986116  =   0.99983755
 KB0503
 KB0503                          SUPERSEDED SURVEY CONTROL
 KB0503
 KB0503  NAVD 88 (06/10/05)  182.43   (m)          598.5    (f) LEVELING    3  
 KB0503  NGVD 29 (??/??/92)  182.540  (m)          598.88   (f) ADJ UNCH    2 0
 KB0503
 KB0503.Superseded values are not recommended for survey control.
 KB0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0503.See file dsdata.txt to determine how the superseded data were derived.
 KB0503
 KB0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ5436527068(NAD 83)
 KB0503_MARKER: DD = SURVEY DISK
 KB0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0503_STAMPING: CGS
 KB0503_MARK LOGO: CGS   
 KB0503_PROJECTION: FLUSH
 KB0503_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0503+STABILITY: SURFACE MOTION
 KB0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0503+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 KB0503
 KB0503  HISTORY     - Date     Condition        Report By
 KB0503  HISTORY     - 1935     MONUMENTED       CGS
 KB0503  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0503  HISTORY     - 20050317 GOOD             ILDT
 KB0503
 KB0503                          STATION DESCRIPTION
 KB0503
 KB0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0503'3.9 MI E FROM ALTAMONT.
 KB0503'3.9 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KB0503'AT ALTAMONT, EFFINGHAM COUNTY, 1-3/4 RAILS WEST OF THE ROAD
 KB0503'CROSSING AT YOUNGS STORE, BETWEEN POLE 148/17 AND POLE 148/18,
 KB0503'63 FEET SOUTH OF THE TRACK, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 KB0503'FENCE.  A STANDARD DISK, STAMPED D 89 1935 AND SET IN THE TOP
 KB0503'OF A CONCRETE POST.
 KB0503
 KB0503                          STATION RECOVERY (1983)
 KB0503
 KB0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0503'MARK NOT FOUND.
 KB0503
 KB0503                          STATION RECOVERY (2005)
 KB0503
 KB0503'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 KB0503'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0856 ***********************************************************************
 JB0856  DESIGNATION -  D 9
 JB0856  PID         -  JB0856
 JB0856  STATE/COUNTY-  IL/MARION
 JB0856  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0856
 JB0856                         *CURRENT SURVEY CONTROL
 JB0856  ___________________________________________________________________
 JB0856* NAD 83(1986)-  38 37 00.     (N)    089 03 04.     (W)     SCALED    
 JB0856* NAVD 88     -       160.151  (meters)     525.43   (feet)  ADJUSTED  
 JB0856  ___________________________________________________________________
 JB0856  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JB0856  DYNAMIC HT  -         160.050 (meters)     525.10  (feet)  COMP
 JB0856  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 JB0856
 JB0856  VERT ORDER  -  FIRST     CLASS II
 JB0856
 JB0856.The horizontal coordinates were scaled from a topographic map and have
 JB0856.an estimated accuracy of +/- 6 seconds.
 JB0856
 JB0856.The orthometric height was determined by differential leveling
 JB0856.and adjusted by the National Geodetic Survey in June 1991..
 JB0856
 JB0856.The geoid height was determined by GEOID03.
 JB0856
 JB0856.The dynamic height is computed by dividing the NAVD 88
 JB0856.geopotential number by the normal gravity value computed on the
 JB0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0856.degrees latitude (g = 980.6199 gals.).
 JB0856
 JB0856.The modeled gravity was interpolated from observed gravity values.
 JB0856
 JB0856;                    North         East    Units  Estimated Accuracy
 JB0856;SPC IL E     -   216,670.      237,490.      MT  (+/- 180 meters Scaled)
 JB0856
 JB0856                          SUPERSEDED SURVEY CONTROL
 JB0856
 JB0856  NGVD 29 (??/??/92)  160.283  (m)          525.86   (f) ADJ UNCH    1 2
 JB0856
 JB0856.Superseded values are not recommended for survey control.
 JB0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0856.See file dsdata.txt to determine how the superseded data were derived.
 JB0856
 JB0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH214762(NAD 83)
 JB0856_MARKER: Q = CHISELED SQUARE
 JB0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0856_SP_SET: CULVERT
 JB0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0856
 JB0856  HISTORY     - Date     Condition        Report By
 JB0856  HISTORY     - UNK      MONUMENTED       CGS
 JB0856  HISTORY     - 1949     GOOD             NGS
 JB0856  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0856
 JB0856                          STATION DESCRIPTION
 JB0856
 JB0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0856'AT ODIN.
 JB0856'AT ODIN, A CHISELED SQUARE IN THE TOP OF THE NORTHEAST END OF THE
 JB0856'NORTHWEST HEADWALL OF A 4 FOOT METAL PIPE CULVERT UNDER THE
 JB0856'ILLINOIS CENTRAL RAILROAD, 325 FEET EAST-NORTHEAST OF THE NORTHWEST
 JB0856'CORNER OF THE STATION, 195 FEET NORTH-NORTHEAST OF THE CENTER
 JB0856'OF THE JUNCTION OF THE BALTIMORE AND OHIO RAILROAD AND THE ICRR,
 JB0856'56 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK OF THE
 JB0856'ICRR AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 JB0856
 JB0856                          STATION RECOVERY (1986)
 JB0856
 JB0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0136 ***********************************************************************
 JB0136  DESIGNATION -  D 90
 JB0136  PID         -  JB0136
 JB0136  STATE/COUNTY-  IL/JASPER
 JB0136  USGS QUAD   -  STE MARIE (1985)
 JB0136
 JB0136                         *CURRENT SURVEY CONTROL
 JB0136  ___________________________________________________________________
 JB0136* NAD 83(1986)-  38 59 58.     (N)    088 03 53.     (W)     SCALED    
 JB0136* NAVD 88     -       157.410  (meters)     516.44   (feet)  ADJUSTED  
 JB0136  ___________________________________________________________________
 JB0136  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JB0136  DYNAMIC HT  -         157.317 (meters)     516.13  (feet)  COMP
 JB0136  MODELED GRAV-     980,032.5   (mgal)                       NAVD 88
 JB0136
 JB0136  VERT ORDER  -  SECOND    CLASS 0
 JB0136
 JB0136.The horizontal coordinates were scaled from a topographic map and have
 JB0136.an estimated accuracy of +/- 6 seconds.
 JB0136
 JB0136.The orthometric height was determined by differential leveling
 JB0136.and adjusted by the National Geodetic Survey in June 1991..
 JB0136
 JB0136.The geoid height was determined by GEOID03.
 JB0136
 JB0136.The dynamic height is computed by dividing the NAVD 88
 JB0136.geopotential number by the normal gravity value computed on the
 JB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0136.degrees latitude (g = 980.6199 gals.).
 JB0136
 JB0136.The modeled gravity was interpolated from observed gravity values.
 JB0136
 JB0136;                    North         East    Units  Estimated Accuracy
 JB0136;SPC IL E     -   258,950.      323,270.      MT  (+/- 180 meters Scaled)
 JB0136
 JB0136                          SUPERSEDED SURVEY CONTROL
 JB0136
 JB0136  NGVD 29 (??/??/92)  157.522  (m)          516.80   (f) ADJ UNCH    2 0
 JB0136
 JB0136.Superseded values are not recommended for survey control.
 JB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0136.See file dsdata.txt to determine how the superseded data were derived.
 JB0136
 JB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ078172(NAD 83)
 JB0136_MARKER: DB = BENCH MARK DISK
 JB0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0136_STAMPING: D 90 1935
 JB0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0136+STABILITY: SURFACE MOTION
 JB0136
 JB0136  HISTORY     - Date     Condition        Report By
 JB0136  HISTORY     - 1935     MONUMENTED       CGS
 JB0136  HISTORY     - 1943     GOOD             NGS
 JB0136  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0136
 JB0136                          STATION DESCRIPTION
 JB0136
 JB0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JB0136'2.3 MI W FROM WILLOW HILL.
 JB0136'2.3 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0136'STATION AT WILLOW HILL, JASPER COUNTY, 60 YARDS EAST OF MILEPOST
 JB0136'E 29 = I 148, AT A ROAD CROSSING, 13 YARDS NORTH OF THE
 JB0136'CENTERLINE OF THE TRACK, 11 YARDS WEST OF THE CENTERLINE OF THE
 JB0136'ROAD, 5 YARDS WEST OF A FENCE CORNER, AND AT THE FENCE.  A
 JB0136'STANDARD DISK, STAMPED D 90 1935 AND SET IN THE TOP OF A CONCRETE
 JB0136'POST.
 JB0136
 JB0136                          STATION RECOVERY (1983)
 JB0136
 JB0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0061 ***********************************************************************
 JB0061  DESIGNATION -  D 91
 JB0061  PID         -  JB0061
 JB0061  STATE/COUNTY-  IL/RICHLAND
 JB0061  USGS QUAD   -  OLNEY (1971)
 JB0061
 JB0061                         *CURRENT SURVEY CONTROL
 JB0061  ___________________________________________________________________
 JB0061* NAD 83(1986)-  38 39 30.     (N)    088 02 51.     (W)     SCALED    
 JB0061* NAVD 88     -       153.998  (meters)     505.24   (feet)  ADJUSTED  
 JB0061  ___________________________________________________________________
 JB0061  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0061  DYNAMIC HT  -         153.904 (meters)     504.93  (feet)  COMP
 JB0061  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 JB0061
 JB0061  VERT ORDER  -  SECOND    CLASS 0
 JB0061
 JB0061.The horizontal coordinates were scaled from a topographic map and have
 JB0061.an estimated accuracy of +/- 6 seconds.
 JB0061
 JB0061.The orthometric height was determined by differential leveling
 JB0061.and adjusted by the National Geodetic Survey in June 1991..
 JB0061
 JB0061.The geoid height was determined by GEOID03.
 JB0061
 JB0061.The dynamic height is computed by dividing the NAVD 88
 JB0061.geopotential number by the normal gravity value computed on the
 JB0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0061.degrees latitude (g = 980.6199 gals.).
 JB0061
 JB0061.The modeled gravity was interpolated from observed gravity values.
 JB0061
 JB0061;                    North         East    Units  Estimated Accuracy
 JB0061;SPC IL E     -   221,090.      324,880.      MT  (+/- 180 meters Scaled)
 JB0061
 JB0061                          SUPERSEDED SURVEY CONTROL
 JB0061
 JB0061  NGVD 29 (??/??/92)  154.098  (m)          505.57   (f) ADJ UNCH    2 0
 JB0061
 JB0061.Superseded values are not recommended for survey control.
 JB0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0061.See file dsdata.txt to determine how the superseded data were derived.
 JB0061
 JB0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH088793(NAD 83)
 JB0061_MARKER: DB = BENCH MARK DISK
 JB0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0061_STAMPING: D 91 1935
 JB0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0061+STABILITY: SURFACE MOTION
 JB0061
 JB0061  HISTORY     - Date     Condition        Report By
 JB0061  HISTORY     - 1935     MONUMENTED       CGS
 JB0061  HISTORY     - 1971     GOOD             USGS
 JB0061
 JB0061                          STATION DESCRIPTION
 JB0061
 JB0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0061'0.7 MI N FROM CALHOUN.
 JB0061'0.7 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0061'STATION AT CALHOUN, RICHLAND COUNTY, AT MILEAGE P 182.6, ONE
 JB0061'RAIL SOUTH OF A ROAD CROSSING, AND 25 FEET EAST OF THE TRACK.  A
 JB0061'STANDARD DISK, STAMPED D 91 1935 AND SET IN THE TOP OF A CONCRETE
 JB0061'POST.
 JB0061
 JB0061                          STATION RECOVERY (1971)
 JB0061
 JB0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JB0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0828 ***********************************************************************
 KB0828  DESIGNATION -  D 94
 KB0828  PID         -  KB0828
 KB0828  STATE/COUNTY-  IL/MONTGOMERY
 KB0828  USGS QUAD   -  LITCHFIELD (1974)
 KB0828
 KB0828                         *CURRENT SURVEY CONTROL
 KB0828  ___________________________________________________________________
 KB0828* NAD 83(1986)-  39 09 33.     (N)    089 39 31.     (W)     SCALED    
 KB0828* NAVD 88     -       205.840  (meters)     675.33   (feet)  ADJUSTED  
 KB0828  ___________________________________________________________________
 KB0828  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KB0828  DYNAMIC HT  -         205.721 (meters)     674.94  (feet)  COMP
 KB0828  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 KB0828
 KB0828  VERT ORDER  -  SECOND    CLASS 0
 KB0828
 KB0828.The horizontal coordinates were scaled from a topographic map and have
 KB0828.an estimated accuracy of +/- 6 seconds.
 KB0828
 KB0828.The orthometric height was determined by differential leveling
 KB0828.and adjusted by the National Geodetic Survey in June 1991..
 KB0828
 KB0828.The geoid height was determined by GEOID03.
 KB0828
 KB0828.The dynamic height is computed by dividing the NAVD 88
 KB0828.geopotential number by the normal gravity value computed on the
 KB0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0828.degrees latitude (g = 980.6199 gals.).
 KB0828
 KB0828.The modeled gravity was interpolated from observed gravity values.
 KB0828
 KB0828;                    North         East    Units  Estimated Accuracy
 KB0828;SPC IL W     -   276,760.      743,910.      MT  (+/- 180 meters Scaled)
 KB0828
 KB0828                          SUPERSEDED SURVEY CONTROL
 KB0828
 KB0828  NGVD 29 (??/??/92)  205.97   (m)          675.8    (f) COMPUTED    2 0
 KB0828
 KB0828.Superseded values are not recommended for survey control.
 KB0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0828.See file dsdata.txt to determine how the superseded data were derived.
 KB0828
 KB0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ702378(NAD 83)
 KB0828_MARKER: DB = BENCH MARK DISK
 KB0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0828_STAMPING: D 94 1935
 KB0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0828+STABILITY: SURFACE MOTION
 KB0828
 KB0828  HISTORY     - Date     Condition        Report By
 KB0828  HISTORY     - 1935     MONUMENTED       CGS
 KB0828
 KB0828                          STATION DESCRIPTION
 KB0828
 KB0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0828'1.1 MI S FROM LITCHFIELD.
 KB0828'1.1 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 KB0828'LITCHFIELD, MONTGOMERY COUNTY, AT WINSTON JUNCTION, AT THE
 KB0828'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AND THE
 KB0828'WABASH RAILROAD AND THE ILLINOIS CENTRAL RAILROAD, 2 RAILS SOUTH
 KB0828'OF THE WABASH CROSSING, 50 FEET SOUTH OF THE ILLINOIS CENTRAL
 KB0828'CROSSING, 29 FEET EAST OF THE WABASH TRACK, AND 15 FEET
 KB0828'NORTHEAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED D 94
 KB0828'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0151 ***********************************************************************
 JC0151  DESIGNATION -  D 95
 JC0151  PID         -  JC0151
 JC0151  STATE/COUNTY-  IL/MADISON
 JC0151  USGS QUAD   -  GRANITE CITY (1998)
 JC0151
 JC0151                         *CURRENT SURVEY CONTROL
 JC0151  ___________________________________________________________________
 JC0151* NAD 83(1986)-  38 42 47.     (N)    090 08 38.     (W)     SCALED    
 JC0151* NAVD 88     -       127.918  (meters)     419.68   (feet)  ADJUSTED  
 JC0151  ___________________________________________________________________
 JC0151  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JC0151  DYNAMIC HT  -         127.838 (meters)     419.42  (feet)  COMP
 JC0151  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JC0151
 JC0151  VERT ORDER  -  SECOND    CLASS 0
 JC0151
 JC0151.The horizontal coordinates were scaled from a topographic map and have
 JC0151.an estimated accuracy of +/- 6 seconds.
 JC0151
 JC0151.The orthometric height was determined by differential leveling
 JC0151.and adjusted by the National Geodetic Survey in June 1991..
 JC0151
 JC0151.The geoid height was determined by GEOID03.
 JC0151
 JC0151.The dynamic height is computed by dividing the NAVD 88
 JC0151.geopotential number by the normal gravity value computed on the
 JC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0151.degrees latitude (g = 980.6199 gals.).
 JC0151
 JC0151.The modeled gravity was interpolated from observed gravity values.
 JC0151
 JC0151;                    North         East    Units  Estimated Accuracy
 JC0151;SPC IL W     -   227,120.      701,980.      MT  (+/- 180 meters Scaled)
 JC0151
 JC0151                          SUPERSEDED SURVEY CONTROL
 JC0151
 JC0151  NGVD 29 (??/??/92)  128.035  (m)          420.06   (f) ADJ UNCH    2 0
 JC0151
 JC0151.Superseded values are not recommended for survey control.
 JC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0151.See file dsdata.txt to determine how the superseded data were derived.
 JC0151
 JC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC483888(NAD 83)
 JC0151_MARKER: DB = BENCH MARK DISK
 JC0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0151_STAMPING: D 95 1935
 JC0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0151+STABILITY: SURFACE MOTION
 JC0151
 JC0151  HISTORY     - Date     Condition        Report By
 JC0151  HISTORY     - 1935     MONUMENTED       CGS
 JC0151  HISTORY     - 1942     GOOD             NGS
 JC0151
 JC0151                          STATION DESCRIPTION
 JC0151
 JC0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JC0151'0.9 MI N FROM GRANITE CITY.
 JC0151'0.9 MILE NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 JC0151'GRANITE CITY, MADISON COFUNTY, AT A STREET CROSSING, 40 FEET
 JC0151'SOUTH OF THE CENTERLINE OF THE STREET, AND 38 FEET EAST OF THE
 JC0151'EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED D 95
 JC0151'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0858 ***********************************************************************
 KB0858  DESIGNATION -  D 96
 KB0858  PID         -  KB0858
 KB0858  STATE/COUNTY-  IL/MACOUPIN
 KB0858  USGS QUAD   -  VIRDEN SOUTH (1979)
 KB0858
 KB0858                         *CURRENT SURVEY CONTROL
 KB0858  ___________________________________________________________________
 KB0858* NAD 83(1986)-  39 26 42.     (N)    089 46 33.     (W)     SCALED    
 KB0858* NAVD 88     -       205.168  (meters)     673.12   (feet)  ADJUSTED  
 KB0858  ___________________________________________________________________
 KB0858  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KB0858  DYNAMIC HT  -         205.053 (meters)     672.74  (feet)  COMP
 KB0858  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 KB0858
 KB0858  VERT ORDER  -  SECOND    CLASS 0
 KB0858
 KB0858.The horizontal coordinates were scaled from a topographic map and have
 KB0858.an estimated accuracy of +/- 6 seconds.
 KB0858
 KB0858.The orthometric height was determined by differential leveling
 KB0858.and adjusted by the National Geodetic Survey in June 1991..
 KB0858
 KB0858.The geoid height was determined by GEOID03.
 KB0858
 KB0858.The dynamic height is computed by dividing the NAVD 88
 KB0858.geopotential number by the normal gravity value computed on the
 KB0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0858.degrees latitude (g = 980.6199 gals.).
 KB0858
 KB0858.The modeled gravity was interpolated from observed gravity values.
 KB0858
 KB0858;                    North         East    Units  Estimated Accuracy
 KB0858;SPC IL W     -   308,440.      733,640.      MT  (+/- 180 meters Scaled)
 KB0858
 KB0858                          SUPERSEDED SURVEY CONTROL
 KB0858
 KB0858  NGVD 29 (??/??/92)  205.289  (m)          673.52   (f) ADJ UNCH    2 0
 KB0858
 KB0858.Superseded values are not recommended for survey control.
 KB0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0858.See file dsdata.txt to determine how the superseded data were derived.
 KB0858
 KB0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ611698(NAD 83)
 KB0858_MARKER: DB = BENCH MARK DISK
 KB0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0858_STAMPING: D 96 1935
 KB0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0858+STABILITY: SURFACE MOTION
 KB0858
 KB0858  HISTORY     - Date     Condition        Report By
 KB0858  HISTORY     - 1935     MONUMENTED       CGS
 KB0858
 KB0858                          STATION DESCRIPTION
 KB0858
 KB0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0858'AT GIRARD.
 KB0858'AT GIRARD, MACOUPIN COUNTY, ON THE CHICAGO, BURLINGTON AND
 KB0858'QUINCY RAILROAD, 140 YARDS SOUTH OF THE STATION, ONE BLOCK EAST
 KB0858'OF THE SOUTHEAST CORNER OF THE SQUARE, AT THE MADISON STREET
 KB0858'CROSSING, 15 YARDS SOUTH OF THE CENTERLINE OF MADISON STREET,
 KB0858'AND 8 YARDS WEST OF THE CENTERLINE OF THE SOUTHBOUND TRACK.  A
 KB0858'STANDARD DISK, STAMPED D 96 1935 AND SET IN THE TOP OF A CONCRETE
 KB0858'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1047 ***********************************************************************
 HB1047  DESIGNATION -  D 97
 HB1047  PID         -  HB1047
 HB1047  STATE/COUNTY-  IL/RANDOLPH
 HB1047  USGS QUAD   -  KASKASKIA (1993)
 HB1047
 HB1047                         *CURRENT SURVEY CONTROL
 HB1047  ___________________________________________________________________
 HB1047* NAD 83(1986)-  37 56 57.     (N)    089 53 27.     (W)     SCALED    
 HB1047* NAVD 88     -       115.463  (meters)     378.81   (feet)  ADJUSTED  
 HB1047  ___________________________________________________________________
 HB1047  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HB1047  DYNAMIC HT  -         115.383 (meters)     378.55  (feet)  COMP
 HB1047  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 HB1047
 HB1047  VERT ORDER  -  SECOND    CLASS 0
 HB1047
 HB1047.The horizontal coordinates were scaled from a topographic map and have
 HB1047.an estimated accuracy of +/- 6 seconds.
 HB1047
 HB1047.The orthometric height was determined by differential leveling
 HB1047.and adjusted by the National Geodetic Survey in June 1991..
 HB1047
 HB1047.The geoid height was determined by GEOID03.
 HB1047
 HB1047.The dynamic height is computed by dividing the NAVD 88
 HB1047.geopotential number by the normal gravity value computed on the
 HB1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1047.degrees latitude (g = 980.6199 gals.).
 HB1047
 HB1047.The modeled gravity was interpolated from observed gravity values.
 HB1047
 HB1047;                    North         East    Units  Estimated Accuracy
 HB1047;SPC IL W     -   142,360.      724,240.      MT  (+/- 180 meters Scaled)
 HB1047
 HB1047                          SUPERSEDED SURVEY CONTROL
 HB1047
 HB1047  NGVD 29 (??/??/??)  115.563  (m)          379.14   (f) ADJUSTED    2 0
 HB1047
 HB1047.Superseded values are not recommended for survey control.
 HB1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1047.See file dsdata.txt to determine how the superseded data were derived.
 HB1047
 HB1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH459041(NAD 83)
 HB1047_MARKER: DB = BENCH MARK DISK
 HB1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1047_STAMPING: D 97 1935
 HB1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1047+STABILITY: SURFACE MOTION
 HB1047
 HB1047  HISTORY     - Date     Condition        Report By
 HB1047  HISTORY     - 1935     MONUMENTED       CGS
 HB1047  HISTORY     - 1968     MARK NOT FOUND   USGS
 HB1047
 HB1047                          STATION DESCRIPTION
 HB1047
 HB1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1047'3.8 MI N FROM MENARD.
 HB1047'3.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB1047'STATION AT MENARD, RANDOLPH COUNTY, AT POLE 56/27, 20 FEET NORTH OF
 HB1047'A ROAD CROSSING, AND 35 FEET EAST OF THE CENTERLINE OF THE MAIN
 HB1047'TRACK.  A STANDARD DISK, STAMPED D 97 1935 AND SET IN THE TOP OF A
 HB1047'CONCRETE POST.  NOTE-- BM BELIEVED TO HAVE BEEN DESTROYED WHEN THE
 HB1047'TRACK WAS RAISED AND RELOCATED NORTH OF ITS 1935 POSITION.
 HB1047
 HB1047                          STATION RECOVERY (1968)
 HB1047
 HB1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HB1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1076 ***********************************************************************
 HB1076  DESIGNATION -  D 98
 HB1076  PID         -  HB1076
 HB1076  STATE/COUNTY-  IL/JACKSON
 HB1076  USGS QUAD   -  ROCKWOOD (1994)
 HB1076
 HB1076                         *CURRENT SURVEY CONTROL
 HB1076  ___________________________________________________________________
 HB1076* NAD 83(1986)-  37 48 06.     (N)    089 37 35.     (W)     SCALED    
 HB1076* NAVD 88     -       112.292  (meters)     368.41   (feet)  ADJUSTED  
 HB1076  ___________________________________________________________________
 HB1076  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HB1076  DYNAMIC HT  -         112.214 (meters)     368.16  (feet)  COMP
 HB1076  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 HB1076
 HB1076  VERT ORDER  -  SECOND    CLASS 0
 HB1076
 HB1076.The horizontal coordinates were scaled from a topographic map and have
 HB1076.an estimated accuracy of +/- 6 seconds.
 HB1076
 HB1076.The orthometric height was determined by differential leveling
 HB1076.and adjusted by the National Geodetic Survey in June 1991..
 HB1076
 HB1076.The geoid height was determined by GEOID03.
 HB1076
 HB1076.The dynamic height is computed by dividing the NAVD 88
 HB1076.geopotential number by the normal gravity value computed on the
 HB1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1076.degrees latitude (g = 980.6199 gals.).
 HB1076
 HB1076.The modeled gravity was interpolated from observed gravity values.
 HB1076
 HB1076;                    North         East    Units  Estimated Accuracy
 HB1076;SPC IL W     -   126,100.      747,580.      MT  (+/- 180 meters Scaled)
 HB1076
 HB1076                          SUPERSEDED SURVEY CONTROL
 HB1076
 HB1076  NGVD 29 (??/??/??)  112.392  (m)          368.74   (f) ADJUSTED    2 0
 HB1076
 HB1076.Superseded values are not recommended for survey control.
 HB1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1076.See file dsdata.txt to determine how the superseded data were derived.
 HB1076
 HB1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG687870(NAD 83)
 HB1076_MARKER: DB = BENCH MARK DISK
 HB1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1076_STAMPING: D 98 1935
 HB1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1076+STABILITY: SURFACE MOTION
 HB1076
 HB1076  HISTORY     - Date     Condition        Report By
 HB1076  HISTORY     - 1935     MONUMENTED       CGS
 HB1076  HISTORY     - 1966     MARK NOT FOUND   USGS
 HB1076
 HB1076                          STATION DESCRIPTION
 HB1076
 HB1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1076'AT JONES RIDGE.
 HB1076'AT JONES RIDGE, JACKSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HB1076'300 FEET NORTHWEST OF THE STATION, AT POLE 74/21, 25 FEET EAST OF
 HB1076'THE CENTERLINE OF THE MAIN TRACK, AND ONE FOOT WEST OF A POLE.
 HB1076'A STANDARD DISK, STAMPED D 98 1935 AND SET IN THE TOP OF A CONCRETE
 HB1076'POST.
 HB1076
 HB1076                          STATION RECOVERY (1966)
 HB1076
 HB1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HB1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1104 ***********************************************************************
 JB1104  DESIGNATION -  D 99
 JB1104  PID         -  JB1104
 JB1104  STATE/COUNTY-  IL/PERRY
 JB1104  USGS QUAD   -  PINCKNEYVILLE (1982)
 JB1104
 JB1104                         *CURRENT SURVEY CONTROL
 JB1104  ___________________________________________________________________
 JB1104* NAD 83(1986)-  38 04 44.     (N)    089 23 38.     (W)     SCALED    
 JB1104* NAVD 88     -       137.981  (meters)     452.69   (feet)  ADJUSTED  
 JB1104  ___________________________________________________________________
 JB1104  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 JB1104  DYNAMIC HT  -         137.891 (meters)     452.40  (feet)  COMP
 JB1104  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 JB1104
 JB1104  VERT ORDER  -  SECOND    CLASS 0
 JB1104
 JB1104.The horizontal coordinates were scaled from a topographic map and have
 JB1104.an estimated accuracy of +/- 6 seconds.
 JB1104
 JB1104.The orthometric height was determined by differential leveling
 JB1104.and adjusted by the National Geodetic Survey in June 1991..
 JB1104
 JB1104.The geoid height was determined by GEOID03.
 JB1104
 JB1104.The dynamic height is computed by dividing the NAVD 88
 JB1104.geopotential number by the normal gravity value computed on the
 JB1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1104.degrees latitude (g = 980.6199 gals.).
 JB1104
 JB1104.The modeled gravity was interpolated from observed gravity values.
 JB1104
 JB1104;                    North         East    Units  Estimated Accuracy
 JB1104;SPC IL W     -   157,010.      767,800.      MT  (+/- 180 meters Scaled)
 JB1104
 JB1104                          SUPERSEDED SURVEY CONTROL
 JB1104
 JB1104  NGVD 29 (??/??/92)  138.082  (m)          453.02   (f) ADJ UNCH    2 0
 JB1104
 JB1104.Superseded values are not recommended for survey control.
 JB1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1104.See file dsdata.txt to determine how the superseded data were derived.
 JB1104
 JB1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH900172(NAD 83)
 JB1104_MARKER: DB = BENCH MARK DISK
 JB1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1104_STAMPING: D 99 1935
 JB1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1104+STABILITY: SURFACE MOTION
 JB1104
 JB1104  HISTORY     - Date     Condition        Report By
 JB1104  HISTORY     - 1935     MONUMENTED       CGS
 JB1104  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1104  HISTORY     - 1979     GOOD             ILDT
 JB1104
 JB1104                          STATION DESCRIPTION
 JB1104
 JB1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1104'AT PINCKNEYVILLE.
 JB1104'AT PINCKNEYVILLE, PERRY COUNTY, ON THE ILLINOIS CENTRAL RAILROAD
 JB1104'AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD, 75 FEET
 JB1104'SOUTHWEST OF THE M.P.R.R. STATION, 26 FEET SOUTHWEST OF THE
 JB1104'SOUTHWEST MAIN TRACK OF THE I.C.R.R., AND 36 FEET SOUTHEAST OF
 JB1104'THE CENTERLINE OF THE M.P.R.R. TRACK.  A STANDARD DISK, STAMPED
 JB1104'D 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB1104
 JB1104                          STATION RECOVERY (1974)
 JB1104
 JB1104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1104'MARK NOT FOUND.
 JB1104
 JB1104                          STATION RECOVERY (1979)
 JB1104
 JB1104'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0699 ***********************************************************************
 LD0699  DESIGNATION -  DAHINDA SINCLAIR PLINE CO STK
 LD0699  PID         -  LD0699
 LD0699  STATE/COUNTY-  IL/KNOX
 LD0699  USGS QUAD   -  APPLETON (1982)
 LD0699
 LD0699                         *CURRENT SURVEY CONTROL
 LD0699  ___________________________________________________________________
 LD0699* NAD 83(1997)-  40 55 48.30668(N)    090 07 31.63117(W)     ADJUSTED  
 LD0699* NAVD 88     -                                                        
 LD0699  ___________________________________________________________________
 LD0699  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 LD0699  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0699
 LD0699  HORZ ORDER  -  THIRD
 LD0699
 LD0699.The horizontal coordinates were established by classical geodetic methods
 LD0699.and adjusted by the National Geodetic Survey in October 1999..
 LD0699
 LD0699
 LD0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0699
 LD0699.The geoid height was determined by GEOID03.
 LD0699
 LD0699;                    North         East     Units Scale Factor Converg.
 LD0699;SPC IL W     -   473,262.535   703,470.968   MT  0.99994132   +0 01 37.2
 LD0699;SPC IL W     - 1,552,695.50  2,307,971.00   sFT  0.99994132   +0 01 37.2
 LD0699;UTM  15      - 4,534,975.174   742,023.636   MT  1.00032101   +1 53 02.9
 LD0699
 LD0699                          SUPERSEDED SURVEY CONTROL
 LD0699
 LD0699  NAD 83(1997)-  40 55 48.30672(N)    090 07 31.63200(W) AD(       ) 4
 LD0699  NAD 83(1986)-  40 55 48.31233(N)    090 07 31.63976(W) AD(       ) 4
 LD0699  NAD 27      -  40 55 48.18100(N)    090 07 31.20900(W) AD(       ) 3
 LD0699
 LD0699.Superseded values are not recommended for survey control.
 LD0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0699.See file dsdata.txt to determine how the superseded data were derived.
 LD0699
 LD0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4202434975(NAD 83)
 LD0699_MARKER: 63 = STACK
 LD0699
 LD0699  HISTORY     - Date     Condition        Report By
 LD0699  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0699  HISTORY     - 19971031 GOOD             USPSQD
 LD0699
 LD0699                          STATION DESCRIPTION
 LD0699
 LD0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0699'THIS STATION IS THE STACK AT THE PUMPING STATION OF THE
 LD0699'SINCLAIR PIPE LINE COMPANY, ABOUT 1.0 MILE W OF THE VILLAGE
 LD0699'OF DAHINDA, ABOUT 0.6 MILE W OF A BRIDGE ACROSS A SMALL
 LD0699'STREAM, AND ABOUT 190 FEET S OF THE S RAIL OF THE ATCHISON,
 LD0699'TOPEKA AND SANTA FE RAILROAD, IN SEC. 23, T 11 N, R 3 E.
 LD0699'THE STACK ERECTED IN 1915, IS NOT ESPECIALLY PROMINENT AS
 LD0699'IT SETS DOWN IN A VALLEY.
 LD0699'
 LD0699'THE STACK IS ON THE SE CORNER OF THE POWERHOUSE, ABOUT 18
 LD0699'FEET IN DIAMETER AT THE BASE, ABOUT 16 FEET IN DIAMETER
 LD0699'AT THE TOP, AND ABOUT 240 FEET HIGH.  IT HAS A SLIGHT COLLAR
 LD0699'AROUND THE TOP.  THE STACK IS MADE OF WHITE CONCRETE.
 LD0699
 LD0699                          STATION RECOVERY (1997)
 LD0699
 LD0699'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1745 ***********************************************************************
 JB1745  DESIGNATION -  DAHLGREN RADIO STA KSC 371 TWR
 JB1745  PID         -  JB1745
 JB1745  STATE/COUNTY-  IL/HAMILTON
 JB1745  USGS QUAD   -  DAHLGREN (1974)
 JB1745
 JB1745                         *CURRENT SURVEY CONTROL
 JB1745  ___________________________________________________________________
 JB1745* NAD 83(1997)-  38 09 47.19984(N)    088 41 20.83048(W)     ADJUSTED  
 JB1745* NAVD 88     -                                                        
 JB1745  ___________________________________________________________________
 JB1745  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JB1745  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 JB1745
 JB1745  HORZ ORDER  -  THIRD
 JB1745
 JB1745.The horizontal coordinates were established by classical geodetic methods
 JB1745.and adjusted by the National Geodetic Survey in October 1999..
 JB1745
 JB1745
 JB1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1745
 JB1745.The geoid height was determined by GEOID03.
 JB1745
 JB1745;                    North         East     Units Scale Factor Converg.
 JB1745;SPC IL E     -   166,139.223   268,820.492   MT  0.99998697   -0 13 11.4
 JB1745;SPC IL E     -   545,075.10    881,955.23   sFT  0.99998697   -0 13 11.4
 JB1745;UTM  16      - 4,225,260.785   352,023.769   MT  0.99986968   -1 02 38.0
 JB1745
 JB1745                          SUPERSEDED SURVEY CONTROL
 JB1745
 JB1745  NAD 83(1997)-  38 09 47.21049(N)    088 41 20.82998(W) AD(       ) 4
 JB1745  NAD 83(1986)-  38 09 47.21306(N)    088 41 20.83126(W) AD(       ) 4
 JB1745  NAD 27      -  38 09 47.03759(N)    088 41 20.62082(W) AD(       ) 3
 JB1745
 JB1745.Superseded values are not recommended for survey control.
 JB1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1745.See file dsdata.txt to determine how the superseded data were derived.
 JB1745
 JB1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5202425261(NAD 83)
 JB1745_MARKER: 43 = RADIO/TV TOWER
 JB1745
 JB1745  HISTORY     - Date     Condition        Report By
 JB1745  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1745
 JB1745                          STATION DESCRIPTION
 JB1745
 JB1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1745'THE STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED ABOUT 2.5
 JB1745'MILES SOUTH OF
 JB1745'DAHLGREN AND OWNED AND OPERATED BY THE BELL TELEPHONE
 JB1745'COMPANY.  IT IS A FOUR LEGGED
 JB1745'STEEL STRUCTURE AND THE OVERALL HEIGHT
 JB1745'IS 135 FEET.
 JB1745'
 JB1745'TO REACH FROM THE RAILROAD STATION IN DAHLGREN, GO SOUTH ON A PAVED
 JB1745'ROAD FOR 2.85 MILES TO A
 JB1745'CROSSROAD.  TURN RIGHT AND GO WEST ON A DIRT ROAD FOR
 JB1745'0.3 MILE TO A SIDE ROAD RIGHT.
 JB1745'TURN RIGHT AND GO NORTH ON A DIRT
 JB1745'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT AND
 JB1745'A CHURCH STRAIGHT AHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1906 ***********************************************************************
 LC1906  DESIGNATION -  DALE
 LC1906  PID         -  LC1906
 LC1906  STATE/COUNTY-  IL/MCLEAN
 LC1906  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1906
 LC1906                         *CURRENT SURVEY CONTROL
 LC1906  ___________________________________________________________________
 LC1906* NAD 83(1997)-  40 29 13.75296(N)    089 05 04.96384(W)     ADJUSTED  
 LC1906* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 LC1906  ___________________________________________________________________
 LC1906  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 LC1906  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC1906
 LC1906  HORZ ORDER  -  FIRST
 LC1906
 LC1906.The horizontal coordinates were established by classical geodetic methods
 LC1906.and adjusted by the National Geodetic Survey in October 1999..
 LC1906
 LC1906.The orthometric height was scaled from a topographic map.
 LC1906
 LC1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1906
 LC1906.The geoid height was determined by GEOID03.
 LC1906
 LC1906;                    North         East     Units Scale Factor Converg.
 LC1906;SPC IL E     -   424,363.379   236,296.450   MT  1.00002493   -0 29 16.3
 LC1906;SPC IL E     - 1,392,265.52    775,249.27   sFT  1.00002493   -0 29 16.3
 LC1906;SPC IL W     -   424,640.181   791,727.826   MT  1.00004471   +0 42 09.1
 LC1906;SPC IL W     - 1,393,173.66  2,597,527.04   sFT  1.00004471   +0 42 09.1
 LC1906;UTM  16      - 4,483,916.298   323,314.410   MT  0.99998428   -1 21 14.1
 LC1906
 LC1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1906!SPC IL E     -   0.99996411  x   1.00002493  =   0.99998904
 LC1906!SPC IL W     -   0.99996411  x   1.00004471  =   1.00000882
 LC1906!UTM  16      -   0.99996411  x   0.99998428  =   0.99994839
 LC1906
 LC1906:                Primary Azimuth Mark                     Grid Az
 LC1906:SPC IL E     -  DALE AZ MK                               071 35 58.6
 LC1906:SPC IL W     -  DALE AZ MK                               070 24 33.2
 LC1906:UTM  16      -  DALE AZ MK                               072 27 56.4
 LC1906
 LC1906|---------------------------------------------------------------------|
 LC1906| PID    Reference Object                     Distance      Geod. Az  |
 LC1906|                                                           dddmmss.s |
 LC1906| CI6876 DALE AZ MK                                         0710642.3 |
 LC1906| CI6877 DALE RM 1                            27.432 METERS 08807     |
 LC1906| CI6878 DALE RM 2                            30.400 METERS 20441     |
 LC1906|---------------------------------------------------------------------|
 LC1906
 LC1906                          SUPERSEDED SURVEY CONTROL
 LC1906
 LC1906  NAD 83(1986)-  40 29 13.76478(N)    089 05 04.96479(W) AD(       ) 1
 LC1906  NAD 27      -  40 29 13.63160(N)    089 05 04.67670(W) AD(       ) 1
 LC1906
 LC1906.Superseded values are not recommended for survey control.
 LC1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1906.See file dsdata.txt to determine how the superseded data were derived.
 LC1906
 LC1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2331483916(NAD 83)
 LC1906_MARKER: DS = TRIANGULATION STATION DISK
 LC1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1906
 LC1906  HISTORY     - Date     Condition        Report By
 LC1906  HISTORY     - 1959     MONUMENTED       CGS
 LC1906
 LC1906                          STATION DESCRIPTION
 LC1906
 LC1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1906'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF BLOOMINGTON,
 LC1906'ABOUT 6 MILES SOUTHEAST OF DANVERS, IN THE NORTHEAST 1/4
 LC1906'OF SEC. 3, T. 23 N., R. 1 E., AND ON THE PROPERTY OF MR.
 LC1906'C.F. BALDINI.  IT IS 153 FEET WEST OF THE SOUTHWEST CORNER OF
 LC1906'A BRICK HOUSE, 115 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 LC1906'9, 66 FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY,
 LC1906'17 FEET WEST OF A 14 INCH MAPLE TREE AND 3 FEET NORTH OF A
 LC1906'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LC1906'DALE 1959.
 LC1906'
 LC1906'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9
 LC1906'AND 122 ABOUT 3 MILES SOUTH OF DANVERS, GO EAST ON STATE HIGHWAY
 LC1906'9 FOR 3.5 MILES TO THE CENTER OF A STEEL BRIDGE.  CONTINUE
 LC1906'EAST ON HIGHWAY 9 FOR 1.1 MILES TO THE TOP OF A SMALL HILL
 LC1906'AND THE STATION ON THE RIGHT AS DESCRIBED.
 LC1906'
 LC1906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 LC1906'9 FOR 0.3 MILE TO A SIDE ROAD LEFT AND A CEMETERY ON THE LEFT.
 LC1906'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.1 MILE TO THE
 LC1906'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LC1906'
 LC1906'REFERENCE MARK 1 IS 112 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 LC1906'9 AND 63 FEET WEST OF THE SOUTHWEST CORNER OF THE BRICK HOUSE.
 LC1906'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DALE NO 1 1959.
 LC1906'
 LC1906'REFERENCE MARK 2 IS 40 FEET WEST OF THE CENTERLINE OF A GRAVELED
 LC1906'DRIVEWAY, 16 FEET SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY
 LC1906'AND 7 FEET NORTHWEST OF A 14 INCH MAPLE TREE.  THE MONUMENT
 LC1906'IS FLUSH AND THE DISK IS STAMPED DALE NO 2 1959.
 LC1906'
 LC1906'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF A PAVED
 LC1906'ROAD, 3 FEET NORTH OF A NORTH GATE POST, 3 FEET SOUTH OF A
 LC1906'WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT
 LC1906'IS FLUSH AND THE DISK IS STAMPED DALE 1959.
 LC1906'
 LC1906'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2724 ***********************************************************************
 ME2724  DESIGNATION -  DALEY
 ME2724  PID         -  ME2724
 ME2724  STATE/COUNTY-  IL/COOK
 ME2724  USGS QUAD   -  ENGLEWOOD (1997)
 ME2724
 ME2724                         *CURRENT SURVEY CONTROL
 ME2724  ___________________________________________________________________
 ME2724* NAD 83(1997)-  41 48 37.42666(N)    087 38 02.36774(W)     ADJUSTED  
 ME2724* NAVD 88     -       181.060  (meters)     594.03   (feet)  ADJUSTED  
 ME2724  ___________________________________________________________________
 ME2724  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 ME2724  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2724  DYNAMIC HT  -         180.998 (meters)     593.82  (feet)  COMP
 ME2724  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 ME2724
 ME2724  HORZ ORDER  -  FIRST
 ME2724  VERT ORDER  -  FIRST     CLASS II
 ME2724
 ME2724.The horizontal coordinates were established by classical geodetic methods
 ME2724.and adjusted by the National Geodetic Survey in October 1999..
 ME2724
 ME2724.The orthometric height was determined by differential leveling
 ME2724.and adjusted by the National Geodetic Survey in April 1995..
 ME2724
 ME2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2724
 ME2724.The geoid height was determined by GEOID03.
 ME2724
 ME2724.The dynamic height is computed by dividing the NAVD 88
 ME2724.geopotential number by the normal gravity value computed on the
 ME2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2724.degrees latitude (g = 980.6199 gals.).
 ME2724
 ME2724.The modeled gravity was interpolated from observed gravity values.
 ME2724
 ME2724;                    North         East     Units Scale Factor Converg.
 ME2724;SPC IL E     -   571,280.018   358,111.435   MT  1.00001654   +0 27 58.5
 ME2724;SPC IL E     - 1,874,274.53  1,174,903.93   sFT  1.00001654   +0 27 58.5
 ME2724;UTM  16      - 4,628,919.332   447,338.671   MT  0.99963412   -0 25 21.6
 ME2724
 ME2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2724!SPC IL E     -   0.99997685  x   1.00001654  =   0.99999339
 ME2724!UTM  16      -   0.99997685  x   0.99963412  =   0.99961098
 ME2724
 ME2724|---------------------------------------------------------------------|
 ME2724| PID    Reference Object                     Distance      Geod. Az  |
 ME2724|                                                           dddmmss.s |
 ME2724| ME3346 DALEY RM 1                           30.271 METERS 00556     |
 ME2724| ME2674 BEACH                               APPROX. 4.1 KM 1015208.9 |
 ME2724| ME3347 DALEY RM 2                           27.010 METERS 25650     |
 ME2724|---------------------------------------------------------------------|
 ME2724
 ME2724                          SUPERSEDED SURVEY CONTROL
 ME2724
 ME2724  NAD 83(1997)-  41 48 37.42684(N)    087 38 02.36808(W) AD(       ) 1
 ME2724  NAD 83(1997)-  41 48 37.43115(N)    087 38 02.37847(W) AD(       ) 1
 ME2724  NAD 83(1986)-  41 48 37.43162(N)    087 38 02.37780(W) AD(       ) 1
 ME2724  NAD 27      -  41 48 37.30914(N)    087 38 02.19618(W) AD(       ) 1
 ME2724  NGVD 29 (01/19/93)  181.149  (m)          594.32   (f) ADJUSTED    1 2
 ME2724
 ME2724.Superseded values are not recommended for survey control.
 ME2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2724.See file dsdata.txt to determine how the superseded data were derived.
 ME2724
 ME2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4733928919(NAD 83)
 ME2724_MARKER: DS = TRIANGULATION STATION DISK
 ME2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2724_SP_SET: CONCRETE POST
 ME2724_STAMPING: DALEY 1977
 ME2724_MARK LOGO: NGS   
 ME2724_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2724+STABILITY: SURFACE MOTION
 ME2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2724+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME2724
 ME2724  HISTORY     - Date     Condition        Report By
 ME2724  HISTORY     - 1977     MONUMENTED       NGS
 ME2724  HISTORY     - 1977     GOOD             NGS
 ME2724  HISTORY     - 19920805 GOOD             NGS
 ME2724
 ME2724                          STATION DESCRIPTION
 ME2724
 ME2724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2724'THE STATION IS LOCATED IN THE SOUTH SECTION OF CHICAGO IN THE
 ME2724'SOUTHEAST CORNER OF FULLER CITY PARK IN THE NORTHWEST ANGLE OF
 ME2724'THE INTERSECTION OF SOUTH PRINCETON AVENUE AND WEST 46TH PLACE.
 ME2724'
 ME2724'THE STATION MARKS ARE, STANDARD DISKS STAMPED---DALEY 1977---.
 ME2724'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2724'CONCRETE MONUMENT 4 INCHES BELOW A CAST IRON COVER WITH THE
 ME2724'LETTERING, NATIONAL GEODETIC SURVEY.
 ME2724'56.0 FEET NORTH OF CENTER OF WEST 46TH PLACE AND 14.2 FEET WEST
 ME2724'OF A CHAIN LINK FENCE AROUND TENNIS COURT.  THE UNDERGROUND
 ME2724'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 ME2724'INCHES BELOW THE GROUND SURFACE.
 ME2724'
 ME2724'REFERENCE MARK 1, A STANDARD DISK STAMPED---DALEY NO 1 1977---,
 ME2724'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ME2724'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 154.9 FEET NORTH
 ME2724'OF THE CENTER OF WEST 46TH PLACE AND 1.7 FEET WEST OF THE CHAIN
 ME2724'LINK FENCE AROUND THE TENNIS COURT.
 ME2724'
 ME2724'REFERENCE MARK 2, A STANDARD DISK STAMPED---DALEY NO 2 1977---,
 ME2724'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ME2724'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 101.0 FEET WEST
 ME2724'OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE AROUND THE
 ME2724'TENNIS COURT AND 38.5 FEET NORTH OF CENTER OF WEST 46TH PLACE.
 ME2724'
 ME2724'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK.
 ME2724'
 ME2724'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.5 METERS.
 ME2724
 ME2724                          STATION RECOVERY (1977)
 ME2724
 ME2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME2724'RECOVERED IN GOOD CONDITION.
 ME2724
 ME2724                          STATION RECOVERY (1992)
 ME2724
 ME2724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME2724'IN CHICAGO, AT THE INTERSECTION OF SOUTH PRINCETON AVENUE AND WEST
 ME2724'64TH PLACE, NEAR THE SOUTHEAST CORNER OF THE FULLER CITY PARK, 49.2 M
 ME2724'(161.4 FT) WEST OF THE AVENUE CENTERLINE, 30.0 M (98.4 FT) SOUTH OF
 ME2724'REFERENCE MARK 1, 27.1 M (88.9 FT) WEST OF REFERENCE MARK 2, 17.5 M
 ME2724'(57.4 FT) NORTH OF THE CENTERLINE OF THE PLACE, 4.3 M (14.1 FT) WEST
 ME2724'OF A CHAIN-LINK FENCE ENCLOSING A TENNIS COURT, 0.9 M (3.0 FT)
 ME2724'NORTHEAST OF A MANHOLE COVER, AND THE MONUMENT IS RECESSED 0.1 M
 ME2724'(0.3 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE MONUMENT IS
 ME2724'THROUGH A 6-INCH SQUARE METAL COVER PRECAST NATIONAL GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9170 ***********************************************************************
 AC9170  CBN         -  This is a Cooperative Base Network Control Station.
 AC9170  DESIGNATION -  DALEY
 AC9170  PID         -  AC9170
 AC9170  STATE/COUNTY-  IL/COOK
 AC9170  USGS QUAD   -  JACKSON PARK (1993)
 AC9170
 AC9170                         *CURRENT SURVEY CONTROL
 AC9170  ___________________________________________________________________
 AC9170* NAD 83(1997)-  41 51 55.73392(N)    087 36 22.39134(W)     ADJUSTED  
 AC9170* NAVD 88     -       180.5    (meters)     592.     (feet)  GPS OBS   
 AC9170  ___________________________________________________________________
 AC9170  X           -     198,690.416 (meters)                     COMP
 AC9170  Y           -  -4,752,941.762 (meters)                     COMP
 AC9170  Z           -   4,234,586.652 (meters)                     COMP
 AC9170  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AC9170  ELLIP HEIGHT-         146.89  (meters)          (09/15/03) GPS OBS
 AC9170  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AC9170
 AC9170  HORZ ORDER  -  B
 AC9170  ELLP ORDER  -  FOURTH    CLASS I
 AC9170
 AC9170.This mark is at Merrill C Meigs Airport (CGX)
 AC9170
 AC9170.The horizontal coordinates were established by GPS observations
 AC9170.and adjusted by the National Geodetic Survey in July 1998..
 AC9170
 AC9170.The orthometric height was determined by GPS observations and a
 AC9170.high-resolution geoid model.
 AC9170
 AC9170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9170
 AC9170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9170
 AC9170.The ellipsoidal height was determined by GPS observations
 AC9170.and is referenced to NAD 83.
 AC9170
 AC9170.The geoid height was determined by GEOID03.
 AC9170
 AC9170;                    North         East     Units Scale Factor Converg.
 AC9170;SPC IL E     -   577,417.409   360,367.289   MT  1.00001983   +0 29 07.0
 AC9170;SPC IL E     - 1,894,410.28  1,182,305.01   sFT  1.00001983   +0 29 07.0
 AC9170;UTM  16      - 4,635,018.616   449,688.612   MT  0.99963115   -0 24 16.5
 AC9170
 AC9170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9170!SPC IL E     -   0.99997696  x   1.00001983  =   0.99999679
 AC9170!UTM  16      -   0.99997696  x   0.99963115  =   0.99960812
 AC9170
 AC9170                          SUPERSEDED SURVEY CONTROL
 AC9170
 AC9170  ELLIP H (07/17/98)  146.94   (m)                       GP(       ) 4 1
 AC9170
 AC9170.Superseded values are not recommended for survey control.
 AC9170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9170.See file dsdata.txt to determine how the superseded data were derived.
 AC9170
 AC9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4968935019(NAD 83)
 AC9170_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9170_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AC9170_SP_SET: MASSIVE SEAWALL
 AC9170_STAMPING: DALEY 1997
 AC9170_MARK LOGO: NGS   
 AC9170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC9170+STABILITY: POSITION/ELEVATION WELL
 AC9170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9170+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 AC9170
 AC9170  HISTORY     - Date     Condition        Report By
 AC9170  HISTORY     - 1997     MONUMENTED       NGS
 AC9170  HISTORY     - 19970625 GOOD             NGS
 AC9170  HISTORY     - 20000326 GOOD             SECI
 AC9170  HISTORY     - 20000823 GOOD             PATRIC
 AC9170  HISTORY     - 20010410 GOOD             JCLS
 AC9170  HISTORY     - 20010418 GOOD             JCLS
 AC9170  HISTORY     - 20020904 GOOD             NGS
 AC9170  HISTORY     - 20030617 GOOD             NGS
 AC9170
 AC9170                          STATION DESCRIPTION
 AC9170
 AC9170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC9170'THE STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) SOUTHEAST OF DOWNTOWN
 AC9170'CHICAGO, 0.6 MI (1.0 KM) EAST-NORTHEAST OF SOLDIER FIELD, 0.3 MI (0.5
 AC9170'KM) NORTH-NORTHEAST OF MERRILL C.  MEIGS FIELD AIRPORT, AND ABOUT 50 M
 AC9170'(164.0 FT) SOUTH-SOUTHEAST OF THE ADLER PLANETARIUM, IN THE TOP OF A
 AC9170'SEAWALL ALONG THE LAKE MICHIGAN COAST. OWNERSHIP--CHICAGO PARK
 AC9170'DISTRICT.  EDWARD K.  UHLIR IS DIRECTOR OF RESEARCH AND PLANNING,
 AC9170'PHONE 312-747-0696.  ROXANNE M.  WARD IS FIRST ASSISTANT GENERAL
 AC9170'COUNSEL, JOAN FENCIK, GENERAL COUNSEL, PHONE 312-747-2571.  CONTACT
 AC9170'ONE OF THESE OFFICIALS FOR PERMISSION TO OCCUPY THE STATION.  DUE TO
 AC9170'ONGOING CONSTRUCTION IN THE VICINITY OF THE PLANETARIUM, ACCESS TO THE
 AC9170'STATION MUST BE MADE ALONG THE NORTH SIDE OF A PUBLIC BEACH, JUST
 AC9170'SOUTH OF THE PLANETARIUM.  NOTIFY ANN JOHNSTONE, BEACH MANAGER,
 AC9170'CHICAGO PARK DISTRICT, PHONE 312-747-2524, PRIOR TO STATION OCCUPATION
 AC9170'FOR PERMISSION TO PARK ON AN ASPHALT STRIP AT THE NORTHEAST CORNER OF
 AC9170'THE PARK.  NOTE--DO NOT PARK ON GRASS.  TO REACH FROM THE CONNECTING
 AC9170'RAMP TO NORTHBOUND U.S.  ROUTE 41, LAKE SHORE DRIVE, AT THE EAST END
 AC9170'OF INTERSTATE HIGHWAY 55, GO NORTH ON ROUTE 41 FOR ABOUT 0.1 MI (0.2
 AC9170'KM) TO A GLASS ENCLOSED OVERWALK CONNECTING EAST AND WEST MCCORMICK
 AC9170'PLACE FACILITIES. CONTINUE NORTH ON ROUTE 41 FOR 0.94 MI (1.51 KM) TO
 AC9170'MCFETRIDGE DRIVE AT SIGN ADLER PLANETARIUM.  TURN RIGHT, EAST, FOR
 AC9170'0.25 MI (0.40 KM) TO A ROAD LEFT.  TURN LEFT, NORTH, FOR 0.06 MI (0.10
 AC9170'KM) TO SOLIDARITY DRIVE.  TURN RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO A
 AC9170'STOP SIGN AND CONTINUE EAST FOR 0.15 MI (0.24 KM) TO LYNN WHITE DRIVE
 AC9170'WHICH IS THE ENTRANCE ROAD TO MEIGS FIELD.  TURN RIGHT, SOUTH, ON LYNN
 AC9170'WHITE DRIVE FOR 0.12 MI (0.19 KM) TO A PARKING LOT AT A PUBLIC BEACH
 AC9170'WITH TWIN BRICK BATHHOUSES ON THE LEFT.  TURN LEFT, EAST, INTO THE
 AC9170'PARKING LOT AND PROCEED ABOUT 50 M (164.0 FT) TO THE NORTHEAST CORNER
 AC9170'OF THE LOT AND THE STATION ABOUT 200 M (656.2 FT) AHEAD ON THE LEFT,
 AC9170'ATOP THE PROMINENT SEAWALL, 64.9 M (212.9 FT) NORTH OF THE SOUTH END
 AC9170'OF THE SEAWALL, 44.5 M (146.0 FT) EAST-NORTHEAST OF THE NORTHEAST LEG
 AC9170'OF A LIGHT TOWER WITH EIGHT LIGHTS, 27.8 M (91.2 FT) SOUTH OF THE
 AC9170'BEGINNING OF A CURVE IN THE SEAWALL LEADING AROUND THE EAST SIDE OF
 AC9170'THE PLANETARIUM, 14.6 M (47.9 FT) WEST OF THE EAST EDGE OF THE SEAWALL
 AC9170'(AT WATER EDGE) , 4.5 M (14.8 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 AC9170'CORNER OF THE TOP LEVEL OF THE SEAWALL, AND 1.8 M (5.9 FT) EAST OF THE
 AC9170'WEST EDGE OF THE SEAWALL.
 AC9170
 AC9170                          STATION RECOVERY (1997)
 AC9170
 AC9170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AC9170'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF DOWNTOWN
 AC9170'CHICAGO, 1 KM (0.60 MI) EAST-NORTHEAST OF SOLDIERS FIELD, 0.5 KM (0.30
 AC9170'MI) NORTHEAST OF MEIGS FIELD AIRPORT, AND 100 M (328.1 FT)
 AC9170'SOUTH-SOUTHEAST OF THE ADLER PLANETARIUM, IN THE TOP OF A SEAWALL
 AC9170'ALONG THE LAKE MICHIGAN COAST.  OWNERSHIP--CHICAGO PARK DISTRICT.
 AC9170'EDWARD K. UHLIR IS DIRECTOR OF RESEARCH AND PLANNING, PHONE
 AC9170'312-747-0696.  ROXANNE M. WARD IS FIRST ASSISTANT GENERAL COUNSEL,
 AC9170'JOAN FENCIK, GENERAL COUNSEL, PHONE 312-747-2671.  CONTACT ONE OF THEM
 AC9170'FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE OVERPASS AT
 AC9170'THE JUNCTION OF COMBINED INTERSTATE HIGHWAYS 90 AND 94 AND ROOSEVELT
 AC9170'ROAD (EXIT 52) ABOUT 4 KM (2.50 MI) NORTH OF THE JUNCTION OF
 AC9170'INTERSTATE HIGHWAYS 90/94 AND 55, GO EAST ON ROOSEVELT ROAD FOR 1.61
 AC9170'KM (1.00 MI) TO A PAVED CROSSROAD (MICHIGAN AVENUE) . CONTINUE AHEAD,
 AC9170'EAST, ON ROOSEVELT ROAD FOR 0.32 KM (0.20 MI) TO A PAVED CROSSROAD
 AC9170'(COLUMBUS DRIVE).  TURN RIGHT, SOUTH, ON COLUMBUS DRIVE, (IMMEDIATELY
 AC9170'GETTING INTO THE LEFT HAND LANES) FOR 0.45 KM (0.25 MI) TO A PAVED
 AC9170'ROAD LEFT (MCFETRIDGE DRIVE).  TURN LEFT, EAST, ON MCFETRIDGE DRIVE
 AC9170'FOR 0.47 KM (0.30 MI) TO A PAVED CROSSROAD (LAKESHORE DRIVE) .  TURN
 AC9170'LEFT, NORTH, ON LAKESHORE DRIVE FOR 0.16 KM (0.10 MI) TO A PAVED ROAD
 AC9170'RIGHT AND A SIGN--ADLER PLANETARIUM.  TURN RIGHT, EAST, ON THE ROAD
 AC9170'FOR 0.59 KM (0.35 MI) TO THE SOUTH SIDE OF THE PLANETARIUM AND THE
 AC9170'STATION ON THE RIGHT.  THE STATION IS SET FLUSH IN THE TOP OF A 3.5 M
 AC9170'(11.5 FT) WIDE X 8 M (26.2 FT) LONG SECTION OF SEAWALL (SECOND TIER
 AC9170'FROM THE TOP).  IT IS 44.5 M (146.0 FT) EAST-NORTHEAST OF THE
 AC9170'NORTHEAST LEG OF A LIGHT POLE WITH EIGHT LIGHTS, 27.8 M (91.2 FT)
 AC9170'SOUTH-SOUTHEAST OF THE BEGINNING OF A CURVE IN THE SEAWALL LEADING
 AC9170'AROUND THE EAST SIDE OF THE PLANETARIUM, 14.6 M (47.9 FT)
 AC9170'WEST-NORTHWEST OF THE EAST EDGE OF THE SEAWALL (AT WATERS EDGE), 4.5 M
 AC9170'(14.8 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE TOP PORTION
 AC9170'OF THE SEAWALL, 2.4 M (7.9 FT) NORTH-NORTHEAST OF THE SOUTH CORNER OF
 AC9170'THE 8 X 3.5 M (11.5 FT) PORTION OF SEAWALL, 1.8 M (5.9 FT)
 AC9170'EAST-NORTHEAST OF THE WEST EDGE, AND 1.75 M (5.74 FT) WEST-NORTHWEST
 AC9170'OF THE EAST EDGE.
 AC9170
 AC9170                          STATION RECOVERY (2000)
 AC9170
 AC9170'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RJW)
 AC9170'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION
 AC9170'
 AC9170
 AC9170                          STATION RECOVERY (2000)
 AC9170
 AC9170'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 AC9170'STATION WAS FOUND AS PREVIOUSLY DESCRIBED.  PERMISSION IS NOT
 AC9170'REQUIRED TO OCCUPY THE STATION.  HOWEVER, PARKING IS SCARCE AND
 AC9170'DRIVING ON THE GRASS IS NOT RECOMMENDED.  BE PREPARED TO PAY FOR
 AC9170'PARKING AND WALKING TO MONUMENT
 AC9170'
 AC9170
 AC9170                          STATION RECOVERY (2001)
 AC9170
 AC9170'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 AC9170'RECOVERED IN GOOD CONDITION.
 AC9170
 AC9170                          STATION RECOVERY (2001)
 AC9170
 AC9170'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AC9170'RECOVERED IN GOOD CONDITION.
 AC9170
 AC9170                          STATION RECOVERY (2002)
 AC9170
 AC9170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JK)
 AC9170'RECOVERED AS DESCRIBED
 AC9170'
 AC9170
 AC9170                          STATION RECOVERY (2003)
 AC9170
 AC9170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 AC9170'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3346 ***********************************************************************
 ME3346  DESIGNATION -  DALEY RM 1
 ME3346  PID         -  ME3346
 ME3346  STATE/COUNTY-  IL/COOK
 ME3346  USGS QUAD   -  ENGLEWOOD (1997)
 ME3346
 ME3346                         *CURRENT SURVEY CONTROL
 ME3346  ___________________________________________________________________
 ME3346* NAD 83(1986)-  41 48 37.     (N)    087 38 02.     (W)     SCALED    
 ME3346* NAVD 88     -       181.221  (meters)     594.56   (feet)  ADJUSTED  
 ME3346  ___________________________________________________________________
 ME3346  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME3346  DYNAMIC HT  -         181.159 (meters)     594.35  (feet)  COMP
 ME3346  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 ME3346
 ME3346  VERT ORDER  -  FIRST     CLASS II
 ME3346
 ME3346.The horizontal coordinates were scaled from a topographic map and have
 ME3346.an estimated accuracy of +/- 6 seconds.
 ME3346
 ME3346.The orthometric height was determined by differential leveling
 ME3346.and adjusted by the National Geodetic Survey in April 1995..
 ME3346
 ME3346.The geoid height was determined by GEOID03.
 ME3346
 ME3346.The dynamic height is computed by dividing the NAVD 88
 ME3346.geopotential number by the normal gravity value computed on the
 ME3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3346.degrees latitude (g = 980.6199 gals.).
 ME3346
 ME3346.The modeled gravity was interpolated from observed gravity values.
 ME3346
 ME3346;                    North         East    Units  Estimated Accuracy
 ME3346;SPC IL E     -   571,270.      358,120.      MT  (+/- 180 meters Scaled)
 ME3346
 ME3346                          SUPERSEDED SURVEY CONTROL
 ME3346
 ME3346  NGVD 29 (01/19/93)  181.310  (m)          594.85   (f) ADJUSTED    1 2
 ME3346
 ME3346.Superseded values are not recommended for survey control.
 ME3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3346.See file dsdata.txt to determine how the superseded data were derived.
 ME3346
 ME3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM473289(NAD 83)
 ME3346_MARKER: DR = REFERENCE MARK DISK
 ME3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3346_SP_SET: CONCRETE POST
 ME3346_STAMPING: DALEY NO 1 1977
 ME3346_MARK LOGO: NGS   
 ME3346_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3346+STABILITY: SURFACE MOTION
 ME3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3346+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME3346
 ME3346  HISTORY     - Date     Condition        Report By
 ME3346  HISTORY     - 1977     MONUMENTED       NGS
 ME3346  HISTORY     - 19920805 GOOD             NGS
 ME3346
 ME3346                          STATION DESCRIPTION
 ME3346
 ME3346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3346'IN CHICAGO, AT THE INTERSECTION OF SOUTH PRINCETON AVENUE AND WEST
 ME3346'64TH PLACE, NEAR THE SOUTHEAST CORNER OF FULLER CITY PARK, 47.5 M
 ME3346'(155.8 FT) NORTH OF THE CENTER OF THE PLACE, 46.8 M (153.5 FT)
 ME3346'NORTHEAST OF REFERENCE MARK 2, 45.4 M (148.9 FT) WEST OF THE AVENUE
 ME3346'CENTERLINE, 30.0 M (98.4 FT) NORTH OF TRIANGULATION STATION DALEY,
 ME3346'1.0 M (3.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK
 ME3346'FENCE ENCLOSING A TENNIS COURT, 0.7 M (2.3 FT) WEST OF THE FENCE, 0.2
 ME3346'M (0.7 FT) ABOVE THE LEVEL OF THE PLACE, AND THE MONUMENT IS FLUSH
 ME3346'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3347 ***********************************************************************
 ME3347  DESIGNATION -  DALEY RM 2
 ME3347  PID         -  ME3347
 ME3347  STATE/COUNTY-  IL/COOK
 ME3347  USGS QUAD   -  ENGLEWOOD (1997)
 ME3347
 ME3347                         *CURRENT SURVEY CONTROL
 ME3347  ___________________________________________________________________
 ME3347* NAD 83(1986)-  41 48 37.     (N)    087 38 02.     (W)     SCALED    
 ME3347* NAVD 88     -       181.098  (meters)     594.15   (feet)  ADJUSTED  
 ME3347  ___________________________________________________________________
 ME3347  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME3347  DYNAMIC HT  -         181.035 (meters)     593.95  (feet)  COMP
 ME3347  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 ME3347
 ME3347  VERT ORDER  -  FIRST     CLASS II
 ME3347
 ME3347.The horizontal coordinates were scaled from a topographic map and have
 ME3347.an estimated accuracy of +/- 6 seconds.
 ME3347
 ME3347.The orthometric height was determined by differential leveling
 ME3347.and adjusted by the National Geodetic Survey in April 1995..
 ME3347
 ME3347.The geoid height was determined by GEOID03.
 ME3347
 ME3347.The dynamic height is computed by dividing the NAVD 88
 ME3347.geopotential number by the normal gravity value computed on the
 ME3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3347.degrees latitude (g = 980.6199 gals.).
 ME3347
 ME3347.The modeled gravity was interpolated from observed gravity values.
 ME3347
 ME3347;                    North         East    Units  Estimated Accuracy
 ME3347;SPC IL E     -   571,270.      358,120.      MT  (+/- 180 meters Scaled)
 ME3347
 ME3347                          SUPERSEDED SURVEY CONTROL
 ME3347
 ME3347  NGVD 29 (01/19/93)  181.187  (m)          594.44   (f) ADJUSTED    1 2
 ME3347
 ME3347.Superseded values are not recommended for survey control.
 ME3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3347.See file dsdata.txt to determine how the superseded data were derived.
 ME3347
 ME3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM473289(NAD 83)
 ME3347_MARKER: DR = REFERENCE MARK DISK
 ME3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3347_SP_SET: CONCRETE POST
 ME3347_STAMPING: DALEY NO 2 1977
 ME3347_MARK LOGO: NGS   
 ME3347_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3347+STABILITY: SURFACE MOTION
 ME3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3347+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME3347
 ME3347  HISTORY     - Date     Condition        Report By
 ME3347  HISTORY     - 1977     MONUMENTED       NGS
 ME3347  HISTORY     - 19920805 GOOD             NGS
 ME3347
 ME3347                          STATION DESCRIPTION
 ME3347
 ME3347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3347'IN CHICAGO, AT THE INTERSECTION OF SOUTH PRINCETON AVENUE AND WEST
 ME3347'64TH PLACE, NEAR THE SOUTHEAST CORNER OF FULLER CITY PARK, 76.3 M
 ME3347'(250.3 FT) WEST OF THE AVENUE CENTERLINE, 46.8 M (153.5 FT) SOUTHWEST
 ME3347'OF REFERENCE MARK 1, 30.9 M (101.4 FT) WEST OF THE SOUTHWEST CORNER
 ME3347'OF A CHAIN-LINK FENCE ENCLOSING A TENNIS COURT, 27.1 M (88.9 FT) WEST
 ME3347'OF TRIANGULATION STATION DALEY, 11.8 M (38.7 FT) NORTH OF THE CENTER
 ME3347'OF THE PLACE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE PLACE, AND THE
 ME3347'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0799 ***********************************************************************
 LD0799  DESIGNATION -  DALLAS
 LD0799  PID         -  LD0799
 LD0799  STATE/COUNTY-  IL/HANCOCK
 LD0799  USGS QUAD   -  DALLAS CITY (1975)
 LD0799
 LD0799                         *CURRENT SURVEY CONTROL
 LD0799  ___________________________________________________________________
 LD0799* NAD 83(1997)-  40 37 47.75151(N)    091 10 51.00142(W)     ADJUSTED  
 LD0799* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 LD0799  ___________________________________________________________________
 LD0799  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 LD0799  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0799
 LD0799  HORZ ORDER  -  SECOND
 LD0799
 LD0799.The horizontal coordinates were established by classical geodetic methods
 LD0799.and adjusted by the National Geodetic Survey in October 1999..
 LD0799
 LD0799.The orthometric height was scaled from a topographic map.
 LD0799
 LD0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0799
 LD0799.The geoid height was determined by GEOID03.
 LD0799
 LD0799;                    North         East     Units Scale Factor Converg.
 LD0799;SPC IL W     -   440,426.142   614,201.764   MT  1.00003175   -0 39 37.6
 LD0799;SPC IL W     - 1,444,964.77  2,015,093.62   sFT  1.00003175   -0 39 37.6
 LD0799;SPC IA S     -    72,568.553   696,187.048   MT  0.99999769   +1 31 39.5
 LD0799;UTM  15      - 4,499,267.935   653,851.166   MT  0.99989136   +1 11 05.4
 LD0799
 LD0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0799!SPC IL W     -   0.99997354  x   1.00003175  =   1.00000528
 LD0799!SPC IA S     -   0.99997354  x   0.99999769  =   0.99997123
 LD0799!UTM  15      -   0.99997354  x   0.99989136  =   0.99986490
 LD0799
 LD0799:                Primary Azimuth Mark                     Grid Az
 LD0799:SPC IL W     -  WEST BURLINGTON MUNICIPAL TANK           006 08 42.4
 LD0799:SPC IA S     -  WEST BURLINGTON MUNICIPAL TANK           003 57 25.3
 LD0799:UTM  15      -  WEST BURLINGTON MUNICIPAL TANK           004 17 59.4
 LD0799
 LD0799|---------------------------------------------------------------------|
 LD0799| PID    Reference Object                     Distance      Geod. Az  |
 LD0799|                                                           dddmmss.s |
 LD0799| LD0781 WEST BURLINGTON MUNICIPAL TANK      APPROX.21.8 KM 0052904.8 |
 LD0799| LD0777 BURLINGTON ST JOHNS CATH CH         APPROX.20.6 KM 0170436.8 |
 LD0799|---------------------------------------------------------------------|
 LD0799
 LD0799                          SUPERSEDED SURVEY CONTROL
 LD0799
 LD0799  NAD 83(1997)-  40 37 47.75152(N)    091 10 51.00142(W) AD(       ) 2
 LD0799  NAD 83(1986)-  40 37 47.75962(N)    091 10 51.00306(W) AD(       ) 2
 LD0799  NAD 27      -  40 37 47.60600(N)    091 10 50.47600(W) AD(       ) 2
 LD0799
 LD0799.Superseded values are not recommended for survey control.
 LD0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0799.See file dsdata.txt to determine how the superseded data were derived.
 LD0799
 LD0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE5385199268(NAD 83)
 LD0799_MARKER: P = PIPE CAP
 LD0799_SETTING: 0 = UNSPECIFIED SETTING
 LD0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0799
 LD0799  HISTORY     - Date     Condition        Report By
 LD0799  HISTORY     - 1931     MONUMENTED       MRC
 LD0799
 LD0799                          STATION DESCRIPTION
 LD0799
 LD0799'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 LD0799'STATION IS ABOUT 1/2 MILE SOUTHWEST OF DALLAS CITY AND 8
 LD0799'MILES EAST OF FORT MADISON, ON EDGE OF BLUFF OVERLOOKING
 LD0799'THE MISSISSIPPI RIVER.
 LD0799'
 LD0799'TO REACH FROM DALLAS CITY, GO ON PAVED STATE HIGHWAY 94 WEST
 LD0799'0.7 MILE TO A DIRT ROAD LEADING SOUTH UP BLUFF TO A SMALL
 LD0799'HOUSE UNDER CONSTRUCTION, FOLLOW DIRT ROAD TO THIS HOUSE,
 LD0799'0.15 MILE TO END OF TRUCK TRAVEL, AND WALK WEST 250 YARDS
 LD0799'TO STATION, ON CREST OF FIRST KNOLL WEST OF HOUSE.
 LD0799'
 LD0799'MARK IS A 4-INCH IRON PIPE, CAPPED PROTRUDING ABOUT 6 INCHES
 LD0799'ABOVE SURFACE OF GROUND AND LOCATED IN A GRASSY PASTURE,
 LD0799'8.1 METERS SOUTHWEST OF NORTH-AND-SOUTH WIRE FENCE OVER HILL,
 LD0799'14.8 METERS WEST OF A 16-INCH STUMP IN FENCE LINE, 19.2 METERS
 LD0799'EAST-SOUTHEAST OF A 16-INCH MULBERRY TREE, AND ABOUT 1/4
 LD0799'MILE EAST-NORTHEAST OF A LARGE RED BARN AND STONE SILO.
 LD0799'
 LD0799'AZIMUTH MARK USED IS SPIRE OF ST. MARYS CATHOLIC CHURCH, FT.
 LD0799'MADISON, IOWA.
 LD0799'
 LD0799'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0494 ***********************************************************************
 LD0494  DESIGNATION -  DALLAS CITY
 LD0494  PID         -  LD0494
 LD0494  STATE/COUNTY-  IL/HANCOCK
 LD0494  USGS QUAD   -  DALLAS CITY (1975)
 LD0494
 LD0494                         *CURRENT SURVEY CONTROL
 LD0494  ___________________________________________________________________
 LD0494* NAD 83(1986)-  40 38 13.     (N)    091 10 11.     (W)     SCALED    
 LD0494* NAVD 88     -       163.707  (meters)     537.10   (feet)  ADJUSTED  
 LD0494  ___________________________________________________________________
 LD0494  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0494  DYNAMIC HT  -         163.627 (meters)     536.83  (feet)  COMP
 LD0494  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 LD0494
 LD0494  VERT ORDER  -  SECOND    CLASS 0
 LD0494
 LD0494.The horizontal coordinates were scaled from a topographic map and have
 LD0494.an estimated accuracy of +/- 6 seconds.
 LD0494
 LD0494.The orthometric height was determined by differential leveling
 LD0494.and adjusted by the National Geodetic Survey in June 1991..
 LD0494
 LD0494.The geoid height was determined by GEOID03.
 LD0494
 LD0494.The dynamic height is computed by dividing the NAVD 88
 LD0494.geopotential number by the normal gravity value computed on the
 LD0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0494.degrees latitude (g = 980.6199 gals.).
 LD0494
 LD0494.The modeled gravity was interpolated from observed gravity values.
 LD0494
 LD0494;                    North         East    Units  Estimated Accuracy
 LD0494;SPC IL W     -   441,190.      615,150.      MT  (+/- 180 meters Scaled)
 LD0494
 LD0494                          SUPERSEDED SURVEY CONTROL
 LD0494
 LD0494  NGVD 29 (??/??/92)  163.754  (m)          537.25   (f) ADJ UNCH    2 0
 LD0494
 LD0494.Superseded values are not recommended for survey control.
 LD0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0494.See file dsdata.txt to determine how the superseded data were derived.
 LD0494
 LD0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF547000(NAD 83)
 LD0494_MARKER: DB = BENCH MARK DISK
 LD0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0494_SP_SET: BUILDING
 LD0494_STAMPING: DALLAS CITY 1934
 LD0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0494
 LD0494  HISTORY     - Date     Condition        Report By
 LD0494  HISTORY     - 1934     MONUMENTED       CGS
 LD0494
 LD0494                          STATION DESCRIPTION
 LD0494
 LD0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0494'AT DALLAS CITY.
 LD0494'AT DALLAS CITY, HANCOCK COUNTY, AT THE NORTHEAST CORNER OF THE
 LD0494'CITY WATER WORKS BUILDING, 24 FEET EAST OF THE NORTH FRONT
 LD0494'ENTRANCE, IN THE FACE OF THE BRICK BUILDING, AND 2.5 FEET ABOVE
 LD0494'THE GROUND.  A STANDARD DISK, STAMPED DALLAS CITY 1934 AND SET
 LD0494'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1310 ***********************************************************************
 KB1310  DESIGNATION -  DALTON CITY MUNICIPAL TANK
 KB1310  PID         -  KB1310
 KB1310  STATE/COUNTY-  IL/MOULTRIE
 KB1310  USGS QUAD   -  DALTON CITY (1983)
 KB1310
 KB1310                         *CURRENT SURVEY CONTROL
 KB1310  ___________________________________________________________________
 KB1310* NAD 83(1997)-  39 42 43.01382(N)    088 48 20.33128(W)     ADJUSTED  
 KB1310* NAVD 88     -                                                        
 KB1310  ___________________________________________________________________
 KB1310  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 KB1310  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KB1310
 KB1310  HORZ ORDER  -  THIRD
 KB1310
 KB1310.The horizontal coordinates were established by classical geodetic methods
 KB1310.and adjusted by the National Geodetic Survey in October 1999..
 KB1310
 KB1310
 KB1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1310
 KB1310.The geoid height was determined by GEOID03.
 KB1310
 KB1310;                    North         East     Units Scale Factor Converg.
 KB1310;SPC IL E     -   338,124.852   259,499.230   MT  0.99999519   -0 18 06.4
 KB1310;SPC IL E     - 1,109,331.29    851,373.72   sFT  0.99999519   -0 18 06.4
 KB1310;UTM  16      - 4,397,345.662   345,220.026   MT  0.99989495   -1 09 14.1
 KB1310
 KB1310                          SUPERSEDED SURVEY CONTROL
 KB1310
 KB1310  NAD 83(1986)-  39 42 43.02502(N)    088 48 20.32008(W) AD(       ) 4
 KB1310  NAD 27      -  39 42 42.89668(N)    088 48 20.06954(W) AD(       ) 3
 KB1310
 KB1310.Superseded values are not recommended for survey control.
 KB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1310.See file dsdata.txt to determine how the superseded data were derived.
 KB1310
 KB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4522097346(NAD 83)
 KB1310_MARKER: 53 = ELEVATED TANK
 KB1310
 KB1310  HISTORY     - Date     Condition        Report By
 KB1310  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1310  HISTORY     - 1980     GOOD             NGS
 KB1310
 KB1310                          STATION DESCRIPTION
 KB1310
 KB1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1310'THE DALTON CITY MUNICIPAL WATER TANK IS LOCATED IN THE CENTER
 KB1310'OF DALTON CITY, JUST EAST OF THE RAILROAD TRACKS AND JUST WEST
 KB1310'OF THE INTERSECTION OF WEST FREELAND AND NORTH CHURCH STREETS.  IT
 KB1310'IS 110 FEET HIGH, SILVER IN COLOR, WITH BLACK LETTERING
 KB1310'DALTON CITY ON IT.
 KB1310
 KB1310                          STATION RECOVERY (1980)
 KB1310
 KB1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1310'THE STATION WAS RECOVERED AS
 KB1310'DESCRIBED IN 1977.
 KB1310'
 KB1310'THE STATION, DALTON CITY MUNICIPAL WATER TANK, IS THE TOP CENTER
 KB1310'OF A 4-LEGGED, 110 FEET ELEVATED WATER TANK, SILVER IN COLOR WITH
 KB1310'BLACK LETTERING (DALTON CITY) OWNED BY THE CITY.
 KB1310'
 KB1310'THE STATION IS LOCATED IN THE CENTER OF DALTON CITY, JUST WEST OF
 KB1310'THE INTERSECTION OF WEST FREELAND STREET AND NORTH CHURCH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0946 ***********************************************************************
 MF0946  DESIGNATION -  DALZELL
 MF0946  PID         -  MF0946
 MF0946  STATE/COUNTY-  IL/BUREAU
 MF0946  USGS QUAD   -  SPRING VALLEY (1979)
 MF0946
 MF0946                         *CURRENT SURVEY CONTROL
 MF0946  ___________________________________________________________________
 MF0946* NAD 83(1997)-  41 21 50.71318(N)    089 10 29.81104(W)     ADJUSTED  
 MF0946* NAVD 88     -       198.922  (meters)     652.63   (feet)  ADJUSTED  
 MF0946  ___________________________________________________________________
 MF0946  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 MF0946  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0946  DYNAMIC HT  -         198.843 (meters)     652.37  (feet)  COMP
 MF0946  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 MF0946
 MF0946  HORZ ORDER  -  SECOND
 MF0946  VERT ORDER  -  SECOND    CLASS 0
 MF0946
 MF0946.The horizontal coordinates were established by classical geodetic methods
 MF0946.and adjusted by the National Geodetic Survey in October 1999..
 MF0946
 MF0946.The orthometric height was determined by differential leveling
 MF0946.and adjusted by the National Geodetic Survey in June 1991..
 MF0946
 MF0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0946
 MF0946.The geoid height was determined by GEOID03.
 MF0946
 MF0946.The dynamic height is computed by dividing the NAVD 88
 MF0946.geopotential number by the normal gravity value computed on the
 MF0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0946.degrees latitude (g = 980.6199 gals.).
 MF0946
 MF0946.The modeled gravity was interpolated from observed gravity values.
 MF0946
 MF0946;                    North         East     Units Scale Factor Converg.
 MF0946;SPC IL W     -   521,932.278   782,973.294   MT  1.00002587   +0 39 19.5
 MF0946;SPC IL W     - 1,712,372.82  2,568,804.88   sFT  1.00002587   +0 39 19.5
 MF0946;SPC IL E     -   521,817.136   229,583.152   MT  1.00003600   -0 33 22.3
 MF0946;SPC IL E     - 1,711,995.05    753,224.06   sFT  1.00003600   -0 33 22.3
 MF0946;UTM  16      - 4,581,457.718   318,088.222   MT  1.00000727   -1 26 15.7
 MF0946
 MF0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0946!SPC IL W     -   0.99997397  x   1.00002587  =   0.99999984
 MF0946!SPC IL E     -   0.99997397  x   1.00003600  =   1.00000997
 MF0946!UTM  16      -   0.99997397  x   1.00000727  =   0.99998124
 MF0946
 MF0946|---------------------------------------------------------------------|
 MF0946| PID    Reference Object                     Distance      Geod. Az  |
 MF0946|                                                           dddmmss.s |
 MF0946| MF0948 DALZELL RM 3                          9.799 METERS 11352     |
 MF0946| MF1642 PERU ST BEDE JR COLL WTR TK         APPROX. 4.8 KM 1731441.2 |
 MF0946| MF0945 DALZELL RM 2                         14.205 METERS 18007     |
 MF0946| MF0944 DALZELL AZ MK                                      2663536.6 |
 MF0946| MF1650 LADD MUNICIPAL TANK                 APPROX. 4.1 KM 3001153.9 |
 MF0946| MF0947 DALZELL RM 1                         13.592 METERS 35648     |
 MF0946|---------------------------------------------------------------------|
 MF0946
 MF0946                          SUPERSEDED SURVEY CONTROL
 MF0946
 MF0946  NAD 83(1986)-  41 21 50.72095(N)    089 10 29.81755(W) AD(       ) 2
 MF0946  NAD 27      -  41 21 50.58830(N)    089 10 29.51360(W) AD(       ) 2
 MF0946  NGVD 29 (??/??/92)  199.000  (m)          652.89   (f) ADJ UNCH    2 0
 MF0946
 MF0946.Superseded values are not recommended for survey control.
 MF0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0946.See file dsdata.txt to determine how the superseded data were derived.
 MF0946
 MF0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1808881458(NAD 83)
 MF0946_MARKER: DS = TRIANGULATION STATION DISK
 MF0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0946_STAMPING: DALZELL 1959
 MF0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0946+STABILITY: SURFACE MOTION
 MF0946
 MF0946  HISTORY     - Date     Condition        Report By
 MF0946  HISTORY     - 1959     MONUMENTED       CGS
 MF0946  HISTORY     - 1960     GOOD             CGS
 MF0946  HISTORY     - 1960     GOOD             NGS
 MF0946  HISTORY     - 19960401 MARK NOT FOUND   USPSQD
 MF0946  HISTORY     - 20010606 POOR             USPSQD
 MF0946  HISTORY     - 20050705 POOR             USPSQD
 MF0946
 MF0946                          STATION DESCRIPTION
 MF0946
 MF0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF0946'STATION IS LOCATED ABOUT 2-1/2 MILES EAST-SOUTHEAST OF LADD,
 MF0946'5.0 MILES SOUTH-SOUTHEAST OF CHERRY, AND IN THE NORTH EDGE
 MF0946'OF THE TOWN OF DALZELL.
 MF0946'
 MF0946'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 6 AND STATE
 MF0946'HIGHWAY NO. 89, ABOUT 1.0 MILE SOUTH OF LADD, GO EAST ON
 MF0946'A GRAVELED ROAD FOR 2.0 MILES TO THE EAST ONE OF THREE CONCRETE
 MF0946'BRIDGES, CONTINUE EAST ON GRAVELED ROAD FOR 0.3 MILE TO A ROAD
 MF0946'RIGHT, (TO REACH AZIMUTH MARK TURN RIGHT AND GO SOUTH ABOUT
 MF0946'200 FEET TO MARK ON RIGHT), CONTINUE EAST ON GRAVELED ROAD
 MF0946'FOR 0.1 MILE TO A WIRE GATE ON RIGHT.  TURN RIGHT THROUGH
 MF0946'GATE AND GO SOUTH ABOUT 100 FEET TO STATION IN FENCE LINE AS
 MF0946'DESCRIBED.
 MF0946'
 MF0946'STATION MARK, A STANDARD DISK STAMPED DALZELL 1959, IS SET IN A
 MF0946'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK
 MF0946'IS 148 FEET SOUTH OF APPROXIMATE CENTER LINE OF GRAVELED
 MF0946'ROAD, 11 FEET WEST OF APPROXIMATE CENTER OF FIELD ROAD, 1.5
 MF0946'FEET EAST OF FENCE LINE AND 1.2 FEET EAST-SOUTHEAST OF WITNESS
 MF0946'POST.
 MF0946'
 MF0946'REFERENCE MARK NUMBER 1, IS STANDARD DISK STAMPED DALZELL
 MF0946'NO. 1 1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH
 MF0946'PROJECTS 1 INCH.  THE MARK IS 104 FEET SOUTH OF APPROXIMATE
 MF0946'CENTER LINE OF GRAVELED ROAD, 73 FEET SOUTH-SOUTH WEST OF
 MF0946'CENTER OF GATE, 12 FEET WEST OF FIELD ROAD AND 1 FOOT EAST OF
 MF0946'FENCE LINE.
 MF0946'
 MF0946'REFERENCE MARK NUMBER 2, IS A STANDARD DISK STAMPED DALZELL
 MF0946'NO. 2 1959, IS SET IN A 10 INCH CONCRETE POST WHICH PROJECTS 1
 MF0946'INCH.  THE MARK IS 47 FEET SOUTH OF WITNESS POST, 13 FEET
 MF0946'WEST OF CENTER OF FIELD ROAD AND 1 FOOT EAST OF FENCE LINE.
 MF0946'
 MF0946'AZIMUTH MARK, A STANDARD DISK STAMPED DALZELL 1959, IS SET
 MF0946'IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 MF0946'MARK IS 52 FEET SOUTH OF POWER POLE, 22 FEET WEST OF APPROXIMATE
 MF0946'CENTER LINE OF GRAVELED ROAD, 1.6 FEET EAST OF WITNESS POST AND
 MF0946'1 FOOT EAST OF FENCE LINE.
 MF0946'
 MF0946'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF0946
 MF0946                          STATION RECOVERY (1960)
 MF0946
 MF0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0946'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION
 MF0946'AND ALL MARKS WAS FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 MF0946'AND DIRECTION TO ALL MARKS CHECKED.
 MF0946'
 MF0946'DUE TO HIGHWAY CONSTRUCTION REFERENCE MARK 1 WAS IN NEW ROAD
 MF0946'RIGHT-OF-WAY AND WAS DESTROYED AND REFERENCE MARK 3 WAS ESTABLISHED
 MF0946'BY THIS PARTY.
 MF0946'
 MF0946'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN THE TOP OF
 MF0946'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 MF0946'SURFACE OF THE GROUND AND IS STAMPED DALZELL NO 3 1959.  THE
 MF0946'MARK IS 163 FEET SOUTH OF CENTER OF GRAVELED ROAD, 34.9 FEET
 MF0946'SOUTHEAST OF WITNESS POST AND 31 FEET EAST OF FENCE.
 MF0946'
 MF0946'THE ORIGINAL DESCRIPTION IS ADEQUATE AT THIS TIME.
 MF0946
 MF0946                          STATION RECOVERY (1960)
 MF0946
 MF0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MF0946'5.2 MI N FROM SPRING VALLEY.
 MF0946'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0946'STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 2.15 MILES EAST ALONG
 MF0946'A GRAVEL ROAD, AT THE JUNCTION WITH A BLACKTOP ROAD SOUTH, ABOUT
 MF0946'150 YARDS EAST OF THE CENTER LINE OF THE BLACKTOP ROAD SOUTH,
 MF0946'151 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 122 FEET
 MF0946'SOUTH OF A POWER POLE, 114 FEET SOUTH OF A FENCE CORNER, 2 FEET
 MF0946'EAST OF A FENCE LINE, 2.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 MF0946'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 MF0946'CONCRETE POST PROJECTING 3 INCHES.
 MF0946
 MF0946                          STATION RECOVERY (1996)
 MF0946
 MF0946'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0946'MARK NOT FOUND.
 MF0946
 MF0946                          STATION RECOVERY (2001)
 MF0946
 MF0946'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0946'STATION MONUMENT AND PIN FOUND. DISC MISSING. RM 3 FOUND IN GOOD
 MF0946'CONDITION. RM 1 NOT FOUND.
 MF0946
 MF0946                          STATION RECOVERY (2005)
 MF0946
 MF0946'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0946'DISK IS MISSING. PIN INTACT.
 MF0946'FOUND RM 3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0944 ***********************************************************************
 MF0944  DESIGNATION -  DALZELL AZ MK
 MF0944  PID         -  MF0944
 MF0944  STATE/COUNTY-  IL/BUREAU
 MF0944  USGS QUAD   -  SPRING VALLEY (1979)
 MF0944
 MF0944                         *CURRENT SURVEY CONTROL
 MF0944  ___________________________________________________________________
 MF0944* NAD 83(1986)-  41 21 50.     (N)    089 10 34.     (W)     SCALED    
 MF0944* NAVD 88     -       198.649  (meters)     651.73   (feet)  ADJUSTED  
 MF0944  ___________________________________________________________________
 MF0944  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0944  DYNAMIC HT  -         198.571 (meters)     651.48  (feet)  COMP
 MF0944  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 MF0944
 MF0944  VERT ORDER  -  SECOND    CLASS 0
 MF0944
 MF0944.The horizontal coordinates were scaled from a topographic map and have
 MF0944.an estimated accuracy of +/- 6 seconds.
 MF0944
 MF0944.The orthometric height was determined by differential leveling
 MF0944.and adjusted by the National Geodetic Survey in June 1991..
 MF0944
 MF0944.The geoid height was determined by GEOID03.
 MF0944
 MF0944.The dynamic height is computed by dividing the NAVD 88
 MF0944.geopotential number by the normal gravity value computed on the
 MF0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0944.degrees latitude (g = 980.6199 gals.).
 MF0944
 MF0944.The modeled gravity was interpolated from observed gravity values.
 MF0944
 MF0944;                    North         East    Units  Estimated Accuracy
 MF0944;SPC IL W     -   521,910.      782,880.      MT  (+/- 180 meters Scaled)
 MF0944
 MF0944                          SUPERSEDED SURVEY CONTROL
 MF0944
 MF0944  NGVD 29 (??/??/92)  198.727  (m)          651.99   (f) ADJ UNCH    2 0
 MF0944
 MF0944.Superseded values are not recommended for survey control.
 MF0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0944.See file dsdata.txt to determine how the superseded data were derived.
 MF0944
 MF0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL179814(NAD 83)
 MF0944_MARKER: DZ = AZIMUTH MARK DISK
 MF0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0944_STAMPING: DALZELL 1959
 MF0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0944+STABILITY: SURFACE MOTION
 MF0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0944+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 MF0944
 MF0944  HISTORY     - Date     Condition        Report By
 MF0944  HISTORY     - 1959     MONUMENTED       CGS
 MF0944  HISTORY     - 19960401 GOOD             USPSQD
 MF0944  HISTORY     - 20010606 MARK NOT FOUND   USPSQD
 MF0944  HISTORY     - 20050705 GOOD             USPSQD
 MF0944
 MF0944                          STATION DESCRIPTION
 MF0944
 MF0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0944'5.2 MI N FROM SPRING VALLEY.
 MF0944'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0944'STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 2.15 MILES EAST ALONG
 MF0944'A GRAVEL ROAD, AT THE JUNCTION OF A BLACKTOP ROAD SOUTH, 21 FEET
 MF0944'WEST OF THE CENTERLINE OF BLACKTOP ROAD, 185 FEET SOUTH OF THE
 MF0944'CENTERLINE OF THE GRAVEL ROAD, 2 FEET SOUTH OF THE SOUTH END
 MF0944'OF A WIRE GATE, 52 FEET SOUTH OF A POWER POLE WITH A STREET LIGHT,
 MF0944'1 FOOT EAST OF FENCE LINE, 1.6 FEET EAST OF A METAL WITNESS POST,
 MF0944'ABOUT 1 FOOT ABOVE THE LEVEL OF THE BLACKTOP ROAD, SET IN THE TOP
 MF0944'OF A CONCRETE POST PROJECTING 4 INCHES.
 MF0944
 MF0944                          STATION RECOVERY (1996)
 MF0944
 MF0944'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0944'RECOVERED IN GOOD CONDITION.
 MF0944
 MF0944                          STATION RECOVERY (2001)
 MF0944
 MF0944'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0944'MARK NOT FOUND.
 MF0944
 MF0944                          STATION RECOVERY (2005)
 MF0944
 MF0944'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0945 ***********************************************************************
 MF0945  DESIGNATION -  DALZELL RM 2
 MF0945  PID         -  MF0945
 MF0945  STATE/COUNTY-  IL/BUREAU
 MF0945  USGS QUAD   -  SPRING VALLEY (1979)
 MF0945
 MF0945                         *CURRENT SURVEY CONTROL
 MF0945  ___________________________________________________________________
 MF0945* NAD 83(1986)-  41 21 50.     (N)    089 10 29.     (W)     SCALED    
 MF0945* NAVD 88     -       198.547  (meters)     651.40   (feet)  ADJUSTED  
 MF0945  ___________________________________________________________________
 MF0945  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0945  DYNAMIC HT  -         198.469 (meters)     651.14  (feet)  COMP
 MF0945  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 MF0945
 MF0945  VERT ORDER  -  SECOND    CLASS 0
 MF0945
 MF0945.The horizontal coordinates were scaled from a topographic map and have
 MF0945.an estimated accuracy of +/- 6 seconds.
 MF0945
 MF0945.The orthometric height was determined by differential leveling
 MF0945.and adjusted by the National Geodetic Survey in June 1991..
 MF0945
 MF0945.The geoid height was determined by GEOID03.
 MF0945
 MF0945.The dynamic height is computed by dividing the NAVD 88
 MF0945.geopotential number by the normal gravity value computed on the
 MF0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0945.degrees latitude (g = 980.6199 gals.).
 MF0945
 MF0945.The modeled gravity was interpolated from observed gravity values.
 MF0945
 MF0945;                    North         East    Units  Estimated Accuracy
 MF0945;SPC IL W     -   521,910.      782,990.      MT  (+/- 180 meters Scaled)
 MF0945
 MF0945                          SUPERSEDED SURVEY CONTROL
 MF0945
 MF0945  NGVD 29 (??/??/92)  198.625  (m)          651.66   (f) ADJ UNCH    2 0
 MF0945
 MF0945.Superseded values are not recommended for survey control.
 MF0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0945.See file dsdata.txt to determine how the superseded data were derived.
 MF0945
 MF0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL181814(NAD 83)
 MF0945_MARKER: DR = REFERENCE MARK DISK
 MF0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0945_STAMPING: DALZELL NO 2 1959
 MF0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0945+STABILITY: SURFACE MOTION
 MF0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0945+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 MF0945
 MF0945  HISTORY     - Date     Condition        Report By
 MF0945  HISTORY     - 1959     MONUMENTED       CGS
 MF0945  HISTORY     - 1960     GOOD             NGS
 MF0945  HISTORY     - 19960401 GOOD             USPSQD
 MF0945  HISTORY     - 20010606 GOOD             USPSQD
 MF0945  HISTORY     - 20050705 GOOD             USPSQD
 MF0945
 MF0945                          STATION DESCRIPTION
 MF0945
 MF0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0945'5.2 MI N FROM SPRING VALLEY.
 MF0945'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0945'STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 2.15 MILES EAST ALONG
 MF0945'A GRAVEL ROAD, AT THE JUNCTION OF A BLACKTOP ROAD SOUTH, ABOUT
 MF0945'150 YARDS EAST OF THE CENTER LINE OF THE BLACKTOP ROAD SOUTH,
 MF0945'199 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 169 FEET
 MF0945'SOUTH OF A POWER POLE, 160 FEET SOUTH OF A FENCE CORNER, 0.5 FEET
 MF0945'EAST OF THE FENCE LINE, 46.6 FEET SOUTH OF TRIANGULATION STATION
 MF0945'DALZELL, 47.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 MF0945'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF0945'2 INCHES.
 MF0945
 MF0945                          STATION RECOVERY (1996)
 MF0945
 MF0945'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0945'RECOVERED IN GOOD CONDITION.
 MF0945
 MF0945                          STATION RECOVERY (2001)
 MF0945
 MF0945'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0945'RECOVERED IN GOOD CONDITION.
 MF0945
 MF0945                          STATION RECOVERY (2005)
 MF0945
 MF0945'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0948 ***********************************************************************
 MF0948  DESIGNATION -  DALZELL RM 3
 MF0948  PID         -  MF0948
 MF0948  STATE/COUNTY-  IL/BUREAU
 MF0948  USGS QUAD   -  SPRING VALLEY (1979)
 MF0948
 MF0948                         *CURRENT SURVEY CONTROL
 MF0948  ___________________________________________________________________
 MF0948* NAD 83(1986)-  41 21 50.     (N)    089 10 29.     (W)     SCALED    
 MF0948* NAVD 88     -       198.43   (meters)     651.0    (feet)  RESET     
 MF0948  ___________________________________________________________________
 MF0948  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0948
 MF0948  VERT ORDER  -  THIRD
 MF0948
 MF0948.The horizontal coordinates were scaled from a topographic map and have
 MF0948.an estimated accuracy of +/- 6 seconds.
 MF0948
 MF0948.The orthometric height was computed from unverified reset data.
 MF0948
 MF0948.The geoid height was determined by GEOID03.
 MF0948
 MF0948;                    North         East    Units  Estimated Accuracy
 MF0948;SPC IL W     -   521,910.      782,990.      MT  (+/- 180 meters Scaled)
 MF0948
 MF0948                          SUPERSEDED SURVEY CONTROL
 MF0948
 MF0948.No superseded survey control is available for this station.
 MF0948
 MF0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL181814(NAD 83)
 MF0948_MARKER: DR = REFERENCE MARK DISK
 MF0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0948_STAMPING: DALZELL NO 3 1960
 MF0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0948+STABILITY: SURFACE MOTION
 MF0948
 MF0948  HISTORY     - Date     Condition        Report By
 MF0948  HISTORY     - 1960     MONUMENTED       CGS
 MF0948
 MF0948                          STATION DESCRIPTION
 MF0948
 MF0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0948'5.2 MI N FROM SPRING VALLEY.
 MF0948'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MF0948'WITH STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 2.15 MILES EAST
 MF0948'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A BLACKTOP ROAD SOUTH,
 MF0948'ABOUT 150 YARDS EAST OF THE CENTER LINE OF THE BLACKTOP ROAD SOUTH,
 MF0948'163 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 30 FEET EAST OF A
 MF0948'FENCE LINE, 135 FEET SOUTH SOUTHEAST OF A POWER POLE, 127 FEET
 MF0948'SOUTH SOUTHEAST OF A FENCE CORNER, 32.1 FEET EAST SOUTHEAST OF
 MF0948'TRIANGULATION STATION DALZELL, 34.9 FEET EAST SOUTHEAST OF A
 MF0948'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 MF0948'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1542 ***********************************************************************
 NH1542  DESIGNATION -  DAMASCUS
 NH1542  PID         -  NH1542
 NH1542  STATE/COUNTY-  IL/STEPHENSON
 NH1542  USGS QUAD   -  FREEPORT WEST (1978)
 NH1542
 NH1542                         *CURRENT SURVEY CONTROL
 NH1542  ___________________________________________________________________
 NH1542* NAD 83(1997)-  42 21 28.56536(N)    089 44 10.86229(W)     ADJUSTED  
 NH1542* NAVD 88     -       272.5    (meters)     894.     (feet)  GPS OBS   
 NH1542  ___________________________________________________________________
 NH1542  X           -      21,721.446 (meters)                     COMP
 NH1542  Y           -  -4,720,430.154 (meters)                     COMP
 NH1542  Z           -   4,275,227.819 (meters)                     COMP
 NH1542  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NH1542  ELLIP HEIGHT-         239.17  (meters)          (12/06/04) GPS OBS
 NH1542  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH1542
 NH1542  HORZ ORDER  -  FIRST
 NH1542  ELLP ORDER  -  FOURTH    CLASS I
 NH1542
 NH1542.The horizontal coordinates were established by GPS observations
 NH1542.and adjusted by the National Geodetic Survey in September 1998..
 NH1542
 NH1542.The orthometric height was determined by GPS observations and a
 NH1542.high-resolution geoid model.
 NH1542
 NH1542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1542
 NH1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1542
 NH1542.The ellipsoidal height was determined by GPS observations
 NH1542.and is referenced to NAD 83.
 NH1542
 NH1542.The geoid height was determined by GEOID03.
 NH1542
 NH1542;                    North         East     Units Scale Factor Converg.
 NH1542;SPC IL W     -   631,928.176   735,449.462   MT  0.99995663   +0 17 23.8
 NH1542;SPC IL W     - 2,073,251.02  2,412,887.11   sFT  0.99995663   +0 17 23.8
 NH1542;UTM  16      - 4,693,145.658   274,648.341   MT  1.00022488   -1 50 39.9
 NH1542
 NH1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1542!SPC IL W     -   0.99996249  x   0.99995663  =   0.99991912
 NH1542!UTM  16      -   0.99996249  x   1.00022488  =   1.00018736
 NH1542
 NH1542|---------------------------------------------------------------------|
 NH1542| PID    Reference Object                     Distance      Geod. Az  |
 NH1542|                                                           dddmmss.s |
 NH1542| CI8499 DAMASCUS RM 1                        21.189 METERS 05014     |
 NH1542| CI8497 DAMASCUS AZ MK                                     0542421.2 |
 NH1542| CI8498 DAMASCUS AZ MK RESET                               0883644.5 |
 NH1542| NH1529 FREEPORT STOVER MFG CO STACK        APPROX.11.8 KM 1192111.8 |
 NH1542| NH1528 FREEPORT ILL CEN RR SHOPS STK       APPROX.12.9 KM 1224813.5 |
 NH1542| NH1536 FREEPORT ARCADE MFG CO STACK        APPROX.13.5 KM 1225104.6 |
 NH1542| NH1534 FREEPORT FIRST PRESB CH SPIRE       APPROX.11.5 KM 1255300.0 |
 NH1542| NH1531 FREEPORT ST JOSEPHS CH SPIRE        APPROX.11.9 KM 1262850.7 |
 NH1542| NH1537 FREEPORT ST JOHNS EVANG CH          APPROX.12.3 KM 1264602.2 |
 NH1542| NH1532 FREEPORT ST VIN ORPHANAGE STK       APPROX.13.5 KM 1272426.3 |
 NH1542| NH1541 FREEPORT MUNICIPAL TANK             APPROX.10.8 KM 1302134.4 |
 NH1542| NH1566 LENA WATERWORKS TANK                APPROX. 8.0 KM 2880805.4 |
 NH1542| NH1565 LENA ST JOSEPH CH TOWER             APPROX. 7.9 KM 2894852.2 |
 NH1542| CI8500 DAMASCUS RM 2                        19.843 METERS 31222     |
 NH1542|---------------------------------------------------------------------|
 NH1542
 NH1542                          SUPERSEDED SURVEY CONTROL
 NH1542
 NH1542  ELLIP H (09/15/98)  239.24   (m)                       GP(       ) 3 1
 NH1542  NAD 83(1997)-  42 21 28.56643(N)    089 44 10.86197(W) AD(       ) 1
 NH1542  NAD 83(1986)-  42 21 28.56536(N)    089 44 10.86038(W) AD(       ) 1
 NH1542  NAD 27      -  42 21 28.50700(N)    089 44 10.43900(W) AD(       ) 1
 NH1542
 NH1542.Superseded values are not recommended for survey control.
 NH1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1542.See file dsdata.txt to determine how the superseded data were derived.
 NH1542
 NH1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7464893146(NAD 83)
 NH1542_MARKER: DS = TRIANGULATION STATION DISK
 NH1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1542_PROJECTION: FLUSH
 NH1542_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NH1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1542+STABILITY: SURFACE MOTION
 NH1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1542+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1996
 NH1542
 NH1542  HISTORY     - Date     Condition        Report By
 NH1542  HISTORY     - 1935     MONUMENTED       ILGS
 NH1542  HISTORY     - 1969     GOOD             CGS
 NH1542  HISTORY     - 1969     GOOD             ILDT
 NH1542  HISTORY     - 1972     GOOD             NGS
 NH1542  HISTORY     - 19960816 GOOD             SECI
 NH1542  HISTORY     - 19960919 GOOD             USPSQD
 NH1542  HISTORY     - 20011219 GOOD             USPSQD
 NH1542
 NH1542                          STATION DESCRIPTION
 NH1542
 NH1542'DESCRIBED BY ILLINOIS GEODETIC SURVEY 1935 (CAS)
 NH1542'THIS STATION IS ABOUT 7 MILES NORTHWEST OF FREEPORT, AND
 NH1542'5-1/2 MILES WEST SOUTHWEST OF CEDARVILLE.  IN THE NORTH CENTRAL
 NH1542'PART OF SECTION 7 T 27 N R 7 E.  ON THE RIGHT-OF-WAY OF AN
 NH1542'EAST-WEST ROAD.  THE MARK IS 1/2 FOOT NORTH OF THE SOUTH
 NH1542'RIGHT-OF-WAY FENCE AT THE HIGHEST POINT OF THE HILL OVER WHICH
 NH1542'THE ROAD PASSES.  42 FEET WEST OF A 20-INCH OAK TREE IN THE
 NH1542'SOUTH RIGHT-OF-WAY FENCE LINE.  41 FEET SOUTH OF TELEGRAPH POLE
 NH1542'5370.  21 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  AND
 NH1542'PROJECTS 3 INCHES.
 NH1542'
 NH1542'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1542'TABLETS SET IN CONCRETE.
 NH1542'
 NH1542'REFERENCE MARK 1 IS NORTHEAST OF THE STATION.  1/2 FOOT SOUTH
 NH1542'OF THE NORTH RIGHT-OF-WAY FENCE.  45 FEET NORTH OF THE OAK.
 NH1542'101.59 FEET EAST OF REFERENCE MARK 2.  AND PROJECTS 3 INCHES.
 NH1542'
 NH1542'REFERENCE MARK 2 IS NORTHWEST OF THE STATION.  1/2 FOOT SOUTH OF
 NH1542'THE NORTH RIGHT-OF-WAY FENCE.  16 YARDS WEST OF THE TELEGRAPH
 NH1542'POLE.  AND PROJECTS 3 INCHES.
 NH1542'
 NH1542'THE AZIMUTH MARK IS NORTHEAST OF THE STATION.  1 FOOT WEST OF
 NH1542'THE EAST RIGHT-OF-WAY FENCE OF A NORTH-SOUTH ROAD.  80 YARDS
 NH1542'NORTHEAST OF THE NORTHERLY OF TWO BARNS.  0.2 MILE NORTH OF A
 NH1542'CROSSROADS.  AND PROJECTS 1 INCH.
 NH1542'
 NH1542'U.S.C. AND G.S. AND S.S. LOCAL CONTROL STATION 2-4, 1934 IS 2.3
 NH1542'MILES EAST AND 1 MILE NORTH (BY ROAD) OF THE STATION.  100
 NH1542'FEET EAST OF ROAD TO THE SOUTH (CROSSROADS IS JOGGED AT THIS
 NH1542'POINT).  75 FEET SOUTHEAST OF A HOUSE.  45 FEET NORTH OF THE
 NH1542'CENTERLINE OF EAST-WEST ROAD.  THE MARK IS A STANDARD U.S.C.
 NH1542'AND G.S. AND S.S. DISC SET IN THE CENTER OF THE TOP OF A
 NH1542'6 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 NH1542'
 NH1542'TO REACH FROM CEDARVILLE, GO WEST 3.0 MILES TO THE LOCAL CONTROL
 NH1542'STATION.  CONTINUE WEST 2.0 MILES, TURN SOUTH, GO 1.0 MILE,
 NH1542'TURN WEST AND GO 0.3 MILE TO THE TOP OF THE HILL AND THE
 NH1542'STATION.
 NH1542'
 NH1542'LIGHTS 100 FEET ABOVE HOWE, VOGHT, TAYLOR, FREEPORT, STUKENBERG,
 NH1542'AND JANSSEN ARE VISIBLE FROM THE GROUND AT THE STATION.
 NH1542
 NH1542                          STATION RECOVERY (1969)
 NH1542
 NH1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NH1542'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NH1542'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND
 NH1542'AND IS ASSUMED TO HAVE BEEN DESTROYED BY ROAD GRADING.  A NEW
 NH1542'AZIMUTH MARK WAS SET.  THE DISTANCE TO THE REFERENCE MARKS
 NH1542'CHECKED BUT THE DIRECTION TO REFERENCE MARK 2 WAS FOUND IN
 NH1542'ERROR.  A NEW DESCRIPTION FOLLOWS--
 NH1542'
 NH1542'ABOUT 5-1/2 MILES SOUTHWEST OF CEDARVILLE, 1 FOOT NORTH OF
 NH1542'A FENCE, 2 FEET WEST OF A METAL WITNESS POST, 22 FEET SOUTH OF
 NH1542'THE CENTERLINE OF GRAVEL ROAD, 94 FEET WEST OF A 30 INCH WILD
 NH1542'CHERRY TREE AND 15 FEET EAST OF A 6 INCH ELM TREE.  THE MONUMENT
 NH1542'PROJECTS 2 INCHES AND THE DISK IS STAMPED DAMASCUS 1935.
 NH1542'
 NH1542'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON AND
 NH1542'STEPHENSON STREETS IN THE CENTER OF CEDARVILLE, GO WEST ON
 NH1542'WASHINGTON STREET WHICH BECOMES CEDARVILLE ROAD FOR 3.0 MILES
 NH1542'TO A CROSSROAD AND U.S.C. AND G.S. AND SS 24 RESET 1957 ON
 NH1542'THE RIGHT.  CONTINUE WEST ON THE ROAD FOR 2.0 MILES TO A SIDE
 NH1542'ROAD LEFT.  TURN LEFT AND GO SOUTH ON FLANSBURG RD. FOR 1.0
 NH1542'MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON WAGNER RD. FOR
 NH1542'0.3 MILE TO THE STATION ON THE LEFT AT THE TOP OF A SLIGHT
 NH1542'GRADE.
 NH1542'
 NH1542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON WAGNER
 NH1542'RD. FOR 0.85 MILE TO THE MARK ON THE LEFT.
 NH1542'
 NH1542'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 24 FEET NORTH OF THE
 NH1542'CENTERLINE OF THE ROAD AND 62 FEET NORTHWEST OF THE CHERRY
 NH1542'TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NH1542'DAMASCUS NO 1 1935.
 NH1542'
 NH1542'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE FENCE AND 24 FEET
 NH1542'NORTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS
 NH1542'2 INCHES AND THE DISK IS STAMPED DAMASCUS NO 2 1935.
 NH1542'
 NH1542'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 1
 NH1542'FOOT SOUTH OF A FENCE, 2 FEET SOUTHWEST OF A FENCE CORNER, 28
 NH1542'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 36 FEET WEST OF
 NH1542'A 24 INCH WILD CHERRY TREE.  THE MONUMENT PROJECTS 4 INCHES
 NH1542'AND THE DISK IS STAMPED DAMASCUS 1935 1969.
 NH1542'
 NH1542'NOTE--U.S.C. AND G.S. AND SS 24 1934 WAS FOUND TO HAVE BEEN
 NH1542'RESET.  IT IS A STANDARD USC AND GS AND STATE SURVEY DISK SET
 NH1542'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 FOOT,
 NH1542'43 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A
 NH1542'POWER POLE, 56 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NH1542'HOUSE AND 22 FEET WEST OF A FENCE CORNER.  THE DISK IS STAMPED
 NH1542'NO 24 RESET 1957.
 NH1542'
 NH1542'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1542'
 NH1542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4
 NH1542'MILES SOUTHEAST OF LENA
 NH1542
 NH1542                          STATION RECOVERY (1969)
 NH1542
 NH1542'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 (DEW)
 NH1542'DAMASCUS 1935-GOOD DESCRIPTION - SEE NOTE
 NH1542'
 NH1542'DAMASCUS NO 1 1935-GOOD DESCRIPTION - SEE NOTE
 NH1542'
 NH1542'DAMASCUS NO 2 1935-GOOD DESCRIPTION - SEE NOTE
 NH1542'
 NH1542'DAMASCUS 1935 AZ MK-DESTROYED DISK NOT RECOVERED SEE NOTE
 NH1542'
 NH1542'NOTE--STA. DESCRIPTION, OAK TREE AND TELE LINE HAVE BEEN
 NH1542'REMOVED.  A NEW WITNESS WAS SET, AND A NEW TIE MEASURED.
 NH1542'STATION IS 33.8 FEET EAST OF 16 INCH WILD CHERRY TREE IN SOUTH
 NH1542'R.O.W. FENCE AND 2 FEET WEST OF WITNESS POST.  R.M. NO. 1 IS 97.8
 NH1542'FEET NORTHWEST OF 16 INCH WILD CHERRY TREE AND 68.0 FEET NORTHEAST
 NH1542'OF WITNESS POST.  R.M. NO. 2 IS 45.3 FEET NORTH NORTHWEST OF 16
 NH1542'INCH WILD CHERRY TREE AND 62.0 NORTHWEST OF WITNESS POST.
 NH1542
 NH1542                          STATION RECOVERY (1972)
 NH1542
 NH1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NH1542'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND AS
 NH1542'DESCRIBED AND IN GOOD CONDITION.  THE 1969 AZIMUTH MARK WAS FOUND
 NH1542'IN GOOD CONDITION.  THE 1969 RECOVERY NOTE IS GOOD.
 NH1542'
 NH1542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 NH1542'SOUTH OF LENA
 NH1542
 NH1542                          STATION RECOVERY (1996)
 NH1542
 NH1542'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1542'RECOVERED AS DESCRIBED EXCEPT THAT THE 16-IN WILD CHERRY TREE IS NO
 NH1542'LONGER THERE.  THE STATION IS LOCATED 194 FT (59.1 M) SOUTHEAST OF A
 NH1542'POWER POLE, AND 48 FT (14.6 M) SOUTHWEST OF A POWER POLE.  NOTES--ALL
 NH1542'PREVIOUS TIES WERE RECOVERED IN GOOD CONDITION.
 NH1542
 NH1542                          STATION RECOVERY (1996)
 NH1542
 NH1542'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1542'RECOVERED IN GOOD CONDITION.
 NH1542
 NH1542                          STATION RECOVERY (2001)
 NH1542
 NH1542'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1542'AZIMUTH MARK WAS FOUND. RM 1 WAS NOT FOUND. RM 2 WAS FOUND IN POOR
 NH1542'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1951 ***********************************************************************
 JB1951  DESIGNATION -  DAMIANSVILLE CHURCH SPIRE
 JB1951  PID         -  JB1951
 JB1951  STATE/COUNTY-  IL/CLINTON
 JB1951  USGS QUAD   -  BREESE (1981)
 JB1951
 JB1951                         *CURRENT SURVEY CONTROL
 JB1951  ___________________________________________________________________
 JB1951* NAD 83(1997)-  38 30 35.89264(N)    089 37 24.83371(W)     ADJUSTED  
 JB1951* NAVD 88     -                                                        
 JB1951  ___________________________________________________________________
 JB1951  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 JB1951  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JB1951
 JB1951  HORZ ORDER  -  THIRD
 JB1951
 JB1951.The horizontal coordinates were established by classical geodetic methods
 JB1951.and adjusted by the National Geodetic Survey in October 1999..
 JB1951
 JB1951
 JB1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1951
 JB1951.The geoid height was determined by GEOID03.
 JB1951
 JB1951;                    North         East     Units Scale Factor Converg.
 JB1951;SPC IL W     -   204,713.658   747,367.111   MT  0.99996880   +0 20 17.4
 JB1951;SPC IL W     -   671,631.39  2,451,986.93   sFT  0.99996880   +0 20 17.4
 JB1951;UTM  16      - 4,265,662.052   271,244.121   MT  1.00024447   -1 38 03.4
 JB1951
 JB1951                          SUPERSEDED SURVEY CONTROL
 JB1951
 JB1951  NAD 83(1986)-  38 30 35.90960(N)    089 37 24.83076(W) AD(       ) 4
 JB1951  NAD 27      -  38 30 35.73600(N)    089 37 24.50300(W) AD(       ) 3
 JB1951
 JB1951.Superseded values are not recommended for survey control.
 JB1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1951.See file dsdata.txt to determine how the superseded data were derived.
 JB1951
 JB1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7124465662(NAD 83)
 JB1951_MARKER: 90 = CHURCH SPIRE
 JB1951
 JB1951  HISTORY     - Date     Condition        Report By
 JB1951  HISTORY     - 1880     FIRST OBSERVED   CGS
 JB1951
 JB1951                          STATION DESCRIPTION
 JB1951
 JB1951'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1465 ***********************************************************************
 MF1465  DESIGNATION -  DAN
 MF1465  PID         -  MF1465
 MF1465  STATE/COUNTY-  IL/LA SALLE
 MF1465  USGS QUAD   -  OTTAWA (1994)
 MF1465
 MF1465                         *CURRENT SURVEY CONTROL
 MF1465  ___________________________________________________________________
 MF1465* NAD 83(1997)-  41 22 05.65880(N)    088 47 14.11077(W)     ADJUSTED  
 MF1465* NAVD 88     -       182.2    (meters)     598.     (feet)  GPS OBS   
 MF1465  ___________________________________________________________________
 MF1465  X           -     101,459.500 (meters)                     COMP
 MF1465  Y           -  -4,792,700.316 (meters)                     COMP
 MF1465  Z           -   4,193,299.788 (meters)                     COMP
 MF1465  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 MF1465  ELLIP HEIGHT-         149.32  (meters)          (02/03/05) GPS OBS
 MF1465  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MF1465
 MF1465  HORZ ORDER  -  FIRST
 MF1465  ELLP ORDER  -  FOURTH    CLASS II
 MF1465
 MF1465.The horizontal coordinates were established by GPS observations
 MF1465.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF1465
 MF1465.The orthometric height was determined by GPS observations and a
 MF1465.high-resolution geoid model.
 MF1465
 MF1465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1465
 MF1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1465
 MF1465.The ellipsoidal height was determined by GPS observations
 MF1465.and is referenced to NAD 83.
 MF1465
 MF1465.The geoid height was determined by GEOID03.
 MF1465
 MF1465;                    North         East     Units Scale Factor Converg.
 MF1465;SPC IL E     -   522,035.838   262,023.626   MT  0.99999274   -0 17 60.0
 MF1465;SPC IL E     - 1,712,712.58    859,655.85   sFT  0.99999274   -0 17 60.0
 MF1465;UTM  16      - 4,581,177.365   350,525.845   MT  0.99987497   -1 10 53.1
 MF1465
 MF1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1465!SPC IL E     -   0.99997658  x   0.99999274  =   0.99996932
 MF1465!UTM  16      -   0.99997658  x   0.99987497  =   0.99985155
 MF1465
 MF1465|---------------------------------------------------------------------|
 MF1465| PID    Reference Object                     Distance      Geod. Az  |
 MF1465|                                                           dddmmss.s |
 MF1465| CI6881 DAN RM 1                             26.523 METERS 02447     |
 MF1465| CI6882 DAN RM 2                             24.164 METERS 07456     |
 MF1465| CI6880 DAN AZ MK                                          2232659.9 |
 MF1465|---------------------------------------------------------------------|
 MF1465
 MF1465                          SUPERSEDED SURVEY CONTROL
 MF1465
 MF1465  ELLIP H (03/04/03)  149.33   (m)                       GP(       ) 4 2
 MF1465  NAD 83(1997)-  41 22 05.65968(N)    088 47 14.11052(W) AD(       ) 3
 MF1465  NAD 83(1986)-  41 22 05.66545(N)    088 47 14.11968(W) AD(       ) 3
 MF1465  NAD 27      -  41 22 05.54580(N)    088 47 13.84360(W) AD(       ) 3
 MF1465
 MF1465.Superseded values are not recommended for survey control.
 MF1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1465.See file dsdata.txt to determine how the superseded data were derived.
 MF1465
 MF1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5052681177(NAD 83)
 MF1465_MARKER: DS = TRIANGULATION STATION DISK
 MF1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1465+STABILITY: SURFACE MOTION
 MF1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1465+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 MF1465
 MF1465  HISTORY     - Date     Condition        Report By
 MF1465  HISTORY     - 1954     MONUMENTED       CGS
 MF1465  HISTORY     - 19970820 GOOD             USPSQD
 MF1465  HISTORY     - 19980706 GOOD             USPSQD
 MF1465  HISTORY     - 200205   GOOD             ASCPC
 MF1465  HISTORY     - 20020907 GOOD             USPSQD
 MF1465
 MF1465                          STATION DESCRIPTION
 MF1465
 MF1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1465'STATION IS LOCATED IN THE SOUTH ANGLE OF THE INTERSECTION OF
 MF1465'STATE HIGHWAY 71 AND A PAVED ROAD ABOUT 3-1/3 MILES NORTHEAST
 MF1465'OF OTTAWA.  IT IS 74 FEET SOUTHEAST OF THE CENTER OF THE
 MF1465'INTERSECTION, 48 FEET EAST OF THE SOUTHEAST END OF A CULVERT
 MF1465'AND 10 FEET NORTHWEST OF A WHITE WITNESS POST AND FENCE.  THE
 MF1465'MARK IS FLUSH AND THE DISK IS STAMPED DAN 1954.
 MF1465'
 MF1465'REFERENCE MARK NO. 1 IS 53 FEET SOUTHEAST OF THE CENTER OF THE
 MF1465'HIGHWAY, 30 FEET NORTH OF THE CENTER OF THE PAVED ROAD AND 20
 MF1465'FEET EAST OF THE NORTH END OF A CULVERT.  THE MARK IS FLUSH
 MF1465'AND THE DISK IS STAMPED DAN NO 1 1954.
 MF1465'
 MF1465'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF THE
 MF1465'PAVED ROAD, 10 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF
 MF1465'A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED DAN NO 2
 MF1465'1954.
 MF1465'
 MF1465'AZIMUTH MARK 65 FEET NORTHWEST OF THE CENTER OF HIGHWAY 71, 60
 MF1465'FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 2 FEET NORTHEAST
 MF1465'OF A POWER POLE, 1 FOOT SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 MF1465'SOUTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1465'DAN 1954.
 MF1465'
 MF1465'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 MF1465'STATE HIGHWAY 71, 2 MILES EAST OF OTTAWA, GO NORTHEAST ON
 MF1465'HIGHWAY 71 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 MF1465'DESCRIBED.  CONTINUE NORTHEAST ON THE HIGHWAY FOR 0.3 MILE TO A
 MF1465'PAVED ROAD RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 MF1465'
 MF1465'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1465
 MF1465                          STATION RECOVERY (1997)
 MF1465
 MF1465'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1465'RECOVERED IN GOOD CONDITION.
 MF1465
 MF1465                          STATION RECOVERY (1998)
 MF1465
 MF1465'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1465'RECOVERED IN GOOD CONDITION.
 MF1465
 MF1465                          STATION RECOVERY (2002)
 MF1465
 MF1465'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1465'RECOVERED AS DESCRIBED
 MF1465' 
 MF1465'
 MF1465
 MF1465                          STATION RECOVERY (2002)
 MF1465
 MF1465'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1465'REFERENCE MARKS 1 AND 2 WERE NOT FOUND.
 MF1465'THE AZIMUTH WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0971 ***********************************************************************
 LC0971  DESIGNATION -  DAN 2
 LC0971  PID         -  LC0971
 LC0971  STATE/COUNTY-  IL/MCLEAN
 LC0971  USGS QUAD   -  NORMAL WEST (1995)
 LC0971
 LC0971                         *CURRENT SURVEY CONTROL
 LC0971  ___________________________________________________________________
 LC0971* NAD 83(1997)-  40 32 45.76127(N)    089 05 28.16146(W)     ADJUSTED  
 LC0971* NAVD 88     -       245.88   (meters)     806.7    (feet)  RESET     
 LC0971  ___________________________________________________________________
 LC0971  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 LC0971  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0971
 LC0971  HORZ ORDER  -  THIRD
 LC0971  VERT ORDER  -  THIRD
 LC0971
 LC0971.The horizontal coordinates were established by classical geodetic methods
 LC0971.and adjusted by the National Geodetic Survey in October 1999..
 LC0971.No horizontal observational check was made to the station.
 LC0971
 LC0971.The orthometric height was computed from unverified reset data.
 LC0971
 LC0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0971
 LC0971.The geoid height was determined by GEOID03.
 LC0971
 LC0971;                    North         East     Units Scale Factor Converg.
 LC0971;SPC IL E     -   430,907.526   235,806.323   MT  1.00002570   -0 29 33.5
 LC0971;SPC IL E     - 1,413,735.77    773,641.24   sFT  1.00002570   -0 29 33.5
 LC0971;SPC IL W     -   431,172.848   791,101.756   MT  1.00004330   +0 41 57.1
 LC0971;SPC IL W     - 1,414,606.25  2,595,473.01   sFT  1.00004330   +0 41 57.1
 LC0971;UTM  16      - 4,490,466.845   322,923.326   MT  0.99998598   -1 21 35.0
 LC0971
 LC0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0971!SPC IL E     -   0.99996648  x   1.00002570  =   0.99999217
 LC0971!SPC IL W     -   0.99996648  x   1.00004330  =   1.00000977
 LC0971!UTM  16      -   0.99996648  x   0.99998598  =   0.99995246
 LC0971
 LC0971|---------------------------------------------------------------------|
 LC0971| PID    Reference Object                     Distance      Geod. Az  |
 LC0971|                                                           dddmmss.s |
 LC0971| LC0972 DAN RM 1                             21.010 METERS 00146     |
 LC0971| LC0970 DAN                                   7.160 METERS 00650     |
 LC0971| LC0968 DAN AZ MK                                          2705853.4 |
 LC0971| LC0969 DAN 2 RM 3                           14.054 METERS 27635     |
 LC0971|---------------------------------------------------------------------|
 LC0971
 LC0971                          SUPERSEDED SURVEY CONTROL
 LC0971
 LC0971  NAD 83(1986)-  40 32 45.77473(N)    089 05 28.16261(W) AD(       ) 3
 LC0971  NAD 27      -  40 32 45.64260(N)    089 05 27.87780(W) AD(       ) 3
 LC0971  NGVD 29 (07/19/86)  245.94   (m)          806.9    (f) LEVELING    3  
 LC0971
 LC0971.Superseded values are not recommended for survey control.
 LC0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0971.See file dsdata.txt to determine how the superseded data were derived.
 LC0971
 LC0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2292390467(NAD 83)
 LC0971_MARKER: DS = TRIANGULATION STATION DISK
 LC0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0971_STAMPING: DAN 2 1965
 LC0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0971+STABILITY: SURFACE MOTION
 LC0971
 LC0971  HISTORY     - Date     Condition        Report By
 LC0971  HISTORY     - 1965     MONUMENTED       CGS
 LC0971  HISTORY     - 1965     GOOD             CGS
 LC0971  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0971
 LC0971                          STATION DESCRIPTION
 LC0971
 LC0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LC0971'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF DANVERS,
 LC0971'3-1/4 MILES SOUTHEAST OF CARLOCK, 1.4 MILES WEST OF U.S.
 LC0971'HIGHWAY 150, AND ON THE SOUTH SIDE OF AN EAST-WEST ROAD.
 LC0971'
 LC0971'TO REACH THE STATION FROM THE POST OFFICE IN CARLOCK, GO
 LC0971'EAST AND SOUTHEAST ON U.S. HIGHWAY 150 FOR 4.4 MILES TO
 LC0971'A SIDE ROAD ON THE RIGHT.  TURN SHARP RIGHT AND GO WEST
 LC0971'ON A GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT.
 LC0971'CONTINUE WEST FOR 0.35 MILE TO THE STATION ON THE LEFT.
 LC0971'
 LC0971'STATION MARKS ARE STANDARD DISK STAMPED DAN 2 1965.  THE
 LC0971'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 LC0971'WHICH PROJECTS 2 INCHES.  IT IS 96 FEET EAST OF A TELEPHONE
 LC0971'POLE, 70 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST, 47 FEET
 LC0971'SOUTH OF THE CENTER OF A GRAVELED ROAD, AND 2 FEET WEST
 LC0971'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 LC0971'AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE
 LC0971'OF THE GROUND.
 LC0971'
 LC0971'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAN NO 1 1959,
 LC0971'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LC0971'3 INCHES.  IT IS 103 FEET EAST-SOUTHEAST OF A POWERLINE
 LC0971'POLE, 23 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND
 LC0971'1 FOOT SOUTH OF A FENCE.
 LC0971'
 LC0971'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DAN 2 NO 2
 LC0971'1965, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LC0971'PROJECTS 4 INCHES.  IT IS 50 FEET EAST OF A TELEPHONE POLE
 LC0971'AND 40 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 LC0971'
 LC0971'AZIMUTH MARK, A STANDARD DISK STAMPED DAN 1959, IS SET IN
 LC0971'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 LC0971'IT IS 54 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 22
 LC0971'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND 1.8 FEET
 LC0971'SOUTHEAST OF A METAL WITNESS POST.
 LC0971'
 LC0971'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LC0971'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 LC0971
 LC0971                          STATION RECOVERY (1965)
 LC0971
 LC0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 LC0971'4.4 MI ESE FROM CARLOCK.
 LC0971'ABOUT 4.4 MILES EAST-SOUTHEAST ON U.S. HIGHWAY 150 FROM THE POST
 LC0971'OFFICE IN CARLOCK, THENCE WEST ON A GRAVELED ROAD FOR 1.05 MILES,
 LC0971'96 FEET EAST OF A TELEPHONE POLE, 70 FEET WEST OF A CONCRETE
 LC0971'RIGHT-OF-WAY POST, 47 FEET SOUTH OF THE CENTER OF THE GRAVELED
 LC0971'ROAD, 2 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 LC0971'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LC0971
 LC0971                          STATION RECOVERY (1988)
 LC0971
 LC0971'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0969 ***********************************************************************
 LC0969  DESIGNATION -  DAN 2 RM 3
 LC0969  PID         -  LC0969
 LC0969  STATE/COUNTY-  IL/MCLEAN
 LC0969  USGS QUAD   -  NORMAL WEST (1995)
 LC0969
 LC0969                         *CURRENT SURVEY CONTROL
 LC0969  ___________________________________________________________________
 LC0969* NAD 83(1986)-  40 32 45.     (N)    089 05 27.     (W)     SCALED    
 LC0969* NAVD 88     -       245.93   (meters)     806.9    (feet)  RESET     
 LC0969  ___________________________________________________________________
 LC0969  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0969
 LC0969  VERT ORDER  -  THIRD
 LC0969
 LC0969.The horizontal coordinates were scaled from a topographic map and have
 LC0969.an estimated accuracy of +/- 6 seconds.
 LC0969
 LC0969.The orthometric height was computed from unverified reset data.
 LC0969.No vertical observational check was made to the station.
 LC0969
 LC0969.The geoid height was determined by GEOID03.
 LC0969
 LC0969;                    North         East    Units  Estimated Accuracy
 LC0969;SPC IL E     -   430,880.      235,830.      MT  (+/- 180 meters Scaled)
 LC0969
 LC0969                          SUPERSEDED SURVEY CONTROL
 LC0969
 LC0969  NGVD 29 (??/??/??)  245.98   (m)          807.0    (f) RESET       3  
 LC0969
 LC0969.Superseded values are not recommended for survey control.
 LC0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0969.See file dsdata.txt to determine how the superseded data were derived.
 LC0969
 LC0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK229904(NAD 83)
 LC0969_MARKER: DR = REFERENCE MARK DISK
 LC0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0969_STAMPING: DAN 2 NO 3 1965
 LC0969_MARK LOGO: CGS   
 LC0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0969+STABILITY: SURFACE MOTION
 LC0969
 LC0969  HISTORY     - Date     Condition        Report By
 LC0969  HISTORY     - 1965     MONUMENTED       CGS
 LC0969
 LC0969                          STATION DESCRIPTION
 LC0969
 LC0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LC0969'4.4 MI ESE FROM CARLOCK.
 LC0969'ABOUT 4.4 MILES EAST-SOUTHEAST ON U.S. HIGHWAY 150 FROM THE POST
 LC0969'OFFICE IN CARLOCK, THENCE WEST ON A GRAVELED ROAD FOR 1.05 MILES,
 LC0969'50 FEET EAST OF A TELEPHONE POLE, 40 FEET SOUTH OF THE CENTER OF
 LC0969'A GRAVELED ROAD, AND IS SET IN THE TOP OF A SQUARE CONCRETE POST
 LC0969'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0968 ***********************************************************************
 LC0968  DESIGNATION -  DAN AZ MK
 LC0968  PID         -  LC0968
 LC0968  STATE/COUNTY-  IL/MCLEAN
 LC0968  USGS QUAD   -  NORMAL WEST (1995)
 LC0968
 LC0968                         *CURRENT SURVEY CONTROL
 LC0968  ___________________________________________________________________
 LC0968* NAD 83(1986)-  40 32 45.     (N)    089 05 52.     (W)     SCALED    
 LC0968* NAVD 88     -       245.518  (meters)     805.50   (feet)  ADJUSTED  
 LC0968  ___________________________________________________________________
 LC0968  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0968  DYNAMIC HT  -         245.403 (meters)     805.13  (feet)  COMP
 LC0968  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 LC0968
 LC0968  VERT ORDER  -  SECOND    CLASS 0
 LC0968
 LC0968.The horizontal coordinates were scaled from a topographic map and have
 LC0968.an estimated accuracy of +/- 6 seconds.
 LC0968
 LC0968.The orthometric height was determined by differential leveling
 LC0968.and adjusted by the National Geodetic Survey in June 1991..
 LC0968
 LC0968.The geoid height was determined by GEOID03.
 LC0968
 LC0968.The dynamic height is computed by dividing the NAVD 88
 LC0968.geopotential number by the normal gravity value computed on the
 LC0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0968.degrees latitude (g = 980.6199 gals.).
 LC0968
 LC0968.The modeled gravity was interpolated from observed gravity values.
 LC0968
 LC0968;                    North         East    Units  Estimated Accuracy
 LC0968;SPC IL E     -   430,890.      235,250.      MT  (+/- 180 meters Scaled)
 LC0968
 LC0968                          SUPERSEDED SURVEY CONTROL
 LC0968
 LC0968  NGVD 29 (??/??/92)  245.578  (m)          805.70   (f) ADJ UNCH    2 0
 LC0968
 LC0968.Superseded values are not recommended for survey control.
 LC0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0968.See file dsdata.txt to determine how the superseded data were derived.
 LC0968
 LC0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK223904(NAD 83)
 LC0968_MARKER: DZ = AZIMUTH MARK DISK
 LC0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0968_STAMPING: DAN 1959
 LC0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0968+STABILITY: SURFACE MOTION
 LC0968
 LC0968  HISTORY     - Date     Condition        Report By
 LC0968  HISTORY     - 1959     MONUMENTED       CGS
 LC0968  HISTORY     - 1986     GOOD             USPSQD
 LC0968  HISTORY     - 1987     GOOD             USPSQD
 LC0968  HISTORY     - 1988     GOOD             USPSQD
 LC0968
 LC0968                          STATION DESCRIPTION
 LC0968
 LC0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0968'6 MI SE FROM CARLOCK.
 LC0968'ABOUT 4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE CHICAGO
 LC0968'AND ST. LOUIS RAILROAD STATION AT CARLOCK, THENCE 1.5 MILES WEST
 LC0968'ALONG A GRAVEL ROAD, AT A GRAVEL ROAD CROSSING, 22 FEET NORTH
 LC0968'OF THE CENTER LINE OF THE ROAD, 31 FEET EAST OF A FENCE CORNER,
 LC0968'9 FEET EAST OF A POWER LINE BRACE POLE, 55 FEET EAST OF THE
 LC0968'CENTER LINE OF NORTH-SOUTH ROAD, 59 FEET EAST-NORTHEAST OF THE
 LC0968'CENTER LINE OF THE JUNCTION, 1 FOOT SOUTH OF A FENCE, 1.8 FEET
 LC0968'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 LC0968'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LC0968
 LC0968                          STATION RECOVERY (1986)
 LC0968
 LC0968'RECOVERY NOTE BY US POWER SQUADRON 1986 (MI)
 LC0968'RECOVERED IN GOOD CONDITION.
 LC0968
 LC0968                          STATION RECOVERY (1987)
 LC0968
 LC0968'RECOVERY NOTE BY US POWER SQUADRON 1987 (GI)
 LC0968'RECOVERED IN GOOD CONDITION.
 LC0968
 LC0968                          STATION RECOVERY (1988)
 LC0968
 LC0968'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9008 ***********************************************************************
 DE9008  DESIGNATION -  DAN MAINT
 DE9008  PID         -  DE9008
 DE9008  STATE/COUNTY-  IL/VERMILION
 DE9008  USGS QUAD   -  DANVILLE SW (1978)
 DE9008
 DE9008                         *CURRENT SURVEY CONTROL
 DE9008  ___________________________________________________________________
 DE9008* NAD 83(1997)-  40 07 10.25345(N)    087 38 57.60712(W)     ADJUSTED  
 DE9008* NAVD 88     -       180.7    (meters)     593.     (feet)  GPS OBS   
 DE9008  ___________________________________________________________________
 DE9008  X           -     200,330.368 (meters)                     COMP
 DE9008  Y           -  -4,880,170.246 (meters)                     COMP
 DE9008  Z           -   4,088,237.914 (meters)                     COMP
 DE9008  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 DE9008  ELLIP HEIGHT-         148.22  (meters)          (12/06/04) GPS OBS
 DE9008  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 DE9008
 DE9008  HORZ ORDER  -  FIRST
 DE9008  ELLP ORDER  -  FOURTH    CLASS I
 DE9008
 DE9008.The horizontal coordinates were established by GPS observations
 DE9008.and adjusted by the National Geodetic Survey in December 2002..
 DE9008
 DE9008.The orthometric height was determined by GPS observations and a
 DE9008.high-resolution geoid model.
 DE9008
 DE9008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9008
 DE9008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9008
 DE9008.The ellipsoidal height was determined by GPS observations
 DE9008.and is referenced to NAD 83.
 DE9008
 DE9008.The geoid height was determined by GEOID03.
 DE9008
 DE9008;                    North         East     Units Scale Factor Converg.
 DE9008;SPC IL E     -   383,494.676   358,306.051   MT  1.00001683   +0 26 26.8
 DE9008;SPC IL E     - 1,258,182.12  1,175,542.44   sFT  1.00001683   +0 26 26.8
 DE9008;UTM  16      - 4,441,224.374   444,669.482   MT  0.99963769   -0 25 06.4
 DE9008
 DE9008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9008!SPC IL E     -   0.99997675  x   1.00001683  =   0.99999358
 DE9008!UTM  16      -   0.99997675  x   0.99963769  =   0.99961445
 DE9008
 DE9008                          SUPERSEDED SURVEY CONTROL
 DE9008
 DE9008  ELLIP H (12/18/02)  148.21   (m)                       GP(       ) 4 2
 DE9008
 DE9008.Superseded values are not recommended for survey control.
 DE9008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9008.See file dsdata.txt to determine how the superseded data were derived.
 DE9008
 DE9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4466941224(NAD 83)
 DE9008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9008_SETTING: 0 = UNSPECIFIED SETTING
 DE9008_STAMPING: DAN MAINT
 DE9008_MARK LOGO: ILDT  
 DE9008_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9008+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9008
 DE9008  HISTORY     - Date     Condition        Report By
 DE9008  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9008
 DE9008                          STATION DESCRIPTION
 DE9008
 DE9008'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9008'THE STATION IS  LOCATED AT THE ILLINOIS DEPARTMENT OF
 DE9008'TRANSPORTATION - DANVILLE STORAGE FACILITY, 510 AVENUE C
 DE9008'DANVILLE -  ILLINOIS . CALL  217.442.3246  FOR ACCESS INFORMATION
 DE9008'(NORMAL OPERATING HOURS ARE 7-30 AM  UNTIL 4-00 PM - HOURS MAY
 DE9008'CHANGE DUE TO SEASONAL CONSIDERATIONS)  FACILITY FAX NUMBER IS
 DE9008'217.442.2364
 DE9008' 
 DE9008'THE STATION IS LOCATED ABOUT 0.5  MI (0.8 KM ) WEST  OF  DANVILLE AT
 DE9008'510  AVENUE C IN DANVILLE. TO REACH FROM THE JUNCTION STATE
 DE9008'ROUTE 1 AND U.S  ROUTE 150, GO WEST ON U.S  ROUTE 150 ABOUT 0.6
 DE9008'MI ( 0.9 KM ) TO THE CROSSROAD AVENUE B, TURN RIGHT GO NORTH ON
 DE9008'AVENUE B ABOUT 0.1 ( 0.1 KM ) TO THE CROSSROAD WARRINGTON, TURN
 DE9008'RIGHT GO EAST ON WARRINGTON  ABOUT 0.05 MI ( 0.07 KM )  TO THE
 DE9008'CROSSROAD AVENUE A, TURN RIGHT GO SOUTH ON AVENUE A ABOUT 0.1
 DE9008'MI (0.1 KM) TO THE CROSSROAD BENSYL , TURN RIGHT GO WEST ON BENSYL
 DE9008' ABOUT 0.15 MI ( 0.2 KM ) TO THE TEE  ROAD AVENUE C, TURN LEFT GO
 DE9008'SOUTH  ON AVENUE C ABOUT 0.3 MI ( 0.5 KM) , TO THE ENTRANCE STORAGE
 DE9008'FACILITY AND STATION ON THE LEFT NEAR THE SOUTHEAST CORNER  OF
 DE9008'THE  STORAGE FACILITY AT THE SOUTH EDGE OF SOUTH PARKING LOT.  IT IS
 DE9008' 92.9  FT NORTHWEST OF THE SOUTHEAST CORNER OF THE FENCE,  175.08
 DE9008'FT NORTHEAST OF THE SOUTHWEST CORNER OF THE FENCE , 11.7   FT
 DE9008'WEST OF THE STEEL WITNESS POST.
 DE9008' 
 DE9008'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE9008'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE9008'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE9008'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE9008'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTH IS OUTSIDE AND
 DE9008'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE9008'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE9008'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE9008'A PUNCHED DATUM POINT.
 DE9008' 
 DE9008' 
 DE9008' 
 DE9008' 
 DE9008'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9023 ***********************************************************************
 DE9023  DESIGNATION -  DAN MAINT AZ
 DE9023  PID         -  DE9023
 DE9023  STATE/COUNTY-  IL/VERMILION
 DE9023  USGS QUAD   -  DANVILLE SW (1978)
 DE9023
 DE9023                         *CURRENT SURVEY CONTROL
 DE9023  ___________________________________________________________________
 DE9023* NAD 83(1997)-  40 07 26.36875(N)    087 38 57.82015(W)     ADJUSTED  
 DE9023* NAVD 88     -       184.7    (meters)     606.     (feet)  GPS OBS   
 DE9023  ___________________________________________________________________
 DE9023  X           -     200,312.317 (meters)                     COMP
 DE9023  Y           -  -4,879,853.501 (meters)                     COMP
 DE9023  Z           -   4,088,620.618 (meters)                     COMP
 DE9023  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DE9023  ELLIP HEIGHT-         152.27  (meters)          (12/06/04) GPS OBS
 DE9023  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DE9023
 DE9023  HORZ ORDER  -  FIRST
 DE9023  ELLP ORDER  -  FOURTH    CLASS I
 DE9023
 DE9023.The horizontal coordinates were established by GPS observations
 DE9023.and adjusted by the National Geodetic Survey in December 2002..
 DE9023
 DE9023.The orthometric height was determined by GPS observations and a
 DE9023.high-resolution geoid model.
 DE9023
 DE9023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9023
 DE9023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9023
 DE9023.The ellipsoidal height was determined by GPS observations
 DE9023.and is referenced to NAD 83.
 DE9023
 DE9023.The geoid height was determined by GEOID03.
 DE9023
 DE9023;                    North         East     Units Scale Factor Converg.
 DE9023;SPC IL E     -   383,991.685   358,297.183   MT  1.00001682   +0 26 26.8
 DE9023;SPC IL E     - 1,259,812.72  1,175,513.34   sFT  1.00001682   +0 26 26.8
 DE9023;UTM  16      - 4,441,721.272   444,668.069   MT  0.99963769   -0 25 06.6
 DE9023
 DE9023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9023!SPC IL E     -   0.99997611  x   1.00001682  =   0.99999293
 DE9023!UTM  16      -   0.99997611  x   0.99963769  =   0.99961381
 DE9023
 DE9023                          SUPERSEDED SURVEY CONTROL
 DE9023
 DE9023  ELLIP H (12/18/02)  152.26   (m)                       GP(       ) 4 2
 DE9023
 DE9023.Superseded values are not recommended for survey control.
 DE9023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9023.See file dsdata.txt to determine how the superseded data were derived.
 DE9023
 DE9023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4466841721(NAD 83)
 DE9023_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9023_SETTING: 0 = UNSPECIFIED SETTING
 DE9023_STAMPING: DAN MAINT AZ
 DE9023_MARK LOGO: ILDT  
 DE9023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9023+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9023
 DE9023  HISTORY     - Date     Condition        Report By
 DE9023  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9023
 DE9023                          STATION DESCRIPTION
 DE9023
 DE9023'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9023'THE STATION IS  LOCATED 0.4 MI ( 0.6 KM ) NORTH  OF ILLINOIS
 DE9023'DEPARTMENT
 DE9023'OF TRANSPORTATION - DANVILLE STORAGE FACILITY, 510 AVENUE  C
 DE9023'DANVILLE -  ILLINOIS .
 DE9023' 
 DE9023'TO REACH FROM THE JUNCTION STATE ROUTE 1 AND U.S. ROUTE 150, GO
 DE9023'WEST ON U.S. ROUTE 150 ABOUT 0.6 MI ( 0.9 KM ) TO THE CROSSROAD
 DE9023'AVENUE B, TURN RIGHT GO NORTH ON AVENUE  B  ABOUT 0.1 ( 0.1 KM )
 DE9023'TO THE CROSSROAD WARRINGTON, TURN RIGHT GO EAST ON
 DE9023'WARRINGTON  ABOUT 0.05 MI ( 0.07 KM )  TO THE CROSSROAD AVENUE
 DE9023'A, TURN RIGHT GO SOUTH ON AVENUE A ABOUT 0.1 MI ( 0.1 KM ) TO
 DE9023'THE CROSSROAD BENSYL , TURN RIGHT GO WEST ON BENSYL  ABOUT
 DE9023'0.15 MI ( 0.2 KM ) TO THE TEE  ROAD AVENUE C TO THE STATION ON THE
 DE9023'RIGHT AT THE NORTH END OF  AVENUE  C , SOUTH OF THE U.S  ROUTE 150.
 DE9023'  IT IS  32.8  FT SOUTH  OF THE CENTER OF  THE EAST BOUND LANE OF U.S.
 DE9023'ROUTE 150 , 30.3  FT NORTHEAST OF THE POWER POLE, 3.8 FT  SOUTH OF
 DE9023'THE  STEEL WITNESS POST.
 DE9023' 
 DE9023'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE9023'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE9023'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE9023'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE9023'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTHS IS OUTSIDE AND
 DE9023'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARDS.  THE  DISKS
 DE9023'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE9023'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE9023'A PUNCHED DATUM POINT.
 DE9023' 
 DE9023' 
 DE9023' 
 DE9023' 
 DE9023' 
 DE9023' 
 DE9023' 
 DE9023' 
 DE9023' 
 DE9023' 
 DE9023'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1969 ***********************************************************************
 LB1969  DESIGNATION -  DAN RESET 1967
 LB1969  PID         -  LB1969
 LB1969  STATE/COUNTY-  IL/IROQUOIS
 LB1969  USGS QUAD   -  GILMAN (1986)
 LB1969
 LB1969                         *CURRENT SURVEY CONTROL
 LB1969  ___________________________________________________________________
 LB1969* NAD 83(1986)-  40 49 31.     (N)    087 59 44.     (W)     SCALED    
 LB1969* NAVD 88     -       245.42   (meters)     805.2    (feet)  RESET     
 LB1969  ___________________________________________________________________
 LB1969  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LB1969
 LB1969  VERT ORDER  -  THIRD
 LB1969
 LB1969.The horizontal coordinates were scaled from a topographic map and have
 LB1969.an estimated accuracy of +/- 6 seconds.
 LB1969
 LB1969.The orthometric height was computed from unverified reset data.
 LB1969
 LB1969.The geoid height was determined by GEOID03.
 LB1969
 LB1969;                    North         East    Units  Estimated Accuracy
 LB1969;SPC IL E     -   461,690.      328,490.      MT  (+/- 180 meters Scaled)
 LB1969
 LB1969                          SUPERSEDED SURVEY CONTROL
 LB1969
 LB1969.No superseded survey control is available for this station.
 LB1969
 LB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL160198(NAD 83)
 LB1969_MARKER: DS = TRIANGULATION STATION DISK
 LB1969_SETTING: 0 = UNSPECIFIED SETTING
 LB1969_STAMPING: DAN 1959 1967
 LB1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1969
 LB1969  HISTORY     - Date     Condition        Report By
 LB1969  HISTORY     - 1967     MONUMENTED       CGS
 LB1969  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LB1969
 LB1969                          STATION DESCRIPTION
 LB1969
 LB1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LB1969'1.6 MI NW FROM DANFORTH.
 LB1969'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 LB1969'CENTRAL RAILROAD STATION AT DANFORTH, THENCE 1.15 MILES WEST
 LB1969'ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DRIVEWAY NORTH TO
 LB1969'A FARMHOUSE, 42 FEET WEST OF A POWER POLE, 29 FEET NORTHWEST
 LB1969'OF A METAL WITNESS POST, 21 FEET NORTHEAST OF ANOTHER METAL
 LB1969'WITNESS POST, AND 30 FEET SOUTH OF THE CENTER OF AN ASPHALT
 LB1969'ROAD.  THE MARK IS 2 FEET BELOW THE SURFACE OF THE GROUND AND
 LB1969'THE DISK IS STAMPED DAN 1959 1967.
 LB1969
 LB1969                          STATION RECOVERY (1984)
 LB1969
 LB1969'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LB1969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0972 ***********************************************************************
 LC0972  DESIGNATION -  DAN RM 1
 LC0972  PID         -  LC0972
 LC0972  STATE/COUNTY-  IL/MCLEAN
 LC0972  USGS QUAD   -  NORMAL WEST (1995)
 LC0972
 LC0972                         *CURRENT SURVEY CONTROL
 LC0972  ___________________________________________________________________
 LC0972* NAD 83(1986)-  40 32 45.     (N)    089 05 27.     (W)     SCALED    
 LC0972* NAVD 88     -       246.108  (meters)     807.44   (feet)  ADJUSTED  
 LC0972  ___________________________________________________________________
 LC0972  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0972  DYNAMIC HT  -         245.992 (meters)     807.06  (feet)  COMP
 LC0972  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 LC0972
 LC0972  VERT ORDER  -  SECOND    CLASS 0
 LC0972
 LC0972.The horizontal coordinates were scaled from a topographic map and have
 LC0972.an estimated accuracy of +/- 6 seconds.
 LC0972
 LC0972.The orthometric height was determined by differential leveling
 LC0972.and adjusted by the National Geodetic Survey in June 1991..
 LC0972
 LC0972.The geoid height was determined by GEOID03.
 LC0972
 LC0972.The dynamic height is computed by dividing the NAVD 88
 LC0972.geopotential number by the normal gravity value computed on the
 LC0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0972.degrees latitude (g = 980.6199 gals.).
 LC0972
 LC0972.The modeled gravity was interpolated from observed gravity values.
 LC0972
 LC0972;                    North         East    Units  Estimated Accuracy
 LC0972;SPC IL E     -   430,880.      235,830.      MT  (+/- 180 meters Scaled)
 LC0972
 LC0972                          SUPERSEDED SURVEY CONTROL
 LC0972
 LC0972  NGVD 29 (??/??/92)  246.167  (m)          807.63   (f) ADJ UNCH    2 0
 LC0972
 LC0972.Superseded values are not recommended for survey control.
 LC0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0972.See file dsdata.txt to determine how the superseded data were derived.
 LC0972
 LC0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK229904(NAD 83)
 LC0972_MARKER: DB = BENCH MARK DISK
 LC0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0972_STAMPING: DAN NO 1 1959
 LC0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0972+STABILITY: SURFACE MOTION
 LC0972
 LC0972  HISTORY     - Date     Condition        Report By
 LC0972  HISTORY     - 1959     MONUMENTED       CGS
 LC0972  HISTORY     - 1988     GOOD             USPSQD
 LC0972
 LC0972                          STATION DESCRIPTION
 LC0972
 LC0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0972'5.6 MI SE FROM CARLOCK.
 LC0972'ABOUT 4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE CHICAGO
 LC0972'AND ST. LOUIS RAILROAD STATION AT CARLOCK, THENCE 1.15 MILES WEST
 LC0972'ALONG A GRAVEL ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LC0972'1 1/2 FEET SOUTH OF A FENCE, 82 FEET EAST OF THE THIRD POWER POLE
 LC0972'EAST OF A HOUSE NORTH OF THE ROAD, 45.6 FEET NORTH OF TRIANGULATION
 LC0972'STATION DAN, 48.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2
 LC0972'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0972'POST PROJECTING 4 INCHES.
 LC0972
 LC0972                          STATION RECOVERY (1988)
 LC0972
 LC0972'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1971 ***********************************************************************
 LB1971  DESIGNATION -  DAN RM 3
 LB1971  PID         -  LB1971
 LB1971  STATE/COUNTY-  IL/IROQUOIS
 LB1971  USGS QUAD   -  GILMAN (1986)
 LB1971
 LB1971                         *CURRENT SURVEY CONTROL
 LB1971  ___________________________________________________________________
 LB1971* NAD 83(1986)-  40 49 30.     (N)    087 59 43.     (W)     SCALED    
 LB1971* NAVD 88     -       246.03   (meters)     807.2    (feet)  RESET     
 LB1971  ___________________________________________________________________
 LB1971  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LB1971
 LB1971  VERT ORDER  -  THIRD
 LB1971
 LB1971.The horizontal coordinates were scaled from a topographic map and have
 LB1971.an estimated accuracy of +/- 6 seconds.
 LB1971
 LB1971.The orthometric height was computed from unverified reset data.
 LB1971
 LB1971.The geoid height was determined by GEOID03.
 LB1971
 LB1971;                    North         East    Units  Estimated Accuracy
 LB1971;SPC IL E     -   461,660.      328,520.      MT  (+/- 180 meters Scaled)
 LB1971
 LB1971                          SUPERSEDED SURVEY CONTROL
 LB1971
 LB1971.No superseded survey control is available for this station.
 LB1971
 LB1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL160198(NAD 83)
 LB1971_MARKER: DR = REFERENCE MARK DISK
 LB1971_SETTING: 0 = UNSPECIFIED SETTING
 LB1971_STAMPING: DAN 1959 NO 3 1967
 LB1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1971
 LB1971  HISTORY     - Date     Condition        Report By
 LB1971  HISTORY     - 1967     MONUMENTED       CGS
 LB1971
 LB1971                          STATION DESCRIPTION
 LB1971
 LB1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LB1971'1.6 MI NW FROM DANFORTH.
 LB1971'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 LB1971'CENTRAL RAILROAD STATION AT DANFORTH, THENCE 1.15 MILES WEST
 LB1971'ALONG AN ASPHALT ROAD, 35 FEET SOUTH OF THE CENTERLINE OF AN
 LB1971'ASPHALT ROAD, 35 FEET WEST OF A POWER POLE, 27.48 FEET EAST OF
 LB1971'TRIANGULATION STATION, DAN 1959 1967, AND 1 FOOT WEST OF A
 LB1971'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LB1971'DAN 1959 NO 3 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1972 ***********************************************************************
 LB1972  DESIGNATION -  DAN RM 4
 LB1972  PID         -  LB1972
 LB1972  STATE/COUNTY-  IL/IROQUOIS
 LB1972  USGS QUAD   -  GILMAN (1986)
 LB1972
 LB1972                         *CURRENT SURVEY CONTROL
 LB1972  ___________________________________________________________________
 LB1972* NAD 83(1986)-  40 49 30.     (N)    087 59 43.     (W)     SCALED    
 LB1972* NAVD 88     -       245.91   (meters)     806.8    (feet)  RESET     
 LB1972  ___________________________________________________________________
 LB1972  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LB1972
 LB1972  VERT ORDER  -  THIRD
 LB1972
 LB1972.The horizontal coordinates were scaled from a topographic map and have
 LB1972.an estimated accuracy of +/- 6 seconds.
 LB1972
 LB1972.The orthometric height was computed from unverified reset data.
 LB1972
 LB1972.The geoid height was determined by GEOID03.
 LB1972
 LB1972;                    North         East    Units  Estimated Accuracy
 LB1972;SPC IL E     -   461,660.      328,520.      MT  (+/- 180 meters Scaled)
 LB1972
 LB1972                          SUPERSEDED SURVEY CONTROL
 LB1972
 LB1972.No superseded survey control is available for this station.
 LB1972
 LB1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL160198(NAD 83)
 LB1972_MARKER: DR = REFERENCE MARK DISK
 LB1972_SETTING: 0 = UNSPECIFIED SETTING
 LB1972_STAMPING: DAN 1959 NO 4 1967
 LB1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1972
 LB1972  HISTORY     - Date     Condition        Report By
 LB1972  HISTORY     - 1967     MONUMENTED       CGS
 LB1972
 LB1972                          STATION DESCRIPTION
 LB1972
 LB1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LB1972'1.6 MI NW FROM DANFORTH.
 LB1972'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 LB1972'CENTRAL RAILROAD STATION AT DANFORTH, THENCE 1.15 MILES WEST
 LB1972'ALONG AN ASPHALT ROAD, 38 FEET SOUTH OF THE CENTERLINE OF ASPHALT
 LB1972'ROAD, 20.38 FEET SOUTHWEST OF TRIANGULATION STATION, DAN 1959 1967,
 LB1972'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MARK PROJECTS 2
 LB1972'INCHES AND THE DISK IS STAMPED DAN 1959 NO 4 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1963 ***********************************************************************
 LB1963  DESIGNATION -  DANFORTH
 LB1963  PID         -  LB1963
 LB1963  STATE/COUNTY-  IL/IROQUOIS
 LB1963  USGS QUAD   -  GILMAN (1986)
 LB1963
 LB1963                         *CURRENT SURVEY CONTROL
 LB1963  ___________________________________________________________________
 LB1963* NAD 83(1997)-  40 49 25.43418(N)    087 58 35.40604(W)     ADJUSTED  
 LB1963* NAVD 88     -       198.505  (meters)     651.26   (feet)  ADJUSTED  
 LB1963  ___________________________________________________________________
 LB1963  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LB1963  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LB1963  DYNAMIC HT  -         198.419 (meters)     650.98  (feet)  COMP
 LB1963  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 LB1963
 LB1963  HORZ ORDER  -  SECOND
 LB1963  VERT ORDER  -  SECOND    CLASS 0
 LB1963
 LB1963.The horizontal coordinates were established by classical geodetic methods
 LB1963.and adjusted by the National Geodetic Survey in October 1999..
 LB1963
 LB1963.The orthometric height was determined by differential leveling
 LB1963.and adjusted by the National Geodetic Survey in June 1991..
 LB1963
 LB1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1963
 LB1963.The geoid height was determined by GEOID03.
 LB1963
 LB1963.The dynamic height is computed by dividing the NAVD 88
 LB1963.geopotential number by the normal gravity value computed on the
 LB1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1963.degrees latitude (g = 980.6199 gals.).
 LB1963
 LB1963.The modeled gravity was interpolated from observed gravity values.
 LB1963
 LB1963;                    North         East     Units Scale Factor Converg.
 LB1963;SPC IL E     -   461,528.582   330,101.213   MT  0.99998615   +0 13 59.8
 LB1963;SPC IL E     - 1,514,198.36  1,083,007.06   sFT  0.99998615   +0 13 59.8
 LB1963;UTM  16      - 4,519,648.662   417,655.727   MT  0.99968346   -0 38 18.3
 LB1963
 LB1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1963!SPC IL E     -   0.99997396  x   0.99998615  =   0.99996011
 LB1963!UTM  16      -   0.99997396  x   0.99968346  =   0.99965743
 LB1963
 LB1963:                Primary Azimuth Mark                     Grid Az
 LB1963:SPC IL E     -  DANFORTH AZ MK RESET                     060 38 11.7
 LB1963:UTM  16      -  DANFORTH AZ MK RESET                     061 30 29.8
 LB1963
 LB1963|---------------------------------------------------------------------|
 LB1963| PID    Reference Object                     Distance      Geod. Az  |
 LB1963|                                                           dddmmss.s |
 LB1963| CM3383 DANFORTH AZ MK RESET                               0605211.5 |
 LB1963| LB1962 DANFORTH RM 1                        27.132 METERS 20424     |
 LB1963| LB1964 DANFORTH RM 2                        30.440 METERS 31156     |
 LB1963| LB1965 DANFORTH RM 3                        13.195 METERS 32952     |
 LB1963| CM3382 DANFORTH AZ MK                                     3413640.6 |
 LB1963|---------------------------------------------------------------------|
 LB1963
 LB1963                          SUPERSEDED SURVEY CONTROL
 LB1963
 LB1963  NAD 83(1997)-  40 49 25.43442(N)    087 58 35.40656(W) AD(       ) 2
 LB1963  NAD 83(1986)-  40 49 25.44200(N)    087 58 35.41479(W) AD(       ) 2
 LB1963  NAD 27      -  40 49 25.31970(N)    087 58 35.27170(W) AD(       ) 2
 LB1963  NGVD 29 (??/??/92)  198.580  (m)          651.51   (f) ADJ UNCH    2 0
 LB1963
 LB1963.Superseded values are not recommended for survey control.
 LB1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1963.See file dsdata.txt to determine how the superseded data were derived.
 LB1963
 LB1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1765619649(NAD 83)
 LB1963_MARKER: DS = TRIANGULATION STATION DISK
 LB1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1963_STAMPING: DANFORTH 1947
 LB1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1963+STABILITY: SURFACE MOTION
 LB1963
 LB1963  HISTORY     - Date     Condition        Report By
 LB1963  HISTORY     - 1947     MONUMENTED       CGS
 LB1963  HISTORY     - 1959     GOOD             CGS
 LB1963  HISTORY     - 1959     GOOD             NGS
 LB1963  HISTORY     - 1968     GOOD             CGS
 LB1963  HISTORY     - 1968     GOOD             NGS
 LB1963
 LB1963                          STATION DESCRIPTION
 LB1963
 LB1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB1963'STATION IS LOCATED IN DANFORTH ON THE DANFORTH CONSOLIDATED SCHOOL
 LB1963'GROUND.  IT IS 61 FEET EAST OF THE CENTER OF U. S. HIGHWAY 45 AND
 LB1963'54, 32 FEET EAST OF THE EAST EDGE OF THE SIDEWALK AND 23 FEET SOUTH
 LB1963'OF THE SOUTH EDGE OF THE SIDEWALK LEADING TO THE SCHOOL ENTRANCE.
 LB1963'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED DANFORTH
 LB1963'1947.
 LB1963'
 LB1963'REFERENCE MARK NO. 1 IS 89.08 FEET SOUTH OF THE STATION.  IT IS 47
 LB1963'FEET EAST OF THE CENTER OF THE HIGHWAY AND 29 FEET NORTHWEST OF THE
 LB1963'NORTHWEST CORNER OF A SMALL WHITE HOUSE.  THE MARK IS FLUSH WITH
 LB1963'THE GROUND AND THE DISK IS STAMPED DANFORTH NO 1 1947.
 LB1963'
 LB1963'REFERENCE MARK NO. 2 IS 100.00 FEET WEST OF THE STATION ON THE WEST
 LB1963'SIDE OF THE HIGHWAY.  IT IS 60 FEET EAST OF THE RAILROAD TRACKS, 30
 LB1963'FEET WEST OF THE CENTER OF THE HIGHWAY AND 2.5 FEET NORTH OF A
 LB1963'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 LB1963'IS STAMPED DANFORTH NO 2 1947.
 LB1963'
 LB1963'AZIMUTH MARK IS ABOUT 0.3 MILES NORTHWEST OF THE STATION NEAR A LARGE
 LB1963'FARMHOUSE.  IT IS 50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LB1963'HOUSE IN AN EAST-WEST FENCELINE AND ABOUT 75 YARDS EAST OF THE
 LB1963'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 LB1963'DANFORTH 1947.
 LB1963'
 LB1963'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON U. S. HIGHWAY
 LB1963'45 AND 54 FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND GO WEST,
 LB1963'CROSSING THE RAILROAD TRACKS, AND GO 0.1 MILE TO A T-ROAD RIGHT,
 LB1963'TURN RIGHT AND GO 0.2 MILE TO A FARMHOUSE ON THE RIGHT, TURN RIGHT
 LB1963'AND GO SOUTH OF THE HOUSE ABOUT 75 YARDS TO THE HOUSE AND THE
 LB1963'AZIMUTH MARK AS DESCRIBED.
 LB1963'
 LB1963'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB1963
 LB1963                          STATION RECOVERY (1959)
 LB1963
 LB1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LB1963'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 LB1963'BE IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAS BEEN
 LB1963'DESTROYED.
 LB1963'
 LB1963'THE DIRECTION TO REFERENCE MARKS NO. 1 AND NO. 2 CHECKED AND WERE
 LB1963'FOUND TO BE CORRECT.
 LB1963'
 LB1963'A SLIGHT DIFFERENCE IN THE DISTANCE TO REFERENCE MARKS NO. 1 AND NO.
 LB1963'2 WAS FOUND.
 LB1963'
 LB1963'NOTE.  REFERENCE MARK NO. 2 WAS MEASURED THROUGH A WOVEN WIRE FENCE
 LB1963'AND ACROSS A VERY BUSY HIGHWAY.
 LB1963'
 LB1963'A NEW AZIMUTH MARK WAS ESTABLISHED.  IT IS A STANDARD AZIMUTH MARK
 LB1963'DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT 3
 LB1963'INCHES AND THE DISK IS STAMPED DANFORTH 1947 RESET 1959.  IT IS
 LB1963'42.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 29 FEET NORTH
 LB1963'OF THE APPROXIMATE CENTER OF ROAD, 4 FEET NORTHEAST OF TELEPHONE
 LB1963'POLE, 1.6 FEET WEST-SOUTHWEST OF WITNESS POST AND 1.3 FEET SOUTH
 LB1963'OF FENCE.
 LB1963'
 LB1963'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH OF U. S. HIGHWAY
 LB1963'45 FOR 0.15 MILE TO CROSSROADS, TURN RIGHT AND GO EAST FOR 0.1 MILE
 LB1963'TO THE MARK ON THE LEFT AS DESCRIBED.
 LB1963'
 LB1963'THE ORIGINAL DESCRIPTION FOR STATION IS ADEQUATE.
 LB1963
 LB1963                          STATION RECOVERY (1959)
 LB1963
 LB1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LB1963'0.4 MI N FROM DANFORTH.
 LB1963'ABOUT 0.35 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 LB1963'CENTRAL RAILROAD STATION AT DANFORTH, IN THE DANFORTH CONSOLIDATED
 LB1963'SCHOOL YARD, 61 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB1963'25 FEET SOUTH OF THE CENTER LINE OF A SIDEWALK, 30 FEET EAST
 LB1963'OF A METAL FENCE, 229 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 LB1963'OF THE SCHOOL BUILDING, SET IN THE TOP OF A CONCRETE POST FLUSH
 LB1963'WITH THE GROUND.
 LB1963
 LB1963                          STATION RECOVERY (1968)
 LB1963
 LB1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB1963'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREE AND FENCE ON LINE.
 LB1963'
 LB1963'THE STATION MARK, REFERENCE MARK 1 AND THE RESET AZIMUTH MARK WERE
 LB1963'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN HIT BY ROAD
 LB1963'EQUIPMENT AND PART OF THE DISK BROKEN OFF AND SHOULD BE CONSIDERED
 LB1963'AS LOST.  A NEW DESCRIPTION FOLLOWS.
 LB1963'
 LB1963'THE STATION IS LOCATED AT THE NORTH EDGE OF DANFORTH IN THE WEST EDGE
 LB1963'OF THE DANFORTH ELEMENTARY SCHOOL YARD, 96 FEET SOUTH OF THE
 LB1963'CENTERLINE OF LOCUST STREET, 61 FEET EAST OF THE CENTERLINE OF U.
 LB1963'S.  HIGHWAY 41 (CENTRAL STREET), 53 FEET SOUTHWEST OF A 20 INCH
 LB1963'MAPLE TREE, 32 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH
 LB1963'SIDEWALK, 30 FEET EAST OF A CHAIN LINK FENCE, 25 FEET EAST OF A 48
 LB1963'INCH COTTONWOOD TREE AND 23 FEET SOUTH OF THE SOUTH EDGE OF AN
 LB1963'EAST-WEST SIDEWALK LEADING TO SCHOOL.  THE MONUMENT IS FLUSH AND
 LB1963'THE DISK IS STAMPED DANFORTH 1947.
 LB1963'
 LB1963'REFERENCE MARK 1 IS 47 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LB1963'29 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 16 FEET
 LB1963'EAST OF THE FENCE AND 11 FEET EAST OF A 36 INCH COTTONWOOD TREE.
 LB1963'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DANFORTH NO 1 1947.
 LB1963'
 LB1963'REFERENCE MARK 3 IS 67 FEET SOUTH OF THE CENTERLINE OF LOCUST STREET,
 LB1963'29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 LB1963'NORTH GATE POST OF WEST ENTRANCE TO SCHOOL YARD, 6 INCHES EAST OF
 LB1963'THE EAST EDGE OF THE NORTH-SOUTH SIDEWALK AND 6 INCHES SOUTH OF THE
 LB1963'SOUTH EDGE OF THE EAST-WEST SIDEWALK.  THE MONUMENT PROJECTS 2
 LB1963'INCHES AND THE DISK IS STAMPED DANFORTH 1947 NO 3 1968.
 LB1963'
 LB1963'THE AZIMUTH MARK IS 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LB1963'FRAME HOUSE, 29 FEET NORTH OF THE CENTERLINE OF E NORTH STREET, 4
 LB1963'FEET NORTHEAST OF A TELEPHONE POLE AND 2 FEET SOUTHWEST OF A METAL
 LB1963'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 LB1963'STAMPED DANFORTH 1947 RESET 1959.
 LB1963'
 LB1963'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH OF HIGHWAY 45
 LB1963'AND 54 FOR 0.1 MILE TO A CROSS STREET (E NORTH STREET).  TURN RIGHT
 LB1963'AND GO EAST ON E. NORTH STREET FOR 0.2 MILE TO THE MARK ON THE
 LB1963'LEFT.
 LB1963'
 LB1963'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DANFORTH.
 LB1963'
 LB1963'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB1963
 LB1963                          STATION RECOVERY (1968)
 LB1963
 LB1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LB1963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2343 ***********************************************************************
 LB2343  DESIGNATION -  DANFORTH MUNICIPAL TANK
 LB2343  PID         -  LB2343
 LB2343  STATE/COUNTY-  IL/IROQUOIS
 LB2343  USGS QUAD   -  GILMAN (1986)
 LB2343
 LB2343                         *CURRENT SURVEY CONTROL
 LB2343  ___________________________________________________________________
 LB2343* NAD 83(1997)-  40 49 11.23006(N)    087 58 38.64829(W)     ADJUSTED  
 LB2343* NAVD 88     -                                                        
 LB2343  ___________________________________________________________________
 LB2343  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LB2343  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LB2343
 LB2343  HORZ ORDER  -  THIRD
 LB2343
 LB2343.The horizontal coordinates were established by classical geodetic methods
 LB2343.and adjusted by the National Geodetic Survey in October 1999..
 LB2343
 LB2343
 LB2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2343
 LB2343.The geoid height was determined by GEOID03.
 LB2343
 LB2343;                    North         East     Units Scale Factor Converg.
 LB2343;SPC IL E     -   461,090.124   330,027.018   MT  0.99998609   +0 13 57.6
 LB2343;SPC IL E     - 1,512,759.85  1,082,763.64   sFT  0.99998609   +0 13 57.6
 LB2343;UTM  16      - 4,519,211.515   417,574.895   MT  0.99968362   -0 38 20.2
 LB2343
 LB2343                          SUPERSEDED SURVEY CONTROL
 LB2343
 LB2343  NAD 83(1997)-  40 49 11.23027(N)    087 58 38.64882(W) AD(       ) 4
 LB2343  NAD 83(1986)-  40 49 11.23792(N)    087 58 38.65699(W) AD(       ) 4
 LB2343  NAD 27      -  40 49 11.11500(N)    087 58 38.51500(W) AD(       ) 3
 LB2343
 LB2343.Superseded values are not recommended for survey control.
 LB2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2343.See file dsdata.txt to determine how the superseded data were derived.
 LB2343
 LB2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1757519212(NAD 83)
 LB2343_MARKER: 53 = ELEVATED TANK
 LB2343
 LB2343  HISTORY     - Date     Condition        Report By
 LB2343  HISTORY     - 1959     FIRST OBSERVED   CGS
 LB2343
 LB2343                          STATION DESCRIPTION
 LB2343
 LB2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LB2343'THE STATION IS LOCATED IN THE EAST PART OF DANFORTH, 0.15 MILE
 LB2343'EAST-NORTHEAST OF THE RAILROAD DEPOT AND 0.1 MILE EAST OF U. S.
 LB2343'HIGHWAY 45.
 LB2343'
 LB2343'THE STATION IS A LARGE OVAL SHAPED TANK SUPPORTED BY 4 LEGS, IS
 LB2343'PAINTED SILVER AND IS APPROXIMATELY 130 FEET HIGH.
 LB2343'
 LB2343'THE POINT INTERSECTED WAS THE FINAL ON THE TOP CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1962 ***********************************************************************
 LB1962  DESIGNATION -  DANFORTH RM 1
 LB1962  PID         -  LB1962
 LB1962  STATE/COUNTY-  IL/IROQUOIS
 LB1962  USGS QUAD   -  GILMAN (1986)
 LB1962
 LB1962                         *CURRENT SURVEY CONTROL
 LB1962  ___________________________________________________________________
 LB1962* NAD 83(1986)-  40 49 25.     (N)    087 58 35.     (W)     SCALED    
 LB1962* NAVD 88     -       198.630  (meters)     651.67   (feet)  ADJUSTED  
 LB1962  ___________________________________________________________________
 LB1962  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LB1962  DYNAMIC HT  -         198.544 (meters)     651.39  (feet)  COMP
 LB1962  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 LB1962
 LB1962  VERT ORDER  -  SECOND    CLASS 0
 LB1962
 LB1962.The horizontal coordinates were scaled from a topographic map and have
 LB1962.an estimated accuracy of +/- 6 seconds.
 LB1962
 LB1962.The orthometric height was determined by differential leveling
 LB1962.and adjusted by the National Geodetic Survey in June 1991..
 LB1962
 LB1962.The geoid height was determined by GEOID03.
 LB1962
 LB1962.The dynamic height is computed by dividing the NAVD 88
 LB1962.geopotential number by the normal gravity value computed on the
 LB1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1962.degrees latitude (g = 980.6199 gals.).
 LB1962
 LB1962.The modeled gravity was interpolated from observed gravity values.
 LB1962
 LB1962;                    North         East    Units  Estimated Accuracy
 LB1962;SPC IL E     -   461,520.      330,110.      MT  (+/- 180 meters Scaled)
 LB1962
 LB1962                          SUPERSEDED SURVEY CONTROL
 LB1962
 LB1962  NGVD 29 (??/??/92)  198.704  (m)          651.91   (f) ADJ UNCH    2 0
 LB1962
 LB1962.Superseded values are not recommended for survey control.
 LB1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1962.See file dsdata.txt to determine how the superseded data were derived.
 LB1962
 LB1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL176196(NAD 83)
 LB1962_MARKER: DR = REFERENCE MARK DISK
 LB1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1962_STAMPING: DANFORTH NO 1 1947
 LB1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1962+STABILITY: SURFACE MOTION
 LB1962
 LB1962  HISTORY     - Date     Condition        Report By
 LB1962  HISTORY     - 1947     MONUMENTED       CGS
 LB1962  HISTORY     - 1959     GOOD             NGS
 LB1962  HISTORY     - 1968     GOOD             NGS
 LB1962
 LB1962                          STATION DESCRIPTION
 LB1962
 LB1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LB1962'0.4 MI N FROM DANFORTH.
 LB1962'ABOUT 0.35 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 LB1962'CENTRAL RAILROAD STATION AT DANFORTH, IN THE DANFORTH CONSOLIDATED
 LB1962'SCHOOL YARD, 47 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 114
 LB1962'FEET SOUTH OF THE CENTER LINE OF A SIDEWALK, 17 FEET EAST OF A
 LB1962'METAL FENCE, 239 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 LB1962'THE SCHOOL BUILDING, 29 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LB1962'A SMALL COMPOSITION BRICK HOUSE, 89.1 FEET SOUTH OF TRIANGULATION
 LB1962'STATION DANFORTH, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LB1962'GROUND.
 LB1962
 LB1962                          STATION RECOVERY (1968)
 LB1962
 LB1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LB1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1965 ***********************************************************************
 LB1965  DESIGNATION -  DANFORTH RM 3
 LB1965  PID         -  LB1965
 LB1965  STATE/COUNTY-  IL/IROQUOIS
 LB1965  USGS QUAD   -  GILMAN (1986)
 LB1965
 LB1965                         *CURRENT SURVEY CONTROL
 LB1965  ___________________________________________________________________
 LB1965* NAD 83(1986)-  40 49 25.     (N)    087 58 35.     (W)     SCALED    
 LB1965* NAVD 88     -       198.45   (meters)     651.1    (feet)  RESET     
 LB1965  ___________________________________________________________________
 LB1965  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LB1965
 LB1965  VERT ORDER  -  THIRD
 LB1965
 LB1965.The horizontal coordinates were scaled from a topographic map and have
 LB1965.an estimated accuracy of +/- 6 seconds.
 LB1965
 LB1965.The orthometric height was computed from unverified reset data.
 LB1965
 LB1965.The geoid height was determined by GEOID03.
 LB1965
 LB1965;                    North         East    Units  Estimated Accuracy
 LB1965;SPC IL E     -   461,520.      330,110.      MT  (+/- 180 meters Scaled)
 LB1965
 LB1965                          SUPERSEDED SURVEY CONTROL
 LB1965
 LB1965.No superseded survey control is available for this station.
 LB1965
 LB1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL176196(NAD 83)
 LB1965_MARKER: DR = REFERENCE MARK DISK
 LB1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1965_STAMPING: DANFORTH 1947 NO 3 1968
 LB1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1965+STABILITY: SURFACE MOTION
 LB1965
 LB1965  HISTORY     - Date     Condition        Report By
 LB1965  HISTORY     - 1968     MONUMENTED       CGS
 LB1965
 LB1965                          STATION DESCRIPTION
 LB1965
 LB1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LB1965'AT DANFORTH.
 LB1965'LOCATED AT THE WEST ENTRANCE TO THE DANFORTH ELEMENTARY SCHOOL
 LB1965'AT THE NORTH EDGE OF DANFORTH, 67 FEET SOUTH OF THE CENTERLINE
 LB1965'OF LOCUST STREET, 29 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 LB1965'45 AND 54, 1 FOOT NORTH OF THE NORTH GATE POST OF ENTRANCE, 6
 LB1965'INCHES EAST OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK, 6 INCHES
 LB1965'SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK, SET IN THE
 LB1965'TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0289 ***********************************************************************
 MF0289  DESIGNATION -  DANISH
 MF0289  PID         -  MF0289
 MF0289  STATE/COUNTY-  IL/GRUNDY
 MF0289  USGS QUAD   -  GARDNER (1983)
 MF0289
 MF0289                         *CURRENT SURVEY CONTROL
 MF0289  ___________________________________________________________________
 MF0289* NAD 83(1997)-  41 09 20.75617(N)    088 20 18.59345(W)     ADJUSTED  
 MF0289* NAVD 88     -       181.976  (meters)     597.03   (feet)  ADJUSTED  
 MF0289  ___________________________________________________________________
 MF0289  X           -     139,444.861 (meters)                     COMP
 MF0289  Y           -  -4,807,314.836 (meters)                     COMP
 MF0289  Z           -   4,175,561.489 (meters)                     COMP
 MF0289  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 MF0289  ELLIP HEIGHT-         149.37  (meters)          (02/03/05) GPS OBS
 MF0289  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MF0289  DYNAMIC HT  -         181.902 (meters)     596.79  (feet)  COMP
 MF0289  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 MF0289
 MF0289  HORZ ORDER  -  FIRST
 MF0289  VERT ORDER  -  SECOND    CLASS 0
 MF0289  ELLP ORDER  -  FOURTH    CLASS II
 MF0289
 MF0289.The horizontal coordinates were established by GPS observations
 MF0289.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0289
 MF0289.The orthometric height was determined by differential leveling
 MF0289.and adjusted by the National Geodetic Survey in June 1991..
 MF0289
 MF0289.Photographs are available for this station.
 MF0289
 MF0289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0289
 MF0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0289
 MF0289.The ellipsoidal height was determined by GPS observations
 MF0289.and is referenced to NAD 83.
 MF0289
 MF0289.The geoid height was determined by GEOID03.
 MF0289
 MF0289.The dynamic height is computed by dividing the NAVD 88
 MF0289.geopotential number by the normal gravity value computed on the
 MF0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0289.degrees latitude (g = 980.6199 gals.).
 MF0289
 MF0289.The modeled gravity was interpolated from observed gravity values.
 MF0289
 MF0289;                    North         East     Units Scale Factor Converg.
 MF0289;SPC IL E     -   498,339.991   299,566.490   MT  0.99997500   -0 00 12.2
 MF0289;SPC IL E     - 1,634,970.45    982,827.73   sFT  0.99997500   -0 00 12.2
 MF0289;UTM  16      - 4,556,912.145   387,694.298   MT  0.99975523   -0 52 51.5
 MF0289
 MF0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0289!SPC IL E     -   0.99997657  x   0.99997500  =   0.99995157
 MF0289!UTM  16      -   0.99997657  x   0.99975523  =   0.99973181
 MF0289
 MF0289:                Primary Azimuth Mark                     Grid Az
 MF0289:SPC IL E     -  GARDNER MUNICIPAL TANK                   035 37 44.4
 MF0289:UTM  16      -  GARDNER MUNICIPAL TANK                   036 30 23.7
 MF0289
 MF0289|---------------------------------------------------------------------|
 MF0289| PID    Reference Object                     Distance      Geod. Az  |
 MF0289|                                                           dddmmss.s |
 MF0289| MF1426 GARDNER MUNICIPAL TANK              APPROX. 4.1 KM 0353732.2 |
 MF0289| MF0288 DANISH RM 1                          14.460 METERS 17857     |
 MF0289| CI6884 DANISH AZ MK                                       1794505.2 |
 MF0289| MF0287 DANISH RM 2                          15.556 METERS 26608     |
 MF0289|---------------------------------------------------------------------|
 MF0289
 MF0289                          SUPERSEDED SURVEY CONTROL
 MF0289
 MF0289  ELLIP H (03/04/03)  149.38   (m)                       GP(       ) 4 2
 MF0289  NAD 83(1997)-  41 09 20.75977(N)    088 20 18.59379(W) AD(       ) 2
 MF0289  NAD 83(1997)-  41 09 20.76425(N)    088 20 18.59786(W) AD(       ) 2
 MF0289  NAD 83(1986)-  41 09 20.76860(N)    088 20 18.60875(W) AD(       ) 2
 MF0289  NAD 27      -  41 09 20.65050(N)    088 20 18.39520(W) AD(       ) 2
 MF0289  NAVD 88 (03/04/03)  181.98   (m)          597.0    (f) LEVELING    3  
 MF0289  NGVD 29 (??/??/92)  182.052  (m)          597.28   (f) ADJ UNCH    2 0
 MF0289
 MF0289.Superseded values are not recommended for survey control.
 MF0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0289.See file dsdata.txt to determine how the superseded data were derived.
 MF0289
 MF0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8769456912(NAD 83)
 MF0289_MARKER: DE = TRAVERSE STATION DISK
 MF0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0289_STAMPING: DANISH 1960
 MF0289_PROJECTION: FLUSH
 MF0289_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0289+STABILITY: SURFACE MOTION
 MF0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0289+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF0289
 MF0289  HISTORY     - Date     Condition        Report By
 MF0289  HISTORY     - 1960     MONUMENTED       CGS
 MF0289  HISTORY     - 1961     GOOD             NGS
 MF0289  HISTORY     - 200205   GOOD             ASCPC
 MF0289  HISTORY     - 20050131 GOOD             MORSUR
 MF0289  HISTORY     - 20050725 GOOD             GEOSPC
 MF0289
 MF0289                          STATION DESCRIPTION
 MF0289
 MF0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0289'STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF DWIGHT, ABOUT
 MF0289'2-1/2 MILES SOUTHWEST OF GARDNER AND ABOUT 1/2 MILE SOUTHEAST OF
 MF0289'U.S. HIGHWAY 66.
 MF0289'
 MF0289'TO REACH FROM THE OVERPASS OVER U.S. HIGHWAY 66 JUST EAST
 MF0289'OF GARDNER, GO EAST 0.05 MILE TO WHERE U.S. HIGHWAY 66 GOES
 MF0289'SOUTHERLY, TURN LEFT GO SOUTHWEST FOR 1.8 MILE TO CROSSROAD,
 MF0289'TURN LEFT CROSSING RAILROAD TRACKS GO SOUTH ON GRAVELED ROAD
 MF0289'0.6 MILE TO CROSSROAD AND STATION IN THE SOUTHEAST CORNER OF
 MF0289'INTERSECTION AS DESCRIBED.
 MF0289'
 MF0289'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED DANISH 1960,
 MF0289'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 MF0289'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 67
 MF0289'FEET SOUTHEAST OF ROAD INTERSECTION, 62 FEET SOUTHEAST OF
 MF0289'A POWER POLE, 58 FEET SOUTH OF CENTER OF ROAD, 27 FEET EAST OF
 MF0289'CENTER OF ROAD, 2.3 FEET SOUTH OF THE WITNESS POST AND 1 FOOT
 MF0289'WEST OF THE FENCE.
 MF0289'
 MF0289'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED DANISH
 MF0289'NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MF0289'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 MF0289'MARK IS 49.7 FEET SOUTH OF THE WITNESS POST, 26 FEET EAST OF
 MF0289'THE CENTER OF ROAD AND 1 FOOT WEST OF THE FENCE.
 MF0289'
 MF0289'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED DANISH
 MF0289'NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MF0289'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 MF0289'MARK IS 61 FEET SOUTH OF THE CENTER OF ROAD, 39 FEET SOUTH OF
 MF0289'A POWER POLE, 25 FEET WEST OF THE CENTER OF ROAD AND 1 FOOT EAST
 MF0289'OF THE FENCE.
 MF0289'
 MF0289'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED DANISH 1960,
 MF0289'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 MF0289'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 27
 MF0289'FEET WEST OF THE CENTER OF ROAD, 11 FEET SOUTH OF THE CENTER
 MF0289'OF A FIELD ENTRANCE, 1.9 FEET NORTH EAST OF THE WITNESS POST
 MF0289'AND 1.5 FEET EAST OF THE FENCE.
 MF0289'
 MF0289'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 MF0289'ROAD 0.4 MILE TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED.
 MF0289'
 MF0289'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF0289
 MF0289                          STATION RECOVERY (1961)
 MF0289
 MF0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0289'2.4 MI SW FROM GARDNER.
 MF0289'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE OVERPASS
 MF0289'AT THE JUNCTION OF U.S. HIGHWAY 66 AND ALTERNATE U.S. HIGHWAY 66 IN
 MF0289'THE WEST PART OF GARDNER, THENCE 0.55 MILES SOUTH ALONG A GRAVEL
 MF0289'ROAD, AT THE JUNCTION OF AN EAST-WEST GRAVEL ROAD, 27 FEET EAST
 MF0289'OF THE CENTER LINE OF THE ROAD, 58 FEET SOUTH OF THE CENTER LINE
 MF0289'OF THE ROAD, 65 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 0.5
 MF0289'FEET WEST OF THE FENCE, 26.5 FEET SOUTH OF A FENCE CORNER, 2.3
 MF0289'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 MF0289'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MF0289'THE GROUND.
 MF0289
 MF0289                          STATION RECOVERY (2002)
 MF0289
 MF0289'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0289'RECOVERED AS DESCRIBED
 MF0289' 
 MF0289'
 MF0289
 MF0289                          STATION RECOVERY (2005)
 MF0289
 MF0289'RECOVERY NOTE BY MORRISON SURVEYING COMPANY 2005 (MJM)
 MF0289'RECOVERED AS DESCRIBED.
 MF0289
 MF0289                          STATION RECOVERY (2005)
 MF0289
 MF0289'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF0289'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 8.0 METERS EAST
 MF0289'OF THE CENTERLINE OF GONNAM ROAD, 18.5 METERS SOUTH OF THE CENTERLINE
 MF0289'OF GOODFARM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0288 ***********************************************************************
 MF0288  DESIGNATION -  DANISH RM 1
 MF0288  PID         -  MF0288
 MF0288  STATE/COUNTY-  IL/GRUNDY
 MF0288  USGS QUAD   -  GARDNER (1983)
 MF0288
 MF0288                         *CURRENT SURVEY CONTROL
 MF0288  ___________________________________________________________________
 MF0288* NAD 83(1986)-  41 09 20.     (N)    088 20 18.     (W)     SCALED    
 MF0288* NAVD 88     -       181.856  (meters)     596.64   (feet)  ADJUSTED  
 MF0288  ___________________________________________________________________
 MF0288  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MF0288  DYNAMIC HT  -         181.782 (meters)     596.40  (feet)  COMP
 MF0288  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 MF0288
 MF0288  VERT ORDER  -  SECOND    CLASS 0
 MF0288
 MF0288.The horizontal coordinates were scaled from a topographic map and have
 MF0288.an estimated accuracy of +/- 6 seconds.
 MF0288
 MF0288.The orthometric height was determined by differential leveling
 MF0288.and adjusted by the National Geodetic Survey in June 1991..
 MF0288
 MF0288.The geoid height was determined by GEOID03.
 MF0288
 MF0288.The dynamic height is computed by dividing the NAVD 88
 MF0288.geopotential number by the normal gravity value computed on the
 MF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0288.degrees latitude (g = 980.6199 gals.).
 MF0288
 MF0288.The modeled gravity was interpolated from observed gravity values.
 MF0288
 MF0288;                    North         East    Units  Estimated Accuracy
 MF0288;SPC IL E     -   498,320.      299,580.      MT  (+/- 180 meters Scaled)
 MF0288
 MF0288                          SUPERSEDED SURVEY CONTROL
 MF0288
 MF0288  NGVD 29 (??/??/92)  181.931  (m)          596.89   (f) ADJ UNCH    2 0
 MF0288
 MF0288.Superseded values are not recommended for survey control.
 MF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0288.See file dsdata.txt to determine how the superseded data were derived.
 MF0288
 MF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL877568(NAD 83)
 MF0288_MARKER: DR = REFERENCE MARK DISK
 MF0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0288_STAMPING: DANISH NO 1 1960
 MF0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0288+STABILITY: SURFACE MOTION
 MF0288
 MF0288  HISTORY     - Date     Condition        Report By
 MF0288  HISTORY     - 1960     MONUMENTED       CGS
 MF0288  HISTORY     - 1961     GOOD             NGS
 MF0288  HISTORY     - 1979     GOOD             USGS
 MF0288
 MF0288                          STATION DESCRIPTION
 MF0288
 MF0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0288'2.4 MI SW FROM GARDNER.
 MF0288'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE OVERPASS
 MF0288'AT THE JUNCTION OF U.S. HIGHWAY 66 AND ALTERNATE U.S. HIGHWAY 66
 MF0288'IN THE WEST PART OF GARDNER, THENCE 0.55 MILES SOUTH ALONG A
 MF0288'GRAVEL ROAD, AT THE JUNCTION OF AN EAST-WEST GRAVEL ROAD, 106
 MF0288'FEET EAST OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTH OF THE
 MF0288'CENTER LINE OF THE ROAD, 109 FEET SOUTH-SOUTHEAST OF THE CENTER
 MF0288'OF THE JUNCTION, 0.5 FEET WEST OF THE FENCE, 74 FEET SOUTH OF THE
 MF0288'FENCE CORNER, 47.5 FEET SOUTH OF TRAVERSE STATION DANISH, 49.6
 MF0288'FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 MF0288'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0288
 MF0288                          STATION RECOVERY (1979)
 MF0288
 MF0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0288'NEW DESCRIPTION ABOUT 1.9 MILES SOUTHWEST ALONG ACCES ROAD (FORMER US
 MF0288'HWY 66) FROM THE OVERPASS AT THE JUNCTION OF OLD HWY 66 AND OLD ALT
 MF0288'HWY 66 IN THE WEST PART OF GARDNER, THENCE 0.55 MILES SOUTH ALONG
 MF0288'GRAVEL ROAD, AT THE JUNC OF E-W GRAVEL ROAD, 106 FT SOUTH OF CENTER
 MF0288'LINE ROAD, 26 EAST OF CENTERLINE OF ROAD, 109 SOUTH-SOUTHEAST OF
 MF0288'CENTER OF JCT, 74 FT SOUTH OF FENCE CORNER, 47.5 FT SOUTH OF TRAV
 MF0288'STATION DANISH, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP
 MF0288'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0287 ***********************************************************************
 MF0287  DESIGNATION -  DANISH RM 2
 MF0287  PID         -  MF0287
 MF0287  STATE/COUNTY-  IL/GRUNDY
 MF0287  USGS QUAD   -  GARDNER (1983)
 MF0287
 MF0287                         *CURRENT SURVEY CONTROL
 MF0287  ___________________________________________________________________
 MF0287* NAD 83(1986)-  41 09 20.     (N)    088 20 18.     (W)     SCALED    
 MF0287* NAVD 88     -       181.602  (meters)     595.81   (feet)  ADJUSTED  
 MF0287  ___________________________________________________________________
 MF0287  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MF0287  DYNAMIC HT  -         181.529 (meters)     595.57  (feet)  COMP
 MF0287  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 MF0287
 MF0287  VERT ORDER  -  SECOND    CLASS 0
 MF0287
 MF0287.The horizontal coordinates were scaled from a topographic map and have
 MF0287.an estimated accuracy of +/- 6 seconds.
 MF0287
 MF0287.The orthometric height was determined by differential leveling
 MF0287.and adjusted by the National Geodetic Survey in June 1991..
 MF0287
 MF0287.The geoid height was determined by GEOID03.
 MF0287
 MF0287.The dynamic height is computed by dividing the NAVD 88
 MF0287.geopotential number by the normal gravity value computed on the
 MF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0287.degrees latitude (g = 980.6199 gals.).
 MF0287
 MF0287.The modeled gravity was interpolated from observed gravity values.
 MF0287
 MF0287;                    North         East    Units  Estimated Accuracy
 MF0287;SPC IL E     -   498,320.      299,580.      MT  (+/- 180 meters Scaled)
 MF0287
 MF0287                          SUPERSEDED SURVEY CONTROL
 MF0287
 MF0287  NGVD 29 (??/??/92)  181.678  (m)          596.06   (f) ADJ UNCH    2 0
 MF0287
 MF0287.Superseded values are not recommended for survey control.
 MF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0287.See file dsdata.txt to determine how the superseded data were derived.
 MF0287
 MF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL877568(NAD 83)
 MF0287_MARKER: DR = REFERENCE MARK DISK
 MF0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0287_STAMPING: DANISH NO 2 1960
 MF0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0287+STABILITY: SURFACE MOTION
 MF0287
 MF0287  HISTORY     - Date     Condition        Report By
 MF0287  HISTORY     - 1960     MONUMENTED       CGS
 MF0287  HISTORY     - 1961     GOOD             NGS
 MF0287
 MF0287                          STATION DESCRIPTION
 MF0287
 MF0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0287'2.4 MI SW FROM GARDNER.
 MF0287'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE OVERPASS
 MF0287'AT THE JUNCTION OF U.S. HIGHWAY 66 AND ALTERNATE U.S. HIGHWAY 66
 MF0287'IN THE WEST PART OF GARDNER, THENCE 0.55 MILES SOUTH ALONG A
 MF0287'GRAVEL ROAD, AT THE JUNCTION OF AN EAST-WEST GRAVELED ROAD
 MF0287'CROSSING, 25 FEET WEST OF THE CENTER LINE OF A ROAD, 61 FEET SOUTH
 MF0287'OF THE CENTER LINE OF A ROAD, 64 FEET SOUTHWEST OF THE CENTER OF
 MF0287'THE JUNCTION, 1 FOOT EAST OF THE FENCE, 39 FEET SOUTH OF A POWER
 MF0287'POLE, 51.1 FEET WEST-SOUTHWEST OF TRAVERSE STATION DANISH, 51.5
 MF0287'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 MF0287'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MF0287'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0755 ***********************************************************************
 JB0755  DESIGNATION -  DANKS
 JB0755  PID         -  JB0755
 JB0755  STATE/COUNTY-  IL/EFFINGHAM
 JB0755  USGS QUAD   -  EDGEWOOD (1985)
 JB0755
 JB0755                         *CURRENT SURVEY CONTROL
 JB0755  ___________________________________________________________________
 JB0755* NAD 83(1997)-  38 55 33.24001(N)    088 40 07.06397(W)     ADJUSTED  
 JB0755* NAVD 88     -       175.079  (meters)     574.40   (feet)  ADJUSTED  
 JB0755  ___________________________________________________________________
 JB0755  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 JB0755  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JB0755  DYNAMIC HT  -         174.972 (meters)     574.05  (feet)  COMP
 JB0755  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 JB0755
 JB0755  HORZ ORDER  -  SECOND
 JB0755  VERT ORDER  -  SECOND    CLASS 0
 JB0755
 JB0755.The horizontal coordinates were established by classical geodetic methods
 JB0755.and adjusted by the National Geodetic Survey in October 1999..
 JB0755
 JB0755.The orthometric height was determined by differential leveling
 JB0755.and adjusted by the National Geodetic Survey in June 1991..
 JB0755
 JB0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0755
 JB0755.The geoid height was determined by GEOID03.
 JB0755
 JB0755.The dynamic height is computed by dividing the NAVD 88
 JB0755.geopotential number by the normal gravity value computed on the
 JB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0755.degrees latitude (g = 980.6199 gals.).
 JB0755
 JB0755.The modeled gravity was interpolated from observed gravity values.
 JB0755
 JB0755;                    North         East     Units Scale Factor Converg.
 JB0755;SPC IL E     -   250,805.507   270,924.973   MT  0.99998541   -0 12 38.4
 JB0755;SPC IL E     -   822,851.07    888,859.68   sFT  0.99998541   -0 12 38.4
 JB0755;UTM  16      - 4,309,877.272   355,355.562   MT  0.99985763   -1 02 55.0
 JB0755
 JB0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0755!SPC IL E     -   0.99997750  x   0.99998541  =   0.99996291
 JB0755!UTM  16      -   0.99997750  x   0.99985763  =   0.99983513
 JB0755
 JB0755|---------------------------------------------------------------------|
 JB0755| PID    Reference Object                     Distance      Geod. Az  |
 JB0755|                                                           dddmmss.s |
 JB0755| JB0756 DANKS RM 2                            8.972 METERS 11043     |
 JB0755| JB0753 DANKS AZ MK                                        1831829.5 |
 JB0755| JB0754 DANKS RM 1                            7.690 METERS 35429     |
 JB0755|---------------------------------------------------------------------|
 JB0755
 JB0755                          SUPERSEDED SURVEY CONTROL
 JB0755
 JB0755  NAD 83(1986)-  38 55 33.25499(N)    088 40 07.05830(W) AD(       ) 2
 JB0755  NAD 27      -  38 55 33.08980(N)    088 40 06.87470(W) AD(       ) 2
 JB0755  NGVD 29 (??/??/92)  175.18   (m)          574.7    (f) COMPUTED    2 0
 JB0755
 JB0755.Superseded values are not recommended for survey control.
 JB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0755.See file dsdata.txt to determine how the superseded data were derived.
 JB0755
 JB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ5535609877(NAD 83)
 JB0755_MARKER: DE = TRAVERSE STATION DISK
 JB0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0755_STAMPING: DANKS 1960
 JB0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0755+STABILITY: SURFACE MOTION
 JB0755
 JB0755  HISTORY     - Date     Condition        Report By
 JB0755  HISTORY     - 1960     MONUMENTED       CGS
 JB0755  HISTORY     - 1960     GOOD             CGS
 JB0755
 JB0755                          STATION DESCRIPTION
 JB0755
 JB0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0755'STATION IS LOCATED ABOUT 0.4 MILE NORTHWEST OF THE BUSINESS SECTION
 JB0755'IN EDGEWOOD, IN THE
 JB0755'SOUTHWEST CORNER OF PASTURE LAND ON THE NORTH SIDE
 JB0755'OF A SURFACE ROAD WHERE IT MAKES A
 JB0755'CURVE TO THE LEFT AND JUST
 JB0755'SOUTHEAST OF MR FRANK HETHS HOUSE.
 JB0755'
 JB0755'TO REACH FROM THE CROSS STREETS JUST SOUTH OF THE ELEVATOR IN
 JB0755'EDGEWOOD, GO NORTHWEST
 JB0755'PASSING ERVINS STORE ON LEFT FOR 0.4 MILE TO WHERE ROAD
 JB0755'MAKES A CURVE TO THE LEFT
 JB0755'AND STATION ON RIGHT SIDE OF ROAD AT
 JB0755'SOUTHWEST CORNER OF PASTURE TO STATION AS DESCRIBED.
 JB0755'
 JB0755'STATION MARK, A STANDARD TRAVERSE DISK STAMPED DANKS 1960, IS SET IN
 JB0755'THE TOP OF A 10 INCH SQUARE
 JB0755'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS 61.5
 JB0755'FEET SOUTH-SOUTHEAST OF THE
 JB0755'SOUTHEAST CORNER OF HOUSE, 30 FEET NORTH
 JB0755'OF THE CENTER OF ROAD, 3.5 FEET NORTHEAST OF
 JB0755'FENCE CORNER AND 3.1
 JB0755'FEET NORTHEAST OF WITNESS POST.
 JB0755'
 JB0755'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED DANKS
 JB0755'NO 1 1960, IS SET IN
 JB0755'TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET
 JB0755'FLUSH.  THE MARK IS 55.5 FEET
 JB0755'NORTH OF THE CENTER OF ROAD, 42 FEET
 JB0755'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 27
 JB0755'FEET NORTH OF FENCE
 JB0755'CORNER AND WITNESS POST AND 6 INCHES EAST OF FENCE.
 JB0755'
 JB0755'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED DANKS
 JB0755'NO 2 1960, IS SET IN
 JB0755'TOP OF A 10 INCH SQUARE A CONCRETE POST WHICH IS SET
 JB0755'FLUSH.  THE MARK IS 32 EAST OF
 JB0755'FENCE CORNER AND WITNESS POST, 28 FEET
 JB0755'NORTH OF THE CENTER OF ROAD, 2.4 FEET NORTH OF
 JB0755'THE NORTH EDGE OF SIDE
 JB0755'WALK AND 1 FOOT NORTH OF FENCE.
 JB0755'
 JB0755'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED DANKS 1960, IS SET
 JB0755'IN TOP OF A 10 INCH SQUARE
 JB0755'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  THE
 JB0755'MARK IS 53 FEET WEST OF FENCE
 JB0755'CORNER, 17 FEET NORTH OF CENTER OF
 JB0755'ROAD, 2.2 FEET EAST OF WITNESS POST AND 1 FOOT
 JB0755'SOUTH OF FENCE.
 JB0755'
 JB0755'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST FOR 0.25
 JB0755'MILE TO CROSS STREETS, TURN
 JB0755'RIGHT AND GO SOUTH 0.15 MILE TO ROAD FORK JUST AFTER
 JB0755'CROSSING RAILROAD TRACKS, TAKE
 JB0755'RIGHT FORK AND GO WESTERLY FOR 0.1
 JB0755'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 JB0755'
 JB0755'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 JB0755
 JB0755                          STATION RECOVERY (1960)
 JB0755
 JB0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0755'0.6 MI NW FROM EDGEWOOD.
 JB0755'ABOUT 0.15 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM ITS
 JB0755'JUNCTION WITH THE BALTIMORE AND OHIO RAILROAD IN EDGEWOOD, THENCE
 JB0755'0.4 MILES NORTHWEST ALONG AN ASPHALT ROAD, AT THE OUTSIDE OF A
 JB0755'CURVE WITH TANGENTS EXTENDING TO THE WEST AND SOUTHEAST, 33 FEET
 JB0755'NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET NORTHEAST OF A FENCE
 JB0755'CORNER WHICH IS AT THE SOUTHWEST CORNER OF A PASTURE, 61 FEET
 JB0755'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE ASBESTOS SHINGLE
 JB0755'HOME, 5 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK, 65 FEET
 JB0755'EAST OF THE EAST EDGE OF THE SIDEWALK LEADING TO THE HOME, 3.3
 JB0755'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0755'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB0755'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0753 ***********************************************************************
 JB0753  DESIGNATION -  DANKS AZ MK
 JB0753  PID         -  JB0753
 JB0753  STATE/COUNTY-  IL/EFFINGHAM
 JB0753  USGS QUAD   -  EDGEWOOD (1985)
 JB0753
 JB0753                         *CURRENT SURVEY CONTROL
 JB0753  ___________________________________________________________________
 JB0753* NAD 83(1986)-  38 55 20.     (N)    088 40 06.     (W)     SCALED    
 JB0753* NAVD 88     -       175.381  (meters)     575.40   (feet)  ADJUSTED  
 JB0753  ___________________________________________________________________
 JB0753  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JB0753  DYNAMIC HT  -         175.274 (meters)     575.04  (feet)  COMP
 JB0753  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 JB0753
 JB0753  VERT ORDER  -  SECOND    CLASS 0
 JB0753
 JB0753.The horizontal coordinates were scaled from a topographic map and have
 JB0753.an estimated accuracy of +/- 6 seconds.
 JB0753
 JB0753.The orthometric height was determined by differential leveling
 JB0753.and adjusted by the National Geodetic Survey in June 1991..
 JB0753
 JB0753.The geoid height was determined by GEOID03.
 JB0753
 JB0753.The dynamic height is computed by dividing the NAVD 88
 JB0753.geopotential number by the normal gravity value computed on the
 JB0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0753.degrees latitude (g = 980.6199 gals.).
 JB0753
 JB0753.The modeled gravity was interpolated from observed gravity values.
 JB0753
 JB0753;                    North         East    Units  Estimated Accuracy
 JB0753;SPC IL E     -   250,400.      270,950.      MT  (+/- 180 meters Scaled)
 JB0753
 JB0753                          SUPERSEDED SURVEY CONTROL
 JB0753
 JB0753  NGVD 29 (??/??/92)  175.48   (m)          575.7    (f) COMPUTED    2 0
 JB0753
 JB0753.Superseded values are not recommended for survey control.
 JB0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0753.See file dsdata.txt to determine how the superseded data were derived.
 JB0753
 JB0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ553094(NAD 83)
 JB0753_MARKER: DZ = AZIMUTH MARK DISK
 JB0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0753_STAMPING: DANKS 1960
 JB0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0753+STABILITY: SURFACE MOTION
 JB0753
 JB0753  HISTORY     - Date     Condition        Report By
 JB0753  HISTORY     - 1960     MONUMENTED       CGS
 JB0753
 JB0753                          STATION DESCRIPTION
 JB0753
 JB0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0753'0.6 MI W FROM EDGEWOOD.
 JB0753'ABOUT 0.15 MILES NORTHEAST ALONG STATE HIGHWAY 37 FROM ITS
 JB0753'JUNCTION WITH THE BALTIMORE AND OHIO RAILROAD IN EDGEWOOD, THENCE
 JB0753'0.15 MILE NORTHWEST ALONG AN ASPHALT STREET, THENCE 0.15 MILE
 JB0753'WEST ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG A DIRT ROAD,
 JB0753'AT A FENCE CORNER NORTH OF THE ROAD, 18 FEET NORTH OF THE CENTER
 JB0753'LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 53 FEET WEST OF A
 JB0753'FENCE CORNER, 55 FEET WEST OF A LONE TWIN 36-INCH TREE, 61 FEET
 JB0753'WEST OF A POWER GUY POLE, 2.1 FEET EAST OF A METAL WITNESS POST,
 JB0753'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 JB0753'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0754 ***********************************************************************
 JB0754  DESIGNATION -  DANKS RM 1
 JB0754  PID         -  JB0754
 JB0754  STATE/COUNTY-  IL/EFFINGHAM
 JB0754  USGS QUAD   -  EDGEWOOD (1985)
 JB0754
 JB0754                         *CURRENT SURVEY CONTROL
 JB0754  ___________________________________________________________________
 JB0754* NAD 83(1986)-  38 55 33.     (N)    088 40 06.     (W)     SCALED    
 JB0754* NAVD 88     -       175.015  (meters)     574.20   (feet)  ADJUSTED  
 JB0754  ___________________________________________________________________
 JB0754  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JB0754  DYNAMIC HT  -         174.908 (meters)     573.84  (feet)  COMP
 JB0754  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 JB0754
 JB0754  VERT ORDER  -  SECOND    CLASS 0
 JB0754
 JB0754.The horizontal coordinates were scaled from a topographic map and have
 JB0754.an estimated accuracy of +/- 6 seconds.
 JB0754
 JB0754.The orthometric height was determined by differential leveling
 JB0754.and adjusted by the National Geodetic Survey in June 1991..
 JB0754
 JB0754.The geoid height was determined by GEOID03.
 JB0754
 JB0754.The dynamic height is computed by dividing the NAVD 88
 JB0754.geopotential number by the normal gravity value computed on the
 JB0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0754.degrees latitude (g = 980.6199 gals.).
 JB0754
 JB0754.The modeled gravity was interpolated from observed gravity values.
 JB0754
 JB0754;                    North         East    Units  Estimated Accuracy
 JB0754;SPC IL E     -   250,800.      270,950.      MT  (+/- 180 meters Scaled)
 JB0754
 JB0754                          SUPERSEDED SURVEY CONTROL
 JB0754
 JB0754  NGVD 29 (??/??/92)  175.12   (m)          574.5    (f) COMPUTED    2 0
 JB0754
 JB0754.Superseded values are not recommended for survey control.
 JB0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0754.See file dsdata.txt to determine how the superseded data were derived.
 JB0754
 JB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ553098(NAD 83)
 JB0754_MARKER: DR = REFERENCE MARK DISK
 JB0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0754_STAMPING: DANKS NO 1 1960
 JB0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0754+STABILITY: SURFACE MOTION
 JB0754
 JB0754  HISTORY     - Date     Condition        Report By
 JB0754  HISTORY     - 1960     MONUMENTED       CGS
 JB0754
 JB0754                          STATION DESCRIPTION
 JB0754
 JB0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0754'0.6 MI NW FROM EDGEWOOD.
 JB0754'ABOUT 0.15 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM ITS
 JB0754'JUNCTION WITH THE BALTIMORE AND OHIO RAILROAD IN EDGEWOOD, THENCE
 JB0754'0.4 MILE NORTHWEST ALONG AN ASPHALT ROAD, AT THE OUTSIDE OF A
 JB0754'CURVE WITH TANGENTS EXTENDING TO THE WEST AND SOUTHEAST, 57 FEET
 JB0754'NORTH OF THE CENTER LINE OF THE ROAD, 1/2 FOOT EAST OF A FENCE,
 JB0754'27 FEET NORTH OF A FENCE CORNER, 42 FEET SOUTHEAST OF THE
 JB0754'SOUTHEAST CORNER OF A WHITE ASBESTOS SHINGLED HOME, 29 FEET NORTH
 JB0754'OF THE NORTH EDGE OF SIDEWALK, 50 FEET EAST OF THE EAST EDGE
 JB0754'OF THE SIDEWALK LEADING TO THE HOME, 25.2 FEET NORTH OF TRAVERSE
 JB0754'STATION DANKS, 27.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 JB0754'FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0754'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0756 ***********************************************************************
 JB0756  DESIGNATION -  DANKS RM 2
 JB0756  PID         -  JB0756
 JB0756  STATE/COUNTY-  IL/EFFINGHAM
 JB0756  USGS QUAD   -  EDGEWOOD (1985)
 JB0756
 JB0756                         *CURRENT SURVEY CONTROL
 JB0756  ___________________________________________________________________
 JB0756* NAD 83(1986)-  38 55 33.     (N)    088 40 06.     (W)     SCALED    
 JB0756* NAVD 88     -       175.100  (meters)     574.47   (feet)  ADJUSTED  
 JB0756  ___________________________________________________________________
 JB0756  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JB0756  DYNAMIC HT  -         174.993 (meters)     574.12  (feet)  COMP
 JB0756  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 JB0756
 JB0756  VERT ORDER  -  SECOND    CLASS 0
 JB0756
 JB0756.The horizontal coordinates were scaled from a topographic map and have
 JB0756.an estimated accuracy of +/- 6 seconds.
 JB0756
 JB0756.The orthometric height was determined by differential leveling
 JB0756.and adjusted by the National Geodetic Survey in June 1991..
 JB0756
 JB0756.The geoid height was determined by GEOID03.
 JB0756
 JB0756.The dynamic height is computed by dividing the NAVD 88
 JB0756.geopotential number by the normal gravity value computed on the
 JB0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0756.degrees latitude (g = 980.6199 gals.).
 JB0756
 JB0756.The modeled gravity was interpolated from observed gravity values.
 JB0756
 JB0756;                    North         East    Units  Estimated Accuracy
 JB0756;SPC IL E     -   250,800.      270,950.      MT  (+/- 180 meters Scaled)
 JB0756
 JB0756                          SUPERSEDED SURVEY CONTROL
 JB0756
 JB0756  NGVD 29 (??/??/92)  175.20   (m)          574.8    (f) COMPUTED    2 0
 JB0756
 JB0756.Superseded values are not recommended for survey control.
 JB0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0756.See file dsdata.txt to determine how the superseded data were derived.
 JB0756
 JB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ553098(NAD 83)
 JB0756_MARKER: DR = REFERENCE MARK DISK
 JB0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0756_STAMPING: DANKS NO 2 1960
 JB0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0756+STABILITY: SURFACE MOTION
 JB0756
 JB0756  HISTORY     - Date     Condition        Report By
 JB0756  HISTORY     - 1960     MONUMENTED       CGS
 JB0756  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0756
 JB0756                          STATION DESCRIPTION
 JB0756
 JB0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0756'0.6 MI NW FROM EDGEWOOD.
 JB0756'ABOUT 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 37 FROM ITS
 JB0756'JUNCTION WITH THE BALTIMORE AND OHIO RAILROAD IN EDGEWOOD, THENCE
 JB0756'0.4 MILE NORTHWEST ALONG AN ASPHALT ROAD, AT THE OUTSIDE OF A
 JB0756'CURVE WITH TANGENTS EXTENDING TO THE WEST AND SOUTHEAST, 29 FEET
 JB0756'NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE NORTH
 JB0756'EDGE OF A SIDEWALK, 32 FEET EAST OF A FENCE CORNER, 87 FEET
 JB0756'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE ASBESTOS
 JB0756'SHINGLED HOME, 29.4 FEET EAST OF TRAVERSE STATION DANKS, 31.3
 JB0756'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JB0756'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JB0756'THE GROUND.
 JB0756
 JB0756                          STATION RECOVERY (1983)
 JB0756
 JB0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1879 ***********************************************************************
 LC1879  DESIGNATION -  DANVERS MUNICIPAL TANK
 LC1879  PID         -  LC1879
 LC1879  STATE/COUNTY-  IL/MCLEAN
 LC1879  USGS QUAD   -  DANVERS (1970)
 LC1879
 LC1879                         *CURRENT SURVEY CONTROL
 LC1879  ___________________________________________________________________
 LC1879* NAD 83(1997)-  40 31 40.55123(N)    089 10 29.65703(W)     ADJUSTED  
 LC1879* NAVD 88     -                                                        
 LC1879  ___________________________________________________________________
 LC1879  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 LC1879  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LC1879
 LC1879  HORZ ORDER  -  THIRD
 LC1879
 LC1879.The horizontal coordinates were established by classical geodetic methods
 LC1879.and adjusted by the National Geodetic Survey in October 1999..
 LC1879
 LC1879
 LC1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1879
 LC1879.The geoid height was determined by GEOID03.
 LC1879
 LC1879;                    North         East     Units Scale Factor Converg.
 LC1879;SPC IL E     -   428,960.456   228,692.848   MT  1.00003756   -0 32 48.8
 LC1879;SPC IL E     - 1,407,347.76    750,303.12   sFT  1.00003756   -0 32 48.8
 LC1879;SPC IL W     -   429,078.257   784,030.283   MT  1.00002806   +0 38 40.2
 LC1879;SPC IL W     - 1,407,734.25  2,572,272.69   sFT  1.00002806   +0 38 40.2
 LC1879;UTM  16      - 4,488,627.682   315,781.419   MT  1.00001774   -1 24 49.3
 LC1879
 LC1879                          SUPERSEDED SURVEY CONTROL
 LC1879
 LC1879  NAD 83(1986)-  40 31 40.56361(N)    089 10 29.66161(W) AD(       ) 4
 LC1879  NAD 27      -  40 31 40.43200(N)    089 10 29.36200(W) AD(       ) 3
 LC1879
 LC1879.Superseded values are not recommended for survey control.
 LC1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1879.See file dsdata.txt to determine how the superseded data were derived.
 LC1879
 LC1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1578188628(NAD 83)
 LC1879_MARKER: 53 = ELEVATED TANK
 LC1879
 LC1879  HISTORY     - Date     Condition        Report By
 LC1879  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1879
 LC1879                          STATION DESCRIPTION
 LC1879
 LC1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1879'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 LC1879'TANK LOCATED IN THE SOUTHEAST SECTION OF DANVERS.  IT IS
 LC1879'A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND
 LC1879'IS PAINTED SILVER.  THE HEIGHT IS ABOUT 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1880 ***********************************************************************
 LC1880  DESIGNATION -  DANVERS SOUTH MICROWAVE MAST
 LC1880  PID         -  LC1880
 LC1880  STATE/COUNTY-  IL/MCLEAN
 LC1880  USGS QUAD   -  DANVERS (1970)
 LC1880
 LC1880                         *CURRENT SURVEY CONTROL
 LC1880  ___________________________________________________________________
 LC1880* NAD 83(1997)-  40 30 57.82250(N)    089 08 08.26604(W)     ADJUSTED  
 LC1880* NAVD 88     -                                                        
 LC1880  ___________________________________________________________________
 LC1880  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 LC1880  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LC1880
 LC1880  HORZ ORDER  -  THIRD
 LC1880
 LC1880.The horizontal coordinates were established by classical geodetic methods
 LC1880.and adjusted by the National Geodetic Survey in October 1999..
 LC1880
 LC1880
 LC1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1880
 LC1880.The geoid height was determined by GEOID03.
 LC1880
 LC1880;                    North         East     Units Scale Factor Converg.
 LC1880;SPC IL E     -   427,611.445   232,008.723   MT  1.00003188   -0 31 16.5
 LC1880;SPC IL E     - 1,402,921.88    761,181.95   sFT  1.00003188   -0 31 16.5
 LC1880;SPC IL W     -   427,798.478   787,373.476   MT  1.00003511   +0 40 11.5
 LC1880;SPC IL W     - 1,403,535.51  2,583,241.15   sFT  1.00003511   +0 40 11.5
 LC1880;UTM  16      - 4,487,228.704   319,076.429   MT  1.00000293   -1 23 16.1
 LC1880
 LC1880                          SUPERSEDED SURVEY CONTROL
 LC1880
 LC1880  NAD 83(1986)-  40 30 57.83491(N)    089 08 08.26930(W) AD(       ) 4
 LC1880  NAD 27      -  40 30 57.70100(N)    089 08 07.97700(W) AD(       ) 3
 LC1880
 LC1880.Superseded values are not recommended for survey control.
 LC1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1880.See file dsdata.txt to determine how the superseded data were derived.
 LC1880
 LC1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1907687229(NAD 83)
 LC1880_MARKER: 42 = RADIO/TV MAST
 LC1880
 LC1880  HISTORY     - Date     Condition        Report By
 LC1880  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1880
 LC1880                          STATION DESCRIPTION
 LC1880
 LC1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1880'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH ONE OF
 LC1880'TWO MICRO-WAVE MASTS LOCATED ABOUT 2 MILES EAST OF DANVERS
 LC1880'AND ABOUT 7 MILES NORTHWEST OF BLOOMINGTON.  THE MASTS ARE
 LC1880'UNIFORM CROSS-SECTION STEEL STRUCTURES SUPPORTED BY GUY
 LC1880'WIRES AND CONNECTED AT THE TOP BY A LARGE MICRO-WAVE REFLECTOR.
 LC1880'THE MASTS ARE ABOUT 100 FEET HIGH AND ARE PAINTED IN ALTERNATE
 LC1880'SECTIONS OF ORANGE AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2671 ***********************************************************************
 LB2671  DESIGNATION -  DANVILLE
 LB2671  PID         -  LB2671
 LB2671  STATE/COUNTY-  IL/VERMILION
 LB2671  USGS QUAD   -  DANVILLE NW (1978)
 LB2671
 LB2671                         *CURRENT SURVEY CONTROL
 LB2671  ___________________________________________________________________
 LB2671* NAD 83(1997)-  40 09 17.10673(N)    087 37 43.43101(W)     ADJUSTED  
 LB2671* NAVD 88     -       184.68   (+/-2cm)     605.9    (feet)  VERTCON   
 LB2671  ___________________________________________________________________
 LB2671  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 LB2671  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LB2671
 LB2671  HORZ ORDER  -  SECOND
 LB2671  VERT ORDER  -  THIRD ? (See Below)
 LB2671
 LB2671.The horizontal coordinates were established by classical geodetic methods
 LB2671.and adjusted by the National Geodetic Survey in October 1999..
 LB2671
 LB2671.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2671.The vertical order pertains to the NGVD 29 superseded value.
 LB2671
 LB2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2671
 LB2671.The geoid height was determined by GEOID03.
 LB2671
 LB2671;                    North         East     Units Scale Factor Converg.
 LB2671;SPC IL E     -   387,420.967   360,031.436   MT  1.00001935   +0 27 15.8
 LB2671;SPC IL E     - 1,271,063.62  1,181,203.14   sFT  1.00001935   +0 27 15.8
 LB2671;SPC IN W     -   544,842.729   853,533.140   MT  0.99999324   -0 21 06.1
 LB2671;SPC IN W     - 1,787,538.19  2,800,299.98   sFT  0.99999324   -0 21 06.1
 LB2671;UTM  16      - 4,445,122.853   446,452.890   MT  0.99963530   -0 24 19.6
 LB2671
 LB2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2671!SPC IL E     -   0.99997613  x   1.00001935  =   0.99999548
 LB2671!SPC IN W     -   0.99997613  x   0.99999324  =   0.99996937
 LB2671!UTM  16      -   0.99997613  x   0.99963530  =   0.99961144
 LB2671
 LB2671|---------------------------------------------------------------------|
 LB2671| PID    Reference Object                     Distance      Geod. Az  |
 LB2671|                                                           dddmmss.s |
 LB2671| CM3385 DANVILLE RM 1                        50.124 METERS 06019     |
 LB2671| CM3384 DANVILLE AZ MK                                     0975023.1 |
 LB2671| LB2263 DANVILLE C AND EI RR SHOPS STK      APPROX. 4.1 KM 1200750.8 |
 LB2671| CM3386 DANVILLE RM 2                        63.191 METERS 17638     |
 LB2671| LB2266 YOUNG                               APPROX. 6.7 KM 2992914.7 |
 LB2671|---------------------------------------------------------------------|
 LB2671
 LB2671                          SUPERSEDED SURVEY CONTROL
 LB2671
 LB2671  NAD 83(1997)-  40 09 17.10668(N)    087 37 43.43103(W) AD(       ) 2
 LB2671  NAD 83(1986)-  40 09 17.11816(N)    087 37 43.43836(W) AD(       ) 2
 LB2671  NAD 27      -  40 09 16.98400(N)    087 37 43.36900(W) AD(       ) 2
 LB2671  NGVD 29 (07/19/86)  184.72   (m)          606.0    (f) LEVELING    3  
 LB2671
 LB2671.Superseded values are not recommended for survey control.
 LB2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2671.See file dsdata.txt to determine how the superseded data were derived.
 LB2671
 LB2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4645345123(NAD 83)
 LB2671_MARKER: DS = TRIANGULATION STATION DISK
 LB2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2671
 LB2671  HISTORY     - Date     Condition        Report By
 LB2671  HISTORY     - 1934     MONUMENTED       CGS
 LB2671  HISTORY     - 1950     MARK NOT FOUND   CGS
 LB2671  HISTORY     - 1964     GOOD             CGS
 LB2671  HISTORY     - 1970     GOOD             NGS
 LB2671  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LB2671
 LB2671                          STATION DESCRIPTION
 LB2671
 LB2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2671'IN THE CITY OF DANVILLE, IN THE 1,640 BLOCK OF NORTH VERMILION STREET
 LB2671'(STATE HIGHWAY 1), 0.1 MILE EAST OF NORTH VERMILION STREET, 205 FEET
 LB2671'EAST OF THE BACK FENCE OF A TIER OF LOTS FACING VERMILION STREET,
 LB2671'145 FEET WEST OF A TELEPHONE LINE THAT IS ON THE WEST SIDE OF
 LB2671'WASHINGTON AVENUE, 181 FEET NORTH OF CURBING ON THE NORTH SIDE
 LB2671'OF PROSPECT PLACE, 31 FEET SOUTH OF A 15-INCH ELM TREE, AND SET
 LB2671'FLUSH.
 LB2671'
 LB2671'TO REACH FROM POST OFFICE IN DANVILLE, GO NORTH ON NORTH VERMILION
 LB2671'STREET 1.8 MILES TO PROSPECT PLACE.  TURN EAST AND GO 0.1 MILE TO
 LB2671'THE INTERSECTION WITH WASHINGTON AVENUE.  TURN NORTHWEST ACROSS
 LB2671'VACANT LOT AND GO ABOUT 200 FEET TO THE STATION.
 LB2671'
 LB2671'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2671'DISKS SET IN CONCRETE AS DESCRIBED.
 LB2671'
 LB2671'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF STATION, 1 FOOT SOUTH OF
 LB2671'THE THIRD TELEPHONE POLE NORTH OF THE INTERSECTION OF WASHINGTON
 LB2671'AVENUE AND PROSPECT PLACE, AND IS SET FLUSH WITH THE SURFACE.
 LB2671'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, IN THE CENTER OF THE
 LB2671'PARKWAY ON PROSPECT PLACE, 11 FEET WEST OF AN 18-INCH ELM TREE,
 LB2671'39 FEET SOUTHEAST OF A TRANSMISSION-LINE POLE, AND PROJECTS 1
 LB2671'INCH.  DISTANCE BETWEEN REFERENCE MARKS IS 316.92 FEET.
 LB2671'
 LB2671'AZIMUTH MARK IS EAST OF THE STATION, ON ROSELAWN GOLF COURSE, ABOUT
 LB2671'90 FEET WEST OF A CONCRETE PROPERTY CORNER POST, 8 FEET NORTH OF A
 LB2671'16-INCH ELM TREE, 100 FEET EAST OF THE HOLE IN THE NO. 5 GREEN, AND
 LB2671'PROJECTS 8 INCHES.
 LB2671'
 LB2671'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 LB2671
 LB2671                          STATION RECOVERY (1950)
 LB2671
 LB2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (MML)
 LB2671'REFERENCE MARK 1 WAS DESTROYED DUE TO THE CONSTRUCTION OF A CONCRETE
 LB2671'DRIVEWAY TO THE NEW HOME AT 1608 NORTH JACKSON STREET.
 LB2671
 LB2671                          STATION RECOVERY (1964)
 LB2671
 LB2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 LB2671'STATION MARK, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 LB2671'STATION MARK LOCATED APPROX. 35 FEET WEST OF HOUSE AT 1606 N.
 LB2671'JACKSON ST.  AZIMUTH MARK LOCATED NORTH OF HOUSE AT 323 FLETCHER
 LB2671'ST., 50.5 FT. N OF NW CORNER OF ATTACHED GARAGE.  MARK PROJECTS 4
 LB2671'INCHES.
 LB2671
 LB2671                          STATION RECOVERY (1970)
 LB2671
 LB2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LB2671'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 LB2671'IN GOOD CONDITION.  THE LINE OF SIGHT TO THE AZIMUTH MARK WAS
 LB2671'FOUND TO BE OBSTRUCTED BY A HOUSE AND TREES.  REFERENCE MARK 2
 LB2671'OBSTRUCTED BY A HOUSE.  THE IS NO PLACE TO SET ANY ADDITIONAL
 LB2671'MARKS NOR IS IT POSSIBLE TO TAKE A POLARIS OBSERVATION DUE TO A
 LB2671'TREE JUST NORTH OF THE STATION.
 LB2671'
 LB2671'THE STATION IS LOCATED IN THE NORTH EDGE OF DANVILLE IN THE BACK LAWN
 LB2671'OF THE HOME OF MR. L. J. SUMILA AT 1606 JACKSON STREET, 28 FEET
 LB2671'NORTH OF A WOODEN FENCE, 27 FEET SOUTH OF A 12 INCH TREE, 11 FEET
 LB2671'NORTH OF AN 8 INCH TREE AND 47 FEET SOUTHWEST OF THE NORTHWEST
 LB2671'CORNER OF THE HOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB2671'STAMPED DANVILLE 1934.
 LB2671'
 LB2671'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 LB2671'LANE OF PROSPECT STREET, 17 FEET NORTH OF THE CENTERLINE OF THE
 LB2671'EAST BOUND LANE OF THE STREET, DUE NORTH OF HOUSE AT 14 PROSPECT
 LB2671'STREET, IN THE GRASS DIVIDER OF THE STREET.  THE MONUMENT PROJECTS
 LB2671'3 INCHES AND THE DISK IS STAMPED DANVILLE NO 2 1934.
 LB2671'
 LB2671'THE AZIMUTH MARK IS LOCATED IN THE BACK YARD OF HOUSE AT 323 FLETCHER
 LB2671'STREET, OWNED BY THE GOLDENS, 50 FEET NORTH OF THE NORTHWEST CORNER
 LB2671'OF THE HOUSE, 13 FEET NORTHEAST OF A 24 INCH OAK TREE AND 22 FEET
 LB2671'NORTHWEST OF A 24 INCH TREE.  THE MONUMENT PROJECTS 6 INCHES AND
 LB2671'THE DISK IS STAMPED DANVILLE 1934 AZIMUTH.
 LB2671'
 LB2671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DANVILLE.
 LB2671
 LB2671                          STATION RECOVERY (1972)
 LB2671
 LB2671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LB2671'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 LB2671'IN GOOD CONDITION.  THE LINE OF SIGHT TO BOTH THE AZIMUTH MARK AND
 LB2671'REFERENCE MARK IS OBSTRUCTED BY HOUSES.  THE STATION MARK IS
 LB2671'ENTIRELY SURROUNDED BY TREES, HOUSES AND OF NO USE TO ANYONE.  AN
 LB2671'AZIMUTH OBSERVATION FROM THE STATION MARK COULD NOT BE TAKEN
 LB2671'DUE TO A TREE JUST NORTH OF THE MARK.  A NEW STATION DANVILLE 2
 LB2671'1972 WAS SET AND MEASUREMENT MADE AFTER GETTING PERMISSION FROM
 LB2671'PROPERTY OWNER TO TIE BACK SHRUBS.  SINCE NO OBJECT COULD BE SEEN
 LB2671'FROM THE STATION MARK A POLARIS OBSERVATION WAS MADE AT THE
 LB2671'STATION DANVILLE 2 1972.
 LB2671'
 LB2671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DANVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2265 ***********************************************************************
 LB2265  DESIGNATION -  DANVILLE 2
 LB2265  PID         -  LB2265
 LB2265  STATE/COUNTY-  IL/VERMILION
 LB2265  USGS QUAD   -  DANVILLE NW (1978)
 LB2265
 LB2265                         *CURRENT SURVEY CONTROL
 LB2265  ___________________________________________________________________
 LB2265* NAD 83(1997)-  40 09 16.42201(N)    087 37 41.05424(W)     ADJUSTED  
 LB2265* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 LB2265  ___________________________________________________________________
 LB2265  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LB2265  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LB2265
 LB2265  HORZ ORDER  -  SECOND
 LB2265
 LB2265.The horizontal coordinates were established by classical geodetic methods
 LB2265.and adjusted by the National Geodetic Survey in October 1999..
 LB2265.No horizontal observational check was made to the station.
 LB2265
 LB2265.The orthometric height was scaled from a topographic map.
 LB2265
 LB2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2265
 LB2265.The geoid height was determined by GEOID03.
 LB2265
 LB2265;                    North         East     Units Scale Factor Converg.
 LB2265;SPC IL E     -   387,400.294   360,087.853   MT  1.00001943   +0 27 17.3
 LB2265;SPC IL E     - 1,270,995.80  1,181,388.23   sFT  1.00001943   +0 27 17.3
 LB2265;SPC IN W     -   544,821.265   853,589.259   MT  0.99999317   -0 21 04.6
 LB2265;SPC IN W     - 1,787,467.77  2,800,484.09   sFT  0.99999317   -0 21 04.6
 LB2265;UTM  16      - 4,445,101.345   446,508.969   MT  0.99963522   -0 24 18.1
 LB2265
 LB2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2265!SPC IL E     -   0.99997311  x   1.00001943  =   0.99999254
 LB2265!SPC IN W     -   0.99997311  x   0.99999317  =   0.99996628
 LB2265!UTM  16      -   0.99997311  x   0.99963522  =   0.99960834
 LB2265
 LB2265|---------------------------------------------------------------------|
 LB2265| PID    Reference Object                     Distance      Geod. Az  |
 LB2265|                                                           dddmmss.s |
 LB2265| CM3389 DANVILLE 2 RM 4                       7.390 METERS 19421     |
 LB2265| LB2671 DANVILLE                             60.085 METERS 29035     |
 LB2265| CM3388 DANVILLE 2 RM 3                       9.635 METERS 34749     |
 LB2265| CM3387 DANVILLE 2 AZ MK                                   3571136.2 |
 LB2265|---------------------------------------------------------------------|
 LB2265
 LB2265                          SUPERSEDED SURVEY CONTROL
 LB2265
 LB2265  NAD 83(1997)-  40 09 16.42197(N)    087 37 41.05426(W) AD(       ) 2
 LB2265  NAD 83(1986)-  40 09 16.43346(N)    087 37 41.06162(W) AD(       ) 2
 LB2265  NAD 27      -  40 09 16.29926(N)    087 37 40.99234(W) AD(       ) 2
 LB2265
 LB2265.Superseded values are not recommended for survey control.
 LB2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2265.See file dsdata.txt to determine how the superseded data were derived.
 LB2265
 LB2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4650945101(NAD 83)
 LB2265_MARKER: DS = TRIANGULATION STATION DISK
 LB2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2265
 LB2265  HISTORY     - Date     Condition        Report By
 LB2265  HISTORY     - 1972     MONUMENTED       NGS
 LB2265
 LB2265                          STATION DESCRIPTION
 LB2265
 LB2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LB2265'THE STATION IS LOCATED IN THE NORTH EDGE OF DANVILLE, 149 FEET NORTH
 LB2265'OF THE CENTERLINE OF PROSPECT STREET, 24-1/2 FEET EAST OF THE
 LB2265'CENTERLINE OF JACKSON STREET, 3 FEET SOUTHWEST OF A POWER LINE
 LB2265'TRANSFORMER POLE, 6 FEET EAST OF THE EAST CURBING OF JACKSON
 LB2265'STREET AND 1 FOOT EAST OF THE EAST EDGE OF A SIDEWALK.  THE
 LB2265'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DANVILLE 2 1972.
 LB2265'
 LB2265'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DANVILLE 2 NO 3 1972, SET
 LB2265'IN A DRILL HOLE IN THE EAST CONCRETE CURBING OF JACKSON STREET, 169
 LB2265'FEET NORTH OF THE CENTERLINE OF PROSPECT STREET, 18 FEET EAST OF
 LB2265'THE CENTERLINE OF JACKSON STREET AND 28 FEET NORTHWEST OF THE POWER
 LB2265'POLE.
 LB2265'
 LB2265'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DANVILLE 2 NO 4 1972,
 LB2265'SET IN A DRILL HOLE IN THE EAST CONCRETE CURBING OF JACKSON STREET,
 LB2265'125 FEET NORTH OF THE CENTERLINE OF PROSPECT STREET, 18 FEET EAST
 LB2265'OF THE CENTERLINE OF JACKSON STREET AND 27 FEET SOUTHWEST OF THE
 LB2265'POWER POLE.
 LB2265'
 LB2265'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTH
 LB2265'END OF A CONCRETE RETAINING WALL ABOUT 8 INCHES ABOVE THE SIDEWALK,
 LB2265'24 FEET WEST OF THE CENTERLINE OF JACKSON STREET, 167 FEET NORTH OF
 LB2265'THE CENTERLINE OF CONRON STREET, 11 FEET SOUTH OF THE CENTERLINE
 LB2265'OF A DRIVEWAY, 1/2 FOOT SOUTH OF THE NORTH END OF THE WALL, 0.3
 LB2265'MILE NORTH OF THE STATION AND STAMPED DANVILLE 2 1972.
 LB2265'
 LB2265'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2304 ***********************************************************************
 LB2304  DESIGNATION -  DARROW
 LB2304  PID         -  LB2304
 LB2304  STATE/COUNTY-  IL/IROQUOIS
 LB2304  USGS QUAD   -  DARROW (1976)
 LB2304
 LB2304                         *CURRENT SURVEY CONTROL
 LB2304  ___________________________________________________________________
 LB2304* NAD 83(1997)-  40 42 29.35530(N)    087 35 32.35745(W)     ADJUSTED  
 LB2304* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 LB2304  ___________________________________________________________________
 LB2304  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LB2304  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LB2304
 LB2304  HORZ ORDER  -  THIRD
 LB2304
 LB2304.The horizontal coordinates were established by classical geodetic methods
 LB2304.and adjusted by the National Geodetic Survey in October 1999..
 LB2304
 LB2304.The orthometric height was scaled from a topographic map.
 LB2304
 LB2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2304
 LB2304.The geoid height was determined by GEOID03.
 LB2304
 LB2304;                    North         East     Units Scale Factor Converg.
 LB2304;SPC IL E     -   448,896.920   362,618.052   MT  1.00002324   +0 28 59.9
 LB2304;SPC IL E     - 1,472,755.98  1,189,689.39   sFT  1.00002324   +0 28 59.9
 LB2304;SPC IN W     -   606,274.090   856,989.200   MT  0.99998943   -0 19 55.1
 LB2304;SPC IN W     - 1,989,084.24  2,811,638.73   sFT  0.99998943   -0 19 55.1
 LB2304;UTM  16      - 4,506,528.919   449,965.638   MT  0.99963081   -0 23 10.8
 LB2304
 LB2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2304!SPC IL E     -   0.99997193  x   1.00002324  =   0.99999517
 LB2304!SPC IN W     -   0.99997193  x   0.99998943  =   0.99996136
 LB2304!UTM  16      -   0.99997193  x   0.99963081  =   0.99960275
 LB2304
 LB2304:                Primary Azimuth Mark                     Grid Az
 LB2304:SPC IL E     -  SHELDON MUNICIPAL STANDPIPE              018 19 45.7
 LB2304:SPC IN W     -  SHELDON MUNICIPAL STANDPIPE              019 08 40.7
 LB2304:UTM  16      -  SHELDON MUNICIPAL STANDPIPE              019 11 56.4
 LB2304
 LB2304|---------------------------------------------------------------------|
 LB2304| PID    Reference Object                     Distance      Geod. Az  |
 LB2304|                                                           dddmmss.s |
 LB2304| LB2288 SHELDON MUNICIPAL STANDPIPE         APPROX. 7.2 KM 0184845.6 |
 LB2304| CM3390 DARROW AZ MK                                       1781506.2 |
 LB2304| CM3391 DARROW RM 1                          22.380 METERS 23940     |
 LB2304| CM3392 DARROW RM 2                          24.715 METERS 30618     |
 LB2304|---------------------------------------------------------------------|
 LB2304
 LB2304                          SUPERSEDED SURVEY CONTROL
 LB2304
 LB2304  NAD 83(1997)-  40 42 29.35530(N)    087 35 32.35739(W) AD(       ) 3
 LB2304  NAD 83(1986)-  40 42 29.36277(N)    087 35 32.36587(W) AD(       ) 3
 LB2304  NAD 27      -  40 42 29.23490(N)    087 35 32.26820(W) AD(       ) 3
 LB2304
 LB2304.Superseded values are not recommended for survey control.
 LB2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2304.See file dsdata.txt to determine how the superseded data were derived.
 LB2304
 LB2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4996606529(NAD 83)
 LB2304_MARKER: DS = TRIANGULATION STATION DISK
 LB2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2304
 LB2304  HISTORY     - Date     Condition        Report By
 LB2304  HISTORY     - 1955     MONUMENTED       CGS
 LB2304  HISTORY     - 1970     GOOD             ILDT
 LB2304
 LB2304                          STATION DESCRIPTION
 LB2304
 LB2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2304'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF WATSEKA AND 5 MILES
 LB2304'SOUTHWEST OF SHELDON, NEAR THE SOUTHWEST CORNER OF A LAWN OF MR.
 LB2304'F. C. DISOSWAY.  IT IS 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LB2304'MR. DISOSWAYS HOME, 37 FEET EAST OF THE CENTER OF A PAVED ROAD AND
 LB2304'29 FEET SOUTH OF A 36 INCH MAPLE TREE.  THE MARK IS ABOUT 2 INCHES
 LB2304'UNDERGROUND AND THE DISK IS STAMPED DARROW 1955.
 LB2304'
 LB2304'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE CENTER OF THE PAVED ROAD,
 LB2304'2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.
 LB2304'THE MARK IS FLUSH AND THE DISK IS STAMPED DARROW NO 1 1955.
 LB2304'
 LB2304'REFERENCE MARK NO. 2 IS 28 FEET WEST OF THE CENTER OF THE PAVED ROAD
 LB2304'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LB2304'IS STAMPED DARROW NO 2 1955.
 LB2304'
 LB2304'AZIMUTH MARK IS ABOUT 300 FEET NORTHEAST OF THE INTERSECTION OF A
 LB2304'PAVED NORTH-SOUTH ROAD WITH A PAVED ROAD EAST AND A GRAVEL ROAD WEST
 LB2304'NEAR THE POINT WHERE A PAVED TRAFFIC INTERCHANGE ROAD JOINS THE
 LB2304'NORTH-SOUTH PAVED ROAD, 42 FEET EAST OF THE CENTER OF THE
 LB2304'NORTH-SOUTH PAVED ROAD, 1 FOOT NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 LB2304'MARKER AND 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 LB2304'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DARROW 1955.
 LB2304'
 LB2304'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 24 AND 52 IN
 LB2304'SHELDON, GO WEST ON HIGHWAY 24 FOR 1.6 MILES TO A SIDE ROAD LEFT,
 LB2304'TURN LEFT AND GO SOUTH ON PAVED ROAD (STOCKLAND ROAD) FOR 4.5 MILES
 LB2304'TO THE STATION ON THE LEFT, EAST SIDE OF ROAD AS DESCRIBED.
 LB2304'CONTINUE SOUTH ON PAVED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 LB2304'LEFT, EAST SIDE OF ROAD, JUST BEFORE REACHING CROSSROAD.
 LB2304'
 LB2304'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2304
 LB2304                          STATION RECOVERY (1970)
 LB2304
 LB2304'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DRR)
 LB2304'DARROW 1955 RECOVERED IN GOOD CONDITION.
 LB2304'
 LB2304'DARROW NO 1 1955 RECOVERED IN GOOD CONDITION.
 LB2304'
 LB2304'DARROW NO 2 1955 RECOVERED IN GOOD CONDITION.
 LB2304'
 LB2304'DARROW 1955 AZI-MK NOT CHECKED.
 LB2304'
 LB2304'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--1) 36
 LB2304'MAPLE TREE 29 FEET NORTH OF STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0311 ***********************************************************************
 MF0311  DESIGNATION -  DAVE
 MF0311  PID         -  MF0311
 MF0311  STATE/COUNTY-  IL/GRUNDY
 MF0311  USGS QUAD   -  GARDNER (1983)
 MF0311
 MF0311                         *CURRENT SURVEY CONTROL
 MF0311  ___________________________________________________________________
 MF0311* NAD 83(1997)-  41 14 28.23605(N)    088 15 56.19578(W)     ADJUSTED  
 MF0311* NAVD 88     -       176.110  (meters)     577.79   (feet)  ADJUSTED  
 MF0311  ___________________________________________________________________
 MF0311  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 MF0311  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MF0311  DYNAMIC HT  -         176.041 (meters)     577.56  (feet)  COMP
 MF0311  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 MF0311
 MF0311  HORZ ORDER  -  SECOND
 MF0311  VERT ORDER  -  SECOND    CLASS 0
 MF0311
 MF0311.The horizontal coordinates were established by classical geodetic methods
 MF0311.and adjusted by the National Geodetic Survey in October 1999..
 MF0311
 MF0311.The orthometric height was determined by differential leveling
 MF0311.and adjusted by the National Geodetic Survey in June 1991..
 MF0311
 MF0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0311
 MF0311.The geoid height was determined by GEOID03.
 MF0311
 MF0311.The dynamic height is computed by dividing the NAVD 88
 MF0311.geopotential number by the normal gravity value computed on the
 MF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0311.degrees latitude (g = 980.6199 gals.).
 MF0311
 MF0311.The modeled gravity was interpolated from observed gravity values.
 MF0311
 MF0311;                    North         East     Units Scale Factor Converg.
 MF0311;SPC IL E     -   507,827.515   305,676.958   MT  0.99997540   +0 02 40.7
 MF0311;SPC IL E     - 1,666,097.44  1,002,875.15   sFT  0.99997540   +0 02 40.7
 MF0311;UTM  16      - 4,566,302.743   393,948.052   MT  0.99973842   -0 50 03.9
 MF0311
 MF0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0311!SPC IL E     -   0.99997751  x   0.99997540  =   0.99995291
 MF0311!UTM  16      -   0.99997751  x   0.99973842  =   0.99971594
 MF0311
 MF0311|---------------------------------------------------------------------|
 MF0311| PID    Reference Object                     Distance      Geod. Az  |
 MF0311|                                                           dddmmss.s |
 MF0311| MF0309 DAVE RM 1                            22.485 METERS 08908     |
 MF0311| MF0310 DAVE RM 3                             5.536 METERS 26926     |
 MF0311| CI6885 DAVE AZ MK                                         2702343.5 |
 MF0311| MF0312 DAVE RM 2                            22.775 METERS 27030     |
 MF0311| MF1438 COAL CITY MUNICIPAL TANK            APPROX. 4.8 KM 3402853.0 |
 MF0311|---------------------------------------------------------------------|
 MF0311
 MF0311                          SUPERSEDED SURVEY CONTROL
 MF0311
 MF0311  NAD 83(1997)-  41 14 28.23798(N)    088 15 56.19755(W) AD(       ) 2
 MF0311  NAD 83(1986)-  41 14 28.24319(N)    088 15 56.21282(W) AD(       ) 2
 MF0311  NAD 27      -  41 14 28.12700(N)    088 15 55.99210(W) AD(       ) 2
 MF0311  NGVD 29 (??/??/92)  176.191  (m)          578.05   (f) ADJ UNCH    2 0
 MF0311
 MF0311.Superseded values are not recommended for survey control.
 MF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0311.See file dsdata.txt to determine how the superseded data were derived.
 MF0311
 MF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9394866303(NAD 83)
 MF0311_MARKER: DE = TRAVERSE STATION DISK
 MF0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0311_STAMPING: DAVE 1960
 MF0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0311+STABILITY: SURFACE MOTION
 MF0311
 MF0311  HISTORY     - Date     Condition        Report By
 MF0311  HISTORY     - 1960     MONUMENTED       CGS
 MF0311  HISTORY     - 1961     GOOD             NGS
 MF0311  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 MF0311  HISTORY     - 1974     GOOD             NGS
 MF0311
 MF0311                          STATION DESCRIPTION
 MF0311
 MF0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0311'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF BRACEVILLE, ABOUT
 MF0311'3 MILES SOUTHWEST OF BRAIDWOOD AND ABOUT 0.4 MILE NORTHWEST OF
 MF0311'U.S. HIGHWAY 66.
 MF0311'
 MF0311'TO REACH THE STATION FROM THE POST OFFICE IN BRACEVILLE, GO
 MF0311'NORTH ON MAIN STREET FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND
 MF0311'GO WEST FOR 0.4 MILE TO OVERPASS OVER U.S. HIGHWAY 66, CONTINUE
 MF0311'WEST FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT NORTHEAST
 MF0311'ALONG THE WEST SIDE OF U.S. HIGHWAY 66 FOR 0.7 MILE TO WHERE THE
 MF0311'ROAD CURVES LEFT, KEEP LEFT FOR 0.3 MILE TO A GRAVELED FARM
 MF0311'DRIVEWAY ON LEFT, TURN LEFT FOR 0.05 MILE TO STATION ON LEFT IN
 MF0311'FENCE LINE AS DESCRIBED.
 MF0311'
 MF0311'THE LAND IS OWNED BY MR. DAVE SKINNER.
 MF0311'
 MF0311'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 MF0311'FARM LANE FOR 0.4 MILE TO THE AZIMUTH MARK ON LEFT WHERE FARM
 MF0311'LANE CURVES RIGHT.
 MF0311'
 MF0311'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF 12
 MF0311'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 MF0311'THE GROUND AND IS STAMPED DAVE 1960.  THE MARK IS 106 FEET
 MF0311'WEST OF POWER POLE, 11 FEET SOUTH OF FARM DRIVE AND 1.9 FEET
 MF0311'NORTHWEST OF WITNESS POST.
 MF0311'
 MF0311'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 MF0311'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 MF0311'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED DAVE NO 1 1960.
 MF0311'THE MARK IS 72 FEET EAST OF WITNESS POST, 28 FEET WEST OF POWER
 MF0311'POLE, 9.5 FEET SOUTH OF FARM DRIVE AND 2 FEET WEST OF FENCE.
 MF0311'
 MF0311'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 MF0311'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MF0311'OF THE GROUND AND THE DISK IS STAMPED DAVE NO 2 1960.  THE
 MF0311'MARK IS 77 FEET WEST OF WITNESS POST, 75.4 FEET EAST OF POWER
 MF0311'POLE AND 10.5 FEET SOUTH OF FARM DRIVE.
 MF0311'
 MF0311'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12
 MF0311'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND
 MF0311'AND IS STAMPED DAVE 1960.  THE MARK IS 22.5 FEET SOUTHWEST OF
 MF0311'OF CENTER OF CURVE IN ROAD, 13 FEET NORTH OF FENCE, 12.1 FEET
 MF0311'NORTH-NORTHWEST OF WITNESS POST AND 12.6 FEET NORTH-NORTHWEST
 MF0311'OF POWER POLE.
 MF0311'
 MF0311'HEIGHT OF LIGHT ABOVE STATION MARK 3.62 METERS.
 MF0311
 MF0311                          STATION RECOVERY (1961)
 MF0311
 MF0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0311'2.1 MI N FROM BRACEVILLE.
 MF0311'ABOUT 0.45 MILES NORTH ALONG MAIN STREET FROM THE FIRE DEPARTMENT
 MF0311'BUILDING IN BRACEVILLE, THENCE 0.4 MILES WEST ALONG AN ASPHALT
 MF0311'ROAD TO THE OVERPASS OVER U.S. HIGHWAY 66, THENCE 0.10 MILES WEST
 MF0311'TO A SERVICE ROAD, THENCE 0.7 MILES NORTHEAST ALONG THE SERVICE
 MF0311'ROAD, THENCE 0.4 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.05
 MF0311'MILES WEST ALONG A PRIVATE DRIVE, 10 FEET SOUTH OF THE CENTER LINE
 MF0311'OF THE PRIVATE DRIVE, 228 FEET WEST OF THE CENTER LINE OF THE
 MF0311'GRAVEL ROAD, 101 FEET WEST OF THE SECOND POWER POLE WEST OF THE
 MF0311'GRAVEL ROAD, 2.0 FEET WEST-NORTHWEST OF A METAL WITNESS POST, ABOUT
 MF0311'1 FOOT ABOVE THE LEVEL OF THE PRIVATE ROAD, AND SET IN THE TOP OF
 MF0311'A CONCRETE POST FLUSH WITH THE GROUND.
 MF0311
 MF0311                          STATION RECOVERY (1973)
 MF0311
 MF0311'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (SB)
 MF0311'RM 2 HAS BEEN DESTROYED.
 MF0311
 MF0311                          STATION RECOVERY (1974)
 MF0311
 MF0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MF0311'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MF0311'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND
 MF0311'ASSUMED TO HAVE BEEN DESTROYED.  THE DISTANCE AND DIRECTION TO
 MF0311'REFERENCE MARK 1 CHECKED.  REFERENCE MARK 3 WAS SET.  A NEW
 MF0311'DESCRIPTION FOLLOWS--
 MF0311'
 MF0311'THE STATION IS 228 FEET WEST OF THE CENTERLINE OF OILED ROAD,
 MF0311'2 FEET NORTHWEST OF A METAL WITNESS POST, 11 FEET SOUTH OF THE
 MF0311'CENTERLINE OF A FARM DRIVE AND 106 FEET WEST OF A POWER POLE.
 MF0311'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DAVE 1960.
 MF0311'
 MF0311'TO REACH THE STATION FROM THE POST OFFICE AT BRACEVILLE, GO NORTH
 MF0311'ON MAIN STREET FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO
 MF0311'WEST FOR 0.4 MILE TO OVERPASS OF U.S. HIGHWAY 66.  CONTINUE WEST
 MF0311'FOR 0.15 MILE TO A ROAD RIGHT AND GO NORTHEAST ALONG THE WEST
 MF0311'SIDE OF HIGHWAY 66 FOR 0.7 MILE TO POINT ROAD TURNS LEFT.  TURN
 MF0311'LEFT ON THE ROAD FOR 0.3 MILE TO A FARM DRIVE AND THE STATION
 MF0311'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 MF0311'WEST ON FARM DRIVE FOR 0.4 MILE TO CURVE IN DRIVE AND THE MARK
 MF0311'ON THE LEFT.
 MF0311'
 MF0311'REFERENCE MARK 1 IS 154 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MF0311'28 FEET WEST OF THE POWER POLE, 10 FEET SOUTH OF THE CENTERLINE OF
 MF0311'THE FARM DRIVE AND 72 FEET EAST OF A METAL WITNESS POST.  THE
 MF0311'MONUMENT IS FLUSH AND THE DISK IS STAMPED DAVE NO 1 1960.
 MF0311'
 MF0311'REFERENCE MARK 3 IS 11 FEET SOUTH OF THE CENTERLINE OF THE FARM
 MF0311'DRIVE, 20 FEET WEST OF THE METAL WITNESS POST AND 246 FEET
 MF0311'WEST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND THE
 MF0311'DISK IS STAMPED DAVE 1960 NO 3 1974.
 MF0311'
 MF0311'THE AZIMUTH MARK IS 22 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MF0311'DRIVE AT CURVE TO BARNS, 13 FEET NORTH OF A FENCE, 12 FEET NORTH
 MF0311'OF A METAL WITNESS POST AND 13 FEET NORTHWEST OF A POWER POLE.
 MF0311'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DAVE 1960.
 MF0311'
 MF0311'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0311'
 MF0311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 MF0311'NORTH OF BRACEVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0309 ***********************************************************************
 MF0309  DESIGNATION -  DAVE RM 1
 MF0309  PID         -  MF0309
 MF0309  STATE/COUNTY-  IL/GRUNDY
 MF0309  USGS QUAD   -  GARDNER (1983)
 MF0309
 MF0309                         *CURRENT SURVEY CONTROL
 MF0309  ___________________________________________________________________
 MF0309* NAD 83(1986)-  41 14 28.     (N)    088 15 55.     (W)     SCALED    
 MF0309* NAVD 88     -       175.928  (meters)     577.19   (feet)  ADJUSTED  
 MF0309  ___________________________________________________________________
 MF0309  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MF0309  DYNAMIC HT  -         175.859 (meters)     576.96  (feet)  COMP
 MF0309  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 MF0309
 MF0309  VERT ORDER  -  SECOND    CLASS 0
 MF0309
 MF0309.The horizontal coordinates were scaled from a topographic map and have
 MF0309.an estimated accuracy of +/- 6 seconds.
 MF0309
 MF0309.The orthometric height was determined by differential leveling
 MF0309.and adjusted by the National Geodetic Survey in June 1991..
 MF0309
 MF0309.The geoid height was determined by GEOID03.
 MF0309
 MF0309.The dynamic height is computed by dividing the NAVD 88
 MF0309.geopotential number by the normal gravity value computed on the
 MF0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0309.degrees latitude (g = 980.6199 gals.).
 MF0309
 MF0309.The modeled gravity was interpolated from observed gravity values.
 MF0309
 MF0309;                    North         East    Units  Estimated Accuracy
 MF0309;SPC IL E     -   507,820.      305,710.      MT  (+/- 180 meters Scaled)
 MF0309
 MF0309                          SUPERSEDED SURVEY CONTROL
 MF0309
 MF0309  NGVD 29 (??/??/92)  176.009  (m)          577.46   (f) ADJ UNCH    2 0
 MF0309
 MF0309.Superseded values are not recommended for survey control.
 MF0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0309.See file dsdata.txt to determine how the superseded data were derived.
 MF0309
 MF0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL939662(NAD 83)
 MF0309_MARKER: DR = REFERENCE MARK DISK
 MF0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0309_STAMPING: DAVE NO 1 1960
 MF0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0309+STABILITY: SURFACE MOTION
 MF0309
 MF0309  HISTORY     - Date     Condition        Report By
 MF0309  HISTORY     - 1960     MONUMENTED       CGS
 MF0309  HISTORY     - 1961     GOOD             NGS
 MF0309
 MF0309                          STATION DESCRIPTION
 MF0309
 MF0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0309'2.1 MI N FROM BRACEVILLE.
 MF0309'ABOUT 0.45 MILES NORTH ALONG MAIN STREET FROM THE FIRE DEPARTMENT
 MF0309'BUILDING IN BRACEVILLE, THENCE 0.4 MILES WEST ALONG AN ASPHALT
 MF0309'ROAD TO THE OVERPASS OVER U.S. HIGHWAY 66, THENCE 0.10 MILES
 MF0309'WEST TO A SERVICE ROAD, THENCE 0.7 MILES NORTHEAST ALONG THE
 MF0309'SERVICE ROAD, THENCE 0.4 MILES NORTH ALONG A GRAVEL ROAD, THENCE
 MF0309'0.05 MILES WEST ALONG A PRIVATE DRIVE, 9 FEET SOUTH OF THE
 MF0309'CENTER LINE OF THE PRIVATE DRIVE, 154 FEET WEST OF THE CENTER
 MF0309'LINE OF THE GRAVEL ROAD, 27.5 FEET WEST OF THE SECOND POWER POLE
 MF0309'WEST OF THE GRAVEL ROAD, 2 FEET NORTH OF THE FENCE, 73.9 FEET
 MF0309'EAST OF TRAVERSE STATION DAVE, 71.9 FEET EAST OF A METAL WITNESS
 MF0309'POST, ABOUT 0.5 FEET ABOVE THE LEVEL OF THE PRIVATE DRIVE, AND
 MF0309'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0312 ***********************************************************************
 MF0312  DESIGNATION -  DAVE RM 2
 MF0312  PID         -  MF0312
 MF0312  STATE/COUNTY-  IL/GRUNDY
 MF0312  USGS QUAD   -  GARDNER (1983)
 MF0312
 MF0312                         *CURRENT SURVEY CONTROL
 MF0312  ___________________________________________________________________
 MF0312* NAD 83(1986)-  41 14 28.     (N)    088 15 55.     (W)     SCALED    
 MF0312* NAVD 88     -       176.131  (meters)     577.86   (feet)  ADJUSTED  
 MF0312  ___________________________________________________________________
 MF0312  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MF0312  DYNAMIC HT  -         176.062 (meters)     577.63  (feet)  COMP
 MF0312  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 MF0312
 MF0312  VERT ORDER  -  SECOND    CLASS 0
 MF0312
 MF0312.The horizontal coordinates were scaled from a topographic map and have
 MF0312.an estimated accuracy of +/- 6 seconds.
 MF0312
 MF0312.The orthometric height was determined by differential leveling
 MF0312.and adjusted by the National Geodetic Survey in June 1991..
 MF0312
 MF0312.The geoid height was determined by GEOID03.
 MF0312
 MF0312.The dynamic height is computed by dividing the NAVD 88
 MF0312.geopotential number by the normal gravity value computed on the
 MF0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0312.degrees latitude (g = 980.6199 gals.).
 MF0312
 MF0312.The modeled gravity was interpolated from observed gravity values.
 MF0312
 MF0312;                    North         East    Units  Estimated Accuracy
 MF0312;SPC IL E     -   507,820.      305,710.      MT  (+/- 180 meters Scaled)
 MF0312
 MF0312                          SUPERSEDED SURVEY CONTROL
 MF0312
 MF0312  NGVD 29 (??/??/92)  176.212  (m)          578.12   (f) ADJ UNCH    2 0
 MF0312
 MF0312.Superseded values are not recommended for survey control.
 MF0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0312.See file dsdata.txt to determine how the superseded data were derived.
 MF0312
 MF0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL939662(NAD 83)
 MF0312_MARKER: DR = REFERENCE MARK DISK
 MF0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0312_STAMPING: DAVE NO 2 1960
 MF0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0312+STABILITY: SURFACE MOTION
 MF0312
 MF0312  HISTORY     - Date     Condition        Report By
 MF0312  HISTORY     - 1960     MONUMENTED       CGS
 MF0312  HISTORY     - 1961     GOOD             NGS
 MF0312
 MF0312                          STATION DESCRIPTION
 MF0312
 MF0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0312'2.1 MI N FROM BRACEVILLE.
 MF0312'ABOUT 0.45 MILES NORTH ALONG MAIN STREET FROM THE FIRE DEPARTMENT
 MF0312'BUILDING IN BRACEVILLE, THENCE 0.4 MILES WEST ALONG AN ASPHALT
 MF0312'ROAD TO THE OVERPASS OVER U.S. HIGHWAY 66, THENCE 0.10 MILES
 MF0312'WEST TO A SERVICE ROAD, THENCE 0.7 MILES NORTHEAST ALONG THE
 MF0312'SERVICE ROAD, THENCE 0.4 MILES NORTH ALONG A GRAVEL ROAD, THENCE
 MF0312'0.05 MILES WEST ALONG A PRIVATE DRIVE, 10 FEET SOUTH OF THE CENTER
 MF0312'LINE OF THE PRIVATE DRIVE, 303 FEET WEST OF THE CENTER LINE OF THE
 MF0312'GRAVEL ROAD, 75 FEET EAST OF THE THIRD POWER POLE WEST OF THE GRAVEL
 MF0312'ROAD, 74.7 FEET WEST OF TRAVERSE STATION DAVE, 76.5 FEET WEST OF
 MF0312'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE PRIVATE
 MF0312'DRIVE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0310 ***********************************************************************
 MF0310  DESIGNATION -  DAVE RM 3
 MF0310  PID         -  MF0310
 MF0310  STATE/COUNTY-  IL/GRUNDY
 MF0310  USGS QUAD   -  GARDNER (1983)
 MF0310
 MF0310                         *CURRENT SURVEY CONTROL
 MF0310  ___________________________________________________________________
 MF0310* NAD 83(1986)-  41 14 28.     (N)    088 15 55.     (W)     SCALED    
 MF0310* NAVD 88     -       176.07   (meters)     577.7    (feet)  RESET     
 MF0310  ___________________________________________________________________
 MF0310  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MF0310
 MF0310  VERT ORDER  -  THIRD
 MF0310
 MF0310.The horizontal coordinates were scaled from a topographic map and have
 MF0310.an estimated accuracy of +/- 6 seconds.
 MF0310
 MF0310.The orthometric height was computed from unverified reset data.
 MF0310.No vertical observational check was made to the station.
 MF0310
 MF0310.The geoid height was determined by GEOID03.
 MF0310
 MF0310;                    North         East    Units  Estimated Accuracy
 MF0310;SPC IL E     -   507,820.      305,710.      MT  (+/- 180 meters Scaled)
 MF0310
 MF0310                          SUPERSEDED SURVEY CONTROL
 MF0310
 MF0310  NGVD 29 (03/28/06)  176.15   (m)          577.9    (f) RESET       3  
 MF0310
 MF0310.Superseded values are not recommended for survey control.
 MF0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0310.See file dsdata.txt to determine how the superseded data were derived.
 MF0310
 MF0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL939662(NAD 83)
 MF0310_MARKER: DR = REFERENCE MARK DISK
 MF0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0310_STAMPING: DAVE 1960 NO 3 1974
 MF0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0310+STABILITY: SURFACE MOTION
 MF0310
 MF0310  HISTORY     - Date     Condition        Report By
 MF0310  HISTORY     - 1974     MONUMENTED       NGS
 MF0310
 MF0310                          STATION DESCRIPTION
 MF0310
 MF0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 MF0310'1 MI N FROM BRACEVILLE.
 MF0310'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BRACEVILLE
 MF0310'TO A CROSSROAD, THENCE WEST FOR 0.4 MILE TO OVERPASS OF U.S.
 MF0310'HIGHWAY 66, THENCE WEST FOR 0.15 TO A ROAD RIGHT, THENCE NORTHEAST
 MF0310'ALONG THE WEST SIDE OF HIGHWAY 66 FOR 0.7 MILE TO POINT ROAD
 MF0310'TURNS LEFT, THENCE NORTH ON THE ROAD FOR 0.3 MILE TO A FARM DRIVE
 MF0310'LEFT AND THE MARK AS DESCRIBED, 11 FEET SOUTH OF THE CENTERLINE
 MF0310'OF THE FARM DRIVE, 20 FEET WEST OF A METAL WITNESS POST, 246 FEET
 MF0310'WEST OF THE CENTERLINE OF THE ROAD AND SET IN THE TOP OF A ROUND
 MF0310'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0603 ***********************************************************************
 MF0603  DESIGNATION -  DAVIESS
 MF0603  PID         -  MF0603
 MF0603  STATE/COUNTY-  IL/LEE
 MF0603  USGS QUAD   -  COMPTON (1993)
 MF0603
 MF0603                         *CURRENT SURVEY CONTROL
 MF0603  ___________________________________________________________________
 MF0603* NAD 83(1997)-  41 38 29.03764(N)    089 03 43.19716(W)     ADJUSTED  
 MF0603* NAVD 88     -       285.405  (meters)     936.37   (feet)  ADJUSTED  
 MF0603  ___________________________________________________________________
 MF0603  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 MF0603  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0603  DYNAMIC HT  -         285.295 (meters)     936.01  (feet)  COMP
 MF0603  MODELED GRAV-     980,229.2   (mgal)                       NAVD 88
 MF0603
 MF0603  HORZ ORDER  -  SECOND
 MF0603  VERT ORDER  -  FIRST     CLASS I
 MF0603
 MF0603.The horizontal coordinates were established by classical geodetic methods
 MF0603.and adjusted by the National Geodetic Survey in October 1999..
 MF0603
 MF0603.The orthometric height was determined by differential leveling
 MF0603.and adjusted by the National Geodetic Survey in June 1991..
 MF0603
 MF0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0603
 MF0603.The geoid height was determined by GEOID03.
 MF0603
 MF0603.The dynamic height is computed by dividing the NAVD 88
 MF0603.geopotential number by the normal gravity value computed on the
 MF0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0603.degrees latitude (g = 980.6199 gals.).
 MF0603
 MF0603.The modeled gravity was interpolated from observed gravity values.
 MF0603
 MF0603;                    North         East     Units Scale Factor Converg.
 MF0603;SPC IL W     -   552,844.755   792,029.854   MT  1.00004536   +0 44 02.6
 MF0603;SPC IL W     - 1,813,791.50  2,598,517.95   sFT  1.00004536   +0 44 02.6
 MF0603;SPC IL E     -   552,530.408   239,293.039   MT  1.00002033   -0 29 03.1
 MF0603;SPC IL E     - 1,812,760.18    785,080.58   sFT  1.00002033   -0 29 03.1
 MF0603;UTM  16      - 4,612,016.234   328,270.301   MT  0.99996293   -1 22 13.7
 MF0603
 MF0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0603!SPC IL W     -   0.99996042  x   1.00004536  =   1.00000577
 MF0603!SPC IL E     -   0.99996042  x   1.00002033  =   0.99998075
 MF0603!UTM  16      -   0.99996042  x   0.99996293  =   0.99992335
 MF0603
 MF0603|---------------------------------------------------------------------|
 MF0603| PID    Reference Object                     Distance      Geod. Az  |
 MF0603|                                                           dddmmss.s |
 MF0603| MF0604 DAVIESS RM 2                         12.086 METERS 08658     |
 MF0603| MF0605 DAVIESS RM 3                          6.712 METERS 15127     |
 MF0603| MF1556 IMMANUEL EV LUTH CH SPIRE           APPROX. 2.4 KM 2702644.9 |
 MF0603| MF0602 DAVIESS RM                           11.550 METERS 32809     |
 MF0603| MF1555 COMPTON MUNICIPAL TANK              APPROX. 6.1 KM 3403130.4 |
 MF0603|---------------------------------------------------------------------|
 MF0603
 MF0603                          SUPERSEDED SURVEY CONTROL
 MF0603
 MF0603  NAD 83(1997)-  41 38 29.03834(N)    089 03 43.19887(W) AD(       ) 2
 MF0603  NAD 83(1986)-  41 38 29.04342(N)    089 03 43.20220(W) AD(       ) 2
 MF0603  NAD 27      -  41 38 28.93730(N)    089 03 42.89950(W) AD(       ) 2
 MF0603  NGVD 29 (??/??/92)  285.430  (m)          936.45   (f) ADJ UNCH    1 1
 MF0603
 MF0603.Superseded values are not recommended for survey control.
 MF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0603.See file dsdata.txt to determine how the superseded data were derived.
 MF0603
 MF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2827012016(NAD 83)
 MF0603_MARKER: DS = TRIANGULATION STATION DISK
 MF0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0603_STAMPING: DAVIESS 1920
 MF0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0603+STABILITY: SURFACE MOTION
 MF0603
 MF0603  HISTORY     - Date     Condition        Report By
 MF0603  HISTORY     - 1920     MONUMENTED       CGS
 MF0603  HISTORY     - 1954     GOOD             CGS
 MF0603  HISTORY     - 1969     GOOD             CGS
 MF0603  HISTORY     - 1969     GOOD             NGS
 MF0603  HISTORY     - 1970     GOOD             NGS
 MF0603  HISTORY     - 1970     GOOD             NGS
 MF0603  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0603  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0603  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0603
 MF0603                          STATION DESCRIPTION
 MF0603
 MF0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0603'STATION IS ABOUT 4 MILES S OF ROXBURY, 1-1/4 MILES N OF
 MF0603'WELLAND, ON THE E SIDE OF THE CHICAGO, MILWAUKEE AND ST.
 MF0603'PAUL RAILWAY TRACK, 5 YARDS E OF THE E END OF AN OVERHEAD
 MF0603'ROAD BRIDGE, ON THE N SIDE OF THE FOURTH SECTION ROAD CROSSING
 MF0603'S OF ROXBURY, 100 YARDS SE OF RESIDENCE OF L. POLITSCH, AND
 MF0603'5.16 METERS (16.93 FEET) E OF THE E AND NEAREST EDGE OF BRIDGE
 MF0603'V 30.  THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE
 MF0603'STANDARD BRONZE DISKS SET IN CONCRETE.
 MF0603'THE REFERENCE MARK IS ON THE SAME SIDE
 MF0603'OF THE TRACK JUST N OF THE E END OF THE BRIDGE, NEAR THE
 MF0603'FENCE LINE, 11.55 METERS (37.89 FEET) FROM THE STATION,
 MF0603'N 31 DEG 50 MIN W.
 MF0603'MARK IS 281.797 METERS (924.529 FEET).
 MF0603
 MF0603                          STATION RECOVERY (1954)
 MF0603
 MF0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0603'THIS TRAVERSE STATION WAS RECOVERED AS DESCRIBED IN 1920,
 MF0603'EXCEPT ADD--
 MF0603'
 MF0603'THE STATION MARK IS ABOUT 10 IN. N OF THE EDGE OF THE GRAVEL
 MF0603'OF THE ROAD APPROACH TO A BRIDGE, AND ABOUT 1 IN. UNDERGROUND.
 MF0603'
 MF0603'THE REFERENCE MARK IS ABOUT 3 FT. W OF THE E RAILROAD RIGHT-OF-WAY
 MF0603'FENCE NEAR THE CORNER POST.
 MF0603
 MF0603                          STATION RECOVERY (1969)
 MF0603
 MF0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0603'THE STATION MARK, STAMPED DAVIESS 1920 IS ABOUT 7.45 MILES
 MF0603'NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0603'RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 0.2 MILE NORTH
 MF0603'OF MILEPOST 62, 67 FEET EAST OF THE EAST RAIL, 19 FEET SOUTHEAST
 MF0603'OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 16-1/2
 MF0603'FEET EAST OF THE EAST END OF THE NORTH WOODEN RAIL OF A
 MF0603'RAILROAD OVERPASS FOR A GRAVELED ROAD, 8-1/2 FEET NORTH
 MF0603'OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL
 MF0603'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MF0603'IS 12 INCHES BELOW THE SURFACE OF THE SHOULDER OF THE ROAD.
 MF0603'
 MF0603'R.M. DAVIESS, STAMPED 924.043 DAVIESS 1920 IS 37.89 FEET
 MF0603'NORTHWEST OF THE STATION MARK, 43 FEET EAST OF THE EAST RAIL,
 MF0603'17 FEET NORTH-NORTHWEST OF A TELEPHONE POLE WHICH IS BRACED
 MF0603'BY A GUY WIRE, 7 FEET NORTHWEST OF A CORNER FENCE POST, 3
 MF0603'FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS
 MF0603'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 MF0603'WITH THE SURFACE OF THE GROUND.
 MF0603'
 MF0603'NOTE--THE MARK IS SET SHALLOW AND IS VERY LOOSE.
 MF0603'
 MF0603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.45 MILES
 MF0603'NORTH
 MF0603
 MF0603                          STATION RECOVERY (1969)
 MF0603
 MF0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0603'7.4 MI N FROM MENDOTA.
 MF0603'ABOUT 7.45 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0603'AND PACIFIC RAILROAD FORM THE RAILROAD STATION AT MENDOTA, 0.2
 MF0603'MILE NORTH OF MILEPOST 62, 67 FEET EAST OF THE EAST RAIL,
 MF0603'19 FEET SOUTHEAST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY
 MF0603'WIRE, 16 1/2 FEET EAST OF THE EAST END OF THE NORTH WOODEN
 MF0603'RAIL OF A RAILROAD OVERPASS FOR A GRAVELED ROAD, 8 1/2 FEET
 MF0603'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT BELOW THE
 MF0603'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MF0603'IS 12 INCHES BELOW THE SURFACE OF THE SHOULDER OF THE ROAD.
 MF0603'SEC 25, T 37N, R 1E.
 MF0603
 MF0603                          STATION RECOVERY (1970)
 MF0603
 MF0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF0603'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE
 MF0603'MARK SET IN 1920 WAS FOUND TO BE LOOSE IN THE GROUND AND
 MF0603'BROKEN OFF.  THE DISK WAS SALVAGED.  REFERENCE MARKS 2 AND
 MF0603'3 WERE SET.
 MF0603'
 MF0603'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF COMPTON
 MF0603'ON THE EAST SIDE OF RAILROAD TRACK AND AN OVERHEAD RAILROAD
 MF0603'OVERPASS, 67 FEET EAST OF THE EAST RAIL OF RAILROAD, 17 FEET
 MF0603'EAST OF THE NORTHEAST CORNER OF THE WOODEN BRIDGE OVERPASS,
 MF0603'8 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT
 MF0603'SOUTHWEST OF A METAL WITNESS POST AND 19 FEET SOUTHEAST OF
 MF0603'A BRACED TELEPHONE POLE.  THE MONUMENT IS 4 INCHES UNDERGROUND
 MF0603'AND THE DISK IS STAMPED DAVIESS 1920.
 MF0603'
 MF0603'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 MF0603'AND 52 AT THE NORTHWEST EDGE OF MENDOTA, GO NORTH ON HIGHWAY
 MF0603'52 FOR 5.6 MILES TO A CONCRETE BRIDGE.  CONTINUE NORTH ON THE
 MF0603'HIGHWAY FOR 0.2 MILE TO A SIDE ROAD RIGHT AND A SIGN IMMANUEL
 MF0603'LUTHERAN CHURCH.  TURN RIGHT AND GO EAST ON THE GRAVELED
 MF0603'ROAD FOR 2.05 MILES TO A CROSSROAD AND THE CHURCH ON THE
 MF0603'RIGHT.  CONTINUE EAST ON THE ROAD FOR 1.6 MILES TO A WOODEN
 MF0603'RAILROAD OVERPASS AND THE STATION.
 MF0603'
 MF0603'REFERENCE MARK 2 IS 11 FEET NORTH OF THE CENTERLINE OF THE
 MF0603'ROAD, 57 FEET EAST OF THE NORTHEAST END OF THE OVERPASS AND
 MF0603'107 FEET EAST OF THE EAST RAIL OF RAILROAD.  THE MONUMENT
 MF0603'PROJECTS 2 INCHES AND THE DISK IS STAMPED DAVIESS 1920 NO 2
 MF0603'1970.
 MF0603'
 MF0603'REFERENCE MARK 3 IS 11 FOOT SOUTH OF THE CENTERLINE OF THE
 MF0603'ROAD, 26 FEET EAST OF THE SOUTHEAST END OF THE OVERPASS,
 MF0603'79 FEET EAST OF THE EAST RAIL OF THE RAILROAD AND 1 FOOT
 MF0603'WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 MF0603'AND THE DISK IS STAMPED DAVIESS 1920 NO 3 1970.
 MF0603'
 MF0603'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0603'
 MF0603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2
 MF0603'MILES NORTH OF MENDOTA
 MF0603
 MF0603                          STATION RECOVERY (1970)
 MF0603
 MF0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MF0603'RECOVERED IN GOOD CONDITION.
 MF0603
 MF0603                          STATION RECOVERY (1995)
 MF0603
 MF0603'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0603'MARK NOT FOUND.
 MF0603
 MF0603                          STATION RECOVERY (2002)
 MF0603
 MF0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0603'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0603
 MF0603                          STATION RECOVERY (2003)
 MF0603
 MF0603'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0604 ***********************************************************************
 MF0604  DESIGNATION -  DAVIESS RM 2
 MF0604  PID         -  MF0604
 MF0604  STATE/COUNTY-  IL/LEE
 MF0604  USGS QUAD   -  COMPTON (1993)
 MF0604
 MF0604                         *CURRENT SURVEY CONTROL
 MF0604  ___________________________________________________________________
 MF0604* NAD 83(1986)-  41 38 28.     (N)    089 03 42.     (W)     SCALED    
 MF0604* NAVD 88     -       284.80   (meters)     934.4    (feet)  RESET     
 MF0604  ___________________________________________________________________
 MF0604  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0604
 MF0604  VERT ORDER  -  THIRD
 MF0604
 MF0604.The horizontal coordinates were scaled from a topographic map and have
 MF0604.an estimated accuracy of +/- 6 seconds.
 MF0604
 MF0604.The orthometric height was computed from unverified reset data.
 MF0604.No vertical observational check was made to the station.
 MF0604
 MF0604.The geoid height was determined by GEOID03.
 MF0604
 MF0604;                    North         East    Units  Estimated Accuracy
 MF0604;SPC IL W     -   552,810.      792,060.      MT  (+/- 180 meters Scaled)
 MF0604
 MF0604                          SUPERSEDED SURVEY CONTROL
 MF0604
 MF0604  NGVD 29 (??/??/??)  284.83   (m)          934.5    (f) RESET       3  
 MF0604
 MF0604.Superseded values are not recommended for survey control.
 MF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0604.See file dsdata.txt to determine how the superseded data were derived.
 MF0604
 MF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM282119(NAD 83)
 MF0604_MARKER: DR = REFERENCE MARK DISK
 MF0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0604_STAMPING: DAVIESS 1920 NO 2 1970
 MF0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0604+STABILITY: SURFACE MOTION
 MF0604
 MF0604  HISTORY     - Date     Condition        Report By
 MF0604  HISTORY     - 1970     MONUMENTED       NGS
 MF0604  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0604  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0604  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0604
 MF0604                          STATION DESCRIPTION
 MF0604
 MF0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MF0604'7.4 MI NE FROM MENDOTA.
 MF0604'ABOUT 7.45 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0604'AND PACIFIC RAILROAD FOR THE STATION IN MENDOTA, 11 FEET NORTH
 MF0604'OF THE CENTERLINE OF A GRAVELED ROAD, 57 FEET EAST OF THE
 MF0604'NORTHEAST END OF A WOODEN RAILROAD OVERPASS, 107 FEET EAST
 MF0604'OF THE EAST RAIL OF THE RAILROAD TRACK, SET IN THE TOP OF A
 MF0604'ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 MF0604
 MF0604                          STATION RECOVERY (1995)
 MF0604
 MF0604'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0604'MARK NOT FOUND.
 MF0604
 MF0604                          STATION RECOVERY (2002)
 MF0604
 MF0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0604'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0604
 MF0604                          STATION RECOVERY (2003)
 MF0604
 MF0604'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0605 ***********************************************************************
 MF0605  DESIGNATION -  DAVIESS RM 3
 MF0605  PID         -  MF0605
 MF0605  STATE/COUNTY-  IL/LEE
 MF0605  USGS QUAD   -  COMPTON (1993)
 MF0605
 MF0605                         *CURRENT SURVEY CONTROL
 MF0605  ___________________________________________________________________
 MF0605* NAD 83(1986)-  41 38 28.     (N)    089 03 42.     (W)     SCALED    
 MF0605* NAVD 88     -       285.34   (meters)     936.2    (feet)  RESET     
 MF0605  ___________________________________________________________________
 MF0605  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0605
 MF0605  VERT ORDER  -  THIRD
 MF0605
 MF0605.The horizontal coordinates were scaled from a topographic map and have
 MF0605.an estimated accuracy of +/- 6 seconds.
 MF0605
 MF0605.The orthometric height was computed from unverified reset data.
 MF0605.No vertical observational check was made to the station.
 MF0605
 MF0605.The geoid height was determined by GEOID03.
 MF0605
 MF0605;                    North         East    Units  Estimated Accuracy
 MF0605;SPC IL W     -   552,810.      792,060.      MT  (+/- 180 meters Scaled)
 MF0605
 MF0605                          SUPERSEDED SURVEY CONTROL
 MF0605
 MF0605  NGVD 29 (??/??/??)  285.36   (m)          936.2    (f) RESET       3  
 MF0605
 MF0605.Superseded values are not recommended for survey control.
 MF0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0605.See file dsdata.txt to determine how the superseded data were derived.
 MF0605
 MF0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM282119(NAD 83)
 MF0605_MARKER: DR = REFERENCE MARK DISK
 MF0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0605_STAMPING: DAVIESS 1920 NO 3 1970
 MF0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0605+STABILITY: SURFACE MOTION
 MF0605
 MF0605  HISTORY     - Date     Condition        Report By
 MF0605  HISTORY     - 1970     MONUMENTED       NGS
 MF0605  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0605  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF0605  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0605
 MF0605                          STATION DESCRIPTION
 MF0605
 MF0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MF0605'7.4 MI N FROM MENDOTA.
 MF0605'ABOUT 7.45 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0605'AND PACIFIC RAILROAD FOR THE STATION IN MENDOTA, 11 FOOT SOUTH
 MF0605'OF THE CENTERLINE OF A GRAVELED ROAD, 26 FEET EAST OF THE
 MF0605'SOUTHEAST END OF A WOODEN RAILROAD OVERPASS, 79 FEET EAST
 MF0605'OF THE EAST RAIL AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 MF0605'MONUMENT PROJECTS 3 INCHES.
 MF0605
 MF0605                          STATION RECOVERY (1995)
 MF0605
 MF0605'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0605'MARK NOT FOUND.
 MF0605
 MF0605                          STATION RECOVERY (2002)
 MF0605
 MF0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0605'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0605
 MF0605                          STATION RECOVERY (2003)
 MF0605
 MF0605'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0885 ***********************************************************************
 NH0885  DESIGNATION -  DAVIS
 NH0885  PID         -  NH0885
 NH0885  STATE/COUNTY-  IL/OGLE
 NH0885  USGS QUAD   -  KINGS (1993)
 NH0885
 NH0885                         *CURRENT SURVEY CONTROL
 NH0885  ___________________________________________________________________
 NH0885* NAD 83(1997)-  42 04 42.76956(N)    089 05 43.42563(W)     ADJUSTED  
 NH0885* NAVD 88     -       244.583  (meters)     802.44   (feet)  POSTED    
 NH0885  ___________________________________________________________________
 NH0885  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 NH0885  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NH0885  DYNAMIC HT  -         244.500 (meters)     802.16  (feet)  COMP
 NH0885  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 NH0885
 NH0885  HORZ ORDER  -  SECOND
 NH0885  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NH0885
 NH0885.The horizontal coordinates were established by classical geodetic methods
 NH0885.and adjusted by the National Geodetic Survey in October 1999..
 NH0885
 NH0885.The orthometric height was determined by differential leveling
 NH0885.and adjusted by the National Geodetic Survey in 1992..
 NH0885.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NH0885.rate of 1.1 thru 2.0 mm/km.
 NH0885
 NH0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0885
 NH0885.The geoid height was determined by GEOID03.
 NH0885
 NH0885.The dynamic height is computed by dividing the NAVD 88
 NH0885.geopotential number by the normal gravity value computed on the
 NH0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0885.degrees latitude (g = 980.6199 gals.).
 NH0885
 NH0885.The modeled gravity was interpolated from observed gravity values.
 NH0885
 NH0885;                    North         East     Units Scale Factor Converg.
 NH0885;SPC IL W     -   601,361.983   788,641.677   MT  1.00003782   +0 43 04.6
 NH0885;SPC IL W     - 1,972,968.44  2,587,401.90   sFT  1.00003782   +0 43 04.6
 NH0885;SPC IL E     -   601,107.974   236,941.616   MT  1.00002391   -0 30 38.6
 NH0885;SPC IL E     - 1,972,135.08    777,365.95   sFT  1.00002391   -0 30 38.6
 NH0885;UTM  16      - 4,660,621.752   326,673.859   MT  0.99996967   -1 24 16.5
 NH0885
 NH0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0885!SPC IL W     -   0.99996682  x   1.00003782  =   1.00000464
 NH0885!SPC IL E     -   0.99996682  x   1.00002391  =   0.99999073
 NH0885!UTM  16      -   0.99996682  x   0.99996967  =   0.99993649
 NH0885
 NH0885:                Primary Azimuth Mark                     Grid Az
 NH0885:SPC IL W     -  FULTON                                   005 16 45.8
 NH0885:SPC IL E     -  FULTON                                   006 30 29.0
 NH0885:UTM  16      -  FULTON                                   007 24 06.9
 NH0885
 NH0885|---------------------------------------------------------------------|
 NH0885| PID    Reference Object                     Distance      Geod. Az  |
 NH0885|                                                           dddmmss.s |
 NH0885| NH0882 FULTON                              APPROX. 3.2 KM 0055950.4 |
 NH0885| NH0886 DAVIS RM                             10.490 METERS 27113     |
 NH0885|---------------------------------------------------------------------|
 NH0885
 NH0885                          SUPERSEDED SURVEY CONTROL
 NH0885
 NH0885  NAD 83(1997)-  42 04 42.77012(N)    089 05 43.42761(W) AD(       ) 2
 NH0885  NAD 83(1986)-  42 04 42.76764(N)    089 05 43.43291(W) AD(       ) 2
 NH0885  NAD 27      -  42 04 42.67370(N)    089 05 43.06130(W) AD(       ) 2
 NH0885
 NH0885.Superseded values are not recommended for survey control.
 NH0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0885.See file dsdata.txt to determine how the superseded data were derived.
 NH0885
 NH0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2667460622(NAD 83)
 NH0885_MARKER: DS = TRIANGULATION STATION DISK
 NH0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0885+STABILITY: SURFACE MOTION
 NH0885
 NH0885  HISTORY     - Date     Condition        Report By
 NH0885  HISTORY     - 1920     MONUMENTED       CGS
 NH0885  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0885  HISTORY     - 19960614 MARK NOT FOUND   USPSQD
 NH0885  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 NH0885  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0885
 NH0885                          STATION DESCRIPTION
 NH0885
 NH0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0885'STATION IS ABOUT 1 MILE N OF HOLCOMB, ON THE W SIDE OF THE
 NH0885'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 80 YARDS S AND
 NH0885'40 YARDS N OF ROAD CROSSINGS, AND 3.34 METERS (10.96 FEET)
 NH0885'W OF THE W AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND
 NH0885'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 NH0885'THE REFERENCE MARK IS ON THE SAME
 NH0885'SIDE OF THE TRACK, NEAR THE FENCE LINE, 10.49 METERS (34.42
 NH0885'FEET) FROM THE STATION, N 88 DEG 46 MIN W.  THE STATION MARK
 NH0885'IS 0.030 METERS (0.098 FEET) ABOVE THE REFERENCE MARK.
 NH0885
 NH0885                          STATION RECOVERY (1954)
 NH0885
 NH0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0885'THIS TRAVERSE STATION WAS FOUND ON TOP OF THE GROUND ALONG THE
 NH0885'TRACK.  THE REFERENCE MARK COULD NOT BE FOUND AND WAS PROBABLY
 NH0885'LOST WHEN THE ROAD WAS BUILT ALONG THE W SIDE OF THE TRACKS.
 NH0885'THIS DISK WILL BE SENT TO THE OFFICE.
 NH0885
 NH0885                          STATION RECOVERY (1996)
 NH0885
 NH0885'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0885'MARK NOT FOUND.
 NH0885
 NH0885                          STATION RECOVERY (2001)
 NH0885
 NH0885'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0885'MARK NOT FOUND.
 NH0885
 NH0885                          STATION RECOVERY (2004)
 NH0885
 NH0885'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1739 ***********************************************************************
 JB1739  DESIGNATION -  DAVIS
 JB1739  PID         -  JB1739
 JB1739  STATE/COUNTY-  IL/HAMILTON
 JB1739  USGS QUAD   -  MACEDONIA (1974)
 JB1739
 JB1739                         *CURRENT SURVEY CONTROL
 JB1739  ___________________________________________________________________
 JB1739* NAD 83(1997)-  38 07 09.15795(N)    088 38 21.71785(W)     ADJUSTED  
 JB1739* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 JB1739  ___________________________________________________________________
 JB1739  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 JB1739  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB1739
 JB1739  HORZ ORDER  -  SECOND
 JB1739
 JB1739.The horizontal coordinates were established by classical geodetic methods
 JB1739.and adjusted by the National Geodetic Survey in October 1999..
 JB1739
 JB1739.The orthometric height was scaled from a topographic map.
 JB1739
 JB1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1739
 JB1739.The geoid height was determined by GEOID03.
 JB1739
 JB1739;                    North         East     Units Scale Factor Converg.
 JB1739;SPC IL E     -   161,250.847   273,164.602   MT  0.99998387   -0 11 20.1
 JB1739;SPC IL E     -   529,037.15    896,207.53   sFT  0.99998387   -0 11 20.1
 JB1739;UTM  16      - 4,220,311.079   356,296.633   MT  0.99985433   -1 00 43.8
 JB1739
 JB1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1739!SPC IL E     -   0.99997461  x   0.99998387  =   0.99995848
 JB1739!UTM  16      -   0.99997461  x   0.99985433  =   0.99982894
 JB1739
 JB1739|---------------------------------------------------------------------|
 JB1739| PID    Reference Object                     Distance      Geod. Az  |
 JB1739|                                                           dddmmss.s |
 JB1739| CI4218 DAVIS RM 1                           24.740 METERS 16923     |
 JB1739| CI4220 DAVIS RM 3                                         27208     |
 JB1739| CI4219 DAVIS RM 2                           24.272 METERS 27958     |
 JB1739| JB1745 DAHLGREN RADIO STA KSC 371 TWR      APPROX. 6.5 KM 3181105.1 |
 JB1739| JB1746 CROSS                               APPROX. 8.2 KM 3554445.9 |
 JB1739|---------------------------------------------------------------------|
 JB1739
 JB1739                          SUPERSEDED SURVEY CONTROL
 JB1739
 JB1739  NAD 83(1997)-  38 07 09.16796(N)    088 38 21.71687(W) AD(       ) 2
 JB1739  NAD 83(1986)-  38 07 09.17060(N)    088 38 21.71843(W) AD(       ) 2
 JB1739  NAD 27      -  38 07 08.99589(N)    088 38 21.51680(W) AD(       ) 2
 JB1739
 JB1739.Superseded values are not recommended for survey control.
 JB1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1739.See file dsdata.txt to determine how the superseded data were derived.
 JB1739
 JB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5629720311(NAD 83)
 JB1739_MARKER: DS = TRIANGULATION STATION DISK
 JB1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1739_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1739
 JB1739  HISTORY     - Date     Condition        Report By
 JB1739  HISTORY     - 1961     MONUMENTED       CGS
 JB1739
 JB1739                          STATION DESCRIPTION
 JB1739
 JB1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1739'THE STATION IS ABOUT 6.25 MILES SOUTHEAST OF DAHLGREN, 6 MILES WEST
 JB1739'NORTHWEST OF MCLEANSBORO,
 JB1739'ON A PROMINENT HILL IN THE CENTER OF SECTION 3, T 5
 JB1739'S, R 5 E AND ON THE PROPERTY OF MR
 JB1739'RAY G DAVIS.  IT IS 20 FEET WEST
 JB1739'OF A WIRE FENCE, 20 FEET WEST OF A WITNESS POST, 24
 JB1739'FEET SOUTHWEST OF
 JB1739'AN 18 INCH WALNUT TREE, 36 FEET NORTHWEST OF A 10 INCH WALNUT TREE
 JB1739'AND 104 FEET
 JB1739'SOUTHEAST OF A LONE CEDAR.  THE MONUMENT IS 12 INCHES
 JB1739'UNDERGROUND AND THE DISK IS
 JB1739'STAMPED DAVIS 1961.
 JB1739'
 JB1739'TO REACH FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE HIGHWAYS 14
 JB1739'AND 142 IN MCLEANSBORO, GO
 JB1739'WEST ON STATE HIGHWAY 14 FOR 3.4 MILES TO A
 JB1739'CROSSROAD.  CONTINUE WEST ON
 JB1739'HIGHWAY 14 FOR 3.3 MILES TO A CROSSROAD.
 JB1739'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 JB1739'2.0 MILES TO A
 JB1739'CROSSROAD.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.8 MILE TO
 JB1739'THE HOME OF MR
 JB1739'RAY G DAVIS ON THE RIGHT.  TURN RIGHT AND GO EAST ON A
 JB1739'GRAVELED DRIVEWAY TO A GATE
 JB1739'AT THE SOUTH END OF A BARN.  PASS THROUGH
 JB1739'THE GATE AND GO EAST AND SOUTHEAST ON A DIM
 JB1739'TRACK ROAD FOR ABOUT 200
 JB1739'FEET TO A FORK.  TAKE RIGHT FORK AND GO SOUTHEAST ON A DIM
 JB1739'TRACK ROAD FOR 0.1
 JB1739'MILE TO A WIRE GATE.  CONTINUE SOUTHEAST ON A FIELD ROAD
 JB1739'ACROSS A CULTIVATED FIELD
 JB1739'FOR 0.15 MILE TO THE NORTHEAST CORNER OF
 JB1739'THE FIELD.  CONTINUE EAST ON A DIM TRACK
 JB1739'ROAD THROUGH A WOODS AND UP
 JB1739'A HILL FOR 0.2 MILE TO R M 3 AT THE NORTHWEST CORNER OF A
 JB1739'CULTIVATED FIELD.
 JB1739'CONTINUE EAST ON THE TRACK ROAD FOR 0.05 MILE TO THE STATION
 JB1739'AT THE NORTHEAST CORNER
 JB1739'OF THE FIELD.
 JB1739'
 JB1739'REFERENCE MARK 1 IS 8 FEET WEST OF A 6 INCH HICKORY TREE, 8 FEET
 JB1739'NORTHWEST OF A 12 INCH
 JB1739'WALNUT TREE AND 76 FEET SOUTH OF THE WITNESS POST.  THE
 JB1739'MONUMENT PROJECTS 4 INCHES
 JB1739'AND THE DISK IS STAMPED DAVIS NO 1 1961.
 JB1739'
 JB1739'REFERENCE MARK 2 IS 76 FEET SOUTHWEST OF A 6 INCH LONE CEDAR TREE AND
 JB1739'91 FEET WEST OF AN 18 INCH
 JB1739'WALNUT TREE WITH A TRIANGULAR BLAZE ON ITS WEST
 JB1739'SIDE.  THE MONUMENT PROJECTS 6 INCHES
 JB1739'AND THE DISK IS STAMPED DAVIS NO 2 1961.
 JB1739'
 JB1739'REFERENCE MARK 3 IS 2 FEET EAST OF A WITNESS POST AND 78 FEET
 JB1739'NORTHEAST OF A 14 INCH OAK
 JB1739'TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 JB1739'STAMPED DAVIS NO 3 1961.
 JB1739'
 JB1739'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1963 ***********************************************************************
 ME1963  DESIGNATION -  DAVIT
 ME1963  PID         -  ME1963
 ME1963  STATE/COUNTY-  IL/COOK
 ME1963  USGS QUAD   -  JACKSON PARK (1993)
 ME1963
 ME1963                         *CURRENT SURVEY CONTROL
 ME1963  ___________________________________________________________________
 ME1963* NAD 83(1986)-  41 53 17.     (N)    087 36 38.     (W)     SCALED    
 ME1963* NAVD 88     -       178.180  (meters)     584.58   (feet)  ADJUSTED  
 ME1963  ___________________________________________________________________
 ME1963  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1963  DYNAMIC HT  -         178.120 (meters)     584.38  (feet)  COMP
 ME1963  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 ME1963
 ME1963  VERT ORDER  -  FIRST     CLASS 0
 ME1963
 ME1963.The horizontal coordinates were scaled from a topographic map and have
 ME1963.an estimated accuracy of +/- 6 seconds.
 ME1963
 ME1963.The orthometric height was determined by differential leveling
 ME1963.and adjusted by the National Geodetic Survey in June 1991..
 ME1963
 ME1963.The geoid height was determined by GEOID03.
 ME1963
 ME1963.The dynamic height is computed by dividing the NAVD 88
 ME1963.geopotential number by the normal gravity value computed on the
 ME1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1963.degrees latitude (g = 980.6199 gals.).
 ME1963
 ME1963.The modeled gravity was interpolated from observed gravity values.
 ME1963
 ME1963;                    North         East    Units  Estimated Accuracy
 ME1963;SPC IL E     -   579,920.      359,990.      MT  (+/- 180 meters Scaled)
 ME1963
 ME1963                          SUPERSEDED SURVEY CONTROL
 ME1963
 ME1963  NGVD 29 (??/??/92)  178.26   (m)          584.8    (f) COMPUTED    1 0
 ME1963
 ME1963.Superseded values are not recommended for survey control.
 ME1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1963.See file dsdata.txt to determine how the superseded data were derived.
 ME1963
 ME1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM493375(NAD 83)
 ME1963_MARKER: DD = SURVEY DISK
 ME1963_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1963_SP_SET: PIER
 ME1963_STAMPING: DAVIT LDK 1943
 ME1963_MARK LOGO: USLS  
 ME1963_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1963
 ME1963  HISTORY     - Date     Condition        Report By
 ME1963  HISTORY     - 1943     MONUMENTED       USLS
 ME1963  HISTORY     - 1973     GOOD             NGS
 ME1963  HISTORY     - 19950809 GOOD             NOS
 ME1963
 ME1963                          STATION DESCRIPTION
 ME1963
 ME1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ME1963'IN CHICAGO.
 ME1963'52.0 FEET NORTH OF THE NORTHWEST CORNER OF THE OLD COAST GUARD STATION
 ME1963'AT THE MOUTH OF THE CHICAGO RIVER AND AT SOUTH PIER, 24.0 FEET EAST OF
 ME1963'THE NORTHWEST CORNER OF THE PIER, 56.0 FEET WEST OF A PIPE CORNER POST
 ME1963'IN A CHAIN LINK FENCE, 0.3 FEET EAST OF THE EAST STEEL BASE OF AN OLD
 ME1963'BOAT LIFT, SET IN TOP OF CONCRETE PIER.  0.1 MILE WEST OF THE CHICAGO
 ME1963'RIVER CONTROLLING WORKS LOCK.  SECTION 10, T 39N, R 14E.
 ME1963
 ME1963                          STATION RECOVERY (1995)
 ME1963
 ME1963'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 ME1963'52.0 FEET (15.8 M) NORTH OF THE NORTHWEST CORNER OF THE OLD COAST
 ME1963'GUARD STATION NOW OCCUPIED BY THE CHICAGO POLICE DEPT.  AT THE MOUTH
 ME1963'OF THE CHICAGO RIVER AND AT SOUTH PIER, 24.0 FEET (7.3 M) EAST OF THE
 ME1963'NORTHWEST CORNER OF THE PIER, 56.0 FEET (17.1 M) WEST OF A PIPE CORNER
 ME1963'POST IN A CHAIN LINK FENCE, 0.3 FEET (9.1 CM) EAST OF THE EAST STEEL
 ME1963'BASE OF AN OLD BOAT LIFT, SET IN TOP OF CONCRETE PIER.  0.1 MILE (0.2
 ME1963'KM) WEST OF THE CHICAGO RIVER CONTROLLING WORKS LOCK. SECTION 10, T
 ME1963'39N, R 14E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1490 ***********************************************************************
 MF1490  DESIGNATION -  DE KALB CALF PACK CO RAD MAST
 MF1490  PID         -  MF1490
 MF1490  STATE/COUNTY-  IL/DE KALB
 MF1490  USGS QUAD   -  SYCAMORE (1975)
 MF1490
 MF1490                         *CURRENT SURVEY CONTROL
 MF1490  ___________________________________________________________________
 MF1490* NAD 83(1997)-  41 55 07.48289(N)    088 44 21.39444(W)     ADJUSTED  
 MF1490* NAVD 88     -                                                        
 MF1490  ___________________________________________________________________
 MF1490  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 MF1490  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1490
 MF1490  HORZ ORDER  -  THIRD
 MF1490
 MF1490.The horizontal coordinates were established by classical geodetic methods
 MF1490.and adjusted by the National Geodetic Survey in October 1999..
 MF1490
 MF1490
 MF1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1490
 MF1490.The geoid height was determined by GEOID03.
 MF1490
 MF1490;                    North         East     Units Scale Factor Converg.
 MF1490;SPC IL E     -   583,157.364   266,325.380   MT  0.99998895   -0 16 16.3
 MF1490;SPC IL E     - 1,913,242.12    873,769.18   sFT  0.99998895   -0 16 16.3
 MF1490;UTM  16      - 4,642,217.392   355,771.756   MT  0.99985597   -1 09 43.8
 MF1490
 MF1490                          SUPERSEDED SURVEY CONTROL
 MF1490
 MF1490  NAD 83(1986)-  41 55 07.48404(N)    088 44 21.40164(W) AD(       ) 4
 MF1490  NAD 27      -  41 55 07.38100(N)    088 44 21.08400(W) AD(       ) 3
 MF1490
 MF1490.Superseded values are not recommended for survey control.
 MF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1490.See file dsdata.txt to determine how the superseded data were derived.
 MF1490
 MF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5577242217(NAD 83)
 MF1490_MARKER: 42 = RADIO/TV MAST
 MF1490
 MF1490  HISTORY     - Date     Condition        Report By
 MF1490  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1490  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF1490
 MF1490                          STATION DESCRIPTION
 MF1490
 MF1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1490'STATION IS THE CENTER OF THE TOP OF THE RADIO MAST, LOCATED
 MF1490'IN THE SOUTHEAST SECTION OF DE KALB NEAR THE SOUTHEAST CORNER
 MF1490'OF THE CALIFORNIA PACKING CORP. PLANT LOT, ABOUT 0.2 MILE
 MF1490'SOUTH OF TAYLOR ST. AND 0.1 MILE EAST OF MAPLEWOOD ST. (EXTENDED
 MF1490'SOUTH).  IT IS A SINGLE, UNIFORM, CROSS SECTIONED, STEEL
 MF1490'MAST, GUYED, PAINTED IN ALTERNATE SECTIONS OF ORANGE AND
 MF1490'WHITE WITH FIXED RED LIGHTS AND IS 145 FEET HIGH.
 MF1490
 MF1490                          STATION RECOVERY (1996)
 MF1490
 MF1490'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1494 ***********************************************************************
 MF1494  DESIGNATION -  DE KALB CALF PACK CO WTR TK
 MF1494  PID         -  MF1494
 MF1494  STATE/COUNTY-  IL/DE KALB
 MF1494  USGS QUAD   -  SYCAMORE (1975)
 MF1494
 MF1494                         *CURRENT SURVEY CONTROL
 MF1494  ___________________________________________________________________
 MF1494* NAD 83(1997)-  41 55 13.30717(N)    088 44 23.45028(W)     ADJUSTED  
 MF1494* NAVD 88     -                                                        
 MF1494  ___________________________________________________________________
 MF1494  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 MF1494  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1494
 MF1494  HORZ ORDER  -  THIRD
 MF1494
 MF1494.The horizontal coordinates were established by classical geodetic methods
 MF1494.and adjusted by the National Geodetic Survey in October 1999..
 MF1494
 MF1494
 MF1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1494
 MF1494.The geoid height was determined by GEOID03.
 MF1494
 MF1494;                    North         East     Units Scale Factor Converg.
 MF1494;SPC IL E     -   583,337.283   266,278.859   MT  0.99998899   -0 16 17.7
 MF1494;SPC IL E     - 1,913,832.40    873,616.56   sFT  0.99998899   -0 16 17.7
 MF1494;UTM  16      - 4,642,397.988   355,728.044   MT  0.99985613   -1 09 45.3
 MF1494
 MF1494                          SUPERSEDED SURVEY CONTROL
 MF1494
 MF1494  NAD 83(1986)-  41 55 13.30844(N)    088 44 23.45811(W) AD(       ) 4
 MF1494  NAD 27      -  41 55 13.20100(N)    088 44 23.14400(W) AD(       ) 3
 MF1494
 MF1494.Superseded values are not recommended for survey control.
 MF1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1494.See file dsdata.txt to determine how the superseded data were derived.
 MF1494
 MF1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5572842398(NAD 83)
 MF1494_MARKER: 53 = ELEVATED TANK
 MF1494
 MF1494  HISTORY     - Date     Condition        Report By
 MF1494  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1494  HISTORY     - 19961104 GOOD             USPSQD
 MF1494
 MF1494                          STATION DESCRIPTION
 MF1494
 MF1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1494'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 MF1494'WATER TANK, LOCATED IN THE SOUTHEAST SECTION OF DE KALB,
 MF1494'NEAR THE CENTER OF THE CALIFORNIA PACKING CORP. PLANT.  IT
 MF1494'IS A STEEL TANK, WITH A FLAT CONICAL ROOF AND AN OVAL BOTTOM
 MF1494'WITH 15 FOOT VERTICAL SIDES, ATOP A 4 LEGGED STEEL TRUSSWORK
 MF1494'STRUCTURE, AND IS PAINTED BLACK.  THE TOTAL HEIGHT IS ABOUT
 MF1494'125 FEET.
 MF1494
 MF1494                          STATION RECOVERY (1996)
 MF1494
 MF1494'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1525 ***********************************************************************
 MF1525  DESIGNATION -  DE KALB CENTRAL ILL LT CO STK
 MF1525  PID         -  MF1525
 MF1525  STATE/COUNTY-  IL/DE KALB
 MF1525  USGS QUAD   -  DE KALB (1980)
 MF1525
 MF1525                         *CURRENT SURVEY CONTROL
 MF1525  ___________________________________________________________________
 MF1525* NAD 83(1997)-  41 55 43.96368(N)    088 45 04.68963(W)     ADJUSTED  
 MF1525* NAVD 88     -                                                        
 MF1525  ___________________________________________________________________
 MF1525  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 MF1525  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1525
 MF1525  HORZ ORDER  -  THIRD
 MF1525
 MF1525.The horizontal coordinates were established by classical geodetic methods
 MF1525.and adjusted by the National Geodetic Survey in October 1999..
 MF1525
 MF1525
 MF1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1525
 MF1525.The geoid height was determined by GEOID03.
 MF1525
 MF1525;                    North         East     Units Scale Factor Converg.
 MF1525;SPC IL E     -   584,287.684   265,333.221   MT  0.99998978   -0 16 45.5
 MF1525;SPC IL E     - 1,916,950.51    870,514.08   sFT  0.99998978   -0 16 45.5
 MF1525;UTM  16      - 4,643,362.854   354,797.423   MT  0.99985944   -1 10 13.6
 MF1525
 MF1525                          SUPERSEDED SURVEY CONTROL
 MF1525
 MF1525  NAD 83(1997)-  41 55 43.96470(N)    088 45 04.69703(W) AD(       ) 4
 MF1525  NAD 83(1986)-  41 55 43.96480(N)    088 45 04.69638(W) AD(       ) 4
 MF1525  NAD 27      -  41 55 43.86500(N)    088 45 04.37500(W) AD(       ) 3
 MF1525
 MF1525.Superseded values are not recommended for survey control.
 MF1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1525.See file dsdata.txt to determine how the superseded data were derived.
 MF1525
 MF1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5479743363(NAD 83)
 MF1525_MARKER: 63 = STACK
 MF1525
 MF1525  HISTORY     - Date     Condition        Report By
 MF1525  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1525  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF1525
 MF1525                          STATION DESCRIPTION
 MF1525
 MF1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1525'STATION IS THE CENTER OF THE TOP OF THE ROUND, CONCRETE
 MF1525'STACK, LOCATED NEAR THE CENTER OF DE KALB, ON THE SOUTH
 MF1525'SIDE OF THE ILLINOIS LIGHT AND POWER CO., PLANT, ABOUT 150
 MF1525'FEET EAST OF THE INTERSECTION OF EAST GROVE AND SOUTH THIRD
 MF1525'STREETS.  THE STACK IS ABOUT 15 FEET IN DIAMETER AT THE
 MF1525'BASE AND TAPERS TO ABOUT 13 FEET AT THE TOP AND IS 213 FEET
 MF1525'HIGH.
 MF1525
 MF1525                          STATION RECOVERY (1996)
 MF1525
 MF1525'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1485 ***********************************************************************
 MF1485  DESIGNATION -  DE KALB CREAMERY PKG CO WTR TK
 MF1485  PID         -  MF1485
 MF1485  STATE/COUNTY-  IL/DE KALB
 MF1485  USGS QUAD   -  SYCAMORE (1975)
 MF1485
 MF1485                         *CURRENT SURVEY CONTROL
 MF1485  ___________________________________________________________________
 MF1485* NAD 83(1997)-  41 55 59.12542(N)    088 43 52.46539(W)     ADJUSTED  
 MF1485* NAVD 88     -                                                        
 MF1485  ___________________________________________________________________
 MF1485  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 MF1485  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1485
 MF1485  HORZ ORDER  -  THIRD
 MF1485
 MF1485.The horizontal coordinates were established by classical geodetic methods
 MF1485.and adjusted by the National Geodetic Survey in October 1999..
 MF1485
 MF1485
 MF1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1485
 MF1485.The geoid height was determined by GEOID03.
 MF1485
 MF1485;                    North         East     Units Scale Factor Converg.
 MF1485;SPC IL E     -   584,747.546   266,999.381   MT  0.99998840   -0 15 57.3
 MF1485;SPC IL E     - 1,918,459.24    875,980.47   sFT  0.99998840   -0 15 57.3
 MF1485;UTM  16      - 4,643,796.689   356,470.312   MT  0.99985350   -1 09 25.6
 MF1485
 MF1485                          SUPERSEDED SURVEY CONTROL
 MF1485
 MF1485  NAD 83(1986)-  41 55 59.12654(N)    088 43 52.47328(W) AD(       ) 4
 MF1485  NAD 27      -  41 55 59.01900(N)    088 43 52.16100(W) AD(       ) 3
 MF1485
 MF1485.Superseded values are not recommended for survey control.
 MF1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1485.See file dsdata.txt to determine how the superseded data were derived.
 MF1485
 MF1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5647043797(NAD 83)
 MF1485_MARKER: 53 = ELEVATED TANK
 MF1485
 MF1485  HISTORY     - Date     Condition        Report By
 MF1485  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1485  HISTORY     - 19961104 GOOD             USPSQD
 MF1485
 MF1485                          STATION DESCRIPTION
 MF1485
 MF1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1485'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 MF1485'WATER TANK, LOCATED IN THE EAST SECTION OF DE KALB, ABOUT
 MF1485'75 FEET NORTH OF THE CENTER OF EAST PLEASANT STREET ON THE
 MF1485'NORTH SIDE OF THE CREAMERY PKG. MFG. CO. PLANT.  IT IS A
 MF1485'SMALL BLACK TANK WITH A DEEP OVAL BOTTOM AND FLAT CONICAL
 MF1485'ROOF, ATOP A 4 LEGGED STEEL TRUSSWORK STRUCTURE.  THE LEGS
 MF1485'AND TANK ARE PAINTED BLACK AND THE TANK HAS THE LEGEND CREAMERY
 MF1485'PACKAGE MFG. CO. PAINTED IN SMALL WHITE LETTERS ON THE SOUTH
 MF1485'SIDE OF THE TANK.  THE TOTAL HEIGHT IS ABOUT 100 FEET.
 MF1485
 MF1485                          STATION RECOVERY (1996)
 MF1485
 MF1485'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1480 ***********************************************************************
 MF1480  DESIGNATION -  DE KALB CYCLONE FENCE CO TANK
 MF1480  PID         -  MF1480
 MF1480  STATE/COUNTY-  IL/DE KALB
 MF1480  USGS QUAD   -  SYCAMORE (1975)
 MF1480
 MF1480                         *CURRENT SURVEY CONTROL
 MF1480  ___________________________________________________________________
 MF1480* NAD 83(1997)-  41 56 00.38574(N)    088 44 04.24877(W)     ADJUSTED  
 MF1480* NAVD 88     -                                                        
 MF1480  ___________________________________________________________________
 MF1480  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 MF1480  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1480
 MF1480  HORZ ORDER  -  THIRD
 MF1480
 MF1480.The horizontal coordinates were established by classical geodetic methods
 MF1480.and adjusted by the National Geodetic Survey in October 1999..
 MF1480
 MF1480
 MF1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1480
 MF1480.The geoid height was determined by GEOID03.
 MF1480
 MF1480;                    North         East     Units Scale Factor Converg.
 MF1480;SPC IL E     -   584,787.696   266,728.101   MT  0.99998862   -0 16 05.2
 MF1480;SPC IL E     - 1,918,590.97    875,090.44   sFT  0.99998862   -0 16 05.2
 MF1480;UTM  16      - 4,643,841.047   356,199.726   MT  0.99985445   -1 09 33.5
 MF1480
 MF1480                          SUPERSEDED SURVEY CONTROL
 MF1480
 MF1480  NAD 83(1986)-  41 56 00.38656(N)    088 44 04.25627(W) AD(       ) 4
 MF1480  NAD 27      -  41 56 00.28000(N)    088 44 03.94100(W) AD(       ) 3
 MF1480
 MF1480.Superseded values are not recommended for survey control.
 MF1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1480.See file dsdata.txt to determine how the superseded data were derived.
 MF1480
 MF1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5620043841(NAD 83)
 MF1480_MARKER: 53 = ELEVATED TANK
 MF1480
 MF1480  HISTORY     - Date     Condition        Report By
 MF1480  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1480  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF1480
 MF1480                          STATION DESCRIPTION
 MF1480
 MF1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1480'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 MF1480'WATER TANK, LOCATED IN THE EAST SECTION OF DE KALB, ABOUT
 MF1480'100 FEET NORTH OF EAST PLEASANT STREET AND 200 FEET EAST
 MF1480'OF NORTH 14TH. STREET IN THE SOUTHWEST CORNER OF THE CYCLONE
 MF1480'FENCE CO. PLANT YARD.  IT IS A METAL TANK WITH A FLAT CONICAL
 MF1480'ROOF AND DEEP OVAL BOTTOM WITH VERTICAL SIDES ABOUT 20 FEET
 MF1480'HIGH, ATOP A 4 LEGGED STEEL TRUSSWORK STRUCTURE ABOUT 90
 MF1480'FEET HIGH.  THE TANK IS PAINTED BLACK AND HAS THE LEGEND
 MF1480'CYCLONE FENCE PAINTED IN LARGE BLACK LETTERS ON THE WEST
 MF1480'SIDE.  THE LEGS AND A CATWALK AROUND THE BOTTOM OF THE TANK
 MF1480'ARE PAINTED SILVER.  THE STANDPIPE IN THE CENTER OF THE
 MF1480'TANK IS ENCLOSED IN WOOD AND IS PAINTED SILVER.  THE TOTAL
 MF1480'HEIGHT IS ABOUT 115 FEET.
 MF1480
 MF1480                          STATION RECOVERY (1996)
 MF1480
 MF1480'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1491 ***********************************************************************
 MF1491  DESIGNATION -  DE KALB FOSTER EQUIP CO STACK
 MF1491  PID         -  MF1491
 MF1491  STATE/COUNTY-  IL/DE KALB
 MF1491  USGS QUAD   -  SYCAMORE (1975)
 MF1491
 MF1491                         *CURRENT SURVEY CONTROL
 MF1491  ___________________________________________________________________
 MF1491* NAD 83(1997)-  41 55 46.55037(N)    088 44 22.97764(W)     ADJUSTED  
 MF1491* NAVD 88     -                                                        
 MF1491  ___________________________________________________________________
 MF1491  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 MF1491  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1491
 MF1491  HORZ ORDER  -  THIRD
 MF1491
 MF1491.The horizontal coordinates were established by classical geodetic methods
 MF1491.and adjusted by the National Geodetic Survey in October 1999..
 MF1491
 MF1491
 MF1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1491
 MF1491.The geoid height was determined by GEOID03.
 MF1491
 MF1491;                    North         East     Units Scale Factor Converg.
 MF1491;SPC IL E     -   584,362.870   266,294.610   MT  0.99998897   -0 16 17.6
 MF1491;SPC IL E     - 1,917,197.18    873,668.23   sFT  0.99998897   -0 16 17.6
 MF1491;UTM  16      - 4,643,423.071   355,759.739   MT  0.99985601   -1 09 45.7
 MF1491
 MF1491                          SUPERSEDED SURVEY CONTROL
 MF1491
 MF1491  NAD 83(1986)-  41 55 46.55121(N)    088 44 22.98469(W) AD(       ) 4
 MF1491  NAD 27      -  41 55 46.44400(N)    088 44 22.67000(W) AD(       ) 3
 MF1491
 MF1491.Superseded values are not recommended for survey control.
 MF1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1491.See file dsdata.txt to determine how the superseded data were derived.
 MF1491
 MF1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5576043423(NAD 83)
 MF1491_MARKER: 63 = STACK
 MF1491
 MF1491  HISTORY     - Date     Condition        Report By
 MF1491  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1491  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF1491
 MF1491                          STATION DESCRIPTION
 MF1491
 MF1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1491'STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED IN
 MF1491'THE EAST CENTRAL SECTION OF DE KALB, ABOUT 75 FEET SOUTH
 MF1491'OF THE INTERSECTION OF 11TH. AND EAST OAK STREETS, NEAR
 MF1491'THE CENTER OF THE FOSTER EQUIPMENT CO., PLANT.  IT IS A
 MF1491'SQUARE BRICK STACK, ATOP A SQUARE VERTICAL BRICK BASE ABOUT 10
 MF1491'FEET SQUARE AND 20 FEET HIGH.  THE BASE OF THE STACK IS
 MF1491'ABOUT 8 FEET WIDE AND TAPERS TO ABOUT 5 FEET AT THE TOP.
 MF1491'THE UPPER PORTION OF THE STACK IS OF NEW RED BRICK AND THE
 MF1491'LOWER PART IS OF GRAY AND TAN BRICK.  THE TOTAL HEIGHT IS
 MF1491'ABOUT 150 FEET.
 MF1491
 MF1491                          STATION RECOVERY (1996)
 MF1491
 MF1491'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1482 ***********************************************************************
 MF1482  DESIGNATION -  DE KALB GENERAL ELEC CO W TK
 MF1482  PID         -  MF1482
 MF1482  STATE/COUNTY-  IL/DE KALB
 MF1482  USGS QUAD   -  SYCAMORE (1975)
 MF1482
 MF1482                         *CURRENT SURVEY CONTROL
 MF1482  ___________________________________________________________________
 MF1482* NAD 83(1997)-  41 55 49.99227(N)    088 43 37.20857(W)     ADJUSTED  
 MF1482* NAVD 88     -                                                        
 MF1482  ___________________________________________________________________
 MF1482  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 MF1482  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1482
 MF1482  HORZ ORDER  -  THIRD
 MF1482
 MF1482.The horizontal coordinates were established by classical geodetic methods
 MF1482.and adjusted by the National Geodetic Survey in October 1999..
 MF1482
 MF1482
 MF1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1482
 MF1482.The geoid height was determined by GEOID03.
 MF1482
 MF1482;                    North         East     Units Scale Factor Converg.
 MF1482;SPC IL E     -   584,464.142   267,349.569   MT  0.99998811   -0 15 47.0
 MF1482;SPC IL E     - 1,917,529.44    877,129.38   sFT  0.99998811   -0 15 47.0
 MF1482;UTM  16      - 4,643,507.911   356,816.003   MT  0.99985228   -1 09 15.2
 MF1482
 MF1482                          SUPERSEDED SURVEY CONTROL
 MF1482
 MF1482  NAD 83(1986)-  41 55 49.99371(N)    088 43 37.21553(W) AD(       ) 4
 MF1482  NAD 27      -  41 55 49.89700(N)    088 43 36.89100(W) AD(       ) 3
 MF1482
 MF1482.Superseded values are not recommended for survey control.
 MF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1482.See file dsdata.txt to determine how the superseded data were derived.
 MF1482
 MF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5681643508(NAD 83)
 MF1482_MARKER: 53 = ELEVATED TANK
 MF1482
 MF1482  HISTORY     - Date     Condition        Report By
 MF1482  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1482  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF1482
 MF1482                          STATION DESCRIPTION
 MF1482
 MF1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1482'STATION IS THE FIXED RED LIGHT ATOP THE CENTER OF THE TOP
 MF1482'OF THE WATER TANK, LOCATED AT THE SOUTHWEST CORNER OF THE
 MF1482'GENERAL ELECTRIC CO., PLANT IN THE NORTHEAST SECTION OF
 MF1482'DE KALB, ABOUT 400 FEET SOUTH OF EAST PLEASANT STREET.  IT
 MF1482'IS A WOODEN TANK, ABOUT 25 FEET HIGH, WITH A FLAT BOTTOM
 MF1482'AND FLAT CONICAL TOP, ATOP A 4 LEGGED STEEL TRUSSWORK STRUCTURE.
 MF1482'THE LEGS ARE PAINTED BLACK AND THE TANK IS PAINTED SILVER
 MF1482'AND HAS A BLUE SHIELD WITH THE LETTERS GE IN WHITE SCRIPT
 MF1482'ON THE EAST AND WEST SIDES.  THE TOTAL HEIGHT IS ABOUT 100
 MF1482'FEET.
 MF1482
 MF1482                          STATION RECOVERY (1996)
 MF1482
 MF1482'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1489 ***********************************************************************
 MF1489  DESIGNATION -  DE KALB MUNICIPAL TANK
 MF1489  PID         -  MF1489
 MF1489  STATE/COUNTY-  IL/DE KALB
 MF1489  USGS QUAD   -  SYCAMORE (1975)
 MF1489
 MF1489                         *CURRENT SURVEY CONTROL
 MF1489  ___________________________________________________________________
 MF1489* NAD 83(1997)-  41 55 48.68421(N)    088 44 18.59979(W)     ADJUSTED  
 MF1489* NAVD 88     -                                                        
 MF1489  ___________________________________________________________________
 MF1489  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 MF1489  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1489
 MF1489  HORZ ORDER  -  THIRD
 MF1489
 MF1489.The horizontal coordinates were established by classical geodetic methods
 MF1489.and adjusted by the National Geodetic Survey in October 1999..
 MF1489
 MF1489
 MF1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1489
 MF1489.The geoid height was determined by GEOID03.
 MF1489
 MF1489;                    North         East     Units Scale Factor Converg.
 MF1489;SPC IL E     -   584,428.227   266,395.782   MT  0.99998889   -0 16 14.7
 MF1489;SPC IL E     - 1,917,411.61    874,000.16   sFT  0.99998889   -0 16 14.7
 MF1489;UTM  16      - 4,643,486.838   355,861.902   MT  0.99985565   -1 09 42.9
 MF1489
 MF1489                          SUPERSEDED SURVEY CONTROL
 MF1489
 MF1489  NAD 83(1986)-  41 55 48.68539(N)    088 44 18.60664(W) AD(       ) 4
 MF1489  NAD 27      -  41 55 48.58500(N)    088 44 18.28700(W) AD(       ) 3
 MF1489
 MF1489.Superseded values are not recommended for survey control.
 MF1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1489.See file dsdata.txt to determine how the superseded data were derived.
 MF1489
 MF1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5586243487(NAD 83)
 MF1489_MARKER: 53 = ELEVATED TANK
 MF1489
 MF1489  HISTORY     - Date     Condition        Report By
 MF1489  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1489  HISTORY     - 19961104 GOOD             USPSQD
 MF1489  HISTORY     - 20060708 GOOD             USGSNP
 MF1489
 MF1489                          STATION DESCRIPTION
 MF1489
 MF1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1489'STATION IS THE RED LIGHT AT THE CENTER OF THE TOP OF THE
 MF1489'MUNICIPAL WATER TANK, LOCATED IN THE EAST CENTRAL SECTION
 MF1489'OF DE KALB, ABOUT 250 FEET EAST OF THE INTERSECTION OF NORTH
 MF1489'11TH. STREET AND EAST OAK STREET AND ABOUT 75 FEET NORTH
 MF1489'OF EAST OAK STREET.  IT IS A VERY LARGE, MUSHROOM SHAPED
 MF1489'TANK, ATOP A 10 LEGGED TUBULAR STEEL STRUCTURE AND IS ABOUT
 MF1489'110 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED SILVER AND
 MF1489'HAS THE LEGEND DE KALB PAINTED IN LARGE BLACK LETTERS ON
 MF1489'THE NORTHWEST AND SOUTHEAST SIDES OF THE TANK.
 MF1489
 MF1489                          STATION RECOVERY (1996)
 MF1489
 MF1489'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1489'RECOVERED IN GOOD CONDITION.
 MF1489
 MF1489                          STATION RECOVERY (2006)
 MF1489
 MF1489'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 MF1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1526 ***********************************************************************
 MF1526  DESIGNATION -  DE KALB NORTHERN ILL STC STACK
 MF1526  PID         -  MF1526
 MF1526  STATE/COUNTY-  IL/DE KALB
 MF1526  USGS QUAD   -  DE KALB (1980)
 MF1526
 MF1526                         *CURRENT SURVEY CONTROL
 MF1526  ___________________________________________________________________
 MF1526* NAD 83(1997)-  41 56 06.13277(N)    088 45 49.63279(W)     ADJUSTED  
 MF1526* NAVD 88     -                                                        
 MF1526  ___________________________________________________________________
 MF1526  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MF1526  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1526
 MF1526  HORZ ORDER  -  THIRD
 MF1526
 MF1526.The horizontal coordinates were established by classical geodetic methods
 MF1526.and adjusted by the National Geodetic Survey in October 1999..
 MF1526
 MF1526
 MF1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1526
 MF1526.The geoid height was determined by GEOID03.
 MF1526
 MF1526;                    North         East     Units Scale Factor Converg.
 MF1526;SPC IL E     -   584,976.781   264,301.201   MT  0.99999068   -0 17 15.6
 MF1526;SPC IL E     - 1,919,211.32    867,128.19   sFT  0.99999068   -0 17 15.6
 MF1526;UTM  16      - 4,644,067.829   353,776.377   MT  0.99986310   -1 10 44.1
 MF1526
 MF1526                          SUPERSEDED SURVEY CONTROL
 MF1526
 MF1526  NAD 83(1997)-  41 56 06.13363(N)    088 45 49.63989(W) AD(       ) 4
 MF1526  NAD 83(1986)-  41 56 06.13401(N)    088 45 49.63949(W) AD(       ) 4
 MF1526  NAD 27      -  41 56 06.03600(N)    088 45 49.31800(W) AD(       ) 3
 MF1526
 MF1526.Superseded values are not recommended for survey control.
 MF1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1526.See file dsdata.txt to determine how the superseded data were derived.
 MF1526
 MF1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5377644068(NAD 83)
 MF1526_MARKER: 63 = STACK
 MF1526
 MF1526  HISTORY     - Date     Condition        Report By
 MF1526  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1526  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF1526
 MF1526                          STATION DESCRIPTION
 MF1526
 MF1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1526'STATION IS THE CENTER OF THE TOP OF A ROUND, RED BRICK STACK,
 MF1526'LOCATED IN THE NORTHWEST SECTION OF DE KALB ON THE GROUNDS
 MF1526'OF THE NORTHERN ILLINOIS STATE TEACHERS COLLEGE, ABOUT 0.3
 MF1526'MILE NORTH OF U.S. HIGHWAY 30A AND 0.2 MILE SOUTHEAST OF
 MF1526'THE INTERSECTION OF LUCINDA AVE. AND NORMAL ROAD.  IT IS
 MF1526'AN OLD STACK, ABOUT 12 FEET IN DIAMETER, WITH A SLIGHT TAPER
 MF1526'AND A BELLED TOP AND IS ABOUT 125 FEET HIGH.
 MF1526
 MF1526                          STATION RECOVERY (1996)
 MF1526
 MF1526'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1487 ***********************************************************************
 MF1487  DESIGNATION -  DE KALB RADIO STA WLBK MAST
 MF1487  PID         -  MF1487
 MF1487  STATE/COUNTY-  IL/DE KALB
 MF1487  USGS QUAD   -  SYCAMORE (1975)
 MF1487
 MF1487                         *CURRENT SURVEY CONTROL
 MF1487  ___________________________________________________________________
 MF1487* NAD 83(1997)-  41 56 26.94646(N)    088 44 55.52780(W)     ADJUSTED  
 MF1487* NAVD 88     -                                                        
 MF1487  ___________________________________________________________________
 MF1487  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 MF1487  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1487
 MF1487  HORZ ORDER  -  THIRD
 MF1487
 MF1487.The horizontal coordinates were established by classical geodetic methods
 MF1487.and adjusted by the National Geodetic Survey in October 1999..
 MF1487
 MF1487
 MF1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1487
 MF1487.The geoid height was determined by GEOID03.
 MF1487
 MF1487;                    North         East     Units Scale Factor Converg.
 MF1487;SPC IL E     -   585,612.791   265,550.728   MT  0.99998960   -0 16 39.6
 MF1487;SPC IL E     - 1,921,297.97    871,227.68   sFT  0.99998960   -0 16 39.6
 MF1487;UTM  16      - 4,644,684.244   355,035.484   MT  0.99985859   -1 10 08.4
 MF1487
 MF1487                          SUPERSEDED SURVEY CONTROL
 MF1487
 MF1487  NAD 83(1986)-  41 56 26.94773(N)    088 44 55.53454(W) AD(       ) 4
 MF1487  NAD 27      -  41 56 26.84900(N)    088 44 55.21400(W) AD(       ) 3
 MF1487
 MF1487.Superseded values are not recommended for survey control.
 MF1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1487.See file dsdata.txt to determine how the superseded data were derived.
 MF1487
 MF1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5503544684(NAD 83)
 MF1487_MARKER: 42 = RADIO/TV MAST
 MF1487
 MF1487  HISTORY     - Date     Condition        Report By
 MF1487  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1487  HISTORY     - 19961104 GOOD             USPSQD
 MF1487
 MF1487                          STATION DESCRIPTION
 MF1487
 MF1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1487'STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO STATION
 MF1487'WLBK, LOCATED ON THE EAST SIDE OF NORTH FIRST STREET IN
 MF1487'THE NORTHWEST EDGE OF DE KALB.  THE MAST IS A STEEL STRUCTURE
 MF1487'SUPPORTED BY GUY WIRES, IS 203 FEET HIGH AND IS PAINTED
 MF1487'IN ALTERNATE SECTIONS OF RED AND WHITE.
 MF1487
 MF1487                          STATION RECOVERY (1996)
 MF1487
 MF1487'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1484 ***********************************************************************
 MF1484  DESIGNATION -  DE KALB WURLITZER PIANO CO TK
 MF1484  PID         -  MF1484
 MF1484  STATE/COUNTY-  IL/DE KALB
 MF1484  USGS QUAD   -  SYCAMORE (1975)
 MF1484
 MF1484                         *CURRENT SURVEY CONTROL
 MF1484  ___________________________________________________________________
 MF1484* NAD 83(1997)-  41 55 55.31771(N)    088 43 56.25493(W)     ADJUSTED  
 MF1484* NAVD 88     -                                                        
 MF1484  ___________________________________________________________________
 MF1484  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 MF1484  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1484
 MF1484  HORZ ORDER  -  THIRD
 MF1484
 MF1484.The horizontal coordinates were established by classical geodetic methods
 MF1484.and adjusted by the National Geodetic Survey in October 1999..
 MF1484
 MF1484
 MF1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1484
 MF1484.The geoid height was determined by GEOID03.
 MF1484
 MF1484;                    North         East     Units Scale Factor Converg.
 MF1484;SPC IL E     -   584,630.474   266,911.532   MT  0.99998847   -0 15 59.8
 MF1484;SPC IL E     - 1,918,075.15    875,692.25   sFT  0.99998847   -0 15 59.8
 MF1484;UTM  16      - 4,643,681.013   356,380.665   MT  0.99985381   -1 09 28.1
 MF1484
 MF1484                          SUPERSEDED SURVEY CONTROL
 MF1484
 MF1484  NAD 83(1986)-  41 55 55.31887(N)    088 43 56.26266(W) AD(       ) 4
 MF1484  NAD 27      -  41 55 55.21100(N)    088 43 55.94700(W) AD(       ) 3
 MF1484
 MF1484.Superseded values are not recommended for survey control.
 MF1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1484.See file dsdata.txt to determine how the superseded data were derived.
 MF1484
 MF1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5638143681(NAD 83)
 MF1484_MARKER: 53 = ELEVATED TANK
 MF1484
 MF1484  HISTORY     - Date     Condition        Report By
 MF1484  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1484  HISTORY     - 19961104 GOOD             USPSQD
 MF1484
 MF1484                          STATION DESCRIPTION
 MF1484
 MF1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1484'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 MF1484'WATER TANK, LOCATED IN THE EAST SECTION OF DE KALB, ABOUT
 MF1484'75 FEET SOUTH OF THE CENTER OF EAST PLEASANT STREET AND
 MF1484'0.15 MILE EAST OF N. 14TH. STREET AT THE NORTH SIDE OF THE
 MF1484'WURLITZER PIANO CO. PLANT.  IT IS A STEEL TANK, WITH A DEEP
 MF1484'OVAL BOTTOM AND A FLAT CONICAL TOP ATOP A 4 LEGGED STEEL
 MF1484'TRUSSWORK STRUCTURE.  THE ENTIRE STRUCTURE IS PAINTED BLACK
 MF1484'AND IS ABOUT 125 FEET HIGH.
 MF1484
 MF1484                          STATION RECOVERY (1996)
 MF1484
 MF1484'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1659 ***********************************************************************
 MF1659  DESIGNATION -  DE PUE MINERAL PT ZINC CO TANK
 MF1659  PID         -  MF1659
 MF1659  STATE/COUNTY-  IL/PUTNAM
 MF1659  USGS QUAD   -  DEPUE (1979)
 MF1659
 MF1659                         *CURRENT SURVEY CONTROL
 MF1659  ___________________________________________________________________
 MF1659* NAD 83(1997)-  41 18 27.59953(N)    089 16 18.51526(W)     ADJUSTED  
 MF1659* NAVD 88     -                                                        
 MF1659  ___________________________________________________________________
 MF1659  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 MF1659  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF1659
 MF1659  HORZ ORDER  -  THIRD
 MF1659
 MF1659.The horizontal coordinates were established by classical geodetic methods
 MF1659.and adjusted by the National Geodetic Survey in October 1999..
 MF1659
 MF1659
 MF1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1659
 MF1659.The geoid height was determined by GEOID03.
 MF1659
 MF1659;                    North         East     Units Scale Factor Converg.
 MF1659;SPC IL W     -   515,578.289   774,933.753   MT  1.00001026   +0 35 26.6
 MF1659;SPC IL W     - 1,691,526.44  2,542,428.49   sFT  1.00001026   +0 35 26.6
 MF1659;SPC IL E     -   515,634.308   221,410.919   MT  1.00005098   -0 37 10.3
 MF1659;SPC IL E     - 1,691,710.23    726,412.32   sFT  1.00005098   -0 37 10.3
 MF1659;UTM  16      - 4,575,401.384   309,822.030   MT  1.00004513   -1 30 00.3
 MF1659
 MF1659                          SUPERSEDED SURVEY CONTROL
 MF1659
 MF1659  NAD 83(1986)-  41 18 27.58341(N)    089 16 18.48741(W) AD(       ) 4
 MF1659  NAD 27      -  41 18 27.46000(N)    089 16 18.19000(W) AD(       ) 3
 MF1659
 MF1659.Superseded values are not recommended for survey control.
 MF1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1659.See file dsdata.txt to determine how the superseded data were derived.
 MF1659
 MF1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0982275401(NAD 83)
 MF1659_MARKER: 51 = TANK
 MF1659
 MF1659  HISTORY     - Date     Condition        Report By
 MF1659  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1659
 MF1659                          STATION DESCRIPTION
 MF1659
 MF1659'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1658 ***********************************************************************
 HB1658  DESIGNATION -  DE SOTO
 HB1658  PID         -  HB1658
 HB1658  STATE/COUNTY-  IL/JACKSON
 HB1658  USGS QUAD   -  DE SOTO (1978)
 HB1658
 HB1658                         *CURRENT SURVEY CONTROL
 HB1658  ___________________________________________________________________
 HB1658* NAD 83(1997)-  37 49 37.12632(N)    089 14 36.06841(W)     ADJUSTED  
 HB1658* NAVD 88     -       132.     (meters)     433.     (feet)  SCALED    
 HB1658  ___________________________________________________________________
 HB1658  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HB1658  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HB1658
 HB1658  HORZ ORDER  -  FIRST
 HB1658
 HB1658.The horizontal coordinates were established by classical geodetic methods
 HB1658.and adjusted by the National Geodetic Survey in October 1999..
 HB1658
 HB1658.The orthometric height was scaled from a topographic map.
 HB1658
 HB1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1658
 HB1658.The geoid height was determined by GEOID03.
 HB1658
 HB1658;                    North         East     Units Scale Factor Converg.
 HB1658;SPC IL W     -   129,168.275   781,283.233   MT  1.00002252   +0 33 58.6
 HB1658;SPC IL W     -   423,779.58  2,563,260.07   sFT  1.00002252   +0 33 58.6
 HB1658;SPC IL E     -   129,161.158   219,884.525   MT  1.00005402   -0 33 29.3
 HB1658;SPC IL E     -   423,756.23    721,404.48   sFT  1.00005402   -0 33 29.3
 HB1658;UTM  16      - 4,188,989.437   302,565.185   MT  1.00008014   -1 22 34.5
 HB1658
 HB1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1658!SPC IL W     -   0.99998388  x   1.00002252  =   1.00000640
 HB1658!SPC IL E     -   0.99998388  x   1.00005402  =   1.00003790
 HB1658!UTM  16      -   0.99998388  x   1.00008014  =   1.00006402
 HB1658
 HB1658:                Primary Azimuth Mark                     Grid Az
 HB1658:SPC IL W     -  ELKVILLE MUNICIPAL TANK                  004 34 13.3
 HB1658:SPC IL E     -  ELKVILLE MUNICIPAL TANK                  005 41 41.2
 HB1658:UTM  16      -  ELKVILLE MUNICIPAL TANK                  006 30 46.4
 HB1658
 HB1658|---------------------------------------------------------------------|
 HB1658| PID    Reference Object                     Distance      Geod. Az  |
 HB1658|                                                           dddmmss.s |
 HB1658| HB1664 ELKVILLE MUNICIPAL TANK             APPROX. 8.4 KM 0050811.9 |
 HB1658| HB1650 ROYALTON MUNICIPAL TANK             APPROX.12.9 KM 0622348.5 |
 HB1658| HB1661 HURST MUNICIPAL TANK                APPROX. 8.7 KM 0870604.5 |
 HB1658| CI4228 DE SOTO RM 1                         21.830 METERS 13543     |
 HB1658| HB1685 CARBONDALE RADIO KSN 45 MAST        APPROX.10.5 KM 1612759.6 |
 HB1658| HB1687 CARBONDALE SE MUNICIPAL TANK        APPROX.12.4 KM 1662457.2 |
 HB1658| HB1684 CARBONDALE RADIO KSJ 298 MAST       APPROX.10.4 KM 1683028.3 |
 HB1658| HB1683 CARBONDALE NW MUNICIPAL TANK        APPROX.10.7 KM 1733023.7 |
 HB1658| HB1686 CARBONDALE RADIO WSIU FM TOWER      APPROX.13.2 KM 1764802.5 |
 HB1658| HB1694 CARBONDALE RADIO WCIL MAST          APPROX.11.3 KM 1860347.4 |
 HB1658| HB1701 AIRPORT BCN SOUTHERN ILL APT        APPROX. 5.6 KM 1870308.9 |
 HB1658| CI4229 DE SOTO RM 2                         21.455 METERS 22736     |
 HB1658| CI4227 DE SOTO AZ MK                                      2681130.2 |
 HB1658|---------------------------------------------------------------------|
 HB1658
 HB1658                          SUPERSEDED SURVEY CONTROL
 HB1658
 HB1658  NAD 83(1997)-  37 49 37.13750(N)    089 14 36.06938(W) AD(       ) 1
 HB1658  NAD 83(1986)-  37 49 37.13954(N)    089 14 36.07094(W) AD(       ) 1
 HB1658  NAD 27      -  37 49 36.95478(N)    089 14 35.76872(W) AD(       ) 1
 HB1658
 HB1658.Superseded values are not recommended for survey control.
 HB1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1658.See file dsdata.txt to determine how the superseded data were derived.
 HB1658
 HB1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0256588989(NAD 83)
 HB1658_MARKER: DS = TRIANGULATION STATION DISK
 HB1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1658
 HB1658  HISTORY     - Date     Condition        Report By
 HB1658  HISTORY     - 1961     MONUMENTED       CGS
 HB1658  HISTORY     - 1968     GOOD             ILHD
 HB1658  HISTORY     - 1973     GOOD             NGS
 HB1658  HISTORY     - 1975     GOOD             ILDT
 HB1658
 HB1658                          STATION DESCRIPTION
 HB1658
 HB1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1658'THE STATION IS ABOUT 0.75 MILE NORTHWEST OF DE SOTO, ON THE PROPERTY
 HB1658'OF MR. F.A. HUFF AND IS IN THE NORTHWEST 1/4 OF SECTION 17, T. 8
 HB1658'S., R. 1 W.. IT IS 141 FEET NORTHWEST OF A 36 INCH TREE, 95 FEET
 HB1658'NORTH OF THE CENTERLINE OF A CINDER ROAD, 74 FEET NORTHWEST OF A
 HB1658'WEST GATE POST, 49 FEET NORTH OF A WIRE FENCE AND 72 FEET NORTHEAST
 HB1658'OF A WITNESS POST.  THE MONUMENT IS 18 INCHES UNDERGROUND AND THE
 HB1658'DISK IS STAMPED DE SOTO 1961.
 HB1658'
 HB1658'TO REACH FROM THE MAIN INTERSECTION IN DE SOTO, JUST NORTH OF THE
 HB1658'POST OFFICE AND RAILROAD STATION, GO NORTHERLY ON U.S. HIGHWAY 51 FOR
 HB1658'0.85 MILE TO A Y-FORK. KEEP LEFT AND GO WEST ON A PAVED ROAD FOR 0.15
 HB1658'MILE TO THE END OF PAVED ROAD.  CONTINUE WEST ON A CINDER ROAD
 HB1658'FOR 0.45 MILE TO A SINGLE RAILROAD TRACK. CROSS TRACK AND CONTINUE
 HB1658'WEST ON THE CINDER ROAD FOR 0.1 MILE TO TOP OF GRADE AND THE
 HB1658'STATION ON THE RIGHT.
 HB1658'
 HB1658'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE CINDER
 HB1658'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 HB1658'
 HB1658'REFERENCE MARK 1 IS 25 FEET NORTH OF THE CENTERLINE OF THE CINDER
 HB1658'ROAD, 3 FEET WEST OF THE WEST GATE POST AND 1 FOOT NORTH OF THE
 HB1658'WIRE FENCE. THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED DE
 HB1658'SOTO NO 1 1961.
 HB1658'
 HB1658'REFERENCE MARK 2 IS 47 FEET NORTH OF A POWER POLE, 24 FEET NORTH OF
 HB1658'THE CENTERLINE OF THE CINDER ROAD, 1 FOOT EAST OF THE WITNESS POST
 HB1658'AND 1 FOOT NORTH OF THE WIRE FENCE. THE MONUMENT PROJECTS 4 INCHES
 HB1658'AND THE DISK IS STAMPED DE SOTO NO 2 1961.
 HB1658'
 HB1658'THE AZIMUTH MARK IS 37 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE
 HB1658'CULVERT, 22 FEET SOUTH OF THE CENTERLINE OF A CINDER ROAD, 2
 HB1658'FEET WEST OF A POWER POLE AND 1 FOOT NORTHEAST OF A WITNESS POST. THE
 HB1658'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DE SOTO 1961.
 HB1658'
 HB1658'NO PICTURE POINT AVAILABLE
 HB1658'
 HB1658'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1658
 HB1658                          STATION RECOVERY (1968)
 HB1658
 HB1658'RECOVERY NOTE BY IL HIGHWAY DEPT 1968
 HB1658'DESOTO RECOVERED IN GOOD CONDITION.  RMS 1 AND 2 AND AZIMUTH MARK
 HB1658'RECOVERED IN GOOD CONDITION. PROPERTY IS NOW OWNED BY MR. J. BOWLEY.
 HB1658'IN TO REACH DESCRIPTION SINGLE RAILROAD IS NOW A DIRT FARM ROAD.
 HB1658'
 HB1658'REFERENCE MARK 1, IS 18.5 FT WEST OF EAST GATE POST AND WIRE FENCE IS
 HB1658'GONE.
 HB1658
 HB1658                          STATION RECOVERY (1973)
 HB1658
 HB1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JWB)
 HB1658'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 HB1658'CONDITION AS DESCRIBED.
 HB1658'
 HB1658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MILE NORTHWEST
 HB1658'OF DE SOTO.
 HB1658
 HB1658                          STATION RECOVERY (1975)
 HB1658
 HB1658'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975 (RW)
 HB1658'DE SOTO 1961 RECOVERED GOOD.
 HB1658'
 HB1658'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MILES N.W. OF
 HB1658'DE SOTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0927 ***********************************************************************
 JB0927  DESIGNATION -  DEAL
 JB0927  PID         -  JB0927
 JB0927  STATE/COUNTY-  IL/FAYETTE
 JB0927  USGS QUAD   -  HAGARSTOWN (1974)
 JB0927
 JB0927                         *CURRENT SURVEY CONTROL
 JB0927  ___________________________________________________________________
 JB0927* NAD 83(1997)-  38 58 08.57918(N)    089 08 35.64459(W)     ADJUSTED  
 JB0927* NAVD 88     -       167.518  (meters)     549.60   (feet)  ADJUSTED  
 JB0927  ___________________________________________________________________
 JB0927  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JB0927  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JB0927  DYNAMIC HT  -         167.415 (meters)     549.26  (feet)  COMP
 JB0927  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JB0927
 JB0927  HORZ ORDER  -  THIRD
 JB0927  VERT ORDER  -  SECOND    CLASS 0
 JB0927
 JB0927.The horizontal coordinates were established by classical geodetic methods
 JB0927.and adjusted by the National Geodetic Survey in October 1999..
 JB0927
 JB0927.The orthometric height was determined by differential leveling
 JB0927.and adjusted by the National Geodetic Survey in June 1991..
 JB0927
 JB0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0927
 JB0927.The geoid height was determined by GEOID03.
 JB0927
 JB0927.The dynamic height is computed by dividing the NAVD 88
 JB0927.geopotential number by the normal gravity value computed on the
 JB0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0927.degrees latitude (g = 980.6199 gals.).
 JB0927
 JB0927.The modeled gravity was interpolated from observed gravity values.
 JB0927
 JB0927;                    North         East     Units Scale Factor Converg.
 JB0927;SPC IL E     -   255,854.174   229,811.871   MT  1.00003564   -0 30 33.7
 JB0927;SPC IL E     -   839,414.90    753,974.45   sFT  1.00003564   -0 30 33.7
 JB0927;SPC IL W     -   256,031.726   788,690.629   MT  1.00003800   +0 38 37.2
 JB0927;SPC IL W     -   839,997.42  2,587,562.51   sFT  1.00003800   +0 38 37.2
 JB0927;UTM  16      - 4,315,526.595   314,323.585   MT  1.00002453   -1 20 53.8
 JB0927
 JB0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0927!SPC IL E     -   0.99997868  x   1.00003564  =   1.00001432
 JB0927!SPC IL W     -   0.99997868  x   1.00003800  =   1.00001668
 JB0927!UTM  16      -   0.99997868  x   1.00002453  =   1.00000321
 JB0927
 JB0927:                Primary Azimuth Mark                     Grid Az
 JB0927:SPC IL E     -  DEAL AZ MK                               015 46 40.5
 JB0927:SPC IL W     -  DEAL AZ MK                               014 37 29.6
 JB0927:UTM  16      -  DEAL AZ MK                               016 37 00.6
 JB0927
 JB0927|---------------------------------------------------------------------|
 JB0927| PID    Reference Object                     Distance      Geod. Az  |
 JB0927|                                                           dddmmss.s |
 JB0927| CI4232 DEAL AZ MK                                         0151606.8 |
 JB0927| CI4233 DEAL RM 1                            38.695 METERS 06726     |
 JB0927| JB0923 VANDALIA 2                          APPROX. 2.2 KM 0712942.8 |
 JB0927| CI4234 DEAL RM 2                            35.636 METERS 08805     |
 JB0927|---------------------------------------------------------------------|
 JB0927
 JB0927                          SUPERSEDED SURVEY CONTROL
 JB0927
 JB0927  NAD 83(1986)-  38 58 08.59799(N)    089 08 35.63532(W) AD(       ) 3
 JB0927  NAD 27      -  38 58 08.43530(N)    089 08 35.39260(W) AD(       ) 3
 JB0927  NGVD 29 (??/??/92)  167.646  (m)          550.02   (f) ADJ UNCH    2 0
 JB0927
 JB0927.Superseded values are not recommended for survey control.
 JB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0927.See file dsdata.txt to determine how the superseded data were derived.
 JB0927
 JB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1432415527(NAD 83)
 JB0927_MARKER: DS = TRIANGULATION STATION DISK
 JB0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0927_STAMPING: DEAL 1959
 JB0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0927+STABILITY: SURFACE MOTION
 JB0927
 JB0927  HISTORY     - Date     Condition        Report By
 JB0927  HISTORY     - 1960     MONUMENTED       CGS
 JB0927  HISTORY     - 1960     GOOD             NGS
 JB0927  HISTORY     - 1961     GOOD             CGS
 JB0927  HISTORY     - 1961     GOOD             NGS
 JB0927
 JB0927                          STATION DESCRIPTION
 JB0927
 JB0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RWE)
 JB0927'THE STATION IS LOCATED ABOUT 2.5 MILES WEST-NORTHWEST OF VANDALIA,
 JB0927'ABOUT 2.5 MILES NORTHEAST
 JB0927'OF HAGARSTOWN, 0.2 MILE NORTH OF U S HIGHWAY 40 AND
 JB0927'IS 0.1 MILE SOUTH OF A LARGE WHITE
 JB0927'HOUSE OWNED BY MR LA VERNE DEAL.
 JB0927'
 JB0927'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 51 AND 40 AT
 JB0927'THE NORTH EDGE OF
 JB0927'VANDALIA, GO WESTERLY ON U S HIGHWAY 40 FOR 2.45 MILES TO
 JB0927'DRIVEWAY LEADING TO THE
 JB0927'HOME OF MR LA VERNE DEAL ON RIGHT, TURN RIGHT
 JB0927'AND GO NORTHERLY FOR 0.2 MILE TO THE
 JB0927'STATION ON THE RIGHT AS DESCRIBED.
 JB0927'
 JB0927'THE STATION MARK IS A STANDARD DISK SET IN TOP OF A 10 X 10 INCH
 JB0927'SQUARE CONCRETE POST
 JB0927'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0927'THE DISK IS STAMPED DEAL 1959.
 JB0927'THE MARK IS 36 FEET NORTHWEST OF A
 JB0927'LARGE ELM TREE, 18.6 FEET NORTH OF WITNESS POST
 JB0927'AND 16 FEET EAST OF
 JB0927'THE APPROXIMATE CENTER OF DRIVEWAY.
 JB0927'
 JB0927'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF A
 JB0927'10 X 10 INCH CONCRETE POST
 JB0927'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND
 JB0927'AND THE DISK IS STAMPED DEAL NO 1
 JB0927'1959.  THE MARK IS 1.5 FEET
 JB0927'SOUTH-SOUTHWEST OF TELEPHONE POLE AND 1 FOOT WEST OF FENCE.
 JB0927'
 JB0927'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK SET IN TOP OF 10 X
 JB0927'10 INCH CONCRETE POST
 JB0927'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0927'THE DISK IS STAMPED DEAL NO 2
 JB0927'1959.  THE MARK IS 46 FEET SOUTH OF
 JB0927'TELEPHONE POLE, 19 FEET NORTHEAST OF A LARGE ELM
 JB0927'TREE AND 1 FOOT WEST OF FENCE.
 JB0927'
 JB0927'THE DISTANCE FROM R M NO 1 TO R M NO 2 IS 44.5 FEET.
 JB0927'
 JB0927'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF 10 X 10 INCH CONCRETE
 JB0927'POST WHICH IS SET FLUSH
 JB0927'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JB0927'DEAL 1959.  THE MARK IS 450
 JB0927'FEET NORTH-NORTHEAST OF THE STATION, 17.5
 JB0927'FEET SOUTH OF FENCE CORNER, 9.5 FEET SOUTH OF
 JB0927'THE CENTER OF WOODEN
 JB0927'GATE, 5.4 FEET NORTH OF WITNESS POST AND 1 FOOT WEST OF FENCE.
 JB0927'
 JB0927'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 JB0927
 JB0927                          STATION RECOVERY (1960)
 JB0927
 JB0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JB0927'2.5 MI WSW FROM VANDALIA.
 JB0927'ABOUT 2.3 MILES WEST-SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0927'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0927'THENCE 0.2 MILE NORTH ALONG A FARM ROAD LEADING TO A FARM HOUSE,
 JB0927'16 FEET EAST OF THE CENTER LINE OF THE ROAD, 453 FEET SOUTH OF A
 JB0927'BOARD FENCE, 118 FEET WEST OF A FENCE, 21 1/2 FEET NORTH OF A
 JB0927'LARGE STUMP WITH A TRIANGULAR BLAZE, 30 FEET EAST AND ACROSS THE
 JB0927'ROAD FROM A 3-FOOT ELM TREE, 68 FEET NORTH OF A 2-FOOT ELM TREE,
 JB0927'18.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB0927'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 INCH.
 JB0927
 JB0927                          STATION RECOVERY (1961)
 JB0927
 JB0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB0927'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JB0927'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JB0927'
 JB0927'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JB0927
 JB0927                          STATION RECOVERY (1961)
 JB0927
 JB0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JB0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0929 ***********************************************************************
 JB0929  DESIGNATION -  DEAL RM 1
 JB0929  PID         -  JB0929
 JB0929  STATE/COUNTY-  IL/FAYETTE
 JB0929  USGS QUAD   -  HAGARSTOWN (1974)
 JB0929
 JB0929                         *CURRENT SURVEY CONTROL
 JB0929  ___________________________________________________________________
 JB0929* NAD 83(1986)-  38 58 08.     (N)    089 08 35.     (W)     SCALED    
 JB0929* NAVD 88     -       164.243  (meters)     538.85   (feet)  ADJUSTED  
 JB0929  ___________________________________________________________________
 JB0929  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JB0929  DYNAMIC HT  -         164.142 (meters)     538.52  (feet)  COMP
 JB0929  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JB0929
 JB0929  VERT ORDER  -  SECOND    CLASS 0
 JB0929
 JB0929.The horizontal coordinates were scaled from a topographic map and have
 JB0929.an estimated accuracy of +/- 6 seconds.
 JB0929
 JB0929.The orthometric height was determined by differential leveling
 JB0929.and adjusted by the National Geodetic Survey in June 1991..
 JB0929
 JB0929.The geoid height was determined by GEOID03.
 JB0929
 JB0929.The dynamic height is computed by dividing the NAVD 88
 JB0929.geopotential number by the normal gravity value computed on the
 JB0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0929.degrees latitude (g = 980.6199 gals.).
 JB0929
 JB0929.The modeled gravity was interpolated from observed gravity values.
 JB0929
 JB0929;                    North         East    Units  Estimated Accuracy
 JB0929;SPC IL E     -   255,840.      229,830.      MT  (+/- 180 meters Scaled)
 JB0929
 JB0929                          SUPERSEDED SURVEY CONTROL
 JB0929
 JB0929  NGVD 29 (??/??/92)  164.371  (m)          539.27   (f) ADJ UNCH    2 0
 JB0929
 JB0929.Superseded values are not recommended for survey control.
 JB0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0929.See file dsdata.txt to determine how the superseded data were derived.
 JB0929
 JB0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ143155(NAD 83)
 JB0929_MARKER: DR = REFERENCE MARK DISK
 JB0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0929_STAMPING: DEAL RM 1 1959
 JB0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0929+STABILITY: SURFACE MOTION
 JB0929
 JB0929  HISTORY     - Date     Condition        Report By
 JB0929  HISTORY     - 1959     MONUMENTED       CGS
 JB0929  HISTORY     - 1960     GOOD             NGS
 JB0929  HISTORY     - 1961     GOOD             NGS
 JB0929
 JB0929                          STATION DESCRIPTION
 JB0929
 JB0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0929'2.5 MI WSW FROM VANDALIA.
 JB0929'ABOUT 2.3 MILES WEST-SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0929'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0929'THENCE 0.2 MILE NORTH ALONG A FARM ROAD, 136 FEET EAST OF THE
 JB0929'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 415 FEET SOUTH OF
 JB0929'A BOARD FENCE, 2 FEET SOUTH OF POWER POLE NUMBER 10, 126.9
 JB0929'FEET EAST-NORTHEAST OF TRIANGULATION STATION DEAL, 134.3 FEET
 JB0929'EAST-NORTHEAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 JB0929'CONCRETE POST FLUSH WITH THE GROUND.
 JB0929
 JB0929                          STATION RECOVERY (1961)
 JB0929
 JB0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JB0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0928 ***********************************************************************
 JB0928  DESIGNATION -  DEAL RM 2
 JB0928  PID         -  JB0928
 JB0928  STATE/COUNTY-  IL/FAYETTE
 JB0928  USGS QUAD   -  HAGARSTOWN (1974)
 JB0928
 JB0928                         *CURRENT SURVEY CONTROL
 JB0928  ___________________________________________________________________
 JB0928* NAD 83(1986)-  38 58 08.     (N)    089 08 35.     (W)     SCALED    
 JB0928* NAVD 88     -       164.419  (meters)     539.43   (feet)  ADJUSTED  
 JB0928  ___________________________________________________________________
 JB0928  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JB0928  DYNAMIC HT  -         164.318 (meters)     539.10  (feet)  COMP
 JB0928  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JB0928
 JB0928  VERT ORDER  -  SECOND    CLASS 0
 JB0928
 JB0928.The horizontal coordinates were scaled from a topographic map and have
 JB0928.an estimated accuracy of +/- 6 seconds.
 JB0928
 JB0928.The orthometric height was determined by differential leveling
 JB0928.and adjusted by the National Geodetic Survey in June 1991..
 JB0928
 JB0928.The geoid height was determined by GEOID03.
 JB0928
 JB0928.The dynamic height is computed by dividing the NAVD 88
 JB0928.geopotential number by the normal gravity value computed on the
 JB0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0928.degrees latitude (g = 980.6199 gals.).
 JB0928
 JB0928.The modeled gravity was interpolated from observed gravity values.
 JB0928
 JB0928;                    North         East    Units  Estimated Accuracy
 JB0928;SPC IL E     -   255,840.      229,830.      MT  (+/- 180 meters Scaled)
 JB0928
 JB0928                          SUPERSEDED SURVEY CONTROL
 JB0928
 JB0928  NGVD 29 (??/??/92)  164.547  (m)          539.85   (f) ADJ UNCH    2 0
 JB0928
 JB0928.Superseded values are not recommended for survey control.
 JB0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0928.See file dsdata.txt to determine how the superseded data were derived.
 JB0928
 JB0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ143155(NAD 83)
 JB0928_MARKER: DR = REFERENCE MARK DISK
 JB0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0928_STAMPING: DEAL RM 2 1959
 JB0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0928+STABILITY: SURFACE MOTION
 JB0928
 JB0928  HISTORY     - Date     Condition        Report By
 JB0928  HISTORY     - 1959     MONUMENTED       CGS
 JB0928  HISTORY     - 1961     GOOD             NGS
 JB0928
 JB0928                          STATION DESCRIPTION
 JB0928
 JB0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JB0928'2.5 MI WSW FROM VANDALIA.
 JB0928'ABOUT 2.3 MILES WEST-SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0928'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0928'THENCE 0.2 MILE NORTH ALONG A FARM ROAD LEADING TO A FARM HOUSE,
 JB0928'133 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD 1 FOOT WEST OF A
 JB0928'FENCE, 46 1/2 FEET SOUTH OF TELEPHONE POLE NUMBER 10, 455 FEET
 JB0928'SOUTH OF A BOARD GATE, 117.1 FEET EAST OF TRIANGULATION STATION
 JB0928'DEAL, 117.9 FEET EAST OF A METAL WITNESS POST AND SET IN THE TOP
 JB0928'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0928
 JB0928                          STATION RECOVERY (1961)
 JB0928
 JB0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JB0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0345 ***********************************************************************
 LC0345  DESIGNATION -  DEAN
 LC0345  PID         -  LC0345
 LC0345  STATE/COUNTY-  IL/CHAMPAIGN
 LC0345  USGS QUAD   -  RISING (1975)
 LC0345
 LC0345                         *CURRENT SURVEY CONTROL
 LC0345  ___________________________________________________________________
 LC0345* NAD 83(1997)-  40 11 02.50932(N)    088 20 31.20624(W)     ADJUSTED  
 LC0345* NAVD 88     -       253.726  (meters)     832.43   (feet)  ADJUSTED  
 LC0345  ___________________________________________________________________
 LC0345  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LC0345  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0345  DYNAMIC HT  -         253.598 (meters)     832.01  (feet)  COMP
 LC0345  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 LC0345
 LC0345  HORZ ORDER  -  SECOND
 LC0345  VERT ORDER  -  SECOND    CLASS 0
 LC0345
 LC0345.The horizontal coordinates were established by classical geodetic methods
 LC0345.and adjusted by the National Geodetic Survey in October 1999..
 LC0345
 LC0345.The orthometric height was determined by differential leveling
 LC0345.and adjusted by the National Geodetic Survey in June 1991..
 LC0345
 LC0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0345
 LC0345.The geoid height was determined by GEOID03.
 LC0345
 LC0345.The dynamic height is computed by dividing the NAVD 88
 LC0345.geopotential number by the normal gravity value computed on the
 LC0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0345.degrees latitude (g = 980.6199 gals.).
 LC0345
 LC0345.The modeled gravity was interpolated from observed gravity values.
 LC0345
 LC0345;                    North         East     Units Scale Factor Converg.
 LC0345;SPC IL E     -   390,433.908   299,261.781   MT  0.99997501   -0 00 20.1
 LC0345;SPC IL E     - 1,280,948.58    981,828.03   sFT  0.99997501   -0 00 20.1
 LC0345;UTM  16      - 4,449,046.513   385,753.476   MT  0.99976067   -0 51 57.6
 LC0345
 LC0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0345!SPC IL E     -   0.99996523  x   0.99997501  =   0.99994024
 LC0345!UTM  16      -   0.99996523  x   0.99976067  =   0.99972590
 LC0345
 LC0345:                Primary Azimuth Mark                     Grid Az
 LC0345:SPC IL E     -  RISING TEX ILL GAS PLINE W MST           082 21 46.3
 LC0345:UTM  16      -  RISING TEX ILL GAS PLINE W MST           083 13 23.8
 LC0345
 LC0345|---------------------------------------------------------------------|
 LC0345| PID    Reference Object                     Distance      Geod. Az  |
 LC0345|                                                           dddmmss.s |
 LC0345| LC1757 RISING TEX ILL GAS PLINE W MST      APPROX. 2.1 KM 0822126.2 |
 LC0345| CI6886 DEAN AZ MK                                         0831948.3 |
 LC0345| LC0343 DEAN RM 2                            14.460 METERS 18301     |
 LC0345| LC1768 MAHOMET MUNICIPAL TANK              APPROX. 5.4 KM 2814734.9 |
 LC0345| LC0344 DEAN RM 1                            24.126 METERS 35617     |
 LC0345|---------------------------------------------------------------------|
 LC0345
 LC0345                          SUPERSEDED SURVEY CONTROL
 LC0345
 LC0345  NAD 83(1997)-  40 11 02.51077(N)    088 20 31.20566(W) AD(       ) 2
 LC0345  NAD 83(1986)-  40 11 02.51755(N)    088 20 31.20200(W) AD(       ) 2
 LC0345  NAD 27      -  40 11 02.40030(N)    088 20 31.00810(W) AD(       ) 2
 LC0345  NGVD 29 (??/??/92)  253.767  (m)          832.57   (f) ADJ UNCH    2 0
 LC0345
 LC0345.Superseded values are not recommended for survey control.
 LC0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0345.See file dsdata.txt to determine how the superseded data were derived.
 LC0345
 LC0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8575349047(NAD 83)
 LC0345_MARKER: DS = TRIANGULATION STATION DISK
 LC0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0345_STAMPING: DEAN 1959
 LC0345_MARK LOGO: CGS   
 LC0345_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0345+STABILITY: SURFACE MOTION
 LC0345
 LC0345  HISTORY     - Date     Condition        Report By
 LC0345  HISTORY     - 1959     MONUMENTED       CGS
 LC0345  HISTORY     - 1959     GOOD             CGS
 LC0345  HISTORY     - 1963     GOOD             LOCENG
 LC0345  HISTORY     - 1973     GOOD             NGS
 LC0345  HISTORY     - 1980     GOOD             NGS
 LC0345  HISTORY     - 1980     GOOD             NGS
 LC0345  HISTORY     - 19800615 GOOD             NGS
 LC0345
 LC0345                          STATION DESCRIPTION
 LC0345
 LC0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0345'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF CHAMPAIGN,
 LC0345'3-1/2 MILES EAST-SOUTHEAST OF MAHOMET AND IS ON THE PROPERTY
 LC0345'OF MR. D.I. DEAN.
 LC0345'
 LC0345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150 AND
 LC0345'BUSINESS ROUTE 150 (PROSPECT AVENUE) IN THE NORTHWEST EDGE
 LC0345'OF CHAMPAIGN.  GO WESTERLY ON U.S. HIGHWAY 150 FOR 4.7 MILES
 LC0345'TO A SIDE ROAD LEFT AND SIGN RISING, CONTINUE WESTERLY ON
 LC0345'U.S. HIGHWAY 150 FOR 0.35 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND
 LC0345'GO NORTH FOR 0.75 MILE, TURN LEFT AND GO WEST, NORTH AND WEST
 LC0345'FOR 0.2 MILE TO THE NORTHWEST SIDE OF FARM BUILDINGS AND THE
 LC0345'STATION AS DESCRIBED.
 LC0345'
 LC0345'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A
 LC0345'10 X 10 INCH CONCRETE POST SET FLUSH WITH THE SURFACE OF GROUND
 LC0345'AND THE DISK IS STAMPED DEAN 1959.  IT IS 85 FEET NORTH OF THE
 LC0345'NORTHEAST CORNER OF BARN, 46 FEET WEST-NORTHWEST OF THE NORTHWEST
 LC0345'CORNER OF CORN CRIB AND MACHINE SHED, 5 FEET EAST OF FENCE AND
 LC0345'4.6 FEET EAST OF WITNESS POST.
 LC0345'
 LC0345'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF A 10
 LC0345'X 10 INCH CONCRETE POST SET FLUSH WITH THE SURFACE OF GROUND
 LC0345'AND THE DISK IS STAMPED DEAN NO 1 1959.  IT IS 14 FEET SOUTH
 LC0345'OF FENCE CORNER AND 1.2 FEET EAST OF FENCE.
 LC0345'
 LC0345'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 LC0345'IN TOP OF A 10 X 10 INCH CONCRETE POST SET FLUSH WITH THE
 LC0345'SURFACE OF GROUND AND THE DISK IS STAMPED DEAN NO 2 1959.
 LC0345'IT IS 39 FEET NORTH OF THE NORTH EAST CORNER OF BARN, 51 FEET
 LC0345'NORTHWEST OF THE SOUTHWEST CORNER OF CORN CRIB AND 1-1/2 FEET
 LC0345'EAST OF FENCE.
 LC0345'
 LC0345'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF
 LC0345'A 10 X 10 INCH CONCRETE POST SET FLUSH WITH THE SURFACE AND
 LC0345'THE DISK IS STAMPED DEAN 1959.  IT IS 11 FEET WEST OF FENCE,
 LC0345'1-1/2 FEET SOUTH OF FENCE AND 2.2 FEET WEST-SOUTHWEST OF WITNESS
 LC0345'POST.
 LC0345'
 LC0345'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS
 LC0345'PASTURE FOR 0.2 MILE TO THE MARK AT FENCE CORNER AS DESCRIBED.
 LC0345'
 LC0345'HEIGHT OF LIGHT ABOVE STATION MARK 3.35 METERS.
 LC0345
 LC0345                          STATION RECOVERY (1959)
 LC0345
 LC0345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0345'5.1 MI E FROM MAHOMET.
 LC0345'ABOUT 0.15 MILE NORTH ALONG WALNUT STREET FROM THE NEW YORK
 LC0345'CENTRAL RAILROAD STATION AT MAHOMET, THENCE 3.9 MILES SOUTHEAST
 LC0345'ALONG U.S. HIGHWAY 150, THENCE 1.05 MILES NORTH AND WEST ALONG
 LC0345'A GRAVEL FARM ROAD TO FARM HOUSE AND BUILDINGS, 58 FEET NORTHWEST
 LC0345'OF THE NORTHWEST CORNER OF A CORN CRIB, 99 FEET NORTH OF THE
 LC0345'NORTHWEST CORNER OF A CONCRETE BLOCK FARM BUILDING, 58 FEET
 LC0345'NORTH OF THE NORTHEAST CORNER OF A METAL SIDED CATTLE BARN, 5
 LC0345'FEET EAST OF A FENCE, 93 FEET SOUTH OF A FENCE CORNER, 4.5 FEET
 LC0345'EAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LC0345'FLUSH WITH THE GROUND.
 LC0345
 LC0345                          STATION RECOVERY (1963)
 LC0345
 LC0345'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (DEW)
 LC0345'RECOVERED BY SPRINGFIELD DIV HWY
 LC0345'
 LC0345'STATION, R.M. 1 AND R.M. 2 HAVE BEEN RECOVERED IN GOOD CONDITION,
 LC0345'AS DESCRIBED.
 LC0345'
 LC0345'AZIMUTH MARK CAN NO LONGER BE SEEN FROM STATION DEAN WITHOUT
 LC0345'THE USE OF A TOWER.  MAHOMET TANK WAS USED FOR AZIMUTH.
 LC0345
 LC0345                          STATION RECOVERY (1973)
 LC0345
 LC0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0345'RECOVERED IN GOOD CONDITION.
 LC0345
 LC0345                          STATION RECOVERY (1980)
 LC0345
 LC0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LC0345'STATION MARK, RM 1 AND 2 FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LC0345'WAS NOT FOUND AND ASSUMED DESTROYED BY FARMING OPERATIONS.  THERE WAS
 LC0345'NO SUITABLE PLACE TO SET A NEW AZIMUTH MARK AS BUILDINGS NEARLY
 LC0345'SURROUND STATION.  THE DISTANCE CHECKED TO RMS.  ANGLE LARGER BY 2
 LC0345'MIN. 38 SEC.
 LC0345'
 LC0345'STATION IS LOCATED ABOUT 8.0 MILES NW OF CHAMPAIGN ON A HIGH HILL AND
 LC0345'BETWEEN SOME FARM BUILDINGS.
 LC0345'
 LC0345'TO REACH STATION FROM JUNCTION OF INTERSTATE HIGHWAY 57 AND
 LC0345'U.S. HIGHWAY 150 AT THE NW EDGE OF CHAMPAIGN, GO W ON HIGHWAY 150 FOR
 LC0345'2.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO N ON PAVED ROAD FOR
 LC0345'0.7 MILE TO A ROAD LEFT, AFTER CROSSING OVER INTERSTATE HIGHWAY
 LC0345'74.  TURN LEFT AND GO W AND N ON GRAVELED ROAD FOR 1.0 MILE TO A
 LC0345'DRIVEWAY ON LEFT.  TURN LEFT AND GO W UP HILL ON THE DRIVEWAY FOR 0.25
 LC0345'MILE TO FARM BUILDINGS AND STATION AS DESCRIBED.
 LC0345'
 LC0345'STATION MARKS ARE STANDARD DISKS, STAMPED---DEAN 1959---.  IT IS 106
 LC0345'FT NW OF NE CORNER OF CONCRETE BLOCK BUILDING, 85 FT N OF NE CORNER OF
 LC0345'METAL BARN, 57 FT N OF GATE POST, 39.4 FT SSW OF NW CORNER OF NEWER
 LC0345'BARN BUILDING, 17.6 FT NW OF SW CORNER OF NEWER BARN AND 5 FT E OF A
 LC0345'METAL WITNESS POST.  THE MARK IS FLUSH.
 LC0345'
 LC0345'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DEAN NO 1 1959---.  IT
 LC0345'IS 41 FT NNW OF OF NW CORNER OF BARN, 14 FT S OF FENCE LINE AND 1.5 FT
 LC0345'E OF FENCE.  THE MARK IS FLUSH.
 LC0345'
 LC0345'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---DEAN NO 2 1959---.  IT
 LC0345'IS 65 FT NW OF THE NE CORNER OF CONCRETE BLOCK BUILDING, 33.5 FT SSW
 LC0345'OF SW CORNER OF NEWER BARN, 9.5 FT N OF N GATE POST AND 2 FT E OF
 LC0345'FENCE LINE.  THE MARK IS FLUSH.
 LC0345
 LC0345                          STATION RECOVERY (1980)
 LC0345
 LC0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC0345'ABOUT 2.6 MILES WEST ALONG U.S HIGHWAY 150 FROM ITS JUNCTION WITH
 LC0345'INTERSTATE HIGHWAY 57 AT THE NORTHWEST EDGE OF CHAMPAIGN, THENCE 0.7
 LC0345'MILE NORTH ALONG PAVED ROAD TO SIDE ROAD LEFT AT INTERSTATE HIGHWAY
 LC0345'74, THENCE 1 MILE WEST AND NORTH ALONG GRAVELED ROAD, THENCE 0.25
 LC0345'MILE WEST UP HILL ON DRIVE WAY,106 FEET NORTHWEST OF NORTHEAST CORNER
 LC0345'OF BLOCK BUILDING,85 FEET NORTH OF NORTHEAST CORNER OF METAL
 LC0345'BUILDING, 57 FEET NORTH OF GATE POST 39 FEET SOUTH-SOUTHWEST OF
 LC0345'NORTHWEST CORNER OF METAL BUILDING,17.5 FEET NORTHWEST OF SOUTHWEST
 LC0345'CORNER OF METAL BUILDING AND 5 FEET EAST OF A METAL WITNESS POST
 LC0345
 LC0345                          STATION RECOVERY (1980)
 LC0345
 LC0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LC0345'STATION MARK, RM 1 AND 2 FOUND IN GOOD CONDITION.  THE AZ MK WAS NOT
 LC0345'FOUND AND ASSUMED DESTROYED BY FARMING OPERATIONS.  THERE WAS NO
 LC0345'SUITABLE PLACE TO SET A NEW AZ MK AS BUILDING NEARLY SURROUND STATION.
 LC0345'THE DISTANCE CHECKED TO RM.  ANGLE LARGER BY 2 MIN 38 SEC.  STATION IS
 LC0345'LOCATED ABOUT 8.0 MILES (12.9 KM) NW OF CHAMPAIGN ON A HIGH HILL AND
 LC0345'BETWEEN SOME FARM BUILDINGS.  TO REACH STATION FROM JUNCTION OF
 LC0345'INTERSTATE HWY 57 AND US HWY 150 AT THE NW EDGE OF CHAMPAIGN, GO W ON
 LC0345'HWY 150 FOR 2.6 MILES (4.2 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 LC0345'GO N ON PAVED ROAD FOR 0.7 MILE (1.1 KM) TO A ROAD LEFT, AFTER
 LC0345'CROSSING OVER INTERSTATE HWY 74.  TURN LEFT AND GO W AND N ON GRAVELED
 LC0345'ROAD FOR MILE TO A DRIVEWAY ON LEFT.  TURN LEFT AND GO UP HILL ON THE
 LC0345'DRIVEWAY FOR MILE TO FARM BUILDINGS AND STATION AS DESCRIBED.
 LC0345' 
 LC0345'STATION MARKS ARE STANDARD DISKS, STAMPED---DEAN 1957--, IT IS 106 FT
 LC0345'(32.3 M) NW OF NE CORNER OF CONCRETE BLOCK BUILDING, 85 FT (25.9 M) N
 LC0345'OF NE CORNER OF METAL BARN, 57 FT (17.4 M) N OF GATE POST, 39.4 FT
 LC0345'(12.0 M) SSW OF NW CORNER OF NEWER BARN BUILDING, 17.6 FT (5.4 M) NW
 LC0345'OF SW CORNER OF NEWER BARN AND 5 FT (1.5 M) E OF A METAL WITNESS POST.
 LC0345'THE MARK IS FLUSH.  RM 1 IS A STANDARD DISK, STAMPED---DEAN NO 1
 LC0345'1959---.  IT IS 41 FT (12.5 M) NNW OF NW CORNER OF BARN, 14 FT (4.3 M)
 LC0345'S OF FENCE LINE AND 1.5 FT (0.5 M) E OF FENCE.  THE MARK IS FLUSH.  RM
 LC0345'2 IS A STANDARD DISK, STAMPED---DEAN NO 2 1959---.  IT IS 65 FT (19.8
 LC0345'M) NW OF THE NE CORNER OF CONCRETE BLOCK BUILDING, 33.5 FT (10.2 M)
 LC0345'SSW OF SW CORNER OF NEWER BARN, 9.5 FT (2.9 M) N OF N GATE POST AND 2
 LC0345'FT (0.6 M) E OF FENCE LINE.  THE MARK IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1259 ***********************************************************************
 KB1259  DESIGNATION -  DEAN HILLS
 KB1259  PID         -  KB1259
 KB1259  STATE/COUNTY-  IL/FAYETTE
 KB1259  USGS QUAD   -  HERRICK (1982)
 KB1259
 KB1259                         *CURRENT SURVEY CONTROL
 KB1259  ___________________________________________________________________
 KB1259* NAD 83(1997)-  39 09 08.00478(N)    088 58 06.05880(W)     ADJUSTED  
 KB1259* NAVD 88     -       212.6    (meters)     698.     (feet)  VERTCON   
 KB1259  ___________________________________________________________________
 KB1259  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 KB1259  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KB1259
 KB1259  HORZ ORDER  -  FIRST
 KB1259
 KB1259.The horizontal coordinates were established by classical geodetic methods
 KB1259.and adjusted by the National Geodetic Survey in October 1999..
 KB1259
 KB1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1259
 KB1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1259
 KB1259.The geoid height was determined by GEOID03.
 KB1259
 KB1259;                    North         East     Units Scale Factor Converg.
 KB1259;SPC IL E     -   276,069.068   245,110.024   MT  1.00001208   -0 24 03.4
 KB1259;SPC IL E     -   905,736.60    804,165.14   sFT  1.00001208   -0 24 03.4
 KB1259;SPC IL W     -   276,551.619   803,578.554   MT  1.00007323   +0 45 24.0
 KB1259;SPC IL W     -   907,319.77  2,636,407.31   sFT  1.00007323   +0 45 24.0
 KB1259;UTM  16      - 4,335,514.232   329,916.107   MT  0.99995621   -1 14 35.1
 KB1259
 KB1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1259!SPC IL E     -   0.99997167  x   1.00001208  =   0.99998375
 KB1259!SPC IL W     -   0.99997167  x   1.00007323  =   1.00004490
 KB1259!UTM  16      -   0.99997167  x   0.99995621  =   0.99992788
 KB1259
 KB1259|---------------------------------------------------------------------|
 KB1259| PID    Reference Object                     Distance      Geod. Az  |
 KB1259|                                                           dddmmss.s |
 KB1259| CI6887 DEAN HILLS RM 1                      23.471 METERS 02130     |
 KB1259| CI6888 DEAN HILLS RM 2                      21.388 METERS 25103     |
 KB1259| KB1260 DEAN HILLS AZ MK 1976               APPROX. 2.1 KM 2645949.1 |
 KB1259|---------------------------------------------------------------------|
 KB1259
 KB1259                          SUPERSEDED SURVEY CONTROL
 KB1259
 KB1259  NAD 83(1986)-  39 09 08.02013(N)    088 58 06.04684(W) AD(       ) 1
 KB1259  NAD 27      -  39 09 07.87917(N)    088 58 05.79578(W) AD(       ) 1
 KB1259  NGVD 29 (07/19/86)  212.7    (m)          698.     (f) VERT ANG       
 KB1259
 KB1259.Superseded values are not recommended for survey control.
 KB1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1259.See file dsdata.txt to determine how the superseded data were derived.
 KB1259
 KB1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2991635514(NAD 83)
 KB1259_MARKER: DS = TRIANGULATION STATION DISK
 KB1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1259_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1259
 KB1259  HISTORY     - Date     Condition        Report By
 KB1259  HISTORY     - 1976     MONUMENTED       NGS
 KB1259
 KB1259                          STATION DESCRIPTION
 KB1259
 KB1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1259'THE STATION IS LOCATED ABOUT 7-3/4 MILES EAST OF RAMSEY,
 KB1259'4-3/4 MILES SOUTH-SOUTHEAST OF HERRICK, ON THE HIGHEST PART OF
 KB1259'DEAN HILLS AND ON LAND OWNED BY MR. DON FERRAL, RAMSEY,
 KB1259'ILLINOIS, TELEPHONE NUMBER 618-423-2357.
 KB1259'
 KB1259'TO REACH THE STATION FROM THE POST OFFICE IN RAMSEY, GO NORTH
 KB1259'ON U.S. HIGHWAY 51 FOR 0.15 MILE TO EAST MAIN STREET.  TURN
 KB1259'RIGHT AND GO EAST ON A PAVED ROAD FOR 6.35 MILES TO A CROSSROAD
 KB1259'AND SIGN DEAN HILLS.  TURN LEFT AND GO NORTH ON A PAVED ROAD
 KB1259'FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH
 KB1259'AND EAST ON THE PAVED ROAD FOR 0.8 MILE TO WHERE THE PAVED ROAD
 KB1259'BEARS NORTH, CONTINUE EAST AND SOUTH ON A GRAVELED ROAD FOR 1.1
 KB1259'MILES TO A SIDE ROAD LEFT, LEADING TO DEAN HILLS CAMP GROUND,
 KB1259'TURN LEFT AND GO EAST FOR 0.3 MILE TO THE OFFICE OF CAMP
 KB1259'GROUNDS AND THE STATION ON THE EAST SIDE OF OFFICE.
 KB1259'
 KB1259'STATION MARKS ARE STANDARD DISKS STAMPED DEAN HILLS 1976.  THE
 KB1259'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1259'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET
 KB1259'SOUTHWEST OF THE NORTHWEST CORNER OF A BUILDING AND 21 FEET
 KB1259'SOUTHEAST OF THE SOUTHEAST LEG OF AN OIL DERRICK.  THE
 KB1259'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 KB1259'CONCRETE 42 INCHES BELOW THE GROUND.
 KB1259'
 KB1259'REFERENCE MARK 1, IS A STANDARD DISK STAMPED DEAN HILLS NO 1
 KB1259'1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1259'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 10 FEET
 KB1259'SOUTHWEST OF THE EDGE OF A POND AND 2 FEET EAST OF A TELEPHONE
 KB1259'POLE.
 KB1259'
 KB1259'REFERENCE MARK 2, IS A STANDARD DISK STAMPED DEAN HILLS NO 2
 KB1259'1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1259'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET
 KB1259'EAST OF THE CENTER OF A DRIVEWAY.
 KB1259'
 KB1259'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED DEAN HILLS
 KB1259'AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1259'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 KB1259'IS 37 FEET EAST OF THE CENTER OF THE PAVED ROAD, 2 FEET WEST
 KB1259'OF A METAL WITNESS POST AND FENCELINE.
 KB1259'
 KB1259'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1260 ***********************************************************************
 KB1260  DESIGNATION -  DEAN HILLS AZ MK 1976
 KB1260  PID         -  KB1260
 KB1260  STATE/COUNTY-  IL/FAYETTE
 KB1260  USGS QUAD   -  HERRICK (1982)
 KB1260
 KB1260                         *CURRENT SURVEY CONTROL
 KB1260  ___________________________________________________________________
 KB1260* NAD 83(1997)-  39 09 02.18953(N)    088 59 31.24593(W)     ADJUSTED  
 KB1260* NAVD 88     -       183.9    (meters)     603.     (feet)  VERTCON   
 KB1260  ___________________________________________________________________
 KB1260  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KB1260  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB1260
 KB1260  HORZ ORDER  -  SECOND
 KB1260
 KB1260.The horizontal coordinates were established by classical geodetic methods
 KB1260.and adjusted by the National Geodetic Survey in October 1999..
 KB1260
 KB1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1260
 KB1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1260
 KB1260.The geoid height was determined by GEOID03.
 KB1260
 KB1260;                    North         East     Units Scale Factor Converg.
 KB1260;SPC IL E     -   275,904.318   243,063.298   MT  1.00001490   -0 24 57.2
 KB1260;SPC IL E     -   905,196.08    797,450.17   sFT  1.00001490   -0 24 57.2
 KB1260;SPC IL W     -   276,345.541   801,535.457   MT  1.00006807   +0 44 30.1
 KB1260;SPC IL W     -   906,643.66  2,629,704.25   sFT  1.00006807   +0 44 30.1
 KB1260;UTM  16      - 4,335,379.588   327,867.288   MT  0.99996484   -1 15 28.8
 KB1260
 KB1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1260!SPC IL E     -   0.99997617  x   1.00001490  =   0.99999107
 KB1260!SPC IL W     -   0.99997617  x   1.00006807  =   1.00004424
 KB1260!UTM  16      -   0.99997617  x   0.99996484  =   0.99994101
 KB1260
 KB1260:                Primary Azimuth Mark                     Grid Az
 KB1260:SPC IL E     -  DEAN HILLS                               085 23 52.5
 KB1260:SPC IL W     -  DEAN HILLS                               084 14 25.2
 KB1260:UTM  16      -  DEAN HILLS                               086 14 24.1
 KB1260
 KB1260|---------------------------------------------------------------------|
 KB1260| PID    Reference Object                     Distance      Geod. Az  |
 KB1260|                                                           dddmmss.s |
 KB1260| KB1259 DEAN HILLS                          APPROX. 2.1 KM 0845855.3 |
 KB1260| KB1261 DEAN HILLS AZ A PT 1976               7.527 METERS 29926     |
 KB1260|---------------------------------------------------------------------|
 KB1260
 KB1260                          SUPERSEDED SURVEY CONTROL
 KB1260
 KB1260  NAD 83(1986)-  39 09 02.20499(N)    088 59 31.23397(W) AD(       ) 2
 KB1260  NAD 27      -  39 09 02.06572(N)    088 59 30.98051(W) AD(       ) 2
 KB1260  NGVD 29 (07/19/86)  184.0    (m)          604.     (f) VERT ANG       
 KB1260
 KB1260.Superseded values are not recommended for survey control.
 KB1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1260.See file dsdata.txt to determine how the superseded data were derived.
 KB1260
 KB1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2786735380(NAD 83)
 KB1260_MARKER: DR = REFERENCE MARK DISK
 KB1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1260+STABILITY: SURFACE MOTION
 KB1260
 KB1260  HISTORY     - Date     Condition        Report By
 KB1260  HISTORY     - 1976     MONUMENTED       NGS
 KB1260
 KB1260                          STATION DESCRIPTION
 KB1260
 KB1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1260'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF RAMSEY,
 KB1260'3-1/2 MILES SOUTH-SOUTHEAST OF HERRICK AND ON ROAD RIGHT-OF-WAY.
 KB1260'
 KB1260'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED DEAN HILLS
 KB1260'AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1260'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 KB1260'IS 37 FEET EAST OF THE CENTER OF A PAVED ROAD AND 2 FEET WEST
 KB1260'OF A METAL WITNESS POST AND FENCELINE.
 KB1260'
 KB1260'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1260'STATION DEAN HILLS 1976.
 KB1260'
 KB1260'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DEAN
 KB1260'HILLS, DISTANCE BEING 2053.312 METERS, WEST OF TRIANGULATION
 KB1260'STATION DEAN HILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0344 ***********************************************************************
 LC0344  DESIGNATION -  DEAN RM 1
 LC0344  PID         -  LC0344
 LC0344  STATE/COUNTY-  IL/CHAMPAIGN
 LC0344  USGS QUAD   -  RISING (1975)
 LC0344
 LC0344                         *CURRENT SURVEY CONTROL
 LC0344  ___________________________________________________________________
 LC0344* NAD 83(1986)-  40 11 02.     (N)    088 20 31.     (W)     SCALED    
 LC0344* NAVD 88     -       253.496  (meters)     831.68   (feet)  ADJUSTED  
 LC0344  ___________________________________________________________________
 LC0344  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0344  DYNAMIC HT  -         253.369 (meters)     831.26  (feet)  COMP
 LC0344  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 LC0344
 LC0344  VERT ORDER  -  SECOND    CLASS 0
 LC0344
 LC0344.The horizontal coordinates were scaled from a topographic map and have
 LC0344.an estimated accuracy of +/- 6 seconds.
 LC0344
 LC0344.The orthometric height was determined by differential leveling
 LC0344.and adjusted by the National Geodetic Survey in June 1991..
 LC0344
 LC0344.The geoid height was determined by GEOID03.
 LC0344
 LC0344.The dynamic height is computed by dividing the NAVD 88
 LC0344.geopotential number by the normal gravity value computed on the
 LC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0344.degrees latitude (g = 980.6199 gals.).
 LC0344
 LC0344.The modeled gravity was interpolated from observed gravity values.
 LC0344
 LC0344;                    North         East    Units  Estimated Accuracy
 LC0344;SPC IL E     -   390,420.      299,270.      MT  (+/- 180 meters Scaled)
 LC0344
 LC0344                          SUPERSEDED SURVEY CONTROL
 LC0344
 LC0344  NGVD 29 (??/??/92)  253.537  (m)          831.81   (f) ADJ UNCH    2 0
 LC0344
 LC0344.Superseded values are not recommended for survey control.
 LC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0344.See file dsdata.txt to determine how the superseded data were derived.
 LC0344
 LC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK857490(NAD 83)
 LC0344_MARKER: DR = REFERENCE MARK DISK
 LC0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0344_STAMPING: DEAN NO 1 1959
 LC0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0344+STABILITY: SURFACE MOTION
 LC0344
 LC0344  HISTORY     - Date     Condition        Report By
 LC0344  HISTORY     - 1959     MONUMENTED       CGS
 LC0344  HISTORY     - 1973     GOOD             NGS
 LC0344  HISTORY     - 1980     GOOD             NGS
 LC0344
 LC0344                          STATION DESCRIPTION
 LC0344
 LC0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0344'5.1 MI E FROM MAHOMET.
 LC0344'ABOUT 0.15 MILE NORTH ALONG WALNUT STREET FROM THE NEW YORK
 LC0344'CENTRAL RAILROAD STATION AT MAHOMET, THENCE 3.9 MILES WEST ALONG
 LC0344'U.S. HIGHWAY 150, THENCE 1.05 MILES NORTH AND WEST ALONG A GRAVEL
 LC0344'FARM ROAD TO THE FARM HOUSE AND FARM BUILDINGS, 129 FEET
 LC0344'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE FARM HOUSE AND
 LC0344'FARM BUILDINGS, 129 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LC0344'CORNER OF THE CORN CRIB, 178 FEET NORTH OF THE NORTHWEST CORNER
 LC0344'OF A CONCRETE BLOCK FARM BUILDING, 137 FEET NORTH OF THE
 LC0344'NORTHEAST CORNER OF A METAL SIDED CATTLE BARN, 1 1/2 FEET EAST
 LC0344'OF A FENCE, 14 FEET SOUTH OF A FENCE CORNER, 79.2 FEET NORTH
 LC0344'OF TRIANGULATION STATION DEAN, 79.2 FEET NORTH OF A METAL WITNESS
 LC0344'POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LC0344
 LC0344                          STATION RECOVERY (1973)
 LC0344
 LC0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0344'RECOVERED IN GOOD CONDITION.
 LC0344
 LC0344                          STATION RECOVERY (1980)
 LC0344
 LC0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0343 ***********************************************************************
 LC0343  DESIGNATION -  DEAN RM 2
 LC0343  PID         -  LC0343
 LC0343  STATE/COUNTY-  IL/CHAMPAIGN
 LC0343  USGS QUAD   -  RISING (1975)
 LC0343
 LC0343                         *CURRENT SURVEY CONTROL
 LC0343  ___________________________________________________________________
 LC0343* NAD 83(1986)-  40 11 02.     (N)    088 20 31.     (W)     SCALED    
 LC0343* NAVD 88     -       253.502  (meters)     831.70   (feet)  ADJUSTED  
 LC0343  ___________________________________________________________________
 LC0343  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0343  DYNAMIC HT  -         253.374 (meters)     831.28  (feet)  COMP
 LC0343  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 LC0343
 LC0343  VERT ORDER  -  SECOND    CLASS 0
 LC0343
 LC0343.The horizontal coordinates were scaled from a topographic map and have
 LC0343.an estimated accuracy of +/- 6 seconds.
 LC0343
 LC0343.The orthometric height was determined by differential leveling
 LC0343.and adjusted by the National Geodetic Survey in June 1991..
 LC0343
 LC0343.The geoid height was determined by GEOID03.
 LC0343
 LC0343.The dynamic height is computed by dividing the NAVD 88
 LC0343.geopotential number by the normal gravity value computed on the
 LC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0343.degrees latitude (g = 980.6199 gals.).
 LC0343
 LC0343.The modeled gravity was interpolated from observed gravity values.
 LC0343
 LC0343;                    North         East    Units  Estimated Accuracy
 LC0343;SPC IL E     -   390,420.      299,270.      MT  (+/- 180 meters Scaled)
 LC0343
 LC0343                          SUPERSEDED SURVEY CONTROL
 LC0343
 LC0343  NGVD 29 (??/??/92)  253.542  (m)          831.83   (f) ADJ UNCH    2 0
 LC0343
 LC0343.Superseded values are not recommended for survey control.
 LC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0343.See file dsdata.txt to determine how the superseded data were derived.
 LC0343
 LC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK857490(NAD 83)
 LC0343_MARKER: DR = REFERENCE MARK DISK
 LC0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0343_STAMPING: DEAN NO 2 1959
 LC0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0343+STABILITY: SURFACE MOTION
 LC0343
 LC0343  HISTORY     - Date     Condition        Report By
 LC0343  HISTORY     - 1959     MONUMENTED       CGS
 LC0343  HISTORY     - 1973     GOOD             NGS
 LC0343
 LC0343                          STATION DESCRIPTION
 LC0343
 LC0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0343'5.1 MI E FROM MAHOMET.
 LC0343'ABOUT 0.15 MILES NORTH ALONG WALNUT STREET FROM THE NEW YORK
 LC0343'CENTRAL RAILROAD STATION AT MAHOMET, THENCE 3.9 MILES EAST
 LC0343'ALONG U.S. HIGHWAY 150, THENCE 1.05 MILES NORTH AND WEST ALONG
 LC0343'A GRAVEL FARM ROAD TO A FARM HOUSE AND FARM BUILDINGS, 44 FEET
 LC0343'WEST OF THE NORTHWEST CORNER OF A CORN CRIB, 52 1/2 FEET
 LC0343'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 LC0343'FARM BUILDING, 39 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 LC0343'OF A METAL SIDED CATTLE BARN, 2 FEET EAST OF A FENCE, 47.5 FEET
 LC0343'SOUTH OF TRIANGULATION STATION DEAN, 47.5 FEET SOUTH OF A
 LC0343'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH
 LC0343'WITH THE GROUND.
 LC0343
 LC0343                          STATION RECOVERY (1973)
 LC0343
 LC0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8309 ***********************************************************************
 AJ8309  SACS        -  This is a Secondary Airport Control Station.
 AJ8309  DESIGNATION -  DEC A
 AJ8309  PID         -  AJ8309
 AJ8309  STATE/COUNTY-  IL/MACON
 AJ8309  USGS QUAD   -  LONG CREEK (1975)
 AJ8309
 AJ8309                         *CURRENT SURVEY CONTROL
 AJ8309  ___________________________________________________________________
 AJ8309* NAD 83(1997)-  39 50 05.54876(N)    088 50 43.76923(W)     ADJUSTED  
 AJ8309* NAVD 88     -       208.28   (meters)     683.3    (feet)  GPS OBS   
 AJ8309  ___________________________________________________________________
 AJ8309  X           -      98,821.034 (meters)                     COMP
 AJ8309  Y           -  -4,903,611.923 (meters)                     COMP
 AJ8309  Z           -   4,064,036.389 (meters)                     COMP
 AJ8309  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AJ8309  ELLIP HEIGHT-         175.97  (meters)          (09/22/04) GPS OBS
 AJ8309  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 AJ8309
 AJ8309  HORZ ORDER  -  FIRST
 AJ8309  ELLP ORDER  -  FOURTH    CLASS I
 AJ8309
 AJ8309.This mark is at Decatur Airport (DEC)
 AJ8309
 AJ8309.The horizontal coordinates were established by GPS observations
 AJ8309.and adjusted by the National Geodetic Survey in November 2002..
 AJ8309
 AJ8309.The orthometric height was determined by GPS observations and a
 AJ8309.high-resolution geoid model.
 AJ8309
 AJ8309.GPS derived orthometric heights for airport stations designated as
 AJ8309.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8309.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8309.not indicate centimeter accuracy relative to other marks which are
 AJ8309.part of the NAVD 88 network.
 AJ8309
 AJ8309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8309
 AJ8309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8309
 AJ8309.The ellipsoidal height was determined by GPS observations
 AJ8309.and is referenced to NAD 83.
 AJ8309
 AJ8309.The geoid height was determined by GEOID03.
 AJ8309
 AJ8309;                    North         East     Units Scale Factor Converg.
 AJ8309;SPC IL E     -   351,791.915   256,160.669   MT  0.99999865   -0 19 41.1
 AJ8309;SPC IL E     - 1,154,170.64    840,420.46   sFT  0.99999865   -0 19 41.1
 AJ8309;UTM  16      - 4,411,059.609   342,085.654   MT  0.99990701   -1 10 56.7
 AJ8309
 AJ8309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8309!SPC IL E     -   0.99997239  x   0.99999865  =   0.99997104
 AJ8309!UTM  16      -   0.99997239  x   0.99990701  =   0.99987941
 AJ8309
 AJ8309                          SUPERSEDED SURVEY CONTROL
 AJ8309
 AJ8309  NAD 83(1997)-  39 50 05.54871(N)    088 50 43.76961(W) AD(       ) 1
 AJ8309
 AJ8309.Superseded values are not recommended for survey control.
 AJ8309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8309.See file dsdata.txt to determine how the superseded data were derived.
 AJ8309
 AJ8309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK4208611060(NAD 83)
 AJ8309_MARKER: DD = SURVEY DISK
 AJ8309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8309_STAMPING: DEC A 2001
 AJ8309_MARK LOGO: NGS   
 AJ8309_PROJECTION: FLUSH
 AJ8309_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8309+STABILITY: SURFACE MOTION
 AJ8309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8309+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001
 AJ8309
 AJ8309  HISTORY     - Date     Condition        Report By
 AJ8309  HISTORY     - 20010423 MONUMENTED       WOOLPT
 AJ8309
 AJ8309                          STATION DESCRIPTION
 AJ8309
 AJ8309'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8309'THE STATION IS LOCATED APPROXIMATELY 3.5 MI NORTHEAST OF MOUNT
 AJ8309'ZION, 5 MI SOUTHEAST OF DECATUR, AND IS AT THE DECATUR AIRPORT.
 AJ8309'OWNERSHIP-- DECATUR AIRPORT, AIRPORT MANAGER GENE
 AJ8309'MARCINKOWSKI, PHONE NUMBER (217) 428-2423. THIS STATION IS LOCATED
 AJ8309'INSIDE THE AIRFIELD RESTRICTED AREA AND IS NOT INTENDED FOR USE BY
 AJ8309'NON-AIRPORT PERSONNEL.
 AJ8309' 
 AJ8309'TO REACH THE STATION FROM THE JUNCTION OF US BUSINESS ROUTE 51
 AJ8309'NORTH AND US ROUTE 36, PROCEED EAST AND SOUTHEASTERLY 4.5 MI
 AJ8309'ALONG US ROUTE 36, CROSSING OVER LAKE DECATUR AFTER 2.5 MI, TO THE
 AJ8309'JUNCTION OF AIRPORT ROAD ON THE LEFT AND MT ZION ROAD ON THE
 AJ8309'RIGHT. CONTINUE EAST 1.85 MI ALONG US ROUTE 36 TO THE JUNCTION OF
 AJ8309'70TH STREET ON THE LEFT. TURN LEFT AND PROCEED NORTH 1.6 MI TO THE
 AJ8309'JUNCTION OF RIDGE ROAD. TURN LET AND PROCEED WEST 0.25 MI ALONG
 AJ8309'RIDGE ROAD TO THE STATION ON THE LEFT, JUST BEFORE AN AIRPORT
 AJ8309'ACCESS GATE. THIS STATION IS IN THE AIRFIELD RESTRICTED AREA.
 AJ8309' 
 AJ8309'THE STATION IS LOCATED 5.91 M ON AN AZIMUTH OF 0 DEGREES FROM THE
 AJ8309'NORTH EDGE OF A FIELD, 5.00 M ON AN AZIMUTH OF 180 DEGREES FROM THE
 AJ8309'CENTERLINE OF RIDGE ROAD, 1.42 M ON AN AZIMUTH OF 120 DEGREES FROM
 AJ8309'THE PERIMETER FENCE CORNER, AND 0.67 M ON AN AZIMUTH OF 180
 AJ8309'DEGREES FROM A CARSONITE WITNESS POST. THE STATION IS A
 AJ8309'STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--DEC A 2001-- AND
 AJ8309'SET IN THE TOP OF A 0.3 M DIAMETER CONCRETE MONUMENT, WITH AN
 AJ8309'IMBEDDED IRON ROD, THAT IS SET FLUSH WITH THE GROUND. THIS STATION
 AJ8309'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8309' 
 AJ8309' 
 AJ8309' 
 AJ8309'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1334 ***********************************************************************
 KB1334  SACS        -  This is a Secondary Airport Control Station.
 KB1334  DESIGNATION -  DEC ARP
 KB1334  PID         -  KB1334
 KB1334  STATE/COUNTY-  IL/MACON
 KB1334  USGS QUAD   -  LONG CREEK (1975)
 KB1334
 KB1334                         *CURRENT SURVEY CONTROL
 KB1334  ___________________________________________________________________
 KB1334* NAD 83(1997)-  39 50 02.23793(N)    088 52 08.93327(W)     ADJUSTED  
 KB1334* NAVD 88     -       205.58   (meters)     674.5    (feet)  GPS OBS   
 KB1334  ___________________________________________________________________
 KB1334  X           -      96,797.639 (meters)                     COMP
 KB1334  Y           -  -4,903,715.641 (meters)                     COMP
 KB1334  Z           -   4,063,956.252 (meters)                     COMP
 KB1334  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KB1334  ELLIP HEIGHT-         173.28  (meters)          (09/22/04) GPS OBS
 KB1334  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KB1334
 KB1334  HORZ ORDER  -  FIRST
 KB1334  ELLP ORDER  -  FOURTH    CLASS I
 KB1334
 KB1334.This mark is at Decatur Airport (DEC)
 KB1334
 KB1334.The horizontal coordinates were established by GPS observations
 KB1334.and adjusted by the National Geodetic Survey in November 2002..
 KB1334
 KB1334.The orthometric height was determined by GPS observations and a
 KB1334.high-resolution geoid model.
 KB1334
 KB1334.GPS derived orthometric heights for airport stations designated as
 KB1334.PACS or SACS are published to 2 decimal places.  This maintains
 KB1334.centimeter relative accuracy between the PACS and SACS.  It does
 KB1334.not indicate centimeter accuracy relative to other marks which are
 KB1334.part of the NAVD 88 network.
 KB1334
 KB1334.Photographs are available for this station.
 KB1334
 KB1334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1334
 KB1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1334
 KB1334.The ellipsoidal height was determined by GPS observations
 KB1334.and is referenced to NAD 83.
 KB1334
 KB1334.The geoid height was determined by GEOID03.
 KB1334
 KB1334;                    North         East     Units Scale Factor Converg.
 KB1334;SPC IL E     -   351,701.667   254,135.100   MT  1.00000089   -0 20 35.6
 KB1334;SPC IL E     - 1,153,874.55    833,774.91   sFT  1.00000089   -0 20 35.6
 KB1334;SPC IL W     -   352,358.028   811,063.211   MT  1.00009298   +0 49 52.4
 KB1334;SPC IL W     - 1,156,027.96  2,660,963.22   sFT  1.00009298   +0 49 52.4
 KB1334;UTM  16      - 4,410,999.579   340,059.145   MT  0.99991494   -1 11 51.2
 KB1334
 KB1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1334!SPC IL E     -   0.99997282  x   1.00000089  =   0.99997371
 KB1334!SPC IL W     -   0.99997282  x   1.00009298  =   1.00006579
 KB1334!UTM  16      -   0.99997282  x   0.99991494  =   0.99988776
 KB1334
 KB1334|---------------------------------------------------------------------|
 KB1334| PID    Reference Object                     Distance      Geod. Az  |
 KB1334|                                                           dddmmss.s |
 KB1334| CI6641 ARP RM 1                             13.688 METERS 03708     |
 KB1334| KB1344 AIRPORT BCN DECATUR APT             APPROX. 0.7 KM 2572754.0 |
 KB1334| CI6642 ARP RM 2                             12.803 METERS 32346     |
 KB1334|---------------------------------------------------------------------|
 KB1334
 KB1334                          SUPERSEDED SURVEY CONTROL
 KB1334
 KB1334  NAD 83(1997)-  39 50 02.23789(N)    088 52 08.93365(W) AD(       ) 1
 KB1334  NAD 83(1997)-  39 50 02.23415(N)    088 52 08.93177(W) AD(       ) 1
 KB1334  NAD 83(1986)-  39 50 02.24399(N)    088 52 08.92390(W) AD(       ) 1
 KB1334  NAD 27      -  39 50 02.11295(N)    088 52 08.66118(W) AD(       ) 1
 KB1334  NGVD 29 (07/19/86)  206.0    (m)          676.     (f) VERT ANG       
 KB1334
 KB1334.Superseded values are not recommended for survey control.
 KB1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1334.See file dsdata.txt to determine how the superseded data were derived.
 KB1334
 KB1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK4005911000(NAD 83)
 KB1334_MARKER: DT = TOPOGRAPHIC STATION DISK
 KB1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1334_STAMPING: ARP 1965
 KB1334_MARK LOGO: CGS   
 KB1334_PROJECTION: FLUSH
 KB1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1334+STABILITY: SURFACE MOTION
 KB1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1334+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001
 KB1334
 KB1334  HISTORY     - Date     Condition        Report By
 KB1334  HISTORY     - 1965     MONUMENTED       CGS
 KB1334  HISTORY     - 1977     GOOD             NGS
 KB1334  HISTORY     - 19890915 GOOD             NGS
 KB1334  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1334  HISTORY     - 20010423 GOOD             WOOLPT
 KB1334
 KB1334                          STATION DESCRIPTION
 KB1334
 KB1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LHW)
 KB1334'THE STATION MARK AND AP STA A 1965 WERE RECOVERED AND FOUND IN
 KB1334'GOOD CONDITION.  NEW REFERENCE MARKS 1 AND 2 WERE ESTABLISHED
 KB1334'AT THIS DATE.  A NEW DESCIRPTION FOLLOWS.
 KB1334'
 KB1334'THE STATION IS LOCATED ON THE DECATUR MUNICIPAL AIRPORT.
 KB1334'
 KB1334'TO REACH THE STATION FROM THE CONTROL TOWER, GO EAST ON A
 KB1334'TAXIWAY FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 KB1334'
 KB1334'STATION MARK, A STANDARD TOPO DISK STAMPED ARP 1965, IS SET IN
 KB1334'THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KB1334'FLUSH WITH THE GROUND SURFACE.  IT IS 126.2 FEET SOUTHEAST OF
 KB1334'TAXIWAY LIGHT NUMBER 249, 121 FEET SOUTHWEST OF TAXIWAY LIGHT
 KB1334'NUMBER 248 AND 102.2 FEET SOUTH OF THE EAST-WEST TAXIWAY STRIP.
 KB1334'
 KB1334'REFERENCE MARK 1, A STANDARD DISK STAMPED ARP 1965 NO 1 1976,
 KB1334'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1334'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET SOUTH OF
 KB1334'THE EAST-WEST TAXIWAY STRIP.
 KB1334'
 KB1334'REFERENCE MARK 2, A STANDARD DISK STAMPED ARP 1965 NO 2 1976,
 KB1334'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KB1334'IS FLUSH WITH THE GROUND SURFACE.  IT IS 69 FEET SOUTH OF THE
 KB1334'EAST-WEST TAXIWAY STRIP.
 KB1334'
 KB1334'AP STA A, A STANDARD TOPO DISK STAMPED AP STA A 1965, IS SET
 KB1334'IN THE TOP OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1
 KB1334'INCH BELOW THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE
 KB1334'NORTHEAST CORNER OF RUNWAY 18 AND 10 FEET SOUTHWEST OF A STROBE
 KB1334'LIGHT.
 KB1334'
 KB1334'TO REACH AP STA A 1965 FROM THE CONTROL TOWER, GO NORTH ON A
 KB1334'TAXIWAY FOR 0.9 MILE TO THE END OF RUNWAY 18 AND THE MARK ON
 KB1334'THE EAST SIDE OF RUNWAY 18.
 KB1334'
 KB1334'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 KB1334'
 KB1334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KB1334'2-1/2 MILES SOUTHEAST OF DECATUR.
 KB1334
 KB1334                          STATION RECOVERY (1977)
 KB1334
 KB1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KB1334'RECOVERED AS DESCRIBED.
 KB1334'RMS 1 AND 2 ALSO RECOVERED AS DESCRIBED.
 KB1334'
 KB1334'VERTICAL ELEVATIONS (3RD ORDER) ESTABLISHED ON ALL MARKS BY AERO
 KB1334'PARTIES.
 KB1334'
 KB1334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE DECATUR
 KB1334'MUNICIPAL AIRPORT.
 KB1334
 KB1334                          STATION RECOVERY (1989)
 KB1334
 KB1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RJH)
 KB1334'THE STATION IS LOCATED AT THE DECATUR AIRPORT IN THE GRASS AREA SOUTH
 KB1334'OF THE MIDFIED TWY IN THE AREA REFERRED TO AS THE SOUTH 90.  THE
 KB1334'STATION IS LOCATED BETWEEN THE 8TH AND 9TH TAXIWAY LIGHTS EAST OF THE
 KB1334'JUNCTION WITH RUNWAY 18-36.  THE STATION IS LOCATED 126.1 FT (38.4 M)
 KB1334'SOUTHEAST OF TWY LT T2A-10, 121.3 FT (37.0 M) SOUTHWEST OF TWY LT
 KB1334'T2A-11, 117 FT (35.7 M) WEST OF THE CL OF A ROAD LEADING TO THE
 KB1334'EASTERN CEILOMETER, AND 103.2 FT (31.5 M) SOUTH OF THE CL OF THE
 KB1334'EAST-WEST TAXIWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK,
 KB1334'STAMPED ARP 1965 AND SET IN THE TOP OF A CONCRETE POST THAT IS SET
 KB1334'FLUSH WITH THE GROUND.
 KB1334
 KB1334                          STATION RECOVERY (2000)
 KB1334
 KB1334'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1334'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1334'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE STATION IS LOCATED
 KB1334'ON THE PROPERTY OF DECATUR AIRPORT, 910 AIRPORT ROAD, DECATUR,
 KB1334'ILLINOIS 62521.  THE AIRPORT MANAGER, MR. GENE MARCINKOWSKI, MUST
 KB1334'BE CONTACTED 24 HOURS IN ADVANCE OF OBSERVATIONS AT 217.428.2423
 KB1334'TO ARRANGE ACCESS AND TO PROVIDE AN ESCORT.  THE FACILITY FAX
 KB1334'NUMBER IS 217.428.7904.  THE STATION IS LOCATED 126.1 FEET (38.4
 KB1334'METERS) SOUTHEAST OF TAXIWAY LIGHT T2A-11, 121.2 FEET (36.9 METERS)
 KB1334'SOUTHWEST OF TAXIWAY LIGHT T2A-10 AND 103.3 FEET(31.5 METERS)
 KB1334'SOUTH OF THE CENTERLINE OF THE EAST-WEST TAXIWAY.
 KB1334' 
 KB1334' 
 KB1334' 
 KB1334' 
 KB1334'
 KB1334
 KB1334                          STATION RECOVERY (2001)
 KB1334
 KB1334'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM)
 KB1334'THE STATION IS LOCATED APPROXIMATELY 3.5 MI NORTHEAST OF MOUNT
 KB1334'ZION, 5 MI SOUTHEAST OF DECATUR, AND IS AT THE DECATUR AIRPORT.
 KB1334'OWNERSHIP-- DECATUR AIRPORT, AIRPORT MANAGER GENE
 KB1334'MARCINKOWSKI, PHONE NUMBER (217) 428-2423. THIS STATION IS LOCATED
 KB1334'INSIDE THE AIRFIELD RESTRICTED AREA AND IS NOT INTENDED FOR USE BY
 KB1334'NON-AIRPORT PERSONNEL.
 KB1334' 
 KB1334'TO REACH THE STATION FROM THE JUNCTION OF US BUSINESS ROUTE 51
 KB1334'NORTH AND US ROUTE 36, PROCEED EAST AND SOUTHEASTERLY 4.5 MI
 KB1334'ALONG US ROUTE 36, CROSSING OVER LAKE DECATUR AFTER 2.5 MI, TO THE
 KB1334'JUNCTION OF AIRPORT ROAD ON THE LEFT AND MT ZION ROAD ON THE
 KB1334'RIGHT. TURN LEFT AND PROCEED NORTH 0.95 MI ALONG AIRPORT ROAD TO
 KB1334'THE ENTRANCE TO THE AIRPORT. TURN RIGHT AND PROCEED EAST
 KB1334'APPROXIMATELY 50 M ACROSS THE PARKING TO THE MAIN GATE LOCATED
 KB1334'BETWEEN THE ATCT AND THE DECATUR AVIATION HANGAR AND TERMINAL.
 KB1334'PROCEED THROUGH THE GATE AND CONTINUE EAST 0.50 MI ACROSS THE
 KB1334'RAMP AND ALONG TAXIWAY A TO THE STATION ON THE RIGHT, BETWEEN
 KB1334'THE 8TH AND 9TH TAXIWAY LIGHTS EAST OF THE JUNCTION OF RUNWAY
 KB1334'18-36.
 KB1334' 
 KB1334'THE STATION IS LOCATED 38.4 M SOUTHEAST OF TAXIWAY LIGHT T2A-10, 37.0
 KB1334'M SOUTHWEST OF TAXIWAY LIGHT T2A-11, AND 31.5 M SOUTH OF THE
 KB1334'CENTERLINE OF TAXIWAY A. THE STATION IS A STANDARD TOPOGRAPHIC
 KB1334'DISK STAMPED-- ARP 1965-- AND SET IN THE TOP OF A CONCRETE POST
 KB1334'THAT IS SET FLUSH WITH THE GROUND. THIS STATION IS DESIGNATED AS A
 KB1334'SECONDARY AIRPORT CONTROL STATION.
 KB1334' 
 KB1334' 
 KB1334' 
 KB1334'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9036 ***********************************************************************
 DE9036  DESIGNATION -  DEC MAINT
 DE9036  PID         -  DE9036
 DE9036  STATE/COUNTY-  IL/MACON
 DE9036  USGS QUAD   -  FORSYTH (1975)
 DE9036
 DE9036                         *CURRENT SURVEY CONTROL
 DE9036  ___________________________________________________________________
 DE9036* NAD 83(1997)-  39 53 46.11961(N)    088 59 23.82015(W)     ADJUSTED  
 DE9036* NAVD 88     -       207.9    (meters)     682.     (feet)  GPS OBS   
 DE9036  ___________________________________________________________________
 DE9036  X           -      86,380.492 (meters)                     COMP
 DE9036  Y           -  -4,899,485.276 (meters)                     COMP
 DE9036  Z           -   4,069,257.939 (meters)                     COMP
 DE9036  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DE9036  ELLIP HEIGHT-         175.71  (meters)          (12/06/04) GPS OBS
 DE9036  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DE9036
 DE9036  HORZ ORDER  -  FIRST
 DE9036  ELLP ORDER  -  FOURTH    CLASS I
 DE9036
 DE9036.The horizontal coordinates were established by GPS observations
 DE9036.and adjusted by the National Geodetic Survey in December 2002..
 DE9036
 DE9036.The orthometric height was determined by GPS observations and a
 DE9036.high-resolution geoid model.
 DE9036
 DE9036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9036
 DE9036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9036
 DE9036.The ellipsoidal height was determined by GPS observations
 DE9036.and is referenced to NAD 83.
 DE9036
 DE9036.The geoid height was determined by GEOID03.
 DE9036
 DE9036;                    North         East     Units Scale Factor Converg.
 DE9036;SPC IL E     -   358,675.517   243,845.296   MT  1.00001381   -0 25 16.2
 DE9036;SPC IL E     - 1,176,754.59    800,015.78   sFT  1.00001381   -0 25 16.2
 DE9036;UTM  16      - 4,418,125.670   329,875.270   MT  0.99995632   -1 16 36.0
 DE9036
 DE9036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9036!SPC IL E     -   0.99997244  x   1.00001381  =   0.99998624
 DE9036!UTM  16      -   0.99997244  x   0.99995632  =   0.99992876
 DE9036
 DE9036                          SUPERSEDED SURVEY CONTROL
 DE9036
 DE9036  ELLIP H (12/18/02)  175.68   (m)                       GP(       ) 4 2
 DE9036
 DE9036.Superseded values are not recommended for survey control.
 DE9036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9036.See file dsdata.txt to determine how the superseded data were derived.
 DE9036
 DE9036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK2987518126(NAD 83)
 DE9036_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9036_SETTING: 0 = UNSPECIFIED SETTING
 DE9036_STAMPING: DEC MAINT
 DE9036_MARK LOGO: ILDT  
 DE9036_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9036+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9036
 DE9036  HISTORY     - Date     Condition        Report By
 DE9036  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9036
 DE9036                          STATION DESCRIPTION
 DE9036
 DE9036'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9036'THE STATION IS  LOCATED AT THE ILLINOIS DEPARTMENT OF
 DE9036'TRANSPORTATION - DECATUR  STORAGE FACILITY,  4142  N. WESTLAWN
 DE9036'AVE. DECATUR -  ILLINOIS . CALL  217.875.4181  FOR ACCESS INFORMATION
 DE9036'(NORMAL OPERATING HOURS ARE 7-30 AM  UNTIL 4-00 PM - HOURS MAY
 DE9036'CHANGE DUE TO SEASONAL CONSIDERATIONS).
 DE9036' 
 DE9036'THE STATION IS LOCATED ABOUT 4.0   MI ( 6.5 KM ) NORTHWEST  OF
 DE9036'DECATUR  AT THE  4142 N. WESTLAWN AVE.  TO REACH FROM THE JUNCTION
 DE9036'AT THE STATE 121 AND CROSSROAD NORTH WESTLAWN AVE,  GO NORTH
 DE9036'ON  NORTH WESTLAWN  AVE.  ABOUT 0.7 MI ( 1.1 KM ) TO THE ENTRANCE
 DE9036'STORAGE FACILITY, TURN RIGHT GO EAST.  THE STATION IS  25 '  +/-
 DE9036'SOUTHEAST OF LARGE GRAVEL PILE, EAST OF SEPTIC FIELD.   IT IS  85.9
 DE9036'FT
 DE9036'SOUTH  OF THE FENCE LINE ,  131.24  FT WEST  OF THE FENCE LINE, 141.64
 DE9036'FT
 DE9036'SOUTHWEST OF THE FENCE CORNER , 35.0 FT NORTHEAST OF THE GRAVEL
 DE9036'ACCESS ROAD, 158.99 FT NORTHEAST OF THE NORTHEAST CORNER AT THE
 DE9036'BLUE BUILDING, 85.3 FT SOUTH OF THE STEEL WITNESS POST.
 DE9036' 
 DE9036'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE9036'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE9036'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE9036'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE9036'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTH IS OUTSIDE AND
 DE9036'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE9036'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE9036'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE9036'A PUNCHED DATUM POINT.
 DE9036' 
 DE9036' 
 DE9036' 
 DE9036' 
 DE9036'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8885 ***********************************************************************
 DE8885  DESIGNATION -  DEC MAINT AZ
 DE8885  PID         -  DE8885
 DE8885  STATE/COUNTY-  IL/MACON
 DE8885  USGS QUAD   -  WARRENSBURG (1982)
 DE8885
 DE8885                         *CURRENT SURVEY CONTROL
 DE8885  ___________________________________________________________________
 DE8885* NAD 83(1997)-  39 53 40.43022(N)    089 00 23.73247(W)     ADJUSTED  
 DE8885* NAVD 88     -       217.3    (meters)     713.     (feet)  GPS OBS   
 DE8885  ___________________________________________________________________
 DE8885  X           -      84,959.444 (meters)                     COMP
 DE8885  Y           -  -4,899,629.888 (meters)                     COMP
 DE8885  Z           -   4,069,129.325 (meters)                     COMP
 DE8885  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DE8885  ELLIP HEIGHT-         185.09  (meters)          (12/06/04) GPS OBS
 DE8885  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 DE8885
 DE8885  HORZ ORDER  -  FIRST
 DE8885  ELLP ORDER  -  FOURTH    CLASS I
 DE8885
 DE8885.The horizontal coordinates were established by GPS observations
 DE8885.and adjusted by the National Geodetic Survey in December 2002..
 DE8885
 DE8885.The orthometric height was determined by GPS observations and a
 DE8885.high-resolution geoid model.
 DE8885
 DE8885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8885
 DE8885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8885
 DE8885.The ellipsoidal height was determined by GPS observations
 DE8885.and is referenced to NAD 83.
 DE8885
 DE8885.The geoid height was determined by GEOID03.
 DE8885
 DE8885;                    North         East     Units Scale Factor Converg.
 DE8885;SPC IL E     -   358,510.639   242,420.690   MT  1.00001580   -0 25 54.6
 DE8885;SPC IL E     - 1,176,213.65    795,341.88   sFT  1.00001580   -0 25 54.6
 DE8885;UTM  16      - 4,417,982.089   328,448.441   MT  0.99996232   -1 17 14.3
 DE8885
 DE8885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8885!SPC IL E     -   0.99997096  x   1.00001580  =   0.99998676
 DE8885!UTM  16      -   0.99997096  x   0.99996232  =   0.99993328
 DE8885
 DE8885                          SUPERSEDED SURVEY CONTROL
 DE8885
 DE8885  ELLIP H (12/18/02)  185.09   (m)                       GP(       ) 4 2
 DE8885
 DE8885.Superseded values are not recommended for survey control.
 DE8885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8885.See file dsdata.txt to determine how the superseded data were derived.
 DE8885
 DE8885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK2844817982(NAD 83)
 DE8885_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE8885_SETTING: 0 = UNSPECIFIED SETTING
 DE8885_STAMPING: DEC MAINT AZ
 DE8885_MARK LOGO: ILDT  
 DE8885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8885+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8885
 DE8885  HISTORY     - Date     Condition        Report By
 DE8885  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8885
 DE8885                          STATION DESCRIPTION
 DE8885
 DE8885'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8885'THE STATION IS  LOCATED 0.7 MI ( 1.15 KM ) WEST OF  THE ILLINOIS
 DE8885'DEPARTMENT OF TRANSPORTATION - DECATUR  STORAGE FACILITY,  4142  N.
 DE8885'WESTLAWN AVE. DECATUR -  ILLINOIS .
 DE8885' 
 DE8885'THE STATION IS LOCATED ABOUT 4.0   MI ( 6.5 KM ) NORTHWEST  OF
 DE8885'DECATUR,  ON THE INTERSECTION AT THE  INTERSTATE 72 AND STATE
 DE8885'ROUTE 121  ON THE MEDIAN BERM  BETWEEN THE INTERSTATE 72 BRIDGE
 DE8885'AND NORTHEAST OF STATE ROUTE 121, ON THE NORTH SIDE OF STATE
 DE8885'ROUTE 121.  IT IS  62.6   FT NORTHWEST  OF THE CENTER OF THE EAST
 DE8885'BOUND LANE INTERSTATE 72,   38.0 FT SOUTH  OF THE EDGE OF
 DE8885'PAVEMENT FROM THE WEST BOUND LANE  INTERSTATE  72,  28.17  FT
 DE8885'SOUTHEAST  OF THE OUT SIDE CORNER ABUTMENT BARRIER WALL AT THE
 DE8885'WEST BOUND LANE INTERSTATE 72 , 27.44  FT NORTHEAST OF THE OUT SIDE
 DE8885'CORNER ABUTMENT BARRIER WALL AT THE EAST BOUND LANE INTERSTATE
 DE8885'72, 10.21  FT NORTHEAST OF THE STEEL WITNESS POST.
 DE8885' 
 DE8885'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE8885'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE8885'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE8885'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE8885'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTH IS OUTSIDE AND
 DE8885'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE8885'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE8885'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE8885'A PUNCHED DATUM POINT.
 DE8885' 
 DE8885' 
 DE8885' 
 DE8885' 
 DE8885'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0570 ***********************************************************************
 KB0570  DESIGNATION -  DECATUR
 KB0570  PID         -  KB0570
 KB0570  STATE/COUNTY-  IL/MACON
 KB0570  USGS QUAD   -  DECATUR (1975)
 KB0570
 KB0570                         *CURRENT SURVEY CONTROL
 KB0570  ___________________________________________________________________
 KB0570* NAD 83(1997)-  39 50 42.34655(N)    088 56 47.24439(W)     ADJUSTED  
 KB0570* NAVD 88     -       204.188  (meters)     669.91   (feet)  ADJUSTED  
 KB0570  ___________________________________________________________________
 KB0570  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KB0570  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KB0570  DYNAMIC HT  -         204.078 (meters)     669.55  (feet)  COMP
 KB0570  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 KB0570
 KB0570  HORZ ORDER  -  FIRST
 KB0570  VERT ORDER  -  FIRST     CLASS II
 KB0570
 KB0570.The horizontal coordinates were established by classical geodetic methods
 KB0570.and adjusted by the National Geodetic Survey in October 1999..
 KB0570
 KB0570.The orthometric height was determined by differential leveling
 KB0570.and adjusted by the National Geodetic Survey in June 1991..
 KB0570.WARNING-Repeat measurements at this control monument indicate possible
 KB0570.vertical movement.
 KB0570
 KB0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0570
 KB0570.The geoid height was determined by GEOID03.
 KB0570
 KB0570.The dynamic height is computed by dividing the NAVD 88
 KB0570.geopotential number by the normal gravity value computed on the
 KB0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0570.degrees latitude (g = 980.6199 gals.).
 KB0570
 KB0570.The modeled gravity was interpolated from observed gravity values.
 KB0570
 KB0570;                    North         East     Units Scale Factor Converg.
 KB0570;SPC IL E     -   352,981.186   247,526.039   MT  1.00000889   -0 23 34.2
 KB0570;SPC IL E     - 1,158,072.44    812,091.68   sFT  1.00000889   -0 23 34.2
 KB0570;SPC IL W     -   353,501.889   804,428.784   MT  1.00007539   +0 46 54.8
 KB0570;SPC IL W     - 1,159,780.78  2,639,196.77   sFT  1.00007539   +0 46 54.8
 KB0570;UTM  16      - 4,412,377.407   333,470.406   MT  0.99994142   -1 14 50.7
 KB0570
 KB0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0570!SPC IL E     -   0.99997303  x   1.00000889  =   0.99998192
 KB0570!SPC IL W     -   0.99997303  x   1.00007539  =   1.00004842
 KB0570!UTM  16      -   0.99997303  x   0.99994142  =   0.99991445
 KB0570
 KB0570|---------------------------------------------------------------------|
 KB0570| PID    Reference Object                     Distance      Geod. Az  |
 KB0570|                                                           dddmmss.s |
 KB0570| KB1351 STALEY AZ MK                         89.180 METERS 00659     |
 KB0570| KB1350 STALEY AZ MK A PT                    85.942 METERS 01007     |
 KB0570| KB1340 PIT 1920                            414.226 METERS 0153128.1 |
 KB0570| KB0569 L 259                                35.950 METERS 03339     |
 KB0570| KB0571 DECATUR RM                           15.828 METERS 18358     |
 KB0570| KB1345 DECATUR CIT NAT BANK BLDG           APPROX. 0.7 KM 2533957.8 |
 KB0570|---------------------------------------------------------------------|
 KB0570
 KB0570                          SUPERSEDED SURVEY CONTROL
 KB0570
 KB0570  NAD 83(1986)-  39 50 42.35544(N)    088 56 47.23657(W) AD(       ) 1
 KB0570  NAD 27      -  39 50 42.22570(N)    088 56 46.97010(W) AD(       ) 1
 KB0570  NGVD 29 (??/??/92)  204.266  (m)          670.16   (f) ADJ UNCH    1 2
 KB0570
 KB0570.Superseded values are not recommended for survey control.
 KB0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0570.See file dsdata.txt to determine how the superseded data were derived.
 KB0570
 KB0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3347012377(NAD 83)
 KB0570_MARKER: DS = TRIANGULATION STATION DISK
 KB0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0570_STAMPING: DECATUR 1920
 KB0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0570+STABILITY: SURFACE MOTION
 KB0570
 KB0570  HISTORY     - Date     Condition        Report By
 KB0570  HISTORY     - 1920     MONUMENTED       CGS
 KB0570  HISTORY     - 1959     GOOD             ILDT
 KB0570  HISTORY     - 1965     MARK NOT FOUND   ILDT
 KB0570  HISTORY     - 1969     GOOD             NGS
 KB0570  HISTORY     - 1970     GOOD             PAS
 KB0570  HISTORY     - 1971     GOOD             CGS
 KB0570  HISTORY     - 1971     GOOD             NGS
 KB0570  HISTORY     - 1972     GOOD             ILDT
 KB0570  HISTORY     - 1973     GOOD             ILDT
 KB0570  HISTORY     - 1976     GOOD             NGS
 KB0570  HISTORY     - 1976     GOOD             NGS
 KB0570  HISTORY     - 20001229 MARK NOT FOUND   ZAMBRA
 KB0570
 KB0570                          STATION DESCRIPTION
 KB0570
 KB0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KB0570'STATION IS LOCATED AT DECATUR, ON THE E SIDE OF ILLINOIS CENTRAL
 KB0570'RAILROAD TRACK, 200 YARDS S OF THE RAILROAD STATION, 30 YARDS N OF
 KB0570'THE CENTER OF NORTH STREET, 30 YARDS S OF MILEPOST 752, AND 1.45
 KB0570'METERS, 4.76 FEET, E OF THE E AND NEAREST RAIL OF THE
 KB0570'MAIN-LINE TRACK. THE STATION MARK IS A STANDARD BRONZE DISK SET IN
 KB0570'CONCRETE. THERE IS NO UNDERGROUND MARK.
 KB0570'THE REFERENCE MARK IS A BRONZE DISK SET IN THE N CURB OF NORTH
 KB0570'STREET, 15.87 METERS, 52.07 FEET, FROM THE STATION.
 KB0570'THE ELEVATION OF THE STATION MARK IS 204.490
 KB0570'METERS, 670.898 FEET, AND OF THE REFERENCE MARK 204.456 METERS,
 KB0570'670.786 FEET.
 KB0570
 KB0570                          STATION RECOVERY (1959)
 KB0570
 KB0570'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1959
 KB0570'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. THE REFERENCE
 KB0570'MARK WAS SEARCHED FOR BUT NOT RECOVERED. THE POSITION OF NORTH
 KB0570'STREET RELATIVE TO THE STATION WAS FOUND TO BE IN ERROR, EVIDENTLY
 KB0570'DUE TO SOME RECONSTRUCTION SINCE THE CURBING MENTIONED IN THE
 KB0570'ORIGINAL DESCRIPTION IS NO LONGER IN EVIDENCE AT THE SITE. REFERENCE
 KB0570'DIMENSIONS ARE AS FOLLOWS-
 KB0570'
 KB0570'97.4 FEET SOUTH OF MILEPOST 752.
 KB0570'
 KB0570'75.0 FEET NORTH OF THE CENTERLINE OF NORTH STREET.
 KB0570'
 KB0570'4.76 FEET EAST OF THE EAST AND NEAREST RAIL OF THE MAIN-LINE TRACK.
 KB0570
 KB0570                          STATION RECOVERY (1965)
 KB0570
 KB0570'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1965
 KB0570'STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 KB0570
 KB0570                          STATION RECOVERY (1969)
 KB0570
 KB0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KB0570'0.2 MI S FROM DECATUR.
 KB0570'ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0570'NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 0.2 MILE SOUTH OF
 KB0570'THE CROSSING OF THE RAILROAD AND THE NORFOLK AND WESTERN RAILWAY,
 KB0570'91 FEET SOUTHWEST AND ACROSS A SIDETRACK FROM MILEPOST 752, 5
 KB0570'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 4 1/2 FEET WEST OF
 KB0570'THE WEST RAIL OF THE MOST EASTERLY SET OF TRACKS, 71 FEET NORTH
 KB0570'OF THE CENTER LINE OF E. NORTH STREET, 118 FEET SOUTH-SOUTHWEST
 KB0570'AND ACROSS A SIDETRACK FROM BENCH MARK L 259, 18 FEET WEST OF
 KB0570'THE SOUTHWEST CORNER OF THE MORE SOUTHERLY OF 2 BATTERY BOXES,
 KB0570'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 KB0570'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 KB0570'GROUND.  SEC 14, T 16 N, R 2 E.
 KB0570
 KB0570                          STATION RECOVERY (1970)
 KB0570
 KB0570'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1970 (CM)
 KB0570'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION. THE
 KB0570'REFERENCE MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.  A COMPLETE
 KB0570'NEW DESCRIPTION IS AS FOLLOWS.
 KB0570'
 KB0570'THE STATION IS LOCATED ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS
 KB0570'CENTRAL RAILROAD FROM THE NORFOLK AND WESTERN RAILWAY STATION IN
 KB0570'DECATUR. 0.2 MILE SOUTH OF THE CROSSINGS OF THE I.C.R.R. AND N AND W
 KB0570'RAILROAD, 91 FEET SOUTHWEST AND ACROSS A SIDETRACK FROM MILEPOST
 KB0570'752, 71 FEET NORTH OF THE CENTERLINE OF EAST NORTH STREET, 18 FEET
 KB0570'WEST OF THE SOUTHWEST CORNER OF THE MORE SOUTHERLY OF TWO
 KB0570'BATTERY BOXES, 5 FEET EAST OF THE EAST RAIL OF MAIN TRACK AND ABOUT
 KB0570'1/2 FOOT BELOW THE LEVEL OF THE TRACK. A STANDARD U.S.C. AND
 KB0570'G.S. DISK SET IN TOP OF CONCRETE FLUSH WITH THE GROUND.
 KB0570
 KB0570                          STATION RECOVERY (1971)
 KB0570
 KB0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1971 (LFS)
 KB0570'THE STATION MARK AND RM 1920 WERE FOUND IN GOOD CONDITION. THE
 KB0570'REFERENCE MARK WAS REPORTED AS NOT FOUND IN 1959 AND 1961 BUT
 KB0570'WAS FOUND AFTER A SHORT SEARCH. BM L 259 1961 WAS USED AS A REFERENCE
 KB0570'MARK. THE DISTANCE TO THE RM 1920 WAS FOUND TO BE SHORTER BY 0.14
 KB0570'OF A FOOT. A NEW DESCRIPTION FOLLOWS-
 KB0570'
 KB0570'THE STATION IS LOCATED ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS
 KB0570'CENTRAL RAILROAD FROM THE NORFOLK AND WESTERN RAILWAY STATION IN
 KB0570'DECATUR, 0.2 MILE SOUTH OF THE CROSSING OF THE 2 RAILROADS, 91 FEET
 KB0570'SOUTHWEST AND ACROSS TRACKS FROM MILEPOST 752, 71 FEET NORTH
 KB0570'OF THE CENTERLINE OF E NORTH STREET, 18 FEET WEST OF THE SOUTHWEST
 KB0570'CORNER OF THE SOUTH 1 OF 2 BATTERY BOXES AND 5 FEET EAST OF THE
 KB0570'EAST RAIL OF MAIN TRACK, THE MONUMENT IS FLUSH AND THE DISK IS
 KB0570'STAMPED DECATUR 1920.
 KB0570'
 KB0570'RM 1920 IS A STANDARD DISK STAMPED DECATUR 1920 SET IN A DRILL HOLE
 KB0570'IN THE NORTH CURBING OF THE STREET, 3 INCHES UNDERGROUND, 23
 KB0570'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 14 FEET NORTH OF THE
 KB0570'CENTERLINE OF E NORTH STREET, 29 FEET SOUTHWEST OF RAILROAD
 KB0570'CROSSING SIGNAL, 10 FEET WEST OF WEST RAIL OF SIDETRACK AND 9 FEET
 KB0570'EAST OF EAST RAIL OF SIDETRACK.
 KB0570'
 KB0570'BM L 259 1961 IS A STANDARD BENCH MARK DISK STAMPED L 259 1961, ON
 KB0570'TOP OF A COPPER COATED STEEL ROAD FLUSH WITH THE GROUND AND
 KB0570'PROTECTED BY A 6 INCH SOIL TILE PROJECTING 1 INCH, 21 FEET NORTH OF
 KB0570'MILEPOST 752, 183 FEET NORTH OF THE CENTERLINE OF THE STREET,
 KB0570'11 FEET EAST OF EAST RAIL OF SIDETRACK, 24 FEET EAST OF EAST RAIL OF
 KB0570'MAIN TRACK AND 3 FEET NORTHWEST OF A METAL WITNESS POST.
 KB0570'
 KB0570'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB0570
 KB0570                          STATION RECOVERY (1971)
 KB0570
 KB0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KB0570'RECOVERED IN GOOD CONDITION.
 KB0570
 KB0570                          STATION RECOVERY (1972)
 KB0570
 KB0570'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 KB0570'DECATUR 1970 RECOVERED GOOD.
 KB0570'
 KB0570'FOUND AS DESCRIBED.
 KB0570
 KB0570                          STATION RECOVERY (1973)
 KB0570
 KB0570'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 (GD)
 KB0570'DECATUR 1920 RECOVERED GOOD.
 KB0570'
 KB0570'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DECATUR.
 KB0570
 KB0570                          STATION RECOVERY (1976)
 KB0570
 KB0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB0570'THE STATION MARK, REFERENCE MARK 1920 AND BENCH MARK L 259 WERE
 KB0570'RECOVERED AND IN GOOD CONDITION AS DESCRIBED IN 1971.  A DIFFERENCE
 KB0570'OF 0.015 METER LONGER TO BENCH MARK L 259 WAS NOTED AND VERIFIED.
 KB0570'
 KB0570'NO MEASUREMENT BETWEEN BM AND RM, DUE TO A METAL STRUCTURE ON LINE.
 KB0570'
 KB0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DECATUR.
 KB0570
 KB0570                          STATION RECOVERY (1976)
 KB0570
 KB0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0570'RECOVERED IN GOOD CONDITION AS DESCRIBED IN LITHOGRAPHED LIST OF MAY
 KB0570'1966, WITH THE EXCEPTION THAT IT IS 79 FEET NORTH OF THE CENTER OF
 KB0570'EAST NORTH STREET.
 KB0570
 KB0570                          STATION RECOVERY (2000)
 KB0570
 KB0570'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0570'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0570'SEARCHED FOR NOT FOUND.
 KB0570' 
 KB0570'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1354 ***********************************************************************
 KB1354  DESIGNATION -  DECATUR CATERPILLER TANK
 KB1354  PID         -  KB1354
 KB1354  STATE/COUNTY-  IL/MACON
 KB1354  USGS QUAD   -  FORSYTH (1975)
 KB1354
 KB1354                         *CURRENT SURVEY CONTROL
 KB1354  ___________________________________________________________________
 KB1354* NAD 83(1997)-  39 52 42.05872(N)    088 54 41.61616(W)     ADJUSTED  
 KB1354* NAVD 88     -                                                        
 KB1354  ___________________________________________________________________
 KB1354  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 KB1354  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KB1354
 KB1354  HORZ ORDER  -  THIRD
 KB1354
 KB1354.The horizontal coordinates were established by classical geodetic methods
 KB1354.and adjusted by the National Geodetic Survey in October 1999..
 KB1354
 KB1354
 KB1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1354
 KB1354.The geoid height was determined by GEOID03.
 KB1354
 KB1354;                    North         East     Units Scale Factor Converg.
 KB1354;SPC IL E     -   356,653.421   250,536.566   MT  1.00000511   -0 22 14.7
 KB1354;SPC IL E     - 1,170,120.43    821,968.72   sFT  1.00000511   -0 22 14.7
 KB1354;SPC IL W     -   357,235.363   807,363.578   MT  1.00008303   +0 48 17.3
 KB1354;SPC IL W     - 1,172,029.69  2,648,825.34   sFT  1.00008303   +0 48 17.3
 KB1354;UTM  16      - 4,416,004.057   336,535.165   MT  0.99992897   -1 13 33.2
 KB1354
 KB1354                          SUPERSEDED SURVEY CONTROL
 KB1354
 KB1354  NAD 83(1986)-  39 52 42.06758(N)    088 54 41.60932(W) AD(       ) 4
 KB1354  NAD 27      -  39 52 41.94199(N)    088 54 41.33836(W) AD(       ) 3
 KB1354
 KB1354.Superseded values are not recommended for survey control.
 KB1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1354.See file dsdata.txt to determine how the superseded data were derived.
 KB1354
 KB1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3653516004(NAD 83)
 KB1354_MARKER: 53 = ELEVATED TANK
 KB1354
 KB1354  HISTORY     - Date     Condition        Report By
 KB1354  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1354
 KB1354                          STATION DESCRIPTION
 KB1354
 KB1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1354'DECATUR, CATERPILLAR MANUFACTURING COMPANY, WATER TANK IS A
 KB1354'6-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH ELIPSOIDAL TOP
 KB1354'AND BOTTOM TANK, AND HAS AN OVERALL HEIGHT OF ABOUT 165 FEET.
 KB1354'
 KB1354'THE TANK IS LOCATED IN THE NORTHEAST EDGE OF DECATUR AT THE
 KB1354'CATERPILLAR COMPANY FACTORY, WHICH IS LOCATED AT 27TH STREET
 KB1354'AND PERSHING ROAD.
 KB1354'
 KB1354'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1349 ***********************************************************************
 KB1349  DESIGNATION -  DECATUR CIPS MICROWAVE
 KB1349  PID         -  KB1349
 KB1349  STATE/COUNTY-  IL/MACON
 KB1349  USGS QUAD   -  DECATUR (1975)
 KB1349
 KB1349                         *CURRENT SURVEY CONTROL
 KB1349  ___________________________________________________________________
 KB1349* NAD 83(1997)-  39 52 18.06131(N)    088 57 02.31251(W)     ADJUSTED  
 KB1349* NAVD 88     -                                                        
 KB1349  ___________________________________________________________________
 KB1349  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 KB1349  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KB1349
 KB1349  HORZ ORDER  -  THIRD
 KB1349
 KB1349.The horizontal coordinates were established by classical geodetic methods
 KB1349.and adjusted by the National Geodetic Survey in October 1999..
 KB1349
 KB1349
 KB1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1349
 KB1349.The geoid height was determined by GEOID03.
 KB1349
 KB1349;                    North         East     Units Scale Factor Converg.
 KB1349;SPC IL E     -   355,935.661   247,188.199   MT  1.00000932   -0 23 44.7
 KB1349;SPC IL E     - 1,167,765.58    810,983.28   sFT  1.00000932   -0 23 44.7
 KB1349;SPC IL W     -   356,449.009   804,030.402   MT  1.00007436   +0 46 46.7
 KB1349;SPC IL W     - 1,169,449.79  2,637,889.74   sFT  1.00007436   +0 46 46.7
 KB1349;UTM  16      - 4,415,336.395   333,176.699   MT  0.99994262   -1 15 02.8
 KB1349
 KB1349                          SUPERSEDED SURVEY CONTROL
 KB1349
 KB1349  NAD 83(1986)-  39 52 18.06996(N)    088 57 02.30585(W) AD(       ) 4
 KB1349  NAD 27      -  39 52 17.93903(N)    088 57 02.02533(W) AD(       ) 3
 KB1349
 KB1349.Superseded values are not recommended for survey control.
 KB1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1349.See file dsdata.txt to determine how the superseded data were derived.
 KB1349
 KB1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3317715336(NAD 83)
 KB1349_MARKER: 45 = MICROWAVE TOWER
 KB1349
 KB1349  HISTORY     - Date     Condition        Report By
 KB1349  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1349
 KB1349                          STATION DESCRIPTION
 KB1349
 KB1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1349'DECATUR, CENTRAL ILLINOIS PUBLIC SERVICE COMPANY, MICROWAVE
 KB1349'TOWER KSE 59 IS A 4-LEGGED STEEL STRUCTURE, LIGHTED, PAINTED
 KB1349'ALTERNATELY RED AND WHITE, HAS REFLECTOR FANS AT THE TOP AND AN
 KB1349'OVERALL HEIGHT OF 275 FEET.
 KB1349'
 KB1349'THE MICROWAVE TOWER IS LOCATED IN THE NORTH PART OF DECATUR AT
 KB1349'2701 NORTH BROADWAY.
 KB1349'
 KB1349'STATION IS THE RED LIGHT ATOP THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1345 ***********************************************************************
 KB1345  DESIGNATION -  DECATUR CIT NAT BANK BLDG
 KB1345  PID         -  KB1345
 KB1345  STATE/COUNTY-  IL/MACON
 KB1345  USGS QUAD   -  DECATUR (1975)
 KB1345
 KB1345                         *CURRENT SURVEY CONTROL
 KB1345  ___________________________________________________________________
 KB1345* NAD 83(1997)-  39 50 36.09037(N)    088 57 14.93384(W)     ADJUSTED  
 KB1345* NAVD 88     -                                                        
 KB1345  ___________________________________________________________________
 KB1345  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 KB1345  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KB1345
 KB1345  HORZ ORDER  -  THIRD
 KB1345
 KB1345.The horizontal coordinates were established by classical geodetic methods
 KB1345.and adjusted by the National Geodetic Survey in October 1999..
 KB1345
 KB1345
 KB1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1345
 KB1345.The geoid height was determined by GEOID03.
 KB1345
 KB1345;                    North         East     Units Scale Factor Converg.
 KB1345;SPC IL E     -   352,792.777   246,866.420   MT  1.00000974   -0 23 51.9
 KB1345;SPC IL E     - 1,157,454.30    809,927.58   sFT  1.00000974   -0 23 51.9
 KB1345;SPC IL W     -   353,299.984   803,773.123   MT  1.00007371   +0 46 36.9
 KB1345;SPC IL W     - 1,159,118.36  2,637,045.65   sFT  1.00007371   +0 46 36.9
 KB1345;UTM  16      - 4,412,198.868   332,808.093   MT  0.99994414   -1 15 08.3
 KB1345
 KB1345                          SUPERSEDED SURVEY CONTROL
 KB1345
 KB1345  NAD 83(1986)-  39 50 36.09898(N)    088 57 14.92658(W) AD(       ) 4
 KB1345  NAD 27      -  39 50 35.97141(N)    088 57 14.64838(W) AD(       ) 3
 KB1345
 KB1345.Superseded values are not recommended for survey control.
 KB1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1345.See file dsdata.txt to determine how the superseded data were derived.
 KB1345
 KB1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3280812199(NAD 83)
 KB1345
 KB1345  HISTORY     - Date     Condition        Report By
 KB1345  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1345
 KB1345                          STATION DESCRIPTION
 KB1345
 KB1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1345'DECATUR, CITIZENS NATIONAL BANK BUILDING IS A NEW 12-STORY BUILDING,
 KB1345'TALLEST BUILDING IN DOWNTOWN DECATUR, TAN IN COLOR, AND HAS A
 KB1345'LARGE BLUE REVOLVING C ON TOP.
 KB1345'
 KB1345'THE BUILDING IS LOCATED AT THE CORNER OF WATER AND WILLIAMS
 KB1345'STREETS IN DOWNTOWN DECATUR.
 KB1345'
 KB1345'STATION IS THE CENTER OF THE POST SUPPORTING THE REVOLVING C
 KB1345'ATOP THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1348 ***********************************************************************
 KB1348  DESIGNATION -  DECATUR MUN TANK
 KB1348  PID         -  KB1348
 KB1348  STATE/COUNTY-  IL/MACON
 KB1348  USGS QUAD   -  DECATUR (1975)
 KB1348
 KB1348                         *CURRENT SURVEY CONTROL
 KB1348  ___________________________________________________________________
 KB1348* NAD 83(1997)-  39 51 43.57005(N)    088 56 35.64105(W)     ADJUSTED  
 KB1348* NAVD 88     -                                                        
 KB1348  ___________________________________________________________________
 KB1348  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 KB1348  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB1348
 KB1348  HORZ ORDER  -  THIRD
 KB1348
 KB1348.The horizontal coordinates were established by classical geodetic methods
 KB1348.and adjusted by the National Geodetic Survey in October 1999..
 KB1348
 KB1348
 KB1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1348
 KB1348.The geoid height was determined by GEOID03.
 KB1348
 KB1348;                    North         East     Units Scale Factor Converg.
 KB1348;SPC IL E     -   354,867.537   247,814.775   MT  1.00000851   -0 23 27.3
 KB1348;SPC IL E     - 1,164,261.24    813,038.97   sFT  1.00000851   -0 23 27.3
 KB1348;SPC IL W     -   355,393.892   804,678.796   MT  1.00007603   +0 47 03.2
 KB1348;SPC IL W     - 1,165,988.13  2,640,017.02   sFT  1.00007603   +0 47 03.2
 KB1348;UTM  16      - 4,414,259.113   333,787.226   MT  0.99994012   -1 14 44.8
 KB1348
 KB1348                          SUPERSEDED SURVEY CONTROL
 KB1348
 KB1348  NAD 83(1986)-  39 51 43.58160(N)    088 56 35.63367(W) AD(       ) 4
 KB1348  NAD 27      -  39 51 43.35878(N)    088 56 35.36185(W) AD(       ) 3
 KB1348
 KB1348.Superseded values are not recommended for survey control.
 KB1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1348.See file dsdata.txt to determine how the superseded data were derived.
 KB1348
 KB1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3378714259(NAD 83)
 KB1348_MARKER: 53 = ELEVATED TANK
 KB1348
 KB1348  HISTORY     - Date     Condition        Report By
 KB1348  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1348
 KB1348                          STATION DESCRIPTION
 KB1348
 KB1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1348'DECATUR MUNICIPAL WATER TANK IS A 10-LEGGED STEEL STRUCTURE
 KB1348'WITH VERY WIDE, DOUBLE ELIPSOIDAL TANK.  THE STRUCTURE IS PAINTED
 KB1348'BEIGE, HAS THE LETTERS DECATUR IN BLACK ON THE EAST AND WEST
 KB1348'SIDE, AND AN OVERALL HEIGHT OF ABOUT 155 FEET.
 KB1348'
 KB1348'THE TANK IS LOCATED IN THE NORTH PART OF DECATUR, 0.3 MILE EAST
 KB1348'OF THE INTERSECTION OF NORTH BROADWAY AND EAST GARFIELD AVENUES,
 KB1348'ALONG THE SOUTH SIDE OF EAST GARFIELD AVENUE.
 KB1348'
 KB1348'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1353 ***********************************************************************
 KB1353  DESIGNATION -  DECATUR RAD STA MAST
 KB1353  PID         -  KB1353
 KB1353  STATE/COUNTY-  IL/MACON
 KB1353  USGS QUAD   -  FORSYTH (1975)
 KB1353
 KB1353                         *CURRENT SURVEY CONTROL
 KB1353  ___________________________________________________________________
 KB1353* NAD 83(1997)-  39 52 41.61592(N)    088 56 31.84434(W)     ADJUSTED  
 KB1353* NAVD 88     -                                                        
 KB1353  ___________________________________________________________________
 KB1353  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KB1353  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KB1353
 KB1353  HORZ ORDER  -  THIRD
 KB1353
 KB1353.The horizontal coordinates were established by classical geodetic methods
 KB1353.and adjusted by the National Geodetic Survey in October 1999..
 KB1353
 KB1353
 KB1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1353
 KB1353.The geoid height was determined by GEOID03.
 KB1353
 KB1353;                    North         East     Units Scale Factor Converg.
 KB1353;SPC IL E     -   356,657.162   247,917.210   MT  1.00000838   -0 23 25.4
 KB1353;SPC IL E     - 1,170,132.71    813,375.05   sFT  1.00000838   -0 23 25.4
 KB1353;SPC IL W     -   357,185.362   804,744.505   MT  1.00007620   +0 47 06.6
 KB1353;SPC IL W     - 1,171,865.64  2,640,232.60   sFT  1.00007620   +0 47 06.6
 KB1353;UTM  16      - 4,416,046.887   333,916.346   MT  0.99993959   -1 14 43.9
 KB1353
 KB1353                          SUPERSEDED SURVEY CONTROL
 KB1353
 KB1353  NAD 83(1986)-  39 52 41.62457(N)    088 56 31.83794(W) AD(       ) 4
 KB1353  NAD 27      -  39 52 41.49332(N)    088 56 31.55738(W) AD(       ) 3
 KB1353
 KB1353.Superseded values are not recommended for survey control.
 KB1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1353.See file dsdata.txt to determine how the superseded data were derived.
 KB1353
 KB1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3391616047(NAD 83)
 KB1353_MARKER: 42 = RADIO/TV MAST
 KB1353
 KB1353  HISTORY     - Date     Condition        Report By
 KB1353  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1353
 KB1353                          STATION DESCRIPTION
 KB1353
 KB1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1353'DECATUR, RADIO STATION WSDY, MAST IS A 3-LEGGED STEEL STRUCTURE,
 KB1353'LIGHTED, PAINTED ALTERNATELY RED AND WHITE, AND HAS A LARGE
 KB1353'POLE ANTENNA AT THE TOP.  THE STRUCTURE HAS AN OVERALL HEIGHT
 KB1353'OF 419 FEET.
 KB1353'
 KB1353'THE MAST IS LOCATED IN THE NORTH EDGE OF DECATUR, IN THE 1100
 KB1353'BLOCK OF PERSHING ROAD, AND ABOUT 100 YARDS NORTH-NORTHWEST OF
 KB1353'THE INTERSECTION OF PERSHING ROAD AND JASPER STREET.
 KB1353'
 KB1353'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1352 ***********************************************************************
 KB1352  DESIGNATION -  DECATUR RALSTON PURINA TANK
 KB1352  PID         -  KB1352
 KB1352  STATE/COUNTY-  IL/MACON
 KB1352  USGS QUAD   -  FORSYTH (1975)
 KB1352
 KB1352                         *CURRENT SURVEY CONTROL
 KB1352  ___________________________________________________________________
 KB1352* NAD 83(1997)-  39 52 30.63184(N)    088 55 41.25283(W)     ADJUSTED  
 KB1352* NAVD 88     -                                                        
 KB1352  ___________________________________________________________________
 KB1352  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 KB1352  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KB1352
 KB1352  HORZ ORDER  -  THIRD
 KB1352
 KB1352.The horizontal coordinates were established by classical geodetic methods
 KB1352.and adjusted by the National Geodetic Survey in October 1999..
 KB1352
 KB1352
 KB1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1352
 KB1352.The geoid height was determined by GEOID03.
 KB1352
 KB1352;                    North         East     Units Scale Factor Converg.
 KB1352;SPC IL E     -   356,310.296   249,117.122   MT  1.00000686   -0 22 52.8
 KB1352;SPC IL E     - 1,168,994.70    817,311.76   sFT  1.00000686   -0 22 52.8
 KB1352;SPC IL W     -   356,863.163   805,951.366   MT  1.00007933   +0 47 38.8
 KB1352;SPC IL W     - 1,170,808.56  2,644,192.11   sFT  1.00007933   +0 47 38.8
 KB1352;UTM  16      - 4,415,682.178   335,110.864   MT  0.99993472   -1 14 11.2
 KB1352
 KB1352                          SUPERSEDED SURVEY CONTROL
 KB1352
 KB1352  NAD 83(1986)-  39 52 30.64039(N)    088 55 41.24597(W) AD(       ) 4
 KB1352  NAD 27      -  39 52 30.50965(N)    088 55 40.96747(W) AD(       ) 3
 KB1352
 KB1352.Superseded values are not recommended for survey control.
 KB1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1352.See file dsdata.txt to determine how the superseded data were derived.
 KB1352
 KB1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3511115682(NAD 83)
 KB1352_MARKER: 53 = ELEVATED TANK
 KB1352
 KB1352  HISTORY     - Date     Condition        Report By
 KB1352  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1352
 KB1352                          STATION DESCRIPTION
 KB1352
 KB1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1352'DECATUR, RALSTON PURINA COMPANY, WATER TANK IS A 4-LEGGED
 KB1352'STEEL STRUCTURE WITH ELIPSOIDAL TOP AND BOTTOM TANK.  THE LEGS
 KB1352'ARE PAINTED BEIGE AND TANK IS PAINTED IN RED AND WHITE
 KB1352'CHECKS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF ABOUT 170 FEET.
 KB1352'
 KB1352'THE TANK IS LOCATED IN THE NORTHEAST PART OF DECATUR, AT THE
 KB1352'RALSTON PURINA PLANT, ALONG THE WEST SIDE OF 22ND STREET (STATE
 KB1352'HIGHWAY 47, 121 AND 48), ABOUT 1.4 MILES NORTH OF WHERE THEY
 KB1352'JUNCTION WITH U.S. HIGHWAY 36.
 KB1352'
 KB1352'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0571 ***********************************************************************
 KB0571  DESIGNATION -  DECATUR RM
 KB0571  PID         -  KB0571
 KB0571  STATE/COUNTY-  IL/MACON
 KB0571  USGS QUAD   -  DECATUR (1975)
 KB0571
 KB0571                         *CURRENT SURVEY CONTROL
 KB0571  ___________________________________________________________________
 KB0571* NAD 83(1986)-  39 50 42.     (N)    088 56 46.     (W)     SCALED    
 KB0571* NAVD 88     -       204.108  (meters)     669.64   (feet)  ADJUSTED  
 KB0571  ___________________________________________________________________
 KB0571  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KB0571  DYNAMIC HT  -         203.999 (meters)     669.29  (feet)  COMP
 KB0571  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 KB0571
 KB0571  VERT ORDER  -  FIRST     CLASS II
 KB0571
 KB0571.The horizontal coordinates were scaled from a topographic map and have
 KB0571.an estimated accuracy of +/- 6 seconds.
 KB0571
 KB0571.The orthometric height was determined by differential leveling
 KB0571.and adjusted by the National Geodetic Survey in June 1991..
 KB0571
 KB0571.The geoid height was determined by GEOID03.
 KB0571
 KB0571.The dynamic height is computed by dividing the NAVD 88
 KB0571.geopotential number by the normal gravity value computed on the
 KB0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0571.degrees latitude (g = 980.6199 gals.).
 KB0571
 KB0571.The modeled gravity was interpolated from observed gravity values.
 KB0571
 KB0571;                    North         East    Units  Estimated Accuracy
 KB0571;SPC IL E     -   352,970.      247,560.      MT  (+/- 180 meters Scaled)
 KB0571
 KB0571                          SUPERSEDED SURVEY CONTROL
 KB0571
 KB0571  NGVD 29 (??/??/??)  204.16   (m)          669.8    (f) RESET       3  
 KB0571
 KB0571.Superseded values are not recommended for survey control.
 KB0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0571.See file dsdata.txt to determine how the superseded data were derived.
 KB0571
 KB0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335123(NAD 83)
 KB0571_MARKER: DR = REFERENCE MARK DISK
 KB0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0571_SP_SET: CURB
 KB0571_STAMPING: DECATUR 1920
 KB0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0571
 KB0571  HISTORY     - Date     Condition        Report By
 KB0571  HISTORY     - 1920     MONUMENTED       CGS
 KB0571  HISTORY     - 1971     GOOD             NGS
 KB0571
 KB0571                          STATION DESCRIPTION
 KB0571
 KB0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KB0571'AT DECATUR.
 KB0571'THE MARK IS LOCATED 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 KB0571'RAILROAD FROM THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR,
 KB0571'0.2 MILE SOUTH OF THE CROSSING OF THE 2 RAILROADS, A STANDARD
 KB0571'REFERENCE MARK DISK SET IN A DRILL HOLE IN THE NORTH CURBING OF
 KB0571'E NORTH STREET, 3 INCHES UNDERGROUND, 23 FEET EAST OF THE EAST
 KB0571'RAIL OF THE MAIN TRACK, 14 FEET NORTH OF THE CENTERLINE OF THE
 KB0571'STREET, 23 FEET SOUTHWEST OF A RAILROAD CROSSING SIGNAL, 10 FEET
 KB0571'WEST OF THE WEST RAIL OF SIDETRACK AND 9 FEET EAST OF THE EAST
 KB0571'RAIL OF SIDETRACK.  THE MARK WAS REPORTED AS NOT FOUND AND
 KB0571'POSSIBLY DESTROYED ON SEVERAL OCCASIONS BUT NOT FOUND IN GOOD
 KB0571'CONDITION AFTER A SHORT SEARCH.  A LEVEL TIE WAS MADE FROM
 KB0571'DECATUR 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1347 ***********************************************************************
 KB1347  DESIGNATION -  DECATUR STALEY E STACK
 KB1347  PID         -  KB1347
 KB1347  STATE/COUNTY-  IL/MACON
 KB1347  USGS QUAD   -  DECATUR (1975)
 KB1347
 KB1347                         *CURRENT SURVEY CONTROL
 KB1347  ___________________________________________________________________
 KB1347* NAD 83(1997)-  39 50 59.67165(N)    088 55 45.59436(W)     ADJUSTED  
 KB1347* NAVD 88     -                                                        
 KB1347  ___________________________________________________________________
 KB1347  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KB1347  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KB1347
 KB1347  HORZ ORDER  -  THIRD
 KB1347
 KB1347.The horizontal coordinates were established by classical geodetic methods
 KB1347.and adjusted by the National Geodetic Survey in October 1999..
 KB1347
 KB1347
 KB1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1347
 KB1347.The geoid height was determined by GEOID03.
 KB1347
 KB1347;                    North         East     Units Scale Factor Converg.
 KB1347;SPC IL E     -   353,505.612   248,995.249   MT  1.00000701   -0 22 54.9
 KB1347;SPC IL E     - 1,159,793.00    816,911.91   sFT  1.00000701   -0 22 54.9
 KB1347;SPC IL W     -   354,056.366   805,887.034   MT  1.00007916   +0 47 34.6
 KB1347;SPC IL W     - 1,161,599.93  2,643,981.04   sFT  1.00007916   +0 47 34.6
 KB1347;UTM  16      - 4,412,879.826   334,947.171   MT  0.99993539   -1 14 11.6
 KB1347
 KB1347                          SUPERSEDED SURVEY CONTROL
 KB1347
 KB1347  NAD 83(1986)-  39 50 59.68061(N)    088 55 45.58722(W) AD(       ) 4
 KB1347  NAD 27      -  39 50 59.54998(N)    088 55 45.31067(W) AD(       ) 3
 KB1347
 KB1347.Superseded values are not recommended for survey control.
 KB1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1347.See file dsdata.txt to determine how the superseded data were derived.
 KB1347
 KB1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3494712880(NAD 83)
 KB1347_MARKER: 63 = STACK
 KB1347
 KB1347  HISTORY     - Date     Condition        Report By
 KB1347  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1347
 KB1347                          STATION DESCRIPTION
 KB1347
 KB1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1347'DECATUR, A.E. STALEY COMPANY, EAST STACK IS THE EASTERLY MOST 1
 KB1347'OF 2 SIMILAR STACKS AT THEIR DECATUR PLANT.  THE STACK IS
 KB1347'BROWNISH IN COLOR AND HAS A BLACK RING NEAR THE TOP.  THE HEIGHT
 KB1347'OF THE STACK IS 335 FEET.
 KB1347'
 KB1347'THE STACK IS LOCATED IN THE EAST PART OF DECATUR, ABOUT 0.2 MILE
 KB1347'NORTH OF THE INTERSECTION OF U.S. HIGHWAY 36 AND STATE HIGHWAYS
 KB1347'47 AND 48.
 KB1347'
 KB1347'STATION IS THE TOP CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1343 ***********************************************************************
 KB1343  DESIGNATION -  DECATUR TV STA MAST
 KB1343  PID         -  KB1343
 KB1343  STATE/COUNTY-  IL/MACON
 KB1343  USGS QUAD   -  DECATUR (1975)
 KB1343
 KB1343                         *CURRENT SURVEY CONTROL
 KB1343  ___________________________________________________________________
 KB1343* NAD 83(1997)-  39 49 28.59262(N)    088 58 03.61548(W)     ADJUSTED  
 KB1343* NAVD 88     -                                                        
 KB1343  ___________________________________________________________________
 KB1343  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KB1343  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1343
 KB1343  HORZ ORDER  -  THIRD
 KB1343
 KB1343.The horizontal coordinates were established by classical geodetic methods
 KB1343.and adjusted by the National Geodetic Survey in October 1999..
 KB1343
 KB1343
 KB1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1343
 KB1343.The geoid height was determined by GEOID03.
 KB1343
 KB1343;                    North         East     Units Scale Factor Converg.
 KB1343;SPC IL E     -   350,719.158   245,694.284   MT  1.00001129   -0 24 22.6
 KB1343;SPC IL E     - 1,150,651.10    806,082.00   sFT  1.00001129   -0 24 22.6
 KB1343;SPC IL W     -   351,202.646   802,643.666   MT  1.00007084   +0 46 04.6
 KB1343;SPC IL W     - 1,152,237.35  2,633,340.09   sFT  1.00007084   +0 46 04.6
 KB1343;UTM  16      - 4,410,143.089   331,605.245   MT  0.99994911   -1 15 37.7
 KB1343
 KB1343                          SUPERSEDED SURVEY CONTROL
 KB1343
 KB1343  NAD 83(1986)-  39 49 28.60104(N)    088 58 03.60757(W) AD(       ) 4
 KB1343  NAD 27      -  39 49 28.47163(N)    088 58 03.33420(W) AD(       ) 3
 KB1343
 KB1343.Superseded values are not recommended for survey control.
 KB1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1343.See file dsdata.txt to determine how the superseded data were derived.
 KB1343
 KB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3160510143(NAD 83)
 KB1343_MARKER: 42 = RADIO/TV MAST
 KB1343
 KB1343  HISTORY     - Date     Condition        Report By
 KB1343  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1343
 KB1343                          STATION DESCRIPTION
 KB1343
 KB1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1343'DECATUR, TELEVISION STATION, WAND, MAST IS A TRIANGULAR, STEEL
 KB1343'STRUCTURE, GUYED, LIGHTED, PAINTED ALETERNATELY RED AND WHITE,
 KB1343'AND HAS AN OVERALL HEIGHT OF 602 FEET.
 KB1343'
 KB1343'THE MAST IS LOCATED AT THE EXTREME SOUTH EDGE OF DECATUR.
 KB1343'
 KB1343'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 51 AND STATE
 KB1343'HIGHWAY 47, GO WESTERLY ON HIGHWAY 47 FOR 0.4 MILE TO THE MAST
 KB1343'ON THE RIGHT.
 KB1343'
 KB1343'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1640 ***********************************************************************
 JB1640  DESIGNATION -  DECKER
 JB1640  PID         -  JB1640
 JB1640  STATE/COUNTY-  IL/RICHLAND
 JB1640  USGS QUAD   -  NOBLE (1971)
 JB1640
 JB1640                         *CURRENT SURVEY CONTROL
 JB1640  ___________________________________________________________________
 JB1640* NAD 83(1997)-  38 38 31.31258(N)    088 11 33.12663(W)     ADJUSTED  
 JB1640* NAVD 88     -       153.3    (meters)     503.     (feet)  GPS OBS   
 JB1640  ___________________________________________________________________
 JB1640  X           -     157,336.962 (meters)                     COMP
 JB1640  Y           -  -4,985,852.672 (meters)                     COMP
 JB1640  Z           -   3,961,432.486 (meters)                     COMP
 JB1640  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JB1640  ELLIP HEIGHT-         122.14  (meters)          (05/30/05) GPS OBS
 JB1640  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JB1640
 JB1640  HORZ ORDER  -  FIRST
 JB1640  ELLP ORDER  -  FOURTH    CLASS I
 JB1640
 JB1640.The horizontal coordinates were established by GPS observations
 JB1640.and adjusted by the National Geodetic Survey in May 2005..
 JB1640
 JB1640.The orthometric height was determined by GPS observations and a
 JB1640.high-resolution geoid model.
 JB1640
 JB1640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1640
 JB1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1640
 JB1640.The ellipsoidal height was determined by GPS observations
 JB1640.and is referenced to NAD 83.
 JB1640
 JB1640.The geoid height was determined by GEOID03.
 JB1640
 JB1640;                    North         East     Units Scale Factor Converg.
 JB1640;SPC IL E     -   219,249.592   312,257.753   MT  0.99997685   +0 05 16.5
 JB1640;SPC IL E     -   719,321.37  1,024,465.64   sFT  0.99997685   +0 05 16.5
 JB1640;UTM  16      - 4,277,728.130   396,216.321   MT  0.99973264   -0 44 41.1
 JB1640
 JB1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1640!SPC IL E     -   0.99998084  x   0.99997685  =   0.99995769
 JB1640!UTM  16      -   0.99998084  x   0.99973264  =   0.99971348
 JB1640
 JB1640:                Primary Azimuth Mark                     Grid Az
 JB1640:SPC IL E     -  AIRPORT BEACON OLNEY NOBLE APT           010 51 02.9
 JB1640:UTM  16      -  AIRPORT BEACON OLNEY NOBLE APT           011 41 00.5
 JB1640
 JB1640|---------------------------------------------------------------------|
 JB1640| PID    Reference Object                     Distance      Geod. Az  |
 JB1640|                                                           dddmmss.s |
 JB1640| JB1639 AIRPORT BEACON OLNEY NOBLE APT      APPROX. 8.7 KM 0105619.4 |
 JB1640| JB1624 OLNEY RADIO STA KSF 530 MAST        APPROX.15.0 KM 0364956.5 |
 JB1640| JB1625 OLNEY MUNICIPAL TANK                APPROX.14.0 KM 0465746.6 |
 JB1640| CI4238 DECKER RM 1                          18.688 METERS 08121     |
 JB1640| CI4237 DECKER AZ MK                                       0882837.3 |
 JB1640| JB1634 WEST SALEM MORAVIAN CH SPIRE        APPROX.21.3 KM 1290405.7 |
 JB1640| JB1636 WEST SALEM MUNICIPAL TANK           APPROX.21.2 KM 1292213.0 |
 JB1640| CI4239 DECKER RM 2                          18.215 METERS 13512     |
 JB1640| JB1638 NOBLE MUNICIPAL TANK                APPROX. 6.9 KM 3362506.0 |
 JB1640|---------------------------------------------------------------------|
 JB1640
 JB1640                          SUPERSEDED SURVEY CONTROL
 JB1640
 JB1640  NAD 83(1997)-  38 38 31.31156(N)    088 11 33.12821(W) AD(       ) 1
 JB1640  NAD 83(1997)-  38 38 31.31317(N)    088 11 33.12613(W) AD(       ) 1
 JB1640  NAD 83(1986)-  38 38 31.32335(N)    088 11 33.12523(W) AD(       ) 1
 JB1640  NAD 27      -  38 38 31.14703(N)    088 11 32.97537(W) AD(       ) 1
 JB1640
 JB1640.Superseded values are not recommended for survey control.
 JB1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1640.See file dsdata.txt to determine how the superseded data were derived.
 JB1640
 JB1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9621677728(NAD 83)
 JB1640_MARKER: DS = TRIANGULATION STATION DISK
 JB1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1640_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1640+STABILITY: SURFACE MOTION
 JB1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1640+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 JB1640
 JB1640  HISTORY     - Date     Condition        Report By
 JB1640  HISTORY     - 1961     MONUMENTED       CGS
 JB1640  HISTORY     - 20040630 GOOD             ILDT
 JB1640
 JB1640                          STATION DESCRIPTION
 JB1640
 JB1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1640'THE STATION IS ABOUT 7.25 MILES SOUTH AND 5.5 MILES WEST OF OLNEY,
 JB1640'ABOUT 4 MILES SOUTH AND
 JB1640'1.75 MILES EAST OF NOBLE, IN THE NORTH CENTER OF SEC
 JB1640'3, T 2 N, R 9 E, AND ON THE
 JB1640'PROPERTY OF MR FRED RUNYON.  IT IS 82
 JB1640'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 46
 JB1640'FEET SOUTH OF THE
 JB1640'CENTERLINE OF A GRAVELED ROAD, 45 FEET NORTH OF THE NORTHWEST
 JB1640'CORNER OF A BARN,
 JB1640'43 FEET NORTHEAST OF A TWIN TRUNKED MAPLE TREE, 11 FEET
 JB1640'SOUTH OF A WITNESS POST AND
 JB1640'10 FEET SOUTH OF A WIRE FENCE.  THE
 JB1640'MONUMENT IS FLUSH AND THE DISK IS STAMPED DECKER 1961.
 JB1640'DECKER 1961.
 JB1640'
 JB1640'TO REACH FROM THE CROSSROAD JUST EAST OF THE POST OFFICE IN NOBLE, GO
 JB1640'SOUTH ON U S HIGHWAY 50 FOR
 JB1640'0.1 MILE TO WHERE HIGHWAY 50 TURNS WEST.  CONTINUE
 JB1640'SOUTH ON A PAVED ROAD, PASSING ON THE
 JB1640'WEST SIDE OF THE WEST RICHLAND
 JB1640'ELEMENTARY SCHOOL, FOR 3.8 MILES TO A CROSSROAD.  TURN
 JB1640'LEFT AND GO
 JB1640'EAST ON A GRAVELED ROAD FOR 1.6 MILES TO THE STATION ON THE RIGHT.
 JB1640'
 JB1640'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 JB1640'ROAD FOR 0.5 MILE TO A
 JB1640'FIELD ENTRANCE AND THE AZIMUTH MARK ON THE LEFT.
 JB1640'
 JB1640'REFERENCE MARK 1 IS 56 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 JB1640'OF THE BARN, 37 FEET
 JB1640'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 JB1640'SOUTH OF THE WIRE FENCE.  THE
 JB1640'MONUMENT IS FLUSH AND THE DISK IS
 JB1640'STAMPED DECKER NO 1 1961.
 JB1640'
 JB1640'REFERENCE MARK 2 IS 52 FEET SOUTH OF THE WIRE FENCE AND 1 FOOT NORTH
 JB1640'OF THE NORTHEAST CORNER
 JB1640'OF THE BARN.  THE MONUMENT PROJECTS 2 INCHES AND THE
 JB1640'DISK IS STAMPED DECKER NO 2 1961.
 JB1640'
 JB1640'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 JB1640'ROAD, 9 FEET WEST OF THE
 JB1640'CENTERLINE OF A FIELD ENTRANCE, 1 FOOT SOUTH OF A WIRE
 JB1640'FENCE AND 1 FOOT WEST OF A
 JB1640'WITNESS POST.  THE MONUMENT PROJECTS 5
 JB1640'INCHES AND THE DISK IS STAMPED DECKER 1961.
 JB1640'
 JB1640'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1640
 JB1640                          STATION RECOVERY (2004)
 JB1640
 JB1640'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RA)
 JB1640'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2971 ***********************************************************************
 AJ2971  DESIGNATION -  DEEP CUT
 AJ2971  PID         -  AJ2971
 AJ2971  STATE/COUNTY-  IL/MCHENRY
 AJ2971  USGS QUAD   -  MARENGO NORTH (1975)
 AJ2971
 AJ2971                         *CURRENT SURVEY CONTROL
 AJ2971  ___________________________________________________________________
 AJ2971* NAD 83(1997)-  42 21 08.43436(N)    088 32 48.73818(W)     ADJUSTED  
 AJ2971* NAVD 88     -       271.5    (meters)     891.     (feet)  GPS OBS   
 AJ2971  ___________________________________________________________________
 AJ2971  X           -     119,717.967 (meters)                     COMP
 AJ2971  Y           -  -4,719,379.255 (meters)                     COMP
 AJ2971  Z           -   4,274,767.722 (meters)                     COMP
 AJ2971  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AJ2971  ELLIP HEIGHT-         237.60  (meters)          (02/03/05) GPS OBS
 AJ2971  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AJ2971
 AJ2971  HORZ ORDER  -  FIRST
 AJ2971  ELLP ORDER  -  FOURTH    CLASS II
 AJ2971
 AJ2971.The horizontal coordinates were established by GPS observations
 AJ2971.and adjusted by the National Geodetic Survey in April 2001..
 AJ2971
 AJ2971.The orthometric height was determined by GPS observations and a
 AJ2971.high-resolution geoid model.
 AJ2971
 AJ2971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2971
 AJ2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2971
 AJ2971.The ellipsoidal height was determined by GPS observations
 AJ2971.and is referenced to NAD 83.
 AJ2971
 AJ2971.The geoid height was determined by GEOID03.
 AJ2971
 AJ2971;                    North         East     Units Scale Factor Converg.
 AJ2971;SPC IL E     -   631,260.804   282,406.552   MT  0.99997881   -0 08 37.9
 AJ2971;SPC IL E     - 2,071,061.49    926,528.83   sFT  0.99997881   -0 08 37.9
 AJ2971;UTM  16      - 4,690,056.400   372,599.451   MT  0.99979970   -1 02 32.1
 AJ2971
 AJ2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2971!SPC IL E     -   0.99996274  x   0.99997881  =   0.99994155
 AJ2971!UTM  16      -   0.99996274  x   0.99979970  =   0.99976244
 AJ2971
 AJ2971                          SUPERSEDED SURVEY CONTROL
 AJ2971
 AJ2971  ELLIP H (04/24/01)  237.66   (m)                       GP(       ) 4 1
 AJ2971
 AJ2971.Superseded values are not recommended for survey control.
 AJ2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2971.See file dsdata.txt to determine how the superseded data were derived.
 AJ2971
 AJ2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7259990056(NAD 83)
 AJ2971_MARKER: I = METAL ROD
 AJ2971_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2971_STAMPING: DEEP CUT
 AJ2971_MARK LOGO: IL-111
 AJ2971_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2971_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2971+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ2971_ROD/PIPE-DEPTH:  4.9 meters
 AJ2971_SLEEVE-DEPTH  :  0.9 meters
 AJ2971
 AJ2971  HISTORY     - Date     Condition        Report By
 AJ2971  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2971
 AJ2971                          STATION DESCRIPTION
 AJ2971
 AJ2971'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2971'STATION IS LOCATED APPROXIMATELY 5.8 MI SOUTHEAST OF HARVARD, 5.9
 AJ2971'MI NORTHWEST OF WOODSTOCK IN SECTION 28, T45N, R6E.  TO REACH
 AJ2971'FROM THE JUNCTION OF IL RT 14 AND DEEP CUT RD PROCEED NORTHEAST
 AJ2971'ON DEEP CUT RD 0.1 MI TO THE STATION LOCATED 35.9 FT SOUTH OF
 AJ2971'CENTERLINE OF DEEP CUT RD.  STATION IS LOCATED 273 FT NORTHEAST OF
 AJ2971'FIELD ENTRANCE, 264 FT NORTHEAST OF POWERPOLE (PP), 71.2 FT
 AJ2971'NORTHEAST OF PP, 124 FT SOUTHWEST OF PP, AND 2 FT NORTHWEST OF
 AJ2971'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2971'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS
 AJ2971'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2971' 
 AJ2971' 
 AJ2971'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0923 ***********************************************************************
 LC0923  DESIGNATION -  DEER
 LC0923  PID         -  LC0923
 LC0923  STATE/COUNTY-  IL/TAZEWELL
 LC0923  USGS QUAD   -  MACKINAW (1979)
 LC0923
 LC0923                         *CURRENT SURVEY CONTROL
 LC0923  ___________________________________________________________________
 LC0923* NAD 83(1997)-  40 37 26.52159(N)    089 20 01.35618(W)     ADJUSTED  
 LC0923* NAVD 88     -       230.068  (meters)     754.81   (feet)  ADJUSTED  
 LC0923  ___________________________________________________________________
 LC0923  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LC0923  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC0923  DYNAMIC HT  -         229.961 (meters)     754.46  (feet)  COMP
 LC0923  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 LC0923
 LC0923  HORZ ORDER  -  SECOND
 LC0923  VERT ORDER  -  SECOND    CLASS 0
 LC0923
 LC0923.The horizontal coordinates were established by classical geodetic methods
 LC0923.and adjusted by the National Geodetic Survey in October 1999..
 LC0923
 LC0923.The orthometric height was determined by differential leveling
 LC0923.and adjusted by the National Geodetic Survey in June 1991..
 LC0923
 LC0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0923
 LC0923.The geoid height was determined by GEOID03.
 LC0923
 LC0923.The dynamic height is computed by dividing the NAVD 88
 LC0923.geopotential number by the normal gravity value computed on the
 LC0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0923.degrees latitude (g = 980.6199 gals.).
 LC0923
 LC0923.The modeled gravity was interpolated from observed gravity values.
 LC0923
 LC0923;                    North         East     Units Scale Factor Converg.
 LC0923;SPC IL W     -   439,610.376   770,473.900   MT  1.00000229   +0 32 32.5
 LC0923;SPC IL W     - 1,442,288.38  2,527,796.45   sFT  1.00000229   +0 32 32.5
 LC0923;SPC IL E     -   439,772.818   215,358.133   MT  1.00006315   -0 39 05.0
 LC0923;SPC IL E     - 1,442,821.32    706,554.14   sFT  1.00006315   -0 39 05.0
 LC0923;UTM  16      - 4,499,640.720   302,611.991   MT  1.00007960   -1 31 11.8
 LC0923
 LC0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0923!SPC IL W     -   0.99996901  x   1.00000229  =   0.99997130
 LC0923!SPC IL E     -   0.99996901  x   1.00006315  =   1.00003215
 LC0923!UTM  16      -   0.99996901  x   1.00007960  =   1.00004860
 LC0923
 LC0923:                Primary Azimuth Mark                     Grid Az
 LC0923:SPC IL W     -  GOODFIELD SINC PLINE MICROWAVE           069 30 55.0
 LC0923:SPC IL E     -  GOODFIELD SINC PLINE MICROWAVE           070 42 32.5
 LC0923:UTM  16      -  GOODFIELD SINC PLINE MICROWAVE           071 34 39.3
 LC0923
 LC0923|---------------------------------------------------------------------|
 LC0923| PID    Reference Object                     Distance      Geod. Az  |
 LC0923|                                                           dddmmss.s |
 LC0923| LC1883 GOODFIELD SINC PLINE MICROWAVE      APPROX. 5.7 KM 0700327.5 |
 LC0923| LC0924 DEER RM 2                            12.954 METERS 08751     |
 LC0923| LC1889 COOPER CINC PLINE MICROWAVE         APPROX. 6.1 KM 2795635.9 |
 LC0923| LC0922 DEER RM 1                            31.162 METERS 34939     |
 LC0923| LC0921 DEER AZ MK                                         3574031.5 |
 LC0923| LC1887 RISSER                              APPROX. 7.3 KM 3595309.8 |
 LC0923|---------------------------------------------------------------------|
 LC0923
 LC0923                          SUPERSEDED SURVEY CONTROL
 LC0923
 LC0923  NAD 83(1986)-  40 37 26.53470(N)    089 20 01.35918(W) AD(       ) 2
 LC0923  NAD 27      -  40 37 26.39910(N)    089 20 01.04230(W) AD(       ) 2
 LC0923  NGVD 29 (??/??/92)  230.142  (m)          755.06   (f) ADJ UNCH    2 0
 LC0923
 LC0923.Superseded values are not recommended for survey control.
 LC0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0923.See file dsdata.txt to determine how the superseded data were derived.
 LC0923
 LC0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0261299641(NAD 83)
 LC0923_MARKER: DS = TRIANGULATION STATION DISK
 LC0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0923_STAMPING: DEER 1959
 LC0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0923+STABILITY: SURFACE MOTION
 LC0923
 LC0923  HISTORY     - Date     Condition        Report By
 LC0923  HISTORY     - 1959     MONUMENTED       CGS
 LC0923  HISTORY     - 1959     GOOD             CGS
 LC0923  HISTORY     - 1988     GOOD             USPSQD
 LC0923
 LC0923                          STATION DESCRIPTION
 LC0923
 LC0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0923'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE TOWN OF
 LC0923'DEER CREEK ON PROPERTY OWNED BY THE CITY.
 LC0923'
 LC0923'TO REACH THE STATION FROM THE POST OFFICE IN DEER CREEK,
 LC0923'GO SOUTH ON THE FIRST STREET WEST OF THE POST OFFICE FOR 0.2
 LC0923'MILE, TURN RIGHT AND GO WEST FOR 0.05 MILE TO A T-ROAD, TURN
 LC0923'LEFT AND GO SOUTH TO THE END OF THE STREET AND THE STATION.
 LC0923'
 LC0923'STATION MARK, A STANDARD DISK STAMPED DEER 1959, IS SET IN
 LC0923'A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LC0923'OF THE GROUND.  THE MARK IS 72 FEET SOUTHWEST OF THE SOUTHWEST
 LC0923'CORNER OF MR. HAROLD SIMMONS HOUSE, 69 FEET SOUTHEAST OF THE
 LC0923'SOUTHEAST CORNER OF MR. ED PAYNES HOUSE, 19 FEET SOUTH OF THE
 LC0923'END OF THE BLACKTOP AND 1.8 FEET EAST OF A WITNESS POST.
 LC0923'
 LC0923'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED DEER NO.
 LC0923'1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS
 LC0923'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 48.4 FEET
 LC0923'NORTHEAST OF THE NORTHEAST CORNER OF MR. ED PAYNES HOUSE,
 LC0923'17 FEET WEST OF THE APPROXIMATE CENTER OF THE STREET AND 12.4
 LC0923'FEET SOUTH OF A POWER POLE.
 LC0923'
 LC0923'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED DEER NO. 2
 LC0923'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0923'2 INCHES.  THE MARK IS 52 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 LC0923'CORNER OF MR. HAROLD SIMMONS HOUSE AND 2 FEET NORTH OF THE
 LC0923'FENCE LINE.
 LC0923'
 LC0923'AZIMUTH MARK, A STANDARD DISK STAMPED DEER 1959, IS SET
 LC0923'IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LC0923'SURFACE OF THE GROUND.  THE MARK IS 88.5 FEET SOUTH OF THE
 LC0923'SOUTH RAIL OF THE RAILROAD TRACK, 47.8 FEET NORTHWEST OF
 LC0923'A FIRE HYDRANT, 37 FEET NORTHWEST OF THE APPROXIMATE CENTER
 LC0923'OF THE CURVE IN THE STREET, 5 FEET EAST OF A TELEPHONE POLE
 LC0923'AND 1.4 FEET WEST OF A WITNESS POST.
 LC0923'
 LC0923'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LC0923'BLACKTOP STREET FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT
 LC0923'AS DESCRIBED.
 LC0923
 LC0923                          STATION RECOVERY (1959)
 LC0923
 LC0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0923'0.3 MI SW FROM DEER CREEK.
 LC0923'ABOUT 0.15 MILES SOUTH ALONG AN ASPHALT STREET FROM THE POST
 LC0923'OFFICE AT DEER CREEK, THENCE 0.05 MILES WEST ALONG A STREET,
 LC0923'THENCE 0.1 MILES SOUTH ALONG AN ASPHALT STREET TO ITS DEAD END,
 LC0923'1/2 FOOT NORTH OF A FENCE, 62 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 LC0923'CORNER OF A HOUSE, 69 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 LC0923'CORNER OF A HOUSE, 2 FEET WEST OF THE EXTENED CENTER LINE OF
 LC0923'THE ROAD, 1.7 FEET EAST-NORTHEAST OF A METAL WITNESS POST, ABOUT
 LC0923'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0923'PROJECTING 1 INCH.
 LC0923
 LC0923                          STATION RECOVERY (1988)
 LC0923
 LC0923'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1111 ***********************************************************************
 LC1111  DESIGNATION -  DEER 2
 LC1111  PID         -  LC1111
 LC1111  STATE/COUNTY-  IL/LOGAN
 LC1111  USGS QUAD   -  LINCOLN EAST (1980)
 LC1111
 LC1111                         *CURRENT SURVEY CONTROL
 LC1111  ___________________________________________________________________
 LC1111* NAD 83(1997)-  40 07 30.35953(N)    089 20 23.96959(W)     ADJUSTED  
 LC1111* NAVD 88     -       181.96   (meters)     597.0    (feet)  RESET     
 LC1111  ___________________________________________________________________
 LC1111  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LC1111  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC1111
 LC1111  HORZ ORDER  -  THIRD
 LC1111  VERT ORDER  -  THIRD
 LC1111
 LC1111.The horizontal coordinates were established by classical geodetic methods
 LC1111.and adjusted by the National Geodetic Survey in October 1999..
 LC1111.No horizontal observational check was made to the station.
 LC1111
 LC1111.The orthometric height was computed from unverified reset data.
 LC1111
 LC1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1111
 LC1111.The geoid height was determined by GEOID03.
 LC1111
 LC1111;                    North         East     Units Scale Factor Converg.
 LC1111;SPC IL W     -   384,205.145   770,460.259   MT  1.00000227   +0 31 58.0
 LC1111;SPC IL W     - 1,260,513.05  2,527,751.70   sFT  1.00000227   +0 31 58.0
 LC1111;UTM  16      - 4,444,266.946   300,614.503   MT  1.00008941   -1 30 30.7
 LC1111
 LC1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1111!SPC IL W     -   0.99997655  x   1.00000227  =   0.99997882
 LC1111!UTM  16      -   0.99997655  x   1.00008941  =   1.00006596
 LC1111
 LC1111|---------------------------------------------------------------------|
 LC1111| PID    Reference Object                     Distance      Geod. Az  |
 LC1111|                                                           dddmmss.s |
 LC1111| LC1110 DEER                                  9.532 METERS 06124     |
 LC1111| CI6890 DEER 2 AZ MK                                       1453748.0 |
 LC1111| LC1113 DEER 2 RM 3                           7.720 METERS 14700     |
 LC1111| LC1916 LINCOLN ST MARYS CATH CH SPIRE      APPROX. 3.4 KM 3132213.8 |
 LC1111| LC1114 DEER 2 RM 4                           6.137 METERS 32609     |
 LC1111|---------------------------------------------------------------------|
 LC1111
 LC1111                          SUPERSEDED SURVEY CONTROL
 LC1111
 LC1111  NAD 83(1986)-  40 07 30.37185(N)    089 20 23.96509(W) AD(       ) 3
 LC1111  NAD 27      -  40 07 30.21757(N)    089 20 23.61486(W) AD(       ) 3
 LC1111  NGVD 29 (07/19/86)  182.05   (m)          597.3    (f) LEVELING    3  
 LC1111
 LC1111.Superseded values are not recommended for survey control.
 LC1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1111.See file dsdata.txt to determine how the superseded data were derived.
 LC1111
 LC1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0061544267(NAD 83)
 LC1111_MARKER: DS = TRIANGULATION STATION DISK
 LC1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1111_STAMPING: DEER 2 1971
 LC1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1111+STABILITY: SURFACE MOTION
 LC1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1111+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 LC1111
 LC1111  HISTORY     - Date     Condition        Report By
 LC1111  HISTORY     - 1971     MONUMENTED       NGS
 LC1111  HISTORY     - 1971     GOOD             NGS
 LC1111  HISTORY     - 20040318 GOOD             CHAST
 LC1111
 LC1111                          STATION DESCRIPTION
 LC1111
 LC1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LC1111'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ABOUT 2 MILES
 LC1111'SOUTHEAST OF LINCOLN, 69 FEET SOUTHWEST OF THE CENTERLINE
 LC1111'OF STATE HIGHWAY 121 AND 1 FOOT NORTHWEST OF A METAL WITNESS
 LC1111'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LC1111'DEER 2 1971.
 LC1111'
 LC1111'TO REACH THE STATION FROM THE CHESTER EAST LINCOLN SCHOOL
 LC1111'AT THE SOUTHEAST EDGE OF LINCOLN, GO SOUTHEAST ON STATE
 LC1111'HIGHWAY 121 FOR 1.0 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 LC1111'SOUTHEAST ON THE HIGHWAY FOR 0.5 MILE TO THE SOUTH END OF A
 LC1111'CONCRETE BRIDGE AND THE AZIMUTH MARK ON THE LEFT.
 LC1111'
 LC1111'REFERENCE MARK 3 IS 66 FEET SOUTHWEST OF THE CENTERLINE
 LC1111'OF THE HIGHWAY AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 LC1111'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DEER
 LC1111'2 NO 3 1971.
 LC1111'
 LC1111'REFERENCE MARK 4 IS 69 FEET SOUTHWEST OF THE CENTERLINE OF
 LC1111'THE HIGHWAY AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 LC1111'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DEER
 LC1111'2 NO 4 1971.
 LC1111'
 LC1111'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEER 2 1971,
 LC1111'SET IN A DRILL HOLE IN THE SOUTHEAST CONCRETE GUARD RAIL OF
 LC1111'THE BRIDGE, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 LC1111'22.8 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 LC1111'4 INCHES NORTH OF THE SOUTH END OF THE RAIL.
 LC1111'
 LC1111'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC1111
 LC1111                          STATION RECOVERY (1971)
 LC1111
 LC1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LC1111'2 MI SE FROM LINCOLN.
 LC1111'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE CHESTER EAST
 LC1111'LINCOLN SCHOOL AT THE SOUTHEAST EDGE OF LINCOLN, 69 FEET SOUTHWEST
 LC1111'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A METAL
 LC1111'WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LC1111'2 INCHES.
 LC1111
 LC1111                          STATION RECOVERY (2004)
 LC1111
 LC1111'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JRA)
 LC1111'RECOVERED AS DESCRIBED, REFERENCE MARKS 3 AND 4 WAS RECOVED IN GOOD
 LC1111'CONDITION BUT THEIR WITNESS POSTS ARE MISSING, NO SEARCH WAS DONE FOR
 LC1111'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1113 ***********************************************************************
 LC1113  DESIGNATION -  DEER 2 RM 3
 LC1113  PID         -  LC1113
 LC1113  STATE/COUNTY-  IL/LOGAN
 LC1113  USGS QUAD   -  LINCOLN EAST (1980)
 LC1113
 LC1113                         *CURRENT SURVEY CONTROL
 LC1113  ___________________________________________________________________
 LC1113* NAD 83(1986)-  40 07 30.     (N)    089 20 22.     (W)     SCALED    
 LC1113* NAVD 88     -       181.98   (meters)     597.0    (feet)  RESET     
 LC1113  ___________________________________________________________________
 LC1113  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LC1113
 LC1113  VERT ORDER  -  THIRD
 LC1113
 LC1113.The horizontal coordinates were scaled from a topographic map and have
 LC1113.an estimated accuracy of +/- 6 seconds.
 LC1113
 LC1113.The orthometric height was computed from unverified reset data.
 LC1113
 LC1113.The geoid height was determined by GEOID03.
 LC1113
 LC1113;                    North         East    Units  Estimated Accuracy
 LC1113;SPC IL W     -   384,190.      770,510.      MT  (+/- 180 meters Scaled)
 LC1113
 LC1113                          SUPERSEDED SURVEY CONTROL
 LC1113
 LC1113.No superseded survey control is available for this station.
 LC1113
 LC1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK006442(NAD 83)
 LC1113_MARKER: DR = REFERENCE MARK DISK
 LC1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1113_STAMPING: DEER 2 NO 3 1971
 LC1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1113+STABILITY: SURFACE MOTION
 LC1113
 LC1113  HISTORY     - Date     Condition        Report By
 LC1113  HISTORY     - 1971     MONUMENTED       NGS
 LC1113
 LC1113                          STATION DESCRIPTION
 LC1113
 LC1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LC1113'2 MI SE FROM LINCOLN.
 LC1113'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE CHESTER EAST
 LC1113'LINCOLN SCHOOL AT THE SOUTHEAST
 LC1113'EDGE OF LINCOLN, 69 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LC1113'1 FOOT NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 LC1113'ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1114 ***********************************************************************
 LC1114  DESIGNATION -  DEER 2 RM 4
 LC1114  PID         -  LC1114
 LC1114  STATE/COUNTY-  IL/LOGAN
 LC1114  USGS QUAD   -  LINCOLN EAST (1980)
 LC1114
 LC1114                         *CURRENT SURVEY CONTROL
 LC1114  ___________________________________________________________________
 LC1114* NAD 83(1986)-  40 07 31.     (N)    089 20 24.     (W)     SCALED    
 LC1114* NAVD 88     -       182.03   (meters)     597.2    (feet)  RESET     
 LC1114  ___________________________________________________________________
 LC1114  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC1114
 LC1114  VERT ORDER  -  THIRD
 LC1114
 LC1114.The horizontal coordinates were scaled from a topographic map and have
 LC1114.an estimated accuracy of +/- 6 seconds.
 LC1114
 LC1114.The orthometric height was computed from unverified reset data.
 LC1114
 LC1114.The geoid height was determined by GEOID03.
 LC1114
 LC1114;                    North         East    Units  Estimated Accuracy
 LC1114;SPC IL W     -   384,230.      770,460.      MT  (+/- 180 meters Scaled)
 LC1114
 LC1114                          SUPERSEDED SURVEY CONTROL
 LC1114
 LC1114.No superseded survey control is available for this station.
 LC1114
 LC1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK006442(NAD 83)
 LC1114_MARKER: DR = REFERENCE MARK DISK
 LC1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1114_STAMPING: DEER 2 NO 4 1971
 LC1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1114+STABILITY: SURFACE MOTION
 LC1114
 LC1114  HISTORY     - Date     Condition        Report By
 LC1114  HISTORY     - 1971     MONUMENTED       NGS
 LC1114
 LC1114                          STATION DESCRIPTION
 LC1114
 LC1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LC1114'2 MI SE FROM LINCOLN.
 LC1114'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 121 FROM THE CHESTER EAST
 LC1114'LINCOLN SCHOOL, AT THE SOUTHEAST EDGE OF LINCOLN, 69 FEET SOUTHWEST
 LC1114'OF THE CENTERLINE OF THE HIGHWAY 1 FOOT SOUTHEAST OF A METAL
 LC1114'WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LC1114'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0921 ***********************************************************************
 LC0921  DESIGNATION -  DEER AZ MK
 LC0921  PID         -  LC0921
 LC0921  STATE/COUNTY-  IL/TAZEWELL
 LC0921  USGS QUAD   -  EUREKA (1979)
 LC0921
 LC0921                         *CURRENT SURVEY CONTROL
 LC0921  ___________________________________________________________________
 LC0921* NAD 83(1986)-  40 37 35.     (N)    089 20 02.     (W)     SCALED    
 LC0921* NAVD 88     -       230.153  (meters)     755.09   (feet)  ADJUSTED  
 LC0921  ___________________________________________________________________
 LC0921  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC0921  DYNAMIC HT  -         230.046 (meters)     754.74  (feet)  COMP
 LC0921  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 LC0921
 LC0921  VERT ORDER  -  SECOND    CLASS 0
 LC0921
 LC0921.The horizontal coordinates were scaled from a topographic map and have
 LC0921.an estimated accuracy of +/- 6 seconds.
 LC0921
 LC0921.The orthometric height was determined by differential leveling
 LC0921.and adjusted by the National Geodetic Survey in June 1991..
 LC0921
 LC0921.The geoid height was determined by GEOID03.
 LC0921
 LC0921.The dynamic height is computed by dividing the NAVD 88
 LC0921.geopotential number by the normal gravity value computed on the
 LC0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0921.degrees latitude (g = 980.6199 gals.).
 LC0921
 LC0921.The modeled gravity was interpolated from observed gravity values.
 LC0921
 LC0921;                    North         East    Units  Estimated Accuracy
 LC0921;SPC IL W     -   439,870.      770,460.      MT  (+/- 180 meters Scaled)
 LC0921
 LC0921                          SUPERSEDED SURVEY CONTROL
 LC0921
 LC0921  NGVD 29 (??/??/92)  230.227  (m)          755.34   (f) ADJ UNCH    2 0
 LC0921
 LC0921.Superseded values are not recommended for survey control.
 LC0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0921.See file dsdata.txt to determine how the superseded data were derived.
 LC0921
 LC0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK026999(NAD 83)
 LC0921_MARKER: DZ = AZIMUTH MARK DISK
 LC0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0921_STAMPING: DEER 1959
 LC0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0921+STABILITY: SURFACE MOTION
 LC0921
 LC0921  HISTORY     - Date     Condition        Report By
 LC0921  HISTORY     - 1959     MONUMENTED       CGS
 LC0921  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0921
 LC0921                          STATION DESCRIPTION
 LC0921
 LC0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0921'0.1 MI SW FROM DEER CREEK.
 LC0921'ABOUT 0.05 MILES SOUTH ALONG ASPHALT ROAD FROM THE POST OFFICE
 LC0921'AT DEER CREEK, THENCE 0.05 MILES WEST ALONG AN ASPHALT STREET,
 LC0921'AT THE OUTSIDE OF A CURVE IN THE STREET WITH TANGENTS TO THE
 LC0921'SOUTH AND EAST, 7 FEET NORTH OF THE EXTENDED CENTER LINE OF THE
 LC0921'ROAD EAST, 15 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 LC0921'STREET SOUTH, 78 1/2 FEET WEST-NORTHWEST AND ACROSS THE ROAD
 LC0921'FROM THE NORTHWEST CORNER OF A HOUSE, 5 FEET EAST OF A TELEPHONE
 LC0921'POLE, 47 FEET WEST-NORTHWEST OF A FIRE HYDRANT, 1.4 FEET WEST
 LC0921'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 LC0921'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0921
 LC0921                          STATION RECOVERY (1988)
 LC0921
 LC0921'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0922 ***********************************************************************
 LC0922  DESIGNATION -  DEER RM 1
 LC0922  PID         -  LC0922
 LC0922  STATE/COUNTY-  IL/TAZEWELL
 LC0922  USGS QUAD   -  MACKINAW (1979)
 LC0922
 LC0922                         *CURRENT SURVEY CONTROL
 LC0922  ___________________________________________________________________
 LC0922* NAD 83(1986)-  40 37 26.     (N)    089 20 01.     (W)     SCALED    
 LC0922* NAVD 88     -       229.761  (meters)     753.81   (feet)  ADJUSTED  
 LC0922  ___________________________________________________________________
 LC0922  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC0922  DYNAMIC HT  -         229.654 (meters)     753.46  (feet)  COMP
 LC0922  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 LC0922
 LC0922  VERT ORDER  -  SECOND    CLASS 0
 LC0922
 LC0922.The horizontal coordinates were scaled from a topographic map and have
 LC0922.an estimated accuracy of +/- 6 seconds.
 LC0922
 LC0922.The orthometric height was determined by differential leveling
 LC0922.and adjusted by the National Geodetic Survey in June 1991..
 LC0922
 LC0922.The geoid height was determined by GEOID03.
 LC0922
 LC0922.The dynamic height is computed by dividing the NAVD 88
 LC0922.geopotential number by the normal gravity value computed on the
 LC0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0922.degrees latitude (g = 980.6199 gals.).
 LC0922
 LC0922.The modeled gravity was interpolated from observed gravity values.
 LC0922
 LC0922;                    North         East    Units  Estimated Accuracy
 LC0922;SPC IL W     -   439,590.      770,480.      MT  (+/- 180 meters Scaled)
 LC0922
 LC0922                          SUPERSEDED SURVEY CONTROL
 LC0922
 LC0922  NGVD 29 (??/??/92)  229.834  (m)          754.05   (f) ADJ UNCH    2 0
 LC0922
 LC0922.Superseded values are not recommended for survey control.
 LC0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0922.See file dsdata.txt to determine how the superseded data were derived.
 LC0922
 LC0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK026996(NAD 83)
 LC0922_MARKER: DR = REFERENCE MARK DISK
 LC0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0922_STAMPING: DEER NO 1 1959
 LC0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0922+STABILITY: SURFACE MOTION
 LC0922
 LC0922  HISTORY     - Date     Condition        Report By
 LC0922  HISTORY     - 1959     MONUMENTED       CGS
 LC0922  HISTORY     - 1988     GOOD             USPSQD
 LC0922
 LC0922                          STATION DESCRIPTION
 LC0922
 LC0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0922'0.3 MI SW FROM DEER CREEK.
 LC0922'ABOUT 0.15 MILES SOUTH ALONG AN ASPHALT STREET FROM THE POST
 LC0922'OFFICE AT DEER CREEK, THENCE 0.05 MILES WEST ALONG A STREET,
 LC0922'THENCE 0.1 MILE SOUTH ALONG A STREET TO ITS DEAD END, 17 FEET
 LC0922'WEST OF THE CENTER LINE OF THE ROAD, 48 1/2 FEET NORTHEAST OF
 LC0922'THE NORTHEAST CORNER OF A HOUSE, 69 FEET WEST-NORTHWEST AND
 LC0922'ACROSS THE STREET FROM THE NORTHWEST CORNER OF A HOUSE, 12 FEET
 LC0922'SOUTH OF A POWER POLE WITH A STREET LIGHT, 102.3 FEET
 LC0922'NORTH-NORTHWEST OF TRIANGULATION STATION DEER, 102.5 FEET
 LC0922'NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW
 LC0922'THE LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST
 LC0922'FLUSH WITH THE GROUND.
 LC0922
 LC0922                          STATION RECOVERY (1988)
 LC0922
 LC0922'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0924 ***********************************************************************
 LC0924  DESIGNATION -  DEER RM 2
 LC0924  PID         -  LC0924
 LC0924  STATE/COUNTY-  IL/TAZEWELL
 LC0924  USGS QUAD   -  MACKINAW (1979)
 LC0924
 LC0924                         *CURRENT SURVEY CONTROL
 LC0924  ___________________________________________________________________
 LC0924* NAD 83(1986)-  40 37 26.     (N)    089 20 01.     (W)     SCALED    
 LC0924* NAVD 88     -       229.856  (meters)     754.12   (feet)  ADJUSTED  
 LC0924  ___________________________________________________________________
 LC0924  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC0924  DYNAMIC HT  -         229.749 (meters)     753.77  (feet)  COMP
 LC0924  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 LC0924
 LC0924  VERT ORDER  -  SECOND    CLASS 0
 LC0924
 LC0924.The horizontal coordinates were scaled from a topographic map and have
 LC0924.an estimated accuracy of +/- 6 seconds.
 LC0924
 LC0924.The orthometric height was determined by differential leveling
 LC0924.and adjusted by the National Geodetic Survey in June 1991..
 LC0924
 LC0924.The geoid height was determined by GEOID03.
 LC0924
 LC0924.The dynamic height is computed by dividing the NAVD 88
 LC0924.geopotential number by the normal gravity value computed on the
 LC0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0924.degrees latitude (g = 980.6199 gals.).
 LC0924
 LC0924.The modeled gravity was interpolated from observed gravity values.
 LC0924
 LC0924;                    North         East    Units  Estimated Accuracy
 LC0924;SPC IL W     -   439,590.      770,480.      MT  (+/- 180 meters Scaled)
 LC0924
 LC0924                          SUPERSEDED SURVEY CONTROL
 LC0924
 LC0924  NGVD 29 (??/??/92)  229.929  (m)          754.36   (f) ADJ UNCH    2 0
 LC0924
 LC0924.Superseded values are not recommended for survey control.
 LC0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0924.See file dsdata.txt to determine how the superseded data were derived.
 LC0924
 LC0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK026996(NAD 83)
 LC0924_MARKER: DR = REFERENCE MARK DISK
 LC0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0924_STAMPING: DEER NO 2 1959
 LC0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0924+STABILITY: SURFACE MOTION
 LC0924
 LC0924  HISTORY     - Date     Condition        Report By
 LC0924  HISTORY     - 1959     MONUMENTED       CGS
 LC0924  HISTORY     - 1988     GOOD             USPSQD
 LC0924
 LC0924                          STATION DESCRIPTION
 LC0924
 LC0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0924'0.3 MI SW FROM DEER CREEK.
 LC0924'ABOUT 0.15 MILES SOUTH ALONG AN ASPHALT STREET FROM THE POST
 LC0924'OFFICE AT DEER CREEK, THENCE 0.05 MILES WEST ALONG A STREET,
 LC0924'THENCE 0.1 MILE SOUTH ALONG AN ASPHALT STREET TO ITS DEAD END,
 LC0924'40 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD, 40 1/2
 LC0924'FEET SOUTH OF THE EXTENDED CENTER LINE OF A DRIVEWAY TO A
 LC0924'GARAGE, 36 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LC0924'GARAGE, 2 FEET NORTH OF A FENCE, 42.5 FEET EAST OF TRIANGULATION
 LC0924'STATION DEER, 44.2 FEET EAST OF A METAL WITNESS POST, ABOUT
 LC0924'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0924'PROJECTING 2 INCHES.
 LC0924
 LC0924                          STATION RECOVERY (1988)
 LC0924
 LC0924'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0519 ***********************************************************************
 NG0519  DESIGNATION -  DEERFIELD
 NG0519  PID         -  NG0519
 NG0519  STATE/COUNTY-  IL/LAKE
 NG0519  USGS QUAD   -  HIGHLAND PARK (1993)
 NG0519
 NG0519                         *CURRENT SURVEY CONTROL
 NG0519  ___________________________________________________________________
 NG0519* NAD 83(1997)-  42 09 48.49324(N)    087 50 46.50042(W)     ADJUSTED  
 NG0519* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 NG0519  ___________________________________________________________________
 NG0519  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 NG0519  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NG0519
 NG0519  HORZ ORDER  -  SECOND
 NG0519
 NG0519.The horizontal coordinates were established by classical geodetic methods
 NG0519.and adjusted by the National Geodetic Survey in October 1999..
 NG0519
 NG0519.The orthometric height was scaled from a topographic map.
 NG0519
 NG0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0519
 NG0519.The geoid height was determined by GEOID03.
 NG0519
 NG0519;                    North         East     Units Scale Factor Converg.
 NG0519;SPC IL E     -   610,374.448   340,250.807   MT  0.99999493   +0 19 37.0
 NG0519;SPC IL E     - 2,002,536.83  1,116,306.19   sFT  0.99999493   +0 19 37.0
 NG0519;UTM  16      - 4,668,272.950   430,094.983   MT  0.99966013   -0 34 05.0
 NG0519
 NG0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0519!SPC IL E     -   0.99997209  x   0.99999493  =   0.99996702
 NG0519!UTM  16      -   0.99997209  x   0.99966013  =   0.99963222
 NG0519
 NG0519|---------------------------------------------------------------------|
 NG0519| PID    Reference Object                     Distance      Geod. Az  |
 NG0519|                                                           dddmmss.s |
 NG0519| NG0520 DEERFIELD 2                          29.930 METERS 05450     |
 NG0519| NG0498 WILMETTE BAHAI HOUSE WORSHIP        APPROX.16.6 KM 1262317.1 |
 NG0519| NG0533 AIRPORT BEACON GLENVIEW NAS         APPROX. 8.4 KM 1675655.1 |
 NG0519| NG0518 N BROOK N SHORE GAS CO TANK         APPROX. 1.3 KM 1685323.8 |
 NG0519| NG0517 RNG NAVAL GLENVIEW RADIO NBU        APPROX. 4.1 KM 1983121.6 |
 NG0519| CI8522 DEERFIELD RM 1                       27.053 METERS 25031     |
 NG0519| CI8521 DEERFIELD AZ MK                                    2730207.1 |
 NG0519| CI8523 DEERFIELD RM 2                       27.033 METERS 28935     |
 NG0519| NG0611 LIBERTYVILLE MUNICIPAL TANK         APPROX.16.5 KM 3270237.4 |
 NG0519|---------------------------------------------------------------------|
 NG0519
 NG0519                          SUPERSEDED SURVEY CONTROL
 NG0519
 NG0519  NAD 83(1997)-  42 09 48.49324(N)    087 50 46.50105(W) AD(       ) 2
 NG0519  NAD 83(1997)-  42 09 48.49408(N)    087 50 46.51441(W) AD(       ) 2
 NG0519  NAD 83(1986)-  42 09 48.49563(N)    087 50 46.51548(W) AD(       ) 2
 NG0519  NAD 27      -  42 09 48.39610(N)    087 50 46.26840(W) AD(       ) 2
 NG0519
 NG0519.Superseded values are not recommended for survey control.
 NG0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0519.See file dsdata.txt to determine how the superseded data were derived.
 NG0519
 NG0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3009568273(NAD 83)
 NG0519_MARKER: DS = TRIANGULATION STATION DISK
 NG0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0519
 NG0519  HISTORY     - Date     Condition        Report By
 NG0519  HISTORY     - 1954     MONUMENTED       CGS
 NG0519  HISTORY     - 1956     GOOD             CGS
 NG0519
 NG0519                          STATION DESCRIPTION
 NG0519
 NG0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0519'STATION IS LOCATED IN THE SOUTH SECTION OF DEERFIELD ON THE PROPERTY
 NG0519'OF HERMAN KRAUSE.  IT IS 54
 NG0519'FEET SOUTHWEST OF THE INTERSECTION OF PETTIS AVENUE AND CENTRAL
 NG0519'AVENUE, 44 FEET SOUTH OF THE CENTER OF
 NG0519'CENTRAL AVENUE, 28 FEET SOUTH OF A POWER LINE POLE
 NG0519'NO. 1827, 14 FEET SOUTH OF THE SOUTH EDGE OF A
 NG0519'SIDE WALK, 13 FEET SOUTHEAST OF A 24
 NG0519'INCH ELM TREE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 NG0519'MARK IS FLUSH AND THE DISK IS
 NG0519'STAMPED DEERFIELD 1954.
 NG0519'
 NG0519'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF CENTRAL AVE., 20 FEET EAST
 NG0519'OF PETTIS AVE. AND 6
 NG0519'INCHES NORTH OF THE NORTH EDGE OF A SIDE WALK.  THE MARK IS FLUSH AND
 NG0519'THE DISK IS STAMPED DEERFIELD NO
 NG0519'1 1954.
 NG0519'
 NG0519'REFERENCE MARK NO. 2 IS 17 FEET EAST OF A POWER LINE POLE AND 14 FEET
 NG0519'SOUTH OF THE CENTER OF
 NG0519'CENTRAL AVE.  THE MARK IS FLUSH AND THE DISK IS STAMPED DEERFIELD NO
 NG0519'2 1954.
 NG0519'
 NG0519'NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 NG0519'
 NG0519'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NG0519
 NG0519                          STATION RECOVERY (1956)
 NG0519
 NG0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0519'THE STATION MARK, R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 NG0519'DIRECTION TO R.M. 1 DID NOT
 NG0519'CHECK WITH THE ORIGINAL OBSERVATIONS BY 2 MINUTES.  THE DIRECTION TO
 NG0519'R.M. 2 COULD NOT BE TAKEN FROM THE TOP
 NG0519'OF THE TOWER, DUE TO A LARGE TREE ON LINE.  A GROUND SET
 NG0519'UP WAS MADE AND THE ANGLE BETWEEN THE REFERENCE
 NG0519'MARKS CHECKED.  THE DISTANCES TO R.M. 1
 NG0519'AND 2 WERE FOUND TO BE 0.06 FOOT AND 0.07 FOOT SHORTER
 NG0519'RESPECTIVELY, THAN THE ORIGINAL
 NG0519'MEASURMENTS.  ALL OF THE REFERENCE POINTS MENTIONED IN THE ORIGINAL
 NG0519'DESCRIPTION TO THE STATION MARK AND
 NG0519'THE REFERENCE MARKS ARE STILL PRESENT.
 NG0519'
 NG0519'DUE TO THE CONSTRUCTION OF A NEW BUILDING, THE STATION MARK, R.M. 1
 NG0519'AND 2 ARE BEING DESTROYED AT
 NG0519'THIS TIME.  THERE WAS NO AZIMUTH MARK ESTABLISHED IN 1954.  A NEW
 NG0519'STATION MARK DEERFIELD 2 1956. R.M. 3
 NG0519'AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 NG0519'
 NG0519'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0520 ***********************************************************************
 NG0520  DESIGNATION -  DEERFIELD 2
 NG0520  PID         -  NG0520
 NG0520  STATE/COUNTY-  IL/LAKE
 NG0520  USGS QUAD   -  HIGHLAND PARK (1993)
 NG0520
 NG0520                         *CURRENT SURVEY CONTROL
 NG0520  ___________________________________________________________________
 NG0520* NAD 83(1997)-  42 09 49.05203(N)    087 50 45.43463(W)     ADJUSTED  
 NG0520* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 NG0520  ___________________________________________________________________
 NG0520  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 NG0520  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NG0520
 NG0520  HORZ ORDER  -  SECOND
 NG0520
 NG0520.The horizontal coordinates were established by classical geodetic methods
 NG0520.and adjusted by the National Geodetic Survey in October 1999..
 NG0520
 NG0520.The orthometric height was scaled from a topographic map.
 NG0520
 NG0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0520
 NG0520.The geoid height was determined by GEOID03.
 NG0520
 NG0520;                    North         East     Units Scale Factor Converg.
 NG0520;SPC IL E     -   610,391.829   340,275.174   MT  0.99999495   +0 19 37.8
 NG0520;SPC IL E     - 2,002,593.86  1,116,386.13   sFT  0.99999495   +0 19 37.8
 NG0520;UTM  16      - 4,668,289.942   430,119.610   MT  0.99966008   -0 34 04.3
 NG0520
 NG0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0520!SPC IL E     -   0.99997209  x   0.99999495  =   0.99996704
 NG0520!UTM  16      -   0.99997209  x   0.99966008  =   0.99963217
 NG0520
 NG0520|---------------------------------------------------------------------|
 NG0520| PID    Reference Object                     Distance      Geod. Az  |
 NG0520|                                                           dddmmss.s |
 NG0520| CI8525 DEERFIELD 2 RM 3                      7.848 METERS 16330     |
 NG0520| NG0519 DEERFIELD                            29.930 METERS 23450     |
 NG0520| CI8524 DEERFIELD 2 AZ MK                                  2712915.1 |
 NG0520| CI8526 DEERFIELD 2 RM 4                     22.633 METERS 27156     |
 NG0520|---------------------------------------------------------------------|
 NG0520
 NG0520                          SUPERSEDED SURVEY CONTROL
 NG0520
 NG0520  NAD 83(1997)-  42 09 49.05203(N)    087 50 45.43525(W) AD(       ) 2
 NG0520  NAD 83(1997)-  42 09 49.05287(N)    087 50 45.44862(W) AD(       ) 2
 NG0520  NAD 83(1986)-  42 09 49.05442(N)    087 50 45.44969(W) AD(       ) 2
 NG0520  NAD 27      -  42 09 48.95490(N)    087 50 45.20260(W) AD(       ) 2
 NG0520
 NG0520.Superseded values are not recommended for survey control.
 NG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0520.See file dsdata.txt to determine how the superseded data were derived.
 NG0520
 NG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3012068290(NAD 83)
 NG0520_MARKER: DS = TRIANGULATION STATION DISK
 NG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0520
 NG0520  HISTORY     - Date     Condition        Report By
 NG0520  HISTORY     - 1956     MONUMENTED       CGS
 NG0520  HISTORY     - 1969     GOOD             CGS
 NG0520  HISTORY     - 1971     GOOD             ILHD
 NG0520  HISTORY     - 19901125 GOOD             USPSQD
 NG0520  HISTORY     - 19931003 GOOD             USPSQD
 NG0520
 NG0520                          STATION DESCRIPTION
 NG0520
 NG0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0520'STATION IS LOCATED IN THE SOUTH SECTION OF DEERFIELD AT THE
 NG0520'INTERSECTION OF PETTIS
 NG0520'AND CENTRAL AVENUES AND IS ON CITY PROPERTY.  IT IS 84 FEET NORTHWEST
 NG0520'OF THE NORTHWEST CORNER OF A
 NG0520'FRAME HOUSE, NO. 713 CENTRAL AVENUE, 57 FEET NORTHEAST OF THE
 NG0520'INTERSECTION, 14 FEET SOUTH OF THE SOUTH
 NG0520'EDGE OF A SIDEWALK AND 13 FEET NORTH OF THE
 NG0520'CENTER OF CENTRAL AVENUE.  THE MARK IS FLUSH AND THE DISK
 NG0520'IS STAMPED DEERFIELD 2 1956.
 NG0520'
 NG0520'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PETTIS AVENUE
 NG0520'FOR 0.05 MILE TO OSTERMAN
 NG0520'AVENUE.  TURN LEFT ON OSTERMAN AVENUE AND GO WEST FOR 0.45 MILE TO
 NG0520'JONQUIL AVENUE.  TURN LEFT AND GO
 NG0520'SOUTH ON JONQUIL AVENUE FOR 0.05 MILE TO CENTRAL
 NG0520'AVENUE AND THE AZIMUTH MARK AS DESCRIBED.
 NG0520'
 NG0520'REFERENCE MARK 3 IS 59 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NG0520'FRAME HOUSE, 14 FEET NORTH OF
 NG0520'THE NORTH EDGE OF A SIDEWALK AND 11 FEET SOUTH OF THE CENTER OF
 NG0520'CENTRAL AVENUE.  THE MARK IS FLUSH
 NG0520'AND THE DISK IS STAMPED DEERFIELD 2 NO 3 1956.
 NG0520'
 NG0520'REFERENCE MARK 4 IS 26 FEET NORTHWEST OF THE INTERSECTION, 22 FEET
 NG0520'WEST OF PETTIS AVENUE AND 15
 NG0520'FEET NORTH OF THE CENTER OF CENTRAL AVENUE.  THE MARK IS FLUSH AND
 NG0520'THE DISK IS STAMPED DEERFIELD 2
 NG0520'NO 4 1956.
 NG0520'
 NG0520'AZIMUTH MARK IS 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 NG0520'HOUSE, 29 FEET NORTHWEST OF
 NG0520'THE INTERSECTION OF CENTRAL AND JONQUIL AVENUES, 21 FEET WEST OF THE
 NG0520'CENTER OF JONQUIL AVENUE, 18 FEET
 NG0520'NORTH OF THE CENTER OF CENTRAL AVENUE AND IS ON
 NG0520'PROPERTY OWNED BY MR. EDWARD KUSSLER.  THE MARK IS
 NG0520'FLUSH AND THE DISK IS STAMPED
 NG0520'DEERFIELD 2 1956.
 NG0520'
 NG0520'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NG0520
 NG0520                          STATION RECOVERY (1969)
 NG0520
 NG0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ARS)
 NG0520'STATION, RM NO. 3, RM NO. 4, AND AZIMUTH MARK RECOVERED IN GOOD
 NG0520'CONDITION AS
 NG0520'DESCRIBED.
 NG0520'
 NG0520'HORIZONTAL DISTANCE FROM STATION TO AZIMUTH MARK EQUALS 2253.84 FEET.
 NG0520'(BY GEODIMETER)
 NG0520'(CLOSED TRAVERSE)
 NG0520
 NG0520                          STATION RECOVERY (1971)
 NG0520
 NG0520'RECOVERY NOTE BY IL HIGHWAY DEPT 1971 (JWH)
 NG0520'DEERFIELD 2 1956 WAS FOUND IN GOOD CONDITION.
 NG0520'DEERFIELD 2 NO. 3
 NG0520'1956 WAS NOT RECOVERED.
 NG0520'DEERFIELD 2 NO. 4 1956 WAS FOUND IN
 NG0520'GOOD CONDITION.
 NG0520'DEERFIELD 2 1956 AZ WAS FOUND IN GOOD CONDITION.
 NG0520'
 NG0520'SEARCHED 1 HR FOR DEERFIELD 2 NO. 3 1956 COULD NOT
 NG0520'LOCATE.  THE
 NG0520'DESCRIPTION WAS CORRECT.
 NG0520'
 NG0520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- SOUTH DEERFIELD.
 NG0520
 NG0520                          STATION RECOVERY (1990)
 NG0520
 NG0520'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0520'RECOVERED IN GOOD CONDITION.
 NG0520
 NG0520                          STATION RECOVERY (1993)
 NG0520
 NG0520'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 NG0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0521 ***********************************************************************
 NG0521  DESIGNATION -  DEERFIELD USLS 1873
 NG0521  PID         -  NG0521
 NG0521  STATE/COUNTY-  IL/LAKE
 NG0521  USGS QUAD   -  HIGHLAND PARK (1993)
 NG0521
 NG0521                         *CURRENT SURVEY CONTROL
 NG0521  ___________________________________________________________________
 NG0521* NAD 83(1997)-  42 10 20.51410(N)    087 50 45.59404(W)     ADJUSTED  
 NG0521* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 NG0521  ___________________________________________________________________
 NG0521  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 NG0521  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NG0521
 NG0521  HORZ ORDER  -  FIRST
 NG0521
 NG0521.The horizontal coordinates were established by classical geodetic methods
 NG0521.and adjusted by the National Geodetic Survey in October 1999..
 NG0521
 NG0521.The orthometric height was scaled from a topographic map.
 NG0521
 NG0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0521
 NG0521.The geoid height was determined by GEOID03.
 NG0521
 NG0521;                    North         East     Units Scale Factor Converg.
 NG0521;SPC IL E     -   611,362.536   340,265.972   MT  0.99999494   +0 19 37.9
 NG0521;SPC IL E     - 2,005,778.59  1,116,355.94   sFT  0.99999494   +0 19 37.9
 NG0521;UTM  16      - 4,669,260.350   430,125.571   MT  0.99966007   -0 34 04.8
 NG0521
 NG0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0521!SPC IL E     -   0.99997209  x   0.99999494  =   0.99996703
 NG0521!UTM  16      -   0.99997209  x   0.99966007  =   0.99963217
 NG0521
 NG0521                          SUPERSEDED SURVEY CONTROL
 NG0521
 NG0521  NAD 83(1997)-  42 10 20.51432(N)    087 50 45.59477(W) AD(       ) 1
 NG0521  NAD 83(1997)-  42 10 20.51592(N)    087 50 45.60579(W) AD(       ) 1
 NG0521  NAD 83(1986)-  42 10 20.51848(N)    087 50 45.60838(W) AD(       ) 1
 NG0521  NAD 27      -  42 10 20.42700(N)    087 50 45.35900(W) AD(       ) 1
 NG0521
 NG0521.Superseded values are not recommended for survey control.
 NG0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0521.See file dsdata.txt to determine how the superseded data were derived.
 NG0521
 NG0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3012669260(NAD 83)
 NG0521_MARKER: V = STONE MONUMENT
 NG0521_SETTING: 0 = UNSPECIFIED SETTING
 NG0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0521
 NG0521  HISTORY     - Date     Condition        Report By
 NG0521  HISTORY     - 1873     MONUMENTED       USLS
 NG0521  HISTORY     - 1944     MARK NOT FOUND   CGS
 NG0521  HISTORY     - 19901125 MARK NOT FOUND   USPSQD
 NG0521  HISTORY     - 19931003 MARK NOT FOUND   USPSQD
 NG0521
 NG0521                          STATION DESCRIPTION
 NG0521
 NG0521'DESCRIBED BY US LAKE SURVEY 1873
 NG0521'THIS STATION IS SITUATED IN THE SOUTHWEST QUARTER OF SECTION 28,
 NG0521'DEERFIELD
 NG0521'TOWNSHIP, LAKE COUNTY, ILLINOIS, ABOUT 1/4 MILE NORTH
 NG0521'OF DEERFIELD CORNERS.  THE
 NG0521'HEIGHT OF STATION USED WAS 75 FEET.
 NG0521'THE GEODETIC POINT IS MARKED BY A STONE OF
 NG0521'THE USUAL FORM, SET
 NG0521'SO THAT ITS UPPER END IS 3 FEET BELOW THE SURFACE OF THE
 NG0521'GROUND.
 NG0521'ANOTHER STONE RISING 6 INCHES ABOVE GROUND IS SET DIRECTLY OVER
 NG0521'THE STONE MARKING
 NG0521'THE GEODETIC POINT.  A REFERENCE STONE BEARS
 NG0521'NORTH 13 DEG 34 MIN EAST, AND IS
 NG0521'110.87 METERS DISTANT FROM THE GEODETIC
 NG0521'POINT.  ANOTHER REFERENCE STONE, SET ON THE EAST SIDE
 NG0521'OF
 NG0521'THE ROAD WEST OF THE STATION, BEARS SOUTH 57 DEG 02 MIN WEST, AND
 NG0521'IS 123.09 METERS
 NG0521'DISTANT FROM THE GEODETIC POINT.
 NG0521
 NG0521                          STATION RECOVERY (1944)
 NG0521
 NG0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 NG0521'STATION AND REFERENCE MARKS WERE NOT RECOVERED.
 NG0521'ALL MARKS WERE
 NG0521'DESTROYED DUE TO SUBDIVISION DEVELOPMENT.  THE
 NG0521'PRESENT PROPERTY OWNER WAS
 NG0521'INTERVIEWED AND HE REMEMBERS THE OLD
 NG0521'WOODEN STAND AND STATION SITE AS BEING AT THE
 NG0521'LOCATION OF HIS
 NG0521'HOUSE.
 NG0521
 NG0521                          STATION RECOVERY (1990)
 NG0521
 NG0521'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCB)
 NG0521'MARK NOT FOUND.
 NG0521
 NG0521                          STATION RECOVERY (1993)
 NG0521
 NG0521'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 NG0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3188 ***********************************************************************
 ME3188  DESIGNATION -  DEGNAN
 ME3188  PID         -  ME3188
 ME3188  STATE/COUNTY-  IL/COOK
 ME3188  USGS QUAD   -  ELMHURST (1997)
 ME3188
 ME3188                         *CURRENT SURVEY CONTROL
 ME3188  ___________________________________________________________________
 ME3188* NAD 83(1997)-  41 57 28.07606(N)    087 53 12.40379(W)     ADJUSTED  
 ME3188* NAVD 88     -       196.1    (meters)     643.     (feet)  GPS OBS   
 ME3188  ___________________________________________________________________
 ME3188  X           -     175,162.356 (meters)                     COMP
 ME3188  Y           -  -4,747,024.436 (meters)                     COMP
 ME3188  Z           -   4,242,227.931 (meters)                     COMP
 ME3188  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 ME3188  ELLIP HEIGHT-         162.53  (meters)          (02/03/05) GPS OBS
 ME3188  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME3188
 ME3188  HORZ ORDER  -  FIRST
 ME3188  ELLP ORDER  -  FOURTH    CLASS II
 ME3188
 ME3188.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3188
 ME3188.The horizontal coordinates were established by GPS observations
 ME3188.and adjusted by the National Geodetic Survey in October 1999..
 ME3188
 ME3188.The orthometric height was determined by GPS observations and a
 ME3188.high-resolution geoid model.
 ME3188
 ME3188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3188
 ME3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3188
 ME3188.The ellipsoidal height was determined by GPS observations
 ME3188.and is referenced to NAD 83.
 ME3188
 ME3188.The geoid height was determined by GEOID03.
 ME3188
 ME3188;                    North         East     Units Scale Factor Converg.
 ME3188;SPC IL E     -   587,511.786   337,020.931   MT  0.99999186   +0 17 54.8
 ME3188;SPC IL E     - 1,927,528.25  1,105,709.50   sFT  0.99999186   +0 17 54.8
 ME3188;UTM  16      - 4,645,470.947   426,510.265   MT  0.99966646   -0 35 34.5
 ME3188
 ME3188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3188!SPC IL E     -   0.99997451  x   0.99999186  =   0.99996637
 ME3188!UTM  16      -   0.99997451  x   0.99966646  =   0.99964098
 ME3188
 ME3188:                Primary Azimuth Mark                     Grid Az
 ME3188:SPC IL E     -  MAINE XEROX TANK                         021 52 20.8
 ME3188:UTM  16      -  MAINE XEROX TANK                         022 45 50.1
 ME3188
 ME3188|---------------------------------------------------------------------|
 ME3188| PID    Reference Object                     Distance      Geod. Az  |
 ME3188|                                                           dddmmss.s |
 ME3188| ME3081 MAINE XEROX TANK                    APPROX. 4.8 KM 0221015.6 |
 ME3188| ME3183 AIRPORT BM K 15 COC                 APPROX. 0.8 KM 0291940.7 |
 ME3188| CM3406 DEGNAN RM 1                          19.424 METERS 11854     |
 ME3188| CM3407 DEGNAN RM 2                          24.753 METERS 26546     |
 ME3188| ME3264 K 12                                APPROX. 0.9 KM 2723246.2 |
 ME3188| ME3270 O HARE CONTROL TWR BALL             APPROX. 2.6 KM 3260052.5 |
 ME3188| ME3169 O HARE CHICAGO INTL APT TANK        APPROX. 3.6 KM 3580814.8 |
 ME3188|---------------------------------------------------------------------|
 ME3188
 ME3188                          SUPERSEDED SURVEY CONTROL
 ME3188
 ME3188  ELLIP H (10/21/99)  162.53   (m)                       GP(       ) 4 1
 ME3188  NAD 83(1997)-  41 57 28.07616(N)    087 53 12.40433(W) AD(       ) 1
 ME3188  NAD 83(1997)-  41 57 28.07611(N)    087 53 12.41828(W) AD(       ) 1
 ME3188  NAD 83(1986)-  41 57 28.07783(N)    087 53 12.41795(W) AD(       ) 1
 ME3188  NAD 83(1986)-  41 57 28.07783(N)    087 53 12.41795(W) AD(       ) 1
 ME3188  NAD 27      -  41 57 27.97008(N)    087 53 12.18743(W) AD(       ) 1
 ME3188  NGVD 29 (08/23/90)  196.2    (m)          644.     (f) VERT ANG       
 ME3188
 ME3188.Superseded values are not recommended for survey control.
 ME3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3188.See file dsdata.txt to determine how the superseded data were derived.
 ME3188
 ME3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2651045471(NAD 83)
 ME3188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ME3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3188_STAMPING: DEGNAN 1977
 ME3188_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3188+STABILITY: SURFACE MOTION
 ME3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3188+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 ME3188
 ME3188  HISTORY     - Date     Condition        Report By
 ME3188  HISTORY     - 1977     MONUMENTED       NGS
 ME3188  HISTORY     - 1983     GOOD             IL1670
 ME3188  HISTORY     - 19950502 GOOD             PATRIC
 ME3188  HISTORY     - 20010904 GOOD             NGS
 ME3188
 ME3188                          STATION DESCRIPTION
 ME3188
 ME3188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3188'THE STATION IS LOCATED AT 10400 WEST IRVING PARK ROAD, IN THE
 ME3188'NORTHWEST SECTION OF CHICAGO
 ME3188'AND AT THE SOUTHEAST CORNER OF OHARE INTERNATIONAL AIRPORT.
 ME3188'
 ME3188'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 12 AND
 ME3188'45 AND STATE HIGHWAY 19, GO WEST ON STATE HIGHWAY 19 FOR
 ME3188'0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ME3188'
 ME3188'THE STATION MARKS, STAMPED---DEGNAN 1977---, ARE STANDARD
 ME3188'DISKS. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 ME3188'CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE
 ME3188'GROUND SURFACE AND BENEATH AN IRON COVER WITH THE
 ME3188'LETTERING, NATIONAL GEODETIC SURVEY.
 ME3188'IT IS 21 FEET NORTH-NORTHEAST OF A CHAIN
 ME3188'LINK FENCE AND METAL WITNESS POST. THE UNDERGROUND DISK IS
 ME3188'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 ME3188'BELOW THE GROUND SURFACE.
 ME3188'
 ME3188'REFERENCE MARK 1, STAMPED---DEGNAN NO 1 1977---, IS A STANDARD
 ME3188'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ME3188'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 60 FEET EAST OF
 ME3188'A METAL WITNESS POST AND 2 FEET NORTH OF THE CHAIN LINK FENCE.
 ME3188'
 ME3188'REFERENCE MARK 2, STAMPED---DEGNAN NO 2 1977---, IS A STANDARD
 ME3188'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CINCRETE MONUMENT
 ME3188'THAT IS FLUSH WITH THE GROUND SURFACE. II IS 78 FEET WEST OF
 ME3188'A METAL WITNESS POST AND 2 FEET NORTH OF THE CHAIN LINK FENCE.
 ME3188'
 ME3188'AIRPORT BM K 15 COC CAN SERVE AS AN AZIMUTH MARK. SEE
 ME3188'DESCRIPTION THEREOF.
 ME3188'
 ME3188'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 25.5 METERS.
 ME3188
 ME3188                          STATION RECOVERY (1983)
 ME3188
 ME3188'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3188'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3188'DIRECTIONS AND DISTANCES WERE CHECKED TO THE REFERENCE MARKS AND
 ME3188'AGREED WITH THE 1977 DATA, WITHIN ALLOWABLE TOLERANCES.
 ME3188'
 ME3188'DESCRIBED BY CITY OF CHICAGO.
 ME3188
 ME3188                          STATION RECOVERY (1995)
 ME3188
 ME3188'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1995 (BPG)
 ME3188'RECOVERED AS DESCRIBED.  SURROUNDING TREES MAY CAUSE PROBLEMS DURING
 ME3188'GPS OBSERVATIONS WHEN TREES ARE IN FULL BLOOM.
 ME3188
 ME3188                          STATION RECOVERY (2001)
 ME3188
 ME3188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JBW)
 ME3188'RECOVERED AS DESCRIBED. STATION IS OBSTRUCTED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1760 ***********************************************************************
 HB1760  DESIGNATION -  DEGONIA
 HB1760  PID         -  HB1760
 HB1760  STATE/COUNTY-  IL/JACKSON
 HB1760  USGS QUAD   -  ROCKWOOD (1994)
 HB1760
 HB1760                         *CURRENT SURVEY CONTROL
 HB1760  ___________________________________________________________________
 HB1760* NAD 83(1997)-  37 51 02.32078(N)    089 37 55.90080(W)     ADJUSTED  
 HB1760* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 HB1760  ___________________________________________________________________
 HB1760  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 HB1760  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HB1760
 HB1760  HORZ ORDER  -  FIRST
 HB1760
 HB1760.The horizontal coordinates were established by classical geodetic methods
 HB1760.and adjusted by the National Geodetic Survey in October 1999..
 HB1760
 HB1760.The orthometric height was scaled from a topographic map.
 HB1760
 HB1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1760
 HB1760.The geoid height was determined by GEOID03.
 HB1760
 HB1760;                    North         East     Units Scale Factor Converg.
 HB1760;SPC IL W     -   131,527.735   747,036.442   MT  0.99996842   +0 19 40.7
 HB1760;SPC IL W     -   431,520.58  2,450,902.06   sFT  0.99996842   +0 19 40.7
 HB1760;SPC MO E     -   224,210.530   326,371.442   MT  1.00000515   +0 31 57.1
 HB1760;UTM  16      - 4,192,509.398   268,412.119   MT  1.00026063   -1 36 57.0
 HB1760
 HB1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1760!SPC IL W     -   0.99996807  x   0.99996842  =   0.99993649
 HB1760!SPC MO E     -   0.99996807  x   1.00000515  =   0.99997322
 HB1760!UTM  16      -   0.99996807  x   1.00026063  =   1.00022869
 HB1760
 HB1760|---------------------------------------------------------------------|
 HB1760| PID    Reference Object                     Distance      Geod. Az  |
 HB1760|                                                           dddmmss.s |
 HB1760| CI4243 DEGONIA RM 1                         29.950 METERS 09445     |
 HB1760| HB1759 MILES                               APPROX.12.8 KM 1212457.6 |
 HB1760| HB1776 PERRYVILLE ST MARYS SEM TOWER       APPROX.26.8 KM 2390323.9 |
 HB1760| HB1781 CHESTER MUNICIPAL WATER TOWER       APPROX.18.3 KM 2913903.7 |
 HB1760| HB1782 CHESTER ST JOHNS LUTH CHURCH        APPROX.18.2 KM 2931846.8 |
 HB1760|---------------------------------------------------------------------|
 HB1760
 HB1760                          SUPERSEDED SURVEY CONTROL
 HB1760
 HB1760  NAD 83(1986)-  37 51 02.32901(N)    089 37 55.90096(W) AD(       ) 1
 HB1760  NAD 27      -  37 51 02.14500(N)    089 37 55.54000(W) AD(       ) 1
 HB1760
 HB1760.Superseded values are not recommended for survey control.
 HB1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1760.See file dsdata.txt to determine how the superseded data were derived.
 HB1760
 HB1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG6841292509(NAD 83)
 HB1760_MARKER: DS = TRIANGULATION STATION DISK
 HB1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1760
 HB1760  HISTORY     - Date     Condition        Report By
 HB1760  HISTORY     - 1931     MONUMENTED       CGS
 HB1760  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 HB1760  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 HB1760
 HB1760                          STATION DESCRIPTION
 HB1760
 HB1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 HB1760'IN ROW OF THREE STUMPS ON CREST OF RIDGE, ABOUT 2-1/2 MILES, AIRLINE,
 HB1760'NORTHEAST OF CORA CITY, 11 MILES EAST-SOUTHEAST OF CHESTER, IN
 HB1760'CENTRAL PART OF NW 1/4 SEC. 11, DEGONIA TOWNSHIP, NEAR PROPERTY LINE
 HB1760'BETWEEN FARMS OF HARVEY CLENDENIN AND WILLIAM CLUSTER, 2.5 METERS
 HB1760'(8 FEET) NORTH OF TREE LINE AND PROPERTY LINE, AND 4 METERS (13 FEET)
 HB1760'NORTHEAST OF 14-INCH STUMP.  TO REACH FROM CORA CITY, GO NORTHEAST
 HB1760'ACROSS RAILROAD TO FORK IN ROAD AT BRIDGE, TAKE RIGHT FORK BEFORE
 HB1760'CROSSING BRIDGE, PROCEED 0.8 MILE, TURN LEFT, FOLLOW RIDGE ROAD 2.2
 HB1760'MILES, BEAR LEFT ONTO MAIN ROAD 0.4 MILE TO FORKS AT
 HB1760'CEMETERY, FOLLOW RIGHT FORK 0.5 MILE TO CROSSROAD, TURN LEFT ONTO
 HB1760'FARM ROAD, AND GO 0.1 MILE TO STATION SITE.  SURFACE AND
 HB1760'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HB1760'UPPER MARK IS 8 INCHES BELOW SURFACE.  REFERENCE
 HB1760'MARK IS STANDARD REFERENCE DISK IN CONCRETE ON PROPERTY
 HB1760'LINE, 2.5 METERS (8 FEET) (SLOPE) NORTH OF FARM ROAD AND 29.95
 HB1760'METERS (98.3 FEET) FROM STATION, S 85 DEG 15 MIN E.  BEARING
 HB1760'FROM STATION TO CHURCH SPIRE AT DEGONIA, DISTANT ONE-HALF MILE, IS
 HB1760'N 09 DEG 27 MIN E.
 HB1760
 HB1760                          STATION RECOVERY (1975)
 HB1760
 HB1760'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1760'UNDERGROUND MARK RECOVERED IN GOOD CONDITION.
 HB1760'
 HB1760'THE SURFACE MARK HAS BEEN DESTROYED BUT THE UNDERGROUND WORK WAS
 HB1760'FOUND AS WAS THE REFERENCE MARK.  DEGONIA CHURCH HAS BEEN RAZED.  NO
 HB1760'OTHER AZIMUTH MARK VISIBLE FROM THE GROUND.
 HB1760'
 HB1760'DISTANCE AND DIRECTION FROM NEAREST TOWN--AS DESCRIBED.
 HB1760
 HB1760                          STATION RECOVERY (1975)
 HB1760
 HB1760'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 HB1760'DEGONIA SURFACE MARK GONE - UNDERGROUND MARK RECOVERED.  DEGONIA
 HB1760'CHURCH NO LONGER STANDING.
 HB1760'
 HB1760'AZIMUTH WAS CARRIED BY A CLOSED TRAVERSE TO THE MONUMENT FROM
 HB1760'POLARIS OBSERVATIONS MADE BETWEEN TWO TURNING POINTS ON THE
 HB1760'TRAVERSE.  NO AZIMUTH WAS ESTABLISHED AT THE MONUMENT THAT COULD BE
 HB1760'RECOVERED BUT COULD BE RE-ESTABLISHED FROM THE TRAVERSE.  TRAVERSE
 HB1760'INFORMATION AVAILABLE UPON REQUEST.
 HB1760'
 HB1760'DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES ESE CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2866 ***********************************************************************
 AH2866  DESIGNATION -  DEK23 1A
 AH2866  PID         -  AH2866
 AH2866  STATE/COUNTY-  IL/DE KALB
 AH2866  USGS QUAD   -  SHABBONA GROVE (1980)
 AH2866
 AH2866                         *CURRENT SURVEY CONTROL
 AH2866  ___________________________________________________________________
 AH2866* NAD 83(1997)-  41 37 51.52148(N)    088 45 04.04388(W)     ADJUSTED  
 AH2866* NAVD 88     -       212.5    (meters)     697.     (feet)  GPS OBS   
 AH2866  ___________________________________________________________________
 AH2866  X           -     104,060.723 (meters)                     COMP
 AH2866  Y           -  -4,773,326.277 (meters)                     COMP
 AH2866  Z           -   4,215,175.433 (meters)                     COMP
 AH2866  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AH2866  ELLIP HEIGHT-         179.26  (meters)          (12/06/04) GPS OBS
 AH2866  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AH2866
 AH2866  HORZ ORDER  -  FIRST
 AH2866  ELLP ORDER  -  FOURTH    CLASS I
 AH2866
 AH2866.The horizontal coordinates were established by GPS observations
 AH2866.and adjusted by the National Geodetic Survey in September 1998..
 AH2866
 AH2866.The orthometric height was determined by GPS observations and a
 AH2866.high-resolution geoid model.
 AH2866
 AH2866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2866
 AH2866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2866
 AH2866.The ellipsoidal height was determined by GPS observations
 AH2866.and is referenced to NAD 83.
 AH2866
 AH2866.The geoid height was determined by GEOID03.
 AH2866
 AH2866;                    North         East     Units Scale Factor Converg.
 AH2866;SPC IL E     -   551,200.811   265,187.350   MT  0.99998991   -0 16 39.2
 AH2866;SPC IL E     - 1,808,397.99    870,035.50   sFT  0.99998991   -0 16 39.2
 AH2866;UTM  16      - 4,610,286.497   354,138.553   MT  0.99986182   -1 09 48.7
 AH2866
 AH2866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2866!SPC IL E     -   0.99997188  x   0.99998991  =   0.99996179
 AH2866!UTM  16      -   0.99997188  x   0.99986182  =   0.99983371
 AH2866
 AH2866:                Primary Azimuth Mark                     Grid Az
 AH2866:SPC IL E     -  DEK23 1B                                 001 34 12.4
 AH2866:UTM  16      -  DEK23 1B                                 002 27 21.9
 AH2866
 AH2866|---------------------------------------------------------------------|
 AH2866| PID    Reference Object                     Distance      Geod. Az  |
 AH2866|                                                           dddmmss.s |
 AH2866| AH2867 DEK23 1B                            APPROX. 0.6 KM 0011733.2 |
 AH2866|---------------------------------------------------------------------|
 AH2866
 AH2866                          SUPERSEDED SURVEY CONTROL
 AH2866
 AH2866  ELLIP H (09/15/98)  179.30   (m)                       GP(       ) 3 1
 AH2866
 AH2866.Superseded values are not recommended for survey control.
 AH2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2866.See file dsdata.txt to determine how the superseded data were derived.
 AH2866
 AH2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5413910286(NAD 83)
 AH2866_MARKER: I = METAL ROD
 AH2866_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2866_STAMPING: DEK23-1A
 AH2866_MARK LOGO: ILDT  
 AH2866_PROJECTION: RECESSED 5 CENTIMETERS
 AH2866_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2866+STABILITY: POSITION/ELEVATION WELL
 AH2866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2866+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2866_ROD/PIPE-DEPTH:  6.1 meters
 AH2866_SLEEVE-DEPTH  :  0.9 meters
 AH2866
 AH2866  HISTORY     - Date     Condition        Report By
 AH2866  HISTORY     - 1996     MONUMENTED       SECI
 AH2866
 AH2866                          STATION DESCRIPTION
 AH2866
 AH2866'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2866'STATION IS LOCATED APPROXIMATELY 3.7 MI (6.0 KM) WEST OF SOMONANK, AT
 AH2866'THE NORTHWEST CORNER OF THE INTERSECTION OF ILLINOIS ROUTE 23, AND
 AH2866'COUNTY LINE ROAD NEAR THE DEKALB/LA SALLE COUNTY LINE IN THE SOUTHEAST
 AH2866'1/4 OF SECTION 34, T 37 N, R 4 E.  THE STATION IS LOCATED 30.8 FT (9.4
 AH2866'M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 23, 50.3 FT (15.3 M) NORTH
 AH2866'OF THE CENTERLINE OF COUNTY LINE ROAD, 97.3 FT (29.7 M) SOUTHWEST OF A
 AH2866'POWER POLE WITH A GUY WIRE, 104.4 FT (31.8 M) NORTHWEST OF A POWER
 AH2866'POLE, 118.4 FT (36.1 M) NORTHEAST OF A POWER POLE WITH A TRANSFORMER,
 AH2866'103.3 FT (31.5 M) NORTHWEST FROM A CONCRETE R.O.W.  MARKER, 65.7 FT
 AH2866'(20.0 M) NORTHWEST OF A WOODEN FENCE POST, 20.3 FT (6.2 M) NORTH OF
 AH2866'THE EAST-WEST FENCE LINE, 1.0 FT (0.3 M) WEST OF THE NORTH-SOUTH FENCE
 AH2866'LINE, AND 1.1 FT (0.3 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2866'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2866'WERE SET IN ALL WOOD PHYSICAL TIE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2867 ***********************************************************************
 AH2867  DESIGNATION -  DEK23 1B
 AH2867  PID         -  AH2867
 AH2867  STATE/COUNTY-  IL/DE KALB
 AH2867  USGS QUAD   -  SHABBONA GROVE (1980)
 AH2867
 AH2867                         *CURRENT SURVEY CONTROL
 AH2867  ___________________________________________________________________
 AH2867* NAD 83(1997)-  41 38 09.68753(N)    088 45 03.49751(W)     ADJUSTED  
 AH2867* NAVD 88     -       215.6    (meters)     707.     (feet)  GPS OBS   
 AH2867  ___________________________________________________________________
 AH2867  X           -     104,065.301 (meters)                     COMP
 AH2867  Y           -  -4,772,956.036 (meters)                     COMP
 AH2867  Z           -   4,215,596.380 (meters)                     COMP
 AH2867  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AH2867  ELLIP HEIGHT-         182.34  (meters)          (12/06/04) GPS OBS
 AH2867  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AH2867
 AH2867  HORZ ORDER  -  FIRST
 AH2867  ELLP ORDER  -  FOURTH    CLASS I
 AH2867
 AH2867.The horizontal coordinates were established by GPS observations
 AH2867.and adjusted by the National Geodetic Survey in September 1998..
 AH2867
 AH2867.The orthometric height was determined by GPS observations and a
 AH2867.high-resolution geoid model.
 AH2867
 AH2867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2867
 AH2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2867
 AH2867.The ellipsoidal height was determined by GPS observations
 AH2867.and is referenced to NAD 83.
 AH2867
 AH2867.The geoid height was determined by GEOID03.
 AH2867
 AH2867;                    North         East     Units Scale Factor Converg.
 AH2867;SPC IL E     -   551,761.191   265,202.710   MT  0.99998989   -0 16 38.9
 AH2867;SPC IL E     - 1,810,236.51    870,085.89   sFT  0.99998989   -0 16 38.9
 AH2867;UTM  16      - 4,610,846.501   354,162.574   MT  0.99986173   -1 09 48.8
 AH2867
 AH2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2867!SPC IL E     -   0.99997140  x   0.99998989  =   0.99996129
 AH2867!UTM  16      -   0.99997140  x   0.99986173  =   0.99983314
 AH2867
 AH2867:                Primary Azimuth Mark                     Grid Az
 AH2867:SPC IL E     -  DEK23 1A                                 181 34 12.5
 AH2867:UTM  16      -  DEK23 1A                                 182 27 22.4
 AH2867
 AH2867|---------------------------------------------------------------------|
 AH2867| PID    Reference Object                     Distance      Geod. Az  |
 AH2867|                                                           dddmmss.s |
 AH2867| AH2866 DEK23 1A                            APPROX. 0.6 KM 1811733.6 |
 AH2867|---------------------------------------------------------------------|
 AH2867
 AH2867                          SUPERSEDED SURVEY CONTROL
 AH2867
 AH2867  ELLIP H (09/15/98)  182.38   (m)                       GP(       ) 3 1
 AH2867
 AH2867.Superseded values are not recommended for survey control.
 AH2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2867.See file dsdata.txt to determine how the superseded data were derived.
 AH2867
 AH2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5416310847(NAD 83)
 AH2867_MARKER: I = METAL ROD
 AH2867_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2867_STAMPING: DEK23-1B
 AH2867_MARK LOGO: ILDT  
 AH2867_PROJECTION: RECESSED 5 CENTIMETERS
 AH2867_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2867+STABILITY: POSITION/ELEVATION WELL
 AH2867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2867+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2867_ROD/PIPE-DEPTH:  6.1 meters
 AH2867_SLEEVE-DEPTH  :  0.9 meters
 AH2867
 AH2867  HISTORY     - Date     Condition        Report By
 AH2867  HISTORY     - 1996     MONUMENTED       SECI
 AH2867
 AH2867                          STATION DESCRIPTION
 AH2867
 AH2867'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2867'STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) WEST OF SOMONANK, AND
 AH2867'APPROXIMATELY .36 MI (0.58 KM) NORTH OF THE DEKALB/LA SALLE COUNTY
 AH2867'LINE IN THE SOUTHWEST 1/4 OF SECTION 35, T 37 N, R 4 E.  TO REACH FROM
 AH2867'THE JUNCTION OF ILLINOIS ROUTE 23 AND COUNTY LINE ROAD, APPROXIMATELY
 AH2867'3.6 MI (5.8 KM) SOUTHWEST OF SOMONANK AND NEAR THE DEKALB/LA SALLE
 AH2867'COUNTY LINE, PROCEED NORTH ALONG ILLINOIS ROUTE 23 FOR 0.36 MI (0.58
 AH2867'KM) TO THE STATION ON THE RIGHT (EAST) OF ILLINOIS ROUTE 23.  THE
 AH2867'STATION IS LOCATED 29.5 FT (9.0 M) EAST OF THE CENTERLINE OF ILLINOIS
 AH2867'ROUTE 23, 19.1 FT (5.8 M) SOUTH OF A POWER POLE, 157.6 FT (48.0 M)
 AH2867'NORTH OF A POWER POLE, 1.3 FT (0.4 M) WEST OF A WOOD FENCE POST, 1.3
 AH2867'FT (0.4 M) WEST OF THE NORTH-SOUTH FENCE LINE, AND 1.2 FT (0.4 M) WEST
 AH2867'OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS
 AH2867'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2867'TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2910 ***********************************************************************
 AH2910  DESIGNATION -  DEK23 2A
 AH2910  PID         -  AH2910
 AH2910  STATE/COUNTY-  IL/DE KALB
 AH2910  USGS QUAD   -  WATERMAN (1994)
 AH2910
 AH2910                         *CURRENT SURVEY CONTROL
 AH2910  ___________________________________________________________________
 AH2910* NAD 83(1997)-  41 52 28.07973(N)    088 45 14.28532(W)     ADJUSTED  
 AH2910* NAVD 88     -       268.7    (meters)     882.     (feet)  GPS OBS   
 AH2910  ___________________________________________________________________
 AH2910  X           -     103,433.003 (meters)                     COMP
 AH2910  Y           -  -4,755,368.171 (meters)                     COMP
 AH2910  Z           -   4,235,389.042 (meters)                     COMP
 AH2910  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AH2910  ELLIP HEIGHT-         235.62  (meters)          (12/06/04) GPS OBS
 AH2910  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AH2910
 AH2910  HORZ ORDER  -  FIRST
 AH2910  ELLP ORDER  -  FOURTH    CLASS I
 AH2910
 AH2910.The horizontal coordinates were established by GPS observations
 AH2910.and adjusted by the National Geodetic Survey in September 1998..
 AH2910
 AH2910.The orthometric height was determined by GPS observations and a
 AH2910.high-resolution geoid model.
 AH2910
 AH2910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2910
 AH2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2910
 AH2910.The ellipsoidal height was determined by GPS observations
 AH2910.and is referenced to NAD 83.
 AH2910
 AH2910.The geoid height was determined by GEOID03.
 AH2910
 AH2910;                    North         East     Units Scale Factor Converg.
 AH2910;SPC IL E     -   578,245.259   265,082.512   MT  0.99999000   -0 16 50.8
 AH2910;SPC IL E     - 1,897,126.32    869,691.54   sFT  0.99999000   -0 16 50.8
 AH2910;UTM  16      - 4,637,325.840   354,452.862   MT  0.99986068   -1 10 15.5
 AH2910
 AH2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2910!SPC IL E     -   0.99996305  x   0.99999000  =   0.99995305
 AH2910!UTM  16      -   0.99996305  x   0.99986068  =   0.99982373
 AH2910
 AH2910:                Primary Azimuth Mark                     Grid Az
 AH2910:SPC IL E     -  DEK23 2B                                 002 31 58.1
 AH2910:UTM  16      -  DEK23 2B                                 003 25 22.8
 AH2910
 AH2910|---------------------------------------------------------------------|
 AH2910| PID    Reference Object                     Distance      Geod. Az  |
 AH2910|                                                           dddmmss.s |
 AH2910| AF9276 DEK23 2B                            APPROX. 0.9 KM 0021507.3 |
 AH2910|---------------------------------------------------------------------|
 AH2910
 AH2910                          SUPERSEDED SURVEY CONTROL
 AH2910
 AH2910  ELLIP H (09/15/98)  235.66   (m)                       GP(       ) 3 1
 AH2910
 AH2910.Superseded values are not recommended for survey control.
 AH2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2910.See file dsdata.txt to determine how the superseded data were derived.
 AH2910
 AH2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5445337326(NAD 83)
 AH2910_MARKER: I = METAL ROD
 AH2910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2910_STAMPING: DEK23-2A
 AH2910_MARK LOGO: ILDT  
 AH2910_PROJECTION: RECESSED 5 CENTIMETERS
 AH2910_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2910+STABILITY: POSITION/ELEVATION WELL
 AH2910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2910+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2910_ROD/PIPE-DEPTH:  6.1 meters
 AH2910_SLEEVE-DEPTH  :  0.9 meters
 AH2910
 AH2910  HISTORY     - Date     Condition        Report By
 AH2910  HISTORY     - 1996     MONUMENTED       SECI
 AH2910
 AH2910                          STATION DESCRIPTION
 AH2910
 AH2910'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2910'STATION IS LOCATED APPROXIMATELY 3.75 MILES (6.03 KM) SOUTH OF DEKALB,
 AH2910'1.971 MI (3.172 KM) SOUTH OF THE INTERSTATE 88 OVERPASS OVER ILLINOIS
 AH2910'ROUTE 23 IN THE NORTHEAST 1/4 OF SECTION 10, T 39 N, R 4 E.  TO REACH
 AH2910'FROM THE JUNCTION OF ILLINOIS ROUTE 23 (1000 E) AND KESSLINGER ROAD
 AH2910'(1700 N) , PROCEED SOUTH APPROXIMATELY 0.26 MI (0.42 KM) ALONG
 AH2910'ILLINOIS ROUTE 23 TO THE STATION ON THE RIGHT (WEST) OF ILLINOIS ROUTE
 AH2910'23.  THE STATION IS LOCATED 54.5 FT (16.6 M) WEST OF ILLINOIS ROUTE
 AH2910'23, +/- 349 FT (106.4 M) SOUTH OF A COMMERCIAL DRIVE TO A MICROWAVE
 AH2910'ANTENNA TOWER TO THE WEST, 96.1 FT (29.3 M) SOUTH OF A POWER POLE,
 AH2910'119.1 FT (36.3 M) NORTH OF A POWER POLE, 201.5 FT (61.4 M) NORTHWEST
 AH2910'OF A TELEPHONE RISER, 108.7 FT (33.1 M) NORTHWEST OF THE DEKALB COUNTY
 AH2910'MILEAGE MARKER 17.0 SIGN, AND 2.0 FT (0.6 M) EAST OF AN ORANGE
 AH2910'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2910'6-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9276 ***********************************************************************
 AF9276  CBN         -  This is a Cooperative Base Network Control Station.
 AF9276  DESIGNATION -  DEK23 2B
 AF9276  PID         -  AF9276
 AF9276  STATE/COUNTY-  IL/DE KALB
 AF9276  USGS QUAD   -  DE KALB (1980)
 AF9276
 AF9276                         *CURRENT SURVEY CONTROL
 AF9276  ___________________________________________________________________
 AF9276* NAD 83(1997)-  41 52 58.13375(N)    088 45 12.70376(W)     ADJUSTED  
 AF9276* NAVD 88     -       269.8    (meters)     885.     (feet)  GPS OBS   
 AF9276  ___________________________________________________________________
 AF9276  X           -     103,456.018 (meters)                     COMP
 AF9276  Y           -  -4,754,749.370 (meters)                     COMP
 AF9276  Z           -   4,236,080.242 (meters)                     COMP
 AF9276  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AF9276  ELLIP HEIGHT-         236.78  (meters)          (10/15/04) GPS OBS
 AF9276  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AF9276
 AF9276  HORZ ORDER  -  B
 AF9276  ELLP ORDER  -  FOURTH    CLASS II
 AF9276
 AF9276.The horizontal coordinates were established by GPS observations
 AF9276.and adjusted by the National Geodetic Survey in July 1998..
 AF9276
 AF9276.The orthometric height was determined by GPS observations and a
 AF9276.high-resolution geoid model.
 AF9276
 AF9276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9276
 AF9276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9276
 AF9276.The ellipsoidal height was determined by GPS observations
 AF9276.and is referenced to NAD 83.
 AF9276
 AF9276.The geoid height was determined by GEOID03.
 AF9276
 AF9276;                    North         East     Units Scale Factor Converg.
 AF9276;SPC IL E     -   579,172.318   265,123.521   MT  0.99998996   -0 16 49.9
 AF9276;SPC IL E     - 1,900,167.85    869,826.09   sFT  0.99998996   -0 16 49.9
 AF9276;UTM  16      - 4,638,252.030   354,508.263   MT  0.99986048   -1 10 15.2
 AF9276
 AF9276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9276!SPC IL E     -   0.99996286  x   0.99998996  =   0.99995282
 AF9276!UTM  16      -   0.99996286  x   0.99986048  =   0.99982335
 AF9276
 AF9276:                Primary Azimuth Mark                     Grid Az
 AF9276:SPC IL E     -  DEK23 2A                                 182 31 58.3
 AF9276:UTM  16      -  DEK23 2A                                 183 25 23.6
 AF9276
 AF9276|---------------------------------------------------------------------|
 AF9276| PID    Reference Object                     Distance      Geod. Az  |
 AF9276|                                                           dddmmss.s |
 AF9276| AH2910 DEK23 2A                            APPROX. 0.9 KM 1821508.4 |
 AF9276|---------------------------------------------------------------------|
 AF9276
 AF9276                          SUPERSEDED SURVEY CONTROL
 AF9276
 AF9276  ELLIP H (07/17/98)  236.82   (m)                       GP(       ) 4 1
 AF9276
 AF9276.Superseded values are not recommended for survey control.
 AF9276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9276.See file dsdata.txt to determine how the superseded data were derived.
 AF9276
 AF9276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5450838252(NAD 83)
 AF9276_MARKER: I = METAL ROD
 AF9276_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9276_STAMPING: DEK23-2B
 AF9276_MARK LOGO: NONE  
 AF9276_PROJECTION: RECESSED 5 CENTIMETERS
 AF9276_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9276+STABILITY: POSITION/ELEVATION WELL
 AF9276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9276+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AF9276_ROD/PIPE-DEPTH: 3.7  meters
 AF9276_SLEEVE-DEPTH  : 0.9 meters
 AF9276
 AF9276  HISTORY     - Date     Condition        Report By
 AF9276  HISTORY     - 1996     MONUMENTED       SECI
 AF9276  HISTORY     - 19970509 GOOD             NGS
 AF9276  HISTORY     - 20000316 GOOD             SECI
 AF9276
 AF9276                          STATION DESCRIPTION
 AF9276
 AF9276'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AF9276'STATION IS LOCATED APPROXIMATELY 3.2 MILES (5.1 KM) SOUTH OF DEKALB,
 AF9276'1.395 MI (2.245 KM) SOUTH OF THE INTERSTATE 88 OVERPASS OVER ILLINOIS
 AF9276'ROUTE 23 IN THE SOUTHWEST 1/4 OF SECTION 2, T 39 N, R 4 E.  TO REACH
 AF9276'FROM THE JUNCTION OF ILLINOIS ROUTE 23 (1000 E) AND KESSLINGER ROAD
 AF9276'(1700 N) , PROCEED NORTH APPROXIMATELY 0.32 MI (0.51 KM) TO THE
 AF9276'STATION ON THE RIGHT (EAST) OF ILLINOIS ROUTE 23.  THE STATION IS
 AF9276'LOCATED 61.1 FT (18.6 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 23,
 AF9276'+/- 116 FT (35.4 M) SOUTH OF A PRIVATE DRIVE TO A BRICK HOUSE, 162.7
 AF9276'FT (49.6 M) SOUTHEAST OF THE SOUTH BRICK FENCE CORNER NEAR THE PRIVATE
 AF9276'DRIVE, 150.5 FT (45.9 M) SOUTHWEST OF A POWER POLE, 122.3 FT (37.3 M)
 AF9276'EAST OF A BRICK FENCE CORNER OF FENCE THAT RUNS NORTH, 162.5 FT (49.5
 AF9276'M) NORTHEAST OF A POWER POLE, 123.4 FT (37.6 M) SOUTH OF A MAILBOX,
 AF9276'1.2 FT (0.4 M) WEST OF A CONCRETE R.O.W.  MARKER, AND 1.2 FT (0.4 M)
 AF9276'WEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM
 AF9276'POINT IS THROUGH A 6-INCH LOGO CAP.
 AF9276
 AF9276                          STATION RECOVERY (1997)
 AF9276
 AF9276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AF9276'THE STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTH OF DEKALB.  TO
 AF9276'REACH FROM THE STATE ROUTE 23 UNDERPASS OF INTERSTATE HIGHWAY 88 ON
 AF9276'THE SOUTH SIDE OF DEKALB, GO SOUTH ON ROUTE 23 FOR 1.4 MI (2.3 KM) TO
 AF9276'THE STATION ON THE LEFT, 18.6 M (61.0 FT) EAST OF THE CENTERLINE OF
 AF9276'THE HIGHWAY, ABOUT 35 M (114.8 FT) SOUTH OF THE CENTER EXTENDED OF A
 AF9276'PRIVATE DRIVEWAY TO A BRICK HOUSE ON THE WEST SIDE OF THE HIGHWAY,
 AF9276'49.6 M (162.7 FT) SOUTHEAST OF THE SOUTH BRICK FENCE CORNER NEAR THE
 AF9276'DRIVEWAY, 45.9 M (150.6 FT) SOUTHWEST OF A POWER POLE, 37.3 M (122.4
 AF9276'FT) EAST OF A BRICK FENCE CORNER OF FENCE RUNNING NORTH, 49.5 M (162.4
 AF9276'FT) NORTHEAST OF A POWER POLE, 0.4 M (1.3 FT) WEST OF A CONCRETE
 AF9276'RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) WEST OF A FIBERGLASS WITNESS
 AF9276'POST.
 AF9276
 AF9276                          STATION RECOVERY (2000)
 AF9276
 AF9276'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RJW)
 AF9276'RECOVERED AS DESCRIBED USING 1996 DESCRIPTION
 AF9276'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2868 ***********************************************************************
 AH2868  DESIGNATION -  DEK30 1A
 AH2868  PID         -  AH2868
 AH2868  STATE/COUNTY-  IL/DE KALB
 AH2868  USGS QUAD   -  LEE (1971)
 AH2868
 AH2868                         *CURRENT SURVEY CONTROL
 AH2868  ___________________________________________________________________
 AH2868* NAD 83(1997)-  41 45 39.35438(N)    088 55 31.34813(W)     ADJUSTED  
 AH2868* NAVD 88     -       290.1    (meters)     952.     (feet)  GPS OBS   
 AH2868  ___________________________________________________________________
 AH2868  X           -      89,364.374 (meters)                     COMP
 AH2868  Y           -  -4,764,079.180 (meters)                     COMP
 AH2868  Z           -   4,226,004.882 (meters)                     COMP
 AH2868  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AH2868  ELLIP HEIGHT-         257.02  (meters)          (12/06/04) GPS OBS
 AH2868  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH2868
 AH2868  HORZ ORDER  -  FIRST
 AH2868  ELLP ORDER  -  FOURTH    CLASS I
 AH2868
 AH2868.The horizontal coordinates were established by GPS observations
 AH2868.and adjusted by the National Geodetic Survey in September 1998..
 AH2868
 AH2868.The orthometric height was determined by GPS observations and a
 AH2868.high-resolution geoid model.
 AH2868
 AH2868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2868
 AH2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2868
 AH2868.The ellipsoidal height was determined by GPS observations
 AH2868.and is referenced to NAD 83.
 AH2868
 AH2868.The geoid height was determined by GEOID03.
 AH2868
 AH2868;                    North         East     Units Scale Factor Converg.
 AH2868;SPC IL E     -   565,719.151   250,766.900   MT  1.00000482   -0 23 39.6
 AH2868;SPC IL E     - 1,856,030.25    822,724.40   sFT  1.00000482   -0 23 39.6
 AH2868;UTM  16      - 4,625,024.761   339,946.161   MT  0.99991524   -1 16 57.4
 AH2868
 AH2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2868!SPC IL E     -   0.99995969  x   1.00000482  =   0.99996451
 AH2868!UTM  16      -   0.99995969  x   0.99991524  =   0.99987493
 AH2868
 AH2868:                Primary Azimuth Mark                     Grid Az
 AH2868:SPC IL E     -  DEK30 1B                                 093 30 27.2
 AH2868:UTM  16      -  DEK30 1B                                 094 23 45.0
 AH2868
 AH2868|---------------------------------------------------------------------|
 AH2868| PID    Reference Object                     Distance      Geod. Az  |
 AH2868|                                                           dddmmss.s |
 AH2868| AH2869 DEK30 1B                            APPROX. 0.6 KM 0930647.6 |
 AH2868|---------------------------------------------------------------------|
 AH2868
 AH2868                          SUPERSEDED SURVEY CONTROL
 AH2868
 AH2868  ELLIP H (09/15/98)  257.06   (m)                       GP(       ) 3 1
 AH2868
 AH2868.Superseded values are not recommended for survey control.
 AH2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2868.See file dsdata.txt to determine how the superseded data were derived.
 AH2868
 AH2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3994625025(NAD 83)
 AH2868_MARKER: I = METAL ROD
 AH2868_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2868_STAMPING: DEK30-1A
 AH2868_MARK LOGO: ILDT  
 AH2868_PROJECTION: RECESSED 5 CENTIMETERS
 AH2868_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2868+STABILITY: POSITION/ELEVATION WELL
 AH2868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2868+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2868_ROD/PIPE-DEPTH:  3.7 meters
 AH2868_SLEEVE-DEPTH  :  0.9 meters
 AH2868
 AH2868  HISTORY     - Date     Condition        Report By
 AH2868  HISTORY     - 1996     MONUMENTED       SECI
 AH2868
 AH2868                          STATION DESCRIPTION
 AH2868
 AH2868'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2868'STATION IS LOCATED APPROXIMATELY 2.4 MI (3.9 KM) SOUTHHWEST OF
 AH2868'SHABBONA AT THE NORTHEAST CORNER OF THE INTERSECTION OF U.S.  ROUTE 30
 AH2868'AND TOWER ROAD (100 E) .  THE STATION IS LOCATED 55.2 FT (16.8 M)
 AH2868'NORTH OF THE CENTERLINE OF U.S.  ROUTE 30, 88.5 FT (27.0 M) EAST OF
 AH2868'THE CENTERLINE OF TOWER ROAD (100 E) , 4.0 FT (1.2 M) SOUTH OF A
 AH2868'CONCRETE R.O.W MARKER, 120.7 FT (36.8 M) SOUTHEAST OF A CONCRETE
 AH2868'R.O.W.  MARKER, 145.7 FT (44.4 M) NORTHEAST OF A CONCRETE R.O.W.
 AH2868'MARKER, 224.1 FT (68.3 M) NORTHWEST OF A CONCRETE R.O.W.  MARKER,
 AH2868'198.3 FT (60.4 M) WEST OF A CONCRETE R.0.W.  MARKER, 182.6 FT (55.7 M)
 AH2868'NORTHEAST OF A POWER POLE, 108.1 FT (32.9 M) NORTHWEST OF A POWER POLE
 AH2868'AND 2 FT (0.6 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2868'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2868'WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2869 ***********************************************************************
 AH2869  DESIGNATION -  DEK30 1B
 AH2869  PID         -  AH2869
 AH2869  STATE/COUNTY-  IL/DE KALB
 AH2869  USGS QUAD   -  LEE (1971)
 AH2869
 AH2869                         *CURRENT SURVEY CONTROL
 AH2869  ___________________________________________________________________
 AH2869* NAD 83(1997)-  41 45 38.29777(N)    088 55 05.42186(W)     ADJUSTED  
 AH2869* NAVD 88     -       281.4    (meters)     923.     (feet)  GPS OBS   
 AH2869  ___________________________________________________________________
 AH2869  X           -      89,963.478 (meters)                     COMP
 AH2869  Y           -  -4,764,083.138 (meters)                     COMP
 AH2869  Z           -   4,225,974.777 (meters)                     COMP
 AH2869  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AH2869  ELLIP HEIGHT-         248.33  (meters)          (12/06/04) GPS OBS
 AH2869  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AH2869
 AH2869  HORZ ORDER  -  FIRST
 AH2869  ELLP ORDER  -  FOURTH    CLASS I
 AH2869
 AH2869.The horizontal coordinates were established by GPS observations
 AH2869.and adjusted by the National Geodetic Survey in September 1998..
 AH2869
 AH2869.The orthometric height was determined by GPS observations and a
 AH2869.high-resolution geoid model.
 AH2869
 AH2869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2869
 AH2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2869
 AH2869.The ellipsoidal height was determined by GPS observations
 AH2869.and is referenced to NAD 83.
 AH2869
 AH2869.The geoid height was determined by GEOID03.
 AH2869
 AH2869;                    North         East     Units Scale Factor Converg.
 AH2869;SPC IL E     -   565,682.456   251,365.565   MT  1.00000409   -0 23 22.3
 AH2869;SPC IL E     - 1,855,909.86    824,688.52   sFT  1.00000409   -0 23 22.3
 AH2869;UTM  16      - 4,624,978.794   340,544.131   MT  0.99991289   -1 16 40.1
 AH2869
 AH2869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2869!SPC IL E     -   0.99996105  x   1.00000409  =   0.99996514
 AH2869!UTM  16      -   0.99996105  x   0.99991289  =   0.99987395
 AH2869
 AH2869:                Primary Azimuth Mark                     Grid Az
 AH2869:SPC IL E     -  DEK30 1A                                 273 30 27.2
 AH2869:UTM  16      -  DEK30 1A                                 274 23 45.0
 AH2869
 AH2869|---------------------------------------------------------------------|
 AH2869| PID    Reference Object                     Distance      Geod. Az  |
 AH2869|                                                           dddmmss.s |
 AH2869| AH2868 DEK30 1A                            APPROX. 0.6 KM 2730704.9 |
 AH2869|---------------------------------------------------------------------|
 AH2869
 AH2869                          SUPERSEDED SURVEY CONTROL
 AH2869
 AH2869  ELLIP H (09/15/98)  248.37   (m)                       GP(       ) 3 1
 AH2869
 AH2869.Superseded values are not recommended for survey control.
 AH2869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2869.See file dsdata.txt to determine how the superseded data were derived.
 AH2869
 AH2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4054424979(NAD 83)
 AH2869_MARKER: I = METAL ROD
 AH2869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2869_STAMPING: DEK30-1B
 AH2869_MARK LOGO: ILDT  
 AH2869_PROJECTION: RECESSED 3 CENTIMETERS
 AH2869_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2869+STABILITY: POSITION/ELEVATION WELL
 AH2869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2869+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2869_ROD/PIPE-DEPTH:  3.7 meters
 AH2869_SLEEVE-DEPTH  :  0.9 meters
 AH2869
 AH2869  HISTORY     - Date     Condition        Report By
 AH2869  HISTORY     - 1996     MONUMENTED       SECI
 AH2869
 AH2869                          STATION DESCRIPTION
 AH2869
 AH2869'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2869'STATION IS LOCATED APPROXIMATELY 2.1 MI (3.4 KM) WEST OF SHABBONA,
 AH2869'APPROXIMATELY .39 MI (0.63 KM) EAST OF THE INTERSECTION OF U.S. ROUTE
 AH2869'30 AND TOWER ROAD (100 E) , LOCATED ON THE SOUTH SIDE OF U.S. ROUTE
 AH2869'30, IN THE NORTHWEST 1/4 OF SECTION 20, T 38 N, R 3 E.  TO REACH FROM
 AH2869'THE JUNCTION OF U.S.  ROUTE 30 AND TOWER ROAD, APPROXIMATELY 2.5 MI
 AH2869'(4.0 KM) WEST OF SHABBONA, PROCEED EAST APPROXIMATELY 0.39 MI (0.63
 AH2869'KM) ALONG U.S.  ROUTE 30 TO THE STATION ON THE RIGHT (SOUTH) OF U.S.
 AH2869'ROUTE 30.  THE STATION IS LOCATED 52.4 FT (16.0 M) SOUTH OF THE
 AH2869'CENTERLINE OF U.S.  ROUTE 30, APPROXIMATELY 186 FT (56.7 M) EAST OF
 AH2869'THE CENTERLINE OF A PRIVATE DRIVE RUNNING NORTH FROM U.S.  ROUTE 30,
 AH2869'161.1 FT (49.1 M) SOUTWEST OF A CONCRETE R.O.W.  MARKER, 1.5 FT (0.5
 AH2869'M) NORTH OF A CONCRETE R.O.W.  MARKER, 130.5 FT (39.8 M) EAST OF A
 AH2869'PWER POLE, 51.7 FT (15.8 M) WEST OF A POWER POLE, 176.7 FT (53.9 M)
 AH2869'SOUTHWEST OF A BOLT THAT CONNECTS A GRATE TO THE SOUTH FLARED END
 AH2869'SECTION OF A REINFORCED CONCRETE PIPE RUNNING NORTH-SOUTH UNDER U.S.
 AH2869'ROUTE 30, 81.8 FT (24.9 M) SOUTH OF A NO PASSING ZONE SIGN, 195.2 FT
 AH2869'(59.5 M) SOUTHEAST OF A TELEPHONE RISER, 166.9 FT (50.9 M) SOUTHEAST
 AH2869'OF A MAILBOX LOCATE EAST OF THE PRIVATE DRIVE AND 1.5 FT (0.5 M) NORTH
 AH2869'OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2869'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2869'TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2873 ***********************************************************************
 AH2873  DESIGNATION -  DEK30 2A
 AH2873  PID         -  AH2873
 AH2873  STATE/COUNTY-  IL/DE KALB
 AH2873  USGS QUAD   -  WATERMAN (1994)
 AH2873
 AH2873                         *CURRENT SURVEY CONTROL
 AH2873  ___________________________________________________________________
 AH2873* NAD 83(1997)-  41 46 09.18588(N)    088 45 41.54502(W)     ADJUSTED  
 AH2873* NAVD 88     -       242.9    (meters)     797.     (feet)  GPS OBS   
 AH2873  ___________________________________________________________________
 AH2873  X           -     102,972.607 (meters)                     COMP
 AH2873  Y           -  -4,763,156.069 (meters)                     COMP
 AH2873  Z           -   4,226,659.972 (meters)                     COMP
 AH2873  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AH2873  ELLIP HEIGHT-         209.84  (meters)          (12/06/04) GPS OBS
 AH2873  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AH2873
 AH2873  HORZ ORDER  -  FIRST
 AH2873  ELLP ORDER  -  FOURTH    CLASS I
 AH2873
 AH2873.The horizontal coordinates were established by GPS observations
 AH2873.and adjusted by the National Geodetic Survey in September 1998..
 AH2873
 AH2873.The orthometric height was determined by GPS observations and a
 AH2873.high-resolution geoid model.
 AH2873
 AH2873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2873
 AH2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2873
 AH2873.The ellipsoidal height was determined by GPS observations
 AH2873.and is referenced to NAD 83.
 AH2873
 AH2873.The geoid height was determined by GEOID03.
 AH2873
 AH2873;                    North         East     Units Scale Factor Converg.
 AH2873;SPC IL E     -   566,558.713   264,395.680   MT  0.99999059   -0 17 06.9
 AH2873;SPC IL E     - 1,858,784.71    867,438.16   sFT  0.99999059   -0 17 06.9
 AH2873;UTM  16      - 4,625,652.857   353,584.844   MT  0.99986380   -1 10 25.1
 AH2873
 AH2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2873!SPC IL E     -   0.99996709  x   0.99999059  =   0.99995768
 AH2873!UTM  16      -   0.99996709  x   0.99986380  =   0.99983089
 AH2873
 AH2873:                Primary Azimuth Mark                     Grid Az
 AH2873:SPC IL E     -  DEK30 2B                                 092 28 25.2
 AH2873:UTM  16      -  DEK30 2B                                 093 21 43.4
 AH2873
 AH2873|---------------------------------------------------------------------|
 AH2873| PID    Reference Object                     Distance      Geod. Az  |
 AH2873|                                                           dddmmss.s |
 AH2873| AH2872 DEK30 2B                            APPROX. 0.5 KM 0921118.3 |
 AH2873|---------------------------------------------------------------------|
 AH2873
 AH2873                          SUPERSEDED SURVEY CONTROL
 AH2873
 AH2873  ELLIP H (09/15/98)  209.88   (m)                       GP(       ) 3 1
 AH2873
 AH2873.Superseded values are not recommended for survey control.
 AH2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2873.See file dsdata.txt to determine how the superseded data were derived.
 AH2873
 AH2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5358525653(NAD 83)
 AH2873_MARKER: I = METAL ROD
 AH2873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2873_STAMPING: DEK30-2A
 AH2873_MARK LOGO: ILDT  
 AH2873_PROJECTION: RECESSED 5 CENTIMETERS
 AH2873_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2873+STABILITY: POSITION/ELEVATION WELL
 AH2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2873+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2873_ROD/PIPE-DEPTH:  8.5 meters
 AH2873_SLEEVE-DEPTH  :  0.9 meters
 AH2873
 AH2873  HISTORY     - Date     Condition        Report By
 AH2873  HISTORY     - 1996     MONUMENTED       SECI
 AH2873
 AH2873                          STATION DESCRIPTION
 AH2873
 AH2873'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2873'STATION IS LOCATED APPROXIMATELY 0.63 MI (1.01 KM) EAST OF WATERMAN,
 AH2873'APPROXIMATELY .37 MI (0.60 KM) WEST OF THE INTERSECTION OF U.S. ROUTE
 AH2873'30 AND ILLINOIS ROUTE 23, LOCATED ON THE NORTH SIDE OF U.S. ROUTE 30
 AH2873'IN THE NORTHEAST 1/4 OF SECTION 15, T 38 N, R 4 E.  TO REACH FROM THE
 AH2873'JUNCTION OF U.S.  ROUTE 30 AND ILLINOIS ROUTE 23, APPROXIMATELY 1.05
 AH2873'MI (1.69 KM) EAST OF WATERMAN, PROCEED WEST ALONG U.S.  ROUTE 30 FOR
 AH2873'APPROXIMATELY 0.37 MI (0.60 KM) TO THE STATION ON THE NORTH (RIGHT) OF
 AH2873'U.S.  ROUTE 30.  THE STATION IS LOCATED 37.4 FT (11.4 M) NORTH OF THE
 AH2873'CENTERLINE OF U.S.  ROUTE 30, 128.2 FT (39.1 M) NORTH OF THE CENTER OF
 AH2873'THE RAILROAD TRACKS RUNNING EAST-WEST, 2.8 FT (0.9 M) SOUTH OF A
 AH2873'WOODEN FENCE POST, 6.6 FT (2.0 M) SOUTHWEST OF A 1.5 INCH DIAMETER
 AH2873'IRON PIPE THAT IS APPROXIMATELY 6.0 FT (1.8 M) TALL, 117.4 FT (35.8 M)
 AH2873'NORTHWEST OF A RAILROAD POWER POLE, 102.7 FT (31.3 M) NORTHEAST OF A
 AH2873'RAILROAD POWER POLE, 336.0 FT (102.4 M) EAST OF A 26 INCH DIAMETER
 AH2873'TREE, 47.9 FT (14.6 M) WEST OF A TELEPHONE RISER, 2.8 FT (0.9 M) SOUTH
 AH2873'OF THE EAST-WEST FENCE LINE, 1.8 FT (0.5 M) SOUTH OF A ORANGE
 AH2873'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2873'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2872 ***********************************************************************
 AH2872  DESIGNATION -  DEK30 2B
 AH2872  PID         -  AH2872
 AH2872  STATE/COUNTY-  IL/DE KALB
 AH2872  USGS QUAD   -  WATERMAN (1994)
 AH2872
 AH2872                         *CURRENT SURVEY CONTROL
 AH2872  ___________________________________________________________________
 AH2872* NAD 83(1997)-  41 46 08.55998(N)    088 45 19.68677(W)     ADJUSTED  
 AH2872* NAVD 88     -       240.1    (meters)     788.     (feet)  GPS OBS   
 AH2872  ___________________________________________________________________
 AH2872  X           -     103,477.600 (meters)                     COMP
 AH2872  Y           -  -4,763,155.895 (meters)                     COMP
 AH2872  Z           -   4,226,643.698 (meters)                     COMP
 AH2872  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AH2872  ELLIP HEIGHT-         207.03  (meters)          (12/06/04) GPS OBS
 AH2872  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AH2872
 AH2872  HORZ ORDER  -  FIRST
 AH2872  ELLP ORDER  -  FOURTH    CLASS I
 AH2872
 AH2872.The horizontal coordinates were established by GPS observations
 AH2872.and adjusted by the National Geodetic Survey in September 1998..
 AH2872
 AH2872.The orthometric height was determined by GPS observations and a
 AH2872.high-resolution geoid model.
 AH2872
 AH2872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2872
 AH2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2872
 AH2872.The ellipsoidal height was determined by GPS observations
 AH2872.and is referenced to NAD 83.
 AH2872
 AH2872.The geoid height was determined by GEOID03.
 AH2872
 AH2872;                    North         East     Units Scale Factor Converg.
 AH2872;SPC IL E     -   566,536.907   264,900.436   MT  0.99999015   -0 16 52.3
 AH2872;SPC IL E     - 1,858,713.17    869,094.18   sFT  0.99999015   -0 16 52.3
 AH2872;UTM  16      - 4,625,623.232   354,089.136   MT  0.99986199   -1 10 10.5
 AH2872
 AH2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2872!SPC IL E     -   0.99996753  x   0.99999015  =   0.99995768
 AH2872!UTM  16      -   0.99996753  x   0.99986199  =   0.99982952
 AH2872
 AH2872:                Primary Azimuth Mark                     Grid Az
 AH2872:SPC IL E     -  DEK30 2A                                 272 28 25.2
 AH2872:UTM  16      -  DEK30 2A                                 273 21 43.4
 AH2872
 AH2872|---------------------------------------------------------------------|
 AH2872| PID    Reference Object                     Distance      Geod. Az  |
 AH2872|                                                           dddmmss.s |
 AH2872| AH2873 DEK30 2A                            APPROX. 0.5 KM 2721132.9 |
 AH2872|---------------------------------------------------------------------|
 AH2872
 AH2872                          SUPERSEDED SURVEY CONTROL
 AH2872
 AH2872  ELLIP H (09/15/98)  207.07   (m)                       GP(       ) 3 1
 AH2872
 AH2872.Superseded values are not recommended for survey control.
 AH2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2872.See file dsdata.txt to determine how the superseded data were derived.
 AH2872
 AH2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5408925623(NAD 83)
 AH2872_MARKER: I = METAL ROD
 AH2872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2872_STAMPING: DEK30-2B
 AH2872_MARK LOGO: ILDT  
 AH2872_PROJECTION: RECESSED 8 CENTIMETERS
 AH2872_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2872+STABILITY: POSITION/ELEVATION WELL
 AH2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2872+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2872_ROD/PIPE-DEPTH:  7.3 meters
 AH2872_SLEEVE-DEPTH  :  0.9 meters
 AH2872
 AH2872  HISTORY     - Date     Condition        Report By
 AH2872  HISTORY     - 1996     MONUMENTED       SECI
 AH2872
 AH2872                          STATION DESCRIPTION
 AH2872
 AH2872'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2872'STATION IS LOCATED APPROXIMATELY 0.95 MI (1.53 KM) EAST OF WATERMAN,
 AH2872'APPROXIMATELY 320 FT (97.5 M) WEST OF THE INTERSECTION OF U.S.  ROUTE
 AH2872'30 AND ILLINOIS ROUTE 23, LOCATED ON THE SOUTH SIDE OF U.S.  ROUTE 30
 AH2872'IN THE SOUTHEAST 1/4 OF SECTION 15, T 38 N, R 4 E.  TO REACH FROM THE
 AH2872'JUNCTION OF U.S.  ROUTE 30 AND ILLINOIS ROUTE 23, APPROXIMATELY 1.05
 AH2872'MI (1.69 KM) EAST OF WATERMAN, PROCEED WEST ALONG U.S.  ROUTE 30 FOR
 AH2872'APPROXIMATELY 320 FT (97.5 M) TO THE STATION ON THE LEFT (SOUTH) OF
 AH2872'U.S.  ROUTE 30.  THE STATION IS LOCATED 45.1 FT (13.7 M) SOUTH OF THE
 AH2872'CENTERLINE OF U.S.  ROUTE 30, 320.1 FT (97.6 M) WEST OF THE CENTERLINE
 AH2872'OF ILLINOIS ROUTE 23, 45.2 FT (13.8 M) NORTH OF THE CENTER OF THE
 AH2872'RAILROAD TRACKS RUNNING EAST-WEST, 84.3 FT (25.7 M) SOUTH OF A POWER
 AH2872'POLE, 25.9 FT (7.9 M) NORTHWEST OF A RAILROAD POWER POLE, 100.8 FT
 AH2872'(30.7 M) NORTH OF A POWER POLE, 91.8 FT (28.0 M) NORTHEAST OF A
 AH2872'RAILROAD POWER POLE, 103.0 FT (31.4 M) WEST OF AN 18 INCH DIAMETER
 AH2872'TREE.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2872'NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2874 ***********************************************************************
 AH2874  DESIGNATION -  DEK30 3A
 AH2874  PID         -  AH2874
 AH2874  STATE/COUNTY-  IL/DE KALB
 AH2874  USGS QUAD   -  BIG ROCK (1975)
 AH2874
 AH2874                         *CURRENT SURVEY CONTROL
 AH2874  ___________________________________________________________________
 AH2874* NAD 83(1997)-  41 46 02.56789(N)    088 36 43.21111(W)     ADJUSTED  
 AH2874* NAVD 88     -       226.4    (meters)     743.     (feet)  GPS OBS   
 AH2874  ___________________________________________________________________
 AH2874  X           -     115,406.678 (meters)                     COMP
 AH2874  Y           -  -4,762,994.745 (meters)                     COMP
 AH2874  Z           -   4,226,496.669 (meters)                     COMP
 AH2874  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AH2874  ELLIP HEIGHT-         193.31  (meters)          (12/06/04) GPS OBS
 AH2874  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AH2874
 AH2874  HORZ ORDER  -  FIRST
 AH2874  ELLP ORDER  -  FOURTH    CLASS I
 AH2874
 AH2874.The horizontal coordinates were established by GPS observations
 AH2874.and adjusted by the National Geodetic Survey in September 1998..
 AH2874
 AH2874.The orthometric height was determined by GPS observations and a
 AH2874.high-resolution geoid model.
 AH2874
 AH2874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2874
 AH2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2874
 AH2874.The ellipsoidal height was determined by GPS observations
 AH2874.and is referenced to NAD 83.
 AH2874
 AH2874.The geoid height was determined by GEOID03.
 AH2874
 AH2874;                    North         East     Units Scale Factor Converg.
 AH2874;SPC IL E     -   566,303.445   276,828.671   MT  0.99998160   -0 11 08.2
 AH2874;SPC IL E     - 1,857,947.22    908,228.73   sFT  0.99998160   -0 11 08.2
 AH2874;UTM  16      - 4,625,204.924   366,010.596   MT  0.99982093   -1 04 26.1
 AH2874
 AH2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2874!SPC IL E     -   0.99996968  x   0.99998160  =   0.99995128
 AH2874!UTM  16      -   0.99996968  x   0.99982093  =   0.99979062
 AH2874
 AH2874:                Primary Azimuth Mark                     Grid Az
 AH2874:SPC IL E     -  DEK30 3B                                 092 30 11.2
 AH2874:UTM  16      -  DEK30 3B                                 093 23 29.1
 AH2874
 AH2874|---------------------------------------------------------------------|
 AH2874| PID    Reference Object                     Distance      Geod. Az  |
 AH2874|                                                           dddmmss.s |
 AH2874| AH2875 DEK30 3B                            APPROX. 0.8 KM 0921903.0 |
 AH2874|---------------------------------------------------------------------|
 AH2874
 AH2874                          SUPERSEDED SURVEY CONTROL
 AH2874
 AH2874  ELLIP H (09/15/98)  193.35   (m)                       GP(       ) 3 1
 AH2874
 AH2874.Superseded values are not recommended for survey control.
 AH2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2874.See file dsdata.txt to determine how the superseded data were derived.
 AH2874
 AH2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6601125205(NAD 83)
 AH2874_MARKER: I = METAL ROD
 AH2874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2874_STAMPING: DEK30-3A
 AH2874_MARK LOGO: ILDT  
 AH2874_PROJECTION: RECESSED 5 CENTIMETERS
 AH2874_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2874+STABILITY: POSITION/ELEVATION WELL
 AH2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2874+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2874_ROD/PIPE-DEPTH:  6.1 meters
 AH2874_SLEEVE-DEPTH  :  0.9 meters
 AH2874
 AH2874  HISTORY     - Date     Condition        Report By
 AH2874  HISTORY     - 1996     MONUMENTED       SECI
 AH2874
 AH2874                          STATION DESCRIPTION
 AH2874
 AH2874'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2874'STATION IS LOCATED APPROXIMATELY 1.4 MI (2.3 KM) EAST OF HINCKLEY,
 AH2874'APPROXIMATELY .51 MI (0.82 KM) WEST ALONG U.S.  ROUTE 30 FROM THE
 AH2874'INTERSECTION OF U.S.  ROUTE 30 AND COUNTY LINE ROAD, LOCATED ON THE
 AH2874'SOUTH SIDE OF U.S.  ROUTE 30 IN THE SOUTHWEST 1/4 OF SECTION 13, T 38
 AH2874'N, R 5 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 30 AND COUNTY
 AH2874'LINE ROAD, APPROXIMATELY 1.85 MI (2.98 KM) EAST OF HINCKLEY, PROCEED
 AH2874'WEST ON U.S.  ROUTE 30 FOR APPROXIMATELY 0.51 MI (0.82 KM) TO THE
 AH2874'STATION ON THE SOUTH, WEST OF A FIELD ENTRANCE TO THE SOUTH.  THE
 AH2874'STATION IS LOCATED 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF U.S.
 AH2874'ROUTE 30, 12.5 FT (3.8 M) WEST OF THE CENTERLINE OF A FIED ENTRANCE TO
 AH2874'THE SOUTH, 50.1 FT (15.3 M) NORTH OF THE CENTER OF THE RAILROAD TRACKS
 AH2874'RUNNING EAST-WEST, 30.4 FT (9.3 M) NORTHWEST OF A RAILROAD POWER POLE,
 AH2874'78.4 FT (23.9 M) NORTHEAST OF A RAILROAD POWER POLE, 81.9 FT (25.0 M)
 AH2874'SOUTHWEST OF A CONCRETE R.O.W.  MARKER, 10.2 FT (3.1 M) SOUTHEAST OF
 AH2874'THE WEST EDGE OF A CORRUGATED METAL PIPE CULVERT RUNNING EAST-WEST
 AH2874'UNDER THE FIELD ENTRANCE, 2.0 FT (0.6 M) NORTH OF AN ORANGE FIBERGLASS
 AH2874'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH2874'CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES AND ALSO SET IN THE
 AH2874'TOP OF THE CORRUGATED METAL PIPE CULVERT,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2875 ***********************************************************************
 AH2875  DESIGNATION -  DEK30 3B
 AH2875  PID         -  AH2875
 AH2875  STATE/COUNTY-  IL/DE KALB
 AH2875  USGS QUAD   -  BIG ROCK (1975)
 AH2875
 AH2875                         *CURRENT SURVEY CONTROL
 AH2875  ___________________________________________________________________
 AH2875* NAD 83(1997)-  41 46 01.53026(N)    088 36 09.01045(W)     ADJUSTED  
 AH2875* NAVD 88     -       224.8    (meters)     738.     (feet)  GPS OBS   
 AH2875  ___________________________________________________________________
 AH2875  X           -     116,196.917 (meters)                     COMP
 AH2875  Y           -  -4,762,995.677 (meters)                     COMP
 AH2875  Z           -   4,226,471.732 (meters)                     COMP
 AH2875  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AH2875  ELLIP HEIGHT-         191.72  (meters)          (12/06/04) GPS OBS
 AH2875  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AH2875
 AH2875  HORZ ORDER  -  FIRST
 AH2875  ELLP ORDER  -  FOURTH    CLASS I
 AH2875
 AH2875.The horizontal coordinates were established by GPS observations
 AH2875.and adjusted by the National Geodetic Survey in September 1998..
 AH2875
 AH2875.The orthometric height was determined by GPS observations and a
 AH2875.high-resolution geoid model.
 AH2875
 AH2875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2875
 AH2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2875
 AH2875.The ellipsoidal height was determined by GPS observations
 AH2875.and is referenced to NAD 83.
 AH2875
 AH2875.The geoid height was determined by GEOID03.
 AH2875
 AH2875;                    North         East     Units Scale Factor Converg.
 AH2875;SPC IL E     -   566,268.916   277,618.510   MT  0.99998116   -0 10 45.5
 AH2875;SPC IL E     - 1,857,833.94    910,820.06   sFT  0.99998116   -0 10 45.5
 AH2875;UTM  16      - 4,625,158.162   366,799.677   MT  0.99981833   -1 04 03.3
 AH2875
 AH2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2875!SPC IL E     -   0.99996993  x   0.99998116  =   0.99995109
 AH2875!UTM  16      -   0.99996993  x   0.99981833  =   0.99978827
 AH2875
 AH2875:                Primary Azimuth Mark                     Grid Az
 AH2875:SPC IL E     -  DEK30 3A                                 272 30 11.3
 AH2875:UTM  16      -  DEK30 3A                                 273 23 29.1
 AH2875
 AH2875|---------------------------------------------------------------------|
 AH2875| PID    Reference Object                     Distance      Geod. Az  |
 AH2875|                                                           dddmmss.s |
 AH2875| AH2874 DEK30 3A                            APPROX. 0.8 KM 2721925.8 |
 AH2875|---------------------------------------------------------------------|
 AH2875
 AH2875                          SUPERSEDED SURVEY CONTROL
 AH2875
 AH2875  ELLIP H (09/15/98)  191.75   (m)                       GP(       ) 3 1
 AH2875
 AH2875.Superseded values are not recommended for survey control.
 AH2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2875.See file dsdata.txt to determine how the superseded data were derived.
 AH2875
 AH2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6680025158(NAD 83)
 AH2875_MARKER: I = METAL ROD
 AH2875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2875_STAMPING: DEK30-3B
 AH2875_MARK LOGO: ILDT  
 AH2875_PROJECTION: RECESSED 5 CENTIMETERS
 AH2875_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2875+STABILITY: POSITION/ELEVATION WELL
 AH2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2875+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AH2875_ROD/PIPE-DEPTH: 6.1  meters
 AH2875_SLEEVE-DEPTH  : 0.9 meters
 AH2875
 AH2875  HISTORY     - Date     Condition        Report By
 AH2875  HISTORY     - 1996     MONUMENTED       SECI
 AH2875  HISTORY     - 20001010 GOOD             SECI
 AH2875
 AH2875                          STATION DESCRIPTION
 AH2875
 AH2875'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2875'STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) EAST OF HINCKLEY, AT
 AH2875'THE SOUTHWEST CORNER OF THE INTERSECTION OF U.S.  ROUTE 30 AND COUNTY
 AH2875'LINE ROAD IN THE SOUTHEAST 1/4 OF SECTION 13, T 38 N, R 5 E.  THE
 AH2875'STATION IS LOCATED 37.4 FT (11.4 M) SOUTH OF THE CENTERLINE OF U.S.
 AH2875'ROUTE 30, 95.3 FT (29.0 M) WEST OF THE CENTERLINE OF COUNTY LINE ROAD,
 AH2875'121.7 FT (37.1 M) SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 62.3 FT
 AH2875'(19.0 M) WEST OF A POWER POLE WITH A GUY WIRE AND LIGHT, 46.2 FT (14.1
 AH2875'M) NORTHWEST OF A RAILROAD POWER POLE, 45.3 FT (13.8 M) NORTHEAST OF A
 AH2875'RAILROAD POWER POLE, 53.4 FT (16.3 M) NORTH OF THE CENTER OF THE
 AH2875'EAST-WEST RAILROAD TRACKS, 119.8 FT (36.5 M) NORTHWEST OF A CONCRETE
 AH2875'R.O.W.  MARKER, 48.3 FT (14.7 M) SOUTHWEST FROM THE WEST END OF A
 AH2875'CORRUGATED METAL PIPE CULVERT WITH A FLARED END SECTION RUNNING
 AH2875'EAST-WEST UNDER COUNTY LINE ROAD, 1.2 FT (0.4 M) NORTH OF AN ORANGE
 AH2875'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2875'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES AND ALSO
 AH2875'SET IN THE TOP OF THE CORRUGATED METAL PIPE CULVERT,
 AH2875
 AH2875                          STATION RECOVERY (2000)
 AH2875
 AH2875'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 AH2875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2906 ***********************************************************************
 AH2906  DESIGNATION -  DEK34 1A
 AH2906  PID         -  AH2906
 AH2906  STATE/COUNTY-  IL/DE KALB
 AH2906  USGS QUAD   -  PLANO (1994)
 AH2906
 AH2906                         *CURRENT SURVEY CONTROL
 AH2906  ___________________________________________________________________
 AH2906* NAD 83(1997)-  41 38 47.72770(N)    088 36 35.77138(W)     ADJUSTED  
 AH2906* NAVD 88     -       199.6    (meters)     655.     (feet)  GPS OBS   
 AH2906  ___________________________________________________________________
 AH2906  X           -     115,794.522 (meters)                     COMP
 AH2906  Y           -  -4,771,893.941 (meters)                     COMP
 AH2906  Z           -   4,216,462.910 (meters)                     COMP
 AH2906  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 AH2906  ELLIP HEIGHT-         166.46  (meters)          (12/06/04) GPS OBS
 AH2906  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AH2906
 AH2906  HORZ ORDER  -  FIRST
 AH2906  ELLP ORDER  -  FOURTH    CLASS I
 AH2906
 AH2906.The horizontal coordinates were established by GPS observations
 AH2906.and adjusted by the National Geodetic Survey in September 1998..
 AH2906
 AH2906.The orthometric height was determined by GPS observations and a
 AH2906.high-resolution geoid model.
 AH2906
 AH2906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2906
 AH2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2906
 AH2906.The ellipsoidal height was determined by GPS observations
 AH2906.and is referenced to NAD 83.
 AH2906
 AH2906.The geoid height was determined by GEOID03.
 AH2906
 AH2906;                    North         East     Units Scale Factor Converg.
 AH2906;SPC IL E     -   552,887.470   276,957.418   MT  0.99998153   -0 11 01.7
 AH2906;SPC IL E     - 1,813,931.64    908,651.13   sFT  0.99998153   -0 11 01.7
 AH2906;UTM  16      - 4,611,790.717   365,931.596   MT  0.99982119   -1 04 12.1
 AH2906
 AH2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2906!SPC IL E     -   0.99997389  x   0.99998153  =   0.99995542
 AH2906!UTM  16      -   0.99997389  x   0.99982119  =   0.99979509
 AH2906
 AH2906:                Primary Azimuth Mark                     Grid Az
 AH2906:SPC IL E     -  DEK34 1B                                 082 50 40.4
 AH2906:UTM  16      -  DEK34 1B                                 083 43 50.8
 AH2906
 AH2906|---------------------------------------------------------------------|
 AH2906| PID    Reference Object                     Distance      Geod. Az  |
 AH2906|                                                           dddmmss.s |
 AH2906| AH2907 DEK34 1B                            APPROX. 0.6 KM 0823938.7 |
 AH2906|---------------------------------------------------------------------|
 AH2906
 AH2906                          SUPERSEDED SURVEY CONTROL
 AH2906
 AH2906  ELLIP H (09/15/98)  166.50   (m)                       GP(       ) 3 1
 AH2906
 AH2906.Superseded values are not recommended for survey control.
 AH2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2906.See file dsdata.txt to determine how the superseded data were derived.
 AH2906
 AH2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6593211791(NAD 83)
 AH2906_MARKER: I = METAL ROD
 AH2906_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2906_STAMPING: DEK34-1A
 AH2906_MARK LOGO: ILDT  
 AH2906_PROJECTION: RECESSED 8 CENTIMETERS
 AH2906_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2906+STABILITY: POSITION/ELEVATION WELL
 AH2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2906+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2906_ROD/PIPE-DEPTH:  6.1 meters
 AH2906_SLEEVE-DEPTH  :  0.9 meters
 AH2906
 AH2906  HISTORY     - Date     Condition        Report By
 AH2906  HISTORY     - 1996     MONUMENTED       SECI
 AH2906
 AH2906                          STATION DESCRIPTION
 AH2906
 AH2906'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2906'STATION IS LOCATED WITHIN THE CITY LIMITS OF SANDWICH, IN THE EAST
 AH2906'HALF OF THE CITY IN THE SOUTHWEST 1/4 OF SECTION 25, T 37 N, R 5 E. TO
 AH2906'REACH FROM THE JUNCTION OF U.S.  ROUTE 34 (CHURCH STREET) AND OLD
 AH2906'ROUTE 34, PROCEED WEST APPROXIMATELY .36 MI (0.58 KM) ALONG OLD ROUTE
 AH2906'34 TO THE THE STATION ON THE RIGHT (NORTH) SIDE OF OLD ROUTE 34.  THE
 AH2906'STATION IS LOCATED 21.2 FT (6.5 M) NORTH OF THE CENTERLINE OF OLD
 AH2906'ROUTE 34, 43.4 FT (13.2 M) SOUTH OF THE CENTERLINE OF THE SOUTH
 AH2906'RAILROAD TRACKS, 106.4 FT (32.4 M) NORTHEAST OF THE NORTHWEST CORNER
 AH2906'OF A METAL BUILDING (HANDDOCK TOOL AND MFG.  CO.) , 72.2 FT (22.0 M)
 AH2906'NORTH OF THE NORTHEAST CORNER OF A METAL BUILDING (HANDDOCK TOOL AND
 AH2906'MFG.  CO.) , 127.5 FT (38.9 M) NORTHWEST OF THE NORTHEAST CORNER OF A
 AH2906'CONCRETE BLOCK BUILDING (LE SAN CLEANERS) , 92.7 FT (28.3 M) NORTHWEST
 AH2906'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING (IDLE HOUR
 AH2906'BOWLING ALLEY) , 109.1 FT (33.3 M) NORTHWEST OF THE NORTHWEST CORNER
 AH2906'OF THE ENTRANCE TO A CONCRETE BLOCK BUILDING (IDLE HOUR BOWLING ALLEY)
 AH2906', AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE WITNESS POST. NOTES--ACCESS TO
 AH2906'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2907 ***********************************************************************
 AH2907  DESIGNATION -  DEK34 1B
 AH2907  PID         -  AH2907
 AH2907  STATE/COUNTY-  IL/DE KALB
 AH2907  USGS QUAD   -  PLANO (1994)
 AH2907
 AH2907                         *CURRENT SURVEY CONTROL
 AH2907  ___________________________________________________________________
 AH2907* NAD 83(1997)-  41 38 50.14656(N)    088 36 10.72548(W)     ADJUSTED  
 AH2907* NAVD 88     -       197.7    (meters)     649.     (feet)  GPS OBS   
 AH2907  ___________________________________________________________________
 AH2907  X           -     116,372.710 (meters)                     COMP
 AH2907  Y           -  -4,771,828.885 (meters)                     COMP
 AH2907  Z           -   4,216,517.447 (meters)                     COMP
 AH2907  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 AH2907  ELLIP HEIGHT-         164.61  (meters)          (12/06/04) GPS OBS
 AH2907  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AH2907
 AH2907  HORZ ORDER  -  FIRST
 AH2907  ELLP ORDER  -  FOURTH    CLASS I
 AH2907
 AH2907.The horizontal coordinates were established by GPS observations
 AH2907.and adjusted by the National Geodetic Survey in September 1998..
 AH2907
 AH2907.The orthometric height was determined by GPS observations and a
 AH2907.high-resolution geoid model.
 AH2907
 AH2907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2907
 AH2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2907
 AH2907.The ellipsoidal height was determined by GPS observations
 AH2907.and is referenced to NAD 83.
 AH2907
 AH2907.The geoid height was determined by GEOID03.
 AH2907
 AH2907;                    North         East     Units Scale Factor Converg.
 AH2907;SPC IL E     -   552,960.258   277,537.225   MT  0.99998121   -0 10 45.1
 AH2907;SPC IL E     - 1,814,170.45    910,553.38   sFT  0.99998121   -0 10 45.1
 AH2907;UTM  16      - 4,611,854.519   366,512.366   MT  0.99981928   -1 03 55.5
 AH2907
 AH2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2907!SPC IL E     -   0.99997418  x   0.99998121  =   0.99995539
 AH2907!UTM  16      -   0.99997418  x   0.99981928  =   0.99979347
 AH2907
 AH2907:                Primary Azimuth Mark                     Grid Az
 AH2907:SPC IL E     -  DEK34 1A                                 262 50 40.5
 AH2907:UTM  16      -  DEK34 1A                                 263 43 50.9
 AH2907
 AH2907|---------------------------------------------------------------------|
 AH2907| PID    Reference Object                     Distance      Geod. Az  |
 AH2907|                                                           dddmmss.s |
 AH2907| AH2906 DEK34 1A                            APPROX. 0.6 KM 2623955.4 |
 AH2907|---------------------------------------------------------------------|
 AH2907
 AH2907                          SUPERSEDED SURVEY CONTROL
 AH2907
 AH2907  ELLIP H (09/15/98)  164.65   (m)                       GP(       ) 3 1
 AH2907
 AH2907.Superseded values are not recommended for survey control.
 AH2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2907.See file dsdata.txt to determine how the superseded data were derived.
 AH2907
 AH2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6651211855(NAD 83)
 AH2907_MARKER: I = METAL ROD
 AH2907_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2907_STAMPING: DEK34-1B
 AH2907_MARK LOGO: ILDT  
 AH2907_PROJECTION: RECESSED 8 CENTIMETERS
 AH2907_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2907+STABILITY: POSITION/ELEVATION WELL
 AH2907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2907+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2907_ROD/PIPE-DEPTH:  7.3 meters
 AH2907_SLEEVE-DEPTH  :  0.9 meters
 AH2907
 AH2907  HISTORY     - Date     Condition        Report By
 AH2907  HISTORY     - 1996     MONUMENTED       SECI
 AH2907
 AH2907                          STATION DESCRIPTION
 AH2907
 AH2907'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2907'STATION IS LOCATED WITHIN THE CITY LIMITS OF SANDWICH, IN THE EAST
 AH2907'HALF OF THE CITY IN THE SOUTHEAST 1/4 OF SECTION 25, T 37 N, R 5 E.
 AH2907'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE TEE INTERSECTION
 AH2907'OF U.S.  ROUTE 34 (CHURCH STREET) AND OLD ROUTE 34, 70.7 FT (21.5 M)
 AH2907'NORTH OF THE CENTERLINE OF U.S.  ROUTE 34, 50.4 FT (15.4 M) NORTHEAST
 AH2907'OF THE CENTERLINE OF OLD ROUTE 34, 65.8 FT (20.1 M) SOUTH OF THE
 AH2907'CENTERLINE OF THE SOUTH RAILROAD TRACKS, 101.2 FT (30.8 M) NORTHEAST
 AH2907'OF A POWER POLE, 128.4 FT (39.1 M) NORTHWEST OF A POWER POLE, 39.8 FT
 AH2907'(12.1 M) EAST OF AN ARROW RIGHT SIGN, AND 1.6 FT (0.5 M) SOUTH OF AN
 AH2907'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2907'THROUGH A 6-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2870 ***********************************************************************
 AH2870  DESIGNATION -  DEK64 1A
 AH2870  PID         -  AH2870
 AH2870  STATE/COUNTY-  IL/DE KALB
 AH2870  USGS QUAD   -  FAIRDALE (1978)
 AH2870
 AH2870                         *CURRENT SURVEY CONTROL
 AH2870  ___________________________________________________________________
 AH2870* NAD 83(1997)-  42 00 03.55846(N)    088 54 32.91885(W)     ADJUSTED  
 AH2870* NAVD 88     -       271.3    (meters)     890.     (feet)  GPS OBS   
 AH2870  ___________________________________________________________________
 AH2870  X           -      90,374.752 (meters)                     COMP
 AH2870  Y           -  -4,746,242.219 (meters)                     COMP
 AH2870  Z           -   4,245,844.863 (meters)                     COMP
 AH2870  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AH2870  ELLIP HEIGHT-         238.27  (meters)          (12/06/04) GPS OBS
 AH2870  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH2870
 AH2870  HORZ ORDER  -  FIRST
 AH2870  ELLP ORDER  -  FOURTH    CLASS I
 AH2870
 AH2870.The horizontal coordinates were established by GPS observations
 AH2870.and adjusted by the National Geodetic Survey in September 1998..
 AH2870
 AH2870.The orthometric height was determined by GPS observations and a
 AH2870.high-resolution geoid model.
 AH2870
 AH2870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2870
 AH2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2870
 AH2870.The ellipsoidal height was determined by GPS observations
 AH2870.and is referenced to NAD 83.
 AH2870
 AH2870.The geoid height was determined by GEOID03.
 AH2870
 AH2870;                    North         East     Units Scale Factor Converg.
 AH2870;SPC IL E     -   592,372.801   252,295.483   MT  1.00000299   -0 23 07.1
 AH2870;SPC IL E     - 1,943,476.43    827,739.43   sFT  1.00000299   -0 23 07.1
 AH2870;UTM  16      - 4,651,648.978   341,888.559   MT  0.99990762   -1 16 39.9
 AH2870
 AH2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2870!SPC IL E     -   0.99996263  x   1.00000299  =   0.99996562
 AH2870!UTM  16      -   0.99996263  x   0.99990762  =   0.99987025
 AH2870
 AH2870:                Primary Azimuth Mark                     Grid Az
 AH2870:SPC IL E     -  DEK64 1B                                 092 32 02.1
 AH2870:UTM  16      -  DEK64 1B                                 093 25 34.9
 AH2870
 AH2870|---------------------------------------------------------------------|
 AH2870| PID    Reference Object                     Distance      Geod. Az  |
 AH2870|                                                           dddmmss.s |
 AH2870| AH2871 DEK64 1B                            APPROX. 0.5 KM 0920855.0 |
 AH2870|---------------------------------------------------------------------|
 AH2870
 AH2870                          SUPERSEDED SURVEY CONTROL
 AH2870
 AH2870  ELLIP H (09/15/98)  238.31   (m)                       GP(       ) 3 1
 AH2870
 AH2870.Superseded values are not recommended for survey control.
 AH2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2870.See file dsdata.txt to determine how the superseded data were derived.
 AH2870
 AH2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4188951649(NAD 83)
 AH2870_MARKER: I = METAL ROD
 AH2870_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2870_STAMPING: DEK64-1A
 AH2870_MARK LOGO: ILDT  
 AH2870_PROJECTION: RECESSED 3 CENTIMETERS
 AH2870_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2870+STABILITY: POSITION/ELEVATION WELL
 AH2870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2870+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AH2870_ROD/PIPE-DEPTH:  4.9 meters
 AH2870_SLEEVE-DEPTH  :  0.9 meters
 AH2870
 AH2870  HISTORY     - Date     Condition        Report By
 AH2870  HISTORY     - 1996     MONUMENTED       SECI
 AH2870  HISTORY     - 20051107 GOOD             FGRAH
 AH2870
 AH2870                          STATION DESCRIPTION
 AH2870
 AH2870'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2870'STATION IS LOCATED APPROXIMATELY 9.6 MI (15.4 KM) NORTHWEST OF DEKALB,
 AH2870'6.9 MI (11.1 KM) SOUTHWEST OF KINGSTON, 1.59 MI (2.56 KM) WEST OF THE
 AH2870'INTERSECTION ILLINOIS ROUTE 64 AND MALTA ROAD, AND LOCATED ON THE
 AH2870'NORTH SIDE OF ILLINOIS ROUTE 64 IN THE NORTHEAST 1/4 OF SECTION 29, T
 AH2870'41 N, R 3 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND
 AH2870'MALTA ROAD, PROCEED WEST APPROXIMATELY 1.59 MI (2.56 KM) TO THE
 AH2870'STATION ON THE RIGHT (NORTH) OF ILLINOIS ROUTE 64 NEAR THE EAST-WEST
 AH2870'FENCE LINE.  THE STATION IS LOCATED 38.5 FT (11.7 M) NORTH OF THE
 AH2870'CENTERLINE OF ILLINOIS ROUTE 64, APPROXIMATELY 176 FT (53.6 M) EAST OF
 AH2870'THE CENTERLINE OF A PRIVATE DRIVE LEADING TO A FARM TO THE NORTH,
 AH2870'163.5 FT (49.8 M) EAST OF A POWER POLE, 101.4 FT (30.9 M) EAST OF A
 AH2870'FENCE CORNER (FENCES RUN NORTH AND EAST) , 99.4 FT (30.3 M) NORTHEAST
 AH2870'FROM A COUNTY MILEAGE SIGN FOR ILLINOIS ROUTE 64 WITH A MILEAGE OF 2.0
 AH2870'MI, (3.2 KM) 3.0 FT (0.9 M) SOUTH OF AN EAST-WEST FENCE, AND 2.0 FT
 AH2870'(0.6 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO
 AH2870'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2870'WOOD PHYSICAL TIES.
 AH2870
 AH2870                          STATION RECOVERY (2005)
 AH2870
 AH2870'RECOVERY NOTE BY FEHR-GRAHAM AND ASSOCIATES 2005
 AH2870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2871 ***********************************************************************
 AH2871  DESIGNATION -  DEK64 1B
 AH2871  PID         -  AH2871
 AH2871  STATE/COUNTY-  IL/DE KALB
 AH2871  USGS QUAD   -  FAIRDALE (1978)
 AH2871
 AH2871                         *CURRENT SURVEY CONTROL
 AH2871  ___________________________________________________________________
 AH2871* NAD 83(1997)-  42 00 02.92387(N)    088 54 10.26455(W)     ADJUSTED  
 AH2871* NAVD 88     -       282.6    (meters)     927.     (feet)  GPS OBS   
 AH2871  ___________________________________________________________________
 AH2871  X           -      90,896.448 (meters)                     COMP
 AH2871  Y           -  -4,746,253.738 (meters)                     COMP
 AH2871  Z           -   4,245,837.854 (meters)                     COMP
 AH2871  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AH2871  ELLIP HEIGHT-         249.54  (meters)          (12/06/04) GPS OBS
 AH2871  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH2871
 AH2871  HORZ ORDER  -  FIRST
 AH2871  ELLP ORDER  -  FOURTH    CLASS I
 AH2871
 AH2871.The horizontal coordinates were established by GPS observations
 AH2871.and adjusted by the National Geodetic Survey in September 1998..
 AH2871
 AH2871.The orthometric height was determined by GPS observations and a
 AH2871.high-resolution geoid model.
 AH2871
 AH2871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2871
 AH2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2871
 AH2871.The ellipsoidal height was determined by GPS observations
 AH2871.and is referenced to NAD 83.
 AH2871
 AH2871.The geoid height was determined by GEOID03.
 AH2871
 AH2871;                    North         East     Units Scale Factor Converg.
 AH2871;SPC IL E     -   592,349.736   252,816.703   MT  1.00000238   -0 22 51.9
 AH2871;SPC IL E     - 1,943,400.76    829,449.47   sFT  1.00000238   -0 22 51.9
 AH2871;UTM  16      - 4,651,617.800   342,409.306   MT  0.99990560   -1 16 24.7
 AH2871
 AH2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2871!SPC IL E     -   0.99996086  x   1.00000238  =   0.99996324
 AH2871!UTM  16      -   0.99996086  x   0.99990560  =   0.99986647
 AH2871
 AH2871:                Primary Azimuth Mark                     Grid Az
 AH2871:SPC IL E     -  DEK64 1A                                 272 32 02.0
 AH2871:UTM  16      -  DEK64 1A                                 273 25 34.8
 AH2871
 AH2871|---------------------------------------------------------------------|
 AH2871| PID    Reference Object                     Distance      Geod. Az  |
 AH2871|                                                           dddmmss.s |
 AH2871| AH2870 DEK64 1A                            APPROX. 0.5 KM 2720910.1 |
 AH2871|---------------------------------------------------------------------|
 AH2871
 AH2871                          SUPERSEDED SURVEY CONTROL
 AH2871
 AH2871  ELLIP H (09/15/98)  249.58   (m)                       GP(       ) 3 1
 AH2871
 AH2871.Superseded values are not recommended for survey control.
 AH2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2871.See file dsdata.txt to determine how the superseded data were derived.
 AH2871
 AH2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4240951618(NAD 83)
 AH2871_MARKER: I = METAL ROD
 AH2871_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2871_STAMPING: DEK64-1B
 AH2871_MARK LOGO: ILDT  
 AH2871_PROJECTION: RECESSED 3 CENTIMETERS
 AH2871_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2871+STABILITY: POSITION/ELEVATION WELL
 AH2871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2871+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2871_ROD/PIPE-DEPTH:  3.7 meters
 AH2871_SLEEVE-DEPTH  :  0.9 meters
 AH2871
 AH2871  HISTORY     - Date     Condition        Report By
 AH2871  HISTORY     - 1996     MONUMENTED       SECI
 AH2871
 AH2871                          STATION DESCRIPTION
 AH2871
 AH2871'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2871'STATION IS LOCATED APPROXIMATELY 9.2 MI (14.8 KM) NORTHWEST OF DEKALB,
 AH2871'6.9 MI (11.1 KM) SOUTHWEST OF KINGSTON, 1.27 MI (2.04 KM) WEST OF THE
 AH2871'INTERSECTION ILLINOIS ROUTE 64 AND MALTA ROAD, AND LOCATED ON THE
 AH2871'SOUTH SIDE OF ILLINOIS ROUTE 64 IN THE SOUTHWEST 1/4 OF SECTION 28, T
 AH2871'41 N, R 3 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND
 AH2871'MALTA ROAD, PROCEED WEST APPROXIMATELY 1.27 MI (2.04 KM) TO THE
 AH2871'STATION ON THE LEFT (SOUTH) OF ILLINOIS ROUTE 64, WEST OF A FIELD
 AH2871'ENTRANCE.  THE STATION IS LOCATED 38.4 FT (11.7 M) SOUTH OF THE
 AH2871'CENTERLINE OF ILLINOIS ROUTE 64, APPROXIMATELY 23 FT (7.0 M) WEST OF
 AH2871'THE CENTERLINE OF A GRASS FIELD ENTERANCE, 162.6 FT (49.6 M) SOUTHEAST
 AH2871'OF A SIGN READING NO PASSING ZONE, 5.8 FT (1.8 M) WEST OF A WOOD FENCE
 AH2871'POST, 34.4 FT (10.5 M) NORTHWEST OF A FENCE POST, 13.2 FT (4.0 M)
 AH2871'SOUTHWEST OF THE WEST END OF A CORRUGATED METAL PIPE CULVERT UNDER THE
 AH2871'FIELD ENTRANCE, IN LINE WITH THE EAST-WEST FENCE LINE, AND 2.0 FT (0.6
 AH2871'M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM
 AH2871'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2871'PHYSICAL TIES AND ALSO IN THE TOP OF THE CORRUGATED METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2876 ***********************************************************************
 AH2876  DESIGNATION -  DEK64 2A
 AH2876  PID         -  AH2876
 AH2876  STATE/COUNTY-  IL/DE KALB
 AH2876  USGS QUAD   -  KIRKLAND (1968)
 AH2876
 AH2876                         *CURRENT SURVEY CONTROL
 AH2876  ___________________________________________________________________
 AH2876* NAD 83(1997)-  42 00 05.48598(N)    088 49 37.19051(W)     ADJUSTED  
 AH2876* NAVD 88     -       265.2    (meters)     870.     (feet)  GPS OBS   
 AH2876  ___________________________________________________________________
 AH2876  X           -      97,178.585 (meters)                     COMP
 AH2876  Y           -  -4,746,063.389 (meters)                     COMP
 AH2876  Z           -   4,245,884.924 (meters)                     COMP
 AH2876  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AH2876  ELLIP HEIGHT-         232.09  (meters)          (12/06/04) GPS OBS
 AH2876  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2876
 AH2876  HORZ ORDER  -  FIRST
 AH2876  ELLP ORDER  -  FOURTH    CLASS I
 AH2876
 AH2876.The horizontal coordinates were established by GPS observations
 AH2876.and adjusted by the National Geodetic Survey in September 1998..
 AH2876
 AH2876.The orthometric height was determined by GPS observations and a
 AH2876.high-resolution geoid model.
 AH2876
 AH2876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2876
 AH2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2876
 AH2876.The ellipsoidal height was determined by GPS observations
 AH2876.and is referenced to NAD 83.
 AH2876
 AH2876.The geoid height was determined by GEOID03.
 AH2876
 AH2876;                    North         East     Units Scale Factor Converg.
 AH2876;SPC IL E     -   592,389.768   259,101.504   MT  0.99999557   -0 19 49.2
 AH2876;SPC IL E     - 1,943,532.10    850,068.85   sFT  0.99999557   -0 19 49.2
 AH2876;UTM  16      - 4,651,559.946   348,693.306   MT  0.99988171   -1 13 22.0
 AH2876
 AH2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2876!SPC IL E     -   0.99996360  x   0.99999557  =   0.99995917
 AH2876!UTM  16      -   0.99996360  x   0.99988171  =   0.99984531
 AH2876
 AH2876:                Primary Azimuth Mark                     Grid Az
 AH2876:SPC IL E     -  DEK64 2B                                 091 35 33.2
 AH2876:UTM  16      -  DEK64 2B                                 092 29 06.0
 AH2876
 AH2876|---------------------------------------------------------------------|
 AH2876| PID    Reference Object                     Distance      Geod. Az  |
 AH2876|                                                           dddmmss.s |
 AH2876| AH2877 DEK64 2B                            APPROX. 0.8 KM 0911544.0 |
 AH2876|---------------------------------------------------------------------|
 AH2876
 AH2876                          SUPERSEDED SURVEY CONTROL
 AH2876
 AH2876  ELLIP H (09/15/98)  232.14   (m)                       GP(       ) 3 1
 AH2876
 AH2876.Superseded values are not recommended for survey control.
 AH2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2876.See file dsdata.txt to determine how the superseded data were derived.
 AH2876
 AH2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4869351560(NAD 83)
 AH2876_MARKER: I = METAL ROD
 AH2876_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2876_STAMPING: DEK64-2A
 AH2876_MARK LOGO: ILDT  
 AH2876_PROJECTION: RECESSED 5 CENTIMETERS
 AH2876_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2876+STABILITY: POSITION/ELEVATION WELL
 AH2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2876+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AH2876_ROD/PIPE-DEPTH:  8.5 meters
 AH2876_SLEEVE-DEPTH  :  0.9 meters
 AH2876
 AH2876  HISTORY     - Date     Condition        Report By
 AH2876  HISTORY     - 1996     MONUMENTED       SECI
 AH2876  HISTORY     - 20051107 GOOD             FGRAH
 AH2876
 AH2876                          STATION DESCRIPTION
 AH2876
 AH2876'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2876'STATION IS LOCATED APPROXIMATELY 7.3 MI (11.7 KM) WEST OF SYCAMORE,
 AH2876'6.4 MI (10.3 KM) NORTHWEST OF DEKALB IN THE NORTHWEST 1/4 OF SECTION
 AH2876'30, T 41 N, R 4 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64
 AH2876'AND GLIDDEN ROAD, PROCEED WEST APPROXIMATELY 2.3 MI (3.7 KM) ALONG
 AH2876'ILLINOIS ROUTE 64 TO THE STATION ON THE RIGHT (NORTH) SIDE OF ILLINOIS
 AH2876'ROUTE 64.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND CLARE
 AH2876'ROAD, PROCEED EAST APPROXIMATELY 0.1 MI (0.2 KM) ALONG ILLINOIS ROUTE
 AH2876'64 TO THE STATION ON THE LEFT (NORTH) SIDE OF ILLINOIS ROUTE 64.  THE
 AH2876'STATION IS LOCATED APROXIMATELY 32.2 FT (9.8 M) NORTH OF THE
 AH2876'CENTERLINE OF ILLINOIS ROUTE 64, APROXIMATELY 147 FT (44.8 M) EAST OF
 AH2876'THE CENTERLINE OF A PRIVATE/COMERCIAL ENTRANCE TO A BRICK RANCH STYLE
 AH2876'HOME AND ALSO A GRAIN ELEVATOR, 121.0 FT (36.9 M) NORTHEAST OF A POWER
 AH2876'POLE WITH A GUY WIRE, 117.4 FT (35.8 M) NORTHEAST OF A 15 IN DIAMETER
 AH2876'TREE, 87.5 FT (26.7 M) NORTHWEST OF A POWER POLE, 108.8 FT (33.2 M)
 AH2876'WEST OF A POWER POLE, 130.9 FT (39.9 M) WEST OF A 12 IN DIAMETER TREE,
 AH2876'146.7 FT (44.7 M) SOUTHWEST OF A 24 IN DIAMETER TREE, 12.5 FT (3.8 M)
 AH2876'SOUTH OF THE PEARCY GRAIN SERVICES INC.  SIGN, AND 2 FT (0.6 M) SOUTH
 AH2876'OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2876'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOODED PHYSICAL
 AH2876'TIES.
 AH2876
 AH2876                          STATION RECOVERY (2005)
 AH2876
 AH2876'RECOVERY NOTE BY FEHR-GRAHAM AND ASSOCIATES 2005
 AH2876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2877 ***********************************************************************
 AH2877  DESIGNATION -  DEK64 2B
 AH2877  PID         -  AH2877
 AH2877  STATE/COUNTY-  IL/DE KALB
 AH2877  USGS QUAD   -  KIRKLAND (1968)
 AH2877
 AH2877                         *CURRENT SURVEY CONTROL
 AH2877  ___________________________________________________________________
 AH2877* NAD 83(1997)-  42 00 04.92614(N)    088 49 03.21065(W)     ADJUSTED  
 AH2877* NAVD 88     -       264.5    (meters)     868.     (feet)  GPS OBS   
 AH2877  ___________________________________________________________________
 AH2877  X           -      97,960.675 (meters)                     COMP
 AH2877  Y           -  -4,746,058.426 (meters)                     COMP
 AH2877  Z           -   4,245,871.686 (meters)                     COMP
 AH2877  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AH2877  ELLIP HEIGHT-         231.49  (meters)          (12/06/04) GPS OBS
 AH2877  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH2877
 AH2877  HORZ ORDER  -  FIRST
 AH2877  ELLP ORDER  -  FOURTH    CLASS I
 AH2877
 AH2877.The horizontal coordinates were established by GPS observations
 AH2877.and adjusted by the National Geodetic Survey in September 1998..
 AH2877
 AH2877.The orthometric height was determined by GPS observations and a
 AH2877.high-resolution geoid model.
 AH2877
 AH2877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2877
 AH2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2877
 AH2877.The ellipsoidal height was determined by GPS observations
 AH2877.and is referenced to NAD 83.
 AH2877
 AH2877.The geoid height was determined by GEOID03.
 AH2877
 AH2877;                    North         East     Units Scale Factor Converg.
 AH2877;SPC IL E     -   592,368.030   259,883.387   MT  0.99999479   -0 19 26.5
 AH2877;SPC IL E     - 1,943,460.78    852,634.08   sFT  0.99999479   -0 19 26.5
 AH2877;UTM  16      - 4,651,526.036   349,474.666   MT  0.99987881   -1 12 59.2
 AH2877
 AH2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2877!SPC IL E     -   0.99996369  x   0.99999479  =   0.99995848
 AH2877!UTM  16      -   0.99996369  x   0.99987881  =   0.99984251
 AH2877
 AH2877:                Primary Azimuth Mark                     Grid Az
 AH2877:SPC IL E     -  DEK64 2A                                 271 35 33.2
 AH2877:UTM  16      -  DEK64 2A                                 272 29 05.9
 AH2877
 AH2877|---------------------------------------------------------------------|
 AH2877| PID    Reference Object                     Distance      Geod. Az  |
 AH2877|                                                           dddmmss.s |
 AH2877| AH2876 DEK64 2A                            APPROX. 0.8 KM 2711606.7 |
 AH2877|---------------------------------------------------------------------|
 AH2877
 AH2877                          SUPERSEDED SURVEY CONTROL
 AH2877
 AH2877  ELLIP H (09/15/98)  231.53   (m)                       GP(       ) 3 1
 AH2877
 AH2877.Superseded values are not recommended for survey control.
 AH2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2877.See file dsdata.txt to determine how the superseded data were derived.
 AH2877
 AH2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4947551526(NAD 83)
 AH2877_MARKER: I = METAL ROD
 AH2877_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2877_STAMPING: DEK64-2B
 AH2877_MARK LOGO: ILDT  
 AH2877_PROJECTION: RECESSED 3 CENTIMETERS
 AH2877_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2877+STABILITY: POSITION/ELEVATION WELL
 AH2877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2877+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2877_ROD/PIPE-DEPTH:  3.7 meters
 AH2877_SLEEVE-DEPTH  :  0.9 meters
 AH2877
 AH2877  HISTORY     - Date     Condition        Report By
 AH2877  HISTORY     - 1996     MONUMENTED       SECI
 AH2877
 AH2877                          STATION DESCRIPTION
 AH2877
 AH2877'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2877'STATION IS LOCATED APPROXIMATELY 6.8 MI (10.9 KM) WEST OF SYCAMORE,
 AH2877'6.0 MI (9.7 KM) NORTHWEST OF DEKALB IN THE SOUTHEAST 1/4 OF SECTION
 AH2877'30, T 41 N, R 4 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64
 AH2877'AND GLIDDEN ROAD, PROCEED WEST APPROXIMATELY 1.8 MI (2.9 KM) ALONG
 AH2877'ILLINOIS ROUTE 64 TO THE STATION ON THE LEFT (SOUTH) SIDE OF ILLINOIS
 AH2877'ROUTE 64.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 64 AND CLARE
 AH2877'ROAD, PROCEED EAST APPROXIMATELY 0.6 MI (1.0 KM) ALONG ILLINOIS ROUTE
 AH2877'64 TO THE STATION ON THE SOUTH (RIGHT) SIDE OF ILLINOIS ROUTE 64. THE
 AH2877'STATION IS LOCATED APROXIMATELY 38.4 FT (11.7 M) SOUTH OF THE
 AH2877'CENTERLINE OF ILLINOIS ROUTE 64, APROXIMATELY 144.5 FT (44.0 M) EAST
 AH2877'OF A DRAINAGE SWALE, 40 FT (12.2 M) EAST OF THE CENTERLINE OF A FIELD
 AH2877'ENTRANCE, 104.7 FT (31.9 M) EAST OF A POWER POLE, 91.9 FT (28.0 M)
 AH2877'WEST OF A POWER POLE, 32.8 SOUTHWEST OF THE WEST END OF A CORRUGATED
 AH2877'METAL PIPE, 97.6 FT (29.7 M) SOUTHWEST OF THE END OF A GUARD RAIL
 AH2877'NORTH OF ILLINOIS ROUTE 64, 41.2 FT (12.6 M) SOUTHEAST OF THE END OF A
 AH2877'GUARD RAIL SOUTH OF ILLINOIS ROUTE 64, 1.6 FT (0.5 M) NORTH OF AN
 AH2877'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2877'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOODED PHYSICAL
 AH2877'TIES AND ALSO IN THE TOP OF THE CORREGATED METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2904 ***********************************************************************
 AH2904  DESIGNATION -  DEK64 3A
 AH2904  PID         -  AH2904
 AH2904  STATE/COUNTY-  IL/DE KALB
 AH2904  USGS QUAD   -  SYCAMORE (1975)
 AH2904
 AH2904                         *CURRENT SURVEY CONTROL
 AH2904  ___________________________________________________________________
 AH2904* NAD 83(1997)-  41 58 51.28724(N)    088 38 51.06155(W)     ADJUSTED  
 AH2904* NAVD 88     -       264.4    (meters)     867.     (feet)  GPS OBS   
 AH2904  ___________________________________________________________________
 AH2904  X           -     112,081.368 (meters)                     COMP
 AH2904  Y           -  -4,747,266.349 (meters)                     COMP
 AH2904  Z           -   4,244,182.850 (meters)                     COMP
 AH2904  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AH2904  ELLIP HEIGHT-         231.35  (meters)          (12/06/04) GPS OBS
 AH2904  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH2904
 AH2904  HORZ ORDER  -  FIRST
 AH2904  ELLP ORDER  -  FOURTH    CLASS I
 AH2904
 AH2904.The horizontal coordinates were established by GPS observations
 AH2904.and adjusted by the National Geodetic Survey in September 1998..
 AH2904
 AH2904.The orthometric height was determined by GPS observations and a
 AH2904.high-resolution geoid model.
 AH2904
 AH2904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2904
 AH2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2904
 AH2904.The ellipsoidal height was determined by GPS observations
 AH2904.and is referenced to NAD 83.
 AH2904
 AH2904.The geoid height was determined by GEOID03.
 AH2904
 AH2904;                    North         East     Units Scale Factor Converg.
 AH2904;SPC IL E     -   590,030.375   273,962.495   MT  0.99998334   -0 12 36.6
 AH2904;SPC IL E     - 1,935,791.32    898,825.29   sFT  0.99998334   -0 12 36.6
 AH2904;UTM  16      - 4,648,969.777   363,513.771   MT  0.99982922   -1 06 07.8
 AH2904
 AH2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2904!SPC IL E     -   0.99996372  x   0.99998334  =   0.99994706
 AH2904!UTM  16      -   0.99996372  x   0.99982922  =   0.99979294
 AH2904
 AH2904:                Primary Azimuth Mark                     Grid Az
 AH2904:SPC IL E     -  DEK64 3B                                 105 17 46.2
 AH2904:UTM  16      -  DEK64 3B                                 106 11 17.4
 AH2904
 AH2904|---------------------------------------------------------------------|
 AH2904| PID    Reference Object                     Distance      Geod. Az  |
 AH2904|                                                           dddmmss.s |
 AH2904| AH2905 DEK64 3B                            APPROX. 0.7 KM 1050509.6 |
 AH2904|---------------------------------------------------------------------|
 AH2904
 AH2904                          SUPERSEDED SURVEY CONTROL
 AH2904
 AH2904  ELLIP H (09/15/98)  231.39   (m)                       GP(       ) 3 1
 AH2904
 AH2904.Superseded values are not recommended for survey control.
 AH2904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2904.See file dsdata.txt to determine how the superseded data were derived.
 AH2904
 AH2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6351448970(NAD 83)
 AH2904_MARKER: I = METAL ROD
 AH2904_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2904_STAMPING: DEK64-3A
 AH2904_MARK LOGO: ILDT  
 AH2904_PROJECTION: RECESSED 3 CENTIMETERS
 AH2904_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2904+STABILITY: POSITION/ELEVATION WELL
 AH2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2904+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 AH2904_ROD/PIPE-DEPTH:  4.9 meters
 AH2904_SLEEVE-DEPTH  :  0.9 meters
 AH2904
 AH2904  HISTORY     - Date     Condition        Report By
 AH2904  HISTORY     - 1996     MONUMENTED       SECI
 AH2904  HISTORY     - 20051107 GOOD             FGRAH
 AH2904
 AH2904                          STATION DESCRIPTION
 AH2904
 AH2904'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2904'STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) SOUTHEAST OF
 AH2904'SYCAMORE, 6.3 MI (10.1 KM) NORTHEAST OF DEKALB, IN THE NORTHEAST 1/4
 AH2904'OF SECTION 3, T 40 N, R 5 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2904'ROUTE 64 AND ILLINOIS ROUTE 23 NORTH (ALSO KNOWN AS MAIN STREET) IN
 AH2904'SYCAMORE, PROCEED EAST APPROXIMATELY 1.91 MI (3.07 KM) ALONG ILLINOIS
 AH2904'ROUTE 64 TO THE STATION ON THE RIGHT (SOUTH) OF ILLINOIS ROUTE 64. THE
 AH2904'STATION IS LOCATED 33.5 FT (10.2 M) SOUTH OF THE CENTERLINE OF
 AH2904'ILLINOIS ROUTE 64, 122.6 FT (37.4 M) SOUTH OF A BIKE TRAIL, 228.2 FT
 AH2904'(69.6 M) SOUTHEAST OF A 26-IN DIAMETER TREE, 208.0 FT (63.4 M)
 AH2904'SOUTHWEST OF A POST (RAILROAD TIE) , 447.9 FT (136.5 M) SOUTHWEST OF
 AH2904'THE SOUTHWEST CORNER OF THE SOUTH END OF A BOX CULVERT UNDER ILLINOIS
 AH2904'ROUTE 64, 293.8 FT (89.6 M) WEST OF A MILEAGE SIGN FOR ST.  CHARLES
 AH2904'AND CHICAGO, 148.9 FT (45.4 M) EAST OF A NO PASSING SIGN, 4.3 FT (1.3
 AH2904'M) NORTH OF THE EAST-WEST FENCE LINE, AND 2.1 FT (0.6 M) NORTH OF AN
 AH2904'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2904'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2904'TIES.
 AH2904
 AH2904                          STATION RECOVERY (2005)
 AH2904
 AH2904'RECOVERY NOTE BY FEHR-GRAHAM AND ASSOCIATES 2005
 AH2904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2905 ***********************************************************************
 AH2905  DESIGNATION -  DEK64 3B
 AH2905  PID         -  AH2905
 AH2905  STATE/COUNTY-  IL/DE KALB
 AH2905  USGS QUAD   -  SYCAMORE (1975)
 AH2905
 AH2905                         *CURRENT SURVEY CONTROL
 AH2905  ___________________________________________________________________
 AH2905* NAD 83(1997)-  41 58 45.73642(N)    088 38 23.46829(W)     ADJUSTED  
 AH2905* NAVD 88     -       266.2    (meters)     873.     (feet)  GPS OBS   
 AH2905  ___________________________________________________________________
 AH2905  X           -     112,719.188 (meters)                     COMP
 AH2905  Y           -  -4,747,367.183 (meters)                     COMP
 AH2905  Z           -   4,244,056.743 (meters)                     COMP
 AH2905  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AH2905  ELLIP HEIGHT-         233.16  (meters)          (12/06/04) GPS OBS
 AH2905  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH2905
 AH2905  HORZ ORDER  -  FIRST
 AH2905  ELLP ORDER  -  FOURTH    CLASS I
 AH2905
 AH2905.The horizontal coordinates were established by GPS observations
 AH2905.and adjusted by the National Geodetic Survey in September 1998..
 AH2905
 AH2905.The orthometric height was determined by GPS observations and a
 AH2905.high-resolution geoid model.
 AH2905
 AH2905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2905
 AH2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2905
 AH2905.The ellipsoidal height was determined by GPS observations
 AH2905.and is referenced to NAD 83.
 AH2905
 AH2905.The geoid height was determined by GEOID03.
 AH2905
 AH2905;                    North         East     Units Scale Factor Converg.
 AH2905;SPC IL E     -   589,856.814   274,597.092   MT  0.99998294   -0 12 18.1
 AH2905;SPC IL E     - 1,935,221.90    900,907.29   sFT  0.99998294   -0 12 18.1
 AH2905;UTM  16      - 4,648,786.387   364,145.490   MT  0.99982711   -1 05 49.2
 AH2905
 AH2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2905!SPC IL E     -   0.99996343  x   0.99998294  =   0.99994637
 AH2905!UTM  16      -   0.99996343  x   0.99982711  =   0.99979055
 AH2905
 AH2905:                Primary Azimuth Mark                     Grid Az
 AH2905:SPC IL E     -  DEK64 3A                                 285 17 46.2
 AH2905:UTM  16      -  DEK64 3A                                 286 11 17.3
 AH2905
 AH2905|---------------------------------------------------------------------|
 AH2905| PID    Reference Object                     Distance      Geod. Az  |
 AH2905|                                                           dddmmss.s |
 AH2905| AH2904 DEK64 3A                            APPROX. 0.7 KM 2850528.1 |
 AH2905|---------------------------------------------------------------------|
 AH2905
 AH2905                          SUPERSEDED SURVEY CONTROL
 AH2905
 AH2905  ELLIP H (09/15/98)  233.19   (m)                       GP(       ) 3 1
 AH2905
 AH2905.Superseded values are not recommended for survey control.
 AH2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2905.See file dsdata.txt to determine how the superseded data were derived.
 AH2905
 AH2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6414548786(NAD 83)
 AH2905_MARKER: I = METAL ROD
 AH2905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2905_STAMPING: DEK64-3B
 AH2905_MARK LOGO: ILDT  
 AH2905_PROJECTION: RECESSED 3 CENTIMETERS
 AH2905_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2905+STABILITY: POSITION/ELEVATION WELL
 AH2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2905+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2905_ROD/PIPE-DEPTH:  7.3 meters
 AH2905_SLEEVE-DEPTH  :  0.9 meters
 AH2905
 AH2905  HISTORY     - Date     Condition        Report By
 AH2905  HISTORY     - 1996     MONUMENTED       SECI
 AH2905
 AH2905                          STATION DESCRIPTION
 AH2905
 AH2905'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2905'STATION IS LOCATED APPROXIMATELY 2.3 MI (3.7 KM) SOUTHEAST OF
 AH2905'SYCAMORE, 6.2 MI (10.0 KM) NORTHEAST OF DEKALB, IN THE NORTHEAST 1/4
 AH2905'OF SECTION 3, T 40 N, R 5 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2905'ROUTE 64 AND ILLINOIS ROUTE 23 NORTH (ALSO KNOWN AS MAIN) STREET IN
 AH2905'SYCAMORE, PROCEED EAST APPROXIMATELY 2.32 MI (3.73 KM) ALONG ILLINOIS
 AH2905'ROUTE 64 TO THE STATION ON THE LEFT (NORTH) OF ILLINOIS ROUTE 64. THE
 AH2905'STATION IS LOCATED 37.1 FT (11.3 M) NORTH OF THE CENTERLINE OF
 AH2905'ILLINOIS ROUTE 64, 53.9 FT (16.4 M) SOUTH OF A BIKE TRAIL, 102.4 FT
 AH2905'(31.2 M) SOUTH OF A FENCE CORNER TO A FENCE THAT RUNS WEST AND NORTH,
 AH2905'36 FT (11.0 M) WEST OF THE CENTERLINE OF A FIELD ENTRANCE TO THE
 AH2905'NORTH, 24.6 SOUTHWEST OF A CONCRETE R.O.W.  MARKER, 25.9 FT (7.9 M)
 AH2905'WEST OF A CONCRETE FENCE POST, 49.5 FT (15.1 M) NORTHWEST OF THE
 AH2905'NORTHEAST CORNER OF THE EAST HEADWALL OF A CULVERT UNDER THE FIELD
 AH2905'ENTRANCE, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS
 AH2905'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2905'NAILS WERE SET IN ALL WOODED PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2913 ***********************************************************************
 AH2913  DESIGNATION -  DEK72 1A
 AH2913  PID         -  AH2913
 AH2913  STATE/COUNTY-  IL/DE KALB
 AH2913  USGS QUAD   -  KIRKLAND (1968)
 AH2913
 AH2913                         *CURRENT SURVEY CONTROL
 AH2913  ___________________________________________________________________
 AH2913* NAD 83(1997)-  42 05 14.58998(N)    088 52 22.31248(W)     ADJUSTED  
 AH2913* NAVD 88     -       240.7    (meters)     790.     (feet)  GPS OBS   
 AH2913  ___________________________________________________________________
 AH2913  X           -      93,253.168 (meters)                     COMP
 AH2913  Y           -  -4,739,735.428 (meters)                     COMP
 AH2913  Z           -   4,252,951.220 (meters)                     COMP
 AH2913  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AH2913  ELLIP HEIGHT-         207.57  (meters)          (12/06/04) GPS OBS
 AH2913  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AH2913
 AH2913  HORZ ORDER  -  FIRST
 AH2913  ELLP ORDER  -  FOURTH    CLASS I
 AH2913
 AH2913.The horizontal coordinates were established by GPS observations
 AH2913.and adjusted by the National Geodetic Survey in September 1998..
 AH2913
 AH2913.The orthometric height was determined by GPS observations and a
 AH2913.high-resolution geoid model.
 AH2913
 AH2913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2913
 AH2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2913
 AH2913.The ellipsoidal height was determined by GPS observations
 AH2913.and is referenced to NAD 83.
 AH2913
 AH2913.The geoid height was determined by GEOID03.
 AH2913
 AH2913;                    North         East     Units Scale Factor Converg.
 AH2913;SPC IL E     -   601,949.574   255,361.684   MT  0.99999951   -0 21 41.9
 AH2913;SPC IL E     - 1,974,896.23    837,799.12   sFT  0.99999951   -0 21 41.9
 AH2913;UTM  16      - 4,661,175.839   345,103.354   MT  0.99989523   -1 15 20.0
 AH2913
 AH2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2913!SPC IL E     -   0.99996745  x   0.99999951  =   0.99996696
 AH2913!UTM  16      -   0.99996745  x   0.99989523  =   0.99986268
 AH2913
 AH2913:                Primary Azimuth Mark                     Grid Az
 AH2913:SPC IL E     -  DEK72 1B                                 087 18 29.0
 AH2913:UTM  16      -  DEK72 1B                                 088 12 07.1
 AH2913
 AH2913|---------------------------------------------------------------------|
 AH2913| PID    Reference Object                     Distance      Geod. Az  |
 AH2913|                                                           dddmmss.s |
 AH2913| AH2914 DEK72 1B                            APPROX. 0.5 KM 0865647.1 |
 AH2913|---------------------------------------------------------------------|
 AH2913
 AH2913                          SUPERSEDED SURVEY CONTROL
 AH2913
 AH2913  ELLIP H (09/15/98)  207.62   (m)                       GP(       ) 3 1
 AH2913
 AH2913.Superseded values are not recommended for survey control.
 AH2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2913.See file dsdata.txt to determine how the superseded data were derived.
 AH2913
 AH2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4510361176(NAD 83)
 AH2913_MARKER: I = METAL ROD
 AH2913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2913_STAMPING: DEK72-1A
 AH2913_MARK LOGO: ILDT  
 AH2913_PROJECTION: RECESSED 5 CENTIMETERS
 AH2913_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2913+STABILITY: POSITION/ELEVATION WELL
 AH2913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2913+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2913_ROD/PIPE-DEPTH:  3.7 meters
 AH2913_SLEEVE-DEPTH  :  0.9 meters
 AH2913
 AH2913  HISTORY     - Date     Condition        Report By
 AH2913  HISTORY     - 1996     MONUMENTED       SECI
 AH2913
 AH2913                          STATION DESCRIPTION
 AH2913
 AH2913'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2913'STATION IS LOCATED APPROXIMATELY 1.3 MI (2.1 KM) WEST OF KIRKLAND, IN
 AH2913'THE SOUTHWEST 1/4 OF SECTION 27, T 42 N, R 3 E.  TO REACH FROM THE
 AH2913'JUNCTION OF ILLINOIS ROUTE 72 AND MALTA ROAD, PROCEED WEST
 AH2913'APPROXIMATELY 0.81 MI (1.30 KM) ALONG ILLINOIS ROUTE 72 TO THE STATION
 AH2913'ON THE LEFT (SOUTH) SIDE OF ILLINOIS ROUTE 72.  THE STATION IS LOCATED
 AH2913'36.9 FT (11.2 M) SOUTH OF ILLINOIS ROUTE 72, SOUTH OF A PRIVATE DRIVE
 AH2913'TO THE NORTH, 99.3 FT (30.3 M) EAST OF A POWER POLE, 59.2 FT (18.0 M)
 AH2913'WEST OF A POWER POLE, 109.9 FT (33.5 M) SOUTHEAST OF A 19-IN DIAMETER
 AH2913'TREE, 88.6 FT (27.0 M) SOUTHWEST OF A 24 IN DIAMETER TREE, 79.4 FT
 AH2913'(24.2 M) SOUTHWEST OF A FENCE CORNER TO A FENCE THAT RUNS NORTH AND
 AH2913'EAST, 21.6 FT (6.6 M) WEST OF A COUNTY MILE MARKER SIGN, 2.9 FT (0.9
 AH2913'M) NORTH OF THE EAST-WEST FENCE LINE AND 2.0 FT (0.6 M) NORTH OF AN
 AH2913'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2913'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AH2913'TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2914 ***********************************************************************
 AH2914  DESIGNATION -  DEK72 1B
 AH2914  PID         -  AH2914
 AH2914  STATE/COUNTY-  IL/DE KALB
 AH2914  USGS QUAD   -  KIRKLAND (1968)
 AH2914
 AH2914                         *CURRENT SURVEY CONTROL
 AH2914  ___________________________________________________________________
 AH2914* NAD 83(1997)-  42 05 15.52241(N)    088 51 58.83002(W)     ADJUSTED  
 AH2914* NAVD 88     -       240.5    (meters)     789.     (feet)  GPS OBS   
 AH2914  ___________________________________________________________________
 AH2914  X           -      93,792.383 (meters)                     COMP
 AH2914  Y           -  -4,739,705.315 (meters)                     COMP
 AH2914  Z           -   4,252,972.404 (meters)                     COMP
 AH2914  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AH2914  ELLIP HEIGHT-         207.32  (meters)          (12/06/04) GPS OBS
 AH2914  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AH2914
 AH2914  HORZ ORDER  -  FIRST
 AH2914  ELLP ORDER  -  FOURTH    CLASS I
 AH2914
 AH2914.The horizontal coordinates were established by GPS observations
 AH2914.and adjusted by the National Geodetic Survey in September 1998..
 AH2914
 AH2914.The orthometric height was determined by GPS observations and a
 AH2914.high-resolution geoid model.
 AH2914
 AH2914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2914
 AH2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2914
 AH2914.The ellipsoidal height was determined by GPS observations
 AH2914.and is referenced to NAD 83.
 AH2914
 AH2914.The geoid height was determined by GEOID03.
 AH2914
 AH2914;                    North         East     Units Scale Factor Converg.
 AH2914;SPC IL E     -   601,974.957   255,901.540   MT  0.99999892   -0 21 26.1
 AH2914;SPC IL E     - 1,974,979.50    839,570.30   sFT  0.99999892   -0 21 26.1
 AH2914;UTM  16      - 4,661,192.795   345,643.483   MT  0.99989317   -1 15 04.3
 AH2914
 AH2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2914!SPC IL E     -   0.99996748  x   0.99999892  =   0.99996640
 AH2914!UTM  16      -   0.99996748  x   0.99989317  =   0.99986066
 AH2914
 AH2914:                Primary Azimuth Mark                     Grid Az
 AH2914:SPC IL E     -  DEK72 1A                                 267 18 28.9
 AH2914:UTM  16      -  DEK72 1A                                 268 12 07.1
 AH2914
 AH2914|---------------------------------------------------------------------|
 AH2914| PID    Reference Object                     Distance      Geod. Az  |
 AH2914|                                                           dddmmss.s |
 AH2914| AH2913 DEK72 1A                            APPROX. 0.5 KM 2665702.8 |
 AH2914|---------------------------------------------------------------------|
 AH2914
 AH2914                          SUPERSEDED SURVEY CONTROL
 AH2914
 AH2914  ELLIP H (09/15/98)  207.37   (m)                       GP(       ) 3 1
 AH2914
 AH2914.Superseded values are not recommended for survey control.
 AH2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2914.See file dsdata.txt to determine how the superseded data were derived.
 AH2914
 AH2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4564361193(NAD 83)
 AH2914_MARKER: I = METAL ROD
 AH2914_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2914_STAMPING: DEK72-1B
 AH2914_MARK LOGO: ILDT  
 AH2914_PROJECTION: RECESSED 5 CENTIMETERS
 AH2914_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2914+STABILITY: POSITION/ELEVATION WELL
 AH2914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2914+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2914_ROD/PIPE-DEPTH:  4.9 meters
 AH2914_SLEEVE-DEPTH  :  0.9 meters
 AH2914
 AH2914  HISTORY     - Date     Condition        Report By
 AH2914  HISTORY     - 1996     MONUMENTED       SECI
 AH2914
 AH2914                          STATION DESCRIPTION
 AH2914
 AH2914'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2914'STATION IS LOCATED APPROXIMATELY 0.95 MI (1.53 KM) WEST OF KIRKLAND,
 AH2914'IN THE NORTHEAST 1/4 OF SECTION 27, T 42 N, R 3 E.  TO REACH FROM THE
 AH2914'JUNCTION OF ILLINOIS ROUTE 72 AND MALTA ROAD, PROCEED WEST
 AH2914'APPROXIMATELY 0.47 MI (0.76 KM) ALONG ILLINOIS ROUTE 72 TO THE STATION
 AH2914'ON THE RIGHT (NORTH) SIDE OF ILLINOIS ROUTE 72.  THE STATION IS
 AH2914'LOCATED 37.4 FT (11.4 M) NORTH OF ILLINOIS ROUTE 72, 77 FT (23.5 M)
 AH2914'WEST OF A PRIVATE/COMMERCIAL DRIVE TO THE NORTH, 133 FT (40.5 M) EAST
 AH2914'OF A PRIVATE DIRVE TO THE NORTH, 49.4 FT (15.1 M) SOUTHEAST OF A POWER
 AH2914'POLE WITH A GUY WIRE, 94.2 FT (28.7 M) NORTHEAST OF A POWER POLE, 77.0
 AH2914'FT (23.5 M) NORTH OF A CONCRETE R.O.W.  MARKER, 139.3 FT (42.5 M)
 AH2914'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 165.5 FT (50.4 M)
 AH2914'SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO STORY BRICK HOUSE, 2.6 FT
 AH2914'(0.8 M) SOUTH OF A CONCRETE R.O.W.  MARKER, 2.1 FT (0.6 M) SOUTH OF AN
 AH2914'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2914'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AH2914'TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2915 ***********************************************************************
 AH2915  DESIGNATION -  DEK72 2A
 AH2915  PID         -  AH2915
 AH2915  STATE/COUNTY-  IL/DE KALB
 AH2915  USGS QUAD   -  GENOA (1975)
 AH2915
 AH2915                         *CURRENT SURVEY CONTROL
 AH2915  ___________________________________________________________________
 AH2915* NAD 83(1997)-  42 05 56.94891(N)    088 43 39.47315(W)     ADJUSTED  
 AH2915* NAVD 88     -       247.8    (meters)     813.     (feet)  GPS OBS   
 AH2915  ___________________________________________________________________
 AH2915  X           -     105,247.782 (meters)                     COMP
 AH2915  Y           -  -4,738,613.125 (meters)                     COMP
 AH2915  Z           -   4,253,925.793 (meters)                     COMP
 AH2915  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AH2915  ELLIP HEIGHT-         214.60  (meters)          (12/06/04) GPS OBS
 AH2915  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AH2915
 AH2915  HORZ ORDER  -  FIRST
 AH2915  ELLP ORDER  -  FOURTH    CLASS I
 AH2915
 AH2915.The horizontal coordinates were established by GPS observations
 AH2915.and adjusted by the National Geodetic Survey in September 1998..
 AH2915
 AH2915.The orthometric height was determined by GPS observations and a
 AH2915.high-resolution geoid model.
 AH2915
 AH2915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2915
 AH2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2915
 AH2915.The ellipsoidal height was determined by GPS observations
 AH2915.and is referenced to NAD 83.
 AH2915
 AH2915.The geoid height was determined by GEOID03.
 AH2915
 AH2915;                    North         East     Units Scale Factor Converg.
 AH2915;SPC IL E     -   603,190.861   267,383.654   MT  0.99998808   -0 15 51.6
 AH2915;SPC IL E     - 1,978,968.68    877,241.20   sFT  0.99998808   -0 15 51.6
 AH2915;UTM  16      - 4,662,229.273   357,141.775   MT  0.99985112   -1 09 30.3
 AH2915
 AH2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2915!SPC IL E     -   0.99996634  x   0.99998808  =   0.99995442
 AH2915!UTM  16      -   0.99996634  x   0.99985112  =   0.99981747
 AH2915
 AH2915:                Primary Azimuth Mark                     Grid Az
 AH2915:SPC IL E     -  DEK72 2B                                 091 42 46.7
 AH2915:UTM  16      -  DEK72 2B                                 092 36 25.4
 AH2915
 AH2915|---------------------------------------------------------------------|
 AH2915| PID    Reference Object                     Distance      Geod. Az  |
 AH2915|                                                           dddmmss.s |
 AH2915| AH2916 DEK72 2B                            APPROX. 0.9 KM 0912655.1 |
 AH2915|---------------------------------------------------------------------|
 AH2915
 AH2915                          SUPERSEDED SURVEY CONTROL
 AH2915
 AH2915  ELLIP H (09/15/98)  214.64   (m)                       GP(       ) 3 1
 AH2915
 AH2915.Superseded values are not recommended for survey control.
 AH2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2915.See file dsdata.txt to determine how the superseded data were derived.
 AH2915
 AH2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5714262229(NAD 83)
 AH2915_MARKER: I = METAL ROD
 AH2915_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2915_STAMPING: DEK72-2A
 AH2915_MARK LOGO: ILDT  
 AH2915_PROJECTION: RECESSED 3 CENTIMETERS
 AH2915_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2915+STABILITY: POSITION/ELEVATION WELL
 AH2915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2915+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2915_ROD/PIPE-DEPTH:  4.9 meters
 AH2915_SLEEVE-DEPTH  :  0.9 meters
 AH2915
 AH2915  HISTORY     - Date     Condition        Report By
 AH2915  HISTORY     - 1996     MONUMENTED       SECI
 AH2915
 AH2915                          STATION DESCRIPTION
 AH2915
 AH2915'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2915'STATION IS LOCATED APPROXIMATELY 1.05 MI (1.69 KM) EAST OF KINGSTON,
 AH2915'1.9 MI (3.1 KM) WEST OF GENOA IN THE SOUTHEAST 1/4 OF SECTION 23, T 42
 AH2915'N, R 4 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 23 (SOUTH) AND
 AH2915'ILLINOIS ROUTE 72, PROCEED WEST APPROXIMATELY 2.28 MI (3.67 KM) ALONG
 AH2915'ILLINOIS ROUTE 72 TO THE STATION ON THE LEFT (SOUTH) SIDE OF ILLINOIS
 AH2915'ROUTE 72.  THE STATION IS LOCATED 34.3 FT (10.5 M) SOUTH OF ILLINOIS
 AH2915'ROUTE 72, 69.1 FT (21.1 M) SOUTH OF A POWER POLE, 187.3 FT (57.1 M)
 AH2915'SOUTHWEST OF A POWER POLE, 157.8 FT (48.1 M) EAST OF A TELEPHONE
 AH2915'RISER, 97.0 FT (29.6 M) WEST OF A POWER POLE, 99.5 FT (30.3 M) EAST OF
 AH2915'A POWER POLE, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE FIBERGLASS WITNESS
 AH2915'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2915'NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2916 ***********************************************************************
 AH2916  DESIGNATION -  DEK72 2B
 AH2916  PID         -  AH2916
 AH2916  STATE/COUNTY-  IL/DE KALB
 AH2916  USGS QUAD   -  GENOA (1975)
 AH2916
 AH2916                         *CURRENT SURVEY CONTROL
 AH2916  ___________________________________________________________________
 AH2916* NAD 83(1997)-  42 05 56.22987(N)    088 43 01.38819(W)     ADJUSTED  
 AH2916* NAVD 88     -       248.2    (meters)     814.     (feet)  GPS OBS   
 AH2916  ___________________________________________________________________
 AH2916  X           -     106,123.061 (meters)                     COMP
 AH2916  Y           -  -4,738,608.719 (meters)                     COMP
 AH2916  Z           -   4,253,909.546 (meters)                     COMP
 AH2916  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AH2916  ELLIP HEIGHT-         214.92  (meters)          (12/06/04) GPS OBS
 AH2916  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AH2916
 AH2916  HORZ ORDER  -  FIRST
 AH2916  ELLP ORDER  -  FOURTH    CLASS I
 AH2916
 AH2916.The horizontal coordinates were established by GPS observations
 AH2916.and adjusted by the National Geodetic Survey in September 1998..
 AH2916
 AH2916.The orthometric height was determined by GPS observations and a
 AH2916.high-resolution geoid model.
 AH2916
 AH2916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2916
 AH2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2916
 AH2916.The ellipsoidal height was determined by GPS observations
 AH2916.and is referenced to NAD 83.
 AH2916
 AH2916.The geoid height was determined by GEOID03.
 AH2916
 AH2916;                    North         East     Units Scale Factor Converg.
 AH2916;SPC IL E     -   603,164.693   268,258.664   MT  0.99998739   -0 15 26.1
 AH2916;SPC IL E     - 1,978,882.83    880,111.97   sFT  0.99998739   -0 15 26.1
 AH2916;UTM  16      - 4,662,189.460   358,016.149   MT  0.99984806   -1 09 04.8
 AH2916
 AH2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2916!SPC IL E     -   0.99996629  x   0.99998739  =   0.99995368
 AH2916!UTM  16      -   0.99996629  x   0.99984806  =   0.99981436
 AH2916
 AH2916:                Primary Azimuth Mark                     Grid Az
 AH2916:SPC IL E     -  DEK72 2A                                 271 42 46.8
 AH2916:UTM  16      -  DEK72 2A                                 272 36 25.5
 AH2916
 AH2916|---------------------------------------------------------------------|
 AH2916| PID    Reference Object                     Distance      Geod. Az  |
 AH2916|                                                           dddmmss.s |
 AH2916| AH2915 DEK72 2A                            APPROX. 0.9 KM 2712720.7 |
 AH2916|---------------------------------------------------------------------|
 AH2916
 AH2916                          SUPERSEDED SURVEY CONTROL
 AH2916
 AH2916  ELLIP H (09/15/98)  214.96   (m)                       GP(       ) 3 1
 AH2916
 AH2916.Superseded values are not recommended for survey control.
 AH2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2916.See file dsdata.txt to determine how the superseded data were derived.
 AH2916
 AH2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5801662189(NAD 83)
 AH2916_MARKER: I = METAL ROD
 AH2916_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2916_STAMPING: DEK72-2B
 AH2916_MARK LOGO: ILDT  
 AH2916_PROJECTION: RECESSED 3 CENTIMETERS
 AH2916_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2916+STABILITY: POSITION/ELEVATION WELL
 AH2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2916+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2916_ROD/PIPE-DEPTH:  8.5 meters
 AH2916_SLEEVE-DEPTH  :  0.9 meters
 AH2916
 AH2916  HISTORY     - Date     Condition        Report By
 AH2916  HISTORY     - 1996     MONUMENTED       SECI
 AH2916
 AH2916                          STATION DESCRIPTION
 AH2916
 AH2916'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2916'STATION IS LOCATED APPROXIMATELY 2.0 MI (3.2 KM) EAST OF KINGSTON, 1.4
 AH2916'MI (2.3 KM) WEST OF GENOA IN THE SOUTHWEST 1/4 OF SECTION 24, T 42 N,
 AH2916'R 4 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 23 (SOUTH) AND
 AH2916'ILLINOIS ROUTE 72, PROCEED WEST APPROXIMATELY 1.74 MI (2.80 KM) ALONG
 AH2916'ILLINOIS ROUTE 72 TO THE STATION ON THE RIGHT (NORTH) SIDE OF ILLINOIS
 AH2916'ROUTE 72.  THE STATION IS LOCATED 35.3 FT (10.8 M) NORTH OF THE
 AH2916'CENTERLINE OF ILLINOIS ROUTE 72, +/- 261 FT (79.6 M) WEST OF A PRIVATE
 AH2916'DRIVE TO THE NORTH, 68.4 FT (20.8 M) SOUTH OF THE CENTERLINE OF THE
 AH2916'RAILROAD TRACKS, 95.5 FT (29.1 M) SOUTHWEST OF A POWER POLE, 92.5 FT
 AH2916'(28.2 M) WEST OF A POWER POLE, 79.7 FT (24.3 M) EAST OF A POWER POLE,
 AH2916'196.5 FT (59.9 M) EAST OF A FOREST PRESEVE ENTRANCE SIGN, 92.0 FT
 AH2916'(28.0 M) NORTHEAST OF A POWER POLE, 156.9 FT (47.8 M) NORTHWEST OF A
 AH2916'POWER POLE, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS
 AH2916'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH2916'NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2917 ***********************************************************************
 AH2917  DESIGNATION -  DEK72 3A
 AH2917  PID         -  AH2917
 AH2917  STATE/COUNTY-  IL/DE KALB
 AH2917  USGS QUAD   -  HAMPSHIRE (1978)
 AH2917
 AH2917                         *CURRENT SURVEY CONTROL
 AH2917  ___________________________________________________________________
 AH2917* NAD 83(1997)-  42 05 17.31262(N)    088 35 50.19977(W)     ADJUSTED  
 AH2917* NAVD 88     -       259.7    (meters)     852.     (feet)  GPS OBS   
 AH2917  ___________________________________________________________________
 AH2917  X           -     116,048.609 (meters)                     COMP
 AH2917  Y           -  -4,739,189.729 (meters)                     COMP
 AH2917  Z           -   4,253,026.172 (meters)                     COMP
 AH2917  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AH2917  ELLIP HEIGHT-         226.38  (meters)          (12/06/04) GPS OBS
 AH2917  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AH2917
 AH2917  HORZ ORDER  -  FIRST
 AH2917  ELLP ORDER  -  FOURTH    CLASS I
 AH2917
 AH2917.The horizontal coordinates were established by GPS observations
 AH2917.and adjusted by the National Geodetic Survey in September 1998..
 AH2917
 AH2917.The orthometric height was determined by GPS observations and a
 AH2917.high-resolution geoid model.
 AH2917
 AH2917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2917
 AH2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2917
 AH2917.The ellipsoidal height was determined by GPS observations
 AH2917.and is referenced to NAD 83.
 AH2917
 AH2917.The geoid height was determined by GEOID03.
 AH2917
 AH2917;                    North         East     Units Scale Factor Converg.
 AH2917;SPC IL E     -   601,926.419   278,162.749   MT  0.99998087   -0 10 36.9
 AH2917;SPC IL E     - 1,974,820.26    912,605.62   sFT  0.99998087   -0 10 36.9
 AH2917;UTM  16      - 4,660,797.026   367,898.200   MT  0.99981473   -1 04 14.8
 AH2917
 AH2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2917!SPC IL E     -   0.99996450  x   0.99998087  =   0.99994537
 AH2917!UTM  16      -   0.99996450  x   0.99981473  =   0.99977923
 AH2917
 AH2917:                Primary Azimuth Mark                     Grid Az
 AH2917:SPC IL E     -  DEK72 3B                                 088 26 54.0
 AH2917:UTM  16      -  DEK72 3B                                 089 20 31.9
 AH2917
 AH2917|---------------------------------------------------------------------|
 AH2917| PID    Reference Object                     Distance      Geod. Az  |
 AH2917|                                                           dddmmss.s |
 AH2917| AH2918 DEK72 3B                            APPROX. 0.7 KM 0881617.1 |
 AH2917|---------------------------------------------------------------------|
 AH2917
 AH2917                          SUPERSEDED SURVEY CONTROL
 AH2917
 AH2917  ELLIP H (09/15/98)  226.42   (m)                       GP(       ) 3 1
 AH2917
 AH2917.Superseded values are not recommended for survey control.
 AH2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2917.See file dsdata.txt to determine how the superseded data were derived.
 AH2917
 AH2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6789860797(NAD 83)
 AH2917_MARKER: I = METAL ROD
 AH2917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2917_STAMPING: DEK72-3A
 AH2917_MARK LOGO: ILDT  
 AH2917_PROJECTION: RECESSED 3 CENTIMETERS
 AH2917_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2917+STABILITY: POSITION/ELEVATION WELL
 AH2917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2917+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2917_ROD/PIPE-DEPTH: 12.2 meters
 AH2917_SLEEVE-DEPTH  :  0.9 meters
 AH2917
 AH2917  HISTORY     - Date     Condition        Report By
 AH2917  HISTORY     - 1996     MONUMENTED       SECI
 AH2917
 AH2917                          STATION DESCRIPTION
 AH2917
 AH2917'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2917'STATION IS LOCATED APPROXIMATELY 4.9 MI (7.9 KM) EAST OF GENOA, .46 MI
 AH2917'(0.74 KM) WEST OF THE DEKALB/KANE COUNTY LINE IN THE SOUTHEAST 1/4 OF
 AH2917'SECTION 25, T 42 N, R 5 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2917'ROUTE 23 (NORTH) AND ILLINOIS ROUTE 72, PROCEED EAST APPROXIMATELY 2.6
 AH2917'MI (4.2 KM) ALONG ILLINOIS ROUTE 72 TO THE STATION ON THE RIGHT
 AH2917'(SOUTH) SIDE OF ILLINOIS ROUTE 72.  THE STATION IS LOCATED 32.6 FT
 AH2917'(9.9 M) SOUTH OF THE CENTERLINE OF ILLINOIS ROUTE 72, +/- 486 FT
 AH2917'(148.1 M) WEST OF A PRIVATE DRIVE TO THE NORTH, 213.2 FT (65.0 M)
 AH2917'SOUTHEAST OF A FENCE CORNER TO A FENCE THAT RUNS WEST AND NORTH, 236.8
 AH2917'FT (72.2 M) SOUTHEAST OF THE EAST END OF A GUARD RAIL ON THE NORTH
 AH2917'SIDE OF ILLINOIS ROUTE 72, 173.4 FT (52.9 M) SOUTHEAST OF THE EAST END
 AH2917'OF A GUARD RAIL ON THE SOUTH SIDE OF ILLINOIS ROUTE 72, 5.3 FT (1.6 M)
 AH2917'WEST OF A NO PASSING ZONE SIGN, AND 2.1 FT (0.6 M) NORTH OF AN ORANGE
 AH2917'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2917'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2918 ***********************************************************************
 AH2918  DESIGNATION -  DEK72 3B
 AH2918  PID         -  AH2918
 AH2918  STATE/COUNTY-  IL/DE KALB
 AH2918  USGS QUAD   -  HAMPSHIRE (1978)
 AH2918
 AH2918                         *CURRENT SURVEY CONTROL
 AH2918  ___________________________________________________________________
 AH2918* NAD 83(1997)-  42 05 18.03775(N)    088 35 17.88526(W)     ADJUSTED  
 AH2918* NAVD 88     -       261.1    (meters)     857.     (feet)  GPS OBS   
 AH2918  ___________________________________________________________________
 AH2918  X           -     116,790.730 (meters)                     COMP
 AH2918  Y           -  -4,739,157.521 (meters)                     COMP
 AH2918  Z           -   4,253,043.701 (meters)                     COMP
 AH2918  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AH2918  ELLIP HEIGHT-         227.76  (meters)          (12/06/04) GPS OBS
 AH2918  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 AH2918
 AH2918  HORZ ORDER  -  FIRST
 AH2918  ELLP ORDER  -  FOURTH    CLASS I
 AH2918
 AH2918.The horizontal coordinates were established by GPS observations
 AH2918.and adjusted by the National Geodetic Survey in September 1998..
 AH2918
 AH2918.The orthometric height was determined by GPS observations and a
 AH2918.high-resolution geoid model.
 AH2918
 AH2918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2918
 AH2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2918
 AH2918.The ellipsoidal height was determined by GPS observations
 AH2918.and is referenced to NAD 83.
 AH2918
 AH2918.The geoid height was determined by GEOID03.
 AH2918
 AH2918;                    North         East     Units Scale Factor Converg.
 AH2918;SPC IL E     -   601,946.538   278,905.460   MT  0.99998047   -0 10 15.2
 AH2918;SPC IL E     - 1,974,886.27    915,042.33   sFT  0.99998047   -0 10 15.2
 AH2918;UTM  16      - 4,660,805.555   368,641.011   MT  0.99981232   -1 03 53.1
 AH2918
 AH2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2918!SPC IL E     -   0.99996428  x   0.99998047  =   0.99994475
 AH2918!UTM  16      -   0.99996428  x   0.99981232  =   0.99977661
 AH2918
 AH2918:                Primary Azimuth Mark                     Grid Az
 AH2918:SPC IL E     -  DEK72 3A                                 268 26 54.0
 AH2918:UTM  16      -  DEK72 3A                                 269 20 31.9
 AH2918
 AH2918|---------------------------------------------------------------------|
 AH2918| PID    Reference Object                     Distance      Geod. Az  |
 AH2918|                                                           dddmmss.s |
 AH2918| AH2917 DEK72 3A                            APPROX. 0.7 KM 2681638.8 |
 AH2918|---------------------------------------------------------------------|
 AH2918
 AH2918                          SUPERSEDED SURVEY CONTROL
 AH2918
 AH2918  ELLIP H (09/15/98)  227.79   (m)                       GP(       ) 3 1
 AH2918
 AH2918.Superseded values are not recommended for survey control.
 AH2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2918.See file dsdata.txt to determine how the superseded data were derived.
 AH2918
 AH2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6864160806(NAD 83)
 AH2918_MARKER: I = METAL ROD
 AH2918_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2918_STAMPING: DEK72-3B
 AH2918_MARK LOGO: ILDT  
 AH2918_PROJECTION: RECESSED 3 CENTIMETERS
 AH2918_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2918+STABILITY: POSITION/ELEVATION WELL
 AH2918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2918+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2918_ROD/PIPE-DEPTH:  6.1 meters
 AH2918_SLEEVE-DEPTH  :  0.9 meters
 AH2918
 AH2918  HISTORY     - Date     Condition        Report By
 AH2918  HISTORY     - 1996     MONUMENTED       SECI
 AH2918
 AH2918                          STATION DESCRIPTION
 AH2918
 AH2918'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2918'STATION IS LOCATED APPROXIMATELY 5.17 MI (8.32 KM) EAST OF GENOA, .05
 AH2918'MI (0.08 KM) WEST OF THE DEKALB/KANE COUNTY LINE IN THE NORTHEAST 1/4
 AH2918'OF SECTION 25, T 42 N, R 5 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2918'ROUTE 23 (NORTH) AND ILLINOIS ROUTE 72, PROCEED EAST APPROXIMATELY 3.1
 AH2918'MI (5.0 KM) ALONG ILLINOIS ROUTE 72 TO THE STATION ON THE LEFT (NORTH)
 AH2918'SIDE OF ILLINOIS ROUTE 72 NEAR THE DEKALB/KANE COUNTY LINE. THE
 AH2918'STATION IS LOCATED 38.7 FT (11.8 M) NORTH OF THE CENTERLINE OF
 AH2918'ILLINOIS ROUTE 72, +/- 524 FT (159.7 M) WEST OF A PRIVATE DRIVE, 30.7
 AH2918'FT (9.4 M) SOUTHWEST OF A FENCE CORNER TO A FENCE THAT RUNS NORTH,
 AH2918'78.7 FT (24.0 M) NORTH OF A CONCRETE R.O.W.  MARKER, 5.9 FT (1.8 M)
 AH2918'SOUTHWEST OF A CONCRETE R.O.W.  MARKER, 5.4 FT (1.6 M) NORTHWEST OF
 AH2918'THE DEKALB COUNTY SIGN, 82.2 FT (25.1 M) NORTHWEST OF A POWER POLE,
 AH2918'AND 2.1 FT (0.6 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2918'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2918'WERE SET IN ALL THE WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2908 ***********************************************************************
 AH2908  DESIGNATION -  DEK88 1A
 AH2908  PID         -  AH2908
 AH2908  STATE/COUNTY-  IL/DE KALB
 AH2908  USGS QUAD   -  CRESTON (1980)
 AH2908
 AH2908                         *CURRENT SURVEY CONTROL
 AH2908  ___________________________________________________________________
 AH2908* NAD 83(1997)-  41 54 22.63562(N)    088 55 32.35103(W)     ADJUSTED  
 AH2908* NAVD 88     -       269.5    (meters)     884.     (feet)  GPS OBS   
 AH2908  ___________________________________________________________________
 AH2908  X           -      89,139.017 (meters)                     COMP
 AH2908  Y           -  -4,753,297.738 (meters)                     COMP
 AH2908  Z           -   4,238,020.775 (meters)                     COMP
 AH2908  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AH2908  ELLIP HEIGHT-         236.43  (meters)          (12/06/04) GPS OBS
 AH2908  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AH2908
 AH2908  HORZ ORDER  -  FIRST
 AH2908  ELLP ORDER  -  FOURTH    CLASS I
 AH2908
 AH2908.The horizontal coordinates were established by GPS observations
 AH2908.and adjusted by the National Geodetic Survey in September 1998..
 AH2908
 AH2908.The orthometric height was determined by GPS observations and a
 AH2908.high-resolution geoid model.
 AH2908
 AH2908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2908
 AH2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2908
 AH2908.The ellipsoidal height was determined by GPS observations
 AH2908.and is referenced to NAD 83.
 AH2908
 AH2908.The geoid height was determined by GEOID03.
 AH2908
 AH2908;                    North         East     Units Scale Factor Converg.
 AH2908;SPC IL E     -   581,863.691   250,855.055   MT  1.00000471   -0 23 44.3
 AH2908;SPC IL E     - 1,908,997.79    823,013.63   sFT  1.00000471   -0 23 44.3
 AH2908;UTM  16      - 4,641,164.531   340,284.919   MT  0.99991390   -1 17 11.2
 AH2908
 AH2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2908!SPC IL E     -   0.99996292  x   1.00000471  =   0.99996763
 AH2908!UTM  16      -   0.99996292  x   0.99991390  =   0.99987682
 AH2908
 AH2908:                Primary Azimuth Mark                     Grid Az
 AH2908:SPC IL E     -  DEK88 1B                                 001 27 49.3
 AH2908:UTM  16      -  DEK88 1B                                 002 21 16.2
 AH2908
 AH2908|---------------------------------------------------------------------|
 AH2908| PID    Reference Object                     Distance      Geod. Az  |
 AH2908|                                                           dddmmss.s |
 AH2908| AH2909 DEK88 1B                            APPROX. 0.6 KM 0010405.0 |
 AH2908|---------------------------------------------------------------------|
 AH2908
 AH2908                          SUPERSEDED SURVEY CONTROL
 AH2908
 AH2908  ELLIP H (09/15/98)  236.47   (m)                       GP(       ) 3 1
 AH2908
 AH2908.Superseded values are not recommended for survey control.
 AH2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2908.See file dsdata.txt to determine how the superseded data were derived.
 AH2908
 AH2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4028541165(NAD 83)
 AH2908_MARKER: I = METAL ROD
 AH2908_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2908_STAMPING: DEK88-1A
 AH2908_MARK LOGO: ILDT  
 AH2908_PROJECTION: RECESSED 5 CENTIMETERS
 AH2908_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2908+STABILITY: POSITION/ELEVATION WELL
 AH2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2908+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2908_ROD/PIPE-DEPTH:  3.7 meters
 AH2908_SLEEVE-DEPTH  :  0.9 meters
 AH2908
 AH2908  HISTORY     - Date     Condition        Report By
 AH2908  HISTORY     - 1996     MONUMENTED       SECI
 AH2908
 AH2908                          STATION DESCRIPTION
 AH2908
 AH2908'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2908'STATION IS LOCATED APPROXIMATELY 3.8 MILES (6.1 KM) SOUTHWEST OF
 AH2908'MALTA, 0.47 MI (0.76 KM) NORTH OF THE TOWER ROAD (100 E) OVERPASS OVER
 AH2908'INTERSTATE 88 IN THE NORTHEAST 1/4 OF SECTION 31, T 40 N, R 3 E.  THE
 AH2908'STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 AH2908'TOWER ROAD (100 E) AND FAIRVIEW ROAD (1900 N) , 41.8 FT (12.7 M) SOUTH
 AH2908'OF THE CENTERLINE OF FAIRVIEW ROAD, 23.7 FT (7.2 M) WEST OF THE
 AH2908'CENTERLINE OF TOWER ROAD, +/- 173 FT (52.7 M) EAST OF KILBUCK CREEK,
 AH2908'52.3 FT (15.9 M) SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 51.3 FT
 AH2908'(15.6 M) SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 212.9 FT (64.9 M)
 AH2908'SOUTHWEST OF A POWER POLE, 77.0 FT (23.5 M) SOUTH OF A TELEPHONE
 AH2908'RISER, 12.0 FT (3.7 M) SOUTH OF A FENCE CORNER TO A FENCE THAT RUNS
 AH2908'SOUTH, 2.6 FT (0.8 M) SOUTH OF A WOOD FENCE POST, 2.0 FT (0.6 M) EAST
 AH2908'OF THE SOUTH FENCE LINE, AND 2.0 FT (0.6 M) EAST OF AN ORANGE
 AH2908'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2908'6-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2909 ***********************************************************************
 AH2909  DESIGNATION -  DEK88 1B
 AH2909  PID         -  AH2909
 AH2909  STATE/COUNTY-  IL/DE KALB
 AH2909  USGS QUAD   -  CRESTON (1980)
 AH2909
 AH2909                         *CURRENT SURVEY CONTROL
 AH2909  ___________________________________________________________________
 AH2909* NAD 83(1997)-  41 54 42.12535(N)    088 55 31.86458(W)     ADJUSTED  
 AH2909* NAVD 88     -       266.2    (meters)     873.     (feet)  GPS OBS   
 AH2909  ___________________________________________________________________
 AH2909  X           -      89,142.649 (meters)                     COMP
 AH2909  Y           -  -4,752,893.506 (meters)                     COMP
 AH2909  Z           -   4,238,466.121 (meters)                     COMP
 AH2909  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AH2909  ELLIP HEIGHT-         233.17  (meters)          (12/06/04) GPS OBS
 AH2909  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AH2909
 AH2909  HORZ ORDER  -  FIRST
 AH2909  ELLP ORDER  -  FOURTH    CLASS I
 AH2909
 AH2909.The horizontal coordinates were established by GPS observations
 AH2909.and adjusted by the National Geodetic Survey in September 1998..
 AH2909
 AH2909.The orthometric height was determined by GPS observations and a
 AH2909.high-resolution geoid model.
 AH2909
 AH2909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2909
 AH2909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2909
 AH2909.The ellipsoidal height was determined by GPS observations
 AH2909.and is referenced to NAD 83.
 AH2909
 AH2909.The geoid height was determined by GEOID03.
 AH2909
 AH2909;                    North         East     Units Scale Factor Converg.
 AH2909;SPC IL E     -   582,464.923   250,870.417   MT  1.00000469   -0 23 44.1
 AH2909;SPC IL E     - 1,910,970.33    823,064.03   sFT  1.00000469   -0 23 44.1
 AH2909;UTM  16      - 4,641,765.397   340,309.626   MT  0.99991380   -1 17 11.4
 AH2909
 AH2909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2909!SPC IL E     -   0.99996343  x   1.00000469  =   0.99996812
 AH2909!UTM  16      -   0.99996343  x   0.99991380  =   0.99987723
 AH2909
 AH2909:                Primary Azimuth Mark                     Grid Az
 AH2909:SPC IL E     -  DEK88 1A                                 181 27 49.5
 AH2909:UTM  16      -  DEK88 1A                                 182 21 16.8
 AH2909
 AH2909|---------------------------------------------------------------------|
 AH2909| PID    Reference Object                     Distance      Geod. Az  |
 AH2909|                                                           dddmmss.s |
 AH2909| AH2908 DEK88 1A                            APPROX. 0.6 KM 1810405.4 |
 AH2909|---------------------------------------------------------------------|
 AH2909
 AH2909                          SUPERSEDED SURVEY CONTROL
 AH2909
 AH2909  ELLIP H (09/15/98)  233.21   (m)                       GP(       ) 3 1
 AH2909
 AH2909.Superseded values are not recommended for survey control.
 AH2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2909.See file dsdata.txt to determine how the superseded data were derived.
 AH2909
 AH2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4031041765(NAD 83)
 AH2909_MARKER: I = METAL ROD
 AH2909_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2909_STAMPING: DEK88-1B
 AH2909_MARK LOGO: ILDT  
 AH2909_PROJECTION: RECESSED 3 CENTIMETERS
 AH2909_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2909+STABILITY: POSITION/ELEVATION WELL
 AH2909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2909+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2909_ROD/PIPE-DEPTH:  4.9 meters
 AH2909_SLEEVE-DEPTH  :  0.9 meters
 AH2909
 AH2909  HISTORY     - Date     Condition        Report By
 AH2909  HISTORY     - 1996     MONUMENTED       SECI
 AH2909
 AH2909                          STATION DESCRIPTION
 AH2909
 AH2909'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2909'STATION IS LOCATED APPROXIMATELY 3.4 MILES (5.5 KM) SOUTHWEST OF
 AH2909'MALTA, 0.84 MI (1.35 KM) NORTH OF THE TOWER ROAD (100 E) OVERPASS OVER
 AH2909'INTERSTATE ROUTE 88 IN THE SOUTHWEST 1/4 OF SECTION 29, T 40 N, R 3 E.
 AH2909'TO REACH FROM THE JUNCTION OF TOWER ROAD (100 E) AND FAIRVIEW ROAD
 AH2909'(1900 N) , PROCEED NORTH APPROXIMATELY .366 MI (0.589 KM) ALONG TOWER
 AH2909'ROAD TO THE STATION LOCATED ON THE RIGHT (EAST) SIDE OF TOWER ROAD.
 AH2909'THE STATION IS LOCATED 28.5 FT (8.7 M) EAST OF THE CENTERLINE OF TOWER
 AH2909'ROAD (100 E) , 47.5 FT (14.5 M) SOUTH OF A PRIVATE DRIVE TO THE WEST,
 AH2909'+/- 65 FT (19.8 M) WEST OF KILBUCK CREEK, 196.8 FT (60.0 M) NORTH OF A
 AH2909'POWER POLE WITH A GUY WIRE, 21.6 FT (6.6 M) SOUTH OF A POWER POLE,
 AH2909'43.1 FT (13.1 M) SOUTHEAST OF A MAILBOX, AND 2 FT (0.6 M) WEST OF AN
 AH2909'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2909'THROUGH A 6-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2911 ***********************************************************************
 AH2911  DESIGNATION -  DEK88 2A
 AH2911  PID         -  AH2911
 AH2911  STATE/COUNTY-  IL/DE KALB
 AH2911  USGS QUAD   -  BIG ROCK (1975)
 AH2911
 AH2911                         *CURRENT SURVEY CONTROL
 AH2911  ___________________________________________________________________
 AH2911* NAD 83(1997)-  41 51 30.01958(N)    088 36 06.16798(W)     ADJUSTED  
 AH2911* NAVD 88     -       246.5    (meters)     809.     (feet)  GPS OBS   
 AH2911  ___________________________________________________________________
 AH2911  X           -     116,098.063 (meters)                     COMP
 AH2911  Y           -  -4,756,255.268 (meters)                     COMP
 AH2911  Z           -   4,234,040.225 (meters)                     COMP
 AH2911  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AH2911  ELLIP HEIGHT-         213.50  (meters)          (12/06/04) GPS OBS
 AH2911  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AH2911
 AH2911  HORZ ORDER  -  FIRST
 AH2911  ELLP ORDER  -  FOURTH    CLASS I
 AH2911
 AH2911.The horizontal coordinates were established by GPS observations
 AH2911.and adjusted by the National Geodetic Survey in September 1998..
 AH2911
 AH2911.The orthometric height was determined by GPS observations and a
 AH2911.high-resolution geoid model.
 AH2911
 AH2911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2911
 AH2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2911
 AH2911.The ellipsoidal height was determined by GPS observations
 AH2911.and is referenced to NAD 83.
 AH2911
 AH2911.The geoid height was determined by GEOID03.
 AH2911
 AH2911;                    North         East     Units Scale Factor Converg.
 AH2911;SPC IL E     -   576,403.246   277,715.812   MT  0.99998111   -0 10 44.7
 AH2911;SPC IL E     - 1,891,082.98    911,139.29   sFT  0.99998111   -0 10 44.7
 AH2911;UTM  16      - 4,635,288.109   367,054.179   MT  0.99981749   -1 04 08.3
 AH2911
 AH2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2911!SPC IL E     -   0.99996651  x   0.99998111  =   0.99994763
 AH2911!UTM  16      -   0.99996651  x   0.99981749  =   0.99978401
 AH2911
 AH2911:                Primary Azimuth Mark                     Grid Az
 AH2911:SPC IL E     -  DEK88 2B                                 000 39 54.2
 AH2911:UTM  16      -  DEK88 2B                                 001 33 17.8
 AH2911
 AH2911|---------------------------------------------------------------------|
 AH2911| PID    Reference Object                     Distance      Geod. Az  |
 AH2911|                                                           dddmmss.s |
 AH2911| AH2912 DEK88 2B                            APPROX. 0.7 KM 0002909.5 |
 AH2911|---------------------------------------------------------------------|
 AH2911
 AH2911                          SUPERSEDED SURVEY CONTROL
 AH2911
 AH2911  ELLIP H (09/15/98)  213.54   (m)                       GP(       ) 3 1
 AH2911
 AH2911.Superseded values are not recommended for survey control.
 AH2911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2911.See file dsdata.txt to determine how the superseded data were derived.
 AH2911
 AH2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6705435288(NAD 83)
 AH2911_MARKER: I = METAL ROD
 AH2911_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2911_STAMPING: DEK88-2A
 AH2911_MARK LOGO: ILDT  
 AH2911_PROJECTION: RECESSED 5 CENTIMETERS
 AH2911_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2911+STABILITY: POSITION/ELEVATION WELL
 AH2911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2911+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2911_ROD/PIPE-DEPTH:  4.9 meters
 AH2911_SLEEVE-DEPTH  :  0.9 meters
 AH2911
 AH2911  HISTORY     - Date     Condition        Report By
 AH2911  HISTORY     - 1996     MONUMENTED       SECI
 AH2911
 AH2911                          STATION DESCRIPTION
 AH2911
 AH2911'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2911'STATION IS LOCATED APPROXIMATELY 3.3 MI (5.3 KM) SOUTH OF MAPLE PARK,
 AH2911'1.03 MI (1.66 KM) SOUTH OF THE OVERPASS OF INTERSTATE ROUTE 88 ALONG
 AH2911'COUNTY LINE ROAD IN THE SOUTHEAST 1/4 OF SECTION 13, T 39 N, R 5 E. TO
 AH2911'REACH FROM THE JUNCTION OF EAST COUNTY LINE ROAD (1800 E) AND HARTER
 AH2911'ROAD (1600 N) (TO THE WEST) , PROCEED SOUTH APPROXIMATELY .444 MI
 AH2911'(0.715 KM) ALONG EAST COUNTY LINE ROAD TO THE STATION ON THE LEFT
 AH2911'(EAST) SIDE OF EAST COUNTY LINE ROAD.  TO REACH FROM THE JUNCTION OF
 AH2911'EAST COUNTY LINE ROAD (1800 E) AND PERRY ROAD (1500 N) , PROCEED NORTH
 AH2911'APPROXIMATELY 0.551 MI (0.887 KM) ALONG EAST COUNTY LINE ROAD TO THE
 AH2911'STATION ON THE RIGHT (EAST) SIDE OF EAST COUNTY LINE ROAD. THE STATION
 AH2911'IS LOCATED 34.1 FT (10.4 M) EAST OF EAST COUNTY LINE ROAD, 305.9 FT
 AH2911'(93.2 M) NORTHEAST OF A CONCRETE R.O.W.  MARKER, +/- 316 FT (96.3 M)
 AH2911'NORTH OF A DRAINAGE DITCH TO THE WEST, 55.4 FT (16.9 M) SOUTHWEST OF
 AH2911'THE NORTHERN MOST WOOD POST ON THE WEST SIDE OF EAST COUNTY LINE ROAD,
 AH2911'52.9 FT (16.1 M) EAST OF THE SECOND NORTHERN MOST WOOD POST ON THE
 AH2911'WEST SIDE OF EAST COUNTY LINE ROAD, AND 2.0 FT (0.6 M) WEST OF AN
 AH2911'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2911'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AH2911'TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2912 ***********************************************************************
 AH2912  DESIGNATION -  DEK88 2B
 AH2912  PID         -  AH2912
 AH2912  STATE/COUNTY-  IL/DE KALB
 AH2912  USGS QUAD   -  BIG ROCK (1975)
 AH2912
 AH2912                         *CURRENT SURVEY CONTROL
 AH2912  ___________________________________________________________________
 AH2912* NAD 83(1997)-  41 51 53.33190(N)    088 36 05.90345(W)     ADJUSTED  
 AH2912* NAVD 88     -       253.5    (meters)     832.     (feet)  GPS OBS   
 AH2912  ___________________________________________________________________
 AH2912  X           -     116,092.574 (meters)                     COMP
 AH2912  Y           -  -4,755,780.393 (meters)                     COMP
 AH2912  Z           -   4,234,580.512 (meters)                     COMP
 AH2912  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AH2912  ELLIP HEIGHT-         220.39  (meters)          (12/06/04) GPS OBS
 AH2912  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AH2912
 AH2912  HORZ ORDER  -  FIRST
 AH2912  ELLP ORDER  -  THIRD     CLASS II
 AH2912
 AH2912.The horizontal coordinates were established by GPS observations
 AH2912.and adjusted by the National Geodetic Survey in April 2001..
 AH2912
 AH2912.The orthometric height was determined by GPS observations and a
 AH2912.high-resolution geoid model.
 AH2912
 AH2912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2912
 AH2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2912
 AH2912.The ellipsoidal height was determined by GPS observations
 AH2912.and is referenced to NAD 83.
 AH2912
 AH2912.The geoid height was determined by GEOID03.
 AH2912
 AH2912;                    North         East     Units Scale Factor Converg.
 AH2912;SPC IL E     -   577,122.464   277,724.161   MT  0.99998110   -0 10 44.6
 AH2912;SPC IL E     - 1,893,442.62    911,166.68   sFT  0.99998110   -0 10 44.6
 AH2912;UTM  16      - 4,636,006.992   367,073.695   MT  0.99981743   -1 04 08.6
 AH2912
 AH2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2912!SPC IL E     -   0.99996543  x   0.99998110  =   0.99994653
 AH2912!UTM  16      -   0.99996543  x   0.99981743  =   0.99978287
 AH2912
 AH2912:                Primary Azimuth Mark                     Grid Az
 AH2912:SPC IL E     -  DEK88 2A                                 180 39 54.3
 AH2912:UTM  16      -  DEK88 2A                                 181 33 18.3
 AH2912
 AH2912|---------------------------------------------------------------------|
 AH2912| PID    Reference Object                     Distance      Geod. Az  |
 AH2912|                                                           dddmmss.s |
 AH2912| AH2911 DEK88 2A                            APPROX. 0.7 KM 1802909.7 |
 AH2912|---------------------------------------------------------------------|
 AH2912
 AH2912                          SUPERSEDED SURVEY CONTROL
 AH2912
 AH2912  ELLIP H (04/25/01)  220.44   (m)                       GP(       ) 3 2
 AH2912  NAD 83(1997)-  41 51 53.33128(N)    088 36 05.90250(W) AD(       ) 1
 AH2912  ELLIP H (09/15/98)  220.44   (m)                       GP(       ) 3 1
 AH2912
 AH2912.Superseded values are not recommended for survey control.
 AH2912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2912.See file dsdata.txt to determine how the superseded data were derived.
 AH2912
 AH2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6707436007(NAD 83)
 AH2912_MARKER: I = METAL ROD
 AH2912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2912_STAMPING: DEK88-2B
 AH2912_MARK LOGO: NONE  
 AH2912_PROJECTION: RECESSED 3 CENTIMETERS
 AH2912_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2912+STABILITY: POSITION/ELEVATION WELL
 AH2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2912+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AH2912_ROD/PIPE-DEPTH: 3.7  meters
 AH2912_SLEEVE-DEPTH  : 0.9 meters
 AH2912
 AH2912  HISTORY     - Date     Condition        Report By
 AH2912  HISTORY     - 1996     MONUMENTED       SECI
 AH2912  HISTORY     - 20000316 GOOD             SECI
 AH2912
 AH2912                          STATION DESCRIPTION
 AH2912
 AH2912'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2912'STATION IS LOCATED APPROXIMATELY 2.95 MI (4.75 KM) SOUTH OF MAPLE
 AH2912'PARK, 0.582 MI (0.937 KM) SOUTH OF THE OVERPASS OF INTERSTATE ROUTE 88
 AH2912'ALONG COUNTY LINE ROAD IN THE NORTHEAST 1/4 OF SECTION 13, T 39 N, R 5
 AH2912'E.  THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION
 AH2912'OF EAST COUNTY LINE ROAD (1800 E) AND HARTER ROAD (1600 N) , 33.5 FT
 AH2912'(10.2 M) EAST OF EAST COUNTY LINE ROAD, 41.8 FT (12.7 M) SOUTH OF
 AH2912'HARTER ROAD TO THE EAST, 22 FT (6.7 M) NORTH OF HARTER ROAD TO THE
 AH2912'WEST, 74.3 FT (22.6 M) SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 67.0
 AH2912'FT (20.4 M) SOUTHEAST OF A CONCRETE R.O.W.  MONUMENT, 101.9 FT (31.1
 AH2912'M) NORTHEAST OF A POWER POLE WITH A GUY WIRE, 81.7 FT (24.9 M)
 AH2912'NORTHEAST OF A CONCRETE R.O.W.  MARKER, 12.85 FT (3.92 M) EAST OF THE
 AH2912'EAST END OF A CORRUGATED METAL PIPE UNDER EAST COUNTY LINE ROAD, 67.8
 AH2912'FT (20.7 M) SOUTH OF A POWER POLE WITH A GUY WIRE, 31.70 FT (9.66 M)
 AH2912'SOUTHWEST OF THE SOUTH END OF A CORRUGATED METAL PIPE UNDER HARTER
 AH2912'ROAD TO THE EAST, 2.6 FT (0.8 M) SOUTHEAST OF A WOOD FENCE POST, 13.8
 AH2912'FT (4.2 M) SOUTH OF A WOOD FENCE POST, 2.0 FT (0.6 M) WEST OF AN
 AH2912'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2912'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL THE WOOD PHYSICAL
 AH2912'TIES AND ALSO IN THE TOP OF THE CORRUGATED METAL PIPES.
 AH2912
 AH2912                          STATION RECOVERY (2000)
 AH2912
 AH2912'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 AH2912'RECOVERED AS DESCRIBED USING 1996 DESCRIPTION
 AH2912'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0460 ***********************************************************************
 MF0460  DESIGNATION -  DEKALB
 MF0460  PID         -  MF0460
 MF0460  STATE/COUNTY-  IL/DE KALB
 MF0460  USGS QUAD   -  SYCAMORE (1975)
 MF0460
 MF0460                         *CURRENT SURVEY CONTROL
 MF0460  ___________________________________________________________________
 MF0460* NAD 83(1986)-  41 55 56.     (N)    088 44 52.     (W)     SCALED    
 MF0460* NAVD 88     -       268.279  (meters)     880.18   (feet)  ADJUSTED  
 MF0460  ___________________________________________________________________
 MF0460  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0460  DYNAMIC HT  -         268.185 (meters)     879.87  (feet)  COMP
 MF0460  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 MF0460
 MF0460  VERT ORDER  -  SECOND    CLASS 0
 MF0460
 MF0460.The horizontal coordinates were scaled from a topographic map and have
 MF0460.an estimated accuracy of +/- 6 seconds.
 MF0460
 MF0460.The orthometric height was determined by differential leveling
 MF0460.and adjusted by the National Geodetic Survey in June 1991..
 MF0460
 MF0460.The geoid height was determined by GEOID03.
 MF0460
 MF0460.The dynamic height is computed by dividing the NAVD 88
 MF0460.geopotential number by the normal gravity value computed on the
 MF0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0460.degrees latitude (g = 980.6199 gals.).
 MF0460
 MF0460.The modeled gravity was interpolated from observed gravity values.
 MF0460
 MF0460;                    North         East    Units  Estimated Accuracy
 MF0460;SPC IL E     -   584,660.      265,630.      MT  (+/- 180 meters Scaled)
 MF0460
 MF0460                          SUPERSEDED SURVEY CONTROL
 MF0460
 MF0460  NGVD 29 (??/??/92)  268.322  (m)          880.32   (f) ADJ UNCH    2 0
 MF0460
 MF0460.Superseded values are not recommended for survey control.
 MF0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0460.See file dsdata.txt to determine how the superseded data were derived.
 MF0460
 MF0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM550437(NAD 83)
 MF0460_MARKER: DB = BENCH MARK DISK
 MF0460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0460_SP_SET: BUILDING
 MF0460_STAMPING: DE KALB 1934
 MF0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0460
 MF0460  HISTORY     - Date     Condition        Report By
 MF0460  HISTORY     - 1934     MONUMENTED       CGS
 MF0460  HISTORY     - 1942     GOOD             NGS
 MF0460  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF0460
 MF0460                          STATION DESCRIPTION
 MF0460
 MF0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MF0460'AT DE KALB.
 MF0460'AT DE KALB, DE KALB COUNTY, AT THE HAISH MEMORIAL LIBRARY, 9 FEET
 MF0460'NORTH AND 8 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 MF0460'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE RETAINING WALL
 MF0460'OF THE STAIRS LEADING TO THE BASEMENT, AND ABOUT 6 INCHES ABOVE
 MF0460'THE GROUND.  A STANDARD DISK, STAMPED DE KALB 1934.
 MF0460
 MF0460                          STATION RECOVERY (1996)
 MF0460
 MF0460'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1527 ***********************************************************************
 MF1527  DESIGNATION -  DEKALB
 MF1527  PID         -  MF1527
 MF1527  STATE/COUNTY-  IL/DE KALB
 MF1527  USGS QUAD   -  DE KALB (1980)
 MF1527
 MF1527                         *CURRENT SURVEY CONTROL
 MF1527  ___________________________________________________________________
 MF1527* NAD 83(1997)-  41 55 54.81084(N)    088 47 10.93425(W)     ADJUSTED  
 MF1527* NAVD 88     -       268.28   (+/-2cm)     880.2    (feet)  VERTCON   
 MF1527  ___________________________________________________________________
 MF1527  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 MF1527  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1527
 MF1527  HORZ ORDER  -  THIRD
 MF1527  VERT ORDER  -  THIRD ? (See Below)
 MF1527
 MF1527.The horizontal coordinates were established by classical geodetic methods
 MF1527.and adjusted by the National Geodetic Survey in October 1999..
 MF1527
 MF1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1527.The vertical order pertains to the NGVD 29 superseded value.
 MF1527
 MF1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1527
 MF1527.The geoid height was determined by GEOID03.
 MF1527
 MF1527;                    North         East     Units Scale Factor Converg.
 MF1527;SPC IL E     -   584,637.120   262,426.414   MT  0.99999237   -0 18 09.9
 MF1527;SPC IL E     - 1,918,096.95    860,977.33   sFT  0.99999237   -0 18 09.9
 MF1527;UTM  16      - 4,643,757.409   351,896.769   MT  0.99986991   -1 11 38.2
 MF1527
 MF1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1527!SPC IL E     -   0.99996310  x   0.99999237  =   0.99995547
 MF1527!UTM  16      -   0.99996310  x   0.99986991  =   0.99983301
 MF1527
 MF1527|---------------------------------------------------------------------|
 MF1527| PID    Reference Object                     Distance      Geod. Az  |
 MF1527|                                                           dddmmss.s |
 MF1527| CI6894 DEKALB RM 2                          16.507 METERS 06023     |
 MF1527| CI6892 DEKALB AZ MK 2                                     06616     |
 MF1527| MF1487 DE KALB RADIO STA WLBK MAST         APPROX. 3.3 KM 0722116.3 |
 MF1527| MF1526 DE KALB NORTHERN ILL STC STACK      APPROX. 1.9 KM 0792541.4 |
 MF1527| CI6895 DEKALB RM 3                           9.827 METERS 08849     |
 MF1527| MF1482 DE KALB GENERAL ELEC CO W TK        APPROX. 4.9 KM 0914234.4 |
 MF1527| MF1489 DE KALB MUNICIPAL TANK              APPROX. 4.0 KM 0924235.1 |
 MF1527| MF1525 DE KALB CENTRAL ILL LT CO STK       APPROX. 2.9 KM 0963307.5 |
 MF1527| MF1490 DE KALB CALF PACK CO RAD MAST       APPROX. 4.2 KM 1102849.1 |
 MF1527| CI6893 DEKALB RM 1                          28.443 METERS 18135     |
 MF1527| CI6891 DEKALB AZ MK                                       2882912.4 |
 MF1527|---------------------------------------------------------------------|
 MF1527
 MF1527                          SUPERSEDED SURVEY CONTROL
 MF1527
 MF1527  NAD 83(1997)-  41 55 54.81163(N)    088 47 10.94073(W) AD(       ) 3
 MF1527  NAD 83(1986)-  41 55 54.81203(N)    088 47 10.94165(W) AD(       ) 3
 MF1527  NAD 27      -  41 55 54.71350(N)    088 47 10.62440(W) AD(       ) 3
 MF1527  NGVD 29 (07/19/86)  268.32   (m)          880.3    (f) LEVELING    3  
 MF1527
 MF1527.Superseded values are not recommended for survey control.
 MF1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1527.See file dsdata.txt to determine how the superseded data were derived.
 MF1527
 MF1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5189743757(NAD 83)
 MF1527_MARKER: DS = TRIANGULATION STATION DISK
 MF1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1527
 MF1527  HISTORY     - Date     Condition        Report By
 MF1527  HISTORY     - 1954     MONUMENTED       CGS
 MF1527  HISTORY     - 1967     GOOD             CGS
 MF1527  HISTORY     - 1970     GOOD             BRADY
 MF1527  HISTORY     - 1971     GOOD             NGS
 MF1527  HISTORY     - 1975     GOOD             NGS
 MF1527  HISTORY     - 19961104 GOOD             USPSQD
 MF1527  HISTORY     - 20041208 GOOD             HANPRO
 MF1527
 MF1527                          STATION DESCRIPTION
 MF1527
 MF1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1527'STATION IS LOCATED ON THE PROPERTY OF GEORGE BAUMGARTNER
 MF1527'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30A ABOUT 1-1/2 MILES
 MF1527'WEST OF DE KALB.  IT IS 76 FEET NORTHWEST OF THE SOUTHWEST
 MF1527'CORNER OF MR. BAUMGARTNERS HOUSE, 71 FEET SOUTH OF THE CENTER
 MF1527'OF THE HIGHWAY, 6 FEET SOUTH OF A WHITE WITNESS POST AND
 MF1527'1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MF1527'STAMPED DEKALB 1954.
 MF1527'
 MF1527'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE SOUTHWEST CORNER
 MF1527'OF A SMALL PUMP HOUSE.  THE MARK IS FLUSH AND THE DISK IS
 MF1527'STAMPED DEKALB NO 1 1954.
 MF1527'
 MF1527'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTER OF THE
 MF1527'HIGHWAY, 5 FEET NORTHWEST OF AN 18 INCH ELM TREE AND 1 FOOT
 MF1527'SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1527'DEKALB NO 2 1954.
 MF1527'
 MF1527'AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF HIGHWAY 30A,
 MF1527'5 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE
 MF1527'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 MF1527'ABOUT 2 INCHES AND THE DISK IS STAMPED DEKALB 1954.
 MF1527'
 MF1527'TO REACH THE STATION FROM THE MAIN ENTRANCE TO NORTHERN ILLINOIS
 MF1527'STATE TEACHERS COLLEGE ON U.S. HIGHWAY 30A, GO WEST ON HIGHWAY
 MF1527'30A FOR 1.25 MILES TO MR. BAUMGARTNERS HOUSE ON THE LEFT
 MF1527'AND THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE WEST
 MF1527'ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT
 MF1527'AS DESCRIBED.
 MF1527'
 MF1527'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1527
 MF1527                          STATION RECOVERY (1967)
 MF1527
 MF1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1527'ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION IS GOOD WITH
 MF1527'BELOW CHANGES.
 MF1527'
 MF1527'THE STATION MARK IS 37 FEET WEST OF A 30 INCH MAPLE TREE,
 MF1527'28 FEET SOUTH OF A POWER POLE, 16 FEET WEST OF THE CENTERLINE
 MF1527'OF A DRIVEWAY AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 MF1527'
 MF1527'REFERENCE MARK 2 IS 22 FEET EAST OF THE CENTERLINE OF THE
 MF1527'DRIVEWAY.
 MF1527'
 MF1527'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 MF1527
 MF1527                          STATION RECOVERY (1970)
 MF1527
 MF1527'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (HH)
 MF1527'STATION RECOVERED BY BRADY LAND SURVEYING INC
 MF1527'
 MF1527'DEKALB 1954-GOOD
 MF1527'
 MF1527'FOUND STATION.  R.M. 1, R.M. 2, AND AZIMUTH MK. DESCRIBED AND
 MF1527'IN GOOD CONDITION
 MF1527
 MF1527                          STATION RECOVERY (1971)
 MF1527
 MF1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MF1527'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 MF1527'THE AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION AND WAS
 MF1527'DESTROYED PRIOR TO VISIT AFTER CROSS REFERENCE POINTS WERE
 MF1527'SET BY HIGHWAY DEPARTMENT.  THIS POINT WAS RESET AND A NEW
 MF1527'AZIMUTH MARK AND REFERENCE MARK 3 WERE RESET.  REFERENCE MARK
 MF1527'2 WAS IN THE WAY OF ROAD WORK AND WAS DESTROYED.  THE DISTANCE
 MF1527'AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE DIRECTION TO
 MF1527'REFERENCE MARK 1 CHECKED BUT THE DISTANCE WAS FOUND TO BE
 MF1527'
 MF1527'THE STATION IS 71 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 MF1527'30 A, 16 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 76 FEET
 MF1527'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 32 FEET WEST
 MF1527'OF A POWER POLE AND 38 FEET WEST OF A 36 INCH MAPLE TREE.
 MF1527'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DEKALB 1954.
 MF1527'(NOTE 1A 7A)
 MF1527'
 MF1527'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MF1527'30 A AND W STADIUM DRIVE (AT THE WEST EDGE OF DEKALB AND THE
 MF1527'SOUTHWEST EDGE OF THE NIU CAMPUS), GO WEST ON THE HIGHWAY
 MF1527'FOR 0.3 MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 MF1527'MARK FROM THE INTERSECTION, GO NORTH ON W STADIUM DRIVE FOR
 MF1527'0.1 MILE TO JOG TO THE RIGHT.  TURN RIGHT AND GO EAST ON S
 MF1527'STADIUM DRIVE FOR ABOUT 200 FEET TO W STADIUM DRIVE TO THE
 MF1527'NORTH AND THE AZIMUTH MARK AS DESCRIBED.
 MF1527'
 MF1527'REFERENCE MARK 1 IS 1 FOOT WEST OF THE SOUTHWEST CORNER OF
 MF1527'A SMALL PUMP SHED AND 164 FEET SOUTH OF THE CENTERLINE OF
 MF1527'THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MF1527'DEKALB NO 1 1954.
 MF1527'
 MF1527'REFERENCE MARK 3 IS 47 FEET NORTHWEST OF THE NORTHWEST CORNER
 MF1527'OF THE HOUSE, 1 FOOT NORTHWEST OF A POWER POLE, 16 FEET EAST
 MF1527'OF THE CENTERLINE OF THE DRIVEWAY, 59 FEET SOUTH OF THE
 MF1527'CENTERLINE OF THE HIGHWAY AND 11 FEET NORTHWEST OF THE TREE.
 MF1527'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DEKALB
 MF1527'1954 NO 3 1971.
 MF1527'
 MF1527'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEKALB 1954 1971,
 MF1527'SET IN A DRILL HOLE IN THE TOP AND NORTHWEST CORNER OF THE
 MF1527'CONCRETE BASE OF A CONCRETE LIGHT POLE, 207 FEET NORTH OF
 MF1527'THE CENTERLINE OF S STADIUM DRIVE, 20 FEET EAST OF THE CENTERLINE
 MF1527'OF W STADIUM DRIVE, 1 FOOT NORTHWEST OF THE POLE AND 3 FEET
 MF1527'EAST OF THE EAST CURB OF W STADIUM DRIVE.
 MF1527'
 MF1527'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1527'
 MF1527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1
 MF1527'MILE WEST OF DEKALB
 MF1527
 MF1527                          STATION RECOVERY (1975)
 MF1527
 MF1527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MF1527'THE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 MF1527'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION CHECKED
 MF1527'REFERENCE MARK 1.  THE DISTANCE TO REFERENCE MARK 3 CHECKED BUT
 MF1527'THE DIRECTION WAS FOUND TO BE LESS BY 2 MINUTES.  DUE TO MANY
 MF1527'CHANGES AT THE STATION SITE A NEW DESCRIPTION FOLLOWS--
 MF1527'
 MF1527'THE STATION IS 73 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 MF1527'38, 38 FEET WEST OF A 36 INCH MAPLE TREE, 32 FEET WEST OF A POWER
 MF1527'POLE, 16 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND
 MF1527'2 FEET NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 MF1527'THE DISK IS STAMPED DEKALB 1954.
 MF1527'
 MF1527'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 38 AND
 MF1527'W STADIUM DRIVE (AT THE WEST EDGE OF DEKALB, AND AT THE NIU
 MF1527'STANDPIPE), GO WEST ON STATE HIGHWAY 38 FOR 0.25 MILE TO A DRIVEWAY
 MF1527'ON THE LEFT AND THE STATION LEFT AS DESCRIBED.  TO REACH THE
 MF1527'AZIMUTH MARK FROM THE INTERSECTION, GO NORTH ON W STADIUM DRIVE FOR
 MF1527'0.1 MILE TO WHERE W STADIUM DRIVE GOES RIGHT.  TURN RIGHT AND
 MF1527'GO EAST ALONG W STADIUM DRIVE FOR ABOUT 200 FEET.  TURN LEFT AND
 MF1527'GO NORTH ALONG W STADIUM DRIVE FOR ABOUT 200 FEET TO A CONCRETE
 MF1527'LIGHT POLE ON THE RIGHT AND THE MARK AS DESCRIBED.
 MF1527'
 MF1527'REFERENCE MARK 1 IS 164 FEET SOUTH OF THE CENTERLINE OF STATE
 MF1527'HIGHWAY 38, 36 FEET EAST OF A CONCRETE SILO, 2 FEET SOUTH OF A
 MF1527'METAL WITNESS POST AND 1 FOOT WEST OF THE SOUTHWEST CORNER OF A
 MF1527'SMALL CONCRETE FOUNDATION.  THE MONUMENT IS FLUSH AND THE DISK
 MF1527'IS STAMPED DEKALB NO 1 1954.
 MF1527'
 MF1527'REFERENCE MARK 3 IS 60 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 MF1527'38, 33 FEET NORTHEAST OF A METAL WITNESS POST, 15 FEET EAST OF THE
 MF1527'CENTERLINE OF THE DRIVEWAY, 10 FEET NORTHWEST OF THE 36 INCH MAPLE
 MF1527'TREE AND 1 FOOT NORTHWEST OF THE POWER POLE.  THE MONUMENT
 MF1527'PROJECTS 1 INCH AND THE DISK IS STAMPED DEKALB 1954 NO 3 1971.
 MF1527'
 MF1527'THE AZIMUTH MARK IS 207 FEET NORTH OF THE CENTERLINE OF S STADIUM
 MF1527'DRIVE, 20 FEET EAST OF THE CENTERLINE OF W STADIUM DRIVE AND 3.5
 MF1527'FEET EAST OF THE EAST CURB OF W STADIUM DRIVE.  THE DISK IS
 MF1527'CEMENTED IN A DRILL HOLE IN THE TOP AND THE NORTHWEST CORNER OF THE
 MF1527'CONCRETE BASE OF THE CONCRETE LIGHT POLE, AND STAMPED DEKALB 1954
 MF1527'NO 1971.
 MF1527'
 MF1527'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 MF1527'WEST OF DEKALB.
 MF1527
 MF1527                          STATION RECOVERY (1996)
 MF1527
 MF1527'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1527'RECOVERED IN GOOD CONDITION.
 MF1527
 MF1527                          STATION RECOVERY (2004)
 MF1527
 MF1527'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2004 (JAR)
 MF1527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0871 ***********************************************************************
 NH0871  DESIGNATION -  DEKOB
 NH0871  PID         -  NH0871
 NH0871  STATE/COUNTY-  IL/WINNEBAGO
 NH0871  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0871
 NH0871                         *CURRENT SURVEY CONTROL
 NH0871  ___________________________________________________________________
 NH0871* NAD 83(1997)-  42 18 22.30458(N)    089 04 37.90393(W)     ADJUSTED  
 NH0871* NAVD 88     -       224.429  (meters)     736.31   (feet)  POSTED    
 NH0871  ___________________________________________________________________
 NH0871  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 NH0871  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NH0871  DYNAMIC HT  -         224.360 (meters)     736.09  (feet)  COMP
 NH0871  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NH0871
 NH0871  HORZ ORDER  -  SECOND
 NH0871  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NH0871
 NH0871.The horizontal coordinates were established by classical geodetic methods
 NH0871.and adjusted by the National Geodetic Survey in October 1999..
 NH0871
 NH0871.The orthometric height was determined by differential leveling
 NH0871.and adjusted by the National Geodetic Survey in 1992..
 NH0871.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NH0871.rate of 0.0 thru 1.0 mm/km.
 NH0871
 NH0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0871
 NH0871.The geoid height was determined by GEOID03.
 NH0871
 NH0871.The dynamic height is computed by dividing the NAVD 88
 NH0871.geopotential number by the normal gravity value computed on the
 NH0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0871.degrees latitude (g = 980.6199 gals.).
 NH0871
 NH0871.The modeled gravity was interpolated from observed gravity values.
 NH0871
 NH0871;                    North         East     Units Scale Factor Converg.
 NH0871;SPC IL W     -   626,666.514   789,824.728   MT  1.00004042   +0 44 00.1
 NH0871;SPC IL W     - 2,055,988.39  2,591,283.30   sFT  1.00004042   +0 44 00.1
 NH0871;UTM  16      - 4,685,863.066   328,795.191   MT  0.99996065   -1 23 54.5
 NH0871
 NH0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0871!SPC IL W     -   0.99997004  x   1.00004042  =   1.00001046
 NH0871!UTM  16      -   0.99997004  x   0.99996065  =   0.99993069
 NH0871
 NH0871:                Primary Azimuth Mark                     Grid Az
 NH0871:SPC IL W     -  CUMBERLAND                               042 42 57.3
 NH0871:UTM  16      -  CUMBERLAND                               044 50 51.9
 NH0871
 NH0871|---------------------------------------------------------------------|
 NH0871| PID    Reference Object                     Distance      Geod. Az  |
 NH0871|                                                           dddmmss.s |
 NH0871| NH0562 CUMBERLAND                          APPROX. 0.6 KM 0432657.4 |
 NH0871| NH0872 DEKOB RM                             15.800 METERS 09404     |
 NH0871|---------------------------------------------------------------------|
 NH0871
 NH0871                          SUPERSEDED SURVEY CONTROL
 NH0871
 NH0871  NAD 83(1997)-  42 18 22.30498(N)    089 04 37.90475(W) AD(       ) 2
 NH0871  NAD 83(1997)-  42 18 22.30442(N)    089 04 37.90458(W) AD(       ) 2
 NH0871  NAD 83(1986)-  42 18 22.30490(N)    089 04 37.90419(W) AD(       ) 2
 NH0871  NAD 27      -  42 18 22.24640(N)    089 04 37.51630(W) AD(       ) 2
 NH0871
 NH0871.Superseded values are not recommended for survey control.
 NH0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0871.See file dsdata.txt to determine how the superseded data were derived.
 NH0871
 NH0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2879585863(NAD 83)
 NH0871_MARKER: DS = TRIANGULATION STATION DISK
 NH0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0871+STABILITY: SURFACE MOTION
 NH0871
 NH0871  HISTORY     - Date     Condition        Report By
 NH0871  HISTORY     - 1920     MONUMENTED       CGS
 NH0871  HISTORY     - 1954     MARK NOT FOUND   CGS
 NH0871  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0871
 NH0871                          STATION DESCRIPTION
 NH0871
 NH0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0871'STATION IS ABOUT 2 MILES N OF ROCKFORD, ON THE W SIDE OF
 NH0871'THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, AT THE NORTH
 NH0871'MAIN STREET EXTENSION CROSSING, W OF THE GOLF LINKS, 4 YARDS
 NH0871'W OF THE CENTER OF THE HIGHWAY, AND 4.23 METERS (13.88 FEET)
 NH0871'W OF THE W AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND
 NH0871'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0871'THE REFERENCE MARK IS
 NH0871'ON THE OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE LINE, 15.80
 NH0871'METERS (51.84 FEET) FROM THE STATION, S 85 DEG 56 MIN E.
 NH0871'THE STATION MARK IS 0.094 METERS (0.308 FEET) ABOVE THE
 NH0871'REFERENCE MARK.
 NH0871
 NH0871                          STATION RECOVERY (1954)
 NH0871
 NH0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0871'THIS STATION WAS LOST ABOUT JULY 15, 1954, WHILE HIGHWAY
 NH0871'WIDENING AND RESURFACING WAS BEING DONE.  THE CONCRETE OF THE
 NH0871'MARKS WAS FOUND, BUT THE DISKS WERE MISSING.
 NH0871
 NH0871                          STATION RECOVERY (1997)
 NH0871
 NH0871'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1730 ***********************************************************************
 JB1730  DESIGNATION -  DELA
 JB1730  PID         -  JB1730
 JB1730  STATE/COUNTY-  IL/HAMILTON
 JB1730  USGS QUAD   -  BELLE PRAIRIE CITY (1974)
 JB1730
 JB1730                         *CURRENT SURVEY CONTROL
 JB1730  ___________________________________________________________________
 JB1730* NAD 83(1997)-  38 08 11.53819(N)    088 35 36.65980(W)     ADJUSTED  
 JB1730* NAVD 88     -       136.     (meters)     446.     (feet)  SCALED    
 JB1730  ___________________________________________________________________
 JB1730  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JB1730  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 JB1730
 JB1730  HORZ ORDER  -  THIRD
 JB1730
 JB1730.The horizontal coordinates were established by classical geodetic methods
 JB1730.and adjusted by the National Geodetic Survey in October 1999..
 JB1730
 JB1730.The orthometric height was scaled from a topographic map.
 JB1730
 JB1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1730
 JB1730.The geoid height was determined by GEOID03.
 JB1730
 JB1730;                    North         East     Units Scale Factor Converg.
 JB1730;SPC IL E     -   163,161.912   277,190.449   MT  0.99998141   -0 09 38.4
 JB1730;SPC IL E     -   535,307.04    909,415.66   sFT  0.99998141   -0 09 38.4
 JB1730;UTM  16      - 4,222,163.843   360,348.979   MT  0.99984019   -0 59 03.2
 JB1730
 JB1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1730!SPC IL E     -   0.99998341  x   0.99998141  =   0.99996482
 JB1730!UTM  16      -   0.99998341  x   0.99984019  =   0.99982360
 JB1730
 JB1730|---------------------------------------------------------------------|
 JB1730| PID    Reference Object                     Distance      Geod. Az  |
 JB1730|                                                           dddmmss.s |
 JB1730| CI4245 DELA RM 1                             9.175 METERS 17721     |
 JB1730| CI4244 DELA AZ MK                          457.366 METERS 1835204.2 |
 JB1730| CI4246 DELA RM 2                            29.779 METERS 26445     |
 JB1730|---------------------------------------------------------------------|
 JB1730
 JB1730                          SUPERSEDED SURVEY CONTROL
 JB1730
 JB1730  NAD 83(1997)-  38 08 11.54829(N)    088 35 36.65825(W) AD(       ) 3
 JB1730  NAD 83(1986)-  38 08 11.55086(N)    088 35 36.65994(W) AD(       ) 3
 JB1730  NAD 27      -  38 08 11.37656(N)    088 35 36.46636(W) AD(       ) 3
 JB1730
 JB1730.Superseded values are not recommended for survey control.
 JB1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1730.See file dsdata.txt to determine how the superseded data were derived.
 JB1730
 JB1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6034922164(NAD 83)
 JB1730_MARKER: DS = TRIANGULATION STATION DISK
 JB1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1730
 JB1730  HISTORY     - Date     Condition        Report By
 JB1730  HISTORY     - 1961     MONUMENTED       CGS
 JB1730
 JB1730                          STATION DESCRIPTION
 JB1730
 JB1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1730'THE STATION IS ABOUT 6.75 MILES SOUTHEAST OF DAHLGREN, ABOUT 4.5
 JB1730'MILES NORTHWEST OF
 JB1730'MCLEANSBORO, IN THE NORTHWEST .25 OF SEC 31, T 4 S, R 6
 JB1730'E, AND ON THE ROAD
 JB1730'RIGHT-OF-WAY.  IT IS 138 FEET NORTH OF THE
 JB1730'NORTHWEST CORNER OF A HOUSE, 52 FEET
 JB1730'NORTH OF A 24 INCH MAPLE TREE
 JB1730'AND A FENCE CORNER, 40 FEET WEST OF THE CENTERLINE OF U
 JB1730'S HIGHWAY 460,
 JB1730'33 FEET SOUTH OF A FENCE CORNER AND 4 FEET SOUTHWEST OF A
 JB1730'WITNESS POST.  THE
 JB1730'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DELA 1961.
 JB1730'
 JB1730'TO REACH THE STATION FROM THE RAILROAD STATION IN DAHLGREN, GO
 JB1730'SOUTHEAST ON U S HIGHWAY
 JB1730'460 FOR 6.3 MILES TO A POINT WHERE THE HIGHWAY TURNS FROM
 JB1730'SOUTHEAST TO SOUTH.  CONTINUE
 JB1730'SOUTH ON HIGHWAY 460 FOR 0.3 MILE TO
 JB1730'THE STATION ON THE LEFT.
 JB1730'
 JB1730'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 460
 JB1730'FOR 0.25 MILE TO THE
 JB1730'AZIMUTH MARK ON THE RIGHT.
 JB1730'
 JB1730'REFERENCE MARK 1 IS 43 FEET EAST OF THE CENTERLINE OF HIGHWAY 460, 23
 JB1730'FEET NORTH OF THE 24
 JB1730'INCH MAPLE TREE AND THE FENCE CORNER AND 1 FOOT WEST
 JB1730'OF A WIRE FENCE.  THE MONUMENT
 JB1730'PROJECTS 2 INCHES AND THE DISK IS
 JB1730'STAMPED DELA NO 1 1961.
 JB1730'
 JB1730'REFERENCE MARK 2 IS 57 FEET WEST OF THE CENTERLINE OF HIGHWAY 460, 51
 JB1730'FEET NORTH OF A POWER
 JB1730'POLE WITH A TRANSFORMER AND 1 FOOT EAST OF A WIRE
 JB1730'FENCE.  THE MONUMENT IS FLUSH AND
 JB1730'THE DISK IS STAMPED DELA NO 2 1961.
 JB1730'
 JB1730'THE AZIMUTH MARK IS 58 FEET WEST OF THE CENTERLINE OF HIGHWAY 460, 14
 JB1730'FEET EAST OF THE EAST END OF
 JB1730'A BILLBOARD, 1 FOOT NORTHEAST OF A WITNESS POST
 JB1730'AND 1 FOOT EAST OF A FENCE CORNER.
 JB1730'THE MONUMENT PROJECTS 2 INCHES
 JB1730'AND THE DISK IS STAMPED DELA 1961.
 JB1730'
 JB1730'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI4244 ***********************************************************************
 CI4244  DESIGNATION -  DELA AZ MK
 CI4244  PID         -  CI4244
 CI4244  STATE/COUNTY-  IL/HAMILTON
 CI4244  USGS QUAD   -  BELLE PRAIRIE CITY (1974)
 CI4244
 CI4244                         *CURRENT SURVEY CONTROL
 CI4244  ___________________________________________________________________
 CI4244* NAD 83(1997)-  38 07 56.73836(N)    088 35 37.92660(W)     ADJUSTED  
 CI4244* NAVD 88     -       138.5    (meters)     454.     (feet)  GPS OBS   
 CI4244  ___________________________________________________________________
 CI4244  X           -     123,271.286 (meters)                     COMP
 CI4244  Y           -  -5,021,938.829 (meters)                     COMP
 CI4244  Z           -   3,917,083.527 (meters)                     COMP
 CI4244  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CI4244  ELLIP HEIGHT-         108.43  (meters)          (02/03/05) GPS OBS
 CI4244  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 CI4244
 CI4244  HORZ ORDER  -  FIRST
 CI4244  ELLP ORDER  -  FOURTH    CLASS II
 CI4244
 CI4244.The horizontal coordinates were established by GPS observations
 CI4244.and adjusted by the IL DEPT OF TRANSP in August 2002..
 CI4244
 CI4244.The orthometric height was determined by GPS observations and a
 CI4244.high-resolution geoid model.
 CI4244
 CI4244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI4244
 CI4244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI4244
 CI4244.The ellipsoidal height was determined by GPS observations
 CI4244.and is referenced to NAD 83.
 CI4244
 CI4244.The geoid height was determined by GEOID03.
 CI4244
 CI4244;                    North         East     Units Scale Factor Converg.
 CI4244;SPC IL E     -   162,705.685   277,158.319   MT  0.99998142   -0 09 39.2
 CI4244;SPC IL E     -   533,810.23    909,310.25   sFT  0.99998142   -0 09 39.2
 CI4244;UTM  16      - 4,221,708.189   360,310.300   MT  0.99984032   -0 59 03.6
 CI4244
 CI4244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI4244!SPC IL E     -   0.99998299  x   0.99998142  =   0.99996441
 CI4244!UTM  16      -   0.99998299  x   0.99984032  =   0.99982331
 CI4244
 CI4244                          SUPERSEDED SURVEY CONTROL
 CI4244
 CI4244  ELLIP H (08/21/02)  108.43   (m)                       GP(       ) 3 1
 CI4244
 CI4244.Superseded values are not recommended for survey control.
 CI4244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI4244.See file dsdata.txt to determine how the superseded data were derived.
 CI4244
 CI4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6031021708(NAD 83)
 CI4244_MARKER: DZ = AZIMUTH MARK DISK
 CI4244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI4244_STAMPING: DELA 1961
 CI4244_MARK LOGO: CGS   
 CI4244_PROJECTION: FLUSH
 CI4244_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI4244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI4244+STABILITY: SURFACE MOTION
 CI4244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI4244+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 CI4244
 CI4244  HISTORY     - Date     Condition        Report By
 CI4244  HISTORY     - 1961     MONUMENTED       CGS
 CI4244  HISTORY     - 20031110 GOOD             NGS
 CI4244  HISTORY     - 20060726 GOOD             ILDT
 CI4244
 CI4244                          STATION DESCRIPTION
 CI4244
 CI4244'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (CP)
 CI4244'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) .
 CI4244'STATION IS 1.2 MILES (1.9 KM) SE OF DELAFIELD.  TO REACH FROM IL ROUTE
 CI4244'242 AND IL ROUTE 142 IN MCLEANSBORO, GO NW ON IL ROUTE 142 FOR 4.4
 CI4244'MILES (7.1 KM) TO STATION ON THE LEFT.  STATION IS 58.0 FEET (17.7 M)
 CI4244'W OF CENTERLINE OF IL ROUTE 142, 122.6 FEET (37.4 M) S OF POWERPOLE
 CI4244'WITH GUIDE WIRE, 1.6 FEET (0.5 M) N OF METAL WITNESS POST, STATION IS
 CI4244'FLUSH WITH GROUND.
 CI4244
 CI4244                          STATION RECOVERY (2006)
 CI4244
 CI4244'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 CI4244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1793 ***********************************************************************
 LC1793  DESIGNATION -  DELAND
 LC1793  PID         -  LC1793
 LC1793  STATE/COUNTY-  IL/PIATT
 LC1793  USGS QUAD   -  FARMER CITY SOUTH (1979)
 LC1793
 LC1793                         *CURRENT SURVEY CONTROL
 LC1793  ___________________________________________________________________
 LC1793* NAD 83(1997)-  40 07 39.08256(N)    088 41 12.72032(W)     ADJUSTED  
 LC1793* NAVD 88     -       215.7    (meters)     708.     (feet)  GPS OBS   
 LC1793  ___________________________________________________________________
 LC1793  X           -     111,918.062 (meters)                     COMP
 LC1793  Y           -  -4,882,451.861 (meters)                     COMP
 LC1793  Z           -   4,088,940.763 (meters)                     COMP
 LC1793  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LC1793  ELLIP HEIGHT-         183.76  (meters)          (12/06/04) GPS OBS
 LC1793  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC1793
 LC1793  HORZ ORDER  -  FIRST
 LC1793  ELLP ORDER  -  FOURTH    CLASS I
 LC1793
 LC1793.The horizontal coordinates were established by GPS observations
 LC1793.and adjusted by the National Geodetic Survey in December 2002..
 LC1793
 LC1793.The orthometric height was determined by GPS observations and a
 LC1793.high-resolution geoid model.
 LC1793
 LC1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1793
 LC1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1793
 LC1793.The ellipsoidal height was determined by GPS observations
 LC1793.and is referenced to NAD 83.
 LC1793
 LC1793.The geoid height was determined by GEOID03.
 LC1793
 LC1793;                    North         East     Units Scale Factor Converg.
 LC1793;SPC IL E     -   384,219.492   269,867.372   MT  0.99998617   -0 13 40.3
 LC1793;SPC IL E     - 1,260,560.12    885,389.87   sFT  0.99998617   -0 13 40.3
 LC1793;UTM  16      - 4,443,274.966   356,274.213   MT  0.99985430   -1 05 14.5
 LC1793
 LC1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1793!SPC IL E     -   0.99997117  x   0.99998617  =   0.99995734
 LC1793!UTM  16      -   0.99997117  x   0.99985430  =   0.99982548
 LC1793
 LC1793:                Primary Azimuth Mark                     Grid Az
 LC1793:SPC IL E     -  FARMER CITY SAC HEART CATH CH            015 10 19.6
 LC1793:UTM  16      -  FARMER CITY SAC HEART CATH CH            016 01 53.8
 LC1793
 LC1793|---------------------------------------------------------------------|
 LC1793| PID    Reference Object                     Distance      Geod. Az  |
 LC1793|                                                           dddmmss.s |
 LC1793| LC1791 FARMER CITY SAC HEART CATH CH       APPROX.13.9 KM 0145639.3 |
 LC1793| LC1790 FARMER CITY MUNICIPAL TANK          APPROX.13.8 KM 0172142.5 |
 LC1793| LC1792 FARMER CITY MUN WORKS STK           APPROX.13.8 KM 0172630.8 |
 LC1793| CI6899 DELAND RM 3                          22.968 METERS 04457     |
 LC1793| LC1796 DELAND 1934 AZ MK 1976              328.457 METERS 09112     |
 LC1793| CI6896 DELAND RM 1                          58.378 METERS 09448     |
 LC1793| LC1783 DELAND MUN TANK                     APPROX. 3.7 KM 0994910.8 |
 LC1793| CI6898 DELAND RM 2 RESET                    31.294 METERS 15530     |
 LC1793| LC1794 DELAND 1934 RM 4 1976               119.104 METERS 27128     |
 LC1793| CI6897 DELAND RM 2                          36.628 METERS 35254     |
 LC1793|---------------------------------------------------------------------|
 LC1793
 LC1793                          SUPERSEDED SURVEY CONTROL
 LC1793
 LC1793  ELLIP H (12/18/02)  183.75   (m)                       GP(       ) 4 2
 LC1793  NAD 83(1997)-  40 07 39.08031(N)    088 41 12.72449(W) AD(       ) 1
 LC1793  NAD 83(1986)-  40 07 39.08832(N)    088 41 12.72318(W) AD(       ) 1
 LC1793  NAD 27      -  40 07 38.96610(N)    088 41 12.47020(W) AD(       ) 1
 LC1793  NGVD 29 (07/19/86)  214.4    (m)          703.     (f) VERT ANG       
 LC1793
 LC1793.Superseded values are not recommended for survey control.
 LC1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1793.See file dsdata.txt to determine how the superseded data were derived.
 LC1793
 LC1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5627443275(NAD 83)
 LC1793_MARKER: DS = TRIANGULATION STATION DISK
 LC1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1793+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 LC1793
 LC1793  HISTORY     - Date     Condition        Report By
 LC1793  HISTORY     - 1934     MONUMENTED       CGS
 LC1793  HISTORY     - 1936     GOOD             USGS
 LC1793  HISTORY     - 1939     GOOD             CGS
 LC1793  HISTORY     - 1970     GOOD             LOCENG
 LC1793  HISTORY     - 1971     GOOD             NGS
 LC1793  HISTORY     - 1976     GOOD             NGS
 LC1793  HISTORY     - 20001229 GOOD             ZAMBRA
 LC1793
 LC1793                          STATION DESCRIPTION
 LC1793
 LC1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1793'STATION IS 2.3 MILES BY ROAD DUE W OF DELAND AND 2.9 MILES
 LC1793'E OF THE INTERSECTION OF STATE HIGHWAYS 120 AND 48, ON THE
 LC1793'N SIDE OF STATE HIGHWAY 120, IN THE SW CORNER OF A FIELD
 LC1793'OWNED BY SMITH WISEGARVER, 108 PACES E OF A N-S ROAD, 56
 LC1793'FEET N OF THE CENTER LINE OF STATE HIGHWAY 120, 59 FEET E
 LC1793'OF THE SE CORNER OF A HOUSE, 54 FEET NE OF THE MOST EASTERLY
 LC1793'TREE IN THE HOUSE YARD, AND 12 INCHES UNDERGROUND.
 LC1793'
 LC1793'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1793'BRONZE DISKS SET IN CONCRETE.
 LC1793'
 LC1793'REFERENCE MARK NO. 1 IS E OF THE STATION, IN THE N RIGHT-OF-WAY
 LC1793'FENCE LINE OF STATE HIGHWAY 120, 36 FEET W OF A TELEPHONE
 LC1793'POLE, 246.10 FEET SE OF REFERENCE MARK NO. 2, AND PROJECTS
 LC1793'3 INCHES.  REFERENCE MARK NO. 2 IS N OF THE STATION, AT
 LC1793'THE NE CORNER OF THE HOUSE LOT, AND PROJECTS 3 INCHES.
 LC1793'
 LC1793'AZIMUTH MARK IS E OF THE STATION, AT THE SE CORNER OF FIELD
 LC1793'IN WHICH THE STATION IS LOCATED, 1 FOOT N OF THE N RIGHT-OF-WAY
 LC1793'FENCE OF STATE HIGHWAY 120, AND PROJECTS 1 INCH.
 LC1793'
 LC1793'90-FOOT TOWER WILL CLEAR ALL LINES EXCEPT TO RYAN, WHICH
 LC1793'REQUIRES 103 FEET.
 LC1793'
 LC1793'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
 LC1793
 LC1793                          STATION RECOVERY (1936)
 LC1793
 LC1793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 LC1793'EXTRACT FROM LETTER DATED JUNE 21, 1936 FROM S.R. ARCHER TO
 LC1793'R.M. WILSON, BOTH OF THE U.S. GEOLOGICAL SURVEY.
 LC1793'
 LC1793'THE FOLLOWING ELEVATIONS ARE WITHIN TWO-TENTHS OF BEING
 LC1793'CORRECT, BASED UPON THEIR PRECISE LINE AT CLINTON, ILLINOIS.
 LC1793'
 LC1793'ALEXANDER, PIATT CO., ILL. -759.6
 LC1793'
 LC1793'DELAND NO. 2*, PIATT CO., ILL. -708.0
 LC1793'
 LC1793'LUTTRELL, DEWITT CO., ILL. -765.9
 LC1793'
 LC1793'*REFERENCE MARK
 LC1793
 LC1793                          STATION RECOVERY (1939)
 LC1793
 LC1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 LC1793'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 LC1793'TO REFERENCE MARK 2 CHECKED, WHILE THE DISTANCE TO REFERENCE
 LC1793'MARK 1 WAS FOUND TO BE 58.378 M., 191.53 FT., COMPARED WITH
 LC1793'ORIGINAL MEASUREMENT OF 191.49 FT.  THE HOUSE AND TREES
 LC1793'MENTIONED IN ORIGINAL DESCRIPTION HAVE BEEN REMOVED, AND
 LC1793'THE AREA PUT IN CULTIVATION.  THIS LEFT REFERENCE MARK 2
 LC1793'IN A PLANTED FIELD, MAKING IT NECESSARY TO ESTABLISH A NEW
 LC1793'MARK AND DESTROY THE OLD ONE.  A COMPLETE NEW DESCRIPTION
 LC1793'FOLLOWS.
 LC1793'
 LC1793'STATION IS ABOUT 25 MI. W OF CHAMPAIGN, 2.3 MI. W AND 0.4 MI.
 LC1793'N OF THE CENTER OF DELAND, 2.9 MI. E OF THE INTERSECTION
 LC1793'OF ILLINOIS STATE ROUTES 48 AND 10, ON THE N SIDE OF STATE
 LC1793'ROUTE 10, IN THE SW CORNER OF A FIELD OWNED BY MR. SMITH
 LC1793'WISEGARVER.  THE FARM IS NOW TENANTED BY MR. H.J. EASTON,
 LC1793'WHO LIVES ABOUT 0.5 MI. E-NE OF THE STATION.  STATION IS IN
 LC1793'A CULTIVATED FIELD, 55 FT. N OF THE CENTERLINE OF STATE
 LC1793'ROUTE 10, 15.3 FT. N OF A WIRE FENCE, 319 FT. E OF THE
 LC1793'CENTERLINE OF A N-AND-S GRAVEL ROAD, 135 FT. E BY S OF THE
 LC1793'CENTER OF A WINDMILL.  MARK IS
 LC1793'BELOW THE SURFACE OF THE GROUND.  THE
 LC1793'DISK IS STAMPED DELAND 1934.
 LC1793'
 LC1793'REFERENCE MARK 1 IS E OF THE STATION, IN THE N RIGHT-OF-WAY
 LC1793'OF ROUTE 10, 1 FT. N OF A WIRE FENCE, 41 FT. N OF THE CENTERLINE
 LC1793'OF ROUTE 10, 38 FT. W OF A TELEPHONE POLE, AND 510 FT. E
 LC1793'OF THE CENTERLINE OF A N-AND-S GRAVEL ROAD.  THE MARK IS
 LC1793'DESCRIBED AND PROTRUDES 3 IN.  THE DISK IS STAMPED
 LC1793'DELAND NO 1 1934.
 LC1793'
 LC1793'THE NEW REFERENCE MARK 2 ESTABLISHED BY THIS PARTY IS S-SE
 LC1793'OF THE STATION, ON THE S RIGHT-OF-WAY OF ROUTE 10, 1.5 FT.
 LC1793'N OF A WIRE FENCE, 38.5 FT. S OF THE CENTERLINE OF ROUTE
 LC1793'10, AND 363 FT. E OF THE CENTERLINE OF A N-AND-S GRAVEL ROAD.
 LC1793'THE MARK IS DESCRIBED AND PROTRUDES 1 IN.  THE
 LC1793'DISK IS STAMPED DELAND NO 2 1939.
 LC1793'
 LC1793'THE AZIMUTH MARK IS E OF THE STATION, IN THE N RIGHT-OF-WAY
 LC1793'OF STATE ROUTE 10, 1.5 FT. N OF A WIRE FENCE, 2 FT. NW OF THE
 LC1793'W END OF A WOODEN GATE, 8 FT. N OF THE NW CORNER OF A CONCRETE
 LC1793'CULVERT, AND 41.5 FT. N OF THE CENTERLINE OF STATE ROUTE
 LC1793'10.  THE MARK IS DESCRIBED AND PROTRUDES 1 IN.
 LC1793'THE DISK IS STAMPED DELAND AZIMUTH 1934.
 LC1793'
 LC1793'A 90-FT. TOWER CLEARED ALL 1934 LINES EXCEPT TO RYAN WHICH
 LC1793'REQUIRED 103 FT.
 LC1793
 LC1793                          STATION RECOVERY (1970)
 LC1793
 LC1793'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (CSD)
 LC1793'STATION RECOVERED BY CHARLES S DANNER ENGINEERING.
 LC1793'
 LC1793'DELAND 1934-DESCRIPTION NO GOOD.  SEE ENCLOSED TIE SHEET
 LC1793'
 LC1793'DELAND AZIMUTH 1934-DESCRIPTION NO GOOD.  SEE ENCLOSED TIE SHEET
 LC1793'
 LC1793'NO REFERENCE MARKS SEARCHED FOR.
 LC1793
 LC1793                          STATION RECOVERY (1971)
 LC1793
 LC1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LC1793'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LC1793'REFERENCE MARK 1 WAS FOUND PROJECTING IN SCHOOL LAWN AND WAS
 LC1793'DESTROYED AFTER A REFERENCE MARK 3 WAS SET.  THE STATION
 LC1793'MARK WAS ALSO FOUND PROJECTING AND WAS LOWERED HOLDING THE
 LC1793'ORIGINAL POINT BY 0.48 OF A FOOT.  THE DISTANCE AND DIRECTIONS
 LC1793'TO THE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS--
 LC1793'
 LC1793'THE STATION IS LOCATED IN THE FRONT LAWN OF THE DELAND-WELDON
 LC1793'HIGH SCHOOL, 36 FEET NORTHWEST OF AN UNDERGROUND CABLE BOX,
 LC1793'55 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 10, 76 FEET
 LC1793'SOUTHWEST OF FLAGPOLE, 319 FEET EAST OF THE CENTERLINE OF
 LC1793'NORTH-SOUTH ROAD, 121 FEET EAST OF THE CENTERLINE OF THE WEST
 LC1793'DRIVEWAY TO SCHOOL AND 64 FEET SOUTH OF THE SOUTHWEST CORNER
 LC1793'OF PAVED PARKING LOT.  THE MONUMENT IS FLUSH AND THE DISK IS
 LC1793'STAMPED DELAND 1934 1971.
 LC1793'
 LC1793'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LC1793'10 AND 48 (ABOUT 5 MILES WEST OF DELAND), GO EAST ON HIGHWAY
 LC1793'10 FOR 3.0 MILES TO THE SCHOOL AND STATION ON THE LEFT.  CONTINUE
 LC1793'EAST ON HIGHWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LC1793'
 LC1793'REFERENCE MARK 2 IS 39 FEET SOUTH OF THE CENTERLINE OF THE
 LC1793'HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST AND 363 FEET
 LC1793'EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  THE MONUMENT
 LC1793'IS FLUSH AND THE DISK IS STAMPED DELAND NO 2 1939.
 LC1793'
 LC1793'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DELAND 1934
 LC1793'NO 3 1971 SET IN A DRILL HOLE IN THE TOP AND SOUTHWEST CORNER
 LC1793'OF THE CONCRETE BASE OF THE SCHOOL FLAGPOLE, 10 FEET SOUTH
 LC1793'OF THE SOUTH EDGE OF THE PARKING AREA AND 1 FOOT SOUTHWEST
 LC1793'OF THE FLAGPOLE.
 LC1793'
 LC1793'THE AZIMUTH MARK IS 30 FEET EAST OF A FENCE LINE, 8 FEET
 LC1793'NORTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF
 LC1793'FIELD ENTRANCE, 20 FEET NORTHWEST OF THE NORTH END OF THE
 LC1793'EAST HEADWALL, 41 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 LC1793'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS
 LC1793'FLUSH AND THE DISK IS STAMPED DELAND 1934 AZIMUTH.
 LC1793'
 LC1793'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1793'
 LC1793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2
 LC1793'MILES WEST OF DELAND
 LC1793
 LC1793                          STATION RECOVERY (1976)
 LC1793
 LC1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC1793'THE STATION WAS RECOVERED AS DESCRIBED IN 1971.  DUE TO THE SCHOOL
 LC1793'SUPERINTENDENT NOT PERMITTING A TOWER TO BE BUILT OVER DELAND 1934.
 LC1793'REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 LC1793'
 LC1793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 LC1793'DELAND.
 LC1793
 LC1793                          STATION RECOVERY (2000)
 LC1793
 LC1793'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC1793'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC1793'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC1793' 
 LC1793'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1796 ***********************************************************************
 LC1796  DESIGNATION -  DELAND 1934 AZ MK 1976
 LC1796  PID         -  LC1796
 LC1796  STATE/COUNTY-  IL/PIATT
 LC1796  USGS QUAD   -  FARMER CITY SOUTH (1979)
 LC1796
 LC1796                         *CURRENT SURVEY CONTROL
 LC1796  ___________________________________________________________________
 LC1796* NAD 83(1997)-  40 07 38.85845(N)    088 40 58.85059(W)     ADJUSTED  
 LC1796* NAVD 88     -       213.8    (meters)     701.     (feet)  VERTCON   
 LC1796  ___________________________________________________________________
 LC1796  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 LC1796  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC1796
 LC1796  HORZ ORDER  -  SECOND
 LC1796
 LC1796.The horizontal coordinates were established by classical geodetic methods
 LC1796.and adjusted by the National Geodetic Survey in October 1999..
 LC1796
 LC1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1796
 LC1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1796
 LC1796.The geoid height was determined by GEOID03.
 LC1796
 LC1796;                    North         East     Units Scale Factor Converg.
 LC1796;SPC IL E     -   384,211.281   270,195.722   MT  0.99998593   -0 13 31.3
 LC1796;SPC IL E     - 1,260,533.18    886,467.13   sFT  0.99998593   -0 13 31.3
 LC1796;UTM  16      - 4,443,261.832   356,602.360   MT  0.99985314   -1 05 05.5
 LC1796
 LC1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1796!SPC IL E     -   0.99997146  x   0.99998593  =   0.99995740
 LC1796!UTM  16      -   0.99997146  x   0.99985314  =   0.99982461
 LC1796
 LC1796|---------------------------------------------------------------------|
 LC1796| PID    Reference Object                     Distance      Geod. Az  |
 LC1796|                                                           dddmmss.s |
 LC1796| LC1793 DELAND                              328.457 METERS 27112     |
 LC1796| LC1794 DELAND 1934 RM 4 1976               447.560 METERS 2711642.0 |
 LC1796|---------------------------------------------------------------------|
 LC1796
 LC1796                          SUPERSEDED SURVEY CONTROL
 LC1796
 LC1796  NAD 83(1986)-  40 07 38.86646(N)    088 40 58.84918(W) AD(       ) 2
 LC1796  NAD 27      -  40 07 38.74409(N)    088 40 58.59486(W) AD(       ) 2
 LC1796  NGVD 29 (07/19/86)  213.9    (m)          702.     (f) VERT ANG       
 LC1796
 LC1796.Superseded values are not recommended for survey control.
 LC1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1796.See file dsdata.txt to determine how the superseded data were derived.
 LC1796
 LC1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5660243262(NAD 83)
 LC1796_MARKER: DS = TRIANGULATION STATION DISK
 LC1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1796+STABILITY: SURFACE MOTION
 LC1796
 LC1796  HISTORY     - Date     Condition        Report By
 LC1796  HISTORY     - 1975     MONUMENTED       NGS
 LC1796
 LC1796                          STATION DESCRIPTION
 LC1796
 LC1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 LC1796'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF DELAND, 4 MILES
 LC1796'NORTHEAST OF WELDON AND ABOUT 0.35 MILE EAST OF THE DELAND-WELDON
 LC1796'HIGH SCHOOL.
 LC1796'
 LC1796'AZIMUTH MARK IS A STANDARD DISK STAMPED DELAND 1934 AZIMUTH
 LC1796'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LC1796'IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 42.3 FEET NORTH
 LC1796'OF CENTERLINE OF STATE HIGHWAY 10, 29.6 FEET EAST OF THE SOUTH
 LC1796'END OF FENCELINE AND 1 FOOT WEST OF METAL WITNESS POST WITH SIGN
 LC1796'ATTACHED.
 LC1796'
 LC1796'FOR ROUTE TO STATION SEE DESCRIPTION FOR TRIANGULATION STATION
 LC1796'DELAND 1934 RM 4.
 LC1796'
 LC1796'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DELAND
 LC1796'1934 RM 4, DISTANCE BEING 447.561 METERS, EAST OF THE
 LC1796'TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1794 ***********************************************************************
 LC1794  DESIGNATION -  DELAND 1934 RM 4 1976
 LC1794  PID         -  LC1794
 LC1794  STATE/COUNTY-  IL/DE WITT
 LC1794  USGS QUAD   -  FARMER CITY SOUTH (1979)
 LC1794
 LC1794                         *CURRENT SURVEY CONTROL
 LC1794  ___________________________________________________________________
 LC1794* NAD 83(1997)-  40 07 39.18174(N)    088 41 17.74916(W)     ADJUSTED  
 LC1794* NAVD 88     -       214.8    (meters)     705.     (feet)  VERTCON   
 LC1794  ___________________________________________________________________
 LC1794  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 LC1794  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC1794
 LC1794  HORZ ORDER  -  FIRST
 LC1794
 LC1794.The horizontal coordinates were established by classical geodetic methods
 LC1794.and adjusted by the National Geodetic Survey in October 1999..
 LC1794
 LC1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1794
 LC1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1794
 LC1794.The geoid height was determined by GEOID03.
 LC1794
 LC1794;                    North         East     Units Scale Factor Converg.
 LC1794;SPC IL E     -   384,223.025   269,748.323   MT  0.99998626   -0 13 43.5
 LC1794;SPC IL E     - 1,260,571.71    884,999.29   sFT  0.99998626   -0 13 43.5
 LC1794;SPC IL W     -   385,197.500   826,006.309   MT  1.00013657   +0 57 10.6
 LC1794;SPC IL W     - 1,263,768.80  2,709,989.03   sFT  1.00013657   +0 57 10.6
 LC1794;UTM  16      - 4,443,280.284   356,155.246   MT  0.99985472   -1 05 17.7
 LC1794
 LC1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1794!SPC IL E     -   0.99997131  x   0.99998626  =   0.99995757
 LC1794!SPC IL W     -   0.99997131  x   1.00013657  =   1.00010787
 LC1794!UTM  16      -   0.99997131  x   0.99985472  =   0.99982603
 LC1794
 LC1794|---------------------------------------------------------------------|
 LC1794| PID    Reference Object                     Distance      Geod. Az  |
 LC1794|                                                           dddmmss.s |
 LC1794| CI6899 DELAND RM 3                                        08427     |
 LC1794| LC1796 DELAND 1934 AZ MK 1976              447.560 METERS 0911629.8 |
 LC1794| LC1793 DELAND                              119.104 METERS 09128     |
 LC1794| LC1795 DELAND 1934 AZ A PT 1976            441.196 METERS 0915633.3 |
 LC1794| CI6897 DELAND RM 2                                        10328     |
 LC1794|---------------------------------------------------------------------|
 LC1794
 LC1794                          SUPERSEDED SURVEY CONTROL
 LC1794
 LC1794  NAD 83(1986)-  40 07 39.18975(N)    088 41 17.74767(W) AD(       ) 1
 LC1794  NAD 27      -  40 07 39.06734(N)    088 41 17.48984(W) AD(       ) 1
 LC1794  NGVD 29 (07/19/86)  214.9    (m)          705.     (f) VERT ANG       
 LC1794
 LC1794.Superseded values are not recommended for survey control.
 LC1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1794.See file dsdata.txt to determine how the superseded data were derived.
 LC1794
 LC1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5615543280(NAD 83)
 LC1794_MARKER: DR = REFERENCE MARK DISK
 LC1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1794+STABILITY: SURFACE MOTION
 LC1794
 LC1794  HISTORY     - Date     Condition        Report By
 LC1794  HISTORY     - 1976     MONUMENTED       NGS
 LC1794
 LC1794                          STATION DESCRIPTION
 LC1794
 LC1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC1794'THE STATION IS LOCATED ABOUT 3 MILES WEST OF DELAND, 4 MILES
 LC1794'NORTHEAST OF WELDON AND JUT WEST OF THE FRONT LAWN OF DELAND-WELDON
 LC1794'HIGH SCHOOL ON NORTH SIDE OF STATE HIGHWAY 10.
 LC1794'
 LC1794'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 LC1794'48 WHICH IS JUST NORTH OF WELDON, GO EAST ON STATE HIGHWAY 10
 LC1794'FOR 3.0 MILES TO THE DELAND-WELDON HIGH SCHOOL ON THE LEFT AND
 LC1794'STATION JUST BEFORE REACHING DRIVEWAY INTO SCHOOL.  TO REACH THE
 LC1794'AZIMUTH MARK CONTINUE EAST ON STATE HIGHWAY 10 FOR 0.35 MILE TO
 LC1794'MARK ON THE LEFT.
 LC1794'
 LC1794'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 LC1794'DELAND NO 4 1934 1976.  THE SURFACE DISK IS SET IN THE TOP OF
 LC1794'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LC1794'GROUND SURFACE AND 74 FEET WEST OF APPROXIMATE CENTER OF PAVED
 LC1794'ROAD, 68.7 FEET SOUTHWEST OF A POWERLINE POLE, 59.5 FEET NORTH
 LC1794'OF CENTERLINE OF STATE HIGHWAY 10 AND 30 FEET NORTH-NORTHWEST OF
 LC1794'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 LC1794'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 LC1794'
 LC1794'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DELAND NO 2 1939
 LC1794'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 LC1794'FLUSH WITH THE GROUND SURFACE.  IT IS 37.8 FEET SOUTH OF CENTERLINE
 LC1794'OF STATE HIGHWAY 10 AND 1 FOOT EAST OF A METAL WITNESS POST.
 LC1794'
 LC1794'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DELAND NO 3 1934
 LC1794'1971 CEMENTED IN A DRILL HOLE IN SOUTHWEST CORNER OF CONCRETE
 LC1794'BASE OF FLAGPOLE.  IT IS 1 FOOT SOUTHWEST OF FLAGPOLE.
 LC1794'
 LC1794'AZIMUTH MARK IS A STANDARD DISK STAMPED DELAND 1934 AZIMUTH SET
 LC1794'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 6
 LC1794'INCHES BELOW THE GROUND SURFACE.  IT IS 42.3 FEET NORTH OF
 LC1794'CENTERLINE OF STATE HIGHWAY 10, 29.6 FEET EAST OF SOUTH END OF
 LC1794'FENCELINE AND 1 FOOT WEST OF METAL WITNESS POST.
 LC1794'
 LC1794'DELAND 1934 IS A STANDARD DISK STAMPED DELAND 1934 1971 SET IN
 LC1794'THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 LC1794'WITH THE LAWN SURFACE IN FRONT OF SCHOOL.  IT IS 102 FEET
 LC1794'NORTH-NORTHWEST OF METAL WITNESS POST, 75.5 FEET SOUTHWEST OF
 LC1794'FLAGPOLE, 55.1 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 10 AND
 LC1794'35.7 FEET NORTHWEST OF BURIED CABLE BOX.  IT IS ASSUMED THAT
 LC1794'THERE IS AN UNDERGROUND DISK STAMPED DELAND 1934 SET
 LC1794'APPROXIMATELY 40 INCHES BELOW THE GROUND SURFACE.
 LC1794'
 LC1794'HEIGHT OF LIGHT ABOVE STATION MARK 34.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1783 ***********************************************************************
 LC1783  DESIGNATION -  DELAND MUN TANK
 LC1783  PID         -  LC1783
 LC1783  STATE/COUNTY-  IL/PIATT
 LC1783  USGS QUAD   -  WELDON EAST (1979)
 LC1783
 LC1783                         *CURRENT SURVEY CONTROL
 LC1783  ___________________________________________________________________
 LC1783* NAD 83(1997)-  40 07 18.83178(N)    088 38 40.52346(W)     ADJUSTED  
 LC1783* NAVD 88     -                                                        
 LC1783  ___________________________________________________________________
 LC1783  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 LC1783  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC1783
 LC1783  HORZ ORDER  -  THIRD
 LC1783
 LC1783.The horizontal coordinates were established by classical geodetic methods
 LC1783.and adjusted by the National Geodetic Survey in October 1999..
 LC1783
 LC1783
 LC1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1783
 LC1783.The geoid height was determined by GEOID03.
 LC1783
 LC1783;                    North         East     Units Scale Factor Converg.
 LC1783;SPC IL E     -   383,581.426   273,468.569   MT  0.99998366   -0 12 02.1
 LC1783;SPC IL E     - 1,258,466.73    897,204.80   sFT  0.99998366   -0 12 02.1
 LC1783;UTM  16      - 4,442,583.049   359,864.943   MT  0.99984175   -1 03 35.9
 LC1783
 LC1783                          SUPERSEDED SURVEY CONTROL
 LC1783
 LC1783  NAD 83(1986)-  40 07 18.84695(N)    088 38 40.57600(W) AD(       ) 4
 LC1783  NAD 27      -  40 07 18.78312(N)    088 38 40.77979(W) AD(       ) 3
 LC1783
 LC1783.Superseded values are not recommended for survey control.
 LC1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1783.See file dsdata.txt to determine how the superseded data were derived.
 LC1783
 LC1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5986542583(NAD 83)
 LC1783_MARKER: 51 = TANK
 LC1783
 LC1783  HISTORY     - Date     Condition        Report By
 LC1783  HISTORY     - 1976     FIRST OBSERVED   NGS
 LC1783
 LC1783                          STATION DESCRIPTION
 LC1783
 LC1783'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1929 ***********************************************************************
 LC1929  DESIGNATION -  DELAVAN LOW STACK
 LC1929  PID         -  LC1929
 LC1929  STATE/COUNTY-  IL/TAZEWELL
 LC1929  USGS QUAD   -  DELAVAN SOUTH (1980)
 LC1929
 LC1929                         *CURRENT SURVEY CONTROL
 LC1929  ___________________________________________________________________
 LC1929* NAD 83(1997)-  40 22 01.00947(N)    089 32 54.95938(W)     ADJUSTED  
 LC1929* NAVD 88     -                                                        
 LC1929  ___________________________________________________________________
 LC1929  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 LC1929  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LC1929
 LC1929  HORZ ORDER  -  THIRD
 LC1929
 LC1929.The horizontal coordinates were established by classical geodetic methods
 LC1929.and adjusted by the National Geodetic Survey in October 1999..
 LC1929
 LC1929
 LC1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1929
 LC1929.The geoid height was determined by GEOID03.
 LC1929
 LC1929;                    North         East     Units Scale Factor Converg.
 LC1929;SPC IL W     -   410,913.909   752,492.589   MT  0.99997508   +0 24 01.1
 LC1929;SPC IL W     - 1,348,140.05  2,468,802.77   sFT  0.99997508   +0 24 01.1
 LC1929;UTM  16      - 4,471,604.247   283,609.612   MT  1.00017643   -1 39 04.7
 LC1929
 LC1929                          SUPERSEDED SURVEY CONTROL
 LC1929
 LC1929  NAD 83(1986)-  40 22 01.01894(N)    089 32 54.95416(W) AD(       ) 4
 LC1929  NAD 27      -  40 22 00.86600(N)    089 32 54.58100(W) AD(       ) 3
 LC1929
 LC1929.Superseded values are not recommended for survey control.
 LC1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1929.See file dsdata.txt to determine how the superseded data were derived.
 LC1929
 LC1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK8361071604(NAD 83)
 LC1929_MARKER: 63 = STACK
 LC1929
 LC1929  HISTORY     - Date     Condition        Report By
 LC1929  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1929
 LC1929                          STATION DESCRIPTION
 LC1929
 LC1929'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1930 ***********************************************************************
 LC1930  DESIGNATION -  DELAVAN MUNICIPAL TANK
 LC1930  PID         -  LC1930
 LC1930  STATE/COUNTY-  IL/TAZEWELL
 LC1930  USGS QUAD   -  DELAVAN SOUTH (1980)
 LC1930
 LC1930                         *CURRENT SURVEY CONTROL
 LC1930  ___________________________________________________________________
 LC1930* NAD 83(1997)-  40 22 22.35326(N)    089 32 46.25591(W)     ADJUSTED  
 LC1930* NAVD 88     -                                                        
 LC1930  ___________________________________________________________________
 LC1930  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LC1930  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LC1930
 LC1930  HORZ ORDER  -  THIRD
 LC1930
 LC1930.The horizontal coordinates were established by classical geodetic methods
 LC1930.and adjusted by the National Geodetic Survey in October 1999..
 LC1930
 LC1930
 LC1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1930
 LC1930.The geoid height was determined by GEOID03.
 LC1930
 LC1930;                    North         East     Units Scale Factor Converg.
 LC1930;SPC IL W     -   411,573.662   752,693.302   MT  0.99997534   +0 24 07.0
 LC1930;SPC IL W     - 1,350,304.59  2,469,461.27   sFT  0.99997534   +0 24 07.0
 LC1930;UTM  16      - 4,472,256.522   283,833.862   MT  1.00017523   -1 38 59.8
 LC1930
 LC1930                          SUPERSEDED SURVEY CONTROL
 LC1930
 LC1930  NAD 83(1986)-  40 22 22.36272(N)    089 32 46.25070(W) AD(       ) 4
 LC1930  NAD 27      -  40 22 22.21000(N)    089 32 45.87800(W) AD(       ) 3
 LC1930
 LC1930.Superseded values are not recommended for survey control.
 LC1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1930.See file dsdata.txt to determine how the superseded data were derived.
 LC1930
 LC1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK8383472257(NAD 83)
 LC1930_MARKER: 51 = TANK
 LC1930
 LC1930  HISTORY     - Date     Condition        Report By
 LC1930  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1930
 LC1930                          STATION DESCRIPTION
 LC1930
 LC1930'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2331 ***********************************************************************
 LB2331  DESIGNATION -  DELL
 LB2331  PID         -  LB2331
 LB2331  STATE/COUNTY-  IL/IROQUOIS
 LB2331  USGS QUAD   -  ONARGA EAST (1986)
 LB2331
 LB2331                         *CURRENT SURVEY CONTROL
 LB2331  ___________________________________________________________________
 LB2331* NAD 83(1997)-  40 37 47.50899(N)    087 56 27.00605(W)     ADJUSTED  
 LB2331* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 LB2331  ___________________________________________________________________
 LB2331  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 LB2331  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LB2331
 LB2331  HORZ ORDER  -  THIRD
 LB2331
 LB2331.The horizontal coordinates were established by classical geodetic methods
 LB2331.and adjusted by the National Geodetic Survey in October 1999..
 LB2331
 LB2331.The orthometric height was scaled from a topographic map.
 LB2331
 LB2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2331
 LB2331.The geoid height was determined by GEOID03.
 LB2331
 LB2331;                    North         East     Units Scale Factor Converg.
 LB2331;SPC IL E     -   440,013.119   333,206.172   MT  0.99998857   +0 15 20.1
 LB2331;SPC IL E     - 1,443,609.71  1,093,193.92   sFT  0.99998857   +0 15 20.1
 LB2331;UTM  16      - 4,498,095.146   420,432.801   MT  0.99967793   -0 36 45.6
 LB2331
 LB2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2331!SPC IL E     -   0.99997327  x   0.99998857  =   0.99996184
 LB2331!UTM  16      -   0.99997327  x   0.99967793  =   0.99965121
 LB2331
 LB2331|---------------------------------------------------------------------|
 LB2331| PID    Reference Object                     Distance      Geod. Az  |
 LB2331|                                                           dddmmss.s |
 LB2331| CM3409 DELL RM 1                            27.798 METERS 00359     |
 LB2331| CM3410 DELL RM 2                            26.280 METERS 11606     |
 LB2331| LB2323 CISSNA PARK MUNICIPAL TANK          APPROX. 8.2 KM 1510630.8 |
 LB2331| CM3408 DELL AZ MK                                         1735721.9 |
 LB2331|---------------------------------------------------------------------|
 LB2331
 LB2331                          SUPERSEDED SURVEY CONTROL
 LB2331
 LB2331  NAD 83(1997)-  40 37 47.50928(N)    087 56 27.00734(W) AD(       ) 3
 LB2331  NAD 83(1986)-  40 37 47.51720(N)    087 56 27.01320(W) AD(       ) 3
 LB2331  NAD 27      -  40 37 47.38760(N)    087 56 26.87690(W) AD(       ) 3
 LB2331
 LB2331.Superseded values are not recommended for survey control.
 LB2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2331.See file dsdata.txt to determine how the superseded data were derived.
 LB2331
 LB2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2043398095(NAD 83)
 LB2331_MARKER: DS = TRIANGULATION STATION DISK
 LB2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2331
 LB2331  HISTORY     - Date     Condition        Report By
 LB2331  HISTORY     - 1955     MONUMENTED       CGS
 LB2331
 LB2331                          STATION DESCRIPTION
 LB2331
 LB2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2331'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CISSNA PARK AND 3 MILES
 LB2331'WEST OF IDAVILLE CORNER IN THE NORTHWEST ANGLE OF CROSSROAD AND ON
 LB2331'LAND OWNED BY EDGAR LUEBCHOW.  IT IS 138 FEET NORTHWEST OF THE
 LB2331'CENTER OF CROSSROAD, 97 FEET NORTH OF A POWER LINE POLE, 43 FEET
 LB2331'WEST OF THE CENTER OF GRAVELED ROAD AND 11 FEET WEST OF FENCE
 LB2331'LINE AND A WHITE WITNESS POST.  THE MARK IS SET 10 INCHES
 LB2331'UNDERGROUND AND THE DISK IS STAMPED DELL 1955.
 LB2331'
 LB2331'REFERENCE MARK NO. 1 IS 33 FEET WEST OF THE CENTER OF GRAVELED ROAD,
 LB2331'14 FEET NORTH OF TELEPHONE POLE AND 1 FOOT WEST OF FENCE LINE.  THE
 LB2331'MARK IS FLUSH AND THE DISK IS STAMPED DELL NO 1 1955.
 LB2331'
 LB2331'REFERENCE MARK NO. 2 IS 32 FEET EAST OF THE CENTER OF GRAVELED ROAD,
 LB2331'1 FOOT WEST OF FENCE LINE AND 1 FOOT NORTH OF TELEPHONE POLE.  THE
 LB2331'MARK IS FLUSH AND THE DISK IS STAMPED DELL NO 2 1955.
 LB2331'
 LB2331'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF GRAVELED ROAD, 4
 LB2331'FEET NORTH OF TELEPHONE POLE, 3 FEET WEST OF WEST EDGE OF CULTIVATED
 LB2331'FIELD AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 LB2331'AND THE DISK IS STAMPED DELL 1955.
 LB2331'
 LB2331'TO REACH THE STATION FROM THE RAILROAD STATION IN CISSNA PARK, GO
 LB2331'NORTH ON STATE ROUTE 49 FOR 5.0 MILES TO CROSSROAD AT IDAVILLE
 LB2331'CORNER, TURN LEFT AND GO WEST ON PAVED ROAD FOR 2.9 MILES TO
 LB2331'CROSSROAD AND STATION IN THE NORTHWEST ANGLE AS DESCRIBED.
 LB2331'
 LB2331'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED ROAD
 LB2331'FOR 0.2 MILE TO THE MARK ON THE EAST SIDE AS DESCRIBED.
 LB2331'
 LB2331'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0090 ***********************************************************************
 LC0090  DESIGNATION -  DELRAY RESET
 LC0090  PID         -  LC0090
 LC0090  STATE/COUNTY-  IL/IROQUOIS
 LC0090  USGS QUAD   -  ONARGA WEST (1986)
 LC0090
 LC0090                         *CURRENT SURVEY CONTROL
 LC0090  ___________________________________________________________________
 LC0090* NAD 83(1997)-  40 40 42.45036(N)    088 01 56.31088(W)     ADJUSTED  
 LC0090* NAVD 88     -       202.480  (meters)     664.30   (feet)  ADJUSTED  
 LC0090  ___________________________________________________________________
 LC0090  X           -     166,325.730 (meters)                     COMP
 LC0090  Y           -  -4,841,214.145 (meters)                     COMP
 LC0090  Z           -   4,135,519.723 (meters)                     COMP
 LC0090  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 LC0090  ELLIP HEIGHT-         170.09  (meters)          (02/03/05) GPS OBS
 LC0090  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LC0090  DYNAMIC HT  -         202.389 (meters)     664.00  (feet)  COMP
 LC0090  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 LC0090
 LC0090  HORZ ORDER  -  FIRST
 LC0090  VERT ORDER  -  SECOND    CLASS 0
 LC0090  ELLP ORDER  -  FOURTH    CLASS II
 LC0090
 LC0090.The horizontal coordinates were established by GPS observations
 LC0090.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC0090
 LC0090.The orthometric height was determined by differential leveling
 LC0090.and adjusted by the National Geodetic Survey in June 1991..
 LC0090
 LC0090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0090
 LC0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0090
 LC0090.The ellipsoidal height was determined by GPS observations
 LC0090.and is referenced to NAD 83.
 LC0090
 LC0090.The geoid height was determined by GEOID03.
 LC0090
 LC0090.The dynamic height is computed by dividing the NAVD 88
 LC0090.geopotential number by the normal gravity value computed on the
 LC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0090.degrees latitude (g = 980.6199 gals.).
 LC0090
 LC0090.The modeled gravity was interpolated from observed gravity values.
 LC0090
 LC0090;                    North         East     Units Scale Factor Converg.
 LC0090;SPC IL E     -   445,378.817   325,448.835   MT  0.99998297   +0 11 46.4
 LC0090;SPC IL E     - 1,461,213.67  1,067,743.39   sFT  0.99998297   +0 11 46.4
 LC0090;UTM  16      - 4,503,576.192   412,760.007   MT  0.99969368   -0 40 22.5
 LC0090
 LC0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0090!SPC IL E     -   0.99997332  x   0.99998297  =   0.99995629
 LC0090!UTM  16      -   0.99997332  x   0.99969368  =   0.99966701
 LC0090
 LC0090:                Primary Azimuth Mark                     Grid Az
 LC0090:SPC IL E     -  ONARGA MUNICIPAL TANK                    027 24 06.3
 LC0090:UTM  16      -  ONARGA MUNICIPAL TANK                    028 16 15.2
 LC0090
 LC0090|---------------------------------------------------------------------|
 LC0090| PID    Reference Object                     Distance      Geod. Az  |
 LC0090|                                                           dddmmss.s |
 LC0090| LC1698 ONARGA MUNICIPAL TANK               APPROX. 4.4 KM 0273552.7 |
 LC0090| CI6901 DELRAY AZ MK 2                                     0885428.4 |
 LC0090| CI6902 DELRAY RM 3                          18.005 METERS 18012     |
 LC0090| LC0091 DELRAY RM 1                          18.049 METERS 18012     |
 LC0090| LC1703 BUCKLEY ST JOHNS LUTH CH SPIRE      APPROX. 8.8 KM 1815806.9 |
 LC0090| CI6900 DELRAY AZ MK                                       2650218.6 |
 LC0090| CI6903 DELRAY RM 4                          13.631 METERS 26902     |
 LC0090| LC0089 DELRAY RM 2                          13.628 METERS 26905     |
 LC0090|---------------------------------------------------------------------|
 LC0090
 LC0090                          SUPERSEDED SURVEY CONTROL
 LC0090
 LC0090  NAD 83(1997)-  40 40 42.45117(N)    088 01 56.31368(W) AD(       ) 2
 LC0090  NAD 83(1997)-  40 40 42.45180(N)    088 01 56.31491(W) AD(       ) 2
 LC0090  NAD 83(1986)-  40 40 42.45944(N)    088 01 56.31599(W) AD(       ) 2
 LC0090  NAD 83(1986)-  40 40 42.46000(N)    088 01 56.32122(W) AD(       ) 2
 LC0090  NAD 27      -  40 40 42.33100(N)    088 01 56.17550(W) AD(       ) 2
 LC0090  NAVD 88 (03/04/03)  202.48   (m)          664.3    (f) LEVELING    3  
 LC0090  NGVD 29 (??/??/92)  202.55   (m)          664.5    (f) COMPUTED    2 0
 LC0090
 LC0090.Superseded values are not recommended for survey control.
 LC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0090.See file dsdata.txt to determine how the superseded data were derived.
 LC0090
 LC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1276003576(NAD 83)
 LC0090_MARKER: DS = TRIANGULATION STATION DISK
 LC0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0090_STAMPING: DELRAY 1959
 LC0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0090+STABILITY: SURFACE MOTION
 LC0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0090+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC0090
 LC0090  HISTORY     - Date     Condition        Report By
 LC0090  HISTORY     - 1959     MONUMENTED       CGS
 LC0090  HISTORY     - 1968     GOOD             CGS
 LC0090  HISTORY     - 1979     GOOD             NGS
 LC0090  HISTORY     - 1979     GOOD             NGS
 LC0090  HISTORY     - 200205   GOOD             ASCPC
 LC0090
 LC0090                          STATION DESCRIPTION
 LC0090
 LC0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0090'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH-NORTHWEST OF
 LC0090'BUCKLEY, ABOUT 2.0 MILES SOUTH-SOUTHWEST OF ONARGA AND 0.95
 LC0090'MILE WEST OF U.S. HIGHWAY 45.
 LC0090'
 LC0090'TO REACH THE STATION FROM THE POST OFFICE IN BUCKLEY, GO
 LC0090'NORTH ON U.S. HIGHWAY 45 FOR 5.35 MILES TO SIDE ROAD LEFT
 LC0090'AND ELEVATORS AT DELREY, CONTINUE NORTH ON U.S. HIGHWAY 45
 LC0090'FOR 0.4 MILE TO CROSSROADS, TURN LEFT AND GO WEST FOR 0.95
 LC0090'MILE TO THE STATION ON THE RIGHT, CONTINUE WEST FOR 0.2 MILE
 LC0090'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 LC0090'
 LC0090'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A
 LC0090'12 X 12 INCH CONCRETE POST PROJECTING ABOUT 3 INCHES AND
 LC0090'THE DISK IS STAMPED DELRAY 1959.  IT IS 29.5 FEET NORTH OF
 LC0090'THE APPROXIMATE CENTER OF ROAD, 1.9 FEET SOUTHEAST OF WITNESS
 LC0090'POST AND 1.7 FEET SOUTH OF FENCE.
 LC0090'
 LC0090'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 LC0090'IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT 6
 LC0090'INCHES AND THE DISK IS STAMPED DELRAY NO 1 1959.  IT IS
 LC0090'31 FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD AND 2 FEET
 LC0090'NORTH OF FENCE.
 LC0090'
 LC0090'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 LC0090'IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT 5 INCHES
 LC0090'AND THE DISK IS STAMPED DELRAY NO 2 1959.
 LC0090'
 LC0090'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF
 LC0090'A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT 5 INCHES AND
 LC0090'THE DISK IS STAMPED DELRAY 1959.  IT IS 85-1/2 FEET EAST OF
 LC0090'FENCE CORNER, 83 FEET EAST OF POWER LINE POLE, 31 FEET SOUTH
 LC0090'OF APPROXIMATE CENTER OF ROAD, 2 FEET NORTH OF FENCE AND
 LC0090'1.4 FEET NORTH OF WITNESS POST.
 LC0090'
 LC0090'HEIGHT OF LIGHT ABOVE STATION MARK 2.80 METERS.
 LC0090
 LC0090                          STATION RECOVERY (1968)
 LC0090
 LC0090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LC0090'ALL MARKS FOUND IN GOOD CONDITION.  THE DIRECTION TO THE REFERENCE
 LC0090'MARK AND THE WATER TANK CHECKED.  THE DISTANCE TO REFERENCE
 LC0090'MARK 2 CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 LC0090'IN ERROR.  THE AZIMUTH MARK WAS DESTROYED AT THE REQUEST OF
 LC0090'THE HIGHWAY DEPARTMENT TO CLEAR THE AREA FOR AN INTERSTATE
 LC0090'INTERCHANGE.  A NEW AZIMUTH MARK WAS SET.  A NEW DESCRIPTION
 LC0090'FOLLOWS.
 LC0090'
 LC0090'STATION IS 6 MILES NORTH OF BUCKLEY, 2 MILES SOUTHWEST OF
 LC0090'ONARGA AND ON ROAD RIGHT-OF-WAY.  IT IS 212 FEET EAST OF THE
 LC0090'CENTERLINE OF A DRIVEWAY NORTH, 124 FEET EAST OF A CONCRETE
 LC0090'RIGHT-OF-WAY MARKER, 63 FEET NORTH OF A POWER POLE, 30 FEET
 LC0090'NORTH OF THE CENTERLINE OF A PAVED ROAD AND 1 FOOT SOUTH OF
 LC0090'A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 LC0090'DISK IS STAMPED DELRAY 1959.
 LC0090'
 LC0090'TO REACH THE STATION FROM THE U.S. POST OFFICE IN BUCKLEY,
 LC0090'GO NORTH ON U.S. HIGHWAY 45 FOR 5.75 MILES TO A SIDE ROAD
 LC0090'LEFT IN THE SMALL SETTLEMENT OF DELRAY.  TURN LEFT ON THE
 LC0090'PAVED ROAD AND GO WEST FOR 0.75 MILE TO A CONCRETE BRIDGE
 LC0090'AND THE AZIMUTH MARK AD DESCRIBED.  CONTINUE WEST ON THE PAVED
 LC0090'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LC0090'
 LC0090'REFERENCE MARK 1 IS 137 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 LC0090'MARKER, 18 FEET EAST OF A POWER POLE AND 1 FOOT EAST OF A
 LC0090'METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 LC0090'DISK IS STAMPED DELRAY NO 1 1959.
 LC0090'
 LC0090'REFERENCE MARK 2 IS 78 FEET EAST OF A RIGHT-OF-WAY MARKER,
 LC0090'30 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST
 LC0090'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 LC0090'THE DISK IS STAMPED DELRAY NO 2 1959.
 LC0090'
 LC0090'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED DELRAY 1959
 LC0090'AZ 2 1968 SET IN A DRILL HOLE IN THE NORTHEAST CONCRETE WING
 LC0090'WALL OF THE BRIDGE.  IT IS 14 FEET NORTH OF THE CENTERLINE
 LC0090'OF THE ROAD, 5 FEET NORTH OF THE NORTHEAST EDGE OF THE BRIDGE
 LC0090'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 LC0090'
 LC0090'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LC0090'
 LC0090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 LC0090'SOUTHWEST OF ONARGA
 LC0090
 LC0090                          STATION RECOVERY (1979)
 LC0090
 LC0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0090'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF ONARGA, 1 MILE NORTHWEST
 LC0090'OF VILLAGE OF DELREY AND 0.25 MILE EAST OF INTERSTATE HIGHWAY 57 AND
 LC0090'ON ROAD RIGHT OF WAY.  IT IS 211 FEET EAST OF THE CENTERLINE OF A
 LC0090'DRIVEWAY TO THE WEST, 125 FEET EAST OF A CONCRETE RIGHT OF WAY MARKER,
 LC0090'29 FEET N OF THE CENTERLINE OF THE ROAD AND 1 FOOT W OF A METAL
 LC0090'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED DELRAY
 LC0090'1959 1979.
 LC0090'
 LC0090'REFERENCE MARK 3 IS 31 FT S OF CENTERLINE OF ROAD, 20.5 FT EAST OF A
 LC0090'CONCRETE RIGHT OF WAY MARKER AND POWERLINE POLE, 1.5 FT N OF A FENCE,
 LC0090'1.0 FT W OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 LC0090'DISK STAMPED DELRAY 1959 NO 3 1979.
 LC0090'
 LC0090'REFERENCE MARK 4 IS 167 FT E OF THE CENTERLINE OF THE DRIVEWAY, 30 FT
 LC0090'N OF THE CENTERLINE OF THE ROAD, 0.5 FT W OF A METAL WITNESS POST,
 LC0090'80 FT E OF A CONCRETE RIGHT OF WAY MARKER.  THE MARK PROJECTS 3 INCHES
 LC0090'AND THE DISK STAMPED DELRAY 1959 NO 4 1979.
 LC0090'
 LC0090'THE AZIMUTH MARK IS 15 FT N OF CENTERLINE OF ROAD, 5 FT N OF THE NE
 LC0090'END OF BRIDGE AND 1 FOOT N OF A METAL WITNESS POST.  THE DISK IS SET
 LC0090'IN A DRILL HOLE IN THE NE CONCRETE WINGWALL OF THE BRIDGE.  IT IS
 LC0090'STAMPED DELRAY 1959 AZ 2 1968.
 LC0090'
 LC0090'TO REACH THE STATION FROM THE SMALL VILLAGE OF DELRAY, WHICH IS ABOUT
 LC0090'2 MILES SOUTH OF ONARGA, AT THE JUNCTION OF U.S. HIGHWAY 45 AND A
 LC0090'PAVED ROAD AT A RAILROAD CROSSING.  GO W ON THE ROAD, CROSSING THE
 LC0090'RAILROAD TRACKS FOR 0.1 MILE TO A T-INTERSECTION.  TURN RIGHT, GO N
 LC0090'FOR 0.3 MILE TO A ROAD LEFT.  TURN LEFT GO WEST ON A CONCRETE AND
 LC0090'BLACKTOP ROAD FOR 0.5 MILE TO A METAL STRUCTURE BRIDGE AND THE AZIMUTH
 LC0090'MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.2 MILE TO THE STATION ON THE
 LC0090'RIGHT AS DESCRIBED.
 LC0090'
 LC0090'THE STATION MARK, RM 1 AND 2 WERE FOUND WITH THE DISKS SHEARED OFF OF
 LC0090'THE MONUMENTS.  THE 1968 AZIMUTH MARK WAS FOUND IN GOOD
 LC0090'CONDITION.  THE CENTER OF THE STEM OF THE STATION MARK WAS PLUMBED AND
 LC0090'A NEW DISK WAS SET IN A DRILL HOLE.  RM 3 WAS SET IN THE MARK THAT RM
 LC0090'1 WAS SET IN.  RM 4 WAS SET IN THE MARK THAT RM 2 WAS SET IN.
 LC0090
 LC0090                          STATION RECOVERY (1979)
 LC0090
 LC0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LC0090'5.8 MI N FROM BUCKLEY.
 LC0090'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0090'OFFICE AT BUCKLEY, THENCE 3.2 MILES NORTH ALONG A GRAVEL ROAD,
 LC0090'THENCE 0.2 MILE WEST ALONG A CONCRETE PAVED ROAD, NEAR A DRIVEWAY
 LC0090'NORTH TO A FARM HOUSE, 29 FEET NORTH OF THE CENTER LINE OF THE
 LC0090'ROAD, 213 FEET EAST OF THE CENTER LINE OF THE FARM DRIVEWAY,
 LC0090'1 1/2 FEET SOUTH OF A FENCE, 92 FEET EAST OF A TELEPHONE POLE,
 LC0090'1.9 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 LC0090'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0090'4 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM ONARGA, IROQUOIS
 LC0090'COUNTY, BY GOING SOUTH FOR 2.5 MILES ALONG U.S. HIGHWAY 45 FROM
 LC0090'ITS JUNCTION WITH U.S. HIGHWAY 54 IN ONARGA, THENCE 1.05 MILES
 LC0090'WEST ALONG A CONCRETE PAVED ROAD.
 LC0090
 LC0090                          STATION RECOVERY (2002)
 LC0090
 LC0090'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0090'RECOVERED AS DESCRIBED
 LC0090' 
 LC0090'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0091 ***********************************************************************
 LC0091  DESIGNATION -  DELRAY RM 1
 LC0091  PID         -  LC0091
 LC0091  STATE/COUNTY-  IL/IROQUOIS
 LC0091  USGS QUAD   -  ONARGA WEST (1986)
 LC0091
 LC0091                         *CURRENT SURVEY CONTROL
 LC0091  ___________________________________________________________________
 LC0091* NAD 83(1986)-  40 40 42.     (N)    088 01 56.     (W)     SCALED    
 LC0091* NAVD 88     -       202.186  (meters)     663.34   (feet)  ADJUSTED  
 LC0091  ___________________________________________________________________
 LC0091  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LC0091  DYNAMIC HT  -         202.095 (meters)     663.04  (feet)  COMP
 LC0091  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 LC0091
 LC0091  VERT ORDER  -  SECOND    CLASS 0
 LC0091
 LC0091.The horizontal coordinates were scaled from a topographic map and have
 LC0091.an estimated accuracy of +/- 6 seconds.
 LC0091
 LC0091.The orthometric height was determined by differential leveling
 LC0091.and adjusted by the National Geodetic Survey in June 1991..
 LC0091
 LC0091.The geoid height was determined by GEOID03.
 LC0091
 LC0091.The dynamic height is computed by dividing the NAVD 88
 LC0091.geopotential number by the normal gravity value computed on the
 LC0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0091.degrees latitude (g = 980.6199 gals.).
 LC0091
 LC0091.The modeled gravity was interpolated from observed gravity values.
 LC0091
 LC0091;                    North         East    Units  Estimated Accuracy
 LC0091;SPC IL E     -   445,370.      325,460.      MT  (+/- 180 meters Scaled)
 LC0091
 LC0091                          SUPERSEDED SURVEY CONTROL
 LC0091
 LC0091  NGVD 29 (??/??/92)  202.255  (m)          663.56   (f) ADJ UNCH    2 0
 LC0091
 LC0091.Superseded values are not recommended for survey control.
 LC0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0091.See file dsdata.txt to determine how the superseded data were derived.
 LC0091
 LC0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL127035(NAD 83)
 LC0091_MARKER: DR = REFERENCE MARK DISK
 LC0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0091_STAMPING: DELRAY NO 1 1959
 LC0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0091+STABILITY: SURFACE MOTION
 LC0091
 LC0091  HISTORY     - Date     Condition        Report By
 LC0091  HISTORY     - 1959     MONUMENTED       CGS
 LC0091
 LC0091                          STATION DESCRIPTION
 LC0091
 LC0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0091'5.8 MI N FROM BUCKLEY.
 LC0091'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0091'OFFICE AT BUCKLEY, THENCE 3.2 MILES NORTH ALONG A GRAVEL ROAD,
 LC0091'THENCE 0.2 MILES WEST ALONG A CONCRETE PAVED ROAD, NEAR A
 LC0091'DRIVEWAY NORTH TO A FARM HOUSE, 30 FEET SOUTH OF THE CENTER
 LC0091'LINE OF THE ROAD, 211 FEET EAST OF THE EXTENDED CENTER LINE OF THE
 LC0091'DRIVEWAY, 1 1/2 FEET NORTH OF A FENCE, 59.4 FEET SOUTH OF
 LC0091'TRIANGULATION STATION DELRAY, 60.7 FEET SOUTH OF A METAL WITNESS
 LC0091'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0091'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0089 ***********************************************************************
 LC0089  DESIGNATION -  DELRAY RM 2
 LC0089  PID         -  LC0089
 LC0089  STATE/COUNTY-  IL/IROQUOIS
 LC0089  USGS QUAD   -  ONARGA WEST (1986)
 LC0089
 LC0089                         *CURRENT SURVEY CONTROL
 LC0089  ___________________________________________________________________
 LC0089* NAD 83(1986)-  40 40 42.     (N)    088 01 56.     (W)     SCALED    
 LC0089* NAVD 88     -       202.435  (meters)     664.16   (feet)  ADJUSTED  
 LC0089  ___________________________________________________________________
 LC0089  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LC0089  DYNAMIC HT  -         202.344 (meters)     663.86  (feet)  COMP
 LC0089  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 LC0089
 LC0089  VERT ORDER  -  SECOND    CLASS 0
 LC0089
 LC0089.The horizontal coordinates were scaled from a topographic map and have
 LC0089.an estimated accuracy of +/- 6 seconds.
 LC0089
 LC0089.The orthometric height was determined by differential leveling
 LC0089.and adjusted by the National Geodetic Survey in June 1991..
 LC0089
 LC0089.The geoid height was determined by GEOID03.
 LC0089
 LC0089.The dynamic height is computed by dividing the NAVD 88
 LC0089.geopotential number by the normal gravity value computed on the
 LC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0089.degrees latitude (g = 980.6199 gals.).
 LC0089
 LC0089.The modeled gravity was interpolated from observed gravity values.
 LC0089
 LC0089;                    North         East    Units  Estimated Accuracy
 LC0089;SPC IL E     -   445,370.      325,460.      MT  (+/- 180 meters Scaled)
 LC0089
 LC0089                          SUPERSEDED SURVEY CONTROL
 LC0089
 LC0089  NGVD 29 (??/??/92)  202.504  (m)          664.38   (f) ADJ UNCH    2 0
 LC0089
 LC0089.Superseded values are not recommended for survey control.
 LC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0089.See file dsdata.txt to determine how the superseded data were derived.
 LC0089
 LC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL127035(NAD 83)
 LC0089_MARKER: DR = REFERENCE MARK DISK
 LC0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0089_STAMPING: DELRAY NO 2 1959
 LC0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0089+STABILITY: SURFACE MOTION
 LC0089
 LC0089  HISTORY     - Date     Condition        Report By
 LC0089  HISTORY     - 1959     MONUMENTED       CGS
 LC0089
 LC0089                          STATION DESCRIPTION
 LC0089
 LC0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0089'5.8 MI N FROM BUCKLEY.
 LC0089'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0089'OFFICE AT BUCKLEY, THENCE 3.2 MILES NORTH ALONG A GRAVEL ROAD,
 LC0089'THENCE 0.2 MILE WEST ALONG A CONCRETE PAVED ROAD, NEAR A DRIVEWAY
 LC0089'NORTH TO A FARM HOUSE, 29 FEET NORTH OF THE CENTER LINE OF THE
 LC0089'ROAD, 168 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 1 FOOT
 LC0089'SOUTH OF A FENCE, 47 FEET EAST OF A TELEPHONE POLE, 44.7 FEET
 LC0089'WEST OF TRIANGULATION STATION DELRAY, 43.4 FEET WEST OF A METAL
 LC0089'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 LC0089'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1617 ***********************************************************************
 JB1617  DESIGNATION -  DENVER
 JB1617  PID         -  JB1617
 JB1617  STATE/COUNTY-  IL/RICHLAND
 JB1617  USGS QUAD   -  WAKEFIELD (1985)
 JB1617
 JB1617                         *CURRENT SURVEY CONTROL
 JB1617  ___________________________________________________________________
 JB1617* NAD 83(1997)-  38 46 18.00511(N)    088 12 44.02570(W)     ADJUSTED  
 JB1617* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 JB1617  ___________________________________________________________________
 JB1617  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 JB1617  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JB1617
 JB1617  HORZ ORDER  -  FIRST
 JB1617
 JB1617.The horizontal coordinates were established by classical geodetic methods
 JB1617.and adjusted by the National Geodetic Survey in October 1999..
 JB1617
 JB1617.The orthometric height was scaled from a topographic map.
 JB1617
 JB1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1617
 JB1617.The geoid height was determined by GEOID03.
 JB1617
 JB1617;                    North         East     Units Scale Factor Converg.
 JB1617;SPC IL E     -   233,637.761   310,524.174   MT  0.99997636   +0 04 33.0
 JB1617;SPC IL E     -   766,526.55  1,018,778.06   sFT  0.99997636   +0 04 33.0
 JB1617;UTM  16      - 4,292,136.516   394,692.685   MT  0.99973656   -0 45 33.1
 JB1617
 JB1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1617!SPC IL E     -   0.99997936  x   0.99997636  =   0.99995572
 JB1617!UTM  16      -   0.99997936  x   0.99973656  =   0.99971593
 JB1617
 JB1617|---------------------------------------------------------------------|
 JB1617| PID    Reference Object                     Distance      Geod. Az  |
 JB1617|                                                           dddmmss.s |
 JB1617| CI4253 DENVER RM 1                          24.415 METERS 06036     |
 JB1617| JB1624 OLNEY RADIO STA KSF 530 MAST        APPROX.11.0 KM 1023713.2 |
 JB1617| JB1622 OLNEY RADIO STA KSD 416 MAST        APPROX.10.6 KM 1084946.6 |
 JB1617| JB1625 OLNEY MUNICIPAL TANK                APPROX.12.9 KM 1115841.7 |
 JB1617| JB1621 OLNEY RADIO STA KSA 792 MAST        APPROX.10.7 KM 1170632.9 |
 JB1617| CI4254 DENVER RM 3                          28.585 METERS 11911     |
 JB1617| JB1626 OLNEY RADIO STA KSJ 59 MAST         APPROX.13.0 KM 1201027.1 |
 JB1617| JB1627 OLNEY RADIO STATION WVLN MAST       APPROX.13.9 KM 1244935.7 |
 JB1617| CI4255 DENVER RM 4                          34.976 METERS 17256     |
 JB1617| JB1638 NOBLE MUNICIPAL TANK                APPROX. 8.2 KM 1871952.3 |
 JB1617|---------------------------------------------------------------------|
 JB1617
 JB1617                          SUPERSEDED SURVEY CONTROL
 JB1617
 JB1617  NAD 83(1997)-  38 46 18.00973(N)    088 12 44.02253(W) AD(       ) 1
 JB1617  NAD 83(1986)-  38 46 18.01689(N)    088 12 44.02151(W) AD(       ) 1
 JB1617  NAD 27      -  38 46 17.84471(N)    088 12 43.87298(W) AD(       ) 1
 JB1617
 JB1617.Superseded values are not recommended for survey control.
 JB1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1617.See file dsdata.txt to determine how the superseded data were derived.
 JB1617
 JB1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9469392137(NAD 83)
 JB1617_MARKER: V = STONE MONUMENT
 JB1617_SETTING: 0 = UNSPECIFIED SETTING
 JB1617
 JB1617  HISTORY     - Date     Condition        Report By
 JB1617  HISTORY     - 1883     MONUMENTED       USE
 JB1617  HISTORY     - 1937     GOOD             CGS
 JB1617  HISTORY     - 1961     GOOD             CGS
 JB1617  HISTORY     - 1966     SEE DESCRIPTION  CGS
 JB1617
 JB1617                          STATION DESCRIPTION
 JB1617
 JB1617'DESCRIBED BY US ENGINEERS 1883 (GAF)
 JB1617'THIS STATION WAS ESTABLISHED IN 1879 BY THE UNITED STATES ENGINEERS.
 JB1617'IT IS IN DENVER
 JB1617'TOWNSHIP, ABOUT 5.5 MILES NORTH OF THE TOWN OF NOBLE
 JB1617'IN THE NW 0.25 NE 0.25 SEC 21, T 4
 JB1617'N, R 9 E, ON THE EASTERN EDGE OF A
 JB1617'TIMBER LOT BELONGING TO MR KINKADE, WHOSE HOME IS A
 JB1617'LITTLE MORE THAN
 JB1617'ONE-FOURTH MILE EAST OF THE STATION.  THE STATION IS MARKED BY TWO
 JB1617'STONE POSTS, ONE
 JB1617'AT THE SURFACE OF THE GROUND AND THE OTHER 3 FEET
 JB1617'DEEP DIRECTLY BELOW THE SURFACE
 JB1617'MARK.  BOTH POSTS ARE IN AN UPRIGHT
 JB1617'POSITION.  THIS TYPE OF MARKING WAS EMPLOYED BY
 JB1617'THE UNITED STATES
 JB1617'ENGINEERS.  THREE STONE REFERENCE POSTS ARE AT THE FOLLOWING
 JB1617'DISTANCES AND
 JB1617'BEARINGS FORM THE STATION- ON THE NORTH SIDE OF THE
 JB1617'ROAD NORTH OF THE STATION,
 JB1617'344.92 METERS N 15 DEG 27 MIN E, ON THE
 JB1617'EAST SIDE OF THE ROAD EAST OF THE STATION,
 JB1617'578.78 METERS N 69 DEG 35
 JB1617'MIN MIN E, AND ON THE WEST SIDE OF THE ROAD EAST OF THE STATION,
 JB1617'568.15 METERS S 70 DEG 31 MIN E.  THE CORNER OF SECTIONS 15, 16, 21,
 JB1617'AND 22 IS 628.32
 JB1617'METERS N 58 DEG 52 MIN E FROM THE STATION.
 JB1617
 JB1617                          STATION RECOVERY (1937)
 JB1617
 JB1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JB1617'STATION RECOVERED AS DESCRIBED.  SURFACE MARK, A 6-INCH SQUARE STONE
 JB1617'POST PROJECTING 6
 JB1617'INCHES ABOVE THE SURFACE, SET OVER A SIMILAR POST
 JB1617'30 INCHES BELOW THE SURFACE, WAS
 JB1617'FOUND IN GOOD CONDITION.  ONE
 JB1617'REFERENCE POST WAS FOUND AT THE ROADSIDE, REPORTED
 JB1617'TO HAVE BEEN
 JB1617'REMOVED BY WPA WORKERS FOR NO APPARENT REASON, ANOTHER WAS LOST
 JB1617'ENTIRELY AND THE
 JB1617'THIRD FOUND IN GOOD CONDITION.  STATION IS DESCRIBED
 JB1617'AS FOLLOWS-
 JB1617'
 JB1617'ABOUT 8 MILES WEST-NORTHWEST OF OLNEY, ON LAND OCCUPIED AND OWNED BY
 JB1617'MR KINKADE, IN THE
 JB1617'NW 0.25 NE 0.25 SEC 21, T 4 N, R 9 E.  IT IS ON A
 JB1617'WOODED HILL ABOUT 0.5 MILE SOUTHWEST
 JB1617'OF THE KINKADE SCHOOL.  IT IS
 JB1617'0.3 MILE DUE WEST OF THE KINKADE HOUSE, 20 PACES WEST
 JB1617'OF THE EAST
 JB1617'EDGE OF THE TIMBER AND 53 PACES SOUTH OF THE FENCE IN THE TIMBER,
 JB1617'WHICH IS A
 JB1617'PROLONGATION OF THE FENCE ALONG THE FIELD.  THE OLD
 JB1617'TRENCHES AND CORNER POSTS OF
 JB1617'THE OLD TOWER BASE ARE STILL IN EVIDENCE
 JB1617'AT THE STATION.  TWO NEW REFERENCE MARKS WERE SET.
 JB1617'
 JB1617'TO REACH FROM OLNEY WATER TOWER, GO NORTH ON PAVED STATE HIGHWAY 130
 JB1617'FOR 0.5 MILE, TURN
 JB1617'LEFT AND GO WEST 2.0 MILES, TURN RIGHT AND GO
 JB1617'NORTH 0.5 MILE, TURN LEFT AND GO WEST
 JB1617'2.0 MILES, TURN RIGHT AND GO
 JB1617'NORTH 0.5 MILE, TURN LEFT AND GO WEST 4.0 MILES, TURN
 JB1617'RIGHT AND GO
 JB1617'NORTH 1.4 MILES TO THE KINKADE HOUSE AT THE RIGHT.  TURN LEFT THROUGH
 JB1617'A GAP IN THE FENCE
 JB1617'AND GO WEST ACROSS THE FIELDS ALONG THE SOUTH SIDE
 JB1617'OF THE FENCE LINE AND HEDGE ROW 0.3
 JB1617'MILE TO THE EDGE OF THE TIMBER AND THE STATION.
 JB1617'
 JB1617'A STANDARD REFERENCE DISK WAS SET IN A 6-INCH SQUARE STONE POST,
 JB1617'PROJECTING 6
 JB1617'INCHES ABOVE THE SURFACE IN THE EDGE OF THE TIMBER,
 JB1617'28.67 METERS (94.07 FEET), 117
 JB1617'DEG (MAG) SOUTHEAST.
 JB1617'
 JB1617'A 6-INCH STONE POST WITH LETTERS U S CUT IN THE TOP, PROJECTING 6
 JB1617'INCHES, IN THE
 JB1617'EDGE OF THE TIMBER, 24.45 METERS (80.21 FEET), 57 DEG
 JB1617'(MAG) NORTHEAST.
 JB1617'
 JB1617'A 6-INCH SQUARE STONE POST THE ONLY ORIGINAL REFERENCE, IS IN THE
 JB1617'FENCE LINE ON WEST
 JB1617'SIDE OF THE ROAD, 0.1 MILE SOUTH OF THE KINKADE
 JB1617'HOUSE, PROJECTS 6 INCHES, AND IS
 JB1617'568.15 METERS S 70 DEG 01 MIN E.
 JB1617
 JB1617                          STATION RECOVERY (1961)
 JB1617
 JB1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1617'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND IN
 JB1617'GOOD CONDITION AT
 JB1617'THIS TIME.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 JB1617'TO BE 0.11 OF A FOOT SHORTER
 JB1617'THAN THE PREVIOUS MEASUREMENT.  THE
 JB1617'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE
 JB1617'0.89 OF A FOOT SHORTER
 JB1617'THAN THE PREVIOUS MEASUREMENT.  A REFERENCE MARK 4 WAS
 JB1617'ESTABLISHED AT
 JB1617'THIS TIME SINCE THERE WAS NO AVAILABLE PLACE FOR AN AZIMUTH MARK.
 JB1617'
 JB1617'THE STATION IS ABOUT 8 MILES NORTHWEST OF OLNEY, 5 MILES NORTH OF
 JB1617'NOBLE, IN THE NE 0.25 OF SEC
 JB1617'21, T-4-N, R-9-E, AND ON THE PROPERTY OF MRS MARY BYE.
 JB1617'IT IS 26 FEET SOUTHEAST OF A 14
 JB1617'INCH WILD CHERRY TREE, 20 FEET NORTH
 JB1617'OF A 12 INCH HICKORY TREE WITH A TRIANGLE BLAZE ON
 JB1617'THE NORTH SIDE AND
 JB1617'5 FEET EAST OF A WITNESS POST.  THE MONUMENT IS A 6 X 6 INCH CONCRETE
 JB1617'POST WITH A DRILL
 JB1617'HOLE IN THE CENTER OF THE TOP.  THE MONUMENT
 JB1617'PROJECTS 4 INCHES.
 JB1617'
 JB1617'TO REACH THE STATION FORM THE NOBLE MUNICIPAL WATER TANK, GO NORTH ON
 JB1617'THE PAVED STREET FOR 0.1
 JB1617'MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO
 JB1617'NORTHEAST ON THE GRAVELED ROAD
 JB1617'FOR 0.1 MILE TO ANOTHER FORK.  TAKE
 JB1617'THE LEFT FORK AND GO NORTH ON THE GRAVELED ROAD
 JB1617'FOR 2.0 MILES TO A
 JB1617'GRAVELED CROSSROAD.  CONTINUE NORTH ON THE GRADED ROAD FOR 3.1
 JB1617'MILES TO A POINT
 JB1617'WHERE THE MAIN ROAD TURNS LEFT.  CONTINUE NORTH ON A
 JB1617'GRADED ROAD FOR 0.05 MILE TO
 JB1617'A CROSSROAD.  TURN RIGHT AND GO EAST ON
 JB1617'THE GRADED ROAD FOR 0.7 MILE TO A FIELD
 JB1617'ENTRANCE ON THE RIGHT.  TURN
 JB1617'RIGHT AND FOLLOW THE FIELD ROAD SOUTHERLY FOR 0.2 MILE TO
 JB1617'THE EDGE OF WOODS
 JB1617'AND THE STATION ABOUT 200 FEET SOUTH.
 JB1617'
 JB1617'REFERENCE MARK 1 IS 85 FEET EAST OF THE WITNESS POST AND 20 FEET
 JB1617'SOUTHEAST OF A TRIANGULAR
 JB1617'BLAZED OAK TREE.  THE MONUMENT IS A 6 X 6 INCH CONCRETE
 JB1617'POST PROJECTING 3 INCHES WITH
 JB1617'A U S CHISELED ON THE TOP AND A DRILL
 JB1617'HOLE IN THE CENTER.
 JB1617'
 JB1617'REFERENCE MARK 3 IS 98 FEET SOUTHEAST OF THE WITNESS POST AND 10 FEET
 JB1617'EAST OF A 10 INCH THORN
 JB1617'TREE.  THE MONUMENT IS A 6 X 6 INCH CONCRETE POST
 JB1617'PROJECTING 3 INCHES WITH A
 JB1617'STANDARD REFERENCE MARK DISK SET IN THE TOP
 JB1617'AND STAMPED DENVER 1883.
 JB1617'
 JB1617'REFERENCE MARK 4 IS 116 FEET SOUTHWEST OF THE WITNESS POST, 94 FEET
 JB1617'SOUTHWEST OF THE
 JB1617'TRIANGULAR BLAZED HICKORY TREE AND 4 FEET WEST OF A 12 INCH
 JB1617'HICKORY TREE.  THE
 JB1617'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JB1617'DENVER USE 1879 1883 NO 4.
 JB1617'
 JB1617'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JB1617
 JB1617                          STATION RECOVERY (1966)
 JB1617
 JB1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JB1617'ALL MARKS WERE DESTROYED AT THIS STATION WHEN THE LAND WAS CLEARED.
 JB1617'AN UNDERGROUND
 JB1617'MARK WAS ORIGINALLY SET ABOUT 3 FEET BELOW THE SURFACE
 JB1617'OF THE GROUND.  THIS MARK IS
 JB1617'PROBABLY STILL IN PLACE BUT RECOVERY
 JB1617'WOULD BE VERY DIFFICULT WITHOUT REFERENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7898 ***********************************************************************
 DF7898  CBN         -  This is a Cooperative Base Network Control Station.
 DF7898  DESIGNATION -  DES PLAINES
 DF7898  PID         -  DF7898
 DF7898  STATE/COUNTY-  IL/WILL
 DF7898  USGS QUAD   -  CHANNAHON (1993)
 DF7898
 DF7898                         *CURRENT SURVEY CONTROL
 DF7898  ___________________________________________________________________
 DF7898* NAD 83(1997)-  41 22 36.71283(N)    088 12 27.03773(W)     ADJUSTED  
 DF7898* NAVD 88     -       157.3    (meters)     516.     (feet)  GPS OBS   
 DF7898  ___________________________________________________________________
 DF7898  X           -     149,927.621 (meters)                     COMP
 DF7898  Y           -  -4,790,776.785 (meters)                     COMP
 DF7898  Z           -   4,194,002.268 (meters)                     COMP
 DF7898  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DF7898  ELLIP HEIGHT-         124.41  (meters)          (09/15/03) GPS OBS
 DF7898  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DF7898
 DF7898  HORZ ORDER  -  A
 DF7898  ELLP ORDER  -  FOURTH    CLASS I
 DF7898
 DF7898.The horizontal coordinates were established by GPS observations
 DF7898.and adjusted by the National Geodetic Survey in September 2003..
 DF7898
 DF7898.The orthometric height was determined by GPS observations and a
 DF7898.high-resolution geoid model.
 DF7898
 DF7898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7898
 DF7898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7898
 DF7898.The ellipsoidal height was determined by GPS observations
 DF7898.and is referenced to NAD 83.
 DF7898
 DF7898.The geoid height was determined by GEOID03.
 DF7898
 DF7898;                    North         East     Units Scale Factor Converg.
 DF7898;SPC IL E     -   522,902.059   310,525.340   MT  0.99997636   +0 04 59.4
 DF7898;SPC IL E     - 1,715,554.51  1,018,781.89   sFT  0.99997636   +0 04 59.4
 DF7898;UTM  16      - 4,581,297.367   399,026.203   MT  0.99972547   -0 47 53.7
 DF7898
 DF7898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7898!SPC IL E     -   0.99998049  x   0.99997636  =   0.99995685
 DF7898!UTM  16      -   0.99998049  x   0.99972547  =   0.99970596
 DF7898
 DF7898                          SUPERSEDED SURVEY CONTROL
 DF7898
 DF7898.No superseded survey control is available for this station.
 DF7898
 DF7898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9902681297(NAD 83)
 DF7898_MARKER: DD = SURVEY DISK
 DF7898_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF7898_STAMPING: DES PLAINES 2002
 DF7898_MARK LOGO: ILDW  
 DF7898_PROJECTION: FLUSH
 DF7898_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DF7898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7898+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 DF7898
 DF7898  HISTORY     - Date     Condition        Report By
 DF7898  HISTORY     - 20020530 MONUMENTED       ILDW
 DF7898
 DF7898                          STATION DESCRIPTION
 DF7898
 DF7898'DESCRIBED BY ILLINOIS DIVISION OF WATERWAYS 2002 (PS)
 DF7898'THE STATION IS LOCATED IN WILL COUNTY IN THE SOUTHWEST QUARTER OF
 DF7898'SECTION 33, TOWNSHIP
 DF7898'34
 DF7898'NORTH, RANGE 9 EAST OF THE 3RD PRINCIPAL MERIDIAN.  THE STATION IS
 DF7898'LOCATED 105 FEET  NORTH
 DF7898'OF THE
 DF7898'CENTERLINE OF BLODGETT ROAD AT A T INTERSECTION WITH NORTH RIVER ROAD,
 DF7898'8 FEET  WEST OF
 DF7898'THE
 DF7898'PROJECTED CENTERLINE OF NORTH RIVER ROAD,  1FOOT  SOUTH OF A WITNESS
 DF7898'POST.  THE STATION
 DF7898'IS 76.4
 DF7898'FEET NORTHEAST OF A POWER POLE AND 76.8 FEET NORTHWEST OF AN EAST GATE
 DF7898'POST.
 DF7898' 
 DF7898' 
 DF7898'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0549 ***********************************************************************
 NG0549  DESIGNATION -  DES PLAINES BUTLER BROS TANK
 NG0549  PID         -  NG0549
 NG0549  STATE/COUNTY-  IL/COOK
 NG0549  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0549
 NG0549                         *CURRENT SURVEY CONTROL
 NG0549  ___________________________________________________________________
 NG0549* NAD 83(1997)-  42 01 14.38595(N)    087 54 41.70862(W)     ADJUSTED  
 NG0549* NAVD 88     -                                                        
 NG0549  ___________________________________________________________________
 NG0549  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NG0549  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NG0549
 NG0549  HORZ ORDER  -  THIRD
 NG0549
 NG0549.The horizontal coordinates were established by classical geodetic methods
 NG0549.and adjusted by the National Geodetic Survey in October 1999..
 NG0549
 NG0549
 NG0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0549
 NG0549.The geoid height was determined by GEOID03.
 NG0549
 NG0549;                    North         East     Units Scale Factor Converg.
 NG0549;SPC IL E     -   594,483.694   334,929.964   MT  0.99999001   +0 16 56.4
 NG0549;SPC IL E     - 1,950,401.92  1,098,849.39   sFT  0.99999001   +0 16 56.4
 NG0549;UTM  16      - 4,652,472.304   424,528.730   MT  0.99967009   -0 36 36.9
 NG0549
 NG0549                          SUPERSEDED SURVEY CONTROL
 NG0549
 NG0549  NAD 83(1997)-  42 01 14.38603(N)    087 54 41.70924(W) AD(       ) 4
 NG0549  NAD 83(1997)-  42 01 14.38643(N)    087 54 41.72256(W) AD(       ) 4
 NG0549  NAD 83(1986)-  42 01 14.38805(N)    087 54 41.72257(W) AD(       ) 4
 NG0549  NAD 27      -  42 01 14.28332(N)    087 54 41.48493(W) AD(       ) 3
 NG0549
 NG0549.Superseded values are not recommended for survey control.
 NG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0549.See file dsdata.txt to determine how the superseded data were derived.
 NG0549
 NG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2452952472(NAD 83)
 NG0549_MARKER: 53 = ELEVATED TANK
 NG0549
 NG0549  HISTORY     - Date     Condition        Report By
 NG0549  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0549  HISTORY     - 1989     GOOD             USPSQD
 NG0549
 NG0549                          STATION DESCRIPTION
 NG0549
 NG0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0549'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 NG0549'THE BUTLER BROTHERS BEN FRANKLIN STORES LOCATED AT THE SOUTHWEST
 NG0549'CORNER OF THE STORE 0.1 MILE
 NG0549'SOUTHWEST OF THE INTERSECTION OF WOLF ROAD AND OAKTON AVENUE IN THE
 NG0549'SOUTHWEST EDGE OF DES PLAINES.  IT
 NG0549'IS A STEEL TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND
 NG0549'IS PAINTED SILVER WITH THE NAME BUTLER
 NG0549'BROS. BEN FRANKLIN STORE PAINTED ON THE NORTH AND
 NG0549'SOUTH SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT 135
 NG0549'FEET.
 NG0549
 NG0549                          STATION RECOVERY (1989)
 NG0549
 NG0549'RECOVERY NOTE BY US POWER SQUADRON 1989 (WW)
 NG0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0547 ***********************************************************************
 NG0547  DESIGNATION -  DES PLAINES MARYVILLE ACAD TK
 NG0547  PID         -  NG0547
 NG0547  STATE/COUNTY-  IL/COOK
 NG0547  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0547
 NG0547                         *CURRENT SURVEY CONTROL
 NG0547  ___________________________________________________________________
 NG0547* NAD 83(1997)-  42 04 11.94403(N)    087 53 42.13292(W)     ADJUSTED  
 NG0547* NAVD 88     -                                                        
 NG0547  ___________________________________________________________________
 NG0547  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 NG0547  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NG0547
 NG0547  HORZ ORDER  -  THIRD
 NG0547
 NG0547.The horizontal coordinates were established by classical geodetic methods
 NG0547.and adjusted by the National Geodetic Survey in October 1999..
 NG0547
 NG0547
 NG0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0547
 NG0547.The geoid height was determined by GEOID03.
 NG0547
 NG0547;                    North         East     Units Scale Factor Converg.
 NG0547;SPC IL E     -   599,968.825   336,272.505   MT  0.99999118   +0 17 37.2
 NG0547;SPC IL E     - 1,968,397.72  1,103,254.04   sFT  0.99999118   +0 17 37.2
 NG0547;UTM  16      - 4,657,934.087   425,956.134   MT  0.99966746   -0 35 59.0
 NG0547
 NG0547                          SUPERSEDED SURVEY CONTROL
 NG0547
 NG0547  NAD 83(1997)-  42 04 11.94409(N)    087 53 42.13355(W) AD(       ) 4
 NG0547  NAD 83(1997)-  42 04 11.94605(N)    087 53 42.14895(W) AD(       ) 4
 NG0547  NAD 83(1986)-  42 04 11.94716(N)    087 53 42.14844(W) AD(       ) 4
 NG0547  NAD 27      -  42 04 11.84238(N)    087 53 41.90773(W) AD(       ) 3
 NG0547
 NG0547.Superseded values are not recommended for survey control.
 NG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0547.See file dsdata.txt to determine how the superseded data were derived.
 NG0547
 NG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2595657934(NAD 83)
 NG0547_MARKER: 53 = ELEVATED TANK
 NG0547
 NG0547  HISTORY     - Date     Condition        Report By
 NG0547  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0547  HISTORY     - 1973     GOOD             NGS
 NG0547  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NG0547
 NG0547                          STATION DESCRIPTION
 NG0547
 NG0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0547'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 NG0547'MARYVILLE ACADEMY
 NG0547'LOCATED 0.3 MILE NORTHWEST OF THE INTERSECTION OF CENTRAL ROAD AND
 NG0547'DES PLAINES ROAD (U.S. HIGHWAY 45)
 NG0547'ABOUT 3/4 MILE NORTH OF DES PLAINES.  IT IS A STEEL
 NG0547'TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND
 NG0547'IS PAINTED SILVER WITH THE NAME
 NG0547'MARYVILLE PAINTED ON THE EAST AND WEST SIDES IN BLACK LETTERS.
 NG0547
 NG0547                          STATION RECOVERY (1973)
 NG0547
 NG0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BGH)
 NG0547'RECOVERED AS DESCRIBED IN GOOD CONDITION, 8-15-73
 NG0547'
 NG0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3/4 MILES NORTH OF
 NG0547'DES PLAINES, ILL.
 NG0547
 NG0547                          STATION RECOVERY (1989)
 NG0547
 NG0547'RECOVERY NOTE BY US POWER SQUADRON 1989 (WW)
 NG0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0553 ***********************************************************************
 NG0553  DESIGNATION -  DES PLAINES MUNICIPAL TANK
 NG0553  PID         -  NG0553
 NG0553  STATE/COUNTY-  IL/COOK
 NG0553  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0553
 NG0553                         *CURRENT SURVEY CONTROL
 NG0553  ___________________________________________________________________
 NG0553* NAD 83(1997)-  42 01 01.49244(N)    087 53 20.64626(W)     ADJUSTED  
 NG0553* NAVD 88     -                                                        
 NG0553  ___________________________________________________________________
 NG0553  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 NG0553  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NG0553
 NG0553  HORZ ORDER  -  THIRD
 NG0553
 NG0553.The horizontal coordinates were established by classical geodetic methods
 NG0553.and adjusted by the National Geodetic Survey in October 1999..
 NG0553
 NG0553
 NG0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0553
 NG0553.The geoid height was determined by GEOID03.
 NG0553
 NG0553;                    North         East     Units Scale Factor Converg.
 NG0553;SPC IL E     -   594,095.324   336,796.961   MT  0.99999165   +0 17 50.5
 NG0553;SPC IL E     - 1,949,127.74  1,104,974.70   sFT  0.99999165   +0 17 50.5
 NG0553;UTM  16      - 4,652,055.033   426,388.851   MT  0.99966667   -0 35 42.5
 NG0553
 NG0553                          SUPERSEDED SURVEY CONTROL
 NG0553
 NG0553  NAD 83(1997)-  42 01 01.49253(N)    087 53 20.64688(W) AD(       ) 4
 NG0553  NAD 83(1997)-  42 01 01.49321(N)    087 53 20.66044(W) AD(       ) 4
 NG0553  NAD 83(1986)-  42 01 01.49483(N)    087 53 20.66028(W) AD(       ) 4
 NG0553  NAD 27      -  42 01 01.38866(N)    087 53 20.42543(W) AD(       ) 3
 NG0553
 NG0553.Superseded values are not recommended for survey control.
 NG0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0553.See file dsdata.txt to determine how the superseded data were derived.
 NG0553
 NG0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2638952055(NAD 83)
 NG0553_MARKER: 53 = ELEVATED TANK
 NG0553
 NG0553  HISTORY     - Date     Condition        Report By
 NG0553  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0553  HISTORY     - 1989     GOOD             USPSQD
 NG0553
 NG0553                          STATION DESCRIPTION
 NG0553
 NG0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0553'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 NG0553'TANK LOCATED AT
 NG0553'THE SOUTHWEST CORNER OF THE INTERSECTION OF PROSPECT AVENUE AND
 NG0553'MANNHEIM ROAD (U.S. HIGHWAY 45) IN
 NG0553'THE SOUTH SECTION OF DES PLAINES.  IT IS A STEEL TANK SUPPORTED
 NG0553'BY A TEN-LEGGED STEEL STRUCTURE AND IS
 NG0553'PAINTED SILVER WITH THE NAME CITY OF DES PLAINES
 NG0553'PAINTED ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS.
 NG0553'THE HEIGHT IS ABOUT 125 FEET.
 NG0553
 NG0553                          STATION RECOVERY (1989)
 NG0553
 NG0553'RECOVERY NOTE BY US POWER SQUADRON 1989 (WW)
 NG0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0551 ***********************************************************************
 NG0551  DESIGNATION -  DES PLAINES UNIV OIL PRO CO TK
 NG0551  PID         -  NG0551
 NG0551  STATE/COUNTY-  IL/COOK
 NG0551  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0551
 NG0551                         *CURRENT SURVEY CONTROL
 NG0551  ___________________________________________________________________
 NG0551* NAD 83(1997)-  42 01 56.72340(N)    087 55 01.20009(W)     ADJUSTED  
 NG0551* NAVD 88     -                                                        
 NG0551  ___________________________________________________________________
 NG0551  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 NG0551  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NG0551
 NG0551  HORZ ORDER  -  THIRD
 NG0551
 NG0551.The horizontal coordinates were established by classical geodetic methods
 NG0551.and adjusted by the National Geodetic Survey in October 1999..
 NG0551
 NG0551
 NG0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0551
 NG0551.The geoid height was determined by GEOID03.
 NG0551
 NG0551;                    North         East     Units Scale Factor Converg.
 NG0551;SPC IL E     -   595,787.742   334,475.186   MT  0.99998962   +0 16 43.5
 NG0551;SPC IL E     - 1,954,680.28  1,097,357.34   sFT  0.99998962   +0 16 43.5
 NG0551;UTM  16      - 4,653,782.860   424,094.462   MT  0.99967089   -0 36 50.4
 NG0551
 NG0551                          SUPERSEDED SURVEY CONTROL
 NG0551
 NG0551  NAD 83(1997)-  42 01 56.72347(N)    087 55 01.20072(W) AD(       ) 4
 NG0551  NAD 83(1997)-  42 01 56.72359(N)    087 55 01.21393(W) AD(       ) 4
 NG0551  NAD 83(1986)-  42 01 56.72530(N)    087 55 01.21393(W) AD(       ) 4
 NG0551  NAD 27      -  42 01 56.62132(N)    087 55 00.97488(W) AD(       ) 3
 NG0551
 NG0551.Superseded values are not recommended for survey control.
 NG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0551.See file dsdata.txt to determine how the superseded data were derived.
 NG0551
 NG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2409453783(NAD 83)
 NG0551_MARKER: 53 = ELEVATED TANK
 NG0551
 NG0551  HISTORY     - Date     Condition        Report By
 NG0551  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0551  HISTORY     - 1989     GOOD             USPSQD
 NG0551
 NG0551                          STATION DESCRIPTION
 NG0551
 NG0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0551'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 NG0551'UNIVERSAL OIL
 NG0551'PRODUCTS COMPANY LOCATED 0.15 MILE NORTHEAST OF THE INTERSECTION OF
 NG0551'MT. PROSPECT ROAD AND ALGONQUIN
 NG0551'ROAD (STATE HIGHWAY 62) IN THE WEST EDGE OF DES PLAINES.
 NG0551'IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED
 NG0551'STEEL STRUCTURE AND IS PAINTED SILVER.
 NG0551'THE HEIGHT IS ABOUT 130 FEET.
 NG0551
 NG0551                          STATION RECOVERY (1989)
 NG0551
 NG0551'RECOVERY NOTE BY US POWER SQUADRON 1989 (WW)
 NG0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0937 ***********************************************************************
 JB0937  DESIGNATION -  DEVALL RM 1
 JB0937  PID         -  JB0937
 JB0937  STATE/COUNTY-  IL/FAYETTE
 JB0937  USGS QUAD   -  HAGARSTOWN (1974)
 JB0937
 JB0937                         *CURRENT SURVEY CONTROL
 JB0937  ___________________________________________________________________
 JB0937* NAD 83(1986)-  38 57 02.     (N)    089 10 11.     (W)     SCALED    
 JB0937* NAVD 88     -       167.834  (meters)     550.64   (feet)  ADJUSTED  
 JB0937  ___________________________________________________________________
 JB0937  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JB0937  DYNAMIC HT  -         167.730 (meters)     550.29  (feet)  COMP
 JB0937  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 JB0937
 JB0937  VERT ORDER  -  SECOND    CLASS 0
 JB0937
 JB0937.The horizontal coordinates were scaled from a topographic map and have
 JB0937.an estimated accuracy of +/- 6 seconds.
 JB0937
 JB0937.The orthometric height was determined by differential leveling
 JB0937.and adjusted by the National Geodetic Survey in June 1991..
 JB0937
 JB0937.The geoid height was determined by GEOID03.
 JB0937
 JB0937.The dynamic height is computed by dividing the NAVD 88
 JB0937.geopotential number by the normal gravity value computed on the
 JB0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0937.degrees latitude (g = 980.6199 gals.).
 JB0937
 JB0937.The modeled gravity was interpolated from observed gravity values.
 JB0937
 JB0937;                    North         East    Units  Estimated Accuracy
 JB0937;SPC IL E     -   253,820.      227,500.      MT  (+/- 180 meters Scaled)
 JB0937
 JB0937                          SUPERSEDED SURVEY CONTROL
 JB0937
 JB0937  NGVD 29 (??/??/92)  167.961  (m)          551.05   (f) ADJ UNCH    2 0
 JB0937
 JB0937.Superseded values are not recommended for survey control.
 JB0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0937.See file dsdata.txt to determine how the superseded data were derived.
 JB0937
 JB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ119135(NAD 83)
 JB0937_MARKER: DR = REFERENCE MARK DISK
 JB0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0937_STAMPING: DEVALL NO 1 1959
 JB0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0937+STABILITY: SURFACE MOTION
 JB0937
 JB0937  HISTORY     - Date     Condition        Report By
 JB0937  HISTORY     - 1959     MONUMENTED       CGS
 JB0937  HISTORY     - 1960     GOOD             NGS
 JB0937
 JB0937                          STATION DESCRIPTION
 JB0937
 JB0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0937'4.4 MI SW FROM VANDALIA.
 JB0937'ABOUT 3.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0937'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0937'THENCE 0.5 MILES SOUTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF
 JB0937'A DRIVE WEST TO A FARM HOUSE, AT THE INSIDE OF A CURVE WITH
 JB0937'TANGENTS EXTENDING TO THE WEST AND SOUTH, AT THE EAST END OF A
 JB0937'JOG IN THE ROAD, 39 FEET WEST OF THE CENTER LINE OF THE ROAD, 118
 JB0937'FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1 1/2 FEET EAST OF
 JB0937'A FENCE, 34 FEET SOUTH OF A FENCE CORNER, 16.6 FEET SOUTH OF
 JB0937'TRIANGULATION STATION DEVALL, 18.6 FEET SOUTH OF A METAL WITNESS
 JB0937'POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 JB0937'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8879 ***********************************************************************
 DE8879  DESIGNATION -  DEW 01A
 DE8879  PID         -  DE8879
 DE8879  STATE/COUNTY-  IL/DE WITT
 DE8879  USGS QUAD   -  KENNEY (1980)
 DE8879
 DE8879                         *CURRENT SURVEY CONTROL
 DE8879  ___________________________________________________________________
 DE8879* NAD 83(1997)-  40 04 44.76933(N)    089 07 25.99346(W)     ADJUSTED  
 DE8879* NAVD 88     -       192.0    (meters)     630.     (feet)  GPS OBS   
 DE8879  ___________________________________________________________________
 DE8879  X           -      74,727.217 (meters)                     COMP
 DE8879  Y           -  -4,886,608.027 (meters)                     COMP
 DE8879  Z           -   4,084,812.755 (meters)                     COMP
 DE8879  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 DE8879  ELLIP HEIGHT-         159.62  (meters)          (12/06/04) GPS OBS
 DE8879  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DE8879
 DE8879  HORZ ORDER  -  FIRST
 DE8879  ELLP ORDER  -  FOURTH    CLASS I
 DE8879
 DE8879.The horizontal coordinates were established by GPS observations
 DE8879.and adjusted by the National Geodetic Survey in December 2002..
 DE8879
 DE8879.The orthometric height was determined by GPS observations and a
 DE8879.high-resolution geoid model.
 DE8879
 DE8879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8879
 DE8879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8879
 DE8879.The ellipsoidal height was determined by GPS observations
 DE8879.and is referenced to NAD 83.
 DE8879
 DE8879.The geoid height was determined by GEOID03.
 DE8879
 DE8879;                    North         East     Units Scale Factor Converg.
 DE8879;SPC IL E     -   379,082.798   232,570.845   MT  1.00003095   -0 30 32.4
 DE8879;SPC IL E     - 1,243,707.48    763,026.18   sFT  1.00003095   -0 30 32.4
 DE8879;UTM  16      - 4,438,698.458   318,907.829   MT  1.00000373   -1 22 04.2
 DE8879
 DE8879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8879!SPC IL E     -   0.99997496  x   1.00003095  =   1.00000591
 DE8879!UTM  16      -   0.99997496  x   1.00000373  =   0.99997869
 DE8879
 DE8879                          SUPERSEDED SURVEY CONTROL
 DE8879
 DE8879  ELLIP H (12/18/02)  159.60   (m)                       GP(       ) 4 2
 DE8879
 DE8879.Superseded values are not recommended for survey control.
 DE8879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8879.See file dsdata.txt to determine how the superseded data were derived.
 DE8879
 DE8879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1890838698(NAD 83)
 DE8879_MARKER: I = METAL ROD
 DE8879_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8879_STAMPING: DEW-01A
 DE8879_MARK LOGO: ILDT  
 DE8879_PROJECTION: FLUSH
 DE8879_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8879+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DE8879_ROD/PIPE-DEPTH:  3.7 meters
 DE8879_SLEEVE-DEPTH  :  1.1 meters
 DE8879
 DE8879  HISTORY     - Date     Condition        Report By
 DE8879  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8879  HISTORY     - 20031103 GOOD             ILDT
 DE8879
 DE8879                          STATION DESCRIPTION
 DE8879
 DE8879'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8879'THE STATION IS LOCATED ABOUT 2.4 MI ( 3.9 KM )  SOUTHWEST  OF KENNEY .
 DE8879'TO REACH FROM THE  JUNCTION  AT STATE ROUTE 54   AND 300 E COUNTY
 DE8879'ROAD  OF  KENNEY,   GO SOUTH WEST  ON  STATE  ROUTE 54   ABOUT 2.3 MI
 DE8879'(
 DE8879'3.7 KM ) TO THE CROSS ROAD 100 E COUNTY ROAD .  THE STATION IS  ON
 DE8879'THE LEFT  ON THE SOUTHEAST CORNER AT THE CROSS ROAD.  IT IS  76.0
 DE8879'FT NORTH  OF THE CENTER  OF THE STATE  ROUTE  54 ,  21.5  FT EAST OF
 DE8879'THE CENTER OF THE 100 E  COUNTY ROAD, 24.2 SOUTHWEST OF THE UTILITY
 DE8879'POLE.  NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH
 DE8879'ACCESS COVER.
 DE8879
 DE8879                          STATION RECOVERY (2003)
 DE8879
 DE8879'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DL)
 DE8879'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8892 ***********************************************************************
 DE8892  DESIGNATION -  DEW 01B
 DE8892  PID         -  DE8892
 DE8892  STATE/COUNTY-  IL/DE WITT
 DE8892  USGS QUAD   -  KENNEY (1980)
 DE8892
 DE8892                         *CURRENT SURVEY CONTROL
 DE8892  ___________________________________________________________________
 DE8892* NAD 83(1997)-  40 04 28.40328(N)    089 07 26.63543(W)     ADJUSTED  
 DE8892* NAVD 88     -       190.5    (meters)     625.     (feet)  GPS OBS   
 DE8892  ___________________________________________________________________
 DE8892  X           -      74,716.961 (meters)                     COMP
 DE8892  Y           -  -4,886,932.169 (meters)                     COMP
 DE8892  Z           -   4,084,425.612 (meters)                     COMP
 DE8892  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 DE8892  ELLIP HEIGHT-         158.25  (meters)          (12/06/04) GPS OBS
 DE8892  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DE8892
 DE8892  HORZ ORDER  -  FIRST
 DE8892  ELLP ORDER  -  FOURTH    CLASS I
 DE8892
 DE8892.The horizontal coordinates were established by GPS observations
 DE8892.and adjusted by the National Geodetic Survey in December 2002..
 DE8892
 DE8892.The orthometric height was determined by GPS observations and a
 DE8892.high-resolution geoid model.
 DE8892
 DE8892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8892
 DE8892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8892
 DE8892.The ellipsoidal height was determined by GPS observations
 DE8892.and is referenced to NAD 83.
 DE8892
 DE8892.The geoid height was determined by GEOID03.
 DE8892
 DE8892;                    North         East     Units Scale Factor Converg.
 DE8892;SPC IL E     -   378,578.154   232,551.149   MT  1.00003098   -0 30 32.7
 DE8892;SPC IL E     - 1,242,051.83    762,961.56   sFT  1.00003098   -0 30 32.7
 DE8892;UTM  16      - 4,438,194.179   318,880.573   MT  1.00000385   -1 22 04.1
 DE8892
 DE8892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8892!SPC IL E     -   0.99997517  x   1.00003098  =   1.00000615
 DE8892!UTM  16      -   0.99997517  x   1.00000385  =   0.99997902
 DE8892
 DE8892                          SUPERSEDED SURVEY CONTROL
 DE8892
 DE8892  ELLIP H (12/18/02)  158.23   (m)                       GP(       ) 4 2
 DE8892
 DE8892.Superseded values are not recommended for survey control.
 DE8892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8892.See file dsdata.txt to determine how the superseded data were derived.
 DE8892
 DE8892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1888138194(NAD 83)
 DE8892_MARKER: I = METAL ROD
 DE8892_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8892_STAMPING: DEW-01B
 DE8892_MARK LOGO: ILDT  
 DE8892_PROJECTION: FLUSH
 DE8892_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8892+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8892_ROD/PIPE-DEPTH:  3.7 meters
 DE8892_SLEEVE-DEPTH  :  1.1 meters
 DE8892
 DE8892  HISTORY     - Date     Condition        Report By
 DE8892  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8892
 DE8892                          STATION DESCRIPTION
 DE8892
 DE8892'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8892'THE STATION IS LOCATED ABOUT 2.7  MI ( 4.4 KM )  SOUTHWEST  OF KENNEY
 DE8892'.
 DE8892'TO REACH FROM THE  JUNCTION  AT STATE ROUTE 54   AND 300 E COUNTY
 DE8892'ROAD  OF  KENNEY,   GO SOUTHWEST  ON  STATE  ROUTE 54   ABOUT 2.3 MI (
 DE8892'3.7 KM ) TO THE CROSSROAD 100 E COUNTY ROAD, TURN LEFT, GO SOUTH
 DE8892'ON 100 E COUNTY ROAD ABOUT 0.3 MI ( 0.5 KM ),  THE STATION IS  ON THE
 DE8892'RIGHT.  IT IS  21.0 FT WEST  OF THE CENTER  OF THE 100 E COUNTY ROAD ,
 DE8892'2.0   FT EAST OF  THE  EDGE OF FIELD .  NOTE-- ACCESS TO THE
 DE8892'STATION  POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8892' 
 DE8892' 
 DE8892' 
 DE8892'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8887 ***********************************************************************
 DE8887  DESIGNATION -  DEW 02A
 DE8887  PID         -  DE8887
 DE8887  STATE/COUNTY-  IL/DE WITT
 DE8887  USGS QUAD   -  FARMER CITY SOUTH (1979)
 DE8887
 DE8887                         *CURRENT SURVEY CONTROL
 DE8887  ___________________________________________________________________
 DE8887* NAD 83(1997)-  40 12 04.02420(N)    088 44 41.45877(W)     ADJUSTED  
 DE8887* NAVD 88     -       225.8    (meters)     741.     (feet)  GPS OBS   
 DE8887  ___________________________________________________________________
 DE8887  X           -     106,861.714 (meters)                     COMP
 DE8887  Y           -  -4,877,300.796 (meters)                     COMP
 DE8887  Z           -   4,095,192.365 (meters)                     COMP
 DE8887  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DE8887  ELLIP HEIGHT-         193.89  (meters)          (12/06/04) GPS OBS
 DE8887  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DE8887
 DE8887  HORZ ORDER  -  FIRST
 DE8887  ELLP ORDER  -  FOURTH    CLASS I
 DE8887
 DE8887.The horizontal coordinates were established by GPS observations
 DE8887.and adjusted by the National Geodetic Survey in December 2002..
 DE8887
 DE8887.The orthometric height was determined by GPS observations and a
 DE8887.high-resolution geoid model.
 DE8887
 DE8887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8887
 DE8887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8887
 DE8887.The ellipsoidal height was determined by GPS observations
 DE8887.and is referenced to NAD 83.
 DE8887
 DE8887.The geoid height was determined by GEOID03.
 DE8887
 DE8887;                    North         East     Units Scale Factor Converg.
 DE8887;SPC IL E     -   392,412.404   264,963.172   MT  0.99999011   -0 15 56.3
 DE8887;SPC IL E     - 1,287,439.70    869,300.01   sFT  0.99999011   -0 15 56.3
 DE8887;UTM  16      - 4,451,539.542   351,494.158   MT  0.99987149   -1 07 35.2
 DE8887
 DE8887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8887!SPC IL E     -   0.99996958  x   0.99999011  =   0.99995969
 DE8887!UTM  16      -   0.99996958  x   0.99987149  =   0.99984108
 DE8887
 DE8887                          SUPERSEDED SURVEY CONTROL
 DE8887
 DE8887  ELLIP H (12/18/02)  193.83   (m)                       GP(       ) 4 2
 DE8887
 DE8887.Superseded values are not recommended for survey control.
 DE8887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8887.See file dsdata.txt to determine how the superseded data were derived.
 DE8887
 DE8887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5149451540(NAD 83)
 DE8887_MARKER: I = METAL ROD
 DE8887_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8887_STAMPING: DEW-02A
 DE8887_MARK LOGO: ILDT  
 DE8887_PROJECTION: FLUSH
 DE8887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8887+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8887_ROD/PIPE-DEPTH:  3.7 meters
 DE8887_SLEEVE-DEPTH  :  1.1 meters
 DE8887
 DE8887  HISTORY     - Date     Condition        Report By
 DE8887  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8887
 DE8887                          STATION DESCRIPTION
 DE8887
 DE8887'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8887'THE STATION IS LOCATED ABOUT 2.3 MI ( 3.7 KM )  NORTHEAST OF DE WITT,
 DE8887'6.5 MI (10.6 KM) SOUTHWEST OF FARMER CITY.  TO REACH FROM THE
 DE8887'JUNCTION  AT STATE ROUTE  ROUTE 54  AND STATE ROUTE 48 AT
 DE8887'FULLERTON ,  GO SOUTH ON  STATE  ROUTE 48   ABOUT 0.5  MI (0.8 KM)
 DE8887'TO THE STATION ON THE RIGHT. IT IS  28.8 FT WEST  OF THE CENTER  OF
 DE8887'THE STATE  ROUTE  48 ,  11.2  FT EAST OF METAL FENCE , 45.5 FT SOUTH
 DE8887'OF
 DE8887'THE ENTRANCE  DRIVEWAY MONFORT FORDS HORSE FARM .  NOTE-- ACCESS
 DE8887'TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8887' 
 DE8887' 
 DE8887' 
 DE8887' 
 DE8887' 
 DE8887'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8895 ***********************************************************************
 DE8895  DESIGNATION -  DEW 02B
 DE8895  PID         -  DE8895
 DE8895  STATE/COUNTY-  IL/DE WITT
 DE8895  USGS QUAD   -  FARMER CITY SOUTH (1979)
 DE8895
 DE8895                         *CURRENT SURVEY CONTROL
 DE8895  ___________________________________________________________________
 DE8895* NAD 83(1997)-  40 11 47.47403(N)    088 44 41.08659(W)     ADJUSTED  
 DE8895* NAVD 88     -       218.3    (meters)     716.     (feet)  GPS OBS   
 DE8895  ___________________________________________________________________
 DE8895  X           -     106,877.608 (meters)                     COMP
 DE8895  Y           -  -4,877,624.334 (meters)                     COMP
 DE8895  Z           -   4,094,797.647 (meters)                     COMP
 DE8895  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DE8895  ELLIP HEIGHT-         186.45  (meters)          (12/06/04) GPS OBS
 DE8895  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 DE8895
 DE8895  HORZ ORDER  -  FIRST
 DE8895  ELLP ORDER  -  FOURTH    CLASS I
 DE8895
 DE8895.The horizontal coordinates were established by GPS observations
 DE8895.and adjusted by the National Geodetic Survey in December 2002..
 DE8895
 DE8895.The orthometric height was determined by GPS observations and a
 DE8895.high-resolution geoid model.
 DE8895
 DE8895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8895
 DE8895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8895
 DE8895.The ellipsoidal height was determined by GPS observations
 DE8895.and is referenced to NAD 83.
 DE8895
 DE8895.The geoid height was determined by GEOID03.
 DE8895
 DE8895;                    North         East     Units Scale Factor Converg.
 DE8895;SPC IL E     -   391,901.900   264,969.608   MT  0.99999010   -0 15 55.9
 DE8895;SPC IL E     - 1,285,764.82    869,321.12   sFT  0.99999010   -0 15 55.9
 DE8895;UTM  16      - 4,451,029.059   351,492.924   MT  0.99987149   -1 07 34.6
 DE8895
 DE8895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8895!SPC IL E     -   0.99997075  x   0.99999010  =   0.99996085
 DE8895!UTM  16      -   0.99997075  x   0.99987149  =   0.99984225
 DE8895
 DE8895                          SUPERSEDED SURVEY CONTROL
 DE8895
 DE8895  ELLIP H (12/18/02)  186.40   (m)                       GP(       ) 4 2
 DE8895
 DE8895.Superseded values are not recommended for survey control.
 DE8895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8895.See file dsdata.txt to determine how the superseded data were derived.
 DE8895
 DE8895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5149351029(NAD 83)
 DE8895_MARKER: I = METAL ROD
 DE8895_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8895_STAMPING: DEW-02B
 DE8895_MARK LOGO: ILDT  
 DE8895_PROJECTION: FLUSH
 DE8895_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8895+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8895_ROD/PIPE-DEPTH:  3.7 meters
 DE8895_SLEEVE-DEPTH  :  1.1 meters
 DE8895
 DE8895  HISTORY     - Date     Condition        Report By
 DE8895  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8895
 DE8895                          STATION DESCRIPTION
 DE8895
 DE8895'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8895'THE STATION IS LOCATED ABOUT 2.1 MI ( 3.7 KM )  NORTHEAST  OF DEWITT,
 DE8895'6.5 MI (10.6 KM) SOUTHWEST OF FARMER CITY .TO REACH FROM THE
 DE8895'JUNCTION  AT STATE ROUTE  ROUTE 54   AND  STATE ROUTE 48 AT
 DE8895'FULLERTON,  GO SOUTH ON  STATE  ROUTE 48   ABOUT 0.8  MI ( 1.3 KM ). .
 DE8895'TO THE STATION ON THE LEFT, IN THE FRONT YARD MCCORD CEMETERY. .
 DE8895'IT IS  32.0  FT EAST  OF THE CENTER  OF THE STATE  ROUTE  48 ,  20.0
 DE8895'FT
 DE8895'SOUTH  OF  CENTER OF THE ENTRANCE DRIVEWAY  TO MCCORD
 DE8895'CEMETERY, 22.7  FT SOUTHWEST  OF THE SOUTHWEST CORNER  FROM THE
 DE8895'CONCRETE POLE.   NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A
 DE8895'6 - INCH  ACCESS COVER.
 DE8895' 
 DE8895' 
 DE8895'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8890 ***********************************************************************
 DE8890  DESIGNATION -  DEW 03A
 DE8890  PID         -  DE8890
 DE8890  STATE/COUNTY-  IL/DE WITT
 DE8890  USGS QUAD   -  DE WITT (1979)
 DE8890
 DE8890                         *CURRENT SURVEY CONTROL
 DE8890  ___________________________________________________________________
 DE8890* NAD 83(1997)-  40 07 40.30547(N)    088 49 39.14868(W)     ADJUSTED  
 DE8890* NAVD 88     -       223.1    (meters)     732.     (feet)  GPS OBS   
 DE8890  ___________________________________________________________________
 DE8890  X           -      99,929.793 (meters)                     COMP
 DE8890  Y           -  -4,882,693.259 (meters)                     COMP
 DE8890  Z           -   4,088,974.354 (meters)                     COMP
 DE8890  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DE8890  ELLIP HEIGHT-         191.13  (meters)          (12/06/04) GPS OBS
 DE8890  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DE8890
 DE8890  HORZ ORDER  -  FIRST
 DE8890  ELLP ORDER  -  FOURTH    CLASS I
 DE8890
 DE8890.The horizontal coordinates were established by GPS observations
 DE8890.and adjusted by the National Geodetic Survey in December 2002..
 DE8890
 DE8890.The orthometric height was determined by GPS observations and a
 DE8890.high-resolution geoid model.
 DE8890
 DE8890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8890
 DE8890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8890
 DE8890.The ellipsoidal height was determined by GPS observations
 DE8890.and is referenced to NAD 83.
 DE8890
 DE8890.The geoid height was determined by GEOID03.
 DE8890
 DE8890;                    North         East     Units Scale Factor Converg.
 DE8890;SPC IL E     -   384,314.379   257,877.459   MT  0.99999683   -0 19 06.7
 DE8890;SPC IL E     - 1,260,871.43    846,052.96   sFT  0.99999683   -0 19 06.7
 DE8890;UTM  16      - 4,443,549.672   344,288.453   MT  0.99989848   -1 10 41.1
 DE8890
 DE8890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8890!SPC IL E     -   0.99997002  x   0.99999683  =   0.99996685
 DE8890!UTM  16      -   0.99997002  x   0.99989848  =   0.99986850
 DE8890
 DE8890                          SUPERSEDED SURVEY CONTROL
 DE8890
 DE8890  ELLIP H (12/18/02)  191.07   (m)                       GP(       ) 4 2
 DE8890
 DE8890.Superseded values are not recommended for survey control.
 DE8890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8890.See file dsdata.txt to determine how the superseded data were derived.
 DE8890
 DE8890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4428843550(NAD 83)
 DE8890_MARKER: I = METAL ROD
 DE8890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8890_STAMPING: DEW-03A
 DE8890_MARK LOGO: ILDT  
 DE8890_PROJECTION: FLUSH
 DE8890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8890+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8890_ROD/PIPE-DEPTH:  3.7 meters
 DE8890_SLEEVE-DEPTH  :  1.1 meters
 DE8890
 DE8890  HISTORY     - Date     Condition        Report By
 DE8890  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8890
 DE8890                          STATION DESCRIPTION
 DE8890
 DE8890'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8890'THE STATION IS LOCATED ABOUT 7.1 MI ( 11.6 KM )  EAST  OF CLINTON, 4.3
 DE8890'MI
 DE8890'7.0 KM ) WEST OF WELDON, 4.8 MI ( 7.8 KM ) SOUTHWEST OF DE WITT. TO
 DE8890'REACH FROM THE  JUNCTION  AT STATE ROUTE 48   AND  STATE ROUTE 10
 DE8890'AT WELDON, GO  WEST  ON  STATE  ROUTE 10 ( 500 N COUNTY ROAD )
 DE8890'ABOUT 3.9 MI (6.4 KM) TO THE CROSSROAD 1700 E COUNTY ROAD, CONTINUE
 DE8890'WEST ON STATE ROAD 10  (500 N COUNTY ROAD) ABOUT 0.4 MI (0.6 KM),  THE
 DE8890'STATION IS ON THE LEFT.  IT IS  38.5  FT SOUTH  OF THE CENTER  OF THE
 DE8890'STATE  ROUTE 10  (500 N COUNTY ROAD), 3.0 FT NORTH  OF THE EDGE OF
 DE8890'FIELD.  NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH
 DE8890'ACCESS COVER.
 DE8890'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8897 ***********************************************************************
 DE8897  DESIGNATION -  DEW 03B
 DE8897  PID         -  DE8897
 DE8897  STATE/COUNTY-  IL/DE WITT
 DE8897  USGS QUAD   -  DE WITT (1979)
 DE8897
 DE8897                         *CURRENT SURVEY CONTROL
 DE8897  ___________________________________________________________________
 DE8897* NAD 83(1997)-  40 07 39.99127(N)    088 50 00.31700(W)     ADJUSTED  
 DE8897* NAVD 88     -       220.5    (meters)     723.     (feet)  GPS OBS   
 DE8897  ___________________________________________________________________
 DE8897  X           -      99,428.783 (meters)                     COMP
 DE8897  Y           -  -4,882,707.723 (meters)                     COMP
 DE8897  Z           -   4,088,965.249 (meters)                     COMP
 DE8897  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 DE8897  ELLIP HEIGHT-         188.50  (meters)          (12/06/04) GPS OBS
 DE8897  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DE8897
 DE8897  HORZ ORDER  -  FIRST
 DE8897  ELLP ORDER  -  FOURTH    CLASS I
 DE8897
 DE8897.The horizontal coordinates were established by GPS observations
 DE8897.and adjusted by the National Geodetic Survey in December 2002..
 DE8897
 DE8897.The orthometric height was determined by GPS observations and a
 DE8897.high-resolution geoid model.
 DE8897
 DE8897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8897
 DE8897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8897
 DE8897.The ellipsoidal height was determined by GPS observations
 DE8897.and is referenced to NAD 83.
 DE8897
 DE8897.The geoid height was determined by GEOID03.
 DE8897
 DE8897;                    North         East     Units Scale Factor Converg.
 DE8897;SPC IL E     -   384,307.491   257,376.229   MT  0.99999736   -0 19 20.3
 DE8897;SPC IL E     - 1,260,848.83    844,408.51   sFT  0.99999736   -0 19 20.3
 DE8897;UTM  16      - 4,443,550.304   343,787.224   MT  0.99990041   -1 10 54.7
 DE8897
 DE8897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8897!SPC IL E     -   0.99997043  x   0.99999736  =   0.99996779
 DE8897!UTM  16      -   0.99997043  x   0.99990041  =   0.99987084
 DE8897
 DE8897                          SUPERSEDED SURVEY CONTROL
 DE8897
 DE8897  ELLIP H (12/18/02)  188.40   (m)                       GP(       ) 4 2
 DE8897
 DE8897.Superseded values are not recommended for survey control.
 DE8897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8897.See file dsdata.txt to determine how the superseded data were derived.
 DE8897
 DE8897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4378743550(NAD 83)
 DE8897_MARKER: I = METAL ROD
 DE8897_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8897_STAMPING: DEW-03B
 DE8897_MARK LOGO: ILDT  
 DE8897_PROJECTION: FLUSH
 DE8897_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8897+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8897_ROD/PIPE-DEPTH:  3.7 meters
 DE8897_SLEEVE-DEPTH  :  1.1 meters
 DE8897
 DE8897  HISTORY     - Date     Condition        Report By
 DE8897  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8897
 DE8897                          STATION DESCRIPTION
 DE8897
 DE8897'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8897'THE STATION IS LOCATED ABOUT  6.9 MI ( 11.3 KM )  EAST  OF CLINTON,
 DE8897'4.6 MI
 DE8897' 7.5 KM ) WEST OF WELDON, 5.0  MI ( 8.2 KM ) SOUTHWEST OF DE WITT. TO
 DE8897'REACH FROM THE  JUNCTION  AT STATE ROUTE 48   ND STATE ROUTE 10 AT
 DE8897'WELDON, GO  WEST  ON  STATE  ROUTE 10 ( 500 N COUNTY ROAD )   ABOUT
 DE8897'3.9 MI (6.4 KM) TO THE CROSSROAD 1700 E COUNTY ROAD, CONTINUE WEST
 DE8897'ON STATE ROAD 10  (500 N COUNTY ROAD) ABOUT 0.7 MI (1.1 KM), THE
 DE8897'STATION IS ON THE LEFT.  IT IS  38.5  FT SOUTH  OF THE CENTER  OF THE
 DE8897'STATE  ROUTE 10  (500 N COUNTY ROAD), 3.0 FT NORTH  OF THE EDGE OF
 DE8897'FIELD.  NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH
 DE8897'ACCESS COVER.
 DE8897' 
 DE8897' 
 DE8897'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8896 ***********************************************************************
 DE8896  DESIGNATION -  DEW 04C
 DE8896  PID         -  DE8896
 DE8896  STATE/COUNTY-  IL/DE WITT
 DE8896  USGS QUAD   -  MAROA (1979)
 DE8896
 DE8896                         *CURRENT SURVEY CONTROL
 DE8896  ___________________________________________________________________
 DE8896* NAD 83(1997)-  40 05 01.72819(N)    088 57 17.65428(W)     ADJUSTED  
 DE8896* NAVD 88     -       219.4    (meters)     720.     (feet)  GPS OBS   
 DE8896  ___________________________________________________________________
 DE8896  X           -      89,133.244 (meters)                     COMP
 DE8896  Y           -  -4,886,050.781 (meters)                     COMP
 DE8896  Z           -   4,085,230.778 (meters)                     COMP
 DE8896  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 DE8896  ELLIP HEIGHT-         187.26  (meters)          (12/06/04) GPS OBS
 DE8896  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DE8896
 DE8896  HORZ ORDER  -  FIRST
 DE8896  ELLP ORDER  -  FOURTH    CLASS I
 DE8896
 DE8896.The horizontal coordinates were established by GPS observations
 DE8896.and adjusted by the National Geodetic Survey in December 2002..
 DE8896
 DE8896.The orthometric height was determined by GPS observations and a
 DE8896.high-resolution geoid model.
 DE8896
 DE8896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8896
 DE8896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8896
 DE8896.The ellipsoidal height was determined by GPS observations
 DE8896.and is referenced to NAD 83.
 DE8896
 DE8896.The geoid height was determined by GEOID03.
 DE8896
 DE8896;                    North         East     Units Scale Factor Converg.
 DE8896;SPC IL E     -   379,491.496   246,987.783   MT  1.00000958   -0 24 00.9
 DE8896;SPC IL E     - 1,245,048.35    810,325.75   sFT  1.00000958   -0 24 00.9
 DE8896;UTM  16      - 4,438,891.010   333,328.590   MT  0.99994198   -1 15 32.6
 DE8896
 DE8896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8896!SPC IL E     -   0.99997062  x   1.00000958  =   0.99998020
 DE8896!UTM  16      -   0.99997062  x   0.99994198  =   0.99991261
 DE8896
 DE8896                          SUPERSEDED SURVEY CONTROL
 DE8896
 DE8896  ELLIP H (12/18/02)  187.23   (m)                       GP(       ) 4 2
 DE8896
 DE8896.Superseded values are not recommended for survey control.
 DE8896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8896.See file dsdata.txt to determine how the superseded data were derived.
 DE8896
 DE8896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3332938891(NAD 83)
 DE8896_MARKER: I = METAL ROD
 DE8896_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8896_STAMPING: DEW-04C
 DE8896_MARK LOGO: ILDT  
 DE8896_PROJECTION: FLUSH
 DE8896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8896+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8896_ROD/PIPE-DEPTH:  3.7 meters
 DE8896_SLEEVE-DEPTH  :  1.1 meters
 DE8896
 DE8896  HISTORY     - Date     Condition        Report By
 DE8896  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8896
 DE8896                          STATION DESCRIPTION
 DE8896
 DE8896'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8896'THE STATION IS LOCATED ABOUT 7.0 MI ( 11.4 KM )  EAST  OF KENNEY, 4.5
 DE8896'MI
 DE8896'7.3 KM ) SOUTH  OF CLINTON . TO REACH FROM THE  JUNCTION  AT U.S.
 DE8896'ROUTE 51  AND  STATE ROUTE 54 ON THE WEST SIDE OF CLINTON, GO
 DE8896'SOUTH  ON  U.S. ROUTE 51  ABOUT 4.9 MI ( 8.0 KM ) TO THE CROSSROAD
 DE8896'250
 DE8896'N COUNTY ROAD, TURN LEFT GO EAST ON 250  N COUNTY ROAD , ABOUT 0.3
 DE8896'MI ( 0.5 KM )  TO THE ABANDON RAIL ROAD BED (ICRR, NO TRACKS) TURN
 DE8896'RIGHT GO  SOUTH ON ABANDON RAILROAD BED (ICRR, NO TRACKS) ABOUT
 DE8896'0.3 MI ( 0.5 KM ) ,  THE STATION IS ON THE RIGHT. IT IS  7.0 FT EAST
 DE8896'OF THE
 DE8896'EDGE FROM THE WEST SIDE OF THE RAILROAD BED, 29.0 FT  WEST OF THE
 DE8896'EDGE FROM THE EAST SIDE OF THE RAILROAD BED. NOTE-- ACCESS TO THE
 DE8896'STATION  POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8896' 
 DE8896' 
 DE8896'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0590 ***********************************************************************
 NH0590  DESIGNATION -  DEWITT
 NH0590  PID         -  NH0590
 NH0590  STATE/COUNTY-  IL/WINNEBAGO
 NH0590  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0590
 NH0590                         *CURRENT SURVEY CONTROL
 NH0590  ___________________________________________________________________
 NH0590* NAD 83(1997)-  42 13 53.17354(N)    089 04 58.43443(W)     ADJUSTED  
 NH0590* NAVD 88     -       223.053  (meters)     731.80   (feet)  ADJUSTED  
 NH0590  ___________________________________________________________________
 NH0590  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 NH0590  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NH0590  DYNAMIC HT  -         222.982 (meters)     731.57  (feet)  COMP
 NH0590  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 NH0590
 NH0590  HORZ ORDER  -  SECOND
 NH0590  VERT ORDER  -  FIRST     CLASS II
 NH0590
 NH0590.The horizontal coordinates were established by classical geodetic methods
 NH0590.and adjusted by the National Geodetic Survey in October 1999..
 NH0590
 NH0590.The orthometric height was determined by differential leveling
 NH0590.and adjusted by the National Geodetic Survey in June 1991..
 NH0590
 NH0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0590
 NH0590.The geoid height was determined by GEOID03.
 NH0590
 NH0590.The dynamic height is computed by dividing the NAVD 88
 NH0590.geopotential number by the normal gravity value computed on the
 NH0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0590.degrees latitude (g = 980.6199 gals.).
 NH0590
 NH0590.The modeled gravity was interpolated from observed gravity values.
 NH0590
 NH0590;                    North         East     Units Scale Factor Converg.
 NH0590;SPC IL W     -   618,356.780   789,460.187   MT  1.00003961   +0 43 42.5
 NH0590;SPC IL W     - 2,028,725.54  2,590,087.30   sFT  1.00003961   +0 43 42.5
 NH0590;UTM  16      - 4,677,573.272   328,122.060   MT  0.99996350   -1 24 01.1
 NH0590
 NH0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0590!SPC IL W     -   0.99997023  x   1.00003961  =   1.00000984
 NH0590!UTM  16      -   0.99997023  x   0.99996350  =   0.99993374
 NH0590
 NH0590:                Primary Azimuth Mark                     Grid Az
 NH0590:SPC IL W     -  ROCKFORD SALEM LUTH CH SPIRE             359 47 46.5
 NH0590:UTM  16      -  ROCKFORD SALEM LUTH CH SPIRE             001 55 30.1
 NH0590
 NH0590|---------------------------------------------------------------------|
 NH0590| PID    Reference Object                     Distance      Geod. Az  |
 NH0590|                                                           dddmmss.s |
 NH0590| NH1440 ROCKFORD SALEM LUTH CH SPIRE        APPROX. 2.1 KM 0003129.0 |
 NH0590| NH1484 ROCKFORD J CLARK CO FLAGSTAFF       APPROX. 1.1 KM 0014210.4 |
 NH0590| NH1478 ROCKFORD NATL LOCK CO FLAG          APPROX. 1.8 KM 0053053.4 |
 NH0590| NH1475 ROCKFORD NATL LOCK CO STACK         APPROX. 1.7 KM 0113601.4 |
 NH0590| NH1458 ROCKFORD A LINCOLN JR HS STK        APPROX. 3.8 KM 0144732.2 |
 NH0590| NH1476 ROCKFORD DROP FORGE CO STACK        APPROX. 1.8 KM 0180059.2 |
 NH0590| NH1442 ROCKFORD BETHESDA CONVENT CH        APPROX. 4.3 KM 0242217.0 |
 NH0590| NH1455 ROCKFORD HIGHLAND SCH CHIMNEY       APPROX. 4.5 KM 0255113.9 |
 NH0590| NH1487 ROCKFORD FREE SEW MACH CO TANK      APPROX. 2.1 KM 0334045.4 |
 NH0590| NH1421 ROCKFORD J H HALLSTROM SCH STK      APPROX. 3.0 KM 0341501.6 |
 NH0590| NH1488 ROCKFORD GREENLEE BROS CO STK       APPROX. 1.8 KM 0395717.9 |
 NH0590| NH1481 ROCKFORD ILL CABINET CO STACK       APPROX. 1.2 KM 0430508.4 |
 NH0590| NH1473 ROCKFORD WEIMAN CO STACK            APPROX. 1.3 KM 0474019.0 |
 NH0590| NH1472 ROCKFORD HADDORFF PIANO CO STK      APPROX. 1.5 KM 0584838.8 |
 NH0590| CI8534 DEWITT RM                                          06256     |
 NH0590| CI8535 DEWITT RM 1                           7.270 METERS 06315     |
 NH0590| NH0592 DEWITT RM 2                          15.152 METERS 15606     |
 NH0590| NH0594 DUPAGE                              202.716 METERS 16253     |
 NH0590| NH1447 ROCKFORD J CASE TRACTOR CO STK      APPROX. 5.2 KM 3220657.0 |
 NH0590| NH0588 DOUGLAS                             APPROX. 0.6 KM 3240052.8 |
 NH0590| NH1486 ROCKFORD G D ROPER CORP TANK        APPROX. 2.0 KM 3344130.1 |
 NH0590| NH1438 ROCKFORD CEN ILL UTIL CO STK        APPROX. 5.0 KM 3383046.8 |
 NH0590| NH1426 ROCKFORD PAINT MFG CO STACK         APPROX. 2.9 KM 3392855.4 |
 NH0590| NH1418 ROCKFORD TESTORS CHEM CO CHIM       APPROX. 2.5 KM 3490737.0 |
 NH0590| NH1411 ROCKFORD WATER WORKS SHOP STK       APPROX. 4.7 KM 3513418.2 |
 NH0590| NH1432 ROCKFORD FIRST EV L CH SW CUP       APPROX. 3.8 KM 3534058.2 |
 NH0590| NH1441 ROCKFORD FIRST EV L CH NE CUP       APPROX. 3.8 KM 3535242.3 |
 NH0590| NH1457 ROCKFORD MASONIC CATH NE SPIRE      APPROX. 3.9 KM 3545328.6 |
 NH0590|---------------------------------------------------------------------|
 NH0590
 NH0590                          SUPERSEDED SURVEY CONTROL
 NH0590
 NH0590  NAD 83(1997)-  42 13 53.17402(N)    089 04 58.43581(W) AD(       ) 2
 NH0590  NAD 83(1986)-  42 13 53.17321(N)    089 04 58.43704(W) AD(       ) 2
 NH0590  NAD 27      -  42 13 53.10200(N)    089 04 58.05610(W) AD(       ) 2
 NH0590  NGVD 29 (??/??/92)  223.113  (m)          732.00   (f) ADJ UNCH    1 2
 NH0590
 NH0590.Superseded values are not recommended for survey control.
 NH0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0590.See file dsdata.txt to determine how the superseded data were derived.
 NH0590
 NH0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2812277573(NAD 83)
 NH0590_MARKER: DS = TRIANGULATION STATION DISK
 NH0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0590_STAMPING: 731.997 DEWITT 1920
 NH0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0590+STABILITY: SURFACE MOTION
 NH0590
 NH0590  HISTORY     - Date     Condition        Report By
 NH0590  HISTORY     - 1920     MONUMENTED       CGS
 NH0590  HISTORY     - 1935     GOOD             CGS
 NH0590  HISTORY     - 1954     GOOD             CGS
 NH0590  HISTORY     - 1960     GOOD             NGS
 NH0590  HISTORY     - 1972     GOOD             ILDT
 NH0590  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0590  HISTORY     - 19970321 MARK NOT FOUND   USPSQD
 NH0590
 NH0590                          STATION DESCRIPTION
 NH0590
 NH0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0590'STATION IS ABOUT 2-3/4 MILES S OF ROCKFORD, ON THE E SIDE
 NH0590'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 80
 NH0590'YARDS N OF A WAGON-ROAD CROSSING, 100 YARDS N OF A SEMAPHORE
 NH0590'SIGNAL, AND 6.82 METERS (22.38 FEET) E OF THE E AND NEAREST
 NH0590'RAIL.  THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE
 NH0590'STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0590'THE REFERENCE MARK IS ON THE SAME SIDE OF
 NH0590'THE TRACK, NEAR THE FENCE LINE, 7.27 METERS (23.85 FEET)
 NH0590'FROM THE STATION, N 62 DEG 56 MIN E.
 NH0590
 NH0590                          STATION RECOVERY (1935)
 NH0590
 NH0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0590'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 NH0590'CONDITION.  THE MARK IS A PRECISE TRAVERSE STATION.  IT WAS
 NH0590'OCCUPIED BY AN OBSERVING PARTY AND IS NOW A TRIANGULATION
 NH0590'STATION.  REFERENCE MARK NO. 2 1935 WAS SET.  THE DIRECTION
 NH0590'TO REFERENCE MARK NO. 1 1920 FAILED TO CHECK BY 19 MINUTES.
 NH0590'
 NH0590'STATION IS ABOUT 2-3/4 MILES S OF THE CENTER OF ROCKFORD,
 NH0590'ON THE NE SIDE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NH0590'TRACK, ABOUT 1830 FEET SE OF RAILROAD CROSSING ON KISHWAUKEE
 NH0590'STREET, 100 YARDS N OF SEMAPHORE SIGNAL, 80 YARDS N OF ROAD
 NH0590'CROSSING, 60 YARDS NW OF PHILLIPS 66 GASOLINE STORAGE TANKS,
 NH0590'48.35 FEET N OF THE CENTER OF MANHOLE COVER AT NE SIDE OF
 NH0590'TRACK, 22.38 FEET (6.82 METERS) NE OF NE RAIL.  THE SURFACE
 NH0590'MARK PROJECTS 2 INCHES.
 NH0590'
 NH0590'REFERENCE MARK NO. 1 1920 IS NE OF THE STATION.  2 FEET SW
 NH0590'OF FENCE LINE.  THE MARK PROJECTS 2 INCHES AND IS A STANDARD
 NH0590'BRONZE DISK SET IN CONCRETE.
 NH0590'
 NH0590'REFERENCE MARK NO. 2 1935 IS SE OF THE STATION.  19.51 FEET
 NH0590'NE OF NE RAIL.  14.7 FEET E OF CENTER OF MANHOLE.  THE MARK
 NH0590'PROJECTS 3 INCHES AND IS A STANDARD BRONZE DISK SET IN CONCRETE.
 NH0590'
 NH0590'DOUGLAS (AZIMUTH MARK), ANOTHER PRECISE TRAVERSE STATION IS
 NH0590'558.54 METERS (1832.48 FEET) NW OF THE STATION AT A POINT WHERE
 NH0590'RAILROAD CROSSES KISHWAUKEE STREET.  IN CONCRETE PAVEMENT.
 NH0590'0.51 FOOT W OF E EDGE OF CONCRETE.  11.02 FEET NE OF NE RAIL.
 NH0590'80 YARDS NE OF ROCK RIVER SCHOOL.  41.8 FEET SE OF SIGNAL
 NH0590'POST.  THE MARK IS SET FLUSH WITH CONCRETE PAVEMENT.  THE
 NH0590'REFERENCE MARK IS ON THE SAME SIDE OF TRACK NEAR THE FENCE
 NH0590'LINE.  16.51 METERS (54.17 FEET) FROM THE STATION
 NH0590'S 75 DEG 36 MIN E.  MARK IS SET FLUSH WITH THE GROUND AND IS
 NH0590'A STANDARD BRONZE DISK SET IN CONCRETE.
 NH0590'
 NH0590'TO REACH THE STATION FROM THE CORNER OF STATE AND KISHWAUKEE
 NH0590'STREETS AT FAUST HOTEL IN ROCKFORD, GO S ON KISHWAUKEE STREET
 NH0590'2.3 MILES TO RAILROAD CROSSING AND DOUGLAS.  THENCE SE ON GRAVEL
 NH0590'AT SW SIDE OF TRACKS, 1,800 FEET TO STATION ON OPPOSITE SIDE
 NH0590'OF TRACKS.  A 100-FOOT SIGNAL AT GREGORY IS VISIBLE AT THE
 NH0590'GROUND.
 NH0590'
 NH0590'FAUST AND DEWITT ARE VISIBLE GROUND TO GROUND.
 NH0590'
 NH0590'A 4-FOOT OBSERVING STAND WAS USED.
 NH0590'
 NH0590'CENTER OF SPIRE (1920 SUPPLEMENTARY POINT CALLED CATHOLIC
 NH0590'CHURCH SPIRE.)
 NH0590'
 NH0590'BALL AT CENTER OF TANK.
 NH0590
 NH0590                          STATION RECOVERY (1954)
 NH0590
 NH0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0590'STATION AND ALL MARKS EXCEPT AZIMUTH WERE RECOVERED IN GOOD
 NH0590'CONDITION AS DESCRIBED IN 1935.  (SEE STATION DOUGLAS FOR
 NH0590'AZIMUTH.)
 NH0590
 NH0590                          STATION RECOVERY (1960)
 NH0590
 NH0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0590'0.4 MI SE FROM ROCKFORD.
 NH0590'ABOUT 0.35 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 NH0590'QUINCY RAILROAD FROM THE CROSSING OF KISHWAUKEE STREET AT
 NH0590'ROCKFORD, 229 YARDS SOUTHEAST OF MILEPOST 21, IN S-2 R-1E,
 NH0590'T-43N, 142 YARDS NORTH-NORTHWEST OF THE CROSSING OF BROOKE ROAD,
 NH0590'22 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL AND ON THE OUTSIDE
 NH0590'OF A CURVE, ON TOP OF A 4-FOOT-HIGH CUT, NORTHEAST OF AND ACROSS
 NH0590'THE TRACK FROM THE T JUNCTION OF SANER AVENUE AND CARLTON AVENUE,
 NH0590'49.7 FEET NORTH-NORTHWEST OF R M 2, 23.8 FEET SOUTHWEST OF R M
 NH0590'1, 28 FEET SOUTH OF THE 4TH. TELEPHONE POLE NORTH OF BROOKE
 NH0590'ROAD CROSSING, 64.4 FEET NORTH-NORTHWEST OF THE TOP OF A CIRCULAR
 NH0590'BATTERY WELL, 71 1/2 FEET NORTH-NORTHWEST OF A SIGNAL SWITCH
 NH0590'BOX, 1.0 FOOT NORTHWEST OF A STEEL WITNESS POST, ABOUT 4 FEET
 NH0590'ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 NH0590'POST FLUSH WITH THE GROUND.  NOTE-- ROCK RIVER SCHOOL IS AT
 NH0590'THE CROSSING OF CHICAGO, BURLINGTON AND QUINCY RAILROAD AND
 NH0590'KISHWAUKEE STREET AT ROCKFORD.
 NH0590
 NH0590                          STATION RECOVERY (1972)
 NH0590
 NH0590'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RL)
 NH0590'DE WITT 1920-GOOD
 NH0590'
 NH0590'DE WITT NO. 1 1920-GOOD
 NH0590'
 NH0590'DE WITT NO. 2 1935-GOOD
 NH0590
 NH0590                          STATION RECOVERY (1987)
 NH0590
 NH0590'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0590'MARK NOT FOUND.
 NH0590
 NH0590                          STATION RECOVERY (1997)
 NH0590
 NH0590'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1797 ***********************************************************************
 LC1797  DESIGNATION -  DEWITT MIDWEST MICROWAVE
 LC1797  PID         -  LC1797
 LC1797  STATE/COUNTY-  IL/DE WITT
 LC1797  USGS QUAD   -  DE WITT (1979)
 LC1797
 LC1797                         *CURRENT SURVEY CONTROL
 LC1797  ___________________________________________________________________
 LC1797* NAD 83(1997)-  40 12 04.95238(N)    088 47 12.17887(W)     ADJUSTED  
 LC1797* NAVD 88     -                                                        
 LC1797  ___________________________________________________________________
 LC1797  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 LC1797  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LC1797
 LC1797  HORZ ORDER  -  THIRD
 LC1797
 LC1797.The horizontal coordinates were established by classical geodetic methods
 LC1797.and adjusted by the National Geodetic Survey in October 1999..
 LC1797
 LC1797
 LC1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1797
 LC1797.The geoid height was determined by GEOID03.
 LC1797
 LC1797;                    North         East     Units Scale Factor Converg.
 LC1797;SPC IL E     -   392,458.398   261,398.742   MT  0.99999334   -0 17 33.5
 LC1797;SPC IL E     - 1,287,590.59    857,605.71   sFT  0.99999334   -0 17 33.5
 LC1797;SPC IL W     -   393,259.875   817,487.399   MT  1.00011104   +0 53 27.0
 LC1797;SPC IL W     - 1,290,220.11  2,682,039.91   sFT  1.00011104   +0 53 27.0
 LC1797;UTM  16      - 4,451,639.072   347,931.227   MT  0.99988467   -1 09 12.6
 LC1797
 LC1797                          SUPERSEDED SURVEY CONTROL
 LC1797
 LC1797  NAD 83(1986)-  40 12 04.96034(N)    088 47 12.17786(W) AD(       ) 4
 LC1797  NAD 27      -  40 12 04.83872(N)    088 47 11.90594(W) AD(       ) 3
 LC1797
 LC1797.Superseded values are not recommended for survey control.
 LC1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1797.See file dsdata.txt to determine how the superseded data were derived.
 LC1797
 LC1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4793151639(NAD 83)
 LC1797_MARKER: 44 = MICROWAVE MAST
 LC1797
 LC1797  HISTORY     - Date     Condition        Report By
 LC1797  HISTORY     - 1974     FIRST OBSERVED   NGS
 LC1797
 LC1797                          STATION DESCRIPTION
 LC1797
 LC1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 LC1797'DE WITT, MIDWEST TELEVISION INC., MICROWAVE RELAY MAST KSI 76
 LC1797'IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 LC1797'ALTERNATELY RED AND WHITE, WITH 2 LARGE REFLECTOR FANS AT THE
 LC1797'TOP, AND AN OVERALL HEIGHT OF 303 FEET.
 LC1797'
 LC1797'IT IS LOCATED ABOUT 10 MILES NORTHEAST OF CLINTON AND 1 MILE
 LC1797'NORTH OF DE WITT.
 LC1797'
 LC1797'TO REACH FROM THE CROSSROAD IN DE WITT, GO NORTH, EAST AND
 LC1797'NORTH ON OILED ROAD FOR 1 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 LC1797'WEST, FOR 0.3 MILE TO THE MAST ON THE RIGHT.
 LC1797'
 LC1797'STATION IS THE LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0591 ***********************************************************************
 NH0591  DESIGNATION -  DEWITT RM 1
 NH0591  PID         -  NH0591
 NH0591  STATE/COUNTY-  IL/WINNEBAGO
 NH0591  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0591
 NH0591                         *CURRENT SURVEY CONTROL
 NH0591  ___________________________________________________________________
 NH0591* NAD 83(1986)-  42 13 53.     (N)    089 04 58.     (W)     SCALED    
 NH0591* NAVD 88     -       222.490  (meters)     729.95   (feet)  ADJUSTED  
 NH0591  ___________________________________________________________________
 NH0591  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NH0591  DYNAMIC HT  -         222.418 (meters)     729.72  (feet)  COMP
 NH0591  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 NH0591
 NH0591  VERT ORDER  -  FIRST     CLASS II
 NH0591
 NH0591.The horizontal coordinates were scaled from a topographic map and have
 NH0591.an estimated accuracy of +/- 6 seconds.
 NH0591
 NH0591.The orthometric height was determined by differential leveling
 NH0591.and adjusted by the National Geodetic Survey in June 1991..
 NH0591
 NH0591.The geoid height was determined by GEOID03.
 NH0591
 NH0591.The dynamic height is computed by dividing the NAVD 88
 NH0591.geopotential number by the normal gravity value computed on the
 NH0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0591.degrees latitude (g = 980.6199 gals.).
 NH0591
 NH0591.The modeled gravity was interpolated from observed gravity values.
 NH0591
 NH0591;                    North         East    Units  Estimated Accuracy
 NH0591;SPC IL W     -   618,350.      789,470.      MT  (+/- 180 meters Scaled)
 NH0591
 NH0591                          SUPERSEDED SURVEY CONTROL
 NH0591
 NH0591  NGVD 29 (??/??/92)  222.549  (m)          730.15   (f) ADJ UNCH    1 2
 NH0591
 NH0591.Superseded values are not recommended for survey control.
 NH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0591.See file dsdata.txt to determine how the superseded data were derived.
 NH0591
 NH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM281775(NAD 83)
 NH0591_MARKER: DR = REFERENCE MARK DISK
 NH0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0591_STAMPING: DEWITT NO 1 1920
 NH0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0591+STABILITY: SURFACE MOTION
 NH0591
 NH0591  HISTORY     - Date     Condition        Report By
 NH0591  HISTORY     - 1920     MONUMENTED       CGS
 NH0591  HISTORY     - 1960     GOOD             NGS
 NH0591  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0591  HISTORY     - 19970321 MARK NOT FOUND   USPSQD
 NH0591
 NH0591                          STATION DESCRIPTION
 NH0591
 NH0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0591'0.4 MI SE FROM ROCKFORD.
 NH0591'ABOUT 0.35 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 NH0591'QUINCY RAILROAD FROM THE CROSSING OF KISHWAUKEE STREET AT
 NH0591'ROCKFORD, 229 YARDS SOUTHEAST OF MILEPOST 21, IN S-2, R-1E,
 NH0591'T-43N, 23.8 FEET NORTHEAST OF TRIANGULATION-STATION DEWITT,
 NH0591'DESCRIBED, 56.2 FEET NORTH OF R M 2, 46.3 FEET NORTHEAST OF THE
 NH0591'NORTHEAST RAIL AND AT THE OUTSIDE OF A CURVE, 34 FEET
 NH0591'EAST-SOUTHEAST OF THE 4TH. TELEPHONE POLE NORTHWEST OF THE
 NH0591'CROSSING OF BROOKE ROAD, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE
 NH0591'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 NH0591
 NH0591                          STATION RECOVERY (1987)
 NH0591
 NH0591'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0591'MARK NOT FOUND.
 NH0591
 NH0591                          STATION RECOVERY (1997)
 NH0591
 NH0591'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0592 ***********************************************************************
 NH0592  DESIGNATION -  DEWITT RM 2
 NH0592  PID         -  NH0592
 NH0592  STATE/COUNTY-  IL/WINNEBAGO
 NH0592  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0592
 NH0592                         *CURRENT SURVEY CONTROL
 NH0592  ___________________________________________________________________
 NH0592* NAD 83(1986)-  42 13 53.     (N)    089 04 58.     (W)     SCALED    
 NH0592* NAVD 88     -       222.699  (meters)     730.64   (feet)  ADJUSTED  
 NH0592  ___________________________________________________________________
 NH0592  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NH0592  DYNAMIC HT  -         222.628 (meters)     730.41  (feet)  COMP
 NH0592  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 NH0592
 NH0592  VERT ORDER  -  FIRST     CLASS II
 NH0592
 NH0592.The horizontal coordinates were scaled from a topographic map and have
 NH0592.an estimated accuracy of +/- 6 seconds.
 NH0592
 NH0592.The orthometric height was determined by differential leveling
 NH0592.and adjusted by the National Geodetic Survey in June 1991..
 NH0592
 NH0592.The geoid height was determined by GEOID03.
 NH0592
 NH0592.The dynamic height is computed by dividing the NAVD 88
 NH0592.geopotential number by the normal gravity value computed on the
 NH0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0592.degrees latitude (g = 980.6199 gals.).
 NH0592
 NH0592.The modeled gravity was interpolated from observed gravity values.
 NH0592
 NH0592;                    North         East    Units  Estimated Accuracy
 NH0592;SPC IL W     -   618,350.      789,470.      MT  (+/- 180 meters Scaled)
 NH0592
 NH0592                          SUPERSEDED SURVEY CONTROL
 NH0592
 NH0592  NGVD 29 (??/??/92)  222.759  (m)          730.84   (f) ADJ UNCH    1 2
 NH0592
 NH0592.Superseded values are not recommended for survey control.
 NH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0592.See file dsdata.txt to determine how the superseded data were derived.
 NH0592
 NH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM281775(NAD 83)
 NH0592_MARKER: DR = REFERENCE MARK DISK
 NH0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0592_STAMPING: DEWITT NO 2 1935
 NH0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0592+STABILITY: SURFACE MOTION
 NH0592
 NH0592  HISTORY     - Date     Condition        Report By
 NH0592  HISTORY     - 1935     MONUMENTED       CGS
 NH0592  HISTORY     - 1960     GOOD             NGS
 NH0592  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0592  HISTORY     - 19970321 MARK NOT FOUND   USPSQD
 NH0592
 NH0592                          STATION DESCRIPTION
 NH0592
 NH0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0592'0.4 MI SE FROM ROCKFORD.
 NH0592'ABOUT 0.35 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 NH0592'QUINCY RAILROAD FROM THE CROSSING OF KISHWAUKEE STREET AT
 NH0592'ROCKFORD, 245 YARDS SOUTHEAST OF MILEPOST 21, IN S-2, R-1E,
 NH0592'T-43N, 49.7 FEET SOUTH-SOUTHEAST OF TRIANGULATION-STATION
 NH0592'DEWITT, DESCRIBED, 56.2 FEET SOUTH OF R M 1, 20 FEET NORTHEAST
 NH0592'OF THE NORTHEAST RAIL AND ON THE OUTSIDE OF A CURVE, 126 YARDS
 NH0592'NORTHWEST OF THE CENTER OF CROSSING OF BROOKE ROAD, 17 1/2
 NH0592'FEET NORTH OF THE CENTER OF A CIRCULAR BATTERY WELL, 24 FEET
 NH0592'NORTH OF A SIGNAL SWITCH BOX, 37 1/2 FEET NORTH-NORTHWEST OF
 NH0592'THE 3RD. TELEPHONE POLE NORTHWEST OF BROOKE ROAD CROSSING,
 NH0592'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 NH0592'TOP OF A CONCRETE POST FLUSH.
 NH0592
 NH0592                          STATION RECOVERY (1987)
 NH0592
 NH0592'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0592'MARK NOT FOUND.
 NH0592
 NH0592                          STATION RECOVERY (1997)
 NH0592
 NH0592'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1798 ***********************************************************************
 LC1798  DESIGNATION -  DEWITT WU MICROWAVE
 LC1798  PID         -  LC1798
 LC1798  STATE/COUNTY-  IL/DE WITT
 LC1798  USGS QUAD   -  DE WITT (1979)
 LC1798
 LC1798                         *CURRENT SURVEY CONTROL
 LC1798  ___________________________________________________________________
 LC1798* NAD 83(1997)-  40 13 15.04817(N)    088 48 37.12765(W)     ADJUSTED  
 LC1798* NAVD 88     -                                                        
 LC1798  ___________________________________________________________________
 LC1798  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 LC1798  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC1798
 LC1798  HORZ ORDER  -  THIRD
 LC1798
 LC1798.The horizontal coordinates were established by classical geodetic methods
 LC1798.and adjusted by the National Geodetic Survey in October 1999..
 LC1798
 LC1798
 LC1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1798
 LC1798.The geoid height was determined by GEOID03.
 LC1798
 LC1798;                    North         East     Units Scale Factor Converg.
 LC1798;SPC IL E     -   394,630.926   259,401.304   MT  0.99999528   -0 18 28.8
 LC1798;SPC IL E     - 1,294,718.30    851,052.44   sFT  0.99999528   -0 18 28.8
 LC1798;SPC IL W     -   395,390.918   815,445.275   MT  1.00010518   +0 52 33.4
 LC1798;SPC IL W     - 1,297,211.70  2,675,340.04   sFT  1.00010518   +0 52 33.4
 LC1798;UTM  16      - 4,453,841.137   345,966.869   MT  0.99989207   -1 10 09.2
 LC1798
 LC1798                          SUPERSEDED SURVEY CONTROL
 LC1798
 LC1798  NAD 83(1986)-  40 13 15.05566(N)    088 48 37.12724(W) AD(       ) 4
 LC1798  NAD 27      -  40 13 14.93520(N)    088 48 36.84955(W) AD(       ) 3
 LC1798
 LC1798.Superseded values are not recommended for survey control.
 LC1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1798.See file dsdata.txt to determine how the superseded data were derived.
 LC1798
 LC1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4596753841(NAD 83)
 LC1798_MARKER: 44 = MICROWAVE MAST
 LC1798
 LC1798  HISTORY     - Date     Condition        Report By
 LC1798  HISTORY     - 1974     FIRST OBSERVED   NGS
 LC1798
 LC1798                          STATION DESCRIPTION
 LC1798
 LC1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 LC1798'DE WITT, WESTERN UNION, MICROWAVE RELAY MAST IS SUPPORTED BY TWIN
 LC1798'TRIANGULAR STEEL STRUCTURES WITH REFLECTOR FANS AT THE TOP.  IT
 LC1798'IS GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE, AND HAS
 LC1798'AN OVERALL HEIGHT OF 263 FEET.
 LC1798'
 LC1798'THE MAST IS LOCATED ABOUT 9-1/2 MILES NORTHEAST OF CLINTON,
 LC1798'8 MILES EAST OF WAPELLA, AND 3 MILES NORTH-NORTHWEST OF DE WITT.
 LC1798'
 LC1798'TO REACH FROM THE CROSSROAD IN DE WITT, GO NORTH, EAST AND NORTH
 LC1798'ON PAVED COUNTY ROAD FOR 2.6 MILES TO A T-ROAD.  TURN LEFT AND
 LC1798'GO WEST ON PAVED ROAD FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT AND
 LC1798'GO SOUTH AND WEST FOR 0.5 MILE TO MAST ON THE RIGHT.
 LC1798'
 LC1798'STATION IS RED LIGHT ATOP NORTHWEST SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0569 ***********************************************************************
 NG0569  DESIGNATION -  DIAMOND
 NG0569  PID         -  NG0569
 NG0569  STATE/COUNTY-  IL/LAKE
 NG0569  USGS QUAD   -  WHEELING (1993)
 NG0569
 NG0569                         *CURRENT SURVEY CONTROL
 NG0569  ___________________________________________________________________
 NG0569* NAD 83(1997)-  42 13 36.98976(N)    087 58 46.07318(W)     ADJUSTED  
 NG0569* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 NG0569  ___________________________________________________________________
 NG0569  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 NG0569  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NG0569
 NG0569  HORZ ORDER  -  THIRD
 NG0569
 NG0569.The horizontal coordinates were established by classical geodetic methods
 NG0569.and adjusted by the National Geodetic Survey in October 1999..
 NG0569
 NG0569.The orthometric height was scaled from a topographic map.
 NG0569
 NG0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0569
 NG0569.The geoid height was determined by GEOID03.
 NG0569
 NG0569;                    North         East     Units Scale Factor Converg.
 NG0569;SPC IL E     -   617,370.257   329,213.164   MT  0.99998550   +0 14 16.2
 NG0569;SPC IL E     - 2,025,488.92  1,080,093.52   sFT  0.99998550   +0 14 16.2
 NG0569;UTM  16      - 4,675,438.131   419,171.530   MT  0.99968039   -0 39 29.9
 NG0569
 NG0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0569!SPC IL E     -   0.99996990  x   0.99998550  =   0.99995540
 NG0569!UTM  16      -   0.99996990  x   0.99968039  =   0.99965030
 NG0569
 NG0569|---------------------------------------------------------------------|
 NG0569| PID    Reference Object                     Distance      Geod. Az  |
 NG0569|                                                           dddmmss.s |
 NG0569| CI8537 DIAMOND RM 1                         16.503 METERS 05448     |
 NG0569| CI8536 DIAMOND AZ MK                                      0871308.1 |
 NG0569| NG0570 WEST LAKE FOREST MUNICIPAL TK       APPROX. 7.9 KM 0965136.1 |
 NG0569| CI8538 DIAMOND RM 2                         18.644 METERS 13505     |
 NG0569| CI8539 DIAMOND RM 3                         24.003 METERS 14540     |
 NG0569| NH1062 LAKE ZURICH ATT MICROWAVE TWR       APPROX.10.3 KM 2450835.5 |
 NG0569| NH1041 IVANHOE PRIVATE WATER CO TANK       APPROX. 6.8 KM 3060303.9 |
 NG0569| CI8540 DIAMOND RM 4                         20.409 METERS 35856     |
 NG0569|---------------------------------------------------------------------|
 NG0569
 NG0569                          SUPERSEDED SURVEY CONTROL
 NG0569
 NG0569  NAD 83(1997)-  42 13 36.98973(N)    087 58 46.07371(W) AD(       ) 3
 NG0569  NAD 83(1997)-  42 13 36.99145(N)    087 58 46.08538(W) AD(       ) 3
 NG0569  NAD 83(1986)-  42 13 36.99132(N)    087 58 46.08678(W) AD(       ) 3
 NG0569  NAD 27      -  42 13 36.89870(N)    087 58 45.81020(W) AD(       ) 3
 NG0569
 NG0569.Superseded values are not recommended for survey control.
 NG0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0569.See file dsdata.txt to determine how the superseded data were derived.
 NG0569
 NG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1917275438(NAD 83)
 NG0569_MARKER: DS = TRIANGULATION STATION DISK
 NG0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0569
 NG0569  HISTORY     - Date     Condition        Report By
 NG0569  HISTORY     - 1954     MONUMENTED       CGS
 NG0569  HISTORY     - 1963     GOOD             ILHD
 NG0569  HISTORY     - 1964     GOOD             CGS
 NG0569  HISTORY     - 1975     GOOD             ILDT
 NG0569  HISTORY     - 20021216 POOR             USPSQD
 NG0569
 NG0569                          STATION DESCRIPTION
 NG0569
 NG0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0569'STATION IS LOCATED ABOUT 3 MILES SOUTH OF MUNDELEIN AND ABOUT 2 MILES
 NG0569'SOUTHEAST OF DIAMOND LAKE ON
 NG0569'ROAD RIGHT-OF-WAY.  IT IS 0.1 MILE SOUTH OF U.S. HIGHWAY 45 AND
 NG0569'23 FEET WEST OF CENTER OF A GRAVEL
 NG0569'ROAD, 2 FEET EAST OF A FENCE LINE, 3 FEET SOUTH OF
 NG0569'A WHITE WITNESS POST AND 4 FEET NORTH OF A 14 INCH
 NG0569'OSAGE ORANGE TREE.  THE MARK IS
 NG0569'FLUSH AND THE DISK IS STAMPED DIAMOND 1954.
 NG0569'
 NG0569'REFERENCE MARK NO. 1 IS 21 FEET EAST OF CENTER OF GRAVEL ROAD AND 2
 NG0569'FEET SOUTH OF A TELEPHONE
 NG0569'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED DIAMOND NO 1 1954.
 NG0569'
 NG0569'REFERENCE MARK NO. 2 IS 21 FEET EAST OF CENTER OF GRAVEL ROAD.  THE
 NG0569'MARK IS FLUSH AND THE
 NG0569'DISK IS STAMPED DIAMOND NO 2 1954.
 NG0569'
 NG0569'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION, 38 FEET NORTHEAST OF
 NG0569'THE CENTER OF U.S. HIGHWAY
 NG0569'45, 2 FEET SOUTH OF A FENCE LINE AND 1 FOOT WEST OF A WHITE WITNESS
 NG0569'POST AND A TELEPHONE POLE.  THE
 NG0569'MARK IS FLUSH AND THE DISK IS STAMPED DIAMOND 1954.
 NG0569'
 NG0569'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83 AND U.S.
 NG0569'HIGHWAY 45 1 MILE SOUTHEAST
 NG0569'OF DIAMOND LAKE, GO SOUTHEAST ON HIGHWAY 45 FOR 1 MILE TO A GRAVEL
 NG0569'SIDE ROAD ON THE RIGHT.  TURN RIGHT
 NG0569'AND GO 0.1 MILE TO THE STATION ON RIGHT AS
 NG0569'DESCRIBED.
 NG0569'
 NG0569'TO REACH AZIMUTH MARK FROM THE STATION GO 0.1 MILE NORTH TO U.S.
 NG0569'HIGHWAY 45, TURN RIGHT
 NG0569'AND GO 0.2 MILE TO THE MARK ON LEFT AS DESCRIBED.
 NG0569'
 NG0569'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NG0569
 NG0569                          STATION RECOVERY (1963)
 NG0569
 NG0569'RECOVERY NOTE BY IL HIGHWAY DEPT 1963 (HB)
 NG0569'STATION AND AZIMUTH MARK HAVE BEEN RECOVERED IN GOOD CONDITION.  RM 1
 NG0569'WAS RECOVERED IN FAIR
 NG0569'CONDITION.  RM 2 HAS BEEN DESTROYED, PULLED OUT OF GROUND
 NG0569'WITH CONCRETE POST AND ALL.
 NG0569'
 NG0569'NOTE- HOUSE HAS BEEN BUILT BETWEEN STATION AND AZIMUTH MARK - TOWER
 NG0569'NOW NECESSARY.
 NG0569'
 NG0569'RM 1 IS 67 FEET OF TELEPHONE POLE (PROBABLY A NEW POLE LINE).
 NG0569'
 NG0569'A GRAVEL SIDE ROAD IS NOW OAKWOOD ROAD.
 NG0569
 NG0569                          STATION RECOVERY (1964)
 NG0569
 NG0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NG0569'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 NG0569'GOOD CONDITION EXCEPT REFERENCE
 NG0569'MARK NO. 1 WHICH HAD BEEN HIT AND DAMAGED AND RM NO. 2 WHICH
 NG0569'HAD BEEN DISPLACED.  THE AZIMUTH
 NG0569'MARK WAS RECOVERED IN GOOD CONDITION, BUT A NEW HOUSE
 NG0569'HAS BEEN BUILT NEAR THE STATION WHICH IS ON LINE
 NG0569'BETWEEN THE STATION AND THE AZIMUTH
 NG0569'MARK.  THE AZIMUTH MARK WAS LEFT IN PLACE.  REFERENCE MARKS NO. 3
 NG0569'AND NO. 4 WERE ESTABLISHED.
 NG0569'THE OBJECTS LISTED IN THE 1954 DESCRIPTION COULD NOT BE CHECKED FOR
 NG0569'VISIBILITY DUE TO HAZY WEATHER
 NG0569'CONDITIONS.  A COMPLETE DESCRIPTION FOLLOWS.
 NG0569'
 NG0569'STATION IS LOCATED ABOUT 3 MILES SOUTH OF MUNDELIEN AND ABOUT 2 MILES
 NG0569'SOUTHEAST OF DIAMOND LAKE ON
 NG0569'ROAD RIGHT-OF-WAY, ABOUT 200 YARDS SOUTH OF U.S. HIGHWAY 45,
 NG0569'24 FEET WEST OF THE CENTERLINE OF A
 NG0569'GRAVEL ROAD (OAKWOOD RD.), 4 FEET NORTH OF AN
 NG0569'OSAGE ORANGE TREE, AND 2 FEET EAST OF A WHITE BOARD
 NG0569'FENCE.  THE MARK LOCATED 3 FEET
 NG0569'SOUTH OF A WHITE WITNESS POST IS FLUSH WITH THE SURFACE OF THE GROUND
 NG0569'AND THE DISK IS STAMPED DIAMOND
 NG0569'1954.
 NG0569'
 NG0569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 NG0569'HIGHWAY 83 WHICH IS 1.0
 NG0569'MILE SOUTHEAST OF DIAMOND LAKE, GO EAST-SOUTHEAST ON U.S. HIGHWAY 45
 NG0569'FOR 1.0 MILE TO A GRAVEL ROAD ON
 NG0569'THE RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD
 NG0569'(OAKWOOD RD.) FOR 0.1 MILE TO THE STATION ON
 NG0569'THE RIGHT AS DESCRIBED.
 NG0569'
 NG0569'REFERENCE MARK NO. 3 IS 78.75 FEET SOUTH-SOUTHEAST OF THE STATION, 32
 NG0569'FEET NORTH OF THE CENTER OF
 NG0569'MILLS CT., 23 FEET EAST OF THE CENTER OF GRAVEL ROAD (OAKWOOD RD.),
 NG0569'13 FEET NORTH OF STREET SIGN,
 NG0569'OAKWOOD RD. AND MILLS CT., AND 2 FEET SOUTH OF A
 NG0569'TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND
 NG0569'THE DISK IS STAMPED DIAMOND NO 3 1954.
 NG0569'MARK IS DESCRIBED.
 NG0569'
 NG0569'REFERENCE MARK NO. 4 IS 66.96 FEET NORTH OF THE STATION, 25 FEET WEST
 NG0569'OF THE CENTER OF GRAVEL
 NG0569'ROAD, 16 FEET NORTH OF AN OSAGE ORANGE TREE, AND 1 FOOT EAST OF A
 NG0569'WHITE BOARD FENCE.  THE MARK
 NG0569'PROJECTS 2 INCHES AND THE DISK IS STAMPED DIAMOND NO 4
 NG0569'1954.  MARK IS DESCRIBED.
 NG0569'
 NG0569'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NG0569
 NG0569                          STATION RECOVERY (1975)
 NG0569
 NG0569'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975 (RIL)
 NG0569'DIAMOND 1954 RECOVERED GOOD.
 NG0569'
 NG0569'DIAMOND NO 3, 1954 RECOVERED GOOD.
 NG0569'
 NG0569'DIAMOND NO 4, 1954 RECOVERED GOOD.
 NG0569'
 NG0569'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI. S.E. OF DIAMOND
 NG0569'LAKE.
 NG0569
 NG0569                          STATION RECOVERY (2002)
 NG0569
 NG0569'RECOVERY NOTE BY US POWER SQUADRON 2002 (EFU)
 NG0569'GRAVEL ROAD REFERRED TO IN DATA SHEET IS NOW PAVED AND CALLED OAKWOOD
 NG0569'ROAD. REFERENCE MARK 4 IS PRESENT AND IMBEDDED IN AN ISOLATED PIECE OF
 NG0569'CEMENT. 67 FEET SOUTH IS TEHE WITNESS POST FOR THE STATION. NO SIGN OF
 NG0569'THE MARKER FOR THE STATION OR REFERENCE MARK 3. THE AZIMUTH MARK
 NG0569'WASN'T FOUND,SUPPOSED TO BE .25 MILES EAST OF OAKWOOD ON LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1698 ***********************************************************************
 JB1698  CBN         -  This is a Cooperative Base Network Control Station.
 JB1698  DESIGNATION -  DIGBY
 JB1698  PID         -  JB1698
 JB1698  STATE/COUNTY-  IL/HAMILTON
 JB1698  USGS QUAD   -  THACKERAY (1974)
 JB1698
 JB1698                         *CURRENT SURVEY CONTROL
 JB1698  ___________________________________________________________________
 JB1698* NAD 83(1997)-  38 00 14.80481(N)    088 29 24.27697(W)     ADJUSTED  
 JB1698* NAVD 88     -       138.5    (meters)     454.     (feet)  GPS OBS   
 JB1698  ___________________________________________________________________
 JB1698  X           -     132,599.757 (meters)                     COMP
 JB1698  Y           -  -5,030,486.487 (meters)                     COMP
 JB1698  Z           -   3,905,870.483 (meters)                     COMP
 JB1698  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JB1698  ELLIP HEIGHT-         108.53  (meters)          (09/15/03) GPS OBS
 JB1698  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JB1698
 JB1698  HORZ ORDER  -  A
 JB1698  ELLP ORDER  -  FOURTH    CLASS I
 JB1698
 JB1698.The horizontal coordinates were established by GPS observations
 JB1698.and adjusted by the National Geodetic Survey in September 2003..
 JB1698
 JB1698.The orthometric height was determined by GPS observations and a
 JB1698.high-resolution geoid model.
 JB1698
 JB1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1698
 JB1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1698
 JB1698.The ellipsoidal height was determined by GPS observations
 JB1698.and is referenced to NAD 83.
 JB1698
 JB1698.The geoid height was determined by GEOID03.
 JB1698
 JB1698;                    North         East     Units Scale Factor Converg.
 JB1698;SPC IL E     -   148,442.902   286,233.932   MT  0.99997733   -0 05 47.4
 JB1698;SPC IL E     -   487,016.42    939,085.83   sFT  0.99997733   -0 05 47.4
 JB1698;UTM  16      - 4,207,318.845   369,178.930   MT  0.99981078   -0 55 03.4
 JB1698
 JB1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1698!SPC IL E     -   0.99998297  x   0.99997733  =   0.99996030
 JB1698!UTM  16      -   0.99998297  x   0.99981078  =   0.99979375
 JB1698
 JB1698|---------------------------------------------------------------------|
 JB1698| PID    Reference Object                     Distance      Geod. Az  |
 JB1698|                                                           dddmmss.s |
 JB1698| CI4274 DIGBY RM 1                            9.365 METERS 08958     |
 JB1698| CI4275 DIGBY RM 2                            9.500 METERS 27015     |
 JB1698| CI4273 DIGBY AZ MK                                        2794523.4 |
 JB1698| JB1734 MC LEANSBORO W MUNICIPAL TANK       APPROX.11.0 KM 3361004.7 |
 JB1698| JB1737 MC LEANSBORO E MUNICIPAL TANK       APPROX.11.0 KM 3361801.4 |
 JB1698| JB1736 MC LEANSBORO RAD KSS 692 MAST       APPROX. 9.7 KM 3452244.8 |
 JB1698|---------------------------------------------------------------------|
 JB1698
 JB1698                          SUPERSEDED SURVEY CONTROL
 JB1698
 JB1698  NAD 83(1997)-  38 00 14.80606(N)    088 29 24.27456(W) AD(       ) 3
 JB1698  NAD 83(1997)-  38 00 14.81191(N)    088 29 24.27424(W) AD(       ) 3
 JB1698  NAD 83(1997)-  38 00 14.81264(N)    088 29 24.27362(W) AD(       ) 3
 JB1698  NAD 83(1986)-  38 00 14.81710(N)    088 29 24.27589(W) AD(       ) 3
 JB1698  NAD 27      -  38 00 14.64904(N)    088 29 24.09432(W) AD(       ) 3
 JB1698
 JB1698.Superseded values are not recommended for survey control.
 JB1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1698.See file dsdata.txt to determine how the superseded data were derived.
 JB1698
 JB1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6917907319(NAD 83)
 JB1698_MARKER: DS = TRIANGULATION STATION DISK
 JB1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1698_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1698+STABILITY: SURFACE MOTION
 JB1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1698+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 JB1698
 JB1698  HISTORY     - Date     Condition        Report By
 JB1698  HISTORY     - 1961     MONUMENTED       CGS
 JB1698  HISTORY     - 20020805 GOOD             NGS
 JB1698  HISTORY     - 20060726 GOOD             ILDT
 JB1698
 JB1698                          STATION DESCRIPTION
 JB1698
 JB1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1698'NO MEASUREMENT BETWEEN RMS SET IN 180 DEGREES.
 JB1698'
 JB1698'THE STATION IS ABOUT 6.5 MILES SOUTHEAST OF MCLEANSBORO, 0.5 MILE
 JB1698'NORTH OF DALE, AT THE
 JB1698'NORTH EDGE OF DIGBY CEMETERY, IN THE NORTHEAST 0.25 OF
 JB1698'SECTION 13, T 6 S, R 6 E AND ON
 JB1698'THE PROPERTY OF MRS EVA EDMONDS.  IT
 JB1698'IS 1 FOOT NORTH OF A WIRE FENCE, 5 FEET WEST OF A
 JB1698'WITNESS POST, 8
 JB1698'FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 97 FEET EAST OF
 JB1698'A 10 INCH CEDAR
 JB1698'TREE AND 184 FEET WEST OF A T-FENCE CORNER.  THE
 JB1698'MONUMENT IS FLUSH AND THE DISK IS
 JB1698'STAMPED DIGBY 1961.
 JB1698'
 JB1698'TO REACH FROM THE CROSSROAD JUST NORTH OF THE FIRST METHODIST CHURCH
 JB1698'IN DALE GO NORTH ON STATE
 JB1698'HIGHWAY 142 FOR 0.55 MILE TO A SIDE ROAD RIGHT.  TURN
 JB1698'RIGHT AND GO EAST ON A GRAVELED
 JB1698'ROAD FOR 0.4 MILE TO A ROAD FORK.
 JB1698'TAKE LEFT FORK AND GO NORTH AND WEST ON THE
 JB1698'CEMETERY DRIVEWAY FOR
 JB1698'0.15 MILE TO THE STATION ON THE RIGHT.
 JB1698'
 JB1698'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON HIGHWAY
 JB1698'142 FOR 0.3 MILE TO THE
 JB1698'AZIMUTH ON THE RIGHT.
 JB1698'
 JB1698'REFERENCE MARK 1 IS 6 INCHES NORTH OF THE WIRE FENCE, 8 FEET NORTH OF
 JB1698'THE CENTERLINE OF THE
 JB1698'GRAVELED DRIVEWAY AND 26 FEET EAST OF THE WITNESS
 JB1698'POST.  THE MONUMENT IS FLUSH AND THE
 JB1698'DISK IS STAMPED DIGBY NO 1 1961.
 JB1698'
 JB1698'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE WIRE FENCE, 8 FEET NORTH OF
 JB1698'THE CENTERLINE OF
 JB1698'THE DRIVEWAY, 36 FEET WEST OF THE WITNESS POST AND 67
 JB1698'FEET EAST OF A 10 INCH CEDAR
 JB1698'TREE.  THE MONUMENT IS FLUSH AND THE
 JB1698'DISK IS STAMPED DIGBY NO 2 1961.
 JB1698'
 JB1698'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WITNESS POST, 1 FOOT WEST OF A
 JB1698'WIRE FENCE, 3 FEET
 JB1698'SOUTHWEST OF A POWER POLE AND 42 FEET EAST OF THE
 JB1698'CENTERLINE OF HIGHWAY 142.  THE
 JB1698'MONUMENT PROJECTS 2 INCHES AND THE
 JB1698'DISK IS STAMPED DIGBY 1961.
 JB1698'
 JB1698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JB1698
 JB1698                          STATION RECOVERY (2002)
 JB1698
 JB1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RA)
 JB1698'RECOVERED AS DESCRIBED
 JB1698' 
 JB1698' 
 JB1698'
 JB1698
 JB1698                          STATION RECOVERY (2006)
 JB1698
 JB1698'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JB1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0741 ***********************************************************************
 JB0741  DESIGNATION -  DISMAL AZ MK
 JB0741  PID         -  JB0741
 JB0741  STATE/COUNTY-  IL/FAYETTE
 JB0741  USGS QUAD   -  EDGEWOOD (1985)
 JB0741
 JB0741                         *CURRENT SURVEY CONTROL
 JB0741  ___________________________________________________________________
 JB0741* NAD 83(1986)-  38 53 43.     (N)    088 43 28.     (W)     SCALED    
 JB0741* NAVD 88     -       176.039  (meters)     577.55   (feet)  ADJUSTED  
 JB0741  ___________________________________________________________________
 JB0741  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JB0741  DYNAMIC HT  -         175.931 (meters)     577.20  (feet)  COMP
 JB0741  MODELED GRAV-     980,006.9   (mgal)                       NAVD 88
 JB0741
 JB0741  VERT ORDER  -  SECOND    CLASS 0
 JB0741
 JB0741.The horizontal coordinates were scaled from a topographic map and have
 JB0741.an estimated accuracy of +/- 6 seconds.
 JB0741
 JB0741.The orthometric height was determined by differential leveling
 JB0741.and adjusted by the National Geodetic Survey in June 1991..
 JB0741
 JB0741.The geoid height was determined by GEOID03.
 JB0741
 JB0741.The dynamic height is computed by dividing the NAVD 88
 JB0741.geopotential number by the normal gravity value computed on the
 JB0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0741.degrees latitude (g = 980.6199 gals.).
 JB0741
 JB0741.The modeled gravity was interpolated from observed gravity values.
 JB0741
 JB0741;                    North         East    Units  Estimated Accuracy
 JB0741;SPC IL E     -   247,430.      266,070.      MT  (+/- 180 meters Scaled)
 JB0741
 JB0741                          SUPERSEDED SURVEY CONTROL
 JB0741
 JB0741  NGVD 29 (??/??/92)  176.140  (m)          577.89   (f) ADJ UNCH    2 0
 JB0741
 JB0741.Superseded values are not recommended for survey control.
 JB0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0741.See file dsdata.txt to determine how the superseded data were derived.
 JB0741
 JB0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ504065(NAD 83)
 JB0741_MARKER: DZ = AZIMUTH MARK DISK
 JB0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0741_STAMPING: DISMAL 1960
 JB0741_MARK LOGO: CGS   
 JB0741_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0741+STABILITY: SURFACE MOTION
 JB0741
 JB0741  HISTORY     - Date     Condition        Report By
 JB0741  HISTORY     - 1960     MONUMENTED       CGS
 JB0741  HISTORY     - 1967     GOOD             NGS
 JB0741  HISTORY     - 19840307 GOOD             NGS
 JB0741
 JB0741                          STATION DESCRIPTION
 JB0741
 JB0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0741'1.6 MI NW FROM LA CLEDE.
 JB0741'ABOUT 0.35 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JB0741'AT LA CLEDE, THENCE 1.1 MILES NORTH ALONG A GRAVEL AND DIRT ROAD,
 JB0741'THENCE 0.2 MILE WEST ALONG A DIRT ROAD, 15 FEET SOUTH OF THE
 JB0741'CENTER LINE OF THE ROAD, 2 FEET WEST OF THE FOURTH POWER POLE
 JB0741'WEST OF THE JUNCTION AND THE SECOND POLE EAST OF A CURVE IN THE
 JB0741'ROAD WITH TANGENTS EXTENDING TO THE EAST AND SOUTH, 3.8 FEET
 JB0741'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JB0741'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JB0741
 JB0741                          STATION RECOVERY (1967)
 JB0741
 JB0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JB0741'RECOVERED IN GOOD CONDITION.
 JB0741
 JB0741                          STATION RECOVERY (1984)
 JB0741
 JB0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JB0741'THE STATION IS LOCATED ABOUT 1-1/2 MILES S FROM THE FAYETTE-EFFINGHAM
 JB0741'COUNTY LINE, 2-1/2 MILES NE OF FARINA, 1.6 KM (1.00 MI) NW OF LA CLEDE
 JB0741'AND ON HWY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF
 JB0741'STATE HWY 185 AND 37 AT THE N END OF FARINA, GO NE ON HWY 37 FOR 7.1
 JB0741'KM (4.40 MI) TO A CROSSROAD IN THE SMALL VILLAGE OF LA CLEDE, COUNTY
 JB0741'ROAD 970 N.  TURN LEFT AND GO W ON 970 N FOR 0.6 KM (0.35 MI) TO WHERE
 JB0741'ROAD MAKES A SHARP RIGHT AND TURNS INTO 2850 E. TURN RIGHT AND GO N ON
 JB0741'2850 E FOR 1.5 KM (0.95 MI) TO WHERE 21850 E CROSSES OVER INTERSTATE
 JB0741'HWY 57 AND TRIANGULATION STATION DISMAL 2 1984, AT THE NE CORNER OF
 JB0741'BRIDGE OVER PASS.  CONTINUE NORTHERLY ON 2850 E FOR 0.3 KM (0.20 MI)
 JB0741'TO A SIDE ROAD LEFT, COUNTY ROAD 1075 N. TURN LEFT AND GO W ON 1075 N
 JB0741'FOR 0.24 KM (0.15 MI) TO MARK ON LEFT AS DESCRIBED.  THE STATION IS A
 JB0741'STANDARD NGS AZ MK DISK STAMPED---DISMAL 1960---, SET INTO THE TOP OF
 JB0741'A SQUARE CONCRETE MONUMENT 10 INCHES (30 CM) ON SIDE PROJECTING 4
 JB0741'INCHES (12 CM) ABOVE THE GROUND. LOCATED 4.72 METERS (15.49 FT) S FROM
 JB0741'THE CENTERLINE OF COUNTY ROAD 1075 N, 1.19 METERS (3.90 FT) W FROM A
 JB0741'METAL WITNESS POST, 0.61 METERS (2.00 FT) W FROM A UTILITY POLE AND
 JB0741'0.31 METERS (1.02 FT) E FROM A WITNESS POST. A TRAVERSE CONNECTION WAS
 JB0741'MADE TO TRIANGULATION STATION DISMAL 2 1984 USING ELECTRONIC DISTANCE
 JB0741'MEASURING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0745 ***********************************************************************
 JB0745  DESIGNATION -  DISMAL RM 3
 JB0745  PID         -  JB0745
 JB0745  STATE/COUNTY-  IL/FAYETTE
 JB0745  USGS QUAD   -  EDGEWOOD (1985)
 JB0745
 JB0745                         *CURRENT SURVEY CONTROL
 JB0745  ___________________________________________________________________
 JB0745* NAD 83(1986)-  38 53 51.     (N)    088 43 18.     (W)     SCALED    
 JB0745* NAVD 88     -       175.52   (meters)     575.9    (feet)  RESET     
 JB0745  ___________________________________________________________________
 JB0745  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JB0745
 JB0745  VERT ORDER  -  THIRD
 JB0745
 JB0745.The horizontal coordinates were scaled from a topographic map and have
 JB0745.an estimated accuracy of +/- 6 seconds.
 JB0745
 JB0745.The orthometric height was computed from unverified reset data.
 JB0745
 JB0745.The geoid height was determined by GEOID03.
 JB0745
 JB0745;                    North         East    Units  Estimated Accuracy
 JB0745;SPC IL E     -   247,670.      266,310.      MT  (+/- 180 meters Scaled)
 JB0745
 JB0745                          SUPERSEDED SURVEY CONTROL
 JB0745
 JB0745.No superseded survey control is available for this station.
 JB0745
 JB0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ506068(NAD 83)
 JB0745_MARKER: DR = REFERENCE MARK DISK
 JB0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0745_STAMPING: DISMAL 1960 NO 3 1967
 JB0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0745+STABILITY: SURFACE MOTION
 JB0745
 JB0745  HISTORY     - Date     Condition        Report By
 JB0745  HISTORY     - 1967     MONUMENTED       CGS
 JB0745
 JB0745                          STATION DESCRIPTION
 JB0745
 JB0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JB0745'1.6 MI NW FROM LA CLEDE.
 JB0745'ABOUT 0.35 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JB0745'AT LA CLEDE, THENCE 1.25 MILES NORTH ALONG AN OILED ROAD TO THE
 JB0745'MARK ON THE RIGHT.  IT IS 13 FEET EAST OF THE CENTERLINE OF THE
 JB0745'ROAD AND 10 FEET NORTH OF A METAL WITNESS POST.  THE MONUMENT IS
 JB0745'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1030 ***********************************************************************
 KB1030  DESIGNATION -  DIVERNON
 KB1030  PID         -  KB1030
 KB1030  STATE/COUNTY-  IL/SANGAMON
 KB1030  USGS QUAD   -  DIVERNON (1976)
 KB1030
 KB1030                         *CURRENT SURVEY CONTROL
 KB1030  ___________________________________________________________________
 KB1030* NAD 83(1997)-  39 34 04.90656(N)    089 38 18.86201(W)     ADJUSTED  
 KB1030* NAVD 88     -       187.267  (meters)     614.39   (feet)  ADJUSTED  
 KB1030  ___________________________________________________________________
 KB1030  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 KB1030  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB1030  DYNAMIC HT  -         187.163 (meters)     614.05  (feet)  COMP
 KB1030  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KB1030
 KB1030  HORZ ORDER  -  SECOND
 KB1030  VERT ORDER  -  SECOND    CLASS 0
 KB1030
 KB1030.The horizontal coordinates were established by classical geodetic methods
 KB1030.and adjusted by the National Geodetic Survey in October 1999..
 KB1030
 KB1030.The orthometric height was determined by differential leveling
 KB1030.and adjusted by the National Geodetic Survey in June 1991..
 KB1030
 KB1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1030
 KB1030.The geoid height was determined by GEOID03.
 KB1030
 KB1030.The dynamic height is computed by dividing the NAVD 88
 KB1030.geopotential number by the normal gravity value computed on the
 KB1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1030.degrees latitude (g = 980.6199 gals.).
 KB1030
 KB1030.The modeled gravity was interpolated from observed gravity values.
 KB1030
 KB1030;                    North         East     Units Scale Factor Converg.
 KB1030;SPC IL W     -   322,161.943   745,376.301   MT  0.99996652   +0 20 11.0
 KB1030;SPC IL W     - 1,056,959.64  2,445,455.41   sFT  0.99996652   +0 20 11.0
 KB1030;UTM  16      - 4,383,140.257   273,344.165   MT  1.00023254   -1 40 53.3
 KB1030
 KB1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1030!SPC IL W     -   0.99997565  x   0.99996652  =   0.99994217
 KB1030!UTM  16      -   0.99997565  x   1.00023254  =   1.00020818
 KB1030
 KB1030:                Primary Azimuth Mark                     Grid Az
 KB1030:SPC IL W     -  GLENARM PANHAN E PL MICROWAVE            004 53 10.1
 KB1030:UTM  16      -  GLENARM PANHAN E PL MICROWAVE            006 54 14.4
 KB1030
 KB1030|---------------------------------------------------------------------|
 KB1030| PID    Reference Object                     Distance      Geod. Az  |
 KB1030|                                                           dddmmss.s |
 KB1030| KB1511 GLENARM PANHAN E PL MICROWAVE       APPROX. 7.2 KM 0051321.1 |
 KB1030| KB1499 PAWNEE C I P S CO MICROWAVE         APPROX. 4.8 KM 0564140.4 |
 KB1030| KB1032 DIVERNON RM 1                        13.238 METERS 08832     |
 KB1030| CI6904 DIVERNON AZ MK                                     0901337.9 |
 KB1030| KB1031 DIVERNON RM 2                        14.521 METERS 17509     |
 KB1030|---------------------------------------------------------------------|
 KB1030
 KB1030                          SUPERSEDED SURVEY CONTROL
 KB1030
 KB1030  NAD 83(1986)-  39 34 04.91527(N)    089 38 18.85085(W) AD(       ) 2
 KB1030  NAD 27      -  39 34 04.71860(N)    089 38 18.51560(W) AD(       ) 2
 KB1030  NGVD 29 (??/??/92)  187.383  (m)          614.77   (f) ADJ UNCH    2 0
 KB1030
 KB1030.Superseded values are not recommended for survey control.
 KB1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1030.See file dsdata.txt to determine how the superseded data were derived.
 KB1030
 KB1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7334483140(NAD 83)
 KB1030_MARKER: DE = TRAVERSE STATION DISK
 KB1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1030_STAMPING: DIVERNON 1960
 KB1030_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1030+STABILITY: SURFACE MOTION
 KB1030
 KB1030  HISTORY     - Date     Condition        Report By
 KB1030  HISTORY     - 1960     MONUMENTED       CGS
 KB1030  HISTORY     - 1960     GOOD             CGS
 KB1030  HISTORY     - 1975     GOOD             NGS
 KB1030  HISTORY     - 1976     GOOD             NGS
 KB1030  HISTORY     - 1977     GOOD             NGS
 KB1030
 KB1030                          STATION DESCRIPTION
 KB1030
 KB1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1030'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF PAWNEE, 1-1/2
 KB1030'MILES SOUTH OF STATE HIGHWAY 104, 1 MILE E OF DIVERNON AND 1/2
 KB1030'MILE EAST OF U.S. HIGHWAY 66.
 KB1030'
 KB1030'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 66 AND DIVERNON
 KB1030'ROAD ABOUT 1/2 MILE EAST OF DIVERNON, GOEAST ON OILED ROAD FOR
 KB1030'0.45 MILE TO THE STATION ON THE LEFT SIDE OF ROAD AS DESCRIBED.
 KB1030'
 KB1030'STATION MARK, A STANDARD STATION DISK SET IN TOP OF A 12 INCH SQUARE
 KB1030'CONCRETE POST WHICH IS SET FLUSH WITH THESURFACE OF THE GROUND AND
 KB1030'IS STAMPED DIVERNON 1960. THE MARK IS 112.0 FEET NORTHEAST OF A
 KB1030'TELEPHONE POLE, 65.5 FEET NORTHWEST OF A TELEPHONE POLE, 4.9 FEET
 KB1030'SOUTHWEST OF A WITNESS POST, 24.0 FEET NORTH OF THE CENTER OF ROAD
 KB1030'AND 3.0 FEET SOUTH OF A FENCE.
 KB1030'
 KB1030'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB1030'INCH SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KB1030'SURFACE OF THE GROUND AND THE DISK IS STAMPED DIVERNON NO 1 1960. THE
 KB1030'MARK IS 39.5 FEET EAST OF A WITNESS POST, 24.0 FEET NORTH OF THE
 KB1030'CENTER OF ROAD AND 2.5 FEET SOUTH OF A FENCE.
 KB1030'
 KB1030'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB1030'INCH SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KB1030'SURFACE OF THE GROUND AND THE DISK IS STAMPED DIVERNON NO 2 1960. THE
 KB1030'MARK IS 50.2 FEET SOUTH OF A WITNESS POST, 37.5 FEET WEST OF A
 KB1030'TELEPHONE POLE, 24.0 FEET SOUTH OF THE CENTER OF ROAD AND 1.0
 KB1030'FOOT NORTH OF A FENCE.
 KB1030'
 KB1030'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 KB1030'SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 KB1030'GROUND AND THE DISK IS STAMPED DIVERNON 1960. THE MARK IS 22.0 FEET
 KB1030'SOUTH OF THE CENTER OF ROAD, 9.0 FT EAST OF THE CENTER OF A
 KB1030'FIELD ENTRANCE,1.5 FT. WEST OF A WITNESS POST AND 1.4 FEET
 KB1030'NORTHEAST OF A FENCE CORNER.
 KB1030'
 KB1030'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON AN OILED ROAD
 KB1030'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE SOUTH S SIDE OF THE ROAD.
 KB1030
 KB1030                          STATION RECOVERY (1960)
 KB1030
 KB1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB1030'0.5 MI E FROM DIVERNON.
 KB1030'0.5 MILES EAST ALONG AN OILED ROAD FROM ITS JUNCTION WITH U.S.
 KB1030'HIGHWAY 66 (FOUR LANE DUAL HIGHWAY) ABOUT 0.5 MILES EAST OF THE
 KB1030'TOWN OF DIVERNON, ABOUT 0.2 MILES EAST OF A FARM HOUSE ON THE
 KB1030'SOUTH SIDE OF THE ROAD, 23 FEET NORTH OF THE CENTER LINE OF THE
 KB1030'OILED ROAD, 2 FEET SOUTH OF THE FENCE, 62 FEET NORTHWEST OF THE
 KB1030'SIXTH TELEPHONE POLE EAST OF THE HOUSE, 4.8 FEET SOUTHWEST OF A
 KB1030'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 KB1030'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB1030
 KB1030                          STATION RECOVERY (1975)
 KB1030
 KB1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KB1030'TELEPHONE POLES AND FENCE NOW GONE 0.3 MILES EAST ON DIVERNON ROAD
 KB1030'FROM INTERSTATE 55 TO MARK ON LEFT.
 KB1030
 KB1030                          STATION RECOVERY (1976)
 KB1030
 KB1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1030'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 KB1030'DESCRIBED IN 1960 WITH THE FOLLOWING EXCEPTIONS.
 KB1030'
 KB1030'THE TELEPHONE POLES AND FENCES ARE NOW GONE.
 KB1030'
 KB1030'THE STATION MARK IS 1 FOOT SOUTH OF A WITNESS POST.
 KB1030'
 KB1030'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WITNESS POST.
 KB1030'
 KB1030'REFERENCE MARK 2 IS 3 FEET SOUTH OF THE NORTH EDGE OF A CULTIVATED
 KB1030'FIELD.
 KB1030'
 KB1030'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND DIVERNON
 KB1030'ROAD, IN THE EAST EDGE OF DIVERNON, GO EAST ON DIVERNON ROAD FOR
 KB1030'0.3 MILE TO STATION ON THE LEFT.
 KB1030'
 KB1030'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 KB1030'
 KB1030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST OF
 KB1030'DIVERNON.
 KB1030
 KB1030                          STATION RECOVERY (1977)
 KB1030
 KB1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KB1030'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK FOUND
 KB1030'IN GOOD CONDITION.  THE DIRECTION TO RM 1 CHECKED AND THE DISTANCE
 KB1030'WAS SHORTER BY 0.02 FOOT.  THE DIRECTION TO RM 2 WAS LESS BY 2 MINUTES
 KB1030'AND 9 SECONDS AND THE DISTANCE SHORTER BY 0.07 FOOT.  THE 1960
 KB1030'DESCRIPTION IS ADEQUATE TO RECOVER STATION.  DUE TO ROAD CHANGES A
 KB1030'NEW TOO REACH FOLLOWS.  TO REACH THE STATION FROM THE JUNCTION OF
 KB1030'DIVERNON ROAD AND INTERSTATE HIGHWAY 55 AT THE EAST EDGE OF DIVERNON,
 KB1030'GO EAST ON DIVERNON ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT
 KB1030'AS DESCRIBED.  CONTINUE EAST ON THE ROAD FOR 0.3 MILE TO THE AZIMUTH
 KB1030'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1503 ***********************************************************************
 KB1503  DESIGNATION -  DIVERNON MUNICIPAL TANK
 KB1503  PID         -  KB1503
 KB1503  STATE/COUNTY-  IL/SANGAMON
 KB1503  USGS QUAD   -  DIVERNON (1976)
 KB1503
 KB1503                         *CURRENT SURVEY CONTROL
 KB1503  ___________________________________________________________________
 KB1503* NAD 83(1997)-  39 33 46.53060(N)    089 39 23.15806(W)     ADJUSTED  
 KB1503* NAVD 88     -                                                        
 KB1503  ___________________________________________________________________
 KB1503  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 KB1503  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB1503
 KB1503  HORZ ORDER  -  THIRD
 KB1503
 KB1503.The horizontal coordinates were established by classical geodetic methods
 KB1503.and adjusted by the National Geodetic Survey in October 1999..
 KB1503
 KB1503
 KB1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1503
 KB1503.The geoid height was determined by GEOID03.
 KB1503
 KB1503;                    North         East     Units Scale Factor Converg.
 KB1503;SPC IL W     -   321,586.388   743,844.891   MT  0.99996484   +0 19 29.9
 KB1503;SPC IL W     - 1,055,071.34  2,440,431.11   sFT  0.99996484   +0 19 29.9
 KB1503;UTM  16      - 4,382,618.838   271,793.019   MT  1.00024123   -1 41 33.6
 KB1503
 KB1503                          SUPERSEDED SURVEY CONTROL
 KB1503
 KB1503  NAD 83(1986)-  39 33 46.53919(N)    089 39 23.14674(W) AD(       ) 4
 KB1503  NAD 27      -  39 33 46.34400(N)    089 39 22.81200(W) AD(       ) 3
 KB1503
 KB1503.Superseded values are not recommended for survey control.
 KB1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1503.See file dsdata.txt to determine how the superseded data were derived.
 KB1503
 KB1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7179382619(NAD 83)
 KB1503_MARKER: 53 = ELEVATED TANK
 KB1503
 KB1503  HISTORY     - Date     Condition        Report By
 KB1503  HISTORY     - 1960     FIRST OBSERVED   CGS
 KB1503
 KB1503                          STATION DESCRIPTION
 KB1503
 KB1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1503'THE STATION IS LOCATED ABOUT 1-1/2 BLOCKS SOUTHEAST OF THE SOUTHEAST
 KB1503'CORNER OF THE SQUARE IN DIVERNON.
 KB1503'
 KB1503'THE TANK IS A 4 LEGGED STEEL STRUCTURE, SILVER IN COLOR WITH THE NAME
 KB1503'DIVERNON PAINTED ON THE EAST SIDE IN BLACK LETTERS AND IS
 KB1503'ABOUT 120 FEET HIGH.
 KB1503'
 KB1503'THE POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1032 ***********************************************************************
 KB1032  DESIGNATION -  DIVERNON RM 1
 KB1032  PID         -  KB1032
 KB1032  STATE/COUNTY-  IL/SANGAMON
 KB1032  USGS QUAD   -  DIVERNON (1976)
 KB1032
 KB1032                         *CURRENT SURVEY CONTROL
 KB1032  ___________________________________________________________________
 KB1032* NAD 83(1986)-  39 34 04.     (N)    089 38 18.     (W)     SCALED    
 KB1032* NAVD 88     -       187.351  (meters)     614.67   (feet)  ADJUSTED  
 KB1032  ___________________________________________________________________
 KB1032  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB1032  DYNAMIC HT  -         187.247 (meters)     614.33  (feet)  COMP
 KB1032  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KB1032
 KB1032  VERT ORDER  -  SECOND    CLASS 0
 KB1032
 KB1032.The horizontal coordinates were scaled from a topographic map and have
 KB1032.an estimated accuracy of +/- 6 seconds.
 KB1032
 KB1032.The orthometric height was determined by differential leveling
 KB1032.and adjusted by the National Geodetic Survey in June 1991..
 KB1032
 KB1032.The geoid height was determined by GEOID03.
 KB1032
 KB1032.The dynamic height is computed by dividing the NAVD 88
 KB1032.geopotential number by the normal gravity value computed on the
 KB1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1032.degrees latitude (g = 980.6199 gals.).
 KB1032
 KB1032.The modeled gravity was interpolated from observed gravity values.
 KB1032
 KB1032;                    North         East    Units  Estimated Accuracy
 KB1032;SPC IL W     -   322,130.      745,400.      MT  (+/- 180 meters Scaled)
 KB1032
 KB1032                          SUPERSEDED SURVEY CONTROL
 KB1032
 KB1032  NGVD 29 (??/??/92)  187.467  (m)          615.05   (f) ADJ UNCH    2 0
 KB1032
 KB1032.Superseded values are not recommended for survey control.
 KB1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1032.See file dsdata.txt to determine how the superseded data were derived.
 KB1032
 KB1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ733831(NAD 83)
 KB1032_MARKER: DR = REFERENCE MARK DISK
 KB1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1032_STAMPING: DIVERNON NO 1 1960
 KB1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1032+STABILITY: SURFACE MOTION
 KB1032
 KB1032  HISTORY     - Date     Condition        Report By
 KB1032  HISTORY     - 1960     MONUMENTED       CGS
 KB1032  HISTORY     - 1976     GOOD             NGS
 KB1032
 KB1032                          STATION DESCRIPTION
 KB1032
 KB1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1032'0.5 MI E FROM DIVERNON.
 KB1032'0.5 MILES EAST ALONG AN OILED ROAD FROM ITS JUNCTION WITH U.S.
 KB1032'HIGHWAY 66 (FOUR LANE DUAL HIGHWAY), ABOUT 0.5 MILES EAST OF
 KB1032'THE TOWN OF DIVERNON, ABOUT 0.2 MILES EAST OF A FARM HOUSE ON
 KB1032'THE SOUTH SIDE OF THE ROAD, 25 FEET NORTH OF THE CENTER LINE
 KB1032'OF THE ROAD, 2.5 FEET SOUTH OF THE FENCE, 47 FEET NORTH OF THE
 KB1032'SIXTH TELEPHONE POLE EAST OF THE HOUSE, 43.5 FEET EAST OF TRAVERSE
 KB1032'STATION DIVERNON, 39.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 KB1032'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KB1032'PROJECTING 4 INCHES.
 KB1032
 KB1032                          STATION RECOVERY (1976)
 KB1032
 KB1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1032'TELEPHONE POLES AND FENCE NOW GONE 0.3 MILES EAST ON DIVERNON ROAD
 KB1032'FROM INTERSTATE 55 TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1031 ***********************************************************************
 KB1031  DESIGNATION -  DIVERNON RM 2
 KB1031  PID         -  KB1031
 KB1031  STATE/COUNTY-  IL/SANGAMON
 KB1031  USGS QUAD   -  DIVERNON (1976)
 KB1031
 KB1031                         *CURRENT SURVEY CONTROL
 KB1031  ___________________________________________________________________
 KB1031* NAD 83(1986)-  39 34 04.     (N)    089 38 18.     (W)     SCALED    
 KB1031* NAVD 88     -       187.362  (meters)     614.70   (feet)  ADJUSTED  
 KB1031  ___________________________________________________________________
 KB1031  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB1031  DYNAMIC HT  -         187.258 (meters)     614.36  (feet)  COMP
 KB1031  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KB1031
 KB1031  VERT ORDER  -  SECOND    CLASS 0
 KB1031
 KB1031.The horizontal coordinates were scaled from a topographic map and have
 KB1031.an estimated accuracy of +/- 6 seconds.
 KB1031
 KB1031.The orthometric height was determined by differential leveling
 KB1031.and adjusted by the National Geodetic Survey in June 1991..
 KB1031
 KB1031.The geoid height was determined by GEOID03.
 KB1031
 KB1031.The dynamic height is computed by dividing the NAVD 88
 KB1031.geopotential number by the normal gravity value computed on the
 KB1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1031.degrees latitude (g = 980.6199 gals.).
 KB1031
 KB1031.The modeled gravity was interpolated from observed gravity values.
 KB1031
 KB1031;                    North         East    Units  Estimated Accuracy
 KB1031;SPC IL W     -   322,130.      745,400.      MT  (+/- 180 meters Scaled)
 KB1031
 KB1031                          SUPERSEDED SURVEY CONTROL
 KB1031
 KB1031  NGVD 29 (??/??/92)  187.478  (m)          615.08   (f) ADJ UNCH    2 0
 KB1031
 KB1031.Superseded values are not recommended for survey control.
 KB1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1031.See file dsdata.txt to determine how the superseded data were derived.
 KB1031
 KB1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ733831(NAD 83)
 KB1031_MARKER: DR = REFERENCE MARK DISK
 KB1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1031_STAMPING: DIVERNON NO 2 1960
 KB1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1031+STABILITY: SURFACE MOTION
 KB1031
 KB1031  HISTORY     - Date     Condition        Report By
 KB1031  HISTORY     - 1960     MONUMENTED       CGS
 KB1031  HISTORY     - 1976     GOOD             NGS
 KB1031
 KB1031                          STATION DESCRIPTION
 KB1031
 KB1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1031'0.5 MI E FROM DIVERNON.
 KB1031'0.5 MILES EAST ALONG AN OILED ROAD FROM ITS JUNCTION WITH U.S.
 KB1031'HIGHWAY 66 (FOUR LANE DUAL HIGHWAY), ABOUT 0.5 MILES EAST OF
 KB1031'THE TOWN OF DIVERNON, ABOUT 0.2 MILES EAST OF A FARM HOUSE ON THE
 KB1031'SOUTH SIDE OF THE ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE
 KB1031'ROAD, 1 FOOT NORTH OF THE FENCE, 38 FEET WEST OF THE SIXTH
 KB1031'TELEPHONE POLE EAST OF THE HOUSE, 47.7 FEET SOUTH OF TRAVERSE
 KB1031'STATION DIVERNON, 50.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 KB1031'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KB1031'PROJECTING 4 INCHES.
 KB1031
 KB1031                          STATION RECOVERY (1976)
 KB1031
 KB1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1031'TELEPHONE POLES AND FENCE NOW GONE, MARK IS 3 FT INTO PLOWED FIELD
 KB1031'BUT IN GOOD CONDITION 48 FT. SOUTH OF WITNESS POST. 0.3 MILE EAST ON
 KB1031'DIVERNON ROAD FROM INTERSTATE 55 TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0415 ***********************************************************************
 JB0415  DESIGNATION -  DIX
 JB0415  PID         -  JB0415
 JB0415  STATE/COUNTY-  IL/JEFFERSON
 JB0415  USGS QUAD   -  KELL (1978)
 JB0415
 JB0415                         *CURRENT SURVEY CONTROL
 JB0415  ___________________________________________________________________
 JB0415* NAD 83(1997)-  38 26 36.84743(N)    088 56 43.26005(W)     ADJUSTED  
 JB0415* NAVD 88     -       185.882  (meters)     609.85   (feet)  ADJUSTED  
 JB0415  ___________________________________________________________________
 JB0415  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JB0415  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JB0415  DYNAMIC HT  -         185.764 (meters)     609.46  (feet)  COMP
 JB0415  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 JB0415
 JB0415  HORZ ORDER  -  SECOND
 JB0415  VERT ORDER  -  SECOND    CLASS 0
 JB0415
 JB0415.The horizontal coordinates were established by classical geodetic methods
 JB0415.and adjusted by the National Geodetic Survey in October 1999..
 JB0415
 JB0415.The orthometric height was determined by differential leveling
 JB0415.and adjusted by the National Geodetic Survey in June 1991..
 JB0415
 JB0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0415
 JB0415.The geoid height was determined by GEOID03.
 JB0415
 JB0415.The dynamic height is computed by dividing the NAVD 88
 JB0415.geopotential number by the normal gravity value computed on the
 JB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0415.degrees latitude (g = 980.6199 gals.).
 JB0415
 JB0415.The modeled gravity was interpolated from observed gravity values.
 JB0415
 JB0415;                    North         East     Units Scale Factor Converg.
 JB0415;SPC IL E     -   197,387.472   246,571.567   MT  1.00001014   -0 22 49.9
 JB0415;SPC IL E     -   647,595.40    808,960.22   sFT  1.00001014   -0 22 49.9
 JB0415;UTM  16      - 4,256,824.058   330,229.873   MT  0.99995495   -1 12 35.3
 JB0415
 JB0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0415!SPC IL E     -   0.99997561  x   1.00001014  =   0.99998575
 JB0415!UTM  16      -   0.99997561  x   0.99995495  =   0.99993056
 JB0415
 JB0415|---------------------------------------------------------------------|
 JB0415| PID    Reference Object                     Distance      Geod. Az  |
 JB0415|                                                           dddmmss.s |
 JB0415| JB0416 DIX RM 1                             20.841 METERS 05315     |
 JB0415| JB0418 DIX AZ MK                                          0611524.7 |
 JB0415| JB1758 MT VERNON RADIO STA WMIX MAST       APPROX. 8.3 KM 1655829.6 |
 JB0415| JB0417 DIX RM 2                             27.286 METERS 33416     |
 JB0415|---------------------------------------------------------------------|
 JB0415
 JB0415                          SUPERSEDED SURVEY CONTROL
 JB0415
 JB0415  NAD 83(1997)-  38 26 36.86172(N)    088 56 43.25772(W) AD(       ) 2
 JB0415  NAD 83(1986)-  38 26 36.86219(N)    088 56 43.25793(W) AD(       ) 2
 JB0415  NAD 27      -  38 26 36.68527(N)    088 56 43.02787(W) AD(       ) 2
 JB0415  NGVD 29 (??/??/92)  185.987  (m)          610.19   (f) ADJ UNCH    2 0
 JB0415
 JB0415.Superseded values are not recommended for survey control.
 JB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0415.See file dsdata.txt to determine how the superseded data were derived.
 JB0415
 JB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3023056824(NAD 83)
 JB0415_MARKER: DS = TRIANGULATION STATION DISK
 JB0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0415_STAMPING: DIX 1960
 JB0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0415+STABILITY: SURFACE MOTION
 JB0415
 JB0415  HISTORY     - Date     Condition        Report By
 JB0415  HISTORY     - 1960     MONUMENTED       CGS
 JB0415  HISTORY     - 1960     GOOD             CGS
 JB0415  HISTORY     - 1962     GOOD             CGS
 JB0415
 JB0415                          STATION DESCRIPTION
 JB0415
 JB0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0415'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTH OF SALEM, ABOUT 0.5
 JB0415'MILE NORTHWEST OF
 JB0415'THE VILLAGE OF DIX AND 0.4 MILE WEST OF STATE HIGHWAY 37.
 JB0415'
 JB0415'TO REACH THE STATION FROM THE POST OFFICE AT DIX, GO NORTH ON STATE
 JB0415'HIGHWAY 37 FOR 0.15 MILE TO
 JB0415'A SIDE STREET LEFT, TURN LEFT, GO WEST FOR 0.4 MILE
 JB0415'TO THE TOP OF GRADE AND THE STATION
 JB0415'ON THE LEFT AS DESCRIBED.
 JB0415'
 JB0415'THE STATION IS A STANDARD TRIANGULATION STAION MARK DISK SET IN THE
 JB0415'TOP OF A 14 INCH SQUARE
 JB0415'CONCRETE POST WHICH IS 15 INCHES BELOW THE SURFACE OF THE
 JB0415'GROUND AND IS STAMPED DIX
 JB0415'1960.  THE MARK IS 64.5 FEET SOUTH OF THE
 JB0415'CENTER OF THE ROAD, 57 FEET EAST-SOUTHEAST
 JB0415'OF THE SOUTHEAST CORNER OF
 JB0415'A SHED, 54.8 FEET SOUTHEAST OF THE EAST GATE POST, 52 FEET
 JB0415'SOUTH OF POWER
 JB0415'POLE WITH A TRANSFORMER, 42.4 FEET SOUTH OF FENCE, 42.5 FEET
 JB0415'SOUTH OF WITNESS POST
 JB0415'AND 34 FEET SOUTHEAST OF TRIANGLE BLAZED WALNUT TREE.
 JB0415'
 JB0415'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 JB0415'SQUARE CONCRETE POST
 JB0415'WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED DIX NO 1
 JB0415'1960.  THE MARK IS 65.5 FEET
 JB0415'EAST-SOUTHEAST OF POWER POLE WITH
 JB0415'TRANSFORMER, 53.7 FEET EAST OF WITNESS POST, 21
 JB0415'FEET SOUTH OF CENTER
 JB0415'OF ROAD AND 1 FOOT SOUTH OF FENCE.
 JB0415'
 JB0415'REFERENCE MARK NO 2 IS A STANADARD DISK SET IN THE TOP OF A 10 INCH
 JB0415'SQUARE CONCRETE POST
 JB0415'WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED DIX NO 2
 JB0415'1960.  THE MARK IS 41 FEET
 JB0415'NORTHWEST OF POWER POLE WITH A
 JB0415'TRANSFORMER, 38 FEET NORTH OF THE EAST GATE
 JB0415'POST, 20 FEET EAST OF
 JB0415'TELEPHONE POLE, 17 FEET NORTH OF CENTER OF ROAD AND 1 FOOT
 JB0415'SOUTH OF FENCE.
 JB0415'
 JB0415'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 JB0415'CONCRETE POST WHICH
 JB0415'PROJECTS ABOUT 3 INCHES AND IS STAMPED DIX 1960.  THE MARK
 JB0415'IS 37.5 FEET EAST OF CENTER
 JB0415'OF STATE HIGHWAY 37, 35.5 FEET SOUTHWEST
 JB0415'OF TELEPHONE POLE, 1.9 FEET NORTH-NORTHWEST OF
 JB0415'WITNESS POST AND 1
 JB0415'FOOT WEST OF FENCE.
 JB0415'
 JB0415'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.4 MILE TO
 JB0415'STATE HIGHWAY 37, TURN
 JB0415'LEFT, GO NORTH ON STATE HIGHWAY 37 FOR 0.2 MILE TO
 JB0415'THE MARK ON RIGHT AS DESCRIBED.
 JB0415'
 JB0415'HEIGHT OF LIGHT ABOVE STATION MARK 30.67 METERS.
 JB0415
 JB0415                          STATION RECOVERY (1960)
 JB0415
 JB0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0415'0.6 MI NW FROM DIX.
 JB0415'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0415'AT DIX, THENCE 0.45 MILE WEST ALONG AN OILED ROAD, AT A FARM
 JB0415'HOUSE NORTH OF THE ROAD AND A BOARD GATE SOUTH OF THE ROAD, 65
 JB0415'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTH OF A
 JB0415'FENCE, 55 FEET SOUTHEAST OF THE EAST END OF THE BOARD GATE,
 JB0415'127 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER
 JB0415'OF THE FARM HOUSE, 52 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH
 JB0415'A TRANSFORMER, 42.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JB0415'2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JB0415'CONCRETE POST 18 INCHES BELOW THE LEVEL OF THE GROUND.
 JB0415
 JB0415                          STATION RECOVERY (1962)
 JB0415
 JB0415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB0415'THE STATION AND ALL MARKS RECOVERED AND FOUND AS DESCRIBED IN 1960.
 JB0415'THE DISTANCES AND
 JB0415'DIRECTIONS TO ALL MARKS CHECKED.
 JB0415'
 JB0415'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0418 ***********************************************************************
 JB0418  DESIGNATION -  DIX AZ MK
 JB0418  PID         -  JB0418
 JB0418  STATE/COUNTY-  IL/JEFFERSON
 JB0418  USGS QUAD   -  KELL (1978)
 JB0418
 JB0418                         *CURRENT SURVEY CONTROL
 JB0418  ___________________________________________________________________
 JB0418* NAD 83(1986)-  38 26 47.     (N)    088 56 17.     (W)     SCALED    
 JB0418* NAVD 88     -       174.822  (meters)     573.56   (feet)  ADJUSTED  
 JB0418  ___________________________________________________________________
 JB0418  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JB0418  DYNAMIC HT  -         174.711 (meters)     573.20  (feet)  COMP
 JB0418  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 JB0418
 JB0418  VERT ORDER  -  SECOND    CLASS 0
 JB0418
 JB0418.The horizontal coordinates were scaled from a topographic map and have
 JB0418.an estimated accuracy of +/- 6 seconds.
 JB0418
 JB0418.The orthometric height was determined by differential leveling
 JB0418.and adjusted by the National Geodetic Survey in June 1991..
 JB0418
 JB0418.The geoid height was determined by GEOID03.
 JB0418
 JB0418.The dynamic height is computed by dividing the NAVD 88
 JB0418.geopotential number by the normal gravity value computed on the
 JB0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0418.degrees latitude (g = 980.6199 gals.).
 JB0418
 JB0418.The modeled gravity was interpolated from observed gravity values.
 JB0418
 JB0418;                    North         East    Units  Estimated Accuracy
 JB0418;SPC IL E     -   197,700.      247,210.      MT  (+/- 180 meters Scaled)
 JB0418
 JB0418                          SUPERSEDED SURVEY CONTROL
 JB0418
 JB0418  NGVD 29 (??/??/92)  174.928  (m)          573.91   (f) ADJ UNCH    2 0
 JB0418
 JB0418.Superseded values are not recommended for survey control.
 JB0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0418.See file dsdata.txt to determine how the superseded data were derived.
 JB0418
 JB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH308571(NAD 83)
 JB0418_MARKER: DZ = AZIMUTH MARK DISK
 JB0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0418_STAMPING: DIX 1960
 JB0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0418+STABILITY: SURFACE MOTION
 JB0418
 JB0418  HISTORY     - Date     Condition        Report By
 JB0418  HISTORY     - 1960     MONUMENTED       CGS
 JB0418
 JB0418                          STATION DESCRIPTION
 JB0418
 JB0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0418'0.4 MI N FROM DIX.
 JB0418'ABOUT 0.35 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0418'AT DIX, ABOUT 0.05 MILE SOUTH OF A HOUSE WEST OF THE HIGHWAY,
 JB0418'ABOUT 0.1 MILE NORTH OF THE CITY LIMITS SIGN, ABOUT 0.05 MILE
 JB0418'SOUTH OF A CROSS ROAD, 38 FEET EAST OF THE CENTER LINE OF THE
 JB0418'HIGHWAY, 238 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE DRIVE
 JB0418'WEST TO THE FARM HOUSE, 1 FOOT WEST OF A FENCE, 2.1 FEET
 JB0418'NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0418'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JB0418'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0416 ***********************************************************************
 JB0416  DESIGNATION -  DIX RM 1
 JB0416  PID         -  JB0416
 JB0416  STATE/COUNTY-  IL/JEFFERSON
 JB0416  USGS QUAD   -  KELL (1978)
 JB0416
 JB0416                         *CURRENT SURVEY CONTROL
 JB0416  ___________________________________________________________________
 JB0416* NAD 83(1986)-  38 26 36.     (N)    088 56 43.     (W)     SCALED    
 JB0416* NAVD 88     -       186.772  (meters)     612.77   (feet)  ADJUSTED  
 JB0416  ___________________________________________________________________
 JB0416  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JB0416  DYNAMIC HT  -         186.654 (meters)     612.38  (feet)  COMP
 JB0416  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 JB0416
 JB0416  VERT ORDER  -  SECOND    CLASS 0
 JB0416
 JB0416.The horizontal coordinates were scaled from a topographic map and have
 JB0416.an estimated accuracy of +/- 6 seconds.
 JB0416
 JB0416.The orthometric height was determined by differential leveling
 JB0416.and adjusted by the National Geodetic Survey in June 1991..
 JB0416
 JB0416.The geoid height was determined by GEOID03.
 JB0416
 JB0416.The dynamic height is computed by dividing the NAVD 88
 JB0416.geopotential number by the normal gravity value computed on the
 JB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0416.degrees latitude (g = 980.6199 gals.).
 JB0416
 JB0416.The modeled gravity was interpolated from observed gravity values.
 JB0416
 JB0416;                    North         East    Units  Estimated Accuracy
 JB0416;SPC IL E     -   197,360.      246,580.      MT  (+/- 180 meters Scaled)
 JB0416
 JB0416                          SUPERSEDED SURVEY CONTROL
 JB0416
 JB0416  NGVD 29 (??/??/92)  186.877  (m)          613.11   (f) ADJ UNCH    2 0
 JB0416
 JB0416.Superseded values are not recommended for survey control.
 JB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0416.See file dsdata.txt to determine how the superseded data were derived.
 JB0416
 JB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH302567(NAD 83)
 JB0416_MARKER: DR = REFERENCE MARK DISK
 JB0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0416_STAMPING: DIX NO 1 1960
 JB0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0416+STABILITY: SURFACE MOTION
 JB0416
 JB0416  HISTORY     - Date     Condition        Report By
 JB0416  HISTORY     - 1960     MONUMENTED       CGS
 JB0416
 JB0416                          STATION DESCRIPTION
 JB0416
 JB0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0416'0.6 MI NW FROM DIX.
 JB0416'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0416'AT DIX, THENCE 0.45 MILE WEST ALONG AN ASPHALT ROAD, AT A FARM
 JB0416'HOUSE NORTH OF THE ROAD AND A BOARD GATE SOUTH OF THE ROAD, 23
 JB0416'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 JB0416'FENCE, 89 FEET EAST OF THE EAST END OF THE BOARD GATE, 62 FEET
 JB0416'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER
 JB0416'OF THE FARM HOUSE, 67 FEET EAST OF A POWER POLE WITH A
 JB0416'TRANSFORMER, 68.4 FEET NORTHEAST OF TRIANGULATION STATION DIX,
 JB0416'53.7 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0416'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0416'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0417 ***********************************************************************
 JB0417  DESIGNATION -  DIX RM 2
 JB0417  PID         -  JB0417
 JB0417  STATE/COUNTY-  IL/JEFFERSON
 JB0417  USGS QUAD   -  KELL (1978)
 JB0417
 JB0417                         *CURRENT SURVEY CONTROL
 JB0417  ___________________________________________________________________
 JB0417* NAD 83(1986)-  38 26 36.     (N)    088 56 43.     (W)     SCALED    
 JB0417* NAVD 88     -       187.116  (meters)     613.90   (feet)  ADJUSTED  
 JB0417  ___________________________________________________________________
 JB0417  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JB0417  DYNAMIC HT  -         186.997 (meters)     613.51  (feet)  COMP
 JB0417  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 JB0417
 JB0417  VERT ORDER  -  SECOND    CLASS 0
 JB0417
 JB0417.The horizontal coordinates were scaled from a topographic map and have
 JB0417.an estimated accuracy of +/- 6 seconds.
 JB0417
 JB0417.The orthometric height was determined by differential leveling
 JB0417.and adjusted by the National Geodetic Survey in June 1991..
 JB0417
 JB0417.The geoid height was determined by GEOID03.
 JB0417
 JB0417.The dynamic height is computed by dividing the NAVD 88
 JB0417.geopotential number by the normal gravity value computed on the
 JB0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0417.degrees latitude (g = 980.6199 gals.).
 JB0417
 JB0417.The modeled gravity was interpolated from observed gravity values.
 JB0417
 JB0417;                    North         East    Units  Estimated Accuracy
 JB0417;SPC IL E     -   197,360.      246,580.      MT  (+/- 180 meters Scaled)
 JB0417
 JB0417                          SUPERSEDED SURVEY CONTROL
 JB0417
 JB0417  NGVD 29 (??/??/92)  187.221  (m)          614.24   (f) ADJ UNCH    2 0
 JB0417
 JB0417.Superseded values are not recommended for survey control.
 JB0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0417.See file dsdata.txt to determine how the superseded data were derived.
 JB0417
 JB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH302567(NAD 83)
 JB0417_MARKER: DR = REFERENCE MARK DISK
 JB0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0417_STAMPING: DIX NO 2 1960
 JB0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0417+STABILITY: SURFACE MOTION
 JB0417
 JB0417  HISTORY     - Date     Condition        Report By
 JB0417  HISTORY     - 1960     MONUMENTED       CGS
 JB0417
 JB0417                          STATION DESCRIPTION
 JB0417
 JB0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0417'0.6 MI NW FROM DIX.
 JB0417'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0417'IN DIX, THENCE 0.45 MILE WEST ALONG AN OILED ROAD, AT A FARM
 JB0417'HOUSE NORTH OF THE ROAD AND A BOARD GATE SOUTH OF THE ROAD, 16
 JB0417'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 JB0417'FENCE, 40 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER,
 JB0417'38 FEET NORTH OF THE EAST END OF THE BOARD GATE, 89.6 FEET
 JB0417'NORTHWEST OF TRIANGULATION STATION DIX, 55.4 FEET NORTHWEST OF
 JB0417'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 JB0417'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0670 ***********************************************************************
 MF0670  DESIGNATION -  DIXON
 MF0670  PID         -  MF0670
 MF0670  STATE/COUNTY-  IL/LEE
 MF0670  USGS QUAD   -  DIXON EAST (1983)
 MF0670
 MF0670                         *CURRENT SURVEY CONTROL
 MF0670  ___________________________________________________________________
 MF0670* NAD 83(1986)-  41 50 44.     (N)    089 29 10.     (W)     SCALED    
 MF0670* NAVD 88     -       199.996  (meters)     656.15   (feet)  ADJUSTED  
 MF0670  ___________________________________________________________________
 MF0670  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0670  DYNAMIC HT  -         199.925 (meters)     655.92  (feet)  COMP
 MF0670  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 MF0670
 MF0670  VERT ORDER  -  SECOND    CLASS 0
 MF0670
 MF0670.The horizontal coordinates were scaled from a topographic map and have
 MF0670.an estimated accuracy of +/- 6 seconds.
 MF0670
 MF0670.The orthometric height was determined by differential leveling
 MF0670.and adjusted by the National Geodetic Survey in June 1991..
 MF0670
 MF0670.The geoid height was determined by GEOID03.
 MF0670
 MF0670.The dynamic height is computed by dividing the NAVD 88
 MF0670.geopotential number by the normal gravity value computed on the
 MF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0670.degrees latitude (g = 980.6199 gals.).
 MF0670
 MF0670.The modeled gravity was interpolated from observed gravity values.
 MF0670
 MF0670;                    North         East    Units  Estimated Accuracy
 MF0670;SPC IL W     -   575,150.      756,520.      MT  (+/- 180 meters Scaled)
 MF0670
 MF0670                          SUPERSEDED SURVEY CONTROL
 MF0670
 MF0670  NGVD 29 (??/??/92)  200.069  (m)          656.39   (f) ADJ UNCH    2 0
 MF0670
 MF0670.Superseded values are not recommended for survey control.
 MF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0670.See file dsdata.txt to determine how the superseded data were derived.
 MF0670
 MF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM936356(NAD 83)
 MF0670_MARKER: DB = BENCH MARK DISK
 MF0670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0670_SP_SET: BRIDGE
 MF0670_STAMPING: DIXON 1934
 MF0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0670
 MF0670  HISTORY     - Date     Condition        Report By
 MF0670  HISTORY     - 1934     MONUMENTED       CGS
 MF0670  HISTORY     - 1943     GOOD             NGS
 MF0670  HISTORY     - 1981     MARK NOT FOUND   USGS
 MF0670  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 MF0670  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF0670  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF0670
 MF0670                          STATION DESCRIPTION
 MF0670
 MF0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MF0670'AT DIXON.
 MF0670'AT DIXON, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF PEORIA
 MF0670'AVENUE AND LINCOLN STATUE DRIVE, AT THE NORTH END OF THE PEORIA
 MF0670'AVENUE BRIDGE OVER ROCK RIVER, IN THE TOP OF THE SIDEWALK, 1 INCH
 MF0670'EAST OF THE WEST CONCRETE RAILING, AND 25 FEET SOUTH OF THE END
 MF0670'OF THE RAILING.
 MF0670
 MF0670                          STATION RECOVERY (1981)
 MF0670
 MF0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MF0670'MARK NOT FOUND.
 MF0670
 MF0670                          STATION RECOVERY (1995)
 MF0670
 MF0670'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0670'MARK NOT FOUND.
 MF0670
 MF0670                          STATION RECOVERY (2002)
 MF0670
 MF0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0670'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0670
 MF0670                          STATION RECOVERY (2003)
 MF0670
 MF0670'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1670 ***********************************************************************
 JB1670  DESIGNATION -  DIXON
 JB1670  PID         -  JB1670
 JB1670  STATE/COUNTY-  IL/EDWARDS
 JB1670  USGS QUAD   -  ALBION SOUTH (1971)
 JB1670
 JB1670                         *CURRENT SURVEY CONTROL
 JB1670  ___________________________________________________________________
 JB1670* NAD 83(1997)-  38 16 51.85021(N)    088 06 38.83414(W)     ADJUSTED  
 JB1670* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 JB1670  ___________________________________________________________________
 JB1670  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JB1670  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB1670
 JB1670  HORZ ORDER  -  FIRST
 JB1670
 JB1670.The horizontal coordinates were established by classical geodetic methods
 JB1670.and adjusted by the National Geodetic Survey in October 1999..
 JB1670
 JB1670.The orthometric height was scaled from a topographic map.
 JB1670
 JB1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1670
 JB1670.The geoid height was determined by GEOID03.
 JB1670
 JB1670;                    North         East     Units Scale Factor Converg.
 JB1670;SPC IL E     -   179,195.972   319,471.454   MT  0.99997967   +0 08 16.3
 JB1670;SPC IL E     -   587,912.12  1,048,132.60   sFT  0.99997967   +0 08 16.3
 JB1670;UTM  16      - 4,237,584.480   402,847.813   MT  0.99971624   -0 41 17.6
 JB1670
 JB1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1670!SPC IL E     -   0.99998099  x   0.99997967  =   0.99996066
 JB1670!UTM  16      -   0.99998099  x   0.99971624  =   0.99969724
 JB1670
 JB1670:                Primary Azimuth Mark                     Grid Az
 JB1670:SPC IL E     -  POTTER                                   138 48 41.1
 JB1670:UTM  16      -  POTTER                                   139 38 15.0
 JB1670
 JB1670|---------------------------------------------------------------------|
 JB1670| PID    Reference Object                     Distance      Geod. Az  |
 JB1670|                                                           dddmmss.s |
 JB1670| JB0279 POTTER                              APPROX. 7.2 KM 1385657.4 |
 JB1670| CI4285 DIXON RM 1                           25.543 METERS 22004     |
 JB1670| CI4286 DIXON RM 2                           26.988 METERS 29759     |
 JB1670|---------------------------------------------------------------------|
 JB1670
 JB1670                          SUPERSEDED SURVEY CONTROL
 JB1670
 JB1670  NAD 83(1997)-  38 16 51.85036(N)    088 06 38.83405(W) AD(       ) 1
 JB1670  NAD 83(1997)-  38 16 51.86071(N)    088 06 38.83269(W) AD(       ) 1
 JB1670  NAD 83(1986)-  38 16 51.86248(N)    088 06 38.83411(W) AD(       ) 1
 JB1670  NAD 27      -  38 16 51.69200(N)    088 06 38.70305(W) AD(       ) 1
 JB1670
 JB1670.Superseded values are not recommended for survey control.
 JB1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1670.See file dsdata.txt to determine how the superseded data were derived.
 JB1670
 JB1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0284837584(NAD 83)
 JB1670_MARKER: DS = TRIANGULATION STATION DISK
 JB1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1670
 JB1670  HISTORY     - Date     Condition        Report By
 JB1670  HISTORY     - 1961     MONUMENTED       CGS
 JB1670  HISTORY     - 1967     GOOD             CGS
 JB1670
 JB1670                          STATION DESCRIPTION
 JB1670
 JB1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1670'THE STATION IS ABOUT 7.5 MILES SOUTH-SOUTHWEST OF ALBION, ABOUT 6
 JB1670'MILES WEST-NORTHWEST
 JB1670'OF GRAYVILLE, IN THE NORTHWEST .25 OF SEC 9, T 3N , R
 JB1670'10 E , AND ON THE PROPERTY OF MR
 JB1670'THOMAS COWLING.  IT IS 28 FEET SOUTH
 JB1670'OF THE CENTERLINE OF A GRAVELED ROAD, 28 FEET NORTH
 JB1670'OF A TWIN TRUNKED
 JB1670'OAK TREE, 16 FEET SOUTH OF A 12 INCH TREE WITH A TRIANGULAR BLAZE ON
 JB1670'THE NORTH SIDE AND
 JB1670'6 FEET WEST OF A WITNESS POST.  THE MONUMENT
 JB1670'PROJECTS 4 INCHES AND THE DISK IS
 JB1670'STAMPED DIXON 1961.
 JB1670'
 JB1670'TO REACH FROM THE POST OFFICE IN ALBION, GO WEST ON STATE HIGHWAY 15
 JB1670'FOR 0.85 MILE TO A SIDE
 JB1670'ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 JB1670'4.5 MILES TO A CROSSROAD AND THE
 JB1670'MT ZION CHURCH ON THE LEFT.  TURN
 JB1670'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.5 MILES TO A CROSSROAD.
 JB1670'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A SIDE
 JB1670'ROAD LEFT.
 JB1670'CONTINUE SOUTH, WEST AND SOUTH ON A GRAVELED ROAD FOR 0.5
 JB1670'MILE TO A SIDE ROAD RIGHT.
 JB1670'TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 JB1670'FOR 0.1 MILE TO A TRIANGULAR BLAZED TREE AND
 JB1670'THE STATION ON THE LEFT.
 JB1670'
 JB1670'REFERENCE MARK 1 IS 91 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 JB1670'ROAD AND 58 FEET SOUTHWEST
 JB1670'OF THE TWIN TRUNKED OAK TREE.  THE MONUMENT PROJECTS 2
 JB1670'INCHES AND THE DISK IS STAMPED DIXON NO 1 1961.
 JB1670'
 JB1670'REFERENCE MARK 2 IS 40 FEET WEST OF A TELEPHONE POLE, 13 FEET NORTH
 JB1670'OF THE CENTERLINE OF
 JB1670'THE GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 JB1670'THE MONUMENT PROJECTS 3 INCHES
 JB1670'AND THE DISK IS STAMPED DIXON NO 2 1961.
 JB1670'
 JB1670'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 JB1670'
 JB1670'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1670
 JB1670                          STATION RECOVERY (1967)
 JB1670
 JB1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1670'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JB1670'CONDITION.  THE
 JB1670'DIRECTION TO THE REFERENCE MARKS CHECKED BUT THE
 JB1670'MEASUREMENTS WERE FOUND TO BE
 JB1670'REVERSED.  THE DISTANCE TO R M NO 1 IS
 JB1670'25.543 METERS INSTEAD OF 26.988 METERS AND THE
 JB1670'DISTANCE TO R M NO 2
 JB1670'IS 26.988 METERS INSTEAD OF 25.521 METERS AS IS SHOWN ON THE 1961
 JB1670'DESCRIPTION.
 JB1670'
 JB1670'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JB1670'
 JB1670'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF ALBION, 6.5 MILES
 JB1670'WEST OF GRAYSVILLE
 JB1670'AND ON PROPERTY OWNED BY MR THOMAS COWLING.
 JB1670'
 JB1670'TO REACH THE STATION FROM THE POST OFFICE IN ALBION, GO WEST ON STATE
 JB1670'HIGHWAY 15 FOR
 JB1670'0.85 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 JB1670'ON A PAVED ROAD FOR 4.5 MILE TO A
 JB1670'CROSSROAD.  TURN RIGHT AND GO WEST
 JB1670'ON A GRAVELED ROAD FOR 1.55 MILES TO A CROSSROAD.
 JB1670'TURN LEFT AND GO
 JB1670'SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT.  CONTINUE
 JB1670'SOUTH AND WEST AND
 JB1670'SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO A SIDE
 JB1670'ROAD RIGHT.  TURN RIGHT AND GO WEST
 JB1670'ON A GRAVELED ROAD FOR 0.1 MILE
 JB1670'TO THE STATION ON THE LEFT.
 JB1670'
 JB1670'ALL MARKS ARE STANDARD DISKS SET IN SQUARE CONCRETE MONUMENTS.
 JB1670'
 JB1670'STATION MARK, STAMPED DIXON 1961 PROJECTS 3 INCHES.  IT IS 28 FEET
 JB1670'SOUTH OF THE
 JB1670'CENTER OF THE GRAVELED ROAD, 16 FEET SOUTH OF A 12-INCH
 JB1670'TREE WITH A TRIANGLE BLAZED ON
 JB1670'THE NORTH SIDE AND 6 FEET WEST OF A
 JB1670'METAL WITNESS POST.
 JB1670'
 JB1670'R M NO 1, STAMPED DIXON NO 1 1961 IS SET FLUSH WITH THE GROUND
 JB1670'SURFACE.  IT IS 91
 JB1670'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 8
 JB1670'FEET SOUTHWEST OF A 12-INCH OAK TREE
 JB1670'AND 7 FEET SOUTHEAST OF A
 JB1670'12-INCH OAK TREE.
 JB1670'
 JB1670'R M NO 2, STAMPED DIXON NO 2 1961 PROJECTS 3 INCHES.  IT IS 12 FEET
 JB1670'NORTH OF THE
 JB1670'CENTER OF THE GRAVELED ROAD, 1.2 FEET SOUTHEAST OF A
 JB1670'METAL WITNESS POST AND 0.8 FOOT
 JB1670'SOUTH OF A FENCE.
 JB1670'
 JB1670'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1758 ***********************************************************************
 MF1758  DESIGNATION -  DIXON
 MF1758  PID         -  MF1758
 MF1758  STATE/COUNTY-  IL/LEE
 MF1758  USGS QUAD   -  DIXON EAST (1983)
 MF1758
 MF1758                         *CURRENT SURVEY CONTROL
 MF1758  ___________________________________________________________________
 MF1758* NAD 83(1997)-  41 52 22.94275(N)    089 28 32.57928(W)     ADJUSTED  
 MF1758* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 MF1758  ___________________________________________________________________
 MF1758  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MF1758  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF1758
 MF1758  HORZ ORDER  -  FIRST
 MF1758
 MF1758.The horizontal coordinates were established by classical geodetic methods
 MF1758.and adjusted by the National Geodetic Survey in October 1999..
 MF1758
 MF1758.The orthometric height was scaled from a topographic map.
 MF1758
 MF1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1758
 MF1758.The geoid height was determined by GEOID03.
 MF1758
 MF1758;                    North         East     Units Scale Factor Converg.
 MF1758;SPC IL W     -   578,212.513   757,356.181   MT  0.99998164   +0 27 40.4
 MF1758;SPC IL W     - 1,897,018.89  2,484,759.40   sFT  0.99998164   +0 27 40.4
 MF1758;UTM  16      - 4,638,643.800   294,552.916   MT  1.00011941   -1 39 11.1
 MF1758
 MF1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1758!SPC IL W     -   0.99996643  x   0.99998164  =   0.99994807
 MF1758!UTM  16      -   0.99996643  x   1.00011941  =   1.00008584
 MF1758
 MF1758|---------------------------------------------------------------------|
 MF1758| PID    Reference Object                     Distance      Geod. Az  |
 MF1758|                                                           dddmmss.s |
 MF1758| MF1612 DIXON STATE HOSPITAL STACK          326.857 METERS 02936     |
 MF1758| CI6907 DIXON RM 1                           48.637 METERS 04515     |
 MF1758| CI6906 DIXON AZ MK RESET                                  0611736.6 |
 MF1758| MF1606 DIXON MENDUSA CEMENT CO STACK       APPROX. 2.2 KM 1265341.7 |
 MF1758| MF1605 GREEN RIVER ORD PLT N WTR TANK      APPROX.14.5 KM 1543200.0 |
 MF1758| MF1602 DIXON STATE HOSP WATER TANK          63.584 METERS 20006     |
 MF1758| MF1608 DIXON BORDEN CO STACK               APPROX. 3.5 KM 2102207.6 |
 MF1758| MF1712 PEEK HOME FOR CHILDREN WTR TK       APPROX. 9.9 KM 3151525.6 |
 MF1758| MF1713 POLO INDUSTRIAL MFG CO STACK        APPROX.13.2 KM 3182304.9 |
 MF1758| CI6908 DIXON RM 2                           36.006 METERS 32131     |
 MF1758| CI6905 DIXON AZ MK                                        3410002.8 |
 MF1758|---------------------------------------------------------------------|
 MF1758
 MF1758                          SUPERSEDED SURVEY CONTROL
 MF1758
 MF1758  NAD 83(1997)-  41 52 22.94288(N)    089 28 32.57936(W) AD(       ) 1
 MF1758  NAD 83(1986)-  41 52 22.94576(N)    089 28 32.58465(W) AD(       ) 1
 MF1758  NAD 27      -  41 52 22.82970(N)    089 28 32.20830(W) AD(       ) 1
 MF1758
 MF1758.Superseded values are not recommended for survey control.
 MF1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1758.See file dsdata.txt to determine how the superseded data were derived.
 MF1758
 MF1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9455338644(NAD 83)
 MF1758_MARKER: DS = TRIANGULATION STATION DISK
 MF1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1758
 MF1758  HISTORY     - Date     Condition        Report By
 MF1758  HISTORY     - 1935     MONUMENTED       CGS
 MF1758  HISTORY     - 1943     GOOD             CGS
 MF1758  HISTORY     - 1954     GOOD             CGS
 MF1758  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 MF1758  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF1758  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF1758
 MF1758                          STATION DESCRIPTION
 MF1758
 MF1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1758'THIS STATION IS ABOUT 1-1/2 MILES NORTH OF THE HEART OF DIXON
 MF1758'ON THE GROUNDS OF THE DIXON STATE HOSPITAL.  IN THE NORTHEAST
 MF1758'1/4 OF SEC. 29 T 22 N R 9 E.  THE STATION MARK IS ON THE LOT
 MF1758'OCCUPIED BY THE HOSPITAL WATER TANK.  208.61 FEET NORTHEAST
 MF1758'OF THE CENTER OF TANK.  205 FEET SOUTHEAST OF THE SOUTHEAST
 MF1758'CORNER OF AMUSEMENT BUILDING.  120 FEET SOUTH OF SOUTHWEST
 MF1758'CORNER OF INDUSTRIAL SHOP.  THE MARK IS FLUSH WITH THE GROUND.
 MF1758'
 MF1758'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 MF1758'TABLETS SET IN CONCRETE.
 MF1758'
 MF1758'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  47 FEET
 MF1758'EAST OF THE SOUTHEAST CORNER OF INDUSTRIAL BUILDING.  1 FOOT
 MF1758'WEST OF SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND.
 MF1758'
 MF1758'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  87 FEET
 MF1758'SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF AMUSEMENT BUILDING.
 MF1758'1 FOOT EAST OF SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND.
 MF1758'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 187.64 FEET.
 MF1758'
 MF1758'THE AZIMUTH MARK IS NORTH OF THE STATION ON THE HOSPITAL
 MF1758'GROUNDS.  ABOUT 50 YARDS NORTH OF DINING ROOM A-3.  4 FEET
 MF1758'NORTHEAST OF LAMP POST.  15 FEET NORTHWEST OF THE CENTER-LINE
 MF1758'OF DRIVE.  THE MARK IS FLUSH WITH THE GROUND.
 MF1758'
 MF1758'A 100-FOOT SIGNAL AT LONG IS VISIBLE AT 50 FEET.
 MF1758'
 MF1758'A 100-FOOT SIGNAL AT JECKLIN IS VISIBLE AT 77 FEET.
 MF1758'
 MF1758'AN 87-FOOT SIGNAL AT STERLING IS VISIBLE AT 50 FEET.
 MF1758
 MF1758                          STATION RECOVERY (1943)
 MF1758
 MF1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (WB)
 MF1758'STATION RECOVERED AS DESCRIBED.  CONCRETE BLOCK IS CHIPPED
 MF1758'SLIGHTLY.  STATION IS IN THAT PORTION OF THE GROUNDS RESERVED
 MF1758'FOR THE FEMALE PATIENTS.  SUPERVISORS OR MATRONS WILL GRANT
 MF1758'PERMISSION TO VISIT THE MARK.
 MF1758'
 MF1758'R.M. 1-RECOVERED AS DESCRIBED.  R.M. 2 RECOVERED AS DESCRIBED.
 MF1758'IS OPPOSITE CENTERLINE OF T-ROAD TO EAST.
 MF1758'
 MF1758'AZIMUTH MARK-NOT SOUGHT FOR.
 MF1758'
 MF1758'STATION AND GROUNDS MAY BE REACHED FROM DIXON BY TAKING ANY
 MF1758'CONVENIENT STREET TO BRINTON AVENUE (A NORTH-SOUTH STREET
 MF1758'AND THE MAIN ROAD TO THE HOSPITAL) AND TRAVELING NORTHWARD
 MF1758'TO THE HOSPITAL GROUNDS WHICH ARE PLAINLY MARKED AND EASILY
 MF1758'IDENTIFIED BY THE COLONIAL STYLE OF ARCHITECTURE.  TAKE
 MF1758'ANY CONVENIENT ROAD INSIDE THE HOSPITAL GROUNDS TO THE NORTH
 MF1758'SIDE OF THE LARGE SILVER COLORED WATER TANK.  MARK IS EASILY
 MF1758'LOCATED AS IT PROJECTS ABOUT FIVE INCHES ON A GRASSY HILL.
 MF1758
 MF1758                          STATION RECOVERY (1954)
 MF1758
 MF1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1758'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 MF1758'AZIMUTH MARK WAS NO LONGER VISIBLE FROM THE GROUND SO A NEW
 MF1758'AZIMUTH MARK WAS ESTABLISHED.  THE DISTANCE TO THE REFERENCE
 MF1758'MARKS FAILED TO CHECK.  THE DIRECTION TO R.M. NO. 1 FROM THE
 MF1758'AZIMUTH MARK FAILED TO CHECK BUT THE DIRECTION TO R.M. NO. 2
 MF1758'CHECKED.  SEVERAL NEW BUILDINGS ARE IN THE AREA NEAR THE
 MF1758'STATION AND MEASUREMENTS AS SHOWN BELOW SHOULD BE INCLUDED IN
 MF1758'ADDITION TO MEASUREMENTS OF THE ORIGINAL DESCRIPTION.  THE
 MF1758'ORIGINAL AZIMUTH MARK WAS DESTROYED BY THIS PARTY.
 MF1758'
 MF1758'STATION IS 137 FEET SOUTHWEST OF THE SOUTHEAST CORNER AND 120
 MF1758'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF BOYS BUILDING NO. 1,
 MF1758'87 FEET SOUTH OF A FIRE HYDRANT AND 13 FEET EAST OF AN IRON
 MF1758'GRATING AT THE EAST END OF A SIDEWALK.  THE MARK IS FLUSH AND
 MF1758'THE DISK IS STAMPED DIXON 1935.
 MF1758'
 MF1758'REFERENCE MARK NO. 1 IS 159.57 FEET NORTHEAST OF THE STATION,
 MF1758'58 FEET WEST OF THE SOUTHWEST CORNER OF THE ISOLATION HOSPITAL,
 MF1758'29 FEET NORTHEAST OF A STREET INTERSECTION AND 1 FOOT WEST OF
 MF1758'THE WEST EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK
 MF1758'IS STAMPED DIXON NO 1 1935.
 MF1758'
 MF1758'REFERENCE MARK NO. 2 IS 118.13 FEET NORTHWEST OF THE STATION,
 MF1758'63 FEET WEST OF THE SOUTHWEST CORNER OF BOYS BUILDING NO. 1
 MF1758'AND 1 FOOT EAST OF THE EAST EDGE OF A SIDEWALK.  THE MARK
 MF1758'IS FLUSH AND THE DISK IS STAMPED DIXON NO 2 1954.
 MF1758'
 MF1758'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET FLUSH
 MF1758'IN A DRILL HOLE IN THE TOP OF THE CONCRETE HANDRAIL AT THE
 MF1758'SOUTHEAST CORNER OF A RAILROAD OVERPASS, 5 FEET EAST OF OF
 MF1758'THE EAST RAIL.  IT IS ABOUT 0.2 MILE NORTHEAST OF THE STATION
 MF1758'AND IS STAMPED DIXON 1935 RESET 1954.
 MF1758'
 MF1758'TO REACH THE STATION FROM THE POST OFFICE IN DIXON, GO NORTH
 MF1758'OF U.S. HIGHWAY 30A FOR 0.35 MILE TO BOYD STREET, TURN RIGHT
 MF1758'AND GO EAST ON BOYD STREET FOR 0.15 MILE TO BRINTON AVE., TURN
 MF1758'RIGHT AND GO NORTH ON BRINTON AVE. FOR 1.8 MILES TO HOSPITAL
 MF1758'ENTRANCE ON THE RIGHT, TURN RIGHT AND GO 0.1 MILE TO A FORK,
 MF1758'KEEP RIGHT AND FOLLOW PAVED STREET FOR 0.45 MILE PASSING
 MF1758'TO THE RIGHT OF THE ADMINISTRATION BUILDING TO THE WATER TANK
 MF1758'AND STATION NEAR THE TANK AS DESCRIBED.
 MF1758'
 MF1758'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PAVED
 MF1758'STREET FOR 0.1 MILE, TURN RIGHT AND GO EASTERLY ON PAVED
 MF1758'STREET FOR 0.2 MILE TO A RAILROAD OVERPASS AND THE MARK IN
 MF1758'THE TOP OF OVERPASS AS DESCRIBED.
 MF1758'
 MF1758'DISTANCES AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 MF1758'
 MF1758'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MF1758
 MF1758                          STATION RECOVERY (1995)
 MF1758
 MF1758'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1758'MARK NOT FOUND.
 MF1758
 MF1758                          STATION RECOVERY (2002)
 MF1758
 MF1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1758
 MF1758                          STATION RECOVERY (2003)
 MF1758
 MF1758'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1758'DIXON STATE HOSPITAL IS NOW A PRISON. ACCESS TO THE PROPERTY WAS
 MF1758'DENIED. THE STATION, RM 1, RM 2 AND THE AZIMUTH WERE NOT SEARCHED FOR.
 MF1758' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1608 ***********************************************************************
 MF1608  DESIGNATION -  DIXON BORDEN CO STACK
 MF1608  PID         -  MF1608
 MF1608  STATE/COUNTY-  IL/LEE
 MF1608  USGS QUAD   -  DIXON EAST (1983)
 MF1608
 MF1608                         *CURRENT SURVEY CONTROL
 MF1608  ___________________________________________________________________
 MF1608* NAD 83(1997)-  41 50 46.04594(N)    089 29 48.50842(W)     ADJUSTED  
 MF1608* NAVD 88     -                                                        
 MF1608  ___________________________________________________________________
 MF1608  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MF1608  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1608
 MF1608  HORZ ORDER  -  THIRD
 MF1608
 MF1608.The horizontal coordinates were established by classical geodetic methods
 MF1608.and adjusted by the National Geodetic Survey in October 1999..
 MF1608
 MF1608
 MF1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1608
 MF1608.The geoid height was determined by GEOID03.
 MF1608
 MF1608;                    North         East     Units Scale Factor Converg.
 MF1608;SPC IL W     -   575,209.236   755,628.684   MT  0.99997924   +0 26 48.8
 MF1608;SPC IL W     - 1,887,165.64  2,479,091.77   sFT  0.99997924   +0 26 48.8
 MF1608;UTM  16      - 4,635,705.861   292,715.559   MT  1.00012875   -1 39 58.7
 MF1608
 MF1608                          SUPERSEDED SURVEY CONTROL
 MF1608
 MF1608  NAD 83(1997)-  41 50 46.04597(N)    089 29 48.50849(W) AD(       ) 4
 MF1608  NAD 83(1986)-  41 50 46.04511(N)    089 29 48.51744(W) AD(       ) 4
 MF1608  NAD 27      -  41 50 45.91600(N)    089 29 48.15000(W) AD(       ) 3
 MF1608
 MF1608.Superseded values are not recommended for survey control.
 MF1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1608.See file dsdata.txt to determine how the superseded data were derived.
 MF1608
 MF1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9271635706(NAD 83)
 MF1608_MARKER: 63 = STACK
 MF1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1608+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 MF1608
 MF1608  HISTORY     - Date     Condition        Report By
 MF1608  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1608  HISTORY     - 1954     GOOD             CGS
 MF1608  HISTORY     - 19950811 GOOD             USPSQD
 MF1608  HISTORY     - 20020114 GOOD             NGS
 MF1608  HISTORY     - 20030423 GOOD             USPSQD
 MF1608
 MF1608                          STATION DESCRIPTION
 MF1608
 MF1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1608'THIS STATION IS THE STACK AT THE BORDEN COMPANY ON THE WEST SIDE
 MF1608'OF THE CITY OF DIXON, ILLINOIS.  IT IS LOCATED ABOUT 0.2 MILE
 MF1608'WEST OF THE CITY LIMITS AND ABOUT 340 FEET SOUTH OF U.S. ROUTE
 MF1608'30, IN THE NORTHERN HALF OF SEC. 7 T 21 N R 9 E.  THE STACK WAS
 MF1608'ERECTED IN 1917.  IT IS FAIRLY PROMINENT.
 MF1608'
 MF1608'THE STACK IS A SQUARE TAPERING YELLOW BRICK STRUCTURE ON THE
 MF1608'SOUTH SIDE OF THE BOILER HOUSE.  IT IS ABOUT 14 FEET SQUARE
 MF1608'AND ABOUT 8 FEET.
 MF1608
 MF1608                          STATION RECOVERY (1954)
 MF1608
 MF1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1608'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 MF1608'STATES IT IS A SQUARE TAPERING STACK, IN REALITY THE STACK IS
 MF1608'SQUARE, TAPERING SLIGHTLY TO ABOUT 30 FEET ABOVE THE GROUND THEN
 MF1608'IS ROUND WITH A SLIGHT TAPER TO THE TOP.  U.S. ROUTE 30 IN THE
 MF1608'ORIGINAL DESCRIPTION IS NOW U.S. ROUTE 30A.
 MF1608'
 MF1608'WITH THE ABOVE CHANGES THE ORIGINAL DESCRIPTION IS ADEQUATE.
 MF1608
 MF1608                          STATION RECOVERY (1995)
 MF1608
 MF1608'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1608'RECOVERED IN GOOD CONDITION.
 MF1608
 MF1608                          STATION RECOVERY (2002)
 MF1608
 MF1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1608'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1608
 MF1608                          STATION RECOVERY (2003)
 MF1608
 MF1608'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1610 ***********************************************************************
 MF1610  DESIGNATION -  DIXON ILL NORTHERN UTIL CO STK
 MF1610  PID         -  MF1610
 MF1610  STATE/COUNTY-  IL/LEE
 MF1610  USGS QUAD   -  DIXON EAST (1983)
 MF1610
 MF1610                         *CURRENT SURVEY CONTROL
 MF1610  ___________________________________________________________________
 MF1610* NAD 83(1997)-  41 50 34.20353(N)    089 29 37.08499(W)     ADJUSTED  
 MF1610* NAVD 88     -                                                        
 MF1610  ___________________________________________________________________
 MF1610  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 MF1610  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1610
 MF1610  HORZ ORDER  -  THIRD
 MF1610
 MF1610.The horizontal coordinates were established by classical geodetic methods
 MF1610.and adjusted by the National Geodetic Survey in October 1999..
 MF1610
 MF1610
 MF1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1610
 MF1610.The geoid height was determined by GEOID03.
 MF1610
 MF1610;                    North         East     Units Scale Factor Converg.
 MF1610;SPC IL W     -   574,845.943   755,895.066   MT  0.99997961   +0 26 56.3
 MF1610;SPC IL W     - 1,885,973.73  2,479,965.73   sFT  0.99997961   +0 26 56.3
 MF1610;UTM  16      - 4,635,332.938   292,968.402   MT  1.00012746   -1 39 50.6
 MF1610
 MF1610                          SUPERSEDED SURVEY CONTROL
 MF1610
 MF1610  NAD 83(1997)-  41 50 34.20354(N)    089 29 37.08504(W) AD(       ) 4
 MF1610  NAD 83(1986)-  41 50 34.20610(N)    089 29 37.08870(W) AD(       ) 4
 MF1610  NAD 27      -  41 50 34.08400(N)    089 29 36.71300(W) AD(       ) 3
 MF1610
 MF1610.Superseded values are not recommended for survey control.
 MF1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1610.See file dsdata.txt to determine how the superseded data were derived.
 MF1610
 MF1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9296835333(NAD 83)
 MF1610_MARKER: 63 = STACK
 MF1610
 MF1610  HISTORY     - Date     Condition        Report By
 MF1610  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1610  HISTORY     - 1954     GOOD             CGS
 MF1610  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 MF1610  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF1610  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF1610
 MF1610                          STATION DESCRIPTION
 MF1610
 MF1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1610'THIS STATION IS THE LARGE BLACK STACK AT THE ILLINOIS NORTHERN
 MF1610'UTILITIES COMPANY IN THE CITY OF DIXON, ILLINOIS.  IT IS LOCATED
 MF1610'ABOUT 480 FEET NORTH OF FIRST STREET, AND ABOUT 105 FEET EAST
 MF1610'OF COLLEGE AVENUE ON THE EAST END OF THE POWER HOUSE.  IT IS
 MF1610'THE TALLEST OF THREE STACKS ON THE SAME BUILDING.  THE STACK
 MF1610'WAS ERECTED IN 1912 AND IS QUITE PROMINENT.
 MF1610'
 MF1610'THE POWERHOUSE IS ABOUT 45 FEET HIGH.  THE STACK IS MADE OF
 MF1610'METAL, PAINTED BLACK, ABOUT 18 FEET IN DIAMETER, ABOUT 190 FEET
 MF1610'IN TOTAL HEIGHT AND HAS A KNOBBED COVER ON THE STACK AT THE
 MF1610'PRESENT TIME, AS THE STACK IS NOT NOW IN ACTIVE USE.  FROM A
 MF1610'DISTANCE THIS STACK RESEMBLES A STANDPIPE.
 MF1610
 MF1610                          STATION RECOVERY (1954)
 MF1610
 MF1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1610'THIS STACK WAS SEARCHED FOR BUT NOT FOUND.  OFFICIALS AT THE
 MF1610'COMPANY STATED THAT THIS STACK HAD BEEN TORN DOWN AND REPLACED
 MF1610'WITH A SERIES OF SHORT METAL STACKS.
 MF1610'
 MF1610'THIS STATION SHOULD BE CONSIDERED LOST.
 MF1610
 MF1610                          STATION RECOVERY (1995)
 MF1610
 MF1610'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1610'MARK NOT FOUND.
 MF1610
 MF1610                          STATION RECOVERY (2002)
 MF1610
 MF1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1610'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1610
 MF1610                          STATION RECOVERY (2003)
 MF1610
 MF1610'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1606 ***********************************************************************
 MF1606  DESIGNATION -  DIXON MENDUSA CEMENT CO STACK
 MF1606  PID         -  MF1606
 MF1606  STATE/COUNTY-  IL/LEE
 MF1606  USGS QUAD   -  DIXON EAST (1983)
 MF1606
 MF1606                         *CURRENT SURVEY CONTROL
 MF1606  ___________________________________________________________________
 MF1606* NAD 83(1997)-  41 51 40.07824(N)    089 27 16.20780(W)     ADJUSTED  
 MF1606* NAVD 88     -                                                        
 MF1606  ___________________________________________________________________
 MF1606  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MF1606  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF1606
 MF1606  HORZ ORDER  -  THIRD
 MF1606
 MF1606.The horizontal coordinates were established by classical geodetic methods
 MF1606.and adjusted by the National Geodetic Survey in October 1999..
 MF1606
 MF1606
 MF1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1606
 MF1606.The geoid height was determined by GEOID03.
 MF1606
 MF1606;                    North         East     Units Scale Factor Converg.
 MF1606;SPC IL W     -   576,904.475   759,128.174   MT  0.99998418   +0 28 30.9
 MF1606;SPC IL W     - 1,892,727.43  2,490,573.02   sFT  0.99998418   +0 28 30.9
 MF1606;UTM  16      - 4,637,271.106   296,275.679   MT  1.00011074   -1 38 18.7
 MF1606
 MF1606                          SUPERSEDED SURVEY CONTROL
 MF1606
 MF1606  NAD 83(1997)-  41 51 40.07834(N)    089 27 16.20781(W) AD(       ) 4
 MF1606  NAD 83(1986)-  41 51 40.08099(N)    089 27 16.21405(W) AD(       ) 4
 MF1606  NAD 27      -  41 51 39.95900(N)    089 27 15.83200(W) AD(       ) 3
 MF1606
 MF1606.Superseded values are not recommended for survey control.
 MF1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1606.See file dsdata.txt to determine how the superseded data were derived.
 MF1606
 MF1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9627637271(NAD 83)
 MF1606_MARKER: 63 = STACK
 MF1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1606+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 MF1606
 MF1606  HISTORY     - Date     Condition        Report By
 MF1606  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1606  HISTORY     - 1954     GOOD             CGS
 MF1606  HISTORY     - 19950811 GOOD             USPSQD
 MF1606  HISTORY     - 20020114 GOOD             NGS
 MF1606  HISTORY     - 20030423 GOOD             USPSQD
 MF1606
 MF1606                          STATION DESCRIPTION
 MF1606
 MF1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1606'THIS STATION IS THE TALL CONCRETE STACK AT THE SANDUSKY CEMENT
 MF1606'COMPANY, ABOUT 0.4 MILE EAST OF THE CITY OF DIXON, ILLINOIS, ON
 MF1606'THE SOUTH BANK OF ROCK RIVER.  THE STACK IS ON THE EAST SIDE
 MF1606'OF THE POWER HOUSE, ABOUT 340 FEET SOUTH OF THE DRIVE, IN SEC.
 MF1606'33 T 22 N R 9 E.  THE STACK WAS ERECTED IN 1919 AND IS
 MF1606'EXCEPTIONALLY PROMINENT.
 MF1606'
 MF1606'THE STACK IS A WHITE CONCRETE STRUCTURE, ABOUT 24 FEET IN DIAMETER
 MF1606'AT THE BASE, ABOUT 12 FEET IN DIAMETER AT THE TOP, AND HAS A
 MF1606'SLIGHT COLLAR AT THE TOP.  IT IS ABOUT 245 FEET HIGH.
 MF1606
 MF1606                          STATION RECOVERY (1954)
 MF1606
 MF1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1606'LISTED IN 1934 AS SANDUSKY CEMENT CO., STACK
 MF1606'
 MF1606'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 MF1606'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE CHANGE IN NAME.
 MF1606
 MF1606                          STATION RECOVERY (1995)
 MF1606
 MF1606'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1606'RECOVERED IN GOOD CONDITION.
 MF1606
 MF1606                          STATION RECOVERY (2002)
 MF1606
 MF1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1606'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1606
 MF1606                          STATION RECOVERY (2003)
 MF1606
 MF1606'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1602 ***********************************************************************
 MF1602  DESIGNATION -  DIXON STATE HOSP WATER TANK
 MF1602  PID         -  MF1602
 MF1602  STATE/COUNTY-  IL/LEE
 MF1602  USGS QUAD   -  DIXON EAST (1983)
 MF1602
 MF1602                         *CURRENT SURVEY CONTROL
 MF1602  ___________________________________________________________________
 MF1602* NAD 83(1997)-  41 52 21.00730(N)    089 28 33.52652(W)     ADJUSTED  
 MF1602* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 MF1602  ___________________________________________________________________
 MF1602  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 MF1602  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF1602
 MF1602  HORZ ORDER  -  SECOND
 MF1602
 MF1602.The horizontal coordinates were established by classical geodetic methods
 MF1602.and adjusted by the National Geodetic Survey in October 1999..
 MF1602
 MF1602.The orthometric height was scaled from a topographic map.
 MF1602
 MF1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1602
 MF1602.The geoid height was determined by GEOID03.
 MF1602
 MF1602;                    North         East     Units Scale Factor Converg.
 MF1602;SPC IL W     -   578,152.625   757,334.820   MT  0.99998161   +0 27 39.7
 MF1602;SPC IL W     - 1,896,822.40  2,484,689.32   sFT  0.99998161   +0 27 39.7
 MF1602;UTM  16      - 4,638,584.734   294,529.356   MT  1.00011953   -1 39 11.6
 MF1602
 MF1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1602!SPC IL W     -   0.99996596  x   0.99998161  =   0.99994757
 MF1602!UTM  16      -   0.99996596  x   1.00011953  =   1.00008549
 MF1602
 MF1602                          SUPERSEDED SURVEY CONTROL
 MF1602
 MF1602  NAD 83(1997)-  41 52 21.00742(N)    089 28 33.52660(W) AD(       ) 2
 MF1602  NAD 83(1986)-  41 52 21.01034(N)    089 28 33.53189(W) AD(       ) 2
 MF1602  NAD 27      -  41 52 20.89400(N)    089 28 33.15600(W) AD(       ) 2
 MF1602
 MF1602.Superseded values are not recommended for survey control.
 MF1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1602.See file dsdata.txt to determine how the superseded data were derived.
 MF1602
 MF1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9452938585(NAD 83)
 MF1602_MARKER: 53 = ELEVATED TANK
 MF1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1602+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 MF1602
 MF1602  HISTORY     - Date     Condition        Report By
 MF1602  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1602  HISTORY     - 1954     GOOD             CGS
 MF1602  HISTORY     - 19950811 GOOD             USPSQD
 MF1602  HISTORY     - 20020114 GOOD             NGS
 MF1602  HISTORY     - 20030423 GOOD             USPSQD
 MF1602
 MF1602                          STATION DESCRIPTION
 MF1602
 MF1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1602'STATION WAS ESTABLISHED BUT NOT DESCRIBED IN 1935.
 MF1602'
 MF1602'STATION IS THE CENTER OF THE BASE OF THE WATER TANK, LOCATED
 MF1602'ON THE GROUNDS OF THE DIXON STATE HOSPITAL IN THE NORTH SECTION
 MF1602'OF DIXON.  IT IS A VERY LARGE, SLENDER TANK, ATOP AN 8 LEGGED
 MF1602'STEEL TRUSSWORK STRUCTURE.  THE TANK HAS A FLAT CONICAL ROOF
 MF1602'AND A DEEP OVAL BOTTOM.  THE LEGS ARE ABOUT 60 FEET HIGH AND THE
 MF1602'TANK IS ABOUT 90 FEET HIGH.  THIS TANK IS VERY PROMINENT AND
 MF1602'RESEMBLES A STANDPIPE FROM A DISTANCE.  TOTAL HEIGHT IS ABOUT
 MF1602'150 FEET.
 MF1602'
 MF1602'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DIXON
 MF1602'1935 TO THE CENTER OF THE BASE OF THE TANK AND THE DISTANCE IS
 MF1602'208.6 FEET (63.58 METERS) SOUTH-SOUTHWEST OF STATION DIXON 1935.
 MF1602
 MF1602                          STATION RECOVERY (1995)
 MF1602
 MF1602'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1602'RECOVERED IN GOOD CONDITION.
 MF1602
 MF1602                          STATION RECOVERY (2002)
 MF1602
 MF1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1602'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1602
 MF1602                          STATION RECOVERY (2003)
 MF1602
 MF1602'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1602'DIXON STATE HOSPITAL IS NOW A PRISON. DIXON CORRECTIONAL FACILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1612 ***********************************************************************
 MF1612  DESIGNATION -  DIXON STATE HOSPITAL STACK
 MF1612  PID         -  MF1612
 MF1612  STATE/COUNTY-  IL/LEE
 MF1612  USGS QUAD   -  GRAND DETOUR (1983)
 MF1612
 MF1612                         *CURRENT SURVEY CONTROL
 MF1612  ___________________________________________________________________
 MF1612* NAD 83(1997)-  41 52 32.15402(N)    089 28 25.57748(W)     ADJUSTED  
 MF1612* NAVD 88     -                                                        
 MF1612  ___________________________________________________________________
 MF1612  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MF1612  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF1612
 MF1612  HORZ ORDER  -  THIRD
 MF1612
 MF1612.The horizontal coordinates were established by classical geodetic methods
 MF1612.and adjusted by the National Geodetic Survey in October 1999..
 MF1612
 MF1612
 MF1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1612
 MF1612.The geoid height was determined by GEOID03.
 MF1612
 MF1612;                    North         East     Units Scale Factor Converg.
 MF1612;SPC IL W     -   578,497.995   757,515.339   MT  0.99998187   +0 27 45.1
 MF1612;SPC IL W     - 1,897,955.51  2,485,281.57   sFT  0.99998187   +0 27 45.1
 MF1612;UTM  16      - 4,638,923.255   294,722.521   MT  1.00011856   -1 39 06.7
 MF1612
 MF1612                          SUPERSEDED SURVEY CONTROL
 MF1612
 MF1612  NAD 83(1997)-  41 52 32.15411(N)    089 28 25.57758(W) AD(       ) 4
 MF1612  NAD 83(1986)-  41 52 32.15660(N)    089 28 25.58286(W) AD(       ) 4
 MF1612  NAD 27      -  41 52 32.02800(N)    089 28 25.21600(W) AD(       ) 3
 MF1612
 MF1612.Superseded values are not recommended for survey control.
 MF1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1612.See file dsdata.txt to determine how the superseded data were derived.
 MF1612
 MF1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9472338923(NAD 83)
 MF1612_MARKER: 63 = STACK
 MF1612
 MF1612  HISTORY     - Date     Condition        Report By
 MF1612  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1612  HISTORY     - 1954     GOOD             CGS
 MF1612  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 MF1612  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF1612  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF1612  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF1612
 MF1612                          STATION DESCRIPTION
 MF1612
 MF1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1612'THIS STATION IS THE STACK AT THE POWERHOUSE OF THE DIXON STATE
 MF1612'HOSPITAL, ABOUT 1.3 MILES NORTH OF THE CITY OF DIXON, ILLINOIS.
 MF1612'IT IS ON THE SOUTH SIDE OF THE POWERHOUSE AT THE NORTHEAST
 MF1612'CORNER OF THE HOSPITAL GROUNDS, IN SW 1/4 SEC. 21 T 22 N R 9 E.
 MF1612'THE STACK IS ON HIGH GROUND AND IS VERY PROMINENT.  IT WAS
 MF1612'ERECTED IN 1916.
 MF1612'
 MF1612'THE STACK IS ON A POWERHOUSE, WHICH IS ABOUT 40 FEET HIGH.
 MF1612'THE BASE OF THE STACK IS 18.6 FEET AND THE TOP IS 11.8 FEET,
 MF1612'OUTSIDE DIAMETER.  THE TOTAL HEIGHT OF THE STACK IS 239 FEET.
 MF1612
 MF1612                          STATION RECOVERY (1954)
 MF1612
 MF1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1612'STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 MF1612'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 MF1612
 MF1612                          STATION RECOVERY (1995)
 MF1612
 MF1612'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1612'MARK NOT FOUND.
 MF1612
 MF1612                          STATION RECOVERY (2002)
 MF1612
 MF1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1612'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1612
 MF1612                          STATION RECOVERY (2002)
 MF1612
 MF1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1612'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1612
 MF1612                          STATION RECOVERY (2003)
 MF1612
 MF1612'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1772 ***********************************************************************
 MF1772  CBN         -  This is a Cooperative Base Network Control Station.
 MF1772  PACS        -  This is a Primary Airport Control Station.
 MF1772  DESIGNATION -  DIXPORT
 MF1772  PID         -  MF1772
 MF1772  STATE/COUNTY-  IL/LEE
 MF1772  USGS QUAD   -  DIXON EAST (1983)
 MF1772
 MF1772                         *CURRENT SURVEY CONTROL
 MF1772  ___________________________________________________________________
 MF1772* NAD 83(1997)-  41 50 02.69235(N)    089 26 42.24108(W)     ADJUSTED  
 MF1772* NAVD 88     -       237.43   (meters)     779.0    (feet)  GPS OBS   
 MF1772  ___________________________________________________________________
 MF1772  X           -      46,096.621 (meters)                     COMP
 MF1772  Y           -  -4,759,239.590 (meters)                     COMP
 MF1772  Z           -   4,232,027.079 (meters)                     COMP
 MF1772  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 MF1772  ELLIP HEIGHT-         204.51  (meters)          (10/15/04) GPS OBS
 MF1772  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1772
 MF1772  HORZ ORDER  -  B
 MF1772  ELLP ORDER  -  FOURTH    CLASS II
 MF1772
 MF1772.This mark is at Dixon Mun Charles R Walgreen Fld Airport (C73)
 MF1772
 MF1772.The horizontal coordinates were established by GPS observations
 MF1772.and adjusted by the National Geodetic Survey in July 1998..
 MF1772
 MF1772.The orthometric height was determined by GPS observations and a
 MF1772.high-resolution geoid model.
 MF1772
 MF1772.GPS derived orthometric heights for airport stations designated as
 MF1772.PACS or SACS are published to 2 decimal places.  This maintains
 MF1772.centimeter relative accuracy between the PACS and SACS.  It does
 MF1772.not indicate centimeter accuracy relative to other marks which are
 MF1772.part of the NAVD 88 network.
 MF1772
 MF1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1772
 MF1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1772
 MF1772.The ellipsoidal height was determined by GPS observations
 MF1772.and is referenced to NAD 83.
 MF1772
 MF1772.The geoid height was determined by GEOID03.
 MF1772
 MF1772;                    North         East     Units Scale Factor Converg.
 MF1772;SPC IL W     -   573,906.532   759,936.791   MT  0.99998537   +0 28 52.7
 MF1772;SPC IL W     - 1,882,891.68  2,493,225.96   sFT  0.99998537   +0 28 52.7
 MF1772;UTM  16      - 4,634,245.009   296,973.286   MT  1.00010725   -1 37 52.9
 MF1772
 MF1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1772!SPC IL W     -   0.99996792  x   0.99998537  =   0.99995330
 MF1772!UTM  16      -   0.99996792  x   1.00010725  =   1.00007517
 MF1772
 MF1772|---------------------------------------------------------------------|
 MF1772| PID    Reference Object                     Distance      Geod. Az  |
 MF1772|                                                           dddmmss.s |
 MF1772| MF1607 BURKET                              328.650 METERS 00610     |
 MF1772| MF1773 DIXPORT AZ MK                       APPROX. 0.5 KM 2601242.2 |
 MF1772|---------------------------------------------------------------------|
 MF1772
 MF1772                          SUPERSEDED SURVEY CONTROL
 MF1772
 MF1772  ELLIP H (07/17/98)  204.58   (m)                       GP(       ) 4 1
 MF1772  ELLIP H (11/21/91)  204.47   (m)                       GP(       ) 4 1
 MF1772  NAD 83(1986)-  41 50 02.69583(N)    089 26 42.24828(W) AD(       ) 1
 MF1772  NGVD 29 (06/25/91)  237.6    (m)          780.     (f) GPS OBS        
 MF1772
 MF1772.Superseded values are not recommended for survey control.
 MF1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1772.See file dsdata.txt to determine how the superseded data were derived.
 MF1772
 MF1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9697334245(NAD 83)
 MF1772_MARKER: I = METAL ROD
 MF1772_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1772_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1772_STAMPING: DIXPORT 1990
 MF1772_MARK LOGO: NGS   
 MF1772_PROJECTION: FLUSH
 MF1772_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MF1772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1772+STABILITY: POSITION/ELEVATION WELL
 MF1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1772+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 MF1772_ROD/PIPE-DEPTH: 9.7  meters
 MF1772_SLEEVE-DEPTH  : 1.0 meters
 MF1772
 MF1772  HISTORY     - Date     Condition        Report By
 MF1772  HISTORY     - 1990     MONUMENTED       NGS
 MF1772  HISTORY     - 19960808 GOOD             SECI
 MF1772  HISTORY     - 19970430 GOOD             NGS
 MF1772  HISTORY     - 20020123 GOOD             NGS
 MF1772  HISTORY     - 20030619 GOOD             USPSQD
 MF1772
 MF1772                          STATION DESCRIPTION
 MF1772
 MF1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1772'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) EAST-SOUTHEAST OF DIXON, AT
 MF1772'THE DIXON MUNICIPAL AIRPORT, IN THE WEST ANGLE OF THE JUNCTION OF THE
 MF1772'TWO ASPHALT RUNWAYS, IN THE SOUTHEAST 1/4 OF SECTION 3, T 21 N, R 9
 MF1772'E.  OWNERSHIP--CITY OF DIXON, CITY HALL, DIXON, IL 61021.  AIRPORT
 MF1772'MANAGER IS GORDON RUTT, PHONE 815-288-4905.
 MF1772'TO REACH FROM THE ARCH OVER HIGHWAYS 26 AND 52 AT THE COURTHOUSE IN
 MF1772'DIXON, GO SOUTHERLY ON HIGHWAYS 26 AND 52 FOR 0.47 KM (0.29 MI) TO
 MF1772'THEIR JUNCTION WITH STATE HIGHWAY 38.  TURN LEFT, EASTERLY, ON
 MF1772'HIGHWAYS 38 AND 52 FOR 0.51 KM (0.32 MI) TO A FORK.  BEAR LEFT, EAST,
 MF1772'ON HIGHWAY 38 FOR 2.52 KM (1.57 MI) TO THE AIRPORT ENTRANCE ON THE
 MF1772'RIGHT.  TURN RIGHT, SOUTH, ON PAVED ROAD FOR 0.14 KM (0.09 MI) TO A
 MF1772'GATE AT THE APRON.  PASS THROUGH GATE, THEN BEAR RIGHT, WEST, ON
 MF1772'APRON THEN TAXI FOR 0.25 KM (0.16 MI) TO RUNWAY 12-30.  CROSS RUNWAY
 MF1772'THEN TURN LEFT, SOUTHEAST, FOLLOWING ALONG THE SOUTHWEST SIDE OF THE
 MF1772'RUNWAY FOR 0.18 KM (0.11 MI) TO THE STATION JUST BEFORE REACHING THE
 MF1772'JUNCTION OF THE RUNWAYS.
 MF1772'THE STATION IS LOCATED 40.3 M (132.2 FT) NORTH FROM THE CENTER OF
 MF1772'RUNWAY 8-26, 34.9 M (114.5 FT) NORTHEAST FROM THE SECOND RUNWAY LIGHT
 MF1772'(NUMBER 2-76) WEST ALONG RUNWAY 8-26 FROM THE JUNCTION OF RUNWAYS,
 MF1772'26.8 M (87.9 FT) SOUTHWEST FROM THE CENTER OF RUNWAY 12-30, AND 20.6
 MF1772'M (67.6 FT) SOUTH FROM THE SECOND LIGHT (NUMBER 1-28) NORTHWEST ALONG
 MF1772'RUNWAY 12-30 FROM THE JUNCTION OF RUNWAYS.
 MF1772'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1772
 MF1772                          STATION RECOVERY (1996)
 MF1772
 MF1772'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1772'RECOVERED AS DESCRIBED.
 MF1772
 MF1772                          STATION RECOVERY (1997)
 MF1772
 MF1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MF1772'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 30 KM
 MF1772'(18.65 MI) WEST-SOUTHWEST OF ROCHELLE, 3.5 KM (2.15 MI) EAST-SOUTHEAST
 MF1772'OF DIXON, 2 KM (1.25 MI) NORTH OF INTER STATE HIGHWAY 88, AT THE DIXON
 MF1772'MUNICIPAL AIRPORT, IN THE WEST QUADRANT OF THE JUNCTION OF THE TWO
 MF1772'PAVED RUNWAYS, AND JUST EAST OF MIDFIELD. OWNERSHIP--CITY OF DIXON,
 MF1772'CITY HALL, DIXON, IL 61021.  AIRPORT MANAGER IS LARRY HALEY.  PHONE
 MF1772'815-288-4095.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 52 (GALENA
 MF1772'AVENUE) AND STATE HIGHWAY 26 (7TH STREET) IN DIXON, ABOUT 3 KM (1.85
 MF1772'MI) NORTH OF INTERSTATE HIGHWAY 88, GO EAST ON HIGHWAYS 52 FOR 0.56 KM
 MF1772'(0.35 MI) TO A PAVED Y-JUNCTION WHERE HIGHWAY 52 TURNS TO THE RIGHT,
 MF1772'AND THE BEGINNING OF STATE HIGHWAY 38.  BEAR LEFT, EAST, ON HIGHWAY 38
 MF1772'(FRANKLIN GROVE ROAD) FOR 0.61 KM (0.35 MI) TO THE PAVED AIRPORT
 MF1772'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE ROAD FOR 0.16
 MF1772'KM (0.10 MI) TO A GATE AT THE APRON.  CONTINUE AHEAD, SOUTH-SOUTHEAST,
 MF1772'PASSING THROUGH THE GATE AND ACROSS THE APRON FOR 0.13 KM (0.10 MI) TO
 MF1772'THE JUNCTION OF A TAXI.  BEAR RIGHT, SOUTH, ALONG THE TAXI PASSING TO
 MF1772'THE RIGHT OF THE WIND TEE FOR 0.13 KM (0.10 MI) TO THE Y-JUNCTION OF
 MF1772'TWO TAXIS. BEAR RIGHT, SOUTH-SOUTHWEST, ALONG THE TAXI FOR 50 M (164.0
 MF1772'FT) TO THE JUNCTION OF RUNWAY 12-30.  CONTINUE AHEAD, CROSSING THE
 MF1772'RUNWAY FOR 40 M (131.2 FT) TO THE STATION.  THE STATION IS A CENTER
 MF1772'PUNCH ON THE TOP OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 MF1772'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 MF1772'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 40.1 M (131.6
 MF1772'FT) NORTH-NORTHWEST OF THE CENTER OF RUNWAY 8-26, 34.9 M (114.5 FT)
 MF1772'NORTH-NORTHEAST OF THE SECOND RUNWAY LIGHT (NUMBER 2-76) ALONG RUNWAY
 MF1772'8-26 FROM THE JUNCTION OF THE RUNWAYS, 27.2 M (89.2 FT) SOUTHWEST OF
 MF1772'THE CENTER OF RUNWAY 12-30, 20.6 M (67.6 FT) SOUTH-SOUTHEAST OF THE
 MF1772'SECOND RUNWAY LIGHT (NUMBER 1-28) ALONG RUNWAY 12-30 FROM THE JUNCTION
 MF1772'OF THE RUNWAYS.
 MF1772
 MF1772                          STATION RECOVERY (2002)
 MF1772
 MF1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1772'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1772
 MF1772                          STATION RECOVERY (2003)
 MF1772
 MF1772'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1773 ***********************************************************************
 MF1773  DESIGNATION -  DIXPORT AZ MK
 MF1773  PID         -  MF1773
 MF1773  STATE/COUNTY-  IL/LEE
 MF1773  USGS QUAD   -  DIXON EAST (1983)
 MF1773
 MF1773                         *CURRENT SURVEY CONTROL
 MF1773  ___________________________________________________________________
 MF1773* NAD 83(1997)-  41 49 59.74632(N)    089 27 05.06953(W)     ADJUSTED  
 MF1773* NAVD 88     -       237.2    (meters)     778.     (feet)  GPS OBS   
 MF1773  ___________________________________________________________________
 MF1773  X           -      45,570.469 (meters)                     COMP
 MF1773  Y           -  -4,759,305.113 (meters)                     COMP
 MF1773  Z           -   4,231,959.200 (meters)                     COMP
 MF1773  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 MF1773  ELLIP HEIGHT-         204.28  (meters)          (12/06/04) GPS OBS
 MF1773  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1773
 MF1773  HORZ ORDER  -  FIRST
 MF1773  ELLP ORDER  -  FOURTH    CLASS I
 MF1773
 MF1773.This mark is at Dixon Mun Charles R Walgreen Fld Airport (C73)
 MF1773
 MF1773.The horizontal coordinates were established by GPS observations
 MF1773.and adjusted by the National Geodetic Survey in September 1998..
 MF1773
 MF1773.The orthometric height was determined by GPS observations and a
 MF1773.high-resolution geoid model.
 MF1773
 MF1773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1773
 MF1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1773
 MF1773.The ellipsoidal height was determined by GPS observations
 MF1773.and is referenced to NAD 83.
 MF1773
 MF1773.The geoid height was determined by GEOID03.
 MF1773
 MF1773;                    North         East     Units Scale Factor Converg.
 MF1773;SPC IL W     -   573,811.238   759,410.835   MT  0.99998459   +0 28 37.4
 MF1773;SPC IL W     - 1,882,579.04  2,491,500.38   sFT  0.99998459   +0 28 37.4
 MF1773;UTM  16      - 4,634,169.159   296,444.109   MT  1.00010990   -1 38 08.0
 MF1773
 MF1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1773!SPC IL W     -   0.99996796  x   0.99998459  =   0.99995255
 MF1773!UTM  16      -   0.99996796  x   1.00010990  =   1.00007786
 MF1773
 MF1773:                Primary Azimuth Mark                     Grid Az
 MF1773:SPC IL W     -  DIXPORT                                  079 43 49.6
 MF1773:UTM  16      -  DIXPORT                                  081 50 35.0
 MF1773
 MF1773|---------------------------------------------------------------------|
 MF1773| PID    Reference Object                     Distance      Geod. Az  |
 MF1773|                                                           dddmmss.s |
 MF1773| MF1772 DIXPORT                             APPROX. 0.5 KM 0801227.0 |
 MF1773|---------------------------------------------------------------------|
 MF1773
 MF1773                          SUPERSEDED SURVEY CONTROL
 MF1773
 MF1773  ELLIP H (09/15/98)  204.34   (m)                       GP(       ) 3 1
 MF1773  ELLIP H (11/21/91)  204.25   (m)                       GP(       ) 4 1
 MF1773  NAD 83(1986)-  41 49 59.75002(N)    089 27 05.07702(W) AD(       ) 1
 MF1773  NGVD 29 (06/25/91)  237.4    (m)          779.     (f) GPS OBS        
 MF1773
 MF1773.Superseded values are not recommended for survey control.
 MF1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1773.See file dsdata.txt to determine how the superseded data were derived.
 MF1773
 MF1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9644434169(NAD 83)
 MF1773_MARKER: I = METAL ROD
 MF1773_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1773_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1773_STAMPING: DIXPORT AZ MK 1990
 MF1773_MARK LOGO: NGS   
 MF1773_PROJECTION: FLUSH
 MF1773_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MF1773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1773+STABILITY: POSITION/ELEVATION WELL
 MF1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1773+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 MF1773_ROD/PIPE-DEPTH: 7.9  meters
 MF1773_SLEEVE-DEPTH  : 1.0 meters
 MF1773
 MF1773  HISTORY     - Date     Condition        Report By
 MF1773  HISTORY     - 1990     MONUMENTED       NGS
 MF1773  HISTORY     - 19960808 GOOD             SECI
 MF1773  HISTORY     - 20020123 GOOD             NGS
 MF1773  HISTORY     - 20030619 GOOD             USPSQD
 MF1773
 MF1773                          STATION DESCRIPTION
 MF1773
 MF1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1773'STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) EAST-SOUTHEAST OF DIXON, AT
 MF1773'THE DIXON MUNICIPAL AIRPORT, IN THE MEDIAN OF A TAXI AND RUNWAY 8-26,
 MF1773'AT JUNCTION WITH A RAMP, IN THE SOUTHWEST 1/4 OF SECTION 3, T 21 N, R
 MF1773'9 E.  OWNERSHIP--CITY OF DIXON, CITY HALL, DIXON, IL 61021.  AIRPORT
 MF1773'MANAGER IS GORDON RUTT, PHONE 815-288-4905.
 MF1773'TO REACH FROM THE ARCH OVER HIGHWAYS 26 AND 52 AT THE COURTHOUSE IN
 MF1773'DIXON, GO SOUTHERLY ON HIGHWAYS 26 AND 52 FOR 0.47 KM (0.29 MI) TO
 MF1773'THEIR JUNCTION WITH STATE HIGHWAY 38.  TURN LEFT, EASTERLY, ON
 MF1773'HIGHWAYS 38 AND 52 FOR 0.51 KM (0.32 MI) TO A FORK.  BEAR LEFT, EAST,
 MF1773'ON HIGHWAY 38 FOR 2.52 KM (1.57 MI) TO THE AIRPORT ENTRANCE ON THE
 MF1773'RIGHT.  TURN RIGHT, SOUTH, ON PAVED ROAD FOR 0.14 KM (0.09 MI) TO A
 MF1773'GATE AT THE APRON.  PASS THROUGH GATE, THEN BEAR RIGHT, WEST, ON
 MF1773'APRON, THEN TAXI FOR 0.25 KM (0.16 MI) TO RUNWAY 12-30.  CROSS RUNWAY
 MF1773'AND CONTINUE SOUTHWEST ON TAXI FOR 0.52 KM (0.32 MI) TO A RAMP AND
 MF1773'THE STATION ON THE LEFT.
 MF1773'THE STATION IS LOCATED 43.6 M (143.0 FT) NORTH FROM THE CENTER OF
 MF1773'RUNWAY 8-26, 18.4 M (60.4 FT) EAST FROM THE CENTER OF THE RAMP, 17.6
 MF1773'M (57.7 FT) SOUTH FROM THE CENTER OF THE TAXI, AND 9.8 M (32.2 FT)
 MF1773'NORTHEAST FROM THE NORTHEAST CORNER OF THE 2.0 X 0.75 METER CONCRETE
 MF1773'PAD SUPPORTING THE ILLUMINATED 26-8 SIGN.
 MF1773'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1773
 MF1773                          STATION RECOVERY (1996)
 MF1773
 MF1773'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1773'RECOVERED AS DESCRIBED.
 MF1773
 MF1773                          STATION RECOVERY (2002)
 MF1773
 MF1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1773'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1773
 MF1773                          STATION RECOVERY (2003)
 MF1773
 MF1773'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0725 ***********************************************************************
 LC0725  DESIGNATION -  DOBIE
 LC0725  PID         -  LC0725
 LC0725  STATE/COUNTY-  IL/MCLEAN
 LC0725  USGS QUAD   -  LEXINGTON (1981)
 LC0725
 LC0725                         *CURRENT SURVEY CONTROL
 LC0725  ___________________________________________________________________
 LC0725* NAD 83(1997)-  40 40 57.53008(N)    088 46 07.41951(W)     ADJUSTED  
 LC0725* NAVD 88     -       222.851  (meters)     731.14   (feet)  ADJUSTED  
 LC0725  ___________________________________________________________________
 LC0725  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 LC0725  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0725  DYNAMIC HT  -         222.751 (meters)     730.81  (feet)  COMP
 LC0725  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LC0725
 LC0725  HORZ ORDER  -  SECOND
 LC0725  VERT ORDER  -  SECOND    CLASS 0
 LC0725
 LC0725.The horizontal coordinates were established by classical geodetic methods
 LC0725.and adjusted by the National Geodetic Survey in October 1999..
 LC0725
 LC0725.The orthometric height was determined by differential leveling
 LC0725.and adjusted by the National Geodetic Survey in June 1991..
 LC0725
 LC0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0725
 LC0725.The geoid height was determined by GEOID03.
 LC0725
 LC0725.The dynamic height is computed by dividing the NAVD 88
 LC0725.geopotential number by the normal gravity value computed on the
 LC0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0725.degrees latitude (g = 980.6199 gals.).
 LC0725
 LC0725.The modeled gravity was interpolated from observed gravity values.
 LC0725
 LC0725;                    North         East     Units Scale Factor Converg.
 LC0725;SPC IL E     -   445,891.550   263,193.748   MT  0.99999167   -0 17 01.8
 LC0725;SPC IL E     - 1,462,895.86    863,494.82   sFT  0.99999167   -0 17 01.8
 LC0725;UTM  16      - 4,505,033.014   350,532.497   MT  0.99987499   -1 09 11.5
 LC0725
 LC0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0725!SPC IL E     -   0.99997007  x   0.99999167  =   0.99996174
 LC0725!UTM  16      -   0.99997007  x   0.99987499  =   0.99984507
 LC0725
 LC0725|---------------------------------------------------------------------|
 LC0725| PID    Reference Object                     Distance      Geod. Az  |
 LC0725|                                                           dddmmss.s |
 LC0725| LC0724 DOBIE RM 1                           11.386 METERS 09325     |
 LC0725| LC1847 LEXINGTON MUNICIPAL STANDPIPE       APPROX. 4.7 KM 1922120.2 |
 LC0725| LC0726 DOBIE RM 2                           15.240 METERS 26630     |
 LC0725| CI6909 DOBIE AZ MK                                        2891602.4 |
 LC0725|---------------------------------------------------------------------|
 LC0725
 LC0725                          SUPERSEDED SURVEY CONTROL
 LC0725
 LC0725  NAD 83(1986)-  40 40 57.54474(N)    088 46 07.42699(W) AD(       ) 2
 LC0725  NAD 27      -  40 40 57.41930(N)    088 46 07.18950(W) AD(       ) 2
 LC0725  NGVD 29 (??/??/92)  222.902  (m)          731.30   (f) ADJ UNCH    2 0
 LC0725
 LC0725.Superseded values are not recommended for survey control.
 LC0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0725.See file dsdata.txt to determine how the superseded data were derived.
 LC0725
 LC0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5053205033(NAD 83)
 LC0725_MARKER: DE = TRAVERSE STATION DISK
 LC0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0725_STAMPING: DOBIE 1960
 LC0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0725+STABILITY: SURFACE MOTION
 LC0725
 LC0725  HISTORY     - Date     Condition        Report By
 LC0725  HISTORY     - 1960     MONUMENTED       CGS
 LC0725  HISTORY     - 1961     GOOD             NGS
 LC0725
 LC0725                          STATION DESCRIPTION
 LC0725
 LC0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC0725'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF CHENOA,
 LC0725'ABOUT 3 MILES NORTH-NORTHEAST OF LEXINGTON AND ABOUT 0.4
 LC0725'MILE WEST OF U.S. HIGHWAY 66.
 LC0725'
 LC0725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 LC0725'AND MAIN STREET IN LEXINGTON, GO NORTHEAST ON U.S. HIGHWAY 66
 LC0725'3.55 MILES TO CROSSROAD, TURN LEFT, GO WEST ON GRAVEL ROAD
 LC0725'0.45 MILE TO DRIVEWAY ON LEFT AND THE STATION 240 FEET WEST
 LC0725'OF DRIVEWAY.
 LC0725'
 LC0725'THE STATION IS A STANDARD TRAVERSE DISK SET IN TOP OF 12 INCH
 LC0725'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC0725'OF THE GROUND AND IS STAMPED DOBIE 1960.  THE MARK IS 241 FEET
 LC0725'WEST OF THE CENTER OF DRIVEWAY, 23 FEET SOUTH OF THE CENTER
 LC0725'OF GRAVEL ROAD, 6 FEET NORTH-NORTHWEST OF POWER LINE POLE
 LC0725'WITH A TRIANGULAR BLAZE AND 4 FEET NORTH OF FENCE.
 LC0725'
 LC0725'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 LC0725'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 LC0725'WITH THE SURFACE OF THE GROUND AND IS STAMPED DOBIE NO 1 1960.
 LC0725'THE MARK IS 204 FEET WEST OF THE CENTER OF DRIVEWAY, 31.5
 LC0725'FEET EAST OF POWER LINE POLE WITH A TRIANGULAR BLAZE, 27
 LC0725'FEET SOUTH OF CENTER OF GRAVEL ROAD AND 1.5 FEET NORTH OF
 LC0725'FENCE.
 LC0725'
 LC0725'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 LC0725'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 LC0725'WITH THE SURFACE OF THE GROUND AND IS STAMPED DOBIE NO 2 1960.
 LC0725'THE MARK IS 56 FEET WEST OF POWER LINE POLE WITH A TRIANGULAR
 LC0725'BLAZE, 26 FEET SOUTH OF CENTER OF GRAVEL ROAD AND 15 FEET
 LC0725'NORTH OF FENCE.
 LC0725'
 LC0725'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF
 LC0725'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC0725'SURFACE OF THE GROUND AND IS STAMPED DOBIE 1960.  THE MARK
 LC0725'IS 26 FEET EAST OF THE CENTER OF ROAD, 3.5 FEET SOUTH OF
 LC0725'POWER LINE POLE AND 3.4 FEET SOUTH OF WITNESS POST.
 LC0725'
 LC0725'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 LC0725'ROAD 0.35 MILE TO CROSSROAD, TURN RIGHT, GO NORTH 0.15 MILE
 LC0725'TO FARM BUILDING ON LEFT AND THE AZIMUTH ON RIGHT AS DESCRIBED.
 LC0725'
 LC0725'HEIGHT OF LIGHT ABOVE STATION MARK 3.67 METERS.
 LC0725
 LC0725                          STATION RECOVERY (1961)
 LC0725
 LC0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0725'4.4 MI N FROM LEXINGTON.
 LC0725'ABOUT 0.45 MILE WEST ALONG WEST MAIN STREET FROM THE POST OFFICE
 LC0725'IN LEXINGTON, THENCE 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 66,
 LC0725'THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, AT A DRIVE SOUTH TO A
 LC0725'FARM HOUSE, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 243
 LC0725'FEET WEST OF THE CENTER LINE OF THE DRIVE, 3.5 FEET NORTH OF A
 LC0725'FENCE, 6 FEET NORTH OF THE FIRST POWER POLE WEST OF THE DRIVE,
 LC0725'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LC0725'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0724 ***********************************************************************
 LC0724  DESIGNATION -  DOBIE RM 1
 LC0724  PID         -  LC0724
 LC0724  STATE/COUNTY-  IL/MCLEAN
 LC0724  USGS QUAD   -  LEXINGTON (1981)
 LC0724
 LC0724                         *CURRENT SURVEY CONTROL
 LC0724  ___________________________________________________________________
 LC0724* NAD 83(1986)-  40 40 57.     (N)    088 46 07.     (W)     SCALED    
 LC0724* NAVD 88     -       222.870  (meters)     731.20   (feet)  ADJUSTED  
 LC0724  ___________________________________________________________________
 LC0724  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0724  DYNAMIC HT  -         222.770 (meters)     730.87  (feet)  COMP
 LC0724  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LC0724
 LC0724  VERT ORDER  -  SECOND    CLASS 0
 LC0724
 LC0724.The horizontal coordinates were scaled from a topographic map and have
 LC0724.an estimated accuracy of +/- 6 seconds.
 LC0724
 LC0724.The orthometric height was determined by differential leveling
 LC0724.and adjusted by the National Geodetic Survey in June 1991..
 LC0724
 LC0724.The geoid height was determined by GEOID03.
 LC0724
 LC0724.The dynamic height is computed by dividing the NAVD 88
 LC0724.geopotential number by the normal gravity value computed on the
 LC0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0724.degrees latitude (g = 980.6199 gals.).
 LC0724
 LC0724.The modeled gravity was interpolated from observed gravity values.
 LC0724
 LC0724;                    North         East    Units  Estimated Accuracy
 LC0724;SPC IL E     -   445,880.      263,200.      MT  (+/- 180 meters Scaled)
 LC0724
 LC0724                          SUPERSEDED SURVEY CONTROL
 LC0724
 LC0724  NGVD 29 (??/??/92)  222.921  (m)          731.37   (f) ADJ UNCH    2 0
 LC0724
 LC0724.Superseded values are not recommended for survey control.
 LC0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0724.See file dsdata.txt to determine how the superseded data were derived.
 LC0724
 LC0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL505050(NAD 83)
 LC0724_MARKER: DR = REFERENCE MARK DISK
 LC0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0724_STAMPING: DOBIE NO 1 1960
 LC0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0724+STABILITY: SURFACE MOTION
 LC0724
 LC0724  HISTORY     - Date     Condition        Report By
 LC0724  HISTORY     - 1960     MONUMENTED       CGS
 LC0724  HISTORY     - 1961     GOOD             NGS
 LC0724
 LC0724                          STATION DESCRIPTION
 LC0724
 LC0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0724'4.4 MI N FROM LEXINGTON.
 LC0724'ABOUT 0.45 MILE WEST ALONG WEST MAIN STREET FROM THE POST OFFICE
 LC0724'IN LEXINGTON, THENCE 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 66,
 LC0724'THENCE 0.5 MILE WEST ALONG A GRAVEL ROAD, AT A DRIVE SOUTH TO
 LC0724'A FARM HOUSE, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 206
 LC0724'FEET WEST OF THE CENTERLINE OF THE DRIVE, 1 FOOT NORTH OF A
 LC0724'FENCE, 37.4 FEET EAST OF TRAVERSE STATION DOBIE, ABOUT LEVEL
 LC0724'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LC0724'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0726 ***********************************************************************
 LC0726  DESIGNATION -  DOBIE RM 2
 LC0726  PID         -  LC0726
 LC0726  STATE/COUNTY-  IL/MCLEAN
 LC0726  USGS QUAD   -  LEXINGTON (1981)
 LC0726
 LC0726                         *CURRENT SURVEY CONTROL
 LC0726  ___________________________________________________________________
 LC0726* NAD 83(1986)-  40 40 57.     (N)    088 46 07.     (W)     SCALED    
 LC0726* NAVD 88     -       222.755  (meters)     730.82   (feet)  ADJUSTED  
 LC0726  ___________________________________________________________________
 LC0726  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0726  DYNAMIC HT  -         222.655 (meters)     730.49  (feet)  COMP
 LC0726  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LC0726
 LC0726  VERT ORDER  -  SECOND    CLASS 0
 LC0726
 LC0726.The horizontal coordinates were scaled from a topographic map and have
 LC0726.an estimated accuracy of +/- 6 seconds.
 LC0726
 LC0726.The orthometric height was determined by differential leveling
 LC0726.and adjusted by the National Geodetic Survey in June 1991..
 LC0726
 LC0726.The geoid height was determined by GEOID03.
 LC0726
 LC0726.The dynamic height is computed by dividing the NAVD 88
 LC0726.geopotential number by the normal gravity value computed on the
 LC0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0726.degrees latitude (g = 980.6199 gals.).
 LC0726
 LC0726.The modeled gravity was interpolated from observed gravity values.
 LC0726
 LC0726;                    North         East    Units  Estimated Accuracy
 LC0726;SPC IL E     -   445,880.      263,200.      MT  (+/- 180 meters Scaled)
 LC0726
 LC0726                          SUPERSEDED SURVEY CONTROL
 LC0726
 LC0726  NGVD 29 (??/??/92)  222.806  (m)          730.99   (f) ADJ UNCH    2 0
 LC0726
 LC0726.Superseded values are not recommended for survey control.
 LC0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0726.See file dsdata.txt to determine how the superseded data were derived.
 LC0726
 LC0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL505050(NAD 83)
 LC0726_MARKER: DR = REFERENCE MARK DISK
 LC0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0726_STAMPING: DOBIE NO 2 1960
 LC0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0726+STABILITY: SURFACE MOTION
 LC0726
 LC0726  HISTORY     - Date     Condition        Report By
 LC0726  HISTORY     - 1960     MONUMENTED       CGS
 LC0726  HISTORY     - 1961     GOOD             NGS
 LC0726
 LC0726                          STATION DESCRIPTION
 LC0726
 LC0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0726'4.4 MI N FROM LEXINGTON.
 LC0726'ABOUT 0.45 MILES WEST ALONG WEST MAIN STREET FROM THE POST OFFICE
 LC0726'IN LEXINGTON, THENCE 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 66,
 LC0726'THENCE 0.5 MILES WEST ALONG A GRAVEL ROAD AT A DRIVE SOUTH TO A
 LC0726'FARM HOUSE, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 239
 LC0726'FEET WEST OF THE CENTER LINE OF THE DRIVE, 1 FOOT NORTH OF A
 LC0726'FENCE, 55.5 FOOT WEST OF THE FIRST POWER POLE WEST OF THE DRIVE,
 LC0726'50.0 FEET WEST OF TRAVERSE STATION DOBIE, ABOUT LEVEL WITH THE
 LC0726'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LC0726'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3260 ***********************************************************************
 ME3260  DESIGNATION -  DOCK
 ME3260  PID         -  ME3260
 ME3260  STATE/COUNTY-  IL/COOK
 ME3260  USGS QUAD   -  JACKSON PARK (1993)
 ME3260
 ME3260                         *CURRENT SURVEY CONTROL
 ME3260  ___________________________________________________________________
 ME3260* NAD 83(1997)-  41 53 21.41277(N)    087 36 40.34810(W)     ADJUSTED  
 ME3260* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 ME3260  ___________________________________________________________________
 ME3260  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 ME3260  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3260
 ME3260  HORZ ORDER  -  SECOND
 ME3260
 ME3260.The horizontal coordinates were established by classical geodetic methods
 ME3260.and adjusted by the National Geodetic Survey in October 1999..
 ME3260.No horizontal observational check was made to the station.
 ME3260
 ME3260.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3260
 ME3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3260
 ME3260.The geoid height was determined by GEOID03.
 ME3260
 ME3260;                    North         East     Units Scale Factor Converg.
 ME3260;SPC IL E     -   580,057.323   359,930.927   MT  1.00001918   +0 28 55.8
 ME3260;SPC IL E     - 1,903,071.40  1,180,873.38   sFT  1.00001918   +0 28 55.8
 ME3260;UTM  16      - 4,637,663.963   449,293.465   MT  0.99963164   -0 24 29.2
 ME3260
 ME3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3260!SPC IL E     -   0.99997744  x   1.00001918  =   0.99999662
 ME3260!UTM  16      -   0.99997744  x   0.99963164  =   0.99960909
 ME3260
 ME3260                          SUPERSEDED SURVEY CONTROL
 ME3260
 ME3260  NAD 83(1997)-  41 53 21.41298(N)    087 36 40.34853(W) AD(       ) 2
 ME3260  NAD 83(1997)-  41 53 21.41743(N)    087 36 40.36058(W) AD(       ) 2
 ME3260  NAD 83(1986)-  41 53 21.41742(N)    087 36 40.35931(W) AD(       ) 2
 ME3260  NGVD 29 (08/23/90)  177.     (m)          581.     (f) VERT ANG       
 ME3260
 ME3260.Superseded values are not recommended for survey control.
 ME3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3260.See file dsdata.txt to determine how the superseded data were derived.
 ME3260
 ME3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4929337664(NAD 83)
 ME3260_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3260_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3260+WITH SETTING: PAVEMENT
 ME3260_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3260+STABILITY: SURFACE MOTION
 ME3260
 ME3260  HISTORY     - Date     Condition        Report By
 ME3260  HISTORY     - 1983     MONUMENTED       IL1670
 ME3260
 ME3260                          STATION DESCRIPTION
 ME3260
 ME3260'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3260'THE STATION IS IN CHICAGO, JUST SOUTHEAST OF THE SOUTHEAST CURVE IN
 ME3260'STREETER DRIVE, ABOUT 0.15 KM (0.1 MILE) SOUTH OF EAST ILLINOIS
 ME3260'STREET, NEAR THE WEST END AND ON LOWER LEVEL OF CONCRETE DOCK.
 ME3260'
 ME3260'SEE ABOVE PARAGRAPH FOR TO REACH.
 ME3260'
 ME3260'THE STATION IS AN UNSTAMPED DISK SET INTO A DRILL HOLE IN A
 ME3260'CONCRETE DOCK.
 ME3260'
 ME3260'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0375 ***********************************************************************
 JB0375  DESIGNATION -  DODDS
 JB0375  PID         -  JB0375
 JB0375  STATE/COUNTY-  IL/JEFFERSON
 JB0375  USGS QUAD   -  INA (1975)
 JB0375
 JB0375                         *CURRENT SURVEY CONTROL
 JB0375  ___________________________________________________________________
 JB0375* NAD 83(1997)-  38 14 38.15736(N)    088 55 14.10959(W)     ADJUSTED  
 JB0375* NAVD 88     -       149.099  (meters)     489.17   (feet)  ADJUSTED  
 JB0375  ___________________________________________________________________
 JB0375  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JB0375  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JB0375  DYNAMIC HT  -         149.003 (meters)     488.85  (feet)  COMP
 JB0375  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 JB0375
 JB0375  HORZ ORDER  -  SECOND
 JB0375  VERT ORDER  -  SECOND    CLASS 0
 JB0375
 JB0375.The horizontal coordinates were established by classical geodetic methods
 JB0375.and adjusted by the National Geodetic Survey in October 1999..
 JB0375
 JB0375.The orthometric height was determined by differential leveling
 JB0375.and adjusted by the National Geodetic Survey in June 1991..
 JB0375
 JB0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0375
 JB0375.The geoid height was determined by GEOID03.
 JB0375
 JB0375.The dynamic height is computed by dividing the NAVD 88
 JB0375.geopotential number by the normal gravity value computed on the
 JB0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0375.degrees latitude (g = 980.6199 gals.).
 JB0375
 JB0375.The modeled gravity was interpolated from observed gravity values.
 JB0375
 JB0375;                    North         East     Units Scale Factor Converg.
 JB0375;SPC IL E     -   175,213.480   248,592.548   MT  1.00000753   -0 21 48.7
 JB0375;SPC IL E     -   574,846.23    815,590.72   sFT  1.00000753   -0 21 48.7
 JB0375;UTM  16      - 4,234,624.467   331,930.328   MT  0.99994789   -1 11 20.9
 JB0375
 JB0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0375!SPC IL E     -   0.99998132  x   1.00000753  =   0.99998885
 JB0375!UTM  16      -   0.99998132  x   0.99994789  =   0.99992921
 JB0375
 JB0375|---------------------------------------------------------------------|
 JB0375| PID    Reference Object                     Distance      Geod. Az  |
 JB0375|                                                           dddmmss.s |
 JB0375| JB0374 DODDS RM 1                            9.782 METERS 07636     |
 JB0375| JB0299 WOODALL                             APPROX. 3.7 KM 1544707.2 |
 JB0375| JB0373 DODDS RM 2                           13.397 METERS 16506     |
 JB0375| JB0372 DODDS AZ MK                                        2684315.6 |
 JB0375| JB0376 DODDS RM 3                            9.236 METERS 31038     |
 JB0375|---------------------------------------------------------------------|
 JB0375
 JB0375                          SUPERSEDED SURVEY CONTROL
 JB0375
 JB0375  NAD 83(1997)-  38 14 38.16990(N)    088 55 14.10849(W) AD(       ) 2
 JB0375  NAD 83(1986)-  38 14 38.17186(N)    088 55 14.10924(W) AD(       ) 2
 JB0375  NAD 27      -  38 14 37.99164(N)    088 55 13.86749(W) AD(       ) 2
 JB0375  NGVD 29 (??/??/92)  149.208  (m)          489.53   (f) ADJ UNCH    2 0
 JB0375
 JB0375.Superseded values are not recommended for survey control.
 JB0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0375.See file dsdata.txt to determine how the superseded data were derived.
 JB0375
 JB0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3193034624(NAD 83)
 JB0375_MARKER: DE = TRAVERSE STATION DISK
 JB0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0375_STAMPING: DODDS 1960
 JB0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0375+STABILITY: SURFACE MOTION
 JB0375
 JB0375  HISTORY     - Date     Condition        Report By
 JB0375  HISTORY     - 1960     MONUMENTED       CGS
 JB0375  HISTORY     - 1960     GOOD             CGS
 JB0375  HISTORY     - 1973     GOOD             NGS
 JB0375  HISTORY     - 1973     GOOD             NGS
 JB0375
 JB0375                          STATION DESCRIPTION
 JB0375
 JB0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0375'STATION IS LOCATED ABOUT 6.0 MILES SOUTH-SOUTHWEST OF MT VERNON,
 JB0375'ABOUT 3.0 MILES
 JB0375'NORTH-NORTHWEST OF BONNIE, ABOUT .5 MILE WEST OF CASEY CREEK
 JB0375'AND ON THE FARM HOME OF
 JB0375'MR DON CLARKE WHICH IS ON THE HIGHEST HILL IN VICINITY.
 JB0375'
 JB0375'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN MT VERNON, GO
 JB0375'SOUTH ON STATE ROUTE 37
 JB0375'FOR 1.25 MILES TO JUNCTION OF STATE ROUTE 148,
 JB0375'CONTINUE SOUTH ON STATE HIGHWAY
 JB0375'37 FOR 1.45 MILES TO A SIDE ROAD
 JB0375'RIGHT AT EPLERS BARGIN STORE AND PHILLIPS SERVICE
 JB0375'STATION ON RIGHT,
 JB0375'TURN RIGHT AND GO WEST FOR 0.3 MILE TO CROSSROAD AND SCHOOL BUILDING
 JB0375'ON LEFT, CONTINUE
 JB0375'WEST FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT
 JB0375'AND GO SOUTH ON SURFACE ROAD FOR 0.5
 JB0375'MILE TO ROAD RIGHT, TURN RIGHT
 JB0375'AND FOLLOW THE MAIN SURFACE ROAD WEST, SOUTH AND WEST
 JB0375'MAKING SEVERAL
 JB0375'JOGS FOR 1.5 MILES TO CROSSROAD, TURN RIGHT AND GO WEST ON MAIN
 JB0375'TRAVELED SURFACE
 JB0375'ROAD FOR 0.75 MILE TO A T-ROAD, TURN LEFT AND GO
 JB0375'SOUTH FOR 0.25 MILE TO SCHOOL
 JB0375'BUILDING ON RIGHT, CONTINUE SOUTH ON
 JB0375'MAIN ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON
 JB0375'LEFT SIDE OF ROAD AS
 JB0375'DESCRIBED, CONTINUE SOUTH 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT
 JB0375'AND GO EAST FOR
 JB0375'0.5 MILE TO A DRIVEWAY LEFT, TURN LEFT AND GO NORTH 0.1
 JB0375'MILE TO HOUSE AND STATION AS DESCRIBED.
 JB0375'
 JB0375'STATION MARK, A STANDARD TRAVERSE DISK STAMPED DODDS 1960, IS SET IN
 JB0375'TOP OF A 12 INCH SQUARE
 JB0375'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS 155
 JB0375'FEET EAST OF A POWER POLE NO B27
 JB0375'WITH TRANSFORMER, 34.5 FEET
 JB0375'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE AND 32.7 FEET
 JB0375'WEST-SOUTHWEST OF THE WITNESS POST.
 JB0375'
 JB0375'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED DODDS
 JB0375'NO 1 1960, IS SET IN
 JB0375'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB0375'ABOUT 7 INCHES.  THE MARK IS 185
 JB0375'FEET EAST OF POWER POLE NO B27 WITH
 JB0375'TRANSFORMER, 55.6 FEET EAST-SOUTHEAST OF THE
 JB0375'SOUTHEAST CORNER OF
 JB0375'HOUSE AND 1.8 FEET SOUTH OF THE WITNESS POST.
 JB0375'
 JB0375'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED DODDS
 JB0375'NO 2 1960, IS SET IN
 JB0375'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB0375'ABOUT 3 INCHES.  THE MARK IS 77
 JB0375'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 JB0375'CORNER OF HOUSE, 55.5 FEET SOUTH-SOUTHWEST OF A
 JB0375'WITNESS POST AND 37
 JB0375'FEET NORTH-NORTHWEST OF A LARGE MAPLE TREE.
 JB0375'
 JB0375'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED DODDS 1960, IS SET
 JB0375'IN TOP OF A 12 INCH SQUARE
 JB0375'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS 56
 JB0375'FEET EAST-SOUTH EAST OF A POWER
 JB0375'POLE WITH TRANSFORMER, 22 FEET EAST
 JB0375'OF THE CENTER OF SURFACED ROAD, 3.5 FEET SOUTH OF
 JB0375'A FENCE AND 2 FEET
 JB0375'NORTH OF THE WITNESS POST.
 JB0375
 JB0375                          STATION RECOVERY (1960)
 JB0375
 JB0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0375'7.4 MI S FROM MT VERNON.
 JB0375'ABOUT 4.2 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0375'RAILROAD FROM THE STATION AT MT. VERNON, THENCE 1.6 MILES WEST
 JB0375'ALONG A DIRT AND OILED ROAD, THENCE 1.1 MILES SOUTH ALONG AN
 JB0375'OILED ROAD, THENCE 0.4 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.1
 JB0375'MILE NORTH ALONG A PRIVATE ROAD TO A FARM HOUSE ON THE TOP OF A
 JB0375'KNOLL, 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM
 JB0375'HOUSE, 135 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD,
 JB0375'33 FEET WEST-SOUTHWEST OF A TWIN TRUNK TREE WITH THE INITIALS
 JB0375'C C CARVED ON THE SOUTH SIDE OF THE TREE, 75 FEET EAST-SOUTHEAST
 JB0375'OF A LONE 24-INCH MAPLE TREE, 42.9 FEET WEST-SOUTHWEST OF A
 JB0375'METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB0375'WITH THE GROUND.
 JB0375
 JB0375                          STATION RECOVERY (1973)
 JB0375
 JB0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JB0375'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 JB0375'GOOD CONDITION.
 JB0375'REFERENCE MARK 2 WAS FOUND WITH THE TOP AND DISK
 JB0375'GONE.  REFERENCE MARK 3 WAS SET.
 JB0375'THE DISTANCE TO REFERENCE MARK 1
 JB0375'CHECKED.  THE AZIMUTH MARK WAS OBSTRUCTED BY BRUSH
 JB0375'AND POISON IVY AND
 JB0375'WAS NOT TAKEN AT THIS TIME.  A NEW DESCRIPTION FOLLOWS,
 JB0375'
 JB0375'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF BONNIE, ON THE
 JB0375'PROPERTY OF MR DON
 JB0375'CLARKE, ON THE HIGHEST POINT IN THE VICINITY, AT
 JB0375'AN ABANDONED HOUSE, SURROUNDED BY
 JB0375'BRUSH, 75 FEET SOUTHEAST OF A 24
 JB0375'INCH MAPLE TREE, 155 FEET EAST OF POWER POLE B27, 35
 JB0375'FEET SOUTHEAST
 JB0375'OF THE SOUTHEAST CORNER OF THE HOUSE, 81 FEET NORTHWEST OF A LARGE
 JB0375'MAPLE TREE, 1 FOOT
 JB0375'WEST OF A METAL WITNESS POST.  THE MONUMENT IS
 JB0375'FLUSH AND THE DISK IS STAMPED DODDS 1960.
 JB0375'
 JB0375'TO REACH THE STATION FROM THE JUNCTION OF I 64 AND STATE HIGHWAY 37
 JB0375'JUST SOUTH OF MT
 JB0375'VERNON, GO SOUTH ON HIGHWAY 37 FOR 0.2 MILE TO A
 JB0375'ROAD RIGHT.  TURN RIGHT AND GO WEST
 JB0375'AND SOUTH MAKING SEVERAL JOGS ON
 JB0375'THE MAIN OILED ROAD FOR 2.25 MILES TO OVERPASS OF I57.  CONTINUE
 JB0375'WEST ON THE OILED ROAD FOR 0.4 MILE TO A T-ROAD.  TURN LEFT ON THE
 JB0375'OILED ROAD AND GO
 JB0375'SOUTH FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT
 JB0375'AND A GRADED ROAD 245 FEET SOUTH OF
 JB0375'THE MARK.  TURN LEFT AND GO EAST
 JB0375'ON THE GRADED DRIVEWAY FOR 0.1 MILE TO ABONDONED HOUSE
 JB0375'ON THE RIGHT AND THE STATION.
 JB0375'
 JB0375'REFERENCE MARK 1 IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JB0375'HOUSE, 10 FEET
 JB0375'SOUTH OF A TWIN TRUNK TREE, 104 FEET EAST OF THE 24
 JB0375'INCH MAPLE TREE AND 2 FEET SOUTH
 JB0375'OF A METAL POST.  THE MONUMENT
 JB0375'PROJECTS 4 INCHES AND THE DISK IS STAMPED DODDS NO 1 1960.
 JB0375'
 JB0375'REFERENCE MARK 3 IS 8 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JB0375'HOUSE, 1 FOOT WEST
 JB0375'OF A METAL WITNESS POST AND 150 FEET EAST OF THE
 JB0375'POWER POLE.  THE MONUMENT PROJECTS 2
 JB0375'INCHES AND THE DISK IS STAMPED
 JB0375'DODDS 1960 NO 3 1973.
 JB0375'
 JB0375'THE AZIMUTH MARK IS 245 FEET NORTH OF THE CENTERLINE OF GRADED ROAD,
 JB0375'223 FEET EAST OF
 JB0375'THE CENTERLINE OF THE OILED ROAD AND 2 FEET NORTH OF
 JB0375'A METAL WITNESS POST.  THE MONUMENT
 JB0375'PROJECTS 2 INCHES AND THE DISK IS STAMPED DODDS 1960.
 JB0375'
 JB0375'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0375
 JB0375                          STATION RECOVERY (1973)
 JB0375
 JB0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0372 ***********************************************************************
 JB0372  DESIGNATION -  DODDS AZ MK
 JB0372  PID         -  JB0372
 JB0372  STATE/COUNTY-  IL/JEFFERSON
 JB0372  USGS QUAD   -  INA (1975)
 JB0372
 JB0372                         *CURRENT SURVEY CONTROL
 JB0372  ___________________________________________________________________
 JB0372* NAD 83(1986)-  38 14 37.     (N)    088 55 44.     (W)     SCALED    
 JB0372* NAVD 88     -       132.425  (meters)     434.46   (feet)  ADJUSTED  
 JB0372  ___________________________________________________________________
 JB0372  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 JB0372  DYNAMIC HT  -         132.339 (meters)     434.18  (feet)  COMP
 JB0372  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 JB0372
 JB0372  VERT ORDER  -  SECOND    CLASS 0
 JB0372
 JB0372.The horizontal coordinates were scaled from a topographic map and have
 JB0372.an estimated accuracy of +/- 6 seconds.
 JB0372
 JB0372.The orthometric height was determined by differential leveling
 JB0372.and adjusted by the National Geodetic Survey in June 1991..
 JB0372
 JB0372.The geoid height was determined by GEOID03.
 JB0372
 JB0372.The dynamic height is computed by dividing the NAVD 88
 JB0372.geopotential number by the normal gravity value computed on the
 JB0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0372.degrees latitude (g = 980.6199 gals.).
 JB0372
 JB0372.The modeled gravity was interpolated from observed gravity values.
 JB0372
 JB0372;                    North         East    Units  Estimated Accuracy
 JB0372;SPC IL E     -   175,180.      247,870.      MT  (+/- 180 meters Scaled)
 JB0372
 JB0372                          SUPERSEDED SURVEY CONTROL
 JB0372
 JB0372  NGVD 29 (??/??/92)  132.534  (m)          434.82   (f) ADJ UNCH    2 0
 JB0372
 JB0372.Superseded values are not recommended for survey control.
 JB0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0372.See file dsdata.txt to determine how the superseded data were derived.
 JB0372
 JB0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH312346(NAD 83)
 JB0372_MARKER: DZ = AZIMUTH MARK DISK
 JB0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0372_STAMPING: DODDS 1960
 JB0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0372+STABILITY: SURFACE MOTION
 JB0372
 JB0372  HISTORY     - Date     Condition        Report By
 JB0372  HISTORY     - 1960     MONUMENTED       CGS
 JB0372  HISTORY     - 1973     GOOD             NGS
 JB0372
 JB0372                          STATION DESCRIPTION
 JB0372
 JB0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0372'6.8 MI SW FROM MT VERNON.
 JB0372'ABOUT 4.2 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0372'RAILROAD FROM THE STATION AT MT. VERNON, THENCE 1.6 MILES WEST
 JB0372'ALONG A DIRT AND OILED ROAD, THENCE 1.05 MILES SOUTH ALONG AN
 JB0372'OILED ROAD, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 245 FEET
 JB0372'NORTH OF THE CENTER LINE OF A DRIVE EAST, 95 FEET SOUTH OF THE
 JB0372'EXTENDED CENTER LINE OF A DRIVE WEST TO A FARM HOUSE, 56 FEET
 JB0372'EAST AND ACROSS THE ROAD FROM POWER POLE B-27-15-12, 2.0 FEET
 JB0372'NORTH OF A WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 JB0372'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0372
 JB0372                          STATION RECOVERY (1973)
 JB0372
 JB0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0374 ***********************************************************************
 JB0374  DESIGNATION -  DODDS RM 1
 JB0374  PID         -  JB0374
 JB0374  STATE/COUNTY-  IL/JEFFERSON
 JB0374  USGS QUAD   -  INA (1975)
 JB0374
 JB0374                         *CURRENT SURVEY CONTROL
 JB0374  ___________________________________________________________________
 JB0374* NAD 83(1986)-  38 14 37.     (N)    088 55 13.     (W)     SCALED    
 JB0374* NAVD 88     -       148.736  (meters)     487.98   (feet)  ADJUSTED  
 JB0374  ___________________________________________________________________
 JB0374  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JB0374  DYNAMIC HT  -         148.640 (meters)     487.66  (feet)  COMP
 JB0374  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 JB0374
 JB0374  VERT ORDER  -  SECOND    CLASS 0
 JB0374
 JB0374.The horizontal coordinates were scaled from a topographic map and have
 JB0374.an estimated accuracy of +/- 6 seconds.
 JB0374
 JB0374.The orthometric height was determined by differential leveling
 JB0374.and adjusted by the National Geodetic Survey in June 1991..
 JB0374
 JB0374.The geoid height was determined by GEOID03.
 JB0374
 JB0374.The dynamic height is computed by dividing the NAVD 88
 JB0374.geopotential number by the normal gravity value computed on the
 JB0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0374.degrees latitude (g = 980.6199 gals.).
 JB0374
 JB0374.The modeled gravity was interpolated from observed gravity values.
 JB0374
 JB0374;                    North         East    Units  Estimated Accuracy
 JB0374;SPC IL E     -   175,180.      248,620.      MT  (+/- 180 meters Scaled)
 JB0374
 JB0374                          SUPERSEDED SURVEY CONTROL
 JB0374
 JB0374  NGVD 29 (??/??/92)  148.845  (m)          488.34   (f) ADJ UNCH    2 0
 JB0374
 JB0374.Superseded values are not recommended for survey control.
 JB0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0374.See file dsdata.txt to determine how the superseded data were derived.
 JB0374
 JB0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH319345(NAD 83)
 JB0374_MARKER: DR = REFERENCE MARK DISK
 JB0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0374_STAMPING: DODDS NO 1 1960
 JB0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0374+STABILITY: SURFACE MOTION
 JB0374
 JB0374  HISTORY     - Date     Condition        Report By
 JB0374  HISTORY     - 1960     MONUMENTED       CGS
 JB0374  HISTORY     - 1973     GOOD             NGS
 JB0374
 JB0374                          STATION DESCRIPTION
 JB0374
 JB0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0374'7.4 MI S FROM MT VERNON.
 JB0374'ABOUT 4.2 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0374'RAILROAD FROM THE STATION AT MT. VERNON, THENCE 1.6 MILES WEST
 JB0374'ALONG A DIRT AND OILED ROAD, THENCE 1.1 MILES SOUTH ALONG AN
 JB0374'OILED ROAD, THENCE 0.4 MILES EAST ALONG A GRAVEL ROAD, THENCE
 JB0374'0.1 MILE NORTH ALONG A PRIVATE ROAD TO A FARM HOUSE ON THE TOP OF
 JB0374'A KNOLL, 55 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JB0374'FARM HOUSE, 165 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD,
 JB0374'10 FEET SOUTH OF A TWIN TRUNK TREE WITH THE INITIALS C C CARVED
 JB0374'ON THE SOUTH SIDE OF THE TREE, 104 FEET EAST OF A 24-INCH MAPLE
 JB0374'TREE, 69 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE FARM
 JB0374'HOUSE, 32.1 FEET EAST-NORTHEAST OF TRAVERSE STATION DODDS, 1.9
 JB0374'FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JB0374'CONCRETE POST PROJECTING 5 INCHES.
 JB0374
 JB0374                          STATION RECOVERY (1973)
 JB0374
 JB0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0376 ***********************************************************************
 JB0376  DESIGNATION -  DODDS RM 3
 JB0376  PID         -  JB0376
 JB0376  STATE/COUNTY-  IL/JEFFERSON
 JB0376  USGS QUAD   -  INA (1975)
 JB0376
 JB0376                         *CURRENT SURVEY CONTROL
 JB0376  ___________________________________________________________________
 JB0376* NAD 83(1986)-  38 14 37.     (N)    088 55 13.     (W)     SCALED    
 JB0376* NAVD 88     -       149.54   (meters)     490.6    (feet)  RESET     
 JB0376  ___________________________________________________________________
 JB0376  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JB0376
 JB0376  VERT ORDER  -  THIRD
 JB0376
 JB0376.The horizontal coordinates were scaled from a topographic map and have
 JB0376.an estimated accuracy of +/- 6 seconds.
 JB0376
 JB0376.The orthometric height was computed from unverified reset data.
 JB0376
 JB0376.The geoid height was determined by GEOID03.
 JB0376
 JB0376;                    North         East    Units  Estimated Accuracy
 JB0376;SPC IL E     -   175,180.      248,620.      MT  (+/- 180 meters Scaled)
 JB0376
 JB0376                          SUPERSEDED SURVEY CONTROL
 JB0376
 JB0376.No superseded survey control is available for this station.
 JB0376
 JB0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH319345(NAD 83)
 JB0376_MARKER: DR = REFERENCE MARK DISK
 JB0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0376_STAMPING: DODDS 1960 NO 3 1973
 JB0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0376+STABILITY: SURFACE MOTION
 JB0376
 JB0376  HISTORY     - Date     Condition        Report By
 JB0376  HISTORY     - 1973     MONUMENTED       NGS
 JB0376
 JB0376                          STATION DESCRIPTION
 JB0376
 JB0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0376'7.4 MI S FROM MT VERNON.
 JB0376'ABOUT 4.2 MILES SOUTH ALONG THE C AND E RAILROAD FROM THE STATION
 JB0376'AT MT. VERNON, THENCE 1.6 MILES WEST ALONG A DIRT AND OILED ROAD,
 JB0376'THENCE 1.1 MILES SOUTH ALONG OILED ROAD, THENCE 0.5 MILE EAST
 JB0376'ALONG GRADED ROAD, THENCE 0.1 MILE NORTH ON DRIVEWAY TO AN
 JB0376'ABANDONED HOUSE ON TOP OF THE HIGHEST HILL IN THE VICINITY, 8
 JB0376'FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 1 FOOT WEST
 JB0376'OF A METAL WITNESS POST, 150 FEET EAST OF A LONE MAPLE TREE AND
 JB0376'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1175 ***********************************************************************
 KB1175  DESIGNATION -  DODSON 1
 KB1175  PID         -  KB1175
 KB1175  STATE/COUNTY-  IL/COLES
 KB1175  USGS QUAD   -  COOKS MILLS (1983)
 KB1175
 KB1175                         *CURRENT SURVEY CONTROL
 KB1175  ___________________________________________________________________
 KB1175* NAD 83(1997)-  39 34 17.93806(N)    088 23 45.79992(W)     ADJUSTED  
 KB1175* NAVD 88     -       202.7    (meters)     665.     (feet)  VERTCON   
 KB1175  ___________________________________________________________________
 KB1175  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 KB1175  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB1175
 KB1175  HORZ ORDER  -  SECOND
 KB1175
 KB1175.The horizontal coordinates were established by classical geodetic methods
 KB1175.and adjusted by the National Geodetic Survey in October 1999..
 KB1175
 KB1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1175
 KB1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1175
 KB1175.The geoid height was determined by GEOID03.
 KB1175
 KB1175;                    North         East     Units Scale Factor Converg.
 KB1175;SPC IL E     -   322,443.398   294,610.727   MT  0.99997536   -0 02 23.8
 KB1175;SPC IL E     - 1,057,883.05    966,568.69   sFT  0.99997536   -0 02 23.8
 KB1175;UTM  16      - 4,381,146.987   380,089.594   MT  0.99977703   -0 53 22.0
 KB1175
 KB1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1175!SPC IL E     -   0.99997324  x   0.99997536  =   0.99994860
 KB1175!UTM  16      -   0.99997324  x   0.99977703  =   0.99975028
 KB1175
 KB1175                          SUPERSEDED SURVEY CONTROL
 KB1175
 KB1175  NAD 83(1997)-  39 34 17.94091(N)    088 23 45.79842(W) AD(       ) 2
 KB1175  NAD 83(1986)-  39 34 17.95006(N)    088 23 45.79650(W) AD(       ) 2
 KB1175  NAD 27      -  39 34 17.83395(N)    088 23 45.61926(W) AD(       ) 2
 KB1175  NGVD 29 (07/19/86)  202.8    (m)          665.     (f) VERT ANG       
 KB1175
 KB1175.Superseded values are not recommended for survey control.
 KB1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1175.See file dsdata.txt to determine how the superseded data were derived.
 KB1175
 KB1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8009081147(NAD 83)
 KB1175_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KB1175_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KB1175_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KB1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1175
 KB1175  HISTORY     - Date     Condition        Report By
 KB1175  HISTORY     - 1980     MONUMENTED       LOCSUR
 KB1175
 KB1175                          STATION DESCRIPTION
 KB1175
 KB1175'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (DCF)
 KB1175'THE STATION IS LOCATED ABOUT 7.2 KM SOUTHWEST OF HUMBOLDT, 9.3 KM
 KB1175'NORTH OF MATTOON AND 1.6 KM SOUTHEAST OF COOKS MILLS.  IT IS IN
 KB1175'THE NW1/4,S14,T13N,R7E OF NORTH OKAW TOWNSHIP AND
 KB1175'ON PROPERTY OF MR. W.E. VANDIVER, ROUTE 3, MATTOON, IL. 61938
 KB1175'TELEPHONE 217-234-7662.
 KB1175'
 KB1175'TO REACH THE STATION FROM THE WEST SIDE OF THE CITY HALL IN
 KB1175'MATTOON, GO NORTH ON U.S. HIGHWAY 45 FOR 0.5 KM (0.3 MI) TO WHERE
 KB1175'U.S. HIGHWAY 45 TURNS RIGHT.  TURN RIGHT AND GO EAST ON U.S.
 KB1175'HIGHWAY 45 FOR 0.2 KM (0.15 MI) TO WHERE U.S. HIGHWAY 45 TURNS
 KB1175'LEFT.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 45 FOR 3.5 KM
 KB1175'(2.2 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON A PAVED ROAD
 KB1175'FOR 5.6 KM (3.55 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 KB1175'ON A PAVED ROAD FOR 6 KM (3.7 MI) TO THE STATION ON THE RIGHT.
 KB1175'
 KB1175'THE STATION IS A DODSON-VAN WIE PLASTIC DISK IMPRINTED WITH RLS
 KB1175'2010 WITH A CENTER DOT,
 KB1175'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM IN DIAMETER
 KB1175'FLUSH WITH GROUND.  IT IS LOCATED
 KB1175'10.5 METERS (34.5 FT) EAST FROM THE CENTER OF A PAVED ROAD,
 KB1175'3.7 METERS (12.1 FT) SOUTHWEST FROM POWERLINE POLE NUMBER 1-13AC9, AND
 KB1175'1.5 METERS (4.9 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER.
 KB1175'
 KB1175'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1174 ***********************************************************************
 KB1174  DESIGNATION -  DODSON 2
 KB1174  PID         -  KB1174
 KB1174  STATE/COUNTY-  IL/COLES
 KB1174  USGS QUAD   -  COOKS MILLS (1983)
 KB1174
 KB1174                         *CURRENT SURVEY CONTROL
 KB1174  ___________________________________________________________________
 KB1174* NAD 83(1997)-  39 30 45.64095(N)    088 28 15.08881(W)     ADJUSTED  
 KB1174* NAVD 88     -       207.3    (meters)     680.     (feet)  VERTCON   
 KB1174  ___________________________________________________________________
 KB1174  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 KB1174  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB1174
 KB1174  HORZ ORDER  -  SECOND
 KB1174
 KB1174.The horizontal coordinates were established by classical geodetic methods
 KB1174.and adjusted by the National Geodetic Survey in October 1999..
 KB1174
 KB1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1174
 KB1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1174
 KB1174.The geoid height was determined by GEOID03.
 KB1174
 KB1174;                    North         East     Units Scale Factor Converg.
 KB1174;SPC IL E     -   315,903.361   288,173.476   MT  0.99997672   -0 05 15.0
 KB1174;SPC IL E     - 1,036,426.28    945,449.15   sFT  0.99997672   -0 05 15.0
 KB1174;UTM  16      - 4,374,704.267   373,557.382   MT  0.99979684   -0 56 09.4
 KB1174
 KB1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1174!SPC IL E     -   0.99997252  x   0.99997672  =   0.99994924
 KB1174!UTM  16      -   0.99997252  x   0.99979684  =   0.99976937
 KB1174
 KB1174                          SUPERSEDED SURVEY CONTROL
 KB1174
 KB1174  NAD 83(1997)-  39 30 45.64501(N)    088 28 15.08890(W) AD(       ) 2
 KB1174  NAD 83(1986)-  39 30 45.65356(N)    088 28 15.08613(W) AD(       ) 2
 KB1174  NAD 27      -  39 30 45.53657(N)    088 28 14.90349(W) AD(       ) 2
 KB1174  NGVD 29 (07/19/86)  207.4    (m)          680.     (f) VERT ANG       
 KB1174
 KB1174.Superseded values are not recommended for survey control.
 KB1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1174.See file dsdata.txt to determine how the superseded data were derived.
 KB1174
 KB1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7355774704(NAD 83)
 KB1174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KB1174_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KB1174_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KB1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1174
 KB1174  HISTORY     - Date     Condition        Report By
 KB1174  HISTORY     - 1980     MONUMENTED       LOCSUR
 KB1174
 KB1174                          STATION DESCRIPTION
 KB1174
 KB1174'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (DCF)
 KB1174'THE STATION IS LOCATED ABOUT 8.9 KM NORTHWEST OF MATTOON,
 KB1174'7.2 KM SOUTHEAST OF ALLENVILLE, 0.8 KM SOUTH OF COLES,
 KB1174'IN THE SW1/4,NW1/4,S6,T12N,R6E OF MATTOON TOWNSHIP, AND ON
 KB1174'TOWNSHIP ROAD RIGHT-OF-WAY.
 KB1174'
 KB1174'TO REACH THE STATION FROM THE CROSSROADS IN COLES, GO
 KB1174'WEST ON A PAVED ROAD FOR 0.2 KM (0.1 MI) TO A CROSSROAD.
 KB1174'TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.8 KM (0.5 MI)
 KB1174'TO THE STATION ON THE LEFT, BEFORE REACHING A LARGE WHITE
 KB1174'HOUSE.
 KB1174'
 KB1174'THE STATION IS A DODSON-VAN WIE PLASTIC DISK IMPRINTED WITH
 KB1174'RLS 2010 AND A CENTER DOT,
 KB1174'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 25 CM IN DIAMETER
 KB1174'FLUSH WITH GROUND.  IT IS LOCATED
 KB1174'13.93 METERS (45.70 FT) SOUTH FROM POWER POLE NUMBER H9 10
 KB1174'WITH A TRANSFORMER,
 KB1174'12.10 METERS (39.70 FT) WEST-NORTHWEST FROM A POWER POLE, AND
 KB1174'8.0 METERS (26.25 FT) EAST FROM THE CENTER OF THE PAVED ROAD.
 KB1174'
 KB1174'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 KB1174'
 KB1174'AN EDM TIE WAS MADE TO TRIANGULATION STATION COX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1215 ***********************************************************************
 KB1215  DESIGNATION -  DODSON 3
 KB1215  PID         -  KB1215
 KB1215  STATE/COUNTY-  IL/COLES
 KB1215  USGS QUAD   -  MATTOON WEST (1984)
 KB1215
 KB1215                         *CURRENT SURVEY CONTROL
 KB1215  ___________________________________________________________________
 KB1215* NAD 83(1997)-  39 29 01.08598(N)    088 26 03.92386(W)     ADJUSTED  
 KB1215* NAVD 88     -       221.5    (meters)     727.     (feet)  VERTCON   
 KB1215  ___________________________________________________________________
 KB1215  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KB1215  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KB1215
 KB1215  HORZ ORDER  -  SECOND
 KB1215
 KB1215.The horizontal coordinates were established by classical geodetic methods
 KB1215.and adjusted by the National Geodetic Survey in October 1999..
 KB1215
 KB1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1215
 KB1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1215
 KB1215.The geoid height was determined by GEOID03.
 KB1215
 KB1215;                    North         East     Units Scale Factor Converg.
 KB1215;SPC IL E     -   312,674.785   291,303.085   MT  0.99997593   -0 03 51.4
 KB1215;SPC IL E     - 1,025,833.86    955,716.87   sFT  0.99997593   -0 03 51.4
 KB1215;UTM  16      - 4,371,430.320   376,638.287   MT  0.99978737   -0 54 43.9
 KB1215
 KB1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1215!SPC IL E     -   0.99997029  x   0.99997593  =   0.99994622
 KB1215!UTM  16      -   0.99997029  x   0.99978737  =   0.99975766
 KB1215
 KB1215                          SUPERSEDED SURVEY CONTROL
 KB1215
 KB1215  NAD 83(1997)-  39 29 01.08946(N)    088 26 03.92473(W) AD(       ) 2
 KB1215  NAD 83(1986)-  39 29 01.09832(N)    088 26 03.92156(W) AD(       ) 2
 KB1215  NAD 27      -  39 29 00.97876(N)    088 26 03.74434(W) AD(       ) 2
 KB1215  NGVD 29 (07/19/86)  221.6    (m)          727.     (f) VERT ANG       
 KB1215
 KB1215.Superseded values are not recommended for survey control.
 KB1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1215.See file dsdata.txt to determine how the superseded data were derived.
 KB1215
 KB1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7663871430(NAD 83)
 KB1215_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KB1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1215+STABILITY: SURFACE MOTION
 KB1215
 KB1215  HISTORY     - Date     Condition        Report By
 KB1215  HISTORY     - 1980     MONUMENTED       LOCSUR
 KB1215
 KB1215                          STATION DESCRIPTION
 KB1215
 KB1215'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (DCF)
 KB1215'THE STATION IS LOCATED ABOUT 4.8 KM SOUTHEAST OF COLES, 4.8 KM
 KB1215'WEST OF MATTOON, IN THE NW1/4,S17,T12N,R7E
 KB1215'AND ALONG HIGHWAY RIGHT-OF-WAY.
 KB1215'
 KB1215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 IN
 KB1215'COLES, GO WEST ON A PAVED ROAD FOR 0.2 KM (0.1 MI) TO A CROSSROAD.
 KB1215'TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 4.3 KM (2.65 MI) TO A
 KB1215'CROSSROAD.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 3.2 KM
 KB1215'(2.0 MI) TO THE STATION ON THE LEFT, IN THE NORTHWEST ANGLE OF
 KB1215'A CROSSROAD.
 KB1215'
 KB1215'THE STATION IS A PLASTIC DISK WITH R L S 2010 IMRPINTED WITH A
 KB1215'CENTER DOT,
 KB1215'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 KB1215'FLUSH WITH GROUND.  IT IS LOCATED
 KB1215'6.7 METER (22.0 FT) NORTH FROM THE CENTER OF A PAVED ROAD,
 KB1215'6.4 METER (21.0 FT) WEST FROM THE CENTER OF A PAVED ROAD AND
 KB1215'1.65 METER (5.4 FT) SOUTHEAST FROM A UTILITY POLE NUMBER 195.
 KB1215'
 KB1215'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1156 ***********************************************************************
 KB1156  DESIGNATION -  DODSON 5
 KB1156  PID         -  KB1156
 KB1156  STATE/COUNTY-  IL/COLES
 KB1156  USGS QUAD   -  CHARLESTON NORTH (1982)
 KB1156
 KB1156                         *CURRENT SURVEY CONTROL
 KB1156  ___________________________________________________________________
 KB1156* NAD 83(1997)-  39 33 00.37044(N)    088 12 51.80192(W)     ADJUSTED  
 KB1156* NAVD 88     -       205.7    (meters)     675.     (feet)  VERTCON   
 KB1156  ___________________________________________________________________
 KB1156  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KB1156  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB1156
 KB1156  HORZ ORDER  -  SECOND
 KB1156
 KB1156.The horizontal coordinates were established by classical geodetic methods
 KB1156.and adjusted by the National Geodetic Survey in October 1999..
 KB1156
 KB1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1156
 KB1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1156
 KB1156.The geoid height was determined by GEOID03.
 KB1156
 KB1156;                    North         East     Units Scale Factor Converg.
 KB1156;SPC IL E     -   320,056.102   310,223.169   MT  0.99997629   +0 04 32.7
 KB1156;SPC IL E     - 1,050,050.73  1,017,790.51   sFT  0.99997629   +0 04 32.7
 KB1156;UTM  16      - 4,378,529.119   395,661.505   MT  0.99973403   -0 46 24.0
 KB1156
 KB1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1156!SPC IL E     -   0.99997276  x   0.99997629  =   0.99994905
 KB1156!UTM  16      -   0.99997276  x   0.99973403  =   0.99970680
 KB1156
 KB1156                          SUPERSEDED SURVEY CONTROL
 KB1156
 KB1156  NAD 83(1997)-  39 33 00.36928(N)    088 12 51.80174(W) AD(       ) 2
 KB1156  NAD 83(1986)-  39 33 00.38098(N)    088 12 51.79954(W) AD(       ) 2
 KB1156  NAD 27      -  39 33 00.25762(N)    088 12 51.64869(W) AD(       ) 2
 KB1156  NGVD 29 (07/19/86)  205.8    (m)          675.     (f) VERT ANG       
 KB1156
 KB1156.Superseded values are not recommended for survey control.
 KB1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1156.See file dsdata.txt to determine how the superseded data were derived.
 KB1156
 KB1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9566278529(NAD 83)
 KB1156_MARKER: Z = SEE DESCRIPTION
 KB1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1156+STABILITY: SURFACE MOTION
 KB1156
 KB1156  HISTORY     - Date     Condition        Report By
 KB1156  HISTORY     - 1980     MONUMENTED       LOCSUR
 KB1156
 KB1156                          STATION DESCRIPTION
 KB1156
 KB1156'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (DCF)
 KB1156'THE STATION IS LOCATED 10.5 KM (6 1/2 MI) SOUTHEAST OF
 KB1156'HUMBOLDT, 7.2 KM (4 1/2 MI) NORTH-NORTHEAST OF
 KB1156'CHARLESTON, 4.8 KM (3 MI) SOUTHWEST OF THE SMALL TOWN OF
 KB1156'FAIRGRANGE AND ON THE ROAD RIGHT-OF-WAY.
 KB1156'
 KB1156'TO REACH THE STATION FROM THE TRAIN STATION ON THE NORTH
 KB1156'SIDE OF CHARLESTON, GO NORTH ON STATE HIGHWAY 130 FOR 6.1 KM
 KB1156'(3.8 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 3.2 KM
 KB1156'(2 MI) TO A T-INTERSECTION AND THE STATION IN THE SOUTHEAST
 KB1156'ANGLE.
 KB1156'
 KB1156'THE STATION IS A PLASTIC DISK, STAMPED---RLS 2010---,
 KB1156'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KB1156'FLUSH WITH GROUND.  IT IS LOCATED
 KB1156'15.40 METERS (50.52 FT) EAST FROM A UTILITY POLE NUMBER S 6 18,
 KB1156'9.7 METERS (31.82 FT) WEST FROM A PAVED ROAD, AND
 KB1156'8.4 METERS (27.56 FT) SOUTH FROM A PAVED ROAD.
 KB1156'
 KB1156'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1186 ***********************************************************************
 KB1186  DESIGNATION -  DODSON 6
 KB1186  PID         -  KB1186
 KB1186  STATE/COUNTY-  IL/COLES
 KB1186  USGS QUAD   -  WESTFIELD WEST (1984)
 KB1186
 KB1186                         *CURRENT SURVEY CONTROL
 KB1186  ___________________________________________________________________
 KB1186* NAD 83(1997)-  39 26 42.29037(N)    088 07 29.38391(W)     ADJUSTED  
 KB1186* NAVD 88     -       227.7    (meters)     747.     (feet)  VERTCON   
 KB1186  ___________________________________________________________________
 KB1186  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KB1186  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB1186
 KB1186  HORZ ORDER  -  SECOND
 KB1186
 KB1186.The horizontal coordinates were established by classical geodetic methods
 KB1186.and adjusted by the National Geodetic Survey in October 1999..
 KB1186
 KB1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1186
 KB1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1186
 KB1186.The geoid height was determined by GEOID03.
 KB1186
 KB1186;                    North         East     Units Scale Factor Converg.
 KB1186;SPC IL E     -   308,410.291   317,947.847   MT  0.99997896   +0 07 56.9
 KB1186;SPC IL E     - 1,011,842.76  1,043,133.89   sFT  0.99997896   +0 07 56.9
 KB1186;UTM  16      - 4,366,773.218   403,211.045   MT  0.99971534   -0 42 52.9
 KB1186
 KB1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1186!SPC IL E     -   0.99996930  x   0.99997896  =   0.99994826
 KB1186!UTM  16      -   0.99996930  x   0.99971534  =   0.99968465
 KB1186
 KB1186                          SUPERSEDED SURVEY CONTROL
 KB1186
 KB1186  NAD 83(1997)-  39 26 42.28886(N)    088 07 29.38444(W) AD(       ) 2
 KB1186  NAD 83(1986)-  39 26 42.30080(N)    088 07 29.38187(W) AD(       ) 2
 KB1186  NAD 27      -  39 26 42.17112(N)    088 07 29.24258(W) AD(       ) 2
 KB1186  NGVD 29 (07/19/86)  227.8    (m)          747.     (f) VERT ANG       
 KB1186
 KB1186.Superseded values are not recommended for survey control.
 KB1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1186.See file dsdata.txt to determine how the superseded data were derived.
 KB1186
 KB1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0321166773(NAD 83)
 KB1186_MARKER: DD = SURVEY DISK
 KB1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1186+STABILITY: SURFACE MOTION
 KB1186
 KB1186  HISTORY     - Date     Condition        Report By
 KB1186  HISTORY     - 1980     MONUMENTED       LOCSUR
 KB1186
 KB1186                          STATION DESCRIPTION
 KB1186
 KB1186'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (DCF)
 KB1186'THE STATION IS LOCATED ABOUT 11.7 KM (7-1/4 MI)
 KB1186'WEST-SOUTHWEST OF WESTFIELD, 5.6 KM (3-1/2 MI) SOUTHEAST
 KB1186'OF CHARLESTON, IN THE NW1/4,S31,T12N,R10E OF HUTTON TOWNSHIP
 KB1186'AND ON COUNTY ROAD RIGHT-OF-WAY.
 KB1186'
 KB1186'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KB1186'16 AND 130 AT THE EAST EDGE OF CHARLESTON, GO SOUTH ON STATE
 KB1186'HIGHWAY 130 FOR 6.3 KM (3.9 MI) TO A SIDE ROAD LEFT.  TURN
 KB1186'LEFT AND GO EAST ON A PAVED ROAD FOR 0.4 KM (0.25 MI) TO THE
 KB1186'STATION ON THE LEFT.
 KB1186'
 KB1186'THE STATION IS A DODSON-VAN WIE PLASTIC SURVEY DISK WITH
 KB1186'RLS 2010 IMPRINTED AND A CENTER DOT,
 KB1186'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 KB1186'FLUSH WITH GROUND.  IT IS LOCATED
 KB1186'31.7 METERS (104.0 FT) NORTHEAST FROM A POWER POLE WITH A
 KB1186'TRANSFORMER,
 KB1186'30.9 METERS (101.5 FT) NORTHWEST FROM A RIGHT-OF-WAY CONCRETE
 KB1186'POST, AND
 KB1186'10 METERS (32.8 FT) NORTH FROM THE CENTER OF A PAVED ROAD.
 KB1186'
 KB1186'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1205 ***********************************************************************
 KB1205  DESIGNATION -  DODSON 7
 KB1205  PID         -  KB1205
 KB1205  STATE/COUNTY-  IL/COLES
 KB1205  USGS QUAD   -  MATTOON EAST (1984)
 KB1205
 KB1205                         *CURRENT SURVEY CONTROL
 KB1205  ___________________________________________________________________
 KB1205* NAD 83(1997)-  39 25 08.37458(N)    088 15 08.57858(W)     ADJUSTED  
 KB1205* NAVD 88     -       224.0    (meters)     735.     (feet)  VERTCON   
 KB1205  ___________________________________________________________________
 KB1205  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KB1205  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB1205
 KB1205  HORZ ORDER  -  SECOND
 KB1205
 KB1205.The horizontal coordinates were established by classical geodetic methods
 KB1205.and adjusted by the National Geodetic Survey in October 1999..
 KB1205
 KB1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1205
 KB1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1205
 KB1205.The geoid height was determined by GEOID03.
 KB1205
 KB1205;                    North         East     Units Scale Factor Converg.
 KB1205;SPC IL E     -   305,496.386   306,970.722   MT  0.99997560   +0 03 05.0
 KB1205;SPC IL E     - 1,002,282.73  1,007,119.78   sFT  0.99997560   +0 03 05.0
 KB1205;UTM  16      - 4,364,022.572   392,194.781   MT  0.99974309   -0 47 43.2
 KB1205
 KB1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1205!SPC IL E     -   0.99996989  x   0.99997560  =   0.99994549
 KB1205!UTM  16      -   0.99996989  x   0.99974309  =   0.99971299
 KB1205
 KB1205                          SUPERSEDED SURVEY CONTROL
 KB1205
 KB1205  NAD 83(1997)-  39 25 08.37358(N)    088 15 08.57926(W) AD(       ) 2
 KB1205  NAD 83(1986)-  39 25 08.38525(N)    088 15 08.57659(W) AD(       ) 2
 KB1205  NAD 27      -  39 25 08.25541(N)    088 15 08.42363(W) AD(       ) 2
 KB1205  NGVD 29 (07/19/86)  224.1    (m)          735.     (f) VERT ANG       
 KB1205
 KB1205.Superseded values are not recommended for survey control.
 KB1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1205.See file dsdata.txt to determine how the superseded data were derived.
 KB1205
 KB1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9219564023(NAD 83)
 KB1205_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KB1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1205+STABILITY: SURFACE MOTION
 KB1205
 KB1205  HISTORY     - Date     Condition        Report By
 KB1205  HISTORY     - 1980     MONUMENTED       LOCSUR
 KB1205
 KB1205                          STATION DESCRIPTION
 KB1205
 KB1205'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (DCF)
 KB1205'THE STATION IS LOCATED ABOUT 10 KM (6-1/4 MI) SOUTHWEST OF
 KB1205'CHARLESTON, 4.0 KM (2-1/2 MI) SOUTHEAST OF LERNA, 3.6 KM
 KB1205'(2-1/4 MI) NORTH OF JANESVILLE, IN THE SW1/4,S7,T11N,R9E
 KB1205'OF PLEASANT GROVE TOWNSHIP, AND ON ROAD RIGHT-OF-WAY.
 KB1205'
 KB1205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16
 KB1205'AND 4TH STREET IN CHARLESTON, GO SOUTH ON 4TH STREET FOR
 KB1205'1.4 KM (0.9 MI) TO A Y-FORK.  BEAR RIGHT AND CONTINUE
 KB1205'SOUTHERLY FOR 7.0 KM (4.35 MI) TO A CROSSROAD (LERNA ROAD).
 KB1205'TURN RIGHT AND GO WEST ON LERNA ROAD FOR 4.1 KM (2.55 MI)
 KB1205'TO THE STATION ON THE RIGHT.
 KB1205'
 KB1205'THE STATION IS A PLASTIC DISK WITH RLS 2010 IMPRINTED ON TOP
 KB1205'WITH A CENTER DOT,
 KB1205'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KB1205'FLUSH WITH GROUND.  IT IS LOCATED
 KB1205'48.3 METERS (158.6 FT) EAST FROM THE CENTER OF ROAD 1180E AND
 KB1205'6.2 METERS (20.5 FT) NORTH FROM THE CENTER OF ROAD 300N.
 KB1205'
 KB1205'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1680 ***********************************************************************
 JB1680  DESIGNATION -  DOGTOWN
 JB1680  PID         -  JB1680
 JB1680  STATE/COUNTY-  IL/WHITE
 JB1680  USGS QUAD   -  MAUNIE (1974)
 JB1680
 JB1680                         *CURRENT SURVEY CONTROL
 JB1680  ___________________________________________________________________
 JB1680* NAD 83(1997)-  38 00 00.19107(N)    088 01 57.19787(W)     ADJUSTED  
 JB1680* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 JB1680  ___________________________________________________________________
 JB1680  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JB1680  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JB1680
 JB1680  HORZ ORDER  -  SECOND
 JB1680
 JB1680.The horizontal coordinates were established by classical geodetic methods
 JB1680.and adjusted by the National Geodetic Survey in October 1999..
 JB1680
 JB1680.The orthometric height was scaled from a topographic map.
 JB1680
 JB1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1680
 JB1680.The geoid height was determined by GEOID03.
 JB1680
 JB1680;                    North         East     Units Scale Factor Converg.
 JB1680;SPC IL E     -   148,023.434   326,417.455   MT  0.99998359   +0 11 06.6
 JB1680;SPC IL E     -   485,640.22  1,070,921.27   sFT  0.99998359   +0 11 06.6
 JB1680;SPC IN W     -   305,925.117   816,629.435   MT  1.00005224   -0 35 04.0
 JB1680;SPC IN W     - 1,003,689.32  2,679,225.07   sFT  1.00005224   -0 35 04.0
 JB1680;UTM  16      - 4,206,323.864   409,343.299   MT  0.99970122   -0 38 08.7
 JB1680
 JB1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1680!SPC IL E     -   0.99998441  x   0.99998359  =   0.99996800
 JB1680!SPC IN W     -   0.99998441  x   1.00005224  =   1.00003665
 JB1680!UTM  16      -   0.99998441  x   0.99970122  =   0.99968563
 JB1680
 JB1680|---------------------------------------------------------------------|
 JB1680| PID    Reference Object                     Distance      Geod. Az  |
 JB1680|                                                           dddmmss.s |
 JB1680| CI4291 DOGTOWN RM 1                         14.578 METERS 02047     |
 JB1680| CI4292 DOGTOWN RM 2                         12.518 METERS 26359     |
 JB1680| CI4290 DOGTOWN AZ MK                                      3541607.3 |
 JB1680|---------------------------------------------------------------------|
 JB1680
 JB1680                          SUPERSEDED SURVEY CONTROL
 JB1680
 JB1680  NAD 83(1997)-  38 00 00.19161(N)    088 01 57.19774(W) AD(       ) 2
 JB1680  NAD 83(1997)-  38 00 00.19697(N)    088 01 57.19630(W) AD(       ) 2
 JB1680  NAD 83(1986)-  38 00 00.20060(N)    088 01 57.19865(W) AD(       ) 2
 JB1680  NAD 27      -  38 00 00.03476(N)    088 01 57.08588(W) AD(       ) 2
 JB1680
 JB1680.Superseded values are not recommended for survey control.
 JB1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1680.See file dsdata.txt to determine how the superseded data were derived.
 JB1680
 JB1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0934306324(NAD 83)
 JB1680_MARKER: DS = TRIANGULATION STATION DISK
 JB1680_SETTING: 0 = UNSPECIFIED SETTING
 JB1680
 JB1680  HISTORY     - Date     Condition        Report By
 JB1680  HISTORY     - 1967     MONUMENTED       CGS
 JB1680
 JB1680                          STATION DESCRIPTION
 JB1680
 JB1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JB1680'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHEAST OF CARMI, 8.5 MILES
 JB1680'NORTHWEST OF MT
 JB1680'VERNON, INDIANA, 2.5 MILES SOUTH OF MAUNIE AND ON A
 JB1680'HIGH BALD KNOLL ON THE PROPERTY OF
 JB1680'MR MARK FRASHIER.
 JB1680'
 JB1680'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MAUNIE, GO SOUTHEAST
 JB1680'ALONG THE
 JB1680'NORTHEAST SIDE OF THE RAILROAD TRACKS FOR 0.1 MILE TO A
 JB1680'FORK.  TAKE RIGHT FORK AND
 JB1680'GO SOUTH, CROSSING RAILROAD TRACK FOR 0.15
 JB1680'MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE
 JB1680'SOUTHERLY ON A PAVED
 JB1680'ROAD FOR 2.35 MILES TO A T-INTERSECTION.  TURN LEFT AND GO EAST
 JB1680'ON A PAVED ROAD
 JB1680'FOR 0.55 MILE TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH
 JB1680'MARK FROM THIS POINT TURN
 JB1680'LEFT AND GO NORTH ON A DIRT ROAD FOR 0.4
 JB1680'MILE TO THE MARK ON THE RIGHT.) CONTINUE
 JB1680'EAST AND SOUTH ON THE PAVED
 JB1680'ROAD FOR 0.25 MILE TO A FARM HOUSE ON THE RIGHT AND THE END
 JB1680'OF TRUCK TRAVEL.
 JB1680'FROM THIS POINT, PACK WESTERLY FOR ABOUT 200 YARDS TO THE
 JB1680'TOP OF THE BALD KNOLL AND
 JB1680'STATION ON THE HIGHEST POINT.
 JB1680'
 JB1680'STATION MARK, STAMPED DOGTOWN 1967 IS A STANDARD DISK BRAZED TO THE
 JB1680'TOP OF A 2-INCH
 JB1680'CAST IRON PIPE WHICH IS SET FLUSH WITH THE GROUND
 JB1680'SURFACE.  IT IS ABOUT 75 YARDS
 JB1680'NORTH OF A CEMETERY AND 4.2 FEET NORTH
 JB1680'OF A METAL WITNESS POST.
 JB1680'
 JB1680'RM NO 1, STAMPED DOGTOWN NO 1 1967 IS A STANDARD DISK BRAZED TO THE
 JB1680'TOP OF A 2-INCH
 JB1680'CAST IRON PIPE WHICH IS SET 3 INCHES BELOW THE GROUND
 JB1680'SURFACE.  IT IS 52 FEET NORTHEAST
 JB1680'OF THE METAL WITNESS POST.
 JB1680'
 JB1680'RM NO 2, STAMPED DOGTOWN NO 2 1967 IS A STANDARD DISK BRAZED TO THE
 JB1680'TOP OF A 2-INCH
 JB1680'CAST IRON PIPE WHICH IS SET FLUSH WITH THE GROUND
 JB1680'SURFACE.  IT IS 39 FEET EAST OF
 JB1680'THE METAL WITNESS POST.
 JB1680'
 JB1680'AZIMUTH MARK, STAMPED DOGTOWN 1967 IS A STANDARD DISK SET IN THE TOP
 JB1680'OF A ROUND
 JB1680'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 2 FEET
 JB1680'SOUTH OF A METAL WITNESS
 JB1680'POST, 3 FEET WEST OF A POWER POLE AND 16
 JB1680'FEET EAST OF THE CENTER OF A DIRT ROAD.
 JB1680'
 JB1680'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1882 ***********************************************************************
 KA1882  DESIGNATION -  DOLSON
 KA1882  PID         -  KA1882
 KA1882  STATE/COUNTY-  IL/CLARK
 KA1882  USGS QUAD   -  CLARKSVILLE (1984)
 KA1882
 KA1882                         *CURRENT SURVEY CONTROL
 KA1882  ___________________________________________________________________
 KA1882* NAD 83(1997)-  39 24 40.33617(N)    087 50 30.02799(W)     ADJUSTED  
 KA1882* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 KA1882  ___________________________________________________________________
 KA1882  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 KA1882  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KA1882
 KA1882  HORZ ORDER  -  SECOND
 KA1882
 KA1882.The horizontal coordinates were established by classical geodetic methods
 KA1882.and adjusted by the National Geodetic Survey in October 1999..
 KA1882
 KA1882.The orthometric height was scaled from a topographic map.
 KA1882
 KA1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1882
 KA1882.The geoid height was determined by GEOID03.
 KA1882
 KA1882;                    North         East     Units Scale Factor Converg.
 KA1882;SPC IL E     -   304,743.921   342,342.065   MT  0.99999707   +0 18 43.7
 KA1882;SPC IL E     -   999,814.01  1,123,167.26   sFT  0.99999707   +0 18 43.7
 KA1882;UTM  16      - 4,362,747.906   427,541.157   MT  0.99966464   -0 32 03.8
 KA1882
 KA1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1882!SPC IL E     -   0.99997367  x   0.99999707  =   0.99997074
 KA1882!UTM  16      -   0.99997367  x   0.99966464  =   0.99963832
 KA1882
 KA1882|---------------------------------------------------------------------|
 KA1882| PID    Reference Object                     Distance      Geod. Az  |
 KA1882|                                                           dddmmss.s |
 KA1882| CM3428 DOLSON RM 1                          28.282 METERS 08602     |
 KA1882| CM3427 DOLSON AZ MK                                       2681843.5 |
 KA1882| CM3429 DOLSON RM 2                          49.195 METERS 31843     |
 KA1882|---------------------------------------------------------------------|
 KA1882
 KA1882                          SUPERSEDED SURVEY CONTROL
 KA1882
 KA1882  NAD 83(1997)-  39 24 40.33561(N)    087 50 30.02635(W) AD(       ) 2
 KA1882  NAD 83(1986)-  39 24 40.34451(N)    087 50 30.02194(W) AD(       ) 2
 KA1882  NAD 27      -  39 24 40.21450(N)    087 50 29.91650(W) AD(       ) 2
 KA1882
 KA1882.Superseded values are not recommended for survey control.
 KA1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1882.See file dsdata.txt to determine how the superseded data were derived.
 KA1882
 KA1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2754162748(NAD 83)
 KA1882_MARKER: DS = TRIANGULATION STATION DISK
 KA1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1882
 KA1882  HISTORY     - Date     Condition        Report By
 KA1882  HISTORY     - 1947     MONUMENTED       CGS
 KA1882  HISTORY     - 19950805 GOOD             USPSQD
 KA1882
 KA1882                          STATION DESCRIPTION
 KA1882
 KA1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1882'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF MARTINSVILLE,
 KA1882'4-3/4 MILES NORTHWEST OF CLARK CENTER, AND ON LAND OWNED BY MR.
 KA1882'L.E.CLAYPOOL. THE MARK IS 70 FEET NORTH OF THE APPROXIMATE CENTERLINE
 KA1882'OF A GRAVELED ROAD, 61 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 KA1882'CORNER OF MR. CLAYPOOLS HOUSE, AND 10 FEET NORTH OF A FENCE CORNER.
 KA1882'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 KA1882'DOLSON 1947.
 KA1882'
 KA1882'REFERENCE MARK NO. 1 IS 92.79 FEET EAST OF THE STATION, 37 FEET NORTH
 KA1882'OF THE APPROXIMATE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT
 KA1882'WEST OF A WIRE FENCE. THE MARK IS FLUSH WITH THE GROUND, AND THE DISK
 KA1882'IS STAMPED DOLSON NO 1 1947.
 KA1882'
 KA1882'REFERENCE MARK NO. 2 IS 161.40 FEET NORTHWEST OF THE STATION AND 1.5
 KA1882'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CHICKEN HOUSE.
 KA1882'THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED DOLSON NO
 KA1882'2 1947.
 KA1882'
 KA1882'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 33 FEET WEST OF THE
 KA1882'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 2.5 FEET NORTH OF
 KA1882'A WITNESS POST. THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 KA1882'DOLSON 1947.
 KA1882'
 KA1882'TO REACH THE STATION FROM THE CITY HALL IN MARTINSVILLE, GO EAST ON
 KA1882'U.S. HIGHWAY 40 FOR 2.9 MILES TO A SIDE ROAD ON THE LEFT. TURN
 KA1882'LEFT, NORTH, AND GO ON THE MAIN GRAVELED ROAD FOR 2.8 MILES TO A
 KA1882'T-ROAD INTERSECTION. TURN LEFT, WEST AND NORTH, AND GO FOR 1.9
 KA1882'MILES TO A SIDE ROAD ON THE RIGHT, AND THE AZIMUTH MARK ON THE LEFT
 KA1882'AS DESCRIBED. TURN RIGHT, EAST, AND GO FOR 0.3 MILE TO THE
 KA1882'FARM HOME OF MR. CLAYPOOL ON THE LEFT AND THE STATION.
 KA1882'
 KA1882'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 KA1882
 KA1882                          STATION RECOVERY (1995)
 KA1882
 KA1882'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0955 ***********************************************************************
 HB0955  DESIGNATION -  DONGOLA AZ MK RESET
 HB0955  PID         -  HB0955
 HB0955  STATE/COUNTY-  IL/UNION
 HB0955  USGS QUAD   -  DONGOLA (1996)
 HB0955
 HB0955                         *CURRENT SURVEY CONTROL
 HB0955  ___________________________________________________________________
 HB0955* NAD 83(1986)-  37 21 13.     (N)    089 09 24.     (W)     SCALED    
 HB0955* NAVD 88     -       148.093  (meters)     485.87   (feet)  ADJUSTED  
 HB0955  ___________________________________________________________________
 HB0955  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0955  DYNAMIC HT  -         147.988 (meters)     485.52  (feet)  COMP
 HB0955  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 HB0955
 HB0955  VERT ORDER  -  SECOND    CLASS 0
 HB0955
 HB0955.The horizontal coordinates were scaled from a topographic map and have
 HB0955.an estimated accuracy of +/- 6 seconds.
 HB0955
 HB0955.The orthometric height was determined by differential leveling
 HB0955.and adjusted by the National Geodetic Survey in June 1991..
 HB0955
 HB0955.The geoid height was determined by GEOID03.
 HB0955
 HB0955.The dynamic height is computed by dividing the NAVD 88
 HB0955.geopotential number by the normal gravity value computed on the
 HB0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0955.degrees latitude (g = 980.6199 gals.).
 HB0955
 HB0955.The modeled gravity was interpolated from observed gravity values.
 HB0955
 HB0955;                    North         East    Units  Estimated Accuracy
 HB0955;SPC IL W     -    76,710.      789,480.      MT  (+/- 180 meters Scaled)
 HB0955
 HB0955                          SUPERSEDED SURVEY CONTROL
 HB0955
 HB0955  NGVD 29 (??/??/??)  148.067  (m)          485.78   (f) ADJUSTED    2 0
 HB0955
 HB0955.Superseded values are not recommended for survey control.
 HB0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0955.See file dsdata.txt to determine how the superseded data were derived.
 HB0955
 HB0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG089362(NAD 83)
 HB0955_MARKER: DZ = AZIMUTH MARK DISK
 HB0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0955_STAMPING: DONGOLA 1957 RESET 1960
 HB0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0955+STABILITY: SURFACE MOTION
 HB0955
 HB0955  HISTORY     - Date     Condition        Report By
 HB0955  HISTORY     - 1960     MONUMENTED       CGS
 HB0955  HISTORY     - 1970     GOOD             NGS
 HB0955
 HB0955                          STATION DESCRIPTION
 HB0955
 HB0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0955'1.2 MI SE FROM DONGOLA.
 HB0955'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE ILLINOIS
 HB0955'CENTRAL RAILROAD STATION AT DONGOLA, THENCE 0.3 MILE SOUTHEAST
 HB0955'ALONG CROSS STREET, THENCE 0.5 MILE SOUTHEAST ALONG AN ASPHALT
 HB0955'ROAD, THENCE 0.1 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.25 MILE
 HB0955'EAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE EAST OF INTERSTATE
 HB0955'HIGHWAY 57, AT THE WEST END OF A CURVE WITH TANGENTS EXTENDING
 HB0955'TO THE WEST AND SOUTHEAST, 30 FEET NORTH OF THE CENTER LINE OF
 HB0955'THE ROAD, 77 FEET NORTH-NORTHWEST OF THE FIRST POWER POLE WEST
 HB0955'OF A POWER POLE WITH A TRANSFORMER, 2.0 FEET WEST OF A METAL
 HB0955'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN
 HB0955'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0955
 HB0955                          STATION RECOVERY (1970)
 HB0955
 HB0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HB0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1710 ***********************************************************************
 HB1710  DESIGNATION -  DONGOLA MUNICIPAL TANK
 HB1710  PID         -  HB1710
 HB1710  STATE/COUNTY-  IL/UNION
 HB1710  USGS QUAD   -  DONGOLA (1996)
 HB1710
 HB1710                         *CURRENT SURVEY CONTROL
 HB1710  ___________________________________________________________________
 HB1710* NAD 83(1997)-  37 21 45.34404(N)    089 10 16.08016(W)     ADJUSTED  
 HB1710* NAVD 88     -                                                        
 HB1710  ___________________________________________________________________
 HB1710  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HB1710  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB1710
 HB1710  HORZ ORDER  -  THIRD
 HB1710
 HB1710.The horizontal coordinates were established by classical geodetic methods
 HB1710.and adjusted by the National Geodetic Survey in October 1999..
 HB1710
 HB1710
 HB1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1710
 HB1710.The geoid height was determined by GEOID03.
 HB1710
 HB1710;                    North         East     Units Scale Factor Converg.
 HB1710;SPC IL W     -    77,693.165   788,187.519   MT  1.00003694   +0 36 15.1
 HB1710;SPC IL W     -   254,898.33  2,585,911.89   sFT  1.00003694   +0 36 15.1
 HB1710;UTM  16      - 4,137,308.822   307,730.026   MT  1.00005539   -1 19 04.7
 HB1710
 HB1710                          SUPERSEDED SURVEY CONTROL
 HB1710
 HB1710  NAD 83(1997)-  37 21 45.34970(N)    089 10 16.08129(W) AD(       ) 4
 HB1710  NAD 83(1986)-  37 21 45.34891(N)    089 10 16.08189(W) AD(       ) 4
 HB1710  NAD 27      -  37 21 45.17200(N)    089 10 15.79300(W) AD(       ) 3
 HB1710
 HB1710.Superseded values are not recommended for survey control.
 HB1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1710.See file dsdata.txt to determine how the superseded data were derived.
 HB1710
 HB1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0773037309(NAD 83)
 HB1710_MARKER: 53 = ELEVATED TANK
 HB1710
 HB1710  HISTORY     - Date     Condition        Report By
 HB1710  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1710  HISTORY     - 1960     GOOD             CGS
 HB1710
 HB1710                          STATION DESCRIPTION
 HB1710
 HB1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1710'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER TANK OF
 HB1710'DONGOLA. IT IS LOCATED ON A HIGH RIDGE NEAR THE WEST EDGE OF TOWN
 HB1710'AND 45 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD. THE TANK IS
 HB1710'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS 90
 HB1710'FEET. THE ENTIRE STRUCTURE IS PAINTED ALUMINUM. THE WORD DONGOLA IS
 HB1710'PAINTED IN BLACK LETTERS ON THE EAST SIDE OF THE TANK.
 HB1710'
 HB1710'TO REACH THE STATION FROM THE INTERSECTION OF A PAVED ROAD AND A
 HB1710'RAILROAD CROSSING, JUST SOUTH OF THE RAILROAD DEPOT IN DONGOLA,
 HB1710'GO WEST UP HILL ON THE PAVED ROAD FOR 0.35 MILE TO THE STATION ON THE
 HB1710'LEFT.
 HB1710
 HB1710                          STATION RECOVERY (1960)
 HB1710
 HB1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB1710'THE STATION WAS RECOVERED AS DESCRIBED BY W. N. MARTIN IN 1957.
 HB1710'
 HB1710'THE ORIGINAL TO REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0958 ***********************************************************************
 HB0958  DESIGNATION -  DONGOLA RESET
 HB0958  PID         -  HB0958
 HB0958  STATE/COUNTY-  IL/UNION
 HB0958  USGS QUAD   -  DONGOLA (1996)
 HB0958
 HB0958                         *CURRENT SURVEY CONTROL
 HB0958  ___________________________________________________________________
 HB0958* NAD 83(1997)-  37 21 25.35127(N)    089 09 33.26779(W)     ADJUSTED  
 HB0958* NAVD 88     -       152.30   (+/-2cm)     499.7    (feet)  VERTCON   
 HB0958  ___________________________________________________________________
 HB0958  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 HB0958  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0958
 HB0958  HORZ ORDER  -  FIRST
 HB0958  VERT ORDER  -  ? (See Below)
 HB0958
 HB0958.The horizontal coordinates were established by classical geodetic methods
 HB0958.and adjusted by the National Geodetic Survey in October 1999..
 HB0958
 HB0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0958.The vertical order pertains to the NGVD 29 superseded value.
 HB0958
 HB0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0958
 HB0958.The geoid height was determined by GEOID03.
 HB0958
 HB0958;                    North         East     Units Scale Factor Converg.
 HB0958;SPC IL W     -    77,087.995   789,247.585   MT  1.00003926   +0 36 40.8
 HB0958;SPC IL W     -   252,912.86  2,589,389.79   sFT  1.00003926   +0 36 40.8
 HB0958;UTM  16      - 4,136,668.429   308,769.214   MT  1.00005048   -1 18 38.1
 HB0958
 HB0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0958!SPC IL W     -   0.99998057  x   1.00003926  =   1.00001983
 HB0958!UTM  16      -   0.99998057  x   1.00005048  =   1.00003104
 HB0958
 HB0958:                Primary Azimuth Mark                     Grid Az
 HB0958:SPC IL W     -  DONGOLA AZ MK                            128 08 44.3
 HB0958:UTM  16      -  DONGOLA AZ MK                            130 04 03.2
 HB0958
 HB0958|---------------------------------------------------------------------|
 HB0958| PID    Reference Object                     Distance      Geod. Az  |
 HB0958|                                                           dddmmss.s |
 HB0958| CI4293 DONGOLA AZ MK                                      1284525.1 |
 HB0958| HB0955 DONGOLA AZ MK RESET                                1331239.5 |
 HB0958| HB0956 DONGOLA RM 1                         28.974 METERS 14917     |
 HB0958| HB1717 LEVINGS                             APPROX.17.7 KM 1511102.5 |
 HB0958| HB0960 DONGOLA RM 4                         17.623 METERS 26951     |
 HB0958| HB1710 DONGOLA MUNICIPAL TANK              APPROX. 1.2 KM 3001957.2 |
 HB0958| CI4294 DONGOLA RM 2                         32.232 METERS 30133     |
 HB0958| HB0959 DONGOLA RM 3                         24.610 METERS 32424     |
 HB0958|---------------------------------------------------------------------|
 HB0958
 HB0958                          SUPERSEDED SURVEY CONTROL
 HB0958
 HB0958  NAD 83(1997)-  37 21 25.35676(N)    089 09 33.26865(W) AD(       ) 1
 HB0958  NAD 83(1986)-  37 21 25.35651(N)    089 09 33.27027(W) AD(       ) 1
 HB0958  NGVD 29 (??/??/??)  152.275  (m)          499.59   (f) ADJUSTED    ?  
 HB0958
 HB0958.Superseded values are not recommended for survey control.
 HB0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0958.See file dsdata.txt to determine how the superseded data were derived.
 HB0958
 HB0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0876936668(NAD 83)
 HB0958_MARKER: DS = TRIANGULATION STATION DISK
 HB0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0958_STAMPING: DONGOLA 1957 1970
 HB0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0958+STABILITY: SURFACE MOTION
 HB0958
 HB0958  HISTORY     - Date     Condition        Report By
 HB0958  HISTORY     - 1970     MONUMENTED       NGS
 HB0958  HISTORY     - 1970     GOOD             NGS
 HB0958  HISTORY     - 1978     GOOD             NGS
 HB0958  HISTORY     - 1978     GOOD             NGS
 HB0958
 HB0958                          STATION DESCRIPTION
 HB0958
 HB0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HB0958'REFERENCE MARK 1 AND REFERENCE MARK 3 SET IN 1960 WERE FOUND IN GOOD
 HB0958'CONDITION. THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT
 HB0958'OBSTRUCTED TO THE STATION BY A BARN NEAR THE MARK. THE STATION SITE
 HB0958'WAS FOUND TO HAVE BEEN GRADED DOWN ABOUT 6 FEET AND BOTH THE
 HB0958'SURFACE AND UNDERGROUND MARKS GONE. AN 8 FOOT STAND WAS USED AND BY
 HB0958'USING THE DISTANCE FROM THE MARKS AND DIRECTION BETWEEN THEM A NEW
 HB0958'STATION MARK WAS SET ALONG WITH A REFERENCE MARK 4. REFERENCE MARK 1
 HB0958'WOULD BE IN A DRIVEWAY TO NEW TRAILER PARK AND WAS DESTROYED AT
 HB0958'THE REQUEST OF THE PROPERTY OWNER. IT SHOULD BE NOTED THAT THE
 HB0958'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO AGREE WITH THE 1957 VALUE
 HB0958'RATHER THAN THE 1960. A NEW DESCRIPTION FOLLOWS-
 HB0958'
 HB0958'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF DONGOLA, IN THE
 HB0958'NORTHWEST CORNER OF A TRAILER PARK OWNED BY MR. KENT KELLER, 33
 HB0958'FEET NORTHEAST OF THE CENTERLINE OF A PAVED STREET, 5 FEET NORTHWEST
 HB0958'OF A POWER TRANSFORMER POLE, 48 FEET NORTHEAST OF A POWER POLE
 HB0958'AND 95 FEET SOUTHEAST OF CENTERLINE OF DRIVEWAY. THE MONUMENT IS
 HB0958'FLUSH AND THE DISK IS STAMPED DONGOLA 1957 1970.
 HB0958'
 HB0958'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE CENTER OF
 HB0958'DONGOLA, GO SOUTHERLY ON U.S. HIGHWAY 51 FOR 0.05 MILE TO A PAVED
 HB0958'CROSS-STREET. TURN LEFT AND GO SOUTHEASTERLY FOR 0.3 MILE TO A STREET
 HB0958'FORK. TAKE THE LEFT FORK AND GO EASTERLY ON THE STREET FOR
 HB0958'0.2 MILE TO THE STATION ON THE LEFT. CONTINUE
 HB0958'SOUTHEASTERLY ON THE STREET FOR 0.35 MILES TO
 HB0958'A GRAVELED ROAD LEFT. TURN LEFT AND GO EASTERLY CROSSING I-57 FOR 0.2
 HB0958'MILE TO THE MARK ON THE LEFT.
 HB0958'
 HB0958'REFERENCE MARK 3 IS 36 FEET NORTHWEST OF A LARGE MAPLE TREE, 24 FEET
 HB0958'NORTHEAST OF THE CENTERLINE OF THE STREET AND 16 FEET SOUTHEAST
 HB0958'OF THE CENTERLINE OF A DRIVEWAY. THE MONUMENT IS FLUSH AND THE DISK
 HB0958'IS STAMPED DONGOLA NO 3 1957.
 HB0958'
 HB0958'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DONGOLA 1957 NO 4 1970
 HB0958'SET IN A DRILL HOLE IN THE CONCRETE DRIVE OF MR.  CECIL WATERS
 HB0958'HOME, 18 FEET SOUTHWEST OF THE CENTERLINE OF THE STREET, 1 FOOT
 HB0958'NORTHWEST OF THE SOUTHEAST EDGE OF THE DRIVE, 35 FEET NORTHEAST
 HB0958'OF THE NORTHEAST CORNER OF MR. WALTERS HOME AND 34 FEET NORTHWEST OF
 HB0958'A POWER POLE.
 HB0958'
 HB0958'THE AZIMUTH MARK IS 82 FEET NORTH-NORTHWEST OF A POWER POLE, 29 FEET
 HB0958'NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF A METAL
 HB0958'WITNESS POST AND DIRECTLY UNDER A BOARD FENCE OF BARN LOT. THE
 HB0958'MONUMENT IS FLUSH AND THE DISK IS STAMPED DONGOLA 1957 RESET
 HB0958'1960.
 HB0958'
 HB0958'
 HB0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT DONGOLA
 HB0958'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 HB0958
 HB0958                          STATION RECOVERY (1970)
 HB0958
 HB0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HB0958'0.6 MI SE FROM DONGOLA.
 HB0958'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE RAILROAD
 HB0958'DEPOT IN DONGOLA, THENCE SOUTHEASTERLY ON PAVED STREET TO A FORK,
 HB0958'THENCE EASTERLY ALONG THE LEFT FORK FOR 0.2 MILE TO TRAILER PARK
 HB0958'AND MARK ON THE LEFT, IN THE NORTHWEST CORNER OF THE PARK ON
 HB0958'PROPERTY OWNED BY MR. KENT KELLER, 33 FEET NORTHEAST OF THE
 HB0958'CENTERLINE OF THE STREET, 5 FEET NORTHWEST OF A POWER TRANSFORMER
 HB0958'POLE, 48 FEET NORTHEAST OF A POWER POLE, 95 FEET SOUTHEAST OF
 HB0958'CENTERLINE OF DRIVEWAY, SET IN THE TOP OF A ROUND CONCRETE POST
 HB0958'FLUSH WITH THE GROUND.
 HB0958
 HB0958                          STATION RECOVERY (1978)
 HB0958
 HB0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HB0958'RECOVERED IN GOOD CONDITION.
 HB0958
 HB0958                          STATION RECOVERY (1978)
 HB0958
 HB0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HB0958'THE STATION, AZIMUTH MARK AND REFERENCE MARK 3 WERE FOUND IN GOOD
 HB0958'CONDITION AND AS DESCRIBED IN THE 1970 RECOVERY NOTE.  REFERENCE
 HB0958'MARK 4 WAS SHEARED OFF BY A SNOW PLOW AND REFERENCE MARK 5 WAS SET
 HB0958'IN THE SAME HOLE BUT COUNTER-SUNK AT THE REQUEST OF THE PROPERTY
 HB0958'OWNER.  THE DISTANCE TO REFERENCE MARK 3 CHECKED.  THE AZIMUTH
 HB0958'MARK IS STILL OBSTRUCTED TO THE STATION BY THE BARN.  THE
 HB0958'1970 RECOVERY NOTE IS GOOD EXCEPT THAT REFERENCE MARK 5 IS NOW AT
 HB0958'THE SITE OF REFERENCE MARK 4.
 HB0958'
 HB0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DONGOLA.
 HB0958'
 HB0958'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0959 ***********************************************************************
 HB0959  DESIGNATION -  DONGOLA RM 3
 HB0959  PID         -  HB0959
 HB0959  STATE/COUNTY-  IL/UNION
 HB0959  USGS QUAD   -  DONGOLA (1996)
 HB0959
 HB0959                         *CURRENT SURVEY CONTROL
 HB0959  ___________________________________________________________________
 HB0959* NAD 83(1986)-  37 21 25.     (N)    089 09 32.     (W)     SCALED    
 HB0959* NAVD 88     -       154.148  (meters)     505.73   (feet)  ADJUSTED  
 HB0959  ___________________________________________________________________
 HB0959  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB0959  DYNAMIC HT  -         154.039 (meters)     505.38  (feet)  COMP
 HB0959  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 HB0959
 HB0959  VERT ORDER  -  SECOND    CLASS 0
 HB0959
 HB0959.The horizontal coordinates were scaled from a topographic map and have
 HB0959.an estimated accuracy of +/- 6 seconds.
 HB0959
 HB0959.The orthometric height was determined by differential leveling
 HB0959.and adjusted by the National Geodetic Survey in June 1991..
 HB0959
 HB0959.The geoid height was determined by GEOID03.
 HB0959
 HB0959.The dynamic height is computed by dividing the NAVD 88
 HB0959.geopotential number by the normal gravity value computed on the
 HB0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0959.degrees latitude (g = 980.6199 gals.).
 HB0959
 HB0959.The modeled gravity was interpolated from observed gravity values.
 HB0959
 HB0959;                    North         East    Units  Estimated Accuracy
 HB0959;SPC IL W     -    77,080.      789,280.      MT  (+/- 180 meters Scaled)
 HB0959
 HB0959                          SUPERSEDED SURVEY CONTROL
 HB0959
 HB0959  NGVD 29 (??/??/??)  154.124  (m)          505.66   (f) ADJUSTED    2 0
 HB0959
 HB0959.Superseded values are not recommended for survey control.
 HB0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0959.See file dsdata.txt to determine how the superseded data were derived.
 HB0959
 HB0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG088366(NAD 83)
 HB0959_MARKER: DR = REFERENCE MARK DISK
 HB0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0959_STAMPING: DONGOLA NO 3 1957
 HB0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0959+STABILITY: SURFACE MOTION
 HB0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0959+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HB0959
 HB0959  HISTORY     - Date     Condition        Report By
 HB0959  HISTORY     - 1958     MONUMENTED       CGS
 HB0959  HISTORY     - 1960     GOOD             CGS
 HB0959  HISTORY     - 1970     GOOD             NGS
 HB0959  HISTORY     - 1978     GOOD             NGS
 HB0959  HISTORY     - 20020827 GOOD             USACE
 HB0959
 HB0959                          STATION DESCRIPTION
 HB0959
 HB0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0959'0.6 MI SE FROM DONGOLA.
 HB0959'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE ILLINOIS
 HB0959'CENTRAL RAILROAD STATION AT DONGOLA, THENCE 0.3 MILE SOUTHEAST
 HB0959'ALONG CROSS STREET, THENCE 0.2 MILE EAST ALONG AN ASPHALT ROAD,
 HB0959'AT THE EAST END OF A CURVE WITH TANGENTS EXTENDING TO THE WEST
 HB0959'AND SOUTHEAST, AT A DRIVE NORTH TO C.B. KELLERS HOME, 24 FEET
 HB0959'NORTHEAST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHEAST OF
 HB0959'THE CENTER LINE OF THE DRIVE, 97 FEET SOUTH OF THE SOUTHWEST
 HB0959'CORNER OF A BARN, 36 FEET NORTHWEST OF A 30-INCH MAPLE TREE,
 HB0959'80.7 FEET NORTHWEST OF TRIANGULATION STATION DONGOLA, 89.8 FEET
 HB0959'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 HB0959'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HB0959'GROUND.
 HB0959
 HB0959                          STATION RECOVERY (1970)
 HB0959
 HB0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HB0959'RECOVERED IN GOOD CONDITION.
 HB0959
 HB0959                          STATION RECOVERY (1978)
 HB0959
 HB0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 HB0959'RECOVERED IN GOOD CONDITION.
 HB0959
 HB0959                          STATION RECOVERY (2002)
 HB0959
 HB0959'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1254 ***********************************************************************
 HB1254  DESIGNATION -  DONGOLA RM 5
 HB1254  PID         -  HB1254
 HB1254  STATE/COUNTY-  IL/UNION
 HB1254  USGS QUAD   -  CYPRESS (1966)
 HB1254
 HB1254                         *CURRENT SURVEY CONTROL
 HB1254  ___________________________________________________________________
 HB1254* NAD 83(1986)-  37 21 58.     (N)    089 05 41.     (W)     SCALED    
 HB1254* NAVD 88     -       152.99   (+/-2cm)     501.9    (feet)  VERTCON   
 HB1254  ___________________________________________________________________
 HB1254  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HB1254
 HB1254  VERT ORDER  -  ? (See Below)
 HB1254
 HB1254.The horizontal coordinates were scaled from a topographic map and have
 HB1254.an estimated accuracy of +/- 6 seconds.
 HB1254
 HB1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1254.The vertical order pertains to the NGVD 29 superseded value.
 HB1254
 HB1254.The geoid height was determined by GEOID03.
 HB1254
 HB1254;                    North         East    Units  Estimated Accuracy
 HB1254;SPC IL W     -    78,160.      794,950.      MT  (+/- 180 meters Scaled)
 HB1254
 HB1254                          SUPERSEDED SURVEY CONTROL
 HB1254
 HB1254  NGVD 29 (??/??/??)  152.982  (m)          501.91   (f) ADJUSTED    ?  
 HB1254
 HB1254.Superseded values are not recommended for survey control.
 HB1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1254.See file dsdata.txt to determine how the superseded data were derived.
 HB1254
 HB1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG145375(NAD 83)
 HB1254_MARKER: DR = REFERENCE MARK DISK
 HB1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB1254_SP_SET: DRIVEWAY
 HB1254_STAMPING: DONGOLA 1957 NO 5 1978
 HB1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1254
 HB1254  HISTORY     - Date     Condition        Report By
 HB1254  HISTORY     - 1978     MONUMENTED       NGS
 HB1254
 HB1254                          STATION DESCRIPTION
 HB1254
 HB1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 HB1254'AT DONGOLA FROM DONGOLA.
 HB1254'SOUTHERLY ALONG U.S. HIGHWAY 51 0.05 MILE FROM THE RAILROAD DEPOT
 HB1254'AT DONGOLA, THENCE SOUTHEASTERLY ON PAVED STREET FOR 0.3 MILE
 HB1254'TO A STREET FORK. TAKE THE LEFT FORK AND GO EASTERLY FOR 0.2
 HB1254'MILE TO THE MARK ON THE RIGHT, SET IN A DRILL HOLE IN THE
 HB1254'CONCRETE DRIVEWAY OF MR. CECIL WATERS, 18 FEET SOUTHWEST OF THE
 HB1254'CENTERLINE OF THE STREET, 1 FOOT NORTHWEST OF THE SOUTHEAST EDGE
 HB1254'OF THE DRIVEWAY, 35 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HB1254'HOUSE AND 34 FEET NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1462 ***********************************************************************
 MF1462  DESIGNATION -  DONOHUE
 MF1462  PID         -  MF1462
 MF1462  STATE/COUNTY-  IL/LA SALLE
 MF1462  USGS QUAD   -  WEDRON (1970)
 MF1462
 MF1462                         *CURRENT SURVEY CONTROL
 MF1462  ___________________________________________________________________
 MF1462* NAD 83(1997)-  41 24 21.65920(N)    088 52 27.26087(W)     ADJUSTED  
 MF1462* NAVD 88     -       191.57   (+/-2cm)     628.5    (feet)  VERTCON   
 MF1462  ___________________________________________________________________
 MF1462  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 MF1462  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF1462
 MF1462  HORZ ORDER  -  FIRST
 MF1462  VERT ORDER  -  THIRD ? (See Below)
 MF1462
 MF1462.The horizontal coordinates were established by classical geodetic methods
 MF1462.and adjusted by the National Geodetic Survey in October 1999..
 MF1462
 MF1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1462.The vertical order pertains to the NGVD 29 superseded value.
 MF1462
 MF1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1462
 MF1462.The geoid height was determined by GEOID03.
 MF1462
 MF1462;                    North         East     Units Scale Factor Converg.
 MF1462;SPC IL E     -   526,273.179   254,772.249   MT  1.00000016   -0 21 27.9
 MF1462;SPC IL E     - 1,726,614.59    835,865.29   sFT  1.00000016   -0 21 27.9
 MF1462;UTM  16      - 4,585,525.325   343,341.310   MT  0.99990203   -1 14 23.5
 MF1462
 MF1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1462!SPC IL E     -   0.99997512  x   1.00000016  =   0.99997528
 MF1462!UTM  16      -   0.99997512  x   0.99990203  =   0.99987715
 MF1462
 MF1462|---------------------------------------------------------------------|
 MF1462| PID    Reference Object                     Distance      Geod. Az  |
 MF1462|                                                           dddmmss.s |
 MF1462| CI6914 DONOHUE RM 4                         22.924 METERS 01149     |
 MF1462| CI6913 DONOHUE RM 3                         22.509 METERS 01154     |
 MF1462| CI6911 DONOHUE RM 1                         22.110 METERS 07515     |
 MF1462| CI6915 DONOHUE RM 5                          5.460 METERS 14741     |
 MF1462| MF1466 GRAND RIDGE AIR BEACON              APPROX.18.1 KM 1604332.1 |
 MF1462| MF1464 OTTAWA MUNICIPAL STANDPIPE          APPROX. 8.8 KM 1604515.5 |
 MF1462| CI6910 DONOHUE AZ MK                                      1761245.8 |
 MF1462| CI6912 DONOHUE RM 2                                       17720     |
 MF1462| MF1625 OGLESBY MARQUETTE CO E STACK        APPROX.19.4 KM 2284911.7 |
 MF1462| MF1630 OGLESBY MARQUETTE CO W STACK        APPROX.19.8 KM 2285707.6 |
 MF1462| MF1633 OGLESBY MARQUETTE CO NE STACK       APPROX.18.9 KM 2301111.2 |
 MF1462| MF1621 OGLESBY MUNICIPAL TANK              APPROX.20.0 KM 2312559.0 |
 MF1462| MF1634 PERU WESTERN CLOCK CO E STACK       APPROX.21.4 KM 2461035.0 |
 MF1462| MF1636 PERU WESTERN CLOCK CO W STACK       APPROX.21.4 KM 2461225.7 |
 MF1462| MF1637 LA SALLE SOUTH MUNICIPAL TANK       APPROX.19.7 KM 2464614.6 |
 MF1462| MF1629 LA SALLE CATH CHURCH W SPIRE        APPROX.19.8 KM 2474700.8 |
 MF1462| MF1632 LA SALLE MATHESON HIGHER CO TK      APPROX.19.2 KM 2475457.8 |
 MF1462| MF1635 LA SALLE NORTH MUNICIPAL TANK       APPROX.19.4 KM 2500911.7 |
 MF1462| MF1616 WYLIE RESET                         APPROX.13.1 KM 2761558.5 |
 MF1462|---------------------------------------------------------------------|
 MF1462
 MF1462                          SUPERSEDED SURVEY CONTROL
 MF1462
 MF1462  NAD 83(1997)-  41 24 21.66388(N)    088 52 27.26906(W) AD(       ) 1
 MF1462  NAD 83(1986)-  41 24 21.66505(N)    088 52 27.26941(W) AD(       ) 1
 MF1462  NAD 27      -  41 24 21.54800(N)    088 52 26.99000(W) AD(       ) 1
 MF1462  NGVD 29 (07/19/86)  191.62   (m)          628.7    (f) LEVELING    3  
 MF1462
 MF1462.Superseded values are not recommended for survey control.
 MF1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1462.See file dsdata.txt to determine how the superseded data were derived.
 MF1462
 MF1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4334185525(NAD 83)
 MF1462_MARKER: DS = TRIANGULATION STATION DISK
 MF1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1462
 MF1462  HISTORY     - Date     Condition        Report By
 MF1462  HISTORY     - 1930     MONUMENTED       CGS
 MF1462  HISTORY     - 1939     GOOD             CGS
 MF1462  HISTORY     - 1954     GOOD             CGS
 MF1462  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MF1462  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF1462  HISTORY     - 20021011 MARK NOT FOUND   USPSQD
 MF1462
 MF1462                          STATION DESCRIPTION
 MF1462
 MF1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF1462'STATION IS ABOUT 4 MILES N AND 1-1/2 MILES W OF OTTAWA, 1/2 MILE
 MF1462'S OF THE DONOHUE SCHOOLHOUSE, ON THE E SIDE OF THE NE 1/4 OF
 MF1462'SEC. 21, T 34 N, R 3 E.  THE STATION IS ON THE W SIDE OF THE
 MF1462'SECTION-LINE ROAD, 14 FEET W OF THE ROAD FENCE AND ABOUT 200
 MF1462'METERS N OF THE SE CORNER OF THE NE 1/4 OF SECTION 21.  THE LAND
 MF1462'IS OWNED BY J.W. DONOHUE WHOSE HOUSE IS ABOUT 150 METERS N OF
 MF1462'THE STATION.  THE MARK IS 1 FOOT BELOW THE SURFACE.
 MF1462'
 MF1462'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1462'DISKS SET IN CONCRETE.
 MF1462'
 MF1462'REFERENCE MARK NO. 1 IS ON THE FENCE LINE ON E SIDE OF SECTION-LINE
 MF1462'ROAD, ABOUT 150 METERS S OF E OF MR. DONOHUES HOUSE AND ABOUT 200
 MF1462'METERS N OF THE E AND W 1/2 SECTION LINE.  IT IS OPPOSITE A
 MF1462'GATE LEADING INTO A FIELD.  REFERENCE MARK NO. 2 IS AT A FENCE
 MF1462'CORNER ON E SIDE OF SECTION-LINE ROAD ABOUT 300 METERS S OF E
 MF1462'AND W 1/2 SECTION LINE.  IT IS IN NE CORNER OF A HOG PASTURE AND
 MF1462'IS ABOUT 100 METERS N OF A FARMHOUSE.
 MF1462'
 MF1462'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF1462
 MF1462                          STATION RECOVERY (1939)
 MF1462
 MF1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SAD)
 MF1462'STATION RECOVERED AS DESCRIBED, ALTHOUGH THE MARK BEING
 MF1462'UNDERGROUND WAS NOT ACTUALLY SEEN.  NO CHANGES ARE APPARENT IN
 MF1462'THE SURROUNDINGS.  STATION NOT READILY ACCESSIBLE FROM THE ROAD
 MF1462'ON ACCOUNT OF HIGH TIGHT WIRE FENCE.  ACCESS WOULD HAVE TO BE
 MF1462'THROUGH A BARN LOT AND SEVERAL GATES.  THEREFORE NOT CONVENIENT
 MF1462'AS A MAGNETIC STATION, ALTHOUGH IT POSSIBLY COULD BE USED.  OK
 MF1462'MAGNETICALLY.
 MF1462'
 MF1462'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED.  IT IS IN A
 MF1462'FENCE LINE AND THEREFORE NOT AVAILABLE AS A MAGNETIC STATION.
 MF1462'THE GATE REFERRED TO AS BEING OPPOSITE IT HAS BEEN CLOSED BY A
 MF1462'WIRE FENCE.  REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.  IT
 MF1462'IS TOO CLOSE IN FENCE CORNER TO BE USED AS A MAGNETIC STATION.
 MF1462
 MF1462                          STATION RECOVERY (1954)
 MF1462
 MF1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1462'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND
 MF1462'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 MF1462'MARK NO. 2 WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 AND AN
 MF1462'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND
 MF1462'DIRECTIONS CHECKED TO REFERENCE MARK NO. 1.  A COMPLETE NEW
 MF1462'DESCRIPTION FOLLOWS.
 MF1462'
 MF1462'STATION IS LOCATED IN THE NORTHEAST CORNER OF A CULTIVATED FIELD
 MF1462'OWNED BY MR. DONOHUE AND IS ABOUT 5 MILES SOUTHEAST OF PRAIRIE
 MF1462'CENTER AND 5 MILES NORTHWEST OF OTTAWA.  IT IS 67 FEET NORTHWEST
 MF1462'OF A POWER LINE POLE, 53 FEET SOUTHWEST OF A FENCE CORNER AND
 MF1462'43 FEET WEST OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS
 MF1462'UNDERGROUND ABOUT 16 INCHES AND THE DISK IS STAMPED DONOHUE 1930.
 MF1462'
 MF1462'REFERENCE MARK NO. 1 IS 72.54 FEET EAST OF THE STATION, 29
 MF1462'FEET SOUTH OF A TELEPHONE POLE AND 26 FEET EAST OF THE CENTER OF
 MF1462'A GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 MF1462'STAMPED DONOHUE NO 1 1930.
 MF1462'
 MF1462'REFERENCE MARK NO 3 IS 73.85 FEET NORTH OF THE STATION, 28
 MF1462'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 19 FEET SOUTHWEST OF
 MF1462'A POWER LINE POLE, 2 FEET SOUTHWEST OF A WHITE WITNESS POST AND
 MF1462'1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 MF1462'STAMPED DONOHUE NO 3 1930.
 MF1462'
 MF1462'AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2
 MF1462'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE
 MF1462'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MF1462'DONOHUE 1954.
 MF1462'
 MF1462'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY
 MF1462'52 AND STATE HIGHWAY 23 ABOUT 6 MILES EAST OF PRAIRIE CENTER,
 MF1462'GO WEST ON HIGHWAY 52 FOR 1.85 MILES TO A GRAVEL CROSSROAD
 MF1462'AND A SMALL CEMETERY IN THE NORTHWEST ANGLE, TURN LEFT AND GO
 MF1462'SOUTH ON GRAVEL ROAD FOR 4.3 MILES TO THE STATION ON THE RIGHT
 MF1462'AS DESCRIBED, CONTINUE SOUTH ON GRAVEL ROAD FOR 0.15 MILE TO THE
 MF1462'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MF1462'
 MF1462'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1462
 MF1462                          STATION RECOVERY (1970)
 MF1462
 MF1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1462'THE STATION MARK WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.
 MF1462'REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO HAVE BEEN TORN
 MF1462'OUT WHEN THE ROAD WAS WIDENED.  REFERENCE MARK 3 WAS FOUND TO
 MF1462'HAVE BEEN MOVED AND THE DISK GONE.  A NEW DISK WAS SET IN THE
 MF1462'POST AND IS NOW REFERENCE MARK 4.  THE AZIMUTH MARK WAS NOT FOUND
 MF1462'AND ACCORDING TO MR. DONOHUE IT WAS ALSO TORN OUT BY THE COUNTY
 MF1462'WHEN THE ROAD WAS WIDENED.  REFERENCE MARKS 4 AND 5 WERE SET TO TIE
 MF1462'THE STATION MARK DOWN SINCE IT IS IN A FIELD AND UNDERGROUND.
 MF1462'AT THE TIME THE STATION WAS OCCUPIED THERE WERE NO OBJECTS
 MF1462'VISIBLE FROM WHICH TO SET A NEW AZIMUTH MARK FROM.  A NEW
 MF1462'DESCRIPTION FOLLOWS--
 MF1462'
 MF1462'THE STATION IS LOCATED NEAR THE EAST EDGE OF A CULTIVATED FIELD
 MF1462'OWNED BY MR. J.W. DONOHUE, ABOUT 5 MILES SOUTHEAST OF PRAIRIE
 MF1462'CENTER, 44 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 9
 MF1462'FEET WEST OF A FENCE, 43 FEET SOUTH OF THE CENTERLINE OF A
 MF1462'FIELD ENTRANCE, 68 FEET NORTH NORTHWEST OF A POWER POLE, 18
 MF1462'FEET NORTHWEST OF A METAL WITNESS POST AND 76 FEET SOUTHWEST OF
 MF1462'A METAL WITNESS POST.  THE MONUMENT IS ABOUT 1 FOOT UNDERGROUND
 MF1462'AND THE DISK IS STAMPED DONOHUE 1930.
 MF1462'
 MF1462'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY
 MF1462'52 AND STATE HIGHWAY 23 ABOUT 6 MILES EAST OF PRAIRIE CENTER,
 MF1462'GO WEST ON HIGHWAY 52 FOR 1.85 MILES TO A CROSSROAD AND A
 MF1462'CEMETERY ON THE RIGHT.  TURN LEFT AND GO SOUTH ON PAVED ROAD
 MF1462'FOR 4.4 MILES TO THE STATION ON THE RIGHT.
 MF1462'
 MF1462'REFERENCE MARK 4 IS 30 FEET NORTH OF THE CENTERLINE OF THE
 MF1462'FIELD ENTRANCE, 29 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MF1462'6 FEET EAST OF THE FENCE AND 1 FOOT SOUTH OF A METAL WITNESS
 MF1462'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MF1462'DONOHUE 1930 NO 4 1970.
 MF1462'
 MF1462'REFERENCE MARK 5 IS 56 FEET SOUTH OF THE CENTERLINE OF THE
 MF1462'FIELD ENTRANCE, 52 FEET NORTH OF THE POWER POLE, 34 FEET
 MF1462'WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF THE FENCE
 MF1462'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 MF1462'PROJECTS 4 INCHES AND THE DISK IS STAMPED DONOHUE 1930 NO 5
 MF1462'1970.
 MF1462'
 MF1462'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1462'
 MF1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 MF1462'4-1/2 MILES NORTHWEST OF OTTOWA
 MF1462
 MF1462                          STATION RECOVERY (1997)
 MF1462
 MF1462'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1462'MARK NOT FOUND.
 MF1462
 MF1462                          STATION RECOVERY (2002)
 MF1462
 MF1462'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1462'RM 1,3 AND AZIMUTH WERE NOT FOUND. RM 4 AND 5 WERE LOCATED IN GOOD
 MF1462'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI6915 ***********************************************************************
 CI6915  DESIGNATION -  DONOHUE RM 5
 CI6915  PID         -  CI6915
 CI6915  STATE/COUNTY-  IL/LA SALLE
 CI6915  USGS QUAD   -  WEDRON (1970)
 CI6915
 CI6915                         *CURRENT SURVEY CONTROL
 CI6915  ___________________________________________________________________
 CI6915* NAD 83(1997)-  41 24 21.50962(N)    088 52 27.13523(W)     ADJUSTED  
 CI6915* NAVD 88     -       192.2    (meters)     631.     (feet)  GPS OBS   
 CI6915  ___________________________________________________________________
 CI6915  X           -      94,131.757 (meters)                     COMP
 CI6915  Y           -  -4,790,085.765 (meters)                     COMP
 CI6915  Z           -   4,196,450.773 (meters)                     COMP
 CI6915  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 CI6915  ELLIP HEIGHT-         159.20  (meters)          (02/03/05) GPS OBS
 CI6915  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 CI6915
 CI6915  HORZ ORDER  -  FIRST
 CI6915  ELLP ORDER  -  FOURTH    CLASS II
 CI6915
 CI6915.The horizontal coordinates were established by GPS observations
 CI6915.and adjusted by the AMERICAN SURVEYING in March 2003..
 CI6915
 CI6915.The orthometric height was determined by GPS observations and a
 CI6915.high-resolution geoid model.
 CI6915
 CI6915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI6915
 CI6915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI6915
 CI6915.The ellipsoidal height was determined by GPS observations
 CI6915.and is referenced to NAD 83.
 CI6915
 CI6915.The geoid height was determined by GEOID03.
 CI6915
 CI6915;                    North         East     Units Scale Factor Converg.
 CI6915;SPC IL E     -   526,268.546   254,775.138   MT  1.00000016   -0 21 27.8
 CI6915;SPC IL E     - 1,726,599.39    835,874.77   sFT  1.00000016   -0 21 27.8
 CI6915;UTM  16      - 4,585,520.649   343,344.127   MT  0.99990202   -1 14 23.4
 CI6915
 CI6915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI6915!SPC IL E     -   0.99997503  x   1.00000016  =   0.99997519
 CI6915!UTM  16      -   0.99997503  x   0.99990202  =   0.99987705
 CI6915
 CI6915                          SUPERSEDED SURVEY CONTROL
 CI6915
 CI6915  ELLIP H (03/04/03)  159.21   (m)                       GP(       ) 4 2
 CI6915
 CI6915.Superseded values are not recommended for survey control.
 CI6915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI6915.See file dsdata.txt to determine how the superseded data were derived.
 CI6915
 CI6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4334485521(NAD 83)
 CI6915_MARKER: DV = VERTICAL CONTROL DISK
 CI6915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI6915_STAMPING: DONOHUE 1930 1970 NO 5
 CI6915_MARK LOGO: CGS   
 CI6915_PROJECTION: FLUSH
 CI6915_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI6915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI6915+STABILITY: SURFACE MOTION
 CI6915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI6915+SATELLITE: SATELLITE OBSERVATIONS - 2001
 CI6915
 CI6915  HISTORY     - Date     Condition        Report By
 CI6915  HISTORY     - 1970     MONUMENTED       CGS
 CI6915  HISTORY     - 2001     GOOD             ASCPC
 CI6915
 CI6915                          STATION DESCRIPTION
 CI6915
 CI6915'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 CI6915'FROM THE INTERSECTION OF IL-23 AND DAYTON ROAD ON THE NORTH SIDE OF
 CI6915'OTTAWA, GO WEST ON
 CI6915'DAYTON ROAD (N.31ST RD.) 2.0 MILES, GO NORTH ON EAST 15TH RD. 1.6
 CI6915'MILES TO STATION ON WEST
 CI6915'SIDE OF THE ROAD 35.00 FEET WEST OF THE CENTERLINE OF EAST 15TH RD,
 CI6915'53.00 FEET NORTH OF
 CI6915'POWER POLE, 1.50 FEET NORTHEAST OF METAL WITNESS POST.
 CI6915'STAMPED- DONOHUE 1930 1970 NO. 5
 CI6915' 
 CI6915' 
 CI6915' 
 CI6915' 
 CI6915' 
 CI6915' 
 CI6915'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1707 ***********************************************************************
 LC1707  DESIGNATION -  DONOVAN
 LC1707  PID         -  LC1707
 LC1707  STATE/COUNTY-  IL/LIVINGSTON
 LC1707  USGS QUAD   -  CHATSWORTH SOUTH (1986)
 LC1707
 LC1707                         *CURRENT SURVEY CONTROL
 LC1707  ___________________________________________________________________
 LC1707* NAD 83(1997)-  40 43 04.05623(N)    088 18 46.27739(W)     ADJUSTED  
 LC1707* NAVD 88     -       242.5    (meters)     796.     (feet)  VERTCON   
 LC1707  ___________________________________________________________________
 LC1707  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 LC1707  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC1707
 LC1707  HORZ ORDER  -  FIRST
 LC1707
 LC1707.The horizontal coordinates were established by classical geodetic methods
 LC1707.and adjusted by the National Geodetic Survey in October 1999..
 LC1707
 LC1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1707
 LC1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1707
 LC1707.The geoid height was determined by GEOID03.
 LC1707
 LC1707;                    North         East     Units Scale Factor Converg.
 LC1707;SPC IL E     -   449,703.406   301,730.247   MT  0.99997504   +0 00 48.1
 LC1707;SPC IL E     - 1,475,401.92    989,926.65   sFT  0.99997504   +0 00 48.1
 LC1707;UTM  16      - 4,508,259.011   389,115.842   MT  0.99975134   -0 51 23.4
 LC1707
 LC1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1707!SPC IL E     -   0.99996698  x   0.99997504  =   0.99994202
 LC1707!UTM  16      -   0.99996698  x   0.99975134  =   0.99971833
 LC1707
 LC1707:                Primary Azimuth Mark                     Grid Az
 LC1707:SPC IL E     -  TT 9 B AZ MK 2                           011 17 52.9
 LC1707:UTM  16      -  TT 9 B AZ MK 2                           012 10 04.4
 LC1707
 LC1707|---------------------------------------------------------------------|
 LC1707| PID    Reference Object                     Distance      Geod. Az  |
 LC1707|                                                           dddmmss.s |
 LC1707| LC1712 TT 9 B AZ MK 2                      APPROX.18.3 KM 0111841.0 |
 LC1707| LC1711 TT 9 B AZ MK 3                      APPROX.18.5 KM 0112841.4 |
 LC1707| LC1713 CHATSWORTH CATHOLIC CH SPIRE        APPROX. 4.9 KM 0221151.8 |
 LC1707| LC1714 CHATSWORTH MUN TANK                 APPROX. 4.5 KM 0222741.1 |
 LC1707| LC1694 PIPER CITY MUNICIPAL TANK           APPROX.11.4 KM 0664423.5 |
 LC1707| CI6917 DONOVAN RM 1                         25.162 METERS 12723     |
 LC1707| LC1705 ROBERTS MUNICIPAL TANK              APPROX.16.0 KM 1362859.2 |
 LC1707| LC1704 MELVIN MUNICIPAL TANK               APPROX.17.5 KM 1621039.1 |
 LC1707| LC1710 STRAWN MUNICIPAL TANK               APPROX.10.2 KM 2243436.4 |
 LC1707| CI6918 DONOVAN RM 2                         26.046 METERS 23252     |
 LC1707| LC1708 DONOVAN PT A 1969                    16.019 METERS 26756     |
 LC1707| LC1709 FORREST MUNICIPAL TANK              APPROX. 9.2 KM 2925308.1 |
 LC1707| LC1719 SAUNEMIN MUNICIPAL TANK             APPROX.21.2 KM 3390047.9 |
 LC1707| CI6916 DONOVAN AZ MK                                      3420218.7 |
 LC1707|---------------------------------------------------------------------|
 LC1707
 LC1707                          SUPERSEDED SURVEY CONTROL
 LC1707
 LC1707  NAD 83(1997)-  40 43 04.06101(N)    088 18 46.28071(W) AD(       ) 1
 LC1707  NAD 83(1986)-  40 43 04.06591(N)    088 18 46.28232(W) AD(       ) 1
 LC1707  NAD 83(1986)-  40 43 04.06691(N)    088 18 46.28462(W) AD(       ) 1
 LC1707  NAD 27      -  40 43 03.93700(N)    088 18 46.10100(W) AD(       ) 1
 LC1707  NGVD 29 (07/19/86)  242.6    (m)          796.     (f) VERT ANG       
 LC1707
 LC1707.Superseded values are not recommended for survey control.
 LC1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1707.See file dsdata.txt to determine how the superseded data were derived.
 LC1707
 LC1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8911608259(NAD 83)
 LC1707_MARKER: DS = TRIANGULATION STATION DISK
 LC1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1707
 LC1707  HISTORY     - Date     Condition        Report By
 LC1707  HISTORY     - 1939     MONUMENTED       CGS
 LC1707  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LC1707
 LC1707                          STATION DESCRIPTION
 LC1707
 LC1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1707'THE STATION IS LOCATED 5.5 MILES SOUTHEAST OF FOREST AND
 LC1707'2.7 MILES SOUTH-SOUTHWEST OF CHATSWORTH.  2.5 MILES SOUTH
 LC1707'OF U.S. HIGHWAY NO. 24.  AND IN THE SW 1/4 SW 1/4 OF SEC.
 LC1707'16, T. 26, N., R. 8 E.  THE STATION IS IN THE NORTH FENCE
 LC1707'LINE OF THE SECTION LINE ROAD, 29 FEET NORTH OF THE CENTER
 LC1707'OF THE ROAD AND 2 FEET NORTH OF THE HEDGE FENCE.  THE MARK,
 LC1707'PROJECTS 6 INCHES ABOVE THE GROUND AND
 LC1707'IS STAMPED DONOVAN 1939.
 LC1707'
 LC1707'TO REACH THE STATION FROM THE TOLEDO, PEORIA, AND WESTERN
 LC1707'RAILROAD STATION IN CHATSWORTH GO WEST ON U.S. HIGHWAY NO.
 LC1707'24 FOR 1.2 MILES TO A GRAVEL CROSS ROAD.  TURN LEFT, SOUTH,
 LC1707'ON THE GRAVEL ROAD AND GO 2.4 MILES TO A CROSS ROAD.  TURN
 LC1707'EAST AND FOLLOW THE GRAVEL ROAD FOR 0.1 MILE TO THE STATION
 LC1707'ON THE LEFT.
 LC1707'
 LC1707'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1707'BRONZE DISKS SET IN CONCRETE.
 LC1707'
 LC1707'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH-NORTHEAST
 LC1707'OF THE STATION, 27 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 LC1707'ROAD, AND 4 FEET SOUTH OF A TELEPHONE POLE.  THE MARK,
 LC1707'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED DONOVAN
 LC1707'1939.
 LC1707'
 LC1707'REFERENCE MARK NO. 2 IS 27.856 METERS AND 91.39 FEET SOUTHWEST
 LC1707'OF THE STATION, IN THE SOUTH RIGHT-OF-WAY FENCE LINE.  27
 LC1707'FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 2 FEET NORTH
 LC1707'OF THE HEDGE FENCE.  THE MARK, PROJECTS 4 INCHES
 LC1707'ABOVE THE GROUND AND IS STAMPED DONOVAN NO. 2 1939.
 LC1707'
 LC1707'REFERENCE MARK NO. 1 IS 26.774 METERS AND 87.84 FEET, SOUTHEAST
 LC1707'OF THE STATION, IN THE SOUTH RIGHT-OF-WAY FENCE LINE.  27
 LC1707'FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 2 FEET NORTH
 LC1707'OF THE HEDGE FENCE.  THE MARK, PROJECTS 4 INCHES
 LC1707'ABOVE THE GROUND AND IS STAMPED DONOVAN NO. 1 1939.
 LC1707'
 LC1707'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS
 LC1707'WHICH PROJECT APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 LC1707'
 LC1707'A 64-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT PIPER.
 LC1707'
 LC1707'A 37-FOOT TOWER NEEDED TO SEE 64-FOOT TOWER AT THOMAS.
 LC1707'
 LC1707'A 37-FOOT TOWER NEEDED TO SEE 64-FOOT TOWER AT SANCKEN.
 LC1707'
 LC1707'A 37-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT KEMPTON.
 LC1707'
 LC1707'A 37-FOOT TOWER NEEDED TO SEE 64-FOOT TOWER AT CULLOM (NO.
 LC1707'105 U.S.G.S.).
 LC1707'
 LC1707'A 37-FOOT TOWER AT SWYGERT IS VISIBLE FROM GROUND AT THIS
 LC1707'STATION.
 LC1707'
 LC1707'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1707
 LC1707                          STATION RECOVERY (1969)
 LC1707
 LC1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LC1707'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF FORREST AND
 LC1707'2.5 MILES SOUTH-SOUTHWEST OF CHATSWORTH.  IT IS ON THE COUNTY
 LC1707'ROAD RIGHT OF WAY.
 LC1707'
 LC1707'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 LC1707'IN GOOD CONDITION.  THERE WAS A CONSIDERABLE DIFFERENCE NOTED
 LC1707'IN BOTH THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS AND
 LC1707'THIS DIFFERENCE WAS VERIFIED AT THIS TIME.  THE UNDERGROUND
 LC1707'STATION MARK WAS FOUND IN POSITION WITH THE SURFACE MARK LEANING
 LC1707'SLIGHTLY AND PROJECTING ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 LC1707'GROUND.  THE SURFACE MARK WAS REMOVED AND LOWERED AT THIS
 LC1707'TIME TO WHERE IT NOW PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE
 LC1707'OF THE GROUND.  A COMPLETE NEW DESCRIPTION FOLLOWS DUE TO
 LC1707'CHANGES IN THE AREA.
 LC1707'
 LC1707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 LC1707'SOUTH SEVENTH STREET AT THE SOUTHEAST EDGE OF CHATSWORTH, GO
 LC1707'SOUTH ON A PAVED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN
 LC1707'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.4 MILES TO THE STATION
 LC1707'ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 LC1707'CONTINUE AHEAD WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 LC1707'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.3
 LC1707'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LC1707'
 LC1707'THE STATION MARK IS A STANDARD DISK STAMPED DONOVAN 1939
 LC1707'1969 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LC1707'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LC1707'IS 69.5 FEET NORTHEAST OF A POWER POLE, 25 FEET NORTH OF THE
 LC1707'CENTER OF A GRAVELED ROAD, AND 2.5 FEET WEST OF A METAL
 LC1707'WITNESS POST WITH A SIGN ATTACHED.  NOTE 1A7A
 LC1707'
 LC1707'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DONOVAN NO 1 1939
 LC1707'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LC1707'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LC1707'111 FEET EAST OF A POWER POLE, 80.5 FEET SOUTHEAST OF A METAL
 LC1707'WITNESS POST WITH A SIGN ATTACHED, AND 26 FEET SOUTH OF THE
 LC1707'CENTER OF A GRAVELED ROAD.  NOTE 11A
 LC1707'
 LC1707'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DONOVAN NO 2 1939
 LC1707'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 LC1707'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 88 FEET SOUTHWEST
 LC1707'OF A METAL WITNESS POST WITH A SIGN ATTACHED, 26 FEET SOUTH OF
 LC1707'THE CENTER OF A GRAVELED ROAD, AND 22 FEET WEST OF A POWER
 LC1707'POLE.  NOTE 11A
 LC1707'
 LC1707'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DONOVAN 1939 SET
 LC1707'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LC1707'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 31 FEET
 LC1707'EAST OF THE CENTER OF A GRAVELED ROAD, 13.5 FEET SOUTHEAST
 LC1707'OF A POWER POLE, AND 2 FEET NORTHEAST OF A METAL WITNESS POST
 LC1707'WITH A SIGN ATTACHED.  NOTE 16A
 LC1707'
 LC1707'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 LC1707'
 LC1707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LC1707'2-1/2 MILES SOUTH-SOUTHWEST OF CHATSWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2281 ***********************************************************************
 LB2281  DESIGNATION -  DONOVAN
 LB2281  PID         -  LB2281
 LB2281  STATE/COUNTY-  IL/IROQUOIS
 LB2281  USGS QUAD   -  DONOVAN (1964)
 LB2281
 LB2281                         *CURRENT SURVEY CONTROL
 LB2281  ___________________________________________________________________
 LB2281* NAD 83(1997)-  40 53 11.47548(N)    087 36 43.71827(W)     ADJUSTED  
 LB2281* NAVD 88     -       204.97   (+/-2cm)     672.5    (feet)  VERTCON   
 LB2281  ___________________________________________________________________
 LB2281  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LB2281  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LB2281
 LB2281  HORZ ORDER  -  SECOND
 LB2281  VERT ORDER  -  THIRD ? (See Below)
 LB2281
 LB2281.The horizontal coordinates were established by classical geodetic methods
 LB2281.and adjusted by the National Geodetic Survey in October 1999..
 LB2281
 LB2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2281.The vertical order pertains to the NGVD 29 superseded value.
 LB2281
 LB2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2281
 LB2281.The geoid height was determined by GEOID03.
 LB2281
 LB2281;                    North         East     Units Scale Factor Converg.
 LB2281;SPC IL E     -   468,690.339   360,780.064   MT  1.00002045   +0 28 19.5
 LB2281;SPC IL E     - 1,537,694.89  1,183,659.26   sFT  1.00002045   +0 28 19.5
 LB2281;UTM  16      - 4,526,340.265   448,429.417   MT  0.99963273   -0 24 02.5
 LB2281
 LB2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2281!SPC IL E     -   0.99997303  x   1.00002045  =   0.99999348
 LB2281!UTM  16      -   0.99997303  x   0.99963273  =   0.99960577
 LB2281
 LB2281|---------------------------------------------------------------------|
 LB2281| PID    Reference Object                     Distance      Geod. Az  |
 LB2281|                                                           dddmmss.s |
 LB2281| CM3431 DONOVAN RM 1                         25.018 METERS 00434     |
 LB2281| CM3430 DONOVAN AZ MK                                      1120909.6 |
 LB2281| CM3432 DONOVAN RM 2                         25.648 METERS 26541     |
 LB2281| CM3433 DONOVAN RM 3                         24.995 METERS 27317     |
 LB2281|---------------------------------------------------------------------|
 LB2281
 LB2281                          SUPERSEDED SURVEY CONTROL
 LB2281
 LB2281  NAD 83(1997)-  40 53 11.47548(N)    087 36 43.71851(W) AD(       ) 2
 LB2281  NAD 83(1986)-  40 53 11.48141(N)    087 36 43.72658(W) AD(       ) 2
 LB2281  NAD 27      -  40 53 11.35850(N)    087 36 43.61870(W) AD(       ) 2
 LB2281  NGVD 29 (07/19/86)  205.04   (m)          672.7    (f) LEVELING    3  
 LB2281
 LB2281.Superseded values are not recommended for survey control.
 LB2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2281.See file dsdata.txt to determine how the superseded data were derived.
 LB2281
 LB2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4842926340(NAD 83)
 LB2281_MARKER: DS = TRIANGULATION STATION DISK
 LB2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2281
 LB2281  HISTORY     - Date     Condition        Report By
 LB2281  HISTORY     - 1947     MONUMENTED       CGS
 LB2281  HISTORY     - 1972     GOOD             NGS
 LB2281
 LB2281                          STATION DESCRIPTION
 LB2281
 LB2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2281'STATION IS LOCATED IN THE NORTHEAST SECTION OF DONOVAN IN THE
 LB2281'NORTHEAST CORNER OF THE HIGH SCHOOL GROUND AND ABOUT 150 YARDS
 LB2281'NORTHEAST OF THE SCHOOL.  IT IS 51 FEET SOUTHEAST OF A 12 INCH ELM
 LB2281'TREE, 40 FEET WEST OF THE CENTER OF THE ROAD, 18 FEET SOUTHWEST OF
 LB2281'A TRIANGLE BLAZED ON THE SOUTH SIDE OF A 15 INCH CATALPA TREE AND 8
 LB2281'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE
 LB2281'GROUND AND THE DISK IS STAMPED DONOVAN 1947.
 LB2281'
 LB2281'REFERENCE MARK NO. 1 IS 82.30 FEET NORTH OF THE STATION.  IT IS 34
 LB2281'FEET WEST OF THE CENTER OF THE ROAD.  THE MARK IS FLUSH WITH THE
 LB2281'GROUND AND THE DISK IS STAMPED DONOVAN NO 1 1947.
 LB2281'
 LB2281'REFERENCE MARK NO. 2 IS 84.17 FEET WEST OF THE STATION.  IT IS 24
 LB2281'FEET SOUTHWEST OF A 15 INCH MAPLE TREE AND 18 FEET SOUTHEAST OF
 LB2281'ANOTHER 15 INCH MAPLE TREE.  THE MARK IS FLUSH WITH THE GROUND AND
 LB2281'THE DISK IS STAMPED DONOVAN NO 2 1947.
 LB2281'
 LB2281'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST OF THE STATION ON THE SOUTH
 LB2281'SIDE OF THE ROAD.  IT IS ABOUT 150 YARDS WEST OF THE RAILROAD
 LB2281'CROSSING, 100 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 LB2281'30 FEET SOUTH OF THE CENTER OF THE ROAD AND 3 FEET WEST OF A WHITE
 LB2281'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 LB2281'STAMPED DONOVAN 1947.
 LB2281'
 LB2281'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.1 MILE TO HARD
 LB2281'SURFACED ROAD, TURN LEFT AND GO 0.2 MILE TO A LARGE HOUSE ON THE
 LB2281'RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 LB2281'
 LB2281'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2281
 LB2281                          STATION RECOVERY (1972)
 LB2281
 LB2281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LB2281'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 LB2281'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 LB2281'MARKS CHECKED.  REFERENCE MARK 2 WAS IN THE WAY OF WORK ON THE
 LB2281'SCHOOL TRACK AND WAS DESTROYED AT THE REQUEST OF THE COACH.
 LB2281'REFERENCE MARK 3 WAS SET.
 LB2281'
 LB2281'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE DONOVAN HIGH
 LB2281'SCHOOL GROUNDS, AT THE NORTHEAST CORNER OF THE SCHOOL TRACK, 48 FEET
 LB2281'EAST OF A 24 INCH MAPLE TREE, 18 FEET SOUTHWEST OF A 30 INCH TREE,
 LB2281'40 FEET WEST OF THE CENTERLINE OF GRAVELED ROAD, 49 FEET NORTHEAST
 LB2281'OF THE CENTER OF THE TRACK AT THE CURVE AT THE NORTHEAST CORNER
 LB2281'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS 2
 LB2281'INCHES UNDERGROUND AND THE DISK IS STAMPED DONOVAN 1947.
 LB2281'
 LB2281'REFERENCE MARK 1 IS 34 FEET WEST OF THE CENTERLINE OF THE ROAD, 58
 LB2281'FEET SOUTHWEST OF A POWER POLE AND 31 FEET SOUTHWEST OF A 24 INCH
 LB2281'TREE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DONOVAN
 LB2281'NO 1 1947.
 LB2281'
 LB2281'REFERENCE MARK 3 IS 21 FEET WEST OF A 14 INCH ELM TREE, 1 FOOT SOUTH
 LB2281'OF A METAL WITNESS POST, 37 FEET SOUTHEAST OF A 20 INCH MAPLE TREE
 LB2281'AND 88 FEET SOUTHEAST OF THE EAST END OF BALL DIAMOND BACKSTOP.
 LB2281'THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LB2281'DONOVAN 1947 NO 3 1972.
 LB2281'
 LB2281'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD,
 LB2281'19 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 41 FEET EAST OF
 LB2281'A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE AND 1 FOOT WEST OF A METAL
 LB2281'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 LB2281'STAMPED DONOVAN 1947.
 LB2281'
 LB2281'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED ROAD
 LB2281'FOR 0.1 MILE TO PAVED ROAD.  TURN LEFT AND GO EAST ON THE PAVED ROAD
 LB2281'FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 LB2281'
 LB2281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DONOVAN.
 LB2281'
 LB2281'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CM3431 ***********************************************************************
 CM3431  DESIGNATION -  DONOVAN RM 1
 CM3431  PID         -  CM3431
 CM3431  STATE/COUNTY-  IL/IROQUOIS
 CM3431  USGS QUAD   -  DONOVAN (1964)
 CM3431
 CM3431                         *CURRENT SURVEY CONTROL
 CM3431  ___________________________________________________________________
 CM3431* NAD 83(1997)-  40 53 12.28392(N)    087 36 43.63312(W)     ADJUSTED  
 CM3431* NAVD 88     -       204.5    (meters)     671.     (feet)  GPS OBS   
 CM3431  ___________________________________________________________________
 CM3431  X           -     201,195.347 (meters)                     COMP
 CM3431  Y           -  -4,824,769.565 (meters)                     COMP
 CM3431  Z           -   4,153,035.182 (meters)                     COMP
 CM3431  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 CM3431  ELLIP HEIGHT-         171.54  (meters)          (02/03/05) GPS OBS
 CM3431  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 CM3431
 CM3431  HORZ ORDER  -  FIRST
 CM3431  ELLP ORDER  -  FOURTH    CLASS II
 CM3431
 CM3431.The horizontal coordinates were established by GPS observations
 CM3431.and adjusted by the AMERICAN SURVEYING in March 2003..
 CM3431
 CM3431.The orthometric height was determined by GPS observations and a
 CM3431.high-resolution geoid model.
 CM3431
 CM3431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM3431
 CM3431.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM3431
 CM3431.The ellipsoidal height was determined by GPS observations
 CM3431.and is referenced to NAD 83.
 CM3431
 CM3431.The geoid height was determined by GEOID03.
 CM3431
 CM3431;                    North         East     Units Scale Factor Converg.
 CM3431;SPC IL E     -   468,715.294   360,781.851   MT  1.00002045   +0 28 19.5
 CM3431;SPC IL E     - 1,537,776.76  1,183,665.12   sFT  1.00002045   +0 28 19.5
 CM3431;UTM  16      - 4,526,365.180   448,431.584   MT  0.99963273   -0 24 02.5
 CM3431
 CM3431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM3431!SPC IL E     -   0.99997309  x   1.00002045  =   0.99999354
 CM3431!UTM  16      -   0.99997309  x   0.99963273  =   0.99960583
 CM3431
 CM3431                          SUPERSEDED SURVEY CONTROL
 CM3431
 CM3431  ELLIP H (03/04/03)  171.52   (m)                       GP(       ) 4 2
 CM3431
 CM3431.Superseded values are not recommended for survey control.
 CM3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM3431.See file dsdata.txt to determine how the superseded data were derived.
 CM3431
 CM3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4843226365(NAD 83)
 CM3431_MARKER: DZ = AZIMUTH MARK DISK
 CM3431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM3431_STAMPING: DONOVAN RM 1 1947
 CM3431_MARK LOGO: CGS   
 CM3431_PROJECTION: FLUSH
 CM3431_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM3431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM3431+STABILITY: SURFACE MOTION
 CM3431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM3431+SATELLITE: SATELLITE OBSERVATIONS - 2001
 CM3431
 CM3431  HISTORY     - Date     Condition        Report By
 CM3431  HISTORY     - 1947     MONUMENTED       CGS
 CM3431  HISTORY     - 2001     GOOD             ASCPC
 CM3431
 CM3431                          STATION DESCRIPTION
 CM3431
 CM3431'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 CM3431'FROM THE INTERSECTION OF IL-52 AND NORTH STREET IN DONOVAN, GO EAST ON
 CM3431'NORTH STREET .25
 CM3431'MILES TO A PAVED LANE ON THE EAST SIDE OF DONOVAN JR/SR HIGH SCHOLL,
 CM3431'GO NORTH ON LANE
 CM3431'.10 MILES TO STATION ON LEFT AT SAND VOLLEYBALL COURT, 33 FEET WEST OF
 CM3431'CENTERLINE OF LANE
 CM3431'72.50 FEET NORTHWEST OF 50 INCNES TREE AT EDGE OF LANE.
 CM3431'STAMPED- DONOVAN RM 1 1947
 CM3431' 
 CM3431' 
 CM3431' 
 CM3431'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0108 ***********************************************************************
 JB0108  DESIGNATION -  DOORSILL
 JB0108  PID         -  JB0108
 JB0108  STATE/COUNTY-  IL/JASPER
 JB0108  USGS QUAD   -  DUNDAS (1985)
 JB0108
 JB0108                         *CURRENT SURVEY CONTROL
 JB0108  ___________________________________________________________________
 JB0108* NAD 83(1986)-  38 51 12.     (N)    088 05 05.     (W)     SCALED    
 JB0108* NAVD 88     -       147.121  (meters)     482.68   (feet)  ADJUSTED  
 JB0108  ___________________________________________________________________
 JB0108  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JB0108  DYNAMIC HT  -         147.032 (meters)     482.39  (feet)  COMP
 JB0108  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 JB0108
 JB0108  VERT ORDER  -  FIRST     CLASS II
 JB0108
 JB0108.The horizontal coordinates were scaled from a topographic map and have
 JB0108.an estimated accuracy of +/- 6 seconds.
 JB0108
 JB0108.The orthometric height was determined by differential leveling
 JB0108.and adjusted by the National Geodetic Survey in June 1991..
 JB0108
 JB0108.The geoid height was determined by GEOID03.
 JB0108
 JB0108.The dynamic height is computed by dividing the NAVD 88
 JB0108.geopotential number by the normal gravity value computed on the
 JB0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0108.degrees latitude (g = 980.6199 gals.).
 JB0108
 JB0108.The modeled gravity was interpolated from observed gravity values.
 JB0108
 JB0108;                    North         East    Units  Estimated Accuracy
 JB0108;SPC IL E     -   242,730.      321,580.      MT  (+/- 180 meters Scaled)
 JB0108
 JB0108                          SUPERSEDED SURVEY CONTROL
 JB0108
 JB0108  NGVD 29 (??/??/92)  147.203  (m)          482.95   (f) ADJ UNCH    1 2
 JB0108
 JB0108.Superseded values are not recommended for survey control.
 JB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0108.See file dsdata.txt to determine how the superseded data were derived.
 JB0108
 JB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ058010(NAD 83)
 JB0108_MARKER: Q = CHISELED SQUARE
 JB0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0108_SP_SET: BUILDING
 JB0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0108
 JB0108  HISTORY     - Date     Condition        Report By
 JB0108  HISTORY     - UNK      MONUMENTED       CGS
 JB0108  HISTORY     - 1956     GOOD             NGS
 JB0108
 JB0108                          STATION DESCRIPTION
 JB0108
 JB0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0108'1.4 MI N FROM DUNDAS.
 JB0108'1.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0108'STATION AND BLACK TOP ROAD CROSSING AT DUNDAS, AT WEST LIBERTY,
 JB0108'70 FEET EAST OF EAST RAIL, AT A CONCRETE BLOCK BUILDING OWNED
 JB0108'BY WAYNE FEED MILL COMPANY, 21.4 FEET EAST OF NORTHWEST CORNER
 JB0108'OF CONCRETE BLOCK BUILDING, A 2-INCH OUTLINED SQUARE IN TOP OF
 JB0108'CONCRETE DOOR SILL OF SLIDING DOOR ON NORTH SIDE OF BUILDING,
 JB0108'3.6 FEET WEST OF EAST DOOR FACING AND ABOUT LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0145 ***********************************************************************
 KB0145  DESIGNATION -  DORANS RM 1
 KB0145  PID         -  KB0145
 KB0145  STATE/COUNTY-  IL/COLES
 KB0145  USGS QUAD   -  HUMBOLDT (1983)
 KB0145
 KB0145                         *CURRENT SURVEY CONTROL
 KB0145  ___________________________________________________________________
 KB0145* NAD 83(1986)-  39 33 52.     (N)    088 18 37.     (W)     SCALED    
 KB0145* NAVD 88     -       205.481  (meters)     674.15   (feet)  ADJUSTED  
 KB0145  ___________________________________________________________________
 KB0145  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0145  DYNAMIC HT  -         205.366 (meters)     673.77  (feet)  COMP
 KB0145  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 KB0145
 KB0145  VERT ORDER  -  SECOND    CLASS 0
 KB0145
 KB0145.The horizontal coordinates were scaled from a topographic map and have
 KB0145.an estimated accuracy of +/- 6 seconds.
 KB0145
 KB0145.The orthometric height was determined by differential leveling
 KB0145.and adjusted by the National Geodetic Survey in June 1991..
 KB0145
 KB0145.The geoid height was determined by GEOID03.
 KB0145
 KB0145.The dynamic height is computed by dividing the NAVD 88
 KB0145.geopotential number by the normal gravity value computed on the
 KB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0145.degrees latitude (g = 980.6199 gals.).
 KB0145
 KB0145.The modeled gravity was interpolated from observed gravity values.
 KB0145
 KB0145;                    North         East    Units  Estimated Accuracy
 KB0145;SPC IL E     -   321,640.      301,980.      MT  (+/- 180 meters Scaled)
 KB0145
 KB0145                          SUPERSEDED SURVEY CONTROL
 KB0145
 KB0145  NGVD 29 (??/??/92)  205.549  (m)          674.37   (f) ADJ UNCH    2 0
 KB0145
 KB0145.Superseded values are not recommended for survey control.
 KB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0145.See file dsdata.txt to determine how the superseded data were derived.
 KB0145
 KB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ874802(NAD 83)
 KB0145_MARKER: DR = REFERENCE MARK DISK
 KB0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0145_STAMPING: DORANS NO 1 1959
 KB0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0145+STABILITY: SURFACE MOTION
 KB0145
 KB0145  HISTORY     - Date     Condition        Report By
 KB0145  HISTORY     - 1959     MONUMENTED       CGS
 KB0145  HISTORY     - 20050303 MARK NOT FOUND   ILDT
 KB0145
 KB0145                          STATION DESCRIPTION
 KB0145
 KB0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0145'4.5 MI S FROM HUMBOLDT.
 KB0145'ABOUT 1.15 MILES SOUTH ALONG AN OILED ROAD FROM THE ILLINOIS
 KB0145'CENTRAL RAILROAD STATION AT HUMBOLDT, THENCE 1.1 MILES EAST
 KB0145'ALONG AN OILED ROAD, THENCE 1.5 MILES SOUTH ALONG AN OILED ROAD,
 KB0145'THENCE 0.4 MILES WEST ALONG AN OILED ROAD, NEAR A FENCE CORNER
 KB0145'SOUTH OF THE ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE
 KB0145'ROAD, 1/2 FOOT NORTH OF A FENCE, 35 FEET EAST OF A FENCE CORNER,
 KB0145'34.6 FEET EAST OF TRIANGLATION STATION DORANS, 45 FEET EAST OF
 KB0145'THE SOUTHEAST CORNER OF A WOODEN PLANK BRIDGE, 34.1 FEET EAST
 KB0145'OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 KB0145'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0145
 KB0145                          STATION RECOVERY (2005)
 KB0145
 KB0145'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0146 ***********************************************************************
 KB0146  DESIGNATION -  DORANS RM 2
 KB0146  PID         -  KB0146
 KB0146  STATE/COUNTY-  IL/COLES
 KB0146  USGS QUAD   -  HUMBOLDT (1983)
 KB0146
 KB0146                         *CURRENT SURVEY CONTROL
 KB0146  ___________________________________________________________________
 KB0146* NAD 83(1986)-  39 33 52.     (N)    088 18 37.     (W)     SCALED    
 KB0146* NAVD 88     -       205.631  (meters)     674.64   (feet)  ADJUSTED  
 KB0146  ___________________________________________________________________
 KB0146  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0146  DYNAMIC HT  -         205.516 (meters)     674.26  (feet)  COMP
 KB0146  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 KB0146
 KB0146  VERT ORDER  -  SECOND    CLASS 0
 KB0146
 KB0146.The horizontal coordinates were scaled from a topographic map and have
 KB0146.an estimated accuracy of +/- 6 seconds.
 KB0146
 KB0146.The orthometric height was determined by differential leveling
 KB0146.and adjusted by the National Geodetic Survey in June 1991..
 KB0146
 KB0146.The geoid height was determined by GEOID03.
 KB0146
 KB0146.The dynamic height is computed by dividing the NAVD 88
 KB0146.geopotential number by the normal gravity value computed on the
 KB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0146.degrees latitude (g = 980.6199 gals.).
 KB0146
 KB0146.The modeled gravity was interpolated from observed gravity values.
 KB0146
 KB0146;                    North         East    Units  Estimated Accuracy
 KB0146;SPC IL E     -   321,640.      301,980.      MT  (+/- 180 meters Scaled)
 KB0146
 KB0146                          SUPERSEDED SURVEY CONTROL
 KB0146
 KB0146  NGVD 29 (??/??/92)  205.699  (m)          674.86   (f) ADJ UNCH    2 0
 KB0146
 KB0146.Superseded values are not recommended for survey control.
 KB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0146.See file dsdata.txt to determine how the superseded data were derived.
 KB0146
 KB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ874802(NAD 83)
 KB0146_MARKER: DR = REFERENCE MARK DISK
 KB0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0146_STAMPING: DORANS NO 2 1959
 KB0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0146+STABILITY: SURFACE MOTION
 KB0146
 KB0146  HISTORY     - Date     Condition        Report By
 KB0146  HISTORY     - 1959     MONUMENTED       CGS
 KB0146  HISTORY     - 20050303 MARK NOT FOUND   ILDT
 KB0146
 KB0146                          STATION DESCRIPTION
 KB0146
 KB0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0146'4.5 MI S FROM HUMBOLDT.
 KB0146'ABOUT 1.15 MILES SOUTH ALONG AN OILED ROAD FROM THE ILLINOIS
 KB0146'CENTRAL RAILROAD STATION AT HUMBOLDT, THENCE 1.1 MILES EAST
 KB0146'ALONG AN OILED ROAD, THENCE 1.5 MILES SOUTH ALONG AN OILED ROAD,
 KB0146'THENCE 0.4 MILES WEST ALONG AN OILED ROAD, NEAR A FENCE CORNER
 KB0146'SOUTH OF THE ROAD, 28 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 KB0146'ROAD, 58 1/2 FEET WEST OF A FENCE CORNER, 34 FEET WEST OF THE
 KB0146'SOUTHWEST CORNER OF A WOODEN PLANK BRIDGE, 58.7 FEET WEST OF
 KB0146'TRIANGULATION STATION DORANS, 59.6 FEET WEST OF A METAL WITNESS
 KB0146'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 KB0146'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KB0146
 KB0146                          STATION RECOVERY (2005)
 KB0146
 KB0146'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1574 ***********************************************************************
 JC1574  CBN         -  This is a Cooperative Base Network Control Station.
 JC1574  DESIGNATION -  DORSEY
 JC1574  PID         -  JC1574
 JC1574  STATE/COUNTY-  IL/MADISON
 JC1574  USGS QUAD   -  BETHALTO (1993)
 JC1574
 JC1574                         *CURRENT SURVEY CONTROL
 JC1574  ___________________________________________________________________
 JC1574* NAD 83(1997)-  38 58 25.50138(N)    090 00 04.99208(W)     ADJUSTED  
 JC1574* NAVD 88     -       178.6    (meters)     586.     (feet)  GPS OBS   
 JC1574  ___________________________________________________________________
 JC1574  X           -       -,120.171 (meters)                     COMP
 JC1574  Y           -  -4,965,275.257 (meters)                     COMP
 JC1574  Z           -   3,990,144.575 (meters)                     COMP
 JC1574  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 JC1574  ELLIP HEIGHT-         147.32  (meters)          (09/15/03) GPS OBS
 JC1574  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC1574
 JC1574  HORZ ORDER  -  A
 JC1574  ELLP ORDER  -  FOURTH    CLASS I
 JC1574
 JC1574.The horizontal coordinates were established by GPS observations
 JC1574.and adjusted by the National Geodetic Survey in September 2003..
 JC1574
 JC1574.The orthometric height was determined by GPS observations and a
 JC1574.high-resolution geoid model.
 JC1574
 JC1574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1574
 JC1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1574
 JC1574.The ellipsoidal height was determined by GPS observations
 JC1574.and is referenced to NAD 83.
 JC1574
 JC1574.The geoid height was determined by GEOID03.
 JC1574
 JC1574;                    North         East     Units Scale Factor Converg.
 JC1574;SPC IL W     -   256,068.340   714,322.061   MT  0.99994370   +0 06 14.2
 JC1574;SPC IL W     -   840,117.55  2,343,571.63   sFT  0.99994370   +0 06 14.2
 JC1574;UTM  15      - 4,318,141.375   759,776.111   MT  1.00043105   +1 53 13.5
 JC1574;UTM  16      - 4,318,149.297   239,983.579   MT  1.00043259   -1 53 19.8
 JC1574
 JC1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1574!SPC IL W     -   0.99997689  x   0.99994370  =   0.99992059
 JC1574!UTM  15      -   0.99997689  x   1.00043105  =   1.00040793
 JC1574!UTM  16      -   0.99997689  x   1.00043259  =   1.00040947
 JC1574
 JC1574:                Primary Azimuth Mark                     Grid Az
 JC1574:SPC IL W     -  DORSEY RM 4 AZIMUTH                      017 35 17.7
 JC1574:UTM  15      -  DORSEY RM 4 AZIMUTH                      015 48 18.4
 JC1574:UTM  16      -  DORSEY RM 4 AZIMUTH                      019 34 51.7
 JC1574
 JC1574|---------------------------------------------------------------------|
 JC1574| PID    Reference Object                     Distance      Geod. Az  |
 JC1574|                                                           dddmmss.s |
 JC1574| CI4302 DORSEY RM 4 AZIMUTH                                0174131.9 |
 JC1574| KB1456 STAUNTON MUNICIPAL TANK             APPROX.19.8 KM 0742440.6 |
 JC1574| JC1573 PTS 21                               21.541 METERS 16230     |
 JC1574| JB2004 EDWARDSVILLE MUNICIPAL SPIPE        APPROX.18.0 KM 1681547.8 |
 JC1574| JB2003 EDWARDSVILLE KETTLE R TREAT TK      APPROX.21.8 KM 1685151.3 |
 JC1574| CI4299 DORSEY RM 1                          44.684 METERS 17907     |
 JC1574| CI4298 DORSEY AZ MK                                       1902034.0 |
 JC1574| CI4301 DORSEY RM 3                          22.860 METERS 21040     |
 JC1574| CI4300 DORSEY RM 2                          48.932 METERS 27045     |
 JC1574|---------------------------------------------------------------------|
 JC1574
 JC1574                          SUPERSEDED SURVEY CONTROL
 JC1574
 JC1574  NAD 83(1997)-  38 58 25.50596(N)    090 00 04.99389(W) AD(       ) 1
 JC1574  ELLIP H (10/21/99)  147.38   (m)                       GP(       ) 4 1
 JC1574  NAD 83(1986)-  38 58 25.51852(N)    090 00 04.98221(W) AD(       ) 1
 JC1574  NAD 27      -  38 58 25.35300(N)    090 00 04.60600(W) AD(       ) 1
 JC1574
 JC1574.Superseded values are not recommended for survey control.
 JC1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1574.See file dsdata.txt to determine how the superseded data were derived.
 JC1574
 JC1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD5977618141(NAD 83)
 JC1574_MARKER: DD = SURVEY DISK
 JC1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JC1574_STAMPING: DORSEY 1934
 JC1574_MARK LOGO: CGS   
 JC1574_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC1574+STABILITY: SURFACE MOTION
 JC1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1574+SATELLITE: SATELLITE OBSERVATIONS - July , 2002
 JC1574
 JC1574  HISTORY     - Date     Condition        Report By
 JC1574  HISTORY     - 1934     MONUMENTED       CGS
 JC1574  HISTORY     - 1969     GOOD             CGS
 JC1574  HISTORY     - 1969     GOOD             CGS
 JC1574  HISTORY     - 1970     GOOD             LOCENG
 JC1574  HISTORY     - 1972     GOOD             NGS
 JC1574  HISTORY     - 19911201 GOOD             USGS
 JC1574  HISTORY     - 19930415 GOOD             MODNR
 JC1574  HISTORY     - 200207   GOOD             ILDT
 JC1574
 JC1574                          STATION DESCRIPTION
 JC1574
 JC1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JC1574'ON THE WEST EDGE OF THE VILLAGE OF DORSEY, IN THE WEST HALF
 JC1574'SECTION OF SEC. 16, T. 6 N., R. 8 W., ON THE WEST SIDE OF THE
 JC1574'CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY, ON PROPERTY
 JC1574'OWNED BY THE RAILROAD COMPANY, 420 FEET SOUTH OF THE RAILROAD
 JC1574'STATION, 93 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD
 JC1574'CREAMERY, 40 FEET NORTH OF THE CENTER LINE OF MAIN STREET, 50
 JC1574'FEET EAST OF THE EAST RAIL, 44 FEET SOUTHWEST OF A SIGNAL POST,
 JC1574'AND PROJECTS 8 INCHES.
 JC1574'
 JC1574'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JC1574'BRONZE DISKS SET IN CONCRETE.
 JC1574'
 JC1574'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION ON THE
 JC1574'EAST EDGE OF NORTH-SOUTH ROAD RIGHT-OF-WAY, 27 FEET EAST OF
 JC1574'CENTER LINE OF ROAD, ABOUT 90 FEET EAST OF THE EAST RAIL, 25 FEET
 JC1574'WEST OF THE SOUTHWEST CORNER OF THE CREAMERY, AND PROJECTS 14
 JC1574'INCHES.  REFERENCE MARK NO. 2 IS WEST OF THE STATION, 107
 JC1574'FEET WEST OF WEST RAIL, 31 FEET NORTH OF THE CENTER LINE OF
 JC1574'ROAD, 38 FEET WEST OF A NORTH-SOUTH ROAD, 0.5 FOOT EAST OF
 JC1574'FENCE LINE, AND PROJECTS 12 INCHES.  THE DISTANCE BETWEEN
 JC1574'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS 220.36
 JC1574'FEET.
 JC1574'
 JC1574'AZIMUTH MARK IS SOUTH OF THE STATION ON THE EAST EDGE OF THE
 JC1574'RIGHT-OF-WAY OF A NORTH-SOUTH ROAD, 21 FEET EAST OF THE CENTER
 JC1574'LINE OF THE ROAD, AND PROJECTS 14 INCHES.
 JC1574'
 JC1574'PRIMARY TRAVERSE STATION NO. 21 (USGS 1924), IS SOUTHWEST OF
 JC1574'THE STATION, IN THE NORTHWEST CORNER OF THE LOT CONTAINING THE
 JC1574'OLD CREAMERY, 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JC1574'CREAMERY, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 JC1574'PROJECTS 6 INCHES.  THE MARK IS A STANDARD U.S.G.S. BRASS DISK
 JC1574'SET IN A BLOCK OF CONCRETE ABOUT 6 INCHES IN DIAMETER AND IS
 JC1574'VERY UNSTABLE.  IT WAS CONNECTED TO STATION DORSEY BY TRAVERSE.
 JC1574'
 JC1574'110-FOOT TOWER AT STAUNTON IS VISIBLE AT 75 FEET.
 JC1574'
 JC1574'110-FOOT TOWER AT GROTE IS VISIBLE AT 70 FEET.
 JC1574'
 JC1574'110-FOOT TOWER AT EDWARDSVILLE IS VISIBLE AT 35 FEET.
 JC1574'
 JC1574'87-FOOT TOWER AT KELSEY IS VISIBLE AT 70 FEET.
 JC1574'
 JC1574'100-FOOT TOWER AT BAUER IS VISIBLE AT 83 FEET.
 JC1574
 JC1574                          STATION RECOVERY (1969)
 JC1574
 JC1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JC1574'THE STATION MARK, REFERENCE MARK AND THE AZIMUTH MARK WERE FOUND
 JC1574'IN GOOD CONDITION.  REFERENCE MARK 1 IS IN A CULTIVATED FIELD
 JC1574'AND WILL HAVE TO BE RESET SINCE IT HAS BEEN HIT AND LEANING TO
 JC1574'THE WEST.  P.T.S. 21 (USGS) WAS FOUND LEANING TO THE SOUTHWEST
 JC1574'AND LOOSE IN THE GROUND.  THE DESCRIPTION TO THE STATION IS VERY
 JC1574'POOR SINCE DORSEY IS NOT ON THE MAP AND THE RAILROAD HAS BEEN
 JC1574'REMOVED.  A NEW DESCRIPTION FOLLOWS.
 JC1574'
 JC1574'THE STATION MARK IS LOCATED IN THE WEST EDGE OF THE SMALL
 JC1574'VILLAGE OF DORSEY, ABOUT 150 FEET WEST OF THE DORSEY POST
 JC1574'OFFICE, 16 FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 40 FEET
 JC1574'NORTHWEST OF THE INTERSECTION OF A CROSSROAD, 39 FEET NORTH
 JC1574'OF THE CENTERLINE OF A PAVED ROAD, 12 FEET NORTHEAST OF AN
 JC1574'UNDERGROUND CABLE WARNING POST WHICH PROJECTS 3 FEET AND 1 FOOT
 JC1574'SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3
 JC1574'INCHES AND THE DISK IS STAMPED DORSEY 1934.
 JC1574'
 JC1574'REFERENCE MARK 2 IS 30 FEET NORTH OF THE CENTERLINE OF THE
 JC1574'PAVED ROAD, 16 FEET SOUTHEAST OF A 36 INCH MAPLE TREE, 14 FEET
 JC1574'NORTH OF A TELEPHONE POLE, 7 FEET EAST OF THE CENTERLINE OF A
 JC1574'DRIVEWAY AND IN THE SOUTHEAST CORNER OF A LAWN.  THE MONUMENT
 JC1574'PROJECTS 5 INCHES AND THE DISK IS STAMPED DORSEY NO 11 1934.
 JC1574'
 JC1574'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF A PAVED
 JC1574'ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 JC1574'PROJECTS 5 INCHES AND THE DISK IS STAMPED DORSEY 1934 AZIMUTH.
 JC1574'
 JC1574'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 140 AND
 JC1574'159 (ABOUT 7 MILES NORTH OF EDWARDSVILLE), GO NORTH ON HIGHWAY
 JC1574'159 FOR 5.05 MILES TO A CROSSROAD.  TURN LEFT ON PAVED ROAD AND
 JC1574'GO WEST FOR 1.65 MILES TO THE WEST EDGE OF DORSEY AND THE STATION
 JC1574'ON THE RIGHT.
 JC1574
 JC1574                          STATION RECOVERY (1969)
 JC1574
 JC1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JC1574'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 JC1574'FOUND AS DESCRIBED IN THE RECOVERY NOTE.  REFERENCE MARK 1
 JC1574'DISK WAS SALVAGED.  REFERENCE MARK 3 WAS SET.  THE RECOVERY NOTE
 JC1574'IS GOOD WITH THE FOLLOWING.
 JC1574'
 JC1574'REFERENCE MARK 3 IS 29 FEET SOUTH OF THE CENTERLINE OF PAVED
 JC1574'ROAD, 17 FEET WEST OF A POWER POLE, 36 FEET WEST OF THE
 JC1574'CENTERLINE OF A PAVED ROAD SOUTH AND 1 FOOT NORTHEAST OF THE
 JC1574'POWER POLE GUY WIRE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 JC1574'DISK IS STAMPED DORSEY 1934 NO 3 1969.
 JC1574'
 JC1574'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JC1574
 JC1574                          STATION RECOVERY (1970)
 JC1574
 JC1574'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (RJZ)
 JC1574'STATION RECOVERED BY L. ROBERT KIMBOLT CONSULTING ENGINEERS.
 JC1574'
 JC1574'DORSEY 1934, GOOD.
 JC1574'
 JC1574'DORSEY NO. 2 1934, GOOD.
 JC1574'
 JC1574'DORSEY 1934 NO. 3 1969, GOOD.
 JC1574'
 JC1574'DORSEY AZ MK. 1934, LEANING SLIGHTLY TO WEST.
 JC1574'
 JC1574'REFERENCE MARK NO. 1 WAS NOT RECOVERED, THE LOT IN WHICH IT SAT
 JC1574'IS NOW UNDER CULTIVATION.
 JC1574'
 JC1574'PRIMARY TRAVERSE STATION NO. 21 USGS 1924 WAS NOT RECOVERED.
 JC1574'POLARIS OBSERVATION AT STATION (AZ MK. AS BACKSIGHT) PROVES
 JC1574'AZIMUTH TO MARK TO BE IN ERROR BY ABOUT 1 MINUTE.  (60 SECONDS).
 JC1574'THIS ALSO PROVES-OUT AGAINST OTHER STAR SHOTS SEVERAL TANGENTS
 JC1574'AWAY AS WELL AS A TIE TO C AND GS PLUS OR MINUS 20 MILES SOUTH.
 JC1574
 JC1574                          STATION RECOVERY (1972)
 JC1574
 JC1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JC1574'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE FOUND IN GOOD
 JC1574'CONDITION.  THE 1934 AZIMUTH MARK WAS FOUND LEANING TO THE
 JC1574'WEST.  A NEW AZIMUTH MARK (R.M. NO. 4) WAS SET AND POLARIS
 JC1574'OBSERVATION WILL BE MADE.  THE DISTANCE AND DIRECTION TO THE
 JC1574'REFERENCE MARKS CHECKED.  AZIMUTH MARK 1934 WAS DESTROYED.
 JC1574'A NEW DESCRIPTION FOLLOWS-
 JC1574'
 JC1574'THE STATION IS LOCATED AT THE WEST EDGE OF THE SMALL VILLAGE
 JC1574'OF DORSEY, ABOUT 150 FEET WEST OF THE DORSEY POST OFFICE, 16 FEET
 JC1574'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 40 FEET NORTHWEST OF
 JC1574'THE INTERSECTION OF CROSSROADS, 39 FEET NORTH OF THE CENTERLINE
 JC1574'OF PAVED ROAD, 12 FEET NORTHEAST OF AN UNDERGROUND CABLE WARNING
 JC1574'POST WHICH PROJECTS ABOUT 3 FEET AND 1 FOOT SOUTHEAST OF A METAL
 JC1574'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 JC1574'STAMPED DORSEY 1934.
 JC1574'
 JC1574'REFERENCE MARK 2 IS 30 FEET NORTH OF THE CENTERLINE OF PAVED
 JC1574'ROAD, 16 FEET SOUTHEAST OF A 36 INCH MAPLE TREE, 14 FEET
 JC1574'NORTH OF A TELEPHONE POLE, 7 FEET EAST OF THE CENTERLINE OF A
 JC1574'DRIVEWAY AND IN THE SOUTHEAST CORNER OF A LAWN.  THE MONUMENT
 JC1574'PROJECTS 5 INCHES AND THE DISK IS STAMPED DORSEY NO 11 1934.
 JC1574'
 JC1574'REFERENCE MARK 3 IS 29 FEET SOUTH OF THE CENTERLINE OF PAVED
 JC1574'ROAD, 17 FEET WEST OF A POWER POLE, 36 FEET WEST OF THE
 JC1574'CENTERLINE OF A PAVED ROAD AND 1 FOOT NORTHEAST OF POWER POLE
 JC1574'GUY WITE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 JC1574'STAMPED DORSEY 1934 NO 3 1969.
 JC1574'
 JC1574'REFERENCE MARK 4 IS 84 FEET NORTHWEST OF A FENCE CORNER, 11 FEET
 JC1574'WEST OF THE CENTERLINE OF GRAVELED ROAD, 1 FOOT SOUTH OF A POWER
 JC1574'POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST AND ABOUT 150
 JC1574'FEET NORTHWEST OF A BRICK HOUSE.  THE MONUMENT PROJECTS 4 INCHES
 JC1574'AND THE DISK IS STAMPED DORSEY 1934 NO 4 1972.
 JC1574
 JC1574                          STATION RECOVERY (1991)
 JC1574
 JC1574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (GDW)
 JC1574'RECOVERED IN GOOD CONDITION.
 JC1574
 JC1574                          STATION RECOVERY (1993)
 JC1574
 JC1574'RECOVERY NOTE BY MO DEPT OF NAT RES 1993
 JC1574'RECOVERED AS DESCRIBED.
 JC1574
 JC1574                          STATION RECOVERY (2002)
 JC1574
 JC1574'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002
 JC1574'STATION RECOVERY (2002)
 JC1574' 
 JC1574'RECOVERY NOTE ILDT 2002
 JC1574'THE STATION IS LOCATED IN DORSEY, ILLINOIS.  THE STATION IS IN THE
 JC1574'NORTHWEST CORNER OF
 JC1574'INTERSECTION OF CR 52 (SEILER ROAD), CR 53 (BIVENS ROAD) TO THE SOUTH
 JC1574'AND LONE PINE DRIVE
 JC1574'TO THE NORTH.
 JC1574' 
 JC1574'TO REACH THE STATION FROM THE INTERSECTION OF IL ROUTE 159 AND SEILER
 JC1574'ROAD 1.7 MILES
 JC1574'WEST TO THE MARK ON THE RIGHT.
 JC1574' 
 JC1574'THE STATION IS LOCATED AT THE WEST EDGE OF THE SMALL VILLAGE OF
 JC1574'DORSEY, ABOUT 150 FEET
 JC1574'WEST OF THE DORSEY POST OFFICE.  16 FEET WEST OF THE CENTERLINE OF A
 JC1574'GRAVELED ROAD
 JC1574'NORTH (LONE PINE DRIVE), 40 FEET NORTHWEST OF THE INTERSECTION OF THE
 JC1574'CROSSROADS.  39
 JC1574'FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD (SEILER ROAD).  12 FEET
 JC1574'NORTHEAST OF AN
 JC1574'UNDERGROUND CABLE WARNING SIGN.  1 FOOT SOUTHEAST OF A METAL WITNESS
 JC1574'POST. THE
 JC1574'MONUMENT IS A STANDARD BONZE DISK SET IN A CONCRETE POST AND PROJECTS
 JC1574'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1571 ***********************************************************************
 MF1571  DESIGNATION -  DOTA
 MF1571  PID         -  MF1571
 MF1571  STATE/COUNTY-  IL/LA SALLE
 MF1571  USGS QUAD   -  MENDOTA WEST (1982)
 MF1571
 MF1571                         *CURRENT SURVEY CONTROL
 MF1571  ___________________________________________________________________
 MF1571* NAD 83(1997)-  41 33 46.29409(N)    089 07 48.86869(W)     ADJUSTED  
 MF1571* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 MF1571  ___________________________________________________________________
 MF1571  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MF1571  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1571
 MF1571  HORZ ORDER  -  SECOND
 MF1571
 MF1571.The horizontal coordinates were established by classical geodetic methods
 MF1571.and adjusted by the National Geodetic Survey in October 1999..
 MF1571
 MF1571.The orthometric height was scaled from a topographic map.
 MF1571
 MF1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1571
 MF1571.The geoid height was determined by GEOID03.
 MF1571
 MF1571;                    North         East     Units Scale Factor Converg.
 MF1571;SPC IL E     -   543,857.746   233,527.021   MT  1.00002936   -0 31 43.4
 MF1571;SPC IL E     - 1,784,306.62    766,163.23   sFT  1.00002936   -0 31 43.4
 MF1571;SPC IL W     -   544,051.428   786,449.303   MT  1.00003311   +0 41 15.5
 MF1571;SPC IL W     - 1,784,942.06  2,580,209.09   sFT  1.00003311   +0 41 15.5
 MF1571;UTM  16      - 4,603,434.151   322,371.215   MT  0.99998830   -1 24 49.2
 MF1571
 MF1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1571!SPC IL E     -   0.99996770  x   1.00002936  =   0.99999705
 MF1571!SPC IL W     -   0.99996770  x   1.00003311  =   1.00000080
 MF1571!UTM  16      -   0.99996770  x   0.99998830  =   0.99995600
 MF1571
 MF1571:                Primary Azimuth Mark                     Grid Az
 MF1571:SPC IL E     -  DOTA AZ MK RESET                         017 38 27.6
 MF1571:SPC IL W     -  DOTA AZ MK RESET                         016 25 28.7
 MF1571:UTM  16      -  DOTA AZ MK RESET                         018 31 33.4
 MF1571
 MF1571|---------------------------------------------------------------------|
 MF1571| PID    Reference Object                     Distance      Geod. Az  |
 MF1571|                                                           dddmmss.s |
 MF1571| CI6920 DOTA AZ MK RESET                                   0170644.2 |
 MF1571| MF0658 DOTA RM 1                            32.461 METERS 06717     |
 MF1571| MF0661 DOTA RM 2                            16.392 METERS 19936     |
 MF1571| CI6921 DOTA RM 3                            21.092 METERS 27552     |
 MF1571|---------------------------------------------------------------------|
 MF1571
 MF1571                          SUPERSEDED SURVEY CONTROL
 MF1571
 MF1571  NAD 83(1997)-  41 33 46.29395(N)    089 07 48.86981(W) AD(       ) 2
 MF1571  NAD 83(1986)-  41 33 46.29989(N)    089 07 48.87496(W) AD(       ) 2
 MF1571  NAD 27      -  41 33 46.18520(N)    089 07 48.57190(W) AD(       ) 2
 MF1571
 MF1571.Superseded values are not recommended for survey control.
 MF1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1571.See file dsdata.txt to determine how the superseded data were derived.
 MF1571
 MF1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2237103434(NAD 83)
 MF1571_MARKER: DS = TRIANGULATION STATION DISK
 MF1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1571
 MF1571  HISTORY     - Date     Condition        Report By
 MF1571  HISTORY     - 1954     MONUMENTED       CGS
 MF1571  HISTORY     - 1969     GOOD             CGS
 MF1571  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF1571  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1571
 MF1571                          STATION DESCRIPTION
 MF1571
 MF1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1571'STATION IS LOCATED AT THE MENDOTA AIRPORT ALONG THE SOUTHWEST
 MF1571'SIDE OF U.S. HIGHWAY 52 IN THE NORTH EDGE OF MENDOTA.  IT
 MF1571'IS 65 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 54 FEET
 MF1571'NORTHEAST OF THE EAST CORNER OF THE AIRPORT HANGAR AND 32
 MF1571'FEET NORTHWEST OF A POWER POLE.  THE MARK IS 18 INCHES
 MF1571'UNDERGROUND AND THE DISK IS STAMPED DOTA 1954.
 MF1571'
 MF1571'REFERENCE MARK NO. 1 IS 37 FEET NORTHEAST OF THE CENTER OF
 MF1571'THE HIGHWAY AND 16 FEET NORTHWEST OF A TELEPHONE POLE.  THE
 MF1571'MARK IS FLUSH AND THE DISK IS STAMPED DOTA NO 1 1954.
 MF1571'
 MF1571'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF THE EAST CORNER OF THE
 MF1571'HANGAR.  THE MARK IS FLUSH AND THE DISK IS STAMPED DOTA NO 2 1954.
 MF1571'
 MF1571'AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 MF1571'51, 18 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 MF1571'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH
 MF1571'AND THE DISK IS STAMPED DOTA 1954.
 MF1571'
 MF1571'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 MF1571'HIGHWAY 52 FOR 0.2 MILE TO THE JUNCTION OF HIGHWAY 51.  TURN
 MF1571'LEFT AND GO NORTH ON HIGHWAY 51 FOR 0.5 MILE TO THE MARK ON
 MF1571'THE LEFT AS DESCRIBED.
 MF1571'
 MF1571'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1571
 MF1571                          STATION RECOVERY (1969)
 MF1571
 MF1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MF1571'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION
 MF1571'AFTER A LONG SEARCH.  THE SURFACE STATION MARK WAS NOT FOUND
 MF1571'AND IS ASSUMED TO HAVE BEEN DESTROYED BY SEWER CONSTRUCTION
 MF1571'ALONG WITH REFERENCE MARK 2.  THE AZIMUTH MARK WAS ALSO FOUND
 MF1571'IN GOOD CONDITION.  A NEW SURFACE STATION MARK AND A REFERENCE
 MF1571'MARK 3 WERE SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 MF1571'1 CHECKED.  A NEW DESCRIPTION FOLLOWS.
 MF1571'
 MF1571'THE STATION IS LOCATED 0.2 MILE NORTHWEST OF THE JUNCTION OF
 MF1571'U.S. HIGHWAYS 51 AND 52 AT THE NORTHWEST EDGE OF MENDOTA AT
 MF1571'THE MENDOTA AIRPORT WHICH IS OWNED AND OPERATED BY MR. AND MRS.
 MF1571'FRANCIS E FITZGERALD.  IT IS 33 FEET SOUTHWEST OF A POWER POLE,
 MF1571'51 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 63 FEET NORTHWEST
 MF1571'OF THE NORTHEAST CORNER OF WHAT USED TO BE A HANGER BUT NOW
 MF1571'LIVING QUARTERS, 60 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 MF1571'THE BUILDING, AND 65 FEET SOUTHWEST OF THE CENTERLINE OF
 MF1571'HIGHWAY 52.  THE MONUMENT IS 6 INCHES UNDERGROUND AND THE DISK
 MF1571'IS STAMPED DOTA 1954 1969.
 MF1571'
 MF1571'REFERENCE MARK 1 IS 1 FOOT EAST OF A METAL WITNESS POST, 18
 MF1571'FEET NORTHWEST OF A TELEPHONE POLE AND 37 FEET NORTHEAST OF
 MF1571'THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE
 MF1571'DISK IS STAMPED DOTA NO 1 1954.
 MF1571'
 MF1571'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DOTA 1954 NO 3
 MF1571'1969 SET IN A DRILL HOLE IN THE NORTHWEST CORNER AND TOP OF A
 MF1571'CONCRETE STEP TO A HANGER, 3 FEET NORTH OF THE NORTH FACE OF
 MF1571'THE HANGER, 6 INCHES EAST OF THE WEST EDGE OF THE STEP AND
 MF1571'6 INCHES SOUTH OF THE NORTH EDGE OF THE STEP.
 MF1571'
 MF1571'THE AZIMUTH MARK IS 38 FEET SOUTH OF A FENCE CORNER, 26 FEET
 MF1571'SOUTHWEST OF A CONCRETE HEADWALL, 40 FEET WEST OF THE CENTERLINE
 MF1571'OF HIGHWAY 51, 1 FOOT EAST OF A FENCE, 1 FOOT NORTH OF A METAL
 MF1571'WITNESS POST 0.2 MILE NORTH ALONG HIGHWAY 51 FROM ITS JUNCTION
 MF1571'WITH HIGHWAY 52.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MF1571'DOTA 1954.
 MF1571'
 MF1571'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1571'
 MF1571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MENDOTA
 MF1571
 MF1571                          STATION RECOVERY (1997)
 MF1571
 MF1571'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1571'MARK NOT FOUND.
 MF1571
 MF1571                          STATION RECOVERY (2002)
 MF1571
 MF1571'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1571'RM 1 AND 2 AND THE AZIMUTH WERE NOT LOCATED. RM 3 WAS NOT FOUND
 MF1571' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0659 ***********************************************************************
 MF0659  DESIGNATION -  DOTA RESET 1969
 MF0659  PID         -  MF0659
 MF0659  STATE/COUNTY-  IL/LA SALLE
 MF0659  USGS QUAD   -  MENDOTA WEST (1982)
 MF0659
 MF0659                         *CURRENT SURVEY CONTROL
 MF0659  ___________________________________________________________________
 MF0659* NAD 83(1986)-  41 33 46.     (N)    089 07 48.     (W)     SCALED    
 MF0659* NAVD 88     -       238.97   (meters)     784.0    (feet)  RESET     
 MF0659  ___________________________________________________________________
 MF0659  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0659
 MF0659  VERT ORDER  -  THIRD
 MF0659
 MF0659.The horizontal coordinates were scaled from a topographic map and have
 MF0659.an estimated accuracy of +/- 6 seconds.
 MF0659
 MF0659.The orthometric height was computed from unverified reset data.
 MF0659
 MF0659.The geoid height was determined by GEOID03.
 MF0659
 MF0659;                    North         East    Units  Estimated Accuracy
 MF0659;SPC IL E     -   543,850.      233,550.      MT  (+/- 180 meters Scaled)
 MF0659
 MF0659                          SUPERSEDED SURVEY CONTROL
 MF0659
 MF0659.No superseded survey control is available for this station.
 MF0659
 MF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM223034(NAD 83)
 MF0659_MARKER: DS = TRIANGULATION STATION DISK
 MF0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0659_STAMPING: DOTA 1954 1969
 MF0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0659+STABILITY: SURFACE MOTION
 MF0659
 MF0659  HISTORY     - Date     Condition        Report By
 MF0659  HISTORY     - 1969     MONUMENTED       CGS
 MF0659
 MF0659                          STATION DESCRIPTION
 MF0659
 MF0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MF0659'1.2 MI NW FROM MENDOTA.
 MF0659'0.2 MILES NORTHWEST ALONG U.S. HIGHWAY 52 FROM ITS JUNCTION WITH
 MF0659'U.S. HIGHWAY 51 AT THE NORTHWEST EDGE OF MENDOTA AT THE MENDOTA
 MF0659'AIRPORT WHICH IS OWNED AND OPERATED BY MR. AND MRS. FRANCIS E.
 MF0659'FITZGERALD, 33 FEET SOUTHWEST OF A POWER POLE, 51 FEET WEST OF
 MF0659'THE CENTERLINE OF A DRIVEWAY, 63 FEET NORTHWEST OF THE NORTHEAST
 MF0659'CORNER OF WHAT USED TO BE A HANGER BUT NOW LIVING QUARTERS, 60
 MF0659'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, 65 FEET
 MF0659'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  DISK IS SET IN THE
 MF0659'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 6 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0658 ***********************************************************************
 MF0658  DESIGNATION -  DOTA RM 1
 MF0658  PID         -  MF0658
 MF0658  STATE/COUNTY-  IL/LA SALLE
 MF0658  USGS QUAD   -  MENDOTA WEST (1982)
 MF0658
 MF0658                         *CURRENT SURVEY CONTROL
 MF0658  ___________________________________________________________________
 MF0658* NAD 83(1986)-  41 33 46.     (N)    089 07 48.     (W)     SCALED    
 MF0658* NAVD 88     -       237.501  (meters)     779.20   (feet)  ADJUSTED  
 MF0658  ___________________________________________________________________
 MF0658  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0658  DYNAMIC HT  -         237.408 (meters)     778.90  (feet)  COMP
 MF0658  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 MF0658
 MF0658  VERT ORDER  -  FIRST     CLASS II
 MF0658
 MF0658.The horizontal coordinates were scaled from a topographic map and have
 MF0658.an estimated accuracy of +/- 6 seconds.
 MF0658
 MF0658.The orthometric height was determined by differential leveling
 MF0658.and adjusted by the National Geodetic Survey in June 1991..
 MF0658
 MF0658.The geoid height was determined by GEOID03.
 MF0658
 MF0658.The dynamic height is computed by dividing the NAVD 88
 MF0658.geopotential number by the normal gravity value computed on the
 MF0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0658.degrees latitude (g = 980.6199 gals.).
 MF0658
 MF0658.The modeled gravity was interpolated from observed gravity values.
 MF0658
 MF0658;                    North         East    Units  Estimated Accuracy
 MF0658;SPC IL E     -   543,850.      233,550.      MT  (+/- 180 meters Scaled)
 MF0658
 MF0658                          SUPERSEDED SURVEY CONTROL
 MF0658
 MF0658  NGVD 29 (??/??/92)  237.546  (m)          779.35   (f) ADJ UNCH    1 2
 MF0658
 MF0658.Superseded values are not recommended for survey control.
 MF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0658.See file dsdata.txt to determine how the superseded data were derived.
 MF0658
 MF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM223034(NAD 83)
 MF0658_MARKER: DR = REFERENCE MARK DISK
 MF0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0658_STAMPING: DOTA NO 1 1954
 MF0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0658+STABILITY: SURFACE MOTION
 MF0658
 MF0658  HISTORY     - Date     Condition        Report By
 MF0658  HISTORY     - 1954     MONUMENTED       CGS
 MF0658  HISTORY     - 1960     GOOD             NGS
 MF0658  HISTORY     - 1969     GOOD             NGS
 MF0658  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF0658  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0658
 MF0658                          STATION DESCRIPTION
 MF0658
 MF0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0658'1.2 MI NW FROM MENDOTA.
 MF0658'ABOUT 1.25 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 MF0658'FROM THE STATION AT MENDOTA, 302 YARDS SOUTHEAST OF MILEPOST 873,
 MF0658'IN S-29, R-1E, T-36N, 0.15 MILE NORTHWEST OF ILLINOIS CENTRAL
 MF0658'RAILROAD OVERPASS A 872.7 OVER U.S. HIGHWAY 51, 75 FEET SOUTHWEST
 MF0658'OF THE SOUTHWEST RAIL, 35 FEET NORTHEAST OF THE CENTER LINE OF
 MF0658'U.S. HIGHWAY 52, 18 FEET NORTHWEST OF A TELEPHONE POLE AT THE
 MF0658'NORTHWEST ENTRANCE TO FITZGERALD AIRPORT AND BOWLING ALLEY, 1
 MF0658'FOOT SOUTHWEST OF A STEEL WITNESS POST, ABOUT 2 FEET BELOW THE
 MF0658'LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST FLUSH
 MF0658'WITH THE GROUND.
 MF0658
 MF0658                          STATION RECOVERY (1969)
 MF0658
 MF0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0658'RECOVERED IN GOOD CONDITION.
 MF0658
 MF0658                          STATION RECOVERY (1997)
 MF0658
 MF0658'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0658'MARK NOT FOUND.
 MF0658
 MF0658                          STATION RECOVERY (2002)
 MF0658
 MF0658'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0660 ***********************************************************************
 MF0660  DESIGNATION -  DOTA RM 3 1969
 MF0660  PID         -  MF0660
 MF0660  STATE/COUNTY-  IL/LA SALLE
 MF0660  USGS QUAD   -  MENDOTA WEST (1982)
 MF0660
 MF0660                         *CURRENT SURVEY CONTROL
 MF0660  ___________________________________________________________________
 MF0660* NAD 83(1986)-  41 33 46.     (N)    089 07 48.     (W)     SCALED    
 MF0660* NAVD 88     -       239.85   (meters)     786.9    (feet)  RESET     
 MF0660  ___________________________________________________________________
 MF0660  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0660
 MF0660  VERT ORDER  -  THIRD
 MF0660
 MF0660.The horizontal coordinates were scaled from a topographic map and have
 MF0660.an estimated accuracy of +/- 6 seconds.
 MF0660
 MF0660.The orthometric height was computed from unverified reset data.
 MF0660
 MF0660.The geoid height was determined by GEOID03.
 MF0660
 MF0660;                    North         East    Units  Estimated Accuracy
 MF0660;SPC IL E     -   543,850.      233,550.      MT  (+/- 180 meters Scaled)
 MF0660
 MF0660                          SUPERSEDED SURVEY CONTROL
 MF0660
 MF0660.No superseded survey control is available for this station.
 MF0660
 MF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM223034(NAD 83)
 MF0660_MARKER: DR = REFERENCE MARK DISK
 MF0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0660_SP_SET: STEP
 MF0660_STAMPING: DOTA 1954 NO 3 1969
 MF0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0660
 MF0660  HISTORY     - Date     Condition        Report By
 MF0660  HISTORY     - 1969     MONUMENTED       CGS
 MF0660
 MF0660                          STATION DESCRIPTION
 MF0660
 MF0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 MF0660'1.5 MI NW FROM MENDOTA.
 MF0660'THE MARK IS LOCATED AT THE MENDOTA AIRPORT WHICH IS 0.2 MILE
 MF0660'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 51 AND 52 A THE
 MF0660'NORTHWEST EDGE OF MENDOTA, SET IN A DRILL HOLE IN THE NORTHWEST
 MF0660'CORNER AND TOP OF A CONCRETE STEP OF THE FIRST HANGER TO THE WEST
 MF0660'OF THE LIVING QUARTERS OF MR. AND MRS. FRANCIS E. FITZGERALD WHO
 MF0660'OWNS AND OPERATES THE AIRPORT, 3 FEET NORTH OF THE NORTH FACE
 MF0660'OF THE BUILDING, 6 INCHES EAST OF THE WEST EDGE OF THE STEP AND
 MF0660'6 INCHES SOUTH OF THE NORTH EDGE OF THE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8946 ***********************************************************************
 DE8946  DESIGNATION -  DOU 01A
 DE8946  PID         -  DE8946
 DE8946  STATE/COUNTY-  IL/DOUGLAS
 DE8946  USGS QUAD   -  HINDSBORO (1982)
 DE8946
 DE8946                         *CURRENT SURVEY CONTROL
 DE8946  ___________________________________________________________________
 DE8946* NAD 83(1997)-  39 40 53.00899(N)    088 10 35.83849(W)     ADJUSTED  
 DE8946* NAVD 88     -       196.4    (meters)     644.     (feet)  GPS OBS   
 DE8946  ___________________________________________________________________
 DE8946  X           -     156,404.162 (meters)                     COMP
 DE8946  Y           -  -4,913,008.713 (meters)                     COMP
 DE8946  Z           -   4,050,928.130 (meters)                     COMP
 DE8946  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DE8946  ELLIP HEIGHT-         164.34  (meters)          (12/06/04) GPS OBS
 DE8946  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE8946
 DE8946  HORZ ORDER  -  FIRST
 DE8946  ELLP ORDER  -  FOURTH    CLASS I
 DE8946
 DE8946.The horizontal coordinates were established by GPS observations
 DE8946.and adjusted by the National Geodetic Survey in December 2002..
 DE8946
 DE8946.The orthometric height was determined by GPS observations and a
 DE8946.high-resolution geoid model.
 DE8946
 DE8946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8946
 DE8946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8946
 DE8946.The ellipsoidal height was determined by GPS observations
 DE8946.and is referenced to NAD 83.
 DE8946
 DE8946.The geoid height was determined by GEOID03.
 DE8946
 DE8946;                    North         East     Units Scale Factor Converg.
 DE8946;SPC IL E     -   334,637.321   313,443.857   MT  0.99997722   +0 06 00.2
 DE8946;SPC IL E     - 1,097,889.28  1,028,357.05   sFT  0.99997722   +0 06 00.2
 DE8946;UTM  16      - 4,393,057.350   399,097.360   MT  0.99972535   -0 45 04.9
 DE8946
 DE8946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8946!SPC IL E     -   0.99997422  x   0.99997722  =   0.99995144
 DE8946!UTM  16      -   0.99997422  x   0.99972535  =   0.99969958
 DE8946
 DE8946                          SUPERSEDED SURVEY CONTROL
 DE8946
 DE8946  ELLIP H (12/18/02)  164.34   (m)                       GP(       ) 4 2
 DE8946
 DE8946.Superseded values are not recommended for survey control.
 DE8946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8946.See file dsdata.txt to determine how the superseded data were derived.
 DE8946
 DE8946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9909793057(NAD 83)
 DE8946_MARKER: I = METAL ROD
 DE8946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8946_STAMPING: DOU-01A
 DE8946_MARK LOGO: ILDT  
 DE8946_PROJECTION: FLUSH
 DE8946_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8946+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8946_ROD/PIPE-DEPTH:  3.7 meters
 DE8946_SLEEVE-DEPTH  :  1.1 meters
 DE8946
 DE8946  HISTORY     - Date     Condition        Report By
 DE8946  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8946
 DE8946                          STATION DESCRIPTION
 DE8946
 DE8946'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8946'THE STATION IS LOCATED ABOUT 6.8 MI (11.1 KM ) EAST  OF ARCOLA,
 DE8946'ABOUT 2.2 MI ( 3.6 KM ) WEST  OF HINDSBORO  . TO REACH FROM THE
 DE8946'JUNCTION  AT THE INTERSTATE 57 AND  STATE ROUTE 133  AT ARCOLA,  GO
 DE8946'EAST  ON  STATE ROUTE 133 ( 200 N COUNTY ROAD )   ABOUT 6.2 MI (10.1
 DE8946'KM )
 DE8946'TO THE CROSS ROAD STATE ROAD 130  ( 1575 E COUNTY ROAD )  .  THE
 DE8946'STATION IS  ON THE LEFT  ON THE NORTHEAST CORNER AT THE CROSS
 DE8946'ROAD.  IT IS  44.2  FT EAST  OF THE CENTER  OF THE  STATE ROUTE 130 (
 DE8946'1575 E COUNTY ROAD ) , 47.6  FT NORTH  OF THE CENTER OF THE STATE
 DE8946'ROUTE 133 ( 200 N COUNTY ROAD ), 17.2 FT NORTHWEST OF THE R.O.W.
 DE8946'CONCRETE MARK, 14.0 FT SOUTH EAST OF THE SING POLE ( 200 N , 1575 E ),
 DE8946'2.0 FT SOUTHWEST OF THE FIBERGLASS WITNESS  POST .NOTE-- ACCESS TO
 DE8946'THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8946' 
 DE8946' 
 DE8946'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8945 ***********************************************************************
 DE8945  DESIGNATION -  DOU 01B
 DE8945  PID         -  DE8945
 DE8945  STATE/COUNTY-  IL/DOUGLAS
 DE8945  USGS QUAD   -  HINDSBORO (1982)
 DE8945
 DE8945                         *CURRENT SURVEY CONTROL
 DE8945  ___________________________________________________________________
 DE8945* NAD 83(1997)-  39 40 38.21585(N)    088 10 36.79140(W)     ADJUSTED  
 DE8945* NAVD 88     -       196.9    (meters)     646.     (feet)  GPS OBS   
 DE8945  ___________________________________________________________________
 DE8945  X           -     156,390.745 (meters)                     COMP
 DE8945  Y           -  -4,913,300.984 (meters)                     COMP
 DE8945  Z           -   4,050,577.305 (meters)                     COMP
 DE8945  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DE8945  ELLIP HEIGHT-         164.84  (meters)          (12/06/04) GPS OBS
 DE8945  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 DE8945
 DE8945  HORZ ORDER  -  FIRST
 DE8945  ELLP ORDER  -  FOURTH    CLASS I
 DE8945
 DE8945.The horizontal coordinates were established by GPS observations
 DE8945.and adjusted by the National Geodetic Survey in December 2002..
 DE8945
 DE8945.The orthometric height was determined by GPS observations and a
 DE8945.high-resolution geoid model.
 DE8945
 DE8945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8945
 DE8945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8945
 DE8945.The ellipsoidal height was determined by GPS observations
 DE8945.and is referenced to NAD 83.
 DE8945
 DE8945.The geoid height was determined by GEOID03.
 DE8945
 DE8945;                    North         East     Units Scale Factor Converg.
 DE8945;SPC IL E     -   334,181.053   313,421.945   MT  0.99997722   +0 05 59.6
 DE8945;SPC IL E     - 1,096,392.34  1,028,285.16   sFT  0.99997722   +0 05 59.6
 DE8945;UTM  16      - 4,392,601.574   399,068.678   MT  0.99972542   -0 45 05.3
 DE8945
 DE8945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8945!SPC IL E     -   0.99997414  x   0.99997722  =   0.99995136
 DE8945!UTM  16      -   0.99997414  x   0.99972542  =   0.99969957
 DE8945
 DE8945                          SUPERSEDED SURVEY CONTROL
 DE8945
 DE8945  ELLIP H (12/18/02)  164.84   (m)                       GP(       ) 4 2
 DE8945
 DE8945.Superseded values are not recommended for survey control.
 DE8945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8945.See file dsdata.txt to determine how the superseded data were derived.
 DE8945
 DE8945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9906992602(NAD 83)
 DE8945_MARKER: I = METAL ROD
 DE8945_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8945_STAMPING: DOU-01B
 DE8945_MARK LOGO: ILDT  
 DE8945_PROJECTION: FLUSH
 DE8945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8945+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8945_ROD/PIPE-DEPTH:  3.7 meters
 DE8945_SLEEVE-DEPTH  :  1.1 meters
 DE8945
 DE8945  HISTORY     - Date     Condition        Report By
 DE8945  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8945
 DE8945                          STATION DESCRIPTION
 DE8945
 DE8945'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8945'THE STATION IS LOCATED ABOUT 6.8 MI (11.1 KM ) EAST  OF ARCOLA,
 DE8945'ABOUT 2.4 MI ( 3.9 KM ) WEST  OF HINDSBORO  . TO REACH FROM THE
 DE8945'JUNCTION  AT THE INTERSTATE 57 AND  STATE ROUTE 133  AT ARCOLA,  GO
 DE8945'EAST  ON  STATE ROUTE 133 ( 200 N COUNTY ROAD )   ABOUT 6.2 MI (10.1
 DE8945'KM )
 DE8945'TO THE CROSS ROAD STATE ROAD 130  ( 1575 E COUNTY ROAD ), TURN
 DE8945'RIGHT GON SOUTH ON STATE ROAD 130  ( 1575 E COUNTY ROAD ) ABOUT 0.3
 DE8945'MI ( 0.5 KM ) ,  THE STATION IS  ON THE RIGHT.   IT IS  38.2  FT WEST
 DE8945'OF THE
 DE8945'CENTER  OF THE  STATE ROUTE 130 (1575 E COUNTY ROAD ) , 3.0  FT EAST
 DE8945'OF
 DE8945'THE EDGE OF FIELD, 110 FT SOUTH OF THE DRIVEWAY, 2.0 FT EAST OF THE
 DE8945'FIBERGLASS WITNESS  POST. NOTE-- ACCESS TO THE  STATION  POINT IS
 DE8945'THROUGH  A  6 - INCH  ACCESS COVER.
 DE8945' 
 DE8945'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8977 ***********************************************************************
 DE8977  DESIGNATION -  DOU 02A
 DE8977  PID         -  DE8977
 DE8977  STATE/COUNTY-  IL/DOUGLAS
 DE8977  USGS QUAD   -  MURDOCK (1982)
 DE8977
 DE8977                         *CURRENT SURVEY CONTROL
 DE8977  ___________________________________________________________________
 DE8977* NAD 83(1997)-  39 47 32.13974(N)    088 02 47.79881(W)     ADJUSTED  
 DE8977* NAVD 88     -       195.5    (meters)     641.     (feet)  GPS OBS   
 DE8977  ___________________________________________________________________
 DE8977  X           -     167,283.695 (meters)                     COMP
 DE8977  Y           -  -4,904,775.655 (meters)                     COMP
 DE8977  Z           -   4,060,393.910 (meters)                     COMP
 DE8977  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DE8977  ELLIP HEIGHT-         163.45  (meters)          (12/06/04) GPS OBS
 DE8977  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DE8977
 DE8977  HORZ ORDER  -  FIRST
 DE8977  ELLP ORDER  -  FOURTH    CLASS I
 DE8977
 DE8977.The horizontal coordinates were established by GPS observations
 DE8977.and adjusted by the National Geodetic Survey in December 2002..
 DE8977
 DE8977.The orthometric height was determined by GPS observations and a
 DE8977.high-resolution geoid model.
 DE8977
 DE8977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8977
 DE8977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8977
 DE8977.The ellipsoidal height was determined by GPS observations
 DE8977.and is referenced to NAD 83.
 DE8977
 DE8977.The geoid height was determined by GEOID03.
 DE8977
 DE8977;                    North         East     Units Scale Factor Converg.
 DE8977;SPC IL E     -   346,974.411   324,557.784   MT  0.99998242   +0 11 00.6
 DE8977;SPC IL E     - 1,138,365.21  1,064,820.00   sFT  0.99998242   +0 11 00.6
 DE8977;UTM  16      - 4,405,224.478   410,390.569   MT  0.99969886   -0 40 11.6
 DE8977
 DE8977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8977!SPC IL E     -   0.99997436  x   0.99998242  =   0.99995678
 DE8977!UTM  16      -   0.99997436  x   0.99969886  =   0.99967323
 DE8977
 DE8977                          SUPERSEDED SURVEY CONTROL
 DE8977
 DE8977  ELLIP H (12/18/02)  163.44   (m)                       GP(       ) 4 2
 DE8977
 DE8977.Superseded values are not recommended for survey control.
 DE8977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8977.See file dsdata.txt to determine how the superseded data were derived.
 DE8977
 DE8977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK1039105224(NAD 83)
 DE8977_MARKER: I = METAL ROD
 DE8977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8977_STAMPING: DOU-02A
 DE8977_MARK LOGO: ILDT  
 DE8977_PROJECTION: FLUSH
 DE8977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8977+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8977_ROD/PIPE-DEPTH:  3.7 meters
 DE8977_SLEEVE-DEPTH  :  1.1 meters
 DE8977
 DE8977  HISTORY     - Date     Condition        Report By
 DE8977  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8977
 DE8977                          STATION DESCRIPTION
 DE8977
 DE8977'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8977'THE STATION IS LOCATED ABOUT 5.7 MI (9.3 KM ) EAST  OF CAMARGO, ABOUT
 DE8977'3.0 MI ( 4.9 KM ) WEST  OF NEWMAN . TO REACH FROM THE  JUNCTION  AT
 DE8977'THE U.S. ROUTE 36   AND STATE ROUTE 130  NORTH  AT CAMARGO,  GO EAST
 DE8977' ON  U.S. ROUTE 36 ( 950 N  COUNTY ROAD )  ABOUT 5.7 MI ( 9.3 KM ) TO
 DE8977'THE
 DE8977'CROSSROAD 2250 E COUNTY ROAD .  THE STATION IS  ON THE LEFT  ON THE
 DE8977'NORTHEAST CORNER AT THE CROSSROAD.  IT IS  49.2  FT NORTH  OF THE
 DE8977'CENTER  OF THE U.S. ROUTE  36 ( 950 N COUNTY ROAD )  , 33.0  FT EAST
 DE8977'OF
 DE8977'THE CENTER OF THE 2250  E  COUNTY ROAD, 2.0 FT SOUTH OF THE
 DE8977'FIBERGLASS WITNESS  POST.  NOTE-- ACCESS TO THE  STATION  POINT IS
 DE8977'THROUGH  A  6 - INCH  ACCESS COVER.
 DE8977' 
 DE8977' 
 DE8977' 
 DE8977'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8939 ***********************************************************************
 DE8939  DESIGNATION -  DOU 02B
 DE8939  PID         -  DE8939
 DE8939  STATE/COUNTY-  IL/DOUGLAS
 DE8939  USGS QUAD   -  MURDOCK (1982)
 DE8939
 DE8939                         *CURRENT SURVEY CONTROL
 DE8939  ___________________________________________________________________
 DE8939* NAD 83(1997)-  39 47 32.10518(N)    088 03 10.26895(W)     ADJUSTED  
 DE8939* NAVD 88     -       196.8    (meters)     646.     (feet)  GPS OBS   
 DE8939  ___________________________________________________________________
 DE8939  X           -     166,749.435 (meters)                     COMP
 DE8939  Y           -  -4,904,795.568 (meters)                     COMP
 DE8939  Z           -   4,060,393.955 (meters)                     COMP
 DE8939  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DE8939  ELLIP HEIGHT-         164.80  (meters)          (12/06/04) GPS OBS
 DE8939  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DE8939
 DE8939  HORZ ORDER  -  FIRST
 DE8939  ELLP ORDER  -  FOURTH    CLASS I
 DE8939
 DE8939.The horizontal coordinates were established by GPS observations
 DE8939.and adjusted by the National Geodetic Survey in December 2002..
 DE8939
 DE8939.The orthometric height was determined by GPS observations and a
 DE8939.high-resolution geoid model.
 DE8939
 DE8939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8939
 DE8939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8939
 DE8939.The ellipsoidal height was determined by GPS observations
 DE8939.and is referenced to NAD 83.
 DE8939
 DE8939.The geoid height was determined by GEOID03.
 DE8939
 DE8939;                    North         East     Units Scale Factor Converg.
 DE8939;SPC IL E     -   346,971.652   324,023.185   MT  0.99998210   +0 10 46.2
 DE8939;SPC IL E     - 1,138,356.16  1,063,066.07   sFT  0.99998210   +0 10 46.2
 DE8939;UTM  16      - 4,405,229.680   409,856.138   MT  0.99970004   -0 40 26.0
 DE8939
 DE8939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8939!SPC IL E     -   0.99997415  x   0.99998210  =   0.99995625
 DE8939!UTM  16      -   0.99997415  x   0.99970004  =   0.99967419
 DE8939
 DE8939                          SUPERSEDED SURVEY CONTROL
 DE8939
 DE8939  ELLIP H (12/18/02)  164.79   (m)                       GP(       ) 4 2
 DE8939
 DE8939.Superseded values are not recommended for survey control.
 DE8939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8939.See file dsdata.txt to determine how the superseded data were derived.
 DE8939
 DE8939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK0985605230(NAD 83)
 DE8939_MARKER: I = METAL ROD
 DE8939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8939_STAMPING: DOU-02B
 DE8939_MARK LOGO: ILDT  
 DE8939_PROJECTION: FLUSH
 DE8939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8939+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8939_ROD/PIPE-DEPTH:  3.7 meters
 DE8939_SLEEVE-DEPTH  :  1.1 meters
 DE8939
 DE8939  HISTORY     - Date     Condition        Report By
 DE8939  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8939
 DE8939                          STATION DESCRIPTION
 DE8939
 DE8939'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8939'THE STATION IS LOCATED ABOUT 5.4 MI ( 8.8 KM ) EAST  OF CAMARGO, ABOUT
 DE8939'3.3 MI ( 5.4 KM ) WEST  OF NEWMAN . TO REACH FROM THE  JUNCTION  AT
 DE8939'THE U.S. ROUTE 36   AND STATE ROUTE 130  NORTH  AT CAMARGO,  GO EAST
 DE8939' ON  U.S. ROUTE 36 ( 950 N  COUNTY ROAD )  ABOUT 5.4 MI ( 8.8 KM ),
 DE8939'THE
 DE8939'STATION IS  ON THE LEFT, ABOUT 0.3  MI ( 0.5 KM )  WEST OF THE 2250 E
 DE8939'COUNTY ROAD .   IT IS  44.4  FT NORTH  OF THE CENTER  OF THE U.S.
 DE8939'ROUTE
 DE8939'36 ( 950 N COUNTY ROAD ), 1.5 FT SOUTH OF THE FIBERGLASS WITNESS
 DE8939'POST .   NOTE-- ACCESS TO THE  STATION  POINT IS  THROUGH  A  6 - INCH
 DE8939'ACCESS COVER.
 DE8939' 
 DE8939'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8925 ***********************************************************************
 DE8925  DESIGNATION -  DOU 04C
 DE8925  PID         -  DE8925
 DE8925  STATE/COUNTY-  IL/DOUGLAS
 DE8925  USGS QUAD   -  ARTHUR (1983)
 DE8925
 DE8925                         *CURRENT SURVEY CONTROL
 DE8925  ___________________________________________________________________
 DE8925* NAD 83(1997)-  39 42 52.34525(N)    088 27 57.15426(W)     ADJUSTED  
 DE8925* NAVD 88     -       202.8    (meters)     665.     (feet)  GPS OBS   
 DE8925  ___________________________________________________________________
 DE8925  X           -     131,536.428 (meters)                     COMP
 DE8925  Y           -  -4,911,390.446 (meters)                     COMP
 DE8925  Z           -   4,053,764.079 (meters)                     COMP
 DE8925  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 DE8925  ELLIP HEIGHT-         170.64  (meters)          (12/06/04) GPS OBS
 DE8925  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DE8925
 DE8925  HORZ ORDER  -  FIRST
 DE8925  ELLP ORDER  -  FOURTH    CLASS I
 DE8925
 DE8925.The horizontal coordinates were established by GPS observations
 DE8925.and adjusted by the National Geodetic Survey in December 2002..
 DE8925
 DE8925.The orthometric height was determined by GPS observations and a
 DE8925.high-resolution geoid model.
 DE8925
 DE8925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8925
 DE8925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8925
 DE8925.The ellipsoidal height was determined by GPS observations
 DE8925.and is referenced to NAD 83.
 DE8925
 DE8925.The geoid height was determined by GEOID03.
 DE8925
 DE8925;                    North         East     Units Scale Factor Converg.
 DE8925;SPC IL E     -   338,314.379   288,634.948   MT  0.99997659   -0 05 04.9
 DE8925;SPC IL E     - 1,109,953.09    946,963.16   sFT  0.99997659   -0 05 04.9
 DE8925;UTM  16      - 4,397,101.914   374,351.225   MT  0.99979437   -0 56 12.3
 DE8925
 DE8925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8925!SPC IL E     -   0.99997323  x   0.99997659  =   0.99994982
 DE8925!UTM  16      -   0.99997323  x   0.99979437  =   0.99976761
 DE8925
 DE8925                          SUPERSEDED SURVEY CONTROL
 DE8925
 DE8925  ELLIP H (12/18/02)  170.63   (m)                       GP(       ) 4 2
 DE8925
 DE8925.Superseded values are not recommended for survey control.
 DE8925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8925.See file dsdata.txt to determine how the superseded data were derived.
 DE8925
 DE8925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7435197102(NAD 83)
 DE8925_MARKER: I = METAL ROD
 DE8925_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8925_STAMPING: MOU-04C
 DE8925_MARK LOGO: ILDT  
 DE8925_PROJECTION: FLUSH
 DE8925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8925+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8925_ROD/PIPE-DEPTH:  3.7 meters
 DE8925_SLEEVE-DEPTH  :  1.1 meters
 DE8925
 DE8925  HISTORY     - Date     Condition        Report By
 DE8925  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8925
 DE8925                          STATION DESCRIPTION
 DE8925
 DE8925'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8925'THE STATION IS LOCATED AT ARTHUR . TO REACH FROM THE  JUNCTION  OF
 DE8925'N VINE ST. ,   AND E PARK ST. AT ARTHUR, GO EAST ON E PARK ST.  ABOUT
 DE8925'0.4 MI ( 0.6 KM ) TO THE  T  ROAD CYPRESS ST. ,  THE STATION IS  ON
 DE8925'THE RIGHT  ON THE SOUTHWEST  CORNER AT THE T  ROAD NORTH.  IT IS
 DE8925'24.5  FT SOUTH OF  THE  CENTER  OF THE  E PARK ST. ,  35.0  FT WEST
 DE8925'OF
 DE8925'THE CENTER OF THE DRIVEWAY, 2.0 FT NORTH OF THE SIDE WALK, 24.4 FT
 DE8925'NORTHEAST FROM THE NORTH EAST CORNER OF HOUSE, 1.5 FT NORTH OF
 DE8925'THE FIBERGLASS WITNESS  POST. THE LID IS INCORRECTLY  STAMPED
 DE8925'M0U-04C. DO NOT PARK IN DRIVEWAY .  NOTE-- ACCESS TO THE  STATION
 DE8925'POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8925' 
 DE8925' 
 DE8925' 
 DE8925' 
 DE8925' 
 DE8925' 
 DE8925' 
 DE8925'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0298 ***********************************************************************
 LC0298  DESIGNATION -  DOUBLE 2
 LC0298  PID         -  LC0298
 LC0298  STATE/COUNTY-  IL/FORD
 LC0298  USGS QUAD   -  PAXTON (1984)
 LC0298
 LC0298                         *CURRENT SURVEY CONTROL
 LC0298  ___________________________________________________________________
 LC0298* NAD 83(1997)-  40 26 09.08579(N)    088 07 02.46264(W)     ADJUSTED  
 LC0298* NAVD 88     -       225.99   (meters)     741.4    (feet)  RESET     
 LC0298  ___________________________________________________________________
 LC0298  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LC0298  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0298
 LC0298  HORZ ORDER  -  SECOND
 LC0298  VERT ORDER  -  THIRD
 LC0298
 LC0298.The horizontal coordinates were established by classical geodetic methods
 LC0298.and adjusted by the National Geodetic Survey in October 1999..
 LC0298
 LC0298.The orthometric height was computed from unverified reset data.
 LC0298.No vertical observational check was made to the station.
 LC0298
 LC0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0298
 LC0298.The geoid height was determined by GEOID03.
 LC0298
 LC0298;                    North         East     Units Scale Factor Converg.
 LC0298;SPC IL E     -   418,418.572   318,325.337   MT  0.99997913   +0 08 24.3
 LC0298;SPC IL E     - 1,372,761.60  1,044,372.38   sFT  0.99997913   +0 08 24.3
 LC0298;UTM  16      - 4,476,734.311   405,231.483   MT  0.99971055   -0 43 29.1
 LC0298
 LC0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0298!SPC IL E     -   0.99996961  x   0.99997913  =   0.99994874
 LC0298!UTM  16      -   0.99996961  x   0.99971055  =   0.99968017
 LC0298
 LC0298:                Primary Azimuth Mark                     Grid Az
 LC0298:SPC IL E     -  PAXTON MUNICIPAL TANK                    029 00 45.6
 LC0298:UTM  16      -  PAXTON MUNICIPAL TANK                    029 52 39.0
 LC0298
 LC0298|---------------------------------------------------------------------|
 LC0298| PID    Reference Object                     Distance      Geod. Az  |
 LC0298|                                                           dddmmss.s |
 LC0298| LC1724 PAXTON MUNICIPAL TANK               APPROX. 3.3 KM 0290909.9 |
 LC0298| LC1722 PAXTON C ILL PUB SER MICROWAVE      APPROX. 4.1 KM 0360045.3 |
 LC0298| LC0300 DOUBLE 2 RM 4                         8.915 METERS 18021     |
 LC0298| CI6922 DOUBLE 2 AZ MK                                     1814915.5 |
 LC0298| LC0299 DOUBLE RM 3                          17.324 METERS 29617     |
 LC0298| LC0297 DOUBLE                                8.778 METERS 34947     |
 LC0298|---------------------------------------------------------------------|
 LC0298
 LC0298                          SUPERSEDED SURVEY CONTROL
 LC0298
 LC0298  NAD 83(1997)-  40 26 09.08583(N)    088 07 02.46272(W) AD(       ) 2
 LC0298  NAD 83(1986)-  40 26 09.09174(N)    088 07 02.46218(W) AD(       ) 2
 LC0298  NAD 83(1986)-  40 26 09.09087(N)    088 07 02.46323(W) AD(       ) 2
 LC0298  NAD 27      -  40 26 08.96723(N)    088 07 02.30328(W) AD(       ) 2
 LC0298  NGVD 29 (??/??/??)  226.05   (m)          741.6    (f) RESET       3  
 LC0298
 LC0298.Superseded values are not recommended for survey control.
 LC0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0298.See file dsdata.txt to determine how the superseded data were derived.
 LC0298
 LC0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0523176734(NAD 83)
 LC0298_MARKER: DS = TRIANGULATION STATION DISK
 LC0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0298_STAMPING: DOUBLE 2 1971
 LC0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0298+STABILITY: SURFACE MOTION
 LC0298
 LC0298  HISTORY     - Date     Condition        Report By
 LC0298  HISTORY     - 1971     MONUMENTED       NGS
 LC0298  HISTORY     - 1971     GOOD             NGS
 LC0298  HISTORY     - 1972     GOOD             NGS
 LC0298  HISTORY     - 1972     GOOD             NGS
 LC0298  HISTORY     - 1973     GOOD             NGS
 LC0298  HISTORY     - 1979     GOOD             NGS
 LC0298
 LC0298                          STATION DESCRIPTION
 LC0298
 LC0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LC0298'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF PAXTON,
 LC0298'56 FEET NORTHEAST OF A POWER POLE, 27 FEET EAST OF THE CENTERLINE
 LC0298'OF GRAVEL ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 LC0298'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED DOUBLE 2
 LC0298'1971.
 LC0298'
 LC0298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9
 LC0298'AND INTERSTATE HIGHWAY 57 AT THE SOUTHWEST EDGE OF PAXTON, GO
 LC0298'WEST ON HIGHWAY 9 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 LC0298'ON THE GRAVELED ROAD AND GO SOUTH FOR 1.3 MILES TO THE STATION
 LC0298'ON THE LEFT.
 LC0298'
 LC0298'REFERENCE MARK 3 IS 24 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LC0298'1 FOOT SOUTH OF A METAL WITNESS POST AND 46 FEET NORTH OF THE
 LC0298'POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 LC0298'STAMPED DOUBLE 1959 NO 3 1967.
 LC0298'
 LC0298'REFERENCE MARK 4 IS 27 FEET EAST OF THE CENTERLINE OF THE ROAD
 LC0298'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 LC0298'5 INCHES AND THE DISK IS STAMPED DOUBLE 2 NO 4 1971.
 LC0298'
 LC0298'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC0298
 LC0298                          STATION RECOVERY (1971)
 LC0298
 LC0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LC0298'2 MI SW FROM PAXTON.
 LC0298'0.3 MILE WEST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 LC0298'INTERSTATE HIGHWAY 57 AT THE SOUTHWEST EDGE OF PAXTON, THENCE
 LC0298'SOUTH ALONG GRAVELED ROAD FOR 1.3 MILES TO THE MARK ON THE LEFT,
 LC0298'56 FEET NORTHEAST OF A POWER POLE, 27 FEET EAST OF THE CENTERLINE
 LC0298'OF THE ROAD, 1 FOOT WEST OF A METAL WITNESS POST, SET IN THE
 LC0298'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 LC0298
 LC0298                          STATION RECOVERY (1972)
 LC0298
 LC0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LC0298'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE FOUND AS
 LC0298'DESCRIBED.  THE STATION WAS OCCUPIED FOR ADDITIONAL AZIMUTH
 LC0298'OBJECTS THAT WERE OBSTRUCTED BY TALL CORN WHEN THE STATION
 LC0298'WAS ESTABLISHED.
 LC0298'
 LC0298'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC0298'
 LC0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LC0298'SOUTHWEST OF PAXTON
 LC0298
 LC0298                          STATION RECOVERY (1972)
 LC0298
 LC0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LC0298'RECOVERED IN GOOD CONDITION.
 LC0298
 LC0298                          STATION RECOVERY (1973)
 LC0298
 LC0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 LC0298'ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED AND IN GOOD
 LC0298'CONDITION.  AT THE TIME THIS STATION WAS ESTABLISHED TALL CORN
 LC0298'OBSTRUCTED ALL AZIMUTH OBJECTS AND THE STATION WAS OCCUPIED
 LC0298'AT THIS TIME TO TAKE THEM.
 LC0298'
 LC0298'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC0298'
 LC0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LC0298'SOUTHWEST OF PAXTON
 LC0298
 LC0298                          STATION RECOVERY (1979)
 LC0298
 LC0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0298'STATION MARK, RM 3 AND 4 FOUND IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 LC0298'ESTABLISHED USING STATION PATTON.  THE DISTANCE TO RM 3 CHECKED.  RM 4
 LC0298'WAS SHORTER BY 0.03 FT.  THE DIRECTION TO RM 3 WAS SMALLER BY 2
 LC0298'MINUTES AND 9 SECONDS.  RM 4 WAS SMALLER BY 2 MINUTES, 56 SECONDS.
 LC0298'
 LC0298'THE ROAD AT STATION IS NOW PAVED.  TO REACH THE STATION FROM THE
 LC0298'INTERSECTION OF INTERSTATE HIGHWAY 57 AND STATE HIGHWAY 9 AT THE SW
 LC0298'EDGE OF PAXTON, GO W ON HIGHWAY 9 FOR 0.3 MILE TO CROSS ROADS.  TURN
 LC0298'LEFT AND GO SOUTH ON PAVED ROAD FOR 1.35 MILES TO STATION ON LEFT AS
 LC0298'DESCRIBED.  TO REACH THE 1979 AZIMUTH MARK FROM STATION.  CONTINUE S
 LC0298'ON THE ROAD FOR 0.35 MILE TO A CURVE IN THE ROAD AND THE AZIMUTH MARK
 LC0298'ON LEFT AS DESCRIBED.
 LC0298'
 LC0298'THE AZIMUTH MARK IS 36 FT E OF CENTER LINE OF ROAD AND 2 FT N OF A
 LC0298'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK STAMPED DOUBLE 2 1971
 LC0298'1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0300 ***********************************************************************
 LC0300  DESIGNATION -  DOUBLE 2 RM 4
 LC0300  PID         -  LC0300
 LC0300  STATE/COUNTY-  IL/FORD
 LC0300  USGS QUAD   -  PAXTON (1984)
 LC0300
 LC0300                         *CURRENT SURVEY CONTROL
 LC0300  ___________________________________________________________________
 LC0300* NAD 83(1986)-  40 26 07.     (N)    088 07 02.     (W)     SCALED    
 LC0300* NAVD 88     -       226.08   (meters)     741.7    (feet)  RESET     
 LC0300  ___________________________________________________________________
 LC0300  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0300
 LC0300  VERT ORDER  -  THIRD
 LC0300
 LC0300.The horizontal coordinates were scaled from a topographic map and have
 LC0300.an estimated accuracy of +/- 6 seconds.
 LC0300
 LC0300.The orthometric height was computed from unverified reset data.
 LC0300.No vertical observational check was made to the station.
 LC0300
 LC0300.The geoid height was determined by GEOID03.
 LC0300
 LC0300;                    North         East    Units  Estimated Accuracy
 LC0300;SPC IL E     -   418,350.      318,340.      MT  (+/- 180 meters Scaled)
 LC0300
 LC0300                          SUPERSEDED SURVEY CONTROL
 LC0300
 LC0300  NGVD 29 (??/??/??)  226.14   (m)          741.9    (f) RESET       3  
 LC0300
 LC0300.Superseded values are not recommended for survey control.
 LC0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0300.See file dsdata.txt to determine how the superseded data were derived.
 LC0300
 LC0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK052766(NAD 83)
 LC0300_MARKER: DR = REFERENCE MARK DISK
 LC0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0300_STAMPING: DOUBLE 2 NO 4 1971
 LC0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0300+STABILITY: SURFACE MOTION
 LC0300
 LC0300  HISTORY     - Date     Condition        Report By
 LC0300  HISTORY     - 1971     MONUMENTED       NGS
 LC0300  HISTORY     - 1972     GOOD             NGS
 LC0300
 LC0300                          STATION DESCRIPTION
 LC0300
 LC0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LC0300'2 MI SW FROM PAXTON.
 LC0300'0.3 MILE WEST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 LC0300'INTERSTATE HIGHWAY 57 AT THE SOUTHWEST EDGE OF PAXTON, THENCE
 LC0300'SOUTH ALONG GRAVEL ROAD FOR 1.3 MILES TO THE MARK ON THE LEFT,
 LC0300'27 FEET EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A
 LC0300'METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST
 LC0300'PROJECTING 5 INCHES.
 LC0300
 LC0300                          STATION RECOVERY (1972)
 LC0300
 LC0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LC0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0299 ***********************************************************************
 LC0299  DESIGNATION -  DOUBLE RM 3
 LC0299  PID         -  LC0299
 LC0299  STATE/COUNTY-  IL/FORD
 LC0299  USGS QUAD   -  PAXTON (1984)
 LC0299
 LC0299                         *CURRENT SURVEY CONTROL
 LC0299  ___________________________________________________________________
 LC0299* NAD 83(1986)-  40 26 09.     (N)    088 07 02.     (W)     SCALED    
 LC0299* NAVD 88     -       225.94   (meters)     741.3    (feet)  RESET     
 LC0299  ___________________________________________________________________
 LC0299  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0299
 LC0299  VERT ORDER  -  THIRD
 LC0299
 LC0299.The horizontal coordinates were scaled from a topographic map and have
 LC0299.an estimated accuracy of +/- 6 seconds.
 LC0299
 LC0299.The orthometric height was computed from unverified reset data.
 LC0299.No vertical observational check was made to the station.
 LC0299
 LC0299.The geoid height was determined by GEOID03.
 LC0299
 LC0299;                    North         East    Units  Estimated Accuracy
 LC0299;SPC IL E     -   418,420.      318,340.      MT  (+/- 180 meters Scaled)
 LC0299
 LC0299                          SUPERSEDED SURVEY CONTROL
 LC0299
 LC0299  NGVD 29 (??/??/??)  226.00   (m)          741.5    (f) RESET       3  
 LC0299
 LC0299.Superseded values are not recommended for survey control.
 LC0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0299.See file dsdata.txt to determine how the superseded data were derived.
 LC0299
 LC0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK052767(NAD 83)
 LC0299_MARKER: DR = REFERENCE MARK DISK
 LC0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0299_STAMPING: DOUBLE 1959 NO 3 1967
 LC0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0299+STABILITY: SURFACE MOTION
 LC0299
 LC0299  HISTORY     - Date     Condition        Report By
 LC0299  HISTORY     - 1967     MONUMENTED       CGS
 LC0299  HISTORY     - 1972     GOOD             NGS
 LC0299
 LC0299                          STATION DESCRIPTION
 LC0299
 LC0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LC0299'2.6 MI SW FROM PAXTON.
 LC0299'ABOUT 1.25 MILES SOUTH AND WEST ALONG STATE HIGHWAY 9 FROM THE
 LC0299'POST OFFICE IN PAXTON, THENCE 1.35 MILES SOUTH ALONG A GRAVEL
 LC0299'ROAD.  45 FEET NORTH OF A POWER POLE, 23 FEET WEST OF THE
 LC0299'CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST, SET
 LC0299'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.
 LC0299
 LC0299                          STATION RECOVERY (1972)
 LC0299
 LC0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LC0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0077 ***********************************************************************
 KB0077  DESIGNATION -  DOUGLAS
 KB0077  PID         -  KB0077
 KB0077  STATE/COUNTY-  IL/DOUGLAS
 KB0077  USGS QUAD   -  TUSCOLA (1983)
 KB0077
 KB0077                         *CURRENT SURVEY CONTROL
 KB0077  ___________________________________________________________________
 KB0077* NAD 83(1997)-  39 50 57.80937(N)    088 15 49.30649(W)     ADJUSTED  
 KB0077* NAVD 88     -       209.437  (meters)     687.13   (feet)  ADJUSTED  
 KB0077  ___________________________________________________________________
 KB0077  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 KB0077  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0077  DYNAMIC HT  -         209.327 (meters)     686.77  (feet)  COMP
 KB0077  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 KB0077
 KB0077  HORZ ORDER  -  SECOND
 KB0077  VERT ORDER  -  SECOND    CLASS 0
 KB0077
 KB0077.The horizontal coordinates were established by classical geodetic methods
 KB0077.and adjusted by the National Geodetic Survey in October 1999..
 KB0077
 KB0077.The orthometric height was determined by differential leveling
 KB0077.and adjusted by the National Geodetic Survey in June 1991..
 KB0077
 KB0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0077
 KB0077.The geoid height was determined by GEOID03.
 KB0077
 KB0077.The dynamic height is computed by dividing the NAVD 88
 KB0077.geopotential number by the normal gravity value computed on the
 KB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0077.degrees latitude (g = 980.6199 gals.).
 KB0077
 KB0077.The modeled gravity was interpolated from observed gravity values.
 KB0077
 KB0077;                    North         East     Units Scale Factor Converg.
 KB0077;SPC IL E     -   353,280.509   305,959.475   MT  0.99997544   +0 02 40.6
 KB0077;SPC IL E     - 1,159,054.47  1,003,802.04   sFT  0.99997544   +0 02 40.6
 KB0077;UTM  16      - 4,411,805.352   391,893.070   MT  0.99974388   -0 48 35.3
 KB0077
 KB0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0077!SPC IL E     -   0.99997217  x   0.99997544  =   0.99994761
 KB0077!UTM  16      -   0.99997217  x   0.99974388  =   0.99971605
 KB0077
 KB0077|---------------------------------------------------------------------|
 KB0077| PID    Reference Object                     Distance      Geod. Az  |
 KB0077|                                                           dddmmss.s |
 KB0077| KB0075 DOUGLAS RM 1                         11.357 METERS 00002     |
 KB0077| CI6923 DOUGLAS AZ MK                                      0883553.5 |
 KB0077| KB0076 DOUGLAS RM 2                         13.443 METERS 09040     |
 KB0077| KB1181 TUSCOLA MUNICIPAL TANK              APPROX. 5.9 KM 1903452.1 |
 KB0077| KB0078 DOUGLAS RM 3                         41.242 METERS 27653     |
 KB0077|---------------------------------------------------------------------|
 KB0077
 KB0077                          SUPERSEDED SURVEY CONTROL
 KB0077
 KB0077  NAD 83(1997)-  39 50 57.80907(N)    088 15 49.30490(W) AD(       ) 2
 KB0077  NAD 83(1986)-  39 50 57.82144(N)    088 15 49.30123(W) AD(       ) 2
 KB0077  NAD 27      -  39 50 57.70870(N)    088 15 49.12680(W) AD(       ) 2
 KB0077  NGVD 29 (??/??/92)  209.500  (m)          687.33   (f) ADJ UNCH    2 0
 KB0077
 KB0077.Superseded values are not recommended for survey control.
 KB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0077.See file dsdata.txt to determine how the superseded data were derived.
 KB0077
 KB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK9189311805(NAD 83)
 KB0077_MARKER: DS = TRIANGULATION STATION DISK
 KB0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0077_STAMPING: DOUGLAS 1959
 KB0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0077+STABILITY: SURFACE MOTION
 KB0077
 KB0077  HISTORY     - Date     Condition        Report By
 KB0077  HISTORY     - 1959     MONUMENTED       CGS
 KB0077  HISTORY     - 1965     GOOD             ILDT
 KB0077  HISTORY     - 1973     GOOD             ILDT
 KB0077  HISTORY     - 1974     GOOD             NGS
 KB0077  HISTORY     - 1974     GOOD             NGS
 KB0077  HISTORY     - 1980     GOOD             USGS
 KB0077
 KB0077                          STATION DESCRIPTION
 KB0077
 KB0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0077'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF TUSCOLA, ABOUT 4 MILES
 KB0077'SOUTH OF PESOTUM AND ABOUT 1-1/2 MILES EAST OF U.S. HIGHWAY 45.
 KB0077'
 KB0077'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PESOTUM, GO SOUTH
 KB0077'ON U.S. HIGHWAY 45 FOR 4.5 MILES TO A CROSSROAD ABOUT 1/2 MILE
 KB0077'WEST OF THE HAYES GRAIN ELEVATORS, TURN LEFT, EAST, ON SURFACED ROAD
 KB0077'FOR 0.7 MILE TO A RAILROAD CROSSING, CONTINUE STRAIGHT
 KB0077'AHEAD ACROSS TRACKS FOR 0.35 MILE TO A CROSSROAD, TURN RIGHT AND GO
 KB0077'SOUTH FOR 1.0 MILE TO A CROSSROAD, TURN LEFT, EAST, FOR 0.55 MILE
 KB0077'TO THE STATION ON THE RIGHT AS DESCRIBED.
 KB0077'
 KB0077'STATION MARK, A STANDARD DISK STAMPED DOUGLAS 1959, IS SET IN A 12
 KB0077'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KB0077'GROUND. THE MARK IS 19 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 KB0077'OILED ROAD, 3.1 FEET EAST-NORTHEAST OF A WITNESS POST AND 2 FEET
 KB0077'NORTH OF A FENCE LINE.
 KB0077'
 KB0077'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED DOUGLAS NO 1 1959,
 KB0077'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KB0077'THE SURFACE OF THE GROUND. THE MARK IS 38.7 FEET NORTH OF A WITNESS
 KB0077'POST, 20 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 KB0077'OILED ROAD AND 1 FOOT SOUTH OF A FENCE LINE.
 KB0077'
 KB0077'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED DOUGLAS NO 2 1959,
 KB0077'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KB0077'THE SURFACE OF THE GROUND. THE MARK IS 45.5 FEET WEST OF A TELEPHONE
 KB0077'POLE, 18.5 FEET SOUTH OF THE APPROXIMATE CENTER OF THE OILED
 KB0077'ROAD AND 1 FOOT NORTH OF A FENCE LINE.
 KB0077'
 KB0077'AZIMUTH MARK, A STANDARD DISK STAMPED DOUGLAS 1959, IS SET IN A 12
 KB0077'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KB0077'GROUND. THE MARK IS 18 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 KB0077'OILED ROAD, 7.3 FEET WEST OF A POWER POLE, 2 FEET WEST OF A
 KB0077'WITNESS POST AND 1 FOOT SOUTHWEST OF A FENCE CORNER.
 KB0077'
 KB0077'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE OILED ROAD
 KB0077'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KB0077
 KB0077                          STATION RECOVERY (1965)
 KB0077
 KB0077'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1965
 KB0077'STATION WAS FOUND IN GOOD CONDITION.
 KB0077'
 KB0077'RMS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 KB0077'
 KB0077'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 KB0077'
 KB0077'DESCRIPTIONS FOR THE STATION AND RM 2 WERE GOOD. FENCE THAT WAS USED
 KB0077'AS A REFERENCE FOR RM 1 HAS BEEN DESTROYED. A NEW REFERENCE WAS
 KB0077'ESTABLISHED FOR RM 1. RM 1 IS 97 FT. NW OF A TELEPHONE POLE. FENCE
 KB0077'CORNER USED AS REFERENCE FOR AZIMUTH MARK HAS BEEN TAKEN OUT.
 KB0077
 KB0077                          STATION RECOVERY (1973)
 KB0077
 KB0077'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0077'STATION FOUND IN GOOD CONDITION, ONE FOOT WEST OF A WITNESS POST.
 KB0077'RM 1 HAS BEEN DESTROYED.  RM 2 IS IN GOOD CONDITION.  AZIMUTH MARK
 KB0077'IN GOOD CONDITION, 2 FEET WEST OF A WITNESS POST.
 KB0077
 KB0077                          STATION RECOVERY (1974)
 KB0077
 KB0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KB0077'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 KB0077'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED TO
 KB0077'HAVE BEEN DESTROYED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 KB0077'2 CHECKED AS DID THE DIRECTION TO THE WATER TANK.  REFERENCE MARK 3
 KB0077'WAS SET.  A NEW DESCRIPTION FOLLOWS--
 KB0077'
 KB0077'ABOUT 4 MILES SOUTH OF PESOTUM, 139 FEET EAST OF THE EAST
 KB0077'RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 57, 1 FOOT NORTH OF A METAL
 KB0077'WITNESS POST AND 19 FEET SOUTH OF THE CENTERLINE OF OILED ROAD.
 KB0077'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DOUGLAS 1959.
 KB0077'
 KB0077'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND
 KB0077'1ST STREET AT PESOTUM, GO SOUTH ON HIGHWAY 45 FOR 0.45 MILE TO A
 KB0077'ROAD LEFT.  TURN LEFT AND GO EAST ON THE ROAD FOR 0.1 MILE CROSSING
 KB0077'RAILROAD TRACKS TO A ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 KB0077'ROAD FOR 3.1 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST FOR 1.0
 KB0077'MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON OILED ROAD FOR 1.0
 KB0077'MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON OILED ROAD FOR 0.1
 KB0077'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE OILED
 KB0077'ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 KB0077'
 KB0077'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KB0077'44 FEET EAST OF A METAL WITNESS POST AND 183 FEET EAST OF THE EAST
 KB0077'RIGHT-OF-WAY FENCE OF INTERSTATE HIGHWAY 57.  THE MONUMENT IS FLUSH
 KB0077'AND THE DISK IS STAMPED DOUGLAS NO 2 1959.
 KB0077'
 KB0077'REFERENCE MARK 3 IS 2 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KB0077'1 FOOT EAST OF A WOODEN STOP SIGN POST WITH A WITNESS SIGN ATTACHED,
 KB0077'2 FEET EAST OF A METAL BARRICADE AND 4 FEET EAST OF THE
 KB0077'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 KB0077'STAMPED DOUGLAS 1959 NO 3 1974.
 KB0077'
 KB0077'THE AZIMUTH MARK IS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 KB0077'7 FEET WEST OF A POWER POLE AND 2 FEET WEST OF A METAL WITNESS
 KB0077'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DOUGLAS 1959.
 KB0077'
 KB0077'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KB0077'NORTH OF TUSCOLA.
 KB0077'
 KB0077'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB0077
 KB0077                          STATION RECOVERY (1974)
 KB0077
 KB0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KB0077'3 MI N FROM TUSCOLA.
 KB0077'0.45 MILE SOUTH ALONG U.S. HIGHWAY FROM ITS INTERSECTION WITH
 KB0077'1ST STREET AT PESOTUM, THENCE EAST FOR 0.1 MILE CROSSING RAILROAD
 KB0077'TRACKS TO A ROAD RIGHT, THENCE SOUTH ON OILED ROAD FOR 3.1 MILES
 KB0077'TO A CROSSROAD, THENCE EAST FOR 1.0 MILE TO A CROSSROAD, THENCE
 KB0077'SOUTH FOR 1.0 MILE TO A CROSSROAD, THENCE WEST ON OILED ROAD FOR
 KB0077'0.5 MILE TO THE MARK ON THE LEFT, 139 FEET EAST OF THE EAST
 KB0077'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 57, 1 FOOT NORTH OF A METAL
 KB0077'WITNESS POST, 9 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND SET
 KB0077'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 KB0077
 KB0077                          STATION RECOVERY (1980)
 KB0077
 KB0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0588 ***********************************************************************
 NH0588  DESIGNATION -  DOUGLAS
 NH0588  PID         -  NH0588
 NH0588  STATE/COUNTY-  IL/WINNEBAGO
 NH0588  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0588
 NH0588                         *CURRENT SURVEY CONTROL
 NH0588  ___________________________________________________________________
 NH0588* NAD 83(1997)-  42 14 07.82107(N)    089 05 12.74767(W)     ADJUSTED  
 NH0588* NAVD 88     -       219.147  (meters)     718.98   (feet)  POSTED    
 NH0588  ___________________________________________________________________
 NH0588  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 NH0588  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH0588  DYNAMIC HT  -         219.080 (meters)     718.76  (feet)  COMP
 NH0588  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 NH0588
 NH0588  HORZ ORDER  -  SECOND
 NH0588  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NH0588
 NH0588.The horizontal coordinates were established by classical geodetic methods
 NH0588.and adjusted by the National Geodetic Survey in October 1999..
 NH0588
 NH0588.The orthometric height was determined by differential leveling
 NH0588.and adjusted by the National Geodetic Survey in 1992..
 NH0588.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NH0588.rate of 1.1 thru 2.0 mm/km.
 NH0588
 NH0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0588
 NH0588.The geoid height was determined by GEOID03.
 NH0588
 NH0588.The dynamic height is computed by dividing the NAVD 88
 NH0588.geopotential number by the normal gravity value computed on the
 NH0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0588.degrees latitude (g = 980.6199 gals.).
 NH0588
 NH0588.The modeled gravity was interpolated from observed gravity values.
 NH0588
 NH0588;                    North         East     Units Scale Factor Converg.
 NH0588;SPC IL W     -   618,804.544   789,126.265   MT  1.00003888   +0 43 33.1
 NH0588;SPC IL W     - 2,030,194.57  2,588,991.75   sFT  1.00003888   +0 43 33.1
 NH0588;UTM  16      - 4,678,033.097   327,805.026   MT  0.99996484   -1 24 11.2
 NH0588
 NH0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0588!SPC IL W     -   0.99997085  x   1.00003888  =   1.00000973
 NH0588!UTM  16      -   0.99997085  x   0.99996484  =   0.99993569
 NH0588
 NH0588:                Primary Azimuth Mark                     Grid Az
 NH0588:SPC IL W     -  EIGHTEENTH                               359 45 07.6
 NH0588:UTM  16      -  EIGHTEENTH                               001 52 51.9
 NH0588
 NH0588|---------------------------------------------------------------------|
 NH0588| PID    Reference Object                     Distance      Geod. Az  |
 NH0588|                                                           dddmmss.s |
 NH0588| NH0585 EIGHTEENTH                          APPROX. 1.3 KM 0002840.7 |
 NH0588| NH0589 DOUGLAS RM                           16.510 METERS 10424     |
 NH0588| NH0590 DEWITT                              APPROX. 0.6 KM 1440043.2 |
 NH0588|---------------------------------------------------------------------|
 NH0588
 NH0588                          SUPERSEDED SURVEY CONTROL
 NH0588
 NH0588  NAD 83(1997)-  42 14 07.82155(N)    089 05 12.74905(W) AD(       ) 2
 NH0588  NAD 83(1986)-  42 14 07.82088(N)    089 05 12.75012(W) AD(       ) 2
 NH0588  NAD 27      -  42 14 07.75030(N)    089 05 12.36940(W) AD(       ) 2
 NH0588  NGVD 29 (07/19/86)  219.21   (m)          719.2    (f) LEVELING    3  
 NH0588
 NH0588.Superseded values are not recommended for survey control.
 NH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0588.See file dsdata.txt to determine how the superseded data were derived.
 NH0588
 NH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2780578033(NAD 83)
 NH0588_MARKER: DS = TRIANGULATION STATION DISK
 NH0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0588_SP_SET: CONCRETE PAVING
 NH0588_STAMPING: ELEV 719.175 DOUGLAS 1920
 NH0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0588
 NH0588  HISTORY     - Date     Condition        Report By
 NH0588  HISTORY     - 1920     MONUMENTED       CGS
 NH0588  HISTORY     - 1935     GOOD             CGS
 NH0588  HISTORY     - 1935     GOOD             NGS
 NH0588  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0588  HISTORY     - 1960     MARK NOT FOUND   NGS
 NH0588  HISTORY     - 19970316 MARK NOT FOUND   USPSQD
 NH0588
 NH0588                          STATION DESCRIPTION
 NH0588
 NH0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0588'STATION IS ABOUT 2-1/2 MILES S OF ROCKFORD, ON THE E SIDE OF
 NH0588'KISHWAUKEE STREET, JUST N OF WHERE THE CHICAGO, BURLINGTON AND
 NH0588'QUINCY RAILROAD TRACK CROSSES, IN THE E EDGE OF THE CONCRETE
 NH0588'PAVEMENT, 10 YARDS NE OF THE WATCHMANS SHELTER, 80 YARDS
 NH0588'NE OF ROCK RIVER SCHOOL, 0.155 METER (0.51 FOOT) W OF THE E AND
 NH0588'NEAREST EDGE OF THE CONCRETE PAVEMENT, AND 3.36 METERS
 NH0588'(11.02 FEET) E OF THE E AND NEAREST RAIL.  THE STATION MARK
 NH0588'IS A STANDARD BRONZE DISK SET IN THE CONCRETE PAVEMENT.  THE
 NH0588'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH0588'FENCE LINE, 16.51 METERS (54.17 FEET) FROM THE STATION,
 NH0588'S 75 DEG 36 MIN E.
 NH0588
 NH0588                          STATION RECOVERY (1935)
 NH0588
 NH0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0588'THIS PRECISE TRAVERSE STATION WAS RECOVERED AS ORIGINALLY
 NH0588'DESCRIBED AND MARKS FOUND TO BE IN GOOD CONDITION.  STATION
 NH0588'WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 NH0588'
 NH0588'ADDITIONAL INFORMATION FOLLOWS--THE WATCHMANS SHELTER IS NO
 NH0588'LONGER HERE.  STATION MARK IS 41.8 FEET SE OF RAILROAD WARNING
 NH0588'SIGNAL ON W SIDE OF ROAD.
 NH0588
 NH0588                          STATION RECOVERY (1935)
 NH0588
 NH0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 NH0588'2.5 MI S FROM ROCKFORD.
 NH0588'2.5 MILES SOUTH OF ROCKFORD, WINNEBAGO COUNTY, ON THE EAST SIDE
 NH0588'OF KISHWAUKEE STREET (U.S. HIGHWAY 51), NORTH OF THE CROSSING
 NH0588'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 80 YARDS
 NH0588'NORTHEAST OF ROCK RIVER SCHOOL, 10 YARDS NORTHEAST OF A
 NH0588'WATCHMANS SHELTER, IN THE CONCRETE PAVING OF U.S. HIGHWAY 51,
 NH0588'6 INCHES WEST OF THE EAST EDGE, AND 4 YARDS EAST OF THE EAST
 NH0588'RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED ELEV
 NH0588'719.175 DOUGLAS 1920.
 NH0588
 NH0588                          STATION RECOVERY (1954)
 NH0588
 NH0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0588'THE 1920 AND THE 1935 DESCRIPTIONS ARE ADEQUATE FOR REACHING
 NH0588'THE SITE, AND MEASUREMENTS INDICATE THE STATION WAS EITHER
 NH0588'DESTROYED BY STREET WIDENING OR COVERED WHEN STREET WAS RESURFACED.
 NH0588
 NH0588                          STATION RECOVERY (1960)
 NH0588
 NH0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0588'MARK NOT FOUND.
 NH0588
 NH0588                          STATION RECOVERY (1997)
 NH0588
 NH0588'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2753 ***********************************************************************
 ME2753  DESIGNATION -  DOUGLAS
 ME2753  PID         -  ME2753
 ME2753  STATE/COUNTY-  IL/COOK
 ME2753  USGS QUAD   -  ENGLEWOOD (1997)
 ME2753
 ME2753                         *CURRENT SURVEY CONTROL
 ME2753  ___________________________________________________________________
 ME2753* NAD 83(1997)-  41 51 11.93336(N)    087 42 04.77506(W)     ADJUSTED  
 ME2753* NAVD 88     -       231.7    (meters)     760.     (feet)  VERTCON   
 ME2753  ___________________________________________________________________
 ME2753  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 ME2753  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME2753
 ME2753  HORZ ORDER  -  FIRST
 ME2753
 ME2753.The horizontal coordinates were established by classical geodetic methods
 ME2753.and adjusted by the National Geodetic Survey in October 1999..
 ME2753
 ME2753.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2753
 ME2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2753
 ME2753.The geoid height was determined by GEOID03.
 ME2753
 ME2753;                    North         East     Units Scale Factor Converg.
 ME2753;SPC IL E     -   576,003.553   352,481.145   MT  1.00000888   +0 25 18.1
 ME2753;SPC IL E     - 1,889,771.66  1,156,431.89   sFT  1.00000888   +0 25 18.1
 ME2753;UTM  16      - 4,633,727.880   441,784.452   MT  0.99964170   -0 28 04.6
 ME2753
 ME2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2753!SPC IL E     -   0.99996891  x   1.00000888  =   0.99997779
 ME2753!UTM  16      -   0.99996891  x   0.99964170  =   0.99961062
 ME2753
 ME2753:                Primary Azimuth Mark                     Grid Az
 ME2753:SPC IL E     -  028 COC                                  359 23 57.1
 ME2753:UTM  16      -  028 COC                                  000 17 19.8
 ME2753
 ME2753|---------------------------------------------------------------------|
 ME2753| PID    Reference Object                     Distance      Geod. Az  |
 ME2753|                                                           dddmmss.s |
 ME2753| ME2783 028 COC                             APPROX. 0.7 KM 3594915.2 |
 ME2753|---------------------------------------------------------------------|
 ME2753
 ME2753                          SUPERSEDED SURVEY CONTROL
 ME2753
 ME2753  NAD 83(1997)-  41 51 11.93352(N)    087 42 04.77546(W) AD(       ) 1
 ME2753  NAD 83(1997)-  41 51 11.93691(N)    087 42 04.78660(W) AD(       ) 1
 ME2753  NAD 83(1986)-  41 51 11.93761(N)    087 42 04.78597(W) AD(       ) 1
 ME2753  NAD 27      -  41 51 11.81969(N)    087 42 04.59081(W) AD(       ) 1
 ME2753  NGVD 29 (07/19/86)  231.8    (m)          760.     (f) VERT ANG       
 ME2753
 ME2753.Superseded values are not recommended for survey control.
 ME2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2753.See file dsdata.txt to determine how the superseded data were derived.
 ME2753
 ME2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4178433728(NAD 83)
 ME2753_MARKER: DD = SURVEY DISK
 ME2753_SETTING: 0 = UNSPECIFIED SETTING
 ME2753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2753
 ME2753  HISTORY     - Date     Condition        Report By
 ME2753  HISTORY     - 1977     MONUMENTED       NGS
 ME2753
 ME2753                          STATION DESCRIPTION
 ME2753
 ME2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2753'THE STATION IS LOCATED IN THE WESTERN SECTION OF CHICAGO ON THE
 ME2753'ROOF OF THE ELEVATOR SHAFT OF THE ARLINGTON HEIGHTS BUILDING AT
 ME2753'3030 W. 21ST PLACE.  THE BUILDING IS IN THE NORTHEAST ANGLE OF
 ME2753'THE INTERSECTION OF W. 21ST PLACE AND ALBANY AVENUE, BUILDING
 ME2753'IS OPERATED BY THE CHICAGO HOUSING AUTHORITY.
 ME2753'
 ME2753'THE STATION MARK, A STANDARD DISK STAMPED---DOUGLAS 1977---, IS
 ME2753'GLUED TO THE ROOF AND COVERED BY A COPPER LINCOLN HAT WHICH
 ME2753'PROJECTS 4 INCHES ABOVE THE ROOF.  IT IS 22.6 FEET NORTH OF THE
 ME2753'METAL LADDER REACHING THE ROOF, 21.6 FEET SOUTH OF THE NORTH
 ME2753'EDGE OF THE ELEVATOR SHAFT, 8.4 FEET WEST OF THE EAST EDGE OF
 ME2753'THE ELEVATOR SHAFT AND 7.7 FEET EAST OF THE WEST EDGE OF THE
 ME2753'ELEVATOR SHAFT.
 ME2753'
 ME2753'STATION 028 COC CAN SERVE AS AN AZIMUTH MARK.
 ME2753'
 ME2753'NO REFERENCE MARKS WERE ESTABLISHED.
 ME2753'
 ME2753'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0589 ***********************************************************************
 NH0589  DESIGNATION -  DOUGLAS RM
 NH0589  PID         -  NH0589
 NH0589  STATE/COUNTY-  IL/WINNEBAGO
 NH0589  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0589
 NH0589                         *CURRENT SURVEY CONTROL
 NH0589  ___________________________________________________________________
 NH0589* NAD 83(1986)-  42 14 07.     (N)    089 05 12.     (W)     SCALED    
 NH0589* NAVD 88     -       218.612  (meters)     717.23   (feet)  POSTED    
 NH0589  ___________________________________________________________________
 NH0589  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH0589  DYNAMIC HT  -         218.540 (meters)     716.99  (feet)  COMP
 NH0589  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 NH0589
 NH0589  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NH0589
 NH0589.The horizontal coordinates were scaled from a topographic map and have
 NH0589.an estimated accuracy of +/- 6 seconds.
 NH0589
 NH0589.The orthometric height was determined by differential leveling
 NH0589.and adjusted by the National Geodetic Survey in 1992..
 NH0589.No vertical observational check was made to the station.
 NH0589.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NH0589.was located on a no-check spur therefore a value was not computed.
 NH0589
 NH0589.The geoid height was determined by GEOID03.
 NH0589
 NH0589.The dynamic height is computed by dividing the NAVD 88
 NH0589.geopotential number by the normal gravity value computed on the
 NH0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0589.degrees latitude (g = 980.6199 gals.).
 NH0589
 NH0589.The modeled gravity was interpolated from observed gravity values.
 NH0589
 NH0589;                    North         East    Units  Estimated Accuracy
 NH0589;SPC IL W     -   618,780.      789,140.      MT  (+/- 180 meters Scaled)
 NH0589
 NH0589                          SUPERSEDED SURVEY CONTROL
 NH0589
 NH0589.No superseded survey control is available for this station.
 NH0589
 NH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM278780(NAD 83)
 NH0589_MARKER: DR = REFERENCE MARK DISK
 NH0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0589_STAMPING: 717.423 DOUGLAS 1920
 NH0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0589+STABILITY: SURFACE MOTION
 NH0589
 NH0589  HISTORY     - Date     Condition        Report By
 NH0589  HISTORY     - 1920     MONUMENTED       CGS
 NH0589  HISTORY     - 1935     GOOD             NGS
 NH0589  HISTORY     - 1960     MARK NOT FOUND   NGS
 NH0589  HISTORY     - 19970316 MARK NOT FOUND   USPSQD
 NH0589
 NH0589                          STATION DESCRIPTION
 NH0589
 NH0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NH0589'2.5 MI S FROM ROCKFORD.
 NH0589'2.5 MILES SOUTH OF ROCKFORD, WINNEBAGO COUNTY, ON THE EAST SIDE
 NH0589'OF KISHWAUKEE STREET, AT THE CHICAGO, BURLINGTON AND QUINCY
 NH0589'RAILROAD CROSSING, 18 YARDS IN AZIMUTH 284 DEG 24 MIN FROM
 NH0589'TRIANGULATION STATION DOUGLAS, EAST OF THE TRACK, AND NEAR THE
 NH0589'FENCE LINE.  A STANDARD REFERENCE-MARK DISK, STAMPED 717.423
 NH0589'DOUGLAS 1920 AND SET IN THE TOP OF A CONCRETE POST.
 NH0589
 NH0589                          STATION RECOVERY (1960)
 NH0589
 NH0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0589'MARK NOT FOUND.
 NH0589
 NH0589                          STATION RECOVERY (1997)
 NH0589
 NH0589'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0075 ***********************************************************************
 KB0075  DESIGNATION -  DOUGLAS RM 1
 KB0075  PID         -  KB0075
 KB0075  STATE/COUNTY-  IL/DOUGLAS
 KB0075  USGS QUAD   -  TUSCOLA (1983)
 KB0075
 KB0075                         *CURRENT SURVEY CONTROL
 KB0075  ___________________________________________________________________
 KB0075* NAD 83(1986)-  39 50 57.     (N)    088 15 49.     (W)     SCALED    
 KB0075* NAVD 88     -       209.635  (meters)     687.78   (feet)  ADJUSTED  
 KB0075  ___________________________________________________________________
 KB0075  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0075  DYNAMIC HT  -         209.525 (meters)     687.42  (feet)  COMP
 KB0075  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 KB0075
 KB0075  VERT ORDER  -  SECOND    CLASS 0
 KB0075
 KB0075.The horizontal coordinates were scaled from a topographic map and have
 KB0075.an estimated accuracy of +/- 6 seconds.
 KB0075
 KB0075.The orthometric height was determined by differential leveling
 KB0075.and adjusted by the National Geodetic Survey in June 1991..
 KB0075
 KB0075.The geoid height was determined by GEOID03.
 KB0075
 KB0075.The dynamic height is computed by dividing the NAVD 88
 KB0075.geopotential number by the normal gravity value computed on the
 KB0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0075.degrees latitude (g = 980.6199 gals.).
 KB0075
 KB0075.The modeled gravity was interpolated from observed gravity values.
 KB0075
 KB0075;                    North         East    Units  Estimated Accuracy
 KB0075;SPC IL E     -   353,260.      305,970.      MT  (+/- 180 meters Scaled)
 KB0075
 KB0075                          SUPERSEDED SURVEY CONTROL
 KB0075
 KB0075  NGVD 29 (??/??/92)  209.697  (m)          687.98   (f) ADJ UNCH    2 0
 KB0075
 KB0075.Superseded values are not recommended for survey control.
 KB0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0075.See file dsdata.txt to determine how the superseded data were derived.
 KB0075
 KB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK919117(NAD 83)
 KB0075_MARKER: DR = REFERENCE MARK DISK
 KB0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0075_STAMPING: DOUGLAS NO 1 1959
 KB0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0075+STABILITY: SURFACE MOTION
 KB0075
 KB0075  HISTORY     - Date     Condition        Report By
 KB0075  HISTORY     - 1959     MONUMENTED       CGS
 KB0075  HISTORY     - 1974     MARK NOT FOUND   NGS
 KB0075
 KB0075                          STATION DESCRIPTION
 KB0075
 KB0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0075'5.4 MI S FROM PESOTUM.
 KB0075'ABOUT 0.35 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 KB0075'CENTRAL RAILROAD STATION AT PESOTUM, THENCE 0.15 MILES SOUTH ALONG
 KB0075'A GRAVEL ROAD, THENCE 0.05 MILES EAST ALONG A GRAVEL ROAD, THENCE
 KB0075'4.3 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE 0.55 MILES EAST
 KB0075'ALONG AN ASPHALT ROAD, AT A FENCE CORNER SOUTH OF THE ROAD, 20
 KB0075'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 179 FEET EAST OF A
 KB0075'FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 45 1/2 FEET WEST OF A
 KB0075'TELEPHONE POLE, 44.1 FEET EAST OF TRIANGULATION STATION DOUGLAS,
 KB0075'46.8 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB0075'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB0075
 KB0075                          STATION RECOVERY (1974)
 KB0075
 KB0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KB0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0076 ***********************************************************************
 KB0076  DESIGNATION -  DOUGLAS RM 2
 KB0076  PID         -  KB0076
 KB0076  STATE/COUNTY-  IL/DOUGLAS
 KB0076  USGS QUAD   -  TUSCOLA (1983)
 KB0076
 KB0076                         *CURRENT SURVEY CONTROL
 KB0076  ___________________________________________________________________
 KB0076* NAD 83(1986)-  39 50 57.     (N)    088 15 49.     (W)     SCALED    
 KB0076* NAVD 88     -       209.576  (meters)     687.58   (feet)  ADJUSTED  
 KB0076  ___________________________________________________________________
 KB0076  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0076  DYNAMIC HT  -         209.466 (meters)     687.22  (feet)  COMP
 KB0076  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 KB0076
 KB0076  VERT ORDER  -  SECOND    CLASS 0
 KB0076
 KB0076.The horizontal coordinates were scaled from a topographic map and have
 KB0076.an estimated accuracy of +/- 6 seconds.
 KB0076
 KB0076.The orthometric height was determined by differential leveling
 KB0076.and adjusted by the National Geodetic Survey in June 1991..
 KB0076
 KB0076.The geoid height was determined by GEOID03.
 KB0076
 KB0076.The dynamic height is computed by dividing the NAVD 88
 KB0076.geopotential number by the normal gravity value computed on the
 KB0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0076.degrees latitude (g = 980.6199 gals.).
 KB0076
 KB0076.The modeled gravity was interpolated from observed gravity values.
 KB0076
 KB0076;                    North         East    Units  Estimated Accuracy
 KB0076;SPC IL E     -   353,260.      305,970.      MT  (+/- 180 meters Scaled)
 KB0076
 KB0076                          SUPERSEDED SURVEY CONTROL
 KB0076
 KB0076  NGVD 29 (??/??/92)  209.639  (m)          687.79   (f) ADJ UNCH    2 0
 KB0076
 KB0076.Superseded values are not recommended for survey control.
 KB0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0076.See file dsdata.txt to determine how the superseded data were derived.
 KB0076
 KB0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK919117(NAD 83)
 KB0076_MARKER: DR = REFERENCE MARK DISK
 KB0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0076_STAMPING: DOUGLAS NO 1 1959
 KB0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0076+STABILITY: SURFACE MOTION
 KB0076
 KB0076  HISTORY     - Date     Condition        Report By
 KB0076  HISTORY     - 1959     MONUMENTED       CGS
 KB0076  HISTORY     - 1974     GOOD             NGS
 KB0076  HISTORY     - 1980     GOOD             USGS
 KB0076
 KB0076                          STATION DESCRIPTION
 KB0076
 KB0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KB0076'3 MI N FROM TUSCOLA.
 KB0076'0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM ITS INTERSECTION WITH
 KB0076'1ST STREET AT PESOTUM, THENCE EAST 0.1 MILE CROSSING RAILROAD
 KB0076'TO A CROSSROAD, THENCE SOUTH 1.0 MILE TO A CROSSROAD, THENCE WEST
 KB0076'ON OILED ROAD 0.5 MILE TO THE MARK ON THE LEFT, 18 FEET SOUTH OF
 KB0076'THE CENTERLINE OF THE ROAD, 44 FEET EAST OF A METAL WITNESS POST,
 KB0076'183 FEET EAST OF THE EAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 57
 KB0076'AND SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 KB0076'GROUND.
 KB0076
 KB0076                          STATION RECOVERY (1980)
 KB0076
 KB0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0078 ***********************************************************************
 KB0078  DESIGNATION -  DOUGLAS RM 3
 KB0078  PID         -  KB0078
 KB0078  STATE/COUNTY-  IL/DOUGLAS
 KB0078  USGS QUAD   -  TUSCOLA (1983)
 KB0078
 KB0078                         *CURRENT SURVEY CONTROL
 KB0078  ___________________________________________________________________
 KB0078* NAD 83(1986)-  39 50 57.     (N)    088 15 49.     (W)     SCALED    
 KB0078* NAVD 88     -       209.80   (meters)     688.3    (feet)  RESET     
 KB0078  ___________________________________________________________________
 KB0078  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0078
 KB0078  VERT ORDER  -  THIRD
 KB0078
 KB0078.The horizontal coordinates were scaled from a topographic map and have
 KB0078.an estimated accuracy of +/- 6 seconds.
 KB0078
 KB0078.The orthometric height was computed from unverified reset data.
 KB0078.No vertical observational check was made to the station.
 KB0078
 KB0078.The geoid height was determined by GEOID03.
 KB0078
 KB0078;                    North         East    Units  Estimated Accuracy
 KB0078;SPC IL E     -   353,260.      305,970.      MT  (+/- 180 meters Scaled)
 KB0078
 KB0078                          SUPERSEDED SURVEY CONTROL
 KB0078
 KB0078  NGVD 29 (03/28/06)  209.87   (m)          688.5    (f) RESET       3  
 KB0078
 KB0078.Superseded values are not recommended for survey control.
 KB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0078.See file dsdata.txt to determine how the superseded data were derived.
 KB0078
 KB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK919117(NAD 83)
 KB0078_MARKER: DB = BENCH MARK DISK
 KB0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0078_STAMPING: DOUGLAS 1959 NO 3 1974
 KB0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0078+STABILITY: SURFACE MOTION
 KB0078
 KB0078  HISTORY     - Date     Condition        Report By
 KB0078  HISTORY     - 1974     MONUMENTED       NGS
 KB0078  HISTORY     - 1980     GOOD             USGS
 KB0078
 KB0078                          STATION DESCRIPTION
 KB0078
 KB0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KB0078'3 MI N FROM TUSCOLA.
 KB0078'0.45 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS INTERSECTION WITH
 KB0078'1ST STREET AT PESOTUM, THENCE EAST 0.1 MILE CROSSING RAILROAD
 KB0078'TRACKS, THENCE SOUTH ON OILED ROAD FOR 3.1 MILE TO A CROSSROAD,
 KB0078'THENCE EAST FOR 1.0 MILE TO A CROSSROAD, THENCE SOUTH ON OILED
 KB0078'ROAD FOR 1.0 MILE TO A CROSSROAD, THENCE WEST ON OILED ROAD FOR
 KB0078'0.5 MILE TO THE MARK, 2 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KB0078'1 FOOT EAST OF WOODEN STOP SIGN POST WITH A WITNESS SIGN ATTACHED,
 KB0078'2 FEET EAST OF A METAL BARRICADE, 4 FEET EAST OF THE EAST
 KB0078'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 57 AND SET IN THE TOP OF A
 KB0078'ROUND CONCRETE POST PROJECTING 5 INCHES.
 KB0078
 KB0078                          STATION RECOVERY (1980)
 KB0078
 KB0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0928 ***********************************************************************
 MF0928  DESIGNATION -  DOVER
 MF0928  PID         -  MF0928
 MF0928  STATE/COUNTY-  IL/BUREAU
 MF0928  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0928
 MF0928                         *CURRENT SURVEY CONTROL
 MF0928  ___________________________________________________________________
 MF0928* NAD 83(1997)-  41 24 33.40024(N)    089 28 50.26188(W)     ADJUSTED  
 MF0928* NAVD 88     -       211.681  (meters)     694.49   (feet)  ADJUSTED  
 MF0928  ___________________________________________________________________
 MF0928  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 MF0928  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF0928  DYNAMIC HT  -         211.594 (meters)     694.20  (feet)  COMP
 MF0928  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MF0928
 MF0928  HORZ ORDER  -  SECOND
 MF0928  VERT ORDER  -  SECOND    CLASS 0
 MF0928
 MF0928.The horizontal coordinates were established by classical geodetic methods
 MF0928.and adjusted by the National Geodetic Survey in October 1999..
 MF0928
 MF0928.The orthometric height was determined by differential leveling
 MF0928.and adjusted by the National Geodetic Survey in June 1991..
 MF0928
 MF0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0928
 MF0928.The geoid height was determined by GEOID03.
 MF0928
 MF0928.The dynamic height is computed by dividing the NAVD 88
 MF0928.geopotential number by the normal gravity value computed on the
 MF0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0928.degrees latitude (g = 980.6199 gals.).
 MF0928
 MF0928.The modeled gravity was interpolated from observed gravity values.
 MF0928
 MF0928;                    North         East     Units Scale Factor Converg.
 MF0928;SPC IL W     -   526,703.514   757,358.245   MT  0.99998165   +0 27 13.6
 MF0928;SPC IL W     - 1,728,026.45  2,484,766.18   sFT  0.99998165   +0 27 13.6
 MF0928;UTM  16      - 4,587,162.136   292,662.987   MT  1.00012907   -1 38 28.9
 MF0928
 MF0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0928!SPC IL W     -   0.99997199  x   0.99998165  =   0.99995364
 MF0928!UTM  16      -   0.99997199  x   1.00012907  =   1.00010105
 MF0928
 MF0928|---------------------------------------------------------------------|
 MF0928| PID    Reference Object                     Distance      Geod. Az  |
 MF0928|                                                           dddmmss.s |
 MF0928| MF0923 DOVER RM 1                            9.748 METERS 01946     |
 MF0928| MF1663 PRINCETON ILL VAL ELEC RAD MST      APPROX. 4.3 KM 1880538.7 |
 MF0928| MF0927 DOVER RM 2                           10.338 METERS 32355     |
 MF0928|---------------------------------------------------------------------|
 MF0928
 MF0928                          SUPERSEDED SURVEY CONTROL
 MF0928
 MF0928  NAD 83(1997)-  41 24 33.40499(N)    089 28 50.26426(W) AD(       ) 2
 MF0928  NAD 83(1986)-  41 24 33.40716(N)    089 28 50.26739(W) AD(       ) 2
 MF0928  NAD 27      -  41 24 33.28140(N)    089 28 49.94460(W) AD(       ) 2
 MF0928  NGVD 29 (??/??/92)  211.758  (m)          694.74   (f) ADJ UNCH    2 0
 MF0928
 MF0928.Superseded values are not recommended for survey control.
 MF0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0928.See file dsdata.txt to determine how the superseded data were derived.
 MF0928
 MF0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9266387162(NAD 83)
 MF0928_MARKER: DS = TRIANGULATION STATION DISK
 MF0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0928_STAMPING: DOVER 1959
 MF0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0928+STABILITY: SURFACE MOTION
 MF0928
 MF0928  HISTORY     - Date     Condition        Report By
 MF0928  HISTORY     - 1959     MONUMENTED       CGS
 MF0928  HISTORY     - 1959     GOOD             CGS
 MF0928  HISTORY     - 1968     GOOD             ILHD
 MF0928  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF0928  HISTORY     - 20010425 MARK NOT FOUND   USPSQD
 MF0928  HISTORY     - 20051005 GOOD             USPSQD
 MF0928
 MF0928                          STATION DESCRIPTION
 MF0928
 MF0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF0928'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF PRINCETON
 MF0928'AND IS ON PROPERTY OWNED BY MR. L.H. CODDINGTON OF 448 CROWN
 MF0928'STREET IN PRINCETON.
 MF0928'
 MF0928'TO REACH THE STATION FROM THE POST OFFICE IN PRINCETON, GO NORTH
 MF0928'ON U.S. HIGHWAY 34 FOR 0.9 MILE TO THE JUNCTION OF U.S. HIGHWAY
 MF0928'34 AND STATE HIGHWAY 26, CONTINUE STRAIGHT AHEAD ON STATE
 MF0928'HIGHWAY 26 FOR 2.0 MILES TO A GRAVEL SIDEROAD LEFT AT SIGN RED
 MF0928'COVERED BRIDGE, TURN LEFT ON GRAVEL ROAD FOR 0.1 MILE TO A SIDE
 MF0928'ROAD LEFT, TURN LEFT AND GO WEST, SOUTH, WEST AND SOUTH FOR
 MF0928'0.6 MILE TO THE HOUSE AT THE END OF THE ROAD AND THE STATION.
 MF0928'
 MF0928'STATION MARK, A STANDARD DISK STAMPED DOVER 1959, IS SET IN A
 MF0928'10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 MF0928'THE GROUND.  THE MARK IS 93.9 FEET SOUTHEAST OF THE SOUTHEAST
 MF0928'CORNER OF THE HOUSE, 27 FEET EAST OF A 24 INCH MAPLE TREE, 12.4
 MF0928'FEET WEST OF A FENCE CORNER AND 3.3 FEET NORTH OF A WITNESS POST.
 MF0928'
 MF0928'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED DOVER NO. 1
 MF0928'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 MF0928'WITH THE SURFACE OF THE GROUND.  THE MARK IS 32.6 FEET NORTH OF
 MF0928'A FENCE CORNER AND 1 FOOT WEST OF A FENCE LINE.
 MF0928'
 MF0928'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED DOVER NO. 2
 MF0928'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 MF0928'WITH THE SURFACE OF THE GROUND.  THE MARK IS 69.6 FEET
 MF0928'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 31.9 FEET
 MF0928'WEST OF THE NORTH-SOUTH FENCE LINE AND 30.6 FEET NORTH OF THE
 MF0928'EAST-WEST FENCE LINE.
 MF0928'
 MF0928'NOTE--TRIANGULATION STATION PRINCE MAY BE USED AS AN AZIMUTH.
 MF0928
 MF0928                          STATION RECOVERY (1959)
 MF0928
 MF0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MF0928'3.4 MI N FROM PRINCETON.
 MF0928'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 MF0928'AT PRINCETON, THENCE 0.15 MILES WEST ALONG GRAVEL ROAD, THENCE
 MF0928'0.6 MILES WEST AND SOUTH ALONG A GRAVEL ROAD TO THE END OF THE ROAD
 MF0928'AT A FARM HOUSE, 94 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 MF0928'OF THE HOUSE, 2.7 FEET NORTH OF FENCE LINE, 12.5 FEET WEST OF
 MF0928'FENCE CORNER, ABOUT 1 FOOT BELOW THE LEVEL OF THE FARM ROAD, SET
 MF0928'IN THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND.
 MF0928
 MF0928                          STATION RECOVERY (1968)
 MF0928
 MF0928'RECOVERY NOTE BY IL HIGHWAY DEPT 1968 (DRR)
 MF0928'DOVER 1959-GOOD
 MF0928'
 MF0928'DOVER NO 1 1959-GOOD
 MF0928'
 MF0928'DOVER NO 2 1959-GOOD
 MF0928'
 MF0928'THE DESCRIPTION WAS FOUND TO BE ADEQUATE AND CORRECT AS GIVEN
 MF0928'EXCEPT FOR THE FOLLOWING CHANGE--WITNESS HAS BEEN REMOVED.
 MF0928
 MF0928                          STATION RECOVERY (1996)
 MF0928
 MF0928'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0928'MARK NOT FOUND.
 MF0928
 MF0928                          STATION RECOVERY (2001)
 MF0928
 MF0928'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0928'MARK NOT FOUND.
 MF0928
 MF0928                          STATION RECOVERY (2005)
 MF0928
 MF0928'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0923 ***********************************************************************
 MF0923  DESIGNATION -  DOVER RM 1
 MF0923  PID         -  MF0923
 MF0923  STATE/COUNTY-  IL/BUREAU
 MF0923  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0923
 MF0923                         *CURRENT SURVEY CONTROL
 MF0923  ___________________________________________________________________
 MF0923* NAD 83(1986)-  41 24 33.     (N)    089 28 49.     (W)     SCALED    
 MF0923* NAVD 88     -       211.783  (meters)     694.82   (feet)  ADJUSTED  
 MF0923  ___________________________________________________________________
 MF0923  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF0923  DYNAMIC HT  -         211.696 (meters)     694.54  (feet)  COMP
 MF0923  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MF0923
 MF0923  VERT ORDER  -  SECOND    CLASS 0
 MF0923
 MF0923.The horizontal coordinates were scaled from a topographic map and have
 MF0923.an estimated accuracy of +/- 6 seconds.
 MF0923
 MF0923.The orthometric height was determined by differential leveling
 MF0923.and adjusted by the National Geodetic Survey in June 1991..
 MF0923
 MF0923.The geoid height was determined by GEOID03.
 MF0923
 MF0923.The dynamic height is computed by dividing the NAVD 88
 MF0923.geopotential number by the normal gravity value computed on the
 MF0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0923.degrees latitude (g = 980.6199 gals.).
 MF0923
 MF0923.The modeled gravity was interpolated from observed gravity values.
 MF0923
 MF0923;                    North         East    Units  Estimated Accuracy
 MF0923;SPC IL W     -   526,690.      757,390.      MT  (+/- 180 meters Scaled)
 MF0923
 MF0923                          SUPERSEDED SURVEY CONTROL
 MF0923
 MF0923  NGVD 29 (??/??/92)  211.860  (m)          695.08   (f) ADJ UNCH    2 0
 MF0923
 MF0923.Superseded values are not recommended for survey control.
 MF0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0923.See file dsdata.txt to determine how the superseded data were derived.
 MF0923
 MF0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL926871(NAD 83)
 MF0923_MARKER: DR = REFERENCE MARK DISK
 MF0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0923_STAMPING: DOVER NO 1 1959
 MF0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0923+STABILITY: SURFACE MOTION
 MF0923
 MF0923  HISTORY     - Date     Condition        Report By
 MF0923  HISTORY     - 1959     MONUMENTED       CGS
 MF0923  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF0923  HISTORY     - 20010425 MARK NOT FOUND   USPSQD
 MF0923  HISTORY     - 20051005 MARK NOT FOUND   USPSQD
 MF0923
 MF0923                          STATION DESCRIPTION
 MF0923
 MF0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0923'3.4 MI N FROM PRINCETON.
 MF0923'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 MF0923'AT PRINCETON, THENCE 0.15 MILES WEST ALONG A GRAVEL ROAD, THENCE
 MF0923'0.6 MILE WEST AND SOUTH ALONG A GRAVEL ROAD TO THE END OF THE ROAD
 MF0923'AND A FARM HOUSE, 97 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 MF0923'OF THE FARM HOUSE, 1 FOOT WEST OF FENCE LINE, 33 FEET NORTH OF
 MF0923'FENCE CORNER, 31.9 FEET NORTH-NORTHEAST OF TRIANGULATION STATION
 MF0923'DOVER, ABOUT 1 FOOT BELOW THE LEVEL OF THE FARM ROAD, SET IN THE
 MF0923'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0923
 MF0923                          STATION RECOVERY (1996)
 MF0923
 MF0923'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0923'MARK NOT FOUND.
 MF0923
 MF0923                          STATION RECOVERY (2001)
 MF0923
 MF0923'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0923'MARK NOT FOUND.
 MF0923
 MF0923                          STATION RECOVERY (2005)
 MF0923
 MF0923'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0927 ***********************************************************************
 MF0927  DESIGNATION -  DOVER RM 2
 MF0927  PID         -  MF0927
 MF0927  STATE/COUNTY-  IL/BUREAU
 MF0927  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0927
 MF0927                         *CURRENT SURVEY CONTROL
 MF0927  ___________________________________________________________________
 MF0927* NAD 83(1986)-  41 24 33.     (N)    089 28 49.     (W)     SCALED    
 MF0927* NAVD 88     -       211.959  (meters)     695.40   (feet)  ADJUSTED  
 MF0927  ___________________________________________________________________
 MF0927  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF0927  DYNAMIC HT  -         211.873 (meters)     695.12  (feet)  COMP
 MF0927  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MF0927
 MF0927  VERT ORDER  -  SECOND    CLASS 0
 MF0927
 MF0927.The horizontal coordinates were scaled from a topographic map and have
 MF0927.an estimated accuracy of +/- 6 seconds.
 MF0927
 MF0927.The orthometric height was determined by differential leveling
 MF0927.and adjusted by the National Geodetic Survey in June 1991..
 MF0927
 MF0927.The geoid height was determined by GEOID03.
 MF0927
 MF0927.The dynamic height is computed by dividing the NAVD 88
 MF0927.geopotential number by the normal gravity value computed on the
 MF0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0927.degrees latitude (g = 980.6199 gals.).
 MF0927
 MF0927.The modeled gravity was interpolated from observed gravity values.
 MF0927
 MF0927;                    North         East    Units  Estimated Accuracy
 MF0927;SPC IL W     -   526,690.      757,390.      MT  (+/- 180 meters Scaled)
 MF0927
 MF0927                          SUPERSEDED SURVEY CONTROL
 MF0927
 MF0927  NGVD 29 (??/??/92)  212.037  (m)          695.66   (f) ADJ UNCH    2 0
 MF0927
 MF0927.Superseded values are not recommended for survey control.
 MF0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0927.See file dsdata.txt to determine how the superseded data were derived.
 MF0927
 MF0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL926871(NAD 83)
 MF0927_MARKER: DR = REFERENCE MARK DISK
 MF0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0927_STAMPING: DOVER NO 2 1959
 MF0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0927+STABILITY: SURFACE MOTION
 MF0927
 MF0927  HISTORY     - Date     Condition        Report By
 MF0927  HISTORY     - 1959     MONUMENTED       CGS
 MF0927  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF0927  HISTORY     - 20010425 MARK NOT FOUND   USPSQD
 MF0927  HISTORY     - 20051005 MARK NOT FOUND   USPSQD
 MF0927
 MF0927                          STATION DESCRIPTION
 MF0927
 MF0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0927'3.4 MI N FROM PRINCETON.
 MF0927'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 MF0927'AT PRINCETON, THENCE 0.15 MILES WEST ALONG GRAVEL ROAD, THENCE
 MF0927'0.6 MILES WEST AND SOUTH ALONG GRAVEL ROAD TO THE END OF THE ROAD
 MF0927'AND A FARM HOUSE, 66.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 MF0927'CORNER OF THE HOUSE, 31 FEET NORTH OF FENCE LINE, 32 FEET WEST OF
 MF0927'FENCE LINE, 44 FEET NORTHWEST OF FENCE CORNER, 33.9 FEET NORTHWEST
 MF0927'OF TRIANGULATION STATION DOVER, ABOUT LEVEL WITH THE FARM ROAD,
 MF0927'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0927
 MF0927                          STATION RECOVERY (1996)
 MF0927
 MF0927'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0927'MARK NOT FOUND.
 MF0927
 MF0927                          STATION RECOVERY (2001)
 MF0927
 MF0927'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0927'MARK NOT FOUND.
 MF0927
 MF0927                          STATION RECOVERY (2005)
 MF0927
 MF0927'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1528 ***********************************************************************
 JB1528  DESIGNATION -  DOW
 JB1528  PID         -  JB1528
 JB1528  STATE/COUNTY-  IL/FAYETTE
 JB1528  USGS QUAD   -  VANDALIA (1974)
 JB1528
 JB1528                         *CURRENT SURVEY CONTROL
 JB1528  ___________________________________________________________________
 JB1528* NAD 83(1997)-  38 58 24.88139(N)    089 06 20.43286(W)     ADJUSTED  
 JB1528* NAVD 88     -       157.034  (meters)     515.20   (feet)  POSTED    
 JB1528  ___________________________________________________________________
 JB1528  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JB1528  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JB1528  DYNAMIC HT  -         156.940 (meters)     514.89  (feet)  COMP
 JB1528  MODELED GRAV-     980,010.5   (mgal)                       NAVD 88
 JB1528
 JB1528  HORZ ORDER  -  SECOND
 JB1528  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JB1528
 JB1528.The horizontal coordinates were established by classical geodetic methods
 JB1528.and adjusted by the National Geodetic Survey in October 1999..
 JB1528
 JB1528.The orthometric height was determined by differential leveling
 JB1528.and adjusted by the National Geodetic Survey in 1992..
 JB1528.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JB1528.rate greater than 8.0 mm/km.
 JB1528
 JB1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1528
 JB1528.The geoid height was determined by GEOID03.
 JB1528
 JB1528.The dynamic height is computed by dividing the NAVD 88
 JB1528.geopotential number by the normal gravity value computed on the
 JB1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1528.degrees latitude (g = 980.6199 gals.).
 JB1528
 JB1528.The modeled gravity was interpolated from observed gravity values.
 JB1528
 JB1528;                    North         East     Units Scale Factor Converg.
 JB1528;SPC IL E     -   256,328.623   233,071.119   MT  1.00003014   -0 29 08.9
 JB1528;SPC IL E     -   840,971.49    764,667.50   sFT  1.00003014   -0 29 08.9
 JB1528;SPC IL W     -   256,571.673   791,939.698   MT  1.00004522   +0 40 02.5
 JB1528;SPC IL W     -   841,768.90  2,598,222.16   sFT  1.00004522   +0 40 02.5
 JB1528;UTM  16      - 4,315,953.266   317,589.379   MT  1.00000973   -1 19 29.1
 JB1528
 JB1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1528!SPC IL E     -   0.99998033  x   1.00003014  =   1.00001047
 JB1528!SPC IL W     -   0.99998033  x   1.00004522  =   1.00002555
 JB1528!UTM  16      -   0.99998033  x   1.00000973  =   0.99999006
 JB1528
 JB1528|---------------------------------------------------------------------|
 JB1528| PID    Reference Object                     Distance      Geod. Az  |
 JB1528|                                                           dddmmss.s |
 JB1528| JB1529 DOW RM                               18.550 METERS 06618     |
 JB1528| JB1804 VANDALIA RR WATER TANK              231.134 METERS 17214     |
 JB1528| JB1803 VANDALIA FORD ROOFING PROD TK       APPROX. 1.1 KM 1783446.3 |
 JB1528| JB1809 VANDALIA RHYTHM STEP SHOE TANK      APPROX. 1.1 KM 1831607.8 |
 JB1528| CI4303 DOW AZ MK                                          3540434.4 |
 JB1528|---------------------------------------------------------------------|
 JB1528
 JB1528                          SUPERSEDED SURVEY CONTROL
 JB1528
 JB1528  NAD 83(1986)-  38 58 24.89989(N)    089 06 20.42325(W) AD(       ) 2
 JB1528  NAD 27      -  38 58 24.73600(N)    089 06 20.18400(W) AD(       ) 2
 JB1528
 JB1528.Superseded values are not recommended for survey control.
 JB1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1528.See file dsdata.txt to determine how the superseded data were derived.
 JB1528
 JB1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1758915953(NAD 83)
 JB1528_MARKER: DS = TRIANGULATION STATION DISK
 JB1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1528+STABILITY: SURFACE MOTION
 JB1528
 JB1528  HISTORY     - Date     Condition        Report By
 JB1528  HISTORY     - 1920     MONUMENTED       CGS
 JB1528  HISTORY     - 1960     MARK NOT FOUND   CGS
 JB1528
 JB1528                          STATION DESCRIPTION
 JB1528
 JB1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JB1528'STATION IS ABOUT 0.5 MILE N OF THE RAILROAD STATION AT VANDALIA, ON
 JB1528'THE E SIDE OF THE
 JB1528'ILLINOIS CENTRAL RAILROAD TRACK, 160 YARDS NE OF
 JB1528'THE RAILROAD WATER TOWER, 125 YARDS
 JB1528'N OF THE FIRST ROAD CROSSING N OF
 JB1528'VANDALIA, 270 YARDS S OF MILEPOST 691, AND 10.05
 JB1528'METERS (32.97 FEET)
 JB1528'E OF THE E AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND
 JB1528'REFERENCE MARKS
 JB1528'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 JB1528'THE REFERENCE MARK IS ON THE SAME SIDE OF THE
 JB1528'TRACK, NEAR THE FENCE LINE, 18.55 METERS
 JB1528'(60.86 FEET) FROM THE
 JB1528'STATION, N 66 DEG 18 MIN E.  THE ELEVATION OF THE
 JB1528'STATION MARK
 JB1528'IS 157.365 METERS (516.288 FEET) AND OF THE REFERENCE MAK
 JB1528'157.110 METERS (515.452 FEET).
 JB1528
 JB1528                          STATION RECOVERY (1960)
 JB1528
 JB1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1528'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED AND IS BELIEVED TO
 JB1528'BE DESTROYED BY
 JB1528'PIPELINE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2964 ***********************************************************************
 AJ2964  DESIGNATION -  DOWELL
 AJ2964  PID         -  AJ2964
 AJ2964  STATE/COUNTY-  IL/MCHENRY
 AJ2964  USGS QUAD   -  WAUCONDA (1993)
 AJ2964
 AJ2964                         *CURRENT SURVEY CONTROL
 AJ2964  ___________________________________________________________________
 AJ2964* NAD 83(1997)-  42 17 29.87759(N)    088 12 42.08589(W)     ADJUSTED  
 AJ2964* NAVD 88     -       224.1    (meters)     735.     (feet)  GPS OBS   
 AJ2964  ___________________________________________________________________
 AJ2964  X           -     147,464.804 (meters)                     COMP
 AJ2964  Y           -  -4,723,101.429 (meters)                     COMP
 AJ2964  Z           -   4,269,749.452 (meters)                     COMP
 AJ2964  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AJ2964  ELLIP HEIGHT-         190.04  (meters)          (02/03/05) GPS OBS
 AJ2964  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AJ2964
 AJ2964  HORZ ORDER  -  FIRST
 AJ2964  ELLP ORDER  -  FOURTH    CLASS II
 AJ2964
 AJ2964.The horizontal coordinates were established by GPS observations
 AJ2964.and adjusted by the National Geodetic Survey in April 2001..
 AJ2964
 AJ2964.The orthometric height was determined by GPS observations and a
 AJ2964.high-resolution geoid model.
 AJ2964
 AJ2964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2964
 AJ2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2964
 AJ2964.The ellipsoidal height was determined by GPS observations
 AJ2964.and is referenced to NAD 83.
 AJ2964
 AJ2964.The geoid height was determined by GEOID03.
 AJ2964
 AJ2964;                    North         East     Units Scale Factor Converg.
 AJ2964;SPC IL E     -   624,502.389   310,031.801   MT  0.99997624   +0 04 54.7
 AJ2964;SPC IL E     - 2,048,888.25  1,017,162.67   sFT  0.99997624   +0 04 54.7
 AJ2964;UTM  16      - 4,682,867.497   400,109.457   MT  0.99972277   -0 48 55.5
 AJ2964
 AJ2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2964!SPC IL E     -   0.99997020  x   0.99997624  =   0.99994644
 AJ2964!UTM  16      -   0.99997020  x   0.99972277  =   0.99969297
 AJ2964
 AJ2964                          SUPERSEDED SURVEY CONTROL
 AJ2964
 AJ2964  ELLIP H (04/24/01)  190.07   (m)                       GP(       ) 4 1
 AJ2964
 AJ2964.Superseded values are not recommended for survey control.
 AJ2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2964.See file dsdata.txt to determine how the superseded data were derived.
 AJ2964
 AJ2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0010982867(NAD 83)
 AJ2964_MARKER: I = METAL ROD
 AJ2964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2964_STAMPING: DOWELL
 AJ2964_MARK LOGO: NTRD  
 AJ2964_PROJECTION: FLUSH
 AJ2964_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2964+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2000
 AJ2964_ROD/PIPE-DEPTH:  6.1 meters
 AJ2964_SLEEVE-DEPTH  :  0.9 meters
 AJ2964
 AJ2964  HISTORY     - Date     Condition        Report By
 AJ2964  HISTORY     - 20000721 MONUMENTED       SECI
 AJ2964
 AJ2964                          STATION DESCRIPTION
 AJ2964
 AJ2964'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2964'STATION IS LOCATED APPROXIMATELY 1.2 MI NORTH OF ISLAND LAKE, 2.1 MI
 AJ2964'EAST OF PRAIRIE GROVE IN SECTION 17, T44N, R9E.  TO REACH FROM THE
 AJ2964'JUNCTION OF IL RT 176 AND RT 31 PROCEED EAST ON RT 176 FOR 4.5 MI TO
 AJ2964'RIVER RD, THEN PROCEED NORTH ON RIVER RD APPROXIMATELY 0.6 MI TO
 AJ2964'THE STATION LOCATED 25.6 FT WEST OF RIVER RD CENTERLINE, 0.11 MI
 AJ2964'SOUTH OF DOWELL RD.  STATION IS 149 FT NORTHWEST OF PK NAIL IN A
 AJ2964'POWER POLE, 118.6 FT WEST OF PK NAIL IN A 24 INCH ASPEN TREE, 46 FT
 AJ2964'SOUTH SOUTHWEST OF PK NAIL IN RIVER RD PAVEMENT, 12 FT WEST OF
 AJ2964'THE EDGE OF RIVER RD PAVEMENT, 8 FT EAST OF A WOOD FENCE LINE, AND
 AJ2964'8.0 FT EAST OF AN ORANGE FIBERGLASS WITNESS POST.  STATION IS EAST
 AJ2964'OF GRISWOLD LAKE.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH
 AJ2964'LOGO CAP.  DATUM POINT IS 0.30 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ2964'WOOD PHYSICAL TIES. (WB)
 AJ2964' 
 AJ2964' 
 AJ2964' 
 AJ2964'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1442 ***********************************************************************
 HB1442  CBN         -  This is a Cooperative Base Network Control Station.
 HB1442  DESIGNATION -  DOWNEN RESET
 HB1442  PID         -  HB1442
 HB1442  STATE/COUNTY-  IL/GALLATIN
 HB1442  USGS QUAD   -  NEW HAVEN SW (1964)
 HB1442
 HB1442                         *CURRENT SURVEY CONTROL
 HB1442  ___________________________________________________________________
 HB1442* NAD 83(1997)-  37 51 43.52582(N)    088 11 31.47801(W)     ADJUSTED  
 HB1442* NAVD 88     -       121.3    (meters)     398.     (feet)  GPS OBS   
 HB1442  ___________________________________________________________________
 HB1442  X           -     159,067.091 (meters)                     COMP
 HB1442  Y           -  -5,039,401.079 (meters)                     COMP
 HB1442  Z           -   3,893,426.306 (meters)                     COMP
 HB1442  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HB1442  ELLIP HEIGHT-          91.20  (meters)          (09/15/03) GPS OBS
 HB1442  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HB1442
 HB1442  HORZ ORDER  -  A
 HB1442  ELLP ORDER  -  FOURTH    CLASS I
 HB1442
 HB1442.The horizontal coordinates were established by GPS observations
 HB1442.and adjusted by the National Geodetic Survey in September 2003..
 HB1442
 HB1442.The orthometric height was determined by GPS observations and a
 HB1442.high-resolution geoid model.
 HB1442
 HB1442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1442
 HB1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1442
 HB1442.The ellipsoidal height was determined by GPS observations
 HB1442.and is referenced to NAD 83.
 HB1442
 HB1442.The geoid height was determined by GEOID03.
 HB1442
 HB1442;                    North         East     Units Scale Factor Converg.
 HB1442;SPC IL E     -   132,677.351   312,429.762   MT  0.99997690   +0 05 12.1
 HB1442;SPC IL E     -   435,292.28  1,025,029.98   sFT  0.99997690   +0 05 12.1
 HB1442;UTM  16      - 4,191,183.420   395,141.226   MT  0.99973543   -0 43 54.2
 HB1442
 HB1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1442!SPC IL E     -   0.99998569  x   0.99997690  =   0.99996259
 HB1442!UTM  16      -   0.99998569  x   0.99973543  =   0.99972112
 HB1442
 HB1442|---------------------------------------------------------------------|
 HB1442| PID    Reference Object                     Distance      Geod. Az  |
 HB1442|                                                           dddmmss.s |
 HB1442| CI4309 DOWNEN RM 1                          28.367 METERS 17725     |
 HB1442| CI4307 DOWNEN AZ MK                                       1793224.3 |
 HB1442| CI4310 DOWNEN RM 2                           9.853 METERS 35441     |
 HB1442| CI4311 DOWNEN RM 3                           9.809 METERS 35516     |
 HB1442| CI4308 DOWNEN AZ MK RESET                                 35825     |
 HB1442|---------------------------------------------------------------------|
 HB1442
 HB1442                          SUPERSEDED SURVEY CONTROL
 HB1442
 HB1442  NAD 83(1997)-  37 51 43.52697(N)    088 11 31.47843(W) AD(       ) 2
 HB1442  NAD 83(1997)-  37 51 43.52872(N)    088 11 31.47846(W) AD(       ) 2
 HB1442  NAD 83(1997)-  37 51 43.53053(N)    088 11 31.47775(W) AD(       ) 2
 HB1442  NAD 83(1986)-  37 51 43.53585(N)    088 11 31.47966(W) AD(       ) 2
 HB1442  NAD 27      -  37 51 43.37155(N)    088 11 31.34776(W) AD(       ) 2
 HB1442
 HB1442.Superseded values are not recommended for survey control.
 HB1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1442.See file dsdata.txt to determine how the superseded data were derived.
 HB1442
 HB1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9514191183(NAD 83)
 HB1442_MARKER: DS = TRIANGULATION STATION DISK
 HB1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1442_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1442+STABILITY: SURFACE MOTION
 HB1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1442+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 HB1442
 HB1442  HISTORY     - Date     Condition        Report By
 HB1442  HISTORY     - 1957     MONUMENTED       CGS
 HB1442  HISTORY     - 1959     GOOD             CGS
 HB1442  HISTORY     - 1960     GOOD             CGS
 HB1442  HISTORY     - 1961     GOOD             CGS
 HB1442  HISTORY     - 1968     SEE DESCRIPTION  CGS
 HB1442  HISTORY     - 1971     GOOD             USE
 HB1442  HISTORY     - 20020808 GOOD             NGS
 HB1442
 HB1442                          STATION DESCRIPTION
 HB1442
 HB1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1442'THE STATION IS ABOUT 6 MILES NORTHEAST OF RIDGWAY, 2 MILES SE OF
 HB1442'COTTONWOOD ON PROPERTY OWNED BY MR. CLYDE DOWNEN, WHO LIVES AT
 HB1442'THE STATION SITE.  IT IS 119 FT SOUTHEAST OF THE SOUTHEAST CORNER OF
 HB1442'MR. DOWNENS FRAME HOUSE, 19 FEET EAST OF THE CENTERLINE OF A
 HB1442'GRAVELED ROAD, 20 FEET SOUTH OF A 16 INCH MAPLE TREE AND 6 FEET
 HB1442'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 HB1442'STAMPED DOWNEN 1957.
 HB1442'
 HB1442'TO REACH THE STATION FROM THE INTERSECTION OF A PAVED ROAD AND A
 HB1442'RAILROAD CROSSING IN RIDGWAY, GO EAST ON THE PAVED ROAD FOR 1.25
 HB1442'MILES TO A CROSSROAD AND THE END OF PAVEMENT.  CONTINUE STRAIGHT
 HB1442'AHEAD AND GO EAST ON GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD
 HB1442'LEFT.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.8 MILE TO A
 HB1442'GRAVELED T-ROAD INTERSECTION.  TURN RIGHT AND GO NORTHEAST AND EAST
 HB1442'ON GRAVELED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 HB1442'NORTH ON GRAVELED ROAD FOR 2.95 MILES TO A GRAVELED T-ROAD
 HB1442'INTERSECTION.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 1.0 MILE
 HB1442'TO A CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.1 MILE
 HB1442'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE GRAVELED
 HB1442'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 HB1442'
 HB1442'REFERENCE MARK 1 IS 19 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HB1442'ROAD AND 1 FOOT NORTH OF A POWER LINE POLE.  THE MARK IS FLUSH AND
 HB1442'THE DISK IS STAMPED DOWNEN NO 1 1957.
 HB1442'
 HB1442'REFERENCE MARK 2 IS 19 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HB1442'ROAD AND 11 FEET NORTH OF THE 16 INCH MAPLE TREE.  THE MARK IS
 HB1442'FLUSH AND THE DISK IS STAMPED DOWNEN NO 2 1957.
 HB1442'
 HB1442'THE AZIMUTH MARK IS 104 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE
 HB1442'FRAME HOUSE, 18 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 2
 HB1442'FEET NORTH OF A WHITE WITNESS POST, 1 FOOT NORTH OF A TELEPHONE POLE
 HB1442'AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HB1442'STAMPED DOWNEN 1957.
 HB1442'
 HB1442'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HB1442
 HB1442                          STATION RECOVERY (1959)
 HB1442
 HB1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 HB1442'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER 2
 HB1442'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 HB1442'AZIMUTH MARK HAS BEEN DESTROYED AT THE LAND OWNERS REQUEST AND A NEW
 HB1442'AZIMUTH MARK HAS BEEN ESTABLISHED.  THE ORIGINAL TO REACH IS
 HB1442'ADEQUATE.
 HB1442'
 HB1442'AZIMUTH MARK, A STANDARD DISK STAMPED DOWNEN 1957 RESET 1959, IS SET
 HB1442'IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HB1442'OF THE GROUND.  THE MARK IS 26 FEET NORTH OF A TELEPHONE POLE, 24
 HB1442'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 1.7 FEET
 HB1442'SOUTH OF A WITNESS POST AND 1 FOOT EAST OF THE CONCRETE FOUNDATION
 HB1442'FOR THE SOUTHEAST ONE OF SEVERAL CORN CRIBS.
 HB1442'
 HB1442'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 HB1442'ROAD FOR 0.3 MILE TO THE CORN CRIBS ON THE LEFT AND THE AZIMUTH
 HB1442'MARK AS DESCRIBED.
 HB1442
 HB1442                          STATION RECOVERY (1960)
 HB1442
 HB1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1442'THE STATION WAS VISITED AT THIS TIME AND FOUND IN GOOD CONDITION.  A
 HB1442'LIGHT WAS SHOWN FROM THIS STATION FOR A CHECK ANGLE.
 HB1442
 HB1442                          STATION RECOVERY (1961)
 HB1442
 HB1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1442'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE IN GOOD CONDITION.
 HB1442'PREVIOUS DESCRIPTION IS ADEQUATE.
 HB1442'
 HB1442'STATION WAS USED AS LIGHT STAND FOR CHECK ANGLE AND WAS NOT OCCUPIED
 HB1442'AT THIS TIME.
 HB1442
 HB1442                          STATION RECOVERY (1968)
 HB1442
 HB1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HB1442'THE STATION SURFACE MARK, REFERENCE MARK NO. 2 AND THE 1959
 HB1442'AZIMUTH MARK WERE ALL FOUND DISTURBED BY GRADING OPERATIONS ALONG A
 HB1442'COUNTY ROAD.  THE UNDERGROUND STATION MARK AND REFERENCE MARK NO. 1
 HB1442'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION WAS
 HB1442'LOWERED IN ITS EXACT, ORIGINAL POSITION AND A NEW REFERENCE MARK
 HB1442'NO. 3 WAS ESTABLISHED.  WHILE SEARCHING FOR A SUITABLE
 HB1442'LOCATION FOR A NEW AZIMUTH MARK, THE AZIMUTH MARK DOWNEN 1957
 HB1442'RESET 1959 WAS FOUND BY CHANCE.  NOTHING REGARDING THIS MARK WAS
 HB1442'INCLUDED IN THE DATA IN MY POSSESSION.  THE STATION WAS OCCUPIED
 HB1442'AND ALL HORIZONTAL ANGLES OBSERVED USING THE ASHBURY METHODIST
 HB1442'CHURCH SPIRE AS THE INITIAL.
 HB1442'
 HB1442'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1442'
 HB1442'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF RIDGWAY, 2 MILES
 HB1442'SOUTHEAST OF COTTONWOOD AND ON THE PROPERTY OF MR. CLYDE DOWNEN.
 HB1442'
 HB1442'TO REACH THE STATION FROM THE NEW POST OFFICE IN RIDGWAY, GO NORTH
 HB1442'ON A PAVED STREET FOR ABOUT 0.05 MILE TO MAIN STREET.  HERE TURN
 HB1442'RIGHT ON MAIN STREET AND GO EAST-NORTHEASTERLY ON A PAVED ROAD FOR
 HB1442'3.6 MILES TO A PAVED CROSSROAD AND A GRAVELED ROAD STRAIGHT AHEAD.
 HB1442'HERE TURN LEFT ON THE PAVED ROAD AND GO NORTH, NORTHEAST AND
 HB1442'NORTH FOR 4.95 MILES TO A GRAVELED T ROAD LEFT, TURN LEFT ON THIS
 HB1442'GRAVELED ROAD AND GO WEST, NORTH AND WEST FOR 1.0 MILE TO A
 HB1442'GRAVELED CROSSROAD.  HERE TURN RIGHT AND GO NORTH ON THE
 HB1442'GRAVELED ROAD FOR 0.45 MILE TO THE FARM HOME OF MR. CLYDE DOWNEN
 HB1442'ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 HB1442'
 HB1442'THE STATION IS ACROSS THE GRAVELED ROAD EAST OF THE DOWNEN HOME,
 HB1442'140 FEET SOUTH-SOUTHEAST OF A 48-INCH FORKED TRUNKED MAPLE TREE,
 HB1442'85 FEET EAST-SOUTHEAST OF A 28-INCH FORKED TRUNKED MAPLE TREE, 65
 HB1442'FEET NORTH OF A POWERLINE POLE SUPPORTING THREE TRANSFORMERS, 19
 HB1442'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 1.6
 HB1442'FEET EAST OF A METAL WITNESS POST AND SIGN, AT THE WEST EDGE OF A
 HB1442'CULTIVATED FIELD, AND DIRECTLY UNDER A POWERLINE.  IT IS A
 HB1442'STANDARD DISK SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 HB1442'MONUMENT THAT PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 HB1442'DOWNEN 1957 1968.
 HB1442'
 HB1442'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF A POWERLINE POLE SUPPORTING
 HB1442'THREE TRANSFORMERS, 20 FEET EAST OF THE APPROXIMATE CENTER OF THE
 HB1442'GRAVELED ROAD, ALONG THE WEST EDGE OF A CULTIVATED FIELD, DIRECTLY
 HB1442'UNDER THE POWERLINE, AND ABOUT 4.5 FEET BELOW THE ELEVATION OF THE
 HB1442'THE STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 HB1442'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 5 INCHES AND THE
 HB1442'DISK IS STAMPED DOWNEN NO 1 1957.
 HB1442'
 HB1442'REFERENCE MARK NO. 3 IS 110 FEET SOUTHEAST OF A 48-INCH FORKED
 HB1442'TRUNKED MAPLE TREE, 80 FEET EAST OF A 28-INCH FORKED TRUNKED MAPLE
 HB1442'TREE, 16 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD,
 HB1442'ALONG THE WEST EDGE OF A CULTIVATED FIELD, DIRECTLY UNDER A
 HB1442'POWERLINE, AND ABOUT 0.5 OF A FOOT ABOVE THE ELEVATION OF THE
 HB1442'STATION.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 HB1442'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES AND THE DISK
 HB1442'IS STAMPED DOWNEN 1957 NO 3 1968.
 HB1442'
 HB1442'DUE TO THE REFERENCE MARKS BEING VERY NEARLY IN A STRAIGHT LINE,
 HB1442'NO MEASUREMENT WAS MADE BETWEEN THE MARKS.
 HB1442'
 HB1442'THE AZIMUTH MARK IS ABOUT 0.3 OF A MILE NORTH OF THE STATION NEAR
 HB1442'THE EAST END OF THE SOUTH ROW OF THIRTY METAL CORN CRIBS, 24 FEET
 HB1442'SOUTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY BETWEEN TWO ROWS OF
 HB1442'CORN CRIBS, 23 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVELED
 HB1442'ROAD, 9.5 FEET NORTH OF THE SOUTHEAST CORNER OF A CONCRETE FLOOR
 HB1442'SLAB, 4.1 FEET SOUTH OF THE NORTHEAST CORNER OF THE CONCRETE
 HB1442'FLOOR SLAB, 0.9 OF A FOOT EAST OF THE EAST EDGE OF THE CONCRETE
 HB1442'FLOOR SLAB, AND 0.9 OF A FOOT SOUTH OF A METAL WITNESS POST
 HB1442'AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 HB1442'SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH AND THE
 HB1442'DISK IS STAMPED DOWNEN 1957 RESET 1959.
 HB1442'
 HB1442'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 HB1442'ROAD FOR 0.3 MILE TO A COMPLEX OF METAL CORN CRIBS AND THE MARK AS
 HB1442'DESCRIBED.
 HB1442'
 HB1442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 HB1442'SOUTHEAST OF COTTONWOOD.
 HB1442
 HB1442                          STATION RECOVERY (1971)
 HB1442
 HB1442'RECOVERY NOTE BY US ENGINEERS 1971 (M)
 HB1442'STATION, REFERENCE MARKS NO. 1 AND NO. 3, AND THE AZIMUTH MARK WERE
 HB1442'FOUND IN GOOD CONDITION.  DESCRIPTION GOOD.
 HB1442
 HB1442                          STATION RECOVERY (2002)
 HB1442
 HB1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RA)
 HB1442'RECOVERED AS DESCRIBED
 HB1442' 
 HB1442'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6677 ***********************************************************************
 DF6677  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF6677  DESIGNATION -  DOWNERGROVE COOP CORS ARP
 DF6677  CORS_ID     -  VODG
 DF6677  PID         -  DF6677
 DF6677  STATE/COUNTY-  IL/DU PAGE
 DF6677  USGS QUAD   -  WHEATON (1993)
 DF6677
 DF6677                         *CURRENT SURVEY CONTROL
 DF6677  ___________________________________________________________________
 DF6677* NAD 83(CORS)-  41 47 41.81474(N)    088 00 14.71007(W)     ADJUSTED  
 DF6677* NAVD 88     -                                                        
 DF6677  ___________________________________________________________________
 DF6677  EPOCH DATE  -        2002.00
 DF6677  X           -     165,864.313 (meters)                     COMP
 DF6677  Y           -  -4,759,464.257 (meters)                     COMP
 DF6677  Z           -   4,228,781.027 (meters)                     COMP
 DF6677  ELLIP HEIGHT-         194.75  (meters)          (06/??/03) GPS OBS
 DF6677  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DF6677
 DF6677  HORZ ORDER  -  SPECIAL (CORS)
 DF6677  ELLP ORDER  -  SPECIAL (CORS)
 DF6677
 DF6677.ITRF positions are available for this station.
 DF6677.The coordinates were established by GPS observations
 DF6677.and adjusted by the National Geodetic Survey in June 2003..
 DF6677.The coordinates are valid at the epoch date displayed above.
 DF6677.The epoch date for horizontal control is a decimal equivalence
 DF6677.of Year/Month/Day.
 DF6677
 DF6677
 DF6677.The PID for the CORS L1 Phase Center is DG6902.
 DF6677
 DF6677.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF6677
 DF6677.The ellipsoidal height was determined by GPS observations
 DF6677.and is referenced to NAD 83.
 DF6677
 DF6677.The geoid height was determined by GEOID03.
 DF6677
 DF6677;                    North         East     Units Scale Factor Converg.
 DF6677;SPC IL E     -   569,380.250   327,365.114   MT  0.99998421   +0 13 10.0
 DF6677;SPC IL E     - 1,868,041.70  1,074,030.38   sFT  0.99998421   +0 13 10.0
 DF6677
 DF6677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6677!SPC IL E     -   0.99996946  x   0.99998421  =   0.99995367
 DF6677
 DF6677                          SUPERSEDED SURVEY CONTROL
 DF6677
 DF6677.No superseded survey control is available for this station.
 DF6677
 DF6677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1657727497(NAD 83)
 DF6677_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF6677
 DF6677                          STATION DESCRIPTION
 DF6677
 DF6677'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF6677'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF6677'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF6677'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF6677'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF6677'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6902 ***********************************************************************
 DG6902  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6902  DESIGNATION -  DOWNERGROVE COOP CORS L1 PHASE CENTER
 DG6902  CORS_ID     -  VODG
 DG6902  PID         -  DG6902
 DG6902  STATE/COUNTY-  IL/DU PAGE
 DG6902  USGS QUAD   -  WHEATON (1993)
 DG6902
 DG6902                         *CURRENT SURVEY CONTROL
 DG6902  ___________________________________________________________________
 DG6902* NAD 83(CORS)-  41 47 41.81482(N)    088 00 14.71001(W)     ADJUSTED  
 DG6902* NAVD 88     -                                                        
 DG6902  ___________________________________________________________________
 DG6902  EPOCH DATE  -        2002.00
 DG6902  X           -     165,864.317 (meters)                     COMP
 DG6902  Y           -  -4,759,464.330 (meters)                     COMP
 DG6902  Z           -   4,228,781.096 (meters)                     COMP
 DG6902  ELLIP HEIGHT-         194.85  (meters)          (06/??/03) GPS OBS
 DG6902  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DG6902
 DG6902  HORZ ORDER  -  SPECIAL (CORS)
 DG6902  ELLP ORDER  -  SPECIAL (CORS)
 DG6902
 DG6902.ITRF positions are available for this station.
 DG6902.The coordinates were established by GPS observations
 DG6902.and adjusted by the National Geodetic Survey in June 2003..
 DG6902.The coordinates are valid at the epoch date displayed above.
 DG6902.The epoch date for horizontal control is a decimal equivalence
 DG6902.of Year/Month/Day.
 DG6902
 DG6902
 DG6902.The PID for the CORS ARP is DF6677.
 DG6902
 DG6902.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6902
 DG6902.The ellipsoidal height was determined by GPS observations
 DG6902.and is referenced to NAD 83.
 DG6902
 DG6902.The geoid height was determined by GEOID03.
 DG6902
 DG6902;                    North         East     Units Scale Factor Converg.
 DG6902;SPC IL E     -   569,380.252   327,365.116   MT  0.99998421   +0 13 10.0
 DG6902;SPC IL E     - 1,868,041.71  1,074,030.38   sFT  0.99998421   +0 13 10.0
 DG6902
 DG6902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6902!SPC IL E     -   0.99996944  x   0.99998421  =   0.99995365
 DG6902
 DG6902                          SUPERSEDED SURVEY CONTROL
 DG6902
 DG6902.No superseded survey control is available for this station.
 DG6902
 DG6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1657727497(NAD 83)
 DG6902_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6902
 DG6902                          STATION DESCRIPTION
 DG6902
 DG6902'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6902'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG6902'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG6902'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG6902'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG6902'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1331 ***********************************************************************
 MF1331  DESIGNATION -  DOWNERS GROVE MICROWAVE MAST
 MF1331  PID         -  MF1331
 MF1331  STATE/COUNTY-  IL/DU PAGE
 MF1331  USGS QUAD   -  ROMEOVILLE (1993)
 MF1331
 MF1331                         *CURRENT SURVEY CONTROL
 MF1331  ___________________________________________________________________
 MF1331* NAD 83(1997)-  41 44 23.63299(N)    088 00 42.56854(W)     ADJUSTED  
 MF1331* NAVD 88     -                                                        
 MF1331  ___________________________________________________________________
 MF1331  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 MF1331  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MF1331
 MF1331  HORZ ORDER  -  THIRD
 MF1331
 MF1331.The horizontal coordinates were established by classical geodetic methods
 MF1331.and adjusted by the National Geodetic Survey in October 1999..
 MF1331
 MF1331
 MF1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1331
 MF1331.The geoid height was determined by GEOID03.
 MF1331
 MF1331;                    North         East     Units Scale Factor Converg.
 MF1331;SPC IL E     -   563,263.567   326,744.791   MT  0.99998380   +0 12 50.6
 MF1331;SPC IL E     - 1,847,973.89  1,071,995.20   sFT  0.99998380   +0 12 50.6
 MF1331;UTM  16      - 4,621,392.688   415,862.207   MT  0.99968711   -0 40 25.2
 MF1331
 MF1331                          SUPERSEDED SURVEY CONTROL
 MF1331
 MF1331  NAD 83(1997)-  41 44 23.63311(N)    088 00 42.56926(W) AD(       ) 4
 MF1331  NAD 83(1986)-  41 44 23.63621(N)    088 00 42.57683(W) AD(       ) 4
 MF1331  NAD 27      -  41 44 23.52900(N)    088 00 42.35600(W) AD(       ) 3
 MF1331
 MF1331.Superseded values are not recommended for survey control.
 MF1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1331.See file dsdata.txt to determine how the superseded data were derived.
 MF1331
 MF1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1586221393(NAD 83)
 MF1331_MARKER: 44 = MICROWAVE MAST
 MF1331
 MF1331  HISTORY     - Date     Condition        Report By
 MF1331  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1331  HISTORY     - 19970916 GOOD             USPSQD
 MF1331
 MF1331                          STATION DESCRIPTION
 MF1331
 MF1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1331'THE STATION IS THE CENTER OF THE TOP OF THE MICRO-WAVE BOOSTER
 MF1331'STATION OF THE NATURAL GAS PIPELINE COMPANY OF AMERICA AND
 MF1331'THE TEXAS-ILLINOIS NATURAL GAS PIPELINE COMPANY LOCATED ON
 MF1331'THE EAST SIDE OF LEMONT ROAD ABOUT 8 MILES SOUTHEAST OF
 MF1331'NAPERVILLE AND ABOUT 4 MILES SOUTH OF DOWNERS GROVE.  IT IS
 MF1331'A DOUBLE, UNIFORM CROSS-SECTION STEEL MAST SUPPORTED BY GUY
 MF1331'WIRES AND HAS A LARGE GRID REFLECTOR AT THE TOP.  IT IS PAINTED
 MF1331'IN ALTERNATE SECTIONS OF RED AND WHITE AND IS ABOUT 100 FEET
 MF1331'HIGH.
 MF1331'
 MF1331'TO REACH THE STATION FROM THE INTERSECTION OF MAPLE AVENUE
 MF1331'AND MAIN STREET IN DOWNERS GROVE, GO SOUTH ON MAIN STREET
 MF1331'AND LEMONT ROAD FOR 3.7 MILES TO THE MAST ON THE LEFT.
 MF1331
 MF1331                          STATION RECOVERY (1997)
 MF1331
 MF1331'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1296 ***********************************************************************
 MF1296  DESIGNATION -  DOWNERS GROVE MUNICIPAL TANK
 MF1296  PID         -  MF1296
 MF1296  STATE/COUNTY-  IL/DU PAGE
 MF1296  USGS QUAD   -  WHEATON (1993)
 MF1296
 MF1296                         *CURRENT SURVEY CONTROL
 MF1296  ___________________________________________________________________
 MF1296* NAD 83(1997)-  41 47 18.17580(N)    088 00 35.90049(W)     ADJUSTED  
 MF1296* NAVD 88     -                                                        
 MF1296  ___________________________________________________________________
 MF1296  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MF1296  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MF1296
 MF1296  HORZ ORDER  -  THIRD
 MF1296
 MF1296.The horizontal coordinates were established by classical geodetic methods
 MF1296.and adjusted by the National Geodetic Survey in October 1999..
 MF1296
 MF1296
 MF1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1296
 MF1296.The geoid height was determined by GEOID03.
 MF1296
 MF1296;                    North         East     Units Scale Factor Converg.
 MF1296;SPC IL E     -   568,649.088   326,878.628   MT  0.99998389   +0 12 55.7
 MF1296;SPC IL E     - 1,865,642.88  1,072,434.30   sFT  0.99998389   +0 12 55.7
 MF1296;UTM  16      - 4,626,773.889   416,079.439   MT  0.99968666   -0 40 23.0
 MF1296
 MF1296                          SUPERSEDED SURVEY CONTROL
 MF1296
 MF1296  NAD 83(1997)-  41 47 18.17596(N)    088 00 35.90093(W) AD(       ) 4
 MF1296  NAD 83(1986)-  41 47 18.18022(N)    088 00 35.91032(W) AD(       ) 4
 MF1296  NAD 27      -  41 47 18.07500(N)    088 00 35.68900(W) AD(       ) 3
 MF1296
 MF1296.Superseded values are not recommended for survey control.
 MF1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1296.See file dsdata.txt to determine how the superseded data were derived.
 MF1296
 MF1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1607926774(NAD 83)
 MF1296_MARKER: 53 = ELEVATED TANK
 MF1296
 MF1296  HISTORY     - Date     Condition        Report By
 MF1296  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1296  HISTORY     - 1991     GOOD             USPSQD
 MF1296  HISTORY     - 19970915 GOOD             USPSQD
 MF1296  HISTORY     - 19980418 GOOD             USPSQD
 MF1296
 MF1296                          STATION DESCRIPTION
 MF1296
 MF1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1296'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 MF1296'TANK LOCATED ABOUT 200 FEET WEST OF THE INTERSECTION OF MAIN
 MF1296'AND SUMMIT STREETS IN THE SOUTH SECTION OF DOWNERS GROVE.
 MF1296'IT IS A STEEL TANK SUPPORTED BY A TEN-LEGGED STEEL STRUCTURE
 MF1296'AND IS PAINTED SILVER.  THE HEIGHT IS ABOUT 125 FEET.
 MF1296
 MF1296                          STATION RECOVERY (1991)
 MF1296
 MF1296'RECOVERY NOTE BY US POWER SQUADRON 1991 (MBO)
 MF1296'RECOVERED IN GOOD CONDITION.
 MF1296
 MF1296                          STATION RECOVERY (1997)
 MF1296
 MF1296'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1296'RECOVERED IN GOOD CONDITION.
 MF1296
 MF1296                          STATION RECOVERY (1998)
 MF1296
 MF1296'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3156 ***********************************************************************
 ME3156  DESIGNATION -  DOWNERS GROVE RAD WCFL E MST
 ME3156  PID         -  ME3156
 ME3156  STATE/COUNTY-  IL/DU PAGE
 ME3156  USGS QUAD   -  HINSDALE (1993)
 ME3156
 ME3156                         *CURRENT SURVEY CONTROL
 ME3156  ___________________________________________________________________
 ME3156* NAD 83(1997)-  41 49 04.73879(N)    087 59 13.53279(W)     ADJUSTED  
 ME3156* NAVD 88     -                                                        
 ME3156  ___________________________________________________________________
 ME3156  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 ME3156  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME3156
 ME3156  HORZ ORDER  -  THIRD
 ME3156
 ME3156.The horizontal coordinates were established by classical geodetic methods
 ME3156.and adjusted by the National Geodetic Survey in October 1999..
 ME3156
 ME3156
 ME3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3156
 ME3156.The geoid height was determined by GEOID03.
 ME3156
 ME3156;                    North         East     Units Scale Factor Converg.
 ME3156;SPC IL E     -   571,944.166   328,767.227   MT  0.99998518   +0 13 51.1
 ME3156;SPC IL E     - 1,876,453.48  1,078,630.48   sFT  0.99998518   +0 13 51.1
 ME3156;UTM  16      - 4,630,038.296   418,018.343   MT  0.99968270   -0 39 29.5
 ME3156
 ME3156                          SUPERSEDED SURVEY CONTROL
 ME3156
 ME3156  NAD 83(1997)-  41 49 04.73911(N)    087 59 13.53339(W) AD(       ) 4
 ME3156  NAD 83(1997)-  41 49 04.74296(N)    087 59 13.54189(W) AD(       ) 4
 ME3156  NAD 83(1986)-  41 49 04.74299(N)    087 59 13.54172(W) AD(       ) 4
 ME3156  NAD 27      -  41 49 04.62900(N)    087 59 13.32100(W) AD(       ) 3
 ME3156
 ME3156.Superseded values are not recommended for survey control.
 ME3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3156.See file dsdata.txt to determine how the superseded data were derived.
 ME3156
 ME3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1801830038(NAD 83)
 ME3156_MARKER: 42 = RADIO/TV MAST
 ME3156
 ME3156  HISTORY     - Date     Condition        Report By
 ME3156  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3156  HISTORY     - 19820505 GOOD             NGS
 ME3156  HISTORY     - 1987     GOOD             USPSQD
 ME3156  HISTORY     - 19970916 MARK NOT FOUND   USPSQD
 ME3156  HISTORY     - 19980418 GOOD             USPSQD
 ME3156  HISTORY     - 20060405 MARK NOT FOUND   GEOCAC
 ME3156
 ME3156                          STATION DESCRIPTION
 ME3156
 ME3156'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3156'THE STATION IS THE CENTER OF THE TOP OF THE EAST ONE OF THREE
 ME3156'MASTS OF RADIO
 ME3156'STATION WCFL LOCATED AT 39TH AND WARWICK STREETS AT THE NORTHEAST
 ME3156'EDGE OF DOWNERS GROVE.  THE MASTS ARE
 ME3156'FOUR-LEGGED, SELF-SUPPORTING STEEL STRUCTURES ERECTED IN AN
 ME3156'EAST-WEST LINE ABOUT 200 FEET APART AND PAINTED
 ME3156'IN ALTERNATE SECTIONS OF ORANGE AND WHITE.
 ME3156'THE TWO OUTER MASTS ARE 495 FEET HIGH AND THE CENTER MAST IS 445
 ME3156'FEET HIGH.
 ME3156
 ME3156                          STATION RECOVERY (1982)
 ME3156
 ME3156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 ME3156'THE STATION WAS RECOVERED IN GOOD CONDITION AND WAS USED AS A CHECK
 ME3156'ANGLE FOR OCCUPING STTAION YORK 1956.  NO DESCRIPTION WAS AVAILABLE TO
 ME3156'COMPARE AT THIS TIME.
 ME3156
 ME3156                          STATION RECOVERY (1987)
 ME3156
 ME3156'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3156'RECOVERED IN GOOD CONDITION.
 ME3156
 ME3156                          STATION RECOVERY (1997)
 ME3156
 ME3156'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3156'MARK NOT FOUND.
 ME3156
 ME3156                          STATION RECOVERY (1998)
 ME3156
 ME3156'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME3156'RECOVERED IN GOOD CONDITION.
 ME3156
 ME3156                          STATION RECOVERY (2006)
 ME3156
 ME3156'RECOVERY NOTE BY GEOCACHING 2006 (BPS)
 ME3156'THE TOP OF THE EAST MAST HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1251 ***********************************************************************
 MF1251  DESIGNATION -  DOWNERS GROVE SOUTH D CO
 MF1251  PID         -  MF1251
 MF1251  STATE/COUNTY-  IL/DU PAGE
 MF1251  USGS QUAD   -  WHEATON (1993)
 MF1251
 MF1251                         *CURRENT SURVEY CONTROL
 MF1251  ___________________________________________________________________
 MF1251* NAD 83(1986)-  41 46 21.     (N)    088 01 06.     (W)     SCALED    
 MF1251* NAVD 88     -       227.257  (meters)     745.59   (feet)  ADJUSTED  
 MF1251  ___________________________________________________________________
 MF1251  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MF1251  DYNAMIC HT  -         227.177 (meters)     745.33  (feet)  COMP
 MF1251  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 MF1251
 MF1251  VERT ORDER  -  THIRD
 MF1251
 MF1251.The horizontal coordinates were scaled from a topographic map and have
 MF1251.an estimated accuracy of +/- 6 seconds.
 MF1251
 MF1251.The orthometric height was determined by differential leveling
 MF1251.and adjusted by the National Geodetic Survey in June 1991..
 MF1251
 MF1251.The geoid height was determined by GEOID03.
 MF1251
 MF1251.The dynamic height is computed by dividing the NAVD 88
 MF1251.geopotential number by the normal gravity value computed on the
 MF1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1251.degrees latitude (g = 980.6199 gals.).
 MF1251
 MF1251.The modeled gravity was interpolated from observed gravity values.
 MF1251
 MF1251;                    North         East    Units  Estimated Accuracy
 MF1251;SPC IL E     -   566,880.      326,190.      MT  (+/- 180 meters Scaled)
 MF1251
 MF1251                          SUPERSEDED SURVEY CONTROL
 MF1251
 MF1251.No superseded survey control is available for this station.
 MF1251
 MF1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM153250(NAD 83)
 MF1251_MARKER: I = METAL ROD
 MF1251_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1251_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1251+STABILITY: POSITION/ELEVATION WELL
 MF1251
 MF1251  HISTORY     - Date     Condition        Report By
 MF1251  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1251  HISTORY     - 19980421 GOOD             USPSQD
 MF1251
 MF1251                          STATION DESCRIPTION
 MF1251
 MF1251'DESCRIBED BY MARCHESE AND SONS 1983
 MF1251'IN DOWNERS GROVE.
 MF1251'IN DOWNERS GROVE, AT THE NORTHEAST CORNER OF DOWNERS GROVE SOUTH HIGH
 MF1251'SCHOOL, 3.8 MILES WEST ALONG 63RD STREET FROM THE JUNCTION OF STATE
 MF1251'HIGHWAY 83 AND 63RD STREET, SOUTHWEST OF THE JUNCTION OF 63RD STREET
 MF1251'AND DUNHAM AVENUE, 95.0 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK
 MF1251'ALONG 63RD STREET, 62.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MF1251'MOST EASTERLY BRICK PILLAR SUPPORTING AN ENTRANCE SIGN FOR DOWNERS
 MF1251'GROVE COMMUNITY HIGH SCHOOL, 9.7 FEET WEST OF THE EDGE OF A SIDEWALK
 MF1251'ALONG DUNHAM AVENUE, A STAINLESS STEEL ROD IN SLEEVE ENCASED IN A CAST
 MF1251'ALUMINUM CYLINDER, COVER BEING FLUSH WITH GROUND. NO DEPTH WAS GIVEN.
 MF1251
 MF1251                          STATION RECOVERY (1998)
 MF1251
 MF1251'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0639 ***********************************************************************
 LC0639  DESIGNATION -  DOWNS AZ MK
 LC0639  PID         -  LC0639
 LC0639  STATE/COUNTY-  IL/MCLEAN
 LC0639  USGS QUAD   -  HOLDER (1981)
 LC0639
 LC0639                         *CURRENT SURVEY CONTROL
 LC0639  ___________________________________________________________________
 LC0639* NAD 83(1986)-  40 22 40.     (N)    088 51 42.     (W)     SCALED    
 LC0639* NAVD 88     -       246.196  (meters)     807.73   (feet)  ADJUSTED  
 LC0639  ___________________________________________________________________
 LC0639  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0639  DYNAMIC HT  -         246.078 (meters)     807.34  (feet)  COMP
 LC0639  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 LC0639
 LC0639  VERT ORDER  -  SECOND    CLASS 0
 LC0639
 LC0639.The horizontal coordinates were scaled from a topographic map and have
 LC0639.an estimated accuracy of +/- 6 seconds.
 LC0639
 LC0639.The orthometric height was determined by differential leveling
 LC0639.and adjusted by the National Geodetic Survey in June 1991..
 LC0639
 LC0639.The geoid height was determined by GEOID03.
 LC0639
 LC0639.The dynamic height is computed by dividing the NAVD 88
 LC0639.geopotential number by the normal gravity value computed on the
 LC0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0639.degrees latitude (g = 980.6199 gals.).
 LC0639
 LC0639.The modeled gravity was interpolated from observed gravity values.
 LC0639
 LC0639;                    North         East    Units  Estimated Accuracy
 LC0639;SPC IL E     -   412,080.      255,130.      MT  (+/- 180 meters Scaled)
 LC0639
 LC0639                          SUPERSEDED SURVEY CONTROL
 LC0639
 LC0639  NGVD 29 (??/??/92)  246.251  (m)          807.91   (f) ADJ UNCH    2 0
 LC0639
 LC0639.Superseded values are not recommended for survey control.
 LC0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0639.See file dsdata.txt to determine how the superseded data were derived.
 LC0639
 LC0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK419713(NAD 83)
 LC0639_MARKER: DZ = AZIMUTH MARK DISK
 LC0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0639_STAMPING: DOWNS 1959
 LC0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0639+STABILITY: SURFACE MOTION
 LC0639
 LC0639  HISTORY     - Date     Condition        Report By
 LC0639  HISTORY     - 1959     MONUMENTED       CGS
 LC0639
 LC0639                          STATION DESCRIPTION
 LC0639
 LC0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0639'1.6 MI S FROM DOWNS.
 LC0639'ABOUT 0.1 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0639'THE STATION AT DOWNS, THENCE 1.25 MILES SOUTH ALONG AN ASPHALT
 LC0639'ROAD, THENCE 0.2 MILE EAST ALONG A GRAVEL ROAD, AT THE JUNCTION
 LC0639'OF A DRIVEWAY SOUTH TO A FARM BARN LOT, 14 FEET NORTH OF THE
 LC0639'CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 49 FEET EAST OF
 LC0639'THE EXTENDED CENTER LINE OF THE DRIVEWAY, 56 FEET NORTHEAST OF THE
 LC0639'EAST END OF A METAL GATE, 2.0 FEET EAST OF A METAL WITNESS POST,
 LC0639'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0639'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0641 ***********************************************************************
 LC0641  DESIGNATION -  DOWNS RESET
 LC0641  PID         -  LC0641
 LC0641  STATE/COUNTY-  IL/MCLEAN
 LC0641  USGS QUAD   -  HOLDER (1981)
 LC0641
 LC0641                         *CURRENT SURVEY CONTROL
 LC0641  ___________________________________________________________________
 LC0641* NAD 83(1997)-  40 22 39.63581(N)    088 51 36.11712(W)     ADJUSTED  
 LC0641* NAVD 88     -       246.266  (meters)     807.96   (feet)  ADJUSTED  
 LC0641  ___________________________________________________________________
 LC0641  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 LC0641  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0641  DYNAMIC HT  -         246.148 (meters)     807.57  (feet)  COMP
 LC0641  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 LC0641
 LC0641  HORZ ORDER  -  SECOND
 LC0641  VERT ORDER  -  SECOND    CLASS 0
 LC0641
 LC0641.The horizontal coordinates were established by classical geodetic methods
 LC0641.and adjusted by the National Geodetic Survey in October 1999..
 LC0641
 LC0641.The orthometric height was determined by differential leveling
 LC0641.and adjusted by the National Geodetic Survey in June 1991..
 LC0641
 LC0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0641
 LC0641.The geoid height was determined by GEOID03.
 LC0641
 LC0641.The dynamic height is computed by dividing the NAVD 88
 LC0641.geopotential number by the normal gravity value computed on the
 LC0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0641.degrees latitude (g = 980.6199 gals.).
 LC0641
 LC0641.The modeled gravity was interpolated from observed gravity values.
 LC0641
 LC0641;                    North         East     Units Scale Factor Converg.
 LC0641;SPC IL E     -   412,069.001   255,272.910   MT  0.99999962   -0 20 28.4
 LC0641;SPC IL E     - 1,351,929.71    837,507.87   sFT  0.99999962   -0 20 28.4
 LC0641;UTM  16      - 4,471,337.674   342,101.848   MT  0.99990691   -1 12 18.8
 LC0641
 LC0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0641!SPC IL E     -   0.99996638  x   0.99999962  =   0.99996600
 LC0641!UTM  16      -   0.99996638  x   0.99990691  =   0.99987330
 LC0641
 LC0641|---------------------------------------------------------------------|
 LC0641| PID    Reference Object                     Distance      Geod. Az  |
 LC0641|                                                           dddmmss.s |
 LC0641| LC0642 DOWNS RM 2                           15.663 METERS 09111     |
 LC0641| CI6924 DOWNS RM 3                            4.691 METERS 26654     |
 LC0641| LC0640 DOWNS RM 1                           16.799 METERS 27013     |
 LC0641| LC0639 DOWNS AZ MK                                        2722215.4 |
 LC0641| CI6925 DOWNS RM 4                           11.070 METERS 34324     |
 LC0641|---------------------------------------------------------------------|
 LC0641
 LC0641                          SUPERSEDED SURVEY CONTROL
 LC0641
 LC0641  NAD 83(1986)-  40 22 39.64724(N)    088 51 36.11731(W) AD(       ) 2
 LC0641  NAD 27      -  40 22 39.52020(N)    088 51 35.85200(W) AD(       ) 2
 LC0641  NGVD 29 (??/??/92)  246.32   (m)          808.1    (f) COMPUTED    2 0
 LC0641
 LC0641.Superseded values are not recommended for survey control.
 LC0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0641.See file dsdata.txt to determine how the superseded data were derived.
 LC0641
 LC0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4210271338(NAD 83)
 LC0641_MARKER: DS = TRIANGULATION STATION DISK
 LC0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0641_STAMPING: DOWNS 1959
 LC0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0641+STABILITY: SURFACE MOTION
 LC0641
 LC0641  HISTORY     - Date     Condition        Report By
 LC0641  HISTORY     - 1959     MONUMENTED       CGS
 LC0641  HISTORY     - 1979     SEE DESCRIPTION  NGS
 LC0641  HISTORY     - 1979     GOOD             NGS
 LC0641
 LC0641                          STATION DESCRIPTION
 LC0641
 LC0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0641'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHEAST
 LC0641'OF DOWNS AND 5-1/2 MILES NORTHWEST OF LE ROY.
 LC0641'
 LC0641'TO REACH THE STATION FROM THE POST OFFICE IN DOWNS, GO SOUTH,
 LC0641'EAST AND SOUTH ON SURFACED ROAD FOR 1.35 MILES TO A CROSSROADS,
 LC0641'TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.45 MILE TO STATION
 LC0641'ON THE RIGHT AS DESCRIBED.
 LC0641'
 LC0641'THE STATION MARK IS 17.5 FEET SOUTH OF THE APPROXIMATE CENTER
 LC0641'OF A GRAVEL ROAD, 16.6 FEET EAST OF A TELEPHONE POLE, 1.6 FEET
 LC0641'NORTHEAST OF A WITNESS POST AND 0.5 FOOT NORTH OF FENCE.
 LC0641'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12 INCH
 LC0641'CONCRETE POST WHICH PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LC0641'DOWNS 1959.
 LC0641'
 LC0641'REFERENCE MARK NO. 1 IS 39 FEET WEST OF A TELEPHONE POLE,
 LC0641'17.6 FEET SOUTH OF A GRAVEL ROAD AND 0.5 FOOT NORTH OF FENCE.
 LC0641'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP OF A
 LC0641'12 X 12 INCH CONCRETE POST WHICH PROJECTS 4 INCHES AND THE
 LC0641'DISK IS STAMPED DOWNS NO. 1 1959.
 LC0641'
 LC0641'REFERENCE MARK NO. 2 IS 53 FEET EAST OF A WITNESS POST, 18
 LC0641'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVEL ROAD AND
 LC0641'0.5 FOOT NORTH OF A FENCE.  THE MARK IS A STANDARD REFERENCE
 LC0641'MARK DISK SET IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH
 LC0641'PROJECTS 3 INCHES AND THE DISK IS STAMPED DOWNS NO. 2 1959.
 LC0641'
 LC0641'AZIMUTH MARK IS 54 FEET NORTHEAST OF THE CENTER OF A DRIVE WAY,
 LC0641'13 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVEL ROAD,
 LC0641'2 FEET EAST OF A WITNESS POST AND 0.5 FOOT SOUTH OF A FENCE.
 LC0641'THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP
 LC0641'OF A 12 X 12 CONCRETE POST WHICH PROJECTS 3 INCHES AND THE
 LC0641'DISK IS STAMPED DOWNS 1959.
 LC0641'
 LC0641'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2
 LC0641'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LC0641
 LC0641                          STATION RECOVERY (1979)
 LC0641
 LC0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0641'STATION MARK, REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED.  THE
 LC0641'STATION MARK UNDERGROUND MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD
 LC0641'SHAPE.  A NEW STATION MARK WAS SET HOLDING THE PLUMB POINT OF THE
 LC0641'UNDERGROUND MARK.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 LC0641'
 LC0641'DUE TO ROAD CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LC0641'
 LC0641'THE STATION IS ABOUT 1.25 MILE SSE OF DOWNS AND ON THE SOUTH SIDE OF
 LC0641'A PAVED ROAD.  IT IS 17 FEET S OF THE CENTERLINE OF THE PAVED ROAD,
 LC0641'16.6 FEET E OF A POWER LINE POLE AND 1.5 FEET E OF A METAL WITNESS
 LC0641'POST.  THE MARK IS FLUSH AND THE DISK STAMPED DOWNS 1959 1979.
 LC0641'
 LC0641'REFERENCE MARK 3 IS 17.5 FEET S OF THE CENTERLINE OF THE ROAD, 14
 LC0641'FEET W OF THE METAL WITNESS POST AND 1 FOOT E OF THE POWERLINE
 LC0641'POLE.  THE MARK IS FLUSH AND THE DISK STAMPED DOWNS 1959 NO 3 1979.
 LC0641'
 LC0641'REFERENCE MARK 4 IS 36 FEET N OF THE POWERLINE POLE, 35 FEET NNW OF
 LC0641'THE METAL WITNESS POST AND 18 FEET N OF THE CENTERLINE OF THE
 LC0641'ROAD.  THE MARK IS FLUSH AND THE DISK STAMPED DOWNS 1959 NO 4 1979.
 LC0641'
 LC0641'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 74 AND
 LC0641'SEMINARY STREET AT THE SOUTH EDGE OF DOWNS, GO SOUTH AND SOUTHWEST ON
 LC0641'PAVED ROAD FOR 0.45 MILE TO A CROSSROADS.  TURN LEFT, GO S ON PAVED
 LC0641'ROAD FOR 0.5 MILE TO A ROAD LEFT.  TURN LEFT GO E ON PAVED ROAD FOR
 LC0641'0.75 MILE TO A CROSSROAD.  CONTINUE AHEAD E ON THE ROAD FOR 0.2 MILE
 LC0641'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.2 TO STATION AS
 LC0641'DESCRIBED.
 LC0641'
 LC0641'THE AZIMUTH MARK IS 48 FEET E OF THE CENTERLINE OF AN EXTENDED DRIVE
 LC0641'TO AN BURNED DOWN HOUSE AND 14 FEET N OF CENTERLINE OF THE ROAD.  THE
 LC0641'MARK PROJECTS 8 INCHES AND THE DISK STAMPED DOWNS 1959.
 LC0641
 LC0641                          STATION RECOVERY (1979)
 LC0641
 LC0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LC0641'1.7 MI S FROM DOWNS.
 LC0641'ABOUT 0.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0641'FROM THE STATION AT DOWNS, THENCE 1.25 MILES SOUTH ALONG AN
 LC0641'ASPHALT ROAD, THENCE 0.35 MILE EAST ALONG A GRAVEL ROAD, ABOUT
 LC0641'0.25 MILE WEST OF A DRIVEWAY SOUTH TO A FARM HOUSE, 17 1/2 FEET
 LC0641'SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE,
 LC0641'17 FEET EAST OF THE THIRD POWER POLE WEST OF A T-FENCE CORNER AND
 LC0641'WHICH IS ALSO THE THIRD POWER POLE EAST OF ANOTHER T-FENCE CORNER,
 LC0641'1.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 LC0641'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0641'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0640 ***********************************************************************
 LC0640  DESIGNATION -  DOWNS RM 1
 LC0640  PID         -  LC0640
 LC0640  STATE/COUNTY-  IL/MCLEAN
 LC0640  USGS QUAD   -  HOLDER (1981)
 LC0640
 LC0640                         *CURRENT SURVEY CONTROL
 LC0640  ___________________________________________________________________
 LC0640* NAD 83(1986)-  40 22 39.     (N)    088 51 35.     (W)     SCALED    
 LC0640* NAVD 88     -       246.418  (meters)     808.46   (feet)  ADJUSTED  
 LC0640  ___________________________________________________________________
 LC0640  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0640  DYNAMIC HT  -         246.299 (meters)     808.07  (feet)  COMP
 LC0640  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 LC0640
 LC0640  VERT ORDER  -  SECOND    CLASS 0
 LC0640
 LC0640.The horizontal coordinates were scaled from a topographic map and have
 LC0640.an estimated accuracy of +/- 6 seconds.
 LC0640
 LC0640.The orthometric height was determined by differential leveling
 LC0640.and adjusted by the National Geodetic Survey in June 1991..
 LC0640
 LC0640.The geoid height was determined by GEOID03.
 LC0640
 LC0640.The dynamic height is computed by dividing the NAVD 88
 LC0640.geopotential number by the normal gravity value computed on the
 LC0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0640.degrees latitude (g = 980.6199 gals.).
 LC0640
 LC0640.The modeled gravity was interpolated from observed gravity values.
 LC0640
 LC0640;                    North         East    Units  Estimated Accuracy
 LC0640;SPC IL E     -   412,050.      255,300.      MT  (+/- 180 meters Scaled)
 LC0640
 LC0640                          SUPERSEDED SURVEY CONTROL
 LC0640
 LC0640  NGVD 29 (??/??/92)  246.472  (m)          808.63   (f) ADJ UNCH    2 0
 LC0640
 LC0640.Superseded values are not recommended for survey control.
 LC0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0640.See file dsdata.txt to determine how the superseded data were derived.
 LC0640
 LC0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK421713(NAD 83)
 LC0640_MARKER: DR = REFERENCE MARK DISK
 LC0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0640_STAMPING: DOWNS NO 1 1959
 LC0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0640+STABILITY: SURFACE MOTION
 LC0640
 LC0640  HISTORY     - Date     Condition        Report By
 LC0640  HISTORY     - 1959     MONUMENTED       CGS
 LC0640
 LC0640                          STATION DESCRIPTION
 LC0640
 LC0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0640'1.7 MI S FROM DOWNS.
 LC0640'ABOUT 0.1 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0640'THE STATION AT DOWNS, THENCE 1.25 MILES SOUTH ALONG AN ASPHALT
 LC0640'ROAD, THENCE 0.25 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.25 MILE
 LC0640'WEST OF A DRIVEWAY SOUTH TO A FARM HOUSE, 18 FEET SOUTH OF THE
 LC0640'CENTER LINE OF THE ROAD, 1/2 FOOT NORTH OF A FENCE, 38 1/2 FEET
 LC0640'WEST OF THE THIRD POWER POLE WEST OF A T-FENCE CORNER AND WHICH
 LC0640'IS ALSO THE THIRD POWER POLE ESAT OF ANOTHER T-FENCE CORNER,
 LC0640'55.1 FEET WEST OF TRIANGULATION STATION DOWNS, 53.7 FEET WEST
 LC0640'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 LC0640'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0642 ***********************************************************************
 LC0642  DESIGNATION -  DOWNS RM 2
 LC0642  PID         -  LC0642
 LC0642  STATE/COUNTY-  IL/MCLEAN
 LC0642  USGS QUAD   -  HOLDER (1981)
 LC0642
 LC0642                         *CURRENT SURVEY CONTROL
 LC0642  ___________________________________________________________________
 LC0642* NAD 83(1986)-  40 22 39.     (N)    088 51 35.     (W)     SCALED    
 LC0642* NAVD 88     -       246.131  (meters)     807.51   (feet)  ADJUSTED  
 LC0642  ___________________________________________________________________
 LC0642  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0642  DYNAMIC HT  -         246.012 (meters)     807.12  (feet)  COMP
 LC0642  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 LC0642
 LC0642  VERT ORDER  -  SECOND    CLASS 0
 LC0642
 LC0642.The horizontal coordinates were scaled from a topographic map and have
 LC0642.an estimated accuracy of +/- 6 seconds.
 LC0642
 LC0642.The orthometric height was determined by differential leveling
 LC0642.and adjusted by the National Geodetic Survey in June 1991..
 LC0642
 LC0642.The geoid height was determined by GEOID03.
 LC0642
 LC0642.The dynamic height is computed by dividing the NAVD 88
 LC0642.geopotential number by the normal gravity value computed on the
 LC0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0642.degrees latitude (g = 980.6199 gals.).
 LC0642
 LC0642.The modeled gravity was interpolated from observed gravity values.
 LC0642
 LC0642;                    North         East    Units  Estimated Accuracy
 LC0642;SPC IL E     -   412,050.      255,300.      MT  (+/- 180 meters Scaled)
 LC0642
 LC0642                          SUPERSEDED SURVEY CONTROL
 LC0642
 LC0642  NGVD 29 (??/??/92)  246.186  (m)          807.70   (f) ADJ UNCH    2 0
 LC0642
 LC0642.Superseded values are not recommended for survey control.
 LC0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0642.See file dsdata.txt to determine how the superseded data were derived.
 LC0642
 LC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK421713(NAD 83)
 LC0642_MARKER: DR = REFERENCE MARK DISK
 LC0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0642_STAMPING: DOWNS NO 2 1959
 LC0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0642+STABILITY: SURFACE MOTION
 LC0642
 LC0642  HISTORY     - Date     Condition        Report By
 LC0642  HISTORY     - 1959     MONUMENTED       CGS
 LC0642
 LC0642                          STATION DESCRIPTION
 LC0642
 LC0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0642'1.7 MI S FROM DOWNS.
 LC0642'ABOUT 0.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0642'FROM THE STATION AT DOWNS, THENCE 1.25 MILES SOUTH ALONG AN
 LC0642'ASPHALT ROAD, THENCE 0.35 MILES EAST ALONG A GRAVEL ROAD, ABOUT
 LC0642'0.25 MILE WEST OF A DRIVEWAY SOUTH TO A FARM HOUSE, 18 1/2 FEET
 LC0642'SOUTH OF THE CENTER LINE OF THE ROAD, 1/2 FOOT NORTH OF A FENCE,
 LC0642'68 FEET EAST OF THE THIRD POWER POLE WEST OF A T-FENCE CORNER
 LC0642'AND WHICH IS ALSO THE THIRD POWER POLE EAST OF ANOTHER T-FENCE
 LC0642'CORNER, 51.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 LC0642'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0642'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0224 ***********************************************************************
 MG0224  DESIGNATION -  DOYLE
 MG0224  PID         -  MG0224
 MG0224  STATE/COUNTY-  IL/KNOX
 MG0224  USGS QUAD   -  WATAGA (1982)
 MG0224
 MG0224                         *CURRENT SURVEY CONTROL
 MG0224  ___________________________________________________________________
 MG0224* NAD 83(1997)-  41 07 27.35150(N)    090 19 24.96393(W)     ADJUSTED  
 MG0224* NAVD 88     -       239.599  (meters)     786.08   (feet)  ADJUSTED  
 MG0224  ___________________________________________________________________
 MG0224  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 MG0224  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0224  DYNAMIC HT  -         239.497 (meters)     785.75  (feet)  COMP
 MG0224  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 MG0224
 MG0224  HORZ ORDER  -  SECOND
 MG0224  VERT ORDER  -  SECOND    CLASS 0
 MG0224
 MG0224.The horizontal coordinates were established by classical geodetic methods
 MG0224.and adjusted by the National Geodetic Survey in October 1999..
 MG0224
 MG0224.The orthometric height was determined by differential leveling
 MG0224.and adjusted by the National Geodetic Survey in June 1991..
 MG0224
 MG0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0224
 MG0224.The geoid height was determined by GEOID03.
 MG0224
 MG0224.The dynamic height is computed by dividing the NAVD 88
 MG0224.geopotential number by the normal gravity value computed on the
 MG0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0224.degrees latitude (g = 980.6199 gals.).
 MG0224
 MG0224.The modeled gravity was interpolated from observed gravity values.
 MG0224
 MG0224;                    North         East     Units Scale Factor Converg.
 MG0224;SPC IL W     -   494,836.771   686,821.895   MT  0.99994331   -0 06 11.6
 MG0224;SPC IL W     - 1,623,476.97  2,253,348.17   sFT  0.99994331   -0 06 11.6
 MG0224;UTM  15      - 4,556,004.366   724,677.144   MT  1.00022132   +1 45 39.6
 MG0224
 MG0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0224!SPC IL W     -   0.99996756  x   0.99994331  =   0.99991087
 MG0224!UTM  15      -   0.99996756  x   1.00022132  =   1.00018887
 MG0224
 MG0224|---------------------------------------------------------------------|
 MG0224| PID    Reference Object                     Distance      Geod. Az  |
 MG0224|                                                           dddmmss.s |
 MG0224| MG0225 DOYLE RM 1                           17.063 METERS 09108     |
 MG0224| MG0229 DOYLE AZ MK                                        1775513.2 |
 MG0224| MG0658 DOYLE RM 3                           16.990 METERS 18039     |
 MG0224| MG0226 DOYLE RM 2                           16.980 METERS 18040     |
 MG0224| MG0707 RIO MUNICIPAL TANK                  APPROX. 6.7 KM 2544648.8 |
 MG0224|---------------------------------------------------------------------|
 MG0224
 MG0224                          SUPERSEDED SURVEY CONTROL
 MG0224
 MG0224  NAD 83(1997)-  41 07 27.35147(N)    090 19 24.96413(W) AD(       ) 2
 MG0224  NAD 83(1986)-  41 07 27.35448(N)    090 19 24.98047(W) AD(       ) 2
 MG0224  NAD 27      -  41 07 27.22480(N)    090 19 24.52910(W) AD(       ) 2
 MG0224  NGVD 29 (??/??/92)  239.654  (m)          786.26   (f) ADJ UNCH    2 0
 MG0224
 MG0224.Superseded values are not recommended for survey control.
 MG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0224.See file dsdata.txt to determine how the superseded data were derived.
 MG0224
 MG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2467756004(NAD 83)
 MG0224_MARKER: DS = TRIANGULATION STATION DISK
 MG0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0224_STAMPING: DOYLE 1959
 MG0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0224+STABILITY: SURFACE MOTION
 MG0224
 MG0224  HISTORY     - Date     Condition        Report By
 MG0224  HISTORY     - 1959     MONUMENTED       CGS
 MG0224  HISTORY     - 1959     GOOD             CGS
 MG0224  HISTORY     - 1975     GOOD             USGS
 MG0224  HISTORY     - 1976     GOOD             NGS
 MG0224  HISTORY     - 1976     GOOD             USGS
 MG0224  HISTORY     - 19971124 GOOD             USPSQD
 MG0224
 MG0224                          STATION DESCRIPTION
 MG0224
 MG0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0224'STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF RIO AND 3.7
 MG0224'MILES SOUTH OF WOODHULL.
 MG0224'
 MG0224'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND STATE
 MG0224'HIGHWAY NO. 17 JUST SOUTHWEST OF WATER TANK IN THE SOUTH EDGE
 MG0224'OF WOODHULL, GO WEST ON STATE HIGHWAY NO. 17 FOR 0.45 MILE TO A
 MG0224'CROSSROADS, TURN LEFT AND GO SOUTH FOR 3.8 MILES TO NORTHWEST
 MG0224'CORNER OF FARM GROVE ON LEFT AND STATION ON RIGHT AS DESCRIBED.
 MG0224'
 MG0224'STATION MARK, A STANDARD DISK STAMPED DOYLE 1959, IS SET IN
 MG0224'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 MG0224'THE MARK IS 27 FEET WEST OF APPROXIMATE CENTER OF ROAD, 2.6
 MG0224'FEET SOUTHEAST OF WITNESS POST AND 2.4 FEET EAST OF FENCE
 MG0224'LINE.
 MG0224'
 MG0224'REFERENCE MARK NUMBER 1, IS A STANDARD DISK STAMPED DOYLE NO.
 MG0224'1 1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0224'ABOUT 2 INCHES.  THE MARK IS 30 FEET EAST OF CENTER OF ROAD,
 MG0224'28 FEET SOUTH OF FENCE CORNER AND 1.3 FEET WEST OF FENCE LINE.
 MG0224'
 MG0224'REFERENCE MARK NUMBER 2, IS A STANDARD DISK STAMPED DOYLE NO.
 MG0224'2 1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0224'ABOUT 4 INCHES.  THE MARK IS 29 FEET EAST OF CENTER OF ROAD,
 MG0224'2 FEET WEST OF FENCE LINE, 1.8 FEET WEST OF WITNESS POST AND
 MG0224'6.6 FEET NORTH OF TELEPHONE POLE.
 MG0224'
 MG0224'TO REACH AZIMUTH MARK FROM STATION GO SOUTH 0.2 MILE TO AZIMUTH
 MG0224'MARK ON EAST SIDE OF ROAD AS DESCRIBED.
 MG0224'
 MG0224'AZIMUTH MARK IS A STANDARD DISK STAMPED DOYLE 1959, IS SET IN A
 MG0224'10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 MG0224'THE MARK IS 29 FEET EAST OF CENTER OF ROAD, 2 FEET WEST OF
 MG0224'FENCE LINE, 1.8 FEET WEST OF WITNESS POST AND 6.6 FEET NORTH OF
 MG0224'TELEPHONE POLE.
 MG0224'
 MG0224'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MG0224
 MG0224                          STATION RECOVERY (1959)
 MG0224
 MG0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MG0224'4.3 MI S FROM WOODHULL.
 MG0224'ABOUT 0.4 MILES WEST ALONG STATE HIGHY 17 FROM THE CITY WATER
 MG0224'TANK AT WOODHULL, THENCE 3.9 MILES SOUTH ALONG A DIRT AND
 MG0224'GRAVEL ROAD, 28.5 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MG0224'2.3 FEET EAST OF FENCE LINE, 63.8 FEET WEST-SOUTHWEST AND
 MG0224'ACROSS THE ROAD FROM A FENCE CORNER, 2.6 FEET SOUTHEAST OF A
 MG0224'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 MG0224'OF A CONCRETE POST PROJECTING 3 INCHES.
 MG0224
 MG0224                          STATION RECOVERY (1975)
 MG0224
 MG0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JWO)
 MG0224'REFERENCE MARK 2 FOUND DESTROYED.
 MG0224
 MG0224                          STATION RECOVERY (1976)
 MG0224
 MG0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MG0224'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND IN GOOD
 MG0224'CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE DISK SHEARED OFF.
 MG0224'REFERENCE MARK 3 WAS SET USING THE SAME MONUMENT REFERENCE MARK 2
 MG0224'WAS SET IN.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 MG0224'CHECKED.  THE 1959 DESCRIPTION AND TO REACH ARE ADEQUATE WITH THE
 MG0224'FOLLOWING CHANGES.
 MG0224'
 MG0224'REFERENCE MARK 3 IS 29 FEET WEST OF THE CENTERLINE OF ROAD, 2 FEET
 MG0224'EAST OF A FENCELINE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 MG0224'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DOYLE 1959 NO 3
 MG0224'1976.
 MG0224'
 MG0224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHEAST
 MG0224'OF RIO.
 MG0224'
 MG0224'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MG0224
 MG0224                          STATION RECOVERY (1976)
 MG0224
 MG0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MG0224'RECOVERED IN GOOD CONDITION.
 MG0224
 MG0224                          STATION RECOVERY (1997)
 MG0224
 MG0224'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0229 ***********************************************************************
 MG0229  DESIGNATION -  DOYLE AZ MK
 MG0229  PID         -  MG0229
 MG0229  STATE/COUNTY-  IL/KNOX
 MG0229  USGS QUAD   -  WATAGA (1982)
 MG0229
 MG0229                         *CURRENT SURVEY CONTROL
 MG0229  ___________________________________________________________________
 MG0229* NAD 83(1986)-  41 07 12.     (N)    090 19 23.     (W)     SCALED    
 MG0229* NAVD 88     -       236.856  (meters)     777.09   (feet)  ADJUSTED  
 MG0229  ___________________________________________________________________
 MG0229  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0229  DYNAMIC HT  -         236.755 (meters)     776.75  (feet)  COMP
 MG0229  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 MG0229
 MG0229  VERT ORDER  -  SECOND    CLASS 0
 MG0229
 MG0229.The horizontal coordinates were scaled from a topographic map and have
 MG0229.an estimated accuracy of +/- 6 seconds.
 MG0229
 MG0229.The orthometric height was determined by differential leveling
 MG0229.and adjusted by the National Geodetic Survey in June 1991..
 MG0229
 MG0229.The geoid height was determined by GEOID03.
 MG0229
 MG0229.The dynamic height is computed by dividing the NAVD 88
 MG0229.geopotential number by the normal gravity value computed on the
 MG0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0229.degrees latitude (g = 980.6199 gals.).
 MG0229
 MG0229.The modeled gravity was interpolated from observed gravity values.
 MG0229
 MG0229;                    North         East    Units  Estimated Accuracy
 MG0229;SPC IL W     -   494,360.      686,870.      MT  (+/- 180 meters Scaled)
 MG0229
 MG0229                          SUPERSEDED SURVEY CONTROL
 MG0229
 MG0229  NGVD 29 (??/??/92)  236.911  (m)          777.27   (f) ADJ UNCH    2 0
 MG0229
 MG0229.Superseded values are not recommended for survey control.
 MG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0229.See file dsdata.txt to determine how the superseded data were derived.
 MG0229
 MG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF247555(NAD 83)
 MG0229_MARKER: DZ = AZIMUTH MARK DISK
 MG0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0229_STAMPING: DOYLE 1959
 MG0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0229+STABILITY: SURFACE MOTION
 MG0229
 MG0229  HISTORY     - Date     Condition        Report By
 MG0229  HISTORY     - 1959     MONUMENTED       CGS
 MG0229  HISTORY     - 1976     GOOD             USGS
 MG0229  HISTORY     - 19971124 GOOD             USPSQD
 MG0229
 MG0229                          STATION DESCRIPTION
 MG0229
 MG0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0229'4.5 MI S FROM WOODHULL.
 MG0229'ABOUT 0.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0229'TANK AT WOODHULL, THENCE 4.1 MILES SOUTH ALONG A DIRT AND
 MG0229'GRAVEL ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MG0229'2 FEET WEST OF FENCE LINE, 62.9 FEET NORTHEAST AND ACROSS THE
 MG0229'ROAD FROM A POWER POLE WHICH IS THE FOURTH POLE SOUTH OF A
 MG0229'JUNCTION OF A ROAD TO THE WEST, 1.9 FEET NORTHWEST OF A METAL
 MG0229'WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 MG0229'CONCRETE POST PROJECTING 5 INCHES.
 MG0229
 MG0229                          STATION RECOVERY (1976)
 MG0229
 MG0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MG0229'RECOVERED IN GOOD CONDITION.
 MG0229
 MG0229                          STATION RECOVERY (1997)
 MG0229
 MG0229'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0225 ***********************************************************************
 MG0225  DESIGNATION -  DOYLE RM 1
 MG0225  PID         -  MG0225
 MG0225  STATE/COUNTY-  IL/KNOX
 MG0225  USGS QUAD   -  WATAGA (1982)
 MG0225
 MG0225                         *CURRENT SURVEY CONTROL
 MG0225  ___________________________________________________________________
 MG0225* NAD 83(1986)-  41 07 27.     (N)    090 19 24.     (W)     SCALED    
 MG0225* NAVD 88     -       239.955  (meters)     787.25   (feet)  ADJUSTED  
 MG0225  ___________________________________________________________________
 MG0225  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0225  DYNAMIC HT  -         239.853 (meters)     786.92  (feet)  COMP
 MG0225  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 MG0225
 MG0225  VERT ORDER  -  SECOND    CLASS 0
 MG0225
 MG0225.The horizontal coordinates were scaled from a topographic map and have
 MG0225.an estimated accuracy of +/- 6 seconds.
 MG0225
 MG0225.The orthometric height was determined by differential leveling
 MG0225.and adjusted by the National Geodetic Survey in June 1991..
 MG0225
 MG0225.The geoid height was determined by GEOID03.
 MG0225
 MG0225.The dynamic height is computed by dividing the NAVD 88
 MG0225.geopotential number by the normal gravity value computed on the
 MG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0225.degrees latitude (g = 980.6199 gals.).
 MG0225
 MG0225.The modeled gravity was interpolated from observed gravity values.
 MG0225
 MG0225;                    North         East    Units  Estimated Accuracy
 MG0225;SPC IL W     -   494,830.      686,840.      MT  (+/- 180 meters Scaled)
 MG0225
 MG0225                          SUPERSEDED SURVEY CONTROL
 MG0225
 MG0225  NGVD 29 (??/??/92)  240.010  (m)          787.43   (f) ADJ UNCH    2 0
 MG0225
 MG0225.Superseded values are not recommended for survey control.
 MG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0225.See file dsdata.txt to determine how the superseded data were derived.
 MG0225
 MG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF247559(NAD 83)
 MG0225_MARKER: DR = REFERENCE MARK DISK
 MG0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0225_STAMPING: DOYLE NO 1 1959
 MG0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0225+STABILITY: SURFACE MOTION
 MG0225
 MG0225  HISTORY     - Date     Condition        Report By
 MG0225  HISTORY     - 1959     MONUMENTED       CGS
 MG0225  HISTORY     - 1976     GOOD             USGS
 MG0225  HISTORY     - 19971124 GOOD             USPSQD
 MG0225
 MG0225                          STATION DESCRIPTION
 MG0225
 MG0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0225'4.3 MI S FROM WOODHULL.
 MG0225'ABOUT 0.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0225'TANK AT WOODHULL, THENCE 3.9 MILES SOUTH ALONG A DIRT AND
 MG0225'GRAVEL ROAD, 29.1 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MG0225'27.8 FEET SOUTH OF A FENCE CORNER, 1.3 FEET WEST OF FENCE LINE,
 MG0225'26.0 FEET EAST OF TRIANGUALTION STATION DOYLE, 57.6 FEET EAST
 MG0225'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN
 MG0225'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MG0225
 MG0225                          STATION RECOVERY (1976)
 MG0225
 MG0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 MG0225'RECOVERED IN GOOD CONDITION.
 MG0225
 MG0225                          STATION RECOVERY (1997)
 MG0225
 MG0225'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0658 ***********************************************************************
 MG0658  DESIGNATION -  DOYLE RM 3
 MG0658  PID         -  MG0658
 MG0658  STATE/COUNTY-  IL/KNOX
 MG0658  USGS QUAD   -  WATAGA (1982)
 MG0658
 MG0658                         *CURRENT SURVEY CONTROL
 MG0658  ___________________________________________________________________
 MG0658* NAD 83(1986)-  41 07 27.     (N)    090 19 24.     (W)     SCALED    
 MG0658* NAVD 88     -       239.62   (+/-2cm)     786.2    (feet)  VERTCON   
 MG0658  ___________________________________________________________________
 MG0658  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0658
 MG0658  VERT ORDER  -  THIRD (See Below)
 MG0658
 MG0658.The horizontal coordinates were scaled from a topographic map and have
 MG0658.an estimated accuracy of +/- 6 seconds.
 MG0658
 MG0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0658.The vertical order pertains to the NGVD 29 superseded value.
 MG0658
 MG0658.The geoid height was determined by GEOID03.
 MG0658
 MG0658;                    North         East    Units  Estimated Accuracy
 MG0658;SPC IL W     -   494,830.      686,840.      MT  (+/- 180 meters Scaled)
 MG0658
 MG0658                          SUPERSEDED SURVEY CONTROL
 MG0658
 MG0658  NGVD 29 (03/28/06)  239.68   (m)          786.4    (f) RESET       3  
 MG0658
 MG0658.Superseded values are not recommended for survey control.
 MG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0658.See file dsdata.txt to determine how the superseded data were derived.
 MG0658
 MG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF247559(NAD 83)
 MG0658_MARKER: DR = REFERENCE MARK DISK
 MG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0658_STAMPING: DOYLE 1959 NO 3 1976
 MG0658_PROJECTION: FLUSH
 MG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0658+STABILITY: SURFACE MOTION
 MG0658
 MG0658  HISTORY     - Date     Condition        Report By
 MG0658  HISTORY     - 1976     MONUMENTED       NGS
 MG0658  HISTORY     - 19971124 GOOD             USPSQD
 MG0658
 MG0658                          STATION DESCRIPTION
 MG0658
 MG0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 MG0658'4.2 MI NE FROM RIO.
 MG0658'FROM THE SOUTH EDGE OF WOODHULL AT THE SOUTHWEST EDGE OF THE WATER
 MG0658'TANK, GO WEST ON STATE HIGHWAY 17 FOR 0.45 MILE TO A CROSSROADS,
 MG0658'THENCE SOUTH FOR 3.8 MILES TO THE MONUMENT ON THE RIGHT, 29 FEET WEST
 MG0658'OF CENTERLINE OF THE ROAD 2.0 FEET EAST OF FENCELINE.
 MG0658'THE MARK IS 1 FT  N FROM A WITNESS POST.
 MG0658'THE MARK IS 2 FT ABOVE ROAD.
 MG0658
 MG0658                          STATION RECOVERY (1997)
 MG0658
 MG0658'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8310 ***********************************************************************
 AJ8310  PACS        -  This is a Primary Airport Control Station.
 AJ8310  DESIGNATION -  DPA A
 AJ8310  PID         -  AJ8310
 AJ8310  STATE/COUNTY-  IL/DU PAGE
 AJ8310  USGS QUAD   -  WEST CHICAGO (1993)
 AJ8310
 AJ8310                         *CURRENT SURVEY CONTROL
 AJ8310  ___________________________________________________________________
 AJ8310* NAD 83(1997)-  41 55 01.72559(N)    088 14 50.50713(W)     ADJUSTED  
 AJ8310* NAVD 88     -       231.20   (meters)     758.5    (feet)  GPS OBS   
 AJ8310  ___________________________________________________________________
 AJ8310  X           -     145,377.349 (meters)                     COMP
 AJ8310  Y           -  -4,751,075.570 (meters)                     COMP
 AJ8310  Z           -   4,238,892.655 (meters)                     COMP
 AJ8310  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AJ8310  ELLIP HEIGHT-         198.01  (meters)          (09/22/04) GPS OBS
 AJ8310  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AJ8310
 AJ8310  HORZ ORDER  -  B
 AJ8310  ELLP ORDER  -  FOURTH    CLASS I
 AJ8310
 AJ8310.This mark is at Dupage Airport (DPA)
 AJ8310
 AJ8310.The horizontal coordinates were established by GPS observations
 AJ8310.and adjusted by the National Geodetic Survey in November 2002..
 AJ8310
 AJ8310.The orthometric height was determined by GPS observations and a
 AJ8310.high-resolution geoid model.
 AJ8310
 AJ8310.GPS derived orthometric heights for airport stations designated as
 AJ8310.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8310.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8310.not indicate centimeter accuracy relative to other marks which are
 AJ8310.part of the NAVD 88 network.
 AJ8310
 AJ8310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8310
 AJ8310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8310
 AJ8310.The ellipsoidal height was determined by GPS observations
 AJ8310.and is referenced to NAD 83.
 AJ8310
 AJ8310.The geoid height was determined by GEOID03.
 AJ8310
 AJ8310;                    North         East     Units Scale Factor Converg.
 AJ8310;SPC IL E     -   582,903.614   307,131.754   MT  0.99997563   +0 03 26.8
 AJ8310;SPC IL E     - 1,912,409.61  1,007,648.10   sFT  0.99997563   +0 03 26.8
 AJ8310;UTM  16      - 4,641,329.372   396,561.563   MT  0.99973166   -0 50 00.2
 AJ8310
 AJ8310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8310!SPC IL E     -   0.99996894  x   0.99997563  =   0.99994458
 AJ8310!UTM  16      -   0.99996894  x   0.99973166  =   0.99970061
 AJ8310
 AJ8310                          SUPERSEDED SURVEY CONTROL
 AJ8310
 AJ8310  NAD 83(1997)-  41 55 01.72548(N)    088 14 50.50741(W) AD(       ) B
 AJ8310  ELLIP H (03/18/02)  198.02   (m)                       GP(       ) 4 1
 AJ8310
 AJ8310.Superseded values are not recommended for survey control.
 AJ8310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8310.See file dsdata.txt to determine how the superseded data were derived.
 AJ8310
 AJ8310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9656241329(NAD 83)
 AJ8310_MARKER: I = METAL ROD
 AJ8310_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8310_STAMPING: DPA A 2001
 AJ8310_MARK LOGO: NGS   
 AJ8310_PROJECTION: FLUSH
 AJ8310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8310+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 AJ8310_ROD/PIPE-DEPTH: 5.04 meters
 AJ8310_SLEEVE-DEPTH  : 1 meters
 AJ8310
 AJ8310  HISTORY     - Date     Condition        Report By
 AJ8310  HISTORY     - 20010430 MONUMENTED       WOOLPT
 AJ8310
 AJ8310                          STATION DESCRIPTION
 AJ8310
 AJ8310'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8310'THE STATION IS LOCATED APPROXIMATELY 4 MI NORTH OF THE NATIONAL
 AJ8310'ACCELERATOR LABORATORY, 3 MI EAST OF ST CHARLES, 3 MILES
 AJ8310'NORTHWEST OF WEST CHICAGO, AND IS AT THE DUPAGE AIRPORT.
 AJ8310'OWNERSHIP-- DUPAGE AIRPORT, AIRPORT MANAGER GORDON COLE,
 AJ8310'OPERATIONS MANAGER JEFF JORGENSON, PHONE NUMBER (630) 584-3022.
 AJ8310'THIS STATION IS IN THE AIRFIELD RESTRICTED AREA AND IS INTENDED FOR
 AJ8310'USE BY AIRPORT PERSONNEL ONLY.
 AJ8310' 
 AJ8310'TO REACH THE STATION FROM THE JUNCTION ILLINOIS ROUTE 59 AND
 AJ8310'ILLINOIS ROUTE 64 IN LAKEWOOD, PROCEED WEST 2.2 MI ALONG ILLINOIS
 AJ8310'ROUTE 64 TO THE JUNCTION OF KAUTZ ROAD AND SMITH ROAD. TURN LEFT
 AJ8310'AND PROCEED 0.95 MI ALONG KAUTZ ROAD TO THE JUNCTION OF
 AJ8310'INTERNATIONAL DRIVE ON THE LEFT. TURN LEFT AND PROCEED 0.35 MI EAST
 AJ8310'AND THEN WEST, PASSING THE TERMINAL TO A ROAD (NO NAME) LEADING
 AJ8310'TO THE RIGHT. TURN RIGHT AND PROCEED NORTH 0.45 MI ALONG THE ROAD
 AJ8310' TO THE JUNCTION OF A ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 AJ8310'EAST AND NORTH 0.3 MI TO A GATE IN THE AIRPORT PERIMETER FENCE
 AJ8310'LEADING TO THE ILS SHACK FOR THE APPROACH END OF RUNWAY 15 ON
 AJ8310'THE RIGHT. TURN RIGHT AND PROCEED EAST APPROXIMATELY 50 M TO THE
 AJ8310'STATION ON THE LEFT.
 AJ8310' 
 AJ8310'THE STATION IS LOCATED 89.67 M ON AN AZIMUTH OF 50 DEGREES FROM
 AJ8310'THE CENTERLINE OF THE ACCESS ROAD AT THE PERIMETER GATE, 62.35 M
 AJ8310'ON AN AZIMUTH OF 10 DEGREES FROM THE CENTERLINE OF THE EAST-WEST
 AJ8310'PORTION OF THE ACCESS ROAD, 56.51 M ON AN AZIMUTH OF 100 DEGREES
 AJ8310'FROM THE CENTERLINE OF THE PAVED ROAD, AND 48.24 M ON AN AZIMUTH
 AJ8310'265 DEGREES FROM THE NORTHWEST CORNER OF THE ILS SHACK. THE
 AJ8310'STATION IS A PUNCHMARK IN A STAINLESS STEEL ROD DRIVEN TO A
 AJ8310'SLOW DRIVING RATE AT A DEPTH OF 5.0 M ENCASED IN A 1 M FINNED SLEEVE
 AJ8310'FILLED WITH NON-TOXIC GREASE SURROUNDED BY A FIVE INCH PVC PIPE
 AJ8310'WITH A NGS LOGO CAP STAMPED-- DPA A 2001-- ENCASED IN A 0.3 M
 AJ8310'DIAMETER CONCRETE MONUMENT WITH AN IMBEDDED IRON ROD THAT IS
 AJ8310'FLUSH WITH THE GROUND. THE SLEEVE DEPTH DOES NOT MEET THE
 AJ8310'SPECIFICATIONS FOR A CLASS A MARK. THIS STATION IS DESIGNATED AS THE
 AJ8310'PRIMARY AIRPORT CONTROL STATION.
 AJ8310' 
 AJ8310' 
 AJ8310' 
 AJ8310' 
 AJ8310'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8311 ***********************************************************************
 AJ8311  SACS        -  This is a Secondary Airport Control Station.
 AJ8311  DESIGNATION -  DPA B
 AJ8311  PID         -  AJ8311
 AJ8311  STATE/COUNTY-  IL/DU PAGE
 AJ8311  USGS QUAD   -  GENEVA (1993)
 AJ8311
 AJ8311                         *CURRENT SURVEY CONTROL
 AJ8311  ___________________________________________________________________
 AJ8311* NAD 83(1997)-  41 53 47.18660(N)    088 15 03.18215(W)     ADJUSTED  
 AJ8311* NAVD 88     -       227.88   (meters)     747.6    (feet)  GPS OBS   
 AJ8311  ___________________________________________________________________
 AJ8311  X           -     145,132.206 (meters)                     COMP
 AJ8311  Y           -  -4,752,617.440 (meters)                     COMP
 AJ8311  Z           -   4,237,178.845 (meters)                     COMP
 AJ8311  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AJ8311  ELLIP HEIGHT-         194.72  (meters)          (09/22/04) GPS OBS
 AJ8311  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AJ8311
 AJ8311  HORZ ORDER  -  FIRST
 AJ8311  ELLP ORDER  -  FOURTH    CLASS I
 AJ8311
 AJ8311.This mark is at Dupage Airport (DPA)
 AJ8311
 AJ8311.The horizontal coordinates were established by GPS observations
 AJ8311.and adjusted by the National Geodetic Survey in November 2002..
 AJ8311
 AJ8311.The orthometric height was determined by GPS observations and a
 AJ8311.high-resolution geoid model.
 AJ8311
 AJ8311.GPS derived orthometric heights for airport stations designated as
 AJ8311.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8311.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8311.not indicate centimeter accuracy relative to other marks which are
 AJ8311.part of the NAVD 88 network.
 AJ8311
 AJ8311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8311
 AJ8311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8311
 AJ8311.The ellipsoidal height was determined by GPS observations
 AJ8311.and is referenced to NAD 83.
 AJ8311
 AJ8311.The geoid height was determined by GEOID03.
 AJ8311
 AJ8311;                    North         East     Units Scale Factor Converg.
 AJ8311;SPC IL E     -   580,603.619   306,841.890   MT  0.99997558   +0 03 18.2
 AJ8311;SPC IL E     - 1,904,863.71  1,006,697.10   sFT  0.99997558   +0 03 18.2
 AJ8311;UTM  16      - 4,639,034.719   396,236.061   MT  0.99973249   -0 50 07.4
 AJ8311
 AJ8311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8311!SPC IL E     -   0.99996946  x   0.99997558  =   0.99994504
 AJ8311!UTM  16      -   0.99996946  x   0.99973249  =   0.99970196
 AJ8311
 AJ8311                          SUPERSEDED SURVEY CONTROL
 AJ8311
 AJ8311  NAD 83(1997)-  41 53 47.18649(N)    088 15 03.18243(W) AD(       ) 1
 AJ8311
 AJ8311.Superseded values are not recommended for survey control.
 AJ8311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8311.See file dsdata.txt to determine how the superseded data were derived.
 AJ8311
 AJ8311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9623639035(NAD 83)
 AJ8311_MARKER: DD = SURVEY DISK
 AJ8311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8311_STAMPING: DPA B 2001
 AJ8311_MARK LOGO: NGS   
 AJ8311_PROJECTION: FLUSH
 AJ8311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8311+STABILITY: SURFACE MOTION
 AJ8311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8311+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 AJ8311
 AJ8311  HISTORY     - Date     Condition        Report By
 AJ8311  HISTORY     - 20010430 MONUMENTED       WOOLPT
 AJ8311
 AJ8311                          STATION DESCRIPTION
 AJ8311
 AJ8311'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8311'THE STATION IS LOCATED APPROXIMATELY 4 MI NORTH OF THE NATIONAL
 AJ8311'ACCELERATOR LABORATORY, 3 MI EAST OF ST CHARLES, 3 MILES
 AJ8311'NORTHWEST OF WEST CHICAGO, AND IS AT THE DUPAGE AIRPORT.
 AJ8311'OWNERSHIP-- DUPAGE AIRPORT, AIRPORT MANAGER GORDON COLE,
 AJ8311'OPERATIONS MANAGER JEFF JORGENSON, PHONE NUMBER (630) 584-3022.
 AJ8311'THIS STATION IS IN THE AIRFIELD RESTRICTED AREA AND IS INTENDED FOR
 AJ8311'USE BY AIRPORT PERSONNEL ONLY.
 AJ8311' 
 AJ8311'TO REACH THE STATION FROM THE JUNCTION ILLINOIS ROUTE 59 AND
 AJ8311'ILLINOIS ROUTE 64 IN LAKEWOOD, PROCEED WEST 2.2 MI ALONG ILLINOIS
 AJ8311'ROUTE 64 TO THE JUNCTION OF KAUTZ ROAD AND SMITH ROAD. TURN LEFT
 AJ8311'AND PROCEED 0.95 MI ALONG KAUTZ ROAD TO THE JUNCTION OF
 AJ8311'INTERNATIONAL DRIVE ON THE LEFT. TURN LEFT AND PROCEED 0.35 MI EAST
 AJ8311'AND THEN WEST, PASSING THE TERMINAL TO A ROAD (NO NAME) LEADING
 AJ8311'TO THE RIGHT. TURN RIGHT AND PROCEED NORTH 0.05 MI ALONG THE ROAD
 AJ8311' TO THE JUNCTION OF A ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 AJ8311'EAST 0.05 MI TO A GATE ON THE LEFT AT THE END OF THE MAINTENANCE
 AJ8311'BUILDING. TURN LEFT AND PROCEED NORTH 0.1 MI ACROSS THE
 AJ8311'MAINTENANCE RAMP TO THE INTERSECTION OF TAXIWAY G. TURN RIGHT
 AJ8311'AND PROCEED EAST 0.7 MI, CROSSING RUNWAY 1L-19R TO THE JUNCTION
 AJ8311'OF TAXIWAY X. TURN RIGHT AND PROCEED SOUTH 1.1 MI ALONG TAXIWAY X
 AJ8311'TO THE STATION ON THE RIGHT, JUST BEFORE AN ACCESS ROAD LEADING
 AJ8311'TO THE GLIDE SLOPE SHACK FOR THE APPROACH END OF RUNWAY 1L ON
 AJ8311'THE RIGHT.
 AJ8311' 
 AJ8311'THE STATION IS LOCATED 34.12 M ON AN AZIMUTH OF 11 DEGREES FROM
 AJ8311'THE NORTHEAST CORNER OF THE GLIDE SLOPE SHACK, 30.99 M ON AN
 AJ8311'AZIMUTH OF 290 DEGREES FROM THE EDGE OF PAVEMENT OF TAXIWAY X,
 AJ8311'AND 17.16 M ON AN AZIMUTH OF 5 DEGREES FROM THE CENTERLINE OF THE
 AJ8311'GLIDE SLOPE ACCESS ROAD. THE STATION IS A NGS HORIZONTAL CONTROL
 AJ8311'DISK STAMPED-- DPA B 2001-- SET IN THE TOP OF A 0.3 M DIAMETER ROUND
 AJ8311'CONCRETE MONUMENT 1.2 M IN DEPTH WITH AN IMBEDDED IRON ROD, SET
 AJ8311'FLUSH WITH THE GROUND. THIS STATION IS DESIGNATED AS A SECONDARY
 AJ8311'AIRPORT CONTROL STATION.
 AJ8311' 
 AJ8311' 
 AJ8311' 
 AJ8311' 
 AJ8311'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8312 ***********************************************************************
 AJ8312  SACS        -  This is a Secondary Airport Control Station.
 AJ8312  DESIGNATION -  DPA C
 AJ8312  PID         -  AJ8312
 AJ8312  STATE/COUNTY-  IL/DU PAGE
 AJ8312  USGS QUAD   -  GENEVA (1993)
 AJ8312
 AJ8312                         *CURRENT SURVEY CONTROL
 AJ8312  ___________________________________________________________________
 AJ8312* NAD 83(1997)-  41 54 43.41274(N)    088 15 16.79722(W)     ADJUSTED  
 AJ8312* NAVD 88     -       228.77   (meters)     750.6    (feet)  GPS OBS   
 AJ8312  ___________________________________________________________________
 AJ8312  X           -     144,783.227 (meters)                     COMP
 AJ8312  Y           -  -4,751,469.537 (meters)                     COMP
 AJ8312  Z           -   4,238,470.577 (meters)                     COMP
 AJ8312  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AJ8312  ELLIP HEIGHT-         195.59  (meters)          (09/22/04) GPS OBS
 AJ8312  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AJ8312
 AJ8312  HORZ ORDER  -  FIRST
 AJ8312  ELLP ORDER  -  FOURTH    CLASS I
 AJ8312
 AJ8312.This mark is at Dupage Airport (DPA)
 AJ8312
 AJ8312.The horizontal coordinates were established by GPS observations
 AJ8312.and adjusted by the National Geodetic Survey in November 2002..
 AJ8312
 AJ8312.The orthometric height was determined by GPS observations and a
 AJ8312.high-resolution geoid model.
 AJ8312
 AJ8312.GPS derived orthometric heights for airport stations designated as
 AJ8312.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8312.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8312.not indicate centimeter accuracy relative to other marks which are
 AJ8312.part of the NAVD 88 network.
 AJ8312
 AJ8312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8312
 AJ8312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8312
 AJ8312.The ellipsoidal height was determined by GPS observations
 AJ8312.and is referenced to NAD 83.
 AJ8312
 AJ8312.The geoid height was determined by GEOID03.
 AJ8312
 AJ8312;                    North         East     Units Scale Factor Converg.
 AJ8312;SPC IL E     -   582,338.036   306,526.461   MT  0.99997552   +0 03 09.2
 AJ8312;SPC IL E     - 1,910,554.04  1,005,662.23   sFT  0.99997552   +0 03 09.2
 AJ8312;UTM  16      - 4,640,773.407   395,947.699   MT  0.99973323   -0 50 17.4
 AJ8312
 AJ8312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8312!SPC IL E     -   0.99996932  x   0.99997552  =   0.99994484
 AJ8312!UTM  16      -   0.99996932  x   0.99973323  =   0.99970256
 AJ8312
 AJ8312                          SUPERSEDED SURVEY CONTROL
 AJ8312
 AJ8312  NAD 83(1997)-  41 54 43.41263(N)    088 15 16.79750(W) AD(       ) 1
 AJ8312  ELLIP H (03/18/02)  195.60   (m)                       GP(       ) 4 1
 AJ8312
 AJ8312.Superseded values are not recommended for survey control.
 AJ8312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8312.See file dsdata.txt to determine how the superseded data were derived.
 AJ8312
 AJ8312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9594840773(NAD 83)
 AJ8312_MARKER: DD = SURVEY DISK
 AJ8312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8312_STAMPING: DPA B 2001
 AJ8312_MARK LOGO: NGS   
 AJ8312_PROJECTION: FLUSH
 AJ8312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8312+STABILITY: SURFACE MOTION
 AJ8312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8312+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 AJ8312
 AJ8312  HISTORY     - Date     Condition        Report By
 AJ8312  HISTORY     - 20010430 MONUMENTED       WOOLPT
 AJ8312
 AJ8312                          STATION DESCRIPTION
 AJ8312
 AJ8312'DESCRIBED BY WOOLPERT CONSULTANTS 2001 (BJM)
 AJ8312'THE STATION IS LOCATED APPROXIMATELY 4 MI NORTH OF THE NATIONAL
 AJ8312'ACCELERATOR LABORATORY, 3 MI EAST OF ST CHARLES, 3 MILES
 AJ8312'NORTHWEST OF WEST CHICAGO, AND IS AT THE DUPAGE AIRPORT.
 AJ8312'OWNERSHIP-- DUPAGE AIRPORT, AIRPORT MANAGER GORDON COLE,
 AJ8312'OPERATIONS MANAGER JEFF JORGENSON, PHONE NUMBER (630) 584-3022.
 AJ8312'THIS STATION IS IN THE AIRFIELD RESTRICTED AREA AND IS INTENDED FOR
 AJ8312'USE BY AIRPORT PERSONNEL ONLY.
 AJ8312' 
 AJ8312'TO REACH THE STATION FROM THE JUNCTION ILLINOIS ROUTE 59 AND
 AJ8312'ILLINOIS ROUTE 64 IN LAKEWOOD, PROCEED WEST 2.2 MI ALONG ILLINOIS
 AJ8312'ROUTE 64 TO THE JUNCTION OF KAUTZ ROAD AND SMITH ROAD. TURN LEFT
 AJ8312'AND PROCEED 0.95 MI ALONG KAUTZ ROAD TO THE JUNCTION OF
 AJ8312'INTERNATIONAL DRIVE ON THE LEFT. TURN LEFT AND PROCEED 0.35 MI EAST
 AJ8312'AND THEN WEST, PASSING THE TERMINAL TO A ROAD (NO NAME) LEADING
 AJ8312'TO THE RIGHT. TURN RIGHT AND PROCEED NORTH 0.05 MI ALONG THE ROAD
 AJ8312' TO THE JUNCTION OF A ROAD ON THE RIGHT. TURN RIGHT AND PROCEED
 AJ8312'EAST 0.05 MI TO A GATE ON THE LEFT AT THE END OF THE MAINTENANCE
 AJ8312'BUILDING. TURN LEFT AND PROCEED NORTH 0.1 MI ACROSS THE
 AJ8312'MAINTENANCE RAMP TO THE INTERSECTION OF TAXIWAY G. TURN RIGHT
 AJ8312'AND PROCEED EAST 0.2 MI TO AN ACCESS ROAD LEADING TO THE GLIDE
 AJ8312'SLOPE SHACK FOR THE APPROACH END OF RUNWAY 10 ON THE LEFT. TURN
 AJ8312'LEFT AND PROCEED NORTH ALONG THE ACCESS ROAD APPROXIMATELY 60 M
 AJ8312'TO THE STATION ON THE RIGHT.
 AJ8312' 
 AJ8312'THE STATION IS LOCATED 64.26 M ON AN AZIMUTH OF 335 DEGREES FROM
 AJ8312'THE CENTER OF A STORM GRATE INLET, 42.56 M ON AN AZIMUTH OF 130
 AJ8312'DEGREES FROM SOUTHEAST CORNER OF THE GLIDE SLOPE SHACK, AND
 AJ8312'30.21 M ON AN AZIMUTH OF 100 DEGREES FROM THE CENTERLINE OF THE
 AJ8312'GLIDE SLOPE ACCESS ROAD. THE STATION IS A NGS HORIZONTAL CONTROL
 AJ8312'DISK STAMPED-- DPA C 2001-- SET IN THE TOP OF A 0.3 M DIAMETER ROUND
 AJ8312'CONCRETE MONUMENT 1.2 M IN DEPTH WITH AN IMBEDDED IRON ROD, SET
 AJ8312'FLUSH WITH THE GROUND. THIS STATION IS DESIGNATED AS A SECONDARY
 AJ8312'AIRPORT CONTROL STATION.
 AJ8312' 
 AJ8312' 
 AJ8312' 
 AJ8312' 
 AJ8312' 
 AJ8312'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1467 ***********************************************************************
 HB1467  DESIGNATION -  DRAKE
 HB1467  PID         -  HB1467
 HB1467  STATE/COUNTY-  IL/WHITE
 HB1467  USGS QUAD   -  NORRIS CITY (1963)
 HB1467
 HB1467                         *CURRENT SURVEY CONTROL
 HB1467  ___________________________________________________________________
 HB1467* NAD 83(1997)-  37 55 41.12877(N)    088 15 26.26794(W)     ADJUSTED  
 HB1467* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 HB1467  ___________________________________________________________________
 HB1467  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 HB1467  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 HB1467
 HB1467  HORZ ORDER  -  FIRST
 HB1467
 HB1467.The horizontal coordinates were established by classical geodetic methods
 HB1467.and adjusted by the National Geodetic Survey in October 1999..
 HB1467
 HB1467.The orthometric height was scaled from a topographic map.
 HB1467
 HB1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1467
 HB1467.The geoid height was determined by GEOID03.
 HB1467
 HB1467;                    North         East     Units Scale Factor Converg.
 HB1467;SPC IL E     -   139,996.218   306,684.838   MT  0.99997555   +0 02 48.3
 HB1467;SPC IL E     -   459,304.26  1,006,181.84   sFT  0.99997555   +0 02 48.3
 HB1467;UTM  16      - 4,198,581.931   389,502.822   MT  0.99975038   -0 46 22.5
 HB1467
 HB1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1467!SPC IL E     -   0.99997996  x   0.99997555  =   0.99995551
 HB1467!UTM  16      -   0.99997996  x   0.99975038  =   0.99973035
 HB1467
 HB1467:                Primary Azimuth Mark                     Grid Az
 HB1467:SPC IL E     -  NEW HAVEN                                103 16 55.2
 HB1467:UTM  16      -  NEW HAVEN                                104 06 06.0
 HB1467
 HB1467|---------------------------------------------------------------------|
 HB1467| PID    Reference Object                     Distance      Geod. Az  |
 HB1467|                                                           dddmmss.s |
 HB1467| HB1444 NEW HAVEN                           APPROX.11.5 KM 1031943.5 |
 HB1467| CI4313 DRAKE RM 1                           29.246 METERS 17836     |
 HB1467| HB1472 RIDGWAY MUNICIPAL TANK              APPROX.14.1 KM 1794006.2 |
 HB1467| HB1473 RIDGWAY ST JOSEPH CATH CH           APPROX.14.5 KM 1820106.6 |
 HB1467| HB1471 OMAHA MUNICIPAL TANK                APPROX. 6.0 KM 2275954.2 |
 HB1467| CI4312 DRAKE AZ MK                                        2814619.5 |
 HB1467| CI4314 DRAKE RM 2                           24.659 METERS 29750     |
 HB1467| HB1469 NORRIS CITY MUNICIPAL TANK          APPROX. 8.0 KM 3170044.1 |
 HB1467| HB1470 NORRIS CITY RADIO KSB 948 MAST      APPROX. 9.1 KM 3170713.9 |
 HB1467|---------------------------------------------------------------------|
 HB1467
 HB1467                          SUPERSEDED SURVEY CONTROL
 HB1467
 HB1467  NAD 83(1997)-  37 55 41.13122(N)    088 15 26.26793(W) AD(       ) 1
 HB1467  NAD 83(1997)-  37 55 41.13348(N)    088 15 26.26763(W) AD(       ) 1
 HB1467  NAD 83(1986)-  37 55 41.13827(N)    088 15 26.26956(W) AD(       ) 1
 HB1467  NAD 27      -  37 55 40.97351(N)    088 15 26.12313(W) AD(       ) 1
 HB1467
 HB1467.Superseded values are not recommended for survey control.
 HB1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1467.See file dsdata.txt to determine how the superseded data were derived.
 HB1467
 HB1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8950398582(NAD 83)
 HB1467_MARKER: DS = TRIANGULATION STATION DISK
 HB1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1467
 HB1467  HISTORY     - Date     Condition        Report By
 HB1467  HISTORY     - 1957     MONUMENTED       CGS
 HB1467  HISTORY     - 1961     GOOD             CGS
 HB1467
 HB1467                          STATION DESCRIPTION
 HB1467
 HB1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1467'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF OMAHA, ABOUT 3.5
 HB1467'MILES NORTHWEST OF COTTONWOOD, ABOUT 5.5 MILES SOUTHEAST OF
 HB1467'NORRIS CITY, ON THE PROPERTY OF MR. FRANK L. DRAKE WHO LIVES AT THE
 HB1467'STATION. IT IS 64 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 HB1467'ROAD, 14 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 14
 HB1467'FEET SOUTHEAST OF A WHITE WITNESS POST, 12 FEET SOUTHEAST OF
 HB1467'A FENCE CORNER, 6 FEET EAST OF A FENCE AND 117 FEET NORTHWEST OF
 HB1467'THE NORTHWEST CORNER OF A FRAME HOUSE. THE MONUMENT IS FLUSH AND
 HB1467'THE DISK IS STAMPED DRAKE 1957.
 HB1467'
 HB1467'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 141
 HB1467'ABOUT 1 MILE NORTH OF OMAHA, GO EAST ON HIGHWAY 141 FOR 2.35
 HB1467'MILES TO A GRAVELED CROSSROAD. TURN LEFT AND GO NORTH ON THE GRAVELED
 HB1467'ROAD FOR 1.45 MILES TO A GRAVELED SIDE ROAD RIGHT. TURN
 HB1467'RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH
 HB1467'MARK ON THE RIGHT. CONTINUE EAST ON THE GRAVELED ROAD FOR
 HB1467'0.1 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT AND THE MARK ON THE
 HB1467'RIGHT.
 HB1467'
 HB1467'REFERENCE MARK 1 IS 4 FEET EAST OF A FENCE, 56 FEET SOUTHWEST OF THE
 HB1467'CENTERLINE OF THE DRIVEWAY AND 26 FEET NORTH OF A FENCE
 HB1467'CORNER. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DRAKE NO 1
 HB1467'1957.
 HB1467'
 HB1467'REFERENCE MARK 2 IS 23 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HB1467'ROAD, 11 FEET WEST OF A 6 INCH LOCUST TREE AND 1 FOOT NORTH OF
 HB1467'A FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DRAKE NO 2
 HB1467'1957.
 HB1467'
 HB1467'THE AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HB1467'ROAD, 17 FEET SOUTH OF A FENCE CORNER, 2 FEET NORTH OF A WHITE
 HB1467'WITNESS POST, 1 FOOT EAST OF A FENCE AND 84 FEET WEST OF A POWER LINE
 HB1467'POLE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HB1467'DRAKE 1957.
 HB1467'
 HB1467'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1467
 HB1467                          STATION RECOVERY (1961)
 HB1467
 HB1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1467'THE STATION AND ALL MARKS WERE RECOVERED. THE DISTANCES AND
 HB1467'DIRECTIONS TO ALL MARKS CHECKED. THE FENCE AND WHITE WITNESS
 HB1467'POST AT THE STATION ARE GONE.
 HB1467'
 HB1467'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HB1467'
 HB1467'THE STATION IS ABOUT 4 MILES NORTHEAST OF OMAHA, ABOUT 5.5 MILES
 HB1467'SOUTHEAST OF NORRIS CITY, ON THE PROPERTY OF MR.  FRANK L.
 HB1467'DRAKE AND IS IN THE SOUTHWEST 1/4 OF SECTION 7, T. 7 S, R. 9 E.. IT
 HB1467'IS 117 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 64
 HB1467'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 14 FEET SOUTHWEST
 HB1467'OF THE CENTERLINE OF A DRIVEWAY. THE MONUMENT IS FLUSH AND
 HB1467'THE DISK IS STAMPED DRAKE 1957.
 HB1467'
 HB1467'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 141 ABOUT 1 MILE
 HB1467'NORTH OF OMAHA, GO EAST ON STATE HIGHWAY 141 FOR 2.35 MILES
 HB1467'TO A CROSSROAD, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.45
 HB1467'MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EAST ON A
 HB1467'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE
 HB1467'EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO A GRAVELED DRIVEWAY
 HB1467'ON THE RIGHT AND THE STATION MARK ON THE RIGHT.
 HB1467'
 HB1467'REFERENCE MARK 1 IS 56 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HB1467'DRIVEWAY AND 22 FEET NORTH OF THE NORTHWEST CORNER OF AN
 HB1467'OUT-HOUSE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DRAKE NO 1
 HB1467'1957.
 HB1467'
 HB1467'REFERENCE MARK 2 IS 23 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HB1467'ROAD, 11 FEET WEST OF A 6 INCH LOCUST TREE AND 1 FOOT NORTH
 HB1467'OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DRAKE
 HB1467'NO 2 1957.
 HB1467'
 HB1467'THE AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 HB1467'ROAD, 17 FEET SOUTH OF A FENCE CORNER, 84 FEET WEST OF A
 HB1467'POWER POLE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 HB1467'WIRE FENCE. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 HB1467'STAMPED DRAKE 1957.
 HB1467'
 HB1467'NO MEASUREMENT BETWEEN RMS. TALL CORN ON LINE.
 HB1467'
 HB1467'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1432 ***********************************************************************
 MF1432  DESIGNATION -  DRESDEN
 MF1432  PID         -  MF1432
 MF1432  STATE/COUNTY-  IL/GRUNDY
 MF1432  USGS QUAD   -  MINOOKA (1993)
 MF1432
 MF1432                         *CURRENT SURVEY CONTROL
 MF1432  ___________________________________________________________________
 MF1432* NAD 83(1997)-  41 23 51.08465(N)    088 16 55.78094(W)     ADJUSTED  
 MF1432* NAVD 88     -       155.2    (meters)     509.     (feet)  GPS OBS   
 MF1432  ___________________________________________________________________
 MF1432  X           -     143,640.050 (meters)                     COMP
 MF1432  Y           -  -4,789,450.156 (meters)                     COMP
 MF1432  Z           -   4,195,722.261 (meters)                     COMP
 MF1432  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 MF1432  ELLIP HEIGHT-         122.24  (meters)          (02/03/05) GPS OBS
 MF1432  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF1432
 MF1432  HORZ ORDER  -  FIRST
 MF1432  ELLP ORDER  -  FOURTH    CLASS II
 MF1432
 MF1432.The horizontal coordinates were established by GPS observations
 MF1432.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF1432
 MF1432.The orthometric height was determined by GPS observations and a
 MF1432.high-resolution geoid model.
 MF1432
 MF1432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1432
 MF1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1432
 MF1432.The ellipsoidal height was determined by GPS observations
 MF1432.and is referenced to NAD 83.
 MF1432
 MF1432.The geoid height was determined by GEOID03.
 MF1432
 MF1432;                    North         East     Units Scale Factor Converg.
 MF1432;SPC IL E     -   525,190.025   304,279.284   MT  0.99997523   +0 02 01.8
 MF1432;SPC IL E     - 1,723,060.94    998,289.62   sFT  0.99997523   +0 02 01.8
 MF1432;UTM  16      - 4,583,680.588   392,817.595   MT  0.99974138   -0 50 52.6
 MF1432
 MF1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1432!SPC IL E     -   0.99998083  x   0.99997523  =   0.99995606
 MF1432!UTM  16      -   0.99998083  x   0.99974138  =   0.99972221
 MF1432
 MF1432|---------------------------------------------------------------------|
 MF1432| PID    Reference Object                     Distance      Geod. Az  |
 MF1432|                                                           dddmmss.s |
 MF1432| CI6926 DRESDEN RM 1                         34.466 METERS 01813     |
 MF1432| MF0174 HANKER                              APPROX. 1.4 KM 0692715.6 |
 MF1432| CI6927 DRESDEN RM 2                         66.808 METERS 29124     |
 MF1432|---------------------------------------------------------------------|
 MF1432
 MF1432                          SUPERSEDED SURVEY CONTROL
 MF1432
 MF1432  ELLIP H (03/04/03)  122.25   (m)                       GP(       ) 4 2
 MF1432  NAD 83(1997)-  41 23 51.08307(N)    088 16 55.78154(W) AD(       ) 1
 MF1432  NAD 83(1997)-  41 23 51.08400(N)    088 16 55.78394(W) AD(       ) 1
 MF1432  NAD 83(1986)-  41 23 51.08735(N)    088 16 55.79419(W) AD(       ) 1
 MF1432  NAD 27      -  41 23 50.97400(N)    088 16 55.55900(W) AD(       ) 1
 MF1432  NGVD 29 (07/19/86)  155.29   (m)          509.5    (f) LEVELING    3  
 MF1432
 MF1432.Superseded values are not recommended for survey control.
 MF1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1432.See file dsdata.txt to determine how the superseded data were derived.
 MF1432
 MF1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9281883681(NAD 83)
 MF1432_MARKER: DS = TRIANGULATION STATION DISK
 MF1432_SETTING: 0 = UNSPECIFIED SETTING
 MF1432_STAMPING: DRESDEN 1944
 MF1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1432+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF1432
 MF1432  HISTORY     - Date     Condition        Report By
 MF1432  HISTORY     - 1944     MONUMENTED       CGS
 MF1432  HISTORY     - 1972     GOOD             LOCSUR
 MF1432  HISTORY     - 200205   GOOD             ASCPC
 MF1432  HISTORY     - 20050725 GOOD             GEOSPC
 MF1432
 MF1432                          STATION DESCRIPTION
 MF1432
 MF1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1432'STATION IS LOCATED ABOUT 4.5 MILES NW OF THE VILLAGE OF
 MF1432'LORENZO, ON THE GROUNDS OF THE DRESDEN ISLAND LOCK AND DAM.
 MF1432'THE MARK IS SET IN A SMALL PARKING SPACE 50 FEET S OF THE
 MF1432'ADMINISTRATION BUILDING.  IT IS 15 FEET W AND 12 FEET N
 MF1432'OF A CONCRETE CURBING WHICH SURROUNDS THE PARKING LOT.
 MF1432'
 MF1432'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF
 MF1432'A CONCRETE POST.  IT IS STAMPED DRESDEN 1944 AND IS FLUSH
 MF1432'WITH THE GROUND.  UNDERGROUND MARK IS SET IN THE TOP OF
 MF1432'A CONCRETE POST AND IS A BRONZE STATION DISK.
 MF1432'
 MF1432'REFERENCE MARK 1 IS 113.08 FEET NE OF THE STATION AND 55
 MF1432'FEET E OF THE E FACE OF THE ADMINISTRATION BUILDING.  IT
 MF1432'IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN THE S
 MF1432'WALK OF THE LOCK WALL.  IT IS STAMPED DRESDEN NO 1 1944.
 MF1432'
 MF1432'REFERENCE MARK 2 IS 219.19 FEET NW OF THE STATION AND 148
 MF1432'FEET W OF THE W FACE OF THE ADMINISTRATION BUILDING.  IT
 MF1432'IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE IN THE S
 MF1432'WALK OF THE LOCK WALL.  IT IS STAMPED DRESDEN NO 2 1944.
 MF1432'
 MF1432'NO AZIMUTH MARK WAS ESTABLISHED AS STATIONS HANKER AND PLAINES
 MF1432'ARE VISIBLE FROM THE GROUND.
 MF1432'
 MF1432'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 MF1432
 MF1432                          STATION RECOVERY (1972)
 MF1432
 MF1432'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1432'RECOVERED IN GOOD COND. AS DESC.  MARK IS BURIED 2 IN UNDER
 MF1432'GRAVEL PARKING LOT.  NO LINE-OF-SIGHT TO STATIONS PLAINES
 MF1432'OR HANKER WITHOUT CONSIDERABLE CLEARING
 MF1432
 MF1432                          STATION RECOVERY (2002)
 MF1432
 MF1432'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1432'RECOVERED AS DESCRIBED
 MF1432'
 MF1432
 MF1432                          STATION RECOVERY (2005)
 MF1432
 MF1432'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF1432'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, THE STATION IS 6
 MF1432'INCHES BELOW PARKING LOT PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1437 ***********************************************************************
 MF1437  DESIGNATION -  DRESDEN NUCLEAR POWER STA STK
 MF1437  PID         -  MF1437
 MF1437  STATE/COUNTY-  IL/GRUNDY
 MF1437  USGS QUAD   -  MINOOKA (1993)
 MF1437
 MF1437                         *CURRENT SURVEY CONTROL
 MF1437  ___________________________________________________________________
 MF1437* NAD 83(1997)-  41 23 24.37535(N)    088 16 06.21039(W)     ADJUSTED  
 MF1437* NAVD 88     -                                                        
 MF1437  ___________________________________________________________________
 MF1437  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MF1437  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF1437
 MF1437  HORZ ORDER  -  THIRD
 MF1437
 MF1437.The horizontal coordinates were established by classical geodetic methods
 MF1437.and adjusted by the National Geodetic Survey in October 1999..
 MF1437
 MF1437
 MF1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1437
 MF1437.The geoid height was determined by GEOID03.
 MF1437
 MF1437;                    North         East     Units Scale Factor Converg.
 MF1437;SPC IL E     -   524,366.824   305,431.392   MT  0.99997536   +0 02 34.6
 MF1437;SPC IL E     - 1,720,360.16  1,002,069.49   sFT  0.99997536   +0 02 34.6
 MF1437;UTM  16      - 4,582,839.953   393,956.631   MT  0.99973839   -0 50 19.4
 MF1437
 MF1437                          SUPERSEDED SURVEY CONTROL
 MF1437
 MF1437  NAD 83(1997)-  41 23 24.37614(N)    088 16 06.21182(W) AD(       ) 4
 MF1437  NAD 83(1986)-  41 23 24.37964(N)    088 16 06.22388(W) AD(       ) 4
 MF1437  NAD 27      -  41 23 24.26400(N)    088 16 05.99100(W) AD(       ) 3
 MF1437
 MF1437.Superseded values are not recommended for survey control.
 MF1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1437.See file dsdata.txt to determine how the superseded data were derived.
 MF1437
 MF1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9395782840(NAD 83)
 MF1437_MARKER: 63 = STACK
 MF1437
 MF1437  HISTORY     - Date     Condition        Report By
 MF1437  HISTORY     - 1960     FIRST OBSERVED   CGS
 MF1437  HISTORY     - 1972     GOOD             LOCSUR
 MF1437
 MF1437                          STATION DESCRIPTION
 MF1437
 MF1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1437'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF MINOOKA AND
 MF1437'4 MILES NORTHWEST OF THE VILLAGE OF LORENZO.
 MF1437'
 MF1437'TO REACH FROM THE RAILROAD CROSSING AT THE EAST EDGE OF LORENZO,
 MF1437'GO WEST FOR 2.5 MILES TO A CROSSROAD, TURN RIGHT, NORTH, FOR
 MF1437'2.5 MILES TO A CROSSROAD.  CONTINUE NORTH FOR 0.5 MILE TO THE
 MF1437'NUCLEAR POWER PLANT AND THE STATION.
 MF1437'
 MF1437'THE STACK IS APPROXIMATELY 300 FEET HIGH AND PAINTED RED AND
 MF1437'WHITE.
 MF1437'
 MF1437'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF STACK.
 MF1437
 MF1437                          STATION RECOVERY (1972)
 MF1437
 MF1437'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1437'STATION FOUND IN GOOD CONDITION.
 MF1437'
 MF1437'THERE ARE NOW 2 STACKS AT THE POWER STATION - THE ONE DESCRIBED
 MF1437'IS THE THINNER AND MOST EASTERLY OF THE 2.  (THE NEWER AND
 MF1437'THICKER STACK IS 100 FT S. AND 511 FT W. OF THE ONE DESCRIBED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1875 ***********************************************************************
 LC1875  DESIGNATION -  DRESSLER
 LC1875  PID         -  LC1875
 LC1875  STATE/COUNTY-  IL/WOODFORD
 LC1875  USGS QUAD   -  EL PASO (1995)
 LC1875
 LC1875                         *CURRENT SURVEY CONTROL
 LC1875  ___________________________________________________________________
 LC1875* NAD 83(1997)-  40 42 30.46599(N)    089 02 35.94268(W)     ADJUSTED  
 LC1875* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 LC1875  ___________________________________________________________________
 LC1875  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 LC1875  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LC1875
 LC1875  HORZ ORDER  -  FIRST
 LC1875
 LC1875.The horizontal coordinates were established by classical geodetic methods
 LC1875.and adjusted by the National Geodetic Survey in October 1999..
 LC1875
 LC1875.The orthometric height was scaled from a topographic map.
 LC1875
 LC1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1875
 LC1875.The geoid height was determined by GEOID03.
 LC1875
 LC1875;                    North         East     Units Scale Factor Converg.
 LC1875;SPC IL W     -   449,258.857   794,923.753   MT  1.00005204   +0 43 57.8
 LC1875;SPC IL W     - 1,473,943.43  2,608,012.35   sFT  1.00005204   +0 43 57.8
 LC1875;SPC IL E     -   448,909.527   240,004.197   MT  1.00001929   -0 27 47.1
 LC1875;SPC IL E     - 1,472,797.34    787,413.77   sFT  1.00001929   -0 27 47.1
 LC1875;UTM  16      - 4,508,402.320   327,393.381   MT  0.99996672   -1 19 58.8
 LC1875
 LC1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1875!SPC IL W     -   0.99996898  x   1.00005204  =   1.00002102
 LC1875!SPC IL E     -   0.99996898  x   1.00001929  =   0.99998827
 LC1875!UTM  16      -   0.99996898  x   0.99996672  =   0.99993571
 LC1875
 LC1875:                Primary Azimuth Mark                     Grid Az
 LC1875:SPC IL W     -  EL PASO MUNICIPAL TANK                   028 27 56.0
 LC1875:SPC IL E     -  EL PASO MUNICIPAL TANK                   029 39 40.9
 LC1875:UTM  16      -  EL PASO MUNICIPAL TANK                   030 31 52.6
 LC1875
 LC1875|---------------------------------------------------------------------|
 LC1875| PID    Reference Object                     Distance      Geod. Az  |
 LC1875|                                                           dddmmss.s |
 LC1875| LC1873 EL PASO MUNICIPAL TANK              APPROX. 3.8 KM 0291153.8 |
 LC1875| LC1876 EL PASO CATHOLIC CHURCH SPIRE       APPROX. 4.4 KM 0355433.8 |
 LC1875| LC1852 GRIDLEY MUNICIPAL TANK              APPROX.14.1 KM 0743950.8 |
 LC1875| LC1874 DRESSLER RM 3                        24.424 METERS 07843     |
 LC1875| LC1853 EL PASO SINCLAIR PLINE CO MAST      APPROX. 6.4 KM 0851316.6 |
 LC1875| CI6934 DRESSLER RM 4 AZIMUTH                              0980159.9 |
 LC1875| CI6931 DRESSLER RM 1 RESET                  25.937 METERS 23157     |
 LC1875| CI6930 DRESSLER RM 1                        26.353 METERS 23416     |
 LC1875| CI6932 DRESSLER RM 2                        33.741 METERS 31842     |
 LC1875| CI6933 DRESSLER RM 2 RESET                  32.918 METERS 31957     |
 LC1875| CI6929 DRESSLER AZ MK RESET                               3560216.8 |
 LC1875| CI6928 DRESSLER AZ MK                                     3580604.2 |
 LC1875|---------------------------------------------------------------------|
 LC1875
 LC1875                          SUPERSEDED SURVEY CONTROL
 LC1875
 LC1875  NAD 83(1986)-  40 42 30.48173(N)    089 02 35.94680(W) AD(       ) 1
 LC1875  NAD 27      -  40 42 30.35400(N)    089 02 35.67800(W) AD(       ) 1
 LC1875
 LC1875.Superseded values are not recommended for survey control.
 LC1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1875.See file dsdata.txt to determine how the superseded data were derived.
 LC1875
 LC1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2739308402(NAD 83)
 LC1875_MARKER: DS = TRIANGULATION STATION DISK
 LC1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1875
 LC1875  HISTORY     - Date     Condition        Report By
 LC1875  HISTORY     - 1939     MONUMENTED       CGS
 LC1875  HISTORY     - 1959     GOOD             CGS
 LC1875  HISTORY     - 1972     GOOD             ILDT
 LC1875  HISTORY     - 1973     GOOD             NGS
 LC1875  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC1875
 LC1875                          STATION DESCRIPTION
 LC1875
 LC1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1875'THE STATION IS LOCATED 1-1/2 MILES WEST AND 2 MILES SOUTH
 LC1875'OF EL PASO, IN THE SW 1/4 SW 1/4 OF SEC. 18, T. 26 N., R. 2
 LC1875'E..  ON THE TOP OF A FLAT HILL WITH A GROVE OF TREES, (LAND
 LC1875'IS OWNED BY HENRY DRESSLER) 1/4 MILE NORTH OF THE DRESSLER
 LC1875'HOME.  IT IS 44 FEET EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH
 LC1875'ROAD, 15 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE, AND 51
 LC1875'FEET SOUTH-SOUTHEAST OF THE SOUTH POST OF A GATE.  THE MARK,
 LC1875'IS 18 INCHES BELOW THE SURFACE OF THE GROUND
 LC1875'AND IS STAMPED DRESSLER 1939.
 LC1875'
 LC1875'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. NO.
 LC1875'24 AND NO. 51 IN EL PASO GO WEST ON NO. 24 FOR 1.0 MILE TO
 LC1875'A CROSS ROAD, TURN LEFT (SOUTH) AND GO 1.95 MILES TO THE
 LC1875'STATION ON THE LEFT (EAST) SIDE OF THE ROAD.
 LC1875'
 LC1875'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1875'BRONZE DISKS SET IN CONCRETE.
 LC1875'
 LC1875'REFERENCE MARK NO. 1 IS 26.353 METERS, 86.46 FEET, SOUTHWEST
 LC1875'OF THE STATION.  IT IS 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE
 LC1875'LINE AND 27 FEET WEST OF THE CENTER LINE OF THE ROAD.  THE
 LC1875'MARK, PROJECTS 2 INCHES ABOVE THE GROUND AND IS
 LC1875'STAMPED DRESSLER NO 1 1939.
 LC1875'
 LC1875'REFERENCE MARK NO. 2 IS 33.741 METERS, 110.70 FEET, NORTHWEST
 LC1875'OF THE STATION.  IT IS 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE
 LC1875'LINE, AND 27 FEET WEST OF THE CENTER LINE OF THE ROAD.  THE
 LC1875'MARK, IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LC1875'IS STAMPED DRESSLER NO 2 1939.
 LC1875'
 LC1875'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH OF THE STATION.
 LC1875'IT IS 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE LINE, AND 28
 LC1875'FEET EAST OF THE CENTER LINE OF THE ROAD.  THE MARK,
 LC1875'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 LC1875'DRESSLER 1939.  TO REACH THE MARK FROM THE STATION GO NORTH
 LC1875'FOR 0.25 MILE TO THE MARK ON THE RIGHT (EAST) SIDE OF THE
 LC1875'ROAD.
 LC1875'
 LC1875'THE REFERENCE MARKS AND THE AZIMUTH MARK ARE WITNESSED BY
 LC1875'4- BY 4-INCH WHITE POSTS WHICH PROJECT 2-1/2 FEET ABOVE
 LC1875'THE GROUND.
 LC1875'
 LC1875'A 77-FOOT TOWER NEEDED TO SEE A 64-FOOT TOWER AT LUDWICK.
 LC1875'
 LC1875'A 77-FOOT TOWER NEEDED TO SEE A 90-FOOT TOWER AT GINGRICH.
 LC1875'
 LC1875'A 77-FOOT TOWER NEEDED TO SEE A 64-FOOT TOWER AT HUMMEL.
 LC1875'
 LC1875'A 77-FOOT TOWER NEEDED TO SEE A 90-FOOT TOWER AT MILLER.
 LC1875'
 LC1875'A 37-FOOT TOWER NEEDED TO SEE A 64-FOOT TOWER AT PANOLA ECC 1939.
 LC1875'
 LC1875'A 90-FOOT TOWER AT EL PASO ECC 1939 IS VISIBLE FROM GROUND.
 LC1875'
 LC1875'A 90-FOOT TOWER AT FEVERS IS VISIBLE FROM GROUND.
 LC1875'
 LC1875'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1875
 LC1875                          STATION RECOVERY (1959)
 LC1875
 LC1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1875'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LC1875'CONDITION.  THE AZIMUTH MARK WAS MOVED AT THE PROPERTY OWNERS
 LC1875'REQUEST.  THE STATION IS IN WOODFORD COUNTY AND NOT LIVINGSTON
 LC1875'COUNTY.  REFERENCE MARKS 1 AND 2 WERE RECOVERED BUT THE DISTANCES
 LC1875'OR DIRECTIONS DID NOT CHECK.  A LOCAL RESIDENT STATES THAT
 LC1875'BOTH REFERENCE MARKS HAD BEEN DUG UP AND RESET BY A FARMER.
 LC1875'
 LC1875'A COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS--
 LC1875'
 LC1875'THE STATION IS ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF EL PASO,
 LC1875'ABOUT 1 MILE WEST OF U.S. HIGHWAY 51, NEAR THE SOUTHWEST
 LC1875'CORNER OF SEC. 18, T. 26 N., R. 2 E., AND ON THE PROPERTY
 LC1875'OF MR. GEORGE DRESSLER.  IT IS 95 FEET SOUTH OF A TELEPHONE
 LC1875'POLE, 43 FEET EAST OF THE CENTERLINE OF A PAVED ROAD AND
 LC1875'15 FEET EAST OF A WITNESS POST AND A WIRE FENCE.  THE MONUMENT
 LC1875'IS 12 INCHES BELOW THE GROUND SURFACE AND THE DISK IS STAMPED
 LC1875'DRESSLER 1939.
 LC1875'
 LC1875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24
 LC1875'AND 51 IN EL PASO, GO WEST ON HIGHWAY 24 FOR 1.0 MILE TO
 LC1875'A CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 LC1875'1.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LC1875'CONTINUE SOUTH ON THE PAVED ROAD FOR 0.25 MILE TO THE TOP
 LC1875'OF A SMALL HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 LC1875'
 LC1875'REFERENCE MARK 1 IS 32 FEET NORTH OF A TELEPHONE POLE, 25
 LC1875'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD AND 1 FOOT
 LC1875'EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE
 LC1875'DISK IS STAMPED DRESSLER NO 1 1939.
 LC1875'
 LC1875'REFERENCE MARK 2 IS 54 FEET WEST OF A POWER POLE, 26 FEET
 LC1875'SOUTH OF A TELEPHONE POLE, 25 FEET WEST OF THE CENTERLINE
 LC1875'OF THE PAVED ROAD AND 1 FOOT EAST OF A WHITE WITNESS POST
 LC1875'AND A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 LC1875'DISK IS STAMPED DRESSLER NO 2 1939.
 LC1875'
 LC1875'REFERENCE MARK 3 IS 176 FEET NORTHEAST OF A TELEPHONE POLE,
 LC1875'123 FEET SOUTHEAST OF A POWER POLE, 122 FEET EAST OF THE
 LC1875'CENTERLINE OF THE PAVED ROAD AND 94 FEET EAST OF A WITNESS
 LC1875'POST AND A WIRE FENCE.  THE MONUMENT IS 10 INCHES BELOW THE
 LC1875'GROUND SURFACE AND THE DISK IS STAMPED DRESSLER NO 3 1939.
 LC1875'
 LC1875'THE AZIMUTH MARK IS 74 FEET SOUTH OF A TELEPHONE POLE, 26
 LC1875'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 2 FEET SOUTH
 LC1875'OF A WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  THE
 LC1875'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DRESSLER
 LC1875'1939 RESET 1959.
 LC1875'
 LC1875'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LC1875
 LC1875                          STATION RECOVERY (1972)
 LC1875
 LC1875'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RIL)
 LC1875'DRESSLER 1939-GOOD
 LC1875'
 LC1875'DRESSLER NO. 1 1939-GOOD
 LC1875'
 LC1875'DRESSLER NO. 2 1939-GOOD
 LC1875'
 LC1875'DRESSLER NO. 3 1939-WAS NOT DUG UP AT THIS TIME
 LC1875'
 LC1875'DRESSLER 1939 RESET 1959-DESTROYED
 LC1875'
 LC1875'IN DESCRIPTION.  R.M. 1 DELETE, 32 FEET NORTH OF A TELEPHONE
 LC1875'POLE.
 LC1875'
 LC1875'R.M. 2 DELETE, 26 FEET SOUTH OF A TELEPHONE POLE.  AND A WHITE
 LC1875'WITNESS POST.
 LC1875'
 LC1875'AZI MARK HAS BEEN DESTROYED.  MONUMENT WAS FOUND LAYING
 LC1875'ON ITS SIDE.  DISK WAS FOUND ON THE GROUND.
 LC1875
 LC1875                          STATION RECOVERY (1973)
 LC1875
 LC1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 LC1875'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN
 LC1875'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND BROKEN AND THE
 LC1875'DISK GONE.  REFERENCE MARK 3 WAS FOUND WITH THE TOP PORTION
 LC1875'BROKEN AND THE DISK GONE.  IT IS THOUGHT THAT BOTH THE AZIMUTH
 LC1875'MARK AND REFERENCE MARK 3 WERE SET IN FREEZING WEATHER AND
 LC1875'JUST FELL APART.  THE DISTANCE AND DIRECTION TO REFERENCE
 LC1875'MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED
 LC1875'BUT THE DISTANCE WAS FOUND TO BE SHORTER BY 0.04 OF A FOOT.
 LC1875'THE DIRECTION TO THE MAST CHECKED.  REFERENCE MARK 4 (AZ.
 LC1875'MK. 1973) WAS SET.  A NEW DESCRIPTION FOLLOWS--
 LC1875'
 LC1875'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SEC. 18,
 LC1875'T-26-N, R-2-E, ON THE PROPERTY AND IN A CULTIVATED FIELD OWNED
 LC1875'BY THE DRESSLER HEIRS, 95 FEET SOUTH OF A POWER POLE, 43 FEET
 LC1875'EAST OF THE CENTERLINE OF PAVED ROAD, 15 FEET EAST OF A
 LC1875'FENCE AND A METAL WITNESS POST AND 321 FEET NORTH OF THE
 LC1875'CENTERLINE OF A PAVED ROAD.  THE MONUMENT IS ABOUT 12 INCHES
 LC1875'UNDERGROUND AND THE DISK IS STAMPED DRESSLER 1939.
 LC1875'
 LC1875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 LC1875'AND 24 AT EL PASO, GO WEST ON HIGHWAY 24 FOR 1.0 MILE TO
 LC1875'A CROSSROAD.  TURN LEFT AND GO SOUTH ON PAVED ROAD FOR 1.95
 LC1875'MILES TO THE STATION ON THE LEFT JUST BEFORE REACHING A
 LC1875'PAVED CROSSROAD.
 LC1875'
 LC1875'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON PAVED
 LC1875'ROAD FOR 321 FEET TO A PAVED CROSSROAD.  TURN LEFT AND GO EAST
 LC1875'ON PAVED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK (R.M. NO. 4)
 LC1875'ON THE RIGHT.
 LC1875'
 LC1875'REFERENCE MARK 1 IS 1 FOOT EAST OF A FENCE, 25 FEET WEST
 LC1875'OF THE CENTERLINE OF THE ROAD, 274 FEET NORTH OF CENTERLINE
 LC1875'OF PAVED ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 LC1875'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DRESSLER
 LC1875'NO 1 1939.
 LC1875'
 LC1875'REFERENCE MARK 2 IS 54 FEET WEST OF THE POWER POLE, 1 FOOT
 LC1875'EAST OF THE FENCE, 25 FEET WEST OF THE CENTERLINE OF THE ROAD,
 LC1875'409 FEET NORTH OF THE CENTERLINE OF PAVED ROAD AND 1 FOOT
 LC1875'SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 LC1875'AND THE DISK IS STAMPED DRESSLER NO 2 1939.
 LC1875'
 LC1875'THE AZIMUTH MARK (R.M. NO. 4) IS A STANDARD REFERENCE MARK
 LC1875'DISK STAMPED DRESSLER 1939 NO 4 1973) SET IN A DRILL HOLE
 LC1875'IN THE TOP AND WEST END OF A CONCRETE HEADWALL OF A 4 FOOT
 LC1875'BOX CULVERT PROJECTING ABOUT 2 FEET ABOVE ROAD, 12 FEET
 LC1875'SOUTH OF THE CENTERLINE OF ROAD, 5 FEET EAST OF A TALL METAL
 LC1875'POST WITH A WITNESS SIGN ATTACHED AND 1 FOOT EAST OF THE
 LC1875'WEST END OF THE HEADWALL.
 LC1875'
 LC1875'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1875'
 LC1875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 LC1875'MILES SOUTHWEST OF EL PASO
 LC1875
 LC1875                          STATION RECOVERY (1998)
 LC1875
 LC1875'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI6933 ***********************************************************************
 CI6933  DESIGNATION -  DRESSLER RM 2 RESET
 CI6933  PID         -  CI6933
 CI6933  STATE/COUNTY-  IL/WOODFORD
 CI6933  USGS QUAD   -  EL PASO (1995)
 CI6933
 CI6933                         *CURRENT SURVEY CONTROL
 CI6933  ___________________________________________________________________
 CI6933* NAD 83(1997)-  40 42 31.28280(N)    089 02 36.84512(W)     ADJUSTED  
 CI6933* NAVD 88     -       230.3    (meters)     756.     (feet)  GPS OBS   
 CI6933  ___________________________________________________________________
 CI6933  X           -      80,821.577 (meters)                     COMP
 CI6933  Y           -  -4,841,228.163 (meters)                     COMP
 CI6933  Z           -   4,138,083.451 (meters)                     COMP
 CI6933  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CI6933  ELLIP HEIGHT-         198.10  (meters)          (02/03/05) GPS OBS
 CI6933  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 CI6933
 CI6933  HORZ ORDER  -  FIRST
 CI6933  ELLP ORDER  -  FOURTH    CLASS II
 CI6933
 CI6933.The horizontal coordinates were established by GPS observations
 CI6933.and adjusted by the AMERICAN SURVEYING in March 2003..
 CI6933
 CI6933.The orthometric height was determined by GPS observations and a
 CI6933.high-resolution geoid model.
 CI6933
 CI6933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI6933
 CI6933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI6933
 CI6933.The ellipsoidal height was determined by GPS observations
 CI6933.and is referenced to NAD 83.
 CI6933
 CI6933.The geoid height was determined by GEOID03.
 CI6933
 CI6933;                    North         East     Units Scale Factor Converg.
 CI6933;SPC IL W     -   449,283.781   794,902.248   MT  1.00005199   +0 43 57.2
 CI6933;SPC IL W     - 1,474,025.20  2,607,941.79   sFT  1.00005199   +0 43 57.2
 CI6933;UTM  16      - 4,508,428.001   327,372.790   MT  0.99996681   -1 19 59.4
 CI6933
 CI6933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI6933!SPC IL W     -   0.99996893  x   1.00005199  =   1.00002091
 CI6933!UTM  16      -   0.99996893  x   0.99996681  =   0.99993574
 CI6933
 CI6933                          SUPERSEDED SURVEY CONTROL
 CI6933
 CI6933  ELLIP H (03/04/03)  198.09   (m)                       GP(       ) 4 2
 CI6933
 CI6933.Superseded values are not recommended for survey control.
 CI6933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI6933.See file dsdata.txt to determine how the superseded data were derived.
 CI6933
 CI6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2737308428(NAD 83)
 CI6933_MARKER: DZ = AZIMUTH MARK DISK
 CI6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI6933_STAMPING: DRESSLER NO 2 1939
 CI6933_MARK LOGO: CGS   
 CI6933_PROJECTION: FLUSH
 CI6933_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI6933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI6933+STABILITY: SURFACE MOTION
 CI6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI6933+SATELLITE: SATELLITE OBSERVATIONS - 2001
 CI6933
 CI6933  HISTORY     - Date     Condition        Report By
 CI6933  HISTORY     - 1939     MONUMENTED       CGS
 CI6933  HISTORY     - 2001     GOOD             ASCPC
 CI6933
 CI6933                          STATION DESCRIPTION
 CI6933
 CI6933'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 CI6933'FROM THE INTERSECTION OF US-24 AND IL-251 ON EL PASO, GO WEST ON US
 CI6933'-24 FOR 1.0 MILE TO 2600
 CI6933'EAST, THENCE SOUTH ALONG 2600 EAST 26.00 FEET WEST OF THE CENTERLINE
 CI6933'OF 2600EAST AND 1.50
 CI6933'FEET SOUTH OF METAL WITNESS POST  WITH SIGN.
 CI6933'*STAMPED- DRESSLER NO. 2 1939
 CI6933' 
 CI6933' 
 CI6933' 
 CI6933'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1874 ***********************************************************************
 LC1874  DESIGNATION -  DRESSLER RM 3
 LC1874  PID         -  LC1874
 LC1874  STATE/COUNTY-  IL/WOODFORD
 LC1874  USGS QUAD   -  EL PASO (1995)
 LC1874
 LC1874                         *CURRENT SURVEY CONTROL
 LC1874  ___________________________________________________________________
 LC1874* NAD 83(1997)-  40 42 30.62087(N)    089 02 34.92228(W)     ADJUSTED  
 LC1874* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 LC1874  ___________________________________________________________________
 LC1874  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 LC1874  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LC1874
 LC1874  HORZ ORDER  -  FIRST
 LC1874
 LC1874.The horizontal coordinates were established by classical geodetic methods
 LC1874.and adjusted by the National Geodetic Survey in October 1999..
 LC1874
 LC1874.The orthometric height was scaled from a topographic map.
 LC1874
 LC1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1874
 LC1874.The geoid height was determined by GEOID03.
 LC1874
 LC1874;                    North         East     Units Scale Factor Converg.
 LC1874;SPC IL W     -   449,263.940   794,947.644   MT  1.00005210   +0 43 58.4
 LC1874;SPC IL W     - 1,473,960.11  2,608,090.73   sFT  1.00005210   +0 43 58.4
 LC1874;SPC IL E     -   448,914.111   240,028.188   MT  1.00001925   -0 27 46.4
 LC1874;SPC IL E     - 1,472,812.38    787,492.48   sFT  1.00001925   -0 27 46.4
 LC1874;UTM  16      - 4,508,406.539   327,417.437   MT  0.99996662   -1 19 58.1
 LC1874
 LC1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1874!SPC IL W     -   0.99996898  x   1.00005210  =   1.00002108
 LC1874!SPC IL E     -   0.99996898  x   1.00001925  =   0.99998823
 LC1874!UTM  16      -   0.99996898  x   0.99996662  =   0.99993561
 LC1874
 LC1874:                Primary Azimuth Mark                     Grid Az
 LC1874:SPC IL W     -  EL PASO MUNICIPAL TANK                   028 11 13.0
 LC1874:SPC IL E     -  EL PASO MUNICIPAL TANK                   029 22 57.8
 LC1874:UTM  16      -  EL PASO MUNICIPAL TANK                   030 15 09.5
 LC1874
 LC1874|---------------------------------------------------------------------|
 LC1874| PID    Reference Object                     Distance      Geod. Az  |
 LC1874|                                                           dddmmss.s |
 LC1874| LC1873 EL PASO MUNICIPAL TANK              APPROX. 3.8 KM 0285511.4 |
 LC1874| LC1853 EL PASO SINCLAIR PLINE CO MAST      APPROX. 6.4 KM 0851446.7 |
 LC1874| CI6931 DRESSLER RM 1 RESET                  48.994 METERS 24453     |
 LC1874| LC1875 DRESSLER                             24.424 METERS 25843     |
 LC1874| CI6933 DRESSLER RM 2 RESET                  49.539 METERS 29420     |
 LC1874| CI6928 DRESSLER AZ MK                                     3525430.2 |
 LC1874|---------------------------------------------------------------------|
 LC1874
 LC1874                          SUPERSEDED SURVEY CONTROL
 LC1874
 LC1874  NAD 83(1986)-  40 42 30.63664(N)    089 02 34.92627(W) AD(       ) 1
 LC1874  NAD 27      -  40 42 30.50940(N)    089 02 34.65780(W) AD(       ) 1
 LC1874
 LC1874.Superseded values are not recommended for survey control.
 LC1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1874.See file dsdata.txt to determine how the superseded data were derived.
 LC1874
 LC1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2741708407(NAD 83)
 LC1874_MARKER: DS = TRIANGULATION STATION DISK
 LC1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1874
 LC1874  HISTORY     - Date     Condition        Report By
 LC1874  HISTORY     - 1959     MONUMENTED       CGS
 LC1874  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC1874
 LC1874                          STATION DESCRIPTION
 LC1874
 LC1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1874'THE STATION IS ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF EL PASO,
 LC1874'ABOUT 1 MILE WEST OF U.S. HIGHWAY 51, NEAR THE SOUTHWEST
 LC1874'CORNER OF SEC. 18, T. 26 N., R. 2 E., AND ON THE PROPERTY
 LC1874'OF MR. GEORGE DRESSLER.  IT IS 176 FEET NORTHEAST OF A TELEPHONE
 LC1874'POLE, 123 FEET SOUTHEAST OF A POWER POLE, 122 FEET EAST OF
 LC1874'THE CENTERLINE OF A PAVED ROAD AND 94 FEET EAST OF A WITNESS
 LC1874'POST AND A WIRE FENCE.  THE MONUMENT IS 10 INCHES BELOW THE
 LC1874'GROUND SURFACE AND THE DISK IS STAMPED DRESSLER NO 3 1939.
 LC1874'
 LC1874'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24
 LC1874'AND 51 IN EL PASO, GO WEST ON HIGHWAY 24 FOR 1.0 MILE TO A
 LC1874'CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 1.7
 LC1874'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 LC1874'SOUTH ON THE PAVED ROAD FOR 0.25 MILE TO THE TOP OF A SMALL
 LC1874'HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 LC1874'
 LC1874'REFERENCE MARK 1 IS 32 FEET NORTH OF A TELEPHONE POLE, 25
 LC1874'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD AND 1 FOOT EAST
 LC1874'OF A WIRE FENCE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 LC1874'IS STAMPED DRESSLER NO 1 1939.
 LC1874'
 LC1874'REFERENCE MARK 2 IS 54 FEET WEST OF A POWER POLE, 26 FEET
 LC1874'SOUTH OF A TELEPHONE POLE, 25 FEET WEST OF THE CENTERLINE
 LC1874'OF THE PAVED ROAD AND 1 FOOT EAST OF A WHITE WITNESS POST
 LC1874'AND A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 LC1874'DISK IS STAMPED DRESSLER NO 2 1939.
 LC1874'
 LC1874'DRESSLER 1939 IS 95 FEET SOUTH OF A TELEPHONE POLE, 43 FEET
 LC1874'EAST OF THE CENTERLINE OF THE PAVED ROAD AND 15 FEET EAST
 LC1874'OF A WITNESS POST AND A WIRE FENCE.  THE MONUMENT IS 12 INCHES
 LC1874'BELOW THE GROUND SURFACE AND THE DISK IS STAMPED DRESSLER
 LC1874'1939.
 LC1874'
 LC1874'THE AZIMUTH MARK IS 74 FEET SOUTH OF A TELEPHONE POLE, 26
 LC1874'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 2 FEET SOUTH
 LC1874'OF A WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  THE
 LC1874'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DRESSLER
 LC1874'1939 RESET 1959.
 LC1874'
 LC1874'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LC1874
 LC1874                          STATION RECOVERY (1998)
 LC1874
 LC1874'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1591 ***********************************************************************
 JC1591  DESIGNATION -  DREYER
 JC1591  PID         -  JC1591
 JC1591  STATE/COUNTY-  IL/ST CLAIR
 JC1591  USGS QUAD   -  CAHOKIA (1993)
 JC1591
 JC1591                         *CURRENT SURVEY CONTROL
 JC1591  ___________________________________________________________________
 JC1591* NAD 83(1997)-  38 30 06.40226(N)    090 11 54.78592(W)     ADJUSTED  
 JC1591* NAVD 88     -       212.9    (meters)     698.     (feet)  VERTCON   
 JC1591  ___________________________________________________________________
 JC1591  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 JC1591  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JC1591
 JC1591  HORZ ORDER  -  FIRST
 JC1591
 JC1591.The horizontal coordinates were established by classical geodetic methods
 JC1591.and adjusted by the National Geodetic Survey in October 1999..
 JC1591
 JC1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1591
 JC1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1591
 JC1591.The geoid height was determined by GEOID03.
 JC1591
 JC1591;                    North         East     Units Scale Factor Converg.
 JC1591;SPC IL W     -   203,665.073   697,218.817   MT  0.99994127   -0 01 11.5
 JC1591;SPC IL W     -   668,191.16  2,287,458.74   sFT  0.99994127   -0 01 11.5
 JC1591;SPC MO E     -   296,169.597   276,293.802   MT  0.99994184   +0 11 15.6
 JC1591;UTM  15      - 4,265,210.460   744,296.440   MT  1.00033502   +1 44 41.5
 JC1591
 JC1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1591!SPC IL W     -   0.99997140  x   0.99994127  =   0.99991267
 JC1591!SPC MO E     -   0.99997140  x   0.99994184  =   0.99991324
 JC1591!UTM  15      -   0.99997140  x   1.00033502  =   1.00030641
 JC1591
 JC1591                          SUPERSEDED SURVEY CONTROL
 JC1591
 JC1591  NAD 83(1986)-  38 30 06.41800(N)    090 11 54.78110(W) AD(       ) 1
 JC1591  NAD 27      -  38 30 06.23000(N)    090 11 54.37700(W) AD(       ) 1
 JC1591  NGVD 29 (07/19/86)  213.1    (m)          699.     (f) VERT ANG       
 JC1591
 JC1591.Superseded values are not recommended for survey control.
 JC1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1591.See file dsdata.txt to determine how the superseded data were derived.
 JC1591
 JC1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4429665210(NAD 83)
 JC1591_MARKER: S = SPIKE
 JC1591_SETTING: 0 = UNSPECIFIED SETTING
 JC1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1591
 JC1591  HISTORY     - Date     Condition        Report By
 JC1591  HISTORY     - 1871     MONUMENTED       CGS
 JC1591  HISTORY     - 1937     MARK NOT FOUND   CGS
 JC1591
 JC1591                          STATION DESCRIPTION
 JC1591
 JC1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (REH)
 JC1591'ON THE BLUFFS ABOUT 6 MILES NORTHWEST OF THE TOWN OF CENTERVILLE
 JC1591'AND ABOUT 1-1/2 MILES A LITTLE WEST OF SOUTH OF FALLING SPRINGS
 JC1591'IN THE SOUTHERN PART OF SEC. 27, T. 1 N., R. 10 W.  THE STATION
 JC1591'IS ABOUT 17 METERS NORTH OF THE CARONDOLET ROAD NEAR WHERE IT
 JC1591'STRIKES THE BLUFFS, IN A FIELD BELONGING TO FREIDRICK DREYER,
 JC1591'ABOUT 370 METERS WEST BY NORTH FROM HIS HOUSE.  THE STATION IS
 JC1591'MARKED BY A SPIKE IN THE TOP OF A CEDAR POST PROJECTING ABOUT
 JC1591'4 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK IS THE APEX
 JC1591'OF AN EARTHENWARE PYRAMID 6 INCHES ON AN EDGE, ABOUT 30 INCHES
 JC1591'BELOW THE GROUND, AND HAS ON ONE FACE THE RAISED LETTERS
 JC1591'U.S.C.S.  THERE ARE THREE REFERENCE POSTS IN THE FENCE LINE ON
 JC1591'THE NORTH SIDE OF THE ROAD AT THE FOLLOWING DISTANCES AND
 JC1591'BEARINGS FROM THE STATION- 23.33 METERS, S 34 DEG 01 MIN E,
 JC1591'19.64 METERS, S 11 DEG 08 MIN W, AND 32.90 METERS, S 56 DEG 17 MIN W.
 JC1591'THE SECOND OR CENTER REFERENCE POST IS 368.8 METERS FROM THE
 JC1591'NORTHWEST CORNER OF DREYERS CORNHOUSE, AND THE TOP IS INSCRIBED
 JC1591'WITH THE LETTERS U.S.C. AND G.S.
 JC1591
 JC1591                          STATION RECOVERY (1937)
 JC1591
 JC1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JC1591'STATION WAS NOT RECOVERED.  ALL REFERENCE MARKS HAVE BEEN DESTROYED,
 JC1591'THE ROADS HAVE BEEN CHANGED AND THE FIELD BOUNDARIES HAVE BEEN
 JC1591'MOVED.  THE STATION IS DESCRIBED AS A STONE SUB-SURFACE POST
 JC1591'AND A CEDAR POST FOR THE SURFACE MARK.  THE STONE POST SUB-SURFACE
 JC1591'MARK WAS FOUND IN THE FARMYARD AND NO FURTHER EFFORT WAS SPENT ON
 JC1591'THIS STATION.
 JC1591'
 JC1591'STATION IS REPORTED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1635 ***********************************************************************
 HB1635  DESIGNATION -  DRUMSTA
 HB1635  PID         -  HB1635
 HB1635  STATE/COUNTY-  IL/FRANKLIN
 HB1635  USGS QUAD   -  WEST FRANKFORT (1978)
 HB1635
 HB1635                         *CURRENT SURVEY CONTROL
 HB1635  ___________________________________________________________________
 HB1635* NAD 83(1997)-  37 56 22.68913(N)    088 53 05.77660(W)     ADJUSTED  
 HB1635* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 HB1635  ___________________________________________________________________
 HB1635  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 HB1635  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HB1635
 HB1635  HORZ ORDER  -  SECOND
 HB1635
 HB1635.The horizontal coordinates were established by classical geodetic methods
 HB1635.and adjusted by the National Geodetic Survey in October 1999..
 HB1635
 HB1635.The orthometric height was scaled from a topographic map.
 HB1635
 HB1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1635
 HB1635.The geoid height was determined by GEOID03.
 HB1635
 HB1635;                    North         East     Units Scale Factor Converg.
 HB1635;SPC IL E     -   141,418.354   251,512.551   MT  1.00000394   -0 20 20.9
 HB1635;SPC IL E     -   463,970.05    825,170.76   sFT  1.00000394   -0 20 20.9
 HB1635;UTM  16      - 4,200,793.019   334,364.560   MT  0.99993791   -1 09 33.1
 HB1635
 HB1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1635!SPC IL E     -   0.99998300  x   1.00000394  =   0.99998694
 HB1635!UTM  16      -   0.99998300  x   0.99993791  =   0.99992091
 HB1635
 HB1635|---------------------------------------------------------------------|
 HB1635| PID    Reference Object                     Distance      Geod. Az  |
 HB1635|                                                           dddmmss.s |
 HB1635| CI4320 DRUMSTA RM 1                         10.320 METERS 01357     |
 HB1635| CI4319 DRUMSTA AZ MK                                      1204832.8 |
 HB1635| CI4321 DRUMSTA RM 2                         10.327 METERS 21839     |
 HB1635|---------------------------------------------------------------------|
 HB1635
 HB1635                          SUPERSEDED SURVEY CONTROL
 HB1635
 HB1635  NAD 83(1997)-  37 56 22.69924(N)    088 53 05.77627(W) AD(       ) 2
 HB1635  NAD 83(1986)-  37 56 22.70168(N)    088 53 05.77819(W) AD(       ) 2
 HB1635  NAD 27      -  37 56 22.52204(N)    088 53 05.53851(W) AD(       ) 2
 HB1635
 HB1635.Superseded values are not recommended for survey control.
 HB1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1635.See file dsdata.txt to determine how the superseded data were derived.
 HB1635
 HB1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3436500793(NAD 83)
 HB1635_MARKER: DS = TRIANGULATION STATION DISK
 HB1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1635
 HB1635  HISTORY     - Date     Condition        Report By
 HB1635  HISTORY     - 1960     MONUMENTED       CGS
 HB1635  HISTORY     - 19861104 MARK NOT FOUND   NGS
 HB1635
 HB1635                          STATION DESCRIPTION
 HB1635
 HB1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1635'THE STATION IS ABOUT 4 MILES SOUTH OF BENTON, ABOUT 4 MILES
 HB1635'NORTH-NORTHEAST OF WEST FRANKFORT, NEAR THE CENTER OF SEC. 4,
 HB1635'T. 7 S., R. 3 E., AND ON THE PROPERTY OF MR. M.J. DRUMSTA. IT IS 50
 HB1635'FEET NORTH OF THE CENTERLINE OF A GRAVELED FARM ROAD, 27
 HB1635'FEET WEST OF THE CENTERLINE OF THE GRAVELED FARM ROAD AND 6 FEET
 HB1635'NORTH OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 HB1635'IS STAMPED DRUMSTA 1960.
 HB1635'
 HB1635'TO REACH THE STATION FROM THE POST OFFICE IN WEST FRANKFORT, GO EAST
 HB1635'ON STATE HIGHWAY 149 FOR 1.5 MILES TO A SIDE ROAD LEFT AND A
 HB1635'SIGN DEERING 2 MI. TURN LEFT AND GO NORTHERLY ON NORTH HORREL STREET
 HB1635'FOR 0.95 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND GO
 HB1635'NORTHEAST AND NORTH ON THE PAVED ROAD FOR 1.6 MILES TO A CROSSROAD
 HB1635'AND THE END OF THE PAVEMENT*. CONTINUE NORTH ON A GRAVELED
 HB1635'ROAD FOR 0.55 MILE TO A FIELD ROAD RIGHT JUST AFTER PASSING A RED
 HB1635'BARN ON THE RIGHT. TURN RIGHT AND GO EAST ON THE FIELD ROAD
 HB1635'FOR 0.15 MILE TO A FORK JUST BEFORE REACHING A RAILROAD TRACK.
 HB1635'TAKE THE LEFT FORK AND GO NORTHEAST ALONG THE NORTH SIDE OF A FENCE
 HB1635'FOR 0.5 MILE TO A POINT WHERE THE ROAD LEAVES THE FENCE LINE
 HB1635'AND TURNS NORTHERLY. TURN LEFT AND FOLLOW THE FIELD ROAD NORTHERLY
 HB1635'FOR 0.1 MILE TO A T-ROAD. TURN LEFT AND GO WEST AND SOUTH ON
 HB1635'A GRAVELED FARM ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT AT A
 HB1635'POINT WHERE THE FARM ROAD TURNS FROM SOUTH TO WEST.
 HB1635'
 HB1635'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A GRAVELED
 HB1635'ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH
 HB1635'ON A GRAVELED ROAD FOR 0.4 MILE TO A FARM ROAD RIGHT AND THE AZIMUTH
 HB1635'MARK ON THE RIGHT AS DESCRIBED.
 HB1635'
 HB1635'REFERENCE MARK 1 IS 40 FEET NORTH OF A WITNESS POST AND 22 FEET WEST
 HB1635'OF THE CENTERLINE OF THE GRAVELED FARM ROAD.  THE MONUMENT IS
 HB1635'FLUSH AND THE DISK IS STAMPED DRUMSTA NO 1 1960.
 HB1635'
 HB1635'REFERENCE MARK 2 IS 31 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 HB1635'FARM ROAD, 30 FEET SOUTHWEST OF THE WITNESS POST AND 23
 HB1635'FEET NORTH OF THE CENTERLINE OF THE GRAVELED FARM ROAD. THE MONUMENT
 HB1635'PROJECTS 2 INCHES AND THE DISK IS STAMPED DRUMSTA NO 2 1960.
 HB1635'
 HB1635'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HB1635'ROAD, 23 FEET NORTH OF THE CENTERLINE OF A FARM ROAD, 4 FEET
 HB1635'NORTH OF A POWER LINE GUY POLE AND 2 FEET SOUTH OF A WITNESS POST.
 HB1635'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DRUMSTA
 HB1635'1960.
 HB1635'
 HB1635'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HB1635'
 HB1635'NO PICTURE POINT AVAILABLE
 HB1635
 HB1635                          STATION RECOVERY (1986)
 HB1635
 HB1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (PS)
 HB1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1690 ***********************************************************************
 HB1690  DESIGNATION -  DRURY
 HB1690  PID         -  HB1690
 HB1690  STATE/COUNTY-  IL/JACKSON
 HB1690  USGS QUAD   -  CARBONDALE (1996)
 HB1690
 HB1690                         *CURRENT SURVEY CONTROL
 HB1690  ___________________________________________________________________
 HB1690* NAD 83(1997)-  37 39 15.14429(N)    089 14 18.01338(W)     ADJUSTED  
 HB1690* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 HB1690  ___________________________________________________________________
 HB1690  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 HB1690  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 HB1690
 HB1690  HORZ ORDER  -  SECOND
 HB1690
 HB1690.The horizontal coordinates were established by classical geodetic methods
 HB1690.and adjusted by the National Geodetic Survey in October 1999..
 HB1690
 HB1690.The orthometric height was scaled from a topographic map.
 HB1690
 HB1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1690
 HB1690.The geoid height was determined by GEOID03.
 HB1690
 HB1690;                    North         East     Units Scale Factor Converg.
 HB1690;SPC IL W     -   109,996.818   781,914.949   MT  1.00002380   +0 34 01.7
 HB1690;SPC IL W     -   360,881.23  2,565,332.63   sFT  1.00002380   +0 34 01.7
 HB1690;UTM  16      - 4,169,806.489   302,547.946   MT  1.00008024   -1 22 04.2
 HB1690
 HB1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1690!SPC IL W     -   0.99997442  x   1.00002380  =   0.99999822
 HB1690!UTM  16      -   0.99997442  x   1.00008024  =   1.00005466
 HB1690
 HB1690:                Primary Azimuth Mark                     Grid Az
 HB1690:SPC IL W     -  CARBONDALE RADIO WSIU FM TOWER           002 15 40.9
 HB1690:UTM  16      -  CARBONDALE RADIO WSIU FM TOWER           004 11 46.8
 HB1690
 HB1690|---------------------------------------------------------------------|
 HB1690| PID    Reference Object                     Distance      Geod. Az  |
 HB1690|                                                           dddmmss.s |
 HB1690| HB1686 CARBONDALE RADIO WSIU FM TOWER      APPROX. 6.0 KM 0024942.6 |
 HB1690| CI4323 DRURY RM 1                           23.005 METERS 17154     |
 HB1690| CI4322 DRURY AZ MK                                        1754408.6 |
 HB1690| CI4324 DRURY RM 2                           22.782 METERS 28036     |
 HB1690|---------------------------------------------------------------------|
 HB1690
 HB1690                          SUPERSEDED SURVEY CONTROL
 HB1690
 HB1690  NAD 83(1997)-  37 39 15.15311(N)    089 14 18.01474(W) AD(       ) 2
 HB1690  NAD 83(1986)-  37 39 15.15540(N)    089 14 18.01758(W) AD(       ) 2
 HB1690  NAD 27      -  37 39 14.97461(N)    089 14 17.71157(W) AD(       ) 2
 HB1690
 HB1690.Superseded values are not recommended for survey control.
 HB1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1690.See file dsdata.txt to determine how the superseded data were derived.
 HB1690
 HB1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0254869806(NAD 83)
 HB1690_MARKER: DS = TRIANGULATION STATION DISK
 HB1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1690
 HB1690  HISTORY     - Date     Condition        Report By
 HB1690  HISTORY     - 1961     MONUMENTED       CGS
 HB1690  HISTORY     - 1968     GOOD             ILHD
 HB1690
 HB1690                          STATION DESCRIPTION
 HB1690
 HB1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1690'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF CARBONDALE, ABOUT 9
 HB1690'MILES SOUTHEAST OF MURPHYSBORO AND IS IN THE NORTHWEST 1/4 OF
 HB1690'SECTION 20, T. 10 S., R. 1 W.. IT IS 57 FEET WEST OF THE CENTERLINE
 HB1690'OF U.S. HIGHWAY 51, 29 FEET SOUTHWEST OF A FENCE CORNER, 26
 HB1690'FEET NORTHWEST OF A 30 INCH WALNUT TREE AND 14 FEET SOUTH OF A
 HB1690'WITNESS POST AND WIRE FENCE. THE MONUMENT PROJECTS 2 INCHES AND
 HB1690'THE DISK IS STAMPED DRURY 1961.
 HB1690'
 HB1690'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 13 IN
 HB1690'CARBONDALE, GO SOUTH ON HIGHWAY 51 FOR 4.25 MILES TO A SIDE
 HB1690'ROAD LEFT IN A SMALL SETTLEMENT. CONTINUE SOUTH ON HIGHWAY 51 FOR
 HB1690'1.65 MILES TO A HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.
 HB1690'
 HB1690'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 51
 HB1690'FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK IN
 HB1690'THE NORTHEAST ANGLE.
 HB1690'
 HB1690'REFERENCE MARK 1 IS 33 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 32
 HB1690'FEET WEST OF THE CENTERLINE OF HIGHWAY 51 AND 1 FOOT WEST OF A
 HB1690'FENCE LINE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1690'DRURY NO 1 1961.
 HB1690'
 HB1690'REFERENCE MARK 2 IS 76 FEET WEST OF THE WITNESS POST AND 2 FEET SOUTH
 HB1690'OF THE WIRE FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE
 HB1690'DISK IS STAMPED DRURY NO 2 1961.
 HB1690'
 HB1690'THE AZIMUTH MARK IS 41 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY
 HB1690'EAST AND U.S. HIGHWAY 51, 33 FEET EAST OF THE CENTERLINE OF
 HB1690'HIGHWAY 51, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF A WITNESS
 HB1690'POST. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DRURY
 HB1690'1961.
 HB1690'
 HB1690'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1690
 HB1690                          STATION RECOVERY (1968)
 HB1690
 HB1690'RECOVERY NOTE BY IL HIGHWAY DEPT 1968
 HB1690'DRURY RECOVERED IN GOOD CONDITION. REFERENCE MARKS 1 AND 2 RECOVERED
 HB1690'IN GOOD CONDITION. AZIMUTH MARK RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0964 ***********************************************************************
 LC0964  DESIGNATION -  DRY
 LC0964  PID         -  LC0964
 LC0964  STATE/COUNTY-  IL/MCLEAN
 LC0964  USGS QUAD   -  NORMAL WEST (1995)
 LC0964
 LC0964                         *CURRENT SURVEY CONTROL
 LC0964  ___________________________________________________________________
 LC0964* NAD 83(1997)-  40 33 47.37806(N)    089 07 06.32383(W)     ADJUSTED  
 LC0964* NAVD 88     -       243.468  (meters)     798.78   (feet)  ADJUSTED  
 LC0964  ___________________________________________________________________
 LC0964  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 LC0964  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC0964  DYNAMIC HT  -         243.354 (meters)     798.40  (feet)  COMP
 LC0964  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 LC0964
 LC0964  HORZ ORDER  -  SECOND
 LC0964  VERT ORDER  -  SECOND    CLASS 0
 LC0964
 LC0964.The horizontal coordinates were established by classical geodetic methods
 LC0964.and adjusted by the National Geodetic Survey in October 1999..
 LC0964
 LC0964.The orthometric height was determined by differential leveling
 LC0964.and adjusted by the National Geodetic Survey in June 1991..
 LC0964
 LC0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0964
 LC0964.The geoid height was determined by GEOID03.
 LC0964
 LC0964.The dynamic height is computed by dividing the NAVD 88
 LC0964.geopotential number by the normal gravity value computed on the
 LC0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0964.degrees latitude (g = 980.6199 gals.).
 LC0964
 LC0964.The modeled gravity was interpolated from observed gravity values.
 LC0964
 LC0964;                    North         East     Units Scale Factor Converg.
 LC0964;SPC IL E     -   432,828.351   233,513.472   MT  1.00002939   -0 30 38.0
 LC0964;SPC IL E     - 1,420,037.68    766,118.78   sFT  1.00002939   -0 30 38.0
 LC0964;SPC IL W     -   433,045.582   788,769.411   MT  1.00003814   +0 40 54.1
 LC0964;SPC IL W     - 1,420,750.38  2,587,820.98   sFT  1.00003814   +0 40 54.1
 LC0964;UTM  16      - 4,492,422.082   320,659.894   MT  0.99999591   -1 22 40.6
 LC0964
 LC0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0964!SPC IL E     -   0.99996686  x   1.00002939  =   0.99999625
 LC0964!SPC IL W     -   0.99996686  x   1.00003814  =   1.00000500
 LC0964!UTM  16      -   0.99996686  x   0.99999591  =   0.99996277
 LC0964
 LC0964|---------------------------------------------------------------------|
 LC0964| PID    Reference Object                     Distance      Geod. Az  |
 LC0964|                                                           dddmmss.s |
 LC0964| KB0297 DRY RM 1                             13.440 METERS 08901     |
 LC0964| KB0296 DRY AZ MK                                          1765629.9 |
 LC0964| KB0299 DRY RM 2                             18.445 METERS 18052     |
 LC0964| LC0959 CARLOCK                             APPROX. 3.1 KM 3123356.0 |
 LC0964|---------------------------------------------------------------------|
 LC0964
 LC0964                          SUPERSEDED SURVEY CONTROL
 LC0964
 LC0964  NAD 83(1986)-  40 33 47.39135(N)    089 07 06.32507(W) AD(       ) 2
 LC0964  NAD 27      -  40 33 47.25890(N)    089 07 06.03660(W) AD(       ) 2
 LC0964  NGVD 29 (??/??/92)  243.530  (m)          798.98   (f) ADJ UNCH    2 0
 LC0964
 LC0964.Superseded values are not recommended for survey control.
 LC0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0964.See file dsdata.txt to determine how the superseded data were derived.
 LC0964
 LC0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2066092422(NAD 83)
 LC0964_MARKER: DS = TRIANGULATION STATION DISK
 LC0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0964_STAMPING: DRY 1959
 LC0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0964+STABILITY: SURFACE MOTION
 LC0964
 LC0964  HISTORY     - Date     Condition        Report By
 LC0964  HISTORY     - 1959     MONUMENTED       CGS
 LC0964  HISTORY     - 1959     GOOD             CGS
 LC0964  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LC0964  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0964
 LC0964                          STATION DESCRIPTION
 LC0964
 LC0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0964'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHEAST OF
 LC0964'CARLOCK, 3.5 MILES NORTHEAST OF DANVERS AND IN THE FRONT
 LC0964'YARD OF THE FARM HOME OF MR. C.F. GRIEDER.
 LC0964'
 LC0964'TO REACH THE STATION FROM THE POST OFFICE IN CARLOCK, GO
 LC0964'EAST ON U.S. HIGHWAY 150 FOR 0.65 MILE TO A SIDE ROAD RIGHT,
 LC0964'TURN RIGHT AND GO SOUTH FOR 1.30 MILES TO HOME OF MR. C.F.
 LC0964'GRIEDER AND STATION ON THE RIGHT.
 LC0964'
 LC0964'STATION MARK, A STANDARD DISK STAMPED DRY 1959, IS SET IN
 LC0964'A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LC0964'THE MARK IS 93 FEET EAST OF THE NORTHEAST CORNER OF HOUSE,
 LC0964'41 FEET NORTH OF DRIVEWAY, 21 FEET WEST OF THE APPROXIMATE
 LC0964'CENTER OF A GRAVEL ROAD AND 17 FEET SOUTH-SOUTHEAST OF A
 LC0964'48 INCH TREE.
 LC0964'
 LC0964'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED DRY NO
 LC0964'1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0964'2 INCHES.  THE MARK IS 22 FEET EAST OF THE APPROXIMATE CENTER
 LC0964'OF A GRAVEL ROAD, 1.4 FEET WEST OF FENCE AND 1.2 FEET WEST
 LC0964'OF WITNESS POST.
 LC0964'
 LC0964'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED DRY NO
 LC0964'2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0964'2 INCHES.  THE MARK IS 18.5 FEET SOUTH OF THE APPROXIMATE
 LC0964'CENTER OF DRIVEWAY, 23.5 FEET WEST OF THE APPROXIMATE CENTER
 LC0964'OF A GRAVEL ROAD, 4 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE
 LC0964'AND 3 FEET EAST OF FENCE.
 LC0964'
 LC0964'AZIMUTH MARK, A STANDARD DISK STAMPED DRY 1959, IS SET IN
 LC0964'A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LC0964'THE MARK IS 23 FEET EAST OF THE APPROXIMATE CENTER OF A
 LC0964'GRAVEL ROAD, 2 FEET WEST OF A FENCE AND 1.3 FEET WEST OF
 LC0964'A WITNESS POST.
 LC0964'
 LC0964'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 LC0964'GRAVEL ROAD 0.3 MILE TO AZIMUTH MARK ON THE LEFT.
 LC0964
 LC0964                          STATION RECOVERY (1959)
 LC0964
 LC0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0964'2 MI SE FROM CARLOCK.
 LC0964'ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO AND
 LC0964'ST. LOUIS RAILROAD STATION AT CARLOCK, THENCE 0.75 MILES EAST
 LC0964'ALONG A GRAVEL ROAD, THENCE 0.3 MILE SOUTH ALONG A GRAVEL ROAD,
 LC0964'AT A DRIVEWAY WEST TO A FARM HOUSE, 22 FEET WEST OF THE CENTER
 LC0964'LINE OF THE ROAD, 41 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY,
 LC0964'95 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 18 FEET
 LC0964'SOUTH-SOUTHEAST OF A 36-INCH MAPLE TREE, 45.4 FEET WEST OF A
 LC0964'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND
 LC0964'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LC0964
 LC0964                          STATION RECOVERY (1987)
 LC0964
 LC0964'RECOVERY NOTE BY US POWER SQUADRON 1987 (GI)
 LC0964'MARK NOT FOUND.
 LC0964
 LC0964                          STATION RECOVERY (1988)
 LC0964
 LC0964'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0298 ***********************************************************************
 KB0298  DESIGNATION -  DRY
 KB0298  PID         -  KB0298
 KB0298  STATE/COUNTY-  IL/COLES
 KB0298  USGS QUAD   -  MATTOON WEST (1984)
 KB0298
 KB0298                         *CURRENT SURVEY CONTROL
 KB0298  ___________________________________________________________________
 KB0298* NAD 83(1997)-  39 24 37.69711(N)    088 23 25.83237(W)     ADJUSTED  
 KB0298* NAVD 88     -       218.443  (meters)     716.68   (feet)  ADJUSTED  
 KB0298  ___________________________________________________________________
 KB0298  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 KB0298  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0298  DYNAMIC HT  -         218.315 (meters)     716.26  (feet)  COMP
 KB0298  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 KB0298
 KB0298  HORZ ORDER  -  SECOND
 KB0298  VERT ORDER  -  SECOND    CLASS 0
 KB0298
 KB0298.The horizontal coordinates were established by classical geodetic methods
 KB0298.and adjusted by the National Geodetic Survey in October 1999..
 KB0298
 KB0298.The orthometric height was determined by differential leveling
 KB0298.and adjusted by the National Geodetic Survey in June 1991..
 KB0298
 KB0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0298
 KB0298.The geoid height was determined by GEOID03.
 KB0298
 KB0298.The dynamic height is computed by dividing the NAVD 88
 KB0298.geopotential number by the normal gravity value computed on the
 KB0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0298.degrees latitude (g = 980.6199 gals.).
 KB0298
 KB0298.The modeled gravity was interpolated from observed gravity values.
 KB0298
 KB0298;                    North         East     Units Scale Factor Converg.
 KB0298;SPC IL E     -   304,548.755   295,075.946   MT  0.99997530   -0 02 10.7
 KB0298;SPC IL E     -   999,173.71    968,095.00   sFT  0.99997530   -0 02 10.7
 KB0298;UTM  16      - 4,363,250.974   380,289.869   MT  0.99977644   -0 52 58.4
 KB0298
 KB0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0298!SPC IL E     -   0.99997077  x   0.99997530  =   0.99994607
 KB0298!UTM  16      -   0.99997077  x   0.99977644  =   0.99974722
 KB0298
 KB0298:                Primary Azimuth Mark                     Grid Az
 KB0298:SPC IL E     -  MATTOON BELL TEL ATT MICROWAVE           044 09 11.7
 KB0298:UTM  16      -  MATTOON BELL TEL ATT MICROWAVE           044 59 59.4
 KB0298
 KB0298|---------------------------------------------------------------------|
 KB0298| PID    Reference Object                     Distance      Geod. Az  |
 KB0298|                                                           dddmmss.s |
 KB0298| KB1214 MATTOON BELL TEL ATT MICROWAVE      APPROX. 1.6 KM 0440701.0 |
 KB0298| KB0296 DRY AZ MK                                          0892441.5 |
 KB0298| KB0297 DRY RM 1                             11.120 METERS 09146     |
 KB0298| KB1140 DRY RM 3                              9.560 METERS 26855     |
 KB0298| KB0299 DRY RM 2                              9.548 METERS 26908     |
 KB0298|---------------------------------------------------------------------|
 KB0298
 KB0298                          SUPERSEDED SURVEY CONTROL
 KB0298
 KB0298  NAD 83(1997)-  39 24 37.69993(N)    088 23 25.83294(W) AD(       ) 2
 KB0298  NAD 83(1986)-  39 24 37.70971(N)    088 23 25.82907(W) AD(       ) 2
 KB0298  NAD 27      -  39 24 37.58470(N)    088 23 25.66010(W) AD(       ) 2
 KB0298  NGVD 29 (??/??/92)  218.508  (m)          716.89   (f) ADJ UNCH    2 0
 KB0298
 KB0298.Superseded values are not recommended for survey control.
 KB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0298.See file dsdata.txt to determine how the superseded data were derived.
 KB0298
 KB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8029063251(NAD 83)
 KB0298_MARKER: DS = TRIANGULATION STATION DISK
 KB0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0298_STAMPING: DRY 1959
 KB0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0298+STABILITY: SURFACE MOTION
 KB0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0298+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0298
 KB0298  HISTORY     - Date     Condition        Report By
 KB0298  HISTORY     - 1959     MONUMENTED       CGS
 KB0298  HISTORY     - 1959     GOOD             CGS
 KB0298  HISTORY     - 1973     GOOD             NGS
 KB0298  HISTORY     - 1978     GOOD             NGS
 KB0298  HISTORY     - 1978     GOOD             USGS
 KB0298  HISTORY     - 20050228 GOOD             ILDT
 KB0298
 KB0298                          STATION DESCRIPTION
 KB0298
 KB0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0298'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF MATTOON AND ABOUT 2.5
 KB0298'MILES NORTH-EAST OF THE VILLAGE OF AETNA ON ROAD RIGHT-OF-WAY.
 KB0298'
 KB0298'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 45 AND STATE
 KB0298'HIGHWAY 16 ABOUT ONE BLOCK WEST OF THE POST OFFICE IN MATTOON, GO
 KB0298'SOUTHERLY ON U.S. HIGHWAY 45 FOR 4.25 MILES TO A MICROWAVE TOWER ON
 KB0298'LEFT,, CONTINUE SOUTH FOR 0.8 MILE TO A CROSSROAD, TURN RIGHT AND
 KB0298'GO WEST FOR 0.7 MILE TO STATION ON LEFT AT A BOARD GATE.
 KB0298'
 KB0298'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A 12 X 12
 KB0298'INCH CONCRETE POST PROJECTING ABOUT 6 INCHES AND THE DISK IS
 KB0298'STAMPED DRY 1959. IT IS 1.6 FEET NORTH OF FENCE, 1.6 FEET NORTH OF
 KB0298'WITNESS POST AND 18 FEET SOUTH OF APPROXIMATE CENTER OF ROAD.
 KB0298'REFERENCE MARK NO. 1 A STANDARD REFERENCE MARK
 KB0298'DISK SET IN A 12 X 12 INCH POST PROJECTING ABOUT 6 INCHES AND THE
 KB0298'DISK IS STAMPED DRY NO 1 1959. IT IS 1 FOOT NORTH OF FENCE, 34.6
 KB0298'FEET EAST OF WITNESS POST AND 23 FEET SOUTH OF APPROXIMATE
 KB0298'CENTER OF ROAD.
 KB0298'
 KB0298'REFERENCE MARK NO. 2 A STANDARD REFERENCE MARK DISK SET IN A 12 X 12
 KB0298'INCH CONCRETE POST PROJECTING ABOUT 6 INCHES AND THE DISK IS
 KB0298'STAMPED DRY NO 2 1959. IT IS 20 FEET SOUTH OF APPROXIMATE CENTER OF
 KB0298'ROAD, 1 FOOT NORTH OF FENCE AND 33.4 FEET WEST OF WITNESS POST.
 KB0298'
 KB0298'AZIMUTH MARK A STANDARD AZIMUTH MARK DISK SET IN A 12 X 12 INCH
 KB0298'CONCRETE POST PROJECTING ABOUT 3 INCHES AND THE DISK IS STAMPED
 KB0298'DRY 1959. IT IS 1.8 FEET WEST OF WITNESS POST, 1.8 FEET WEST OF A
 KB0298'TELEPHONE POLE AND 22 FEET NORTH OF APPROXIMATE CENTER OF
 KB0298'ROAD.
 KB0298'
 KB0298'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.45 MILE TO
 KB0298'THE AZIMUTH MARK ON NORTH SIDE OF ROAD AS DESCRIBED.
 KB0298
 KB0298                          STATION RECOVERY (1959)
 KB0298
 KB0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0298'5.6 MI S FROM MATTOON.
 KB0298'ABOUT 4.95 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0298'WITH STATE HIGHWAY 16 IN MATTOON, THENCE 0.7 MILES WEST ALONG
 KB0298'AN ASPHALT ROAD, ABOUT 0.1 MILE WEST OF A FARM HOUSE SOUTH OF THE
 KB0298'ROAD, AT A BOARD GATE SOUTH OF THE ROAD, 20 FEET SOUTH OF THE
 KB0298'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE, 6 1/2 FEET
 KB0298'WEST OF THE WEST END OF A BOARD GATE, 106 1/2 FEET EAST OF THE
 KB0298'THIRD POWER POLE WEST OF THE FARM HOUSE, 2.6 FEET NORTHWEST OF
 KB0298'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 KB0298'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KB0298
 KB0298                          STATION RECOVERY (1973)
 KB0298
 KB0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0298'RECOVERED IN GOOD CONDITION.
 KB0298
 KB0298                          STATION RECOVERY (1978)
 KB0298
 KB0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KB0298'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND IN GOOD
 KB0298'CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE DISK SHEARED OFF.
 KB0298'REFERENCE MARK 3 DISK WAS SET IN THE CONCRETE POST THAT REFERENCE
 KB0298'MARK 2 WAS SET IN.  THE MATTOON, BELL TELEPHONE CO. A.T. AND T
 KB0298'MICROWAVE TOWER WAS NOT OBSERVED DUE TO INTERSECTION POINT NOT
 KB0298'VISIBLE AT THIS TIME.  REFERENCE MARK 1 WAS LONGER BY 0.02 FOOT,
 KB0298'THE DIRECTION OFF THE AZIMUTH MARK WAS LESS BY 4 MINUTES AND 32
 KB0298'SECONDS.  THE ORIGINAL DESCRIPTION AND TOO REACH ARE ADEQUATE
 KB0298'FOR RECOVERY OF THE STATION.
 KB0298'
 KB0298'REFERENCE MARK 3 IS 86 FEET EAST OF A ROAD RIGHT-OF-WAY-MARKER, 1
 KB0298'FOOT EAST OF A METAL WITNESS POST AND 19 FEET SOUTH OF THE
 KB0298'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 5 INCHES AND THE DISK
 KB0298'STAMPED DRY 1959 NO 3 1978.
 KB0298'
 KB0298'A METAL WITNESS POST WAS SET 0.5 FOOT SOUTH OF THE STATION MARK AND
 KB0298'ONE SET 0.5 FOOT SOUTH OF REFERENCE MARK 1.
 KB0298'
 KB0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 KB0298'MATTOON.
 KB0298'
 KB0298'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB0298
 KB0298                          STATION RECOVERY (1978)
 KB0298
 KB0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 KB0298'RECOVERED IN GOOD CONDITION.
 KB0298
 KB0298                          STATION RECOVERY (2005)
 KB0298
 KB0298'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1713 ***********************************************************************
 JB1713  DESIGNATION -  DRY
 JB1713  PID         -  JB1713
 JB1713  STATE/COUNTY-  IL/WAYNE
 JB1713  USGS QUAD   -  GEFF (1970)
 JB1713
 JB1713                         *CURRENT SURVEY CONTROL
 JB1713  ___________________________________________________________________
 JB1713* NAD 83(1997)-  38 27 32.82282(N)    088 28 58.91657(W)     ADJUSTED  
 JB1713* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 JB1713  ___________________________________________________________________
 JB1713  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 JB1713  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JB1713
 JB1713  HORZ ORDER  -  SECOND
 JB1713
 JB1713.The horizontal coordinates were established by classical geodetic methods
 JB1713.and adjusted by the National Geodetic Survey in October 1999..
 JB1713
 JB1713.The orthometric height was scaled from a topographic map.
 JB1713
 JB1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1713
 JB1713.The geoid height was determined by GEOID03.
 JB1713
 JB1713;                    North         East     Units Scale Factor Converg.
 JB1713;SPC IL E     -   198,946.611   286,934.283   MT  0.99997710   -0 05 35.2
 JB1713;SPC IL E     -   652,710.67    941,383.56   sFT  0.99997710   -0 05 35.2
 JB1713;UTM  16      - 4,257,798.709   370,606.363   MT  0.99980619   -0 55 21.0
 JB1713
 JB1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1713!SPC IL E     -   0.99998051  x   0.99997710  =   0.99995761
 JB1713!UTM  16      -   0.99998051  x   0.99980619  =   0.99978671
 JB1713
 JB1713:                Primary Azimuth Mark                     Grid Az
 JB1713:SPC IL E     -  CISNE MUNICIPAL TANK                     036 29 29.8
 JB1713:UTM  16      -  CISNE MUNICIPAL TANK                     037 19 15.6
 JB1713
 JB1713|---------------------------------------------------------------------|
 JB1713| PID    Reference Object                     Distance      Geod. Az  |
 JB1713|                                                           dddmmss.s |
 JB1713| JB1647 CISNE MUNICIPAL TANK                APPROX. 7.3 KM 0362354.6 |
 JB1713| CI4327 DRY RM 2                             24.667 METERS 04941     |
 JB1713| JB1703 FAIRFIELD RAD STA WFIW MAST         APPROX.16.3 KM 1223933.2 |
 JB1713| JB1706 FAIRFIELD EAST MUNICIPAL TANK       APPROX.13.5 KM 1302313.3 |
 JB1713| JB1705 FAIRFIELD WEST MUNICIPAL TANK       APPROX.13.4 KM 1302651.0 |
 JB1713| JB1711 FAIRFIELD AIRTEX CO WATER TANK      APPROX.13.6 KM 1331855.0 |
 JB1713| JB1716 FAIRFIELD RAD STA KSA 238 MAST      APPROX.12.4 KM 1345341.5 |
 JB1713| CI4325 DRY AZ MK                           APPROX. 0.7 KM 2753742.7 |
 JB1713| JB1718 JOHNSONVILLE RAD KSB 781 MAST       APPROX. 6.8 KM 2964732.0 |
 JB1713| CI4326 DRY RM 1                             27.508 METERS 31838     |
 JB1713|---------------------------------------------------------------------|
 JB1713
 JB1713                          SUPERSEDED SURVEY CONTROL
 JB1713
 JB1713  NAD 83(1997)-  38 27 32.83243(N)    088 28 58.91433(W) AD(       ) 2
 JB1713  NAD 83(1997)-  38 27 32.83566(N)    088 28 58.91469(W) AD(       ) 2
 JB1713  NAD 83(1986)-  38 27 32.83616(N)    088 28 58.91502(W) AD(       ) 2
 JB1713  NAD 27      -  38 27 32.66283(N)    088 28 58.73680(W) AD(       ) 2
 JB1713
 JB1713.Superseded values are not recommended for survey control.
 JB1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1713.See file dsdata.txt to determine how the superseded data were derived.
 JB1713
 JB1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7060657799(NAD 83)
 JB1713_MARKER: DS = TRIANGULATION STATION DISK
 JB1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1713
 JB1713  HISTORY     - Date     Condition        Report By
 JB1713  HISTORY     - 1961     MONUMENTED       CGS
 JB1713
 JB1713                          STATION DESCRIPTION
 JB1713
 JB1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1713'THE STATION IS ABOUT 10 MILES NORTHEAST OF WAYNE CITY, ABOUT 8.5
 JB1713'MILES NORHTWEST OF
 JB1713'FAIRFIELD, ABOUT 4.5 MILES WEST OF GEFF, IN THE
 JB1713'NORTHWEST .25 OF SEC 12, T 1 S,
 JB1713'R 6 E, AND ON THE PROPERTY OF MR R G
 JB1713'HILLIARD.  IT IS 121 FEET NORTHWEST OF THE
 JB1713'NORTHEAST CORNER OF A BARN,
 JB1713'78 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE,
 JB1713'41 FEET SOUTH OF
 JB1713'THE CENTERLINE OF A GRAVELED ROAD, 34 FEET EAST OF A WIRE
 JB1713'FENCE, AND 17 FEET SOUTH OF
 JB1713'A WITNESS POST AND A WIRE FENCE.  THE
 JB1713'MONUMENT IS FLUSH AND THE DISK IS STAMPED DRY 1961.
 JB1713'
 JB1713'TO REACH FROM THE MAIN CROSSROAD, JUST EAST OF THE POST OFFICE IN
 JB1713'GEFF, GO WEST ON A PAVED
 JB1713'ROAD FOR 0.5 MILE TO THE END OF THE PAVEMENT.  CONTINUE
 JB1713'WEST ON A GRAVELED ROAD FOR
 JB1713'2.3 MILES TO A CROSSROAD.  CONTINUE WEST
 JB1713'ON A GRAVELED ROAD FOR 1.5 MILES TO A SIDE
 JB1713'ROAD RIGHT.  TURN RIGHT
 JB1713'AND GO NORTH ON A GRAVELED ROAD FOR 1.05 MILES TO A T-ROAD.
 JB1713'TURN LEFT AND
 JB1713'GO WEST ON AA GRAVELED ROAD FOR 0.05 MILE TO A FRAME HOUSE
 JB1713'ON THE LEFT AND THE STATION ON THE LEFT.
 JB1713'
 JB1713'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON A GRAVELED ROAD FOR
 JB1713'0.45 MILE TO A CROSSROAD AND
 JB1713'THE AZIMUTH MARK 116 FEET SOUTHWEST.
 JB1713'
 JB1713'REFERENCE MARK 1 IS 31 FEET WEST OF A POWER POLE WITH A TRANSFORMER,
 JB1713'20 FEET NORTH OF THE
 JB1713'CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT SOUTH OF A
 JB1713'WIRE FENCE.  THE MONUMENT IS
 JB1713'FLUSH AND THE DISK IS STAMPED DRY NO 1 1961.
 JB1713'
 JB1713'REFERENCE MARK 2 IS 91 FEET EAST OF THE POWER POLE WITH THE
 JB1713'TRANSFORMER, 20 FEET
 JB1713'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT SOUTH
 JB1713'OF THE WIRE FENCE.  THE
 JB1713'MONUMENT IS FLUSH AND THE DISK IS STAMPED DRY NO 2 1961.
 JB1713'
 JB1713'THE AZIMUTH MARK IS 116 FEET SOUTHWEST OF THE CENTER OF A CROSSROAD,
 JB1713'23 FEET WEST OF THE
 JB1713'CENTERLINE OF A GRAVELED ROAD, 3 FEET NORTHEAST OF A
 JB1713'WITNESS POST, AND 1 FOOT EAST
 JB1713'OF A WIRE FENCE.  THE MONUMENT PROJECTS
 JB1713'3 INCHES AND THE DISK IS STAMPED DRY 1961.
 JB1713'
 JB1713'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0296 ***********************************************************************
 KB0296  DESIGNATION -  DRY AZ MK
 KB0296  PID         -  KB0296
 KB0296  STATE/COUNTY-  IL/COLES
 KB0296  USGS QUAD   -  MATTOON WEST (1984)
 KB0296
 KB0296                         *CURRENT SURVEY CONTROL
 KB0296  ___________________________________________________________________
 KB0296* NAD 83(1986)-  39 24 38.     (N)    088 22 59.     (W)     SCALED    
 KB0296* NAVD 88     -       222.174  (meters)     728.92   (feet)  ADJUSTED  
 KB0296  ___________________________________________________________________
 KB0296  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0296  DYNAMIC HT  -         222.045 (meters)     728.49  (feet)  COMP
 KB0296  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 KB0296
 KB0296  VERT ORDER  -  SECOND    CLASS 0
 KB0296
 KB0296.The horizontal coordinates were scaled from a topographic map and have
 KB0296.an estimated accuracy of +/- 6 seconds.
 KB0296
 KB0296.The orthometric height was determined by differential leveling
 KB0296.and adjusted by the National Geodetic Survey in June 1991..
 KB0296
 KB0296.The geoid height was determined by GEOID03.
 KB0296
 KB0296.The dynamic height is computed by dividing the NAVD 88
 KB0296.geopotential number by the normal gravity value computed on the
 KB0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0296.degrees latitude (g = 980.6199 gals.).
 KB0296
 KB0296.The modeled gravity was interpolated from observed gravity values.
 KB0296
 KB0296;                    North         East    Units  Estimated Accuracy
 KB0296;SPC IL E     -   304,560.      295,720.      MT  (+/- 180 meters Scaled)
 KB0296
 KB0296                          SUPERSEDED SURVEY CONTROL
 KB0296
 KB0296  NGVD 29 (??/??/92)  222.239  (m)          729.13   (f) ADJ UNCH    2 0
 KB0296
 KB0296.Superseded values are not recommended for survey control.
 KB0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0296.See file dsdata.txt to determine how the superseded data were derived.
 KB0296
 KB0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ809632(NAD 83)
 KB0296_MARKER: DZ = AZIMUTH MARK DISK
 KB0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0296_STAMPING: DRY 1959
 KB0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0296+STABILITY: SURFACE MOTION
 KB0296
 KB0296  HISTORY     - Date     Condition        Report By
 KB0296  HISTORY     - 1959     MONUMENTED       CGS
 KB0296  HISTORY     - 1978     GOOD             USGS
 KB0296  HISTORY     - 20050228 MARK NOT FOUND   ILDT
 KB0296
 KB0296                          STATION DESCRIPTION
 KB0296
 KB0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0296'5.2 MI S FROM MATTOON.
 KB0296'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0296'WITH STATE HIGHWAY 16 IN MATTOON, THENCE 0.3 MILES WEST ALONG AN
 KB0296'ASPHALT ROAD, NEAR A FARM HOUSE NORTH OF THE ROAD, 19 FEET NORTH
 KB0296'OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF A FENCE, 133
 KB0296'FEET WEST OF THE CENTER LINE OF A DRIVEWAY NORTH TO THE FARM
 KB0296'HOUSE, 52 FEET WEST OF THE CENTER LINE OF A FARM ROAD NORTH TO
 KB0296'A FIELD, 2 FEET WEST OF A TELEPHONE POLE, 1.7 FEET WEST OF A
 KB0296'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 KB0296'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0296
 KB0296                          STATION RECOVERY (1978)
 KB0296
 KB0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 KB0296'RECOVERED IN GOOD CONDITION.
 KB0296
 KB0296                          STATION RECOVERY (2005)
 KB0296
 KB0296'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI4325 ***********************************************************************
 CI4325  DESIGNATION -  DRY AZ MK
 CI4325  PID         -  CI4325
 CI4325  STATE/COUNTY-  IL/WAYNE
 CI4325  USGS QUAD   -  GEFF (1970)
 CI4325
 CI4325                         *CURRENT SURVEY CONTROL
 CI4325  ___________________________________________________________________
 CI4325* NAD 83(1997)-  38 27 35.15715(N)    088 29 29.05451(W)     ADJUSTED  
 CI4325* NAVD 88     -       149.0    (meters)     489.     (feet)  GPS OBS   
 CI4325  ___________________________________________________________________
 CI4325  X           -     131,659.397 (meters)                     COMP
 CI4325  Y           -  -4,999,207.633 (meters)                     COMP
 CI4325  Z           -   3,945,606.703 (meters)                     COMP
 CI4325  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CI4325  ELLIP HEIGHT-         118.30  (meters)          (05/30/05) GPS OBS
 CI4325  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 CI4325
 CI4325  HORZ ORDER  -  FIRST
 CI4325  ELLP ORDER  -  FOURTH    CLASS I
 CI4325
 CI4325.The horizontal coordinates were established by GPS observations
 CI4325.and adjusted by the National Geodetic Survey in May 2005..
 CI4325
 CI4325.The orthometric height was determined by GPS observations and a
 CI4325.high-resolution geoid model.
 CI4325
 CI4325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI4325
 CI4325.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI4325
 CI4325.The ellipsoidal height was determined by GPS observations
 CI4325.and is referenced to NAD 83.
 CI4325
 CI4325.The geoid height was determined by GEOID03.
 CI4325
 CI4325;                    North         East     Units Scale Factor Converg.
 CI4325;SPC IL E     -   199,019.808   286,203.730   MT  0.99997734   -0 05 53.9
 CI4325;SPC IL E     -   652,950.82    938,986.74   sFT  0.99997734   -0 05 53.9
 CI4325;UTM  16      - 4,257,882.460   369,877.069   MT  0.99980852   -0 55 39.8
 CI4325
 CI4325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI4325!SPC IL E     -   0.99998144  x   0.99997734  =   0.99995878
 CI4325!UTM  16      -   0.99998144  x   0.99980852  =   0.99978996
 CI4325
 CI4325                          SUPERSEDED SURVEY CONTROL
 CI4325
 CI4325.No superseded survey control is available for this station.
 CI4325
 CI4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6987757882(NAD 83)
 CI4325_MARKER: DD = SURVEY DISK
 CI4325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI4325_STAMPING: DRY 1961
 CI4325_PROJECTION: FLUSH
 CI4325_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI4325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI4325+STABILITY: SURFACE MOTION
 CI4325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI4325+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 CI4325
 CI4325  HISTORY     - Date     Condition        Report By
 CI4325  HISTORY     - 1961     MONUMENTED       CGS
 CI4325  HISTORY     - 20040630 GOOD             ILDT
 CI4325
 CI4325                          STATION DESCRIPTION
 CI4325
 CI4325'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RA)
 CI4325'TO REACH FROM THE MAIN CROSSROAD (CR12 CR16) IN   JOHNSONVILLE, GO
 CI4325'SOUTH ON A  CR12 FOR 3.4 MI TO JUNCTION WITH CR9.  TURN EAST ON CR9
 CI4325'FOR 0.6 MILE THEN CONTINUE  STRAIGHT AT INTERSECTION ON CR 1500E FOR
 CI4325'2.2 MI TO T JUNCTION WITH CR 1100E. PROCEED S ON  1100E 1.1 MI TO
 CI4325'THE AZIMUTH MARK ON RT, 116 FEET SOUTHWEST OF JUNCTION WITH CR 1400N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0963 ***********************************************************************
 LC0963  DESIGNATION -  DRY RM 1
 LC0963  PID         -  LC0963
 LC0963  STATE/COUNTY-  IL/MCLEAN
 LC0963  USGS QUAD   -  NORMAL WEST (1995)
 LC0963
 LC0963                         *CURRENT SURVEY CONTROL
 LC0963  ___________________________________________________________________
 LC0963* NAD 83(1986)-  40 33 47.     (N)    089 07 06.     (W)     SCALED    
 LC0963* NAVD 88     -       243.346  (meters)     798.38   (feet)  ADJUSTED  
 LC0963  ___________________________________________________________________
 LC0963  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC0963  DYNAMIC HT  -         243.232 (meters)     798.00  (feet)  COMP
 LC0963  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 LC0963
 LC0963  VERT ORDER  -  SECOND    CLASS 0
 LC0963
 LC0963.The horizontal coordinates were scaled from a topographic map and have
 LC0963.an estimated accuracy of +/- 6 seconds.
 LC0963
 LC0963.The orthometric height was determined by differential leveling
 LC0963.and adjusted by the National Geodetic Survey in June 1991..
 LC0963
 LC0963.The geoid height was determined by GEOID03.
 LC0963
 LC0963.The dynamic height is computed by dividing the NAVD 88
 LC0963.geopotential number by the normal gravity value computed on the
 LC0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0963.degrees latitude (g = 980.6199 gals.).
 LC0963
 LC0963.The modeled gravity was interpolated from observed gravity values.
 LC0963
 LC0963;                    North         East    Units  Estimated Accuracy
 LC0963;SPC IL E     -   432,820.      233,520.      MT  (+/- 180 meters Scaled)
 LC0963
 LC0963                          SUPERSEDED SURVEY CONTROL
 LC0963
 LC0963  NGVD 29 (??/??/92)  243.408  (m)          798.58   (f) ADJ UNCH    2 0
 LC0963
 LC0963.Superseded values are not recommended for survey control.
 LC0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0963.See file dsdata.txt to determine how the superseded data were derived.
 LC0963
 LC0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK206924(NAD 83)
 LC0963_MARKER: DR = REFERENCE MARK DISK
 LC0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0963_STAMPING: DRY NO 1 1959
 LC0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0963+STABILITY: SURFACE MOTION
 LC0963
 LC0963  HISTORY     - Date     Condition        Report By
 LC0963  HISTORY     - 1959     MONUMENTED       CGS
 LC0963  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LC0963  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0963
 LC0963                          STATION DESCRIPTION
 LC0963
 LC0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0963'2 MI SE FROM CARLOCK.
 LC0963'ABOUT 0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO AND
 LC0963'ST. LOUIS RAILROAD STATION AT CARLOCK, THENCE 0.75 MILES EAST
 LC0963'ALONG A GRAVEL ROAD, THENCE 0.3 MILE SOUTH ALONG A GRAVEL ROAD,
 LC0963'AT A DRIVEWAY WEST TO A FARM HOUSE, 24 FEET EAST OF THE CENTER
 LC0963'LINE OF THE ROAD, 42 FEET NORTH OF THE EXTENDED CENTER LINE OF
 LC0963'THE DRIVEWAY, 139 FEET EAST OF THE SOUTHEAST CORNER OF THE FARM
 LC0963'HOUSE, 1 1/2 FEET WEST OF A FENCE, 50 FEET EAST-SOUTHEAST OF A
 LC0963'36-INCH MAPLE TREE, 44.2 FEET EAST OF TRIANGULATION STATION DRY,
 LC0963'1.1 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 LC0963'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0963'3 INCHES.
 LC0963
 LC0963                          STATION RECOVERY (1987)
 LC0963
 LC0963'RECOVERY NOTE BY US POWER SQUADRON 1987 (GI)
 LC0963'MARK NOT FOUND.
 LC0963
 LC0963                          STATION RECOVERY (1988)
 LC0963
 LC0963'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0297 ***********************************************************************
 KB0297  DESIGNATION -  DRY RM 1
 KB0297  PID         -  KB0297
 KB0297  STATE/COUNTY-  IL/COLES
 KB0297  USGS QUAD   -  MATTOON WEST (1984)
 KB0297
 KB0297                         *CURRENT SURVEY CONTROL
 KB0297  ___________________________________________________________________
 KB0297* NAD 83(1986)-  39 24 37.     (N)    088 23 25.     (W)     SCALED    
 KB0297* NAVD 88     -       218.681  (meters)     717.46   (feet)  ADJUSTED  
 KB0297  ___________________________________________________________________
 KB0297  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0297  DYNAMIC HT  -         218.553 (meters)     717.04  (feet)  COMP
 KB0297  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 KB0297
 KB0297  VERT ORDER  -  SECOND    CLASS 0
 KB0297
 KB0297.The horizontal coordinates were scaled from a topographic map and have
 KB0297.an estimated accuracy of +/- 6 seconds.
 KB0297
 KB0297.The orthometric height was determined by differential leveling
 KB0297.and adjusted by the National Geodetic Survey in June 1991..
 KB0297
 KB0297.The geoid height was determined by GEOID03.
 KB0297
 KB0297.The dynamic height is computed by dividing the NAVD 88
 KB0297.geopotential number by the normal gravity value computed on the
 KB0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0297.degrees latitude (g = 980.6199 gals.).
 KB0297
 KB0297.The modeled gravity was interpolated from observed gravity values.
 KB0297
 KB0297;                    North         East    Units  Estimated Accuracy
 KB0297;SPC IL E     -   304,530.      295,100.      MT  (+/- 180 meters Scaled)
 KB0297
 KB0297                          SUPERSEDED SURVEY CONTROL
 KB0297
 KB0297  NGVD 29 (??/??/92)  218.746  (m)          717.67   (f) ADJ UNCH    2 0
 KB0297
 KB0297.Superseded values are not recommended for survey control.
 KB0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0297.See file dsdata.txt to determine how the superseded data were derived.
 KB0297
 KB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ803632(NAD 83)
 KB0297_MARKER: DR = REFERENCE MARK DISK
 KB0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0297_STAMPING: DRY NO 1 1959
 KB0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0297+STABILITY: SURFACE MOTION
 KB0297
 KB0297  HISTORY     - Date     Condition        Report By
 KB0297  HISTORY     - 1959     MONUMENTED       CGS
 KB0297  HISTORY     - 1978     GOOD             USGS
 KB0297  HISTORY     - 20050228 POOR             ILDT
 KB0297
 KB0297                          STATION DESCRIPTION
 KB0297
 KB0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0297'5.6 MI S FROM MATTOON.
 KB0297'ABOUT 4.95 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0297'WITH STATE HIGHWAY 16 IN MATTOON, THENCE 0.7 MILE WEST ALONG AN
 KB0297'ASPHALT ROAD, ABOUT 0.1 MILE WEST OF A FARM HOUSE SOUTH OF THE
 KB0297'ROAD, AT A BOARD GATE SOUTH OF THE ROAD, 21 FEET SOUTH OF THE
 KB0297'CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 19 FEET EAST
 KB0297'OF THE EAST END OF A BOARD GATE, 143 FEET EAST OF THE THIRD
 KB0297'POWER POLE WEST OF THE FARM HOUSE, 36.5 FEET EAST OF
 KB0297'TRIANGULATION STATION DRY, 34.4 FEET EAST OF A METAL WITNESS
 KB0297'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 KB0297'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KB0297
 KB0297                          STATION RECOVERY (1978)
 KB0297
 KB0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 KB0297'RECOVERED IN GOOD CONDITION.
 KB0297
 KB0297                          STATION RECOVERY (2005)
 KB0297
 KB0297'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0297'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0965 ***********************************************************************
 LC0965  DESIGNATION -  DRY RM 2
 LC0965  PID         -  LC0965
 LC0965  STATE/COUNTY-  IL/MCLEAN
 LC0965  USGS QUAD   -  NORMAL WEST (1995)
 LC0965
 LC0965                         *CURRENT SURVEY CONTROL
 LC0965  ___________________________________________________________________
 LC0965* NAD 83(1986)-  40 33 47.     (N)    089 07 06.     (W)     SCALED    
 LC0965* NAVD 88     -       243.482  (meters)     798.82   (feet)  ADJUSTED  
 LC0965  ___________________________________________________________________
 LC0965  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC0965  DYNAMIC HT  -         243.368 (meters)     798.45  (feet)  COMP
 LC0965  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 LC0965
 LC0965  VERT ORDER  -  SECOND    CLASS 0
 LC0965
 LC0965.The horizontal coordinates were scaled from a topographic map and have
 LC0965.an estimated accuracy of +/- 6 seconds.
 LC0965
 LC0965.The orthometric height was determined by differential leveling
 LC0965.and adjusted by the National Geodetic Survey in June 1991..
 LC0965
 LC0965.The geoid height was determined by GEOID03.
 LC0965
 LC0965.The dynamic height is computed by dividing the NAVD 88
 LC0965.geopotential number by the normal gravity value computed on the
 LC0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0965.degrees latitude (g = 980.6199 gals.).
 LC0965
 LC0965.The modeled gravity was interpolated from observed gravity values.
 LC0965
 LC0965;                    North         East    Units  Estimated Accuracy
 LC0965;SPC IL E     -   432,820.      233,520.      MT  (+/- 180 meters Scaled)
 LC0965
 LC0965                          SUPERSEDED SURVEY CONTROL
 LC0965
 LC0965  NGVD 29 (??/??/92)  243.544  (m)          799.03   (f) ADJ UNCH    2 0
 LC0965
 LC0965.Superseded values are not recommended for survey control.
 LC0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0965.See file dsdata.txt to determine how the superseded data were derived.
 LC0965
 LC0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK206924(NAD 83)
 LC0965_MARKER: DR = REFERENCE MARK DISK
 LC0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0965_STAMPING: DRY NO 2 1959
 LC0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0965+STABILITY: SURFACE MOTION
 LC0965
 LC0965  HISTORY     - Date     Condition        Report By
 LC0965  HISTORY     - 1959     MONUMENTED       CGS
 LC0965  HISTORY     - 1986     GOOD             USPSQD
 LC0965  HISTORY     - 1987     POOR             USPSQD
 LC0965  HISTORY     - 1988     POOR             USPSQD
 LC0965
 LC0965                          STATION DESCRIPTION
 LC0965
 LC0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0965'2 MI SE FROM CARLOCK.
 LC0965'ABOUT 0.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHICAGO AND ST.
 LC0965'LOUIS RAILROAD STATION AT CARLOCK, THENCE 0.75 MILE EAST ALONG A
 LC0965'GRAVEL ROAD, THENCE 0.3 MILES SOUTH ALONG A GRAVEL ROAD, AT A
 LC0965'DRIVEWAY WEST TO A FARM HOUSE, 25 FEET WEST OF THE CENTER LINE OF
 LC0965'THE ROAD, 19.5 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 3
 LC0965'FEET EAST OF A FENCE, 6 FEET SOUTHEAST OF A FENCE CORNER, 113 FEET
 LC0965'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 78 FEET SOUTH
 LC0965'OF A 36-INCH MAPLE TREE, 60.6 FEET SOUTH OF TRIANGULATION STATION
 LC0965'DRY, 76.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LC0965'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC0965
 LC0965                          STATION RECOVERY (1986)
 LC0965
 LC0965'RECOVERY NOTE BY US POWER SQUADRON 1986 (MI)
 LC0965'RECOVERED IN GOOD CONDITION.
 LC0965
 LC0965                          STATION RECOVERY (1987)
 LC0965
 LC0965'RECOVERY NOTE BY US POWER SQUADRON 1987 (GI)
 LC0965'MARK RECOVERED IN POOR CONDITION.
 LC0965
 LC0965                          STATION RECOVERY (1988)
 LC0965
 LC0965'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0965'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1140 ***********************************************************************
 KB1140  DESIGNATION -  DRY RM 3
 KB1140  PID         -  KB1140
 KB1140  STATE/COUNTY-  IL/COLES
 KB1140  USGS QUAD   -  MATTOON WEST (1984)
 KB1140
 KB1140                         *CURRENT SURVEY CONTROL
 KB1140  ___________________________________________________________________
 KB1140* NAD 83(1986)-  39 24 37.     (N)    088 23 25.     (W)     SCALED    
 KB1140* NAVD 88     -       218.32   (+/-2cm)     716.3    (feet)  VERTCON   
 KB1140  ___________________________________________________________________
 KB1140  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1140
 KB1140  VERT ORDER  -  THIRD (See Below)
 KB1140
 KB1140.The horizontal coordinates were scaled from a topographic map and have
 KB1140.an estimated accuracy of +/- 6 seconds.
 KB1140
 KB1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1140.The vertical order pertains to the NGVD 29 superseded value.
 KB1140
 KB1140.The geoid height was determined by GEOID03.
 KB1140
 KB1140;                    North         East    Units  Estimated Accuracy
 KB1140;SPC IL E     -   304,530.      295,100.      MT  (+/- 180 meters Scaled)
 KB1140
 KB1140                          SUPERSEDED SURVEY CONTROL
 KB1140
 KB1140  NGVD 29 (03/28/06)  218.39   (m)          716.5    (f) RESET       3  
 KB1140
 KB1140.Superseded values are not recommended for survey control.
 KB1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1140.See file dsdata.txt to determine how the superseded data were derived.
 KB1140
 KB1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ803632(NAD 83)
 KB1140_MARKER: DR = REFERENCE MARK DISK
 KB1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1140_STAMPING: DRY 1959 NO 3 1978
 KB1140_PROJECTION: PROJECTING 13 CENTIMETERS
 KB1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1140+STABILITY: SURFACE MOTION
 KB1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1140+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB1140
 KB1140  HISTORY     - Date     Condition        Report By
 KB1140  HISTORY     - 1978     MONUMENTED       NGS
 KB1140  HISTORY     - 20050228 GOOD             ILDT
 KB1140
 KB1140                          STATION DESCRIPTION
 KB1140
 KB1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KB1140'5.65 MI SOUTH FROM MATTOON.
 KB1140'4.95 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH STATE
 KB1140'HIGHWAY 16 IN MATTOON, THENCE 0.7 MILE WEST ALONG A PAVED ROAD, 86
 KB1140'FEET EAST OF A CONCRETE RIGHT-OF-WAY MARKER, AND 19 FEET SOUTH OF
 KB1140'THE CENTERLINE OF THE ROAD.
 KB1140'THE MARK IS 1 FT  E FROM A WITNESS POST.
 KB1140'THE MARK IS 2 FT ABOVE ROAD.
 KB1140
 KB1140                          STATION RECOVERY (2005)
 KB1140
 KB1140'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1316 ***********************************************************************
 MF1316  DESIGNATION -  DU PAGE
 MF1316  PID         -  MF1316
 MF1316  STATE/COUNTY-  IL/DU PAGE
 MF1316  USGS QUAD   -  WEST CHICAGO (1993)
 MF1316
 MF1316                         *CURRENT SURVEY CONTROL
 MF1316  ___________________________________________________________________
 MF1316* NAD 83(1997)-  41 55 09.10344(N)    088 14 38.44309(W)     ADJUSTED  
 MF1316* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 MF1316  ___________________________________________________________________
 MF1316  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 MF1316  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MF1316
 MF1316  HORZ ORDER  -  THIRD
 MF1316
 MF1316.This mark is at Dupage Airport (DPA)
 MF1316
 MF1316.The horizontal coordinates were established by classical geodetic methods
 MF1316.and adjusted by the National Geodetic Survey in October 1999..
 MF1316
 MF1316.The orthometric height was scaled from a topographic map.
 MF1316
 MF1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1316
 MF1316.The geoid height was determined by GEOID03.
 MF1316
 MF1316;                    North         East     Units Scale Factor Converg.
 MF1316;SPC IL E     -   583,131.523   307,409.513   MT  0.99997568   +0 03 34.8
 MF1316;SPC IL E     - 1,913,157.34  1,008,559.38   sFT  0.99997568   +0 03 34.8
 MF1316;UTM  16      - 4,641,552.880   396,842.763   MT  0.99973094   -0 49 52.2
 MF1316
 MF1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1316!SPC IL E     -   0.99996915  x   0.99997568  =   0.99994483
 MF1316!UTM  16      -   0.99996915  x   0.99973094  =   0.99970009
 MF1316
 MF1316|---------------------------------------------------------------------|
 MF1316| PID    Reference Object                     Distance      Geod. Az  |
 MF1316|                                                           dddmmss.s |
 MF1316| MF1317 AIRPORT BCN DU PAGE CO AIRPORT      137.039 METERS 00647     |
 MF1316| CI6937 DU PAGE RM 1                          9.940 METERS 10207     |
 MF1316| MF1324 WEST CHICAGO OWEN ILL CO TANK       APPROX. 0.8 KM 1320659.1 |
 MF1316| MF1314 WEST CHICAGO NW CHEMICAL CO TK      APPROX. 4.8 KM 1444750.0 |
 MF1316| CI6936 DU PAGE AZ MK                                      1512516.1 |
 MF1316| MF1318 WEST CHICAGO ADMIRAL CORP TANK      APPROX. 5.0 KM 1525652.1 |
 MF1316| MF1380 GENEVA RAD STA KSD 471 MAST         APPROX. 5.6 KM 2092513.8 |
 MF1316| CI6938 DU PAGE RM 2                          8.991 METERS 28215     |
 MF1316|---------------------------------------------------------------------|
 MF1316
 MF1316                          SUPERSEDED SURVEY CONTROL
 MF1316
 MF1316  NAD 83(1997)-  41 55 09.10373(N)    088 14 38.44475(W) AD(       ) 3
 MF1316  NAD 83(1997)-  41 55 09.10549(N)    088 14 38.45430(W) AD(       ) 3
 MF1316  NAD 83(1986)-  41 55 09.10837(N)    088 14 38.45364(W) AD(       ) 3
 MF1316  NAD 27      -  41 55 09.00960(N)    088 14 38.18880(W) AD(       ) 3
 MF1316
 MF1316.Superseded values are not recommended for survey control.
 MF1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1316.See file dsdata.txt to determine how the superseded data were derived.
 MF1316
 MF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9684341553(NAD 83)
 MF1316_MARKER: DS = TRIANGULATION STATION DISK
 MF1316_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MF1316_SP_SET: ASPHALT
 MF1316_MARK LOGO: NGS   
 MF1316_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MF1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1316
 MF1316  HISTORY     - Date     Condition        Report By
 MF1316  HISTORY     - 1956     MONUMENTED       CGS
 MF1316  HISTORY     - 1967     GOOD             CGS
 MF1316  HISTORY     - 1972     GOOD             NGS
 MF1316  HISTORY     - 1980     GOOD             NGS
 MF1316  HISTORY     - 19890922 MARK NOT FOUND   NGS
 MF1316  HISTORY     - 19910615 GOOD             NGS
 MF1316
 MF1316                          STATION DESCRIPTION
 MF1316
 MF1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1316'THE STATION IS LOCATED 3-1/2 MILES EAST OF ST. CHARLES ON
 MF1316'THE DU PAGE COUNTY AIRPORT.  THE STATION IS ABOUT 500 FEET
 MF1316'SOUTH OF STATE HIGHWAY 64, 292 FEET SOUTH OF A GATE, 125
 MF1316'FEET NORTHEAST OF THE NORTHEAST EDGE OF A NORTHWEST-SOUTHEAST
 MF1316'TAXI STRIP AND 28 FEET SOUTH OF THE SOUTH EDGE OF A PAVED PARKING
 MF1316'APRON IN FRONT OF THE ADMINISTRATION BUILDING.  THE MARK
 MF1316'IS FLUSH AND THE DISK IS STAMPED DU PAGE 1956.
 MF1316'
 MF1316'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 MF1316'25 (5TH. AVE.) AND STATE HIGHWAY 64 (E. MAIN ST.) IN ST.
 MF1316'CHARLES, GO EAST ON HIGHWAY 64 FOR 3.4 MILES TO THE AIRPORT
 MF1316'ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR ABOUT
 MF1316'500 FEET, PASSING THROUGH GATE BETWEEN THE HANGAR AND THE
 MF1316'ADMINISTRATION BUILDING TO THE SOUTH EDGE OF THE PARKING
 MF1316'APRON AND THE STATION.
 MF1316'
 MF1316'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST
 MF1316'ALONG TAXI STRIP, CROSSING MAIN RUNWAY FOR 0.45 MILE TO A
 MF1316'CONCRETE AREA.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO
 MF1316'CENTER OF THE COMPASS ROSE AND THE AZIMUTH MARK.
 MF1316'
 MF1316'REFERENCE MARK 1 IS 148 FEET NORTHEAST OF THE TAXI STRIP
 MF1316'AND 29 FEET SOUTH OF THE SOUTH EDGE OF THE PARKING APRON.
 MF1316'THE MARK IS FLUSH AND THE DISK IS STAMPED DU PAGE NO 1 1956.
 MF1316'
 MF1316'REFERENCE MARK 2 IS 105 FEET NORTHEAST OF THE NORTHEAST EDGE
 MF1316'OF THE TAXI STRIP AND 28 FEET SOUTH OF THE PARKING APRON.
 MF1316'THE MARK IS FLUSH AND THE DISK IS STAMPED DU PAGE NO 2 1956.
 MF1316'
 MF1316'THE AZIMUTH MARK IS ABOUT 175 FEET WEST OF A FENCE AT THE
 MF1316'EAST EDGE OF THE AIRPORT AND IS AT THE CENTER OF A COMPASS
 MF1316'ROSE.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET FLUSH
 MF1316'IN A DRILL HOLE AND IS STAMPED DU PAGE 1956.
 MF1316'
 MF1316'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1316
 MF1316                          STATION RECOVERY (1967)
 MF1316
 MF1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1316'THE STATION MARK AND REFERENCE MARKS WERE FOUND AS DESCRIBED
 MF1316'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT VISITED
 MF1316'SINCE IT IS ON THE AIRPORT.
 MF1316
 MF1316                          STATION RECOVERY (1972)
 MF1316
 MF1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EP)
 MF1316'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  R.M. 1
 MF1316'IS COVERED BY ABOUT 1 INCH OF ASPHALT.  THE AREA AROUND THE
 MF1316'MARKS HAS BEEN PAVED AND THE STATION IS FLUSH WITH THE ASPHALT
 MF1316'SURFACE.
 MF1316'
 MF1316'NEW REFERENCES WERE TAKEN TO THE STATION FOR FUTURE RECOVERY.
 MF1316'IT IS 110.3 FEET EAST OF A TAXIWAY LIGHT IN A SMALL GRASS
 MF1316'AREA.  25.2 FEET SOUTHWEST OF THE CENTER OF A STEEL DRAIN
 MF1316'COVER.
 MF1316'
 MF1316'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 MF1316'
 MF1316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 MF1316'NORTHWEST OF WEST CHICAGO
 MF1316
 MF1316                          STATION RECOVERY (1980)
 MF1316
 MF1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 MF1316'THE STATION, AZIMUTH MARK AND REFERENCE MARK TWO WERE RECOVERED AS
 MF1316'DESCRIBED IN GOOD CONDITION.  THE PARKING APRON HAS BEEN EXTENDED
 MF1316'AND THE AREA AROUND THE STATION IS NOW PAVED WITH ASPHALT BUT THE
 MF1316'TOPS OF THE MONUMENTS ARE FLUSH WITH THE PAVEMENT.  REFERENCE MARK
 MF1316'ONE WAS NOT RECOVERED AND APPEARS TO HAVE BEEN COVERED BY A SMALL
 MF1316'ASPHALT PATCH.  IT COULD PROBABLY BE RECOVERED BY CUTTING A HOLE
 MF1316'IN THE ASPHALT.
 MF1316'
 MF1316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DUPAGE AIRPORT.
 MF1316
 MF1316                          STATION RECOVERY (1989)
 MF1316
 MF1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (WRM)
 MF1316'MARK NOT FOUND.
 MF1316
 MF1316                          STATION RECOVERY (1991)
 MF1316
 MF1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MF1316'THE ASTATION IS LOCATED AT THE DUPAGE AIRPORT IN THE RAMP AREA EAST OF
 MF1316'RUNWAY END 15.  THE STATION IS A STANDARD NGS TRIANGULATION DISK SET
 MF1316'IN CONCRETE AND FLUSH WITH THE ASPHALT SURFACE.  THE STATION IS
 MF1316'LOCATED 69.4 FT (21.2 M) NE OF THE SE END OF A RUNWAY 15 SIGN, 198.0
 MF1316'FT (60.4 M) NE OF THE JUNCTION OF TWO CURVED TAXIWAY STRIPES LEADING
 MF1316'TO END 15, 208.3 FT (63.5 M) NE OF THE NW END OF A RUNWAY END 15 SIGN,
 MF1316'AND 72.5 FT (22.1 M) NE OF A STEEL DRAIN SET IN THE ASPHALT RAMP.
 MF1316'NOTE, POSITION DETERMINED BY AIRPORT SURVEYS.  ELEVATION DETERMINED BY
 MF1316'AIRPORT SURVEYS IN 1991.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1085 ***********************************************************************
 JB1085  DESIGNATION -  DU QUOIN
 JB1085  PID         -  JB1085
 JB1085  STATE/COUNTY-  IL/PERRY
 JB1085  USGS QUAD   -  DU QUOIN (1975)
 JB1085
 JB1085                         *CURRENT SURVEY CONTROL
 JB1085  ___________________________________________________________________
 JB1085* NAD 83(1997)-  38 00 31.43447(N)    089 13 51.87945(W)     ADJUSTED  
 JB1085* NAVD 88     -       143.601  (meters)     471.13   (feet)  ADJUSTED  
 JB1085  ___________________________________________________________________
 JB1085  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 JB1085  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JB1085  DYNAMIC HT  -         143.506 (meters)     470.82  (feet)  COMP
 JB1085  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 JB1085
 JB1085  HORZ ORDER  -  FIRST
 JB1085  VERT ORDER  -  FIRST     CLASS I
 JB1085
 JB1085.The horizontal coordinates were established by classical geodetic methods
 JB1085.and adjusted by the National Geodetic Survey in October 1999..
 JB1085
 JB1085.The orthometric height was determined by differential leveling
 JB1085.and adjusted by the National Geodetic Survey in June 1991..
 JB1085
 JB1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1085
 JB1085.The geoid height was determined by GEOID03.
 JB1085
 JB1085.The dynamic height is computed by dividing the NAVD 88
 JB1085.geopotential number by the normal gravity value computed on the
 JB1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1085.degrees latitude (g = 980.6199 gals.).
 JB1085
 JB1085.The modeled gravity was interpolated from observed gravity values.
 JB1085
 JB1085;                    North         East     Units Scale Factor Converg.
 JB1085;SPC IL W     -   149,352.083   782,161.402   MT  1.00002429   +0 34 34.1
 JB1085;SPC IL W     -   489,999.29  2,566,141.20   sFT  1.00002429   +0 34 34.1
 JB1085;SPC IL E     -   149,324.389   221,159.443   MT  1.00005153   -0 33 10.2
 JB1085;SPC IL E     -   489,908.43    725,587.27   sFT  1.00005153   -0 33 10.2
 JB1085;UTM  16      - 4,209,132.837   304,128.494   MT  1.00007254   -1 22 27.5
 JB1085
 JB1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1085!SPC IL W     -   0.99998208  x   1.00002429  =   1.00000637
 JB1085!SPC IL E     -   0.99998208  x   1.00005153  =   1.00003361
 JB1085!UTM  16      -   0.99998208  x   1.00007254  =   1.00005462
 JB1085
 JB1085:                Primary Azimuth Mark                     Grid Az
 JB1085:SPC IL W     -  SESSER STACK                             056 23 50.7
 JB1085:SPC IL E     -  SESSER STACK                             057 31 35.0
 JB1085:UTM  16      -  SESSER STACK                             058 20 52.3
 JB1085
 JB1085|---------------------------------------------------------------------|
 JB1085| PID    Reference Object                     Distance      Geod. Az  |
 JB1085|                                                           dddmmss.s |
 JB1085| JB1873 SESSER STACK                        APPROX.19.2 KM 0565824.8 |
 JB1085| JB1087 DUQUOIN RM 2                                       09143     |
 JB1085| HB1646 COELLO CONCRETE CASTING CO STK      APPROX.13.9 KM 0943848.2 |
 JB1085| HB1643 BUCKNER OLD BEN COAL CO STACK       APPROX.20.1 KM 0985459.2 |
 JB1085| HB1660 FARMER                              APPROX.27.1 KM 1682650.3 |
 JB1085| JB1875 DU QUOIN RM 3                        30.937 METERS 27227     |
 JB1085| JB1889 PINCKNEYVILLE MUNICIPAL TANK        APPROX.15.4 KM 3002713.1 |
 JB1085| JB1086 DUQUOIN RM 1                         42.840 METERS 34037     |
 JB1085|---------------------------------------------------------------------|
 JB1085
 JB1085                          SUPERSEDED SURVEY CONTROL
 JB1085
 JB1085  NAD 83(1997)-  38 00 31.44651(N)    089 13 51.87943(W) AD(       ) 1
 JB1085  NAD 83(1986)-  38 00 31.44774(N)    089 13 51.88043(W) AD(       ) 1
 JB1085  NAD 27      -  38 00 31.26700(N)    089 13 51.58400(W) AD(       ) 1
 JB1085  NGVD 29 (??/??/92)  143.692  (m)          471.43   (f) ADJ UNCH    1 1
 JB1085
 JB1085.Superseded values are not recommended for survey control.
 JB1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1085.See file dsdata.txt to determine how the superseded data were derived.
 JB1085
 JB1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0412809133(NAD 83)
 JB1085_MARKER: DS = TRIANGULATION STATION DISK
 JB1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1085_STAMPING: DU QUOIN 1930
 JB1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1085+STABILITY: SURFACE MOTION
 JB1085
 JB1085  HISTORY     - Date     Condition        Report By
 JB1085  HISTORY     - 1930     MONUMENTED       CGS
 JB1085  HISTORY     - 1961     GOOD             CGS
 JB1085  HISTORY     - 1969     GOOD             CGS
 JB1085  HISTORY     - 1969     GOOD             NGS
 JB1085
 JB1085                          STATION DESCRIPTION
 JB1085
 JB1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 JB1085'IN THE SOUTHEAST PART OF THE CITY OF DU QUOIN, IN THE PROPERTY LINE
 JB1085'OF A VACANT LOT BELONGING TO HENRY MANN.  THE LOT LIES AT THE
 JB1085'SOUTHEAST CORNER OF EAST FRANKLIN AND LAUREL STREETS.
 JB1085'
 JB1085'REACHED FROM MAIN STREET OF DU QUOIN BY FOLLOWING ROUTE 152 EAST
 JB1085'TILL IT TURNS SOUTH AT THE STANDARD OIL STATION, THENCE EAST TO
 JB1085'LAUREL STREET, WHICH IS THE FIRST STREET ONE SHORT BLOCK WEST OF
 JB1085'THE GRADE SCHOOL.
 JB1085'
 JB1085'STATION MARK IS IN THE FRANKLIN STREET PROPERTY LINE ABOUT 20 FEET
 JB1085'SOUTH OF THE FRANKLIN STREET CURB AND 60 FEET EAST OF THE LAUREL
 JB1085'STREET CURB.  STATION MARKS SET AS DESCRIBED.
 JB1085'
 JB1085'REFERENCE MARK NO. 1 IS A STANDARD MARK SET IN THE SIDEWALK ON LAUREL
 JB1085'STREET ABOUT 50 METERS NORTHWEST OF STATION AND ABOUT 3 METERS EAST
 JB1085'OF THE CURB.
 JB1085'
 JB1085'REFERENCE MARK NO. 2 IS A STANDARD MARK SET IN THE SIDEWALK 2
 JB1085'BLOCKS, (ABOUT 200 METERS) EAST OF STATION.
 JB1085'
 JB1085'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 JB1085
 JB1085                          STATION RECOVERY (1961)
 JB1085
 JB1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1085'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 JB1085'REFERENCE MARK 1 WAS RECOVERED BUT THE SIDEWALK AROUND THE DISK IS
 JB1085'BADLY DAMAGED.  THE DISTANCES TO REFERENCE MARKS 1 AND 2 CHECKED.
 JB1085'THE DIRECTION BETWEEN REFERENCE MARKS 1 AND 2 DID NOT CHECK BY 01
 JB1085'MINUTE AND 43.5 SECONDS.  THE TOWER COULD NOT BE BUILT OVER THE
 JB1085'STATION MARK BECAUSE OF A HOUSE NEARBY.  A REFERENCE MARK 3 WAS
 JB1085'ESTABLISHED AND THE TOWER WAS BUILT OVER IT.
 JB1085'
 JB1085'A COMPLETE NEW DESCRIPTION FOLLOWS--
 JB1085'
 JB1085'THE STATION IS IN THE SOUTHEAST PART OF DU QUOIN, JUST SOUTHEAST OF
 JB1085'THE INTERSECTION OF EAST FRANKLIN STREET AND LAUREL AVENUE, AND ON
 JB1085'THE PROPERTY OF MRS. PEARL QUILLMAN.  IT IS 73 FEET EAST OF THE
 JB1085'CENTERLINE OF LAUREL AVENUE, 31 FEET SOUTH OF THE CENTERLINE OF
 JB1085'EAST FRANKLIN STREET, 26 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 JB1085'A BRICK HOUSE AND 12 FEET WEST OF THE CENTER OF A SIDEWALK.
 JB1085'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED DU
 JB1085'QUOIN 1930.
 JB1085'
 JB1085'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DU QUOIN NO 1 CEMENTED
 JB1085'IN A DRILLED HOLE IN THE SIDEWALK ON THE EAST SIDE OF LAUREL
 JB1085'AVENUE.  IT IS 31 FEET WEST OF THE WEST SIDE OF HOUSE NO. 130, 28
 JB1085'FEET SOUTH OF THE CENTERLINE OF A SIDEWALK AND 28 FEET EAST OF THE
 JB1085'CENTERLINE OF LAUREL AVENUE.
 JB1085'
 JB1085'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DU QUOIN NO 2 CEMENTED
 JB1085'IN A DRILLED HOLE IN A SIDEWALK ON THE WEST SIDE OF SOUTH LINE
 JB1085'STREET.  IT IS 39 FEET SOUTH OF THE CENTERLINE OF EAST FRANKLIN
 JB1085'STREET, 30 FEET WEST OF THE CENTERLINE OF SOUTH LINE STREET AND 19
 JB1085'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE.
 JB1085'
 JB1085'REFERENCE MARK 3 IS 94 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 JB1085'BRICK HOUSE, 30 FEET WEST OF THE CENTERLINE OF LAUREL AVENUE AND
 JB1085'28 FEET SOUTH OF THE CENTERLINE OF LAUREL AVENUE.  THE MONUMENT IS
 JB1085'FLUSH AND THE DISK IS STAMPED DU QUOIN NO 3 1930.
 JB1085'
 JB1085'REFERENCE MARK 4 IS 13 FEET NORTH OF THE CENTERLINE OF EAST
 JB1085'FRANKLIN STREET, 7 FEET SOUTH OF THE CENTER OF A SIDEWALK, 2
 JB1085'FEET EAST OF A POWER POLE AND 1 FOOT NORTH OF THE NORTH CURB OF
 JB1085'EAST FRANKLIN STREET.  THE MONUMENT IS FLUSH AND THE DISK IS
 JB1085'STAMPED DU QUOIN NO 4 1930.
 JB1085'
 JB1085'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JB1085
 JB1085                          STATION RECOVERY (1969)
 JB1085
 JB1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 JB1085'THE STATION MARK, STAMPED DU QUOIN 1930 IS ABOUT 0.15 MILE SOUTH
 JB1085'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT DU QUOIN,
 JB1085'THENCE 0.45 MILE EAST ALONG E. FRANKLIN STREET, 1 BLOCK SOUTHWEST
 JB1085'OF THE WHEATLEY GRADE SCHOOL, IN SECTION 17, T 6 S, R 1 W, 31 FEET
 JB1085'SOUTH OF THE CENTER LINE OF THE STREET, 73 FEET EAST OF THE
 JB1085'CENTER LINE OF LAUREL STREET, 122 FEET SOUTHWEST AND ACROSS E.
 JB1085'FRANKLIN STREET FROM A BUILDING WHICH IS OCCUPIED BY KERNS
 JB1085'MARKET, 26-1/2 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A
 JB1085'BRICK HOUSE, 9.6 FEET WEST OF THE WEST EDGE OF A CONCRETE
 JB1085'WALKWAY WHICH LEADS TO THE HOUSE, AND SET IN THE TOP OF A CONCRETE
 JB1085'POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE LAWN.
 JB1085'
 JB1085'RM 1 STAMPED, DU QUOIN NO 1 IS 142.2 FEET NORTH-NORTHWEST OF THE
 JB1085'STATION MARK, 103 FEET NORTH OF THE CENTER LINE OF THE STREET, 28
 JB1085'FEET EAST OF THE CETNER LINE OF LAUREL STREET, SET IN THE TOP AND
 JB1085'NEAR THE CENTER OF A NORTH-SOUTH CONCRETE SIDEWALK, 31 FEET WEST
 JB1085'OF THE WEST FACE OF A BRICK PORCH ON HOUSE NUMBER 130, 5-1/2 FEET
 JB1085'NORTHEAST OF A 36-INCH OAK TREE.
 JB1085'
 JB1085'NOTE--THIS MARK WAS NOT LEVELED TO BY THIS PARTY IN 1969 DUE TO
 JB1085'THE BUCKLING AND CRACKING OF THE SIDEWALK.
 JB1085'
 JB1085'RM 2, STAMPED DU QUOIN NO 2 IS ABOUT 2 BLOCKS EAST OF THE STATION
 JB1085'MARK, 39 FEET SOUTH OF THE CENTER LINE OF THE STREET, 30 FEET WEST
 JB1085'OF THE CENTER LINE OF S. LINE STREET, SET IN THE CENTER OF THE TOP
 JB1085'OF A NORTH-SOUTH CONCRETE SIDEWALK, 195-1/2 FEET SOUTHEAST AND
 JB1085'ACROSS E. FRANKLIN STREET FROM THE SOUTHEAST CORNER OF THE
 JB1085'WHEATLEY GRADE SCHOOL BUILDING, 19.3 FEET NORTHEAST OF THE
 JB1085'NORTHEAST CORNER OF HOUSE NUMBER 203, 8.8 FEET SOUTH OF THE
 JB1085'NORTH END OF THE SIDEWALK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JB1085'STREETS.
 JB1085'
 JB1085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE
 JB1085'SOUTHEAST.
 JB1085
 JB1085                          STATION RECOVERY (1969)
 JB1085
 JB1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JB1085'0.6 MI SE FROM DU QUOIN.
 JB1085'ABOUT 0.15 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1085'THE STATION AT DU QUOIN, THENCE 0.45 MILE EAST ALONG E. FRANKLIN
 JB1085'STREET, 1 BLOCK SOUTHWEST OF THE WHEATLEY GRADE SCHOOL, 31 FEET
 JB1085'SOUTH OF THE CENTER LINE OF THE STREET, 73 FEET EAST OF THE
 JB1085'CENTER LINE OF LAUREL STREET, 122 FEET SOUTHWEST AND ACROSS E.
 JB1085'FRANKLIN STREET FROM A BUILDING WHICH IS OCCUPIED BY KERNS
 JB1085'MARKET, 26 1/2 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A
 JB1085'BRICK HOUSE, 9.6 FEET WEST OF THE WEST EDGE OF A CONCRETE WALKWAY
 JB1085'WHICH LEADS TO THE HOUSE, AND SET IN THE TOP OF A CONCRETE POST
 JB1085'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE LAWN.  SEC 17,
 JB1085'T6S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1877 ***********************************************************************
 JB1877  DESIGNATION -  DU QUOIN MUNICIPAL TANK
 JB1877  PID         -  JB1877
 JB1877  STATE/COUNTY-  IL/PERRY
 JB1877  USGS QUAD   -  DU QUOIN (1975)
 JB1877
 JB1877                         *CURRENT SURVEY CONTROL
 JB1877  ___________________________________________________________________
 JB1877* NAD 83(1997)-  38 00 26.69724(N)    089 14 24.78811(W)     ADJUSTED  
 JB1877* NAVD 88     -                                                        
 JB1877  ___________________________________________________________________
 JB1877  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 JB1877  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JB1877
 JB1877  HORZ ORDER  -  THIRD
 JB1877
 JB1877.The horizontal coordinates were established by classical geodetic methods
 JB1877.and adjusted by the National Geodetic Survey in October 1999..
 JB1877
 JB1877
 JB1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1877
 JB1877.The geoid height was determined by GEOID03.
 JB1877
 JB1877;                    North         East     Units Scale Factor Converg.
 JB1877;SPC IL W     -   149,197.994   781,360.070   MT  1.00002267   +0 34 13.8
 JB1877;SPC IL W     -   489,493.75  2,563,512.16   sFT  1.00002267   +0 34 13.8
 JB1877;SPC IL E     -   149,186.114   220,355.208   MT  1.00005309   -0 33 30.4
 JB1877;SPC IL E     -   489,454.78    722,948.71   sFT  1.00005309   -0 33 30.4
 JB1877;UTM  16      - 4,209,006.103   303,322.341   MT  1.00007644   -1 22 47.6
 JB1877
 JB1877                          SUPERSEDED SURVEY CONTROL
 JB1877
 JB1877  NAD 83(1997)-  38 00 26.70934(N)    089 14 24.78815(W) AD(       ) 4
 JB1877  NAD 83(1986)-  38 00 26.71059(N)    089 14 24.78923(W) AD(       ) 4
 JB1877  NAD 27      -  38 00 26.52970(N)    089 14 24.49190(W) AD(       ) 3
 JB1877
 JB1877.Superseded values are not recommended for survey control.
 JB1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1877.See file dsdata.txt to determine how the superseded data were derived.
 JB1877
 JB1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0332209006(NAD 83)
 JB1877_MARKER: 53 = ELEVATED TANK
 JB1877
 JB1877  HISTORY     - Date     Condition        Report By
 JB1877  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1877
 JB1877                          STATION DESCRIPTION
 JB1877
 JB1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1877'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK, LOCATED
 JB1877'ABOUT 0.5 MILE SOUTH OF THE RAILROAD DEPOT IN DU QUOIN.  IT IS A
 JB1877'6 LEGGED STEEL STRUCTURE PAINTED SILVER WITH THE LEGEND DU QUOIN IN
 JB1877'BLACK ON THE NORTH AND SOUTH SIDE.  THE OVERALL HEIGHT IS ABOUT
 JB1877'90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1663 ***********************************************************************
 HB1663  DESIGNATION -  DU QUOIN RAD STA KSB 234 MAST
 HB1663  PID         -  HB1663
 HB1663  STATE/COUNTY-  IL/PERRY
 HB1663  USGS QUAD   -  ELKVILLE (1978)
 HB1663
 HB1663                         *CURRENT SURVEY CONTROL
 HB1663  ___________________________________________________________________
 HB1663* NAD 83(1997)-  37 59 04.95056(N)    089 14 05.48196(W)     ADJUSTED  
 HB1663* NAVD 88     -                                                        
 HB1663  ___________________________________________________________________
 HB1663  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 HB1663  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HB1663
 HB1663  HORZ ORDER  -  THIRD
 HB1663
 HB1663.The horizontal coordinates were established by classical geodetic methods
 HB1663.and adjusted by the National Geodetic Survey in October 1999..
 HB1663
 HB1663
 HB1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1663
 HB1663.The geoid height was determined by GEOID03.
 HB1663
 HB1663;                    North         East     Units Scale Factor Converg.
 HB1663;SPC IL W     -   146,682.323   781,856.276   MT  1.00002367   +0 34 24.7
 HB1663;SPC IL W     -   481,240.25  2,565,140.13   sFT  1.00002367   +0 34 24.7
 HB1663;SPC IL E     -   146,661.082   220,801.777   MT  1.00005222   -0 33 17.5
 HB1663;SPC IL E     -   481,170.57    724,413.83   sFT  1.00005222   -0 33 17.5
 HB1663;UTM  16      - 4,206,474.873   303,732.684   MT  1.00007446   -1 22 33.2
 HB1663
 HB1663                          SUPERSEDED SURVEY CONTROL
 HB1663
 HB1663  NAD 83(1997)-  37 59 04.96256(N)    089 14 05.48213(W) AD(       ) 4
 HB1663  NAD 83(1986)-  37 59 04.96387(N)    089 14 05.48312(W) AD(       ) 4
 HB1663  NAD 27      -  37 59 04.78234(N)    089 14 05.18569(W) AD(       ) 3
 HB1663
 HB1663.Superseded values are not recommended for survey control.
 HB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1663.See file dsdata.txt to determine how the superseded data were derived.
 HB1663
 HB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0373306475(NAD 83)
 HB1663_MARKER: 42 = RADIO/TV MAST
 HB1663
 HB1663  HISTORY     - Date     Condition        Report By
 HB1663  HISTORY     - 1961     FIRST OBSERVED   CGS
 HB1663
 HB1663                          STATION DESCRIPTION
 HB1663
 HB1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1663'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ABOUT 2.0
 HB1663'MILES SOUTH OF DU QUOIN AND THE MAST IS OWNED AND OPERATED BY
 HB1663'THE ILLINOIS STATE POLICE. IT IS A 3 LEGGED GUYED STEEL STRUCTURE
 HB1663'PAINTED INTERNATIONAL ORANGE AND WHITE AND IT HAS A RED
 HB1663'LIGHT ON THE TOP. THE OVERALL HEIGHT IS ABOUT 365 FEET.
 HB1663'
 HB1663'TO REACH THE STATION FROM THE POST OFFICE IN DU QUOIN, GO SOUTH ON
 HB1663'U.S. HIGHWAY 51 FOR 1.9 MILES TO THE STATE POLICE
 HB1663'HEADQUARTERS AND THE MAST ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1878 ***********************************************************************
 JB1878  DESIGNATION -  DU QUOIN RADIO STA WDQN MAST
 JB1878  PID         -  JB1878
 JB1878  STATE/COUNTY-  IL/PERRY
 JB1878  USGS QUAD   -  DU QUOIN (1975)
 JB1878
 JB1878                         *CURRENT SURVEY CONTROL
 JB1878  ___________________________________________________________________
 JB1878* NAD 83(1997)-  38 01 56.47559(N)    089 14 30.28760(W)     ADJUSTED  
 JB1878* NAVD 88     -                                                        
 JB1878  ___________________________________________________________________
 JB1878  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 JB1878  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 JB1878
 JB1878  HORZ ORDER  -  THIRD
 JB1878
 JB1878.The horizontal coordinates were established by classical geodetic methods
 JB1878.and adjusted by the National Geodetic Survey in October 1999..
 JB1878
 JB1878
 JB1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1878
 JB1878.The geoid height was determined by GEOID03.
 JB1878
 JB1878;                    North         East     Units Scale Factor Converg.
 JB1878;SPC IL W     -   151,964.671   781,198.387   MT  1.00002235   +0 34 11.6
 JB1878;SPC IL W     -   498,570.76  2,562,981.71   sFT  1.00002235   +0 34 11.6
 JB1878;SPC IL E     -   151,955.526   220,248.079   MT  1.00005330   -0 33 35.0
 JB1878;SPC IL E     -   498,540.75    722,597.24   sFT  1.00005330   -0 33 35.0
 JB1878;UTM  16      - 4,211,776.831   303,254.936   MT  1.00007676   -1 22 53.7
 JB1878
 JB1878                          SUPERSEDED SURVEY CONTROL
 JB1878
 JB1878  NAD 83(1997)-  38 01 56.48809(N)    089 14 30.28763(W) AD(       ) 4
 JB1878  NAD 83(1986)-  38 01 56.48893(N)    089 14 30.28858(W) AD(       ) 4
 JB1878  NAD 27      -  38 01 56.30801(N)    089 14 29.99090(W) AD(       ) 3
 JB1878
 JB1878.Superseded values are not recommended for survey control.
 JB1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1878.See file dsdata.txt to determine how the superseded data were derived.
 JB1878
 JB1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0325511777(NAD 83)
 JB1878_MARKER: 42 = RADIO/TV MAST
 JB1878
 JB1878  HISTORY     - Date     Condition        Report By
 JB1878  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1878
 JB1878                          STATION DESCRIPTION
 JB1878
 JB1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1878'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ABOUT
 JB1878'1-1/2 MILES NORTHWEST OF DU QUOIN.  IT IS A SMALL GUYED STEEL
 JB1878'STRUCTURE PAINTED INTERNATIONAL ORANGE AND WHITE.  THE OVERALL
 JB1878'HEIGHT IS ABOUT 185 FEET AND IT HAS A RED LIGHT ON THE TOP.
 JB1878'
 JB1878'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 151
 JB1878'AT THE WEST EDGE OF DU QUOIN, GO NORTH ON HIGHWAY 51 FOR 1.6 MILES
 JB1878'TO THE MAST AND THE RADIO STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1884 ***********************************************************************
 JB1884  DESIGNATION -  DU QUOIN RADIO STA KSN 46 MAST
 JB1884  PID         -  JB1884
 JB1884  STATE/COUNTY-  IL/PERRY
 JB1884  USGS QUAD   -  PYATTS (1982)
 JB1884
 JB1884                         *CURRENT SURVEY CONTROL
 JB1884  ___________________________________________________________________
 JB1884* NAD 83(1997)-  38 01 25.60306(N)    089 15 11.18307(W)     ADJUSTED  
 JB1884* NAVD 88     -                                                        
 JB1884  ___________________________________________________________________
 JB1884  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JB1884  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 JB1884
 JB1884  HORZ ORDER  -  THIRD
 JB1884
 JB1884.The horizontal coordinates were established by classical geodetic methods
 JB1884.and adjusted by the National Geodetic Survey in October 1999..
 JB1884
 JB1884
 JB1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1884
 JB1884.The geoid height was determined by GEOID03.
 JB1884
 JB1884;                    North         East     Units Scale Factor Converg.
 JB1884;SPC IL W     -   151,002.962   780,210.439   MT  1.00002039   +0 33 46.0
 JB1884;SPC IL W     -   495,415.55  2,559,740.42   sFT  1.00002039   +0 33 46.0
 JB1884;SPC IL E     -   151,013.446   219,241.333   MT  1.00005529   -0 33 59.8
 JB1884;SPC IL E     -   495,449.95    719,294.27   sFT  1.00005529   -0 33 59.8
 JB1884;UTM  16      - 4,210,849.265   302,234.756   MT  1.00008172   -1 23 18.0
 JB1884
 JB1884                          SUPERSEDED SURVEY CONTROL
 JB1884
 JB1884  NAD 83(1986)-  38 01 25.61638(N)    089 15 11.18401(W) AD(       ) 4
 JB1884  NAD 27      -  38 01 25.43488(N)    089 15 10.88338(W) AD(       ) 3
 JB1884
 JB1884.Superseded values are not recommended for survey control.
 JB1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1884.See file dsdata.txt to determine how the superseded data were derived.
 JB1884
 JB1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0223510849(NAD 83)
 JB1884_MARKER: 42 = RADIO/TV MAST
 JB1884
 JB1884  HISTORY     - Date     Condition        Report By
 JB1884  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1884
 JB1884                          STATION DESCRIPTION
 JB1884
 JB1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1884'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ABOUT 1
 JB1884'MILE WEST-NORTHWEST OF DU QUOIN AND THE MAST IS OWNED AND OPERATED
 JB1884'BY THE GENERAL TELEPHONE CO. OF DU QUOIN.  IT IS A 3 LEGGED GUYED
 JB1884'STEEL STRUCTURE PAINTED INTERNATIONAL ORANGE AND WHITE WITH TWO
 JB1884'MICRO-DISKS ON THE NORTH AND SOUTH SIDES OF THE MAST.  THE
 JB1884'OVERALL HEIGHT IS ABOUT 220 FEET.
 JB1884'
 JB1884'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 152
 JB1884'AT THE WEST EDGE OF DU QUOIN, GO WEST ON HIGHWAY 152 FOR 0.4 MILE TO
 JB1884'A SIDE ROAD RIGHT (WEST STREET).  TURN RIGHT AND GO NORTH AND
 JB1884'NORTHWESTERLY ON WEST STREET FOR 1.0 MILE TO THE MAST ON THE
 JB1884'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1875 ***********************************************************************
 JB1875  DESIGNATION -  DU QUOIN RM 3
 JB1875  PID         -  JB1875
 JB1875  STATE/COUNTY-  IL/PERRY
 JB1875  USGS QUAD   -  DU QUOIN (1975)
 JB1875
 JB1875                         *CURRENT SURVEY CONTROL
 JB1875  ___________________________________________________________________
 JB1875* NAD 83(1997)-  38 00 31.47748(N)    089 13 53.14646(W)     ADJUSTED  
 JB1875* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 JB1875  ___________________________________________________________________
 JB1875  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 JB1875  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JB1875
 JB1875  HORZ ORDER  -  FIRST
 JB1875
 JB1875.The horizontal coordinates were established by classical geodetic methods
 JB1875.and adjusted by the National Geodetic Survey in October 1999..
 JB1875
 JB1875.The orthometric height was scaled from a topographic map.
 JB1875
 JB1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1875
 JB1875.The geoid height was determined by GEOID03.
 JB1875
 JB1875;                    North         East     Units Scale Factor Converg.
 JB1875;SPC IL W     -   149,353.099   782,130.481   MT  1.00002422   +0 34 33.4
 JB1875;SPC IL W     -   490,002.63  2,566,039.75   sFT  1.00002422   +0 34 33.4
 JB1875;SPC IL E     -   149,326.013   221,128.547   MT  1.00005159   -0 33 11.0
 JB1875;SPC IL E     -   489,913.76    725,485.91   sFT  1.00005159   -0 33 11.0
 JB1875;UTM  16      - 4,209,134.904   304,097.624   MT  1.00007269   -1 22 28.2
 JB1875
 JB1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1875!SPC IL W     -   0.99998204  x   1.00002422  =   1.00000626
 JB1875!SPC IL E     -   0.99998204  x   1.00005159  =   1.00003363
 JB1875!UTM  16      -   0.99998204  x   1.00007269  =   1.00005472
 JB1875
 JB1875|---------------------------------------------------------------------|
 JB1875| PID    Reference Object                     Distance      Geod. Az  |
 JB1875|                                                           dddmmss.s |
 JB1875| JB1086 DUQUOIN RM 1                          4.254 METERS 02307     |
 JB1875| JB1085 DU QUOIN                             30.937 METERS 09227     |
 JB1875| HB1648 PIERCE                              APPROX.14.1 KM 1331006.7 |
 JB1875| HB1663 DU QUOIN RAD STA KSB 234 MAST       APPROX. 2.7 KM 1862615.8 |
 JB1875| JB1877 DU QUOIN MUNICIPAL TANK             APPROX. 0.8 KM 2591134.3 |
 JB1875| CI4335 DU QUOIN RM 4                                      27348     |
 JB1875| JB1888 PINCKNEYVILLE NEW MUNICIPAL TK      APPROX.15.6 KM 2981656.6 |
 JB1875| JB1885 PINCKNEYVILLE PERRY METAL TK        APPROX.14.2 KM 3071221.5 |
 JB1875| JB1882 PINCKNEYVILLE DECCA RECORDS TK      APPROX.12.8 KM 3090525.6 |
 JB1875| JB1884 DU QUOIN RADIO STA KSN 46 MAST      APPROX. 2.5 KM 3111452.8 |
 JB1875| JB1878 DU QUOIN RADIO STA WDQN MAST        APPROX. 2.8 KM 3405602.9 |
 JB1875| JB1876 TAMAROA TV STATION WSIU MAST        APPROX.10.5 KM 3534717.4 |
 JB1875|---------------------------------------------------------------------|
 JB1875
 JB1875                          SUPERSEDED SURVEY CONTROL
 JB1875
 JB1875  NAD 83(1997)-  38 00 31.48953(N)    089 13 53.14644(W) AD(       ) 1
 JB1875  NAD 83(1986)-  38 00 31.49076(N)    089 13 53.14753(W) AD(       ) 1
 JB1875  NAD 27      -  38 00 31.31001(N)    089 13 52.85110(W) AD(       ) 1
 JB1875
 JB1875.Superseded values are not recommended for survey control.
 JB1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1875.See file dsdata.txt to determine how the superseded data were derived.
 JB1875
 JB1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0409809135(NAD 83)
 JB1875
 JB1875  HISTORY     - Date     Condition        Report By
 JB1875  HISTORY     - 1961     MONUMENTED       CGS
 JB1875  HISTORY     - 1961     GOOD             CGS
 JB1875
 JB1875                          STATION DESCRIPTION
 JB1875
 JB1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1875'STATION MARK IS 94 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 JB1875'BRICK HOUSE, 30 FEET WEST OF THE CENTERLINE OF LAUREL AVENUE AND 28
 JB1875'FEET SOUTH OF THE CENTERLINE OF LAUREL AVENUE.  THE MONUMENT IS
 JB1875'FLUSH AND THE DISK IS STAMPED DU QUOIN NO 3 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1859 ***********************************************************************
 JB1859  DESIGNATION -  DUBOIS
 JB1859  PID         -  JB1859
 JB1859  STATE/COUNTY-  IL/WASHINGTON
 JB1859  USGS QUAD   -  ASHLEY (1974)
 JB1859
 JB1859                         *CURRENT SURVEY CONTROL
 JB1859  ___________________________________________________________________
 JB1859* NAD 83(1997)-  38 15 04.10657(N)    089 13 48.31889(W)     ADJUSTED  
 JB1859* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 JB1859  ___________________________________________________________________
 JB1859  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JB1859  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 JB1859
 JB1859  HORZ ORDER  -  THIRD
 JB1859
 JB1859.The horizontal coordinates were established by classical geodetic methods
 JB1859.and adjusted by the National Geodetic Survey in October 1999..
 JB1859
 JB1859.The orthometric height was scaled from a topographic map.
 JB1859
 JB1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1859
 JB1859.The geoid height was determined by GEOID03.
 JB1859
 JB1859;                    North         East     Units Scale Factor Converg.
 JB1859;SPC IL W     -   176,259.370   781,976.668   MT  1.00002391   +0 34 47.6
 JB1859;SPC IL W     -   578,277.62  2,565,535.12   sFT  1.00002391   +0 34 47.6
 JB1859;SPC IL E     -   176,230.802   221,506.353   MT  1.00005085   -0 33 18.8
 JB1859;SPC IL E     -   578,183.89    726,725.43   sFT  1.00005085   -0 33 18.8
 JB1859;UTM  16      - 4,236,032.009   304,862.169   MT  1.00006898   -1 22 52.0
 JB1859
 JB1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1859!SPC IL W     -   0.99997772  x   1.00002391  =   1.00000163
 JB1859!SPC IL E     -   0.99997772  x   1.00005085  =   1.00002857
 JB1859!UTM  16      -   0.99997772  x   1.00006898  =   1.00004670
 JB1859
 JB1859:                Primary Azimuth Mark                     Grid Az
 JB1859:SPC IL W     -  DUBOIS CATH CHURCH NE SPIRE              156 08 49.1
 JB1859:SPC IL E     -  DUBOIS CATH CHURCH NE SPIRE              157 16 55.5
 JB1859:UTM  16      -  DUBOIS CATH CHURCH NE SPIRE              158 06 28.7
 JB1859
 JB1859|---------------------------------------------------------------------|
 JB1859| PID    Reference Object                     Distance      Geod. Az  |
 JB1859|                                                           dddmmss.s |
 JB1859| JB1879 DUBOIS CATH CHURCH NE SPIRE         APPROX. 3.5 KM 1564336.7 |
 JB1859| CI4337 DUBOIS RM 1                          21.162 METERS 21429     |
 JB1859| CI4338 DUBOIS RM 2                          21.712 METERS 30822     |
 JB1859| CI4336 DUBOIS AZ MK                                       3360053.8 |
 JB1859|---------------------------------------------------------------------|
 JB1859
 JB1859                          SUPERSEDED SURVEY CONTROL
 JB1859
 JB1859  NAD 83(1997)-  38 15 04.12076(N)    089 13 48.31857(W) AD(       ) 3
 JB1859  NAD 83(1986)-  38 15 04.12123(N)    089 13 48.31841(W) AD(       ) 3
 JB1859  NAD 27      -  38 15 03.94172(N)    089 13 48.03305(W) AD(       ) 3
 JB1859
 JB1859.Superseded values are not recommended for survey control.
 JB1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1859.See file dsdata.txt to determine how the superseded data were derived.
 JB1859
 JB1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0486236032(NAD 83)
 JB1859_MARKER: DS = TRIANGULATION STATION DISK
 JB1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1859
 JB1859  HISTORY     - Date     Condition        Report By
 JB1859  HISTORY     - 1962     MONUMENTED       CGS
 JB1859
 JB1859                          STATION DESCRIPTION
 JB1859
 JB1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1859'THE STATION IS ABOUT 6 MILES SOUTH, SOUTHWEST OF ASHLEY, 2 MILES
 JB1859'WEST, NORTHWEST OF DUBOIS, IN THE CENTER OF SECTION 20, T 3 S, R 1
 JB1859'W,. AND ON THE PROPERTY OF MR. RAY BOWERS.  IT IS 56 FEET SOUTHEAST
 JB1859'OF THE SOUTHEAST CORNER OF AN OLD HOUSE, 66 FEET NORTHEAST OF A 30
 JB1859'INCH OAK TREE, 74 FEET SOUTHEAST OF A WITNESS POST AND 122 FEET
 JB1859'EAST OF THE CENTERLINE OF U.S. HIGHWAY 51.  THE MONUMENT PROJECTS 3
 JB1859'INCHES AND THE DISK IS STAMPED DUBOIS 1962.
 JB1859'
 JB1859'TO REACH FROM THE POST OFFICE IN DUBOIS, GO WEST ON A PAVED ROAD FOR
 JB1859'1.0 MILE TO A CROSSROAD (U.S. HIGHWAY 51).  TURN RIGHT AND GO NORTH
 JB1859'ON HIGHWAY 51 FOR 1.85 MILES TO A FARM DRIVEWAY ON THE RIGHT AND
 JB1859'THE STATION ON THE RIGHT JUST SOUTHEAST OF AN OLD FARM HOUSE.
 JB1859'
 JB1859'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON HIGHWAY 51 FOR
 JB1859'0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVELED
 JB1859'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT ON THE ROAD
 JB1859'RIGHT-OF-WAY.
 JB1859'
 JB1859'REFERENCE MARK 1 IS 12 FEET SOUTHWEST OF A 30 INCH OAK TREE, 18 FEET
 JB1859'WEST OF A 22 INCH OAK TREE, 56 FEET EAST OF A WIRE FENCE AND 85
 JB1859'FEET EAST OF THE CENTERLINE OF HIGHWAY 51.  THE MONUMENT PROJECTS
 JB1859'4 INCHES AND THE DISK IS STAMPED DUBOIS NO 1 1962.
 JB1859'
 JB1859'REFERENCE MARK 2 IS 4 FEET EAST OF THE SOUTHWEST CORNER OF THE OLD
 JB1859'FARM HOUSE, 35 FEET EAST OF THE WIRE FENCE AND 65 FEET EAST OF THE
 JB1859'CENTERLINE OF HIGHWAY 51.  THE MONUMENT PROJECTS 4 INCHES AND THE
 JB1859'DISK IS STAMPED DUBOIS NO 2 1962.
 JB1859'
 JB1859'THE AZIMUTH MARK IS 2 FEET SOUTHEAST OF A WITNESS POST, 7 FEET SOUTH
 JB1859'OF A 10 INCH OAK TREE AND 26 FEET NORTH OF THE CENTERLINE OF A
 JB1859'GRAVELED ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JB1859'STAMPED DUBOIS 1962.
 JB1859'
 JB1859'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1879 ***********************************************************************
 JB1879  DESIGNATION -  DUBOIS CATH CHURCH NE SPIRE
 JB1879  PID         -  JB1879
 JB1879  STATE/COUNTY-  IL/WASHINGTON
 JB1879  USGS QUAD   -  TAMAROA (1975)
 JB1879
 JB1879                         *CURRENT SURVEY CONTROL
 JB1879  ___________________________________________________________________
 JB1879* NAD 83(1997)-  38 13 20.39633(N)    089 12 51.77628(W)     ADJUSTED  
 JB1879* NAVD 88     -                                                        
 JB1879  ___________________________________________________________________
 JB1879  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 JB1879  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 JB1879
 JB1879  HORZ ORDER  -  THIRD
 JB1879
 JB1879.The horizontal coordinates were established by classical geodetic methods
 JB1879.and adjusted by the National Geodetic Survey in October 1999..
 JB1879
 JB1879
 JB1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1879
 JB1879.The geoid height was determined by GEOID03.
 JB1879
 JB1879;                    North         East     Units Scale Factor Converg.
 JB1879;SPC IL W     -   173,075.724   783,384.331   MT  1.00002678   +0 35 21.2
 JB1879;SPC IL W     -   567,832.60  2,570,153.43   sFT  1.00002678   +0 35 21.2
 JB1879;SPC IL E     -   173,019.826   222,850.725   MT  1.00004827   -0 32 42.5
 JB1879;SPC IL E     -   567,649.21    731,136.09   sFT  1.00004827   -0 32 42.5
 JB1879;UTM  16      - 4,232,801.943   306,160.154   MT  1.00006277   -1 22 13.8
 JB1879
 JB1879                          SUPERSEDED SURVEY CONTROL
 JB1879
 JB1879  NAD 83(1997)-  38 13 20.41035(N)    089 12 51.77615(W) AD(       ) 4
 JB1879  NAD 83(1986)-  38 13 20.41105(N)    089 12 51.77611(W) AD(       ) 4
 JB1879  NAD 27      -  38 13 20.23145(N)    089 12 51.49219(W) AD(       ) 3
 JB1879
 JB1879.Superseded values are not recommended for survey control.
 JB1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1879.See file dsdata.txt to determine how the superseded data were derived.
 JB1879
 JB1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0616032802(NAD 83)
 JB1879_MARKER: 91 = CHURCH CROSS
 JB1879
 JB1879  HISTORY     - Date     Condition        Report By
 JB1879  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1879
 JB1879                          STATION DESCRIPTION
 JB1879
 JB1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1879'THE STATION IS THE CROSS AT THE APEX OF THE NORTHEAST ONE OF TWO
 JB1879'IDENTICAL SPIRES.  THE SPIRES ARE ON THE NORTHEAST AND SOUTHEAST
 JB1879'CORNERS OF THE CHURCH BUILDING.  IT IS A RED BRICK CHURCH AND
 JB1879'SPIRES WITH GREY COLORED SHINGLES ON THE SPIRES.  THE OVERALL
 JB1879'HEIGHT IS APPROXIMATELY 100 FEET.
 JB1879'
 JB1879'THE CHURCH IS IN THE SOUTHWEST SECTION OF DUBOIS.
 JB1879'
 JB1879'TO REACH FROM THE POST OFFICE IN DUBOIS, GO WEST ON A PAVED STREET
 JB1879'FOR 0.1 MILE TO A CROSS-STREET.  TURN LEFT AND GO SOUTH ON A PAVED
 JB1879'STREET FOR 0.1 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0375 ***********************************************************************
 KB0375  DESIGNATION -  DUCK
 KB0375  PID         -  KB0375
 KB0375  STATE/COUNTY-  IL/CUMBERLAND
 KB0375  USGS QUAD   -  UNION CENTER (1984)
 KB0375
 KB0375                         *CURRENT SURVEY CONTROL
 KB0375  ___________________________________________________________________
 KB0375* NAD 83(1997)-  39 15 35.92958(N)    088 06 17.82890(W)     ADJUSTED  
 KB0375* NAVD 88     -       181.685  (meters)     596.08   (feet)  ADJUSTED  
 KB0375  ___________________________________________________________________
 KB0375  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 KB0375  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0375  DYNAMIC HT  -         181.578 (meters)     595.73  (feet)  COMP
 KB0375  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 KB0375
 KB0375  HORZ ORDER  -  SECOND
 KB0375  VERT ORDER  -  SECOND    CLASS 0
 KB0375
 KB0375.The horizontal coordinates were established by classical geodetic methods
 KB0375.and adjusted by the National Geodetic Survey in October 1999..
 KB0375
 KB0375.The orthometric height was determined by differential leveling
 KB0375.and adjusted by the National Geodetic Survey in June 1991..
 KB0375
 KB0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0375
 KB0375.The geoid height was determined by GEOID03.
 KB0375
 KB0375.The dynamic height is computed by dividing the NAVD 88
 KB0375.geopotential number by the normal gravity value computed on the
 KB0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0375.degrees latitude (g = 980.6199 gals.).
 KB0375
 KB0375.The modeled gravity was interpolated from observed gravity values.
 KB0375
 KB0375;                    North         East     Units Scale Factor Converg.
 KB0375;SPC IL E     -   287,864.680   319,710.727   MT  0.99997978   +0 08 40.3
 KB0375;SPC IL E     -   944,436.04  1,048,917.61   sFT  0.99997978   +0 08 40.3
 KB0375;UTM  16      - 4,346,209.297   404,670.167   MT  0.99971189   -0 41 57.5
 KB0375
 KB0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0375!SPC IL E     -   0.99997652  x   0.99997978  =   0.99995630
 KB0375!UTM  16      -   0.99997652  x   0.99971189  =   0.99968842
 KB0375
 KB0375:                Primary Azimuth Mark                     Grid Az
 KB0375:SPC IL E     -  DUCK AZ MK                               000 51 21.3
 KB0375:UTM  16      -  DUCK AZ MK                               001 41 59.1
 KB0375
 KB0375|---------------------------------------------------------------------|
 KB0375| PID    Reference Object                     Distance      Geod. Az  |
 KB0375|                                                           dddmmss.s |
 KB0375| CI6939 DUCK AZ MK                                         0010001.6 |
 KB0375| KB0374 DUCK RM 2                            19.230 METERS 08455     |
 KB0375| KB0376 DUCK RM 1                            18.090 METERS 35521     |
 KB0375|---------------------------------------------------------------------|
 KB0375
 KB0375                          SUPERSEDED SURVEY CONTROL
 KB0375
 KB0375  NAD 83(1997)-  39 15 35.93291(N)    088 06 17.82431(W) AD(       ) 2
 KB0375  NAD 83(1986)-  39 15 35.93894(N)    088 06 17.82321(W) AD(       ) 2
 KB0375  NAD 27      -  39 15 35.80120(N)    088 06 17.68980(W) AD(       ) 2
 KB0375  NGVD 29 (??/??/92)  181.746  (m)          596.28   (f) ADJ UNCH    2 0
 KB0375
 KB0375.Superseded values are not recommended for survey control.
 KB0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0375.See file dsdata.txt to determine how the superseded data were derived.
 KB0375
 KB0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0467046209(NAD 83)
 KB0375_MARKER: DS = TRIANGULATION STATION DISK
 KB0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0375_STAMPING: DUCK 1959
 KB0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0375+STABILITY: SURFACE MOTION
 KB0375
 KB0375  HISTORY     - Date     Condition        Report By
 KB0375  HISTORY     - 1959     MONUMENTED       CGS
 KB0375  HISTORY     - 1959     GOOD             CGS
 KB0375  HISTORY     - 1966     GOOD             MHAS
 KB0375  HISTORY     - 1973     GOOD             NGS
 KB0375  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0375  HISTORY     - 20050214 MARK NOT FOUND   ILDT
 KB0375
 KB0375                          STATION DESCRIPTION
 KB0375
 KB0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0375'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-NORTHEAST OF GREENUP
 KB0375'AND ABOUT 0.3 MILE SOUTH OF U.S. HIGHWAY 40, ON PROPERTY OWNED
 KB0375'BY MR. W.L. SIDWELL.
 KB0375'
 KB0375'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KB0375'HIGHWAY 130 IN GREENUP, GO EAST-NORTHEAST ON U.S.  HIGHWAY 40 FOR
 KB0375'2.6 MILES TO A MARATHON FILLING STATION AND A RESTAURANT ON THE LEFT,
 KB0375'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 40 FOR 0.3 MILE TO A SIDE
 KB0375'RD. RIGHT AT THE MAILBOX OF MR. W. L. SIDWELL, TURN RIGHT ON LANE
 KB0375'LEADING TO MR. SIDWELLS HOME FOR 0.25 MILE TO THE RAILROAD
 KB0375'TRACKS, CONTINUE ACROSS TRACKS FOR 0.05 MILE TO THE STATION ON THE
 KB0375'RIGHT AT THE NORTH END OF A ROW OF EVERGREEN TREES.  STATION
 KB0375'MARK, A STANDARD DISK STAMPED DUCK 1959, IS SET IN A 10 INCH SQUARE
 KB0375'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KB0375'THE MARK IS 45 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 32
 KB0375'FT. NORTH OF THE NORTH END OF A ROW OF TREES, 12 FEET WEST OF
 KB0375'THE APPROXIMATE CENTER OF THE DRIVEWAY AND 4 FEET EAST OF A WITNESS
 KB0375'POST.
 KB0375'
 KB0375'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUCK NO 1 1959, IS
 KB0375'SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 KB0375'INCHES. THE MARK IS 16 FEET WEST OF THE APPROXIMATE CENTER OF THE
 KB0375'DRIVEWAY AND 1 FOOT EAST OF A FENCE LINE.
 KB0375'
 KB0375'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED DUCK NO 2 1959, IS
 KB0375'SET IN A 10 INCH SQ. CONCRETE POST WHICH PROJECTS 3
 KB0375'INCHES. THE MARK IS 51 FEET EAST OF THE APPROXIMATE CENTER OF THE
 KB0375'DRIVEWAY, 37 FEET NORTHEAST OF A POWER PROJECTS 3 INCHES. THE
 KB0375'MARK IS 51 FEET EAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 37
 KB0375'FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND 1 FOOT
 KB0375'WEST OF A FENCE LINE.
 KB0375'
 KB0375'AZIMUTH MARK, A STANDARD DISK STAMPED DUCK 1959, IS
 KB0375'SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 KB0375'THE MARK IS 13 FEET EAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 5
 KB0375'FEET SOUTH OF A POWER POLE, 1.6 FEET SOUTH OF A WITNESS POST AND 1
 KB0375'FOOT WEST OF A FENCE LINE.
 KB0375'
 KB0375'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 KB0375'DRIVEWAY FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 KB0375'DESCRIBED.
 KB0375
 KB0375                          STATION RECOVERY (1959)
 KB0375
 KB0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0375'3.3 MI NE FROM GREENUP.
 KB0375'ABOUT 3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0375'WITH STATE HIGHWAY 130 IN GREENUP, THENCE 0.3 MILE SOUTH ALONG
 KB0375'A GRAVEL ROAD, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD, 12
 KB0375'FEET WEST OF THE CENTER LINE OF THE ROAD, 236 FEET SOUTH OF THE
 KB0375'CENTER OF THE CROSSING, 4 1/2 FEET EAST OF A FENCE, 45 FEET
 KB0375'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 3.9 FEET EAST OF
 KB0375'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 KB0375'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB0375
 KB0375                          STATION RECOVERY (1966)
 KB0375
 KB0375'RECOVERY NOTE BY MARK HURD AERIAL SURVEYS 1966
 KB0375'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 KB0375'CONDITION.
 KB0375
 KB0375                          STATION RECOVERY (1973)
 KB0375
 KB0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0375'RECOVERED IN GOOD CONDITION.
 KB0375
 KB0375                          STATION RECOVERY (1982)
 KB0375
 KB0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0375'MARK NOT FOUND.
 KB0375
 KB0375                          STATION RECOVERY (2005)
 KB0375
 KB0375'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0373 ***********************************************************************
 KB0373  DESIGNATION -  DUCK AZ
 KB0373  PID         -  KB0373
 KB0373  STATE/COUNTY-  IL/CUMBERLAND
 KB0373  USGS QUAD   -  UNION CENTER (1984)
 KB0373
 KB0373                         *CURRENT SURVEY CONTROL
 KB0373  ___________________________________________________________________
 KB0373* NAD 83(1986)-  39 15 47.     (N)    088 05 58.     (W)     SCALED    
 KB0373* NAVD 88     -       182.324  (meters)     598.17   (feet)  ADJUSTED  
 KB0373  ___________________________________________________________________
 KB0373  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0373  DYNAMIC HT  -         182.217 (meters)     597.82  (feet)  COMP
 KB0373  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 KB0373
 KB0373  VERT ORDER  -  SECOND    CLASS 0
 KB0373
 KB0373.The horizontal coordinates were scaled from a topographic map and have
 KB0373.an estimated accuracy of +/- 6 seconds.
 KB0373
 KB0373.The orthometric height was determined by differential leveling
 KB0373.and adjusted by the National Geodetic Survey in June 1991..
 KB0373
 KB0373.The geoid height was determined by GEOID03.
 KB0373
 KB0373.The dynamic height is computed by dividing the NAVD 88
 KB0373.geopotential number by the normal gravity value computed on the
 KB0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0373.degrees latitude (g = 980.6199 gals.).
 KB0373
 KB0373.The modeled gravity was interpolated from observed gravity values.
 KB0373
 KB0373;                    North         East    Units  Estimated Accuracy
 KB0373;SPC IL E     -   288,210.      320,190.      MT  (+/- 180 meters Scaled)
 KB0373
 KB0373                          SUPERSEDED SURVEY CONTROL
 KB0373
 KB0373  NGVD 29 (??/??/92)  182.385  (m)          598.37   (f) ADJ UNCH    2 0
 KB0373
 KB0373.Superseded values are not recommended for survey control.
 KB0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0373.See file dsdata.txt to determine how the superseded data were derived.
 KB0373
 KB0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ051465(NAD 83)
 KB0373_MARKER: DZ = AZIMUTH MARK DISK
 KB0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0373_STAMPING: DUCK 1959
 KB0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0373+STABILITY: SURFACE MOTION
 KB0373
 KB0373  HISTORY     - Date     Condition        Report By
 KB0373  HISTORY     - 1959     MONUMENTED       CGS
 KB0373  HISTORY     - 20050214 MARK NOT FOUND   ILDT
 KB0373
 KB0373                          STATION DESCRIPTION
 KB0373
 KB0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0373'3.2 MI NE FROM GREENUP.
 KB0373'ABOUT 3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0373'WITH STATE HIGHWAY 130 IN GREENUP, THENCE 0.15 MILE SOUTH ALONG
 KB0373'A GRAVEL ROAD, 13 FEET EAST OF THE CENTER LINE OF THE ROAD, 1
 KB0373'FOOT WEST OF A FENCE, 65 FEET SOUTH OF THE THIRD TELEPHONE POLE
 KB0373'SOUTH OF THE HIGHWAY, 5 FEET SOUTH OF THE THIRD POWER POLE SOUTH
 KB0373'OF THE HIGHWAY, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 KB0373'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KB0373'PROJECTING 6 INCHES.
 KB0373
 KB0373                          STATION RECOVERY (2005)
 KB0373
 KB0373'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0376 ***********************************************************************
 KB0376  DESIGNATION -  DUCK RM 1
 KB0376  PID         -  KB0376
 KB0376  STATE/COUNTY-  IL/CUMBERLAND
 KB0376  USGS QUAD   -  UNION CENTER (1984)
 KB0376
 KB0376                         *CURRENT SURVEY CONTROL
 KB0376  ___________________________________________________________________
 KB0376* NAD 83(1986)-  39 15 35.     (N)    088 06 17.     (W)     SCALED    
 KB0376* NAVD 88     -       181.706  (meters)     596.15   (feet)  ADJUSTED  
 KB0376  ___________________________________________________________________
 KB0376  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0376  DYNAMIC HT  -         181.600 (meters)     595.80  (feet)  COMP
 KB0376  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 KB0376
 KB0376  VERT ORDER  -  SECOND    CLASS 0
 KB0376
 KB0376.The horizontal coordinates were scaled from a topographic map and have
 KB0376.an estimated accuracy of +/- 6 seconds.
 KB0376
 KB0376.The orthometric height was determined by differential leveling
 KB0376.and adjusted by the National Geodetic Survey in June 1991..
 KB0376
 KB0376.The geoid height was determined by GEOID03.
 KB0376
 KB0376.The dynamic height is computed by dividing the NAVD 88
 KB0376.geopotential number by the normal gravity value computed on the
 KB0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0376.degrees latitude (g = 980.6199 gals.).
 KB0376
 KB0376.The modeled gravity was interpolated from observed gravity values.
 KB0376
 KB0376;                    North         East    Units  Estimated Accuracy
 KB0376;SPC IL E     -   287,840.      319,730.      MT  (+/- 180 meters Scaled)
 KB0376
 KB0376                          SUPERSEDED SURVEY CONTROL
 KB0376
 KB0376  NGVD 29 (??/??/92)  181.767  (m)          596.35   (f) ADJ UNCH    2 0
 KB0376
 KB0376.Superseded values are not recommended for survey control.
 KB0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0376.See file dsdata.txt to determine how the superseded data were derived.
 KB0376
 KB0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ046461(NAD 83)
 KB0376_MARKER: DR = REFERENCE MARK DISK
 KB0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0376_STAMPING: DUCK NO 1 1959
 KB0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0376+STABILITY: SURFACE MOTION
 KB0376
 KB0376  HISTORY     - Date     Condition        Report By
 KB0376  HISTORY     - 1959     MONUMENTED       CGS
 KB0376  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0376  HISTORY     - 20050214 MARK NOT FOUND   ILDT
 KB0376
 KB0376                          STATION DESCRIPTION
 KB0376
 KB0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0376'3.3 MI NE FROM GREENUP.
 KB0376'ABOUT 3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0376'WITH STATE HIGHWAY 130 IN GREENUP, THENCE 0.3 MILE SOUTH ALONG A
 KB0376'GRAVEL ROAD, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD, 16
 KB0376'FEET WEST OF THE CENTER LINE OF THE ROAD, 177 FEET SOUTH OF THE
 KB0376'CENTER OF THE CROSSING, 1/2 FOOT EAST OF A FENCE, 93 FEET
 KB0376'NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 59.3 FEET NORTH OF
 KB0376'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 KB0376'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0376
 KB0376                          STATION RECOVERY (1982)
 KB0376
 KB0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0376'MARK NOT FOUND.
 KB0376
 KB0376                          STATION RECOVERY (2005)
 KB0376
 KB0376'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0374 ***********************************************************************
 KB0374  DESIGNATION -  DUCK RM 2
 KB0374  PID         -  KB0374
 KB0374  STATE/COUNTY-  IL/CUMBERLAND
 KB0374  USGS QUAD   -  UNION CENTER (1984)
 KB0374
 KB0374                         *CURRENT SURVEY CONTROL
 KB0374  ___________________________________________________________________
 KB0374* NAD 83(1986)-  39 15 35.     (N)    088 06 17.     (W)     SCALED    
 KB0374* NAVD 88     -       181.821  (meters)     596.52   (feet)  ADJUSTED  
 KB0374  ___________________________________________________________________
 KB0374  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0374  DYNAMIC HT  -         181.715 (meters)     596.18  (feet)  COMP
 KB0374  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 KB0374
 KB0374  VERT ORDER  -  SECOND    CLASS 0
 KB0374
 KB0374.The horizontal coordinates were scaled from a topographic map and have
 KB0374.an estimated accuracy of +/- 6 seconds.
 KB0374
 KB0374.The orthometric height was determined by differential leveling
 KB0374.and adjusted by the National Geodetic Survey in June 1991..
 KB0374
 KB0374.The geoid height was determined by GEOID03.
 KB0374
 KB0374.The dynamic height is computed by dividing the NAVD 88
 KB0374.geopotential number by the normal gravity value computed on the
 KB0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0374.degrees latitude (g = 980.6199 gals.).
 KB0374
 KB0374.The modeled gravity was interpolated from observed gravity values.
 KB0374
 KB0374;                    North         East    Units  Estimated Accuracy
 KB0374;SPC IL E     -   287,840.      319,730.      MT  (+/- 180 meters Scaled)
 KB0374
 KB0374                          SUPERSEDED SURVEY CONTROL
 KB0374
 KB0374  NGVD 29 (??/??/92)  181.882  (m)          596.72   (f) ADJ UNCH    2 0
 KB0374
 KB0374.Superseded values are not recommended for survey control.
 KB0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0374.See file dsdata.txt to determine how the superseded data were derived.
 KB0374
 KB0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ046461(NAD 83)
 KB0374_MARKER: DR = REFERENCE MARK DISK
 KB0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0374_STAMPING: DUCK NO 2 1959
 KB0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0374+STABILITY: SURFACE MOTION
 KB0374
 KB0374  HISTORY     - Date     Condition        Report By
 KB0374  HISTORY     - 1959     MONUMENTED       CGS
 KB0374  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0374  HISTORY     - 20050214 MARK NOT FOUND   ILDT
 KB0374
 KB0374                          STATION DESCRIPTION
 KB0374
 KB0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0374'3.3 MI NE FROM GREENUP.
 KB0374'ABOUT 3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0374'WITH STATE HIGHWAY 130 IN GREENUP, THENCE 0.3 MILE SOUTH ALONG
 KB0374'A GRAVEL ROAD, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD, 50
 KB0374'FEET EAST OF THE CENTER LINE OF THE ROAD, 231 FEET SOUTH OF THE
 KB0374'CENTER OF THE CROSSING, 1 FOOT WEST OF A FENCE, 63.1 FEET
 KB0374'EAST-NORTHEAST OF TRIANGULATION STATION DUCK, 37 FEET NORTHEAST
 KB0374'OF A POWER POLE WITH A TRANSFORMER, 67.0 FEET EAST-NORTHEAST OF
 KB0374'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 KB0374'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0374
 KB0374                          STATION RECOVERY (1982)
 KB0374
 KB0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0374'MARK NOT FOUND.
 KB0374
 KB0374                          STATION RECOVERY (2005)
 KB0374
 KB0374'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0991 ***********************************************************************
 JB0991  DESIGNATION -  DUDLEY
 JB0991  PID         -  JB0991
 JB0991  STATE/COUNTY-  IL/BOND
 JB0991  USGS QUAD   -  BEAVER CREEK (1974)
 JB0991
 JB0991                         *CURRENT SURVEY CONTROL
 JB0991  ___________________________________________________________________
 JB0991* NAD 83(1997)-  38 50 07.92709(N)    089 27 44.65984(W)     ADJUSTED  
 JB0991* NAVD 88     -       186.069  (meters)     610.46   (feet)  ADJUSTED  
 JB0991  ___________________________________________________________________
 JB0991  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JB0991  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0991  DYNAMIC HT  -         185.955 (meters)     610.09  (feet)  COMP
 JB0991  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 JB0991
 JB0991  HORZ ORDER  -  SECOND
 JB0991  VERT ORDER  -  SECOND    CLASS 0
 JB0991
 JB0991.The horizontal coordinates were established by classical geodetic methods
 JB0991.and adjusted by the National Geodetic Survey in October 1999..
 JB0991
 JB0991.The orthometric height was determined by differential leveling
 JB0991.and adjusted by the National Geodetic Survey in June 1991..
 JB0991
 JB0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0991
 JB0991.The geoid height was determined by GEOID03.
 JB0991
 JB0991.The dynamic height is computed by dividing the NAVD 88
 JB0991.geopotential number by the normal gravity value computed on the
 JB0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0991.degrees latitude (g = 980.6199 gals.).
 JB0991
 JB0991.The modeled gravity was interpolated from observed gravity values.
 JB0991
 JB0991;                    North         East     Units Scale Factor Converg.
 JB0991;SPC IL W     -   240,948.147   761,145.328   MT  0.99998720   +0 26 29.9
 JB0991;SPC IL W     -   790,510.71  2,497,190.96   sFT  0.99998720   +0 26 29.9
 JB0991;UTM  16      - 4,301,407.070   286,269.057   MT  1.00016255   -1 32 41.0
 JB0991
 JB0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0991!SPC IL W     -   0.99997571  x   0.99998720  =   0.99996291
 JB0991!UTM  16      -   0.99997571  x   1.00016255  =   1.00013825
 JB0991
 JB0991:                Primary Azimuth Mark                     Grid Az
 JB0991:SPC IL W     -  DUDLEY AZ MK                             090 34 56.0
 JB0991:UTM  16      -  DUDLEY AZ MK                             092 34 06.9
 JB0991
 JB0991|---------------------------------------------------------------------|
 JB0991| PID    Reference Object                     Distance      Geod. Az  |
 JB0991|                                                           dddmmss.s |
 JB0991| CI4341 DUDLEY AZ MK                                       0910125.9 |
 JB0991| JB0992 DUDLEY RM 1                          22.496 METERS 11829     |
 JB0991| JB0990 DUDLEY RM 2                          26.922 METERS 24613     |
 JB0991|---------------------------------------------------------------------|
 JB0991
 JB0991                          SUPERSEDED SURVEY CONTROL
 JB0991
 JB0991  NAD 83(1986)-  38 50 07.94524(N)    089 27 44.65094(W) AD(       ) 2
 JB0991  NAD 27      -  38 50 07.78000(N)    089 27 44.36090(W) AD(       ) 2
 JB0991  NGVD 29 (??/??/92)  186.192  (m)          610.86   (f) ADJ UNCH    2 0
 JB0991
 JB0991.Superseded values are not recommended for survey control.
 JB0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0991.See file dsdata.txt to determine how the superseded data were derived.
 JB0991
 JB0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8626901407(NAD 83)
 JB0991_MARKER: DS = TRIANGULATION STATION DISK
 JB0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0991_STAMPING: DUDLEY 1960
 JB0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0991+STABILITY: SURFACE MOTION
 JB0991
 JB0991  HISTORY     - Date     Condition        Report By
 JB0991  HISTORY     - 1960     MONUMENTED       CGS
 JB0991  HISTORY     - 1960     GOOD             CGS
 JB0991
 JB0991                          STATION DESCRIPTION
 JB0991
 JB0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0991'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF GREENVILLE, ABOUT
 JB0991'4.5 MILES EAST-NORTHEAST
 JB0991'OF POCAHONTAS AND ABOUT 1.0 MILE SOUTH OF U S HIGHWAY 40.
 JB0991'
 JB0991'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 40 AND STATE
 JB0991'HIGHWAY 127, ABOUT 2 MILES
 JB0991'SOUTHEAST OF GREENVILLE.  GO SOUTHWESTERLY ON U S
 JB0991'HIGHWAY 40 FOR 3.0 MILES TO A
 JB0991'BRIDGE OVER RAILROAD TRACKS, CONTINUE
 JB0991'AHEAD FOR 0.5 MILE TO SIDE ROAD LEFT, TURN LEFT
 JB0991'AND GO SOUTHERLY ON
 JB0991'SURFACED ROAD FOR 0.8 MILE, MAKE A JOG TO THE RIGHT, THEN LEFT AND
 JB0991'CONTINUE SOUTH
 JB0991'FOR 0.5 MILE TO CROSSROADS, TURN RIGHT AND GO WEST FOR
 JB0991'0.25 MILE TO THE AZIMUTH MARK ON
 JB0991'THE LEFT, CONTINUE AHEAD FOR 0.2
 JB0991'MILE TO TOP OF HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 JB0991'
 JB0991'THE STATION IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0991'CONCRETE POST WHICH
 JB0991'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DUDLEY 1960.
 JB0991'THE MARK IS 40 FEET WEST
 JB0991'OF FENCE CORNER, 18 FEET NORTH OF THE
 JB0991'APPROXIMATE CENTER OF ROAD AND 3.2 FEET
 JB0991'EAST OF WITNESS POST.
 JB0991'
 JB0991'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN TOP OF A 10 INCH
 JB0991'CONCRETE POST WHICH
 JB0991'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED DUDLEY NO 1
 JB0991'1960.  THE MARK IS 76.6
 JB0991'FEET SOUTHEAST OF WITNESS POST AND 20 FEET
 JB0991'SOUTH OF THE APPROXIMATE CENTER OF ROAD.
 JB0991'
 JB0991'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN TOP OF A 10 INCH
 JB0991'CONCRETE POST WHICH
 JB0991'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DUDLEY NO 2
 JB0991'1960.  THE MARK IS 85.5
 JB0991'FEET SOUTHWEST OF WITNESS POST AND 17 FEET
 JB0991'SOUTH OF THE APPROXIMATE CENTER OF ROAD.
 JB0991'
 JB0991'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0991'CONCRETE POST WHICH
 JB0991'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED DUDLEY 1960.
 JB0991'THE MARK IS 14 FEET
 JB0991'SOUTH OF THE APPROXIMATE CENTER OF ROAD, 10 FEET
 JB0991'WEST OF LONE TREE AND 1.9 FEET
 JB0991'NORTHWEST OF WITNESS POST.
 JB0991'
 JB0991'HEIGHT OF LIGHT ABOVE STATION MARK 26.08 METERS.
 JB0991
 JB0991                          STATION RECOVERY (1960)
 JB0991
 JB0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0991'5.8 MI SW FROM GREENVILLE.
 JB0991'ABOUT 2.95 MILES SOUTHWEST ALONG ALTERNATE U.S. HIGHWAY 40 FROM
 JB0991'ITS JUNCTION WITH STATE HIGHWAY 127 IN GREENVILLE, THENCE 1.25
 JB0991'MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE 0.45 MILES SOUTH
 JB0991'ALONG A GRAVEL ROAD, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD,
 JB0991'THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.4 MILE EAST
 JB0991'ALONG A DIRT ROAD, AT THE HIGHEST PART OF THE HILL AND A FENCE
 JB0991'CORNER NORTH OF THE ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE
 JB0991'ROAD, 1 FOOT SOUTH OF A FENCE, 39 FEET WEST OF A FENCE CORNER,
 JB0991'3.3 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0991'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0991'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0992 ***********************************************************************
 JB0992  DESIGNATION -  DUDLEY RM 1
 JB0992  PID         -  JB0992
 JB0992  STATE/COUNTY-  IL/BOND
 JB0992  USGS QUAD   -  BEAVER CREEK (1974)
 JB0992
 JB0992                         *CURRENT SURVEY CONTROL
 JB0992  ___________________________________________________________________
 JB0992* NAD 83(1986)-  38 50 07.     (N)    089 27 44.     (W)     SCALED    
 JB0992* NAVD 88     -       185.595  (meters)     608.91   (feet)  ADJUSTED  
 JB0992  ___________________________________________________________________
 JB0992  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0992  DYNAMIC HT  -         185.481 (meters)     608.53  (feet)  COMP
 JB0992  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 JB0992
 JB0992  VERT ORDER  -  SECOND    CLASS 0
 JB0992
 JB0992.The horizontal coordinates were scaled from a topographic map and have
 JB0992.an estimated accuracy of +/- 6 seconds.
 JB0992
 JB0992.The orthometric height was determined by differential leveling
 JB0992.and adjusted by the National Geodetic Survey in June 1991..
 JB0992
 JB0992.The geoid height was determined by GEOID03.
 JB0992
 JB0992.The dynamic height is computed by dividing the NAVD 88
 JB0992.geopotential number by the normal gravity value computed on the
 JB0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0992.degrees latitude (g = 980.6199 gals.).
 JB0992
 JB0992.The modeled gravity was interpolated from observed gravity values.
 JB0992
 JB0992;                    North         East    Units  Estimated Accuracy
 JB0992;SPC IL W     -   240,920.      761,160.      MT  (+/- 180 meters Scaled)
 JB0992
 JB0992                          SUPERSEDED SURVEY CONTROL
 JB0992
 JB0992  NGVD 29 (??/??/92)  185.718  (m)          609.31   (f) ADJ UNCH    2 0
 JB0992
 JB0992.Superseded values are not recommended for survey control.
 JB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0992.See file dsdata.txt to determine how the superseded data were derived.
 JB0992
 JB0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ862013(NAD 83)
 JB0992_MARKER: DR = REFERENCE MARK DISK
 JB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0992_STAMPING: DUDLEY NO 1 1960
 JB0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0992+STABILITY: SURFACE MOTION
 JB0992
 JB0992  HISTORY     - Date     Condition        Report By
 JB0992  HISTORY     - 1960     MONUMENTED       CGS
 JB0992
 JB0992                          STATION DESCRIPTION
 JB0992
 JB0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0992'5.8 MI SW FROM GREENVILLE.
 JB0992'ABOUT 2.95 MILES SOUTHWEST ALONG ALTERNATE U.S. HIGHWAY 40 FROM
 JB0992'ITS JUNCTION WITH STATE HIGHWAY 127 IN GREENVILLE, THENCE 1.25
 JB0992'MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE 0.45 MILES SOUTH
 JB0992'ALONG A GRAVEL ROAD, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD,
 JB0992'THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.4 MILE EAST
 JB0992'ALONG A DIRT ROAD, AT THE HIGHEST PART OF THE HILL AND A FENCE
 JB0992'CORNER NORTH OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE
 JB0992'ROAD, 46 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM THE FENCE
 JB0992'CORNER, 74.8 FEET SOUTHEAST OF TRIANGULATION STATION DUDLEY,
 JB0992'77.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 JB0992'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0992'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0990 ***********************************************************************
 JB0990  DESIGNATION -  DUDLEY RM 2
 JB0990  PID         -  JB0990
 JB0990  STATE/COUNTY-  IL/BOND
 JB0990  USGS QUAD   -  BEAVER CREEK (1974)
 JB0990
 JB0990                         *CURRENT SURVEY CONTROL
 JB0990  ___________________________________________________________________
 JB0990* NAD 83(1986)-  38 50 07.     (N)    089 27 44.     (W)     SCALED    
 JB0990* NAVD 88     -       185.511  (meters)     608.63   (feet)  ADJUSTED  
 JB0990  ___________________________________________________________________
 JB0990  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0990  DYNAMIC HT  -         185.397 (meters)     608.26  (feet)  COMP
 JB0990  MODELED GRAV-     980,007.9   (mgal)                       NAVD 88
 JB0990
 JB0990  VERT ORDER  -  SECOND    CLASS 0
 JB0990
 JB0990.The horizontal coordinates were scaled from a topographic map and have
 JB0990.an estimated accuracy of +/- 6 seconds.
 JB0990
 JB0990.The orthometric height was determined by differential leveling
 JB0990.and adjusted by the National Geodetic Survey in June 1991..
 JB0990
 JB0990.The geoid height was determined by GEOID03.
 JB0990
 JB0990.The dynamic height is computed by dividing the NAVD 88
 JB0990.geopotential number by the normal gravity value computed on the
 JB0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0990.degrees latitude (g = 980.6199 gals.).
 JB0990
 JB0990.The modeled gravity was interpolated from observed gravity values.
 JB0990
 JB0990;                    North         East    Units  Estimated Accuracy
 JB0990;SPC IL W     -   240,920.      761,160.      MT  (+/- 180 meters Scaled)
 JB0990
 JB0990                          SUPERSEDED SURVEY CONTROL
 JB0990
 JB0990  NGVD 29 (??/??/92)  185.633  (m)          609.03   (f) ADJ UNCH    2 0
 JB0990
 JB0990.Superseded values are not recommended for survey control.
 JB0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0990.See file dsdata.txt to determine how the superseded data were derived.
 JB0990
 JB0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ862013(NAD 83)
 JB0990_MARKER: DR = REFERENCE MARK DISK
 JB0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0990_STAMPING: DUDLEY NO 2 1960
 JB0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0990+STABILITY: SURFACE MOTION
 JB0990
 JB0990  HISTORY     - Date     Condition        Report By
 JB0990  HISTORY     - 1960     MONUMENTED       CGS
 JB0990
 JB0990                          STATION DESCRIPTION
 JB0990
 JB0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0990'5.8 MI SW FROM GREENVILLE.
 JB0990'ABOUT 2.95 MILES SOUTHWEST ALONG ALTERNATE U.S. HIGHWAY 40 FROM
 JB0990'ITS JUNCTION WITH STATE HIGHWAY 127 IN GREENVILLE, THENCE 1.25
 JB0990'MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE 0.45 MILE SOUTH
 JB0990'ALONG A GRAVEL ROAD, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD,
 JB0990'THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, THENCE, 0.4 MILE
 JB0990'EAST ALONG A DIRT ROAD, AT THE HIGHEST PART OF THE HILL AND A
 JB0990'FENCE CORNER NORTH OF THE ROAD, 18 FEET SOUTH OF THE CENTER
 JB0990'LINE OF THE ROAD, 125 FEET WEST-SOUTHWEST AND ACROSS THE ROAD
 JB0990'FROM THE FENCE CORNER, 89.4 FEET SOUTHWEST OF TRIANGULATION
 JB0990'STATION DUDLEY, 86.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 JB0990'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 JB0990'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0725 ***********************************************************************
 LD0725  DESIGNATION -  DUKE
 LD0725  PID         -  LD0725
 LD0725  STATE/COUNTY-  IL/WARREN
 LD0725  USGS QUAD   -  GALESBURG WEST (1996)
 LD0725
 LD0725                         *CURRENT SURVEY CONTROL
 LD0725  ___________________________________________________________________
 LD0725* NAD 83(1997)-  40 53 33.16940(N)    090 26 30.52731(W)     ADJUSTED  
 LD0725* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 LD0725  ___________________________________________________________________
 LD0725  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 LD0725  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0725
 LD0725  HORZ ORDER  -  FIRST
 LD0725
 LD0725.The horizontal coordinates were established by classical geodetic methods
 LD0725.and adjusted by the National Geodetic Survey in October 1999..
 LD0725
 LD0725.The orthometric height was scaled from a topographic map.
 LD0725
 LD0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0725
 LD0725.The geoid height was determined by GEOID03.
 LD0725
 LD0725;                    North         East     Units Scale Factor Converg.
 LD0725;SPC IL W     -   469,129.716   676,814.297   MT  0.99994779   -0 10 48.4
 LD0725;SPC IL W     - 1,539,136.41  2,220,514.91   sFT  0.99994779   -0 10 48.4
 LD0725;UTM  15      - 4,529,979.530   715,506.827   MT  1.00017166   +1 40 31.2
 LD0725
 LD0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0725!SPC IL W     -   0.99996786  x   0.99994779  =   0.99991565
 LD0725!UTM  15      -   0.99996786  x   1.00017166  =   1.00013951
 LD0725
 LD0725|---------------------------------------------------------------------|
 LD0725| PID    Reference Object                     Distance      Geod. Az  |
 LD0725|                                                           dddmmss.s |
 LD0725| CL8404 DUKE RM 1                            40.065 METERS 03116     |
 LD0725| CL8405 DUKE RM 2                            29.764 METERS 13737     |
 LD0725| LD0720 ABINGDON MUNICIPAL TANK             APPROX.10.5 KM 1581735.0 |
 LD0725| CL8403 DUKE AZ MK                                         1823446.5 |
 LD0725| LD0763 ROSEVILLE MUNICIPAL TANK            APPROX.25.9 KM 2264958.6 |
 LD0725| LD0756 ORMONDE STANOLIND PLINE CO TK       APPROX.15.3 KM 2533844.6 |
 LD0725|---------------------------------------------------------------------|
 LD0725
 LD0725                          SUPERSEDED SURVEY CONTROL
 LD0725
 LD0725  NAD 83(1997)-  40 53 33.16953(N)    090 26 30.52774(W) AD(       ) 1
 LD0725  NAD 83(1986)-  40 53 33.17490(N)    090 26 30.53371(W) AD(       ) 1
 LD0725  NAD 27      -  40 53 33.03400(N)    090 26 30.06100(W) AD(       ) 1
 LD0725
 LD0725.Superseded values are not recommended for survey control.
 LD0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0725.See file dsdata.txt to determine how the superseded data were derived.
 LD0725
 LD0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF1550729980(NAD 83)
 LD0725_MARKER: DS = TRIANGULATION STATION DISK
 LD0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0725
 LD0725  HISTORY     - Date     Condition        Report By
 LD0725  HISTORY     - 1939     MONUMENTED       CGS
 LD0725  HISTORY     - 1964     GOOD             ILDT
 LD0725  HISTORY     - 1973     GOOD             USGS
 LD0725  HISTORY     - 1977     GOOD             NGS
 LD0725  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0725
 LD0725                          STATION DESCRIPTION
 LD0725
 LD0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LD0725'THE STATION IS LOCATED 4.0 MILES WEST AND 3.5 MILES SOUTH
 LD0725'OF GALESBURG.  IN THE NORTHEAST CORNER OF THE SOUTHEAST
 LD0725'QUARTER OF SEC. 36, T. 10 N., R. 1 W.  42 FEET WEST OF THE CENTER
 LD0725'LINE OF A NORTH-AND-SOUTH ROAD (WARREN-KNOX COUNTY LINE).
 LD0725'35.5 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE GATE
 LD0725'LEADING INTO THE PASTURE.  AND 14.5 FEET WEST OF THE WHITE POST
 LD0725'MARKING THE STATION.  THE MARK IS 12 INCHES
 LD0725'BELOW THE SURFACE OF THE GROUND AND IS STAMPED DUKE 1939.
 LD0725'
 LD0725'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 34 AND
 LD0725'ILLINOIS STATE ROUTE NO. 41 AT THE WEST SIDE OF GALESBURG,
 LD0725'GO SOUTH AND WEST ON ROUTE NO. 41 FOR 1.45 MILE TO WHERE THE
 LD0725'HIGHWAY TURNS SOUTH AND A GRAVEL ROAD CONTINUES TO THE WEST.
 LD0725'CONTINUE WEST ON THE GRAVEL ROAD FOR 1.2 MILES TO A FORK.  TAKE
 LD0725'THE RIGHT FORK AND GO 1.1 MILES TO A CROSSROADS.  TURN LEFT
 LD0725'(SOUTH) AND GO 1.8 MILES TO A PLANK GATE TO THE RIGHT AND THE
 LD0725'STATION IN THE NORTHEAST CORNER OF THE PASTURE.
 LD0725'
 LD0725'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0725'BRONZE DISKS SET IN CONCRETE.
 LD0725'
 LD0725'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE SOUTH OF THE
 LD0725'STATION IN A EAST-AND-WEST FENCE LINE.  162 FEET WEST OF
 LD0725'THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD.  138 FEET WEST OF
 LD0725'THE GATE.  AND 10 FEET SOUTH OF THE CENTER LINE OF THE
 LD0725'EAST-AND-WEST FARM ROAD.  THE MARK PROJECTS 4 INCHES
 LD0725'ABOVE THE GROUND AND IS STAMPED DUKE 1939.
 LD0725'
 LD0725'REFERENCE MARK NO. 1 IS 40.065 METERS, 131.45 FEET NORTHEAST OF
 LD0725'THE STATION, IN THE EAST RIGHT-OF-WAY FENCE LINE.  24 FEET EAST
 LD0725'OF THE CENTER LINE OF THE ROAD.  AND 41 FEET NORTH OF A GATE.  THE
 LD0725'MARK PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 LD0725'STAMPED DUKE NO 1 1939.
 LD0725'
 LD0725'REFERENCE MARK NO. 2 IS 29.764 METERS, 97.65 FEET, SOUTHEAST
 LD0725'OF THE STATION, IN THE EAST RIGHT-OF-WAY FENCE LINE.  AND 24 FEET
 LD0725'EAST OF THE CENTER LINE OF THE ROAD.  THE MARK
 LD0725'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED DUKE NO 2
 LD0725'1939.
 LD0725'
 LD0725'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS WHICH
 LD0725'PROJECT APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 LD0725'
 LD0725'90-FOOT TOWER NEEDED TO SEE 100-FOOT TOWER AT GEHRING 1935
 LD0725'
 LD0725'90-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT KNOXVILLE ECC.
 LD0725'1935
 LD0725'
 LD0725'77-FOOT TOWER NEEDED TO SEE 100-FOOT TOWER AT JENSEN
 LD0725'
 LD0725'50-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT GENTRY (NO 93 K
 LD0725'U.S.G.S.)
 LD0725'
 LD0725'37-FOOT TOWER NEEDED TO SEE 100-FOOT TOWER AT ORMONDE
 LD0725'
 LD0725'37-FOOT TOWER NEEDED TO SEE 64-FOOT TOWER AT MONMOUTH
 LD0725'
 LD0725'37-FOOT TOWER NEEDED TO SEE 103-FOOT TOWER AT THOMA
 LD0725'
 LD0725'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LD0725
 LD0725                          STATION RECOVERY (1964)
 LD0725
 LD0725'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964 (HWB)
 LD0725'STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 LD0725'AS DESCRIBED, WITH THE FOLLOWING REVISION--34.8 FEET SOUTH-SOUTHWEST
 LD0725'OF THE SOUTH CORNER OF THE GATE LEADING INTO THE
 LD0725'PASTURE.  AND 16.2 FEET WEST OF THE WHITE POST MARKING THE
 LD0725'STATION.
 LD0725
 LD0725                          STATION RECOVERY (1973)
 LD0725
 LD0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0725'STATION, R.M. 2 AND AZ. MK. FOUND IN GOOD CONDITION.  R.M.
 LD0725'1 S.F.N.F.
 LD0725'
 LD0725'DIRECTIONS AND DISTANCES CHECKED OK
 LD0725'
 LD0725'DESCRIPTION IS ADEQUATE EXCEPT WITNESS POST ERECTED 16.1 FT.
 LD0725'DUE EAST OF STATION
 LD0725
 LD0725                          STATION RECOVERY (1977)
 LD0725
 LD0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 LD0725'STATION AND RM 2 RECOVERED AS DESCRIBED WITH THE 1964 ADDITION.
 LD0725'RM 1 NOT RECOVERED, AZ. MARK NOT SEARCHED FOR.
 LD0725'
 LD0725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES WEST,
 LD0725'3.5 MILES SOUTH OF GALESBURG.
 LD0725
 LD0725                          STATION RECOVERY (2001)
 LD0725
 LD0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0725'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1296 ***********************************************************************
 KB1296  DESIGNATION -  DUMOND
 KB1296  PID         -  KB1296
 KB1296  STATE/COUNTY-  IL/MOULTRIE
 KB1296  USGS QUAD   -  CADWELL (1983)
 KB1296
 KB1296                         *CURRENT SURVEY CONTROL
 KB1296  ___________________________________________________________________
 KB1296* NAD 83(1997)-  39 42 11.46587(N)    088 34 09.00175(W)     ADJUSTED  
 KB1296* NAVD 88     -       211.2    (meters)     693.     (feet)  VERTCON   
 KB1296  ___________________________________________________________________
 KB1296  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 KB1296  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1296
 KB1296  HORZ ORDER  -  FIRST
 KB1296
 KB1296.The horizontal coordinates were established by classical geodetic methods
 KB1296.and adjusted by the National Geodetic Survey in October 1999..
 KB1296
 KB1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1296
 KB1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1296
 KB1296.The geoid height was determined by GEOID03.
 KB1296
 KB1296;                    North         East     Units Scale Factor Converg.
 KB1296;SPC IL E     -   337,071.824   279,774.812   MT  0.99998003   -0 09 02.4
 KB1296;SPC IL E     - 1,105,876.48    917,894.53   sFT  0.99998003   -0 09 02.4
 KB1296;UTM  16      - 4,395,991.430   365,475.099   MT  0.99982280   -1 00 09.2
 KB1296
 KB1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1296!SPC IL E     -   0.99997193  x   0.99998003  =   0.99995196
 KB1296!UTM  16      -   0.99997193  x   0.99982280  =   0.99979473
 KB1296
 KB1296|---------------------------------------------------------------------|
 KB1296| PID    Reference Object                     Distance      Geod. Az  |
 KB1296|                                                           dddmmss.s |
 KB1296| CI6940 DUMOND RM 1                          29.105 METERS 02816     |
 KB1296| CI7348 DUMOND RM 2                          30.376 METERS 09318     |
 KB1296| KB1295 DUMOND AZ MK                        APPROX. 0.9 KM 1674755.5 |
 KB1296|---------------------------------------------------------------------|
 KB1296
 KB1296                          SUPERSEDED SURVEY CONTROL
 KB1296
 KB1296  NAD 83(1986)-  39 42 11.47718(N)    088 34 08.99323(W) AD(       ) 1
 KB1296  NAD 27      -  39 42 11.35345(N)    088 34 08.77403(W) AD(       ) 1
 KB1296  NGVD 29 (07/19/86)  211.3    (m)          693.     (f) VERT ANG       
 KB1296
 KB1296.Superseded values are not recommended for survey control.
 KB1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1296.See file dsdata.txt to determine how the superseded data were derived.
 KB1296
 KB1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6547595991(NAD 83)
 KB1296_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1296_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1296
 KB1296  HISTORY     - Date     Condition        Report By
 KB1296  HISTORY     - 1980     MONUMENTED       NGS
 KB1296  HISTORY     - 20001229 MARK NOT FOUND   ZAMBRA
 KB1296
 KB1296                          STATION DESCRIPTION
 KB1296
 KB1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1296'THE STATION IS LOCATED ABOUT 12.1 KM NORTH-NORTHEAST OF
 KB1296'SULLIVAN, 8.9 KM WEST-SOUTHWEST OF ARTHUR, 5.6 KM EAST-SOUTHEAST
 KB1296'OF LOVINGTON, AND ON PROPERTY OF LAURRAINE AND MAURAINE ELLIS,
 KB1296'ROUTE 2, BOX 45, LOVINGTON, IL 61937.  PERMISSION FOR THE
 KB1296'STATION WAS OBTAINED FROM THE ELLIS SISTERS AND
 KB1296'MR. GALE PEARCE, ADMINISTRATOR FOR THE ESTATE.  MR. PEARCES
 KB1296'OFFICE IS IN THE ARTHUR STATE BANK, ARTHUR, IL.  HIS
 KB1296'TELEPHONE NUMBER 217-543-2111.
 KB1296'IT IS IN THE SE1/4,NE1/4,S31,R6E OF LOWE TOWNSHIP.
 KB1296'
 KB1296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32
 KB1296'AND 133 ON THE SOUTHSIDE OF LOVINGTON, GO EAST ON STATE
 KB1296'HIGHWAY 133 FOR 5.71 KM (3.55 MI) TO A CROSSROAD.  TURN
 KB1296'RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.7 KM (0.45 MI)
 KB1296'TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 KB1296'DRIVEWAY FOR 0.2 KM (0.1 MI) TO THE STATION.
 KB1296'
 KB1296'THE STATION IS A STANDARD NGS DISK
 KB1296'STAMPED---DUMOND 1980---,
 KB1296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1296'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 KB1296'16.5 METERS WEST-SOUTHWEST FROM THE CREST OF A CIRCULAR DRIVE,
 KB1296'7.0 METERS SOUTH-SOUTHEAST FROM THE SOUTHEAST SIDE OF A ROUND
 KB1296'GRAIN BIN AND
 KB1296'4.40 METERS NORTH FROM THE NORTHEAST CORNER OF A CONCRETE PAD.
 KB1296'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1296'STAMPED---DUMOND 1980---,
 KB1296'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 KB1296'
 KB1296'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1296'STAMPED---DUMOND NO 1 1980---,
 KB1296'SET INTO A DRILL HOLE IN A CONCRETE BASE OF A ROUND GRAIN BIN.
 KB1296'IT IS LOCATED
 KB1296'8.5 METERS NORTHWEST FROM THE CIRCULAR DRIVE AND
 KB1296'4.52 METERS WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A WHITE
 KB1296'BLOCK BUILDING.
 KB1296'MARK IS LEVEL WITH STATION.
 KB1296'
 KB1296'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1296'STAMPED---DUMOND NO 2 1980---,
 KB1296'SET INTO A DRILL HOLE IN A CONCRETE WALKWAY.
 KB1296'IT IS LOCATED
 KB1296'6.5 METERS SOUTHEAST FROM THE CIRCULAR DRIVE AND
 KB1296'2.2 METERS SOUTHWEST FROM A WATER WELL PUMP.
 KB1296'MARK IS LEVEL WITH STATION.
 KB1296'
 KB1296'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1296'STAMPED---DUMOND 1980---,
 KB1296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1296'FLUSH WITH GROUND.  IT IS LOCATED
 KB1296'11.8 METERS WEST FROM THE CENTER OF A PAVED ROAD,
 KB1296'5.5 METERS SOUTH FROM THE CENTER OF A PAVED ROAD,
 KB1296'1.0 METER EAST FROM POWER POLE NUMBER A2C 18, AND
 KB1296'0.8 METER EAST FROM A METAL WITNESS POST.
 KB1296'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON THE
 KB1296'DRIVEWAY FOR 0.2 KM (0.1 MI) TO A PAVED ROAD.  TURN RIGHT
 KB1296'AND GO SOUTH ON THE PAVED ROAD FOR 1.3 KM (0.6 MI) TO A
 KB1296'CROSSROAD AND THE MARK ON THE RIGHT IN THE SOUTHWEST
 KB1296'ANGLE OF THE INTERSECTION.
 KB1296'
 KB1296'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 KB1296
 KB1296                          STATION RECOVERY (2000)
 KB1296
 KB1296'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1296'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1296'SEARCHED FOR NOT FOUND.  RM 2 RECOVERED.
 KB1296' 
 KB1296' 
 KB1296'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1295 ***********************************************************************
 KB1295  DESIGNATION -  DUMOND AZ MK
 KB1295  PID         -  KB1295
 KB1295  STATE/COUNTY-  IL/MOULTRIE
 KB1295  USGS QUAD   -  CADWELL (1983)
 KB1295
 KB1295                         *CURRENT SURVEY CONTROL
 KB1295  ___________________________________________________________________
 KB1295* NAD 83(1997)-  39 41 43.37881(N)    088 34 01.14014(W)     ADJUSTED  
 KB1295* NAVD 88     -       205.8    (meters)     675.     (feet)  VERTCON   
 KB1295  ___________________________________________________________________
 KB1295  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 KB1295  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1295
 KB1295  HORZ ORDER  -  SECOND
 KB1295
 KB1295.The horizontal coordinates were established by classical geodetic methods
 KB1295.and adjusted by the National Geodetic Survey in October 1999..
 KB1295
 KB1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1295
 KB1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1295
 KB1295.The geoid height was determined by GEOID03.
 KB1295
 KB1295;                    North         East     Units Scale Factor Converg.
 KB1295;SPC IL E     -   336,205.111   279,959.837   MT  0.99997994   -0 08 57.2
 KB1295;SPC IL E     - 1,103,032.94    918,501.57   sFT  0.99997994   -0 08 57.2
 KB1295;UTM  16      - 4,395,122.199   365,647.192   MT  0.99982223   -1 00 03.6
 KB1295
 KB1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1295!SPC IL E     -   0.99997278  x   0.99997994  =   0.99995272
 KB1295!UTM  16      -   0.99997278  x   0.99982223  =   0.99979501
 KB1295
 KB1295                          SUPERSEDED SURVEY CONTROL
 KB1295
 KB1295  NAD 83(1986)-  39 41 43.39012(N)    088 34 01.13164(W) AD(       ) 2
 KB1295  NAD 27      -  39 41 43.26602(N)    088 34 00.91246(W) AD(       ) 2
 KB1295  NGVD 29 (07/19/86)  205.9    (m)          676.     (f) VERT ANG       
 KB1295
 KB1295.Superseded values are not recommended for survey control.
 KB1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1295.See file dsdata.txt to determine how the superseded data were derived.
 KB1295
 KB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6564795122(NAD 83)
 KB1295_MARKER: DZ = AZIMUTH MARK DISK
 KB1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1295+STABILITY: SURFACE MOTION
 KB1295
 KB1295  HISTORY     - Date     Condition        Report By
 KB1295  HISTORY     - 1980     MONUMENTED       NGS
 KB1295
 KB1295                          STATION DESCRIPTION
 KB1295
 KB1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1295'THE STATION IS LOCATED ABOUT 8.8 KM (5-1/2 MI) WEST-SOUTHWEST
 KB1295'OF ARTHUR, 6.0 KM (3-3/4 MI) SOUTHEAST OF LOVINGTON, 4.8 KM
 KB1295'(3 MI) NORTHWEST OF CADWELL, IN THE NE1/4,S6,T14N,R6E OF
 KB1295'JONATHAN CREEK TOWNSHIP, AND ON ROAD RIGHT-OF-WAY.
 KB1295'
 KB1295'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KB1295'32 AND 133 AT THE SOUTH EDGE OF LOVINGTON, GO EAST ON
 KB1295'STATE HIGHWAY 133 FOR 5.7 KM (3.55 MI) TO A CROSSROAD.
 KB1295'TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.7 KM (0.45 MI)
 KB1295'TO A DRIVEWAY ON THE RIGHT.  CONTINUE SOUTH ON THE PAVED
 KB1295'ROAD FOR 1.0 KM (0.6 MI) TO A CROSSROAD AND THE STATION,
 KB1295'IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 KB1295'
 KB1295'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 KB1295'STAMPED---DUMOND 1980---,
 KB1295'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1295'FLUSH WITH GROUND.  IT IS LOCATED
 KB1295'11.8 METERS (38.7 FT) WEST FROM THE CENTER OF A PAVED ROAD,
 KB1295'5.5 METERS (18.0 FT) SOUTH FROM A PAVED ROAD,
 KB1295'1.0 METER (3.3 FT) EAST FROM POWER POLE NUMBER A2C 18, AND
 KB1295'0.8 METER (2.6 FT) EAST FROM A METAL WITNESS POST.
 KB1295'
 KB1295'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1709 ***********************************************************************
 MF1709  DESIGNATION -  DUNCAN
 MF1709  PID         -  MF1709
 MF1709  STATE/COUNTY-  IL/BUREAU
 MF1709  USGS QUAD   -  NEPONSET (1994)
 MF1709
 MF1709                         *CURRENT SURVEY CONTROL
 MF1709  ___________________________________________________________________
 MF1709* NAD 83(1997)-  41 19 25.22938(N)    089 48 32.48692(W)     ADJUSTED  
 MF1709* NAVD 88     -       276.0    (meters)     906.     (feet)  GPS OBS   
 MF1709  ___________________________________________________________________
 MF1709  X           -      15,989.507 (meters)                     COMP
 MF1709  Y           -  -4,797,087.393 (meters)                     COMP
 MF1709  Z           -   4,189,645.948 (meters)                     COMP
 MF1709  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 MF1709  ELLIP HEIGHT-         242.97  (meters)          (12/06/04) GPS OBS
 MF1709  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1709
 MF1709  HORZ ORDER  -  FIRST
 MF1709  ELLP ORDER  -  FOURTH    CLASS I
 MF1709
 MF1709.The horizontal coordinates were established by GPS observations
 MF1709.and adjusted by the National Geodetic Survey in September 1998..
 MF1709
 MF1709.The orthometric height was determined by GPS observations and a
 MF1709.high-resolution geoid model.
 MF1709
 MF1709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1709
 MF1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1709
 MF1709.The ellipsoidal height was determined by GPS observations
 MF1709.and is referenced to NAD 83.
 MF1709
 MF1709.The geoid height was determined by GEOID03.
 MF1709
 MF1709;                    North         East     Units Scale Factor Converg.
 MF1709;SPC IL W     -   517,031.484   729,940.901   MT  0.99995220   +0 14 10.2
 MF1709;SPC IL W     - 1,696,294.13  2,394,814.44   sFT  0.99995220   +0 14 10.2
 MF1709;UTM  16      - 4,578,496.058   264,904.026   MT  1.00028025   -1 51 20.4
 MF1709
 MF1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1709!SPC IL W     -   0.99996189  x   0.99995220  =   0.99991409
 MF1709!UTM  16      -   0.99996189  x   1.00028025  =   1.00024213
 MF1709
 MF1709|---------------------------------------------------------------------|
 MF1709| PID    Reference Object                     Distance      Geod. Az  |
 MF1709|                                                           dddmmss.s |
 MF1709| CI7349 DUNCAN RM 1                          82.656 METERS 02224     |
 MF1709| MF1682 MANLIUS MUNICIPAL TANK              APPROX.18.7 KM 0382114.7 |
 MF1709| MF1678 SHEFFIELD ST PATRICKS CH SPIRE      APPROX. 6.9 KM 0570350.2 |
 MF1709| MF1677 SHEFFIELD MUNICIPAL TANK            APPROX. 7.0 KM 0582052.2 |
 MF1709| MF1672 WYANET MUNICIPAL TANK               APPROX.19.4 KM 0755651.2 |
 MF1709| MF1665 PRINCETON MUNICIPAL TANK            APPROX.29.4 KM 0783441.1 |
 MF1709| MF1664 PRINCETON FIRST PRESB CH SPIRE      APPROX.29.6 KM 0802220.7 |
 MF1709| MF1676 BUDA MUNICIPAL STANDPIPE            APPROX.11.0 KM 0893700.6 |
 MF1709| CI7351 DUNCAN RM 3                          41.864 METERS 13626     |
 MF1709| MF1688 BRADFORD MUNICIPAL STANDPIPE        APPROX.20.4 KM 1420744.0 |
 MF1709| MF1689 BRADFORD ST JOHNS CHURCH TOWER      APPROX.20.7 KM 1425135.8 |
 MF1709| MF1696 KEWANEE CENTRAL SCHOOL CUPOLA       APPROX.13.2 KM 2262335.4 |
 MF1709| MF1701 KEWANEE PUBLIC SERVICE CO TANK      APPROX.12.8 KM 2290207.6 |
 MF1709| MF1698 KEWANEE WATER WORKS STACK           APPROX.13.0 KM 2290438.3 |
 MF1709| MF1697 KEWANEE WATER WORKS TANK            APPROX.13.0 KM 2290909.4 |
 MF1709| MF1700 KEWANEE ST PETERS EVAN CH CUP       APPROX.13.8 KM 2291432.0 |
 MF1709| MF1704 KEWANEE BOSS MFG CO TANK            APPROX.13.9 KM 2301046.2 |
 MF1709| MF1703 KEWANEE BOILER WORKS TANK           APPROX.13.9 KM 2303744.3 |
 MF1709| CI7350 DUNCAN RM 2                                        2872620.0 |
 MF1709| MG0681 ATKINSON MUNICIPAL TANK             APPROX.20.2 KM 3023618.8 |
 MF1709|---------------------------------------------------------------------|
 MF1709
 MF1709                          SUPERSEDED SURVEY CONTROL
 MF1709
 MF1709  ELLIP H (09/15/98)  242.99   (m)                       GP(       ) 3 1
 MF1709  NAD 83(1986)-  41 19 25.23513(N)    089 48 32.49736(W) AD(       ) 1
 MF1709  NAD 27      -  41 19 25.10100(N)    089 48 32.12700(W) AD(       ) 1
 MF1709
 MF1709.Superseded values are not recommended for survey control.
 MF1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1709.See file dsdata.txt to determine how the superseded data were derived.
 MF1709
 MF1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6490478496(NAD 83)
 MF1709_MARKER: DS = TRIANGULATION STATION DISK
 MF1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1709_PROJECTION: FLUSH
 MF1709_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1709+STABILITY: SURFACE MOTION
 MF1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1709+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 MF1709
 MF1709  HISTORY     - Date     Condition        Report By
 MF1709  HISTORY     - 1930     MONUMENTED       CGS
 MF1709  HISTORY     - 1935     GOOD             CGS
 MF1709  HISTORY     - 1971     SEE DESCRIPTION  USGS
 MF1709  HISTORY     - 1972     GOOD             NGS
 MF1709  HISTORY     - 19960412 GOOD             USPSQD
 MF1709  HISTORY     - 19960819 GOOD             SECI
 MF1709  HISTORY     - 20010509 GOOD             USPSQD
 MF1709  HISTORY     - 20060203 GOOD             USPSQD
 MF1709
 MF1709                          STATION DESCRIPTION
 MF1709
 MF1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF1709'STATION IS ABOUT 2 MILES N AND 1 MILE W OF NEPONSET, A VILLAGE
 MF1709'ON U.S. HIGHWAY 34, ON THE E SIDE OF THE SW 1/4 OF SEC. 33,
 MF1709'T 16 N, R 6 E, ON LAND OWNED BY JOHN DUNCAN, WHO LIVES 0.4
 MF1709'MILE S.  THE STATION IS ON A HIGH HILL, ON THE W SIDE OF A
 MF1709'COUNTY ROAD, 150 FEET S OF AN E AND W FORK, 13.1 METERS
 MF1709'W OF THE CENTER LINE OF THE ROAD, AND 3.95 METERS W OF A
 MF1709'FENCE.  THE MARK IS DEPRESSED 8 INCHES.
 MF1709'
 MF1709'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1709'DISKS SET IN CONCRETE.
 MF1709'
 MF1709'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE THE SURFACE NE OF
 MF1709'THE ROAD FORK, 8.55 METERS N OF THE CENTER LINE OF THE ROAD,
 MF1709'0.90 METER W OF ONE FENCE AND 1.10 METERS N OF ANOTHER.
 MF1709'REFERENCE MARK NO. 2 IS 4 INCHES ABOVE SURFACE, ABOUT 0.2
 MF1709'MILE W OF THE FORK, 200 FEET E OF A HOUSE, AND 7.05 METERS
 MF1709'S OF THE LANE TO THE HOUSE.  IT IS 21.9 METERS S OF THE
 MF1709'CENTER LINE OF THE COUNTY ROAD, AND 0.44 METER S OF A FENCE.
 MF1709'
 MF1709'TO REACH FROM NEPONSET STATION, GO W ON U.S. HIGHWAY 34,
 MF1709'0.4 MILE, THENCE N 0.4 MILE, W 0.6 MILE, N 1.6 MILES ON THE
 MF1709'COUNTY ROAD TO SUMMIT OF HILL AND STATION.
 MF1709'
 MF1709'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF1709
 MF1709                          STATION RECOVERY (1935)
 MF1709
 MF1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1709'STATION IS ABOUT 8-1/2 MILES NE OF KEWANEE, ABOUT 5 MILES
 MF1709'SW OF SHEFFIELD, ABOUT 2-1/2 MILES NNW OF NEPONSET, ON THE
 MF1709'E SIDE OF SW 1/4 SEC. 33, T 16 N, R 6 E, ON FARM OWNED AND
 MF1709'OCCUPIED BY JOHN DUNCAN, ON CREST OF PROMINENT EW RIDGE, ON
 MF1709'E SIDE OF A CULTIVATED FIELD, ABOUT 0.4 MILE NNE OF MR. DUNCANS
 MF1709'HOUSE, ABOUT 220 FEET S OF CENTER LINE OF AN EW DIRT ROAD,
 MF1709'43 FEET W OF CENTER LINE OF NS DIRT ROAD, 13 FEET W OF THE
 MF1709'RIGHT-OF-WAY FENCE.  THE MARK WAS FOUND IN GOOD CONDITION.
 MF1709'IT IS ABOUT 12 INCHES UNDERGROUND.
 MF1709'
 MF1709'REFERENCE MARK NO. 1 IS NNE OF STATION, ON FARM OWNED BY
 MF1709'A.C. TAYLOR AND SONS OF KEWANEE, ON S SIDE OF PASTURE, 30
 MF1709'FEET N OF CENTER LINE OF THE EW DIRT ROAD, 3 FEET N OF THE
 MF1709'PASTURE (RIGHT-OF-WAY) FENCE, ABOUT 75 FEET E OF PROJECTION
 MF1709'OF CENTER LINE OF THE NS DIRT ROAD, 52 E OF THE E GATEPOST,
 MF1709'65 FEET SW OF A 10-INCH ELM TREE THAT STANDS IN PASTURE.
 MF1709'THE MARK PROJECTS 6 INCHES.  REFERENCE MARK NO. 2, AZIMUTH
 MF1709'MARK, IS WNW OF STATION, 22 FEET S OF CENTER LINE OF THE
 MF1709'EW DIRT ROAD, ABOUT 225 FEET E OF A WHITE FARMHOUSE, 130
 MF1709'FEET E OF CENTER LINE OF THE INTERSECTING NS DIRT ROAD, 65
 MF1709'FEET E OF A TRANSMISSION POLE, 1 FOOT S OF THE PASTURE
 MF1709'(RIGHT-OF-WAY) FENCE.  THE MARK PROJECTS 4 INCHES.
 MF1709'REFERENCE MARK NO. 3 IS SE OF STATION, 254 FEET S OF THE NW
 MF1709'CORNER POST, 20 FEET E OF CENTER LINE OF THE DIRT ROAD,
 MF1709'ON THE RIGHT-OF-WAY FENCE LINE, 319.49 FEET S OF
 MF1709'REFERENCE MARK NO. 1 (1930).  THE MARK PROJECTS 6
 MF1709'INCHES.
 MF1709'
 MF1709'TO REACH FROM THE RAILROAD STATION IN NEPONSET, GO W ON U.S.
 MF1709'HIGHWAY 34, ABOUT 0.3 MILE TO A GRAVEL ROAD LEADING N, THENCE
 MF1709'N 0.35 MILE TO AN EW DIRT ROAD, THENCE W 0.5 MILE TO A T-ROAD
 MF1709'LEADING N, THENCE N 1.6 MILES TO CREST OF THE EW RIDGE AND
 MF1709'STATION ON W SIDE OF ROAD.
 MF1709'
 MF1709'AN 87-FOOT SIGNAL AT RUSSEL COMES INTO VIEW AT 20 FEET.
 MF1709'
 MF1709'A 60-FOOT SIGNAL AT GOLD IS VISIBLE FROM THE GROUND.
 MF1709'
 MF1709'A 100-FOOT SIGNAL AT VAUGHN IS VISIBLE FROM THE GROUND.
 MF1709'
 MF1709'A 100-FOOT SIGNAL AT PROVIDENCE COMES INTO VIEW AT 10 FEET.
 MF1709'
 MF1709'A 100-FOOT SIGNAL AT ELMIRA COMES INTO VIEW AT 10 FEET.
 MF1709'
 MF1709'A 100-FOOT SIGNAL AT KEWANEE IS VISIBLE FROM THE GROUND.
 MF1709
 MF1709                          STATION RECOVERY (1971)
 MF1709
 MF1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHR)
 MF1709'R.M. 1 ONLY FOUND.  SITE FALLS IN CUT MADE TO PUT CURVE
 MF1709'IN ROAD.
 MF1709
 MF1709                          STATION RECOVERY (1972)
 MF1709
 MF1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MF1709'THE STATION MARK WAS FOUND AFTER A LONG SEARCH.  REFERENCE
 MF1709'MARKS 1, 2 AND 3 WERE ALSO FOUND IN GOOD CONDITION.  THE
 MF1709'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE
 MF1709'DIRECTION TO REFERENCE MARK 3 FAILED TO CHECK AND SINCE
 MF1709'THE DIRECTION CHECKED IT IS THOUGHT TO BE AN ERROR IN THE
 MF1709'1935 MEASUREMENT.  THE STATION WAS OCCUPIED AND A NEW
 MF1709'DESCRIPTION FOLLOWS--
 MF1709'
 MF1709'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHEAST OF KEWANEE,
 MF1709'ON THE EAST SIDE OF THE SW 1/4 OF SEC. 33, T-16-N, R-6-E,
 MF1709'ON ROAD RIGHT-OF-WAY, 113 FEET SOUTH OF THE EXTENDED CENTERLINE
 MF1709'OF CO. RD. F, 36 FEET WEST OF THE CENTERLINE OF CO. RD. AA,
 MF1709'56 FEET NORTH OF A POWER POLE AND CONCRETE RIGHT-OF-WAY
 MF1709'POST, 2 FEET EAST OF A FENCE AND 1 FOOT WEST OF A METAL
 MF1709'WITNESS POST.  THE MONUMENT IS 12 INCHES UNDERGROUND AND
 MF1709'THE DISK IS STAMPED DUNCAN 1930.
 MF1709'
 MF1709'TO REACH THE STATION FROM THE FARMERS GRAIN ELEVATOR AT NEPONSET,
 MF1709'GO SOUTHWEST ON U.S. HIGHWAY 34 FOR 0.5 MILE TO A ROAD RIGHT.
 MF1709'TURN RIGHT AND GO NORTH ON THE ROAD FOR 0.35 MILE TO A PAVED
 MF1709'T-ROAD.  TURN LEFT ON THE PAVED ROAD AND GO WEST FOR 0.5
 MF1709'MILE TO A ROAD STRAIGHT AHEAD AND MAIN ROAD TURNS RIGHT.
 MF1709'KEEP RIGHT ON THE PAVED ROAD AND GO NORTH ON CO. RD. AA
 MF1709'FOR 1.6 MILES TO THE JUNCTION WITH CO. RD. F AND THE STATION
 MF1709'AS DESCRIBED.
 MF1709'
 MF1709'TO REACH THE AZIMUTH MARK FROM THE JUNCTION, GO NORTHWEST
 MF1709'ON ROAD AA FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MF1709'
 MF1709'REFERENCE MARK 1 IS 40 FEET EAST OF A FENCE CORNER, 45 FEET
 MF1709'EAST OF A CONCRETE RIGHT-OF-WAY POST, 59 FEET EAST OF THE
 MF1709'CENTERLINE OF A DRIVEWAY, 1 FOOT SOUTH OF A FENCE AND 47
 MF1709'FEET NORTH OF THE CENTERLINE OF ROAD F.  THE MONUMENT PROJECTS
 MF1709'4 INCHES AND THE DISK IS STAMPED DUNCAN NO 1 1930
 MF1709'
 MF1709'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A METAL WITNESS POST
 MF1709'AND FENCE, 66 FEET WEST OF A POWER POLE, 149 FEET SOUTHWEST
 MF1709'OF THE CENTERLINE OF ROAD AA AND 77 FEET SOUTHEAST OF THE
 MF1709'CENTERLINE OF A PAVED SIDEROAD.  THE MONUMENT PROJECTS 4
 MF1709'INCHES AND THE DISK IS STAMPED DUNCAN NO 2 1930.
 MF1709'
 MF1709'REFERENCE MARK 3 IS 1 FOOT WEST OF FENCE, 15 FEET SOUTH
 MF1709'OF A CONCRETE RIGHT-OF-WAY POST, 27 FEET NORTH OF A CONCRETE
 MF1709'RIGHT-OF-WAY POST AND 36 FEET EAST OF THE CENTERLINE OF ROAD
 MF1709'AA.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED DUNCAN
 MF1709'NO 3 1935.
 MF1709'
 MF1709'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1709'
 MF1709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 MF1709'1-1/2 MILES NORTHWEST OF NEPONSET
 MF1709
 MF1709                          STATION RECOVERY (1996)
 MF1709
 MF1709'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1709'RECOVERED IN GOOD CONDITION.
 MF1709
 MF1709                          STATION RECOVERY (1996)
 MF1709
 MF1709'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1709'RECOVERED AS DESCRIBED.  TO REACH FROM THE JUNCTION OF U.S.ROUTE 34
 MF1709'(BUREAU STREET) AND MARTIN PLACE (IN THE TOWN OF NEPOSSET NEAR BUREAU
 MF1709'COUNTY MILE MARKER 4) , PROCEED WEST ON U.S.  ROUTE 34 FOR
 MF1709'APPROXIMENTLY 0.5 MI (0.8 KM) TO THE JUNCTION OF U.S.  ROUTE 34 AND
 MF1709'SEVENTH STREET, TURN RIGHT (NORTH) ON SEVENTH STREET AND PROCEED FOR
 MF1709'APPROXIMENTLY 0.35 MI (0.56 KM) TO A T INTERSECTION, TURN LEFT (WEST)
 MF1709'ON NORTH STREET AND PROCEED FOR 0.5 MI (0.8 KM) TO A ROAD STRAIGHT
 MF1709'AHEAD (1055 N) AND MAIN ROAD TURNS RIGHT (NORTH) , KEEP RIGHT (NORTH)
 MF1709'AND PROCEED ON COUNTY ROAD AA (250 E) FOR APPROXIMENTLY 1.6 MI (2.6
 MF1709'KM) TO THE JUNCTION OF COUNTY ROAD AA AND COUNTY ROAD F (1225 N) AND
 MF1709'THE STATION ON THE LEFT (WEST) SIDE OF COUNTY ROAD AA.
 MF1709
 MF1709                          STATION RECOVERY (2001)
 MF1709
 MF1709'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1709'R.M. 1  FOUND
 MF1709'R.M. 2  FOUND - R.M. 2 IS ALSO THE AZIMUTH
 MF1709'R.M. 3  FOUND
 MF1709
 MF1709                          STATION RECOVERY (2006)
 MF1709
 MF1709'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF1709'RM 1, RM 2 AND RM 3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1793 ***********************************************************************
 JB1793  DESIGNATION -  DUNCAN
 JB1793  PID         -  JB1793
 JB1793  STATE/COUNTY-  IL/MARION
 JB1793  USGS QUAD   -  SALEM NORTH (1978)
 JB1793
 JB1793                         *CURRENT SURVEY CONTROL
 JB1793  ___________________________________________________________________
 JB1793* NAD 83(1997)-  38 37 42.07051(N)    088 52 38.01556(W)     ADJUSTED  
 JB1793* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 JB1793  ___________________________________________________________________
 JB1793  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JB1793  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JB1793
 JB1793  HORZ ORDER  -  THIRD
 JB1793
 JB1793.The horizontal coordinates were established by classical geodetic methods
 JB1793.and adjusted by the National Geodetic Survey in October 1999..
 JB1793
 JB1793.The orthometric height was scaled from a topographic map.
 JB1793
 JB1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1793
 JB1793.The geoid height was determined by GEOID03.
 JB1793
 JB1793;                    North         East     Units Scale Factor Converg.
 JB1793;SPC IL E     -   217,862.141   252,640.032   MT  1.00000261   -0 20 22.3
 JB1793;SPC IL E     -   714,769.37    828,869.84   sFT  1.00000261   -0 20 22.3
 JB1793;UTM  16      - 4,277,207.254   336,594.216   MT  0.99992882   -1 10 19.7
 JB1793
 JB1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1793!SPC IL E     -   0.99997790  x   1.00000261  =   0.99998051
 JB1793!UTM  16      -   0.99997790  x   0.99992882  =   0.99990672
 JB1793
 JB1793:                Primary Azimuth Mark                     Grid Az
 JB1793:SPC IL E     -  DUNCAN AZ MK                             087 58 03.4
 JB1793:UTM  16      -  DUNCAN AZ MK                             088 48 00.8
 JB1793
 JB1793|---------------------------------------------------------------------|
 JB1793| PID    Reference Object                     Distance      Geod. Az  |
 JB1793|                                                           dddmmss.s |
 JB1793| CI4342 DUNCAN AZ MK                                       0873741.1 |
 JB1793| CI4343 DUNCAN RM 1                          22.027 METERS 13821     |
 JB1793| CI4344 DUNCAN RM 2                          27.251 METERS 23416     |
 JB1793| JB1789 SALEM RADIO STA KBB 690 MAST        APPROX. 8.7 KM 2661616.1 |
 JB1793| JB1790 AIRPORT BCN SALEM LECKRONE APT      APPROX. 8.1 KM 2840123.9 |
 JB1793|---------------------------------------------------------------------|
 JB1793
 JB1793                          SUPERSEDED SURVEY CONTROL
 JB1793
 JB1793  NAD 83(1986)-  38 37 42.08561(N)    088 52 38.01163(W) AD(       ) 3
 JB1793  NAD 27      -  38 37 41.90966(N)    088 52 37.81025(W) AD(       ) 3
 JB1793
 JB1793.Superseded values are not recommended for survey control.
 JB1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1793.See file dsdata.txt to determine how the superseded data were derived.
 JB1793
 JB1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3659477207(NAD 83)
 JB1793_MARKER: DS = TRIANGULATION STATION DISK
 JB1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1793
 JB1793  HISTORY     - Date     Condition        Report By
 JB1793  HISTORY     - 1962     MONUMENTED       CGS
 JB1793
 JB1793                          STATION DESCRIPTION
 JB1793
 JB1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1793'NO MEASUREMENT BETWEEN RMS, FENCE ON LINE.
 JB1793'
 JB1793'THE STATION IS ABOUT 3 MILES EAST OF SALEM, ABOUT 7 MILES WEST OF
 JB1793'IUKA, IN THE NORTHWEST 0.25
 JB1793'OF SEC 9, T 2 N, R 3 E AND ON PROPERTY OWNED BY MR
 JB1793'FRANK DUNCAN.  IT IS 103 FEET
 JB1793'SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 JB1793'IMPLEMENT SHED, 88 FEET NORTH OF THE CENTERLINE
 JB1793'OF U S HIGHWAY 50, 73
 JB1793'FEET NORTHWEST OF A WITNESS POST, 54 FEET NORTH OF A WIRE FENCE
 JB1793'AND 26 FEET
 JB1793'NORTH OF THE NORTH EDGE OF A SIGN BOARD.  THE MONUMENT IS 18
 JB1793'INCHES UNDERGROUND AND THE
 JB1793'DISK IS STAMPED DUNCAN 1962.
 JB1793'
 JB1793'TO REACH FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE HIGHWAY 37 IN
 JB1793'SALEM, GO EAST ON HIGHWAY
 JB1793'50 FOR 3.8 MILES TO A FIELD ENTRANCE LEFT AND THE STATION.
 JB1793'
 JB1793'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 50 FOR
 JB1793'FOR 0.45 MILE TO A SIDE
 JB1793'ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 JB1793'0.05 MILE TO THE MARK ON THE LEFT.
 JB1793'
 JB1793'REFERENCE MARK 1 IS 34 FEET NORTH OF THE CENTERLINE OF HIGHWAY 50, 1
 JB1793'FOOT WEST OF THE WITNESS
 JB1793'POST, AND 6 INCHES NORTH OF THE WIRE FENCE.  THE
 JB1793'MONUMENT PROJECTS 1 INCH AND THE
 JB1793'DISK IS STAMPED DUNCAN NO 1 1962.
 JB1793'
 JB1793'REFERENCE MARK 2 IS 48 FEET NORTH OF THE CENTERLINE OF HIGHWAY 50, 26
 JB1793'FEET WEST OF A TWIN
 JB1793'TELEPHONE POLE AND 6 INCHES SOUTH OF A WIRE FENCE.  THE
 JB1793'MONUMENT PROJECTS 2 INCHES
 JB1793'AND THE DISK IS STAMPED DUNCAN NO 2 1962.
 JB1793'
 JB1793'THE AZIMUTH MARK IS 97 FEET NORTH OF A 36 INCH OAK TREE, 22 FEET WEST
 JB1793'OF THE CENTERLINE OF A
 JB1793'PAVED ROAD, 2 FEET SOUTHEAST OF A WITNESS POST AND 1
 JB1793'FOOT EAST OF A WIRE FENCE.  THE
 JB1793'MONUMENT PROJECTS 2 INCHES AND THE
 JB1793'DISK IS STAMPED DUNCAN 1962.
 JB1793'
 JB1793'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1106 ***********************************************************************
 NH1106  DESIGNATION -  DUNDEE
 NH1106  PID         -  NH1106
 NH1106  STATE/COUNTY-  IL/KANE
 NH1106  USGS QUAD   -  ELGIN (1992)
 NH1106
 NH1106                         *CURRENT SURVEY CONTROL
 NH1106  ___________________________________________________________________
 NH1106* NAD 83(1997)-  42 05 04.64365(N)    088 15 29.00942(W)     ADJUSTED  
 NH1106* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 NH1106  ___________________________________________________________________
 NH1106  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 NH1106  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NH1106
 NH1106  HORZ ORDER  -  THIRD
 NH1106
 NH1106.The horizontal coordinates were established by classical geodetic methods
 NH1106.and adjusted by the National Geodetic Survey in October 1999..
 NH1106
 NH1106.The orthometric height was scaled from a topographic map.
 NH1106
 NH1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1106
 NH1106.The geoid height was determined by GEOID03.
 NH1106
 NH1106;                    North         East     Units Scale Factor Converg.
 NH1106;SPC IL E     -   601,504.567   306,228.179   MT  0.99997548   +0 03 01.6
 NH1106;SPC IL E     - 1,973,436.23  1,004,683.62   sFT  0.99997548   +0 03 01.6
 NH1106;UTM  16      - 4,659,937.614   395,947.906   MT  0.99973322   -0 50 35.7
 NH1106
 NH1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1106!SPC IL E     -   0.99996324  x   0.99997548  =   0.99993872
 NH1106!UTM  16      -   0.99996324  x   0.99973322  =   0.99969647
 NH1106
 NH1106:                Primary Azimuth Mark                     Grid Az
 NH1106:SPC IL E     -  DUNDEE AZ MK                             006 58 01.3
 NH1106:UTM  16      -  DUNDEE AZ MK                             007 51 38.6
 NH1106
 NH1106|---------------------------------------------------------------------|
 NH1106| PID    Reference Object                     Distance      Geod. Az  |
 NH1106|                                                           dddmmss.s |
 NH1106| CJ8068 DUNDEE AZ MK                                       0070102.9 |
 NH1106| NH1075 HANOVER                             APPROX. 5.8 KM 1140125.4 |
 NH1106| CJ8069 DUNDEE RM 1                           8.642 METERS 18226     |
 NH1106| CJ8070 DUNDEE RM 2                           8.671 METERS 35852     |
 NH1106|---------------------------------------------------------------------|
 NH1106
 NH1106                          SUPERSEDED SURVEY CONTROL
 NH1106
 NH1106  NAD 83(1997)-  42 05 04.64309(N)    088 15 29.01087(W) AD(       ) 3
 NH1106  NAD 83(1986)-  42 05 04.64579(N)    088 15 29.02039(W) AD(       ) 3
 NH1106  NAD 27      -  42 05 04.55390(N)    088 15 28.73980(W) AD(       ) 3
 NH1106
 NH1106.Superseded values are not recommended for survey control.
 NH1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1106.See file dsdata.txt to determine how the superseded data were derived.
 NH1106
 NH1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9594859938(NAD 83)
 NH1106_MARKER: DS = TRIANGULATION STATION DISK
 NH1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1106
 NH1106  HISTORY     - Date     Condition        Report By
 NH1106  HISTORY     - 1954     MONUMENTED       CGS
 NH1106  HISTORY     - 1966     GOOD             ILHD
 NH1106  HISTORY     - 1966     GOOD             CGS
 NH1106  HISTORY     - 1973     GOOD             BRADY
 NH1106  HISTORY     - 1989     GOOD             USPSQD
 NH1106  HISTORY     - 19910427 MARK NOT FOUND   USPSQD
 NH1106
 NH1106                          STATION DESCRIPTION
 NH1106
 NH1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1106'STATION IS LOCATED ON THE RIGHT OF WAY OF STATE HIGHWAY
 NH1106'25 AND IS ABOUT 3 MILES NORTHEAST OF ELGIN.  IT IS 49 FEET
 NH1106'WEST OF THE CENTER OF THE HIGHWAY, 11 FEET NORTHWEST OF 24
 NH1106'INCH, BLAZED OAK TREE, 5 FEET NORTHEAST OF A WHITE WITNESS
 NH1106'POST AND 2 FEET EAST OF A WIRE FENCE.  THE MARK IS FLUSH AND THE
 NH1106'DISK IS STAMPED DUNDEE 1954.
 NH1106'
 NH1106'REFERENCE MARK NO. 1 IS 49 FEET WEST OF THE CENTER OF THE
 NH1106'HIGHWAY, 24 FEET SOUTHWEST OF A BLAZED OAK TREE AND 2 FEET
 NH1106'EAST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1106'DUNDEE NO 1 1954.
 NH1106'
 NH1106'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTER OF THE HIGHWAY
 NH1106'AND 1 FOOT EAST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK
 NH1106'IS STAMPED DUNDEE NO 2 1954.
 NH1106'
 NH1106'THE AZIMUTH MARK IS 41 FEET EAST OF THE CENTER OF THE HIGHWAY,
 NH1106'31 FEET SOUTH OF A POWER LINE POLE AND 2 FEET SOUTH OF A
 NH1106'WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 NH1106'DISK IS STAMPED DUNDEE 1954.
 NH1106'
 NH1106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1106'72 AND 25, ABOUT 4 MILES NORTHEAST OF ELGIN, GO SOUTH ON
 NH1106'HIGHWAY 25 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NH1106'CONTINUE AHEAD FOR 0.15 MILE TO THE STATION ON THE RIGHT
 NH1106'AS DESCRIBED.
 NH1106'
 NH1106'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 NH1106
 NH1106                          STATION RECOVERY (1966)
 NH1106
 NH1106'RECOVERY NOTE BY IL HIGHWAY DEPT 1966
 NH1106'STATION WAS FOUND IN GOOD CONDITION.  THE WITNESS POST WAS
 NH1106'DESTROYED, HOWEVER.
 NH1106'
 NH1106'R.M.S 1 AND 2 WERE FOUND IN GOOD CONDITION.
 NH1106'
 NH1106'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 NH1106'
 NH1106'DESCRIPTIONS FOR THE ABOVE MARKS WERE GOOD, EXCEPT FOR THE
 NH1106'STATION WITNESS POST.
 NH1106
 NH1106                          STATION RECOVERY (1966)
 NH1106
 NH1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1106'THE STATION MARK, REFERENCE MARKS, AZIMUTH MARK WERE RECOVERED
 NH1106'AS DESCRIBED AND FOUND IN GOOD CONDITION AT THIS TIME.  THE
 NH1106'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 NH1106'
 NH1106'THE AZIMUTH MARK IS 0.45 MILE INSTEAD OF 0.5 MILE SOUTH OF
 NH1106'THE JUNCTION AND 1 FOOT WEST OF A METAL WITNESS POST.
 NH1106
 NH1106                          STATION RECOVERY (1973)
 NH1106
 NH1106'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (JJ)
 NH1106'DUNDEE 1954-GOOD
 NH1106'
 NH1106'DUNDEE 1954 (AZIM)-GOOD
 NH1106'
 NH1106'DUNDEE NO. 1 1954-GOOD
 NH1106'
 NH1106'DUNDEE NO 2 1954-GOOD
 NH1106
 NH1106                          STATION RECOVERY (1989)
 NH1106
 NH1106'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH1106'RECOVERED IN GOOD CONDITION.
 NH1106
 NH1106                          STATION RECOVERY (1991)
 NH1106
 NH1106'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBL)
 NH1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3058 ***********************************************************************
 ME3058  DESIGNATION -  DUNHAM
 ME3058  PID         -  ME3058
 ME3058  STATE/COUNTY-  IL/COOK
 ME3058  USGS QUAD   -  RIVER FOREST (1997)
 ME3058
 ME3058                         *CURRENT SURVEY CONTROL
 ME3058  ___________________________________________________________________
 ME3058* NAD 83(1997)-  41 57 58.94134(N)    087 47 11.68921(W)     ADJUSTED  
 ME3058* NAVD 88     -       189.1    (meters)     620.     (feet)  VERTCON   
 ME3058  ___________________________________________________________________
 ME3058  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 ME3058  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME3058
 ME3058  HORZ ORDER  -  FIRST
 ME3058
 ME3058.The horizontal coordinates were established by classical geodetic methods
 ME3058.and adjusted by the National Geodetic Survey in October 1999..
 ME3058
 ME3058.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3058
 ME3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3058
 ME3058.The geoid height was determined by GEOID03.
 ME3058
 ME3058;                    North         East     Units Scale Factor Converg.
 ME3058;SPC IL E     -   588,512.211   345,321.685   MT  1.00000027   +0 21 56.2
 ME3058;SPC IL E     - 1,930,810.48  1,132,942.89   sFT  1.00000027   +0 21 56.2
 ME3058;UTM  16      - 4,646,341.801   434,822.781   MT  0.99965227   -0 31 33.6
 ME3058
 ME3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3058!SPC IL E     -   0.99997561  x   1.00000027  =   0.99997588
 ME3058!UTM  16      -   0.99997561  x   0.99965227  =   0.99962789
 ME3058
 ME3058|---------------------------------------------------------------------|
 ME3058| PID    Reference Object                     Distance      Geod. Az  |
 ME3058|                                                           dddmmss.s |
 ME3058| CM3439 DUNHAM RM 1                          28.063 METERS 06625     |
 ME3058| ME3090 DUNHAM AZ MK                        344.492 METERS 18319     |
 ME3058| ME3089 DUNHAM AZ MK TPT                    339.309 METERS 18319     |
 ME3058| CM3440 DUNHAM RM 2                          23.403 METERS 19445     |
 ME3058|---------------------------------------------------------------------|
 ME3058
 ME3058                          SUPERSEDED SURVEY CONTROL
 ME3058
 ME3058  NAD 83(1997)-  41 57 58.94147(N)    087 47 11.68974(W) AD(       ) 1
 ME3058  NAD 83(1997)-  41 57 58.94329(N)    087 47 11.70351(W) AD(       ) 1
 ME3058  NAD 83(1986)-  41 57 58.94459(N)    087 47 11.70291(W) AD(       ) 1
 ME3058  NAD 27      -  41 57 58.83252(N)    087 47 11.48554(W) AD(       ) 1
 ME3058  NGVD 29 (07/19/86)  189.2    (m)          621.     (f) VERT ANG       
 ME3058
 ME3058.Superseded values are not recommended for survey control.
 ME3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3058.See file dsdata.txt to determine how the superseded data were derived.
 ME3058
 ME3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3482346342(NAD 83)
 ME3058_MARKER: DD = SURVEY DISK
 ME3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME3058
 ME3058  HISTORY     - Date     Condition        Report By
 ME3058  HISTORY     - 1977     MONUMENTED       NGS
 ME3058  HISTORY     - 1980     GOOD             NGS
 ME3058
 ME3058                          STATION DESCRIPTION
 ME3058
 ME3058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3058'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CHICAGO
 ME3058'IN THE NORTHWEST CORNER OF DUNHAM PARK AND AT THE SOUTHEAST
 ME3058'ANGLE OF THE INTERSECTION OF WEST GIDDING STREET AND NORTH
 ME3058'NARRAGANSETT AVENUE. ADDRESS 6357 WEST GIDDING STREET.
 ME3058'
 ME3058'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 ME3058'NORTH NARRAGANSETT AVENUE TO THE INTERSECTION WITH NAGLE
 ME3058'AVENUE AND THE MARK ON THE LEFT.
 ME3058'
 ME3058'STATION MARKS, STAMPED---DUNHAM 1977---, ARE STANDARD DISKS.
 ME3058'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME3058'CONCRETE MONUMENT THAT IS 6 INCHES BELOW A CAST IRON COVER
 ME3058'WITH THE LETTERING, NATIONAL GEODETIC SURVEY.
 ME3058'IT IS 62 FEET SOUTH OF THE CENTER
 ME3058'OF WEST GIDDING STREET, 44 FEET EAST OF THE CENTER OF NORTH
 ME3058'NARRAGANSETT AVENUE AND 34 FEET NORTH OF THE NORTHWEST
 ME3058'CORNER OF A CHAIN LINK FENCE AROUND A TENNIS COURT. THE
 ME3058'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 ME3058'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 ME3058'
 ME3058'REFERENCE MARK 1, STAMPED---DUNHAM NO 1 1977---IS A STANDARD
 ME3058'DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK. IT IS 67 FEET
 ME3058'NORTH OF THE NORTHEAST CORNER OF THE CHAIN LINK FENCE AND 28
 ME3058'FEET SOUTH-SOUTHEAST OF THE CENTER OF WEST GIDDING STREET.
 ME3058'
 ME3058'REFERENCE MARK 2, STAMPED---DUNHAM NO 2 1977---IS A STANDARD
 ME3058'DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK. IT IS 24
 ME3058'FEET WEST-SOUTHWEST OF THE CHAIN LINK FENCE AND 21 FEET
 ME3058'EAST-NORTHEAST OF THE CENTER OF NORTH NARRAGANSETT AVENUE.
 ME3058'
 ME3058'AZIMUTH MARKS, STAMPED---DUNHAM 1977---ARE STANDARD DISKS.
 ME3058'THE SURFACE DISK IS SET
 ME3058'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 ME3058'IS 4 INCHES BELOW A CAST IRON COVER WITH
 ME3058'LETTERING, NATIONAL GEODETIC SURVEY.
 ME3058'IT IS 35 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE
 ME3058'NUMBER 4543, NARRAGANSETT AVENUE AND 20 FEET EAST OF THE
 ME3058'CENTER OF NARRAGANSETT AVENUE. THE UNDERGROUND DISK IS SET
 ME3058'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 ME3058'WHICH IS 42 INCHES BELOW THE GROUND SURFACE.
 ME3058'
 ME3058'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
 ME3058'
 ME3058'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO FENCE
 ME3058'AROUND TENNIS COURT AND SHRUBBERY ON LINE.
 ME3058
 ME3058                          STATION RECOVERY (1980)
 ME3058
 ME3058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 ME3058'THE STATION, R.M. NO. 1, AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 ME3058'R.M. NO. 2 SEARCHED FOR BUT NOT FOUND.
 ME3058'
 ME3058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST
 ME3058'CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3090 ***********************************************************************
 ME3090  DESIGNATION -  DUNHAM AZ MK
 ME3090  PID         -  ME3090
 ME3090  STATE/COUNTY-  IL/COOK
 ME3090  USGS QUAD   -  RIVER FOREST (1997)
 ME3090
 ME3090                         *CURRENT SURVEY CONTROL
 ME3090  ___________________________________________________________________
 ME3090* NAD 83(1997)-  41 57 47.79466(N)    087 47 12.55507(W)     ADJUSTED  
 ME3090* NAVD 88     -       190.     (meters)     623.     (feet)  VERTCON   
 ME3090  ___________________________________________________________________
 ME3090  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 ME3090  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 ME3090
 ME3090  HORZ ORDER  -  SECOND
 ME3090
 ME3090.The horizontal coordinates were established by classical geodetic methods
 ME3090.and adjusted by the National Geodetic Survey in October 1999..
 ME3090
 ME3090.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3090
 ME3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3090
 ME3090.The geoid height was determined by GEOID03.
 ME3090
 ME3090;                    North         East     Units Scale Factor Converg.
 ME3090;SPC IL E     -   588,168.176   345,303.942   MT  1.00000025   +0 21 55.6
 ME3090;SPC IL E     - 1,929,681.76  1,132,884.68   sFT  1.00000025   +0 21 55.6
 ME3090;UTM  16      - 4,645,998.203   434,799.694   MT  0.99965231   -0 31 34.1
 ME3090
 ME3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3090!SPC IL E     -   0.99997549  x   1.00000025  =   0.99997574
 ME3090!UTM  16      -   0.99997549  x   0.99965231  =   0.99962780
 ME3090
 ME3090                          SUPERSEDED SURVEY CONTROL
 ME3090
 ME3090  NAD 83(1997)-  41 57 47.79480(N)    087 47 12.55561(W) AD(       ) 2
 ME3090  NAD 83(1997)-  41 57 47.79660(N)    087 47 12.56930(W) AD(       ) 2
 ME3090  NAD 83(1986)-  41 57 47.79784(N)    087 47 12.56872(W) AD(       ) 2
 ME3090  NAD 27      -  41 57 47.68558(N)    087 47 12.35155(W) AD(       ) 2
 ME3090  NGVD 29 (07/19/86)  190.     (m)          623.     (f) VERT ANG       
 ME3090
 ME3090.Superseded values are not recommended for survey control.
 ME3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3090.See file dsdata.txt to determine how the superseded data were derived.
 ME3090
 ME3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3480045998(NAD 83)
 ME3090_MARKER: DD = SURVEY DISK
 ME3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3090+STABILITY: SURFACE MOTION
 ME3090
 ME3090  HISTORY     - Date     Condition        Report By
 ME3090  HISTORY     - 1977     MONUMENTED       NGS
 ME3090
 ME3090                          STATION DESCRIPTION
 ME3090
 ME3090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3090'A TRAVERSE WAS MADE TO TRINAGULATION STATION DUNHAM USING
 ME3090'ELECTRONIC DISTANCE EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1409 ***********************************************************************
 KB1409  DESIGNATION -  DUNKEL 1920 AZ MK 1976
 KB1409  PID         -  KB1409
 KB1409  STATE/COUNTY-  IL/CHRISTIAN
 KB1409  USGS QUAD   -  PANA (1982)
 KB1409
 KB1409                         *CURRENT SURVEY CONTROL
 KB1409  ___________________________________________________________________
 KB1409* NAD 83(1997)-  39 26 08.25248(N)    089 04 17.37955(W)     ADJUSTED  
 KB1409* NAVD 88     -       206.2    (meters)     677.     (feet)  VERTCON   
 KB1409  ___________________________________________________________________
 KB1409  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 KB1409  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KB1409
 KB1409  HORZ ORDER  -  SECOND
 KB1409
 KB1409.The horizontal coordinates were established by classical geodetic methods
 KB1409.and adjusted by the National Geodetic Survey in October 1999..
 KB1409
 KB1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1409
 KB1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1409
 KB1409.The geoid height was determined by GEOID03.
 KB1409
 KB1409;                    North         East     Units Scale Factor Converg.
 KB1409;SPC IL W     -   307,901.854   794,281.931   MT  1.00005058   +0 41 44.6
 KB1409;SPC IL W     - 1,010,174.67  2,605,906.64   sFT  1.00005058   +0 41 44.6
 KB1409;SPC IL E     -   307,599.881   236,450.966   MT  1.00002470   -0 28 08.1
 KB1409;SPC IL E     - 1,009,183.94    775,756.21   sFT  1.00002470   -0 28 08.1
 KB1409;UTM  16      - 4,367,167.862   321,723.194   MT  0.99999133   -1 18 58.3
 KB1409
 KB1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1409!SPC IL W     -   0.99997269  x   1.00005058  =   1.00002327
 KB1409!SPC IL E     -   0.99997269  x   1.00002470  =   0.99999739
 KB1409!UTM  16      -   0.99997269  x   0.99999133  =   0.99996402
 KB1409
 KB1409|---------------------------------------------------------------------|
 KB1409| PID    Reference Object                     Distance      Geod. Az  |
 KB1409|                                                           dddmmss.s |
 KB1409| KB1410 DUNKLE AZ MK A PT 1976                6.546 METERS 05226     |
 KB1409| KB1279 TOWER HILL NGPA MICROWAVE           APPROX. 7.7 KM 0910835.2 |
 KB1409| KB1404 DUNKEL RESET                        450.540 METERS 1900155.6 |
 KB1409|---------------------------------------------------------------------|
 KB1409
 KB1409                          SUPERSEDED SURVEY CONTROL
 KB1409
 KB1409  NAD 83(1986)-  39 26 08.26443(N)    089 04 17.36445(W) AD(       ) 2
 KB1409  NAD 27      -  39 26 08.11963(N)    089 04 17.05654(W) AD(       ) 2
 KB1409  NGVD 29 (07/19/86)  206.3    (m)          677.     (f) VERT ANG       
 KB1409
 KB1409.Superseded values are not recommended for survey control.
 KB1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1409.See file dsdata.txt to determine how the superseded data were derived.
 KB1409
 KB1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2172367168(NAD 83)
 KB1409_MARKER: DR = REFERENCE MARK DISK
 KB1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1409+STABILITY: SURFACE MOTION
 KB1409
 KB1409  HISTORY     - Date     Condition        Report By
 KB1409  HISTORY     - 1976     MONUMENTED       NGS
 KB1409
 KB1409                          STATION DESCRIPTION
 KB1409
 KB1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1409'THE STATION IS LOCATED ABOUT 14 MILES WEST-NORTHWEST OF
 KB1409'SHELBYVILLE, 9 MILES NORTHWEST OF TOWER HILL, 5-3/4 MILES
 KB1409'SOUTH OF ASSUMPTION, 2-1/4 MILES NORTH-NORTHEAST OF PANA
 KB1409'AND ON THE EAST SIDE OF THE ILLINOIS CENTRAL RAILROAD
 KB1409'TRACK.  IT IS IN THE NORTHERN 1/2 OF SECTION 3, T 11 N, R 1 E
 KB1409'AND ON PROPERTY OF THE ILLINOIS CENTRAL RAILROAD RIGHT-OF-WAY.
 KB1409'
 KB1409'STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED DUNKEL
 KB1409'AZ 1976, IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 KB1409'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 14.5 FEET
 KB1409'NORTH OF THE APPROXIMATE CENTER OF SURFACED ROAD, 10 FEET EAST
 KB1409'OF THE EAST RAIL OF RAILROAD TRACK, 2.3 FEET SOUTHWEST OF AN
 KB1409'8X8 INCH RAILROAD POST WITH SIGN ATTACHED AND 1.5 FEET SOUTH
 KB1409'SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED.
 KB1409'
 KB1409'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1409'STATION DUNKEL 1920
 KB1409'
 KB1409'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DUNKEL
 KB1409'1920 DISTANCE BEING 450.538 METERS, NORTH OF TRIANGULATION
 KB1409'STATION DUNKEL 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1404 ***********************************************************************
 KB1404  DESIGNATION -  DUNKEL RESET
 KB1404  PID         -  KB1404
 KB1404  STATE/COUNTY-  IL/CHRISTIAN
 KB1404  USGS QUAD   -  PANA (1982)
 KB1404
 KB1404                         *CURRENT SURVEY CONTROL
 KB1404  ___________________________________________________________________
 KB1404* NAD 83(1997)-  39 25 53.86687(N)    089 04 20.66120(W)     ADJUSTED  
 KB1404* NAVD 88     -       211.87   (+/-2cm)     695.1    (feet)  VERTCON   
 KB1404  ___________________________________________________________________
 KB1404  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 KB1404  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB1404
 KB1404  HORZ ORDER  -  FIRST
 KB1404  VERT ORDER  -  THIRD ? (See Below)
 KB1404
 KB1404.The horizontal coordinates were established by classical geodetic methods
 KB1404.and adjusted by the National Geodetic Survey in October 1999..
 KB1404
 KB1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1404.The vertical order pertains to the NGVD 29 superseded value.
 KB1404
 KB1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1404
 KB1404.The geoid height was determined by GEOID03.
 KB1404
 KB1404;                    North         East     Units Scale Factor Converg.
 KB1404;SPC IL W     -   307,457.260   794,208.835   MT  1.00005041   +0 41 42.3
 KB1404;SPC IL W     - 1,008,716.03  2,605,666.82   sFT  1.00005041   +0 41 42.3
 KB1404;SPC IL E     -   307,156.876   236,368.852   MT  1.00002483   -0 28 10.0
 KB1404;SPC IL E     - 1,007,730.52    775,486.81   sFT  1.00002483   -0 28 10.0
 KB1404;UTM  16      - 4,366,726.134   321,634.541   MT  0.99999172   -1 18 59.9
 KB1404
 KB1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1404!SPC IL W     -   0.99997181  x   1.00005041  =   1.00002222
 KB1404!SPC IL E     -   0.99997181  x   1.00002483  =   0.99999664
 KB1404!UTM  16      -   0.99997181  x   0.99999172  =   0.99996353
 KB1404
 KB1404:                Primary Azimuth Mark                     Grid Az
 KB1404:SPC IL W     -  DUNKEL 1920 AZ MK 1976                   009 20 11.2
 KB1404:SPC IL E     -  DUNKEL 1920 AZ MK 1976                   010 30 03.5
 KB1404:UTM  16      -  DUNKEL 1920 AZ MK 1976                   011 20 53.4
 KB1404
 KB1404|---------------------------------------------------------------------|
 KB1404| PID    Reference Object                     Distance      Geod. Az  |
 KB1404|                                                           dddmmss.s |
 KB1404| KB1409 DUNKEL 1920 AZ MK 1976              450.540 METERS 0100153.5 |
 KB1404| KB1410 DUNKLE AZ MK A PT 1976              455.395 METERS 0103513.0 |
 KB1404| KB0748 S 261                               478.772 METERS 0125953.7 |
 KB1404| CI7352 DUNKEL RM                            13.950 METERS 09346     |
 KB1404| CI7353 DUNKEL RM 1                           8.391 METERS 23512     |
 KB1404| CI7354 DUNKEL RM 2                           8.860 METERS 33009     |
 KB1404|---------------------------------------------------------------------|
 KB1404
 KB1404                          SUPERSEDED SURVEY CONTROL
 KB1404
 KB1404  NAD 83(1986)-  39 25 53.87881(N)    089 04 20.64606(W) AD(       ) 1
 KB1404  NAD 27      -  39 25 53.73380(N)    089 04 20.33800(W) AD(       ) 1
 KB1404  NGVD 29 (07/19/86)  211.95   (m)          695.4    (f) LEVELING    3  
 KB1404
 KB1404.Superseded values are not recommended for survey control.
 KB1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1404.See file dsdata.txt to determine how the superseded data were derived.
 KB1404
 KB1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2163566726(NAD 83)
 KB1404_MARKER: DS = TRIANGULATION STATION DISK
 KB1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1404
 KB1404  HISTORY     - Date     Condition        Report By
 KB1404  HISTORY     - 1920     MONUMENTED       CGS
 KB1404  HISTORY     - 1972     POOR             ILDT
 KB1404  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KB1404
 KB1404                          STATION DESCRIPTION
 KB1404
 KB1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KB1404'STATION IS ABOUT 2 MILES S OF DUNKEL, ON THE E SIDE OF THE ILLINOIS
 KB1404'CENTRAL RAILROAD TRACK, 430 YARDS S OF THE SECOND ROAD CROSSING S
 KB1404'OF DUNKEL, ON THE BANK OF THE DEEPEST CUT S OF DUNKEL, AND 14.94
 KB1404'METERS,49.02 FEET,E OF THE E AND NEAREST RAIL. THE SURFACE,
 KB1404'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KB1404'CONCRETE. THE REFERENCE
 KB1404'MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE, 13.95
 KB1404'METERS, 45.77 FEET FROM THE STATION, S 86 DEG 14 MIN E.
 KB1404'THE ELEVATION OF THE STATION MARK IS 212.138 METERS, 695.989 FEET
 KB1404'AND OF THE REFERENCE MARK 210.647 METERS, 691.098 FEET.
 KB1404
 KB1404                          STATION RECOVERY (1972)
 KB1404
 KB1404'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 KB1404'DUNKEL 1920 LOOSE IN GROUND.  REF. MARK DESTROYED.
 KB1404'
 KB1404'STATION FOUND 138 FEET SOUTH OF R.W. POST ALONG ILLINOIS CENTRAL.
 KB1404
 KB1404                          STATION RECOVERY (1976)
 KB1404
 KB1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1404'THE STATION WAS RECOVERED, THE SURFACE MARK WAS FOUND TILTED AND
 KB1404'ALMOST OUT OF THE GROUND.  THE SURFACE MARK WAS REMOVED AND THE
 KB1404'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  THE UNDERGROUND MARK
 KB1404'WAS PLUMBED, THEN REMOVED AND LOWERED.  A NEW UNDERGROUND AND
 KB1404'SURFACE MARK WERE ESTABLISHED.  THE REFERENCE MARK WAS SEARCHED FOR
 KB1404'BUT COULD NOT BE FOUND AND IS PROBABLY DESTROYED AS THE AREA IS NOW
 KB1404'IN CULTIVATION.  AN AZIMUTH MARK AND REFERENCE MARKS 1 AND
 KB1404'2 WERE ESTABLISHED AT THIS TIME.
 KB1404'
 KB1404'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS
 KB1404'LOCATED ABOUT 14 MILES WEST-NORTHWEST OF SHELBYVILLE, 9 MILES
 KB1404'NORTHWEST OF TOWER HILL, 6 MILES SOUTH OF ASSUMPTION, 2 MILES
 KB1404'NORTH-NORTHEAST OF PANA AND ON THE EAST SIDE OF THE ILLINOIS
 KB1404'CENTRAL RAILROAD TRACK.  IT IS IN THE NORTHERN 1/2 OF SECTION 3, T
 KB1404'11 N, R 1 E.  MR. RALPH T. JONES, 314 NORTH WALNUT, ASSUMPTION,
 KB1404'PHONE (217) 226-3204 GAVE PERMISSION TO DRIVE ALONG THE WEST
 KB1404'EDGE OF HIS CULTIVATED FIELD.  THE STATION, ALL MARKS ARE ON
 KB1404'ILLINOIS CENTRAL RAILROAD RIGHT-OF-WAY PROPERTY.
 KB1404'
 KB1404'TO REACH FROM THE POST OFFICE IN PANA, GO NORTH ON LOCUST STREET FOR
 KB1404'0.4 MILE TO WHERE IT CROSSES STATE HIGHWAY 29.  CONTINUE NORTH ON
 KB1404'NORTH LOCUST STREET FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT ACROSS
 KB1404'RAILROAD TRACKS AND GO WEST FOR 0.05 MILE TO A SIDE STREET RIGHT.
 KB1404'TURN RIGHT AND GO NORTH ON NORTH ELIZEBETH (THIS BECOMES COUNTY
 KB1404'ROAD) FOR 2.55 MILES TO A T INTERSECTION.  TURN RIGHT AND GO EAST ON
 KB1404'AN OILED ROAD FOR 0.45 MILE TO RAILROAD TRACKS, CROSS TRACKS AND
 KB1404'THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO SOUTH ON THE
 KB1404'EAST SIDE OF TRACKS FOR 0.25 MILE TO THE TOP OF HILL AND ON THE
 KB1404'TOP OF CUTBANK AND STATION.
 KB1404'
 KB1404'STATION MARKS ARE STANDARD DISKS STAMPED DUNKEL 1920 1976.  THE
 KB1404'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1404'MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.  IT IS 91
 KB1404'FEET NORTH-NORTHEAST OF A CLUMP OF WILD CHERRY TREES, 53.5 FEET
 KB1404'EAST OF THE EAST RAIL OF RAILROAD TRACK, 20 FEET EAST OF CUTBANK,
 KB1404'12 FEET WEST OF THE WEST EDGE OF CULTIVATED FIELD, 2.4 FEET WEST OF
 KB1404'METAL WITNESS POST WITH SIGN ATTACHED AND AT THE SOUTH EDGE OF
 KB1404'LARGE TRASH PILE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 KB1404'IRREGULAR MASS OF CONCRETE 54 INCHES BELOW THE GROUND SURFACE.
 KB1404'
 KB1404'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNKEL NO 1 1920 1976,
 KB1404'WELDED TO THE TOP OF A 2 INCH CAST IRON PIPE THAT IS 30 INCHES LONG
 KB1404'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 78 FEET
 KB1404'NORTH OF A CLUMP OF WILD CHERRY TREES, 33 FEET EAST OF THE EAST RAIL
 KB1404'OF RAILROAD TRACK, 31 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 KB1404'LARGE TRASH PILE AND 1.5 FEET NORTH OF A METAL WITNESS POST WITH
 KB1404'SIGN ATTACHED.
 KB1404'
 KB1404'REFERENCE MARK 2, A STANDARD DISK STAMPED DUNKEL NO 2 1920 1976,
 KB1404'WELDED TO THE TOP OF A 2 INCH CAST IRON PIPE THAT IS 30 INCHES LONG
 KB1404'THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT IS 32 FEET EAST OF
 KB1404'THE EAST RAIL OF RAILROAD TRACK, 12 FEET WEST OF THE WEST EDGE OF
 KB1404'LARGE TRASH PILE AND 1.2 FEET SOUTH OF METAL WITNESS POST WITH
 KB1404'SIGN ATTACHED.
 KB1404'
 KB1404'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED DUNKEL AZ
 KB1404'1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1404'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 14.5 FEET
 KB1404'NORTH OF THE APPROXIMATE CENTER OF SURFACED ROAD, 10 EAST OF THE
 KB1404'EAST RAIL OF RAILROAD TRACK, 2.3 FEET SOUTHWEST OF AN 8X8 RAILROAD
 KB1404'POST WITH SIGN AND 1.5 FEET SOUTH OF METAL WITNESS POST WITH SIGN
 KB1404'ATTACHED.
 KB1404'
 KB1404'BENCH MARK S 261 IS A STANDARD DISK STAMPED S 261 1961, CLAMPED TO A
 KB1404'COPPER WELD ROD THAT IS INSIDE OF A 6 INCH TILE THAT PROJECTS 6
 KB1404'INCHES ABOVE THE GROUND SURFACE.  IT IS 92 FEET NORTH OF THE
 KB1404'APPROXIMATE CENTER OF SURFACED ROAD, 6 FEET WEST OF FENCELINE, 3.7
 KB1404'FEET SOUTH OF TELEPHONE POLE AND 1.4 FEET NORTH OF METAL WITNESS
 KB1404'POST WITH SIGN ATTACHED.
 KB1404'
 KB1404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 KB1404'NORTH-NORTHEAST OF PANA.
 KB1404'
 KB1404'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1590 ***********************************************************************
 ME1590  DESIGNATION -  DUNLOP
 ME1590  PID         -  ME1590
 ME1590  STATE/COUNTY-  IL/WILL
 ME1590  USGS QUAD   -  FRANKFORT (1990)
 ME1590
 ME1590                         *CURRENT SURVEY CONTROL
 ME1590  ___________________________________________________________________
 ME1590* NAD 83(1997)-  41 26 29.68681(N)    087 45 27.01415(W)     ADJUSTED  
 ME1590* NAVD 88     -       237.768  (meters)     780.08   (feet)  ADJUSTED  
 ME1590  ___________________________________________________________________
 ME1590  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 ME1590  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 ME1590  DYNAMIC HT  -         237.673 (meters)     779.77  (feet)  COMP
 ME1590  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 ME1590
 ME1590  HORZ ORDER  -  SECOND
 ME1590  VERT ORDER  -  SECOND    CLASS 0
 ME1590
 ME1590.The horizontal coordinates were established by classical geodetic methods
 ME1590.and adjusted by the National Geodetic Survey in October 1999..
 ME1590
 ME1590.The orthometric height was determined by differential leveling
 ME1590.and adjusted by the National Geodetic Survey in June 1991..
 ME1590
 ME1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1590
 ME1590.The geoid height was determined by GEOID03.
 ME1590
 ME1590.The dynamic height is computed by dividing the NAVD 88
 ME1590.geopotential number by the normal gravity value computed on the
 ME1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1590.degrees latitude (g = 980.6199 gals.).
 ME1590
 ME1590.The modeled gravity was interpolated from observed gravity values.
 ME1590
 ME1590;                    North         East     Units Scale Factor Converg.
 ME1590;SPC IL E     -   530,241.654   348,121.632   MT  1.00000349   +0 22 52.0
 ME1590;SPC IL E     - 1,739,634.49  1,142,129.05   sFT  1.00000349   +0 22 52.0
 ME1590;UTM  16      - 4,588,055.351   436,719.606   MT  0.99964928   -0 30 05.0
 ME1590
 ME1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1590!SPC IL E     -   0.99996792  x   1.00000349  =   0.99997141
 ME1590!UTM  16      -   0.99996792  x   0.99964928  =   0.99961721
 ME1590
 ME1590:                Primary Azimuth Mark                     Grid Az
 ME1590:SPC IL E     -  DUNLOP AZ MK                             092 41 57.7
 ME1590:UTM  16      -  DUNLOP AZ MK                             093 34 54.7
 ME1590
 ME1590|---------------------------------------------------------------------|
 ME1590| PID    Reference Object                     Distance      Geod. Az  |
 ME1590|                                                           dddmmss.s |
 ME1590| CM3441 DUNLOP AZ MK                                       0930449.7 |
 ME1590| ME1589 DUNLOP RM 1                          18.298 METERS 17159     |
 ME1590| ME2642 MONEE SINCLAIR PLINE MAST           APPROX. 3.3 KM 1945826.6 |
 ME1590| ME1588 DUNLOP RM 2                          11.370 METERS 25832     |
 ME1590|---------------------------------------------------------------------|
 ME1590
 ME1590                          SUPERSEDED SURVEY CONTROL
 ME1590
 ME1590  NAD 83(1997)-  41 26 29.68680(N)    087 45 27.01415(W) AD(       ) 2
 ME1590  NAD 83(1986)-  41 26 29.68956(N)    087 45 27.02307(W) AD(       ) 2
 ME1590  NAD 27      -  41 26 29.56790(N)    087 45 26.85620(W) AD(       ) 2
 ME1590  NGVD 29 (??/??/92)  237.854  (m)          780.36   (f) ADJ UNCH    2 0
 ME1590
 ME1590.Superseded values are not recommended for survey control.
 ME1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1590.See file dsdata.txt to determine how the superseded data were derived.
 ME1590
 ME1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3672088055(NAD 83)
 ME1590_MARKER: DS = TRIANGULATION STATION DISK
 ME1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1590_STAMPING: DUNLOP 1959
 ME1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1590+STABILITY: SURFACE MOTION
 ME1590
 ME1590  HISTORY     - Date     Condition        Report By
 ME1590  HISTORY     - 1959     MONUMENTED       CGS
 ME1590  HISTORY     - 1959     GOOD             CGS
 ME1590  HISTORY     - 1967     GOOD             CGS
 ME1590  HISTORY     - 1967     GOOD             NGS
 ME1590  HISTORY     - 1973     GOOD             ILHD
 ME1590
 ME1590                          STATION DESCRIPTION
 ME1590
 ME1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME1590'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF MONEE, ABOUT 1
 ME1590'1/2 MILES WEST OF U. S. HIGHWAY
 ME1590'54 ON PROPERTY OWNED BY MRS. MARY THOMPSON.
 ME1590'
 ME1590'TO REACH THE STATION FROM THE JUNCTION OF W. COURT ST. AND U. S.
 ME1590'HIGHWAY 54 IN MONEE, GO
 ME1590'NORTHEAST ON U. S. HIGHWAY 54 FOR 1.6 MILES TO A CROSSROAD, TURN
 ME1590'LEFT, WEST, ON GRAVEL ROAD FOR 0.8
 ME1590'MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO A
 ME1590'IMITATION BRICK HOUSE ON THE RIGHT,
 ME1590'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A FENCE
 ME1590'CORNER AND THE STATION ON THE RIGHT.
 ME1590'
 ME1590'STATION MARK, A STANDARD DISK STAMPED DUNLOP 1959, IS SET IN A 12
 ME1590'INCH SQUARE CONCRETE POST WHICH IS
 ME1590'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 36.5 FEET
 ME1590'WEST-NORTHWEST OF A TELEPHONE POLE,
 ME1590'32.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL
 ME1590'ROAD, 4.5 FEET NORTHEAST OF A FENCE
 ME1590'CORNER AND 4.5 FEET NORTH-NORTHEAST OF A WITNESS
 ME1590'POST.
 ME1590'
 ME1590'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED DUNLOP NO 1 1959, IS
 ME1590'SET IN A 12 INCH SQUARE
 ME1590'CONCRETE POST WHICH PROJECTS 2 INCHES.  THE MARK IS 46 FEET EAST OF A
 ME1590'CONCRETE POST, (GAS LINE MARKER), 28
 ME1590'FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVEL
 ME1590'ROAD, 27.5 FEET EAST OF A POWER POLE AND 1.5
 ME1590'FEET NORTH OF A FENCE LINE.
 ME1590'
 ME1590'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED DUNLOP NO 2 1959, IS
 ME1590'SET IN A 12 INCH SQUARE
 ME1590'CONCRETE POST WHICH PROJECTS 1 INCH.  THE MARK IS 35 FEET WEST OF A
 ME1590'WITNESS POST, 34 FEET WEST OF A
 ME1590'FENCE CORNER, 25 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 ME1590'GRAVEL ROAD AND 2.4 FEET EAST OF A
 ME1590'CONCRETE POST, (GAS LINE MARKER).
 ME1590'
 ME1590'AZIMUTH MARK, A STANDARD DISK STAMPED DUNLOP 1959, IS SET IN A 12
 ME1590'INCH SQUARE CONCRETE POST WHICH IS
 ME1590'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 149 FEET
 ME1590'SOUTH-SOUTHEAST OF THE APPROXIMATE
 ME1590'CENTER OF A CROSSROAD, 116 FEET SOUTH OF A FENCE CORNER
 ME1590'AND A POWER-TELEPHONE LINE POLE, 30
 ME1590'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVEL
 ME1590'ROAD, 2.2 FEET NORTHWEST OF A WITNESS POST AND 2.4
 ME1590'FEET WEST OF A FENCE LINE.
 ME1590'
 ME1590'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 ME1590'ROAD FOR 0.5 MILE TO A
 ME1590'CROSSROAD, TURN RIGHT, SOUTH, FOR 0.05 MILE TO THE AZIMUTH MARK ON
 ME1590'THE LEFT AS DESCRIBED.
 ME1590'
 ME1590'HEIGHT OF LIGHT ABOVE STATION MARK 1.75 METERS.
 ME1590
 ME1590                          STATION RECOVERY (1959)
 ME1590
 ME1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ME1590'3 MI NW FROM MONEE.
 ME1590'ABOUT 1.7 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1590'WITH WEST MAIN STREET IN MONEE, THENCE 1.3 MILES WEST ALONG A
 ME1590'GRAVEL ROAD, ABOUT MIDWAY BETWEEN A DRIVEWAY NORTH TO A FARM
 ME1590'HOUSE AND A DRIVEWAY SOUTH TO A FARM HOUSE, AT A FENCE CORNER
 ME1590'NORTH OF THE ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ME1590'4 FEET NORTH OF A FENCE, 3 FEET EAST OF A FENCE, 5 FEET NORTHEAST
 ME1590'OF A FENCE CORNER, 37 FEET WEST OF A TELEPHONE POLE, 4.7 FEET
 ME1590'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 ME1590'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 ME1590'PROJECTING 2 INCHES.
 ME1590
 ME1590                          STATION RECOVERY (1967)
 ME1590
 ME1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME1590'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 ME1590'
 ME1590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-3/4 MILES
 ME1590'NORTHWEST OF MONEE
 ME1590
 ME1590                          STATION RECOVERY (1967)
 ME1590
 ME1590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1590'RECOVERED IN GOOD CONDITION.
 ME1590
 ME1590                          STATION RECOVERY (1973)
 ME1590
 ME1590'RECOVERY NOTE BY IL HIGHWAY DEPT 1973 (FAW)
 ME1590'DUNLOP 1959 GOOD - DESCRIPTION OK
 ME1590'DUNLOP NO. 1, 1959
 ME1590'GOOD
 ME1590'DUNLOP NO. 2, 1959 GOOD
 ME1590'(AZI. MK.) DUNLOP 1959 GOOD
 ME1590'
 ME1590'DUNLOP 1959 IS AT A DEAD END GRAVEL ROAD AND APPROXIMATELY 300 FT.
 ME1590'EAST OF THE
 ME1590'CENTERLINE OF INTERSTATE 57, TO REACH DESCRIPTION IS ADEQUATE.
 ME1590'
 ME1590'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-3/4 MILES NORTHWEST OF
 ME1590'MONEE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1589 ***********************************************************************
 ME1589  DESIGNATION -  DUNLOP RM 1
 ME1589  PID         -  ME1589
 ME1589  STATE/COUNTY-  IL/WILL
 ME1589  USGS QUAD   -  FRANKFORT (1990)
 ME1589
 ME1589                         *CURRENT SURVEY CONTROL
 ME1589  ___________________________________________________________________
 ME1589* NAD 83(1986)-  41 26 28.     (N)    087 45 25.     (W)     SCALED    
 ME1589* NAVD 88     -       238.006  (meters)     780.86   (feet)  ADJUSTED  
 ME1589  ___________________________________________________________________
 ME1589  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 ME1589  DYNAMIC HT  -         237.911 (meters)     780.55  (feet)  COMP
 ME1589  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 ME1589
 ME1589  VERT ORDER  -  SECOND    CLASS 0
 ME1589
 ME1589.The horizontal coordinates were scaled from a topographic map and have
 ME1589.an estimated accuracy of +/- 6 seconds.
 ME1589
 ME1589.The orthometric height was determined by differential leveling
 ME1589.and adjusted by the National Geodetic Survey in June 1991..
 ME1589
 ME1589.The geoid height was determined by GEOID03.
 ME1589
 ME1589.The dynamic height is computed by dividing the NAVD 88
 ME1589.geopotential number by the normal gravity value computed on the
 ME1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1589.degrees latitude (g = 980.6199 gals.).
 ME1589
 ME1589.The modeled gravity was interpolated from observed gravity values.
 ME1589
 ME1589;                    North         East    Units  Estimated Accuracy
 ME1589;SPC IL E     -   530,190.      348,170.      MT  (+/- 180 meters Scaled)
 ME1589
 ME1589                          SUPERSEDED SURVEY CONTROL
 ME1589
 ME1589  NGVD 29 (??/??/92)  238.092  (m)          781.14   (f) ADJ UNCH    2 0
 ME1589
 ME1589.Superseded values are not recommended for survey control.
 ME1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1589.See file dsdata.txt to determine how the superseded data were derived.
 ME1589
 ME1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL367880(NAD 83)
 ME1589_MARKER: DR = REFERENCE MARK DISK
 ME1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1589_STAMPING: DUNLOP NO 1 1959
 ME1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1589+STABILITY: SURFACE MOTION
 ME1589
 ME1589  HISTORY     - Date     Condition        Report By
 ME1589  HISTORY     - 1959     MONUMENTED       CGS
 ME1589  HISTORY     - 1967     GOOD             NGS
 ME1589
 ME1589                          STATION DESCRIPTION
 ME1589
 ME1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1589'3 MI NW FROM MONEE.
 ME1589'ABOUT 1.7 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1589'WITH WEST MAIN STREET IN MONEE, THENCE 1.3 MILES WEST ALONG A
 ME1589'GRAVEL ROAD, ABOUT MIDWAY BETWEEN A DRIVEWAY NORTH TO A FARM
 ME1589'HOUSE AND A DRIVEWAY SOUTH TO A FARM HOUSE, 28 FEET SOUTH OF THE
 ME1589'CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH OF A FENCE, 56 FEET
 ME1589'SOUTH AND ACROSS THE ROAD FROM A FENCE CORNER, 27 1/2 FEET EAST
 ME1589'OF POWER POLE 113557, 60.0 FEET SOUTH OF TRIANGULATION STATION
 ME1589'DUNLOP, 56.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2
 ME1589'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 ME1589'POST PROJECTING 3 INCHES.
 ME1589
 ME1589                          STATION RECOVERY (1967)
 ME1589
 ME1589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1588 ***********************************************************************
 ME1588  DESIGNATION -  DUNLOP RM 2
 ME1588  PID         -  ME1588
 ME1588  STATE/COUNTY-  IL/WILL
 ME1588  USGS QUAD   -  FRANKFORT (1990)
 ME1588
 ME1588                         *CURRENT SURVEY CONTROL
 ME1588  ___________________________________________________________________
 ME1588* NAD 83(1986)-  41 26 29.     (N)    087 45 27.     (W)     SCALED    
 ME1588* NAVD 88     -       237.339  (meters)     778.67   (feet)  ADJUSTED  
 ME1588  ___________________________________________________________________
 ME1588  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 ME1588  DYNAMIC HT  -         237.244 (meters)     778.36  (feet)  COMP
 ME1588  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 ME1588
 ME1588  VERT ORDER  -  SECOND    CLASS 0
 ME1588
 ME1588.The horizontal coordinates were scaled from a topographic map and have
 ME1588.an estimated accuracy of +/- 6 seconds.
 ME1588
 ME1588.The orthometric height was determined by differential leveling
 ME1588.and adjusted by the National Geodetic Survey in June 1991..
 ME1588
 ME1588.The geoid height was determined by GEOID03.
 ME1588
 ME1588.The dynamic height is computed by dividing the NAVD 88
 ME1588.geopotential number by the normal gravity value computed on the
 ME1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1588.degrees latitude (g = 980.6199 gals.).
 ME1588
 ME1588.The modeled gravity was interpolated from observed gravity values.
 ME1588
 ME1588;                    North         East    Units  Estimated Accuracy
 ME1588;SPC IL E     -   530,220.      348,120.      MT  (+/- 180 meters Scaled)
 ME1588
 ME1588                          SUPERSEDED SURVEY CONTROL
 ME1588
 ME1588  NGVD 29 (??/??/92)  237.426  (m)          778.96   (f) ADJ UNCH    2 0
 ME1588
 ME1588.Superseded values are not recommended for survey control.
 ME1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1588.See file dsdata.txt to determine how the superseded data were derived.
 ME1588
 ME1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL367880(NAD 83)
 ME1588_MARKER: DR = REFERENCE MARK DISK
 ME1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1588_STAMPING: DUNLOP NO 2 1959
 ME1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1588+STABILITY: SURFACE MOTION
 ME1588
 ME1588  HISTORY     - Date     Condition        Report By
 ME1588  HISTORY     - 1959     MONUMENTED       CGS
 ME1588  HISTORY     - 1967     GOOD             NGS
 ME1588
 ME1588                          STATION DESCRIPTION
 ME1588
 ME1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1588'3 MI NW FROM MONEE.
 ME1588'ABOUT 1.7 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1588'WITH WEST MAIN STREET IN MONEE, THENCE 1.3 MILES WEST ALONG A
 ME1588'GRAVEL ROAD, ABOUT MIDWAY BETWEEN A DRIVEWAY NORTH TO A FARM
 ME1588'HOUSE AND A DRIVEWAY SOUTH TO A FARM HOUSE, 25 FEET NORTH OF THE
 ME1588'CENTER LINE OF THE ROAD, 33 1/2 FEET WEST OF A FENCE CORNER, 73
 ME1588'FEET WEST OF A TELEPONE POLE, 56 FEET NORTH-NORTHWEST AND ACROSS
 ME1588'THE ROAD FROM POWER POLE NUMBER 113557, 2 1/2 FEET EAST OF A
 ME1588'CONCRETE POST MARKING A GAS MAIN LINE, 34.9 FEET WEST OF A METAL
 ME1588'WITNESS POST, 37.3 FEET WEST OF TRIANGULATION STATION DUNLOP,
 ME1588'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 ME1588'CONCRETE POST PROJECTING 4 INCHES.
 ME1588
 ME1588                          STATION RECOVERY (1967)
 ME1588
 ME1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2306 ***********************************************************************
 LB2306  DESIGNATION -  DUNN
 LB2306  PID         -  LB2306
 LB2306  STATE/COUNTY-  IL/IROQUOIS
 LB2306  USGS QUAD   -  STOCKLAND (1964)
 LB2306
 LB2306                         *CURRENT SURVEY CONTROL
 LB2306  ___________________________________________________________________
 LB2306* NAD 83(1997)-  40 31 57.73224(N)    087 31 35.02801(W)     ADJUSTED  
 LB2306* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 LB2306  ___________________________________________________________________
 LB2306  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 LB2306  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LB2306
 LB2306  HORZ ORDER  -  THIRD
 LB2306
 LB2306.The horizontal coordinates were established by classical geodetic methods
 LB2306.and adjusted by the National Geodetic Survey in October 1999..
 LB2306
 LB2306.The orthometric height was scaled from a topographic map.
 LB2306
 LB2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2306
 LB2306.The geoid height was determined by GEOID03.
 LB2306
 LB2306;                    North         East     Units Scale Factor Converg.
 LB2306;SPC IL E     -   429,462.977   368,367.636   MT  1.00003251   +0 31 28.0
 LB2306;SPC IL E     - 1,408,996.45  1,208,552.82   sFT  1.00003251   +0 31 28.0
 LB2306;SPC IN W     -   586,761.246   862,461.948   MT  0.99998400   -0 17 16.6
 LB2306;SPC IN W     - 1,925,065.85  2,829,593.91   sFT  0.99998400   -0 17 16.6
 LB2306;UTM  16      - 4,487,017.909   455,417.948   MT  0.99962446   -0 20 31.6
 LB2306
 LB2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2306!SPC IL E     -   0.99996661  x   1.00003251  =   0.99999912
 LB2306!SPC IN W     -   0.99996661  x   0.99998400  =   0.99995061
 LB2306!UTM  16      -   0.99996661  x   0.99962446  =   0.99959108
 LB2306
 LB2306|---------------------------------------------------------------------|
 LB2306| PID    Reference Object                     Distance      Geod. Az  |
 LB2306|                                                           dddmmss.s |
 LB2306| CM3443 DUNN RM 1                            25.235 METERS 03905     |
 LB2306| LB2174 DUNNINGTON ST MARYS CATH CH         APPROX. 4.7 KM 0410449.5 |
 LB2306| CM3444 DUNN RM 2                            22.287 METERS 13337     |
 LB2306| LB2242 AMBIA MUNICIPAL TANK                APPROX. 4.8 KM 1731040.4 |
 LB2306| CM3442 DUNN AZ MK                                         1773011.0 |
 LB2306|---------------------------------------------------------------------|
 LB2306
 LB2306                          SUPERSEDED SURVEY CONTROL
 LB2306
 LB2306  NAD 83(1997)-  40 31 57.73237(N)    087 31 35.02836(W) AD(       ) 3
 LB2306  NAD 83(1986)-  40 31 57.74087(N)    087 31 35.03629(W) AD(       ) 3
 LB2306  NAD 27      -  40 31 57.60890(N)    087 31 34.95500(W) AD(       ) 3
 LB2306
 LB2306.Superseded values are not recommended for survey control.
 LB2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2306.See file dsdata.txt to determine how the superseded data were derived.
 LB2306
 LB2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5541887018(NAD 83)
 LB2306_MARKER: DS = TRIANGULATION STATION DISK
 LB2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2306
 LB2306  HISTORY     - Date     Condition        Report By
 LB2306  HISTORY     - 1955     MONUMENTED       CGS
 LB2306
 LB2306                          STATION DESCRIPTION
 LB2306
 LB2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2306'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF HOOPESTON, 7-1/2 MILES
 LB2306'WEST OF BOSWELL AND 3 MILES NORTH OF AMBIA ON THE WEST SIDE OF THE
 LB2306'ILLINOIS-INDIANA STATE LINE ROAD AND ON ROAD RIGHT-OF-WAY.  IT IS
 LB2306'31 FEET WEST OF THE CENTER OF STATE LINE ROAD AND 29 FEET SOUTH OF
 LB2306'A WHITE WITNESS POST AND FENCE CORNER.  THE MARK IS FLUSH AND
 LB2306'THE DISK IS STAMPED DUNN 1955.
 LB2306'
 LB2306'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF STATE LINE ROAD
 LB2306'AND 1 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 LB2306'DISK IS STAMPED DUNN NO 1 1955.
 LB2306'
 LB2306'REFERENCE MARK NO. 2 IS 22 FEET EAST OF THE CENTER OF STATE LINE ROAD
 LB2306'AND 1 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE
 LB2306'DISK IS STAMPED DUNN NO 2 1955.
 LB2306'
 LB2306'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF STATE LINE ROAD,
 LB2306'9 FEET SOUTH OF THE CENTER OF FARM ROAD INTO FIELD, 4 FEET NORTH OF
 LB2306'A WHITE WITNESS POST AND 1 FOOT WEST OF GATE POST AND FENCE LINE.
 LB2306'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DUNN 1955.
 LB2306'
 LB2306'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 41 AND STATE
 LB2306'HIGHWAY 352 IN BOSWELL, GO WEST ON STATE HIGHWAY 352 FOR 6.8 MILES
 LB2306'TO POINT WHERE 352 TURNS SOUTH, CONTINUE STRAIGHT AHEAD WEST ON
 LB2306'GRAVELED ROAD FOR 0.95 MILE TO T-ROAD INTERSECTION (STATE LINE
 LB2306'ROAD), TURN RIGHT AND GO NORTH ON STATE LINE ROAD FOR 0.65 MILE
 LB2306'TO THE AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED.  CONTINUE
 LB2306'NORTH ON STATE LINE ROAD FOR 0.25 MILE TO THE STATION ON THE WEST
 LB2306'SIDE AS DESCRIBED.
 LB2306'
 LB2306'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2819 ***********************************************************************
 AJ2819  DESIGNATION -  DUP20 1A
 AJ2819  PID         -  AJ2819
 AJ2819  STATE/COUNTY-  IL/DU PAGE
 AJ2819  USGS QUAD   -  WEST CHICAGO (1993)
 AJ2819
 AJ2819                         *CURRENT SURVEY CONTROL
 AJ2819  ___________________________________________________________________
 AJ2819* NAD 83(1997)-  41 58 29.56678(N)    088 07 33.75332(W)     ADJUSTED  
 AJ2819* NAVD 88     -       240.0    (meters)     787.     (feet)  GPS OBS   
 AJ2819  ___________________________________________________________________
 AJ2819  X           -     155,297.180 (meters)                     COMP
 AJ2819  Y           -  -4,746,479.246 (meters)                     COMP
 AJ2819  Z           -   4,243,668.078 (meters)                     COMP
 AJ2819  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AJ2819  ELLIP HEIGHT-         206.59  (meters)          (04/23/01) GPS OBS
 AJ2819  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AJ2819
 AJ2819  HORZ ORDER  -  FIRST
 AJ2819  ELLP ORDER  -  THIRD     CLASS I
 AJ2819
 AJ2819.The horizontal coordinates were established by GPS observations
 AJ2819.and adjusted by the National Geodetic Survey in April 2001..
 AJ2819
 AJ2819.The orthometric height was determined by GPS observations and a
 AJ2819.high-resolution geoid model.
 AJ2819
 AJ2819.Photographs are available for this station.
 AJ2819
 AJ2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2819
 AJ2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2819
 AJ2819.The ellipsoidal height was determined by GPS observations
 AJ2819.and is referenced to NAD 83.
 AJ2819
 AJ2819.The geoid height was determined by GEOID03.
 AJ2819
 AJ2819;                    North         East     Units Scale Factor Converg.
 AJ2819;SPC IL E     -   589,333.272   317,180.524   MT  0.99997863   +0 08 19.1
 AJ2819;SPC IL E     - 1,933,504.24  1,040,616.44   sFT  0.99997863   +0 08 19.1
 AJ2819;UTM  16      - 4,647,600.321   406,706.517   MT  0.99970710   -0 45 11.4
 AJ2819
 AJ2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2819!SPC IL E     -   0.99996760  x   0.99997863  =   0.99994623
 AJ2819!UTM  16      -   0.99996760  x   0.99970710  =   0.99967471
 AJ2819
 AJ2819:                Primary Azimuth Mark                     Grid Az
 AJ2819:SPC IL E     -  DUP20 1B                                 119 43 04.4
 AJ2819:UTM  16      -  DUP20 1B                                 120 36 34.9
 AJ2819
 AJ2819|---------------------------------------------------------------------|
 AJ2819| PID    Reference Object                     Distance      Geod. Az  |
 AJ2819|                                                           dddmmss.s |
 AJ2819| AJ2820 DUP20 1B                            APPROX. 0.9 KM 1195123.5 |
 AJ2819|---------------------------------------------------------------------|
 AJ2819
 AJ2819                          SUPERSEDED SURVEY CONTROL
 AJ2819
 AJ2819.No superseded survey control is available for this station.
 AJ2819
 AJ2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0670747600(NAD 83)
 AJ2819_MARKER: I = METAL ROD
 AJ2819_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2819_STAMPING: DUP20-1A
 AJ2819_MARK LOGO: ILDT  
 AJ2819_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2819_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2819+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2000
 AJ2819_ROD/PIPE-DEPTH:  3.7 meters
 AJ2819_SLEEVE-DEPTH  :  0.9 meters
 AJ2819
 AJ2819  HISTORY     - Date     Condition        Report By
 AJ2819  HISTORY     - 20000608 MONUMENTED       SECI
 AJ2819
 AJ2819                          STATION DESCRIPTION
 AJ2819
 AJ2819'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2819'STATION IS LOCATED WITHIN THE CITY OF HANOVER PARK APPROXIMATELY
 AJ2819'1.4 MI SOUTHWEST OF ROSELLE, 2.7 MI NORTHWEST OF BLOOMINGDALE IN
 AJ2819'SECTION 8, T40N, R10E.  TO REACH FROM THE JUNCTION OF INTERSTATE RT
 AJ2819'355 AND US RT 20 PROCEED WEST ON US RT 20 FOR APPROXIMATELY 4.4 MI
 AJ2819'TO THE STATION LOCATED 29 FT SOUTH OF CENTERLINE OF US RT 20
 AJ2819'EASTBOUND.  STATION IS LOCATED 0.4 MI WEST OF GARY AVE, 140 FT EAST
 AJ2819'OF GREEN VALLEY GOLF RANGE WEST ENTRANCE, 85 FT WEST OF GREEN
 AJ2819'VALLEY GOLF RANGE EAST ENTRANCE, 172 FT EAST OF POWERPOLE (PP),
 AJ2819'23.5 FT EAST OF PP, 84 FT NORTHWEST OF 12 IN PINE TREE, 77 FT WEST OF
 AJ2819'LIGHTPOLE, AND 23.5 FT EAST OF ORANGE FIBERGLASS WITNESS POST.
 AJ2819'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2819'POINT IS 0.60 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2819'(MH)
 AJ2819' 
 AJ2819' 
 AJ2819'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2820 ***********************************************************************
 AJ2820  DESIGNATION -  DUP20 1B
 AJ2820  PID         -  AJ2820
 AJ2820  STATE/COUNTY-  IL/DU PAGE
 AJ2820  USGS QUAD   -  LOMBARD (1993)
 AJ2820
 AJ2820                         *CURRENT SURVEY CONTROL
 AJ2820  ___________________________________________________________________
 AJ2820* NAD 83(1997)-  41 58 14.58568(N)    088 06 58.78389(W)     ADJUSTED  
 AJ2820* NAVD 88     -       242.6    (meters)     796.     (feet)  GPS OBS   
 AJ2820  ___________________________________________________________________
 AJ2820  X           -     156,112.104 (meters)                     COMP
 AJ2820  Y           -  -4,746,763.754 (meters)                     COMP
 AJ2820  Z           -   4,243,326.169 (meters)                     COMP
 AJ2820  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AJ2820  ELLIP HEIGHT-         209.20  (meters)          (04/23/01) GPS OBS
 AJ2820  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AJ2820
 AJ2820  HORZ ORDER  -  FIRST
 AJ2820  ELLP ORDER  -  THIRD     CLASS I
 AJ2820
 AJ2820.The horizontal coordinates were established by GPS observations
 AJ2820.and adjusted by the National Geodetic Survey in April 2001..
 AJ2820
 AJ2820.The orthometric height was determined by GPS observations and a
 AJ2820.high-resolution geoid model.
 AJ2820
 AJ2820.Photographs are available for this station.
 AJ2820
 AJ2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2820
 AJ2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2820
 AJ2820.The ellipsoidal height was determined by GPS observations
 AJ2820.and is referenced to NAD 83.
 AJ2820
 AJ2820.The geoid height was determined by GEOID03.
 AJ2820
 AJ2820;                    North         East     Units Scale Factor Converg.
 AJ2820;SPC IL E     -   588,873.057   317,986.781   MT  0.99997898   +0 08 42.4
 AJ2820;SPC IL E     - 1,931,994.35  1,043,261.63   sFT  0.99997898   +0 08 42.4
 AJ2820;UTM  16      - 4,647,127.742   407,505.297   MT  0.99970527   -0 44 47.8
 AJ2820
 AJ2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2820!SPC IL E     -   0.99996719  x   0.99997898  =   0.99994617
 AJ2820!UTM  16      -   0.99996719  x   0.99970527  =   0.99967247
 AJ2820
 AJ2820:                Primary Azimuth Mark                     Grid Az
 AJ2820:SPC IL E     -  DUP20 1A                                 299 43 04.5
 AJ2820:UTM  16      -  DUP20 1A                                 300 36 34.7
 AJ2820
 AJ2820|---------------------------------------------------------------------|
 AJ2820| PID    Reference Object                     Distance      Geod. Az  |
 AJ2820|                                                           dddmmss.s |
 AJ2820| AJ2819 DUP20 1A                            APPROX. 0.9 KM 2995146.9 |
 AJ2820|---------------------------------------------------------------------|
 AJ2820
 AJ2820                          SUPERSEDED SURVEY CONTROL
 AJ2820
 AJ2820.No superseded survey control is available for this station.
 AJ2820
 AJ2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0750547128(NAD 83)
 AJ2820_MARKER: I = METAL ROD
 AJ2820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2820_STAMPING: DUP20-1B
 AJ2820_MARK LOGO: ILDT  
 AJ2820_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2820_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2820+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2000
 AJ2820_ROD/PIPE-DEPTH:  3.7 meters
 AJ2820_SLEEVE-DEPTH  :  0.9 meters
 AJ2820
 AJ2820  HISTORY     - Date     Condition        Report By
 AJ2820  HISTORY     - 20000608 MONUMENTED       SECI
 AJ2820
 AJ2820                          STATION DESCRIPTION
 AJ2820
 AJ2820'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2820'STATION IS LOCATED WITHIN THE CITY OF ROSELLE, 2.1
 AJ2820'MI NORTHWEST OF BLOOMINGDALE IN SECTION 8, T40N, R10E.  TO REACH
 AJ2820'FROM THE JUNCTION OF INTERSTATE RT 355 AND US RT 20 PROCEED WEST
 AJ2820'ON US RT 20 FOR APPROXIMATELY 4.0 MI TO THE STATION LOCATED 42 FT
 AJ2820'FROM THE CENTERLINE OF US RT 20 WESTBOUND.  STATION IS LOCATED
 AJ2820'0.15 MI EAST OF GARY AVE, 0.1 MI WEST OF BRYN MAWR RD, 145 FT EAST OF
 AJ2820'ENTRANCE TO STAN'S SERVICE ON SOUTHSIDE OF US RT 20, 95 FT WEST OF
 AJ2820'ENTRANCE TO BRENNAN'S ON SOUTHSIDE OF US RT 20, 202 FT NORTHEAST
 AJ2820'OF POWERPOLE (PP), 113 FT NORTH OF PP, 174 FT NORTHWEST OF PP, 13 FT
 AJ2820'SOUTH OF FIRE HYDRANT, AND 13.0 FT SOUTH OF ORANGE FIBERGLASS
 AJ2820'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2820'CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2820'PHYSICAL TIES.  (MH)
 AJ2820' 
 AJ2820' 
 AJ2820' 
 AJ2820'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2791 ***********************************************************************
 AJ2791  DESIGNATION -  DUP34 1A
 AJ2791  PID         -  AJ2791
 AJ2791  STATE/COUNTY-  IL/DU PAGE
 AJ2791  USGS QUAD   -  WHEATON (1993)
 AJ2791
 AJ2791                         *CURRENT SURVEY CONTROL
 AJ2791  ___________________________________________________________________
 AJ2791* NAD 83(1997)-  41 47 58.94076(N)    088 05 28.56981(W)     ADJUSTED  
 AJ2791* NAVD 88     -       224.0    (meters)     735.     (feet)  GPS OBS   
 AJ2791  ___________________________________________________________________
 AJ2791  X           -     158,610.128 (meters)                     COMP
 AJ2791  Y           -  -4,759,356.193 (meters)                     COMP
 AJ2791  Z           -   4,229,172.306 (meters)                     COMP
 AJ2791  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AJ2791  ELLIP HEIGHT-         190.78  (meters)          (04/23/01) GPS OBS
 AJ2791  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AJ2791
 AJ2791  HORZ ORDER  -  FIRST
 AJ2791  ELLP ORDER  -  THIRD     CLASS I
 AJ2791
 AJ2791.The horizontal coordinates were established by GPS observations
 AJ2791.and adjusted by the National Geodetic Survey in April 2001..
 AJ2791
 AJ2791.The orthometric height was determined by GPS observations and a
 AJ2791.high-resolution geoid model.
 AJ2791
 AJ2791.Photographs are available for this station.
 AJ2791
 AJ2791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2791
 AJ2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2791
 AJ2791.The ellipsoidal height was determined by GPS observations
 AJ2791.and is referenced to NAD 83.
 AJ2791
 AJ2791.The geoid height was determined by GEOID03.
 AJ2791
 AJ2791;                    North         East     Units Scale Factor Converg.
 AJ2791;SPC IL E     -   569,884.542   320,117.455   MT  0.99997998   +0 09 40.8
 AJ2791;SPC IL E     - 1,869,696.20  1,050,252.02   sFT  0.99997998   +0 09 40.8
 AJ2791;UTM  16      - 4,628,113.669   409,340.182   MT  0.99970114   -0 43 38.7
 AJ2791
 AJ2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2791!SPC IL E     -   0.99997008  x   0.99997998  =   0.99995006
 AJ2791!UTM  16      -   0.99997008  x   0.99970114  =   0.99967123
 AJ2791
 AJ2791:                Primary Azimuth Mark                     Grid Az
 AJ2791:SPC IL E     -  DUP34 1B                                 083 26 58.8
 AJ2791:UTM  16      -  DUP34 1B                                 084 20 18.3
 AJ2791
 AJ2791|---------------------------------------------------------------------|
 AJ2791| PID    Reference Object                     Distance      Geod. Az  |
 AJ2791|                                                           dddmmss.s |
 AJ2791| AJ2792 DUP34 1B                            APPROX. 1.0 KM 0833639.6 |
 AJ2791|---------------------------------------------------------------------|
 AJ2791
 AJ2791                          SUPERSEDED SURVEY CONTROL
 AJ2791
 AJ2791.No superseded survey control is available for this station.
 AJ2791
 AJ2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0934028114(NAD 83)
 AJ2791_MARKER: I = METAL ROD
 AJ2791_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2791_STAMPING: DUP34-1A
 AJ2791_MARK LOGO: ILDT  
 AJ2791_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2791_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2791+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 AJ2791_ROD/PIPE-DEPTH:  3.7 meters
 AJ2791_SLEEVE-DEPTH  :  0.9 meters
 AJ2791
 AJ2791  HISTORY     - Date     Condition        Report By
 AJ2791  HISTORY     - 20000608 MONUMENTED       SECI
 AJ2791  HISTORY     - 20040119 GOOD             INDIV
 AJ2791  HISTORY     - 20050716 GOOD             COMPDA
 AJ2791
 AJ2791                          STATION DESCRIPTION
 AJ2791
 AJ2791'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2791'STATION IS LOCATED WITHIN THE CITY OF LISLE  APPROXIMATELY 3.1 MI
 AJ2791'SOUTHEAST OF WARRENVILLE IN SECTION 9, T38N, R10E.  TO REACH FROM
 AJ2791'THE JUNCTION OF US RT 34 AND IL RT 53 PROCEED WEST ON US RT 34 FOR
 AJ2791'0.6 MI TO THE STATION LOCATED IN THE NORTHWEST CORNER OF
 AJ2791'INTERSECTION US RT 34 AND YACKLEY AVE.  STATION IS LOCATED 216 FT
 AJ2791'EAST OF ENTRANCE FOR FAMILY VIDEO, 182 FT SOUTHWEST OF POWERPOLE
 AJ2791'(PP), 150 FT NORTHWEST OF PP, 26 FT NORTH OF CATCH BASIN, 14 FT FROM
 AJ2791'EDGE OF CONRETE SIDEWALK, 11 FT SOUTHWEST OF LIGHTPOLE, AND 4 FT
 AJ2791'SOUTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM
 AJ2791'POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.55 FT BELOW CAP.  PK
 AJ2791'NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2791' 
 AJ2791' 
 AJ2791' 
 AJ2791' 
 AJ2791'
 AJ2791
 AJ2791                          STATION RECOVERY (2004)
 AJ2791
 AJ2791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ2791'RECOVERED AS DESCRIBED
 AJ2791
 AJ2791                          STATION RECOVERY (2005)
 AJ2791
 AJ2791'RECOVERY NOTE BY COMPASSDATA INC 2005 (JC)
 AJ2791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2792 ***********************************************************************
 AJ2792  DESIGNATION -  DUP34 1B
 AJ2792  PID         -  AJ2792
 AJ2792  STATE/COUNTY-  IL/DU PAGE
 AJ2792  USGS QUAD   -  WHEATON (1993)
 AJ2792
 AJ2792                         *CURRENT SURVEY CONTROL
 AJ2792  ___________________________________________________________________
 AJ2792* NAD 83(1997)-  41 48 02.59496(N)    088 04 44.92846(W)     ADJUSTED  
 AJ2792* NAVD 88     -       206.3    (meters)     677.     (feet)  GPS OBS   
 AJ2792  ___________________________________________________________________
 AJ2792  X           -     159,614.144 (meters)                     COMP
 AJ2792  Y           -  -4,759,234.227 (meters)                     COMP
 AJ2792  Z           -   4,229,244.550 (meters)                     COMP
 AJ2792  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AJ2792  ELLIP HEIGHT-         173.07  (meters)          (04/23/01) GPS OBS
 AJ2792  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AJ2792
 AJ2792  HORZ ORDER  -  FIRST
 AJ2792  ELLP ORDER  -  THIRD     CLASS I
 AJ2792
 AJ2792.The horizontal coordinates were established by GPS observations
 AJ2792.and adjusted by the National Geodetic Survey in April 2001..
 AJ2792
 AJ2792.The orthometric height was determined by GPS observations and a
 AJ2792.high-resolution geoid model.
 AJ2792
 AJ2792.Photographs are available for this station.
 AJ2792
 AJ2792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2792
 AJ2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2792
 AJ2792.The ellipsoidal height was determined by GPS observations
 AJ2792.and is referenced to NAD 83.
 AJ2792
 AJ2792.The geoid height was determined by GEOID03.
 AJ2792
 AJ2792;                    North         East     Units Scale Factor Converg.
 AJ2792;SPC IL E     -   570,000.189   321,124.607   MT  0.99998049   +0 10 09.9
 AJ2792;SPC IL E     - 1,870,075.62  1,053,556.31   sFT  0.99998049   +0 10 09.9
 AJ2792;UTM  16      - 4,628,213.652   410,348.725   MT  0.99969890   -0 43 09.6
 AJ2792
 AJ2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2792!SPC IL E     -   0.99997286  x   0.99998049  =   0.99995335
 AJ2792!UTM  16      -   0.99997286  x   0.99969890  =   0.99967176
 AJ2792
 AJ2792:                Primary Azimuth Mark                     Grid Az
 AJ2792:SPC IL E     -  DUP34 1A                                 263 26 58.8
 AJ2792:UTM  16      -  DUP34 1A                                 264 20 18.3
 AJ2792
 AJ2792|---------------------------------------------------------------------|
 AJ2792| PID    Reference Object                     Distance      Geod. Az  |
 AJ2792|                                                           dddmmss.s |
 AJ2792| AJ2791 DUP34 1A                            APPROX. 1.0 KM 2633708.7 |
 AJ2792|---------------------------------------------------------------------|
 AJ2792
 AJ2792                          SUPERSEDED SURVEY CONTROL
 AJ2792
 AJ2792.No superseded survey control is available for this station.
 AJ2792
 AJ2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1034928214(NAD 83)
 AJ2792_MARKER: I = METAL ROD
 AJ2792_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2792_STAMPING: DUP34-1B
 AJ2792_MARK LOGO: ILDT  
 AJ2792_PROJECTION: FLUSH
 AJ2792_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2792+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 AJ2792_ROD/PIPE-DEPTH:  3.7 meters
 AJ2792_SLEEVE-DEPTH  :  0.9 meters
 AJ2792
 AJ2792  HISTORY     - Date     Condition        Report By
 AJ2792  HISTORY     - 20000608 MONUMENTED       SECI
 AJ2792  HISTORY     - 20040119 GOOD             INDIV
 AJ2792
 AJ2792                          STATION DESCRIPTION
 AJ2792
 AJ2792'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2792'STATION IS LOCATED WITHIN THE CITY OF LISLE  APPROXIMATELY 3.6 MI
 AJ2792'SOUTHEAST OF WARRENVILLE IN SECTION 10, T38N, R10E.  TO REACH FROM
 AJ2792'THE JUNCTION OF US RT 34 AND IL RT 53 PROCEED WEST ON US RT 34 FOR
 AJ2792'400 FT TO THE STATION LOCATED 26 FT SOUTH OF CENTERLINE OF US RT 34
 AJ2792'EASTBOUND.  STATION IS LOCATED 133 FT EAST OF OFF-RAMP TO IL RT 53, 50
 AJ2792'FT WEST OF ON-RAMP TO US RT 34, 70 FT NORTHEAST OF CATCH BASIN
 AJ2792'WITH STEEL GRATE, 6 FT SOUTH OF EDGE-OF-PAVEMENT OF US RT 34
 AJ2792'EASTBOUND, AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.
 AJ2792'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2792'POINT IS 0.60 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2792'(MH)
 AJ2792' 
 AJ2792' 
 AJ2792'
 AJ2792
 AJ2792                          STATION RECOVERY (2004)
 AJ2792
 AJ2792'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ2792'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2800 ***********************************************************************
 AJ2800  DESIGNATION -  DUP38 1A
 AJ2800  PID         -  AJ2800
 AJ2800  STATE/COUNTY-  IL/DU PAGE
 AJ2800  USGS QUAD   -  WHEATON (1993)
 AJ2800
 AJ2800                         *CURRENT SURVEY CONTROL
 AJ2800  ___________________________________________________________________
 AJ2800* NAD 83(1997)-  41 51 34.59707(N)    088 03 08.94384(W)     ADJUSTED  
 AJ2800* NAVD 88     -       233.4    (meters)     766.     (feet)  GPS OBS   
 AJ2800  ___________________________________________________________________
 AJ2800  X           -     161,681.252 (meters)                     COMP
 AJ2800  Y           -  -4,754,819.670 (meters)                     COMP
 AJ2800  Z           -   4,234,136.446 (meters)                     COMP
 AJ2800  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AJ2800  ELLIP HEIGHT-         200.06  (meters)          (02/03/05) GPS OBS
 AJ2800  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AJ2800
 AJ2800  HORZ ORDER  -  FIRST
 AJ2800  ELLP ORDER  -  FOURTH    CLASS II
 AJ2800
 AJ2800.The horizontal coordinates were established by GPS observations
 AJ2800.and adjusted by the National Geodetic Survey in April 2001..
 AJ2800
 AJ2800.The orthometric height was determined by GPS observations and a
 AJ2800.high-resolution geoid model.
 AJ2800
 AJ2800.Photographs are available for this station.
 AJ2800
 AJ2800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2800
 AJ2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2800
 AJ2800.The ellipsoidal height was determined by GPS observations
 AJ2800.and is referenced to NAD 83.
 AJ2800
 AJ2800.The geoid height was determined by GEOID03.
 AJ2800
 AJ2800;                    North         East     Units Scale Factor Converg.
 AJ2800;SPC IL E     -   576,547.783   323,319.050   MT  0.99998169   +0 11 14.7
 AJ2800;SPC IL E     - 1,891,557.18  1,060,755.92   sFT  0.99998169   +0 11 14.7
 AJ2800;UTM  16      - 4,634,724.545   412,643.870   MT  0.99969390   -0 42 08.6
 AJ2800
 AJ2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2800!SPC IL E     -   0.99996862  x   0.99998169  =   0.99995031
 AJ2800!UTM  16      -   0.99996862  x   0.99969390  =   0.99966253
 AJ2800
 AJ2800:                Primary Azimuth Mark                     Grid Az
 AJ2800:SPC IL E     -  DUP38 1B                                 092 51 32.5
 AJ2800:UTM  16      -  DUP38 1B                                 093 44 55.8
 AJ2800
 AJ2800|---------------------------------------------------------------------|
 AJ2800| PID    Reference Object                     Distance      Geod. Az  |
 AJ2800|                                                           dddmmss.s |
 AJ2800| AJ2801 DUP38 1B                            APPROX. 0.8 KM 0930247.2 |
 AJ2800|---------------------------------------------------------------------|
 AJ2800
 AJ2800                          SUPERSEDED SURVEY CONTROL
 AJ2800
 AJ2800  ELLIP H (04/23/01)  200.08   (m)                       GP(       ) 3 1
 AJ2800
 AJ2800.Superseded values are not recommended for survey control.
 AJ2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2800.See file dsdata.txt to determine how the superseded data were derived.
 AJ2800
 AJ2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1264434725(NAD 83)
 AJ2800_MARKER: I = METAL ROD
 AJ2800_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2800_STAMPING: DUP38-1A
 AJ2800_MARK LOGO: ILDT  
 AJ2800_PROJECTION: FLUSH
 AJ2800_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2800+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AJ2800_ROD/PIPE-DEPTH:  7.9 meters
 AJ2800_SLEEVE-DEPTH  :  0.9 meters
 AJ2800
 AJ2800  HISTORY     - Date     Condition        Report By
 AJ2800  HISTORY     - 20000609 MONUMENTED       SECI
 AJ2800  HISTORY     - 20050705 GOOD             INDIV
 AJ2800
 AJ2800                          STATION DESCRIPTION
 AJ2800
 AJ2800'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2800'STATION IS LOCATED WITHIN THE CITY OF GLEN ELLYN, 2.4 MI
 AJ2800'SOUTHWEST OF LOMBARD IN SECTION 14, T39N, R10E.  STATION IS LOCATED
 AJ2800'IN THE NORTHEAST CORNER OF IL RT 38 OVERPASS OF IL RT 53 AND IN THE
 AJ2800'NORTHWEST CORNER OF INTERSECTION IL RT 38 AND BAKER HILL DR.
 AJ2800'STATION IS LOCATED 121 FT SOUTH OF POWERPOLE (PP), 12.6 FT
 AJ2800'NORTHWEST OF PP, 111 FT NORTH OF PP, 45 FT WEST OF CONCRETE
 AJ2800'SIDEWALK, 21 FT NORTH OF CONCRETE SIDEWALK, 38 FT WEST OF
 AJ2800'HANDHOLE, 23 FT NORTHWEST OF HANDHOLE, 5.2 FT EAST OF FENCE LINE
 AJ2800'AND 5 FT EAST OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ2800'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.75 FT BELOW
 AJ2800'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2800' 
 AJ2800' 
 AJ2800' 
 AJ2800'
 AJ2800
 AJ2800                          STATION RECOVERY (2005)
 AJ2800
 AJ2800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TBW)
 AJ2800'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2801 ***********************************************************************
 AJ2801  DESIGNATION -  DUP38 1B
 AJ2801  PID         -  AJ2801
 AJ2801  STATE/COUNTY-  IL/DU PAGE
 AJ2801  USGS QUAD   -  WHEATON (1993)
 AJ2801
 AJ2801                         *CURRENT SURVEY CONTROL
 AJ2801  ___________________________________________________________________
 AJ2801* NAD 83(1997)-  41 51 33.13396(N)    088 02 32.21050(W)     ADJUSTED  
 AJ2801* NAVD 88     -       209.2    (meters)     686.     (feet)  GPS OBS   
 AJ2801  ___________________________________________________________________
 AJ2801  X           -     162,528.443 (meters)                     COMP
 AJ2801  Y           -  -4,754,802.983 (meters)                     COMP
 AJ2801  Z           -   4,234,086.756 (meters)                     COMP
 AJ2801  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AJ2801  ELLIP HEIGHT-         175.98  (meters)          (04/23/01) GPS OBS
 AJ2801  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 AJ2801
 AJ2801  HORZ ORDER  -  FIRST
 AJ2801  ELLP ORDER  -  THIRD     CLASS I
 AJ2801
 AJ2801.The horizontal coordinates were established by GPS observations
 AJ2801.and adjusted by the National Geodetic Survey in April 2001..
 AJ2801
 AJ2801.The orthometric height was determined by GPS observations and a
 AJ2801.high-resolution geoid model.
 AJ2801
 AJ2801.Photographs are available for this station.
 AJ2801
 AJ2801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2801
 AJ2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2801
 AJ2801.The ellipsoidal height was determined by GPS observations
 AJ2801.and is referenced to NAD 83.
 AJ2801
 AJ2801.The geoid height was determined by GEOID03.
 AJ2801
 AJ2801;                    North         East     Units Scale Factor Converg.
 AJ2801;SPC IL E     -   576,505.465   324,166.424   MT  0.99998218   +0 11 39.2
 AJ2801;SPC IL E     - 1,891,418.35  1,063,536.01   sFT  0.99998218   +0 11 39.2
 AJ2801;UTM  16      - 4,634,669.089   413,490.240   MT  0.99969209   -0 41 44.0
 AJ2801
 AJ2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2801!SPC IL E     -   0.99997240  x   0.99998218  =   0.99995458
 AJ2801!UTM  16      -   0.99997240  x   0.99969209  =   0.99966450
 AJ2801
 AJ2801:                Primary Azimuth Mark                     Grid Az
 AJ2801:SPC IL E     -  DUP38 1A                                 272 51 32.5
 AJ2801:UTM  16      -  DUP38 1A                                 273 44 55.7
 AJ2801
 AJ2801|---------------------------------------------------------------------|
 AJ2801| PID    Reference Object                     Distance      Geod. Az  |
 AJ2801|                                                           dddmmss.s |
 AJ2801| AJ2800 DUP38 1A                            APPROX. 0.8 KM 2730311.7 |
 AJ2801|---------------------------------------------------------------------|
 AJ2801
 AJ2801                          SUPERSEDED SURVEY CONTROL
 AJ2801
 AJ2801.No superseded survey control is available for this station.
 AJ2801
 AJ2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1349034669(NAD 83)
 AJ2801_MARKER: I = METAL ROD
 AJ2801_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2801_STAMPING: DUP38-1B
 AJ2801_MARK LOGO: ILDT  
 AJ2801_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2801_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2801+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AJ2801_ROD/PIPE-DEPTH:  6.1 meters
 AJ2801_SLEEVE-DEPTH  :  0.9 meters
 AJ2801
 AJ2801  HISTORY     - Date     Condition        Report By
 AJ2801  HISTORY     - 20000609 MONUMENTED       SECI
 AJ2801  HISTORY     - 20050705 GOOD             INDIV
 AJ2801
 AJ2801                          STATION DESCRIPTION
 AJ2801
 AJ2801'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2801'STATION IS LOCATED WITHIN THE CITY OF GLEN ELLYN,
 AJ2801'2.1 MI SOUTHWEST OF LOMBARD IN SECTION 13, T39N, R10E.  STATION IS
 AJ2801'LOCATED IN THE SOUTHWEST CORNER OF JUNCTION INTERSTATE 355 AND
 AJ2801'IL RT 38.  STATION IS LOCATED 142 FT WEST OF INTERSTATE 355, 39 FT
 AJ2801'EAST
 AJ2801'OF INTERSTATE 355 ON-RAMP, 400 FT EAST OF POWERPOLE (PP), 264 FT
 AJ2801'SOUTHEAST OF PP, 288 FT NORTHEAST OF 12 IN ELM TREE, 39 FT
 AJ2801'SOUTHEAST OF HANDHOLE, 35 FT SOUTH-SOUTHEAST OF INLET, 27 FT
 AJ2801'SOUTH OF BACK-OF-CURB OF IL RT 38, AND 18 FT NORTHEAST OF ORANGE
 AJ2801'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2801'INCH LOGO CAP.  DATUM POINT IS 0.5 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ2801'WOOD PHYSICAL TIES.  (MH)
 AJ2801' 
 AJ2801' 
 AJ2801' 
 AJ2801' 
 AJ2801'
 AJ2801
 AJ2801                          STATION RECOVERY (2005)
 AJ2801
 AJ2801'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TBW)
 AJ2801'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2794 ***********************************************************************
 AJ2794  DESIGNATION -  DUP56 1A
 AJ2794  PID         -  AJ2794
 AJ2794  STATE/COUNTY-  IL/DU PAGE
 AJ2794  USGS QUAD   -  NAPERVILLE (1993)
 AJ2794
 AJ2794                         *CURRENT SURVEY CONTROL
 AJ2794  ___________________________________________________________________
 AJ2794* NAD 83(1997)-  41 49 15.00221(N)    088 12 46.54463(W)     ADJUSTED  
 AJ2794* NAVD 88     -       223.2    (meters)     732.     (feet)  GPS OBS   
 AJ2794  ___________________________________________________________________
 AJ2794  X           -     148,455.137 (meters)                     COMP
 AJ2794  Y           -  -4,758,117.986 (meters)                     COMP
 AJ2794  Z           -   4,230,921.025 (meters)                     COMP
 AJ2794  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AJ2794  ELLIP HEIGHT-         190.09  (meters)          (04/23/01) GPS OBS
 AJ2794  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AJ2794
 AJ2794  HORZ ORDER  -  FIRST
 AJ2794  ELLP ORDER  -  THIRD     CLASS I
 AJ2794
 AJ2794.The horizontal coordinates were established by GPS observations
 AJ2794.and adjusted by the National Geodetic Survey in April 2001..
 AJ2794
 AJ2794.The orthometric height was determined by GPS observations and a
 AJ2794.high-resolution geoid model.
 AJ2794
 AJ2794.Photographs are available for this station.
 AJ2794
 AJ2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2794
 AJ2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2794
 AJ2794.The ellipsoidal height was determined by GPS observations
 AJ2794.and is referenced to NAD 83.
 AJ2794
 AJ2794.The geoid height was determined by GEOID03.
 AJ2794
 AJ2794;                    North         East     Units Scale Factor Converg.
 AJ2794;SPC IL E     -   572,209.865   310,003.270   MT  0.99997623   +0 04 49.0
 AJ2794;SPC IL E     - 1,877,325.20  1,017,069.06   sFT  0.99997623   +0 04 49.0
 AJ2794;UTM  16      - 4,630,594.970   399,265.963   MT  0.99972487   -0 48 31.9
 AJ2794
 AJ2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2794!SPC IL E     -   0.99997019  x   0.99997623  =   0.99994642
 AJ2794!UTM  16      -   0.99997019  x   0.99972487  =   0.99969506
 AJ2794
 AJ2794:                Primary Azimuth Mark                     Grid Az
 AJ2794:SPC IL E     -  DUP56 1B                                 091 17 56.0
 AJ2794:UTM  16      -  DUP56 1B                                 092 11 16.9
 AJ2794
 AJ2794|---------------------------------------------------------------------|
 AJ2794| PID    Reference Object                     Distance      Geod. Az  |
 AJ2794|                                                           dddmmss.s |
 AJ2794| AJ2795 DUP56 1B                            APPROX. 0.8 KM 0912245.0 |
 AJ2794|---------------------------------------------------------------------|
 AJ2794
 AJ2794                          SUPERSEDED SURVEY CONTROL
 AJ2794
 AJ2794.No superseded survey control is available for this station.
 AJ2794
 AJ2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9926630595(NAD 83)
 AJ2794_MARKER: I = METAL ROD
 AJ2794_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2794_STAMPING: DUP56-1A
 AJ2794_MARK LOGO: ILDT  
 AJ2794_PROJECTION: FLUSH
 AJ2794_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2794+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 AJ2794_ROD/PIPE-DEPTH:  3.7 meters
 AJ2794_SLEEVE-DEPTH  :  0.9 meters
 AJ2794
 AJ2794  HISTORY     - Date     Condition        Report By
 AJ2794  HISTORY     - 20000607 MONUMENTED       SECI
 AJ2794
 AJ2794                          STATION DESCRIPTION
 AJ2794
 AJ2794'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2794'STATION IS LOCATED WITHIN THE CITY LIMITS OF WARRENVILLE IN SECTION
 AJ2794'33, T39N, R9E.  TO REACH FROM THE JUNCTION OF IL RT 56 AND IL RT 59
 AJ2794'PROCEED WEST ON IL RT 56 FOR 0.4 MI TO THE STATION LOCATED 23 FT
 AJ2794'NORTH OF EDGE-OF-PAVEMENT OF IL RT 56.  STATION IS LOCATED 300 FT
 AJ2794'WEST OF BRIGGS AVE, 72 FT EAST OF BITUMINOUS ENTRANCE, 155 FT
 AJ2794'NORTH OF POWERPOLE (PP), 96 FT SOUTHWEST OF PP, 76 FT SOUTHEAST OF
 AJ2794'PP, 69 FT NORTHWEST OF CITY OF WARRENVILLE SIGN, 22 FT SOUTH OF
 AJ2794'EDGE-OF-PAVEMENT OF FRONTAGE RD, AND 2 FT SOUTH OF ORANGE
 AJ2794'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2794'INCH LOGO CAP.  DATUM POINT IS 0.30 FT BELOW CAP.  PK NAILS WERE SET
 AJ2794'IN WOOD PHYSICAL TIES.  (MH)
 AJ2794' 
 AJ2794' 
 AJ2794' 
 AJ2794' 
 AJ2794' 
 AJ2794'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2795 ***********************************************************************
 AJ2795  DESIGNATION -  DUP56 1B
 AJ2795  PID         -  AJ2795
 AJ2795  STATE/COUNTY-  IL/DU PAGE
 AJ2795  USGS QUAD   -  NAPERVILLE (1993)
 AJ2795
 AJ2795                         *CURRENT SURVEY CONTROL
 AJ2795  ___________________________________________________________________
 AJ2795* NAD 83(1997)-  41 49 14.38432(N)    088 12 12.31380(W)     ADJUSTED  
 AJ2795* NAVD 88     -       218.4    (meters)     717.     (feet)  GPS OBS   
 AJ2795  ___________________________________________________________________
 AJ2795  X           -     149,245.059 (meters)                     COMP
 AJ2795  Y           -  -4,758,102.422 (meters)                     COMP
 AJ2795  Z           -   4,230,903.624 (meters)                     COMP
 AJ2795  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AJ2795  ELLIP HEIGHT-         185.30  (meters)          (04/23/01) GPS OBS
 AJ2795  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AJ2795
 AJ2795  HORZ ORDER  -  FIRST
 AJ2795  ELLP ORDER  -  THIRD     CLASS I
 AJ2795
 AJ2795.The horizontal coordinates were established by GPS observations
 AJ2795.and adjusted by the National Geodetic Survey in April 2001..
 AJ2795
 AJ2795.The orthometric height was determined by GPS observations and a
 AJ2795.high-resolution geoid model.
 AJ2795
 AJ2795.Photographs are available for this station.
 AJ2795
 AJ2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2795
 AJ2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2795
 AJ2795.The ellipsoidal height was determined by GPS observations
 AJ2795.and is referenced to NAD 83.
 AJ2795
 AJ2795.The geoid height was determined by GEOID03.
 AJ2795
 AJ2795;                    North         East     Units Scale Factor Converg.
 AJ2795;SPC IL E     -   572,191.953   310,793.277   MT  0.99997643   +0 05 11.9
 AJ2795;SPC IL E     - 1,877,266.43  1,019,660.94   sFT  0.99997643   +0 05 11.9
 AJ2795;UTM  16      - 4,630,564.808   400,055.397   MT  0.99972292   -0 48 09.0
 AJ2795
 AJ2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2795!SPC IL E     -   0.99997094  x   0.99997643  =   0.99994737
 AJ2795!UTM  16      -   0.99997094  x   0.99972292  =   0.99969387
 AJ2795
 AJ2795:                Primary Azimuth Mark                     Grid Az
 AJ2795:SPC IL E     -  DUP56 1A                                 271 17 56.0
 AJ2795:UTM  16      -  DUP56 1A                                 272 11 16.9
 AJ2795
 AJ2795|---------------------------------------------------------------------|
 AJ2795| PID    Reference Object                     Distance      Geod. Az  |
 AJ2795|                                                           dddmmss.s |
 AJ2795| AJ2794 DUP56 1A                            APPROX. 0.8 KM 2712307.9 |
 AJ2795|---------------------------------------------------------------------|
 AJ2795
 AJ2795                          SUPERSEDED SURVEY CONTROL
 AJ2795
 AJ2795.No superseded survey control is available for this station.
 AJ2795
 AJ2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0005530565(NAD 83)
 AJ2795_MARKER: I = METAL ROD
 AJ2795_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2795_STAMPING: DUP56-1B
 AJ2795_MARK LOGO: ILDT  
 AJ2795_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2795_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2795+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 AJ2795_ROD/PIPE-DEPTH:  3.7 meters
 AJ2795_SLEEVE-DEPTH  :  0.9 meters
 AJ2795
 AJ2795  HISTORY     - Date     Condition        Report By
 AJ2795  HISTORY     - 20000607 MONUMENTED       SECI
 AJ2795
 AJ2795                          STATION DESCRIPTION
 AJ2795
 AJ2795'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2795'STATION IS LOCATED WITHIN THE CITY LIMITS OF WARRENVILLE IN SECTION
 AJ2795'34, T39N, R9E.  STATION IS LOCATED IN THE NORTHEAST CORNER OF
 AJ2795'JUNCTION IL RT 56 AND IL RT 59.  STATION IS 29 FT NORTH OF
 AJ2795'EDGE-OF-PAVEMENT OF IL RT 56, 43 FT EAST OF EDGE-OF-PAVEMENT OF IL RT
 AJ2795'59, 160 FT EAST OF POWERPOLE (PP), 46 FT SOUTHEAST OF PP, 90 FT
 AJ2795'SOUTHWEST OF PP, 64 FT SOUTHWEST OF MANHOLE, 48 FT WEST FROM END
 AJ2795'OF GUARD RAIL, 46 FT SOUTH OF GAS VALVE, 36 FT EAST OF LIGHT POLE,
 AJ2795'AND 36 FT EAST OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ2795'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.55 FT BELOW
 AJ2795'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2795' 
 AJ2795' 
 AJ2795' 
 AJ2795' 
 AJ2795' 
 AJ2795' 
 AJ2795'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2812 ***********************************************************************
 AJ2812  DESIGNATION -  DUP64 1
 AJ2812  PID         -  AJ2812
 AJ2812  STATE/COUNTY-  IL/DU PAGE
 AJ2812  USGS QUAD   -  WEST CHICAGO (1993)
 AJ2812
 AJ2812                         *CURRENT SURVEY CONTROL
 AJ2812  ___________________________________________________________________
 AJ2812* NAD 83(1997)-  41 55 04.26365(N)    088 13 32.06730(W)     ADJUSTED  
 AJ2812* NAVD 88     -       230.8    (meters)     757.     (feet)  GPS OBS   
 AJ2812  ___________________________________________________________________
 AJ2812  X           -     147,182.481 (meters)                     COMP
 AJ2812  Y           -  -4,750,967.323 (meters)                     COMP
 AJ2812  Z           -   4,238,950.632 (meters)                     COMP
 AJ2812  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ2812  ELLIP HEIGHT-         197.57  (meters)          (02/03/05) GPS OBS
 AJ2812  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AJ2812
 AJ2812  HORZ ORDER  -  FIRST
 AJ2812  ELLP ORDER  -  FOURTH    CLASS II
 AJ2812
 AJ2812.The horizontal coordinates were established by GPS observations
 AJ2812.and adjusted by the National Geodetic Survey in April 2001..
 AJ2812
 AJ2812.The orthometric height was determined by GPS observations and a
 AJ2812.high-resolution geoid model.
 AJ2812
 AJ2812.Photographs are available for this station.
 AJ2812
 AJ2812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2812
 AJ2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2812
 AJ2812.The ellipsoidal height was determined by GPS observations
 AJ2812.and is referenced to NAD 83.
 AJ2812
 AJ2812.The geoid height was determined by GEOID03.
 AJ2812
 AJ2812;                    North         East     Units Scale Factor Converg.
 AJ2812;SPC IL E     -   582,983.961   308,939.173   MT  0.99997598   +0 04 19.2
 AJ2812;SPC IL E     - 1,912,673.21  1,013,577.94   sFT  0.99997598   +0 04 19.2
 AJ2812;UTM  16      - 4,641,381.596   398,369.566   MT  0.99972710   -0 49 07.8
 AJ2812
 AJ2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2812!SPC IL E     -   0.99996901  x   0.99997598  =   0.99994499
 AJ2812!UTM  16      -   0.99996901  x   0.99972710  =   0.99969612
 AJ2812
 AJ2812                          SUPERSEDED SURVEY CONTROL
 AJ2812
 AJ2812  ELLIP H (04/23/01)  197.60   (m)                       GP(       ) 3 1
 AJ2812
 AJ2812.Superseded values are not recommended for survey control.
 AJ2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2812.See file dsdata.txt to determine how the superseded data were derived.
 AJ2812
 AJ2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9837041382(NAD 83)
 AJ2812_MARKER: I = METAL ROD
 AJ2812_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2812_STAMPING: DUP64-1
 AJ2812_MARK LOGO: ILDT  
 AJ2812_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2812_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2812+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2000
 AJ2812_ROD/PIPE-DEPTH:  4.9 meters
 AJ2812_SLEEVE-DEPTH  :  0.9 meters
 AJ2812
 AJ2812  HISTORY     - Date     Condition        Report By
 AJ2812  HISTORY     - 20000609 MONUMENTED       SECI
 AJ2812
 AJ2812                          STATION DESCRIPTION
 AJ2812
 AJ2812'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2812'STATION IS LOCATED WITHIN THE CITY OF  WEST CHICAGO, 1.0 MI WEST OF
 AJ2812'LAKEWOOD IN SECTION 29, T40N, R9E.  TO REACH FROM THE JUNCTION OF IL
 AJ2812'RT 64 AND IL RT 59 PROCEED WEST ON IL RT 64 FOR APPROXIMATELY 0.8 MI
 AJ2812'TO THE STATION LOCATED 46 FT SOUTH OF CENTERLINE OF IL RT 64
 AJ2812'EASTBOUND.  STATION IS LOCATED 142 FT EAST OF ENTRANCE TO BUSH
 AJ2812'TRUCK RENTAL AND COX AUTOMATION SYSTEMS (ADDRESS 1240), 114 FT
 AJ2812'NORTHEAST OF POWERPOLE (PP), 42 FT NORTH OF PP, 91 FT NORTHWEST
 AJ2812'OF PP, 15 FT NORTHEAST OF MANHOLE, AND 15 FT NORTHEAST OF ORANGE
 AJ2812'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2812'INCH LOGO CAP.  DATUM POINT IS 0.65 FT BELOW CAP.  PK NAILS WERE SET
 AJ2812'IN WOOD PHYSICAL TIES. (WB)
 AJ2812' 
 AJ2812' 
 AJ2812' 
 AJ2812'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2808 ***********************************************************************
 AJ2808  DESIGNATION -  DUP64 2
 AJ2808  PID         -  AJ2808
 AJ2808  STATE/COUNTY-  IL/DU PAGE
 AJ2808  USGS QUAD   -  LOMBARD (1993)
 AJ2808
 AJ2808                         *CURRENT SURVEY CONTROL
 AJ2808  ___________________________________________________________________
 AJ2808* NAD 83(1997)-  41 54 07.10623(N)    088 06 00.45977(W)     ADJUSTED  
 AJ2808* NAVD 88     -       242.0    (meters)     794.     (feet)  GPS OBS   
 AJ2808  ___________________________________________________________________
 AJ2808  X           -     157,623.476 (meters)                     COMP
 AJ2808  Y           -  -4,751,819.238 (meters)                     COMP
 AJ2808  Z           -   4,237,645.589 (meters)                     COMP
 AJ2808  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AJ2808  ELLIP HEIGHT-         208.62  (meters)          (02/03/05) GPS OBS
 AJ2808  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AJ2808
 AJ2808  HORZ ORDER  -  FIRST
 AJ2808  ELLP ORDER  -  FOURTH    CLASS II
 AJ2808
 AJ2808.The horizontal coordinates were established by GPS observations
 AJ2808.and adjusted by the National Geodetic Survey in April 2001..
 AJ2808
 AJ2808.The orthometric height was determined by GPS observations and a
 AJ2808.high-resolution geoid model.
 AJ2808
 AJ2808.Photographs are available for this station.
 AJ2808
 AJ2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2808
 AJ2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2808
 AJ2808.The ellipsoidal height was determined by GPS observations
 AJ2808.and is referenced to NAD 83.
 AJ2808
 AJ2808.The geoid height was determined by GEOID03.
 AJ2808
 AJ2808;                    North         East     Units Scale Factor Converg.
 AJ2808;SPC IL E     -   581,241.200   319,350.411   MT  0.99997961   +0 09 20.7
 AJ2808;SPC IL E     - 1,906,955.50  1,047,735.47   sFT  0.99997961   +0 09 20.7
 AJ2808;UTM  16      - 4,639,477.708   408,749.725   MT  0.99970246   -0 44 05.2
 AJ2808
 AJ2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2808!SPC IL E     -   0.99996728  x   0.99997961  =   0.99994689
 AJ2808!UTM  16      -   0.99996728  x   0.99970246  =   0.99966975
 AJ2808
 AJ2808                          SUPERSEDED SURVEY CONTROL
 AJ2808
 AJ2808  ELLIP H (04/23/01)  208.64   (m)                       GP(       ) 3 1
 AJ2808
 AJ2808.Superseded values are not recommended for survey control.
 AJ2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2808.See file dsdata.txt to determine how the superseded data were derived.
 AJ2808
 AJ2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0875039478(NAD 83)
 AJ2808_MARKER: I = METAL ROD
 AJ2808_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2808_STAMPING: DUP64-2
 AJ2808_MARK LOGO: ILDT  
 AJ2808_PROJECTION: FLUSH
 AJ2808_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2808+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2005
 AJ2808_ROD/PIPE-DEPTH:  3.7 meters
 AJ2808_SLEEVE-DEPTH  :  0.9 meters
 AJ2808
 AJ2808  HISTORY     - Date     Condition        Report By
 AJ2808  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2808  HISTORY     - 20050526 GOOD             INDIV
 AJ2808
 AJ2808                          STATION DESCRIPTION
 AJ2808
 AJ2808'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2808'STATION IS LOCATED WITHIN THE VILLAGE OF CAROL STREAM, 1.8 MI
 AJ2808'SOUTHWEST OF GLENDALE HEIGHTS IN SECTION 4, T39N R10E.  TO REACH
 AJ2808'FROM THE JUNCTION OF IL RT 64 AND IL RT 53 PROCEED
 AJ2808'WEST ON IL RT 64 FOR APPROXIMATELY 3.6 MI TO THE STATION LOCATED
 AJ2808'24.6 FT SOUTH OF BACK OF CURB OF IL RT 64 EASTBOUND.  STATION IS
 AJ2808'LOCATED 350 FT EAST OF SCHMALE RD, 53 FT EAST OF CENTERLINE OF
 AJ2808'BITUMINOUS ENTRANCE TO PARKING LOT, 37.6 FT EAST OF BACK OF CURB OF
 AJ2808'ENTRANCE PARKING LOT, 18.6 FT NORTH OF BACK OF CURB OF BITUMINOUS
 AJ2808'PARKING LOT, 135 FT WEST OF POWERPOLE (PP), 32.6 FT EAST OF PP, 44 FT
 AJ2808'SOUTHWEST OF MANHOLE, AND 2 FT NORTH OF ORANGE FIBERGLASS
 AJ2808'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2808'CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2808'PHYSICAL TIES. (WB)
 AJ2808' 
 AJ2808' 
 AJ2808' 
 AJ2808' 
 AJ2808'
 AJ2808
 AJ2808                          STATION RECOVERY (2005)
 AJ2808
 AJ2808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TBW)
 AJ2808'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2782 ***********************************************************************
 AJ2782  DESIGNATION -  DUP83 1A
 AJ2782  PID         -  AJ2782
 AJ2782  STATE/COUNTY-  IL/DU PAGE
 AJ2782  USGS QUAD   -  SAG BRIDGE (1997)
 AJ2782
 AJ2782                         *CURRENT SURVEY CONTROL
 AJ2782  ___________________________________________________________________
 AJ2782* NAD 83(1997)-  41 44 31.46400(N)    087 56 39.71444(W)     ADJUSTED  
 AJ2782* NAVD 88     -       219.3    (meters)     719.     (feet)  GPS OBS   
 AJ2782  ___________________________________________________________________
 AJ2782  X           -     170,965.241 (meters)                     COMP
 AJ2782  Y           -  -4,763,191.904 (meters)                     COMP
 AJ2782  Z           -   4,224,394.937 (meters)                     COMP
 AJ2782  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AJ2782  ELLIP HEIGHT-         186.06  (meters)          (04/23/01) GPS OBS
 AJ2782  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AJ2782
 AJ2782  HORZ ORDER  -  FIRST
 AJ2782  ELLP ORDER  -  THIRD     CLASS I
 AJ2782
 AJ2782.The horizontal coordinates were established by GPS observations
 AJ2782.and adjusted by the National Geodetic Survey in April 2001..
 AJ2782
 AJ2782.The orthometric height was determined by GPS observations and a
 AJ2782.high-resolution geoid model.
 AJ2782
 AJ2782.Photographs are available for this station.
 AJ2782
 AJ2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2782
 AJ2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2782
 AJ2782.The ellipsoidal height was determined by GPS observations
 AJ2782.and is referenced to NAD 83.
 AJ2782
 AJ2782.The geoid height was determined by GEOID03.
 AJ2782
 AJ2782;                    North         East     Units Scale Factor Converg.
 AJ2782;SPC IL E     -   563,528.330   332,355.343   MT  0.99998788   +0 15 32.3
 AJ2782;SPC IL E     - 1,848,842.53  1,090,402.49   sFT  0.99998788   +0 15 32.3
 AJ2782;UTM  16      - 4,621,570.440   421,474.479   MT  0.99967588   -0 37 43.6
 AJ2782
 AJ2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2782!SPC IL E     -   0.99997082  x   0.99998788  =   0.99995870
 AJ2782!UTM  16      -   0.99997082  x   0.99967588  =   0.99964671
 AJ2782
 AJ2782:                Primary Azimuth Mark                     Grid Az
 AJ2782:SPC IL E     -  DUP83 1B                                 358 30 24.3
 AJ2782:UTM  16      -  DUP83 1B                                 359 23 40.2
 AJ2782
 AJ2782|---------------------------------------------------------------------|
 AJ2782| PID    Reference Object                     Distance      Geod. Az  |
 AJ2782|                                                           dddmmss.s |
 AJ2782| AJ2785 DUP83 1B                            APPROX. 1.5 KM 3584556.6 |
 AJ2782|---------------------------------------------------------------------|
 AJ2782
 AJ2782                          SUPERSEDED SURVEY CONTROL
 AJ2782
 AJ2782.No superseded survey control is available for this station.
 AJ2782
 AJ2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2147421570(NAD 83)
 AJ2782_MARKER: I = METAL ROD
 AJ2782_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2782_STAMPING: DUP83-1A
 AJ2782_MARK LOGO: ILDT  
 AJ2782_PROJECTION: FLUSH
 AJ2782_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2782+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AJ2782_ROD/PIPE-DEPTH:  3.7 meters
 AJ2782_SLEEVE-DEPTH  :  0.9 meters
 AJ2782
 AJ2782  HISTORY     - Date     Condition        Report By
 AJ2782  HISTORY     - 20000612 MONUMENTED       SECI
 AJ2782
 AJ2782                          STATION DESCRIPTION
 AJ2782
 AJ2782'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2782'STATION IS LOCATED WITHIN THE CITY OF WILLOWBROOK, 3.0
 AJ2782'MI SOUTHWEST OF BURR RIDGE IN SECTION 35, T38N, R11E.  STATION IS
 AJ2782'LOCATED IN THE GRASS MEDIAN JUST NORTH OF JUNCTION INTERSTATE 55
 AJ2782'AND IL RT 83.  STATION IS LOCATED 200 FT SOUTH OF I-55 JOLIET EXIT
 AJ2782'SIGN,
 AJ2782'87 FT SOUTH-SOUTHEAST OF NORTH END OF GUARDRAIL IN MEDIAN, 17 FT
 AJ2782'EAST OF GUARDRAIL IN MEDIAN, 23 FT NORTHEAST OF WEST CONCRETE
 AJ2782'OVERPASS WALL, 8 FT NORTH OF EAST CONCRETE OVERPASS WALL, AND 2
 AJ2782'FT NORTH OF ORANGE FIBERGLASS WITNESS POST IN MEDIAN.  NOTE -
 AJ2782'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.6
 AJ2782'FT BELOW CAP. (WB)
 AJ2782' 
 AJ2782' 
 AJ2782' 
 AJ2782' 
 AJ2782'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2785 ***********************************************************************
 AJ2785  DESIGNATION -  DUP83 1B
 AJ2785  PID         -  AJ2785
 AJ2785  STATE/COUNTY-  IL/DU PAGE
 AJ2785  USGS QUAD   -  HINSDALE (1993)
 AJ2785
 AJ2785                         *CURRENT SURVEY CONTROL
 AJ2785  ___________________________________________________________________
 AJ2785* NAD 83(1997)-  41 45 20.62486(N)    087 56 41.12900(W)     ADJUSTED  
 AJ2785* NAVD 88     -       221.9    (meters)     728.     (feet)  GPS OBS   
 AJ2785  ___________________________________________________________________
 AJ2785  X           -     170,896.422 (meters)                     COMP
 AJ2785  Y           -  -4,762,185.644 (meters)                     COMP
 AJ2785  Z           -   4,225,528.240 (meters)                     COMP
 AJ2785  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AJ2785  ELLIP HEIGHT-         188.59  (meters)          (04/23/01) GPS OBS
 AJ2785  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AJ2785
 AJ2785  HORZ ORDER  -  FIRST
 AJ2785  ELLP ORDER  -  THIRD     CLASS I
 AJ2785
 AJ2785.The horizontal coordinates were established by GPS observations
 AJ2785.and adjusted by the National Geodetic Survey in April 2001..
 AJ2785
 AJ2785.The orthometric height was determined by GPS observations and a
 AJ2785.high-resolution geoid model.
 AJ2785
 AJ2785.Photographs are available for this station.
 AJ2785
 AJ2785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2785
 AJ2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2785
 AJ2785.The ellipsoidal height was determined by GPS observations
 AJ2785.and is referenced to NAD 83.
 AJ2785
 AJ2785.The geoid height was determined by GEOID03.
 AJ2785
 AJ2785;                    North         East     Units Scale Factor Converg.
 AJ2785;SPC IL E     -   565,044.876   332,315.808   MT  0.99998785   +0 15 31.6
 AJ2785;SPC IL E     - 1,853,818.06  1,090,272.78   sFT  0.99998785   +0 15 31.6
 AJ2785;UTM  16      - 4,623,086.943   421,458.454   MT  0.99967591   -0 37 45.1
 AJ2785
 AJ2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2785!SPC IL E     -   0.99997042  x   0.99998785  =   0.99995827
 AJ2785!UTM  16      -   0.99997042  x   0.99967591  =   0.99964634
 AJ2785
 AJ2785:                Primary Azimuth Mark                     Grid Az
 AJ2785:SPC IL E     -  DUP83 1A                                 178 30 24.0
 AJ2785:UTM  16      -  DUP83 1A                                 179 23 40.7
 AJ2785
 AJ2785|---------------------------------------------------------------------|
 AJ2785| PID    Reference Object                     Distance      Geod. Az  |
 AJ2785|                                                           dddmmss.s |
 AJ2785| AJ2782 DUP83 1A                            APPROX. 1.5 KM 1784555.6 |
 AJ2785|---------------------------------------------------------------------|
 AJ2785
 AJ2785                          SUPERSEDED SURVEY CONTROL
 AJ2785
 AJ2785.No superseded survey control is available for this station.
 AJ2785
 AJ2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2145823087(NAD 83)
 AJ2785_MARKER: I = METAL ROD
 AJ2785_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2785_STAMPING: DUP83-1A
 AJ2785_MARK LOGO: ILDT  
 AJ2785_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2785_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2785+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AJ2785_ROD/PIPE-DEPTH:  3.7 meters
 AJ2785_SLEEVE-DEPTH  :  0.9 meters
 AJ2785
 AJ2785  HISTORY     - Date     Condition        Report By
 AJ2785  HISTORY     - 20000612 MONUMENTED       SECI
 AJ2785
 AJ2785                          STATION DESCRIPTION
 AJ2785
 AJ2785'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2785'STATION IS LOCATED WITHIN THE CITY LIMITS OF WILLOWBROOK, 1.5
 AJ2785'MI SOUTHWEST OF BURR RIDGE IN SECTION 26, T38N, R11E.  REACH FROM
 AJ2785'THE JUNCTION OF INTERSTATE 55 AND IL RT 83 PROCEED NORTH 0.9 MI TO
 AJ2785'STATION LOCATED IN THE GRASS MEDIAN NORTH OF THE  INTERSECTION
 AJ2785'FOR IL RT 83 AND 73RD ST.  STATION IS LOCATED 50 FT NORTH OF EDGE OF
 AJ2785'PAVEMENT OF 73RD ST, 27 FT WEST OF CENTERLINE OF IL RT 83
 AJ2785'NORTHBOUND, 38 FT EAST OF CENTERLINE OF IL RT 83 SOUTHBOUND, 12 FT
 AJ2785'EAST OF EDGE OF PAVEMENT OF SOUTHBOUND RT 83, 175 FT NORTHEAST
 AJ2785'OF POWERPOLE (PP), 77 FT WEST OF PP, 100 FT SOUTH OF CATCH BASIN, 41
 AJ2785'FT NORTH OF ONE WAY SIGN, AND 41 FT NORTH OF ORANGE FIBERGLASS
 AJ2785'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2785'CAP.  DATUM POINT IS 0.5 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2785'PHYSICAL TIES. (WB)
 AJ2785' 
 AJ2785' 
 AJ2785' 
 AJ2785' 
 AJ2785' 
 AJ2785'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2796 ***********************************************************************
 AJ2796  DESIGNATION -  DUP83 2
 AJ2796  PID         -  AJ2796
 AJ2796  STATE/COUNTY-  IL/DU PAGE
 AJ2796  USGS QUAD   -  HINSDALE (1993)
 AJ2796
 AJ2796                         *CURRENT SURVEY CONTROL
 AJ2796  ___________________________________________________________________
 AJ2796* NAD 83(1997)-  41 50 02.17183(N)    087 57 23.68796(W)     ADJUSTED  
 AJ2796* NAVD 88     -       211.7    (meters)     695.     (feet)  GPS OBS   
 AJ2796  ___________________________________________________________________
 AJ2796  X           -     169,707.127 (meters)                     COMP
 AJ2796  Y           -  -4,756,427.516 (meters)                     COMP
 AJ2796  Z           -   4,231,997.705 (meters)                     COMP
 AJ2796  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AJ2796  ELLIP HEIGHT-         178.41  (meters)          (04/23/01) GPS OBS
 AJ2796  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AJ2796
 AJ2796  HORZ ORDER  -  FIRST
 AJ2796  ELLP ORDER  -  THIRD     CLASS I
 AJ2796
 AJ2796.The horizontal coordinates were established by GPS observations
 AJ2796.and adjusted by the National Geodetic Survey in April 2001..
 AJ2796
 AJ2796.The orthometric height was determined by GPS observations and a
 AJ2796.high-resolution geoid model.
 AJ2796
 AJ2796.Photographs are available for this station.
 AJ2796
 AJ2796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2796
 AJ2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2796
 AJ2796.The ellipsoidal height was determined by GPS observations
 AJ2796.and is referenced to NAD 83.
 AJ2796
 AJ2796.The geoid height was determined by GEOID03.
 AJ2796
 AJ2796;                    North         East     Units Scale Factor Converg.
 AJ2796;SPC IL E     -   573,726.759   331,294.570   MT  0.99998705   +0 15 04.6
 AJ2796;SPC IL E     - 1,882,301.88  1,086,922.27   sFT  0.99998705   +0 15 04.6
 AJ2796;UTM  16      - 4,631,780.919   420,572.264   MT  0.99967763   -0 38 17.0
 AJ2796
 AJ2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2796!SPC IL E     -   0.99997202  x   0.99998705  =   0.99995907
 AJ2796!UTM  16      -   0.99997202  x   0.99967763  =   0.99964966
 AJ2796
 AJ2796                          SUPERSEDED SURVEY CONTROL
 AJ2796
 AJ2796.No superseded survey control is available for this station.
 AJ2796
 AJ2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2057231781(NAD 83)
 AJ2796_MARKER: I = METAL ROD
 AJ2796_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2796_STAMPING: DUP83-2
 AJ2796_MARK LOGO: ILDT  
 AJ2796_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2796_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2796+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2000
 AJ2796_ROD/PIPE-DEPTH:  3.0 meters
 AJ2796_SLEEVE-DEPTH  :  0.9 meters
 AJ2796
 AJ2796  HISTORY     - Date     Condition        Report By
 AJ2796  HISTORY     - 20000609 MONUMENTED       SECI
 AJ2796
 AJ2796                          STATION DESCRIPTION
 AJ2796
 AJ2796'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2796'STATION IS LOCATED WITHIN THE CITY OF OAK BROOK, 2.0 MI
 AJ2796'NORTH OF CLARENDON HILLS IN SECTION 26, T39N, R11E.  REACH FROM THE
 AJ2796'JUNCTION US RT 34 AND IL RT 83 PROCEED NORTH 1.5 MI TO STATION
 AJ2796'LOCATED 30 FT WEST OF BACK OF CURB OF IL RT 83 SOUTHBOUND.
 AJ2796'STATION IS LOCATED 0.8 MI SOUTH OF INTERSTATE 88, 0.1 MI NORTH OF OAK
 AJ2796'BROOK RD, 35.4 FT EAST OF CENTERLINE OF EXIT RAMP TO OAKBROOK RD,
 AJ2796'22 FT EAST OF EDGE-OF-PAVEMENT OF EXIT RAMP TO OAKBROOK RD, 113 FT
 AJ2796'NORTH OF 6 IN SPRUCE TREE, AND 2 FT NORTH OF ORANGE FIBERGLASS
 AJ2796'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2796'CAP.  DATUM POINT IS 0.6 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2796'PHYSICAL TIES. (WB)
 AJ2796' 
 AJ2796' 
 AJ2796' 
 AJ2796' 
 AJ2796'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0594 ***********************************************************************
 NH0594  DESIGNATION -  DUPAGE
 NH0594  PID         -  NH0594
 NH0594  STATE/COUNTY-  IL/WINNEBAGO
 NH0594  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0594
 NH0594                         *CURRENT SURVEY CONTROL
 NH0594  ___________________________________________________________________
 NH0594* NAD 83(1997)-  42 13 46.89451(N)    089 04 55.83281(W)     ADJUSTED  
 NH0594* NAVD 88     -       221.194  (meters)     725.70   (feet)  ADJUSTED  
 NH0594  ___________________________________________________________________
 NH0594  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 NH0594  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NH0594  DYNAMIC HT  -         221.123 (meters)     725.47  (feet)  COMP
 NH0594  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 NH0594
 NH0594  HORZ ORDER  -  SECOND
 NH0594  VERT ORDER  -  FIRST     CLASS II
 NH0594
 NH0594.The horizontal coordinates were established by classical geodetic methods
 NH0594.and adjusted by the National Geodetic Survey in October 1999..
 NH0594
 NH0594.The orthometric height was determined by differential leveling
 NH0594.and adjusted by the National Geodetic Survey in June 1991..
 NH0594
 NH0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0594
 NH0594.The geoid height was determined by GEOID03.
 NH0594
 NH0594.The dynamic height is computed by dividing the NAVD 88
 NH0594.geopotential number by the normal gravity value computed on the
 NH0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0594.degrees latitude (g = 980.6199 gals.).
 NH0594
 NH0594.The modeled gravity was interpolated from observed gravity values.
 NH0594
 NH0594;                    North         East     Units Scale Factor Converg.
 NH0594;SPC IL W     -   618,163.807   789,522.306   MT  1.00003975   +0 43 44.2
 NH0594;SPC IL W     - 2,028,092.42  2,590,291.10   sFT  1.00003975   +0 43 44.2
 NH0594;UTM  16      - 4,677,378.140   328,176.964   MT  0.99996327   -1 23 59.2
 NH0594
 NH0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0594!SPC IL W     -   0.99997053  x   1.00003975  =   1.00001027
 NH0594!UTM  16      -   0.99997053  x   0.99996327  =   0.99993380
 NH0594
 NH0594|---------------------------------------------------------------------|
 NH0594| PID    Reference Object                     Distance      Geod. Az  |
 NH0594|                                                           dddmmss.s |
 NH0594| CJ8077 DUPAGE RM                                          10451     |
 NH0594| NH0889 EDGAR                               APPROX. 1.9 KM 1793357.0 |
 NH0594| NH0590 DEWITT                              202.716 METERS 34253     |
 NH0594| NH1440 ROCKFORD SALEM LUTH CH SPIRE        APPROX. 2.3 KM 3585825.1 |
 NH0594|---------------------------------------------------------------------|
 NH0594
 NH0594                          SUPERSEDED SURVEY CONTROL
 NH0594
 NH0594  NAD 83(1997)-  42 13 46.89498(N)    089 04 55.83420(W) AD(       ) 2
 NH0594  NAD 83(1986)-  42 13 46.89375(N)    089 04 55.83537(W) AD(       ) 2
 NH0594  NAD 27      -  42 13 46.82270(N)    089 04 55.45440(W) AD(       ) 2
 NH0594  NGVD 29 (??/??/92)  221.256  (m)          725.90   (f) ADJ UNCH    1 2
 NH0594
 NH0594.Superseded values are not recommended for survey control.
 NH0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0594.See file dsdata.txt to determine how the superseded data were derived.
 NH0594
 NH0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2817777378(NAD 83)
 NH0594_MARKER: DS = TRIANGULATION STATION DISK
 NH0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0594_STAMPING: 725.904 DUPAGE 1920
 NH0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0594+STABILITY: SURFACE MOTION
 NH0594
 NH0594  HISTORY     - Date     Condition        Report By
 NH0594  HISTORY     - 1920     MONUMENTED       CGS
 NH0594  HISTORY     - 1954     GOOD             CGS
 NH0594  HISTORY     - 1960     GOOD             NGS
 NH0594  HISTORY     - 1972     GOOD             ILDT
 NH0594  HISTORY     - 1987     GOOD             USPSQD
 NH0594  HISTORY     - 19970321 GOOD             USPSQD
 NH0594
 NH0594                          STATION DESCRIPTION
 NH0594
 NH0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0594'STATION IS ABOUT 2-7/8 MILES S OF ROCKFORD, ON THE E SIDE OF
 NH0594'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 75 YARDS
 NH0594'S OF A WAGON-ROAD CROSSING, 50 YARDS N OF A SIGNAL TOWER,
 NH0594'35 YARDS S OF A SEMAPHORE SIGNAL, AND 4.94 METERS (16.21 FEET)
 NH0594'E OF THE E AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND
 NH0594'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0594'THE REFERENCE MARK IS
 NH0594'ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE, 9.80
 NH0594'METERS (32.15 FEET) FROM THE STATION, S 75 DEG 09 MIN E.
 NH0594'MIN.
 NH0594
 NH0594                          STATION RECOVERY (1954)
 NH0594
 NH0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0594'STATION MARK RECOVERED IN GOOD CONDITION, REFERENCE MARK
 NH0594'NOT FOUND.  THE 1920 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 NH0594'CHANGES AND ADDITION--
 NH0594'
 NH0594'OMIT SIGNAL TOWER WHICH IS GONE, AND SEMAPHORE SIGNAL ALSO
 NH0594'GONE.
 NH0594'
 NH0594'CHANGE WAGON ROAD TO BROOKE STREET.
 NH0594'
 NH0594'TO REACH THIS STATION FROM THE ST. EDWARDS SCHOOL IN THE S
 NH0594'PART OF ROCKFORD ON ELEVENTH STREET OR U.S. HIGHWAY 51, GO
 NH0594'W ON BROOKE STREET FOR 0.5 MI. TO A RAILROAD CROSSING AND THE
 NH0594'STATION TO THE LEFT.
 NH0594
 NH0594                          STATION RECOVERY (1960)
 NH0594
 NH0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0594'0.4 MI SE FROM ROCKFORD.
 NH0594'ABOUT 0.4 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 NH0594'QUINCY RAILROAD FROM THE CROSSING OF KISHWAUKEE STREET AT
 NH0594'ROCKFORD, IN S-2, R-1E, T-43N, 221 FEET SOUTH-SOUTHEAST OF THE
 NH0594'CENTER OF CROSSING OF BROOKE ROAD, 16.3 FEET EAST-NORTHEAST OF
 NH0594'THE EAST-NORTHEAST RAIL AND ON THE OUTSIDE OF A CURVE, ABOUT
 NH0594'IN LINE WITH THE EAST RAIL OF THE TRACK SOUTH, 59 FEET SOUTH
 NH0594'OF THE SECOND TELEPHONE POLE SOUTH OF THE CROSSING OF BROOKE
 NH0594'ROAD, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 NH0594'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 NH0594
 NH0594                          STATION RECOVERY (1972)
 NH0594
 NH0594'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RL)
 NH0594'DU PAGE 1920-GOOD
 NH0594
 NH0594                          STATION RECOVERY (1987)
 NH0594
 NH0594'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0594'RECOVERED IN GOOD CONDITION.
 NH0594
 NH0594                          STATION RECOVERY (1997)
 NH0594
 NH0594'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5355 ***********************************************************************
 DG5355  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5355  DESIGNATION -  DUPAGE CNTY 2 COOP CORS ARP
 DG5355  CORS_ID     -  DP2A
 DG5355  PID         -  DG5355
 DG5355  STATE/COUNTY-  IL/DU PAGE
 DG5355  USGS QUAD   -  ELMHURST (1997)
 DG5355
 DG5355                         *CURRENT SURVEY CONTROL
 DG5355  ___________________________________________________________________
 DG5355* NAD 83(CORS)-  41 54 01.33515(N)    087 57 55.21960(W)     ADJUSTED  
 DG5355* NAVD 88     -                                                        
 DG5355  ___________________________________________________________________
 DG5355  EPOCH DATE  -        2002.00
 DG5355  X           -     168,805.145 (meters)                     COMP
 DG5355  Y           -  -4,751,531.264 (meters)                     COMP
 DG5355  Z           -   4,237,492.535 (meters)                     COMP
 DG5355  ELLIP HEIGHT-         177.89  (meters)          (12/??/03) GPS OBS
 DG5355  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DG5355
 DG5355  HORZ ORDER  -  SPECIAL (CORS)
 DG5355  ELLP ORDER  -  SPECIAL (CORS)
 DG5355
 DG5355.ITRF positions are available for this station.
 DG5355.The coordinates were established by GPS observations
 DG5355.and adjusted by the National Geodetic Survey in December 2003..
 DG5355.The coordinates are valid at the epoch date displayed above.
 DG5355.The epoch date for horizontal control is a decimal equivalence
 DG5355.of Year/Month/Day.
 DG5355
 DG5355
 DG5355.The PID for the CORS L1 Phase Center is DG5356.
 DG5355
 DG5355.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5355
 DG5355.The ellipsoidal height was determined by GPS observations
 DG5355.and is referenced to NAD 83.
 DG5355
 DG5355.The geoid height was determined by GEOID03.
 DG5355
 DG5355;                    North         East     Units Scale Factor Converg.
 DG5355;SPC IL E     -   581,102.337   330,535.401   MT  0.99998647   +0 14 44.7
 DG5355;SPC IL E     - 1,906,499.92  1,084,431.56   sFT  0.99998647   +0 14 44.7
 DG5355
 DG5355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5355!SPC IL E     -   0.99997210  x   0.99998647  =   0.99995857
 DG5355
 DG5355                          SUPERSEDED SURVEY CONTROL
 DG5355
 DG5355.No superseded survey control is available for this station.
 DG5355
 DG5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1992839165(NAD 83)
 DG5355_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5355
 DG5355                          STATION DESCRIPTION
 DG5355
 DG5355'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DG5355'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5355'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5355'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5355'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5355'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5356 ***********************************************************************
 DG5356  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5356  DESIGNATION -  DUPAGE CNTY 2 COOP CORS L1 PHASE CENTER
 DG5356  CORS_ID     -  DP2A
 DG5356  PID         -  DG5356
 DG5356  STATE/COUNTY-  IL/DU PAGE
 DG5356  USGS QUAD   -  ELMHURST (1997)
 DG5356
 DG5356                         *CURRENT SURVEY CONTROL
 DG5356  ___________________________________________________________________
 DG5356* NAD 83(CORS)-  41 54 01.33523(N)    087 57 55.21954(W)     ADJUSTED  
 DG5356* NAVD 88     -                                                        
 DG5356  ___________________________________________________________________
 DG5356  EPOCH DATE  -        2002.00
 DG5356  X           -     168,805.149 (meters)                     COMP
 DG5356  Y           -  -4,751,531.344 (meters)                     COMP
 DG5356  Z           -   4,237,492.611 (meters)                     COMP
 DG5356  ELLIP HEIGHT-         178.00  (meters)          (12/??/03) GPS OBS
 DG5356  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DG5356
 DG5356  HORZ ORDER  -  SPECIAL (CORS)
 DG5356  ELLP ORDER  -  SPECIAL (CORS)
 DG5356
 DG5356.ITRF positions are available for this station.
 DG5356.The coordinates were established by GPS observations
 DG5356.and adjusted by the National Geodetic Survey in December 2003..
 DG5356.The coordinates are valid at the epoch date displayed above.
 DG5356.The epoch date for horizontal control is a decimal equivalence
 DG5356.of Year/Month/Day.
 DG5356
 DG5356
 DG5356.The PID for the CORS ARP is DG5355.
 DG5356
 DG5356.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5356
 DG5356.The ellipsoidal height was determined by GPS observations
 DG5356.and is referenced to NAD 83.
 DG5356
 DG5356.The geoid height was determined by GEOID03.
 DG5356
 DG5356;                    North         East     Units Scale Factor Converg.
 DG5356;SPC IL E     -   581,102.339   330,535.402   MT  0.99998647   +0 14 44.7
 DG5356;SPC IL E     - 1,906,499.92  1,084,431.56   sFT  0.99998647   +0 14 44.7
 DG5356
 DG5356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5356!SPC IL E     -   0.99997208  x   0.99998647  =   0.99995855
 DG5356
 DG5356                          SUPERSEDED SURVEY CONTROL
 DG5356
 DG5356.No superseded survey control is available for this station.
 DG5356
 DG5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1992839165(NAD 83)
 DG5356_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5356
 DG5356                          STATION DESCRIPTION
 DG5356
 DG5356'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5356'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG5356'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG5356'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG5356'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG5356'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8462 ***********************************************************************
 DF8462  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8462  DESIGNATION -  DUPAGE CNTY COOP CORS ARP
 DF8462  CORS_ID     -  DP1A
 DF8462  PID         -  DF8462
 DF8462  STATE/COUNTY-  IL/DU PAGE
 DF8462  USGS QUAD   -  NAPERVILLE (1993)
 DF8462
 DF8462                         *CURRENT SURVEY CONTROL
 DF8462  ___________________________________________________________________
 DF8462* NAD 83(CORS)-  41 52 02.54390(N)    088 08 33.64976(W)     ADJUSTED  
 DF8462* NAVD 88     -                                                        
 DF8462  ___________________________________________________________________
 DF8462  EPOCH DATE  -        2002.00
 DF8462  X           -     154,177.481 (meters)                     COMP
 DF8462  Y           -  -4,754,499.412 (meters)                     COMP
 DF8462  Z           -   4,234,784.216 (meters)                     COMP
 DF8462  ELLIP HEIGHT-         208.46  (meters)          (08/??/03) GPS OBS
 DF8462  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DF8462
 DF8462  HORZ ORDER  -  SPECIAL (CORS)
 DF8462  ELLP ORDER  -  SPECIAL (CORS)
 DF8462
 DF8462.ITRF positions are available for this station.
 DF8462.The coordinates were established by GPS observations
 DF8462.and adjusted by the National Geodetic Survey in August 2003..
 DF8462.The coordinates are valid at the epoch date displayed above.
 DF8462.The epoch date for horizontal control is a decimal equivalence
 DF8462.of Year/Month/Day.
 DF8462
 DF8462
 DF8462.The PID for the CORS L1 Phase Center is DG4815.
 DF8462
 DF8462.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8462
 DF8462.The ellipsoidal height was determined by GPS observations
 DF8462.and is referenced to NAD 83.
 DF8462
 DF8462.The geoid height was determined by GEOID03.
 DF8462
 DF8462;                    North         East     Units Scale Factor Converg.
 DF8462;SPC IL E     -   577,389.441   315,828.098   MT  0.99997808   +0 07 38.1
 DF8462;SPC IL E     - 1,894,318.52  1,036,179.35   sFT  0.99997808   +0 07 38.1
 DF8462
 DF8462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8462!SPC IL E     -   0.99996731  x   0.99997808  =   0.99994539
 DF8462
 DF8462                          SUPERSEDED SURVEY CONTROL
 DF8462
 DF8462.No superseded survey control is available for this station.
 DF8462
 DF8462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0516935682(NAD 83)
 DF8462_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8462
 DF8462                          STATION DESCRIPTION
 DF8462
 DF8462'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8462'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF8462'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF8462'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF8462'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF8462'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4815 ***********************************************************************
 DG4815  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4815  DESIGNATION -  DUPAGE CNTY COOP CORS L1 PHASE CENTER
 DG4815  CORS_ID     -  DP1A
 DG4815  PID         -  DG4815
 DG4815  STATE/COUNTY-  IL/DU PAGE
 DG4815  USGS QUAD   -  NAPERVILLE (1993)
 DG4815
 DG4815                         *CURRENT SURVEY CONTROL
 DG4815  ___________________________________________________________________
 DG4815* NAD 83(CORS)-  41 52 02.54398(N)    088 08 33.64971(W)     ADJUSTED  
 DG4815* NAVD 88     -                                                        
 DG4815  ___________________________________________________________________
 DG4815  EPOCH DATE  -        2002.00
 DG4815  X           -     154,177.485 (meters)                     COMP
 DG4815  Y           -  -4,754,499.492 (meters)                     COMP
 DG4815  Z           -   4,234,784.291 (meters)                     COMP
 DG4815  ELLIP HEIGHT-         208.57  (meters)          (08/??/03) GPS OBS
 DG4815  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DG4815
 DG4815  HORZ ORDER  -  SPECIAL (CORS)
 DG4815  ELLP ORDER  -  SPECIAL (CORS)
 DG4815
 DG4815.ITRF positions are available for this station.
 DG4815.The coordinates were established by GPS observations
 DG4815.and adjusted by the National Geodetic Survey in August 2003..
 DG4815.The coordinates are valid at the epoch date displayed above.
 DG4815.The epoch date for horizontal control is a decimal equivalence
 DG4815.of Year/Month/Day.
 DG4815
 DG4815
 DG4815.The PID for the CORS ARP is DF8462.
 DG4815
 DG4815.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4815
 DG4815.The ellipsoidal height was determined by GPS observations
 DG4815.and is referenced to NAD 83.
 DG4815
 DG4815.The geoid height was determined by GEOID03.
 DG4815
 DG4815;                    North         East     Units Scale Factor Converg.
 DG4815;SPC IL E     -   577,389.444   315,828.099   MT  0.99997808   +0 07 38.1
 DG4815;SPC IL E     - 1,894,318.53  1,036,179.35   sFT  0.99997808   +0 07 38.1
 DG4815
 DG4815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4815!SPC IL E     -   0.99996729  x   0.99997808  =   0.99994537
 DG4815
 DG4815                          SUPERSEDED SURVEY CONTROL
 DG4815
 DG4815.No superseded survey control is available for this station.
 DG4815
 DG4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0516935682(NAD 83)
 DG4815_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4815
 DG4815                          STATION DESCRIPTION
 DG4815
 DG4815'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4815'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4815'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4815'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4815'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4815'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7927 ***********************************************************************
 DF7927  CBN         -  This is a Cooperative Base Network Control Station.
 DF7927  DESIGNATION -  DUPAGE NORTH
 DF7927  PID         -  DF7927
 DF7927  STATE/COUNTY-  IL/DU PAGE
 DF7927  USGS QUAD   -  LOMBARD (1993)
 DF7927
 DF7927                         *CURRENT SURVEY CONTROL
 DF7927  ___________________________________________________________________
 DF7927* NAD 83(1997)-  41 59 00.15961(N)    088 05 24.56755(W)     ADJUSTED  
 DF7927* NAVD 88     -       247.4    (meters)     812.     (feet)  GPS OBS   
 DF7927  ___________________________________________________________________
 DF7927  X           -     158,249.058 (meters)                     COMP
 DF7927  Y           -  -4,745,755.499 (meters)                     COMP
 DF7927  Z           -   4,244,374.694 (meters)                     COMP
 DF7927  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DF7927  ELLIP HEIGHT-         213.93  (meters)          (09/15/03) GPS OBS
 DF7927  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DF7927
 DF7927  HORZ ORDER  -  A
 DF7927  ELLP ORDER  -  FOURTH    CLASS I
 DF7927
 DF7927.The horizontal coordinates were established by GPS observations
 DF7927.and adjusted by the National Geodetic Survey in September 2003..
 DF7927
 DF7927.The orthometric height was determined by GPS observations and a
 DF7927.high-resolution geoid model.
 DF7927
 DF7927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7927
 DF7927.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7927
 DF7927.The ellipsoidal height was determined by GPS observations
 DF7927.and is referenced to NAD 83.
 DF7927
 DF7927.The geoid height was determined by GEOID03.
 DF7927
 DF7927;                    North         East     Units Scale Factor Converg.
 DF7927;SPC IL E     -   590,284.967   320,152.036   MT  0.99998000   +0 09 45.6
 DF7927;SPC IL E     - 1,936,626.60  1,050,365.47   sFT  0.99998000   +0 09 45.6
 DF7927;UTM  16      - 4,648,505.398   409,691.660   MT  0.99970035   -0 43 45.4
 DF7927
 DF7927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7927!SPC IL E     -   0.99996645  x   0.99998000  =   0.99994645
 DF7927!UTM  16      -   0.99996645  x   0.99970035  =   0.99966681
 DF7927
 DF7927                          SUPERSEDED SURVEY CONTROL
 DF7927
 DF7927.No superseded survey control is available for this station.
 DF7927
 DF7927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0969248505(NAD 83)
 DF7927_MARKER: Z = SEE DESCRIPTION
 DF7927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7927_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7927+STABILITY: SURFACE MOTION
 DF7927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7927+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 DF7927
 DF7927  HISTORY     - Date     Condition        Report By
 DF7927  HISTORY     - 2002     MONUMENTED       MARCHE
 DF7927  HISTORY     - 20020826 GOOD             NGS
 DF7927
 DF7927                          STATION DESCRIPTION
 DF7927
 DF7927'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (PM)
 DF7927'STATION IS LOCATED IN ROSELLE IL
 DF7927'TO REACH THE STATION FROM THE INTERSECTION OF SCR 4 AND CENTRAL
 DF7927'AVENUE, ALSO
 DF7927'CALLED BUTTERFIELD ROAD, IN WARRENVILLE, IL, GO WEST ALONG AVE 0.5
 DF7927'MILE TO
 DF7927'MONACO DRIVE.  MARCHESE AND SON INC HEAD OFFICE IS LOCATED ON THE
 DF7927'NORTHEAST QUADRANT
 DF7927'OF THE INTERSECTION OD CENTRAL ROAD AND MONACO DRIVE. THE MARK IS
 DF7927'LOCATED ON ROOF OF
 DF7927'THE OFFICE BUILDING AT THE SOUTH EAST CORNER OF THE BUILDING.   ACCESS
 DF7927'TO THE STATION IS
 DF7927'RESTRICTED.  CALLPAUL MARCHESE AT (630) 8945680 FOR ADDITIONAL
 DF7927'INFORMATION.
 DF7927' 
 DF7927'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1087 ***********************************************************************
 JB1087  DESIGNATION -  DUQUOIN RM 2
 JB1087  PID         -  JB1087
 JB1087  STATE/COUNTY-  IL/PERRY
 JB1087  USGS QUAD   -  DU QUOIN (1975)
 JB1087
 JB1087                         *CURRENT SURVEY CONTROL
 JB1087  ___________________________________________________________________
 JB1087* NAD 83(1986)-  38 00 31.     (N)    089 13 51.     (W)     SCALED    
 JB1087* NAVD 88     -       140.138  (meters)     459.77   (feet)  ADJUSTED  
 JB1087  ___________________________________________________________________
 JB1087  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JB1087  DYNAMIC HT  -         140.045 (meters)     459.46  (feet)  COMP
 JB1087  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 JB1087
 JB1087  VERT ORDER  -  FIRST     CLASS I
 JB1087
 JB1087.The horizontal coordinates were scaled from a topographic map and have
 JB1087.an estimated accuracy of +/- 6 seconds.
 JB1087
 JB1087.The orthometric height was determined by differential leveling
 JB1087.and adjusted by the National Geodetic Survey in June 1991..
 JB1087
 JB1087.The geoid height was determined by GEOID03.
 JB1087
 JB1087.The dynamic height is computed by dividing the NAVD 88
 JB1087.geopotential number by the normal gravity value computed on the
 JB1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1087.degrees latitude (g = 980.6199 gals.).
 JB1087
 JB1087.The modeled gravity was interpolated from observed gravity values.
 JB1087
 JB1087;                    North         East    Units  Estimated Accuracy
 JB1087;SPC IL W     -   149,340.      782,180.      MT  (+/- 180 meters Scaled)
 JB1087
 JB1087                          SUPERSEDED SURVEY CONTROL
 JB1087
 JB1087  NGVD 29 (??/??/92)  140.230  (m)          460.07   (f) ADJ UNCH    1 1
 JB1087
 JB1087.Superseded values are not recommended for survey control.
 JB1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1087.See file dsdata.txt to determine how the superseded data were derived.
 JB1087
 JB1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH041091(NAD 83)
 JB1087_MARKER: DR = REFERENCE MARK DISK
 JB1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1087_SP_SET: SIDEWALK
 JB1087_STAMPING: DU QUOIN NO 2
 JB1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1087
 JB1087  HISTORY     - Date     Condition        Report By
 JB1087  HISTORY     - 1930     MONUMENTED       CGS
 JB1087  HISTORY     - 1969     GOOD             NGS
 JB1087
 JB1087                          STATION DESCRIPTION
 JB1087
 JB1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1087'0.6 MI SE FROM DU QUOIN.
 JB1087'ABOUT 0.15 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1087'THE STATION AT DU QUOIN, THENCE 0.45 MILE EAST ALONG E. FRANKLIN
 JB1087'STREET, IN SECTION 17, T 6 S, R 1 W, 39 FEET SOUTH OF THE CENTER
 JB1087'LINE OF THE STREET, 30 FEET WEST OF THE CENTER LINE OF S. LINE
 JB1087'STREET, SET IN THE CENTER OF THE TOP OF A NORTH-SOUTH CONCRETE
 JB1087'SIDEWALK, 195 1/2 FEET SOUTHEAST AND ACROSS E. FRANKLIN STREET
 JB1087'FROM THE SOUTHEAST CORNER OF THE WHEATLEY GRADE SCHOOL BUILDING,
 JB1087'19.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 203,
 JB1087'8.8 FEET SOUTH OF THE NORTH END OF THE SIDEWALK, AND ABOUT 1 FOOT
 JB1087'ABOVE THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1513 ***********************************************************************
 NH1513  DESIGNATION -  DURAND
 NH1513  PID         -  NH1513
 NH1513  STATE/COUNTY-  IL/WINNEBAGO
 NH1513  USGS QUAD   -  DURAND (1971)
 NH1513
 NH1513                         *CURRENT SURVEY CONTROL
 NH1513  ___________________________________________________________________
 NH1513* NAD 83(1997)-  42 24 32.07425(N)    089 19 52.10265(W)     ADJUSTED  
 NH1513* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 NH1513  ___________________________________________________________________
 NH1513  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 NH1513  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NH1513
 NH1513  HORZ ORDER  -  SECOND
 NH1513
 NH1513.The horizontal coordinates were established by classical geodetic methods
 NH1513.and adjusted by the National Geodetic Survey in October 1999..
 NH1513
 NH1513.The orthometric height was scaled from a topographic map.
 NH1513
 NH1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1513
 NH1513.The geoid height was determined by GEOID03.
 NH1513
 NH1513;                    North         East     Units Scale Factor Converg.
 NH1513;SPC IL W     -   637,838.665   768,775.277   MT  0.99999935   +0 33 48.7
 NH1513;SPC IL W     - 2,092,642.35  2,522,223.55   sFT  0.99999935   +0 33 48.7
 NH1513;SPC WI S     -    45,648.222   655,063.274   MT  1.00008119   +0 27 34.5
 NH1513;SPC WI S     -   149,764.21  2,149,153.42   sFT  1.00008119   +0 27 34.5
 NH1513;UTM  16      - 4,697,811.125   308,176.623   MT  1.00005275   -1 34 21.5
 NH1513
 NH1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1513!SPC IL W     -   0.99996009  x   0.99999935  =   0.99995944
 NH1513!SPC WI S     -   0.99996009  x   1.00008119  =   1.00004128
 NH1513!UTM  16      -   0.99996009  x   1.00005275  =   1.00001284
 NH1513
 NH1513|---------------------------------------------------------------------|
 NH1513| PID    Reference Object                     Distance      Geod. Az  |
 NH1513|                                                           dddmmss.s |
 NH1513| CJ8079 DURAND AZ MK 2                                     00119     |
 NH1513| CJ8081 DURAND RM 2                          26.553 METERS 07526     |
 NH1513| NH1466 WINNEBAGO TV STATION WREX MAST      APPROX.14.6 KM 1484550.2 |
 NH1513| CJ8080 DURAND RM 1                          29.025 METERS 35813     |
 NH1513| CJ8078 DURAND AZ MK                                       3582036.2 |
 NH1513|---------------------------------------------------------------------|
 NH1513
 NH1513                          SUPERSEDED SURVEY CONTROL
 NH1513
 NH1513  NAD 83(1997)-  42 24 32.07430(N)    089 19 52.10281(W) AD(       ) 2
 NH1513  NAD 83(1997)-  42 24 32.07332(N)    089 19 52.10361(W) AD(       ) 2
 NH1513  NAD 83(1986)-  42 24 32.07120(N)    089 19 52.10448(W) AD(       ) 2
 NH1513  NAD 27      -  42 24 32.01620(N)    089 19 51.69510(W) AD(       ) 2
 NH1513
 NH1513.Superseded values are not recommended for survey control.
 NH1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1513.See file dsdata.txt to determine how the superseded data were derived.
 NH1513
 NH1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0817797811(NAD 83)
 NH1513_MARKER: DS = TRIANGULATION STATION DISK
 NH1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1513
 NH1513  HISTORY     - Date     Condition        Report By
 NH1513  HISTORY     - 1954     MONUMENTED       CGS
 NH1513  HISTORY     - 1978     GOOD             NGS
 NH1513  HISTORY     - 19970510 GOOD             USPSQD
 NH1513
 NH1513                          STATION DESCRIPTION
 NH1513
 NH1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1513'STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY 70
 NH1513'ABOUT 2 MILES SOUTH OF DURAND AND IS ON ROAD RIGHT-OF-WAY.  IT
 NH1513'IS 44 FEET WEST OF THE CENTER OF HIGHWAY 70, 15 FEET SOUTH
 NH1513'OF A TEN INCH WILD CHERRY TREE, 3 FEET NORTH OF A WHITE
 NH1513'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK
 NH1513'PROJECTS 2 INCHES AND THE DISK IS STAMPED DURAND 1954.
 NH1513'
 NH1513'REFERENCE MARK NO. 1 IS 44 FEET WEST OF THE CENTER OF HIGHWAY
 NH1513'70 AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 NH1513'AND THE DISK IS STAMPED DURAND NO 1 1954.
 NH1513'
 NH1513'REFERENCE MARK NO. 2 IS 41 FEET EAST OF THE CENTER OF HIGHWAY
 NH1513'70 AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 3
 NH1513'INCHES AND THE DISK IS STAMPED DURAND NO 2 1954.
 NH1513'
 NH1513'AZIMUTH MARK IS 42 FEET WEST OF THE CENTER OF HIGHWAY 70,
 NH1513'3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 NH1513'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED DURAND
 NH1513'1954.
 NH1513'
 NH1513'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70
 NH1513'AND 75 ABOUT 1 MILE SOUTH OF DURAND, GO SOUTH ON HIGHWAY
 NH1513'70 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 NH1513'CONTINUE SOUTH ON HIGHWAY 70 FOR 0.2 MILE TO THE STATION ON
 NH1513'TOP OF ROAD CUT AS DESCRIBED.
 NH1513'
 NH1513'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1513
 NH1513                          STATION RECOVERY (1978)
 NH1513
 NH1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NH1513'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NH1513'CONDITION AND AS DESCRIBED ALTHOUGH REFERENCE MARK 1 APPEARED TO
 NH1513'HAVE HAD THE DISK RE-CEMENTED.  THE AZIMUTH MARK WAS NOT RECOVERED
 NH1513'AND APPEARES TO HAVE BEEN WHERE EXCAVITING AND GRADING OF A FRONT
 NH1513'LAWN TO A HOME THAT HAS RECENTLY BEEN CONSTRUCTED.  THE DIRECTION
 NH1513'TO THE REFERENCE MARKS WERE CHECKED USING THE DURAND MUNICIPAL
 NH1513'WATER TANK OBSERVED IN 1954.  IT WAS ALSO USED TO ESTABLISH THE
 NH1513'NEW AZIMUTH MARK AFTER VERIFING THE REFERENCE MARKS.  THE
 NH1513'DISTANCE TO REFERENCE MARK 1 WAS LONGER BY 0.05 FOOT.  REFERENCE
 NH1513'MARK 2 WAS SHORTER BY 0.02 FOOT.
 NH1513'
 NH1513'THE PREVIOUSLY DESCRIBED DESCRIPTION AND TOO REACH ARE ADEQUATE FOR
 NH1513'RECOVERY WITH THE ADDITION OF A METAL WITNESS POST 1-FOOT NORTH OF
 NH1513'THE STATION, AND ONE SET 1-FOOT SOUTH OF REFERENCE MARK 2.
 NH1513'
 NH1513'THE AZIMUTH MARK IS 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 NH1513'8 FEET NORTH OF A POWER POLE, 1-FOOT EAST OF THE FENCE AND 1-FOOT
 NH1513'NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 NH1513'THE DISK STAMPED DURAND 1954 1978.
 NH1513'
 NH1513'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE HIGHWAY
 NH1513'FOR 0.3 MILE TO THE MARK ON THE RIGHT, EAST SIDE OF THE ROAD.
 NH1513'
 NH1513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S SOUTH OF
 NH1513'DURAND.
 NH1513
 NH1513                          STATION RECOVERY (1997)
 NH1513
 NH1513'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2986 ***********************************************************************
 AJ2986  DESIGNATION -  DURKEE
 AJ2986  PID         -  AJ2986
 AJ2986  STATE/COUNTY-  IL/MCHENRY
 AJ2986  USGS QUAD   -  HEBRON (1972)
 AJ2986
 AJ2986                         *CURRENT SURVEY CONTROL
 AJ2986  ___________________________________________________________________
 AJ2986* NAD 83(1997)-  42 25 57.25512(N)    088 29 38.34948(W)     ADJUSTED  
 AJ2986* NAVD 88     -       289.9    (meters)     951.     (feet)  GPS OBS   
 AJ2986  ___________________________________________________________________
 AJ2986  X           -     123,916.485 (meters)                     COMP
 AJ2986  Y           -  -4,713,273.767 (meters)                     COMP
 AJ2986  Z           -   4,281,362.118 (meters)                     COMP
 AJ2986  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AJ2986  ELLIP HEIGHT-         255.97  (meters)          (02/03/05) GPS OBS
 AJ2986  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 AJ2986
 AJ2986  HORZ ORDER  -  FIRST
 AJ2986  ELLP ORDER  -  FOURTH    CLASS II
 AJ2986
 AJ2986.The horizontal coordinates were established by GPS observations
 AJ2986.and adjusted by the National Geodetic Survey in April 2001..
 AJ2986
 AJ2986.The orthometric height was determined by GPS observations and a
 AJ2986.high-resolution geoid model.
 AJ2986
 AJ2986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2986
 AJ2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2986
 AJ2986.The ellipsoidal height was determined by GPS observations
 AJ2986.and is referenced to NAD 83.
 AJ2986
 AJ2986.The geoid height was determined by GEOID03.
 AJ2986
 AJ2986;                    North         East     Units Scale Factor Converg.
 AJ2986;SPC IL E     -   640,162.797   286,780.662   MT  0.99997715   -0 06 30.2
 AJ2986;SPC IL E     - 2,100,267.44    940,879.56   sFT  0.99997715   -0 06 30.2
 AJ2986;UTM  16      - 4,698,887.026   377,111.869   MT  0.99978580   -1 00 29.3
 AJ2986
 AJ2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2986!SPC IL E     -   0.99995986  x   0.99997715  =   0.99993701
 AJ2986!UTM  16      -   0.99995986  x   0.99978580  =   0.99974567
 AJ2986
 AJ2986                          SUPERSEDED SURVEY CONTROL
 AJ2986
 AJ2986  ELLIP H (04/24/01)  255.99   (m)                       GP(       ) 4 1
 AJ2986
 AJ2986.Superseded values are not recommended for survey control.
 AJ2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2986.See file dsdata.txt to determine how the superseded data were derived.
 AJ2986
 AJ2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7711298887(NAD 83)
 AJ2986_MARKER: I = METAL ROD
 AJ2986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2986_STAMPING: DURKEE
 AJ2986_MARK LOGO: IL-111
 AJ2986_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2986_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2986+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ2986_ROD/PIPE-DEPTH:  4.9 meters
 AJ2986_SLEEVE-DEPTH  :  0.9 meters
 AJ2986
 AJ2986  HISTORY     - Date     Condition        Report By
 AJ2986  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2986
 AJ2986                          STATION DESCRIPTION
 AJ2986
 AJ2986'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2986'STATION IS LOCATED APPROXIMATELY 6.1 MI EAST OF HARVARD, 4.0 MI
 AJ2986'SOUTHWEST OF HEBRON IN SECTION 26, T46N, R6E.  TO REACH FROM THE
 AJ2986'JUNCTION OF IL RT 173 AND ALDEN RD PROCEED SOUTH ON ALDEN RD 1.80
 AJ2986'MI TO DURKEE RD, THEN PROCEED EAST ON DURKEE RD 1.0 MI TO THE
 AJ2986'STATION LOCATED 27 FT NORTH OF CENTERLINE OF DURKEE RD.  STATION
 AJ2986'IS LOCATED 355 FT WEST OF CENTERLINE OF  AGGREGATE DRIVEWAY
 AJ2986'ADDRESS 15205, 187 FT NORTHWEST OF POWERPOLE (PP), 178 FT WEST OF
 AJ2986'PP, 30.5 FT WEST OF CENTERLINE OF AGGREGATE FIELD ENTRANCE, AND 2
 AJ2986'FT SOUTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ2986'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW
 AJ2986'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2986' 
 AJ2986' 
 AJ2986'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2978 ***********************************************************************
 ME2978  DESIGNATION -  DURKIN
 ME2978  PID         -  ME2978
 ME2978  STATE/COUNTY-  IL/COOK
 ME2978  USGS QUAD   -  BLUE ISLAND (1997)
 ME2978
 ME2978                         *CURRENT SURVEY CONTROL
 ME2978  ___________________________________________________________________
 ME2978* NAD 83(1997)-  41 44 18.83589(N)    087 43 39.31145(W)     ADJUSTED  
 ME2978* NAVD 88     -       188.6    (meters)     619.     (feet)  VERTCON   
 ME2978  ___________________________________________________________________
 ME2978  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 ME2978  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME2978
 ME2978  HORZ ORDER  -  FIRST
 ME2978
 ME2978.The horizontal coordinates were established by classical geodetic methods
 ME2978.and adjusted by the National Geodetic Survey in October 1999..
 ME2978
 ME2978.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2978
 ME2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2978
 ME2978.The geoid height was determined by GEOID03.
 ME2978
 ME2978;                    North         East     Units Scale Factor Converg.
 ME2978;SPC IL E     -   563,242.948   350,390.333   MT  1.00000623   +0 24 11.8
 ME2978;SPC IL E     - 1,847,906.24  1,149,572.28   sFT  1.00000623   +0 24 11.8
 ME2978;UTM  16      - 4,621,005.872   439,496.814   MT  0.99964505   -0 29 03.8
 ME2978
 ME2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2978!SPC IL E     -   0.99997565  x   1.00000623  =   0.99998188
 ME2978!UTM  16      -   0.99997565  x   0.99964505  =   0.99962071
 ME2978
 ME2978|---------------------------------------------------------------------|
 ME2978| PID    Reference Object                     Distance      Geod. Az  |
 ME2978|                                                           dddmmss.s |
 ME2978| CM3445 DURKIN RM 1                          26.137 METERS 09147     |
 ME2978| CM3446 DURKIN RM 2                          27.198 METERS 27125     |
 ME2978| ME2980 043 COC                             395.164 METERS 35804     |
 ME2978| ME2979 043 COC TPT                         383.272 METERS 35804     |
 ME2978|---------------------------------------------------------------------|
 ME2978
 ME2978                          SUPERSEDED SURVEY CONTROL
 ME2978
 ME2978  NAD 83(1997)-  41 44 18.83598(N)    087 43 39.31174(W) AD(       ) 1
 ME2978  NAD 83(1997)-  41 44 18.83958(N)    087 43 39.32061(W) AD(       ) 1
 ME2978  NAD 83(1986)-  41 44 18.84007(N)    087 43 39.32024(W) AD(       ) 1
 ME2978  NAD 27      -  41 44 18.72183(N)    087 43 39.13265(W) AD(       ) 1
 ME2978  NGVD 29 (07/19/86)  188.7    (m)          619.     (f) VERT ANG       
 ME2978
 ME2978.Superseded values are not recommended for survey control.
 ME2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2978.See file dsdata.txt to determine how the superseded data were derived.
 ME2978
 ME2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3949721006(NAD 83)
 ME2978_MARKER: DD = SURVEY DISK
 ME2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2978_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2978
 ME2978  HISTORY     - Date     Condition        Report By
 ME2978  HISTORY     - 1977     MONUMENTED       NGS
 ME2978
 ME2978                          STATION DESCRIPTION
 ME2978
 ME2978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2978'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF CHICAGO
 ME2978'AT THE SOUTH SIDE OF DURKIN CITY PARK ON THE NORTH SIDE OF
 ME2978'WEST 85TH STREET AT ITS INTERSECTION WITH TRIPP AVENUE.
 ME2978'ADDRESS FOR THE STATION IS 4230 WEST 85TH STREET.
 ME2978'
 ME2978'STATION MARKS, STAMPED---DURKIN 1977---, ARE STANDARD DISKS.
 ME2978'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2978'CONCRETE MONUMENT THAT IS 3 INCHES BELOW A CAST IRON COVER
 ME2978'WITH LETTERING, NATIONAL GEODETIC SURVEY.
 ME2978'IT IS 59 FEET NORTH OF THE CENTER
 ME2978'OF 85TH STREET AND SOUTH TRIPP STREET AND 14 FEET
 ME2978'NORTH-NORTHEAST OF AN 8-INCH LOCUST TREE. THE UNDERGROUND DISK
 ME2978'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 ME2978'INCHES BELOW THE GROUND SURFACE,
 ME2978'
 ME2978'REFERENCE MARK 1, STAMPED---DURKIN NO 1 1977---, IS A
 ME2978'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2978'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 ME2978'IT IS 59 FEET NORTH OF THE CENTER OF 85TH STREET.
 ME2978'
 ME2978'REFERENCE MARK 2, STAMPED---DURKIN NO 2 1977---, IS A
 ME2978'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2978'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 ME2978'IT IS 59 FEET NORTH OF THE CENTER OF 85TH STREET AND 14
 ME2978'FEET SOUTH OF A FENCE.
 ME2978'
 ME2978'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE ANGLE
 ME2978'BEING NEAR 180 DEGREES.
 ME2978'
 ME2978'STATION MARK 043 COC CAN SERVE AS AN AZIMUTH MARK, SEE
 ME2978'DESCRIPTION THEREOF.
 ME2978'
 ME2978'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1901 ***********************************************************************
 LC1901  DESIGNATION -  DURST
 LC1901  PID         -  LC1901
 LC1901  STATE/COUNTY-  IL/WOODFORD
 LC1901  USGS QUAD   -  GERMANTOWN HILLS (1995)
 LC1901
 LC1901                         *CURRENT SURVEY CONTROL
 LC1901  ___________________________________________________________________
 LC1901* NAD 83(1997)-  40 46 43.32797(N)    089 24 36.86851(W)     ADJUSTED  
 LC1901* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 LC1901  ___________________________________________________________________
 LC1901  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LC1901  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LC1901
 LC1901  HORZ ORDER  -  FIRST
 LC1901
 LC1901.The horizontal coordinates were established by classical geodetic methods
 LC1901.and adjusted by the National Geodetic Survey in October 1999..
 LC1901
 LC1901.The orthometric height was scaled from a topographic map.
 LC1901
 LC1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1901
 LC1901.The geoid height was determined by GEOID03.
 LC1901
 LC1901;                    North         East     Units Scale Factor Converg.
 LC1901;SPC IL W     -   456,726.757   763,850.897   MT  0.99999134   +0 29 38.6
 LC1901;SPC IL W     - 1,498,444.37  2,506,067.48   sFT  0.99999134   +0 29 38.6
 LC1901;UTM  16      - 4,516,986.386   296,609.634   MT  1.00010920   -1 34 29.1
 LC1901
 LC1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1901!SPC IL W     -   0.99996451  x   0.99999134  =   0.99995585
 LC1901!UTM  16      -   0.99996451  x   1.00010920  =   1.00007370
 LC1901
 LC1901|---------------------------------------------------------------------|
 LC1901| PID    Reference Object                     Distance      Geod. Az  |
 LC1901|                                                           dddmmss.s |
 LC1901| CI7356 DURST RM 1                           26.980 METERS 03615     |
 LC1901| LC1893 METAMORA ST MARY CATH CH SPIRE      APPROX. 3.9 KM 0665219.8 |
 LC1901| CI7355 DURST AZ MK                                        1712646.6 |
 LC1901| LC1900 LOURDS CATHOLIC CHURCH SPIRE        APPROX. 4.7 KM 2874314.8 |
 LC1901| CI7357 DURST RM 2                           20.823 METERS 30109     |
 LC1901|---------------------------------------------------------------------|
 LC1901
 LC1901                          SUPERSEDED SURVEY CONTROL
 LC1901
 LC1901  NAD 83(1986)-  40 46 43.34073(N)    089 24 36.87264(W) AD(       ) 1
 LC1901  NAD 27      -  40 46 43.20700(N)    089 24 36.55100(W) AD(       ) 1
 LC1901
 LC1901.Superseded values are not recommended for survey control.
 LC1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1901.See file dsdata.txt to determine how the superseded data were derived.
 LC1901
 LC1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9661016986(NAD 83)
 LC1901_MARKER: DS = TRIANGULATION STATION DISK
 LC1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1901_STAMPING: DURST 1939
 LC1901_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1901+STABILITY: SURFACE MOTION
 LC1901
 LC1901  HISTORY     - Date     Condition        Report By
 LC1901  HISTORY     - 1939     MONUMENTED       CGS
 LC1901  HISTORY     - 19800615 GOOD             NGS
 LC1901  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC1901
 LC1901                          STATION DESCRIPTION
 LC1901
 LC1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1901'THE STATION IS LOCATED 1 MILE SOUTH AND 2-3/4 MILES WEST OF
 LC1901'METAMORA, IN THE SE 1/4 SE 1/4 OF SEC. 23, T. 27 N., R. 3 W..
 LC1901'ON LAND OF THE WINKLER HEIRS, JOE DURST TENANT, IN THE BARNYARD.
 LC1901'IT IS 94 FEET SOUTH OF THE CENTER LINE OF ILLINOIS HIGHWAY
 LC1901'NO. 116, 53 FEET SOUTH OF THE NORTH FENCE OF THE BARNYARD,
 LC1901'54 FEET EAST OF THE WEST FENCE OF THE BARNYARD, AND 41 FEET
 LC1901'NORTHEAST OF THE NORTHEAST CORNER OF THE BARN.  THE MARK,
 LC1901'IS FLUSH WITH THE SURFACE OF THE GROUND
 LC1901'AND IS STAMPED DURST 1939.
 LC1901'
 LC1901'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS ILLINOIS
 LC1901'NO. 116 AND NO. 89, IN METAMORA, GO WEST ON NO. 116 FOR 2.7
 LC1901'MILES TO A RED BRICK HOUSE ON THE LEFT (SOUTH) SIDE OF THE
 LC1901'HIGHWAY (HOME OF JOE DURST) AND THE STATION.
 LC1901'
 LC1901'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1901'BRONZE DISKS SET IN CONCRETE.
 LC1901'
 LC1901'REFERENCE MARK NO. 1 IS 88.52 FEET, 26.980 METERS, NORTHEAST OF
 LC1901'THE STATION, IN THE NORTHEAST FENCE CORNER OF THE BARN YARD.
 LC1901'IT IS 43 FEET SOUTH OF THE CENTER LINE OF HIGHWAY NO. 116 AND
 LC1901'28 FEET EAST OF THE EAST POST OF THE BARNYARD GATE.  THE
 LC1901'MARK, PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED
 LC1901'DURST NO 1 1939.
 LC1901'
 LC1901'REFERENCE MARK NO. 2 IS 20.823 METERS, 68.32 FEET, NORTHWEST
 LC1901'OF THE STATION, 43 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 LC1901'NO. 116, AND 74 FEET WEST OF THE WEST POST OF THE BARNYARD
 LC1901'GATE.  THE MARK, PROJECTS 6 INCHES ABOVE THE GROUND AND
 LC1901'IS STAMPED DURST NO 2 1939.
 LC1901'
 LC1901'AZIMUTH MARK IS APPROXIMATELY 1.0 MILE SOUTH OF THE STATION,
 LC1901'IN A BARNYARD, 34 FEET WEST OF THE WEST SIDE OF A GARAGE, 9
 LC1901'FEET EAST OF THE EAST POST OF A GATE IN THE NORTH HOUSE YARD
 LC1901'FENCE, AND 6-1/2 FEET EAST OF A POWER LINE POLE.  THE MARK,
 LC1901'PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED
 LC1901'DURST 1939.  TO REACH THE MARK FROM THE STATION, GO EAST ON
 LC1901'HIGHWAY NO. 116 FOR 0.65 MILE, THEN TURN RIGHT (SOUTH) AND GO
 LC1901'1.3 MILES, TURN RIGHT (WEST) AND GO 0.5 MILE, TURN RIGHT
 LC1901'(NORTH) INTO A LANE AND GO 0.15 MILE TO A FARMHOUSE AND THE
 LC1901'MARK.
 LC1901'
 LC1901'THE REFERENCE MARKS AND THE AZIMUTH MARK ARE WITNESSED BY
 LC1901'4- BY 4-INCH WHITE POSTS WHICH PROJECT 2-1/2 FEET ABOVE THE
 LC1901'GROUND.
 LC1901'
 LC1901'A 64-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 LC1901'
 LC1901'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1901
 LC1901                          STATION RECOVERY (1980)
 LC1901
 LC1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LC1901'STATION MARK, RM 1, 2 AND THE AZ MK WERE RECOVERED IN GOOD CONDITION.
 LC1901'HOWEVER THE AZ MK WAS IN WAY OF FARM IMPROVEMENT AND WAS AS PER
 LC1901'REQUESTED OF FARM TENANT DESTROYED AFTER ESTABLISHING A NEW AZ MK.
 LC1901'THE DISTANCE TO RM 1 CHECKED.  RM 2 WAS LONGER BY 0.05 FOOT. (1.52 CM)
 LC1901'THE DIRECTION TO THE R M CHECKED.  THE 1939 TO REACH IS ADEQUATE TO
 LC1901'RECOVER STATION.
 LC1901' 
 LC1901'THE STATION MARKS ARE STANDARD DISKS, STAMPED---DURST 1939---.  IT IS
 LC1901'118 FT (36.0 M) N OF A WELL HAND PUMP, 94 FT (28.7 M) S OF OF
 LC1901'CENTERLINE OF HWY, 53 FT (16.2 M) E OF FENCE, 69.5 FT (21.2 M) W OF A
 LC1901'CHAIN LINK FENCE, 63 FT (19.2 M) OF A WELL PUMP, 37 FT (11.3 M) W OF
 LC1901'CENTERLINE OF DRIVEWAY AND 40 FT (12.2 M) NE OF NE CORNER OF BARN.
 LC1901'THE MARK IS FLUSH.  RM 1 IS A STANDARD DISK, STAMPED---DURST NO 1
 LC1901'1939---.  IT IS 43 FT (13.1 M) S OF CENTERLINE OF HWYS, 35 FT (10.7 M)
 LC1901'E OF CENTERLINE OF DRIVEWAY, 3 FT (0.9 M) NW OF NW CORNER OF FENCE AND
 LC1901'55 FT (16.8 M) N OF THE WELL PUMP.  THE MARK PROJECTS 3 INCHES.  RM 2
 LC1901'A STANDARD DISK, STAMPED---DURST NO 2 1939---.  IT IS 43 FT (13.1 M) S
 LC1901'OF CENTERLINE OF HWYS, 3 FT (0.9 M) E OF FENCE, 1 FT (0.3 M) N OF A
 LC1901'WOOD WITNESS POST AND 0.5 FT (15.2 CM) S OF FENCE.  THE MARK PROJECTS
 LC1901'10 INCHES. THE AZ MK A STANDARD DISK, STAMPED---DURST 1939 1980---.
 LC1901'IT IS 19 FT (5.8 M) W OF CENTERLINE OF ROAD AND 1 FT (0.3 M) N OF A
 LC1901'METAL WITNESS POST.  THE MARK IS FLUSH.  TO REACH THE AZ MK FROM THE
 LC1901'STATION, GO E ON STATE HWY 116 FOR 0.6 MILE.  (1.0 KM) TURN RIGHT, GO
 LC1901'S ON GRAVELED ROAD FOR 1.2 MILE (1.9 KM) TO THE MARK ON THE RIGHT, W
 LC1901'SIDE OF ROAD.
 LC1901
 LC1901                          STATION RECOVERY (1998)
 LC1901
 LC1901'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0237 ***********************************************************************
 MF0237  DESIGNATION -  DWIGHT
 MF0237  PID         -  MF0237
 MF0237  STATE/COUNTY-  IL/LIVINGSTON
 MF0237  USGS QUAD   -  DWIGHT (1983)
 MF0237
 MF0237                         *CURRENT SURVEY CONTROL
 MF0237  ___________________________________________________________________
 MF0237* NAD 83(1986)-  41 05 39.     (N)    088 25 13.     (W)     SCALED    
 MF0237* NAVD 88     -       194.900  (meters)     639.43   (feet)  ADJUSTED  
 MF0237  ___________________________________________________________________
 MF0237  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MF0237  DYNAMIC HT  -         194.822 (meters)     639.18  (feet)  COMP
 MF0237  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 MF0237
 MF0237  VERT ORDER  -  SECOND    CLASS 0
 MF0237
 MF0237.The horizontal coordinates were scaled from a topographic map and have
 MF0237.an estimated accuracy of +/- 6 seconds.
 MF0237
 MF0237.The orthometric height was determined by differential leveling
 MF0237.and adjusted by the National Geodetic Survey in June 1991..
 MF0237
 MF0237.The geoid height was determined by GEOID03.
 MF0237
 MF0237.The dynamic height is computed by dividing the NAVD 88
 MF0237.geopotential number by the normal gravity value computed on the
 MF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0237.degrees latitude (g = 980.6199 gals.).
 MF0237
 MF0237.The modeled gravity was interpolated from observed gravity values.
 MF0237
 MF0237;                    North         East    Units  Estimated Accuracy
 MF0237;SPC IL E     -   491,500.      292,700.      MT  (+/- 180 meters Scaled)
 MF0237
 MF0237                          SUPERSEDED SURVEY CONTROL
 MF0237
 MF0237  NGVD 29 (??/??/92)  194.97   (m)          639.7    (f) COMPUTED    2 0
 MF0237
 MF0237.Superseded values are not recommended for survey control.
 MF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0237.See file dsdata.txt to determine how the superseded data were derived.
 MF0237
 MF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL807501(NAD 83)
 MF0237_MARKER: DB = BENCH MARK DISK
 MF0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0237_SP_SET: FOUNDATION
 MF0237_STAMPING: 639.756 DWIGHT 1934
 MF0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0237
 MF0237  HISTORY     - Date     Condition        Report By
 MF0237  HISTORY     - 1934     MONUMENTED       CGS
 MF0237  HISTORY     - 1942     GOOD             NGS
 MF0237  HISTORY     - 1990     GOOD             USPSQD
 MF0237
 MF0237                          STATION DESCRIPTION
 MF0237
 MF0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MF0237'AT DWIGHT.
 MF0237'AT DWIGHT, LIVINGSTON COUNTY, AT THE SOUTHEAST CORNER OF DWIGHT
 MF0237'VILLAGE HALL, IN THE BRICK WALL, 24 FEET EAST OF THE SOUTH (FRONT)
 MF0237'ENTRANCE, AND ABOUT 3 1/2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 MF0237'STAMPED 639.756 DWIGHT 1934 AND SET VERTICALLY.
 MF0237
 MF0237                          STATION RECOVERY (1990)
 MF0237
 MF0237'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 MF0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0271 ***********************************************************************
 MF0271  DESIGNATION -  DWIGHT
 MF0271  PID         -  MF0271
 MF0271  STATE/COUNTY-  IL/LIVINGSTON
 MF0271  USGS QUAD   -  DWIGHT (1983)
 MF0271
 MF0271                         *CURRENT SURVEY CONTROL
 MF0271  ___________________________________________________________________
 MF0271* NAD 83(1997)-  41 05 36.98148(N)    088 26 51.65937(W)     ADJUSTED  
 MF0271* NAVD 88     -       194.000  (meters)     636.48   (feet)  ADJUSTED  
 MF0271  ___________________________________________________________________
 MF0271  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MF0271  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MF0271  DYNAMIC HT  -         193.922 (meters)     636.23  (feet)  COMP
 MF0271  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 MF0271
 MF0271  HORZ ORDER  -  SECOND
 MF0271  VERT ORDER  -  SECOND    CLASS 0
 MF0271
 MF0271.The horizontal coordinates were established by classical geodetic methods
 MF0271.and adjusted by the National Geodetic Survey in October 1999..
 MF0271
 MF0271.The orthometric height was determined by differential leveling
 MF0271.and adjusted by the National Geodetic Survey in June 1991..
 MF0271
 MF0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0271
 MF0271.The geoid height was determined by GEOID03.
 MF0271
 MF0271.The dynamic height is computed by dividing the NAVD 88
 MF0271.geopotential number by the normal gravity value computed on the
 MF0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0271.degrees latitude (g = 980.6199 gals.).
 MF0271
 MF0271.The modeled gravity was interpolated from observed gravity values.
 MF0271
 MF0271;                    North         East     Units Scale Factor Converg.
 MF0271;SPC IL E     -   491,443.232   290,393.020   MT  0.99997614   -0 04 30.6
 MF0271;SPC IL E     - 1,612,343.34    952,731.10   sFT  0.99997614   -0 04 30.6
 MF0271;UTM  16      - 4,550,158.007   378,418.257   MT  0.99978193   -0 57 06.0
 MF0271
 MF0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0271!SPC IL E     -   0.99997465  x   0.99997614  =   0.99995079
 MF0271!UTM  16      -   0.99997465  x   0.99978193  =   0.99975659
 MF0271
 MF0271:                Primary Azimuth Mark                     Grid Az
 MF0271:SPC IL E     -  DWIGHT 2 RM 5                            069 46 58.2
 MF0271:UTM  16      -  DWIGHT 2 RM 5                            070 39 33.6
 MF0271
 MF0271|---------------------------------------------------------------------|
 MF0271| PID    Reference Object                     Distance      Geod. Az  |
 MF0271|                                                           dddmmss.s |
 MF0271| CI7358 DWIGHT 2 RM 5                                      0694227.6 |
 MF0271| MF1428 DWIGHT METHODIST CHURCH SPIRE       APPROX. 1.5 KM 0893231.0 |
 MF0271| MF0270 DWIGHT RM 2                          26.696 METERS 09604     |
 MF0271| MF0272 DWIGHT 2                             30.274 METERS 18703     |
 MF0271| MF1427 DWIGHT OAKDALE REFORM WOMEN TK      APPROX. 2.0 KM 2735222.2 |
 MF0271| MF0275 DWIGHT RM 1                          24.165 METERS 35836     |
 MF0271|---------------------------------------------------------------------|
 MF0271
 MF0271                          SUPERSEDED SURVEY CONTROL
 MF0271
 MF0271  NAD 83(1997)-  41 05 36.98925(N)    088 26 51.66567(W) AD(       ) 2
 MF0271  NAD 83(1986)-  41 05 36.99028(N)    088 26 51.66972(W) AD(       ) 2
 MF0271  NAD 27      -  41 05 36.87650(N)    088 26 51.45780(W) AD(       ) 2
 MF0271  NGVD 29 (??/??/92)  194.07   (m)          636.7    (f) COMPUTED    2 0
 MF0271
 MF0271.Superseded values are not recommended for survey control.
 MF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0271.See file dsdata.txt to determine how the superseded data were derived.
 MF0271
 MF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7841850158(NAD 83)
 MF0271_MARKER: DE = TRAVERSE STATION DISK
 MF0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0271_STAMPING: DWIGHT 1960
 MF0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0271+STABILITY: SURFACE MOTION
 MF0271
 MF0271  HISTORY     - Date     Condition        Report By
 MF0271  HISTORY     - 1960     MONUMENTED       CGS
 MF0271  HISTORY     - 1961     GOOD             NGS
 MF0271  HISTORY     - 1972     GOOD             NGS
 MF0271
 MF0271                          STATION DESCRIPTION
 MF0271
 MF0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0271'STATION IS LOCATED ABOUT 1.0 MILE WEST OF DWIGHT, ABOUT 0.35
 MF0271'MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 MF0271'17 AND ON THE SOUTH SIDE OF STATE ROUTE 17 AT CORNER IN FENCE
 MF0271'WHERE THE RIGHT-OF-WAY NARROWS.
 MF0271'
 MF0271'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 MF0271'17 IN THE WEST EDGE OF DWIGHT, GO WEST ON STATE ROUTE 17 FOR
 MF0271'0.35 MILE TO STATION ON LEFT AS DESCRIBED.
 MF0271'
 MF0271'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED DWIGHT 1960,
 MF0271'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 MF0271'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 49.5
 MF0271'FEET SOUTH OF THE CENTER OF STATE ROUTE 17, 35 FEET SOUTHEAST
 MF0271'OF THE TELEPHONE POLE, 20 FEET SOUTH-SOUTHEAST OF A CONCRETE
 MF0271'RIGHT-OF-WAY MARKER, 10.8 FEET NORTH-NORTHEAST OF A CONCRETE
 MF0271'RIGHT-OF-WAY MARKER AND 10.7 FEET NORTH-NORTHWEST OF THE
 MF0271'WITNESS POST AND FENCE.
 MF0271'
 MF0271'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED DWIGHT
 MF0271'NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MF0271'WHICH IS PROJECTING ABOUT 2 INCHES.  THE MARK IS 30 FEET NORTH
 MF0271'OF THE CENTER OF STATE ROUTE 17, 1.6 FEET EAST OF THE RIGHT-OF-WAY
 MF0271'MARKER AND 1 FOOT SOUTH OF THE FENCE.
 MF0271'
 MF0271'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED DWIGHT
 MF0271'NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MF0271'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 MF0271'IS 85 FEET EAST OF THE WITNESS POST, 60.5 FEET SOUTH OF THE
 MF0271'CENTER OF STATE ROUTE 17 AND 1 FOOT NORTH OF THE FENCE.
 MF0271'
 MF0271'NO AZIMUTH MARK WAS SET AT THIS STATION.
 MF0271'
 MF0271'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MF0271
 MF0271                          STATION RECOVERY (1961)
 MF0271
 MF0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0271'0.4 MI W FROM DWIGHT.
 MF0271'ABOUT 0.4 MILES WEST ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 MF0271'WITH U.S. HIGHWAY 66 IN THE WEST PART OF DWIGHT, ABOUT 0.2
 MF0271'MILES EAST OF A FARM HOUSE ON THE NORTH SIDE OF THE ROAD,
 MF0271'50 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 17, 10.5
 MF0271'FEET NORTH OF THE FENCE, 35 FEET SOUTHEAST OF THE SIXTH TELEPHONE
 MF0271'POLE EAST OF THE FARM HOUSE, 11 FEET NORTH-NORTHEAST OF A CONCRETE
 MF0271'R.O.W. MARKER, 10.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 MF0271'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MF0271'FLUSH WITH THE GROUND.
 MF0271
 MF0271                          STATION RECOVERY (1972)
 MF0271
 MF0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MF0271'ALL MARKS WERE OFUND IN GOOD CONDITION.  THE DISTANCE AND
 MF0271'DIRECTION TO THE REFERENCE MARKS CHECKED AS DID THE DIRECTION
 MF0271'TO THE SPIRE.  THE MARKS WERE IN THE WAY OF ROAD CONSTRUCTION
 MF0271'AND WERE DESTROYED AFTER A NEW STATION DWIGHT 2 1972 WAS
 MF0271'ESTABLISHED.  THE UNDERGROUND STATION MARK WAS LEFT INTACT.
 MF0271'
 MF0271'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0271'
 MF0271'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST
 MF0271'OF DWIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0272 ***********************************************************************
 MF0272  DESIGNATION -  DWIGHT 2
 MF0272  PID         -  MF0272
 MF0272  STATE/COUNTY-  IL/LIVINGSTON
 MF0272  USGS QUAD   -  DWIGHT (1983)
 MF0272
 MF0272                         *CURRENT SURVEY CONTROL
 MF0272  ___________________________________________________________________
 MF0272* NAD 83(1997)-  41 05 36.00752(N)    088 26 51.81851(W)     ADJUSTED  
 MF0272* NAVD 88     -       193.83   (meters)     635.9    (feet)  RESET     
 MF0272  ___________________________________________________________________
 MF0272  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MF0272  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MF0272
 MF0272  HORZ ORDER  -  THIRD
 MF0272  VERT ORDER  -  THIRD
 MF0272
 MF0272.The horizontal coordinates were established by classical geodetic methods
 MF0272.and adjusted by the National Geodetic Survey in October 1999..
 MF0272.No horizontal observational check was made to the station.
 MF0272
 MF0272.The orthometric height was computed from unverified reset data.
 MF0272
 MF0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0272
 MF0272.The geoid height was determined by GEOID03.
 MF0272
 MF0272;                    North         East     Units Scale Factor Converg.
 MF0272;SPC IL E     -   491,413.192   290,389.266   MT  0.99997614   -0 04 30.7
 MF0272;SPC IL E     - 1,612,244.78    952,718.78   sFT  0.99997614   -0 04 30.7
 MF0272;UTM  16      - 4,550,128.034   378,414.045   MT  0.99978194   -0 57 06.1
 MF0272
 MF0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0272!SPC IL E     -   0.99997468  x   0.99997614  =   0.99995082
 MF0272!UTM  16      -   0.99997468  x   0.99978194  =   0.99975662
 MF0272
 MF0272|---------------------------------------------------------------------|
 MF0272| PID    Reference Object                     Distance      Geod. Az  |
 MF0272|                                                           dddmmss.s |
 MF0272| MF0271 DWIGHT                               30.274 METERS 00703     |
 MF0272| MF0270 DWIGHT RM 2                          40.706 METERS 04801     |
 MF0272| CI7358 DWIGHT 2 RM 5                                      0665906.3 |
 MF0272| MF0273 DWIGHT 2 RM 3                         6.228 METERS 09001     |
 MF0272| MF0274 DWIGHT 2 RM 4                         5.237 METERS 22120     |
 MF0272| MF1427 DWIGHT OAKDALE REFORM WOMEN TK      APPROX. 2.0 KM 2744529.4 |
 MF0272|---------------------------------------------------------------------|
 MF0272
 MF0272                          SUPERSEDED SURVEY CONTROL
 MF0272
 MF0272  NAD 83(1997)-  41 05 36.01529(N)    088 26 51.82482(W) AD(       ) 3
 MF0272  NAD 83(1986)-  41 05 36.01635(N)    088 26 51.82885(W) AD(       ) 3
 MF0272  NAD 27      -  41 05 35.90257(N)    088 26 51.61697(W) AD(       ) 3
 MF0272  NGVD 29 (07/19/86)  193.90   (m)          636.2    (f) LEVELING    3  
 MF0272
 MF0272.Superseded values are not recommended for survey control.
 MF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0272.See file dsdata.txt to determine how the superseded data were derived.
 MF0272
 MF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7841450128(NAD 83)
 MF0272_MARKER: DE = TRAVERSE STATION DISK
 MF0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0272_STAMPING: DWIGHT 2 1972
 MF0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0272+STABILITY: SURFACE MOTION
 MF0272
 MF0272  HISTORY     - Date     Condition        Report By
 MF0272  HISTORY     - 1972     MONUMENTED       NGS
 MF0272  HISTORY     - 1972     GOOD             NGS
 MF0272  HISTORY     - 1989     POOR             USPSQD
 MF0272
 MF0272                          STATION DESCRIPTION
 MF0272
 MF0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MF0272'0.4 MI W FROM DWIGHT.
 MF0272'0.4 MILE WEST ALONG STATE HIGHWAY 17 FROM ITS JUNCTIN WITH
 MF0272'U.S. HIGHWAY 66 AT THE WEST EDGE OF DWIGHT, IN THE SOUTHEAST
 MF0272'EDGE OF THE INTERCHANGE OF HIGHWAY 17 AND INTERSTATE HIGHWAY 55,
 MF0272'1 FOOT NORTHWEST OF A METAL WITNESS POST, 20 FEET WEST OF A METAL
 MF0272'WITNESS POST, 18 FEET NORTHEAST OF A METAL WITNESS POST, 148
 MF0272'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 17, SET IN THE TP OF
 MF0272'A ROUND CONCRETE POST PROJECTING 2 INCHES.
 MF0272
 MF0272                          STATION RECOVERY (1972)
 MF0272
 MF0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MF0272'THE STATION IS LOCATED ABOUT 1 MILE WEST OF DWIGHT, 0.35 MILE
 MF0272'WEST OF THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 17,
 MF0272'IN THE SOUTHEAST ANGLE OF THE INTERCHANGE OF HIGHWAY 17 AND
 MF0272'INTERSTATE HIGHWAY 55, 1 FOOT NORTHWEST OF A METAL WITNESS
 MF0272'POST, 20 FEET WEST OF A METAL WITNESS POST, 18 FEET NORTHEAST
 MF0272'OF A METAL WITNESS POST AND 148 FEET SOUTH OF THE CENTERLINE
 MF0272'OF HIGHWAY 17.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 MF0272'STAMPED DWIGHT 2 1972.
 MF0272'
 MF0272'REFERENCE MARK 3 IS 147 FEET SOUTH OF THE CENTERLINE OF THE
 MF0272'HIGHWAY, 20 FEET EAST OF A METAL WITNESS POST AND 1 FOOT WEST
 MF0272'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 MF0272'THE DISK IS STAMPED DWIGHT 2 NO 3 1972.
 MF0272'
 MF0272'REFERENCE MARK 4 IS 162 FEET SOUTH OF THE CENTERLINE OF THE
 MF0272'HIGHWAY, 1 FOOT NORTHEAST OF A METAL WITNESS POST AND 17 FEET
 MF0272'SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 MF0272'THE DISK IS STAMPED DWIGHT 2 NO 4 1972.
 MF0272'
 MF0272'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 MF0272'DWIGHT 2 NO 5 1972, SET IN A DRILL HOLE IN THE TOP OF THE
 MF0272'NORTHEAST ABUTMENT OF AN 18 FOOT CONCRETE BRIDGE OVER A
 MF0272'DRAINAGE DITCH, 1 FOOT SOUTH OF A METAL WITNESS POST, 52 FEET
 MF0272'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF HIGHWAY 66 AND
 MF0272'10 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.
 MF0272'
 MF0272'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF0272
 MF0272                          STATION RECOVERY (1989)
 MF0272
 MF0272'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 MF0272'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0273 ***********************************************************************
 MF0273  DESIGNATION -  DWIGHT 2 RM 3
 MF0273  PID         -  MF0273
 MF0273  STATE/COUNTY-  IL/LIVINGSTON
 MF0273  USGS QUAD   -  DWIGHT (1983)
 MF0273
 MF0273                         *CURRENT SURVEY CONTROL
 MF0273  ___________________________________________________________________
 MF0273* NAD 83(1986)-  41 03 01.     (N)    088 26 54.     (W)     SCALED    
 MF0273* NAVD 88     -       193.81   (meters)     635.9    (feet)  RESET     
 MF0273  ___________________________________________________________________
 MF0273  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MF0273
 MF0273  VERT ORDER  -  THIRD
 MF0273
 MF0273.The horizontal coordinates were scaled from a topographic map and have
 MF0273.an estimated accuracy of +/- 6 seconds.
 MF0273
 MF0273.The orthometric height was computed from unverified reset data.
 MF0273
 MF0273.The geoid height was determined by GEOID03.
 MF0273
 MF0273;                    North         East    Units  Estimated Accuracy
 MF0273;SPC IL E     -   486,630.      290,330.      MT  (+/- 180 meters Scaled)
 MF0273
 MF0273                          SUPERSEDED SURVEY CONTROL
 MF0273
 MF0273.No superseded survey control is available for this station.
 MF0273
 MF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL782453(NAD 83)
 MF0273_MARKER: DR = REFERENCE MARK DISK
 MF0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0273_STAMPING: DWIGHT 2 NO 3 1972
 MF0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0273+STABILITY: SURFACE MOTION
 MF0273
 MF0273  HISTORY     - Date     Condition        Report By
 MF0273  HISTORY     - 1972     MONUMENTED       NGS
 MF0273
 MF0273                          STATION DESCRIPTION
 MF0273
 MF0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MF0273'0.4 MI W FROM DWIGHT.
 MF0273'0.4 MILE WEST ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 MF0273'U.S. HIGHWAY 66 AT THE WEST EDGE OF DWIGHT, IN THE SOUTHEAST
 MF0273'ANGLE OF THE INTERCHANGE OF HIGHWAY 17 AND INTERSTATE HIGHWAY
 MF0273'55, 147 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 17, 20 FEET
 MF0273'EAST OF A METAL WITNESS POST, 2 FEET WEST OF A METAL WITNESS POST,
 MF0273'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0274 ***********************************************************************
 MF0274  DESIGNATION -  DWIGHT 2 RM 4
 MF0274  PID         -  MF0274
 MF0274  STATE/COUNTY-  IL/LIVINGSTON
 MF0274  USGS QUAD   -  DWIGHT (1983)
 MF0274
 MF0274                         *CURRENT SURVEY CONTROL
 MF0274  ___________________________________________________________________
 MF0274* NAD 83(1986)-  41 05 31.     (N)    088 27 55.     (W)     SCALED    
 MF0274* NAVD 88     -       193.75   (meters)     635.7    (feet)  RESET     
 MF0274  ___________________________________________________________________
 MF0274  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 MF0274
 MF0274  VERT ORDER  -  THIRD
 MF0274
 MF0274.The horizontal coordinates were scaled from a topographic map and have
 MF0274.an estimated accuracy of +/- 6 seconds.
 MF0274
 MF0274.The orthometric height was computed from unverified reset data.
 MF0274
 MF0274.The geoid height was determined by GEOID03.
 MF0274
 MF0274;                    North         East    Units  Estimated Accuracy
 MF0274;SPC IL E     -   491,260.      288,920.      MT  (+/- 180 meters Scaled)
 MF0274
 MF0274                          SUPERSEDED SURVEY CONTROL
 MF0274
 MF0274.No superseded survey control is available for this station.
 MF0274
 MF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL769499(NAD 83)
 MF0274_MARKER: DR = REFERENCE MARK DISK
 MF0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0274_STAMPING: DWIGHT 2 NO 4 1972
 MF0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0274+STABILITY: SURFACE MOTION
 MF0274
 MF0274  HISTORY     - Date     Condition        Report By
 MF0274  HISTORY     - 1972     MONUMENTED       NGS
 MF0274
 MF0274                          STATION DESCRIPTION
 MF0274
 MF0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MF0274'0.4 MI W FROM DWIGHT.
 MF0274'0.4 MILE WEST ALONG STATE HIGHWAY 17 FROM ITS JUNCTION WITH
 MF0274'U.S. HIGHWAY 66 AT WEST EDGE OF DWIGHT, IN THE SOUTHEAST
 MF0274'ANGLE OF THE INTERCHANGE OF HIGHWAY 17 AND U.S. HIGHWAY
 MF0274'55 (INTERSTATE), 162 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 MF0274'17, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 17 FEET SOUTHWEST
 MF0274'OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE
 MF0274'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1428 ***********************************************************************
 MF1428  DESIGNATION -  DWIGHT METHODIST CHURCH SPIRE
 MF1428  PID         -  MF1428
 MF1428  STATE/COUNTY-  IL/LIVINGSTON
 MF1428  USGS QUAD   -  DWIGHT (1983)
 MF1428
 MF1428                         *CURRENT SURVEY CONTROL
 MF1428  ___________________________________________________________________
 MF1428* NAD 83(1997)-  41 05 37.37713(N)    088 25 45.36907(W)     ADJUSTED  
 MF1428* NAVD 88     -                                                        
 MF1428  ___________________________________________________________________
 MF1428  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 MF1428  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MF1428
 MF1428  HORZ ORDER  -  THIRD
 MF1428
 MF1428.The horizontal coordinates were established by classical geodetic methods
 MF1428.and adjusted by the National Geodetic Survey in October 1999..
 MF1428
 MF1428
 MF1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1428
 MF1428.The geoid height was determined by GEOID03.
 MF1428
 MF1428;                    North         East     Units Scale Factor Converg.
 MF1428;SPC IL E     -   491,453.571   291,940.064   MT  0.99997580   -0 03 47.0
 MF1428;SPC IL E     - 1,612,377.26    957,806.69   sFT  0.99997580   -0 03 47.0
 MF1428;UTM  16      - 4,550,144.682   379,964.974   MT  0.99977733   -0 56 22.4
 MF1428
 MF1428                          SUPERSEDED SURVEY CONTROL
 MF1428
 MF1428  NAD 83(1997)-  41 05 37.38460(N)    088 25 45.37563(W) AD(       ) 4
 MF1428  NAD 83(1986)-  41 05 37.38632(N)    088 25 45.37980(W) AD(       ) 4
 MF1428  NAD 27      -  41 05 37.27200(N)    088 25 45.16900(W) AD(       ) 3
 MF1428
 MF1428.Superseded values are not recommended for survey control.
 MF1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1428.See file dsdata.txt to determine how the superseded data were derived.
 MF1428
 MF1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7996550145(NAD 83)
 MF1428_MARKER: 90 = CHURCH SPIRE
 MF1428
 MF1428  HISTORY     - Date     Condition        Report By
 MF1428  HISTORY     - 1961     FIRST OBSERVED   CGS
 MF1428  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MF1428
 MF1428                          STATION DESCRIPTION
 MF1428
 MF1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 MF1428'STATION IS LOCATED IN CENTRAL SECTION OF DWIGHT, IN THE SOUTHWEST
 MF1428'ANGLE OF MAZON AND PRAIRIE STREETS AND JUST SOUTHWEST OF THE
 MF1428'DWIGHT POST OFFICE.
 MF1428'
 MF1428'THE STATION IS A RED BRICK BUILDING, HAS GREY SPIRE AND IS
 MF1428'APPROXIMATELY 75 FEET HIGH.
 MF1428'
 MF1428'POINT INTERSECTED WAS TOP AND CENTER.
 MF1428
 MF1428                          STATION RECOVERY (1989)
 MF1428
 MF1428'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 MF1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1427 ***********************************************************************
 MF1427  DESIGNATION -  DWIGHT OAKDALE REFORM WOMEN TK
 MF1427  PID         -  MF1427
 MF1427  STATE/COUNTY-  IL/LIVINGSTON
 MF1427  USGS QUAD   -  DWIGHT (1983)
 MF1427
 MF1427                         *CURRENT SURVEY CONTROL
 MF1427  ___________________________________________________________________
 MF1427* NAD 83(1997)-  41 05 41.25941(N)    088 28 15.35589(W)     ADJUSTED  
 MF1427* NAVD 88     -                                                        
 MF1427  ___________________________________________________________________
 MF1427  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 MF1427  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MF1427
 MF1427  HORZ ORDER  -  THIRD
 MF1427
 MF1427.The horizontal coordinates were established by classical geodetic methods
 MF1427.and adjusted by the National Geodetic Survey in October 1999..
 MF1427
 MF1427
 MF1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1427
 MF1427.The geoid height was determined by GEOID03.
 MF1427
 MF1427;                    North         East     Units Scale Factor Converg.
 MF1427;SPC IL E     -   491,578.020   288,439.984   MT  0.99997664   -0 05 25.6
 MF1427;SPC IL E     - 1,612,785.55    946,323.51   sFT  0.99997664   -0 05 25.6
 MF1427;UTM  16      - 4,550,322.625   376,467.886   MT  0.99978781   -0 58 01.1
 MF1427
 MF1427                          SUPERSEDED SURVEY CONTROL
 MF1427
 MF1427  NAD 83(1997)-  41 05 41.26763(N)    088 28 15.36294(W) AD(       ) 4
 MF1427  NAD 83(1986)-  41 05 41.26793(N)    088 28 15.36534(W) AD(       ) 4
 MF1427  NAD 27      -  41 05 41.15600(N)    088 28 15.15100(W) AD(       ) 3
 MF1427
 MF1427.Superseded values are not recommended for survey control.
 MF1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1427.See file dsdata.txt to determine how the superseded data were derived.
 MF1427
 MF1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7646850323(NAD 83)
 MF1427_MARKER: 53 = ELEVATED TANK
 MF1427
 MF1427  HISTORY     - Date     Condition        Report By
 MF1427  HISTORY     - 1960     FIRST OBSERVED   CGS
 MF1427  HISTORY     - 1989     GOOD             USPSQD
 MF1427
 MF1427                          STATION DESCRIPTION
 MF1427
 MF1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1427'STATION IS LOCATED ABOUT 2.0 MILES WEST OF DWIGHT, ABOUT
 MF1427'1-1/2 MILES WEST OF U.S. HIGHWAY 66 AND JUST NORTH OF STATE ROUTE
 MF1427'17.
 MF1427'
 MF1427'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 MF1427'STATE ROUTE 66 IN THE WEST EDGE OF DWIGHT, GO WEST 1.55 MILE
 MF1427'TO OAKDALE REFORMATORY FOR WOMEN ON RIGHT AND TANK AS DESCRIBED.
 MF1427'
 MF1427'TANK IS A SILVER WATER TANK, IS SUPPORTED BY 4 LEGS AND IS
 MF1427'APPROXIMATELY 125 FEET HIGH.
 MF1427'
 MF1427'POINT INTERSECTED WAS TOP AND CENTER.
 MF1427
 MF1427                          STATION RECOVERY (1989)
 MF1427
 MF1427'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 MF1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0275 ***********************************************************************
 MF0275  DESIGNATION -  DWIGHT RM 1
 MF0275  PID         -  MF0275
 MF0275  STATE/COUNTY-  IL/LIVINGSTON
 MF0275  USGS QUAD   -  DWIGHT (1983)
 MF0275
 MF0275                         *CURRENT SURVEY CONTROL
 MF0275  ___________________________________________________________________
 MF0275* NAD 83(1986)-  41 05 36.     (N)    088 26 51.     (W)     SCALED    
 MF0275* NAVD 88     -       194.287  (meters)     637.42   (feet)  ADJUSTED  
 MF0275  ___________________________________________________________________
 MF0275  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MF0275  DYNAMIC HT  -         194.209 (meters)     637.17  (feet)  COMP
 MF0275  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 MF0275
 MF0275  VERT ORDER  -  SECOND    CLASS 0
 MF0275
 MF0275.The horizontal coordinates were scaled from a topographic map and have
 MF0275.an estimated accuracy of +/- 6 seconds.
 MF0275
 MF0275.The orthometric height was determined by differential leveling
 MF0275.and adjusted by the National Geodetic Survey in June 1991..
 MF0275
 MF0275.The geoid height was determined by GEOID03.
 MF0275
 MF0275.The dynamic height is computed by dividing the NAVD 88
 MF0275.geopotential number by the normal gravity value computed on the
 MF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0275.degrees latitude (g = 980.6199 gals.).
 MF0275
 MF0275.The modeled gravity was interpolated from observed gravity values.
 MF0275
 MF0275;                    North         East    Units  Estimated Accuracy
 MF0275;SPC IL E     -   491,410.      290,410.      MT  (+/- 180 meters Scaled)
 MF0275
 MF0275                          SUPERSEDED SURVEY CONTROL
 MF0275
 MF0275  NGVD 29 (??/??/92)  194.359  (m)          637.66   (f) ADJ UNCH    2 0
 MF0275
 MF0275.Superseded values are not recommended for survey control.
 MF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0275.See file dsdata.txt to determine how the superseded data were derived.
 MF0275
 MF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL784501(NAD 83)
 MF0275_MARKER: DR = REFERENCE MARK DISK
 MF0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0275_STAMPING: DWIGHT NO 1 1960
 MF0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0275+STABILITY: SURFACE MOTION
 MF0275
 MF0275  HISTORY     - Date     Condition        Report By
 MF0275  HISTORY     - 1960     MONUMENTED       CGS
 MF0275  HISTORY     - 1961     GOOD             NGS
 MF0275
 MF0275                          STATION DESCRIPTION
 MF0275
 MF0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0275'0.4 MI W FROM DWIGHT.
 MF0275'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 MF0275'WITH U.S. HIGHWAY 66 IN THE WEST PART OF DWIGHT, ABOUT 0.2 MILE
 MF0275'EAST OF A FARM HOUSE ON THE NORTH SIDE OF THE ROAD, 30 FEET
 MF0275'NORTH OF THE CENTER LINE OF STATE HIGHWAY 17, 0.5 FEET SOUTH
 MF0275'OF THE FENCE, 82.5 FEET EAST OF THE THIRD POWER POLE EAST OF
 MF0275'POWER POLE WITH A TRANSFORMER, 79.3 FEET NORTH OF TRAVERSE
 MF0275'STATION DWIGHT 1960, 1 FOOT EAST OF A CONCRETE RIGHT-OF-WAY
 MF0275'MARKER, 89.9 FEET NORTH OF A METAL WITNESS POST, 1.5 FEET ABOVE
 MF0275'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 MF0275'POST WHICH PROJECTS ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0270 ***********************************************************************
 MF0270  DESIGNATION -  DWIGHT RM 2
 MF0270  PID         -  MF0270
 MF0270  STATE/COUNTY-  IL/LIVINGSTON
 MF0270  USGS QUAD   -  DWIGHT (1983)
 MF0270
 MF0270                         *CURRENT SURVEY CONTROL
 MF0270  ___________________________________________________________________
 MF0270* NAD 83(1986)-  41 05 36.     (N)    088 26 51.     (W)     SCALED    
 MF0270* NAVD 88     -       193.765  (meters)     635.71   (feet)  ADJUSTED  
 MF0270  ___________________________________________________________________
 MF0270  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MF0270  DYNAMIC HT  -         193.687 (meters)     635.45  (feet)  COMP
 MF0270  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 MF0270
 MF0270  VERT ORDER  -  SECOND    CLASS 0
 MF0270
 MF0270.The horizontal coordinates were scaled from a topographic map and have
 MF0270.an estimated accuracy of +/- 6 seconds.
 MF0270
 MF0270.The orthometric height was determined by differential leveling
 MF0270.and adjusted by the National Geodetic Survey in June 1991..
 MF0270
 MF0270.The geoid height was determined by GEOID03.
 MF0270
 MF0270.The dynamic height is computed by dividing the NAVD 88
 MF0270.geopotential number by the normal gravity value computed on the
 MF0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0270.degrees latitude (g = 980.6199 gals.).
 MF0270
 MF0270.The modeled gravity was interpolated from observed gravity values.
 MF0270
 MF0270;                    North         East    Units  Estimated Accuracy
 MF0270;SPC IL E     -   491,410.      290,410.      MT  (+/- 180 meters Scaled)
 MF0270
 MF0270                          SUPERSEDED SURVEY CONTROL
 MF0270
 MF0270  NGVD 29 (??/??/92)  193.837  (m)          635.95   (f) ADJ UNCH    2 0
 MF0270
 MF0270.Superseded values are not recommended for survey control.
 MF0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0270.See file dsdata.txt to determine how the superseded data were derived.
 MF0270
 MF0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL784501(NAD 83)
 MF0270_MARKER: DR = REFERENCE MARK DISK
 MF0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0270_STAMPING: DWIGHT NO 2 1960
 MF0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0270+STABILITY: SURFACE MOTION
 MF0270
 MF0270  HISTORY     - Date     Condition        Report By
 MF0270  HISTORY     - 1960     MONUMENTED       CGS
 MF0270  HISTORY     - 1961     GOOD             NGS
 MF0270
 MF0270                          STATION DESCRIPTION
 MF0270
 MF0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0270'0.4 MI W FROM DWIGHT.
 MF0270'ABOUT 0.4 MILES WEST ALONG STATE HIGHWAY 17 FROM ITS JUNCTION
 MF0270'WITH U.S. HIGHWAY 66 IN THE WEST PART OF DWIGHT, ABOUT 0.2
 MF0270'MILES EAST OF A FARM HOUSE ON THE NORTH SIDE OF THE ROAD,
 MF0270'60 FEET SOUTH OF THE CENTER LINE OF STATE HIGHAY 17, 0.5
 MF0270'FEET NORTH OF THE FENCE, 120 FEET EAST OF THE SIXTH TELEPHONE
 MF0270'POLE EAST OF THE FARM HOUSE, 87.6 FEET EAST OF TRAVERSE STATION
 MF0270'DWIGHT, 33 FEET WEST OF A WIRE BRACED TELEPHONE POLE, 85.2
 MF0270'FEET EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 MF0270'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MF0270'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1776 ***********************************************************************
 MF1776  CBN         -  This is a Cooperative Base Network Control Station.
 MF1776  PACS        -  This is a Primary Airport Control Station.
 MF1776  DESIGNATION -  DWIPORT
 MF1776  PID         -  MF1776
 MF1776  STATE/COUNTY-  IL/GRUNDY
 MF1776  USGS QUAD   -  MAZON (1983)
 MF1776
 MF1776                         *CURRENT SURVEY CONTROL
 MF1776  ___________________________________________________________________
 MF1776* NAD 83(1997)-  41 07 58.22297(N)    088 26 04.50800(W)     ADJUSTED  
 MF1776* NAVD 88     -       189.81   (meters)     622.7    (feet)  GPS OBS   
 MF1776  ___________________________________________________________________
 MF1776  X           -     131,428.533 (meters)                     COMP
 MF1776  Y           -  -4,809,222.539 (meters)                     COMP
 MF1776  Z           -   4,173,649.340 (meters)                     COMP
 MF1776  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 MF1776  ELLIP HEIGHT-         157.32  (meters)          (10/15/04) GPS OBS
 MF1776  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MF1776
 MF1776  HORZ ORDER  -  B
 MF1776  ELLP ORDER  -  FOURTH    CLASS II
 MF1776
 MF1776.This mark is at Dwight Airport (DTG)
 MF1776
 MF1776.The horizontal coordinates were established by GPS observations
 MF1776.and adjusted by the National Geodetic Survey in July 1998..
 MF1776
 MF1776.The orthometric height was determined by GPS observations and a
 MF1776.high-resolution geoid model.
 MF1776
 MF1776.GPS derived orthometric heights for airport stations designated as
 MF1776.PACS or SACS are published to 2 decimal places.  This maintains
 MF1776.centimeter relative accuracy between the PACS and SACS.  It does
 MF1776.not indicate centimeter accuracy relative to other marks which are
 MF1776.part of the NAVD 88 network.
 MF1776
 MF1776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1776
 MF1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1776
 MF1776.The ellipsoidal height was determined by GPS observations
 MF1776.and is referenced to NAD 83.
 MF1776
 MF1776.The geoid height was determined by GEOID03.
 MF1776
 MF1776;                    North         East     Units Scale Factor Converg.
 MF1776;SPC IL E     -   495,798.910   291,498.464   MT  0.99997589   -0 03 59.8
 MF1776;SPC IL E     - 1,626,633.59    956,357.88   sFT  0.99997589   -0 03 59.8
 MF1776;UTM  16      - 4,554,495.408   379,589.998   MT  0.99977844   -0 56 37.7
 MF1776
 MF1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1776!SPC IL E     -   0.99997532  x   0.99997589  =   0.99995121
 MF1776!UTM  16      -   0.99997532  x   0.99977844  =   0.99975377
 MF1776
 MF1776:                Primary Azimuth Mark                     Grid Az
 MF1776:SPC IL E     -  DWIPORT AZ MK                            268 07 22.3
 MF1776:UTM  16      -  DWIPORT AZ MK                            269 00 00.2
 MF1776
 MF1776|---------------------------------------------------------------------|
 MF1776| PID    Reference Object                     Distance      Geod. Az  |
 MF1776|                                                           dddmmss.s |
 MF1776| MF1777 DWIPORT AZ MK                       APPROX. 0.7 KM 2680322.5 |
 MF1776|---------------------------------------------------------------------|
 MF1776
 MF1776                          SUPERSEDED SURVEY CONTROL
 MF1776
 MF1776  ELLIP H (07/17/98)  157.32   (m)                       GP(       ) 4 1
 MF1776  NAD 83(1986)-  41 07 58.22989(N)    088 26 04.51858(W) AD(       ) 1
 MF1776  NGVD 29 (06/25/91)  189.9    (m)          623.     (f) GPS OBS        
 MF1776
 MF1776.Superseded values are not recommended for survey control.
 MF1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1776.See file dsdata.txt to determine how the superseded data were derived.
 MF1776
 MF1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7959054495(NAD 83)
 MF1776_MARKER: I = METAL ROD
 MF1776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1776_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1776_STAMPING: DWIPORT 1990
 MF1776_MARK LOGO: NGS   
 MF1776_PROJECTION: FLUSH
 MF1776_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1776+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF1776_ROD/PIPE-DEPTH: 5.80 meters
 MF1776_SLEEVE-DEPTH  : 1.00 meters
 MF1776
 MF1776  HISTORY     - Date     Condition        Report By
 MF1776  HISTORY     - 1990     MONUMENTED       NGS
 MF1776  HISTORY     - 19970508 GOOD             NGS
 MF1776  HISTORY     - 200205   GOOD             ASCPC
 MF1776  HISTORY     - 20050725 GOOD             GEOSPC
 MF1776
 MF1776                          STATION DESCRIPTION
 MF1776
 MF1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1776'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF DWIGHT, 2.5 KM
 MF1776'(1.6 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE
 MF1776'HIGHWAY 47, AT THE DWIGHT AIRPORT, AT THE JUNCTION OF THE RAMP AND
 MF1776'THE EAST END OF RUNWAY 9-27, IN EAST CENTRAL SECTION 29, T 31 N, R 7
 MF1776'E. OWNERSHIP--DAVID CONSTANTINE, RR 1, BOX 165, DWIGHT, IL 60420.
 MF1776'AIRPORT MANAGER IS DAVID CONSTANTINE, PHONE 815-584-2486.
 MF1776'TO REACH FROM THE JUNCTION OF HIGHWAYS 55 AND 47 (EXIT 220) ON THE
 MF1776'NORTH SIDE OF DWIGHT, GO NORTH ON HIGHWAY 47 FOR 0.83 KM (0.52 MI) TO
 MF1776'A CROSSROAD.  TURN LEFT, WEST, ON SCULLY ROAD FOR 1.61 KM (1.00 MI)
 MF1776'TO A CROSSROAD.  TURN RIGHT, NORTH, ON PAVED ROAD FOR 1.02 KM
 MF1776'(0.63 MI) TO A GRAVEL DRIVE ON THE LEFT BETWEEN A METAL BARN AND
 MF1776'STORAGE BINS. TURN LEFT, WEST, THEN SOUTH, ON APRON AND RAMP FOR 0.12
 MF1776'KM (0.07 MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.
 MF1776'THE STATION IS LOCATED 61.9 M (203.1 FT) SOUTH-SOUTHEAST FROM THE
 MF1776'SOUTHWEST CORNER OF THE SECOND METAL HANGAR FROM THE EAST, 14.6 M
 MF1776'(47.9 FT) WEST FROM THE CENTER OF THE RAMP, 12.8 M (42.0 FT) NORTH
 MF1776'FROM THE CENTER OF THE RUNWAY, 8.8 M (28.9 FT) WEST-SOUTHWEST FROM
 MF1776'THE WEST END OF A 20 CM METAL CULVERT PIPE UNDER THE RAMP, AND 7.9 M
 MF1776'(25.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE CURVED PAVEMENT.
 MF1776'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1776
 MF1776                          STATION RECOVERY (1997)
 MF1776
 MF1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MF1776'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 85 KM
 MF1776'(52.80 MI) NORTHEAST OF BLOOMINGTON, 50 KM (31.05 MI) WEST OF
 MF1776'KANKAKEE, 4 KM (2.50 MI) NORTH OF DWIGHT, 2.5 KM (1.55 MI) NORTHWEST
 MF1776'OF INTERSTATE HIGHWAY 55, AT THE DWIGHT AIRPORT, IN GRASS IN THE
 MF1776'NORTHWEST QUADRANT OF THE JUNCTION OF DISPLACED RUNWAY END 27 AND THE
 MF1776'CONNECTOR TAXI FROM THE APRON.  OWNERSHIP--DAVID CONSTANTINE, R.R.1
 MF1776'BOX 165, DWIGHT, IL 60420.  AIRPORT MANAGER IS DAVID CONSTANTINE.
 MF1776'PHONE 815-584-2486.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 MF1776'INTERSTATE HIGHWAY 55 AND STATE HIGHWAY 47 (EXIT 220) ON THE NORTH
 MF1776'SIDE OF DWIGHT, GO NORTH ON HIGHWAY 47 FOR 0.83 KM (0.50 MI) TO A
 MF1776'CROSSROAD (PAVED LEFT, GRAVEL RIGHT).  TURN LEFT, WEST, ON SCULLY ROAD
 MF1776'FOR 1.61 KM (1.00 MI) TO A PAVED CROSSROAD.  TURN RIGHT, NORTH, ON THE
 MF1776'ROAD FOR 1.02 KM (0.65 MI) TO A GRAVEL DRIVE LEFT LEADING BETWEEN A
 MF1776'METAL BARN AND SEVERAL STORAGE BINS.  TURN LEFT, WEST, ON THE DRIVE,
 MF1776'THEN SOUTH, ACROSS THE APRON AND ALONG A TAXI FOR 0.12 TO THE JUNCTION
 MF1776'OF THE RUNWAY AND THE STATION ON THE RIGHT.  THE STATION IS A CENTER
 MF1776'PUNCH ON THE TOP OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 MF1776'SLEEVE 1 M (3.3 FT) LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 MF1776'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 61.9 M (203.1
 MF1776'FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SECOND METAL HANGAR
 MF1776'FROM THE EAST, 13.8 M (45.3 FT) WEST OF THE TAXI CENTER, 12.8 M (42.0
 MF1776'FT) NORTH OF THE RUNWAY CENTER, 8.8 M (28.9 FT) WEST-SOUTHWEST OF THE
 MF1776'WEST END OF A 20 CM CULVERT UNDER THE TAXI, AND 7.9 M (25.9 FT)
 MF1776'NORTHWEST OF THE CENTER OF THE CURVED PAVEMENT AT THE JUNCTION OF THE
 MF1776'RUNWAY AND TAXI.
 MF1776
 MF1776                          STATION RECOVERY (2002)
 MF1776
 MF1776'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1776'RECOVERED AS DESCRIBED
 MF1776' 
 MF1776'
 MF1776
 MF1776                          STATION RECOVERY (2005)
 MF1776
 MF1776'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF1776'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1777 ***********************************************************************
 MF1777  DESIGNATION -  DWIPORT AZ MK
 MF1777  PID         -  MF1777
 MF1777  STATE/COUNTY-  IL/GRUNDY
 MF1777  USGS QUAD   -  MAZON (1983)
 MF1777
 MF1777                         *CURRENT SURVEY CONTROL
 MF1777  ___________________________________________________________________
 MF1777* NAD 83(1997)-  41 07 57.44694(N)    088 26 34.70876(W)     ADJUSTED  
 MF1777* NAVD 88     -       191.4    (meters)     628.     (feet)  VERTCON   
 MF1777  ___________________________________________________________________
 MF1777  X           -     130,724.838 (meters)                     COMP
 MF1777  Y           -  -4,809,258.685 (meters)                     COMP
 MF1777  Z           -   4,173,632.368 (meters)                     COMP
 MF1777  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 MF1777  ELLIP HEIGHT-         158.93  (meters)          (10/21/99) GPS OBS
 MF1777  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MF1777
 MF1777  HORZ ORDER  -  FIRST
 MF1777  ELLP ORDER  -  FOURTH    CLASS I
 MF1777
 MF1777.This mark is at Dwight Airport (DTG)
 MF1777
 MF1777.The horizontal coordinates were established by GPS observations
 MF1777.and adjusted by the National Geodetic Survey in October 1999..
 MF1777
 MF1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1777
 MF1777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1777
 MF1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1777
 MF1777.The ellipsoidal height was determined by GPS observations
 MF1777.and is referenced to NAD 83.
 MF1777
 MF1777.The geoid height was determined by GEOID03.
 MF1777
 MF1777;                    North         East     Units Scale Factor Converg.
 MF1777;SPC IL E     -   495,775.823   290,794.052   MT  0.99997604   -0 04 19.6
 MF1777;SPC IL E     - 1,626,557.85    954,046.82   sFT  0.99997604   -0 04 19.6
 MF1777;UTM  16      - 4,554,483.111   378,885.454   MT  0.99978053   -0 56 57.5
 MF1777
 MF1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1777!SPC IL E     -   0.99997507  x   0.99997604  =   0.99995111
 MF1777!UTM  16      -   0.99997507  x   0.99978053  =   0.99975561
 MF1777
 MF1777:                Primary Azimuth Mark                     Grid Az
 MF1777:SPC IL E     -  DWIPORT                                  088 07 22.3
 MF1777:UTM  16      -  DWIPORT                                  089 00 00.2
 MF1777
 MF1777|---------------------------------------------------------------------|
 MF1777| PID    Reference Object                     Distance      Geod. Az  |
 MF1777|                                                           dddmmss.s |
 MF1777| MF1776 DWIPORT                             APPROX. 0.7 KM 0880302.7 |
 MF1777|---------------------------------------------------------------------|
 MF1777
 MF1777                          SUPERSEDED SURVEY CONTROL
 MF1777
 MF1777  NAD 83(1997)-  41 07 57.44694(N)    088 26 34.70876(W) AD(       ) 1
 MF1777  NAD 83(1986)-  41 07 57.45386(N)    088 26 34.71934(W) AD(       ) 1
 MF1777  NGVD 29 (06/25/91)  191.5    (m)          628.     (f) GPS OBS        
 MF1777
 MF1777.Superseded values are not recommended for survey control.
 MF1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1777.See file dsdata.txt to determine how the superseded data were derived.
 MF1777
 MF1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7888554483(NAD 83)
 MF1777_MARKER: I = METAL ROD
 MF1777_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1777_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1777_STAMPING: DWIPORT AZ MK 1990
 MF1777_MARK LOGO: NGS   
 MF1777_PROJECTION: FLUSH
 MF1777_MAGNETIC: I = MARKER IS A STEEL ROD
 MF1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1777+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MF1777_ROD/PIPE-DEPTH: 4.7  meters
 MF1777_SLEEVE-DEPTH  : 1.0 meters
 MF1777
 MF1777  HISTORY     - Date     Condition        Report By
 MF1777  HISTORY     - 1990     MONUMENTED       NGS
 MF1777
 MF1777                          STATION DESCRIPTION
 MF1777
 MF1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1777'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF DWIGHT, 2.5 KM
 MF1777'(1.6 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE
 MF1777'HIGHWAY 47, AT THE DWIGHT AIRPORT, IN THE NORTHEAST ANGLE OF JUNCTION
 MF1777'OF PAVED AND TURF RUNWAYS, NEAR THE CENTER OF SECTION 29, T 31 N, R 7
 MF1777'E.  OWNERSHIP--DAVID CONSTANTINE, RR 1, BOX 165, DWIGHT, IL 60420.
 MF1777'AIRPORT MANAGER IS DAVID CONSTANTINE, PHONE 815-584-2486.
 MF1777'TO REACH FROM THE JUNCTION OF HIGHWAYS 55 AND 47 (EXIT 220) ON THE
 MF1777'NORTH SIDE OF DWIGHT, GO NORTH ON HIGHWAY 47 FOR 0.83 KM (0.52 MI) TO
 MF1777'A CROSSROAD.  TURN LEFT, WEST, ON SCULLY ROAD FOR 1.61 KM (1.00 MI)
 MF1777'TO A CROSSROAD.  TURN RIGHT, NORTH, ON PAVED ROAD FOR 1.02 KM
 MF1777'(0.63 MI) TO A GRAVEL DRIVE ON THE LEFT BETWEEN A METAL BARN AND
 MF1777'STORAGE BINS. TURN LEFT, WEST, THEN SOUTH, ON APRON AND RAMP FOR 0.12
 MF1777'KM (0.07 MI) TO THE RUNWAY.  TURN RIGHT, WEST, ALONG NORTH SIDE OF
 MF1777'RUNWAY FOR 0.72 KM (0.45 MI) TO THE STATION ON THE RIGHT JUST PAST
 MF1777'THE END OF THE ASPHALT RUNWAY.
 MF1777'THE STATION IS LOCATED 13.1 M (43.0 FT) NORTH FROM THE EXTENDED CENTER
 MF1777'OF RUNWAY 9-27, 11.4 EAST FROM THE APPROXIMATE CENTER OF THE TURF
 MF1777'RUNWAY, 6.8 M (22.3 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 MF1777'ASPHALT FOR THE AIRPLANE TURN-AROUND, AND 3.2 M (10.5 FT) SOUTHWEST
 MF1777'FROM A RUNWAY END LIGHT.
 MF1777'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0864 ***********************************************************************
 KB0864  DESIGNATION -  E 102
 KB0864  PID         -  KB0864
 KB0864  STATE/COUNTY-  IL/MACOUPIN
 KB0864  USGS QUAD   -  CARLINVILLE EAST (1979)
 KB0864
 KB0864                         *CURRENT SURVEY CONTROL
 KB0864  ___________________________________________________________________
 KB0864* NAD 83(1986)-  39 16 38.     (N)    089 49 38.     (W)     SCALED    
 KB0864* NAVD 88     -       192.103  (meters)     630.26   (feet)  ADJUSTED  
 KB0864  ___________________________________________________________________
 KB0864  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KB0864  DYNAMIC HT  -         191.993 (meters)     629.90  (feet)  COMP
 KB0864  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 KB0864
 KB0864  VERT ORDER  -  SECOND    CLASS 0
 KB0864
 KB0864.The horizontal coordinates were scaled from a topographic map and have
 KB0864.an estimated accuracy of +/- 6 seconds.
 KB0864
 KB0864.The orthometric height was determined by differential leveling
 KB0864.and adjusted by the National Geodetic Survey in June 1991..
 KB0864
 KB0864.The geoid height was determined by GEOID03.
 KB0864
 KB0864.The dynamic height is computed by dividing the NAVD 88
 KB0864.geopotential number by the normal gravity value computed on the
 KB0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0864.degrees latitude (g = 980.6199 gals.).
 KB0864
 KB0864.The modeled gravity was interpolated from observed gravity values.
 KB0864
 KB0864;                    North         East    Units  Estimated Accuracy
 KB0864;SPC IL W     -   289,800.      729,290.      MT  (+/- 180 meters Scaled)
 KB0864
 KB0864                          SUPERSEDED SURVEY CONTROL
 KB0864
 KB0864  NGVD 29 (??/??/92)  192.235  (m)          630.69   (f) ADJ UNCH    2 0
 KB0864
 KB0864.Superseded values are not recommended for survey control.
 KB0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0864.See file dsdata.txt to determine how the superseded data were derived.
 KB0864
 KB0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ561513(NAD 83)
 KB0864_MARKER: DB = BENCH MARK DISK
 KB0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0864_STAMPING: E 102 1935
 KB0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0864+STABILITY: SURFACE MOTION
 KB0864
 KB0864  HISTORY     - Date     Condition        Report By
 KB0864  HISTORY     - 1935     MONUMENTED       CGS
 KB0864  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0864
 KB0864                          STATION DESCRIPTION
 KB0864
 KB0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0864'2.9 MI E FROM CARLINVILLE.
 KB0864'2.9 MILES EAST ALONG STATE HIGHWAY 108 FROM THE COURTHOUSE AT
 KB0864'CARLINVILLE, MACOUPIN COUNTY, 0.5 MILE EAST OF A STEEL BRIDGE,
 KB0864'AT THE TOP OF A HILL, AT THE E. VOINER PROPERTY, 60 FEET EAST OF
 KB0864'A PRIVATE ROAD, 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KB0864'AND 1 FOOT SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED E
 KB0864'102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0864
 KB0864                          STATION RECOVERY (1976)
 KB0864
 KB0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0082 ***********************************************************************
 KC0082  DESIGNATION -  E 103
 KC0082  PID         -  KC0082
 KC0082  STATE/COUNTY-  IL/MACOUPIN
 KC0082  USGS QUAD   -  MEDORA (1983)
 KC0082
 KC0082                         *CURRENT SURVEY CONTROL
 KC0082  ___________________________________________________________________
 KC0082* NAD 83(1986)-  39 10 25.     (N)    090 08 22.     (W)     SCALED    
 KC0082* NAVD 88     -       185.918  (meters)     609.97   (feet)  ADJUSTED  
 KC0082  ___________________________________________________________________
 KC0082  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KC0082  DYNAMIC HT  -         185.813 (meters)     609.62  (feet)  COMP
 KC0082  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KC0082
 KC0082  VERT ORDER  -  SECOND    CLASS 0
 KC0082
 KC0082.The horizontal coordinates were scaled from a topographic map and have
 KC0082.an estimated accuracy of +/- 6 seconds.
 KC0082
 KC0082.The orthometric height was determined by differential leveling
 KC0082.and adjusted by the National Geodetic Survey in June 1991..
 KC0082
 KC0082.The geoid height was determined by GEOID03.
 KC0082
 KC0082.The dynamic height is computed by dividing the NAVD 88
 KC0082.geopotential number by the normal gravity value computed on the
 KC0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0082.degrees latitude (g = 980.6199 gals.).
 KC0082
 KC0082.The modeled gravity was interpolated from observed gravity values.
 KC0082
 KC0082;                    North         East    Units  Estimated Accuracy
 KC0082;SPC IL W     -   278,240.      702,350.      MT  (+/- 180 meters Scaled)
 KC0082
 KC0082                          SUPERSEDED SURVEY CONTROL
 KC0082
 KC0082  NGVD 29 (??/??/92)  186.041  (m)          610.37   (f) ADJ UNCH    2 0
 KC0082
 KC0082.Superseded values are not recommended for survey control.
 KC0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0082.See file dsdata.txt to determine how the superseded data were derived.
 KC0082
 KC0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD471399(NAD 83)
 KC0082_MARKER: DB = BENCH MARK DISK
 KC0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0082_STAMPING: E 103 1935
 KC0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0082+STABILITY: SURFACE MOTION
 KC0082
 KC0082  HISTORY     - Date     Condition        Report By
 KC0082  HISTORY     - 1935     MONUMENTED       CGS
 KC0082
 KC0082                          STATION DESCRIPTION
 KC0082
 KC0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0082'AT MEDORA.
 KC0082'AT MEDORA, MACOUPIN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 KC0082'RAILROAD, ACROSS THE TRACK FROM THE STATION, ABOUT 100 YARDS
 KC0082'SOUTH OF MILEPOST 48, 20 YARDS SOUTH OF THE CENTER OF A ROAD
 KC0082'CROSSING, AND 11 YARDS WEST OF THE CENTERLINE OF THE TRACK.  A
 KC0082'STANDARD DISK, STAMPED E 103 1935 AND SET IN THE TOP OF A
 KC0082'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1242 ***********************************************************************
 JB1242  DESIGNATION -  E 105
 JB1242  PID         -  JB1242
 JB1242  STATE/COUNTY-  IL/RANDOLPH
 JB1242  USGS QUAD   -  EVANSVILLE (1982)
 JB1242
 JB1242                         *CURRENT SURVEY CONTROL
 JB1242  ___________________________________________________________________
 JB1242* NAD 83(1986)-  38 01 36.     (N)    089 56 35.     (W)     SCALED    
 JB1242* NAVD 88     -       120.043  (meters)     393.84   (feet)  ADJUSTED  
 JB1242  ___________________________________________________________________
 JB1242  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JB1242  DYNAMIC HT  -         119.961 (meters)     393.57  (feet)  COMP
 JB1242  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 JB1242
 JB1242  VERT ORDER  -  SECOND    CLASS 0
 JB1242
 JB1242.The horizontal coordinates were scaled from a topographic map and have
 JB1242.an estimated accuracy of +/- 6 seconds.
 JB1242
 JB1242.The orthometric height was determined by differential leveling
 JB1242.and adjusted by the National Geodetic Survey in June 1991..
 JB1242
 JB1242.The geoid height was determined by GEOID03.
 JB1242
 JB1242.The dynamic height is computed by dividing the NAVD 88
 JB1242.geopotential number by the normal gravity value computed on the
 JB1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1242.degrees latitude (g = 980.6199 gals.).
 JB1242
 JB1242.The modeled gravity was interpolated from observed gravity values.
 JB1242
 JB1242;                    North         East    Units  Estimated Accuracy
 JB1242;SPC IL W     -   150,950.      719,630.      MT  (+/- 180 meters Scaled)
 JB1242
 JB1242                          SUPERSEDED SURVEY CONTROL
 JB1242
 JB1242  NGVD 29 (??/??/92)  120.150  (m)          394.19   (f) ADJ UNCH    2 0
 JB1242
 JB1242.Superseded values are not recommended for survey control.
 JB1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1242.See file dsdata.txt to determine how the superseded data were derived.
 JB1242
 JB1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH416128(NAD 83)
 JB1242_MARKER: DB = BENCH MARK DISK
 JB1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1242_STAMPING: E 105 1935
 JB1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1242+STABILITY: SURFACE MOTION
 JB1242
 JB1242  HISTORY     - Date     Condition        Report By
 JB1242  HISTORY     - 1935     MONUMENTED       CGS
 JB1242  HISTORY     - 1969     MARK NOT FOUND   USGS
 JB1242
 JB1242                          STATION DESCRIPTION
 JB1242
 JB1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1242'0.7 MI N FROM COLLINS.
 JB1242'0.7 MILE NORTH ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE
 JB1242'STATION AT COLLINS, RANDOLPH COUNTY, AT POLE 75+05, 12 FEET SOUTH
 JB1242'OF THE TRACK, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 JB1242'STANDARD DISK, STAMPED E 105 1935 AND SET IN THE TOP OF A
 JB1242'CONCRETE POST.
 JB1242
 JB1242                          STATION RECOVERY (1969)
 JB1242
 JB1242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JB1242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0870 ***********************************************************************
 HB0870  DESIGNATION -  E 106
 HB0870  PID         -  HB0870
 HB0870  STATE/COUNTY-  IL/UNION
 HB0870  USGS QUAD   -  ANNA (1978)
 HB0870
 HB0870                         *CURRENT SURVEY CONTROL
 HB0870  ___________________________________________________________________
 HB0870* NAD 83(1986)-  37 27 50.     (N)    089 13 32.     (W)     SCALED    
 HB0870* NAVD 88     -       197.137  (meters)     646.77   (feet)  ADJUSTED  
 HB0870  ___________________________________________________________________
 HB0870  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0870  DYNAMIC HT  -         196.996 (meters)     646.31  (feet)  COMP
 HB0870  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 HB0870
 HB0870  VERT ORDER  -  SECOND    CLASS 0
 HB0870
 HB0870.The horizontal coordinates were scaled from a topographic map and have
 HB0870.an estimated accuracy of +/- 6 seconds.
 HB0870
 HB0870.The orthometric height was determined by differential leveling
 HB0870.and adjusted by the National Geodetic Survey in June 1991..
 HB0870
 HB0870.The geoid height was determined by GEOID03.
 HB0870
 HB0870.The dynamic height is computed by dividing the NAVD 88
 HB0870.geopotential number by the normal gravity value computed on the
 HB0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0870.degrees latitude (g = 980.6199 gals.).
 HB0870
 HB0870.The modeled gravity was interpolated from observed gravity values.
 HB0870
 HB0870;                    North         East    Units  Estimated Accuracy
 HB0870;SPC IL W     -    88,890.      783,250.      MT  (+/- 180 meters Scaled)
 HB0870
 HB0870                          SUPERSEDED SURVEY CONTROL
 HB0870
 HB0870  NGVD 29 (??/??/??)  197.153  (m)          646.83   (f) ADJUSTED    2 0
 HB0870
 HB0870.Superseded values are not recommended for survey control.
 HB0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0870.See file dsdata.txt to determine how the superseded data were derived.
 HB0870
 HB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG031486(NAD 83)
 HB0870_MARKER: DB = BENCH MARK DISK
 HB0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0870_STAMPING: E 106 1935
 HB0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0870+STABILITY: SURFACE MOTION
 HB0870
 HB0870  HISTORY     - Date     Condition        Report By
 HB0870  HISTORY     - 1935     MONUMENTED       CGS
 HB0870  HISTORY     - 20020828 MARK NOT FOUND   USACE
 HB0870
 HB0870                          STATION DESCRIPTION
 HB0870
 HB0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0870'1.3 MI E FROM ANNA.
 HB0870'1.3 MILES EAST ALONG STATE HIGHWAY 146 FROM THE ILLINOIS CENTRAL
 HB0870'RAILROAD STATION AT ANNA, UNION COUNTY, 49 FEET SOUTHEAST OF THE
 HB0870'SOUTHEAST CORNER OF THE LOG CABIN LUNCH ROOM IN 1935, 37 FEET
 HB0870'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET SOUTH OF A
 HB0870'TELEPHONE POLE.  A STANDARD DISK, STAMPED E 106 1935 AND SET IN
 HB0870'THE TOP OF A CONCRETE POST.
 HB0870
 HB0870                          STATION RECOVERY (2002)
 HB0870
 HB0870'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0870'MARK DESTROYED. NEW HWY 146 HAS TAKEN OVER SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0748 ***********************************************************************
 HB0748  DESIGNATION -  E 107
 HB0748  PID         -  HB0748
 HB0748  STATE/COUNTY-  IL/ALEXANDER
 HB0748  USGS QUAD   -  MC CLURE (1993)
 HB0748
 HB0748                         *CURRENT SURVEY CONTROL
 HB0748  ___________________________________________________________________
 HB0748* NAD 83(1986)-  37 15 28.     (N)    089 26 29.     (W)     SCALED    
 HB0748* NAVD 88     -       103.410  (meters)     339.27   (feet)  ADJUSTED  
 HB0748  ___________________________________________________________________
 HB0748  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HB0748  DYNAMIC HT  -         103.336 (meters)     339.03  (feet)  COMP
 HB0748  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 HB0748
 HB0748  VERT ORDER  -  SECOND    CLASS 0
 HB0748
 HB0748.The horizontal coordinates were scaled from a topographic map and have
 HB0748.an estimated accuracy of +/- 6 seconds.
 HB0748
 HB0748.The orthometric height was determined by differential leveling
 HB0748.and adjusted by the National Geodetic Survey in June 1991..
 HB0748
 HB0748.The geoid height was determined by GEOID03.
 HB0748
 HB0748.The dynamic height is computed by dividing the NAVD 88
 HB0748.geopotential number by the normal gravity value computed on the
 HB0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0748.degrees latitude (g = 980.6199 gals.).
 HB0748
 HB0748.The modeled gravity was interpolated from observed gravity values.
 HB0748
 HB0748;                    North         East    Units  Estimated Accuracy
 HB0748;SPC IL W     -    65,840.      764,340.      MT  (+/- 180 meters Scaled)
 HB0748
 HB0748                          SUPERSEDED SURVEY CONTROL
 HB0748
 HB0748  NGVD 29 (??/??/??)  103.312  (m)          338.95   (f) ADJUSTED    2 0
 HB0748
 HB0748.Superseded values are not recommended for survey control.
 HB0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0748.See file dsdata.txt to determine how the superseded data were derived.
 HB0748
 HB0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG834262(NAD 83)
 HB0748_MARKER: DB = BENCH MARK DISK
 HB0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0748_STAMPING: E 107 1935
 HB0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0748+STABILITY: SURFACE MOTION
 HB0748
 HB0748  HISTORY     - Date     Condition        Report By
 HB0748  HISTORY     - 1935     MONUMENTED       CGS
 HB0748  HISTORY     - 1965     MARK NOT FOUND   CGS
 HB0748
 HB0748                          STATION DESCRIPTION
 HB0748
 HB0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0748'AT GALE.
 HB0748'AT GALE, ALEXANDER COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 600
 HB0748'FEET WEST OF THE RAILROAD HOTEL CAFE, 6 FEET EAST OF MILEPOST 118,
 HB0748'25 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, AND 55 FEET SOUTH
 HB0748'OF THE MIDDLE ENTRANCE TO THE STOCK LOADING YARD.  A STANDARD DISK,
 HB0748'STAMPED E 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0748
 HB0748                          STATION RECOVERY (1965)
 HB0748
 HB0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0170 ***********************************************************************
 JB0170  DESIGNATION -  E 108
 JB0170  PID         -  JB0170
 JB0170  STATE/COUNTY-  IL/EDWARDS
 JB0170  USGS QUAD   -  ALBION SOUTH (1971)
 JB0170
 JB0170                         *CURRENT SURVEY CONTROL
 JB0170  ___________________________________________________________________
 JB0170* NAD 83(1986)-  38 21 31.     (N)    088 05 38.     (W)     SCALED    
 JB0170* NAVD 88     -       121.497  (meters)     398.61   (feet)  ADJUSTED  
 JB0170  ___________________________________________________________________
 JB0170  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JB0170  DYNAMIC HT  -         121.420 (meters)     398.36  (feet)  COMP
 JB0170  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JB0170
 JB0170  VERT ORDER  -  SECOND    CLASS 0
 JB0170
 JB0170.The horizontal coordinates were scaled from a topographic map and have
 JB0170.an estimated accuracy of +/- 6 seconds.
 JB0170
 JB0170.The orthometric height was determined by differential leveling
 JB0170.and adjusted by the National Geodetic Survey in June 1991..
 JB0170
 JB0170.The geoid height was determined by GEOID03.
 JB0170
 JB0170.The dynamic height is computed by dividing the NAVD 88
 JB0170.geopotential number by the normal gravity value computed on the
 JB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0170.degrees latitude (g = 980.6199 gals.).
 JB0170
 JB0170.The modeled gravity was interpolated from observed gravity values.
 JB0170
 JB0170;                    North         East    Units  Estimated Accuracy
 JB0170;SPC IL E     -   187,810.      320,930.      MT  (+/- 180 meters Scaled)
 JB0170
 JB0170                          SUPERSEDED SURVEY CONTROL
 JB0170
 JB0170  NGVD 29 (??/??/92)  121.630  (m)          399.05   (f) ADJ UNCH    2 0
 JB0170
 JB0170.Superseded values are not recommended for survey control.
 JB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0170.See file dsdata.txt to determine how the superseded data were derived.
 JB0170
 JB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH044461(NAD 83)
 JB0170_MARKER: DB = BENCH MARK DISK
 JB0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0170_STAMPING: E 108 1935
 JB0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0170+STABILITY: SURFACE MOTION
 JB0170
 JB0170  HISTORY     - Date     Condition        Report By
 JB0170  HISTORY     - 1935     MONUMENTED       CGS
 JB0170
 JB0170                          STATION DESCRIPTION
 JB0170
 JB0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0170'2.1 MI W FROM ALBION.
 JB0170'2.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JB0170'ALBION, EDWARDS COUNTY, 0.1 MILE EAST OF MILEPOST 132, ONE RAIL
 JB0170'WEST OF A ROAD CROSSING, AND 30 FEET NORTH OF THE TRACK.  A
 JB0170'STANDARD DISK, STAMPED E 108 1935 AND SET IN THE TOP OF A
 JB0170'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0845 ***********************************************************************
 HB0845  DESIGNATION -  E 11
 HB0845  PID         -  HB0845
 HB0845  STATE/COUNTY-  IL/ALEXANDER
 HB0845  USGS QUAD   -  CAIRO (1993)
 HB0845
 HB0845                         *CURRENT SURVEY CONTROL
 HB0845  ___________________________________________________________________
 HB0845* NAD 83(1986)-  37 02 26.     (N)    089 11 29.     (W)     SCALED    
 HB0845* NAVD 88     -       100.300  (meters)     329.07   (feet)  ADJUSTED  
 HB0845  ___________________________________________________________________
 HB0845  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0845  DYNAMIC HT  -         100.226 (meters)     328.82  (feet)  COMP
 HB0845  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 HB0845
 HB0845  VERT ORDER  -  FIRST     CLASS I
 HB0845
 HB0845.The horizontal coordinates were scaled from a topographic map and have
 HB0845.an estimated accuracy of +/- 6 seconds.
 HB0845
 HB0845.The orthometric height was determined by differential leveling
 HB0845.and adjusted by the National Geodetic Survey in June 1991..
 HB0845
 HB0845.The geoid height was determined by GEOID03.
 HB0845
 HB0845.The dynamic height is computed by dividing the NAVD 88
 HB0845.geopotential number by the normal gravity value computed on the
 HB0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0845.degrees latitude (g = 980.6199 gals.).
 HB0845
 HB0845.The modeled gravity was interpolated from observed gravity values.
 HB0845
 HB0845;                    North         East    Units  Estimated Accuracy
 HB0845;SPC IL W     -    41,940.      786,760.      MT  (+/- 180 meters Scaled)
 HB0845
 HB0845                          SUPERSEDED SURVEY CONTROL
 HB0845
 HB0845  NGVD 29 (??/??/??)  100.191  (m)          328.71   (f) ADJUSTED    1 1
 HB0845
 HB0845.Superseded values are not recommended for survey control.
 HB0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0845.See file dsdata.txt to determine how the superseded data were derived.
 HB0845
 HB0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG051016(NAD 83)
 HB0845_MARKER: DD = SURVEY DISK
 HB0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0845_SP_SET: ABUTMENT
 HB0845_STAMPING: E 11 1922
 HB0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0845
 HB0845  HISTORY     - Date     Condition        Report By
 HB0845  HISTORY     - 1922     MONUMENTED       USGS
 HB0845  HISTORY     - 1969     GOOD             CGS
 HB0845
 HB0845                          STATION DESCRIPTION
 HB0845
 HB0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0845'3.2 MI N FROM CAIRO.
 HB0845'ABOUT 2.85 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0845'AND COURTHOUSE AT CAIRO, THENCE 0.3 MILE WEST ALONG STATE
 HB0845'HIGHWAY 3, OR ABOUT 5.15 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 HB0845'RAILROAD FROM THE STATION AT MOUNDS, 8 RAILS NORTH OF THE NORTH
 HB0845'END OF THE YARD STATION AT CAIRO JUNCTION, 5 1/2 FEET EAST OF THE
 HB0845'EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF THE EAST END OF
 HB0845'THE NORTH CONCRETE ABUTMENT OF A RAILROAD OVERPASS FOR THE
 HB0845'HIGHWAY, 6 1/2 FEET WEST OF THE EAST END OF THE ABUTMENT, AND
 HB0845'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- ALSO 0.3
 HB0845'MILE SOUTH OF MILEPOST 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1253 ***********************************************************************
 HB1253  DESIGNATION -  E 11 RESET
 HB1253  PID         -  HB1253
 HB1253  STATE/COUNTY-  IL/ALEXANDER
 HB1253  USGS QUAD   -  CAIRO (1993)
 HB1253
 HB1253                         *CURRENT SURVEY CONTROL
 HB1253  ___________________________________________________________________
 HB1253* NAD 83(1986)-  37 02 26.     (N)    089 11 29.     (W)     SCALED    
 HB1253* NAVD 88     -       100.81   (+/-2cm)     330.7    (feet)  VERTCON   
 HB1253  ___________________________________________________________________
 HB1253  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB1253
 HB1253  VERT ORDER  -  ? (See Below)
 HB1253
 HB1253.The horizontal coordinates were scaled from a topographic map and have
 HB1253.an estimated accuracy of +/- 6 seconds.
 HB1253
 HB1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1253.The vertical order pertains to the NGVD 29 superseded value.
 HB1253
 HB1253.The geoid height was determined by GEOID03.
 HB1253
 HB1253;                    North         East    Units  Estimated Accuracy
 HB1253;SPC IL W     -    41,940.      786,760.      MT  (+/- 180 meters Scaled)
 HB1253
 HB1253                          SUPERSEDED SURVEY CONTROL
 HB1253
 HB1253  NGVD 29 (??/??/??)  100.697  (m)          330.37   (f) ADJUSTED    ?  
 HB1253
 HB1253.Superseded values are not recommended for survey control.
 HB1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1253.See file dsdata.txt to determine how the superseded data were derived.
 HB1253
 HB1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG051016(NAD 83)
 HB1253_MARKER: DD = SURVEY DISK
 HB1253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB1253_SP_SET: CONCRETE WING WALL
 HB1253_STAMPING: E 11 1922 RESET 1971
 HB1253_MARK LOGO: USGS  
 HB1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1253+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 HB1253
 HB1253  HISTORY     - Date     Condition        Report By
 HB1253  HISTORY     - 1971     MONUMENTED       USGS
 HB1253  HISTORY     - 1978     GOOD             LOCENG
 HB1253  HISTORY     - 20000920 GOOD             USE
 HB1253
 HB1253                          STATION DESCRIPTION
 HB1253
 HB1253'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 HB1253'2.85 MI N FROM CAIRO.
 HB1253'2.85 MILES NORTH ON U.S. HIGHWAY 51 FROM CAIRO COURTHOUSE, 0.3
 HB1253'MILE WEST ON STATE HIGHWAY 3 TO A NORTH-SOUTH STEEL GIRDER RAIL-
 HB1253'ROAD BRIDGE OVER STATE HIGHWAY 3. THE RELOCATED U.S.G.S. BENCH
 HB1253'MARK IS ABOVE SEA LEVEL AND IS A BRONZE TABLET ON TOP OF THE
 HB1253'WEST CONCRETE WING WALL OF THE SOUTH ABUTMENT OF THE R.R. BRIDGE.
 HB1253
 HB1253                          STATION RECOVERY (2000)
 HB1253
 HB1253'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 HB1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0049 ***********************************************************************
 JB0049  DESIGNATION -  E 110
 JB0049  PID         -  JB0049
 JB0049  STATE/COUNTY-  IL/RICHLAND
 JB0049  USGS QUAD   -  OLNEY (1971)
 JB0049
 JB0049                         *CURRENT SURVEY CONTROL
 JB0049  ___________________________________________________________________
 JB0049* NAD 83(1986)-  38 43 11.     (N)    088 06 59.     (W)     SCALED    
 JB0049* NAVD 88     -       132.675  (meters)     435.28   (feet)  ADJUSTED  
 JB0049  ___________________________________________________________________
 JB0049  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JB0049  DYNAMIC HT  -         132.594 (meters)     435.02  (feet)  COMP
 JB0049  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 JB0049
 JB0049  VERT ORDER  -  FIRST     CLASS II
 JB0049
 JB0049.The horizontal coordinates were scaled from a topographic map and have
 JB0049.an estimated accuracy of +/- 6 seconds.
 JB0049
 JB0049.The orthometric height was determined by differential leveling
 JB0049.and adjusted by the National Geodetic Survey in June 1991..
 JB0049.WARNING-Repeat measurements at this control monument indicate possible
 JB0049.vertical movement.
 JB0049
 JB0049.The geoid height was determined by GEOID03.
 JB0049
 JB0049.The dynamic height is computed by dividing the NAVD 88
 JB0049.geopotential number by the normal gravity value computed on the
 JB0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0049.degrees latitude (g = 980.6199 gals.).
 JB0049
 JB0049.The modeled gravity was interpolated from observed gravity values.
 JB0049
 JB0049;                    North         East    Units  Estimated Accuracy
 JB0049;SPC IL E     -   227,890.      318,870.      MT  (+/- 180 meters Scaled)
 JB0049
 JB0049                          SUPERSEDED SURVEY CONTROL
 JB0049
 JB0049  NGVD 29 (??/??/92)  132.773  (m)          435.61   (f) ADJ UNCH    1 2
 JB0049
 JB0049.Superseded values are not recommended for survey control.
 JB0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0049.See file dsdata.txt to determine how the superseded data were derived.
 JB0049
 JB0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH029862(NAD 83)
 JB0049_MARKER: DB = BENCH MARK DISK
 JB0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0049_SP_SET: CONCRETE POST
 JB0049_STAMPING: E 110 1935
 JB0049_MARK LOGO: CGS   
 JB0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0049+STABILITY: SURFACE MOTION
 JB0049
 JB0049  HISTORY     - Date     Condition        Report By
 JB0049  HISTORY     - 1935     MONUMENTED       CGS
 JB0049  HISTORY     - 1949     GOOD             NGS
 JB0049  HISTORY     - 1986     GOOD             NGS
 JB0049
 JB0049                          STATION DESCRIPTION
 JB0049
 JB0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0049'1.7 MI W FROM OLNEY.
 JB0049'1.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0049'STATION AT OLNEY, ABOUT 105 YARDS EAST OF MILE POST C 222, ABOUT
 JB0049'100 YARDS EAST-SOUTHEAST OF A ROAD CROSSING, 286 FEET EAST OF THE
 JB0049'CENTER LINE OF THE ROAD, 55 FEET EAST-SOUTHEAST OF MILE POLE
 JB0049'221/40, 50 FEET SOUTH OF THE SOUTH RAIL, 20 FEET NORTHWEST OF A
 JB0049'28-INCH WHITE OAK TREE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 JB0049'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JB0049'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JB0049
 JB0049                          STATION RECOVERY (1986)
 JB0049
 JB0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0049'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--2.0 KM (1.25 MI)
 JB0049'EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS JUNCTION WITH
 JB0049'STATE HIGHWAY 130 IN OLNEY.  DELETE--20.0 FT NORTHWEST OF A 28-INCH
 JB0049'WHITE OAK TREE.  CHANGE--THE WHITE WOODEN WITNESS POST TO A WITNESS
 JB0049'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0349 ***********************************************************************
 HB0349  DESIGNATION -  E 111
 HB0349  PID         -  HB0349
 HB0349  STATE/COUNTY-  IL/JOHNSON
 HB0349  USGS QUAD   -  REEVESVILLE (1996)
 HB0349
 HB0349                         *CURRENT SURVEY CONTROL
 HB0349  ___________________________________________________________________
 HB0349* NAD 83(1986)-  37 21 54.     (N)    088 44 24.     (W)     SCALED    
 HB0349* NAVD 88     -       112.632  (meters)     369.53   (feet)  ADJUSTED  
 HB0349  ___________________________________________________________________
 HB0349  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HB0349  DYNAMIC HT  -         112.550 (meters)     369.26  (feet)  COMP
 HB0349  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 HB0349
 HB0349  VERT ORDER  -  SECOND    CLASS 0
 HB0349
 HB0349.The horizontal coordinates were scaled from a topographic map and have
 HB0349.an estimated accuracy of +/- 6 seconds.
 HB0349
 HB0349.The orthometric height was determined by differential leveling
 HB0349.and adjusted by the National Geodetic Survey in June 1991..
 HB0349
 HB0349.The geoid height was determined by GEOID03.
 HB0349
 HB0349.The dynamic height is computed by dividing the NAVD 88
 HB0349.geopotential number by the normal gravity value computed on the
 HB0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0349.degrees latitude (g = 980.6199 gals.).
 HB0349
 HB0349.The modeled gravity was interpolated from observed gravity values.
 HB0349
 HB0349;                    North         East    Units  Estimated Accuracy
 HB0349;SPC IL E     -    77,580.      263,980.      MT  (+/- 180 meters Scaled)
 HB0349
 HB0349                          SUPERSEDED SURVEY CONTROL
 HB0349
 HB0349  NGVD 29 (??/??/??)  112.709  (m)          369.78   (f) ADJUSTED    2 0
 HB0349
 HB0349.Superseded values are not recommended for survey control.
 HB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0349.See file dsdata.txt to determine how the superseded data were derived.
 HB0349
 HB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG459367(NAD 83)
 HB0349_MARKER: DB = BENCH MARK DISK
 HB0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0349_STAMPING: E 111 1935
 HB0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0349+STABILITY: SURFACE MOTION
 HB0349
 HB0349  HISTORY     - Date     Condition        Report By
 HB0349  HISTORY     - 1935     MONUMENTED       CGS
 HB0349  HISTORY     - 1962     MARK NOT FOUND   CGS
 HB0349
 HB0349                          STATION DESCRIPTION
 HB0349
 HB0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0349'1.6 MI S FROM GRANTSBURG.
 HB0349'1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0349'STATION AT GRANTSBURG, JOHNSON COUNTY, ABOUT 150 YARDS SOUTH OF
 HB0349'MILEPOST B 22, 10 YARDS EAST OF THE CENTERLINE OF THE TRACK,
 HB0349'AND 7 YARDS WEST OF A FENCE.  A STANDARD DISK, STAMPED E 111
 HB0349'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0349
 HB0349                          STATION RECOVERY (1962)
 HB0349
 HB0349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HB0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0319 ***********************************************************************
 HB0319  DESIGNATION -  E 112
 HB0319  PID         -  HB0319
 HB0319  STATE/COUNTY-  IL/MASSAC
 HB0319  USGS QUAD   -  METROPOLIS (1996)
 HB0319
 HB0319                         *CURRENT SURVEY CONTROL
 HB0319  ___________________________________________________________________
 HB0319* NAD 83(1986)-  37 09 10.     (N)    088 37 50.     (W)     SCALED    
 HB0319* NAVD 88     -       114.810  (meters)     376.67   (feet)  ADJUSTED  
 HB0319  ___________________________________________________________________
 HB0319  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB0319  DYNAMIC HT  -         114.727 (meters)     376.40  (feet)  COMP
 HB0319  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 HB0319
 HB0319  VERT ORDER  -  SECOND    CLASS 0
 HB0319
 HB0319.The horizontal coordinates were scaled from a topographic map and have
 HB0319.an estimated accuracy of +/- 6 seconds.
 HB0319
 HB0319.The orthometric height was determined by differential leveling
 HB0319.and adjusted by the National Geodetic Survey in June 1991..
 HB0319
 HB0319.The geoid height was determined by GEOID03.
 HB0319
 HB0319.The dynamic height is computed by dividing the NAVD 88
 HB0319.geopotential number by the normal gravity value computed on the
 HB0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0319.degrees latitude (g = 980.6199 gals.).
 HB0319
 HB0319.The modeled gravity was interpolated from observed gravity values.
 HB0319
 HB0319;                    North         East    Units  Estimated Accuracy
 HB0319;SPC IL E     -    53,990.      273,600.      MT  (+/- 180 meters Scaled)
 HB0319
 HB0319                          SUPERSEDED SURVEY CONTROL
 HB0319
 HB0319  NGVD 29 (??/??/??)  114.838  (m)          376.76   (f) ADJUSTED    2 0
 HB0319
 HB0319.Superseded values are not recommended for survey control.
 HB0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0319.See file dsdata.txt to determine how the superseded data were derived.
 HB0319
 HB0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG552130(NAD 83)
 HB0319_MARKER: DB = BENCH MARK DISK
 HB0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0319_STAMPING: E 112 1935
 HB0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0319+STABILITY: SURFACE MOTION
 HB0319
 HB0319  HISTORY     - Date     Condition        Report By
 HB0319  HISTORY     - 1935     MONUMENTED       CGS
 HB0319  HISTORY     - 1967     MARK NOT FOUND   CGS
 HB0319
 HB0319                          STATION DESCRIPTION
 HB0319
 HB0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0319'1.9 MI N FROM BROOKPORT.
 HB0319'1.9 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE CROSSING OF THE
 HB0319'ILLINOIS CENTRAL RAILROAD AT BROOKPORT, MASSAC COUNTY, AT THE
 HB0319'SOUTH END OF A LONG CURVE, AT THE TOP OF A SMALL HILL, AND 15
 HB0319'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 HB0319'STAMPED E 112 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0319
 HB0319                          STATION RECOVERY (1967)
 HB0319
 HB0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HB0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0838 ***********************************************************************
 KB0838  DESIGNATION -  E 113
 KB0838  PID         -  KB0838
 KB0838  STATE/COUNTY-  IL/BOND
 KB0838  USGS QUAD   -  SORENTO NORTH (1974)
 KB0838
 KB0838                         *CURRENT SURVEY CONTROL
 KB0838  ___________________________________________________________________
 KB0838* NAD 83(1986)-  39 00 04.     (N)    089 34 23.     (W)     SCALED    
 KB0838* NAVD 88     -       178.800  (meters)     586.61   (feet)  ADJUSTED  
 KB0838  ___________________________________________________________________
 KB0838  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KB0838  DYNAMIC HT  -         178.695 (meters)     586.27  (feet)  COMP
 KB0838  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 KB0838
 KB0838  VERT ORDER  -  SECOND    CLASS 0
 KB0838
 KB0838.The horizontal coordinates were scaled from a topographic map and have
 KB0838.an estimated accuracy of +/- 6 seconds.
 KB0838
 KB0838.The orthometric height was determined by differential leveling
 KB0838.and adjusted by the National Geodetic Survey in June 1991..
 KB0838
 KB0838.The geoid height was determined by GEOID03.
 KB0838
 KB0838.The dynamic height is computed by dividing the NAVD 88
 KB0838.geopotential number by the normal gravity value computed on the
 KB0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0838.degrees latitude (g = 980.6199 gals.).
 KB0838
 KB0838.The modeled gravity was interpolated from observed gravity values.
 KB0838
 KB0838;                    North         East    Units  Estimated Accuracy
 KB0838;SPC IL W     -   259,260.      751,420.      MT  (+/- 180 meters Scaled)
 KB0838
 KB0838                          SUPERSEDED SURVEY CONTROL
 KB0838
 KB0838  NGVD 29 (??/??/92)  178.930  (m)          587.04   (f) ADJ UNCH    2 0
 KB0838
 KB0838.Superseded values are not recommended for survey control.
 KB0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0838.See file dsdata.txt to determine how the superseded data were derived.
 KB0838
 KB0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ771200(NAD 83)
 KB0838_MARKER: DB = BENCH MARK DISK
 KB0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0838_STAMPING: E 113 1935
 KB0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0838+STABILITY: SURFACE MOTION
 KB0838
 KB0838  HISTORY     - Date     Condition        Report By
 KB0838  HISTORY     - 1935     MONUMENTED       CGS
 KB0838  HISTORY     - 1935     MARK NOT FOUND   NGS
 KB0838
 KB0838                          STATION DESCRIPTION
 KB0838
 KB0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0838'AT SORENTO.
 KB0838'AT SORENTO, BOND COUNTY, AT THE SOUTHWEST CORNER OF THE CROSSING
 KB0838'OF THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AND THE CHICAGO,
 KB0838'BURLINGTON AND QUINCY RAILROAD, 35 FEET SOUTH OF THE N.Y.C. AND
 KB0838'ST. L. R.R. TRACK, 12 FEET EAST OF THE C.B. AND Q.R.R. TRACK, TWO
 KB0838'RAILS NORTH OF THE CENTER OF THE MAIN STREET CROSSING, AND 4 FEET
 KB0838'WEST OF THE MAIN STREET SIDEWALK.  A STANDARD DISK, STAMPED E
 KB0838'113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0838
 KB0838                          STATION RECOVERY (1935)
 KB0838
 KB0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KB0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0077 ***********************************************************************
 JC0077  DESIGNATION -  E 114
 JC0077  PID         -  JC0077
 JC0077  STATE/COUNTY-  IL/ST CLAIR
 JC0077  USGS QUAD   -  CAHOKIA (1993)
 JC0077
 JC0077                         *CURRENT SURVEY CONTROL
 JC0077  ___________________________________________________________________
 JC0077* NAD 83(1986)-  38 36 22.     (N)    090 09 53.     (W)     SCALED    
 JC0077* NAVD 88     -       126.271  (meters)     414.27   (feet)  ADJUSTED  
 JC0077  ___________________________________________________________________
 JC0077  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JC0077  DYNAMIC HT  -         126.191 (meters)     414.01  (feet)  COMP
 JC0077  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 JC0077
 JC0077  VERT ORDER  -  SECOND    CLASS 0
 JC0077
 JC0077.The horizontal coordinates were scaled from a topographic map and have
 JC0077.an estimated accuracy of +/- 6 seconds.
 JC0077
 JC0077.The orthometric height was determined by differential leveling
 JC0077.and adjusted by the National Geodetic Survey in June 1991..
 JC0077
 JC0077.The geoid height was determined by GEOID03.
 JC0077
 JC0077.The dynamic height is computed by dividing the NAVD 88
 JC0077.geopotential number by the normal gravity value computed on the
 JC0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0077.degrees latitude (g = 980.6199 gals.).
 JC0077
 JC0077.The modeled gravity was interpolated from observed gravity values.
 JC0077
 JC0077;                    North         East    Units  Estimated Accuracy
 JC0077;SPC IL W     -   215,250.      700,170.      MT  (+/- 180 meters Scaled)
 JC0077
 JC0077                          SUPERSEDED SURVEY CONTROL
 JC0077
 JC0077  NGVD 29 (??/??/92)  126.399  (m)          414.69   (f) ADJ UNCH    2 0
 JC0077
 JC0077.Superseded values are not recommended for survey control.
 JC0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0077.See file dsdata.txt to determine how the superseded data were derived.
 JC0077
 JC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC468768(NAD 83)
 JC0077_MARKER: DB = BENCH MARK DISK
 JC0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0077_STAMPING: E 114 1935
 JC0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0077+STABILITY: SURFACE MOTION
 JC0077
 JC0077  HISTORY     - Date     Condition        Report By
 JC0077  HISTORY     - 1935     MONUMENTED       CGS
 JC0077
 JC0077                          STATION DESCRIPTION
 JC0077
 JC0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0077'AT EAST ST LOUIS.
 JC0077'AT EAST ST. LOUIS, ST. CLAIR COUNTY, ON THE ILLINOIS CENTRAL
 JC0077'RAILROAD, 60 FEET NORTH OF MILEPOST E 2, AT THE CROSSING OF
 JC0077'FALLING SPRINGS AVENUE, 20 FEET SOUTH OF THE CENTERLINE OF THE
 JC0077'STREET, AND 15 FEET WEST OF THE CENTERLINE OF THE SOUTH-BOUND
 JC0077'TRACK.  A STANDARD DISK, STAMPED E 114 1935 AND SET IN THE TOP
 JC0077'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0104 ***********************************************************************
 JC0104  DESIGNATION -  E 115
 JC0104  PID         -  JC0104
 JC0104  STATE/COUNTY-  IL/ST CLAIR
 JC0104  USGS QUAD   -  CAHOKIA (1993)
 JC0104
 JC0104                         *CURRENT SURVEY CONTROL
 JC0104  ___________________________________________________________________
 JC0104* NAD 83(1986)-  38 30 51.     (N)    090 12 27.     (W)     SCALED    
 JC0104* NAVD 88     -       126.820  (meters)     416.08   (feet)  ADJUSTED  
 JC0104  ___________________________________________________________________
 JC0104  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 JC0104  DYNAMIC HT  -         126.740 (meters)     415.81  (feet)  COMP
 JC0104  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JC0104
 JC0104  VERT ORDER  -  SECOND    CLASS 0
 JC0104
 JC0104.The horizontal coordinates were scaled from a topographic map and have
 JC0104.an estimated accuracy of +/- 6 seconds.
 JC0104
 JC0104.The orthometric height was determined by differential leveling
 JC0104.and adjusted by the National Geodetic Survey in June 1991..
 JC0104
 JC0104.The geoid height was determined by GEOID03.
 JC0104
 JC0104.The dynamic height is computed by dividing the NAVD 88
 JC0104.geopotential number by the normal gravity value computed on the
 JC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0104.degrees latitude (g = 980.6199 gals.).
 JC0104
 JC0104.The modeled gravity was interpolated from observed gravity values.
 JC0104
 JC0104;                    North         East    Units  Estimated Accuracy
 JC0104;SPC IL W     -   205,040.      696,440.      MT  (+/- 180 meters Scaled)
 JC0104
 JC0104                          SUPERSEDED SURVEY CONTROL
 JC0104
 JC0104  NGVD 29 (??/??/92)  126.966  (m)          416.55   (f) ADJ UNCH    2 0
 JC0104
 JC0104.Superseded values are not recommended for survey control.
 JC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0104.See file dsdata.txt to determine how the superseded data were derived.
 JC0104
 JC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC434665(NAD 83)
 JC0104_MARKER: DB = BENCH MARK DISK
 JC0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0104_STAMPING: E 115 1935
 JC0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0104+STABILITY: SURFACE MOTION
 JC0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0104+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 JC0104
 JC0104  HISTORY     - Date     Condition        Report By
 JC0104  HISTORY     - 1935     MONUMENTED       CGS
 JC0104  HISTORY     - 20020723 GOOD             INDIV
 JC0104  HISTORY     - 20030323 POOR             GEOCAC
 JC0104
 JC0104                          STATION DESCRIPTION
 JC0104
 JC0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0104'AT DUPO.
 JC0104'AT DUPO, ST. CLAIR COUNTY, ON LOUISA STREET, AT THE HIGH SCHOOL,
 JC0104'40 FEET SOUTH OF THE CENTER OF THE WEST ENTRANCE, AT THE SOUTHWEST
 JC0104'CORNER OF THE SCHOOLYARD, AND 10 FEET SOUTH OF THE SOUTH SIDEWALK.
 JC0104'A STANDARD DISK, STAMPED E 115 1935 AND SET IN THE TOP OF A
 JC0104'CONCRETE POST PROJECTING ONE INCH ABOVE GROUND.
 JC0104
 JC0104                          STATION RECOVERY (2002)
 JC0104
 JC0104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JMP)
 JC0104'SOME MARRING OF THE DISK HAS OCCURRED DUE TO BEING HIT BY A LAWN
 JC0104'MOWER.  OTHERWISE, THE MARK APPEARS UNDISTURBED.
 JC0104
 JC0104                          STATION RECOVERY (2003)
 JC0104
 JC0104'RECOVERY NOTE BY GEOCACHING 2003
 JC0104'THE CONCRETE MOUNTING APPEARS TO BE TILTED ABOUT 30 DEGREES FROM THE
 JC0104'VERTICAL.  THE DISK IS INTACT BUT THE DESIGNATION CAN NOT BE READ.
 JC0104'HOWEVER PART OF COAST AND GEODETIC SURVEY CAN STILL BE READ ON THE
 JC0104'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0855 ***********************************************************************
 HB0855  DESIGNATION -  E 116
 HB0855  PID         -  HB0855
 HB0855  STATE/COUNTY-  IL/ALEXANDER
 HB0855  USGS QUAD   -  CAIRO (1993)
 HB0855
 HB0855                         *CURRENT SURVEY CONTROL
 HB0855  ___________________________________________________________________
 HB0855* NAD 83(1986)-  37 01 02.     (N)    089 11 00.     (W)     SCALED    
 HB0855* NAVD 88     -        94.540  (meters)     310.17   (feet)  ADJUSTED  
 HB0855  ___________________________________________________________________
 HB0855  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0855  DYNAMIC HT  -          94.470 (meters)     309.94  (feet)  COMP
 HB0855  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 HB0855
 HB0855  VERT ORDER  -  FIRST     CLASS I
 HB0855
 HB0855.The horizontal coordinates were scaled from a topographic map and have
 HB0855.an estimated accuracy of +/- 6 seconds.
 HB0855
 HB0855.The orthometric height was determined by differential leveling
 HB0855.and adjusted by the National Geodetic Survey in June 1991..
 HB0855
 HB0855.The geoid height was determined by GEOID03.
 HB0855
 HB0855.The dynamic height is computed by dividing the NAVD 88
 HB0855.geopotential number by the normal gravity value computed on the
 HB0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0855.degrees latitude (g = 980.6199 gals.).
 HB0855
 HB0855.The modeled gravity was interpolated from observed gravity values.
 HB0855
 HB0855;                    North         East    Units  Estimated Accuracy
 HB0855;SPC IL W     -    39,350.      787,500.      MT  (+/- 180 meters Scaled)
 HB0855
 HB0855                          SUPERSEDED SURVEY CONTROL
 HB0855
 HB0855  NGVD 29 (??/??/??)   94.424  (m)          309.79   (f) ADJUSTED    1 1
 HB0855
 HB0855.Superseded values are not recommended for survey control.
 HB0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0855.See file dsdata.txt to determine how the superseded data were derived.
 HB0855
 HB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF057990(NAD 83)
 HB0855_MARKER: DB = BENCH MARK DISK
 HB0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0855_STAMPING: E 116 1935
 HB0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0855+STABILITY: SURFACE MOTION
 HB0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0855+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 HB0855
 HB0855  HISTORY     - Date     Condition        Report By
 HB0855  HISTORY     - 1935     MONUMENTED       CGS
 HB0855  HISTORY     - 1969     GOOD             CGS
 HB0855  HISTORY     - 1976     GOOD             NGS
 HB0855  HISTORY     - 1976     GOOD             ILDT
 HB0855  HISTORY     - 1976     GOOD             ILDT
 HB0855  HISTORY     - 20020830 GOOD             USACE
 HB0855
 HB0855                          STATION DESCRIPTION
 HB0855
 HB0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0855'1.2 MI N FROM CAIRO.
 HB0855'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0855'AND COURTHOUSE AT CAIRO, 42 FEET NORTHEAST OF THE CENTER LINE OF
 HB0855'THE HIGHWAY, 128 FEET SOUTH-SOUTHWEST OF THE WEST CORNER OF THE
 HB0855'ILLINOIS POWER AND LIGHT COMPANY BUILDING, 94 1/2 FEET NORTHWEST
 HB0855'OF THE CENTER LINE OF 38TH STREET, 67 FEET NORTHWEST OF THE SOUTH
 HB0855'CORNER FENCE POST IN A CHAIN LINK FENCE, 2 FEET NORTHEAST OF THE
 HB0855'FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 HB0855'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 HB0855'SURFACE OF THE GROUND.  SEC 23, T 17 S, R 1 W.
 HB0855
 HB0855                          STATION RECOVERY (1976)
 HB0855
 HB0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HB0855'RECOVERED IN GOOD CONDITION.
 HB0855
 HB0855                          STATION RECOVERY (1976)
 HB0855
 HB0855'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0855'RECOVERED IN GOOD CONDITION.
 HB0855
 HB0855                          STATION RECOVERY (1976)
 HB0855
 HB0855'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0855'RECOVERED IN GOOD CONDITION.
 HB0855
 HB0855                          STATION RECOVERY (2002)
 HB0855
 HB0855'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0686 ***********************************************************************
 HB0686  DESIGNATION -  E 119
 HB0686  PID         -  HB0686
 HB0686  STATE/COUNTY-  IL/JACKSON
 HB0686  USGS QUAD   -  ORAVILLE (1996)
 HB0686
 HB0686                         *CURRENT SURVEY CONTROL
 HB0686  ___________________________________________________________________
 HB0686* NAD 83(1986)-  37 45 43.     (N)    089 23 50.     (W)     SCALED    
 HB0686* NAVD 88     -       116.144  (meters)     381.05   (feet)  ADJUSTED  
 HB0686  ___________________________________________________________________
 HB0686  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB0686  DYNAMIC HT  -         116.062 (meters)     380.78  (feet)  COMP
 HB0686  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 HB0686
 HB0686  VERT ORDER  -  FIRST     CLASS II
 HB0686
 HB0686.The horizontal coordinates were scaled from a topographic map and have
 HB0686.an estimated accuracy of +/- 6 seconds.
 HB0686
 HB0686.The orthometric height was determined by differential leveling
 HB0686.and adjusted by the National Geodetic Survey in June 1991..
 HB0686
 HB0686.The geoid height was determined by GEOID03.
 HB0686
 HB0686.The dynamic height is computed by dividing the NAVD 88
 HB0686.geopotential number by the normal gravity value computed on the
 HB0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0686.degrees latitude (g = 980.6199 gals.).
 HB0686
 HB0686.The modeled gravity was interpolated from observed gravity values.
 HB0686
 HB0686;                    North         East    Units  Estimated Accuracy
 HB0686;SPC IL W     -   121,830.      767,800.      MT  (+/- 180 meters Scaled)
 HB0686
 HB0686                          SUPERSEDED SURVEY CONTROL
 HB0686
 HB0686  NGVD 29 (??/??/??)  116.240  (m)          381.36   (f) ADJUSTED    1 2
 HB0686
 HB0686.Superseded values are not recommended for survey control.
 HB0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0686.See file dsdata.txt to determine how the superseded data were derived.
 HB0686
 HB0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG888821(NAD 83)
 HB0686_MARKER: DB = BENCH MARK DISK
 HB0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0686_STAMPING: E 119 1935
 HB0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0686+STABILITY: SURFACE MOTION
 HB0686
 HB0686  HISTORY     - Date     Condition        Report By
 HB0686  HISTORY     - 1935     MONUMENTED       CGS
 HB0686  HISTORY     - 1949     GOOD             CGS
 HB0686
 HB0686                          STATION DESCRIPTION
 HB0686
 HB0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0686'3.6 MI NE FROM SAND RIDGE.
 HB0686'3.6 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0686'THE STATION AT SAND RIDGE, AT A PRIVATE FIELD ROAD CROSSING,
 HB0686'114 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 27 FEET
 HB0686'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL, 19 FEET NORTH-NORTHWEST
 HB0686'OF R/W FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST AND
 HB0686'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0609 ***********************************************************************
 KB0609  DESIGNATION -  E 12
 KB0609  PID         -  KB0609
 KB0609  STATE/COUNTY-  IL/MOULTRIE
 KB0609  USGS QUAD   -  LOVINGTON (1983)
 KB0609
 KB0609                         *CURRENT SURVEY CONTROL
 KB0609  ___________________________________________________________________
 KB0609* NAD 83(1997)-  39 44 26.64508(N)    088 40 55.40059(W)     ADJUSTED  
 KB0609* NAVD 88     -       204.643  (meters)     671.40   (feet)  ADJUSTED  
 KB0609  ___________________________________________________________________
 KB0609  X           -     112,961.913 (meters)                     COMP
 KB0609  Y           -  -4,909,994.620 (meters)                     COMP
 KB0609  Z           -   4,056,001.954 (meters)                     COMP
 KB0609  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 KB0609  ELLIP HEIGHT-         172.25  (meters)          (12/06/04) GPS OBS
 KB0609  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KB0609  DYNAMIC HT  -         204.528 (meters)     671.02  (feet)  COMP
 KB0609  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 KB0609
 KB0609  HORZ ORDER  -  FIRST
 KB0609  VERT ORDER  -  FIRST     CLASS II
 KB0609  ELLP ORDER  -  FOURTH    CLASS I
 KB0609
 KB0609.The horizontal coordinates were established by GPS observations
 KB0609.and adjusted by the National Geodetic Survey in December 2002..
 KB0609
 KB0609.The orthometric height was determined by differential leveling
 KB0609.and adjusted by the National Geodetic Survey in June 1991..
 KB0609
 KB0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0609
 KB0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0609
 KB0609.The ellipsoidal height was determined by GPS observations
 KB0609.and is referenced to NAD 83.
 KB0609
 KB0609.The geoid height was determined by GEOID03.
 KB0609
 KB0609.The dynamic height is computed by dividing the NAVD 88
 KB0609.geopotential number by the normal gravity value computed on the
 KB0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0609.degrees latitude (g = 980.6199 gals.).
 KB0609
 KB0609.The modeled gravity was interpolated from observed gravity values.
 KB0609
 KB0609;                    North         East     Units Scale Factor Converg.
 KB0609;SPC IL E     -   341,272.409   270,109.647   MT  0.99998599   -0 13 22.6
 KB0609;SPC IL E     - 1,119,657.90    886,184.73   sFT  0.99998599   -0 13 22.6
 KB0609;UTM  16      - 4,400,334.685   355,874.864   MT  0.99985574   -1 04 32.0
 KB0609
 KB0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0609!SPC IL E     -   0.99997298  x   0.99998599  =   0.99995897
 KB0609!UTM  16      -   0.99997298  x   0.99985574  =   0.99982872
 KB0609
 KB0609                          SUPERSEDED SURVEY CONTROL
 KB0609
 KB0609  ELLIP H (12/18/02)  172.24   (m)                       GP(       ) 4 2
 KB0609  NAVD 88 (12/18/02)  204.64   (m)          671.4    (f) LEVELING    3  
 KB0609  NGVD 29 (??/??/92)  204.714  (m)          671.63   (f) ADJ UNCH    1 2
 KB0609
 KB0609.Superseded values are not recommended for survey control.
 KB0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0609.See file dsdata.txt to determine how the superseded data were derived.
 KB0609
 KB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK5587500335(NAD 83)
 KB0609_MARKER: DB = BENCH MARK DISK
 KB0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0609_STAMPING: E 12 1933
 KB0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0609+STABILITY: SURFACE MOTION
 KB0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0609+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB0609
 KB0609  HISTORY     - Date     Condition        Report By
 KB0609  HISTORY     - 1933     MONUMENTED       CGS
 KB0609  HISTORY     - 1938     GOOD             NGS
 KB0609  HISTORY     - 1938     GOOD             NGS
 KB0609  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0609
 KB0609                          STATION DESCRIPTION
 KB0609
 KB0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KB0609'AT ULLRICH.
 KB0609'AT ULLRICH, MOULTRIE COUNTY, ON THE PENNSYLVANIA RAILROAD, 7-1/2
 KB0609'POLES NORTHWEST OF MILEPOST TH 75, 12 RAILS NORTHWEST OF A
 KB0609'CORN-STORAGE ELEVATOR, 15 FEET NORTHWEST OF A GRADE CROSSING, AND
 KB0609'20 FEET SOUTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED E 12
 KB0609'1933 AND SET IN THE TOP OF A CONCRETE POST.
 KB0609
 KB0609                          STATION RECOVERY (1938)
 KB0609
 KB0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 KB0609'RECOVERED IN GOOD CONDITION.
 KB0609
 KB0609                          STATION RECOVERY (2000)
 KB0609
 KB0609'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0609'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0609'RECOVERED  IN GOOD CONDITION.. THE STATION IS LOCATED ABOUT 2.9 MI (
 KB0609'4.7 KM )  NORTHWEST OF  LOVINGTON.  TO REACH FROM THE  JUNCTION  AT
 KB0609'STATE ROUTE 133 AND STATE ROUTE 32 OF LOVINGTON,  GO  NORTH ON
 KB0609'STATE ROUTE 32  ABOUT  3.8  MI  ( 6.2  KM ) TO THE CROSSROAD  UNNAMED
 KB0609'PAVED ROAD (NOTE -  MOULTRIE  COUNTY SIGN,  32 ,  20.12  ,  AT THE
 KB0609'NORTHEAST QUADRANT OF THE CROSSROAD) . THE STATION  IS  ON THE
 KB0609'LEFT ON THE SOUTHWEST CORNER AT THE CROSSROAD .  THE STATION IS
 KB0609'LOCATED IN THE SOUTHEAST 1/4  OF SECTION 18. TOWNSHIP 15 NORTH,
 KB0609'RANGE 5 EAST, 3RD PRINCIPAL MERIDIAN.
 KB0609' 
 KB0609' 
 KB0609' 
 KB0609'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0498 ***********************************************************************
 HB0498  DESIGNATION -  E 120
 HB0498  PID         -  HB0498
 HB0498  STATE/COUNTY-  IL/WILLIAMSON
 HB0498  USGS QUAD   -  MARION (1996)
 HB0498
 HB0498                         *CURRENT SURVEY CONTROL
 HB0498  ___________________________________________________________________
 HB0498* NAD 83(1986)-  37 44 01.     (N)    088 59 35.     (W)     SCALED    
 HB0498* NAVD 88     -       131.631  (meters)     431.86   (feet)  ADJUSTED  
 HB0498  ___________________________________________________________________
 HB0498  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HB0498  DYNAMIC HT  -         131.541 (meters)     431.56  (feet)  COMP
 HB0498  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 HB0498
 HB0498  VERT ORDER  -  SECOND    CLASS 0
 HB0498
 HB0498.The horizontal coordinates were scaled from a topographic map and have
 HB0498.an estimated accuracy of +/- 6 seconds.
 HB0498
 HB0498.The orthometric height was determined by differential leveling
 HB0498.and adjusted by the National Geodetic Survey in June 1991..
 HB0498
 HB0498.The geoid height was determined by GEOID03.
 HB0498
 HB0498.The dynamic height is computed by dividing the NAVD 88
 HB0498.geopotential number by the normal gravity value computed on the
 HB0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0498.degrees latitude (g = 980.6199 gals.).
 HB0498
 HB0498.The modeled gravity was interpolated from observed gravity values.
 HB0498
 HB0498;                    North         East    Units  Estimated Accuracy
 HB0498;SPC IL E     -   118,610.      241,850.      MT  (+/- 180 meters Scaled)
 HB0498
 HB0498                          SUPERSEDED SURVEY CONTROL
 HB0498
 HB0498  NGVD 29 (??/??/??)  131.723  (m)          432.16   (f) ADJUSTED    2 0
 HB0498
 HB0498.Superseded values are not recommended for survey control.
 HB0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0498.See file dsdata.txt to determine how the superseded data were derived.
 HB0498
 HB0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG243781(NAD 83)
 HB0498_MARKER: DB = BENCH MARK DISK
 HB0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0498_STAMPING: E 120 1935
 HB0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0498+STABILITY: SURFACE MOTION
 HB0498
 HB0498  HISTORY     - Date     Condition        Report By
 HB0498  HISTORY     - 1935     MONUMENTED       CGS
 HB0498  HISTORY     - 1965     GOOD             CGS
 HB0498
 HB0498                          STATION DESCRIPTION
 HB0498
 HB0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0498'AT BAINBRIDGE.
 HB0498'AT BAINBRIDGE, WILLIAMSON COUNTY, ON THE ILLINOIS CENTRAL
 HB0498'RAILROAD, TWO RAILS WEST OF THE STATION, AT A ROAD CROSSING, 48
 HB0498'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 40 FEET EAST OF
 HB0498'THE CENTERLINE OF THE ROAD, AND AT THE EAST END OF A GATE IN THE
 HB0498'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 120 1935 AND SET
 HB0498'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 HB0498
 HB0498                          STATION RECOVERY (1965)
 HB0498
 HB0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0297 ***********************************************************************
 JB0297  DESIGNATION -  E 123
 JB0297  PID         -  JB0297
 JB0297  STATE/COUNTY-  IL/JEFFERSON
 JB0297  USGS QUAD   -  INA (1975)
 JB0297
 JB0297                         *CURRENT SURVEY CONTROL
 JB0297  ___________________________________________________________________
 JB0297* NAD 83(1986)-  38 13 43.     (N)    088 54 08.     (W)     SCALED    
 JB0297* NAVD 88     -       129.060  (meters)     423.42   (feet)  ADJUSTED  
 JB0297  ___________________________________________________________________
 JB0297  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 JB0297  DYNAMIC HT  -         128.976 (meters)     423.15  (feet)  COMP
 JB0297  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JB0297
 JB0297  VERT ORDER  -  SECOND    CLASS 0
 JB0297
 JB0297.The horizontal coordinates were scaled from a topographic map and have
 JB0297.an estimated accuracy of +/- 6 seconds.
 JB0297
 JB0297.The orthometric height was determined by differential leveling
 JB0297.and adjusted by the National Geodetic Survey in June 1991..
 JB0297.WARNING-Repeat measurements at this control monument indicate possible
 JB0297.vertical movement.
 JB0297
 JB0297.The geoid height was determined by GEOID03.
 JB0297
 JB0297.The dynamic height is computed by dividing the NAVD 88
 JB0297.geopotential number by the normal gravity value computed on the
 JB0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0297.degrees latitude (g = 980.6199 gals.).
 JB0297
 JB0297.The modeled gravity was interpolated from observed gravity values.
 JB0297
 JB0297;                    North         East    Units  Estimated Accuracy
 JB0297;SPC IL E     -   173,500.      250,190.      MT  (+/- 180 meters Scaled)
 JB0297
 JB0297                          SUPERSEDED SURVEY CONTROL
 JB0297
 JB0297  NGVD 29 (??/??/92)  129.164  (m)          423.77   (f) ADJ UNCH    2 0
 JB0297
 JB0297.Superseded values are not recommended for survey control.
 JB0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0297.See file dsdata.txt to determine how the superseded data were derived.
 JB0297
 JB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH335328(NAD 83)
 JB0297_MARKER: DB = BENCH MARK DISK
 JB0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0297_STAMPING: E 123 1935
 JB0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0297+STABILITY: SURFACE MOTION
 JB0297
 JB0297  HISTORY     - Date     Condition        Report By
 JB0297  HISTORY     - 1935     MONUMENTED       CGS
 JB0297  HISTORY     - 1960     GOOD             NGS
 JB0297  HISTORY     - 1984     GOOD             NGS
 JB0297
 JB0297                          STATION DESCRIPTION
 JB0297
 JB0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0297'6.2 MI S FROM MT VERNON.
 JB0297'ABOUT 6.25 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0297'CENTRAL RAILROAD FROM THE STATION AT MT. VERNON, ABOUT 2.0 MILES
 JB0297'NORTH ALONG THE RAILROAD FROM THE SMALL COMMUNITY OF BONNIE, AT
 JB0297'THE JUNCTION OF AN OILED ROAD EAST, 46 FEET EAST OF THE EAST
 JB0297'RAIL, 131 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 37, 32
 JB0297'FEET SOUTH OF THE CENTER LINE OF THE OILED ROAD, 6 FEET SOUTH
 JB0297'OF A FENCE CORNER, 1/2 FOOT WEST OF A FENCE, 98 FEET
 JB0297'EAST-SOUTHEAST OF THE FOURTH POLE NORTH OF POLE NUMBER 281-35, 57
 JB0297'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 1.3 FEET
 JB0297'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB0297'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JB0297
 JB0297                          STATION RECOVERY (1984)
 JB0297
 JB0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JB0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0128 ***********************************************************************
 JB0128  DESIGNATION -  E 128
 JB0128  PID         -  JB0128
 JB0128  STATE/COUNTY-  IL/RICHLAND
 JB0128  USGS QUAD   -  OLNEY (1971)
 JB0128
 JB0128                         *CURRENT SURVEY CONTROL
 JB0128  ___________________________________________________________________
 JB0128* NAD 83(1986)-  38 43 19.     (N)    088 01 33.     (W)     SCALED    
 JB0128* NAVD 88     -       152.525  (meters)     500.41   (feet)  ADJUSTED  
 JB0128  ___________________________________________________________________
 JB0128  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JB0128  DYNAMIC HT  -         152.432 (meters)     500.10  (feet)  COMP
 JB0128  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 JB0128
 JB0128  VERT ORDER  -  FIRST     CLASS II
 JB0128
 JB0128.The horizontal coordinates were scaled from a topographic map and have
 JB0128.an estimated accuracy of +/- 6 seconds.
 JB0128
 JB0128.The orthometric height was determined by differential leveling
 JB0128.and adjusted by the National Geodetic Survey in June 1991..
 JB0128
 JB0128.The geoid height was determined by GEOID03.
 JB0128
 JB0128.The dynamic height is computed by dividing the NAVD 88
 JB0128.geopotential number by the normal gravity value computed on the
 JB0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0128.degrees latitude (g = 980.6199 gals.).
 JB0128
 JB0128.The modeled gravity was interpolated from observed gravity values.
 JB0128
 JB0128;                    North         East    Units  Estimated Accuracy
 JB0128;SPC IL E     -   228,160.      326,740.      MT  (+/- 180 meters Scaled)
 JB0128
 JB0128                          SUPERSEDED SURVEY CONTROL
 JB0128
 JB0128  NGVD 29 (??/??/92)  152.640  (m)          500.79   (f) ADJ UNCH    1 2
 JB0128
 JB0128.Superseded values are not recommended for survey control.
 JB0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0128.See file dsdata.txt to determine how the superseded data were derived.
 JB0128
 JB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH108864(NAD 83)
 JB0128_MARKER: DB = BENCH MARK DISK
 JB0128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JB0128_SP_SET: HEADWALL
 JB0128_STAMPING: E 128 1938
 JB0128_MARK LOGO: CGS   
 JB0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0128+STABILITY: SURFACE MOTION
 JB0128
 JB0128  HISTORY     - Date     Condition        Report By
 JB0128  HISTORY     - 1938     MONUMENTED       CGS
 JB0128  HISTORY     - 1938     MARK NOT FOUND   USGS
 JB0128  HISTORY     - 1986     GOOD             NGS
 JB0128
 JB0128                          STATION DESCRIPTION
 JB0128
 JB0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JB0128'3 MI W FROM CLAREMONT.
 JB0128'3.0 MILES WEST ALONG THE BALTIMROE AND OHIO RAILROAD FROM THE
 JB0128'STATION AT CLAREMONT, RICHLAND COUNTY, 40 FEET WEST OF MILEPOST
 JB0128'ST. L 122-C 127, 0.2 MILE WEST OF A DIRT-ROAD CROSSING, AT A
 JB0128'SMALL BRIDGE, IN THE TOP OF THE EAST END, 22 FEET SOUTH OF THE
 JB0128'SOUTH RAIL, AND 6 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD
 JB0128'DISK, STAMPED E 128 1938.
 JB0128
 JB0128                          STATION RECOVERY (1938)
 JB0128
 JB0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 JB0128'MARK NOT FOUND.
 JB0128
 JB0128                          STATION RECOVERY (1986)
 JB0128
 JB0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0128'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.9 KM (3.65
 JB0128'MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS JUNCTION WITH
 JB0128'STATE HIGHWAY 130 IN OLNEY, 0.2 KM (0.1 MI) WEST OF THE INTERSECTION
 JB0128'OF COUNTY ROAD 1500 E, IN TOP OF AND 0.6 M (2.0 FT) WEST OF THE EAST
 JB0128'END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT, AND 6.7 M (22.0 FT)
 JB0128'SOUTH OF THE NEAR RAIL.
 JB0128'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0927 ***********************************************************************
 KB0927  DESIGNATION -  E 13
 KB0927  PID         -  KB0927
 KB0927  STATE/COUNTY-  IL/SANGAMON
 KB0927  USGS QUAD   -  SPRINGFIELD EAST (1976)
 KB0927
 KB0927                         *CURRENT SURVEY CONTROL
 KB0927  ___________________________________________________________________
 KB0927* NAD 83(1986)-  39 51 09.     (N)    089 30 23.     (W)     SCALED    
 KB0927* NAVD 88     -       176.399  (meters)     578.74   (feet)  ADJUSTED  
 KB0927  ___________________________________________________________________
 KB0927  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB0927  DYNAMIC HT  -         176.306 (meters)     578.43  (feet)  COMP
 KB0927  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 KB0927
 KB0927  VERT ORDER  -  FIRST     CLASS II
 KB0927
 KB0927.The horizontal coordinates were scaled from a topographic map and have
 KB0927.an estimated accuracy of +/- 6 seconds.
 KB0927
 KB0927.The orthometric height was determined by differential leveling
 KB0927.and adjusted by the National Geodetic Survey in June 1991..
 KB0927
 KB0927.The geoid height was determined by GEOID03.
 KB0927
 KB0927.The dynamic height is computed by dividing the NAVD 88
 KB0927.geopotential number by the normal gravity value computed on the
 KB0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0927.degrees latitude (g = 980.6199 gals.).
 KB0927
 KB0927.The modeled gravity was interpolated from observed gravity values.
 KB0927
 KB0927;                    North         East    Units  Estimated Accuracy
 KB0927;SPC IL W     -   353,820.      756,500.      MT  (+/- 180 meters Scaled)
 KB0927
 KB0927                          SUPERSEDED SURVEY CONTROL
 KB0927
 KB0927  NGVD 29 (??/??/92)  176.497  (m)          579.06   (f) ADJ UNCH    1 2
 KB0927
 KB0927.Superseded values are not recommended for survey control.
 KB0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0927.See file dsdata.txt to determine how the superseded data were derived.
 KB0927
 KB0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK855143(NAD 83)
 KB0927_MARKER: DB = BENCH MARK DISK
 KB0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0927_STAMPING: E 13 1933
 KB0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0927+STABILITY: SURFACE MOTION
 KB0927
 KB0927  HISTORY     - Date     Condition        Report By
 KB0927  HISTORY     - 1933     MONUMENTED       CGS
 KB0927  HISTORY     - 1944     GOOD             NGS
 KB0927
 KB0927                          STATION DESCRIPTION
 KB0927
 KB0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KB0927'2 MI E FROM RIVERTON.
 KB0927'ABOUT 2 MILES EAST ALONG THE WABASH RAILROAD FROM RIVERTON,
 KB0927'SANGAMON COUNTY, 19 POLES WEST OF MILEPOST 405, 60 FEET WEST
 KB0927'OF A CROSSING, 30 FEET SOUTH OF THE TRACK, AND AT A FENCE LINE.
 KB0927'A STANDARD DISK, STAMPED E 13 1933 AND SET IN THE TOP OF A
 KB0927'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0225 ***********************************************************************
 NH0225  DESIGNATION -  E 131
 NH0225  PID         -  NH0225
 NH0225  STATE/COUNTY-  IL/DE KALB
 NH0225  USGS QUAD   -  HAMPSHIRE (1978)
 NH0225
 NH0225                         *CURRENT SURVEY CONTROL
 NH0225  ___________________________________________________________________
 NH0225* NAD 83(1986)-  42 05 43.     (N)    088 37 08.     (W)     SCALED    
 NH0225* NAVD 88     -       266.748  (meters)     875.16   (feet)  ADJUSTED  
 NH0225  ___________________________________________________________________
 NH0225  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NH0225  DYNAMIC HT  -         266.658 (meters)     874.86  (feet)  COMP
 NH0225  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 NH0225
 NH0225  VERT ORDER  -  FIRST     CLASS I
 NH0225
 NH0225.The horizontal coordinates were scaled from a topographic map and have
 NH0225.an estimated accuracy of +/- 6 seconds.
 NH0225
 NH0225.The orthometric height was determined by differential leveling
 NH0225.and adjusted by the National Geodetic Survey in June 1991..
 NH0225
 NH0225.The geoid height was determined by GEOID03.
 NH0225
 NH0225.The dynamic height is computed by dividing the NAVD 88
 NH0225.geopotential number by the normal gravity value computed on the
 NH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0225.degrees latitude (g = 980.6199 gals.).
 NH0225
 NH0225.The modeled gravity was interpolated from observed gravity values.
 NH0225
 NH0225;                    North         East    Units  Estimated Accuracy
 NH0225;SPC IL E     -   602,730.      276,380.      MT  (+/- 180 meters Scaled)
 NH0225
 NH0225                          SUPERSEDED SURVEY CONTROL
 NH0225
 NH0225  NGVD 29 (??/??/92)  266.798  (m)          875.32   (f) ADJ UNCH    1 1
 NH0225
 NH0225.Superseded values are not recommended for survey control.
 NH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0225.See file dsdata.txt to determine how the superseded data were derived.
 NH0225
 NH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM661616(NAD 83)
 NH0225_MARKER: DB = BENCH MARK DISK
 NH0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0225_STAMPING: E 131 1947
 NH0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0225+STABILITY: SURFACE MOTION
 NH0225
 NH0225  HISTORY     - Date     Condition        Report By
 NH0225  HISTORY     - 1947     MONUMENTED       CGS
 NH0225  HISTORY     - 1969     GOOD             NGS
 NH0225  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NH0225  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NH0225
 NH0225                          STATION DESCRIPTION
 NH0225
 NH0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0225'4 MI E FROM GENOA.
 NH0225'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 72 FROM THE GENOA STATE
 NH0225'BANK AT GENOA, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 0.2 MILE
 NH0225'EAST OF A 2-STORY HOUSE, 39 FEET NORTH OF THE CENTER LINE OF THE
 NH0225'HIGHWAY, 17 FEET NORTH OF THE NORTH END OF THE WEST CONCRETE
 NH0225'HEADWALL OF A CULVERT, 15 FEET WEST OF THE CENTER OF A GATE,
 NH0225'1 FOOT SOUTH OF A FENCE, 0.9 FOOT SOUTH OF A METAL WITNESS POST,
 NH0225'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 NH0225'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 NH0225'SEC 26, T42N, R 5E.
 NH0225
 NH0225                          STATION RECOVERY (1990)
 NH0225
 NH0225'RECOVERY NOTE BY US POWER SQUADRON 1990 (ERW)
 NH0225'MARK NOT FOUND.
 NH0225
 NH0225                          STATION RECOVERY (1996)
 NH0225
 NH0225'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0050 ***********************************************************************
 NH0050  DESIGNATION -  E 132
 NH0050  PID         -  NH0050
 NH0050  STATE/COUNTY-  IL/COOK
 NH0050  USGS QUAD   -  ELGIN (1992)
 NH0050
 NH0050                         *CURRENT SURVEY CONTROL
 NH0050  ___________________________________________________________________
 NH0050* NAD 83(1997)-  42 01 25.14047(N)    088 15 07.26343(W)     ADJUSTED  
 NH0050* NAVD 88     -       226.872  (meters)     744.33   (feet)  ADJUSTED  
 NH0050  ___________________________________________________________________
 NH0050  X           -     144,749.962 (meters)                     COMP
 NH0050  Y           -  -4,743,176.341 (meters)                     COMP
 NH0050  Z           -   4,247,685.145 (meters)                     COMP
 NH0050  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 NH0050  ELLIP HEIGHT-         193.45  (meters)          (02/03/05) GPS OBS
 NH0050  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0050  DYNAMIC HT  -         226.794 (meters)     744.07  (feet)  COMP
 NH0050  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 NH0050
 NH0050  HORZ ORDER  -  FIRST
 NH0050  VERT ORDER  -  FIRST     CLASS I
 NH0050  ELLP ORDER  -  FOURTH    CLASS II
 NH0050
 NH0050.The horizontal coordinates were established by GPS observations
 NH0050.and adjusted by the National Geodetic Survey in April 2001..
 NH0050
 NH0050.The orthometric height was determined by differential leveling
 NH0050.and adjusted by the National Geodetic Survey in June 1991..
 NH0050
 NH0050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0050
 NH0050.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0050
 NH0050.The ellipsoidal height was determined by GPS observations
 NH0050.and is referenced to NAD 83.
 NH0050
 NH0050.The geoid height was determined by GEOID03.
 NH0050
 NH0050.The dynamic height is computed by dividing the NAVD 88
 NH0050.geopotential number by the normal gravity value computed on the
 NH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0050.degrees latitude (g = 980.6199 gals.).
 NH0050
 NH0050.The modeled gravity was interpolated from observed gravity values.
 NH0050
 NH0050;                    North         East     Units Scale Factor Converg.
 NH0050;SPC IL E     -   594,732.646   306,734.405   MT  0.99997556   +0 03 16.0
 NH0050;SPC IL E     - 1,951,218.69  1,006,344.46   sFT  0.99997556   +0 03 16.0
 NH0050;UTM  16      - 4,653,160.271   396,348.410   MT  0.99973220   -0 50 17.6
 NH0050
 NH0050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0050!SPC IL E     -   0.99996966  x   0.99997556  =   0.99994522
 NH0050!UTM  16      -   0.99996966  x   0.99973220  =   0.99970187
 NH0050
 NH0050                          SUPERSEDED SURVEY CONTROL
 NH0050
 NH0050  ELLIP H (04/23/01)  193.48   (m)                       GP(       ) 3 1
 NH0050  NAVD 88 (04/23/01)  226.87   (m)          744.3    (f) LEVELING    3  
 NH0050  NGVD 29 (??/??/92)  226.952  (m)          744.59   (f) ADJ UNCH    1 1
 NH0050
 NH0050.Superseded values are not recommended for survey control.
 NH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0050.See file dsdata.txt to determine how the superseded data were derived.
 NH0050
 NH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9634853160(NAD 83)
 NH0050_MARKER: DB = BENCH MARK DISK
 NH0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0050_STAMPING: E 132 1947
 NH0050_MARK LOGO: NONE  
 NH0050_PROJECTION: PROJECTING 8 CENTIMETERS
 NH0050_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0050+STABILITY: SURFACE MOTION
 NH0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0050+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 NH0050
 NH0050  HISTORY     - Date     Condition        Report By
 NH0050  HISTORY     - 1947     MONUMENTED       CGS
 NH0050  HISTORY     - 1969     GOOD             NGS
 NH0050  HISTORY     - 1987     GOOD             USPSQD
 NH0050  HISTORY     - 20000315 GOOD             SECI
 NH0050  HISTORY     - 20050924 GOOD             GEOCAC
 NH0050  HISTORY     - 20060412 GOOD             INDIV
 NH0050
 NH0050                          STATION DESCRIPTION
 NH0050
 NH0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0050'2.1 MI SE FROM ELGIN.
 NH0050'ABOUT 2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 BUSINESS ROUTE
 NH0050'FROM THE POST OFFICE AT ELGIN, 69 FEET SOUTH OF THE CENTER LINE
 NH0050'OF THE HIGHWAY, 32 FEET EAST OF THE CENTER LINE OF DICKIE AVENUE,
 NH0050'26 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE TO MOUNT HOPE
 NH0050'CEMETERY, 6 FEET SOUTHWEST OF THE SOUTHWEST STONE AND BRICK
 NH0050'COLUMN AT THE SOUTHWEST SIDE OF THE ENTRANCE, 1.0 FOOT SOUTH
 NH0050'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 NH0050'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 NH0050'SURFACE OF THE GROUND.  SEC 19, T 41N, R 9E.
 NH0050
 NH0050                          STATION RECOVERY (1987)
 NH0050
 NH0050'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0050'RECOVERED IN GOOD CONDITION.
 NH0050
 NH0050                          STATION RECOVERY (2000)
 NH0050
 NH0050'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 NH0050'RECOVERED AS DESCRIBED
 NH0050'
 NH0050
 NH0050                          STATION RECOVERY (2005)
 NH0050
 NH0050'RECOVERY NOTE BY GEOCACHING 2005 (MUP)
 NH0050'METAL WITNESS POST IS MISSING
 NH0050
 NH0050                          STATION RECOVERY (2006)
 NH0050
 NH0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TBW)
 NH0050'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1664 ***********************************************************************
 ME1664  DESIGNATION -  E 133
 ME1664  PID         -  ME1664
 ME1664  STATE/COUNTY-  IL/COOK
 ME1664  USGS QUAD   -  ELMHURST (1997)
 ME1664
 ME1664                         *CURRENT SURVEY CONTROL
 ME1664  ___________________________________________________________________
 ME1664* NAD 83(1986)-  41 56 09.     (N)    087 54 15.     (W)     SCALED    
 ME1664* NAVD 88     -       199.562  (meters)     654.73   (feet)  ADJUSTED  
 ME1664  ___________________________________________________________________
 ME1664  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1664  DYNAMIC HT  -         199.495 (meters)     654.51  (feet)  COMP
 ME1664  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 ME1664
 ME1664  VERT ORDER  -  FIRST     CLASS II
 ME1664
 ME1664.The horizontal coordinates were scaled from a topographic map and have
 ME1664.an estimated accuracy of +/- 6 seconds.
 ME1664
 ME1664.The orthometric height was determined by differential leveling
 ME1664.and adjusted by the National Geodetic Survey in June 1991..
 ME1664
 ME1664.The geoid height was determined by GEOID03.
 ME1664
 ME1664.The dynamic height is computed by dividing the NAVD 88
 ME1664.geopotential number by the normal gravity value computed on the
 ME1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1664.degrees latitude (g = 980.6199 gals.).
 ME1664
 ME1664.The modeled gravity was interpolated from observed gravity values.
 ME1664
 ME1664;                    North         East    Units  Estimated Accuracy
 ME1664;SPC IL E     -   585,070.      335,590.      MT  (+/- 180 meters Scaled)
 ME1664
 ME1664                          SUPERSEDED SURVEY CONTROL
 ME1664
 ME1664  NGVD 29 (??/??/92)  199.654  (m)          655.03   (f) ADJ UNCH    1 2
 ME1664
 ME1664.Superseded values are not recommended for survey control.
 ME1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1664.See file dsdata.txt to determine how the superseded data were derived.
 ME1664
 ME1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM250430(NAD 83)
 ME1664_MARKER: DB = BENCH MARK DISK
 ME1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1664_STAMPING: E 133 1947
 ME1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1664+STABILITY: SURFACE MOTION
 ME1664
 ME1664  HISTORY     - Date     Condition        Report By
 ME1664  HISTORY     - 1947     MONUMENTED       CGS
 ME1664  HISTORY     - 1971     GOOD             NGS
 ME1664  HISTORY     - 1977     GOOD             NGS
 ME1664  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1664
 ME1664                          STATION DESCRIPTION
 ME1664
 ME1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1664'2.4 MI NW FROM FRANKLIN PARK.
 ME1664'ABOUT 1.95 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN PARK
 ME1664'DISTRICT 84 SCHOOL AT FRANKLIN PARK, THENCE ABOUT 0.4 MILE NORTH
 ME1664'ALONG WOLF ROAD, ABOUT 0.2 SOUTH OF THE ADMINSTRATION BUILDING
 ME1664'OF THE SKY HAVEN AIRPORT, SET IN THE SOUTHEAST CORNER OF THE
 ME1664'FIELD, 215 FEET SOUTHWEST AND ACROSS WOLF ROAD FROM THE SOUTHWEST
 ME1664'CORNER OF A 1-STORY FARM HOUSE, 35 FEET WEST OF THE CENTER LINE
 ME1664'OF WOLF ROAD, 3 FEET NORTH OF A HEDGE ROW RUNNING EAST AND WEST
 ME1664'ALONG THE SOUTH BOUNDARY LINE OF THE FIELD, 2 FEET NORTH OF A
 ME1664'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE WOLF ROAD, AND SET IN THE
 ME1664'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME1664
 ME1664                          STATION RECOVERY (1971)
 ME1664
 ME1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1664'RECOVERED IN GOOD CONDITION.
 ME1664
 ME1664                          STATION RECOVERY (1977)
 ME1664
 ME1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1664'THE SKY HAVEN AIRPORT IS HOW DESTROYED, 0.4 MILE N ALONG WOLF ROAD TO
 ME1664'MELROSE AND BELMONT AND MARK ON THE LEFT, JUST BEFORE REACHING
 ME1664'OVERPASS.
 ME1664
 ME1664                          STATION RECOVERY (1987)
 ME1664
 ME1664'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1633 ***********************************************************************
 ME1633  DESIGNATION -  E 134
 ME1633  PID         -  ME1633
 ME1633  STATE/COUNTY-  IL/COOK
 ME1633  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1633
 ME1633                         *CURRENT SURVEY CONTROL
 ME1633  ___________________________________________________________________
 ME1633* NAD 83(1986)-  41 54 37.     (N)    087 40 42.     (W)     SCALED    
 ME1633* NAVD 88     -       182.561  (meters)     598.95   (feet)  ADJUSTED  
 ME1633  ___________________________________________________________________
 ME1633  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1633  DYNAMIC HT  -         182.499 (meters)     598.75  (feet)  COMP
 ME1633  MODELED GRAV-     980,280.1   (mgal)                       NAVD 88
 ME1633
 ME1633  VERT ORDER  -  FIRST     CLASS I
 ME1633
 ME1633.The horizontal coordinates were scaled from a topographic map and have
 ME1633.an estimated accuracy of +/- 6 seconds.
 ME1633
 ME1633.The orthometric height was determined by differential leveling
 ME1633.and adjusted by the National Geodetic Survey in June 1991..
 ME1633.WARNING-Repeat measurements at this control monument indicate possible
 ME1633.vertical movement.
 ME1633
 ME1633.The geoid height was determined by GEOID03.
 ME1633
 ME1633.The dynamic height is computed by dividing the NAVD 88
 ME1633.geopotential number by the normal gravity value computed on the
 ME1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1633.degrees latitude (g = 980.6199 gals.).
 ME1633
 ME1633.The modeled gravity was interpolated from observed gravity values.
 ME1633
 ME1633;                    North         East    Units  Estimated Accuracy
 ME1633;SPC IL E     -   582,350.      354,340.      MT  (+/- 180 meters Scaled)
 ME1633
 ME1633                          SUPERSEDED SURVEY CONTROL
 ME1633
 ME1633  NGVD 29 (??/??/92)  182.648  (m)          599.24   (f) ADJ UNCH    1 1
 ME1633
 ME1633.Superseded values are not recommended for survey control.
 ME1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1633.See file dsdata.txt to determine how the superseded data were derived.
 ME1633
 ME1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM437400(NAD 83)
 ME1633_MARKER: DB = BENCH MARK DISK
 ME1633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1633_SP_SET: BUILDING
 ME1633_STAMPING: E 134 1947
 ME1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1633
 ME1633  HISTORY     - Date     Condition        Report By
 ME1633  HISTORY     - 1947     MONUMENTED       CGS
 ME1633  HISTORY     - 1969     GOOD             NGS
 ME1633  HISTORY     - 1971     GOOD             NGS
 ME1633  HISTORY     - 1973     GOOD             NGS
 ME1633  HISTORY     - 1977     GOOD             NGS
 ME1633  HISTORY     - 1987     GOOD             USPSQD
 ME1633  HISTORY     - 1987     GOOD             USPSQD
 ME1633  HISTORY     - 1989     GOOD             USPSQD
 ME1633  HISTORY     - 1989     GOOD             USPSQD
 ME1633
 ME1633                          STATION DESCRIPTION
 ME1633
 ME1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1633'5.8 MI NW FROM CHICAGO.
 ME1633'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1633'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG
 ME1633'LAKE SHORE DRIVE, THENCE 2.7 MILES WEST ALONG W. NORTH AVENUE,
 ME1633'116 FEET WEST OF THE WEST CURB OF N. MILWAUKEE AVENUE, 8 FEET
 ME1633'NORTH OF THE NORTH CURB OF W. NORTH AVENUE, SET VERTICALLY IN
 ME1633'THE SOUTH FACE AND 4.3 FEET WEST OF THE WEST EDGE OF THE WEST
 ME1633'DOOR FOR BUILDING NUMBER 2018, 4.8 FEET EAST OF THE SOUTHWEST
 ME1633'CORNER OF THE BUILDING, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 ME1633'SIDEWALK.
 ME1633
 ME1633                          STATION RECOVERY (1971)
 ME1633
 ME1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1633'RECOVERED IN GOOD CONDITION.
 ME1633
 ME1633                          STATION RECOVERY (1973)
 ME1633
 ME1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1633'2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS CENTRAL
 ME1633'RAILROAD STATION AT CHICAGO, THENCE 0.7 MILES NORTH ALONG LAKE SHORE
 ME1633'DRIVE THENCE 2.7 FEET WEST ALONG WEST NORTH AVENUE, 116.0 FEET WEST OF
 ME1633'THE WEST CURB OF NORTH MILWAUKEE AVENUE, 8.0 FEET NORTH OF THE NORTH
 ME1633'CURB OF WEST NORTH AVENUE, 86.0 FEET EAST OF CENTER LINE OF ELEVATED
 ME1633'TRACKS OF THE CHICAGO AND MILWAUKEE RAILROAD, SET VERTICALLY IN THE
 ME1633'SOUTH FACE OF BUILDING NO. 2018, 4.3 FEET WEST OF THE WEST EDGE OF
 ME1633'DOOR SILL OF BUILDING 2018, ABOUT 2.8 FEET ABOVE THE LEVEL OF THE
 ME1633'SIDEWALK.
 ME1633
 ME1633                          STATION RECOVERY (1977)
 ME1633
 ME1633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1633'RECOVERED IN GOOD CONDITION.
 ME1633
 ME1633                          STATION RECOVERY (1987)
 ME1633
 ME1633'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1633'RECOVERED IN GOOD CONDITION.
 ME1633
 ME1633                          STATION RECOVERY (1987)
 ME1633
 ME1633'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1633'RECOVERED IN GOOD CONDITION.
 ME1633
 ME1633                          STATION RECOVERY (1989)
 ME1633
 ME1633'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1633'RECOVERED IN GOOD CONDITION.
 ME1633
 ME1633                          STATION RECOVERY (1989)
 ME1633
 ME1633'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1890 ***********************************************************************
 ME1890  DESIGNATION -  E 137
 ME1890  PID         -  ME1890
 ME1890  STATE/COUNTY-  IL/COOK
 ME1890  USGS QUAD   -  ENGLEWOOD (1997)
 ME1890
 ME1890                         *CURRENT SURVEY CONTROL
 ME1890  ___________________________________________________________________
 ME1890* NAD 83(1986)-  41 49 25.     (N)    087 37 44.     (W)     SCALED    
 ME1890* NAVD 88     -       183.614  (meters)     602.41   (feet)  ADJUSTED  
 ME1890  ___________________________________________________________________
 ME1890  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME1890  DYNAMIC HT  -         183.550 (meters)     602.20  (feet)  COMP
 ME1890  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 ME1890
 ME1890  VERT ORDER  -  FIRST     CLASS I
 ME1890
 ME1890.The horizontal coordinates were scaled from a topographic map and have
 ME1890.an estimated accuracy of +/- 6 seconds.
 ME1890
 ME1890.The orthometric height was determined by differential leveling
 ME1890.and adjusted by the National Geodetic Survey in June 1991..
 ME1890
 ME1890.The geoid height was determined by GEOID03.
 ME1890
 ME1890.The dynamic height is computed by dividing the NAVD 88
 ME1890.geopotential number by the normal gravity value computed on the
 ME1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1890.degrees latitude (g = 980.6199 gals.).
 ME1890
 ME1890.The modeled gravity was interpolated from observed gravity values.
 ME1890
 ME1890;                    North         East    Units  Estimated Accuracy
 ME1890;SPC IL E     -   572,750.      358,520.      MT  (+/- 180 meters Scaled)
 ME1890
 ME1890                          SUPERSEDED SURVEY CONTROL
 ME1890
 ME1890  NGVD 29 (01/19/93)  183.698  (m)          602.68   (f) ADJUSTED    1 1
 ME1890
 ME1890.Superseded values are not recommended for survey control.
 ME1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1890.See file dsdata.txt to determine how the superseded data were derived.
 ME1890
 ME1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM477303(NAD 83)
 ME1890_MARKER: DB = BENCH MARK DISK
 ME1890_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1890_SP_SET: ABUTMENT
 ME1890_STAMPING: E 137 1947
 ME1890_MARK LOGO: CGS   
 ME1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1890+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1890
 ME1890  HISTORY     - Date     Condition        Report By
 ME1890  HISTORY     - 1947     MONUMENTED       CGS
 ME1890  HISTORY     - 1968     GOOD             NGS
 ME1890  HISTORY     - 1977     GOOD             NGS
 ME1890  HISTORY     - 19920805 GOOD             NGS
 ME1890
 ME1890                          STATION DESCRIPTION
 ME1890
 ME1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1890'AT CHICAGO.
 ME1890'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, SET ON THE TOP AND
 ME1890'4.3 FEET WEST OF THE EAST END OF THE SOUTH CONCRETE AND STONE
 ME1890'BRIDGE SEAT OF THE OVERPASS OVER WEST PERSHING ROAD, 9.0 FEET
 ME1890'EAST OF THE EAST RAIL, 3.2 FEET EAST OF THE STEEL BRIDGE GIRDER
 ME1890'AND 2.5 FEET BELOW THE LEVEL OF THE TRACK.
 ME1890
 ME1890                          STATION RECOVERY (1977)
 ME1890
 ME1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1890'RECOVERED IN GOOD CONDITION.
 ME1890
 ME1890                          STATION RECOVERY (1992)
 ME1890
 ME1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1890'IN CHICAGO, AT THE INTERSECTION OF THE METRO-METROPOLITAN RAILROAD AND
 ME1890'WEST PERSHING ROAD, IN TOP OF AND 1.3 M (4.3 FT) WEST OF THE EAST END
 ME1890'OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE ROAD,
 ME1890'15.3 M (50.2 FT) EAST OF THE NEAR RAIL, 10.4 M (34.1 FT) SOUTH OF THE
 ME1890'ROAD CENTERLINE, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1833 ***********************************************************************
 ME1833  DESIGNATION -  E 138
 ME1833  PID         -  ME1833
 ME1833  STATE/COUNTY-  IL/COOK
 ME1833  USGS QUAD   -  BLUE ISLAND (1997)
 ME1833
 ME1833                         *CURRENT SURVEY CONTROL
 ME1833  ___________________________________________________________________
 ME1833* NAD 83(1986)-  41 39 35.     (N)    087 39 26.     (W)     SCALED    
 ME1833* NAVD 88     -       184.394  (meters)     604.97   (feet)  ADJUSTED  
 ME1833  ___________________________________________________________________
 ME1833  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME1833  DYNAMIC HT  -         184.327 (meters)     604.75  (feet)  COMP
 ME1833  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 ME1833
 ME1833  VERT ORDER  -  FIRST     CLASS II
 ME1833
 ME1833.The horizontal coordinates were scaled from a topographic map and have
 ME1833.an estimated accuracy of +/- 6 seconds.
 ME1833
 ME1833.The orthometric height was determined by differential leveling
 ME1833.and adjusted by the National Geodetic Survey in June 1991..
 ME1833
 ME1833.The geoid height was determined by GEOID03.
 ME1833
 ME1833.The dynamic height is computed by dividing the NAVD 88
 ME1833.geopotential number by the normal gravity value computed on the
 ME1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1833.degrees latitude (g = 980.6199 gals.).
 ME1833
 ME1833.The modeled gravity was interpolated from observed gravity values.
 ME1833
 ME1833;                    North         East    Units  Estimated Accuracy
 ME1833;SPC IL E     -   554,530.      356,310.      MT  (+/- 180 meters Scaled)
 ME1833
 ME1833                          SUPERSEDED SURVEY CONTROL
 ME1833
 ME1833  NGVD 29 (??/??/92)  184.492  (m)          605.29   (f) ADJ UNCH    1 2
 ME1833
 ME1833.Superseded values are not recommended for survey control.
 ME1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1833.See file dsdata.txt to determine how the superseded data were derived.
 ME1833
 ME1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM452122(NAD 83)
 ME1833_MARKER: DB = BENCH MARK DISK
 ME1833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1833_SP_SET: FOUNDATION
 ME1833_STAMPING: E 138 1947
 ME1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1833
 ME1833  HISTORY     - Date     Condition        Report By
 ME1833  HISTORY     - 1947     MONUMENTED       CGS
 ME1833  HISTORY     - 1971     GOOD             NGS
 ME1833  HISTORY     - 1977     GOOD             NGS
 ME1833
 ME1833                          STATION DESCRIPTION
 ME1833
 ME1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1833'1.4 MI E FROM BLUE ISLAND.
 ME1833'ABOUT 1.35 MILE EAST ALONG VERMONT STREET FROM THE POST OFFICE
 ME1833'AT BLUE ISLAND, ABOUT 0.15 MILE EAST OF THE INTERSECTION OF
 ME1833'U.S. HIGHWAY 54, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 ME1833'FOUNDATION AT THE SOUTHEAST CORNER OF THE CALUMET SCHOOL, 1.3
 ME1833'FEET WEST OF THE SOUTHEAST CORNER AND 1.5 FEET ABOVE THE GROUND.
 ME1833
 ME1833                          STATION RECOVERY (1971)
 ME1833
 ME1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1833'RECOVERED IN GOOD CONDITION.
 ME1833
 ME1833                          STATION RECOVERY (1977)
 ME1833
 ME1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1759 ***********************************************************************
 ME1759  DESIGNATION -  E 139
 ME1759  PID         -  ME1759
 ME1759  STATE/COUNTY-  IL/COOK
 ME1759  USGS QUAD   -  PALOS PARK (1997)
 ME1759
 ME1759                         *CURRENT SURVEY CONTROL
 ME1759  ___________________________________________________________________
 ME1759* NAD 83(1986)-  41 44 52.     (N)    087 47 57.     (W)     SCALED    
 ME1759* NAVD 88     -       189.129  (meters)     620.50   (feet)  ADJUSTED  
 ME1759  ___________________________________________________________________
 ME1759  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 ME1759  DYNAMIC HT  -         189.061 (meters)     620.28  (feet)  COMP
 ME1759  MODELED GRAV-     980,263.0   (mgal)                       NAVD 88
 ME1759
 ME1759  VERT ORDER  -  FIRST     CLASS II
 ME1759
 ME1759.The horizontal coordinates were scaled from a topographic map and have
 ME1759.an estimated accuracy of +/- 6 seconds.
 ME1759
 ME1759.The orthometric height was determined by differential leveling
 ME1759.and adjusted by the National Geodetic Survey in June 1991..
 ME1759
 ME1759.The geoid height was determined by GEOID03.
 ME1759
 ME1759.The dynamic height is computed by dividing the NAVD 88
 ME1759.geopotential number by the normal gravity value computed on the
 ME1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1759.degrees latitude (g = 980.6199 gals.).
 ME1759
 ME1759.The modeled gravity was interpolated from observed gravity values.
 ME1759
 ME1759;                    North         East    Units  Estimated Accuracy
 ME1759;SPC IL E     -   564,230.      344,430.      MT  (+/- 180 meters Scaled)
 ME1759
 ME1759                          SUPERSEDED SURVEY CONTROL
 ME1759
 ME1759  NGVD 29 (??/??/92)  189.22   (m)          620.8    (f) COMPUTED    1 2
 ME1759
 ME1759.Superseded values are not recommended for survey control.
 ME1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1759.See file dsdata.txt to determine how the superseded data were derived.
 ME1759
 ME1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM335220(NAD 83)
 ME1759_MARKER: DB = BENCH MARK DISK
 ME1759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1759_SP_SET: CULVERT
 ME1759_STAMPING: E 139 1947
 ME1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1759
 ME1759  HISTORY     - Date     Condition        Report By
 ME1759  HISTORY     - 1947     MONUMENTED       CGS
 ME1759
 ME1759                          STATION DESCRIPTION
 ME1759
 ME1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1759'5.7 MI S FROM SUMMIT.
 ME1759'ABOUT 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 4A FROM THE
 ME1759'PUBLIC SCHOOL AT SUMMIT, THENCE ABOUT 2.2 MILES EAST ALONG
 ME1759'79TH STREET, IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF
 ME1759'HARLEM AVENUE, SET IN THE TOP OF THE SOUTH END OF THE EAST
 ME1759'CONCRETE HEAD WALL OF A 14-INCH PIPE CULVERT UNDER HARLEM AVENUE,
 ME1759'62 FEET SOUTH OF THE CENTER LINE OF 79TH STREET, 28 FEET EAST
 ME1759'OF THE CENTER LINE OF HARLEM AVENUE, 1 FOOT NORTH OF THE SOUTH
 ME1759'END OF THE HEAD WALL AND 1.5 FEET ABOVE THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1761 ***********************************************************************
 ME1761  DESIGNATION -  E 139 RESET 1957
 ME1761  PID         -  ME1761
 ME1761  STATE/COUNTY-  IL/COOK
 ME1761  USGS QUAD   -  PALOS PARK (1997)
 ME1761
 ME1761                         *CURRENT SURVEY CONTROL
 ME1761  ___________________________________________________________________
 ME1761* NAD 83(1986)-  41 44 52.     (N)    087 47 56.     (W)     SCALED    
 ME1761* NAVD 88     -       187.73   (meters)     615.9    (feet)  RESET     
 ME1761  ___________________________________________________________________
 ME1761  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 ME1761
 ME1761  VERT ORDER  -  THIRD
 ME1761
 ME1761.The horizontal coordinates were scaled from a topographic map and have
 ME1761.an estimated accuracy of +/- 6 seconds.
 ME1761
 ME1761.The orthometric height was computed from unverified reset data.
 ME1761.No vertical observational check was made to the station.
 ME1761
 ME1761.The geoid height was determined by GEOID03.
 ME1761
 ME1761;                    North         East    Units  Estimated Accuracy
 ME1761;SPC IL E     -   564,230.      344,450.      MT  (+/- 180 meters Scaled)
 ME1761
 ME1761                          SUPERSEDED SURVEY CONTROL
 ME1761
 ME1761  NGVD 29 (??/??/??)  188.43   (m)          618.2    (f) RESET       3  
 ME1761
 ME1761.Superseded values are not recommended for survey control.
 ME1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1761.See file dsdata.txt to determine how the superseded data were derived.
 ME1761
 ME1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM335220(NAD 83)
 ME1761_MARKER: DB = BENCH MARK DISK
 ME1761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1761_SP_SET: MAN HOLE
 ME1761_STAMPING: E 139 RESET 1957
 ME1761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1761
 ME1761  HISTORY     - Date     Condition        Report By
 ME1761  HISTORY     - 1957     MONUMENTED       ILDT
 ME1761  HISTORY     - 1963     GOOD             NGS
 ME1761  HISTORY     - 1977     GOOD             NGS
 ME1761  HISTORY     - 19870701 MARK NOT FOUND   USPSQD
 ME1761  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1761
 ME1761                          STATION DESCRIPTION
 ME1761
 ME1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 ME1761'5.7 MI SW FROM SUMMIT.
 ME1761'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 4A FROM THE PUBLIC SCHOOL
 ME1761'AT SUMMIT, THENCE 2.2 MILES EAST ALONG 79TH STREET, IN THE
 ME1761'SOUTHEAST CORNER OF THE INTERSECTION OF 79TH STREET AND HARLEM
 ME1761'AVENUE, 115 FEET EAST OF THE CENTERLINE OF THE INTERSECTION OF
 ME1761'79TH STREET AND HARLEM AVENUE, 46 FEET SOUTH OF THE CENTERLINE
 ME1761'OF 79TH STREET, 21 FEET NORTH OF THE NORTHWEST END OF A GAS
 ME1761'PUMP ISLAND, AND SET IN A MANHOLE WITH A 1.9 FT DIAMETER LID.
 ME1761
 ME1761                          STATION RECOVERY (1977)
 ME1761
 ME1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1761'RECOVERED IN GOOD CONDITION.
 ME1761
 ME1761                          STATION RECOVERY (1987)
 ME1761
 ME1761'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1761'MARK NOT FOUND.
 ME1761
 ME1761                          STATION RECOVERY (1989)
 ME1761
 ME1761'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0012 ***********************************************************************
 KC0012  DESIGNATION -  E 14
 KC0012  PID         -  KC0012
 KC0012  STATE/COUNTY-  IL/MORGAN
 KC0012  USGS QUAD   -  JACKSONVILLE (1983)
 KC0012
 KC0012                         *CURRENT SURVEY CONTROL
 KC0012  ___________________________________________________________________
 KC0012* NAD 83(1986)-  39 44 11.     (N)    090 12 55.     (W)     SCALED    
 KC0012* NAVD 88     -       185.251  (meters)     607.78   (feet)  ADJUSTED  
 KC0012  ___________________________________________________________________
 KC0012  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0012  DYNAMIC HT  -         185.149 (meters)     607.44  (feet)  COMP
 KC0012  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 KC0012
 KC0012  VERT ORDER  -  FIRST     CLASS II
 KC0012
 KC0012.The horizontal coordinates were scaled from a topographic map and have
 KC0012.an estimated accuracy of +/- 6 seconds.
 KC0012
 KC0012.The orthometric height was determined by differential leveling
 KC0012.and adjusted by the National Geodetic Survey in June 1991..
 KC0012
 KC0012.The geoid height was determined by GEOID03.
 KC0012
 KC0012.The dynamic height is computed by dividing the NAVD 88
 KC0012.geopotential number by the normal gravity value computed on the
 KC0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0012.degrees latitude (g = 980.6199 gals.).
 KC0012
 KC0012.The modeled gravity was interpolated from observed gravity values.
 KC0012
 KC0012;                    North         East    Units  Estimated Accuracy
 KC0012;SPC IL W     -   340,720.      695,830.      MT  (+/- 180 meters Scaled)
 KC0012
 KC0012                          SUPERSEDED SURVEY CONTROL
 KC0012
 KC0012  NGVD 29 (??/??/92)  185.372  (m)          608.17   (f) ADJ UNCH    1 2
 KC0012
 KC0012.Superseded values are not recommended for survey control.
 KC0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0012.See file dsdata.txt to determine how the superseded data were derived.
 KC0012
 KC0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE386022(NAD 83)
 KC0012_MARKER: DB = BENCH MARK DISK
 KC0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0012_STAMPING: E 14 1933
 KC0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0012+STABILITY: SURFACE MOTION
 KC0012
 KC0012  HISTORY     - Date     Condition        Report By
 KC0012  HISTORY     - 1933     MONUMENTED       CGS
 KC0012  HISTORY     - 1989     GOOD             USPSQD
 KC0012
 KC0012                          STATION DESCRIPTION
 KC0012
 KC0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0012'1 MI E FROM JACKSONVILLE.
 KC0012'ABOUT 1 MILE EAST ALONG THE WABASH RAILROAD FROM THE STATION AT
 KC0012'JACKSONVILLE, MORGAN COUNTY, 6-1/2 POLES WEST OF MILEPOST 447,
 KC0012'54 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AT THE NORTHEAST
 KC0012'CORNER OF THE YARD OF THE ILLINOIS STATE SCHOOL FOR THE BLIND, 6
 KC0012'FEET WEST OF THE WEST WALK ON HOWE STREET, AND 1 FOOT NORTH OF A
 KC0012'FENCE.  A STANDARD DISK, STAMPED E 14 1933 AND SET IN THE TOP OF
 KC0012'A CONCRETE POST.
 KC0012
 KC0012                          STATION RECOVERY (1989)
 KC0012
 KC0012'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMC)
 KC0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1730 ***********************************************************************
 ME1730  DESIGNATION -  E 140
 ME1730  PID         -  ME1730
 ME1730  STATE/COUNTY-  IL/COOK
 ME1730  USGS QUAD   -  SAG BRIDGE (1997)
 ME1730
 ME1730                         *CURRENT SURVEY CONTROL
 ME1730  ___________________________________________________________________
 ME1730* NAD 83(1986)-  41 40 31.     (N)    087 59 46.     (W)     SCALED    
 ME1730* NAVD 88     -       184.771  (meters)     606.20   (feet)  ADJUSTED  
 ME1730  ___________________________________________________________________
 ME1730  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 ME1730  DYNAMIC HT  -         184.703 (meters)     605.98  (feet)  COMP
 ME1730  MODELED GRAV-     980,251.6   (mgal)                       NAVD 88
 ME1730
 ME1730  VERT ORDER  -  FIRST     CLASS II
 ME1730
 ME1730.The horizontal coordinates were scaled from a topographic map and have
 ME1730.an estimated accuracy of +/- 6 seconds.
 ME1730
 ME1730.The orthometric height was determined by differential leveling
 ME1730.and adjusted by the National Geodetic Survey in June 1991..
 ME1730
 ME1730.The geoid height was determined by GEOID03.
 ME1730
 ME1730.The dynamic height is computed by dividing the NAVD 88
 ME1730.geopotential number by the normal gravity value computed on the
 ME1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1730.degrees latitude (g = 980.6199 gals.).
 ME1730
 ME1730.The modeled gravity was interpolated from observed gravity values.
 ME1730
 ME1730;                    North         East    Units  Estimated Accuracy
 ME1730;SPC IL E     -   556,090.      328,080.      MT  (+/- 180 meters Scaled)
 ME1730
 ME1730                          SUPERSEDED SURVEY CONTROL
 ME1730
 ME1730  NGVD 29 (??/??/92)  184.859  (m)          606.49   (f) ADJ UNCH    1 2
 ME1730
 ME1730.Superseded values are not recommended for survey control.
 ME1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1730.See file dsdata.txt to determine how the superseded data were derived.
 ME1730
 ME1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM170142(NAD 83)
 ME1730_MARKER: DB = BENCH MARK DISK
 ME1730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1730_SP_SET: BUILDING
 ME1730_STAMPING: E 140 1947
 ME1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1730
 ME1730  HISTORY     - Date     Condition        Report By
 ME1730  HISTORY     - 1947     MONUMENTED       CGS
 ME1730  HISTORY     - 1971     GOOD             NGS
 ME1730  HISTORY     - 1977     GOOD             NGS
 ME1730  HISTORY     - 1987     GOOD             USPSQD
 ME1730  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 ME1730  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1730  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 ME1730
 ME1730                          STATION DESCRIPTION
 ME1730
 ME1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1730'AT LEMONT.
 ME1730'AT LEMONT, AT THE INTERSECTION OF MAIN AND HOLMES STREETS, ABOUT
 ME1730'0.35 MILE NORTHEAST ALONG THE CHICAGO-JOLIET ROAD FROM THE
 ME1730'ALTON RAILROAD STATION, SET VERTICALLY IN THE NORTHEAST FACE
 ME1730'OF THE STONE WALL OF THE EAST CORNER OF THE ILLINOIS PURE
 ME1730'ALUMINUM COMPANY FACTORY, 1.7 FEET NORTHWEST OF THE EAST CORNER
 ME1730'OF THE BUILDING AND 3 FEET ABOVE THE SIDE WALK.
 ME1730
 ME1730                          STATION RECOVERY (1971)
 ME1730
 ME1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1730'RECOVERED IN GOOD CONDITION.
 ME1730
 ME1730                          STATION RECOVERY (1977)
 ME1730
 ME1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1730'RECOVERED IN GOOD CONDITION.
 ME1730
 ME1730                          STATION RECOVERY (1987)
 ME1730
 ME1730'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1730'RECOVERED IN GOOD CONDITION.
 ME1730
 ME1730                          STATION RECOVERY (1988)
 ME1730
 ME1730'RECOVERY NOTE BY US POWER SQUADRON 1988 (MBO)
 ME1730'MARK NOT FOUND.
 ME1730
 ME1730                          STATION RECOVERY (1989)
 ME1730
 ME1730'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1730'MARK NOT FOUND.
 ME1730
 ME1730                          STATION RECOVERY (2003)
 ME1730
 ME1730'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAD)
 ME1730'BUILDING WAS ON NORTHWEST CORNER, WAS DEMOLISHED 1987 BY LOCAL
 ME1730'INFORMATION.  FOUNDATION OF BUILDING IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0139 ***********************************************************************
 MF0139  DESIGNATION -  E 141
 MF0139  PID         -  MF0139
 MF0139  STATE/COUNTY-  IL/GRUNDY
 MF0139  USGS QUAD   -  MORRIS (1993)
 MF0139
 MF0139                         *CURRENT SURVEY CONTROL
 MF0139  ___________________________________________________________________
 MF0139* NAD 83(1986)-  41 22 23.     (N)    088 25 18.     (W)     SCALED    
 MF0139* NAVD 88     -       157.594  (meters)     517.04   (feet)  ADJUSTED  
 MF0139  ___________________________________________________________________
 MF0139  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF0139  DYNAMIC HT  -         157.534 (meters)     516.84  (feet)  COMP
 MF0139  MODELED GRAV-     980,235.8   (mgal)                       NAVD 88
 MF0139
 MF0139  VERT ORDER  -  FIRST     CLASS II
 MF0139
 MF0139.The horizontal coordinates were scaled from a topographic map and have
 MF0139.an estimated accuracy of +/- 6 seconds.
 MF0139
 MF0139.The orthometric height was determined by differential leveling
 MF0139.and adjusted by the National Geodetic Survey in June 1991..
 MF0139
 MF0139.The geoid height was determined by GEOID03.
 MF0139
 MF0139.The dynamic height is computed by dividing the NAVD 88
 MF0139.geopotential number by the normal gravity value computed on the
 MF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0139.degrees latitude (g = 980.6199 gals.).
 MF0139
 MF0139.The modeled gravity was interpolated from observed gravity values.
 MF0139
 MF0139;                    North         East    Units  Estimated Accuracy
 MF0139;SPC IL E     -   522,480.      292,610.      MT  (+/- 180 meters Scaled)
 MF0139
 MF0139                          SUPERSEDED SURVEY CONTROL
 MF0139
 MF0139  NGVD 29 (??/??/92)  157.67   (m)          517.3    (f) COMPUTED    1 2
 MF0139
 MF0139.Superseded values are not recommended for survey control.
 MF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0139.See file dsdata.txt to determine how the superseded data were derived.
 MF0139
 MF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL811811(NAD 83)
 MF0139_MARKER: DB = BENCH MARK DISK
 MF0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0139_SP_SET: CULVERT
 MF0139_STAMPING: E 141 1947
 MF0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0139
 MF0139  HISTORY     - Date     Condition        Report By
 MF0139  HISTORY     - 1947     MONUMENTED       CGS
 MF0139
 MF0139                          STATION DESCRIPTION
 MF0139
 MF0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0139'1 MI N FROM MORRIS.
 MF0139'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0139'HOUSE AT MORRIS, AT THE JUNCTION OF U.S. HIGHWAY 6 LEADING
 MF0139'WEST, AND AT THE NORTH CITY LIMITS OF MORRIS, 160 FEET
 MF0139'SOUTH OF THE PROLONGED CENTER LINE OF THE U.S. HIGHWAY 6 W, SET
 MF0139'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 MF0139'OF A 10-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY 47, 18 FEET
 MF0139'EAST OF THE CENTER LINE OF HIGHWAY 47,1 FOOT SOUTH OF THE
 MF0139'NORTH END OF THE HEAD WALL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0140 ***********************************************************************
 MF0140  DESIGNATION -  E 141 RESET 1956
 MF0140  PID         -  MF0140
 MF0140  STATE/COUNTY-  IL/GRUNDY
 MF0140  USGS QUAD   -  MORRIS (1993)
 MF0140
 MF0140                         *CURRENT SURVEY CONTROL
 MF0140  ___________________________________________________________________
 MF0140* NAD 83(1986)-  41 22 22.     (N)    088 25 18.     (W)     SCALED    
 MF0140* NAVD 88     -       157.26   (+/-2cm)     515.9    (feet)  VERTCON   
 MF0140  ___________________________________________________________________
 MF0140  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF0140
 MF0140  VERT ORDER  -  THIRD (See Below)
 MF0140
 MF0140.The horizontal coordinates were scaled from a topographic map and have
 MF0140.an estimated accuracy of +/- 6 seconds.
 MF0140
 MF0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF0140.The vertical order pertains to the NGVD 29 superseded value.
 MF0140
 MF0140.The geoid height was determined by GEOID03.
 MF0140
 MF0140;                    North         East    Units  Estimated Accuracy
 MF0140;SPC IL E     -   522,440.      292,610.      MT  (+/- 180 meters Scaled)
 MF0140
 MF0140                          SUPERSEDED SURVEY CONTROL
 MF0140
 MF0140  NGVD 29 (??/??/??)  157.34   (m)          516.2    (f) RESET       3  
 MF0140
 MF0140.Superseded values are not recommended for survey control.
 MF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0140.See file dsdata.txt to determine how the superseded data were derived.
 MF0140
 MF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL811811(NAD 83)
 MF0140_MARKER: DB = BENCH MARK DISK
 MF0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0140_SP_SET: CULVERT
 MF0140_STAMPING: E 141 RESET 1956
 MF0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0140
 MF0140  HISTORY     - Date     Condition        Report By
 MF0140  HISTORY     - 1956     MONUMENTED       IRC
 MF0140  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0140
 MF0140                          STATION DESCRIPTION
 MF0140
 MF0140'DESCRIBED BY ILLINOIS RIVER COMMISSION 1956
 MF0140'1 MI N FROM MORRIS.
 MF0140'1.0 MILE NORTH ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE AT
 MF0140'MORRIS, AT THE NORTH CITY LIMITS, AT THE JUCNCTION OF U.S.
 MF0140'HIGHWAY 6 LEADING WEST, 160 FEET SOUTH OF THE PROLONGED
 MF0140'CENTERLINE OF U.S. HIGHWAY 6 W, 26 FEET EAST OF THE CENTERLINE
 MF0140'OF STATE HIGHWAY 47, AT  A 10-FOOT CONCRETE-BOX CULVERT UNDER
 MF0140'STATE HIGHWAY 47, IN THE TOP OF THE NORTH END OF THE EAST
 MF0140'CONCRETE HEADWALL, 1 FOOT SOUTH OF THE NORTH END OF THE
 MF0140'HEADWALL, AND 1.75 FEET LOWER THAN THE HIGHWAY.
 MF0140
 MF0140                          STATION RECOVERY (1989)
 MF0140
 MF0140'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0078 ***********************************************************************
 MF0078  DESIGNATION -  E 142
 MF0078  PID         -  MF0078
 MF0078  STATE/COUNTY-  IL/WILL
 MF0078  USGS QUAD   -  PLAINFIELD (1993)
 MF0078
 MF0078                         *CURRENT SURVEY CONTROL
 MF0078  ___________________________________________________________________
 MF0078* NAD 83(1986)-  41 31 20.     (N)    088 09 38.     (W)     SCALED    
 MF0078* NAVD 88     -       183.443  (meters)     601.85   (feet)  ADJUSTED  
 MF0078  ___________________________________________________________________
 MF0078  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MF0078  DYNAMIC HT  -         183.374 (meters)     601.62  (feet)  COMP
 MF0078  MODELED GRAV-     980,242.8   (mgal)                       NAVD 88
 MF0078
 MF0078  VERT ORDER  -  FIRST     CLASS II
 MF0078
 MF0078.The horizontal coordinates were scaled from a topographic map and have
 MF0078.an estimated accuracy of +/- 6 seconds.
 MF0078
 MF0078.The orthometric height was determined by differential leveling
 MF0078.and adjusted by the National Geodetic Survey in June 1991..
 MF0078
 MF0078.The geoid height was determined by GEOID03.
 MF0078
 MF0078.The dynamic height is computed by dividing the NAVD 88
 MF0078.geopotential number by the normal gravity value computed on the
 MF0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0078.degrees latitude (g = 980.6199 gals.).
 MF0078
 MF0078.The modeled gravity was interpolated from observed gravity values.
 MF0078
 MF0078;                    North         East    Units  Estimated Accuracy
 MF0078;SPC IL E     -   539,050.      314,420.      MT  (+/- 180 meters Scaled)
 MF0078
 MF0078                          SUPERSEDED SURVEY CONTROL
 MF0078
 MF0078  NGVD 29 (??/??/92)  183.536  (m)          602.15   (f) ADJ UNCH    1 2
 MF0078
 MF0078.Superseded values are not recommended for survey control.
 MF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0078.See file dsdata.txt to determine how the superseded data were derived.
 MF0078
 MF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL031973(NAD 83)
 MF0078_MARKER: DB = BENCH MARK DISK
 MF0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0078_SP_SET: FOUNDATION
 MF0078_STAMPING: E 142 1947
 MF0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0078
 MF0078  HISTORY     - Date     Condition        Report By
 MF0078  HISTORY     - 1947     MONUMENTED       CGS
 MF0078  HISTORY     - 1962     MARK NOT FOUND   NGS
 MF0078
 MF0078                          STATION DESCRIPTION
 MF0078
 MF0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0078'4.2 MI W FROM JOLIET.
 MF0078'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE COURT
 MF0078'HOUSE AT JOLIET, ABOUT 130 YARDS EAST OF THE CENTER LINE OF THE
 MF0078'ENTRANCE TO THE INWOOD GOLF COURSE, 163 FEET WEST OF THE CENTER
 MF0078'LINE OF A GRAVEL ROAD LEADING NORTH, SET IN THE TOP OF THE
 MF0078'SOUTHWEST CORNER OF A 24 BY 24 INCH CONCRETE FOUNDATION OF A
 MF0078'FENCE POST IN THE NORTH RIGHT-OF-WAY FENCE, 40 FEET NORTH OF
 MF0078'THE CENTER LINE OF THE HIGHWAY, 45 FEET WEST OF A STONE
 MF0078'MONUMENTAL POST IN THE FENCE LINE, 26 FEET WEST OF A TELEPHONE
 MF0078'POLE, AND ABOUT LEVEL WITH THE GROUND.
 MF0078
 MF0078                          STATION RECOVERY (1962)
 MF0078
 MF0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MF0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0146 ***********************************************************************
 MF0146  DESIGNATION -  E 143
 MF0146  PID         -  MF0146
 MF0146  STATE/COUNTY-  IL/GRUNDY
 MF0146  USGS QUAD   -  LISBON (1993)
 MF0146
 MF0146                         *CURRENT SURVEY CONTROL
 MF0146  ___________________________________________________________________
 MF0146* NAD 83(1986)-  41 24 56.     (N)    088 25 20.     (W)     SCALED    
 MF0146* NAVD 88     -       170.204  (meters)     558.41   (feet)  ADJUSTED  
 MF0146  ___________________________________________________________________
 MF0146  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF0146  DYNAMIC HT  -         170.139 (meters)     558.20  (feet)  COMP
 MF0146  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 MF0146
 MF0146  VERT ORDER  -  FIRST     CLASS II
 MF0146
 MF0146.The horizontal coordinates were scaled from a topographic map and have
 MF0146.an estimated accuracy of +/- 6 seconds.
 MF0146
 MF0146.The orthometric height was determined by differential leveling
 MF0146.and adjusted by the National Geodetic Survey in June 1991..
 MF0146
 MF0146.The geoid height was determined by GEOID03.
 MF0146
 MF0146.The dynamic height is computed by dividing the NAVD 88
 MF0146.geopotential number by the normal gravity value computed on the
 MF0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0146.degrees latitude (g = 980.6199 gals.).
 MF0146
 MF0146.The modeled gravity was interpolated from observed gravity values.
 MF0146
 MF0146;                    North         East    Units  Estimated Accuracy
 MF0146;SPC IL E     -   527,200.      292,570.      MT  (+/- 180 meters Scaled)
 MF0146
 MF0146                          SUPERSEDED SURVEY CONTROL
 MF0146
 MF0146  NGVD 29 (??/??/92)  170.280  (m)          558.66   (f) ADJ UNCH    1 2
 MF0146
 MF0146.Superseded values are not recommended for survey control.
 MF0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0146.See file dsdata.txt to determine how the superseded data were derived.
 MF0146
 MF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL811858(NAD 83)
 MF0146_MARKER: DB = BENCH MARK DISK
 MF0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0146_SP_SET: CULVERT
 MF0146_STAMPING: E 143 1947
 MF0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0146
 MF0146  HISTORY     - Date     Condition        Report By
 MF0146  HISTORY     - 1947     MONUMENTED       CGS
 MF0146
 MF0146                          STATION DESCRIPTION
 MF0146
 MF0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0146'4 MI N FROM MORRIS.
 MF0146'ABOUT 3.95 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0146'HOUSE AT MORRIS, ABOUT 150 YARDS SOUTH OF A WOODEN SCHOOL
 MF0146'BUILDING, SET AT THE JUNCTION OF A GRAVEL ROAD LEADING WEST,
 MF0146'SET IN THE TOP OF NORTH END OF THE EAST HEAD WALL OF A 6-FOOT
 MF0146'CONCRETE BOX CULVERT, 22 FEET EAST OF THE CENTER LINE OF
 MF0146'THE HIGHWAY 15 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE
 MF0146'ROAD WEST, 2 FEET SOUTH OF THE NORTH END OF THE HEAD WALL AND
 MF0146'1/2-FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0048 ***********************************************************************
 HB0048  DESIGNATION -  E 144
 HB0048  PID         -  HB0048
 HB0048  STATE/COUNTY-  IL/GALLATIN
 HB0048  USGS QUAD   -  EQUALITY (1996)
 HB0048
 HB0048                         *CURRENT SURVEY CONTROL
 HB0048  ___________________________________________________________________
 HB0048* NAD 83(1986)-  37 43 52.     (N)    088 19 05.     (W)     SCALED    
 HB0048* NAVD 88     -       107.952  (meters)     354.17   (feet)  ADJUSTED  
 HB0048  ___________________________________________________________________
 HB0048  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HB0048  DYNAMIC HT  -         107.877 (meters)     353.93  (feet)  COMP
 HB0048  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HB0048
 HB0048  VERT ORDER  -  FIRST     CLASS II
 HB0048
 HB0048.The horizontal coordinates were scaled from a topographic map and have
 HB0048.an estimated accuracy of +/- 6 seconds.
 HB0048
 HB0048.The orthometric height was determined by differential leveling
 HB0048.and adjusted by the National Geodetic Survey in June 1991..
 HB0048
 HB0048.The geoid height was determined by GEOID03.
 HB0048
 HB0048.The dynamic height is computed by dividing the NAVD 88
 HB0048.geopotential number by the normal gravity value computed on the
 HB0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0048.degrees latitude (g = 980.6199 gals.).
 HB0048
 HB0048.The modeled gravity was interpolated from observed gravity values.
 HB0048
 HB0048;                    North         East    Units  Estimated Accuracy
 HB0048;SPC IL E     -   118,130.      301,350.      MT  (+/- 180 meters Scaled)
 HB0048
 HB0048                          SUPERSEDED SURVEY CONTROL
 HB0048
 HB0048  NGVD 29 (??/??/??)  108.054  (m)          354.51   (f) ADJUSTED    1 2
 HB0048
 HB0048.Superseded values are not recommended for survey control.
 HB0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0048.See file dsdata.txt to determine how the superseded data were derived.
 HB0048
 HB0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG838768(NAD 83)
 HB0048_MARKER: DB = BENCH MARK DISK
 HB0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0048_STAMPING: E 144 1949
 HB0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0048+STABILITY: SURFACE MOTION
 HB0048
 HB0048  HISTORY     - Date     Condition        Report By
 HB0048  HISTORY     - 1949     MONUMENTED       CGS
 HB0048
 HB0048                          STATION DESCRIPTION
 HB0048
 HB0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0048'7.4 MI NW FROM SHAWNEETOWN.
 HB0048'ABOUT 7.4 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 HB0048'RAILROAD FROM THE CITY WATER TOWER AT SHAWNEETOWN, ABOUT 0.2
 HB0048'MILE NORTHEAST OF A TRESTLE OVER THE NORTH FORK OF SALINE RIVER,
 HB0048'534 FEET NORTH OF THE NORTH RAIL, AT AN OFFSET IN A NORTH-SOUTH
 HB0048'FENCE LINE, 23 1/2 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED
 HB0048'24-INCH OAK TREE, 9 FEET SOUTH OF A LONE 26-INCH PECAN TREE
 HB0048'IN THE FENCE LINE, 1 1/2 FEET WEST OF THE FENCE LINE, 1 1/2 FEET
 HB0048'SOUTH OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE
 HB0048'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0549 ***********************************************************************
 HB0549  DESIGNATION -  E 145
 HB0549  PID         -  HB0549
 HB0549  STATE/COUNTY-  IL/SALINE
 HB0549  USGS QUAD   -  GALATIA (1976)
 HB0549
 HB0549                         *CURRENT SURVEY CONTROL
 HB0549  ___________________________________________________________________
 HB0549* NAD 83(1986)-  37 49 37.     (N)    088 34 18.     (W)     SCALED    
 HB0549* NAVD 88     -       127.863  (meters)     419.50   (feet)  ADJUSTED  
 HB0549  ___________________________________________________________________
 HB0549  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HB0549  DYNAMIC HT  -         127.775 (meters)     419.21  (feet)  COMP
 HB0549  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 HB0549
 HB0549  VERT ORDER  -  FIRST     CLASS II
 HB0549
 HB0549.The horizontal coordinates were scaled from a topographic map and have
 HB0549.an estimated accuracy of +/- 6 seconds.
 HB0549
 HB0549.The orthometric height was determined by differential leveling
 HB0549.and adjusted by the National Geodetic Survey in June 1991..
 HB0549
 HB0549.The geoid height was determined by GEOID03.
 HB0549
 HB0549.The dynamic height is computed by dividing the NAVD 88
 HB0549.geopotential number by the normal gravity value computed on the
 HB0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0549.degrees latitude (g = 980.6199 gals.).
 HB0549
 HB0549.The modeled gravity was interpolated from observed gravity values.
 HB0549
 HB0549;                    North         East    Units  Estimated Accuracy
 HB0549;SPC IL E     -   128,790.      279,020.      MT  (+/- 180 meters Scaled)
 HB0549
 HB0549                          SUPERSEDED SURVEY CONTROL
 HB0549
 HB0549  NGVD 29 (??/??/??)  127.963  (m)          419.83   (f) ADJUSTED    1 2
 HB0549
 HB0549.Superseded values are not recommended for survey control.
 HB0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0549.See file dsdata.txt to determine how the superseded data were derived.
 HB0549
 HB0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG616877(NAD 83)
 HB0549_MARKER: DB = BENCH MARK DISK
 HB0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0549_STAMPING: E 145 1949
 HB0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0549+STABILITY: SURFACE MOTION
 HB0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0549+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 HB0549
 HB0549  HISTORY     - Date     Condition        Report By
 HB0549  HISTORY     - 1949     MONUMENTED       CGS
 HB0549  HISTORY     - 1978     GOOD             ILDT
 HB0549  HISTORY     - 1978     GOOD             ILDT
 HB0549  HISTORY     - 1978     GOOD             ILDT
 HB0549  HISTORY     - 20060301 GOOD             ILDT
 HB0549
 HB0549                          STATION DESCRIPTION
 HB0549
 HB0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0549'2.4 MI SE FROM GALATIA.
 HB0549'2.45 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0549'STATION AT GALATIA, AT A ROAD CROSSING, ABOUT 0.25 MILE EAST OF
 HB0549'MILE POST 113, 47.5 FEET SOUTHEAST OF CENTER LINE OF CROSSING,
 HB0549'37.5 FEET EAST OF CENTER POWER LINE POLE REA SA 51, 18.8 FEET
 HB0549'EAST OF FENCE CORNER, 1.5 FEET NORTH OF FENCE LINE, 1.5 FEET
 HB0549'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 HB0549'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HB0549'INCHES.
 HB0549
 HB0549                          STATION RECOVERY (1978)
 HB0549
 HB0549'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0549'RECOVERED IN GOOD CONDITION.
 HB0549
 HB0549                          STATION RECOVERY (1978)
 HB0549
 HB0549'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0549'RECOVERED IN GOOD CONDITION.
 HB0549
 HB0549                          STATION RECOVERY (1978)
 HB0549
 HB0549'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0549'RECOVERED IN GOOD CONDITION.
 HB0549
 HB0549                          STATION RECOVERY (2006)
 HB0549
 HB0549'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0549'REPLACED WITNESS POST 2 FEET EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0524 ***********************************************************************
 HB0524  DESIGNATION -  E 146
 HB0524  PID         -  HB0524
 HB0524  STATE/COUNTY-  IL/FRANKLIN
 HB0524  USGS QUAD   -  THOMPSONVILLE (1976)
 HB0524
 HB0524                         *CURRENT SURVEY CONTROL
 HB0524  ___________________________________________________________________
 HB0524* NAD 83(1986)-  37 58 06.     (N)    088 52 20.     (W)     SCALED    
 HB0524* NAVD 88     -       119.550  (meters)     392.22   (feet)  ADJUSTED  
 HB0524  ___________________________________________________________________
 HB0524  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HB0524  DYNAMIC HT  -         119.470 (meters)     391.96  (feet)  COMP
 HB0524  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 HB0524
 HB0524  VERT ORDER  -  FIRST     CLASS II
 HB0524
 HB0524.The horizontal coordinates were scaled from a topographic map and have
 HB0524.an estimated accuracy of +/- 6 seconds.
 HB0524
 HB0524.The orthometric height was determined by differential leveling
 HB0524.and adjusted by the National Geodetic Survey in June 1991..
 HB0524
 HB0524.The geoid height was determined by GEOID03.
 HB0524
 HB0524.The dynamic height is computed by dividing the NAVD 88
 HB0524.geopotential number by the normal gravity value computed on the
 HB0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0524.degrees latitude (g = 980.6199 gals.).
 HB0524
 HB0524.The modeled gravity was interpolated from observed gravity values.
 HB0524
 HB0524;                    North         East    Units  Estimated Accuracy
 HB0524;SPC IL E     -   144,600.      252,650.      MT  (+/- 180 meters Scaled)
 HB0524
 HB0524                          SUPERSEDED SURVEY CONTROL
 HB0524
 HB0524  NGVD 29 (??/??/??)  119.646  (m)          392.54   (f) ADJUSTED    1 2
 HB0524
 HB0524.Superseded values are not recommended for survey control.
 HB0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0524.See file dsdata.txt to determine how the superseded data were derived.
 HB0524
 HB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH355039(NAD 83)
 HB0524_MARKER: DB = BENCH MARK DISK
 HB0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0524_SP_SET: CONCRETE BLOCK
 HB0524_STAMPING: E 146 1949
 HB0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0524
 HB0524  HISTORY     - Date     Condition        Report By
 HB0524  HISTORY     - 1949     MONUMENTED       CGS
 HB0524
 HB0524                          STATION DESCRIPTION
 HB0524
 HB0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0524'3.4 MI SE FROM BENTON.
 HB0524'3.4 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0524'FREIGHT STATION AT BENTON, AT GROAT, ABOUT 0.10 MILE SOUTHEAST
 HB0524'AND ACROSS THE TRACK FROM MILE POST 93, SET IN TOP OF AND AT THE
 HB0524'EAST END OF A 6 BY 3 FOOT CONCRETE BLOCK, 48 FEET EAST OF EAST
 HB0524'CORNER OF TRESTLE, 42 FEET NORTHWEST OF A TELEPHONE POLE, 41 FEET
 HB0524'NORTHEAST OF THE NORTHEAST RAIL, 34 FEET NORTHEAST OF SWITCH
 HB0524'POST, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE
 HB0524'RAILROAD JUNCTION IS KNOWN AS GROAT, I11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0027 ***********************************************************************
 JC0027  DESIGNATION -  E 147
 JC0027  PID         -  JC0027
 JC0027  STATE/COUNTY-  IL/ST CLAIR
 JC0027  USGS QUAD   -  MONKS MOUND (1993)
 JC0027
 JC0027                         *CURRENT SURVEY CONTROL
 JC0027  ___________________________________________________________________
 JC0027* NAD 83(1986)-  38 38 04.     (N)    090 07 27.     (W)     SCALED    
 JC0027* NAVD 88     -       127.207  (meters)     417.35   (feet)  ADJUSTED  
 JC0027  ___________________________________________________________________
 JC0027  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JC0027  DYNAMIC HT  -         127.127 (meters)     417.08  (feet)  COMP
 JC0027  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 JC0027
 JC0027  VERT ORDER  -  FIRST     CLASS I
 JC0027
 JC0027.The horizontal coordinates were scaled from a topographic map and have
 JC0027.an estimated accuracy of +/- 6 seconds.
 JC0027
 JC0027.The orthometric height was determined by differential leveling
 JC0027.and adjusted by the National Geodetic Survey in June 1991..
 JC0027
 JC0027.The geoid height was determined by GEOID03.
 JC0027
 JC0027.The dynamic height is computed by dividing the NAVD 88
 JC0027.geopotential number by the normal gravity value computed on the
 JC0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0027.degrees latitude (g = 980.6199 gals.).
 JC0027
 JC0027.The modeled gravity was interpolated from observed gravity values.
 JC0027
 JC0027;                    North         East    Units  Estimated Accuracy
 JC0027;SPC IL W     -   218,390.      703,700.      MT  (+/- 180 meters Scaled)
 JC0027
 JC0027                          SUPERSEDED SURVEY CONTROL
 JC0027
 JC0027  NGVD 29 (??/??/92)  127.319  (m)          417.71   (f) ADJ UNCH    1 1
 JC0027
 JC0027.Superseded values are not recommended for survey control.
 JC0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0027.See file dsdata.txt to determine how the superseded data were derived.
 JC0027
 JC0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC503801(NAD 83)
 JC0027_MARKER: DB = BENCH MARK DISK
 JC0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0027_SP_SET: BUILDING
 JC0027_STAMPING: E 147 1949
 JC0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0027
 JC0027  HISTORY     - Date     Condition        Report By
 JC0027  HISTORY     - 1949     MONUMENTED       CGS
 JC0027  HISTORY     - 1969     GOOD             NGS
 JC0027
 JC0027                          STATION DESCRIPTION
 JC0027
 JC0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0027'AT EAST ST LOUIS.
 JC0027'AT EAST ST. LOUIS, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 JC0027'OF LINCOLN AVENUE AND 21 ST STREET, SET VERTICALLY IN THE NORTH
 JC0027'FACE OF THE NORTHWEST CORNER OF A TWO-STORY BRICK BUILDING,
 JC0027'39 FEET WEST OF THE WEST CURB OF 21 ST STREET, 17 FEET SOUTH
 JC0027'OF THE SOUTH CURB OF LINCOLN AVENUE, 0.7 FOOT EAST OF THE
 JC0027'NORTHWEST CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF
 JC0027'THE SIDEWALK.  SEC 8, T 2N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1089 ***********************************************************************
 HB1089  DESIGNATION -  E 148
 HB1089  PID         -  HB1089
 HB1089  STATE/COUNTY-  IL/JACKSON
 HB1089  USGS QUAD   -  ALTENBURG (1994)
 HB1089
 HB1089                         *CURRENT SURVEY CONTROL
 HB1089  ___________________________________________________________________
 HB1089* NAD 83(1986)-  37 40 38.     (N)    089 30 36.     (W)     SCALED    
 HB1089* NAVD 88     -       113.472  (meters)     372.28   (feet)  ADJUSTED  
 HB1089  ___________________________________________________________________
 HB1089  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HB1089  DYNAMIC HT  -         113.393 (meters)     372.02  (feet)  COMP
 HB1089  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 HB1089
 HB1089  VERT ORDER  -  FIRST     CLASS II
 HB1089
 HB1089.The horizontal coordinates were scaled from a topographic map and have
 HB1089.an estimated accuracy of +/- 6 seconds.
 HB1089
 HB1089.The orthometric height was determined by differential leveling
 HB1089.and adjusted by the National Geodetic Survey in June 1991..
 HB1089
 HB1089.The geoid height was determined by GEOID03.
 HB1089
 HB1089.The dynamic height is computed by dividing the NAVD 88
 HB1089.geopotential number by the normal gravity value computed on the
 HB1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1089.degrees latitude (g = 980.6199 gals.).
 HB1089
 HB1089.The modeled gravity was interpolated from observed gravity values.
 HB1089
 HB1089;                    North         East    Units  Estimated Accuracy
 HB1089;SPC IL W     -   112,350.      757,930.      MT  (+/- 180 meters Scaled)
 HB1089
 HB1089                          SUPERSEDED SURVEY CONTROL
 HB1089
 HB1089  NGVD 29 (??/??/??)  113.572  (m)          372.61   (f) ADJUSTED    1 2
 HB1089
 HB1089.Superseded values are not recommended for survey control.
 HB1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1089.See file dsdata.txt to determine how the superseded data were derived.
 HB1089
 HB1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG786729(NAD 83)
 HB1089_MARKER: DB = BENCH MARK DISK
 HB1089_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HB1089_SP_SET: UNSPECIFIED ROCK
 HB1089_STAMPING: E 148 1949
 HB1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1089
 HB1089  HISTORY     - Date     Condition        Report By
 HB1089  HISTORY     - 1949     MONUMENTED       CGS
 HB1089  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB1089
 HB1089                          STATION DESCRIPTION
 HB1089
 HB1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB1089'3 MI SW FROM GORHAM.
 HB1089'3.0 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB1089'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AT GORHAM, ABOUT
 HB1089'3.3 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB1089'STATION AT GRAND TOWER, ABOUT 0.35 MILE NORTHWEST OF RIVER LIGHT
 HB1089'NO. 82.8, ABOUT 275 YARDS SOUTH-SOUTHWEST OF MILE POST T 14, SET
 HB1089'VERTICALLY AND ABOUT 2 FEET ABOVE THE GROUND IN THE PART NEAREST
 HB1089'THE TRACK OF A 30 FOOT TALL ROUNDED ROCK, 32.5 FEET EAST-SOUTHEAST
 HB1089'OF THE EAST-SOUTHEAST RAIL AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 HB1089'THE TRACK.
 HB1089
 HB1089                          STATION RECOVERY (1981)
 HB1089
 HB1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1089'NOT RECOVERED, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7260 ***********************************************************************
 AB7260  CBN         -  This is a Cooperative Base Network Control Station.
 AB7260  DESIGNATION -  E 15 RESET
 AB7260  PID         -  AB7260
 AB7260  STATE/COUNTY-  IL/BROWN
 AB7260  USGS QUAD   -  MT STERLING (1981)
 AB7260
 AB7260                         *CURRENT SURVEY CONTROL
 AB7260  ___________________________________________________________________
 AB7260* NAD 83(1997)-  39 59 23.95993(N)    090 47 16.32023(W)     ADJUSTED  
 AB7260* NAVD 88     -       217.34   (meters)     713.1    (feet)  RESET     
 AB7260  ___________________________________________________________________
 AB7260  X           -     -67,288.626 (meters)                     COMP
 AB7260  Y           -  -4,893,100.731 (meters)                     COMP
 AB7260  Z           -   4,077,252.546 (meters)                     COMP
 AB7260  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AB7260  ELLIP HEIGHT-         184.48  (meters)          (10/15/04) GPS OBS
 AB7260  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AB7260
 AB7260  HORZ ORDER  -  B
 AB7260  VERT ORDER  -  THIRD
 AB7260  ELLP ORDER  -  FOURTH    CLASS II
 AB7260
 AB7260.The horizontal coordinates were established by GPS observations
 AB7260.and adjusted by the National Geodetic Survey in July 1998..
 AB7260
 AB7260.The orthometric height was computed from unverified reset data.
 AB7260
 AB7260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7260
 AB7260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7260
 AB7260.The ellipsoidal height was determined by GPS observations
 AB7260.and is referenced to NAD 83.
 AB7260
 AB7260.The geoid height was determined by GEOID03.
 AB7260
 AB7260;                    North         East     Units Scale Factor Converg.
 AB7260;SPC IL W     -   369,061.108   646,948.522   MT  0.99997581   -0 23 57.2
 AB7260;SPC IL W     - 1,210,827.99  2,122,530.28   sFT  0.99997581   -0 23 57.2
 AB7260;UTM  15      - 4,428,989.774   688,862.867   MT  1.00003913   +1 25 19.4
 AB7260
 AB7260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7260!SPC IL W     -   0.99997106  x   0.99997581  =   0.99994687
 AB7260!UTM  15      -   0.99997106  x   1.00003913  =   1.00001019
 AB7260
 AB7260                          SUPERSEDED SURVEY CONTROL
 AB7260
 AB7260  ELLIP H (07/17/98)  184.52   (m)                       GP(       ) 4 1
 AB7260  NAVD 88 (07/17/98)  217.34   (m)          713.1    (f) LEVELING    3  
 AB7260
 AB7260.Superseded values are not recommended for survey control.
 AB7260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7260.See file dsdata.txt to determine how the superseded data were derived.
 AB7260
 AB7260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE8886328990(NAD 83)
 AB7260_MARKER: DV = VERTICAL CONTROL DISK
 AB7260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7260_STAMPING: E 15 RESET 1994
 AB7260_MARK LOGO: NGS   
 AB7260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7260+STABILITY: SURFACE MOTION
 AB7260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7260+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 AB7260
 AB7260  HISTORY     - Date     Condition        Report By
 AB7260  HISTORY     - 1994     MONUMENTED       NGS
 AB7260  HISTORY     - 19970423 GOOD             NGS
 AB7260  HISTORY     - 19980716 GOOD             NGS
 AB7260  HISTORY     - 20030401 GOOD             INDIV
 AB7260
 AB7260                          STATION DESCRIPTION
 AB7260
 AB7260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RKB)
 AB7260'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) WEST ALONG US ROUTE 24 FROM
 AB7260'ITS JUNCTION WITH STATE ROUTE 99 ON THE EAST SIDE OF MOUNT STERLING,
 AB7260'14.1 M (46.3 FT) SOUTH OF THE CENTERLINE OF ROUTE 24, 7.0 M (23.0 FT)
 AB7260'WEST OF THE APPROXIMATE CENTERLINE OF A FIELD ENTRANCE SOUTH, 28.0 M
 AB7260'(91.9 FT) SOUTHEAST OF A POWER POLE ON THE NORTH SIDE OF THE HIGHWAY,
 AB7260'5.3 M (17.4 FT) SOUTHWEST OF THE WEST END OF A METAL PIPE CULVERT AT
 AB7260'THE FIELD ENTRANCE, 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST,
 AB7260'AND SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 AB7260
 AB7260                          STATION RECOVERY (1997)
 AB7260
 AB7260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AB7260'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) WEST ALONG U.S. HIGHWAY
 AB7260'24 FROM ITS JUNCTION WITH STATE ROUTE 99 ON THE EAST SIDE OF MOUNT
 AB7260'STERLING, 14.1 M (46.3 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 24,
 AB7260'7.0 M (23.0 FT) NORTHWEST OF THE APPROXIMATE CENTER OF A FIELD
 AB7260'ENTRANCE TO THE SOUTHWEST, 28.0 M (91.9 FT) SOUTH OF A POWER POLE ON
 AB7260'THE NORTH SIDE OF THE HIGHWAY, 5.3 M (17.4 FT) WEST OF THE NORTHWEST
 AB7260'END OF A METAL CULVERT PIPE AT THE FIELD ENTRANCE, AND 0.3 M (1.0 FT)
 AB7260'NORTHEAST OF A FIBERGLASS WITNESS POST.
 AB7260
 AB7260                          STATION RECOVERY (1998)
 AB7260
 AB7260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GW)
 AB7260'RECOVERED AS DESCRIBED
 AB7260'
 AB7260
 AB7260                          STATION RECOVERY (2003)
 AB7260
 AB7260'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JAR)
 AB7260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0574 ***********************************************************************
 HB0574  DESIGNATION -  E 150
 HB0574  PID         -  HB0574
 HB0574  STATE/COUNTY-  IL/FRANKLIN
 HB0574  USGS QUAD   -  CHRISTOPHER (1976)
 HB0574
 HB0574                         *CURRENT SURVEY CONTROL
 HB0574  ___________________________________________________________________
 HB0574* NAD 83(1986)-  37 59 11.     (N)    089 00 18.     (W)     SCALED    
 HB0574* NAVD 88     -       118.399  (meters)     388.45   (feet)  ADJUSTED  
 HB0574  ___________________________________________________________________
 HB0574  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HB0574  DYNAMIC HT  -         118.321 (meters)     388.19  (feet)  COMP
 HB0574  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 HB0574
 HB0574  VERT ORDER  -  FIRST     CLASS II
 HB0574
 HB0574.The horizontal coordinates were scaled from a topographic map and have
 HB0574.an estimated accuracy of +/- 6 seconds.
 HB0574
 HB0574.The orthometric height was determined by differential leveling
 HB0574.and adjusted by the National Geodetic Survey in June 1991..
 HB0574
 HB0574.The geoid height was determined by GEOID03.
 HB0574
 HB0574.The dynamic height is computed by dividing the NAVD 88
 HB0574.geopotential number by the normal gravity value computed on the
 HB0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0574.degrees latitude (g = 980.6199 gals.).
 HB0574
 HB0574.The modeled gravity was interpolated from observed gravity values.
 HB0574
 HB0574;                    North         East    Units  Estimated Accuracy
 HB0574;SPC IL E     -   146,680.      241,000.      MT  (+/- 180 meters Scaled)
 HB0574
 HB0574                          SUPERSEDED SURVEY CONTROL
 HB0574
 HB0574  NGVD 29 (??/??/??)  118.493  (m)          388.76   (f) ADJUSTED    1 2
 HB0574
 HB0574.Superseded values are not recommended for survey control.
 HB0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0574.See file dsdata.txt to determine how the superseded data were derived.
 HB0574
 HB0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH239062(NAD 83)
 HB0574_MARKER: DB = BENCH MARK DISK
 HB0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0574_SP_SET: ABUTMENT
 HB0574_STAMPING: E 150 1949
 HB0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0574
 HB0574  HISTORY     - Date     Condition        Report By
 HB0574  HISTORY     - 1949     MONUMENTED       CGS
 HB0574  HISTORY     - 1979     GOOD             ILDT
 HB0574  HISTORY     - 1979     GOOD             ILDT
 HB0574  HISTORY     - 1979     GOOD             ILDT
 HB0574  HISTORY     - 20050315 POOR             APISUR
 HB0574
 HB0574                          STATION DESCRIPTION
 HB0574
 HB0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0574'3 MI E FROM CHRISTOPHER.
 HB0574'3.05 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0574'STATION AT CHRISTOPHER, 58 YARDS WEST OF MILE POST E 85, IN THE
 HB0574'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE HIGHWAY 14
 HB0574'BRIDGE OVER A SMALL STREAM, 24.5 FEET SOUTH OF THE CENTER LINE OF
 HB0574'STATE HIGHWAY 14, 0.7 FOOT SOUTH OF THE CONCRETE BANISTER AND ABOUT
 HB0574'3.5 FEET BELOW THE LEVEL OF THE TRACK.
 HB0574
 HB0574                          STATION RECOVERY (1979)
 HB0574
 HB0574'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 HB0574'RECOVERED IN GOOD CONDITION.
 HB0574
 HB0574                          STATION RECOVERY (1979)
 HB0574
 HB0574'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 HB0574'RECOVERED IN GOOD CONDITION.
 HB0574
 HB0574                          STATION RECOVERY (1979)
 HB0574
 HB0574'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 HB0574'RECOVERED IN GOOD CONDITION.
 HB0574
 HB0574                          STATION RECOVERY (2005)
 HB0574
 HB0574'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (NRB)
 HB0574'MARK IS IN THE EAST END OF THE SOUTH HEADWALL OF A BOX CULVERT NOT IN
 HB0574'THE SOUTH END OF AN EAST ABUTMENT OF A BRIDGE AS INDICATED IN THE
 HB0574'ORIGINAL 1949 DESCRIPTION.  THE CONCRETE APPEARS TO BE FAIRLY NEW.
 HB0574'THE TABLET IS THE ORIGINAL BASED ON THE STAMPING, HOWEVER IT APPEARS
 HB0574'TO HAVE BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1357 ***********************************************************************
 JB1357  DESIGNATION -  E 151
 JB1357  PID         -  JB1357
 JB1357  STATE/COUNTY-  IL/ST CLAIR
 JB1357  USGS QUAD   -  LEBANON (1991)
 JB1357
 JB1357                         *CURRENT SURVEY CONTROL
 JB1357  ___________________________________________________________________
 JB1357* NAD 83(1986)-  38 32 14.     (N)    089 51 39.     (W)     SCALED    
 JB1357* NAVD 88     -       134.634  (meters)     441.71   (feet)  ADJUSTED  
 JB1357  ___________________________________________________________________
 JB1357  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1357  DYNAMIC HT  -         134.548 (meters)     441.43  (feet)  COMP
 JB1357  MODELED GRAV-     979,991.8   (mgal)                       NAVD 88
 JB1357
 JB1357  VERT ORDER  -  FIRST     CLASS II
 JB1357
 JB1357.The horizontal coordinates were scaled from a topographic map and have
 JB1357.an estimated accuracy of +/- 6 seconds.
 JB1357
 JB1357.The orthometric height was determined by differential leveling
 JB1357.and adjusted by the National Geodetic Survey in June 1991..
 JB1357
 JB1357.The geoid height was determined by GEOID03.
 JB1357
 JB1357.The dynamic height is computed by dividing the NAVD 88
 JB1357.geopotential number by the normal gravity value computed on the
 JB1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1357.degrees latitude (g = 980.6199 gals.).
 JB1357
 JB1357.The modeled gravity was interpolated from observed gravity values.
 JB1357
 JB1357;                    North         East    Units  Estimated Accuracy
 JB1357;SPC IL W     -   207,640.      726,660.      MT  (+/- 180 meters Scaled)
 JB1357
 JB1357                          SUPERSEDED SURVEY CONTROL
 JB1357
 JB1357  NGVD 29 (??/??/92)  134.741  (m)          442.06   (f) ADJ UNCH    1 2
 JB1357
 JB1357.Superseded values are not recommended for survey control.
 JB1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1357.See file dsdata.txt to determine how the superseded data were derived.
 JB1357
 JB1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH506693(NAD 83)
 JB1357_MARKER: DB = BENCH MARK DISK
 JB1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1357_SP_SET: BUILDING
 JB1357_STAMPING: E 151 1949
 JB1357_MARK LOGO: CGS   
 JB1357_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JB1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1357
 JB1357  HISTORY     - Date     Condition        Report By
 JB1357  HISTORY     - 1949     MONUMENTED       CGS
 JB1357  HISTORY     - 1969     GOOD             NGS
 JB1357  HISTORY     - 19881206 GOOD             USGS
 JB1357
 JB1357                          STATION DESCRIPTION
 JB1357
 JB1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1357'AT SCOTT AF BASE.
 JB1357'AT SCOTT AIR FORCE BASE, SET VERTICALLY IN THE EAST FACE OF THE
 JB1357'CONCRETE FOUNDATION FOR THE BASE OPERATIONS BUILDING, 108.7 FEET
 JB1357'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 64 FEET NORTH OF
 JB1357'THE NORTH EDGE OF THE MAIN ENTRANCE TO THE BUILDING AND 2 FEET
 JB1357'ABOVE THE LEVEL OF THE SIDEWALK.
 JB1357
 JB1357                          STATION RECOVERY (1988)
 JB1357
 JB1357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 JB1357'AT SCOTT AIR FORCE BASE, 0.4 MILE (0.6 KM) NORTH AND 0.3 MILE
 JB1357'(0.5 KM) EAST OF THE MAIN GATE, SET VERTICALLY IN THE EAST FACE OF
 JB1357'THE CONCRETE FOUNDATION FOR THE BASE OPERATIONS BUILDING, 108.7 FEET
 JB1357'(33.1 M) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 64 FEET
 JB1357'(19.5 M) NORTH OF THE NORTH EDGE OF THE MAIN ENTRANCE TO THE BUILDING
 JB1357'AND 2 FEET (0.6 M) ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1314 ***********************************************************************
 JB1314  DESIGNATION -  E 152
 JB1314  PID         -  JB1314
 JB1314  STATE/COUNTY-  IL/CLINTON
 JB1314  USGS QUAD   -  BREESE (1981)
 JB1314
 JB1314                         *CURRENT SURVEY CONTROL
 JB1314  ___________________________________________________________________
 JB1314* NAD 83(1986)-  38 36 29.     (N)    089 34 15.     (W)     SCALED    
 JB1314* NAVD 88     -       139.371  (meters)     457.25   (feet)  ADJUSTED  
 JB1314  ___________________________________________________________________
 JB1314  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JB1314  DYNAMIC HT  -         139.283 (meters)     456.96  (feet)  COMP
 JB1314  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 JB1314
 JB1314  VERT ORDER  -  FIRST     CLASS I
 JB1314
 JB1314.The horizontal coordinates were scaled from a topographic map and have
 JB1314.an estimated accuracy of +/- 6 seconds.
 JB1314
 JB1314.The orthometric height was determined by differential leveling
 JB1314.and adjusted by the National Geodetic Survey in June 1991..
 JB1314
 JB1314.The geoid height was determined by GEOID03.
 JB1314
 JB1314.The dynamic height is computed by dividing the NAVD 88
 JB1314.geopotential number by the normal gravity value computed on the
 JB1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1314.degrees latitude (g = 980.6199 gals.).
 JB1314
 JB1314.The modeled gravity was interpolated from observed gravity values.
 JB1314
 JB1314;                    North         East    Units  Estimated Accuracy
 JB1314;SPC IL W     -   215,630.      751,900.      MT  (+/- 180 meters Scaled)
 JB1314
 JB1314                          SUPERSEDED SURVEY CONTROL
 JB1314
 JB1314  NGVD 29 (??/??/92)  139.486  (m)          457.63   (f) ADJ UNCH    1 1
 JB1314
 JB1314.Superseded values are not recommended for survey control.
 JB1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1314.See file dsdata.txt to determine how the superseded data were derived.
 JB1314
 JB1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH761764(NAD 83)
 JB1314_MARKER: DB = BENCH MARK DISK
 JB1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1314_SP_SET: BRIDGE
 JB1314_STAMPING: E 152 1949
 JB1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1314
 JB1314  HISTORY     - Date     Condition        Report By
 JB1314  HISTORY     - 1949     MONUMENTED       CGS
 JB1314  HISTORY     - 1969     GOOD             NGS
 JB1314
 JB1314                          STATION DESCRIPTION
 JB1314
 JB1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1314'2.4 MI W FROM BREEZE.
 JB1314'ABOUT 2.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1314'THE STATION AT BREEZE, ABOUT 0.1 MILE EAST OF THE CROSSING OF
 JB1314'A BLACK TOP ROAD, NEAR MILEPOLE 301-39, SET ON THE TOP OF THE
 JB1314'SECOND STEP OF THE WING WALL AT THE NORTH END OF THE WEST
 JB1314'ABUTMENT FOR THE BRIDGE OVER BULL BRANCH, 14 FEET NORTH OF THE
 JB1314'NORTH RAIL AND 4 FEET BELOW THE LEVEL OF THE TRACK.  SEC 22, T2N,
 JB1314'R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0033 ***********************************************************************
 JB0033  DESIGNATION -  E 153
 JB0033  PID         -  JB0033
 JB0033  STATE/COUNTY-  IL/CLAY
 JB0033  USGS QUAD   -  CLAY CITY (1970)
 JB0033
 JB0033                         *CURRENT SURVEY CONTROL
 JB0033  ___________________________________________________________________
 JB0033* NAD 83(1986)-  38 41 29.     (N)    088 17 01.     (W)     SCALED    
 JB0033* NAVD 88     -       129.432  (meters)     424.64   (feet)  ADJUSTED  
 JB0033  ___________________________________________________________________
 JB0033  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JB0033  DYNAMIC HT  -         129.353 (meters)     424.39  (feet)  COMP
 JB0033  MODELED GRAV-     980,011.2   (mgal)                       NAVD 88
 JB0033
 JB0033  VERT ORDER  -  FIRST     CLASS II
 JB0033
 JB0033.The horizontal coordinates were scaled from a topographic map and have
 JB0033.an estimated accuracy of +/- 6 seconds.
 JB0033
 JB0033.The orthometric height was determined by differential leveling
 JB0033.and adjusted by the National Geodetic Survey in June 1991..
 JB0033
 JB0033.The geoid height was determined by GEOID03.
 JB0033
 JB0033.The dynamic height is computed by dividing the NAVD 88
 JB0033.geopotential number by the normal gravity value computed on the
 JB0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0033.degrees latitude (g = 980.6199 gals.).
 JB0033
 JB0033.The modeled gravity was interpolated from observed gravity values.
 JB0033
 JB0033;                    North         East    Units  Estimated Accuracy
 JB0033;SPC IL E     -   224,720.      304,330.      MT  (+/- 180 meters Scaled)
 JB0033
 JB0033                          SUPERSEDED SURVEY CONTROL
 JB0033
 JB0033  NGVD 29 (??/??/92)  129.542  (m)          425.01   (f) ADJ UNCH    1 2
 JB0033
 JB0033.Superseded values are not recommended for survey control.
 JB0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0033.See file dsdata.txt to determine how the superseded data were derived.
 JB0033
 JB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH883833(NAD 83)
 JB0033_MARKER: DB = BENCH MARK DISK
 JB0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0033_SP_SET: BRIDGE
 JB0033_STAMPING: E 153 1949
 JB0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0033
 JB0033  HISTORY     - Date     Condition        Report By
 JB0033  HISTORY     - 1949     MONUMENTED       CGS
 JB0033
 JB0033                          STATION DESCRIPTION
 JB0033
 JB0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0033'3.4 MI W FROM NOBLE.
 JB0033'3.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0033'STATION AT NOBLE, ABOUT 3.7 MILES EAST ALONG THE B AND O RR FROM
 JB0033'THE STATION AT CLAY CITY, AT RICHLAND COUNTY LINE, ABOUT 0.5 MILE
 JB0033'WEST OF A ROAD CROSSING, SET IN THE NORTH END OF THE WEST ABUTMENT
 JB0033'OF A LONG CONCRETE BRIDGE 231/28 OVER BIG MUDDY CREEK, 6 FEET
 JB0033'NORTH OF THE NORTH RAIL AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE
 JB0033'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0831 ***********************************************************************
 JB0831  DESIGNATION -  E 154
 JB0831  PID         -  JB0831
 JB0831  STATE/COUNTY-  IL/CLINTON
 JB0831  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0831
 JB0831                         *CURRENT SURVEY CONTROL
 JB0831  ___________________________________________________________________
 JB0831* NAD 83(1986)-  38 35 33.     (N)    089 10 55.     (W)     SCALED    
 JB0831* NAVD 88     -       147.141  (meters)     482.75   (feet)  ADJUSTED  
 JB0831  ___________________________________________________________________
 JB0831  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JB0831  DYNAMIC HT  -         147.047 (meters)     482.44  (feet)  COMP
 JB0831  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 JB0831
 JB0831  VERT ORDER  -  FIRST     CLASS II
 JB0831
 JB0831.The horizontal coordinates were scaled from a topographic map and have
 JB0831.an estimated accuracy of +/- 6 seconds.
 JB0831
 JB0831.The orthometric height was determined by differential leveling
 JB0831.and adjusted by the National Geodetic Survey in June 1991..
 JB0831
 JB0831.The geoid height was determined by GEOID03.
 JB0831
 JB0831.The dynamic height is computed by dividing the NAVD 88
 JB0831.geopotential number by the normal gravity value computed on the
 JB0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0831.degrees latitude (g = 980.6199 gals.).
 JB0831
 JB0831.The modeled gravity was interpolated from observed gravity values.
 JB0831
 JB0831;                    North         East    Units  Estimated Accuracy
 JB0831;SPC IL W     -   214,200.      785,790.      MT  (+/- 180 meters Scaled)
 JB0831
 JB0831                          SUPERSEDED SURVEY CONTROL
 JB0831
 JB0831  NGVD 29 (??/??/92)  147.270  (m)          483.17   (f) ADJ UNCH    1 2
 JB0831
 JB0831.Superseded values are not recommended for survey control.
 JB0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0831.See file dsdata.txt to determine how the superseded data were derived.
 JB0831
 JB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH099738(NAD 83)
 JB0831_MARKER: DB = BENCH MARK DISK
 JB0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0831_STAMPING: E 154 1949
 JB0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0831+STABILITY: SURFACE MOTION
 JB0831
 JB0831  HISTORY     - Date     Condition        Report By
 JB0831  HISTORY     - 1949     MONUMENTED       CGS
 JB0831  HISTORY     - 1970     GOOD             NGS
 JB0831
 JB0831                          STATION DESCRIPTION
 JB0831
 JB0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0831'1.4 MI SE FROM SHATTUC.
 JB0831'ABOUT 1.35 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 JB0831'QUINCY RAILROAD FROM THE STATION AT SHATTUC, AT A ROAD CROSSING,
 JB0831'67.5 FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING OF THE
 JB0831'SOUTH BOUND TRACK, 42 FEET EAST OF A POWER LINE POLE 955, 32
 JB0831'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTH BOUND TRACK, 30
 JB0831'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF
 JB0831'A FENCE CORNER, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 JB0831'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JB0831'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JB0831
 JB0831                          STATION RECOVERY (1970)
 JB0831
 JB0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0853 ***********************************************************************
 JB0853  DESIGNATION -  E 155
 JB0853  PID         -  JB0853
 JB0853  STATE/COUNTY-  IL/MARION
 JB0853  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0853
 JB0853                         *CURRENT SURVEY CONTROL
 JB0853  ___________________________________________________________________
 JB0853* NAD 83(1986)-  38 37 07.     (N)    089 00 49.     (W)     SCALED    
 JB0853* NAVD 88     -       164.972  (meters)     541.25   (feet)  ADJUSTED  
 JB0853  ___________________________________________________________________
 JB0853  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JB0853  DYNAMIC HT  -         164.868 (meters)     540.90  (feet)  COMP
 JB0853  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JB0853
 JB0853  VERT ORDER  -  FIRST     CLASS II
 JB0853
 JB0853.The horizontal coordinates were scaled from a topographic map and have
 JB0853.an estimated accuracy of +/- 6 seconds.
 JB0853
 JB0853.The orthometric height was determined by differential leveling
 JB0853.and adjusted by the National Geodetic Survey in June 1991..
 JB0853
 JB0853.The geoid height was determined by GEOID03.
 JB0853
 JB0853.The dynamic height is computed by dividing the NAVD 88
 JB0853.geopotential number by the normal gravity value computed on the
 JB0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0853.degrees latitude (g = 980.6199 gals.).
 JB0853
 JB0853.The modeled gravity was interpolated from observed gravity values.
 JB0853
 JB0853;                    North         East    Units  Estimated Accuracy
 JB0853;SPC IL E     -   216,860.      240,760.      MT  (+/- 180 meters Scaled)
 JB0853
 JB0853                          SUPERSEDED SURVEY CONTROL
 JB0853
 JB0853  NGVD 29 (??/??/92)  165.094  (m)          541.65   (f) ADJ UNCH    1 2
 JB0853
 JB0853.Superseded values are not recommended for survey control.
 JB0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0853.See file dsdata.txt to determine how the superseded data were derived.
 JB0853
 JB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH246763(NAD 83)
 JB0853_MARKER: DB = BENCH MARK DISK
 JB0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0853_SP_SET: CONCRETE POST
 JB0853_STAMPING: E 155 1949
 JB0853_MARK LOGO: CGS   
 JB0853_PROJECTION: FLUSH
 JB0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0853+STABILITY: SURFACE MOTION
 JB0853
 JB0853  HISTORY     - Date     Condition        Report By
 JB0853  HISTORY     - 1949     MONUMENTED       CGS
 JB0853  HISTORY     - 1986     GOOD             NGS
 JB0853
 JB0853                          STATION DESCRIPTION
 JB0853
 JB0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0853'2.2 MI E FROM ODIN.
 JB0853'2.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0853'STATION AT ODIN, ABOUT 3.75 MILES WEST ALONG THE B AND O RR FROM
 JB0853'THE STATION AT SALEM, AT A ROAD CROSSING, 114 FEET EAST-SOUTHEAST
 JB0853'OF THE SOUTH END OF A 36-INCH IRON PIPE CULVERT UNDER THE RAILROAD,
 JB0853'96 FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSING, 76 FEET
 JB0853'WEST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE SOUTH
 JB0853'RAIL, 11 FEET EAST OF TELEPHONE POLE 271/18 AND IN LINE WITH THE
 JB0853'TELEPHONE POLES, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 JB0853'ABOUT 1.5 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP
 JB0853'OF A CONCRETE POST PROJECTING 3 INCHES.
 JB0853
 JB0853                          STATION RECOVERY (1986)
 JB0853
 JB0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0853'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.0 KM (3.75
 JB0853'MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN SALEM,
 JB0853'THENCE 0.2 KM (0.1 MI) SOUTH ALONG COUNTY ROAD 700 E, 23.2 M (76.1 FT)
 JB0853'WEST OF THE CENTER OF THE ROAD, 13.7 M (44.9 FT) SOUTH OF THE NEAR
 JB0853'RAIL OF THE CHESSIE SYSTEM RAILROAD, AND 2.7 M (8.9 FT) EAST OF A
 JB0853'UTILITY POLE WITH 3 GUY WIRES.
 JB0853'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JB0853'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0608 ***********************************************************************
 JB0608  DESIGNATION -  E 156
 JB0608  PID         -  JB0608
 JB0608  STATE/COUNTY-  IL/MARION
 JB0608  USGS QUAD   -  SALEM SOUTH (1978)
 JB0608
 JB0608                         *CURRENT SURVEY CONTROL
 JB0608  ___________________________________________________________________
 JB0608* NAD 83(1986)-  38 37 17.     (N)    088 55 18.     (W)     SCALED    
 JB0608* NAVD 88     -       159.448  (meters)     523.12   (feet)  ADJUSTED  
 JB0608  ___________________________________________________________________
 JB0608  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JB0608  DYNAMIC HT  -         159.346 (meters)     522.79  (feet)  COMP
 JB0608  MODELED GRAV-     979,986.1   (mgal)                       NAVD 88
 JB0608
 JB0608  VERT ORDER  -  FIRST     CLASS II
 JB0608
 JB0608.The horizontal coordinates were scaled from a topographic map and have
 JB0608.an estimated accuracy of +/- 6 seconds.
 JB0608
 JB0608.The orthometric height was determined by differential leveling
 JB0608.and adjusted by the National Geodetic Survey in June 1991..
 JB0608
 JB0608.The geoid height was determined by GEOID03.
 JB0608
 JB0608.The dynamic height is computed by dividing the NAVD 88
 JB0608.geopotential number by the normal gravity value computed on the
 JB0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0608.degrees latitude (g = 980.6199 gals.).
 JB0608
 JB0608.The modeled gravity was interpolated from observed gravity values.
 JB0608
 JB0608;                    North         East    Units  Estimated Accuracy
 JB0608;SPC IL E     -   217,110.      248,770.      MT  (+/- 180 meters Scaled)
 JB0608
 JB0608                          SUPERSEDED SURVEY CONTROL
 JB0608
 JB0608  NGVD 29 (??/??/92)  159.56   (m)          523.5    (f) COMPUTED    1 2
 JB0608
 JB0608.Superseded values are not recommended for survey control.
 JB0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0608.See file dsdata.txt to determine how the superseded data were derived.
 JB0608
 JB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH327765(NAD 83)
 JB0608_MARKER: DB = BENCH MARK DISK
 JB0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0608_SP_SET: CONCRETE POST
 JB0608_STAMPING: E 156 1949
 JB0608_MARK LOGO: CGS   
 JB0608_PROJECTION: PROJECTING 5 CENTIMETERS
 JB0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0608+STABILITY: SURFACE MOTION
 JB0608
 JB0608  HISTORY     - Date     Condition        Report By
 JB0608  HISTORY     - 1949     MONUMENTED       CGS
 JB0608  HISTORY     - 1986     GOOD             NGS
 JB0608
 JB0608                          STATION DESCRIPTION
 JB0608
 JB0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0608'1.4 MI E FROM SALEM.
 JB0608'ABOUT 1.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0608'THE STATION AT SALEM, AT MILE POLE 260/20, SET IN THE NORTHWEST
 JB0608'QUARTER OF A ROAD CROSSING, 39 FEET NORTH OF THE NORTH RAIL, 39
 JB0608'FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF A
 JB0608'TELEPHONE POLE AT A FENCE CORNER, 34 FEET NORTHWEST OF A CROSSING
 JB0608'SIGN, 2.5 FEET SOUTH OF THE R/W FENCE, 2 FEET NORTH OF A WHITE
 JB0608'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK
 JB0608'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JB0608
 JB0608                          STATION RECOVERY (1986)
 JB0608
 JB0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0608'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.1 KM (1.3
 JB0608'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN SALEM,
 JB0608'THENCE 0.7 KM (0.45 MI) SOUTH ALONG COUNTY ROAD 1200 E, 11.9 M (39.0
 JB0608'FT) NORTH OF THE NEAR RAIL OF THE CHESSIE SYSTEM RAILROAD, AND 11.0 M
 JB0608'(36.1 FT) WEST OF THE CENTER OF THE ROAD.
 JB0608'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 JB0608'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0823 ***********************************************************************
 HB0823  DESIGNATION -  E 157
 HB0823  PID         -  HB0823
 HB0823  STATE/COUNTY-  IL/PULASKI
 HB0823  USGS QUAD   -  PULASKI (1967)
 HB0823
 HB0823                         *CURRENT SURVEY CONTROL
 HB0823  ___________________________________________________________________
 HB0823* NAD 83(1986)-  37 14 34.     (N)    089 11 44.     (W)     SCALED    
 HB0823* NAVD 88     -       103.194  (meters)     338.56   (feet)  ADJUSTED  
 HB0823  ___________________________________________________________________
 HB0823  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HB0823  DYNAMIC HT  -         103.121 (meters)     338.32  (feet)  COMP
 HB0823  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 HB0823
 HB0823  VERT ORDER  -  FIRST     CLASS I
 HB0823
 HB0823.The horizontal coordinates were scaled from a topographic map and have
 HB0823.an estimated accuracy of +/- 6 seconds.
 HB0823
 HB0823.The orthometric height was determined by differential leveling
 HB0823.and adjusted by the National Geodetic Survey in June 1991..
 HB0823
 HB0823.The geoid height was determined by GEOID03.
 HB0823
 HB0823.The dynamic height is computed by dividing the NAVD 88
 HB0823.geopotential number by the normal gravity value computed on the
 HB0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0823.degrees latitude (g = 980.6199 gals.).
 HB0823
 HB0823.The modeled gravity was interpolated from observed gravity values.
 HB0823
 HB0823;                    North         East    Units  Estimated Accuracy
 HB0823;SPC IL W     -    64,370.      786,160.      MT  (+/- 180 meters Scaled)
 HB0823
 HB0823                          SUPERSEDED SURVEY CONTROL
 HB0823
 HB0823  NGVD 29 (??/??/??)  103.137  (m)          338.38   (f) ADJUSTED    1 1
 HB0823
 HB0823.Superseded values are not recommended for survey control.
 HB0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0823.See file dsdata.txt to determine how the superseded data were derived.
 HB0823
 HB0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG052240(NAD 83)
 HB0823_MARKER: DB = BENCH MARK DISK
 HB0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0823_STAMPING: E 157 1954
 HB0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0823+STABILITY: SURFACE MOTION
 HB0823
 HB0823  HISTORY     - Date     Condition        Report By
 HB0823  HISTORY     - 1954     MONUMENTED       CGS
 HB0823  HISTORY     - 1969     GOOD             CGS
 HB0823  HISTORY     - 1976     GOOD             ILDT
 HB0823  HISTORY     - 1976     GOOD             ILDT
 HB0823  HISTORY     - 1976     GOOD             ILDT
 HB0823  HISTORY     - 20020829 MARK NOT FOUND   USACE
 HB0823
 HB0823                          STATION DESCRIPTION
 HB0823
 HB0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0823'2.4 MI S FROM ULLIN.
 HB0823'ABOUT 2.4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0823'THE POST OFFICE AT ULLIN, OR ABOUT 2.2 MILES NORTH ALONG THE
 HB0823'ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE AT PULASKI, 164
 HB0823'FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 HB0823'A GRAVELED ROAD, 120 FEET SOUTHWEST OF MILEPOST 347, 81 FEET
 HB0823'WEST OF THE WEST RAIL OF THE WEST TRACK, 99 FEET SOUTH-SOUTHEAST
 HB0823'AND ACROSS A GRAVELED ROAD FROM THE SOUTHEAST CORNER OF A FRAME
 HB0823'HOUSE, 35 1/2 FEET SOUTH OF A CORNER FENCE POST, 1.0 FOOT
 HB0823'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 HB0823'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 HB0823'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 3, T15S,
 HB0823'R1W.
 HB0823
 HB0823                          STATION RECOVERY (1976)
 HB0823
 HB0823'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0823'RECOVERED IN GOOD CONDITION.
 HB0823
 HB0823                          STATION RECOVERY (1976)
 HB0823
 HB0823'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0823'RECOVERED IN GOOD CONDITION.
 HB0823
 HB0823                          STATION RECOVERY (1976)
 HB0823
 HB0823'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0823'RECOVERED IN GOOD CONDITION.
 HB0823
 HB0823                          STATION RECOVERY (2002)
 HB0823
 HB0823'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0823'SUSPECTED DESTROYED. AREA NOW CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0661 ***********************************************************************
 HB0661  DESIGNATION -  E 158
 HB0661  PID         -  HB0661
 HB0661  STATE/COUNTY-  IL/UNION
 HB0661  USGS QUAD   -  MAKANDA (1996)
 HB0661
 HB0661                         *CURRENT SURVEY CONTROL
 HB0661  ___________________________________________________________________
 HB0661* NAD 83(1986)-  37 35 40.     (N)    089 12 54.     (W)     SCALED    
 HB0661* NAVD 88     -       137.946  (meters)     452.58   (feet)  ADJUSTED  
 HB0661  ___________________________________________________________________
 HB0661  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HB0661  DYNAMIC HT  -         137.847 (meters)     452.25  (feet)  COMP
 HB0661  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 HB0661
 HB0661  VERT ORDER  -  FIRST     CLASS I
 HB0661
 HB0661.The horizontal coordinates were scaled from a topographic map and have
 HB0661.an estimated accuracy of +/- 6 seconds.
 HB0661
 HB0661.The orthometric height was determined by differential leveling
 HB0661.and adjusted by the National Geodetic Survey in June 1991..
 HB0661
 HB0661.The geoid height was determined by GEOID03.
 HB0661
 HB0661.The dynamic height is computed by dividing the NAVD 88
 HB0661.geopotential number by the normal gravity value computed on the
 HB0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0661.degrees latitude (g = 980.6199 gals.).
 HB0661
 HB0661.The modeled gravity was interpolated from observed gravity values.
 HB0661
 HB0661;                    North         East    Units  Estimated Accuracy
 HB0661;SPC IL W     -   103,390.      784,040.      MT  (+/- 180 meters Scaled)
 HB0661
 HB0661                          SUPERSEDED SURVEY CONTROL
 HB0661
 HB0661  NGVD 29 (??/??/??)  137.989  (m)          452.72   (f) ADJUSTED    1 1
 HB0661
 HB0661.Superseded values are not recommended for survey control.
 HB0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0661.See file dsdata.txt to determine how the superseded data were derived.
 HB0661
 HB0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG044631(NAD 83)
 HB0661_MARKER: DB = BENCH MARK DISK
 HB0661_SETTING: 66 = SET IN ROCK OUTCROP
 HB0661_SP_SET: ROCK OUTCROP
 HB0661_STAMPING: E 158 1954
 HB0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0661+STABILITY: POSITION/ELEVATION WELL
 HB0661
 HB0661  HISTORY     - Date     Condition        Report By
 HB0661  HISTORY     - 1954     MONUMENTED       CGS
 HB0661  HISTORY     - 1969     GOOD             CGS
 HB0661
 HB0661                          STATION DESCRIPTION
 HB0661
 HB0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0661'1.8 MI S FROM MAKANDA.
 HB0661'ABOUT 1.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0661'THE STATION AT MAKANDA, 305 FEET SOUTH-SOUTHEAST AND ACROSS THE
 HB0661'TRACK FROM MILEPOST 318, 30 FEET EAST OF THE EAST RAIL OF THE
 HB0661'EAST TRACK, SET VERTICALLY IN THE WEST FACE OF A ROCK OUTCROP
 HB0661'WHICH IS IN A ROCK CUT, 107 FEET SOUTHEAST OF THE SOUTHEAST
 HB0661'CORNER OF THE CONCRETE FOUNDATION OF SEMAPHORE SIGNAL NUMBER
 HB0661'318.1, 83 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HB0661'CONCRETE FOUNDATION FOR SEMAPHORE SIGNAL NUMBER 318.2, 17 1/2
 HB0661'FEET NORTHWEST OF TELEPHONE POLE NUMBER F 15, AND ABOUT 1 FOOT
 HB0661'BELOW THE LEVEL OF THE TRACK.  SEC 4, T 11 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0611 ***********************************************************************
 HB0611  DESIGNATION -  E 159
 HB0611  PID         -  HB0611
 HB0611  STATE/COUNTY-  IL/JACKSON
 HB0611  USGS QUAD   -  ELKVILLE (1978)
 HB0611
 HB0611                         *CURRENT SURVEY CONTROL
 HB0611  ___________________________________________________________________
 HB0611* NAD 83(1986)-  37 53 03.     (N)    089 14 06.     (W)     SCALED    
 HB0611* NAVD 88     -       123.838  (meters)     406.29   (feet)  ADJUSTED  
 HB0611  ___________________________________________________________________
 HB0611  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HB0611  DYNAMIC HT  -         123.755 (meters)     406.02  (feet)  COMP
 HB0611  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 HB0611
 HB0611  VERT ORDER  -  FIRST     CLASS I
 HB0611
 HB0611.The horizontal coordinates were scaled from a topographic map and have
 HB0611.an estimated accuracy of +/- 6 seconds.
 HB0611
 HB0611.The orthometric height was determined by differential leveling
 HB0611.and adjusted by the National Geodetic Survey in June 1991..
 HB0611.WARNING-Repeat measurements at this control monument indicate possible
 HB0611.vertical movement.
 HB0611
 HB0611.The geoid height was determined by GEOID03.
 HB0611
 HB0611.The dynamic height is computed by dividing the NAVD 88
 HB0611.geopotential number by the normal gravity value computed on the
 HB0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0611.degrees latitude (g = 980.6199 gals.).
 HB0611
 HB0611.The modeled gravity was interpolated from observed gravity values.
 HB0611
 HB0611;                    North         East    Units  Estimated Accuracy
 HB0611;SPC IL W     -   135,520.      781,960.      MT  (+/- 180 meters Scaled)
 HB0611
 HB0611                          SUPERSEDED SURVEY CONTROL
 HB0611
 HB0611  NGVD 29 (??/??/??)  123.934  (m)          406.61   (f) ADJUSTED    1 1
 HB0611
 HB0611.Superseded values are not recommended for survey control.
 HB0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0611.See file dsdata.txt to determine how the superseded data were derived.
 HB0611
 HB0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG034953(NAD 83)
 HB0611_MARKER: DB = BENCH MARK DISK
 HB0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0611_STAMPING: E 159 1954
 HB0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0611+STABILITY: SURFACE MOTION
 HB0611
 HB0611  HISTORY     - Date     Condition        Report By
 HB0611  HISTORY     - 1954     MONUMENTED       CGS
 HB0611  HISTORY     - 1969     GOOD             CGS
 HB0611  HISTORY     - 1976     GOOD             ILDT
 HB0611  HISTORY     - 1976     GOOD             ILDT
 HB0611  HISTORY     - 1976     GOOD             ILDT
 HB0611
 HB0611                          STATION DESCRIPTION
 HB0611
 HB0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0611'1.8 MI S FROM ELKVILLE.
 HB0611'ABOUT 1.75 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0611'FROM THE POST OFFICE AT ELKVILLE, 0.2 MILE SOUTH OF MILEPOST
 HB0611'297, 100 FEET EAST AND ACROSS THE TRACKS FROM THE SOUTHEAST
 HB0611'CORNER OF A CEMETERY, 114 FEET NORTHEAST OF THE CENTER OF A
 HB0611'CROSSING OF THE RAILROAD AND A PAVED ROAD, 55 FEET EAST OF THE
 HB0611'EAST RAIL OF THE EAST TRACK, 73 FEET EAST OF THE CENTER LINE
 HB0611'OF U.S. HIGHWAY 51, 100 FEET NORTH OF THE CENTER LINE OF THE
 HB0611'PAVED ROAD, 89 1/2 FEET NORTH-NORTHEAST OF A RAILROAD CROSSING
 HB0611'SIGN, 4 FEET NORTH OF A TELEPHONE POLE, 1.3 FEET SOUTHWEST OF
 HB0611'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HB0611'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HB0611'3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 29, T 7S, R 1W
 HB0611
 HB0611                          STATION RECOVERY (1976)
 HB0611
 HB0611'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0611'RECOVERED IN GOOD CONDITION.
 HB0611
 HB0611                          STATION RECOVERY (1976)
 HB0611
 HB0611'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0611'RECOVERED IN GOOD CONDITION.
 HB0611
 HB0611                          STATION RECOVERY (1976)
 HB0611
 HB0611'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1842 ***********************************************************************
 LB1842  DESIGNATION -  E 16
 LB1842  PID         -  LB1842
 LB1842  STATE/COUNTY-  IL/VERMILION
 LB1842  USGS QUAD   -  DANVILLE SW (1978)
 LB1842
 LB1842                         *CURRENT SURVEY CONTROL
 LB1842  ___________________________________________________________________
 LB1842* NAD 83(1986)-  40 05 15.     (N)    087 39 52.     (W)     SCALED    
 LB1842* NAVD 88     -       196.643  (meters)     645.15   (feet)  ADJUSTED  
 LB1842  ___________________________________________________________________
 LB1842  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LB1842  DYNAMIC HT  -         196.546 (meters)     644.83  (feet)  COMP
 LB1842  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 LB1842
 LB1842  VERT ORDER  -  FIRST     CLASS II
 LB1842
 LB1842.The horizontal coordinates were scaled from a topographic map and have
 LB1842.an estimated accuracy of +/- 6 seconds.
 LB1842
 LB1842.The orthometric height was determined by differential leveling
 LB1842.and adjusted by the National Geodetic Survey in June 1991..
 LB1842
 LB1842.The geoid height was determined by GEOID03.
 LB1842
 LB1842.The dynamic height is computed by dividing the NAVD 88
 LB1842.geopotential number by the normal gravity value computed on the
 LB1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1842.degrees latitude (g = 980.6199 gals.).
 LB1842
 LB1842.The modeled gravity was interpolated from observed gravity values.
 LB1842
 LB1842;                    North         East    Units  Estimated Accuracy
 LB1842;SPC IL E     -   379,930.      357,050.      MT  (+/- 180 meters Scaled)
 LB1842
 LB1842                          SUPERSEDED SURVEY CONTROL
 LB1842
 LB1842  NGVD 29 (??/??/92)  196.681  (m)          645.28   (f) ADJ UNCH    1 2
 LB1842
 LB1842.Superseded values are not recommended for survey control.
 LB1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1842.See file dsdata.txt to determine how the superseded data were derived.
 LB1842
 LB1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK433376(NAD 83)
 LB1842_MARKER: DB = BENCH MARK DISK
 LB1842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1842_SP_SET: BRIDGE ABUTMENT
 LB1842_STAMPING: E 16 1934
 LB1842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1842
 LB1842  HISTORY     - Date     Condition        Report By
 LB1842  HISTORY     - 1934     MONUMENTED       CGS
 LB1842  HISTORY     - 1943     GOOD             NGS
 LB1842  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1842
 LB1842                          STATION DESCRIPTION
 LB1842
 LB1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1842'2.6 MI NE FROM CATLIN.
 LB1842'2.6 MILES NORTHEAST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1842'AT CATLIN, VERMILION COUNTY, ABOUT 250 FEET SOUTHWEST OF MILEPOST
 LB1842'D 305, ABOUT 350 FEET NORTHEAST OF A DIRT-ROAD CROSSING, AT A
 LB1842'BRIDGE, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 5.4 FEET
 LB1842'NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, AND LEVEL WITH
 LB1842'THE RAIL.  A STANDARD DISK, STAMPED E 16 1934.
 LB1842
 LB1842                          STATION RECOVERY (1943)
 LB1842
 LB1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LB1842'RECOVERED IN GOOD CONDITION.
 LB1842
 LB1842                          STATION RECOVERY (1986)
 LB1842
 LB1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1842'THIS BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1041 ***********************************************************************
 JB1041  DESIGNATION -  E 160
 JB1041  PID         -  JB1041
 JB1041  STATE/COUNTY-  IL/WASHINGTON
 JB1041  USGS QUAD   -  ASHLEY (1974)
 JB1041
 JB1041                         *CURRENT SURVEY CONTROL
 JB1041  ___________________________________________________________________
 JB1041* NAD 83(1986)-  38 22 01.     (N)    089 10 53.     (W)     SCALED    
 JB1041* NAVD 88     -       165.336  (meters)     542.44   (feet)  ADJUSTED  
 JB1041  ___________________________________________________________________
 JB1041  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 JB1041  DYNAMIC HT  -         165.232 (meters)     542.10  (feet)  COMP
 JB1041  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JB1041
 JB1041  VERT ORDER  -  FIRST     CLASS I
 JB1041
 JB1041.The horizontal coordinates were scaled from a topographic map and have
 JB1041.an estimated accuracy of +/- 6 seconds.
 JB1041
 JB1041.The orthometric height was determined by differential leveling
 JB1041.and adjusted by the National Geodetic Survey in June 1991..
 JB1041.WARNING-Repeat measurements at this control monument indicate possible
 JB1041.vertical movement.
 JB1041
 JB1041.The geoid height was determined by GEOID03.
 JB1041
 JB1041.The dynamic height is computed by dividing the NAVD 88
 JB1041.geopotential number by the normal gravity value computed on the
 JB1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1041.degrees latitude (g = 980.6199 gals.).
 JB1041
 JB1041.The modeled gravity was interpolated from observed gravity values.
 JB1041
 JB1041;                    North         East    Units  Estimated Accuracy
 JB1041;SPC IL W     -   189,160.      786,100.      MT  (+/- 180 meters Scaled)
 JB1041
 JB1041                          SUPERSEDED SURVEY CONTROL
 JB1041
 JB1041  NGVD 29 (??/??/92)  165.446  (m)          542.80   (f) ADJ UNCH    1 1
 JB1041
 JB1041.Superseded values are not recommended for survey control.
 JB1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1041.See file dsdata.txt to determine how the superseded data were derived.
 JB1041
 JB1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH094487(NAD 83)
 JB1041_MARKER: DB = BENCH MARK DISK
 JB1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1041_STAMPING: E 160 1954
 JB1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1041+STABILITY: SURFACE MOTION
 JB1041
 JB1041  HISTORY     - Date     Condition        Report By
 JB1041  HISTORY     - 1954     MONUMENTED       CGS
 JB1041  HISTORY     - 1969     GOOD             NGS
 JB1041
 JB1041                          STATION DESCRIPTION
 JB1041
 JB1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1041'2.6 MI N FROM ASHLEY.
 JB1041'ABOUT 2.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1041'THE STATION AT ASHLEY, 0.3 MILE NORTH OF MILEPOST 264, 140 FEET
 JB1041'NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 JB1041'PAVED ROAD, 96 1/2 FEET EAST OF THE EAST RAIL OF THE EAST SET OF
 JB1041'MAIN TRACKS, 87 FEET NORTH OF THE CENTER LINE OF THE ROAD, 115
 JB1041'FEET NORTHEAST OF A RAILROAD CROSSING SIGN, 56 FEET EAST OF A
 JB1041'TELEPHONE POLE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT
 JB1041'2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JB1041'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 JB1041'GROUND.  SEC 10, T2S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1081 ***********************************************************************
 JB1081  DESIGNATION -  E 161
 JB1081  PID         -  JB1081
 JB1081  STATE/COUNTY-  IL/PERRY
 JB1081  USGS QUAD   -  DU QUOIN (1975)
 JB1081
 JB1081                         *CURRENT SURVEY CONTROL
 JB1081  ___________________________________________________________________
 JB1081* NAD 83(1986)-  38 02 00.     (N)    089 14 24.     (W)     SCALED    
 JB1081* NAVD 88     -       141.335  (meters)     463.70   (feet)  ADJUSTED  
 JB1081  ___________________________________________________________________
 JB1081  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 JB1081  DYNAMIC HT  -         141.242 (meters)     463.39  (feet)  COMP
 JB1081  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 JB1081
 JB1081  VERT ORDER  -  FIRST     CLASS I
 JB1081
 JB1081.The horizontal coordinates were scaled from a topographic map and have
 JB1081.an estimated accuracy of +/- 6 seconds.
 JB1081
 JB1081.The orthometric height was determined by differential leveling
 JB1081.and adjusted by the National Geodetic Survey in June 1991..
 JB1081.WARNING-Repeat measurements at this control monument indicate possible
 JB1081.vertical movement.
 JB1081
 JB1081.The geoid height was determined by GEOID03.
 JB1081
 JB1081.The dynamic height is computed by dividing the NAVD 88
 JB1081.geopotential number by the normal gravity value computed on the
 JB1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1081.degrees latitude (g = 980.6199 gals.).
 JB1081
 JB1081.The modeled gravity was interpolated from observed gravity values.
 JB1081
 JB1081;                    North         East    Units  Estimated Accuracy
 JB1081;SPC IL W     -   152,080.      781,350.      MT  (+/- 180 meters Scaled)
 JB1081
 JB1081                          SUPERSEDED SURVEY CONTROL
 JB1081
 JB1081  NGVD 29 (??/??/92)  141.430  (m)          464.01   (f) ADJ UNCH    1 1
 JB1081
 JB1081.Superseded values are not recommended for survey control.
 JB1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1081.See file dsdata.txt to determine how the superseded data were derived.
 JB1081
 JB1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH034118(NAD 83)
 JB1081_MARKER: DB = BENCH MARK DISK
 JB1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1081_STAMPING: E 161 1954
 JB1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1081+STABILITY: SURFACE MOTION
 JB1081
 JB1081  HISTORY     - Date     Condition        Report By
 JB1081  HISTORY     - 1954     MONUMENTED       CGS
 JB1081  HISTORY     - 1969     GOOD             NGS
 JB1081  HISTORY     - 1979     GOOD             ILDT
 JB1081
 JB1081                          STATION DESCRIPTION
 JB1081
 JB1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1081'1.6 MI N FROM DU QUOIN.
 JB1081'ABOUT 1.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1081'THE STATION AT DU QUOIN, 0.1 MILE NORTHEAST AND ACROSS U.S. HIGHWAY
 JB1081'51 AND THE TRACKS FROM THE WDQN RADIO STATION AND TOWER, 120
 JB1081'YARDS NORTH OF MILEPOST 287, 36 FEET EAST OF THE EAST RAIL OF THE
 JB1081'MOST EASTERLY SET OF TRACKS, 69 FEET SOUTH OF THE SOUTH END OF
 JB1081'A METAL BARRIER ACROSS A ROAD, 46 1/2 FEET NORTH OF TELEPHONE
 JB1081'POLE NUMBER 70, 31 FEET WEST OF THE CENTER LINE OF A PAVED ROAD,
 JB1081'7 FEET EAST OF THE NORTHEAST CORNER OF A TELEPHONE BOOTH, 6 1/2
 JB1081'FEET SOUTH OF A TELEPHONE POLE, 1.2 FEET NORTHWEST OF A METAL
 JB1081'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 JB1081'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 JB1081'SURFACE OF THE GROUND.  SEC 5, T6S, R1W.
 JB1081
 JB1081                          STATION RECOVERY (1979)
 JB1081
 JB1081'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0804 ***********************************************************************
 LC0804  DESIGNATION -  E 162 RESET 1974
 LC0804  PID         -  LC0804
 LC0804  STATE/COUNTY-  IL/TAZEWELL
 LC0804  USGS QUAD   -  MORTON (1995)
 LC0804
 LC0804                         *CURRENT SURVEY CONTROL
 LC0804  ___________________________________________________________________
 LC0804* NAD 83(1986)-  40 31 05.     (N)    089 24 50.     (W)     SCALED    
 LC0804* NAVD 88     -       176.26   (meters)     578.3    (feet)  RESET     
 LC0804  ___________________________________________________________________
 LC0804  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LC0804
 LC0804  VERT ORDER  -  THIRD
 LC0804
 LC0804.The horizontal coordinates were scaled from a topographic map and have
 LC0804.an estimated accuracy of +/- 6 seconds.
 LC0804
 LC0804.The orthometric height was computed from unverified reset data.
 LC0804.No vertical observational check was made to the station.
 LC0804
 LC0804.The geoid height was determined by GEOID03.
 LC0804
 LC0804;                    North         East    Units  Estimated Accuracy
 LC0804;SPC IL W     -   427,780.      763,790.      MT  (+/- 180 meters Scaled)
 LC0804
 LC0804                          SUPERSEDED SURVEY CONTROL
 LC0804
 LC0804  NGVD 29 (03/28/06)  176.35   (m)          578.6    (f) RESET       3  
 LC0804
 LC0804.Superseded values are not recommended for survey control.
 LC0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0804.See file dsdata.txt to determine how the superseded data were derived.
 LC0804
 LC0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK955880(NAD 83)
 LC0804_MARKER: DB = BENCH MARK DISK
 LC0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0804_SP_SET: BRIDGE
 LC0804_STAMPING: E 162 RESET 1974
 LC0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0804
 LC0804  HISTORY     - Date     Condition        Report By
 LC0804  HISTORY     - 1974     MONUMENTED       ILDT
 LC0804  HISTORY     - 1975     GOOD             NGS
 LC0804
 LC0804                          STATION DESCRIPTION
 LC0804
 LC0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LC0804'2.9 MI W FROM MACKINAW.
 LC0804'ABOUT 2.9 MILES WEST ALONG THE NEW YORK CENTRAL R.R. FROM THE
 LC0804'STATION AT MACKINAW, IN THE TOP OF THE SOUTHWEST WINGWALL OF WEST
 LC0804'ABUTMENT OF STATE HIGHWAY 9 BRIDGE OVER MUD CREEK, 16 3/4 FEET
 LC0804'SOUTH OF CENTER LINE OF HIGHWAY, 106 FEET SOUTH OF SOUTH RAIL AND
 LC0804'ABOUT 1 3/4 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1004 ***********************************************************************
 LC1004  DESIGNATION -  E 163
 LC1004  PID         -  LC1004
 LC1004  STATE/COUNTY-  IL/MCLEAN
 LC1004  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1004
 LC1004                         *CURRENT SURVEY CONTROL
 LC1004  ___________________________________________________________________
 LC1004* NAD 83(1986)-  40 28 43.     (N)    089 00 45.     (W)     SCALED    
 LC1004* NAVD 88     -       233.540  (meters)     766.21   (feet)  ADJUSTED  
 LC1004  ___________________________________________________________________
 LC1004  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC1004  DYNAMIC HT  -         233.430 (meters)     765.84  (feet)  COMP
 LC1004  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 LC1004
 LC1004  VERT ORDER  -  FIRST     CLASS II
 LC1004
 LC1004.The horizontal coordinates were scaled from a topographic map and have
 LC1004.an estimated accuracy of +/- 6 seconds.
 LC1004
 LC1004.The orthometric height was determined by differential leveling
 LC1004.and adjusted by the National Geodetic Survey in June 1991..
 LC1004
 LC1004.The geoid height was determined by GEOID03.
 LC1004
 LC1004.The dynamic height is computed by dividing the NAVD 88
 LC1004.geopotential number by the normal gravity value computed on the
 LC1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1004.degrees latitude (g = 980.6199 gals.).
 LC1004
 LC1004.The modeled gravity was interpolated from observed gravity values.
 LC1004
 LC1004;                    North         East    Units  Estimated Accuracy
 LC1004;SPC IL E     -   423,370.      242,410.      MT  (+/- 180 meters Scaled)
 LC1004
 LC1004                          SUPERSEDED SURVEY CONTROL
 LC1004
 LC1004  NGVD 29 (??/??/92)  233.600  (m)          766.40   (f) ADJ UNCH    1 2
 LC1004
 LC1004.Superseded values are not recommended for survey control.
 LC1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1004.See file dsdata.txt to determine how the superseded data were derived.
 LC1004
 LC1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK294828(NAD 83)
 LC1004_MARKER: DB = BENCH MARK DISK
 LC1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1004_STAMPING: E 163 1954
 LC1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1004+STABILITY: SURFACE MOTION
 LC1004
 LC1004  HISTORY     - Date     Condition        Report By
 LC1004  HISTORY     - 1954     MONUMENTED       CGS
 LC1004
 LC1004                          STATION DESCRIPTION
 LC1004
 LC1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1004'1.2 MI W FROM BLOOMINGTON.
 LC1004'ABOUT 1.25 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC1004'THE FREIGHT STATION AT BLOOMINGTON, ABOUT 0.1 MILE WEST OF
 LC1004'MILE POST IND 167, SET VERTICALLY IN THE NORTH FACE OF CONCRETE
 LC1004'FOUNDATION OF MAIN OFFICE OF FUNK BROS. SEED COMPANY, 67 FEET
 LC1004'SOUTH OF SOUTH RAIL OF MAIN TRACK, 2 FEET EAST OF NORTHWEST CORNER
 LC1004'OF BUILDING, ABOUT 2 1/2 FEET ABOVE GROUND AND ABOUT LEVEL WITH
 LC1004'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1007 ***********************************************************************
 LC1007  DESIGNATION -  E 164
 LC1007  PID         -  LC1007
 LC1007  STATE/COUNTY-  IL/MCLEAN
 LC1007  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1007
 LC1007                         *CURRENT SURVEY CONTROL
 LC1007  ___________________________________________________________________
 LC1007* NAD 83(1986)-  40 27 02.     (N)    089 00 41.     (W)     SCALED    
 LC1007* NAVD 88     -       260.571  (meters)     854.89   (feet)  ADJUSTED  
 LC1007  ___________________________________________________________________
 LC1007  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC1007  DYNAMIC HT  -         260.448 (meters)     854.49  (feet)  COMP
 LC1007  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 LC1007
 LC1007  VERT ORDER  -  FIRST     CLASS II
 LC1007
 LC1007.The horizontal coordinates were scaled from a topographic map and have
 LC1007.an estimated accuracy of +/- 6 seconds.
 LC1007
 LC1007.The orthometric height was determined by differential leveling
 LC1007.and adjusted by the National Geodetic Survey in June 1991..
 LC1007
 LC1007.The geoid height was determined by GEOID03.
 LC1007
 LC1007.The dynamic height is computed by dividing the NAVD 88
 LC1007.geopotential number by the normal gravity value computed on the
 LC1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1007.degrees latitude (g = 980.6199 gals.).
 LC1007
 LC1007.The modeled gravity was interpolated from observed gravity values.
 LC1007
 LC1007;                    North         East    Units  Estimated Accuracy
 LC1007;SPC IL E     -   420,250.      242,480.      MT  (+/- 180 meters Scaled)
 LC1007
 LC1007                          SUPERSEDED SURVEY CONTROL
 LC1007
 LC1007  NGVD 29 (??/??/92)  260.631  (m)          855.09   (f) ADJ UNCH    1 2
 LC1007
 LC1007.Superseded values are not recommended for survey control.
 LC1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1007.See file dsdata.txt to determine how the superseded data were derived.
 LC1007
 LC1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK294797(NAD 83)
 LC1007_MARKER: DB = BENCH MARK DISK
 LC1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1007_SP_SET: RADIO TOWER CONCRETE BASE
 LC1007_STAMPING: E 164 1954
 LC1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1007
 LC1007  HISTORY     - Date     Condition        Report By
 LC1007  HISTORY     - 1954     MONUMENTED       CGS
 LC1007  HISTORY     - 1960     GOOD             NGS
 LC1007
 LC1007                          STATION DESCRIPTION
 LC1007
 LC1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1007'2 MI WSW FROM BLOOMINGTON.
 LC1007'ABOUT 2.05 MILES WEST AND SOUTHWEST ALONG U.S. HIGHWAY 66 FROM
 LC1007'ITS OVERPASS OVER THE ILLINOIS CENTRAL RAILROAD AT BLOOMINGTON,
 LC1007'ABOUT 0.1 MILE EAST OF THE HIGHWAY, SET VERTICALLY IN THE EAST
 LC1007'FACE OF CONCRETE BASE OF WJBC RADIO TOWER, AND ABOUT 2.3 FEET
 LC1007'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0389 ***********************************************************************
 LC0389  DESIGNATION -  E 165
 LC0389  PID         -  LC0389
 LC0389  STATE/COUNTY-  IL/MCLEAN
 LC0389  USGS QUAD   -  LE ROY (1981)
 LC0389
 LC0389                         *CURRENT SURVEY CONTROL
 LC0389  ___________________________________________________________________
 LC0389* NAD 83(1986)-  40 20 48.     (N)    088 45 56.     (W)     SCALED    
 LC0389* NAVD 88     -       238.404  (meters)     782.16   (feet)  ADJUSTED  
 LC0389  ___________________________________________________________________
 LC0389  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC0389  DYNAMIC HT  -         238.290 (meters)     781.79  (feet)  COMP
 LC0389  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 LC0389
 LC0389  VERT ORDER  -  FIRST     CLASS II
 LC0389
 LC0389.The horizontal coordinates were scaled from a topographic map and have
 LC0389.an estimated accuracy of +/- 6 seconds.
 LC0389
 LC0389.The orthometric height was determined by differential leveling
 LC0389.and adjusted by the National Geodetic Survey in June 1991..
 LC0389
 LC0389.The geoid height was determined by GEOID03.
 LC0389
 LC0389.The dynamic height is computed by dividing the NAVD 88
 LC0389.geopotential number by the normal gravity value computed on the
 LC0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0389.degrees latitude (g = 980.6199 gals.).
 LC0389
 LC0389.The modeled gravity was interpolated from observed gravity values.
 LC0389
 LC0389;                    North         East    Units  Estimated Accuracy
 LC0389;SPC IL E     -   408,580.      263,280.      MT  (+/- 180 meters Scaled)
 LC0389
 LC0389                          SUPERSEDED SURVEY CONTROL
 LC0389
 LC0389  NGVD 29 (??/??/92)  238.461  (m)          782.35   (f) ADJ UNCH    1 2
 LC0389
 LC0389.Superseded values are not recommended for survey control.
 LC0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0389.See file dsdata.txt to determine how the superseded data were derived.
 LC0389
 LC0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK500677(NAD 83)
 LC0389_MARKER: DB = BENCH MARK DISK
 LC0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0389_SP_SET: BUILDING
 LC0389_STAMPING: E 165 1954
 LC0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0389
 LC0389  HISTORY     - Date     Condition        Report By
 LC0389  HISTORY     - 1954     MONUMENTED       CGS
 LC0389  HISTORY     - 1979     MARK NOT FOUND   USGS
 LC0389  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0389
 LC0389                          STATION DESCRIPTION
 LC0389
 LC0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0389'AT LE ROY.
 LC0389'AT LE ROY, ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 3 TELEPHONE
 LC0389'POLES SOUTHEAST OF THE RAILROAD STATION, SET VERTICALLY IN THE
 LC0389'SOUTHWEST BRICK FACE OF WAREHOUSE OF HOWE IMPLEMENT AND MERCHANDISE
 LC0389'COMPANY, 28 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 1 1/2
 LC0389'FEET SOUTHEAST OF WEST CORNER OF BUILDING AND 3 1/2 FEET ABOVE
 LC0389'GROUND.
 LC0389
 LC0389                          STATION RECOVERY (1979)
 LC0389
 LC0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LC0389'THERE IS A NEW BUILDING WHERE MARK SUPPOSED TO BE.
 LC0389
 LC0389                          STATION RECOVERY (1986)
 LC0389
 LC0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0389'THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1503 ***********************************************************************
 ME1503  DESIGNATION -  E 166
 ME1503  PID         -  ME1503
 ME1503  STATE/COUNTY-  IL/KANKAKEE
 ME1503  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME1503
 ME1503                         *CURRENT SURVEY CONTROL
 ME1503  ___________________________________________________________________
 ME1503* NAD 83(1986)-  41 10 39.     (N)    087 36 17.     (W)     SCALED    
 ME1503* NAVD 88     -       191.906  (meters)     629.61   (feet)  ADJUSTED  
 ME1503  ___________________________________________________________________
 ME1503  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ME1503  DYNAMIC HT  -         191.826 (meters)     629.35  (feet)  COMP
 ME1503  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 ME1503
 ME1503  VERT ORDER  -  SECOND    CLASS 0
 ME1503
 ME1503.The horizontal coordinates were scaled from a topographic map and have
 ME1503.an estimated accuracy of +/- 6 seconds.
 ME1503
 ME1503.The orthometric height was determined by differential leveling
 ME1503.and adjusted by the National Geodetic Survey in June 1991..
 ME1503
 ME1503.The geoid height was determined by GEOID03.
 ME1503
 ME1503.The dynamic height is computed by dividing the NAVD 88
 ME1503.geopotential number by the normal gravity value computed on the
 ME1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1503.degrees latitude (g = 980.6199 gals.).
 ME1503
 ME1503.The modeled gravity was interpolated from observed gravity values.
 ME1503
 ME1503;                    North         East    Units  Estimated Accuracy
 ME1503;SPC IL E     -   501,010.      361,140.      MT  (+/- 180 meters Scaled)
 ME1503
 ME1503                          SUPERSEDED SURVEY CONTROL
 ME1503
 ME1503  NGVD 29 (??/??/92)  191.997  (m)          629.91   (f) ADJ UNCH    2 0
 ME1503
 ME1503.Superseded values are not recommended for survey control.
 ME1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1503.See file dsdata.txt to determine how the superseded data were derived.
 ME1503
 ME1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL492586(NAD 83)
 ME1503_MARKER: DB = BENCH MARK DISK
 ME1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1503_STAMPING: E 166 1954
 ME1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1503+STABILITY: SURFACE MOTION
 ME1503
 ME1503  HISTORY     - Date     Condition        Report By
 ME1503  HISTORY     - 1954     MONUMENTED       CGS
 ME1503  HISTORY     - 1969     GOOD             NGS
 ME1503
 ME1503                          STATION DESCRIPTION
 ME1503
 ME1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1503'3.2 MI E FROM MOMENCE.
 ME1503'ABOUT 3.2 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1503'STATION AT MOMENCE, AT CROSSING OF THE CHICAGO, MILWAUKEE, ST.
 ME1503'PAUL AND PACIFIC RAILROAD AT DELMAR, 85 FEET SOUTHWEST OF CENTER
 ME1503'OF INTERSECTION OF TRACKS, 48 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 ME1503'N.Y.C.RR, 38 FEET WEST OF WEST RAIL OF C.M.ST.P. AND P. RR., 129
 ME1503'FEET SOUTH AND ACROSS N.Y.C.RR FROM THE SOUTHWEST CORNER OF
 ME1503'CONTROL TOWER, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 ME1503'CONCRETE POST PROJECTING 3 INCHES.
 ME1503
 ME1503                          STATION RECOVERY (1969)
 ME1503
 ME1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1823 ***********************************************************************
 LB1823  DESIGNATION -  E 167
 LB1823  PID         -  LB1823
 LB1823  STATE/COUNTY-  IL/CHAMPAIGN
 LB1823  USGS QUAD   -  HOMER (1975)
 LB1823
 LB1823                         *CURRENT SURVEY CONTROL
 LB1823  ___________________________________________________________________
 LB1823* NAD 83(1986)-  40 02 07.     (N)    087 57 09.     (W)     SCALED    
 LB1823* NAVD 88     -       204.755  (meters)     671.77   (feet)  ADJUSTED  
 LB1823  ___________________________________________________________________
 LB1823  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LB1823  DYNAMIC HT  -         204.651 (meters)     671.43  (feet)  COMP
 LB1823  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 LB1823
 LB1823  VERT ORDER  -  FIRST     CLASS II
 LB1823
 LB1823.The horizontal coordinates were scaled from a topographic map and have
 LB1823.an estimated accuracy of +/- 6 seconds.
 LB1823
 LB1823.The orthometric height was determined by differential leveling
 LB1823.and adjusted by the National Geodetic Survey in June 1991..
 LB1823
 LB1823.The geoid height was determined by GEOID03.
 LB1823
 LB1823.The dynamic height is computed by dividing the NAVD 88
 LB1823.geopotential number by the normal gravity value computed on the
 LB1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1823.degrees latitude (g = 980.6199 gals.).
 LB1823
 LB1823.The modeled gravity was interpolated from observed gravity values.
 LB1823
 LB1823;                    North         East    Units  Estimated Accuracy
 LB1823;SPC IL E     -   373,990.      332,500.      MT  (+/- 180 meters Scaled)
 LB1823
 LB1823                          SUPERSEDED SURVEY CONTROL
 LB1823
 LB1823  NGVD 29 (??/??/92)  204.807  (m)          671.94   (f) ADJ UNCH    1 2
 LB1823
 LB1823.Superseded values are not recommended for survey control.
 LB1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1823.See file dsdata.txt to determine how the superseded data were derived.
 LB1823
 LB1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK187321(NAD 83)
 LB1823_MARKER: DB = BENCH MARK DISK
 LB1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1823_SP_SET: CONCRETE POST
 LB1823_STAMPING: E 167 1954
 LB1823_MARK LOGO: CGS   
 LB1823_PROJECTION: PROJECTING 5 CENTIMETERS
 LB1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1823+STABILITY: SURFACE MOTION
 LB1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1823+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2005
 LB1823
 LB1823  HISTORY     - Date     Condition        Report By
 LB1823  HISTORY     - 1954     MONUMENTED       CGS
 LB1823  HISTORY     - 1986     GOOD             NGS
 LB1823  HISTORY     - 19980407 GOOD             BCA
 LB1823  HISTORY     - 20051128 GOOD             ILDT
 LB1823
 LB1823                          STATION DESCRIPTION
 LB1823
 LB1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1823'AT HOMER.
 LB1823'AT HOMER, ABOUT 0.3 MILE EAST ALONG THE WABASH RAILROAD FROM
 LB1823'THE STATION, ABOUT 0.1 MILE WEST OF MILE POST 321, ABOUT
 LB1823'100 YARDS EAST OF ELEVATOR BUILDINGS, AT A NORTH-SOUTH STREET
 LB1823'CROSSING, 101 FEET EAST-NORTHEAST OF CENTER OF CROSSING OF MAIN
 LB1823'TRACK AND STREET, 26 FEET NORTH OF NORTH RAIL OF MAIN TRACK,
 LB1823'4 1/2 FEET EAST OF THE FIRST TELEPHONE POLE EAST OF CROSSING,
 LB1823'110 FEET EAST AND ACROSS STREET FROM CROSSING WARNING SIGNAL, 1 FOOT
 LB1823'SOUTH OF A FENCE LINE, ABOUT IN LINE WITH THE EXTENDED EAST FACE
 LB1823'OF BACK PORCH OF A HOUSE WHICH IS ON NORTH SIDE OF TRACK, ABOUT
 LB1823'2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 LB1823'POST PROJECTING 2 INCHES.
 LB1823
 LB1823                          STATION RECOVERY (1986)
 LB1823
 LB1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1823'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN HOMER, AT
 LB1823'THE INTERSECTION OF NORTH MAPLE STREET AND THE NORFOLK AND WESTERN
 LB1823'RAILROAD, 30.8 M (101.0 FT) EAST OF THE CENTER OF THE STREET, 22.4 M
 LB1823'(73.5 FT) SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 8.0 M (26.2 FT)
 LB1823'NORTH OF THE NEAR RAIL, AND 1.4 M (4.6 FT) EAST OF UTILITY POLE NUMBER
 LB1823'E.
 LB1823'THE MARK IS 0.6 M BELOW THE TRACKS.
 LB1823
 LB1823                          STATION RECOVERY (1998)
 LB1823
 LB1823'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LB1823'RECOVERED IN GOOD CONDITION.
 LB1823
 LB1823                          STATION RECOVERY (2005)
 LB1823
 LB1823'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB1823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1520 ***********************************************************************
 ME1520  DESIGNATION -  E 168
 ME1520  PID         -  ME1520
 ME1520  STATE/COUNTY-  IL/KANKAKEE
 ME1520  USGS QUAD   -  MOMENCE (1973)
 ME1520
 ME1520                         *CURRENT SURVEY CONTROL
 ME1520  ___________________________________________________________________
 ME1520* NAD 83(1986)-  41 09 34.     (N)    087 43 12.     (W)     SCALED    
 ME1520* NAVD 88     -       189.866  (meters)     622.92   (feet)  ADJUSTED  
 ME1520  ___________________________________________________________________
 ME1520  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 ME1520  DYNAMIC HT  -         189.788 (meters)     622.66  (feet)  COMP
 ME1520  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 ME1520
 ME1520  VERT ORDER  -  SECOND    CLASS 0
 ME1520
 ME1520.The horizontal coordinates were scaled from a topographic map and have
 ME1520.an estimated accuracy of +/- 6 seconds.
 ME1520
 ME1520.The orthometric height was determined by differential leveling
 ME1520.and adjusted by the National Geodetic Survey in June 1991..
 ME1520
 ME1520.The geoid height was determined by GEOID03.
 ME1520
 ME1520.The dynamic height is computed by dividing the NAVD 88
 ME1520.geopotential number by the normal gravity value computed on the
 ME1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1520.degrees latitude (g = 980.6199 gals.).
 ME1520
 ME1520.The modeled gravity was interpolated from observed gravity values.
 ME1520
 ME1520;                    North         East    Units  Estimated Accuracy
 ME1520;SPC IL E     -   498,930.      351,480.      MT  (+/- 180 meters Scaled)
 ME1520
 ME1520                          SUPERSEDED SURVEY CONTROL
 ME1520
 ME1520  NGVD 29 (??/??/92)  189.958  (m)          623.22   (f) ADJ UNCH    2 0
 ME1520
 ME1520.Superseded values are not recommended for survey control.
 ME1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1520.See file dsdata.txt to determine how the superseded data were derived.
 ME1520
 ME1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL395567(NAD 83)
 ME1520_MARKER: DB = BENCH MARK DISK
 ME1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1520_STAMPING: E 168 1954
 ME1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1520+STABILITY: SURFACE MOTION
 ME1520
 ME1520  HISTORY     - Date     Condition        Report By
 ME1520  HISTORY     - 1954     MONUMENTED       CGS
 ME1520
 ME1520                          STATION DESCRIPTION
 ME1520
 ME1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1520'3.1 MI W FROM MOMENCE.
 ME1520'ABOUT 3.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1520'THE STATION AT MOMENCE, AT A NORTH-SOUTH BLACK TOP ROAD CROSSING,
 ME1520'56 FEET SOUTHEAST OF CENTER OF CROSSING, 47 FEET SOUTH OF SOUTH
 ME1520'RAIL, 32 FEET EAST OF CENTER LINE OF ROAD, 1 FOOT NORTH OF A
 ME1520'FENCE LINE, 11 FEET EAST OF A TALL POWER LINE POLE, 13 FEET
 ME1520'EAST OF NORTH END OF A 20-INCH PIPE CULVERT UNDER A FIELD ROAD
 ME1520'LEADING EAST, ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND SET
 ME1520'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0896 ***********************************************************************
 JB0896  DESIGNATION -  E 169
 JB0896  PID         -  JB0896
 JB0896  STATE/COUNTY-  IL/CLINTON
 JB0896  USGS QUAD   -  BECKEMEYER (1969)
 JB0896
 JB0896                         *CURRENT SURVEY CONTROL
 JB0896  ___________________________________________________________________
 JB0896* NAD 83(1986)-  38 36 30.     (N)    089 23 11.     (W)     SCALED    
 JB0896* NAVD 88     -       142.374  (meters)     467.11   (feet)  ADJUSTED  
 JB0896  ___________________________________________________________________
 JB0896  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JB0896  DYNAMIC HT  -         142.283 (meters)     466.81  (feet)  COMP
 JB0896  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 JB0896
 JB0896  VERT ORDER  -  FIRST     CLASS I
 JB0896
 JB0896.The horizontal coordinates were scaled from a topographic map and have
 JB0896.an estimated accuracy of +/- 6 seconds.
 JB0896
 JB0896.The orthometric height was determined by differential leveling
 JB0896.and adjusted by the National Geodetic Survey in June 1991..
 JB0896
 JB0896.The geoid height was determined by GEOID03.
 JB0896
 JB0896.The dynamic height is computed by dividing the NAVD 88
 JB0896.geopotential number by the normal gravity value computed on the
 JB0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0896.degrees latitude (g = 980.6199 gals.).
 JB0896
 JB0896.The modeled gravity was interpolated from observed gravity values.
 JB0896
 JB0896;                    North         East    Units  Estimated Accuracy
 JB0896;SPC IL W     -   215,780.      767,960.      MT  (+/- 180 meters Scaled)
 JB0896
 JB0896                          SUPERSEDED SURVEY CONTROL
 JB0896
 JB0896  NGVD 29 (??/??/92)  142.486  (m)          467.47   (f) ADJ UNCH    1 1
 JB0896
 JB0896.Superseded values are not recommended for survey control.
 JB0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0896.See file dsdata.txt to determine how the superseded data were derived.
 JB0896
 JB0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH922760(NAD 83)
 JB0896_MARKER: DB = BENCH MARK DISK
 JB0896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB0896_SP_SET: 19 1/2 FEET
 JB0896_STAMPING: E 169 1969
 JB0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0896
 JB0896  HISTORY     - Date     Condition        Report By
 JB0896  HISTORY     - 1969     MONUMENTED       CGS
 JB0896
 JB0896                          STATION DESCRIPTION
 JB0896
 JB0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0896'0.7 MI W FROM CARLYLE.
 JB0896'ABOUT 0.7 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0896'THE CROSSING OF STATE HIGHWAY 127 AT CARLYLE, NEAR MILEPOLE
 JB0896'291-30, NEAR THE SOUTHWEST CORNER OF A CHAIN LINE FENCE AROUND
 JB0896'A STORAGE AREA FOR THE HIGHWAY DEPT. OFFICE AND GARAGE, 81.8
 JB0896'FEET NORTH OF THE NORTH RAIL, 4.1 FEET EAST OF THE SOUTHWEST
 JB0896'CORNER OF THE FENCE, 0.7 FOOT SOUTH OF AN EAST-WEST FENCE LINE,
 JB0896'0.5 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 JB0896'OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 JB0896'ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE
 JB0896'WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 JB0896'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 19 1/2 FEET.  SEC 24,
 JB0896'T 2 N, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0104 ***********************************************************************
 NH0104  DESIGNATION -  E 17
 NH0104  PID         -  NH0104
 NH0104  STATE/COUNTY-  IL/MCHENRY
 NH0104  USGS QUAD   -  RICHMOND (1992)
 NH0104
 NH0104                         *CURRENT SURVEY CONTROL
 NH0104  ___________________________________________________________________
 NH0104* NAD 83(1986)-  42 25 18.     (N)    088 18 20.     (W)     SCALED    
 NH0104* NAVD 88     -       245.969  (meters)     806.98   (feet)  ADJUSTED  
 NH0104  ___________________________________________________________________
 NH0104  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NH0104  DYNAMIC HT  -         245.890 (meters)     806.72  (feet)  COMP
 NH0104  MODELED GRAV-     980,292.3   (mgal)                       NAVD 88
 NH0104
 NH0104  VERT ORDER  -  SECOND    CLASS 0
 NH0104
 NH0104.The horizontal coordinates were scaled from a topographic map and have
 NH0104.an estimated accuracy of +/- 6 seconds.
 NH0104
 NH0104.The orthometric height was determined by differential leveling
 NH0104.and adjusted by the National Geodetic Survey in June 1991..
 NH0104.WARNING-Repeat measurements at this control monument indicate possible
 NH0104.vertical movement.
 NH0104
 NH0104.The geoid height was determined by GEOID03.
 NH0104
 NH0104.The dynamic height is computed by dividing the NAVD 88
 NH0104.geopotential number by the normal gravity value computed on the
 NH0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0104.degrees latitude (g = 980.6199 gals.).
 NH0104
 NH0104.The modeled gravity was interpolated from observed gravity values.
 NH0104
 NH0104;                    North         East    Units  Estimated Accuracy
 NH0104;SPC IL E     -   638,940.      302,290.      MT  (+/- 180 meters Scaled)
 NH0104
 NH0104                          SUPERSEDED SURVEY CONTROL
 NH0104
 NH0104  NGVD 29 (??/??/92)  246.037  (m)          807.21   (f) ADJ UNCH    2 0
 NH0104
 NH0104.Superseded values are not recommended for survey control.
 NH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0104.See file dsdata.txt to determine how the superseded data were derived.
 NH0104
 NH0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM925974(NAD 83)
 NH0104_MARKER: DB = BENCH MARK DISK
 NH0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0104_STAMPING: E 17 1934
 NH0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0104+STABILITY: SURFACE MOTION
 NH0104
 NH0104  HISTORY     - Date     Condition        Report By
 NH0104  HISTORY     - 1934     MONUMENTED       CGS
 NH0104  HISTORY     - 1960     GOOD             NGS
 NH0104  HISTORY     - 1987     GOOD             USPSQD
 NH0104  HISTORY     - 19940608 GOOD             USPSQD
 NH0104
 NH0104                          STATION DESCRIPTION
 NH0104
 NH0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0104'2.2 MI N FROM RINGWOOD.
 NH0104'ABOUT 2.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0104'FROM THE STATION SHELTER AT RINGWOOD, ABOUT 2.4 MILES SOUTH
 NH0104'ALONG THE C AND NW. RY. FROM THE CROSSING OF THE CHICAGO,
 NH0104'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD IN THE SOUTH PART OF
 NH0104'RICHMOND, 0.5 MILE NORTH OF MILEPOLE 71, AT THE CROSSING OF A
 NH0104'GRAVEL ROAD, 22 1/2 FEET EAST OF THE EAST RAIL, 37 FEET SOUTH
 NH0104'OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTHEAST OF THE CENTER
 NH0104'LINE OF THE CROSSING, 9 FEET WEST-SOUTHWEST OF THE FIRST
 NH0104'TELEPHONE POLE EAST OF THE TRACK, 25 FEET WEST OF A RIGHT-OF-WAY
 NH0104'FENCE LINE, 1 1/2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 2
 NH0104'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 NH0104'CONCRETE POST PROJECTING 1 INCH.
 NH0104
 NH0104                          STATION RECOVERY (1987)
 NH0104
 NH0104'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 NH0104'RECOVERED IN GOOD CONDITION.
 NH0104
 NH0104                          STATION RECOVERY (1994)
 NH0104
 NH0104'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0121 ***********************************************************************
 LC0121  DESIGNATION -  E 171
 LC0121  PID         -  LC0121
 LC0121  STATE/COUNTY-  IL/CHAMPAIGN
 LC0121  USGS QUAD   -  MAHOMET (1975)
 LC0121
 LC0121                         *CURRENT SURVEY CONTROL
 LC0121  ___________________________________________________________________
 LC0121* NAD 83(1986)-  40 11 26.     (N)    088 24 28.     (W)     SCALED    
 LC0121* NAVD 88     -       217.451  (meters)     713.42   (feet)  ADJUSTED  
 LC0121  ___________________________________________________________________
 LC0121  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0121  DYNAMIC HT  -         217.341 (meters)     713.06  (feet)  COMP
 LC0121  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 LC0121
 LC0121  VERT ORDER  -  FIRST     CLASS II
 LC0121
 LC0121.The horizontal coordinates were scaled from a topographic map and have
 LC0121.an estimated accuracy of +/- 6 seconds.
 LC0121
 LC0121.The orthometric height was determined by differential leveling
 LC0121.and adjusted by the National Geodetic Survey in June 1991..
 LC0121
 LC0121.The geoid height was determined by GEOID03.
 LC0121
 LC0121.The dynamic height is computed by dividing the NAVD 88
 LC0121.geopotential number by the normal gravity value computed on the
 LC0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0121.degrees latitude (g = 980.6199 gals.).
 LC0121
 LC0121.The modeled gravity was interpolated from observed gravity values.
 LC0121
 LC0121;                    North         East    Units  Estimated Accuracy
 LC0121;SPC IL E     -   391,160.      293,660.      MT  (+/- 180 meters Scaled)
 LC0121
 LC0121                          SUPERSEDED SURVEY CONTROL
 LC0121
 LC0121  NGVD 29 (??/??/92)  217.502  (m)          713.59   (f) ADJ UNCH    1 2
 LC0121
 LC0121.Superseded values are not recommended for survey control.
 LC0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0121.See file dsdata.txt to determine how the superseded data were derived.
 LC0121
 LC0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK801498(NAD 83)
 LC0121_MARKER: DB = BENCH MARK DISK
 LC0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0121_SP_SET: WALL
 LC0121_STAMPING: E 171 1954
 LC0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0121
 LC0121  HISTORY     - Date     Condition        Report By
 LC0121  HISTORY     - 1954     MONUMENTED       CGS
 LC0121  HISTORY     - 1959     GOOD             NGS
 LC0121  HISTORY     - 1970     GOOD             NGS
 LC0121  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 LC0121
 LC0121                          STATION DESCRIPTION
 LC0121
 LC0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0121'AT MAHOMET.
 LC0121'AT MAHOMET, ABOUT 0.1 MILE NORTHWEST OF THE NEW YORK CENTRAL
 LC0121'RAILROAD STATION, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 LC0121'STATE HIGHWAY 47 AND THE FIRST STREET NORTH OF THE RAILROAD TRACKS,
 LC0121'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE WALL OF SCALE
 LC0121'PIT OF JAMES F. PARKER GRAIN ELEVATOR, 84 FEET WEST OF THE CENTER
 LC0121'LINE OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTER LINE OF EAST-WEST
 LC0121'AND ABOUT LEVEL WITH THE HIGHWAY.
 LC0121
 LC0121                          STATION RECOVERY (1970)
 LC0121
 LC0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LC0121'RECOVERED IN GOOD CONDITION.
 LC0121
 LC0121                          STATION RECOVERY (1984)
 LC0121
 LC0121'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LC0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0122 ***********************************************************************
 LC0122  DESIGNATION -  E 171 RESET
 LC0122  PID         -  LC0122
 LC0122  STATE/COUNTY-  IL/CHAMPAIGN
 LC0122  USGS QUAD   -  MAHOMET (1975)
 LC0122
 LC0122                         *CURRENT SURVEY CONTROL
 LC0122  ___________________________________________________________________
 LC0122* NAD 83(1986)-  40 11 26.     (N)    088 24 29.     (W)     SCALED    
 LC0122* NAVD 88     -       217.404  (meters)     713.27   (feet)  ADJUSTED  
 LC0122  ___________________________________________________________________
 LC0122  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0122  DYNAMIC HT  -         217.294 (meters)     712.91  (feet)  COMP
 LC0122  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 LC0122
 LC0122  VERT ORDER  -  FIRST     CLASS II
 LC0122
 LC0122.The horizontal coordinates were scaled from a topographic map and have
 LC0122.an estimated accuracy of +/- 6 seconds.
 LC0122
 LC0122.The orthometric height was determined by differential leveling
 LC0122.and adjusted by the National Geodetic Survey in June 1991..
 LC0122
 LC0122.The geoid height was determined by GEOID03.
 LC0122
 LC0122.The dynamic height is computed by dividing the NAVD 88
 LC0122.geopotential number by the normal gravity value computed on the
 LC0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0122.degrees latitude (g = 980.6199 gals.).
 LC0122
 LC0122.The modeled gravity was interpolated from observed gravity values.
 LC0122
 LC0122;                    North         East    Units  Estimated Accuracy
 LC0122;SPC IL E     -   391,160.      293,640.      MT  (+/- 180 meters Scaled)
 LC0122
 LC0122                          SUPERSEDED SURVEY CONTROL
 LC0122
 LC0122  NGVD 29 (??/??/??)  217.44   (m)          713.4    (f) RESET       3  
 LC0122
 LC0122.Superseded values are not recommended for survey control.
 LC0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0122.See file dsdata.txt to determine how the superseded data were derived.
 LC0122
 LC0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK801498(NAD 83)
 LC0122_MARKER: DB = BENCH MARK DISK
 LC0122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LC0122_SP_SET: RETAINING WALL
 LC0122_STAMPING: E 171 RESET 1966
 LC0122_MARK LOGO: CGS   
 LC0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0122+STABILITY: SURFACE MOTION
 LC0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0122+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 LC0122
 LC0122  HISTORY     - Date     Condition        Report By
 LC0122  HISTORY     - 1967     MONUMENTED       LOCENG
 LC0122  HISTORY     - 1973     GOOD             NGS
 LC0122  HISTORY     - 1976     GOOD             LOCENG
 LC0122  HISTORY     - 1984     GOOD             LOCSUR
 LC0122  HISTORY     - 1986     GOOD             NGS
 LC0122  HISTORY     - 20051213 GOOD             ILDT
 LC0122
 LC0122                          STATION DESCRIPTION
 LC0122
 LC0122'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 LC0122'AT MAHOMET.
 LC0122'ABOUT 0.1 MILE NORTHWEST OF THE NEW YORK CENTRAL RAILROAD STATION,
 LC0122'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 47 AND
 LC0122'THE FIRST STREET NORTH OF THE RAILROAD TRACKS, 84 FEET WEST OF
 LC0122'THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTER LINE
 LC0122'OF THE EAST-WEST STREET AND SET IN THE TOP NEAR THE SOUTHWEST
 LC0122'CORNER OF THE CONCRETE WALL OF SCALE PIT OF JAMES F. PARKER GRAIN
 LC0122'ELEVATOR AND ABOUT LEVEL WITH THE HIGHWAY.
 LC0122
 LC0122                          STATION RECOVERY (1973)
 LC0122
 LC0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0122'RECOVERED IN GOOD CONDITION.
 LC0122
 LC0122                          STATION RECOVERY (1976)
 LC0122
 LC0122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 LC0122'RECOVERED IN GOOD CONDITION.
 LC0122
 LC0122                          STATION RECOVERY (1984)
 LC0122
 LC0122'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LC0122'RECOVERED IN GOOD CONDITION.
 LC0122
 LC0122                          STATION RECOVERY (1986)
 LC0122
 LC0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0122'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MAHOMET,
 LC0122'AT THE INTERSECTION OF DIVISION AND SANGAMON STREETS, IN THE CENTER OF
 LC0122'THE SOUTH CONCRETE RETAINING WALL OF THE SCALES AT THE JAMES F. PARKER
 LC0122'GRAIN ELEVATOR, 25.6 M (84.0 FT) WEST OF THE CENTERLINE OF DIVISION
 LC0122'STREET, 7.9 M (25.9 FT) SOUTH OF THE CENTER OF SANGAMON STREET, AND
 LC0122'1.6 M (5.2 FT) EAST OF THE NORTHWEST CORNER OF THE WEST CONCRETE STEPS
 LC0122'TO THE SCALE BUILDING.
 LC0122'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 LC0122
 LC0122                          STATION RECOVERY (2005)
 LC0122
 LC0122'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0122'RAD  MARK IS LEVEL WITH SCALES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0672 ***********************************************************************
 LC0672  DESIGNATION -  E 172
 LC0672  PID         -  LC0672
 LC0672  STATE/COUNTY-  IL/MCLEAN
 LC0672  USGS QUAD   -  NORMAL EAST (1981)
 LC0672
 LC0672                         *CURRENT SURVEY CONTROL
 LC0672  ___________________________________________________________________
 LC0672* NAD 83(1986)-  40 36 23.     (N)    088 59 33.     (W)     SCALED    
 LC0672* NAVD 88     -       233.563  (meters)     766.28   (feet)  ADJUSTED  
 LC0672  ___________________________________________________________________
 LC0672  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC0672  DYNAMIC HT  -         233.455 (meters)     765.93  (feet)  COMP
 LC0672  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 LC0672
 LC0672  VERT ORDER  -  FIRST     CLASS I
 LC0672
 LC0672.The horizontal coordinates were scaled from a topographic map and have
 LC0672.an estimated accuracy of +/- 6 seconds.
 LC0672
 LC0672.The orthometric height was determined by differential leveling
 LC0672.and adjusted by the National Geodetic Survey in June 1991..
 LC0672
 LC0672.The geoid height was determined by GEOID03.
 LC0672
 LC0672.The dynamic height is computed by dividing the NAVD 88
 LC0672.geopotential number by the normal gravity value computed on the
 LC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0672.degrees latitude (g = 980.6199 gals.).
 LC0672
 LC0672.The modeled gravity was interpolated from observed gravity values.
 LC0672
 LC0672;                    North         East    Units  Estimated Accuracy
 LC0672;SPC IL E     -   437,540.      244,210.      MT  (+/- 180 meters Scaled)
 LC0672
 LC0672                          SUPERSEDED SURVEY CONTROL
 LC0672
 LC0672  NGVD 29 (??/??/92)  233.612  (m)          766.44   (f) ADJ UNCH    1 1
 LC0672
 LC0672.Superseded values are not recommended for survey control.
 LC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0672.See file dsdata.txt to determine how the superseded data were derived.
 LC0672
 LC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK314969(NAD 83)
 LC0672_MARKER: DB = BENCH MARK DISK
 LC0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0672_SP_SET: BRIDGE
 LC0672_STAMPING: E 172 1954
 LC0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0672
 LC0672  HISTORY     - Date     Condition        Report By
 LC0672  HISTORY     - 1954     MONUMENTED       CGS
 LC0672  HISTORY     - 1969     GOOD             NGS
 LC0672  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 LC0672
 LC0672                          STATION DESCRIPTION
 LC0672
 LC0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0672'6.6 MI N FROM NORMAL.
 LC0672'ABOUT 6.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0672'THE STATION AT NORMAL, 0.15 MILE SOUTH OF THE POST OFFICE AT
 LC0672'HUDSON, 10 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE
 LC0672'SECOND STEP BELOW THE TOP OF THE NORTHEAST CONCRETE RETAINING
 LC0672'WALL FOR A RAILROAD OVERPASS FOR FRANKLIN STREET, 19 FEET NORTH
 LC0672'OF THE CENTER OF THE OVERPASS, AND ABOUT 2 FEET BELOW THE LEVEL
 LC0672'OF THE TRACK.
 LC0672
 LC0672                          STATION RECOVERY (2004)
 LC0672
 LC0672'RECOVERY NOTE BY US POWER SQUADRON 2004 (JAM)
 LC0672'ILLINOIS CENTRAL RAILROAD HAS BEEN REMOVED AND THE REFERENCED OVERPASS
 LC0672'FOR FRANKLIN STREET HAS BEEN REMOVED.  FRANKLIN STREET HAS
 LC0672'BEEN REBUILD AND THE ADJOINING RAILROAD BED HAS BEEN LEVELED.  NO
 LC0672'MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0166 ***********************************************************************
 LC0166  DESIGNATION -  E 173
 LC0166  PID         -  LC0166
 LC0166  STATE/COUNTY-  IL/CHAMPAIGN
 LC0166  USGS QUAD   -  THOMASBORO (1975)
 LC0166
 LC0166                         *CURRENT SURVEY CONTROL
 LC0166  ___________________________________________________________________
 LC0166* NAD 83(1986)-  40 08 31.     (N)    088 11 28.     (W)     SCALED    
 LC0166* NAVD 88     -       221.752  (meters)     727.53   (feet)  ADJUSTED  
 LC0166  ___________________________________________________________________
 LC0166  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LC0166  DYNAMIC HT  -         221.640 (meters)     727.16  (feet)  COMP
 LC0166  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 LC0166
 LC0166  VERT ORDER  -  FIRST     CLASS II
 LC0166
 LC0166.This mark is at Frasca Field Airport (C16)
 LC0166
 LC0166.The horizontal coordinates were scaled from a topographic map and have
 LC0166.an estimated accuracy of +/- 6 seconds.
 LC0166
 LC0166.The orthometric height was determined by differential leveling
 LC0166.and adjusted by the National Geodetic Survey in June 1991..
 LC0166
 LC0166.The geoid height was determined by GEOID03.
 LC0166
 LC0166.The dynamic height is computed by dividing the NAVD 88
 LC0166.geopotential number by the normal gravity value computed on the
 LC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0166.degrees latitude (g = 980.6199 gals.).
 LC0166
 LC0166.The modeled gravity was interpolated from observed gravity values.
 LC0166
 LC0166;                    North         East    Units  Estimated Accuracy
 LC0166;SPC IL E     -   385,770.      312,120.      MT  (+/- 180 meters Scaled)
 LC0166
 LC0166                          SUPERSEDED SURVEY CONTROL
 LC0166
 LC0166  NGVD 29 (??/??/92)  221.789  (m)          727.65   (f) ADJ UNCH    1 2
 LC0166
 LC0166.Superseded values are not recommended for survey control.
 LC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0166.See file dsdata.txt to determine how the superseded data were derived.
 LC0166
 LC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK985441(NAD 83)
 LC0166_MARKER: DB = BENCH MARK DISK
 LC0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0166_SP_SET: CONCRETE POST
 LC0166_STAMPING: E 173 1954
 LC0166_MARK LOGO: CGS   
 LC0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0166+STABILITY: SURFACE MOTION
 LC0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0166+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 LC0166
 LC0166  HISTORY     - Date     Condition        Report By
 LC0166  HISTORY     - 1954     MONUMENTED       CGS
 LC0166  HISTORY     - 1973     GOOD             NGS
 LC0166  HISTORY     - 1986     GOOD             NGS
 LC0166  HISTORY     - 20051207 GOOD             ILDT
 LC0166
 LC0166                          STATION DESCRIPTION
 LC0166
 LC0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0166'2.2 MI NE FROM URBANA.
 LC0166'ABOUT 2.15 MILES NORTH-NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 LC0166'WABASH RAILROAD STATION AT URBANA, AT ILLINI AIRPORT, AT AN
 LC0166'EAST-WEST ROAD CROSSING, 30 FEET NORTH OF CENTER LINE OF
 LC0166'EAST-WEST ROAD, 170 FEET WEST OF CENTER OF INTERSECTION OF
 LC0166'EAST-WEST ROAD AND HIGHWAY 45, 100 FEET SOUTH OF SOUTHWEST
 LC0166'CORNER OF AIRPORT OFFICE BUILDING, 59 1/2 FEET SOUTHWEST OF
 LC0166'SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 4 FEET NORTH OF A
 LC0166'POWER POLE, 1 1/2 FEET WEST OF A FENCE LINE, ABOUT LEVEL WITH
 LC0166'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC0166
 LC0166                          STATION RECOVERY (1973)
 LC0166
 LC0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0166'RECOVERED IN GOOD CONDITION.
 LC0166
 LC0166                          STATION RECOVERY (1986)
 LC0166
 LC0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0166'RECOVERED IN GOOD CONDITION.
 LC0166
 LC0166                          STATION RECOVERY (2005)
 LC0166
 LC0166'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0166'TO REACH FROM THE INTERSECTION OF US 45 AND AIRPORT RD. GO WEST ON
 LC0166'AIRPORT ROAD FOR 170 FEET TO MARK ON THE RIGHT. SAID MARK IS 30' NORTH
 LC0166'OF AIRPORT RD, 36.8' SW OF THE SE CORNER OF A FENCE AROUND THE
 LC0166'AIRPORT. 3' NORTH OF A POWER POLE WITH TWO TRANSFORMERS. 20' E OF A
 LC0166'GATED ENTRANCE TO THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0201 ***********************************************************************
 KB0201  DESIGNATION -  E 174
 KB0201  PID         -  KB0201
 KB0201  STATE/COUNTY-  IL/COLES
 KB0201  USGS QUAD   -  MATTOON EAST (1984)
 KB0201
 KB0201                         *CURRENT SURVEY CONTROL
 KB0201  ___________________________________________________________________
 KB0201* NAD 83(1986)-  39 24 40.     (N)    088 16 36.     (W)     SCALED    
 KB0201* NAVD 88     -       226.009  (meters)     741.50   (feet)  ADJUSTED  
 KB0201  ___________________________________________________________________
 KB0201  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0201  DYNAMIC HT  -         225.878 (meters)     741.07  (feet)  COMP
 KB0201  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 KB0201
 KB0201  VERT ORDER  -  FIRST     CLASS II
 KB0201
 KB0201.The horizontal coordinates were scaled from a topographic map and have
 KB0201.an estimated accuracy of +/- 6 seconds.
 KB0201
 KB0201.The orthometric height was determined by differential leveling
 KB0201.and adjusted by the National Geodetic Survey in June 1991..
 KB0201
 KB0201.The geoid height was determined by GEOID03.
 KB0201
 KB0201.The dynamic height is computed by dividing the NAVD 88
 KB0201.geopotential number by the normal gravity value computed on the
 KB0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0201.degrees latitude (g = 980.6199 gals.).
 KB0201
 KB0201.The modeled gravity was interpolated from observed gravity values.
 KB0201
 KB0201;                    North         East    Units  Estimated Accuracy
 KB0201;SPC IL E     -   304,620.      304,880.      MT  (+/- 180 meters Scaled)
 KB0201
 KB0201                          SUPERSEDED SURVEY CONTROL
 KB0201
 KB0201  NGVD 29 (??/??/92)  226.070  (m)          741.70   (f) ADJ UNCH    1 2
 KB0201
 KB0201.Superseded values are not recommended for survey control.
 KB0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0201.See file dsdata.txt to determine how the superseded data were derived.
 KB0201
 KB0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ900631(NAD 83)
 KB0201_MARKER: DB = BENCH MARK DISK
 KB0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0201_STAMPING: E 174 1956
 KB0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0201+STABILITY: SURFACE MOTION
 KB0201
 KB0201  HISTORY     - Date     Condition        Report By
 KB0201  HISTORY     - 1956     MONUMENTED       CGS
 KB0201  HISTORY     - 1973     GOOD             NGS
 KB0201  HISTORY     - 1982     POOR             USGS
 KB0201  HISTORY     - 20050302 MARK NOT FOUND   ILDT
 KB0201
 KB0201                          STATION DESCRIPTION
 KB0201
 KB0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0201'0.8 MI SE FROM LERNA.
 KB0201'ABOUT 0.85 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0201'FROM THE STATION AT LERNA, ABOUT 79 YARDS NORTHWEST OF A
 KB0201'NORTH-SOUTH DIRT ROAD CROSSING, AT AN EAST-WEST ROAD CROSSING,
 KB0201'ABOUT 0.5 MILE SOUTHEAST OF MILE POST P 126, 24 FEET NORTHEAST
 KB0201'OF NORTHEAST RAIL, 26 FEET SOUTH OF CENTER LINE OF ROAD, 4 FEET
 KB0201'NORTHWEST OF A TELEPHONE POLE, 3 1/2 FEET BELOW LEVEL OF TRACK
 KB0201'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0201
 KB0201                          STATION RECOVERY (1973)
 KB0201
 KB0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0201'RECOVERED IN GOOD CONDITION.
 KB0201
 KB0201                          STATION RECOVERY (1982)
 KB0201
 KB0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0201'MARK RECOVERED IN POOR CONDITION.
 KB0201
 KB0201                          STATION RECOVERY (2005)
 KB0201
 KB0201'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0232 ***********************************************************************
 KB0232  DESIGNATION -  E 175
 KB0232  PID         -  KB0232
 KB0232  STATE/COUNTY-  IL/CUMBERLAND
 KB0232  USGS QUAD   -  TOLEDO (1984)
 KB0232
 KB0232                         *CURRENT SURVEY CONTROL
 KB0232  ___________________________________________________________________
 KB0232* NAD 83(1986)-  39 15 04.     (N)    088 10 58.     (W)     SCALED    
 KB0232* NAVD 88     -       163.006  (meters)     534.80   (feet)  ADJUSTED  
 KB0232  ___________________________________________________________________
 KB0232  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0232  DYNAMIC HT  -         162.910 (meters)     534.48  (feet)  COMP
 KB0232  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 KB0232
 KB0232  VERT ORDER  -  FIRST     CLASS II
 KB0232
 KB0232.The horizontal coordinates were scaled from a topographic map and have
 KB0232.an estimated accuracy of +/- 6 seconds.
 KB0232
 KB0232.The orthometric height was determined by differential leveling
 KB0232.and adjusted by the National Geodetic Survey in June 1991..
 KB0232
 KB0232.The geoid height was determined by GEOID03.
 KB0232
 KB0232.The dynamic height is computed by dividing the NAVD 88
 KB0232.geopotential number by the normal gravity value computed on the
 KB0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0232.degrees latitude (g = 980.6199 gals.).
 KB0232
 KB0232.The modeled gravity was interpolated from observed gravity values.
 KB0232
 KB0232;                    North         East    Units  Estimated Accuracy
 KB0232;SPC IL E     -   286,870.      313,000.      MT  (+/- 180 meters Scaled)
 KB0232
 KB0232                          SUPERSEDED SURVEY CONTROL
 KB0232
 KB0232  NGVD 29 (??/??/92)  163.065  (m)          534.99   (f) ADJ UNCH    1 2
 KB0232
 KB0232.Superseded values are not recommended for survey control.
 KB0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0232.See file dsdata.txt to determine how the superseded data were derived.
 KB0232
 KB0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ979453(NAD 83)
 KB0232_MARKER: DB = BENCH MARK DISK
 KB0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0232_STAMPING: E 175 1956
 KB0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0232+STABILITY: SURFACE MOTION
 KB0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0232+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 KB0232
 KB0232  HISTORY     - Date     Condition        Report By
 KB0232  HISTORY     - 1956     MONUMENTED       CGS
 KB0232  HISTORY     - 20050218 GOOD             ILDT
 KB0232
 KB0232                          STATION DESCRIPTION
 KB0232
 KB0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0232'1 MI NW FROM GREENUP.
 KB0232'ABOUT 1.0 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0232'FROM THE STATION AT GREENUP, ABOUT 157 YARDS EAST OF MILE POST
 KB0232'P 141, ON THE OUTSIDE OF A CURVE IN TRACK, 65 FEET NORTH AND
 KB0232'ACROSS A WOODS ROAD FROM NORTH RAIL, 14 FEET NORTH OF CENTER
 KB0232'LINE OF ROAD, 66 YARDS EAST OF CENTER OF CROSSING OF TRACK AND A
 KB0232'WOODS ROAD, 88 FEET NORTHEAST OF THE FIRST TELEPHONE POLE EAST
 KB0232'OF CROSSING, 12 1/2 FEET SOUTHWEST OF A 16-INCH WHITE OAK TREE,
 KB0232'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 KB0232'ABOVE LEVEL OF WOODS ROAD, ABOUT 5 FEET BELOW LEVEL OF TRACK
 KB0232'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0232
 KB0232                          STATION RECOVERY (2005)
 KB0232
 KB0232'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0089 ***********************************************************************
 JB0089  DESIGNATION -  E 176
 JB0089  PID         -  JB0089
 JB0089  STATE/COUNTY-  IL/JASPER
 JB0089  USGS QUAD   -  NEWTON (1985)
 JB0089
 JB0089                         *CURRENT SURVEY CONTROL
 JB0089  ___________________________________________________________________
 JB0089* NAD 83(1986)-  38 56 06.     (N)    088 08 25.     (W)     SCALED    
 JB0089* NAVD 88     -       158.544  (meters)     520.16   (feet)  ADJUSTED  
 JB0089  ___________________________________________________________________
 JB0089  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JB0089  DYNAMIC HT  -         158.449 (meters)     519.84  (feet)  COMP
 JB0089  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 JB0089
 JB0089  VERT ORDER  -  FIRST     CLASS II
 JB0089
 JB0089.The horizontal coordinates were scaled from a topographic map and have
 JB0089.an estimated accuracy of +/- 6 seconds.
 JB0089
 JB0089.The orthometric height was determined by differential leveling
 JB0089.and adjusted by the National Geodetic Survey in June 1991..
 JB0089
 JB0089.The geoid height was determined by GEOID03.
 JB0089
 JB0089.The dynamic height is computed by dividing the NAVD 88
 JB0089.geopotential number by the normal gravity value computed on the
 JB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0089.degrees latitude (g = 980.6199 gals.).
 JB0089
 JB0089.The modeled gravity was interpolated from observed gravity values.
 JB0089
 JB0089;                    North         East    Units  Estimated Accuracy
 JB0089;SPC IL E     -   251,780.      316,740.      MT  (+/- 180 meters Scaled)
 JB0089
 JB0089                          SUPERSEDED SURVEY CONTROL
 JB0089
 JB0089  NGVD 29 (??/??/92)  158.615  (m)          520.39   (f) ADJ UNCH    1 2
 JB0089
 JB0089.Superseded values are not recommended for survey control.
 JB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0089.See file dsdata.txt to determine how the superseded data were derived.
 JB0089
 JB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ011101(NAD 83)
 JB0089_MARKER: DB = BENCH MARK DISK
 JB0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0089_SP_SET: CULVERT
 JB0089_STAMPING: E 176 1956
 JB0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0089
 JB0089  HISTORY     - Date     Condition        Report By
 JB0089  HISTORY     - 1956     MONUMENTED       CGS
 JB0089
 JB0089                          STATION DESCRIPTION
 JB0089
 JB0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0089'5.7 MI S FROM NEWTON.
 JB0089'4.3 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0089'THE STATION AT NEWTON, THENCE ABOUT 1.4 MILES WEST ALONG A GRAVEL
 JB0089'ROAD, ABOUT 0.25 MILE WEST OF JUNCTION OF A GRAVEL ROAD NORTH,
 JB0089'IN THE TOP OF WEST END OF NORTH HEAD WALL OF A 6-FOOT CONCRETE
 JB0089'BOX CULVERT UNDER ROAD, 14 FEET NORTH OF CENTER LINE OF ROAD
 JB0089'AND ABOUT 1/2 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0037 ***********************************************************************
 KB0037  DESIGNATION -  E 177
 KB0037  PID         -  KB0037
 KB0037  STATE/COUNTY-  IL/COLES
 KB0037  USGS QUAD   -  CHARLESTON NORTH (1982)
 KB0037
 KB0037                         *CURRENT SURVEY CONTROL
 KB0037  ___________________________________________________________________
 KB0037* NAD 83(1986)-  39 35 11.     (N)    088 09 30.     (W)     SCALED    
 KB0037* NAVD 88     -       209.259  (meters)     686.54   (feet)  ADJUSTED  
 KB0037  ___________________________________________________________________
 KB0037  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0037  DYNAMIC HT  -         209.143 (meters)     686.16  (feet)  COMP
 KB0037  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KB0037
 KB0037  VERT ORDER  -  FIRST     CLASS II
 KB0037
 KB0037.The horizontal coordinates were scaled from a topographic map and have
 KB0037.an estimated accuracy of +/- 6 seconds.
 KB0037
 KB0037.The orthometric height was determined by differential leveling
 KB0037.and adjusted by the National Geodetic Survey in June 1991..
 KB0037
 KB0037.The geoid height was determined by GEOID03.
 KB0037
 KB0037.The dynamic height is computed by dividing the NAVD 88
 KB0037.geopotential number by the normal gravity value computed on the
 KB0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0037.degrees latitude (g = 980.6199 gals.).
 KB0037
 KB0037.The modeled gravity was interpolated from observed gravity values.
 KB0037
 KB0037;                    North         East    Units  Estimated Accuracy
 KB0037;SPC IL E     -   324,090.      315,030.      MT  (+/- 180 meters Scaled)
 KB0037
 KB0037                          SUPERSEDED SURVEY CONTROL
 KB0037
 KB0037  NGVD 29 (??/??/92)  209.333  (m)          686.79   (f) ADJ UNCH    1 2
 KB0037
 KB0037.Superseded values are not recommended for survey control.
 KB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0037.See file dsdata.txt to determine how the superseded data were derived.
 KB0037
 KB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ005824(NAD 83)
 KB0037_MARKER: DB = BENCH MARK DISK
 KB0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0037_STAMPING: E 177 1956
 KB0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0037+STABILITY: SURFACE MOTION
 KB0037
 KB0037  HISTORY     - Date     Condition        Report By
 KB0037  HISTORY     - 1956     MONUMENTED       CGS
 KB0037  HISTORY     - 1973     GOOD             ILHD
 KB0037  HISTORY     - 20050303 MARK NOT FOUND   ILDT
 KB0037
 KB0037                          STATION DESCRIPTION
 KB0037
 KB0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0037'6.6 MI N FROM CHARLESTON.
 KB0037'ABOUT 6.6 MILES NORTH AND NORTHEAST ALONG THE NEW YORK, CHICAGO
 KB0037'AND ST. LOUIS RAILROAD FROM THE FREIGHT STATION AT CHARLESTON,
 KB0037'ABOUT 0.95 MILE NORTHEAST OF ROAD CROSSING AT FAIR GRANGE, AT A
 KB0037'NORTH-SOUTH BLACK TOP ROAD CROSSING, 26 FEET NORTHWEST OF
 KB0037'NORTHWEST RAIL, 63 1/2 FEET WEST OF CENTER LINE OF ROAD, 74 1/2
 KB0037'FEET NORTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 312/18,
 KB0037'47 1/2 FEET WEST OF A CROSSING SIGN, 1 FOOT SOUTHEAST OF A FENCE
 KB0037'LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 KB0037'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KB0037'3 INCHES.
 KB0037
 KB0037                          STATION RECOVERY (1973)
 KB0037
 KB0037'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0037'RECOVERED IN GOOD CONDITION.
 KB0037
 KB0037                          STATION RECOVERY (2005)
 KB0037
 KB0037'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1503 ***********************************************************************
 KA1503  DESIGNATION -  E 178
 KA1503  PID         -  KA1503
 KA1503  STATE/COUNTY-  IL/EDGAR
 KA1503  USGS QUAD   -  PARIS SOUTH (1977)
 KA1503
 KA1503                         *CURRENT SURVEY CONTROL
 KA1503  ___________________________________________________________________
 KA1503* NAD 83(1986)-  39 37 06.     (N)    087 42 16.     (W)     SCALED    
 KA1503* NAVD 88     -       219.128  (meters)     718.92   (feet)  ADJUSTED  
 KA1503  ___________________________________________________________________
 KA1503  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1503  DYNAMIC HT  -         219.012 (meters)     718.54  (feet)  COMP
 KA1503  MODELED GRAV-     980,092.1   (mgal)                       NAVD 88
 KA1503
 KA1503  VERT ORDER  -  FIRST     CLASS II
 KA1503
 KA1503.The horizontal coordinates were scaled from a topographic map and have
 KA1503.an estimated accuracy of +/- 6 seconds.
 KA1503
 KA1503.The orthometric height was determined by differential leveling
 KA1503.and adjusted by the National Geodetic Survey in June 1991..
 KA1503
 KA1503.The geoid height was determined by GEOID03.
 KA1503
 KA1503.The dynamic height is computed by dividing the NAVD 88
 KA1503.geopotential number by the normal gravity value computed on the
 KA1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1503.degrees latitude (g = 980.6199 gals.).
 KA1503
 KA1503.The modeled gravity was interpolated from observed gravity values.
 KA1503
 KA1503;                    North         East    Units  Estimated Accuracy
 KA1503;SPC IL E     -   327,810.      354,000.      MT  (+/- 180 meters Scaled)
 KA1503
 KA1503                          SUPERSEDED SURVEY CONTROL
 KA1503
 KA1503  NGVD 29 (??/??/92)  219.221  (m)          719.23   (f) ADJ UNCH    1 2
 KA1503
 KA1503.Superseded values are not recommended for survey control.
 KA1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1503.See file dsdata.txt to determine how the superseded data were derived.
 KA1503
 KA1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ395856(NAD 83)
 KA1503_MARKER: DB = BENCH MARK DISK
 KA1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1503_STAMPING: E 178 1956
 KA1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1503+STABILITY: SURFACE MOTION
 KA1503
 KA1503  HISTORY     - Date     Condition        Report By
 KA1503  HISTORY     - 1956     MONUMENTED       CGS
 KA1503
 KA1503                          STATION DESCRIPTION
 KA1503
 KA1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1503'AT PARIS.
 KA1503'AT PARIS, ABOUT 0.45 MILE WEST ALONG WEST COURT STREET FROM THE
 KA1503'COURT HOUSE, THENCE ABOUT 0.55 MILE NORTH ALONG THE NEW YORK
 KA1503'CENTRAL RAILROAD, AT CROSSING OF MAPLE AVENUE, IN SECTION 35,
 KA1503'T.14 N., R.12 W., 23 1/2 FEET EAST OF EAST RAIL OF MAIN TRACK,
 KA1503'219 FEET NORTH OF CENTER OF CROSSING OF MAIN TRACK AND MAPLE
 KA1503'AVENUE, 217 FEET NORTH OF CENTER LINE OF MAPLE AVENUE, 61 FEET
 KA1503'WEST-SOUTHWEST OF SOUTHWEST CORNER OF A BARN, 13 1/2 FEET SOUTH
 KA1503'OF THE SECOND TELEPHONE POLE NORTH OF CROSSING OF MAPLE AVENUE,
 KA1503'1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 KA1503'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE
 KA1503'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1915 ***********************************************************************
 ME1915  DESIGNATION -  E 18
 ME1915  PID         -  ME1915
 ME1915  STATE/COUNTY-  IL/COOK
 ME1915  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1915
 ME1915                         *CURRENT SURVEY CONTROL
 ME1915  ___________________________________________________________________
 ME1915* NAD 83(1986)-  41 57 41.     (N)    087 40 27.     (W)     SCALED    
 ME1915* NAVD 88     -       185.357  (meters)     608.13   (feet)  ADJUSTED  
 ME1915  ___________________________________________________________________
 ME1915  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 ME1915  DYNAMIC HT  -         185.295 (meters)     607.92  (feet)  COMP
 ME1915  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 ME1915
 ME1915  VERT ORDER  -  FIRST     CLASS II
 ME1915
 ME1915.The horizontal coordinates were scaled from a topographic map and have
 ME1915.an estimated accuracy of +/- 6 seconds.
 ME1915
 ME1915.The orthometric height was determined by differential leveling
 ME1915.and adjusted by the National Geodetic Survey in June 1991..
 ME1915
 ME1915.The geoid height was determined by GEOID03.
 ME1915
 ME1915.The dynamic height is computed by dividing the NAVD 88
 ME1915.geopotential number by the normal gravity value computed on the
 ME1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1915.degrees latitude (g = 980.6199 gals.).
 ME1915
 ME1915.The modeled gravity was interpolated from observed gravity values.
 ME1915
 ME1915;                    North         East    Units  Estimated Accuracy
 ME1915;SPC IL E     -   588,020.      354,640.      MT  (+/- 180 meters Scaled)
 ME1915
 ME1915                          SUPERSEDED SURVEY CONTROL
 ME1915
 ME1915  NGVD 29 (??/??/92)  185.444  (m)          608.41   (f) ADJ UNCH    1 2
 ME1915
 ME1915.Superseded values are not recommended for survey control.
 ME1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1915.See file dsdata.txt to determine how the superseded data were derived.
 ME1915
 ME1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM441457(NAD 83)
 ME1915_MARKER: DB = BENCH MARK DISK
 ME1915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1915_SP_SET: ABUTMENT
 ME1915_STAMPING: E 18 1934
 ME1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1915
 ME1915  HISTORY     - Date     Condition        Report By
 ME1915  HISTORY     - 1934     MONUMENTED       CGS
 ME1915  HISTORY     - 1947     GOOD             NGS
 ME1915  HISTORY     - 1971     GOOD             NGS
 ME1915  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1915  HISTORY     - 1987     POOR             USPSQD
 ME1915
 ME1915                          STATION DESCRIPTION
 ME1915
 ME1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1915'AT CHICAGO.
 ME1915'AT CHICAGO, ALONG THE CHICAGO AND NORTHWESTERN RAILWAY, SET IN
 ME1915'THE TOP OF THE WEST END OF THE SOUTH STONE ABUTMENT OF RAILWAY
 ME1915'OVER PASS NO. 1304 1/2 OVER MONTROSE AVENUE, WEST AND ACROSS
 ME1915'TRACKS FROM MILE POST 6, 5.5 FEET WEST OF THE WEST RAIL OF THE
 ME1915'WEST TRACK, 2.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 ME1915'SOUTH END OF THE WEST GIRDER AND ABOUT 1 1/2 FOOT BELOW THE
 ME1915'TRACK.
 ME1915
 ME1915                          STATION RECOVERY (1971)
 ME1915
 ME1915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1915'RECOVERED IN GOOD CONDITION.
 ME1915
 ME1915                          STATION RECOVERY (1977)
 ME1915
 ME1915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1915'MARK NOT FOUND.
 ME1915
 ME1915                          STATION RECOVERY (1987)
 ME1915
 ME1915'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1915'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1325 ***********************************************************************
 KA1325  DESIGNATION -  E 182
 KA1325  PID         -  KA1325
 KA1325  STATE/COUNTY-  IL/CRAWFORD
 KA1325  USGS QUAD   -  MEROM (1986)
 KA1325
 KA1325                         *CURRENT SURVEY CONTROL
 KA1325  ___________________________________________________________________
 KA1325* NAD 83(1986)-  39 00 56.     (N)    087 36 42.     (W)     SCALED    
 KA1325* NAVD 88     -       134.544  (meters)     441.42   (feet)  ADJUSTED  
 KA1325  ___________________________________________________________________
 KA1325  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KA1325  DYNAMIC HT  -         134.465 (meters)     441.16  (feet)  COMP
 KA1325  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 KA1325
 KA1325  VERT ORDER  -  FIRST     CLASS II
 KA1325
 KA1325.The horizontal coordinates were scaled from a topographic map and have
 KA1325.an estimated accuracy of +/- 6 seconds.
 KA1325
 KA1325.The orthometric height was determined by differential leveling
 KA1325.and adjusted by the National Geodetic Survey in June 1991..
 KA1325
 KA1325.The geoid height was determined by GEOID03.
 KA1325
 KA1325.The dynamic height is computed by dividing the NAVD 88
 KA1325.geopotential number by the normal gravity value computed on the
 KA1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1325.degrees latitude (g = 980.6199 gals.).
 KA1325
 KA1325.The modeled gravity was interpolated from observed gravity values.
 KA1325
 KA1325;                    North         East    Units  Estimated Accuracy
 KA1325;SPC IL E     -   260,950.      362,500.      MT  (+/- 180 meters Scaled)
 KA1325
 KA1325                          SUPERSEDED SURVEY CONTROL
 KA1325
 KA1325  NGVD 29 (??/??/92)  134.677  (m)          441.85   (f) ADJ UNCH    1 2
 KA1325
 KA1325.Superseded values are not recommended for survey control.
 KA1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1325.See file dsdata.txt to determine how the superseded data were derived.
 KA1325
 KA1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ470186(NAD 83)
 KA1325_MARKER: DB = BENCH MARK DISK
 KA1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1325_STAMPING: E 182 1956
 KA1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1325+STABILITY: SURFACE MOTION
 KA1325
 KA1325  HISTORY     - Date     Condition        Report By
 KA1325  HISTORY     - 1956     MONUMENTED       CGS
 KA1325
 KA1325                          STATION DESCRIPTION
 KA1325
 KA1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1325'0.8 MI N FROM PALESTINE.
 KA1325'0.8 MILE NORTH ALONG LINCOLN NATIONAL MEMORIAL HIGHWAY FROM THE
 KA1325'ILLINOIS CENTRAL RAILROAD FREIGHT STATION AT PALESTINE, AT
 KA1325'(PALESTINE AIRPORT,) OHIO OIL CO. AIRPORT, 44 FEET EAST OF CENTER
 KA1325'LINE OF HIGHWAY, 22 FEET SOUTH OF CENTER LINE OF A DRIVE ALONG
 KA1325'NORTH EDGE OF AIRPORT, 25 FEET NORTHWEST OF NORTHWEST CORNER OF
 KA1325'SMALL OFFICE BUILDING, 7 FEET EAST OF A LONE 30-INCH WILD CHERRY
 KA1325'TREE, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 KA1325'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1297 ***********************************************************************
 KA1297  DESIGNATION -  E 183
 KA1297  PID         -  KA1297
 KA1297  STATE/COUNTY-  IL/CLARK
 KA1297  USGS QUAD   -  WEST UNION (1966)
 KA1297
 KA1297                         *CURRENT SURVEY CONTROL
 KA1297  ___________________________________________________________________
 KA1297* NAD 83(1986)-  39 12 55.     (N)    087 37 43.     (W)     SCALED    
 KA1297* NAVD 88     -       136.518  (meters)     447.89   (feet)  ADJUSTED  
 KA1297  ___________________________________________________________________
 KA1297  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KA1297  DYNAMIC HT  -         136.439 (meters)     447.63  (feet)  COMP
 KA1297  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KA1297
 KA1297  VERT ORDER  -  FIRST     CLASS II
 KA1297
 KA1297.The horizontal coordinates were scaled from a topographic map and have
 KA1297.an estimated accuracy of +/- 6 seconds.
 KA1297
 KA1297.The orthometric height was determined by differential leveling
 KA1297.and adjusted by the National Geodetic Survey in June 1991..
 KA1297
 KA1297.The geoid height was determined by GEOID03.
 KA1297
 KA1297.The dynamic height is computed by dividing the NAVD 88
 KA1297.geopotential number by the normal gravity value computed on the
 KA1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1297.degrees latitude (g = 980.6199 gals.).
 KA1297
 KA1297.The modeled gravity was interpolated from observed gravity values.
 KA1297
 KA1297;                    North         East    Units  Estimated Accuracy
 KA1297;SPC IL E     -   283,110.      360,860.      MT  (+/- 180 meters Scaled)
 KA1297
 KA1297                          SUPERSEDED SURVEY CONTROL
 KA1297
 KA1297  NGVD 29 (??/??/92)  136.637  (m)          448.28   (f) ADJ UNCH    1 2
 KA1297
 KA1297.Superseded values are not recommended for survey control.
 KA1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1297.See file dsdata.txt to determine how the superseded data were derived.
 KA1297
 KA1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ457408(NAD 83)
 KA1297_MARKER: DB = BENCH MARK DISK
 KA1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1297_SP_SET: CULVERT
 KA1297_STAMPING: E 183 1956
 KA1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1297
 KA1297  HISTORY     - Date     Condition        Report By
 KA1297  HISTORY     - 1956     MONUMENTED       CGS
 KA1297  HISTORY     - 20050210 MARK NOT FOUND   ILDT
 KA1297
 KA1297                          STATION DESCRIPTION
 KA1297
 KA1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1297'4 MI NE FROM YORK.
 KA1297'3.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT YORK,
 KA1297'THENCE ABOUT 0.85 MILE EAST ALONG A BLACK TOP AND GRAVEL ROAD,
 KA1297'IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 2-FOOT
 KA1297'CONCRETE BOX CULVERT, 10 1/2 FEET SOUTH OF CENTER LINE OF ROAD,
 KA1297'29 FEET SOUTHWEST OF CENTER OF INTERSECTION OF A NORTH-SOUTH ROAD,
 KA1297'28 FEET WEST OF CENTER LINE OF NORTH-SOUTH ROAD, 1 FOOT WEST OF
 KA1297'EAST END OF HEAD WALL AND ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD.
 KA1297
 KA1297                          STATION RECOVERY (2005)
 KA1297
 KA1297'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1468 ***********************************************************************
 KA1468  DESIGNATION -  E 184
 KA1468  PID         -  KA1468
 KA1468  STATE/COUNTY-  IL/EDGAR
 KA1468  USGS QUAD   -  BROCTON (1982)
 KA1468
 KA1468                         *CURRENT SURVEY CONTROL
 KA1468  ___________________________________________________________________
 KA1468* NAD 83(1986)-  39 42 56.     (N)    087 55 55.     (W)     SCALED    
 KA1468* NAVD 88     -       202.717  (meters)     665.08   (feet)  ADJUSTED  
 KA1468  ___________________________________________________________________
 KA1468  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KA1468  DYNAMIC HT  -         202.608 (meters)     664.72  (feet)  COMP
 KA1468  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 KA1468
 KA1468  VERT ORDER  -  FIRST     CLASS II
 KA1468
 KA1468.The horizontal coordinates were scaled from a topographic map and have
 KA1468.an estimated accuracy of +/- 6 seconds.
 KA1468
 KA1468.The orthometric height was determined by differential leveling
 KA1468.and adjusted by the National Geodetic Survey in June 1991..
 KA1468
 KA1468.The geoid height was determined by GEOID03.
 KA1468
 KA1468.The dynamic height is computed by dividing the NAVD 88
 KA1468.geopotential number by the normal gravity value computed on the
 KA1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1468.degrees latitude (g = 980.6199 gals.).
 KA1468
 KA1468.The modeled gravity was interpolated from observed gravity values.
 KA1468
 KA1468;                    North         East    Units  Estimated Accuracy
 KA1468;SPC IL E     -   338,500.      334,420.      MT  (+/- 180 meters Scaled)
 KA1468
 KA1468                          SUPERSEDED SURVEY CONTROL
 KA1468
 KA1468  NGVD 29 (??/??/92)  202.794  (m)          665.33   (f) ADJ UNCH    1 2
 KA1468
 KA1468.Superseded values are not recommended for survey control.
 KA1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1468.See file dsdata.txt to determine how the superseded data were derived.
 KA1468
 KA1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ201966(NAD 83)
 KA1468_MARKER: DB = BENCH MARK DISK
 KA1468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1468_SP_SET: BUILDING
 KA1468_STAMPING: E 184 1956
 KA1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1468
 KA1468  HISTORY     - Date     Condition        Report By
 KA1468  HISTORY     - 1956     MONUMENTED       CGS
 KA1468
 KA1468                          STATION DESCRIPTION
 KA1468
 KA1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1468'AT BROCTON.
 KA1468'AT BROCTON, ABOUT 37 YARDS NORTH-NORTHWEST AND ACROSS A STREET
 KA1468'FROM THE NORTH CORNER OF THE NEW YORK, CHICAGO AND ST. LOUIS
 KA1468'RAILROAD STATION, SET VERTICALLY IN THE SOUTH FACE OF BROCTON
 KA1468'BANK BUILDING (OCCUPIED IN 1956 BY KNICLEY TAVERN), 20 FEET EAST
 KA1468'OF SOUTHWEST CORNER OF BUILDING, 1 FOOT WEST OF SOUTHEAST CORNER
 KA1468'OF BUILDING AND 3 FEET ABOVE LEVEL OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1002 ***********************************************************************
 KB1002  DESIGNATION -  E 185
 KB1002  PID         -  KB1002
 KB1002  STATE/COUNTY-  IL/SANGAMON
 KB1002  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB1002
 KB1002                         *CURRENT SURVEY CONTROL
 KB1002  ___________________________________________________________________
 KB1002* NAD 83(1986)-  39 49 36.     (N)    089 39 49.     (W)     SCALED    
 KB1002* NAVD 88     -       168.052  (meters)     551.35   (feet)  ADJUSTED  
 KB1002  ___________________________________________________________________
 KB1002  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1002  DYNAMIC HT  -         167.960 (meters)     551.05  (feet)  COMP
 KB1002  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 KB1002
 KB1002  VERT ORDER  -  SECOND    CLASS 0
 KB1002
 KB1002.The horizontal coordinates were scaled from a topographic map and have
 KB1002.an estimated accuracy of +/- 6 seconds.
 KB1002
 KB1002.The orthometric height was determined by differential leveling
 KB1002.and adjusted by the National Geodetic Survey in June 1991..
 KB1002
 KB1002.The geoid height was determined by GEOID03.
 KB1002
 KB1002.The dynamic height is computed by dividing the NAVD 88
 KB1002.geopotential number by the normal gravity value computed on the
 KB1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1002.degrees latitude (g = 980.6199 gals.).
 KB1002
 KB1002.The modeled gravity was interpolated from observed gravity values.
 KB1002
 KB1002;                    North         East    Units  Estimated Accuracy
 KB1002;SPC IL W     -   350,860.      743,060.      MT  (+/- 180 meters Scaled)
 KB1002
 KB1002                          SUPERSEDED SURVEY CONTROL
 KB1002
 KB1002  NGVD 29 (??/??/92)  168.149  (m)          551.67   (f) ADJ UNCH    2 0
 KB1002
 KB1002.Superseded values are not recommended for survey control.
 KB1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1002.See file dsdata.txt to determine how the superseded data were derived.
 KB1002
 KB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK720119(NAD 83)
 KB1002_MARKER: DB = BENCH MARK DISK
 KB1002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB1002_SP_SET: BRIDGE
 KB1002_STAMPING: E 185 1958
 KB1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB1002
 KB1002  HISTORY     - Date     Condition        Report By
 KB1002  HISTORY     - 1958     MONUMENTED       CGS
 KB1002
 KB1002                          STATION DESCRIPTION
 KB1002
 KB1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KB1002'.5 MI NW FROM SPRINGFIELD.
 KB1002'LOCATED 1 MILE NORTHWEST OF SPRINGFIELD, ILLINOIS ON STATE HIGHWAY
 KB1002'29 IN THE TOP OF THE WEST RAILING OF THE PANTHER CREEK BRIDGE,
 KB1002'19.7 FEET NORTH OF THE SOUTH END OF WEST RAILING.  A STANDARD DISK
 KB1002'STAMPED E 185 1958 AND CEMENTED IN THE TOP OF THE RAILING ABOUT
 KB1002'4 FEET ABOVE THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8037 ***********************************************************************
 DH8037  DESIGNATION -  E 185 RESET
 DH8037  PID         -  DH8037
 DH8037  STATE/COUNTY-  IL/SANGAMON
 DH8037  USGS QUAD   -  SPRINGFIELD WEST (1976)
 DH8037
 DH8037                         *CURRENT SURVEY CONTROL
 DH8037  ___________________________________________________________________
 DH8037* NAD 83(1986)-  39 49 46.     (N)    089 39 49.     (W)     SCALED    
 DH8037* NAVD 88     -       167.79   (meters)     550.5    (feet)  RESET     
 DH8037  ___________________________________________________________________
 DH8037  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DH8037
 DH8037  VERT ORDER  -  THIRD
 DH8037
 DH8037.The horizontal coordinates were scaled from a topographic map and have
 DH8037.an estimated accuracy of +/- 6 seconds.
 DH8037
 DH8037.The orthometric height was computed from unverified reset data.
 DH8037.No vertical observational check was made to the station.
 DH8037
 DH8037.The geoid height was determined by GEOID03.
 DH8037
 DH8037;                    North         East    Units  Estimated Accuracy
 DH8037;SPC IL W     -   351,170.      743,060.      MT  (+/- 180 meters Scaled)
 DH8037
 DH8037                          SUPERSEDED SURVEY CONTROL
 DH8037
 DH8037.No superseded survey control is available for this station.
 DH8037
 DH8037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK720122(NAD 83)
 DH8037_MARKER: DV = VERTICAL CONTROL DISK
 DH8037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8037_SP_SET: BRIDGE WINGWALL
 DH8037_STAMPING: E 185 RESET 1973
 DH8037_MARK LOGO: NGS   
 DH8037_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8037
 DH8037  HISTORY     - Date     Condition        Report By
 DH8037  HISTORY     - 1973     MONUMENTED       NGS
 DH8037
 DH8037                          STATION DESCRIPTION
 DH8037
 DH8037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CP)
 DH8037'LOCATED ON THE SOUTHWEST WINGWALL OF BRIDGE 84-169 OVER SPRING CREEK
 DH8037'ON IL 29 IN SPRINGFIELD 0.7 MILE (1.1 KM) NORTH OF NORTH GRAND AVENUE.
 DH8037'19 M (62.3 FT) N OF NORTHERNMOST GUARD RAIL SUPPORT ON ROAD AT SOUTH
 DH8037'END OF BRIDGE.  9.0 FEET (2.7 M) WEST OF END OF WINGWALL, 40 IN SOUTH
 DH8037'OF SOUTH END OF HANDRAIL ON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0290 ***********************************************************************
 MG0290  DESIGNATION -  E 190
 MG0290  PID         -  MG0290
 MG0290  STATE/COUNTY-  IL/HENRY
 MG0290  USGS QUAD   -  ATKINSON (1991)
 MG0290
 MG0290                         *CURRENT SURVEY CONTROL
 MG0290  ___________________________________________________________________
 MG0290* NAD 83(1986)-  41 24 38.     (N)    090 07 15.     (W)     SCALED    
 MG0290* NAVD 88     -       199.100  (meters)     653.21   (feet)  ADJUSTED  
 MG0290  ___________________________________________________________________
 MG0290  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0290  DYNAMIC HT  -         199.021 (meters)     652.95  (feet)  COMP
 MG0290  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 MG0290
 MG0290  VERT ORDER  -  SECOND    CLASS 0
 MG0290
 MG0290.The horizontal coordinates were scaled from a topographic map and have
 MG0290.an estimated accuracy of +/- 6 seconds.
 MG0290
 MG0290.The orthometric height was determined by differential leveling
 MG0290.and adjusted by the National Geodetic Survey in June 1991..
 MG0290
 MG0290.The geoid height was determined by GEOID03.
 MG0290
 MG0290.The dynamic height is computed by dividing the NAVD 88
 MG0290.geopotential number by the normal gravity value computed on the
 MG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0290.degrees latitude (g = 980.6199 gals.).
 MG0290
 MG0290.The modeled gravity was interpolated from observed gravity values.
 MG0290
 MG0290;                    North         East    Units  Estimated Accuracy
 MG0290;SPC IL W     -   526,620.      703,830.      MT  (+/- 180 meters Scaled)
 MG0290
 MG0290                          SUPERSEDED SURVEY CONTROL
 MG0290
 MG0290  NGVD 29 (??/??/92)  199.178  (m)          653.47   (f) ADJ UNCH    2 0
 MG0290
 MG0290.Superseded values are not recommended for survey control.
 MG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0290.See file dsdata.txt to determine how the superseded data were derived.
 MG0290
 MG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF406883(NAD 83)
 MG0290_MARKER: DB = BENCH MARK DISK
 MG0290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0290_SP_SET: BRIDGE
 MG0290_STAMPING: E 190 1959
 MG0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0290
 MG0290  HISTORY     - Date     Condition        Report By
 MG0290  HISTORY     - 1959     MONUMENTED       CGS
 MG0290  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 MG0290  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MG0290  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MG0290
 MG0290                          STATION DESCRIPTION
 MG0290
 MG0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0290'4.2 MI SE FROM GENESEO.
 MG0290'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 82 FROM ITS JUNCTION
 MG0290'WITH U.S. HIGHWAY 6 IN THE SOUTHERN PART OF GENESEO, THENCE 2.15
 MG0290'MILES EAST ALONG BLACKTOP ROAD, SET IN THE TOP OF THE NORTHWEST
 MG0290'END OF THE SOUTHEAST WINGWALL OF A 15-FOOT CONCRETE BRIDGE,
 MG0290'66 FEET WEST OF THE WEST EDGE OF A BOARD GATE, 10 FEET SOUTH OF
 MG0290'THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MG0290'ROAD.
 MG0290
 MG0290                          STATION RECOVERY (1996)
 MG0290
 MG0290'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0290'MARK NOT FOUND.
 MG0290
 MG0290                          STATION RECOVERY (2001)
 MG0290
 MG0290'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0290'MARK NOT FOUND.
 MG0290
 MG0290                          STATION RECOVERY (2004)
 MG0290
 MG0290'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0290'JUST FOR YOU DEB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1024 ***********************************************************************
 MF1024  DESIGNATION -  E 191 RESET 1961
 MF1024  PID         -  MF1024
 MF1024  STATE/COUNTY-  IL/BUREAU
 MF1024  USGS QUAD   -  MINERAL (1983)
 MF1024
 MF1024                         *CURRENT SURVEY CONTROL
 MF1024  ___________________________________________________________________
 MF1024* NAD 83(1986)-  41 23 10.     (N)    089 50 01.     (W)     SCALED    
 MF1024* NAVD 88     -       190.97   (meters)     626.5    (feet)  RESET     
 MF1024  ___________________________________________________________________
 MF1024  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1024
 MF1024  VERT ORDER  -  THIRD
 MF1024
 MF1024.The horizontal coordinates were scaled from a topographic map and have
 MF1024.an estimated accuracy of +/- 6 seconds.
 MF1024
 MF1024.The orthometric height was computed from unverified reset data.
 MF1024
 MF1024.The geoid height was determined by GEOID03.
 MF1024
 MF1024;                    North         East    Units  Estimated Accuracy
 MF1024;SPC IL W     -   523,960.      727,860.      MT  (+/- 180 meters Scaled)
 MF1024
 MF1024                          SUPERSEDED SURVEY CONTROL
 MF1024
 MF1024.No superseded survey control is available for this station.
 MF1024
 MF1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL630854(NAD 83)
 MF1024_MARKER: DB = BENCH MARK DISK
 MF1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1024_STAMPING: E 191 1959 RESET 1961
 MF1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1024+STABILITY: SURFACE MOTION
 MF1024
 MF1024  HISTORY     - Date     Condition        Report By
 MF1024  HISTORY     - 1961     MONUMENTED       CGS
 MF1024  HISTORY     - 1964     GOOD             NGS
 MF1024
 MF1024                          STATION DESCRIPTION
 MF1024
 MF1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MF1024'0.4 MI N FROM MINERAL.
 MF1024'ABOUT 0.15 MILE EAST ALONG STREET PARALLELING ALONG THE NORTH
 MF1024'SIDE OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE
 MF1024'STATION AT MINERAL, THENCE 0.3 MILE NORTH ALONG A BLACKTOP ROAD
 MF1024'TO THE MARK ON LEFT, WEST SIDE OF ROAD, 254 FEET SOUTH OF DRIVEWAY,
 MF1024'26 FEET WEST OF CENTER OF ROAD, 1.9 FEET SOUTHWEST OF WITNESS
 MF1024'POST, 6 FEET SOUTH OF POWER LINE POLE.  THE MARK IS SET IN TOP OF
 MF1024'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH.
 MF1024
 MF1024                          STATION RECOVERY (1964)
 MF1024
 MF1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MF1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1085 ***********************************************************************
 MF1085  DESIGNATION -  E 192
 MF1085  PID         -  MF1085
 MF1085  STATE/COUNTY-  IL/BUREAU
 MF1085  USGS QUAD   -  BUDA NE (1983)
 MF1085
 MF1085                         *CURRENT SURVEY CONTROL
 MF1085  ___________________________________________________________________
 MF1085* NAD 83(1986)-  41 22 38.     (N)    089 35 16.     (W)     SCALED    
 MF1085* NAVD 88     -       202.868  (meters)     665.58   (feet)  ADJUSTED  
 MF1085  ___________________________________________________________________
 MF1085  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF1085  DYNAMIC HT  -         202.785 (meters)     665.30  (feet)  COMP
 MF1085  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 MF1085
 MF1085  VERT ORDER  -  SECOND    CLASS 0
 MF1085
 MF1085.The horizontal coordinates were scaled from a topographic map and have
 MF1085.an estimated accuracy of +/- 6 seconds.
 MF1085
 MF1085.The orthometric height was determined by differential leveling
 MF1085.and adjusted by the National Geodetic Survey in June 1991..
 MF1085
 MF1085.The geoid height was determined by GEOID03.
 MF1085
 MF1085.The dynamic height is computed by dividing the NAVD 88
 MF1085.geopotential number by the normal gravity value computed on the
 MF1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1085.degrees latitude (g = 980.6199 gals.).
 MF1085
 MF1085.The modeled gravity was interpolated from observed gravity values.
 MF1085
 MF1085;                    North         East    Units  Estimated Accuracy
 MF1085;SPC IL W     -   523,080.      748,420.      MT  (+/- 180 meters Scaled)
 MF1085
 MF1085                          SUPERSEDED SURVEY CONTROL
 MF1085
 MF1085  NGVD 29 (??/??/92)  202.948  (m)          665.84   (f) ADJ UNCH    2 0
 MF1085
 MF1085.Superseded values are not recommended for survey control.
 MF1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1085.See file dsdata.txt to determine how the superseded data were derived.
 MF1085
 MF1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL836838(NAD 83)
 MF1085_MARKER: DB = BENCH MARK DISK
 MF1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1085_STAMPING: E 192 1959
 MF1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1085+STABILITY: SURFACE MOTION
 MF1085
 MF1085  HISTORY     - Date     Condition        Report By
 MF1085  HISTORY     - 1959     MONUMENTED       CGS
 MF1085  HISTORY     - 19951202 GOOD             USPSQD
 MF1085  HISTORY     - 20010516 GOOD             USPSQD
 MF1085  HISTORY     - 20051012 GOOD             USPSQD
 MF1085
 MF1085                          STATION DESCRIPTION
 MF1085
 MF1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1085'1 MI N FROM WYANET.
 MF1085'ABOUT 0.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1085'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 0.8
 MF1085'MILES NORTH ALONG A BLACKTOP ROAD, ABOUT 0.35 MILES NORTH OF
 MF1085'THE JUNCTION OF GRAVEL ROAD WEST, NEAR A FARM HOUSE EAST OF THE
 MF1085'ROAD, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTH
 MF1085'OF THE CENTER LINE OF THE DRIVEWAY EAST TO THE FARM HOUSE, 145
 MF1085'FEET SOUTH OF TELEPHONE POLE T 21, 95 FEET SOUTHWEST OF THE
 MF1085'SOUTHWEST CORNER OF THE FARM HOUSE, 1 1/2 FEET WEST OF FENCE
 MF1085'LINE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, 2.3 FEET EAST
 MF1085'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MF1085'PROJECTING 2 INCHES.
 MF1085
 MF1085                          STATION RECOVERY (1995)
 MF1085
 MF1085'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1085'RECOVERED IN GOOD CONDITION.
 MF1085
 MF1085                          STATION RECOVERY (2001)
 MF1085
 MF1085'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1085'.
 MF1085
 MF1085                          STATION RECOVERY (2005)
 MF1085
 MF1085'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0828 ***********************************************************************
 MF0828  DESIGNATION -  E 193
 MF0828  PID         -  MF0828
 MF0828  STATE/COUNTY-  IL/BUREAU
 MF0828  USGS QUAD   -  SPRING VALLEY (1979)
 MF0828
 MF0828                         *CURRENT SURVEY CONTROL
 MF0828  ___________________________________________________________________
 MF0828* NAD 83(1986)-  41 19 04.     (N)    089 11 09.     (W)     SCALED    
 MF0828* NAVD 88     -       141.099  (meters)     462.92   (feet)  ADJUSTED  
 MF0828  ___________________________________________________________________
 MF0828  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0828  DYNAMIC HT  -         141.042 (meters)     462.74  (feet)  COMP
 MF0828  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 MF0828
 MF0828  VERT ORDER  -  FIRST     CLASS II
 MF0828
 MF0828.The horizontal coordinates were scaled from a topographic map and have
 MF0828.an estimated accuracy of +/- 6 seconds.
 MF0828
 MF0828.The orthometric height was determined by differential leveling
 MF0828.and adjusted by the National Geodetic Survey in June 1991..
 MF0828
 MF0828.The geoid height was determined by GEOID03.
 MF0828
 MF0828.The dynamic height is computed by dividing the NAVD 88
 MF0828.geopotential number by the normal gravity value computed on the
 MF0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0828.degrees latitude (g = 980.6199 gals.).
 MF0828
 MF0828.The modeled gravity was interpolated from observed gravity values.
 MF0828
 MF0828;                    North         East    Units  Estimated Accuracy
 MF0828;SPC IL W     -   516,780.      782,120.      MT  (+/- 180 meters Scaled)
 MF0828
 MF0828                          SUPERSEDED SURVEY CONTROL
 MF0828
 MF0828  NGVD 29 (??/??/92)  141.181  (m)          463.19   (f) ADJ UNCH    1 2
 MF0828
 MF0828.Superseded values are not recommended for survey control.
 MF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0828.See file dsdata.txt to determine how the superseded data were derived.
 MF0828
 MF0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL170763(NAD 83)
 MF0828_MARKER: DB = BENCH MARK DISK
 MF0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0828_SP_SET: CULVERT
 MF0828_STAMPING: E 193 1959
 MF0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0828+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 MF0828
 MF0828  HISTORY     - Date     Condition        Report By
 MF0828  HISTORY     - 1959     MONUMENTED       CGS
 MF0828  HISTORY     - 1960     GOOD             NGS
 MF0828  HISTORY     - 1981     GOOD             AEROS
 MF0828  HISTORY     - 19960406 GOOD             USPSQD
 MF0828  HISTORY     - 20010606 GOOD             USPSQD
 MF0828  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 MF0828
 MF0828                          STATION DESCRIPTION
 MF0828
 MF0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0828'0.6 MI E FROM SPRING VALLEY.
 MF0828'ABOUT 0.65 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0828'RAILROAD FROM THE STATION AT SPRING VALLEY, 0.35 MILE EAST OF
 MF0828'MILEPOST 104, IN TOP OF THE WEST END OF THE SOUTH HEAD WALL TO A
 MF0828'6-FOOT CONCRETE BOX CULVERT, 7 1/2 FEET SOUTH OF THE SOUTH RAIL
 MF0828'OF THE SOUTH TRACK, 4 FEET EAST OF THE WEST END OF THE HEAD WALL,
 MF0828'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 MF0828
 MF0828                          STATION RECOVERY (1981)
 MF0828
 MF0828'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 MF0828'RECOVERED IN GOOD CONDITION.
 MF0828
 MF0828                          STATION RECOVERY (1996)
 MF0828
 MF0828'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0828'RECOVERED IN GOOD CONDITION.
 MF0828
 MF0828                          STATION RECOVERY (2001)
 MF0828
 MF0828'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0828'RECOVERED IN GOOD CONDITION.
 MF0828
 MF0828                          STATION RECOVERY (2005)
 MF0828
 MF0828'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0150 ***********************************************************************
 MG0150  DESIGNATION -  E 194 RESET
 MG0150  PID         -  MG0150
 MG0150  STATE/COUNTY-  IL/HENRY
 MG0150  USGS QUAD   -  GREEN ROCK (1992)
 MG0150
 MG0150                         *CURRENT SURVEY CONTROL
 MG0150  ___________________________________________________________________
 MG0150* NAD 83(1986)-  41 22 56.     (N)    090 20 33.     (W)     SCALED    
 MG0150* NAVD 88     -       230.26   (meters)     755.4    (feet)  RESET     
 MG0150  ___________________________________________________________________
 MG0150  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0150
 MG0150  VERT ORDER  -  THIRD
 MG0150
 MG0150.The horizontal coordinates were scaled from a topographic map and have
 MG0150.an estimated accuracy of +/- 6 seconds.
 MG0150
 MG0150.The orthometric height was computed from unverified reset data.
 MG0150.No vertical observational check was made to the station.
 MG0150
 MG0150.The geoid height was determined by GEOID03.
 MG0150
 MG0150;                    North         East    Units  Estimated Accuracy
 MG0150;SPC IL W     -   523,490.      685,290.      MT  (+/- 180 meters Scaled)
 MG0150
 MG0150                          SUPERSEDED SURVEY CONTROL
 MG0150
 MG0150  NGVD 29 (??/??/??)  230.34   (m)          755.7    (f) RESET       3  
 MG0150
 MG0150.Superseded values are not recommended for survey control.
 MG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0150.See file dsdata.txt to determine how the superseded data were derived.
 MG0150
 MG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF222845(NAD 83)
 MG0150_MARKER: DB = BENCH MARK DISK
 MG0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0150_STAMPING: E 194 RESET 1970
 MG0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0150+STABILITY: SURFACE MOTION
 MG0150
 MG0150  HISTORY     - Date     Condition        Report By
 MG0150  HISTORY     - 1970     MONUMENTED       NGS
 MG0150  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0150  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0150
 MG0150                          STATION DESCRIPTION
 MG0150
 MG0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MG0150'3 MI NE FROM ORION.
 MG0150'ABOUT 0.35 MILES EAST ALONG 12TH AVE FROM THE ORION HIGH SCHOOL
 MG0150'IN ORION, THENCE NORTH ALONG 13TH STREET FOR 2.3 MILES TO A PAVED
 MG0150'CROSSROAD, THENCE EAST ALONG PAVED ROAD FOR 1.4 MILES TO A T-ROAD
 MG0150'AND FARM LANE AHEAD, 0.25 MILE EAST ON LANE TO THE MARK ON THE
 MG0150'RIGHT, 11 FEET NORTH OF CENTERLINE OF LANE, 1 FOOT EAST OF A
 MG0150'METAL WITNESS POST, 3 FEET WEST OF A POWER POLE, ON THE PROPERTY
 MG0150'OF MR. L.G. SIEGHARTNER.  A STANDARD DISK SET IN THE TOP OF A
 MG0150'ROUND CONCRETE POST PROJECTING 6 INCHES.
 MG0150
 MG0150                          STATION RECOVERY (1996)
 MG0150
 MG0150'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0150'MARK NOT FOUND.
 MG0150
 MG0150                          STATION RECOVERY (2001)
 MG0150
 MG0150'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0217 ***********************************************************************
 MG0217  DESIGNATION -  E 195 RESET
 MG0217  PID         -  MG0217
 MG0217  STATE/COUNTY-  IL/KNOX
 MG0217  USGS QUAD   -  WOODHULL (1992)
 MG0217
 MG0217                         *CURRENT SURVEY CONTROL
 MG0217  ___________________________________________________________________
 MG0217* NAD 83(1986)-  41 09 55.     (N)    090 20 04.     (W)     SCALED    
 MG0217* NAVD 88     -       246.52   (meters)     808.8    (feet)  RESET     
 MG0217  ___________________________________________________________________
 MG0217  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0217
 MG0217  VERT ORDER  -  THIRD
 MG0217
 MG0217.The horizontal coordinates were scaled from a topographic map and have
 MG0217.an estimated accuracy of +/- 6 seconds.
 MG0217
 MG0217.The orthometric height was computed from unverified reset data.
 MG0217.No vertical observational check was made to the station.
 MG0217
 MG0217.The geoid height was determined by GEOID03.
 MG0217
 MG0217;                    North         East    Units  Estimated Accuracy
 MG0217;SPC IL W     -   499,390.      685,920.      MT  (+/- 180 meters Scaled)
 MG0217
 MG0217                          SUPERSEDED SURVEY CONTROL
 MG0217
 MG0217  NGVD 29 (??/??/??)  246.58   (m)          809.0    (f) RESET       3  
 MG0217
 MG0217.Superseded values are not recommended for survey control.
 MG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0217.See file dsdata.txt to determine how the superseded data were derived.
 MG0217
 MG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF236605(NAD 83)
 MG0217_MARKER: DB = BENCH MARK DISK
 MG0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0217_STAMPING: E 195 RESET 1965
 MG0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0217+STABILITY: SURFACE MOTION
 MG0217
 MG0217  HISTORY     - Date     Condition        Report By
 MG0217  HISTORY     - 1965     MONUMENTED       CGS
 MG0217  HISTORY     - 19971124 GOOD             USPSQD
 MG0217
 MG0217                          STATION DESCRIPTION
 MG0217
 MG0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MG0217'2.8 MI SW FROM WOODHULL.
 MG0217'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0217'TANK IN WOODHULL, THENCE 1.05 MILES SOUTH, THENCE 0.6 MILE WEST,
 MG0217'ABOUT 0.1 MILE WEST OF AN OVERPASS OVER INTERSTATE HIGHWAY 74,
 MG0217'47 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.2 FEET NORTH OF
 MG0217'A METAL WITNESS POST, 1 FOOT EAST OF A PROPERTY LINE FENCE AND
 MG0217'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MG0217
 MG0217                          STATION RECOVERY (1997)
 MG0217
 MG0217'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0092 ***********************************************************************
 LD0092  DESIGNATION -  E 196
 LD0092  PID         -  LD0092
 LD0092  STATE/COUNTY-  IL/KNOX
 LD0092  USGS QUAD   -  GALESBURG EAST (1982)
 LD0092
 LD0092                         *CURRENT SURVEY CONTROL
 LD0092  ___________________________________________________________________
 LD0092* NAD 83(1986)-  40 56 09.     (N)    090 19 58.     (W)     SCALED    
 LD0092* NAVD 88     -       236.692  (meters)     776.55   (feet)  ADJUSTED  
 LD0092  ___________________________________________________________________
 LD0092  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0092  DYNAMIC HT  -         236.586 (meters)     776.20  (feet)  COMP
 LD0092  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LD0092
 LD0092  VERT ORDER  -  SECOND    CLASS 0
 LD0092
 LD0092.The horizontal coordinates were scaled from a topographic map and have
 LD0092.an estimated accuracy of +/- 6 seconds.
 LD0092
 LD0092.The orthometric height was determined by differential leveling
 LD0092.and adjusted by the National Geodetic Survey in June 1991..
 LD0092
 LD0092.The geoid height was determined by GEOID03.
 LD0092
 LD0092.The dynamic height is computed by dividing the NAVD 88
 LD0092.geopotential number by the normal gravity value computed on the
 LD0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0092.degrees latitude (g = 980.6199 gals.).
 LD0092
 LD0092.The modeled gravity was interpolated from observed gravity values.
 LD0092
 LD0092;                    North         East    Units  Estimated Accuracy
 LD0092;SPC IL W     -   473,910.      686,010.      MT  (+/- 180 meters Scaled)
 LD0092
 LD0092                          SUPERSEDED SURVEY CONTROL
 LD0092
 LD0092  NGVD 29 (??/??/92)  236.746  (m)          776.72   (f) ADJ UNCH    2 0
 LD0092
 LD0092.Superseded values are not recommended for survey control.
 LD0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0092.See file dsdata.txt to determine how the superseded data were derived.
 LD0092
 LD0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF245350(NAD 83)
 LD0092_MARKER: DB = BENCH MARK DISK
 LD0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0092_STAMPING: E 196 1959
 LD0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0092+STABILITY: SURFACE MOTION
 LD0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0092+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 LD0092
 LD0092  HISTORY     - Date     Condition        Report By
 LD0092  HISTORY     - 1959     MONUMENTED       CGS
 LD0092  HISTORY     - 19971129 GOOD             USPSQD
 LD0092  HISTORY     - 20050126 GOOD             USPSQD
 LD0092
 LD0092                          STATION DESCRIPTION
 LD0092
 LD0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0092'2 MI SE FROM GALESBURG.
 LD0092'ABOUT 1.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE POST
 LD0092'OFFICE AT GALESBURG, THENCE 0.15 MILES NORTH ALONG WISCONSIN
 LD0092'AVENUE, AT THE SOUTHWEST CORNER OF A TRAILER PARK, 29 FEET EAST
 LD0092'OF THE CENTER LINE OF WISCONSIN AVENUE, 85 FEET SOUTH OF THE CENTER
 LD0092'LINE OF THE SOUTH ENTRANCE TO THE PARK, 3.4 FEET WEST OF THE
 LD0092'WEST END OF A FENCE AND IN THE LINE OF THE FENCE, 1.5 FEET WEST
 LD0092'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE
 LD0092'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LD0092
 LD0092                          STATION RECOVERY (1997)
 LD0092
 LD0092'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0092'RECOVERED IN GOOD CONDITION.
 LD0092
 LD0092                          STATION RECOVERY (2005)
 LD0092
 LD0092'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2090 ***********************************************************************
 LC2090  DESIGNATION -  E 199 RESET
 LC2090  PID         -  LC2090
 LC2090  STATE/COUNTY-  IL/WOODFORD
 LC2090  USGS QUAD   -  DANVERS (1970)
 LC2090
 LC2090                         *CURRENT SURVEY CONTROL
 LC2090  ___________________________________________________________________
 LC2090* NAD 83(1986)-  40 37 20.     (N)    089 14 27.     (W)     SCALED    
 LC2090* NAVD 88     -       192.14   (meters)     630.4    (feet)  RESET     
 LC2090  ___________________________________________________________________
 LC2090  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LC2090
 LC2090  VERT ORDER  -  THIRD
 LC2090
 LC2090.The horizontal coordinates were scaled from a topographic map and have
 LC2090.an estimated accuracy of +/- 6 seconds.
 LC2090
 LC2090.The orthometric height was computed from unverified reset data.
 LC2090.No vertical observational check was made to the station.
 LC2090
 LC2090.The geoid height was determined by GEOID03.
 LC2090
 LC2090;                    North         East    Units  Estimated Accuracy
 LC2090;SPC IL W     -   439,490.      778,330.      MT  (+/- 180 meters Scaled)
 LC2090
 LC2090                          SUPERSEDED SURVEY CONTROL
 LC2090
 LC2090  NGVD 29 (03/28/06)  192.21   (m)          630.6    (f) RESET       3  
 LC2090
 LC2090.Superseded values are not recommended for survey control.
 LC2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2090.See file dsdata.txt to determine how the superseded data were derived.
 LC2090
 LC2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK104992(NAD 83)
 LC2090_MARKER: DV = VERTICAL CONTROL DISK
 LC2090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LC2090_SP_SET: CULVERT HEADWALL
 LC2090_STAMPING: E 199 RESET 1983
 LC2090_MARK LOGO: NGS   
 LC2090_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC2090+STABILITY: SURFACE MOTION
 LC2090
 LC2090  HISTORY     - Date     Condition        Report By
 LC2090  HISTORY     - 1983     MONUMENTED       NGS
 LC2090  HISTORY     - 19840608 GOOD             NGS
 LC2090  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC2090
 LC2090                          STATION DESCRIPTION
 LC2090
 LC2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LC2090'3.1 KM (1.95 MI) EAST FROM GOODFIELD.
 LC2090'3.1 KM (1.95 MI) EAST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH
 LC2090'STATE HIGHWAY 117, IN GOODFIELD, SET IN THE TOP OF THE NORTHWEST END
 LC2090'OF THE WEST HEADWALL OF A 24 INCH CONCRETE CULVERT ON THE NORTH SIDE
 LC2090'OF U.S. HIGHWAY 150, 19.2 M (63.0 FT) EAST FROM THE CENTERLINE OF A
 LC2090'GRAVEL CROSSROAD, 6.7 M (22.0 FT) NORTH FROM THE CENTERLINE OF
 LC2090'HIGHWAY 150 AND 0.18 M (0.6 FT) SOUTH FROM A WITNESS POST.
 LC2090
 LC2090                          STATION RECOVERY (1984)
 LC2090
 LC2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LC2090'RECOVERED AS DESCRIBED.
 LC2090
 LC2090                          STATION RECOVERY (1998)
 LC2090
 LC2090'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC2090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5710 ***********************************************************************
 AA5710  DESIGNATION -  E 199 RESET
 AA5710  PID         -  AA5710
 AA5710  STATE/COUNTY-  IL/WOODFORD
 AA5710  USGS QUAD   -  DANVERS (1970)
 AA5710
 AA5710                         *CURRENT SURVEY CONTROL
 AA5710  ___________________________________________________________________
 AA5710* NAD 83(1986)-  40 37 20.     (N)    089 14 27.     (W)     SCALED    
 AA5710* NAVD 88     -       191.35   (+/-2cm)     627.8    (feet)  VERTCON   
 AA5710  ___________________________________________________________________
 AA5710  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 AA5710
 AA5710  VERT ORDER  -  THIRD (See Below)
 AA5710
 AA5710.The horizontal coordinates were scaled from a topographic map and have
 AA5710.an estimated accuracy of +/- 6 seconds.
 AA5710
 AA5710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5710.The vertical order pertains to the NGVD 29 superseded value.
 AA5710
 AA5710.The geoid height was determined by GEOID03.
 AA5710
 AA5710;                    North         East    Units  Estimated Accuracy
 AA5710;SPC IL W     -   439,490.      778,330.      MT  (+/- 180 meters Scaled)
 AA5710
 AA5710                          SUPERSEDED SURVEY CONTROL
 AA5710
 AA5710  NGVD 29 (03/28/06)  191.42   (m)          628.0    (f) RESET       3  
 AA5710
 AA5710.Superseded values are not recommended for survey control.
 AA5710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5710.See file dsdata.txt to determine how the superseded data were derived.
 AA5710
 AA5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK104992(NAD 83)
 AA5710_MARKER: DV = VERTICAL CONTROL DISK
 AA5710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5710_STAMPING: E 199 RESET 1984
 AA5710_MARK LOGO: NGS   
 AA5710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5710+STABILITY: SURFACE MOTION
 AA5710
 AA5710  HISTORY     - Date     Condition        Report By
 AA5710  HISTORY     - 1984     MONUMENTED       NGS
 AA5710
 AA5710                          STATION DESCRIPTION
 AA5710
 AA5710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AA5710'1.9 MILES (3.1 KM) EAST ALONG US HIGHWAY 150 FROM ITS JUNCTION WITH
 AA5710'STATE HIGHWAY 117 IN GOODFIELD TO A GRAVEL SIDEROAD LEFT JUST AFTER
 AA5710'CROSSING OVER BRIDGE.  TURN LEFT FOR 75.0 FEET (22.9 M) TO MARK ON
 AA5710'RIGHT.  75.0 FEET (22.9 M) EAST-NORTHEAST FROM THE CENTERLINE OF
 AA5710'HIGHWAY 150, 19.0 FEET (5.8 M) SOUTHEAST FROM THE CENTERLINE OF THE
 AA5710'GRAVEL ROAD, 32.0 FEET (9.8 M) NORTH-NORTHWEST FROM A 16 INCH CEDAR
 AA5710'TREE AND 2.0 FEET (0.6 M) SOUTHWEST FROM A WITNESS POST, SET FLUSH
 AA5710'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0278 ***********************************************************************
 LC0278  DESIGNATION -  E 201
 LC0278  PID         -  LC0278
 LC0278  STATE/COUNTY-  IL/CHAMPAIGN
 LC0278  USGS QUAD   -  RANTOUL (1984)
 LC0278
 LC0278                         *CURRENT SURVEY CONTROL
 LC0278  ___________________________________________________________________
 LC0278* NAD 83(1986)-  40 20 28.     (N)    088 10 02.     (W)     SCALED    
 LC0278* NAVD 88     -       226.318  (meters)     742.51   (feet)  ADJUSTED  
 LC0278  ___________________________________________________________________
 LC0278  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0278  DYNAMIC HT  -         226.207 (meters)     742.15  (feet)  COMP
 LC0278  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 LC0278
 LC0278  VERT ORDER  -  SECOND    CLASS 0
 LC0278
 LC0278.The horizontal coordinates were scaled from a topographic map and have
 LC0278.an estimated accuracy of +/- 6 seconds.
 LC0278
 LC0278.The orthometric height was determined by differential leveling
 LC0278.and adjusted by the National Geodetic Survey in June 1991..
 LC0278
 LC0278.The geoid height was determined by GEOID03.
 LC0278
 LC0278.The dynamic height is computed by dividing the NAVD 88
 LC0278.geopotential number by the normal gravity value computed on the
 LC0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0278.degrees latitude (g = 980.6199 gals.).
 LC0278
 LC0278.The modeled gravity was interpolated from observed gravity values.
 LC0278
 LC0278;                    North         East    Units  Estimated Accuracy
 LC0278;SPC IL E     -   407,890.      314,110.      MT  (+/- 180 meters Scaled)
 LC0278
 LC0278                          SUPERSEDED SURVEY CONTROL
 LC0278
 LC0278  NGVD 29 (??/??/92)  226.37   (m)          742.7    (f) COMPUTED    2 0
 LC0278
 LC0278.Superseded values are not recommended for survey control.
 LC0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0278.See file dsdata.txt to determine how the superseded data were derived.
 LC0278
 LC0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK008662(NAD 83)
 LC0278_MARKER: DB = BENCH MARK DISK
 LC0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0278_STAMPING: E 201 1959
 LC0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0278+STABILITY: SURFACE MOTION
 LC0278
 LC0278  HISTORY     - Date     Condition        Report By
 LC0278  HISTORY     - 1959     MONUMENTED       CGS
 LC0278  HISTORY     - 1973     GOOD             NGS
 LC0278  HISTORY     - 20051207 MARK NOT FOUND   ILDT
 LC0278
 LC0278                          STATION DESCRIPTION
 LC0278
 LC0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0278'3.6 MI N FROM RANTOUL.
 LC0278'ABOUT 0.95 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0278'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 2.15 MILES NORTH ALONG
 LC0278'AN OILED ROAD, THENCE 0.5 MILES EAST ALONG AN OILED ROAD, NEAR A
 LC0278'DRIVEWAY SOUTH TO A FARM HOUSE, 22 FEET SOUTH OF THE CENTER LINE
 LC0278'OF THE ROAD, 278 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY,
 LC0278'1 FOOT NORTH OF A FENCE AND A T-FENCE CORNER, 32 FEET WEST OF
 LC0278'THE SECOND TELEPHONE POLE EAST OF A HOUSE SOUTH OF THE ROAD, 1.6
 LC0278'FEET EAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE
 LC0278'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0278'3 INCHES.
 LC0278
 LC0278                          STATION RECOVERY (1973)
 LC0278
 LC0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0278'RECOVERED IN GOOD CONDITION.
 LC0278
 LC0278                          STATION RECOVERY (2005)
 LC0278
 LC0278'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0279 ***********************************************************************
 LC0279  DESIGNATION -  E 201 RESET 1961
 LC0279  PID         -  LC0279
 LC0279  STATE/COUNTY-  IL/CHAMPAIGN
 LC0279  USGS QUAD   -  RANTOUL (1984)
 LC0279
 LC0279                         *CURRENT SURVEY CONTROL
 LC0279  ___________________________________________________________________
 LC0279* NAD 83(1986)-  40 20 28.     (N)    088 10 15.     (W)     SCALED    
 LC0279* NAVD 88     -       223.41   (meters)     733.0    (feet)  RESET     
 LC0279  ___________________________________________________________________
 LC0279  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0279
 LC0279  VERT ORDER  -  THIRD
 LC0279
 LC0279.The horizontal coordinates were scaled from a topographic map and have
 LC0279.an estimated accuracy of +/- 6 seconds.
 LC0279
 LC0279.The orthometric height was computed from unverified reset data.
 LC0279.No vertical observational check was made to the station.
 LC0279
 LC0279.The geoid height was determined by GEOID03.
 LC0279
 LC0279;                    North         East    Units  Estimated Accuracy
 LC0279;SPC IL E     -   407,890.      313,810.      MT  (+/- 180 meters Scaled)
 LC0279
 LC0279                          SUPERSEDED SURVEY CONTROL
 LC0279
 LC0279  NGVD 29 (??/??/??)  223.46   (m)          733.1    (f) RESET       3  
 LC0279
 LC0279.Superseded values are not recommended for survey control.
 LC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0279.See file dsdata.txt to determine how the superseded data were derived.
 LC0279
 LC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK005662(NAD 83)
 LC0279_MARKER: DB = BENCH MARK DISK
 LC0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0279_STAMPING: E 201 1959 RESET 1961
 LC0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0279+STABILITY: SURFACE MOTION
 LC0279
 LC0279  HISTORY     - Date     Condition        Report By
 LC0279  HISTORY     - 1961     MONUMENTED       CGS
 LC0279  HISTORY     - 1980     MARK NOT FOUND   USGS
 LC0279  HISTORY     - 20051207 MARK NOT FOUND   ILDT
 LC0279
 LC0279                          STATION DESCRIPTION
 LC0279
 LC0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0279'3.4 MI NW FROM RANTOUL.
 LC0279'ABOUT 0.95 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0279'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 2.15 MILES NORTH ALONG
 LC0279'AN OILED ROAD, THENCE 0.2 MILES EAST ALONG AN OILED ROAD, 24 FEET
 LC0279'SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF THE
 LC0279'FENCE, 2 FEET EAST-NORTHEAST OF THE SECOND TELEPHONE POLE EAST
 LC0279'OF THE ROAD JUNCTION, 68 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 LC0279'THE SECOND POWER POLE EAST OF THE JUNCTION, 1.4 FEET NORTHWEST
 LC0279'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 LC0279'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LC0279
 LC0279                          STATION RECOVERY (1980)
 LC0279
 LC0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LC0279'MARK NOT FOUND.
 LC0279
 LC0279                          STATION RECOVERY (2005)
 LC0279
 LC0279'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0092 ***********************************************************************
 LC0092  DESIGNATION -  E 202
 LC0092  PID         -  LC0092
 LC0092  STATE/COUNTY-  IL/IROQUOIS
 LC0092  USGS QUAD   -  ONARGA WEST (1986)
 LC0092
 LC0092                         *CURRENT SURVEY CONTROL
 LC0092  ___________________________________________________________________
 LC0092* NAD 83(1986)-  40 41 05.     (N)    088 01 04.     (W)     SCALED    
 LC0092* NAVD 88     -       201.251  (meters)     660.27   (feet)  ADJUSTED  
 LC0092  ___________________________________________________________________
 LC0092  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LC0092  DYNAMIC HT  -         201.161 (meters)     659.98  (feet)  COMP
 LC0092  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 LC0092
 LC0092  VERT ORDER  -  SECOND    CLASS 0
 LC0092
 LC0092.The horizontal coordinates were scaled from a topographic map and have
 LC0092.an estimated accuracy of +/- 6 seconds.
 LC0092
 LC0092.The orthometric height was determined by differential leveling
 LC0092.and adjusted by the National Geodetic Survey in June 1991..
 LC0092
 LC0092.The geoid height was determined by GEOID03.
 LC0092
 LC0092.The dynamic height is computed by dividing the NAVD 88
 LC0092.geopotential number by the normal gravity value computed on the
 LC0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0092.degrees latitude (g = 980.6199 gals.).
 LC0092
 LC0092.The modeled gravity was interpolated from observed gravity values.
 LC0092
 LC0092;                    North         East    Units  Estimated Accuracy
 LC0092;SPC IL E     -   446,080.      326,680.      MT  (+/- 180 meters Scaled)
 LC0092
 LC0092                          SUPERSEDED SURVEY CONTROL
 LC0092
 LC0092  NGVD 29 (??/??/92)  201.321  (m)          660.50   (f) ADJ UNCH    2 0
 LC0092
 LC0092.Superseded values are not recommended for survey control.
 LC0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0092.See file dsdata.txt to determine how the superseded data were derived.
 LC0092
 LC0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL139042(NAD 83)
 LC0092_MARKER: DB = BENCH MARK DISK
 LC0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0092_SP_SET: CULVERT
 LC0092_STAMPING: E 202 1959
 LC0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0092
 LC0092  HISTORY     - Date     Condition        Report By
 LC0092  HISTORY     - 1959     MONUMENTED       CGS
 LC0092
 LC0092                          STATION DESCRIPTION
 LC0092
 LC0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0092'2.6 MI S FROM ONARGA.
 LC0092'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0092'WITH U.S. HIGHWAY 54 IN ONARGA, THENCE 0.5 MILE WEST ALONG A
 LC0092'GRAVEL ROAD, THENCE 1.1 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT
 LC0092'0.05 MILES SOUTH OF THE JUNCTION OF A GRAVEL ROAD WEST, AT
 LC0092'THE JUNCTION OF A DRIVEWAY EAST TO A FARM HOUSE, SET IN THE
 LC0092'TOP OF THE NORTHEAST END OF THE WINGWALL AT THE NORTHEAST CORNER
 LC0092'OF A 6-FOOT CONCRETE BOX CULVERT, 12 FEET EAST OF THE CENTER LINE
 LC0092'OF THE ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY,
 LC0092'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2009 ***********************************************************************
 LB2009  DESIGNATION -  E 203
 LB2009  PID         -  LB2009
 LB2009  STATE/COUNTY-  IL/IROQUOIS
 LB2009  USGS QUAD   -  CLIFTON (1986)
 LB2009
 LB2009                         *CURRENT SURVEY CONTROL
 LB2009  ___________________________________________________________________
 LB2009* NAD 83(1986)-  40 58 53.     (N)    087 54 58.     (W)     SCALED    
 LB2009* NAVD 88     -       194.949  (meters)     639.60   (feet)  ADJUSTED  
 LB2009  ___________________________________________________________________
 LB2009  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LB2009  DYNAMIC HT  -         194.869 (meters)     639.33  (feet)  COMP
 LB2009  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 LB2009
 LB2009  VERT ORDER  -  SECOND    CLASS 0
 LB2009
 LB2009.The horizontal coordinates were scaled from a topographic map and have
 LB2009.an estimated accuracy of +/- 6 seconds.
 LB2009
 LB2009.The orthometric height was determined by differential leveling
 LB2009.and adjusted by the National Geodetic Survey in June 1991..
 LB2009
 LB2009.The geoid height was determined by GEOID03.
 LB2009
 LB2009.The dynamic height is computed by dividing the NAVD 88
 LB2009.geopotential number by the normal gravity value computed on the
 LB2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2009.degrees latitude (g = 980.6199 gals.).
 LB2009
 LB2009.The modeled gravity was interpolated from observed gravity values.
 LB2009
 LB2009;                    North         East    Units  Estimated Accuracy
 LB2009;SPC IL E     -   479,060.      335,110.      MT  (+/- 180 meters Scaled)
 LB2009
 LB2009                          SUPERSEDED SURVEY CONTROL
 LB2009
 LB2009  NGVD 29 (??/??/92)  195.032  (m)          639.87   (f) ADJ UNCH    2 0
 LB2009
 LB2009.Superseded values are not recommended for survey control.
 LB2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2009.See file dsdata.txt to determine how the superseded data were derived.
 LB2009
 LB2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL229370(NAD 83)
 LB2009_MARKER: DB = BENCH MARK DISK
 LB2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB2009_STAMPING: E 203 1959
 LB2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2009+STABILITY: SURFACE MOTION
 LB2009
 LB2009  HISTORY     - Date     Condition        Report By
 LB2009  HISTORY     - 1959     MONUMENTED       CGS
 LB2009
 LB2009                          STATION DESCRIPTION
 LB2009
 LB2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB2009'3.8 MI N FROM CLIFTON.
 LB2009'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 45 (BUSINESS ROUTE)
 LB2009'FROM THE POST OFFICE AT CLIFTON, THENCE 2.9 MILES NORTH ALONG
 LB2009'U.S. HIGHWAY 45, AT A T-FENCE CORNER EAST OF THE HIGHWAY, 157
 LB2009'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A
 LB2009'FENCE, 5 FEET SOUTHWEST OF THE T-FENCE CORNER, 124 FEET EAST
 LB2009'OF THE WEST END THE SOUTHMOST 30-INCH CORRUGATED PIPE CULVET OF A
 LB2009'GROUP OF THREE SIMILAR CULVERTS, 2.6 FEET NORTH-NORTHWEST OF A
 LB2009'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 LB2009'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0313 ***********************************************************************
 LC0313  DESIGNATION -  E 204
 LC0313  PID         -  LC0313
 LC0313  STATE/COUNTY-  IL/PIATT
 LC0313  USGS QUAD   -  MAHOMET (1975)
 LC0313
 LC0313                         *CURRENT SURVEY CONTROL
 LC0313  ___________________________________________________________________
 LC0313* NAD 83(1986)-  40 13 08.     (N)    088 29 14.     (W)     SCALED    
 LC0313* NAVD 88     -       224.668  (meters)     737.10   (feet)  ADJUSTED  
 LC0313  ___________________________________________________________________
 LC0313  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0313  DYNAMIC HT  -         224.558 (meters)     736.74  (feet)  COMP
 LC0313  MODELED GRAV-     980,126.4   (mgal)                       NAVD 88
 LC0313
 LC0313  VERT ORDER  -  SECOND    CLASS 0
 LC0313
 LC0313.The horizontal coordinates were scaled from a topographic map and have
 LC0313.an estimated accuracy of +/- 6 seconds.
 LC0313
 LC0313.The orthometric height was determined by differential leveling
 LC0313.and adjusted by the National Geodetic Survey in June 1991..
 LC0313
 LC0313.The geoid height was determined by GEOID03.
 LC0313
 LC0313.The dynamic height is computed by dividing the NAVD 88
 LC0313.geopotential number by the normal gravity value computed on the
 LC0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0313.degrees latitude (g = 980.6199 gals.).
 LC0313
 LC0313.The modeled gravity was interpolated from observed gravity values.
 LC0313
 LC0313;                    North         East    Units  Estimated Accuracy
 LC0313;SPC IL E     -   394,320.      286,900.      MT  (+/- 180 meters Scaled)
 LC0313
 LC0313                          SUPERSEDED SURVEY CONTROL
 LC0313
 LC0313  NGVD 29 (??/??/92)  224.716  (m)          737.26   (f) ADJ UNCH    2 0
 LC0313
 LC0313.Superseded values are not recommended for survey control.
 LC0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0313.See file dsdata.txt to determine how the superseded data were derived.
 LC0313
 LC0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK734531(NAD 83)
 LC0313_MARKER: DB = BENCH MARK DISK
 LC0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0313_STAMPING: E 204 1959
 LC0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0313+STABILITY: SURFACE MOTION
 LC0313
 LC0313  HISTORY     - Date     Condition        Report By
 LC0313  HISTORY     - 1959     MONUMENTED       CGS
 LC0313  HISTORY     - 1973     GOOD             NGS
 LC0313
 LC0313                          STATION DESCRIPTION
 LC0313
 LC0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0313'1.8 MI NE FROM MANSFIELD.
 LC0313'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 150 FROM THE NEW YORK
 LC0313'CENTRAL RAILROAD STATION AT MANSFIELD, THENCE 0.15 MILE NORTH
 LC0313'ALONG AN OILED ROAD, THENCE 0.8 MILE EAST ALONG A GRAVEL ROAD,
 LC0313'THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.1 MILE SOUTH
 LC0313'OF A GRAVEL ROAD EAST, 27 FEET WEST OF THE CENTER LINE OF THE
 LC0313'ROAD, 1 FOOT EAST OF A FENCE, 18 FEET SOUTH OF THE SOUTH END
 LC0313'OF A BOARD GATE, 38 FEET SOUTH OF THE THIRD TELEPHONE POLE
 LC0313'SOUTH OF THE JUNCTION OF GRAVEL ROAD EAST, 20 FEET SOUTHWEST
 LC0313'OF THE SOUTH END OF A METAL PIPE CULVERT, 1.9 FEET SOUTH OF
 LC0313'A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 LC0313'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0313
 LC0313                          STATION RECOVERY (1973)
 LC0313
 LC0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0049 ***********************************************************************
 KB0049  DESIGNATION -  E 205
 KB0049  PID         -  KB0049
 KB0049  STATE/COUNTY-  IL/CHAMPAIGN
 KB0049  USGS QUAD   -  TOLONO (1983)
 KB0049
 KB0049                         *CURRENT SURVEY CONTROL
 KB0049  ___________________________________________________________________
 KB0049* NAD 83(1986)-  39 57 58.     (N)    088 15 53.     (W)     SCALED    
 KB0049* NAVD 88     -       222.178  (meters)     728.93   (feet)  ADJUSTED  
 KB0049  ___________________________________________________________________
 KB0049  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KB0049  DYNAMIC HT  -         222.065 (meters)     728.56  (feet)  COMP
 KB0049  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 KB0049
 KB0049  VERT ORDER  -  SECOND    CLASS 0
 KB0049
 KB0049.The horizontal coordinates were scaled from a topographic map and have
 KB0049.an estimated accuracy of +/- 6 seconds.
 KB0049
 KB0049.The orthometric height was determined by differential leveling
 KB0049.and adjusted by the National Geodetic Survey in June 1991..
 KB0049
 KB0049.The geoid height was determined by GEOID03.
 KB0049
 KB0049.The dynamic height is computed by dividing the NAVD 88
 KB0049.geopotential number by the normal gravity value computed on the
 KB0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0049.degrees latitude (g = 980.6199 gals.).
 KB0049
 KB0049.The modeled gravity was interpolated from observed gravity values.
 KB0049
 KB0049;                    North         East    Units  Estimated Accuracy
 KB0049;SPC IL E     -   366,240.      305,860.      MT  (+/- 180 meters Scaled)
 KB0049
 KB0049                          SUPERSEDED SURVEY CONTROL
 KB0049
 KB0049  NGVD 29 (??/??/92)  222.229  (m)          729.10   (f) ADJ UNCH    2 0
 KB0049
 KB0049.Superseded values are not recommended for survey control.
 KB0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0049.See file dsdata.txt to determine how the superseded data were derived.
 KB0049
 KB0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK919247(NAD 83)
 KB0049_MARKER: DB = BENCH MARK DISK
 KB0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0049_STAMPING: E 205 1959
 KB0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0049+STABILITY: SURFACE MOTION
 KB0049
 KB0049  HISTORY     - Date     Condition        Report By
 KB0049  HISTORY     - 1959     MONUMENTED       CGS
 KB0049  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 KB0049
 KB0049                          STATION DESCRIPTION
 KB0049
 KB0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0049'1.2 MI S FROM TOLONA.
 KB0049'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0049'WITH THE WABASH RAILROAD IN TOLONA, AT THE JUNCTION OF AN ASPHALT
 KB0049'ROAD WEST AND AN OILED ROAD EAST, 28 FEET EAST OF THE CENTERLINE
 KB0049'OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 KB0049'EAST, 42 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 5 FEET
 KB0049'SOUTH OF A POWER POLE WITH A BRACE POLE, 2.1 FEET NORTH OF A
 KB0049'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 KB0049'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0049
 KB0049                          STATION RECOVERY (2005)
 KB0049
 KB0049'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 KB0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0130 ***********************************************************************
 KB0130  DESIGNATION -  E 206
 KB0130  PID         -  KB0130
 KB0130  STATE/COUNTY-  IL/COLES
 KB0130  USGS QUAD   -  HUMBOLDT (1983)
 KB0130
 KB0130                         *CURRENT SURVEY CONTROL
 KB0130  ___________________________________________________________________
 KB0130* NAD 83(1986)-  39 37 23.     (N)    088 17 49.     (W)     SCALED    
 KB0130* NAVD 88     -       201.591  (meters)     661.39   (feet)  ADJUSTED  
 KB0130  ___________________________________________________________________
 KB0130  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0130  DYNAMIC HT  -         201.479 (meters)     661.02  (feet)  COMP
 KB0130  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KB0130
 KB0130  VERT ORDER  -  SECOND    CLASS 0
 KB0130
 KB0130.The horizontal coordinates were scaled from a topographic map and have
 KB0130.an estimated accuracy of +/- 6 seconds.
 KB0130
 KB0130.The orthometric height was determined by differential leveling
 KB0130.and adjusted by the National Geodetic Survey in June 1991..
 KB0130
 KB0130.The geoid height was determined by GEOID03.
 KB0130
 KB0130.The dynamic height is computed by dividing the NAVD 88
 KB0130.geopotential number by the normal gravity value computed on the
 KB0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0130.degrees latitude (g = 980.6199 gals.).
 KB0130
 KB0130.The modeled gravity was interpolated from observed gravity values.
 KB0130
 KB0130;                    North         East    Units  Estimated Accuracy
 KB0130;SPC IL E     -   328,150.      303,120.      MT  (+/- 180 meters Scaled)
 KB0130
 KB0130                          SUPERSEDED SURVEY CONTROL
 KB0130
 KB0130  NGVD 29 (??/??/92)  201.665  (m)          661.63   (f) ADJ UNCH    2 0
 KB0130
 KB0130.Superseded values are not recommended for survey control.
 KB0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0130.See file dsdata.txt to determine how the superseded data were derived.
 KB0130
 KB0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ886867(NAD 83)
 KB0130_MARKER: DB = BENCH MARK DISK
 KB0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0130_STAMPING: E 206 1959
 KB0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0130+STABILITY: SURFACE MOTION
 KB0130
 KB0130  HISTORY     - Date     Condition        Report By
 KB0130  HISTORY     - 1959     MONUMENTED       CGS
 KB0130  HISTORY     - 1973     GOOD             ILHD
 KB0130  HISTORY     - 20050228 MARK NOT FOUND   ILDT
 KB0130
 KB0130                          STATION DESCRIPTION
 KB0130
 KB0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0130'3 MI NE FROM HUMBOLDT.
 KB0130'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0130'THE STATION AT HUMBOLDT, THENCE 1.0 MILE EAST ALONG A CONCRETE
 KB0130'PAVED ROAD, THENCE 1.6 MILE NORTH ALONG AN OILED ROAD, THENCE
 KB0130'0.3 MILE EAST ALONG AN OILED ROAD, AT A FARM HOUSE SOUTH OF THE
 KB0130'ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 KB0130'SOUTH OF A POWER POLE, 9 1/2 FEET NORTHEAST OF THE EAST END OF
 KB0130'A METAL PIPE CULVERT, 149 FEET WEST OF THE EXTENDED CENTER LINE
 KB0130'OF A FARM DRIVE SOUTH, 1.9 FEET EAST OF A METAL WITNESS POST,
 KB0130'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KB0130'PROJECTING 3 INCHES.  NOTE-- 6 FEET S OF WITNESS POST.
 KB0130
 KB0130                          STATION RECOVERY (1973)
 KB0130
 KB0130'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0130'RECOVERED IN GOOD CONDITION.
 KB0130
 KB0130                          STATION RECOVERY (2005)
 KB0130
 KB0130'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1546 ***********************************************************************
 ME1546  DESIGNATION -  E 207
 ME1546  PID         -  ME1546
 ME1546  STATE/COUNTY-  IL/KANKAKEE
 ME1546  USGS QUAD   -  BRADLEY (1973)
 ME1546
 ME1546                         *CURRENT SURVEY CONTROL
 ME1546  ___________________________________________________________________
 ME1546* NAD 83(1986)-  41 14 31.     (N)    087 51 30.     (W)     SCALED    
 ME1546* NAVD 88     -       206.516  (meters)     677.54   (feet)  ADJUSTED  
 ME1546  ___________________________________________________________________
 ME1546  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 ME1546  DYNAMIC HT  -         206.434 (meters)     677.28  (feet)  COMP
 ME1546  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 ME1546
 ME1546  VERT ORDER  -  SECOND    CLASS 0
 ME1546
 ME1546.The horizontal coordinates were scaled from a topographic map and have
 ME1546.an estimated accuracy of +/- 6 seconds.
 ME1546
 ME1546.The orthometric height was determined by differential leveling
 ME1546.and adjusted by the National Geodetic Survey in June 1991..
 ME1546
 ME1546.The geoid height was determined by GEOID03.
 ME1546
 ME1546.The dynamic height is computed by dividing the NAVD 88
 ME1546.geopotential number by the normal gravity value computed on the
 ME1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1546.degrees latitude (g = 980.6199 gals.).
 ME1546
 ME1546.The modeled gravity was interpolated from observed gravity values.
 ME1546
 ME1546;                    North         East    Units  Estimated Accuracy
 ME1546;SPC IL E     -   508,020.      339,820.      MT  (+/- 180 meters Scaled)
 ME1546
 ME1546                          SUPERSEDED SURVEY CONTROL
 ME1546
 ME1546  NGVD 29 (??/??/92)  206.609  (m)          677.85   (f) ADJ UNCH    2 0
 ME1546
 ME1546.Superseded values are not recommended for survey control.
 ME1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1546.See file dsdata.txt to determine how the superseded data were derived.
 ME1546
 ME1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL280659(NAD 83)
 ME1546_MARKER: DB = BENCH MARK DISK
 ME1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1546_STAMPING: E 207 1959
 ME1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1546+STABILITY: SURFACE MOTION
 ME1546
 ME1546  HISTORY     - Date     Condition        Report By
 ME1546  HISTORY     - 1959     MONUMENTED       CGS
 ME1546  HISTORY     - 1989     GOOD             USPSQD
 ME1546
 ME1546                          STATION DESCRIPTION
 ME1546
 ME1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1546'1.8 MI SW FROM MANTENO.
 ME1546'ABOUT 1.15 MILES WEST ALONG DIVISION STREET AND ITS EXTENSION
 ME1546'(DESELMO-MANTENO ROAD) FROM ITS JUNCTION WITH MAIN STREET,
 ME1546'THENCE 0.6 MILES SOUTH ALONG A GRAVEL ROAD, ACROSS THE ROAD FROM
 ME1546'THE HANGERS OF THE MANTENO AIRPORT, NEAR A DRIVEWAY WEST TO TWO
 ME1546'WHITE HOUSES, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2
 ME1546'FEET EAST OF A FENCE, 33 1/2 FEET NORTHEAST OF THE NORTHEAST
 ME1546'CORNER OF A WHITE HOUSE, 97 FEET NORTH OF THE CENTER LINE OF THE
 ME1546'DRIVEWAY, 3 1/2 FEET NORTH OF A T-FENCE CORNER, 2.3 FEET SOUTH
 ME1546'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 ME1546'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ME1546
 ME1546                          STATION RECOVERY (1989)
 ME1546
 ME1546'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 ME1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0339 ***********************************************************************
 KB0339  DESIGNATION -  E 209
 KB0339  PID         -  KB0339
 KB0339  STATE/COUNTY-  IL/SHELBY
 KB0339  USGS QUAD   -  TEUTOPOLIS (1985)
 KB0339
 KB0339                         *CURRENT SURVEY CONTROL
 KB0339  ___________________________________________________________________
 KB0339* NAD 83(1986)-  39 14 17.     (N)    088 28 46.     (W)     SCALED    
 KB0339* NAVD 88     -       195.818  (meters)     642.45   (feet)  ADJUSTED  
 KB0339  ___________________________________________________________________
 KB0339  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KB0339  DYNAMIC HT  -         195.702 (meters)     642.07  (feet)  COMP
 KB0339  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 KB0339
 KB0339  VERT ORDER  -  SECOND    CLASS 0
 KB0339
 KB0339.The horizontal coordinates were scaled from a topographic map and have
 KB0339.an estimated accuracy of +/- 6 seconds.
 KB0339
 KB0339.The orthometric height was determined by differential leveling
 KB0339.and adjusted by the National Geodetic Survey in June 1991..
 KB0339
 KB0339.The geoid height was determined by GEOID03.
 KB0339
 KB0339.The dynamic height is computed by dividing the NAVD 88
 KB0339.geopotential number by the normal gravity value computed on the
 KB0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0339.degrees latitude (g = 980.6199 gals.).
 KB0339
 KB0339.The modeled gravity was interpolated from observed gravity values.
 KB0339
 KB0339;                    North         East    Units  Estimated Accuracy
 KB0339;SPC IL E     -   285,420.      287,390.      MT  (+/- 180 meters Scaled)
 KB0339
 KB0339                          SUPERSEDED SURVEY CONTROL
 KB0339
 KB0339  NGVD 29 (??/??/92)  195.898  (m)          642.71   (f) ADJ UNCH    2 0
 KB0339
 KB0339.Superseded values are not recommended for survey control.
 KB0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0339.See file dsdata.txt to determine how the superseded data were derived.
 KB0339
 KB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ723442(NAD 83)
 KB0339_MARKER: DB = BENCH MARK DISK
 KB0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0339_STAMPING: E 209 1959
 KB0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0339+STABILITY: SURFACE MOTION
 KB0339
 KB0339  HISTORY     - Date     Condition        Report By
 KB0339  HISTORY     - 1959     MONUMENTED       CGS
 KB0339  HISTORY     - 1973     GOOD             NGS
 KB0339  HISTORY     - 20041119 MARK NOT FOUND   ILDT
 KB0339
 KB0339                          STATION DESCRIPTION
 KB0339
 KB0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0339'2 MI NE FROM SIGEL.
 KB0339'ABOUT 1.25 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0339'AT SIGEL, THENCE 0.4 MILE EAST ALONG AN ASPHALT ROAD, THENCE
 KB0339'0.4 MILE SOUTH ALONG AN ASPHALT ROAD, AT A DRIVEWAY EAST TO A
 KB0339'FARM HOUSE, 19 FEET EAST OF THE CENTER LINE OF THE ROAD, 31 FEET
 KB0339'SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 1 1/2 FEET WEST OF A
 KB0339'FENCE, 12 1/2 FEET SOUTH OF A FENCE CORNER, 6 1/2 FEET NORTH OF
 KB0339'A TELEPHONE POLE, 2.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 KB0339'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 KB0339'POST PROJECTING 4 INCHES.
 KB0339
 KB0339                          STATION RECOVERY (1973)
 KB0339
 KB0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0339'RECOVERED IN GOOD CONDITION.
 KB0339
 KB0339                          STATION RECOVERY (2004)
 KB0339
 KB0339'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1271 ***********************************************************************
 MF1271  DESIGNATION -  E 21 RESET 1978
 MF1271  PID         -  MF1271
 MF1271  STATE/COUNTY-  IL/LIVINGSTON
 MF1271  USGS QUAD   -  DWIGHT (1983)
 MF1271
 MF1271                         *CURRENT SURVEY CONTROL
 MF1271  ___________________________________________________________________
 MF1271* NAD 83(1986)-  41 01 18.     (N)    088 25 02.     (W)     SCALED    
 MF1271* NAVD 88     -       202.79   (+/-2cm)     665.3    (feet)  VERTCON   
 MF1271  ___________________________________________________________________
 MF1271  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MF1271
 MF1271  VERT ORDER  -  THIRD (See Below)
 MF1271
 MF1271.The horizontal coordinates were scaled from a topographic map and have
 MF1271.an estimated accuracy of +/- 6 seconds.
 MF1271
 MF1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1271.The vertical order pertains to the NGVD 29 superseded value.
 MF1271
 MF1271.The geoid height was determined by GEOID03.
 MF1271
 MF1271;                    North         East    Units  Estimated Accuracy
 MF1271;SPC IL E     -   483,450.      292,940.      MT  (+/- 180 meters Scaled)
 MF1271
 MF1271                          SUPERSEDED SURVEY CONTROL
 MF1271
 MF1271  NGVD 29 (03/28/06)  202.86   (m)          665.5    (f) RESET       3  
 MF1271
 MF1271.Superseded values are not recommended for survey control.
 MF1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1271.See file dsdata.txt to determine how the superseded data were derived.
 MF1271
 MF1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL808421(NAD 83)
 MF1271_MARKER: DB = BENCH MARK DISK
 MF1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1271_STAMPING: E 21 RESET 1978
 MF1271_PROJECTION: FLUSH
 MF1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1271+STABILITY: SURFACE MOTION
 MF1271
 MF1271  HISTORY     - Date     Condition        Report By
 MF1271  HISTORY     - 1978     MONUMENTED       NGS
 MF1271
 MF1271                          STATION DESCRIPTION
 MF1271
 MF1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 MF1271'4.9 MI SOUTH FROM DWIGHT.
 MF1271'4.9 MILES SOUTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH STATE
 MF1271'HIGHWAY 17 IN DWIGHT, 419 FEET NORTH OF CAMPUS ROAD, 39 FEET WEST OF
 MF1271'CENTERLINE OF HIGHWAY 47, AND 1.5 FEET SOUTH OF POWER POLE.
 MF1271'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 MF1271'THE MARK IS ABOVE LEVEL WITH HIGHWAY 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1586 ***********************************************************************
 KB1586  DESIGNATION -  E 210 RESET
 KB1586  PID         -  KB1586
 KB1586  STATE/COUNTY-  IL/CUMBERLAND
 KB1586  USGS QUAD   -  WOODBURY (1985)
 KB1586
 KB1586                         *CURRENT SURVEY CONTROL
 KB1586  ___________________________________________________________________
 KB1586* NAD 83(1986)-  39 12 02.     (N)    088 16 47.     (W)     SCALED    
 KB1586* NAVD 88     -       163.19   (meters)     535.4    (feet)  RESET     
 KB1586  ___________________________________________________________________
 KB1586  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB1586
 KB1586  VERT ORDER  -  THIRD
 KB1586
 KB1586.The horizontal coordinates were scaled from a topographic map and have
 KB1586.an estimated accuracy of +/- 6 seconds.
 KB1586
 KB1586.The orthometric height was computed from unverified reset data.
 KB1586.No vertical observational check was made to the station.
 KB1586
 KB1586.The geoid height was determined by GEOID03.
 KB1586
 KB1586;                    North         East    Units  Estimated Accuracy
 KB1586;SPC IL E     -   281,240.      304,630.      MT  (+/- 180 meters Scaled)
 KB1586
 KB1586                          SUPERSEDED SURVEY CONTROL
 KB1586
 KB1586  NGVD 29 (03/28/06)  163.26   (m)          535.6    (f) RESET       3  
 KB1586
 KB1586.Superseded values are not recommended for survey control.
 KB1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1586.See file dsdata.txt to determine how the superseded data were derived.
 KB1586
 KB1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ894398(NAD 83)
 KB1586_MARKER: DV = VERTICAL CONTROL DISK
 KB1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1586_SP_SET: CONCRETE POST
 KB1586_STAMPING: E 210 RESET 1992
 KB1586_MARK LOGO: NGS   
 KB1586_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1586+STABILITY: SURFACE MOTION
 KB1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1586+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 KB1586
 KB1586  HISTORY     - Date     Condition        Report By
 KB1586  HISTORY     - 1992     MONUMENTED       NGS
 KB1586  HISTORY     - 20050217 GOOD             ILDT
 KB1586
 KB1586                          STATION DESCRIPTION
 KB1586
 KB1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KB1586'FROM THE POST OFFICE AT JEWETT, ABOUT 1.2 MI (1.9 KM) WEST ALONG A
 KB1586'PAVED ROAD TO ITS JUNCTION WITH U.S. HIGHWAY 40, THENCE 0.9 MI
 KB1586'(1.4 KM) WEST ON ROUTE 40 TO THE MARK ON THE NORTH SIDE OF THE
 KB1586'HIGHWAY, APPROXIMATELY 128 M (419.9 FT) WEST OF THE WEST END OF THE
 KB1586'BRIDGE OVER COTTONWOOD CREEK, 7.2 M (23.6 FT) NORTH OF THE CENTERLINE
 KB1586'OF ROUTE 40, 25.9 M (85.0 FT) EAST OF THE WEST END OF THE NORTH
 KB1586'GUARDRAIL, 15.8 M (51.8 FT) EAST OF HIGHWAY STATION 421 + 00, 0.9 M
 KB1586'(3.0 FT) NORTH OF THE GUARDRAIL, 0.3 M (1.0 FT) NORTH OF A FIBERGLASS
 KB1586'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH
 KB1586'WITH THE GROUND.
 KB1586
 KB1586                          STATION RECOVERY (2005)
 KB1586
 KB1586'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1413 ***********************************************************************
 KA1413  DESIGNATION -  E 211
 KA1413  PID         -  KA1413
 KA1413  STATE/COUNTY-  IL/CLARK
 KA1413  USGS QUAD   -  CASEY (1984)
 KA1413
 KA1413                         *CURRENT SURVEY CONTROL
 KA1413  ___________________________________________________________________
 KA1413* NAD 83(1986)-  39 20 28.     (N)    087 52 30.     (W)     SCALED    
 KA1413* NAVD 88     -       186.109  (meters)     610.59   (feet)  ADJUSTED  
 KA1413  ___________________________________________________________________
 KA1413  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1413  DYNAMIC HT  -         186.002 (meters)     610.24  (feet)  COMP
 KA1413  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 KA1413
 KA1413  VERT ORDER  -  SECOND    CLASS 0
 KA1413
 KA1413.The horizontal coordinates were scaled from a topographic map and have
 KA1413.an estimated accuracy of +/- 6 seconds.
 KA1413
 KA1413.The orthometric height was determined by differential leveling
 KA1413.and adjusted by the National Geodetic Survey in June 1991..
 KA1413
 KA1413.The geoid height was determined by GEOID03.
 KA1413
 KA1413.The dynamic height is computed by dividing the NAVD 88
 KA1413.geopotential number by the normal gravity value computed on the
 KA1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1413.degrees latitude (g = 980.6199 gals.).
 KA1413
 KA1413.The modeled gravity was interpolated from observed gravity values.
 KA1413
 KA1413;                    North         East    Units  Estimated Accuracy
 KA1413;SPC IL E     -   296,950.      339,510.      MT  (+/- 180 meters Scaled)
 KA1413
 KA1413                          SUPERSEDED SURVEY CONTROL
 KA1413
 KA1413  NGVD 29 (??/??/92)  186.180  (m)          610.83   (f) ADJ UNCH    2 0
 KA1413
 KA1413.Superseded values are not recommended for survey control.
 KA1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1413.See file dsdata.txt to determine how the superseded data were derived.
 KA1413
 KA1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ245549(NAD 83)
 KA1413_MARKER: DB = BENCH MARK DISK
 KA1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1413_STAMPING: E 211 1959
 KA1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1413+STABILITY: SURFACE MOTION
 KA1413
 KA1413  HISTORY     - Date     Condition        Report By
 KA1413  HISTORY     - 1959     MONUMENTED       CGS
 KA1413  HISTORY     - 1960     GOOD             NGS
 KA1413  HISTORY     - 19970805 GOOD             USPSQD
 KA1413
 KA1413                          STATION DESCRIPTION
 KA1413
 KA1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1413'0.6 MI SE FROM MARTINSVILLE.
 KA1413'0.2 MILES SOUTH ALONG CLEONE ROAD FROM ITS JUNCTION WITH U.S.
 KA1413'HIGHWAY 40 IN THE NORTH PART OF MARTINSVILLE, THENCE 0.35 MILES
 KA1413'EAST ALONG DEAHL STREET, AT THE SOUTHEAST CORNER OF THE CEMETERY,
 KA1413'22 FEET NORTH OF THE CENTER LINE OF THE STREET, 9 FEET EAST OF
 KA1413'THE CENTER LINE OF THE EASTMOST ENTRANCE DRIVE TO THE CEMETERY,
 KA1413'1 1/2 FEET EAST OF A FENCE AND A TELEPHONE POLE, 2.5 FEET SOUTH OF
 KA1413'A WITNESS POST, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF
 KA1413'A CONCRETE POST PROJECTING 3 INCHES.
 KA1413
 KA1413                          STATION RECOVERY (1997)
 KA1413
 KA1413'RECOVERY NOTE BY US POWER SQUADRON 1997
 KA1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0949 ***********************************************************************
 JB0949  DESIGNATION -  E 212
 JB0949  PID         -  JB0949
 JB0949  STATE/COUNTY-  IL/BOND
 JB0949  USGS QUAD   -  MULBERRY GROVE (1980)
 JB0949
 JB0949                         *CURRENT SURVEY CONTROL
 JB0949  ___________________________________________________________________
 JB0949* NAD 83(1986)-  38 55 14.     (N)    089 16 07.     (W)     SCALED    
 JB0949* NAVD 88     -       171.989  (meters)     564.27   (feet)  ADJUSTED  
 JB0949  ___________________________________________________________________
 JB0949  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JB0949  DYNAMIC HT  -         171.883 (meters)     563.92  (feet)  COMP
 JB0949  MODELED GRAV-     980,007.2   (mgal)                       NAVD 88
 JB0949
 JB0949  VERT ORDER  -  SECOND    CLASS 0
 JB0949
 JB0949.The horizontal coordinates were scaled from a topographic map and have
 JB0949.an estimated accuracy of +/- 6 seconds.
 JB0949
 JB0949.The orthometric height was determined by differential leveling
 JB0949.and adjusted by the National Geodetic Survey in June 1991..
 JB0949
 JB0949.The geoid height was determined by GEOID03.
 JB0949
 JB0949.The dynamic height is computed by dividing the NAVD 88
 JB0949.geopotential number by the normal gravity value computed on the
 JB0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0949.degrees latitude (g = 980.6199 gals.).
 JB0949
 JB0949.The modeled gravity was interpolated from observed gravity values.
 JB0949
 JB0949;                    North         East    Units  Estimated Accuracy
 JB0949;SPC IL W     -   250,530.      777,880.      MT  (+/- 180 meters Scaled)
 JB0949
 JB0949                          SUPERSEDED SURVEY CONTROL
 JB0949
 JB0949  NGVD 29 (??/??/92)  172.115  (m)          564.68   (f) ADJ UNCH    2 0
 JB0949
 JB0949.Superseded values are not recommended for survey control.
 JB0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0949.See file dsdata.txt to determine how the superseded data were derived.
 JB0949
 JB0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ033104(NAD 83)
 JB0949_MARKER: DB = BENCH MARK DISK
 JB0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0949_STAMPING: E 212 1960
 JB0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0949+STABILITY: SURFACE MOTION
 JB0949
 JB0949  HISTORY     - Date     Condition        Report By
 JB0949  HISTORY     - 1960     MONUMENTED       CGS
 JB0949
 JB0949                          STATION DESCRIPTION
 JB0949
 JB0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0949'0.2 MI N FROM MULBERRY GROVE.
 JB0949'ABOUT 0.15 MILE NORTH ALONG SOUTH MAPLE STREET FROM ITS JUNCTION
 JB0949'WITH U.S. HIGHWAY 40 IN MULBERRY GROVE, AT THE JUNCITON OF SOUTH
 JB0949'STREET, ABOUT 0.1 MILE SOUTH OF THE CROSSING OF THE PENNSYLVANIA
 JB0949'RAILROAD, 29 FEET WEST OF THE CENTER LINE OF SOUTH MAPLE STREET,
 JB0949'7 FEET SOUTH OF THE EXTENDED CENTER LINE OF SOUTH STREET, 30 FEET
 JB0949'SOUTHWEST OF THE CENTER OF THE JUNCTION, 2 1/2 FEET SOUTHWEST OF
 JB0949'A POWER POLE, 48 FEET SOUTH OF THE CENTER LINE OF A DRIVE LEADING
 JB0949'WEST, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JB0949'THE STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JB0949'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7265 ***********************************************************************
 AB7265  DESIGNATION -  E 213 RESET
 AB7265  PID         -  AB7265
 AB7265  STATE/COUNTY-  IL/CLINTON
 AB7265  USGS QUAD   -  ST ROSE (1962)
 AB7265
 AB7265                         *CURRENT SURVEY CONTROL
 AB7265  ___________________________________________________________________
 AB7265* NAD 83(1986)-  38 43 44.     (N)    089 35 47.     (W)     SCALED    
 AB7265* NAVD 88     -       154.32   (meters)     506.3    (feet)  RESET     
 AB7265  ___________________________________________________________________
 AB7265  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 AB7265
 AB7265  VERT ORDER  -  THIRD
 AB7265
 AB7265.The horizontal coordinates were scaled from a topographic map and have
 AB7265.an estimated accuracy of +/- 6 seconds.
 AB7265
 AB7265.The orthometric height was computed from unverified reset data.
 AB7265
 AB7265.The geoid height was determined by GEOID03.
 AB7265
 AB7265;                    North         East    Units  Estimated Accuracy
 AB7265;SPC IL W     -   229,030.      749,590.      MT  (+/- 180 meters Scaled)
 AB7265
 AB7265                          SUPERSEDED SURVEY CONTROL
 AB7265
 AB7265.No superseded survey control is available for this station.
 AB7265
 AB7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH743898(NAD 83)
 AB7265_MARKER: DV = VERTICAL CONTROL DISK
 AB7265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7265_STAMPING: E 213 RESET 1995
 AB7265_MARK LOGO: NGS   
 AB7265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7265+STABILITY: SURFACE MOTION
 AB7265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7265+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7265
 AB7265  HISTORY     - Date     Condition        Report By
 AB7265  HISTORY     - 1995     MONUMENTED       NGS
 AB7265
 AB7265                          STATION DESCRIPTION
 AB7265
 AB7265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RKB)
 AB7265'STATION CAN BE REACHED FROM THE SOUTHEAST CORNER OF THE CITY PARK IN
 AB7265'HIGHLAND BY GOING EAST ON BROADWAY STREET, WHICH BECOMES ST.  ROSE
 AB7265'ROAD AT THE EAST EDGE OF HIGHLAND, FOR 4.6 MI (7.4 KM) TO COUNTY ROAD
 AB7265'600E (BAUMAN ROAD) AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 AB7265'INTERSECTION, 33.0 M (108.3 FT) EAST OF COUNTY ROAD 600E, 11.7 M (38.4
 AB7265'FT) NORTH OF COUNTY ROAD 2100N (ST.  ROSE ROAD) , 24.2 M (79.4 FT)
 AB7265'EAST SOUTHEAST OF A POWER POLE, 40.7 M (133.5 FT) WEST SOUTHWEST OF A
 AB7265'POWER POLE, 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST, SET
 AB7265'FLUSH WITH THE GROUND IN A ROUND CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0746 ***********************************************************************
 JB0746  DESIGNATION -  E 214
 JB0746  PID         -  JB0746
 JB0746  STATE/COUNTY-  IL/FAYETTE
 JB0746  USGS QUAD   -  EDGEWOOD (1985)
 JB0746
 JB0746                         *CURRENT SURVEY CONTROL
 JB0746  ___________________________________________________________________
 JB0746* NAD 83(1986)-  38 54 10.     (N)    088 42 51.     (W)     SCALED    
 JB0746* NAVD 88     -       173.648  (meters)     569.71   (feet)  ADJUSTED  
 JB0746  ___________________________________________________________________
 JB0746  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JB0746  DYNAMIC HT  -         173.541 (meters)     569.36  (feet)  COMP
 JB0746  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 JB0746
 JB0746  VERT ORDER  -  SECOND    CLASS 0
 JB0746
 JB0746.The horizontal coordinates were scaled from a topographic map and have
 JB0746.an estimated accuracy of +/- 6 seconds.
 JB0746
 JB0746.The orthometric height was determined by differential leveling
 JB0746.and adjusted by the National Geodetic Survey in June 1991..
 JB0746
 JB0746.The geoid height was determined by GEOID03.
 JB0746
 JB0746.The dynamic height is computed by dividing the NAVD 88
 JB0746.geopotential number by the normal gravity value computed on the
 JB0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0746.degrees latitude (g = 980.6199 gals.).
 JB0746
 JB0746.The modeled gravity was interpolated from observed gravity values.
 JB0746
 JB0746;                    North         East    Units  Estimated Accuracy
 JB0746;SPC IL E     -   248,250.      266,970.      MT  (+/- 180 meters Scaled)
 JB0746
 JB0746                          SUPERSEDED SURVEY CONTROL
 JB0746
 JB0746  NGVD 29 (??/??/92)  173.748  (m)          570.04   (f) ADJ UNCH    2 0
 JB0746
 JB0746.Superseded values are not recommended for survey control.
 JB0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0746.See file dsdata.txt to determine how the superseded data were derived.
 JB0746
 JB0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ513073(NAD 83)
 JB0746_MARKER: DB = BENCH MARK DISK
 JB0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0746_STAMPING: E 214 1960
 JB0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0746+STABILITY: SURFACE MOTION
 JB0746
 JB0746  HISTORY     - Date     Condition        Report By
 JB0746  HISTORY     - 1960     MONUMENTED       CGS
 JB0746
 JB0746                          STATION DESCRIPTION
 JB0746
 JB0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0746'2.4 MI N FROM LA CLEDE.
 JB0746'ABOUT 0.35 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JB0746'AT LA CLEDE, THENCE 1.6 MILES NORTH ALONG A GRAVEL AND DIRT
 JB0746'ROAD, THENCE 0.5 MILE EAST ALONG A DIRT ROAD, AT A FENCE CORNER
 JB0746'SOUTH OF THE ROAD, ABOUT 0.15 MILE EAST OF THE JUNCTION OF A
 JB0746'DIRT ROAD NORTH, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JB0746'1 FOOT NORTH OF A FENCE, 4 1/2 FEET WEST OF A FENCE CORNER AND
 JB0746'THE WEST GATE POST OF A WIRE GATE, 12 FEET WEST OF THE CENTER
 JB0746'LINE OF A DRIVE SOUTH TO A PASTURE, 1.7 FEET WEST OF A METAL
 JB0746'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JB0746'CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE MARK MAY BE REACHED
 JB0746'FROM EDGEWOOD, EFFINGHAM COUNTY, BY GOING 0.5 MILE SOUTHWEST ALONG
 JB0746'STATE HIGHWAY 37 FROM ITS JUNCTION WITH THE BALTIMORE AND OHIO
 JB0746'RAILROAD, THENCE 1.95 MILES WEST ALONG A DIRT ROAD, THENCE 1.0
 JB0746'MILE SOUTH AND WEST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0642 ***********************************************************************
 JB0642  DESIGNATION -  E 215
 JB0642  PID         -  JB0642
 JB0642  STATE/COUNTY-  IL/MARION
 JB0642  USGS QUAD   -  SALEM SOUTH (1978)
 JB0642
 JB0642                         *CURRENT SURVEY CONTROL
 JB0642  ___________________________________________________________________
 JB0642* NAD 83(1986)-  38 35 14.     (N)    088 56 58.     (W)     SCALED    
 JB0642* NAVD 88     -       151.717  (meters)     497.76   (feet)  ADJUSTED  
 JB0642  ___________________________________________________________________
 JB0642  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JB0642  DYNAMIC HT  -         151.620 (meters)     497.44  (feet)  COMP
 JB0642  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 JB0642
 JB0642  VERT ORDER  -  SECOND    CLASS 0
 JB0642
 JB0642.The horizontal coordinates were scaled from a topographic map and have
 JB0642.an estimated accuracy of +/- 6 seconds.
 JB0642
 JB0642.The orthometric height was determined by differential leveling
 JB0642.and adjusted by the National Geodetic Survey in June 1991..
 JB0642
 JB0642.The geoid height was determined by GEOID03.
 JB0642
 JB0642.The dynamic height is computed by dividing the NAVD 88
 JB0642.geopotential number by the normal gravity value computed on the
 JB0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0642.degrees latitude (g = 980.6199 gals.).
 JB0642
 JB0642.The modeled gravity was interpolated from observed gravity values.
 JB0642
 JB0642;                    North         East    Units  Estimated Accuracy
 JB0642;SPC IL E     -   213,340.      246,320.      MT  (+/- 180 meters Scaled)
 JB0642
 JB0642                          SUPERSEDED SURVEY CONTROL
 JB0642
 JB0642  NGVD 29 (??/??/92)  151.825  (m)          498.11   (f) ADJ UNCH    2 0
 JB0642
 JB0642.Superseded values are not recommended for survey control.
 JB0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0642.See file dsdata.txt to determine how the superseded data were derived.
 JB0642
 JB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH302727(NAD 83)
 JB0642_MARKER: DB = BENCH MARK DISK
 JB0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0642_SP_SET: CURB
 JB0642_STAMPING: E 215 1960
 JB0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0642
 JB0642  HISTORY     - Date     Condition        Report By
 JB0642  HISTORY     - 1960     MONUMENTED       CGS
 JB0642
 JB0642                          STATION DESCRIPTION
 JB0642
 JB0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0642'3.4 MI S FROM SALEM.
 JB0642'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0642'IN SALEM, THENCE 0.5 MILE WEST ALONG AN OILED ROAD, THENCE 1.35
 JB0642'MILE SOUTH ALONG AN OILED ROAD, SET IN THE TOP OF THE SOUTH END
 JB0642'OF THE WEST CURB OF A 150-FOOT CONCRETE BRIDGE, 12 FEET WEST OF
 JB0642'THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF THE SOUTH END
 JB0642'OF THE CONCRETE CURB, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JB0642'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0371 ***********************************************************************
 JB0371  DESIGNATION -  E 216
 JB0371  PID         -  JB0371
 JB0371  STATE/COUNTY-  IL/JEFFERSON
 JB0371  USGS QUAD   -  MOUNT VERNON (1978)
 JB0371
 JB0371                         *CURRENT SURVEY CONTROL
 JB0371  ___________________________________________________________________
 JB0371* NAD 83(1986)-  38 15 12.     (N)    088 55 46.     (W)     SCALED    
 JB0371* NAVD 88     -       145.114  (meters)     476.09   (feet)  ADJUSTED  
 JB0371  ___________________________________________________________________
 JB0371  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 JB0371  DYNAMIC HT  -         145.020 (meters)     475.79  (feet)  COMP
 JB0371  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 JB0371
 JB0371  VERT ORDER  -  SECOND    CLASS 0
 JB0371
 JB0371.The horizontal coordinates were scaled from a topographic map and have
 JB0371.an estimated accuracy of +/- 6 seconds.
 JB0371
 JB0371.The orthometric height was determined by differential leveling
 JB0371.and adjusted by the National Geodetic Survey in June 1991..
 JB0371
 JB0371.The geoid height was determined by GEOID03.
 JB0371
 JB0371.The dynamic height is computed by dividing the NAVD 88
 JB0371.geopotential number by the normal gravity value computed on the
 JB0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0371.degrees latitude (g = 980.6199 gals.).
 JB0371
 JB0371.The modeled gravity was interpolated from observed gravity values.
 JB0371
 JB0371;                    North         East    Units  Estimated Accuracy
 JB0371;SPC IL E     -   176,260.      247,820.      MT  (+/- 180 meters Scaled)
 JB0371
 JB0371                          SUPERSEDED SURVEY CONTROL
 JB0371
 JB0371  NGVD 29 (??/??/92)  145.222  (m)          476.45   (f) ADJ UNCH    2 0
 JB0371
 JB0371.Superseded values are not recommended for survey control.
 JB0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0371.See file dsdata.txt to determine how the superseded data were derived.
 JB0371
 JB0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH311356(NAD 83)
 JB0371_MARKER: DB = BENCH MARK DISK
 JB0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0371_STAMPING: E 216 1960
 JB0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0371+STABILITY: SURFACE MOTION
 JB0371
 JB0371  HISTORY     - Date     Condition        Report By
 JB0371  HISTORY     - 1960     MONUMENTED       CGS
 JB0371
 JB0371                          STATION DESCRIPTION
 JB0371
 JB0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0371'5.2 MI S FROM MT VERNON.
 JB0371'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0371'HOUSE AT MT. VERNON, THENCE 1.75 MILES SOUTHWEST ALONG STATE
 JB0371'HIGHWAY 148, THENCE 2.25 MILES SOUTH ALONG AN OILED ROAD, AT THE
 JB0371'JUNCTION OF AN OILED ROAD WEST, 23 FEET EAST OF THE CENTER LINE
 JB0371'OF THE ROAD, 29 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 JB0371'ROAD WEST, 38 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 3
 JB0371'FEET SOUTH OF TELEPHONE POLE NUMBER 102, 1 FOOT WEST OF A FENCE,
 JB0371'2.0 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 JB0371'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0371'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0939 ***********************************************************************
 HB0939  DESIGNATION -  E 217 RESET
 HB0939  PID         -  HB0939
 HB0939  STATE/COUNTY-  IL/PULASKI
 HB0939  USGS QUAD   -  DONGOLA (1996)
 HB0939
 HB0939                         *CURRENT SURVEY CONTROL
 HB0939  ___________________________________________________________________
 HB0939* NAD 83(1986)-  37 15 53.     (N)    089 08 55.     (W)     SCALED    
 HB0939* NAVD 88     -       103.34   (+/-2cm)     339.0    (feet)  VERTCON   
 HB0939  ___________________________________________________________________
 HB0939  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HB0939
 HB0939  VERT ORDER  -  ? (See Below)
 HB0939
 HB0939.The horizontal coordinates were scaled from a topographic map and have
 HB0939.an estimated accuracy of +/- 6 seconds.
 HB0939
 HB0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0939.The vertical order pertains to the NGVD 29 superseded value.
 HB0939
 HB0939.The geoid height was determined by GEOID03.
 HB0939
 HB0939;                    North         East    Units  Estimated Accuracy
 HB0939;SPC IL W     -    66,850.      790,300.      MT  (+/- 180 meters Scaled)
 HB0939
 HB0939                          SUPERSEDED SURVEY CONTROL
 HB0939
 HB0939  NGVD 29 (??/??/??)  103.293  (m)          338.89   (f) ADJUSTED    ?  
 HB0939
 HB0939.Superseded values are not recommended for survey control.
 HB0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0939.See file dsdata.txt to determine how the superseded data were derived.
 HB0939
 HB0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG094264(NAD 83)
 HB0939_MARKER: DD = SURVEY DISK
 HB0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0939_STAMPING: E 217 RESET 1964
 HB0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0939+STABILITY: SURFACE MOTION
 HB0939
 HB0939  HISTORY     - Date     Condition        Report By
 HB0939  HISTORY     - 1964     MONUMENTED       ILHD
 HB0939  HISTORY     - 1965     GOOD             CGS
 HB0939
 HB0939                          STATION DESCRIPTION
 HB0939
 HB0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HB0939'2.3 MI SE FROM ULLIN.
 HB0939'FROM THE JUNCTION OF ROUTE F.A.I. 57 AND F.A.S. 938 (APPROX. 1.5
 HB0939'MILES SOUTHEAST OF ULLIN) GO EAST 800 FEET ON F.A.S. 938 TO A
 HB0939'JUNCTION WITH A CRUSHED STONE ROAD, THENCE SOUTH ALONG THIS
 HB0939'CRUSHED STONE ROAD FOR 0.8 MILES TO AN INTERSECTION WITH A
 HB0939'DRIVEWAY TO THE EAST.  THIS MARKER IS SET IN THE SOUTHEAST
 HB0939'QUADRANT OF THIS INTERSECTION, 48 FEET EAST OF THE NORTH-SOUTH
 HB0939'CENTERLINE AND 51 FEET SOUTH OF THE EAST-WEST CENTERLINE, 2 FEET
 HB0939'SOUTH OF A METAL WITNESS POST AND SET IN A 12 INCH SQUARE CONCRETE
 HB0939'POST PROJECTING 1 INCH ABOVE THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1419 ***********************************************************************
 JB1419  DESIGNATION -  E 218
 JB1419  PID         -  JB1419
 JB1419  STATE/COUNTY-  IL/MADISON
 JB1419  USGS QUAD   -  WORDEN (1991)
 JB1419
 JB1419                         *CURRENT SURVEY CONTROL
 JB1419  ___________________________________________________________________
 JB1419* NAD 83(1986)-  38 59 00.     (N)    089 47 19.     (W)     SCALED    
 JB1419* NAVD 88     -       183.670  (meters)     602.59   (feet)  ADJUSTED  
 JB1419  ___________________________________________________________________
 JB1419  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JB1419  DYNAMIC HT  -         183.561 (meters)     602.23  (feet)  COMP
 JB1419  MODELED GRAV-     980,033.3   (mgal)                       NAVD 88
 JB1419
 JB1419  VERT ORDER  -  SECOND    CLASS 0
 JB1419
 JB1419.The horizontal coordinates were scaled from a topographic map and have
 JB1419.an estimated accuracy of +/- 6 seconds.
 JB1419
 JB1419.The orthometric height was determined by differential leveling
 JB1419.and adjusted by the National Geodetic Survey in June 1991..
 JB1419
 JB1419.The geoid height was determined by GEOID03.
 JB1419
 JB1419.The dynamic height is computed by dividing the NAVD 88
 JB1419.geopotential number by the normal gravity value computed on the
 JB1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1419.degrees latitude (g = 980.6199 gals.).
 JB1419
 JB1419.The modeled gravity was interpolated from observed gravity values.
 JB1419
 JB1419;                    North         East    Units  Estimated Accuracy
 JB1419;SPC IL W     -   257,190.      732,760.      MT  (+/- 180 meters Scaled)
 JB1419
 JB1419                          SUPERSEDED SURVEY CONTROL
 JB1419
 JB1419  NGVD 29 (??/??/92)  183.788  (m)          602.98   (f) ADJ UNCH    2 0
 JB1419
 JB1419.Superseded values are not recommended for survey control.
 JB1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1419.See file dsdata.txt to determine how the superseded data were derived.
 JB1419
 JB1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ584186(NAD 83)
 JB1419_MARKER: DB = BENCH MARK DISK
 JB1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1419_SP_SET: CULVERT
 JB1419_STAMPING: E 218 1960
 JB1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1419
 JB1419  HISTORY     - Date     Condition        Report By
 JB1419  HISTORY     - 1960     MONUMENTED       CGS
 JB1419
 JB1419                          STATION DESCRIPTION
 JB1419
 JB1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1419'4.3 MI S FROM STAUNTON.
 JB1419'ABOUT 1.3 MILES NORTHEAST ALONG THE STAUTON AND LITCHFIELD ROAD
 JB1419'FROM THE CITY PARK IN STAUTON, THENCE 3.0 MILES SOUTH ALONG OLD
 JB1419'U.S. HIGHWAY 66, SET IN THE TOP OF THE NORTH HEADWALL OF A 10
 JB1419'FOOT BOX CULVERT, 15 FEET NORTH OF THE CENTER LINE OF THE
 JB1419'HIGHWAY, 11 FEET EAST OF THE WEST END OF THE HEADWALL, AND ABOUT
 JB1419'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1058 ***********************************************************************
 KB1058  DESIGNATION -  E 219
 KB1058  PID         -  KB1058
 KB1058  STATE/COUNTY-  IL/SANGAMON
 KB1058  USGS QUAD   -  CHATHAM (1976)
 KB1058
 KB1058                         *CURRENT SURVEY CONTROL
 KB1058  ___________________________________________________________________
 KB1058* NAD 83(1986)-  39 41 26.     (N)    089 38 29.     (W)     SCALED    
 KB1058* NAVD 88     -       178.032  (meters)     584.09   (feet)  ADJUSTED  
 KB1058  ___________________________________________________________________
 KB1058  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KB1058  DYNAMIC HT  -         177.933 (meters)     583.77  (feet)  COMP
 KB1058  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 KB1058
 KB1058  VERT ORDER  -  SECOND    CLASS 0
 KB1058
 KB1058.The horizontal coordinates were scaled from a topographic map and have
 KB1058.an estimated accuracy of +/- 6 seconds.
 KB1058
 KB1058.The orthometric height was determined by differential leveling
 KB1058.and adjusted by the National Geodetic Survey in June 1991..
 KB1058
 KB1058.The geoid height was determined by GEOID03.
 KB1058
 KB1058.The dynamic height is computed by dividing the NAVD 88
 KB1058.geopotential number by the normal gravity value computed on the
 KB1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1058.degrees latitude (g = 980.6199 gals.).
 KB1058
 KB1058.The modeled gravity was interpolated from observed gravity values.
 KB1058
 KB1058;                    North         East    Units  Estimated Accuracy
 KB1058;SPC IL W     -   335,760.      745,060.      MT  (+/- 180 meters Scaled)
 KB1058
 KB1058                          SUPERSEDED SURVEY CONTROL
 KB1058
 KB1058  NGVD 29 (??/??/92)  178.146  (m)          584.47   (f) ADJ UNCH    2 0
 KB1058
 KB1058.Superseded values are not recommended for survey control.
 KB1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1058.See file dsdata.txt to determine how the superseded data were derived.
 KB1058
 KB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ735967(NAD 83)
 KB1058_MARKER: DB = BENCH MARK DISK
 KB1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB1058_SP_SET: CULVERT
 KB1058_STAMPING: E 219 1960
 KB1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1058
 KB1058  HISTORY     - Date     Condition        Report By
 KB1058  HISTORY     - 1960     MONUMENTED       CGS
 KB1058  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB1058
 KB1058                          STATION DESCRIPTION
 KB1058
 KB1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1058'4.6 MI S FROM SPRINGFIELD.
 KB1058'4.5 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND
 KB1058'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.05
 KB1058'MILES EAST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DRIVE
 KB1058'SOUTH TO THE ILLINOIS STATE POLICE HEADQUARTERS BUILDING, SET IN
 KB1058'THE TOP OF THE EAST HEADWALL OF A 2 FOOT CONCRETE BOX CULVERT
 KB1058'UNDER THE DRIVE SOUTH, 45 FEET SOUTH OF THE CENTER LINE OF THE
 KB1058'ASPHALT ROAD, 20 FEET EAST OF THE CENTER LINE OF THE DRIVE, 50
 KB1058'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 5 FEET SOUTH OF THE
 KB1058'NORTH END OF THE HEADWALL, 1 FOOT BELOW THE LEVEL OF THE ASPHALT
 KB1058'ROAD, AND ABOUT LEVEL WITH THE DRIVE.
 KB1058
 KB1058                          STATION RECOVERY (1976)
 KB1058
 KB1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0026 ***********************************************************************
 LC0026  DESIGNATION -  E 22
 LC0026  PID         -  LC0026
 LC0026  STATE/COUNTY-  IL/FORD
 LC0026  USGS QUAD   -  SIBLEY (1986)
 LC0026
 LC0026                         *CURRENT SURVEY CONTROL
 LC0026  ___________________________________________________________________
 LC0026* NAD 83(1986)-  40 30 56.     (N)    088 22 48.     (W)     SCALED    
 LC0026* NAVD 88     -       246.286  (meters)     808.02   (feet)  ADJUSTED  
 LC0026  ___________________________________________________________________
 LC0026  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0026  DYNAMIC HT  -         246.173 (meters)     807.65  (feet)  COMP
 LC0026  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 LC0026
 LC0026  VERT ORDER  -  SECOND    CLASS 0
 LC0026
 LC0026.The horizontal coordinates were scaled from a topographic map and have
 LC0026.an estimated accuracy of +/- 6 seconds.
 LC0026
 LC0026.The orthometric height was determined by differential leveling
 LC0026.and adjusted by the National Geodetic Survey in June 1991..
 LC0026
 LC0026.The geoid height was determined by GEOID03.
 LC0026
 LC0026.The dynamic height is computed by dividing the NAVD 88
 LC0026.geopotential number by the normal gravity value computed on the
 LC0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0026.degrees latitude (g = 980.6199 gals.).
 LC0026
 LC0026.The modeled gravity was interpolated from observed gravity values.
 LC0026
 LC0026;                    North         East    Units  Estimated Accuracy
 LC0026;SPC IL E     -   427,250.      296,050.      MT  (+/- 180 meters Scaled)
 LC0026
 LC0026                          SUPERSEDED SURVEY CONTROL
 LC0026
 LC0026  NGVD 29 (??/??/92)  246.339  (m)          808.20   (f) ADJ UNCH    2 0
 LC0026
 LC0026.Superseded values are not recommended for survey control.
 LC0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0026.See file dsdata.txt to determine how the superseded data were derived.
 LC0026
 LC0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK830858(NAD 83)
 LC0026_MARKER: DB = BENCH MARK DISK
 LC0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0026_STAMPING: E 22 1934
 LC0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0026+STABILITY: SURFACE MOTION
 LC0026
 LC0026  HISTORY     - Date     Condition        Report By
 LC0026  HISTORY     - 1934     MONUMENTED       CGS
 LC0026
 LC0026                          STATION DESCRIPTION
 LC0026
 LC0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0026'AT GARBER.
 LC0026'AT GARBER, FORD COUNTY, 27 FEET NORTH OF THE WABASH RAILWAY
 LC0026'STATION, 14 FEET EAST OF THE CENTERLINE OF THE TRACK, AT A
 LC0026'ROAD CROSSING, 93 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 LC0026'ABOUT ONE FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LC0026'E 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1092 ***********************************************************************
 LC1092  DESIGNATION -  E 220
 LC1092  PID         -  LC1092
 LC1092  STATE/COUNTY-  IL/LOGAN
 LC1092  USGS QUAD   -  LINCOLN EAST (1980)
 LC1092
 LC1092                         *CURRENT SURVEY CONTROL
 LC1092  ___________________________________________________________________
 LC1092* NAD 83(1986)-  40 09 00.     (N)    089 18 44.     (W)     SCALED    
 LC1092* NAVD 88     -       178.096  (meters)     584.30   (feet)  ADJUSTED  
 LC1092  ___________________________________________________________________
 LC1092  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC1092  DYNAMIC HT  -         178.005 (meters)     584.00  (feet)  COMP
 LC1092  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 LC1092
 LC1092  VERT ORDER  -  SECOND    CLASS 0
 LC1092
 LC1092.The horizontal coordinates were scaled from a topographic map and have
 LC1092.an estimated accuracy of +/- 6 seconds.
 LC1092
 LC1092.The orthometric height was determined by differential leveling
 LC1092.and adjusted by the National Geodetic Survey in June 1991..
 LC1092
 LC1092.The geoid height was determined by GEOID03.
 LC1092
 LC1092.The dynamic height is computed by dividing the NAVD 88
 LC1092.geopotential number by the normal gravity value computed on the
 LC1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1092.degrees latitude (g = 980.6199 gals.).
 LC1092
 LC1092.The modeled gravity was interpolated from observed gravity values.
 LC1092
 LC1092;                    North         East    Units  Estimated Accuracy
 LC1092;SPC IL W     -   386,990.      772,800.      MT  (+/- 180 meters Scaled)
 LC1092
 LC1092                          SUPERSEDED SURVEY CONTROL
 LC1092
 LC1092  NGVD 29 (??/??/92)  178.177  (m)          584.57   (f) ADJ UNCH    2 0
 LC1092
 LC1092.Superseded values are not recommended for survey control.
 LC1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1092.See file dsdata.txt to determine how the superseded data were derived.
 LC1092
 LC1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK030469(NAD 83)
 LC1092_MARKER: DB = BENCH MARK DISK
 LC1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1092_SP_SET: BRIDGE
 LC1092_STAMPING: E 220 1960
 LC1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1092
 LC1092  HISTORY     - Date     Condition        Report By
 LC1092  HISTORY     - 1960     MONUMENTED       CGS
 LC1092
 LC1092                          STATION DESCRIPTION
 LC1092
 LC1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1092'2.8 MI NE FROM LINCOLN.
 LC1092'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1092'OFFICE IN LINCOLN, THENCE 2.3 MILES EAST ALONG STATE HIGHWAY 10,
 LC1092'AT A DRIVE SOUTH TO A FARM HOUSE, ABOUT 0.10 MILES WEST OF A
 LC1092'GRAVEL ROAD NORTH, SET IN THE TOP OF THE SOUTHWEST END OF THE
 LC1092'WINGWALL AT THE NORTHEAST CORNER OF A 25 FOOT CONCRETE BRIDGE,
 LC1092'18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST
 LC1092'OF THE EXTENDED CENTER LINE OF THE FARM DRIVE SOUTH, AND ABOUT
 LC1092'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0524 ***********************************************************************
 NH0524  DESIGNATION -  E 221
 NH0524  PID         -  NH0524
 NH0524  STATE/COUNTY-  IL/WINNEBAGO
 NH0524  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0524
 NH0524                         *CURRENT SURVEY CONTROL
 NH0524  ___________________________________________________________________
 NH0524* NAD 83(1986)-  42 28 09.     (N)    089 03 52.     (W)     SCALED    
 NH0524* NAVD 88     -       229.259  (meters)     752.16   (feet)  ADJUSTED  
 NH0524  ___________________________________________________________________
 NH0524  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NH0524  DYNAMIC HT  -         229.189 (meters)     751.93  (feet)  COMP
 NH0524  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 NH0524
 NH0524  VERT ORDER  -  FIRST     CLASS II
 NH0524
 NH0524.The horizontal coordinates were scaled from a topographic map and have
 NH0524.an estimated accuracy of +/- 6 seconds.
 NH0524
 NH0524.The orthometric height was determined by differential leveling
 NH0524.and adjusted by the National Geodetic Survey in June 1991..
 NH0524
 NH0524.The geoid height was determined by GEOID03.
 NH0524
 NH0524.The dynamic height is computed by dividing the NAVD 88
 NH0524.geopotential number by the normal gravity value computed on the
 NH0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0524.degrees latitude (g = 980.6199 gals.).
 NH0524
 NH0524.The modeled gravity was interpolated from observed gravity values.
 NH0524
 NH0524;                    North         East    Units  Estimated Accuracy
 NH0524;SPC IL W     -   644,780.      790,640.      MT  (+/- 180 meters Scaled)
 NH0524
 NH0524                          SUPERSEDED SURVEY CONTROL
 NH0524
 NH0524  NGVD 29 (??/??/92)  229.320  (m)          752.36   (f) ADJ UNCH    1 2
 NH0524
 NH0524.Superseded values are not recommended for survey control.
 NH0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0524.See file dsdata.txt to determine how the superseded data were derived.
 NH0524
 NH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN302039(NAD 83)
 NH0524_MARKER: DB = BENCH MARK DISK
 NH0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0524_STAMPING: E 221 1960
 NH0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0524+STABILITY: SURFACE MOTION
 NH0524
 NH0524  HISTORY     - Date     Condition        Report By
 NH0524  HISTORY     - 1960     MONUMENTED       CGS
 NH0524  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0524
 NH0524                          STATION DESCRIPTION
 NH0524
 NH0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0524'0.6 MI N FROM ROCKTON.
 NH0524'ABOUT 0.65 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 NH0524'PACIFIC RAILROAD FROM THE STATION AT ROCKTON, 0.3 MILE SOUTH
 NH0524'OF MILEPOLE 71, IN S-12 OR 13, R-1 E, T-46 N, 200 YARDS SOUTH
 NH0524'OF THE CROSSING OF A GRAVEL ROAD, 146 YARDS SOUTH OF SIGNAL 71.3,
 NH0524'31 1/2 FEET WEST OF THE WEST RAIL OF SIDING, 46 FEET WEST OF THE
 NH0524'WEST RAIL OF MAIN TRACK, 1 1/2 FEET EAST OF A WIRE FENCE, 170 1/2
 NH0524'FEET EAST OF THE NORTHEAST CORNER OF A LARGE WINDOWLESS BOX SHAPE
 NH0524'FACTORY BUILDING AND IN LINE WITH THE NORTH FACE OF SAME BUILDING
 NH0524'(CONCRETE BLOCK AT THE BOTTOM AND GREEN PAINTED METAL SIDING
 NH0524'ABOVE), 51 FEET SOUTH-SOUTHEAST OF POWER LINE POLE 2 J 46-1- 13.2
 NH0524'27/47, 2.3 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 NH0524'THE TRACK, AND SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NH0524
 NH0524                          STATION RECOVERY (1997)
 NH0524
 NH0524'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0566 ***********************************************************************
 NH0566  DESIGNATION -  E 222
 NH0566  PID         -  NH0566
 NH0566  STATE/COUNTY-  IL/WINNEBAGO
 NH0566  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0566
 NH0566                         *CURRENT SURVEY CONTROL
 NH0566  ___________________________________________________________________
 NH0566* NAD 83(1986)-  42 17 18.     (N)    089 05 27.     (W)     SCALED    
 NH0566* NAVD 88     -       224.850  (meters)     737.70   (feet)  ADJUSTED  
 NH0566  ___________________________________________________________________
 NH0566  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NH0566  DYNAMIC HT  -         224.779 (meters)     737.46  (feet)  COMP
 NH0566  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 NH0566
 NH0566  VERT ORDER  -  FIRST     CLASS II
 NH0566
 NH0566.The horizontal coordinates were scaled from a topographic map and have
 NH0566.an estimated accuracy of +/- 6 seconds.
 NH0566
 NH0566.The orthometric height was determined by differential leveling
 NH0566.and adjusted by the National Geodetic Survey in June 1991..
 NH0566
 NH0566.The geoid height was determined by GEOID03.
 NH0566
 NH0566.The dynamic height is computed by dividing the NAVD 88
 NH0566.geopotential number by the normal gravity value computed on the
 NH0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0566.degrees latitude (g = 980.6199 gals.).
 NH0566
 NH0566.The modeled gravity was interpolated from observed gravity values.
 NH0566
 NH0566;                    North         East    Units  Estimated Accuracy
 NH0566;SPC IL W     -   624,670.      788,730.      MT  (+/- 180 meters Scaled)
 NH0566
 NH0566                          SUPERSEDED SURVEY CONTROL
 NH0566
 NH0566  NGVD 29 (??/??/92)  224.907  (m)          737.88   (f) ADJ UNCH    1 2
 NH0566
 NH0566.Superseded values are not recommended for survey control.
 NH0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0566.See file dsdata.txt to determine how the superseded data were derived.
 NH0566
 NH0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM276839(NAD 83)
 NH0566_MARKER: DB = BENCH MARK DISK
 NH0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0566_SP_SET: CURB
 NH0566_STAMPING: E 222 1960
 NH0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0566
 NH0566  HISTORY     - Date     Condition        Report By
 NH0566  HISTORY     - 1960     MONUMENTED       CGS
 NH0566  HISTORY     - 1987     GOOD             USPSQD
 NH0566  HISTORY     - 19970323 GOOD             USPSQD
 NH0566
 NH0566                          STATION DESCRIPTION
 NH0566
 NH0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0566'AT ROCKFORD.
 NH0566'AT ROCKFORD, ABOUT 0.6 MILE WEST ALONG AUBURN STREET FROM THE
 NH0566'INTERSECTION OF NORTH MAIN STREET, AT THE INTERSECTION OF RIDGE
 NH0566'AVENUE, IN S-14, R-1E, T-44N, 34 1/2 FEET NORTH OF THE NORTH
 NH0566'CURB OF AUBURN STREET, 42 FEET WEST OF THE WEST CURB OF RIDGE
 NH0566'AVENUE, NEAR THE SOUTH AND FRONT FACE OF RED BRICK UNITARIAN
 NH0566'CHURCH OF THE CHRISTIAN UNION, 8 1/2 FEET WEST-SOUTHWEST OF
 NH0566'THE SOUTHEAST CORNER OF CHURCH BUILDING, 12 1/2 FEET EAST OF
 NH0566'THE CENTER OF FRONT ENTRANCE, IN TOP AND SOUTHWEST CORNER OF THE
 NH0566'CONCRETE RETAINING WALL FOR EAST FRONT BASEMENT WINDOW, AND
 NH0566'ABOUT LEVEL WITH THE SIDEWALK.
 NH0566
 NH0566                          STATION RECOVERY (1987)
 NH0566
 NH0566'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0566'RECOVERED IN GOOD CONDITION.
 NH0566
 NH0566                          STATION RECOVERY (1997)
 NH0566
 NH0566'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0627 ***********************************************************************
 NH0627  DESIGNATION -  E 223
 NH0627  PID         -  NH0627
 NH0627  STATE/COUNTY-  IL/OGLE
 NH0627  USGS QUAD   -  KINGS (1993)
 NH0627
 NH0627                         *CURRENT SURVEY CONTROL
 NH0627  ___________________________________________________________________
 NH0627* NAD 83(1986)-  42 03 58.     (N)    089 05 42.     (W)     SCALED    
 NH0627* NAVD 88     -       256.640  (meters)     841.99   (feet)  ADJUSTED  
 NH0627  ___________________________________________________________________
 NH0627  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NH0627  DYNAMIC HT  -         256.554 (meters)     841.71  (feet)  COMP
 NH0627  MODELED GRAV-     980,280.1   (mgal)                       NAVD 88
 NH0627
 NH0627  VERT ORDER  -  FIRST     CLASS I
 NH0627
 NH0627.The horizontal coordinates were scaled from a topographic map and have
 NH0627.an estimated accuracy of +/- 6 seconds.
 NH0627
 NH0627.The orthometric height was determined by differential leveling
 NH0627.and adjusted by the National Geodetic Survey in June 1991..
 NH0627
 NH0627.The geoid height was determined by GEOID03.
 NH0627
 NH0627.The dynamic height is computed by dividing the NAVD 88
 NH0627.geopotential number by the normal gravity value computed on the
 NH0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0627.degrees latitude (g = 980.6199 gals.).
 NH0627
 NH0627.The modeled gravity was interpolated from observed gravity values.
 NH0627
 NH0627;                    North         East    Units  Estimated Accuracy
 NH0627;SPC IL W     -   599,980.      788,690.      MT  (+/- 180 meters Scaled)
 NH0627
 NH0627                          SUPERSEDED SURVEY CONTROL
 NH0627
 NH0627  NGVD 29 (??/??/92)  256.675  (m)          842.11   (f) ADJ UNCH    1 1
 NH0627
 NH0627.Superseded values are not recommended for survey control.
 NH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0627.See file dsdata.txt to determine how the superseded data were derived.
 NH0627
 NH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM266592(NAD 83)
 NH0627_MARKER: DB = BENCH MARK DISK
 NH0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0627_STAMPING: E 223 1960
 NH0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0627+STABILITY: SURFACE MOTION
 NH0627
 NH0627  HISTORY     - Date     Condition        Report By
 NH0627  HISTORY     - 1960     MONUMENTED       CGS
 NH0627  HISTORY     - 1969     GOOD             NGS
 NH0627  HISTORY     - 1987     GOOD             USPSQD
 NH0627  HISTORY     - 19960614 MARK NOT FOUND   USPSQD
 NH0627  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0627  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0627
 NH0627                          STATION DESCRIPTION
 NH0627
 NH0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0627'AT HOLCOMB.
 NH0627'AT HOLCOMB, 126.6 FEET SOUTHWEST AND ACROSS THE CHICAGO, BURLINGTON
 NH0627'AND QUINCY RAILROAD AND A PAVED ROAD FROM THE SOUTHWEST CORNER OF
 NH0627'THE RAILROAD STATION, 10 RAILS NORTH OF MILEPOST 9, 68 1/2 FEET
 NH0627'WEST OF THE WEST RAIL OF THE MAIN TRACK, 34 FEET SOUTH OF THE
 NH0627'CENTER LINE OF THE PAVED ROAD, 39 1/2 FEET EAST OF THE NORTHEAST
 NH0627'CORNER OF MASONIC HALL, 16 1/2 FEET WEST OF THE WEST RAIL OF A
 NH0627'SIDETRACK, 7 1/2 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY
 NH0627'3 GUY WIRES, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 NH0627'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 NH0627'OF THE GROUND.  SEC 3 T41N, R1E.
 NH0627
 NH0627                          STATION RECOVERY (1987)
 NH0627
 NH0627'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0627'RECOVERED IN GOOD CONDITION.
 NH0627
 NH0627                          STATION RECOVERY (1996)
 NH0627
 NH0627'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0627'MARK NOT FOUND.
 NH0627
 NH0627                          STATION RECOVERY (2001)
 NH0627
 NH0627'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0627'MARK NOT FOUND.
 NH0627
 NH0627                          STATION RECOVERY (2004)
 NH0627
 NH0627'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0565 ***********************************************************************
 MF0565  DESIGNATION -  E 224
 MF0565  PID         -  MF0565
 MF0565  STATE/COUNTY-  IL/LEE
 MF0565  USGS QUAD   -  STEWARD (1993)
 MF0565
 MF0565                         *CURRENT SURVEY CONTROL
 MF0565  ___________________________________________________________________
 MF0565* NAD 83(1997)-  41 50 51.41997(N)    089 01 28.97622(W)     ADJUSTED  
 MF0565* NAVD 88     -       249.161  (meters)     817.46   (feet)  ADJUSTED  
 MF0565  ___________________________________________________________________
 MF0565  X           -      80,994.378 (meters)                     COMP
 MF0565  Y           -  -4,757,779.252 (meters)                     COMP
 MF0565  Z           -   4,233,154.903 (meters)                     COMP
 MF0565  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MF0565  ELLIP HEIGHT-         216.15  (meters)          (12/06/04) GPS OBS
 MF0565  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0565  DYNAMIC HT  -         249.070 (meters)     817.16  (feet)  COMP
 MF0565  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 MF0565
 MF0565  HORZ ORDER  -  FIRST
 MF0565  VERT ORDER  -  FIRST     CLASS I
 MF0565  ELLP ORDER  -  FOURTH    CLASS I
 MF0565
 MF0565.The horizontal coordinates were established by GPS observations
 MF0565.and adjusted by the National Geodetic Survey in September 1998..
 MF0565
 MF0565.The orthometric height was determined by differential leveling
 MF0565.and adjusted by the National Geodetic Survey in June 1991..
 MF0565
 MF0565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0565
 MF0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0565
 MF0565.The ellipsoidal height was determined by GPS observations
 MF0565.and is referenced to NAD 83.
 MF0565
 MF0565.The geoid height was determined by GEOID03.
 MF0565
 MF0565.The dynamic height is computed by dividing the NAVD 88
 MF0565.geopotential number by the normal gravity value computed on the
 MF0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0565.degrees latitude (g = 980.6199 gals.).
 MF0565
 MF0565.The modeled gravity was interpolated from observed gravity values.
 MF0565
 MF0565;                    North         East     Units Scale Factor Converg.
 MF0565;SPC IL W     -   575,788.614   794,832.028   MT  1.00005180   +0 45 42.9
 MF0565;SPC IL W     - 1,889,066.48  2,607,711.41   sFT  1.00005180   +0 45 42.9
 MF0565;UTM  16      - 4,634,839.314   331,914.497   MT  0.99994767   -1 21 04.0
 MF0565
 MF0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0565!SPC IL W     -   0.99996610  x   1.00005180  =   1.00001790
 MF0565!UTM  16      -   0.99996610  x   0.99994767  =   0.99991377
 MF0565
 MF0565                          SUPERSEDED SURVEY CONTROL
 MF0565
 MF0565  ELLIP H (09/15/98)  216.19   (m)                       GP(       ) 3 1
 MF0565  NAVD 88 (09/15/98)  249.16   (m)          817.5    (f) LEVELING    3  
 MF0565  NGVD 29 (??/??/92)  249.220  (m)          817.65   (f) ADJ UNCH    1 1
 MF0565
 MF0565.Superseded values are not recommended for survey control.
 MF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0565.See file dsdata.txt to determine how the superseded data were derived.
 MF0565
 MF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3191434839(NAD 83)
 MF0565_MARKER: DB = BENCH MARK DISK
 MF0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0565_SP_SET: CONCRETE HEADWALL
 MF0565_STAMPING: E 224 1960
 MF0565_PROJECTION: FLUSH
 MF0565_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0565+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 MF0565
 MF0565  HISTORY     - Date     Condition        Report By
 MF0565  HISTORY     - 1960     MONUMENTED       CGS
 MF0565  HISTORY     - 1969     GOOD             NGS
 MF0565  HISTORY     - 19950818 GOOD             USPSQD
 MF0565  HISTORY     - 19960808 GOOD             SECI
 MF0565  HISTORY     - 20020123 GOOD             NGS
 MF0565  HISTORY     - 20030628 GOOD             USPSQD
 MF0565
 MF0565                          STATION DESCRIPTION
 MF0565
 MF0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0565'5.8 MI S FROM ROCHELLE.
 MF0565'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0565'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 0.25 MILE SOUTH
 MF0565'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 MF0565'0.1 MILE WEST OF THE METHODIST CHURCH AT STEWARD, 123 1/2 FEET
 MF0565'EAST OF THE EAST RAIL OF THE EAST SET OF TRACKS, SET IN THE TOP
 MF0565'OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE BOX
 MF0565'CULVERT, 3 FEET EAST OF THE WEST END OF THE HEADWALL, 64 FEET
 MF0565'WEST AND ACROSS A PAVED ROAD FROM THE SOUTHWEST CORNER OF THE
 MF0565'STEWARD CEMETERY, 156 FEET EAST OF THE STEWARD JUNCTION SIGN,
 MF0565'26 1/2 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, AND ABOUT
 MF0565'5 FEET ABOVE THE LEVEL OF THE ROAD.  SEC 17, T39N, R 2E.
 MF0565
 MF0565                          STATION RECOVERY (1995)
 MF0565
 MF0565'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0565'RECOVERED IN GOOD CONDITION.
 MF0565
 MF0565                          STATION RECOVERY (1996)
 MF0565
 MF0565'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF0565'RECOVERED AS DESCRIBED.
 MF0565
 MF0565                          STATION RECOVERY (2002)
 MF0565
 MF0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0565
 MF0565                          STATION RECOVERY (2003)
 MF0565
 MF0565'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0630 ***********************************************************************
 MF0630  DESIGNATION -  E 225
 MF0630  PID         -  MF0630
 MF0630  STATE/COUNTY-  IL/LA SALLE
 MF0630  USGS QUAD   -  MENDOTA EAST (1993)
 MF0630
 MF0630                         *CURRENT SURVEY CONTROL
 MF0630  ___________________________________________________________________
 MF0630* NAD 83(1986)-  41 31 36.     (N)    089 07 05.     (W)     SCALED    
 MF0630* NAVD 88     -       217.787  (meters)     714.52   (feet)  ADJUSTED  
 MF0630  ___________________________________________________________________
 MF0630  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0630  DYNAMIC HT  -         217.703 (meters)     714.25  (feet)  COMP
 MF0630  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 MF0630
 MF0630  VERT ORDER  -  FIRST     CLASS I
 MF0630
 MF0630.The horizontal coordinates were scaled from a topographic map and have
 MF0630.an estimated accuracy of +/- 6 seconds.
 MF0630
 MF0630.The orthometric height was determined by differential leveling
 MF0630.and adjusted by the National Geodetic Survey in June 1991..
 MF0630
 MF0630.The geoid height was determined by GEOID03.
 MF0630
 MF0630.The dynamic height is computed by dividing the NAVD 88
 MF0630.geopotential number by the normal gravity value computed on the
 MF0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0630.degrees latitude (g = 980.6199 gals.).
 MF0630
 MF0630.The modeled gravity was interpolated from observed gravity values.
 MF0630
 MF0630;                    North         East    Units  Estimated Accuracy
 MF0630;SPC IL E     -   539,830.      234,510.      MT  (+/- 180 meters Scaled)
 MF0630
 MF0630                          SUPERSEDED SURVEY CONTROL
 MF0630
 MF0630  NGVD 29 (??/??/92)  217.833  (m)          714.67   (f) ADJ UNCH    1 1
 MF0630
 MF0630.Superseded values are not recommended for survey control.
 MF0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0630.See file dsdata.txt to determine how the superseded data were derived.
 MF0630
 MF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL232993(NAD 83)
 MF0630_MARKER: DB = BENCH MARK DISK
 MF0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0630_SP_SET: ABUTMENT
 MF0630_STAMPING: E 225 1960
 MF0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0630
 MF0630  HISTORY     - Date     Condition        Report By
 MF0630  HISTORY     - 1960     MONUMENTED       CGS
 MF0630  HISTORY     - 1969     GOOD             NGS
 MF0630  HISTORY     - 19970711 GOOD             USPSQD
 MF0630  HISTORY     - 20020619 GOOD             USPSQD
 MF0630
 MF0630                          STATION DESCRIPTION
 MF0630
 MF0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0630'1.6 MI S FROM MENDOTA.
 MF0630'ABOUT 1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0630'THE RAILROAD STATION AT MENDOTA, 0.1 MILE NORTH OF MILEPOST
 MF0630'870, 6 1/2 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE
 MF0630'WEST END OF THE NORTH CONCRETE LEDGE ON THE NORTH ABUTMENT OF
 MF0630'A CONCRETE RAILROAD BRIDGE, 104 1/2 FEET SOUTH OF A SWITCH
 MF0630'STAND AT THE SOUTH END OF A SIDETRACK, 3 FEET BELOW THE TOP
 MF0630'OF THE ABUTMENT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 MF0630'SEC 9, T 35N, R 1E.
 MF0630
 MF0630                          STATION RECOVERY (1997)
 MF0630
 MF0630'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0630'RECOVERED IN GOOD CONDITION.
 MF0630
 MF0630                          STATION RECOVERY (2002)
 MF0630
 MF0630'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0630' 
 MF0630' 
 MF0630' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0087 ***********************************************************************
 NH0087  DESIGNATION -  E 226
 NH0087  PID         -  NH0087
 NH0087  STATE/COUNTY-  IL/MCHENRY
 NH0087  USGS QUAD   -  HEBRON (1972)
 NH0087
 NH0087                         *CURRENT SURVEY CONTROL
 NH0087  ___________________________________________________________________
 NH0087* NAD 83(1986)-  42 29 20.     (N)    088 24 32.     (W)     SCALED    
 NH0087* NAVD 88     -       266.990  (meters)     875.95   (feet)  ADJUSTED  
 NH0087  ___________________________________________________________________
 NH0087  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NH0087  DYNAMIC HT  -         266.904 (meters)     875.67  (feet)  COMP
 NH0087  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NH0087
 NH0087  VERT ORDER  -  SECOND    CLASS 0
 NH0087
 NH0087.The horizontal coordinates were scaled from a topographic map and have
 NH0087.an estimated accuracy of +/- 6 seconds.
 NH0087
 NH0087.The orthometric height was determined by differential leveling
 NH0087.and adjusted by the National Geodetic Survey in June 1991..
 NH0087
 NH0087.The geoid height was determined by GEOID03.
 NH0087
 NH0087.The dynamic height is computed by dividing the NAVD 88
 NH0087.geopotential number by the normal gravity value computed on the
 NH0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0087.degrees latitude (g = 980.6199 gals.).
 NH0087
 NH0087.The modeled gravity was interpolated from observed gravity values.
 NH0087
 NH0087;                    North         East    Units  Estimated Accuracy
 NH0087;SPC IL E     -   646,410.      293,790.      MT  (+/- 180 meters Scaled)
 NH0087
 NH0087                          SUPERSEDED SURVEY CONTROL
 NH0087
 NH0087  NGVD 29 (??/??/92)  267.056  (m)          876.17   (f) ADJ UNCH    2 0
 NH0087
 NH0087.Superseded values are not recommended for survey control.
 NH0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0087.See file dsdata.txt to determine how the superseded data were derived.
 NH0087
 NH0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN842050(NAD 83)
 NH0087_MARKER: DB = BENCH MARK DISK
 NH0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0087_STAMPING: E 226 1960
 NH0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0087+STABILITY: SURFACE MOTION
 NH0087
 NH0087  HISTORY     - Date     Condition        Report By
 NH0087  HISTORY     - 1960     MONUMENTED       CGS
 NH0087  HISTORY     - 19940507 GOOD             USPSQD
 NH0087
 NH0087                          STATION DESCRIPTION
 NH0087
 NH0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0087'4.1 MI SE FROM ZENDA.
 NH0087'ABOUT 4.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0087'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, WALWORTH COUNTY,
 NH0087'WISCONSIN, 0.1 MILE NORTHWEST OF MILEPOLE 63, 0.8 MILE SOUTHEAST
 NH0087'OF THE OVERPASS OF THE C.M. ST.P. AND P. RR. OVER THE STATE LINE
 NH0087'ROAD, AT A FARM ROAD CROSSING, 40 FEET SOUTHWEST OF THE SOUTHWEST
 NH0087'RAIL, 40 FEET EAST OF THE CENTER LINE OF ROAD, 57 FEET SOUTHEAST
 NH0087'OF THE CENTER LINE OF THE CROSSING, 4 FEET EAST OF THE 3RD. POLE
 NH0087'NORTHWEST OF THE MILEPOLE AND IS IN THE LINE OF POLES, 0.8 FOOT
 NH0087'NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET WEST OF A STEEL
 NH0087'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 NH0087'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NH0087
 NH0087                          STATION RECOVERY (1994)
 NH0087
 NH0087'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0165 ***********************************************************************
 NH0165  DESIGNATION -  E 227
 NH0165  PID         -  NH0165
 NH0165  STATE/COUNTY-  IL/MCHENRY
 NH0165  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0165
 NH0165                         *CURRENT SURVEY CONTROL
 NH0165  ___________________________________________________________________
 NH0165* NAD 83(1986)-  42 09 16.     (N)    088 17 17.     (W)     SCALED    
 NH0165* NAVD 88     -       229.190  (meters)     751.93   (feet)  ADJUSTED  
 NH0165  ___________________________________________________________________
 NH0165  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NH0165  DYNAMIC HT  -         229.111 (meters)     751.67  (feet)  COMP
 NH0165  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 NH0165
 NH0165  VERT ORDER  -  SECOND    CLASS 0
 NH0165
 NH0165.The horizontal coordinates were scaled from a topographic map and have
 NH0165.an estimated accuracy of +/- 6 seconds.
 NH0165
 NH0165.The orthometric height was determined by differential leveling
 NH0165.and adjusted by the National Geodetic Survey in June 1991..
 NH0165
 NH0165.The geoid height was determined by GEOID03.
 NH0165
 NH0165.The dynamic height is computed by dividing the NAVD 88
 NH0165.geopotential number by the normal gravity value computed on the
 NH0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0165.degrees latitude (g = 980.6199 gals.).
 NH0165
 NH0165.The modeled gravity was interpolated from observed gravity values.
 NH0165
 NH0165;                    North         East    Units  Estimated Accuracy
 NH0165;SPC IL E     -   609,260.      303,740.      MT  (+/- 180 meters Scaled)
 NH0165
 NH0165                          SUPERSEDED SURVEY CONTROL
 NH0165
 NH0165  NGVD 29 (??/??/92)  229.250  (m)          752.13   (f) ADJ UNCH    2 0
 NH0165
 NH0165.Superseded values are not recommended for survey control.
 NH0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0165.See file dsdata.txt to determine how the superseded data were derived.
 NH0165
 NH0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM935677(NAD 83)
 NH0165_MARKER: DB = BENCH MARK DISK
 NH0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0165_SP_SET: ABUTMENT
 NH0165_STAMPING: E 227 1960
 NH0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0165
 NH0165  HISTORY     - Date     Condition        Report By
 NH0165  HISTORY     - 1960     MONUMENTED       CGS
 NH0165  HISTORY     - 1987     GOOD             USPSQD
 NH0165  HISTORY     - 1990     GOOD             USPSQD
 NH0165  HISTORY     - 20010312 MARK NOT FOUND   USPSQD
 NH0165
 NH0165                          STATION DESCRIPTION
 NH0165
 NH0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0165'0.8 MI SE FROM ALGONQUIN.
 NH0165'ABOUT 0.75 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NH0165'RAILWAY FROM THE STATION AT ALGONQUIN, ABOUT 50 YARDS SOUTHEAST
 NH0165'OF MILEPOLE 52, 0.5 MILE SOUTHEAST OF THE SOUTHEAST END OF THE
 NH0165'BRIDGE OVER FOX RIVER, 0.1 MILE NORTHWEST OF THE CROSSING OF A
 NH0165'GRADED ROAD, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN TOP OF
 NH0165'THE SOUTHWEST END OF THE NORTHWEST STONE ABUTMENT OF 15-FOOT
 NH0165'BRIDGE 654, 2 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 NH0165'ABUTMENT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 NH0165
 NH0165                          STATION RECOVERY (1987)
 NH0165
 NH0165'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0165'RECOVERED IN GOOD CONDITION.
 NH0165
 NH0165                          STATION RECOVERY (1990)
 NH0165
 NH0165'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0165'RECOVERED IN GOOD CONDITION.
 NH0165
 NH0165                          STATION RECOVERY (2001)
 NH0165
 NH0165'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMB)
 NH0165'IN QUAD 0420882 ENTIRE AREA WAS RECONSTRUCTED IN THE MCHENRY PRAIRIE
 NH0165'TRAIL WITH A WALKING/BIKING PATH, NEW BRIDGES, ETC.  WHERE RR TRACKS
 NH0165'EXISTED. PATH COVERS ALL OF THE OLD RR RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0455 ***********************************************************************
 NH0455  DESIGNATION -  E 228
 NH0455  PID         -  NH0455
 NH0455  STATE/COUNTY-  IL/WINNEBAGO
 NH0455  USGS QUAD   -  WINNEBAGO (1976)
 NH0455
 NH0455                         *CURRENT SURVEY CONTROL
 NH0455  ___________________________________________________________________
 NH0455* NAD 83(1986)-  42 15 41.     (N)    089 08 48.     (W)     SCALED    
 NH0455* NAVD 88     -       228.512  (meters)     749.71   (feet)  ADJUSTED  
 NH0455  ___________________________________________________________________
 NH0455  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NH0455  DYNAMIC HT  -         228.438 (meters)     749.47  (feet)  COMP
 NH0455  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 NH0455
 NH0455  VERT ORDER  -  FIRST     CLASS II
 NH0455
 NH0455.The horizontal coordinates were scaled from a topographic map and have
 NH0455.an estimated accuracy of +/- 6 seconds.
 NH0455
 NH0455.The orthometric height was determined by differential leveling
 NH0455.and adjusted by the National Geodetic Survey in June 1991..
 NH0455
 NH0455.The geoid height was determined by GEOID03.
 NH0455
 NH0455.The dynamic height is computed by dividing the NAVD 88
 NH0455.geopotential number by the normal gravity value computed on the
 NH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0455.degrees latitude (g = 980.6199 gals.).
 NH0455
 NH0455.The modeled gravity was interpolated from observed gravity values.
 NH0455
 NH0455;                    North         East    Units  Estimated Accuracy
 NH0455;SPC IL W     -   621,620.      784,160.      MT  (+/- 180 meters Scaled)
 NH0455
 NH0455                          SUPERSEDED SURVEY CONTROL
 NH0455
 NH0455  NGVD 29 (??/??/92)  228.567  (m)          749.89   (f) ADJ UNCH    1 2
 NH0455
 NH0455.Superseded values are not recommended for survey control.
 NH0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0455.See file dsdata.txt to determine how the superseded data were derived.
 NH0455
 NH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM229810(NAD 83)
 NH0455_MARKER: DB = BENCH MARK DISK
 NH0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0455_SP_SET: CULVERT
 NH0455_STAMPING: E 228 1960
 NH0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0455
 NH0455  HISTORY     - Date     Condition        Report By
 NH0455  HISTORY     - 1960     MONUMENTED       CGS
 NH0455  HISTORY     - 1971     GOOD             NGS
 NH0455  HISTORY     - 1987     GOOD             USPSQD
 NH0455  HISTORY     - 19970606 GOOD             USPSQD
 NH0455
 NH0455                          STATION DESCRIPTION
 NH0455
 NH0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0455'2.8 MI W FROM ROCKFORD.
 NH0455'ABOUT 2.75 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0455'FROM THE OVERPASS OVER STATE HIGHWAY 2 (SOUTH MAIN STREET) AT
 NH0455'ROCKFORD, 0.35 MILE WEST OF MILE POST 95, IN SECTION 29, R 1 E,
 NH0455'T 44 N., BETWEEN THE TRACK AND CUNNINGHAM ROAD (A BLACK TOP ROAD
 NH0455'WHICH PARALLELS THE TRACK), IN THE TOP OF THE WEST END OF THE
 NH0455'NORTH HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE ROAD,
 NH0455'60 FEET SOUTH OF SOUTH RAIL, 27 FEET NORTH OF CENTER LINE OF ROAD,
 NH0455'1 FOOT EAST OF WEST END OF HEAD WALL AND ABOUT 3 FEET BELOW LEVEL
 NH0455'OF ROAD.
 NH0455
 NH0455                          STATION RECOVERY (1971)
 NH0455
 NH0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NH0455'RECOVERED IN GOOD CONDITION.
 NH0455
 NH0455                          STATION RECOVERY (1987)
 NH0455
 NH0455'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0455'RECOVERED IN GOOD CONDITION.
 NH0455
 NH0455                          STATION RECOVERY (1997)
 NH0455
 NH0455'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0864 ***********************************************************************
 LC0864  DESIGNATION -  E 229
 LC0864  PID         -  LC0864
 LC0864  STATE/COUNTY-  IL/WOODFORD
 LC0864  USGS QUAD   -  BENSON (1995)
 LC0864
 LC0864                         *CURRENT SURVEY CONTROL
 LC0864  ___________________________________________________________________
 LC0864* NAD 83(1986)-  40 45 06.     (N)    089 01 00.     (W)     SCALED    
 LC0864* NAVD 88     -       220.680  (meters)     724.01   (feet)  ADJUSTED  
 LC0864  ___________________________________________________________________
 LC0864  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LC0864  DYNAMIC HT  -         220.582 (meters)     723.69  (feet)  COMP
 LC0864  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 LC0864
 LC0864  VERT ORDER  -  FIRST     CLASS I
 LC0864
 LC0864.The horizontal coordinates were scaled from a topographic map and have
 LC0864.an estimated accuracy of +/- 6 seconds.
 LC0864
 LC0864.The orthometric height was determined by differential leveling
 LC0864.and adjusted by the National Geodetic Survey in June 1991..
 LC0864
 LC0864.The geoid height was determined by GEOID03.
 LC0864
 LC0864.The dynamic height is computed by dividing the NAVD 88
 LC0864.geopotential number by the normal gravity value computed on the
 LC0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0864.degrees latitude (g = 980.6199 gals.).
 LC0864
 LC0864.The modeled gravity was interpolated from observed gravity values.
 LC0864
 LC0864;                    North         East    Units  Estimated Accuracy
 LC0864;SPC IL W     -   454,090.      797,110.      MT  (+/- 180 meters Scaled)
 LC0864
 LC0864                          SUPERSEDED SURVEY CONTROL
 LC0864
 LC0864  NGVD 29 (??/??/92)  220.717  (m)          724.14   (f) ADJ UNCH    1 1
 LC0864
 LC0864.Superseded values are not recommended for survey control.
 LC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0864.See file dsdata.txt to determine how the superseded data were derived.
 LC0864
 LC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL297131(NAD 83)
 LC0864_MARKER: DB = BENCH MARK DISK
 LC0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0864_STAMPING: E 229 1960
 LC0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0864+STABILITY: SURFACE MOTION
 LC0864
 LC0864  HISTORY     - Date     Condition        Report By
 LC0864  HISTORY     - 1960     MONUMENTED       CGS
 LC0864  HISTORY     - 1969     GOOD             NGS
 LC0864  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0864
 LC0864                          STATION DESCRIPTION
 LC0864
 LC0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0864'1 MI N FROM EL PASO.
 LC0864'ABOUT 0.95 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0864'THE STATION AT EL PASO, 0.25 MILE SOUTH OF MILEPOST 815, 104 FEET
 LC0864'EAST-NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 LC0864'DIRT ROAD, 90 FEET EAST OF THE EAST RAIL, 44 FEET NORTH OF THE
 LC0864'CENTER LINE OF THE ROAD, 84 FEET EAST-NORTHEAST OF A RAILROAD
 LC0864'CROSSING SIGN, 108 1/2 FEET NORTH AND ACROSS THE ROAD FROM A PIPE
 LC0864'LINE MARKER, 1 FOOT WEST OF A FENCE, 2.3 FEET SOUTH OF A WOODEN
 LC0864'WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 LC0864'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 LC0864'THE SURFACE OF THE GROUND.  SEC 32, T27N, R2E
 LC0864
 LC0864                          STATION RECOVERY (1998)
 LC0864
 LC0864'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0551 ***********************************************************************
 LC0551  DESIGNATION -  E 23
 LC0551  PID         -  LC0551
 LC0551  STATE/COUNTY-  IL/PIATT
 LC0551  USGS QUAD   -  MONTICELLO (1979)
 LC0551
 LC0551                         *CURRENT SURVEY CONTROL
 LC0551  ___________________________________________________________________
 LC0551* NAD 83(1986)-  40 01 38.     (N)    088 34 28.     (W)     SCALED    
 LC0551* NAVD 88     -       206.750  (meters)     678.31   (feet)  ADJUSTED  
 LC0551  ___________________________________________________________________
 LC0551  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0551  DYNAMIC HT  -         206.646 (meters)     677.97  (feet)  COMP
 LC0551  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 LC0551
 LC0551  VERT ORDER  -  SECOND    CLASS 0
 LC0551
 LC0551.The horizontal coordinates were scaled from a topographic map and have
 LC0551.an estimated accuracy of +/- 6 seconds.
 LC0551
 LC0551.The orthometric height was determined by differential leveling
 LC0551.and adjusted by the National Geodetic Survey in June 1991..
 LC0551
 LC0551.The geoid height was determined by GEOID03.
 LC0551
 LC0551.The dynamic height is computed by dividing the NAVD 88
 LC0551.geopotential number by the normal gravity value computed on the
 LC0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0551.degrees latitude (g = 980.6199 gals.).
 LC0551
 LC0551.The modeled gravity was interpolated from observed gravity values.
 LC0551
 LC0551;                    North         East    Units  Estimated Accuracy
 LC0551;SPC IL E     -   373,050.      279,420.      MT  (+/- 180 meters Scaled)
 LC0551
 LC0551                          SUPERSEDED SURVEY CONTROL
 LC0551
 LC0551  NGVD 29 (??/??/92)  206.820  (m)          678.54   (f) ADJ UNCH    2 0
 LC0551
 LC0551.Superseded values are not recommended for survey control.
 LC0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0551.See file dsdata.txt to determine how the superseded data were derived.
 LC0551
 LC0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK656319(NAD 83)
 LC0551_MARKER: DB = BENCH MARK DISK
 LC0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0551_SP_SET: BRIDGE
 LC0551_STAMPING: E 23 1934
 LC0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0551
 LC0551  HISTORY     - Date     Condition        Report By
 LC0551  HISTORY     - 1934     MONUMENTED       CGS
 LC0551  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC0551
 LC0551                          STATION DESCRIPTION
 LC0551
 LC0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0551'AT MONTICELLO.
 LC0551'AT MONTICELLO, PIATT COUNTY, ON THE WABASH RAILROAD, 30 POLES
 LC0551'SOUTH OF MILEPOST 145, AT ILLINOIS CENTRAL RAILROAD UNDERPASS
 LC0551'NO. 1402, IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT, 10
 LC0551'FEET WEST OF THE CENTERLINE OF THE WEST TRACK, AND LEVEL WITH
 LC0551'WITH TRACK.  A STANDARD DISK, STAMPED E 23 1934.
 LC0551
 LC0551                          STATION RECOVERY (1975)
 LC0551
 LC0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0742 ***********************************************************************
 MF0742  DESIGNATION -  E 230
 MF0742  PID         -  MF0742
 MF0742  STATE/COUNTY-  IL/MARSHALL
 MF0742  USGS QUAD   -  WENONA (1996)
 MF0742
 MF0742                         *CURRENT SURVEY CONTROL
 MF0742  ___________________________________________________________________
 MF0742* NAD 83(1986)-  41 05 29.     (N)    089 03 12.     (W)     SCALED    
 MF0742* NAVD 88     -       199.148  (meters)     653.37   (feet)  ADJUSTED  
 MF0742  ___________________________________________________________________
 MF0742  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MF0742  DYNAMIC HT  -         199.064 (meters)     653.10  (feet)  COMP
 MF0742  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 MF0742
 MF0742  VERT ORDER  -  FIRST     CLASS I
 MF0742
 MF0742.The horizontal coordinates were scaled from a topographic map and have
 MF0742.an estimated accuracy of +/- 6 seconds.
 MF0742
 MF0742.The orthometric height was determined by differential leveling
 MF0742.and adjusted by the National Geodetic Survey in June 1991..
 MF0742
 MF0742.The geoid height was determined by GEOID03.
 MF0742
 MF0742.The dynamic height is computed by dividing the NAVD 88
 MF0742.geopotential number by the normal gravity value computed on the
 MF0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0742.degrees latitude (g = 980.6199 gals.).
 MF0742
 MF0742.The modeled gravity was interpolated from observed gravity values.
 MF0742
 MF0742;                    North         East    Units  Estimated Accuracy
 MF0742;SPC IL W     -   491,770.      793,540.      MT  (+/- 180 meters Scaled)
 MF0742
 MF0742                          SUPERSEDED SURVEY CONTROL
 MF0742
 MF0742  NGVD 29 (??/??/92)  199.199  (m)          653.54   (f) ADJ UNCH    1 1
 MF0742
 MF0742.Superseded values are not recommended for survey control.
 MF0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0742.See file dsdata.txt to determine how the superseded data were derived.
 MF0742
 MF0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL275509(NAD 83)
 MF0742_MARKER: DB = BENCH MARK DISK
 MF0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0742_STAMPING: E 230 1960
 MF0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0742+STABILITY: SURFACE MOTION
 MF0742
 MF0742  HISTORY     - Date     Condition        Report By
 MF0742  HISTORY     - 1960     MONUMENTED       CGS
 MF0742  HISTORY     - 1969     GOOD             NGS
 MF0742  HISTORY     - 19981108 GOOD             USPSQD
 MF0742
 MF0742                          STATION DESCRIPTION
 MF0742
 MF0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0742'2.7 MI N FROM WENONA.
 MF0742'ABOUT 2.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0742'THE STATION AT WENONA, OR ABOUT 3.5 MILES SOUTH ALONG THE ILLINOIS
 MF0742'CENTRAL RAILROAD FROM THE STATION AT LOSTANT, 10 POLES NORTH OF
 MF0742'MILEPOST 838, 162 YARDS SOUTH OF THE SOUTH END OF A RAILROAD
 MF0742'TRESTLE, 97 FEET EAST OF THE EAST RAIL, 23 FEET NORTH OF A CORNER
 MF0742'FENCE POST, 1 FOOT WEST OF A FENCE, 3.2 FEET SOUTH-SOUTHWEST OF
 MF0742'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 MF0742'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 MF0742'ABOVE THE SURFACE OF THE GROUND.  SEC 1, T30N, R1E
 MF0742
 MF0742                          STATION RECOVERY (1998)
 MF0742
 MF0742'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1266 ***********************************************************************
 MF1266  DESIGNATION -  E 231 RESET 1979
 MF1266  PID         -  MF1266
 MF1266  STATE/COUNTY-  IL/LA SALLE
 MF1266  USGS QUAD   -  OTTAWA (1994)
 MF1266
 MF1266                         *CURRENT SURVEY CONTROL
 MF1266  ___________________________________________________________________
 MF1266* NAD 83(1986)-  41 20 47.     (N)    088 48 00.     (W)     SCALED    
 MF1266* NAVD 88     -       148.74   (+/-2cm)     488.0    (feet)  VERTCON   
 MF1266  ___________________________________________________________________
 MF1266  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MF1266
 MF1266  VERT ORDER  -  THIRD (See Below)
 MF1266
 MF1266.The horizontal coordinates were scaled from a topographic map and have
 MF1266.an estimated accuracy of +/- 6 seconds.
 MF1266
 MF1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1266.The vertical order pertains to the NGVD 29 superseded value.
 MF1266
 MF1266.The geoid height was determined by GEOID03.
 MF1266
 MF1266;                    North         East    Units  Estimated Accuracy
 MF1266;SPC IL E     -   519,620.      260,940.      MT  (+/- 180 meters Scaled)
 MF1266
 MF1266                          SUPERSEDED SURVEY CONTROL
 MF1266
 MF1266  NGVD 29 (03/28/06)  148.80   (m)          488.2    (f) RESET       3  
 MF1266
 MF1266.Superseded values are not recommended for survey control.
 MF1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1266.See file dsdata.txt to determine how the superseded data were derived.
 MF1266
 MF1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL494787(NAD 83)
 MF1266_MARKER: DB = BENCH MARK DISK
 MF1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1266_STAMPING: E 231 RESET 1979
 MF1266_PROJECTION: FLUSH
 MF1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1266+STABILITY: SURFACE MOTION
 MF1266
 MF1266  HISTORY     - Date     Condition        Report By
 MF1266  HISTORY     - 1979     MONUMENTED       NGS
 MF1266  HISTORY     - 19970815 MARK NOT FOUND   USPSQD
 MF1266  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF1266  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF1266
 MF1266                          STATION DESCRIPTION
 MF1266
 MF1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 MF1266'1.4 MI SE FROM OTTAWA.
 MF1266'1.4 MILE SOUTHEAST ALONG A BLACKTOP ROAD ALONG THE SOUTHSIDE OF  THE
 MF1266'ABANDONED ILLINOIS AND MICHIGAN CANAL, FROM THE EASTEND OF A FOOT
 MF1266'BRIDGE
 MF1266'BRIDGE ACROSS THE FOX RIVER OTTAWA, 156 FEET EAST OF GRAVELED ROAD,
 MF1266'52.0 FEET SOUTH OF CENTERLINE OF PAVED ROAD, AND 3.8 FEET WEST
 MF1266'OF A POWERLINE POLE.
 MF1266'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 MF1266'THE MARK IS 3.0 FT BELOW ROAD.
 MF1266
 MF1266                          STATION RECOVERY (1997)
 MF1266
 MF1266'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1266'MARK NOT FOUND.
 MF1266
 MF1266                          STATION RECOVERY (2001)
 MF1266
 MF1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1266'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1266
 MF1266                          STATION RECOVERY (2002)
 MF1266
 MF1266'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0832 ***********************************************************************
 MF0832  DESIGNATION -  E 232
 MF0832  PID         -  MF0832
 MF0832  STATE/COUNTY-  IL/BUREAU
 MF0832  USGS QUAD   -  SPRING VALLEY (1979)
 MF0832
 MF0832                         *CURRENT SURVEY CONTROL
 MF0832  ___________________________________________________________________
 MF0832* NAD 83(1986)-  41 18 58.     (N)    089 10 06.     (W)     SCALED    
 MF0832* NAVD 88     -       142.145  (meters)     466.35   (feet)  ADJUSTED  
 MF0832  ___________________________________________________________________
 MF0832  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0832  DYNAMIC HT  -         142.089 (meters)     466.17  (feet)  COMP
 MF0832  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 MF0832
 MF0832  VERT ORDER  -  FIRST     CLASS II
 MF0832
 MF0832.The horizontal coordinates were scaled from a topographic map and have
 MF0832.an estimated accuracy of +/- 6 seconds.
 MF0832
 MF0832.The orthometric height was determined by differential leveling
 MF0832.and adjusted by the National Geodetic Survey in June 1991..
 MF0832
 MF0832.The geoid height was determined by GEOID03.
 MF0832
 MF0832.The dynamic height is computed by dividing the NAVD 88
 MF0832.geopotential number by the normal gravity value computed on the
 MF0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0832.degrees latitude (g = 980.6199 gals.).
 MF0832
 MF0832.The modeled gravity was interpolated from observed gravity values.
 MF0832
 MF0832;                    North         East    Units  Estimated Accuracy
 MF0832;SPC IL W     -   516,610.      783,590.      MT  (+/- 180 meters Scaled)
 MF0832
 MF0832                          SUPERSEDED SURVEY CONTROL
 MF0832
 MF0832  NGVD 29 (??/??/92)  142.227  (m)          466.62   (f) ADJ UNCH    1 2
 MF0832
 MF0832.Superseded values are not recommended for survey control.
 MF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0832.See file dsdata.txt to determine how the superseded data were derived.
 MF0832
 MF0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL185761(NAD 83)
 MF0832_MARKER: DB = BENCH MARK DISK
 MF0832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0832_SP_SET: BRIDGE
 MF0832_STAMPING: E 232 1960
 MF0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0832
 MF0832  HISTORY     - Date     Condition        Report By
 MF0832  HISTORY     - 1960     MONUMENTED       CGS
 MF0832  HISTORY     - 19960406 GOOD             USPSQD
 MF0832  HISTORY     - 20010606 MARK NOT FOUND   USPSQD
 MF0832
 MF0832                          STATION DESCRIPTION
 MF0832
 MF0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0832'1.6 MI E FROM SPRING VALLEY.
 MF0832'ABOUT 1.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0832'RAILROAD FROM THE STATION AT SPRING VALLEY, ABOUT 2.4 MILES WEST
 MF0832'ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE POWER
 MF0832'PLANT AT PERU, LA SALLE, COUNTY, IN S-1, R-1W, T-33N, 0.3 MILE
 MF0832'EAST OF MILEPOST 103, IN TOP AND EAST END OF THE SOUTH CONCRETE
 MF0832'HEAD WALL OF AN ARCHED STONE MASONRY BRIDGE OVER A FIED ROAD,
 MF0832'6.7 FEET SOUTH OF THE SOUTH RAIL OF SOUTH TRACK, AND 1 FOOT BELOW
 MF0832'THE LEVEL OF TRACK.
 MF0832
 MF0832                          STATION RECOVERY (1996)
 MF0832
 MF0832'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0832'RECOVERED IN GOOD CONDITION.
 MF0832
 MF0832                          STATION RECOVERY (2001)
 MF0832
 MF0832'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0761 ***********************************************************************
 MF0761  DESIGNATION -  E 233
 MF0761  PID         -  MF0761
 MF0761  STATE/COUNTY-  IL/MARSHALL
 MF0761  USGS QUAD   -  LACON (1972)
 MF0761
 MF0761                         *CURRENT SURVEY CONTROL
 MF0761  ___________________________________________________________________
 MF0761* NAD 83(1986)-  41 03 42.     (N)    089 25 35.     (W)     SCALED    
 MF0761* NAVD 88     -       141.671  (meters)     464.80   (feet)  ADJUSTED  
 MF0761  ___________________________________________________________________
 MF0761  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0761  DYNAMIC HT  -         141.611 (meters)     464.60  (feet)  COMP
 MF0761  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 MF0761
 MF0761  VERT ORDER  -  FIRST     CLASS II
 MF0761
 MF0761.The horizontal coordinates were scaled from a topographic map and have
 MF0761.an estimated accuracy of +/- 6 seconds.
 MF0761
 MF0761.The orthometric height was determined by differential leveling
 MF0761.and adjusted by the National Geodetic Survey in June 1991..
 MF0761
 MF0761.The geoid height was determined by GEOID03.
 MF0761
 MF0761.The dynamic height is computed by dividing the NAVD 88
 MF0761.geopotential number by the normal gravity value computed on the
 MF0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0761.degrees latitude (g = 980.6199 gals.).
 MF0761
 MF0761.The modeled gravity was interpolated from observed gravity values.
 MF0761
 MF0761;                    North         East    Units  Estimated Accuracy
 MF0761;SPC IL W     -   488,140.      762,220.      MT  (+/- 180 meters Scaled)
 MF0761
 MF0761                          SUPERSEDED SURVEY CONTROL
 MF0761
 MF0761  NGVD 29 (??/??/92)  141.740  (m)          465.03   (f) ADJ UNCH    1 2
 MF0761
 MF0761.Superseded values are not recommended for survey control.
 MF0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0761.See file dsdata.txt to determine how the superseded data were derived.
 MF0761
 MF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL961484(NAD 83)
 MF0761_MARKER: DB = BENCH MARK DISK
 MF0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0761_SP_SET: CULVERT
 MF0761_STAMPING: E 23 1960
 MF0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0761
 MF0761  HISTORY     - Date     Condition        Report By
 MF0761  HISTORY     - 1960     MONUMENTED       CGS
 MF0761  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 MF0761
 MF0761                          STATION DESCRIPTION
 MF0761
 MF0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0761'2.4 MI N FROM SPARLAND.
 MF0761'ABOUT 2.45 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND
 MF0761'PACIFIC RAILROAD FROM THE STATION AT SPARLAND, 0.7 MILE SOUTH
 MF0761'OF BRIDGE OVER CROW CREEK, IN SECTION 36, R 9 E, T 13 N, ACROSS
 MF0761'TRACK FROM POINT BETWEEN MILEAGE POLES 132+09, AND 132+10,
 MF0761'ALONG STATE HIGHWAY 29, 73 FEET WEST OF WEST RAIL, 35 FEET
 MF0761'EAST OF CENTER LINE OF HIGHWAY, IN THE TOP OF NORTH END OF EAST
 MF0761'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY,
 MF0761'ABOUT 4 FEET BELOW LEVEL OF HIGHWAY AND ABOUT 3 FEET ABOVE
 MF0761'THE LEVEL OF TRACK.
 MF0761
 MF0761                          STATION RECOVERY (1998)
 MF0761
 MF0761'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1350 ***********************************************************************
 LC1350  DESIGNATION -  E 234
 LC1350  PID         -  LC1350
 LC1350  STATE/COUNTY-  IL/PEORIA
 LC1350  USGS QUAD   -  SPRING BAY (1996)
 LC1350
 LC1350                         *CURRENT SURVEY CONTROL
 LC1350  ___________________________________________________________________
 LC1350* NAD 83(1986)-  40 48 49.     (N)    089 34 04.     (W)     SCALED    
 LC1350* NAVD 88     -       143.144  (meters)     469.63   (feet)  ADJUSTED  
 LC1350  ___________________________________________________________________
 LC1350  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1350  DYNAMIC HT  -         143.080 (meters)     469.42  (feet)  COMP
 LC1350  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 LC1350
 LC1350  VERT ORDER  -  FIRST     CLASS II
 LC1350
 LC1350.The horizontal coordinates were scaled from a topographic map and have
 LC1350.an estimated accuracy of +/- 6 seconds.
 LC1350
 LC1350.The orthometric height was determined by differential leveling
 LC1350.and adjusted by the National Geodetic Survey in June 1991..
 LC1350
 LC1350.The geoid height was determined by GEOID03.
 LC1350
 LC1350.The dynamic height is computed by dividing the NAVD 88
 LC1350.geopotential number by the normal gravity value computed on the
 LC1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1350.degrees latitude (g = 980.6199 gals.).
 LC1350
 LC1350.The modeled gravity was interpolated from observed gravity values.
 LC1350
 LC1350;                    North         East    Units  Estimated Accuracy
 LC1350;SPC IL W     -   460,500.      750,530.      MT  (+/- 180 meters Scaled)
 LC1350
 LC1350                          SUPERSEDED SURVEY CONTROL
 LC1350
 LC1350  NGVD 29 (??/??/92)  143.230  (m)          469.91   (f) ADJ UNCH    1 2
 LC1350
 LC1350.Superseded values are not recommended for survey control.
 LC1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1350.See file dsdata.txt to determine how the superseded data were derived.
 LC1350
 LC1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL834212(NAD 83)
 LC1350_MARKER: DB = BENCH MARK DISK
 LC1350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1350_SP_SET: BRIDGE
 LC1350_STAMPING: E 234 1960
 LC1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1350+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 LC1350
 LC1350  HISTORY     - Date     Condition        Report By
 LC1350  HISTORY     - 1960     MONUMENTED       CGS
 LC1350  HISTORY     - 19990131 GOOD             USPSQD
 LC1350  HISTORY     - 20030801 GOOD             USGS-M
 LC1350
 LC1350                          STATION DESCRIPTION
 LC1350
 LC1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1350'8.6 MI SW FROM CHILLICOTHE.
 LC1350'ABOUT 8.55 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 LC1350'PACIFIC RAILROAD FROM THE STATION AT CHILLICOTHE, ABOUT 0.1
 LC1350'MILE SOUTH OF THE STATION SIGN AT MOSSVILLE, IN SECTION 27,
 LC1350'R 8 E, T 10 N, ALONG STATE HIGHWAY 29, ABOUT 40 YARDS WEST OF
 LC1350'TRACKS, ACROSS TRACK FROM MILEAGE POLE NO. 151+11, IN THE TOP
 LC1350'OF EAST END OF NORTH ABUTMENT OF HIGHWAY BRIDGE OVER A CREEK
 LC1350'BRANCH, 21 1/2 FEET EAST OF CENTER LINE OF NORTH BOUND TRAFFIC
 LC1350'LANE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 LC1350
 LC1350                          STATION RECOVERY (1999)
 LC1350
 LC1350'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1350'RECOVERED IN GOOD CONDITION.
 LC1350
 LC1350                          STATION RECOVERY (2003)
 LC1350
 LC1350'RECOVERY NOTE BY USGS MID-CONTINENT MAPPING CENTER 2003
 LC1350'DESCRIPTION CORRECTION -  APPROX. 2.1 KILOMETERS NORTH OF ENTRANCE TO
 LC1350'DETWEILLER PARK ON EAST SIDE OF ROUTE 29 AT NORTH END OF CEMENT
 LC1350'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1317 ***********************************************************************
 LC1317  DESIGNATION -  E 235
 LC1317  PID         -  LC1317
 LC1317  STATE/COUNTY-  IL/TAZEWELL
 LC1317  USGS QUAD   -  PEORIA EAST (1996)
 LC1317
 LC1317                         *CURRENT SURVEY CONTROL
 LC1317  ___________________________________________________________________
 LC1317* NAD 83(1986)-  40 40 16.     (N)    089 34 48.     (W)     SCALED    
 LC1317* NAVD 88     -       141.117  (meters)     462.98   (feet)  ADJUSTED  
 LC1317  ___________________________________________________________________
 LC1317  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LC1317  DYNAMIC HT  -         141.051 (meters)     462.76  (feet)  COMP
 LC1317  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 LC1317
 LC1317  VERT ORDER  -  FIRST     CLASS II
 LC1317
 LC1317.The horizontal coordinates were scaled from a topographic map and have
 LC1317.an estimated accuracy of +/- 6 seconds.
 LC1317
 LC1317.The orthometric height was determined by differential leveling
 LC1317.and adjusted by the National Geodetic Survey in June 1991..
 LC1317
 LC1317.The geoid height was determined by GEOID03.
 LC1317
 LC1317.The dynamic height is computed by dividing the NAVD 88
 LC1317.geopotential number by the normal gravity value computed on the
 LC1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1317.degrees latitude (g = 980.6199 gals.).
 LC1317
 LC1317.The modeled gravity was interpolated from observed gravity values.
 LC1317
 LC1317;                    North         East    Units  Estimated Accuracy
 LC1317;SPC IL W     -   444,670.      749,600.      MT  (+/- 180 meters Scaled)
 LC1317
 LC1317                          SUPERSEDED SURVEY CONTROL
 LC1317
 LC1317  NGVD 29 (??/??/92)  141.213  (m)          463.30   (f) ADJ UNCH    1 2
 LC1317
 LC1317.Superseded values are not recommended for survey control.
 LC1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1317.See file dsdata.txt to determine how the superseded data were derived.
 LC1317
 LC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL819054(NAD 83)
 LC1317_MARKER: DB = BENCH MARK DISK
 LC1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1317_SP_SET: BRIDGE
 LC1317_STAMPING: E 235 1960
 LC1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1317
 LC1317  HISTORY     - Date     Condition        Report By
 LC1317  HISTORY     - 1960     MONUMENTED       CGS
 LC1317  HISTORY     - 1977     GOOD             LOCENG
 LC1317
 LC1317                          STATION DESCRIPTION
 LC1317
 LC1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1317'AT EAST PEORIA.
 LC1317'AT EAST PEORIA, ABOUT 0.15 MILE NORTHEAST ALONG NORTH MAIN STREET
 LC1317'(STATE HIGHWAY 87) FROM THE CITY HALL, THENCE ABOUT 0.25 MILE
 LC1317'NORTHWEST ALONG CITY ROUTE OF U.S. HIGHWAY 150, ALONG THE TOLEDO,
 LC1317'PEORIA AND WESTERN RAILWAY, 41 1/2 FEET SOUTHWEST OF CENTER LINE
 LC1317'OF CITY ROUTE 150, 8 1/2 FEET NORTHEAST OF NORTHEAST RAIL OF
 LC1317'NORTHEAST TRACK, IN THE TOP OF THE NORTHEAST END OF NORTHWEST
 LC1317'CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER A CONCRETE LINED CANAL
 LC1317'OR DRAINAGE DITCH AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 LC1317
 LC1317                          STATION RECOVERY (1977)
 LC1317
 LC1317'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0721 ***********************************************************************
 MF0721  DESIGNATION -  E 236
 MF0721  PID         -  MF0721
 MF0721  STATE/COUNTY-  IL/LA SALLE
 MF0721  USGS QUAD   -  LA SALLE (1993)
 MF0721
 MF0721                         *CURRENT SURVEY CONTROL
 MF0721  ___________________________________________________________________
 MF0721* NAD 83(1986)-  41 17 24.     (N)    089 04 10.     (W)     SCALED    
 MF0721* NAVD 88     -       193.668  (meters)     635.39   (feet)  ADJUSTED  
 MF0721  ___________________________________________________________________
 MF0721  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF0721  DYNAMIC HT  -         193.589 (meters)     635.13  (feet)  COMP
 MF0721  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 MF0721
 MF0721  VERT ORDER  -  FIRST     CLASS I
 MF0721
 MF0721.The horizontal coordinates were scaled from a topographic map and have
 MF0721.an estimated accuracy of +/- 6 seconds.
 MF0721
 MF0721.The orthometric height was determined by differential leveling
 MF0721.and adjusted by the National Geodetic Survey in June 1991..
 MF0721
 MF0721.The geoid height was determined by GEOID03.
 MF0721
 MF0721.The dynamic height is computed by dividing the NAVD 88
 MF0721.geopotential number by the normal gravity value computed on the
 MF0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0721.degrees latitude (g = 980.6199 gals.).
 MF0721
 MF0721.The modeled gravity was interpolated from observed gravity values.
 MF0721
 MF0721;                    North         East    Units  Estimated Accuracy
 MF0721;SPC IL E     -   513,510.      238,340.      MT  (+/- 180 meters Scaled)
 MF0721
 MF0721                          SUPERSEDED SURVEY CONTROL
 MF0721
 MF0721  NGVD 29 (??/??/92)  193.729  (m)          635.59   (f) ADJ UNCH    1 1
 MF0721
 MF0721.Superseded values are not recommended for survey control.
 MF0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0721.See file dsdata.txt to determine how the superseded data were derived.
 MF0721
 MF0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL267730(NAD 83)
 MF0721_MARKER: DB = BENCH MARK DISK
 MF0721_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0721_SP_SET: 13 FEET
 MF0721_STAMPING: E 236 1960
 MF0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0721+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 MF0721
 MF0721  HISTORY     - Date     Condition        Report By
 MF0721  HISTORY     - 1960     MONUMENTED       CGS
 MF0721  HISTORY     - 1969     GOOD             NGS
 MF0721  HISTORY     - 19970728 GOOD             USPSQD
 MF0721  HISTORY     - 20020826 GOOD             USPSQD
 MF0721  HISTORY     - 20050505 GOOD             CHAST
 MF0721
 MF0721                          STATION DESCRIPTION
 MF0721
 MF0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0721'0.6 MI SW FROM OGLESBY.
 MF0721'ABOUT 0.3 MILE WEST ALONG WALNUT STREET FROM THE POST OFFICE AT
 MF0721'OGLESBY, THENCE 0.3 MILE SOUTH ALONG STATE HIGHWAYS 71 AND 351,
 MF0721'125 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 151 YARDS SOUTH
 MF0721'OF THE SOUTHEAST CORNER OF A TWO-STORY BRICK BUILDING AT THE
 MF0721'ILLINOIS POWER COMPANY SUB-STATION, 11 FEET EAST OF THE CENTER
 MF0721'LINE OF A TRAIL ROAD WHICH LEADS SOUTH, 4 1/2 FEET SOUTH OF A
 MF0721'CORNER FENCE POST, 1 FOOT WEST OF A FENCE, 188 YARDS SOUTH OF
 MF0721'BENCH MARK J 230, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 MF0721'1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 MF0721'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND IS
 MF0721'ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 MF0721'OF THE GROUND.  SEC 35, T33N, R1E
 MF0721
 MF0721                          STATION RECOVERY (1997)
 MF0721
 MF0721'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0721'RECOVERED IN GOOD CONDITION.
 MF0721
 MF0721                          STATION RECOVERY (2002)
 MF0721
 MF0721'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0721'RECOVERED IN GOOD CONDITION.
 MF0721
 MF0721                          STATION RECOVERY (2005)
 MF0721
 MF0721'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2005 (JRA)
 MF0721'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0866 ***********************************************************************
 MF0866  DESIGNATION -  E 237
 MF0866  PID         -  MF0866
 MF0866  STATE/COUNTY-  IL/LA SALLE
 MF0866  USGS QUAD   -  WENONA (1996)
 MF0866
 MF0866                         *CURRENT SURVEY CONTROL
 MF0866  ___________________________________________________________________
 MF0866* NAD 83(1986)-  41 01 04.     (N)    089 00 28.     (W)     SCALED    
 MF0866* NAVD 88     -       206.302  (meters)     676.84   (feet)  ADJUSTED  
 MF0866  ___________________________________________________________________
 MF0866  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MF0866  DYNAMIC HT  -         206.215 (meters)     676.56  (feet)  COMP
 MF0866  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 MF0866
 MF0866  VERT ORDER  -  FIRST     CLASS II
 MF0866
 MF0866.The horizontal coordinates were scaled from a topographic map and have
 MF0866.an estimated accuracy of +/- 6 seconds.
 MF0866
 MF0866.The orthometric height was determined by differential leveling
 MF0866.and adjusted by the National Geodetic Survey in June 1991..
 MF0866
 MF0866.The geoid height was determined by GEOID03.
 MF0866
 MF0866.The dynamic height is computed by dividing the NAVD 88
 MF0866.geopotential number by the normal gravity value computed on the
 MF0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0866.degrees latitude (g = 980.6199 gals.).
 MF0866
 MF0866.The modeled gravity was interpolated from observed gravity values.
 MF0866
 MF0866;                    North         East    Units  Estimated Accuracy
 MF0866;SPC IL E     -   483,240.      243,270.      MT  (+/- 180 meters Scaled)
 MF0866
 MF0866                          SUPERSEDED SURVEY CONTROL
 MF0866
 MF0866  NGVD 29 (??/??/92)  206.353  (m)          677.01   (f) ADJ UNCH    1 2
 MF0866
 MF0866.Superseded values are not recommended for survey control.
 MF0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0866.See file dsdata.txt to determine how the superseded data were derived.
 MF0866
 MF0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL311426(NAD 83)
 MF0866_MARKER: DB = BENCH MARK DISK
 MF0866_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0866_SP_SET: 24 FEET
 MF0866_STAMPING: E 237 1960
 MF0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0866+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 MF0866
 MF0866  HISTORY     - Date     Condition        Report By
 MF0866  HISTORY     - 1960     MONUMENTED       CGS
 MF0866  HISTORY     - 19970728 GOOD             USPSQD
 MF0866  HISTORY     - 20020923 GOOD             USPSQD
 MF0866
 MF0866                          STATION DESCRIPTION
 MF0866
 MF0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0866'1 MI W FROM LEEDS.
 MF0866'ABOUT 1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 MF0866'RAILWAY FROM THE BLACK TOP ROAD CROSSING AT LEEDS, 0.25 MILE
 MF0866'WEST OF MILE POST 103, AT A GRADED ROAD CROSSING, 46 FEET
 MF0866'NORTH OF NORTH RAIL OF NORTH TRACK, 35 FEET WEST OF CENTER
 MF0866'LINE OF ROAD, 56 FEET EAST-NORTHEAST OF FIRST TELEPHONE POLE
 MF0866'WEST OF CROSSING, 24 FEET NORTHWEST OF A 4-INCH STEEL POST
 MF0866'FOR PIPE LINE MARKER, 8 FEET WEST OF A FENCE CORNER, 2 FEET
 MF0866'SOUTH OF A FENCE LINE, 1 1/2 FEET EAST OF A STEEL WITNESS POST,
 MF0866'ABOUT 5 FEET BELOW LEVEL OF TRACK AND IS A DISK ON COPPER COATED
 MF0866'STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 6 1/2 INCH
 MF0866'TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH
 MF0866'OF 24 FEET.
 MF0866
 MF0866                          STATION RECOVERY (1997)
 MF0866
 MF0866'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0866'RECOVERED IN GOOD CONDITION.
 MF0866
 MF0866                          STATION RECOVERY (2002)
 MF0866
 MF0866'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1519 ***********************************************************************
 LC1519  DESIGNATION -  E 238
 LC1519  PID         -  LC1519
 LC1519  STATE/COUNTY-  IL/TAZEWELL
 LC1519  USGS QUAD   -  PEKIN (1996)
 LC1519
 LC1519                         *CURRENT SURVEY CONTROL
 LC1519  ___________________________________________________________________
 LC1519* NAD 83(1986)-  40 31 30.     (N)    089 43 53.     (W)     SCALED    
 LC1519* NAVD 88     -       140.920  (meters)     462.33   (feet)  ADJUSTED  
 LC1519  ___________________________________________________________________
 LC1519  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LC1519  DYNAMIC HT  -         140.853 (meters)     462.12  (feet)  COMP
 LC1519  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 LC1519
 LC1519  VERT ORDER  -  FIRST     CLASS II
 LC1519
 LC1519.The horizontal coordinates were scaled from a topographic map and have
 LC1519.an estimated accuracy of +/- 6 seconds.
 LC1519
 LC1519.The orthometric height was determined by differential leveling
 LC1519.and adjusted by the National Geodetic Survey in June 1991..
 LC1519
 LC1519.The geoid height was determined by GEOID03.
 LC1519
 LC1519.The dynamic height is computed by dividing the NAVD 88
 LC1519.geopotential number by the normal gravity value computed on the
 LC1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1519.degrees latitude (g = 980.6199 gals.).
 LC1519
 LC1519.The modeled gravity was interpolated from observed gravity values.
 LC1519
 LC1519;                    North         East    Units  Estimated Accuracy
 LC1519;SPC IL W     -   428,370.      736,880.      MT  (+/- 180 meters Scaled)
 LC1519
 LC1519                          SUPERSEDED SURVEY CONTROL
 LC1519
 LC1519  NGVD 29 (??/??/92)  141.022  (m)          462.67   (f) ADJ UNCH    1 2
 LC1519
 LC1519.Superseded values are not recommended for survey control.
 LC1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1519.See file dsdata.txt to determine how the superseded data were derived.
 LC1519
 LC1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK686896(NAD 83)
 LC1519_MARKER: DD = SURVEY DISK
 LC1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1519_SP_SET: BRIDGE
 LC1519_STAMPING: E 238 1961
 LC1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1519
 LC1519  HISTORY     - Date     Condition        Report By
 LC1519  HISTORY     - 1961     MONUMENTED       DOD
 LC1519  HISTORY     - 1961     GOOD             NGS
 LC1519
 LC1519                          STATION DESCRIPTION
 LC1519
 LC1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC1519'3 MI WSW FROM POWERTON.
 LC1519'ABOUT 3.05 MILES WEST-SOUTHWEST ALONG POWERTON AND MANITO ROAD
 LC1519'FROM THE GATE AT ENTRANCE TO POWERTON POWER PLANT, ON TOP OF
 LC1519'THE SOUTHEAST WINGWALL AND AT THE SOUTHWEST END OF A CONCRETE
 LC1519'BRIDGE OVER MACKINAW RIVER, 15.6 FEET SOUTHEAST OF THE CENTER LINE
 LC1519'OF THE ROAD, 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1219 ***********************************************************************
 LC1219  DESIGNATION -  E 239
 LC1219  PID         -  LC1219
 LC1219  STATE/COUNTY-  IL/MASON
 LC1219  USGS QUAD   -  TOPEKA (1982)
 LC1219
 LC1219                         *CURRENT SURVEY CONTROL
 LC1219  ___________________________________________________________________
 LC1219* NAD 83(1986)-  40 20 51.     (N)    089 59 45.     (W)     SCALED    
 LC1219* NAVD 88     -       138.699  (meters)     455.05   (feet)  ADJUSTED  
 LC1219  ___________________________________________________________________
 LC1219  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LC1219  DYNAMIC HT  -         138.631 (meters)     454.83  (feet)  COMP
 LC1219  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LC1219
 LC1219  VERT ORDER  -  FIRST     CLASS II
 LC1219
 LC1219.The horizontal coordinates were scaled from a topographic map and have
 LC1219.an estimated accuracy of +/- 6 seconds.
 LC1219
 LC1219.The orthometric height was determined by differential leveling
 LC1219.and adjusted by the National Geodetic Survey in June 1991..
 LC1219
 LC1219.The geoid height was determined by GEOID03.
 LC1219
 LC1219.The dynamic height is computed by dividing the NAVD 88
 LC1219.geopotential number by the normal gravity value computed on the
 LC1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1219.degrees latitude (g = 980.6199 gals.).
 LC1219
 LC1219.The modeled gravity was interpolated from observed gravity values.
 LC1219
 LC1219;                    North         East    Units  Estimated Accuracy
 LC1219;SPC IL W     -   408,590.      714,510.      MT  (+/- 180 meters Scaled)
 LC1219
 LC1219                          SUPERSEDED SURVEY CONTROL
 LC1219
 LC1219  NGVD 29 (??/??/92)  138.805  (m)          455.40   (f) ADJ UNCH    1 2
 LC1219
 LC1219.Superseded values are not recommended for survey control.
 LC1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1219.See file dsdata.txt to determine how the superseded data were derived.
 LC1219
 LC1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK455706(NAD 83)
 LC1219_MARKER: DB = BENCH MARK DISK
 LC1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1219_SP_SET: BRIDGE
 LC1219_STAMPING: E 239 1961
 LC1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1219
 LC1219  HISTORY     - Date     Condition        Report By
 LC1219  HISTORY     - 1961     MONUMENTED       CGS
 LC1219
 LC1219                          STATION DESCRIPTION
 LC1219
 LC1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1219'9.1 MI SW FROM FOREST CITY.
 LC1219'ABOUT 9.1 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 LC1219'OFFICE AT FOREST CITY, ON TOP OF THE NORTHWEST CONCRETE ABUTMENT
 LC1219'OF THE CONCRETE BRIDGE OVER QUIVER CREEK, 14.5 FEET NORTHWEST
 LC1219'OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF
 LC1219'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1792 ***********************************************************************
 LB1792  DESIGNATION -  E 24 RESET 1970
 LB1792  PID         -  LB1792
 LB1792  STATE/COUNTY-  IL/VERMILION
 LB1792  USGS QUAD   -  ROYAL (1968)
 LB1792
 LB1792                         *CURRENT SURVEY CONTROL
 LB1792  ___________________________________________________________________
 LB1792* NAD 83(1986)-  40 08 28.     (N)    087 54 11.     (W)     SCALED    
 LB1792* NAVD 88     -       202.33   (meters)     663.8    (feet)  RESET     
 LB1792  ___________________________________________________________________
 LB1792  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LB1792
 LB1792  VERT ORDER  -  THIRD
 LB1792
 LB1792.The horizontal coordinates were scaled from a topographic map and have
 LB1792.an estimated accuracy of +/- 6 seconds.
 LB1792
 LB1792.The orthometric height was computed from unverified reset data.
 LB1792
 LB1792.The geoid height was determined by GEOID03.
 LB1792
 LB1792;                    North         East    Units  Estimated Accuracy
 LB1792;SPC IL E     -   385,760.      336,670.      MT  (+/- 180 meters Scaled)
 LB1792
 LB1792                          SUPERSEDED SURVEY CONTROL
 LB1792
 LB1792.No superseded survey control is available for this station.
 LB1792
 LB1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK230438(NAD 83)
 LB1792_MARKER: DB = BENCH MARK DISK
 LB1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1792_STAMPING: E 24 RESET 1970
 LB1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1792+STABILITY: SURFACE MOTION
 LB1792
 LB1792  HISTORY     - Date     Condition        Report By
 LB1792  HISTORY     - 1970     MONUMENTED       NGS
 LB1792
 LB1792                          STATION DESCRIPTION
 LB1792
 LB1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1792'3.5 MI NE FROM OGDEN.
 LB1792'3.05 MILES EAST ALONG INTERSTATE HIGHWAY 74 FROM OGDEN, THENCE
 LB1792'NORTH ALONG STATE HIGHWAY 49 FOR 1.15 MILES TO THE MARK ON THE
 LB1792'LEFT, 190 FEET SOUTH OF THE SOUTH END OF A CONCRETE HEADWALL, 4
 LB1792'FEET NORTHEAST OF THE SOUTHEAST 1 OF 2 POWER POLES, 39 FEET
 LB1792'WEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTHEAST OF THE
 LB1792'NORTHWEST 1 OF 2 POWER POLES, 1 FOOT EAST OF A METAL WITNESS
 LB1792'POST, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 LB1792'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0171 ***********************************************************************
 LD0171  DESIGNATION -  E 240
 LD0171  PID         -  LD0171
 LD0171  STATE/COUNTY-  IL/CASS
 LD0171  USGS QUAD   -  BEARDSTOWN (1981)
 LD0171
 LD0171                         *CURRENT SURVEY CONTROL
 LD0171  ___________________________________________________________________
 LD0171* NAD 83(1986)-  40 01 00.     (N)    090 26 00.     (W)     SCALED    
 LD0171* NAVD 88     -       136.180  (meters)     446.78   (feet)  ADJUSTED  
 LD0171  ___________________________________________________________________
 LD0171  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0171  DYNAMIC HT  -         136.108 (meters)     446.55  (feet)  COMP
 LD0171  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 LD0171
 LD0171  VERT ORDER  -  FIRST     CLASS II
 LD0171
 LD0171.The horizontal coordinates were scaled from a topographic map and have
 LD0171.an estimated accuracy of +/- 6 seconds.
 LD0171
 LD0171.The orthometric height was determined by differential leveling
 LD0171.and adjusted by the National Geodetic Survey in June 1991..
 LD0171
 LD0171.The geoid height was determined by GEOID03.
 LD0171
 LD0171.The dynamic height is computed by dividing the NAVD 88
 LD0171.geopotential number by the normal gravity value computed on the
 LD0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0171.degrees latitude (g = 980.6199 gals.).
 LD0171
 LD0171.The modeled gravity was interpolated from observed gravity values.
 LD0171
 LD0171;                    North         East    Units  Estimated Accuracy
 LD0171;SPC IL W     -   371,870.      677,240.      MT  (+/- 180 meters Scaled)
 LD0171
 LD0171                          SUPERSEDED SURVEY CONTROL
 LD0171
 LD0171  NGVD 29 (??/??/92)  136.291  (m)          447.15   (f) ADJ UNCH    1 2
 LD0171
 LD0171.Superseded values are not recommended for survey control.
 LD0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0171.See file dsdata.txt to determine how the superseded data were derived.
 LD0171
 LD0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE190327(NAD 83)
 LD0171_MARKER: DB = BENCH MARK DISK
 LD0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0171_SP_SET: BUILDING
 LD0171_STAMPING: E 240 1961
 LD0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0171
 LD0171  HISTORY     - Date     Condition        Report By
 LD0171  HISTORY     - 1961     MONUMENTED       CGS
 LD0171
 LD0171                          STATION DESCRIPTION
 LD0171
 LD0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0171'AT BEARDSTOWN.
 LD0171'AT BEARDSTOWN, AT THE POST OFFICE, AT THE INTERSECTION OF MAIN AND
 LD0171'STATE STREET, SET ON TOP OF THE CENTER OF THE NORTHEAST CONCRETE
 LD0171'BANNISTER, 56.4 FEET NORTHEAST OF THE NORTHEAST CURB OF STATE
 LD0171'STREET, 17 FEET NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET,
 LD0171'14 FEET NORTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE TO THE
 LD0171'BUILDING AND 3 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0187 ***********************************************************************
 JC0187  DESIGNATION -  E 241
 JC0187  PID         -  JC0187
 JC0187  STATE/COUNTY-  IL/JERSEY
 JC0187  USGS QUAD   -  GRAFTON (1990)
 JC0187
 JC0187                         *CURRENT SURVEY CONTROL
 JC0187  ___________________________________________________________________
 JC0187* NAD 83(1986)-  38 58 11.     (N)    090 29 17.     (W)     SCALED    
 JC0187* NAVD 88     -       134.429  (meters)     441.04   (feet)  ADJUSTED  
 JC0187  ___________________________________________________________________
 JC0187  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JC0187  DYNAMIC HT  -         134.344 (meters)     440.76  (feet)  COMP
 JC0187  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 JC0187
 JC0187  VERT ORDER  -  FIRST     CLASS II
 JC0187
 JC0187.The horizontal coordinates were scaled from a topographic map and have
 JC0187.an estimated accuracy of +/- 6 seconds.
 JC0187
 JC0187.The orthometric height was determined by differential leveling
 JC0187.and adjusted by the National Geodetic Survey in June 1991..
 JC0187
 JC0187.The geoid height was determined by GEOID03.
 JC0187
 JC0187.The dynamic height is computed by dividing the NAVD 88
 JC0187.geopotential number by the normal gravity value computed on the
 JC0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0187.degrees latitude (g = 980.6199 gals.).
 JC0187
 JC0187.The modeled gravity was interpolated from observed gravity values.
 JC0187
 JC0187;                    North         East    Units  Estimated Accuracy
 JC0187;SPC IL W     -   255,660.      672,150.      MT  (+/- 180 meters Scaled)
 JC0187
 JC0187                          SUPERSEDED SURVEY CONTROL
 JC0187
 JC0187  NGVD 29 (??/??/92)  134.544  (m)          441.42   (f) ADJ UNCH    1 2
 JC0187
 JC0187.Superseded values are not recommended for survey control.
 JC0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0187.See file dsdata.txt to determine how the superseded data were derived.
 JC0187
 JC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD176164(NAD 83)
 JC0187_MARKER: DB = BENCH MARK DISK
 JC0187_SETTING: 66 = SET IN ROCK OUTCROP
 JC0187_SP_SET: ROCK LEDGE
 JC0187_STAMPING: E 241 1961
 JC0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0187+STABILITY: POSITION/ELEVATION WELL
 JC0187
 JC0187  HISTORY     - Date     Condition        Report By
 JC0187  HISTORY     - 1961     MONUMENTED       CGS
 JC0187  HISTORY     - 19990306 GOOD             USPSQD
 JC0187  HISTORY     - 20010331 GOOD             NGS
 JC0187  HISTORY     - 20010331 GOOD             NGS
 JC0187
 JC0187                          STATION DESCRIPTION
 JC0187
 JC0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0187'2.8 MI W FROM GRAFTON.
 JC0187'ABOUT 2.85 MILES WEST ALONG STATE HIGHWAY 100 FROM THE GRAFTON
 JC0187'SCHOOL AT GRAFTON, SECTION S 12 T 6 R 13 W, ABOUT NEAR THE
 JC0187'CENTER OF A GROUP OF CABINS THAT LINES BOTH SIDE OF THE HIGHWAY,
 JC0187'AT THE JUNCTION OF A DRIVE LEADING NORTH TO CABINS ON HILLSIDE
 JC0187'ABOVE THE HIGHWAY, SET ON TOP OF THE SOUTH EDGE OF A ROCK THAT
 JC0187'IS ABOUT 8 FEET SQUARE AND 3 FEET HIGH, 37 FEET NORTH OF THE
 JC0187'CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF
 JC0187'THE DRIVEWAY, 2 1/2 FEET WEST OF THE SOUTHEAST CORNER OF THE
 JC0187'ROCK AND ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JC0187
 JC0187                          STATION RECOVERY (1999)
 JC0187
 JC0187'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0187'RECOVERED IN GOOD CONDITION.
 JC0187
 JC0187                          STATION RECOVERY (2001)
 JC0187
 JC0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0187
 JC0187                          STATION RECOVERY (2001)
 JC0187
 JC0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0138 ***********************************************************************
 KC0138  DESIGNATION -  E 242
 KC0138  PID         -  KC0138
 KC0138  STATE/COUNTY-  IL/GREENE
 KC0138  USGS QUAD   -  HARDIN (1978)
 KC0138
 KC0138                         *CURRENT SURVEY CONTROL
 KC0138  ___________________________________________________________________
 KC0138* NAD 83(1986)-  39 12 49.     (N)    090 33 19.     (W)     SCALED    
 KC0138* NAVD 88     -       149.688  (meters)     491.10   (feet)  ADJUSTED  
 KC0138  ___________________________________________________________________
 KC0138  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KC0138  DYNAMIC HT  -         149.601 (meters)     490.82  (feet)  COMP
 KC0138  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 KC0138
 KC0138  VERT ORDER  -  FIRST     CLASS II
 KC0138
 KC0138.The horizontal coordinates were scaled from a topographic map and have
 KC0138.an estimated accuracy of +/- 6 seconds.
 KC0138
 KC0138.The orthometric height was determined by differential leveling
 KC0138.and adjusted by the National Geodetic Survey in June 1991..
 KC0138
 KC0138.The geoid height was determined by GEOID03.
 KC0138
 KC0138.The dynamic height is computed by dividing the NAVD 88
 KC0138.geopotential number by the normal gravity value computed on the
 KC0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0138.degrees latitude (g = 980.6199 gals.).
 KC0138
 KC0138.The modeled gravity was interpolated from observed gravity values.
 KC0138
 KC0138;                    North         East    Units  Estimated Accuracy
 KC0138;SPC IL W     -   282,750.      666,440.      MT  (+/- 180 meters Scaled)
 KC0138
 KC0138                          SUPERSEDED SURVEY CONTROL
 KC0138
 KC0138  NGVD 29 (??/??/92)  149.800  (m)          491.47   (f) ADJ UNCH    1 2
 KC0138
 KC0138.Superseded values are not recommended for survey control.
 KC0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0138.See file dsdata.txt to determine how the superseded data were derived.
 KC0138
 KC0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD110433(NAD 83)
 KC0138_MARKER: DB = BENCH MARK DISK
 KC0138_SETTING: 66 = SET IN ROCK OUTCROP
 KC0138_SP_SET: ROCK CLIFF
 KC0138_STAMPING: E 242 1961
 KC0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0138+STABILITY: POSITION/ELEVATION WELL
 KC0138
 KC0138  HISTORY     - Date     Condition        Report By
 KC0138  HISTORY     - 1961     MONUMENTED       CGS
 KC0138
 KC0138                          STATION DESCRIPTION
 KC0138
 KC0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0138'1.6 MI N FROM SPANKEY.
 KC0138'ABOUT 1.65 MILES NORTH ALONG A GRADED ROAD FROM THE NORTH END
 KC0138'OF A 450 FEET LONG BRIDGE OVER MACOUPIN CREEK AT SPANKEY, ABOUT
 KC0138'5.75 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSING OF
 KC0138'STATE HIGHWAY 108 AT ELDRED, AT THE INSIDE OF A LONG CURVE, ON
 KC0138'THE SOUTHWEST SLOPE OF A STEEP HILL, SET VERTICALLY IN THE
 KC0138'SOUTHWEST FACE OF A ROCK CLIFF ABOUT 100 YARDS LONG AND 40 FEET
 KC0138'HIGH, SECTION S 21 T 9 N R 13 W, 65 FEET NORTHWEST OF THE CENTER
 KC0138'LINE OF THE ROAD, 10 FEET SOUTHWEST OF A ROUNDED CORNER ON THE
 KC0138'FACE OF THE CLIFF, 2 FEET ABOVE THE LEVEL OF THE GROUND AND
 KC0138'ABOUT 40 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0155 ***********************************************************************
 KC0155  DESIGNATION -  E 243
 KC0155  PID         -  KC0155
 KC0155  STATE/COUNTY-  IL/GREENE
 KC0155  USGS QUAD   -  KAMPSVILLE (1980)
 KC0155
 KC0155                         *CURRENT SURVEY CONTROL
 KC0155  ___________________________________________________________________
 KC0155* NAD 83(1986)-  39 21 59.     (N)    090 32 37.     (W)     SCALED    
 KC0155* NAVD 88     -       135.679  (meters)     445.14   (feet)  ADJUSTED  
 KC0155  ___________________________________________________________________
 KC0155  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KC0155  DYNAMIC HT  -         135.600 (meters)     444.88  (feet)  COMP
 KC0155  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 KC0155
 KC0155  VERT ORDER  -  FIRST     CLASS II
 KC0155
 KC0155.The horizontal coordinates were scaled from a topographic map and have
 KC0155.an estimated accuracy of +/- 6 seconds.
 KC0155
 KC0155.The orthometric height was determined by differential leveling
 KC0155.and adjusted by the National Geodetic Survey in June 1991..
 KC0155
 KC0155.The geoid height was determined by GEOID03.
 KC0155
 KC0155.The dynamic height is computed by dividing the NAVD 88
 KC0155.geopotential number by the normal gravity value computed on the
 KC0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0155.degrees latitude (g = 980.6199 gals.).
 KC0155
 KC0155.The modeled gravity was interpolated from observed gravity values.
 KC0155
 KC0155;                    North         East    Units  Estimated Accuracy
 KC0155;SPC IL W     -   299,710.      667,520.      MT  (+/- 180 meters Scaled)
 KC0155
 KC0155                          SUPERSEDED SURVEY CONTROL
 KC0155
 KC0155  NGVD 29 (??/??/92)  135.800  (m)          445.54   (f) ADJ UNCH    1 2
 KC0155
 KC0155.Superseded values are not recommended for survey control.
 KC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0155.See file dsdata.txt to determine how the superseded data were derived.
 KC0155
 KC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD116603(NAD 83)
 KC0155_MARKER: DB = BENCH MARK DISK
 KC0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0155_SP_SET: BRIDGE
 KC0155_STAMPING: E 243 1961
 KC0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0155
 KC0155  HISTORY     - Date     Condition        Report By
 KC0155  HISTORY     - 1961     MONUMENTED       CGS
 KC0155
 KC0155                          STATION DESCRIPTION
 KC0155
 KC0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0155'5.6 MI N FROM ELDRED.
 KC0155'ABOUT 5.6 MILES NORTH ALONG AN ASPHALT ROAD FROM THE CROSSING
 KC0155'OF STATE HIGHWAY 108 AT ELDRED, 0.25 MILE SOUTH OF THE SOUTH END
 KC0155'OF THE LARGE BRIDGE OVER APPLE CREEK, ON TOP OF THE EAST END
 KC0155'OF THE SOUTH CONCRETE ABUTMENT OF A 150 FEET LONG BRIDGE OVER
 KC0155'A SLOUGH, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 1/2
 KC0155'FOOT ABOVE THE LEVEL OF THE ROAD.  SECTION S 27-T 11 N- R 13 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3185 ***********************************************************************
 AI3185  DESIGNATION -  E 243 RESET
 AI3185  PID         -  AI3185
 AI3185  STATE/COUNTY-  IL/GREENE
 AI3185  USGS QUAD   -  KAMPSVILLE (1980)
 AI3185
 AI3185                         *CURRENT SURVEY CONTROL
 AI3185  ___________________________________________________________________
 AI3185* NAD 83(1986)-  39 21 59.     (N)    090 32 37.     (W)     SCALED    
 AI3185* NAVD 88     -       135.45   (meters)     444.4    (feet)  RESET     
 AI3185  ___________________________________________________________________
 AI3185  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AI3185
 AI3185  VERT ORDER  -  THIRD
 AI3185
 AI3185.The horizontal coordinates were scaled from a topographic map and have
 AI3185.an estimated accuracy of +/- 6 seconds.
 AI3185
 AI3185.The orthometric height was computed from unverified reset data.
 AI3185.No vertical observational check was made to the station.
 AI3185
 AI3185.The geoid height was determined by GEOID03.
 AI3185
 AI3185;                    North         East    Units  Estimated Accuracy
 AI3185;SPC IL W     -   299,710.      667,520.      MT  (+/- 180 meters Scaled)
 AI3185
 AI3185                          SUPERSEDED SURVEY CONTROL
 AI3185
 AI3185.No superseded survey control is available for this station.
 AI3185
 AI3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD116603(NAD 83)
 AI3185_MARKER: DV = VERTICAL CONTROL DISK
 AI3185_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI3185_SP_SET: BRIDGE WINGWALL
 AI3185_STAMPING: E 243 RESET 1998
 AI3185_MARK LOGO: NGS   
 AI3185_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3185
 AI3185  HISTORY     - Date     Condition        Report By
 AI3185  HISTORY     - 1998     MONUMENTED       NGS
 AI3185
 AI3185                          STATION DESCRIPTION
 AI3185
 AI3185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RKB)
 AI3185'STATION IS 5.6 MI (9.0 KM) NORTH ALONG AS ASPHALT ROAD (ELDRED RD)
 AI3185'FROM ITS INTERSECTION WITH ILLINOIS ROUTE 108 AT ELDRED, AND ABOUT
 AI3185'0.25 MI (0.40 KM) SOUTH OF THE SOUTH END OF A LARGE BRIDGE OVER APPLE
 AI3185'CREEK, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE OVER A
 AI3185'SLOUGH, 6 M (19.7 FT) WEST OF THE CENTERLINE OF THE ROAD, AND 0.5 M
 AI3185'(1.6 FT) WEST OF THE CENTER OF THE NORTH END OF PARAPET WALL. STATION
 AI3185'IS SET IN A DRILL HOLE IN A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0229 ***********************************************************************
 KC0229  CBN         -  This is a Cooperative Base Network Control Station.
 KC0229  DESIGNATION -  E 244
 KC0229  PID         -  KC0229
 KC0229  STATE/COUNTY-  IL/SCOTT
 KC0229  USGS QUAD   -  BEDFORD (1980)
 KC0229
 KC0229                         *CURRENT SURVEY CONTROL
 KC0229  ___________________________________________________________________
 KC0229* NAD 83(1997)-  39 34 48.22099(N)    090 31 26.31800(W)     ADJUSTED  
 KC0229* NAVD 88     -       151.116  (meters)     495.79   (feet)  ADJUSTED  
 KC0229  ___________________________________________________________________
 KC0229  X           -     -45,017.531 (meters)                     COMP
 KC0229  Y           -  -4,922,432.696 (meters)                     COMP
 KC0229  Z           -   4,042,234.057 (meters)                     COMP
 KC0229  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 KC0229  ELLIP HEIGHT-         118.67  (meters)          (09/15/03) GPS OBS
 KC0229  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KC0229  DYNAMIC HT  -         151.032 (meters)     495.51  (feet)  COMP
 KC0229  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 KC0229
 KC0229  HORZ ORDER  -  A
 KC0229  VERT ORDER  -  FIRST     CLASS II
 KC0229  ELLP ORDER  -  FOURTH    CLASS I
 KC0229
 KC0229.The horizontal coordinates were established by GPS observations
 KC0229.and adjusted by the National Geodetic Survey in September 2003..
 KC0229
 KC0229.The orthometric height was determined by differential leveling
 KC0229.and adjusted by the National Geodetic Survey in June 1991..
 KC0229
 KC0229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0229
 KC0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0229
 KC0229.The ellipsoidal height was determined by GPS observations
 KC0229.and is referenced to NAD 83.
 KC0229
 KC0229.The geoid height was determined by GEOID03.
 KC0229
 KC0229.The dynamic height is computed by dividing the NAVD 88
 KC0229.geopotential number by the normal gravity value computed on the
 KC0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0229.degrees latitude (g = 980.6199 gals.).
 KC0229
 KC0229.The modeled gravity was interpolated from observed gravity values.
 KC0229
 KC0229;                    North         East     Units Scale Factor Converg.
 KC0229;SPC IL W     -   323,425.490   669,303.555   MT  0.99995277   -0 13 39.6
 KC0229;SPC IL W     - 1,061,105.13  2,195,873.41   sFT  0.99995277   -0 13 39.6
 KC0229;UTM  15      - 4,384,078.503   712,654.139   MT  1.00015680   +1 34 41.5
 KC0229
 KC0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0229!SPC IL W     -   0.99998138  x   0.99995277  =   0.99993415
 KC0229!UTM  15      -   0.99998138  x   1.00015680  =   1.00013818
 KC0229
 KC0229                          SUPERSEDED SURVEY CONTROL
 KC0229
 KC0229  NAVD 88 (09/15/03)  151.12   (m)          495.8    (f) LEVELING    3  
 KC0229  NGVD 29 (??/??/92)  151.247  (m)          496.22   (f) ADJ UNCH    1 2
 KC0229
 KC0229.Superseded values are not recommended for survey control.
 KC0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0229.See file dsdata.txt to determine how the superseded data were derived.
 KC0229
 KC0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1265484079(NAD 83)
 KC0229_MARKER: DB = BENCH MARK DISK
 KC0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0229_SP_SET: CULVERT
 KC0229_STAMPING: E 244 1961
 KC0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0229+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 KC0229
 KC0229  HISTORY     - Date     Condition        Report By
 KC0229  HISTORY     - 1961     MONUMENTED       CGS
 KC0229  HISTORY     - 20020815 GOOD             NGS
 KC0229  HISTORY     - 20030911 GOOD             NGS
 KC0229  HISTORY     - 20030919 GOOD             NGS
 KC0229
 KC0229                          STATION DESCRIPTION
 KC0229
 KC0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0229'9.2 MI N FROM HILLVIEW.
 KC0229'ABOUT 9.25 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0229'BAPTIST CHURCH AT HILLVIEW, ABOUT 40 YARDS NORTH OF THE JUNCTION
 KC0229'OF A ROAD LEADING WEST, ON TOP OF THE NORTH END OF THE EAST
 KC0229'CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT UNDER THE
 KC0229'BLACK TOP ROAD, 22 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KC0229'1/2 FOOT SOUTH OF THE NORTH END OF THE HEADWALL AND 1/2 FOOT
 KC0229'BELOW THE LEVEL OF THE ROAD.
 KC0229
 KC0229                          STATION RECOVERY (2002)
 KC0229
 KC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DS)
 KC0229'THE STATION IS LOCATED BOUT 7 MILES SOUTHWEST OF WINCHESTER IL. TO
 KC0229'REACH FROM THE
 KC0229'JUNCTION OF STATE HIGHWAY 36 AND STATE HIGHWAY 106 IN WINCHESTER GO
 KC0229'WEST ON HIGHWAY
 KC0229'106 FOR ABOUT 3.2 MILES, TURN LEFT (SOUTH) ON COUNTY ROAD 675 E
 KC0229'(HILLVIEW ROAD) FOR 3.5
 KC0229'MILES TO STATION ON WEST, SET ON THE NORTH END OF THE EAST SIDE OF A 4
 KC0229'FOOT CONCRETE
 KC0229'BOX CULVERT UNDER THE ROAD. 22 FOOT EAST OF CENTERLINE OF ROAD 0.5 FT
 KC0229'SOUTH OF NORTH
 KC0229'END HEADWALL 0.5 FT BELOW THE LEVEL OF ROAD.
 KC0229' 
 KC0229'
 KC0229
 KC0229                          STATION RECOVERY (2003)
 KC0229
 KC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CFP)
 KC0229'THE MARK IS LOCATED ABOUT 40 M NORTH OF THE INTERESECTION OF BIG SWAN
 KC0229'RD (400 NTH RD) AND HILLVIEW RD ON THE EAST END OF A 4 FOOT BOX
 KC0229'CULVERT WHICH CROSSES HILLVIEW ROAD. THE MARK IS LOCATED ON THE NORTH
 KC0229'END OF THE HEADWALL OF THIS CULVERT. THE CULVERT IS LOCATED BETWEEN
 KC0229'TWO PRIVATE DRIVEWAYS ABOUT 20 M APART.
 KC0229
 KC0229                          STATION RECOVERY (2003)
 KC0229
 KC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CFP)
 KC0229'A METAL WITNESS POST WAS INSTALLED 1.6 M (5.2 FT) SOUTH OF THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0239 ***********************************************************************
 KC0239  DESIGNATION -  E 245
 KC0239  PID         -  KC0239
 KC0239  STATE/COUNTY-  IL/SCOTT
 KC0239  USGS QUAD   -  FLORENCE (1980)
 KC0239
 KC0239                         *CURRENT SURVEY CONTROL
 KC0239  ___________________________________________________________________
 KC0239* NAD 83(1986)-  39 37 49.     (N)    090 32 32.     (W)     SCALED    
 KC0239* NAVD 88     -       132.967  (meters)     436.24   (feet)  ADJUSTED  
 KC0239  ___________________________________________________________________
 KC0239  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0239  DYNAMIC HT  -         132.894 (meters)     436.00  (feet)  COMP
 KC0239  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 KC0239
 KC0239  VERT ORDER  -  FIRST     CLASS II
 KC0239
 KC0239.The horizontal coordinates were scaled from a topographic map and have
 KC0239.an estimated accuracy of +/- 6 seconds.
 KC0239
 KC0239.The orthometric height was determined by differential leveling
 KC0239.and adjusted by the National Geodetic Survey in June 1991..
 KC0239
 KC0239.The geoid height was determined by GEOID03.
 KC0239
 KC0239.The dynamic height is computed by dividing the NAVD 88
 KC0239.geopotential number by the normal gravity value computed on the
 KC0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0239.degrees latitude (g = 980.6199 gals.).
 KC0239
 KC0239.The modeled gravity was interpolated from observed gravity values.
 KC0239
 KC0239;                    North         East    Units  Estimated Accuracy
 KC0239;SPC IL W     -   329,010.      667,760.      MT  (+/- 180 meters Scaled)
 KC0239
 KC0239                          SUPERSEDED SURVEY CONTROL
 KC0239
 KC0239  NGVD 29 (??/??/92)  133.094  (m)          436.66   (f) ADJ UNCH    1 2
 KC0239
 KC0239.Superseded values are not recommended for survey control.
 KC0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0239.See file dsdata.txt to determine how the superseded data were derived.
 KC0239
 KC0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD109896(NAD 83)
 KC0239_MARKER: DB = BENCH MARK DISK
 KC0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0239_STAMPING: E 245 1961
 KC0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0239+STABILITY: SURFACE MOTION
 KC0239
 KC0239  HISTORY     - Date     Condition        Report By
 KC0239  HISTORY     - 1961     MONUMENTED       CGS
 KC0239
 KC0239                          STATION DESCRIPTION
 KC0239
 KC0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0239'13.8 MI N FROM HILLVIEW.
 KC0239'ABOUT 12.95 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0239'BAPTIST CHURCH AT HILLVIEW, THENCE 0.8 MILE WEST ALONG U.S.
 KC0239'HIGHWAY 36, AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTH TO A
 KC0239'FARM HOUSE, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15
 KC0239'FEET WEST OF THE CENTER LINE OF THE PRIVATE ROAD, 11 FEET
 KC0239'SOUTHWEST OF THE WEST END OF AN 18-INCH PIPE CULVERT UNDER THE
 KC0239'PRIVATE ROAD, 8 FEET WEST OF A FENCE CORNER, 2 FEET EAST OF A
 KC0239'METAL WITNESS POST, 1 1/2 FEET NORTH OF A FENCE LINE, 1 FOOT
 KC0239'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 KC0239'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS
 KC0239'MARK CAN BE REACHED BY GOING 10.1 MILES SOUTH ALONG STATE
 KC0239'HIGHWAY 100 FROM THE CROSSING OF THE WABASH RAILROAD AT BLUFFS
 KC0239'THENCE 1.7 MILES EAST ALONG U.S. HIGHWAY 36 TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1025 ***********************************************************************
 LC1025  DESIGNATION -  E 246
 LC1025  PID         -  LC1025
 LC1025  STATE/COUNTY-  IL/MCLEAN
 LC1025  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1025
 LC1025                         *CURRENT SURVEY CONTROL
 LC1025  ___________________________________________________________________
 LC1025* NAD 83(1986)-  40 22 56.     (N)    089 05 25.     (W)     SCALED    
 LC1025* NAVD 88     -       213.446  (meters)     700.28   (feet)  ADJUSTED  
 LC1025  ___________________________________________________________________
 LC1025  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LC1025  DYNAMIC HT  -         213.343 (meters)     699.94  (feet)  COMP
 LC1025  MODELED GRAV-     980,137.5   (mgal)                       NAVD 88
 LC1025
 LC1025  VERT ORDER  -  SECOND    CLASS 0
 LC1025
 LC1025.The horizontal coordinates were scaled from a topographic map and have
 LC1025.an estimated accuracy of +/- 6 seconds.
 LC1025
 LC1025.The orthometric height was determined by differential leveling
 LC1025.and adjusted by the National Geodetic Survey in June 1991..
 LC1025
 LC1025.The geoid height was determined by GEOID03.
 LC1025
 LC1025.The dynamic height is computed by dividing the NAVD 88
 LC1025.geopotential number by the normal gravity value computed on the
 LC1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1025.degrees latitude (g = 980.6199 gals.).
 LC1025
 LC1025.The modeled gravity was interpolated from observed gravity values.
 LC1025
 LC1025;                    North         East    Units  Estimated Accuracy
 LC1025;SPC IL E     -   412,720.      235,730.      MT  (+/- 180 meters Scaled)
 LC1025
 LC1025                          SUPERSEDED SURVEY CONTROL
 LC1025
 LC1025  NGVD 29 (??/??/92)  213.510  (m)          700.49   (f) ADJ UNCH    2 0
 LC1025
 LC1025.Superseded values are not recommended for survey control.
 LC1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1025.See file dsdata.txt to determine how the superseded data were derived.
 LC1025
 LC1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK225722(NAD 83)
 LC1025_MARKER: DB = BENCH MARK DISK
 LC1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1025_SP_SET: CULVERT
 LC1025_STAMPING: E 246 1960
 LC1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1025
 LC1025  HISTORY     - Date     Condition        Report By
 LC1025  HISTORY     - 1960     MONUMENTED       CGS
 LC1025
 LC1025                          STATION DESCRIPTION
 LC1025
 LC1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1025'6 MI NE FROM MCLEAN.
 LC1025'ABOUT 6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1025'WITH U.S. HIGHWAY 136 IN THE EAST PART OF MCLEAN , ABOUT 1.75
 LC1025'MILES NORTHEAST OF THE SMALL COMMUNITY OF FUNKS GROVE, SET IN
 LC1025'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF AN 8
 LC1025'FOOT CONCRETE CULVERT UNDER THE GULF MOBILE AND OHIO RAILROAD, 90
 LC1025'FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S.
 LC1025'HIGHWAY 66, 18 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH
 LC1025'BOUND TRACK OF THE GULF MOBILE AND OHIO RAILROAD, 4 FEET ABOVE
 LC1025'THE LEVEL OF THE HIGHWAY, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 LC1025'TRACK.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE JUNCTION
 LC1025'OF U.S. HIGHWAY 66 AND U.S. HIGHWAY 51 IN THE SOUTH PART OF
 LC1025'BLOOMINGTON BY GOING 7.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0337 ***********************************************************************
 MF0337  DESIGNATION -  E 247
 MF0337  PID         -  MF0337
 MF0337  STATE/COUNTY-  IL/WILL
 MF0337  USGS QUAD   -  CHANNAHON (1993)
 MF0337
 MF0337                         *CURRENT SURVEY CONTROL
 MF0337  ___________________________________________________________________
 MF0337* NAD 83(1986)-  41 24 40.     (N)    088 11 37.     (W)     SCALED    
 MF0337* NAVD 88     -       165.714  (meters)     543.68   (feet)  ADJUSTED  
 MF0337  ___________________________________________________________________
 MF0337  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF0337  DYNAMIC HT  -         165.651 (meters)     543.47  (feet)  COMP
 MF0337  MODELED GRAV-     980,243.5   (mgal)                       NAVD 88
 MF0337
 MF0337  VERT ORDER  -  SECOND    CLASS 0
 MF0337
 MF0337.The horizontal coordinates were scaled from a topographic map and have
 MF0337.an estimated accuracy of +/- 6 seconds.
 MF0337
 MF0337.The orthometric height was determined by differential leveling
 MF0337.and adjusted by the National Geodetic Survey in June 1991..
 MF0337
 MF0337.The geoid height was determined by GEOID03.
 MF0337
 MF0337.The dynamic height is computed by dividing the NAVD 88
 MF0337.geopotential number by the normal gravity value computed on the
 MF0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0337.degrees latitude (g = 980.6199 gals.).
 MF0337
 MF0337.The modeled gravity was interpolated from observed gravity values.
 MF0337
 MF0337;                    North         East    Units  Estimated Accuracy
 MF0337;SPC IL E     -   526,710.      311,680.      MT  (+/- 180 meters Scaled)
 MF0337
 MF0337                          SUPERSEDED SURVEY CONTROL
 MF0337
 MF0337  NGVD 29 (??/??/92)  165.803  (m)          543.97   (f) ADJ UNCH    2 0
 MF0337
 MF0337.Superseded values are not recommended for survey control.
 MF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0337.See file dsdata.txt to determine how the superseded data were derived.
 MF0337
 MF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL002850(NAD 83)
 MF0337_MARKER: DB = BENCH MARK DISK
 MF0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0337_STAMPING: E 247 1960
 MF0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0337+STABILITY: SURFACE MOTION
 MF0337
 MF0337  HISTORY     - Date     Condition        Report By
 MF0337  HISTORY     - 1960     MONUMENTED       CGS
 MF0337  HISTORY     - 1961     GOOD             NGS
 MF0337  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0337
 MF0337                          STATION DESCRIPTION
 MF0337
 MF0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0337'3.5 MI SE FROM CHANNAHON.
 MF0337'ABOUT 0.6 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CHANNAHON
 MF0337'GRADE SCHOOL IN CHANNAHON, THENCE 1.3 MILES EAST ALONG A GRAVELED
 MF0337'ROAD, THENCE 1.6 MILES SOUTH ALONG U.S. HIGHWAY 66 TO THE JOLIET
 MF0337'ARSENAL ROAD, THENCE 0.05 MILE SOUTHWEST ALONG A SERVICE ROAD WEST
 MF0337'OF U.S. HIGHWAY 66, TO A POWER LINE CROSSING, 38 FEET WEST OF THE
 MF0337'CENTER LINE OF THE SERVICE ROAD, 117 FEET WEST OF THE CENTER LINE
 MF0337'OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 66, 1 FOOT EAST OF THE
 MF0337'FENCE, 15 FEET SOUTH OF THE POWER LINE CROSSING, 2.1 FEET NORTH
 MF0337'OF A METAL WITNESS POST, 2 FEET BELOW THE SERVICE ROAD, AND SET IN
 MF0337'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 MF0337
 MF0337                          STATION RECOVERY (1989)
 MF0337
 MF0337'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0439 ***********************************************************************
 MF0439  DESIGNATION -  E 248
 MF0439  PID         -  MF0439
 MF0439  STATE/COUNTY-  IL/LIVINGSTON
 MF0439  USGS QUAD   -  ODELL (1983)
 MF0439
 MF0439                         *CURRENT SURVEY CONTROL
 MF0439  ___________________________________________________________________
 MF0439* NAD 83(1986)-  41 01 16.     (N)    088 30 30.     (W)     SCALED    
 MF0439* NAVD 88     -       212.230  (meters)     696.29   (feet)  ADJUSTED  
 MF0439  ___________________________________________________________________
 MF0439  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MF0439  DYNAMIC HT  -         212.144 (meters)     696.01  (feet)  COMP
 MF0439  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 MF0439
 MF0439  VERT ORDER  -  SECOND    CLASS 0
 MF0439
 MF0439.The horizontal coordinates were scaled from a topographic map and have
 MF0439.an estimated accuracy of +/- 6 seconds.
 MF0439
 MF0439.The orthometric height was determined by differential leveling
 MF0439.and adjusted by the National Geodetic Survey in June 1991..
 MF0439
 MF0439.The geoid height was determined by GEOID03.
 MF0439
 MF0439.The dynamic height is computed by dividing the NAVD 88
 MF0439.geopotential number by the normal gravity value computed on the
 MF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0439.degrees latitude (g = 980.6199 gals.).
 MF0439
 MF0439.The modeled gravity was interpolated from observed gravity values.
 MF0439
 MF0439;                    North         East    Units  Estimated Accuracy
 MF0439;SPC IL E     -   483,400.      285,280.      MT  (+/- 180 meters Scaled)
 MF0439
 MF0439                          SUPERSEDED SURVEY CONTROL
 MF0439
 MF0439  NGVD 29 (??/??/92)  212.298  (m)          696.51   (f) ADJ UNCH    2 0
 MF0439
 MF0439.Superseded values are not recommended for survey control.
 MF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0439.See file dsdata.txt to determine how the superseded data were derived.
 MF0439
 MF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL731421(NAD 83)
 MF0439_MARKER: DB = BENCH MARK DISK
 MF0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0439_SP_SET: CULVERT
 MF0439_STAMPING: E 248 1960
 MF0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0439
 MF0439  HISTORY     - Date     Condition        Report By
 MF0439  HISTORY     - 1960     MONUMENTED       CGS
 MF0439  HISTORY     - 1961     GOOD             NGS
 MF0439
 MF0439                          STATION DESCRIPTION
 MF0439
 MF0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0439'2 MI NE FROM ODELL.
 MF0439'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE
 MF0439'GULF, MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 1.7
 MF0439'MILES NORTHEAST ALONG U.S. HIGHWAY 66, ABOUT 0.15 MILES
 MF0439'NORTHEAST OF THE JUNCTION OF A DIRT ROAD, SET IN THE TOP OF
 MF0439'THE NORTHWEST END OF THE NORTHWEST HEADWALL OF A 2 FOOT CONCRETE
 MF0439'BOX CULVERT UNDER THE GULF MOBILE AND OHIO RAIL ROAD, 60 FEET
 MF0439'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF U.S.
 MF0439'HIGHWAY 66, 15 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MF0439'SOUTHBOUND TRACK OF THE GULF, MOBILE AND OHIO RAIL ROAD, 3
 MF0439'FEET BELOW THE LEVEL OF THE HIGHWAY, AND 5 FEET BELOW THE LEVEL
 MF0439'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0174 ***********************************************************************
 JC0174  DESIGNATION -  E 249
 JC0174  PID         -  JC0174
 JC0174  STATE/COUNTY-  IL/ST CLAIR
 JC0174  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0174
 JC0174                         *CURRENT SURVEY CONTROL
 JC0174  ___________________________________________________________________
 JC0174* NAD 83(1986)-  38 36 02.     (N)    090 01 53.     (W)     SCALED    
 JC0174* NAVD 88     -       145.668  (meters)     477.91   (feet)  ADJUSTED  
 JC0174  ___________________________________________________________________
 JC0174  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JC0174  DYNAMIC HT  -         145.575 (meters)     477.61  (feet)  COMP
 JC0174  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JC0174
 JC0174  VERT ORDER  -  SECOND    CLASS 0
 JC0174
 JC0174.The horizontal coordinates were scaled from a topographic map and have
 JC0174.an estimated accuracy of +/- 6 seconds.
 JC0174
 JC0174.The orthometric height was determined by differential leveling
 JC0174.and adjusted by the National Geodetic Survey in June 1991..
 JC0174
 JC0174.The geoid height was determined by GEOID03.
 JC0174
 JC0174.The dynamic height is computed by dividing the NAVD 88
 JC0174.geopotential number by the normal gravity value computed on the
 JC0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0174.degrees latitude (g = 980.6199 gals.).
 JC0174
 JC0174.The modeled gravity was interpolated from observed gravity values.
 JC0174
 JC0174;                    North         East    Units  Estimated Accuracy
 JC0174;SPC IL W     -   214,640.      711,780.      MT  (+/- 180 meters Scaled)
 JC0174
 JC0174                          SUPERSEDED SURVEY CONTROL
 JC0174
 JC0174  NGVD 29 (??/??/92)  145.771  (m)          478.25   (f) ADJ UNCH    2 0
 JC0174
 JC0174.Superseded values are not recommended for survey control.
 JC0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0174.See file dsdata.txt to determine how the superseded data were derived.
 JC0174
 JC0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC585766(NAD 83)
 JC0174_MARKER: DB = BENCH MARK DISK
 JC0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0174_STAMPING: E 249 1961
 JC0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0174+STABILITY: SURFACE MOTION
 JC0174
 JC0174  HISTORY     - Date     Condition        Report By
 JC0174  HISTORY     - 1961     MONUMENTED       CGS
 JC0174
 JC0174                          STATION DESCRIPTION
 JC0174
 JC0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0174'1.2 MI NE FROM FRENCH VILLAGE.
 JC0174'ABOUT 0.7 MILES EAST ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JC0174'WITH STATE HIGHWAY 157 IN FRENCH VILLAGE, THENCE 0.45 MILES
 JC0174'NORTHEAST ALONG AN ASPHALT ROAD, ACROSS THE ROAD FROM A DRIVE
 JC0174'SOUTH TO A BRICK HOUSE, 23 FEET NORTHWEST OF THE CENTER LINE
 JC0174'OF THE ROAD, 119 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF
 JC0174'THE DRIVE SOUTH, 3 FEET SOUTHWEST OF A POWER POLE WITH A
 JC0174'TRANSFORMER, 2.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 JC0174'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JC0174'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2080 ***********************************************************************
 LB2080  DESIGNATION -  E 25 RESET 1974
 LB2080  PID         -  LB2080
 LB2080  STATE/COUNTY-  IL/IROQUOIS
 LB2080  USGS QUAD   -  WOODWORTH (1986)
 LB2080
 LB2080                         *CURRENT SURVEY CONTROL
 LB2080  ___________________________________________________________________
 LB2080* NAD 83(1986)-  40 40 41.     (N)    087 51 50.     (W)     SCALED    
 LB2080* NAVD 88     -       198.57   (+/-2cm)     651.5    (feet)  VERTCON   
 LB2080  ___________________________________________________________________
 LB2080  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LB2080
 LB2080  VERT ORDER  -  THIRD (See Below)
 LB2080
 LB2080.The horizontal coordinates were scaled from a topographic map and have
 LB2080.an estimated accuracy of +/- 6 seconds.
 LB2080
 LB2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2080.The vertical order pertains to the NGVD 29 superseded value.
 LB2080
 LB2080.The geoid height was determined by GEOID03.
 LB2080
 LB2080;                    North         East    Units  Estimated Accuracy
 LB2080;SPC IL E     -   445,400.      339,690.      MT  (+/- 180 meters Scaled)
 LB2080
 LB2080                          SUPERSEDED SURVEY CONTROL
 LB2080
 LB2080  NGVD 29 (03/28/06)  198.63   (m)          651.7    (f) RESET       3  
 LB2080
 LB2080.Superseded values are not recommended for survey control.
 LB2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2080.See file dsdata.txt to determine how the superseded data were derived.
 LB2080
 LB2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL269033(NAD 83)
 LB2080_MARKER: DB = BENCH MARK DISK
 LB2080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2080_SP_SET: CULVERT
 LB2080_STAMPING: E 25 RESET 1974
 LB2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2080+STABILITY: SURFACE MOTION
 LB2080
 LB2080  HISTORY     - Date     Condition        Report By
 LB2080  HISTORY     - 1974     MONUMENTED       NGS
 LB2080
 LB2080                          STATION DESCRIPTION
 LB2080
 LB2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LB2080'6.55 MI SOUTH FROM CRESCENT CITY.
 LB2080'6.33 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE INTERSECTION OF U.S.
 LB2080'HIGHWAY 24 IN CRESCENT CITY, AT THE SOUTH INTERSECTION OF COUNTY ROAD
 LB2080'AND STATE HIGHWAY 49, ON CURVE, THE TOP AND NORTH END OF WEST HEADWALL
 LB2080'OF A 3 FOOT BY 2 FOOT CONCRETE BOX CULVERT  ACROSS HIGHWAY FROM A
 LB2080'POINT BETWEEN TWO FARM HOUSES, AND 24.8 FEET WEST OF CENTERLINE OF
 LB2080'HIGHWAY.
 LB2080'THE MARK IS 3 FT BELOW PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1276 ***********************************************************************
 JB1276  DESIGNATION -  E 250
 JB1276  PID         -  JB1276
 JB1276  STATE/COUNTY-  IL/CLINTON
 JB1276  USGS QUAD   -  OKAWVILLE (1981)
 JB1276
 JB1276                         *CURRENT SURVEY CONTROL
 JB1276  ___________________________________________________________________
 JB1276* NAD 83(1986)-  38 28 42.     (N)    089 35 12.     (W)     SCALED    
 JB1276* NAVD 88     -       123.241  (meters)     404.33   (feet)  ADJUSTED  
 JB1276  ___________________________________________________________________
 JB1276  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 JB1276  DYNAMIC HT  -         123.164 (meters)     404.08  (feet)  COMP
 JB1276  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 JB1276
 JB1276  VERT ORDER  -  SECOND    CLASS 0
 JB1276
 JB1276.The horizontal coordinates were scaled from a topographic map and have
 JB1276.an estimated accuracy of +/- 6 seconds.
 JB1276
 JB1276.The orthometric height was determined by differential leveling
 JB1276.and adjusted by the National Geodetic Survey in June 1991..
 JB1276
 JB1276.The geoid height was determined by GEOID03.
 JB1276
 JB1276.The dynamic height is computed by dividing the NAVD 88
 JB1276.geopotential number by the normal gravity value computed on the
 JB1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1276.degrees latitude (g = 980.6199 gals.).
 JB1276
 JB1276.The modeled gravity was interpolated from observed gravity values.
 JB1276
 JB1276;                    North         East    Units  Estimated Accuracy
 JB1276;SPC IL W     -   201,220.      750,610.      MT  (+/- 180 meters Scaled)
 JB1276
 JB1276                          SUPERSEDED SURVEY CONTROL
 JB1276
 JB1276  NGVD 29 (??/??/92)  123.362  (m)          404.73   (f) ADJ UNCH    2 0
 JB1276
 JB1276.Superseded values are not recommended for survey control.
 JB1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1276.See file dsdata.txt to determine how the superseded data were derived.
 JB1276
 JB1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH743620(NAD 83)
 JB1276_MARKER: DB = BENCH MARK DISK
 JB1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1276_STAMPING: E 250 1961
 JB1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1276+STABILITY: SURFACE MOTION
 JB1276
 JB1276  HISTORY     - Date     Condition        Report By
 JB1276  HISTORY     - 1961     MONUMENTED       CGS
 JB1276
 JB1276                          STATION DESCRIPTION
 JB1276
 JB1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1276'4.2 MI SE FROM DAMIANSVILLE.
 JB1276'ABOUT 1.65 MILES EAST ALONG AN ASPHALT PAVED ROAD FROM ST.
 JB1276'DAMIANS CHURCH AND SCHOOL IN DAMIANSVILLE, THENCE 1.5 MILE SOUTH
 JB1276'ALONG A DIRT ROAD, THENCE 0.3 SOUTH AND SOUTHEAST ALONG A WOODS
 JB1276'ROAD TO HORSESHOE LAKE, THENCE 0.15 MILE SOUTHEAST ALONG A WOODS
 JB1276'ROAD TO A CLUBHOUSE, THENCE 0.6 MILE SOUTHEAST ALONG THE MAIN
 JB1276'TRAVELED WOODS ROAD TO A CABIN NEAR THE NORTHWEST BANK OF THE
 JB1276'KASKASKIA RIVER, 24 FEET SOUTH OF THE CENTER LINE OF THE WOODS ROAD,
 JB1276'81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CABIN, 21.5 FEET
 JB1276'NORTH-NORTHEAST OF A TRIANGLE BLAZED 20 INCH WHITE OAK TREE,
 JB1276'31 FEET SOUTH-SOUTHWEST AND ACROSS THE WOODS ROAD FROM A 20
 JB1276'INCH SYCAMORE TREE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 JB1276'LEVEL WITH THE WOODS ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB1276'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1277 ***********************************************************************
 JB1277  DESIGNATION -  E 251
 JB1277  PID         -  JB1277
 JB1277  STATE/COUNTY-  IL/WASHINGTON
 JB1277  USGS QUAD   -  OKAWVILLE (1981)
 JB1277
 JB1277                         *CURRENT SURVEY CONTROL
 JB1277  ___________________________________________________________________
 JB1277* NAD 83(1986)-  38 28 03.     (N)    089 35 11.     (W)     SCALED    
 JB1277* NAVD 88     -       122.823  (meters)     402.96   (feet)  ADJUSTED  
 JB1277  ___________________________________________________________________
 JB1277  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JB1277  DYNAMIC HT  -         122.746 (meters)     402.71  (feet)  COMP
 JB1277  MODELED GRAV-     980,003.1   (mgal)                       NAVD 88
 JB1277
 JB1277  VERT ORDER  -  SECOND    CLASS 0
 JB1277
 JB1277.The horizontal coordinates were scaled from a topographic map and have
 JB1277.an estimated accuracy of +/- 6 seconds.
 JB1277
 JB1277.The orthometric height was determined by differential leveling
 JB1277.and adjusted by the National Geodetic Survey in June 1991..
 JB1277
 JB1277.The geoid height was determined by GEOID03.
 JB1277
 JB1277.The dynamic height is computed by dividing the NAVD 88
 JB1277.geopotential number by the normal gravity value computed on the
 JB1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1277.degrees latitude (g = 980.6199 gals.).
 JB1277
 JB1277.The modeled gravity was interpolated from observed gravity values.
 JB1277
 JB1277;                    North         East    Units  Estimated Accuracy
 JB1277;SPC IL W     -   200,020.      750,640.      MT  (+/- 180 meters Scaled)
 JB1277
 JB1277                          SUPERSEDED SURVEY CONTROL
 JB1277
 JB1277  NGVD 29 (??/??/92)  122.945  (m)          403.36   (f) ADJ UNCH    2 0
 JB1277
 JB1277.Superseded values are not recommended for survey control.
 JB1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1277.See file dsdata.txt to determine how the superseded data were derived.
 JB1277
 JB1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH743608(NAD 83)
 JB1277_MARKER: DB = BENCH MARK DISK
 JB1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1277_STAMPING: E 251 1961
 JB1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1277+STABILITY: SURFACE MOTION
 JB1277
 JB1277  HISTORY     - Date     Condition        Report By
 JB1277  HISTORY     - 1961     MONUMENTED       CGS
 JB1277
 JB1277                          STATION DESCRIPTION
 JB1277
 JB1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1277'4.7 MI NW FROM OKAWVILLE.
 JB1277'ABOUT 0.10 MILE NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1277'IN OKAWVILLE, THENCE 0.2 MILE EAST ALONG STATE HIGHWAY 177, THENCE
 JB1277'1.85 MILES NORTH ALONG AN ASPHALT PAVED ROAD, THENCE 2.2 MILES
 JB1277'WEST ALONG AN OILED ROAD, THENCE 0.35 MILE NORTH ALONG A DIRT
 JB1277'ROAD, 17.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET
 JB1277'EAST-NORTHEAST OF A TRIANGLE BLAZED TWIN TRUNK OAK TREE, 66 FEET
 JB1277'SOUTHWEST AND ACROSS THE ROAD FROM AN 18 INCH TRIANGLE BLAZED OAK
 JB1277'TREE, 2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JB1277'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JB1277'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1209 ***********************************************************************
 JB1209  DESIGNATION -  E 252
 JB1209  PID         -  JB1209
 JB1209  STATE/COUNTY-  IL/JEFFERSON
 JB1209  USGS QUAD   -  WOODLAWN (1974)
 JB1209
 JB1209                         *CURRENT SURVEY CONTROL
 JB1209  ___________________________________________________________________
 JB1209* NAD 83(1986)-  38 18 00.     (N)    089 00 45.     (W)     SCALED    
 JB1209* NAVD 88     -       135.225  (meters)     443.65   (feet)  ADJUSTED  
 JB1209  ___________________________________________________________________
 JB1209  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1209  DYNAMIC HT  -         135.139 (meters)     443.37  (feet)  COMP
 JB1209  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JB1209
 JB1209  VERT ORDER  -  SECOND    CLASS 0
 JB1209
 JB1209.The horizontal coordinates were scaled from a topographic map and have
 JB1209.an estimated accuracy of +/- 6 seconds.
 JB1209
 JB1209.The orthometric height was determined by differential leveling
 JB1209.and adjusted by the National Geodetic Survey in June 1991..
 JB1209
 JB1209.The geoid height was determined by GEOID03.
 JB1209
 JB1209.The dynamic height is computed by dividing the NAVD 88
 JB1209.geopotential number by the normal gravity value computed on the
 JB1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1209.degrees latitude (g = 980.6199 gals.).
 JB1209
 JB1209.The modeled gravity was interpolated from observed gravity values.
 JB1209
 JB1209;                    North         East    Units  Estimated Accuracy
 JB1209;SPC IL E     -   181,490.      240,590.      MT  (+/- 180 meters Scaled)
 JB1209
 JB1209                          SUPERSEDED SURVEY CONTROL
 JB1209
 JB1209  NGVD 29 (??/??/92)  135.334  (m)          444.01   (f) ADJ UNCH    2 0
 JB1209
 JB1209.Superseded values are not recommended for survey control.
 JB1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1209.See file dsdata.txt to determine how the superseded data were derived.
 JB1209
 JB1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH240410(NAD 83)
 JB1209_MARKER: DB = BENCH MARK DISK
 JB1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1209_STAMPING: E 252 1961
 JB1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1209+STABILITY: SURFACE MOTION
 JB1209
 JB1209  HISTORY     - Date     Condition        Report By
 JB1209  HISTORY     - 1961     MONUMENTED       CGS
 JB1209
 JB1209                          STATION DESCRIPTION
 JB1209
 JB1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1209'3.3 MI SE FROM WOODLAWN.
 JB1209'ABOUT 1.5 MILES SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1209'SCHOOL IN WOODLAWN, THENCE 0.8 MILE EAST ALONG U.S. HIGHWAY 460,
 JB1209'THENCE 0.5 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.5 MILE EAST
 JB1209'ALONG AN OILED ROAD, NEAR A FARM HOUSE SOUTH OF THE ROAD, AND
 JB1209'AT A FENCE CORNER SOUTH OF THE ROAD, 12.5 FEET SOUTH OF THE
 JB1209'CENTER OF THE ROAD, 163 FEET EAST OF THE CENTER OF A DRIVEWAY
 JB1209'INTO A BARNYARD, 1.5 FEET NORTH OF A FENCE, 5 FEET WEST OF A
 JB1209'FENCE CORNER, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 JB1209'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JB1209'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0535 ***********************************************************************
 JB0535  DESIGNATION -  E 253
 JB0535  PID         -  JB0535
 JB0535  STATE/COUNTY-  IL/WAYNE
 JB0535  USGS QUAD   -  WAYNE CITY (1973)
 JB0535
 JB0535                         *CURRENT SURVEY CONTROL
 JB0535  ___________________________________________________________________
 JB0535* NAD 83(1986)-  38 19 55.     (N)    088 35 15.     (W)     SCALED    
 JB0535* NAVD 88     -       126.319  (meters)     414.43   (feet)  ADJUSTED  
 JB0535  ___________________________________________________________________
 JB0535  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 JB0535  DYNAMIC HT  -         126.238 (meters)     414.17  (feet)  COMP
 JB0535  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 JB0535
 JB0535  VERT ORDER  -  SECOND    CLASS 0
 JB0535
 JB0535.The horizontal coordinates were scaled from a topographic map and have
 JB0535.an estimated accuracy of +/- 6 seconds.
 JB0535
 JB0535.The orthometric height was determined by differential leveling
 JB0535.and adjusted by the National Geodetic Survey in June 1991..
 JB0535
 JB0535.The geoid height was determined by GEOID03.
 JB0535
 JB0535.The dynamic height is computed by dividing the NAVD 88
 JB0535.geopotential number by the normal gravity value computed on the
 JB0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0535.degrees latitude (g = 980.6199 gals.).
 JB0535
 JB0535.The modeled gravity was interpolated from observed gravity values.
 JB0535
 JB0535;                    North         East    Units  Estimated Accuracy
 JB0535;SPC IL E     -   184,850.      277,780.      MT  (+/- 180 meters Scaled)
 JB0535
 JB0535                          SUPERSEDED SURVEY CONTROL
 JB0535
 JB0535  NGVD 29 (??/??/92)  126.452  (m)          414.87   (f) ADJ UNCH    2 0
 JB0535
 JB0535.Superseded values are not recommended for survey control.
 JB0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0535.See file dsdata.txt to determine how the superseded data were derived.
 JB0535
 JB0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH612438(NAD 83)
 JB0535_MARKER: DB = BENCH MARK DISK
 JB0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0535_STAMPING: E 253 1961
 JB0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0535+STABILITY: SURFACE MOTION
 JB0535
 JB0535  HISTORY     - Date     Condition        Report By
 JB0535  HISTORY     - 1961     MONUMENTED       CGS
 JB0535
 JB0535                          STATION DESCRIPTION
 JB0535
 JB0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0535'1 MI S FROM WAYNE CITY.
 JB0535'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 142 FROM ITS JUNCTION
 JB0535'WITH STATE HIGHWAY 15 IN WAYNE CITY, ABOUT 0.05 MILE SOUTH OF A
 JB0535'FARM HOUSE EAST OF THE HIGHWAY, ABOUT 0.05 MILE NORTH OF A FARM
 JB0535'HOUSE EAST OF THE HIGHWAY, AT A FENCE CORNER EAST OF THE HIGHWAY, 28
 JB0535'FEET EAST OF THE CENTER OF THE HIGHWAY, 76 FEET SOUTHEAST OF A
 JB0535'POWER POLE, 1.5 FEET WEST OF A FENCE, 1.5 FEET NORTHWEST OF A
 JB0535'FENCE CORNER, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 JB0535'1.5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JB0535'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0254 ***********************************************************************
 JB0254  DESIGNATION -  E 254
 JB0254  PID         -  JB0254
 JB0254  STATE/COUNTY-  IL/WHITE
 JB0254  USGS QUAD   -  CENTERVILLE (1974)
 JB0254
 JB0254                         *CURRENT SURVEY CONTROL
 JB0254  ___________________________________________________________________
 JB0254* NAD 83(1986)-  38 14 58.     (N)    088 12 03.     (W)     SCALED    
 JB0254* NAVD 88     -       117.841  (meters)     386.62   (feet)  ADJUSTED  
 JB0254  ___________________________________________________________________
 JB0254  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JB0254  DYNAMIC HT  -         117.765 (meters)     386.37  (feet)  COMP
 JB0254  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 JB0254
 JB0254  VERT ORDER  -  SECOND    CLASS 0
 JB0254
 JB0254.The horizontal coordinates were scaled from a topographic map and have
 JB0254.an estimated accuracy of +/- 6 seconds.
 JB0254
 JB0254.The orthometric height was determined by differential leveling
 JB0254.and adjusted by the National Geodetic Survey in June 1991..
 JB0254
 JB0254.The geoid height was determined by GEOID03.
 JB0254
 JB0254.The dynamic height is computed by dividing the NAVD 88
 JB0254.geopotential number by the normal gravity value computed on the
 JB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0254.degrees latitude (g = 980.6199 gals.).
 JB0254
 JB0254.The modeled gravity was interpolated from observed gravity values.
 JB0254
 JB0254;                    North         East    Units  Estimated Accuracy
 JB0254;SPC IL E     -   175,670.      311,600.      MT  (+/- 180 meters Scaled)
 JB0254
 JB0254                          SUPERSEDED SURVEY CONTROL
 JB0254
 JB0254  NGVD 29 (??/??/92)  117.966  (m)          387.03   (f) ADJ UNCH    2 0
 JB0254
 JB0254.Superseded values are not recommended for survey control.
 JB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0254.See file dsdata.txt to determine how the superseded data were derived.
 JB0254
 JB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH949341(NAD 83)
 JB0254_MARKER: DB = BENCH MARK DISK
 JB0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0254_SP_SET: CULVERT
 JB0254_STAMPING: E 254 1961
 JB0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0254
 JB0254  HISTORY     - Date     Condition        Report By
 JB0254  HISTORY     - 1961     MONUMENTED       CGS
 JB0254
 JB0254                          STATION DESCRIPTION
 JB0254
 JB0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0254'3.1 MI E FROM BURNT PRAIRIE.
 JB0254'ABOUT 3.1 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0254'BURNT PRAIRIE, ABOUT 0.25 MILE EAST OF THE JUNCTION OF A
 JB0254'NORTH-SOUTH DIRT ROAD, ABOUT 0.05 MILE EAST OF A DRIVEWAY SOUTH
 JB0254'OF ROAD TO FARM HOUSE, ABOUT 0.5 FOOT ABOVE THE LEVEL OF ROAD,
 JB0254'AND SET IN TOP OF THE WEST END OF NORTH HEADWALL OF A 30 FOOT
 JB0254'CONCRETE BOX CULVERT, 15 FEET NORTH OF CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0274 ***********************************************************************
 KC0274  DESIGNATION -  E 255
 KC0274  PID         -  KC0274
 KC0274  STATE/COUNTY-  IL/MORGAN
 KC0274  USGS QUAD   -  MEREDOSIA (1980)
 KC0274
 KC0274                         *CURRENT SURVEY CONTROL
 KC0274  ___________________________________________________________________
 KC0274* NAD 83(1986)-  39 50 51.     (N)    090 30 17.     (W)     SCALED    
 KC0274* NAVD 88     -       136.773  (meters)     448.73   (feet)  ADJUSTED  
 KC0274  ___________________________________________________________________
 KC0274  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KC0274  DYNAMIC HT  -         136.699 (meters)     448.49  (feet)  COMP
 KC0274  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 KC0274
 KC0274  VERT ORDER  -  FIRST     CLASS II
 KC0274
 KC0274.The horizontal coordinates were scaled from a topographic map and have
 KC0274.an estimated accuracy of +/- 6 seconds.
 KC0274
 KC0274.The orthometric height was determined by differential leveling
 KC0274.and adjusted by the National Geodetic Survey in June 1991..
 KC0274
 KC0274.The geoid height was determined by GEOID03.
 KC0274
 KC0274.The dynamic height is computed by dividing the NAVD 88
 KC0274.geopotential number by the normal gravity value computed on the
 KC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0274.degrees latitude (g = 980.6199 gals.).
 KC0274
 KC0274.The modeled gravity was interpolated from observed gravity values.
 KC0274
 KC0274;                    North         East    Units  Estimated Accuracy
 KC0274;SPC IL W     -   353,110.      671,070.      MT  (+/- 180 meters Scaled)
 KC0274
 KC0274                          SUPERSEDED SURVEY CONTROL
 KC0274
 KC0274  NGVD 29 (??/??/92)  136.884  (m)          449.09   (f) ADJ UNCH    1 2
 KC0274
 KC0274.Superseded values are not recommended for survey control.
 KC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0274.See file dsdata.txt to determine how the superseded data were derived.
 KC0274
 KC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE134138(NAD 83)
 KC0274_MARKER: DB = BENCH MARK DISK
 KC0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0274_SP_SET: BRIDGE
 KC0274_STAMPING: E 255 1961
 KC0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0274
 KC0274  HISTORY     - Date     Condition        Report By
 KC0274  HISTORY     - 1961     MONUMENTED       CGS
 KC0274
 KC0274                          STATION DESCRIPTION
 KC0274
 KC0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0274'7.3 MI N FROM BLUFFS.
 KC0274'ABOUT 7.3 MILES NORTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0274'OF THE WABASH RAILROAD AT BLUFFS, 0.5 MILE NORTH OF THE CROSSING
 KC0274'OF A GRAVELED ROAD, ON TOP OF THE EAST END OF THE SOUTH CONCRETE
 KC0274'ABUTMENT OF A 95 FEET LONG BRIDGE OVER WILLOW CREEK, 18 FEET
 KC0274'EAST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE
 KC0274'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0803 ***********************************************************************
 JB0803  DESIGNATION -  E 256
 JB0803  PID         -  JB0803
 JB0803  STATE/COUNTY-  IL/MARION
 JB0803  USGS QUAD   -  PATOKA (1981)
 JB0803
 JB0803                         *CURRENT SURVEY CONTROL
 JB0803  ___________________________________________________________________
 JB0803* NAD 83(1986)-  38 47 12.     (N)    089 05 23.     (W)     SCALED    
 JB0803* NAVD 88     -       153.031  (meters)     502.07   (feet)  ADJUSTED  
 JB0803  ___________________________________________________________________
 JB0803  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JB0803  DYNAMIC HT  -         152.936 (meters)     501.76  (feet)  COMP
 JB0803  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 JB0803
 JB0803  VERT ORDER  -  FIRST     CLASS I
 JB0803
 JB0803.The horizontal coordinates were scaled from a topographic map and have
 JB0803.an estimated accuracy of +/- 6 seconds.
 JB0803
 JB0803.The orthometric height was determined by differential leveling
 JB0803.and adjusted by the National Geodetic Survey in June 1991..
 JB0803
 JB0803.The geoid height was determined by GEOID03.
 JB0803
 JB0803.The dynamic height is computed by dividing the NAVD 88
 JB0803.geopotential number by the normal gravity value computed on the
 JB0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0803.degrees latitude (g = 980.6199 gals.).
 JB0803
 JB0803.The modeled gravity was interpolated from observed gravity values.
 JB0803
 JB0803;                    North         East    Units  Estimated Accuracy
 JB0803;SPC IL E     -   235,570.      234,280.      MT  (+/- 180 meters Scaled)
 JB0803
 JB0803                          SUPERSEDED SURVEY CONTROL
 JB0803
 JB0803  NGVD 29 (??/??/92)  153.148  (m)          502.45   (f) ADJ UNCH    1 1
 JB0803
 JB0803.Superseded values are not recommended for survey control.
 JB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0803.See file dsdata.txt to determine how the superseded data were derived.
 JB0803
 JB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH184951(NAD 83)
 JB0803_MARKER: DB = BENCH MARK DISK
 JB0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0803_STAMPING: E 256 1961
 JB0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0803+STABILITY: SURFACE MOTION
 JB0803
 JB0803  HISTORY     - Date     Condition        Report By
 JB0803  HISTORY     - 1961     MONUMENTED       CGS
 JB0803  HISTORY     - 1969     GOOD             NGS
 JB0803
 JB0803                          STATION DESCRIPTION
 JB0803
 JB0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0803'2.4 MI N FROM PATOKA.
 JB0803'ABOUT 2.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0803'THE POST OFFICE AT PATOKA, 0.25 MILE SOUTH OF MILEPOST 678, 153
 JB0803'FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 JB0803'ROAD, 93 FEET EAST OF THE EAST RAIL, 128 FEET SOUTH OF THE
 JB0803'CENTER LINE OF THE ROAD, 2 1/2 FEET WEST OF A FENCE, 2.0 FEET
 JB0803'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE
 JB0803'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JB0803'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 16,
 JB0803'T 4 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0809 ***********************************************************************
 KB0809  DESIGNATION -  E 257
 KB0809  PID         -  KB0809
 KB0809  STATE/COUNTY-  IL/FAYETTE
 KB0809  USGS QUAD   -  VERA (1982)
 KB0809
 KB0809                         *CURRENT SURVEY CONTROL
 KB0809  ___________________________________________________________________
 KB0809* NAD 83(1986)-  39 01 37.     (N)    089 06 41.     (W)     SCALED    
 KB0809* NAVD 88     -       162.425  (meters)     532.89   (feet)  ADJUSTED  
 KB0809  ___________________________________________________________________
 KB0809  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KB0809  DYNAMIC HT  -         162.327 (meters)     532.57  (feet)  COMP
 KB0809  MODELED GRAV-     980,016.9   (mgal)                       NAVD 88
 KB0809
 KB0809  VERT ORDER  -  FIRST     CLASS I
 KB0809
 KB0809.The horizontal coordinates were scaled from a topographic map and have
 KB0809.an estimated accuracy of +/- 6 seconds.
 KB0809
 KB0809.The orthometric height was determined by differential leveling
 KB0809.and adjusted by the National Geodetic Survey in June 1991..
 KB0809
 KB0809.The geoid height was determined by GEOID03.
 KB0809
 KB0809.The dynamic height is computed by dividing the NAVD 88
 KB0809.geopotential number by the normal gravity value computed on the
 KB0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0809.degrees latitude (g = 980.6199 gals.).
 KB0809
 KB0809.The modeled gravity was interpolated from observed gravity values.
 KB0809
 KB0809;                    North         East    Units  Estimated Accuracy
 KB0809;SPC IL E     -   262,260.      232,630.      MT  (+/- 180 meters Scaled)
 KB0809
 KB0809                          SUPERSEDED SURVEY CONTROL
 KB0809
 KB0809  NGVD 29 (??/??/92)  162.536  (m)          533.25   (f) ADJ UNCH    1 1
 KB0809
 KB0809.Superseded values are not recommended for survey control.
 KB0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0809.See file dsdata.txt to determine how the superseded data were derived.
 KB0809
 KB0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ172218(NAD 83)
 KB0809_MARKER: DB = BENCH MARK DISK
 KB0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0809_SP_SET: CULVERT
 KB0809_STAMPING: E 257 1961
 KB0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0809
 KB0809  HISTORY     - Date     Condition        Report By
 KB0809  HISTORY     - 1961     MONUMENTED       CGS
 KB0809  HISTORY     - 1969     GOOD             NGS
 KB0809  HISTORY     - 1976     GOOD             NGS
 KB0809
 KB0809                          STATION DESCRIPTION
 KB0809
 KB0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0809'4.7 MI N FROM VANDALIA.
 KB0809'ABOUT 4.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0809'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 KB0809'VANDALIA, 0.45 MILE SOUTH OF MILEPOST 695, 0.1 MILE SOUTH OF A
 KB0809'CROSSING OF THE RAILROAD AND A ROAD, 24 FEET WEST OF THE WEST
 KB0809'RAIL, SET IN THE TOP AND 1.0 FOOT SOUTH OF THE NORTH END OF THE
 KB0809'WEST CONCRETE HEADWALL OF A CONCRETE CULVERT, AND ABOUT 8 FEET
 KB0809'BELOW THE LEVEL OF THE TRACK.  SEC 29, T 7 N, R 1 E.
 KB0809
 KB0809                          STATION RECOVERY (1976)
 KB0809
 KB0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0223 ***********************************************************************
 LD0223  DESIGNATION -  E 258
 LD0223  PID         -  LD0223
 LD0223  STATE/COUNTY-  IL/MASON
 LD0223  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0223
 LD0223                         *CURRENT SURVEY CONTROL
 LD0223  ___________________________________________________________________
 LD0223* NAD 83(1986)-  40 07 08.     (N)    090 09 12.     (W)     SCALED    
 LD0223* NAVD 88     -       142.714  (meters)     468.22   (feet)  ADJUSTED  
 LD0223  ___________________________________________________________________
 LD0223  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LD0223  DYNAMIC HT  -         142.641 (meters)     467.98  (feet)  COMP
 LD0223  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 LD0223
 LD0223  VERT ORDER  -  FIRST     CLASS II
 LD0223
 LD0223.The horizontal coordinates were scaled from a topographic map and have
 LD0223.an estimated accuracy of +/- 6 seconds.
 LD0223
 LD0223.The orthometric height was determined by differential leveling
 LD0223.and adjusted by the National Geodetic Survey in June 1991..
 LD0223
 LD0223.The geoid height was determined by GEOID03.
 LD0223
 LD0223.The dynamic height is computed by dividing the NAVD 88
 LD0223.geopotential number by the normal gravity value computed on the
 LD0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0223.degrees latitude (g = 980.6199 gals.).
 LD0223
 LD0223.The modeled gravity was interpolated from observed gravity values.
 LD0223
 LD0223;                    North         East    Units  Estimated Accuracy
 LD0223;SPC IL W     -   383,190.      701,140.      MT  (+/- 180 meters Scaled)
 LD0223
 LD0223                          SUPERSEDED SURVEY CONTROL
 LD0223
 LD0223  NGVD 29 (??/??/92)  142.812  (m)          468.54   (f) ADJ UNCH    1 2
 LD0223
 LD0223.Superseded values are not recommended for survey control.
 LD0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0223.See file dsdata.txt to determine how the superseded data were derived.
 LD0223
 LD0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE425448(NAD 83)
 LD0223_MARKER: DB = BENCH MARK DISK
 LD0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0223_SP_SET: CULVERT
 LD0223_STAMPING: E 258 1961
 LD0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0223
 LD0223  HISTORY     - Date     Condition        Report By
 LD0223  HISTORY     - 1961     MONUMENTED       CGS
 LD0223  HISTORY     - 20050601 GOOD             ILDT
 LD0223
 LD0223                          STATION DESCRIPTION
 LD0223
 LD0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0223'4.9 MI N FROM CHANDLERVILLE.
 LD0223'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 LD0223'WITH LAKE STREET AT CHANDLERVILLE, 1.0 MILE NORTH OF THE INTERSECTION
 LD0223'OF SAIDORA ROAD, ON TOP OF THE SOUTH END OF THE EAST HEADWALL
 LD0223'OF A 3 FOOT BOX CULVERT UNDER THE HIGHWAY, 20 FEET EAST OF THE
 LD0223'CENTER LINE OF THE HIGHWAY, 3.8 FEET NORTH OF THE SOUTH END OF THE
 LD0223'HEADWALL AND 1 FOOT BELOW THE LEVEL OF THE ROAD.
 LD0223
 LD0223                          STATION RECOVERY (2005)
 LD0223
 LD0223'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0223'THE CULVERT HAS BEEN LENGTHENED AND A NEW HDWL HAS BEEN
 LD0223'CONSTRUCTED.THE OLD HDWL AND BENCHMARK DISC IS STILL IN GOOD CONDITION
 LD0223'BUT NOW BURIED 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0475 ***********************************************************************
 LC0475  DESIGNATION -  E 259
 LC0475  PID         -  LC0475
 LC0475  STATE/COUNTY-  IL/DE WITT
 LC0475  USGS QUAD   -  HEYWORTH (1981)
 LC0475
 LC0475                         *CURRENT SURVEY CONTROL
 LC0475  ___________________________________________________________________
 LC0475* NAD 83(1986)-  40 16 11.     (N)    088 58 10.     (W)     SCALED    
 LC0475* NAVD 88     -       225.520  (meters)     739.89   (feet)  ADJUSTED  
 LC0475  ___________________________________________________________________
 LC0475  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC0475  DYNAMIC HT  -         225.408 (meters)     739.53  (feet)  COMP
 LC0475  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 LC0475
 LC0475  VERT ORDER  -  FIRST     CLASS I
 LC0475
 LC0475.The horizontal coordinates were scaled from a topographic map and have
 LC0475.an estimated accuracy of +/- 6 seconds.
 LC0475
 LC0475.The orthometric height was determined by differential leveling
 LC0475.and adjusted by the National Geodetic Survey in June 1991..
 LC0475
 LC0475.The geoid height was determined by GEOID03.
 LC0475
 LC0475.The dynamic height is computed by dividing the NAVD 88
 LC0475.geopotential number by the normal gravity value computed on the
 LC0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0475.degrees latitude (g = 980.6199 gals.).
 LC0475
 LC0475.The modeled gravity was interpolated from observed gravity values.
 LC0475
 LC0475;                    North         East    Units  Estimated Accuracy
 LC0475;SPC IL E     -   400,140.      245,900.      MT  (+/- 180 meters Scaled)
 LC0475
 LC0475                          SUPERSEDED SURVEY CONTROL
 LC0475
 LC0475  NGVD 29 (??/??/92)  225.592  (m)          740.13   (f) ADJ UNCH    1 1
 LC0475
 LC0475.Superseded values are not recommended for survey control.
 LC0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0475.See file dsdata.txt to determine how the superseded data were derived.
 LC0475
 LC0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK325595(NAD 83)
 LC0475_MARKER: DB = BENCH MARK DISK
 LC0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0475_STAMPING: E 259 1961
 LC0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0475+STABILITY: SURFACE MOTION
 LC0475
 LC0475  HISTORY     - Date     Condition        Report By
 LC0475  HISTORY     - 1961     MONUMENTED       CGS
 LC0475  HISTORY     - 1969     GOOD             NGS
 LC0475
 LC0475                          STATION DESCRIPTION
 LC0475
 LC0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0475'3 MI S FROM HEYWORTH.
 LC0475'ABOUT 3.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0475'THE POST OFFICE AT HEYWORTH, 0.35 MILE NORTH OF MILEPOST 781
 LC0475'WHICH IS LOCATED AT A CROSSING OF THE RAILROAD AND A PAVED ROAD,
 LC0475'91 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 LC0475'AND A TRAIL ROAD, 56 FEET EAST OF THE EAST RAIL, 71 FEET SOUTH
 LC0475'OF THE CENTER LINE OF THE ROAD, 5 FEET WEST OF A FENCE, 1 1/2
 LC0475'FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET NORTH OF A METAL
 LC0475'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND
 LC0475'ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS ENCASED IN
 LC0475'A 6-INCH TILE THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 LC0475'GROUND.  SEC 15, T 21 N, R 2 E.  NOTE-- THE ORIGINAL DESCRIPTION
 LC0475'OF THIS MARK STATED THAT THE MARK WAS SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1473 ***********************************************************************
 ME1473  DESIGNATION -  E 26 RESET 1967
 ME1473  PID         -  ME1473
 ME1473  STATE/COUNTY-  IL/KANKAKEE
 ME1473  USGS QUAD   -  WILTON CENTER (1990)
 ME1473
 ME1473                         *CURRENT SURVEY CONTROL
 ME1473  ___________________________________________________________________
 ME1473* NAD 83(1986)-  41 15 15.     (N)    087 52 39.     (W)     SCALED    
 ME1473* NAVD 88     -       200.21   (meters)     656.9    (feet)  RESET     
 ME1473  ___________________________________________________________________
 ME1473  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 ME1473
 ME1473  VERT ORDER  -  THIRD
 ME1473
 ME1473.The horizontal coordinates were scaled from a topographic map and have
 ME1473.an estimated accuracy of +/- 6 seconds.
 ME1473
 ME1473.The orthometric height was computed from unverified reset data.
 ME1473
 ME1473.The geoid height was determined by GEOID03.
 ME1473
 ME1473;                    North         East    Units  Estimated Accuracy
 ME1473;SPC IL E     -   509,370.      338,200.      MT  (+/- 180 meters Scaled)
 ME1473
 ME1473                          SUPERSEDED SURVEY CONTROL
 ME1473
 ME1473.No superseded survey control is available for this station.
 ME1473
 ME1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL264673(NAD 83)
 ME1473_MARKER: DB = BENCH MARK DISK
 ME1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1473_STAMPING: E 26 RESET 1967
 ME1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1473+STABILITY: SURFACE MOTION
 ME1473
 ME1473  HISTORY     - Date     Condition        Report By
 ME1473  HISTORY     - 1967     MONUMENTED       CGS
 ME1473
 ME1473                          STATION DESCRIPTION
 ME1473
 ME1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME1473'6.9 MI N FROM BOURBONIS.
 ME1473'6.9 MILES NORTH ALONG U.S. HIGHWAY 45 AND 52 FROM THEIR JUNCTION
 ME1473'WITH STATE HIGHWAY 102 IN BOURBONIS.  IT IS 217 FEET SOUTH OF
 ME1473'A FENCE CORNER, 215 FEET NORTH OF A FENCE CORNER, 49.5 FEET
 ME1473'WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF A
 ME1473'METAL WITNESS POST.  THE ROUND CONCRETE MONUMENT PROJECTS 2
 ME1473'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0539 ***********************************************************************
 KB0539  CBN         -  This is a Cooperative Base Network Control Station.
 KB0539  DESIGNATION -  E 260
 KB0539  PID         -  KB0539
 KB0539  STATE/COUNTY-  IL/MACON
 KB0539  USGS QUAD   -  FORSYTH (1975)
 KB0539
 KB0539                         *CURRENT SURVEY CONTROL
 KB0539  ___________________________________________________________________
 KB0539* NAD 83(1997)-  39 57 51.25899(N)    088 57 02.61914(W)     ADJUSTED  
 KB0539* NAVD 88     -       207.038  (meters)     679.26   (feet)  ADJUSTED  
 KB0539  ___________________________________________________________________
 KB0539  X           -      89,645.590 (meters)                     COMP
 KB0539  Y           -  -4,894,572.148 (meters)                     COMP
 KB0539  Z           -   4,075,055.333 (meters)                     COMP
 KB0539  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 KB0539  ELLIP HEIGHT-         174.87  (meters)          (09/22/04) GPS OBS
 KB0539  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KB0539  DYNAMIC HT  -         206.931 (meters)     678.91  (feet)  COMP
 KB0539  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 KB0539
 KB0539  HORZ ORDER  -  B
 KB0539  VERT ORDER  -  FIRST     CLASS I
 KB0539  ELLP ORDER  -  FOURTH    CLASS I
 KB0539
 KB0539.The horizontal coordinates were established by GPS observations
 KB0539.and adjusted by the National Geodetic Survey in July 1998..
 KB0539
 KB0539.The orthometric height was determined by differential leveling
 KB0539.and adjusted by the National Geodetic Survey in June 1991..
 KB0539.WARNING-Repeat measurements at this control monument indicate possible
 KB0539.vertical movement.
 KB0539
 KB0539.Photographs are available for this station.
 KB0539
 KB0539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0539
 KB0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0539
 KB0539.The ellipsoidal height was determined by GPS observations
 KB0539.and is referenced to NAD 83.
 KB0539
 KB0539.The geoid height was determined by GEOID03.
 KB0539
 KB0539.The dynamic height is computed by dividing the NAVD 88
 KB0539.geopotential number by the normal gravity value computed on the
 KB0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0539.degrees latitude (g = 980.6199 gals.).
 KB0539
 KB0539.The modeled gravity was interpolated from observed gravity values.
 KB0539
 KB0539;                    North         East     Units Scale Factor Converg.
 KB0539;SPC IL E     -   366,212.216   247,251.973   MT  1.00000924   -0 23 47.6
 KB0539;SPC IL E     - 1,201,481.25    811,192.51   sFT  1.00000924   -0 23 47.6
 KB0539;UTM  16      - 4,425,610.161   333,393.953   MT  0.99994172   -1 15 11.7
 KB0539
 KB0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0539!SPC IL E     -   0.99997257  x   1.00000924  =   0.99998181
 KB0539!UTM  16      -   0.99997257  x   0.99994172  =   0.99991429
 KB0539
 KB0539                          SUPERSEDED SURVEY CONTROL
 KB0539
 KB0539  NAVD 88 (07/17/98)  207.04   (m)          679.3    (f) LEVELING    3  
 KB0539  NGVD 29 (??/??/92)  207.119  (m)          679.52   (f) ADJ UNCH    1 1
 KB0539
 KB0539.Superseded values are not recommended for survey control.
 KB0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0539.See file dsdata.txt to determine how the superseded data were derived.
 KB0539
 KB0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3339425610(NAD 83)
 KB0539_MARKER: DB = BENCH MARK DISK
 KB0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0539_STAMPING: E 260 1961
 KB0539_MARK LOGO: CGS   
 KB0539_PROJECTION: RECESSED 5 CENTIMETERS
 KB0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0539+STABILITY: SURFACE MOTION
 KB0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0539+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2004
 KB0539
 KB0539  HISTORY     - Date     Condition        Report By
 KB0539  HISTORY     - 1961     MONUMENTED       CGS
 KB0539  HISTORY     - 1969     GOOD             NGS
 KB0539  HISTORY     - 1976     GOOD             NGS
 KB0539  HISTORY     - 1987     GOOD             USPSQD
 KB0539  HISTORY     - 1989     GOOD             USPSQD
 KB0539  HISTORY     - 19970418 GOOD             NGS
 KB0539  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0539  HISTORY     - 20010501 GOOD             WOOLPT
 KB0539  HISTORY     - 20040217 GOOD             CHAST
 KB0539
 KB0539                          STATION DESCRIPTION
 KB0539
 KB0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0539'4.9 MI S FROM MAROA.
 KB0539'ABOUT 4.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0539'THE STATION AT MAROA, 226 FEET WEST OF THE WEST RAIL OF THE EAST
 KB0539'SET OF TRACKS, 93 FEET WEST OF THE WEST RAIL OF THE WEST SET OF
 KB0539'TRACKS, 20 1/2 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD,
 KB0539'31 1/2 FEET WEST OF THE CENTER OF A GATE AT THE ENTRANCE TO THE
 KB0539'DEPARTMENT OF AGRICULTURE STORAGE LOT, 4 FEET EAST OF AN
 KB0539'UNDERGROUND TELEPHONE CABLE MARKER, 1.8 FEET WEST OF A METAL
 KB0539'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 KB0539'IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF
 KB0539'THE GROUND.
 KB0539
 KB0539                          STATION RECOVERY (1976)
 KB0539
 KB0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0539'MARK WAS RECOVERED. IT IS 14 FT. WEST OF AN ELECTRIC METER POLE, 4
 KB0539'FT. EAST OF A TELEPHONE CABLE STANDARD AND 1.8 FT. WEST OF A WITNESS
 KB0539'POST.
 KB0539
 KB0539                          STATION RECOVERY (1987)
 KB0539
 KB0539'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDG)
 KB0539'RECOVERED IN GOOD CONDITION.
 KB0539
 KB0539                          STATION RECOVERY (1989)
 KB0539
 KB0539'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDG)
 KB0539'RECOVERED IN GOOD CONDITION.
 KB0539
 KB0539                          STATION RECOVERY (1997)
 KB0539
 KB0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB0539'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF MAROA AND 2 MI
 KB0539'(3.2 KM) NORTH OF FORSYTH.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY
 KB0539'51 AND INTERSTATE HIGHWAY 72 (EXIT 141) ON THE NORTH SIDE OF DECATUR,
 KB0539'GO NORTH ON HIGHWAY 51 FOR 3.9 MI (6.3 KM) TO A CROSSROAD AT VAN DIEST
 KB0539'SUPPLY COMPANY ON THE RIGHT.  TURN RIGHT, EAST, ON EAST WISE ROAD
 KB0539'(2100N) FOR 0.27 MI (0.43 KM) TO THE STATION ON THE RIGHT, ACROSS THE
 KB0539'ROAD FROM A GRAIN ELEVATOR AND SMALL WHITE SCALE OFFICE, AT A SHORT
 KB0539'SECTION OF FENCE BETWEEN TWO ENTRANCES TO A GRAVELED LOT AND GRAIN
 KB0539'BINS.  IT IS 7.6 M (24.9 FT) SOUTH OF THE CENTER OF THE ROAD, 16.4 M
 KB0539'(53.8 FT) WEST OF THE CENTER OF A GATE IN CHAIN LINK FENCE AT SMALL
 KB0539'WHITE BLOCK BUILDING WITH SIGN VILLAGE OF FORSYTH, ILLINOIS WELL NO.
 KB0539'4, 4.0 M (13.1 FT) WEST OF AN ELECTRIC METER POLE, 1.0 M (3.3 FT) WEST
 KB0539'OF TELEPHONE CABLE SPLICE BOX, 0.5 M (1.6 FT) NORTH OF THE FENCE, AND
 KB0539'0.6 M (2.0 FT) WEST OF A METAL WITNESS POST.
 KB0539
 KB0539                          STATION RECOVERY (2000)
 KB0539
 KB0539'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0539'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0539'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB0539'
 KB0539
 KB0539                          STATION RECOVERY (2001)
 KB0539
 KB0539'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 KB0539'RECOVERED AS DESCRIBED.
 KB0539' 
 KB0539' 
 KB0539' 
 KB0539'
 KB0539
 KB0539                          STATION RECOVERY (2004)
 KB0539
 KB0539'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JRA)
 KB0539'RECOVED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0762 ***********************************************************************
 KB0762  DESIGNATION -  E 261
 KB0762  PID         -  KB0762
 KB0762  STATE/COUNTY-  IL/CHRISTIAN
 KB0762  USGS QUAD   -  OCONEE (1982)
 KB0762
 KB0762                         *CURRENT SURVEY CONTROL
 KB0762  ___________________________________________________________________
 KB0762* NAD 83(1986)-  39 22 13.     (N)    089 05 19.     (W)     SCALED    
 KB0762* NAVD 88     -       199.141  (meters)     653.35   (feet)  ADJUSTED  
 KB0762  ___________________________________________________________________
 KB0762  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0762  DYNAMIC HT  -         199.020 (meters)     652.95  (feet)  COMP
 KB0762  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 KB0762
 KB0762  VERT ORDER  -  FIRST     CLASS I
 KB0762
 KB0762.The horizontal coordinates were scaled from a topographic map and have
 KB0762.an estimated accuracy of +/- 6 seconds.
 KB0762
 KB0762.The orthometric height was determined by differential leveling
 KB0762.and adjusted by the National Geodetic Survey in June 1991..
 KB0762
 KB0762.The geoid height was determined by GEOID03.
 KB0762
 KB0762.The dynamic height is computed by dividing the NAVD 88
 KB0762.geopotential number by the normal gravity value computed on the
 KB0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0762.degrees latitude (g = 980.6199 gals.).
 KB0762
 KB0762.The modeled gravity was interpolated from observed gravity values.
 KB0762
 KB0762;                    North         East    Units  Estimated Accuracy
 KB0762;SPC IL W     -   300,630.      792,900.      MT  (+/- 180 meters Scaled)
 KB0762
 KB0762                          SUPERSEDED SURVEY CONTROL
 KB0762
 KB0762  NGVD 29 (??/??/92)  199.220  (m)          653.61   (f) ADJ UNCH    1 1
 KB0762
 KB0762.Superseded values are not recommended for survey control.
 KB0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0762.See file dsdata.txt to determine how the superseded data were derived.
 KB0762
 KB0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ200599(NAD 83)
 KB0762_MARKER: DB = BENCH MARK DISK
 KB0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0762_SP_SET: CULVERT
 KB0762_STAMPING: E 261 1961
 KB0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0762
 KB0762  HISTORY     - Date     Condition        Report By
 KB0762  HISTORY     - 1961     MONUMENTED       CGS
 KB0762  HISTORY     - 1969     GOOD             NGS
 KB0762  HISTORY     - 1976     GOOD             NGS
 KB0762
 KB0762                          STATION DESCRIPTION
 KB0762
 KB0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0762'1.6 MI S FROM PANA.
 KB0762'ABOUT 1.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0762'THE RAILROAD SWITCH CONTROL TOWER AT PANA, 0.2 MILE NORTH OF
 KB0762'MILEPOST 718, 0.1 MILE NORTH OF A CROSSING OF THE RAILROAD AND
 KB0762'A ROAD WHICH LEADS TO A DUMP, 30 FEET WEST OF THE WEST RAIL,
 KB0762'SET IN THE TOP OF THE TOP STEP AT THE WEST END OF THE SOUTH
 KB0762'CONCRETE ABUTMENT OF A CONCRETE ARCH TYPE CULVERT OVER COAL
 KB0762'CREEK, 1.2 FEET EAST OF THE WEST EDGE OF THE STEP, ABOUT 2 FEET
 KB0762'BELOW THE TOP OF THE WEST HEADWALL OF THE CULVERT, AND ABOUT 12
 KB0762'FEET BELOW THE LEVEL OF THE TRACK. SEC 28, T11N, R1E.
 KB0762
 KB0762                          STATION RECOVERY (1976)
 KB0762
 KB0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0622 ***********************************************************************
 KB0622  DESIGNATION -  E 262
 KB0622  PID         -  KB0622
 KB0622  STATE/COUNTY-  IL/MACON
 KB0622  USGS QUAD   -  DECATUR (1975)
 KB0622
 KB0622                         *CURRENT SURVEY CONTROL
 KB0622  ___________________________________________________________________
 KB0622* NAD 83(1986)-  39 47 19.     (N)    088 55 07.     (W)     SCALED    
 KB0622* NAVD 88     -       204.061  (meters)     669.49   (feet)  ADJUSTED  
 KB0622  ___________________________________________________________________
 KB0622  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KB0622  DYNAMIC HT  -         203.948 (meters)     669.12  (feet)  COMP
 KB0622  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KB0622
 KB0622  VERT ORDER  -  FIRST     CLASS II
 KB0622
 KB0622.The horizontal coordinates were scaled from a topographic map and have
 KB0622.an estimated accuracy of +/- 6 seconds.
 KB0622
 KB0622.The orthometric height was determined by differential leveling
 KB0622.and adjusted by the National Geodetic Survey in June 1991..
 KB0622
 KB0622.The geoid height was determined by GEOID03.
 KB0622
 KB0622.The dynamic height is computed by dividing the NAVD 88
 KB0622.geopotential number by the normal gravity value computed on the
 KB0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0622.degrees latitude (g = 980.6199 gals.).
 KB0622
 KB0622.The modeled gravity was interpolated from observed gravity values.
 KB0622
 KB0622;                    North         East    Units  Estimated Accuracy
 KB0622;SPC IL E     -   346,690.      249,870.      MT  (+/- 180 meters Scaled)
 KB0622
 KB0622                          SUPERSEDED SURVEY CONTROL
 KB0622
 KB0622  NGVD 29 (??/??/92)  204.138  (m)          669.74   (f) ADJ UNCH    1 2
 KB0622
 KB0622.Superseded values are not recommended for survey control.
 KB0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0622.See file dsdata.txt to determine how the superseded data were derived.
 KB0622
 KB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK357060(NAD 83)
 KB0622_MARKER: DB = BENCH MARK DISK
 KB0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0622_STAMPING: E 262 1961
 KB0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0622+STABILITY: SURFACE MOTION
 KB0622
 KB0622  HISTORY     - Date     Condition        Report By
 KB0622  HISTORY     - 1961     MONUMENTED       CGS
 KB0622  HISTORY     - 1975     GOOD             ILDT
 KB0622
 KB0622                          STATION DESCRIPTION
 KB0622
 KB0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KB0622'5.6 MI SE FROM DECATUR.
 KB0622'ABOUT 5.6 MILES SOUTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 KB0622'THE WABASH STATION AT DECATUR, 3.4 MILES SOUTHEAST OF DECATUR
 KB0622'JUNCTION, IN SECTION 6, R 2 E, T 15 N, ABOUT 0.4 MILE NORTHWEST
 KB0622'OF MILEPOST P 83, AT A BLACK TOP ROAD CROSSING AT TURPIN, SET
 KB0622'AT THE NORTHWEST CORNER OF A FENCE AROUND U.S. DEPT. OF
 KB0622'AGRICULTURE CREDIT CORP. GRAIN BINS, 55 FEET SOUTHWEST OF THE
 KB0622'SOUTHWEST RAIL OF THE MAIN TRACK, 92 FEET SOUTHEAST OF THE
 KB0622'CENTER LINE OF THE CROSSING, 40 FEET EAST OF THE CENTER LINE OF
 KB0622'THE ROAD, 12 FEET SOUTHEAST OF THE NORTHWEST FENCE CORNER OF THE
 KB0622'FENCE AROUND THE AGRICULTURE CREDIT CORP. GRAIN BINS, 1.7 FEET
 KB0622'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 KB0622'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0622
 KB0622                          STATION RECOVERY (1975)
 KB0622
 KB0622'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0668 ***********************************************************************
 KB0668  DESIGNATION -  E 263
 KB0668  PID         -  KB0668
 KB0668  STATE/COUNTY-  IL/MACON
 KB0668  USGS QUAD   -  MACON WEST (1982)
 KB0668
 KB0668                         *CURRENT SURVEY CONTROL
 KB0668  ___________________________________________________________________
 KB0668* NAD 83(1986)-  39 39 41.     (N)    089 00 38.     (W)     SCALED    
 KB0668* NAVD 88     -       192.175  (meters)     630.49   (feet)  ADJUSTED  
 KB0668  ___________________________________________________________________
 KB0668  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0668  DYNAMIC HT  -         192.066 (meters)     630.14  (feet)  COMP
 KB0668  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KB0668
 KB0668  VERT ORDER  -  FIRST     CLASS I
 KB0668
 KB0668.The horizontal coordinates were scaled from a topographic map and have
 KB0668.an estimated accuracy of +/- 6 seconds.
 KB0668
 KB0668.The orthometric height was determined by differential leveling
 KB0668.and adjusted by the National Geodetic Survey in June 1991..
 KB0668
 KB0668.The geoid height was determined by GEOID03.
 KB0668
 KB0668.The dynamic height is computed by dividing the NAVD 88
 KB0668.geopotential number by the normal gravity value computed on the
 KB0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0668.degrees latitude (g = 980.6199 gals.).
 KB0668
 KB0668.The modeled gravity was interpolated from observed gravity values.
 KB0668
 KB0668;                    North         East    Units  Estimated Accuracy
 KB0668;SPC IL E     -   332,620.      241,890.      MT  (+/- 180 meters Scaled)
 KB0668
 KB0668                          SUPERSEDED SURVEY CONTROL
 KB0668
 KB0668  NGVD 29 (??/??/92)  192.256  (m)          630.76   (f) ADJ UNCH    1 1
 KB0668
 KB0668.Superseded values are not recommended for survey control.
 KB0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0668.See file dsdata.txt to determine how the superseded data were derived.
 KB0668
 KB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ275921(NAD 83)
 KB0668_MARKER: DB = BENCH MARK DISK
 KB0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0668_SP_SET: CULVERT
 KB0668_STAMPING: E 263 1961
 KB0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0668
 KB0668  HISTORY     - Date     Condition        Report By
 KB0668  HISTORY     - 1961     MONUMENTED       CGS
 KB0668  HISTORY     - 1969     GOOD             NGS
 KB0668  HISTORY     - 1976     GOOD             NGS
 KB0668
 KB0668                          STATION DESCRIPTION
 KB0668
 KB0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0668'3.6 MI S FROM MACON.
 KB0668'ABOUT 3.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0668'THE PEOPLES BANK OF MACON AT MACON, OR ABOUT 2.55 MILES NORTH
 KB0668'ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE AT
 KB0668'MOWEAQUA, 0.5 MILE NORTH OF A CROSSING OF THE RAILROAD AND A
 KB0668'PAVED ROAD WHICH IS THE MACON-SHELBY COUNTY LINE, 0.2 MILE SOUTH
 KB0668'OF MILEPOST 739, 150 FEET EAST AND ACROSS U.S. HIGHWAY 51 FROM
 KB0668'THE EAST RAIL, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KB0668'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 KB0668'OF A 4- X 3-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, AND ABOUT
 KB0668'LEVEL WITH THE HIGHWAY.  SEC 17, T14N, R2E.
 KB0668
 KB0668                          STATION RECOVERY (1976)
 KB0668
 KB0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0363 ***********************************************************************
 JB0363  DESIGNATION -  E 265
 JB0363  PID         -  JB0363
 JB0363  STATE/COUNTY-  IL/JEFFERSON
 JB0363  USGS QUAD   -  MOUNT VERNON (1978)
 JB0363
 JB0363                         *CURRENT SURVEY CONTROL
 JB0363  ___________________________________________________________________
 JB0363* NAD 83(1986)-  38 19 07.     (N)    088 53 06.     (W)     SCALED    
 JB0363* NAVD 88     -       138.667  (meters)     454.94   (feet)  ADJUSTED  
 JB0363  ___________________________________________________________________
 JB0363  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB0363  DYNAMIC HT  -         138.578 (meters)     454.65  (feet)  COMP
 JB0363  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 JB0363
 JB0363  VERT ORDER  -  SECOND    CLASS 0
 JB0363
 JB0363.The horizontal coordinates were scaled from a topographic map and have
 JB0363.an estimated accuracy of +/- 6 seconds.
 JB0363
 JB0363.The orthometric height was determined by differential leveling
 JB0363.and adjusted by the National Geodetic Survey in June 1991..
 JB0363
 JB0363.The geoid height was determined by GEOID03.
 JB0363
 JB0363.The dynamic height is computed by dividing the NAVD 88
 JB0363.geopotential number by the normal gravity value computed on the
 JB0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0363.degrees latitude (g = 980.6199 gals.).
 JB0363
 JB0363.The modeled gravity was interpolated from observed gravity values.
 JB0363
 JB0363;                    North         East    Units  Estimated Accuracy
 JB0363;SPC IL E     -   183,480.      251,760.      MT  (+/- 180 meters Scaled)
 JB0363
 JB0363                          SUPERSEDED SURVEY CONTROL
 JB0363
 JB0363  NGVD 29 (??/??/92)  138.775  (m)          455.30   (f) ADJ UNCH    2 0
 JB0363
 JB0363.Superseded values are not recommended for survey control.
 JB0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0363.See file dsdata.txt to determine how the superseded data were derived.
 JB0363
 JB0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH352428(NAD 83)
 JB0363_MARKER: DB = BENCH MARK DISK
 JB0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0363_SP_SET: BRIDGE
 JB0363_STAMPING: E 265 1967
 JB0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0363
 JB0363  HISTORY     - Date     Condition        Report By
 JB0363  HISTORY     - 1967     MONUMENTED       CGS
 JB0363
 JB0363                          STATION DESCRIPTION
 JB0363
 JB0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JB0363'1 MI E FROM MT VERNON.
 JB0363'1 MILE EAST OF THE COUNTY COURT HOUSE IN MT. VERNON, AT A CONCRETE
 JB0363'BRIDGE ON HIGHWAY 15 CROSSING CASEY FORK CREEK.  A STANDARD DISK,
 JB0363'STAMPED E 265 1967 AND SET IN THE TOP OF THE S.E. BRIDGE ABUTMENT,
 JB0363'WHICH IS ABOUT FOUR FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1879 ***********************************************************************
 ME1879  DESIGNATION -  E 266
 ME1879  PID         -  ME1879
 ME1879  STATE/COUNTY-  IL/COOK
 ME1879  USGS QUAD   -  JACKSON PARK (1993)
 ME1879
 ME1879                         *CURRENT SURVEY CONTROL
 ME1879  ___________________________________________________________________
 ME1879* NAD 83(1986)-  41 45 44.     (N)    087 36 07.     (W)     SCALED    
 ME1879* NAVD 88     -       185.003  (meters)     606.96   (feet)  ADJUSTED  
 ME1879  ___________________________________________________________________
 ME1879  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1879  DYNAMIC HT  -         184.939 (meters)     606.75  (feet)  COMP
 ME1879  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 ME1879
 ME1879  VERT ORDER  -  FIRST     CLASS I
 ME1879
 ME1879.The horizontal coordinates were scaled from a topographic map and have
 ME1879.an estimated accuracy of +/- 6 seconds.
 ME1879
 ME1879.The orthometric height was determined by differential leveling
 ME1879.and adjusted by the National Geodetic Survey in June 1991..
 ME1879
 ME1879.The geoid height was determined by GEOID03.
 ME1879
 ME1879.The dynamic height is computed by dividing the NAVD 88
 ME1879.geopotential number by the normal gravity value computed on the
 ME1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1879.degrees latitude (g = 980.6199 gals.).
 ME1879
 ME1879.The modeled gravity was interpolated from observed gravity values.
 ME1879
 ME1879;                    North         East    Units  Estimated Accuracy
 ME1879;SPC IL E     -   565,950.      360,820.      MT  (+/- 180 meters Scaled)
 ME1879
 ME1879                          SUPERSEDED SURVEY CONTROL
 ME1879
 ME1879  NGVD 29 (??/??/92)  185.104  (m)          607.30   (f) ADJ UNCH    1 1
 ME1879
 ME1879.Superseded values are not recommended for survey control.
 ME1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1879.See file dsdata.txt to determine how the superseded data were derived.
 ME1879
 ME1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM499235(NAD 83)
 ME1879_MARKER: DB = BENCH MARK DISK
 ME1879_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1879_SP_SET: 56 FEET
 ME1879_STAMPING: E 266 1968
 ME1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1879
 ME1879  HISTORY     - Date     Condition        Report By
 ME1879  HISTORY     - 1968     MONUMENTED       CGS
 ME1879  HISTORY     - 1977     GOOD             NGS
 ME1879  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1879
 ME1879                          STATION DESCRIPTION
 ME1879
 ME1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1879'AT CHICAGO.
 ME1879'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, AT THE NORTH CORNER
 ME1879'OF THE MOST EASTERLY OVERPASS OF THE PENN CENTRAL RAILROAD OVER
 ME1879'EAST 73 RD STREET, 238 FEET EAST OF AND ACROSS THE NORTHEAST MAIN
 ME1879'TRACK FROM MILEPOST 459, 37 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 ME1879'OF THE NORFOLK AND WESTERN RAILWAY, 29.5 FEET NORTHEAST OF THE
 ME1879'NORTHEAST RAIL OF THE NORTHEAST TRACK OF THE PENN CENTRAL RAILROAD,
 ME1879'12.5 FEET NORTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 ME1879'HEAD WALL OF THE MOST EASTERLY OVERPASS OVER THE PENN CENTRAL
 ME1879'RAILROAD, 9 FEET NORTH OF THE NORTH EDGE OF THE NORTH ABUTMENT OF
 ME1879'THE OVERPASS, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 ME1879'LEVEL WITH THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 ME1879'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH METAL
 ME1879'PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 ME1879'ROD WAS DRIVEN TO A DEPTH OF 56 FEET.
 ME1879
 ME1879                          STATION RECOVERY (1977)
 ME1879
 ME1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1879'RECOVERED IN GOOD CONDITION.
 ME1879
 ME1879                          STATION RECOVERY (1992)
 ME1879
 ME1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1879'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0041 ***********************************************************************
 NH0041  DESIGNATION -  E 267
 NH0041  PID         -  NH0041
 NH0041  STATE/COUNTY-  IL/COOK
 NH0041  USGS QUAD   -  STREAMWOOD (1993)
 NH0041
 NH0041                         *CURRENT SURVEY CONTROL
 NH0041  ___________________________________________________________________
 NH0041* NAD 83(1986)-  42 00 02.     (N)    088 10 17.     (W)     SCALED    
 NH0041* NAVD 88     -       242.786  (meters)     796.54   (feet)  ADJUSTED  
 NH0041  ___________________________________________________________________
 NH0041  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH0041  DYNAMIC HT  -         242.702 (meters)     796.26  (feet)  COMP
 NH0041  MODELED GRAV-     980,270.7   (mgal)                       NAVD 88
 NH0041
 NH0041  VERT ORDER  -  FIRST     CLASS I
 NH0041
 NH0041.The horizontal coordinates were scaled from a topographic map and have
 NH0041.an estimated accuracy of +/- 6 seconds.
 NH0041
 NH0041.The orthometric height was determined by differential leveling
 NH0041.and adjusted by the National Geodetic Survey in June 1991..
 NH0041
 NH0041.The geoid height was determined by GEOID03.
 NH0041
 NH0041.The dynamic height is computed by dividing the NAVD 88
 NH0041.geopotential number by the normal gravity value computed on the
 NH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0041.degrees latitude (g = 980.6199 gals.).
 NH0041
 NH0041.The modeled gravity was interpolated from observed gravity values.
 NH0041
 NH0041;                    North         East    Units  Estimated Accuracy
 NH0041;SPC IL E     -   592,180.      313,420.      MT  (+/- 180 meters Scaled)
 NH0041
 NH0041                          SUPERSEDED SURVEY CONTROL
 NH0041
 NH0041  NGVD 29 (??/??/92)  242.866  (m)          796.80   (f) ADJ UNCH    1 1
 NH0041
 NH0041.Superseded values are not recommended for survey control.
 NH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0041.See file dsdata.txt to determine how the superseded data were derived.
 NH0041
 NH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM029505(NAD 83)
 NH0041_MARKER: DB = BENCH MARK DISK
 NH0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0041_SP_SET: CULVERT
 NH0041_STAMPING: E 267 1969
 NH0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0041
 NH0041  HISTORY     - Date     Condition        Report By
 NH0041  HISTORY     - 1969     MONUMENTED       CGS
 NH0041
 NH0041                          STATION DESCRIPTION
 NH0041
 NH0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0041'1.4 MI NW FROM ONTARIOVILLE.
 NH0041'ABOUT 1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 NH0041'CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT
 NH0041'ONTARIOVILLE IN SECTION 35, T 41 N, R 9 E, ON THE OUTSIDE OF A
 NH0041'CURVE IN THE HIGHWAY, 30 1/2 FEET NORTHEAST OF THE CENTER LINE
 NH0041'OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTHEAST
 NH0041'CONCRETE HEADWALL OF A 4- X 4-FOOT CONCRETE BOX CULVERT UNDER
 NH0041'THE HIGHWAY, 5 FEET NORTHEAST OF A STEEL GUARD RAIL FOR THE
 NH0041'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  THIS MARK IS ALSO
 NH0041'0.8 MILE NORTH ALONG OAK AVENUE FROM THE CHICAGO, MILWAUKEE, ST.
 NH0041'PAUL, AND PACIFIC RAILROAD STATION AT BARTLETT, THENCE 0.65
 NH0041'MILE SOUTHEAST ALONG U.S. HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1007 ***********************************************************************
 JB1007  DESIGNATION -  E 268
 JB1007  PID         -  JB1007
 JB1007  STATE/COUNTY-  IL/MARION
 JB1007  USGS QUAD   -  CENTRALIA EAST (1981)
 JB1007
 JB1007                         *CURRENT SURVEY CONTROL
 JB1007  ___________________________________________________________________
 JB1007* NAD 83(1986)-  38 34 09.     (N)    089 07 10.     (W)     SCALED    
 JB1007* NAVD 88     -       147.797  (meters)     484.90   (feet)  ADJUSTED  
 JB1007  ___________________________________________________________________
 JB1007  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JB1007  DYNAMIC HT  -         147.703 (meters)     484.59  (feet)  COMP
 JB1007  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 JB1007
 JB1007  VERT ORDER  -  FIRST     CLASS I
 JB1007
 JB1007.The horizontal coordinates were scaled from a topographic map and have
 JB1007.an estimated accuracy of +/- 6 seconds.
 JB1007
 JB1007.The orthometric height was determined by differential leveling
 JB1007.and adjusted by the National Geodetic Survey in June 1991..
 JB1007
 JB1007.The geoid height was determined by GEOID03.
 JB1007
 JB1007.The dynamic height is computed by dividing the NAVD 88
 JB1007.geopotential number by the normal gravity value computed on the
 JB1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1007.degrees latitude (g = 980.6199 gals.).
 JB1007
 JB1007.The modeled gravity was interpolated from observed gravity values.
 JB1007
 JB1007;                    North         East    Units  Estimated Accuracy
 JB1007;SPC IL E     -   211,450.      231,490.      MT  (+/- 180 meters Scaled)
 JB1007
 JB1007                          SUPERSEDED SURVEY CONTROL
 JB1007
 JB1007  NGVD 29 (??/??/92)  147.930  (m)          485.33   (f) ADJ UNCH    1 1
 JB1007
 JB1007.Superseded values are not recommended for survey control.
 JB1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1007.See file dsdata.txt to determine how the superseded data were derived.
 JB1007
 JB1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH153710(NAD 83)
 JB1007_MARKER: DB = BENCH MARK DISK
 JB1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1007_STAMPING: E 268 1969
 JB1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1007+STABILITY: SURFACE MOTION
 JB1007
 JB1007  HISTORY     - Date     Condition        Report By
 JB1007  HISTORY     - 1969     MONUMENTED       CGS
 JB1007
 JB1007                          STATION DESCRIPTION
 JB1007
 JB1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1007'3.3 MI S FROM SANDOVAL.
 JB1007'ABOUT 2.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1007'THE CROSSING OF THE RAILROAD AND THE BALTIMORE AND OHIO RAILROAD
 JB1007'AT SANDOVAL, THENCE 0.25 MILE SOUTHEAST ALONG A PAVED ROAD,
 JB1007'THENCE 150 FEET NORTH ALONG U.S. HIGHWAY 51, THENCE 0.2 MILE
 JB1007'EAST ALONG A PRIVATE GRAVELED ROAD, SET IN THE TOP OF THE
 JB1007'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR A TELEVISION
 JB1007'TOWER WHICH IS 600 FEET TALL, AND ABOUT 1/2 FOOT ABOVE THE
 JB1007'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0452 ***********************************************************************
 LC0452  DESIGNATION -  E 269
 LC0452  PID         -  LC0452
 LC0452  STATE/COUNTY-  IL/MCLEAN
 LC0452  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0452
 LC0452                         *CURRENT SURVEY CONTROL
 LC0452  ___________________________________________________________________
 LC0452* NAD 83(1986)-  40 24 20.     (N)    088 58 43.     (W)     SCALED    
 LC0452* NAVD 88     -       239.883  (meters)     787.02   (feet)  ADJUSTED  
 LC0452  ___________________________________________________________________
 LC0452  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0452  DYNAMIC HT  -         239.769 (meters)     786.64  (feet)  COMP
 LC0452  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 LC0452
 LC0452  VERT ORDER  -  FIRST     CLASS I
 LC0452
 LC0452.The horizontal coordinates were scaled from a topographic map and have
 LC0452.an estimated accuracy of +/- 6 seconds.
 LC0452
 LC0452.The orthometric height was determined by differential leveling
 LC0452.and adjusted by the National Geodetic Survey in June 1991..
 LC0452
 LC0452.The geoid height was determined by GEOID03.
 LC0452
 LC0452.The dynamic height is computed by dividing the NAVD 88
 LC0452.geopotential number by the normal gravity value computed on the
 LC0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0452.degrees latitude (g = 980.6199 gals.).
 LC0452
 LC0452.The modeled gravity was interpolated from observed gravity values.
 LC0452
 LC0452;                    North         East    Units  Estimated Accuracy
 LC0452;SPC IL E     -   415,230.      245,230.      MT  (+/- 180 meters Scaled)
 LC0452
 LC0452                          SUPERSEDED SURVEY CONTROL
 LC0452
 LC0452  NGVD 29 (??/??/92)  239.941  (m)          787.21   (f) ADJ UNCH    1 1
 LC0452
 LC0452.Superseded values are not recommended for survey control.
 LC0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0452.See file dsdata.txt to determine how the superseded data were derived.
 LC0452
 LC0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK321746(NAD 83)
 LC0452_MARKER: DB = BENCH MARK DISK
 LC0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0452_STAMPING: E 269 1969
 LC0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0452+STABILITY: SURFACE MOTION
 LC0452
 LC0452  HISTORY     - Date     Condition        Report By
 LC0452  HISTORY     - 1969     MONUMENTED       CGS
 LC0452
 LC0452                          STATION DESCRIPTION
 LC0452
 LC0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0452'6 MI S FROM BLOOMINGTON.
 LC0452'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0452'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 5.3 MILES SOUTH ALONG
 LC0452'THE ILLINOIS CENTRAL RAILROAD, IN SECTION 27, T 23 N, R 2 E, 0.35
 LC0452'MILE NORTH OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 86
 LC0452'FEET WEST OF THE WEST RAIL, 5 FEET EAST OF A POWER POLE, 2.4
 LC0452'FEET WEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL
 LC0452'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 LC0452'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE-- THIS
 LC0452'MARK IS ALSO 6.15 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 LC0452'FROM THE POST OFFICE AT HEYWORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1438 ***********************************************************************
 ME1438  DESIGNATION -  E 27 RESET 1950
 ME1438  PID         -  ME1438
 ME1438  STATE/COUNTY-  IL/COOK
 ME1438  USGS QUAD   -  STEGER (1990)
 ME1438
 ME1438                         *CURRENT SURVEY CONTROL
 ME1438  ___________________________________________________________________
 ME1438* NAD 83(1986)-  41 29 56.     (N)    087 40 36.     (W)     SCALED    
 ME1438* NAVD 88     -       213.75   (meters)     701.3    (feet)  RESET     
 ME1438  ___________________________________________________________________
 ME1438  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 ME1438
 ME1438  VERT ORDER  -  THIRD
 ME1438
 ME1438.The horizontal coordinates were scaled from a topographic map and have
 ME1438.an estimated accuracy of +/- 6 seconds.
 ME1438
 ME1438.The orthometric height was computed from unverified reset data.
 ME1438.No vertical observational check was made to the station.
 ME1438
 ME1438.The geoid height was determined by GEOID03.
 ME1438
 ME1438;                    North         East    Units  Estimated Accuracy
 ME1438;SPC IL E     -   536,660.      354,830.      MT  (+/- 180 meters Scaled)
 ME1438
 ME1438                          SUPERSEDED SURVEY CONTROL
 ME1438
 ME1438  NGVD 29 (??/??/??)  213.84   (m)          701.6    (f) RESET       3  
 ME1438
 ME1438.Superseded values are not recommended for survey control.
 ME1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1438.See file dsdata.txt to determine how the superseded data were derived.
 ME1438
 ME1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL435943(NAD 83)
 ME1438_MARKER: DB = BENCH MARK DISK
 ME1438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1438_SP_SET: CULVERT
 ME1438_STAMPING: E 27 1950
 ME1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1438
 ME1438  HISTORY     - Date     Condition        Report By
 ME1438  HISTORY     - 1950     MONUMENTED       IL-031
 ME1438  HISTORY     - 1970     GOOD             NGS
 ME1438
 ME1438                          STATION DESCRIPTION
 ME1438
 ME1438'DESCRIBED BY COOK COUNTY ILLINOIS 1950
 ME1438'1.3 MI E FROM MATTESON.
 ME1438'1.3 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 ME1438'STATION AT MATTESON, COOK COUNTY, ABOUT 550 FEET WEST OF THE
 ME1438'CROSSING OF WESTERN AVENUE, AT A 4-FOOT CULVERT, IN THE SOUTH
 ME1438'CONCRETE HEADWALL, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 ME1438'AND 1.5 FEET LOWER THAN THE RAIL.  A COOK COUNTY STANDARD DISK,
 ME1438'STAMPED E 27 1950.  NOTE-- ABOUT 1 FOOT FROM THE FORMER LOCATION
 ME1438'OF E 27 1934 WHICH WAS DESTROYED IN 1938.
 ME1438
 ME1438                          STATION RECOVERY (1970)
 ME1438
 ME1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 ME1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0626 ***********************************************************************
 HB0626  DESIGNATION -  E 270
 HB0626  PID         -  HB0626
 HB0626  STATE/COUNTY-  IL/JACKSON
 HB0626  USGS QUAD   -  DE SOTO (1978)
 HB0626
 HB0626                         *CURRENT SURVEY CONTROL
 HB0626  ___________________________________________________________________
 HB0626* NAD 83(1986)-  37 47 40.     (N)    089 13 27.     (W)     SCALED    
 HB0626* NAVD 88     -       116.020  (meters)     380.64   (feet)  ADJUSTED  
 HB0626  ___________________________________________________________________
 HB0626  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB0626  DYNAMIC HT  -         115.941 (meters)     380.38  (feet)  COMP
 HB0626  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HB0626
 HB0626  VERT ORDER  -  FIRST     CLASS I
 HB0626
 HB0626.The horizontal coordinates were scaled from a topographic map and have
 HB0626.an estimated accuracy of +/- 6 seconds.
 HB0626
 HB0626.The orthometric height was determined by differential leveling
 HB0626.and adjusted by the National Geodetic Survey in June 1991..
 HB0626
 HB0626.The geoid height was determined by GEOID03.
 HB0626
 HB0626.The dynamic height is computed by dividing the NAVD 88
 HB0626.geopotential number by the normal gravity value computed on the
 HB0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0626.degrees latitude (g = 980.6199 gals.).
 HB0626
 HB0626.The modeled gravity was interpolated from observed gravity values.
 HB0626
 HB0626;                    North         East    Units  Estimated Accuracy
 HB0626;SPC IL W     -   125,570.      783,010.      MT  (+/- 180 meters Scaled)
 HB0626
 HB0626                          SUPERSEDED SURVEY CONTROL
 HB0626
 HB0626  NGVD 29 (??/??/??)  116.118  (m)          380.96   (f) ADJUSTED    1 1
 HB0626
 HB0626.Superseded values are not recommended for survey control.
 HB0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0626.See file dsdata.txt to determine how the superseded data were derived.
 HB0626
 HB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG041853(NAD 83)
 HB0626_MARKER: DB = BENCH MARK DISK
 HB0626_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0626_SP_SET: 83 FEET
 HB0626_STAMPING: E 270 1969
 HB0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0626
 HB0626  HISTORY     - Date     Condition        Report By
 HB0626  HISTORY     - 1969     MONUMENTED       CGS
 HB0626  HISTORY     - 1976     GOOD             ILDT
 HB0626  HISTORY     - 1976     GOOD             ILDT
 HB0626  HISTORY     - 1976     GOOD             ILDT
 HB0626
 HB0626                          STATION DESCRIPTION
 HB0626
 HB0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0626'1.6 MI S FROM DE SOTO.
 HB0626'ABOUT 1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0626'THE POST OFFICE AT DE SOTO, IN SECTION 28, T 8 S, R 1 W, 0.5
 HB0626'MILE NORTH OF MILEPOST 304, 83 FEET NORTHEAST OF THE CENTER OF A
 HB0626'CROSSING OF THE RAILROAD AND A TRAIL ROAD, 45 FEET EAST OF THE
 HB0626'EAST RAIL OF THE EAST TRACK, 71 FEET NORTH OF THE CENTER LINE OF
 HB0626'THE ROAD, 7 1/2 FEET EAST OF A TELEPHONE POLE WHICH IS BRACED BY
 HB0626'2 GUY WIRES, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 5 1/2
 HB0626'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 HB0626'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 83 FEET AND IS
 HB0626'ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE
 HB0626'SURFACE OF THE GROUND.
 HB0626
 HB0626                          STATION RECOVERY (1976)
 HB0626
 HB0626'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0626'RECOVERED IN GOOD CONDITION.
 HB0626
 HB0626                          STATION RECOVERY (1976)
 HB0626
 HB0626'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0626'RECOVERED IN GOOD CONDITION.
 HB0626
 HB0626                          STATION RECOVERY (1976)
 HB0626
 HB0626'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0662 ***********************************************************************
 NH0662  DESIGNATION -  E 271
 NH0662  PID         -  NH0662
 NH0662  STATE/COUNTY-  IL/OGLE
 NH0662  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0662
 NH0662                         *CURRENT SURVEY CONTROL
 NH0662  ___________________________________________________________________
 NH0662* NAD 83(1986)-  42 07 40.     (N)    089 36 52.     (W)     SCALED    
 NH0662* NAVD 88     -       287.827  (meters)     944.31   (feet)  ADJUSTED  
 NH0662  ___________________________________________________________________
 NH0662  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0662  DYNAMIC HT  -         287.730 (meters)     943.99  (feet)  COMP
 NH0662  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NH0662
 NH0662  VERT ORDER  -  FIRST     CLASS I
 NH0662
 NH0662.The horizontal coordinates were scaled from a topographic map and have
 NH0662.an estimated accuracy of +/- 6 seconds.
 NH0662
 NH0662.The orthometric height was determined by differential leveling
 NH0662.and adjusted by the National Geodetic Survey in June 1991..
 NH0662
 NH0662.The geoid height was determined by GEOID03.
 NH0662
 NH0662.The dynamic height is computed by dividing the NAVD 88
 NH0662.geopotential number by the normal gravity value computed on the
 NH0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0662.degrees latitude (g = 980.6199 gals.).
 NH0662
 NH0662.The modeled gravity was interpolated from observed gravity values.
 NH0662
 NH0662;                    North         East    Units  Estimated Accuracy
 NH0662;SPC IL W     -   606,420.      745,660.      MT  (+/- 180 meters Scaled)
 NH0662
 NH0662                          SUPERSEDED SURVEY CONTROL
 NH0662
 NH0662  NGVD 29 (??/??/92)  287.860  (m)          944.42   (f) ADJ UNCH    1 1
 NH0662
 NH0662.Superseded values are not recommended for survey control.
 NH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0662.See file dsdata.txt to determine how the superseded data were derived.
 NH0662
 NH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM839672(NAD 83)
 NH0662_MARKER: DB = BENCH MARK DISK
 NH0662_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0662_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0662_STAMPING: E 271 1970
 NH0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0662
 NH0662  HISTORY     - Date     Condition        Report By
 NH0662  HISTORY     - 1970     MONUMENTED       NGS
 NH0662  HISTORY     - 1987     GOOD             USPSQD
 NH0662  HISTORY     - 19960503 GOOD             USPSQD
 NH0662  HISTORY     - 20010806 GOOD             USPSQD
 NH0662  HISTORY     - 20050205 GOOD             USPSQD
 NH0662
 NH0662                          STATION DESCRIPTION
 NH0662
 NH0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0662'2 MI W FROM FORRESTON.
 NH0662'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0662'OFFICE AT FORRESTON, THENCE 1.85 MILES WEST ALONG WHITE OAK
 NH0662'ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 74 FEET
 NH0662'WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY WHICH LEADS NORTH,
 NH0662'19 FEET WEST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY
 NH0662'WHICH LEADS SOUTH, 9.5 FEET NORTHWEST OF A POWER POLE WHICH
 NH0662'BEARS A TRANSFORMER, 1.0 FOOT SOUTH OF A FENCE, 0.8 FOOT NORTH
 NH0662'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND BRAZED
 NH0662'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.  SECTION
 NH0662'30, T25N, R8E
 NH0662
 NH0662                          STATION RECOVERY (1987)
 NH0662
 NH0662'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0662'RECOVERED IN GOOD CONDITION.
 NH0662
 NH0662                          STATION RECOVERY (1996)
 NH0662
 NH0662'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0662'RECOVERED IN GOOD CONDITION.
 NH0662
 NH0662                          STATION RECOVERY (2001)
 NH0662
 NH0662'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0662'RECOVERED IN GOOD CONDITION.
 NH0662
 NH0662                          STATION RECOVERY (2005)
 NH0662
 NH0662'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0160 ***********************************************************************
 NJ0160  DESIGNATION -  E 272
 NJ0160  PID         -  NJ0160
 NJ0160  STATE/COUNTY-  IL/CARROLL
 NJ0160  USGS QUAD   -  WACKER (1985)
 NJ0160
 NJ0160                         *CURRENT SURVEY CONTROL
 NJ0160  ___________________________________________________________________
 NJ0160* NAD 83(1986)-  42 04 55.     (N)    090 03 18.     (W)     SCALED    
 NJ0160* NAVD 88     -       262.541  (meters)     861.35   (feet)  ADJUSTED  
 NJ0160  ___________________________________________________________________
 NJ0160  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NJ0160  DYNAMIC HT  -         262.449 (meters)     861.05  (feet)  COMP
 NJ0160  MODELED GRAV-     980,265.7   (mgal)                       NAVD 88
 NJ0160
 NJ0160  VERT ORDER  -  FIRST     CLASS I
 NJ0160
 NJ0160.The horizontal coordinates were scaled from a topographic map and have
 NJ0160.an estimated accuracy of +/- 6 seconds.
 NJ0160
 NJ0160.The orthometric height was determined by differential leveling
 NJ0160.and adjusted by the National Geodetic Survey in June 1991..
 NJ0160
 NJ0160.The geoid height was determined by GEOID03.
 NJ0160
 NJ0160.The dynamic height is computed by dividing the NAVD 88
 NJ0160.geopotential number by the normal gravity value computed on the
 NJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0160.degrees latitude (g = 980.6199 gals.).
 NJ0160
 NJ0160.The modeled gravity was interpolated from observed gravity values.
 NJ0160
 NJ0160;                    North         East    Units  Estimated Accuracy
 NJ0160;SPC IL W     -   601,190.      709,240.      MT  (+/- 180 meters Scaled)
 NJ0160
 NJ0160                          SUPERSEDED SURVEY CONTROL
 NJ0160
 NJ0160  NGVD 29 (??/??/92)  262.572  (m)          861.46   (f) ADJ UNCH    1 1
 NJ0160
 NJ0160.Superseded values are not recommended for survey control.
 NJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0160.See file dsdata.txt to determine how the superseded data were derived.
 NJ0160
 NJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG435630(NAD 83)
 NJ0160_MARKER: DB = BENCH MARK DISK
 NJ0160_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0160_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0160_STAMPING: E 272 1970
 NJ0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0160+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NJ0160
 NJ0160  HISTORY     - Date     Condition        Report By
 NJ0160  HISTORY     - 1970     MONUMENTED       NGS
 NJ0160  HISTORY     - 19950515 GOOD             USPSQD
 NJ0160  HISTORY     - 20011203 GOOD             NGS
 NJ0160  HISTORY     - 20030923 GOOD             USPSQD
 NJ0160
 NJ0160                          STATION DESCRIPTION
 NJ0160
 NJ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0160'5.3 MI W FROM MT CARROLL.
 NJ0160'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NJ0160'AT MT. CARROLL, THENCE 4.3 MILES WEST ALONG U.S. HIGHWAY 52,
 NJ0160'OR ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE
 NJ0160'AT SAVANNA, THENCE 5.95 MILES EAST ALONG U.S. HIGHWAY 52, 0.35
 NJ0160'MILE WEST OF THE CENTER HILL SCHOOL BUILDING, 141 FEET SOUTH AND
 NJ0160'ACROSS THE OLD HIGHWAY FROM THE CENTER LINE OF THE PRESENT
 NJ0160'HIGHWAY, 99 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE
 NJ0160'HEADWALL OF A 2-FOOT CONCRETE CULVERT UNDER THE OLD HIGHWAY,
 NJ0160'1.5 FEET NORTH OF A FENCE, 5.5 FEET EAST OF AN UNDERGROUND
 NJ0160'CABLE MARKER, 2.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 NJ0160'LEVEL WITH THE HIGHWAYS, AND BRAZED ON THE TOP OF A 3-INCH IRON
 NJ0160'PIPE PROJECTING 6 INCHES.  SECTION 9, T24N, R4E.
 NJ0160
 NJ0160                          STATION RECOVERY (1995)
 NJ0160
 NJ0160'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0160'RECOVERED IN GOOD CONDITION.
 NJ0160
 NJ0160                          STATION RECOVERY (2001)
 NJ0160
 NJ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0160'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0160
 NJ0160                          STATION RECOVERY (2003)
 NJ0160
 NJ0160'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0068 ***********************************************************************
 NJ0068  DESIGNATION -  E 273
 NJ0068  PID         -  NJ0068
 NJ0068  STATE/COUNTY-  IL/CARROLL
 NJ0068  USGS QUAD   -  SAVANNA (1990)
 NJ0068
 NJ0068                         *CURRENT SURVEY CONTROL
 NJ0068  ___________________________________________________________________
 NJ0068* NAD 83(1986)-  42 06 42.     (N)    090 09 30.     (W)     SCALED    
 NJ0068* NAVD 88     -       186.573  (meters)     612.11   (feet)  ADJUSTED  
 NJ0068  ___________________________________________________________________
 NJ0068  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0068  DYNAMIC HT  -         186.509 (meters)     611.90  (feet)  COMP
 NJ0068  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 NJ0068
 NJ0068  VERT ORDER  -  FIRST     CLASS I
 NJ0068
 NJ0068.The horizontal coordinates were scaled from a topographic map and have
 NJ0068.an estimated accuracy of +/- 6 seconds.
 NJ0068
 NJ0068.The orthometric height was determined by differential leveling
 NJ0068.and adjusted by the National Geodetic Survey in June 1991..
 NJ0068
 NJ0068.The geoid height was determined by GEOID03.
 NJ0068
 NJ0068.The dynamic height is computed by dividing the NAVD 88
 NJ0068.geopotential number by the normal gravity value computed on the
 NJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0068.degrees latitude (g = 980.6199 gals.).
 NJ0068
 NJ0068.The modeled gravity was interpolated from observed gravity values.
 NJ0068
 NJ0068;                    North         East    Units  Estimated Accuracy
 NJ0068;SPC IL W     -   604,490.      700,690.      MT  (+/- 180 meters Scaled)
 NJ0068
 NJ0068                          SUPERSEDED SURVEY CONTROL
 NJ0068
 NJ0068  NGVD 29 (??/??/92)  186.604  (m)          612.22   (f) ADJ UNCH    1 1
 NJ0068
 NJ0068.Superseded values are not recommended for survey control.
 NJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0068.See file dsdata.txt to determine how the superseded data were derived.
 NJ0068
 NJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG349660(NAD 83)
 NJ0068_MARKER: DB = BENCH MARK DISK
 NJ0068_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0068_SP_SET: ROCK CLIFF
 NJ0068_STAMPING: E 273 1970
 NJ0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0068+STABILITY: POSITION/ELEVATION WELL
 NJ0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0068+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NJ0068
 NJ0068  HISTORY     - Date     Condition        Report By
 NJ0068  HISTORY     - 1970     MONUMENTED       NGS
 NJ0068  HISTORY     - 1977     GOOD             LOCSUR
 NJ0068  HISTORY     - 19950524 GOOD             USPSQD
 NJ0068  HISTORY     - 20011203 GOOD             NGS
 NJ0068  HISTORY     - 20030923 GOOD             USPSQD
 NJ0068
 NJ0068                          STATION DESCRIPTION
 NJ0068
 NJ0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0068'1 MI N FROM SAVANNA.
 NJ0068'ABOUT 0.95 MILE NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 NJ0068'FROM THE STATION AT SAVANNA, 67 FEET EAST AND ACROSS STATE
 NJ0068'HIGHWAY 84 FROM THE EAST RAIL OF THE EAST TRACK, 22 FEET EAST
 NJ0068'OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE WEST
 NJ0068'FACE AND AT THE SOUTHWEST END OF A ROCK CLIFF, 12.5 FEET
 NJ0068'NORTHEAST OF A TELEPHONE POLE, 1.7 FEET ABOVE THE LEVEL OF THE
 NJ0068'GROUND, ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT
 NJ0068'3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 33, T25N,
 NJ0068'R3E
 NJ0068
 NJ0068                          STATION RECOVERY (1977)
 NJ0068
 NJ0068'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NJ0068'RECOVERED IN GOOD CONDITION.
 NJ0068
 NJ0068                          STATION RECOVERY (1995)
 NJ0068
 NJ0068'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0068'RECOVERED IN GOOD CONDITION.
 NJ0068
 NJ0068                          STATION RECOVERY (2001)
 NJ0068
 NJ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0068'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0068
 NJ0068                          STATION RECOVERY (2003)
 NJ0068
 NJ0068'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1956 ***********************************************************************
 ME1956  DESIGNATION -  E 274
 ME1956  PID         -  ME1956
 ME1956  STATE/COUNTY-  IL/COOK
 ME1956  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1956
 ME1956                         *CURRENT SURVEY CONTROL
 ME1956  ___________________________________________________________________
 ME1956* NAD 83(1986)-  41 59 13.     (N)    087 40 30.     (W)     SCALED    
 ME1956* NAVD 88     -       184.696  (meters)     605.96   (feet)  ADJUSTED  
 ME1956  ___________________________________________________________________
 ME1956  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 ME1956  DYNAMIC HT  -         184.634 (meters)     605.75  (feet)  COMP
 ME1956  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 ME1956
 ME1956  VERT ORDER  -  FIRST     CLASS 0
 ME1956
 ME1956.The horizontal coordinates were scaled from a topographic map and have
 ME1956.an estimated accuracy of +/- 6 seconds.
 ME1956
 ME1956.The orthometric height was determined by differential leveling
 ME1956.and adjusted by the National Geodetic Survey in June 1991..
 ME1956
 ME1956.The geoid height was determined by GEOID03.
 ME1956
 ME1956.The dynamic height is computed by dividing the NAVD 88
 ME1956.geopotential number by the normal gravity value computed on the
 ME1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1956.degrees latitude (g = 980.6199 gals.).
 ME1956
 ME1956.The modeled gravity was interpolated from observed gravity values.
 ME1956
 ME1956;                    North         East    Units  Estimated Accuracy
 ME1956;SPC IL E     -   590,860.      354,550.      MT  (+/- 180 meters Scaled)
 ME1956
 ME1956                          SUPERSEDED SURVEY CONTROL
 ME1956
 ME1956  NGVD 29 (??/??/92)  184.78   (m)          606.2    (f) COMPUTED    1 0
 ME1956
 ME1956.Superseded values are not recommended for survey control.
 ME1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1956.See file dsdata.txt to determine how the superseded data were derived.
 ME1956
 ME1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM440485(NAD 83)
 ME1956_MARKER: DB = BENCH MARK DISK
 ME1956_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ME1956_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ME1956_STAMPING: E 274 - 1973
 ME1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1956
 ME1956  HISTORY     - Date     Condition        Report By
 ME1956  HISTORY     - 1973     MONUMENTED       NGS
 ME1956  HISTORY     - 19961026 GOOD             USPSQD
 ME1956  HISTORY     - 20020806 GOOD             INDIV
 ME1956
 ME1956                          STATION DESCRIPTION
 ME1956
 ME1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ME1956'IN CHICAGO.
 ME1956'AT THE ROSE HILL DRIVE UNDERPASS AND ENTRANCE TO ROSE HILL CEMETERY,
 ME1956'89.2 FEET NORTHEAST OF CENTER OF LARGE STEEL GATE IN STONE ARCHWAY,
 ME1956'46.0 FEET NORTH OF THE NORTH CURB OF DRIVE IN SMALL TRIANGLE PLOT OF
 ME1956'GROUND, 15.0 FEET SOUTHEAST OF A STEEL PICKET FENCE, 1.5 FEET WEST OF
 ME1956'WEST FACE OF STONE WALL OF A CONCRETE STAIRWAY LEADING UP TO THE
 ME1956'RAILROAD, IN SOUTH EDGE OF GOOSEBERRY BUSHES.  A NGS DISK ON TOP OF A
 ME1956'COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 69 1/2 FEET.  THE DISK IS
 ME1956'1 INCH BELOW THE SURFACE OF THE GROUND AND ENCASED IN A 6 IN IRON PIPE
 ME1956'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  ABOUT 13.0 FEET BELOW
 ME1956'THE LEVEL OF THE LEVEL OF THE RAILROAD AND 2.0 FEET ABOVE THE LEVEL OF
 ME1956'THE DRIVE.  SECTION 6, T 40N, R 14E.
 ME1956
 ME1956                          STATION RECOVERY (1996)
 ME1956
 ME1956'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME1956'RECOVERED IN GOOD CONDITION.
 ME1956
 ME1956                          STATION RECOVERY (2002)
 ME1956
 ME1956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CMD)
 ME1956'DISK IS NO LONGER PROTECTED BY A 6 INCH PIPE NOR IS IT BELOW GRADE.
 ME1956'DISK IS ABOUT 1 INCH ABOVE GRADE AS OF THIS DATE. DISK HAS A FEW NICK
 ME1956'MARKS AND SCUFFS BUT IS EASILY READABLE.
 ME1956'-CHRIS(CENTAUR)DUNN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0246 ***********************************************************************
 MF0246  DESIGNATION -  E 28
 MF0246  PID         -  MF0246
 MF0246  STATE/COUNTY-  IL/KANKAKEE
 MF0246  USGS QUAD   -  HERSCHER (1978)
 MF0246
 MF0246                         *CURRENT SURVEY CONTROL
 MF0246  ___________________________________________________________________
 MF0246* NAD 83(1986)-  41 06 30.     (N)    088 05 48.     (W)     SCALED    
 MF0246* NAVD 88     -       189.877  (meters)     622.95   (feet)  ADJUSTED  
 MF0246  ___________________________________________________________________
 MF0246  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MF0246  DYNAMIC HT  -         189.800 (meters)     622.70  (feet)  COMP
 MF0246  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MF0246
 MF0246  VERT ORDER  -  SECOND    CLASS 0
 MF0246
 MF0246.The horizontal coordinates were scaled from a topographic map and have
 MF0246.an estimated accuracy of +/- 6 seconds.
 MF0246
 MF0246.The orthometric height was determined by differential leveling
 MF0246.and adjusted by the National Geodetic Survey in June 1991..
 MF0246
 MF0246.The geoid height was determined by GEOID03.
 MF0246
 MF0246.The dynamic height is computed by dividing the NAVD 88
 MF0246.geopotential number by the normal gravity value computed on the
 MF0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0246.degrees latitude (g = 980.6199 gals.).
 MF0246
 MF0246.The modeled gravity was interpolated from observed gravity values.
 MF0246
 MF0246;                    North         East    Units  Estimated Accuracy
 MF0246;SPC IL E     -   493,100.      319,880.      MT  (+/- 180 meters Scaled)
 MF0246
 MF0246                          SUPERSEDED SURVEY CONTROL
 MF0246
 MF0246  NGVD 29 (??/??/92)  189.959  (m)          623.22   (f) ADJ UNCH    2 0
 MF0246
 MF0246.Superseded values are not recommended for survey control.
 MF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0246.See file dsdata.txt to determine how the superseded data were derived.
 MF0246
 MF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL079513(NAD 83)
 MF0246_MARKER: DB = BENCH MARK DISK
 MF0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0246_SP_SET: CULVERT
 MF0246_STAMPING: E 28 1934
 MF0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0246
 MF0246  HISTORY     - Date     Condition        Report By
 MF0246  HISTORY     - 1934     MONUMENTED       CGS
 MF0246  HISTORY     - 1954     GOOD             NGS
 MF0246  HISTORY     - 1959     GOOD             NGS
 MF0246  HISTORY     - 1979     GOOD             LOCENG
 MF0246
 MF0246                          STATION DESCRIPTION
 MF0246
 MF0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0246'2 MI W FROM GOODRICH.
 MF0246'ABOUT 2.05 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MF0246'THE CROSS ROAD AT GOODRICH, 2 1/2 MILES EAST OF UNION HALL, 26 1/2
 MF0246'FEET SOUTH OF THE SOUTH RAIL, 22 FEET WEST OF THE CENTER LINE OF
 MF0246'A CROSS ROAD, IN THE TOP OF THE SOUTH END OF THE WEST HEAD
 MF0246'WALL OF AN 18 1/2 INCH PIPE CULVERT UNDER THE ROAD AND ABOUT
 MF0246'4 FEET BELOW THE TOP OF THE RAIL.
 MF0246
 MF0246                          STATION RECOVERY (1959)
 MF0246
 MF0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF0246'RECOVERED IN GOOD CONDITION.
 MF0246
 MF0246                          STATION RECOVERY (1979)
 MF0246
 MF0246'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MF0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1218 ***********************************************************************
 JC1218  DESIGNATION -  E 282
 JC1218  PID         -  JC1218
 JC1218  STATE/COUNTY-  IL/MADISON
 JC1218  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 JC1218
 JC1218                         *CURRENT SURVEY CONTROL
 JC1218  ___________________________________________________________________
 JC1218* NAD 83(1986)-  38 51 45.     (N)    090 08 01.     (W)     SCALED    
 JC1218* NAVD 88     -       135.276  (meters)     443.82   (feet)  ADJUSTED  
 JC1218  ___________________________________________________________________
 JC1218  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JC1218  DYNAMIC HT  -         135.192 (meters)     443.54  (feet)  COMP
 JC1218  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 JC1218
 JC1218  VERT ORDER  -  FIRST     CLASS II
 JC1218
 JC1218.The horizontal coordinates were scaled from a topographic map and have
 JC1218.an estimated accuracy of +/- 6 seconds.
 JC1218
 JC1218.The orthometric height was determined by differential leveling
 JC1218.and adjusted by the National Geodetic Survey in June 1991..
 JC1218
 JC1218.The geoid height was determined by GEOID03.
 JC1218
 JC1218.The dynamic height is computed by dividing the NAVD 88
 JC1218.geopotential number by the normal gravity value computed on the
 JC1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1218.degrees latitude (g = 980.6199 gals.).
 JC1218
 JC1218.The modeled gravity was interpolated from observed gravity values.
 JC1218
 JC1218;                    North         East    Units  Estimated Accuracy
 JC1218;SPC IL W     -   243,710.      702,870.      MT  (+/- 180 meters Scaled)
 JC1218
 JC1218                          SUPERSEDED SURVEY CONTROL
 JC1218
 JC1218  NGVD 29 (??/??/??)  135.242  (m)          443.71   (f) ADJUSTED    1 2
 JC1218
 JC1218.Superseded values are not recommended for survey control.
 JC1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1218.See file dsdata.txt to determine how the superseded data were derived.
 JC1218
 JC1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD487054(NAD 83)
 JC1218_MARKER: DB = BENCH MARK DISK
 JC1218_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC1218_SP_SET: BRIDGE ABUTMENT
 JC1218_STAMPING: E 282 1981
 JC1218_MARK LOGO: NGS   
 JC1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1218
 JC1218  HISTORY     - Date     Condition        Report By
 JC1218  HISTORY     - 1981     MONUMENTED       NGS
 JC1218
 JC1218                          STATION DESCRIPTION
 JC1218
 JC1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1218'IN EAST ALTON.
 JC1218'IN EAST ALTON, 0.2 KILOMETER (0.1 MILE) SOUTHEAST ALONG STATE HIGHWAY
 JC1218'3 FROM THE SOUTHEAST END OF THE ILLINOIS POWER PLANT. THE MARK IS IN
 JC1218'TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE STATE
 JC1218'HIGHWAY 3 BRIDGE OVER A GRAVEL ACCESS ROAD LEADING NORTHEAST TO A SPUR
 JC1218'LEVEE ON THE NORTHWEST SIDE OF THE WOOD RIVER, 4.88 METERS (16.0 FEET)
 JC1218'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST BOUND LANE OF STATE
 JC1218'HIGHWAY 3 AND 0.24 METER (0.8 FEET) SOUTHWEST OF THE SOUTHWEST FACE OF
 JC1218'THE NORTHEAST HEAD WALL OF THE NORTHWEST ABUTMENT OF THE BRIDGE.
 JC1218'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1199 ***********************************************************************
 JC1199  DESIGNATION -  E 283
 JC1199  PID         -  JC1199
 JC1199  STATE/COUNTY-  IL/MADISON
 JC1199  USGS QUAD   -  WOOD RIVER (1994)
 JC1199
 JC1199                         *CURRENT SURVEY CONTROL
 JC1199  ___________________________________________________________________
 JC1199* NAD 83(1986)-  38 49 13.     (N)    090 02 18.     (W)     SCALED    
 JC1199* NAVD 88     -       136.991  (meters)     449.44   (feet)  ADJUSTED  
 JC1199  ___________________________________________________________________
 JC1199  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JC1199  DYNAMIC HT  -         136.906 (meters)     449.17  (feet)  COMP
 JC1199  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 JC1199
 JC1199  VERT ORDER  -  FIRST     CLASS II
 JC1199
 JC1199.The horizontal coordinates were scaled from a topographic map and have
 JC1199.an estimated accuracy of +/- 6 seconds.
 JC1199
 JC1199.The orthometric height was determined by differential leveling
 JC1199.and adjusted by the National Geodetic Survey in June 1991..
 JC1199
 JC1199.The geoid height was determined by GEOID03.
 JC1199
 JC1199.The dynamic height is computed by dividing the NAVD 88
 JC1199.geopotential number by the normal gravity value computed on the
 JC1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1199.degrees latitude (g = 980.6199 gals.).
 JC1199
 JC1199.The modeled gravity was interpolated from observed gravity values.
 JC1199
 JC1199;                    North         East    Units  Estimated Accuracy
 JC1199;SPC IL W     -   239,030.      711,140.      MT  (+/- 180 meters Scaled)
 JC1199
 JC1199                          SUPERSEDED SURVEY CONTROL
 JC1199
 JC1199  NGVD 29 (??/??/??)  136.958  (m)          449.34   (f) ADJUSTED    1 2
 JC1199
 JC1199.Superseded values are not recommended for survey control.
 JC1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1199.See file dsdata.txt to determine how the superseded data were derived.
 JC1199
 JC1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD571010(NAD 83)
 JC1199_MARKER: I = METAL ROD
 JC1199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1199_SP_SET: STAINLESS STEEL ROD
 JC1199_STAMPING: E 283 1981
 JC1199_MARK LOGO: NGS   
 JC1199_PROJECTION: FLUSH
 JC1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1199_ROD/PIPE-DEPTH: 9.8  meters
 JC1199
 JC1199  HISTORY     - Date     Condition        Report By
 JC1199  HISTORY     - 1981     MONUMENTED       NGS
 JC1199
 JC1199                          STATION DESCRIPTION
 JC1199
 JC1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1199'9.9 KM (6.15 MI) SE FROM HARTFORD.
 JC1199'3.2 KILOMETERS (2.0 MILES SOUTH ALONG LEVEE ROAD FROM THE JUNCTION OF
 JC1199'STATE HIGHWAY 3 AHD HAWTHORNE ROAD IN HARTFORD, THENCE 4.4 KILOMETERS
 JC1199'(2.75 MILES) EAST ALONG THE NORTH LEVEE PARALLELING THE CAHOKIA
 JC1199'DIVERSION CHANNEL TO THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 JC1199'CROSSING AND A POINT WHERE THE LEVEE TURNS NORTHEAST THENCE 2.2
 JC1199'KILOMETERS (1.4 MILES) NORTHEAST ALONG THE LEVEE TO THE MARK ON THE
 JC1199'LEFT, 2.28 METERS (7.5 FEET) NORTHWEST OF THE CENTER OF THE LEVEE
 JC1199'ROAD, AND 0.46 METER (1.5 FEET) SOUTHWEST OF A METAL WITNESS POST.
 JC1199'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 JC1199'THE MARK IS 0.1 M BELOW LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1125 ***********************************************************************
 JC1125  DESIGNATION -  E 284
 JC1125  PID         -  JC1125
 JC1125  STATE/COUNTY-  IL/MONROE
 JC1125  USGS QUAD   -  OAKVILLE (1998)
 JC1125
 JC1125                         *CURRENT SURVEY CONTROL
 JC1125  ___________________________________________________________________
 JC1125* NAD 83(1986)-  38 27 00.     (N)    090 15 57.     (W)     SCALED    
 JC1125* NAVD 88     -       129.073  (meters)     423.47   (feet)  ADJUSTED  
 JC1125  ___________________________________________________________________
 JC1125  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JC1125  DYNAMIC HT  -         128.990 (meters)     423.19  (feet)  COMP
 JC1125  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 JC1125
 JC1125  VERT ORDER  -  FIRST     CLASS II
 JC1125
 JC1125.The horizontal coordinates were scaled from a topographic map and have
 JC1125.an estimated accuracy of +/- 6 seconds.
 JC1125
 JC1125.The orthometric height was determined by differential leveling
 JC1125.and adjusted by the National Geodetic Survey in June 1991..
 JC1125
 JC1125.The geoid height was determined by GEOID03.
 JC1125
 JC1125.The dynamic height is computed by dividing the NAVD 88
 JC1125.geopotential number by the normal gravity value computed on the
 JC1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1125.degrees latitude (g = 980.6199 gals.).
 JC1125
 JC1125.The modeled gravity was interpolated from observed gravity values.
 JC1125
 JC1125;                    North         East    Units  Estimated Accuracy
 JC1125;SPC IL W     -   197,920.      691,340.      MT  (+/- 180 meters Scaled)
 JC1125
 JC1125                          SUPERSEDED SURVEY CONTROL
 JC1125
 JC1125  NGVD 29 (??/??/??)  129.031  (m)          423.33   (f) ADJUSTED    1 2
 JC1125
 JC1125.Superseded values are not recommended for survey control.
 JC1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1125.See file dsdata.txt to determine how the superseded data were derived.
 JC1125
 JC1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC385592(NAD 83)
 JC1125_MARKER: I = METAL ROD
 JC1125_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1125_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1125_STAMPING: E 284 1981
 JC1125_MARK LOGO: NGS   
 JC1125_PROJECTION: FLUSH
 JC1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1125+STABILITY: POSITION/ELEVATION WELL
 JC1125_ROD/PIPE-DEPTH: 18.3 meters
 JC1125_SLEEVE-DEPTH  : 6.0 meters
 JC1125
 JC1125  HISTORY     - Date     Condition        Report By
 JC1125  HISTORY     - 1981     MONUMENTED       NGS
 JC1125
 JC1125                          STATION DESCRIPTION
 JC1125
 JC1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1125'24.3 KM (15.1 MI) ENE FROM FOUNTAIN.
 JC1125'7.9 KILOMETERS (4.9 MILES) SOUTHWEST ALONG LEVEE ROAD FROM NORTH EAST
 JC1125'END OF THE MISSOURI PACIFIC RAILROAD BRIDGE OVER FOUNTAIN CREEK IN
 JC1125'FOUNTAIN, THENCE CONTINUE NORTHEAST ALONG THE SAME LEVEE ROAD FOR 16.2
 JC1125'KILOMETERS (10.1 MILES) TO THE INTERSECTION OF A PAVED ROAD AND BRIDGE
 JC1125'CROSSING OVER CARR CREEK, THENCE 0.3 KILOMETERS (0.2 MILES) NORTH
 JC1125'ALONG THE PAVED ROAD TO THE JUNCTION OF THE PAVED ROAD AND A LEVEE
 JC1125'LEADING EAST AND WEST ON THE NORTH SIDE OF CARR CREEK, THE MARK IS AT
 JC1125'THE SOUTH RAILROAD TIE CABLE GATE POST FOR ENTRANCE TO THE LEVEE
 JC1125'LEADING EAST ALONG THE NORTH SIDE OF CARR CREEK, 3.20 METERS (10.5
 JC1125'FEET) SOUTH OF THE CENTER OF THE LEVEE ROAD, 6.10 METERS (20 FEET)
 JC1125'NORTH OF THE CENTER OF THE PAVED ROAD PARALLELING THE LEVEE,
 JC1125'1.0 METERS (3.3 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JC1125'RAILROAD TIE GATE POST, 0.46 METERS (1.5 FEET) WEST OF A METAL WITNESS
 JC1125'POST.
 JC1125'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 JC1125'THE MARK IS 0.18 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1131 ***********************************************************************
 JC1131  CBN         -  This is a Cooperative Base Network Control Station.
 JC1131  DESIGNATION -  E 285
 JC1131  PID         -  JC1131
 JC1131  STATE/COUNTY-  IL/ST CLAIR
 JC1131  USGS QUAD   -  CAHOKIA (1993)
 JC1131
 JC1131                         *CURRENT SURVEY CONTROL
 JC1131  ___________________________________________________________________
 JC1131* NAD 83(1997)-  38 31 26.75993(N)    090 14 47.42773(W)     ADJUSTED  
 JC1131* NAVD 88     -       130.044  (meters)     426.65   (feet)  ADJUSTED  
 JC1131  ___________________________________________________________________
 JC1131  X           -     -21,496.650 (meters)                     COMP
 JC1131  Y           -  -4,996,434.914 (meters)                     COMP
 JC1131  Z           -   3,951,184.525 (meters)                     COMP
 JC1131  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 JC1131  ELLIP HEIGHT-          99.24  (meters)          (09/22/04) GPS OBS
 JC1131  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JC1131  DYNAMIC HT  -         129.962 (meters)     426.38  (feet)  COMP
 JC1131  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JC1131
 JC1131  HORZ ORDER  -  B
 JC1131  VERT ORDER  -  FIRST     CLASS II
 JC1131  ELLP ORDER  -  FOURTH    CLASS I
 JC1131
 JC1131.The horizontal coordinates were established by GPS observations
 JC1131.and adjusted by the National Geodetic Survey in July 1998..
 JC1131
 JC1131.The orthometric height was determined by differential leveling
 JC1131.and adjusted by the National Geodetic Survey in June 1991..
 JC1131
 JC1131.Photographs are available for this station.
 JC1131
 JC1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1131
 JC1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1131
 JC1131.The ellipsoidal height was determined by GPS observations
 JC1131.and is referenced to NAD 83.
 JC1131
 JC1131.The geoid height was determined by GEOID03.
 JC1131
 JC1131.The dynamic height is computed by dividing the NAVD 88
 JC1131.geopotential number by the normal gravity value computed on the
 JC1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1131.degrees latitude (g = 980.6199 gals.).
 JC1131
 JC1131.The modeled gravity was interpolated from observed gravity values.
 JC1131
 JC1131;                    North         East     Units Scale Factor Converg.
 JC1131;SPC IL W     -   206,145.300   693,037.976   MT  0.99994177   -0 02 59.0
 JC1131;SPC IL W     -   676,328.37  2,273,742.09   sFT  0.99994177   -0 02 59.0
 JC1131;UTM  15      - 4,267,561.625   740,039.565   MT  1.00030963   +1 42 56.9
 JC1131
 JC1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1131!SPC IL W     -   0.99998443  x   0.99994177  =   0.99992620
 JC1131!UTM  15      -   0.99998443  x   1.00030963  =   1.00029405
 JC1131
 JC1131                          SUPERSEDED SURVEY CONTROL
 JC1131
 JC1131  ELLIP H (07/17/98)   99.27   (m)                       GP(       ) 4 1
 JC1131  NAVD 88 (07/17/98)  130.04   (m)          426.6    (f) LEVELING    3  
 JC1131  NGVD 29 (??/??/??)  130.004  (m)          426.52   (f) ADJUSTED    1 2
 JC1131
 JC1131.Superseded values are not recommended for survey control.
 JC1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1131.See file dsdata.txt to determine how the superseded data were derived.
 JC1131
 JC1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4004067562(NAD 83)
 JC1131_MARKER: I = METAL ROD
 JC1131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1131_SP_SET: STAINLESS STEEL ROD
 JC1131_STAMPING: E 285 1981
 JC1131_MARK LOGO: NGS   
 JC1131_PROJECTION: RECESSED 5 CENTIMETERS
 JC1131_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1131+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 JC1131_ROD/PIPE-DEPTH: 9.80 meters
 JC1131
 JC1131  HISTORY     - Date     Condition        Report By
 JC1131  HISTORY     - 1981     MONUMENTED       NGS
 JC1131  HISTORY     - 19970430 GOOD             NGS
 JC1131  HISTORY     - 19990121 GOOD             TWM
 JC1131  HISTORY     - 19990830 GOOD             WOOLPT
 JC1131  HISTORY     - 20010501 GOOD             WOOLPT
 JC1131
 JC1131                          STATION DESCRIPTION
 JC1131
 JC1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1131'2.6 KM (1.6 MI) SW FROM EAST CARONDELET.
 JC1131'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG TOP OF THE MAIN LEVEE FROM THE
 JC1131'JUNCTION OF STATE STREET IN EAST CARONDELET TO THE MARK ON THE LEFT,
 JC1131'5.03 METERS (16.5 FEET) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD,
 JC1131'0.45 METERS (1.5 FEET) SOUTHWEST OF A METAL WITNESS POST.
 JC1131'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 JC1131'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
 JC1131
 JC1131                          STATION RECOVERY (1997)
 JC1131
 JC1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JC1131'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) SOUTHWEST OF EAST
 JC1131'CARONDELET ON TOP OF THE LEVEE.  TO REACH FROM THE INTERSECTION OF
 JC1131'STATE STREET AND SEVENTH STREET IN EAST CARONDELET, PROCEED SOUTHWEST
 JC1131'ON SEVENTH STREET FOR 1.0 MI (1.6 KM) (SEVENTH STREET BECOMES EAST
 JC1131'CARONDELET ROAD ALONG LEVEE) ALONG THE EAST SIDE OF THE LEVEE TO DAVIS
 JC1131'ST FERRY ROAD, TURN LEFT, SOUTHEAST, FOR 0.13 MI (0.21 KM) TO BOTTOM
 JC1131'ROAD, TURN RIGHT, SOUTHWEST, FOR 0.25 MI (0.40 KM) TO A DRIVEWAY EAST
 JC1131'AT A RESIDENCE, CONTINUE AHEAD FOR 0.14 MI (0.23 KM) TO THE STATION ON
 JC1131'THE LEFT, 4.6 M (15.1 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 JC1131'LEVEE ROAD, AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 JC1131'NOTE--ACCESS TO THE STATION POINT IS THROUGH A 5-INCH ACCESS COVER.
 JC1131
 JC1131                          STATION RECOVERY (1999)
 JC1131
 JC1131'RECOVERY NOTE BY THOUVENOT, WADE AND MOERCHEN 1999 (JDW)
 JC1131'RECOVERED AS DESCRIBED.
 JC1131
 JC1131                          STATION RECOVERY (1999)
 JC1131
 JC1131'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (RB)
 JC1131'RECOVERED AS DESCRIBED
 JC1131'
 JC1131
 JC1131                          STATION RECOVERY (2001)
 JC1131
 JC1131'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 JC1131'RECOVERED AS DESCRIBED.
 JC1131' 
 JC1131' 
 JC1131'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1064 ***********************************************************************
 JC1064  DESIGNATION -  E 286
 JC1064  PID         -  JC1064
 JC1064  STATE/COUNTY-  IL/RANDOLPH
 JC1064  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1064
 JC1064                         *CURRENT SURVEY CONTROL
 JC1064  ___________________________________________________________________
 JC1064* NAD 83(1986)-  38 03 24.     (N)    090 06 39.     (W)     SCALED    
 JC1064* NAVD 88     -       122.933  (meters)     403.32   (feet)  ADJUSTED  
 JC1064  ___________________________________________________________________
 JC1064  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 JC1064  DYNAMIC HT  -         122.850 (meters)     403.05  (feet)  COMP
 JC1064  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 JC1064
 JC1064  VERT ORDER  -  FIRST     CLASS II
 JC1064
 JC1064.The horizontal coordinates were scaled from a topographic map and have
 JC1064.an estimated accuracy of +/- 6 seconds.
 JC1064
 JC1064.The orthometric height was determined by differential leveling
 JC1064.and adjusted by the National Geodetic Survey in June 1991..
 JC1064
 JC1064.The geoid height was determined by GEOID03.
 JC1064
 JC1064.The dynamic height is computed by dividing the NAVD 88
 JC1064.geopotential number by the normal gravity value computed on the
 JC1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1064.degrees latitude (g = 980.6199 gals.).
 JC1064
 JC1064.The modeled gravity was interpolated from observed gravity values.
 JC1064
 JC1064;                    North         East    Units  Estimated Accuracy
 JC1064;SPC IL W     -   154,260.      704,900.      MT  (+/- 180 meters Scaled)
 JC1064
 JC1064                          SUPERSEDED SURVEY CONTROL
 JC1064
 JC1064  NGVD 29 (??/??/??)  122.875  (m)          403.13   (f) ADJUSTED    1 2
 JC1064
 JC1064.Superseded values are not recommended for survey control.
 JC1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1064.See file dsdata.txt to determine how the superseded data were derived.
 JC1064
 JC1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC534160(NAD 83)
 JC1064_MARKER: I = METAL ROD
 JC1064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1064_SP_SET: STAINLESS STEEL ROD
 JC1064_STAMPING: E 286 1981
 JC1064_MARK LOGO: NGS   
 JC1064_PROJECTION: FLUSH
 JC1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1064_ROD/PIPE-DEPTH: 9.80 meters
 JC1064
 JC1064  HISTORY     - Date     Condition        Report By
 JC1064  HISTORY     - 1981     MONUMENTED       NGS
 JC1064
 JC1064                          STATION DESCRIPTION
 JC1064
 JC1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1064'2.68 KM (1.65 MI) SSW FROM PRAIRIE DU ROCHER.
 JC1064'2.68 KILOMETERS (1.65 MILES)SOUTH-SOUTHWEST ALONG THE LEVEE ON THE
 JC1064'WEST SIDE OF PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE
 JC1064'HIGHWAY 155 IN PRAIRIE DU ROCHER TO THE MARK ON THE RIGHT, 0.8
 JC1064'KILOMETER (0.5 MILE) SOUTHWEST OF A POWER LINE CROSSING THE LEVEE
 JC1064'ROAD, 4.57 METERS (15.0 FEET) NORTHWEST OF THE CENTER OF THE LEVEE
 JC1064'ROAD AND 0.30 METER (1.0 FOOT) NORTHEAST OF A METAL WITNESS POST.
 JC1064'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 JC1064'THE MARK IS 0.30 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1095 ***********************************************************************
 JC1095  DESIGNATION -  E 287
 JC1095  PID         -  JC1095
 JC1095  STATE/COUNTY-  IL/MONROE
 JC1095  USGS QUAD   -  VALMEYER (1993)
 JC1095
 JC1095                         *CURRENT SURVEY CONTROL
 JC1095  ___________________________________________________________________
 JC1095* NAD 83(1986)-  38 20 51.     (N)    090 18 36.     (W)     SCALED    
 JC1095* NAVD 88     -       126.421  (meters)     414.77   (feet)  ADJUSTED  
 JC1095  ___________________________________________________________________
 JC1095  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 JC1095  DYNAMIC HT  -         126.339 (meters)     414.50  (feet)  COMP
 JC1095  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 JC1095
 JC1095  VERT ORDER  -  FIRST     CLASS II
 JC1095
 JC1095.The horizontal coordinates were scaled from a topographic map and have
 JC1095.an estimated accuracy of +/- 6 seconds.
 JC1095
 JC1095.The orthometric height was determined by differential leveling
 JC1095.and adjusted by the National Geodetic Survey in June 1991..
 JC1095
 JC1095.The geoid height was determined by GEOID03.
 JC1095
 JC1095.The dynamic height is computed by dividing the NAVD 88
 JC1095.geopotential number by the normal gravity value computed on the
 JC1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1095.degrees latitude (g = 980.6199 gals.).
 JC1095
 JC1095.The modeled gravity was interpolated from observed gravity values.
 JC1095
 JC1095;                    North         East    Units  Estimated Accuracy
 JC1095;SPC IL W     -   186,550.      687,470.      MT  (+/- 180 meters Scaled)
 JC1095
 JC1095                          SUPERSEDED SURVEY CONTROL
 JC1095
 JC1095  NGVD 29 (??/??/??)  126.374  (m)          414.61   (f) ADJUSTED    1 2
 JC1095
 JC1095.Superseded values are not recommended for survey control.
 JC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1095.See file dsdata.txt to determine how the superseded data were derived.
 JC1095
 JC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC350477(NAD 83)
 JC1095_MARKER: I = METAL ROD
 JC1095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1095_SP_SET: STAINLESS STEEL ROD
 JC1095_STAMPING: E 287 1981
 JC1095_MARK LOGO: NGS   
 JC1095_PROJECTION: FLUSH
 JC1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1095_ROD/PIPE-DEPTH: 9.8  meters
 JC1095
 JC1095  HISTORY     - Date     Condition        Report By
 JC1095  HISTORY     - 1981     MONUMENTED       NGS
 JC1095
 JC1095                          STATION DESCRIPTION
 JC1095
 JC1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1095'3.2 KM (2.0 MI) SW FROM FOUNTAIN.
 JC1095'3.2 KILOMETERS (2.0 MILES) SOUTHWEST ALONG THE TOP OF THE SOUTH LEVEE
 JC1095'OF FOUNTAIN CREEK FROM THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD
 JC1095'IN FOUNTAIN TO THE MARK ON THE LEFT, 0.2 KILOMETERS (0.1 MILES)
 JC1095'NORTHEAST OF A HIGH TENSION POWER LINE CROSSING, 4.10 METERS (13.5
 JC1095'FEET) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, 0.46 METERS (1.5
 JC1095'FEET) NORTHEAST OF A METAL WITNESS POST.
 JC1095'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 JC1095'THE MARK IS 0.15 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1054 ***********************************************************************
 JC1054  DESIGNATION -  E 288
 JC1054  PID         -  JC1054
 JC1054  STATE/COUNTY-  IL/RANDOLPH
 JC1054  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1054
 JC1054                         *CURRENT SURVEY CONTROL
 JC1054  ___________________________________________________________________
 JC1054* NAD 83(1986)-  38 01 31.     (N)    090 04 34.     (W)     SCALED    
 JC1054* NAVD 88     -       122.230  (meters)     401.02   (feet)  ADJUSTED  
 JC1054  ___________________________________________________________________
 JC1054  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 JC1054  DYNAMIC HT  -         122.147 (meters)     400.74  (feet)  COMP
 JC1054  MODELED GRAV-     979,950.0   (mgal)                       NAVD 88
 JC1054
 JC1054  VERT ORDER  -  FIRST     CLASS II
 JC1054
 JC1054.The horizontal coordinates were scaled from a topographic map and have
 JC1054.an estimated accuracy of +/- 6 seconds.
 JC1054
 JC1054.The orthometric height was determined by differential leveling
 JC1054.and adjusted by the National Geodetic Survey in June 1991..
 JC1054
 JC1054.The geoid height was determined by GEOID03.
 JC1054
 JC1054.The dynamic height is computed by dividing the NAVD 88
 JC1054.geopotential number by the normal gravity value computed on the
 JC1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1054.degrees latitude (g = 980.6199 gals.).
 JC1054
 JC1054.The modeled gravity was interpolated from observed gravity values.
 JC1054
 JC1054;                    North         East    Units  Estimated Accuracy
 JC1054;SPC IL W     -   150,780.      707,950.      MT  (+/- 180 meters Scaled)
 JC1054
 JC1054                          SUPERSEDED SURVEY CONTROL
 JC1054
 JC1054  NGVD 29 (??/??/??)  122.170  (m)          400.82   (f) ADJUSTED    1 2
 JC1054
 JC1054.Superseded values are not recommended for survey control.
 JC1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1054.See file dsdata.txt to determine how the superseded data were derived.
 JC1054
 JC1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC566126(NAD 83)
 JC1054_MARKER: I = METAL ROD
 JC1054_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1054_SP_SET: STAINLESS STEEL ROD
 JC1054_STAMPING: E 288 1981
 JC1054_MARK LOGO: NGS   
 JC1054_PROJECTION: FLUSH
 JC1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1054_ROD/PIPE-DEPTH: 9.80 meters
 JC1054
 JC1054  HISTORY     - Date     Condition        Report By
 JC1054  HISTORY     - 1981     MONUMENTED       NGS
 JC1054
 JC1054                          STATION DESCRIPTION
 JC1054
 JC1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1054'7.8 KM (4.85MI) SOUTH FROM PRAIRIE DU ROCHER.
 JC1054'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG THE TOP OF THE SOUTH MAIN LEVEE
 JC1054'FROM THE INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER TO A
 JC1054'BEND IN THE LEVEE, THENCE 4.1 KILOMETERS (2.55 MILES) SOUTHEAST ALONG
 JC1054'THE TOP OF THE MAIN LEVEE TO THE MARK ON THE LEFT, 3.51 METERS (11.5
 JC1054'FEET) NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 0.46 METER (1.5
 JC1054'FEET) SOUTHEAST OF A METAL WITNESS POST.
 JC1054'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 JC1054'THE MARK IS ABOVE LEVEL WITH TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1398 ***********************************************************************
 HB1398  DESIGNATION -  E 289
 HB1398  PID         -  HB1398
 HB1398  STATE/COUNTY-  IL/RANDOLPH
 HB1398  USGS QUAD   -  CHESTER (1993)
 HB1398
 HB1398                         *CURRENT SURVEY CONTROL
 HB1398  ___________________________________________________________________
 HB1398* NAD 83(1986)-  37 54 15.     (N)    089 50 03.     (W)     SCALED    
 HB1398* NAVD 88     -       119.523  (meters)     392.13   (feet)  ADJUSTED  
 HB1398  ___________________________________________________________________
 HB1398  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HB1398  DYNAMIC HT  -         119.441 (meters)     391.87  (feet)  COMP
 HB1398  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 HB1398
 HB1398  VERT ORDER  -  FIRST     CLASS II
 HB1398
 HB1398.The horizontal coordinates were scaled from a topographic map and have
 HB1398.an estimated accuracy of +/- 6 seconds.
 HB1398
 HB1398.The orthometric height was determined by differential leveling
 HB1398.and adjusted by the National Geodetic Survey in June 1991..
 HB1398
 HB1398.The geoid height was determined by GEOID03.
 HB1398
 HB1398.The dynamic height is computed by dividing the NAVD 88
 HB1398.geopotential number by the normal gravity value computed on the
 HB1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1398.degrees latitude (g = 980.6199 gals.).
 HB1398
 HB1398.The modeled gravity was interpolated from observed gravity values.
 HB1398
 HB1398;                    North         East    Units  Estimated Accuracy
 HB1398;SPC IL W     -   137,390.      729,240.      MT  (+/- 180 meters Scaled)
 HB1398
 HB1398                          SUPERSEDED SURVEY CONTROL
 HB1398
 HB1398  NGVD 29 (??/??/??)  119.455  (m)          391.91   (f) ADJUSTED    1 2
 HB1398
 HB1398.Superseded values are not recommended for survey control.
 HB1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1398.See file dsdata.txt to determine how the superseded data were derived.
 HB1398
 HB1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG508989(NAD 83)
 HB1398_MARKER: DB = BENCH MARK DISK
 HB1398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1398_SP_SET: ABUTMENT
 HB1398_STAMPING: E 289 1981
 HB1398_MARK LOGO: NGS   
 HB1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1398
 HB1398  HISTORY     - Date     Condition        Report By
 HB1398  HISTORY     - 1981     MONUMENTED       NGS
 HB1398
 HB1398                          STATION DESCRIPTION
 HB1398
 HB1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1398'0.1 KM (0.05 MI) SE FROM CHESTER.
 HB1398'0.1 KILOMETER (0.05 MILE) SOUTHEAST ALONG REILY LAKE ROAD FROM THE
 HB1398'STATE HIGHWAY 150 OVERPASS BRIDGE OVER THE MISSISSIPPI RIVER AT
 HB1398'CHESTER, TO THE MARK IN THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF
 HB1398'A OVERPASS BRIDGE ON THE MISSOURI PACIFIC RAILROAD PARALELLING REILY
 HB1398'LAKE ROAD, 1.53 METER (5.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF
 HB1398'THE TRACKS AND 0.30 METER (1.0 FOOT) NORTHEAST OF THE SOUTHWEST END OF
 HB1398'THE NORTHWEST ABUTMENT.
 HB1398'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 HB1398'THE MARK IS 0.60 M BELOW BASE OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1372 ***********************************************************************
 HB1372  DESIGNATION -  E 290
 HB1372  PID         -  HB1372
 HB1372  STATE/COUNTY-  IL/JACKSON
 HB1372  USGS QUAD   -  ALTENBURG (1994)
 HB1372
 HB1372                         *CURRENT SURVEY CONTROL
 HB1372  ___________________________________________________________________
 HB1372* NAD 83(1986)-  37 43 35.     (N)    089 35 19.     (W)     SCALED    
 HB1372* NAVD 88     -       116.510  (meters)     382.25   (feet)  ADJUSTED  
 HB1372  ___________________________________________________________________
 HB1372  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HB1372  DYNAMIC HT  -         116.429 (meters)     381.98  (feet)  COMP
 HB1372  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 HB1372
 HB1372  VERT ORDER  -  FIRST     CLASS II
 HB1372
 HB1372.The horizontal coordinates were scaled from a topographic map and have
 HB1372.an estimated accuracy of +/- 6 seconds.
 HB1372
 HB1372.The orthometric height was determined by differential leveling
 HB1372.and adjusted by the National Geodetic Survey in June 1991..
 HB1372
 HB1372.The geoid height was determined by GEOID03.
 HB1372
 HB1372.The dynamic height is computed by dividing the NAVD 88
 HB1372.geopotential number by the normal gravity value computed on the
 HB1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1372.degrees latitude (g = 980.6199 gals.).
 HB1372
 HB1372.The modeled gravity was interpolated from observed gravity values.
 HB1372
 HB1372;                    North         East    Units  Estimated Accuracy
 HB1372;SPC IL W     -   117,760.      750,960.      MT  (+/- 180 meters Scaled)
 HB1372
 HB1372                          SUPERSEDED SURVEY CONTROL
 HB1372
 HB1372  NGVD 29 (??/??/??)  116.430  (m)          381.99   (f) ADJUSTED    1 2
 HB1372
 HB1372.Superseded values are not recommended for survey control.
 HB1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1372.See file dsdata.txt to determine how the superseded data were derived.
 HB1372
 HB1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG718786(NAD 83)
 HB1372_MARKER: I = METAL ROD
 HB1372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1372_SP_SET: STAINLESS STEEL ROD
 HB1372_STAMPING: E 290 1981
 HB1372_MARK LOGO: NGS   
 HB1372_PROJECTION: FLUSH
 HB1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1372_ROD/PIPE-DEPTH: 9.8  meters
 HB1372
 HB1372  HISTORY     - Date     Condition        Report By
 HB1372  HISTORY     - 1981     MONUMENTED       NGS
 HB1372
 HB1372                          STATION DESCRIPTION
 HB1372
 HB1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1372'17.7 KM (11.05 MI) SOUT FROM CORA.
 HB1372'8.1 KILOMETERS (5.05 MILES) SOUTH ALONG TOP OF THE MAIN LEVEE FROM THE
 HB1372'INTERSECTION OF THE MISSOURI PACIFIC RAILROAD IN CORA TO A BEND IN THE
 HB1372'LEVEE, THENCE 9.6 KILOMETERS (6.0 MILES) SOUTHEAST ALONG THE TOP OF
 HB1372'THE LEVEE TO THE MARK ON THE LEFT, 3.05 METERS (10.0 FEET) NORTHEAST
 HB1372'OF THE CENTER OF THE LEVEE ROAD.
 HB1372'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 HB1372'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1357 ***********************************************************************
 HB1357  DESIGNATION -  E 291
 HB1357  PID         -  HB1357
 HB1357  STATE/COUNTY-  IL/JACKSON
 HB1357  USGS QUAD   -  MURPHYSBORO (1978)
 HB1357
 HB1357                         *CURRENT SURVEY CONTROL
 HB1357  ___________________________________________________________________
 HB1357* NAD 83(1997)-  37 45 57.36043(N)    089 17 50.10641(W)     ADJUSTED  
 HB1357* NAVD 88     -       122.349  (meters)     401.41   (feet)  ADJUSTED  
 HB1357  ___________________________________________________________________
 HB1357  X           -      61,919.125 (meters)                     COMP
 HB1357  Y           -  -5,048,076.293 (meters)                     COMP
 HB1357  Z           -   3,884,995.861 (meters)                     COMP
 HB1357  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 HB1357  ELLIP HEIGHT-          93.17  (meters)          (02/03/05) GPS OBS
 HB1357  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB1357  DYNAMIC HT  -         122.265 (meters)     401.13  (feet)  COMP
 HB1357  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 HB1357
 HB1357  HORZ ORDER  -  FIRST
 HB1357  VERT ORDER  -  FIRST     CLASS II
 HB1357  ELLP ORDER  -  FOURTH    CLASS II
 HB1357
 HB1357.The horizontal coordinates were established by GPS observations
 HB1357.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 HB1357
 HB1357.The orthometric height was determined by differential leveling
 HB1357.and adjusted by the National Geodetic Survey in June 1991..
 HB1357
 HB1357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1357
 HB1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1357
 HB1357.The ellipsoidal height was determined by GPS observations
 HB1357.and is referenced to NAD 83.
 HB1357
 HB1357.The geoid height was determined by GEOID03.
 HB1357
 HB1357.The dynamic height is computed by dividing the NAVD 88
 HB1357.geopotential number by the normal gravity value computed on the
 HB1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1357.degrees latitude (g = 980.6199 gals.).
 HB1357
 HB1357.The modeled gravity was interpolated from observed gravity values.
 HB1357
 HB1357;                    North         East     Units Scale Factor Converg.
 HB1357;SPC IL W     -   122,347.282   776,601.159   MT  1.00001342   +0 31 57.0
 HB1357;SPC IL W     -   401,401.04  2,547,898.97   sFT  1.00001342   +0 31 57.0
 HB1357;UTM  16      - 4,182,330.465   297,654.379   MT  1.00010433   -1 24 26.6
 HB1357
 HB1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1357!SPC IL W     -   0.99998538  x   1.00001342  =   0.99999880
 HB1357!UTM  16      -   0.99998538  x   1.00010433  =   1.00008971
 HB1357
 HB1357                          SUPERSEDED SURVEY CONTROL
 HB1357
 HB1357  ELLIP H (08/05/04)   93.17   (m)                       GP(       ) 4 1
 HB1357  NAVD 88 (08/05/04)  122.35   (m)          401.4    (f) LEVELING    3  
 HB1357  NGVD 29 (??/??/??)  122.272  (m)          401.15   (f) ADJUSTED    1 2
 HB1357
 HB1357.Superseded values are not recommended for survey control.
 HB1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1357.See file dsdata.txt to determine how the superseded data were derived.
 HB1357
 HB1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9765482330(NAD 83)
 HB1357_MARKER: I = METAL ROD
 HB1357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1357_SP_SET: STAINLESS STEEL ROD
 HB1357_STAMPING: E 291 1981
 HB1357_MARK LOGO: NGS   
 HB1357_PROJECTION: FLUSH
 HB1357_MAGNETIC: I = MARKER IS A STEEL ROD
 HB1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1357+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 HB1357_ROD/PIPE-DEPTH: 9.7  meters
 HB1357
 HB1357  HISTORY     - Date     Condition        Report By
 HB1357  HISTORY     - 1981     MONUMENTED       NGS
 HB1357  HISTORY     - 20040603 GOOD             MSAM
 HB1357
 HB1357                          STATION DESCRIPTION
 HB1357
 HB1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1357'3.3 KM (2.05 MI) EAST FROM MURPHYSBORO.
 HB1357'0.8 KILOMETER (0.5 MILE) EAST ALONG WALNUT STREET (STATE HIGHWAY 149)
 HB1357'FROM THE JACKSON COUNTY COURTHOUSE IN MURPHYSBORO, THENCE 2.5
 HB1357'KILOMETERS (1.55 MILES) EAST ALONG STATE HIGHWAY 13 TO THE JUNCTION OF
 HB1357'A GRAVELED ROAD LEADING NORTH AND THE MARK ON THE LEFT, ON THE WEST
 HB1357'SIDE OF THE FIRST POWER POLE NORTH OF STATE HIGHWAY 13 AND ON THE EAST
 HB1357'SIDE OF THE GRAVELED ROAD, 51.51 METERS (169.0 FEET) NORTH OF THE
 HB1357'CENTER LINE OF THE WEST BOUND LANE OF STATE HIGHWAY 13, 9.44 METERS
 HB1357'(31.0 FEET) NORTH OF THE CENTER OF GRAVELED DRIVEWAY LEADING EAST AND
 HB1357'UPHILL TO A SINGLE STORY BRICK HOUSE, 8.53 METERS (28.0 FEET) EAST OF
 HB1357'THE CENTER OF THE ROAD, 0.76 METER (2.5 FEET) WEST OF THE POWER POLE.
 HB1357'THE MARK IS ABOVE LEVEL WITH ROAD.
 HB1357
 HB1357                          STATION RECOVERY (2004)
 HB1357
 HB1357'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 HB1357'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 HB1357'RECOVERED AS DESCRIBED 2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1331 ***********************************************************************
 HB1331  DESIGNATION -  E 292
 HB1331  PID         -  HB1331
 HB1331  STATE/COUNTY-  IL/JACKSON
 HB1331  USGS QUAD   -  GORHAM (1994)
 HB1331
 HB1331                         *CURRENT SURVEY CONTROL
 HB1331  ___________________________________________________________________
 HB1331* NAD 83(1986)-  37 37 35.     (N)    089 28 58.     (W)     SCALED    
 HB1331* NAVD 88     -       108.310  (meters)     355.35   (feet)  ADJUSTED  
 HB1331  ___________________________________________________________________
 HB1331  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HB1331  DYNAMIC HT  -         108.235 (meters)     355.10  (feet)  COMP
 HB1331  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 HB1331
 HB1331  VERT ORDER  -  FIRST     CLASS II
 HB1331
 HB1331.The horizontal coordinates were scaled from a topographic map and have
 HB1331.an estimated accuracy of +/- 6 seconds.
 HB1331
 HB1331.The orthometric height was determined by differential leveling
 HB1331.and adjusted by the National Geodetic Survey in June 1991..
 HB1331
 HB1331.The geoid height was determined by GEOID03.
 HB1331
 HB1331.The dynamic height is computed by dividing the NAVD 88
 HB1331.geopotential number by the normal gravity value computed on the
 HB1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1331.degrees latitude (g = 980.6199 gals.).
 HB1331
 HB1331.The modeled gravity was interpolated from observed gravity values.
 HB1331
 HB1331;                    North         East    Units  Estimated Accuracy
 HB1331;SPC IL W     -   106,720.      760,370.      MT  (+/- 180 meters Scaled)
 HB1331
 HB1331                          SUPERSEDED SURVEY CONTROL
 HB1331
 HB1331  NGVD 29 (??/??/??)  108.223  (m)          355.06   (f) ADJUSTED    1 2
 HB1331
 HB1331.Superseded values are not recommended for survey control.
 HB1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1331.See file dsdata.txt to determine how the superseded data were derived.
 HB1331
 HB1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG809672(NAD 83)
 HB1331_MARKER: I = METAL ROD
 HB1331_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1331_SP_SET: STAINLESS STEEL ROD
 HB1331_STAMPING: E 292 1981
 HB1331_MARK LOGO: NGS   
 HB1331_PROJECTION: FLUSH
 HB1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1331_ROD/PIPE-DEPTH: 7.3  meters
 HB1331
 HB1331  HISTORY     - Date     Condition        Report By
 HB1331  HISTORY     - 1981     MONUMENTED       NGS
 HB1331
 HB1331                          STATION DESCRIPTION
 HB1331
 HB1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1331'2.3 KM (1.45 MI) SOUTH FROM GRAND TOWER.
 HB1331'2.3 KILOMETERS (1.45 MILES) SOUTH ALONG GREAT RIVER ROAD FROM THE POST
 HB1331'OFFICE IN GRAND TOWER TO THE WEST END OF A GUARDRAIL AND THE MARK ON
 HB1331'THE RIGHT, 0.08 KILOMETER (0.05 MILE) WEST OF THE JUNCTION OF STATE
 HB1331'HIGHWAY 3, 5.94 METERS (19.5 FEET) SOUTH OF CENTER LINE OF ROAD,
 HB1331'0.49 METER (1.6 FEET) WEST OF THE WEST END OF GUARDRAIL.
 HB1331'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1331'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1642 ***********************************************************************
 JA1642  DESIGNATION -  E 294
 JA1642  PID         -  JA1642
 JA1642  STATE/COUNTY-  IL/LAWRENCE
 JA1642  USGS QUAD   -  VINCENNES (1998)
 JA1642
 JA1642                         *CURRENT SURVEY CONTROL
 JA1642  ___________________________________________________________________
 JA1642* NAD 83(1986)-  38 42 00.     (N)    087 34 08.     (W)     SCALED    
 JA1642* NAVD 88     -       125.860  (meters)     412.93   (feet)  ADJUSTED  
 JA1642  ___________________________________________________________________
 JA1642  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA1642  DYNAMIC HT  -         125.783 (meters)     412.67  (feet)  COMP
 JA1642  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 JA1642
 JA1642  VERT ORDER  -  FIRST     CLASS II
 JA1642
 JA1642.The horizontal coordinates were scaled from a topographic map and have
 JA1642.an estimated accuracy of +/- 6 seconds.
 JA1642
 JA1642.The orthometric height was determined by differential leveling
 JA1642.and adjusted by the National Geodetic Survey in June 1991..
 JA1642
 JA1642.The geoid height was determined by GEOID03.
 JA1642
 JA1642.The dynamic height is computed by dividing the NAVD 88
 JA1642.geopotential number by the normal gravity value computed on the
 JA1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1642.degrees latitude (g = 980.6199 gals.).
 JA1642
 JA1642.The modeled gravity was interpolated from observed gravity values.
 JA1642
 JA1642;                    North         East    Units  Estimated Accuracy
 JA1642;SPC IL E     -   225,950.      366,500.      MT  (+/- 180 meters Scaled)
 JA1642
 JA1642                          SUPERSEDED SURVEY CONTROL
 JA1642
 JA1642.No superseded survey control is available for this station.
 JA1642
 JA1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH505836(NAD 83)
 JA1642_MARKER: I = METAL ROD
 JA1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1642_SP_SET: STAINLESS STEEL ROD
 JA1642_STAMPING: E 294 1986
 JA1642_MARK LOGO: NGS   
 JA1642_PROJECTION: FLUSH
 JA1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1642_ROD/PIPE-DEPTH: 23.5 meters
 JA1642
 JA1642  HISTORY     - Date     Condition        Report By
 JA1642  HISTORY     - 1986     MONUMENTED       NGS
 JA1642
 JA1642                          STATION DESCRIPTION
 JA1642
 JA1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1642'5.9 KM (3.65 MI) NW FROM VINCENNES IN.
 JA1642'0.2 KM (0.1 MI) WEST ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 JA1642'STATION IN VINCENNES, INDIANA, THENCE 1.2 KM (0.75 MI) SOUTHWEST ALONG
 JA1642'6TH STREET, THENCE 3.1 KM (1.95 MI) NORTHWEST ALONG U.S. HIGHWAY 50
 JA1642'BUSINESS, THENCE 1.4 KM (0.85 MI) WESTERLY ALONG OLD U.S. HIGHWAY 50,
 JA1642'20.0 M (65.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 JA1642'4.3 M (14.1 FT) WEST-NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO
 JA1642'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1642'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST
 JA1642'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1563 ***********************************************************************
 JB1563  DESIGNATION -  E 295
 JB1563  PID         -  JB1563
 JB1563  STATE/COUNTY-  IL/RICHLAND
 JB1563  USGS QUAD   -  OLNEY (1971)
 JB1563
 JB1563                         *CURRENT SURVEY CONTROL
 JB1563  ___________________________________________________________________
 JB1563* NAD 83(1986)-  38 43 05.     (N)    088 00 37.     (W)     SCALED    
 JB1563* NAVD 88     -       157.249  (meters)     515.91   (feet)  ADJUSTED  
 JB1563  ___________________________________________________________________
 JB1563  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JB1563  DYNAMIC HT  -         157.153 (meters)     515.59  (feet)  COMP
 JB1563  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JB1563
 JB1563  VERT ORDER  -  FIRST     CLASS II
 JB1563
 JB1563.The horizontal coordinates were scaled from a topographic map and have
 JB1563.an estimated accuracy of +/- 6 seconds.
 JB1563
 JB1563.The orthometric height was determined by differential leveling
 JB1563.and adjusted by the National Geodetic Survey in June 1991..
 JB1563
 JB1563.The geoid height was determined by GEOID03.
 JB1563
 JB1563.The dynamic height is computed by dividing the NAVD 88
 JB1563.geopotential number by the normal gravity value computed on the
 JB1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1563.degrees latitude (g = 980.6199 gals.).
 JB1563
 JB1563.The modeled gravity was interpolated from observed gravity values.
 JB1563
 JB1563;                    North         East    Units  Estimated Accuracy
 JB1563;SPC IL E     -   227,730.      328,100.      MT  (+/- 180 meters Scaled)
 JB1563
 JB1563                          SUPERSEDED SURVEY CONTROL
 JB1563
 JB1563.No superseded survey control is available for this station.
 JB1563
 JB1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH121859(NAD 83)
 JB1563_MARKER: I = METAL ROD
 JB1563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1563_SP_SET: STAINLESS STEEL ROD
 JB1563_STAMPING: E 295 1986
 JB1563_MARK LOGO: NGS   
 JB1563_PROJECTION: RECESSED 2 CENTIMETERS
 JB1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1563_ROD/PIPE-DEPTH: 4.8  meters
 JB1563
 JB1563  HISTORY     - Date     Condition        Report By
 JB1563  HISTORY     - 1986     MONUMENTED       NGS
 JB1563
 JB1563                          STATION DESCRIPTION
 JB1563
 JB1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1563'8.8 KM (5.45 MI) EAST FROM OLNEY.
 JB1563'7.9 KM (4.9 MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS
 JB1563'JUNCTION WITH STATE HIGHWAY 130 IN OLNEY, THENCE 0.3 KM (0.2 MI) SOUTH
 JB1563'ALONG COUNTY ROAD 1600 E, THENCE 0.6 KM (0.35 MI) WEST ALONG COUNTY
 JB1563'ROAD 1000 N, 51.5 M (169.0 FT) WEST OF THE CENTER OF A DRIVEWAY
 JB1563'LEADING NORTH TO A HOUSE, 46.3 M (151.9 FT) EAST OF THE CENTER OF A
 JB1563'GATE AND DRIVEWAY LEADING NORTH TO A BARN, 8.4 M (27.6 FT) NORTH OF
 JB1563'THE CENTER OF THE ROAD, AND 1.4 M (4.6 FT) WEST OF A UTILITY POLE WITH
 JB1563'A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JB1563'CAP.
 JB1563'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1603 ***********************************************************************
 JB1603  DESIGNATION -  E 296
 JB1603  PID         -  JB1603
 JB1603  STATE/COUNTY-  IL/MARION
 JB1603  USGS QUAD   -  OMEGA (1976)
 JB1603
 JB1603                         *CURRENT SURVEY CONTROL
 JB1603  ___________________________________________________________________
 JB1603* NAD 83(1986)-  38 37 35.     (N)    088 48 58.     (W)     SCALED    
 JB1603* NAVD 88     -       162.390  (meters)     532.77   (feet)  ADJUSTED  
 JB1603  ___________________________________________________________________
 JB1603  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JB1603  DYNAMIC HT  -         162.287 (meters)     532.44  (feet)  COMP
 JB1603  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB1603
 JB1603  VERT ORDER  -  FIRST     CLASS II
 JB1603
 JB1603.The horizontal coordinates were scaled from a topographic map and have
 JB1603.an estimated accuracy of +/- 6 seconds.
 JB1603
 JB1603.The orthometric height was determined by differential leveling
 JB1603.and adjusted by the National Geodetic Survey in June 1991..
 JB1603
 JB1603.The geoid height was determined by GEOID03.
 JB1603
 JB1603.The dynamic height is computed by dividing the NAVD 88
 JB1603.geopotential number by the normal gravity value computed on the
 JB1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1603.degrees latitude (g = 980.6199 gals.).
 JB1603
 JB1603.The modeled gravity was interpolated from observed gravity values.
 JB1603
 JB1603;                    North         East    Units  Estimated Accuracy
 JB1603;SPC IL E     -   217,610.      257,960.      MT  (+/- 180 meters Scaled)
 JB1603
 JB1603                          SUPERSEDED SURVEY CONTROL
 JB1603
 JB1603.No superseded survey control is available for this station.
 JB1603
 JB1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH419768(NAD 83)
 JB1603_MARKER: I = METAL ROD
 JB1603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1603_SP_SET: STAINLESS STEEL ROD
 JB1603_STAMPING: E 296 1986
 JB1603_MARK LOGO: NGS   
 JB1603_PROJECTION: FLUSH
 JB1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1603_ROD/PIPE-DEPTH: 3.1  meters
 JB1603
 JB1603  HISTORY     - Date     Condition        Report By
 JB1603  HISTORY     - 1986     MONUMENTED       NGS
 JB1603
 JB1603                          STATION DESCRIPTION
 JB1603
 JB1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1603'11.4 KM (7.1 MI) EAST FROM SALEM.
 JB1603'11.4 KM (7.1 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN
 JB1603'SALEM, 0.7 KM (0.45 MI) WEST OF THE INTERSECTION OF COUNTY ROAD 1800
 JB1603'E, 7.8 M (25.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.0 M (16.4
 JB1603'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, AND 0.5 M (1.6 FT) EAST OF
 JB1603'A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JB1603'LOGO CAP.
 JB1603'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 JB1603'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1681 ***********************************************************************
 LC1681  DESIGNATION -  E 297
 LC1681  PID         -  LC1681
 LC1681  STATE/COUNTY-  IL/MCLEAN
 LC1681  USGS QUAD   -  LE ROY (1981)
 LC1681
 LC1681                         *CURRENT SURVEY CONTROL
 LC1681  ___________________________________________________________________
 LC1681* NAD 83(1986)-  40 20 42.     (N)    088 45 20.     (W)     SCALED    
 LC1681* NAVD 88     -       232.643  (meters)     763.26   (feet)  ADJUSTED  
 LC1681  ___________________________________________________________________
 LC1681  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC1681  DYNAMIC HT  -         232.532 (meters)     762.90  (feet)  COMP
 LC1681  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 LC1681
 LC1681  VERT ORDER  -  FIRST     CLASS II
 LC1681
 LC1681.The horizontal coordinates were scaled from a topographic map and have
 LC1681.an estimated accuracy of +/- 6 seconds.
 LC1681
 LC1681.The orthometric height was determined by differential leveling
 LC1681.and adjusted by the National Geodetic Survey in June 1991..
 LC1681
 LC1681.The geoid height was determined by GEOID03.
 LC1681
 LC1681.The dynamic height is computed by dividing the NAVD 88
 LC1681.geopotential number by the normal gravity value computed on the
 LC1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1681.degrees latitude (g = 980.6199 gals.).
 LC1681
 LC1681.The modeled gravity was interpolated from observed gravity values.
 LC1681
 LC1681;                    North         East    Units  Estimated Accuracy
 LC1681;SPC IL E     -   408,390.      264,130.      MT  (+/- 180 meters Scaled)
 LC1681
 LC1681                          SUPERSEDED SURVEY CONTROL
 LC1681
 LC1681.No superseded survey control is available for this station.
 LC1681
 LC1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK508675(NAD 83)
 LC1681_MARKER: I = METAL ROD
 LC1681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1681_SP_SET: STAINLESS STEEL ROD
 LC1681_STAMPING: E 297 1986
 LC1681_MARK LOGO: NGS   
 LC1681_PROJECTION: FLUSH
 LC1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1681_ROD/PIPE-DEPTH: 9.7  meters
 LC1681
 LC1681  HISTORY     - Date     Condition        Report By
 LC1681  HISTORY     - 1986     MONUMENTED       NGS
 LC1681
 LC1681                          STATION DESCRIPTION
 LC1681
 LC1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1681'IN LEROY.
 LC1681'IN LEROY, AT THE INTERSECTION OF U.S. HIGHWAY 150 (EAST CEDAR STREET)
 LC1681'AND SOUTH BARNETT STREET, 14.1 M (46.3 FT) NORTHWEST OF THE NORTHWEST
 LC1681'CORNER OF A HOUSE AT 601 EAST CEDAR, 8.3 M (27.2 FT) EAST OF THE
 LC1681'CENTER OF THE STREET, 6.6 M (21.7 FT) SOUTH OF THE CENTERLINE OF THE
 LC1681'HIGHWAY, 1.3 M (4.3 FT) SOUTHWEST OF A NO PARKING SIGN, AND 1.0 M
 LC1681'(3.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LC1681'THROUGH A 5-INCH LOGO CAP.
 LC1681'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1600 ***********************************************************************
 JB1600  DESIGNATION -  E 298
 JB1600  PID         -  JB1600
 JB1600  STATE/COUNTY-  IL/MARION
 JB1600  USGS QUAD   -  XENIA (1978)
 JB1600
 JB1600                         *CURRENT SURVEY CONTROL
 JB1600  ___________________________________________________________________
 JB1600* NAD 83(1986)-  38 37 48.     (N)    088 44 53.     (W)     SCALED    
 JB1600* NAVD 88     -       145.368  (meters)     476.93   (feet)  ADJUSTED  
 JB1600  ___________________________________________________________________
 JB1600  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JB1600  DYNAMIC HT  -         145.276 (meters)     476.63  (feet)  COMP
 JB1600  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 JB1600
 JB1600  VERT ORDER  -  FIRST     CLASS II
 JB1600
 JB1600.The horizontal coordinates were scaled from a topographic map and have
 JB1600.an estimated accuracy of +/- 6 seconds.
 JB1600
 JB1600.The orthometric height was determined by differential leveling
 JB1600.and adjusted by the National Geodetic Survey in June 1991..
 JB1600
 JB1600.The geoid height was determined by GEOID03.
 JB1600
 JB1600.The dynamic height is computed by dividing the NAVD 88
 JB1600.geopotential number by the normal gravity value computed on the
 JB1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1600.degrees latitude (g = 980.6199 gals.).
 JB1600
 JB1600.The modeled gravity was interpolated from observed gravity values.
 JB1600
 JB1600;                    North         East    Units  Estimated Accuracy
 JB1600;SPC IL E     -   217,990.      263,890.      MT  (+/- 180 meters Scaled)
 JB1600
 JB1600                          SUPERSEDED SURVEY CONTROL
 JB1600
 JB1600.No superseded survey control is available for this station.
 JB1600
 JB1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH478771(NAD 83)
 JB1600_MARKER: I = METAL ROD
 JB1600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1600_SP_SET: STAINLESS STEEL ROD
 JB1600_STAMPING: E 298 1986
 JB1600_MARK LOGO: NGS   
 JB1600_PROJECTION: FLUSH
 JB1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1600_ROD/PIPE-DEPTH: 3.7  meters
 JB1600
 JB1600  HISTORY     - Date     Condition        Report By
 JB1600  HISTORY     - 1986     MONUMENTED       NGS
 JB1600
 JB1600                          STATION DESCRIPTION
 JB1600
 JB1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1600'17.2 KM (10.7 MI) EAST FROM SALEM.
 JB1600'17.2 KM (10.7 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE
 JB1600'IN SALEM, 0.2 KM (0.1 MI) SOUTHWEST OF A HIGHWAY BRIDGE SPANNING DUM
 JB1600'CREEK, 16.3 M (53.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JB1600'11.7 M (38.4 FT) SOUTHWEST OF A UTILITY POLE, AND 7.9 M (25.9 FT)
 JB1600'NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH.  NOTE--ACCESS TO
 JB1600'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1600'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JB1600'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0105 ***********************************************************************
 JB0105  DESIGNATION -  E 3
 JB0105  PID         -  JB0105
 JB0105  STATE/COUNTY-  IL/JASPER
 JB0105  USGS QUAD   -  STE MARIE (1985)
 JB0105
 JB0105                         *CURRENT SURVEY CONTROL
 JB0105  ___________________________________________________________________
 JB0105* NAD 83(1986)-  38 52 35.     (N)    088 05 05.     (W)     SCALED    
 JB0105* NAVD 88     -       146.274  (meters)     479.90   (feet)  ADJUSTED  
 JB0105  ___________________________________________________________________
 JB0105  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JB0105  DYNAMIC HT  -         146.186 (meters)     479.61  (feet)  COMP
 JB0105  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 JB0105
 JB0105  VERT ORDER  -  FIRST     CLASS II
 JB0105
 JB0105.The horizontal coordinates were scaled from a topographic map and have
 JB0105.an estimated accuracy of +/- 6 seconds.
 JB0105
 JB0105.The orthometric height was determined by differential leveling
 JB0105.and adjusted by the National Geodetic Survey in June 1991..
 JB0105
 JB0105.The geoid height was determined by GEOID03.
 JB0105
 JB0105.The dynamic height is computed by dividing the NAVD 88
 JB0105.geopotential number by the normal gravity value computed on the
 JB0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0105.degrees latitude (g = 980.6199 gals.).
 JB0105
 JB0105.The modeled gravity was interpolated from observed gravity values.
 JB0105
 JB0105;                    North         East    Units  Estimated Accuracy
 JB0105;SPC IL E     -   245,290.      321,570.      MT  (+/- 180 meters Scaled)
 JB0105
 JB0105                          SUPERSEDED SURVEY CONTROL
 JB0105
 JB0105  NGVD 29 (??/??/92)  146.354  (m)          480.16   (f) ADJ UNCH    1 2
 JB0105
 JB0105.Superseded values are not recommended for survey control.
 JB0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0105.See file dsdata.txt to determine how the superseded data were derived.
 JB0105
 JB0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ059036(NAD 83)
 JB0105_MARKER: P = PIPE CAP
 JB0105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0105_STAMPING: ILLINOIS 480 1906
 JB0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0105
 JB0105  HISTORY     - Date     Condition        Report By
 JB0105  HISTORY     - 1906     MONUMENTED       USGS
 JB0105  HISTORY     - 1956     GOOD             NGS
 JB0105  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0105
 JB0105                          STATION DESCRIPTION
 JB0105
 JB0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0105'3 MI N FROM DUNDAS.
 JB0105'2.95 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0105'STATION AND BLACK TOP ROAD CROSSING AT DUNDAS, ABOUT 1.6 MILES
 JB0105'NORTH OF STATION SIGN AT WEST LIBERTY, ABOUT 203 YARDS SOUTH OF
 JB0105'AN EAST-WEST DIRT ROAD CROSSING, 316 1/2 FEET NORTH-NORTHEAST
 JB0105'AND ACROSS TRACK FROM MILE POST P 169, 27 FEET EAST OF EAST RAIL,
 JB0105'71 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A SMALL TRESTLE, 34 1/2
 JB0105'FEET SOUTH-SOUTHEAST OF THE FIRST TELEPHONE POLE SOUTH OF
 JB0105'TRESTLE, ABOUT 3 FEET EAST OF WEST EDGE OF A CULTIVATED FIELD,
 JB0105'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW
 JB0105'LEVEL OF TRACK AND IS A U.S.G.S. PIPE AND CAP PROJECTING 1 INCH.
 JB0105'NOTE-- THE NEW ELEVATION FOR THIS MARK FAILS TO CHECK THE OLD
 JB0105'ELEVATION BY ABOUT 0.2 METER.  THE MARK APPEARS TO BE IN GOOD
 JB0105'CONDITION BUT MAY HAVE BEEN LOWERED DUE TO THE FACT THAT IT IS
 JB0105'IN A CULTIVATED FIELD.
 JB0105
 JB0105                          STATION RECOVERY (1983)
 JB0105
 JB0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0902 ***********************************************************************
 LC0902  DESIGNATION -  E 30
 LC0902  PID         -  LC0902
 LC0902  STATE/COUNTY-  IL/MARSHALL
 LC0902  USGS QUAD   -  WASHBURN (1972)
 LC0902
 LC0902                         *CURRENT SURVEY CONTROL
 LC0902  ___________________________________________________________________
 LC0902* NAD 83(1986)-  40 57 19.     (N)    089 18 34.     (W)     SCALED    
 LC0902* NAVD 88     -       176.143  (meters)     577.90   (feet)  ADJUSTED  
 LC0902  ___________________________________________________________________
 LC0902  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LC0902  DYNAMIC HT  -         176.067 (meters)     577.65  (feet)  COMP
 LC0902  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 LC0902
 LC0902  VERT ORDER  -  SECOND    CLASS 0
 LC0902
 LC0902.The horizontal coordinates were scaled from a topographic map and have
 LC0902.an estimated accuracy of +/- 6 seconds.
 LC0902
 LC0902.The orthometric height was determined by differential leveling
 LC0902.and adjusted by the National Geodetic Survey in June 1991..
 LC0902
 LC0902.The geoid height was determined by GEOID03.
 LC0902
 LC0902.The dynamic height is computed by dividing the NAVD 88
 LC0902.geopotential number by the normal gravity value computed on the
 LC0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0902.degrees latitude (g = 980.6199 gals.).
 LC0902
 LC0902.The modeled gravity was interpolated from observed gravity values.
 LC0902
 LC0902;                    North         East    Units  Estimated Accuracy
 LC0902;SPC IL W     -   476,410.      772,170.      MT  (+/- 180 meters Scaled)
 LC0902
 LC0902                          SUPERSEDED SURVEY CONTROL
 LC0902
 LC0902  NGVD 29 (??/??/92)  176.215  (m)          578.13   (f) ADJ UNCH    2 0
 LC0902
 LC0902.Superseded values are not recommended for survey control.
 LC0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0902.See file dsdata.txt to determine how the superseded data were derived.
 LC0902
 LC0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL056363(NAD 83)
 LC0902_MARKER: DB = BENCH MARK DISK
 LC0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0902_SP_SET: BRIDGE
 LC0902_STAMPING: E 30 1934
 LC0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0902
 LC0902  HISTORY     - Date     Condition        Report By
 LC0902  HISTORY     - 1934     MONUMENTED       CGS
 LC0902  HISTORY     - 19981108 GOOD             USPSQD
 LC0902
 LC0902                          STATION DESCRIPTION
 LC0902
 LC0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0902'0.9 MI NE FROM WILBERN.
 LC0902'0.9 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LC0902'FROM THE STATION AT WILBERN, MARSHALL COUNTY, 2 POLES NORTHEAST
 LC0902'OF MILEPOST 120, AT BRIDGE 119 C, IN THE TOP OF THE SOUTHEAST END
 LC0902'OF THE SOUTHWEST CONCRETE ABUTMENT, 10 FEET SOUTHEAST OF THE
 LC0902'CENTERLINE OF THE SOUTH TRACK, AND ABOUT 1-1/2 FEET LOWER THAN
 LC0902'THE TRACK.  A STANDARD DISK, STAMPED E 30 1934.
 LC0902
 LC0902                          STATION RECOVERY (1998)
 LC0902
 LC0902'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2117 ***********************************************************************
 LB2117  DESIGNATION -  E 300
 LB2117  PID         -  LB2117
 LB2117  STATE/COUNTY-  IL/VERMILION
 LB2117  USGS QUAD   -  DANVILLE NE (1978)
 LB2117
 LB2117                         *CURRENT SURVEY CONTROL
 LB2117  ___________________________________________________________________
 LB2117* NAD 83(1986)-  40 07 34.     (N)    087 36 41.     (W)     SCALED    
 LB2117* NAVD 88     -       186.422  (meters)     611.62   (feet)  ADJUSTED  
 LB2117  ___________________________________________________________________
 LB2117  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LB2117  DYNAMIC HT  -         186.329 (meters)     611.31  (feet)  COMP
 LB2117  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 LB2117
 LB2117  VERT ORDER  -  FIRST     CLASS II
 LB2117
 LB2117.The horizontal coordinates were scaled from a topographic map and have
 LB2117.an estimated accuracy of +/- 6 seconds.
 LB2117
 LB2117.The orthometric height was determined by differential leveling
 LB2117.and adjusted by the National Geodetic Survey in June 1991..
 LB2117
 LB2117.The geoid height was determined by GEOID03.
 LB2117
 LB2117.The dynamic height is computed by dividing the NAVD 88
 LB2117.geopotential number by the normal gravity value computed on the
 LB2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2117.degrees latitude (g = 980.6199 gals.).
 LB2117
 LB2117.The modeled gravity was interpolated from observed gravity values.
 LB2117
 LB2117;                    North         East    Units  Estimated Accuracy
 LB2117;SPC IL E     -   384,250.      361,540.      MT  (+/- 180 meters Scaled)
 LB2117
 LB2117                          SUPERSEDED SURVEY CONTROL
 LB2117
 LB2117.No superseded survey control is available for this station.
 LB2117
 LB2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK479419(NAD 83)
 LB2117_MARKER: I = METAL ROD
 LB2117_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2117_SP_SET: STAINLESS STEEL ROD
 LB2117_STAMPING: E 300 1986
 LB2117_MARK LOGO: NGS   
 LB2117_PROJECTION: RECESSED 4 CENTIMETERS
 LB2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2117_ROD/PIPE-DEPTH: 7.3  meters
 LB2117
 LB2117  HISTORY     - Date     Condition        Report By
 LB2117  HISTORY     - 1986     MONUMENTED       NGS
 LB2117
 LB2117                          STATION DESCRIPTION
 LB2117
 LB2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2117'IN DANVILLE.
 LB2117'IN DANVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 136 (EAST MAIN
 LB2117'STREET) AND BOWMAN AVENUE, 29.2 M (95.8 FT) EAST OF THE CENTER OF THE
 LB2117'AVENUE, 21.4 M (70.2 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A
 LB2117'BRICK HOUSE AT 904 EAST MAIN STREET, 8.7 M (28.5 FT) SOUTH OF THE
 LB2117'CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT) WEST OF A UTILITY POLE.
 LB2117'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2117'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1643 ***********************************************************************
 LC1643  DESIGNATION -  E 301
 LC1643  PID         -  LC1643
 LC1643  STATE/COUNTY-  IL/CHAMPAIGN
 LC1643  USGS QUAD   -  ST JOSEPH (1968)
 LC1643
 LC1643                         *CURRENT SURVEY CONTROL
 LC1643  ___________________________________________________________________
 LC1643* NAD 83(1986)-  40 01 34.     (N)    088 03 41.     (W)     SCALED    
 LC1643* NAVD 88     -       205.313  (meters)     673.60   (feet)  ADJUSTED  
 LC1643  ___________________________________________________________________
 LC1643  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC1643  DYNAMIC HT  -         205.209 (meters)     673.26  (feet)  COMP
 LC1643  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 LC1643
 LC1643  VERT ORDER  -  FIRST     CLASS II
 LC1643
 LC1643.The horizontal coordinates were scaled from a topographic map and have
 LC1643.an estimated accuracy of +/- 6 seconds.
 LC1643
 LC1643.The orthometric height was determined by differential leveling
 LC1643.and adjusted by the National Geodetic Survey in June 1991..
 LC1643
 LC1643.The geoid height was determined by GEOID03.
 LC1643
 LC1643.The dynamic height is computed by dividing the NAVD 88
 LC1643.geopotential number by the normal gravity value computed on the
 LC1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1643.degrees latitude (g = 980.6199 gals.).
 LC1643
 LC1643.The modeled gravity was interpolated from observed gravity values.
 LC1643
 LC1643;                    North         East    Units  Estimated Accuracy
 LC1643;SPC IL E     -   372,940.      323,210.      MT  (+/- 180 meters Scaled)
 LC1643
 LC1643                          SUPERSEDED SURVEY CONTROL
 LC1643
 LC1643.No superseded survey control is available for this station.
 LC1643
 LC1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK094311(NAD 83)
 LC1643_MARKER: I = METAL ROD
 LC1643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1643_SP_SET: STAINLESS STEEL ROD
 LC1643_STAMPING: E 301 1986
 LC1643_MARK LOGO: NGS   
 LC1643_PROJECTION: RECESSED 3 CENTIMETERS
 LC1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1643_ROD/PIPE-DEPTH: 10.5 meters
 LC1643
 LC1643  HISTORY     - Date     Condition        Report By
 LC1643  HISTORY     - 1986     MONUMENTED       NGS
 LC1643  HISTORY     - 19980406 GOOD             BCA
 LC1643  HISTORY     - 20051125 POOR             ILDT
 LC1643
 LC1643                          STATION DESCRIPTION
 LC1643
 LC1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1643'9.3 KM (5.8 MI) WEST FROM HOMER.
 LC1643'9.3 KM (5.8 MI) WESTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION
 LC1643'WITH STATE HIGHWAY 49 IN HOMER, 50.9 M (167.0 FT) EAST OF THE
 LC1643'CENTERLINE OF COUNTY ROAD 516, 9.6 M (31.5 FT) NORTH OF THE CENTERLINE
 LC1643'OF THE ROAD, AND 0.7 M (2.3 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS
 LC1643'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LC1643'THE MARK IS 0.9 METERS  NE FROM  A WITNESS POST
 LC1643'THE MARK IS 0.3 M BELOW THE ROAD.
 LC1643
 LC1643                          STATION RECOVERY (1998)
 LC1643
 LC1643'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LC1643'STATION IS 32.1 FT NORTH OF CENTERLINE COUNTY HIGHWAY 512.  1.9 FT
 LC1643'WEST OF A UTIL POLE.  2.5 FT NORTHEAST OF A CONCRETE RIGHT-OF-WAY
 LC1643'MARKER.
 LC1643
 LC1643                          STATION RECOVERY (2005)
 LC1643
 LC1643'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1643'MARK IS LEANING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3357 ***********************************************************************
 ME3357  DESIGNATION -  E 302
 ME3357  PID         -  ME3357
 ME3357  STATE/COUNTY-  IL/COOK
 ME3357  USGS QUAD   -  LAKE CALUMET (1997)
 ME3357
 ME3357                         *CURRENT SURVEY CONTROL
 ME3357  ___________________________________________________________________
 ME3357* NAD 83(1986)-  41 42 47.     (N)    087 32 06.     (W)     SCALED    
 ME3357* NAVD 88     -       181.390  (meters)     595.11   (feet)  ADJUSTED  
 ME3357  ___________________________________________________________________
 ME3357  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME3357  DYNAMIC HT  -         181.326 (meters)     594.90  (feet)  COMP
 ME3357  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 ME3357
 ME3357  VERT ORDER  -  FIRST     CLASS II
 ME3357
 ME3357.The horizontal coordinates were scaled from a topographic map and have
 ME3357.an estimated accuracy of +/- 6 seconds.
 ME3357
 ME3357.The orthometric height was determined by differential leveling
 ME3357.and adjusted by the National Geodetic Survey in April 1995..
 ME3357
 ME3357.The geoid height was determined by GEOID03.
 ME3357
 ME3357.The dynamic height is computed by dividing the NAVD 88
 ME3357.geopotential number by the normal gravity value computed on the
 ME3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME3357.degrees latitude (g = 980.6199 gals.).
 ME3357
 ME3357.The modeled gravity was interpolated from observed gravity values.
 ME3357
 ME3357;                    North         East    Units  Estimated Accuracy
 ME3357;SPC IL E     -   560,540.      366,440.      MT  (+/- 180 meters Scaled)
 ME3357
 ME3357                          SUPERSEDED SURVEY CONTROL
 ME3357
 ME3357  NGVD 29 (01/19/93)  181.501  (m)          595.47   (f) ADJUSTED    1 2
 ME3357
 ME3357.Superseded values are not recommended for survey control.
 ME3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3357.See file dsdata.txt to determine how the superseded data were derived.
 ME3357
 ME3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM554180(NAD 83)
 ME3357_MARKER: DV = VERTICAL CONTROL DISK
 ME3357_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ME3357_SP_SET: PIER
 ME3357_STAMPING: E 302 1992
 ME3357_MARK LOGO: NGS   
 ME3357_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3357+STABILITY: POSITION/ELEVATION WELL
 ME3357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3357+SATELLITE: SATELLITE OBSERVATIONS - 1992
 ME3357
 ME3357  HISTORY     - Date     Condition        Report By
 ME3357  HISTORY     - 1992     MONUMENTED       NGS
 ME3357
 ME3357                          STATION DESCRIPTION
 ME3357
 ME3357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 ME3357'IN CHICAGO, AT THE INTERSECTION OF SOUTH EWING AND SOUTH INDIANAPOLIS
 ME3357'AVENUES, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHERLY
 ME3357'OF 2 CONCRETE COLUMNS OF INTERSTATE HIGHWAY 90, 52.4 M (171.9 FT)
 ME3357'NORTHEAST OF THE CENTERLINE OF INDIANAPOLIS AVENUE, 33.5 M (109.9 FT)
 ME3357'EAST OF THE CENTERLINE OF EWING AVENUE, 20.1 M (65.9 FT) SOUTHWEST OF
 ME3357'THE SOUTHWEST FACE OF A RETAINING WALL, 8.3 M (27.2 FT) NORTHEAST OF
 ME3357'THE CENTER OF THE INTERSTATE HIGHWAY, 1.3 M (4.3 FT) ABOVE THE GROUND
 ME3357'SURFACE, AND 0.9 M (3.0 FT) SOUTHEAST OF THE NORTH CORNER OF THE
 ME3357'COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0435 ***********************************************************************
 LD0435  DESIGNATION -  E 32
 LD0435  PID         -  LD0435
 LD0435  STATE/COUNTY-  IL/WARREN
 LD0435  USGS QUAD   -  GALESBURG WEST (1996)
 LD0435
 LD0435                         *CURRENT SURVEY CONTROL
 LD0435  ___________________________________________________________________
 LD0435* NAD 83(1986)-  40 53 22.     (N)    090 29 53.     (W)     SCALED    
 LD0435* NAVD 88     -       236.498  (meters)     775.91   (feet)  ADJUSTED  
 LD0435  ___________________________________________________________________
 LD0435  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0435  DYNAMIC HT  -         236.390 (meters)     775.56  (feet)  COMP
 LD0435  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 LD0435
 LD0435  VERT ORDER  -  SECOND    CLASS 0
 LD0435
 LD0435.The horizontal coordinates were scaled from a topographic map and have
 LD0435.an estimated accuracy of +/- 6 seconds.
 LD0435
 LD0435.The orthometric height was determined by differential leveling
 LD0435.and adjusted by the National Geodetic Survey in June 1991..
 LD0435
 LD0435.The geoid height was determined by GEOID03.
 LD0435
 LD0435.The dynamic height is computed by dividing the NAVD 88
 LD0435.geopotential number by the normal gravity value computed on the
 LD0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0435.degrees latitude (g = 980.6199 gals.).
 LD0435
 LD0435.The modeled gravity was interpolated from observed gravity values.
 LD0435
 LD0435;                    North         East    Units  Estimated Accuracy
 LD0435;SPC IL W     -   468,800.      672,070.      MT  (+/- 180 meters Scaled)
 LD0435
 LD0435                          SUPERSEDED SURVEY CONTROL
 LD0435
 LD0435  NGVD 29 (??/??/92)  236.552  (m)          776.09   (f) ADJ UNCH    2 0
 LD0435
 LD0435.Superseded values are not recommended for survey control.
 LD0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0435.See file dsdata.txt to determine how the superseded data were derived.
 LD0435
 LD0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF107294(NAD 83)
 LD0435_MARKER: DB = BENCH MARK DISK
 LD0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0435_STAMPING: E 32 1934
 LD0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0435+STABILITY: SURFACE MOTION
 LD0435
 LD0435  HISTORY     - Date     Condition        Report By
 LD0435  HISTORY     - 1934     MONUMENTED       CGS
 LD0435  HISTORY     - 1943     GOOD             NGS
 LD0435  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0435
 LD0435                          STATION DESCRIPTION
 LD0435
 LD0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0435'0.9 MI E FROM CAMERON.
 LD0435'0.9 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0435'FROM THE STATION AT CAMERON, WARREN COUNTY, 2 POLES WEST OF A
 LD0435'STATION ONE MILE SIGNBOARD, AT A ROAD CROSSING, 39 FEET EAST OF
 LD0435'THE CENTERLINE OF THE ROAD, 27 FEET SOUTH OF THE CENTERLINE OF
 LD0435'THE SOUTH TRACK, 4 FEET NORTH OF A POLE WITH TWO GUY WIRES, AND
 LD0435'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 32 1934
 LD0435'AND SET IN THE TOP OF A CONCRETE POST.
 LD0435
 LD0435                          STATION RECOVERY (2001)
 LD0435
 LD0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0497 ***********************************************************************
 LD0497  DESIGNATION -  E 33
 LD0497  PID         -  LD0497
 LD0497  STATE/COUNTY-  IL/HENDERSON
 LD0497  USGS QUAD   -  DALLAS CITY (1975)
 LD0497
 LD0497                         *CURRENT SURVEY CONTROL
 LD0497  ___________________________________________________________________
 LD0497* NAD 83(1986)-  40 38 49.     (N)    091 08 31.     (W)     SCALED    
 LD0497* NAVD 88     -       162.704  (meters)     533.80   (feet)  ADJUSTED  
 LD0497  ___________________________________________________________________
 LD0497  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0497  DYNAMIC HT  -         162.625 (meters)     533.55  (feet)  COMP
 LD0497  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LD0497
 LD0497  VERT ORDER  -  SECOND    CLASS 0
 LD0497
 LD0497.The horizontal coordinates were scaled from a topographic map and have
 LD0497.an estimated accuracy of +/- 6 seconds.
 LD0497
 LD0497.The orthometric height was determined by differential leveling
 LD0497.and adjusted by the National Geodetic Survey in June 1991..
 LD0497
 LD0497.The geoid height was determined by GEOID03.
 LD0497
 LD0497.The dynamic height is computed by dividing the NAVD 88
 LD0497.geopotential number by the normal gravity value computed on the
 LD0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0497.degrees latitude (g = 980.6199 gals.).
 LD0497
 LD0497.The modeled gravity was interpolated from observed gravity values.
 LD0497
 LD0497;                    North         East    Units  Estimated Accuracy
 LD0497;SPC IL W     -   442,280.      617,510.      MT  (+/- 180 meters Scaled)
 LD0497
 LD0497                          SUPERSEDED SURVEY CONTROL
 LD0497
 LD0497  NGVD 29 (??/??/92)  162.752  (m)          533.96   (f) ADJ UNCH    2 0
 LD0497
 LD0497.Superseded values are not recommended for survey control.
 LD0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0497.See file dsdata.txt to determine how the superseded data were derived.
 LD0497
 LD0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF571012(NAD 83)
 LD0497_MARKER: DB = BENCH MARK DISK
 LD0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0497_SP_SET: BRIDGE
 LD0497_STAMPING: E 33 1934
 LD0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0497
 LD0497  HISTORY     - Date     Condition        Report By
 LD0497  HISTORY     - 1934     MONUMENTED       CGS
 LD0497  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0497
 LD0497                          STATION DESCRIPTION
 LD0497
 LD0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0497'1.8 MI NE FROM DALLAS CITY.
 LD0497'IN HENDERSON COUNTY, 1.8 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA
 LD0497'AND SANTA FE RAILWAY FROM THE STATION AT DALLAS CITY, HANCOCK
 LD0497'COUNTY, AT POLE 223+02, AT BRIDGE 223 A, 12 FEET NORTH OF THE
 LD0497'CENTERLINE OF THE NORTH TRACK, IN THE TOP OF THE EAST CONCRETE
 LD0497'ABUTMENT, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 LD0497'DISK, STAMPED E 33 1934.
 LD0497
 LD0497                          STATION RECOVERY (2001)
 LD0497
 LD0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0497'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0309 ***********************************************************************
 LD0309  DESIGNATION -  E 35
 LD0309  PID         -  LD0309
 LD0309  STATE/COUNTY-  IL/FULTON
 LD0309  USGS QUAD   -  HAVANA (1947)
 LD0309
 LD0309                         *CURRENT SURVEY CONTROL
 LD0309  ___________________________________________________________________
 LD0309* NAD 83(1986)-  40 17 56.     (N)    090 04 10.     (W)     SCALED    
 LD0309* NAVD 88     -       135.401  (meters)     444.23   (feet)  ADJUSTED  
 LD0309  ___________________________________________________________________
 LD0309  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0309  DYNAMIC HT  -         135.334 (meters)     444.01  (feet)  COMP
 LD0309  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 LD0309
 LD0309  VERT ORDER  -  SECOND    CLASS 0
 LD0309
 LD0309.The horizontal coordinates were scaled from a topographic map and have
 LD0309.an estimated accuracy of +/- 6 seconds.
 LD0309
 LD0309.The orthometric height was determined by differential leveling
 LD0309.and adjusted by the National Geodetic Survey in June 1991..
 LD0309
 LD0309.The geoid height was determined by GEOID03.
 LD0309
 LD0309.The dynamic height is computed by dividing the NAVD 88
 LD0309.geopotential number by the normal gravity value computed on the
 LD0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0309.degrees latitude (g = 980.6199 gals.).
 LD0309
 LD0309.The modeled gravity was interpolated from observed gravity values.
 LD0309
 LD0309;                    North         East    Units  Estimated Accuracy
 LD0309;SPC IL W     -   403,180.      708,270.      MT  (+/- 180 meters Scaled)
 LD0309
 LD0309                          SUPERSEDED SURVEY CONTROL
 LD0309
 LD0309  NGVD 29 (??/??/92)  135.496  (m)          444.54   (f) ADJ UNCH    2 0
 LD0309
 LD0309.Superseded values are not recommended for survey control.
 LD0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0309.See file dsdata.txt to determine how the superseded data were derived.
 LD0309
 LD0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE490650(NAD 83)
 LD0309_MARKER: DB = BENCH MARK DISK
 LD0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0309_STAMPING: E 35 1935
 LD0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0309+STABILITY: SURFACE MOTION
 LD0309
 LD0309  HISTORY     - Date     Condition        Report By
 LD0309  HISTORY     - 1935     MONUMENTED       CGS
 LD0309
 LD0309                          STATION DESCRIPTION
 LD0309
 LD0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0309'AT WEST HAVANA.
 LD0309'AT WEST HAVANA, FULTON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0309'QUINCY RAILROAD, 0.1 MILE EAST OF MILEPOST 59, 189 FEET EAST OF
 LD0309'THE STATION, ABOUT 350 FEET WEST OF THE ILLINOIS RIVER, AND 48
 LD0309'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 LD0309'E 35 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LD0309'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0992 ***********************************************************************
 KB0992  DESIGNATION -  E 36 RESET 1940
 KB0992  PID         -  KB0992
 KB0992  STATE/COUNTY-  IL/SANGAMON
 KB0992  USGS QUAD   -  ATHENS (1976)
 KB0992
 KB0992                         *CURRENT SURVEY CONTROL
 KB0992  ___________________________________________________________________
 KB0992* NAD 83(1986)-  39 56 11.     (N)    089 40 26.     (W)     SCALED    
 KB0992* NAVD 88     -       177.73   (meters)     583.1    (feet)  RESET     
 KB0992  ___________________________________________________________________
 KB0992  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KB0992
 KB0992  VERT ORDER  -  THIRD
 KB0992
 KB0992.The horizontal coordinates were scaled from a topographic map and have
 KB0992.an estimated accuracy of +/- 6 seconds.
 KB0992
 KB0992.The orthometric height was computed from unverified reset data.
 KB0992.No vertical observational check was made to the station.
 KB0992
 KB0992.The geoid height was determined by GEOID03.
 KB0992
 KB0992;                    North         East    Units  Estimated Accuracy
 KB0992;SPC IL W     -   363,040.      742,120.      MT  (+/- 180 meters Scaled)
 KB0992
 KB0992                          SUPERSEDED SURVEY CONTROL
 KB0992
 KB0992  NGVD 29 (??/??/??)  177.83   (m)          583.4    (f) RESET       3  
 KB0992
 KB0992.Superseded values are not recommended for survey control.
 KB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0992.See file dsdata.txt to determine how the superseded data were derived.
 KB0992
 KB0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK715241(NAD 83)
 KB0992_MARKER: DB = BENCH MARK DISK
 KB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0992_STAMPING: E 36 RESET 1940
 KB0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0992+STABILITY: SURFACE MOTION
 KB0992
 KB0992  HISTORY     - Date     Condition        Report By
 KB0992  HISTORY     - 1940     MONUMENTED       CIMRR
 KB0992  HISTORY     - 1942     GOOD             NGS
 KB0992
 KB0992                          STATION DESCRIPTION
 KB0992
 KB0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KB0992'AT CANTRALL.
 KB0992'AT CANTRALL, SANGAMON COUNTY, ON THE CHICAGO AND ILLINOIS MIDLAND
 KB0992'RAILWAY, ABOUT 135 YARDS SOUTHEAST OF THE STATION, AT THE
 KB0992'CROSSING OF STATE HIGHWAY 29, 44 FEET EAST OF THE CENTERLINE OF
 KB0992'THE HIGHWAY, 32 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 KB0992'AND NEAR A FENCE CORNER.  A STANDARD DISK, STAMPED E 36 RESET
 KB0992'1940 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1203 ***********************************************************************
 LC1203  DESIGNATION -  E 37
 LC1203  PID         -  LC1203
 LC1203  STATE/COUNTY-  IL/MASON
 LC1203  USGS QUAD   -  DELAVAN SOUTH (1980)
 LC1203
 LC1203                         *CURRENT SURVEY CONTROL
 LC1203  ___________________________________________________________________
 LC1203* NAD 83(1986)-  40 18 26.     (N)    089 36 03.     (W)     SCALED    
 LC1203* NAVD 88     -       174.461  (meters)     572.38   (feet)  ADJUSTED  
 LC1203  ___________________________________________________________________
 LC1203  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LC1203  DYNAMIC HT  -         174.374 (meters)     572.09  (feet)  COMP
 LC1203  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 LC1203
 LC1203  VERT ORDER  -  SECOND    CLASS 0
 LC1203
 LC1203.The horizontal coordinates were scaled from a topographic map and have
 LC1203.an estimated accuracy of +/- 6 seconds.
 LC1203
 LC1203.The orthometric height was determined by differential leveling
 LC1203.and adjusted by the National Geodetic Survey in June 1991..
 LC1203
 LC1203.The geoid height was determined by GEOID03.
 LC1203
 LC1203.The dynamic height is computed by dividing the NAVD 88
 LC1203.geopotential number by the normal gravity value computed on the
 LC1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1203.degrees latitude (g = 980.6199 gals.).
 LC1203
 LC1203.The modeled gravity was interpolated from observed gravity values.
 LC1203
 LC1203;                    North         East    Units  Estimated Accuracy
 LC1203;SPC IL W     -   404,250.      748,100.      MT  (+/- 180 meters Scaled)
 LC1203
 LC1203                          SUPERSEDED SURVEY CONTROL
 LC1203
 LC1203  NGVD 29 (??/??/92)  174.557  (m)          572.69   (f) ADJ UNCH    2 0
 LC1203
 LC1203.Superseded values are not recommended for survey control.
 LC1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1203.See file dsdata.txt to determine how the superseded data were derived.
 LC1203
 LC1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK789651(NAD 83)
 LC1203_MARKER: DB = BENCH MARK DISK
 LC1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1203_SP_SET: BRIDGE
 LC1203_STAMPING: E 37 1934
 LC1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1203
 LC1203  HISTORY     - Date     Condition        Report By
 LC1203  HISTORY     - 1934     MONUMENTED       CGS
 LC1203  HISTORY     - 1954     GOOD             NGS
 LC1203  HISTORY     - 1980     MARK NOT FOUND   NGS
 LC1203
 LC1203                          STATION DESCRIPTION
 LC1203
 LC1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1203'AT SAN JOSE.
 LC1203'AT SAN JOSE, ABOUT 0.1 MILE SOUTHEAST ALONG THE GULF, MOBILE AND
 LC1203'OHIO RAILROAD FROM THE GRAIN ELEVATOR, AT OVERPASS OF P.N. RR
 LC1203'OVER G.M. AND O. RR, IN THE TOP OF THE BOTTOM STONE STEP OF THE
 LC1203'SOUTHWEST STONE ABUTMENT OF OVERPASS, 5 1/2 FEET SOUTHWEST OF
 LC1203'SOUTHWEST RAIL OF G.M. AND O. RR AND ABOUT 3 FEET ABOVE LEVEL OF
 LC1203'TRACK.
 LC1203
 LC1203                          STATION RECOVERY (1980)
 LC1203
 LC1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC1203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1218 ***********************************************************************
 LC1218  DESIGNATION -  E 38
 LC1218  PID         -  LC1218
 LC1218  STATE/COUNTY-  IL/LOGAN
 LC1218  USGS QUAD   -  NEW HOLLAND (1980)
 LC1218
 LC1218                         *CURRENT SURVEY CONTROL
 LC1218  ___________________________________________________________________
 LC1218* NAD 83(1986)-  40 10 29.     (N)    089 31 25.     (W)     SCALED    
 LC1218* NAVD 88     -       165.010  (meters)     541.37   (feet)  ADJUSTED  
 LC1218  ___________________________________________________________________
 LC1218  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LC1218  DYNAMIC HT  -         164.926 (meters)     541.09  (feet)  COMP
 LC1218  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 LC1218
 LC1218  VERT ORDER  -  SECOND    CLASS 0
 LC1218
 LC1218.The horizontal coordinates were scaled from a topographic map and have
 LC1218.an estimated accuracy of +/- 6 seconds.
 LC1218
 LC1218.The orthometric height was determined by differential leveling
 LC1218.and adjusted by the National Geodetic Survey in June 1991..
 LC1218
 LC1218.The geoid height was determined by GEOID03.
 LC1218
 LC1218.The dynamic height is computed by dividing the NAVD 88
 LC1218.geopotential number by the normal gravity value computed on the
 LC1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1218.degrees latitude (g = 980.6199 gals.).
 LC1218
 LC1218.The modeled gravity was interpolated from observed gravity values.
 LC1218
 LC1218;                    North         East    Units  Estimated Accuracy
 LC1218;SPC IL W     -   389,590.      754,770.      MT  (+/- 180 meters Scaled)
 LC1218
 LC1218                          SUPERSEDED SURVEY CONTROL
 LC1218
 LC1218  NGVD 29 (??/??/92)  165.101  (m)          541.67   (f) ADJ UNCH    2 0
 LC1218
 LC1218.Superseded values are not recommended for survey control.
 LC1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1218.See file dsdata.txt to determine how the superseded data were derived.
 LC1218
 LC1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK851502(NAD 83)
 LC1218_MARKER: DB = BENCH MARK DISK
 LC1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1218_SP_SET: BRIDGE
 LC1218_STAMPING: E 38 1934
 LC1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1218
 LC1218  HISTORY     - Date     Condition        Report By
 LC1218  HISTORY     - 1934     MONUMENTED       CGS
 LC1218  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC1218
 LC1218                          STATION DESCRIPTION
 LC1218
 LC1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1218'3.1 MI E FROM NEW HOLLAND.
 LC1218'3.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 LC1218'STATION AT NEW HOLLAND, LOGAN COUNTY, 3 POLES EAST OF MILEPOST
 LC1218'71, AT A 100-FOOT STEEL GIRDER HIGHWAY BRIDGE OVER SUGAR CREEK,
 LC1218'IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, ONE FOOT
 LC1218'SOUTHWEST OF THE WEST GIRDER REST, 60 FEET SOUTH OF THE
 LC1218'CENTERLINE OF THE TRACK, 6 FEET WEST OF THE CENTERLINE OF THE
 LC1218'ROAD, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 38
 LC1218'1934.
 LC1218
 LC1218                          STATION RECOVERY (1975)
 LC1218
 LC1218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0525 ***********************************************************************
 LC0525  DESIGNATION -  E 39
 LC0525  PID         -  LC0525
 LC0525  STATE/COUNTY-  IL/MCLEAN
 LC0525  USGS QUAD   -  HOLDER (1981)
 LC0525
 LC0525                         *CURRENT SURVEY CONTROL
 LC0525  ___________________________________________________________________
 LC0525* NAD 83(1986)-  40 27 03.     (N)    088 51 14.     (W)     SCALED    
 LC0525* NAVD 88     -       243.897  (meters)     800.19   (feet)  ADJUSTED  
 LC0525  ___________________________________________________________________
 LC0525  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0525  DYNAMIC HT  -         243.780 (meters)     799.80  (feet)  COMP
 LC0525  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 LC0525
 LC0525  VERT ORDER  -  SECOND    CLASS 0
 LC0525
 LC0525.The horizontal coordinates were scaled from a topographic map and have
 LC0525.an estimated accuracy of +/- 6 seconds.
 LC0525
 LC0525.The orthometric height was determined by differential leveling
 LC0525.and adjusted by the National Geodetic Survey in June 1991..
 LC0525
 LC0525.The geoid height was determined by GEOID03.
 LC0525
 LC0525.The dynamic height is computed by dividing the NAVD 88
 LC0525.geopotential number by the normal gravity value computed on the
 LC0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0525.degrees latitude (g = 980.6199 gals.).
 LC0525
 LC0525.The modeled gravity was interpolated from observed gravity values.
 LC0525
 LC0525;                    North         East    Units  Estimated Accuracy
 LC0525;SPC IL E     -   420,190.      255,840.      MT  (+/- 180 meters Scaled)
 LC0525
 LC0525                          SUPERSEDED SURVEY CONTROL
 LC0525
 LC0525  NGVD 29 (??/??/92)  243.955  (m)          800.38   (f) ADJ UNCH    2 0
 LC0525
 LC0525.Superseded values are not recommended for survey control.
 LC0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0525.See file dsdata.txt to determine how the superseded data were derived.
 LC0525
 LC0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK427794(NAD 83)
 LC0525_MARKER: DB = BENCH MARK DISK
 LC0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0525_SP_SET: CULVERT
 LC0525_STAMPING: E 39 1934
 LC0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0525
 LC0525  HISTORY     - Date     Condition        Report By
 LC0525  HISTORY     - 1934     MONUMENTED       CGS
 LC0525  HISTORY     - 1951     GOOD             NGS
 LC0525
 LC0525                          STATION DESCRIPTION
 LC0525
 LC0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LC0525'2.4 MI W FROM HOLDER.
 LC0525'2.4 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LC0525'STATION AT HOLDER, MCLEAN  COUNTY, 8 POLES EAST OF MILEPOST 367,
 LC0525'20 FEET EAST OF THE CENTERLINE OF A PUBLIC-ROAD CROSSING, IN THE
 LC0525'WEST END OF THE NORTH HEADWALL OF A 4-FOOT CAST-IRON PIPE CULVERT,
 LC0525'15 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 7 FEET
 LC0525'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1469 ***********************************************************************
 KA1469  DESIGNATION -  E 4
 KA1469  PID         -  KA1469
 KA1469  STATE/COUNTY-  IL/EDGAR
 KA1469  USGS QUAD   -  BROCTON (1982)
 KA1469
 KA1469                         *CURRENT SURVEY CONTROL
 KA1469  ___________________________________________________________________
 KA1469* NAD 83(1986)-  39 42 41.     (N)    087 56 16.     (W)     SCALED    
 KA1469* NAVD 88     -       201.582  (meters)     661.36   (feet)  ADJUSTED  
 KA1469  ___________________________________________________________________
 KA1469  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KA1469  DYNAMIC HT  -         201.473 (meters)     661.00  (feet)  COMP
 KA1469  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 KA1469
 KA1469  VERT ORDER  -  FIRST     CLASS II
 KA1469
 KA1469.The horizontal coordinates were scaled from a topographic map and have
 KA1469.an estimated accuracy of +/- 6 seconds.
 KA1469
 KA1469.The orthometric height was determined by differential leveling
 KA1469.and adjusted by the National Geodetic Survey in June 1991..
 KA1469
 KA1469.The geoid height was determined by GEOID03.
 KA1469
 KA1469.The dynamic height is computed by dividing the NAVD 88
 KA1469.geopotential number by the normal gravity value computed on the
 KA1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1469.degrees latitude (g = 980.6199 gals.).
 KA1469
 KA1469.The modeled gravity was interpolated from observed gravity values.
 KA1469
 KA1469;                    North         East    Units  Estimated Accuracy
 KA1469;SPC IL E     -   338,030.      333,920.      MT  (+/- 180 meters Scaled)
 KA1469
 KA1469                          SUPERSEDED SURVEY CONTROL
 KA1469
 KA1469  NGVD 29 (??/??/92)  201.659  (m)          661.61   (f) ADJ UNCH    1 2
 KA1469
 KA1469.Superseded values are not recommended for survey control.
 KA1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1469.See file dsdata.txt to determine how the superseded data were derived.
 KA1469
 KA1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ196961(NAD 83)
 KA1469_MARKER: P = PIPE CAP
 KA1469_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1469_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1469
 KA1469  HISTORY     - Date     Condition        Report By
 KA1469  HISTORY     - UNK      MONUMENTED       USGS
 KA1469  HISTORY     - 1956     GOOD             NGS
 KA1469
 KA1469                          STATION DESCRIPTION
 KA1469
 KA1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1469'0.5 MI SW FROM BROCTON.
 KA1469'ABOUT 0.5 MILE SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1469'LOUIS RAILROAD FROM THE STATION AT BROCTON, AT CROSSING OF STATE
 KA1469'HIGHWAY 49, IN SECTION 35, T. 15 N., R. 14 W., 23 FEET NORTHWEST
 KA1469'OF NORTHWEST RAIL OF MAIN TRACK, 9.8 FEET NORTHWEST OF NORTHWEST
 KA1469'RAIL OF A SIDE TRACK, 28 1/2 FEET EAST OF CENTER LINE OF HIGHWAY,
 KA1469'64 FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF HIGHWAY AND
 KA1469'MAIN TRACK, 46 FEET NORTHWEST AND ACROSS TRACK FROM TELEPHONE
 KA1469'POLE NO. 297/31, 51 FEET SOUTH OF POWER POLE NO. 262, 16 1/4 FEET
 KA1469'SOUTHWEST OF A CONCRETE HIGHWAY R/W MARKER POST, 1 FOOT SOUTHWEST
 KA1469'OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF
 KA1469'TRACK AND IS A U.S.G.S. PIPE AND CAP ABOUT 30-INCHES UNDERGROUND
 KA1469'ACCESS TO WHICH IS HAD THRU A 6-INCH CONCRETE TILE SET OVER MARK.
 KA1469'NOTE-- THE MARK IS 30-INCHES UNDERGROUND AND ITS CONDITION APPEARS
 KA1469'TO BE OK.  THE STAMPING CANNOT BE READ, HOWEVER, THE CAP IS
 KA1469'VISIBLE AND APPARENTLY IS THE ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0212 ***********************************************************************
 LC0212  DESIGNATION -  E 40
 LC0212  PID         -  LC0212
 LC0212  STATE/COUNTY-  IL/FORD
 LC0212  USGS QUAD   -  PAXTON (1984)
 LC0212
 LC0212                         *CURRENT SURVEY CONTROL
 LC0212  ___________________________________________________________________
 LC0212* NAD 83(1986)-  40 27 46.     (N)    088 05 42.     (W)     SCALED    
 LC0212* NAVD 88     -       242.757  (meters)     796.45   (feet)  ADJUSTED  
 LC0212  ___________________________________________________________________
 LC0212  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LC0212  DYNAMIC HT  -         242.642 (meters)     796.07  (feet)  COMP
 LC0212  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 LC0212
 LC0212  VERT ORDER  -  SECOND    CLASS 0
 LC0212
 LC0212.The horizontal coordinates were scaled from a topographic map and have
 LC0212.an estimated accuracy of +/- 6 seconds.
 LC0212
 LC0212.The orthometric height was determined by differential leveling
 LC0212.and adjusted by the National Geodetic Survey in June 1991..
 LC0212
 LC0212.The geoid height was determined by GEOID03.
 LC0212
 LC0212.The dynamic height is computed by dividing the NAVD 88
 LC0212.geopotential number by the normal gravity value computed on the
 LC0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0212.degrees latitude (g = 980.6199 gals.).
 LC0212
 LC0212.The modeled gravity was interpolated from observed gravity values.
 LC0212
 LC0212;                    North         East    Units  Estimated Accuracy
 LC0212;SPC IL E     -   421,410.      320,210.      MT  (+/- 180 meters Scaled)
 LC0212
 LC0212                          SUPERSEDED SURVEY CONTROL
 LC0212
 LC0212  NGVD 29 (??/??/92)  242.814  (m)          796.63   (f) ADJ UNCH    2 0
 LC0212
 LC0212.Superseded values are not recommended for survey control.
 LC0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0212.See file dsdata.txt to determine how the superseded data were derived.
 LC0212
 LC0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK071796(NAD 83)
 LC0212_MARKER: DB = BENCH MARK DISK
 LC0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0212_SP_SET: BRIDGE
 LC0212_STAMPING: E 40 1935
 LC0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0212
 LC0212  HISTORY     - Date     Condition        Report By
 LC0212  HISTORY     - 1935     MONUMENTED       CGS
 LC0212  HISTORY     - 1959     GOOD             NGS
 LC0212  HISTORY     - 1973     GOOD             NGS
 LC0212
 LC0212                          STATION DESCRIPTION
 LC0212
 LC0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0212'AT PAXTON.
 LC0212'AT PAXTON, 30 FEET NORTH OF THE NORTH SIDE OF THE NEW YORK, CHICAGO,
 LC0212'AND ST. LOUIS RAILROAD STATION, AT THE ILLINOIS CENTRAL RAILROAD
 LC0212'UNDERPASS, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT, 5
 LC0212'FEET NORTH OF THE CENTERLINE OF THE TRACK, ABOUT LEVEL WITH THE
 LC0212'TRACK.
 LC0212
 LC0212                          STATION RECOVERY (1973)
 LC0212
 LC0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0665 ***********************************************************************
 LC0665  DESIGNATION -  E 43
 LC0665  PID         -  LC0665
 LC0665  STATE/COUNTY-  IL/MCLEAN
 LC0665  USGS QUAD   -  GRIDLEY (1981)
 LC0665
 LC0665                         *CURRENT SURVEY CONTROL
 LC0665  ___________________________________________________________________
 LC0665* NAD 83(1986)-  40 44 29.     (N)    088 52 54.     (W)     SCALED    
 LC0665* NAVD 88     -       229.093  (meters)     751.62   (feet)  ADJUSTED  
 LC0665  ___________________________________________________________________
 LC0665  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0665  DYNAMIC HT  -         228.990 (meters)     751.28  (feet)  COMP
 LC0665  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 LC0665
 LC0665  VERT ORDER  -  SECOND    CLASS 0
 LC0665
 LC0665.The horizontal coordinates were scaled from a topographic map and have
 LC0665.an estimated accuracy of +/- 6 seconds.
 LC0665
 LC0665.The orthometric height was determined by differential leveling
 LC0665.and adjusted by the National Geodetic Survey in June 1991..
 LC0665
 LC0665.The geoid height was determined by GEOID03.
 LC0665
 LC0665.The dynamic height is computed by dividing the NAVD 88
 LC0665.geopotential number by the normal gravity value computed on the
 LC0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0665.degrees latitude (g = 980.6199 gals.).
 LC0665
 LC0665.The modeled gravity was interpolated from observed gravity values.
 LC0665
 LC0665;                    North         East    Units  Estimated Accuracy
 LC0665;SPC IL E     -   452,470.      253,690.      MT  (+/- 180 meters Scaled)
 LC0665
 LC0665                          SUPERSEDED SURVEY CONTROL
 LC0665
 LC0665  NGVD 29 (??/??/92)  229.135  (m)          751.75   (f) ADJ UNCH    2 0
 LC0665
 LC0665.Superseded values are not recommended for survey control.
 LC0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0665.See file dsdata.txt to determine how the superseded data were derived.
 LC0665
 LC0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL411117(NAD 83)
 LC0665_MARKER: DB = BENCH MARK DISK
 LC0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0665_SP_SET: CONCRETE PEDESTAL
 LC0665_STAMPING: E 43 1934
 LC0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0665
 LC0665  HISTORY     - Date     Condition        Report By
 LC0665  HISTORY     - 1934     MONUMENTED       CGS
 LC0665
 LC0665                          STATION DESCRIPTION
 LC0665
 LC0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0665'AT GRIDLEY.
 LC0665'AT GRIDLEY, MCLEAN  COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LC0665'RAILROAD, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT THE
 LC0665'SOUTHEAST LEG OF A WATER TOWER, IN THE TOP OF THE SOUTH CORNER
 LC0665'OF THE CONCRETE PEDESTAL, AND ONE FOOT ABOVE GROUND.  A STANDARD
 LC0665'DISK, STAMPED  43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1137 ***********************************************************************
 MF1137  DESIGNATION -  E 46
 MF1137  PID         -  MF1137
 MF1137  STATE/COUNTY-  IL/LEE
 MF1137  USGS QUAD   -  DIXON WEST (1983)
 MF1137
 MF1137                         *CURRENT SURVEY CONTROL
 MF1137  ___________________________________________________________________
 MF1137* NAD 83(1986)-  41 45 30.     (N)    089 36 50.     (W)     SCALED    
 MF1137* NAVD 88     -       202.293  (meters)     663.69   (feet)  ADJUSTED  
 MF1137  ___________________________________________________________________
 MF1137  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1137  DYNAMIC HT  -         202.221 (meters)     663.45  (feet)  COMP
 MF1137  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 MF1137
 MF1137  VERT ORDER  -  SECOND    CLASS 0
 MF1137
 MF1137.The horizontal coordinates were scaled from a topographic map and have
 MF1137.an estimated accuracy of +/- 6 seconds.
 MF1137
 MF1137.The orthometric height was determined by differential leveling
 MF1137.and adjusted by the National Geodetic Survey in June 1991..
 MF1137
 MF1137.The geoid height was determined by GEOID03.
 MF1137
 MF1137.The dynamic height is computed by dividing the NAVD 88
 MF1137.geopotential number by the normal gravity value computed on the
 MF1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1137.degrees latitude (g = 980.6199 gals.).
 MF1137
 MF1137.The modeled gravity was interpolated from observed gravity values.
 MF1137
 MF1137;                    North         East    Units  Estimated Accuracy
 MF1137;SPC IL W     -   565,390.      745,970.      MT  (+/- 180 meters Scaled)
 MF1137
 MF1137                          SUPERSEDED SURVEY CONTROL
 MF1137
 MF1137  NGVD 29 (??/??/92)  202.361  (m)          663.91   (f) ADJ UNCH    2 0
 MF1137
 MF1137.Superseded values are not recommended for survey control.
 MF1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1137.See file dsdata.txt to determine how the superseded data were derived.
 MF1137
 MF1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM826262(NAD 83)
 MF1137_MARKER: DB = BENCH MARK DISK
 MF1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1137_STAMPING: E 45 1934
 MF1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1137+STABILITY: SURFACE MOTION
 MF1137
 MF1137  HISTORY     - Date     Condition        Report By
 MF1137  HISTORY     - 1934     MONUMENTED       CGS
 MF1137  HISTORY     - 1946     MARK NOT FOUND   NGS
 MF1137  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF1137  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF1137  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF1137
 MF1137                          STATION DESCRIPTION
 MF1137
 MF1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 MF1137'2.9 MI S FROM NELSON.
 MF1137'2.9 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MF1137'THE STATION AT NELSON, LEE COUNTY, AT MILEPOST 3, AT A ROAD CROSSING,
 MF1137'33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 21 FEET WEST OF THE
 MF1137'CENTERLINE OF THE TRACK, 1 FOOT NORTH OF A FENCE, AND LEVEL WITH THE
 MF1137'TRACK.  A STANDARD DISK, STAMPED E 45 1934 AND SET IN THE TOP OF A
 MF1137'CONCRETE POST.  NOTE-- AN OVERHEAD BRIDGE HAS BEEN BUILT HERE AND
 MF1137'THE MARK HAS PROBABLY BEEN COVERED WITH EARTH.
 MF1137
 MF1137                          STATION RECOVERY (1995)
 MF1137
 MF1137'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1137'MARK NOT FOUND.
 MF1137
 MF1137                          STATION RECOVERY (2002)
 MF1137
 MF1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1137
 MF1137                          STATION RECOVERY (2003)
 MF1137
 MF1137'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1189 ***********************************************************************
 MF1189  DESIGNATION -  E 48
 MF1189  PID         -  MF1189
 MF1189  STATE/COUNTY-  IL/WHITESIDE
 MF1189  USGS QUAD   -  STERLING (1983)
 MF1189
 MF1189                         *CURRENT SURVEY CONTROL
 MF1189  ___________________________________________________________________
 MF1189* NAD 83(1986)-  41 45 55.     (N)    089 39 54.     (W)     SCALED    
 MF1189* NAVD 88     -       196.387  (meters)     644.31   (feet)  ADJUSTED  
 MF1189  ___________________________________________________________________
 MF1189  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1189  DYNAMIC HT  -         196.317 (meters)     644.08  (feet)  COMP
 MF1189  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 MF1189
 MF1189  VERT ORDER  -  SECOND    CLASS 0
 MF1189
 MF1189.The horizontal coordinates were scaled from a topographic map and have
 MF1189.an estimated accuracy of +/- 6 seconds.
 MF1189
 MF1189.The orthometric height was determined by differential leveling
 MF1189.and adjusted by the National Geodetic Survey in June 1991..
 MF1189
 MF1189.The geoid height was determined by GEOID03.
 MF1189
 MF1189.The dynamic height is computed by dividing the NAVD 88
 MF1189.geopotential number by the normal gravity value computed on the
 MF1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1189.degrees latitude (g = 980.6199 gals.).
 MF1189
 MF1189.The modeled gravity was interpolated from observed gravity values.
 MF1189
 MF1189;                    North         East    Units  Estimated Accuracy
 MF1189;SPC IL W     -   566,140.      741,710.      MT  (+/- 180 meters Scaled)
 MF1189
 MF1189                          SUPERSEDED SURVEY CONTROL
 MF1189
 MF1189  NGVD 29 (??/??/92)  196.449  (m)          644.52   (f) ADJ UNCH    2 0
 MF1189
 MF1189.Superseded values are not recommended for survey control.
 MF1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1189.See file dsdata.txt to determine how the superseded data were derived.
 MF1189
 MF1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM784271(NAD 83)
 MF1189_MARKER: DB = BENCH MARK DISK
 MF1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1189_STAMPING: E 48 1934
 MF1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1189+STABILITY: SURFACE MOTION
 MF1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1189+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 MF1189
 MF1189  HISTORY     - Date     Condition        Report By
 MF1189  HISTORY     - 1934     MONUMENTED       CGS
 MF1189  HISTORY     - 1981     MARK NOT FOUND   USGS
 MF1189  HISTORY     - 19940706 GOOD             USPSQD
 MF1189  HISTORY     - 19990501 GOOD             USPSQD
 MF1189  HISTORY     - 20010925 GOOD             CMT
 MF1189  HISTORY     - 20030219 GOOD             USPSQD
 MF1189  HISTORY     - 20050321 GOOD             USPSQD
 MF1189
 MF1189                          STATION DESCRIPTION
 MF1189
 MF1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1189'1.7 MI SE FROM ROCK FALLS.
 MF1189'1.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF1189'FROM THE STATION AT ROCK FALLS, WHITESIDE COUNTY, AT A ROAD
 MF1189'CROSSING, 45 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 30 FEET
 MF1189'SOUTHWEST OF THE CENTERLINE OF THE TRACKS, 4 FEET SOUTHEST OF A
 MF1189'FENCE CORNER, 2 FEET NORTHEAST OF THE FENCE, AND LEVEL WITH THE
 MF1189'RAIL.  A STANDARD DISK, STAMPED E 48 1934 AND SET IN THE TOP OF A
 MF1189'CONCRETE POST.
 MF1189
 MF1189                          STATION RECOVERY (1981)
 MF1189
 MF1189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MF1189'MARK NOT FOUND.
 MF1189
 MF1189                          STATION RECOVERY (1994)
 MF1189
 MF1189'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1189'RECOVERED IN GOOD CONDITION.
 MF1189
 MF1189                          STATION RECOVERY (1999)
 MF1189
 MF1189'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1189'RECOVERED IN GOOD CONDITION.
 MF1189
 MF1189                          STATION RECOVERY (2001)
 MF1189
 MF1189'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 MF1189'RECOVERED IN GOOD CONDITION.
 MF1189
 MF1189                          STATION RECOVERY (2003)
 MF1189
 MF1189'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MF1189'RECOVERED IN GOOD CONDITION.
 MF1189
 MF1189                          STATION RECOVERY (2005)
 MF1189
 MF1189'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0636 ***********************************************************************
 MF0636  DESIGNATION -  E 49 RESET 1944
 MF0636  PID         -  MF0636
 MF0636  STATE/COUNTY-  IL/LA SALLE
 MF0636  USGS QUAD   -  MENDOTA EAST (1993)
 MF0636
 MF0636                         *CURRENT SURVEY CONTROL
 MF0636  ___________________________________________________________________
 MF0636* NAD 83(1986)-  41 33 35.     (N)    089 04 30.     (W)     SCALED    
 MF0636* NAVD 88     -       224.798  (meters)     737.52   (feet)  ADJUSTED  
 MF0636  ___________________________________________________________________
 MF0636  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0636  DYNAMIC HT  -         224.711 (meters)     737.24  (feet)  COMP
 MF0636  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 MF0636
 MF0636  VERT ORDER  -  FIRST     CLASS II
 MF0636
 MF0636.The horizontal coordinates were scaled from a topographic map and have
 MF0636.an estimated accuracy of +/- 6 seconds.
 MF0636
 MF0636.The orthometric height was determined by differential leveling
 MF0636.and adjusted by the National Geodetic Survey in June 1991..
 MF0636
 MF0636.The geoid height was determined by GEOID03.
 MF0636
 MF0636.The dynamic height is computed by dividing the NAVD 88
 MF0636.geopotential number by the normal gravity value computed on the
 MF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0636.degrees latitude (g = 980.6199 gals.).
 MF0636
 MF0636.The modeled gravity was interpolated from observed gravity values.
 MF0636
 MF0636;                    North         East    Units  Estimated Accuracy
 MF0636;SPC IL E     -   543,470.      238,130.      MT  (+/- 180 meters Scaled)
 MF0636
 MF0636                          SUPERSEDED SURVEY CONTROL
 MF0636
 MF0636  NGVD 29 (??/??/92)  224.831  (m)          737.63   (f) ADJ UNCH    1 2
 MF0636
 MF0636.Superseded values are not recommended for survey control.
 MF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0636.See file dsdata.txt to determine how the superseded data were derived.
 MF0636
 MF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269029(NAD 83)
 MF0636_MARKER: DB = BENCH MARK DISK
 MF0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0636_SP_SET: BRIDGE
 MF0636_STAMPING: E 49 RESET 1944
 MF0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0636+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 MF0636
 MF0636  HISTORY     - Date     Condition        Report By
 MF0636  HISTORY     - 1944     MONUMENTED       CGS
 MF0636  HISTORY     - 19970801 GOOD             USPSQD
 MF0636  HISTORY     - 20020619 GOOD             USPSQD
 MF0636
 MF0636                          STATION DESCRIPTION
 MF0636
 MF0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MF0636'2.1 MI SW FROM MERIDEN.
 MF0636'ABOUT 2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND
 MF0636'QUINCY RAILROAD FROM THE STATION AT MERIDEN, 0.4 MILE SOUTHWEST
 MF0636'OF MILEPOST 80, IN S-26, R-1E, T-36N, 0.35 MILE SOUTHWEST OF
 MF0636'THE CROSSING OF THE GRAVEL ROAD LEADING NORTH TO WELLAND, AT THE
 MF0636'EASTERLY ONE OF TWO SIGNAL BRIDGES, 5.6 FEET NORTHWEST OF THE
 MF0636'NORTHWEST RAIL OF THE NORTHWEST TRACK, IN TOP OF THE EAST
 MF0636'CORNER OF THE EAST-NORTHEAST ONE OF TWO CONCRETE BASES FOR
 MF0636'NORTH-NORTHWEST LEG OF SIGNAL BRIDGE, 8 YARDS SOUTHWEST OF
 MF0636'M.P. 80.40 SIGN, AND ABOUT LEVEL WITH THE TRACK.
 MF0636
 MF0636                          STATION RECOVERY (1997)
 MF0636
 MF0636'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0636'RECOVERED IN GOOD CONDITION.
 MF0636
 MF0636                          STATION RECOVERY (2002)
 MF0636
 MF0636'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0208 ***********************************************************************
 NH0208  DESIGNATION -  E 50
 NH0208  PID         -  NH0208
 NH0208  STATE/COUNTY-  IL/DE KALB
 NH0208  USGS QUAD   -  GENOA (1975)
 NH0208
 NH0208                         *CURRENT SURVEY CONTROL
 NH0208  ___________________________________________________________________
 NH0208* NAD 83(1986)-  42 02 19.     (N)    088 41 52.     (W)     SCALED    
 NH0208* NAVD 88     -       259.707  (meters)     852.06   (feet)  ADJUSTED  
 NH0208  ___________________________________________________________________
 NH0208  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NH0208  DYNAMIC HT  -         259.620 (meters)     851.77  (feet)  COMP
 NH0208  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 NH0208
 NH0208  VERT ORDER  -  SECOND    CLASS 0
 NH0208
 NH0208.The horizontal coordinates were scaled from a topographic map and have
 NH0208.an estimated accuracy of +/- 6 seconds.
 NH0208
 NH0208.The orthometric height was determined by differential leveling
 NH0208.and adjusted by the National Geodetic Survey in June 1991..
 NH0208
 NH0208.The geoid height was determined by GEOID03.
 NH0208
 NH0208.The dynamic height is computed by dividing the NAVD 88
 NH0208.geopotential number by the normal gravity value computed on the
 NH0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0208.degrees latitude (g = 980.6199 gals.).
 NH0208
 NH0208.The modeled gravity was interpolated from observed gravity values.
 NH0208
 NH0208;                    North         East    Units  Estimated Accuracy
 NH0208;SPC IL E     -   596,460.      269,820.      MT  (+/- 180 meters Scaled)
 NH0208
 NH0208                          SUPERSEDED SURVEY CONTROL
 NH0208
 NH0208  NGVD 29 (??/??/92)  259.750  (m)          852.20   (f) ADJ UNCH    2 0
 NH0208
 NH0208.Superseded values are not recommended for survey control.
 NH0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0208.See file dsdata.txt to determine how the superseded data were derived.
 NH0208
 NH0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM594554(NAD 83)
 NH0208_MARKER: DB = BENCH MARK DISK
 NH0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0208_STAMPING: E 50 1934
 NH0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0208+STABILITY: SURFACE MOTION
 NH0208
 NH0208  HISTORY     - Date     Condition        Report By
 NH0208  HISTORY     - 1934     MONUMENTED       CGS
 NH0208  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 NH0208
 NH0208                          STATION DESCRIPTION
 NH0208
 NH0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0208'5.8 MI SE FROM KINGSTON.
 NH0208'1.0 MILE EAST ALONG STATE HIGHWAY 72 FROM THE CROSSROADS AT
 NH0208'KINGSTON, THENCE 4.8 MILES SOUTHEAST ALONG THE OLD ROADBED OF
 NH0208'THE ABANDONED CHICAGO AND NORTH WESTERN RAILWAY, AT A ROAD
 NH0208'CROSSING, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD ROADBED,
 NH0208'30 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET NORTHEAST
 NH0208'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 18 INCHES LOWER THAN THE
 NH0208'OLD ROADBED.  A STANDARD DISK, STAMPED E 50 1934 AND SET IN THE
 NH0208'TOP OF A CONCRETE POST.
 NH0208
 NH0208                          STATION RECOVERY (1996)
 NH0208
 NH0208'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0075 ***********************************************************************
 MG0075  DESIGNATION -  E 52
 MG0075  PID         -  MG0075
 MG0075  STATE/COUNTY-  IL/HENRY
 MG0075  USGS QUAD   -  ATKINSON (1991)
 MG0075
 MG0075                         *CURRENT SURVEY CONTROL
 MG0075  ___________________________________________________________________
 MG0075* NAD 83(1986)-  41 25 53.     (N)    090 03 29.     (W)     SCALED    
 MG0075* NAVD 88     -       188.794  (meters)     619.40   (feet)  ADJUSTED  
 MG0075  ___________________________________________________________________
 MG0075  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0075  DYNAMIC HT  -         188.720 (meters)     619.16  (feet)  COMP
 MG0075  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 MG0075
 MG0075  VERT ORDER  -  SECOND    CLASS 0
 MG0075
 MG0075.The horizontal coordinates were scaled from a topographic map and have
 MG0075.an estimated accuracy of +/- 6 seconds.
 MG0075
 MG0075.The orthometric height was determined by differential leveling
 MG0075.and adjusted by the National Geodetic Survey in June 1991..
 MG0075
 MG0075.The geoid height was determined by GEOID03.
 MG0075
 MG0075.The dynamic height is computed by dividing the NAVD 88
 MG0075.geopotential number by the normal gravity value computed on the
 MG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0075.degrees latitude (g = 980.6199 gals.).
 MG0075
 MG0075.The modeled gravity was interpolated from observed gravity values.
 MG0075
 MG0075;                    North         East    Units  Estimated Accuracy
 MG0075;SPC IL W     -   528,940.      709,080.      MT  (+/- 180 meters Scaled)
 MG0075
 MG0075                          SUPERSEDED SURVEY CONTROL
 MG0075
 MG0075  NGVD 29 (??/??/92)  188.88   (m)          619.7    (f) COMPUTED    2 0
 MG0075
 MG0075.Superseded values are not recommended for survey control.
 MG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0075.See file dsdata.txt to determine how the superseded data were derived.
 MG0075
 MG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF458908(NAD 83)
 MG0075_MARKER: DB = BENCH MARK DISK
 MG0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0075_SP_SET: ABUTMENT
 MG0075_STAMPING: E-52 1934
 MG0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0075
 MG0075  HISTORY     - Date     Condition        Report By
 MG0075  HISTORY     - 1934     MONUMENTED       CGS
 MG0075  HISTORY     - 19391214 MARK NOT FOUND   LOCENG
 MG0075  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 MG0075  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MG0075  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MG0075
 MG0075                          STATION DESCRIPTION
 MG0075
 MG0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0075'2.8 MI W FROM ATKINSON.
 MG0075'DEPOT, ATKINSON, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0075'RAILROAD, AT ROAD CROSSING, 2 POLES EAST OF MILEPOST 154.  SET
 MG0075'ON THE SOUTH END OF THE EAST ABUTMENT OF RAILROAD BRIDGE, 39
 MG0075'FEET EAST OF THE CENTER LINE OF THE ROAD.
 MG0075
 MG0075                          STATION RECOVERY (1939)
 MG0075
 MG0075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 MG0075'MARK NOT FOUND.
 MG0075
 MG0075                          STATION RECOVERY (1996)
 MG0075
 MG0075'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0075'MARK NOT FOUND.
 MG0075
 MG0075                          STATION RECOVERY (2001)
 MG0075
 MG0075'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0075'MARK NOT FOUND.
 MG0075
 MG0075                          STATION RECOVERY (2004)
 MG0075
 MG0075'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0075'CAN'T SEE MARK. RAILROAD HAS COVERED BY TIMBERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0076 ***********************************************************************
 MG0076  DESIGNATION -  E 52 RESET
 MG0076  PID         -  MG0076
 MG0076  STATE/COUNTY-  IL/HENRY
 MG0076  USGS QUAD   -  ATKINSON (1991)
 MG0076
 MG0076                         *CURRENT SURVEY CONTROL
 MG0076  ___________________________________________________________________
 MG0076* NAD 83(1986)-  41 25 54.     (N)    090 03 29.     (W)     SCALED    
 MG0076* NAVD 88     -       189.12   (meters)     620.5    (feet)  RESET     
 MG0076  ___________________________________________________________________
 MG0076  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0076
 MG0076  VERT ORDER  -  THIRD
 MG0076
 MG0076.The horizontal coordinates were scaled from a topographic map and have
 MG0076.an estimated accuracy of +/- 6 seconds.
 MG0076
 MG0076.The orthometric height was computed from unverified reset data.
 MG0076
 MG0076.The geoid height was determined by GEOID03.
 MG0076
 MG0076;                    North         East    Units  Estimated Accuracy
 MG0076;SPC IL W     -   528,970.      709,080.      MT  (+/- 180 meters Scaled)
 MG0076
 MG0076                          SUPERSEDED SURVEY CONTROL
 MG0076
 MG0076.No superseded survey control is available for this station.
 MG0076
 MG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF458908(NAD 83)
 MG0076_MARKER: DD = SURVEY DISK
 MG0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0076_SP_SET: BRIDGE
 MG0076_STAMPING: E 52 1934 RESET 1939
 MG0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0076
 MG0076  HISTORY     - Date     Condition        Report By
 MG0076  HISTORY     - 1939     MONUMENTED       LOCENG
 MG0076  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0076
 MG0076                          STATION DESCRIPTION
 MG0076
 MG0076'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 MG0076'2.8 MI W FROM ATKINSON.
 MG0076'2.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0076'RAILWAY FROM THE STATION AT ATKINSON, HENRY COUNTY, AT MILEAGE
 MG0076'153.9, AT A 2-SPAN DECK PLATE-GIRDER BRIDGE OVER A BACK WALL.
 MG0076
 MG0076                          STATION RECOVERY (1988)
 MG0076
 MG0076'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0050 ***********************************************************************
 MG0050  DESIGNATION -  E 53
 MG0050  PID         -  MG0050
 MG0050  STATE/COUNTY-  IL/HENRY
 MG0050  USGS QUAD   -  COAL VALLEY (1991)
 MG0050
 MG0050                         *CURRENT SURVEY CONTROL
 MG0050  ___________________________________________________________________
 MG0050* NAD 83(1986)-  41 25 36.     (N)    090 22 36.     (W)     SCALED    
 MG0050* NAVD 88     -       193.337  (meters)     634.31   (feet)  ADJUSTED  
 MG0050  ___________________________________________________________________
 MG0050  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0050  DYNAMIC HT  -         193.262 (meters)     634.06  (feet)  COMP
 MG0050  MODELED GRAV-     980,230.9   (mgal)                       NAVD 88
 MG0050
 MG0050  VERT ORDER  -  SECOND    CLASS 0
 MG0050
 MG0050.The horizontal coordinates were scaled from a topographic map and have
 MG0050.an estimated accuracy of +/- 6 seconds.
 MG0050
 MG0050.The orthometric height was determined by differential leveling
 MG0050.and adjusted by the National Geodetic Survey in June 1991..
 MG0050
 MG0050.The geoid height was determined by GEOID03.
 MG0050
 MG0050.The dynamic height is computed by dividing the NAVD 88
 MG0050.geopotential number by the normal gravity value computed on the
 MG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0050.degrees latitude (g = 980.6199 gals.).
 MG0050
 MG0050.The modeled gravity was interpolated from observed gravity values.
 MG0050
 MG0050;                    North         East    Units  Estimated Accuracy
 MG0050;SPC IL W     -   528,430.      682,450.      MT  (+/- 180 meters Scaled)
 MG0050
 MG0050                          SUPERSEDED SURVEY CONTROL
 MG0050
 MG0050  NGVD 29 (??/??/92)  193.418  (m)          634.57   (f) ADJ UNCH    2 0
 MG0050
 MG0050.Superseded values are not recommended for survey control.
 MG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0050.See file dsdata.txt to determine how the superseded data were derived.
 MG0050
 MG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF192894(NAD 83)
 MG0050_MARKER: DB = BENCH MARK DISK
 MG0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0050_STAMPING: E 53 1934
 MG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0050+STABILITY: SURFACE MOTION
 MG0050
 MG0050  HISTORY     - Date     Condition        Report By
 MG0050  HISTORY     - 1934     MONUMENTED       CGS
 MG0050  HISTORY     - 1959     GOOD             NGS
 MG0050  HISTORY     - 19880427 MARK NOT FOUND   USPSQD
 MG0050  HISTORY     - 19960715 MARK NOT FOUND   USPSQD
 MG0050  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0050
 MG0050                          STATION DESCRIPTION
 MG0050
 MG0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0050'1.2 MI N FROM WARNER.
 MG0050'ABOUT 1.2 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0050'RAILROAD FROM THE STATION SIGN AT WARNER, AT A ROAD CROSSING,
 MG0050'43 FEET EAST OF THE EAST RAIL, 30 FEET SOUTH OF THE CENTER
 MG0050'LINE OF THE ROAD, 5 FEET SOUTHWEST OF A FENCE CORNER, ABOUT
 MG0050'3 FEET ABOVE THE LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE
 MG0050'POST PROJECTING 6 INCHES.
 MG0050
 MG0050                          STATION RECOVERY (1988)
 MG0050
 MG0050'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0050'MARK NOT FOUND.
 MG0050
 MG0050                          STATION RECOVERY (1996)
 MG0050
 MG0050'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0050'MARK NOT FOUND.
 MG0050
 MG0050                          STATION RECOVERY (2001)
 MG0050
 MG0050'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0004 ***********************************************************************
 LD0004  DESIGNATION -  E 54
 LD0004  PID         -  LD0004
 LD0004  STATE/COUNTY-  IL/KNOX
 LD0004  USGS QUAD   -  ABINGDON (1982)
 LD0004
 LD0004                         *CURRENT SURVEY CONTROL
 LD0004  ___________________________________________________________________
 LD0004* NAD 83(1986)-  40 52 03.     (N)    090 23 40.     (W)     SCALED    
 LD0004* NAVD 88     -       231.324  (meters)     758.94   (feet)  ADJUSTED  
 LD0004  ___________________________________________________________________
 LD0004  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0004  DYNAMIC HT  -         231.218 (meters)     758.59  (feet)  COMP
 LD0004  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 LD0004
 LD0004  VERT ORDER  -  SECOND    CLASS 0
 LD0004
 LD0004.The horizontal coordinates were scaled from a topographic map and have
 LD0004.an estimated accuracy of +/- 6 seconds.
 LD0004
 LD0004.The orthometric height was determined by differential leveling
 LD0004.and adjusted by the National Geodetic Survey in June 1991..
 LD0004
 LD0004.The geoid height was determined by GEOID03.
 LD0004
 LD0004.The dynamic height is computed by dividing the NAVD 88
 LD0004.geopotential number by the normal gravity value computed on the
 LD0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0004.degrees latitude (g = 980.6199 gals.).
 LD0004
 LD0004.The modeled gravity was interpolated from observed gravity values.
 LD0004
 LD0004;                    North         East    Units  Estimated Accuracy
 LD0004;SPC IL W     -   466,340.      680,800.      MT  (+/- 180 meters Scaled)
 LD0004
 LD0004                          SUPERSEDED SURVEY CONTROL
 LD0004
 LD0004  NGVD 29 (??/??/92)  231.381  (m)          759.12   (f) ADJ UNCH    2 0
 LD0004
 LD0004.Superseded values are not recommended for survey control.
 LD0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0004.See file dsdata.txt to determine how the superseded data were derived.
 LD0004
 LD0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF195273(NAD 83)
 LD0004_MARKER: DB = BENCH MARK DISK
 LD0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0004_STAMPING: E 54 1934
 LD0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0004+STABILITY: SURFACE MOTION
 LD0004
 LD0004  HISTORY     - Date     Condition        Report By
 LD0004  HISTORY     - 1934     MONUMENTED       CGS
 LD0004  HISTORY     - 1935     GOOD             NGS
 LD0004  HISTORY     - 19971112 POOR             USPSQD
 LD0004
 LD0004                          STATION DESCRIPTION
 LD0004
 LD0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0004'4.3 MI S FROM ABINGDON.
 LD0004'4.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0004'FROM THE STATION AT ABINGDON, KNOX COUNTY, ONE POLE SOUTH OF
 LD0004'MILEPOST 168, AT A ROAD CROSSING, 45 FEET WEST OF THE CENTERLINE
 LD0004'OF THE WEST TRACK, 42 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LD0004'AND 18 INCHES EAST OF A FENCE LINE.  A STANDARD DISK, STAMPED E
 LD0004'54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LD0004
 LD0004                          STATION RECOVERY (1997)
 LD0004
 LD0004'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0004'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0368 ***********************************************************************
 LD0368  DESIGNATION -  E 55
 LD0368  PID         -  LD0368
 LD0368  STATE/COUNTY-  IL/MCDONOUGH
 LD0368  USGS QUAD   -  MACOMB (1997)
 LD0368
 LD0368                         *CURRENT SURVEY CONTROL
 LD0368  ___________________________________________________________________
 LD0368* NAD 83(1986)-  40 27 30.     (N)    090 40 15.     (W)     SCALED    
 LD0368* NAVD 88     -       216.425  (meters)     710.05   (feet)  ADJUSTED  
 LD0368  ___________________________________________________________________
 LD0368  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LD0368  DYNAMIC HT  -         216.318 (meters)     709.70  (feet)  COMP
 LD0368  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 LD0368
 LD0368  VERT ORDER  -  SECOND    CLASS 0
 LD0368
 LD0368.The horizontal coordinates were scaled from a topographic map and have
 LD0368.an estimated accuracy of +/- 6 seconds.
 LD0368
 LD0368.The orthometric height was determined by differential leveling
 LD0368.and adjusted by the National Geodetic Survey in June 1991..
 LD0368
 LD0368.The geoid height was determined by GEOID03.
 LD0368
 LD0368.The dynamic height is computed by dividing the NAVD 88
 LD0368.geopotential number by the normal gravity value computed on the
 LD0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0368.degrees latitude (g = 980.6199 gals.).
 LD0368
 LD0368.The modeled gravity was interpolated from observed gravity values.
 LD0368
 LD0368;                    North         East    Units  Estimated Accuracy
 LD0368;SPC IL W     -   421,000.      657,240.      MT  (+/- 180 meters Scaled)
 LD0368
 LD0368                          SUPERSEDED SURVEY CONTROL
 LD0368
 LD0368  NGVD 29 (??/??/92)  216.494  (m)          710.28   (f) ADJ UNCH    2 0
 LD0368
 LD0368.Superseded values are not recommended for survey control.
 LD0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0368.See file dsdata.txt to determine how the superseded data were derived.
 LD0368
 LD0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE974812(NAD 83)
 LD0368_MARKER: DB = BENCH MARK DISK
 LD0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0368_SP_SET: BUILDING
 LD0368_STAMPING: E 55 1935
 LD0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0368
 LD0368  HISTORY     - Date     Condition        Report By
 LD0368  HISTORY     - 1935     MONUMENTED       CGS
 LD0368  HISTORY     - 1944     GOOD             NGS
 LD0368  HISTORY     - 1970     GOOD             NGS
 LD0368  HISTORY     - 20040126 GOOD             USPSQD
 LD0368
 LD0368                          STATION DESCRIPTION
 LD0368
 LD0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LD0368'AT MACOMB.
 LD0368'AT MACOMB, MCDONOUGH  COUNTY, AT THE SOUTHWEST CORNER OF THE
 LD0368'COURTHOUSE, 51 FEET WEST OF THE FRONT (SOUTH) ENTRANCE, AND 3.5
 LD0368'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED E 55 1935 AND
 LD0368'SET VERTICALLY.
 LD0368
 LD0368                          STATION RECOVERY (1970)
 LD0368
 LD0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LD0368'RECOVERED IN GOOD CONDITION.
 LD0368
 LD0368                          STATION RECOVERY (2004)
 LD0368
 LD0368'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 LD0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0327 ***********************************************************************
 LD0327  DESIGNATION -  E 56
 LD0327  PID         -  LD0327
 LD0327  STATE/COUNTY-  IL/SCHUYLER
 LD0327  USGS QUAD   -  BEARDSTOWN (1981)
 LD0327
 LD0327                         *CURRENT SURVEY CONTROL
 LD0327  ___________________________________________________________________
 LD0327* NAD 83(1986)-  40 05 51.     (N)    090 24 36.     (W)     SCALED    
 LD0327* NAVD 88     -       152.378  (meters)     499.93   (feet)  ADJUSTED  
 LD0327  ___________________________________________________________________
 LD0327  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LD0327  DYNAMIC HT  -         152.299 (meters)     499.67  (feet)  COMP
 LD0327  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 LD0327
 LD0327  VERT ORDER  -  SECOND    CLASS 0
 LD0327
 LD0327.The horizontal coordinates were scaled from a topographic map and have
 LD0327.an estimated accuracy of +/- 6 seconds.
 LD0327
 LD0327.The orthometric height was determined by differential leveling
 LD0327.and adjusted by the National Geodetic Survey in June 1991..
 LD0327
 LD0327.The geoid height was determined by GEOID03.
 LD0327
 LD0327.The dynamic height is computed by dividing the NAVD 88
 LD0327.geopotential number by the normal gravity value computed on the
 LD0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0327.degrees latitude (g = 980.6199 gals.).
 LD0327
 LD0327.The modeled gravity was interpolated from observed gravity values.
 LD0327
 LD0327;                    North         East    Units  Estimated Accuracy
 LD0327;SPC IL W     -   380,840.      679,250.      MT  (+/- 180 meters Scaled)
 LD0327
 LD0327                          SUPERSEDED SURVEY CONTROL
 LD0327
 LD0327  NGVD 29 (??/??/92)  152.484  (m)          500.27   (f) ADJ UNCH    2 0
 LD0327
 LD0327.Superseded values are not recommended for survey control.
 LD0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0327.See file dsdata.txt to determine how the superseded data were derived.
 LD0327
 LD0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE207417(NAD 83)
 LD0327_MARKER: DB = BENCH MARK DISK
 LD0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0327_SP_SET: BRIDGE
 LD0327_STAMPING: E 56 1935
 LD0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0327
 LD0327  HISTORY     - Date     Condition        Report By
 LD0327  HISTORY     - 1935     MONUMENTED       CGS
 LD0327
 LD0327                          STATION DESCRIPTION
 LD0327
 LD0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0327'2.1 MI N FROM FREDERICK.
 LD0327'2.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0327'FROM THE UNDERPASS OF STATE HIGHWAY 100 AT FREDERICK, SCHUYLER
 LD0327'COUNTY, 155 FEET NORTHEAST OF MILEPOST 123, AT BRIDGE 123.07, IN
 LD0327'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT, 8 FEET
 LD0327'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 18 INCHES LOWER
 LD0327'THAN THE TRACK.  A STANDARD DISK, STAMPED E 56 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0539 ***********************************************************************
 MF0539  DESIGNATION -  E 7
 MF0539  PID         -  MF0539
 MF0539  STATE/COUNTY-  IL/OGLE
 MF0539  USGS QUAD   -  ROCHELLE (1993)
 MF0539
 MF0539                         *CURRENT SURVEY CONTROL
 MF0539  ___________________________________________________________________
 MF0539* NAD 83(1986)-  41 55 22.     (N)    089 04 11.     (W)     SCALED    
 MF0539* NAVD 88     -       251.469  (meters)     825.03   (feet)  POSTED    
 MF0539  ___________________________________________________________________
 MF0539  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0539  DYNAMIC HT  -         251.380 (meters)     824.74  (feet)  COMP
 MF0539  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 MF0539
 MF0539  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MF0539
 MF0539.The horizontal coordinates were scaled from a topographic map and have
 MF0539.an estimated accuracy of +/- 6 seconds.
 MF0539
 MF0539.The orthometric height was determined by differential leveling
 MF0539.and adjusted by the National Geodetic Survey in 1992..
 MF0539.No vertical observational check was made to the station.
 MF0539.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MF0539.was located on a no-check spur therefore a value was not computed.
 MF0539
 MF0539.The geoid height was determined by GEOID03.
 MF0539
 MF0539.The dynamic height is computed by dividing the NAVD 88
 MF0539.geopotential number by the normal gravity value computed on the
 MF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0539.degrees latitude (g = 980.6199 gals.).
 MF0539
 MF0539.The modeled gravity was interpolated from observed gravity values.
 MF0539
 MF0539;                    North         East    Units  Estimated Accuracy
 MF0539;SPC IL W     -   584,090.      790,990.      MT  (+/- 180 meters Scaled)
 MF0539
 MF0539                          SUPERSEDED SURVEY CONTROL
 MF0539
 MF0539.No superseded survey control is available for this station.
 MF0539
 MF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM283432(NAD 83)
 MF0539_MARKER: DB = BENCH MARK DISK
 MF0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0539_SP_SET: BUILDING
 MF0539_STAMPING: E7 1920
 MF0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0539
 MF0539  HISTORY     - Date     Condition        Report By
 MF0539  HISTORY     - 1920     MONUMENTED       CGS
 MF0539  HISTORY     - 1935     GOOD             NGS
 MF0539  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF0539  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF0539  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF0539
 MF0539                          STATION DESCRIPTION
 MF0539
 MF0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MF0539'AT ROCHELLE.
 MF0539'AT ROCHELLE, OGLE CO., ILL., IN THE SOUTH EAST CORNER OF THE
 MF0539'CENTRAL SCHOOL BUILDING AT THE SOUTHWEST CORNER OF FIFTH AVE. AND
 MF0539'EIGHT ST. A 3-STORY BRICK STRUCTURE FORMERLY USED AS A HIGH
 MF0539'SCHOOL.  A BRASS DISK, 3.6 FEET ABOVE THE SIDEWALK.
 MF0539
 MF0539                          STATION RECOVERY (1996)
 MF0539
 MF0539'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0539'MARK NOT FOUND.
 MF0539
 MF0539                          STATION RECOVERY (2001)
 MF0539
 MF0539'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0539'THIS STATION WAS RE-SET IN 1953
 MF0539
 MF0539                          STATION RECOVERY (2004)
 MF0539
 MF0539'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0540 ***********************************************************************
 MF0540  DESIGNATION -  E 7 RESET 1953
 MF0540  PID         -  MF0540
 MF0540  STATE/COUNTY-  IL/OGLE
 MF0540  USGS QUAD   -  ROCHELLE (1993)
 MF0540
 MF0540                         *CURRENT SURVEY CONTROL
 MF0540  ___________________________________________________________________
 MF0540* NAD 83(1986)-  41 55 22.     (N)    089 04 11.     (W)     SCALED    
 MF0540* NAVD 88     -       250.799  (meters)     822.83   (feet)  ADJUSTED  
 MF0540  ___________________________________________________________________
 MF0540  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0540  DYNAMIC HT  -         250.711 (meters)     822.54  (feet)  COMP
 MF0540  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 MF0540
 MF0540  VERT ORDER  -  FIRST     CLASS I
 MF0540
 MF0540.The horizontal coordinates were scaled from a topographic map and have
 MF0540.an estimated accuracy of +/- 6 seconds.
 MF0540
 MF0540.The orthometric height was determined by differential leveling
 MF0540.and adjusted by the National Geodetic Survey in June 1991..
 MF0540
 MF0540.The geoid height was determined by GEOID03.
 MF0540
 MF0540.The dynamic height is computed by dividing the NAVD 88
 MF0540.geopotential number by the normal gravity value computed on the
 MF0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0540.degrees latitude (g = 980.6199 gals.).
 MF0540
 MF0540.The modeled gravity was interpolated from observed gravity values.
 MF0540
 MF0540;                    North         East    Units  Estimated Accuracy
 MF0540;SPC IL W     -   584,090.      790,990.      MT  (+/- 180 meters Scaled)
 MF0540
 MF0540                          SUPERSEDED SURVEY CONTROL
 MF0540
 MF0540  NGVD 29 (??/??/92)  250.857  (m)          823.02   (f) ADJ UNCH    1 1
 MF0540
 MF0540.Superseded values are not recommended for survey control.
 MF0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0540.See file dsdata.txt to determine how the superseded data were derived.
 MF0540
 MF0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM283432(NAD 83)
 MF0540_MARKER: DB = BENCH MARK DISK
 MF0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0540_SP_SET: STEP
 MF0540_STAMPING: E 7 RESET 1953
 MF0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0540
 MF0540  HISTORY     - Date     Condition        Report By
 MF0540  HISTORY     - 1953     MONUMENTED       CGS
 MF0540  HISTORY     - 1969     GOOD             NGS
 MF0540  HISTORY     - 19960510 GOOD             USPSQD
 MF0540  HISTORY     - 20010721 GOOD             USPSQD
 MF0540  HISTORY     - 20040929 GOOD             USPSQD
 MF0540
 MF0540                          STATION DESCRIPTION
 MF0540
 MF0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0540'0.6 MI NW FROM ROCHELLE.
 MF0540'ABOUT 0.2 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0540'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 0.25 MILE NORTH ALONG
 MF0540'N. 7TH STREET WHICH IS U.S. HIGHWAY 51, THENCE 0.1 MILE WEST ALONG
 MF0540'FOURTH AVENUE, 159 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 MF0540'95 FEET EAST OF THE CENTER LINE OF N. 8TH STREET, SET IN THE TOP
 MF0540'OF THE NORTH END OF THE TOP CONCRETE LANDING FOR THE CONCRETE
 MF0540'STEPS AT THE SOUTHEAST ENTRANCE TO THE CENTRAL SCHOOL, 16 FEET
 MF0540'WEST OF THE SOUTHEAST CORNER OF THE EAST WALL OF THE BUILDING,
 MF0540'8 1/2 FEET NORTH OF THE CENTER OF THE ENTRANCE, AND ABOUT 3 FEET
 MF0540'ABOVE THE LEVEL OF THE STREET.  SEC 24, T40N, R1E
 MF0540
 MF0540                          STATION RECOVERY (1996)
 MF0540
 MF0540'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0540'RECOVERED IN GOOD CONDITION.
 MF0540
 MF0540                          STATION RECOVERY (2001)
 MF0540
 MF0540'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0540'RECOVERED IN GOOD CONDITION.
 MF0540
 MF0540                          STATION RECOVERY (2004)
 MF0540
 MF0540'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0306 ***********************************************************************
 KC0306  DESIGNATION -  E 79
 KC0306  PID         -  KC0306
 KC0306  STATE/COUNTY-  IL/PIKE
 KC0306  USGS QUAD   -  HULL (1993)
 KC0306
 KC0306                         *CURRENT SURVEY CONTROL
 KC0306  ___________________________________________________________________
 KC0306* NAD 83(1986)-  39 42 31.     (N)    091 14 33.     (W)     SCALED    
 KC0306* NAVD 88     -       141.555  (meters)     464.42   (feet)  ADJUSTED  
 KC0306  ___________________________________________________________________
 KC0306  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0306  DYNAMIC HT  -         141.479 (meters)     464.17  (feet)  COMP
 KC0306  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 KC0306
 KC0306  VERT ORDER  -  SECOND    CLASS 0
 KC0306
 KC0306.The horizontal coordinates were scaled from a topographic map and have
 KC0306.an estimated accuracy of +/- 6 seconds.
 KC0306
 KC0306.The orthometric height was determined by differential leveling
 KC0306.and adjusted by the National Geodetic Survey in June 1991..
 KC0306
 KC0306.The geoid height was determined by GEOID03.
 KC0306
 KC0306.The dynamic height is computed by dividing the NAVD 88
 KC0306.geopotential number by the normal gravity value computed on the
 KC0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0306.degrees latitude (g = 980.6199 gals.).
 KC0306
 KC0306.The modeled gravity was interpolated from observed gravity values.
 KC0306
 KC0306;                    North         East    Units  Estimated Accuracy
 KC0306;SPC IL W     -   338,190.      607,750.      MT  (+/- 180 meters Scaled)
 KC0306
 KC0306                          SUPERSEDED SURVEY CONTROL
 KC0306
 KC0306  NGVD 29 (??/??/92)  141.631  (m)          464.67   (f) ADJ UNCH    2 0
 KC0306
 KC0306.Superseded values are not recommended for survey control.
 KC0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0306.See file dsdata.txt to determine how the superseded data were derived.
 KC0306
 KC0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD506968(NAD 83)
 KC0306_MARKER: DB = BENCH MARK DISK
 KC0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0306_STAMPING: E 79 1935
 KC0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0306+STABILITY: SURFACE MOTION
 KC0306
 KC0306  HISTORY     - Date     Condition        Report By
 KC0306  HISTORY     - 1935     MONUMENTED       CGS
 KC0306  HISTORY     - 1970     POOR             USGS
 KC0306
 KC0306                          STATION DESCRIPTION
 KC0306
 KC0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0306'1.8 MI W FROM HULLS.
 KC0306'1.8 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0306'HULLS, PIKE COUNTY, AT MILEAGE 507.7, 16 FEET WEST OF THE CENTER
 KC0306'OF A GRADE CROSSING, 7 FEET NORTH OF THE NORTH RAIL, AND 2-1/2
 KC0306'FEET WEST AND ONE FOOT SOUTH OF A CROSSING-WARNING SIGN.  A
 KC0306'STANDARD DISK, STAMPED E 79 1935 AND SET IN THE TOP OF A CONCRETE
 KC0306'POST.  NOTE-- MARK IS SLIGHTLY TILTED FROM BEING HIT.
 KC0306
 KC0306                          STATION RECOVERY (1970)
 KC0306
 KC0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KC0306'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0758 ***********************************************************************
 KB0758  DESIGNATION -  E 8 RESET 1940
 KB0758  PID         -  KB0758
 KB0758  STATE/COUNTY-  IL/CHRISTIAN
 KB0758  USGS QUAD   -  PANA (1982)
 KB0758
 KB0758                         *CURRENT SURVEY CONTROL
 KB0758  ___________________________________________________________________
 KB0758* NAD 83(1986)-  39 23 21.     (N)    089 04 53.     (W)     SCALED    
 KB0758* NAVD 88     -       213.947  (meters)     701.92   (feet)  ADJUSTED  
 KB0758  ___________________________________________________________________
 KB0758  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0758  DYNAMIC HT  -         213.819 (meters)     701.50  (feet)  COMP
 KB0758  MODELED GRAV-     980,023.2   (mgal)                       NAVD 88
 KB0758
 KB0758  VERT ORDER  -  FIRST     CLASS I
 KB0758
 KB0758.The horizontal coordinates were scaled from a topographic map and have
 KB0758.an estimated accuracy of +/- 6 seconds.
 KB0758
 KB0758.The orthometric height was determined by differential leveling
 KB0758.and adjusted by the National Geodetic Survey in June 1991..
 KB0758
 KB0758.The geoid height was determined by GEOID03.
 KB0758
 KB0758.The dynamic height is computed by dividing the NAVD 88
 KB0758.geopotential number by the normal gravity value computed on the
 KB0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0758.degrees latitude (g = 980.6199 gals.).
 KB0758
 KB0758.The modeled gravity was interpolated from observed gravity values.
 KB0758
 KB0758;                    North         East    Units  Estimated Accuracy
 KB0758;SPC IL W     -   302,730.      793,490.      MT  (+/- 180 meters Scaled)
 KB0758
 KB0758                          SUPERSEDED SURVEY CONTROL
 KB0758
 KB0758  NGVD 29 (??/??/92)  214.025  (m)          702.18   (f) ADJ UNCH    1 1
 KB0758
 KB0758.Superseded values are not recommended for survey control.
 KB0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0758.See file dsdata.txt to determine how the superseded data were derived.
 KB0758
 KB0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ207620(NAD 83)
 KB0758_MARKER: DB = BENCH MARK DISK
 KB0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0758_SP_SET: BUILDING
 KB0758_STAMPING: E 180 RESET 1940
 KB0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0758
 KB0758  HISTORY     - Date     Condition        Report By
 KB0758  HISTORY     - 1940     MONUMENTED       CGS
 KB0758  HISTORY     - 1969     GOOD             NGS
 KB0758  HISTORY     - 1976     GOOD             NGS
 KB0758
 KB0758                          STATION DESCRIPTION
 KB0758
 KB0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0758'0.2 MI SE FROM PANA.
 KB0758'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0758'THE RAILROAD SWITCH CONTROL TOWER AT PANA, THENCE 0.1 MILE
 KB0758'EAST ALONG E. SECOND STREET, 120 FEET SOUTH OF THE SOUTH CURB
 KB0758'OF THE STREET, 10 1/2 FEET EAST OF THE EAST CURB OF SOUTH
 KB0758'LOCUST STREET, SET VERTICALLY IN THE WEST STONE FACE OF THE SOUTH
 KB0758'LOCUST STREET ENTRANCE TO A BUILDING WHICH WAS FORMERLY OCCUPIED
 KB0758'BY THE FIRST NATIONAL BANK, 1.2 FEET SOUTH OF THE NORTH EDGE OF
 KB0758'THE STONE FACE, 9 FEET SOUTH OF THE CENTER OF THE ENTRANCE, 2
 KB0758'FEET ABOVE THE SIDEWALK, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 KB0758'SOUTH LOCUST STREET.  SEC 21, T11N, R1E.
 KB0758
 KB0758                          STATION RECOVERY (1976)
 KB0758
 KB0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0214 ***********************************************************************
 KC0214  DESIGNATION -  E 80
 KC0214  PID         -  KC0214
 KC0214  STATE/COUNTY-  IL/SCOTT
 KC0214  USGS QUAD   -  MEREDOSIA (1980)
 KC0214
 KC0214                         *CURRENT SURVEY CONTROL
 KC0214  ___________________________________________________________________
 KC0214* NAD 83(1986)-  39 45 11.     (N)    090 36 26.     (W)     SCALED    
 KC0214* NAVD 88     -       132.427  (meters)     434.47   (feet)  ADJUSTED  
 KC0214  ___________________________________________________________________
 KC0214  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KC0214  DYNAMIC HT  -         132.355 (meters)     434.23  (feet)  COMP
 KC0214  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 KC0214
 KC0214  VERT ORDER  -  SECOND    CLASS 0
 KC0214
 KC0214.The horizontal coordinates were scaled from a topographic map and have
 KC0214.an estimated accuracy of +/- 6 seconds.
 KC0214
 KC0214.The orthometric height was determined by differential leveling
 KC0214.and adjusted by the National Geodetic Survey in June 1991..
 KC0214
 KC0214.The geoid height was determined by GEOID03.
 KC0214
 KC0214.The dynamic height is computed by dividing the NAVD 88
 KC0214.geopotential number by the normal gravity value computed on the
 KC0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0214.degrees latitude (g = 980.6199 gals.).
 KC0214
 KC0214.The modeled gravity was interpolated from observed gravity values.
 KC0214
 KC0214;                    North         East    Units  Estimated Accuracy
 KC0214;SPC IL W     -   342,660.      662,250.      MT  (+/- 180 meters Scaled)
 KC0214
 KC0214                          SUPERSEDED SURVEY CONTROL
 KC0214
 KC0214  NGVD 29 (??/??/92)  132.539  (m)          434.84   (f) ADJ UNCH    2 0
 KC0214
 KC0214.Superseded values are not recommended for survey control.
 KC0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0214.See file dsdata.txt to determine how the superseded data were derived.
 KC0214
 KC0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE049030(NAD 83)
 KC0214_MARKER: DB = BENCH MARK DISK
 KC0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0214_STAMPING: E 80 1935
 KC0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0214+STABILITY: SURFACE MOTION
 KC0214
 KC0214  HISTORY     - Date     Condition        Report By
 KC0214  HISTORY     - 1935     MONUMENTED       CGS
 KC0214  HISTORY     - 1944     GOOD             NGS
 KC0214  HISTORY     - 1976     MARK NOT FOUND   USGS
 KC0214
 KC0214                          STATION DESCRIPTION
 KC0214
 KC0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KC0214'AT NAPLES.
 KC0214'AT NAPLES, SCOTT COUNTY, ON THE WABASH RAILWAY, 8 RAILS WEST OF
 KC0214'THE STATION, AT MILEPOST 469.6, 50 FEET NORTH OF THE CENTERLINE
 KC0214'OF THE TRACK, AND IN THE SOUTH SIDE OF THE PARK.  A STANDARD
 KC0214'DISK, STAMPED E 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0214
 KC0214                          STATION RECOVERY (1976)
 KC0214
 KC0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KC0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0628 ***********************************************************************
 KB0628  DESIGNATION -  E 82
 KB0628  PID         -  KB0628
 KB0628  STATE/COUNTY-  IL/MOULTRIE
 KB0628  USGS QUAD   -  SULLIVAN (1983)
 KB0628
 KB0628                         *CURRENT SURVEY CONTROL
 KB0628  ___________________________________________________________________
 KB0628* NAD 83(1986)-  39 31 16.     (N)    088 35 40.     (W)     SCALED    
 KB0628* NAVD 88     -       194.056  (meters)     636.67   (feet)  ADJUSTED  
 KB0628  ___________________________________________________________________
 KB0628  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB0628  DYNAMIC HT  -         193.946 (meters)     636.30  (feet)  COMP
 KB0628  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 KB0628
 KB0628  VERT ORDER  -  SECOND    CLASS 0
 KB0628
 KB0628.The horizontal coordinates were scaled from a topographic map and have
 KB0628.an estimated accuracy of +/- 6 seconds.
 KB0628
 KB0628.The orthometric height was determined by differential leveling
 KB0628.and adjusted by the National Geodetic Survey in June 1991..
 KB0628
 KB0628.The geoid height was determined by GEOID03.
 KB0628
 KB0628.The dynamic height is computed by dividing the NAVD 88
 KB0628.geopotential number by the normal gravity value computed on the
 KB0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0628.degrees latitude (g = 980.6199 gals.).
 KB0628
 KB0628.The modeled gravity was interpolated from observed gravity values.
 KB0628
 KB0628;                    North         East    Units  Estimated Accuracy
 KB0628;SPC IL E     -   316,860.      277,550.      MT  (+/- 180 meters Scaled)
 KB0628
 KB0628                          SUPERSEDED SURVEY CONTROL
 KB0628
 KB0628  NGVD 29 (??/??/92)  194.132  (m)          636.91   (f) ADJ UNCH    2 0
 KB0628
 KB0628.Superseded values are not recommended for survey control.
 KB0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0628.See file dsdata.txt to determine how the superseded data were derived.
 KB0628
 KB0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ629758(NAD 83)
 KB0628_MARKER: DB = BENCH MARK DISK
 KB0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0628_STAMPING: E 82 1935
 KB0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0628+STABILITY: SURFACE MOTION
 KB0628
 KB0628  HISTORY     - Date     Condition        Report By
 KB0628  HISTORY     - 1935     MONUMENTED       CGS
 KB0628  HISTORY     - 1981     MARK NOT FOUND   USGS
 KB0628
 KB0628                          STATION DESCRIPTION
 KB0628
 KB0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0628'0.2 MI N FROM BRUCE.
 KB0628'0.2 MILE NORTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 KB0628'BRUCE, MOULTRIE COUNTY, 40 FEET NORTH OF A ROAD CROSSING, AND
 KB0628'30 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED E 82 1935
 KB0628'AND SET IN THE TOP OF A CONCRETE POST.
 KB0628
 KB0628                          STATION RECOVERY (1981)
 KB0628
 KB0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KB0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0002 ***********************************************************************
 JB0002  DESIGNATION -  E 84
 JB0002  PID         -  JB0002
 JB0002  STATE/COUNTY-  IL/WAYNE
 JB0002  USGS QUAD   -  CISNE (1970)
 JB0002
 JB0002                         *CURRENT SURVEY CONTROL
 JB0002  ___________________________________________________________________
 JB0002* NAD 83(1986)-  38 30 56.     (N)    088 26 14.     (W)     SCALED    
 JB0002* NAVD 88     -       139.886  (meters)     458.94   (feet)  ADJUSTED  
 JB0002  ___________________________________________________________________
 JB0002  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JB0002  DYNAMIC HT  -         139.799 (meters)     458.66  (feet)  COMP
 JB0002  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 JB0002
 JB0002  VERT ORDER  -  SECOND    CLASS 0
 JB0002
 JB0002.The horizontal coordinates were scaled from a topographic map and have
 JB0002.an estimated accuracy of +/- 6 seconds.
 JB0002
 JB0002.The orthometric height was determined by differential leveling
 JB0002.and adjusted by the National Geodetic Survey in June 1991..
 JB0002
 JB0002.The geoid height was determined by GEOID03.
 JB0002
 JB0002.The dynamic height is computed by dividing the NAVD 88
 JB0002.geopotential number by the normal gravity value computed on the
 JB0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0002.degrees latitude (g = 980.6199 gals.).
 JB0002
 JB0002.The modeled gravity was interpolated from observed gravity values.
 JB0002
 JB0002;                    North         East    Units  Estimated Accuracy
 JB0002;SPC IL E     -   205,210.      290,940.      MT  (+/- 180 meters Scaled)
 JB0002
 JB0002                          SUPERSEDED SURVEY CONTROL
 JB0002
 JB0002  NGVD 29 (??/??/92)  140.003  (m)          459.33   (f) ADJ UNCH    2 0
 JB0002
 JB0002.Superseded values are not recommended for survey control.
 JB0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0002.See file dsdata.txt to determine how the superseded data were derived.
 JB0002
 JB0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH747639(NAD 83)
 JB0002_MARKER: DB = BENCH MARK DISK
 JB0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0002_STAMPING: E 84 1935
 JB0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0002+STABILITY: SURFACE MOTION
 JB0002
 JB0002  HISTORY     - Date     Condition        Report By
 JB0002  HISTORY     - 1935     MONUMENTED       CGS
 JB0002  HISTORY     - 1966     MARK NOT FOUND   USGS
 JB0002
 JB0002                          STATION DESCRIPTION
 JB0002
 JB0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0002'AT CISNE.
 JB0002'AT CISNE, WAYNE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, 23
 JB0002'RAILS NORTH OF THE STATION, 3 RAILS SOUTH OF A STREET CROSSING,
 JB0002'20 FEET EAST OF THE MAIN TRACK, AND 45 FEET WEST OF A CURVE IN
 JB0002'U.S. HIGHWAY 45.  A STANDARD DISK, STAMPED E 84 1935 AND SET IN THE
 JB0002'TOP OF A CONCRETE POST.
 JB0002
 JB0002                          STATION RECOVERY (1966)
 JB0002
 JB0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JB0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0139 ***********************************************************************
 JB0139  DESIGNATION -  E 85
 JB0139  PID         -  JB0139
 JB0139  STATE/COUNTY-  IL/WHITE
 JB0139  USGS QUAD   -  ENFIELD (1974)
 JB0139
 JB0139                         *CURRENT SURVEY CONTROL
 JB0139  ___________________________________________________________________
 JB0139* NAD 83(1986)-  38 00 34.     (N)    088 20 09.     (W)     SCALED    
 JB0139* NAVD 88     -       122.569  (meters)     402.13   (feet)  ADJUSTED  
 JB0139  ___________________________________________________________________
 JB0139  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB0139  DYNAMIC HT  -         122.486 (meters)     401.86  (feet)  COMP
 JB0139  MODELED GRAV-     979,949.7   (mgal)                       NAVD 88
 JB0139
 JB0139  VERT ORDER  -  SECOND    CLASS 0
 JB0139
 JB0139.The horizontal coordinates were scaled from a topographic map and have
 JB0139.an estimated accuracy of +/- 6 seconds.
 JB0139
 JB0139.The orthometric height was determined by differential leveling
 JB0139.and adjusted by the National Geodetic Survey in June 1991..
 JB0139
 JB0139.The geoid height was determined by GEOID03.
 JB0139
 JB0139.The dynamic height is computed by dividing the NAVD 88
 JB0139.geopotential number by the normal gravity value computed on the
 JB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0139.degrees latitude (g = 980.6199 gals.).
 JB0139
 JB0139.The modeled gravity was interpolated from observed gravity values.
 JB0139
 JB0139;                    North         East    Units  Estimated Accuracy
 JB0139;SPC IL E     -   149,020.      299,780.      MT  (+/- 180 meters Scaled)
 JB0139
 JB0139                          SUPERSEDED SURVEY CONTROL
 JB0139
 JB0139  NGVD 29 (??/??/92)  122.677  (m)          402.48   (f) ADJ UNCH    2 0
 JB0139
 JB0139.Superseded values are not recommended for survey control.
 JB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0139.See file dsdata.txt to determine how the superseded data were derived.
 JB0139
 JB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH827077(NAD 83)
 JB0139_MARKER: DB = BENCH MARK DISK
 JB0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0139_STAMPING: E 85 1935
 JB0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0139+STABILITY: SURFACE MOTION
 JB0139
 JB0139  HISTORY     - Date     Condition        Report By
 JB0139  HISTORY     - 1935     MONUMENTED       CGS
 JB0139  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB0139
 JB0139                          STATION DESCRIPTION
 JB0139
 JB0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0139'2 MI N FROM NORRIS CITY.
 JB0139'2.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0139'STATION AT NORRIS CITY, WHITE COUNTY, 3-1/2 POLES SOUTH OF
 JB0139'MILEPOST S 28, 40 FEET EAST OF THE TRACK, AND 40 FEET WEST OF
 JB0139'U.S. HIGHWAY 45.  A STANDARD DISK, STAMPED E 85 1935 AND SET IN
 JB0139'THE TOP OF A CONCRETE POST.
 JB0139
 JB0139                          STATION RECOVERY (1974)
 JB0139
 JB0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0271 ***********************************************************************
 KB0271  DESIGNATION -  E 86
 KB0271  PID         -  KB0271
 KB0271  STATE/COUNTY-  IL/CUMBERLAND
 KB0271  USGS QUAD   -  UNION CENTER (1984)
 KB0271
 KB0271                         *CURRENT SURVEY CONTROL
 KB0271  ___________________________________________________________________
 KB0271* NAD 83(1986)-  39 16 11.     (N)    088 04 54.     (W)     SCALED    
 KB0271* NAVD 88     -       184.705  (meters)     605.99   (feet)  ADJUSTED  
 KB0271  ___________________________________________________________________
 KB0271  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0271  DYNAMIC HT  -         184.597 (meters)     605.63  (feet)  COMP
 KB0271  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 KB0271
 KB0271  VERT ORDER  -  SECOND    CLASS 0
 KB0271
 KB0271.The horizontal coordinates were scaled from a topographic map and have
 KB0271.an estimated accuracy of +/- 6 seconds.
 KB0271
 KB0271.The orthometric height was determined by differential leveling
 KB0271.and adjusted by the National Geodetic Survey in June 1991..
 KB0271
 KB0271.The geoid height was determined by GEOID03.
 KB0271
 KB0271.The dynamic height is computed by dividing the NAVD 88
 KB0271.geopotential number by the normal gravity value computed on the
 KB0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0271.degrees latitude (g = 980.6199 gals.).
 KB0271
 KB0271.The modeled gravity was interpolated from observed gravity values.
 KB0271
 KB0271;                    North         East    Units  Estimated Accuracy
 KB0271;SPC IL E     -   288,950.      321,720.      MT  (+/- 180 meters Scaled)
 KB0271
 KB0271                          SUPERSEDED SURVEY CONTROL
 KB0271
 KB0271  NGVD 29 (??/??/92)  184.77   (m)          606.2    (f) COMPUTED    2 0
 KB0271
 KB0271.Superseded values are not recommended for survey control.
 KB0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0271.See file dsdata.txt to determine how the superseded data were derived.
 KB0271
 KB0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ066472(NAD 83)
 KB0271_MARKER: DB = BENCH MARK DISK
 KB0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0271_STAMPING: E 86 1935
 KB0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0271+STABILITY: SURFACE MOTION
 KB0271
 KB0271  HISTORY     - Date     Condition        Report By
 KB0271  HISTORY     - 1935     MONUMENTED       CGS
 KB0271  HISTORY     - 1959     MARK NOT FOUND   NGS
 KB0271  HISTORY     - 20050214 MARK NOT FOUND   ILDT
 KB0271
 KB0271                          STATION DESCRIPTION
 KB0271
 KB0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KB0271'5.1 MI SW FROM CASEY.
 KB0271'IN CUMBERLAND COUNTY, 5.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA
 KB0271'RAILROAD FROM THE STATION AT CASEY, CLARK COUNTY, 0.3 MILE WEST
 KB0271'OF MILEPOST 113 ABOUT 100 YARDS SOUTH OF A BRICK SCHOOLHOUSE, 40
 KB0271'FEET WEST OF A ROAD CROSSING AND 40 FEET NORTH OF THE TRACK.  A
 KB0271'STANDARD DISK, STAMPED E 86 1935 AND SET IN THE TOP OF A CONCRETE
 KB0271'POST.  NOTE-- A THOROUGH SEARCH WAS MADE FOR THIS MARK WHICH
 KB0271'CONSISTED OF DIGGING AND PROBING.
 KB0271
 KB0271                          STATION RECOVERY (2005)
 KB0271
 KB0271'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0162 ***********************************************************************
 KB0162  DESIGNATION -  E 87
 KB0162  PID         -  KB0162
 KB0162  STATE/COUNTY-  IL/COLES
 KB0162  USGS QUAD   -  CHARLESTON SOUTH (1984)
 KB0162
 KB0162                         *CURRENT SURVEY CONTROL
 KB0162  ___________________________________________________________________
 KB0162* NAD 83(1986)-  39 29 56.     (N)    088 11 24.     (W)     SCALED    
 KB0162* NAVD 88     -       201.746  (meters)     661.89   (feet)  ADJUSTED  
 KB0162  ___________________________________________________________________
 KB0162  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0162  DYNAMIC HT  -         201.632 (meters)     661.52  (feet)  COMP
 KB0162  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KB0162
 KB0162  VERT ORDER  -  SECOND    CLASS 0
 KB0162
 KB0162.The horizontal coordinates were scaled from a topographic map and have
 KB0162.an estimated accuracy of +/- 6 seconds.
 KB0162
 KB0162.The orthometric height was determined by differential leveling
 KB0162.and adjusted by the National Geodetic Survey in June 1991..
 KB0162
 KB0162.The geoid height was determined by GEOID03.
 KB0162
 KB0162.The dynamic height is computed by dividing the NAVD 88
 KB0162.geopotential number by the normal gravity value computed on the
 KB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0162.degrees latitude (g = 980.6199 gals.).
 KB0162
 KB0162.The modeled gravity was interpolated from observed gravity values.
 KB0162
 KB0162;                    North         East    Units  Estimated Accuracy
 KB0162;SPC IL E     -   314,370.      312,330.      MT  (+/- 180 meters Scaled)
 KB0162
 KB0162                          SUPERSEDED SURVEY CONTROL
 KB0162
 KB0162  NGVD 29 (??/??/92)  201.799  (m)          662.07   (f) ADJ UNCH    2 0
 KB0162
 KB0162.Superseded values are not recommended for survey control.
 KB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0162.See file dsdata.txt to determine how the superseded data were derived.
 KB0162
 KB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ976728(NAD 83)
 KB0162_MARKER: DB = BENCH MARK DISK
 KB0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0162_STAMPING: E 87 1935
 KB0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0162+STABILITY: SURFACE MOTION
 KB0162
 KB0162  HISTORY     - Date     Condition        Report By
 KB0162  HISTORY     - 1935     MONUMENTED       CGS
 KB0162  HISTORY     - 1956     GOOD             NGS
 KB0162  HISTORY     - 1973     MARK NOT FOUND   NGS
 KB0162  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0162  HISTORY     - 20050302 MARK NOT FOUND   ILDT
 KB0162
 KB0162                          STATION DESCRIPTION
 KB0162
 KB0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0162'0.7 MI W FROM CHARLESTON.
 KB0162'ABOUT 0.7 MILE WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KB0162'ST. LOUIS RAILWAY FROM THE STATION AT CHARLESTON, ABOUT 70 YARDS
 KB0162'WEST OF CENTER OF CROSSING OF MAIN TRACK AND STATE HIGHWAY 16,
 KB0162'29 FEET NORTH OF NORTH RAIL OF A SIDE TRACK, 45.3 FEET NORTH OF
 KB0162'NORTH RAIL OF MAIN TRACK, 19 1/2 FEET EAST-NORTHEAST OF TELEPHONE
 KB0162'POLE NO. 118/11, 35 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY 16,
 KB0162'1.8 FEET SOUTH OF END POST OF RAILROAD R/W FENCE, 95 1/2 FEET
 KB0162'WEST-NORTHWEST OF CROSSING WARNING SIGNAL, ABOUT LEVEL WITH TRACK
 KB0162'AND HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KB0162'INCHES.
 KB0162
 KB0162                          STATION RECOVERY (1973)
 KB0162
 KB0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0162'MARK NOT FOUND.
 KB0162
 KB0162                          STATION RECOVERY (1982)
 KB0162
 KB0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0162'MARK NOT FOUND.
 KB0162
 KB0162                          STATION RECOVERY (2005)
 KB0162
 KB0162'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0466 ***********************************************************************
 KB0466  DESIGNATION -  E 88
 KB0466  PID         -  KB0466
 KB0466  STATE/COUNTY-  IL/SHELBY
 KB0466  USGS QUAD   -  TOWER HILL (1981)
 KB0466
 KB0466                         *CURRENT SURVEY CONTROL
 KB0466  ___________________________________________________________________
 KB0466* NAD 83(1986)-  39 23 17.     (N)    088 55 03.     (W)     SCALED    
 KB0466* NAVD 88     -       192.565  (meters)     631.77   (feet)  ADJUSTED  
 KB0466  ___________________________________________________________________
 KB0466  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB0466  DYNAMIC HT  -         192.453 (meters)     631.41  (feet)  COMP
 KB0466  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 KB0466
 KB0466  VERT ORDER  -  SECOND    CLASS 0
 KB0466
 KB0466.The horizontal coordinates were scaled from a topographic map and have
 KB0466.an estimated accuracy of +/- 6 seconds.
 KB0466
 KB0466.The orthometric height was determined by differential leveling
 KB0466.and adjusted by the National Geodetic Survey in June 1991..
 KB0466
 KB0466.The geoid height was determined by GEOID03.
 KB0466
 KB0466.The dynamic height is computed by dividing the NAVD 88
 KB0466.geopotential number by the normal gravity value computed on the
 KB0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0466.degrees latitude (g = 980.6199 gals.).
 KB0466
 KB0466.The modeled gravity was interpolated from observed gravity values.
 KB0466
 KB0466;                    North         East    Units  Estimated Accuracy
 KB0466;SPC IL E     -   302,220.      249,670.      MT  (+/- 180 meters Scaled)
 KB0466
 KB0466                          SUPERSEDED SURVEY CONTROL
 KB0466
 KB0466  NGVD 29 (??/??/92)  192.654  (m)          632.07   (f) ADJ UNCH    2 0
 KB0466
 KB0466.Superseded values are not recommended for survey control.
 KB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0466.See file dsdata.txt to determine how the superseded data were derived.
 KB0466
 KB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ348615(NAD 83)
 KB0466_MARKER: DB = BENCH MARK DISK
 KB0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0466_STAMPING: E 88 1935
 KB0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0466+STABILITY: SURFACE MOTION
 KB0466
 KB0466  HISTORY     - Date     Condition        Report By
 KB0466  HISTORY     - 1935     MONUMENTED       CGS
 KB0466  HISTORY     - 1973     MARK NOT FOUND   ILDT
 KB0466  HISTORY     - 1979     MARK NOT FOUND   USGS
 KB0466  HISTORY     - 20041118 MARK NOT FOUND   ILDT
 KB0466
 KB0466                          STATION DESCRIPTION
 KB0466
 KB0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0466'7 MI W FROM SHELBYVILLE.
 KB0466'7.0 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO, AND
 KB0466'ST. LOUIS RAILWAY FROM THE STATION AT SHELBYVILLE, SHELBY COUNTY,
 KB0466'AT POLE 158/15, 40 FEET EAST OF A ROAD CROSSING, 40 FEET SOUTH
 KB0466'OF THE TRACK, AND AT THE EDGE OF A CUT.  A STANDARD DISK, STAMPED
 KB0466'E 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0466
 KB0466                          STATION RECOVERY (1973)
 KB0466
 KB0466'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0466'MARK NOT FOUND.
 KB0466
 KB0466                          STATION RECOVERY (1979)
 KB0466
 KB0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KB0466'MARK NOT FOUND.
 KB0466
 KB0466                          STATION RECOVERY (2004)
 KB0466
 KB0466'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0504 ***********************************************************************
 KB0504  DESIGNATION -  E 89
 KB0504  PID         -  KB0504
 KB0504  STATE/COUNTY-  IL/EFFINGHAM
 KB0504  USGS QUAD   -  ALTAMONT EAST (1985)
 KB0504
 KB0504                         *CURRENT SURVEY CONTROL
 KB0504  ___________________________________________________________________
 KB0504* NAD 83(1986)-  39 05 10.     (N)    088 39 23.     (W)     SCALED    
 KB0504* NAVD 88     -       181.075  (meters)     594.08   (feet)  ADJUSTED  
 KB0504  ___________________________________________________________________
 KB0504  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0504  DYNAMIC HT  -         180.965 (meters)     593.72  (feet)  COMP
 KB0504  MODELED GRAV-     980,017.9   (mgal)                       NAVD 88
 KB0504
 KB0504  VERT ORDER  -  SECOND    CLASS 0
 KB0504
 KB0504.The horizontal coordinates were scaled from a topographic map and have
 KB0504.an estimated accuracy of +/- 6 seconds.
 KB0504
 KB0504.The orthometric height was determined by differential leveling
 KB0504.and adjusted by the National Geodetic Survey in June 1991..
 KB0504
 KB0504.The geoid height was determined by GEOID03.
 KB0504
 KB0504.The dynamic height is computed by dividing the NAVD 88
 KB0504.geopotential number by the normal gravity value computed on the
 KB0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0504.degrees latitude (g = 980.6199 gals.).
 KB0504
 KB0504.The modeled gravity was interpolated from observed gravity values.
 KB0504
 KB0504;                    North         East    Units  Estimated Accuracy
 KB0504;SPC IL E     -   268,590.      272,050.      MT  (+/- 180 meters Scaled)
 KB0504
 KB0504                          SUPERSEDED SURVEY CONTROL
 KB0504
 KB0504  NGVD 29 (??/??/92)  181.179  (m)          594.42   (f) ADJ UNCH    2 0
 KB0504
 KB0504.Superseded values are not recommended for survey control.
 KB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0504.See file dsdata.txt to determine how the superseded data were derived.
 KB0504
 KB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ567276(NAD 83)
 KB0504_MARKER: DB = BENCH MARK DISK
 KB0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0504_STAMPING: E 89 1935
 KB0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0504+STABILITY: SURFACE MOTION
 KB0504
 KB0504  HISTORY     - Date     Condition        Report By
 KB0504  HISTORY     - 1935     MONUMENTED       CGS
 KB0504  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0504
 KB0504                          STATION DESCRIPTION
 KB0504
 KB0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0504'5.4 MI E FROM ALTAMONT.
 KB0504'5.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KB0504'AT ALTAMONT, EFFINGHAM COUNTY, 11 RAILS EAST OF MILEPOST 147,
 KB0504'AT A ROAD CROSSING, 55 FEET SOUTH OF THE SOUTH TRACK, 22 FEET
 KB0504'EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET NORTH OF THE
 KB0504'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 89 1935 AND SET
 KB0504'IN THE TOP OF A CONCRETE POST.
 KB0504
 KB0504                          STATION RECOVERY (1983)
 KB0504
 KB0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0137 ***********************************************************************
 JB0137  DESIGNATION -  E 90
 JB0137  PID         -  JB0137
 JB0137  STATE/COUNTY-  IL/JASPER
 JB0137  USGS QUAD   -  STE MARIE (1985)
 JB0137
 JB0137                         *CURRENT SURVEY CONTROL
 JB0137  ___________________________________________________________________
 JB0137* NAD 83(1986)-  38 59 56.     (N)    088 02 14.     (W)     SCALED    
 JB0137* NAVD 88     -       153.053  (meters)     502.14   (feet)  ADJUSTED  
 JB0137  ___________________________________________________________________
 JB0137  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JB0137  DYNAMIC HT  -         152.963 (meters)     501.85  (feet)  COMP
 JB0137  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 JB0137
 JB0137  VERT ORDER  -  SECOND    CLASS 0
 JB0137
 JB0137.The horizontal coordinates were scaled from a topographic map and have
 JB0137.an estimated accuracy of +/- 6 seconds.
 JB0137
 JB0137.The orthometric height was determined by differential leveling
 JB0137.and adjusted by the National Geodetic Survey in June 1991..
 JB0137
 JB0137.The geoid height was determined by GEOID03.
 JB0137
 JB0137.The dynamic height is computed by dividing the NAVD 88
 JB0137.geopotential number by the normal gravity value computed on the
 JB0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0137.degrees latitude (g = 980.6199 gals.).
 JB0137
 JB0137.The modeled gravity was interpolated from observed gravity values.
 JB0137
 JB0137;                    North         East    Units  Estimated Accuracy
 JB0137;SPC IL E     -   258,900.      325,650.      MT  (+/- 180 meters Scaled)
 JB0137
 JB0137                          SUPERSEDED SURVEY CONTROL
 JB0137
 JB0137  NGVD 29 (??/??/92)  153.168  (m)          502.52   (f) ADJ UNCH    2 0
 JB0137
 JB0137.Superseded values are not recommended for survey control.
 JB0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0137.See file dsdata.txt to determine how the superseded data were derived.
 JB0137
 JB0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ101171(NAD 83)
 JB0137_MARKER: DB = BENCH MARK DISK
 JB0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0137_STAMPING: E 90 1935
 JB0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0137+STABILITY: SURFACE MOTION
 JB0137
 JB0137  HISTORY     - Date     Condition        Report By
 JB0137  HISTORY     - 1935     MONUMENTED       CGS
 JB0137  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0137
 JB0137                          STATION DESCRIPTION
 JB0137
 JB0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0137'0.8 MI W FROM WILLOW HILL.
 JB0137'0.8 MILE WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0137'STATION AT WILLOW HILL, JASPER COUNTY, 85 YARDS WEST OF THE WEST
 JB0137'SWITCH OF THE SIDING, AT A ROAD CROSSING, 13 YARDS SOUTH OF THE
 JB0137'CENTERLINE OF THE TRACK, 11 YARDS WEST OF THE CENTERLINE OF THE
 JB0137'ROAD, AND AT A FENCE.  A STANDARD DISK, STAMPED E 90 1935 AND
 JB0137'SET IN THE TOP OF A CONCRETE POST.
 JB0137
 JB0137                          STATION RECOVERY (1983)
 JB0137
 JB0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0062 ***********************************************************************
 JB0062  DESIGNATION -  E 91
 JB0062  PID         -  JB0062
 JB0062  STATE/COUNTY-  IL/RICHLAND
 JB0062  USGS QUAD   -  OLNEY (1971)
 JB0062
 JB0062                         *CURRENT SURVEY CONTROL
 JB0062  ___________________________________________________________________
 JB0062* NAD 83(1986)-  38 38 53.     (N)    088 02 52.     (W)     SCALED    
 JB0062* NAVD 88     -       160.114  (meters)     525.31   (feet)  ADJUSTED  
 JB0062  ___________________________________________________________________
 JB0062  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JB0062  DYNAMIC HT  -         160.015 (meters)     524.98  (feet)  COMP
 JB0062  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 JB0062
 JB0062  VERT ORDER  -  SECOND    CLASS 0
 JB0062
 JB0062.The horizontal coordinates were scaled from a topographic map and have
 JB0062.an estimated accuracy of +/- 6 seconds.
 JB0062
 JB0062.The orthometric height was determined by differential leveling
 JB0062.and adjusted by the National Geodetic Survey in June 1991..
 JB0062
 JB0062.The geoid height was determined by GEOID03.
 JB0062
 JB0062.The dynamic height is computed by dividing the NAVD 88
 JB0062.geopotential number by the normal gravity value computed on the
 JB0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0062.degrees latitude (g = 980.6199 gals.).
 JB0062
 JB0062.The modeled gravity was interpolated from observed gravity values.
 JB0062
 JB0062;                    North         East    Units  Estimated Accuracy
 JB0062;SPC IL E     -   219,950.      324,860.      MT  (+/- 180 meters Scaled)
 JB0062
 JB0062                          SUPERSEDED SURVEY CONTROL
 JB0062
 JB0062  NGVD 29 (??/??/92)  160.214  (m)          525.64   (f) ADJ UNCH    2 0
 JB0062
 JB0062.Superseded values are not recommended for survey control.
 JB0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0062.See file dsdata.txt to determine how the superseded data were derived.
 JB0062
 JB0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH088782(NAD 83)
 JB0062_MARKER: DB = BENCH MARK DISK
 JB0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0062_STAMPING: E 91 1935
 JB0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0062+STABILITY: SURFACE MOTION
 JB0062
 JB0062  HISTORY     - Date     Condition        Report By
 JB0062  HISTORY     - 1935     MONUMENTED       CGS
 JB0062  HISTORY     - 1971     POOR             USGS
 JB0062
 JB0062                          STATION DESCRIPTION
 JB0062
 JB0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0062'AT CALHOUN.
 JB0062'AT CALHOUN, RICHLAND COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 JB0062'5 RAILS SOUTH OF THE STATION, AND 15 FEET WEST OF THE MAIN
 JB0062'TRACK.  A STANDARD DISK, STAMPED E 91 1935 AND SET IN THE TOP
 JB0062'OF A CONCRETE POST.
 JB0062
 JB0062                          STATION RECOVERY (1971)
 JB0062
 JB0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JB0062'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0815 ***********************************************************************
 KB0815  DESIGNATION -  E 92
 KB0815  PID         -  KB0815
 KB0815  STATE/COUNTY-  IL/CHRISTIAN
 KB0815  USGS QUAD   -  OWANECO (1982)
 KB0815
 KB0815                         *CURRENT SURVEY CONTROL
 KB0815  ___________________________________________________________________
 KB0815* NAD 83(1986)-  39 28 15.     (N)    089 10 52.     (W)     SCALED    
 KB0815* NAVD 88     -       193.545  (meters)     634.99   (feet)  ADJUSTED  
 KB0815  ___________________________________________________________________
 KB0815  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0815  DYNAMIC HT  -         193.432 (meters)     634.62  (feet)  COMP
 KB0815  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 KB0815
 KB0815  VERT ORDER  -  SECOND    CLASS 0
 KB0815
 KB0815.The horizontal coordinates were scaled from a topographic map and have
 KB0815.an estimated accuracy of +/- 6 seconds.
 KB0815
 KB0815.The orthometric height was determined by differential leveling
 KB0815.and adjusted by the National Geodetic Survey in June 1991..
 KB0815
 KB0815.The geoid height was determined by GEOID03.
 KB0815
 KB0815.The dynamic height is computed by dividing the NAVD 88
 KB0815.geopotential number by the normal gravity value computed on the
 KB0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0815.degrees latitude (g = 980.6199 gals.).
 KB0815
 KB0815.The modeled gravity was interpolated from observed gravity values.
 KB0815
 KB0815;                    North         East    Units  Estimated Accuracy
 KB0815;SPC IL W     -   311,700.      784,800.      MT  (+/- 180 meters Scaled)
 KB0815
 KB0815                          SUPERSEDED SURVEY CONTROL
 KB0815
 KB0815  NGVD 29 (??/??/92)  193.636  (m)          635.29   (f) ADJ UNCH    2 0
 KB0815
 KB0815.Superseded values are not recommended for survey control.
 KB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0815.See file dsdata.txt to determine how the superseded data were derived.
 KB0815
 KB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ123712(NAD 83)
 KB0815_MARKER: DB = BENCH MARK DISK
 KB0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0815_STAMPING: E 92 1935
 KB0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0815+STABILITY: SURFACE MOTION
 KB0815
 KB0815  HISTORY     - Date     Condition        Report By
 KB0815  HISTORY     - 1935     MONUMENTED       CGS
 KB0815  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0815
 KB0815                          STATION DESCRIPTION
 KB0815
 KB0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0815'1 MI SE FROM OWANECO.
 KB0815'1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KB0815'STATION AT OWANECO, CHRISTIAN COUNTY, 1 YARD NORTH OF POLE
 KB0815'147/09, AND 8 YARDS NORTHEAST OF THE CENTERLINE OF THE TRACK.
 KB0815'A STANDARD DISK, STAMPED E 92 1935 AND SET IN THE TOP OF A
 KB0815'CONCRETE POST.
 KB0815
 KB0815                          STATION RECOVERY (1980)
 KB0815
 KB0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0728 ***********************************************************************
 KB0728  DESIGNATION -  E 93
 KB0728  PID         -  KB0728
 KB0728  STATE/COUNTY-  IL/MONTGOMERY
 KB0728  USGS QUAD   -  OHLMAN (1982)
 KB0728
 KB0728                         *CURRENT SURVEY CONTROL
 KB0728  ___________________________________________________________________
 KB0728* NAD 83(1986)-  39 19 33.     (N)    089 14 56.     (W)     SCALED    
 KB0728* NAVD 88     -       204.131  (meters)     669.72   (feet)  ADJUSTED  
 KB0728  ___________________________________________________________________
 KB0728  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KB0728  DYNAMIC HT  -         204.011 (meters)     669.33  (feet)  COMP
 KB0728  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 KB0728
 KB0728  VERT ORDER  -  SECOND    CLASS 0
 KB0728
 KB0728.The horizontal coordinates were scaled from a topographic map and have
 KB0728.an estimated accuracy of +/- 6 seconds.
 KB0728
 KB0728.The orthometric height was determined by differential leveling
 KB0728.and adjusted by the National Geodetic Survey in June 1991..
 KB0728
 KB0728.The geoid height was determined by GEOID03.
 KB0728
 KB0728.The dynamic height is computed by dividing the NAVD 88
 KB0728.geopotential number by the normal gravity value computed on the
 KB0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0728.degrees latitude (g = 980.6199 gals.).
 KB0728
 KB0728.The modeled gravity was interpolated from observed gravity values.
 KB0728
 KB0728;                    North         East    Units  Estimated Accuracy
 KB0728;SPC IL W     -   295,540.      779,130.      MT  (+/- 180 meters Scaled)
 KB0728
 KB0728                          SUPERSEDED SURVEY CONTROL
 KB0728
 KB0728  NGVD 29 (??/??/92)  204.230  (m)          670.04   (f) ADJ UNCH    2 0
 KB0728
 KB0728.Superseded values are not recommended for survey control.
 KB0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0728.See file dsdata.txt to determine how the superseded data were derived.
 KB0728
 KB0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ061553(NAD 83)
 KB0728_MARKER: DB = BENCH MARK DISK
 KB0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0728_STAMPING: E 93 1935
 KB0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0728+STABILITY: SURFACE MOTION
 KB0728
 KB0728  HISTORY     - Date     Condition        Report By
 KB0728  HISTORY     - 1935     MONUMENTED       CGS
 KB0728  HISTORY     - 1977     MARK NOT FOUND   USGS
 KB0728
 KB0728                          STATION DESCRIPTION
 KB0728
 KB0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0728'2.7 MI NE FROM NOKOMIS.
 KB0728'2.7 MILES NORTH EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 KB0728'AND ST. LOUIS RAILWAY FROM THE STATION AT NOKOMIS, MONTGOMERY
 KB0728'COUNTY, ONE RAIL SOUTHWEST OF TRESTLE 405, AT POLE 177/22, 32
 KB0728'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 35 FEET
 KB0728'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 16.  A STANDARD
 KB0728'DISK, STAMPED E 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0728
 KB0728                          STATION RECOVERY (1977)
 KB0728
 KB0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0829 ***********************************************************************
 KB0829  DESIGNATION -  E 94
 KB0829  PID         -  KB0829
 KB0829  STATE/COUNTY-  IL/MONTGOMERY
 KB0829  USGS QUAD   -  LITCHFIELD (1974)
 KB0829
 KB0829                         *CURRENT SURVEY CONTROL
 KB0829  ___________________________________________________________________
 KB0829* NAD 83(1986)-  39 08 49.     (N)    089 40 00.     (W)     SCALED    
 KB0829* NAVD 88     -       207.410  (meters)     680.48   (feet)  ADJUSTED  
 KB0829  ___________________________________________________________________
 KB0829  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KB0829  DYNAMIC HT  -         207.289 (meters)     680.08  (feet)  COMP
 KB0829  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 KB0829
 KB0829  VERT ORDER  -  SECOND    CLASS 0
 KB0829
 KB0829.The horizontal coordinates were scaled from a topographic map and have
 KB0829.an estimated accuracy of +/- 6 seconds.
 KB0829
 KB0829.The orthometric height was determined by differential leveling
 KB0829.and adjusted by the National Geodetic Survey in June 1991..
 KB0829
 KB0829.The geoid height was determined by GEOID03.
 KB0829
 KB0829.The dynamic height is computed by dividing the NAVD 88
 KB0829.geopotential number by the normal gravity value computed on the
 KB0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0829.degrees latitude (g = 980.6199 gals.).
 KB0829
 KB0829.The modeled gravity was interpolated from observed gravity values.
 KB0829
 KB0829;                    North         East    Units  Estimated Accuracy
 KB0829;SPC IL W     -   275,400.      743,220.      MT  (+/- 180 meters Scaled)
 KB0829
 KB0829                          SUPERSEDED SURVEY CONTROL
 KB0829
 KB0829  NGVD 29 (??/??/92)  207.54   (m)          680.9    (f) COMPUTED    2 0
 KB0829
 KB0829.Superseded values are not recommended for survey control.
 KB0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0829.See file dsdata.txt to determine how the superseded data were derived.
 KB0829
 KB0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ695364(NAD 83)
 KB0829_MARKER: DB = BENCH MARK DISK
 KB0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0829_STAMPING: E 94 1935
 KB0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0829+STABILITY: SURFACE MOTION
 KB0829
 KB0829  HISTORY     - Date     Condition        Report By
 KB0829  HISTORY     - 1935     MONUMENTED       CGS
 KB0829
 KB0829                          STATION DESCRIPTION
 KB0829
 KB0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0829'2 MI S FROM LITCHFIELD.
 KB0829'2.0 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 KB0829'LITCHFIELD, MONTGOMERY COUNTY, AT POLE 438/29, 28 FEET WEST OF
 KB0829'THE TRACK, AND 50 FEET EAST OF AN INTERURBAN TRACK.  A STANDARD
 KB0829'DISK, STAMPED E 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0152 ***********************************************************************
 JC0152  DESIGNATION -  E 95
 JC0152  PID         -  JC0152
 JC0152  STATE/COUNTY-  IL/MADISON
 JC0152  USGS QUAD   -  GRANITE CITY (1998)
 JC0152
 JC0152                         *CURRENT SURVEY CONTROL
 JC0152  ___________________________________________________________________
 JC0152* NAD 83(1986)-  38 42 15.     (N)    090 09 17.     (W)     SCALED    
 JC0152* NAVD 88     -       129.897  (meters)     426.17   (feet)  ADJUSTED  
 JC0152  ___________________________________________________________________
 JC0152  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JC0152  DYNAMIC HT  -         129.815 (meters)     425.90  (feet)  COMP
 JC0152  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 JC0152
 JC0152  VERT ORDER  -  SECOND    CLASS 0
 JC0152
 JC0152.The horizontal coordinates were scaled from a topographic map and have
 JC0152.an estimated accuracy of +/- 6 seconds.
 JC0152
 JC0152.The orthometric height was determined by differential leveling
 JC0152.and adjusted by the National Geodetic Survey in June 1991..
 JC0152
 JC0152.The geoid height was determined by GEOID03.
 JC0152
 JC0152.The dynamic height is computed by dividing the NAVD 88
 JC0152.geopotential number by the normal gravity value computed on the
 JC0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0152.degrees latitude (g = 980.6199 gals.).
 JC0152
 JC0152.The modeled gravity was interpolated from observed gravity values.
 JC0152
 JC0152;                    North         East    Units  Estimated Accuracy
 JC0152;SPC IL W     -   226,130.      701,040.      MT  (+/- 180 meters Scaled)
 JC0152
 JC0152                          SUPERSEDED SURVEY CONTROL
 JC0152
 JC0152  NGVD 29 (??/??/92)  130.012  (m)          426.55   (f) ADJ UNCH    2 0
 JC0152
 JC0152.Superseded values are not recommended for survey control.
 JC0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0152.See file dsdata.txt to determine how the superseded data were derived.
 JC0152
 JC0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC474877(NAD 83)
 JC0152_MARKER: DB = BENCH MARK DISK
 JC0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0152_STAMPING: E 95 1935
 JC0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0152+STABILITY: SURFACE MOTION
 JC0152
 JC0152  HISTORY     - Date     Condition        Report By
 JC0152  HISTORY     - 1935     MONUMENTED       CGS
 JC0152  HISTORY     - 1942     MARK NOT FOUND   NGS
 JC0152
 JC0152                          STATION DESCRIPTION
 JC0152
 JC0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JC0152'AT GRANITE CITY.
 JC0152'AT GRANITE CITY, MADISON COUNTY, ON THE WABASH RAILROAD, 4 RAILS
 JC0152'SOUTH OF THE STATION, ONE RAIL NORTH OF A STREET CROSSING, 2
 JC0152'FEET WEST OF A DRIVEWAY CURB, AND 12 FEET EAST OF THE EAST RAIL
 JC0152'OF THE CLEVELAND, CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY
 JC0152'TRACK.  A STANDARD DISK, STAMPED E 95 1935 AND SET IN THE TOP
 JC0152'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0857 ***********************************************************************
 KB0857  DESIGNATION -  E 96
 KB0857  PID         -  KB0857
 KB0857  STATE/COUNTY-  IL/MACOUPIN
 KB0857  USGS QUAD   -  VIRDEN SOUTH (1979)
 KB0857
 KB0857                         *CURRENT SURVEY CONTROL
 KB0857  ___________________________________________________________________
 KB0857* NAD 83(1986)-  39 25 16.     (N)    089 45 49.     (W)     SCALED    
 KB0857* NAVD 88     -       198.053  (meters)     649.78   (feet)  ADJUSTED  
 KB0857  ___________________________________________________________________
 KB0857  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KB0857  DYNAMIC HT  -         197.941 (meters)     649.41  (feet)  COMP
 KB0857  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 KB0857
 KB0857  VERT ORDER  -  SECOND    CLASS 0
 KB0857
 KB0857.The horizontal coordinates were scaled from a topographic map and have
 KB0857.an estimated accuracy of +/- 6 seconds.
 KB0857
 KB0857.The orthometric height was determined by differential leveling
 KB0857.and adjusted by the National Geodetic Survey in June 1991..
 KB0857
 KB0857.The geoid height was determined by GEOID03.
 KB0857
 KB0857.The dynamic height is computed by dividing the NAVD 88
 KB0857.geopotential number by the normal gravity value computed on the
 KB0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0857.degrees latitude (g = 980.6199 gals.).
 KB0857
 KB0857.The modeled gravity was interpolated from observed gravity values.
 KB0857
 KB0857;                    North         East    Units  Estimated Accuracy
 KB0857;SPC IL W     -   305,800.      734,710.      MT  (+/- 180 meters Scaled)
 KB0857
 KB0857                          SUPERSEDED SURVEY CONTROL
 KB0857
 KB0857  NGVD 29 (??/??/92)  198.176  (m)          650.18   (f) ADJ UNCH    2 0
 KB0857
 KB0857.Superseded values are not recommended for survey control.
 KB0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0857.See file dsdata.txt to determine how the superseded data were derived.
 KB0857
 KB0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ621671(NAD 83)
 KB0857_MARKER: DB = BENCH MARK DISK
 KB0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0857_STAMPING: E 96 1935
 KB0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0857+STABILITY: SURFACE MOTION
 KB0857
 KB0857  HISTORY     - Date     Condition        Report By
 KB0857  HISTORY     - 1935     MONUMENTED       CGS
 KB0857  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0857
 KB0857                          STATION DESCRIPTION
 KB0857
 KB0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0857'1.8 MI SE FROM GIRARD.
 KB0857'1.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KB0857'RAILROAD FROM THE STATION AT GIRARD, MACOUPIN COUNTY, 0.6 MILE
 KB0857'SOUTH OF MILEPOST 46, AT A ROAD CROSSING, 5 YARDS NORTH OF THE
 KB0857'CENTERLINE OF THE ROAD, AND 4 YARDS EAST OF THE CENTERLINE OF
 KB0857'THE EAST TRACK.  A STANDARD DISK, STAMPED E 96 1935 AND SET IN
 KB0857'THE TOP OF A CONCRETE POST.
 KB0857
 KB0857                          STATION RECOVERY (1976)
 KB0857
 KB0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1080 ***********************************************************************
 HB1080  DESIGNATION -  E 98
 HB1080  PID         -  HB1080
 HB1080  STATE/COUNTY-  IL/JACKSON
 HB1080  USGS QUAD   -  RADDLE (1994)
 HB1080
 HB1080                         *CURRENT SURVEY CONTROL
 HB1080  ___________________________________________________________________
 HB1080* NAD 83(1986)-  37 47 16.     (N)    089 36 13.     (W)     SCALED    
 HB1080* NAVD 88     -       111.210  (meters)     364.86   (feet)  ADJUSTED  
 HB1080  ___________________________________________________________________
 HB1080  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HB1080  DYNAMIC HT  -         111.133 (meters)     364.61  (feet)  COMP
 HB1080  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 HB1080
 HB1080  VERT ORDER  -  SECOND    CLASS 0
 HB1080
 HB1080.The horizontal coordinates were scaled from a topographic map and have
 HB1080.an estimated accuracy of +/- 6 seconds.
 HB1080
 HB1080.The orthometric height was determined by differential leveling
 HB1080.and adjusted by the National Geodetic Survey in June 1991..
 HB1080
 HB1080.The geoid height was determined by GEOID03.
 HB1080
 HB1080.The dynamic height is computed by dividing the NAVD 88
 HB1080.geopotential number by the normal gravity value computed on the
 HB1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1080.degrees latitude (g = 980.6199 gals.).
 HB1080
 HB1080.The modeled gravity was interpolated from observed gravity values.
 HB1080
 HB1080;                    North         East    Units  Estimated Accuracy
 HB1080;SPC IL W     -   124,570.      749,590.      MT  (+/- 180 meters Scaled)
 HB1080
 HB1080                          SUPERSEDED SURVEY CONTROL
 HB1080
 HB1080  NGVD 29 (??/??/??)  111.310  (m)          365.19   (f) ADJUSTED    2 0
 HB1080
 HB1080.Superseded values are not recommended for survey control.
 HB1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1080.See file dsdata.txt to determine how the superseded data were derived.
 HB1080
 HB1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG707854(NAD 83)
 HB1080_MARKER: DB = BENCH MARK DISK
 HB1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1080_STAMPING: E 98 1935
 HB1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1080+STABILITY: SURFACE MOTION
 HB1080
 HB1080  HISTORY     - Date     Condition        Report By
 HB1080  HISTORY     - 1935     MONUMENTED       CGS
 HB1080  HISTORY     - 1966     MARK NOT FOUND   USGS
 HB1080
 HB1080                          STATION DESCRIPTION
 HB1080
 HB1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1080'0.2 MI N FROM RADDLE JUNCTION.
 HB1080'0.2 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB1080'TOWER AT RADDLE JUNCTION, JACKSON COUNTY, AT POLE 76/12, 235 FEET
 HB1080'NORTH OF A SEMAPHORE, 35 FEET EAST OF THE CENTERLINE OF THE
 HB1080'TRACK, AND 20 FEET WEST OF THE CENTERLINE OF A ROAD.  A STANDARD
 HB1080'DISK, STAMPED E 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB1080
 HB1080                          STATION RECOVERY (1966)
 HB1080
 HB1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HB1080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1103 ***********************************************************************
 JB1103  DESIGNATION -  E 99
 JB1103  PID         -  JB1103
 JB1103  STATE/COUNTY-  IL/PERRY
 JB1103  USGS QUAD   -  PINCKNEYVILLE (1982)
 JB1103
 JB1103                         *CURRENT SURVEY CONTROL
 JB1103  ___________________________________________________________________
 JB1103* NAD 83(1986)-  38 05 38.     (N)    089 24 53.     (W)     SCALED    
 JB1103* NAVD 88     -       153.991  (meters)     505.22   (feet)  ADJUSTED  
 JB1103  ___________________________________________________________________
 JB1103  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 JB1103  DYNAMIC HT  -         153.891 (meters)     504.89  (feet)  COMP
 JB1103  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 JB1103
 JB1103  VERT ORDER  -  SECOND    CLASS 0
 JB1103
 JB1103.The horizontal coordinates were scaled from a topographic map and have
 JB1103.an estimated accuracy of +/- 6 seconds.
 JB1103
 JB1103.The orthometric height was determined by differential leveling
 JB1103.and adjusted by the National Geodetic Survey in June 1991..
 JB1103
 JB1103.The geoid height was determined by GEOID03.
 JB1103
 JB1103.The dynamic height is computed by dividing the NAVD 88
 JB1103.geopotential number by the normal gravity value computed on the
 JB1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1103.degrees latitude (g = 980.6199 gals.).
 JB1103
 JB1103.The modeled gravity was interpolated from observed gravity values.
 JB1103
 JB1103;                    North         East    Units  Estimated Accuracy
 JB1103;SPC IL W     -   158,660.      765,960.      MT  (+/- 180 meters Scaled)
 JB1103
 JB1103                          SUPERSEDED SURVEY CONTROL
 JB1103
 JB1103  NGVD 29 (??/??/92)  154.088  (m)          505.54   (f) ADJ UNCH    2 0
 JB1103
 JB1103.Superseded values are not recommended for survey control.
 JB1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1103.See file dsdata.txt to determine how the superseded data were derived.
 JB1103
 JB1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH882189(NAD 83)
 JB1103_MARKER: DB = BENCH MARK DISK
 JB1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1103_STAMPING: E 99 1935
 JB1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1103+STABILITY: SURFACE MOTION
 JB1103
 JB1103  HISTORY     - Date     Condition        Report By
 JB1103  HISTORY     - 1935     MONUMENTED       CGS
 JB1103
 JB1103                          STATION DESCRIPTION
 JB1103
 JB1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1103'2.1 MI NW FROM PINCKNEYVILLE.
 JB1103'2.1 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1103'STATION AT PINCKNEYVILLE, PERRY COUNTY, 260 FEET SOUTHEAST OF
 JB1103'MILEPOST E 59, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 JB1103'MAIN TRACK, AND 40 FEET NORTHEAST OF THE CENTERLINE OF STATE
 JB1103'HIGHWAY 152.  A STANDARD DISK, STAMPED E 99 1935 AND SET IN THE
 JB1103'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9188 ***********************************************************************
 DE9188  DESIGNATION -  E ST LOUIS
 DE9188  PID         -  DE9188
 DE9188  STATE/COUNTY-  IL/ST CLAIR
 DE9188  USGS QUAD   -  GRANITE CITY (1998)
 DE9188
 DE9188                         *CURRENT SURVEY CONTROL
 DE9188  ___________________________________________________________________
 DE9188* NAD 83(1997)-  38 38 03.56151(N)    090 08 32.38998(W)     ADJUSTED  
 DE9188* NAVD 88     -       128.2    (meters)     421.     (feet)  GPS OBS   
 DE9188  ___________________________________________________________________
 DE9188  X           -     -12,392.971 (meters)                     COMP
 DE9188  Y           -  -4,988,833.997 (meters)                     COMP
 DE9188  Z           -   3,960,748.473 (meters)                     COMP
 DE9188  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DE9188  ELLIP HEIGHT-          97.17  (meters)          (02/03/05) GPS OBS
 DE9188  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 DE9188
 DE9188  HORZ ORDER  -  FIRST
 DE9188  ELLP ORDER  -  FOURTH    CLASS II
 DE9188
 DE9188.The horizontal coordinates were established by GPS observations
 DE9188.and adjusted by the National Geodetic Survey in January 2003..
 DE9188
 DE9188.The orthometric height was determined by GPS observations and a
 DE9188.high-resolution geoid model.
 DE9188
 DE9188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9188
 DE9188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9188
 DE9188.The ellipsoidal height was determined by GPS observations
 DE9188.and is referenced to NAD 83.
 DE9188
 DE9188.The geoid height was determined by GEOID03.
 DE9188
 DE9188;                    North         East     Units Scale Factor Converg.
 DE9188;SPC IL W     -   218,377.379   702,118.834   MT  0.99994123   +0 00 54.7
 DE9188;SPC IL W     -   716,459.78  2,303,534.87   sFT  0.99994123   +0 00 54.7
 DE9188;UTM  15      - 4,280,072.937   748,742.200   MT  1.00036200   +1 47 06.3
 DE9188
 DE9188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9188!SPC IL W     -   0.99998475  x   0.99994123  =   0.99992598
 DE9188!UTM  15      -   0.99998475  x   1.00036200  =   1.00034675
 DE9188
 DE9188:                Primary Azimuth Mark                     Grid Az
 DE9188:SPC IL W     -  E ST LOUIS AZI                           200 08 48.6
 DE9188:UTM  15      -  E ST LOUIS AZI                           198 22 37.0
 DE9188
 DE9188|---------------------------------------------------------------------|
 DE9188| PID    Reference Object                     Distance      Geod. Az  |
 DE9188|                                                           dddmmss.s |
 DE9188| DE9187 E ST LOUIS AZI                      434.004 METERS 2000943.3 |
 DE9188|---------------------------------------------------------------------|
 DE9188
 DE9188                          SUPERSEDED SURVEY CONTROL
 DE9188
 DE9188  ELLIP H (01/06/03)   97.22   (m)                       GP(       ) 3 2
 DE9188
 DE9188.Superseded values are not recommended for survey control.
 DE9188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9188.See file dsdata.txt to determine how the superseded data were derived.
 DE9188
 DE9188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4874280073(NAD 83)
 DE9188_MARKER: A = ALUMINUM MARKER
 DE9188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE9188_SP_SET: RETAINING WALL
 DE9188_STAMPING: E ST LOUIS 1996
 DE9188_MARK LOGO: ILDT  
 DE9188_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9188+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9188
 DE9188  HISTORY     - Date     Condition        Report By
 DE9188  HISTORY     - 1996     MONUMENTED       ILDT
 DE9188
 DE9188                          STATION DESCRIPTION
 DE9188
 DE9188'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9188'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9188'STATION IS LOCATED AT NE SIDE OF E ST LOUIS.  TO REACH FROM CENTERLINE
 DE9188'INTERSTATE 55 AND IL ROUTE 3 (ST CLAIR AVE) , GO SE ON ST CLAIR AVE
 DE9188'FOR 0.25 MI (0.40 KM) TO N 10TH ST, GO LEFT NE ON N 10TH ST FOR 0.3 MI
 DE9188'(0.5 KM) TO EXCHANGE AVE, GO LEFT NW ON EXCHANGE AVE FOR 0.2 MI (0.3
 DE9188'KM) TO E ST LOUIS MAINTENANCE YARD GATE ON THE LEFT, GO THROUGH GATE
 DE9188'AND LEFT S IN BETWEEN SALT BINS TO S SIDE OF YARD AND STATION ON THE
 DE9188'RIGHT ON RETAINING WALL N OF VENTS.  STATION IS 39.8 FEET (12.1 M) E
 DE9188'OF NE CORNER OF YELLOW BRICK BUILDING, 54.0 FEET (16.5 M) S OF THE
 DE9188'SMALLER SALT BIN, 21.1 FEET (6.4 M) N OF IRON PIPE HAND RAIL.  STATION
 DE9188'IS PROJECTING 1.5 FEET.  (0.5 M)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9187 ***********************************************************************
 DE9187  DESIGNATION -  E ST LOUIS AZI
 DE9187  PID         -  DE9187
 DE9187  STATE/COUNTY-  IL/ST CLAIR
 DE9187  USGS QUAD   -  GRANITE CITY (1998)
 DE9187
 DE9187                         *CURRENT SURVEY CONTROL
 DE9187  ___________________________________________________________________
 DE9187* NAD 83(1997)-  38 37 50.34920(N)    090 08 38.57462(W)     ADJUSTED  
 DE9187* NAVD 88     -       126.6    (meters)     415.     (feet)  GPS OBS   
 DE9187  ___________________________________________________________________
 DE9187  X           -     -12,543.193 (meters)                     COMP
 DE9187  Y           -  -4,989,086.724 (meters)                     COMP
 DE9187  Z           -   3,960,429.208 (meters)                     COMP
 DE9187  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 DE9187  ELLIP HEIGHT-          95.56  (meters)          (02/03/05) GPS OBS
 DE9187  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 DE9187
 DE9187  HORZ ORDER  -  FIRST
 DE9187  ELLP ORDER  -  FOURTH    CLASS II
 DE9187
 DE9187.The horizontal coordinates were established by GPS observations
 DE9187.and adjusted by the National Geodetic Survey in January 2003..
 DE9187
 DE9187.The orthometric height was determined by GPS observations and a
 DE9187.high-resolution geoid model.
 DE9187
 DE9187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9187
 DE9187.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9187
 DE9187.The ellipsoidal height was determined by GPS observations
 DE9187.and is referenced to NAD 83.
 DE9187
 DE9187.The geoid height was determined by GEOID03.
 DE9187
 DE9187;                    North         East     Units Scale Factor Converg.
 DE9187;SPC IL W     -   217,969.954   701,969.360   MT  0.99994122   +0 00 50.8
 DE9187;SPC IL W     -   715,123.09  2,303,044.48   sFT  0.99994122   +0 00 50.8
 DE9187;UTM  15      - 4,279,660.917   748,605.323   MT  1.00036116   +1 47 02.0
 DE9187
 DE9187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9187!SPC IL W     -   0.99998501  x   0.99994122  =   0.99992623
 DE9187!UTM  15      -   0.99998501  x   1.00036116  =   1.00034616
 DE9187
 DE9187:                Primary Azimuth Mark                     Grid Az
 DE9187:SPC IL W     -  E ST LOUIS                               020 08 48.6
 DE9187:UTM  15      -  E ST LOUIS                               018 22 37.4
 DE9187
 DE9187|---------------------------------------------------------------------|
 DE9187| PID    Reference Object                     Distance      Geod. Az  |
 DE9187|                                                           dddmmss.s |
 DE9187| DE9188 E ST LOUIS                          434.004 METERS 0200939.4 |
 DE9187|---------------------------------------------------------------------|
 DE9187
 DE9187                          SUPERSEDED SURVEY CONTROL
 DE9187
 DE9187  ELLIP H (01/06/03)   95.61   (m)                       GP(       ) 3 2
 DE9187
 DE9187.Superseded values are not recommended for survey control.
 DE9187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9187.See file dsdata.txt to determine how the superseded data were derived.
 DE9187
 DE9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4860579661(NAD 83)
 DE9187_MARKER: A = ALUMINUM MARKER
 DE9187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9187_STAMPING: E ST LOUIS AZI 1996
 DE9187_MARK LOGO: ILDT  
 DE9187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9187+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9187
 DE9187  HISTORY     - Date     Condition        Report By
 DE9187  HISTORY     - 1996     MONUMENTED       ILDT
 DE9187
 DE9187                          STATION DESCRIPTION
 DE9187
 DE9187'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9187'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9187'STATION IS LOCATED NE SIDE OF E ST LOUIS.  TO REACH STATION FROM
 DE9187'CENTERLINE INTERSTATE 55 AND IL ROUTE 3 (ST CLAIR AVE) , GO SE ON ST
 DE9187'CLAIR AVE FOR 0.2 MI (0.3 KM) TO STATION ON RIGHT, IN SOUTHERLY QUAD
 DE9187'OF INTERSECTION OF ST CLAIR AVE AND N 9TH ST.  STATION IS 95.3 FEET
 DE9187'(29.0 M) SW OF CENTERLINE ST CLAIR AVE, 40.7 FEET (12.4 M) SE OF
 DE9187'CENTERLINE N 9TH ST, 71.6 FEET (21.8 M) WSW OF POWERPOLE WITH METER,
 DE9187'13.2 FEET (4.0 M) SE OF BACK EDGE OF WALK.  STATION IS FLUSH WITH
 DE9187'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0706 ***********************************************************************
 MF0706  DESIGNATION -  EARL
 MF0706  PID         -  MF0706
 MF0706  STATE/COUNTY-  IL/LA SALLE
 MF0706  USGS QUAD   -  LA SALLE (1993)
 MF0706
 MF0706                         *CURRENT SURVEY CONTROL
 MF0706  ___________________________________________________________________
 MF0706* NAD 83(1997)-  41 19 56.43778(N)    089 05 50.92865(W)     ADJUSTED  
 MF0706* NAVD 88     -       172.591  (meters)     566.24   (feet)  POSTED    
 MF0706  ___________________________________________________________________
 MF0706  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 MF0706  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0706  DYNAMIC HT  -         172.520 (meters)     566.01  (feet)  COMP
 MF0706  MODELED GRAV-     980,218.7   (mgal)                       NAVD 88
 MF0706
 MF0706  HORZ ORDER  -  SECOND
 MF0706  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MF0706
 MF0706.The horizontal coordinates were established by classical geodetic methods
 MF0706.and adjusted by the National Geodetic Survey in October 1999..
 MF0706
 MF0706.The orthometric height was determined by differential leveling
 MF0706.and adjusted by the National Geodetic Survey in 1992..
 MF0706.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MF0706.rate of 0.0 thru 1.0 mm/km.
 MF0706
 MF0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0706
 MF0706.The geoid height was determined by GEOID03.
 MF0706
 MF0706.The dynamic height is computed by dividing the NAVD 88
 MF0706.geopotential number by the normal gravity value computed on the
 MF0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0706.degrees latitude (g = 980.6199 gals.).
 MF0706
 MF0706.The modeled gravity was interpolated from observed gravity values.
 MF0706
 MF0706;                    North         East     Units Scale Factor Converg.
 MF0706;SPC IL E     -   518,231.741   236,033.739   MT  1.00002534   -0 30 16.8
 MF0706;SPC IL E     - 1,700,231.97    774,387.36   sFT  1.00002534   -0 30 16.8
 MF0706;SPC IL W     -   518,484.031   789,498.243   MT  1.00003972   +0 42 22.2
 MF0706;SPC IL W     - 1,701,059.69  2,590,212.15   sFT  1.00003972   +0 42 22.2
 MF0706;UTM  16      - 4,577,773.680   324,482.666   MT  0.99997914   -1 23 08.1
 MF0706
 MF0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0706!SPC IL E     -   0.99997810  x   1.00002534  =   1.00000344
 MF0706!SPC IL W     -   0.99997810  x   1.00003972  =   1.00001782
 MF0706!UTM  16      -   0.99997810  x   0.99997914  =   0.99995724
 MF0706
 MF0706|---------------------------------------------------------------------|
 MF0706| PID    Reference Object                     Distance      Geod. Az  |
 MF0706|                                                           dddmmss.s |
 MF0706| MF0707 EARL RM 1                             6.621 METERS 11809     |
 MF0706| MF1627 LA SALLE                            491.844 METERS 1730810.3 |
 MF0706| MF0708 EARL RM 2                             7.194 METERS 22306     |
 MF0706| MF0703 GOODING                             APPROX. 0.7 KM 3531545.3 |
 MF0706|---------------------------------------------------------------------|
 MF0706
 MF0706                          SUPERSEDED SURVEY CONTROL
 MF0706
 MF0706  NAD 83(1986)-  41 19 56.44598(N)    089 05 50.93069(W) AD(       ) 2
 MF0706  NAD 27      -  41 19 56.32700(N)    089 05 50.63300(W) AD(       ) 2
 MF0706  NGVD 29 (07/19/86)  172.83   (m)          567.0    (f) LEVELING    3  
 MF0706
 MF0706.Superseded values are not recommended for survey control.
 MF0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0706.See file dsdata.txt to determine how the superseded data were derived.
 MF0706
 MF0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2448377774(NAD 83)
 MF0706_MARKER: DS = TRIANGULATION STATION DISK
 MF0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0706_SP_SET: PAVEMENT
 MF0706_STAMPING: EARL 1920 566.541
 MF0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0706
 MF0706  HISTORY     - Date     Condition        Report By
 MF0706  HISTORY     - 1920     MONUMENTED       CGS
 MF0706  HISTORY     - 1954     GOOD             CGS
 MF0706  HISTORY     - 1966     MARK NOT FOUND   USGS
 MF0706  HISTORY     - 1971     MARK NOT FOUND   NGS
 MF0706  HISTORY     - 1973     GOOD             NGS
 MF0706  HISTORY     - 1973     GOOD             NGS
 MF0706  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0706  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0706
 MF0706                          STATION DESCRIPTION
 MF0706
 MF0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0706'STATION IS ABOUT 3/8 MILE N OF THE CENTER OF LA SALLE, IN
 MF0706'THE CENTER OF GOODING STREET, IN LINE WITH THE S CURB OF FIFTH
 MF0706'STREET, 25 YARDS NE OF THE METHODIST EPISCOPAL CHURCH, 4.88
 MF0706'METERS (16.01 FEET) W OF THE E CURB OF GOODING STREET, 4.58
 MF0706'METERS (15.03 FEET) E OF THE W CURB OF GOODING STREET, AND 4.75
 MF0706'METERS (15.58 FEET) S OF THE INTERSECTION OF THE CENTER LINES
 MF0706'OF FIFTH AND GOODING STREETS.  THE STATION MARK IS A STANDARD
 MF0706'BRONZE DISK SET IN THE BRICK PAVEMENT.  THERE IS NO REFERENCE
 MF0706'MARK.
 MF0706
 MF0706                          STATION RECOVERY (1954)
 MF0706
 MF0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0706'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 MF0706'IN 1920.
 MF0706
 MF0706                          STATION RECOVERY (1966)
 MF0706
 MF0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MF0706'STATION WAS NOT RECOVERED.  THE BRICK PAVEMENT DESCRIBED HAS
 MF0706'BEEN RESURFACED WITH A HEAVY LAYER OF ASPHALT.  NO ATTEMPT
 MF0706'WAS MADE TO DIG.
 MF0706
 MF0706                          STATION RECOVERY (1971)
 MF0706
 MF0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MF0706'THE MARK HAS EITHER BEEN PAVED OVER OR DESTROYED.  THE STREET
 MF0706'IS NOW PAVED AND NO SEARCH WAS MADE FOR THE MARK SINCE IT
 MF0706'WOULD REQUIRE DIGGING UP THE PAVEMENT.
 MF0706'
 MF0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LA SALLE
 MF0706
 MF0706                          STATION RECOVERY (1973)
 MF0706
 MF0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (FKS)
 MF0706'THE STATION WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS 1
 MF0706'AND 2 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 MF0706'
 MF0706'THE STATION IS LOCATED IN THE NORTHERN SECTION OF LA SALLE, AT THE
 MF0706'INTERSECTION OF GOODING AND FIFTH STREETS, 45 FEET SOUTHWEST
 MF0706'OF A FIRE HYDRANT, 51 FEET NORTHEAST OF THE NORTHEAST CORNER
 MF0706'OF THE VICTORY BAPTIST CHURCH, 16 FEET SOUTH OF THE CENTERLINE
 MF0706'OF FIFTH STREET, IN THE CENTERLINE OF GOODING STREET, A STANDARD
 MF0706'DISK STAMPED EARL 1920 566.541 SET IN A DRILL HOLE IN THE BRICK
 MF0706'PAVEMENT ABOUT 3 INCHES UNDER EXISTING PAVEMENT.
 MF0706'
 MF0706'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EARL 1920 NO 1 1973,
 MF0706'SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK ALONG THE EAST
 MF0706'SIDE OF GOODING ST., 29 FEET SOUTH OF THE CENTERLINE OF FIFTH ST.,
 MF0706'18 FEET EAST OF THE CENTERLINE OF GOODING ST., 1 FOOT EAST
 MF0706'OF THE EAST CURB OF GOODING ST., AND 8 FEET SOUTH OF THE NORTH
 MF0706'EDGE OF SIDEWALK.
 MF0706'
 MF0706'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EARL 1920 NO 2
 MF0706'1973, SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK ALONG THE
 MF0706'WEST SIDE OF GOODING ST., 18 FEET WEST OF THE CENTERLINE OF
 MF0706'GOODING ST., 1 FOOT WEST OF THE WEST CURB OF GOODING ST., 28
 MF0706'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH AND 31
 MF0706'FEET SOUTH OF THE CENTERLINE OF FIFTH ST.
 MF0706'
 MF0706'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0706'
 MF0706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LA SALLE
 MF0706
 MF0706                          STATION RECOVERY (1973)
 MF0706
 MF0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MF0706'AT LA SALLE.
 MF0706'THE MARK WAS REPORTED AS LOST BUT WAS FOUND IN GOOD CONDITION.
 MF0706'A NEW DESCRIPTION FOLLOWS-- THE MARK IS LOCATED AT THE INTERSECTION
 MF0706'OF FIFTH ST. AND GOODING ST., 45 FEET SOUTHWEST OF A FIRE HYDRANT,
 MF0706'51 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE VICTORY BAPTIST
 MF0706'CHURCH, 16 FEET SOUTH OF THE CENTERLINE OF FIFTH ST., A STANDARD
 MF0706'DISK SET IN THE BRICK PAVEMENT ON THE CENTERLINE OF GOODING ST.
 MF0706'AND ABOUT 3 INCHES UNDER EXISTING PAVEMENT.
 MF0706
 MF0706                          STATION RECOVERY (1997)
 MF0706
 MF0706'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0706'MARK NOT FOUND.
 MF0706
 MF0706                          STATION RECOVERY (2002)
 MF0706
 MF0706'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0505 ***********************************************************************
 MF0505  DESIGNATION -  EARLVILLE
 MF0505  PID         -  MF0505
 MF0505  STATE/COUNTY-  IL/LA SALLE
 MF0505  USGS QUAD   -  EARLVILLE (1971)
 MF0505
 MF0505                         *CURRENT SURVEY CONTROL
 MF0505  ___________________________________________________________________
 MF0505* NAD 83(1986)-  41 35 28.     (N)    088 55 10.     (W)     SCALED    
 MF0505* NAVD 88     -       214.856  (meters)     704.91   (feet)  ADJUSTED  
 MF0505  ___________________________________________________________________
 MF0505  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF0505  DYNAMIC HT  -         214.771 (meters)     704.63  (feet)  COMP
 MF0505  MODELED GRAV-     980,221.0   (mgal)                       NAVD 88
 MF0505
 MF0505  VERT ORDER  -  SECOND    CLASS 0
 MF0505
 MF0505.The horizontal coordinates were scaled from a topographic map and have
 MF0505.an estimated accuracy of +/- 6 seconds.
 MF0505
 MF0505.The orthometric height was determined by differential leveling
 MF0505.and adjusted by the National Geodetic Survey in June 1991..
 MF0505
 MF0505.The geoid height was determined by GEOID03.
 MF0505
 MF0505.The dynamic height is computed by dividing the NAVD 88
 MF0505.geopotential number by the normal gravity value computed on the
 MF0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0505.degrees latitude (g = 980.6199 gals.).
 MF0505
 MF0505.The modeled gravity was interpolated from observed gravity values.
 MF0505
 MF0505;                    North         East    Units  Estimated Accuracy
 MF0505;SPC IL E     -   546,860.      251,130.      MT  (+/- 180 meters Scaled)
 MF0505
 MF0505                          SUPERSEDED SURVEY CONTROL
 MF0505
 MF0505  NGVD 29 (??/??/92)  214.921  (m)          705.12   (f) ADJ UNCH    2 0
 MF0505
 MF0505.Superseded values are not recommended for survey control.
 MF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0505.See file dsdata.txt to determine how the superseded data were derived.
 MF0505
 MF0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM400061(NAD 83)
 MF0505_MARKER: DB = BENCH MARK DISK
 MF0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0505_SP_SET: BUILDING
 MF0505_STAMPING: EARLVILLE 1934
 MF0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0505+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 MF0505
 MF0505  HISTORY     - Date     Condition        Report By
 MF0505  HISTORY     - 1934     MONUMENTED       CGS
 MF0505  HISTORY     - 19970801 GOOD             USPSQD
 MF0505  HISTORY     - 20020819 GOOD             USPSQD
 MF0505
 MF0505                          STATION DESCRIPTION
 MF0505
 MF0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0505'AT EARLVILLE.
 MF0505'AT EARLVILLE, LA SALLE COUNTY, IN THE EAST FACE OF THE CITY
 MF0505'WATER WORKS BUILDING, 1 FOOT SOUTH OF THE FRONT ENTRANCE, 27
 MF0505'FEET NORTH OF THE SOUTHEAST CORNER AND ABOUT 3-1/2 FEET ABOVE
 MF0505'THE GROUND.  A STANDARD DISK, STAMPED EARLVILLE 1934 AND SET
 MF0505'VERTICALLY.
 MF0505
 MF0505                          STATION RECOVERY (1997)
 MF0505
 MF0505'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0505'RECOVERED IN GOOD CONDITION.
 MF0505
 MF0505                          STATION RECOVERY (2002)
 MF0505
 MF0505'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1757 ***********************************************************************
 MF1757  DESIGNATION -  EARLVILLE
 MF1757  PID         -  MF1757
 MF1757  STATE/COUNTY-  IL/LA SALLE
 MF1757  USGS QUAD   -  EARLVILLE (1971)
 MF1757
 MF1757                         *CURRENT SURVEY CONTROL
 MF1757  ___________________________________________________________________
 MF1757* NAD 83(1997)-  41 35 00.73741(N)    088 54 22.46453(W)     ADJUSTED  
 MF1757* NAVD 88     -       216.1    (meters)     709.     (feet)  GPS OBS   
 MF1757  ___________________________________________________________________
 MF1757  X           -      91,204.372 (meters)                     COMP
 MF1757  Y           -  -4,777,091.404 (meters)                     COMP
 MF1757  Z           -   4,211,238.078 (meters)                     COMP
 MF1757  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 MF1757  ELLIP HEIGHT-         182.92  (meters)          (02/03/05) GPS OBS
 MF1757  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MF1757
 MF1757  HORZ ORDER  -  FIRST
 MF1757  ELLP ORDER  -  FOURTH    CLASS II
 MF1757
 MF1757.The horizontal coordinates were established by GPS observations
 MF1757.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF1757
 MF1757.The orthometric height was determined by GPS observations and a
 MF1757.high-resolution geoid model.
 MF1757
 MF1757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1757
 MF1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1757
 MF1757.The ellipsoidal height was determined by GPS observations
 MF1757.and is referenced to NAD 83.
 MF1757
 MF1757.The geoid height was determined by GEOID03.
 MF1757
 MF1757;                    North         East     Units Scale Factor Converg.
 MF1757;SPC IL E     -   546,006.191   252,227.098   MT  1.00000307   -0 22 48.9
 MF1757;SPC IL E     - 1,791,355.31    827,515.07   sFT  1.00000307   -0 22 48.9
 MF1757;SPC IL W     -   546,596.538   805,100.273   MT  1.00007706   +0 50 11.9
 MF1757;SPC IL W     - 1,793,292.14  2,641,399.81   sFT  1.00007706   +0 50 11.9
 MF1757;UTM  16      - 4,605,293.359   341,100.999   MT  0.99991072   -1 15 55.6
 MF1757
 MF1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1757!SPC IL E     -   0.99997131  x   1.00000307  =   0.99997438
 MF1757!SPC IL W     -   0.99997131  x   1.00007706  =   1.00004837
 MF1757!UTM  16      -   0.99997131  x   0.99991072  =   0.99988203
 MF1757
 MF1757|---------------------------------------------------------------------|
 MF1757| PID    Reference Object                     Distance      Geod. Az  |
 MF1757|                                                           dddmmss.s |
 MF1757| CI7361 EARLVILLE RM 2                       26.100 METERS 06515     |
 MF1757| CI7359 EARLVILLE AZ MK                                    2470730.4 |
 MF1757| MF1519 EARLVILLE MARATHON ELEC TANK        APPROX. 2.5 KM 2760339.5 |
 MF1757| MF1521 EARLVILLE MUNICIPAL STANDPIPE       APPROX. 1.6 KM 3021218.9 |
 MF1757| CI7360 EARLVILLE RM 1                       38.682 METERS 34521     |
 MF1757|---------------------------------------------------------------------|
 MF1757
 MF1757                          SUPERSEDED SURVEY CONTROL
 MF1757
 MF1757  ELLIP H (03/04/03)  182.95   (m)                       GP(       ) 4 2
 MF1757  NAD 83(1997)-  41 35 00.73594(N)    088 54 22.46564(W) AD(       ) 2
 MF1757  NAD 83(1997)-  41 35 00.73785(N)    088 54 22.47091(W) AD(       ) 2
 MF1757  NAD 83(1986)-  41 35 00.74093(N)    088 54 22.47323(W) AD(       ) 2
 MF1757  NAD 27      -  41 35 00.63030(N)    088 54 22.18260(W) AD(       ) 2
 MF1757  NGVD 29 (07/19/86)  214.92   (m)          705.1    (f) LEVELING    3  
 MF1757
 MF1757.Superseded values are not recommended for survey control.
 MF1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1757.See file dsdata.txt to determine how the superseded data were derived.
 MF1757
 MF1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4110105293(NAD 83)
 MF1757_MARKER: DS = TRIANGULATION STATION DISK
 MF1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1757+STABILITY: SURFACE MOTION
 MF1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1757+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 MF1757
 MF1757  HISTORY     - Date     Condition        Report By
 MF1757  HISTORY     - 1954     MONUMENTED       CGS
 MF1757  HISTORY     - 1966     GOOD             CGS
 MF1757  HISTORY     - 19970801 GOOD             USPSQD
 MF1757  HISTORY     - 200205   GOOD             ASCPC
 MF1757  HISTORY     - 20020819 GOOD             USPSQD
 MF1757
 MF1757                          STATION DESCRIPTION
 MF1757
 MF1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1757'STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 34
 MF1757'ABOUT 1/2 MILE SOUTHEAST OF EARLVILLE.  IT IS 65 FEET SOUTH
 MF1757'OF THE CENTER OF THE HIGHWAY, 64 FEET EAST OF THE CENTER OF
 MF1757'THE ENTRANCE DRIVEWAY TO THE STOKLEY CATTLE CO., 3 FEET EAST
 MF1757'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 MF1757'MARK IS FLUSH AND THE DISK IS STAMPED EARLVILLE 1954.
 MF1757'
 MF1757'REFERENCE MARK NO. 1 IS 61 FEET NORTH OF THE CENTER OF THE
 MF1757'HIGHWAY, 29 FEET EAST OF THE CENTER OF A GRAVEL DRIVEWAY AND
 MF1757'1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MF1757'STAMPED EARLVILLE NO 1 1954.
 MF1757'
 MF1757'REFERENCE MARK NO. 2 IS 65 FEET SOUTH OF THE CENTER OF THE
 MF1757'HIGHWAY AND 1 FOOT NORTH OF THE FENCE.  THE MARK IS FLUSH AND
 MF1757'THE DISK IS STAMPED EARLVILLE NO 2 1954.
 MF1757'
 MF1757'AZIMUTH MARK IS 80 FEET NORTH OF THE THE CENTER OF HIGHWAY
 MF1757'34, 3 FEET SOUTHWEST OF A POWER LINE POLE, 3 FEET EAST OF
 MF1757'A WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE CORNER.  THE
 MF1757'MARK IS FLUSH AND THE DISK IS STAMPED EARLVILLE 1954.
 MF1757'
 MF1757'TO REACH THE STATION FROM THE RAILROAD CROSSING ON OTTAWA
 MF1757'STREET, ONE BLOCK EAST OF THE DEPOT IN EARLVILLE, GO SOUTH
 MF1757'ON OTTAWA STREET FOR 0.9 MILE TO THE JUNCTION OF U.S. HIGHWAY
 MF1757'34.  TURN LEFT AND GO EAST ON HIGHWAY 34 FOR 0.45 MILE TO
 MF1757'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST
 MF1757'ON THE HIGHWAY FOR 0.45 MILE TO A DRIVEWAY RIGHT AND THE
 MF1757'STATION ON THE RIGHT AS DESCRIBED.
 MF1757'
 MF1757'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1757
 MF1757                          STATION RECOVERY (1966)
 MF1757
 MF1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1757'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 MF1757'CONDITION AT THIS TIME.  MR. ROSCOE GOODBRAD NOW OWNS THE
 MF1757'STATION SITE PROPERTY.  THE FENCES AT BOTH THE STATION AND
 MF1757'AZIMUTH MARK ARE GONE.  THE DESCRIPTION IS GOOD WITH THE
 MF1757'BELOW CHANGES.
 MF1757'
 MF1757'STATION MARK IS 107 FEET WEST OF THE NORTHWEST CORNER OF
 MF1757'COLES LP GAS OFFICE.
 MF1757'
 MF1757'REFERENCE MARK 2 IS 60 FEET SOUTHWEST OF THE CENTERLINE OF
 MF1757'THE DRIVEWAY LEADING TO COLES LP GAS AND 36 FEET NORTHWEST
 MF1757'OF THE NORTHWEST CORNER OF THE OFFICE.
 MF1757'
 MF1757'THE AZIMUTH MARK IS 54 FEET EAST OF THE CENTERLINE OF THE
 MF1757'EAST DRIVEWAY LEADING TO TODDS DIESEL GAS SERVICE AND 1 FOOT
 MF1757'SOUTHEAST OF A METAL WITNESS POST.
 MF1757
 MF1757                          STATION RECOVERY (1997)
 MF1757
 MF1757'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1757'RECOVERED IN GOOD CONDITION.
 MF1757
 MF1757                          STATION RECOVERY (2002)
 MF1757
 MF1757'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1757'RECOVERED AS DESCRIBED
 MF1757' 
 MF1757'
 MF1757
 MF1757                          STATION RECOVERY (2002)
 MF1757
 MF1757'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1757'RM 1,  AND THE AZIMUTH WERE LOCATED IN GOOD CONDITION. RM 2 WAS NOT
 MF1757'LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1519 ***********************************************************************
 MF1519  DESIGNATION -  EARLVILLE MARATHON ELEC TANK
 MF1519  PID         -  MF1519
 MF1519  STATE/COUNTY-  IL/LA SALLE
 MF1519  USGS QUAD   -  EARLVILLE (1971)
 MF1519
 MF1519                         *CURRENT SURVEY CONTROL
 MF1519  ___________________________________________________________________
 MF1519* NAD 83(1997)-  41 35 09.28201(N)    088 56 09.82428(W)     ADJUSTED  
 MF1519* NAVD 88     -                                                        
 MF1519  ___________________________________________________________________
 MF1519  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 MF1519  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF1519
 MF1519  HORZ ORDER  -  THIRD
 MF1519
 MF1519.The horizontal coordinates were established by classical geodetic methods
 MF1519.and adjusted by the National Geodetic Survey in October 1999..
 MF1519
 MF1519
 MF1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1519
 MF1519.The geoid height was determined by GEOID03.
 MF1519
 MF1519;                    North         East     Units Scale Factor Converg.
 MF1519;SPC IL E     -   546,286.734   249,742.152   MT  1.00000607   -0 24 00.2
 MF1519;SPC IL E     - 1,792,275.73    819,362.38   sFT  1.00000607   -0 24 00.2
 MF1519;SPC IL W     -   546,824.259   802,609.757   MT  1.00007070   +0 49 00.8
 MF1519;SPC IL W     - 1,794,039.26  2,633,228.84   sFT  1.00007070   +0 49 00.8
 MF1519;UTM  16      - 4,605,612.231   338,620.904   MT  0.99992050   -1 17 07.2
 MF1519
 MF1519                          SUPERSEDED SURVEY CONTROL
 MF1519
 MF1519  NAD 83(1997)-  41 35 09.28397(N)    088 56 09.82930(W) AD(       ) 4
 MF1519  NAD 83(1986)-  41 35 09.28711(N)    088 56 09.83140(W) AD(       ) 4
 MF1519  NAD 27      -  41 35 09.17700(N)    088 56 09.54700(W) AD(       ) 3
 MF1519
 MF1519.Superseded values are not recommended for survey control.
 MF1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1519.See file dsdata.txt to determine how the superseded data were derived.
 MF1519
 MF1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3862105612(NAD 83)
 MF1519_MARKER: 53 = ELEVATED TANK
 MF1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1519+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 MF1519
 MF1519  HISTORY     - Date     Condition        Report By
 MF1519  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1519  HISTORY     - 19830615 GOOD             NGS
 MF1519  HISTORY     - 19970801 GOOD             USPSQD
 MF1519  HISTORY     - 20020819 GOOD             USPSQD
 MF1519
 MF1519                          STATION DESCRIPTION
 MF1519
 MF1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1519'STATION IS THE METAL BALL AT THE CENTER OF THE TOP OF THE
 MF1519'MARATHON ELECTRIC MFG. CO. WATER TANK, LOCATED 0.5 MILE
 MF1519'WEST OF EARLVILLE AT THE NORTH SIDE OF THE FACTORY.  IT
 MF1519'IS A MEDIUM SIZED STEEL TANK, WITH AN OVAL TOP AND BOTTOM
 MF1519'AND WITH VERTICAL SIDES ABOUT 10 FEET HIGH.  THE TANK IS
 MF1519'ATOP A 4 LEGGED TUBULAR STEEL STRUCTURE.  THE TANK AND LEGS
 MF1519'ARE PAINTED BLACK.  THE TANK HAS THE LEGEND MARATHON MOTORS
 MF1519'IN WHITE LETTERS ON THE NORTH AND SOUTH SIDES.  THE TOTAL
 MF1519'HEIGHT IS ABOUT 135 FEET.
 MF1519
 MF1519                          STATION RECOVERY (1983)
 MF1519
 MF1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MF1519'STATION WAS RECOVERED IN GOOD CONDITION.  THE FACTORY MENTIONED IN OLD
 MF1519'DESCRIPTION IS NOW ABANDONED AND FOR SALE.
 MF1519
 MF1519                          STATION RECOVERY (1997)
 MF1519
 MF1519'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1519'RECOVERED IN GOOD CONDITION.
 MF1519
 MF1519                          STATION RECOVERY (2002)
 MF1519
 MF1519'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1521 ***********************************************************************
 MF1521  DESIGNATION -  EARLVILLE MUNICIPAL STANDPIPE
 MF1521  PID         -  MF1521
 MF1521  STATE/COUNTY-  IL/LA SALLE
 MF1521  USGS QUAD   -  EARLVILLE (1971)
 MF1521
 MF1521                         *CURRENT SURVEY CONTROL
 MF1521  ___________________________________________________________________
 MF1521* NAD 83(1997)-  41 35 27.89202(N)    088 55 19.90044(W)     ADJUSTED  
 MF1521* NAVD 88     -                                                        
 MF1521  ___________________________________________________________________
 MF1521  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 MF1521  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF1521
 MF1521  HORZ ORDER  -  THIRD
 MF1521
 MF1521.The horizontal coordinates were established by classical geodetic methods
 MF1521.and adjusted by the National Geodetic Survey in October 1999..
 MF1521
 MF1521
 MF1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1521
 MF1521.The geoid height was determined by GEOID03.
 MF1521
 MF1521;                    North         East     Units Scale Factor Converg.
 MF1521;SPC IL E     -   546,852.888   250,902.418   MT  1.00000465   -0 23 27.2
 MF1521;SPC IL E     - 1,794,133.18    823,169.02   sFT  1.00000465   -0 23 27.2
 MF1521;SPC IL W     -   547,414.968   803,757.813   MT  1.00007361   +0 49 34.2
 MF1521;SPC IL W     - 1,795,977.27  2,636,995.42   sFT  1.00007361   +0 49 34.2
 MF1521;UTM  16      - 4,606,160.343   339,789.678   MT  0.99991587   -1 16 34.5
 MF1521
 MF1521                          SUPERSEDED SURVEY CONTROL
 MF1521
 MF1521  NAD 83(1997)-  41 35 27.89398(N)    088 55 19.90571(W) AD(       ) 4
 MF1521  NAD 83(1986)-  41 35 27.89706(N)    088 55 19.90780(W) AD(       ) 4
 MF1521  NAD 27      -  41 35 27.79000(N)    088 55 19.62600(W) AD(       ) 3
 MF1521
 MF1521.Superseded values are not recommended for survey control.
 MF1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1521.See file dsdata.txt to determine how the superseded data were derived.
 MF1521
 MF1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3979006160(NAD 83)
 MF1521_MARKER: 52 = STANDPIPE TANK
 MF1521_SETTING: 0 = UNSPECIFIED SETTING
 MF1521
 MF1521  HISTORY     - Date     Condition        Report By
 MF1521  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1521  HISTORY     - 1966     GOOD             CGS
 MF1521  HISTORY     - 19970801 GOOD             USPSQD
 MF1521  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 MF1521
 MF1521                          STATION DESCRIPTION
 MF1521
 MF1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1521'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL STANDPIPE
 MF1521'LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF NORTH
 MF1521'OTTAWA STREET AND PARK STREET IN THE CENTER OF TOWN.  THE
 MF1521'STANDPIPE IS A STEEL STRUCTURE ABOUT 100 FEET HIGH AND ABOUT
 MF1521'12 FEET IN DIAMETER AND IS PAINTED SILVER.
 MF1521
 MF1521                          STATION RECOVERY (1966)
 MF1521
 MF1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1521'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THE TOP FEW
 MF1521'FEET OF THE STANDPIPE HAS BEEN PAINTED RED.
 MF1521'
 MF1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EARLVILLE.
 MF1521
 MF1521                          STATION RECOVERY (1997)
 MF1521
 MF1521'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1521'RECOVERED IN GOOD CONDITION.
 MF1521
 MF1521                          STATION RECOVERY (2002)
 MF1521
 MF1521'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1521'THE STANDPIPE HAS BEEN TORN DOWN. THE BASE REMAINS INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0352 ***********************************************************************
 KB0352  DESIGNATION -  EAST
 KB0352  PID         -  KB0352
 KB0352  STATE/COUNTY-  IL/EFFINGHAM
 KB0352  USGS QUAD   -  TEUTOPOLIS (1985)
 KB0352
 KB0352                         *CURRENT SURVEY CONTROL
 KB0352  ___________________________________________________________________
 KB0352* NAD 83(1997)-  39 11 10.33760(N)    088 29 39.31698(W)     ADJUSTED  
 KB0352* NAVD 88     -       189.896  (meters)     623.02   (feet)  ADJUSTED  
 KB0352  ___________________________________________________________________
 KB0352  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 KB0352  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB0352  DYNAMIC HT  -         189.783 (meters)     622.65  (feet)  COMP
 KB0352  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 KB0352
 KB0352  HORZ ORDER  -  SECOND
 KB0352  VERT ORDER  -  SECOND    CLASS 0
 KB0352
 KB0352.The horizontal coordinates were established by classical geodetic methods
 KB0352.and adjusted by the National Geodetic Survey in October 1999..
 KB0352
 KB0352.The orthometric height was determined by differential leveling
 KB0352.and adjusted by the National Geodetic Survey in June 1991..
 KB0352
 KB0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0352
 KB0352.The geoid height was determined by GEOID03.
 KB0352
 KB0352.The dynamic height is computed by dividing the NAVD 88
 KB0352.geopotential number by the normal gravity value computed on the
 KB0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0352.degrees latitude (g = 980.6199 gals.).
 KB0352
 KB0352.The modeled gravity was interpolated from observed gravity values.
 KB0352
 KB0352;                    North         East     Units Scale Factor Converg.
 KB0352;SPC IL E     -   279,661.818   286,096.914   MT  0.99997738   -0 06 06.0
 KB0352;SPC IL E     -   917,523.81    938,636.29   sFT  0.99997738   -0 06 06.0
 KB0352;UTM  16      - 4,338,503.690   370,946.703   MT  0.99980507   -0 56 39.4
 KB0352
 KB0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0352!SPC IL E     -   0.99997523  x   0.99997738  =   0.99995261
 KB0352!UTM  16      -   0.99997523  x   0.99980507  =   0.99978030
 KB0352
 KB0352:                Primary Azimuth Mark                     Grid Az
 KB0352:SPC IL E     -  ROETKER RESET                            000 22 35.4
 KB0352:UTM  16      -  ROETKER RESET                            001 13 08.8
 KB0352
 KB0352|---------------------------------------------------------------------|
 KB0352| PID    Reference Object                     Distance      Geod. Az  |
 KB0352|                                                           dddmmss.s |
 KB0352| KB0346 ROETKER RESET                       APPROX. 2.7 KM 0001629.4 |
 KB0352| KB0350 EAST RM 1                            11.926 METERS 09521     |
 KB0352| KB1199 TEUTOPOLIS RAD STA WSEI MAST        APPROX. 6.1 KM 1773105.0 |
 KB0352| KB0351 EAST RM 2                            16.680 METERS 17837     |
 KB0352|---------------------------------------------------------------------|
 KB0352
 KB0352                          SUPERSEDED SURVEY CONTROL
 KB0352
 KB0352  NAD 83(1997)-  39 11 10.34628(N)    088 29 39.31182(W) AD(       ) 2
 KB0352  NAD 83(1986)-  39 11 10.35037(N)    088 29 39.31052(W) AD(       ) 2
 KB0352  NAD 27      -  39 11 10.20500(N)    088 29 39.13810(W) AD(       ) 2
 KB0352  NGVD 29 (??/??/92)  189.980  (m)          623.29   (f) ADJ UNCH    2 0
 KB0352
 KB0352.Superseded values are not recommended for survey control.
 KB0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0352.See file dsdata.txt to determine how the superseded data were derived.
 KB0352
 KB0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7094738504(NAD 83)
 KB0352_MARKER: DS = TRIANGULATION STATION DISK
 KB0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0352_STAMPING: EAST 1959
 KB0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0352+STABILITY: SURFACE MOTION
 KB0352
 KB0352  HISTORY     - Date     Condition        Report By
 KB0352  HISTORY     - 1959     MONUMENTED       CGS
 KB0352  HISTORY     - 1959     GOOD             CGS
 KB0352  HISTORY     - 1973     GOOD             NGS
 KB0352
 KB0352                          STATION DESCRIPTION
 KB0352
 KB0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0352'STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHEAST OF EFFINGHAM, 2-3/4
 KB0352'MILES SOUTH OF SIGEL AND ABOUT 1 MILE EAST OF U.S. HIGHWAY 45.
 KB0352'
 KB0352'TO REACH FROM THE POST OFFICE IN SIGEL GO SOUTH ON U.S. HIGHWAY 45
 KB0352'FOR 0.25 MILE TO WHERE U.S. HIGHWAY 45 BEARS RIGHT AND SURFACE
 KB0352'ROAD CONTINUES SOUTH, CONTINUE SOUTH ON SURFACE ROAD FOR 2.6 MILES TO
 KB0352'END OF ROAD AND STATION IN NORTHWEST ANGLE OF
 KB0352'INTERSECTION AS DESCRIBED.
 KB0352'
 KB0352'STATION MARK, A STANDARD STATION MARK DISK STAMPED EAST 1959, IS SET
 KB0352'IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 KB0352'INCHES. THE MARK IS 37 FEET N. W.  OF CENTER OF JUNCTION, 32.5
 KB0352'FEET NORTH OF CENTER OF SURFACE ROAD, 18.5 FEET WEST OF CENTER
 KB0352'OF SURFACE ROAD, 3 FEET SOUTHEAST OF TELEPHONE POLE AND 2.8 FEET
 KB0352'SOUTHEAST OF WITNESS POST.
 KB0352'
 KB0352'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED EAST
 KB0352'NO.1 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE POST
 KB0352'WHICH PROJECTS ABOUT 2 INCHES. THE MARK IS 34.5 FEET NORTHEAST OF
 KB0352'CENTER OF JUNCTION, 28 FEET NORTH OF CENTER OF SURFACED ROAD,
 KB0352'20.5 FEET EAST OF CENTER OF SURFACED ROAD AND 1.7 FEET WEST OF
 KB0352'TELEPHONE POLE.
 KB0352'
 KB0352'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED EAST
 KB0352'NO. 2 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE POST
 KB0352'WHICH PROJECTS ABOUT 1 INCH. THE MARK IS 29.5 FEET SOUTHWEST OF
 KB0352'CENTER OF JUNCTION, 24 FEET SOUTH OF CENTER OF SURFACED ROAD
 KB0352'AND 2.5 FEET EAST OF TELEPHONE POLE.
 KB0352'
 KB0352'BENCH MARK, J 209 AZIMUTH MARK IS STAMPED J 209 1959, IS SET FLUSH IN
 KB0352'A DRILL HOLE IN THE NORTHEND OF EAST HEADWALL OF CULVERT, 29
 KB0352'FEET EAST-NORTHEAST OF TELEPHONE POLE, 18.5 FEET SOUTH OF CENTER OF
 KB0352'SURFACED ROAD AND 13 FEET EAST OF CENTER OF DIRT ROAD.
 KB0352'
 KB0352'TO REACH J 209 AZIMUTH MARK FROM STATION, GO WEST ON SURFACED ROAD
 KB0352'FOR 0.25 MILE TO MARK ON SOUTH SIDE OF ROAD AS DESCRIBED.
 KB0352
 KB0352                          STATION RECOVERY (1959)
 KB0352
 KB0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0352'3 MI S FROM SIGEL.
 KB0352'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0352'AT SIGEL, THENCE 2.7 MILE SOUTH ALONG AN ASPHALT ROAD, AT THE
 KB0352'JUNCTION OF AN EAST-WEST CROSS ROAD, 32 FEET NORTH OF THE
 KB0352'EAST-WEST ROAD, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 36
 KB0352'FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 40 1/2 FEET WEST
 KB0352'AND ACROSS THE ROAD FROM POWER POLE CP 8-34, 3 FEET SOUTHEAST
 KB0352'OF A POWER POLE, 2.8 FEET SOUTHEAST OF A METAL WITNESS POST,
 KB0352'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 KB0352'A CONCRETE POST PROJECTING 3 INCHES.
 KB0352
 KB0352                          STATION RECOVERY (1973)
 KB0352
 KB0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1107 ***********************************************************************
 NH1107  DESIGNATION -  EAST DUNDEE MUN STANDPIPE
 NH1107  PID         -  NH1107
 NH1107  STATE/COUNTY-  IL/KANE
 NH1107  USGS QUAD   -  ELGIN (1992)
 NH1107
 NH1107                         *CURRENT SURVEY CONTROL
 NH1107  ___________________________________________________________________
 NH1107* NAD 83(1997)-  42 06 18.39087(N)    088 16 39.64320(W)     ADJUSTED  
 NH1107* NAVD 88     -                                                        
 NH1107  ___________________________________________________________________
 NH1107  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 NH1107  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH1107
 NH1107  HORZ ORDER  -  THIRD
 NH1107
 NH1107.The horizontal coordinates were established by classical geodetic methods
 NH1107.and adjusted by the National Geodetic Survey in October 1999..
 NH1107
 NH1107
 NH1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1107
 NH1107.The geoid height was determined by GEOID03.
 NH1107
 NH1107;                    North         East     Units Scale Factor Converg.
 NH1107;SPC IL E     -   603,778.678   304,603.321   MT  0.99997526   +0 02 14.3
 NH1107;SPC IL E     - 1,980,897.21    999,352.73   sFT  0.99997526   +0 02 14.3
 NH1107;UTM  16      - 4,662,236.246   394,359.105   MT  0.99973732   -0 51 24.3
 NH1107
 NH1107                          SUPERSEDED SURVEY CONTROL
 NH1107
 NH1107  NAD 83(1997)-  42 06 18.39002(N)    088 16 39.64449(W) AD(       ) 4
 NH1107  NAD 83(1986)-  42 06 18.39277(N)    088 16 39.65376(W) AD(       ) 4
 NH1107  NAD 27      -  42 06 18.30000(N)    088 16 39.36300(W) AD(       ) 3
 NH1107
 NH1107.Superseded values are not recommended for survey control.
 NH1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1107.See file dsdata.txt to determine how the superseded data were derived.
 NH1107
 NH1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9435962236(NAD 83)
 NH1107_MARKER: 52 = STANDPIPE TANK
 NH1107
 NH1107  HISTORY     - Date     Condition        Report By
 NH1107  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1107  HISTORY     - 1966     GOOD             CGS
 NH1107  HISTORY     - 19910319 GOOD             USPSQD
 NH1107  HISTORY     - 19971101 GOOD             USPSQD
 NH1107  HISTORY     - 19980527 GOOD             USPSQD
 NH1107
 NH1107                          STATION DESCRIPTION
 NH1107
 NH1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1107'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL STANDPIPE
 NH1107'LOCATED ABOUT 350 FEET NORTH OF BARRINGTON AVENUE AND ABOUT
 NH1107'300 FEET WEST OF GUTH STREET IN EAST DUNDEE.  IT IS A STEEL
 NH1107'STRUCTURE ABOUT 15 FEET IN DIAMETER AND ABOUT 65 FEET HIGH
 NH1107'AND IS PAINTED SILVER WITH THE NAME EAST DUNDEE PAINTED ON
 NH1107'THE SOUTH SIDE IN BLACK LETTERS.
 NH1107
 NH1107                          STATION RECOVERY (1966)
 NH1107
 NH1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1107'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1107'CONDITION AT THIS TIME.
 NH1107
 NH1107                          STATION RECOVERY (1991)
 NH1107
 NH1107'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBL)
 NH1107'RECOVERED IN GOOD CONDITION.
 NH1107
 NH1107                          STATION RECOVERY (1997)
 NH1107
 NH1107'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1107'RECOVERED IN GOOD CONDITION.
 NH1107
 NH1107                          STATION RECOVERY (1998)
 NH1107
 NH1107'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2663 ***********************************************************************
 ME2663  DESIGNATION -  EAST END
 ME2663  PID         -  ME2663
 ME2663  STATE/COUNTY-  IL/COOK
 ME2663  USGS QUAD   -  JACKSON PARK (1993)
 ME2663
 ME2663                         *CURRENT SURVEY CONTROL
 ME2663  ___________________________________________________________________
 ME2663* NAD 83(1997)-  41 48 15.10510(N)    087 35 09.35763(W)     ADJUSTED  
 ME2663* NAVD 88     -       269.     (meters)     883.     (feet)  VERTCON   
 ME2663  ___________________________________________________________________
 ME2663  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 ME2663  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME2663
 ME2663  HORZ ORDER  -  SECOND
 ME2663
 ME2663.The horizontal coordinates were established by classical geodetic methods
 ME2663.and adjusted by the National Geodetic Survey in October 1999..
 ME2663
 ME2663.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2663
 ME2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2663
 ME2663.The geoid height was determined by GEOID03.
 ME2663
 ME2663;                    North         East     Units Scale Factor Converg.
 ME2663;SPC IL E     -   570,624.963   362,110.830   MT  1.00002245   +0 29 53.6
 ME2663;SPC IL E     - 1,872,125.40  1,188,025.28   sFT  1.00002245   +0 29 53.6
 ME2663;UTM  16      - 4,628,202.592   451,325.876   MT  0.99962915   -0 23 26.1
 ME2663
 ME2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2663!SPC IL E     -   0.99996308  x   1.00002245  =   0.99998553
 ME2663!UTM  16      -   0.99996308  x   0.99962915  =   0.99959224
 ME2663
 ME2663|---------------------------------------------------------------------|
 ME2663| PID    Reference Object                     Distance      Geod. Az  |
 ME2663|                                                           dddmmss.s |
 ME2663| CM3452 EAST END RM 1                         9.540 METERS 06932     |
 ME2663| CM3453 EAST END RM 2                         9.854 METERS 10757     |
 ME2663| ME2712 CHICAGO RAD STA KA 4106 MAST        APPROX. 6.7 KM 2173559.5 |
 ME2663| ME2701 CHICAGO ST MARTIN RC CH SPIRE       APPROX. 4.3 KM 2443103.6 |
 ME2663| ME2714 CHICAGO ST AUGUSTINE CATH CH        APPROX. 6.3 KM 2675522.5 |
 ME2663| ME2656 CHICAGO PALMOLIVE BLDG BEACON       APPROX.11.1 KM 3433718.5 |
 ME2663|---------------------------------------------------------------------|
 ME2663
 ME2663                          SUPERSEDED SURVEY CONTROL
 ME2663
 ME2663  NAD 83(1997)-  41 48 15.10531(N)    087 35 09.35793(W) AD(       ) 2
 ME2663  NAD 83(1997)-  41 48 15.11015(N)    087 35 09.36827(W) AD(       ) 2
 ME2663  NAD 83(1986)-  41 48 15.11053(N)    087 35 09.36754(W) AD(       ) 2
 ME2663  NAD 27      -  41 48 14.98538(N)    087 35 09.19263(W) AD(       ) 2
 ME2663  NGVD 29 (07/19/86)  269.     (m)          883.     (f) VERT ANG       
 ME2663
 ME2663.Superseded values are not recommended for survey control.
 ME2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2663.See file dsdata.txt to determine how the superseded data were derived.
 ME2663
 ME2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5132628203(NAD 83)
 ME2663_MARKER: DS = TRIANGULATION STATION DISK
 ME2663_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2663+WITH SETTING: PAVEMENT
 ME2663
 ME2663  HISTORY     - Date     Condition        Report By
 ME2663  HISTORY     - 1956     MONUMENTED       CGS
 ME2663  HISTORY     - 1963     GOOD             USGS
 ME2663  HISTORY     - 1976     GOOD             LOCENG
 ME2663  HISTORY     - 1977     GOOD             NGS
 ME2663
 ME2663                          STATION DESCRIPTION
 ME2663
 ME2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2663'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF CHICAGO, IN THE
 ME2663'HYDE PARK AREA, ON THE FLAT TOP
 ME2663'ROOF OF THE WEST WING OF THE 5000 EAST END HOTEL.  THE HOTEL IS
 ME2663'LOCATED AT THE INTERSECTION OF EAST
 ME2663'END AVENUE AND 50TH STREET, A SHORT DISTANCE WEST OF LAKE
 ME2663'SHORE DRIVE.  THE MAIN BUILDING EXTENDS ABOUT
 ME2663'20 FEET HIGHER THAN THE WEST WING.  THE
 ME2663'STATION MARK IS 31.5 FEET WEST OF THE ENTRANCE TO THE ROOF, 13.5
 ME2663'FEET NORTHEAST OF THE SOUTHWEST
 ME2663'CORNER OF THE ROOF, 13.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 ME2663'THE ROOF, 11 FEET NORTH OF
 ME2663'THE SOUTH WALL, 11 FEET SOUTH OF THE NORTH WALL AND 8 FEET EAST
 ME2663'OF THE WEST EDGE OF THE ROOF.  THE ROOF
 ME2663'SURFACE IS OF CONCRETE SLAB CONSTRUCTION AND IS
 ME2663'COVERED WITH ROOFING MATERIAL, TAR AND GRAVEL.  THE DISK
 ME2663'IS SET IN A DRILL HOLE IN THE
 ME2663'CONCRETE SLAB AND CEMENTED WITH ROOFING CEMENT.  A 2-1/2 INCH IRON
 ME2663'PIPE WITH A SCREW CAP EXTENDS FROM
 ME2663'THE DISK THROUGH ROOFING MATERIAL AND PROJECTS ABOUT 4 INCHES ABOVE
 ME2663'THE SURFACE.  THE DISK IS STAMPED
 ME2663'EAST END 1956.
 ME2663'
 ME2663'TO REACH THE STATION FROM THE SERVICE ELEVATOR AT THE WEST SIDE OF
 ME2663'THE BUILDING, CONTACT THE
 ME2663'MANAGER OR THE ENGINEER OF THE BUILDING AND ARRANGEMENTS CAN BE MADE
 ME2663'FOR OBSERVING PARTIES OR LIGHT
 ME2663'KEEPERS TO GET ON THE ROOF.
 ME2663'
 ME2663'REFERENCE MARK 1 IS SET IN THE CONCRETE COPING, 10 FEET NORTH OF THE
 ME2663'ENTRANCE TO THE ROOF AND 2
 ME2663'FEET WEST OF THE WEST EDGE OF THE MAIN BUILDING.  THE MARK IS SET IN
 ME2663'A DRILL HOLE FLUSH WITH THE COPING
 ME2663'SURFACE AND THE DISK IS STAMPED EAST END NO 1 1956.
 ME2663'
 ME2663'REFERENCE MARK 2 IS SET IN THE CONCRETE COPING, 10.5 FEET SOUTH OF
 ME2663'THE ENTRANCE TO THE ROOF AND 1
 ME2663'FOOT WEST OF THE WEST EDGE OF THE MAIN BUILDING.  THE MARK IS SET IN
 ME2663'A DRILL HOLE FLUSH WITH THE COPING
 ME2663'SURFACE AND THE DISK IS STAMPED EAST END NO 2 1956.
 ME2663'
 ME2663'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 ME2663
 ME2663                          STATION RECOVERY (1963)
 ME2663
 ME2663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ME2663'STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN GOOD
 ME2663'CONDITION.  OBJECTS
 ME2663'VISIBLE FROM TRIPOD HEIGHT ARE THE SAME AS LISTED ON ORIGINAL
 ME2663'DESCRIPTION.  DESCRIPTION
 ME2663'IS ADEQUATE.
 ME2663
 ME2663                          STATION RECOVERY (1976)
 ME2663
 ME2663'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (ARS)
 ME2663'EAST END RM 1 RM 2 ALL MARKS RECOVERED IN GOOD CONDITION AS
 ME2663'DESCRIBED.
 ME2663'
 ME2663'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHICAGO.
 ME2663
 ME2663                          STATION RECOVERY (1977)
 ME2663
 ME2663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2663'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 ME2663'FOUND IN GOOD CONDITION AS DESCRIBED IN 1956.  THE STATION WAS
 ME2663'NOT OCCUPIED AT THIS TIME.  A TRAVERSE WAS MADE TO
 ME2663'TRIANGULATION STATION BEACH USING ELECTRONIC DISTANCE EQUIPMENT
 ME2663'
 ME2663'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF CHICAGO IN
 ME2663'THE HYDE PARK AREA, ON THE FLAT TOP ROOF OF THE 5000 EAST END
 ME2663'APARTMENTS.  THE APARTMENT BUILDING IS LOCATED AT THE
 ME2663'INTERSECTION OF EAST END AVENUE AND 50TH STREET, A SHORT
 ME2663'DISTANCE WEST OF LAKE SHORE DRIVE.  THE MAIN BUILDING EXTENDS
 ME2663'ABOUT 20 FEET HIGHER THAN THE WEST WING.
 ME2663'
 ME2663'THE STATION MARK, A STANDARD DISK STAMPED---EAST END 1956---,
 ME2663'IS SET IN A DRILL HOLE IN THE CONCRETE SLAB AND CEMENTED WITH
 ME2663'ROOFING CEMENT.  THE CONCRETE SLAB IS COVERED WITH ROOFING
 ME2663'MATERIAL, TAR AND GRAVEL.  A 2-1/2 INCH IRON PIPE WITH A SCREW
 ME2663'CAP EXTENDS FROM THE DISK THROUGH THE ROOFING MATERIAL AND
 ME2663'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE.  THE STATION IS
 ME2663'31.5 FEET WEST OF THE ENTRANCE TO THE ROOF, 13.5 FEET NORTHEAST
 ME2663'OF THE SOUTHWEST CORNER OF THE ROOF, 13.5 FEET SOUTHEAST OF
 ME2663'THE NORTHWEST CORNER OF THE ROOF, 11 FEET NORTH OF THE SOUTH
 ME2663'WALL, 11 FEET SOUTH OF THE NORTH WALL, AND 8 FEET EAST OF THE
 ME2663'WEST EDGE OF THE ROOF.
 ME2663'
 ME2663'REFERENCE MARK 1, A STANDARD DISK STAMPED---EAST END NO 1
 ME2663'1956---, IS SET IN THE CONCRETE COPING, 10 FEET NORTH
 ME2663'OF THE ENTRANCE TO THE ROOF AND 2 FEET WEST OF THE WEST EDGE OF
 ME2663'THE MAIN BUILDING.  THE MARK IS SET IN A DRILL HOLE FLUSH WITH
 ME2663'THE COPING SURFACE.
 ME2663'
 ME2663'REFERENCE MARK 2, A STANDARD DISK STAMPED---EAST END NO 2
 ME2663'1956---, IS SET IN THE CONCRETE COPING, 10.5 FEET SOUTH
 ME2663'OF THE ENTRANCE TO THE ROOF AND 1 FOOT WEST OF THE WEST EDGE OF
 ME2663'THE MAIN BUILDING.  THE MARK IS SET IN A DRILL HOLE FLUSH WITH
 ME2663'THE COPING SURFACE.
 ME2663'
 ME2663'THERE WAS NO MEASUREMENT MADE BETWEEN REFERENCE MARKS 1 AND 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0672 ***********************************************************************
 MG0672  DESIGNATION -  EAST MOLINE STANDPIPE
 MG0672  PID         -  MG0672
 MG0672  STATE/COUNTY-  IL/ROCK ISLAND
 MG0672  USGS QUAD   -  SILVIS (1991)
 MG0672
 MG0672                         *CURRENT SURVEY CONTROL
 MG0672  ___________________________________________________________________
 MG0672* NAD 83(1997)-  41 30 35.12078(N)    090 24 54.38634(W)     ADJUSTED  
 MG0672* NAVD 88     -                                                        
 MG0672  ___________________________________________________________________
 MG0672  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 MG0672  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MG0672
 MG0672  HORZ ORDER  -  THIRD
 MG0672
 MG0672.The horizontal coordinates were established by classical geodetic methods
 MG0672.and adjusted by the National Geodetic Survey in October 1999..
 MG0672
 MG0672
 MG0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0672
 MG0672.The geoid height was determined by GEOID03.
 MG0672
 MG0672;                    North         East     Units Scale Factor Converg.
 MG0672;SPC IL W     -   537,664.881   679,260.483   MT  0.99994647   -0 09 52.8
 MG0672;SPC IL W     - 1,763,988.86  2,228,540.43   sFT  0.99994647   -0 09 52.8
 MG0672;SPC IA S     -   172,224.543   757,474.514   MT  0.99996287   +2 01 55.3
 MG0672;UTM  15      - 4,598,573.445   715,718.951   MT  1.00017271   +1 42 49.6
 MG0672
 MG0672                          SUPERSEDED SURVEY CONTROL
 MG0672
 MG0672  NAD 83(1997)-  41 30 35.12078(N)    090 24 54.38631(W) AD(       ) 4
 MG0672  NAD 83(1986)-  41 30 35.12358(N)    090 24 54.39712(W) AD(       ) 4
 MG0672  NAD 27      -  41 30 35.00000(N)    090 24 53.93000(W) AD(       ) 3
 MG0672
 MG0672.Superseded values are not recommended for survey control.
 MG0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0672.See file dsdata.txt to determine how the superseded data were derived.
 MG0672
 MG0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF1571998573(NAD 83)
 MG0672_MARKER: 52 = STANDPIPE TANK
 MG0672
 MG0672  HISTORY     - Date     Condition        Report By
 MG0672  HISTORY     - 1930     FIRST OBSERVED   CGS
 MG0672  HISTORY     - 1957     GOOD             CGS
 MG0672  HISTORY     - 1958     GOOD             CGS
 MG0672  HISTORY     - 1960     GOOD             CGS
 MG0672  HISTORY     - 19950618 GOOD             USPSQD
 MG0672  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 MG0672  HISTORY     - 19970513 MARK NOT FOUND   USPSQD
 MG0672
 MG0672                          STATION DESCRIPTION
 MG0672
 MG0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VES)
 MG0672'ACCORDING TO MR. A. NEIHAUS OF THE EAST MOLINE WATER DEPT. THERE
 MG0672'HAS NEVER BEEN A STANDPIPE IN THAT COMMUNITY.  THE CITY GETS
 MG0672'ITS WATER SUPPLY FROM THREE TANKS BUILT IN 1907-1908, 1910, AND
 MG0672'1955 RESPECTIVELY.
 MG0672
 MG0672                          STATION RECOVERY (1958)
 MG0672
 MG0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MG0672'INTERSECTION STATION RECOVERED WAS STANDPIPE LOCATED ON A JUST
 MG0672'SOUTH OF THE BUSINESS DISTRICT OF SILVIS (A SMALL TOWN EAST OF
 MG0672'EAST MOLINE.) STANDPIPE IS ABOUT 25 FEET IN DIAMETER, ABOUT
 MG0672'125 FEET HIGH, PAINTED BLACK AND ACCORDING TO INFORMATION
 MG0672'OBTAINED LOCALLY WAS ERRECTED PRIOR TO 1930.
 MG0672
 MG0672                          STATION RECOVERY (1960)
 MG0672
 MG0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 MG0672'THE STATION HAS NO ORIGINAL DESCRIPTION AND A NEW ONE FOLLOWS.
 MG0672'
 MG0672'STANDPIPE IS LOCATED IN THE TOWN OF SILVIS ILLINOIS, ON A
 MG0672'HIGH PROMINENT HILL JUST SOUTH OF THE CITY HALL IN SILVIS.  THE
 MG0672'STANDPIPE SEEMED IN GOOD CONDITION AND CITY OFFICIALS ASSERT
 MG0672'THAT THE POSITION IS THE SAME AS ORIGINAL.
 MG0672'
 MG0672'THE STANDPIPE IS PAINTED BLACK WITH THE NAME SILVIS PAINTED
 MG0672'ON IT IN SILVER.  IT IS NEAR THE INTERSECTION OF 9TH. STREET
 MG0672'AND 3RD. AVE.
 MG0672
 MG0672                          STATION RECOVERY (1995)
 MG0672
 MG0672'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0672'RECOVERED IN GOOD CONDITION.
 MG0672
 MG0672                          STATION RECOVERY (1996)
 MG0672
 MG0672'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0672'MARK NOT FOUND.
 MG0672
 MG0672                          STATION RECOVERY (1997)
 MG0672
 MG0672'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1975 ***********************************************************************
 LC1975  DESIGNATION -  EAST PEORIA C ILL LT CO W STK
 LC1975  PID         -  LC1975
 LC1975  STATE/COUNTY-  IL/TAZEWELL
 LC1975  USGS QUAD   -  PEORIA EAST (1996)
 LC1975
 LC1975                         *CURRENT SURVEY CONTROL
 LC1975  ___________________________________________________________________
 LC1975* NAD 83(1997)-  40 41 04.25280(N)    089 35 12.86843(W)     ADJUSTED  
 LC1975* NAVD 88     -                                                        
 LC1975  ___________________________________________________________________
 LC1975  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LC1975  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LC1975
 LC1975  HORZ ORDER  -  THIRD
 LC1975
 LC1975.The horizontal coordinates were established by classical geodetic methods
 LC1975.and adjusted by the National Geodetic Survey in October 1999..
 LC1975
 LC1975
 LC1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1975
 LC1975.The geoid height was determined by GEOID03.
 LC1975
 LC1975;                    North         East     Units Scale Factor Converg.
 LC1975;SPC IL W     -   446,154.306   749,007.196   MT  0.99997073   +0 22 40.6
 LC1975;SPC IL W     - 1,463,757.92  2,457,367.78   sFT  0.99997073   +0 22 40.6
 LC1975;UTM  16      - 4,506,954.494   281,391.727   MT  1.00018826   -1 41 13.4
 LC1975
 LC1975                          SUPERSEDED SURVEY CONTROL
 LC1975
 LC1975  NAD 83(1986)-  40 41 04.26407(N)    089 35 12.86924(W) AD(       ) 4
 LC1975  NAD 27      -  40 41 04.12145(N)    089 35 12.51491(W) AD(       ) 3
 LC1975
 LC1975.Superseded values are not recommended for survey control.
 LC1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1975.See file dsdata.txt to determine how the superseded data were derived.
 LC1975
 LC1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8139206954(NAD 83)
 LC1975_MARKER: 63 = STACK
 LC1975
 LC1975  HISTORY     - Date     Condition        Report By
 LC1975  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC1975
 LC1975                          STATION DESCRIPTION
 LC1975
 LC1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC1975'STATION IS THE WEST STACK OF TWIN STACKS ON THE POWERHOUSE
 LC1975'OF THE CENTRAL ILLINOIS LIGHT COMPANY, ON THE E BANK OF THE
 LC1975'ILLINOIS RIVER, IN THE TOWN OF EAST PEORIA, ABOUT 0.2 MILE
 LC1975'E OF WASHINGTON STREET.  THE STACKS WERE ERECTED IN 1924
 LC1975'AND ARE VERY PROMINENT.
 LC1975'
 LC1975'THE POWERHOUSE IS A RED BRICK BUILDING 86 FEET HIGH.  THE
 LC1975'STACK IS MADE OF GREY METAL, ABOUT 6 FEET IN DIAMETER, AND
 LC1975'75 FEET HIGH.  IT HAS A SMOKE ARRESTOR AT THE TOP.  IT IS 47
 LC1975'FEET W OF THE OTHER STACK.  TOTAL HEIGHT IS 161 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1976 ***********************************************************************
 LC1976  DESIGNATION -  EAST PEORIA C ILL LT CO E STK
 LC1976  PID         -  LC1976
 LC1976  STATE/COUNTY-  IL/TAZEWELL
 LC1976  USGS QUAD   -  PEORIA EAST (1996)
 LC1976
 LC1976                         *CURRENT SURVEY CONTROL
 LC1976  ___________________________________________________________________
 LC1976* NAD 83(1997)-  40 41 03.92757(N)    089 35 11.86482(W)     ADJUSTED  
 LC1976* NAVD 88     -                                                        
 LC1976  ___________________________________________________________________
 LC1976  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LC1976  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LC1976
 LC1976  HORZ ORDER  -  THIRD
 LC1976
 LC1976.The horizontal coordinates were established by classical geodetic methods
 LC1976.and adjusted by the National Geodetic Survey in October 1999..
 LC1976
 LC1976
 LC1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1976
 LC1976.The geoid height was determined by GEOID03.
 LC1976
 LC1976;                    North         East     Units Scale Factor Converg.
 LC1976;SPC IL W     -   446,144.430   749,030.828   MT  0.99997076   +0 22 41.3
 LC1976;SPC IL W     - 1,463,725.52  2,457,445.31   sFT  0.99997076   +0 22 41.3
 LC1976;UTM  16      - 4,506,943.770   281,414.992   MT  1.00018814   -1 41 12.7
 LC1976
 LC1976                          SUPERSEDED SURVEY CONTROL
 LC1976
 LC1976  NAD 83(1986)-  40 41 03.93886(N)    089 35 11.86569(W) AD(       ) 4
 LC1976  NAD 27      -  40 41 03.79802(N)    089 35 11.51541(W) AD(       ) 3
 LC1976
 LC1976.Superseded values are not recommended for survey control.
 LC1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1976.See file dsdata.txt to determine how the superseded data were derived.
 LC1976
 LC1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8141506944(NAD 83)
 LC1976_MARKER: 63 = STACK
 LC1976
 LC1976  HISTORY     - Date     Condition        Report By
 LC1976  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC1976
 LC1976                          STATION DESCRIPTION
 LC1976
 LC1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC1976'STATION IS THE EAST STACK OF TWIN STACKS ON THE POWERHOUSE
 LC1976'OF THE CENTRAL ILLINOIS LIGHT COMPANY, ON THE E BANK OF THE
 LC1976'ILLINOIS RIVER, IN THE TOWN OF EAST PEORIA, ABOUT 0.2 MILE
 LC1976'E OF WASHINGTON STREET.  THE STACKS WERE ERECTED IN 1924 AND
 LC1976'ARE VERY PROMINENT.
 LC1976'
 LC1976'THE POWERHOUSE IS A RED BRICK BUILDING 86 FEET HIGH.  THE STACK
 LC1976'IS MADE OF GREY METAL, ABOUT 6 FEET IN DIAMETER, AND 75 FEET
 LC1976'HIGH.  IT HAS A SMOKE ARRESTOR AT THE TOP.  IT IS 47 FEET E OF
 LC1976'THE OTHER STACK.  TOTAL HEIGHT IS 161 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1983 ***********************************************************************
 LC1983  DESIGNATION -  EAST PEORIA MUN STANDPIPE
 LC1983  PID         -  LC1983
 LC1983  STATE/COUNTY-  IL/TAZEWELL
 LC1983  USGS QUAD   -  PEORIA EAST (1996)
 LC1983
 LC1983                         *CURRENT SURVEY CONTROL
 LC1983  ___________________________________________________________________
 LC1983* NAD 83(1997)-  40 39 42.13597(N)    089 34 17.00681(W)     ADJUSTED  
 LC1983* NAVD 88     -                                                        
 LC1983  ___________________________________________________________________
 LC1983  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LC1983  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LC1983
 LC1983  HORZ ORDER  -  THIRD
 LC1983
 LC1983.The horizontal coordinates were established by classical geodetic methods
 LC1983.and adjusted by the National Geodetic Survey in October 1999..
 LC1983
 LC1983
 LC1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1983
 LC1983.The geoid height was determined by GEOID03.
 LC1983
 LC1983;                    North         East     Units Scale Factor Converg.
 LC1983;SPC IL W     -   443,630.181   750,336.022   MT  0.99997235   +0 23 16.4
 LC1983;SPC IL W     - 1,455,476.69  2,461,727.43   sFT  0.99997235   +0 23 16.4
 LC1983;UTM  16      - 4,504,383.588   282,629.022   MT  1.00018163   -1 40 34.1
 LC1983
 LC1983                          SUPERSEDED SURVEY CONTROL
 LC1983
 LC1983  NAD 83(1986)-  40 39 42.14754(N)    089 34 17.00701(W) AD(       ) 4
 LC1983  NAD 27      -  40 39 42.01355(N)    089 34 16.66381(W) AD(       ) 3
 LC1983
 LC1983.Superseded values are not recommended for survey control.
 LC1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1983.See file dsdata.txt to determine how the superseded data were derived.
 LC1983
 LC1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8262904384(NAD 83)
 LC1983_MARKER: 52 = STANDPIPE TANK
 LC1983
 LC1983  HISTORY     - Date     Condition        Report By
 LC1983  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC1983
 LC1983                          STATION DESCRIPTION
 LC1983
 LC1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC1983'STATION IS THE STANDPIPE ON THE HIGH BLUFF IN THE TOWN OF
 LC1983'EAST PEORIA, ABOUT 0.1 MILE S OF WASHINGTON STREET, ABOUT
 LC1983'880 FEET NE OF SOUTH SPRINGFIELD STREET, AND ABOUT 240 FEET NE
 LC1983'OF AN OLD HOUSE.  IT IS UNDERSTOOD THAT THE STANDPIPE IS
 LC1983'TO BE MOVED TO A POINT HIGHER ON THE HILL NEAR THE MUNICIPAL
 LC1983'RESERVOIR IN THE NEAR FUTURE.  THE STANDPIPE WAS PLACED IN ITS
 LC1983'PRESENT LOCATION IN 1907 AND IS QUITE PROMINENT.
 LC1983'
 LC1983'THE STANDPIPE IS A SILVER STEEL STRUCTURE ABOUT 18 FEET IN
 LC1983'DIAMETER AND ABOUT 110 FEET HIGH.  IT HAS A LOW RAIL AROUND THE
 LC1983'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1973 ***********************************************************************
 LC1973  DESIGNATION -  EAST PEORIA MUNICIPAL TANK
 LC1973  PID         -  LC1973
 LC1973  STATE/COUNTY-  IL/TAZEWELL
 LC1973  USGS QUAD   -  PEORIA EAST (1996)
 LC1973
 LC1973                         *CURRENT SURVEY CONTROL
 LC1973  ___________________________________________________________________
 LC1973* NAD 83(1997)-  40 39 30.68212(N)    089 35 07.64305(W)     ADJUSTED  
 LC1973* NAVD 88     -                                                        
 LC1973  ___________________________________________________________________
 LC1973  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 LC1973  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1973
 LC1973  HORZ ORDER  -  THIRD
 LC1973
 LC1973.The horizontal coordinates were established by classical geodetic methods
 LC1973.and adjusted by the National Geodetic Survey in October 1999..
 LC1973
 LC1973
 LC1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1973
 LC1973.The geoid height was determined by GEOID03.
 LC1973
 LC1973;                    North         East     Units Scale Factor Converg.
 LC1973;SPC IL W     -   443,268.931   749,148.973   MT  0.99997090   +0 22 43.3
 LC1973;SPC IL W     - 1,454,291.48  2,457,832.92   sFT  0.99997090   +0 22 43.3
 LC1973;UTM  16      - 4,504,065.257   281,429.478   MT  1.00018806   -1 41 06.8
 LC1973
 LC1973                          SUPERSEDED SURVEY CONTROL
 LC1973
 LC1973  NAD 83(1986)-  40 39 30.69387(N)    089 35 07.64302(W) AD(       ) 4
 LC1973  NAD 27      -  40 39 30.55000(N)    089 35 07.29000(W) AD(       ) 3
 LC1973
 LC1973.Superseded values are not recommended for survey control.
 LC1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1973.See file dsdata.txt to determine how the superseded data were derived.
 LC1973
 LC1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8142904065(NAD 83)
 LC1973_MARKER: 53 = ELEVATED TANK
 LC1973
 LC1973  HISTORY     - Date     Condition        Report By
 LC1973  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1973
 LC1973                          STATION DESCRIPTION
 LC1973
 LC1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1973'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 LC1973'TANK, STEEL, ALUMINUM PAINTED AND APPROXIMATELY 150 FEET HIGH.
 LC1973'LOCATED IN EAST PEORIA HEIGHTS.
 LC1973'
 LC1973'OBSERVED UPON FROM TRIANGULATION STATIONS BONTZ AND MOOR.
 LC1973'
 LC1973'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0350 ***********************************************************************
 KB0350  DESIGNATION -  EAST RM 1
 KB0350  PID         -  KB0350
 KB0350  STATE/COUNTY-  IL/EFFINGHAM
 KB0350  USGS QUAD   -  TEUTOPOLIS (1985)
 KB0350
 KB0350                         *CURRENT SURVEY CONTROL
 KB0350  ___________________________________________________________________
 KB0350* NAD 83(1986)-  39 11 10.     (N)    088 29 39.     (W)     SCALED    
 KB0350* NAVD 88     -       189.893  (meters)     623.01   (feet)  ADJUSTED  
 KB0350  ___________________________________________________________________
 KB0350  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB0350  DYNAMIC HT  -         189.779 (meters)     622.63  (feet)  COMP
 KB0350  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 KB0350
 KB0350  VERT ORDER  -  SECOND    CLASS 0
 KB0350
 KB0350.The horizontal coordinates were scaled from a topographic map and have
 KB0350.an estimated accuracy of +/- 6 seconds.
 KB0350
 KB0350.The orthometric height was determined by differential leveling
 KB0350.and adjusted by the National Geodetic Survey in June 1991..
 KB0350
 KB0350.The geoid height was determined by GEOID03.
 KB0350
 KB0350.The dynamic height is computed by dividing the NAVD 88
 KB0350.geopotential number by the normal gravity value computed on the
 KB0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0350.degrees latitude (g = 980.6199 gals.).
 KB0350
 KB0350.The modeled gravity was interpolated from observed gravity values.
 KB0350
 KB0350;                    North         East    Units  Estimated Accuracy
 KB0350;SPC IL E     -   279,650.      286,110.      MT  (+/- 180 meters Scaled)
 KB0350
 KB0350                          SUPERSEDED SURVEY CONTROL
 KB0350
 KB0350  NGVD 29 (??/??/92)  189.976  (m)          623.28   (f) ADJ UNCH    2 0
 KB0350
 KB0350.Superseded values are not recommended for survey control.
 KB0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0350.See file dsdata.txt to determine how the superseded data were derived.
 KB0350
 KB0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ709384(NAD 83)
 KB0350_MARKER: DR = REFERENCE MARK DISK
 KB0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0350_STAMPING: EAST NO 1 1959
 KB0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0350+STABILITY: SURFACE MOTION
 KB0350
 KB0350  HISTORY     - Date     Condition        Report By
 KB0350  HISTORY     - 1959     MONUMENTED       CGS
 KB0350  HISTORY     - 1973     GOOD             NGS
 KB0350
 KB0350                          STATION DESCRIPTION
 KB0350
 KB0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0350'3 MI S FROM SIGEL.
 KB0350'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0350'AT SIGEL, THENCE 2.7 MILES SOUTH ALONG AN ASPHALT ROAD, AT THE
 KB0350'JUNCTION OF AN EAST-WEST CROSS ROAD, 21 1/2 FEET EAST OF THE
 KB0350'CENTER LINE OF THE ROAD, 27 FEET NORTH OF THE CENTER LINE OF THE
 KB0350'EAST-WEST ROAD, 35 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 KB0350'1 1/2 FEET WEST OF POWER POLE CP 8-34, 39.2 FEET EAST OF
 KB0350'TRIANGULATION STATION EAST, 40.7 FEET EAST OF A METAL WITNESS
 KB0350'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 KB0350'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0350
 KB0350                          STATION RECOVERY (1973)
 KB0350
 KB0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1880 ***********************************************************************
 JB1880  DESIGNATION -  EASTLAND
 JB1880  PID         -  JB1880
 JB1880  STATE/COUNTY-  IL/PERRY
 JB1880  USGS QUAD   -  TAMAROA (1975)
 JB1880
 JB1880                         *CURRENT SURVEY CONTROL
 JB1880  ___________________________________________________________________
 JB1880* NAD 83(1997)-  38 08 22.78970(N)    089 09 31.79672(W)     ADJUSTED  
 JB1880* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 JB1880  ___________________________________________________________________
 JB1880  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 JB1880  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 JB1880
 JB1880  HORZ ORDER  -  SECOND
 JB1880
 JB1880.The horizontal coordinates were established by classical geodetic methods
 JB1880.and adjusted by the National Geodetic Survey in October 1999..
 JB1880
 JB1880.The orthometric height was scaled from a topographic map.
 JB1880
 JB1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1880
 JB1880.The geoid height was determined by GEOID03.
 JB1880
 JB1880;                    North         East     Units Scale Factor Converg.
 JB1880;SPC IL W     -   163,951.213   788,348.312   MT  1.00003727   +0 37 20.9
 JB1880;SPC IL W     -   537,896.60  2,586,439.42   sFT  1.00003727   +0 37 20.9
 JB1880;SPC IL E     -   163,798.808   227,633.317   MT  1.00003947   -0 30 35.4
 JB1880;SPC IL E     -   537,396.59    746,826.97   sFT  1.00003947   -0 30 35.4
 JB1880;UTM  16      - 4,223,512.979   310,809.587   MT  1.00004084   -1 20 01.1
 JB1880
 JB1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1880!SPC IL W     -   0.99998098  x   1.00003727  =   1.00001825
 JB1880!SPC IL E     -   0.99998098  x   1.00003947  =   1.00002045
 JB1880!UTM  16      -   0.99998098  x   1.00004084  =   1.00002182
 JB1880
 JB1880:                Primary Azimuth Mark                     Grid Az
 JB1880:SPC IL W     -  SESSER STACK                             112 00 02.6
 JB1880:SPC IL E     -  SESSER STACK                             113 07 58.9
 JB1880:UTM  16      -  SESSER STACK                             113 57 24.6
 JB1880
 JB1880|---------------------------------------------------------------------|
 JB1880| PID    Reference Object                     Distance      Geod. Az  |
 JB1880|                                                           dddmmss.s |
 JB1880| JB1873 SESSER STACK                        APPROX.10.6 KM 1123723.5 |
 JB1880| JB1874 SESSER MUNICIPAL TANK               APPROX.11.2 KM 1201641.4 |
 JB1880| CI4350 EASTLAND AZ MK                                     1685849.5 |
 JB1880| CI4351 EASTLAND RM 1                        29.040 METERS 18733     |
 JB1880| JB1876 TAMAROA TV STATION WSIU MAST        APPROX. 8.5 KM 2414215.0 |
 JB1880| CI4352 EASTLAND RM 2                        24.803 METERS 29400     |
 JB1880|---------------------------------------------------------------------|
 JB1880
 JB1880                          SUPERSEDED SURVEY CONTROL
 JB1880
 JB1880  NAD 83(1997)-  38 08 22.80301(N)    089 09 31.79565(W) AD(       ) 2
 JB1880  NAD 83(1986)-  38 08 22.80349(N)    089 09 31.79726(W) AD(       ) 2
 JB1880  NAD 27      -  38 08 22.62753(N)    089 09 31.51691(W) AD(       ) 2
 JB1880
 JB1880.Superseded values are not recommended for survey control.
 JB1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1880.See file dsdata.txt to determine how the superseded data were derived.
 JB1880
 JB1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1081023513(NAD 83)
 JB1880_MARKER: DS = TRIANGULATION STATION DISK
 JB1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1880_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1880
 JB1880  HISTORY     - Date     Condition        Report By
 JB1880  HISTORY     - 1962     MONUMENTED       CGS
 JB1880
 JB1880                          STATION DESCRIPTION
 JB1880
 JB1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1880'THE STATION IS ABOUT 4 MILES EAST OF TAMAROA, NEAR THE NORTHEAST
 JB1880'CORNER OF A TRIANGLE FORMED BY ROADS AND IS ON THE ROAD
 JB1880'RIGHT-OF-WAY.  IT IS 83 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 JB1880'A SHED, 49 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND
 JB1880'47 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD.  THE
 JB1880'MONUMENT IS FLUSH AND THE DISK IS STAMPED EASTLAND 1961.
 JB1880'
 JB1880'TO REACH FROM THE NORTH SIDE OF THE RAILROAD STATION IN TAMAROA, GO
 JB1880'NORTH ON A PAVED STREET FOR 0.2 MILE TO A T-STREET.  TURN RIGHT AND
 JB1880'GO EAST ON A PAVED STREET FOR 0.2 MILE TO A T-STREET.  TURN LEFT
 JB1880'AND GO NORTH ON A PAVED STREET FOR 0.1 MILE TO A SIDE ROAD RIGHT.
 JB1880'TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 3.5 MILES TO THE ROAD
 JB1880'TRIANGLE AND THE STATION.
 JB1880'
 JB1880'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A PAVED ROAD
 JB1880'FOR 0.4 MILE TO A T-ROAD.  TURN LEFT AND GO EAST FOR 0.1 MILE TO THE
 JB1880'MARK ON THE LEFT.
 JB1880'
 JB1880'REFERENCE MARK 1 IS 60 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 JB1880'ROAD AND 33 FEET NORTHEAST OF THE CENTERLINE OF A PAVED ROAD.  THE
 JB1880'MONUMENT IS FLUSH AND THE DISK IS STAMPED EASTLAND NO 1 1961.
 JB1880'
 JB1880'REFERENCE MARK 2 IS SET NEAR THE WEST CORNER OF THE TRIANGLE FORMED
 JB1880'BY THE ROADS, 76 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD
 JB1880'AND 17 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  THE
 JB1880'MONUMENT IS FLUSH AND THE DISK IS STAMPED EASTLAND NO 2 1961.
 JB1880'
 JB1880'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 JB1880'2 FEET WEST OF A WITNESS POST AND 6 INCHES SOUTH OF AN EAST-WEST
 JB1880'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED EASTLAND
 JB1880'1961.
 JB1880'
 JB1880'NOTE.  THE STATION WAS BUILT IN 1961 BUT NOT OCCUPIED UNTIL 1962.
 JB1880'
 JB1880'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1876 ***********************************************************************
 KA1876  DESIGNATION -  EATON
 KA1876  PID         -  KA1876
 KA1876  STATE/COUNTY-  IL/CRAWFORD
 KA1876  USGS QUAD   -  HUTSONVILLE (1987)
 KA1876
 KA1876                         *CURRENT SURVEY CONTROL
 KA1876  ___________________________________________________________________
 KA1876* NAD 83(1997)-  39 04 39.43383(N)    087 44 01.52283(W)     ADJUSTED  
 KA1876* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 KA1876  ___________________________________________________________________
 KA1876  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 KA1876  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KA1876
 KA1876  HORZ ORDER  -  FIRST
 KA1876
 KA1876.The horizontal coordinates were established by classical geodetic methods
 KA1876.and adjusted by the National Geodetic Survey in October 1999..
 KA1876
 KA1876.The orthometric height was scaled from a topographic map.
 KA1876
 KA1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1876
 KA1876.The geoid height was determined by GEOID03.
 KA1876
 KA1876;                    North         East     Units Scale Factor Converg.
 KA1876;SPC IL E     -   267,766.086   351,881.302   MT  1.00000813   +0 22 40.7
 KA1876;SPC IL E     -   878,495.90  1,154,463.90   sFT  1.00000813   +0 22 40.7
 KA1876;SPC IN W     -   425,314.517   843,719.432   MT  1.00000565   -0 24 36.1
 KA1876;SPC IN W     - 1,395,386.04  2,768,102.84   sFT  1.00000565   -0 24 36.1
 KA1876;UTM  16      - 4,325,646.464   436,531.870   MT  0.99964960   -0 27 45.2
 KA1876
 KA1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1876!SPC IL E     -   0.99997678  x   1.00000813  =   0.99998491
 KA1876!SPC IN W     -   0.99997678  x   1.00000565  =   0.99998243
 KA1876!UTM  16      -   0.99997678  x   0.99964960  =   0.99962639
 KA1876
 KA1876:                Primary Azimuth Mark                     Grid Az
 KA1876:SPC IL E     -  EATON AZ MK                              078 22 01.4
 KA1876:SPC IN W     -  EATON AZ MK                              079 09 18.2
 KA1876:UTM  16      -  EATON AZ MK                              079 12 27.3
 KA1876
 KA1876|---------------------------------------------------------------------|
 KA1876| PID    Reference Object                     Distance      Geod. Az  |
 KA1876|                                                           dddmmss.s |
 KA1876| CM3455 EATON AZ MK                                        0784442.1 |
 KA1876| CM3456 EATON RM 1                           33.172 METERS 10043     |
 KA1876| CM3458 EATON RM 3                           33.208 METERS 10044     |
 KA1876| CM3457 EATON RM 2                           42.922 METERS 32526     |
 KA1876|---------------------------------------------------------------------|
 KA1876
 KA1876                          SUPERSEDED SURVEY CONTROL
 KA1876
 KA1876  NAD 83(1997)-  39 04 39.43418(N)    087 44 01.52237(W) AD(       ) 1
 KA1876  NAD 83(1986)-  39 04 39.44199(N)    087 44 01.51748(W) AD(       ) 1
 KA1876  NAD 27      -  39 04 39.29510(N)    087 44 01.42320(W) AD(       ) 1
 KA1876
 KA1876.Superseded values are not recommended for survey control.
 KA1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1876.See file dsdata.txt to determine how the superseded data were derived.
 KA1876
 KA1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ3653225646(NAD 83)
 KA1876_MARKER: DS = TRIANGULATION STATION DISK
 KA1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1876+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1999
 KA1876
 KA1876  HISTORY     - Date     Condition        Report By
 KA1876  HISTORY     - 1947     MONUMENTED       CGS
 KA1876  HISTORY     - 1970     GOOD             MGA
 KA1876  HISTORY     - 1971     GOOD             NGS
 KA1876  HISTORY     - 19990503 GOOD             CMT
 KA1876
 KA1876                          STATION DESCRIPTION
 KA1876
 KA1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1876'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF HUTSONVILLE IN THE
 KA1876'SOUTHWEST CORNER OF A PASTURE OWNED BY MR. BILLIE KRIST.
 KA1876'IT IS 42 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD,
 KA1876'38 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED,AND 20
 KA1876'FEET NORTH OF A WITNESS POST. THE MARK IS 10 INCHES UNDERGROUND, AND
 KA1876'THE DISK IS STAMPED EATON 1947.
 KA1876'
 KA1876'REFERENCE MARK NO. 1 IS 108.83 FEET EAST OF THE STATION, 22 FEET
 KA1876'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 1 FOOT
 KA1876'NORTH OF A FENCE. THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 KA1876'EATON NO 1 1947.
 KA1876'
 KA1876'REFERENCE MARK NO. 2 IS 140.85 FEET NORTHWEST OF THE STATION, 88 FEET
 KA1876'NORTH OF THE NORTHEAST CORNER OF A SHED, AND 1 FOOT EAST OF A
 KA1876'FENCE. THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED EATON NO
 KA1876'2 1947.
 KA1876'
 KA1876'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST-NORTHEAST OF THE
 KA1876'STATION, 47 FEET SOUTHEAST OF A POWER POLE, 25 FEET EAST OF THE
 KA1876'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND 2 FEET WEST OF A
 KA1876'WITNESS POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KA1876'EATON 1947.
 KA1876'
 KA1876'TO REACH STATION FROM THE COX BUILDING IN HUTSONVILLE, GO WEST ON
 KA1876'STATE HIGHWAY 154 FOR 1.5 MILES TO THE JUNCTION OF STATE HIGHWAYS
 KA1876'154 AND 1, HERE TURN LEFT AND GO 0.55 MILE TO A GRAVELED SIDE
 KA1876'ROAD RIGHT, TURN RIGHT AND GO 2.55 ILES TO A CROSSROAD,HERE TURN
 KA1876'LEFT, CROSSING A STEEL BRIDGE, AND GO 1.55 MILES TO A GRAVELED SIDE
 KA1876'ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO THE STATION ON RIGHT
 KA1876'AS DESCRIBED.
 KA1876'
 KA1876'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 KA1876'ROAD FOR 0.15 MILE TO A T-ROAD INTERSECTION,
 KA1876'HERE TURN LEFT AND GO 0.13 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 KA1876'GO 0.25 MILE TO THE AZIMUTH MARK ON ON THE LEFT AS DESCRIBED.
 KA1876'
 KA1876'HEIGHT OF LIGHT ABOVE STATION IS 34 METERS.
 KA1876
 KA1876                          STATION RECOVERY (1970)
 KA1876
 KA1876'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1970 (JR)
 KA1876'EATON 1947 GOOD
 KA1876'
 KA1876'EATON NO. 2 1947 GOOD
 KA1876'
 KA1876'AZ. MARK EATON 1947 GOOD.
 KA1876'
 KA1876'RM. NO. 1 WAS BROKEN - DISK WAS GONE - CONCRETE MONUMENT REMAINS
 KA1876'STILL IN GROUND. REVISE AZ. MARK DESCRIPTION- HERE TURN LEFT AND
 KA1876'GO 0.13 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.25 MILE TO THE
 KA1876'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KA1876
 KA1876                          STATION RECOVERY (1971)
 KA1876
 KA1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KA1876'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 KA1876'GOOD CONDITION. REFERENCE MARK 1 WAS FOUND WITH THE TOP PORTION
 KA1876'AND THE DISK GONE. A REFERENCE MARK 3 WAS SET USING THE SAME POST.
 KA1876'THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED. A NEW
 KA1876'DESCRIPTION FOLLOWS-
 KA1876'
 KA1876'THE STATION IS LOCATED ON THE PROPERTY OF MR. BILLIE KRISE, 42 FEET
 KA1876'NORTH OF THE CENTERLINE OF A PAVED ROAD, 17 FEET NORTHEAST OF A
 KA1876'10 INCH MAPLE TREE, 82 FEET EAST OF A METAL PUMP WITH A CONCRETE
 KA1876'BASE, 110 FEET WEST OF A METAL WITNESS POST, 180 FEET
 KA1876'SOUTHEAST OF A METAL WITNESS POST AND 69 FEET NORTHEAST OF THE
 KA1876'NORTHWEST CORNER OF BARN LOT.  THE MONUMENT IS 12 INCHES
 KA1876'UNDERGROUND AND THE DISK IS STAMPED EATON 1947.
 KA1876'
 KA1876'TO REACH THE STATION FROM THE HUTSONVILLE METHODIST CHURCH, GO WEST
 KA1876'ON CLOVER STREET FOR 1.4 MILES TO THE JUNCTION OF STATE HIGHWAY 1.
 KA1876'TURN LEFT AND GO SOUTH ON HIGHWAY 1 FOR 0.55 MILE TO A SIDE ROAD
 KA1876'RIGHT. TURN RIGHT AND GO WEST ON PAVED ROAD FOR 2.55 MILES TO A
 KA1876'CROSSROAD JUST PRIOR TO CROSSING A BRIDGE. TURN LEFT CROSSING A METAL
 KA1876'BRIDGE AND GO SOUTH ON PAVED ROAD FOR 1.45 MILES TO A SIDE
 KA1876'ROAD LEFT. CONTINUE SOUTH ON THE PAVED ROAD FOR 0.15 MILE TO A SIDE
 KA1876'ROAD RIGHT. TURN RIGHT AND GO WEST ON PAVED ROAD FOR 0.15 MI TO
 KA1876'THE STATION ON THE RIGHT.
 KA1876'
 KA1876'FROM THIS POINT, GO EAST ON GRAVELED ROAD FOR 0.25 MILE TO THE
 KA1876'AZIMUTH MARK ON THE LEFT.
 KA1876'
 KA1876'REFERENCE MARK 2 IS 178 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 KA1876'1 FOOT SOUTH OF A METAL WITNESS POST. THE MONUMENT PROJECTS
 KA1876'4 INCHES AND THE DISK IS STAMPED EATON NO 2 1947.
 KA1876'
 KA1876'REFERENCE MARK 3 IS 21 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 KA1876'FOOT WEST OF A METAL WITNESS POST, 24 FEET EAST OF A TELEPHONE
 KA1876'POLE AND 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF BARN LOT. THE
 KA1876'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED EATON 1947
 KA1876'NO 3 1971.
 KA1876'
 KA1876'THE AZIMUTH MARK IS 23 FEET EAST OF FENCE CORNER, 26 FEET NORTHWEST
 KA1876'OF A 40 INCH OAK TREE, 5 FEET NORTH OF A FENCE, 1 FOOT WEST OF A
 KA1876'METAL WITNESS POST AND 26 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 KA1876'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED EATON 1947.
 KA1876'
 KA1876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 5 MILES
 KA1876'SOUTHWEST OF HUTSONVILLE.
 KA1876'
 KA1876'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KA1876
 KA1876                          STATION RECOVERY (1999)
 KA1876
 KA1876'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 1999 (KWS)
 KA1876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0947 ***********************************************************************
 KB0947  DESIGNATION -  EB 38
 KB0947  PID         -  KB0947
 KB0947  STATE/COUNTY-  IL/SANGAMON
 KB0947  USGS QUAD   -  LOAMI (1981)
 KB0947
 KB0947                         *CURRENT SURVEY CONTROL
 KB0947  ___________________________________________________________________
 KB0947* NAD 83(1986)-  39 43 28.     (N)    089 50 52.     (W)     SCALED    
 KB0947* NAVD 88     -       195.023  (meters)     639.84   (feet)  ADJUSTED  
 KB0947  ___________________________________________________________________
 KB0947  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB0947  DYNAMIC HT  -         194.916 (meters)     639.49  (feet)  COMP
 KB0947  MODELED GRAV-     980,072.6   (mgal)                       NAVD 88
 KB0947
 KB0947  VERT ORDER  -  FIRST     CLASS II
 KB0947
 KB0947.The horizontal coordinates were scaled from a topographic map and have
 KB0947.an estimated accuracy of +/- 6 seconds.
 KB0947
 KB0947.The orthometric height was determined by differential leveling
 KB0947.and adjusted by the National Geodetic Survey in June 1991..
 KB0947
 KB0947.The geoid height was determined by GEOID03.
 KB0947
 KB0947.The dynamic height is computed by dividing the NAVD 88
 KB0947.geopotential number by the normal gravity value computed on the
 KB0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0947.degrees latitude (g = 980.6199 gals.).
 KB0947
 KB0947.The modeled gravity was interpolated from observed gravity values.
 KB0947
 KB0947;                    North         East    Units  Estimated Accuracy
 KB0947;SPC IL W     -   339,440.      727,340.      MT  (+/- 180 meters Scaled)
 KB0947
 KB0947                          SUPERSEDED SURVEY CONTROL
 KB0947
 KB0947  NGVD 29 (??/??/92)  195.120  (m)          640.16   (f) ADJ UNCH    1 2
 KB0947
 KB0947.Superseded values are not recommended for survey control.
 KB0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0947.See file dsdata.txt to determine how the superseded data were derived.
 KB0947
 KB0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK559010(NAD 83)
 KB0947_MARKER: DD = SURVEY DISK
 KB0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0947_STAMPING: EB NO 38 ILL 1923
 KB0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0947+STABILITY: SURFACE MOTION
 KB0947
 KB0947  HISTORY     - Date     Condition        Report By
 KB0947  HISTORY     - 1923     MONUMENTED       USGS
 KB0947  HISTORY     - 1933     GOOD             NGS
 KB0947
 KB0947                          STATION DESCRIPTION
 KB0947
 KB0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0947'AT BATES.
 KB0947'AT BATES, SANGAMON COUNTY, ON THE WABASH RAILROAD, ABOUT 100
 KB0947'FEET EAST OF THE STATION, 25 FEET WEST OF A FARM ENTRANCE, 120
 KB0947'FEET NORTH OF THE MAIN TRACK, 14 FEET NORTH OF THE PAVEMENT OF
 KB0947'U.S. HIGHWAY 36, AND 2 FEET SOUTH OF A FENCE.  A UNITED STATES
 KB0947'GEOLOGICAL SURVEY STANDARD DISK, STAMPED E B NO 38 ILL 1923 AND
 KB0947'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0966 ***********************************************************************
 MF0966  DESIGNATION -  EB 6 753
 MF0966  PID         -  MF0966
 MF0966  STATE/COUNTY-  IL/BUREAU
 MF0966  USGS QUAD   -  BUDA (1983)
 MF0966
 MF0966                         *CURRENT SURVEY CONTROL
 MF0966  ___________________________________________________________________
 MF0966* NAD 83(1986)-  41 19 28.     (N)    089 40 26.     (W)     SCALED    
 MF0966* NAVD 88     -       229.117  (meters)     751.69   (feet)  ADJUSTED  
 MF0966  ___________________________________________________________________
 MF0966  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0966  DYNAMIC HT  -         229.023 (meters)     751.39  (feet)  COMP
 MF0966  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 MF0966
 MF0966  VERT ORDER  -  SECOND    CLASS 0
 MF0966
 MF0966.The horizontal coordinates were scaled from a topographic map and have
 MF0966.an estimated accuracy of +/- 6 seconds.
 MF0966
 MF0966.The orthometric height was determined by differential leveling
 MF0966.and adjusted by the National Geodetic Survey in June 1991..
 MF0966
 MF0966.The geoid height was determined by GEOID03.
 MF0966
 MF0966.The dynamic height is computed by dividing the NAVD 88
 MF0966.geopotential number by the normal gravity value computed on the
 MF0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0966.degrees latitude (g = 980.6199 gals.).
 MF0966
 MF0966.The modeled gravity was interpolated from observed gravity values.
 MF0966
 MF0966;                    North         East    Units  Estimated Accuracy
 MF0966;SPC IL W     -   517,170.      741,250.      MT  (+/- 180 meters Scaled)
 MF0966
 MF0966                          SUPERSEDED SURVEY CONTROL
 MF0966
 MF0966  NGVD 29 (??/??/92)  229.193  (m)          751.94   (f) ADJ UNCH    2 0
 MF0966
 MF0966.Superseded values are not recommended for survey control.
 MF0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0966.See file dsdata.txt to determine how the superseded data were derived.
 MF0966
 MF0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL762782(NAD 83)
 MF0966_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MF0966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MF0966_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MF0966_STAMPING: E B 6 753 1921
 MF0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0966+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2001
 MF0966
 MF0966  HISTORY     - Date     Condition        Report By
 MF0966  HISTORY     - 1921     MONUMENTED       USGS
 MF0966  HISTORY     - 1938     GOOD             NGS
 MF0966  HISTORY     - 19951028 GOOD             USPSQD
 MF0966  HISTORY     - 20010509 GOOD             USPSQD
 MF0966  HISTORY     - 20060203 GOOD             USPSQD
 MF0966
 MF0966                          STATION DESCRIPTION
 MF0966
 MF0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MF0966'AT BUDA.
 MF0966'AT BUDA, BUREAU COUNTY, ON THE CHICAGO, BURLINGTON, AND QUINCY
 MF0966'RAILROAD, AT THE EAST END OF THE BUSINESS SECTION, AT A ROAD
 MF0966'CROSSING, ABOUT 395 FEET EAST OF THE TRACK, AT A WYE FORMED BY
 MF0966'THE JUNCTION OF TWO STREETS, 2 FEET NORTH OF THE NORTH EDGE
 MF0966'OF A CONCRETE SIDEWALK, AND IN LINE WITH THE NORTH FENCE.  A
 MF0966'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED E B 6
 MF0966'753 1921 AND RIVETED ON THE TOP OF A 3/1/2-INCH IRON PIPE.
 MF0966
 MF0966                          STATION RECOVERY (1995)
 MF0966
 MF0966'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0966'RECOVERED IN GOOD CONDITION.
 MF0966
 MF0966                          STATION RECOVERY (2001)
 MF0966
 MF0966'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0966'RECOVERED IN GOOD CONDITION.
 MF0966
 MF0966                          STATION RECOVERY (2006)
 MF0966
 MF0966'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0408 ***********************************************************************
 JB0408  DESIGNATION -  EBENEZER
 JB0408  PID         -  JB0408
 JB0408  STATE/COUNTY-  IL/JEFFERSON
 JB0408  USGS QUAD   -  KELL (1978)
 JB0408
 JB0408                         *CURRENT SURVEY CONTROL
 JB0408  ___________________________________________________________________
 JB0408* NAD 83(1997)-  38 23 45.22172(N)    088 56 42.87003(W)     ADJUSTED  
 JB0408* NAVD 88     -       178.525  (meters)     585.71   (feet)  ADJUSTED  
 JB0408  ___________________________________________________________________
 JB0408  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JB0408  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JB0408  DYNAMIC HT  -         178.411 (meters)     585.34  (feet)  COMP
 JB0408  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JB0408
 JB0408  HORZ ORDER  -  SECOND
 JB0408  VERT ORDER  -  SECOND    CLASS 0
 JB0408
 JB0408.The horizontal coordinates were established by classical geodetic methods
 JB0408.and adjusted by the National Geodetic Survey in October 1999..
 JB0408
 JB0408.The orthometric height was determined by differential leveling
 JB0408.and adjusted by the National Geodetic Survey in June 1991..
 JB0408
 JB0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0408
 JB0408.The geoid height was determined by GEOID03.
 JB0408
 JB0408.The dynamic height is computed by dividing the NAVD 88
 JB0408.geopotential number by the normal gravity value computed on the
 JB0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0408.degrees latitude (g = 980.6199 gals.).
 JB0408
 JB0408.The modeled gravity was interpolated from observed gravity values.
 JB0408
 JB0408;                    North         East     Units Scale Factor Converg.
 JB0408;SPC IL E     -   192,095.468   246,545.903   MT  1.00001017   -0 22 48.2
 JB0408;SPC IL E     -   630,233.21    808,876.02   sFT  1.00001017   -0 22 48.2
 JB0408;UTM  16      - 4,251,533.270   330,127.666   MT  0.99995538   -1 12 30.5
 JB0408
 JB0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0408!SPC IL E     -   0.99997675  x   1.00001017  =   0.99998692
 JB0408!UTM  16      -   0.99997675  x   0.99995538  =   0.99993213
 JB0408
 JB0408:                Primary Azimuth Mark                     Grid Az
 JB0408:SPC IL E     -  EBENEZER AZ MK                           092 28 21.5
 JB0408:UTM  16      -  EBENEZER AZ MK                           093 18 03.8
 JB0408
 JB0408|---------------------------------------------------------------------|
 JB0408| PID    Reference Object                     Distance      Geod. Az  |
 JB0408|                                                           dddmmss.s |
 JB0408| CI4357 EBENEZER AZ MK                                     0920533.3 |
 JB0408| JB0406 EBENEZER RM 1                        18.900 METERS 09920     |
 JB0408| JB1758 MT VERNON RADIO STA WMIX MAST       APPROX. 3.4 KM 1440803.4 |
 JB0408| JB0407 EBENEZER RM 2                        18.564 METERS 22025     |
 JB0408|---------------------------------------------------------------------|
 JB0408
 JB0408                          SUPERSEDED SURVEY CONTROL
 JB0408
 JB0408  NAD 83(1997)-  38 23 45.23547(N)    088 56 42.86797(W) AD(       ) 2
 JB0408  NAD 83(1986)-  38 23 45.23629(N)    088 56 42.86832(W) AD(       ) 2
 JB0408  NAD 27      -  38 23 45.05802(N)    088 56 42.63384(W) AD(       ) 2
 JB0408  NGVD 29 (??/??/92)  178.630  (m)          586.06   (f) ADJ UNCH    2 0
 JB0408
 JB0408.Superseded values are not recommended for survey control.
 JB0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0408.See file dsdata.txt to determine how the superseded data were derived.
 JB0408
 JB0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3012851533(NAD 83)
 JB0408_MARKER: DE = TRAVERSE STATION DISK
 JB0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0408_STAMPING: EBENEZER 1960
 JB0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0408+STABILITY: SURFACE MOTION
 JB0408
 JB0408  HISTORY     - Date     Condition        Report By
 JB0408  HISTORY     - 1960     MONUMENTED       CGS
 JB0408  HISTORY     - 1960     GOOD             CGS
 JB0408
 JB0408                          STATION DESCRIPTION
 JB0408
 JB0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0408'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF DIX, 6 MILES
 JB0408'NORTH-NORTHWEST OF MT VERNON
 JB0408'AND ABOUT 1 MILE WEST OF STATE HIGHWAY 37.
 JB0408'
 JB0408'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE
 JB0408'HIGHWAY 37 IN MT VERNON, GO
 JB0408'NORTH ON STATE HIGHWAY 37 FOR 6.4 MILES TO A SIDE
 JB0408'ROAD LEFT.  TURN LEFT (WEST) 0.5
 JB0408'MILE TO A RAILROAD CROSSING,
 JB0408'CONTINUE SOUTH AND WEST ON MAIN ROAD FOR 0.55 MILE
 JB0408'TO A SIDE ROAD
 JB0408'LEFT, CONTINUE WEST FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 JB0408'
 JB0408'STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN A 14 INCH
 JB0408'SQUARE CONCRETE POST WHICH
 JB0408'IS ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND AND
 JB0408'STAMPED EBENEZER 1960.  THE
 JB0408'MARK IS 111 FEET EAST-SOUTHEAST OF THE
 JB0408'SOUTHEAST CORNER OF HOUSE, 61.7 FEET
 JB0408'NORTH-NORTHEAST OF A WITNESS
 JB0408'POST, 53 FEET NORTH-NORTHEAST OF POWER POLE NO 10837, 37 FEET
 JB0408'EAST-NORTHEAST OF DRIVEWAY TO HOUSE AND 28 FEET NORTH OF CENTER OF
 JB0408'ROAD.
 JB0408'
 JB0408'REFERENCE MARK NO 1, A STANDARD REFERENCE MARK DISK SET IN TOP OF A
 JB0408'12 INCH SQUARE CONCRETE
 JB0408'POST WHICH PROJECTS ABOUT 7 INCHES AND STAMPED
 JB0408'EBENEZER NO 1 1960.  THE MARK IS
 JB0408'93 FEET NORTHEAST OF POWER POLE NO
 JB0408'10837, 19 FEET NORTH OF CENTER OF ROAD AND 16 FEET
 JB0408'SOUTHWEST OF
 JB0408'SOUTHWEST CORNER OF FIELD.
 JB0408'
 JB0408'REFERENCE MARK NO 2, A STANDARD REFERENCE MARK DISK SET IN TOP OF A
 JB0408'12 INCH SQUARE CONCRETE
 JB0408'POST WHICH PROJECTS ABOUT 3 INCHES AND STAMPED
 JB0408'EBENEZER NO 2 1960.  THE MARK IS
 JB0408'19 FEET SOUTH OF THE CENTER OF ROAD,
 JB0408'15 FEET WEST OF POWER POLE NO 10837 AND 1.4 FEET
 JB0408'EAST OF A WITNESS POST.
 JB0408'
 JB0408'AZIMUTH MARK, A STANDARD AZIMUTH MARK SET IN TOP OF A 12 INCH SQUARE
 JB0408'CONCRETE POST WHICH
 JB0408'PROJECTS ABOUT 3 INCHES AND STAMPED EBENEZER 1960.  THE
 JB0408'MARK IS 17.6 FEET SOUTH OF
 JB0408'CENTER OF ROAD, 2 FEET WEST OF POWER POLE
 JB0408'AND 1.7 FEET EAST OF A WITNESS POST.
 JB0408'
 JB0408'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.25 MILE TO THE
 JB0408'AZIMUTH MARK ON THE SOUTH
 JB0408'SIDE OF THE ROAD.
 JB0408
 JB0408                          STATION RECOVERY (1960)
 JB0408
 JB0408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0408'4.2 MI S FROM DIX.
 JB0408'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0408'AT DIX, THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.5
 JB0408'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.15 MILE EAST ALONG A
 JB0408'GRAVEL ROAD, AT A DRIVE SOUTH TO A FARM HOUSE, AT A DRIVE NORTH
 JB0408'TO A HOUSE, 29 FEET NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET
 JB0408'EAST OF THE CENTER LINE OF THE DRIVE NORTH, 7 FEET WEST OF THE
 JB0408'EXTENDED CENTER LINE OF THE DRIVE SOUTH, 53 FEET NORTH-NORTHEAST
 JB0408'OF A POWER POLE WITH A TRANSFORMER, 61.8 FEET NORTHEAST OF A
 JB0408'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JB0408'TOP OF A CONCRETE POST 18 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1505 ***********************************************************************
 NH1505  DESIGNATION -  EBENEZER REFORMED CHURCH SPIRE
 NH1505  PID         -  NH1505
 NH1505  STATE/COUNTY-  IL/OGLE
 NH1505  USGS QUAD   -  OREGON (1983)
 NH1505
 NH1505                         *CURRENT SURVEY CONTROL
 NH1505  ___________________________________________________________________
 NH1505* NAD 83(1997)-  42 03 27.07915(N)    089 16 37.52970(W)     ADJUSTED  
 NH1505* NAVD 88     -                                                        
 NH1505  ___________________________________________________________________
 NH1505  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NH1505  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 NH1505
 NH1505  HORZ ORDER  -  THIRD
 NH1505
 NH1505.The horizontal coordinates were established by classical geodetic methods
 NH1505.and adjusted by the National Geodetic Survey in October 1999..
 NH1505
 NH1505
 NH1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1505
 NH1505.The geoid height was determined by GEOID03.
 NH1505
 NH1505;                    North         East     Units Scale Factor Converg.
 NH1505;SPC IL W     -   598,854.313   773,631.537   MT  1.00000786   +0 35 45.4
 NH1505;SPC IL W     - 1,964,741.19  2,538,156.13   sFT  1.00000786   +0 35 45.4
 NH1505;UTM  16      - 4,658,671.664   311,581.450   MT  1.00003685   -1 31 32.9
 NH1505
 NH1505                          SUPERSEDED SURVEY CONTROL
 NH1505
 NH1505  NAD 83(1997)-  42 03 27.07937(N)    089 16 37.53040(W) AD(       ) 4
 NH1505  NAD 83(1986)-  42 03 27.07915(N)    089 16 37.53516(W) AD(       ) 4
 NH1505  NAD 27      -  42 03 26.97500(N)    089 16 37.14600(W) AD(       ) 3
 NH1505
 NH1505.Superseded values are not recommended for survey control.
 NH1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1505.See file dsdata.txt to determine how the superseded data were derived.
 NH1505
 NH1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1158158672(NAD 83)
 NH1505_MARKER: 90 = CHURCH SPIRE
 NH1505
 NH1505  HISTORY     - Date     Condition        Report By
 NH1505  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1505  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 NH1505  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH1505
 NH1505                          STATION DESCRIPTION
 NH1505
 NH1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1505'STATION IS THE CENTER OF THE TOP OF THE SPIRE OF THE EBENEZER
 NH1505'REFORMED CHURCH, LOCATED ALONG THE WEST SIDE OF A PAVED ROAD
 NH1505'ABOUT 5 MILES NORTHEAST OF OREGON AND ABOUT 4 MILES SOUTH OF
 NH1505'BYRON.  IT IS A WOOD SPIRE, COVERED WITH MULTI-COLORED SHINGLES
 NH1505'RISING ABOUT 50 FEET ABOVE THE EAST END OF THE FRAME CHURCH
 NH1505'BUILDING.
 NH1505'
 NH1505'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 NH1505'72 IN BYRON, GO SOUTH ON HIGHWAY 72 FOR 0.35 MILE TO A PAVED
 NH1505'ROAD RIGHT JUST AFTER CROSSING ROCK RIVER.  CONTINUE SOUTH
 NH1505'AND WEST ON PAVED ROAD FOR 5.1 MILE TO THE CHURCH ON THE RIGHT.
 NH1505
 NH1505                          STATION RECOVERY (1996)
 NH1505
 NH1505'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1505'MARK NOT FOUND.
 NH1505
 NH1505                          STATION RECOVERY (2001)
 NH1505
 NH1505'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1505'CHURCH REPLACED EAST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0406 ***********************************************************************
 JB0406  DESIGNATION -  EBENEZER RM 1
 JB0406  PID         -  JB0406
 JB0406  STATE/COUNTY-  IL/JEFFERSON
 JB0406  USGS QUAD   -  KELL (1978)
 JB0406
 JB0406                         *CURRENT SURVEY CONTROL
 JB0406  ___________________________________________________________________
 JB0406* NAD 83(1986)-  38 23 45.     (N)    088 56 42.     (W)     SCALED    
 JB0406* NAVD 88     -       178.921  (meters)     587.01   (feet)  ADJUSTED  
 JB0406  ___________________________________________________________________
 JB0406  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JB0406  DYNAMIC HT  -         178.808 (meters)     586.64  (feet)  COMP
 JB0406  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JB0406
 JB0406  VERT ORDER  -  SECOND    CLASS 0
 JB0406
 JB0406.The horizontal coordinates were scaled from a topographic map and have
 JB0406.an estimated accuracy of +/- 6 seconds.
 JB0406
 JB0406.The orthometric height was determined by differential leveling
 JB0406.and adjusted by the National Geodetic Survey in June 1991..
 JB0406
 JB0406.The geoid height was determined by GEOID03.
 JB0406
 JB0406.The dynamic height is computed by dividing the NAVD 88
 JB0406.geopotential number by the normal gravity value computed on the
 JB0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0406.degrees latitude (g = 980.6199 gals.).
 JB0406
 JB0406.The modeled gravity was interpolated from observed gravity values.
 JB0406
 JB0406;                    North         East    Units  Estimated Accuracy
 JB0406;SPC IL E     -   192,090.      246,570.      MT  (+/- 180 meters Scaled)
 JB0406
 JB0406                          SUPERSEDED SURVEY CONTROL
 JB0406
 JB0406  NGVD 29 (??/??/92)  179.026  (m)          587.35   (f) ADJ UNCH    2 0
 JB0406
 JB0406.Superseded values are not recommended for survey control.
 JB0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0406.See file dsdata.txt to determine how the superseded data were derived.
 JB0406
 JB0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH301515(NAD 83)
 JB0406_MARKER: DR = REFERENCE MARK DISK
 JB0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0406_STAMPING: EBENEZER NO 1 1960
 JB0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0406+STABILITY: SURFACE MOTION
 JB0406
 JB0406  HISTORY     - Date     Condition        Report By
 JB0406  HISTORY     - 1960     MONUMENTED       CGS
 JB0406
 JB0406                          STATION DESCRIPTION
 JB0406
 JB0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0406'4.2 MI S FROM DIX.
 JB0406'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0406'AT DIX, THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.5
 JB0406'MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.15 MILE EAST ALONG A
 JB0406'GRAVEL ROAD, AT DRIVE NORTH AND SOUTH TO FARM HOUSES, 19 FEET
 JB0406'NORTH OF THE CENTER LINE OF THE ROAD, 91 FEET EAST OF THE CENTER
 JB0406'LINE OF THE ROAD NORTH, 57 FEET EAST OF THE EXTENDED CENTER
 JB0406'LINE OF THE DRIVE SOUTH, 93 FEET EAST-NORTHEAST OF A POWER POLE
 JB0406'WITH A TRANSFORMER, 62.1 FEET EAST OF TRAVERSE STATION EBENEZER,
 JB0406'108.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 JB0406'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0406'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0407 ***********************************************************************
 JB0407  DESIGNATION -  EBENEZER RM 2
 JB0407  PID         -  JB0407
 JB0407  STATE/COUNTY-  IL/JEFFERSON
 JB0407  USGS QUAD   -  KELL (1978)
 JB0407
 JB0407                         *CURRENT SURVEY CONTROL
 JB0407  ___________________________________________________________________
 JB0407* NAD 83(1986)-  38 23 45.     (N)    088 56 42.     (W)     SCALED    
 JB0407* NAVD 88     -       179.075  (meters)     587.52   (feet)  ADJUSTED  
 JB0407  ___________________________________________________________________
 JB0407  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JB0407  DYNAMIC HT  -         178.961 (meters)     587.14  (feet)  COMP
 JB0407  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JB0407
 JB0407  VERT ORDER  -  SECOND    CLASS 0
 JB0407
 JB0407.The horizontal coordinates were scaled from a topographic map and have
 JB0407.an estimated accuracy of +/- 6 seconds.
 JB0407
 JB0407.The orthometric height was determined by differential leveling
 JB0407.and adjusted by the National Geodetic Survey in June 1991..
 JB0407
 JB0407.The geoid height was determined by GEOID03.
 JB0407
 JB0407.The dynamic height is computed by dividing the NAVD 88
 JB0407.geopotential number by the normal gravity value computed on the
 JB0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0407.degrees latitude (g = 980.6199 gals.).
 JB0407
 JB0407.The modeled gravity was interpolated from observed gravity values.
 JB0407
 JB0407;                    North         East    Units  Estimated Accuracy
 JB0407;SPC IL E     -   192,090.      246,570.      MT  (+/- 180 meters Scaled)
 JB0407
 JB0407                          SUPERSEDED SURVEY CONTROL
 JB0407
 JB0407  NGVD 29 (??/??/92)  179.180  (m)          587.86   (f) ADJ UNCH    2 0
 JB0407
 JB0407.Superseded values are not recommended for survey control.
 JB0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0407.See file dsdata.txt to determine how the superseded data were derived.
 JB0407
 JB0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH301515(NAD 83)
 JB0407_MARKER: DR = REFERENCE MARK DISK
 JB0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0407_STAMPING: EBENEZER NO 2 1960
 JB0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0407+STABILITY: SURFACE MOTION
 JB0407
 JB0407  HISTORY     - Date     Condition        Report By
 JB0407  HISTORY     - 1960     MONUMENTED       CGS
 JB0407
 JB0407                          STATION DESCRIPTION
 JB0407
 JB0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0407'4.2 MI S FROM DIX.
 JB0407'ABOUT 1.8 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0407'AT DIX, THENCE 0.7 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.5
 JB0407'MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.15 MILE EAST ALONG A
 JB0407'GRAVEL ROAD, AT DRIVES NORTH AND SOUTH TO FARM HOUSES, 18 FEET
 JB0407'SOUTH OF THE CENTER LINE OF THE ROAD, 45 FEET WEST OF THE CENTER
 JB0407'LINE OF THE DRIVE SOUTH, 13 FEET WEST OF THE EXTENDED CENTER LINE
 JB0407'OF THE DRIVE NORTH, 15 FEET WEST OF A POWER POLE WITH A
 JB0407'TRANSFORMER, 60.9 FEET SOUTHWEST OF TRAVERSE STATION EBENEZER,
 JB0407'2.4 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 JB0407'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0407'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1390 ***********************************************************************
 KA1390  DESIGNATION -  ECKEL
 KA1390  PID         -  KA1390
 KA1390  STATE/COUNTY-  IL/CLARK
 KA1390  USGS QUAD   -  MARSHALL (1979)
 KA1390
 KA1390                         *CURRENT SURVEY CONTROL
 KA1390  ___________________________________________________________________
 KA1390* NAD 83(1997)-  39 23 01.55950(N)    087 43 12.67793(W)     ADJUSTED  
 KA1390* NAVD 88     -       185.727  (meters)     609.34   (feet)  ADJUSTED  
 KA1390  ___________________________________________________________________
 KA1390  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KA1390  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KA1390  DYNAMIC HT  -         185.621 (meters)     608.99  (feet)  COMP
 KA1390  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 KA1390
 KA1390  HORZ ORDER  -  SECOND
 KA1390  VERT ORDER  -  SECOND    CLASS 0
 KA1390
 KA1390.The horizontal coordinates were established by classical geodetic methods
 KA1390.and adjusted by the National Geodetic Survey in October 1999..
 KA1390
 KA1390.The orthometric height was determined by differential leveling
 KA1390.and adjusted by the National Geodetic Survey in June 1991..
 KA1390
 KA1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1390
 KA1390.The geoid height was determined by GEOID03.
 KA1390
 KA1390.The dynamic height is computed by dividing the NAVD 88
 KA1390.geopotential number by the normal gravity value computed on the
 KA1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1390.degrees latitude (g = 980.6199 gals.).
 KA1390
 KA1390.The modeled gravity was interpolated from observed gravity values.
 KA1390
 KA1390;                    North         East     Units Scale Factor Converg.
 KA1390;SPC IL E     -   301,761.760   352,825.311   MT  1.00000934   +0 23 20.6
 KA1390;SPC IL E     -   990,030.04  1,157,561.04   sFT  1.00000934   +0 23 20.6
 KA1390;UTM  16      - 4,359,612.321   437,975.589   MT  0.99964737   -0 27 25.1
 KA1390
 KA1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1390!SPC IL E     -   0.99997591  x   1.00000934  =   0.99998525
 KA1390!UTM  16      -   0.99997591  x   0.99964737  =   0.99962329
 KA1390
 KA1390|---------------------------------------------------------------------|
 KA1390| PID    Reference Object                     Distance      Geod. Az  |
 KA1390|                                                           dddmmss.s |
 KA1390| KA1389 ECKEL RM 1                            7.754 METERS 07041     |
 KA1390| KA1391 ECKEL RM 2                            7.033 METERS 24552     |
 KA1390| KA1398 MILL                                APPROX. 2.9 KM 2521240.2 |
 KA1390|---------------------------------------------------------------------|
 KA1390
 KA1390                          SUPERSEDED SURVEY CONTROL
 KA1390
 KA1390  NAD 83(1997)-  39 23 01.55927(N)    087 43 12.67731(W) AD(       ) 2
 KA1390  NAD 83(1986)-  39 23 01.56737(N)    087 43 12.67104(W) AD(       ) 2
 KA1390  NAD 27      -  39 23 01.43700(N)    087 43 12.56960(W) AD(       ) 2
 KA1390  NGVD 29 (??/??/92)  185.808  (m)          609.61   (f) ADJ UNCH    2 0
 KA1390
 KA1390.Superseded values are not recommended for survey control.
 KA1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1390.See file dsdata.txt to determine how the superseded data were derived.
 KA1390
 KA1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ3797659612(NAD 83)
 KA1390_MARKER: DS = TRIANGULATION STATION DISK
 KA1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1390_STAMPING: ECKEL 1959
 KA1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1390+STABILITY: SURFACE MOTION
 KA1390
 KA1390  HISTORY     - Date     Condition        Report By
 KA1390  HISTORY     - 1959     MONUMENTED       CGS
 KA1390  HISTORY     - 1960     GOOD             NGS
 KA1390  HISTORY     - 1964     GOOD             ILDT
 KA1390  HISTORY     - 19981030 MARK NOT FOUND   USPSQD
 KA1390  HISTORY     - 20050208 MARK NOT FOUND   ILDT
 KA1390
 KA1390                          STATION DESCRIPTION
 KA1390
 KA1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1390'THE STATION IS LOCATED ABOUT 1-1/4 MILES WEST-SOUTHWEST OF MARSHALL,
 KA1390'0.1 MILE EAST OF CROSSROADS AND 152 FEET SOUTH OF U.S. HIGHWAY 40.
 KA1390'
 KA1390'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 40 AND STATE
 KA1390'HIGHWAY 1, AT THE NORTH EDGE OF MARSHALL, GO WEST AND
 KA1390'SOUTHWEST ON U.S.HIGHWAY 40 FOR 2.05 MILES TO THE STATION ON LEFT AS
 KA1390'DESCRIBED.
 KA1390'
 KA1390'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A 12 X 12
 KA1390'INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS
 KA1390'STAMPED ECKEL 1959. IT IS 152 FEET SOUTH OF THE APPROXIMATE CENTER OF
 KA1390'U.S. HIGHWAY 40, 125 FEET EAST OF FENCE CORNER, 2.7 FEET
 KA1390'NORTHEAST OF WITNESS POST AND 1.5 FEET NORTH OF FENCE.
 KA1390'
 KA1390'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KA1390'12 X 12 INCH CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 KA1390'OF THE GROUND AND THE DISK IS STAMPED ECKEL NO 1 1959. IT IS 153 FEET
 KA1390'SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 40, 27.7
 KA1390'FEET EAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.
 KA1390'
 KA1390'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK SET IN TOP OF 12 X
 KA1390'12 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE
 KA1390'DISK STAMPED ECKEL NO 2 1959. IT IS 153 FEET SOUTH OF THE APPROXIMATE
 KA1390'CENTER OF U.S. HIGHWAY 40, 102-1/2 FEET EAST OF FENCE
 KA1390'CORNER, 20.8 FEET WEST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.
 KA1390'
 KA1390'NO AZIMUTH MARK ESTABLISHED.
 KA1390'
 KA1390'STATION ARROW IS VISIBLE FROM THE GROUND AND COULD BE USED AS
 KA1390'AZIMUTH.
 KA1390
 KA1390                          STATION RECOVERY (1960)
 KA1390
 KA1390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KA1390'2 MI SW FROM MARSHALL.
 KA1390'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1390'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, ABOUT 0.3 MILE
 KA1390'NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, 150 FEET SOUTH
 KA1390'OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A FENCE,
 KA1390'126 1/2 FEET EAST OF A FENCE CORNER, 2.9 FEET EAST-NORTHEAST OF A
 KA1390'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY
 KA1390'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KA1390
 KA1390                          STATION RECOVERY (1964)
 KA1390
 KA1390'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964 (DEW)
 KA1390'STATION, RM 1 AND R M 2 HAVE BEEN RECOVERED IN GOOD CONDITION.
 KA1390
 KA1390                          STATION RECOVERY (1998)
 KA1390
 KA1390'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1390'MARK NOT FOUND.
 KA1390
 KA1390                          STATION RECOVERY (2005)
 KA1390
 KA1390'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1389 ***********************************************************************
 KA1389  DESIGNATION -  ECKEL RM 1
 KA1389  PID         -  KA1389
 KA1389  STATE/COUNTY-  IL/CLARK
 KA1389  USGS QUAD   -  MARSHALL (1979)
 KA1389
 KA1389                         *CURRENT SURVEY CONTROL
 KA1389  ___________________________________________________________________
 KA1389* NAD 83(1986)-  39 23 01.     (N)    087 43 12.     (W)     SCALED    
 KA1389* NAVD 88     -       185.701  (meters)     609.25   (feet)  ADJUSTED  
 KA1389  ___________________________________________________________________
 KA1389  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KA1389  DYNAMIC HT  -         185.595 (meters)     608.91  (feet)  COMP
 KA1389  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 KA1389
 KA1389  VERT ORDER  -  SECOND    CLASS 0
 KA1389
 KA1389.The horizontal coordinates were scaled from a topographic map and have
 KA1389.an estimated accuracy of +/- 6 seconds.
 KA1389
 KA1389.The orthometric height was determined by differential leveling
 KA1389.and adjusted by the National Geodetic Survey in June 1991..
 KA1389
 KA1389.The geoid height was determined by GEOID03.
 KA1389
 KA1389.The dynamic height is computed by dividing the NAVD 88
 KA1389.geopotential number by the normal gravity value computed on the
 KA1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1389.degrees latitude (g = 980.6199 gals.).
 KA1389
 KA1389.The modeled gravity was interpolated from observed gravity values.
 KA1389
 KA1389;                    North         East    Units  Estimated Accuracy
 KA1389;SPC IL E     -   301,750.      352,840.      MT  (+/- 180 meters Scaled)
 KA1389
 KA1389                          SUPERSEDED SURVEY CONTROL
 KA1389
 KA1389  NGVD 29 (??/??/92)  185.78   (m)          609.5    (f) COMPUTED    2 0
 KA1389
 KA1389.Superseded values are not recommended for survey control.
 KA1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1389.See file dsdata.txt to determine how the superseded data were derived.
 KA1389
 KA1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ379595(NAD 83)
 KA1389_MARKER: DR = REFERENCE MARK DISK
 KA1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1389_STAMPING: ECKEL NO 1 1959
 KA1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1389+STABILITY: SURFACE MOTION
 KA1389
 KA1389  HISTORY     - Date     Condition        Report By
 KA1389  HISTORY     - 1959     MONUMENTED       CGS
 KA1389  HISTORY     - 1960     GOOD             NGS
 KA1389  HISTORY     - 19981030 MARK NOT FOUND   USPSQD
 KA1389
 KA1389                          STATION DESCRIPTION
 KA1389
 KA1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1389'2 MI SW FROM MARSHALL.
 KA1389'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1389'STATE HIGHWAY 1 IN THE NROTH PART OF MARSHALL, ABOUT 0.3 MILE
 KA1389'NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, 150 1/2 FEET SOUTH
 KA1389'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 152 FEET
 KA1389'EAST OF A FENCE CORNER, 25.5 FEET EAST OF TRIANGULATION STATION
 KA1389'ECKEL, 27.8 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 KA1389'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 KA1389'FLUSH WITH THE GROUND.
 KA1389
 KA1389                          STATION RECOVERY (1998)
 KA1389
 KA1389'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1391 ***********************************************************************
 KA1391  DESIGNATION -  ECKEL RM 2
 KA1391  PID         -  KA1391
 KA1391  STATE/COUNTY-  IL/CLARK
 KA1391  USGS QUAD   -  MARSHALL (1979)
 KA1391
 KA1391                         *CURRENT SURVEY CONTROL
 KA1391  ___________________________________________________________________
 KA1391* NAD 83(1986)-  39 23 01.     (N)    087 43 12.     (W)     SCALED    
 KA1391* NAVD 88     -       185.877  (meters)     609.83   (feet)  ADJUSTED  
 KA1391  ___________________________________________________________________
 KA1391  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KA1391  DYNAMIC HT  -         185.772 (meters)     609.49  (feet)  COMP
 KA1391  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 KA1391
 KA1391  VERT ORDER  -  SECOND    CLASS 0
 KA1391
 KA1391.The horizontal coordinates were scaled from a topographic map and have
 KA1391.an estimated accuracy of +/- 6 seconds.
 KA1391
 KA1391.The orthometric height was determined by differential leveling
 KA1391.and adjusted by the National Geodetic Survey in June 1991..
 KA1391
 KA1391.The geoid height was determined by GEOID03.
 KA1391
 KA1391.The dynamic height is computed by dividing the NAVD 88
 KA1391.geopotential number by the normal gravity value computed on the
 KA1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1391.degrees latitude (g = 980.6199 gals.).
 KA1391
 KA1391.The modeled gravity was interpolated from observed gravity values.
 KA1391
 KA1391;                    North         East    Units  Estimated Accuracy
 KA1391;SPC IL E     -   301,750.      352,840.      MT  (+/- 180 meters Scaled)
 KA1391
 KA1391                          SUPERSEDED SURVEY CONTROL
 KA1391
 KA1391  NGVD 29 (??/??/92)  185.958  (m)          610.10   (f) ADJ UNCH    2 0
 KA1391
 KA1391.Superseded values are not recommended for survey control.
 KA1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1391.See file dsdata.txt to determine how the superseded data were derived.
 KA1391
 KA1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ379595(NAD 83)
 KA1391_MARKER: DR = REFERENCE MARK DISK
 KA1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1391_STAMPING: ECKEL NO 2 1959
 KA1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1391+STABILITY: SURFACE MOTION
 KA1391
 KA1391  HISTORY     - Date     Condition        Report By
 KA1391  HISTORY     - 1959     MONUMENTED       CGS
 KA1391  HISTORY     - 1960     GOOD             NGS
 KA1391  HISTORY     - 19981030 MARK NOT FOUND   USPSQD
 KA1391
 KA1391                          STATION DESCRIPTION
 KA1391
 KA1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1391'2 MI SW FROM MARSHALL.
 KA1391'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1391'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, ABOUT 0.3 MILE
 KA1391'NORTHEAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH, 150 1/2 FEET SOUTH
 KA1391'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 103 FEET
 KA1391'EAST OF A FENCE CORNER, 23.1 FEET WEST OF TRIANGULATION STATION ECKEL,
 KA1391'20.8 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 KA1391'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KA1391'INCHES.
 KA1391
 KA1391                          STATION RECOVERY (1998)
 KA1391
 KA1391'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0123 ***********************************************************************
 MG0123  DESIGNATION -  ED
 MG0123  PID         -  MG0123
 MG0123  STATE/COUNTY-  IL/HENRY
 MG0123  USGS QUAD   -  GREEN ROCK (1992)
 MG0123
 MG0123                         *CURRENT SURVEY CONTROL
 MG0123  ___________________________________________________________________
 MG0123* NAD 83(1997)-  41 26 06.77453(N)    090 17 54.54601(W)     ADJUSTED  
 MG0123* NAVD 88     -       217.176  (meters)     712.52   (feet)  ADJUSTED  
 MG0123  ___________________________________________________________________
 MG0123  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 MG0123  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0123  DYNAMIC HT  -         217.091 (meters)     712.24  (feet)  COMP
 MG0123  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 MG0123
 MG0123  HORZ ORDER  -  SECOND
 MG0123  VERT ORDER  -  SECOND    CLASS 0
 MG0123
 MG0123.The horizontal coordinates were established by classical geodetic methods
 MG0123.and adjusted by the National Geodetic Survey in October 1999..
 MG0123
 MG0123.The orthometric height was determined by differential leveling
 MG0123.and adjusted by the National Geodetic Survey in June 1991..
 MG0123
 MG0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0123
 MG0123.The geoid height was determined by GEOID03.
 MG0123
 MG0123.The dynamic height is computed by dividing the NAVD 88
 MG0123.geopotential number by the normal gravity value computed on the
 MG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0123.degrees latitude (g = 980.6199 gals.).
 MG0123
 MG0123.The modeled gravity was interpolated from observed gravity values.
 MG0123
 MG0123;                    North         East     Units Scale Factor Converg.
 MG0123;SPC IL W     -   529,365.245   688,983.359   MT  0.99994267   -0 05 14.0
 MG0123;SPC IL W     - 1,736,759.14  2,260,439.57   sFT  0.99994267   -0 05 14.0
 MG0123;UTM  15      - 4,590,594.708   725,711.022   MT  1.00022701   +1 47 18.8
 MG0123
 MG0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0123!SPC IL W     -   0.99997109  x   0.99994267  =   0.99991376
 MG0123!UTM  15      -   0.99997109  x   1.00022701  =   1.00019809
 MG0123
 MG0123|---------------------------------------------------------------------|
 MG0123| PID    Reference Object                     Distance      Geod. Az  |
 MG0123|                                                           dddmmss.s |
 MG0123| MG0122 ED RM 1                              12.614 METERS 17848     |
 MG0123| MG0121 ED AZ MK                                           1794215.6 |
 MG0123| MG0713 ORION TV STATION WHBF TOWER         APPROX.13.7 KM 2093140.7 |
 MG0123| MG0124 ED RM 2                              20.534 METERS 31114     |
 MG0123|---------------------------------------------------------------------|
 MG0123
 MG0123                          SUPERSEDED SURVEY CONTROL
 MG0123
 MG0123  NAD 83(1997)-  41 26 06.77453(N)    090 17 54.54600(W) AD(       ) 2
 MG0123  NAD 83(1986)-  41 26 06.77793(N)    090 17 54.55607(W) AD(       ) 2
 MG0123  NAD 27      -  41 26 06.65190(N)    090 17 54.11210(W) AD(       ) 2
 MG0123  NGVD 29 (??/??/92)  217.256  (m)          712.78   (f) ADJ UNCH    2 0
 MG0123
 MG0123.Superseded values are not recommended for survey control.
 MG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0123.See file dsdata.txt to determine how the superseded data were derived.
 MG0123
 MG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2571190595(NAD 83)
 MG0123_MARKER: DS = TRIANGULATION STATION DISK
 MG0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0123_STAMPING: ED 1959
 MG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0123+STABILITY: SURFACE MOTION
 MG0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0123+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 MG0123
 MG0123  HISTORY     - Date     Condition        Report By
 MG0123  HISTORY     - 1959     MONUMENTED       CGS
 MG0123  HISTORY     - 1959     GOOD             CGS
 MG0123  HISTORY     - 19960715 GOOD             USPSQD
 MG0123  HISTORY     - 20011006 GOOD             USPSQD
 MG0123  HISTORY     - 20011006 GOOD             USPSQD
 MG0123  HISTORY     - 20040623 GOOD             USPSQD
 MG0123
 MG0123                          STATION DESCRIPTION
 MG0123
 MG0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0123'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF COLONA
 MG0123'AND ABOUT 7.5 MILES WEST SOUTHWEST OF GENESEO.
 MG0123'
 MG0123'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MG0123'6 AND SOUTH STATE STREET IN GENESEO, GO WEST ON U.S. HIGHWAY
 MG0123'6 FOR 8 MILES TO A T-ROAD LEFT, TURN LEFT, SOUTH, FOR 1.3
 MG0123'MILES TO A WHITE BARN ON THE LEFT, CONTINUE STRAIGHT AHEAD
 MG0123'FOR 0.1 MILE TO A POWER POLE WITH A TRIANGLE BLAZE ON THE LEFT
 MG0123'AND THE STATION ON THE LEFT.
 MG0123'
 MG0123'STATION MARK, A STANDARD DISK STAMPED ED 1959, IS SET IN
 MG0123'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE
 MG0123'MARK IS 26 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD,
 MG0123'8 FEET NORTH OF A POWER POLE WITH A TRIANGLE BLAZE AND 1.5
 MG0123'FEET WEST OF A FENCE LINE AND A WITNESS POST.
 MG0123'
 MG0123'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED ED NO. 1 1959,
 MG0123'IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 MG0123'INCHES.  THE MARK IS 33 FEET SOUTH OF A POWER POLE WITH A
 MG0123'TRIANGLE BLAZE, 26 FEET EAST OF THE APPROXIMATE CENTER OF THE
 MG0123'ROAD AND 1 FOOT WEST OF A FENCE LINE.
 MG0123'
 MG0123'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED ED NO. 2
 MG0123'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0123'3 INCHES.  THE MARK IS 25 FEET WEST OF THE APPROXIMATE CENTER
 MG0123'OF THE ROAD AND 1 FOOT EAST OF THE FENCE LINE.
 MG0123'
 MG0123'AZIMUTH MARK, A STANDARD DISK STAMPED ED 1959, IS SET IN A
 MG0123'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 MG0123'MARK IS 52 FEET SOUTH OF A POWER POLE, 26 FEET EAST OF THE
 MG0123'APPROXIMATE CENTER OF THE ROAD AND 3 FEET WEST OF A FENCE
 MG0123'LINE AND A WITNESS POST.
 MG0123'
 MG0123'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1
 MG0123'MILE TO A CUT BANK ON THE LEFT AND THE AZIMUTH MARK AT THE
 MG0123'TOP OF THE CUT BANK.
 MG0123
 MG0123                          STATION RECOVERY (1959)
 MG0123
 MG0123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MG0123'5 MI S FROM GREEN RIVER.
 MG0123'ABOUT 1.3 MILES SOUTH ALONG A CONCRETE PAVED ROAD FROM THE METHODIST
 MG0123'CHURCH AT GREEN RIVER, THENCE 1.9 MILES SOUTH ALONG A CONCRETE
 MG0123'PAVED ROAD, THENCE 1.0 MILES EAST ALONG A CONCRETE PAVED ROAD,
 MG0123'THENCE 0.1 MILES EAST ALONG A BLACKTOP ROAD, THENCE 0.65 MILES
 MG0123'NORTH ALONG AN OILED ROAD, 26 FEET EAST OF THE CENTER LINE OF
 MG0123'THE ROAD, 1.5 FEET WEST OF FENCE LINE, 157 FEET NORTH-NORTHEAST
 MG0123'AND ACROSS THE ROAD FROM A FARM GATE, 7.8 FEET NORTH OF A POWER
 MG0123'POLE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 MG0123'THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MG0123'3 INCHES.
 MG0123
 MG0123                          STATION RECOVERY (1996)
 MG0123
 MG0123'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0123'RECOVERED IN GOOD CONDITION.
 MG0123
 MG0123                          STATION RECOVERY (2001)
 MG0123
 MG0123'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0123'RECOVERED AS DESCRIBED
 MG0123
 MG0123                          STATION RECOVERY (2001)
 MG0123
 MG0123'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0123'RECOVERED AS DESCRIBED
 MG0123
 MG0123                          STATION RECOVERY (2004)
 MG0123
 MG0123'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0121 ***********************************************************************
 MG0121  DESIGNATION -  ED AZ MK
 MG0121  PID         -  MG0121
 MG0121  STATE/COUNTY-  IL/HENRY
 MG0121  USGS QUAD   -  GREEN ROCK (1992)
 MG0121
 MG0121                         *CURRENT SURVEY CONTROL
 MG0121  ___________________________________________________________________
 MG0121* NAD 83(1986)-  41 26 01.     (N)    090 17 54.     (W)     SCALED    
 MG0121* NAVD 88     -       216.978  (meters)     711.87   (feet)  ADJUSTED  
 MG0121  ___________________________________________________________________
 MG0121  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0121  DYNAMIC HT  -         216.893 (meters)     711.59  (feet)  COMP
 MG0121  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 MG0121
 MG0121  VERT ORDER  -  SECOND    CLASS 0
 MG0121
 MG0121.The horizontal coordinates were scaled from a topographic map and have
 MG0121.an estimated accuracy of +/- 6 seconds.
 MG0121
 MG0121.The orthometric height was determined by differential leveling
 MG0121.and adjusted by the National Geodetic Survey in June 1991..
 MG0121
 MG0121.The geoid height was determined by GEOID03.
 MG0121
 MG0121.The dynamic height is computed by dividing the NAVD 88
 MG0121.geopotential number by the normal gravity value computed on the
 MG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0121.degrees latitude (g = 980.6199 gals.).
 MG0121
 MG0121.The modeled gravity was interpolated from observed gravity values.
 MG0121
 MG0121;                    North         East    Units  Estimated Accuracy
 MG0121;SPC IL W     -   529,190.      689,000.      MT  (+/- 180 meters Scaled)
 MG0121
 MG0121                          SUPERSEDED SURVEY CONTROL
 MG0121
 MG0121  NGVD 29 (??/??/92)  217.058  (m)          712.13   (f) ADJ UNCH    2 0
 MG0121
 MG0121.Superseded values are not recommended for survey control.
 MG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0121.See file dsdata.txt to determine how the superseded data were derived.
 MG0121
 MG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF257904(NAD 83)
 MG0121_MARKER: DZ = AZIMUTH MARK DISK
 MG0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0121_STAMPING: ED 1959
 MG0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0121+STABILITY: SURFACE MOTION
 MG0121
 MG0121  HISTORY     - Date     Condition        Report By
 MG0121  HISTORY     - 1959     MONUMENTED       CGS
 MG0121  HISTORY     - 19960715 MARK NOT FOUND   USPSQD
 MG0121  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0121  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0121
 MG0121                          STATION DESCRIPTION
 MG0121
 MG0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0121'4.8 MI S FROM GREEN RIVER.
 MG0121'ABOUT 1.3 MILES SOUTH ALONG A CONCRETE PAVED ROAD FROM THE
 MG0121'METHODIST CHURCH AT GREEN RIVER, THENCE 1.9 MILES SOUTH ALONG A
 MG0121'CONCRETE PAVED ROAD, THENCE 1.0 MILE EAST ALONG A BLACKTOP ROAD,
 MG0121'THENCE 0.1 EAST ALONG BLACKTOP ROAD, THENCE 0.55 MILES NORTH
 MG0121'ALONG AN OILED ROAD, 26 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MG0121'89 FEET NORTH OF THE EAST END OF AN 18-INCH CORRUGATED PIPE CULVERT,
 MG0121'52.5 FEET SOUTH OF A POWER POLE, 3 FEET WEST OF FENCE LINE, 35
 MG0121'FEET NORTH-NORTHEAST OF A LONE 12-INCH WALNUT TREE, 2.7 FEET WEST
 MG0121'OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD,
 MG0121'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MG0121
 MG0121                          STATION RECOVERY (1996)
 MG0121
 MG0121'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0121'MARK NOT FOUND.
 MG0121
 MG0121                          STATION RECOVERY (2001)
 MG0121
 MG0121'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0121'MARK NOT FOUND.
 MG0121
 MG0121                          STATION RECOVERY (2004)
 MG0121
 MG0121'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 MG0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0122 ***********************************************************************
 MG0122  DESIGNATION -  ED RM 1
 MG0122  PID         -  MG0122
 MG0122  STATE/COUNTY-  IL/HENRY
 MG0122  USGS QUAD   -  GREEN ROCK (1992)
 MG0122
 MG0122                         *CURRENT SURVEY CONTROL
 MG0122  ___________________________________________________________________
 MG0122* NAD 83(1986)-  41 26 06.     (N)    090 17 54.     (W)     SCALED    
 MG0122* NAVD 88     -       217.238  (meters)     712.72   (feet)  ADJUSTED  
 MG0122  ___________________________________________________________________
 MG0122  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0122  DYNAMIC HT  -         217.152 (meters)     712.44  (feet)  COMP
 MG0122  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 MG0122
 MG0122  VERT ORDER  -  SECOND    CLASS 0
 MG0122
 MG0122.The horizontal coordinates were scaled from a topographic map and have
 MG0122.an estimated accuracy of +/- 6 seconds.
 MG0122
 MG0122.The orthometric height was determined by differential leveling
 MG0122.and adjusted by the National Geodetic Survey in June 1991..
 MG0122
 MG0122.The geoid height was determined by GEOID03.
 MG0122
 MG0122.The dynamic height is computed by dividing the NAVD 88
 MG0122.geopotential number by the normal gravity value computed on the
 MG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0122.degrees latitude (g = 980.6199 gals.).
 MG0122
 MG0122.The modeled gravity was interpolated from observed gravity values.
 MG0122
 MG0122;                    North         East    Units  Estimated Accuracy
 MG0122;SPC IL W     -   529,340.      689,000.      MT  (+/- 180 meters Scaled)
 MG0122
 MG0122                          SUPERSEDED SURVEY CONTROL
 MG0122
 MG0122  NGVD 29 (??/??/92)  217.317  (m)          712.98   (f) ADJ UNCH    2 0
 MG0122
 MG0122.Superseded values are not recommended for survey control.
 MG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0122.See file dsdata.txt to determine how the superseded data were derived.
 MG0122
 MG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF257905(NAD 83)
 MG0122_MARKER: DR = REFERENCE MARK DISK
 MG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0122_STAMPING: ED NO 1 1959
 MG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0122+STABILITY: SURFACE MOTION
 MG0122
 MG0122  HISTORY     - Date     Condition        Report By
 MG0122  HISTORY     - 1959     MONUMENTED       CGS
 MG0122  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0122  HISTORY     - 19960715 MARK NOT FOUND   USPSQD
 MG0122  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0122  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0122
 MG0122                          STATION DESCRIPTION
 MG0122
 MG0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0122'5 MI S FROM GREEN RIVER.
 MG0122'ABOUT 1.3 MILES SOUTH ALONG A CONCRETE PAVED ROAD FROM THE
 MG0122'METHODIST CHURCH AT GREEN RIVER, THENCE 1.9 MILES SOUTH ALONG A
 MG0122'CONCRETE PAVED ROAD, THENCE 1.0 MILES EAST ALONG A CONCRETE PAVED
 MG0122'ROAD, THENCE 0.1 MILES EAST ALONG A BLACKTOP ROAD, THENCE 0.65
 MG0122'MILES NORTH ALONG AN OILES ROAD, 27 FEET EAST OF THE CENTER LINE
 MG0122'OF THE ROAD, 1 FOOT WEST OF FENCE LINE, 119 FEET NORTH-NORTHEAST
 MG0122'AND ACROSS THE ROAD FROM A FARM GATE, 41.4 FEET SOUTH OF TRIANGULATION
 MG0122'STATION ED, 33.3 FEET SOUTH OF A POWER POLE, 41.5 FEET SOUTH OF A
 MG0122'METAL WITNESS POST, 1.5 FEET ABOVE THE LEVEL OF THE ROAD, SET
 MG0122'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MG0122
 MG0122                          STATION RECOVERY (1988)
 MG0122
 MG0122'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0122'MARK NOT FOUND.
 MG0122
 MG0122                          STATION RECOVERY (1996)
 MG0122
 MG0122'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0122'MARK NOT FOUND.
 MG0122
 MG0122                          STATION RECOVERY (2001)
 MG0122
 MG0122'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0122'MARK NOT FOUND.
 MG0122
 MG0122                          STATION RECOVERY (2004)
 MG0122
 MG0122'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0124 ***********************************************************************
 MG0124  DESIGNATION -  ED RM 2
 MG0124  PID         -  MG0124
 MG0124  STATE/COUNTY-  IL/HENRY
 MG0124  USGS QUAD   -  GREEN ROCK (1992)
 MG0124
 MG0124                         *CURRENT SURVEY CONTROL
 MG0124  ___________________________________________________________________
 MG0124* NAD 83(1986)-  41 26 06.     (N)    090 17 54.     (W)     SCALED    
 MG0124* NAVD 88     -       216.789  (meters)     711.25   (feet)  ADJUSTED  
 MG0124  ___________________________________________________________________
 MG0124  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0124  DYNAMIC HT  -         216.704 (meters)     710.97  (feet)  COMP
 MG0124  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 MG0124
 MG0124  VERT ORDER  -  SECOND    CLASS 0
 MG0124
 MG0124.The horizontal coordinates were scaled from a topographic map and have
 MG0124.an estimated accuracy of +/- 6 seconds.
 MG0124
 MG0124.The orthometric height was determined by differential leveling
 MG0124.and adjusted by the National Geodetic Survey in June 1991..
 MG0124
 MG0124.The geoid height was determined by GEOID03.
 MG0124
 MG0124.The dynamic height is computed by dividing the NAVD 88
 MG0124.geopotential number by the normal gravity value computed on the
 MG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0124.degrees latitude (g = 980.6199 gals.).
 MG0124
 MG0124.The modeled gravity was interpolated from observed gravity values.
 MG0124
 MG0124;                    North         East    Units  Estimated Accuracy
 MG0124;SPC IL W     -   529,340.      689,000.      MT  (+/- 180 meters Scaled)
 MG0124
 MG0124                          SUPERSEDED SURVEY CONTROL
 MG0124
 MG0124  NGVD 29 (??/??/92)  216.868  (m)          711.51   (f) ADJ UNCH    2 0
 MG0124
 MG0124.Superseded values are not recommended for survey control.
 MG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0124.See file dsdata.txt to determine how the superseded data were derived.
 MG0124
 MG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF257905(NAD 83)
 MG0124_MARKER: DR = REFERENCE MARK DISK
 MG0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0124_STAMPING: ED NO 2 1959
 MG0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0124+STABILITY: SURFACE MOTION
 MG0124
 MG0124  HISTORY     - Date     Condition        Report By
 MG0124  HISTORY     - 1959     MONUMENTED       CGS
 MG0124  HISTORY     - 19960715 MARK NOT FOUND   USPSQD
 MG0124  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0124  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0124
 MG0124                          STATION DESCRIPTION
 MG0124
 MG0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0124'5 MI S FROM GREEN RIVER.
 MG0124'ABOUT 1.3 MILES SOUTH ALONG A CONCRETE PAVED ROAD FROM THE
 MG0124'METHODIST CHURCH AT GREEN RIVER, THENCE 1.9 MILES SOUTH ALONG A
 MG0124'CONCRETE PAVED ROAD, THENCE 1.0 MILES EAST ALONG A CONCRETE PAVED
 MG0124'ROAD, THENCE 0.1 MILES EAST ALONG A BLACKTOP ROAD, THENCE 0.65
 MG0124'MILES NORTH ALONG AN OILED ROAD, 26 FEET WEST OF THE CENTER LINE
 MG0124'OF THE ROAD, 1.5 FEET EAST OF FENCE LINE, 192 FEET NORTH OF A FARM
 MG0124'GATE, 67.4 FEET NORTHWEST OF TRIANGULATION STATION ED, 73.6 FEET
 MG0124'NORTHWEST OF POWER POLE, 68.5 FEET NORTHWEST OF A METAL WITNESS
 MG0124'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP
 MG0124'OF A CONCRETE POST PROJECTING 2 INCHES.
 MG0124
 MG0124                          STATION RECOVERY (1996)
 MG0124
 MG0124'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0124'MARK NOT FOUND.
 MG0124
 MG0124                          STATION RECOVERY (2001)
 MG0124
 MG0124'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0124'MARK NOT FOUND.
 MG0124
 MG0124                          STATION RECOVERY (2004)
 MG0124
 MG0124'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0124'AZIMUTH MARK WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8976 ***********************************************************************
 DE8976  DESIGNATION -  EDG 01A
 DE8976  PID         -  DE8976
 DE8976  STATE/COUNTY-  IL/EDGAR
 DE8976  USGS QUAD   -  HUME (1982)
 DE8976
 DE8976                         *CURRENT SURVEY CONTROL
 DE8976  ___________________________________________________________________
 DE8976* NAD 83(1997)-  39 47 33.74447(N)    087 51 36.49250(W)     ADJUSTED  
 DE8976* NAVD 88     -       199.1    (meters)     653.     (feet)  GPS OBS   
 DE8976  ___________________________________________________________________
 DE8976  X           -     183,244.710 (meters)                     COMP
 DE8976  Y           -  -4,904,176.350 (meters)                     COMP
 DE8976  Z           -   4,060,434.244 (meters)                     COMP
 DE8976  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DE8976  ELLIP HEIGHT-         167.05  (meters)          (12/06/04) GPS OBS
 DE8976  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE8976
 DE8976  HORZ ORDER  -  FIRST
 DE8976  ELLP ORDER  -  FOURTH    CLASS I
 DE8976
 DE8976.The horizontal coordinates were established by GPS observations
 DE8976.and adjusted by the National Geodetic Survey in December 2002..
 DE8976
 DE8976.The orthometric height was determined by GPS observations and a
 DE8976.high-resolution geoid model.
 DE8976
 DE8976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8976
 DE8976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8976
 DE8976.The ellipsoidal height was determined by GPS observations
 DE8976.and is referenced to NAD 83.
 DE8976
 DE8976.The geoid height was determined by GEOID03.
 DE8976
 DE8976;                    North         East     Units Scale Factor Converg.
 DE8976;SPC IL E     -   347,091.691   340,529.070   MT  0.99999521   +0 18 10.3
 DE8976;SPC IL E     - 1,138,749.99  1,117,219.12   sFT  0.99999521   +0 18 10.3
 DE8976;UTM  16      - 4,405,103.909   426,356.943   MT  0.99966677   -0 33 01.9
 DE8976
 DE8976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8976!SPC IL E     -   0.99997379  x   0.99999521  =   0.99996900
 DE8976!UTM  16      -   0.99997379  x   0.99966677  =   0.99964057
 DE8976
 DE8976                          SUPERSEDED SURVEY CONTROL
 DE8976
 DE8976  ELLIP H (12/18/02)  167.04   (m)                       GP(       ) 4 2
 DE8976
 DE8976.Superseded values are not recommended for survey control.
 DE8976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8976.See file dsdata.txt to determine how the superseded data were derived.
 DE8976
 DE8976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK2635705104(NAD 83)
 DE8976_MARKER: I = METAL ROD
 DE8976_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8976_STAMPING: EDG-01A
 DE8976_MARK LOGO: ILDT  
 DE8976_PROJECTION: FLUSH
 DE8976_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8976+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DE8976_ROD/PIPE-DEPTH:  3.7 meters
 DE8976_SLEEVE-DEPTH  :  1.1 meters
 DE8976
 DE8976  HISTORY     - Date     Condition        Report By
 DE8976  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8976  HISTORY     - 20050622 GOOD             CHAST
 DE8976
 DE8976                          STATION DESCRIPTION
 DE8976
 DE8976'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8976'THE STATION IS LOCATED ABOUT 0.7 MI  ( 1.1 KM ) EAST OF  HUME  .  TO
 DE8976'REACH FROM THE  JUNCTION  AT   U.S.ROUTE 36   AND  STATE
 DE8976'ROUTE 49 ,  GO  EAST  ON  U.S ROUTE 36  ( 2200 N COUNTY ROAD ) TO THE
 DE8976'CROSS ROAD 575 E COUNTY ROAD ( SHILOA RD. )  ,   ABOUT 4.2  MI ( 6.9
 DE8976'KM ) ,
 DE8976'THE  STATION IS  ON THE LEFT ,  IT IS  39.5   FT NORTH   OF THE CENTER
 DE8976'OF
 DE8976'THE U.S. ROUTE 36  , 3.0  FT SOUTH   OF THE  EDGE OF FIELD , 7.0 FT
 DE8976'EAST OF
 DE8976'THE UTILITY POLE , 9.5 FT WEST OF THE SIGN POLE ( ADOT A HWY, KEEP IL.
 DE8976'CLEAN ) , 1.0 FT SOUTH OF THE FIBERGLASS WITNESS  POST .  NOTE--
 DE8976'ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH   ACCESS COVER.
 DE8976' 
 DE8976' 
 DE8976' 
 DE8976' 
 DE8976'
 DE8976
 DE8976                          STATION RECOVERY (2005)
 DE8976
 DE8976'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2005 (JRA)
 DE8976'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8972 ***********************************************************************
 DE8972  DESIGNATION -  EDG 01B
 DE8972  PID         -  DE8972
 DE8972  STATE/COUNTY-  IL/EDGAR
 DE8972  USGS QUAD   -  HUME (1982)
 DE8972
 DE8972                         *CURRENT SURVEY CONTROL
 DE8972  ___________________________________________________________________
 DE8972* NAD 83(1997)-  39 47 32.87242(N)    087 51 16.20664(W)     ADJUSTED  
 DE8972* NAVD 88     -       198.3    (meters)     651.     (feet)  GPS OBS   
 DE8972  ___________________________________________________________________
 DE8972  X           -     183,727.648 (meters)                     COMP
 DE8972  Y           -  -4,904,174.854 (meters)                     COMP
 DE8972  Z           -   4,060,413.034 (meters)                     COMP
 DE8972  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DE8972  ELLIP HEIGHT-         166.20  (meters)          (12/06/04) GPS OBS
 DE8972  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DE8972
 DE8972  HORZ ORDER  -  FIRST
 DE8972  ELLP ORDER  -  FOURTH    CLASS I
 DE8972
 DE8972.The horizontal coordinates were established by GPS observations
 DE8972.and adjusted by the National Geodetic Survey in December 2002..
 DE8972
 DE8972.The orthometric height was determined by GPS observations and a
 DE8972.high-resolution geoid model.
 DE8972
 DE8972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8972
 DE8972.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8972
 DE8972.The ellipsoidal height was determined by GPS observations
 DE8972.and is referenced to NAD 83.
 DE8972
 DE8972.The geoid height was determined by GEOID03.
 DE8972
 DE8972;                    North         East     Units Scale Factor Converg.
 DE8972;SPC IL E     -   347,067.362   341,011.848   MT  0.99999570   +0 18 23.3
 DE8972;SPC IL E     - 1,138,670.17  1,118,803.04   sFT  0.99999570   +0 18 23.3
 DE8972;UTM  16      - 4,405,072.403   426,839.146   MT  0.99966589   -0 32 48.9
 DE8972
 DE8972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8972!SPC IL E     -   0.99997393  x   0.99999570  =   0.99996963
 DE8972!UTM  16      -   0.99997393  x   0.99966589  =   0.99963983
 DE8972
 DE8972                          SUPERSEDED SURVEY CONTROL
 DE8972
 DE8972  ELLIP H (12/18/02)  166.19   (m)                       GP(       ) 4 2
 DE8972
 DE8972.Superseded values are not recommended for survey control.
 DE8972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8972.See file dsdata.txt to determine how the superseded data were derived.
 DE8972
 DE8972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK2683905072(NAD 83)
 DE8972_MARKER: I = METAL ROD
 DE8972_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8972_STAMPING: EDG-01B
 DE8972_MARK LOGO: ILDT  
 DE8972_PROJECTION: FLUSH
 DE8972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8972+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DE8972_ROD/PIPE-DEPTH:  3.7 meters
 DE8972_SLEEVE-DEPTH  :  1.1 meters
 DE8972
 DE8972  HISTORY     - Date     Condition        Report By
 DE8972  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8972  HISTORY     - 20050622 GOOD             CHAST
 DE8972
 DE8972                          STATION DESCRIPTION
 DE8972
 DE8972'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8972'THE STATION IS LOCATED ABOUT 1.0 MI  ( 1.6 KM ) EAST OF  HUME  .  TO
 DE8972'REACH FROM THE  JUNCTION  AT   U.S.ROUTE 36   AND  STATE
 DE8972'ROUTE 49 ,  GO  EAST  ON  U.S ROUTE 36  ( 2200 N COUNTY ROAD ) TO THE
 DE8972'CROSS ROAD 575 E COUNTY ROAD ( SHILOA RD. )   ABOUT 4.2  MI ( 6.9  KM
 DE8972') ,
 DE8972'CONTINUE EAST ON  U.S. ROUTE 36 (  2200 N COUNTY ROAD ) ABOUT 0.3 MI (
 DE8972'0.5 KM ) THE  STATION IS  ON THE RIGHT .  IT IS  57.0    FT SOUTH   OF
 DE8972'THE
 DE8972'CENTER  OF THE U.S. ROUTE 36  , 3.5  FT SOUTH   OF THE  EDGE OF FIELD,
 DE8972'2.0
 DE8972'FT NORTH OF THE FIBERGLASS WITNESS  POST ,  NOTE-- ACCESS TO THE
 DE8972'STATION  POINT IS THROUGH  A  6 - INCH  ACCESS COVER.
 DE8972' 
 DE8972'
 DE8972
 DE8972                          STATION RECOVERY (2005)
 DE8972
 DE8972'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2005 (JRA)
 DE8972'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9028 ***********************************************************************
 DE9028  DESIGNATION -  EDG 02A
 DE9028  PID         -  DE9028
 DE9028  STATE/COUNTY-  IL/EDGAR
 DE9028  USGS QUAD   -  CHRISMAN (1966)
 DE9028
 DE9028                         *CURRENT SURVEY CONTROL
 DE9028  ___________________________________________________________________
 DE9028* NAD 83(1997)-  39 47 32.74759(N)    087 40 35.35501(W)     ADJUSTED  
 DE9028* NAVD 88     -       195.7    (meters)     642.     (feet)  GPS OBS   
 DE9028  ___________________________________________________________________
 DE9028  X           -     198,963.712 (meters)                     COMP
 DE9028  Y           -  -4,903,580.752 (meters)                     COMP
 DE9028  Z           -   4,060,408.354 (meters)                     COMP
 DE9028  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 DE9028  ELLIP HEIGHT-         163.51  (meters)          (12/06/04) GPS OBS
 DE9028  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE9028
 DE9028  HORZ ORDER  -  FIRST
 DE9028  ELLP ORDER  -  FOURTH    CLASS I
 DE9028
 DE9028.The horizontal coordinates were established by GPS observations
 DE9028.and adjusted by the National Geodetic Survey in December 2002..
 DE9028
 DE9028.The orthometric height was determined by GPS observations and a
 DE9028.high-resolution geoid model.
 DE9028
 DE9028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9028
 DE9028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9028
 DE9028.The ellipsoidal height was determined by GPS observations
 DE9028.and is referenced to NAD 83.
 DE9028
 DE9028.The geoid height was determined by GEOID03.
 DE9028
 DE9028;                    North         East     Units Scale Factor Converg.
 DE9028;SPC IL E     -   347,160.226   356,258.885   MT  1.00001395   +0 25 13.4
 DE9028;SPC IL E     - 1,138,974.84  1,168,826.03   sFT  1.00001395   +0 25 13.4
 DE9028;UTM  16      - 4,404,938.221   442,080.519   MT  0.99964130   -0 25 58.7
 DE9028
 DE9028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9028!SPC IL E     -   0.99997435  x   1.00001395  =   0.99998830
 DE9028!UTM  16      -   0.99997435  x   0.99964130  =   0.99961566
 DE9028
 DE9028                          SUPERSEDED SURVEY CONTROL
 DE9028
 DE9028  ELLIP H (12/18/02)  163.50   (m)                       GP(       ) 4 2
 DE9028
 DE9028.Superseded values are not recommended for survey control.
 DE9028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9028.See file dsdata.txt to determine how the superseded data were derived.
 DE9028
 DE9028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK4208104938(NAD 83)
 DE9028_MARKER: I = METAL ROD
 DE9028_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9028_STAMPING: EDG-02A
 DE9028_MARK LOGO: ILDT  
 DE9028_PROJECTION: FLUSH
 DE9028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9028+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9028_ROD/PIPE-DEPTH:  3.7 meters
 DE9028_SLEEVE-DEPTH  :  1.1 meters
 DE9028
 DE9028  HISTORY     - Date     Condition        Report By
 DE9028  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9028
 DE9028                          STATION DESCRIPTION
 DE9028
 DE9028'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9028'THE STATION IS LOCATED ABOUT 0.8 MI  ( 1.3 KM ) SOUTH  OF  CHRISMAN .
 DE9028'AT THE INTERSECTION STATE ROUTE 1 AND U.S. ROUTE 36, ON THE
 DE9028'SOUTHWEST CORNER AT THE INTERSECTION.   IT IS  15.5 FT  SOUTH OF THE
 DE9028'SOUTH EDGE OF U.S. ROUTE 36,  38.0  FT WEST OF THE WEST EDGE OF THE
 DE9028'STATE ROUTE 1, 31.O FT NORTHWEST OF THE UTILITY POLE, 32.6 EAST OF
 DE9028'THE EAST SIGN POLE (CHRISMAN LIONS CLUB .......), 2.0 FT NORTH OF THE
 DE9028'FIBERGLASS WITNESS POST  . NOTE-- ACCESS TO THE  STATION  POINT IS
 DE9028'THROUGH  A  6 - INCH  ACCESS  COVER.
 DE9028' 
 DE9028' 
 DE9028' 
 DE9028'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9031 ***********************************************************************
 DE9031  DESIGNATION -  EDG 02B
 DE9031  PID         -  DE9031
 DE9031  STATE/COUNTY-  IL/EDGAR
 DE9031  USGS QUAD   -  CHRISMAN (1966)
 DE9031
 DE9031                         *CURRENT SURVEY CONTROL
 DE9031  ___________________________________________________________________
 DE9031* NAD 83(1997)-  39 47 32.50953(N)    087 40 55.66739(W)     ADJUSTED  
 DE9031* NAVD 88     -       196.1    (meters)     643.     (feet)  GPS OBS   
 DE9031  ___________________________________________________________________
 DE9031  X           -     198,481.025 (meters)                     COMP
 DE9031  Y           -  -4,903,605.385 (meters)                     COMP
 DE9031  Z           -   4,060,403.019 (meters)                     COMP
 DE9031  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DE9031  ELLIP HEIGHT-         163.99  (meters)          (12/06/04) GPS OBS
 DE9031  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DE9031
 DE9031  HORZ ORDER  -  FIRST
 DE9031  ELLP ORDER  -  FOURTH    CLASS I
 DE9031
 DE9031.The horizontal coordinates were established by GPS observations
 DE9031.and adjusted by the National Geodetic Survey in December 2002..
 DE9031
 DE9031.The orthometric height was determined by GPS observations and a
 DE9031.high-resolution geoid model.
 DE9031
 DE9031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9031
 DE9031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9031
 DE9031.The ellipsoidal height was determined by GPS observations
 DE9031.and is referenced to NAD 83.
 DE9031
 DE9031.The geoid height was determined by GEOID03.
 DE9031
 DE9031;                    North         East     Units Scale Factor Converg.
 DE9031;SPC IL E     -   347,149.353   355,775.669   MT  1.00001328   +0 25 00.4
 DE9031;SPC IL E     - 1,138,939.17  1,167,240.67   sFT  1.00001328   +0 25 00.4
 DE9031;UTM  16      - 4,404,934.547   441,597.375   MT  0.99964199   -0 26 11.7
 DE9031
 DE9031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9031!SPC IL E     -   0.99997427  x   1.00001328  =   0.99998755
 DE9031!UTM  16      -   0.99997427  x   0.99964199  =   0.99961627
 DE9031
 DE9031                          SUPERSEDED SURVEY CONTROL
 DE9031
 DE9031  ELLIP H (12/18/02)  163.98   (m)                       GP(       ) 4 2
 DE9031
 DE9031.Superseded values are not recommended for survey control.
 DE9031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9031.See file dsdata.txt to determine how the superseded data were derived.
 DE9031
 DE9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK4159704935(NAD 83)
 DE9031_MARKER: I = METAL ROD
 DE9031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE9031_STAMPING: EDG-02B
 DE9031_MARK LOGO: ILDT  
 DE9031_PROJECTION: FLUSH
 DE9031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9031+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9031_ROD/PIPE-DEPTH:  3.7 meters
 DE9031_SLEEVE-DEPTH  :  1.1 meters
 DE9031
 DE9031  HISTORY     - Date     Condition        Report By
 DE9031  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9031
 DE9031                          STATION DESCRIPTION
 DE9031
 DE9031'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9031'THE STATION IS LOCATED ABOUT 0.9 MI  ( 1.4 KM ) SOUTH  OF  CHRISMAN .
 DE9031'TO
 DE9031'REACH FROM  THE INTERSECTION STATE ROUTE 1 AND U.S. ROUTE 36,  GO
 DE9031'WEST ON U.S. ROUTE 36  ABOUT 0.3 MI ( 0.5 KM )  THE STATION IS ON THE
 DE9031'LEFT.   IT IS  39.4  FT  SOUTH  OF THE CENTER OF THE  U.S. ROUTE 36,
 DE9031'17.0
 DE9031'FT NORTH  OF THE EDGE OF FIELD, 19.0 FT NORTHEAST OF THE NORTHEAST
 DE9031'CORNER OF LANDSCAPE TIMBER BOX , 2.0 FT NORTH OF THE FIBERGLASS
 DE9031'WITNESS  POST .  NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6
 DE9031'- INCH  ACCESS  COVER.
 DE9031' 
 DE9031' 
 DE9031'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8968 ***********************************************************************
 DE8968  DESIGNATION -  EDG 03A
 DE8968  PID         -  DE8968
 DE8968  STATE/COUNTY-  IL/EDGAR
 DE8968  USGS QUAD   -  SANDFORD (1987)
 DE8968
 DE8968                         *CURRENT SURVEY CONTROL
 DE8968  ___________________________________________________________________
 DE8968* NAD 83(1997)-  39 36 25.78313(N)    087 33 23.58739(W)     ADJUSTED  
 DE8968* NAVD 88     -       192.2    (meters)     631.     (feet)  GPS OBS   
 DE8968  ___________________________________________________________________
 DE8968  X           -     209,787.852 (meters)                     COMP
 DE8968  Y           -  -4,916,278.545 (meters)                     COMP
 DE8968  Z           -   4,044,578.959 (meters)                     COMP
 DE8968  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 DE8968  ELLIP HEIGHT-         159.85  (meters)          (12/06/04) GPS OBS
 DE8968  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 DE8968
 DE8968  HORZ ORDER  -  FIRST
 DE8968  ELLP ORDER  -  FOURTH    CLASS I
 DE8968
 DE8968.The horizontal coordinates were established by GPS observations
 DE8968.and adjusted by the National Geodetic Survey in December 2002..
 DE8968
 DE8968.The orthometric height was determined by GPS observations and a
 DE8968.high-resolution geoid model.
 DE8968
 DE8968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8968
 DE8968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8968
 DE8968.The ellipsoidal height was determined by GPS observations
 DE8968.and is referenced to NAD 83.
 DE8968
 DE8968.The geoid height was determined by GEOID03.
 DE8968
 DE8968;                    North         East     Units Scale Factor Converg.
 DE8968;SPC IL E     -   326,672.559   366,709.616   MT  1.00002977   +0 29 42.8
 DE8968;SPC IL E     - 1,071,758.22  1,203,113.13   sFT  1.00002977   +0 29 42.8
 DE8968;UTM  16      - 4,384,305.462   452,221.627   MT  0.99962810   -0 21 17.4
 DE8968
 DE8968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8968!SPC IL E     -   0.99997492  x   1.00002977  =   1.00000469
 DE8968!UTM  16      -   0.99997492  x   0.99962810  =   0.99960303
 DE8968
 DE8968                          SUPERSEDED SURVEY CONTROL
 DE8968
 DE8968  ELLIP H (12/18/02)  159.88   (m)                       GP(       ) 4 2
 DE8968
 DE8968.Superseded values are not recommended for survey control.
 DE8968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8968.See file dsdata.txt to determine how the superseded data were derived.
 DE8968
 DE8968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5222284305(NAD 83)
 DE8968_MARKER: I = METAL ROD
 DE8968_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8968_STAMPING: EDG-03A
 DE8968_MARK LOGO: ILDT  
 DE8968_PROJECTION: FLUSH
 DE8968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8968+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8968_ROD/PIPE-DEPTH:  4.9 meters
 DE8968_SLEEVE-DEPTH  :  1.1 meters
 DE8968
 DE8968  HISTORY     - Date     Condition        Report By
 DE8968  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8968
 DE8968                          STATION DESCRIPTION
 DE8968
 DE8968'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8968'THE STATION IS LOCATED ABOUT 7.5 MI  ( 12.3 KM ) EAST  OF  PARIS ,
 DE8968'ABOUT
 DE8968'2.5 MI ( 4.1 KM )  NORTHEAST OF VERMILION. TO REACH  FROM  THE
 DE8968'JUNCTION AT THE U.S ROUTE STATE 133 AND STATE ROUTE 1 NORTH OF
 DE8968'PARIS, GO EAST ON  U.S. ROUTE 150 ( 900 N COUNTY ROAD )  ABOUT 7.5 MI
 DE8968'(
 DE8968'12.3 KM )  TO THE CROSSROAD 2200 E COUNTY ROAD,  THE STATION IS ON
 DE8968'THE RIGHT, ON THE SOUTHEAST CORNER AT THE CROSSROAD. IT IS  53.3 FT
 DE8968'SOUTH  OF THE U.S. ROUTE 150  30.0  FT EAST  OF THE  2200 E COUNTY
 DE8968'ROAD, 11.8  FT SOUTHEAST OF THE UTILITY POLE, 2.0 FT NORTH OF THE
 DE8968'FIBERGLASS WITNESS  POST  . NOTE-- ACCESS TO THE  STATION  POINT IS
 DE8968'THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8968' 
 DE8968' 
 DE8968'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8970 ***********************************************************************
 DE8970  DESIGNATION -  EDG 03B
 DE8970  PID         -  DE8970
 DE8970  STATE/COUNTY-  IL/EDGAR
 DE8970  USGS QUAD   -  SANDFORD (1987)
 DE8970
 DE8970                         *CURRENT SURVEY CONTROL
 DE8970  ___________________________________________________________________
 DE8970* NAD 83(1997)-  39 36 25.86769(N)    087 33 02.58609(W)     ADJUSTED  
 DE8970* NAVD 88     -       191.7    (meters)     629.     (feet)  GPS OBS   
 DE8970  ___________________________________________________________________
 DE8970  X           -     210,288.324 (meters)                     COMP
 DE8970  Y           -  -4,916,255.106 (meters)                     COMP
 DE8970  Z           -   4,044,580.643 (meters)                     COMP
 DE8970  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 DE8970  ELLIP HEIGHT-         159.34  (meters)          (12/06/04) GPS OBS
 DE8970  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DE8970
 DE8970  HORZ ORDER  -  FIRST
 DE8970  ELLP ORDER  -  FOURTH    CLASS I
 DE8970
 DE8970.The horizontal coordinates were established by GPS observations
 DE8970.and adjusted by the National Geodetic Survey in December 2002..
 DE8970
 DE8970.The orthometric height was determined by GPS observations and a
 DE8970.high-resolution geoid model.
 DE8970
 DE8970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8970
 DE8970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8970
 DE8970.The ellipsoidal height was determined by GPS observations
 DE8970.and is referenced to NAD 83.
 DE8970
 DE8970.The geoid height was determined by GEOID03.
 DE8970
 DE8970;                    North         East     Units Scale Factor Converg.
 DE8970;SPC IL E     -   326,679.513   367,210.594   MT  1.00003059   +0 29 56.2
 DE8970;SPC IL E     - 1,071,781.04  1,204,756.76   sFT  1.00003059   +0 29 56.2
 DE8970;UTM  16      - 4,384,304.984   452,722.452   MT  0.99962752   -0 21 04.0
 DE8970
 DE8970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8970!SPC IL E     -   0.99997500  x   1.00003059  =   1.00000559
 DE8970!UTM  16      -   0.99997500  x   0.99962752  =   0.99960253
 DE8970
 DE8970                          SUPERSEDED SURVEY CONTROL
 DE8970
 DE8970  ELLIP H (12/18/02)  159.35   (m)                       GP(       ) 4 2
 DE8970
 DE8970.Superseded values are not recommended for survey control.
 DE8970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8970.See file dsdata.txt to determine how the superseded data were derived.
 DE8970
 DE8970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5272284305(NAD 83)
 DE8970_MARKER: I = METAL ROD
 DE8970_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8970_STAMPING: EDG-03B
 DE8970_MARK LOGO: ILDT  
 DE8970_PROJECTION: FLUSH
 DE8970_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8970+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8970_ROD/PIPE-DEPTH:  3.7 meters
 DE8970_SLEEVE-DEPTH  :  1.1 meters
 DE8970
 DE8970  HISTORY     - Date     Condition        Report By
 DE8970  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8970
 DE8970                          STATION DESCRIPTION
 DE8970
 DE8970'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8970'THE STATION IS LOCATED ABOUT 7.8 MI  (12.8 KM) EAST  OF  PARIS , ABOUT
 DE8970'2.7 MI (4.41 KM)  NORTHEAST OF VERMILION. TO REACH  FROM  THE
 DE8970'JUNCTION U.S ROUTE 133 AND STATE ROUTE 1 NORTH OF  PARIS, GO EAST
 DE8970'ON  U.S. ROUTE 150 (900 N COUNTY ROAD)  ABOUT 7.5 MI ( 12.3 KM )  TO
 DE8970'THE
 DE8970'CROSSROAD 2200 E COUNTY ROAD,  CONTINUE EAST ON U.S. ROUTE 159
 DE8970'ABOUT 0.3 MI (0.5 KM)  THE STATION IS ON THE RIGHT. IT IS  49.4  FT
 DE8970'SOUTH
 DE8970'OF THE U.S. ROUTE 150  (900 N COUNTY ROAD),  6.0  FT NORTH   OF THE
 DE8970'EDGE OF FIELD , 12.3 FT OF THE UTILITY POLE, 2.0 FT NORTH OF THE
 DE8970'FIBERGLASS WITNESS  POST. NOTE-- ACCESS TO THE  STATION  POINT IS
 DE8970'THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8970' 
 DE8970'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8935 ***********************************************************************
 DE8935  DESIGNATION -  EDG 04A
 DE8935  PID         -  DE8935
 DE8935  STATE/COUNTY-  IL/EDGAR
 DE8935  USGS QUAD   -  REDMON (1982)
 DE8935
 DE8935                         *CURRENT SURVEY CONTROL
 DE8935  ___________________________________________________________________
 DE8935* NAD 83(1997)-  39 38 36.50881(N)    087 52 20.50174(W)     ADJUSTED  
 DE8935* NAVD 88     -       204.4    (meters)     671.     (feet)  GPS OBS   
 DE8935  ___________________________________________________________________
 DE8935  X           -     182,591.583 (meters)                     COMP
 DE8935  Y           -  -4,914,800.309 (meters)                     COMP
 DE8935  Z           -   4,047,692.415 (meters)                     COMP
 DE8935  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 DE8935  ELLIP HEIGHT-         172.44  (meters)          (12/06/04) GPS OBS
 DE8935  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DE8935
 DE8935  HORZ ORDER  -  FIRST
 DE8935  ELLP ORDER  -  FOURTH    CLASS I
 DE8935
 DE8935.The horizontal coordinates were established by GPS observations
 DE8935.and adjusted by the National Geodetic Survey in December 2002..
 DE8935
 DE8935.The orthometric height was determined by GPS observations and a
 DE8935.high-resolution geoid model.
 DE8935
 DE8935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8935
 DE8935.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8935
 DE8935.The ellipsoidal height was determined by GPS observations
 DE8935.and is referenced to NAD 83.
 DE8935
 DE8935.The geoid height was determined by GEOID03.
 DE8935
 DE8935;                    North         East     Units Scale Factor Converg.
 DE8935;SPC IL E     -   330,517.416   339,567.203   MT  0.99999427   +0 17 38.8
 DE8935;SPC IL E     - 1,084,372.56  1,114,063.40   sFT  0.99999427   +0 17 38.8
 DE8935;UTM  16      - 4,388,551.182   425,149.110   MT  0.99966898   -0 33 23.8
 DE8935
 DE8935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8935!SPC IL E     -   0.99997295  x   0.99999427  =   0.99996722
 DE8935!UTM  16      -   0.99997295  x   0.99966898  =   0.99964194
 DE8935
 DE8935                          SUPERSEDED SURVEY CONTROL
 DE8935
 DE8935  ELLIP H (12/18/02)  172.43   (m)                       GP(       ) 4 2
 DE8935
 DE8935.Superseded values are not recommended for survey control.
 DE8935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8935.See file dsdata.txt to determine how the superseded data were derived.
 DE8935
 DE8935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2514988551(NAD 83)
 DE8935_MARKER: I = METAL ROD
 DE8935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8935_STAMPING: EDG-04A
 DE8935_MARK LOGO: ILDT  
 DE8935_PROJECTION: FLUSH
 DE8935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8935+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8935_ROD/PIPE-DEPTH:  3.7 meters
 DE8935_SLEEVE-DEPTH  :  1.1 meters
 DE8935
 DE8935  HISTORY     - Date     Condition        Report By
 DE8935  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8935
 DE8935                          STATION DESCRIPTION
 DE8935
 DE8935'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8935'THE STATION IS LOCATED ABOUT 0.5 MI  ( 0.8 KM ) WEST  OF  REDMON. TO
 DE8935'REACH  FROM  THE JUNCTION STATE  ROUTE 133 (1200 N COUNTY ROAD)
 DE8935'AND  COUNTY  ROUTE 20 IN  REDMOND,  GO WEST ON  STATE  ROUTE 133  (
 DE8935'1200 N COUNTY ROAD)  ABOUT 1.5 MI ( 2.4 KM )  TO THE CROSSROAD 500 E
 DE8935'COUNTY  ROAD, THE STATION IS ON THE LEFT.   IT IS  38.6  FT SOUTH  OF
 DE8935'THE
 DE8935'STATE ROUTE 133 ,  4.0  FT NORTH  OF THE  EDGE OF FIELD, 26.0 FT WEST
 DE8935'OF
 DE8935'AN OLD  FENCE POST, 2.0 FT NORTH OF THE FIBERGLASS WITNESS  POST.
 DE8935'NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6  - INCH  ACCESS
 DE8935'COVER.
 DE8935' 
 DE8935' 
 DE8935' 
 DE8935' 
 DE8935' 
 DE8935'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8936 ***********************************************************************
 DE8936  DESIGNATION -  EDG 04B
 DE8936  PID         -  DE8936
 DE8936  STATE/COUNTY-  IL/EDGAR
 DE8936  USGS QUAD   -  BROCTON (1982)
 DE8936
 DE8936                         *CURRENT SURVEY CONTROL
 DE8936  ___________________________________________________________________
 DE8936* NAD 83(1997)-  39 38 36.96917(N)    087 52 41.00093(W)     ADJUSTED  
 DE8936* NAVD 88     -       202.6    (meters)     665.     (feet)  GPS OBS   
 DE8936  ___________________________________________________________________
 DE8936  X           -     182,102.748 (meters)                     COMP
 DE8936  Y           -  -4,914,807.978 (meters)                     COMP
 DE8936  Z           -   4,047,702.187 (meters)                     COMP
 DE8936  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 DE8936  ELLIP HEIGHT-         170.62  (meters)          (12/06/04) GPS OBS
 DE8936  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DE8936
 DE8936  HORZ ORDER  -  FIRST
 DE8936  ELLP ORDER  -  FOURTH    CLASS I
 DE8936
 DE8936.The horizontal coordinates were established by GPS observations
 DE8936.and adjusted by the National Geodetic Survey in December 2002..
 DE8936
 DE8936.The orthometric height was determined by GPS observations and a
 DE8936.high-resolution geoid model.
 DE8936
 DE8936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8936
 DE8936.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8936
 DE8936.The ellipsoidal height was determined by GPS observations
 DE8936.and is referenced to NAD 83.
 DE8936
 DE8936.The geoid height was determined by GEOID03.
 DE8936
 DE8936;                    North         East     Units Scale Factor Converg.
 DE8936;SPC IL E     -   330,529.120   339,078.369   MT  0.99999379   +0 17 25.7
 DE8936;SPC IL E     - 1,084,410.95  1,112,459.62   sFT  0.99999379   +0 17 25.7
 DE8936;UTM  16      - 4,388,570.137   424,660.663   MT  0.99966988   -0 33 36.8
 DE8936
 DE8936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8936!SPC IL E     -   0.99997323  x   0.99999379  =   0.99996702
 DE8936!UTM  16      -   0.99997323  x   0.99966988  =   0.99964312
 DE8936
 DE8936                          SUPERSEDED SURVEY CONTROL
 DE8936
 DE8936  ELLIP H (12/18/02)  170.63   (m)                       GP(       ) 4 2
 DE8936
 DE8936.Superseded values are not recommended for survey control.
 DE8936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8936.See file dsdata.txt to determine how the superseded data were derived.
 DE8936
 DE8936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2466188570(NAD 83)
 DE8936_MARKER: I = METAL ROD
 DE8936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8936_STAMPING: EDG-04B
 DE8936_MARK LOGO: ILDT  
 DE8936_PROJECTION: FLUSH
 DE8936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8936+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8936_ROD/PIPE-DEPTH:  3.7 meters
 DE8936_SLEEVE-DEPTH  :  1.1 meters
 DE8936
 DE8936  HISTORY     - Date     Condition        Report By
 DE8936  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8936
 DE8936                          STATION DESCRIPTION
 DE8936
 DE8936'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8936'THE STATION IS LOCATED ABOUT 0.8 MI  ( 1.3 KM ) WEST  OF  REDMON. TO
 DE8936'REACH  FROM  THE JUNCTION  STATE  ROUTE 133 (1200 N COUNTY ROAD)
 DE8936'AND  COUNTY  ROUTE 20  IN REDMOND,  GO WEST ON   STATE  ROUTE 133  (
 DE8936'1200 N COUNTY ROAD )  ABOUT 1.8 MI ( 2.9 KM )  TO THE CROSSROAD 500 E
 DE8936'COUNTY ROAD, CONTINUE WEST ON STATE ROUTE 133 ABOUT 0.3 MI ( 0.5 KM
 DE8936')  THE STATION IS ON THE RIGHT.   IT IS  42.5   FT NORTH  OF THE
 DE8936'CENTER OF
 DE8936'THE  STATE  ROUTE 133 ( 1200 N COUNTY ROAD ) ,  2.0  FT SOUTH  OF THE
 DE8936'EDGE OF FIELD, 19.0 FT EAST OF THE CENTER OF THE DRIVEWAY, 2.0 FT
 DE8936'SOUTH OF THE FIBERGLASS WITNESS  POST.  NOTE-- ACCESS TO THE
 DE8936'STATION  POINT IS  THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8936' 
 DE8936' 
 DE8936' 
 DE8936' 
 DE8936' 
 DE8936'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8964 ***********************************************************************
 DE8964  DESIGNATION -  EDG 05A
 DE8964  PID         -  DE8964
 DE8964  STATE/COUNTY-  IL/EDGAR
 DE8964  USGS QUAD   -  DENNISON (1972)
 DE8964
 DE8964                         *CURRENT SURVEY CONTROL
 DE8964  ___________________________________________________________________
 DE8964* NAD 83(1997)-  39 29 51.31460(N)    087 32 53.71728(W)     ADJUSTED  
 DE8964* NAVD 88     -       166.0    (meters)     545.     (feet)  GPS OBS   
 DE8964  ___________________________________________________________________
 DE8964  X           -     210,830.334 (meters)                     COMP
 DE8964  Y           -  -4,923,967.842 (meters)                     COMP
 DE8964  Z           -   4,035,181.798 (meters)                     COMP
 DE8964  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 DE8964  ELLIP HEIGHT-         133.59  (meters)          (12/06/04) GPS OBS
 DE8964  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 DE8964
 DE8964  HORZ ORDER  -  FIRST
 DE8964  ELLP ORDER  -  FOURTH    CLASS I
 DE8964
 DE8964.The horizontal coordinates were established by GPS observations
 DE8964.and adjusted by the National Geodetic Survey in December 2002..
 DE8964
 DE8964.The orthometric height was determined by GPS observations and a
 DE8964.high-resolution geoid model.
 DE8964
 DE8964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8964
 DE8964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8964
 DE8964.The ellipsoidal height was determined by GPS observations
 DE8964.and is referenced to NAD 83.
 DE8964
 DE8964.The geoid height was determined by GEOID03.
 DE8964
 DE8964;                    North         East     Units Scale Factor Converg.
 DE8964;SPC IL E     -   314,513.203   367,528.344   MT  1.00003112   +0 29 57.7
 DE8964;SPC IL E     - 1,031,865.40  1,205,799.24   sFT  1.00003112   +0 29 57.7
 DE8964;UTM  16      - 4,372,140.210   452,859.824   MT  0.99962736   -0 20 55.4
 DE8964
 DE8964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8964!SPC IL E     -   0.99997904  x   1.00003112  =   1.00001016
 DE8964!UTM  16      -   0.99997904  x   0.99962736  =   0.99960641
 DE8964
 DE8964                          SUPERSEDED SURVEY CONTROL
 DE8964
 DE8964  ELLIP H (12/18/02)  133.60   (m)                       GP(       ) 4 2
 DE8964
 DE8964.Superseded values are not recommended for survey control.
 DE8964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8964.See file dsdata.txt to determine how the superseded data were derived.
 DE8964
 DE8964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5286072140(NAD 83)
 DE8964_MARKER: I = METAL ROD
 DE8964_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8964_STAMPING: EDG-05A
 DE8964_MARK LOGO: ILDT  
 DE8964_PROJECTION: FLUSH
 DE8964_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8964+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8964_ROD/PIPE-DEPTH:  4.9 meters
 DE8964_SLEEVE-DEPTH  :  1.1 meters
 DE8964
 DE8964  HISTORY     - Date     Condition        Report By
 DE8964  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8964
 DE8964                          STATION DESCRIPTION
 DE8964
 DE8964'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8964'THE STATION IS LOCATED ABOUT 6.0 MI  (9.84 KM) SOUTH  OF  VERMILION,
 DE8964'ABOUT 10.7 MI ( 17.5 KM ) SOUTHEAST OF PARIS . TO REACH  FROM  THE
 DE8964'JUNCTION  AT TERRE HAUTE RD. AND 550 E COUNTY  ROAD AT ELBRIDGE,
 DE8964'GO EAST ON TERRE HAUTE RD.  ABOUT 2.5 MI (4.1 KM) TO THE TEE ROAD
 DE8964'LEFT 750  E COUNTY ROAD TO THE STATION ON THE RIGHT.   IT IS  36.0  FT
 DE8964'SOUTHWEST  OF THE CENTER OF THE TERRE HAUTE RD.,  15.7  FT
 DE8964'SOUTHEAST OF THE  FIELD ENTRANCE, 43.4  FT NORTHWEST OF THE UTILITY
 DE8964'POLE, 2.0 FT NORTHEAST OF THE FIBERGLASS WITNESS  POST. NOTE--
 DE8964'ACCESS TO THE  STATION  POINT IS THROUGH  A  6 -
 DE8964'INCH  ACCESS  COVER.
 DE8964' 
 DE8964' 
 DE8964' 
 DE8964' 
 DE8964' 
 DE8964'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8963 ***********************************************************************
 DE8963  DESIGNATION -  EDG 05B
 DE8963  PID         -  DE8963
 DE8963  STATE/COUNTY-  IL/EDGAR
 DE8963  USGS QUAD   -  DENNISON (1972)
 DE8963
 DE8963                         *CURRENT SURVEY CONTROL
 DE8963  ___________________________________________________________________
 DE8963* NAD 83(1997)-  39 29 38.04846(N)    087 32 41.52590(W)     ADJUSTED  
 DE8963* NAVD 88     -       160.6    (meters)     527.     (feet)  GPS OBS   
 DE8963  ___________________________________________________________________
 DE8963  X           -     211,132.334 (meters)                     COMP
 DE8963  Y           -  -4,924,211.145 (meters)                     COMP
 DE8963  Z           -   4,034,862.603 (meters)                     COMP
 DE8963  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 DE8963  ELLIP HEIGHT-         128.13  (meters)          (12/06/04) GPS OBS
 DE8963  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DE8963
 DE8963  HORZ ORDER  -  FIRST
 DE8963  ELLP ORDER  -  FOURTH    CLASS I
 DE8963
 DE8963.The horizontal coordinates were established by GPS observations
 DE8963.and adjusted by the National Geodetic Survey in December 2002..
 DE8963
 DE8963.The orthometric height was determined by GPS observations and a
 DE8963.high-resolution geoid model.
 DE8963
 DE8963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8963
 DE8963.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8963
 DE8963.The ellipsoidal height was determined by GPS observations
 DE8963.and is referenced to NAD 83.
 DE8963
 DE8963.The geoid height was determined by GEOID03.
 DE8963
 DE8963;                    North         East     Units Scale Factor Converg.
 DE8963;SPC IL E     -   314,106.619   367,823.217   MT  1.00003161   +0 30 05.3
 DE8963;SPC IL E     - 1,030,531.47  1,206,766.67   sFT  1.00003161   +0 30 05.3
 DE8963;UTM  16      - 4,371,729.472   453,148.531   MT  0.99962703   -0 20 47.5
 DE8963
 DE8963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8963!SPC IL E     -   0.99997990  x   1.00003161  =   1.00001151
 DE8963!UTM  16      -   0.99997990  x   0.99962703  =   0.99960694
 DE8963
 DE8963                          SUPERSEDED SURVEY CONTROL
 DE8963
 DE8963  ELLIP H (12/18/02)  128.14   (m)                       GP(       ) 4 2
 DE8963
 DE8963.Superseded values are not recommended for survey control.
 DE8963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8963.See file dsdata.txt to determine how the superseded data were derived.
 DE8963
 DE8963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5314971729(NAD 83)
 DE8963_MARKER: I = METAL ROD
 DE8963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8963_STAMPING: EDG-05B
 DE8963_MARK LOGO: ILDT  
 DE8963_PROJECTION: FLUSH
 DE8963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8963+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8963_ROD/PIPE-DEPTH:  3.7 meters
 DE8963_SLEEVE-DEPTH  :  1.1 meters
 DE8963
 DE8963  HISTORY     - Date     Condition        Report By
 DE8963  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8963
 DE8963                          STATION DESCRIPTION
 DE8963
 DE8963'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8963'THE STATION IS LOCATED ABOUT 6.3 MI  (10.3 KM) SOUTH  OF  VERMILION,
 DE8963'ABOUT 11.0 MI (18.0 KM) SOUTHEAST OF PARIS. TO REACH FROM THE
 DE8963'JUNCTION  AT TERRE HAUTE RD. AND 550 E COUNTY  ROAD AT ELBRIDGE,
 DE8963'GO EAST ON  TERRE HAUTE RD.  ABOUT 2.5 MI (4.1 KM) TO THE TEE  ROAD
 DE8963'LEFT 750  E COUNTY ROAD, CONTINUE SOUTHEAST ON TERRE HAUTE RD.
 DE8963'ABOUT 0.3 MI ( 0.5 KM ) TO THE STATION ON THE RIGHT.   IT IS  36.0  FT
 DE8963'SOUTHWEST  OF THE CENTER OF THE TERRE HAUTE RD.,  3.0  FT
 DE8963'NORTHEAST  OF THE EDGE OF FIELD, 2.0 FT NORTHEAST OF THE FIBERGLASS
 DE8963'WITNESS POST  .  NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6
 DE8963'- INCH ACCESS  COVER.
 DE8963' 
 DE8963' 
 DE8963' 
 DE8963' 
 DE8963' 
 DE8963'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8940 ***********************************************************************
 DE8940  DESIGNATION -  EDG 06A
 DE8940  PID         -  DE8940
 DE8940  STATE/COUNTY-  IL/EDGAR
 DE8940  USGS QUAD   -  GRANDVIEW (1982)
 DE8940
 DE8940                         *CURRENT SURVEY CONTROL
 DE8940  ___________________________________________________________________
 DE8940* NAD 83(1997)-  39 33 26.82009(N)    087 49 23.75362(W)     ADJUSTED  
 DE8940* NAVD 88     -       228.8    (meters)     751.     (feet)  GPS OBS   
 DE8940  ___________________________________________________________________
 DE8940  X           -     187,034.963 (meters)                     COMP
 DE8940  Y           -  -4,920,744.728 (meters)                     COMP
 DE8940  Z           -   4,040,348.578 (meters)                     COMP
 DE8940  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DE8940  ELLIP HEIGHT-         196.82  (meters)          (12/06/04) GPS OBS
 DE8940  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE8940
 DE8940  HORZ ORDER  -  FIRST
 DE8940  ELLP ORDER  -  FOURTH    CLASS I
 DE8940
 DE8940.The horizontal coordinates were established by GPS observations
 DE8940.and adjusted by the National Geodetic Survey in December 2002..
 DE8940
 DE8940.The orthometric height was determined by GPS observations and a
 DE8940.high-resolution geoid model.
 DE8940
 DE8940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8940
 DE8940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8940
 DE8940.The ellipsoidal height was determined by GPS observations
 DE8940.and is referenced to NAD 83.
 DE8940
 DE8940.The geoid height was determined by GEOID03.
 DE8940
 DE8940;                    North         East     Units Scale Factor Converg.
 DE8940;SPC IL E     -   320,989.312   343,835.605   MT  0.99999865   +0 19 29.4
 DE8940;SPC IL E     - 1,053,112.43  1,128,067.31   sFT  0.99999865   +0 19 29.4
 DE8940;UTM  16      - 4,378,963.987   429,274.339   MT  0.99966158   -0 31 27.5
 DE8940
 DE8940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8940!SPC IL E     -   0.99996912  x   0.99999865  =   0.99996777
 DE8940!UTM  16      -   0.99996912  x   0.99966158  =   0.99963071
 DE8940
 DE8940                          SUPERSEDED SURVEY CONTROL
 DE8940
 DE8940  ELLIP H (12/18/02)  196.82   (m)                       GP(       ) 4 2
 DE8940
 DE8940.Superseded values are not recommended for survey control.
 DE8940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8940.See file dsdata.txt to determine how the superseded data were derived.
 DE8940
 DE8940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2927478964(NAD 83)
 DE8940_MARKER: I = METAL ROD
 DE8940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8940_STAMPING: EDG-06A
 DE8940_MARK LOGO: ILDT  
 DE8940_PROJECTION: FLUSH
 DE8940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8940+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8940_ROD/PIPE-DEPTH:  3.7 meters
 DE8940_SLEEVE-DEPTH  :  1.1 meters
 DE8940
 DE8940  HISTORY     - Date     Condition        Report By
 DE8940  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8940
 DE8940                          STATION DESCRIPTION
 DE8940
 DE8940'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8940'THE STATION IS LOCATED ABOUT 7.6 MI  ( 12.4 KM ) SOUTHWEST  OF
 DE8940'PARIS ,   ABOUT 5.9 MI ( 9.6 KM ) EAST OF KANSAS  . TO REACH  FROM
 DE8940'THE
 DE8940'JUNCTION  AT STATE ROUTE 49    AND  STATE ROUTE 16  OF  KANSAS ,  GO
 DE8940'EAST ON  STATE ROUTE 16 ( 600 N COUNTY ROAD )  ABOUT 5.9 MI ( 9.6 KM )
 DE8940'TO
 DE8940' THE GRAVEL Y  ROAD ON THE RIGHT (750 E COUNTY ROAD)., AND THE
 DE8940'STATION ON THE LEFT.   IT IS  42.4  FT NORTH  OF THE CENTER OF THE
 DE8940'STATE ROUTE 16 ( 600 N COUNTY ROAD ) ,  8.3  FT SOUTHEAST  OF THE
 DE8940'SIGN
 DE8940'POLE (6OO N , 750 E ), 2.0 FT SOUTH OF THE FIBERGLASS WITNESS  POST .
 DE8940'NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS
 DE8940'COVER.
 DE8940' 
 DE8940' 
 DE8940' 
 DE8940' 
 DE8940'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8933 ***********************************************************************
 DE8933  DESIGNATION -  EDG 06B
 DE8933  PID         -  DE8933
 DE8933  STATE/COUNTY-  IL/EDGAR
 DE8933  USGS QUAD   -  GRANDVIEW (1982)
 DE8933
 DE8933                         *CURRENT SURVEY CONTROL
 DE8933  ___________________________________________________________________
 DE8933* NAD 83(1997)-  39 33 25.17175(N)    087 49 44.50638(W)     ADJUSTED  
 DE8933* NAVD 88     -       224.3    (meters)     736.     (feet)  GPS OBS   
 DE8933  ___________________________________________________________________
 DE8933  X           -     186,540.970 (meters)                     COMP
 DE8933  Y           -  -4,920,792.391 (meters)                     COMP
 DE8933  Z           -   4,040,306.504 (meters)                     COMP
 DE8933  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DE8933  ELLIP HEIGHT-         192.30  (meters)          (12/06/04) GPS OBS
 DE8933  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE8933
 DE8933  HORZ ORDER  -  FIRST
 DE8933  ELLP ORDER  -  FOURTH    CLASS I
 DE8933
 DE8933.The horizontal coordinates were established by GPS observations
 DE8933.and adjusted by the National Geodetic Survey in December 2002..
 DE8933
 DE8933.The orthometric height was determined by GPS observations and a
 DE8933.high-resolution geoid model.
 DE8933
 DE8933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8933
 DE8933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8933
 DE8933.The ellipsoidal height was determined by GPS observations
 DE8933.and is referenced to NAD 83.
 DE8933
 DE8933.The geoid height was determined by GEOID03.
 DE8933
 DE8933;                    North         East     Units Scale Factor Converg.
 DE8933;SPC IL E     -   320,935.684   343,340.469   MT  0.99999812   +0 19 16.2
 DE8933;SPC IL E     - 1,052,936.49  1,126,442.86   sFT  0.99999812   +0 19 16.2
 DE8933;UTM  16      - 4,378,917.719   428,778.630   MT  0.99966245   -0 31 40.7
 DE8933
 DE8933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8933!SPC IL E     -   0.99996983  x   0.99999812  =   0.99996795
 DE8933!UTM  16      -   0.99996983  x   0.99966245  =   0.99963229
 DE8933
 DE8933                          SUPERSEDED SURVEY CONTROL
 DE8933
 DE8933  ELLIP H (12/18/02)  192.30   (m)                       GP(       ) 4 2
 DE8933
 DE8933.Superseded values are not recommended for survey control.
 DE8933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8933.See file dsdata.txt to determine how the superseded data were derived.
 DE8933
 DE8933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2877978918(NAD 83)
 DE8933_MARKER: I = METAL ROD
 DE8933_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8933_STAMPING: EDG-06B
 DE8933_MARK LOGO: ILDT  
 DE8933_PROJECTION: FLUSH
 DE8933_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8933+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8933_ROD/PIPE-DEPTH:  3.7 meters
 DE8933_SLEEVE-DEPTH  :  1.1 meters
 DE8933
 DE8933  HISTORY     - Date     Condition        Report By
 DE8933  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8933
 DE8933                          STATION DESCRIPTION
 DE8933
 DE8933'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8933'THE STATION IS LOCATED ABOUT 7.9 MI  ( 12.9 KM ) SOUTHWEST  OF  PARIS
 DE8933',
 DE8933' ABOUT 5.6 MI ( 9.1 KM ) EAST OF KANSAS . TO REACH  FROM  THE JUNCTION
 DE8933'AT STATE ROUTE 49    AND  STATE ROUTE 16  OF  KANSAS ,  GO EAST ON
 DE8933'STATE ROUTE 16 ( 600 N COUNTY ROAD )  ABOUT 5.6 MI ( 9.1 KM ) , THE
 DE8933'STATION IS ON THE RIGHT, ABOUT 0.5 MI ( 0.1 KM ) WEST OF THE
 DE8933'CROSSROAD 725 W COUNTY ROAD  .   IT IS  51.8  FT SOUTH  OF THE  CENTER
 DE8933'OF THE STATE ROUTE 16 ( 600 N COUNTY ROAD ) ,  8.0  FT NORTH    OF THE
 DE8933'EDGE OF FIELD, 2.0 FT NORTH OF THE FIBERGLASS WITNESS  POST. NOTE--
 DE8933'ACCESS TO THE  STATION  POINT IS  THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8933'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8967 ***********************************************************************
 DE8967  DESIGNATION -  EDG 07A
 DE8967  PID         -  DE8967
 DE8967  STATE/COUNTY-  IL/EDGAR
 DE8967  USGS QUAD   -  PARIS SOUTH (1977)
 DE8967
 DE8967                         *CURRENT SURVEY CONTROL
 DE8967  ___________________________________________________________________
 DE8967* NAD 83(1997)-  39 30 07.24815(N)    087 40 49.31182(W)     ADJUSTED  
 DE8967* NAVD 88     -       193.5    (meters)     635.     (feet)  GPS OBS   
 DE8967  ___________________________________________________________________
 DE8967  X           -     199,464.573 (meters)                     COMP
 DE8967  Y           -  -4,924,149.954 (meters)                     COMP
 DE8967  Z           -   4,035,578.631 (meters)                     COMP
 DE8967  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 DE8967  ELLIP HEIGHT-         161.34  (meters)          (12/06/04) GPS OBS
 DE8967  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE8967
 DE8967  HORZ ORDER  -  FIRST
 DE8967  ELLP ORDER  -  FOURTH    CLASS I
 DE8967
 DE8967.The horizontal coordinates were established by GPS observations
 DE8967.and adjusted by the National Geodetic Survey in December 2002..
 DE8967
 DE8967.The orthometric height was determined by GPS observations and a
 DE8967.high-resolution geoid model.
 DE8967
 DE8967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8967
 DE8967.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8967
 DE8967.The ellipsoidal height was determined by GPS observations
 DE8967.and is referenced to NAD 83.
 DE8967
 DE8967.The geoid height was determined by GEOID03.
 DE8967
 DE8967;                    North         East     Units Scale Factor Converg.
 DE8967;SPC IL E     -   314,913.885   356,161.301   MT  1.00001382   +0 24 55.3
 DE8967;SPC IL E     - 1,033,179.97  1,168,505.87   sFT  1.00001382   +0 24 55.3
 DE8967;UTM  16      - 4,372,708.883   441,504.363   MT  0.99964213   -0 25 58.1
 DE8967
 DE8967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8967!SPC IL E     -   0.99997469  x   1.00001382  =   0.99998851
 DE8967!UTM  16      -   0.99997469  x   0.99964213  =   0.99961683
 DE8967
 DE8967                          SUPERSEDED SURVEY CONTROL
 DE8967
 DE8967  ELLIP H (12/18/02)  161.35   (m)                       GP(       ) 4 2
 DE8967
 DE8967.Superseded values are not recommended for survey control.
 DE8967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8967.See file dsdata.txt to determine how the superseded data were derived.
 DE8967
 DE8967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4150472709(NAD 83)
 DE8967_MARKER: I = METAL ROD
 DE8967_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8967_STAMPING: EDG-07A
 DE8967_MARK LOGO: ILDT  
 DE8967_PROJECTION: FLUSH
 DE8967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8967+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8967_ROD/PIPE-DEPTH:  3.7 meters
 DE8967_SLEEVE-DEPTH  :  1.1 meters
 DE8967
 DE8967  HISTORY     - Date     Condition        Report By
 DE8967  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8967
 DE8967                          STATION DESCRIPTION
 DE8967
 DE8967'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8967'THE STATION IS LOCATED ABOUT 7.1 MI  (11.6 KM) SOUTH  OF  PARIS ,
 DE8967'ABOUT 6.4 MI ( 11.5 KM ) NORTH OF MARSHALL  . TO REACH  FROM  THE
 DE8967'JUNCTION  AT U.S  ROUTE 150    AND  STATE ROUTE 1  OF  PARIS  ,  GO
 DE8967'SOUTH  ON  STATE ROUTE 1 (1525 E COUNTY ROAD)  ABOUT 7.1 MI (11.6 KM)
 DE8967'TO  THE  CROSSROAD 200 N  COUNTY ROAD,  THE STATION IS ON THE
 DE8967'RIGHT, ON THE SOUTHWEST CORNER AT THE CROSSROAD.   IT IS  40.3  FT
 DE8967'WEST  OF THE CENTER OF THE STATE ROUTE 1 (1525 E  COUNTY ROAD) ,
 DE8967'40.7  FT SOUTH OF THE  CENTER OF THE 200 N COUNTY ROAD , 9.0 FT
 DE8967'SOUTHWEST OF THE SIGN  POLE (200 N , 1525 E IL  1), 2.0 FT EAST OF THE
 DE8967'FIBERGLASS WITNESS  POST.  NOTE-- ACCESS TO THE  STATION  POINT IS
 DE8967'THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8967' 
 DE8967' 
 DE8967' 
 DE8967' 
 DE8967'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8965 ***********************************************************************
 DE8965  DESIGNATION -  EDG 07B
 DE8965  PID         -  DE8965
 DE8965  STATE/COUNTY-  IL/EDGAR
 DE8965  USGS QUAD   -  PARIS SOUTH (1977)
 DE8965
 DE8965                         *CURRENT SURVEY CONTROL
 DE8965  ___________________________________________________________________
 DE8965* NAD 83(1997)-  39 30 24.50641(N)    087 40 45.80893(W)     ADJUSTED  
 DE8965* NAVD 88     -       193.0    (meters)     633.     (feet)  GPS OBS   
 DE8965  ___________________________________________________________________
 DE8965  X           -     199,534.472 (meters)                     COMP
 DE8965  Y           -  -4,923,807.865 (meters)                     COMP
 DE8965  Z           -   4,035,988.995 (meters)                     COMP
 DE8965  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DE8965  ELLIP HEIGHT-         160.84  (meters)          (12/06/04) GPS OBS
 DE8965  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE8965
 DE8965  HORZ ORDER  -  FIRST
 DE8965  ELLP ORDER  -  FOURTH    CLASS I
 DE8965
 DE8965.The horizontal coordinates were established by GPS observations
 DE8965.and adjusted by the National Geodetic Survey in December 2002..
 DE8965
 DE8965.The orthometric height was determined by GPS observations and a
 DE8965.high-resolution geoid model.
 DE8965
 DE8965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8965
 DE8965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8965
 DE8965.The ellipsoidal height was determined by GPS observations
 DE8965.and is referenced to NAD 83.
 DE8965
 DE8965.The geoid height was determined by GEOID03.
 DE8965
 DE8965;                    North         East     Units Scale Factor Converg.
 DE8965;SPC IL E     -   315,446.735   356,241.126   MT  1.00001393   +0 24 57.7
 DE8965;SPC IL E     - 1,034,928.16  1,168,767.76   sFT  1.00001393   +0 24 57.7
 DE8965;UTM  16      - 4,373,240.295   441,592.035   MT  0.99964200   -0 25 56.0
 DE8965
 DE8965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8965!SPC IL E     -   0.99997477  x   1.00001393  =   0.99998870
 DE8965!UTM  16      -   0.99997477  x   0.99964200  =   0.99961678
 DE8965
 DE8965                          SUPERSEDED SURVEY CONTROL
 DE8965
 DE8965  ELLIP H (12/18/02)  160.85   (m)                       GP(       ) 4 2
 DE8965
 DE8965.Superseded values are not recommended for survey control.
 DE8965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8965.See file dsdata.txt to determine how the superseded data were derived.
 DE8965
 DE8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4159273240(NAD 83)
 DE8965_MARKER: I = METAL ROD
 DE8965_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8965_STAMPING: EDG-07B
 DE8965_MARK LOGO: ILDT  
 DE8965_PROJECTION: FLUSH
 DE8965_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8965+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8965_ROD/PIPE-DEPTH:  3.7 meters
 DE8965_SLEEVE-DEPTH  :  1.1 meters
 DE8965
 DE8965  HISTORY     - Date     Condition        Report By
 DE8965  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8965
 DE8965                          STATION DESCRIPTION
 DE8965
 DE8965'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8965'THE STATION IS LOCATED ABOUT 6.7  MI  ( 11.0 KM ) SOUTH  OF  PARIS ,
 DE8965'ABOUT 6.7 MI ( 11.0 KM ) NORTH OF MARSHALL  . TO REACH  FROM  THE
 DE8965'JUNCTION  AT THE U.S  ROUTE 150    AND  STATE ROUTE 1  OF  PARIS  ,
 DE8965'GO
 DE8965'SOUTH  ON  STATE ROUTE 1 ( 1525 E COUNTY ROAD )  ABOUT 6.8 MI ( 11.1
 DE8965'KM )
 DE8965', THE STATION IS ON THE LEFT , ABOUT 0.3 MI ( 0.5 KM ) NORTH OF  THE
 DE8965'CROSSROAD 200 N  COUNTY ROAD.    IT IS  38.7  FT EAST  OF THE CENTER
 DE8965'OF THE STATE ROUTE 1 ( 1525 E  COUNTY ROAD ) , 9.0  FT SOUTH OF THE
 DE8965'UTILITY POLE  (NO. 640 ), 2.0 FT WEST OF THE FIBERGLASS WITNESS  POST
 DE8965'.
 DE8965'NOTE-- ACCESS TO  THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS
 DE8965'COVER.
 DE8965' 
 DE8965' 
 DE8965' 
 DE8965'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8969 ***********************************************************************
 DE8969  DESIGNATION -  EDG 08C
 DE8969  PID         -  DE8969
 DE8969  STATE/COUNTY-  IL/EDGAR
 DE8969  USGS QUAD   -  PARIS SOUTH (1977)
 DE8969
 DE8969                         *CURRENT SURVEY CONTROL
 DE8969  ___________________________________________________________________
 DE8969* NAD 83(1997)-  39 33 49.21166(N)    087 39 46.74945(W)     ADJUSTED  
 DE8969* NAVD 88     -       217.8    (meters)     715.     (feet)  GPS OBS   
 DE8969  ___________________________________________________________________
 DE8969  X           -     200,781.194 (meters)                     COMP
 DE8969  Y           -  -4,919,754.178 (meters)                     COMP
 DE8969  Z           -   4,040,873.863 (meters)                     COMP
 DE8969  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 DE8969  ELLIP HEIGHT-         185.63  (meters)          (12/06/04) GPS OBS
 DE8969  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DE8969
 DE8969  HORZ ORDER  -  FIRST
 DE8969  ELLP ORDER  -  FOURTH    CLASS I
 DE8969
 DE8969.The horizontal coordinates were established by GPS observations
 DE8969.and adjusted by the National Geodetic Survey in December 2002..
 DE8969
 DE8969.The orthometric height was determined by GPS observations and a
 DE8969.high-resolution geoid model.
 DE8969
 DE8969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8969
 DE8969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8969
 DE8969.The ellipsoidal height was determined by GPS observations
 DE8969.and is referenced to NAD 83.
 DE8969
 DE8969.The geoid height was determined by GEOID03.
 DE8969
 DE8969;                    North         East     Units Scale Factor Converg.
 DE8969;SPC IL E     -   321,770.241   357,605.038   MT  1.00001584   +0 25 37.1
 DE8969;SPC IL E     - 1,055,674.53  1,173,242.53   sFT  1.00001584   +0 25 37.1
 DE8969;UTM  16      - 4,379,540.547   443,048.922   MT  0.99963993   -0 25 20.2
 DE8969
 DE8969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8969!SPC IL E     -   0.99997088  x   1.00001584  =   0.99998672
 DE8969!UTM  16      -   0.99997088  x   0.99963993  =   0.99961082
 DE8969
 DE8969                          SUPERSEDED SURVEY CONTROL
 DE8969
 DE8969  ELLIP H (12/18/02)  185.64   (m)                       GP(       ) 4 2
 DE8969
 DE8969.Superseded values are not recommended for survey control.
 DE8969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8969.See file dsdata.txt to determine how the superseded data were derived.
 DE8969
 DE8969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4304979541(NAD 83)
 DE8969_MARKER: I = METAL ROD
 DE8969_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8969_STAMPING: EDG-08C
 DE8969_MARK LOGO: ILDT  
 DE8969_PROJECTION: FLUSH
 DE8969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8969+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8969_ROD/PIPE-DEPTH:  3.7 meters
 DE8969_SLEEVE-DEPTH  :  1.1 meters
 DE8969
 DE8969  HISTORY     - Date     Condition        Report By
 DE8969  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8969
 DE8969                          STATION DESCRIPTION
 DE8969
 DE8969'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8969'THE STATION IS LOCATED ABOUT 3.2 MI  ( 5.2  KM ) SOUTHEAST  OF  PARIS
 DE8969',
 DE8969'ABOUT 4.1 MI ( 6.7 KM ) WEST OF VERMILION  . TO REACH  FROM  THE
 DE8969'JUNCTION  AT U.S  ROUTE 150    AND  TERRE HAUTE RD. 1  OF  PARIS  ,
 DE8969'GO
 DE8969'SOUTH  ON  TERRE HAUTE RD. ( 1650 E COUNTY ROAD)  ABOUT  4.0 MI ( 6.5
 DE8969'KM )   TO  THE  CROSSROAD 620 N  COUNTY ROAD, TURN RIGHT GO WEST
 DE8969'ON 620 N COUNTY ROAD ABOUT 0.2 MI ( 0.3 KM )  THE STATION IS ON THE
 DE8969'LEFT ON  THE SOUTHWEST CORNER AT THE DRIVEWAY ( ENTRANCE ) .  IT IS
 DE8969'20.0   FT SOUTH  OF THE CENTER OF THE 620 N COUNTY ROAD ,  13 FT WEST
 DE8969'OF THE CENTER OF THE DRIVEWAY ( ENTRANCE ) ,  4.0  FT  EAST OF THE
 DE8969'UTILITY POLE, 2.0 FT  NORTH OF THE FIBERGLASS WITNESS  POST .  NOTE--
 DE8969'ACCESS TO THE  STATION  POINT IS THROUGH  A  6 -  INCH  ACCESS  COVER.
 DE8969'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8931 ***********************************************************************
 DE8931  DESIGNATION -  EDG 09C
 DE8931  PID         -  DE8931
 DE8931  STATE/COUNTY-  IL/EDGAR
 DE8931  USGS QUAD   -  BROCTON (1982)
 DE8931
 DE8931                         *CURRENT SURVEY CONTROL
 DE8931  ___________________________________________________________________
 DE8931* NAD 83(1997)-  39 41 35.90705(N)    087 57 27.89129(W)     ADJUSTED  
 DE8931* NAVD 88     -       201.2    (meters)     660.     (feet)  GPS OBS   
 DE8931  ___________________________________________________________________
 DE8931  X           -     175,141.063 (meters)                     COMP
 DE8931  Y           -  -4,911,534.696 (meters)                     COMP
 DE8931  Z           -   4,051,949.335 (meters)                     COMP
 DE8931  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DE8931  ELLIP HEIGHT-         169.12  (meters)          (12/06/04) GPS OBS
 DE8931  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DE8931
 DE8931  HORZ ORDER  -  FIRST
 DE8931  ELLP ORDER  -  FOURTH    CLASS I
 DE8931
 DE8931.The horizontal coordinates were established by GPS observations
 DE8931.and adjusted by the National Geodetic Survey in December 2002..
 DE8931
 DE8931.The orthometric height was determined by GPS observations and a
 DE8931.high-resolution geoid model.
 DE8931
 DE8931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8931
 DE8931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8931
 DE8931.The ellipsoidal height was determined by GPS observations
 DE8931.and is referenced to NAD 83.
 DE8931
 DE8931.The geoid height was determined by GEOID03.
 DE8931
 DE8931;                    North         East     Units Scale Factor Converg.
 DE8931;SPC IL E     -   336,016.017   332,214.980   MT  0.99998777   +0 14 23.6
 DE8931;SPC IL E     - 1,102,412.55  1,089,941.98   sFT  0.99998777   +0 14 23.6
 DE8931;UTM  16      - 4,394,156.627   417,881.670   MT  0.99968302   -0 36 42.2
 DE8931
 DE8931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8931!SPC IL E     -   0.99997347  x   0.99998777  =   0.99996124
 DE8931!UTM  16      -   0.99997347  x   0.99968302  =   0.99965650
 DE8931
 DE8931                          SUPERSEDED SURVEY CONTROL
 DE8931
 DE8931  ELLIP H (12/18/02)  169.11   (m)                       GP(       ) 4 2
 DE8931
 DE8931.Superseded values are not recommended for survey control.
 DE8931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8931.See file dsdata.txt to determine how the superseded data were derived.
 DE8931
 DE8931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1788294157(NAD 83)
 DE8931_MARKER: I = METAL ROD
 DE8931_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8931_STAMPING: EDG-09C
 DE8931_MARK LOGO: ILDT  
 DE8931_PROJECTION: FLUSH
 DE8931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8931+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8931_ROD/PIPE-DEPTH:  4.9 meters
 DE8931_SLEEVE-DEPTH  :  1.1 meters
 DE8931
 DE8931  HISTORY     - Date     Condition        Report By
 DE8931  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8931
 DE8931                          STATION DESCRIPTION
 DE8931
 DE8931'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8931'THE STATION IS LOCATED ABOUT 1.9 MI  ( 3.1 KM ) SOUTHWEST   OF
 DE8931'BROCTON, ABOUT 4.5 MI ( 7.3 KM ) NORTHEAST  OF OAKLAND , ABOUT 6.2 MI
 DE8931'(
 DE8931'10.1 KM ) NORTHWEST OF REDMON.  TO REACH  FROM  THE JUNCTION  AT
 DE8931'STATE  ROUTE 49    AND  STATE ROUTE 133 ,  GO NORTH  ON  STATE ROUTE
 DE8931'49   ABOUT 3.0 MI ( 4.9 KM )  TO  THE  CROSSROAD 1525 N COUNTY ROAD,
 DE8931'TURN LEFT GO WEST ON 1525 N COUNTY ROAD ABOUT 0.5 MI ( 0.8 KM ) TO
 DE8931'THE CROSSROAD 75  E COUNTY ROAD  , TURN RIGHT GO NORTH ON 75  E
 DE8931'COUNTY ROAD ABOUT 0.2 MI ( 0.3 KM )  TO THE CROSSROAD 1550 N COUNTY
 DE8931'ROAD, TURN LEFT GO WEST ON 1550 N COUNTY ROAD ABOUT 0.3 MI ( 0.5 KM )
 DE8931',THE STATION IS ON THE  LEFT .  IT IS  23.4  FT SOUTH OF THE CENTER OF
 DE8931'THE 1550 N COUNTY ROAD ,  2.0 FT NORTH OF THE EDGE OF FIELD, 1.0 FT
 DE8931'NORTH OF THE FIBERGLASS WITNESS  POST. NOTE-- ACCESS TO  THE
 DE8931'STATION  POINT IS THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8931' 
 DE8931' 
 DE8931' 
 DE8931'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0889 ***********************************************************************
 NH0889  DESIGNATION -  EDGAR
 NH0889  PID         -  NH0889
 NH0889  STATE/COUNTY-  IL/WINNEBAGO
 NH0889  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0889
 NH0889                         *CURRENT SURVEY CONTROL
 NH0889  ___________________________________________________________________
 NH0889* NAD 83(1997)-  42 12 46.71082(N)    089 04 55.21934(W)     ADJUSTED  
 NH0889* NAVD 88     -       224.988  (meters)     738.15   (feet)  POSTED    
 NH0889  ___________________________________________________________________
 NH0889  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 NH0889  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NH0889  DYNAMIC HT  -         224.920 (meters)     737.92  (feet)  COMP
 NH0889  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 NH0889
 NH0889  HORZ ORDER  -  SECOND
 NH0889  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 NH0889
 NH0889.The horizontal coordinates were established by classical geodetic methods
 NH0889.and adjusted by the National Geodetic Survey in October 1999..
 NH0889
 NH0889.The orthometric height was determined by differential leveling
 NH0889.and adjusted by the National Geodetic Survey in 1992..
 NH0889.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 NH0889.rate of 2.1 thru 3.0 mm/km.
 NH0889
 NH0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0889
 NH0889.The geoid height was determined by GEOID03.
 NH0889
 NH0889.The dynamic height is computed by dividing the NAVD 88
 NH0889.geopotential number by the normal gravity value computed on the
 NH0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0889.degrees latitude (g = 980.6199 gals.).
 NH0889
 NH0889.The modeled gravity was interpolated from observed gravity values.
 NH0889
 NH0889;                    North         East     Units Scale Factor Converg.
 NH0889;SPC IL W     -   616,307.102   789,559.998   MT  1.00003983   +0 43 43.8
 NH0889;SPC IL W     - 2,022,000.88  2,590,414.76   sFT  1.00003983   +0 43 43.8
 NH0889;SPC IL E     -   616,029.694   238,180.585   MT  1.00002200   -0 30 10.9
 NH0889;SPC IL E     - 2,021,090.75    781,430.80   sFT  1.00002200   -0 30 10.9
 NH0889;UTM  16      - 4,675,521.458   328,145.677   MT  0.99996340   -1 23 57.2
 NH0889
 NH0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0889!SPC IL W     -   0.99996993  x   1.00003983  =   1.00000975
 NH0889!SPC IL E     -   0.99996993  x   1.00002200  =   0.99999193
 NH0889!UTM  16      -   0.99996993  x   0.99996340  =   0.99993333
 NH0889
 NH0889|---------------------------------------------------------------------|
 NH0889| PID    Reference Object                     Distance      Geod. Az  |
 NH0889|                                                           dddmmss.s |
 NH0889| CI8581 EDGAR RM                              8.970 METERS 24944     |
 NH0889|---------------------------------------------------------------------|
 NH0889
 NH0889                          SUPERSEDED SURVEY CONTROL
 NH0889
 NH0889  NAD 83(1997)-  42 12 46.71130(N)    089 04 55.22079(W) AD(       ) 2
 NH0889  NAD 83(1986)-  42 12 46.70987(N)    089 04 55.22330(W) AD(       ) 2
 NH0889  NAD 27      -  42 12 46.63630(N)    089 04 54.84070(W) AD(       ) 2
 NH0889
 NH0889.Superseded values are not recommended for survey control.
 NH0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0889.See file dsdata.txt to determine how the superseded data were derived.
 NH0889
 NH0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2814675521(NAD 83)
 NH0889_MARKER: DS = TRIANGULATION STATION DISK
 NH0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0889+STABILITY: SURFACE MOTION
 NH0889
 NH0889  HISTORY     - Date     Condition        Report By
 NH0889  HISTORY     - 1920     MONUMENTED       CGS
 NH0889  HISTORY     - 1941     SEE DESCRIPTION  CGS
 NH0889  HISTORY     - 19970316 MARK NOT FOUND   USPSQD
 NH0889
 NH0889                          STATION DESCRIPTION
 NH0889
 NH0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0889'STATION IS ABOUT 4 MILES S OF ROCKFORD, ON THE E SIDE OF
 NH0889'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 1/2 MILE N OF
 NH0889'CAMP GRANT PASSENGER STATION, 60 YARDS NE OF AN OPEN-AIR
 NH0889'TRANSFORMER STATION, AND 1.89 METERS (6.20 FEET) E OF THE E
 NH0889'AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND REFERENCE MARKS
 NH0889'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0889'THE REFERENCE MARK IS ON THE OPPOSITE
 NH0889'SIDE OF THE TRACK, 8.97 METERS (29.43 FEET) FROM THE STATION,
 NH0889'S 69 DEG 44 MIN W.
 NH0889
 NH0889                          STATION RECOVERY (1941)
 NH0889
 NH0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GAH)
 NH0889'THE TRIANGULATION STATION AND REFERENCE MARK AT CAMP GRANT
 NH0889'HAVE BEEN DESTROYED.  WHEN IT WAS NOTICED THE UNDERGROUND MARK
 NH0889'HAD BEEN KNOCKED OUT AND WAS LYING ON TOP OF CUT.  IT WOULD
 NH0889'APPEAR THAT IT WAS PLACED IN TRACK DITCH AND PROBABLY DRAGGED OUT
 NH0889'BY TRACK DITCHER.  THE REFERENCE MARKER ON THE WEST SIDE WAS
 NH0889'DESTROYED WHEN GRADING WAS DONE BY THE GOVERNMENT FOR LOCATION
 NH0889'OF WAREHOUSE TRACK.
 NH0889
 NH0889                          STATION RECOVERY (1997)
 NH0889
 NH0889'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2602 ***********************************************************************
 ME2602  DESIGNATION -  EDGE
 ME2602  PID         -  ME2602
 ME2602  STATE/COUNTY-  IL/KANKAKEE
 ME2602  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME2602
 ME2602                         *CURRENT SURVEY CONTROL
 ME2602  ___________________________________________________________________
 ME2602* NAD 83(1997)-  41 09 00.35660(N)    087 35 40.20518(W)     ADJUSTED  
 ME2602* NAVD 88     -       193.     (meters)     633.     (feet)  SCALED    
 ME2602  ___________________________________________________________________
 ME2602  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 ME2602  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ME2602
 ME2602  HORZ ORDER  -  SECOND
 ME2602
 ME2602.The horizontal coordinates were established by classical geodetic methods
 ME2602.and adjusted by the National Geodetic Survey in October 1999..
 ME2602
 ME2602.The orthometric height was scaled from a topographic map.
 ME2602
 ME2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2602
 ME2602.The geoid height was determined by GEOID03.
 ME2602
 ME2602;                    North         East     Units Scale Factor Converg.
 ME2602;SPC IL E     -   497,973.821   362,019.208   MT  1.00002232   +0 29 10.3
 ME2602;SPC IL E     - 1,633,769.11  1,187,724.68   sFT  1.00002232   +0 29 10.3
 ME2602;SPC IN W     -   655,352.897   857,091.843   MT  0.99998932   -0 20 10.9
 ME2602;SPC IN W     - 2,150,103.63  2,811,975.49   sFT  0.99998932   -0 20 10.9
 ME2602;UTM  16      - 4,555,590.003   450,114.995   MT  0.99963063   -0 23 28.4
 ME2602
 ME2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2602!SPC IL E     -   0.99997495  x   1.00002232  =   0.99999727
 ME2602!SPC IN W     -   0.99997495  x   0.99998932  =   0.99996427
 ME2602!UTM  16      -   0.99997495  x   0.99963063  =   0.99960559
 ME2602
 ME2602|---------------------------------------------------------------------|
 ME2602| PID    Reference Object                     Distance      Geod. Az  |
 ME2602|                                                           dddmmss.s |
 ME2602| CM3468 EDGE RM 1                             9.312 METERS 00052     |
 ME2602| CM3469 EDGE RM 2                            15.850 METERS 28512     |
 ME2602| CM3467 EDGE AZ MK                                         3241423.4 |
 ME2602|---------------------------------------------------------------------|
 ME2602
 ME2602                          SUPERSEDED SURVEY CONTROL
 ME2602
 ME2602  NAD 83(1997)-  41 09 00.35665(N)    087 35 40.20510(W) AD(       ) 2
 ME2602  NAD 83(1986)-  41 09 00.36061(N)    087 35 40.21165(W) AD(       ) 2
 ME2602  NAD 27      -  41 09 00.24510(N)    087 35 40.08750(W) AD(       ) 2
 ME2602
 ME2602.Superseded values are not recommended for survey control.
 ME2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2602.See file dsdata.txt to determine how the superseded data were derived.
 ME2602
 ME2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5011555590(NAD 83)
 ME2602_MARKER: DS = TRIANGULATION STATION DISK
 ME2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2602
 ME2602  HISTORY     - Date     Condition        Report By
 ME2602  HISTORY     - 1952     MONUMENTED       CGS
 ME2602  HISTORY     - 1967     GOOD             CGS
 ME2602  HISTORY     - 1969     GOOD             LOCSUR
 ME2602
 ME2602                          STATION DESCRIPTION
 ME2602
 ME2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2602'STATION IS LOCATED ABOUT 4 MILES EAST OF MOMENCE ON THE ROAD
 ME2602'RIGHT-OF-WAY.  IT IS 29 FEET
 ME2602'EAST OF THE CENTER OF A PAVED ROAD, 5 FEET SOUTHWEST OF A WHITE
 ME2602'WITNESS POST AND 2.5 FEET WEST OF
 ME2602'A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EDGE 1952.
 ME2602'
 ME2602'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE CENTER OF THE PAVED ROAD
 ME2602'AND 1 FOOT WEST OF A
 ME2602'FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EDGE
 ME2602'NO 1 1952.
 ME2602'
 ME2602'REFERENCE MARK NO. 2 IS 22 FEET WEST OF THE CENTER OF THE PAVED ROAD.
 ME2602'THE MARK IS FLUSH AND THE DISK
 ME2602'IS STAMPED EDGE NO 2 1952.
 ME2602'
 ME2602'AZIMUTH MARK IS 32 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 114, 2
 ME2602'FEET WEST OF A WHITE
 ME2602'WITNESS POST AND 2 FEET NORTHEAST OF A FENCE CORNER.  THE MARK
 ME2602'PROJECTS 6 INCHES AND THE DISK IS
 ME2602'STAMPED EDGE 1952.
 ME2602'
 ME2602'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NOS. 1 AND 17
 ME2602'AND STATE HIGHWAY 114 IN THE
 ME2602'SOUTH EDGE OF MOMENCE, GO EAST ON STATE HIGHWAY 114 FOR 3.15 MILES
 ME2602'TO A RAILROAD CROSSING, CONTINUE ON
 ME2602'HIGHWAY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 ME2602'RIGHT, CONTINUE ON HIGHWAY FOR 0.1 MILE TO A
 ME2602'CROSSROAD, TURN RIGHT AND GO 0.2 MILE
 ME2602'TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2602'
 ME2602'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2602
 ME2602                          STATION RECOVERY (1967)
 ME2602
 ME2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2602'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 ME2602'IN GOOD CONDITION.
 ME2602'THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW
 ME2602'CHANGES.
 ME2602'
 ME2602'THE STATION MARK IS 50 FEET NORTH OF A 24 INCH MAPLE TREE, 2 FEET
 ME2602'WEST OF A FENCE
 ME2602'CORNER AND A METAL WITNESS POST.
 ME2602'
 ME2602'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTERLINE OF A GRAVEL
 ME2602'DRIVEWAY, 2 FEET
 ME2602'EAST OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS
 ME2602'POST.
 ME2602
 ME2602                          STATION RECOVERY (1969)
 ME2602
 ME2602'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 ME2602'EDGE 1952 STATION, RM 1, RM 2 RECOVERED IN GOOD CONDITION.
 ME2602'
 ME2602'AZIMUTH MARK NOT SEARCHED FOR.
 ME2602'
 ME2602'RECOVERED BY A SCHMIDT AND ASSOC
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2963 ***********************************************************************
 AJ2963  DESIGNATION -  EDGEWOOD
 AJ2963  PID         -  AJ2963
 AJ2963  STATE/COUNTY-  IL/MCHENRY
 AJ2963  USGS QUAD   -  MC HENRY (1992)
 AJ2963
 AJ2963                         *CURRENT SURVEY CONTROL
 AJ2963  ___________________________________________________________________
 AJ2963* NAD 83(1997)-  42 17 04.84385(N)    088 18 35.50562(W)     ADJUSTED  
 AJ2963* NAVD 88     -       242.6    (meters)     796.     (feet)  GPS OBS   
 AJ2963  ___________________________________________________________________
 AJ2963  X           -     139,387.637 (meters)                     COMP
 AJ2963  Y           -  -4,723,880.464 (meters)                     COMP
 AJ2963  Z           -   4,269,190.555 (meters)                     COMP
 AJ2963  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AJ2963  ELLIP HEIGHT-         208.67  (meters)          (02/03/05) GPS OBS
 AJ2963  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AJ2963
 AJ2963  HORZ ORDER  -  FIRST
 AJ2963  ELLP ORDER  -  FOURTH    CLASS II
 AJ2963
 AJ2963.The horizontal coordinates were established by GPS observations
 AJ2963.and adjusted by the National Geodetic Survey in April 2001..
 AJ2963
 AJ2963.The orthometric height was determined by GPS observations and a
 AJ2963.high-resolution geoid model.
 AJ2963
 AJ2963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2963
 AJ2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2963
 AJ2963.The ellipsoidal height was determined by GPS observations
 AJ2963.and is referenced to NAD 83.
 AJ2963
 AJ2963.The geoid height was determined by GEOID03.
 AJ2963
 AJ2963;                    North         East     Units Scale Factor Converg.
 AJ2963;SPC IL E     -   623,723.087   301,935.822   MT  0.99997505   +0 00 56.8
 AJ2963;SPC IL E     - 2,046,331.49    990,601.11   sFT  0.99997505   +0 00 56.8
 AJ2963;UTM  16      - 4,682,215.222   392,004.234   MT  0.99974350   -0 52 53.0
 AJ2963
 AJ2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2963!SPC IL E     -   0.99996727  x   0.99997505  =   0.99994232
 AJ2963!UTM  16      -   0.99996727  x   0.99974350  =   0.99971078
 AJ2963
 AJ2963                          SUPERSEDED SURVEY CONTROL
 AJ2963
 AJ2963  ELLIP H (04/24/01)  208.71   (m)                       GP(       ) 4 1
 AJ2963
 AJ2963.Superseded values are not recommended for survey control.
 AJ2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2963.See file dsdata.txt to determine how the superseded data were derived.
 AJ2963
 AJ2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9200482215(NAD 83)
 AJ2963_MARKER: I = METAL ROD
 AJ2963_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2963_STAMPING: EDGEWOOD
 AJ2963_MARK LOGO: NTRD  
 AJ2963_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2963_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2963+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 AJ2963_ROD/PIPE-DEPTH:  6.1 meters
 AJ2963_SLEEVE-DEPTH  :  0.9 meters
 AJ2963
 AJ2963  HISTORY     - Date     Condition        Report By
 AJ2963  HISTORY     - 20000718 MONUMENTED       SECI
 AJ2963
 AJ2963                          STATION DESCRIPTION
 AJ2963
 AJ2963'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2963'STATION IS LOCATED APPROXIMATELY 3.0 MI WEST OF PRAIRIE GROVE, 2.8
 AJ2963'MI SOUTHEAST OF BULL VALLEY IN SECTION 16, T44N, R8E.  TO REACH FROM
 AJ2963'THE JUNCTION OF IL RT 31 AND IL RT 176 PROCEED NORTH ON RT 176 2.4 MI,
 AJ2963'THEN PROCEED WEST ON EDGEWOOD RD 1.25 MI TO THE STATION LOCATED
 AJ2963'21.5 FT NORTH OF EDGEWOOD RD, 0.5 MI EAST OF WALKUP RD.  STATION IS
 AJ2963'155 FT WEST OF CENTERLINE OF SHADOWOOD DR, 138 FT EAST OF
 AJ2963'CENTERLINE AGGREGATE DRIVE TO SOD FARM, 213 FT EAST OF CENTERLINE
 AJ2963'OF ENTRANCE TO ADDRESS 5800, 113 FT NORTHWEST OF PK NAIL IN 24 INCH
 AJ2963'BOX ELDER MAPLE TREE, 86 FT EAST OF PK NAIL IN EDGEWOOD RD
 AJ2963'PAVEMENT, AND 5.0 FT SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AJ2963'STATION IS ACROSS EDGEWOOD ROAD FROM THE SPRINGS SUBDIVISION.
 AJ2963'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2963'POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2963'(WB)
 AJ2963' 
 AJ2963'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1393 ***********************************************************************
 KB1393  DESIGNATION -  EDINBURG MUN TANK
 KB1393  PID         -  KB1393
 KB1393  STATE/COUNTY-  IL/CHRISTIAN
 KB1393  USGS QUAD   -  EDINBURG (1982)
 KB1393
 KB1393                         *CURRENT SURVEY CONTROL
 KB1393  ___________________________________________________________________
 KB1393* NAD 83(1997)-  39 39 22.85010(N)    089 23 46.07206(W)     ADJUSTED  
 KB1393* NAVD 88     -                                                        
 KB1393  ___________________________________________________________________
 KB1393  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KB1393  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB1393
 KB1393  HORZ ORDER  -  THIRD
 KB1393
 KB1393.The horizontal coordinates were established by classical geodetic methods
 KB1393.and adjusted by the National Geodetic Survey in October 1999..
 KB1393
 KB1393
 KB1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1393
 KB1393.The geoid height was determined by GEOID03.
 KB1393
 KB1393;                    North         East     Units Scale Factor Converg.
 KB1393;SPC IL W     -   332,117.584   766,124.145   MT  0.99999499   +0 29 30.3
 KB1393;SPC IL W     - 1,089,622.44  2,513,525.63   sFT  0.99999499   +0 29 30.3
 KB1393;UTM  16      - 4,392,360.312   294,434.106   MT  1.00012028   -1 31 46.9
 KB1393
 KB1393                          SUPERSEDED SURVEY CONTROL
 KB1393
 KB1393  NAD 83(1986)-  39 39 22.85875(N)    089 23 46.05483(W) AD(       ) 4
 KB1393  NAD 27      -  39 39 22.68923(N)    089 23 45.73757(W) AD(       ) 3
 KB1393
 KB1393.Superseded values are not recommended for survey control.
 KB1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1393.See file dsdata.txt to determine how the superseded data were derived.
 KB1393
 KB1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9443492360(NAD 83)
 KB1393_MARKER: 53 = ELEVATED TANK
 KB1393
 KB1393  HISTORY     - Date     Condition        Report By
 KB1393  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1393
 KB1393                          STATION DESCRIPTION
 KB1393
 KB1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1393'THE EDINBURG MUNICIPAL WATER TANK IS LOCATED AT THE WEST END
 KB1393'OF WEST LINCOLN AVENUE IN EDINBURG.  IT IS 110 FEET HIGH, SILVER
 KB1393'IN COLOR, WITH EDINBURG IN BLACK LETTERS ON THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0182 ***********************************************************************
 MG0182  DESIGNATION -  EDWARDS
 MG0182  PID         -  MG0182
 MG0182  STATE/COUNTY-  IL/HENRY
 MG0182  USGS QUAD   -  ANDOVER (1991)
 MG0182
 MG0182                         *CURRENT SURVEY CONTROL
 MG0182  ___________________________________________________________________
 MG0182* NAD 83(1997)-  41 16 50.62322(N)    090 20 07.57995(W)     ADJUSTED  
 MG0182* NAVD 88     -       236.482  (meters)     775.86   (feet)  ADJUSTED  
 MG0182  ___________________________________________________________________
 MG0182  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MG0182  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0182  DYNAMIC HT  -         236.386 (meters)     775.54  (feet)  COMP
 MG0182  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MG0182
 MG0182  HORZ ORDER  -  SECOND
 MG0182  VERT ORDER  -  SECOND    CLASS 0
 MG0182
 MG0182.The horizontal coordinates were established by classical geodetic methods
 MG0182.and adjusted by the National Geodetic Survey in October 1999..
 MG0182
 MG0182.The orthometric height was determined by differential leveling
 MG0182.and adjusted by the National Geodetic Survey in June 1991..
 MG0182
 MG0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0182
 MG0182.The geoid height was determined by GEOID03.
 MG0182
 MG0182.The dynamic height is computed by dividing the NAVD 88
 MG0182.geopotential number by the normal gravity value computed on the
 MG0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0182.degrees latitude (g = 980.6199 gals.).
 MG0182
 MG0182.The modeled gravity was interpolated from observed gravity values.
 MG0182
 MG0182;                    North         East     Units Scale Factor Converg.
 MG0182;SPC IL W     -   512,214.209   685,861.567   MT  0.99994364   -0 06 40.9
 MG0182;SPC IL W     - 1,680,489.45  2,250,197.49   sFT  0.99994364   -0 06 40.9
 MG0182;UTM  15      - 4,573,346.033   723,150.726   MT  1.00021288   +1 45 31.2
 MG0182
 MG0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0182!SPC IL W     -   0.99996805  x   0.99994364  =   0.99991169
 MG0182!UTM  15      -   0.99996805  x   1.00021288  =   1.00018092
 MG0182
 MG0182|---------------------------------------------------------------------|
 MG0182| PID    Reference Object                     Distance      Geod. Az  |
 MG0182|                                                           dddmmss.s |
 MG0182| MG0181 EDWARDS RM 1                         17.330 METERS 00226     |
 MG0182| MG0710 ANDOVER SWEDISH EVAN LUTH CH        APPROX. 3.5 KM 0683049.5 |
 MG0182| MG0183 EDWARDS RM 2                         17.213 METERS 27101     |
 MG0182| CL8442 EDWARDS AZ MK                                      2735009.4 |
 MG0182| MG0713 ORION TV STATION WHBF TOWER         APPROX. 6.4 KM 3244217.0 |
 MG0182|---------------------------------------------------------------------|
 MG0182
 MG0182                          SUPERSEDED SURVEY CONTROL
 MG0182
 MG0182  NAD 83(1997)-  41 16 50.62322(N)    090 20 07.58003(W) AD(       ) 2
 MG0182  NAD 83(1986)-  41 16 50.62864(N)    090 20 07.59027(W) AD(       ) 2
 MG0182  NAD 27      -  41 16 50.50100(N)    090 20 07.14410(W) AD(       ) 2
 MG0182  NGVD 29 (??/??/92)  236.548  (m)          776.07   (f) ADJ UNCH    2 0
 MG0182
 MG0182.Superseded values are not recommended for survey control.
 MG0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0182.See file dsdata.txt to determine how the superseded data were derived.
 MG0182
 MG0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2315173346(NAD 83)
 MG0182_MARKER: DS = TRIANGULATION STATION DISK
 MG0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0182_STAMPING: EDWARDS 1959
 MG0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0182+STABILITY: SURFACE MOTION
 MG0182
 MG0182  HISTORY     - Date     Condition        Report By
 MG0182  HISTORY     - 1959     MONUMENTED       CGS
 MG0182  HISTORY     - 1959     GOOD             CGS
 MG0182  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 MG0182  HISTORY     - 20011026 MARK NOT FOUND   USPSQD
 MG0182  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0182
 MG0182                          STATION DESCRIPTION
 MG0182
 MG0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0182'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF ANDOVER,
 MG0182'5-1/2 MILES SOUTH-SOUTHEAST OF ORION AND 6-1/2 MILES NORTH
 MG0182'OF WOODHULL.
 MG0182'
 MG0182'TO REACH FROM THE POST OFFICE IN ANDOVER, GO WEST ON STATE
 MG0182'HIGHWAY NO. 81 FOR 1.45 MILES TO CROSSROADS, TURN LEFT AND
 MG0182'GO SOUTH ON SURFACED ROAD 1.0 MILE TO CROSSROADS AT THE LUTHERAN
 MG0182'HOME FOR CHILDREN ON LEFT.  TURN RIGHT AND GO WEST ON SURFACED
 MG0182'ROAD FOR 0.85 MILE TO POWER POLE ON RIGHT (WITH TRIANGLE BLAZE)
 MG0182'AND STATION ON LEFT AS DESCRIBED.
 MG0182'
 MG0182'STATION MARK, A STANDARD DISK STAMPED EDWARDS 1959, IS SET
 MG0182'IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 MG0182'MARK IS 26 FEET SOUTH OF CENTER OF ROAD, 2.9 FEET NORTHWEST
 MG0182'OF WITNESS POST AND 2.5 FEET NORTH OF FENCE LINE.
 MG0182'
 MG0182'REFERENCE MARK NUMBER 1, IS A STANDARD DISK STAMPED EDWARDS NO.
 MG0182'1 1959, IS SET IN 10 SQUARE CONCRETE POST WHICH PROJECTS
 MG0182'2 INCHES.  THE MARK IS 29.6 FEET NORTH OF CENTER OF ROAD, 3.7
 MG0182'FEET SOUTH OF FENCE LINE AND 3.0 FEET EAST-SOUTHEAST OF TRIANGLE
 MG0182'BLAZED POWER POLE.
 MG0182'
 MG0182'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED EDWARDS NO. 2
 MG0182'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0182'5 INCHES.  THE MARK IS 26 FEET SOUTH OF CENTER OF ROAD AND 2.5
 MG0182'FEET NORTH OF FENCE LINE.
 MG0182'
 MG0182'AZIMUTH MARK, A STANDARD DISK STAMPED EDWARDS 1959, IS SET IN
 MG0182'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 MG0182'MARK IS 0.2 MILE WEST OF STATION ON RIGHT SIDE OF ROAD, 27
 MG0182'FEET NORTH OF CENTER OF ROAD, 6 FEET SOUTH OF FENCE LINE, 4.7
 MG0182'FEET EAST OF POWER POLE AND 3.7 FEET EAST OF WITNESS POST.
 MG0182'
 MG0182'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MG0182
 MG0182                          STATION RECOVERY (1959)
 MG0182
 MG0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MG0182'3 MI SW FROM ANDOVER.
 MG0182'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 MG0182'AT ANDOVER, THENCE 0.95 MILES SOUTH ALONG AN OILED ROAD, THENCE 0.8
 MG0182'MILES WEST ALONG AN OILED ROAD, 27 FEET SOUTH OF THE CENTER LINE
 MG0182'OF THE ROAD, 312 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY
 MG0182'SOUTH TO A FARM HOUSE, 2.2 FEET NORTH OF FENCE LINE, 58 FEET SOUTH
 MG0182'AND ACROSS THE ROAD FROM A POWER POLE, 2.3 FEET NORTHWEST OF
 MG0182'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 MG0182'OF A CONCRETE POST PROJECTING 3 INCHES.
 MG0182
 MG0182                          STATION RECOVERY (1996)
 MG0182
 MG0182'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0182'MARK NOT FOUND.
 MG0182
 MG0182                          STATION RECOVERY (2001)
 MG0182
 MG0182'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0182'MARK NOT FOUND.
 MG0182
 MG0182                          STATION RECOVERY (2004)
 MG0182
 MG0182'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1716 ***********************************************************************
 LC1716  DESIGNATION -  EDWARDS
 LC1716  PID         -  LC1716
 LC1716  STATE/COUNTY-  IL/LIVINGSTON
 LC1716  USGS QUAD   -  CHATSWORTH NORTH (1983)
 LC1716
 LC1716                         *CURRENT SURVEY CONTROL
 LC1716  ___________________________________________________________________
 LC1716* NAD 83(1997)-  40 45 16.81673(N)    088 21 12.33459(W)     ADJUSTED  
 LC1716* NAVD 88     -       235.0    (meters)     771.     (feet)  VERTCON   
 LC1716  ___________________________________________________________________
 LC1716  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 LC1716  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1716
 LC1716  HORZ ORDER  -  FIRST
 LC1716
 LC1716.The horizontal coordinates were established by classical geodetic methods
 LC1716.and adjusted by the National Geodetic Survey in October 1999..
 LC1716
 LC1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1716
 LC1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1716
 LC1716.The geoid height was determined by GEOID03.
 LC1716
 LC1716;                    North         East     Units Scale Factor Converg.
 LC1716;SPC IL E     -   453,798.545   298,303.266   MT  0.99997504   -0 00 47.2
 LC1716;SPC IL E     - 1,488,837.39    978,683.30   sFT  0.99997504   -0 00 47.2
 LC1716;UTM  16      - 4,512,404.816   385,752.187   MT  0.99976066   -0 53 01.1
 LC1716
 LC1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1716!SPC IL E     -   0.99996816  x   0.99997504  =   0.99994320
 LC1716!UTM  16      -   0.99996816  x   0.99976066  =   0.99972883
 LC1716
 LC1716|---------------------------------------------------------------------|
 LC1716| PID    Reference Object                     Distance      Geod. Az  |
 LC1716|                                                           dddmmss.s |
 LC1716| AF9259 EDWARDS RM 1                         33.096 METERS 20413     |
 LC1716| LC1717 TT 8 2 1969                          13.480 METERS 35859     |
 LC1716| CI7362 EDWARDS AZ MK                                      3590137.6 |
 LC1716|---------------------------------------------------------------------|
 LC1716
 LC1716                          SUPERSEDED SURVEY CONTROL
 LC1716
 LC1716  NAD 83(1997)-  40 45 16.82170(N)    088 21 12.33743(W) AD(       ) 1
 LC1716  NAD 83(1986)-  40 45 16.82766(N)    088 21 12.34149(W) AD(       ) 1
 LC1716  NAD 27      -  40 45 16.69995(N)    088 21 12.15503(W) AD(       ) 1
 LC1716  NGVD 29 (07/19/86)  235.1    (m)          771.     (f) VERT ANG       
 LC1716
 LC1716.Superseded values are not recommended for survey control.
 LC1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1716.See file dsdata.txt to determine how the superseded data were derived.
 LC1716
 LC1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8575212405(NAD 83)
 LC1716_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LC1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1716
 LC1716  HISTORY     - Date     Condition        Report By
 LC1716  HISTORY     - 1969     MONUMENTED       CGS
 LC1716
 LC1716                          STATION DESCRIPTION
 LC1716
 LC1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LC1716'THE STATION IS LOCATED ABOUT 3 MILES EAST OF FORREST, 3 MILES
 LC1716'WEST OF CHATSWORTH, 0.3 MILE NORTH OF U.S. HIGHWAY 24, IN SECTION
 LC1716'6, T26N, R8E AND ON THE EAST RIGHT-OF-WAY OF A COUNTY ROAD.
 LC1716'
 LC1716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 LC1716'STATE HIGHWAY 47 IN FORREST, GO EAST ON U.S. HIGHWAY 24 FOR
 LC1716'3.2 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH, CROSSING
 LC1716'RAILROAD TRACKS, ON THE GRAVELED ROAD FOR 0.3 MILE TO THE
 LC1716'STATION ON THE RIGHT.
 LC1716'
 LC1716'THE STATION MARK IS A STANDARD DISK STAMPED EDWARDS 1969, SET
 LC1716'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 LC1716'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET
 LC1716'EAST OF THE CENTER OF THE GRAVELED ROAD, 3 FEET SOUTHWEST OF
 LC1716'THE METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET WEST OF
 LC1716'A RIGHT-OF-WAY FENCE.
 LC1716'
 LC1716'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EDWARDS NO 1 1969,
 LC1716'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 LC1716'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 111
 LC1716'FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED,
 LC1716'24 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET
 LC1716'NORTHEAST OF A TELEPHONE POLE.
 LC1716'
 LC1716'THE MARK IS A USC AND GS AND SS DISK STAMPED TT 8-2 1934, SET
 LC1716'IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LC1716'WITH THE GROUND SURFACE.  IT IS 41.5 FEET NORTH OF THE METAL
 LC1716'WITNESS POST WITH SIGN ATTACHED, 27 FEET EAST OF THE CENTER OF
 LC1716'THE GRAVELED ROAD AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 LC1716'
 LC1716'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EDWARDS 1969, SET IN
 LC1716'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 LC1716'DIAMETER AND IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 29
 LC1716'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 3 FEET NORTHWEST
 LC1716'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET WEST OF
 LC1716'A TELEPHONE POLE.
 LC1716'
 LC1716'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD
 LC1716'NORTH ON THE GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD.  CONTINUE
 LC1716'NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 LC1716'
 LC1716'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1674 ***********************************************************************
 JB1674  DESIGNATION -  EDWARDS
 JB1674  PID         -  JB1674
 JB1674  STATE/COUNTY-  IL/EDWARDS
 JB1674  USGS QUAD   -  ALBION NW (1971)
 JB1674
 JB1674                         *CURRENT SURVEY CONTROL
 JB1674  ___________________________________________________________________
 JB1674* NAD 83(1997)-  38 22 43.89986(N)    088 08 07.67437(W)     ADJUSTED  
 JB1674* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 JB1674  ___________________________________________________________________
 JB1674  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 JB1674  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JB1674
 JB1674  HORZ ORDER  -  SECOND
 JB1674
 JB1674.The horizontal coordinates were established by classical geodetic methods
 JB1674.and adjusted by the National Geodetic Survey in October 1999..
 JB1674
 JB1674.The orthometric height was scaled from a topographic map.
 JB1674
 JB1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1674
 JB1674.The geoid height was determined by GEOID03.
 JB1674
 JB1674;                    North         East     Units Scale Factor Converg.
 JB1674;SPC IL E     -   190,045.939   317,289.039   MT  0.99997868   +0 07 22.3
 JB1674;SPC IL E     -   623,509.05  1,040,972.46   sFT  0.99997868   +0 07 22.3
 JB1674;UTM  16      - 4,248,461.982   400,822.749   MT  0.99972113   -0 42 18.1
 JB1674
 JB1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1674!SPC IL E     -   0.99998163  x   0.99997868  =   0.99996031
 JB1674!UTM  16      -   0.99998163  x   0.99972113  =   0.99970277
 JB1674
 JB1674|---------------------------------------------------------------------|
 JB1674| PID    Reference Object                     Distance      Geod. Az  |
 JB1674|                                                           dddmmss.s |
 JB1674| CI4364 EDWARDS RM 1                         12.097 METERS 08905     |
 JB1674| CI4365 EDWARDS RM 2                         16.636 METERS 18346     |
 JB1674| CI4363 EDWARDS AZ MK                                      2710933.6 |
 JB1674|---------------------------------------------------------------------|
 JB1674
 JB1674                          SUPERSEDED SURVEY CONTROL
 JB1674
 JB1674  NAD 83(1997)-  38 22 43.90148(N)    088 08 07.67225(W) AD(       ) 2
 JB1674  NAD 83(1997)-  38 22 43.91129(N)    088 08 07.67242(W) AD(       ) 2
 JB1674  NAD 83(1986)-  38 22 43.91192(N)    088 08 07.67395(W) AD(       ) 2
 JB1674  NAD 27      -  38 22 43.73634(N)    088 08 07.54305(W) AD(       ) 2
 JB1674
 JB1674.Superseded values are not recommended for survey control.
 JB1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1674.See file dsdata.txt to determine how the superseded data were derived.
 JB1674
 JB1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0082348462(NAD 83)
 JB1674_MARKER: DS = TRIANGULATION STATION DISK
 JB1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1674
 JB1674  HISTORY     - Date     Condition        Report By
 JB1674  HISTORY     - 1961     MONUMENTED       CGS
 JB1674
 JB1674                          STATION DESCRIPTION
 JB1674
 JB1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1674'THE STATION IS ABOUT 4.25 MILES WEST OF ALBION, ABOUT 4 MILES
 JB1674'NORTHEAST OF GOLDEN
 JB1674'GATE, ABOUT 2 MILES NORTH NORTHEAST OF ELLERY, IN THE
 JB1674'NORTHEAST .25 OF SEC 6, T
 JB1674'2 S, R 10 E , AND ON ROAD RIGHT-OF-WAY.  IT
 JB1674'IS 42 FEET WEST OF A POWER POLE, 27 FEET
 JB1674'NORTH OF THE CENTERLINE OF
 JB1674'STATE HIGHWAY 15, 4 FEET SOUTHEAST OF A WITNESS POST, AND 3
 JB1674'FEET SOUTH OF
 JB1674'A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JB1674'EDWARDS 1961.
 JB1674'
 JB1674'TO REACH FROM THE POST OFFICE IN ALBION, GO WEST ON STATE HIGHWAY 15
 JB1674'FOR 2.75 MILES TO A
 JB1674'CROSSROAD.  CONTINUE WEST ON STATE HIGHWAY 15 FOR 1.25
 JB1674'MILES TO THE STATION ON THE RIGHT.
 JB1674'
 JB1674'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ON STATE HIGHWAY 15
 JB1674'FOR 0.75 MILE TO A SMALL
 JB1674'CONCRETE BRIDGE AND THE AZIMUTH MARK IN THE EAST END
 JB1674'OF THE NORTH RAIL OF THE BRIDGE.
 JB1674'
 JB1674'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 JB1674'15, 2 FEET WEST OF THE POWER
 JB1674'POLE, AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE
 JB1674'MONUMENT IS FLUSH AND THE DISK IS
 JB1674'STAMPED EDWARDS NO 1 1961.
 JB1674'
 JB1674'REFERENCE MARK 2 IS 30 FEET WEST OF A TELEPHONE POLE, AND 28 FEET
 JB1674'SOUTH OF THE CENTERLINE OF
 JB1674'STATE HIGHWAY 15.  THE MONUMENT IS FLUSH AND THE DISK
 JB1674'IS STAMPED EDWARDS NO 2 1961.
 JB1674'
 JB1674'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EDWARDS 1961, CEMENTED IN
 JB1674'A DRILLED HOLE IN THE EAST
 JB1674'END OF THE NORTH RAIL OF A SMALL CONCRETE BRIDGE
 JB1674'THAT PROJECTS 30 INCHES.  IT IS 20
 JB1674'FEET NORTH OF THE CENTERLINE OF
 JB1674'STATE HIGHWAY 15, AND 2 FEET SOUTHWEST OF A WITNESS POST.
 JB1674'
 JB1674'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0181 ***********************************************************************
 MG0181  DESIGNATION -  EDWARDS RM 1
 MG0181  PID         -  MG0181
 MG0181  STATE/COUNTY-  IL/HENRY
 MG0181  USGS QUAD   -  ANDOVER (1991)
 MG0181
 MG0181                         *CURRENT SURVEY CONTROL
 MG0181  ___________________________________________________________________
 MG0181* NAD 83(1986)-  41 16 50.     (N)    090 20 07.     (W)     SCALED    
 MG0181* NAVD 88     -       236.395  (meters)     775.57   (feet)  ADJUSTED  
 MG0181  ___________________________________________________________________
 MG0181  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0181  DYNAMIC HT  -         236.299 (meters)     775.26  (feet)  COMP
 MG0181  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MG0181
 MG0181  VERT ORDER  -  SECOND    CLASS 0
 MG0181
 MG0181.The horizontal coordinates were scaled from a topographic map and have
 MG0181.an estimated accuracy of +/- 6 seconds.
 MG0181
 MG0181.The orthometric height was determined by differential leveling
 MG0181.and adjusted by the National Geodetic Survey in June 1991..
 MG0181
 MG0181.The geoid height was determined by GEOID03.
 MG0181
 MG0181.The dynamic height is computed by dividing the NAVD 88
 MG0181.geopotential number by the normal gravity value computed on the
 MG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0181.degrees latitude (g = 980.6199 gals.).
 MG0181
 MG0181.The modeled gravity was interpolated from observed gravity values.
 MG0181
 MG0181;                    North         East    Units  Estimated Accuracy
 MG0181;SPC IL W     -   512,200.      685,880.      MT  (+/- 180 meters Scaled)
 MG0181
 MG0181                          SUPERSEDED SURVEY CONTROL
 MG0181
 MG0181  NGVD 29 (??/??/92)  236.462  (m)          775.79   (f) ADJ UNCH    2 0
 MG0181
 MG0181.Superseded values are not recommended for survey control.
 MG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0181.See file dsdata.txt to determine how the superseded data were derived.
 MG0181
 MG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF231733(NAD 83)
 MG0181_MARKER: DR = REFERENCE MARK DISK
 MG0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0181_STAMPING: EDWARDS NO 1 1959
 MG0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0181+STABILITY: SURFACE MOTION
 MG0181
 MG0181  HISTORY     - Date     Condition        Report By
 MG0181  HISTORY     - 1959     MONUMENTED       CGS
 MG0181  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 MG0181  HISTORY     - 20011026 MARK NOT FOUND   USPSQD
 MG0181  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0181
 MG0181                          STATION DESCRIPTION
 MG0181
 MG0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0181'3 MI SW FROM ANDOVER.
 MG0181'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 MG0181'AT ANDOVER, THENCE 0.95 MILES SOUTH ALONG AN OILED ROAD, THENCE 0.8
 MG0181'MILES WEST ALONG AN OILED ROAD, 28 FEET NORTH OF THE CENTERLINE
 MG0181'OF THE ROAD, 313 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY
 MG0181'SOUTH TO A FARM HOUSE, 3.6 FEET SOUTH OF FENCE LINE, 2.8 FEET
 MG0181'SOUTHEAST OF A POWER POLE, 56.8 FEET NORTH OF TRIANGULATION
 MG0181'STATION EDWARDS, 59.1 FEET NORTH OF A METAL WITENSS POST, ABOUT
 MG0181'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MG0181'2 INCHES.
 MG0181
 MG0181                          STATION RECOVERY (1996)
 MG0181
 MG0181'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0181'MARK NOT FOUND.
 MG0181
 MG0181                          STATION RECOVERY (2001)
 MG0181
 MG0181'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0181'MARK NOT FOUND.
 MG0181
 MG0181                          STATION RECOVERY (2004)
 MG0181
 MG0181'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9259 ***********************************************************************
 AF9259  CBN         -  This is a Cooperative Base Network Control Station.
 AF9259  DESIGNATION -  EDWARDS RM 1
 AF9259  PID         -  AF9259
 AF9259  STATE/COUNTY-  IL/LIVINGSTON
 AF9259  USGS QUAD   -  CHATSWORTH NORTH (1983)
 AF9259
 AF9259                         *CURRENT SURVEY CONTROL
 AF9259  ___________________________________________________________________
 AF9259* NAD 83(1997)-  40 45 15.83819(N)    088 21 12.91324(W)     ADJUSTED  
 AF9259* NAVD 88     -       234.6    (meters)     770.     (feet)  GPS OBS   
 AF9259  ___________________________________________________________________
 AF9259  X           -     139,019.446 (meters)                     COMP
 AF9259  Y           -  -4,836,596.361 (meters)                     COMP
 AF9259  Z           -   4,141,932.995 (meters)                     COMP
 AF9259  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AF9259  ELLIP HEIGHT-         202.61  (meters)          (10/15/04) GPS OBS
 AF9259  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 AF9259
 AF9259  HORZ ORDER  -  B
 AF9259  ELLP ORDER  -  FOURTH    CLASS II
 AF9259
 AF9259.The horizontal coordinates were established by GPS observations
 AF9259.and adjusted by the National Geodetic Survey in July 1998..
 AF9259
 AF9259.The orthometric height was determined by GPS observations and a
 AF9259.high-resolution geoid model.
 AF9259
 AF9259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9259
 AF9259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9259
 AF9259.The ellipsoidal height was determined by GPS observations
 AF9259.and is referenced to NAD 83.
 AF9259
 AF9259.The geoid height was determined by GEOID03.
 AF9259
 AF9259;                    North         East     Units Scale Factor Converg.
 AF9259;SPC IL E     -   453,768.364   298,289.686   MT  0.99997504   -0 00 47.6
 AF9259;SPC IL E     - 1,488,738.37    978,638.74   sFT  0.99997504   -0 00 47.6
 AF9259;UTM  16      - 4,512,374.851   385,738.153   MT  0.99976070   -0 53 01.5
 AF9259
 AF9259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9259!SPC IL E     -   0.99996822  x   0.99997504  =   0.99994326
 AF9259!UTM  16      -   0.99996822  x   0.99976070  =   0.99972893
 AF9259
 AF9259                          SUPERSEDED SURVEY CONTROL
 AF9259
 AF9259  ELLIP H (07/17/98)  202.61   (m)                       GP(       ) 4 1
 AF9259
 AF9259.Superseded values are not recommended for survey control.
 AF9259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9259.See file dsdata.txt to determine how the superseded data were derived.
 AF9259
 AF9259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8573812375(NAD 83)
 AF9259_MARKER: DR = REFERENCE MARK DISK
 AF9259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9259_STAMPING: EDWARDS NO 1 1969
 AF9259_MARK LOGO: CGS   
 AF9259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9259+STABILITY: SURFACE MOTION
 AF9259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9259+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 AF9259
 AF9259  HISTORY     - Date     Condition        Report By
 AF9259  HISTORY     - 1969     MONUMENTED       CGS
 AF9259  HISTORY     - 200205   GOOD             ASCPC
 AF9259
 AF9259                          STATION DESCRIPTION
 AF9259
 AF9259'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AF9259'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF FORREST AND 3.2 MI
 AF9259'(5.1 KM) WEST OF CHATSWORTH IN A WEED STRIP BETWEEN COUNTY ROAD 3000E
 AF9259'AND A CULTIVATED FIELD.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24
 AF9259'AND STATE ROUTE 47 IN FORREST, GO EAST ON HIGHWAY 24 FOR 3.0 MI (4.8
 AF9259'KM) TO A CROSSROAD.  TURN LEFT, NORTH, ON ROAD 3000E ACROSS RAILROAD
 AF9259'TRACKS FOR 0.25 MI (0.40 KM) TO THE TOP OF A RISE AND THE STATION ON
 AF9259'THE LEFT.  IT IS 7.0 M (23.0 FT) WEST OF THE CENTER OF ROAD 3000E,
 AF9259'APPROXIMATELY 123 M (403.5 FT) SOUTH OF THE EXTENDED CENTER OF THE
 AF9259'SOUTHERNMOST DRIVE EAST TO HOG FARM BUILDINGS, AND 0.3 M (1.0 FT) EAST
 AF9259'OF A FIBERGLASS WITNESS POST AT THE EDGE OF A CULTIVATED FIELD.
 AF9259'NOTE--ROAD 3000E IS ALSO LOCATED ABOUT 2.24 MI (3.60 KM) WEST OF THE
 AF9259'INTERSECTION OF U.S. HIGHWAY 24 AND CHATSWORTH ROAD ON THE SOUTHWEST
 AF9259'SIDE OF CHATSWORTH.
 AF9259
 AF9259                          STATION RECOVERY (2002)
 AF9259
 AF9259'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 AF9259'RECOVERED AS DESCRIBED
 AF9259' 
 AF9259' 
 AF9259'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0183 ***********************************************************************
 MG0183  DESIGNATION -  EDWARDS RM 2
 MG0183  PID         -  MG0183
 MG0183  STATE/COUNTY-  IL/HENRY
 MG0183  USGS QUAD   -  ANDOVER (1991)
 MG0183
 MG0183                         *CURRENT SURVEY CONTROL
 MG0183  ___________________________________________________________________
 MG0183* NAD 83(1986)-  41 16 50.     (N)    090 20 07.     (W)     SCALED    
 MG0183* NAVD 88     -       236.524  (meters)     776.00   (feet)  ADJUSTED  
 MG0183  ___________________________________________________________________
 MG0183  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0183  DYNAMIC HT  -         236.428 (meters)     775.68  (feet)  COMP
 MG0183  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MG0183
 MG0183  VERT ORDER  -  SECOND    CLASS 0
 MG0183
 MG0183.The horizontal coordinates were scaled from a topographic map and have
 MG0183.an estimated accuracy of +/- 6 seconds.
 MG0183
 MG0183.The orthometric height was determined by differential leveling
 MG0183.and adjusted by the National Geodetic Survey in June 1991..
 MG0183
 MG0183.The geoid height was determined by GEOID03.
 MG0183
 MG0183.The dynamic height is computed by dividing the NAVD 88
 MG0183.geopotential number by the normal gravity value computed on the
 MG0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0183.degrees latitude (g = 980.6199 gals.).
 MG0183
 MG0183.The modeled gravity was interpolated from observed gravity values.
 MG0183
 MG0183;                    North         East    Units  Estimated Accuracy
 MG0183;SPC IL W     -   512,200.      685,880.      MT  (+/- 180 meters Scaled)
 MG0183
 MG0183                          SUPERSEDED SURVEY CONTROL
 MG0183
 MG0183  NGVD 29 (??/??/92)  236.590  (m)          776.21   (f) ADJ UNCH    2 0
 MG0183
 MG0183.Superseded values are not recommended for survey control.
 MG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0183.See file dsdata.txt to determine how the superseded data were derived.
 MG0183
 MG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF231733(NAD 83)
 MG0183_MARKER: DR = REFERENCE MARK DISK
 MG0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0183_STAMPING: EDWARDS NO 2 1959
 MG0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0183+STABILITY: SURFACE MOTION
 MG0183
 MG0183  HISTORY     - Date     Condition        Report By
 MG0183  HISTORY     - 1959     MONUMENTED       CGS
 MG0183  HISTORY     - 19960714 MARK NOT FOUND   USPSQD
 MG0183  HISTORY     - 20011026 MARK NOT FOUND   USPSQD
 MG0183  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0183
 MG0183                          STATION DESCRIPTION
 MG0183
 MG0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0183'3 MI SW FROM ANDOVER.
 MG0183'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 MG0183'AT ANDOVER, THENCE 0.95 MILES SOUTH ALONG AN OILED ROAD, THENCE
 MG0183'0.8 MILES WEST ALONG AN OILED ROAD, 27 FEET SOUTH OF THE CENTERLINE
 MG0183'OF THE ROAD, 255 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY SOUTH
 MG0183'TO A FARM HOUSE, 2.6 FEET NORTH OF FENCE LINE, 80 FEET SOUTHWEST
 MG0183'AND ACROSS THE ROAD FROM A POWER POLE, 56.5 FEET WEST OF TRIANGULATION
 MG0183'STATION EDWARDS, 58.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 MG0183'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 MG0183'INCHES.
 MG0183
 MG0183                          STATION RECOVERY (1996)
 MG0183
 MG0183'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0183'MARK NOT FOUND.
 MG0183
 MG0183                          STATION RECOVERY (2001)
 MG0183
 MG0183'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0183'MARK NOT FOUND.
 MG0183
 MG0183                          STATION RECOVERY (2004)
 MG0183
 MG0183'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1715 ***********************************************************************
 LC1715  DESIGNATION -  EDWARDS RM A 1969
 LC1715  PID         -  LC1715
 LC1715  STATE/COUNTY-  IL/LIVINGSTON
 LC1715  USGS QUAD   -  CHATSWORTH NORTH (1983)
 LC1715
 LC1715                         *CURRENT SURVEY CONTROL
 LC1715  ___________________________________________________________________
 LC1715* NAD 83(1997)-  40 45 17.61836(N)    088 21 12.12558(W)     ADJUSTED  
 LC1715* NAVD 88     -       234.5    (meters)     769.     (feet)  VERTCON   
 LC1715  ___________________________________________________________________
 LC1715  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 LC1715  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1715
 LC1715  HORZ ORDER  -  FIRST
 LC1715
 LC1715.The horizontal coordinates were established by classical geodetic methods
 LC1715.and adjusted by the National Geodetic Survey in October 1999..
 LC1715
 LC1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1715
 LC1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1715
 LC1715.The geoid height was determined by GEOID03.
 LC1715
 LC1715;                    North         East     Units Scale Factor Converg.
 LC1715;SPC IL E     -   453,823.271   298,308.175   MT  0.99997504   -0 00 47.1
 LC1715;SPC IL E     - 1,488,918.51    978,699.40   sFT  0.99997504   -0 00 47.1
 LC1715;UTM  16      - 4,512,429.459   385,757.469   MT  0.99976064   -0 53 01.0
 LC1715
 LC1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1715!SPC IL E     -   0.99996824  x   0.99997504  =   0.99994328
 LC1715!UTM  16      -   0.99996824  x   0.99976064  =   0.99972889
 LC1715
 LC1715:                Primary Azimuth Mark                     Grid Az
 LC1715:SPC IL E     -  CHATSWORTH MUN TANK                      089 50 38.5
 LC1715:UTM  16      -  CHATSWORTH MUN TANK                      090 42 52.4
 LC1715
 LC1715|---------------------------------------------------------------------|
 LC1715| PID    Reference Object                     Distance      Geod. Az  |
 LC1715|                                                           dddmmss.s |
 LC1715| LC1714 CHATSWORTH MUN TANK                 APPROX. 5.1 KM 0894951.4 |
 LC1715| LC1830 PONTIAC ILL ST POLICE RAD TWR       APPROX.27.4 KM 2980528.4 |
 LC1715| LC1826 PONTIAC N ILL GAS KJ 8644           APPROX.19.7 KM 3060029.4 |
 LC1715|---------------------------------------------------------------------|
 LC1715
 LC1715                          SUPERSEDED SURVEY CONTROL
 LC1715
 LC1715  NAD 83(1997)-  40 45 17.62336(N)    088 21 12.12843(W) AD(       ) 1
 LC1715  NAD 83(1986)-  40 45 17.62954(N)    088 21 12.13241(W) AD(       ) 1
 LC1715  NAD 27      -  40 45 17.50155(N)    088 21 11.94603(W) AD(       ) 1
 LC1715  NGVD 29 (07/19/86)  234.6    (m)          770.     (f) VERT ANG       
 LC1715
 LC1715.Superseded values are not recommended for survey control.
 LC1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1715.See file dsdata.txt to determine how the superseded data were derived.
 LC1715
 LC1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8575712429(NAD 83)
 LC1715_MARKER: Z = SEE DESCRIPTION
 LC1715_SETTING: 0 = UNSPECIFIED SETTING
 LC1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1715
 LC1715  HISTORY     - Date     Condition        Report By
 LC1715  HISTORY     - 1969     MONUMENTED       CGS
 LC1715
 LC1715                          STATION DESCRIPTION
 LC1715
 LC1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LC1715'THE STATION IS LOCATED ABOUT 3 MILES EAST OF FORREST, 3 MILES
 LC1715'WEST OF CHATSWORTH, 0.3 MILE NORTH OF U.S. HIGHWAY 24, IN
 LC1715'SECTION 6, T26N, R8E AND ON THE EAST RIGHT-OF-WAY OF A
 LC1715'COUNTY ROAD.
 LC1715'
 LC1715'FOR A ROUTE TO REACH THE STATION SEE DESCRIPTION TO TRIANGULATION
 LC1715'STATION EDWARDS THEREOF.
 LC1715'
 LC1715'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK
 LC1715'STAMPED EDWARDS RM A 1969, SET IN THE TOP OF A CYLINDRICAL
 LC1715'CONCRETE MONUMENT WHICH IS 18 INCHES BELOW THE GROUND
 LC1715'SURFACE.  IT IS 42 FEET EAST OF THE CENTER OF THE GRAVELED
 LC1715'ROAD, 20 FEET SOUTHEAST OF THE SOUTH GATE POST IN THE FENCE
 LC1715'LINE AND 15.5 FEET EAST OF A METAL WITNESS POST WITH SIGN
 LC1715'ATTACHED.
 LC1715'
 LC1715'NOTE--THE TRAVERSE DISTANCE NOTED BELOW HAS BEEN REDUCED TO
 LC1715'SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1304 ***********************************************************************
 JB1304  DESIGNATION -  EDWARDSVILLE
 JB1304  PID         -  JB1304
 JB1304  STATE/COUNTY-  IL/MADISON
 JB1304  USGS QUAD   -  EDWARDSVILLE (1991)
 JB1304
 JB1304                         *CURRENT SURVEY CONTROL
 JB1304  ___________________________________________________________________
 JB1304* NAD 83(1986)-  38 48 46.     (N)    089 57 27.     (W)     SCALED    
 JB1304* NAVD 88     -       163.839  (meters)     537.53   (feet)  ADJUSTED  
 JB1304  ___________________________________________________________________
 JB1304  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JB1304  DYNAMIC HT  -         163.740 (meters)     537.20  (feet)  COMP
 JB1304  MODELED GRAV-     980,023.2   (mgal)                       NAVD 88
 JB1304
 JB1304  VERT ORDER  -  SECOND    CLASS 0
 JB1304
 JB1304.The horizontal coordinates were scaled from a topographic map and have
 JB1304.an estimated accuracy of +/- 6 seconds.
 JB1304
 JB1304.The orthometric height was determined by differential leveling
 JB1304.and adjusted by the National Geodetic Survey in June 1991..
 JB1304
 JB1304.The geoid height was determined by GEOID03.
 JB1304
 JB1304.The dynamic height is computed by dividing the NAVD 88
 JB1304.geopotential number by the normal gravity value computed on the
 JB1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1304.degrees latitude (g = 980.6199 gals.).
 JB1304
 JB1304.The modeled gravity was interpolated from observed gravity values.
 JB1304
 JB1304;                    North         East    Units  Estimated Accuracy
 JB1304;SPC IL W     -   238,210.      718,170.      MT  (+/- 180 meters Scaled)
 JB1304
 JB1304                          SUPERSEDED SURVEY CONTROL
 JB1304
 JB1304  NGVD 29 (??/??/92)  163.962  (m)          537.93   (f) ADJ UNCH    2 0
 JB1304
 JB1304.Superseded values are not recommended for survey control.
 JB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1304.See file dsdata.txt to determine how the superseded data were derived.
 JB1304
 JB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ432001(NAD 83)
 JB1304_MARKER: DB = BENCH MARK DISK
 JB1304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1304_SP_SET: STEP
 JB1304_STAMPING: EDWARDSVILLE 1934
 JB1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1304
 JB1304  HISTORY     - Date     Condition        Report By
 JB1304  HISTORY     - 1934     MONUMENTED       CGS
 JB1304  HISTORY     - 1960     GOOD             NGS
 JB1304
 JB1304                          STATION DESCRIPTION
 JB1304
 JB1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB1304'AT EDWARDSVILLE.
 JB1304'THE MARK IS LOCATED AT EDWARDSVILLE, AT THE COURTHOUSE, AT THE
 JB1304'NORTHEAST ENTRANCE ON MAIN STREET, 17.4 FEET SOUTHWEST OF MAIN
 JB1304'STREET CURB, IN THE NORTHWEST SIDE OF STONE STEPS, IN THE STONE
 JB1304'BORDER OF THE STONE STEPS AT THE FIRST LANDING.  NOTE-- ACCORDING
 JB1304'TO ROBERT G. WATTS, OF THE THOMAS ENGINEERING CO., IT IS BELIEVED
 JB1304'THAT THIS MARK HAS BEEN RESET AT A LOWER ELEVATION.  DIFFERENCE
 JB1304'OF - 0.111 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2005 ***********************************************************************
 JB2005  DESIGNATION -  EDWARDSVILLE
 JB2005  PID         -  JB2005
 JB2005  STATE/COUNTY-  IL/MADISON
 JB2005  USGS QUAD   -  EDWARDSVILLE (1991)
 JB2005
 JB2005                         *CURRENT SURVEY CONTROL
 JB2005  ___________________________________________________________________
 JB2005* NAD 83(1997)-  38 47 46.53952(N)    089 58 41.49931(W)     ADJUSTED  
 JB2005* NAVD 88     -       179.7    (meters)     590.     (feet)  GPS OBS   
 JB2005  ___________________________________________________________________
 JB2005  X           -       1,894.403 (meters)                     COMP
 JB2005  Y           -  -4,977,645.255 (meters)                     COMP
 JB2005  Z           -   3,974,807.459 (meters)                     COMP
 JB2005  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 JB2005  ELLIP HEIGHT-         148.48  (meters)          (08/30/05) GPS OBS
 JB2005  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JB2005
 JB2005  HORZ ORDER  -  FIRST
 JB2005  ELLP ORDER  -  FOURTH    CLASS I
 JB2005
 JB2005.The horizontal coordinates were established by GPS observations
 JB2005.and adjusted by the National Geodetic Survey in August 2005..
 JB2005
 JB2005.The orthometric height was determined by GPS observations and a
 JB2005.high-resolution geoid model.
 JB2005
 JB2005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2005
 JB2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2005
 JB2005.The ellipsoidal height was determined by GPS observations
 JB2005.and is referenced to NAD 83.
 JB2005
 JB2005.The geoid height was determined by GEOID03.
 JB2005
 JB2005;                    North         East     Units Scale Factor Converg.
 JB2005;SPC IL W     -   236,369.696   716,372.450   MT  0.99994448   +0 07 05.1
 JB2005;SPC IL W     -   775,489.58  2,350,298.61   sFT  0.99994448   +0 07 05.1
 JB2005;UTM  16      - 4,298,381.791   241,349.718   MT  1.00042389   -1 52 01.3
 JB2005;UTM  15      - 4,298,506.187   762,438.609   MT  1.00044821   +1 53 39.8
 JB2005
 JB2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2005!SPC IL W     -   0.99997670  x   0.99994448  =   0.99992119
 JB2005!UTM  16      -   0.99997670  x   1.00042389  =   1.00040058
 JB2005!UTM  15      -   0.99997670  x   1.00044821  =   1.00042490
 JB2005
 JB2005:                Primary Azimuth Mark                     Grid Az
 JB2005:SPC IL W     -  EDWARDSVILLE AZ MK                       020 09 21.9
 JB2005:UTM  16      -  EDWARDSVILLE AZ MK                       022 08 28.3
 JB2005:UTM  15      -  EDWARDSVILLE AZ MK                       018 22 47.2
 JB2005
 JB2005|---------------------------------------------------------------------|
 JB2005| PID    Reference Object                     Distance      Geod. Az  |
 JB2005|                                                           dddmmss.s |
 JB2005| CI4366 EDWARDSVILLE AZ MK                                 0201627.0 |
 JB2005| CI4367 EDWARDSVILLE RM 1                    38.219 METERS 02029     |
 JB2005| JB2004 EDWARDSVILLE MUNICIPAL SPIPE        APPROX. 2.7 KM 0375902.8 |
 JB2005| JB2002 EDWARDSVILLE RICHARDS CO STK        APPROX. 3.2 KM 0612906.6 |
 JB2005| JB2001 EDWARDSVILLE MUNICIPAL TANK         APPROX. 2.5 KM 0691535.0 |
 JB2005| JB2003 EDWARDSVILLE KETTLE R TREAT TK      APPROX. 2.8 KM 1272907.3 |
 JB2005| CI4368 EDWARDSVILLE RM 2                    38.890 METERS 15327     |
 JB2005| JB1997 COLLINSVILLE SMELTING CO N STK      APPROX.11.7 KM 1715113.9 |
 JB2005| JB1992 COLLINSVILLE MUNICIPAL TANK         APPROX.14.1 KM 1825510.6 |
 JB2005|---------------------------------------------------------------------|
 JB2005
 JB2005                          SUPERSEDED SURVEY CONTROL
 JB2005
 JB2005  NAD 83(1997)-  38 47 46.54003(N)    089 58 41.50275(W) AD(       ) 1
 JB2005  ELLIP H (10/21/99)  148.56   (m)                       GP(       ) 4 1
 JB2005  NAD 83(1986)-  38 47 46.55669(N)    089 58 41.49449(W) AD(       ) 1
 JB2005  NAD 27      -  38 47 46.38600(N)    089 58 41.12600(W) AD(       ) 1
 JB2005
 JB2005.Superseded values are not recommended for survey control.
 JB2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2005.See file dsdata.txt to determine how the superseded data were derived.
 JB2005
 JB2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4135098382(NAD 83)
 JB2005_MARKER: DS = TRIANGULATION STATION DISK
 JB2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB2005_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB2005_STAMPING: EDWARDSVILLE 1934
 JB2005_MARK LOGO: CGS   
 JB2005_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB2005+STABILITY: SURFACE MOTION
 JB2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2005+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 JB2005
 JB2005  HISTORY     - Date     Condition        Report By
 JB2005  HISTORY     - 1934     MONUMENTED       CGS
 JB2005  HISTORY     - 1948     MARK NOT FOUND   CGS
 JB2005  HISTORY     - 1960     GOOD             CGS
 JB2005  HISTORY     - 1969     GOOD             CGS
 JB2005  HISTORY     - 1971     GOOD             NGS
 JB2005  HISTORY     - 19930401 GOOD             MODNR
 JB2005  HISTORY     - 20020121 GOOD             JCLS
 JB2005  HISTORY     - 20050721 GOOD             ILDT
 JB2005
 JB2005                          STATION DESCRIPTION
 JB2005
 JB2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JB2005'ABOUT 2 MILES BY ROAD SOUTHWEST OF THE COURTHOUSE IN EDWARDSVILLE, ON
 JB2005'PROPERTY OF THE
 JB2005'VALLEY VIEW CEMETERY ASSOCIATION, 50 FEET WEST OF THE
 JB2005'CENTER LINE OF U S HIGHWAY 66, 19
 JB2005'FEET SOUTHWEST OF A CONCRETE STREET
 JB2005'RIGHT-OF-WAY MARKER, 148 FEET SOUTH-SOUTHEAST OF
 JB2005'SOUTH GATEPOST OF
 JB2005'THE MAIN GATE OF THE CEMETERY, AND PROJECTS 5 INCHES.
 JB2005'
 JB2005'TO REACH STATION, GO SOUTHWEST OF U S HGIHWAY 66 TO THE VALLEY VIEW
 JB2005'CEMETERY AND THE
 JB2005'STATION, ON WEST SIDE OF THE HIGHWAY.
 JB2005'
 JB2005'REFERENCE MARK NO IS NORTH-NORTHEAST OF THE STATION ON THE WEST EDGE
 JB2005'OF THE
 JB2005'RIGHT-OF-WAY OF U S HIGHWAY 66, 33 FEET SOUTH OF THE CENTER
 JB2005'LINE OF LANE LEADING TO
 JB2005'THE MAIN GATE OF THE CEMETERY, 33.5 FEET WEST
 JB2005'OF THE CENTER LINE OF THE HIGHWAY, 52 FEET
 JB2005'SOUTHEAST OF THE SOUTH
 JB2005'GATEPOST OF THE CEMETERY, AND PROJECTS 2 INCHES.  REFERENCE
 JB2005'MARK NO 2 IS
 JB2005'SOUTHEAST OF THE STATION, ON THE EAST EDGE OF THE RIGHT-OF-WAY OF
 JB2005'U S HIGHWAY 66, 31
 JB2005'FEET EAST OF THE CENTER LINE, AND PROJECTS 8
 JB2005'INCHES.  DISTANCE BETWEEN REFERENCE
 JB2005'MARKS IS 232.00 FEET.
 JB2005'
 JB2005'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, ON THE WEST EDGE OF
 JB2005'THE RIGHT-OF-WAY,
 JB2005'20 FEET WEST OF THE CENTER LINE OF U S HIGHWAY 66,
 JB2005'25 FEET SOUTH OF A FENCE CORNER, AND
 JB2005'PROJECTS 8 INCHES.
 JB2005
 JB2005                          STATION RECOVERY (1948)
 JB2005
 JB2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 JB2005'SURFACE MARK OF STATION IS GONE.
 JB2005
 JB2005                          STATION RECOVERY (1960)
 JB2005
 JB2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RGW)
 JB2005'STATION WAS FOUND UNDISTURBED.  THE CONCRETE IS CHIPPED AND SCARRED
 JB2005'FROM FARM DISC OR HARROW
 JB2005'BEING DRAGGED OVER THE STATION.  IT IS ON PROPERTY
 JB2005'NOW OWNED BY SOUTHERN ILLINOIS
 JB2005'UNIVERSITY AND USED AS A NURSERY.
 JB2005'
 JB2005'AZIMUTH MARK AND BOTH REFERENCE MARKS FOUND, AND IN GOOD CONDITION.
 JB2005
 JB2005                          STATION RECOVERY (1969)
 JB2005
 JB2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 JB2005'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JB2005'AND IN GOOD
 JB2005'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 JB2005
 JB2005                          STATION RECOVERY (1971)
 JB2005
 JB2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 JB2005'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 JB2005'AS DESCRIBED IN GOOD CONDITION.
 JB2005'
 JB2005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI S OF
 JB2005'EDWARDSVILLE.
 JB2005
 JB2005                          STATION RECOVERY (1993)
 JB2005
 JB2005'RECOVERY NOTE BY MO DEPT OF NAT RES 1993
 JB2005'STATION, AZIMUTH MARKS AND REFERENCE TIES THE STATION IS A STANDARD
 JB2005'USCGS TRIANGULATION DISK STAMPED--- (EDWARDSVILLE, 1934) SET IN A 12
 JB2005'IN SQUARE CONCRETE MONUMENT WHICH PROJECTS 7 IN.  IT IS ABOUT 2 MILES
 JB2005'(3.2 KM) SW OF THE COURTHOUSE IN EDWARDSVILLE, MADISON COUNTY, IL ON
 JB2005'THE WEST SIDE OF ILLINOIS HIGHWAY 157 ABOUT 150 FT (45.7 M) SOUTH OF
 JB2005'THE ENTRANCE TO VALLEY VIEW CEMETERY.  IT IS 148 FT (45.1 M) SSE OF
 JB2005'THE SOUTH GATE POST OF THE CEMETERY ENTRANCE AND 50 FT (15.2 M) WEST
 JB2005'OF THE CENTER LINE OF THE HIGHWAY. STATION AND AZIMUTH MARK TO REACH
 JB2005'TO REACH THE STATION FROM THE MO/ILL STATE LINE OVER THE MISSISSIPPI
 JB2005'RIVER ON INTERSTATE 270, GO EAST ON I-270 FOR 6.6 MILES (10.6 KM) TO
 JB2005'THE INTERCHANGE WITH IL HWY 157.  GO NORTH ON IL 157 FOR 3.5 MILES
 JB2005'(5.6 KM) TO THE STATION ON LEFT JUST SOUTH OF THE MAIN GATE OF THE
 JB2005'VALLEY VIEW CEMETERY ASSOCIATION.  THE STATION IS 50 FT (15.2 M) WEST
 JB2005'OF THE CENTER LINE OF HIGHWAY 157, 148 FT (45.1 M) S-SW OF THE SOUTH
 JB2005'GATE POST OF THE ENTRANCE TO THE CEMETERY.  THE STATION IS 7 IN ABOVE
 JB2005'THE GROUND SURFACE. DATE OF REPORT 06-06-1995
 JB2005
 JB2005                          STATION RECOVERY (2002)
 JB2005
 JB2005'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 JB2005'RECOVERED IN GOOD CONDITION.
 JB2005
 JB2005                          STATION RECOVERY (2005)
 JB2005
 JB2005'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (KK)
 JB2005'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9188 ***********************************************************************
 DG9188  DESIGNATION -  EDWARDSVILLE 1
 DG9188  PID         -  DG9188
 DG9188  STATE/COUNTY-  IL/STEPHENSON
 DG9188  USGS QUAD   -  GERMAN VALLEY (1983)
 DG9188
 DG9188                         *CURRENT SURVEY CONTROL
 DG9188  ___________________________________________________________________
 DG9188* NAD 83(1997)-  42 13 38.34342(N)    089 28 25.70247(W)     ADJUSTED  
 DG9188* NAVD 88     -       262.9    (meters)     863.     (feet)  GPS OBS   
 DG9188  ___________________________________________________________________
 DG9188  X           -      43,441.002 (meters)                     COMP
 DG9188  Y           -  -4,730,037.281 (meters)                     COMP
 DG9188  Z           -   4,264,488.653 (meters)                     COMP
 DG9188  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DG9188  ELLIP HEIGHT-         229.75  (meters)          (03/01/05) GPS OBS
 DG9188  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 DG9188
 DG9188  HORZ ORDER  -  FIRST
 DG9188  ELLP ORDER  -  FOURTH    CLASS I
 DG9188
 DG9188.The horizontal coordinates were established by GPS observations
 DG9188.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9188
 DG9188.The orthometric height was determined by GPS observations and a
 DG9188.high-resolution geoid model.
 DG9188
 DG9188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9188
 DG9188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9188
 DG9188.The ellipsoidal height was determined by GPS observations
 DG9188.and is referenced to NAD 83.
 DG9188
 DG9188.The geoid height was determined by GEOID03.
 DG9188
 DG9188;                    North         East     Units Scale Factor Converg.
 DG9188;SPC IL W     -   617,562.940   757,196.029   MT  0.99998141   +0 27 56.4
 DG9188;SPC IL W     - 2,026,121.08  2,484,233.97   sFT  0.99998141   +0 27 56.4
 DG9188;UTM  16      - 4,677,978.477   295,849.790   MT  1.00011283   -1 39 47.4
 DG9188
 DG9188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9188!SPC IL W     -   0.99996397  x   0.99998141  =   0.99994538
 DG9188!UTM  16      -   0.99996397  x   1.00011283  =   1.00007679
 DG9188
 DG9188                          SUPERSEDED SURVEY CONTROL
 DG9188
 DG9188.No superseded survey control is available for this station.
 DG9188
 DG9188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9585077978(NAD 83)
 DG9188_MARKER: A = ALUMINUM MARKER
 DG9188_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9188_STAMPING: EDWARDSVILLE NO. 1
 DG9188_MARK LOGO: FGRAH 
 DG9188_PROJECTION: RECESSED 6 CENTIMETERS
 DG9188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9188+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9188_ROD/PIPE-DEPTH: 3.66 meters
 DG9188
 DG9188  HISTORY     - Date     Condition        Report By
 DG9188  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9188
 DG9188                          STATION DESCRIPTION
 DG9188
 DG9188'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9188'STATION IS ABOUT 2.1 KM (1.3 MILES) NORTHEAST OF GERMAN VALLEY AND
 DG9188'ABOUT 7.7 KM (4.8 MILES) SOUTH OF  RIDOTT (AIR LINE), IN SECTION 28, T
 DG9188'26 N, R 9 E ON PROPERTY OWNED BY RANDOLPH  SCHNEIDERMAN. THIS STATION
 DG9188'IS 9.7M (31.8 FT) EAST OF THE CENTERLINE OF PAVEMENT OF ROCK  CITY
 DG9188'ROAD, 0.4M (1.2 FT) WEST OF AN ORANGE CARSONITE WITNESS SIGN AND 27.5M
 DG9188'(90.4 FT) SOUTHEAST OF A  POWER POLE. MARK IS FLUSH WITH GROUND LEVEL.
 DG9188'TO REACH THE STATION FROM THE POST OFFICE ON CHURCH STREET IN GERMAN
 DG9188'VALLEY, GO EAST  ON CHURCH STREET 0.0 KM (150 FT) TO ROCK CITY ROAD,
 DG9188'THEN TURN LEFT (NORTH) ON ROCK CITY  ROAD 1.3 KM (0.8 MILES) TO THE
 DG9188'STATION ON THE RIGHT (EAST).
 DG9188' 
 DG9188'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9188'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9188'6.7 CM BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA.
 DG9188'PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET
 DG9188'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9207 ***********************************************************************
 DG9207  DESIGNATION -  EDWARDSVILLE 2
 DG9207  PID         -  DG9207
 DG9207  STATE/COUNTY-  IL/STEPHENSON
 DG9207  USGS QUAD   -  GERMAN VALLEY (1983)
 DG9207
 DG9207                         *CURRENT SURVEY CONTROL
 DG9207  ___________________________________________________________________
 DG9207* NAD 83(1997)-  42 13 55.53127(N)    089 28 26.98757(W)     ADJUSTED  
 DG9207* NAVD 88     -       265.9    (meters)     872.     (feet)  GPS OBS   
 DG9207  ___________________________________________________________________
 DG9207  X           -      43,408.281 (meters)                     COMP
 DG9207  Y           -  -4,729,683.278 (meters)                     COMP
 DG9207  Z           -   4,264,883.316 (meters)                     COMP
 DG9207  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DG9207  ELLIP HEIGHT-         232.67  (meters)          (03/01/05) GPS OBS
 DG9207  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 DG9207
 DG9207  HORZ ORDER  -  SECOND
 DG9207  ELLP ORDER  -  FOURTH    CLASS I
 DG9207
 DG9207.The horizontal coordinates were established by GPS observations
 DG9207.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9207
 DG9207.The orthometric height was determined by GPS observations and a
 DG9207.high-resolution geoid model.
 DG9207
 DG9207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9207
 DG9207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9207
 DG9207.The ellipsoidal height was determined by GPS observations
 DG9207.and is referenced to NAD 83.
 DG9207
 DG9207.The geoid height was determined by GEOID03.
 DG9207
 DG9207;                    North         East     Units Scale Factor Converg.
 DG9207;SPC IL W     -   618,093.003   757,162.253   MT  0.99998137   +0 27 55.7
 DG9207;SPC IL W     - 2,027,860.13  2,484,123.16   sFT  0.99998137   +0 27 55.7
 DG9207;UTM  16      - 4,678,509.498   295,835.725   MT  1.00011290   -1 39 48.8
 DG9207
 DG9207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9207!SPC IL W     -   0.99996351  x   0.99998137  =   0.99994488
 DG9207!UTM  16      -   0.99996351  x   1.00011290  =   1.00007641
 DG9207
 DG9207                          SUPERSEDED SURVEY CONTROL
 DG9207
 DG9207.No superseded survey control is available for this station.
 DG9207
 DG9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9583678509(NAD 83)
 DG9207_MARKER: A = ALUMINUM MARKER
 DG9207_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9207_STAMPING: EDWARDSVILLE NO. 2
 DG9207_MARK LOGO: FGRAH 
 DG9207_PROJECTION: RECESSED 10 CENTIMETERS
 DG9207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9207+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9207_ROD/PIPE-DEPTH: 3.66 meters
 DG9207
 DG9207  HISTORY     - Date     Condition        Report By
 DG9207  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9207
 DG9207                          STATION DESCRIPTION
 DG9207
 DG9207'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9207'STATION IS ABOUT 2.4 KM (1.5 MILES) NORTHEAST OF GERMAN VALLEY AND
 DG9207'ABOUT 7.2 KM (4.5 MILES)  SOUTH OF RIDOTT (AIR LINE), IN SECTION 20, T
 DG9207'26 N, R 9 E, ON PROPERTY OWNED BY RANDOLPH  SCHNEIDERMAN. THIS STATION
 DG9207'IS 10M (33 FT) WEST OF THE CENTERLINE OF PAVEMENT OF  ROCK CITY ROAD,
 DG9207'0.3M (1 FT) EAST OF AN ORANGE CARSONITE WITNESS SIGN AND 12.3M (40.4
 DG9207'FT)  SOUTH OF A POWER POLE. MARK IS FLUSH WITH GROUND LEVEL.
 DG9207' 
 DG9207'TO REACH THE STATION FROM THE POST OFFICE ON CHURCH STREET IN GERMAN
 DG9207'VALLEY, GO EAST  ON CHURCH STREET 0.0 KM (150 FT) TO ROCK CITY ROAD,
 DG9207'THEN TURN LEFT (NORTH) ON ROCK CITY  ROAD 1.9 KM (1.1 MILES) TO THE
 DG9207'STATION ON THE LEFT (WEST).
 DG9207' 
 DG9207'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9207'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9207'10.7 CM BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA.
 DG9207'PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET
 DG9207'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2003 ***********************************************************************
 JB2003  DESIGNATION -  EDWARDSVILLE KETTLE R TREAT TK
 JB2003  PID         -  JB2003
 JB2003  STATE/COUNTY-  IL/MADISON
 JB2003  USGS QUAD   -  EDWARDSVILLE (1991)
 JB2003
 JB2003                         *CURRENT SURVEY CONTROL
 JB2003  ___________________________________________________________________
 JB2003* NAD 83(1997)-  38 46 51.95601(N)    089 57 10.58817(W)     ADJUSTED  
 JB2003* NAVD 88     -                                                        
 JB2003  ___________________________________________________________________
 JB2003  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 JB2003  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JB2003
 JB2003  HORZ ORDER  -  THIRD
 JB2003
 JB2003.The horizontal coordinates were established by classical geodetic methods
 JB2003.and adjusted by the National Geodetic Survey in October 1999..
 JB2003
 JB2003
 JB2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2003
 JB2003.The geoid height was determined by GEOID03.
 JB2003
 JB2003;                    North         East     Units Scale Factor Converg.
 JB2003;SPC IL W     -   234,691.451   718,570.101   MT  0.99994542   +0 08 01.9
 JB2003;SPC IL W     -   769,983.54  2,357,508.74   sFT  0.99994542   +0 08 01.9
 JB2003;UTM  16      - 4,296,627.612   243,488.937   MT  1.00041032   -1 51 02.1
 JB2003;UTM  15      - 4,296,896.038   764,688.366   MT  1.00046282   +1 54 34.6
 JB2003
 JB2003                          SUPERSEDED SURVEY CONTROL
 JB2003
 JB2003  NAD 83(1986)-  38 46 51.97272(N)    089 57 10.58084(W) AD(       ) 4
 JB2003  NAD 27      -  38 46 51.80400(N)    089 57 10.21900(W) AD(       ) 3
 JB2003
 JB2003.Superseded values are not recommended for survey control.
 JB2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2003.See file dsdata.txt to determine how the superseded data were derived.
 JB2003
 JB2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4348996628(NAD 83)
 JB2003_MARKER: 51 = TANK
 JB2003
 JB2003  HISTORY     - Date     Condition        Report By
 JB2003  HISTORY     - 1934     FIRST OBSERVED   CGS
 JB2003
 JB2003                          STATION DESCRIPTION
 JB2003
 JB2003'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2001 ***********************************************************************
 JB2001  DESIGNATION -  EDWARDSVILLE MUNICIPAL TANK
 JB2001  PID         -  JB2001
 JB2001  STATE/COUNTY-  IL/MADISON
 JB2001  USGS QUAD   -  EDWARDSVILLE (1991)
 JB2001
 JB2001                         *CURRENT SURVEY CONTROL
 JB2001  ___________________________________________________________________
 JB2001* NAD 83(1997)-  38 48 15.24884(N)    089 57 04.57016(W)     ADJUSTED  
 JB2001* NAVD 88     -                                                        
 JB2001  ___________________________________________________________________
 JB2001  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 JB2001  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JB2001
 JB2001  HORZ ORDER  -  THIRD
 JB2001
 JB2001.The horizontal coordinates were established by classical geodetic methods
 JB2001.and adjusted by the National Geodetic Survey in October 1999..
 JB2001
 JB2001
 JB2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2001
 JB2001.The geoid height was determined by GEOID03.
 JB2001
 JB2001;                    North         East     Units Scale Factor Converg.
 JB2001;SPC IL W     -   237,260.107   718,709.299   MT  0.99994549   +0 08 05.9
 JB2001;SPC IL W     -   778,410.87  2,357,965.43   sFT  0.99994549   +0 08 05.9
 JB2001;UTM  16      - 4,299,191.095   243,717.127   MT  1.00040888   -1 51 01.6
 JB2001;UTM  15      - 4,299,469.105   764,747.912   MT  1.00046320   +1 54 41.9
 JB2001
 JB2001                          SUPERSEDED SURVEY CONTROL
 JB2001
 JB2001  NAD 83(1986)-  38 48 15.26478(N)    089 57 04.56350(W) AD(       ) 4
 JB2001  NAD 27      -  38 48 15.09300(N)    089 57 04.20200(W) AD(       ) 3
 JB2001
 JB2001.Superseded values are not recommended for survey control.
 JB2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2001.See file dsdata.txt to determine how the superseded data were derived.
 JB2001
 JB2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4371799191(NAD 83)
 JB2001_MARKER: 53 = ELEVATED TANK
 JB2001
 JB2001  HISTORY     - Date     Condition        Report By
 JB2001  HISTORY     - 1934     FIRST OBSERVED   CGS
 JB2001  HISTORY     - 1959     GOOD             CGS
 JB2001  HISTORY     - 1969     GOOD             CGS
 JB2001  HISTORY     - 1971     GOOD             NGS
 JB2001
 JB2001                          STATION DESCRIPTION
 JB2001
 JB2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HJB)
 JB2001'NO PRIOR DESCRIPTION.  RECOVERED IN GOOD CONDITION.
 JB2001'
 JB2001'LOCATED IN THE TOWN OF EDWARDSVILLE ON THE WEST SIDE OF SOUTH
 JB2001'BUCHANAN STREET,
 JB2001'ABOUT 300 FEET SOUTH OF THE N Y - CHICAGO AND S L R R
 JB2001'CROSSING, AND OPPOSITE THE
 JB2001'ENTRANCE TO PARK PLACE.  A 6-LEGGED,
 JB2001'SILVER PAINTED, STEEL WATER TANK WITH CONICAL
 JB2001'ROOF AND HEMISPHERICAL
 JB2001'BOTTOM, ERECTED PRIOR TO 1934.
 JB2001
 JB2001                          STATION RECOVERY (1969)
 JB2001
 JB2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 JB2001'IN THE CITY OF EDWARDSVILLE.
 JB2001'
 JB2001'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JB2001
 JB2001                          STATION RECOVERY (1971)
 JB2001
 JB2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 JB2001'THE STATION WAS RECOVERED AS DESCRIBED.
 JB2001'
 JB2001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EDWARDSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2004 ***********************************************************************
 JB2004  DESIGNATION -  EDWARDSVILLE MUNICIPAL SPIPE
 JB2004  PID         -  JB2004
 JB2004  STATE/COUNTY-  IL/MADISON
 JB2004  USGS QUAD   -  EDWARDSVILLE (1991)
 JB2004
 JB2004                         *CURRENT SURVEY CONTROL
 JB2004  ___________________________________________________________________
 JB2004* NAD 83(1997)-  38 48 54.73694(N)    089 57 33.42903(W)     ADJUSTED  
 JB2004* NAVD 88     -                                                        
 JB2004  ___________________________________________________________________
 JB2004  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 JB2004  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JB2004
 JB2004  HORZ ORDER  -  THIRD
 JB2004
 JB2004.The horizontal coordinates were established by classical geodetic methods
 JB2004.and adjusted by the National Geodetic Survey in October 1999..
 JB2004
 JB2004
 JB2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2004
 JB2004.The geoid height was determined by GEOID03.
 JB2004
 JB2004;                    North         East     Units Scale Factor Converg.
 JB2004;SPC IL W     -   238,476.107   718,010.240   MT  0.99994517   +0 07 48.0
 JB2004;SPC IL W     -   782,400.36  2,355,671.93   sFT  0.99994517   +0 07 48.0
 JB2004;UTM  16      - 4,300,431.164   243,060.316   MT  1.00041303   -1 51 21.3
 JB2004;UTM  15      - 4,300,663.460   764,011.104   MT  1.00045840   +1 54 25.4
 JB2004
 JB2004                          SUPERSEDED SURVEY CONTROL
 JB2004
 JB2004  NAD 83(1986)-  38 48 54.75254(N)    089 57 33.42145(W) AD(       ) 4
 JB2004  NAD 27      -  38 48 54.58300(N)    089 57 33.05500(W) AD(       ) 3
 JB2004
 JB2004.Superseded values are not recommended for survey control.
 JB2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2004.See file dsdata.txt to determine how the superseded data were derived.
 JB2004
 JB2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ4306000431(NAD 83)
 JB2004_MARKER: 52 = STANDPIPE TANK
 JB2004
 JB2004  HISTORY     - Date     Condition        Report By
 JB2004  HISTORY     - 1934     FIRST OBSERVED   CGS
 JB2004  HISTORY     - 1959     GOOD             CGS
 JB2004
 JB2004                          STATION DESCRIPTION
 JB2004
 JB2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HJB)
 JB2004'NO PRIOR DESCRIPTION.  RECOVERED IN GOOD CONDITION.
 JB2004'
 JB2004'LOCATED IN THE TOWN OF EDWARDSVILLE AT THE NORTH CORNER OF THE
 JB2004'INTERSECTION OF NORTH
 JB2004'MAIN STREET AND WEST HIGH STREET.  A SILVER PAINTED,
 JB2004'CYLINDRICAL WATER TANK
 JB2004'SUPPORTED BY AN OCTAGONAL, CONCRETE AND BRICK
 JB2004'TOWER, ERECTED IN 1898.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2002 ***********************************************************************
 JB2002  DESIGNATION -  EDWARDSVILLE RICHARDS CO STK
 JB2002  PID         -  JB2002
 JB2002  STATE/COUNTY-  IL/MADISON
 JB2002  USGS QUAD   -  EDWARDSVILLE (1991)
 JB2002
 JB2002                         *CURRENT SURVEY CONTROL
 JB2002  ___________________________________________________________________
 JB2002* NAD 83(1997)-  38 48 36.31167(N)    089 56 44.37218(W)     ADJUSTED  
 JB2002* NAVD 88     -                                                        
 JB2002  ___________________________________________________________________
 JB2002  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 JB2002  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JB2002
 JB2002  HORZ ORDER  -  THIRD
 JB2002
 JB2002.The horizontal coordinates were established by classical geodetic methods
 JB2002.and adjusted by the National Geodetic Survey in October 1999..
 JB2002
 JB2002
 JB2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2002
 JB2002.The geoid height was determined by GEOID03.
 JB2002
 JB2002;                    North         East     Units Scale Factor Converg.
 JB2002;SPC IL W     -   237,910.739   719,195.060   MT  0.99994571   +0 08 18.7
 JB2002;SPC IL W     -   780,545.48  2,359,559.13   sFT  0.99994571   +0 08 18.7
 JB2002;UTM  16      - 4,299,824.799   244,225.373   MT  1.00040567   -1 50 49.8
 JB2002;UTM  15      - 4,300,134.831   765,213.507   MT  1.00046624   +1 54 55.4
 JB2002
 JB2002                          SUPERSEDED SURVEY CONTROL
 JB2002
 JB2002  NAD 83(1986)-  38 48 36.32735(N)    089 56 44.36551(W) AD(       ) 4
 JB2002  NAD 27      -  38 48 36.15600(N)    089 56 44.00400(W) AD(       ) 3
 JB2002
 JB2002.Superseded values are not recommended for survey control.
 JB2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2002.See file dsdata.txt to determine how the superseded data were derived.
 JB2002
 JB2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4422599825(NAD 83)
 JB2002_MARKER: 63 = STACK
 JB2002
 JB2002  HISTORY     - Date     Condition        Report By
 JB2002  HISTORY     - 1934     FIRST OBSERVED   CGS
 JB2002  HISTORY     - 1957     GOOD             CGS
 JB2002
 JB2002                          STATION DESCRIPTION
 JB2002
 JB2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LVS)
 JB2002'NO PREVIOUS DESCRIPTION.  INTERSECTION STATION RECOVERED WAS A RED
 JB2002'BRICK STACK ABOUT
 JB2002'115 FEET HIGH AT THE RICHARDS BRICK CO, LOCATED IN
 JB2002'THE EAST CENTRAL SECTION OF
 JB2002'EDWARDSVILLE ABOUT 350 FEET EAST OF
 JB2002'SPRINGER AVENUE, AND ABOUT 300 FEET NORTH OF
 JB2002'THE NEW YORK, CHICAGO,
 JB2002'AND ST LOUIS RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1471 ***********************************************************************
 NH1471  DESIGNATION -  EDWARS
 NH1471  PID         -  NH1471
 NH1471  STATE/COUNTY-  IL/WINNEBAGO
 NH1471  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH1471
 NH1471                         *CURRENT SURVEY CONTROL
 NH1471  ___________________________________________________________________
 NH1471* NAD 83(1997)-  42 11 30.59647(N)    089 05 11.04714(W)     ADJUSTED  
 NH1471* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 NH1471  ___________________________________________________________________
 NH1471  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 NH1471  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NH1471
 NH1471  HORZ ORDER  -  SECOND
 NH1471
 NH1471.The horizontal coordinates were established by classical geodetic methods
 NH1471.and adjusted by the National Geodetic Survey in October 1999..
 NH1471
 NH1471.The orthometric height was scaled from a topographic map.
 NH1471
 NH1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1471
 NH1471.The geoid height was determined by GEOID03.
 NH1471
 NH1471;                    North         East     Units Scale Factor Converg.
 NH1471;SPC IL W     -   613,954.098   789,226.714   MT  1.00003910   +0 43 32.1
 NH1471;SPC IL W     - 2,014,281.07  2,589,321.31   sFT  1.00003910   +0 43 32.1
 NH1471;SPC IL E     -   613,684.437   237,796.810   MT  1.00002259   -0 30 20.8
 NH1471;SPC IL E     - 2,013,396.36    780,171.70   sFT  1.00002259   -0 30 20.8
 NH1471;UTM  16      - 4,673,182.625   327,725.299   MT  0.99996519   -1 24 05.8
 NH1471
 NH1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1471!SPC IL W     -   0.99997055  x   1.00003910  =   1.00000965
 NH1471!SPC IL E     -   0.99997055  x   1.00002259  =   0.99999314
 NH1471!UTM  16      -   0.99997055  x   0.99996519  =   0.99993574
 NH1471
 NH1471:                Primary Azimuth Mark                     Grid Az
 NH1471:SPC IL W     -  GRANT RESET                              023 04 05.2
 NH1471:SPC IL E     -  GRANT RESET                              024 17 58.1
 NH1471:UTM  16      -  GRANT RESET                              025 11 43.1
 NH1471
 NH1471|---------------------------------------------------------------------|
 NH1471| PID    Reference Object                     Distance      Geod. Az  |
 NH1471|                                                           dddmmss.s |
 NH1471| NH0604 GRANT RESET                         APPROX. 0.9 KM 0234737.3 |
 NH1471| CI8588 EDWARS RM                             6.210 METERS 21458     |
 NH1471|---------------------------------------------------------------------|
 NH1471
 NH1471                          SUPERSEDED SURVEY CONTROL
 NH1471
 NH1471  NAD 83(1997)-  42 11 30.59697(N)    089 05 11.04869(W) AD(       ) 2
 NH1471  NAD 83(1986)-  42 11 30.59523(N)    089 05 11.05318(W) AD(       ) 2
 NH1471  NAD 27      -  42 11 30.51860(N)    089 05 10.66930(W) AD(       ) 2
 NH1471
 NH1471.Superseded values are not recommended for survey control.
 NH1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1471.See file dsdata.txt to determine how the superseded data were derived.
 NH1471
 NH1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2772573183(NAD 83)
 NH1471_MARKER: DS = TRIANGULATION STATION DISK
 NH1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1471
 NH1471  HISTORY     - Date     Condition        Report By
 NH1471  HISTORY     - 1920     MONUMENTED       CGS
 NH1471  HISTORY     - 1953     GOOD             CGS
 NH1471  HISTORY     - 1954     GOOD             CGS
 NH1471  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NH1471  HISTORY     - 19970316 MARK NOT FOUND   USPSQD
 NH1471
 NH1471                          STATION DESCRIPTION
 NH1471
 NH1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1471'STATION IS ABOUT 5-1/2 MILES S OF ROCKFORD, ON THE W SIDE OF
 NH1471'THE CHICAGO, BURLINGTON AND QUINCY RAILROD TRACK, ON THE S
 NH1471'EDGE OF CAMP GRANT, 60 YARDS S OF RAILROAD BRIDGE 18-12, 100
 NH1471'YARDS N OF AN OVERHEAD BRIDGE, AND 4.76 METERS (15.62 FEET)
 NH1471'W OF THE W AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND
 NH1471'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH1471'THE REFERENCE MARK
 NH1471'IS ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE, 6.21
 NH1471'METERS (20.37 FEET) FROM THE STATION, S 34 DEG 58 MIN W.
 NH1471
 NH1471                          STATION RECOVERY (1953)
 NH1471
 NH1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 NH1471'STATION WAS RECOVERED BUT OLD DESCRIPTION WAS VERY POOR.
 NH1471'
 NH1471'STATION IS ABOUT 5-1/2 MI. S OF ROCKFORD, ON THE W SIDE OF
 NH1471'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 221 FT. S OF
 NH1471'THE SW ABUTMENT OF RAILROAD BRIDGE NO. 1812, 372 FT. N OF THE
 NH1471'RAILROAD MILEPOST NO. 18, 61 FT. W-SW OF THE SECOND TELEGRAPH
 NH1471'POLE S OF RAILROAD BRIDGE NO. 1812, 48 FT. E OF THE CENTERLINE
 NH1471'OF A CONCRETE ROAD, AND 15.8 FT. W OF THE W RAIL.  MARK IS
 NH1471'STAMPED EDWARS 1920 726.475.
 NH1471'
 NH1471'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 NH1471
 NH1471                          STATION RECOVERY (1954)
 NH1471
 NH1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1471'THIS TRAVERSE-STATION MARK WAS RECOVERED AS DESCRIBED IN
 NH1471'1920, EXCEPT ADD--
 NH1471'
 NH1471'TO REACH FROM THE E ENTRANCE TO ROCKFORD GREATER AIRPORT ON U.S.
 NH1471'HIGHWAY 51, GO W ON AIRPORT ROAD FOR 0.55 MI. TO A CHECKERED
 NH1471'WATER TANK, TURN LEFT AND GO S FOR 1.05 MI. TO A T-ROAD, TURN
 NH1471'LEFT AND GO SE FOR 0.25 MI. TO THE STATION AT THE LEFT.  THIS
 NH1471'IS 0.05 MI. SE OF A ROAD BRIDGE, AND 7 RAIL LENGTHS S-SE OF
 NH1471'RAILROAD BRIDGE 18-12.
 NH1471'
 NH1471'THE REFERENCE MARK COULD NOT BE FOUND.
 NH1471
 NH1471                          STATION RECOVERY (1960)
 NH1471
 NH1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 NH1471'THE SURFACE STATION MARK WAS FOUND IN THE TOP OF A BROKEN
 NH1471'PORTION OF THE CONCRETE MONUMENT WHICH WAS ABOUT 2 FEET BELOW
 NH1471'THE SURFACE OF THE GROUND.  THE REMAINING PORTION OF THE
 NH1471'MONUMENT WAS NOT FOUND.  THE UNDERGROUND STATION MARK WAS NOT
 NH1471'RECOVERED.
 NH1471'
 NH1471'THE UNDERGROUND STATION MARK SHOULD NOT BE CONSIDERED LOST.  WITH
 NH1471'ADEQUATE TIME A RESECTION COULD BE OBTAINED TO A TEMPORARY
 NH1471'POINT AND THE AZIMUTH AND DISTANCE TO THE UNDERGROUND MARK COULD
 NH1471'BE COMPUTED AND RECOVERED.  WITH ALL CONTROL PREVIOUSLY
 NH1471'ESTABLISHED THIS PARTY COULD NOT FORFEIT THE TIME TO DO SUCH.
 NH1471
 NH1471                          STATION RECOVERY (1997)
 NH1471
 NH1471'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3801 ***********************************************************************
 DH3801  DESIGNATION -  EFF01
 DH3801  PID         -  DH3801
 DH3801  STATE/COUNTY-  IL/EFFINGHAM
 DH3801  USGS QUAD   -  SHUMWAY (1985)
 DH3801
 DH3801                         *CURRENT SURVEY CONTROL
 DH3801  ___________________________________________________________________
 DH3801* NAD 83(1997)-  39 08 01.17331(N)    088 42 36.66165(W)     ADJUSTED  
 DH3801* NAVD 88     -       191.8    (meters)     629.     (feet)  GPS OBS   
 DH3801  ___________________________________________________________________
 DH3801  X           -     111,514.993 (meters)                     COMP
 DH3801  Y           -  -4,952,844.484 (meters)                     COMP
 DH3801  Z           -   4,003,938.584 (meters)                     COMP
 DH3801  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DH3801  ELLIP HEIGHT-         159.79  (meters)          (06/10/05) GPS OBS
 DH3801  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DH3801
 DH3801  HORZ ORDER  -  B
 DH3801  ELLP ORDER  -  THIRD     CLASS II
 DH3801
 DH3801.The horizontal coordinates were established by GPS observations
 DH3801.and adjusted by the National Geodetic Survey in June 2005..
 DH3801
 DH3801.The orthometric height was determined by GPS observations and a
 DH3801.high-resolution geoid model.
 DH3801
 DH3801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3801
 DH3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3801
 DH3801.The ellipsoidal height was determined by GPS observations
 DH3801.and is referenced to NAD 83.
 DH3801
 DH3801.The geoid height was determined by GEOID03.
 DH3801
 DH3801;                    North         East     Units Scale Factor Converg.
 DH3801;SPC IL E     -   273,883.717   267,417.074   MT  0.99998807   -0 14 16.2
 DH3801;SPC IL E     -   898,566.83    877,350.85   sFT  0.99998807   -0 14 16.2
 DH3801;UTM  16      - 4,333,001.565   352,186.690   MT  0.99986903   -1 04 46.4
 DH3801
 DH3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3801!SPC IL E     -   0.99997493  x   0.99998807  =   0.99996300
 DH3801!UTM  16      -   0.99997493  x   0.99986903  =   0.99984396
 DH3801
 DH3801                          SUPERSEDED SURVEY CONTROL
 DH3801
 DH3801.No superseded survey control is available for this station.
 DH3801
 DH3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ5218733002(NAD 83)
 DH3801_MARKER: DD = SURVEY DISK
 DH3801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3801_STAMPING: EFF01 2005
 DH3801_MARK LOGO: ILDT  
 DH3801_PROJECTION: FLUSH
 DH3801_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3801+STABILITY: SURFACE MOTION
 DH3801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3801+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 DH3801
 DH3801  HISTORY     - Date     Condition        Report By
 DH3801  HISTORY     - 2005     MONUMENTED       ILDT
 DH3801  HISTORY     - 20050317 GOOD             ILDT
 DH3801
 DH3801                          STATION DESCRIPTION
 DH3801
 DH3801'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH3801'TO REACH FROM THE INTERSECTION OF RT.33 AND RT.128 JUST WEST OF
 DH3801'BEECHER CITY IL, GO SOUTH ON RT. 128 FOR 2.9 MILES TO COUNTY ROAD 6
 DH3801'(MOCCASIN ROAD), TURN LEFT AND GO EAST 5.10 MILES TO COUNTY 500E, TURN
 DH3801'RIGHT AND GO 1 MILE TO THE STATION ON THE RIGHT. IT IS IN THE
 DH3801'SOUTHWEST QUADRANT OF ROADS 500E AND 1500N. THE MARK  IS 27.8  FT.
 DH3801'SOUTH OF CR. 1500N, IT IS 24.8 FT. WEST OF CR. ROAD 500E. AND 11.8 FT.
 DH3801'SOUTHWEST OF A METAL PIPE CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3802 ***********************************************************************
 DH3802  DESIGNATION -  EFF02
 DH3802  PID         -  DH3802
 DH3802  STATE/COUNTY-  IL/EFFINGHAM
 DH3802  USGS QUAD   -  BEECHER CITY (1983)
 DH3802
 DH3802                         *CURRENT SURVEY CONTROL
 DH3802  ___________________________________________________________________
 DH3802* NAD 83(1997)-  39 10 47.45469(N)    088 48 19.07907(W)     ADJUSTED  
 DH3802* NAVD 88     -       187.4    (meters)     615.     (feet)  GPS OBS   
 DH3802  ___________________________________________________________________
 DH3802  X           -     103,225.107 (meters)                     COMP
 DH3802  Y           -  -4,949,781.983 (meters)                     COMP
 DH3802  Z           -   4,007,912.114 (meters)                     COMP
 DH3802  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DH3802  ELLIP HEIGHT-         155.32  (meters)          (06/10/05) GPS OBS
 DH3802  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DH3802
 DH3802  HORZ ORDER  -  FIRST
 DH3802  ELLP ORDER  -  THIRD     CLASS II
 DH3802
 DH3802.The horizontal coordinates were established by GPS observations
 DH3802.and adjusted by the National Geodetic Survey in June 2005..
 DH3802
 DH3802.The orthometric height was determined by GPS observations and a
 DH3802.high-resolution geoid model.
 DH3802
 DH3802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3802
 DH3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3802
 DH3802.The ellipsoidal height was determined by GPS observations
 DH3802.and is referenced to NAD 83.
 DH3802
 DH3802.The geoid height was determined by GEOID03.
 DH3802
 DH3802;                    North         East     Units Scale Factor Converg.
 DH3802;SPC IL E     -   279,049.934   259,219.877   MT  0.99999547   -0 17 53.4
 DH3802;SPC IL E     -   915,516.33    850,457.21   sFT  0.99999547   -0 17 53.4
 DH3802;UTM  16      - 4,338,287.134   344,067.182   MT  0.99989940   -1 08 26.7
 DH3802
 DH3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3802!SPC IL E     -   0.99997563  x   0.99999547  =   0.99997110
 DH3802!UTM  16      -   0.99997563  x   0.99989940  =   0.99987503
 DH3802
 DH3802                          SUPERSEDED SURVEY CONTROL
 DH3802
 DH3802.No superseded survey control is available for this station.
 DH3802
 DH3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4406738287(NAD 83)
 DH3802_MARKER: DD = SURVEY DISK
 DH3802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3802_STAMPING: EFF02 2005
 DH3802_MARK LOGO: ILDT  
 DH3802_PROJECTION: FLUSH
 DH3802_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3802+STABILITY: SURFACE MOTION
 DH3802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3802+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 DH3802
 DH3802  HISTORY     - Date     Condition        Report By
 DH3802  HISTORY     - 2005     MONUMENTED       ILDT
 DH3802  HISTORY     - 20050317 GOOD             ILDT
 DH3802
 DH3802                          STATION DESCRIPTION
 DH3802
 DH3802'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH3802'TO REACH FROM THE INTERSECTION OF RT. 33 AND RT. 128 JUST WEST OF
 DH3802'BEECHER CITY IL, GO SOUTH ON RT. 128 FOR .50 MILE TO THE STATION ON
 DH3802'THE LEFT. IT IS IN THE SOUTHEAST QUADRANT OF RT. 128 AND 1850TH AVE.
 DH3802'THE MARK IS 42.1 FT. EAST OF RT. 128, IT IS  23.7 FT. NORTH OF A
 DH3802'R.O.W. MARKER AND 63.6 FT. WEST OF THE NORTHWEST CORNER OF  A SMALL
 DH3802'BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0612 ***********************************************************************
 NH0612  DESIGNATION -  EFFINGHAM
 NH0612  PID         -  NH0612
 NH0612  STATE/COUNTY-  IL/WINNEBAGO
 NH0612  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0612
 NH0612                         *CURRENT SURVEY CONTROL
 NH0612  ___________________________________________________________________
 NH0612* NAD 83(1997)-  42 10 35.17020(N)    089 05 10.17190(W)     ADJUSTED  
 NH0612* NAVD 88     -       216.461  (meters)     710.17   (feet)  ADJUSTED  
 NH0612  ___________________________________________________________________
 NH0612  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NH0612  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NH0612  DYNAMIC HT  -         216.390 (meters)     709.94  (feet)  COMP
 NH0612  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 NH0612
 NH0612  HORZ ORDER  -  SECOND
 NH0612  VERT ORDER  -  FIRST     CLASS II
 NH0612
 NH0612.The horizontal coordinates were established by classical geodetic methods
 NH0612.and adjusted by the National Geodetic Survey in October 1999..
 NH0612
 NH0612.The orthometric height was determined by differential leveling
 NH0612.and adjusted by the National Geodetic Survey in June 1991..
 NH0612
 NH0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0612
 NH0612.The geoid height was determined by GEOID03.
 NH0612
 NH0612.The dynamic height is computed by dividing the NAVD 88
 NH0612.geopotential number by the normal gravity value computed on the
 NH0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0612.degrees latitude (g = 980.6199 gals.).
 NH0612
 NH0612.The modeled gravity was interpolated from observed gravity values.
 NH0612
 NH0612;                    North         East     Units Scale Factor Converg.
 NH0612;SPC IL W     -   612,244.262   789,268.454   MT  1.00003919   +0 43 31.9
 NH0612;SPC IL W     - 2,008,671.38  2,589,458.25   sFT  1.00003919   +0 43 31.9
 NH0612;SPC IL E     -   611,974.128   237,801.802   MT  1.00002258   -0 30 19.7
 NH0612;SPC IL E     - 2,007,785.12    780,188.08   sFT  1.00002258   -0 30 19.7
 NH0612;UTM  16      - 4,671,472.545   327,703.556   MT  0.99996528   -1 24 03.7
 NH0612
 NH0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0612!SPC IL W     -   0.99997125  x   1.00003919  =   1.00001044
 NH0612!SPC IL E     -   0.99997125  x   1.00002258  =   0.99999383
 NH0612!UTM  16      -   0.99997125  x   0.99996528  =   0.99993653
 NH0612
 NH0612|---------------------------------------------------------------------|
 NH0612| PID    Reference Object                     Distance      Geod. Az  |
 NH0612|                                                           dddmmss.s |
 NH0612| NH0613 EFFINGHAM RM                          6.160 METERS 09914     |
 NH0612| NH1471 EDWARS                              APPROX. 1.7 KM 3591938.0 |
 NH0612|---------------------------------------------------------------------|
 NH0612
 NH0612                          SUPERSEDED SURVEY CONTROL
 NH0612
 NH0612  NAD 83(1997)-  42 10 35.17070(N)    089 05 10.17351(W) AD(       ) 2
 NH0612  NAD 83(1986)-  42 10 35.16875(N)    089 05 10.17918(W) AD(       ) 2
 NH0612  NAD 27      -  42 10 35.08980(N)    089 05 09.79490(W) AD(       ) 2
 NH0612  NGVD 29 (??/??/92)  216.514  (m)          710.35   (f) ADJ UNCH    1 2
 NH0612
 NH0612.Superseded values are not recommended for survey control.
 NH0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0612.See file dsdata.txt to determine how the superseded data were derived.
 NH0612
 NH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2770471473(NAD 83)
 NH0612_MARKER: DS = TRIANGULATION STATION DISK
 NH0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0612_STAMPING: 710.366 EFFINGHAM 1920
 NH0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0612+STABILITY: SURFACE MOTION
 NH0612
 NH0612  HISTORY     - Date     Condition        Report By
 NH0612  HISTORY     - 1920     MONUMENTED       CGS
 NH0612  HISTORY     - 1952     SEE DESCRIPTION  CBQRR
 NH0612  HISTORY     - 1953     GOOD             CGS
 NH0612  HISTORY     - 1954     GOOD             CGS
 NH0612  HISTORY     - 1960     GOOD             CGS
 NH0612  HISTORY     - 1960     GOOD             NGS
 NH0612  HISTORY     - 1972     GOOD             ILDT
 NH0612  HISTORY     - 19970321 GOOD             USPSQD
 NH0612
 NH0612                          STATION DESCRIPTION
 NH0612
 NH0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0612'STATION IS ABOUT 6-1/2 MILES S OF ROCKFORD, ON THE E SIDE
 NH0612'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 3/4 MILE
 NH0612'S OF NEW MILFORD RAILROAD STATION, 100 YARDS S OF A ROAD
 NH0612'CROSSING, 50 YARDS N OF THE S END OF THE FIRST CUT S OF NEW
 NH0612'MILFORD RAILROAD STATION, AND 7.69 METERS (25.23 FEET) E OF THE
 NH0612'E AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND REFERENCE
 NH0612'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0612'THE REFERENCE MARK IS ON THE SAME
 NH0612'SIDE OF THE TRACK, NEAR THE FENCE LINE, 6.16 METERS (20.21
 NH0612'FEET) FROM THE STATION, S 80 DEG 46 MIN E.
 NH0612
 NH0612                          STATION RECOVERY (1952)
 NH0612
 NH0612'RECOVERY NOTE BY BURLINGTON RAILROAD 1952 (FXF)
 NH0612'STATION DESTROYED.
 NH0612'
 NH0612'EAST PIER, OVERHEAD HIGHWAY BRIDGE M.P. 17.02 REMOVED STATION
 NH0612'MARK.  REFERENCE MARK COVERED BY FILL OF EMBANKMENT OF HIGHWAY
 NH0612'BELT LINE ROUTE, NO. 51 TO NO. 2.
 NH0612
 NH0612                          STATION RECOVERY (1953)
 NH0612
 NH0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 NH0612'STATION WAS RECOVERED BUT DESCRIPTION IS POOR.  CULTURE IN
 NH0612'VICINITY OF STATION HAS CHANGED.
 NH0612'
 NH0612'STATION IS ABOUT 6-1/2 MI. S OF ROCKFORD, ON THE W SIDE OF
 NH0612'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 88 FT. S
 NH0612'OF THE S END OF THE E PIER OF HIGHWAY OVERPASS, 69 FT. NW OF
 NH0612'A CONCRETE FENCE CORNER, 39 FT. NE OF RAILROAD MILEPOST NO.
 NH0612'17, 233 FT. NE OF THE NE CORNER OF THE FRAME RESIDENCE OF
 NH0612'W.S. BAXTER, AND 7.69 M. (25.23 FT.) E OF THE E RAIL.  MARK IS
 NH0612'STAMPED EFFINGHAM 1920 710.366.
 NH0612'
 NH0612'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 NH0612'
 NH0612'REFERENCE MARK IS STAMPED EFFINGHAM 1920 710.527.
 NH0612
 NH0612                          STATION RECOVERY (1954)
 NH0612
 NH0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0612'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1920
 NH0612'DESCRIPTION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 NH0612'FOLLOWING CHANGE AND ADDITIONS--
 NH0612'
 NH0612'CHANGE 100 YD. S OF ROAD CROSSING TO 3 RAIL LENGTHS AND 10 FT.
 NH0612'S OF THE S EDGE OF THE CONCRETE OVERPASS.
 NH0612'
 NH0612'ADD 1 RAIL LENGTH AND 8 FT. N OF MILEPOST 17.
 NH0612'
 NH0612'TO REACH FROM THE JUNCTION OF STATE ROUTE 2 AND U.S. HIGHWAY
 NH0612'51, GO NW ON STATE HIGHWAY 2 FOR 1.1 MI. TO A CONCRETE OVERPASS
 NH0612'OVER THE TRACKS AND THE STATION ON THE LEFT AT THE E SIDE OF THE
 NH0612'TRACKS.
 NH0612
 NH0612                          STATION RECOVERY (1960)
 NH0612
 NH0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 NH0612'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AND FOUND TO
 NH0612'BE AS DESCRIBED.  THE DISTANCE TO THE REFERENCE MARK WAS
 NH0612'VERIFIED.  AN INSTRUMENT WAS NOT USED AT THIS STATION.
 NH0612
 NH0612                          STATION RECOVERY (1960)
 NH0612
 NH0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0612'4.2 MI S FROM ROCKFORD.
 NH0612'ABOUT 4.15 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0612'RAILROAD FROM THE CROSSING OF KISHWAUKEE STREET AT ROCKFORD,
 NH0612'40 1/2 FEET NORTH-NORTHEAST OF MILEPOST 17, IN S-26, R-1E,
 NH0612'T-43N, 25 FEET EAST OF THE EAST RAIL AND ON TOP OF A 5-FOOT-HIGH
 NH0612'CUT BANK, 87 FEET SOUTH OF THE SOUTHWEST CORNER OF SOUTH END OF
 NH0612'EAST CONCRETE PIER OF OVERPASS OF BELTLINE ROAD OVER THE TRACK,
 NH0612'IN LINE WITH THE WEST FACE OF SAME PIER, 20.2 FEET WEST OF R M
 NH0612'EFFINGHAM, DESCRIBED, 69 FEET NORTHWEST OF A CONCRETE FENCE
 NH0612'CORNER POST, ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 NH0612'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NH0612
 NH0612                          STATION RECOVERY (1972)
 NH0612
 NH0612'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RL)
 NH0612'EFFINGHAM 1920-GOOD
 NH0612'
 NH0612'EFFINGHAM 1920-REF. GOOD
 NH0612
 NH0612                          STATION RECOVERY (1997)
 NH0612
 NH0612'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6924 ***********************************************************************
 DE6924  DESIGNATION -  EFFINGHAM AZ YRD
 DE6924  PID         -  DE6924
 DE6924  STATE/COUNTY-  IL/EFFINGHAM
 DE6924  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 DE6924
 DE6924                         *CURRENT SURVEY CONTROL
 DE6924  ___________________________________________________________________
 DE6924* NAD 83(1997)-  39 06 41.05593(N)    088 34 21.93662(W)     ADJUSTED  
 DE6924* NAVD 88     -       179.1    (meters)     588.     (feet)  GPS OBS   
 DE6924  ___________________________________________________________________
 DE6924  X           -     123,432.617 (meters)                     COMP
 DE6924  Y           -  -4,954,111.435 (meters)                     COMP
 DE6924  Z           -   4,002,013.780 (meters)                     COMP
 DE6924  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DE6924  ELLIP HEIGHT-         147.10  (meters)          (02/03/05) GPS OBS
 DE6924  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DE6924
 DE6924  HORZ ORDER  -  FIRST
 DE6924  ELLP ORDER  -  FOURTH    CLASS II
 DE6924
 DE6924.The horizontal coordinates were established by GPS observations
 DE6924.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6924
 DE6924.The orthometric height was determined by GPS observations and a
 DE6924.high-resolution geoid model.
 DE6924
 DE6924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6924
 DE6924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6924
 DE6924.The ellipsoidal height was determined by GPS observations
 DE6924.and is referenced to NAD 83.
 DE6924
 DE6924.The geoid height was determined by GEOID03.
 DE6924
 DE6924;                    North         East     Units Scale Factor Converg.
 DE6924;SPC IL E     -   271,372.762   279,292.383   MT  0.99998028   -0 09 03.7
 DE6924;SPC IL E     -   890,328.80    916,311.76   sFT  0.99998028   -0 09 03.7
 DE6924;UTM  16      - 4,330,316.843   364,022.234   MT  0.99982767   -0 59 32.3
 DE6924
 DE6924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6924!SPC IL E     -   0.99997692  x   0.99998028  =   0.99995720
 DE6924!UTM  16      -   0.99997692  x   0.99982767  =   0.99980460
 DE6924
 DE6924:                Primary Azimuth Mark                     Grid Az
 DE6924:SPC IL E     -  EFFINGHAM YRD                            306 24 16.1
 DE6924:UTM  16      -  EFFINGHAM YRD                            307 14 44.7
 DE6924
 DE6924|---------------------------------------------------------------------|
 DE6924| PID    Reference Object                     Distance      Geod. Az  |
 DE6924|                                                           dddmmss.s |
 DE6924| DE6923 EFFINGHAM YRD                       425.266 METERS 3061512.4 |
 DE6924|---------------------------------------------------------------------|
 DE6924
 DE6924                          SUPERSEDED SURVEY CONTROL
 DE6924
 DE6924  ELLIP H (08/21/02)  147.12   (m)                       GP(       ) 3 1
 DE6924
 DE6924.Superseded values are not recommended for survey control.
 DE6924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6924.See file dsdata.txt to determine how the superseded data were derived.
 DE6924
 DE6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6402230317(NAD 83)
 DE6924_MARKER: DD = SURVEY DISK
 DE6924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6924_STAMPING: EFFINGHAM AZ YRD 1997
 DE6924_MARK LOGO: ILDT  
 DE6924_PROJECTION: FLUSH
 DE6924_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6924+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 DE6924
 DE6924  HISTORY     - Date     Condition        Report By
 DE6924  HISTORY     - 1997     MONUMENTED       ILDT
 DE6924  HISTORY     - 19990927 GOOD             ILDT
 DE6924
 DE6924                          STATION DESCRIPTION
 DE6924
 DE6924'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (BES)
 DE6924'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999, (DEL) .  TO
 DE6924'REACH FROM THE
 DE6924'INTERSECTION OF RTE. 32/33 AND US HIGHWAY 40 ON THE WEST SIDE OF
 DE6924'EFFINGHAM, GO SOUTH ON
 DE6924'US 40 (HENRIETTA ST FOR 0.35 MILE. TURN RIGHT AND GO SOUTHWESTERLY ON
 DE6924'US HIGHWAY 40 FOR
 DE6924'0.9 MILE TO  STATION ON RIGHT.  MARK IS 26.5 FT NORTH OF CENTER OF US
 DE6924'HIGHWAY 40
 DE6924'AND 11.0 FT EAST OF GRAVEL FIELD ENTERENCE
 DE6924' 
 DE6924'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1227 ***********************************************************************
 KB1227  DESIGNATION -  EFFINGHAM CIPS MICROWAVE MAST
 KB1227  PID         -  KB1227
 KB1227  STATE/COUNTY-  IL/EFFINGHAM
 KB1227  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB1227
 KB1227                         *CURRENT SURVEY CONTROL
 KB1227  ___________________________________________________________________
 KB1227* NAD 83(1997)-  39 06 41.82293(N)    088 33 02.84283(W)     ADJUSTED  
 KB1227* NAVD 88     -                                                        
 KB1227  ___________________________________________________________________
 KB1227  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 KB1227  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KB1227
 KB1227  HORZ ORDER  -  THIRD
 KB1227
 KB1227.The horizontal coordinates were established by classical geodetic methods
 KB1227.and adjusted by the National Geodetic Survey in October 1999..
 KB1227
 KB1227
 KB1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1227
 KB1227.The geoid height was determined by GEOID03.
 KB1227
 KB1227;                    North         East     Units Scale Factor Converg.
 KB1227;SPC IL E     -   271,391.635   281,192.632   MT  0.99997935   -0 08 13.8
 KB1227;SPC IL E     -   890,390.72    922,546.16   sFT  0.99997935   -0 08 13.8
 KB1227;UTM  16      - 4,330,307.816   365,922.260   MT  0.99982135   -0 58 42.4
 KB1227
 KB1227                          SUPERSEDED SURVEY CONTROL
 KB1227
 KB1227  NAD 83(1986)-  39 06 41.83628(N)    088 33 02.83602(W) AD(       ) 4
 KB1227  NAD 27      -  39 06 41.68700(N)    088 33 02.65900(W) AD(       ) 3
 KB1227
 KB1227.Superseded values are not recommended for survey control.
 KB1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1227.See file dsdata.txt to determine how the superseded data were derived.
 KB1227
 KB1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6592230308(NAD 83)
 KB1227_MARKER: 42 = RADIO/TV MAST
 KB1227
 KB1227  HISTORY     - Date     Condition        Report By
 KB1227  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1227
 KB1227                          STATION DESCRIPTION
 KB1227
 KB1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1227'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF EFFINGHAM, ABOUT 0.2
 KB1227'MILE WEST OF THE ILLINOIS CENTRAL RAILROAD TRACKS AND ABOUT
 KB1227'0.1 MILE SOUTH OF PAVED STREET.
 KB1227'
 KB1227'THE STATION IS A STEEL TOWER PAINTED RED AND WHITE WITH TWO
 KB1227'REFLECTORS NEAR THE TOP AND THE TOWER IS 340 FEET HIGH.
 KB1227'
 KB1227'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1230 ***********************************************************************
 KB1230  DESIGNATION -  EFFINGHAM MUNICIPAL TANK
 KB1230  PID         -  KB1230
 KB1230  STATE/COUNTY-  IL/EFFINGHAM
 KB1230  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB1230
 KB1230                         *CURRENT SURVEY CONTROL
 KB1230  ___________________________________________________________________
 KB1230* NAD 83(1997)-  39 07 03.14782(N)    088 32 47.82457(W)     ADJUSTED  
 KB1230* NAVD 88     -                                                        
 KB1230  ___________________________________________________________________
 KB1230  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 KB1230  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB1230
 KB1230  HORZ ORDER  -  THIRD
 KB1230
 KB1230.The horizontal coordinates were established by classical geodetic methods
 KB1230.and adjusted by the National Geodetic Survey in October 1999..
 KB1230
 KB1230
 KB1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1230
 KB1230.The geoid height was determined by GEOID03.
 KB1230
 KB1230;                    North         East     Units Scale Factor Converg.
 KB1230;SPC IL E     -   272,048.386   281,554.982   MT  0.99997919   -0 08 04.4
 KB1230;SPC IL E     -   892,545.41    923,734.97   sFT  0.99997919   -0 08 04.4
 KB1230;UTM  16      - 4,330,959.072   366,294.156   MT  0.99982013   -0 58 33.3
 KB1230
 KB1230                          SUPERSEDED SURVEY CONTROL
 KB1230
 KB1230  NAD 83(1986)-  39 07 03.16096(N)    088 32 47.81795(W) AD(       ) 4
 KB1230  NAD 27      -  39 07 03.01400(N)    088 32 47.63900(W) AD(       ) 3
 KB1230
 KB1230.Superseded values are not recommended for survey control.
 KB1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1230.See file dsdata.txt to determine how the superseded data were derived.
 KB1230
 KB1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6629430959(NAD 83)
 KB1230_MARKER: 53 = ELEVATED TANK
 KB1230
 KB1230  HISTORY     - Date     Condition        Report By
 KB1230  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1230
 KB1230                          STATION DESCRIPTION
 KB1230
 KB1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1230'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 KB1230'WEST NATIONAL AVENUE AND SOUTH BANKER STREET IN EFFINGHAM.
 KB1230'
 KB1230'THE STATION IS THE FINIAL ON TOP OF A LARGE SQUATTY TANK WHICH IS
 KB1230'SUPPORTED BY 8 LEGS AND HAS A LARGE CENTER PIPE FROM THE
 KB1230'GROUND TO THE BOTTOM OF THE TANK. THE TANK IS 140 FEET HIGH AND HAS
 KB1230'TWO RED LIGHTS ON TOP WHICH ARE NOT CENTERED ON THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1229 ***********************************************************************
 KB1229  DESIGNATION -  EFFINGHAM RAD STA WCRA MAST
 KB1229  PID         -  KB1229
 KB1229  STATE/COUNTY-  IL/EFFINGHAM
 KB1229  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB1229
 KB1229                         *CURRENT SURVEY CONTROL
 KB1229  ___________________________________________________________________
 KB1229* NAD 83(1997)-  39 06 26.91203(N)    088 33 44.13371(W)     ADJUSTED  
 KB1229* NAVD 88     -                                                        
 KB1229  ___________________________________________________________________
 KB1229  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 KB1229  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KB1229
 KB1229  HORZ ORDER  -  THIRD
 KB1229
 KB1229.The horizontal coordinates were established by classical geodetic methods
 KB1229.and adjusted by the National Geodetic Survey in October 1999..
 KB1229
 KB1229
 KB1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1229
 KB1229.The geoid height was determined by GEOID03.
 KB1229
 KB1229;                    North         East     Units Scale Factor Converg.
 KB1229;SPC IL E     -   270,934.258   280,199.481   MT  0.99997983   -0 08 39.8
 KB1229;SPC IL E     -   888,890.14    919,287.80   sFT  0.99997983   -0 08 39.8
 KB1229;UTM  16      - 4,329,865.138   364,922.658   MT  0.99982467   -0 59 08.1
 KB1229
 KB1229                          SUPERSEDED SURVEY CONTROL
 KB1229
 KB1229  NAD 83(1986)-  39 06 26.92512(N)    088 33 44.12734(W) AD(       ) 4
 KB1229  NAD 27      -  39 06 26.77600(N)    088 33 43.94800(W) AD(       ) 3
 KB1229
 KB1229.Superseded values are not recommended for survey control.
 KB1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1229.See file dsdata.txt to determine how the superseded data were derived.
 KB1229
 KB1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6492329865(NAD 83)
 KB1229_MARKER: 42 = RADIO/TV MAST
 KB1229
 KB1229  HISTORY     - Date     Condition        Report By
 KB1229  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1229
 KB1229                          STATION DESCRIPTION
 KB1229
 KB1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1229'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF EFFINGHAM AND
 KB1229'ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 40.
 KB1229'
 KB1229'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 40 AND STATE
 KB1229'HIGHWAYS 32 AND 33 AT THE SOUTHWEST EDGE OF EFFINGHAM, GO
 KB1229'SOUTH AND WEST ON U.S. HIGHWAY 40 FOR 0.6 MILE TO A SIDE ROAD LEFT,
 KB1229'TURN LEFT ACROSS TRACKS FOR 0.5 MILE TO THE MAST ON THE RIGHT.
 KB1229'
 KB1229'THE POINT INTERSECTED IS THE RED LIGHT ON TOP OF THE MAST WHICH IS
 KB1229'PAINTED RED AND WHITE AND IS 241 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0613 ***********************************************************************
 NH0613  DESIGNATION -  EFFINGHAM RM
 NH0613  PID         -  NH0613
 NH0613  STATE/COUNTY-  IL/WINNEBAGO
 NH0613  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0613
 NH0613                         *CURRENT SURVEY CONTROL
 NH0613  ___________________________________________________________________
 NH0613* NAD 83(1986)-  42 10 35.     (N)    089 05 09.     (W)     SCALED    
 NH0613* NAVD 88     -       216.515  (meters)     710.35   (feet)  ADJUSTED  
 NH0613  ___________________________________________________________________
 NH0613  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NH0613  DYNAMIC HT  -         216.445 (meters)     710.12  (feet)  COMP
 NH0613  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 NH0613
 NH0613  VERT ORDER  -  FIRST     CLASS II
 NH0613
 NH0613.The horizontal coordinates were scaled from a topographic map and have
 NH0613.an estimated accuracy of +/- 6 seconds.
 NH0613
 NH0613.The orthometric height was determined by differential leveling
 NH0613.and adjusted by the National Geodetic Survey in June 1991..
 NH0613
 NH0613.The geoid height was determined by GEOID03.
 NH0613
 NH0613.The dynamic height is computed by dividing the NAVD 88
 NH0613.geopotential number by the normal gravity value computed on the
 NH0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0613.degrees latitude (g = 980.6199 gals.).
 NH0613
 NH0613.The modeled gravity was interpolated from observed gravity values.
 NH0613
 NH0613;                    North         East    Units  Estimated Accuracy
 NH0613;SPC IL W     -   612,240.      789,300.      MT  (+/- 180 meters Scaled)
 NH0613
 NH0613                          SUPERSEDED SURVEY CONTROL
 NH0613
 NH0613  NGVD 29 (??/??/92)  216.569  (m)          710.53   (f) ADJ UNCH    1 2
 NH0613
 NH0613.Superseded values are not recommended for survey control.
 NH0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0613.See file dsdata.txt to determine how the superseded data were derived.
 NH0613
 NH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM277714(NAD 83)
 NH0613_MARKER: DR = REFERENCE MARK DISK
 NH0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0613_STAMPING: 710.527 EFFINGHAM 1920
 NH0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0613+STABILITY: SURFACE MOTION
 NH0613
 NH0613  HISTORY     - Date     Condition        Report By
 NH0613  HISTORY     - 1920     MONUMENTED       CGS
 NH0613  HISTORY     - 1960     GOOD             NGS
 NH0613  HISTORY     - 19970321 GOOD             USPSQD
 NH0613
 NH0613                          STATION DESCRIPTION
 NH0613
 NH0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0613'4.2 MI S FROM ROCKFORD.
 NH0613'ABOUT 4.15 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0613'RAILROAD FROM THE CROSSING OF KISHWAUKEE STREET AT ROCKFORD, 48
 NH0613'FEET NORTHEAST OF MILEPOST 17, IN S-26, R-1E, T-43N, 45 FEET EAST
 NH0613'OF THE EAST RAIL, 20.2 FEET EAST OF TRIANGULATION-STATION
 NH0613'EFFINGHAM, DESCRIBED, 62 FEET NORTH OF A CONCRETE FENCE CORNER
 NH0613'POST, 93 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF SOUTH
 NH0613'END OF EAST CONCRETE PIER OF OVERPASS OF BELTLINE ROAD OVER THE
 NH0613'TRACK, 1.2 FEET NORTH OF A STEEL WITNESS POST, ABOUT 6 FEET
 NH0613'ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 NH0613'FLUSH WITH THE GROUND.
 NH0613
 NH0613                          STATION RECOVERY (1997)
 NH0613
 NH0613'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1228 ***********************************************************************
 KB1228  DESIGNATION -  EFFINGHAM ST ANTHONY CATH CH
 KB1228  PID         -  KB1228
 KB1228  STATE/COUNTY-  IL/EFFINGHAM
 KB1228  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB1228
 KB1228                         *CURRENT SURVEY CONTROL
 KB1228  ___________________________________________________________________
 KB1228* NAD 83(1997)-  39 07 29.51391(N)    088 32 27.81574(W)     ADJUSTED  
 KB1228* NAVD 88     -                                                        
 KB1228  ___________________________________________________________________
 KB1228  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 KB1228  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB1228
 KB1228  HORZ ORDER  -  THIRD
 KB1228
 KB1228.The horizontal coordinates were established by classical geodetic methods
 KB1228.and adjusted by the National Geodetic Survey in October 1999..
 KB1228
 KB1228
 KB1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1228
 KB1228.The geoid height was determined by GEOID03.
 KB1228
 KB1228;                    North         East     Units Scale Factor Converg.
 KB1228;SPC IL E     -   272,860.337   282,037.504   MT  0.99997897   -0 07 51.9
 KB1228;SPC IL E     -   895,209.29    925,318.04   sFT  0.99997897   -0 07 51.9
 KB1228;UTM  16      - 4,331,763.722   366,788.469   MT  0.99981850   -0 58 21.3
 KB1228
 KB1228                          SUPERSEDED SURVEY CONTROL
 KB1228
 KB1228  NAD 83(1986)-  39 07 29.52640(N)    088 32 27.80982(W) AD(       ) 4
 KB1228  NAD 27      -  39 07 29.38500(N)    088 32 27.62200(W) AD(       ) 3
 KB1228
 KB1228.Superseded values are not recommended for survey control.
 KB1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1228.See file dsdata.txt to determine how the superseded data were derived.
 KB1228
 KB1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6678831764(NAD 83)
 KB1228_MARKER: 90 = CHURCH SPIRE
 KB1228
 KB1228  HISTORY     - Date     Condition        Report By
 KB1228  HISTORY     - 1883     FIRST OBSERVED   CGS
 KB1228  HISTORY     - 1942     GOOD             CGS
 KB1228  HISTORY     - 1950     GOOD             CGS
 KB1228  HISTORY     - 1959     GOOD             CGS
 KB1228
 KB1228                          STATION DESCRIPTION
 KB1228
 KB1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (TAK)
 KB1228'NO PREVIOUS DESCRIPTION.
 KB1228
 KB1228                          STATION RECOVERY (1950)
 KB1228
 KB1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KB1228'STATION NOW KNOWN AS ST. ANTHONYS CATHOLIC CHURCH.
 KB1228
 KB1228                          STATION RECOVERY (1959)
 KB1228
 KB1228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1228'THE STATION IS LOCATED AT THE INTERSECTION OF N. 3RD STREET AND E.
 KB1228'ST. LOUIS STREET IN EFFINGHAM.
 KB1228'
 KB1228'THE SPIRE IS ABOUT 150 FEET HIGH AND THE TOP WAS THE POINT
 KB1228'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6923 ***********************************************************************
 DE6923  DESIGNATION -  EFFINGHAM YRD
 DE6923  PID         -  DE6923
 DE6923  STATE/COUNTY-  IL/EFFINGHAM
 DE6923  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 DE6923
 DE6923                         *CURRENT SURVEY CONTROL
 DE6923  ___________________________________________________________________
 DE6923* NAD 83(1997)-  39 06 49.21065(N)    088 34 36.21124(W)     ADJUSTED  
 DE6923* NAVD 88     -       178.2    (meters)     585.     (feet)  GPS OBS   
 DE6923  ___________________________________________________________________
 DE6923  X           -     123,085.808 (meters)                     COMP
 DE6923  Y           -  -4,953,960.693 (meters)                     COMP
 DE6923  Z           -   4,002,208.359 (meters)                     COMP
 DE6923  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DE6923  ELLIP HEIGHT-         146.23  (meters)          (02/03/05) GPS OBS
 DE6923  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DE6923
 DE6923  HORZ ORDER  -  FIRST
 DE6923  ELLP ORDER  -  FOURTH    CLASS II
 DE6923
 DE6923.The horizontal coordinates were established by GPS observations
 DE6923.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6923
 DE6923.The orthometric height was determined by GPS observations and a
 DE6923.high-resolution geoid model.
 DE6923
 DE6923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6923
 DE6923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6923
 DE6923.The ellipsoidal height was determined by GPS observations
 DE6923.and is referenced to NAD 83.
 DE6923
 DE6923.The geoid height was determined by GEOID03.
 DE6923
 DE6923;                    North         East     Units Scale Factor Converg.
 DE6923;SPC IL E     -   271,625.144   278,950.115   MT  0.99998045   -0 09 12.8
 DE6923;SPC IL E     -   891,156.83    915,188.84   sFT  0.99998045   -0 09 12.8
 DE6923;UTM  16      - 4,330,574.185   363,683.760   MT  0.99982881   -0 59 41.5
 DE6923
 DE6923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6923!SPC IL E     -   0.99997706  x   0.99998045  =   0.99995751
 DE6923!UTM  16      -   0.99997706  x   0.99982881  =   0.99980587
 DE6923
 DE6923:                Primary Azimuth Mark                     Grid Az
 DE6923:SPC IL E     -  EFFINGHAM AZ YRD                         126 24 16.2
 DE6923:UTM  16      -  EFFINGHAM AZ YRD                         127 14 44.9
 DE6923
 DE6923|---------------------------------------------------------------------|
 DE6923| PID    Reference Object                     Distance      Geod. Az  |
 DE6923|                                                           dddmmss.s |
 DE6923| DE6924 EFFINGHAM AZ YRD                    425.266 METERS 1261503.4 |
 DE6923|---------------------------------------------------------------------|
 DE6923
 DE6923                          SUPERSEDED SURVEY CONTROL
 DE6923
 DE6923  ELLIP H (08/21/02)  146.24   (m)                       GP(       ) 3 1
 DE6923
 DE6923.Superseded values are not recommended for survey control.
 DE6923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6923.See file dsdata.txt to determine how the superseded data were derived.
 DE6923
 DE6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6368430574(NAD 83)
 DE6923_MARKER: DD = SURVEY DISK
 DE6923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6923_STAMPING: EFFINGHAM YRD 1997
 DE6923_MARK LOGO: ILDT  
 DE6923_PROJECTION: RECESSED 1 CENTIMETERS
 DE6923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6923+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 DE6923
 DE6923  HISTORY     - Date     Condition        Report By
 DE6923  HISTORY     - 1997     MONUMENTED       ILDT
 DE6923  HISTORY     - 20041028 GOOD             ILDT
 DE6923  HISTORY     - 20050317 GOOD             ILDT
 DE6923
 DE6923                          STATION DESCRIPTION
 DE6923
 DE6923'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1997 (BES)
 DE6923'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999, (DEL) .  TO
 DE6923'REACH FROM THE
 DE6923'INTERSECTION OF RTE. 32/33 AND US HIGHWAY 40 ON THE WEST SIDE OF
 DE6923'EFFINGHAM, GO SOUTH ON
 DE6923'US 40 (HENRIETTA ST FOR 0.35 MILE. TURN RIGHT AND GO SOUTHWESTERLY ON
 DE6923'US HIGHWAY 40 FOR
 DE6923'1.11 MILE TO ILDT OPERATIONS YARD ENTRANCE ROAD. TURN RIGHT ON
 DE6923'ENTRANCE ROAD AND
 DE6923'PROCEED 0.21 MILES TO STATION ON RIGHT.  MARK IS 21 FT WEST OF CENTER
 DE6923'OF ENTRANCE ROAD
 DE6923'AND 6.2 FT NORTH OF A CHAIN LINK FENCE. MARK IS LOCATED 0.3 FT BELOW
 DE6923'SURFACE.
 DE6923' 
 DE6923'
 DE6923
 DE6923                          STATION RECOVERY (2004)
 DE6923
 DE6923'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (CW)
 DE6923'RECOVERED AS DESCRIBED
 DE6923
 DE6923                          STATION RECOVERY (2005)
 DE6923
 DE6923'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DE6923'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1557 ***********************************************************************
 KB1557  DESIGNATION -  EFFPORT
 KB1557  PID         -  KB1557
 KB1557  STATE/COUNTY-  IL/EFFINGHAM
 KB1557  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB1557
 KB1557                         *CURRENT SURVEY CONTROL
 KB1557  ___________________________________________________________________
 KB1557* NAD 83(1997)-  39 04 16.48283(N)    088 32 00.80589(W)     ADJUSTED  
 KB1557* NAVD 88     -       175.6    (meters)     576.     (feet)  VERTCON   
 KB1557  ___________________________________________________________________
 KB1557  X           -     126,894.174 (meters)                     COMP
 KB1557  Y           -  -4,956,833.598 (meters)                     COMP
 KB1557  Z           -   3,998,551.248 (meters)                     COMP
 KB1557  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 KB1557  ELLIP HEIGHT-         143.72  (meters)          (10/21/99) GPS OBS
 KB1557  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KB1557
 KB1557  HORZ ORDER  -  FIRST
 KB1557  ELLP ORDER  -  FOURTH    CLASS I
 KB1557
 KB1557.This mark is at Effingham Airport (1H2)
 KB1557
 KB1557.The horizontal coordinates were established by GPS observations
 KB1557.and adjusted by the National Geodetic Survey in October 1999..
 KB1557
 KB1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1557
 KB1557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1557
 KB1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1557
 KB1557.The ellipsoidal height was determined by GPS observations
 KB1557.and is referenced to NAD 83.
 KB1557
 KB1557.The geoid height was determined by GEOID03.
 KB1557
 KB1557;                    North         East     Units Scale Factor Converg.
 KB1557;SPC IL E     -   266,906.299   282,673.161   MT  0.99997870   -0 07 34.3
 KB1557;SPC IL E     -   875,675.08    927,403.53   sFT  0.99997870   -0 07 34.3
 KB1557;UTM  16      - 4,325,801.956   367,336.577   MT  0.99981671   -0 58 00.2
 KB1557
 KB1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1557!SPC IL E     -   0.99997745  x   0.99997870  =   0.99995615
 KB1557!UTM  16      -   0.99997745  x   0.99981671  =   0.99979417
 KB1557
 KB1557:                Primary Azimuth Mark                     Grid Az
 KB1557:SPC IL E     -  EFFPORT AZ MK                            293 33 48.0
 KB1557:UTM  16      -  EFFPORT AZ MK                            294 24 13.9
 KB1557
 KB1557|---------------------------------------------------------------------|
 KB1557| PID    Reference Object                     Distance      Geod. Az  |
 KB1557|                                                           dddmmss.s |
 KB1557| KB1558 EFFPORT AZ MK                       APPROX. 0.5 KM 2932613.7 |
 KB1557|---------------------------------------------------------------------|
 KB1557
 KB1557                          SUPERSEDED SURVEY CONTROL
 KB1557
 KB1557  NAD 83(1986)-  39 04 16.49652(N)    088 32 00.80144(W) AD(       ) 1
 KB1557  NGVD 29 (06/25/91)  175.7    (m)          576.     (f) GPS OBS        
 KB1557
 KB1557.Superseded values are not recommended for survey control.
 KB1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1557.See file dsdata.txt to determine how the superseded data were derived.
 KB1557
 KB1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6733725802(NAD 83)
 KB1557_MARKER: I = METAL ROD
 KB1557_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KB1557_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KB1557_STAMPING: EFFPORT 1990
 KB1557_MARK LOGO: NGS   
 KB1557_PROJECTION: FLUSH
 KB1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1557+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KB1557_ROD/PIPE-DEPTH: 3.5  meters
 KB1557_SLEEVE-DEPTH  : 1.0 meters
 KB1557
 KB1557  HISTORY     - Date     Condition        Report By
 KB1557  HISTORY     - 1990     MONUMENTED       NGS
 KB1557
 KB1557                          STATION DESCRIPTION
 KB1557
 KB1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KB1557'STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTH OF EFFINGHAM, AT THE
 KB1557'EFFINGHAM COUNTY MEMORIAL AIRPORT, IN THE NORTHWEST ANGLE OF JUNCTION
 KB1557'OF THE RUNWAYS, IN NORTH CENTRAL SECTION 9, T 7 N, R 6 E.
 KB1557'OWNERSHIP--EFFINGHAM COUNTY BOARD, 307 NORTH THIRD STREET, EFFINGHAM,
 KB1557'IL 62401.  AIRPORT MANAGER IS LEON TATE, PHONE 217-536-5312.
 KB1557'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND FAYETTE STREET
 KB1557'(EXIT 159) ON THE WEST SIDE OF EFFINGHAM, GO EAST ON FAYETTE STREET
 KB1557'FOR 2.28 KM (1.42 MI) TO ITS JUNCTION WITH US HIGHWAY 45. TURN RIGHT,
 KB1557'SOUTH, ON HIGHWAY 45 (SOUTH FOURTH STREET) FOR 1.19 KM (0.74 MI) TO A
 KB1557'PAVED ROAD LEFT.  TURN LEFT, SOUTH, ON HIGHWAY 45 FOR 4.06 KM
 KB1557'(2.52 MI) TO A PAVED ROAD LEFT.  TURN LEFT, EAST, ON ROAD 1100 N FOR
 KB1557'1.09 KM (0.68 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT (SECOND DRIVE)
 KB1557'.  TURN RIGHT, SOUTH, FOR 0.04 KM (0.02 MI) TO A GATE. PASS THROUGH
 KB1557'GATE AND CONTINUE AHEAD FOR 0.11 KM (0.07 MI) TO THE TAXI. TURN
 KB1557'RIGHT, WEST, ON TAXI FOR 0.15 KM (0.09 MI) TO A TAXI ON THE LEFT.
 KB1557'TURN LEFT, SOUTHWEST, ON TAXI FOR 0.24 KM (0.15 MI) TO RUNWAY 11 AND
 KB1557'THE AZIMUTH MARK ON THE LEFT.  TURN LEFT, SOUTHEAST, ALONGSIDE RUNWAY
 KB1557'FOR 0.44 KM (0.27 MI) TO RUNWAY 1-19, THEN CONTINUE SOUTHEAST
 KB1557'CROSSING RUNWAY 1-19 TO THE STATION IN THE NORTHEAST QUADRANT OF THE
 KB1557'RUNWAY JUNCTION.
 KB1557'STATION IS 38.7 M (127.0 FT) EAST OF THE CENTERLINE OF RUNWAY 1-19,
 KB1557'23.4 M (76.8 FT) NORTHEAST OF THE CENTERLINE OF RUNWAY 11-29, 8.9 M
 KB1557'(29.2 FT) NORTHEAST OF RUNWAY LIGHT NUMBER 3-9, AT A FLAGGED WOODEN
 KB1557'STAKE.
 KB1557'NOTE CAN ALSO REACH FROM EXIT 160 OF INTERSTATE 57. AT THE NORTHWEST
 KB1557'EDGE OF EFFINGHAM, GO SOUTHERLY ALONG STATE ROUTES 32,33 FOR 1.1 MI
 KB1557'(1.8 KM) TO THE JUNCTION OF 33 EAST AND 40 EAST, CONTINUE SOUTHERLY
 KB1557'ON HENRETTA STREET FOR 0.5 MI (0.8 KM) TO W WABASH AVE, THEN GO LEFT,
 KB1557'EAST ALONG W WABASH AVE FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 KB1557'HIGHWAY 45 NORTH AND HIGHWAY 45 SOUTH, THEN GO RIGHT, SOUTH ON
 KB1557'HIGHWAY 45 SOUTH (BANKER STREET) FOR 2.45 MI (3.94 KM) TO A PAVED
 KB1557'ROAD LEFT, THEN GO LEFT, EAST ALONG ROAD 1100 N FOR 0.7 MI (1.1 KM)
 KB1557'TO THE AIRPORT ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1558 ***********************************************************************
 KB1558  CBN         -  This is a Cooperative Base Network Control Station.
 KB1558  PACS        -  This is a Primary Airport Control Station.
 KB1558  DESIGNATION -  EFFPORT AZ MK
 KB1558  PID         -  KB1558
 KB1558  STATE/COUNTY-  IL/EFFINGHAM
 KB1558  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB1558
 KB1558                         *CURRENT SURVEY CONTROL
 KB1558  ___________________________________________________________________
 KB1558* NAD 83(1997)-  39 04 22.99970(N)    088 32 20.09255(W)     ADJUSTED  
 KB1558* NAVD 88     -       177.58   (meters)     582.6    (feet)  GPS OBS   
 KB1558  ___________________________________________________________________
 KB1558  X           -     126,427.497 (meters)                     COMP
 KB1558  Y           -  -4,956,720.340 (meters)                     COMP
 KB1558  Z           -   3,998,708.514 (meters)                     COMP
 KB1558  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 KB1558  ELLIP HEIGHT-         145.69  (meters)          (10/15/04) GPS OBS
 KB1558  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KB1558
 KB1558  HORZ ORDER  -  B
 KB1558  ELLP ORDER  -  FOURTH    CLASS II
 KB1558
 KB1558.This mark is at Effingham Airport (1H2)
 KB1558
 KB1558.The horizontal coordinates were established by GPS observations
 KB1558.and adjusted by the National Geodetic Survey in July 1998..
 KB1558
 KB1558.The orthometric height was determined by GPS observations and a
 KB1558.high-resolution geoid model.
 KB1558
 KB1558.GPS derived orthometric heights for airport stations designated as
 KB1558.PACS or SACS are published to 2 decimal places.  This maintains
 KB1558.centimeter relative accuracy between the PACS and SACS.  It does
 KB1558.not indicate centimeter accuracy relative to other marks which are
 KB1558.part of the NAVD 88 network.
 KB1558
 KB1558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1558
 KB1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1558
 KB1558.The ellipsoidal height was determined by GPS observations
 KB1558.and is referenced to NAD 83.
 KB1558
 KB1558.The geoid height was determined by GEOID03.
 KB1558
 KB1558;                    North         East     Units Scale Factor Converg.
 KB1558;SPC IL E     -   267,108.296   282,209.999   MT  0.99997890   -0 07 46.5
 KB1558;SPC IL E     -   876,337.80    925,883.97   sFT  0.99997890   -0 07 46.5
 KB1558;UTM  16      - 4,326,010.692   366,876.503   MT  0.99981821   -0 58 12.5
 KB1558
 KB1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1558!SPC IL E     -   0.99997714  x   0.99997890  =   0.99995604
 KB1558!UTM  16      -   0.99997714  x   0.99981821  =   0.99979536
 KB1558
 KB1558:                Primary Azimuth Mark                     Grid Az
 KB1558:SPC IL E     -  EFFPORT                                  113 33 48.0
 KB1558:UTM  16      -  EFFPORT                                  114 24 14.0
 KB1558
 KB1558|---------------------------------------------------------------------|
 KB1558| PID    Reference Object                     Distance      Geod. Az  |
 KB1558|                                                           dddmmss.s |
 KB1558| KB1557 EFFPORT                             APPROX. 0.5 KM 1132601.5 |
 KB1558|---------------------------------------------------------------------|
 KB1558
 KB1558                          SUPERSEDED SURVEY CONTROL
 KB1558
 KB1558  ELLIP H (07/17/98)  145.71   (m)                       GP(       ) 4 1
 KB1558  NAD 83(1986)-  39 04 23.01333(N)    088 32 20.08816(W) AD(       ) 1
 KB1558  NGVD 29 (06/25/91)  177.7    (m)          583.     (f) GPS OBS        
 KB1558
 KB1558.Superseded values are not recommended for survey control.
 KB1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1558.See file dsdata.txt to determine how the superseded data were derived.
 KB1558
 KB1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6687726011(NAD 83)
 KB1558_MARKER: I = METAL ROD
 KB1558_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KB1558_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KB1558_STAMPING: EFFPORT AZ MK 1990
 KB1558_MARK LOGO: NGS   
 KB1558_PROJECTION: FLUSH
 KB1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1558+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB1558_ROD/PIPE-DEPTH: 3.84 meters
 KB1558_SLEEVE-DEPTH  : 1.00 meters
 KB1558
 KB1558  HISTORY     - Date     Condition        Report By
 KB1558  HISTORY     - 1990     MONUMENTED       NGS
 KB1558  HISTORY     - 19970421 GOOD             NGS
 KB1558  HISTORY     - 19990927 GOOD             ILDT
 KB1558  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1558
 KB1558                          STATION DESCRIPTION
 KB1558
 KB1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KB1558'STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTH OF EFFINGHAM, AT THE
 KB1558'EFFINGHAM COUNTY MEMORIAL AIRPORT, AT THE END OF RUNWAY 11, IN THE
 KB1558'NORTHWEST 1/4 OF SECTION 9, T 7 N, R 6 E.  OWNERSHIP--EFFINGHAM
 KB1558'COUNTY BOARD, 307 NORTH THIRD STREET, EFFINGHAM, IL 62401.  AIRPORT
 KB1558'MANAGER IS LEON TATE, PHONE 217-536-5312.
 KB1558'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND FAYETTE STREET
 KB1558'(EXIT 159) ON THE WEST SIDE OF EFFINGHAM, GO EAST ON FAYETTE STREET
 KB1558'FOR 2.28 KM (1.42 MI) TO ITS JUNCTION WITH US HIGHWAY 45. TURN RIGHT,
 KB1558'SOUTH, ON HIGHWAY 45 (SOUTH FOURTH STREET) FOR 1.19 KM (0.74 MI) TO A
 KB1558'PAVED ROAD LEFT.  TURN LEFT, SOUTH, ON HIGHWAY 45 FOR 4.06 KM
 KB1558'(2.52 MI) TO A PAVED ROAD LEFT.  TURN LEFT, EAST, ON ROAD 1100 N FOR
 KB1558'1.09 KM (0.68 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT (SECOND DRIVE)
 KB1558'.  TURN RIGHT, SOUTH, FOR 0.04 KM (0.02 MI) TO A GATE. PASS THROUGH
 KB1558'GATE AND CONTINUE AHEAD FOR 0.11 KM (0.07 MI) TO THE TAXI. TURN
 KB1558'RIGHT, WEST, ON TAXI FOR 0.15 KM (0.09 MI) TO A TAXI ON THE LEFT.
 KB1558'TURN LEFT, SOUTHWEST, ON TAXI FOR 0.24 KM (0.15 MI) TO RUNWAY 11 AND
 KB1558'THE STATION MARK ON THE LEFT. AT THE JUNCTION OF THE RUNWAY AND THE
 KB1558'TAXI APPROACH.
 KB1558'STATION IS 27.3 M (89.6 FT) NORTHEAST OF THE CENTERLINE OF RUNWAY
 KB1558'11-29, 14.4 M (47.2 FT) SOUTHEAST OF THE SOUITHEAST EDGE OF THE TAXI
 KB1558'APPROACH, 12.0 M (39.4 FT) SOUTHEAST OF A PURPLE TAXI LIGHT NUMBER
 KB1558'T1-9, 9.2 M (30.2 FT) NORTH-NORTHEAST OF A PURPLE TAXI LIGHT, AT A
 KB1558'FLAGGED WOODEN STAKE.
 KB1558'NOTE-ALSO, FROM EXIT 160 OF INTERSTATE 57,70, LOCATED NEAR THE
 KB1558'NORTHWEST EDGE OF EFFINGHAM GO SOUTHERLY ALONG STATE ROUTE 33, 45,
 KB1558'FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF 33 EAST AND 40 EAST, THEN
 KB1558'CONTINUE AHEAD, SOUTHERLY ALONG HENRETTA STREET FOR 0.5 MI (0.8 KM)
 KB1558'TO A T INTERSECTION AND W WABASH AVE ON THE LEFT, THEN GO LEFT, EAST
 KB1558'ON W WABASH AVE FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF HIGHWAY 45
 KB1558'NORTH AND HIGHWAY 45 SOUTH, THEN GO SOUTH ON HIGHWAY 45 (BANKER
 KB1558'STREET) FOR 2.45 MI (3.94 KM) TO ROAD 1100 N ON THE LEFT, THEN GO
 KB1558'LEFT, EAST ALONG ROAD 1100 N FOR 0.70 MI (1.13 KM) TO THE AIRPORT ON
 KB1558'THE RIGHT.
 KB1558
 KB1558                          STATION RECOVERY (1997)
 KB1558
 KB1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KB1558'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH OF EFFINGHAM, IL,
 KB1558'AT THE EFFINGHAM COUNTY MEMORIAL AIRPORT, IN THE GRASS, NEAR AND
 KB1558'NORTHEAST OF RUNWAY END 11, EAST-SOUTHEAST OF THE TAXI/RAMP AT RUNWAY
 KB1558'END 11.  OWNERSHIP--EFFINGHAM COUNTY BOARD, 307 NORTH THIRD STREET,
 KB1558'EFFINGHAM, IL 62401.  AIRPORT MANAGER LEON TATE, PHONE 217-536-5312.
 KB1558'NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN ADVANCE FOR KEY TO ACCESS
 KB1558'GATE.  NOTE--THIS STATION IS THE PACS AND FBN/CBN STATION.  TO REACH
 KB1558'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND FAYETTE
 KB1558'STREET (EXIT 159) NEAR THE WEST SIDE OF EFFINGHAM, GO EAST, 2.28 KM
 KB1558'(1.40 MI) ALONG FAYETTE STREET TO THE JUNCTION OF U.S. HIGHWAY 45 (S
 KB1558'FOURTH ST).  TURN RIGHT, SOUTH, 0.8 KM (0.50 MI) ALONG HIGHWAY 45 TO
 KB1558'(W WABASH AVE) 45 WEST.  TURN RIGHT, WEST, 0.40 KM (0.25 MI) ALONG
 KB1558'HIGHWAY 45 WEST TO HIGHWAY 45 SOUTH.  TURN LEFT, SOUTH, 4.06 KM (2.50
 KB1558'MI) ALONG HIGHWAY 45 SOUTH TO ROAD (1100 N) ON THE LEFT.  TURN LEFT,
 KB1558'EAST, 1.09 KM (0.65 MI) ALONG ROAD 1100 N TO THE AIRPORT ENTRANCE ON
 KB1558'THE RIGHT (SECOND DRIVE).  TURN RIGHT, SOUTH, 0.04 KM (0.00 MI) TO A
 KB1558'GATE AND THE AIRPORT OFFICE ON THE LEFT.  PASS THROUGH THE GATE AND
 KB1558'CONTINUE SOUTHERLY 0.11 KM (0.05 MI) TO THE MAIN TAXI. TURN RIGHT,
 KB1558'WEST, 0.15 KM (0.10 MI) ALONG THE MAIN TAXI TO A TAXI/RAMP ON THE
 KB1558'LEFT.  TURN LEFT, SOUTH-SOUTHWEST, 0.24 KM (0.15 MI) ALONG THE
 KB1558'TAXI/RAMP TO RUNWAY END 11 AND THE STATION ON THE LEFT, NEAR THE
 KB1558'JUNCTION OF THE RUNWAY AND THE TAXI/RAMP.  STATION IS 27.2 M (89.2 FT)
 KB1558'NORTH-NORTHEAST OF THE RUNWAY 11-29 CENTER, 24.8 M (81.4 FT)
 KB1558'EAST-SOUTHEAST OF THE TAXI/RAMP CENTER AT RUNWAY END 11, 16.8 M (55.1
 KB1558'FT) NORTH-NORTHWEST OF THE NORTH-NORTHEAST 1 OF 2 TAXI LIGHTS, AND THE
 KB1558'STATION IS ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH THE GROUND
 KB1558'SURFACE.  BY R.G. HAYES  NOTE--THE DATUM POINT IS A CENTER PUNCH ON
 KB1558'THE TOP OF A STAINLESS STEEL ROD RECESSED ABOUT 10-CM BELOW THE GROUND
 KB1558'SURFACE AND DRIVEN TO A DEPTH OF 3.84 M, (12.60 FT) IN A GREASE FILLED
 KB1558'SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO
 KB1558'CAP SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE
 KB1558'5-INCH LOGO CAP.
 KB1558
 KB1558                          STATION RECOVERY (1999)
 KB1558
 KB1558'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 KB1558'RECOVERED AS DESCRIBED
 KB1558'
 KB1558
 KB1558                          STATION RECOVERY (2000)
 KB1558
 KB1558'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1558'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1558'RECOVERED IN GOOD CONDITION.
 KB1558' 
 KB1558'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH OF EFFINGHAM,
 KB1558'IL,AT THE EFFINGHAM COUNTY MEMORIAL AIRPORT, IN THE GRASS, NEAR
 KB1558'AND NORTHEAST OF RUNWAY END 11, EAST-SOUTHEAST OF THE TAXI/RAMP
 KB1558'AT RUNWAY END 11.  OWNERSHIP--EFFINGHAM COUNTY BOARD, 307 NORTH
 KB1558'THIRD STREET,EFFINGHAM, IL 62401.  AIRPORT MANAGER LEON TATE,
 KB1558'PHONE 217.536.5312.  NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN
 KB1558'ADVANCE FOR KEY TO ACCESS GATE.  NOTE--THIS STATION IS THE PACS AND
 KB1558'FBN/CBN STATION.  TO REACH THE STATION FROM THE JUNCTION OF
 KB1558'INTERSTATE HIGHWAY 57 AND FAYETTESTREET (EXIT 159) NEAR THE WEST
 KB1558'SIDE OF EFFINGHAM, GO EAST, 2.05 KM(1.25 MI) ALONG FAYETTE STREET TO
 KB1558'THE JUNCTION OF U.S. HIGHWAY 45 (BANKERS ST).  TURN RIGHT, GO SOUTH,
 KB1558'4.90 KM (3.0 MI) ALONG HIGHWAY 45 SOUTH TO ROAD (1100N) ON THE LEFT.
 KB1558'TURN LEFT, GO EAST, 1.09 KM (0.65 MI) ALONG ROAD 1100N TO THE AIRPORT
 KB1558'ENTRANCE ONTHE RIGHT (SECOND DRIVE).  TURN RIGHT, GO SOUTH, 0.04 KM
 KB1558'(0.00 MI) TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.PASS THROUGH
 KB1558'THE GATE AND CONTINUE SOUTHERLY 0.11 KM (0.05 MI) TO THE MAIN TAXI.
 KB1558'TURN RIGHT, GO WEST, 0.15 KM (0.10 MI) ALONG THE MAIN TAXI TO A
 KB1558'TAXI/RAMP ON THE LEFT.  TURN LEFT,  GO SOUTH-SOUTHWEST, 0.24 KM
 KB1558'(0.15 MI) ALONG THETAXI/RAMP TO RUNWAY END 11 AND THE STATION ON
 KB1558'THE LEFT, AS DESCRIBED NEAR THEJUNCTION OF THE RUNWAY AND THE
 KB1558'TAXI/RAMP.
 KB1558' 
 KB1558' 
 KB1558'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0908 ***********************************************************************
 MF0908  CBN         -  This is a Cooperative Base Network Control Station.
 MF0908  DESIGNATION -  EGRO
 MF0908  PID         -  MF0908
 MF0908  STATE/COUNTY-  IL/BUREAU
 MF0908  USGS QUAD   -  MALDEN (1966)
 MF0908
 MF0908                         *CURRENT SURVEY CONTROL
 MF0908  ___________________________________________________________________
 MF0908* NAD 83(1997)-  41 22 43.57515(N)    089 15 25.21512(W)     ADJUSTED  
 MF0908* NAVD 88     -       199.807  (meters)     655.53   (feet)  ADJUSTED  
 MF0908  ___________________________________________________________________
 MF0908  X           -      62,152.737 (meters)                     COMP
 MF0908  Y           -  -4,792,611.082 (meters)                     COMP
 MF0908  Z           -   4,194,189.156 (meters)                     COMP
 MF0908  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 MF0908  ELLIP HEIGHT-         166.81  (meters)          (09/15/03) GPS OBS
 MF0908  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0908  DYNAMIC HT  -         199.727 (meters)     655.27  (feet)  COMP
 MF0908  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 MF0908
 MF0908  HORZ ORDER  -  A
 MF0908  VERT ORDER  -  SECOND    CLASS 0
 MF0908  ELLP ORDER  -  FOURTH    CLASS I
 MF0908
 MF0908.The horizontal coordinates were established by GPS observations
 MF0908.and adjusted by the National Geodetic Survey in September 2003..
 MF0908
 MF0908.The orthometric height was determined by differential leveling
 MF0908.and adjusted by the National Geodetic Survey in June 1991..
 MF0908
 MF0908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0908
 MF0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0908
 MF0908.The ellipsoidal height was determined by GPS observations
 MF0908.and is referenced to NAD 83.
 MF0908
 MF0908.The geoid height was determined by GEOID03.
 MF0908
 MF0908.The dynamic height is computed by dividing the NAVD 88
 MF0908.geopotential number by the normal gravity value computed on the
 MF0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0908.degrees latitude (g = 980.6199 gals.).
 MF0908
 MF0908.The modeled gravity was interpolated from observed gravity values.
 MF0908
 MF0908;                    North         East     Units Scale Factor Converg.
 MF0908;SPC IL W     -   523,487.728   776,090.738   MT  1.00001240   +0 36 04.8
 MF0908;SPC IL W     - 1,717,475.99  2,546,224.36   sFT  1.00001240   +0 36 04.8
 MF0908;SPC IL E     -   523,517.830   222,734.872   MT  1.00004844   -0 36 38.2
 MF0908;SPC IL E     - 1,717,574.75    730,755.99   sFT  1.00004844   -0 36 38.2
 MF0908;UTM  16      - 4,583,263.550   311,267.053   MT  1.00003838   -1 29 32.6
 MF0908
 MF0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0908!SPC IL W     -   0.99997384  x   1.00001240  =   0.99998624
 MF0908!SPC IL E     -   0.99997384  x   1.00004844  =   1.00002227
 MF0908!UTM  16      -   0.99997384  x   1.00003838  =   1.00001222
 MF0908
 MF0908:                Primary Azimuth Mark                     Grid Az
 MF0908:SPC IL W     -  EGRO AZ MK                               087 03 53.8
 MF0908:SPC IL E     -  EGRO AZ MK                               088 16 36.8
 MF0908:UTM  16      -  EGRO AZ MK                               089 09 31.2
 MF0908
 MF0908|---------------------------------------------------------------------|
 MF0908| PID    Reference Object                     Distance      Geod. Az  |
 MF0908|                                                           dddmmss.s |
 MF0908| MF0910 EGRO AZ MK                                         0873958.6 |
 MF0908| MF1642 PERU ST BEDE JR COLL WTR TK         APPROX. 9.8 KM 1303236.8 |
 MF0908| MF0907 EGRO RM 2                            14.597 METERS 26915     |
 MF0908| MF0909 EGRO RM 1                            15.888 METERS 35925     |
 MF0908|---------------------------------------------------------------------|
 MF0908
 MF0908                          SUPERSEDED SURVEY CONTROL
 MF0908
 MF0908  NAD 83(1997)-  41 22 43.57150(N)    089 15 25.21196(W) AD(       ) 2
 MF0908  NAD 83(1986)-  41 22 43.57946(N)    089 15 25.21913(W) AD(       ) 2
 MF0908  NAD 27      -  41 22 43.45340(N)    089 15 24.90370(W) AD(       ) 2
 MF0908  NAVD 88 (09/15/03)  199.81   (m)          655.5    (f) LEVELING    3  
 MF0908  NGVD 29 (??/??/92)  199.885  (m)          655.79   (f) ADJ UNCH    2 0
 MF0908
 MF0908.Superseded values are not recommended for survey control.
 MF0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0908.See file dsdata.txt to determine how the superseded data were derived.
 MF0908
 MF0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1126783264(NAD 83)
 MF0908_MARKER: DS = TRIANGULATION STATION DISK
 MF0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0908_STAMPING: EGRO 1959
 MF0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0908+STABILITY: SURFACE MOTION
 MF0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0908+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 MF0908
 MF0908  HISTORY     - Date     Condition        Report By
 MF0908  HISTORY     - 1959     MONUMENTED       CGS
 MF0908  HISTORY     - 1959     GOOD             CGS
 MF0908  HISTORY     - 1980     GOOD             NGS
 MF0908  HISTORY     - 1980     GOOD             NGS
 MF0908  HISTORY     - 19960330 GOOD             USPSQD
 MF0908  HISTORY     - 20010601 GOOD             USPSQD
 MF0908  HISTORY     - 20020826 GOOD             NGS
 MF0908  HISTORY     - 20050825 GOOD             USPSQD
 MF0908
 MF0908                          STATION DESCRIPTION
 MF0908
 MF0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF0908'THE STATION IS LOCATED ABOUT 2.0 MILES WEST-SOUTHWEST OF LADD
 MF0908'AND ABOUT 1.5 MILES NORTHEAST OF SEATONVILLE.
 MF0908'
 MF0908'TO REACH THE STATION FROM THE POST OFFICE IN SEATONVILLE, GO
 MF0908'EAST ON U.S. HIGHWAY 6 FOR 1.0 MILE TO A CROSSROAD, TURN
 MF0908'LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 0.35 MILE TO A
 MF0908'CONCRETE BRIDGE BETWEEN TWO SETS OF RAILROAD TRACKS, CONTINUE
 MF0908'STRAIGHT AHEAD FOR 0.65 MILE TO A CROSSROAD, TURN RIGHT AND
 MF0908'GO EAST FOR 0.05 MILE TO A LARGE WHITE GRAIN BARN ON THE LEFT
 MF0908'AND THE STATION ON THE RIGHT.
 MF0908'
 MF0908'STATION MARK, A STANDARD DISK STAMPED EGRO 1959, IS SET IN
 MF0908'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 MF0908'MARK IS 25 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVEL
 MF0908'ROAD, 8 FEET WEST OF A TELEPHONE POLE, 3.8 FEET NORTHWEST
 MF0908'OF A WITNESS POST AND 1.5 FEET NORTH OF A FENCE LINE.
 MF0908'
 MF0908'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED EGRO NO. 1
 MF0908'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MF0908'2 INCHES.  THE MARK IS 32 FEET EAST OF THE APPROXIMATE CENTER
 MF0908'OF THE DRIVEWAY LEADING TO THE BARN, 27 FEET NORTH OF THE
 MF0908'APPROXIMATE CENTER OF THE GRAVEL ROAD, 18 FEET WEST OF A FENCE
 MF0908'CORNER AND 1 FOOT SOUTH OF A FENCE LINE.
 MF0908'
 MF0908'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED EGRO NO. 2
 MF0908'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MF0908'3 INCHES.  THE MARK IS 26 FEET SOUTH OF THE APPROXIMATE
 MF0908'CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE LINE.
 MF0908'
 MF0908'AZIMUTH MARK, A STANDARD DISK STAMPED EGRO 1959, IS SET IN
 MF0908'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE
 MF0908'MARK IS 24 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL
 MF0908'ROAD, 3 FEET SOUTH OF THE FENCE LINE AND A POWER POLE AND 2.1
 MF0908'FEET SOUTH OF A WITNESS POST.
 MF0908'
 MF0908'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 MF0908'GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MF0908
 MF0908                          STATION RECOVERY (1959)
 MF0908
 MF0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MF0908'6.2 MI NW FROM SPRING VALLEY.
 MF0908'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0908'STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 1.15 MILES NORTH ALONG
 MF0908'A GRAVEL ROAD, THENCE 0.9 MILES WEST ALONG A GRAVEL ROAD, ABOUT
 MF0908'0.05 MILES EAST OF A JUNCTION OF NORTH-SOUTH GRAVEL ROAD, AT THE
 MF0908'JUNCTION OF DRIVEWAY NORTH TO A BARN, 26 FEET SOUTH OF THE CENTER
 MF0908'LINE OF THE ROAD, 30 FEET EAST OF THE EXTENDED CENTER LINE OF
 MF0908'THE DRIVEWAY, 41 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 MF0908'JUNCTION OF THE DRIVEWAY, 56 FEET SOUTH-SOUTHWEST OF A T-FENCE
 MF0908'CORNER, 1.7 FEET NORTH OF FENCE CORNER, 3.9 FEET NORTHWEST OF A
 MF0908'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET
 MF0908'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MF0908
 MF0908                          STATION RECOVERY (1980)
 MF0908
 MF0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MF0908'THE STATION MARK, RM 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 MF0908'CONDITION.  RM 2 WAS FOUND BROKEN AND SPLIT WITH THE TOP PORTION
 MF0908'LOOSE.  THE DISTANCE TO RM 1 CHECKED.  THE ANGLE WAS SMALLER BY 2
 MF0908'MINUTES AND 50 SECONDS.  THE ELEVATION BETWEEN THE MARKS CHECKED.
 MF0908'
 MF0908'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE WITH THE ADDITION
 MF0908'OF RM 3.  IT IS A STANDARD REFERENCE MARK DISK STAMPED---EGRO 1959 NO
 MF0908'3 1980---.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MF0908'GROUND.  IT IS 26 FT S OF CENTER LINE OF THE ROAD, 1 FT N OF FENCE AND
 MF0908'1 FT W OF A METAL WITNESS POST.
 MF0908'
 MF0908'A METAL WITNESS POST WAS SET 1 FT E OF THE STATION AND ONE SET 1
 MF0908'FT E OF THE AZIMUTH MARK.
 MF0908
 MF0908                          STATION RECOVERY (1980)
 MF0908
 MF0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MF0908'RECOVERED IN GOOD CONDITION.
 MF0908
 MF0908                          STATION RECOVERY (1996)
 MF0908
 MF0908'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0908'RECOVERED IN GOOD CONDITION.
 MF0908
 MF0908                          STATION RECOVERY (2001)
 MF0908
 MF0908'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0908'RECOVERED IN GOOD CONDITION.
 MF0908
 MF0908                          STATION RECOVERY (2002)
 MF0908
 MF0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MB)
 MF0908'RECOVERED AS DESCRIBED
 MF0908' 
 MF0908'
 MF0908
 MF0908                          STATION RECOVERY (2005)
 MF0908
 MF0908'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0908'FOUND RM 3 IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0910 ***********************************************************************
 MF0910  DESIGNATION -  EGRO AZ MK
 MF0910  PID         -  MF0910
 MF0910  STATE/COUNTY-  IL/BUREAU
 MF0910  USGS QUAD   -  MALDEN (1966)
 MF0910
 MF0910                         *CURRENT SURVEY CONTROL
 MF0910  ___________________________________________________________________
 MF0910* NAD 83(1986)-  41 22 44.     (N)    089 15 11.     (W)     SCALED    
 MF0910* NAVD 88     -       195.386  (meters)     641.03   (feet)  ADJUSTED  
 MF0910  ___________________________________________________________________
 MF0910  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0910  DYNAMIC HT  -         195.308 (meters)     640.77  (feet)  COMP
 MF0910  MODELED GRAV-     980,220.7   (mgal)                       NAVD 88
 MF0910
 MF0910  VERT ORDER  -  SECOND    CLASS 0
 MF0910
 MF0910.The horizontal coordinates were scaled from a topographic map and have
 MF0910.an estimated accuracy of +/- 6 seconds.
 MF0910
 MF0910.The orthometric height was determined by differential leveling
 MF0910.and adjusted by the National Geodetic Survey in June 1991..
 MF0910
 MF0910.The geoid height was determined by GEOID03.
 MF0910
 MF0910.The dynamic height is computed by dividing the NAVD 88
 MF0910.geopotential number by the normal gravity value computed on the
 MF0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0910.degrees latitude (g = 980.6199 gals.).
 MF0910
 MF0910.The modeled gravity was interpolated from observed gravity values.
 MF0910
 MF0910;                    North         East    Units  Estimated Accuracy
 MF0910;SPC IL W     -   523,500.      776,420.      MT  (+/- 180 meters Scaled)
 MF0910
 MF0910                          SUPERSEDED SURVEY CONTROL
 MF0910
 MF0910  NGVD 29 (??/??/92)  195.464  (m)          641.28   (f) ADJ UNCH    2 0
 MF0910
 MF0910.Superseded values are not recommended for survey control.
 MF0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0910.See file dsdata.txt to determine how the superseded data were derived.
 MF0910
 MF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL115832(NAD 83)
 MF0910_MARKER: DZ = AZIMUTH MARK DISK
 MF0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0910_STAMPING: EGRO 1959
 MF0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0910+STABILITY: SURFACE MOTION
 MF0910
 MF0910  HISTORY     - Date     Condition        Report By
 MF0910  HISTORY     - 1959     MONUMENTED       CGS
 MF0910  HISTORY     - 19960423 GOOD             USPSQD
 MF0910  HISTORY     - 20010601 GOOD             USPSQD
 MF0910  HISTORY     - 20050825 GOOD             USPSQD
 MF0910
 MF0910                          STATION DESCRIPTION
 MF0910
 MF0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0910'6 MI NW FROM SPRING VALLEY.
 MF0910'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MF0910'WITH STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 1.15 MILES NORTH
 MF0910'ALONG A GRAVEL ROAD, THENCE 0.7 MILES WEST ALONG A GRAVEL ROAD,
 MF0910'300 FEET EAST OF A T-FENCE CORNER, 26 FEET NORTH OF THE CENTER
 MF0910'LINE OF THE ROAD, 2.6 FEET SOUTH OF A POWER POLE, 2.0 FEET SOUTH
 MF0910'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE
 MF0910'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MF0910
 MF0910                          STATION RECOVERY (1996)
 MF0910
 MF0910'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0910'RECOVERED IN GOOD CONDITION.
 MF0910
 MF0910                          STATION RECOVERY (2001)
 MF0910
 MF0910'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0910'RECOVERED IN GOOD CONDITION.
 MF0910
 MF0910                          STATION RECOVERY (2005)
 MF0910
 MF0910'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0909 ***********************************************************************
 MF0909  DESIGNATION -  EGRO RM 1
 MF0909  PID         -  MF0909
 MF0909  STATE/COUNTY-  IL/BUREAU
 MF0909  USGS QUAD   -  MALDEN (1966)
 MF0909
 MF0909                         *CURRENT SURVEY CONTROL
 MF0909  ___________________________________________________________________
 MF0909* NAD 83(1986)-  41 22 43.     (N)    089 15 24.     (W)     SCALED    
 MF0909* NAVD 88     -       199.803  (meters)     655.52   (feet)  ADJUSTED  
 MF0909  ___________________________________________________________________
 MF0909  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0909  DYNAMIC HT  -         199.724 (meters)     655.26  (feet)  COMP
 MF0909  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 MF0909
 MF0909  VERT ORDER  -  SECOND    CLASS 0
 MF0909
 MF0909.The horizontal coordinates were scaled from a topographic map and have
 MF0909.an estimated accuracy of +/- 6 seconds.
 MF0909
 MF0909.The orthometric height was determined by differential leveling
 MF0909.and adjusted by the National Geodetic Survey in June 1991..
 MF0909
 MF0909.The geoid height was determined by GEOID03.
 MF0909
 MF0909.The dynamic height is computed by dividing the NAVD 88
 MF0909.geopotential number by the normal gravity value computed on the
 MF0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0909.degrees latitude (g = 980.6199 gals.).
 MF0909
 MF0909.The modeled gravity was interpolated from observed gravity values.
 MF0909
 MF0909;                    North         East    Units  Estimated Accuracy
 MF0909;SPC IL W     -   523,470.      776,120.      MT  (+/- 180 meters Scaled)
 MF0909
 MF0909                          SUPERSEDED SURVEY CONTROL
 MF0909
 MF0909  NGVD 29 (??/??/92)  199.881  (m)          655.78   (f) ADJ UNCH    2 0
 MF0909
 MF0909.Superseded values are not recommended for survey control.
 MF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0909.See file dsdata.txt to determine how the superseded data were derived.
 MF0909
 MF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL112832(NAD 83)
 MF0909_MARKER: DR = REFERENCE MARK DISK
 MF0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0909_STAMPING: EGRO NO 1 1959
 MF0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0909+STABILITY: SURFACE MOTION
 MF0909
 MF0909  HISTORY     - Date     Condition        Report By
 MF0909  HISTORY     - 1959     MONUMENTED       CGS
 MF0909  HISTORY     - 1980     GOOD             NGS
 MF0909  HISTORY     - 19960330 GOOD             USPSQD
 MF0909  HISTORY     - 20010601 GOOD             USPSQD
 MF0909  HISTORY     - 20050825 GOOD             USPSQD
 MF0909
 MF0909                          STATION DESCRIPTION
 MF0909
 MF0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0909'6.2 MI NW FROM SPRING VALLEY.
 MF0909'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0909'STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 1.15 MILES NORTH ALONG
 MF0909'A GRAVEL ROAD, THENCE 0.9 MILES WEST ALONG A GRAVEL ROAD, ABOUT
 MF0909'0.05 MILES EAST OF THE JUNCTION OF A NORTH-SOUTH GRAVEL ROAD,
 MF0909'AT THE JUNCTION OF A DRIVEWAY NORTH TO A BARN, 27 FEET NORTH OF
 MF0909'THE CENTER LINE OF THE ROAD, 31 FEET EAST OF THE CENTER LINE
 MF0909'OF THE DRIVEWAY, 18 FEET WEST OF A T-FENCE CORNER, 1 FOOT SOUTH
 MF0909'OF A FENCE CORNER, 52.2 FEET NORTH OF TRIANGULATION STATION EGRO,
 MF0909'53.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 MF0909'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF0909'2 INCHES.
 MF0909
 MF0909                          STATION RECOVERY (1980)
 MF0909
 MF0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MF0909'RECOVERED IN GOOD CONDITION.
 MF0909
 MF0909                          STATION RECOVERY (1996)
 MF0909
 MF0909'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0909'RECOVERED IN GOOD CONDITION.
 MF0909
 MF0909                          STATION RECOVERY (2001)
 MF0909
 MF0909'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0909'RECOVERED IN GOOD CONDITION.
 MF0909
 MF0909                          STATION RECOVERY (2005)
 MF0909
 MF0909'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1260 ***********************************************************************
 MF1260  DESIGNATION -  EGRO RM 3
 MF1260  PID         -  MF1260
 MF1260  STATE/COUNTY-  IL/BUREAU
 MF1260  USGS QUAD   -  MALDEN (1966)
 MF1260
 MF1260                         *CURRENT SURVEY CONTROL
 MF1260  ___________________________________________________________________
 MF1260* NAD 83(1986)-  41 22 43.     (N)    089 15 24.     (W)     SCALED    
 MF1260* NAVD 88     -       199.38   (meters)     654.1    (feet)  RESET     
 MF1260  ___________________________________________________________________
 MF1260  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1260
 MF1260  VERT ORDER  -  THIRD
 MF1260
 MF1260.The horizontal coordinates were scaled from a topographic map and have
 MF1260.an estimated accuracy of +/- 6 seconds.
 MF1260
 MF1260.The orthometric height was computed from unverified reset data.
 MF1260.No vertical observational check was made to the station.
 MF1260
 MF1260.The geoid height was determined by GEOID03.
 MF1260
 MF1260;                    North         East    Units  Estimated Accuracy
 MF1260;SPC IL W     -   523,470.      776,120.      MT  (+/- 180 meters Scaled)
 MF1260
 MF1260                          SUPERSEDED SURVEY CONTROL
 MF1260
 MF1260  NGVD 29 (03/28/06)  199.45   (m)          654.4    (f) RESET       3  
 MF1260
 MF1260.Superseded values are not recommended for survey control.
 MF1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1260.See file dsdata.txt to determine how the superseded data were derived.
 MF1260
 MF1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL112832(NAD 83)
 MF1260_MARKER: DR = REFERENCE MARK DISK
 MF1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1260_STAMPING: EGRO 1959 NO 3 1980
 MF1260_PROJECTION: FLUSH
 MF1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1260+STABILITY: SURFACE MOTION
 MF1260
 MF1260  HISTORY     - Date     Condition        Report By
 MF1260  HISTORY     - 1980     MONUMENTED       NGS
 MF1260  HISTORY     - 19960330 GOOD             USPSQD
 MF1260  HISTORY     - 20010601 GOOD             USPSQD
 MF1260  HISTORY     - 20050825 GOOD             USPSQD
 MF1260
 MF1260                          STATION DESCRIPTION
 MF1260
 MF1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MF1260'6.25 MI NW FROM SPRING VALLEY.
 MF1260'4.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 MF1260'HIGHWAY 89 AT SPRING VALLEY, THENCE 1.15 MILE NORTH ALONG A GRAVELED
 MF1260'ROAD, ABOUT 0.05 MILE EAST OF JUNCTION OF THE NORTH, SOUTH ROAD, 26
 MF1260'FEET SOUTH OF THE CENTER LINE OF ROAD, AND 1 FOOT NORTH OF FENCE.
 MF1260'THE MARK IS 1 FT  W FROM A WITNESS POST.
 MF1260'THE MARK IS ABOVE LEVEL WITH ROAD.
 MF1260
 MF1260                          STATION RECOVERY (1996)
 MF1260
 MF1260'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1260'RECOVERED IN GOOD CONDITION.
 MF1260
 MF1260                          STATION RECOVERY (2001)
 MF1260
 MF1260'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1260'RECOVERED IN GOOD CONDITION.
 MF1260
 MF1260                          STATION RECOVERY (2005)
 MF1260
 MF1260'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0585 ***********************************************************************
 NH0585  DESIGNATION -  EIGHTEENTH
 NH0585  PID         -  NH0585
 NH0585  STATE/COUNTY-  IL/WINNEBAGO
 NH0585  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0585
 NH0585                         *CURRENT SURVEY CONTROL
 NH0585  ___________________________________________________________________
 NH0585* NAD 83(1997)-  42 14 50.55015(N)    089 05 12.26791(W)     ADJUSTED  
 NH0585* NAVD 88     -       225.409  (meters)     739.53   (feet)  ADJUSTED  
 NH0585  ___________________________________________________________________
 NH0585  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 NH0585  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NH0585  DYNAMIC HT  -         225.337 (meters)     739.29  (feet)  COMP
 NH0585  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 NH0585
 NH0585  HORZ ORDER  -  SECOND
 NH0585  VERT ORDER  -  FIRST     CLASS II
 NH0585
 NH0585.The horizontal coordinates were established by classical geodetic methods
 NH0585.and adjusted by the National Geodetic Survey in October 1999..
 NH0585
 NH0585.The orthometric height was determined by differential leveling
 NH0585.and adjusted by the National Geodetic Survey in June 1991..
 NH0585
 NH0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0585
 NH0585.The geoid height was determined by GEOID03.
 NH0585
 NH0585.The dynamic height is computed by dividing the NAVD 88
 NH0585.geopotential number by the normal gravity value computed on the
 NH0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0585.degrees latitude (g = 980.6199 gals.).
 NH0585
 NH0585.The modeled gravity was interpolated from observed gravity values.
 NH0585
 NH0585;                    North         East     Units Scale Factor Converg.
 NH0585;SPC IL W     -   620,123.034   789,120.558   MT  1.00003887   +0 43 34.0
 NH0585;SPC IL W     - 2,034,520.32  2,588,973.03   sFT  1.00003887   +0 43 34.0
 NH0585;UTM  16      - 4,679,350.792   327,848.306   MT  0.99996466   -1 24 12.0
 NH0585
 NH0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0585!SPC IL W     -   0.99996987  x   1.00003887  =   1.00000874
 NH0585!UTM  16      -   0.99996987  x   0.99996466  =   0.99993453
 NH0585
 NH0585:                Primary Azimuth Mark                     Grid Az
 NH0585:SPC IL W     -  GREGORY                                  359 08 56.1
 NH0585:UTM  16      -  GREGORY                                  001 16 42.1
 NH0585
 NH0585|---------------------------------------------------------------------|
 NH0585| PID    Reference Object                     Distance      Geod. Az  |
 NH0585|                                                           dddmmss.s |
 NH0585| NH0881 GREGORY                             APPROX. 1.2 KM 3595230.1 |
 NH0585|---------------------------------------------------------------------|
 NH0585
 NH0585                          SUPERSEDED SURVEY CONTROL
 NH0585
 NH0585  NAD 83(1997)-  42 14 50.55063(N)    089 05 12.26922(W) AD(       ) 2
 NH0585  NAD 83(1986)-  42 14 50.55004(N)    089 05 12.26977(W) AD(       ) 2
 NH0585  NAD 27      -  42 14 50.48140(N)    089 05 11.88810(W) AD(       ) 2
 NH0585  NGVD 29 (??/??/92)  225.467  (m)          739.72   (f) ADJ UNCH    1 2
 NH0585
 NH0585.Superseded values are not recommended for survey control.
 NH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0585.See file dsdata.txt to determine how the superseded data were derived.
 NH0585
 NH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2784879351(NAD 83)
 NH0585_MARKER: DS = TRIANGULATION STATION DISK
 NH0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0585_STAMPING: 739.880 EIGHTEENTH 1920
 NH0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0585+STABILITY: SURFACE MOTION
 NH0585
 NH0585  HISTORY     - Date     Condition        Report By
 NH0585  HISTORY     - 1920     MONUMENTED       CGS
 NH0585  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0585  HISTORY     - 1956     GOOD             CGS
 NH0585  HISTORY     - 1960     GOOD             NGS
 NH0585  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NH0585  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0585
 NH0585                          STATION DESCRIPTION
 NH0585
 NH0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0585'STATION IS LOCATED AT ROCKFORD, ON THE E SIDE OF KISHWAUKEE
 NH0585'STREET, 50 YARDS S OF ITS INTERSECTION WITH EIGHTEENTH AVENUE,
 NH0585'DIRECTLY OPPOSITE ANDERSON BROS. MANUFACTURING CO., IN A CURB
 NH0585'LAWN, 3.59 METERS (11.78 FEET) E OF THE E AND NEAREST EDGE
 NH0585'OF THE BRICK PAVEMENT, AND 0.97 METER (3.18 FEET) W OF THE W
 NH0585'AND NEAREST EDGE OF THE CONCRETE SIDEWALK.  THE SURFACE AND
 NH0585'UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0585'THERE IS NO REFERENCE
 NH0585'MARK.
 NH0585
 NH0585                          STATION RECOVERY (1954)
 NH0585
 NH0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0585'STREET WIDENING HAS PROBABLY DESTROYED THIS MARK, IT COULD NOT
 NH0585'BE FOUND.  THE 1920 DESCRIPTION IS ADEQUATE FOR REACHING THIS
 NH0585'SITE.
 NH0585
 NH0585                          STATION RECOVERY (1956)
 NH0585
 NH0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RD)
 NH0585'STATION FOUND IN GOOD CONDITION.  THE MARK IS INCORRECTLY
 NH0585'LOCATED FROM 18TH AVE.  IT SHOULD BE 6 INCHES EAST OF EAST CURB
 NH0585'AND 1.7 FEET WEST OF WEST EDGE OF SIDEWALK, ALSO 175.5 FEET
 NH0585'SOUTH OF THE SOUTH LINE OF 18TH AVE. DIRECTLY OPPOSITE ANDERSON
 NH0585'BROS. MFG. CO. CENTER LINE OF NORTH GARAGE DOOR.  MARK STAMPED
 NH0585'739.880 FEET.
 NH0585
 NH0585                          STATION RECOVERY (1960)
 NH0585
 NH0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0585'AT ROCKFORD.
 NH0585'AT ROCKFORD, 70 YARDS SOUTH-SOUTHEAST OF CENTER OF INTERSECTION
 NH0585'OF KISHWAUKEE STREET AND EIGHTEENTH AVENUE, IN SECTION 35, R 1 E,
 NH0585'T 44 N, 1 FOOT EAST OF EAST CURB OF KISHWAUKEE STREET, 194 1/2
 NH0585'FEET SOUTH OF SOUTH CURB LINE OF 18TH AVENUE, BETWEEN THE
 NH0585'CONCRETE CURB AND SIDE WALK, 1.7 FOOT WEST OF WEST EDGE OF
 NH0585'SIDEWALK, 9 FEET SOUTH OF CENTER LINE OF A DRIVE LEADING EAST
 NH0585'TO HOUSE NO. 1914, LEVEL WITH SIDE WALK AND SET IN THE TOP OF A
 NH0585'CONCRETE POST PROJECTING 1 INCH.  NOTE-- LEANING 5 DEG.
 NH0585
 NH0585                          STATION RECOVERY (1971)
 NH0585
 NH0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NH0585'THE MARK WAS FOUND IN WHAT WAS THOUGHT TO BE IN GOOD CONDITION.
 NH0585'AFTER A CHECK WAS MADE THE MARK ACCORDING TO EXISTING MEASUREMENTS
 NH0585'HAS BEEN MOVED WHEN THE STREET WAS WIDENED.  THIS WAS PROVED
 NH0585'BY 2 PRIVATE CONCERNS WHO MADE TIES AND FOUND THE ERROR.  THE
 NH0585'MARK WAS LEFT SINCE THE TIES WERE MADE AND ANY INFORMATION
 NH0585'CAN BE OBTAINED FROM THE BELOW.  NO SEARCH COULD BE MADE FOR THE
 NH0585'UNDERGROUND STATION MARK SINCE THE SITE IS NOW PART OF PAVED
 NH0585'STREET.
 NH0585'
 NH0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ROCKFORD
 NH0585
 NH0585                          STATION RECOVERY (1987)
 NH0585
 NH0585'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1655 ***********************************************************************
 DI1655  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1655  DESIGNATION -  EIU COOP CORS ARP
 DI1655  CORS_ID     -  KA14
 DI1655  PID         -  DI1655
 DI1655  STATE/COUNTY-  IL/COLES
 DI1655  USGS QUAD   -  CHARLESTON SOUTH (1984)
 DI1655
 DI1655                         *CURRENT SURVEY CONTROL
 DI1655  ___________________________________________________________________
 DI1655* NAD 83(CORS)-  39 28 49.71233(N)    088 11 06.15915(W)     ADJUSTED  
 DI1655* NAVD 88     -                                                        
 DI1655  ___________________________________________________________________
 DI1655  EPOCH DATE  -        2002.00
 DI1655  X           -     156,132.575 (meters)                     COMP
 DI1655  Y           -  -4,927,252.380 (meters)                     COMP
 DI1655  Z           -   4,033,746.844 (meters)                     COMP
 DI1655  ELLIP HEIGHT-         182.76  (meters)          (09/??/06) GPS OBS
 DI1655  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DI1655
 DI1655  HORZ ORDER  -  SPECIAL (CORS)
 DI1655  ELLP ORDER  -  SPECIAL (CORS)
 DI1655
 DI1655.ITRF positions are available for this station.
 DI1655.The coordinates were established by GPS observations
 DI1655.and adjusted by the National Geodetic Survey in September 2006..
 DI1655.The coordinates are valid at the epoch date displayed above.
 DI1655.The epoch date for horizontal control is a decimal equivalence
 DI1655.of Year/Month/Day.
 DI1655
 DI1655
 DI1655.The PID for the CORS L1 Phase Center is DI1656.
 DI1655
 DI1655.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1655
 DI1655.The ellipsoidal height was determined by GPS observations
 DI1655.and is referenced to NAD 83.
 DI1655
 DI1655.The geoid height was determined by GEOID03.
 DI1655
 DI1655;                    North         East     Units Scale Factor Converg.
 DI1655;SPC IL E     -   312,329.647   312,758.106   MT  0.99997700   +0 05 39.4
 DI1655;SPC IL E     - 1,024,701.52  1,026,107.22   sFT  0.99997700   +0 05 39.4
 DI1655
 DI1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1655!SPC IL E     -   0.99997133  x   0.99997700  =   0.99994833
 DI1655
 DI1655                          SUPERSEDED SURVEY CONTROL
 DI1655
 DI1655.No superseded survey control is available for this station.
 DI1655
 DI1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9808170768(NAD 83)
 DI1655_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1655
 DI1655                          STATION DESCRIPTION
 DI1655
 DI1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1655'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DI1655'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DI1655'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DI1655'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DI1655'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1656 ***********************************************************************
 DI1656  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1656  DESIGNATION -  EIU COOP CORS L1 PHASE CENTER
 DI1656  CORS_ID     -  KA14
 DI1656  PID         -  DI1656
 DI1656  STATE/COUNTY-  IL/COLES
 DI1656  USGS QUAD   -  CHARLESTON SOUTH (1984)
 DI1656
 DI1656                         *CURRENT SURVEY CONTROL
 DI1656  ___________________________________________________________________
 DI1656* NAD 83(CORS)-  39 28 49.71236(N)    088 11 06.15919(W)     ADJUSTED  
 DI1656* NAVD 88     -                                                        
 DI1656  ___________________________________________________________________
 DI1656  EPOCH DATE  -        2002.00
 DI1656  X           -     156,132.576 (meters)                     COMP
 DI1656  Y           -  -4,927,252.441 (meters)                     COMP
 DI1656  Z           -   4,033,746.896 (meters)                     COMP
 DI1656  ELLIP HEIGHT-         182.84  (meters)          (09/??/06) GPS OBS
 DI1656  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DI1656
 DI1656  HORZ ORDER  -  SPECIAL (CORS)
 DI1656  ELLP ORDER  -  SPECIAL (CORS)
 DI1656
 DI1656.ITRF positions are available for this station.
 DI1656.The coordinates were established by GPS observations
 DI1656.and adjusted by the National Geodetic Survey in September 2006..
 DI1656.The coordinates are valid at the epoch date displayed above.
 DI1656.The epoch date for horizontal control is a decimal equivalence
 DI1656.of Year/Month/Day.
 DI1656
 DI1656
 DI1656.The PID for the CORS ARP is DI1655.
 DI1656
 DI1656.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1656
 DI1656.The ellipsoidal height was determined by GPS observations
 DI1656.and is referenced to NAD 83.
 DI1656
 DI1656.The geoid height was determined by GEOID03.
 DI1656
 DI1656;                    North         East     Units Scale Factor Converg.
 DI1656;SPC IL E     -   312,329.648   312,758.105   MT  0.99997700   +0 05 39.4
 DI1656;SPC IL E     - 1,024,701.52  1,026,107.22   sFT  0.99997700   +0 05 39.4
 DI1656
 DI1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1656!SPC IL E     -   0.99997132  x   0.99997700  =   0.99994832
 DI1656
 DI1656                          SUPERSEDED SURVEY CONTROL
 DI1656
 DI1656.No superseded survey control is available for this station.
 DI1656
 DI1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9808170768(NAD 83)
 DI1656_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1656
 DI1656                          STATION DESCRIPTION
 DI1656
 DI1656'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1656'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DI1656'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DI1656'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DI1656'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DI1656'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1238 ***********************************************************************
 MF1238  DESIGNATION -  EJRR I 5 D CO
 MF1238  PID         -  MF1238
 MF1238  STATE/COUNTY-  IL/DU PAGE
 MF1238  USGS QUAD   -  NAPERVILLE (1993)
 MF1238
 MF1238                         *CURRENT SURVEY CONTROL
 MF1238  ___________________________________________________________________
 MF1238* NAD 83(1986)-  41 48 05.     (N)    088 13 47.     (W)     SCALED    
 MF1238* NAVD 88     -       223.661  (meters)     733.79   (feet)  ADJUSTED  
 MF1238  ___________________________________________________________________
 MF1238  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF1238  DYNAMIC HT  -         223.584 (meters)     733.54  (feet)  COMP
 MF1238  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 MF1238
 MF1238  VERT ORDER  -  THIRD
 MF1238
 MF1238.The horizontal coordinates were scaled from a topographic map and have
 MF1238.an estimated accuracy of +/- 6 seconds.
 MF1238
 MF1238.The orthometric height was determined by differential leveling
 MF1238.and adjusted by the National Geodetic Survey in June 1991..
 MF1238
 MF1238.The geoid height was determined by GEOID03.
 MF1238
 MF1238.The dynamic height is computed by dividing the NAVD 88
 MF1238.geopotential number by the normal gravity value computed on the
 MF1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1238.degrees latitude (g = 980.6199 gals.).
 MF1238
 MF1238.The modeled gravity was interpolated from observed gravity values.
 MF1238
 MF1238;                    North         East    Units  Estimated Accuracy
 MF1238;SPC IL E     -   570,050.      308,610.      MT  (+/- 180 meters Scaled)
 MF1238
 MF1238                          SUPERSEDED SURVEY CONTROL
 MF1238
 MF1238.No superseded survey control is available for this station.
 MF1238
 MF1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM978284(NAD 83)
 MF1238_MARKER: DB = BENCH MARK DISK
 MF1238_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MF1238_SP_SET: RAILROAD OVERPASS
 MF1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1238+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 MF1238
 MF1238  HISTORY     - Date     Condition        Report By
 MF1238  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1238  HISTORY     - 19980418 GOOD             USPSQD
 MF1238  HISTORY     - 20051021 GOOD             GEWALT
 MF1238
 MF1238                          STATION DESCRIPTION
 MF1238
 MF1238'DESCRIBED BY MARCHESE AND SONS 1983
 MF1238'3.5 MI WEST FROM WARRENVILLE.
 MF1238'3.5 MILES WEST-SOUTHWEST OF WARRENVILLE ON THE EAST SIDE OF ELGIN
 MF1238'JOLIET AND EASTERN RAILROAD COMPANY OVERPASS OF THE EAST-WEST TOLLWAY
 MF1238'ILLINOIS 5, FROM THE JUNCTION OF STATE HIGHWAY 59 AND THE EAST-WEST
 MF1238'TOLLWAY ILLINOIS 5, GO SOUTH ON HIGHWAY 59 FOR 0.25 MILE TO DIEHL ROAD
 MF1238'THEN WEST ON DIEHL ROAD FOR 1.5 MILES TO ELGIN JOLIET AND EASTERN
 MF1238'RAILROAD COMPANY RAILROAD TRACK INTERSECTION, THEN NORTH ON SINGLE
 MF1238'TRACK 750.0 FEET TO MARK ON THE RIGHT, IN A 2-FOOT WIDE CONCRETE WALL
 MF1238'ON THE EAST SIDE OF OVERPASS STRUCTURE, AT TOP OF WALL, 13.6 FEET
 MF1238'NORTH OF SOUTH END.
 MF1238
 MF1238                          STATION RECOVERY (1998)
 MF1238
 MF1238'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1238'RECOVERED IN GOOD CONDITION.
 MF1238
 MF1238                          STATION RECOVERY (2005)
 MF1238
 MF1238'RECOVERY NOTE BY GEWALT-HAMILTON 2005 (LSM)
 MF1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0630 ***********************************************************************
 KC0630  DESIGNATION -  EL DARA
 KC0630  PID         -  KC0630
 KC0630  STATE/COUNTY-  IL/PIKE
 KC0630  USGS QUAD   -  ROCKPORT (1991)
 KC0630
 KC0630                         *CURRENT SURVEY CONTROL
 KC0630  ___________________________________________________________________
 KC0630* NAD 83(1997)-  39 37 27.97708(N)    091 01 25.60852(W)     ADJUSTED  
 KC0630* NAVD 88     -       242.57   (+/-2cm)     795.8    (feet)  VERTCON   
 KC0630  ___________________________________________________________________
 KC0630  X           -     -87,899.812 (meters)                     COMP
 KC0630  Y           -  -4,918,782.900 (meters)                     COMP
 KC0630  Z           -   4,046,088.698 (meters)                     COMP
 KC0630  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KC0630  ELLIP HEIGHT-         210.19  (meters)          (10/21/99) GPS OBS
 KC0630  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KC0630
 KC0630  HORZ ORDER  -  FIRST
 KC0630  VERT ORDER  -  THIRD ? (See Below)
 KC0630  ELLP ORDER  -  FOURTH    CLASS I
 KC0630
 KC0630.The horizontal coordinates were established by classical geodetic methods
 KC0630.and adjusted by the National Geodetic Survey in October 1999..
 KC0630
 KC0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0630.The vertical order pertains to the NGVD 29 superseded value.
 KC0630
 KC0630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0630
 KC0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0630
 KC0630.The ellipsoidal height was determined by GPS observations
 KC0630.and is referenced to NAD 83.
 KC0630
 KC0630.The geoid height was determined by GEOID03.
 KC0630
 KC0630;                    North         East     Units Scale Factor Converg.
 KC0630;SPC IL W     -   328,642.269   626,412.186   MT  1.00000782   -0 32 47.9
 KC0630;SPC IL W     - 1,078,220.51  2,055,153.98   sFT  1.00000782   -0 32 47.9
 KC0630;SPC MO E     -   420,883.281   205,031.202   MT  0.99995822   -0 20 02.6
 KC0630;UTM  15      - 4,387,940.812   669,616.393   MT  0.99995421   +1 15 38.3
 KC0630
 KC0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0630!SPC IL W     -   0.99996703  x   1.00000782  =   0.99997485
 KC0630!SPC MO E     -   0.99996703  x   0.99995822  =   0.99992525
 KC0630!UTM  15      -   0.99996703  x   0.99995421  =   0.99992124
 KC0630
 KC0630:                Primary Azimuth Mark                     Grid Az
 KC0630:SPC IL W     -  EL DARA RM 1                             108 25 28.0
 KC0630:SPC MO E     -  EL DARA RM 1                             108 12 42.7
 KC0630:UTM  15      -  EL DARA RM 1                             106 37 01.8
 KC0630
 KC0630|---------------------------------------------------------------------|
 KC0630| PID    Reference Object                     Distance      Geod. Az  |
 KC0630|                                                           dddmmss.s |
 KC0630| CL8443 EL DARA RM 1                                       1075240.1 |
 KC0630| CL8445 EL DARA RM 3                         46.677 METERS 15910     |
 KC0630| CL8446 EL DARA RM 4                         21.151 METERS 22054     |
 KC0630| CL8444 EL DARA RM 2                         53.644 METERS 24616     |
 KC0630| CL8447 EL DARA RM 5                          9.483 METERS 34619     |
 KC0630|---------------------------------------------------------------------|
 KC0630
 KC0630                          SUPERSEDED SURVEY CONTROL
 KC0630
 KC0630  NAD 83(1997)-  39 37 27.98256(N)    091 01 25.60963(W) AD(       ) 1
 KC0630  NAD 83(1986)-  39 37 27.98237(N)    091 01 25.60638(W) AD(       ) 1
 KC0630  NAD 27      -  39 37 27.81600(N)    091 01 25.12500(W) AD(       ) 1
 KC0630  NGVD 29 (07/19/86)  242.64   (m)          796.1    (f) LEVELING    3  
 KC0630
 KC0630.Superseded values are not recommended for survey control.
 KC0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0630.See file dsdata.txt to determine how the superseded data were derived.
 KC0630
 KC0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD6961687941(NAD 83)
 KC0630_MARKER: DS = TRIANGULATION STATION DISK
 KC0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0630_SP_SET: CONCRETE POST
 KC0630_STAMPING: EL DARA 1931
 KC0630_MARK LOGO: CGS   
 KC0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0630+STABILITY: SURFACE MOTION
 KC0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0630+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1991
 KC0630
 KC0630  HISTORY     - Date     Condition        Report By
 KC0630  HISTORY     - 1931     MONUMENTED       CGS
 KC0630  HISTORY     - 1931     GOOD             CGS
 KC0630  HISTORY     - 1939     GOOD             CGS
 KC0630  HISTORY     - 1972     GOOD             USGS
 KC0630  HISTORY     - 1973     GOOD             NGS
 KC0630  HISTORY     - 1976     GOOD             NGS
 KC0630  HISTORY     - 19901002 GOOD             NGS
 KC0630  HISTORY     - 19910604 GOOD             NGS
 KC0630
 KC0630                          STATION DESCRIPTION
 KC0630
 KC0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0630'FIVE MILES SOUTH OF BARRY, 1.8 MILES WEST OF EL DARA, ON LAND
 KC0630'OWNED BY DENNY LYONS, ON HIGHEST POINT IN BARNYARD, 24.5 FEET
 KC0630'SOUTH OF NORTH FENCE OF BARNYARD, 73.5 FEET NORTH OF LARGE BARN,
 KC0630'28.0 FEET SOUTHWEST OF GATE LEADING TO LANE AND FIELDS, AND 32.0
 KC0630'FEET WEST OF CORNCRIB.  TO REACH FROM EL DARA, GO WEST VIA
 KC0630'MAIN STREET 1.8 MILES TO FARMHOUSE, TURN NORTH INTO ENTRANCE
 KC0630'AND CONTINUE TO STATION SITE IN BARNYARD.  SURFACE AND
 KC0630'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 KC0630'UPPER MARK IS FLUSH WITH GROUND.  REFERENCE MARKS
 KC0630'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 KC0630'ON TOP OF SMALL BANK ON NORTH SIDE OF ROAD, ON TREE LINE AND 21
 KC0630'METERS (69 FEET) WEST OF TWO LARGE TREES, 7 METERS (23 FEET)
 KC0630'NORTH OF GRAVEL ROAD, 39 METERS (128 FEET) WEST OF WEST FENCE OF
 KC0630'HOG YARD, 3 METERS (10 FEET) SOUTH OF CULTIVATED FIELD, AND
 KC0630'ONE-HALF MILE FROM STATION.
 KC0630'NO. 2 IS IN NORTHWEST CORNER OF CULTIVATED
 KC0630'PATCH 41 METERS (135 FEET) WEST OF LARGE BARN, AND 53.61
 KC0630'METERS (175.9 FEET) FROM STATION.
 KC0630
 KC0630                          STATION RECOVERY (1931)
 KC0630
 KC0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 KC0630'RECOVERED IN GOOD CONDITION.
 KC0630
 KC0630                          STATION RECOVERY (1939)
 KC0630
 KC0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0630'THE STATION MARK, AND THE REFERENCE MARKS NOS. 1 AND 2 WERE
 KC0630'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCE MARK
 KC0630'NO. 3 1939 WAS ESTABLISHED.  THE NORTH-AND-SOUTH FENCE OF THE
 KC0630'BARNYARD, THE GATE LEADING TO THE LANE AND THE FIELDS, THE CORN
 KC0630'CRIB, AND THE FENCE LINE AT THE NORTH EDGE OF THE BARNYARD, HAVE
 KC0630'BEEN DESTROYED.  THE DISTANCES AND THE DIRECTIONS TO THE MARKS
 KC0630'WERE CHECKED IN THE FIELD AND SHOULD BE ACCEPTED AS CORRECT.
 KC0630'
 KC0630'THE STATION IS LOCATED 5.0 MILES SOUTH OF BARRY, 1.8 MILES WEST
 KC0630'OF EL DARA, IN THE SE 1/4 OF THE SW 1/4 OF SEC. 18, T 5 S, R
 KC0630'5 W, ON THE HIGHEST POINT OF THE CORN FIELD, AND 73.5 FEET
 KC0630'NORTH OF THE NORTHEAST CORNER OF A LARGE BARN.  THE MARK
 KC0630'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 KC0630'EL DARA 1931.
 KC0630'
 KC0630'TO REACH THE STATION FROM THE POST OFFICE IN EL DARA, GO WEST ON
 KC0630'A GRAVEL ROAD FOR 1.65 MILES TO A FARM ENTRANCE AT THE RIGHT,
 KC0630'TURN RIGHT AND FOLLOW THE FARM ROAD NORTH, FOR 0.1 MILE TO THE
 KC0630'STRAW BARN AND THE STATION.
 KC0630'
 KC0630'REFERENCE MARK NO. 1 (1931) (AZIMUTH MARK) IS APPROXIMATELY 0.35
 KC0630'MILE EAST-SOUTHEAST OF THE STATION, ON THE TOP OF A SMALL BANK
 KC0630'ON THE NORTH SIDE OF THE ROAD, 60 FEET WEST OF THE WESTMOST OF
 KC0630'TWO LARGE TREES, 21.5 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 KC0630'ROAD, 112 FEET WEST OF THE WEST FENCE OF THE HOG YARD, AND 5 FEET
 KC0630'SOUTH OF THE FENCE LINE.  THE MARK PROJECTS 4 INCHES
 KC0630'ABOVE THE GROUND AND IS STAMPED EL DARA NO 1 1931.  REFERENCE
 KC0630'MARK NO. 2 IS 53.61 METERS (175.9 FEET) SOUTHWEST OF THE STATION
 KC0630'IN THE NORTHWEST CORNER OF A CULTIVATED PATCH.  THIS IS THE
 KC0630'1931 MEASUREMENT.  THIS DISTANCE COULD NOT BE MEASURED
 KC0630'BECAUSE THERE WAS A STRAW STACK IN LINE TO THE MARK.  THE MARK
 KC0630'IS 111 FEET WEST OF THE WEST EDGE OF A LARGE BARN.  THE MARK
 KC0630'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED EL
 KC0630'DARA NO 2 1931.  REFERENCE MARK NO. 3 IS 46.700 METERS
 KC0630'(153.22 FEET) SOUTH-SOUTHEAST OF THE STATION AT
 KC0630'THE NORTHWEST CORNER OF THE IMPLEMENT SHED, 18.5 FEET EAST
 KC0630'OF THE CENTER LINE OF THE FARM ROAD, AND 36 FEET SOUTHWEST
 KC0630'OF THE RIM OF AN OLD SILO FOUNDATION.  THE MARK, NOTE 11A,
 KC0630'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED EL DARA NO
 KC0630'3 1939.
 KC0630'
 KC0630'ALL MARKS ARE WITNESSED BY 4 IN BY 4 IN WHITE WOODEN POSTS WHICH
 KC0630'PROJECT APPROXIMATELY 2-1/2 FEET ABOVE THE GROUND.
 KC0630'
 KC0630'A 64-FOOT TOWER IS NEEDED TO SEE A 37-FOOT TOWER AT LOUISIANA
 KC0630'1931.
 KC0630'
 KC0630'A 37-FOOT TOWER AT PLEASANT, A 64-FOOT TOWER AT LANE, AT 64-FOOT
 KC0630'TOWER AT SHINN, AND A 64-FOOT TOWER AT LONG ARE VISIBLE FROM
 KC0630'THE GROUND AT THIS STATION.
 KC0630
 KC0630                          STATION RECOVERY (1972)
 KC0630
 KC0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 KC0630'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION.
 KC0630'
 KC0630'DIRECTIONS AND DISTANCES CHECKED OK.
 KC0630'
 KC0630'DESCRIPTION IS ADEQUATE EXCEPT BUILDINGS ARE GONE.
 KC0630'
 KC0630'DIRECTION AND DISTANCE FIVE MILES SOUTH OF BARRY, 1.8 MILES WEST OF
 KC0630'EL DARA, ON.
 KC0630
 KC0630                          STATION RECOVERY (1973)
 KC0630
 KC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (K)
 KC0630'THE STATION MARK AND THE REFERENCE MARKS NOS. 1, 2, AND 3 WERE
 KC0630'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE BARN MENTIONED IN
 KC0630'THE 1939 RECOVERY HAS BEEN DESTROYED.  LOCATIONS OF ALL MARKS WILL
 KC0630'BE REDESCRIBED BECAUSE OF CHANGES IN THE SITE AREA.  THE MAIN MARK
 KC0630'EL DARA (1931) IS ON THE HIGHEST POINT IN A PASTURE AND 61.8 FT.
 KC0630'NORTH OF A POWER POLE SET IN FENCE LINE.  AND 7.8 FT. EAST OF
 KC0630'METAL WITNESS POST SET IN NORTH/SOUTH FENCE LINE.
 KC0630'
 KC0630'TO REACH THE STATION FROM THE INTERSECTION OF HWYS 36 AND 54, GO
 KC0630'NORTHWEST ON HWY 36 FOR 1.0 MILE TO A PAVED ROAD TO THE LEFT.  TURN
 KC0630'LEFT AND GO WEST ON EL DARA RD. FOR 5.75 MILES TO PAVED ROAD ON
 KC0630'LEFT IN THE TOWN OF EL DARA.  CONTINUE STRAIGHT ON EL DARA RD. FOR
 KC0630'1.35 MILES TO AZIMUTH MARK ON THE NORTH SIDE OF THE ROAD.  FROM
 KC0630'THE AZIMUTH MARK CONTINUE .30 MILE TO FARM ROAD ON THE RIGHT.
 KC0630'TURN RIGHT THROUGH GATE AND GO 0.10 MILE TO GATE AND THE STATION.
 KC0630'
 KC0630'RM NO. 1 IS APPROXIMATELY 0.35 MILE ESE OF THE MAIN MARK.  ON TOP
 KC0630'OF SMALL BANK ON THE NORTH SIDE OF THE ROAD.  203.0 FT. WEST OF
 KC0630'POWER POLE SOUTH OF OLD WOODEN BARN.  21.0 FT. NORTH OF CENTERLINE
 KC0630'OF GRAVEL ROAD.  AND 4.0 FT. SOUTH OF FENCELINE.  THE INSCRIPTION
 KC0630'IS EL DARA 1931 NO. 1.  A WITNESS POST IS BY THE MARK.
 KC0630'
 KC0630'RM NO. 2 IS SOUTHWEST OF THE MAIN MARK IN THE NORTHEAST CORNER OF
 KC0630'A PASTURE UNDER A LONE-STANDING TREE.  48.7 FT. SOUTH OF AN
 KC0630'EAST/WEST FENCELINE.  AND 194.4 FT. WEST OF THE NORTH/SOUTH FARM
 KC0630'ROAD.
 KC0630'
 KC0630'RM NO. 3 IS 91.5 FT. SOUTH OF PASTURE GATE.  23.2 FT. EAST OF
 KC0630'NORTH/SOUTH FARM ROAD.  12.8 FT. EAST OF NORTH/SOUTH FENCELINE.  AND
 KC0630'115.0 FT. NORTH OF POWER POLE SET IN NORTH/SOUTH FENCELINE.
 KC0630'
 KC0630'THE OWNER OF THE PROPERTY IS MR. JESSE TITTSWORTH, BARRY, ILLINOIS,
 KC0630'PHONE--335-2278.
 KC0630'
 KC0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.65 MILES WEST OF
 KC0630'EL DARA.
 KC0630
 KC0630                          STATION RECOVERY (1976)
 KC0630
 KC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KC0630'STATION, REFERENCE MARKS 1, 2 AND 3 WERE FOUND.  REFERENCE MARK 2
 KC0630'WAS EXPOSED ALL EXCEPT FOR ABOUT 4 INCHES.  REFERENCE MARK 3 HAD
 KC0630'BEEN HIT BY FARM EQUIPMENT BUT SOLID IN THE GROUND.  THE PROPERTY
 KC0630'OWNER REQUESTED THAT THE REFERENCE MARKS BE MOVED TO THE
 KC0630'FENCELINE.  REFERENCE MARKS 4 AND 5 WERE SET AND AFTER
 KC0630'VERIFICATION OF THE DISTANCE AND DIRECTION OF REFERENCE MARKS
 KC0630'2 AND 3 THE DISKS WERE SALVAGED.  A NEW DESCRIPTION FOLLOWS.
 KC0630'
 KC0630'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF BARRY, 1.5
 KC0630'MILES WEST OF THE VILLAGE OF EL DARA AND ON PROPERTY OF MR. JESSE
 KC0630'TITTSWORTH OF BARRY, ILLINOIS.  PHONE NO. 335-2278.  IT IS 78.5
 KC0630'FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE CISTERN BASE, 62
 KC0630'FEET NORTH OF A POWER POLE, 66 FEET NORTHWEST OF A FENCE CORNER,
 KC0630'8 FEET EAST OF A FENCELINE, 7 FEET EAST OF A METAL WITNESS POST.
 KC0630'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED EL
 KC0630'DARA 1931.
 KC0630'
 KC0630'REFERENCE MARK 4 IS 40 FEET WEST OF A POWER POLE AND FENCE CORNER,
 KC0630'1 FOOT EAST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH OF A
 KC0630'FENCELINE.  THE MONUMENT IS FLUSH AND THE DISK STAMPED EL DARA 1931
 KC0630'NO 4 1976.
 KC0630'
 KC0630'REFERENCE MARK 5 IS 30.6 FEET NORTH OF A METAL WITNESS POST AND 0.5
 KC0630'EAST OF A FENCELINE.  THE MONUMENT IS FLUSH AND THE DISK STAMPED
 KC0630'EL DARA 1931 NO 5 1976.
 KC0630'
 KC0630'REFERENCE MARK 1 (AZIMUTH MARK) IS 22 FEET NORTH OF THE CENTERLINE
 KC0630'OF ROAD, 3 FEET SOUTH OF FENCELINE AND 1 FOOT WEST OF A METAL
 KC0630'WITNESS POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK STAMPED
 KC0630'EL DARA NO 1 1931.
 KC0630'
 KC0630'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND RODGERS
 KC0630'STREET IN BARRY, GO SOUTH ON RODGERS STREET FOR 7.0 MILES TO A
 KC0630'T-ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.15 MILES
 KC0630'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON THE ROAD FOR
 KC0630'0.25 MILE TO TWO GATES ON THE RIGHT.  TURN RIGHT THROUGH EITHER
 KC0630'GATE AND GO NORTH ON FARM ROAD FOR 0.1 MILE TO THE STATION AS
 KC0630'DESCRIBED.
 KC0630'
 KC0630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTH
 KC0630'SOUTHWEST OF BARRY.
 KC0630'
 KC0630'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KC0630
 KC0630                          STATION RECOVERY (1990)
 KC0630
 KC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KC0630'STATION MARK RECOVERED IN GOOD CONDITION.  STATION IS LOCATED ABOUT
 KC0630'17.0 KM (10.6 MI) WEST-NORTHWEST OF PITTSFIELD, 2.5 KM (1.6 MI) WEST
 KC0630'OF THE EL DARA COMMUNITY, AT A JOG IN A TRACK ROAD LEADING TO FARM
 KC0630'BUILDINGS, AT SEVERAL BEE HIVES, IN THE SOUTHWEST 1/4 OF SECTION 18,
 KC0630'T 5 S, R 5 W.  OWNERSHIP--JAMES BORROWMAN, P.O. BOX 100, KINDERHOOK,
 KC0630'IL 62345.  PHONE NUMBER IS 217-426-2921.  NOTE--HAVE TO PASS THROUGH
 KC0630'LOCKED GATETO REACH STATION.  CONTACT JESSE TITSWORTH, ROGERS STREET,
 KC0630'BARRY, IL.  PHONE 217-335-2278 FOR ENTRY.
 KC0630'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 36 AND 54 (ABOUT
 KC0630'5 KM (3.1 MI) WEST OF PITTSFIELD), GO NORTHWEST ON HIGHWAY 36 FOR
 KC0630'1.77 KM (1.10 MI) TO A PAVED CROSSROAD.  TURN LEFT, WEST, FOR 10.11
 KC0630'KM (6.28 MI) TO A PAVED ROAD RIGHT AT END OF PAVEMENT ON THE WEST
 KC0630'SIDE OF EL DARA.  CONTINUE WEST ON GRAVEL ROAD FOR 2.42 KM (1.50 MI)
 KC0630'TO A TRACK ROAD AND DOUBLE GATE ON THE RIGHT.  TURN RIGHT, NORTH,
 KC0630'PASSING THROUGH WESTERNMOST GATE, FOR 0.17 KM (0.11 MI) TO A JOG IN
 KC0630'THE ROAD AND STATION ON THE LEFT.
 KC0630'STATION MARK IS SET IN THE TOP OF A 40-CM SQUARE CONCRETE POST
 KC0630'PROJECTING 2 CM.  IT IS 6.8 M (22.3 FT) SOUTHWEST OF THE ROAD CENTER,
 KC0630'1.7 M (5.6 FT) EAST OF A WIRE FENCE, 2.3 M (7.5 FT) EAST OF A METAL
 KC0630'WITNESS POST, 20.2 M (66.3 FT) NORTHWEST OF A FENCE POST, AND 12.7 M
 KC0630'(41.7 FT) NORTH OF A GAP IN THE NORTH-SOUTH FENCE LINE.
 KC0630
 KC0630                          STATION RECOVERY (1991)
 KC0630
 KC0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KC0630'STATION IS LOCATED ABOUT 17 KM (10.6 MI) WEST-NORTHWEST OF PITTSFIELD,
 KC0630'2.5 KM (1.6 MI) WEST OF THE EL DARA COMMUNITY, AT A JOG IN A TRACK
 KC0630'ROAD LEADING TO FARM BUILDINGS AND SEVERAL BEE HIVES.
 KC0630'OWNERSHIP--JAMES D. BARROWMAN, BOX 100, KINDERHOOK, IL 62345.  PHONE
 KC0630'217-426-2921.
 KC0630'TO REACH FROM THE JUNCTION OF US HIGHWAYS 36 AND 54 (ABOUT 5 KM
 KC0630'(3.1 MI) WEST OF PITTSFIELD), GO NORTHWEST ON HIGHWAY 36 FOR 1.77 KM
 KC0630'(1.10 MI) TO A PAVED CROSSROAD. TURN LEFT, WEST, FOR 10.11 KM
 KC0630'(6.28 MI) TO A PAVED ROAD RIGHT AT END OF PAVEMENT ON THE WEST SIDE
 KC0630'OF EL DARA. CONTINUE WEST ON GRAVEL ROAD FOR 1.99 KM (1.24 MI) TO A
 KC0630'TRACK ROAD AND DOUBLE GATE ON THE RIGHT, NORTH, FOR 0.49 KM
 KC0630'(0.30 MI) TO A JOG IN THE ROAD AND STATION ON THE LEFT.
 KC0630'STATION MARK IS SET IN THE TOP OF A 40-CM SQUARE CONCRETE POST
 KC0630'PROJECTING 2 CM. IT IS 6.8 M (22.3 FT) SOUTHWEST OF THE ROAD CENTER,
 KC0630'1.7 M (5.6 FT) EAST OF A WIRE FENCE, 2.3 M (7.5 FT) EAST OF A METAL
 KC0630'WITNESS POST, 20.2 M (66.3 FT) NORTHWEST OF THE EAST GATE POST, AND
 KC0630'12.7 M (41.7 FT) NORTH OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0869 ***********************************************************************
 LC0869  DESIGNATION -  EL PASO
 LC0869  PID         -  LC0869
 LC0869  STATE/COUNTY-  IL/WOODFORD
 LC0869  USGS QUAD   -  EL PASO (1995)
 LC0869
 LC0869                         *CURRENT SURVEY CONTROL
 LC0869  ___________________________________________________________________
 LC0869* NAD 83(1997)-  40 44 19.11149(N)    089 00 57.20552(W)     ADJUSTED  
 LC0869* NAVD 88     -       227.880  (meters)     747.64   (feet)  ADJUSTED  
 LC0869  ___________________________________________________________________
 LC0869  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LC0869  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0869  DYNAMIC HT  -         227.778 (meters)     747.30  (feet)  COMP
 LC0869  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LC0869
 LC0869  HORZ ORDER  -  SECOND
 LC0869  VERT ORDER  -  FIRST     CLASS II
 LC0869
 LC0869.The horizontal coordinates were established by classical geodetic methods
 LC0869.and adjusted by the National Geodetic Survey in October 1999..
 LC0869
 LC0869.The orthometric height was determined by differential leveling
 LC0869.and adjusted by the National Geodetic Survey in June 1991..
 LC0869.WARNING-Repeat measurements at this control monument indicate possible
 LC0869.vertical movement.
 LC0869
 LC0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0869
 LC0869.The geoid height was determined by GEOID03.
 LC0869
 LC0869.The dynamic height is computed by dividing the NAVD 88
 LC0869.geopotential number by the normal gravity value computed on the
 LC0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0869.degrees latitude (g = 980.6199 gals.).
 LC0869
 LC0869.The modeled gravity was interpolated from observed gravity values.
 LC0869
 LC0869;                    North         East     Units Scale Factor Converg.
 LC0869;SPC IL W     -   452,640.132   797,197.479   MT  1.00005742   +0 45 03.8
 LC0869;SPC IL W     - 1,485,036.83  2,615,472.06   sFT  1.00005742   +0 45 03.8
 LC0869;SPC IL E     -   452,242.477   242,347.926   MT  1.00001589   -0 26 43.6
 LC0869;SPC IL E     - 1,483,732.19    795,103.15   sFT  1.00001589   -0 26 43.6
 LC0869;UTM  16      - 4,511,699.107   329,787.323   MT  0.99995662   -1 18 57.3
 LC0869
 LC0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0869!SPC IL W     -   0.99996931  x   1.00005742  =   1.00002673
 LC0869!SPC IL E     -   0.99996931  x   1.00001589  =   0.99998520
 LC0869!UTM  16      -   0.99996931  x   0.99995662  =   0.99992594
 LC0869
 LC0869|---------------------------------------------------------------------|
 LC0869| PID    Reference Object                     Distance      Geod. Az  |
 LC0869|                                                           dddmmss.s |
 LC0869| LC0867 EL PASO RM                           81.190 METERS 35114     |
 LC0869| LC0860 PANOLA                              APPROX. 5.0 KM 3552549.0 |
 LC0869|---------------------------------------------------------------------|
 LC0869
 LC0869                          SUPERSEDED SURVEY CONTROL
 LC0869
 LC0869  NAD 83(1986)-  40 44 19.12698(N)    089 00 57.21033(W) AD(       ) 2
 LC0869  NAD 27      -  40 44 19.00000(N)    089 00 56.94700(W) AD(       ) 2
 LC0869  NGVD 29 (??/??/92)  227.916  (m)          747.75   (f) ADJ UNCH    1 2
 LC0869
 LC0869.Superseded values are not recommended for survey control.
 LC0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0869.See file dsdata.txt to determine how the superseded data were derived.
 LC0869
 LC0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2978711699(NAD 83)
 LC0869_MARKER: DS = TRIANGULATION STATION DISK
 LC0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0869_SP_SET: SEMAPHORE
 LC0869_STAMPING: 748.007 EL PASO 1920
 LC0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0869
 LC0869  HISTORY     - Date     Condition        Report By
 LC0869  HISTORY     - 1920     MONUMENTED       CGS
 LC0869  HISTORY     - 1927     GOOD             CGS
 LC0869  HISTORY     - 1939     GOOD             CGS
 LC0869  HISTORY     - 1969     GOOD             NGS
 LC0869  HISTORY     - 1972     GOOD             ILDT
 LC0869  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0869  HISTORY     - 19981122 MARK NOT FOUND   USPSQD
 LC0869
 LC0869                          STATION DESCRIPTION
 LC0869
 LC0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LC0869'STATION IS LOCATED AT EL PASO, ON THE W SIDE OF THE ILLINOIS
 LC0869'CENTRAL RAILROAD TRACK, 50 YARDS N OF THE ILLINOIS CENTRAL
 LC0869'RAILROAD STATION, 15 YARDS N OF THE N SIDE OF THE BAGGAGE
 LC0869'ROOM, AND 4.85 METERS (15.91 FEET) W OF THE W AND NEAREST RAIL.
 LC0869'THE STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE BASE
 LC0869'OF A LAMP-POST WHICH IS AT THE EDGE OF THE BRICK STATION
 LC0869'PLATFORM.  THE REFERENCE MARK IS A STANDARD BRONZE DISK SET
 LC0869'IN CONCRETE, AND IS ON THE SAME SIDE
 LC0869'OF THE TRACK, JUST S OF FIRST STREET, 81.19 METERS (WHICH
 LC0869'EQUALS 266.37 FEET, BUT THE FIELD NOTES ALSO SHOW A MEASUREMENT
 LC0869'OF 269.04 FEET, AND IT IS NOT KNOWN WHICH IS CORRECT) FROM
 LC0869'THE STATION, N 08 DEG 46 MIN W.  THE ELEVATION OF
 LC0869'THE STATION MARK IS 228.154 METERS (748.535 FEET).
 LC0869'
 LC0869'THE REFERENCE MARK IS 81.19 METERS (COMPUTED DISTANCE NNW OF
 LC0869'THE STATION, 34.8 FEET W OF THE W RAIL OF THE ILLINOIS CENTRAL
 LC0869'TRACKS AND 8 FEET S OF THE S CURB OF FIRST STREET.  THE MARK
 LC0869'IS A STANDARD U.S.C. AND G.S. REFERENCE MARK DISK SET IN A
 LC0869'12-INCH SQUARE CONCRETE POST, 1 INCH BELOW THE SURFACE OF
 LC0869'THE GROUND AND IS STAMPED EL PASO 1920.
 LC0869
 LC0869                          STATION RECOVERY (1927)
 LC0869
 LC0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (JSB)
 LC0869'DESCRIPTION GOOD.  MARKS WERE RECOVERED IN GOOD CONDITION.
 LC0869
 LC0869                          STATION RECOVERY (1939)
 LC0869
 LC0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC0869'THIS IS A PRECISE TRAVERSE STATION.  STATION AND REFERENCE
 LC0869'MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LC0869'THERE IS A DISCREPANCY OF 0.528 FOOT BETWEEN THE ELEVATION
 LC0869'STAMPED ON THE STATION AND REFERENCE MARKS AND THAT GIVEN IN
 LC0869'THE ORIGINAL DESCRIPTION.  IT IS LOCATED IN THE TOWN OF
 LC0869'EL PASO AND ON THE RIGHT-OF-WAY OF THE ILLINOIS CENTRAL
 LC0869'RAILROAD.  IT IS SET AT THE S EDGE OF AN OLD BRICK STATION
 LC0869'PLATFORM, 200 FEET N OF THE ILLINOIS CENTRAL STATION.  182
 LC0869'FEET N OF THE N RAIL OF THE TOLEDO, PEORIA AND WESTERN RAILROAD
 LC0869'TRACKS AND 15.9 FEET W OF THE W RAIL OF THE ILLINOIS CENTRAL
 LC0869'TRACKS.  IT IS MARKED BY A STANDARD BRONZE DISK SET IN THE
 LC0869'CONCRETE FOUNDATION OF AN OLD SEMAPHORE SIGNAL SET
 LC0869'FLUSH WITH THE SURFACE OF THE GROUND AND STAMPED, EL
 LC0869'PASO 1920 749.007.
 LC0869'
 LC0869'TRAVERSE CONNECTIONS WERE MADE FROM THE STATION MARK AND
 LC0869'THE REFERENCE MARK TO EL PASO ECC. 1939.
 LC0869'
 LC0869'THE DISTANCE FROM EL PASO (PRECISE TRAVERSE STATION 1920
 LC0869'U.S.C. AND G.S.) TO EL PASO ECC 1939, IS 14.290 METERS 46.88
 LC0869'FEET.
 LC0869'
 LC0869'THE DISTANCE FROM EL PASO REFERENCE MARK (PRECISE TRAVERSE
 LC0869'STATION 1920 U.S.C. AND G.S.) TO EL PASO ECC. 1939 IS 69.655
 LC0869'METERS, 228.52 FEET.
 LC0869
 LC0869                          STATION RECOVERY (1969)
 LC0869
 LC0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0869'AT EL PASO.
 LC0869'AT EL PASO, 217 FEET NORTH OF THE NORTHWEST CORNER OF THE ILLINOIS
 LC0869'CENTRAL RAILROAD STATION, 113 1/2 FEET NORTH OF THE CENTER LINE
 LC0869'OF W. FRONT STREET, 103 FEET EAST OF THE CENTER LINE OF N. CENTRAL
 LC0869'STREET, 16 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE EAST
 LC0869'EDGE OF AN ABANDONED CONCRETE SEMAPHORE BASE, 47.6 FEET SOUTHEAST
 LC0869'OF THE SOUTHEAST CORNER OF A STONE WALL AT A WAR MEMORIAL, 59
 LC0869'FEET NORTHEAST OF A SPRUCE TREE, 64 1/2 FEET NORTH OF A RAILROAD
 LC0869'SIGNAL BOX, 46.89 FEET SOUTHEAST OF TRIANGULATION STATION EL PASO
 LC0869'ECC 1939, ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND, AND ABOUT
 LC0869'2 FEET ABOVE THE LEVEL OF THE TRACK.  SEC 5, T26N, R2E
 LC0869
 LC0869                          STATION RECOVERY (1972)
 LC0869
 LC0869'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (JWH)
 LC0869'EL PASO ECC 1939 RECOVERED GOOD.
 LC0869'
 LC0869'EL PASO 1920 RECOVERED GOOD.
 LC0869'
 LC0869'EL PASO 1920 RECOVERED GOOD.
 LC0869'
 LC0869'DISTANCE AND DIRECTION FROM NEAREST TOWN--CENTER OF EL PASO.
 LC0869
 LC0869                          STATION RECOVERY (1998)
 LC0869
 LC0869'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0869'MARK NOT FOUND.
 LC0869
 LC0869                          STATION RECOVERY (1998)
 LC0869
 LC0869'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1876 ***********************************************************************
 LC1876  DESIGNATION -  EL PASO CATHOLIC CHURCH SPIRE
 LC1876  PID         -  LC1876
 LC1876  STATE/COUNTY-  IL/WOODFORD
 LC1876  USGS QUAD   -  EL PASO (1995)
 LC1876
 LC1876                         *CURRENT SURVEY CONTROL
 LC1876  ___________________________________________________________________
 LC1876* NAD 83(1997)-  40 44 26.97640(N)    089 00 45.00528(W)     ADJUSTED  
 LC1876* NAVD 88     -                                                        
 LC1876  ___________________________________________________________________
 LC1876  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LC1876  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC1876
 LC1876  HORZ ORDER  -  THIRD
 LC1876
 LC1876.The horizontal coordinates were established by classical geodetic methods
 LC1876.and adjusted by the National Geodetic Survey in October 1999..
 LC1876
 LC1876
 LC1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1876
 LC1876.The geoid height was determined by GEOID03.
 LC1876
 LC1876;                    North         East     Units Scale Factor Converg.
 LC1876;SPC IL W     -   452,886.492   797,480.535   MT  1.00005810   +0 45 11.9
 LC1876;SPC IL W     - 1,485,845.10  2,616,400.72   sFT  1.00005810   +0 45 11.9
 LC1876;SPC IL E     -   452,482.862   242,636.052   MT  1.00001549   -0 26 35.7
 LC1876;SPC IL E     - 1,484,520.86    796,048.45   sFT  1.00001549   -0 26 35.7
 LC1876;UTM  16      - 4,511,935.073   330,079.051   MT  0.99995539   -1 18 49.5
 LC1876
 LC1876                          SUPERSEDED SURVEY CONTROL
 LC1876
 LC1876  NAD 83(1986)-  40 44 26.99180(N)    089 00 45.01043(W) AD(       ) 4
 LC1876  NAD 27      -  40 44 26.86500(N)    089 00 44.74700(W) AD(       ) 3
 LC1876
 LC1876.Superseded values are not recommended for survey control.
 LC1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1876.See file dsdata.txt to determine how the superseded data were derived.
 LC1876
 LC1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3007911935(NAD 83)
 LC1876_MARKER: 90 = CHURCH SPIRE
 LC1876
 LC1876  HISTORY     - Date     Condition        Report By
 LC1876  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1876  HISTORY     - 1972     GOOD             ILDT
 LC1876  HISTORY     - 1990     GOOD             USPSQD
 LC1876  HISTORY     - 19981023 GOOD             USPSQD
 LC1876  HISTORY     - 19981122 GOOD             USPSQD
 LC1876
 LC1876                          STATION DESCRIPTION
 LC1876
 LC1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1876'POINT OBSERVED UPON WAS THE TIP OF THE SPIRE AT THE BASE OF
 LC1876'THE CROSS OF THE CATHOLIC CHURCH.  THE SPIRE IS APPROXIMATELY
 LC1876'75 FEET HIGH AND THE CHURCH IS LOCATED IN THE NORTHEAST PART
 LC1876'OF TOWN.
 LC1876'
 LC1876'OBSERVED UPON FROM TRIANGULATION STATIONS PANOLA ECC 1939,
 LC1876'EL PASO ECC 1939, FEVERS AND DRESSLER.
 LC1876'
 LC1876'AN INTERSECTION STATION.
 LC1876
 LC1876                          STATION RECOVERY (1972)
 LC1876
 LC1876'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (JWH)
 LC1876'ELPASO CATHOLIC CHURCH SPIRE-GOOD CONDITION
 LC1876'
 LC1876'THE PRESENT DESCRIPTION IS GOOD.  THIS SHOULD BE ADDED--THE
 LC1876'STATION IS ST. MARY CATHOLIC CHURCH, ERECTED 1898, LOCATED AT
 LC1876'THE INTERSECTION OF ELM AND THIRD STREET.
 LC1876
 LC1876                          STATION RECOVERY (1990)
 LC1876
 LC1876'RECOVERY NOTE BY US POWER SQUADRON 1990 (PBD)
 LC1876'RECOVERED IN GOOD CONDITION.
 LC1876
 LC1876                          STATION RECOVERY (1998)
 LC1876
 LC1876'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1876'RECOVERED IN GOOD CONDITION.
 LC1876
 LC1876                          STATION RECOVERY (1998)
 LC1876
 LC1876'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0868 ***********************************************************************
 LC0868  DESIGNATION -  EL PASO ECC
 LC0868  PID         -  LC0868
 LC0868  STATE/COUNTY-  IL/WOODFORD
 LC0868  USGS QUAD   -  EL PASO (1995)
 LC0868
 LC0868                         *CURRENT SURVEY CONTROL
 LC0868  ___________________________________________________________________
 LC0868* NAD 83(1997)-  40 44 19.45778(N)    089 00 57.60996(W)     ADJUSTED  
 LC0868* NAVD 88     -       229.274  (meters)     752.21   (feet)  ADJUSTED  
 LC0868  ___________________________________________________________________
 LC0868  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LC0868  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0868  DYNAMIC HT  -         229.171 (meters)     751.87  (feet)  COMP
 LC0868  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LC0868
 LC0868  HORZ ORDER  -  SECOND
 LC0868  VERT ORDER  -  FIRST     CLASS I
 LC0868
 LC0868.The horizontal coordinates were established by classical geodetic methods
 LC0868.and adjusted by the National Geodetic Survey in October 1999..
 LC0868
 LC0868.The orthometric height was determined by differential leveling
 LC0868.and adjusted by the National Geodetic Survey in June 1991..
 LC0868.WARNING-Repeat measurements at this control monument indicate possible
 LC0868.vertical movement.
 LC0868
 LC0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0868
 LC0868.The geoid height was determined by GEOID03.
 LC0868
 LC0868.The dynamic height is computed by dividing the NAVD 88
 LC0868.geopotential number by the normal gravity value computed on the
 LC0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0868.degrees latitude (g = 980.6199 gals.).
 LC0868
 LC0868.The modeled gravity was interpolated from observed gravity values.
 LC0868
 LC0868;                    North         East     Units Scale Factor Converg.
 LC0868;SPC IL W     -   452,650.690   797,187.850   MT  1.00005740   +0 45 03.6
 LC0868;SPC IL W     - 1,485,071.47  2,615,440.47   sFT  1.00005740   +0 45 03.6
 LC0868;SPC IL E     -   452,253.233   242,338.519   MT  1.00001591   -0 26 43.9
 LC0868;SPC IL E     - 1,483,767.48    795,072.29   sFT  1.00001591   -0 26 43.9
 LC0868;UTM  16      - 4,511,710.004   329,778.082   MT  0.99995666   -1 18 57.5
 LC0868
 LC0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0868!SPC IL W     -   0.99996910  x   1.00005740  =   1.00002649
 LC0868!SPC IL E     -   0.99996910  x   1.00001591  =   0.99998500
 LC0868!UTM  16      -   0.99996910  x   0.99995666  =   0.99992576
 LC0868
 LC0868|---------------------------------------------------------------------|
 LC0868| PID    Reference Object                     Distance      Geod. Az  |
 LC0868|                                                           dddmmss.s |
 LC0868| LC0869 EL PASO                              14.288 METERS 13823     |
 LC0868| LC1877 0 7 RESET                            33.597 METERS 16427     |
 LC0868| LC0866 EL PASO ECC AZ MK                                  3525021.3 |
 LC0868| LC0867 EL PASO RM                           69.626 METERS 35736     |
 LC0868|---------------------------------------------------------------------|
 LC0868
 LC0868                          SUPERSEDED SURVEY CONTROL
 LC0868
 LC0868  NAD 83(1986)-  40 44 19.47327(N)    089 00 57.61478(W) AD(       ) 2
 LC0868  NAD 27      -  40 44 19.34700(N)    089 00 57.35100(W) AD(       ) 2
 LC0868  NGVD 29 (??/??/92)  229.310  (m)          752.33   (f) ADJ UNCH    1 1
 LC0868
 LC0868.Superseded values are not recommended for survey control.
 LC0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0868.See file dsdata.txt to determine how the superseded data were derived.
 LC0868
 LC0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2977811710(NAD 83)
 LC0868_MARKER: DS = TRIANGULATION STATION DISK
 LC0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0868_STAMPING: EL PASO ECC 1939
 LC0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0868+STABILITY: SURFACE MOTION
 LC0868
 LC0868  HISTORY     - Date     Condition        Report By
 LC0868  HISTORY     - 1939     MONUMENTED       CGS
 LC0868  HISTORY     - 1959     GOOD             CGS
 LC0868  HISTORY     - 1969     GOOD             CGS
 LC0868  HISTORY     - 1969     GOOD             NGS
 LC0868  HISTORY     - 1972     GOOD             ILDT
 LC0868  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0868
 LC0868                          STATION DESCRIPTION
 LC0868
 LC0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC0868'THE STATION IS LOCATED IN THE TOWN OF EL PASO, ON THE
 LC0868'RIGHT-OF-WAY OF THE ILLINOIS CENTRAL RAILROAD.  IT IS 45
 LC0868'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 119 FEET
 LC0868'NORTH OF THE NORTH CURBING OF MAIN STREET, AND 45 FEET EAST
 LC0868'OF THE EAST CURBING OF A NORTH-AND-SOUTH PAVED STREET.  THE
 LC0868'MARK, IS FLUSH WITH THE GROUND AND IS STAMPED
 LC0868'EL PASO ECC 1939.
 LC0868'
 LC0868'EL PASO 1920 (PTS, USC AND GS) AND EL PASO 1920 R.M. (PTS,
 LC0868'USC AND GS) USED AS REFERENCE MARKS, AND NO NEW REFERENCE
 LC0868'MARKS WERE SET.
 LC0868'
 LC0868'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 LC0868'DISKS SET IN CONCRETE.
 LC0868'
 LC0868'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH-NORTHWEST OF THE
 LC0868'STATION, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, ON
 LC0868'THE SOUTH SIDE OF AN EAST-AND-WEST FENCE LINE, 12 FEET WEST OF A
 LC0868'SOUTHEAST FENCE CORNER, AND 8 FEET NORTHEAST OF A POWER LINE
 LC0868'POLE.  THE MARK, PROJECTS 3 INCHES ABOVE THE GROUND
 LC0868'AND IS STAMPED EL PASO ECC 1939.  TO REACH THE MARK FROM THE
 LC0868'STATION GO NORTH FOR 0.3 MILE TO THE MARK ON THE LEFT (WEST)
 LC0868'SIDE OF THE ROAD.
 LC0868'
 LC0868'THE DISTANCE WAS MEASURED AND THE DIRECTION OBSERVED TO EL
 LC0868'PASO 1920 (PRECISE TRAVERSE STATION U.S.C. AND G.S.).  THE MARK
 LC0868'IS A STANDARD U.S. COAST AND GEODETIC SURVEY TRIANGULATION
 LC0868'DISK SET IN THE CONCRETE FOUNDATION OF AN OLD SEMAPHORE SIGNAL,
 LC0868'FLUSH WITH THE SURFACE OF THE GROUND, ON THE RIGHT-OF-WAY OF
 LC0868'THE ILLINOIS CENTRAL RAILROAD, AT THE SOUTH EDGE OF AN OLD
 LC0868'BRICK STATION PLATFORM.  IT IS 14.290 METERS, 46.88 FEET,
 LC0868'SOUTHEAST OF TRIANGULATION STATION EL PASO ECC 1939, 200 FEET
 LC0868'NORTH OF THE ILLINOIS CENTRAL RAILROAD STATION, 182 FEET
 LC0868'NORTH OF THE NORTH RAIL OF THE TOLEDO, PEORIA AND WESTERN
 LC0868'RAILROAD TRACKS, AND 15.91 FEET WEST OF THE WEST RAIL OF
 LC0868'THE ILLINOIS CENTRAL TRACKS.  STAMPED EL PASO 1920 ELEV
 LC0868'748.007 FEET.
 LC0868'
 LC0868'EL PASO 1920 (PRECISE TRAVERSE STATION U.S.C. AND G.S.).
 LC0868'REFERENCE MARK IS 69.655 METERS, 228.52 FEET, NORTH OF
 LC0868'TRIANGULATION STATION EL PASO 1939, 34.8 FEET WEST OF
 LC0868'THE WEST RAIL OF THE ILLINOIS CENTRAL TRACKS, AND 8 FEET
 LC0868'SOUTH OF THE SOUTH CURBING OF FIRST STREET.  THE MARK IS A
 LC0868'STANDARD UNITED STATES COAST AND GEODETIC SURVEY TRIANGULATION
 LC0868'REFERENCE MARK DISK SET IN A 12-INCH-SQUARE CONCRETE POST, 1
 LC0868'INCH BELOW THE SURFACE OF THE GROUND, AND IS STAMPED EL PASO
 LC0868'1920.
 LC0868'
 LC0868'B.M. 07 IS 33.602 METERS, 110.24 FEET, SOUTH OF TRIANGULATION
 LC0868'STATION EL PASO ECC 1939, 12 FEET NORTH OF THE NORTH CURBING
 LC0868'OF MAIN STREET, AND 23.3 FEET WEST OF THE WEST RAIL OF THE
 LC0868'ILLINOIS CENTRAL TRACKS.  THE MARK IS A STANDARD UNITED STATES
 LC0868'COAST AND GEODETIC SURVEY BENCH MARK SET IN A 12-INCH-SQUARE
 LC0868'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  THE
 LC0868'MARK IS STAMPED 07 RESET 1938.
 LC0868'
 LC0868'THE AZIMUTH MARK IS WITNESSED BY A 4- BY 4-INCH WHITE POST
 LC0868'WHICH PROJECTS 2-1/2 FEET ABOVE THE GROUND.
 LC0868'
 LC0868'A 90-FOOT TOWER NEEDED TO SEE A 64-FOOT TOWER AT HUMMEL.
 LC0868'
 LC0868'A 37-FOOT TOWER NEEDED TO SEE A 64-FOOT TOWER AT PANOLA ECC
 LC0868'1939.
 LC0868'
 LC0868'A 64-FOOT TOWER NEEDED TO SEE A 77-FOOT TOWER AT DRESSLER.
 LC0868'
 LC0868'NOTE--EL PASO 1920 (PRECISE TRAVERSE STATION U.S.C. AND G.S.)
 LC0868'MARK AND EL PASO 1920 (PRECISE TRAVERSE STATION U.S.C. AND G.S.)
 LC0868'REFERENCE MARK ARE USED AS EL PASO ECC 1939 REFERENCE MARKS
 LC0868'AND NO NEW REFERENCE MARKS WERE SET.
 LC0868'
 LC0868'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC0868
 LC0868                          STATION RECOVERY (1959)
 LC0868
 LC0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0868'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LC0868'FOUND TO BE IN GOOD CONDITION.
 LC0868'
 LC0868'THE DIRECTION TO ALL MARKS WAS CHECKED AND FOUND TO BE CORRECT,
 LC0868'EXCEPT TO EL PASO 1920.  A SLIGHT DIFFERENCE IN THE DISTANCE
 LC0868'TO ALL MARKS WAS FOUND.
 LC0868'
 LC0868'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LC0868
 LC0868                          STATION RECOVERY (1969)
 LC0868
 LC0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 LC0868'THE STATION MARK, STAMPED EL PASO ECC 1939 IS 86 YARDS NORTH
 LC0868'OF THE NORTHWEST CORNER OF THE ILLINOIS CENTRAL RAILROAD
 LC0868'STATION AT EL PASO, 44 FEET WEST OF THE WEST RAIL, 151 FEET
 LC0868'NORTH OF THE CENTER LINE OF W. FRONT STREET, 11 FEET EAST OF
 LC0868'THE EAST FACE OF A STONE WAR MEMORIAL WHICH IS LOCATED IN A
 LC0868'PARK, 110.20 FEET NORTH OF BENCH MARK 0 7 RESET 1938, 46.89
 LC0868'FEET NORTHWEST OF TRIANGULATION STATION EL PASO 1920, 228.41
 LC0868'FEET SOUTH OF R.M. EL PASO, ABOUT 7 FEET ABOVE THE LEVEL OF
 LC0868'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 LC0868'LEVEL WITH THE SURFACE OF THE GROUND.
 LC0868'
 LC0868'EL PASO 1920, STAMPED 748.007 EL PASO 1920 IS 46.89 FEET
 LC0868'SOUTHEAST OF THE STATION MARK, 217 FEET NORTH OF THE NORTHWEST
 LC0868'CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION, 113-1/2 FEET
 LC0868'NORTH OF THE CENTER LINE OF W. FRONT STREET, 103 FEET EAST OF
 LC0868'THE CENTER LINE OF N. CENTRAL STREET, 16 FEET WEST OF THE
 LC0868'WEST RAIL, SET IN THE TOP OF THE EAST EDGE OF AN ABANDONED
 LC0868'CONCRETE SEMAPHORE BASE, 47.6 FEET SOUTHEAST OF THE SOUTHEAST
 LC0868'CORNER OF A STONE WALL AT A WAR MEMORIAL, 59 FEET NORTHEAST
 LC0868'OF A SPRUCE TREE, 64-1/2 FEET NORTH OF A RAILROAD SIGNAL BOX,
 LC0868'ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND, AND ABOUT 2
 LC0868'FEET ABOVE THE LEVEL OF THE TRACK.
 LC0868'
 LC0868'R.M. EL PASO, STAMPED EL PASO 1920 IS 228.41 FEET NORTH OF THE
 LC0868'STATION MARK, 15-1/2 RAILS NORTH OF THE ILLINOIS CENTRAL
 LC0868'RAILROAD STATION AT EL PASO, 42 FEET SOUTHWEST OF THE CENTER
 LC0868'OF A CROSSING OF THE RAILROAD AND FIRST STREET, 35 FEET WEST OF
 LC0868'THE WEST RAIL, 20 FEET SOUTH OF THE CENTER LINE OF THE STREET, 86
 LC0868'1/2 FEET SOUTHEAST AND ACROSS THE STREET FROM A FIRE HYDRANT,
 LC0868'ABOUT 2-1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 LC0868'TOP OF A CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF
 LC0868'THE GROUND.
 LC0868'
 LC0868'THE AZIMUTH MARK, STAMPED EL PASO ECC 1939 IS ABOUT 0.45 MILE
 LC0868'NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 LC0868'MARK, 0.25 MILE NORTH OF MILEPOST 814, 136 FEET WEST AND ACROSS
 LC0868'CENTRAL STREET FROM THE WEST RAIL, 13 FEET WEST OF THE CENTER
 LC0868'LINE OF THE STREET, 244 FEET EAST OF THE SOUTHEAST CORNER OF
 LC0868'THE EL PASO TOWNSHIP HIGH SCHOOL BUILDING, 10-1/2 FEET
 LC0868'NORTHEAST OF A FIRE HYDRANT, 6 FEET NORTH OF A POWER POLE
 LC0868'WHICH BEARS A STREET LIGHT, 1/2 FOOT NORTH OF A FENCE, ABOUT
 LC0868'LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST
 LC0868'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 LC0868'
 LC0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EL PASO
 LC0868
 LC0868                          STATION RECOVERY (1969)
 LC0868
 LC0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0868'AT EL PASO.
 LC0868'AT EL PASO, 86 YARDS NORTH OF THE NORTHWEST CORNER OF THE ILLINOIS
 LC0868'CENTRAL RAILROAD STATION, 44 FEET WEST OF THE WEST RAIL, 151 FEET
 LC0868'NORTH OF THE CENTER LINE OF W. FRONT STREET, 11 FEET EAST OF THE
 LC0868'EAST FACE OF A STONE MEMORIAL WHICH IS LOCATED IN A PARK, 110.20
 LC0868'FEET NORTH OF BENCH MARK 0 7 RESET 1938, 46.89 FEET NORTHWEST OF
 LC0868'TRIANGULATION STATION EL PASO 1920, 228.41 FEET SOUTH OF RM EL PASO,
 LC0868'ABOUT 7 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 LC0868'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 LC0868'SEC 5, T26N, R2E
 LC0868
 LC0868                          STATION RECOVERY (1972)
 LC0868
 LC0868'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (JWH)
 LC0868'EL PASO ECC 1939-GOOD
 LC0868'
 LC0868'EL PASO 1920-GOOD
 LC0868'
 LC0868'EL PASO 1920-REF GOOD
 LC0868'
 LC0868'1969 DESCRIPTION IS ADEQUATE.
 LC0868
 LC0868                          STATION RECOVERY (1998)
 LC0868
 LC0868'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0866 ***********************************************************************
 LC0866  DESIGNATION -  EL PASO ECC AZ MK
 LC0866  PID         -  LC0866
 LC0866  STATE/COUNTY-  IL/WOODFORD
 LC0866  USGS QUAD   -  EL PASO (1995)
 LC0866
 LC0866                         *CURRENT SURVEY CONTROL
 LC0866  ___________________________________________________________________
 LC0866* NAD 83(1986)-  40 44 39.     (N)    089 01 00.     (W)     SCALED    
 LC0866* NAVD 88     -       225.824  (meters)     740.89   (feet)  ADJUSTED  
 LC0866  ___________________________________________________________________
 LC0866  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0866  DYNAMIC HT  -         225.723 (meters)     740.56  (feet)  COMP
 LC0866  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 LC0866
 LC0866  VERT ORDER  -  FIRST     CLASS I
 LC0866
 LC0866.The horizontal coordinates were scaled from a topographic map and have
 LC0866.an estimated accuracy of +/- 6 seconds.
 LC0866
 LC0866.The orthometric height was determined by differential leveling
 LC0866.and adjusted by the National Geodetic Survey in June 1991..
 LC0866
 LC0866.The geoid height was determined by GEOID03.
 LC0866
 LC0866.The dynamic height is computed by dividing the NAVD 88
 LC0866.geopotential number by the normal gravity value computed on the
 LC0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0866.degrees latitude (g = 980.6199 gals.).
 LC0866
 LC0866.The modeled gravity was interpolated from observed gravity values.
 LC0866
 LC0866;                    North         East    Units  Estimated Accuracy
 LC0866;SPC IL W     -   453,250.      797,120.      MT  (+/- 180 meters Scaled)
 LC0866
 LC0866                          SUPERSEDED SURVEY CONTROL
 LC0866
 LC0866  NGVD 29 (??/??/92)  225.860  (m)          741.01   (f) ADJ UNCH    1 1
 LC0866
 LC0866.Superseded values are not recommended for survey control.
 LC0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0866.See file dsdata.txt to determine how the superseded data were derived.
 LC0866
 LC0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL297123(NAD 83)
 LC0866_MARKER: DB = BENCH MARK DISK
 LC0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0866_STAMPING: EL PASO ECC 1939
 LC0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0866+STABILITY: SURFACE MOTION
 LC0866
 LC0866  HISTORY     - Date     Condition        Report By
 LC0866  HISTORY     - 1939     MONUMENTED       CGS
 LC0866  HISTORY     - 1969     GOOD             NGS
 LC0866  HISTORY     - 19981023 GOOD             USPSQD
 LC0866
 LC0866                          STATION DESCRIPTION
 LC0866
 LC0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0866'0.4 MI N FROM EL PASO.
 LC0866'ABOUT 0.45 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0866'THE STATION AT EL PASO, 0.25 MILE NORTH OF MILEPOST 814, 136 FEET
 LC0866'WEST AND ACROSS CENTRAL STREET FROM THE WEST RAIL, 13 FEET WEST
 LC0866'OF THE CENTER LINE OF THE STREET, 244 FEET EAST OF THE SOUTHEAST
 LC0866'CORNER OF THE EL PASO TOWNSHIP HIGH SCHOOL BUILDING, 10 1/2 FEET
 LC0866'NORTHEAST OF A FIRE HYDRANT, 6 FEET NORTH OF A POWER POLE WHICH
 LC0866'BEARS A STREET LIGHT, 1/2 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH
 LC0866'THE STREET, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LC0866'1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 5, T26N, R2E
 LC0866
 LC0866                          STATION RECOVERY (1998)
 LC0866
 LC0866'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1873 ***********************************************************************
 LC1873  DESIGNATION -  EL PASO MUNICIPAL TANK
 LC1873  PID         -  LC1873
 LC1873  STATE/COUNTY-  IL/WOODFORD
 LC1873  USGS QUAD   -  EL PASO (1995)
 LC1873
 LC1873                         *CURRENT SURVEY CONTROL
 LC1873  ___________________________________________________________________
 LC1873* NAD 83(1997)-  40 44 19.02498(N)    089 01 16.17765(W)     ADJUSTED  
 LC1873* NAVD 88     -                                                        
 LC1873  ___________________________________________________________________
 LC1873  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 LC1873  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC1873
 LC1873  HORZ ORDER  -  THIRD
 LC1873
 LC1873.The horizontal coordinates were established by classical geodetic methods
 LC1873.and adjusted by the National Geodetic Survey in October 1999..
 LC1873
 LC1873
 LC1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1873
 LC1873.The geoid height was determined by GEOID03.
 LC1873
 LC1873;                    North         East     Units Scale Factor Converg.
 LC1873;SPC IL W     -   452,631.642   796,752.384   MT  1.00005636   +0 44 51.5
 LC1873;SPC IL W     - 1,485,008.98  2,614,011.78   sFT  1.00005636   +0 44 51.5
 LC1873;SPC IL E     -   452,243.283   241,902.769   MT  1.00001653   -0 26 56.0
 LC1873;SPC IL E     - 1,483,734.84    793,642.67   sFT  1.00001653   -0 26 56.0
 LC1873;UTM  16      - 4,511,706.675   329,342.256   MT  0.99995848   -1 19 09.6
 LC1873
 LC1873                          SUPERSEDED SURVEY CONTROL
 LC1873
 LC1873  NAD 83(1986)-  40 44 19.04047(N)    089 01 16.18268(W) AD(       ) 4
 LC1873  NAD 27      -  40 44 18.91300(N)    089 01 15.92000(W) AD(       ) 3
 LC1873
 LC1873.Superseded values are not recommended for survey control.
 LC1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1873.See file dsdata.txt to determine how the superseded data were derived.
 LC1873
 LC1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2934211707(NAD 83)
 LC1873_MARKER: 53 = ELEVATED TANK
 LC1873
 LC1873  HISTORY     - Date     Condition        Report By
 LC1873  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1873  HISTORY     - 1972     GOOD             ILDT
 LC1873  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LC1873
 LC1873                          STATION DESCRIPTION
 LC1873
 LC1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1873'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER TANK,
 LC1873'A STEEL STRUCTURE WITH A SQUAT BOWL, ALUMINUM PAINTED AND
 LC1873'APPROXIMATELY 125 FEET HIGH.  LOCATED IN THE CENTRAL PART OF
 LC1873'TOWN.
 LC1873'
 LC1873'OBSERVED UPON FROM TRIANGULATION STATIONS FEVERS, DRESSLER,
 LC1873'PANOLA ECC 1939 AND EL PASO ECC 1939.
 LC1873'
 LC1873'AN INTERSECTION STATION.
 LC1873
 LC1873                          STATION RECOVERY (1972)
 LC1873
 LC1873'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (JWH)
 LC1873'EL PASO MUNICIPAL WATER TANK FINIAL-GOOD CONDITION
 LC1873'
 LC1873'PRESENT DESCRIPTION IS ADEQUATE
 LC1873
 LC1873                          STATION RECOVERY (1990)
 LC1873
 LC1873'RECOVERY NOTE BY US POWER SQUADRON 1990 (PBD)
 LC1873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0867 ***********************************************************************
 LC0867  DESIGNATION -  EL PASO RM
 LC0867  PID         -  LC0867
 LC0867  STATE/COUNTY-  IL/WOODFORD
 LC0867  USGS QUAD   -  EL PASO (1995)
 LC0867
 LC0867                         *CURRENT SURVEY CONTROL
 LC0867  ___________________________________________________________________
 LC0867* NAD 83(1986)-  40 44 19.     (N)    089 00 56.     (W)     SCALED    
 LC0867* NAVD 88     -       228.275  (meters)     748.93   (feet)  ADJUSTED  
 LC0867  ___________________________________________________________________
 LC0867  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0867  DYNAMIC HT  -         228.174 (meters)     748.60  (feet)  COMP
 LC0867  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LC0867
 LC0867  VERT ORDER  -  FIRST     CLASS I
 LC0867
 LC0867.The horizontal coordinates were scaled from a topographic map and have
 LC0867.an estimated accuracy of +/- 6 seconds.
 LC0867
 LC0867.The orthometric height was determined by differential leveling
 LC0867.and adjusted by the National Geodetic Survey in June 1991..
 LC0867.WARNING-Repeat measurements at this control monument indicate possible
 LC0867.vertical movement.
 LC0867
 LC0867.The geoid height was determined by GEOID03.
 LC0867
 LC0867.The dynamic height is computed by dividing the NAVD 88
 LC0867.geopotential number by the normal gravity value computed on the
 LC0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0867.degrees latitude (g = 980.6199 gals.).
 LC0867
 LC0867.The modeled gravity was interpolated from observed gravity values.
 LC0867
 LC0867;                    North         East    Units  Estimated Accuracy
 LC0867;SPC IL W     -   452,640.      797,230.      MT  (+/- 180 meters Scaled)
 LC0867
 LC0867                          SUPERSEDED SURVEY CONTROL
 LC0867
 LC0867  NGVD 29 (??/??/92)  228.312  (m)          749.05   (f) ADJ UNCH    1 1
 LC0867
 LC0867.Superseded values are not recommended for survey control.
 LC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0867.See file dsdata.txt to determine how the superseded data were derived.
 LC0867
 LC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL298116(NAD 83)
 LC0867_MARKER: DB = BENCH MARK DISK
 LC0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0867_STAMPING: EL PASO 1920
 LC0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0867+STABILITY: SURFACE MOTION
 LC0867
 LC0867  HISTORY     - Date     Condition        Report By
 LC0867  HISTORY     - 1920     MONUMENTED       CGS
 LC0867  HISTORY     - 1969     GOOD             NGS
 LC0867  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0867
 LC0867                          STATION DESCRIPTION
 LC0867
 LC0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0867'AT EL PASO.
 LC0867'AT EL PASO, 15 1/2 RAILS NORTH OF THE ILLINOIS CENTRAL RAILROAD
 LC0867'STATION, 42 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE
 LC0867'RAILROAD AND FIRST STREET, 35 FEET WEST OF THE WEST RAIL, 20 FEET
 LC0867'SOUTH OF THE CENTER LINE OF THE STREET, 86 1/2 FEET SOUTHEAST
 LC0867'AND ACROSS THE STREET FROM A FIRE HYDRANT, 228.41 FEET NORTH OF
 LC0867'TRIANGULATION STATION EL PASO ECC 1939, ABOUT 2 1/2 FEET ABOVE
 LC0867'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LC0867'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  SEC 5, T26N,
 LC0867'R2E
 LC0867
 LC0867                          STATION RECOVERY (1998)
 LC0867
 LC0867'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1853 ***********************************************************************
 LC1853  DESIGNATION -  EL PASO SINCLAIR PLINE CO MAST
 LC1853  PID         -  LC1853
 LC1853  STATE/COUNTY-  IL/MCLEAN
 LC1853  USGS QUAD   -  GRIDLEY (1981)
 LC1853
 LC1853                         *CURRENT SURVEY CONTROL
 LC1853  ___________________________________________________________________
 LC1853* NAD 83(1997)-  40 42 47.67217(N)    088 58 04.05675(W)     ADJUSTED  
 LC1853* NAVD 88     -                                                        
 LC1853  ___________________________________________________________________
 LC1853  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 LC1853  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LC1853
 LC1853  HORZ ORDER  -  THIRD
 LC1853
 LC1853.The horizontal coordinates were established by classical geodetic methods
 LC1853.and adjusted by the National Geodetic Survey in October 1999..
 LC1853
 LC1853
 LC1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1853
 LC1853.The geoid height was determined by GEOID03.
 LC1853
 LC1853;                    North         East     Units Scale Factor Converg.
 LC1853;SPC IL E     -   449,391.435   246,390.068   MT  1.00001036   -0 24 49.9
 LC1853;SPC IL E     - 1,474,378.40    808,364.75   sFT  1.00001036   -0 24 49.9
 LC1853;SPC IL W     -   449,873.961   801,298.462   MT  1.00006744   +0 46 55.4
 LC1853;SPC IL W     - 1,475,961.49  2,628,926.70   sFT  1.00006744   +0 46 55.4
 LC1853;UTM  16      - 4,508,787.193   333,785.440   MT  0.99994006   -1 17 01.8
 LC1853
 LC1853                          SUPERSEDED SURVEY CONTROL
 LC1853
 LC1853  NAD 83(1986)-  40 42 47.68891(N)    088 58 04.05873(W) AD(       ) 4
 LC1853  NAD 27      -  40 42 47.56100(N)    088 58 03.80200(W) AD(       ) 3
 LC1853
 LC1853.Superseded values are not recommended for survey control.
 LC1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1853.See file dsdata.txt to determine how the superseded data were derived.
 LC1853
 LC1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3378508787(NAD 83)
 LC1853_MARKER: 42 = RADIO/TV MAST
 LC1853
 LC1853  HISTORY     - Date     Condition        Report By
 LC1853  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1853
 LC1853                          STATION DESCRIPTION
 LC1853
 LC1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1853'THE STATION IS THE CENTER OF THE TOP OF THE RADIO MAST OF THE
 LC1853'SINCLAIR PIPE LINE COMPANY LOCATED ABOUT 3 MILES SOUTHEAST OF
 LC1853'EL PASO AND ABOUT 2 MILES EAST OF U.S. HIGHWAY 51.  IT IS A
 LC1853'UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES
 LC1853'AND PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE
 LC1853'HEIGHT IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0151 ***********************************************************************
 LD0151  DESIGNATION -  ELBA
 LD0151  PID         -  LD0151
 LD0151  STATE/COUNTY-  IL/KNOX
 LD0151  USGS QUAD   -  YATES CITY (1982)
 LD0151
 LD0151                         *CURRENT SURVEY CONTROL
 LD0151  ___________________________________________________________________
 LD0151* NAD 83(1997)-  40 51 34.18734(N)    090 05 01.79219(W)     ADJUSTED  
 LD0151* NAVD 88     -       205.249  (meters)     673.39   (feet)  ADJUSTED  
 LD0151  ___________________________________________________________________
 LD0151  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 LD0151  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0151  DYNAMIC HT  -         205.157 (meters)     673.09  (feet)  COMP
 LD0151  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LD0151
 LD0151  HORZ ORDER  -  SECOND
 LD0151  VERT ORDER  -  SECOND    CLASS 0
 LD0151
 LD0151.The horizontal coordinates were established by classical geodetic methods
 LD0151.and adjusted by the National Geodetic Survey in October 1999..
 LD0151
 LD0151.The orthometric height was determined by differential leveling
 LD0151.and adjusted by the National Geodetic Survey in June 1991..
 LD0151
 LD0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0151
 LD0151.The geoid height was determined by GEOID03.
 LD0151
 LD0151.The dynamic height is computed by dividing the NAVD 88
 LD0151.geopotential number by the normal gravity value computed on the
 LD0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0151.degrees latitude (g = 980.6199 gals.).
 LD0151
 LD0151.The modeled gravity was interpolated from observed gravity values.
 LD0151
 LD0151;                    North         East     Units Scale Factor Converg.
 LD0151;SPC IL W     -   465,426.473   706,983.749   MT  0.99994178   +0 03 15.1
 LD0151;SPC IL W     - 1,526,986.69  2,319,495.85   sFT  0.99994178   +0 03 15.1
 LD0151;UTM  15      - 4,527,253.966   745,789.815   MT  1.00034364   +1 54 31.4
 LD0151
 LD0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0151!SPC IL W     -   0.99997299  x   0.99994178  =   0.99991477
 LD0151!UTM  15      -   0.99997299  x   1.00034364  =   1.00031662
 LD0151
 LD0151|---------------------------------------------------------------------|
 LD0151| PID    Reference Object                     Distance      Geod. Az  |
 LD0151|                                                           dddmmss.s |
 LD0151| LD0152 ELBA RM 1                            22.150 METERS 03304     |
 LD0151| LD0149 ELBA AZ MK                                         2690644.4 |
 LD0151| LD0150 ELBA RM 2                            21.117 METERS 27622     |
 LD0151|---------------------------------------------------------------------|
 LD0151
 LD0151                          SUPERSEDED SURVEY CONTROL
 LD0151
 LD0151  NAD 83(1997)-  40 51 34.18908(N)    090 05 01.79385(W) AD(       ) 2
 LD0151  NAD 83(1986)-  40 51 34.19427(N)    090 05 01.79761(W) AD(       ) 2
 LD0151  NAD 27      -  40 51 34.05960(N)    090 05 01.37470(W) AD(       ) 2
 LD0151  NGVD 29 (??/??/92)  205.323  (m)          673.63   (f) ADJ UNCH    2 0
 LD0151
 LD0151.Superseded values are not recommended for survey control.
 LD0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0151.See file dsdata.txt to determine how the superseded data were derived.
 LD0151
 LD0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4579027254(NAD 83)
 LD0151_MARKER: DS = TRIANGULATION STATION DISK
 LD0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0151_STAMPING: ELBA 1959
 LD0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0151+STABILITY: SURFACE MOTION
 LD0151
 LD0151  HISTORY     - Date     Condition        Report By
 LD0151  HISTORY     - 1959     MONUMENTED       CGS
 LD0151  HISTORY     - 1959     GOOD             CGS
 LD0151  HISTORY     - 1964     GOOD             CGS
 LD0151  HISTORY     - 19971107 GOOD             USPSQD
 LD0151
 LD0151                          STATION DESCRIPTION
 LD0151
 LD0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0151'THE STATION IS LOCATED ABOUT 6-3/4 MILES NORTHWEST OF YATES
 LD0151'CITY, ABOUT 5-1/2 MILES SOUTHWEST OF WILLIAMSFIELD AND 3.0
 LD0151'MILES SOUTH OF U.S. HIGHWAY 150.
 LD0151'
 LD0151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150 AND
 LD0151'STATE HIGHWAY 180, ABOUT 1-1/2 MILES SOUTH OF WILLIAMSFIELD.
 LD0151'GO WEST ON U.S. HIGHWAY 150 FOR 1.5 MILES TO CROSSROADS, TURN
 LD0151'LEFT AND GO SOUTH ON SURFACED ROAD FOR 3.0 MILES TO CROSSROADS,
 LD0151'TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 2.0 MILES TO
 LD0151'CROSSROADS, CONTINUE WEST FOR 0.1 MILE TO THE STATION ON RIGHT AS
 LD0151'DESCRIBED.
 LD0151'
 LD0151'THE STATION MARK IS 46-1/2 FEET WEST-NORTHWEST OF CENTER OF
 LD0151'WOODEN GATE AND DRIVEWAY, 42 FEET NORTH OF THE CENTER OF
 LD0151'GRAVEL ROAD, 43 FEET WEST OF A 24 INCH HICKORY TREE AND
 LD0151'13.6 FEET NORTH OF FENCELINE.  THE MARK IS A STANDARD STATION MARK
 LD0151'DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING
 LD0151'ABOUT 4 INCHES AND THE DISK IS STAMPED ELBA 1959.
 LD0151'
 LD0151'REFERENCE MARK NO. 1 IS 75 FEET NORTH OF FENCELINE.  THE
 LD0151'MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12 X 12
 LD0151'INCH CONCRETE POST PROJECTING ABOUT 2 INCHES AND THE DISK IS
 LD0151'STAMPED ELBA NO 1 1959.
 LD0151'
 LD0151'REFERENCE MARK NO. 2 IS 49 FEET NORTH OF CENTER OF ROAD AND 41
 LD0151'FEET NORTH OF FENCELINE.  THE MARK IS A STANDARD REFERENCE
 LD0151'MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING
 LD0151'ABOUT 4 INCHES AND THE DISK IS STAMPED ELBA NO 2 1959.
 LD0151'
 LD0151'AZIMUTH MARK IS 27 FEET SOUTH OF CENTER OF GRAVEL ROAD, 6
 LD0151'FEET NORTH OF FENCELINE AND 3 FEET EAST OF POWER POLE.  THE
 LD0151'MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A 12 X 12
 LD0151'INCH CONCRETE POST PROJECTING ABOUT 4 INCHES AND THE DISK
 LD0151'IS STAMPED ELBA 1959.
 LD0151'
 LD0151'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL ROAD
 LD0151'FOR 0.6 MILE TO THE MARK ON LEFT AS DESCRIBED.
 LD0151'
 LD0151'THE DISTANCE FROM REFERENCE MARK NUMBER 1 TO REFERENCE MARK NUMBER
 LD0151'2 IS 120.81 FEET.
 LD0151'
 LD0151'HEIGHT OF LIGHT ABOVE STATION MARK 22.02 METERS.
 LD0151
 LD0151                          STATION RECOVERY (1959)
 LD0151
 LD0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LD0151'10.8 MI W FROM BRIMFIELD.
 LD0151'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0151'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY
 LD0151'78, THENCE 6.15 MILES WEST ALONG A GRAVEL ROAD, 40 FEET NORTH
 LD0151'OF THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF A FENCE, 55
 LD0151'FEET WEST-NORTHWEST OF THE WEST END OF A BOARD GATE, 42 FEET WEST
 LD0151'OF A 30-INCH HICKORY TREE, ABOUT 0.1 MILE WEST OF THE JUNCTION
 LD0151'OF A GRAVEL ROAD NORTH AND A DIRT ROAD SOUTH, ABOUT LEVEL WITH
 LD0151'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LD0151
 LD0151                          STATION RECOVERY (1964)
 LD0151
 LD0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HWB)
 LD0151'STATION, R.M. 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 LD0151'R.M. 1 HAS BEEN DESTROYED.
 LD0151
 LD0151                          STATION RECOVERY (1997)
 LD0151
 LD0151'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0149 ***********************************************************************
 LD0149  DESIGNATION -  ELBA AZ MK
 LD0149  PID         -  LD0149
 LD0149  STATE/COUNTY-  IL/KNOX
 LD0149  USGS QUAD   -  YATES CITY (1982)
 LD0149
 LD0149                         *CURRENT SURVEY CONTROL
 LD0149  ___________________________________________________________________
 LD0149* NAD 83(1986)-  40 51 32.     (N)    090 05 48.     (W)     SCALED    
 LD0149* NAVD 88     -       181.519  (meters)     595.53   (feet)  ADJUSTED  
 LD0149  ___________________________________________________________________
 LD0149  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0149  DYNAMIC HT  -         181.438 (meters)     595.27  (feet)  COMP
 LD0149  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 LD0149
 LD0149  VERT ORDER  -  SECOND    CLASS 0
 LD0149
 LD0149.The horizontal coordinates were scaled from a topographic map and have
 LD0149.an estimated accuracy of +/- 6 seconds.
 LD0149
 LD0149.The orthometric height was determined by differential leveling
 LD0149.and adjusted by the National Geodetic Survey in June 1991..
 LD0149
 LD0149.The geoid height was determined by GEOID03.
 LD0149
 LD0149.The dynamic height is computed by dividing the NAVD 88
 LD0149.geopotential number by the normal gravity value computed on the
 LD0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0149.degrees latitude (g = 980.6199 gals.).
 LD0149
 LD0149.The modeled gravity was interpolated from observed gravity values.
 LD0149
 LD0149;                    North         East    Units  Estimated Accuracy
 LD0149;SPC IL W     -   465,360.      705,900.      MT  (+/- 180 meters Scaled)
 LD0149
 LD0149                          SUPERSEDED SURVEY CONTROL
 LD0149
 LD0149  NGVD 29 (??/??/92)  181.594  (m)          595.78   (f) ADJ UNCH    2 0
 LD0149
 LD0149.Superseded values are not recommended for survey control.
 LD0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0149.See file dsdata.txt to determine how the superseded data were derived.
 LD0149
 LD0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF447271(NAD 83)
 LD0149_MARKER: DZ = AZIMUTH MARK DISK
 LD0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0149_STAMPING: ELBA 1959
 LD0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0149+STABILITY: SURFACE MOTION
 LD0149
 LD0149  HISTORY     - Date     Condition        Report By
 LD0149  HISTORY     - 1959     MONUMENTED       CGS
 LD0149  HISTORY     - 19971107 GOOD             USPSQD
 LD0149
 LD0149                          STATION DESCRIPTION
 LD0149
 LD0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0149'11.4 MI W FROM BRIMFIELD.
 LD0149'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0149'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY
 LD0149'78, THENCE 6.8 MILES WEST ALONG A GRAVEL ROAD, 24 FEET SOUTH OF
 LD0149'THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF A FENCE, 2 1/2
 LD0149'FEET SOUTHEAST OF A POWER POLE WHICH IS THE SECOND POLE EAST OF A
 LD0149'HOUSE ON THE NORTH SIDE OF THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL
 LD0149'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 LD0149'INCHES.
 LD0149
 LD0149                          STATION RECOVERY (1997)
 LD0149
 LD0149'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0152 ***********************************************************************
 LD0152  DESIGNATION -  ELBA RM 1
 LD0152  PID         -  LD0152
 LD0152  STATE/COUNTY-  IL/KNOX
 LD0152  USGS QUAD   -  YATES CITY (1982)
 LD0152
 LD0152                         *CURRENT SURVEY CONTROL
 LD0152  ___________________________________________________________________
 LD0152* NAD 83(1986)-  40 51 34.     (N)    090 05 01.     (W)     SCALED    
 LD0152* NAVD 88     -       204.346  (meters)     670.43   (feet)  ADJUSTED  
 LD0152  ___________________________________________________________________
 LD0152  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0152  DYNAMIC HT  -         204.254 (meters)     670.12  (feet)  COMP
 LD0152  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LD0152
 LD0152  VERT ORDER  -  SECOND    CLASS 0
 LD0152
 LD0152.The horizontal coordinates were scaled from a topographic map and have
 LD0152.an estimated accuracy of +/- 6 seconds.
 LD0152
 LD0152.The orthometric height was determined by differential leveling
 LD0152.and adjusted by the National Geodetic Survey in June 1991..
 LD0152
 LD0152.The geoid height was determined by GEOID03.
 LD0152
 LD0152.The dynamic height is computed by dividing the NAVD 88
 LD0152.geopotential number by the normal gravity value computed on the
 LD0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0152.degrees latitude (g = 980.6199 gals.).
 LD0152
 LD0152.The modeled gravity was interpolated from observed gravity values.
 LD0152
 LD0152;                    North         East    Units  Estimated Accuracy
 LD0152;SPC IL W     -   465,420.      707,000.      MT  (+/- 180 meters Scaled)
 LD0152
 LD0152                          SUPERSEDED SURVEY CONTROL
 LD0152
 LD0152  NGVD 29 (??/??/92)  204.420  (m)          670.67   (f) ADJ UNCH    2 0
 LD0152
 LD0152.Superseded values are not recommended for survey control.
 LD0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0152.See file dsdata.txt to determine how the superseded data were derived.
 LD0152
 LD0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF458272(NAD 83)
 LD0152_MARKER: DR = REFERENCE MARK DISK
 LD0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0152_STAMPING: ELBA NO 1 1959
 LD0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0152+STABILITY: SURFACE MOTION
 LD0152
 LD0152  HISTORY     - Date     Condition        Report By
 LD0152  HISTORY     - 1959     MONUMENTED       CGS
 LD0152  HISTORY     - 19971107 GOOD             USPSQD
 LD0152
 LD0152                          STATION DESCRIPTION
 LD0152
 LD0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0152'10.8 MI W FROM BRIMFIELD.
 LD0152'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0152'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY
 LD0152'78, THENCE 6.15 MILES WEST ALONG A GRAVEL ROAD, 102 FEET NORTH
 LD0152'OF THE CENTER LINE OF THE ROAD, 64 FEET NORTH OF A 30-INCH
 LD0152'HICKORY TREE, 75 FEET NORTH-NORTHWEST OF THE WEST END OF A BOARD
 LD0152'GATE, 74 FEET NORTH OF A FENCE, 72.7 FEET NORTHEAST OF
 LD0152'TRIANGULATION STATION ELBA, ABOUT 5 FEET BELOW THE LEVEL OF THE
 LD0152'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LD0152
 LD0152                          STATION RECOVERY (1997)
 LD0152
 LD0152'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0150 ***********************************************************************
 LD0150  DESIGNATION -  ELBA RM 2
 LD0150  PID         -  LD0150
 LD0150  STATE/COUNTY-  IL/KNOX
 LD0150  USGS QUAD   -  YATES CITY (1982)
 LD0150
 LD0150                         *CURRENT SURVEY CONTROL
 LD0150  ___________________________________________________________________
 LD0150* NAD 83(1986)-  40 51 34.     (N)    090 05 01.     (W)     SCALED    
 LD0150* NAVD 88     -       204.606  (meters)     671.28   (feet)  ADJUSTED  
 LD0150  ___________________________________________________________________
 LD0150  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0150  DYNAMIC HT  -         204.514 (meters)     670.98  (feet)  COMP
 LD0150  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LD0150
 LD0150  VERT ORDER  -  SECOND    CLASS 0
 LD0150
 LD0150.The horizontal coordinates were scaled from a topographic map and have
 LD0150.an estimated accuracy of +/- 6 seconds.
 LD0150
 LD0150.The orthometric height was determined by differential leveling
 LD0150.and adjusted by the National Geodetic Survey in June 1991..
 LD0150
 LD0150.The geoid height was determined by GEOID03.
 LD0150
 LD0150.The dynamic height is computed by dividing the NAVD 88
 LD0150.geopotential number by the normal gravity value computed on the
 LD0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0150.degrees latitude (g = 980.6199 gals.).
 LD0150
 LD0150.The modeled gravity was interpolated from observed gravity values.
 LD0150
 LD0150;                    North         East    Units  Estimated Accuracy
 LD0150;SPC IL W     -   465,420.      707,000.      MT  (+/- 180 meters Scaled)
 LD0150
 LD0150                          SUPERSEDED SURVEY CONTROL
 LD0150
 LD0150  NGVD 29 (??/??/92)  204.679  (m)          671.52   (f) ADJ UNCH    2 0
 LD0150
 LD0150.Superseded values are not recommended for survey control.
 LD0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0150.See file dsdata.txt to determine how the superseded data were derived.
 LD0150
 LD0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF458272(NAD 83)
 LD0150_MARKER: DR = REFERENCE MARK DISK
 LD0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0150_STAMPING: ELBA NO 2 1959
 LD0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0150+STABILITY: SURFACE MOTION
 LD0150
 LD0150  HISTORY     - Date     Condition        Report By
 LD0150  HISTORY     - 1959     MONUMENTED       CGS
 LD0150  HISTORY     - 19971107 MARK NOT FOUND   USPSQD
 LD0150
 LD0150                          STATION DESCRIPTION
 LD0150
 LD0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0150'10.8 MI W FROM BRIMFIELD.
 LD0150'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0150'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY
 LD0150'78, THENCE 6.15 MILES WEST ALONG A GRAVEL ROAD, 48 FEET NORTH
 LD0150'OF THE CENTER LINE OF THE ROAD, 112 FEET WEST-NORTHWEST OF A
 LD0150'30-INCH HICKORY TREE, 124 FEET WEST-NORTHWEST OF THE WEST END OF
 LD0150'A BOARD GATE, 21 1/2 FEET NORTH OF A FENCE, 69.3 FEET WEST OF
 LD0150'TRIANGULATION STATION ELBA, ABOUT 3 FEET BELOW THE LEVEL OF THE
 LD0150'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LD0150
 LD0150                          STATION RECOVERY (1997)
 LD0150
 LD0150'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1411 ***********************************************************************
 MF1411  DESIGNATION -  ELBURN MICH WISC PLINE CO TWR
 MF1411  PID         -  MF1411
 MF1411  STATE/COUNTY-  IL/KANE
 MF1411  USGS QUAD   -  ELBURN (1993)
 MF1411
 MF1411                         *CURRENT SURVEY CONTROL
 MF1411  ___________________________________________________________________
 MF1411* NAD 83(1997)-  41 55 07.41995(N)    088 25 46.94344(W)     ADJUSTED  
 MF1411* NAVD 88     -                                                        
 MF1411  ___________________________________________________________________
 MF1411  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MF1411  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1411
 MF1411  HORZ ORDER  -  THIRD
 MF1411
 MF1411.The horizontal coordinates were established by classical geodetic methods
 MF1411.and adjusted by the National Geodetic Survey in October 1999..
 MF1411
 MF1411
 MF1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1411
 MF1411.The geoid height was determined by GEOID03.
 MF1411
 MF1411;                    North         East     Units Scale Factor Converg.
 MF1411;SPC IL E     -   583,080.217   292,005.456   MT  0.99997579   -0 03 51.8
 MF1411;SPC IL E     - 1,912,989.01    958,021.23   sFT  0.99997579   -0 03 51.8
 MF1411;UTM  16      - 4,641,741.038   381,443.217   MT  0.99977296   -0 57 18.9
 MF1411
 MF1411                          SUPERSEDED SURVEY CONTROL
 MF1411
 MF1411  NAD 83(1997)-  41 55 07.42208(N)    088 25 46.94926(W) AD(       ) 4
 MF1411  NAD 83(1986)-  41 55 07.42250(N)    088 25 46.95212(W) AD(       ) 4
 MF1411  NAD 27      -  41 55 07.32500(N)    088 25 46.66500(W) AD(       ) 3
 MF1411
 MF1411.Superseded values are not recommended for survey control.
 MF1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1411.See file dsdata.txt to determine how the superseded data were derived.
 MF1411
 MF1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8144341741(NAD 83)
 MF1411_MARKER: 45 = MICROWAVE TOWER
 MF1411
 MF1411  HISTORY     - Date     Condition        Report By
 MF1411  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1411  HISTORY     - 1956     GOOD             CGS
 MF1411  HISTORY     - 1987     GOOD             USPSQD
 MF1411  HISTORY     - 19971001 GOOD             USPSQD
 MF1411  HISTORY     - 19980425 GOOD             USPSQD
 MF1411
 MF1411                          STATION DESCRIPTION
 MF1411
 MF1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1411'STATION IS THE CENTER OF THE FLASHING RED LIGHT ATOP THE
 MF1411'MICROWAVE RELAY TOWER, LOCATED ABOUT 2 MILES NORTHEAST OF
 MF1411'ELBURN.  IT IS A UNIFORM, CROSS SECTIONED, GUYED, 3 LEGGED
 MF1411'STEEL MAST, WITH UMBRELLA SHAPED REFLECTORS ATOP.  IT IS
 MF1411'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND IS 180
 MF1411'FEET HIGH.
 MF1411'
 MF1411'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MF1411'30A AND STATE HIGHWAY 47 AT THE NORTH EDGE OF ELBURN, GO
 MF1411'NORTH ON HIGHWAY 47 FOR 1.55 MILES TO A CROSSROAD, TURN RIGHT
 MF1411'AND GO EAST ON GRAVEL ROAD FOR 2.5 MILES TO SIDE ROAD LEFT,
 MF1411'TURN LEFT AND GO NORTH FOR 0.25 MILE TO THE STATION ON THE
 MF1411'LEFT AS DESCRIBED.
 MF1411
 MF1411                          STATION RECOVERY (1956)
 MF1411
 MF1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1411'THE GEOGRAPHIC POSITION FOR THIS STATION WAS OBTAINED FROM
 MF1411'A NO CHECK TRIANGLE WHICH WAS IN ERROR DUE TO A WRONG DIRECTION
 MF1411'FROM STATION PLATO 1954.  A NEW POSITION BY A CHECK INTERSECTION
 MF1411'WAS OBTAINED AND THE GEOGRAPHIC POSITION LISTED AS 1956.
 MF1411'
 MF1411'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE ABOVE CHANGE.
 MF1411
 MF1411                          STATION RECOVERY (1987)
 MF1411
 MF1411'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF1411'RECOVERED IN GOOD CONDITION.
 MF1411
 MF1411                          STATION RECOVERY (1997)
 MF1411
 MF1411'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1411'RECOVERED IN GOOD CONDITION.
 MF1411
 MF1411                          STATION RECOVERY (1998)
 MF1411
 MF1411'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1609 ***********************************************************************
 MF1609  DESIGNATION -  ELDENA
 MF1609  PID         -  MF1609
 MF1609  STATE/COUNTY-  IL/LEE
 MF1609  USGS QUAD   -  DIXON EAST (1983)
 MF1609
 MF1609                         *CURRENT SURVEY CONTROL
 MF1609  ___________________________________________________________________
 MF1609* NAD 83(1997)-  41 45 29.07866(N)    089 25 07.09513(W)     ADJUSTED  
 MF1609* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 MF1609  ___________________________________________________________________
 MF1609  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MF1609  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1609
 MF1609  HORZ ORDER  -  THIRD
 MF1609
 MF1609.The horizontal coordinates were established by classical geodetic methods
 MF1609.and adjusted by the National Geodetic Survey in October 1999..
 MF1609
 MF1609.The orthometric height was scaled from a topographic map.
 MF1609
 MF1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1609
 MF1609.The geoid height was determined by GEOID03.
 MF1609
 MF1609;                    North         East     Units Scale Factor Converg.
 MF1609;SPC IL W     -   565,484.035   762,205.514   MT  0.99998878   +0 29 53.5
 MF1609;SPC IL W     - 1,855,258.87  2,500,669.26   sFT  0.99998878   +0 29 53.5
 MF1609;UTM  16      - 4,625,743.675   298,930.434   MT  1.00009753   -1 36 40.7
 MF1609
 MF1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1609!SPC IL W     -   0.99996644  x   0.99998878  =   0.99995522
 MF1609!UTM  16      -   0.99996644  x   1.00009753  =   1.00006397
 MF1609
 MF1609|---------------------------------------------------------------------|
 MF1609| PID    Reference Object                     Distance      Geod. Az  |
 MF1609|                                                           dddmmss.s |
 MF1609| CI7365 ELDENA RM 1                           8.446 METERS 09009     |
 MF1609| MF1605 GREEN RIVER ORD PLT N WTR TANK      APPROX. 1.5 KM 1023947.7 |
 MF1609| MF1596 GREEN RIVER ORD PLT S WTR TANK      APPROX. 2.3 KM 1511454.9 |
 MF1609| CI7366 ELDENA RM 2                           8.879 METERS 27000     |
 MF1609| CI7364 ELDENA AZ MK                                       2730836.9 |
 MF1609| MF1612 DIXON STATE HOSPITAL STACK          APPROX.13.8 KM 3404047.3 |
 MF1609|---------------------------------------------------------------------|
 MF1609
 MF1609                          SUPERSEDED SURVEY CONTROL
 MF1609
 MF1609  NAD 83(1997)-  41 45 29.07898(N)    089 25 07.09535(W) AD(       ) 3
 MF1609  NAD 83(1986)-  41 45 29.08209(N)    089 25 07.10086(W) AD(       ) 3
 MF1609  NAD 27      -  41 45 28.96640(N)    089 25 06.73510(W) AD(       ) 3
 MF1609
 MF1609.Superseded values are not recommended for survey control.
 MF1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1609.See file dsdata.txt to determine how the superseded data were derived.
 MF1609
 MF1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9893025744(NAD 83)
 MF1609_MARKER: DS = TRIANGULATION STATION DISK
 MF1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1609
 MF1609  HISTORY     - Date     Condition        Report By
 MF1609  HISTORY     - 1954     MONUMENTED       CGS
 MF1609  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 MF1609  HISTORY     - 20020116 MARK NOT FOUND   NGS
 MF1609  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF1609
 MF1609                          STATION DESCRIPTION
 MF1609
 MF1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1609'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF AMBOY, ABOUT
 MF1609'1 MILE SOUTH OF ELDENA AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 MF1609'30.  IT IS 92 FEET WEST OF A 24 INCH ELM TREE, 48 FEET SOUTH OF
 MF1609'THE CENTER OF U.S. HIGHWAY 30, 5 FEET WEST OF A WHITE WITNESS POST
 MF1609'AND 2 FEET NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MF1609'STAMPED ELDENA NO 1 1954.
 MF1609'
 MF1609'REFERENCE MARK NO. 1 IS 48 FEET SOUTH OF THE CENTER OF THE
 MF1609'HIGHWAY AND 2 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH AND
 MF1609'THE DISK IS STAMPED ELDENA NO 1 1954.
 MF1609'
 MF1609'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF THE CENTER OF THE
 MF1609'HIGHWAY AND 2 FEET NORTH OF THE FENCE.  THE MARK IS FLUSH
 MF1609'AND THE DISK IS STAMPED ELDENA NO 2 1954.
 MF1609'
 MF1609'THE AZIMUTH MARK IS 49 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 MF1609'4 EAST OF A TELEPHONE POLE AND 2 FEET EAST OF A WHITE WITNESS
 MF1609'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 MF1609'ELDENA 1954.
 MF1609'
 MF1609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MF1609'52, ABOUT 3 MILES NORTH OF AMBOY, GO WEST ON HIGHWAY 30 FOR 4.6
 MF1609'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE
 MF1609'AHEAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MF1609'
 MF1609'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1609
 MF1609                          STATION RECOVERY (1995)
 MF1609
 MF1609'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1609'MARK NOT FOUND.
 MF1609
 MF1609                          STATION RECOVERY (2002)
 MF1609
 MF1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1609'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1609
 MF1609                          STATION RECOVERY (2003)
 MF1609
 MF1609'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1609'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1611 ***********************************************************************
 MF1611  DESIGNATION -  ELDENA COM EDISON KSA 244 MAST
 MF1611  PID         -  MF1611
 MF1611  STATE/COUNTY-  IL/LEE
 MF1611  USGS QUAD   -  DIXON EAST (1983)
 MF1611
 MF1611                         *CURRENT SURVEY CONTROL
 MF1611  ___________________________________________________________________
 MF1611* NAD 83(1997)-  41 46 21.25427(N)    089 25 08.95336(W)     ADJUSTED  
 MF1611* NAVD 88     -                                                        
 MF1611  ___________________________________________________________________
 MF1611  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 MF1611  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1611
 MF1611  HORZ ORDER  -  THIRD
 MF1611
 MF1611.The horizontal coordinates were established by classical geodetic methods
 MF1611.and adjusted by the National Geodetic Survey in October 1999..
 MF1611
 MF1611
 MF1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1611
 MF1611.The geoid height was determined by GEOID03.
 MF1611
 MF1611;                    North         East     Units Scale Factor Converg.
 MF1611;SPC IL W     -   567,093.327   762,148.600   MT  0.99998869   +0 29 52.8
 MF1611;SPC IL W     - 1,860,538.69  2,500,482.53   sFT  0.99998869   +0 29 52.8
 MF1611;UTM  16      - 4,627,354.146   298,932.805   MT  1.00009751   -1 36 43.6
 MF1611
 MF1611                          SUPERSEDED SURVEY CONTROL
 MF1611
 MF1611  NAD 83(1997)-  41 46 21.25437(N)    089 25 08.95393(W) AD(       ) 4
 MF1611  NAD 83(1986)-  41 46 21.25787(N)    089 25 08.95830(W) AD(       ) 4
 MF1611  NAD 27      -  41 46 21.14000(N)    089 25 08.60500(W) AD(       ) 3
 MF1611
 MF1611.Superseded values are not recommended for survey control.
 MF1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1611.See file dsdata.txt to determine how the superseded data were derived.
 MF1611
 MF1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9893327354(NAD 83)
 MF1611_MARKER: 42 = RADIO/TV MAST
 MF1611
 MF1611  HISTORY     - Date     Condition        Report By
 MF1611  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1611  HISTORY     - 19950809 GOOD             USPSQD
 MF1611  HISTORY     - 20020114 GOOD             NGS
 MF1611  HISTORY     - 20030423 GOOD             USPSQD
 MF1611
 MF1611                          STATION DESCRIPTION
 MF1611
 MF1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1611'STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ABOUT 1.0
 MF1611'MILE WEST OF ELDENA.  IT IS A FOUR LEGGED STEEL STRUCTURE 149
 MF1611'FEET HIGH.
 MF1611
 MF1611                          STATION RECOVERY (1995)
 MF1611
 MF1611'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1611'RECOVERED IN GOOD CONDITION.
 MF1611
 MF1611                          STATION RECOVERY (2002)
 MF1611
 MF1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1611'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1611
 MF1611                          STATION RECOVERY (2003)
 MF1611
 MF1611'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1478 ***********************************************************************
 HB1478  DESIGNATION -  ELDORADO
 HB1478  PID         -  HB1478
 HB1478  STATE/COUNTY-  IL/SALINE
 HB1478  USGS QUAD   -  ELDORADO (1963)
 HB1478
 HB1478                         *CURRENT SURVEY CONTROL
 HB1478  ___________________________________________________________________
 HB1478* NAD 83(1997)-  37 49 36.49498(N)    088 27 15.81153(W)     ADJUSTED  
 HB1478* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 HB1478  ___________________________________________________________________
 HB1478  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 HB1478  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HB1478
 HB1478  HORZ ORDER  -  FIRST
 HB1478
 HB1478.The horizontal coordinates were established by classical geodetic methods
 HB1478.and adjusted by the National Geodetic Survey in October 1999..
 HB1478
 HB1478.The orthometric height was scaled from a topographic map.
 HB1478
 HB1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1478
 HB1478.The geoid height was determined by GEOID03.
 HB1478
 HB1478;                    North         East     Units Scale Factor Converg.
 HB1478;SPC IL E     -   128,758.394   289,342.418   MT  0.99997640   -0 04 27.3
 HB1478;SPC IL E     -   422,434.83    949,284.25   sFT  0.99997640   -0 04 27.3
 HB1478;UTM  16      - 4,187,595.259   372,005.093   MT  0.99980178   -0 53 31.4
 HB1478
 HB1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1478!SPC IL E     -   0.99998178  x   0.99997640  =   0.99995818
 HB1478!UTM  16      -   0.99998178  x   0.99980178  =   0.99978356
 HB1478
 HB1478:                Primary Azimuth Mark                     Grid Az
 HB1478:SPC IL E     -  MAYBERRY                                 018 20 33.1
 HB1478:UTM  16      -  MAYBERRY                                 019 09 37.2
 HB1478
 HB1478|---------------------------------------------------------------------|
 HB1478| PID    Reference Object                     Distance      Geod. Az  |
 HB1478|                                                           dddmmss.s |
 HB1478| HB1481 MAYBERRY                            APPROX.16.4 KM 0181605.8 |
 HB1478| CI4375 ELDORADO RM 3                         4.890 METERS 04647     |
 HB1478| CI4372 ELDORADO AZ MK                                     0864440.0 |
 HB1478| HB1472 RIDGWAY MUNICIPAL TANK              APPROX.17.7 KM 0992152.4 |
 HB1478| HB1477 ELDORADO TOWNSHIP HS VENT           APPROX. 1.8 KM 1140623.6 |
 HB1478| HB1476 ELDORADO MUNICIPAL TANK             APPROX. 1.3 KM 1514602.0 |
 HB1478| HB1479 WASSON H JAMES TRACTOR NE STK       APPROX. 5.3 KM 2130529.2 |
 HB1478| HB1600 HARRISBURG MUNICIPAL TANK           APPROX.12.4 KM 2165233.0 |
 HB1478| HB1601 HARRISBURG RADIO STA WEBQ MAST      APPROX.12.3 KM 2171810.9 |
 HB1478| HB1599 HARRISBURG CO CTHSE CLOCK TWR       APPROX.12.3 KM 2173702.1 |
 HB1478| HB1602 HARRISBURG TV STA WSIL MAST         APPROX.12.5 KM 2175214.9 |
 HB1478| HB1591 MUDDY JOHN MOLNASOLO STACK          APPROX. 8.9 KM 2195949.1 |
 HB1478| HB1589 AIRPORT BN HARRISB RALEIGH APT      APPROX. 8.3 KM 2582017.8 |
 HB1478| CI4373 ELDORADO RM 1                        34.072 METERS 27438     |
 HB1478| CI4374 ELDORADO RM 2                        18.322 METERS 34748     |
 HB1478|---------------------------------------------------------------------|
 HB1478
 HB1478                          SUPERSEDED SURVEY CONTROL
 HB1478
 HB1478  NAD 83(1997)-  37 49 36.50027(N)    088 27 15.81193(W) AD(       ) 1
 HB1478  NAD 83(1997)-  37 49 36.50101(N)    088 27 15.81153(W) AD(       ) 1
 HB1478  NAD 83(1986)-  37 49 36.50634(N)    088 27 15.81356(W) AD(       ) 1
 HB1478  NAD 27      -  37 49 36.33503(N)    088 27 15.64050(W) AD(       ) 1
 HB1478
 HB1478.Superseded values are not recommended for survey control.
 HB1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1478.See file dsdata.txt to determine how the superseded data were derived.
 HB1478
 HB1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7200587595(NAD 83)
 HB1478_MARKER: DS = TRIANGULATION STATION DISK
 HB1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1478
 HB1478  HISTORY     - Date     Condition        Report By
 HB1478  HISTORY     - 1957     MONUMENTED       CGS
 HB1478  HISTORY     - 1978     GOOD             NGS
 HB1478
 HB1478                          STATION DESCRIPTION
 HB1478
 HB1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1478'THE STATION IS ABOUT 2 MILES NORTH-NORTHWEST OF ELDORADO, ON THE
 HB1478'SOUTH SIDE OF A GRAVELED ROAD, ON PROPERTY OWNED BY MR. LOWELL
 HB1478'SMITH. IT IS 36 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 43
 HB1478'FEET WEST OF A ROW OF WALNUT TREES, 37 FEET EAST OF THE
 HB1478'CENTERLINE OF A DRIVEWAY, 12 FEET SOUTH OF A WIRE FENCE AND 11 FEET
 HB1478'SOUTH OF A WHITE WITNESS POST. THE MONUMENT IS 16 INCHES
 HB1478'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ELDORADO
 HB1478'1957.
 HB1478'
 HB1478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 HB1478'HIGHWAY 142 AT THE SOUTHEAST EDGE OF ELDORADO, GO NORTHWESTERLY
 HB1478'AND NORTH THROUGH THE SOUTHWEST EDGE OF TOWN ON HIGHWAY 142 FOR 1.65
 HB1478'MILES TO A CROSSROAD. TURN LEFT AND GO WEST ON A GRAVELED
 HB1478'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 HB1478'
 HB1478'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 HB1478'ROAD FOR 0.1 MILE TO HIGHWAY 142. CROSS THE HIGHWAY AND
 HB1478'CONTINUE EAST ON A DIM DIRT ROAD FOR ABOUT 0.25 MILE TO THE MARK ON
 HB1478'THE LEFT.
 HB1478'
 HB1478'REFERENCE MARK 1 IS IN A FENCE LINE, 29 FEET SOUTH OF THE CENTERLINE
 HB1478'OF THE GRAVELED ROAD AND 75 FEET WEST OF THE CENTERLINE OF THE
 HB1478'DRIVEWAY. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1478'ELDORADO NO 1 1957.
 HB1478'
 HB1478'REFERENCE MARK 2 IS 21 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HB1478'ROAD, 40 FEET WEST OF THE CENTERLINE OF A GRAVELED
 HB1478'DRIVEWAY AND 2 FEET SOUTH OF A POWER LINE POLE. THE MONUMENT PROJECTS
 HB1478'2 INCHES AND THE DISK IS STAMPED ELDORADO NO 2 1957.
 HB1478'
 HB1478'THE AZIMUTH MARK IS 21 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD,
 HB1478'18 FEET WEST OF THE CENTERLINE OF A DIRT DRIVEWAY, 47
 HB1478'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 2 FEET
 HB1478'WEST OF A WHITE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 HB1478'AND THE DISK IS STAMPED ELDORADO 1957.
 HB1478'
 HB1478'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HB1478
 HB1478                          STATION RECOVERY (1978)
 HB1478
 HB1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HB1478'STATION MARK REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.  THE
 HB1478'AZIMUTH MARK WAS NOT FOUND BUT SHOULD NOT BE ASSUMED DESTROYED AS
 HB1478'THE PROPERTY OWNER WHERE THE MARK IS LOCATED STATED HE HAD SEEN IT
 HB1478'AND THINKS IT IS COVERED BY FARM MACHINERY.  NO OBJECT VISIBLE TO
 HB1478'SET NEW AZIMUTH MARK FROM.  REFERENCE MARK 1 WAS OBSTRUCTED AND
 HB1478'REFERENCE MARK 3 WAS SET.
 HB1478'
 HB1478'THE 1957 TO REACH AND DESCRIPTION ARE ADEQUATE TO RECOVER THE
 HB1478'STATION.
 HB1478'
 HB1478'REFERENCE MARK 3 IS 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 HB1478'AND 2.0 FEET SOUTH OF A FENCELINE.  THE MARK IS AN VERTICAL CONTROL
 HB1478'MARK ALUMINUM TYPE WITH AN ARROW STAMPED ON IT AND THE VERTICAL
 HB1478'STAMPED OUT.  THE DISK STAMPED EL DORADO 1957 NO 3 1978.
 HB1478'
 HB1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 HB1478'OF EL DORADO.
 HB1478'
 HB1478'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1476 ***********************************************************************
 HB1476  DESIGNATION -  ELDORADO MUNICIPAL TANK
 HB1476  PID         -  HB1476
 HB1476  STATE/COUNTY-  IL/SALINE
 HB1476  USGS QUAD   -  ELDORADO (1963)
 HB1476
 HB1476                         *CURRENT SURVEY CONTROL
 HB1476  ___________________________________________________________________
 HB1476* NAD 83(1997)-  37 48 59.17767(N)    088 26 50.55445(W)     ADJUSTED  
 HB1476* NAVD 88     -                                                        
 HB1476  ___________________________________________________________________
 HB1476  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 HB1476  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HB1476
 HB1476  HORZ ORDER  -  THIRD
 HB1476
 HB1476.The horizontal coordinates were established by classical geodetic methods
 HB1476.and adjusted by the National Geodetic Survey in October 1999..
 HB1476
 HB1476
 HB1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1476
 HB1476.The geoid height was determined by GEOID03.
 HB1476
 HB1476;                    North         East     Units Scale Factor Converg.
 HB1476;SPC IL E     -   127,607.099   289,958.664   MT  0.99997624   -0 04 11.7
 HB1476;SPC IL E     -   418,657.62    951,306.05   sFT  0.99997624   -0 04 11.7
 HB1476;UTM  16      - 4,186,435.490   372,604.741   MT  0.99979990   -0 53 15.2
 HB1476
 HB1476                          SUPERSEDED SURVEY CONTROL
 HB1476
 HB1476  NAD 83(1997)-  37 48 59.18283(N)    088 26 50.55478(W) AD(       ) 4
 HB1476  NAD 83(1997)-  37 48 59.18357(N)    088 26 50.55439(W) AD(       ) 4
 HB1476  NAD 83(1986)-  37 48 59.18887(N)    088 26 50.55629(W) AD(       ) 4
 HB1476  NAD 27      -  37 48 59.01686(N)    088 26 50.38398(W) AD(       ) 3
 HB1476
 HB1476.Superseded values are not recommended for survey control.
 HB1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1476.See file dsdata.txt to determine how the superseded data were derived.
 HB1476
 HB1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7260586435(NAD 83)
 HB1476_MARKER: 53 = ELEVATED TANK
 HB1476
 HB1476  HISTORY     - Date     Condition        Report By
 HB1476  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1476  HISTORY     - 1960     GOOD             CGS
 HB1476
 HB1476                          STATION DESCRIPTION
 HB1476
 HB1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1476'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER TANK OF
 HB1476'ELDORADO. IT IS LOCATED AT THE WEST SIDE OF TOWN, IN THE
 HB1476'NORTHEAST INTERSECTION OF OLD BROUGHTON ROAD AND STATE STREETS. THE
 HB1476'TANK IS SUPPORTED BY A 6 LEGGED STEEL STRUCTURE, OVERALL
 HB1476'HEIGHT IS ABOUT 70 FEET. THE TANK AND THE SUPPORTING STRUCTURE IS
 HB1476'PAINTED LIGHT YELLOW.
 HB1476
 HB1476                          STATION RECOVERY (1960)
 HB1476
 HB1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1476'THE STATION, RECOVERED AND FOUND AS DESCRIBED. THE 1957 DESCRIPTION
 HB1476'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1477 ***********************************************************************
 HB1477  DESIGNATION -  ELDORADO TOWNSHIP HS VENT
 HB1477  PID         -  HB1477
 HB1477  STATE/COUNTY-  IL/SALINE
 HB1477  USGS QUAD   -  ELDORADO (1963)
 HB1477
 HB1477                         *CURRENT SURVEY CONTROL
 HB1477  ___________________________________________________________________
 HB1477* NAD 83(1997)-  37 49 12.08882(N)    088 26 07.06823(W)     ADJUSTED  
 HB1477* NAVD 88     -                                                        
 HB1477  ___________________________________________________________________
 HB1477  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 HB1477  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HB1477
 HB1477  HORZ ORDER  -  THIRD
 HB1477
 HB1477.The horizontal coordinates were established by classical geodetic methods
 HB1477.and adjusted by the National Geodetic Survey in October 1999..
 HB1477
 HB1477
 HB1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1477
 HB1477.The geoid height was determined by GEOID03.
 HB1477
 HB1477;                    North         East     Units Scale Factor Converg.
 HB1477;SPC IL E     -   128,003.929   291,022.685   MT  0.99997599   -0 03 45.1
 HB1477;SPC IL E     -   419,959.56    954,796.93   sFT  0.99997599   -0 03 45.1
 HB1477;UTM  16      - 4,186,817.028   373,674.125   MT  0.99979655   -0 52 48.8
 HB1477
 HB1477                          SUPERSEDED SURVEY CONTROL
 HB1477
 HB1477  NAD 83(1997)-  37 49 12.09398(N)    088 26 07.06845(W) AD(       ) 4
 HB1477  NAD 83(1997)-  37 49 12.09478(N)    088 26 07.06809(W) AD(       ) 4
 HB1477  NAD 83(1986)-  37 49 12.10007(N)    088 26 07.06977(W) AD(       ) 4
 HB1477  NAD 27      -  37 49 11.92913(N)    088 26 06.90080(W) AD(       ) 3
 HB1477
 HB1477.Superseded values are not recommended for survey control.
 HB1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1477.See file dsdata.txt to determine how the superseded data were derived.
 HB1477
 HB1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7367486817(NAD 83)
 HB1477_MARKER: 94 = ROOFTOP VENTILATOR
 HB1477
 HB1477  HISTORY     - Date     Condition        Report By
 HB1477  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1477  HISTORY     - 1960     GOOD             CGS
 HB1477
 HB1477                          STATION DESCRIPTION
 HB1477
 HB1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1477'THE STATION IS THE CENTER OF THE ORNAMENTAL PEAK AT THE APEX OF THE
 HB1477'ROOF OF AN OCTAGONAL SHAPED VENTILATOR, LOCATED ON A RED
 HB1477'BRICK SCHOOL BUILDING AT THE CORNER OF WASHINGTON AND SALINE AVENUES
 HB1477'IN ELDORADO. THE VENTILATOR IS PAINTED WHITE AND HAS A BLACK
 HB1477'ROOF WITH AN ORNAMENTAL PEAK AND A WEATHER VANE ON TOP. THE OVERALL
 HB1477'HEIGHT IS ABOUT 75 FEET.
 HB1477
 HB1477                          STATION RECOVERY (1960)
 HB1477
 HB1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1477'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED. THE 1957
 HB1477'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1612 ***********************************************************************
 NH1612  DESIGNATION -  ELGIN
 NH1612  PID         -  NH1612
 NH1612  STATE/COUNTY-  IL/KANE
 NH1612  USGS QUAD   -  ELGIN (1992)
 NH1612
 NH1612                         *CURRENT SURVEY CONTROL
 NH1612  ___________________________________________________________________
 NH1612* NAD 83(1997)-  42 00 34.08862(N)    088 18 45.33228(W)     ADJUSTED  
 NH1612* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 NH1612  ___________________________________________________________________
 NH1612  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 NH1612  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NH1612
 NH1612  HORZ ORDER  -  SECOND
 NH1612
 NH1612.The horizontal coordinates were established by classical geodetic methods
 NH1612.and adjusted by the National Geodetic Survey in October 1999..
 NH1612
 NH1612.The orthometric height was scaled from a topographic map.
 NH1612
 NH1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1612
 NH1612.The geoid height was determined by GEOID03.
 NH1612
 NH1612;                    North         East     Units Scale Factor Converg.
 NH1612;SPC IL E     -   593,154.552   301,718.113   MT  0.99997504   +0 00 50.0
 NH1612;SPC IL E     - 1,946,041.23    989,886.84   sFT  0.99997504   +0 00 50.0
 NH1612;UTM  16      - 4,651,660.863   391,309.336   MT  0.99974536   -0 52 42.8
 NH1612
 NH1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1612!SPC IL E     -   0.99996634  x   0.99997504  =   0.99994138
 NH1612!UTM  16      -   0.99996634  x   0.99974536  =   0.99971171
 NH1612
 NH1612:                Primary Azimuth Mark                     Grid Az
 NH1612:SPC IL E     -  CARPENTERSVILLE ILL IRON STK             009 20 20.4
 NH1612:UTM  16      -  CARPENTERSVILLE ILL IRON STK             010 13 53.2
 NH1612
 NH1612|---------------------------------------------------------------------|
 NH1612| PID    Reference Object                     Distance      Geod. Az  |
 NH1612|                                                           dddmmss.s |
 NH1612| NH1092 CARPENTERSVILLE ILL IRON STK        APPROX.11.2 KM 0092110.4 |
 NH1612| NH1094 ELGIN CHICAGO RAWHIDE CO TK         APPROX. 5.4 KM 0131306.2 |
 NH1612| NH1093 ELGIN MUNICIPAL TANK                APPROX. 2.6 KM 0195419.3 |
 NH1612| NH1091 FIN N FEATHER FARM WATER TANK       APPROX. 8.5 KM 0294944.4 |
 NH1612| NH1096 ELGIN ILL WATCH CASE CO STK         APPROX. 6.0 KM 0370658.0 |
 NH1612| NH1102 ELGIN RADIO STA WRMN MAST           APPROX. 5.9 KM 0472330.5 |
 NH1612| NH1108 ELGIN NATL WATCH CO CLOCK TWR       APPROX. 3.7 KM 0515836.9 |
 NH1612| NH1099 ELGIN STATE HOSPITAL E TANK         APPROX. 1.8 KM 0620530.2 |
 NH1612| NH1095 ELGIN STATE HOSPITAL W STACK        APPROX. 2.1 KM 0630313.0 |
 NH1612| MF1320 BARTLETT MUNICIPAL TANK             APPROX.10.8 KM 1005024.0 |
 NH1612| MF1282 CLOVERDALE MICROWAVE KSA 47 TR      APPROX.19.5 KM 1150349.5 |
 NH1612| MF1381 GENEVA RAD STA KSA 457 MAST         APPROX.13.7 KM 1784850.0 |
 NH1612| MF1382 ST CHARLES MUNICIPAL TANK           APPROX.10.3 KM 1790415.3 |
 NH1612| CI8596 ELGIN RM 1                           26.365 METERS 18214     |
 NH1612| MF1388 GENEVA MUNICIPAL TANK               APPROX.12.7 KM 1823141.4 |
 NH1612| MF1411 ELBURN MICH WISC PLINE CO TWR       APPROX.14.0 KM 2235800.2 |
 NH1612| NH1090 ELGIN STATE HOSP W WATER TANK        26.608 METERS 31007     |
 NH1612| CI8597 ELGIN RM 2                           26.239 METERS 32620     |
 NH1612| CI8595 ELGIN AZ MK                                        3291010.8 |
 NH1612|---------------------------------------------------------------------|
 NH1612
 NH1612                          SUPERSEDED SURVEY CONTROL
 NH1612
 NH1612  NAD 83(1997)-  42 00 34.08765(N)    088 18 45.33343(W) AD(       ) 2
 NH1612  NAD 83(1986)-  42 00 34.09122(N)    088 18 45.34241(W) AD(       ) 2
 NH1612  NAD 27      -  42 00 33.99460(N)    088 18 45.05940(W) AD(       ) 2
 NH1612
 NH1612.Superseded values are not recommended for survey control.
 NH1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1612.See file dsdata.txt to determine how the superseded data were derived.
 NH1612
 NH1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9130951661(NAD 83)
 NH1612_MARKER: DS = TRIANGULATION STATION DISK
 NH1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1612
 NH1612  HISTORY     - Date     Condition        Report By
 NH1612  HISTORY     - 1954     MONUMENTED       CGS
 NH1612  HISTORY     - 1956     GOOD             CGS
 NH1612  HISTORY     - 1966     GOOD             CGS
 NH1612  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NH1612  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH1612
 NH1612                          STATION DESCRIPTION
 NH1612
 NH1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1612'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF ELGIN, IN
 NH1612'THE WEST SECTION OF THE ELGIN STATE HOSPITAL GROUNDS, ABOUT
 NH1612'0.05 MILE NORTHEAST OF A LARGE GROUP OF BRICK BUILDINGS.
 NH1612'IT IS 64 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A TALL SILVER
 NH1612'WATER TANK, 5 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 NH1612'WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1612'ELGIN 1954.
 NH1612'
 NH1612'REFERENCE MARK NO. 1 IS 9 FEET EAST OF A 10 INCH APPLE TREE
 NH1612'AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 NH1612'IS STAMPED ELGIN NO 1 1954.
 NH1612'
 NH1612'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK, SET
 NH1612'FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE FOOTING
 NH1612'OF THE NORTHEAST LEG OF THE WATER TANK.  THE DISK IS STAMPED
 NH1612'ELGIN NO 2 1954.
 NH1612'
 NH1612'AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF MC LEAN BLVD.
 NH1612'(STATE HIGHWAY 31), 5 FEET SOUTHEAST OF A POWER LINE POLE,
 NH1612'1 FOOT WEST OF A FENCE AND 1 FOOT SOUTHWEST OF A WHITE WITNESS
 NH1612'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED ELGIN 1954.
 NH1612'
 NH1612'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH1612'20 (LARKIN AVE.) AND MC LEAN BLVD. IN THE WEST SECTION OF
 NH1612'ELGIN, GO SOUTH ON MC LEAN BLVD. FOR 1.9 MILES TO THE AZIMUTH
 NH1612'MARK ON THE LEFT, EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE
 NH1612'SOUTH ON MC LEAN BLVD. FOR 0.3 MILE TO GRAVEL DRIVEWAY ON
 NH1612'LEFT TO HOSPITAL GROUNDS, TURN LEFT AND GO EAST ON DRIVEWAY
 NH1612'FOR 0.1 MILE TO GATE, PASS THROUGH GATE, TURN LEFT AND GO
 NH1612'NORTH ON GRAVEL ROAD BETWEEN BRICK BUILDINGS FOR 0.1 MILE
 NH1612'TO T INTERSECTION, TURN RIGHT AND GO NORTHEASTERLY ACROSS
 NH1612'FIELDS FOR ABOUT 0.05 MILE TO WATER TANK AND STATION AS
 NH1612'DESCRIBED.
 NH1612'
 NH1612'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1612
 NH1612                          STATION RECOVERY (1956)
 NH1612
 NH1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NH1612'THE STATION WAS RECOVERED AND ALL OF THE MARKS WERE FOUND IN
 NH1612'GOOD CONDITION.  THE DIRECTIONS TO THE MARKS CHECKED.  THE
 NH1612'DISTANCES TO R.M. 1 AND R.M. 2 WERE 0.02 OF A FOOT AND 0.03
 NH1612'OF A FOOT SHORTER RESPECTIVELY THAN PREVIOUSLY MEASURED.
 NH1612'THE FENCE AT THE STATION HAS BEEN MOVED AND THE STATION
 NH1612'MARK AND R.M. 1 ARE NOW 29 FEET EAST OF THE FENCE.  THE
 NH1612'OLD DESCRIPTION IS ADEQUATE.
 NH1612'
 NH1612'DISTANCES AND DIRECTIONS TO THE MARKS AND ADDITIONAL OBJECTS
 NH1612'VISIBLE FROM THE GROUND.
 NH1612'
 NH1612'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 NH1612
 NH1612                          STATION RECOVERY (1966)
 NH1612
 NH1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1612'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 NH1612'IN GOOD CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT
 NH1612'SOUTHEAST OF THE AZIMUTH MARK AT THIS TIME.  THE DESCRIPTION
 NH1612'TO THE STATION IS GOOD.
 NH1612
 NH1612                          STATION RECOVERY (1990)
 NH1612
 NH1612'RECOVERY NOTE BY US POWER SQUADRON 1990 (JBL)
 NH1612'MARK NOT FOUND.
 NH1612
 NH1612                          STATION RECOVERY (1998)
 NH1612
 NH1612'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1094 ***********************************************************************
 NH1094  DESIGNATION -  ELGIN CHICAGO RAWHIDE CO TK
 NH1094  PID         -  NH1094
 NH1094  STATE/COUNTY-  IL/KANE
 NH1094  USGS QUAD   -  ELGIN (1992)
 NH1094
 NH1094                         *CURRENT SURVEY CONTROL
 NH1094  ___________________________________________________________________
 NH1094* NAD 83(1997)-  42 03 23.32851(N)    088 17 51.99022(W)     ADJUSTED  
 NH1094* NAVD 88     -                                                        
 NH1094  ___________________________________________________________________
 NH1094  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 NH1094  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NH1094
 NH1094  HORZ ORDER  -  THIRD
 NH1094
 NH1094.The horizontal coordinates were established by classical geodetic methods
 NH1094.and adjusted by the National Geodetic Survey in October 1999..
 NH1094
 NH1094
 NH1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1094
 NH1094.The geoid height was determined by GEOID03.
 NH1094
 NH1094;                    North         East     Units Scale Factor Converg.
 NH1094;SPC IL E     -   598,376.530   302,943.350   MT  0.99997511   +0 01 25.7
 NH1094;SPC IL E     - 1,963,173.67    993,906.64   sFT  0.99997511   +0 01 25.7
 NH1094;UTM  16      - 4,656,861.911   392,615.492   MT  0.99974189   -0 52 09.9
 NH1094
 NH1094                          SUPERSEDED SURVEY CONTROL
 NH1094
 NH1094  NAD 83(1997)-  42 03 23.32728(N)    088 17 51.99164(W) AD(       ) 4
 NH1094  NAD 83(1986)-  42 03 23.33096(N)    088 17 52.00057(W) AD(       ) 4
 NH1094  NAD 27      -  42 03 23.23900(N)    088 17 51.71400(W) AD(       ) 3
 NH1094
 NH1094.Superseded values are not recommended for survey control.
 NH1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1094.See file dsdata.txt to determine how the superseded data were derived.
 NH1094
 NH1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9261556862(NAD 83)
 NH1094_MARKER: 53 = ELEVATED TANK
 NH1094
 NH1094  HISTORY     - Date     Condition        Report By
 NH1094  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1094  HISTORY     - 1966     GOOD             CGS
 NH1094  HISTORY     - 19980522 GOOD             USPSQD
 NH1094  HISTORY     - 19991118 GOOD             USPSQD
 NH1094
 NH1094                          STATION DESCRIPTION
 NH1094
 NH1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1094'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE WATER
 NH1094'TANK, LOCATED AT THE NORTH SIDE OF THE CHICAGO RAWHIDE CO.
 NH1094'PLANT, ABOUT 1-1/2 MILES NORTH OF ELGIN, 0.5 MILE WEST OF U.S.
 NH1094'HIGHWAY 31.  THE TANK HAS AN OVAL BOTTOM AND TOP WHICH ARE
 NH1094'PAINTED SILVER, THE VERTICAL SIDES OF THE TANK ARE PAINTED
 NH1094'RED WITH THE LEGEND CHICAGO RAWHIDE MFG. CO. PAINTED IN
 NH1094'SILVER LETTERS ON THE SOUTH SIDE.  THE TANK IS ATOP A 4 LEGGED
 NH1094'STEEL TRUSSWORK STRUCUTURE WHICH IS PAINTED SILVER.  THE
 NH1094'TOTAL HEIGHT IS ABOUT 135 FEET.
 NH1094'
 NH1094'TO REACH THE STATION FROM THE INTERSECTION OF HIGHLAND AVENUE
 NH1094'AND STATE STREET IN ELGIN, GO NORTH ON N. STATE STREET (U.S.
 NH1094'HIGHWAY 31) FOR 1.2 MILES TO THE TANK ON THE LEFT AS DESCRIBED.
 NH1094
 NH1094                          STATION RECOVERY (1966)
 NH1094
 NH1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1094'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT
 NH1094'THIS TIME.  AT THE PRESENT TIME THE TANK IS PAINTED GREEN
 NH1094'WITH THE LEGEND CHICAGO RAWHIDE MFG. CO. PAINTED IN BLACK
 NH1094'LETTERS ON THE SOUTH SIDE.
 NH1094
 NH1094                          STATION RECOVERY (1998)
 NH1094
 NH1094'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1094'RECOVERED IN GOOD CONDITION.
 NH1094
 NH1094                          STATION RECOVERY (1999)
 NH1094
 NH1094'RECOVERY NOTE BY US POWER SQUADRON 1999
 NH1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1096 ***********************************************************************
 NH1096  DESIGNATION -  ELGIN ILL WATCH CASE CO STK
 NH1096  PID         -  NH1096
 NH1096  STATE/COUNTY-  IL/KANE
 NH1096  USGS QUAD   -  ELGIN (1992)
 NH1096
 NH1096                         *CURRENT SURVEY CONTROL
 NH1096  ___________________________________________________________________
 NH1096* NAD 83(1997)-  42 03 09.66230(N)    088 16 07.33889(W)     ADJUSTED  
 NH1096* NAVD 88     -                                                        
 NH1096  ___________________________________________________________________
 NH1096  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 NH1096  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NH1096
 NH1096  HORZ ORDER  -  THIRD
 NH1096
 NH1096.The horizontal coordinates were established by classical geodetic methods
 NH1096.and adjusted by the National Geodetic Survey in October 1999..
 NH1096
 NH1096
 NH1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1096
 NH1096.The geoid height was determined by GEOID03.
 NH1096
 NH1096;                    North         East     Units Scale Factor Converg.
 NH1096;SPC IL E     -   597,956.293   305,349.934   MT  0.99997535   +0 02 35.8
 NH1096;SPC IL E     - 1,961,794.94  1,001,802.24   sFT  0.99997535   +0 02 35.8
 NH1096;UTM  16      - 4,656,404.318   395,014.665   MT  0.99973562   -0 50 59.5
 NH1096
 NH1096                          SUPERSEDED SURVEY CONTROL
 NH1096
 NH1096  NAD 83(1997)-  42 03 09.66133(N)    088 16 07.34012(W) AD(       ) 4
 NH1096  NAD 83(1986)-  42 03 09.66488(N)    088 16 07.34944(W) AD(       ) 4
 NH1096  NAD 27      -  42 03 09.57000(N)    088 16 07.06600(W) AD(       ) 3
 NH1096
 NH1096.Superseded values are not recommended for survey control.
 NH1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1096.See file dsdata.txt to determine how the superseded data were derived.
 NH1096
 NH1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9501556404(NAD 83)
 NH1096_MARKER: 63 = STACK
 NH1096
 NH1096  HISTORY     - Date     Condition        Report By
 NH1096  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1096  HISTORY     - 1966     GOOD             CGS
 NH1096  HISTORY     - 19980522 GOOD             USPSQD
 NH1096
 NH1096                          STATION DESCRIPTION
 NH1096
 NH1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1096'STATION IS THE CENTER OF A ROUND CONCRETE STACK, LOCATED IN
 NH1096'THE NORTHEAST SECTION OF ELGIN, BETWEEN CHESTER AND SLADE
 NH1096'STREETS, ABOUT 250 FEET WEST OF LIBERTY STREET, 160 FEET NORTH
 NH1096'OF CHESTER AVENUE AND 180 FEET SOUTH OF SLADE STREET, AT THE
 NH1096'EAST END OF THE MAIN FACTORY BUILDING OF THE ILLINOIS WATCH
 NH1096'CASE CO.  THE STACK IS ABOUT 10 FEET IN DIAMETER AT THE BOTTOM
 NH1096'AND HAS A SLIGHT TAPER.  IT IS ABOUT 155 FT. HIGH
 NH1096
 NH1096                          STATION RECOVERY (1966)
 NH1096
 NH1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1096'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1096'CONDITION AT THIS TIME.
 NH1096
 NH1096                          STATION RECOVERY (1998)
 NH1096
 NH1096'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1093 ***********************************************************************
 NH1093  DESIGNATION -  ELGIN MUNICIPAL TANK
 NH1093  PID         -  NH1093
 NH1093  STATE/COUNTY-  IL/KANE
 NH1093  USGS QUAD   -  ELGIN (1992)
 NH1093
 NH1093                         *CURRENT SURVEY CONTROL
 NH1093  ___________________________________________________________________
 NH1093* NAD 83(1997)-  42 01 54.33234(N)    088 18 06.35773(W)     ADJUSTED  
 NH1093* NAVD 88     -                                                        
 NH1093  ___________________________________________________________________
 NH1093  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 NH1093  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NH1093
 NH1093  HORZ ORDER  -  THIRD
 NH1093
 NH1093.The horizontal coordinates were established by classical geodetic methods
 NH1093.and adjusted by the National Geodetic Survey in October 1999..
 NH1093
 NH1093
 NH1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1093
 NH1093.The geoid height was determined by GEOID03.
 NH1093
 NH1093;                    North         East     Units Scale Factor Converg.
 NH1093;SPC IL E     -   595,630.587   302,614.008   MT  0.99997508   +0 01 16.1
 NH1093;SPC IL E     - 1,954,164.68    992,826.12   sFT  0.99997508   +0 01 16.1
 NH1093;UTM  16      - 4,654,122.073   392,243.480   MT  0.99974288   -0 52 18.0
 NH1093
 NH1093                          SUPERSEDED SURVEY CONTROL
 NH1093
 NH1093  NAD 83(1997)-  42 01 54.33081(N)    088 18 06.35924(W) AD(       ) 4
 NH1093  NAD 83(1986)-  42 01 54.33497(N)    088 18 06.36792(W) AD(       ) 4
 NH1093  NAD 27      -  42 01 54.24200(N)    088 18 06.08300(W) AD(       ) 3
 NH1093
 NH1093.Superseded values are not recommended for survey control.
 NH1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1093.See file dsdata.txt to determine how the superseded data were derived.
 NH1093
 NH1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9224354122(NAD 83)
 NH1093_MARKER: 53 = ELEVATED TANK
 NH1093
 NH1093  HISTORY     - Date     Condition        Report By
 NH1093  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1093  HISTORY     - 1966     GOOD             CGS
 NH1093  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH1093  HISTORY     - 19991118 MARK NOT FOUND   USPSQD
 NH1093
 NH1093                          STATION DESCRIPTION
 NH1093
 NH1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1093'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 NH1093'LOCATED ABOUT 100 FEET SOUTHWEST OF THE INTERSECTION OF
 NH1093'COMMONWEALTH AVENUE AND SCHULLER STREET IN THE SOUTHWEST
 NH1093'SECTION OF THE CITY OF ELGIN.  IT IS A STEEL TANK SUPPORTED
 NH1093'BY AN EIGHT-LEGGED STEEL STRUCTURE, IS ABOUT 75 FEET IN HEIGHT
 NH1093'OVERALL AND IS PAINTED SILVER WITH THE NAME ELGIN PAINTED
 NH1093'ON THE NORTHEAST AND SOUTHWEST SIDES IN BLACK LETTERS.
 NH1093
 NH1093                          STATION RECOVERY (1966)
 NH1093
 NH1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1093'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 NH1093'TIME.  AT THE PRESENT TIME THE TANK IS PAINTED GREEN.
 NH1093
 NH1093                          STATION RECOVERY (1998)
 NH1093
 NH1093'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1093'MARK NOT FOUND.
 NH1093
 NH1093                          STATION RECOVERY (1999)
 NH1093
 NH1093'RECOVERY NOTE BY US POWER SQUADRON 1999
 NH1093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1108 ***********************************************************************
 NH1108  DESIGNATION -  ELGIN NATL WATCH CO CLOCK TWR
 NH1108  PID         -  NH1108
 NH1108  STATE/COUNTY-  IL/KANE
 NH1108  USGS QUAD   -  ELGIN (1992)
 NH1108
 NH1108                         *CURRENT SURVEY CONTROL
 NH1108  ___________________________________________________________________
 NH1108* NAD 83(1997)-  42 01 48.01825(N)    088 16 38.48495(W)     ADJUSTED  
 NH1108* NAVD 88     -                                                        
 NH1108  ___________________________________________________________________
 NH1108  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NH1108  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH1108
 NH1108  HORZ ORDER  -  THIRD
 NH1108
 NH1108.The horizontal coordinates were established by classical geodetic methods
 NH1108.and adjusted by the National Geodetic Survey in October 1999..
 NH1108
 NH1108
 NH1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1108
 NH1108.The geoid height was determined by GEOID03.
 NH1108
 NH1108;                    North         East     Units Scale Factor Converg.
 NH1108;SPC IL E     -   595,436.812   304,635.392   MT  0.99997526   +0 02 14.9
 NH1108;SPC IL E     - 1,953,528.94    999,457.95   sFT  0.99997526   +0 02 14.9
 NH1108;UTM  16      - 4,653,896.878   394,261.125   MT  0.99973758   -0 51 19.1
 NH1108
 NH1108                          SUPERSEDED SURVEY CONTROL
 NH1108
 NH1108  NAD 83(1997)-  42 01 48.01679(N)    088 16 38.48687(W) AD(       ) 4
 NH1108  NAD 83(1986)-  42 01 48.02090(N)    088 16 38.49536(W) AD(       ) 4
 NH1108  NAD 27      -  42 01 47.92600(N)    088 16 38.21100(W) AD(       ) 3
 NH1108
 NH1108.Superseded values are not recommended for survey control.
 NH1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1108.See file dsdata.txt to determine how the superseded data were derived.
 NH1108
 NH1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9426153897(NAD 83)
 NH1108_MARKER: 55 = TOWER
 NH1108
 NH1108  HISTORY     - Date     Condition        Report By
 NH1108  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1108  HISTORY     - 1966     MARK NOT FOUND   CGS
 NH1108  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH1108  HISTORY     - 19991118 MARK NOT FOUND   USPSQD
 NH1108
 NH1108                          STATION DESCRIPTION
 NH1108
 NH1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1108'STATION IS THE CENTER OF THE BASE OF A FLAG POLE AT THE
 NH1108'APPROXIMATE CENTER OF THE TOP OF THE CLOCK TOWER OF THE ELGIN
 NH1108'NATIONAL WATCH COMPANY LOCATED AT THE NORTH END OF THE COMPANY
 NH1108'BUILDING ON THE SOUTH SIDE OF NATIONAL AVENUE AT THE INTERSECTION
 NH1108'OF SOUTH GROVE AVENUE IN THE SOUTH SECTION OF THE CITY OF
 NH1108'ELGIN.  THE TOWER IS A SQUARE BRICK AND STONE STRUCTURE ABOUT
 NH1108'100 FEET HIGH, HAS A CLOCK IN EACH OF OF THE FOUR SIDES AND THE
 NH1108'FLAG POLE IS A SINGLE STEEL POLE ABOUT 25 FEET HIGH.
 NH1108
 NH1108                          STATION RECOVERY (1966)
 NH1108
 NH1108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1108'THE TOWER HAS BEEN TORN DOWN AND THE STATION SHOULD BE CONSIDERED
 NH1108'AS LOST.
 NH1108
 NH1108                          STATION RECOVERY (1998)
 NH1108
 NH1108'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1108'MARK NOT FOUND.
 NH1108
 NH1108                          STATION RECOVERY (1999)
 NH1108
 NH1108'RECOVERY NOTE BY US POWER SQUADRON 1999
 NH1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1105 ***********************************************************************
 NH1105  DESIGNATION -  ELGIN OBSERVATORY 1954
 NH1105  PID         -  NH1105
 NH1105  STATE/COUNTY-  IL/KANE
 NH1105  USGS QUAD   -  ELGIN (1992)
 NH1105
 NH1105                         *CURRENT SURVEY CONTROL
 NH1105  ___________________________________________________________________
 NH1105* NAD 83(1997)-  42 01 48.59800(N)    088 16 25.16698(W)     ADJUSTED  
 NH1105* NAVD 88     -       238.92   (+/-2cm)     783.9    (feet)  VERTCON   
 NH1105  ___________________________________________________________________
 NH1105  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NH1105  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH1105
 NH1105  HORZ ORDER  -  THIRD
 NH1105  VERT ORDER  -  THIRD ? (See Below)
 NH1105
 NH1105.The horizontal coordinates were established by classical geodetic methods
 NH1105.and adjusted by the National Geodetic Survey in October 1999..
 NH1105
 NH1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1105.The vertical order pertains to the NGVD 29 superseded value.
 NH1105
 NH1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1105
 NH1105.The geoid height was determined by GEOID03.
 NH1105
 NH1105;                    North         East     Units Scale Factor Converg.
 NH1105;SPC IL E     -   595,454.906   304,941.729   MT  0.99997530   +0 02 23.8
 NH1105;SPC IL E     - 1,953,588.30  1,000,462.99   sFT  0.99997530   +0 02 23.8
 NH1105;UTM  16      - 4,653,910.193   394,567.634   MT  0.99973678   -0 51 10.2
 NH1105
 NH1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1105!SPC IL E     -   0.99996777  x   0.99997530  =   0.99994307
 NH1105!UTM  16      -   0.99996777  x   0.99973678  =   0.99970456
 NH1105
 NH1105                          SUPERSEDED SURVEY CONTROL
 NH1105
 NH1105  NAD 83(1997)-  42 01 48.59696(N)    088 16 25.16839(W) AD(       ) 4
 NH1105  NAD 83(1986)-  42 01 48.60057(N)    088 16 25.17743(W) AD(       ) 4
 NH1105  NAD 27      -  42 01 48.50500(N)    088 16 24.89400(W) AD(       ) 3
 NH1105  NGVD 29 (07/19/86)  239.00   (m)          784.1    (f) LEVELING    3  
 NH1105
 NH1105.Superseded values are not recommended for survey control.
 NH1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1105.See file dsdata.txt to determine how the superseded data were derived.
 NH1105
 NH1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9456853910(NAD 83)
 NH1105_MARKER: 88 = OBSERVATORY DOME
 NH1105
 NH1105  HISTORY     - Date     Condition        Report By
 NH1105  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1105  HISTORY     - 19980522 GOOD             USPSQD
 NH1105  HISTORY     - 19991118 GOOD             USPSQD
 NH1105
 NH1105                          STATION DESCRIPTION
 NH1105
 NH1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1105'STATION IS THE CENTER OF THE TELESCOPE AXIS IN THE DOME OF
 NH1105'THE ELGIN OBSERVATORY, 312 WATCH STREET.  A TRAVERSE CONNECTION
 NH1105'WAS MADE TO TRIANGULATION STATION OBSERVATORY THE DISTANCE
 NH1105'IS 52.5 FEET, 16.0 METERS.
 NH1105
 NH1105                          STATION RECOVERY (1998)
 NH1105
 NH1105'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1105'RECOVERED IN GOOD CONDITION.
 NH1105
 NH1105                          STATION RECOVERY (1999)
 NH1105
 NH1105'RECOVERY NOTE BY US POWER SQUADRON 1999
 NH1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1102 ***********************************************************************
 NH1102  DESIGNATION -  ELGIN RADIO STA WRMN MAST
 NH1102  PID         -  NH1102
 NH1102  STATE/COUNTY-  IL/COOK
 NH1102  USGS QUAD   -  ELGIN (1992)
 NH1102
 NH1102                         *CURRENT SURVEY CONTROL
 NH1102  ___________________________________________________________________
 NH1102* NAD 83(1997)-  42 02 44.27033(N)    088 15 35.38959(W)     ADJUSTED  
 NH1102* NAVD 88     -                                                        
 NH1102  ___________________________________________________________________
 NH1102  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NH1102  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NH1102
 NH1102  HORZ ORDER  -  THIRD
 NH1102
 NH1102.The horizontal coordinates were established by classical geodetic methods
 NH1102.and adjusted by the National Geodetic Survey in October 1999..
 NH1102
 NH1102
 NH1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1102
 NH1102.The geoid height was determined by GEOID03.
 NH1102
 NH1102;                    North         East     Units Scale Factor Converg.
 NH1102;SPC IL E     -   597,173.463   306,085.266   MT  0.99997546   +0 02 57.2
 NH1102;SPC IL E     - 1,959,226.60  1,004,214.74   sFT  0.99997546   +0 02 57.2
 NH1102;UTM  16      - 4,655,610.312   395,737.532   MT  0.99973376   -0 50 37.7
 NH1102
 NH1102                          SUPERSEDED SURVEY CONTROL
 NH1102
 NH1102  NAD 83(1997)-  42 02 44.26931(N)    088 15 35.39087(W) AD(       ) 4
 NH1102  NAD 83(1986)-  42 02 44.27289(N)    088 15 35.40021(W) AD(       ) 4
 NH1102  NAD 27      -  42 02 44.17700(N)    088 15 35.11800(W) AD(       ) 3
 NH1102
 NH1102.Superseded values are not recommended for survey control.
 NH1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1102.See file dsdata.txt to determine how the superseded data were derived.
 NH1102
 NH1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9573855610(NAD 83)
 NH1102_MARKER: 42 = RADIO/TV MAST
 NH1102
 NH1102  HISTORY     - Date     Condition        Report By
 NH1102  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1102  HISTORY     - 1966     GOOD             CGS
 NH1102
 NH1102                          STATION DESCRIPTION
 NH1102
 NH1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1102'STATION IS THE FLASHING RED LIGHT ATOP THE RADIO MAST, LOCATED
 NH1102'NEAR THE EAST CITY LIMITS OF ELGIN, NEAR THE KANE-COOK COUNTY
 NH1102'LINE.  IT IS A UNIFORM, CROSS SECTIONED, GUYED, STEEL MAST,
 NH1102'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND IS
 NH1102'180 FEET HIGH.
 NH1102'
 NH1102'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 58 IN THE
 NH1102'NORTHEAST SECTION OF ELGIN, GO EAST ON HIGHWAY 58 FOR 0.35
 NH1102'MILE TO THE MAST ON THE RIGHT, SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 NH1102
 NH1102                          STATION RECOVERY (1966)
 NH1102
 NH1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1102'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1102'CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1103 ***********************************************************************
 NH1103  DESIGNATION -  ELGIN ST JOHNS LUTH CH SPIRE
 NH1103  PID         -  NH1103
 NH1103  STATE/COUNTY-  IL/KANE
 NH1103  USGS QUAD   -  ELGIN (1992)
 NH1103
 NH1103                         *CURRENT SURVEY CONTROL
 NH1103  ___________________________________________________________________
 NH1103* NAD 83(1997)-  42 02 22.02595(N)    088 16 56.32790(W)     ADJUSTED  
 NH1103* NAVD 88     -                                                        
 NH1103  ___________________________________________________________________
 NH1103  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 NH1103  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH1103
 NH1103  HORZ ORDER  -  THIRD
 NH1103
 NH1103.The horizontal coordinates were established by classical geodetic methods
 NH1103.and adjusted by the National Geodetic Survey in October 1999..
 NH1103
 NH1103
 NH1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1103
 NH1103.The geoid height was determined by GEOID03.
 NH1103
 NH1103;                    North         East     Units Scale Factor Converg.
 NH1103;SPC IL E     -   596,485.799   304,224.331   MT  0.99997522   +0 02 03.0
 NH1103;SPC IL E     - 1,956,970.49    998,109.33   sFT  0.99997522   +0 02 03.0
 NH1103;UTM  16      - 4,654,951.892   393,866.553   MT  0.99973860   -0 51 31.6
 NH1103
 NH1103                          SUPERSEDED SURVEY CONTROL
 NH1103
 NH1103  NAD 83(1997)-  42 02 22.02751(N)    088 16 56.33183(W) AD(       ) 4
 NH1103  NAD 83(1986)-  42 02 22.02870(N)    088 16 56.33840(W) AD(       ) 4
 NH1103  NAD 27      -  42 02 21.93500(N)    088 16 56.05400(W) AD(       ) 3
 NH1103
 NH1103.Superseded values are not recommended for survey control.
 NH1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1103.See file dsdata.txt to determine how the superseded data were derived.
 NH1103
 NH1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9386754952(NAD 83)
 NH1103_MARKER: 91 = CHURCH CROSS
 NH1103
 NH1103  HISTORY     - Date     Condition        Report By
 NH1103  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1103  HISTORY     - 1966     GOOD             CGS
 NH1103  HISTORY     - 19980522 GOOD             USPSQD
 NH1103  HISTORY     - 19991118 GOOD             USPSQD
 NH1103
 NH1103                          STATION DESCRIPTION
 NH1103
 NH1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1103'STATION IS THE CENTER OF THE CROSS AT THE TOP OF THE SPIRE
 NH1103'OF ST. JOHNS LUTHERAN CHURCH LOCATED IN THE SOUTHWEST ANGLE
 NH1103'OF THE INTERSECTION OF DEXTER AVENUE AND SPRING STREET IN
 NH1103'THE NORTH-CENTRAL SECTION OF THE CITY OF ELGIN.  THE SPIRE
 NH1103'IS A WOODEN STRUCTURE COVERED WITH GRAY SHINGLES RISING ABOVE
 NH1103'A SQUARE RED BRICK TOWER AT THE NORTHWEST CORNER OF A RED
 NH1103'BRICK CHURCH BUILDING.  THE ENTIRE STRUCTURE IS ABOUT 110
 NH1103'FEET HIGH.
 NH1103
 NH1103                          STATION RECOVERY (1966)
 NH1103
 NH1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1103'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1103'CONDITION AT THIS TIME.
 NH1103
 NH1103                          STATION RECOVERY (1998)
 NH1103
 NH1103'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1103'RECOVERED IN GOOD CONDITION.
 NH1103
 NH1103                          STATION RECOVERY (1999)
 NH1103
 NH1103'RECOVERY NOTE BY US POWER SQUADRON 1999
 NH1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1090 ***********************************************************************
 NH1090  DESIGNATION -  ELGIN STATE HOSP W WATER TANK
 NH1090  PID         -  NH1090
 NH1090  STATE/COUNTY-  IL/KANE
 NH1090  USGS QUAD   -  ELGIN (1992)
 NH1090
 NH1090                         *CURRENT SURVEY CONTROL
 NH1090  ___________________________________________________________________
 NH1090* NAD 83(1997)-  42 00 34.64426(N)    088 18 46.21661(W)     ADJUSTED  
 NH1090* NAVD 88     -                                                        
 NH1090  ___________________________________________________________________
 NH1090  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 NH1090  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NH1090
 NH1090  HORZ ORDER  -  THIRD
 NH1090
 NH1090.The horizontal coordinates were established by classical geodetic methods
 NH1090.and adjusted by the National Geodetic Survey in October 1999..
 NH1090
 NH1090
 NH1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1090
 NH1090.The geoid height was determined by GEOID03.
 NH1090
 NH1090;                    North         East     Units Scale Factor Converg.
 NH1090;SPC IL E     -   593,171.690   301,697.760   MT  0.99997504   +0 00 49.4
 NH1090;SPC IL E     - 1,946,097.45    989,820.07   sFT  0.99997504   +0 00 49.4
 NH1090;UTM  16      - 4,651,678.312   391,289.258   MT  0.99974542   -0 52 43.4
 NH1090
 NH1090                          SUPERSEDED SURVEY CONTROL
 NH1090
 NH1090  NAD 83(1997)-  42 00 34.64329(N)    088 18 46.21777(W) AD(       ) 4
 NH1090  NAD 83(1986)-  42 00 34.64732(N)    088 18 46.22624(W) AD(       ) 4
 NH1090  NAD 27      -  42 00 34.55000(N)    088 18 45.94400(W) AD(       ) 3
 NH1090
 NH1090.Superseded values are not recommended for survey control.
 NH1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1090.See file dsdata.txt to determine how the superseded data were derived.
 NH1090
 NH1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9128951678(NAD 83)
 NH1090_MARKER: 53 = ELEVATED TANK
 NH1090
 NH1090  HISTORY     - Date     Condition        Report By
 NH1090  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1090  HISTORY     - 1966     GOOD             CGS
 NH1090  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH1090  HISTORY     - 19991118 MARK NOT FOUND   USPSQD
 NH1090
 NH1090                          STATION DESCRIPTION
 NH1090
 NH1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1090'STATION IS THE CENTER OF THE BASE OF THE WATER TANK, LOCATED
 NH1090'NEAR THE WEST EDGE OF THE ELGIN STATE HOSPITAL.  IT IS A
 NH1090'4 LEGGED STEEL STRUCTURE, WITH A STEEL TANK ATOP.  THE TANK
 NH1090'HAS A FLAT CONICAL ROOF AND AN OVAL BOTTOM WITH 20 FOOT VERTICAL
 NH1090'SIDES.  THE ENTIRE STRUCTURE IS PAINTED SILVER AND IS 130
 NH1090'FEET HIGH.
 NH1090'
 NH1090'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NH1090'ELGIN TO THE CENTER OF THE BASE OF THE TANK AND THE DISTANCE IS
 NH1090'87.3 FEET 26.61 METERS NORTHWEST OF STATION ELGIN.
 NH1090'
 NH1090'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH1090'20 LARKIN AVE. AND MC LEAN AVENUE, IN THE WEST SECTION OF
 NH1090'ELGIN, GO SOUTH ON MC LEAN AVE. FOR 1.9 MILES THE ENTRANCE
 NH1090'TO THE HOSPITAL ON THE LEFT, TURN LEFT AND GO EAST FOR 0.1 MILE
 NH1090'TO A STREET, TURN LEFT AND GO NORTH ON GRAVEL STREET BETWEEN
 NH1090'BRICK BUILDINGS FOR 0.1 MILE TO A T INTERSECTION, TURN RIGHT
 NH1090'AND GO NORTHEASTERLY FOR 0.05 TO THE TANK.
 NH1090
 NH1090                          STATION RECOVERY (1966)
 NH1090
 NH1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1090'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1090'CONDITION AT THIS TIME.
 NH1090
 NH1090                          STATION RECOVERY (1998)
 NH1090
 NH1090'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1090'MARK NOT FOUND.
 NH1090
 NH1090                          STATION RECOVERY (1999)
 NH1090
 NH1090'RECOVERY NOTE BY US POWER SQUADRON 1999
 NH1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1095 ***********************************************************************
 NH1095  DESIGNATION -  ELGIN STATE HOSPITAL W STACK
 NH1095  PID         -  NH1095
 NH1095  STATE/COUNTY-  IL/KANE
 NH1095  USGS QUAD   -  ELGIN (1992)
 NH1095
 NH1095                         *CURRENT SURVEY CONTROL
 NH1095  ___________________________________________________________________
 NH1095* NAD 83(1997)-  42 01 05.58095(N)    088 17 22.23299(W)     ADJUSTED  
 NH1095* NAVD 88     -                                                        
 NH1095  ___________________________________________________________________
 NH1095  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 NH1095  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NH1095
 NH1095  HORZ ORDER  -  THIRD
 NH1095
 NH1095.The horizontal coordinates were established by classical geodetic methods
 NH1095.and adjusted by the National Geodetic Survey in October 1999..
 NH1095
 NH1095
 NH1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1095
 NH1095.The geoid height was determined by GEOID03.
 NH1095
 NH1095;                    North         East     Units Scale Factor Converg.
 NH1095;SPC IL E     -   594,126.905   303,629.739   MT  0.99997516   +0 01 45.6
 NH1095;SPC IL E     - 1,949,231.35    996,158.57   sFT  0.99997516   +0 01 45.6
 NH1095;UTM  16      - 4,652,603.103   393,235.429   MT  0.99974026   -0 51 47.6
 NH1095
 NH1095                          SUPERSEDED SURVEY CONTROL
 NH1095
 NH1095  NAD 83(1997)-  42 01 05.57955(N)    088 17 22.23516(W) AD(       ) 4
 NH1095  NAD 83(1986)-  42 01 05.58369(N)    088 17 22.24321(W) AD(       ) 4
 NH1095  NAD 27      -  42 01 05.48800(N)    088 17 21.95900(W) AD(       ) 3
 NH1095
 NH1095.Superseded values are not recommended for survey control.
 NH1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1095.See file dsdata.txt to determine how the superseded data were derived.
 NH1095
 NH1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9323552603(NAD 83)
 NH1095_MARKER: 63 = STACK
 NH1095
 NH1095  HISTORY     - Date     Condition        Report By
 NH1095  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1095  HISTORY     - 1966     GOOD             CGS
 NH1095  HISTORY     - 19980522 GOOD             USPSQD
 NH1095  HISTORY     - 19991118 GOOD             USPSQD
 NH1095
 NH1095                          STATION DESCRIPTION
 NH1095
 NH1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1095'STATION IS THE CENTER OF THE TOP OF A ROUND RED BRICK STACK,
 NH1095'LOCATED ON THE GROUNDS OF THE ELGIN STATE HOSPITAL, ABOUT
 NH1095'2 MILES SOUTHWEST OF ELGIN.  THE STACK IS THE MOST WESTERLY
 NH1095'AND TALLER OF 2 STACKS, LOCATED ABOUT 50 FEET APART.  IT
 NH1095'IS BUILT OF RED BRICK, IS ABOUT 12 FEET IN DIAMETER AT THE
 NH1095'BASE WITH A SLIGHT TAPER AND IS ABOUT 210 FEET HIGH.
 NH1095'
 NH1095'TO REACH THE STATION FROM THE INTERSECTION OF STATE AND
 NH1095'HIGHLAND STREETS IN ELGIN, GO SOUTH ON S. STATE STREET (U.S.
 NH1095'HIGHWAY 31) FOR 1.1 MILES TO ENTRANCE TO STATE HOSPITAL ON
 NH1095'THE RIGHT, TURN RIGHT AND FOLLOW WINDING ROAD WESTERLY FOR
 NH1095'0.4 MILE TO STACK AS DESCRIBED.
 NH1095
 NH1095                          STATION RECOVERY (1966)
 NH1095
 NH1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1095'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1095'CONDITION AT THIS TIME.
 NH1095
 NH1095                          STATION RECOVERY (1998)
 NH1095
 NH1095'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1095'RECOVERED IN GOOD CONDITION.
 NH1095
 NH1095                          STATION RECOVERY (1999)
 NH1095
 NH1095'RECOVERY NOTE BY US POWER SQUADRON 1999
 NH1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1099 ***********************************************************************
 NH1099  DESIGNATION -  ELGIN STATE HOSPITAL E TANK
 NH1099  PID         -  NH1099
 NH1099  STATE/COUNTY-  IL/KANE
 NH1099  USGS QUAD   -  ELGIN (1992)
 NH1099
 NH1099                         *CURRENT SURVEY CONTROL
 NH1099  ___________________________________________________________________
 NH1099* NAD 83(1997)-  42 01 00.86442(N)    088 17 37.52655(W)     ADJUSTED  
 NH1099* NAVD 88     -                                                        
 NH1099  ___________________________________________________________________
 NH1099  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 NH1099  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NH1099
 NH1099  HORZ ORDER  -  THIRD
 NH1099
 NH1099.The horizontal coordinates were established by classical geodetic methods
 NH1099.and adjusted by the National Geodetic Survey in October 1999..
 NH1099
 NH1099
 NH1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1099
 NH1099.The geoid height was determined by GEOID03.
 NH1099
 NH1099;                    North         East     Units Scale Factor Converg.
 NH1099;SPC IL E     -   593,981.215   303,277.948   MT  0.99997513   +0 01 35.4
 NH1099;SPC IL E     - 1,948,753.37    995,004.40   sFT  0.99997513   +0 01 35.4
 NH1099;UTM  16      - 4,652,462.943   392,881.494   MT  0.99974119   -0 51 57.8
 NH1099
 NH1099                          SUPERSEDED SURVEY CONTROL
 NH1099
 NH1099  NAD 83(1997)-  42 01 00.86300(N)    088 17 37.52875(W) AD(       ) 4
 NH1099  NAD 83(1986)-  42 01 00.86716(N)    088 17 37.53672(W) AD(       ) 4
 NH1099  NAD 27      -  42 01 00.77200(N)    088 17 37.25100(W) AD(       ) 3
 NH1099
 NH1099.Superseded values are not recommended for survey control.
 NH1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1099.See file dsdata.txt to determine how the superseded data were derived.
 NH1099
 NH1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9288152463(NAD 83)
 NH1099_MARKER: 53 = ELEVATED TANK
 NH1099
 NH1099  HISTORY     - Date     Condition        Report By
 NH1099  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1099  HISTORY     - 1966     GOOD             CGS
 NH1099  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH1099
 NH1099                          STATION DESCRIPTION
 NH1099
 NH1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1099'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 NH1099'WATER TANK, LOCATED ON THE GROUNDS OF THE STATE HOSPITAL,
 NH1099'ABOUT 2 MILES SOUTHWEST OF ELGIN.  IT IS A STEEL TANK, WITH
 NH1099'A FLAT CONICAL ROOF AND OVAL BOTTOM, ATOP AN 8 LEGGED STEEL
 NH1099'TRUSSWORK STRUCTURE.  THE TANK AND LEGS ARE PAINTED SILVER AND
 NH1099'IS ABOUT 90 FT. HIGH.
 NH1099'
 NH1099'THE TANK IS LOCATED NEAR THE TWIN STACKS OF THE HOSPITAL
 NH1099'POWER PLANT.
 NH1099
 NH1099                          STATION RECOVERY (1966)
 NH1099
 NH1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1099'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1099'CONDITION AT THIS TIME.
 NH1099
 NH1099                          STATION RECOVERY (1998)
 NH1099
 NH1099'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9195 ***********************************************************************
 DG9195  DESIGNATION -  ELIAS 1
 DG9195  PID         -  DG9195
 DG9195  STATE/COUNTY-  IL/STEPHENSON
 DG9195  USGS QUAD   -  ORANGEVILLE (1971)
 DG9195
 DG9195                         *CURRENT SURVEY CONTROL
 DG9195  ___________________________________________________________________
 DG9195* NAD 83(1997)-  42 24 10.82726(N)    089 42 23.84486(W)     ADJUSTED  
 DG9195* NAVD 88     -       237.3    (meters)     779.     (feet)  GPS OBS   
 DG9195  ___________________________________________________________________
 DG9195  X           -      24,153.154 (meters)                     COMP
 DG9195  Y           -  -4,717,017.338 (meters)                     COMP
 DG9195  Z           -   4,278,902.551 (meters)                     COMP
 DG9195  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DG9195  ELLIP HEIGHT-         203.89  (meters)          (03/01/05) GPS OBS
 DG9195  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DG9195
 DG9195  HORZ ORDER  -  FIRST
 DG9195  ELLP ORDER  -  FOURTH    CLASS I
 DG9195
 DG9195.The horizontal coordinates were established by GPS observations
 DG9195.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9195
 DG9195.The orthometric height was determined by GPS observations and a
 DG9195.high-resolution geoid model.
 DG9195
 DG9195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9195
 DG9195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9195
 DG9195.The ellipsoidal height was determined by GPS observations
 DG9195.and is referenced to NAD 83.
 DG9195
 DG9195.The geoid height was determined by GEOID03.
 DG9195
 DG9195;                    North         East     Units Scale Factor Converg.
 DG9195;SPC IL W     -   636,947.428   737,871.288   MT  0.99995882   +0 18 36.8
 DG9195;SPC IL W     - 2,089,718.35  2,420,832.72   sFT  0.99995882   +0 18 36.8
 DG9195;UTM  16      - 4,698,072.472   277,256.174   MT  1.00021049   -1 49 33.4
 DG9195
 DG9195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9195!SPC IL W     -   0.99996802  x   0.99995882  =   0.99992685
 DG9195!UTM  16      -   0.99996802  x   1.00021049  =   1.00017851
 DG9195
 DG9195                          SUPERSEDED SURVEY CONTROL
 DG9195
 DG9195.No superseded survey control is available for this station.
 DG9195
 DG9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7725698072(NAD 83)
 DG9195_MARKER: A = ALUMINUM MARKER
 DG9195_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG9195+WITH SETTING: INFORMATION.
 DG9195_STAMPING: ELIAS NO. 1
 DG9195_MARK LOGO: FGRAH 
 DG9195_PROJECTION: RECESSED 9 CENTIMETERS
 DG9195_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9195+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9195_ROD/PIPE-DEPTH: 2.74 meters
 DG9195
 DG9195  HISTORY     - Date     Condition        Report By
 DG9195  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9195
 DG9195                          STATION DESCRIPTION
 DG9195
 DG9195'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9195'STATION IS ABOUT 4.0 KM (2.5 MILES) SOUTHEAST OF MCCONNELL AND ABOUT
 DG9195'6.7 KM (4.2 MILES) NORTHWEST OF  CEDARVILLE (AIR LINE), IN SECTION 21,
 DG9195'T 28 N, R 7 E ON PROPERTY OWNED BY DELBERT SCHEIDER.  THIS STATION IS
 DG9195'11.7M (38.3 FT) EAST OF THE CENTERLINE OF PAVEMENT OF DAMASCUS ROAD,
 DG9195'0.4M  (1.4 FT) WEST OF AN ORANGE CARSONITE WITNESS SIGN, 14.4M (47.4
 DG9195'FT) NORTH OF A POWER POLE  AND 19.0M (62.2 FT) SOUTH OF A POWER POLE.
 DG9195'MARK IS FLUSH WITH GROUND LEVEL.
 DG9195' 
 DG9195'TO REACH THE STATION FROM THE POST OFFICE ON MAIN STREET IN MCCONNELL,
 DG9195'GO NORTHEAST  ON MAIN STREET 0.3 KM (0.2 MILES) TO MCCONNELL ROAD,
 DG9195'THEN TURN RIGHT (EASTERLY) ON  MCCONNELL ROAD 1.1 KM (0.7 MILES) TO
 DG9195'DAMASCUS ROAD, THEN TURN RIGHT (SOUTH) ON DAMASCUS  ROAD 3.6 KM (2.3
 DG9195'MILES) TO THE STATION ON THE LEFT(EAST).
 DG9195' 
 DG9195'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9195'ALUMINUM ROD  DRIVEN TO A REFUSAL DEPTH OF 2.74M (9 FT). THE DISK IS
 DG9195'RECESSED 9.4 CM BELOW THE ALUMINUM  ACCESS COVER AND ENCASED IN A
 DG9195'6-INCH DIA. PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER  AND
 DG9195'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9218 ***********************************************************************
 DG9218  DESIGNATION -  ELIAS 2
 DG9218  PID         -  DG9218
 DG9218  STATE/COUNTY-  IL/STEPHENSON
 DG9218  USGS QUAD   -  ORANGEVILLE (1971)
 DG9218
 DG9218                         *CURRENT SURVEY CONTROL
 DG9218  ___________________________________________________________________
 DG9218* NAD 83(1997)-  42 24 27.91243(N)    089 42 25.17663(W)     ADJUSTED  
 DG9218* NAVD 88     -       240.9    (meters)     790.     (feet)  GPS OBS   
 DG9218  ___________________________________________________________________
 DG9218  X           -      24,120.894 (meters)                     COMP
 DG9218  Y           -  -4,716,664.617 (meters)                     COMP
 DG9218  Z           -   4,279,294.242 (meters)                     COMP
 DG9218  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DG9218  ELLIP HEIGHT-         207.47  (meters)          (03/01/05) GPS OBS
 DG9218  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DG9218
 DG9218  HORZ ORDER  -  SECOND
 DG9218  ELLP ORDER  -  FOURTH    CLASS I
 DG9218
 DG9218.The horizontal coordinates were established by GPS observations
 DG9218.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9218
 DG9218.The orthometric height was determined by GPS observations and a
 DG9218.high-resolution geoid model.
 DG9218
 DG9218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9218
 DG9218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9218
 DG9218.The ellipsoidal height was determined by GPS observations
 DG9218.and is referenced to NAD 83.
 DG9218
 DG9218.The geoid height was determined by GEOID03.
 DG9218
 DG9218;                    North         East     Units Scale Factor Converg.
 DG9218;SPC IL W     -   637,474.412   737,837.982   MT  0.99995879   +0 18 36.0
 DG9218;SPC IL W     - 2,091,447.30  2,420,723.45   sFT  0.99995879   +0 18 36.0
 DG9218;UTM  16      - 4,698,600.463   277,242.532   MT  1.00021056   -1 49 34.9
 DG9218
 DG9218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9218!SPC IL W     -   0.99996746  x   0.99995879  =   0.99992625
 DG9218!UTM  16      -   0.99996746  x   1.00021056  =   1.00017802
 DG9218
 DG9218                          SUPERSEDED SURVEY CONTROL
 DG9218
 DG9218.No superseded survey control is available for this station.
 DG9218
 DG9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7724398600(NAD 83)
 DG9218_MARKER: A = ALUMINUM MARKER
 DG9218_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9218_STAMPING: ELIAS NO. 2
 DG9218_MARK LOGO: FGRAH 
 DG9218_PROJECTION: RECESSED 10 CENTIMETERS
 DG9218_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9218+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9218_ROD/PIPE-DEPTH: 3.66 meters
 DG9218
 DG9218  HISTORY     - Date     Condition        Report By
 DG9218  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9218
 DG9218                          STATION DESCRIPTION
 DG9218
 DG9218'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9218'STATION IS ABOUT 4.0 KM (2.5 MILES) SOUTHEAST OF MCCONNELL AND ABOUT
 DG9218'6.7 KM (4.2 MILES)  NORTHWEST OF CEDARVILLE (AIR LINE), IN SECTION 21,
 DG9218'T 28 N, R 7 E, ON PROPERTY OWNED BY  LARRY KLEVER. THIS STATION IS
 DG9218'10.7M (35 FT) WEST OF THE CENTERLINE OF PAVEMENT OF  DAMASCUS ROAD,
 DG9218'0.4M (1.4 FT) EAST OF AN ORANGE CARSONITE WITNESS SIGN AND 36.5M
 DG9218'(119.7 FT)  NORTHWEST OF A POWER POLE.  MARK IS FLUSH WITH GROUND
 DG9218'LEVEL.
 DG9218' 
 DG9218'TO REACH THE STATION FROM THE POST OFFICE ON MAIN STREET IN MCCONNELL,
 DG9218'GO NORTHEAST  ON MAIN STREET 0.3 KM (0.2 MILES) TO MCCONNELL ROAD,
 DG9218'THEN TURN RIGHT (EASTERLY) ON  MCCONNELL ROAD 1.2 KM (0.7 MILES) TO
 DG9218'DAMASCUS ROAD, THEN TURN RIGHT (SOUTH) ON DAMASCUS  ROAD 3.1 KM (1.9
 DG9218'MILES) TO THE STATION ON THE RIGHT (WEST).
 DG9218' 
 DG9218'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9218'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9218'10.0 CM BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA.
 DG9218'PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET
 DG9218'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0717 ***********************************************************************
 KB0717  DESIGNATION -  ELK
 KB0717  PID         -  KB0717
 KB0717  STATE/COUNTY-  IL/LOGAN
 KB0717  USGS QUAD   -  CORNLAND (1982)
 KB0717
 KB0717                         *CURRENT SURVEY CONTROL
 KB0717  ___________________________________________________________________
 KB0717* NAD 83(1997)-  39 59 51.03613(N)    089 29 37.87453(W)     ADJUSTED  
 KB0717* NAVD 88     -       195.653  (meters)     641.90   (feet)  ADJUSTED  
 KB0717  ___________________________________________________________________
 KB0717  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 KB0717  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KB0717  DYNAMIC HT  -         195.552 (meters)     641.57  (feet)  COMP
 KB0717  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 KB0717
 KB0717  HORZ ORDER  -  SECOND
 KB0717  VERT ORDER  -  SECOND    CLASS 0
 KB0717
 KB0717.The horizontal coordinates were established by classical geodetic methods
 KB0717.and adjusted by the National Geodetic Survey in October 1999..
 KB0717
 KB0717.The orthometric height was determined by differential leveling
 KB0717.and adjusted by the National Geodetic Survey in June 1991..
 KB0717
 KB0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0717
 KB0717.The geoid height was determined by GEOID03.
 KB0717
 KB0717.The dynamic height is computed by dividing the NAVD 88
 KB0717.geopotential number by the normal gravity value computed on the
 KB0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0717.degrees latitude (g = 980.6199 gals.).
 KB0717
 KB0717.The modeled gravity was interpolated from observed gravity values.
 KB0717
 KB0717;                    North         East     Units Scale Factor Converg.
 KB0717;SPC IL W     -   369,928.167   757,453.005   MT  0.99998180   +0 25 56.9
 KB0717;SPC IL W     - 1,213,672.66  2,485,077.07   sFT  0.99998180   +0 25 56.9
 KB0717;UTM  16      - 4,430,459.904   287,105.819   MT  1.00015800   -1 36 12.7
 KB0717
 KB0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0717!SPC IL W     -   0.99997440  x   0.99998180  =   0.99995620
 KB0717!UTM  16      -   0.99997440  x   1.00015800  =   1.00013240
 KB0717
 KB0717:                Primary Azimuth Mark                     Grid Az
 KB0717:SPC IL W     -  ELKHART MUNICIPAL TANK                   021 02 11.5
 KB0717:UTM  16      -  ELKHART MUNICIPAL TANK                   023 04 21.1
 KB0717
 KB0717|---------------------------------------------------------------------|
 KB0717| PID    Reference Object                     Distance      Geod. Az  |
 KB0717|                                                           dddmmss.s |
 KB0717| LC1922 ELKHART MUNICIPAL TANK              APPROX. 2.9 KM 0212808.4 |
 KB0717| KB0716 ELK RM 1                             14.573 METERS 08113     |
 KB0717| KB0718 ELK RM 2                             20.470 METERS 26045     |
 KB0717|---------------------------------------------------------------------|
 KB0717
 KB0717                          SUPERSEDED SURVEY CONTROL
 KB0717
 KB0717  NAD 83(1986)-  39 59 51.04871(N)    089 29 37.86693(W) AD(       ) 2
 KB0717  NAD 27      -  39 59 50.87050(N)    089 29 37.49940(W) AD(       ) 2
 KB0717  NGVD 29 (??/??/92)  195.744  (m)          642.20   (f) ADJ UNCH    2 0
 KB0717
 KB0717.Superseded values are not recommended for survey control.
 KB0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0717.See file dsdata.txt to determine how the superseded data were derived.
 KB0717
 KB0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK8710630460(NAD 83)
 KB0717_MARKER: DE = TRAVERSE STATION DISK
 KB0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0717_STAMPING: ELK 1960
 KB0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0717+STABILITY: SURFACE MOTION
 KB0717
 KB0717  HISTORY     - Date     Condition        Report By
 KB0717  HISTORY     - 1960     MONUMENTED       CGS
 KB0717  HISTORY     - 1960     GOOD             CGS
 KB0717  HISTORY     - 1972     GOOD             ILDT
 KB0717
 KB0717                          STATION DESCRIPTION
 KB0717
 KB0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB0717'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF WILLIAMSVILLE,
 KB0717'ABOUT 2.0 MILES SOUTH OF ELKHART, ABOUT 0.6 MILE SOUTHEAST OF
 KB0717'U.S. HIGHWAY 66 AND ON LAND OWNED BY DR. H. T. MORRISON AND FARMED BY
 KB0717'MR. BENNER.
 KB0717'
 KB0717'TO REACH FROM THE POST OFFICE IN ELKHART, GO SOUTHEAST ON MAIN STREET
 KB0717'FOR 0.1 MILE TO CROSSROAD, TURN RIGHT GO SOUTHWEST AND
 KB0717'SOUTH FOR 1.05 MILE TO CROSSROAD, CONTINUE SOUTH FOR 0.5 MILE TO SIDE
 KB0717'ROAD RIGHT, TURN RIGHT GO WEST FOR 0.45 MILE TO A MACHINE SHED,
 KB0717'TURN LEFT AND GO AROUND WEST SIDE OF SHED FOR 100 FEET TO CATTLE
 KB0717'GUARD, PASS THROUGH GUARD AND GO WEST FOR 0.15 MILE TO STATION ON
 KB0717'RIGHT AS DESCRIBED.
 KB0717'
 KB0717'STATION MARK, A STANDARD TRAVERSE DISK STAMPED ELK 1960, IS SET IN
 KB0717'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 KB0717'WITH THE SURFACE OF THE GROUND. THE MARK IS 132 FEET WEST-NORTHWEST
 KB0717'OF A POWER POLE, 65 FEET W. S. W.  OF A 2 FEET IN
 KB0717'DIAMETER TREE AND 21 FEET NORTH OF THE CENTER OF A GRAVELED FIELD
 KB0717'ROAD.
 KB0717'
 KB0717'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED ELK NO 1 1960, IS
 KB0717'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 KB0717'WITH THE SURFACE OF THE GROUND. THE MARK IS 88 FEET WEST-NORTHWEST OF
 KB0717'A POWER POLE, 22 FEET NORTH OF THE CENTER OF A GRAVELED FIELD
 KB0717'ROAD AND 18 FEET WEST-SOUTHWEST OF A 2 FEET IN DIAMETER TREE.
 KB0717'
 KB0717'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED ELK NO 2 1960, IS
 KB0717'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 KB0717'WITH THE SURFACE OF THE GROUND. THE MARK IS 131.5 FEET WEST-SOUTHWEST
 KB0717'OF A 2 FEET IN DIAMETER TREE, 108.5 FEET EAST OF A POWER POLE
 KB0717'AND 22 FEET NORTH OF THE CENTER OF A GRAVELED FIELD ROAD.
 KB0717'
 KB0717'NOTE - ELKHART, MUNICIPAL WATER TANK MAY BE USED AS AZIMUTH.
 KB0717
 KB0717                          STATION RECOVERY (1960)
 KB0717
 KB0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB0717'3.2 MI S FROM ELKHART.
 KB0717'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 KB0717'WITH THE MT. PULASKI ROAD IN ELKHART, THENCE 0.8 MILES EAST ALONG
 KB0717'A GRAVEL ROAD, THENCE 0.55 MILES SOUTH ALONG AN ASPHALT ROAD,
 KB0717'THENCE 0.45 MILES WEST ALONG A PRIVATE DRIVE TO A MACHINE SHED,
 KB0717'THENCE CONTINUE 0.15 MILES WEST ON THE PRIVATE DRIVE TO THE TOP
 KB0717'OF THE HILL, 22 FEET NORTH OF PRIVATE DRIVE, 132 FEET
 KB0717'WEST-NORTHWEST OF THE THIRD POWER POLE WEST OF A HOUSE ALSO THE
 KB0717'FOURTH POLE EAST OF A HOUSE, 137 FEET WEST-SOUTHWEST OF A LONE
 KB0717'30 INCH ELM TREE, 189 FEET WEST OF THE NORTH END OF A CONCRETE
 KB0717'PIPE CULVERT, ABOUT LEVEL WITH THE GRAVEL DRIVE, AND SET IN THE
 KB0717'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 KB0717
 KB0717                          STATION RECOVERY (1972)
 KB0717
 KB0717'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 KB0717'ELK 1960 RECOVERED GOOD.
 KB0717'
 KB0717'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0545 ***********************************************************************
 NG0545  DESIGNATION -  ELK
 NG0545  PID         -  NG0545
 NG0545  STATE/COUNTY-  IL/COOK
 NG0545  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0545
 NG0545                         *CURRENT SURVEY CONTROL
 NG0545  ___________________________________________________________________
 NG0545* NAD 83(1997)-  42 01 24.47860(N)    087 57 36.94517(W)     ADJUSTED  
 NG0545* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 NG0545  ___________________________________________________________________
 NG0545  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 NG0545  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NG0545
 NG0545  HORZ ORDER  -  SECOND
 NG0545
 NG0545.The horizontal coordinates were established by classical geodetic methods
 NG0545.and adjusted by the National Geodetic Survey in October 1999..
 NG0545
 NG0545.The orthometric height was scaled from a topographic map.
 NG0545
 NG0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0545
 NG0545.The geoid height was determined by GEOID03.
 NG0545
 NG0545;                    North         East     Units Scale Factor Converg.
 NG0545;SPC IL E     -   594,776.365   330,897.091   MT  0.99998674   +0 14 59.1
 NG0545;SPC IL E     - 1,951,362.12  1,085,618.21   sFT  0.99998674   +0 14 59.1
 NG0545;UTM  16      - 4,652,827.651   420,502.172   MT  0.99967776   -0 38 34.3
 NG0545
 NG0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0545!SPC IL E     -   0.99997282  x   0.99998674  =   0.99995956
 NG0545!UTM  16      -   0.99997282  x   0.99967776  =   0.99965059
 NG0545
 NG0545|---------------------------------------------------------------------|
 NG0545| PID    Reference Object                     Distance      Geod. Az  |
 NG0545|                                                           dddmmss.s |
 NG0545| CI8598 ELK RM 1                             25.520 METERS 00929     |
 NG0545| NG0546 ELK 2                                40.087 METERS 01052     |
 NG0545| CI8602 ELK 2 RM 5                           41.084 METERS 02158     |
 NG0545| CI8601 ELK RM 4                             17.463 METERS 12758     |
 NG0545| NG0561 ELK 1956 AZ MK                      APPROX. 0.7 KM 1735955.0 |
 NG0545| MF1286 ITASCA RADIO STATION WBBM MAST      APPROX. 6.7 KM 2364714.0 |
 NG0545| NH1071 RADIO STATION WGN MAST              APPROX. 6.3 KM 2581444.7 |
 NG0545| CI8600 ELK RM 3                              8.248 METERS 25903     |
 NG0545| CI8599 ELK RM 2                             17.912 METERS 28325     |
 NG0545|---------------------------------------------------------------------|
 NG0545
 NG0545                          SUPERSEDED SURVEY CONTROL
 NG0545
 NG0545  NAD 83(1997)-  42 01 24.47869(N)    087 57 36.94574(W) AD(       ) 2
 NG0545  NAD 83(1997)-  42 01 24.47909(N)    087 57 36.95987(W) AD(       ) 2
 NG0545  NAD 83(1986)-  42 01 24.48080(N)    087 57 36.95975(W) AD(       ) 2
 NG0545  NAD 27      -  42 01 24.37579(N)    087 57 36.71418(W) AD(       ) 2
 NG0545
 NG0545.Superseded values are not recommended for survey control.
 NG0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0545.See file dsdata.txt to determine how the superseded data were derived.
 NG0545
 NG0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2050252828(NAD 83)
 NG0545_MARKER: DS = TRIANGULATION STATION DISK
 NG0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0545
 NG0545  HISTORY     - Date     Condition        Report By
 NG0545  HISTORY     - 1956     MONUMENTED       CGS
 NG0545  HISTORY     - 1966     GOOD             ILHD
 NG0545  HISTORY     - 1966     GOOD             CGS
 NG0545  HISTORY     - 1969     GOOD             CGS
 NG0545  HISTORY     - 1971     GOOD             NGS
 NG0545  HISTORY     - 1972     GOOD             NGS
 NG0545
 NG0545                          STATION DESCRIPTION
 NG0545
 NG0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NG0545'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF DES PLAINES, 1-1/2
 NG0545'MILES NORTHWEST OF ELK GROVE,
 NG0545'0.1 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 72 AND 83 AND
 NG0545'AT THE INTERSECTION OF STATE
 NG0545'HIGHWAY 72 AND BENSONVILLE ROAD AND IS ON HIGHWAY RIGHT-OF-WAY.
 NG0545'IT IS 113 FEET SOUTH OF THE CENTER OF HIGHWAY
 NG0545'72, 96 FEET SOUTHWEST OF THE
 NG0545'INTERSECTION OF HIGHWAY 72 AND BENSONVILLE ROAD, 86 FEET WEST OF
 NG0545'THE CENTER OF BENSONVILLE ROAD, 48 FEET
 NG0545'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL PREFABRICATED BUILDING,
 NG0545'17 FEET WEST OF A 24 INCH MAPLE
 NG0545'TREE AND 5 FEET WEST OF A WHITE WITNESS POST.  THE
 NG0545'MARK IS FLUSH AND THE DISK IS STAMPED ELK 1956.
 NG0545'
 NG0545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 83
 NG0545'ABOUT 3-1/2 MILES WEST OF
 NG0545'DES PLAINES, GO NORTHWEST ON STATE HIGHWAY 72 FOR 0.1 MILE TO THE
 NG0545'INTERSECTION WITH BENSONVILLE ROAD AND
 NG0545'THE STATION IN THE SOUTHWEST ANGLE.
 NG0545'
 NG0545'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON BENSONVILLE
 NG0545'ROAD FOR 0.1 MILE TO THE
 NG0545'INTERSECTION OF HIGHWAY 83 AND OAKTON STREET.  CONTINUE SOUTH ON
 NG0545'HIGHWAY 83 FOR 0.3 MILE TO THE
 NG0545'AZIMUTH MARK ON THE LEFT.
 NG0545'
 NG0545'REFERENCE MARK 1 IS 67 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 NG0545'SMALL BUILDING AND 29 FEET SOUTH
 NG0545'OF THE CENTER OF HIGHWAY 72.  THE MARK IS FLUSH AND THE DISK IS
 NG0545'STAMPED ELK NO 1 1956.
 NG0545'
 NG0545'REFERENCE MARK 2 IS 33 FEET NORTHEAST OF A 24 INCH MAPLE TREE AND 19
 NG0545'FEET SOUTH OF THE SOUTHWEST
 NG0545'CORNER OF THE SMALL BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 NG0545'STAMPED ELK NO 2 1956.
 NG0545'
 NG0545'THE AZIMUTH MARK IS 70 FEET EAST OF THE CENTER OF HIGHWAY 83 AND 2
 NG0545'FEET WEST OF A POWER LINE
 NG0545'POLE AND A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 NG0545'DISK IS STAMPED ELK 1956.
 NG0545'
 NG0545'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NG0545
 NG0545                          STATION RECOVERY (1966)
 NG0545
 NG0545'RECOVERY NOTE BY IL HIGHWAY DEPT 1966 (WNM)
 NG0545'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 NG0545'
 NG0545'RM 1 WAS FOUND IN GOOD CONDITION.  RM 2 WAS DESTROYED.  NO TRACE
 NG0545'WAS FOUND.
 NG0545'
 NG0545'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 NG0545'
 NG0545'REVISED DESCRIPTION- STATION MARK IS BURIED 4 INCHES UNDER GROUND.
 NG0545'STATEMENT 48 FEET
 NG0545'SE OF THE SE CORNER OF A SMALL PREFABRICATED BUILDING
 NG0545'SHOULD BE DELETED.  BUILDING IS
 NG0545'GONE.  ALSO, WITNESS POST HAS BEEN DESTROYED.
 NG0545'ADDITIONAL TIE IS- 4.6 FEET SOUTH OF A POWER POLE
 NG0545'GUY POLE.
 NG0545'
 NG0545'RM 1- STATEMENT 67 FEET NE OF THE NE CORNER OF THE SMALL BUILDING
 NG0545'SHOULD BE DELETED.
 NG0545'BUILDING IS GONE.  ADDITIONAL TIES- RM 1 IS 78.5 FT.
 NG0545'NORTH OF GUY POLE, RM 1 IS 81.5 FT.
 NG0545'NORTH OF 24 IN. MAPLE AND 20.7 FT.
 NG0545'WEST OF A LIGHT STANDARD.
 NG0545'
 NG0545'AZIMUTH MARK WHITE WITNESS POST HAS BEEN DESTROYED.
 NG0545
 NG0545                          STATION RECOVERY (1966)
 NG0545
 NG0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NG0545'THE STATION, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 NG0545'AND FOUND IN GOOD
 NG0545'CONDITION AT THIS TIME.  REFERENCE MARK 2 WAS SEARCHED
 NG0545'FOR BUT WAS NOT FOUND AT THIS TIME
 NG0545'AND SHOULD BE CONSIDERED AS LOST.  A
 NG0545'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 NG0545'DISTANCE AND DIRECTION
 NG0545'TO REFERENCE MARK 1 CHECKED.  THE DESCRIPTION TO THE STATION, AZIMUTH
 NG0545'MARK AND REFERENCE
 NG0545'MARK 1 IS GOOD EXCEPT THE BUILDING IS NOW GONE AND
 NG0545'A METAL WITNESS POST WAS SET 2 FEET
 NG0545'NORTHEAST OF THE STATION MARK, AND
 NG0545'ANOTHER POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 NG0545'THE TO REACH FOR THE
 NG0545'STATION IS GOOD.  BELOW IS A DESCRIPTION TO REFERENCE MARK 3.
 NG0545'
 NG0545'REFERENCE MARK 3 IS 43 FEET WEST OF A 24 INCH MAPLE TREE, 30 FEET
 NG0545'SOUTHWEST OF A
 NG0545'POWER POLE AND 28.7 FEET WEST SOUTHWEST OF THE WITNESS
 NG0545'POST.  THE MONUMENT IS FLUSH WITH
 NG0545'THE SURFACE AND THE DISK IS STAMPED
 NG0545'ELK 1956 NO 3 1966.
 NG0545'
 NG0545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1-1/2 MILES
 NG0545'NW OF ELK GROVE.
 NG0545'
 NG0545'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 NG0545
 NG0545                          STATION RECOVERY (1969)
 NG0545
 NG0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (ARS)
 NG0545'ALL MARKS RECOVERED IN GOOD CONDITION.
 NG0545'
 NG0545'DESCRIPTION NEEDS REVISION- BENSENVILLE ROAD NOW CALLED ELMHURST
 NG0545'ROAD.  THE SMALL
 NG0545'PRE-FAB BUILDING IS GONE.
 NG0545'
 NG0545'MARK IS- 17 FT. W OF 24 INCH MAPLE (SAME AS PREVIOUS),
 NG0545'5 FT. S OF POWER
 NG0545'BRACE POLE,
 NG0545'85 FT. E OF 36 INCH TREE IN FIELD,
 NG0545'64 FT. N OF N CORNER OF BILLBOARD
 NG0545'
 NG0545'HORIZONTAL DISTANCE FROM STATION TO AZIMUTH MARK IS 2214.10 FT.
 NG0545'(DOUBLE MEASURED
 NG0545'GEODIMETER SPUR)
 NG0545
 NG0545                          STATION RECOVERY (1971)
 NG0545
 NG0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NG0545'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 NG0545'REFERENCE MARK 3
 NG0545'FOUND HIT AND LEANING SLIGHTLY TO THE SOUTHWEST BUT
 NG0545'SOLID AND LEFT INTACT.  REFERENCE
 NG0545'MARK 1 WAS NOT FOUND AND ASSUMED TO
 NG0545'HAVE BEEN DESTROYED SINCE THERE IS CONSTRUCTION IN
 NG0545'THE AREA.  DIRECTION
 NG0545'TO THE MAST CHECKED.  DISTANCE AND DIRECTION TO REFERENCE MARK 3
 NG0545'FAILED TO CHECK AND
 NG0545'THIS IS DUE TO THE MARK BEING DISTURBED.  REFERENCE MARK
 NG0545'4 WAS SET.  THE STATION MARK IS
 NG0545'SURROUNDED BY METAL POST AND A WOODEN
 NG0545'BARRICADE TO PROTECT IT FROM DAMAGE DURING
 NG0545'CONSTRUCTION.  A NEW DESCRIPTION
 NG0545'FOLLOWS-
 NG0545'
 NG0545'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF DES PLAINES, 0.1
 NG0545'MILE NORTH OF THE
 NG0545'JUNCTION OF STATE HIGHWAYS 72 AND 83, 24 FEET SOUTHWEST
 NG0545'OF A POWER LINE GUY POLE, 17 FEET
 NG0545'WEST OF A 24 INCH MAPLE TREE, 46
 NG0545'FEET WEST OF THE WEST CURB OF HIGHWAY 83, 1 FOOT
 NG0545'SOUTHWEST OF A METAL
 NG0545'WITNESS POST, 1 FOOT NORTHWEST OF WITNESS POST AND 1 FOOT SOUTHEAST
 NG0545'OF A WITNESS POST.
 NG0545'THE MONUMENT IS 6 INCHES UNDERGROUND AND THE DISK IS
 NG0545'STAMPED ELK 1956.
 NG0545'
 NG0545'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 83
 NG0545'FOR 0.4 MILE TO
 NG0545'THE MARK ON THE LEFT.
 NG0545'
 NG0545'REFERENCE MARK 3 IS 1 FOOT NORTH OF A METAL WITNESS POST AND 34
 NG0545'FEET WEST OF THE
 NG0545'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NG0545'ELK 1956 NO 3 1966.
 NG0545'
 NG0545'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 NG0545'TOP OF THE WEST
 NG0545'CONCRETE CURB OF THE HIGHWAY, 5 FEET NORTHWEST OF A
 NG0545'STORM DRAIN AND 44 FEET SOUTHEAST
 NG0545'OF THE MAPLE TREE.  THE DISK IS STAMPED
 NG0545'ELK 1956 NO 4 1971.
 NG0545'
 NG0545'THE AZIMUTH MARK IS 2 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF
 NG0545'A METAL WITNESS
 NG0545'POST AND 70 FEET EAST OF THE CENTERLINE OF THE NORTH
 NG0545'BOUND LANE OF THE HIGHWAY.  THE
 NG0545'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NG0545'ELK 1956.
 NG0545'
 NG0545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1-1/2 MILES
 NG0545'NORTHWEST OF ELK GROVE.
 NG0545'
 NG0545'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 NG0545
 NG0545                          STATION RECOVERY (1972)
 NG0545
 NG0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NG0545'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 NG0545'REFERENCE MARK 3
 NG0545'WAS FOUND TO BE SLIGHTLY DISTURBED BUT THE DISTANCE
 NG0545'AND DIRECTION TO IT CHECKED.
 NG0545'REFERENCE MARK 4 WAS FOUND WITH THE DISK
 NG0545'SHEARED OFF.  REFERENCE MARK 3 WAS IN THE WAY OF
 NG0545'GRADING AND WAS DESTROYED.
 NG0545'THE STATION MARK IS SUBJECT TO BE DESTROYED BY GRADING BUT THERE
 NG0545'IS A POSSIBILITY
 NG0545'THAT IT MAY SURVIVE SINCE IT IS UNDERGROUND AND WAS
 NG0545'LEFT INTACT.  A NEW STATION ELK 2
 NG0545'1972 WAS ESTABLISHED.  THE AZIMUTH MARK
 NG0545'WAS LEFT INTACT AND USED AT THE NEW STATION.
 NG0545'
 NG0545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1-1/2 MILES
 NG0545'NORTHWEST OF ELK GROVE
 NG0545'
 NG0545'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0546 ***********************************************************************
 NG0546  DESIGNATION -  ELK 2
 NG0546  PID         -  NG0546
 NG0546  STATE/COUNTY-  IL/COOK
 NG0546  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0546
 NG0546                         *CURRENT SURVEY CONTROL
 NG0546  ___________________________________________________________________
 NG0546* NAD 83(1997)-  42 01 25.75457(N)    087 57 36.61672(W)     ADJUSTED  
 NG0546* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 NG0546  ___________________________________________________________________
 NG0546  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 NG0546  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NG0546
 NG0546  HORZ ORDER  -  THIRD
 NG0546
 NG0546.The horizontal coordinates were established by classical geodetic methods
 NG0546.and adjusted by the National Geodetic Survey in October 1999..
 NG0546.No horizontal observational check was made to the station.
 NG0546
 NG0546.The orthometric height was scaled from a topographic map.
 NG0546
 NG0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0546
 NG0546.The geoid height was determined by GEOID03.
 NG0546
 NG0546;                    North         East     Units Scale Factor Converg.
 NG0546;SPC IL E     -   594,815.766   330,904.475   MT  0.99998675   +0 14 59.3
 NG0546;SPC IL E     - 1,951,491.39  1,085,642.43   sFT  0.99998675   +0 14 59.3
 NG0546;UTM  16      - 4,652,866.920   420,510.167   MT  0.99967775   -0 38 34.1
 NG0546
 NG0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0546!SPC IL E     -   0.99997282  x   0.99998675  =   0.99995957
 NG0546!UTM  16      -   0.99997282  x   0.99967775  =   0.99965058
 NG0546
 NG0546|---------------------------------------------------------------------|
 NG0546| PID    Reference Object                     Distance      Geod. Az  |
 NG0546|                                                           dddmmss.s |
 NG0546| CI8602 ELK 2 RM 5                            7.917 METERS 09915     |
 NG0546| NG0561 ELK 1956 AZ MK                      APPROX. 0.7 KM 1745555.9 |
 NG0546| CI8603 ELK 2 RM 6                            8.191 METERS 18157     |
 NG0546| NG0545 ELK                                  40.087 METERS 19052     |
 NG0546|---------------------------------------------------------------------|
 NG0546
 NG0546                          SUPERSEDED SURVEY CONTROL
 NG0546
 NG0546  NAD 83(1997)-  42 01 25.75466(N)    087 57 36.61729(W) AD(       ) 3
 NG0546  NAD 83(1997)-  42 01 25.75506(N)    087 57 36.63142(W) AD(       ) 3
 NG0546  NAD 83(1986)-  42 01 25.75676(N)    087 57 36.63130(W) AD(       ) 3
 NG0546  NAD 27      -  42 01 25.65178(N)    087 57 36.38572(W) AD(       ) 3
 NG0546
 NG0546.Superseded values are not recommended for survey control.
 NG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0546.See file dsdata.txt to determine how the superseded data were derived.
 NG0546
 NG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2051052867(NAD 83)
 NG0546_MARKER: DS = TRIANGULATION STATION DISK
 NG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0546_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NG0546
 NG0546  HISTORY     - Date     Condition        Report By
 NG0546  HISTORY     - 1972     MONUMENTED       NGS
 NG0546
 NG0546                          STATION DESCRIPTION
 NG0546
 NG0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NG0546'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF DES PLAINS, 0.1 MILE
 NG0546'NORTH OF THE
 NG0546'JUNCTION OF STATE HIGHWAYS 72 AND 83, ON ROAD RIGHT-OF-WAY,
 NG0546'1 FOOT EAST OF A METAL WITNESS
 NG0546'POST, 50 FEET WEST OF THE CENTERLINE
 NG0546'OF THE SOUTH BOUND LANE OF HIGHWAY 83, 13 FEET
 NG0546'SOUTHWEST OF THE
 NG0546'EAST END OF A METAL GUARD RAIL, 36 FEET SOUTH OF A POWER POLE, 5
 NG0546'FEET SOUTH OF THE
 NG0546'GUARD RAIL AND 20 FEET NORTHWEST OF THE CENTER OF A METAL
 NG0546'GRATED CONCRETE HEADWALL.  THE
 NG0546'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NG0546'ELK 2 1972.
 NG0546'
 NG0546'REFERENCE MARK 5 IS A STANDARD DISK STAMPED ELK 2 NO 5 1972, SET
 NG0546'IN A DRILL HOLE IN
 NG0546'THE TOP OF THE WEST CONCRETE CURB OF THE HIGHWAY,
 NG0546'24 FEET WEST OF THE CENTERLINE OF THE
 NG0546'SOUTH BOUND LANE OF THE HIGHWAY
 NG0546'AND 20 FEET NORTHEAST OF THE CENTER OF THE HEADWALL.
 NG0546'
 NG0546'REFERENCE MARK 6 IS A STANDARD DISK STAMPED ELK 2 NO 6 1972, SET
 NG0546'IN A DRILL HOLE IN
 NG0546'THE TOP OF THE SOUTH CONCRETE RETAINING WALL OF THE
 NG0546'HEADWALL, 13 FEET SOUTHWEST OF THE
 NG0546'CENTER OF THE HEADWALL, 19 FEET
 NG0546'NORTHEAST OF AN UNDERGROUND PIPE WARNING SIGN AND 51
 NG0546'FEET WEST OF THE
 NG0546'CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY.
 NG0546'
 NG0546'THE AZIMUTH MARK IS 0.4 MILE SOUTH ALONG HIGHWAY 83 FROM THE
 NG0546'STATION, 2 FEET
 NG0546'WEST OF A POWER POLE, 1 FOOT NORTH OF A METAL WITNESS
 NG0546'POST AND 70 FEET EAST OF THE
 NG0546'CENTERLINE OF THE NORTH BOUND LANE OF THE
 NG0546'HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 NG0546'STAMPED ELK 1956.
 NG0546'
 NG0546'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0716 ***********************************************************************
 KB0716  DESIGNATION -  ELK RM 1
 KB0716  PID         -  KB0716
 KB0716  STATE/COUNTY-  IL/LOGAN
 KB0716  USGS QUAD   -  CORNLAND (1982)
 KB0716
 KB0716                         *CURRENT SURVEY CONTROL
 KB0716  ___________________________________________________________________
 KB0716* NAD 83(1986)-  39 59 50.     (N)    089 29 37.     (W)     SCALED    
 KB0716* NAVD 88     -       195.108  (meters)     640.12   (feet)  ADJUSTED  
 KB0716  ___________________________________________________________________
 KB0716  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KB0716  DYNAMIC HT  -         195.007 (meters)     639.79  (feet)  COMP
 KB0716  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 KB0716
 KB0716  VERT ORDER  -  SECOND    CLASS 0
 KB0716
 KB0716.The horizontal coordinates were scaled from a topographic map and have
 KB0716.an estimated accuracy of +/- 6 seconds.
 KB0716
 KB0716.The orthometric height was determined by differential leveling
 KB0716.and adjusted by the National Geodetic Survey in June 1991..
 KB0716
 KB0716.The geoid height was determined by GEOID03.
 KB0716
 KB0716.The dynamic height is computed by dividing the NAVD 88
 KB0716.geopotential number by the normal gravity value computed on the
 KB0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0716.degrees latitude (g = 980.6199 gals.).
 KB0716
 KB0716.The modeled gravity was interpolated from observed gravity values.
 KB0716
 KB0716;                    North         East    Units  Estimated Accuracy
 KB0716;SPC IL W     -   369,900.      757,470.      MT  (+/- 180 meters Scaled)
 KB0716
 KB0716                          SUPERSEDED SURVEY CONTROL
 KB0716
 KB0716  NGVD 29 (??/??/92)  195.199  (m)          640.42   (f) ADJ UNCH    2 0
 KB0716
 KB0716.Superseded values are not recommended for survey control.
 KB0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0716.See file dsdata.txt to determine how the superseded data were derived.
 KB0716
 KB0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK871304(NAD 83)
 KB0716_MARKER: DR = REFERENCE MARK DISK
 KB0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0716_STAMPING: ELK NO 1 1960
 KB0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0716+STABILITY: SURFACE MOTION
 KB0716
 KB0716  HISTORY     - Date     Condition        Report By
 KB0716  HISTORY     - 1960     MONUMENTED       CGS
 KB0716
 KB0716                          STATION DESCRIPTION
 KB0716
 KB0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0716'3.2 MI S FROM ELKHART.
 KB0716'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 KB0716'WITH THE MT. PULASKI ROAD IN ELKHART, THENCE 0.8 MILES EAST ALONG
 KB0716'A GRAVEL ROAD, THENCE 0.55 MILES SOUTH ALONG AN ASPHALT ROAD,
 KB0716'THENCE 0.45 MILES WEST ALONG A PRIVATE DRIVE TO A MACHINE SHED,
 KB0716'THENCE CONTINUE 0.15 MILES WEST ON THE PRIVATE DRIVE TO THE TOP
 KB0716'OF THE HILL, 22.5 FEET NORTH OF THE PRIVATE DRIVE, 92 FEET
 KB0716'WEST-SOUTHWEST OF A LONE THIRTY INCH ELM TREE, 88 FEET
 KB0716'WEST-NORTHWEST OF THE THIRD POWER POLE WEST OF A HOUSE ALSO THE
 KB0716'FOURTH POLE EAST OF A HOUSE, 47.8 FEET EAST OF TRAVERSE STATION
 KB0716'ELK, 142 FEET WEST OF THE NORTH END OF A CONCRETE PIPE CULVERT,
 KB0716'ABOUT LEVEL WITH THE PRIVATE DRIVE, AND SET IN THE TOP OF A
 KB0716'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0718 ***********************************************************************
 KB0718  DESIGNATION -  ELK RM 2
 KB0718  PID         -  KB0718
 KB0718  STATE/COUNTY-  IL/LOGAN
 KB0718  USGS QUAD   -  CORNLAND (1982)
 KB0718
 KB0718                         *CURRENT SURVEY CONTROL
 KB0718  ___________________________________________________________________
 KB0718* NAD 83(1986)-  39 59 50.     (N)    089 29 37.     (W)     SCALED    
 KB0718* NAVD 88     -       196.074  (meters)     643.29   (feet)  ADJUSTED  
 KB0718  ___________________________________________________________________
 KB0718  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KB0718  DYNAMIC HT  -         195.973 (meters)     642.95  (feet)  COMP
 KB0718  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 KB0718
 KB0718  VERT ORDER  -  SECOND    CLASS 0
 KB0718
 KB0718.The horizontal coordinates were scaled from a topographic map and have
 KB0718.an estimated accuracy of +/- 6 seconds.
 KB0718
 KB0718.The orthometric height was determined by differential leveling
 KB0718.and adjusted by the National Geodetic Survey in June 1991..
 KB0718
 KB0718.The geoid height was determined by GEOID03.
 KB0718
 KB0718.The dynamic height is computed by dividing the NAVD 88
 KB0718.geopotential number by the normal gravity value computed on the
 KB0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0718.degrees latitude (g = 980.6199 gals.).
 KB0718
 KB0718.The modeled gravity was interpolated from observed gravity values.
 KB0718
 KB0718;                    North         East    Units  Estimated Accuracy
 KB0718;SPC IL W     -   369,900.      757,470.      MT  (+/- 180 meters Scaled)
 KB0718
 KB0718                          SUPERSEDED SURVEY CONTROL
 KB0718
 KB0718  NGVD 29 (??/??/92)  196.165  (m)          643.58   (f) ADJ UNCH    2 0
 KB0718
 KB0718.Superseded values are not recommended for survey control.
 KB0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0718.See file dsdata.txt to determine how the superseded data were derived.
 KB0718
 KB0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK871304(NAD 83)
 KB0718_MARKER: DR = REFERENCE MARK DISK
 KB0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0718_STAMPING: ELK NO 2 1960
 KB0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0718+STABILITY: SURFACE MOTION
 KB0718
 KB0718  HISTORY     - Date     Condition        Report By
 KB0718  HISTORY     - 1960     MONUMENTED       CGS
 KB0718
 KB0718                          STATION DESCRIPTION
 KB0718
 KB0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0718'3.2 MI S FROM ELKHART.
 KB0718'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 KB0718'WITH THE MT. PULASKI ROAD IN ELKHART, THENCE 0.8 MILES EAST ALONG
 KB0718'A GRAVEL ROAD, THENCE 0.55 MILES SOUTH ALONG AN ASPHALT ROAD,
 KB0718'THENCE 0.45 MILES WEST ALONG A PRIVATE DRIVE TO A MACHINE SHED,
 KB0718'THENCE CONTINUE 0.15 MILES WEST ON THE PRIVATE DRIVE TO THE TOP
 KB0718'OF THE HILL, 21.5 FEET NORTH OF A PRIVATE DRIVE, 203 FEET
 KB0718'WEST-SOUTHWEST OF A LONE 30 INCH ELM TREE, 197 FEET
 KB0718'WEST-NORTHWEST OF THE THIRD POWER POLE WEST OF A HOUSE WHICH IS
 KB0718'ALSO THE FOURTH POLE EAST OF A HOUSE, 67.2 FEET WEST OF TRAVERSE
 KB0718'STATION ELK, 257 FEET WEST OF THE NORTH END OF A CONCRETE PIPE
 KB0718'CULVERT, ABOUT LEVEL WITH THE PRIVATE DRIVE, AND SET IN THE TOP
 KB0718'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1141 ***********************************************************************
 LC1141  DESIGNATION -  ELKHART
 LC1141  PID         -  LC1141
 LC1141  STATE/COUNTY-  IL/LOGAN
 LC1141  USGS QUAD   -  BROADWELL (1980)
 LC1141
 LC1141                         *CURRENT SURVEY CONTROL
 LC1141  ___________________________________________________________________
 LC1141* NAD 83(1997)-  40 02 05.56621(N)    089 28 15.65558(W)     ADJUSTED  
 LC1141* NAVD 88     -       177.895  (meters)     583.64   (feet)  ADJUSTED  
 LC1141  ___________________________________________________________________
 LC1141  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LC1141  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1141  DYNAMIC HT  -         177.803 (meters)     583.34  (feet)  COMP
 LC1141  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 LC1141
 LC1141  HORZ ORDER  -  SECOND
 LC1141  VERT ORDER  -  SECOND    CLASS 0
 LC1141
 LC1141.The horizontal coordinates were established by classical geodetic methods
 LC1141.and adjusted by the National Geodetic Survey in October 1999..
 LC1141
 LC1141.The orthometric height was determined by differential leveling
 LC1141.and adjusted by the National Geodetic Survey in June 1991..
 LC1141
 LC1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1141
 LC1141.The geoid height was determined by GEOID03.
 LC1141
 LC1141.The dynamic height is computed by dividing the NAVD 88
 LC1141.geopotential number by the normal gravity value computed on the
 LC1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1141.degrees latitude (g = 980.6199 gals.).
 LC1141
 LC1141.The modeled gravity was interpolated from observed gravity values.
 LC1141
 LC1141;                    North         East     Units Scale Factor Converg.
 LC1141;SPC IL W     -   374,092.264   759,370.868   MT  0.99998455   +0 26 51.0
 LC1141;SPC IL W     - 1,227,334.37  2,491,369.26   sFT  0.99998455   +0 26 51.0
 LC1141;UTM  16      - 4,434,553.901   289,170.817   MT  1.00014722   -1 35 24.3
 LC1141
 LC1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1141!SPC IL W     -   0.99997719  x   0.99998455  =   0.99996174
 LC1141!UTM  16      -   0.99997719  x   1.00014722  =   1.00012441
 LC1141
 LC1141|---------------------------------------------------------------------|
 LC1141| PID    Reference Object                     Distance      Geod. Az  |
 LC1141|                                                           dddmmss.s |
 LC1141| LC1140 ELKHART RM 2                         11.677 METERS 02057     |
 LC1141| LC1922 ELKHART MUNICIPAL TANK              APPROX. 1.7 KM 2113426.7 |
 LC1141| LC1142 ELKHART RM 1                         12.785 METERS 21439     |
 LC1141|---------------------------------------------------------------------|
 LC1141
 LC1141                          SUPERSEDED SURVEY CONTROL
 LC1141
 LC1141  NAD 83(1986)-  40 02 05.57859(N)    089 28 15.64840(W) AD(       ) 2
 LC1141  NAD 27      -  40 02 05.40520(N)    089 28 15.28280(W) AD(       ) 2
 LC1141  NGVD 29 (??/??/92)  177.985  (m)          583.94   (f) ADJ UNCH    2 0
 LC1141
 LC1141.Superseded values are not recommended for survey control.
 LC1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1141.See file dsdata.txt to determine how the superseded data were derived.
 LC1141
 LC1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK8917134554(NAD 83)
 LC1141_MARKER: DE = TRAVERSE STATION DISK
 LC1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1141_STAMPING: ELKHART 1960
 LC1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1141+STABILITY: SURFACE MOTION
 LC1141
 LC1141  HISTORY     - Date     Condition        Report By
 LC1141  HISTORY     - 1960     MONUMENTED       CGS
 LC1141  HISTORY     - 1960     GOOD             CGS
 LC1141
 LC1141                          STATION DESCRIPTION
 LC1141
 LC1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1141'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF ELKHART,
 LC1141'3 MILES SOUTHWEST OF BROADWELL AND BETWEEN U.S. HIGHWAY 66
 LC1141'AND ILLINOIS CENTRAL RAILROAD TRACKS.
 LC1141'
 LC1141'TO REACH FROM THE POST OFFICE IN ELKHART, GO WEST ON MAIN
 LC1141'STREET FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 66,
 LC1141'TURN RIGHT ON U.S. HIGHWAY 66 AND GO NORTHEAST FOR 1.2 MILES
 LC1141'TO A TRACK ROAD AND THE STATION.
 LC1141'
 LC1141'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF
 LC1141'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 LC1141'THE SURFACE OF THE GROUND AND IS STAMPED ELKHART 1960.  THE
 LC1141'MARK IS 70.5 FEET EAST-SOUTHEAST OF THE CENTER OF THE NORTH
 LC1141'BOUND LANE OF U.S. HIGHWAY 66, 44 FEET NORTH-NORTHEAST OF
 LC1141'A TELEPHONE POLE, 26.5 FEET WEST-SOUTHWEST OF THE WEST RAIL
 LC1141'OF RAILROAD TRACKS, 19 FEET SOUTH-SOUTHWEST OF THE CENTER
 LC1141'OF A TRACK ROAD AND 11.1 FEET SOUTH-SOUTHWEST OF A WITNESS
 LC1141'POST.
 LC1141'
 LC1141'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 LC1141'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LC1141'THE SURFACE OF THE GROUND AND IS STAMPED ELKHART NO 1 1960.
 LC1141'THE MARK IS 70 FEET EAST OF THE CENTER OF THE NORTH BOUND
 LC1141'LANE OF U.S. HIGHWAY 66, 53 FEET SOUTH-SOUTHWEST OF A WITNESS
 LC1141'POST, 28 FEET WEST-NORTHWEST OF THE WEST RAIL OF RAILROAD
 LC1141'TRACKS AND 2.4 FEET NORTH OF A TELEPHONE POLE.
 LC1141'
 LC1141'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF
 LC1141'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC1141'SURFACE OF THE GROUND AND IS STAMPED ELKHART NO 2 1960.  THE
 LC1141'MARK IS 63 FEET EAST-SOUTHEAST OF THE NORTH BOUND LANE OF
 LC1141'U.S. HIGHWAY 66, 34.5 FEET WEST-NORTHWEST OF THE WEST RAIL
 LC1141'OF RAILROAD TRACKS, 31 FEET SOUTHWEST OF A TELEPHONE POLE,
 LC1141'17.4 FEET NORTH-NORTHEAST OF THE CENTER OF A TRACK ROAD AND
 LC1141'1.8 FEET WEST OF A RIGHT-OF-WAY POST.
 LC1141'
 LC1141'ELKHART, MUNICIPAL WATER TANK MAY BE USED AS AN AZIMUTH.
 LC1141'
 LC1141'HEIGHT OF LIGHT ABOVE STATION MARK 3.50 METERS.
 LC1141
 LC1141                          STATION RECOVERY (1960)
 LC1141
 LC1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LC1141'1.1 MI NE FROM ELKHART.
 LC1141'ABOUT 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1141'WITH THE MT. PULASKI ROAD AT ELKHART, AT THE JUNCTION OF A FIELD
 LC1141'ROAD EAST, 71 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND
 LC1141'LANE OF U.S. HIGHWAY 66, 19 FEET SOUTHWEST OF THE CENTER LINE
 LC1141'OF THE FIELD ROAD EAST, 27 FEET NORTHWEST OF THE SOUTHWEST RAIL
 LC1141'OF THE SOUTH BOUND TRACK OF THE GULF, MOBILE AND OHIO RAIL ROAD,
 LC1141'68 FEET SOUTHWEST OF A TELEGRAPH POLE WITH A GUY WIRE, 34 FEET
 LC1141'WEST OF THE CROSSING OF THE SOUTH BOUND TRACK AND THE FIELD ROAD
 LC1141'EAST, 11.2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 2.5 FEET
 LC1141'BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC1141'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1922 ***********************************************************************
 LC1922  DESIGNATION -  ELKHART MUNICIPAL TANK
 LC1922  PID         -  LC1922
 LC1922  STATE/COUNTY-  IL/LOGAN
 LC1922  USGS QUAD   -  BROADWELL (1980)
 LC1922
 LC1922                         *CURRENT SURVEY CONTROL
 LC1922  ___________________________________________________________________
 LC1922* NAD 83(1997)-  40 01 19.00706(N)    089 28 52.87261(W)     ADJUSTED  
 LC1922* NAVD 88     -                                                        
 LC1922  ___________________________________________________________________
 LC1922  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LC1922  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1922
 LC1922  HORZ ORDER  -  THIRD
 LC1922
 LC1922.The horizontal coordinates were established by classical geodetic methods
 LC1922.and adjusted by the National Geodetic Survey in October 1999..
 LC1922
 LC1922
 LC1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1922
 LC1922.The geoid height was determined by GEOID03.
 LC1922
 LC1922;                    North         East     Units Scale Factor Converg.
 LC1922;SPC IL W     -   372,649.462   758,499.598   MT  0.99998329   +0 26 26.6
 LC1922;SPC IL W     - 1,222,600.78  2,488,510.76   sFT  0.99998329   +0 26 26.6
 LC1922;UTM  16      - 4,433,142.750   288,248.653   MT  1.00015202   -1 35 46.7
 LC1922
 LC1922                          SUPERSEDED SURVEY CONTROL
 LC1922
 LC1922  NAD 83(1986)-  40 01 19.01942(N)    089 28 52.86545(W) AD(       ) 4
 LC1922  NAD 27      -  40 01 18.84400(N)    089 28 52.49900(W) AD(       ) 3
 LC1922
 LC1922.Superseded values are not recommended for survey control.
 LC1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1922.See file dsdata.txt to determine how the superseded data were derived.
 LC1922
 LC1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK8824933143(NAD 83)
 LC1922_MARKER: 53 = ELEVATED TANK
 LC1922
 LC1922  HISTORY     - Date     Condition        Report By
 LC1922  HISTORY     - 1960     FIRST OBSERVED   CGS
 LC1922
 LC1922                          STATION DESCRIPTION
 LC1922
 LC1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1922'THE STATION IS LOCATED ABOUT 0.15 MILE NORTH-NORTHWEST OF THE
 LC1922'ELKHART POST OFFICE AND 0.1 MILE SOUTHEAST OF U.S. HIGHWAY
 LC1922'66.
 LC1922'
 LC1922'THE STATION IS A SILVER WATER TANK, SUPPORTED BY 4 LEGS, HAS
 LC1922'ELKHART PAINTED WITH BLACK LETTERS ON NORTHWEST SIDE OF TANK
 LC1922'AND IS APPROXIMATELY 125 FEET HIGH.
 LC1922'
 LC1922'THE POINT INTERSECTED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1142 ***********************************************************************
 LC1142  DESIGNATION -  ELKHART RM 1
 LC1142  PID         -  LC1142
 LC1142  STATE/COUNTY-  IL/LOGAN
 LC1142  USGS QUAD   -  BROADWELL (1980)
 LC1142
 LC1142                         *CURRENT SURVEY CONTROL
 LC1142  ___________________________________________________________________
 LC1142* NAD 83(1986)-  40 02 05.     (N)    089 28 15.     (W)     SCALED    
 LC1142* NAVD 88     -       177.586  (meters)     582.63   (feet)  ADJUSTED  
 LC1142  ___________________________________________________________________
 LC1142  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1142  DYNAMIC HT  -         177.495 (meters)     582.33  (feet)  COMP
 LC1142  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 LC1142
 LC1142  VERT ORDER  -  SECOND    CLASS 0
 LC1142
 LC1142.The horizontal coordinates were scaled from a topographic map and have
 LC1142.an estimated accuracy of +/- 6 seconds.
 LC1142
 LC1142.The orthometric height was determined by differential leveling
 LC1142.and adjusted by the National Geodetic Survey in June 1991..
 LC1142
 LC1142.The geoid height was determined by GEOID03.
 LC1142
 LC1142.The dynamic height is computed by dividing the NAVD 88
 LC1142.geopotential number by the normal gravity value computed on the
 LC1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1142.degrees latitude (g = 980.6199 gals.).
 LC1142
 LC1142.The modeled gravity was interpolated from observed gravity values.
 LC1142
 LC1142;                    North         East    Units  Estimated Accuracy
 LC1142;SPC IL W     -   374,080.      759,390.      MT  (+/- 180 meters Scaled)
 LC1142
 LC1142                          SUPERSEDED SURVEY CONTROL
 LC1142
 LC1142  NGVD 29 (??/??/92)  177.676  (m)          582.93   (f) ADJ UNCH    2 0
 LC1142
 LC1142.Superseded values are not recommended for survey control.
 LC1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1142.See file dsdata.txt to determine how the superseded data were derived.
 LC1142
 LC1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK891345(NAD 83)
 LC1142_MARKER: DR = REFERENCE MARK DISK
 LC1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1142_STAMPING: ELKHART NO 1 1960
 LC1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1142+STABILITY: SURFACE MOTION
 LC1142
 LC1142  HISTORY     - Date     Condition        Report By
 LC1142  HISTORY     - 1960     MONUMENTED       CGS
 LC1142
 LC1142                          STATION DESCRIPTION
 LC1142
 LC1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1142'1.1 MI NE FROM ELKHART.
 LC1142'ABOUT 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1142'WITH THE MT. PULASKI ROAD AT ELKHART, AT THE JUNCTION OF A FIELD
 LC1142'ROAD EAST, 69 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH
 LC1142'BOUND LANE OF U.S. HIGHWAY 66, 28 FEET NORTHWEST OF THE NORTHWEST
 LC1142'RAIL OF THE SOUTH BOUND TRACK OF THE GULF, MOBILE AND OHIO
 LC1142'RAIL ROAD, 109 FEET SOUTHWEST OF A TELEGRAPH POLE WITH A GUY
 LC1142'WIRE, 62 FEET SOUTHWEST OF THE CENTER LINE OF A FIELD ROAD EAST,
 LC1142'2 FEET NORTH OF A TELEGRAPH POLE, 42 FEET SOUTHWEST OF TRAVERSE
 LC1142'STATION ELKHART, 53.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3
 LC1142'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LC1142'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1140 ***********************************************************************
 LC1140  DESIGNATION -  ELKHART RM 2
 LC1140  PID         -  LC1140
 LC1140  STATE/COUNTY-  IL/LOGAN
 LC1140  USGS QUAD   -  BROADWELL (1980)
 LC1140
 LC1140                         *CURRENT SURVEY CONTROL
 LC1140  ___________________________________________________________________
 LC1140* NAD 83(1986)-  40 02 05.     (N)    089 28 15.     (W)     SCALED    
 LC1140* NAVD 88     -       178.091  (meters)     584.29   (feet)  ADJUSTED  
 LC1140  ___________________________________________________________________
 LC1140  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1140  DYNAMIC HT  -         178.000 (meters)     583.99  (feet)  COMP
 LC1140  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 LC1140
 LC1140  VERT ORDER  -  SECOND    CLASS 0
 LC1140
 LC1140.The horizontal coordinates were scaled from a topographic map and have
 LC1140.an estimated accuracy of +/- 6 seconds.
 LC1140
 LC1140.The orthometric height was determined by differential leveling
 LC1140.and adjusted by the National Geodetic Survey in June 1991..
 LC1140
 LC1140.The geoid height was determined by GEOID03.
 LC1140
 LC1140.The dynamic height is computed by dividing the NAVD 88
 LC1140.geopotential number by the normal gravity value computed on the
 LC1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1140.degrees latitude (g = 980.6199 gals.).
 LC1140
 LC1140.The modeled gravity was interpolated from observed gravity values.
 LC1140
 LC1140;                    North         East    Units  Estimated Accuracy
 LC1140;SPC IL W     -   374,080.      759,390.      MT  (+/- 180 meters Scaled)
 LC1140
 LC1140                          SUPERSEDED SURVEY CONTROL
 LC1140
 LC1140  NGVD 29 (??/??/92)  178.181  (m)          584.58   (f) ADJ UNCH    2 0
 LC1140
 LC1140.Superseded values are not recommended for survey control.
 LC1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1140.See file dsdata.txt to determine how the superseded data were derived.
 LC1140
 LC1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK891345(NAD 83)
 LC1140_MARKER: DR = REFERENCE MARK DISK
 LC1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1140_STAMPING: ELKHART NO 2 1960
 LC1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1140+STABILITY: SURFACE MOTION
 LC1140
 LC1140  HISTORY     - Date     Condition        Report By
 LC1140  HISTORY     - 1960     MONUMENTED       CGS
 LC1140
 LC1140                          STATION DESCRIPTION
 LC1140
 LC1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1140'1.1 MI NE FROM ELKHART.
 LC1140'ABOUT 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1140'WITH THE MT. PULASKI ROAD AT ELKHART, AT THE JUNCTION OF A FIELD
 LC1140'ROAD EAST, 62 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND
 LC1140'LANE OF U.S. HIGHWAY 66, 34.5 FEET NORTHWEST OF THE NORTHWEST
 LC1140'RAIL OF THE SOUTH BOUND TRACK OF THE GULF, MOBILE AND OHIO
 LC1140'RAIL ROAD, 17.5 FEET NORTHEAST OF THE CENTER LINE OF THE FIELD
 LC1140'ROAD EAST, 31 FEET SOUTHWEST OF A TELEGRAPH POLE WITH A GUY WIRE,
 LC1140'2 FEET WEST OF A RIGHT OF WAY MARKER, 38.6 FEET NORTH OF TRAVERSE
 LC1140'STATION ELKHART, 27.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 LC1140'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 LC1140'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1659 ***********************************************************************
 HB1659  DESIGNATION -  ELKVILLE
 HB1659  PID         -  HB1659
 HB1659  STATE/COUNTY-  IL/JACKSON
 HB1659  USGS QUAD   -  DE SOTO (1978)
 HB1659
 HB1659                         *CURRENT SURVEY CONTROL
 HB1659  ___________________________________________________________________
 HB1659* NAD 83(1997)-  37 51 59.45993(N)    089 13 58.01969(W)     ADJUSTED  
 HB1659* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 HB1659  ___________________________________________________________________
 HB1659  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 HB1659  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HB1659
 HB1659  HORZ ORDER  -  SECOND
 HB1659
 HB1659.The horizontal coordinates were established by classical geodetic methods
 HB1659.and adjusted by the National Geodetic Survey in October 1999..
 HB1659
 HB1659.The orthometric height was scaled from a topographic map.
 HB1659
 HB1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1659
 HB1659.The geoid height was determined by GEOID03.
 HB1659
 HB1659;                    North         East     Units Scale Factor Converg.
 HB1659;SPC IL W     -   133,565.777   782,169.806   MT  1.00002431   +0 34 23.8
 HB1659;SPC IL W     -   438,207.05  2,566,168.77   sFT  1.00002431   +0 34 23.8
 HB1659;SPC IL E     -   133,540.538   220,857.288   MT  1.00005212   -0 33 07.7
 HB1659;SPC IL E     -   438,124.25    724,595.95   sFT  1.00005212   -0 33 07.7
 HB1659;UTM  16      - 4,193,354.581   303,600.432   MT  1.00007511   -1 22 15.5
 HB1659
 HB1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1659!SPC IL W     -   0.99998593  x   1.00002431  =   1.00001024
 HB1659!SPC IL E     -   0.99998593  x   1.00005212  =   1.00003805
 HB1659!UTM  16      -   0.99998593  x   1.00007511  =   1.00006104
 HB1659
 HB1659|---------------------------------------------------------------------|
 HB1659| PID    Reference Object                     Distance      Geod. Az  |
 HB1659|                                                           dddmmss.s |
 HB1659| CI4376 ELKVILLE RM 1                        27.571 METERS 21424     |
 HB1659| HB1700 PARRISH                             APPROX. 8.6 KM 3145303.2 |
 HB1659| CI4377 ELKVILLE RM 2                        25.888 METERS 31627     |
 HB1659| HB1664 ELKVILLE MUNICIPAL TANK             APPROX. 4.0 KM 3573056.3 |
 HB1659|---------------------------------------------------------------------|
 HB1659
 HB1659                          SUPERSEDED SURVEY CONTROL
 HB1659
 HB1659  NAD 83(1997)-  37 51 59.47090(N)    089 13 58.01963(W) AD(       ) 2
 HB1659  NAD 83(1986)-  37 51 59.47216(N)    089 13 58.02121(W) AD(       ) 2
 HB1659  NAD 27      -  37 51 59.28805(N)    089 13 57.72187(W) AD(       ) 2
 HB1659
 HB1659.Superseded values are not recommended for survey control.
 HB1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1659.See file dsdata.txt to determine how the superseded data were derived.
 HB1659
 HB1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0360093355(NAD 83)
 HB1659_MARKER: DS = TRIANGULATION STATION DISK
 HB1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1659
 HB1659  HISTORY     - Date     Condition        Report By
 HB1659  HISTORY     - 1961     MONUMENTED       CGS
 HB1659
 HB1659                          STATION DESCRIPTION
 HB1659
 HB1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1659'THE STATION IS ABOUT 6-1/2 MILES NORTH OF DE SOTO, ABOUT 3 MILES
 HB1659'SOUTH OF ELKVILLE, IN THE SOUTHWEST 1/4 OF SEC. 32, T.  7 S., R. 1
 HB1659'W., AND ON PROPERTY OWNED BY THE STATE. IT IS 85 FEET WEST OF THE
 HB1659'CENTERLINE OF U.S. HIGHWAY 51, 85 FEET NORTH OF A POWER POLE, 63
 HB1659'FEET NORTHWEST OF A LONE TREE AND 33 FEET EAST OF A CONCRETE
 HB1659'FOUNDATION FOR A GRILL. THE MONUMENT PROJECTS 2 INCHES AND THE
 HB1659'DISK IS STAMPED ELKVILLE 1961.
 HB1659'
 HB1659'TO REACH FROM THE POST OFFICE IN ELKVILLE, GO SOUTHERLY ON U.S.
 HB1659'HIGHWAY 51 FOR 3.05 MILES TO A SIDE ROAD RIGHT AND THE STATION ON
 HB1659'THE RIGHT AND THE ROAD SIDE PARK.
 HB1659'
 HB1659'TO REACH THE ADJ (USGS) FROM THE STATION, GO SOUTH ON OLD U.S.
 HB1659'HIGHWAY 51 FOR 0.35 MILE TO A POWER POLE WITH A METER AND THE
 HB1659'MARK ON THE WEST SIDE OF A RAILROAD TRACK.
 HB1659'
 HB1659'REFERENCE MARK 1 IS 82 FEET NORTH OF THE CENTERLINE OF A CONCRETE
 HB1659'ROAD, 51 FEET WEST OF THE POWER POLE, 43 FEET SOUTH OF A 30 INCH
 HB1659'ELM TREE AND 7 FEET SOUTH OF A CONCRETE FOUNDATION FOR A GRILL. THE
 HB1659'MONUMENT IS FLUSH AND THE DISK IS STAMPED ELKVILLE NO 1 1961.
 HB1659'
 HB1659'REFERENCE MARK 2 IS 35 FEET NORTHWEST OF A CONCRETE FOUNDATION FOR A
 HB1659'GRILL AND 23 FEET NORTHEAST OF A 40 INCH ELM TREE.  THE MONUMENT IS
 HB1659'FLUSH AND THE DISK IS STAMPED ELKVILLE NO 2 1961.
 HB1659'
 HB1659'BM 394 ADJ (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 HB1659'DISK STAMPED ADJ 1907 394 (FEET ELEVATION) RIVETED TO THE TOP OF
 HB1659'A 3 INCH IRON PIPE THAT PROJECTS 3 INCHES. IT IS 123 FEET WEST OF A
 HB1659'POWER POLE WITH A METER, 57 FEET EAST OF A POWER POLE WITH 3
 HB1659'TRANSFORMERS, 32 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 1
 HB1659'FOOT NORTH OF A WITNESS POST.
 HB1659'
 HB1659'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1664 ***********************************************************************
 HB1664  DESIGNATION -  ELKVILLE MUNICIPAL TANK
 HB1664  PID         -  HB1664
 HB1664  STATE/COUNTY-  IL/JACKSON
 HB1664  USGS QUAD   -  ELKVILLE (1978)
 HB1664
 HB1664                         *CURRENT SURVEY CONTROL
 HB1664  ___________________________________________________________________
 HB1664* NAD 83(1997)-  37 54 09.66727(N)    089 14 05.14938(W)     ADJUSTED  
 HB1664* NAVD 88     -                                                        
 HB1664  ___________________________________________________________________
 HB1664  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 HB1664  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HB1664
 HB1664  HORZ ORDER  -  THIRD
 HB1664
 HB1664.The horizontal coordinates were established by classical geodetic methods
 HB1664.and adjusted by the National Geodetic Survey in October 1999..
 HB1664
 HB1664
 HB1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1664
 HB1664.The geoid height was determined by GEOID03.
 HB1664
 HB1664;                    North         East     Units Scale Factor Converg.
 HB1664;SPC IL W     -   137,578.451   781,955.448   MT  1.00002387   +0 34 21.1
 HB1664;SPC IL W     -   451,371.97  2,565,465.50   sFT  1.00002387   +0 34 21.1
 HB1664;UTM  16      - 4,197,372.424   303,522.386   MT  1.00007548   -1 22 23.9
 HB1664
 HB1664                          SUPERSEDED SURVEY CONTROL
 HB1664
 HB1664  NAD 83(1997)-  37 54 09.67894(N)    089 14 05.14949(W) AD(       ) 4
 HB1664  NAD 83(1986)-  37 54 09.67985(N)    089 14 05.15101(W) AD(       ) 4
 HB1664  NAD 27      -  37 54 09.49587(N)    089 14 04.85226(W) AD(       ) 3
 HB1664
 HB1664.Superseded values are not recommended for survey control.
 HB1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1664.See file dsdata.txt to determine how the superseded data were derived.
 HB1664
 HB1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0352297372(NAD 83)
 HB1664_MARKER: 53 = ELEVATED TANK
 HB1664
 HB1664  HISTORY     - Date     Condition        Report By
 HB1664  HISTORY     - 1962     FIRST OBSERVED   CGS
 HB1664
 HB1664                          STATION DESCRIPTION
 HB1664
 HB1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1664'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED AT THE SOUTH
 HB1664'EDGE OF ELKVILLE ABOUT 200 FEET EAST OF U.S.  HIGHWAY 51. IT IS
 HB1664'A FOUR LEGGED SELF SUPPORTED STEEL STRUCTURE PAINTED GREY WITH THE
 HB1664'LEGEND ELKVILLE ON ITS NORTH AND SOUTH SIDES. THE OVERALL
 HB1664'HEIGHT IS ABOUT 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0880 ***********************************************************************
 NJ0880  DESIGNATION -  ELLINOR
 NJ0880  PID         -  NJ0880
 NJ0880  STATE/COUNTY-  IL/JO DAVIESS
 NJ0880  USGS QUAD   -  BLACKHAWK (1975)
 NJ0880
 NJ0880                         *CURRENT SURVEY CONTROL
 NJ0880  ___________________________________________________________________
 NJ0880* NAD 83(1997)-  42 13 06.78612(N)    090 09 52.25203(W)     ADJUSTED  
 NJ0880* NAVD 88     -       290.2    (meters)     952.     (feet)  GPS OBS   
 NJ0880  ___________________________________________________________________
 NJ0880  X           -     -13,583.937 (meters)                     COMP
 NJ0880  Y           -  -4,730,891.914 (meters)                     COMP
 NJ0880  Z           -   4,263,785.981 (meters)                     COMP
 NJ0880  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 NJ0880  ELLIP HEIGHT-         257.15  (meters)          (12/06/04) GPS OBS
 NJ0880  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NJ0880
 NJ0880  HORZ ORDER  -  FIRST
 NJ0880  ELLP ORDER  -  FOURTH    CLASS I
 NJ0880
 NJ0880.The horizontal coordinates were established by GPS observations
 NJ0880.and adjusted by the National Geodetic Survey in September 1998..
 NJ0880
 NJ0880.The orthometric height was determined by GPS observations and a
 NJ0880.high-resolution geoid model.
 NJ0880
 NJ0880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0880
 NJ0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0880
 NJ0880.The ellipsoidal height was determined by GPS observations
 NJ0880.and is referenced to NAD 83.
 NJ0880
 NJ0880.The geoid height was determined by GEOID03.
 NJ0880
 NJ0880;                    North         East     Units Scale Factor Converg.
 NJ0880;SPC IL W     -   616,356.875   700,177.691   MT  0.99994118   +0 00 05.2
 NJ0880;SPC IL W     - 2,022,164.18  2,297,166.31   sFT  0.99994118   +0 00 05.2
 NJ0880;SPC IA N     - 1,085,246.091 1,775,321.809   MT  0.99997590   +2 15 38.2
 NJ0880;SPC IA S     -   251,666.687   775,361.687   MT  1.00010636   +2 11 49.5
 NJ0880;UTM  15      - 4,677,935.208   734,032.337   MT  1.00027397   +1 54 22.3
 NJ0880
 NJ0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0880!SPC IL W     -   0.99995967  x   0.99994118  =   0.99990085
 NJ0880!SPC IA N     -   0.99995967  x   0.99997590  =   0.99993557
 NJ0880!SPC IA S     -   0.99995967  x   1.00010636  =   1.00006603
 NJ0880!UTM  15      -   0.99995967  x   1.00027397  =   1.00023363
 NJ0880
 NJ0880|---------------------------------------------------------------------|
 NJ0880| PID    Reference Object                     Distance      Geod. Az  |
 NJ0880|                                                           dddmmss.s |
 NJ0880| CI8619 ELLINOR RM 3                          5.955 METERS 06426     |
 NJ0880| CI8617 ELLINOR RM 1                         26.828 METERS 07548     |
 NJ0880| CI8618 ELLINOR RM 2 AZIMUTH                               18606     |
 NJ0880| NJ0882 MILES WATER TANK                    APPROX.22.5 KM 2125200.7 |
 NJ0880| CI8620 ELLINOR RM 4                          6.006 METERS 26421     |
 NJ0880| CI8616 ELLINOR AZ MK RESET                                28337     |
 NJ0880|---------------------------------------------------------------------|
 NJ0880
 NJ0880                          SUPERSEDED SURVEY CONTROL
 NJ0880
 NJ0880  ELLIP H (09/15/98)  257.21   (m)                       GP(       ) 3 1
 NJ0880  NAD 83(1986)-  42 13 06.79397(N)    090 09 52.25700(W) AD(       ) 1
 NJ0880  NAD 27      -  42 13 06.72700(N)    090 09 51.79100(W) AD(       ) 1
 NJ0880  NGVD 29 (07/19/86)  290.27   (m)          952.3    (f) LEVELING    3  
 NJ0880
 NJ0880.Superseded values are not recommended for survey control.
 NJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0880.See file dsdata.txt to determine how the superseded data were derived.
 NJ0880
 NJ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3403277935(NAD 83)
 NJ0880_MARKER: DS = TRIANGULATION STATION DISK
 NJ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0880_PROJECTION: FLUSH
 NJ0880_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0880+STABILITY: SURFACE MOTION
 NJ0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0880+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 NJ0880
 NJ0880  HISTORY     - Date     Condition        Report By
 NJ0880  HISTORY     - 1931     MONUMENTED       CGS
 NJ0880  HISTORY     - 1960     GOOD             CGS
 NJ0880  HISTORY     - 1966     GOOD             USGS
 NJ0880  HISTORY     - 1968     GOOD             CGS
 NJ0880  HISTORY     - 19960814 GOOD             SECI
 NJ0880  HISTORY     - 19970103 GOOD             USPSQD
 NJ0880
 NJ0880                          STATION DESCRIPTION
 NJ0880
 NJ0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0880'ABOUT 8 MILES NORTH OF SAVANNA, 6 MILES SOUTHEAST OF HANOVER,
 NJ0880'ON LAND OWNED BY MR. ED ELLINOR.
 NJ0880'
 NJ0880'TO REACH FROM SAVANNA, GO SOUTH OF STATE HIGHWAY 27 TO ITS
 NJ0880'INTERSECTION WITH FOURTH STREET, TAKING DISTANCES FROM THIS
 NJ0880'POINT, PROCEED UP FOURTH STREET ALONG THE RIDGE ROAD FOR 10.3
 NJ0880'MILES TO A T-INTERSECTION.  STATION IS 70 METERS EAST OF THIS
 NJ0880'INTERSECTION, 12.5 METERS SOUTH OF THE CENTERLINE OF THE ROAD,
 NJ0880'3 METERS SOUTH OF THE FENCE LINE, 35 METERS EAST-BY-SOUTH OF
 NJ0880'THE CORNER POST IN THE NORTHWEST CORNER OF THE FIELD.  MARK
 NJ0880'IS SET ABOUT 9 INCHES BELOW THE SURFACE.
 NJ0880'
 NJ0880'REFERENCE MARK NO. 1 IS IN THE FENCE LINE EAST OF THE STATION
 NJ0880'8 METERS SOUTH OF THE CENTERLINE OF THE ROAD.
 NJ0880'
 NJ0880'REFERENCE MARK NO. 2 IS ABOUT 1/4 MILE SOUTH-SOUTHWEST OF THE
 NJ0880'STATION, 8 METERS EAST OF THE CENTERLINE OF THE ROAD, 13 METERS
 NJ0880'NORTH OF A LARGE OAK TREE (LONE) OF 36-INCH BUTT, 12 METERS
 NJ0880'NORTH OF THE LANE LEADING INTO MR. ELLINORS FARMYARD.
 NJ0880'
 NJ0880'HEIGHT OF SIGNAL ABOVE STATION MARK - 30 METERS.
 NJ0880
 NJ0880                          STATION RECOVERY (1960)
 NJ0880
 NJ0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 NJ0880'THE STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED
 NJ0880'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER
 NJ0880'1 WAS RECOVERED AS DESCRIBED BUT IN POOR CONDITION.  REFERENCE
 NJ0880'MARKS NUMBER 1 AND 2 WERE IN THE WAY OF NEW ROAD CONSTRUCTION
 NJ0880'SO THEY WERE DESTROYED AT THIS TIME.  A NEW AZIMUTH MARK AND
 NJ0880'REFERENCE MARKS NUMBER 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 NJ0880'DUE TO SEVERAL CHANGES IN THE AREA A COMPLETE NEW DISCRIPTION
 NJ0880'FOLLOWS.
 NJ0880'
 NJ0880'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF SAVANNA AND ABOUT
 NJ0880'6 MILES SOUTHEAST OF HANOVER.
 NJ0880'
 NJ0880'TO REACH THE STATION FROM THE HOSPITAL WHICH IS ON A HIGH HILL
 NJ0880'IN THE NORTHEAST PART OF SAVANNA, GO NORTHERLY ON THE MAIN
 NJ0880'BLACKTOPPED ROAD FOR 7.85 MILES TO THE END OF THE BLACKTOP
 NJ0880'AND THE JOE DAVIESS COUNTY LINE, CONTINUE NORTHERLY ON THE
 NJ0880'GRAVEL ROAD FOR 1.75 MILES TO WHERE THE MAIN ROAD MAKES A TURN
 NJ0880'TO THE RIGHT AND A SIDE ROAD LEFT, THE STATION IS ON THE CUT
 NJ0880'BANK TO THE NORTH OF THIS INTERSECTION.
 NJ0880'
 NJ0880'STATION MARK, A STANDARD DISK STAMPED ELLINOR 1931, IS SET IN
 NJ0880'A 12 INCH SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW THE
 NJ0880'SURFACE OF THE GROUND.  THE MARK IS 75 FEET NORTH OF THE CENTER
 NJ0880'OF THE ROAD INTERSECTION, 45.5 FEET WEST OF A TELEPHONE POLE,
 NJ0880'10.5 FEET SOUTH OF A FENCE LINE AND THE EDGE OF A CUT BANK OF
 NJ0880'THE OLD ROAD BED AND 2.7 FEET NORTHEAST OF A WITNESS POST.
 NJ0880'
 NJ0880'REFERENCE MARK NUMBER 3, A STANDARD REFERENCE DISK STAMPED
 NJ0880'ELLINOR NO 3 1931, IS SET IN A 12 INCH SQUARE CONCRETE POST
 NJ0880'WHICH PROJECTS 2 INCHES.  THE MARK IS 80 FEET NORTHEAST OF THE
 NJ0880'ROAD INTERSECTION, 26 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 NJ0880'22 FEET EAST-NORTHEAST OF A WITNESS POST AND 6 FEET SOUTH OF
 NJ0880'A FENCE LINE AND THE EDGE OF A CUT BANK OF THE OLD ROAD BED.
 NJ0880'
 NJ0880'REFERENCE MARK NUMBER 4, A STANDARD REFERENCE DISK STAMPED
 NJ0880'ELLINOR NO 4 1931, IS SET IN A 12 INCH SQUARE CONCRETE POST
 NJ0880'WHICH PROJECTS 6 INCHES.  THE MARK IS 74 FEET NORTH OF THE ROAD
 NJ0880'INTERSECTION, 55 FEET EAST OF A TELEPHONE POLE, 18 FEET WEST
 NJ0880'OF A WITNESS POST AND 9 FEET SOUTH OF A FENCE LINE AND THE EDGE
 NJ0880'OF A CUT BANK OF THE OLD ROAD BED.
 NJ0880'
 NJ0880'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED ELLINOR 1931 RESET
 NJ0880'1960, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 NJ0880'WITH THE SURFACE OF THE GROUND.  THE MARK IS 21 FEET EAST OF THE
 NJ0880'CENTER OF THE GRAVEL ROAD, 2.2 FEET NORTH OF A WITNESS POST
 NJ0880'AND 1 FOOT WEST OF A FENCE LINE.
 NJ0880'
 NJ0880'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVEL
 NJ0880'ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, NORTH,
 NJ0880'ON GRAVEL ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT
 NJ0880'AS DESCRIBED.
 NJ0880
 NJ0880                          STATION RECOVERY (1966)
 NJ0880
 NJ0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NJ0880'STATION WAS FOUND IN A CONCRETE POST 14 IN. BELOW THE SURFACE
 NJ0880'OF THE GROUND, A STANDARD BRONZE TABLET STAMPED ELLINOR 1931.
 NJ0880'
 NJ0880'R.M.S 1 AND 2 NOT FOUND, POSSIBLY DUE TO NEW ROAD CONSTRUCTION.
 NJ0880'
 NJ0880'REVISED DESCRIPTION--ABOUT 8.0 MI. N OF SAVANNA, 6.0 MI. SE
 NJ0880'OF HAOVER.  T. 25 N. R. 3 E., NEAR THE CENTER OF SEC. 28,
 NJ0880'70 METERS E OF T. INTERSECTION, 12.6 METERS S OF THE CENTERLINE
 NJ0880'OF THE ROAD, 3 METERS S OF THE FENCE LINE (ROAD IS CHANGED),
 NJ0880'121 FT. N AND 48 FT. E OF Y-RD. NW, 2 FT. N AND 2 FT. E OF
 NJ0880'USC AND GS WITNESS SIGN ON STEEL POST.
 NJ0880
 NJ0880                          STATION RECOVERY (1968)
 NJ0880
 NJ0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 NJ0880'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 NJ0880'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NJ0880'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED
 NJ0880'WHEN THE ROAD WAS WIDENED.
 NJ0880'
 NJ0880'THE 1960 DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 NJ0880'
 NJ0880'STATION MARK IS ABOUT 230 FEET EAST OF A T-INTERSECTION, 121
 NJ0880'FEET NORTH AND 48 FEET EAST OF Y-ROAD NORTHWEST, 41 FEET SOUTH
 NJ0880'OF OLD ROAD, 10 FEET SOUTH OF A FENCE, AND 2.5 FEET NORTHEAST
 NJ0880'OF A METAL WITNESS POST.
 NJ0880'
 NJ0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 NJ0880'NORTH OF SAVANNA
 NJ0880
 NJ0880                          STATION RECOVERY (1996)
 NJ0880
 NJ0880'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0880'RECOVERED AS DESCRIBED.
 NJ0880
 NJ0880                          STATION RECOVERY (1997)
 NJ0880
 NJ0880'RECOVERY NOTE BY US POWER SQUADRON 1997
 NJ0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0201 ***********************************************************************
 JB0201  DESIGNATION -  ELLIS
 JB0201  PID         -  JB0201
 JB0201  STATE/COUNTY-  IL/WAYNE
 JB0201  USGS QUAD   -  BOYLESTON (1971)
 JB0201
 JB0201                         *CURRENT SURVEY CONTROL
 JB0201  ___________________________________________________________________
 JB0201* NAD 83(1997)-  38 15 32.74722(N)    088 28 41.56727(W)     ADJUSTED  
 JB0201* NAVD 88     -       128.792  (meters)     422.55   (feet)  ADJUSTED  
 JB0201  ___________________________________________________________________
 JB0201  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JB0201  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 JB0201  DYNAMIC HT  -         128.710 (meters)     422.28  (feet)  COMP
 JB0201  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB0201
 JB0201  HORZ ORDER  -  SECOND
 JB0201  VERT ORDER  -  SECOND    CLASS 0
 JB0201
 JB0201.The horizontal coordinates were established by classical geodetic methods
 JB0201.and adjusted by the National Geodetic Survey in October 1999..
 JB0201
 JB0201.The orthometric height was determined by differential leveling
 JB0201.and adjusted by the National Geodetic Survey in June 1991..
 JB0201
 JB0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0201
 JB0201.The geoid height was determined by GEOID03.
 JB0201
 JB0201.The dynamic height is computed by dividing the NAVD 88
 JB0201.geopotential number by the normal gravity value computed on the
 JB0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0201.degrees latitude (g = 980.6199 gals.).
 JB0201
 JB0201.The modeled gravity was interpolated from observed gravity values.
 JB0201
 JB0201;                    North         East     Units Scale Factor Converg.
 JB0201;SPC IL E     -   176,743.489   287,320.066   MT  0.99997698   -0 05 23.0
 JB0201;SPC IL E     -   579,865.93    942,649.25   sFT  0.99997698   -0 05 23.0
 JB0201;UTM  16      - 4,235,596.128   370,671.405   MT  0.99980599   -0 54 55.7
 JB0201
 JB0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0201!SPC IL E     -   0.99998456  x   0.99997698  =   0.99996154
 JB0201!UTM  16      -   0.99998456  x   0.99980599  =   0.99979055
 JB0201
 JB0201|---------------------------------------------------------------------|
 JB0201| PID    Reference Object                     Distance      Geod. Az  |
 JB0201|                                                           dddmmss.s |
 JB0201| JB0202 ELLIS RM 1                           20.788 METERS 08914     |
 JB0201| JB1729 ADEN LOOKOUT TOWER                  APPROX. 4.2 KM 2410017.8 |
 JB0201| JB0199 ELLIS AZ MK                                        2680909.7 |
 JB0201| JB0527 CROUCH                              APPROX. 4.2 KM 2761336.8 |
 JB0201| JB0200 ELLIS RM 2                           87.648 METERS 33433     |
 JB0201|---------------------------------------------------------------------|
 JB0201
 JB0201                          SUPERSEDED SURVEY CONTROL
 JB0201
 JB0201  NAD 83(1997)-  38 15 32.75669(N)    088 28 41.56620(W) AD(       ) 2
 JB0201  NAD 83(1997)-  38 15 32.75857(N)    088 28 41.56650(W) AD(       ) 2
 JB0201  NAD 83(1986)-  38 15 32.76066(N)    088 28 41.56744(W) AD(       ) 2
 JB0201  NAD 27      -  38 15 32.58793(N)    088 28 41.38610(W) AD(       ) 2
 JB0201  NGVD 29 (??/??/92)  128.916  (m)          422.95   (f) ADJ UNCH    2 0
 JB0201
 JB0201.Superseded values are not recommended for survey control.
 JB0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0201.See file dsdata.txt to determine how the superseded data were derived.
 JB0201
 JB0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7067135596(NAD 83)
 JB0201_MARKER: DE = TRAVERSE STATION DISK
 JB0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0201_STAMPING: ELLIS 1961
 JB0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0201+STABILITY: SURFACE MOTION
 JB0201
 JB0201  HISTORY     - Date     Condition        Report By
 JB0201  HISTORY     - 1961     MONUMENTED       CGS
 JB0201  HISTORY     - 1961     GOOD             CGS
 JB0201
 JB0201                          STATION DESCRIPTION
 JB0201
 JB0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0201'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF WAYNE CITY, 7.5
 JB0201'MILES WEST OF MILL
 JB0201'SHOALS, 5 MILES NORTHEAST OF BELLE PRAIRIE CITY AND 0.25
 JB0201'MILE NORTH OF THE
 JB0201'WAYNE-HAMILTON COUNTY LINE.
 JB0201'
 JB0201'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 142
 JB0201'IN WAYNE CITY, GO SOUTH
 JB0201'ON STATE HIGHWAY 142 FOR 3.45 MILES TO A POINT WHERE
 JB0201'THE HIGHWAY CURVES TO THE
 JB0201'SOUTHEAST.  CONTINUE SOUTHEASTERLY ON STATE
 JB0201'HIGHWAY 142 FOR 2.6 MILES TO A CROSSROAD AND
 JB0201'HAGELS STORE ON THE
 JB0201'RIGHT.  CONTINUE AHEAD ON STATE HIGHWAY 142 FOR 0.25 MILE TO A
 JB0201'CROSSROAD,
 JB0201'TURN LEFT, GO EAST ON A GRAVELED ROAD FOR 3.75 MILES TO A
 JB0201'T-ROAD, TURN RIGHT, GO SOUTH
 JB0201'FOR 0.75 MILE TO A DRIVEWAY ON THE LEFT
 JB0201'AND THE AZIMUTH MARK ON THE RIGHT, TURN LEFT,
 JB0201'GO EAST ON DRIVEWAY FOR
 JB0201'0.15 MILE TO THE FARM HOME OF MR W P DAVIS, THENCE SOUTHEAST
 JB0201'ABOUT 300 FEET
 JB0201'TO THE STATION AT FENCE CORNER.
 JB0201'
 JB0201'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12-INCH SQUARE
 JB0201'CONCRETE POST WHICH IS SET
 JB0201'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0201'ELLIS 1961.  THE MARK IS 288 FEET
 JB0201'SOUTH-SOUTHEAST OF THE SOUTHWEST
 JB0201'CORNER OF A MACHINE SHED, 20 FEET SOUTHWEST OF THE
 JB0201'CENTER OF A WOODEN
 JB0201'GATE, 11.7 FEET WEST OF A FENCE CORNER AND 11.2 FEET WEST OF A
 JB0201'WITNESS POST.
 JB0201'
 JB0201'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB0201'SQUARE CONCRETE POST
 JB0201'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0201'IS STAMPED ELLIS NO 1 1961.  THE
 JB0201'MARK IS 57.1 FEET EAST OF A WITNESS
 JB0201'POST, 56 FEET WEST OF A FENCE CORNER, AND 1 FOOT
 JB0201'SOUTH OF A FENCE.
 JB0201'
 JB0201'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12-INCH
 JB0201'SQUARE CONCRETE POST
 JB0201'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0201'IS STAMPED ELLIS NO 2 1961.  THE
 JB0201'MARK IS 66 FEET EAST OF THE
 JB0201'SOUTHEAST CORNER OF A HOUSE, 58 FEET WEST OF A
 JB0201'FENCE AND 1.5 FEET
 JB0201'WEST OF THE SOUTHWEST CORNER OF A MACHINE SHED.
 JB0201'
 JB0201'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12-INCH SQUARE
 JB0201'CONCRETE POST WHICH IS SET
 JB0201'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0201'ELLIS 1961.  THE MARK IS 82 FEET
 JB0201'SOUTH-SOUTHWEST OF THE CENTER OF
 JB0201'DRIVEWAY, 21 FEET WEST OF THE CENTER OF ROAD, 2.4
 JB0201'FEET NORTH OF A
 JB0201'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 JB0201'
 JB0201'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 JB0201
 JB0201                          STATION RECOVERY (1961)
 JB0201
 JB0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0201'11.2 MI SE FROM WAYNE CITY.
 JB0201'ABOUT 6.5 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0201'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 3.7
 JB0201'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG A
 JB0201'GRAVEL ROAD, THENCE 0.2 MILE EAST ALONG A PRIVATE DRIVE TO
 JB0201'HOUSE AND FARM BUILDINGS, THENCE ABOUT 0.05 MILE SOUTHEAST ALONG
 JB0201'A FIELD ROAD TO A FENCE CORNER AND A BOARD GATE, 19 FEET SOUTH
 JB0201'OF THE CENTER OF THE FIELD ROAD, 287 FEET SOUTHEAST OF THE
 JB0201'SOUTHWEST CORNER OF A MACHINE SHED, 12.5 FEET WEST OF THE FENCE
 JB0201'CORNER, 14.5 FEET SOUTHWEST OF THE SOUTH END OF THE BOARD GATE,
 JB0201'11.3 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0201'LEVEL OF THE FIELD ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB0201'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2275 ***********************************************************************
 LB2275  DESIGNATION -  ELLIS
 LB2275  PID         -  LB2275
 LB2275  STATE/COUNTY-  IL/VERMILION
 LB2275  USGS QUAD   -  PENFIELD (1984)
 LB2275
 LB2275                         *CURRENT SURVEY CONTROL
 LB2275  ___________________________________________________________________
 LB2275* NAD 83(1997)-  40 20 39.48302(N)    087 53 34.27514(W)     ADJUSTED  
 LB2275* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 LB2275  ___________________________________________________________________
 LB2275  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LB2275  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LB2275
 LB2275  HORZ ORDER  -  THIRD
 LB2275
 LB2275.The horizontal coordinates were established by classical geodetic methods
 LB2275.and adjusted by the National Geodetic Survey in October 1999..
 LB2275
 LB2275.The orthometric height was scaled from a topographic map.
 LB2275
 LB2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2275
 LB2275.The geoid height was determined by GEOID03.
 LB2275
 LB2275;                    North         East     Units Scale Factor Converg.
 LB2275;SPC IL E     -   408,322.943   337,423.740   MT  0.99999223   +0 17 06.6
 LB2275;SPC IL E     - 1,339,639.52  1,107,031.05   sFT  0.99999223   +0 17 06.6
 LB2275;UTM  16      - 4,466,354.898   424,169.889   MT  0.99967078   -0 34 41.0
 LB2275
 LB2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2275!SPC IL E     -   0.99996870  x   0.99999223  =   0.99996093
 LB2275!UTM  16      -   0.99996870  x   0.99967078  =   0.99963949
 LB2275
 LB2275:                Primary Azimuth Mark                     Grid Az
 LB2275:SPC IL E     -  ELLIS AZ MK                              000 30 21.1
 LB2275:UTM  16      -  ELLIS AZ MK                              001 22 08.7
 LB2275
 LB2275|---------------------------------------------------------------------|
 LB2275| PID    Reference Object                     Distance      Geod. Az  |
 LB2275|                                                           dddmmss.s |
 LB2275| CM3477 ELLIS AZ MK                                        0004727.7 |
 LB2275| CM3479 ELLIS RM 2                           10.962 METERS 18356     |
 LB2275| CM3478 ELLIS RM 1                            8.655 METERS 35317     |
 LB2275|---------------------------------------------------------------------|
 LB2275
 LB2275                          SUPERSEDED SURVEY CONTROL
 LB2275
 LB2275  NAD 83(1997)-  40 20 39.48258(N)    087 53 34.27604(W) AD(       ) 3
 LB2275  NAD 83(1986)-  40 20 39.49114(N)    087 53 34.28141(W) AD(       ) 3
 LB2275  NAD 27      -  40 20 39.36480(N)    087 53 34.16700(W) AD(       ) 3
 LB2275
 LB2275.Superseded values are not recommended for survey control.
 LB2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2275.See file dsdata.txt to determine how the superseded data were derived.
 LB2275
 LB2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2417066355(NAD 83)
 LB2275_MARKER: DS = TRIANGULATION STATION DISK
 LB2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2275
 LB2275  HISTORY     - Date     Condition        Report By
 LB2275  HISTORY     - 1955     MONUMENTED       CGS
 LB2275  HISTORY     - 1959     GOOD             CGS
 LB2275  HISTORY     - 1970     GOOD             NGS
 LB2275
 LB2275                          STATION DESCRIPTION
 LB2275
 LB2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2275'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF RANKIN AND 1/2 MILE
 LB2275'NORTH OF ELLIS, ON HIGHWAY RIGHT-OF-WAY.  IT IS 37 FEET WEST OF THE
 LB2275'CENTER OF STATE HIGHWAY 49, 4 FEET NORTHEAST OF A TELEPHONE POLE
 LB2275'AND 2 FEET EAST OF A WHITE WITNESS POST AND FENCE LINE.  THE MARK
 LB2275'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED ELLIS 1955.
 LB2275'
 LB2275'REFERENCE MARK NO. 1 IS 39 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 LB2275'1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2275'STAMPED ELLIS NO 1 1955.
 LB2275'
 LB2275'REFERENCE MARK NO. 2 IS IN A NORTH-SOUTH FENCE LINE, 39 FEET WEST
 LB2275'OF THE CENTER OF THE HIGHWAY AND 13 FEET NORTH OF A CONCRETE
 LB2275'RIGHT-OF-WAY MARKER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2275'ELLIS NO 2 1955.
 LB2275'
 LB2275'AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF STATE HIGHWAY 49, 1
 LB2275'FOOT WEST OF A POWER LINE POLE AND 1 FOOT SOUTH OF A WHITE WITNESS
 LB2275'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LB2275'ELLIS 1955.
 LB2275'
 LB2275'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 49 IN
 LB2275'THE SOUTH EDGE OF RANKIN, GO SOUTH ON HIGHWAY 49 FOR 7.2 MILES TO
 LB2275'THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE HIGHWAY AS DESCRIBED.
 LB2275'CONTINUE SOUTH ON HIGHWAY FOR 0.4 MILE TO THE STATION ON THE
 LB2275'RIGHT, WEST SIDE OF THE HIGHWAY AS DESCRIBED.
 LB2275'
 LB2275'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LB2275
 LB2275                          STATION RECOVERY (1959)
 LB2275
 LB2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RLS)
 LB2275'1955 DESCRIPTION IS ADEQUATE.  ALL MARKS WERE RECOVERED AND ARE IN
 LB2275'GOOD CONDITION.  WITNESS POSTS STILL ARE STANDING AT THE STATION AND
 LB2275'THE AZIMUTH MARK.
 LB2275
 LB2275                          STATION RECOVERY (1970)
 LB2275
 LB2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LB2275'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 LB2275'WAS VISITED AT THE REQUEST OF THE STATE HIGHWAY DEPARTMENT TO SET
 LB2275'WITNESS POST TO PREVENT THE MARKS BEING DESTROYED BY MOWING.  THE
 LB2275'STATION WAS NOT OCCUPIED AT THIS TIME DUE TO WEATHER.  THE
 LB2275'DESCRIPTION IS GOOD WITH THE BELOW.
 LB2275'
 LB2275'THE STATION MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 LB2275'
 LB2275'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 LB2275'
 LB2275'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST.
 LB2275'
 LB2275'THE AZIMUTH MARK IS 7 FEET SOUTHWEST OF A FENCE CORNER AND A CONCRETE
 LB2275'RIGHT-OF-WAY POST, 1 FOOT SOUTH OF A METAL WITNESS POST, 27 FEET
 LB2275'NORTH OF A POWER POLE AND FLUSH WITH THE GROUND.
 LB2275'
 LB2275'THE FENCE AT THE STATION SITE HAS BEEN REMOVED.
 LB2275'
 LB2275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2 MILES
 LB2275'SOUTH OF RANKIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1931 ***********************************************************************
 JB1931  DESIGNATION -  ELLIS
 JB1931  PID         -  JB1931
 JB1931  STATE/COUNTY-  IL/RANDOLPH
 JB1931  USGS QUAD   -  EVANSVILLE (1982)
 JB1931
 JB1931                         *CURRENT SURVEY CONTROL
 JB1931  ___________________________________________________________________
 JB1931* NAD 83(1997)-  38 00 27.44311(N)    089 54 45.04310(W)     ADJUSTED  
 JB1931* NAVD 88     -       186.3    (meters)     611.     (feet)  VERTCON   
 JB1931  ___________________________________________________________________
 JB1931  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 JB1931  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 JB1931
 JB1931  HORZ ORDER  -  SECOND
 JB1931
 JB1931.The horizontal coordinates were established by classical geodetic methods
 JB1931.and adjusted by the National Geodetic Survey in October 1999..
 JB1931
 JB1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1931
 JB1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1931
 JB1931.The geoid height was determined by GEOID03.
 JB1931
 JB1931;                    North         East     Units Scale Factor Converg.
 JB1931;SPC IL W     -   148,846.416   722,319.426   MT  0.99994731   +0 09 23.4
 JB1931;SPC IL W     -   488,340.28  2,369,809.65   sFT  0.99994731   +0 09 23.4
 JB1931;UTM  16      - 4,210,664.800   244,288.838   MT  1.00040542   -1 47 39.8
 JB1931
 JB1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1931!SPC IL W     -   0.99997544  x   0.99994731  =   0.99992275
 JB1931!UTM  16      -   0.99997544  x   1.00040542  =   1.00038085
 JB1931
 JB1931:                Primary Azimuth Mark                     Grid Az
 JB1931:SPC IL W     -  WALSH BELL TELEPHONE MICROWAVE           035 28 19.9
 JB1931:UTM  16      -  WALSH BELL TELEPHONE MICROWAVE           037 25 23.1
 JB1931
 JB1931|---------------------------------------------------------------------|
 JB1931| PID    Reference Object                     Distance      Geod. Az  |
 JB1931|                                                           dddmmss.s |
 JB1931| JB1929 WALSH BELL TELEPHONE MICROWAVE      APPROX. 8.3 KM 0353743.3 |
 JB1931| CI4382 ELLIS RM 1                           18.599 METERS 18501     |
 JB1931| CI4383 ELLIS RM 2                           86.984 METERS 26422     |
 JB1931|---------------------------------------------------------------------|
 JB1931
 JB1931                          SUPERSEDED SURVEY CONTROL
 JB1931
 JB1931  NAD 83(1986)-  38 00 27.45146(N)    089 54 45.03814(W) AD(       ) 2
 JB1931  NAD 27      -  38 00 27.26616(N)    089 54 44.65074(W) AD(       ) 2
 JB1931  NGVD 29 (07/19/86)  186.3    (m)          611.     (f) VERT ANG       
 JB1931
 JB1931.Superseded values are not recommended for survey control.
 JB1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1931.See file dsdata.txt to determine how the superseded data were derived.
 JB1931
 JB1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4428910665(NAD 83)
 JB1931_MARKER: DD = SURVEY DISK
 JB1931_SETTING: 0 = UNSPECIFIED SETTING
 JB1931
 JB1931  HISTORY     - Date     Condition        Report By
 JB1931  HISTORY     - 1969     MONUMENTED       USGS
 JB1931
 JB1931                          STATION DESCRIPTION
 JB1931
 JB1931'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1931'STATION IS LOCATED ABOUT 0.3 MI WSW. OF THE CENTER OF THE TOWN OF
 JB1931'ELLIS GROVE, IN THE NW. QUARTER OF THE SE. QUARTER OF SEC. 18, T. 6
 JB1931'S., R. 7 W., AT THE TOP OF A CUT BANK ON THE N. SIDE OF A BLACKTOP
 JB1931'RD. AND NEAR THE TOP OF RISE OF RD.
 JB1931'
 JB1931'TO REACH THE STATION FROM THE POST OFFICE IN ELLIS GROVE, DRIVE
 JB1931'S. FOR 0.5 BLOCK TO AN INTERSECTION, TURN RIGHT AND DRIVE W. AND
 JB1931'SW. ON BLACKTOP RD. FOR 0.3 MI TO CREST OF HILL AND STATION ON THE
 JB1931'RIGHT.
 JB1931'
 JB1931'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED ELLIS 1969
 JB1931'CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN GROUND AND
 JB1931'SET IN 6 IN. TILE FILLED WITH GRAVEL.  REFERENCE MARKS ARE FLUSH.
 JB1931'STATION MARK IS 12 IN. BELOW GROUND.
 JB1931'
 JB1931'STATION MARK IS 33 FT N. OF CENTER OF THE BLACKTOP RD., 144 FT
 JB1931'ENE. OF JCT. OF A DRIVE SE. TO A FARMHOUSE, 299 FT ENE. OF A ROUND
 JB1931'CONCRETE WATER TANK (ELLIS GROVE WATER TANK), 7 FT W. OF A POWER
 JB1931'LINE POLE AND 4.2 FT N. OF A METAL WITNESS POST.
 JB1931'
 JB1931'REFERENCE MARK 1 IS 61.02 FT (18.599 M.) SSE. OF STATION, 29 FT
 JB1931'S. OF CENTER OF THE RD., 133 FT E. OF JCT. OF DRIVE SE. AND 3 FT
 JB1931'E. OF A TELEPHONE POLE.
 JB1931'
 JB1931'REFERENCE MARK 2 IS 285.38 FT (89.984 M.) SSW. OF STATION, 30 FT
 JB1931'N. OF CENTER OF RD., 14.8 FT SE. OF, NEAR SIDE OF CONCRETE WATER
 JB1931'TANK, 61 FT SW. OF A POWER LINE POLE, 31 FT SE. OF A FENCE COR., 38
 JB1931'FT NE. OF ANOTHER FENCE COR. AND 1 FT N. OF A METAL WITNESS POST.
 JB1931'
 JB1931'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0199 ***********************************************************************
 JB0199  DESIGNATION -  ELLIS AZ MK
 JB0199  PID         -  JB0199
 JB0199  STATE/COUNTY-  IL/WAYNE
 JB0199  USGS QUAD   -  BOYLESTON (1971)
 JB0199
 JB0199                         *CURRENT SURVEY CONTROL
 JB0199  ___________________________________________________________________
 JB0199* NAD 83(1986)-  38 15 32.     (N)    088 28 55.     (W)     SCALED    
 JB0199* NAVD 88     -       127.041  (meters)     416.80   (feet)  ADJUSTED  
 JB0199  ___________________________________________________________________
 JB0199  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 JB0199  DYNAMIC HT  -         126.960 (meters)     416.53  (feet)  COMP
 JB0199  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB0199
 JB0199  VERT ORDER  -  SECOND    CLASS 0
 JB0199
 JB0199.The horizontal coordinates were scaled from a topographic map and have
 JB0199.an estimated accuracy of +/- 6 seconds.
 JB0199
 JB0199.The orthometric height was determined by differential leveling
 JB0199.and adjusted by the National Geodetic Survey in June 1991..
 JB0199
 JB0199.The geoid height was determined by GEOID03.
 JB0199
 JB0199.The dynamic height is computed by dividing the NAVD 88
 JB0199.geopotential number by the normal gravity value computed on the
 JB0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0199.degrees latitude (g = 980.6199 gals.).
 JB0199
 JB0199.The modeled gravity was interpolated from observed gravity values.
 JB0199
 JB0199;                    North         East    Units  Estimated Accuracy
 JB0199;SPC IL E     -   176,720.      286,990.      MT  (+/- 180 meters Scaled)
 JB0199
 JB0199                          SUPERSEDED SURVEY CONTROL
 JB0199
 JB0199  NGVD 29 (??/??/92)  127.165  (m)          417.21   (f) ADJ UNCH    2 0
 JB0199
 JB0199.Superseded values are not recommended for survey control.
 JB0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0199.See file dsdata.txt to determine how the superseded data were derived.
 JB0199
 JB0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH703355(NAD 83)
 JB0199_MARKER: DZ = AZIMUTH MARK DISK
 JB0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0199_STAMPING: ELLIS 1961
 JB0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0199+STABILITY: SURFACE MOTION
 JB0199
 JB0199  HISTORY     - Date     Condition        Report By
 JB0199  HISTORY     - 1961     MONUMENTED       CGS
 JB0199
 JB0199                          STATION DESCRIPTION
 JB0199
 JB0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0199'11 MI SE FROM WAYNE CITY.
 JB0199'ABOUT 6.5 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0199'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 3.7
 JB0199'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG A
 JB0199'GRAVEL ROAD, AT A DRIVE EAST TO A FARM HOUSE, 21 FEET WEST OF THE
 JB0199'CENTER OF THE ROAD, 78 FEET SOUTH OF THE EXTENDED CENTER OF THE
 JB0199'FARM DRIVE, 52 FEET WEST-SOUTHWEST OF A POWER POLE, 1 FOOT EAST
 JB0199'OF A FENCE, 2.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 JB0199'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0199'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0202 ***********************************************************************
 JB0202  DESIGNATION -  ELLIS RM 1
 JB0202  PID         -  JB0202
 JB0202  STATE/COUNTY-  IL/WAYNE
 JB0202  USGS QUAD   -  BOYLESTON (1971)
 JB0202
 JB0202                         *CURRENT SURVEY CONTROL
 JB0202  ___________________________________________________________________
 JB0202* NAD 83(1986)-  38 15 32.     (N)    088 28 41.     (W)     SCALED    
 JB0202* NAVD 88     -       127.840  (meters)     419.42   (feet)  ADJUSTED  
 JB0202  ___________________________________________________________________
 JB0202  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 JB0202  DYNAMIC HT  -         127.758 (meters)     419.15  (feet)  COMP
 JB0202  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB0202
 JB0202  VERT ORDER  -  SECOND    CLASS 0
 JB0202
 JB0202.The horizontal coordinates were scaled from a topographic map and have
 JB0202.an estimated accuracy of +/- 6 seconds.
 JB0202
 JB0202.The orthometric height was determined by differential leveling
 JB0202.and adjusted by the National Geodetic Survey in June 1991..
 JB0202
 JB0202.The geoid height was determined by GEOID03.
 JB0202
 JB0202.The dynamic height is computed by dividing the NAVD 88
 JB0202.geopotential number by the normal gravity value computed on the
 JB0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0202.degrees latitude (g = 980.6199 gals.).
 JB0202
 JB0202.The modeled gravity was interpolated from observed gravity values.
 JB0202
 JB0202;                    North         East    Units  Estimated Accuracy
 JB0202;SPC IL E     -   176,720.      287,330.      MT  (+/- 180 meters Scaled)
 JB0202
 JB0202                          SUPERSEDED SURVEY CONTROL
 JB0202
 JB0202  NGVD 29 (??/??/92)  127.964  (m)          419.83   (f) ADJ UNCH    2 0
 JB0202
 JB0202.Superseded values are not recommended for survey control.
 JB0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0202.See file dsdata.txt to determine how the superseded data were derived.
 JB0202
 JB0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH706355(NAD 83)
 JB0202_MARKER: DR = REFERENCE MARK DISK
 JB0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0202_STAMPING: ELLIS NO 1 1961
 JB0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0202+STABILITY: SURFACE MOTION
 JB0202
 JB0202  HISTORY     - Date     Condition        Report By
 JB0202  HISTORY     - 1961     MONUMENTED       CGS
 JB0202
 JB0202                          STATION DESCRIPTION
 JB0202
 JB0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0202'11.2 MI SE FROM WAYNE CITY.
 JB0202'ABOUT 6.5 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0202'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 3.7
 JB0202'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG A
 JB0202'GRAVEL ROAD, THENCE 0.2 MILE EAST ALONG A PRIVATE DRIVE TO
 JB0202'HOUSE AND FARM BUILDINGS, THENCE ABOUT 0.05 MILE SOUTHEAST ALONG
 JB0202'A FIELD ROAD TO A FENCE CORNER AND BOARD GATE, 56.5 FEET EAST
 JB0202'OF THE FENCE CORNER, 57 FEET EAST OF THE SOUTH END OF THE BOARD
 JB0202'GATE, 1 FOOT SOUTH OF A FENCE, 68.2 FEET EAST OF TRAVERSE
 JB0202'STATION ELLIS, 57.2 FEET EAST OF A METAL WITNESS POST, AND SET
 JB0202'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0200 ***********************************************************************
 JB0200  DESIGNATION -  ELLIS RM 2
 JB0200  PID         -  JB0200
 JB0200  STATE/COUNTY-  IL/WAYNE
 JB0200  USGS QUAD   -  BOYLESTON (1971)
 JB0200
 JB0200                         *CURRENT SURVEY CONTROL
 JB0200  ___________________________________________________________________
 JB0200* NAD 83(1986)-  38 15 32.     (N)    088 28 41.     (W)     SCALED    
 JB0200* NAVD 88     -       128.741  (meters)     422.38   (feet)  ADJUSTED  
 JB0200  ___________________________________________________________________
 JB0200  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 JB0200  DYNAMIC HT  -         128.659 (meters)     422.11  (feet)  COMP
 JB0200  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB0200
 JB0200  VERT ORDER  -  SECOND    CLASS 0
 JB0200
 JB0200.The horizontal coordinates were scaled from a topographic map and have
 JB0200.an estimated accuracy of +/- 6 seconds.
 JB0200
 JB0200.The orthometric height was determined by differential leveling
 JB0200.and adjusted by the National Geodetic Survey in June 1991..
 JB0200
 JB0200.The geoid height was determined by GEOID03.
 JB0200
 JB0200.The dynamic height is computed by dividing the NAVD 88
 JB0200.geopotential number by the normal gravity value computed on the
 JB0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0200.degrees latitude (g = 980.6199 gals.).
 JB0200
 JB0200.The modeled gravity was interpolated from observed gravity values.
 JB0200
 JB0200;                    North         East    Units  Estimated Accuracy
 JB0200;SPC IL E     -   176,720.      287,330.      MT  (+/- 180 meters Scaled)
 JB0200
 JB0200                          SUPERSEDED SURVEY CONTROL
 JB0200
 JB0200  NGVD 29 (??/??/92)  128.865  (m)          422.78   (f) ADJ UNCH    2 0
 JB0200
 JB0200.Superseded values are not recommended for survey control.
 JB0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0200.See file dsdata.txt to determine how the superseded data were derived.
 JB0200
 JB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH706355(NAD 83)
 JB0200_MARKER: DR = REFERENCE MARK DISK
 JB0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0200_STAMPING: ELLIS NO 2 1961
 JB0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0200+STABILITY: SURFACE MOTION
 JB0200
 JB0200  HISTORY     - Date     Condition        Report By
 JB0200  HISTORY     - 1961     MONUMENTED       CGS
 JB0200
 JB0200                          STATION DESCRIPTION
 JB0200
 JB0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0200'11.2 MI SE FROM WAYNE CITY.
 JB0200'ABOUT 6.5 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0200'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 3.7
 JB0200'MILES EAST ALONG A GRAVEL ROAD, THENCE 0.75 MILE SOUTH ALONG A
 JB0200'GRAVEL ROAD, THENCE 0.2 MILE EAST ALONG A PRIVATE DRIVE TO
 JB0200'HOUSE AND FARM BUILDINGS, 67 FEET EAST OF THE SOUTHEAST CORNER
 JB0200'OF THE HOUSE, 1.5 FEET WEST OF THE SOUTHWEST CORNER OF A MACHINE
 JB0200'SHED, 70 FEET SOUTHEAST OF A POWER POLE, 287.6 FEET NORTHWEST
 JB0200'OF TRAVERSE STATION ELLIS, 291.0 FEET NORTHWEST OF A METAL
 JB0200'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JB0200'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1523 ***********************************************************************
 MF1523  DESIGNATION -  ELLSWORTH
 MF1523  PID         -  MF1523
 MF1523  STATE/COUNTY-  IL/LEE
 MF1523  USGS QUAD   -  PAW PAW (1971)
 MF1523
 MF1523                         *CURRENT SURVEY CONTROL
 MF1523  ___________________________________________________________________
 MF1523* NAD 83(1997)-  41 43 04.71297(N)    088 59 23.87148(W)     ADJUSTED  
 MF1523* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 MF1523  ___________________________________________________________________
 MF1523  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 MF1523  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF1523
 MF1523  HORZ ORDER  -  SECOND
 MF1523
 MF1523.The horizontal coordinates were established by classical geodetic methods
 MF1523.and adjusted by the National Geodetic Survey in October 1999..
 MF1523
 MF1523.The orthometric height was scaled from a topographic map.
 MF1523
 MF1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1523
 MF1523.The geoid height was determined by GEOID03.
 MF1523
 MF1523;                    North         East     Units Scale Factor Converg.
 MF1523;SPC IL W     -   561,428.991   797,915.017   MT  1.00005911   +0 46 59.2
 MF1523;SPC IL W     - 1,841,954.95  2,617,826.18   sFT  1.00005911   +0 46 59.2
 MF1523;SPC IL E     -   560,987.176   245,359.297   MT  1.00001173   -0 26 13.1
 MF1523;SPC IL E     - 1,840,505.43    804,982.96   sFT  1.00001173   -0 26 13.1
 MF1523;UTM  16      - 4,620,377.536   334,466.326   MT  0.99993720   -1 19 28.4
 MF1523
 MF1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1523!SPC IL W     -   0.99995923  x   1.00005911  =   1.00001834
 MF1523!SPC IL E     -   0.99995923  x   1.00001173  =   0.99997096
 MF1523!UTM  16      -   0.99995923  x   0.99993720  =   0.99989644
 MF1523
 MF1523|---------------------------------------------------------------------|
 MF1523| PID    Reference Object                     Distance      Geod. Az  |
 MF1523|                                                           dddmmss.s |
 MF1523| CI7368 ELLSWORTH RM 1                       29.773 METERS 03953     |
 MF1523| CI7367 ELLSWORTH AZ MK                                    0931521.4 |
 MF1523| MF1524 PAW PAW MUNICIPAL TANK              APPROX. 3.2 KM 1671944.0 |
 MF1523| MF1556 IMMANUEL EV LUTH CH SPIRE           APPROX.11.9 KM 2243939.2 |
 MF1523| MF1555 COMPTON MUNICIPAL TANK              APPROX. 8.5 KM 2510050.6 |
 MF1523| CI7369 ELLSWORTH RM 2                       29.752 METERS 31533     |
 MF1523|---------------------------------------------------------------------|
 MF1523
 MF1523                          SUPERSEDED SURVEY CONTROL
 MF1523
 MF1523  NAD 83(1997)-  41 43 04.71437(N)    088 59 23.87438(W) AD(       ) 2
 MF1523  NAD 83(1986)-  41 43 04.71663(N)    088 59 23.87812(W) AD(       ) 2
 MF1523  NAD 27      -  41 43 04.60800(N)    088 59 23.56280(W) AD(       ) 2
 MF1523
 MF1523.Superseded values are not recommended for survey control.
 MF1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1523.See file dsdata.txt to determine how the superseded data were derived.
 MF1523
 MF1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3446620378(NAD 83)
 MF1523_MARKER: DS = TRIANGULATION STATION DISK
 MF1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1523
 MF1523  HISTORY     - Date     Condition        Report By
 MF1523  HISTORY     - 1954     MONUMENTED       CGS
 MF1523  HISTORY     - 1966     GOOD             CGS
 MF1523  HISTORY     - 19950818 GOOD             USPSQD
 MF1523  HISTORY     - 20020128 GOOD             NGS
 MF1523  HISTORY     - 20030628 GOOD             USPSQD
 MF1523
 MF1523                          STATION DESCRIPTION
 MF1523
 MF1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1523'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF COMPTON AND
 MF1523'2 MILES NORTH OF PAW PAW ABOUT 75 FEET WEST OF THE NORTHWEST
 MF1523'CORNER OF THE ELLSWORTH CEMETERY.  IT IS 43 FEET SOUTH OF THE
 MF1523'CENTER OF A PAVED ROAD, 40 FEET NORTH OF A ROW OF LARGE MAPLE
 MF1523'TREES, 17 FEET SOUTHEAST OF A FENCE CORNER AND 10 FEET NORTH
 MF1523'OF A FENCE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 MF1523'DISK IS STAMPED ELLSWORTH 1954.
 MF1523'
 MF1523'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE CENTER OF THE
 MF1523'PAVED ROAD, 23 FEET WEST OF A POWER LINE POLE AND 1 FOOT SOUTH
 MF1523'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ELLSWORTH
 MF1523'NO. 1 1954.
 MF1523'
 MF1523'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE CENTER OF PAVED
 MF1523'ROAD, 19 FEET EAST OF A POWER LINE POLE AND 1 FOOT SOUTH OF
 MF1523'A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MF1523'STAMPED ELLSWORTH NO 2 1954.
 MF1523'
 MF1523'AZIMUTH MARK IS 27 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 MF1523'2 FEET SOUTH OF A POWER LINE POLE, 2 FEET NORTH OF A WHITE
 MF1523'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 MF1523'ABOUT 2 INCHES AND THE DISK IS STAMPED ELLSWORTH 1954.
 MF1523'
 MF1523'TO REACH THE STATION FROM THE PRESBYTERIAN CHURCH AT THE
 MF1523'NORTHEAST CORNER OF MAIN STREET AND PAW PAW ROAD IN PAW PAW,
 MF1523'GO NORTH ON PAVED ROAD FOR 2.0 MILES TO WHERE PAVED ROAD TURNS
 MF1523'WEST, (*) TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.25 MILE
 MF1523'TO THE STATION ON THE LEFT, SOUTH SIDE OF ROAD AS DESCRIBED.
 MF1523'
 MF1523'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) CONTINUE AHEAD,
 MF1523'NORTH ON GRAVEL ROAD FOR ABOUT 200 FEET TO THE MARK ON THE
 MF1523'RIGHT, EAST SIDE OF ROAD AS DESCRIBED.
 MF1523'
 MF1523'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 MF1523
 MF1523                          STATION RECOVERY (1966)
 MF1523
 MF1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1523'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 MF1523'FOUND IN GOOD CONDITION AT THIS TIME.  THE MAPLE TREES MENTIONED
 MF1523'IN THE PREVIOUS DESCRIPTION ARE GONE.  IN THE BODY OF THE
 MF1523'ORIGINAL DESCRIPTION THERE ARE TWO REFERENCE MARKS 1 DESCRIBED.
 MF1523'THE SECOND ONE WAS FOUND TO BE REFERENCE MARK 2 AT THIS TIME.
 MF1523'THE DESCRIPTION IS GOOD WITH THESE CHANGES.
 MF1523'
 MF1523'STATION MARK IS 10 FEET NORTH OF A METAL WITNESS POST.
 MF1523'
 MF1523'AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 MF1523
 MF1523                          STATION RECOVERY (1995)
 MF1523
 MF1523'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1523'RECOVERED IN GOOD CONDITION.
 MF1523
 MF1523                          STATION RECOVERY (2002)
 MF1523
 MF1523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1523'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1523
 MF1523                          STATION RECOVERY (2003)
 MF1523
 MF1523'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1523'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0131 ***********************************************************************
 JB0131  DESIGNATION -  ELM
 JB0131  PID         -  JB0131
 JB0131  STATE/COUNTY-  IL/RICHLAND
 JB0131  USGS QUAD   -  OLNEY (1971)
 JB0131
 JB0131                         *CURRENT SURVEY CONTROL
 JB0131  ___________________________________________________________________
 JB0131* NAD 83(1986)-  38 43 41.     (N)    088 05 10.     (W)     SCALED    
 JB0131* NAVD 88     -       146.034  (meters)     479.11   (feet)  ADJUSTED  
 JB0131  ___________________________________________________________________
 JB0131  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB0131  DYNAMIC HT  -         145.944 (meters)     478.82  (feet)  COMP
 JB0131  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 JB0131
 JB0131  VERT ORDER  -  FIRST     CLASS II
 JB0131
 JB0131.The horizontal coordinates were scaled from a topographic map and have
 JB0131.an estimated accuracy of +/- 6 seconds.
 JB0131
 JB0131.The orthometric height was determined by differential leveling
 JB0131.and adjusted by the National Geodetic Survey in June 1991..
 JB0131
 JB0131.The geoid height was determined by GEOID03.
 JB0131
 JB0131.The dynamic height is computed by dividing the NAVD 88
 JB0131.geopotential number by the normal gravity value computed on the
 JB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0131.degrees latitude (g = 980.6199 gals.).
 JB0131
 JB0131.The modeled gravity was interpolated from observed gravity values.
 JB0131
 JB0131;                    North         East    Units  Estimated Accuracy
 JB0131;SPC IL E     -   228,820.      321,500.      MT  (+/- 180 meters Scaled)
 JB0131
 JB0131                          SUPERSEDED SURVEY CONTROL
 JB0131
 JB0131  NGVD 29 (??/??/92)  146.12   (m)          479.4    (f) COMPUTED    1 2
 JB0131
 JB0131.Superseded values are not recommended for survey control.
 JB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0131.See file dsdata.txt to determine how the superseded data were derived.
 JB0131
 JB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH055871(NAD 83)
 JB0131_MARKER: DD = SURVEY DISK
 JB0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0131_SP_SET: CONCRETE POST
 JB0131_MARK LOGO: ILGS  
 JB0131_PROJECTION: FLUSH
 JB0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0131+STABILITY: SURFACE MOTION
 JB0131
 JB0131  HISTORY     - Date     Condition        Report By
 JB0131  HISTORY     - UNK      MONUMENTED       CGS
 JB0131  HISTORY     - 1942     GOOD             NGS
 JB0131  HISTORY     - 1986     GOOD             NGS
 JB0131
 JB0131                          STATION DESCRIPTION
 JB0131
 JB0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JB0131'AT OLNEY.
 JB0131'AT OLNEY, RICHLAND COUNTY, AT THE INTERSECTION OF KITCHELL
 JB0131'AVENUE AND ELM STREET, AT WEST ELM SCHOOL, 134 FEET EAST OF THE
 JB0131'EAST ENTRANCE, ON THE EAST LAWN, 27 FEET SOUTH OF A WALK LEADING
 JB0131'TO THE EAST ENTRANCE, AND 18 FEET WEST OF THE CURB OF KITCHELL
 JB0131'AVENUE.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 JB0131'CONCRETE POST.  NOTE-- PREVIOUSLY DESIGNATED BM.
 JB0131
 JB0131                          STATION RECOVERY (1986)
 JB0131
 JB0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0131'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN OLNEY, AT
 JB0131'THE INTERSECTION OF KITCHELL AVENUE AND ELM STREET, IN THE EAST LAWN
 JB0131'OF THE WEST ELM SCHOOL, 65.9 M (216.2 FT) SOUTH OF THE CENTER OF THE
 JB0131'STREET, 8.2 M (26.9 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING
 JB0131'TO THE EAST ENTRANCE TO THE SCHOOL, 6.7 M (22.0 FT) WEST OF THE CENTER
 JB0131'OF THE SOUTH BOUND LANES OF THE AVENUE, AND 2.8 M (9.2 FT) WEST OF A
 JB0131'FENCE.  NOTE--NO STAMPING WAS RECORDED FOR THIS MARK.
 JB0131'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0132 ***********************************************************************
 JB0132  DESIGNATION -  ELM RM 2
 JB0132  PID         -  JB0132
 JB0132  STATE/COUNTY-  IL/RICHLAND
 JB0132  USGS QUAD   -  OLNEY (1971)
 JB0132
 JB0132                         *CURRENT SURVEY CONTROL
 JB0132  ___________________________________________________________________
 JB0132* NAD 83(1986)-  38 43 41.     (N)    088 05 10.     (W)     SCALED    
 JB0132* NAVD 88     -       146.148  (meters)     479.49   (feet)  POSTED    
 JB0132  ___________________________________________________________________
 JB0132  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB0132  DYNAMIC HT  -         146.060 (meters)     479.20  (feet)  COMP
 JB0132  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 JB0132
 JB0132  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JB0132
 JB0132.The horizontal coordinates were scaled from a topographic map and have
 JB0132.an estimated accuracy of +/- 6 seconds.
 JB0132
 JB0132.The orthometric height was determined by differential leveling
 JB0132.and adjusted by the National Geodetic Survey in 1992..
 JB0132.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JB0132.rate greater than 8.0 mm/km.
 JB0132
 JB0132.The geoid height was determined by GEOID03.
 JB0132
 JB0132.The dynamic height is computed by dividing the NAVD 88
 JB0132.geopotential number by the normal gravity value computed on the
 JB0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0132.degrees latitude (g = 980.6199 gals.).
 JB0132
 JB0132.The modeled gravity was interpolated from observed gravity values.
 JB0132
 JB0132;                    North         East    Units  Estimated Accuracy
 JB0132;SPC IL E     -   228,820.      321,500.      MT  (+/- 180 meters Scaled)
 JB0132
 JB0132                          SUPERSEDED SURVEY CONTROL
 JB0132
 JB0132  NGVD 29 (??/??/92)  146.26   (m)          479.9    (f) COMPUTED    1 2
 JB0132
 JB0132.Superseded values are not recommended for survey control.
 JB0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0132.See file dsdata.txt to determine how the superseded data were derived.
 JB0132
 JB0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH055871(NAD 83)
 JB0132_MARKER: Q = CHISELED SQUARE
 JB0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0132_SP_SET: BUILDING
 JB0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0132
 JB0132  HISTORY     - Date     Condition        Report By
 JB0132  HISTORY     - 1938     MONUMENTED       CGS
 JB0132  HISTORY     - 1942     GOOD             NGS
 JB0132  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0132
 JB0132                          STATION DESCRIPTION
 JB0132
 JB0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JB0132'AT OLNEY.
 JB0132'ON THE EAST LAWN OF THE WEST ELM SCHOOL OF OLNEY, A BEDFORD
 JB0132'LIMESTONE MONUMENT, 92 FEET WEST OF THE WEST RAIL OF THE I.C.
 JB0132'RAILROAD, 50 FEET EAST OF EAST SIDE OF SCHOOL BUILDING, 30 FEET
 JB0132'SOUTH OF WALK LEADING TO EAST ENTRANCE OF SCHOOL.  THE BLOCK IS
 JB0132'18 INCHES BY 24 INCHES, A HALF INCH HOLE MARKS THE CENTER OF
 JB0132'THE BLOCK.  THIS WAS USED AS THE B.M. AS THE INSCRIPTION WAS NO
 JB0132'LONGER DISCERNABLE.  NOTE-- DIRECTLY SOUTH OF THIS MARKER
 JB0132'APPROXIMATELY 70 FEET SOUTH OF THE WALK FROM THE EAST ENTRANCE
 JB0132'OF THE BUILDING IS ANOTHER MARKER 20-1/2 INCHES BY 25 INCHES
 JB0132'AND 9 INCHES HIGH.  ON TOP OF IT ARE THESE LETTERS, U.S. (1942
 JB0132'REPORT).  NOTE-- PREVIOUSLY DESIGNATED NO. 2.
 JB0132
 JB0132                          STATION RECOVERY (1986)
 JB0132
 JB0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3154 ***********************************************************************
 ME3154  DESIGNATION -  ELMHURST E MUNICIPAL TANK
 ME3154  PID         -  ME3154
 ME3154  STATE/COUNTY-  IL/DU PAGE
 ME3154  USGS QUAD   -  HINSDALE (1993)
 ME3154
 ME3154                         *CURRENT SURVEY CONTROL
 ME3154  ___________________________________________________________________
 ME3154* NAD 83(1997)-  41 52 23.53317(N)    087 55 39.75634(W)     ADJUSTED  
 ME3154* NAVD 88     -                                                        
 ME3154  ___________________________________________________________________
 ME3154  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 ME3154  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ME3154
 ME3154  HORZ ORDER  -  THIRD
 ME3154
 ME3154.The horizontal coordinates were established by classical geodetic methods
 ME3154.and adjusted by the National Geodetic Survey in October 1999..
 ME3154
 ME3154
 ME3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3154
 ME3154.The geoid height was determined by GEOID03.
 ME3154
 ME3154;                    North         East     Units Scale Factor Converg.
 ME3154;SPC IL E     -   578,098.989   333,672.016   MT  0.99998895   +0 16 14.7
 ME3154;SPC IL E     - 1,896,646.43  1,094,722.27   sFT  0.99998895   +0 16 14.7
 ME3154;UTM  16      - 4,636,114.352   423,016.547   MT  0.99967293   -0 37 09.3
 ME3154
 ME3154                          SUPERSEDED SURVEY CONTROL
 ME3154
 ME3154  NAD 83(1997)-  41 52 23.53322(N)    087 55 39.75681(W) AD(       ) 4
 ME3154  NAD 83(1997)-  41 52 23.53487(N)    087 55 39.76651(W) AD(       ) 4
 ME3154  NAD 83(1986)-  41 52 23.53606(N)    087 55 39.76662(W) AD(       ) 4
 ME3154  NAD 27      -  41 52 23.42859(N)    087 55 39.54092(W) AD(       ) 3
 ME3154
 ME3154.Superseded values are not recommended for survey control.
 ME3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3154.See file dsdata.txt to determine how the superseded data were derived.
 ME3154
 ME3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2301736114(NAD 83)
 ME3154_MARKER: 53 = ELEVATED TANK
 ME3154
 ME3154  HISTORY     - Date     Condition        Report By
 ME3154  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3154  HISTORY     - 19970918 GOOD             USPSQD
 ME3154  HISTORY     - 19980418 GOOD             USPSQD
 ME3154
 ME3154                          STATION DESCRIPTION
 ME3154
 ME3154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3154'THE STATION IS THE CENTER OF THE TOP OF THE EAST ONE OF THREE
 ME3154'MUNICIPAL WATER
 ME3154'TANKS LOCATED ABOUT 200 FEET NORTHEAST OF THE INTERSECTION OF LINDEN
 ME3154'STREET AND VAN BUREN STREET IN THE
 ME3154'SOUTHEAST SECTION OF ELMHURST.  IT IS A SPHERICAL
 ME3154'STEEL TANK SUPPORTED BY A SINGLE STEEL PEDESTAL AND
 ME3154'IS PAINTED SILVER.  THE HEIGHT IS
 ME3154'ABOUT 140 FEET.
 ME3154
 ME3154                          STATION RECOVERY (1997)
 ME3154
 ME3154'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3154'RECOVERED IN GOOD CONDITION.
 ME3154
 ME3154                          STATION RECOVERY (1998)
 ME3154
 ME3154'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME3154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3162 ***********************************************************************
 ME3162  DESIGNATION -  ELMHURST N MUNICIPAL TANK
 ME3162  PID         -  ME3162
 ME3162  STATE/COUNTY-  IL/DU PAGE
 ME3162  USGS QUAD   -  ELMHURST (1997)
 ME3162
 ME3162                         *CURRENT SURVEY CONTROL
 ME3162  ___________________________________________________________________
 ME3162* NAD 83(1997)-  41 54 48.80320(N)    087 57 01.67632(W)     ADJUSTED  
 ME3162* NAVD 88     -                                                        
 ME3162  ___________________________________________________________________
 ME3162  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 ME3162  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME3162
 ME3162  HORZ ORDER  -  THIRD
 ME3162
 ME3162.The horizontal coordinates were established by classical geodetic methods
 ME3162.and adjusted by the National Geodetic Survey in October 1999..
 ME3162
 ME3162
 ME3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3162
 ME3162.The geoid height was determined by GEOID03.
 ME3162
 ME3162;                    North         East     Units Scale Factor Converg.
 ME3162;SPC IL E     -   582,572.245   331,763.007   MT  0.99998741   +0 15 20.7
 ME3162;SPC IL E     - 1,911,322.44  1,088,459.13   sFT  0.99998741   +0 15 20.7
 ME3162;UTM  16      - 4,640,615.321   421,177.855   MT  0.99967645   -0 38 05.8
 ME3162
 ME3162                          SUPERSEDED SURVEY CONTROL
 ME3162
 ME3162  NAD 83(1997)-  41 54 48.80328(N)    087 57 01.67690(W) AD(       ) 4
 ME3162  NAD 83(1997)-  41 54 48.80586(N)    087 57 01.68851(W) AD(       ) 4
 ME3162  NAD 83(1986)-  41 54 48.80686(N)    087 57 01.68868(W) AD(       ) 4
 ME3162  NAD 27      -  41 54 48.69900(N)    087 57 01.45416(W) AD(       ) 3
 ME3162
 ME3162.Superseded values are not recommended for survey control.
 ME3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3162.See file dsdata.txt to determine how the superseded data were derived.
 ME3162
 ME3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2117840615(NAD 83)
 ME3162_MARKER: 53 = ELEVATED TANK
 ME3162
 ME3162  HISTORY     - Date     Condition        Report By
 ME3162  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3162  HISTORY     - 1987     GOOD             USPSQD
 ME3162  HISTORY     - 19960420 GOOD             USPSQD
 ME3162  HISTORY     - 19970918 GOOD             USPSQD
 ME3162
 ME3162                          STATION DESCRIPTION
 ME3162
 ME3162'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3162'THE STATION IS THE CENTER OF THE TOP OF THE NORTH ONE OF THREE
 ME3162'MUNICIPAL WATER
 ME3162'TANKS LOCATED ABOUT 150 FEET NORTHWEST OF THE INTERSECTION OF MILTON
 ME3162'AVENUE AND WALNUT AVENUE AT THE
 ME3162'NORTH EDGE OF ELMHURST.  IT IS A SPHERICAL STEEL TANK
 ME3162'SUPPORTED BY A SINGLE STEEL PEDESTAL AND IS
 ME3162'PAINTED SILVER WITH THE NAME ELMHURST PAINTED
 ME3162'ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS.  THE HEIGHT IS
 ME3162'ABOUT 130 FEET.
 ME3162
 ME3162                          STATION RECOVERY (1987)
 ME3162
 ME3162'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3162'RECOVERED IN GOOD CONDITION.
 ME3162
 ME3162                          STATION RECOVERY (1996)
 ME3162
 ME3162'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3162'RECOVERED IN GOOD CONDITION.
 ME3162
 ME3162                          STATION RECOVERY (1997)
 ME3162
 ME3162'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3165 ***********************************************************************
 ME3165  DESIGNATION -  ELMHURST RAD STA WAIT MAST
 ME3165  PID         -  ME3165
 ME3165  STATE/COUNTY-  IL/DU PAGE
 ME3165  USGS QUAD   -  ELMHURST (1997)
 ME3165
 ME3165                         *CURRENT SURVEY CONTROL
 ME3165  ___________________________________________________________________
 ME3165* NAD 83(1997)-  41 55 33.10732(N)    087 57 00.37780(W)     ADJUSTED  
 ME3165* NAVD 88     -                                                        
 ME3165  ___________________________________________________________________
 ME3165  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 ME3165  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME3165
 ME3165  HORZ ORDER  -  THIRD
 ME3165
 ME3165.The horizontal coordinates were established by classical geodetic methods
 ME3165.and adjusted by the National Geodetic Survey in October 1999..
 ME3165
 ME3165
 ME3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3165
 ME3165.The geoid height was determined by GEOID03.
 ME3165
 ME3165;                    North         East     Units Scale Factor Converg.
 ME3165;SPC IL E     -   583,939.274   331,786.823   MT  0.99998743   +0 15 21.8
 ME3165;SPC IL E     - 1,915,807.43  1,088,537.27   sFT  0.99998743   +0 15 21.8
 ME3165;UTM  16      - 4,641,981.389   421,222.907   MT  0.99967636   -0 38 05.5
 ME3165
 ME3165                          SUPERSEDED SURVEY CONTROL
 ME3165
 ME3165  NAD 83(1997)-  41 55 33.10738(N)    087 57 00.37843(W) AD(       ) 4
 ME3165  NAD 83(1997)-  41 55 33.10719(N)    087 57 00.39482(W) AD(       ) 4
 ME3165  NAD 83(1986)-  41 55 33.11000(N)    087 57 00.39179(W) AD(       ) 4
 ME3165  NAD 27      -  41 55 32.99859(N)    087 57 00.16354(W) AD(       ) 3
 ME3165
 ME3165.Superseded values are not recommended for survey control.
 ME3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3165.See file dsdata.txt to determine how the superseded data were derived.
 ME3165
 ME3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2122341981(NAD 83)
 ME3165_MARKER: 42 = RADIO/TV MAST
 ME3165
 ME3165  HISTORY     - Date     Condition        Report By
 ME3165  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3165  HISTORY     - 19970918 GOOD             USPSQD
 ME3165  HISTORY     - 19980418 GOOD             USPSQD
 ME3165
 ME3165                          STATION DESCRIPTION
 ME3165
 ME3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3165'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME3165'STATION WAIT
 ME3165'LOCATED 0.3 MILE SOUTH OF GRAND AVENUE AND 0.2 MILE EAST OF CHURCH
 ME3165'ROAD ABOUT 1/2 MILE NORTH OF
 ME3165'ELMHURST.  THE OFFICE AND STUDIOS OF THE STATION ARE IN DOWNTOWN
 ME3165'CHICAGO.  IT IS A THREE-LEGGED,
 ME3165'SELF-SUPPORTING STEEL STRUCTURE 420 FEET HIGH AND IS
 ME3165'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.
 ME3165
 ME3165                          STATION RECOVERY (1997)
 ME3165
 ME3165'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3165'RECOVERED IN GOOD CONDITION.
 ME3165
 ME3165                          STATION RECOVERY (1998)
 ME3165
 ME3165'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME3165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3166 ***********************************************************************
 ME3166  DESIGNATION -  ELMHURST S MUNICIPAL TANK
 ME3166  PID         -  ME3166
 ME3166  STATE/COUNTY-  IL/DU PAGE
 ME3166  USGS QUAD   -  ELMHURST (1997)
 ME3166
 ME3166                         *CURRENT SURVEY CONTROL
 ME3166  ___________________________________________________________________
 ME3166* NAD 83(1997)-  41 53 22.96151(N)    087 57 40.68793(W)     ADJUSTED  
 ME3166* NAVD 88     -                                                        
 ME3166  ___________________________________________________________________
 ME3166  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 ME3166  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME3166
 ME3166  HORZ ORDER  -  THIRD
 ME3166
 ME3166.The horizontal coordinates were established by classical geodetic methods
 ME3166.and adjusted by the National Geodetic Survey in October 1999..
 ME3166
 ME3166
 ME3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3166
 ME3166.The geoid height was determined by GEOID03.
 ME3166
 ME3166;                    North         East     Units Scale Factor Converg.
 ME3166;SPC IL E     -   579,919.862   330,875.481   MT  0.99998673   +0 14 54.3
 ME3166;SPC IL E     - 1,902,620.41  1,085,547.31   sFT  0.99998673   +0 14 54.3
 ME3166;UTM  16      - 4,637,977.868   420,249.502   MT  0.99967826   -0 38 30.8
 ME3166
 ME3166                          SUPERSEDED SURVEY CONTROL
 ME3166
 ME3166  NAD 83(1997)-  41 53 22.96157(N)    087 57 40.68844(W) AD(       ) 4
 ME3166  NAD 83(1997)-  41 53 22.96432(N)    087 57 40.70003(W) AD(       ) 4
 ME3166  NAD 83(1986)-  41 53 22.96556(N)    087 57 40.70031(W) AD(       ) 4
 ME3166  NAD 27      -  41 53 22.85891(N)    087 57 40.46756(W) AD(       ) 3
 ME3166
 ME3166.Superseded values are not recommended for survey control.
 ME3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3166.See file dsdata.txt to determine how the superseded data were derived.
 ME3166
 ME3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2025037978(NAD 83)
 ME3166_MARKER: 53 = ELEVATED TANK
 ME3166
 ME3166  HISTORY     - Date     Condition        Report By
 ME3166  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3166  HISTORY     - 1987     GOOD             USPSQD
 ME3166  HISTORY     - 19960420 GOOD             USPSQD
 ME3166  HISTORY     - 19970918 GOOD             USPSQD
 ME3166  HISTORY     - 19980418 GOOD             USPSQD
 ME3166  HISTORY     - 20060121 GOOD             USPSQD
 ME3166
 ME3166                          STATION DESCRIPTION
 ME3166
 ME3166'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3166'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH ONE OF THREE
 ME3166'MUNICIPAL WATER
 ME3166'TANKS LOCATED ABOUT 200 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 ME3166'HIGHWAY 83 AND ST. CHARLES ROAD IN THE
 ME3166'SOUTHWEST EDGE OF ELMHURST.  IT IS A SPHERICAL STEEL
 ME3166'TANK SUPPORTED BY A SINGLE PEDESTAL AND IS
 ME3166'PAINTED SILVER WITH THE NAME ELMHURST PAINTED
 ME3166'ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS.  THE HEIGHT IS
 ME3166'ABOUT 150 FEET.
 ME3166
 ME3166                          STATION RECOVERY (1987)
 ME3166
 ME3166'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3166'RECOVERED IN GOOD CONDITION.
 ME3166
 ME3166                          STATION RECOVERY (1996)
 ME3166
 ME3166'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME3166'RECOVERED IN GOOD CONDITION.
 ME3166
 ME3166                          STATION RECOVERY (1997)
 ME3166
 ME3166'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3166'RECOVERED IN GOOD CONDITION.
 ME3166
 ME3166                          STATION RECOVERY (1998)
 ME3166
 ME3166'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME3166'RECOVERED IN GOOD CONDITION.
 ME3166
 ME3166                          STATION RECOVERY (2006)
 ME3166
 ME3166'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 ME3166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1690 ***********************************************************************
 MF1690  CBN         -  This is a Cooperative Base Network Control Station.
 MF1690  DESIGNATION -  ELMIRA
 MF1690  PID         -  MF1690
 MF1690  STATE/COUNTY-  IL/STARK
 MF1690  USGS QUAD   -  ELMIRA (1983)
 MF1690
 MF1690                         *CURRENT SURVEY CONTROL
 MF1690  ___________________________________________________________________
 MF1690* NAD 83(1997)-  41 10 41.67374(N)    089 51 33.52413(W)     ADJUSTED  
 MF1690* NAVD 88     -       236.3    (meters)     775.     (feet)  GPS OBS   
 MF1690  ___________________________________________________________________
 MF1690  X           -      11,805.208 (meters)                     COMP
 MF1690  Y           -  -4,807,719.788 (meters)                     COMP
 MF1690  Z           -   4,177,476.250 (meters)                     COMP
 MF1690  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 MF1690  ELLIP HEIGHT-         203.38  (meters)          (10/15/04) GPS OBS
 MF1690  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1690
 MF1690  HORZ ORDER  -  B
 MF1690  ELLP ORDER  -  FOURTH    CLASS II
 MF1690
 MF1690.The horizontal coordinates were established by GPS observations
 MF1690.and adjusted by the National Geodetic Survey in July 1998..
 MF1690
 MF1690.The orthometric height was determined by GPS observations and a
 MF1690.high-resolution geoid model.
 MF1690
 MF1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1690
 MF1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1690
 MF1690.The ellipsoidal height was determined by GPS observations
 MF1690.and is referenced to NAD 83.
 MF1690
 MF1690.The geoid height was determined by GEOID03.
 MF1690
 MF1690;                    North         East     Units Scale Factor Converg.
 MF1690;SPC IL W     -   500,864.759   725,788.031   MT  0.99994936   +0 12 08.5
 MF1690;SPC IL W     - 1,643,253.80  2,381,189.57   sFT  0.99994936   +0 12 08.5
 MF1690;UTM  16      - 4,562,485.949   260,163.026   MT  1.00030799   -1 53 00.5
 MF1690
 MF1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1690!SPC IL W     -   0.99996810  x   0.99994936  =   0.99991746
 MF1690!UTM  16      -   0.99996810  x   1.00030799  =   1.00027608
 MF1690
 MF1690|---------------------------------------------------------------------|
 MF1690| PID    Reference Object                     Distance      Geod. Az  |
 MF1690|                                                           dddmmss.s |
 MF1690| CI7371 ELMIRA RM 1                          33.778 METERS 02438     |
 MF1690| MF1688 BRADFORD MUNICIPAL STANDPIPE        APPROX.16.7 KM 0894054.5 |
 MF1690| MF1689 BRADFORD ST JOHNS CHURCH TOWER      APPROX.16.7 KM 0911705.0 |
 MF1690| MF1693 TOULON MUNICIPAL TANK               APPROX. 9.3 KM 1822316.8 |
 MF1690| MG0696 GALVA SOLA FIDE EVAN LUTH CH        APPROX.15.8 KM 2635746.3 |
 MF1690| MG0697 GALVA HAYES PUMP AND PLT CO TK      APPROX.16.2 KM 2650707.8 |
 MF1690| MG0695 GALVA MUNICIPAL STANDPIPE           APPROX.15.3 KM 2654239.3 |
 MF1690| CI7370 ELMIRA AZ MK                                       2743529.0 |
 MF1690| CI7372 ELMIRA RM 2                          47.244 METERS 31136     |
 MF1690| MF1703 KEWANEE BOILER WORKS TANK           APPROX. 9.8 KM 3180730.4 |
 MF1690| MF1704 KEWANEE BOSS MFG CO TANK            APPROX. 9.7 KM 3181150.8 |
 MF1690| MF1700 KEWANEE ST PETERS EVAN CH CUP       APPROX. 9.5 KM 3185011.4 |
 MF1690| MF1701 KEWANEE PUBLIC SERVICE CO TANK      APPROX. 9.5 KM 3250001.3 |
 MF1690| MF1695 KEWANEE WALWORTH CO TANK            APPROX. 9.3 KM 3264029.1 |
 MF1690|---------------------------------------------------------------------|
 MF1690
 MF1690                          SUPERSEDED SURVEY CONTROL
 MF1690
 MF1690  ELLIP H (07/17/98)  203.40   (m)                       GP(       ) 4 1
 MF1690  NAD 83(1986)-  41 10 41.68199(N)    089 51 33.53157(W) AD(       ) 1
 MF1690  NAD 27      -  41 10 41.54900(N)    089 51 33.15000(W) AD(       ) 1
 MF1690
 MF1690.Superseded values are not recommended for survey control.
 MF1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1690.See file dsdata.txt to determine how the superseded data were derived.
 MF1690
 MF1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6016362486(NAD 83)
 MF1690_MARKER: DS = TRIANGULATION STATION DISK
 MF1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1690_STAMPING: ELMIRA 1935
 MF1690_MARK LOGO: CGS   
 MF1690_PROJECTION: FLUSH
 MF1690_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1690+STABILITY: SURFACE MOTION
 MF1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1690+SATELLITE: SATELLITE OBSERVATIONS - April 25, 1997
 MF1690
 MF1690  HISTORY     - Date     Condition        Report By
 MF1690  HISTORY     - 1935     MONUMENTED       CGS
 MF1690  HISTORY     - 1957     GOOD             CGS
 MF1690  HISTORY     - 19961212 GOOD             SECI
 MF1690  HISTORY     - 19970425 GOOD             NGS
 MF1690  HISTORY     - 19970903 GOOD             USPSQD
 MF1690
 MF1690                          STATION DESCRIPTION
 MF1690
 MF1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1690'THIS STATION IS ABOUT 6 MILES AIRLINE SE OF KEWANEE AND ABOUT
 MF1690'2 MILES AIRLINE W OF ELMIRA, IN THE NE 1/4 OF THE NW 1/4
 MF1690'SEC. 30, T 14 N, R 6 E, ON HIGHWAY RIGHT-OF-WAY AT THE JUNCTION
 MF1690'OF STATE ROUTES 93 AND 93A.  THE STATION MARK IS 63.5 FEET
 MF1690'S OF CENTER LINE OF ROUTE 93, 65 FEET W OF CENTER LINE OF
 MF1690'ROUTE 93A, 49 FEET SE OF HIGHWAY SIGN, 42 FEET NW OF N END
 MF1690'OF N AND S FENCE LINE, 41 FEET ESE OF FENCE CORNER AT E END
 MF1690'OF E AND W FENCE LINE, 13.5 FEET NE OF FENCE LINE AT NE
 MF1690'CORNER OF FIELD, 13 FEET NNE OF A HIGHWAY MARKER, A TILE
 MF1690'FILLED WITH CONCRETE WITH IRON PIN IN CENTER.  PROJECTING
 MF1690'4 INCHES.
 MF1690'
 MF1690'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MF1690'BRONZE DISKS SET IN CONCRETE.
 MF1690'
 MF1690'REFERENCE MARK NO. 1 IS NNE OF STATION, 37 FEET N OF CENTER
 MF1690'LINE OF ROUTE 93, 28 FEET W OF CENTER LINE OF GRAVEL ROAD
 MF1690'LEADING N, 6 FEET W OF HIGH LINE POLE, 5 FEET WSW OF FENCE
 MF1690'CORNER AT SE CORNER OF FIELD, 3 FEET S OF N RIGHT-OF-WAY
 MF1690'FENCE LINE.  PROJECTING 3 INCHES.
 MF1690'
 MF1690'REFERENCE MARK NO. 2 IS NW OF THE STATION, 38 FEET N OF CENTER
 MF1690'LINE OF ROUTE 93, 2 FEET S OF N RIGHT-OF-WAY FENCE LINE.
 MF1690'PROJECTING 4 INCHES.
 MF1690'
 MF1690'AZIMUTH MARK IS W OF THE STATION ON N SIDE OF ROUTE 93,
 MF1690'3 FEET N OF EDGE OF ROAD CUT, 2 FEET S OF N RIGHT-OF-WAY
 MF1690'FENCE LINE, 38 FEET N OF CENTER LINE OF ROAD.  PROJECTING
 MF1690'2 INCHES.
 MF1690'
 MF1690'STATION MAY BE REACHED BY FOLLOWING ROUTE 78 S FROM KEWANEE
 MF1690'ABOUT 4 MILES TO JUNCTION WITH ROUTE 93, THENCE E OF ROUTE
 MF1690'93 3.6 MILES TO JUNCTION WITH ROUTE 93A AND STATION.
 MF1690'
 MF1690'A 90 FOOT TOWER WILL CLEAR ALL LINES.
 MF1690
 MF1690                          STATION RECOVERY (1957)
 MF1690
 MF1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 MF1690'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 MF1690'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 MF1690'AND COMPLETE.
 MF1690
 MF1690                          STATION RECOVERY (1996)
 MF1690
 MF1690'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1690'RECOVERED AS DESCRIBED EXCEPT THAT ILLINOIS ROUTE 93A IS NOW ILLINOIS
 MF1690'ROUTE 91, AND THE FENCES AND THE HIGHWAY MARKER ARE NO LONGER THERE.
 MF1690'THE STATION IS LOCATED 63.1 FT (19.2 M) SOUTH OF THE CENTERLINE OF
 MF1690'ILLINOIS ROUTE 93 (EAST) AND ILLINOIS ROUTE 91 (WEST) (1400 N) , 63.7
 MF1690'FT (19.4 M) WEST OF ILLINOIS ROUTE 91 (SOUTH) (650 E) , 149.1 FT (45.4
 MF1690'M) SOUTHWEST OF A ROAD SIGN, 84.6 FT (25.8 M) SOUTHWEST OF A STOP
 MF1690'SIGN, 48.5 FT (14.8 M) SOUTHEAST OF A HIGHWAY SIGN, AND 2.6 FT (0.8 M)
 MF1690'SOUTHEAST OF A ROAD SIGN.
 MF1690
 MF1690                          STATION RECOVERY (1997)
 MF1690
 MF1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 MF1690'THE STATION IS ABOUT 6 MI (9.7 KM) SOUTHEAST OF KEWANEE AND 1.5 MI
 MF1690'(2.4 KM) WEST OF ELMIRA, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 MF1690'STATE ROUTES 91 AND 93, 19.4 M (63.6 FT) SOUTH OF THE CENTER OF ROUTE
 MF1690'93, 19.4 M (63.6 FT) WEST OF THE CENTER OF ROUTE 91, 31.6 M (103.7 FT)
 MF1690'NORTH-NORTHWEST OF A POWER POLE WITH GUY WIRE, 14.7 M (48.2 FT)
 MF1690'SOUTHEAST OF A HIGHWAY ROUTE MARKER SIGN, 0.7 M (2.3 FT) SOUTH OF
 MF1690'HIGHWAY ROAD SIGN 1400N/650E, AND 0.3 M (1.0 FT) NORTHEAST OF A
 MF1690'FIBERGLASS WITNESS POST.  NOTE--FOR GPS OBSERVATIONS, A TALL SETUP IS
 MF1690'REQUIRED TO CLEAR HIGHWAY ROAD SIGN.
 MF1690
 MF1690                          STATION RECOVERY (1997)
 MF1690
 MF1690'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3031 ***********************************************************************
 ME3031  DESIGNATION -  ELMWOOD PARK MUNICIPAL TANK
 ME3031  PID         -  ME3031
 ME3031  STATE/COUNTY-  IL/COOK
 ME3031  USGS QUAD   -  RIVER FOREST (1997)
 ME3031
 ME3031                         *CURRENT SURVEY CONTROL
 ME3031  ___________________________________________________________________
 ME3031* NAD 83(1997)-  41 55 26.68722(N)    087 48 42.69605(W)     ADJUSTED  
 ME3031* NAVD 88     -                                                        
 ME3031  ___________________________________________________________________
 ME3031  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 ME3031  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME3031
 ME3031  HORZ ORDER  -  THIRD
 ME3031
 ME3031.The horizontal coordinates were established by classical geodetic methods
 ME3031.and adjusted by the National Geodetic Survey in October 1999..
 ME3031
 ME3031
 ME3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3031
 ME3031.The geoid height was determined by GEOID03.
 ME3031
 ME3031;                    North         East     Units Scale Factor Converg.
 ME3031;SPC IL E     -   583,801.688   343,254.763   MT  0.99999801   +0 20 54.3
 ME3031;SPC IL E     - 1,915,356.04  1,126,161.67   sFT  0.99999801   +0 20 54.3
 ME3031;UTM  16      - 4,641,665.612   432,683.577   MT  0.99965576   -0 32 32.9
 ME3031
 ME3031                          SUPERSEDED SURVEY CONTROL
 ME3031
 ME3031  NAD 83(1997)-  41 55 26.68734(N)    087 48 42.69655(W) AD(       ) 4
 ME3031  NAD 83(1997)-  41 55 26.68878(N)    087 48 42.70935(W) AD(       ) 4
 ME3031  NAD 83(1986)-  41 55 26.69012(N)    087 48 42.70891(W) AD(       ) 4
 ME3031  NAD 27      -  41 55 26.57828(N)    087 48 42.49117(W) AD(       ) 3
 ME3031
 ME3031.Superseded values are not recommended for survey control.
 ME3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3031.See file dsdata.txt to determine how the superseded data were derived.
 ME3031
 ME3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3268441666(NAD 83)
 ME3031_MARKER: 53 = ELEVATED TANK
 ME3031
 ME3031  HISTORY     - Date     Condition        Report By
 ME3031  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3031  HISTORY     - 1959     GOOD             CGS
 ME3031  HISTORY     - 1977     GOOD             NGS
 ME3031  HISTORY     - 1989     GOOD             USPSQD
 ME3031
 ME3031                          STATION DESCRIPTION
 ME3031
 ME3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3031'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3031'TANK LOCATED 0.15
 ME3031'MILE SOUTHEAST OF THE INTERSECTION OF 75TH STREET AND GRAND AVENUE
 ME3031'AND ON THE SOUTH SIDE OF THE
 ME3031'RAILROAD TRACKS IN THE NORTHEAST SECTION OF ELMWOOD PARK.
 ME3031'IT IS A STEEL TANK SUPPORTED BY A SIX-LEGGED
 ME3031'STEEL STRUCTURE AND IS PAINTED SILVER WITH
 ME3031'THE NAME ELMWOOD PAINTED ON THE EAST AND WEST SIDES IN BLACK
 ME3031'LETTERS.  THE HEIGHT IS ABOUT 140
 ME3031'FEET.
 ME3031
 ME3031                          STATION RECOVERY (1959)
 ME3031
 ME3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HJB)
 ME3031'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 ME3031
 ME3031                          STATION RECOVERY (1977)
 ME3031
 ME3031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3031'THE STATION IS THE TOP CENTER OF THE WATER TANK IN THE
 ME3031'VILLAGE OF ELMWOOD PARK.  THE TANK HAS A CYLINDRICAL BODY
 ME3031'WITH A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM AND IS
 ME3031'SUPPORTED BY 6 TUBULAR LEGS.  IT IS WHITE IN COLOR AND HAS
 ME3031'ELMWOOD PARK IN BLACK LETTERS AND IS APPROXIMATELY 140
 ME3031'FEET HIGH.
 ME3031'
 ME3031'LOCATED IN THE NORTHEAST SECTION OF ELMWOOD PARK, 0.15 MILE
 ME3031'SOUTHEAST OF THE INTERSECTION OF NORTH 75TH STREET AND GRAND
 ME3031'AVENUE.  THE TANK IS ON THE SOUTH SIDE OF THE RAILROAD TRACKS.
 ME3031
 ME3031                          STATION RECOVERY (1989)
 ME3031
 ME3031'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3035 ***********************************************************************
 ME3035  DESIGNATION -  ELMWOOD PARK RAD STA WLEY MAST
 ME3035  PID         -  ME3035
 ME3035  STATE/COUNTY-  IL/COOK
 ME3035  USGS QUAD   -  RIVER FOREST (1997)
 ME3035
 ME3035                         *CURRENT SURVEY CONTROL
 ME3035  ___________________________________________________________________
 ME3035* NAD 83(1997)-  41 55 35.10450(N)    087 48 24.70739(W)     ADJUSTED  
 ME3035* NAVD 88     -                                                        
 ME3035  ___________________________________________________________________
 ME3035  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 ME3035  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME3035
 ME3035  HORZ ORDER  -  THIRD
 ME3035
 ME3035.The horizontal coordinates were established by classical geodetic methods
 ME3035.and adjusted by the National Geodetic Survey in October 1999..
 ME3035
 ME3035
 ME3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3035
 ME3035.The geoid height was determined by GEOID03.
 ME3035
 ME3035;                    North         East     Units Scale Factor Converg.
 ME3035;SPC IL E     -   584,063.916   343,667.645   MT  0.99999845   +0 21 06.4
 ME3035;SPC IL E     - 1,916,216.36  1,127,516.27   sFT  0.99999845   +0 21 06.4
 ME3035;UTM  16      - 4,641,921.301   433,100.343   MT  0.99965507   -0 32 20.9
 ME3035
 ME3035                          SUPERSEDED SURVEY CONTROL
 ME3035
 ME3035  NAD 83(1997)-  41 55 35.10462(N)    087 48 24.70789(W) AD(       ) 4
 ME3035  NAD 83(1997)-  41 55 35.10609(N)    087 48 24.72058(W) AD(       ) 4
 ME3035  NAD 83(1986)-  41 55 35.10745(N)    087 48 24.72015(W) AD(       ) 4
 ME3035  NAD 27      -  41 55 34.99756(N)    087 48 24.50626(W) AD(       ) 3
 ME3035
 ME3035.Superseded values are not recommended for survey control.
 ME3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3035.See file dsdata.txt to determine how the superseded data were derived.
 ME3035
 ME3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3310041921(NAD 83)
 ME3035_MARKER: 42 = RADIO/TV MAST
 ME3035
 ME3035  HISTORY     - Date     Condition        Report By
 ME3035  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3035  HISTORY     - 1977     GOOD             NGS
 ME3035  HISTORY     - 1989     GOOD             USPSQD
 ME3035
 ME3035                          STATION DESCRIPTION
 ME3035
 ME3035'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3035'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 ME3035'STATION WLEY
 ME3035'LOCATED AT THE NORTHWEST CRONER OF THE INTERSECTION OF 72ND COURT AND
 ME3035'HARLEM AVENUE ONE BLOCK NORTH
 ME3035'OF GRAND AVENUE IN THE NORTHEAST SECTION OF ELMWOOD PARK.
 ME3035'IT IS A THREE-LEGGED STEEL STRUCTURE 300 FEET
 ME3035'HIGH AND PAINTED IN ALTERNATE SECTIONS
 ME3035'OF ORANGE AND WHITE.
 ME3035
 ME3035                          STATION RECOVERY (1977)
 ME3035
 ME3035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3035'THE STATION IS THE LIGHT ON TOP AND IN THE CENTER OF THE
 ME3035'SKELETON STEEL TOWER OF WLEY RADIO STATION.  IT IS SUPPORTED
 ME3035'BY 3 ANGLE IRON, TRUSS-WORK LEGS AND IS ORANGE
 ME3035'AND WHITE IN COLOR.
 ME3035'
 ME3035'LOCATED IN THE NORTHEAST SECTION OF ELMWOOD PARK IN THE
 ME3035'NORTHWEST ANGLE OF THE INTERSECTION OF WEST ALTGELD STREET
 ME3035'AND HARLEM AVENUE, 70 FEET NORTH OF THE CENTERLINE OF
 ME3035'WEST ALTGELD STREET AND 145 FEET WEST OF THE CENTERLINE
 ME3035'OF NORTH HARLEM AVENUE.
 ME3035
 ME3035                          STATION RECOVERY (1989)
 ME3035
 ME3035'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3017 ***********************************************************************
 ME3017  DESIGNATION -  ELMWOOD PARK RAYTHEON CORP TK
 ME3017  PID         -  ME3017
 ME3017  STATE/COUNTY-  IL/COOK
 ME3017  USGS QUAD   -  RIVER FOREST (1997)
 ME3017
 ME3017                         *CURRENT SURVEY CONTROL
 ME3017  ___________________________________________________________________
 ME3017* NAD 83(1997)-  41 54 24.22835(N)    087 49 53.75600(W)     ADJUSTED  
 ME3017* NAVD 88     -                                                        
 ME3017  ___________________________________________________________________
 ME3017  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 ME3017  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME3017
 ME3017  HORZ ORDER  -  THIRD
 ME3017
 ME3017.The horizontal coordinates were established by classical geodetic methods
 ME3017.and adjusted by the National Geodetic Survey in October 1999..
 ME3017
 ME3017
 ME3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3017
 ME3017.The geoid height was determined by GEOID03.
 ME3017
 ME3017;                    North         East     Units Scale Factor Converg.
 ME3017;SPC IL E     -   581,864.902   341,628.747   MT  0.99999632   +0 20 06.4
 ME3017;SPC IL E     - 1,909,001.77  1,120,826.98   sFT  0.99999632   +0 20 06.4
 ME3017;UTM  16      - 4,639,754.987   431,028.211   MT  0.99965854   -0 33 19.7
 ME3017
 ME3017                          SUPERSEDED SURVEY CONTROL
 ME3017
 ME3017  NAD 83(1997)-  41 54 24.22845(N)    087 49 53.75650(W) AD(       ) 4
 ME3017  NAD 83(1997)-  41 54 24.22978(N)    087 49 53.76906(W) AD(       ) 4
 ME3017  NAD 83(1986)-  41 54 24.23105(N)    087 49 53.76863(W) AD(       ) 4
 ME3017  NAD 27      -  41 54 24.12017(N)    087 49 53.54964(W) AD(       ) 3
 ME3017
 ME3017.Superseded values are not recommended for survey control.
 ME3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3017.See file dsdata.txt to determine how the superseded data were derived.
 ME3017
 ME3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3102839755(NAD 83)
 ME3017_MARKER: 53 = ELEVATED TANK
 ME3017
 ME3017  HISTORY     - Date     Condition        Report By
 ME3017  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3017  HISTORY     - 1977     GOOD             NGS
 ME3017
 ME3017                          STATION DESCRIPTION
 ME3017
 ME3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3017'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3017'RAYTHEON
 ME3017'CORPORATION LOCATED ABOUT 0.15 MILE SOUTHEAST OF THE INTERSECTION OF
 ME3017'NORTH AVENUE (STATE HIGHWAY 64)
 ME3017'AND FIRST AVENUE AT THE SOUTHWEST EDGE OF ELMWOOD PARK.  IT
 ME3017'IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED
 ME3017'STEEL STRUCTURE PAINTED SILVER AND HAS A
 ME3017'RED OVAL AND WHITE NAME RAYTHEON PAINTED ON THE NORTH SIDE.
 ME3017'THE HEIGHT IS ABOUT 135 FEET.
 ME3017
 ME3017                          STATION RECOVERY (1977)
 ME3017
 ME3017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3017'THE STATION IS THE APEX OF THE VENT OF THE WATER TANK OF
 ME3017'POLK BROTHERS.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME
 ME3017'SHAPED TOP AND HEMISPHERICAL BOTTOM SUPPORTED BY 4 TUBULAR
 ME3017'LEGS.  IT IS WHITE IN COLOR WITH (POLK BROS.) IN BLACK LETTERS
 ME3017'AND APPROXIMATELY 135 FEET HIGH.
 ME3017'
 ME3017'LOCATED IN THE SOUTHWEST SECTION OF ELMWOOD PARK 0.15 MILES
 ME3017'SOUTHEAST OF THE INTERSECTION OF WEST NORTH AVENUE AND FIRST
 ME3017'AVENUE.  THE TANK IS LOCATED NEAR THE CENTRAL EAST FACE
 ME3017'OF THE BLOND BRICK FACTORY COMPLEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3068 ***********************************************************************
 ME3068  DESIGNATION -  ELMWOOD PARK UNITED CH CUPOLA
 ME3068  PID         -  ME3068
 ME3068  STATE/COUNTY-  IL/COOK
 ME3068  USGS QUAD   -  RIVER FOREST (1997)
 ME3068
 ME3068                         *CURRENT SURVEY CONTROL
 ME3068  ___________________________________________________________________
 ME3068* NAD 83(1997)-  41 56 03.72425(N)    087 49 13.79256(W)     ADJUSTED  
 ME3068* NAVD 88     -                                                        
 ME3068  ___________________________________________________________________
 ME3068  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 ME3068  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3068
 ME3068  HORZ ORDER  -  THIRD
 ME3068
 ME3068.The horizontal coordinates were established by classical geodetic methods
 ME3068.and adjusted by the National Geodetic Survey in October 1999..
 ME3068
 ME3068
 ME3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3068
 ME3068.The geoid height was determined by GEOID03.
 ME3068
 ME3068;                    North         East     Units Scale Factor Converg.
 ME3068;SPC IL E     -   584,940.058   342,531.435   MT  0.99999725   +0 20 33.8
 ME3068;SPC IL E     - 1,919,090.84  1,123,788.55   sFT  0.99999725   +0 20 33.8
 ME3068;UTM  16      - 4,642,814.700   431,978.279   MT  0.99965693   -0 32 54.0
 ME3068
 ME3068                          SUPERSEDED SURVEY CONTROL
 ME3068
 ME3068  NAD 83(1997)-  41 56 03.72436(N)    087 49 13.79303(W) AD(       ) 4
 ME3068  NAD 83(1997)-  41 56 03.72651(N)    087 49 13.80879(W) AD(       ) 4
 ME3068  NAD 83(1986)-  41 56 03.72764(N)    087 49 13.80741(W) AD(       ) 4
 ME3068  NAD 27      -  41 56 03.61490(N)    087 49 13.58322(W) AD(       ) 3
 ME3068
 ME3068.Superseded values are not recommended for survey control.
 ME3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3068.See file dsdata.txt to determine how the superseded data were derived.
 ME3068
 ME3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3197842815(NAD 83)
 ME3068_MARKER: 86 = CUPOLA
 ME3068
 ME3068  HISTORY     - Date     Condition        Report By
 ME3068  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3068
 ME3068                          STATION DESCRIPTION
 ME3068
 ME3068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3068'THE STATION IS THE BALL ATOP THE WHITE AND GREEN CUPOLA
 ME3068'ATOP THE BROWN BRICK TOWER OF THE UNITED METHODIST CHURCH
 ME3068'OF ELMWOOD PARK.  IT IS GREEN IN COLOR AND APPROXIMATELY 70
 ME3068'FEET HIGH.
 ME3068'
 ME3068'LOCATED IN THE NORTHWEST SECTION OF ELMWOOD PARK IN THE
 ME3068'NORTHWEST ANGLE OF THE INTERSECTION OF WEST WELLINGTON STREET
 ME3068'AND NORTH 77TH COURT.  THE TOWER IS ATTACHED TO THE SOUTHWEST
 ME3068'SIDE OF THE BROWN BRICK CHURCH BUILDING, 120 FEET WEST OF THE
 ME3068'CENTERLINE OF NORTH 77TH COURT AND 50 FEET NORTH OF THE
 ME3068'CENTERLINE OF WEST WELLINGTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0585 ***********************************************************************
 KB0585  DESIGNATION -  ELVIN
 KB0585  PID         -  KB0585
 KB0585  STATE/COUNTY-  IL/MACON
 KB0585  USGS QUAD   -  DECATUR (1975)
 KB0585
 KB0585                         *CURRENT SURVEY CONTROL
 KB0585  ___________________________________________________________________
 KB0585* NAD 83(1997)-  39 47 39.80098(N)    088 58 33.93268(W)     ADJUSTED  
 KB0585* NAVD 88     -       215.352  (meters)     706.53   (feet)  POSTED    
 KB0585  ___________________________________________________________________
 KB0585  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 KB0585  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KB0585  DYNAMIC HT  -         215.240 (meters)     706.17  (feet)  COMP
 KB0585  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 KB0585
 KB0585  HORZ ORDER  -  SECOND
 KB0585  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KB0585
 KB0585.The horizontal coordinates were established by classical geodetic methods
 KB0585.and adjusted by the National Geodetic Survey in October 1999..
 KB0585
 KB0585.The orthometric height was determined by differential leveling
 KB0585.and adjusted by the National Geodetic Survey in 1992..
 KB0585.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KB0585.rate of 0.0 thru 1.0 mm/km.
 KB0585
 KB0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0585
 KB0585.The geoid height was determined by GEOID03.
 KB0585
 KB0585.The dynamic height is computed by dividing the NAVD 88
 KB0585.geopotential number by the normal gravity value computed on the
 KB0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0585.degrees latitude (g = 980.6199 gals.).
 KB0585
 KB0585.The modeled gravity was interpolated from observed gravity values.
 KB0585
 KB0585;                    North         East     Units Scale Factor Converg.
 KB0585;SPC IL E     -   347,369.004   244,949.218   MT  1.00001230   -0 24 41.0
 KB0585;SPC IL E     - 1,139,659.81    803,637.56   sFT  1.00001230   -0 24 41.0
 KB0585;SPC IL W     -   347,837.737   801,967.348   MT  1.00006914   +0 45 43.5
 KB0585;SPC IL W     - 1,141,197.64  2,631,121.21   sFT  1.00006914   +0 45 43.5
 KB0585;UTM  16      - 4,406,804.615   330,810.381   MT  0.99995242   -1 15 54.2
 KB0585
 KB0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0585!SPC IL E     -   0.99997129  x   1.00001230  =   0.99998359
 KB0585!SPC IL W     -   0.99997129  x   1.00006914  =   1.00004043
 KB0585!UTM  16      -   0.99997129  x   0.99995242  =   0.99992371
 KB0585
 KB0585|---------------------------------------------------------------------|
 KB0585| PID    Reference Object                     Distance      Geod. Az  |
 KB0585|                                                           dddmmss.s |
 KB0585| CI7373 ELVIN RM                             10.860 METERS 22305     |
 KB0585|---------------------------------------------------------------------|
 KB0585
 KB0585                          SUPERSEDED SURVEY CONTROL
 KB0585
 KB0585  NAD 83(1986)-  39 47 39.80934(N)    088 58 33.92330(W) AD(       ) 2
 KB0585  NAD 27      -  39 47 39.67810(N)    088 58 33.65420(W) AD(       ) 2
 KB0585
 KB0585.Superseded values are not recommended for survey control.
 KB0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0585.See file dsdata.txt to determine how the superseded data were derived.
 KB0585
 KB0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3081006805(NAD 83)
 KB0585_MARKER: DS = TRIANGULATION STATION DISK
 KB0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0585_STAMPING: ELVIN 1920
 KB0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0585+STABILITY: SURFACE MOTION
 KB0585
 KB0585  HISTORY     - Date     Condition        Report By
 KB0585  HISTORY     - 1920     MONUMENTED       CGS
 KB0585  HISTORY     - 1949     GOOD             CGS
 KB0585  HISTORY     - 1959     MARK NOT FOUND   CGS
 KB0585  HISTORY     - 1961     GOOD             NGS
 KB0585  HISTORY     - 1970     SEE DESCRIPTION  PAS
 KB0585  HISTORY     - 1972     GOOD             ILDT
 KB0585  HISTORY     - 1976     GOOD             NGS
 KB0585  HISTORY     - 1976     GOOD             NGS
 KB0585
 KB0585                          STATION DESCRIPTION
 KB0585
 KB0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KB0585'STATION IS LOCATED ABOUT 1-1/2 MILES N OF ELVIN, ON THE W SIDE OF THE
 KB0585'ILLINOIS CENTRAL RAILROAD TRACK, 3/8 MILE S OF THE CROSSING OF
 KB0585'THE ROAD WHICH EXTENDS E FROM WALNUT GROVE SCHOOLHOUSE, ON THE BANK
 KB0585'OF A DEEP CUT, AND 7.08 METERS 23.25 FEET, W OF THE W AND
 KB0585'NEAREST RAIL. THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE
 KB0585'STANDARD BRONZE DISKS SET IN CONCRETE.
 KB0585'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK,
 KB0585'NEAR THE FENCE LINE, 10.86 METERS, 35.63 FEET, FROM THE
 KB0585'STATION, S 43 DEG 05 MIN W. THE ELEVATION OF THE STATION MARK
 KB0585'IS 215.581 METERS, 707.285 FEET.
 KB0585
 KB0585                          STATION RECOVERY (1949)
 KB0585
 KB0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MTB)
 KB0585'STATION IS 1900 FT. N OF TOWNSHIP-LINE ROAD COMMON TO WHEATLAND AND
 KB0585'DECATUR TOWNSHIPS. IT IS 1-1/4 MI. N OF ELVIN, AND
 KB0585'APPROXIMATELY 3/4 MI. S OF THE CROSSING OF THE ROAD WHICH EXTENDS E
 KB0585'FROM WALNUT GROVE SCHOOLHOUSE.
 KB0585'
 KB0585'DESCRIPTION IN REGARD TO RAILROAD IS SATISFACTORY.
 KB0585'
 KB0585'STATION MARK IS IN GOOD CONDITION. IT IS A BRONZE STATION DISK,
 KB0585'STAMPED ELVIN 1920.
 KB0585'
 KB0585'REFERENCE MARK IS LOOSE IN GROUND.
 KB0585
 KB0585                          STATION RECOVERY (1959)
 KB0585
 KB0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RLS)
 KB0585'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 KB0585
 KB0585                          STATION RECOVERY (1961)
 KB0585
 KB0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KB0585'1.2 MI N FROM ELWIN.
 KB0585'1-1/4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0585'ELWIN, MACON COUNTY, 3/4 MILE SOUTH OF THE CROSSING OF A ROAD
 KB0585'LEADING EAST FROM WALNUT GROVE SCHOOL, ABOUT 1900 FEET NORTH OF
 KB0585'THE TOWNSHIP=LINE ROAD COMMON TO WHEATLAND AND DECATUR TOWNSHIPS,
 KB0585'ON THE BANK OF A DEEP CUT, AND 8 YARDS WEST OF THE WEST RAIL.
 KB0585'SET IN THE TOP OF A CONCRETE POST.  THIS MARK WAS FOUND BUT IT
 KB0585'WAS NOT ANY GOOD AS A BENCH MARK.  IT IS SET IN THE SIDE OF THE
 KB0585'BANK AND HAS BEEN PULLED HALF WAY OUT OF THE GROUND AND LEANS
 KB0585'ABOUT 45 DEGREES TO THE EAST.  NOTE-- NOT LEVELED OVER IN 1961.
 KB0585
 KB0585                          STATION RECOVERY (1970)
 KB0585
 KB0585'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1970 (CM)
 KB0585'THE STATION MARK WAS FOUND AND THE POST WAS LEANING SHARPLY TO THE
 KB0585'EAST.  AN ATTEMPT WAS MADE TO RE-SET THE POST OVER THE UNDERGROUND
 KB0585'MARK, BUT IN DOING SO IT WAS DISCOVERED THAT THE CONCRETE FOR THE
 KB0585'UNDERGROUND MARK WAS FUSED TO THE CONCRETE OF THE SURFACE MARK.
 KB0585'THE TWO POSTS WERE THEN SEPARATED AND SET BACK IN THE SAME HOLE IN
 KB0585'A VERTICAL POSITION AS NEARLY AS POSSIBLE AND THE SURFACE MARK
 KB0585'WAS PLUMBED BACK OVER THE UNDERGROUND MARK.
 KB0585'
 KB0585'THE REFERENCE MARK WAS FOUND AND HAS BEEN HIT BY SOME TYPE OF
 KB0585'MACHINERY.  IT IS LEANING TO THE WEST.  THE DISTANCE FROM THE
 KB0585'STATION MARK IS 36.37 FEET.
 KB0585'
 KB0585'THE OLD DESCRIPTION IS ADEQUATE FOR FINDING STATION AND REFERENCE
 KB0585'MARK.
 KB0585
 KB0585                          STATION RECOVERY (1972)
 KB0585
 KB0585'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 KB0585'ELVIN 1920 RECOVERED GOOD.
 KB0585'
 KB0585'FOUND STATION 1,944 FT. NORTH OF TOWNSHIP LINE RD. COMMON TO
 KB0585'WHEAT LAND AND DECATUR TOWNSHIP INSTEAD OF 1,900 FT NORTH, ALSO
 KB0585'700 FEET NORTH OF R.R. MILE POST 748 OF ILLINOIS CENTRAL.
 KB0585
 KB0585                          STATION RECOVERY (1976)
 KB0585
 KB0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHS)
 KB0585'STATION WAS RECOVERED AS DESCRIBED BY PARK AERIAL SURVEYS IN
 KB0585'1970.  IT IS 36 FEET SOUTH-SOUTHEAST OF A POWER POLE, 22 FEET EAST
 KB0585'OF A FENCE AND 1 FOOT EAST OF A WITNESS POST.
 KB0585'
 KB0585'TO REACH FROM THE CROSSROAD IN ELWIN, GO NORTH ON U.S. HIGHWAY 51
 KB0585'FOR 0.8 MILE TO CROSSROAD.  CONTINUE NORTH FOR 0.35 MILE TO MARK
 KB0585'ON LEFT, ON WEST SIDE OF RAILROAD TRACKS.
 KB0585'
 KB0585'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 KB0585'
 KB0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 KB0585'OF ELWIN.
 KB0585
 KB0585                          STATION RECOVERY (1976)
 KB0585
 KB0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0585'THIS MARK WAS NOT LEVELED OVER IN 1961 OR 1969. IN 1970 IT WAS FOUND
 KB0585'LEANING BY PARK AERIAL SURVEYS AND THEY STRAIGHTENED IT AT THIS TIME.
 KB0585'SHOULD NOT BE USED FOR LEVELS. MARK IS 36 FEET SSE OF A POWER POLE,
 KB0585'22 FT EAST OF A FENCE ON TOP OF A CUT ON THE WEST SIDE OF THE
 KB0585'RAILROAD. FROM CROSSROAD IN ELWIN GO NORTH FOR 1.15 MILES TO MARK ON
 KB0585'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1341 ***********************************************************************
 KB1341  DESIGNATION -  ELWIN PAN PPL MICROWAVE
 KB1341  PID         -  KB1341
 KB1341  STATE/COUNTY-  IL/MACON
 KB1341  USGS QUAD   -  DECATUR (1975)
 KB1341
 KB1341                         *CURRENT SURVEY CONTROL
 KB1341  ___________________________________________________________________
 KB1341* NAD 83(1997)-  39 45 20.61633(N)    088 58 52.44621(W)     ADJUSTED  
 KB1341* NAVD 88     -                                                        
 KB1341  ___________________________________________________________________
 KB1341  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 KB1341  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KB1341
 KB1341  HORZ ORDER  -  THIRD
 KB1341
 KB1341.The horizontal coordinates were established by classical geodetic methods
 KB1341.and adjusted by the National Geodetic Survey in October 1999..
 KB1341
 KB1341
 KB1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1341
 KB1341.The geoid height was determined by GEOID03.
 KB1341
 KB1341;                    North         East     Units Scale Factor Converg.
 KB1341;SPC IL E     -   343,079.538   244,477.702   MT  1.00001294   -0 24 51.7
 KB1341;SPC IL E     - 1,125,586.78    802,090.59   sFT  1.00001294   -0 24 51.7
 KB1341;SPC IL W     -   343,539.276   801,583.720   MT  1.00006818   +0 45 29.4
 KB1341;SPC IL W     - 1,127,095.11  2,629,862.59   sFT  1.00006818   +0 45 29.4
 KB1341;UTM  16      - 4,402,522.899   330,275.068   MT  0.99995466   -1 16 02.4
 KB1341
 KB1341                          SUPERSEDED SURVEY CONTROL
 KB1341
 KB1341  NAD 83(1986)-  39 45 20.62424(N)    088 58 52.43701(W) AD(       ) 4
 KB1341  NAD 27      -  39 45 20.49425(N)    088 58 52.16206(W) AD(       ) 3
 KB1341
 KB1341.Superseded values are not recommended for survey control.
 KB1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1341.See file dsdata.txt to determine how the superseded data were derived.
 KB1341
 KB1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3027502523(NAD 83)
 KB1341_MARKER: 44 = MICROWAVE MAST
 KB1341
 KB1341  HISTORY     - Date     Condition        Report By
 KB1341  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1341
 KB1341                          STATION DESCRIPTION
 KB1341
 KB1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1341'ELWIN, PANHANDLE EASTERN PIPELINE COMPANY, MICROWAVE RELAY
 KB1341'MAST IS A TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, PAINTED
 KB1341'ALTERNATELY RED AND WHITE, WITH 2 REFLECTOR FANS AT THE TOP, AND
 KB1341'AN OVERALL HEIGHT OF 350 FEET.
 KB1341'
 KB1341'THE MAST IS LOCATED 1 MILE SOUTH OF ELWIN ALONG THE EAST SIDE
 KB1341'OF U.S. HIGHWAY 51.
 KB1341'
 KB1341'STATION IS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1414 ***********************************************************************
 MF1414  DESIGNATION -  ELWOOD
 MF1414  PID         -  MF1414
 MF1414  STATE/COUNTY-  IL/WILL
 MF1414  USGS QUAD   -  ELWOOD (1993)
 MF1414
 MF1414                         *CURRENT SURVEY CONTROL
 MF1414  ___________________________________________________________________
 MF1414* NAD 83(1997)-  41 23 35.67722(N)    088 05 19.14446(W)     ADJUSTED  
 MF1414* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 MF1414  ___________________________________________________________________
 MF1414  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MF1414  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1414
 MF1414  HORZ ORDER  -  FIRST
 MF1414
 MF1414.The horizontal coordinates were established by classical geodetic methods
 MF1414.and adjusted by the National Geodetic Survey in October 1999..
 MF1414
 MF1414.The orthometric height was scaled from a topographic map.
 MF1414
 MF1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1414
 MF1414.The geoid height was determined by GEOID03.
 MF1414
 MF1414;                    North         East     Units Scale Factor Converg.
 MF1414;SPC IL E     -   524,742.339   320,463.029   MT  0.99998015   +0 09 42.4
 MF1414;SPC IL E     - 1,721,592.16  1,051,385.79   sFT  0.99998015   +0 09 42.4
 MF1414;UTM  16      - 4,582,984.089   408,988.393   MT  0.99970194   -0 43 11.6
 MF1414
 MF1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1414!SPC IL E     -   0.99997177  x   0.99998015  =   0.99995193
 MF1414!UTM  16      -   0.99997177  x   0.99970194  =   0.99967372
 MF1414
 MF1414:                Primary Azimuth Mark                     Grid Az
 MF1414:SPC IL E     -  JOLIET COUNTY COURTHOUSE DOME            001 55 27.3
 MF1414:UTM  16      -  JOLIET COUNTY COURTHOUSE DOME            002 48 21.3
 MF1414
 MF1414|---------------------------------------------------------------------|
 MF1414| PID    Reference Object                     Distance      Geod. Az  |
 MF1414|                                                           dddmmss.s |
 MF1414| MF1348 JOLIET COUNTY COURTHOUSE DOME       APPROX.14.6 KM 0020509.7 |
 MF1414| ME2651 MANHATTAN MUNICIPAL TANK            APPROX. 9.1 KM 0694645.3 |
 MF1414| CI7374 ELWOOD RM 1                                        08605     |
 MF1414| MF1433 MINOOKA CHURCH SPIRE                APPROX.16.3 KM 2953703.0 |
 MF1414| MF1435 MINOOKA MUNICIPAL TANK              APPROX.16.1 KM 2954127.0 |
 MF1414| CI7375 ELWOOD RM 2                          40.460 METERS 34532     |
 MF1414| MF1342 JOLIET AM STEEL WIRE CO STK         APPROX.12.5 KM 3510900.1 |
 MF1414| CI8213 SCOTT ST MILL W STACK                              3594759.4 |
 MF1414| CI8212 SCOTT ST MILL E STACK                              3595225.6 |
 MF1414|---------------------------------------------------------------------|
 MF1414
 MF1414                          SUPERSEDED SURVEY CONTROL
 MF1414
 MF1414  NAD 83(1997)-  41 23 35.67725(N)    088 05 19.14544(W) AD(       ) 1
 MF1414  NAD 83(1986)-  41 23 35.67995(N)    088 05 19.15660(W) AD(       ) 1
 MF1414  NAD 27      -  41 23 35.56400(N)    088 05 18.94800(W) AD(       ) 1
 MF1414
 MF1414.Superseded values are not recommended for survey control.
 MF1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1414.See file dsdata.txt to determine how the superseded data were derived.
 MF1414
 MF1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0898882984(NAD 83)
 MF1414_MARKER: DS = TRIANGULATION STATION DISK
 MF1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1414
 MF1414  HISTORY     - Date     Condition        Report By
 MF1414  HISTORY     - 1930     MONUMENTED       CGS
 MF1414  HISTORY     - 1932     GOOD             CGS
 MF1414  HISTORY     - 1935     GOOD             ILGS
 MF1414  HISTORY     - 1944     SEE DESCRIPTION  CGS
 MF1414
 MF1414                          STATION DESCRIPTION
 MF1414
 MF1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF1414'STATION IS ABOUT 9 MILES S OF JOLIET, 1 MILE S AND 1 MILE E
 MF1414'OF ELWOOD 1 MILE SE OF A RIGHT-ANGLE BEND IN HIGHWAY 4, IN A
 MF1414'PLOT OF IDLE LAND IN THE NW 1/4 OF SEC. 33, T 33 N, R 10 E,
 MF1414'OWNED BY THE MACK DAIL ESTATE.  THE STATION IS IN A GROVE
 MF1414'OF TREES, NEAR THE FOUNDATIONS OF FORMER BUILDINGS, NONE OF
 MF1414'WHICH ARE NOW STANDING, ABOUT 1/2 MILE W OF A SCHOOL.  THE MARK
 MF1414'IS DEPRESSED 12 INCHES BELOW THE SURFACE, 48.0 METERS S OF
 MF1414'THE CENTER LINE OF THE ROAD, 26.54 METERS E OF A FENCE, AND
 MF1414'10.19 METERS N OF A FENCE.
 MF1414'
 MF1414'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1414'DISKS SET IN CONCRETE.
 MF1414'
 MF1414'REFERENCE MARK NO. 1, 4 INCHES ABOVE THE SURFACE, IS IN THE
 MF1414'NW CORNER OF A SCHOOLYARD WHICH IS IN THE SW CORNER OF A
 MF1414'CROSSROADS, 1/2 MILE E OF THE STATION.  THE MARK IS 32 METERS
 MF1414'NW OF THE NW CORNER OF THE SCHOOLHOUSE, 63 METERS W OF THE
 MF1414'CENTER LINE OF ONE ROAD, 10 METERS S OF THE OTHER, AND 1.30
 MF1414'METERS SE OF A FENCE CORNER.  REFERENCE MARK NO. 2, 4 INCHES
 MF1414'ABOVE, IS ON THE S SIDE OF THE ROAD JUST N OF THE STATION, IN
 MF1414'THE FENCE LINE, AND NEAR THE GATE TO THE UNUSED HOUSE LOT.  IT
 MF1414'IS 10.5 METERS S OF THE CENTER LINE OF THE ROAD, 17.35 METERS
 MF1414'E OF A FENCE, AND 0.47 METER S OF A FENCE.
 MF1414'
 MF1414'TO REACH FROM ELWOOD, WHICH IS A SMALL TOWN ON STATE HIGHWAY
 MF1414'4 S OF JOLIET, FOLLOW THE PAVED HIGHWAY 1 MILE E TO WHERE
 MF1414'IT TURNS N.  TAKE THE GRAVELED ROAD S 0.75 MILE, THEN E 0.4
 MF1414'MILE TO STATION.
 MF1414'
 MF1414'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF1414
 MF1414                          STATION RECOVERY (1932)
 MF1414
 MF1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RGA)
 MF1414'STATION RECOVERED AS DESCRIBED.
 MF1414
 MF1414                          STATION RECOVERY (1935)
 MF1414
 MF1414'RECOVERY NOTE BY ILLINOIS GEODETIC SURVEY 1935
 MF1414'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND THE
 MF1414'DESCRIPTION IS ADEQUATE.
 MF1414
 MF1414                          STATION RECOVERY (1944)
 MF1414
 MF1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1414'THIS STATION WAS NOT RECOVERED DUE TO REROUTING OF A HIGHWAY AND
 MF1414'CONSTRUCTION OF RAILROAD TRACKS IN THE DEVELOPMENT OF THE
 MF1414'ELWOOD ORDNANCE PLANT.  ALL MARKS HAVE BEEN DESTROYED.  A FOUR-HOUR
 MF1414'SEARCH WAS MADE AND ADJOINING FARM TENANTS INTERVIEWED, BUT
 MF1414'NO MARKS WERE RECOVERED.  A NEW STATION, ELWOOD 2, WAS
 MF1414'ESTABLISHED IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1412 ***********************************************************************
 MF1412  CBN         -  This is a Cooperative Base Network Control Station.
 MF1412  DESIGNATION -  ELWOOD 2 RESET
 MF1412  PID         -  MF1412
 MF1412  STATE/COUNTY-  IL/WILL
 MF1412  USGS QUAD   -  ELWOOD (1993)
 MF1412
 MF1412                         *CURRENT SURVEY CONTROL
 MF1412  ___________________________________________________________________
 MF1412* NAD 83(1997)-  41 23 36.57337(N)    088 05 18.88014(W)     ADJUSTED  
 MF1412* NAVD 88     -       212.9    (meters)     698.     (feet)  GPS OBS   
 MF1412  ___________________________________________________________________
 MF1412  X           -     159,832.490 (meters)                     COMP
 MF1412  Y           -  -4,789,276.609 (meters)                     COMP
 MF1412  Z           -   4,195,424.548 (meters)                     COMP
 MF1412  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MF1412  ELLIP HEIGHT-         179.90  (meters)          (10/15/04) GPS OBS
 MF1412  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1412
 MF1412  HORZ ORDER  -  B
 MF1412  ELLP ORDER  -  FOURTH    CLASS II
 MF1412
 MF1412.The horizontal coordinates were established by GPS observations
 MF1412.and adjusted by the National Geodetic Survey in July 1998..
 MF1412
 MF1412.The orthometric height was determined by GPS observations and a
 MF1412.high-resolution geoid model.
 MF1412
 MF1412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1412
 MF1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1412
 MF1412.The ellipsoidal height was determined by GPS observations
 MF1412.and is referenced to NAD 83.
 MF1412
 MF1412.The geoid height was determined by GEOID03.
 MF1412
 MF1412;                    North         East     Units Scale Factor Converg.
 MF1412;SPC IL E     -   524,770.002   320,469.092   MT  0.99998015   +0 09 42.6
 MF1412;SPC IL E     - 1,721,682.91  1,051,405.68   sFT  0.99998015   +0 09 42.6
 MF1412;UTM  16      - 4,583,011.648   408,994.878   MT  0.99970192   -0 43 11.4
 MF1412
 MF1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1412!SPC IL E     -   0.99997178  x   0.99998015  =   0.99995193
 MF1412!UTM  16      -   0.99997178  x   0.99970192  =   0.99967371
 MF1412
 MF1412|---------------------------------------------------------------------|
 MF1412| PID    Reference Object                     Distance      Geod. Az  |
 MF1412|                                                           dddmmss.s |
 MF1412| MF1416 ELWOOD 2 RM 3                        27.370 METERS 00001     |
 MF1412| CI7376 ELWOOD 2 RM 1                        40.754 METERS 04251     |
 MF1412| MF1418 ELWOOD 2 AZ MK                      APPROX. 0.9 KM 0884649.4 |
 MF1412| MF1415 ELWOOD ORD PLT WATER TANK 67 2      APPROX. 1.4 KM 1832559.8 |
 MF1412| CI7377 ELWOOD 2 RM 2                        41.534 METERS 26128     |
 MF1412| MF1421 WLWOOD JOL ARSENAL TK 503 3 5       APPROX. 5.5 KM 2665227.0 |
 MF1412|---------------------------------------------------------------------|
 MF1412
 MF1412                          SUPERSEDED SURVEY CONTROL
 MF1412
 MF1412  ELLIP H (07/17/98)  179.91   (m)                       GP(       ) 4 1
 MF1412  NAD 83(1986)-  41 23 36.57613(N)    088 05 18.89314(W) AD(       ) 1
 MF1412  NAD 83(1986)-  41 23 36.57621(N)    088 05 18.89702(W) AD(       ) 1
 MF1412  NAD 27      -  41 23 36.46100(N)    088 05 18.68700(W) AD(       ) 1
 MF1412  NGVD 29 (06/25/91)  212.9    (m)          698.     (f) GPS OBS        
 MF1412
 MF1412.Superseded values are not recommended for survey control.
 MF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1412.See file dsdata.txt to determine how the superseded data were derived.
 MF1412
 MF1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0899583012(NAD 83)
 MF1412_MARKER: DS = TRIANGULATION STATION DISK
 MF1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1412_SP_SET: CONCRETE POST
 MF1412_STAMPING: ELWOOD 2 1944 1960
 MF1412_MARK LOGO: NONE  
 MF1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1412+STABILITY: SURFACE MOTION
 MF1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1412+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF1412
 MF1412  HISTORY     - Date     Condition        Report By
 MF1412  HISTORY     - 1960     MONUMENTED       CGS
 MF1412  HISTORY     - 1960     GOOD             CGS
 MF1412  HISTORY     - 1960     GOOD             CGS
 MF1412  HISTORY     - 1970     GOOD             ILHD
 MF1412  HISTORY     - 1972     GOOD             BRADY
 MF1412  HISTORY     - 1972     GOOD             LOCSUR
 MF1412  HISTORY     - 19900827 GOOD             NGS
 MF1412  HISTORY     - 19970306 GOOD             NGS
 MF1412  HISTORY     - 19970505 GOOD             ASCPC
 MF1412  HISTORY     - 20000326 GOOD             SECI
 MF1412  HISTORY     - 20010410 GOOD             JCLS
 MF1412  HISTORY     - 20010418 GOOD             JCLS
 MF1412  HISTORY     - 200205   GOOD             ASCPC
 MF1412  HISTORY     - 20050725 GOOD             GEOSPC
 MF1412
 MF1412                          STATION DESCRIPTION
 MF1412
 MF1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FN)
 MF1412'STATION IS LOCATED ABOUT 3 MILES SE OF THE VILLAGE OF ELWOOD.
 MF1412'THE MARK IS SET ON THE HIGHWAY RIGHT-OF-WAY AT THE N EDGE OF
 MF1412'THE ELWOOD ORDNANCE PLANT.  IT IS 42 FEET S OF THE APPROXIMATE
 MF1412'CENTER LINE OF AN E-W MACADAM ROAD AND 18 FEET S OF A MESH WIRE
 MF1412'FENCE.  THE MARK IS STAMPED ELWOOD 2 1944 AND PROJECTS ABOUT
 MF1412'10 INCHES ABOVE THE GROUND.
 MF1412'
 MF1412'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 MF1412'DISKS SET IN CONCRETE.
 MF1412'
 MF1412'REFERENCE MARK 1 IS 133.76 FEET NE OF THE STATION, 53 FEET
 MF1412'N OF THE APPROXIMATE CENTER LINE OF ROAD, AND 1 FOOT S OF THE
 MF1412'RIGHT-OF-WAY FENCELINE.  IT IS STAMPED ELWOOD 2 NO 1 1944.
 MF1412'
 MF1412'REFERENCE MARK 2 IS 136.29 FEET W OF THE STATION, 63 FEET S OF
 MF1412'THE MACADAM ROAD, AND 1 FOOT N OF THE MESH WIRE FENCE.  IT IS
 MF1412'STAMPED ELWOOD 2 NO 2 1944.
 MF1412'
 MF1412'AZIMUTH MARK IS E OF THE STATION, AT THE W EDGE OF A YARD OF A
 MF1412'RURAL SCHOOL, AND AT THE NE CORNER OF THE MESH WIRE ENCLOSURE.
 MF1412'IT IS 12 FEET E OF THE NE FENCE CORNER, 102 FEET W OF THE FRAME
 MF1412'SCHOOL BUILDING, AND 59 FEET S OF THE APPROXMATE CENTER LINE
 MF1412'OF THE MACADAM ROAD.  IT IS STAMPED ELWOOD 2 1944.
 MF1412'
 MF1412'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE E EDGE
 MF1412'OF THE VILLAGE OF ELWOOD, GO E ON A PAVED ROAD FOR 0.2 MILE TO
 MF1412'ALTERNATE U.S. HIGHWAY 66, TURN RIGHT ON HIGHWAY 66 AND GO
 MF1412'1.0 MILE, TURN LEFT ON A MACADAM ROAD AND GO E FOR 1.55 MILES TO
 MF1412'THE STATION ON THE RIGHT.
 MF1412'
 MF1412'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON THE MACADAM
 MF1412'ROAD FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 MF1412'
 MF1412'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MF1412
 MF1412                          STATION RECOVERY (1960)
 MF1412
 MF1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1412'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 MF1412'CONDITION, WITH THE EXCEPTION OF THE STATION SURFACE MARK WHICH
 MF1412'WAS FOUND TILTED.  A NEW STATION SURFACE MARK WAS SET AND PLUMBED
 MF1412'OVER THE ORIGINAL UNDERGROUND MARK.  DUE TO A POWER LINE PASSING
 MF1412'OVER THE TRUE STATION, A NEW REFERENCE MARK NUMBER 3 WAS SET
 MF1412'AND OCCUPIED BY THIS PARTY.
 MF1412'
 MF1412'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MF1412'
 MF1412'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF THE
 MF1412'VILLAGE OF ELWOOD AND ALONG THE NORTH SIDE OF THE ELWOOD ORDNANCE
 MF1412'PLANT PROPERTY LINE.
 MF1412'
 MF1412'TO REACH FROM THE RAILROAD CROSSING AT THE EAST EDGE OF THE
 MF1412'VILLAGE OF ELWOOD, GO EAST ON A PAVED ROAD FOR 0.2 MILE TO ALTERNATE
 MF1412'U.S. HIGHWAY 66, TURN RIGHT ON HIGHWAY 66 FOR 1.0 MILE, TURN
 MF1412'LEFT, EAST, ON A MACADAM ROAD 1.55 MILES TO THE STATION ON
 MF1412'THE RIGHT.
 MF1412'
 MF1412'STATION MARK, A STANDARD STATION DISK SET IN TOP OF A 12 INCH
 MF1412'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 MF1412'GROUND AND IS STAMPED ELWOOD 2 1944 1960.  THE MARK IS 42 FEET
 MF1412'SOUTH OF THE CENTER OF ROAD, 17.7 FEET NORTH OF A FENCE,
 MF1412'17.2 FEET NORTH OF A WITNESS POST AND 10.6 FEET SOUTHEAST OF
 MF1412'A POWER LINE POLE.
 MF1412'
 MF1412'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 MF1412'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 MF1412'SURFACE OF THE GROUND AND IS STAMPED ELWOOD 2 NO 1 1944.  THE
 MF1412'MARK IS 53 FEET NORTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH
 MF1412'OF A FENCE.
 MF1412'
 MF1412'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 MF1412'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 MF1412'SURFACE OF THE GROUND AND IS STAMPED ELWOOD 2 NO 2 1944.
 MF1412'THE MARK IS 135 FEET WEST OF A WITNESS POST, 60 FEET
 MF1412'SOUTH OF THE CENTER OF ROAD AND 53 FEET SOUTHEAST OF A POWER
 MF1412'POLE.
 MF1412'
 MF1412'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 MF1412'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 MF1412'OF THE GROUND AND STAMPED ELWOOD 2 NO 3 1944 1960.  THE MARK
 MF1412'IS 107 FEET NORTH OF A WITNESS POST, 84 FEET NORTH OF A POWER
 MF1412'LINE POLE, 47 FEET NORTH OF THE CENTER OF ROAD AND 7 FEET SOUTH
 MF1412'OF A FENCE.
 MF1412'
 MF1412'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 MF1412'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 MF1412'GROUND AND IS STAMPED ELWOOD 2 1944.  THE MARK IS 59 FEET
 MF1412'SOUTH OF THE CENTER OF ROAD, 22 FEET WEST OF THE WEST EDGE OF
 MF1412'PARKING LOT, 13 FEET EAST-NORTHEAST OF A WITNESS POST AND
 MF1412'12 FEET EAST-NORTHEAST OF A FENCE CORNER.
 MF1412'
 MF1412'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.55
 MF1412'MILE TO THE MARK ON THE RIGHT OR SOUTH SIDE OF ROAD.
 MF1412'
 MF1412'A TRAVERSE CONNECTION WAS MADE FROM ELWOOD 2 TO REFERENCE MARK
 MF1412'NO. 3.  THE DISTANCE IS AS SHOWN ABOVE.
 MF1412'
 MF1412'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1412
 MF1412                          STATION RECOVERY (1960)
 MF1412
 MF1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 MF1412'RECOVERED IN GOOD CONDITION.
 MF1412
 MF1412                          STATION RECOVERY (1970)
 MF1412
 MF1412'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 MF1412'RECOVERED BY IL DIV OF HWYS
 MF1412'
 MF1412'ELWOOD 2 1944 1960-GOOD
 MF1412'
 MF1412'ELWOOD 2 NO 1 1944-GOOD
 MF1412'
 MF1412'ELWOOD 2 NO 2 1944-GOOD
 MF1412'
 MF1412'ELWOOD 2 NO 3 1944 1960-GOOD
 MF1412'
 MF1412'ELWOOD 2 1944-GOOD
 MF1412'
 MF1412'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 MF1412
 MF1412                          STATION RECOVERY (1972)
 MF1412
 MF1412'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ)
 MF1412'RECOVERED BY BRADY LAND SURVEYING INC.
 MF1412'
 MF1412'ELWOOD 2 1944-GOOD
 MF1412'
 MF1412'ELWOOD 2 NO 1 1944-GOOD
 MF1412'
 MF1412'ELWOOD 2 NO 2 1944-WAS UNABLE TO RECOVER THIS MARK
 MF1412'
 MF1412'ELWOOD 2 NO 3 1944 1960-GOOD
 MF1412'
 MF1412'ELWOOD 2 1944 (AZIMUTH)-GOOD
 MF1412
 MF1412                          STATION RECOVERY (1972)
 MF1412
 MF1412'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1412'ALL MARKS RECOVERED IN GOOD COND. AS DESCRIBED.
 MF1412'
 MF1412'HORIZONTAL GEODETIC DISTANCE FROM R.M. 3 TO AZ MARK IS 2853.35 FT
 MF1412'(MEAS. WITH LASER RANGER AS PART OF A TRAVERSE FROM ELWOOD 2
 MF1412'TO LENOX)
 MF1412
 MF1412                          STATION RECOVERY (1990)
 MF1412
 MF1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MF1412'STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTH OF JOLIET, ALONG THE NOR
 MF1412'TH EGE OF THE JOLIET ARMY AMMUNITION PLANT, IN A GRASS STRIP BETWEEN
 MF1412'THE PERIMETER FENCE AND A HIGHWAY, ON ROAD RIGHT-OF-WAY, ON THE NORTH
 MF1412'EDGE OF SECTION 33, T 34 N, R 10 E. OWNERSHIP--STATE DEPARTMENT OF
 MF1412'TRANSPORTATION.
 MF1412'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY
 MF1412'53 (EXIT 132A) ON THE SOUTH SIDE OF JOLIET, GO SOUTH ON HIGHWAY 53
 MF1412'FOR 9.05 KM (5.62 MI) TO A PAVED CROSSROAD JUST PAST A CONCRETE
 MF1412'BRIDGE (MANHATTAN ROAD).  CONTINUE SOUTHWEST ON HIGHWAY 53 FOR 5.25
 MF1412'KM (3.26 MI) TO A PAVED CROSSROAD AT BLINKER LIGHT (ABOUT 1.3 KM
 MF1412'(0.8 MI) SOUTH OF ELWOOD).  TURN LEFT, EAST, ON HOLT ROAD FOR 1.62 KM
 MF1412'(1.01 MI) TO A PAVED ROAD LEFT (COLDWATER ROAD).  CONTINUE EAST FOR
 MF1412'0.69 KM (0.43 MI) TO TOP OF GRADE AND STATION ON THE RIGHT.
 MF1412'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 1 CM
 MF1412'BELOW GROUND.  IT IS 12.8 M (42.0 FT) SOUTH OF, AND SLIGHTLY HIGHER
 MF1412'THAN THE ROAD CENTER, 5.4 M (17.7 FT) NORTH OF A FIBERGLASS WITNESS
 MF1412'POST IN THE CHAINLINK FENCE, AND 3.1 M (10.2 FT) SOUTHEAST OF A
 MF1412'UTILITY POLE.
 MF1412
 MF1412                          STATION RECOVERY (1997)
 MF1412
 MF1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 MF1412'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH OF JOLIET, 1.5 MI
 MF1412'(2.4 KM) SOUTHEAST OF ELWOOD, ALONG THE NORTH EDGE OF THE JOLIET ARMY
 MF1412'AMMUNITION PLANT, IN A GRASS STRIP BETWEEN THE PERIMETER FENCE AND A
 MF1412'HIGHWAY, ON ROAD RIGHT-OF-WAY.  TO REACH FROM THE JUNCTION OF
 MF1412'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 53 (EXIT 132A) ON THE SOUTH
 MF1412'SIDE OF JOLIET, GO SOUTH ON HIGHWAY 53 FOR 5.6 MI (9.0 KM) TO A PAVED
 MF1412'CROSSROAD JUST PAST A CONCRETE BRIDGE, MANHATTAN ROAD.  CONTINUE
 MF1412'SOUTHWEST ON HIGHWAY 53 FOR 3.25 MI (5.23 KM) TO A PAVED CROSSROAD
 MF1412'ABOUT 0.8 MI (1.3 KM) SOUTH OF ELWOOD, TURN LEFT, EAST, ON HOFF ROAD
 MF1412'FOR 1.0 MI (1.6 KM) TO A PAVED ROAD LEFT, COLDWATER ROAD.  CONTINUE
 MF1412'EAST FOR 0.45 MI (0.72 KM) TO TOP OF GRADE AND STATION ON THE RIGHT.
 MF1412'IT IS 12.8 M (42.0 FT) SOUTH OF THE CENTER OF THE ROAD, 3.1 M (10.2
 MF1412'FT) SOUTHEAST OF A POWER POLE, AND 5.4 M (17.7 FT) NORTH OF A
 MF1412'FIBERGLASS WITNESS POST IN THE CHAINLINK FENCE LINE.
 MF1412
 MF1412                          STATION RECOVERY (1997)
 MF1412
 MF1412'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 MF1412'RECOVERY NOTE. RECOVERED IN GOOD CONDITION AS DESCRIBED IN PREVIOUS
 MF1412'DESCRIPTION.
 MF1412
 MF1412                          STATION RECOVERY (2000)
 MF1412
 MF1412'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 MF1412'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION
 MF1412'
 MF1412
 MF1412                          STATION RECOVERY (2001)
 MF1412
 MF1412'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 MF1412'RECOVERED IN GOOD CONDITION.
 MF1412
 MF1412                          STATION RECOVERY (2001)
 MF1412
 MF1412'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 MF1412'RECOVERED IN GOOD CONDITION.
 MF1412
 MF1412                          STATION RECOVERY (2002)
 MF1412
 MF1412'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1412'RECOVERED AS DESCRIBED
 MF1412' 
 MF1412'
 MF1412
 MF1412                          STATION RECOVERY (2005)
 MF1412
 MF1412'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF1412'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1416 ***********************************************************************
 MF1416  DESIGNATION -  ELWOOD 2 RM 3
 MF1416  PID         -  MF1416
 MF1416  STATE/COUNTY-  IL/WILL
 MF1416  USGS QUAD   -  ELWOOD (1993)
 MF1416
 MF1416                         *CURRENT SURVEY CONTROL
 MF1416  ___________________________________________________________________
 MF1416* NAD 83(1997)-  41 23 37.46054(N)    088 05 18.87984(W)     ADJUSTED  
 MF1416* NAVD 88     -       211.1    (meters)     693.     (feet)  VERTCON   
 MF1416  ___________________________________________________________________
 MF1416  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MF1416  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1416
 MF1416  HORZ ORDER  -  SECOND
 MF1416
 MF1416.The horizontal coordinates were established by classical geodetic methods
 MF1416.and adjusted by the National Geodetic Survey in October 1999..
 MF1416
 MF1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1416
 MF1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1416
 MF1416.The geoid height was determined by GEOID03.
 MF1416
 MF1416;                    North         East     Units Scale Factor Converg.
 MF1416;SPC IL E     -   524,797.371   320,469.021   MT  0.99998015   +0 09 42.6
 MF1416;SPC IL E     - 1,721,772.71  1,051,405.45   sFT  0.99998015   +0 09 42.6
 MF1416;UTM  16      - 4,583,039.007   408,995.229   MT  0.99970192   -0 43 11.5
 MF1416
 MF1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1416!SPC IL E     -   0.99997206  x   0.99998015  =   0.99995221
 MF1416!UTM  16      -   0.99997206  x   0.99970192  =   0.99967399
 MF1416
 MF1416|---------------------------------------------------------------------|
 MF1416| PID    Reference Object                     Distance      Geod. Az  |
 MF1416|                                                           dddmmss.s |
 MF1416| CI7376 ELWOOD 2 RM 1                        27.830 METERS 08449     |
 MF1416| MF1418 ELWOOD 2 AZ MK                      APPROX. 0.9 KM 0903457.7 |
 MF1416| MF1412 ELWOOD 2 RESET                       27.370 METERS 18001     |
 MF1416| MF1415 ELWOOD ORD PLT WATER TANK 67 2      APPROX. 1.5 KM 1832211.5 |
 MF1416| CI7377 ELWOOD 2 RM 2                        53.025 METERS 23047     |
 MF1416| MF1423 ELWOOD JOL ARSENAL TK 503 3 1       APPROX. 5.7 KM 2620331.2 |
 MF1416| MF1421 WLWOOD JOL ARSENAL TK 503 3 5       APPROX. 5.5 KM 2663514.5 |
 MF1416| MF1424 ELWOOD JOL ARSENAL TK 503 3 6       APPROX. 4.8 KM 2682909.5 |
 MF1416| MF1437 DRESDEN NUCLEAR POWER STA STK       APPROX.15.0 KM 2683118.6 |
 MF1416|---------------------------------------------------------------------|
 MF1416
 MF1416                          SUPERSEDED SURVEY CONTROL
 MF1416
 MF1416  NAD 83(1997)-  41 23 37.46054(N)    088 05 18.87984(W) AD(       ) 2
 MF1416  NAD 83(1986)-  41 23 37.46337(N)    088 05 18.89671(W) AD(       ) 2
 MF1416  NAD 27      -  41 23 37.34740(N)    088 05 18.68650(W) AD(       ) 2
 MF1416  NGVD 29 (07/19/86)  211.2    (m)          693.     (f) VERT ANG       
 MF1416
 MF1416.Superseded values are not recommended for survey control.
 MF1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1416.See file dsdata.txt to determine how the superseded data were derived.
 MF1416
 MF1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0899583039(NAD 83)
 MF1416_MARKER: DR = REFERENCE MARK DISK
 MF1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1416
 MF1416  HISTORY     - Date     Condition        Report By
 MF1416  HISTORY     - 1960     MONUMENTED       CGS
 MF1416
 MF1416                          STATION DESCRIPTION
 MF1416
 MF1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1416'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF THE
 MF1416'VILLAGE OF ELWOOD AND ALONG THE NORTH SIDE OF THE ELWOOD
 MF1416'ORDNANCE PLANT PROPERTY LINE.
 MF1416'
 MF1416'TO REACH FROM THE RAILROAD CROSSING AT THE EAST EDGE OF THE
 MF1416'VILLAGE OF ELWOOD, GO EAST ON PAVED ROAD FOR 0.2 MILE TO ALTERNATE
 MF1416'U.S. HIGHWAY 66, TURN RIGHT ON U.S. HIGHWAY 66 FOR 1.0 MILE,
 MF1416'TURN LEFT, EAST, ON MACADAM ROAD FOR 1.55 MILES TO THE STATION
 MF1416'ON THE LEFT OR NORTH SIDE OF THE ROAD.
 MF1416'
 MF1416'STATION MARK, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 MF1416'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MF1416'OF THE GROUND AND IS STAMPED ELWOOD 2 NO 3 1944 1960.  THE MARK
 MF1416'IS 107 FEET NORTH OF A WITNESS POST, 84 FEET NORTH OF A POWER
 MF1416'POLE, 47 FEET NORTH OF THE CENTER OF ROAD AND 7 FEET SOUTH OF
 MF1416'A FENCE.
 MF1416'
 MF1416'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 MF1416'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 MF1416'THE SURFACE OF THE GROUND AND IS STAMPED ELWOOD 2 NO 1 1944.
 MF1416'THE MARK IS 53 FEET NORTH OF THE CENTER OF ROAD AND 1 FOOT
 MF1416'SOUTH OF A FENCE.
 MF1416'
 MF1416'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 MF1416'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 MF1416'THE SURFACE OF THE GROUND AND IS STAMPED ELWOOD 2 NO 2 1944.
 MF1416'THE MARK IS 135 FEET WEST OF A WITNESS POST, 60 FEET SOUTH OF
 MF1416'THE CENTER OF ROAD AND 53 FEET SOUTHEAST OF A POWER POLE.
 MF1416'
 MF1416'ELWOOD 2, A STANDARD STATION DISK SET IN TOP OF A 12 INCH
 MF1416'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 MF1416'GROUND AND IS STAMPED ELWOOD 2 1944 1960.  THE MARK IS 42 FEET
 MF1416'SOUTH OF THE CENTER OF ROAD, 17.2 FEET NORTH OF A WITNESS POST
 MF1416'AND 10.6 FEET SOUTHEAST OF A POWER POLE AND 17.7 FEET NORTH
 MF1416'OF A FENCE.
 MF1416'
 MF1416'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 MF1416'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 MF1416'GROUND AND IS STAMPED ELWOOD 2 1944.  THE MARK IS 59 FEET SOUTH
 MF1416'OF THE CENTER OF ROAD, 22 FEET WEST OF THE WEST EDGE OF A PARKING
 MF1416'LOT, 13 FEET EAST-NORTHEAST OF A WITNESS POST AND 12 FEET
 MF1416'EAST-NORTHEAST OF A FENCE CORNER.
 MF1416'
 MF1416'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.55
 MF1416'MILE TO THE MARK ON THE RIGHT OR SOUTH SIDE OF ROAD.
 MF1416'
 MF1416'A TRAVERSE CONNECTION WAS MADE FROM ELWOOD 2 TO ELWOOD 2 R.M.
 MF1416'3.  THE DISTANCE IS SHOWN ABOVE.
 MF1416'
 MF1416'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1423 ***********************************************************************
 MF1423  DESIGNATION -  ELWOOD JOL ARSENAL TK 503 3 1
 MF1423  PID         -  MF1423
 MF1423  STATE/COUNTY-  IL/WILL
 MF1423  USGS QUAD   -  CHANNAHON (1993)
 MF1423
 MF1423                         *CURRENT SURVEY CONTROL
 MF1423  ___________________________________________________________________
 MF1423* NAD 83(1997)-  41 23 11.82377(N)    088 09 22.22743(W)     ADJUSTED  
 MF1423* NAVD 88     -                                                        
 MF1423  ___________________________________________________________________
 MF1423  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 MF1423  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF1423
 MF1423  HORZ ORDER  -  THIRD
 MF1423
 MF1423.The horizontal coordinates were established by classical geodetic methods
 MF1423.and adjusted by the National Geodetic Survey in October 1999..
 MF1423
 MF1423
 MF1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1423
 MF1423.The geoid height was determined by GEOID03.
 MF1423
 MF1423;                    North         East     Units Scale Factor Converg.
 MF1423;SPC IL E     -   523,992.723   314,817.505   MT  0.99997770   +0 07 01.7
 MF1423;SPC IL E     - 1,719,132.79  1,032,863.76   sFT  0.99997770   +0 07 01.7
 MF1423;UTM  16      - 4,582,321.606   403,333.533   MT  0.99971500   -0 45 52.0
 MF1423
 MF1423                          SUPERSEDED SURVEY CONTROL
 MF1423
 MF1423  NAD 83(1997)-  41 23 11.82396(N)    088 09 22.22690(W) AD(       ) 4
 MF1423  NAD 83(1986)-  41 23 11.82718(N)    088 09 22.24412(W) AD(       ) 4
 MF1423  NAD 27      -  41 23 11.71300(N)    088 09 22.02300(W) AD(       ) 3
 MF1423
 MF1423.Superseded values are not recommended for survey control.
 MF1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1423.See file dsdata.txt to determine how the superseded data were derived.
 MF1423
 MF1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0333482322(NAD 83)
 MF1423_MARKER: 53 = ELEVATED TANK
 MF1423
 MF1423  HISTORY     - Date     Condition        Report By
 MF1423  HISTORY     - 1960     FIRST OBSERVED   CGS
 MF1423  HISTORY     - 1976     GOOD             ALSTER
 MF1423
 MF1423                          STATION DESCRIPTION
 MF1423
 MF1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1423'STATION IS LOCATED IN THE KANKAKEE UNIT JOLIET ARSENAL, ABOUT
 MF1423'2-1/2 MILES SOUTHWEST OF ELWOOD, ABOUT 3/4 MILE SOUTHWEST OF THE
 MF1423'MAIN GATE AND JUST WEST OF NO. 1 ACID AREA.
 MF1423'
 MF1423'TO REACH FROM THE MAIN GATE, GO WEST 0.5 MILE TO DIAGONAL
 MF1423'CROSSROAD, TURN LEFT AND GO SOUTHERLY 0.55 MILE TO TANK ON
 MF1423'RIGHT.
 MF1423'
 MF1423'THE TANK IS PAINTED SILVER, IS SUPPORTED BY SIX LEGS AND IS
 MF1423'APPROXIMATELY 100 FEET HIGH.
 MF1423'
 MF1423'POINT INTERSECTED WAS TOP AND CENTER.
 MF1423
 MF1423                          STATION RECOVERY (1976)
 MF1423
 MF1423'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (TCH)
 MF1423'DESCRIPTION AND WATER TANK O.K.
 MF1423'
 MF1423'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ELWOOD KANKAKEE UNIT
 MF1423'JOLIET ARSENAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1424 ***********************************************************************
 MF1424  DESIGNATION -  ELWOOD JOL ARSENAL TK 503 3 6
 MF1424  PID         -  MF1424
 MF1424  STATE/COUNTY-  IL/WILL
 MF1424  USGS QUAD   -  CHANNAHON (1993)
 MF1424
 MF1424                         *CURRENT SURVEY CONTROL
 MF1424  ___________________________________________________________________
 MF1424* NAD 83(1997)-  41 23 33.29100(N)    088 08 45.77065(W)     ADJUSTED  
 MF1424* NAVD 88     -                                                        
 MF1424  ___________________________________________________________________
 MF1424  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MF1424  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1424
 MF1424  HORZ ORDER  -  THIRD
 MF1424
 MF1424.The horizontal coordinates were established by classical geodetic methods
 MF1424.and adjusted by the National Geodetic Survey in October 1999..
 MF1424
 MF1424
 MF1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1424
 MF1424.The geoid height was determined by GEOID03.
 MF1424
 MF1424;                    North         East     Units Scale Factor Converg.
 MF1424;SPC IL E     -   524,656.760   315,663.082   MT  0.99997802   +0 07 25.8
 MF1424;SPC IL E     - 1,721,311.39  1,035,637.96   sFT  0.99997802   +0 07 25.8
 MF1424;UTM  16      - 4,582,972.383   404,189.002   MT  0.99971297   -0 45 28.2
 MF1424
 MF1424                          SUPERSEDED SURVEY CONTROL
 MF1424
 MF1424  NAD 83(1997)-  41 23 33.29117(N)    088 08 45.76990(W) AD(       ) 4
 MF1424  NAD 83(1986)-  41 23 33.29430(N)    088 08 45.78720(W) AD(       ) 4
 MF1424  NAD 27      -  41 23 33.18000(N)    088 08 45.57000(W) AD(       ) 3
 MF1424
 MF1424.Superseded values are not recommended for survey control.
 MF1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1424.See file dsdata.txt to determine how the superseded data were derived.
 MF1424
 MF1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0418982972(NAD 83)
 MF1424_MARKER: 53 = ELEVATED TANK
 MF1424
 MF1424  HISTORY     - Date     Condition        Report By
 MF1424  HISTORY     - 1960     FIRST OBSERVED   CGS
 MF1424  HISTORY     - 1976     GOOD             ALSTER
 MF1424
 MF1424                          STATION DESCRIPTION
 MF1424
 MF1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1424'STATION IS LOCATED IN THE KANKAKEE UNIT JOLIET ARSENAL,
 MF1424'ABOUT 2.0 MILES SOUTHWEST OF ELWOOD AND 0.1 MILE WEST OF THE MAIN
 MF1424'GATE.
 MF1424'
 MF1424'TO REACH FROM THE MAIN GATE, GO WEST 0.1 MILE TO WATER TANK ON
 MF1424'RIGHT IN THE NORTHWEST ANGLE OF BASE LINE AND HOF ROADS.
 MF1424'
 MF1424'THE TANK IS PAINTED SILVER, IS SUPPORTED BY FOUR LEGS AND IS
 MF1424'APPROXIMATELY 140 FEET HIGH.
 MF1424'
 MF1424'POINT INTERSECTED WAS TOP AND CENTER.
 MF1424
 MF1424                          STATION RECOVERY (1976)
 MF1424
 MF1424'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (TCH)
 MF1424'DESCRIPTION AND WATER TANK O.K.
 MF1424'
 MF1424'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ELWOOD KANKAKEE UNIT
 MF1424'JOLIET ARSENAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1415 ***********************************************************************
 MF1415  DESIGNATION -  ELWOOD ORD PLT WATER TANK 67 2
 MF1415  PID         -  MF1415
 MF1415  STATE/COUNTY-  IL/WILL
 MF1415  USGS QUAD   -  ELWOOD (1993)
 MF1415
 MF1415                         *CURRENT SURVEY CONTROL
 MF1415  ___________________________________________________________________
 MF1415* NAD 83(1997)-  41 22 49.76011(N)    088 05 22.60900(W)     ADJUSTED  
 MF1415* NAVD 88     -                                                        
 MF1415  ___________________________________________________________________
 MF1415  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MF1415  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF1415
 MF1415  HORZ ORDER  -  THIRD
 MF1415
 MF1415.The horizontal coordinates were established by classical geodetic methods
 MF1415.and adjusted by the National Geodetic Survey in October 1999..
 MF1415
 MF1415
 MF1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1415
 MF1415.The geoid height was determined by GEOID03.
 MF1415
 MF1415;                    North         East     Units Scale Factor Converg.
 MF1415;SPC IL E     -   523,325.585   320,386.529   MT  0.99998011   +0 09 40.0
 MF1415;SPC IL E     - 1,716,944.02  1,051,134.80   sFT  0.99998011   +0 09 40.0
 MF1415;UTM  16      - 4,581,569.073   408,890.131   MT  0.99970216   -0 43 13.2
 MF1415
 MF1415                          SUPERSEDED SURVEY CONTROL
 MF1415
 MF1415  NAD 83(1997)-  41 22 49.75980(N)    088 05 22.60908(W) AD(       ) 4
 MF1415  NAD 83(1986)-  41 22 49.76304(N)    088 05 22.62601(W) AD(       ) 4
 MF1415  NAD 27      -  41 22 49.65000(N)    088 05 22.41400(W) AD(       ) 3
 MF1415
 MF1415.Superseded values are not recommended for survey control.
 MF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1415.See file dsdata.txt to determine how the superseded data were derived.
 MF1415
 MF1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0889081569(NAD 83)
 MF1415_MARKER: 53 = ELEVATED TANK
 MF1415
 MF1415  HISTORY     - Date     Condition        Report By
 MF1415  HISTORY     - 1960     FIRST OBSERVED   CGS
 MF1415
 MF1415                          STATION DESCRIPTION
 MF1415
 MF1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1415'STATION IS LOCATED IN THE ELWOOD ORDNANCE PLANT AREA, ABOUT
 MF1415'3-1/2 MILES EAST-SOUTHEAST OF ELWOOD AND ABOUT 1.0 MILE
 MF1415'EAST-SOUTHEAST OF GATE 17.
 MF1415'
 MF1415'TO REACH FROM GATE 17, GO SOUTH 0.05 MILE TO SIDE ROAD LEFT,
 MF1415'TURN LEFT AND GO EAST 1.0 MILE TO T-INTERSECTION, TURN RIGHT
 MF1415'GO SOUTH 0.15 MILE TO TANK ON RIGHT AS DESCRIBED.
 MF1415'
 MF1415'THE TANK IS PAINTED SILVER, IS SUPPORTED BY SIX LEGS AND IS
 MF1415'APPROXIMATELY 100 FEET HIGH.
 MF1415'
 MF1415'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0536 ***********************************************************************
 KB0536  DESIGNATION -  EMERY RM 3
 KB0536  PID         -  KB0536
 KB0536  STATE/COUNTY-  IL/MACON
 KB0536  USGS QUAD   -  FORSYTH (1975)
 KB0536
 KB0536                         *CURRENT SURVEY CONTROL
 KB0536  ___________________________________________________________________
 KB0536* NAD 83(1986)-  39 58 03.     (N)    088 57 00.     (W)     SCALED    
 KB0536* NAVD 88     -       211.320  (meters)     693.31   (feet)  ADJUSTED  
 KB0536  ___________________________________________________________________
 KB0536  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KB0536  DYNAMIC HT  -         211.210 (meters)     692.94  (feet)  COMP
 KB0536  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 KB0536
 KB0536  VERT ORDER  -  FIRST     CLASS I
 KB0536
 KB0536.The horizontal coordinates were scaled from a topographic map and have
 KB0536.an estimated accuracy of +/- 6 seconds.
 KB0536
 KB0536.The orthometric height was determined by differential leveling
 KB0536.and adjusted by the National Geodetic Survey in June 1991..
 KB0536
 KB0536.The geoid height was determined by GEOID03.
 KB0536
 KB0536.The dynamic height is computed by dividing the NAVD 88
 KB0536.geopotential number by the normal gravity value computed on the
 KB0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0536.degrees latitude (g = 980.6199 gals.).
 KB0536
 KB0536.The modeled gravity was interpolated from observed gravity values.
 KB0536
 KB0536;                    North         East    Units  Estimated Accuracy
 KB0536;SPC IL E     -   366,570.      247,320.      MT  (+/- 180 meters Scaled)
 KB0536
 KB0536                          SUPERSEDED SURVEY CONTROL
 KB0536
 KB0536  NGVD 29 (??/??/92)  211.399  (m)          693.56   (f) ADJ UNCH    1 1
 KB0536
 KB0536.Superseded values are not recommended for survey control.
 KB0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0536.See file dsdata.txt to determine how the superseded data were derived.
 KB0536
 KB0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK334259(NAD 83)
 KB0536_MARKER: DR = REFERENCE MARK DISK
 KB0536_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0536_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0536_STAMPING: EMERY 1920 NO 3 1968
 KB0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0536
 KB0536  HISTORY     - Date     Condition        Report By
 KB0536  HISTORY     - 1968     MONUMENTED       CGS
 KB0536  HISTORY     - 1969     GOOD             NGS
 KB0536  HISTORY     - 1975     POOR             ILDT
 KB0536  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KB0536
 KB0536                          STATION DESCRIPTION
 KB0536
 KB0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0536'4.6 MI S FROM MAROA.
 KB0536'ABOUT 4.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0536'THE STATION AT MAROA, 0.25 MILE NORTH OF A CROSSING OF THE
 KB0536'RAILROAD AND A PAVED ROAD, 104 FEET WEST OF THE WEST RAIL OF THE
 KB0536'EAST SET OF TRACKS, 17 FEET EAST OF THE EAST RAIL OF THE WEST
 KB0536'SET OF TRACKS, 1 1/2 FEET SOUTH OF A POWER POLE, 86.7 FEET WEST
 KB0536'OF TRIANGULATION STATION EMERY 1920, 87 FEET WEST OF A METAL
 KB0536'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND
 KB0536'ON THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE
 KB0536'THE SURFACE OF THE GROUND.  SEC 35, T 18, R 2 E.
 KB0536
 KB0536                          STATION RECOVERY (1975)
 KB0536
 KB0536'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0536'MARK RECOVERED IN POOR CONDITION.
 KB0536
 KB0536                          STATION RECOVERY (1989)
 KB0536
 KB0536'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDG)
 KB0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1706 ***********************************************************************
 MF1706  DESIGNATION -  EMMERSON
 MF1706  PID         -  MF1706
 MF1706  STATE/COUNTY-  IL/KNOX
 MF1706  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1706
 MF1706                         *CURRENT SURVEY CONTROL
 MF1706  ___________________________________________________________________
 MF1706* NAD 83(1997)-  41 08 55.44907(N)    089 59 15.10462(W)     ADJUSTED  
 MF1706* NAVD 88     -       253.0    (meters)     830.     (feet)  GPS OBS   
 MF1706  ___________________________________________________________________
 MF1706  X           -       1,046.919 (meters)                     COMP
 MF1706  Y           -  -4,809,903.789 (meters)                     COMP
 MF1706  Z           -   4,175,020.216 (meters)                     COMP
 MF1706  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 MF1706  ELLIP HEIGHT-         220.16  (meters)          (12/06/04) GPS OBS
 MF1706  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MF1706
 MF1706  HORZ ORDER  -  FIRST
 MF1706  ELLP ORDER  -  FOURTH    CLASS I
 MF1706
 MF1706.The horizontal coordinates were established by GPS observations
 MF1706.and adjusted by the National Geodetic Survey in September 1998..
 MF1706
 MF1706.The orthometric height was determined by GPS observations and a
 MF1706.high-resolution geoid model.
 MF1706
 MF1706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1706
 MF1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1706
 MF1706.The ellipsoidal height was determined by GPS observations
 MF1706.and is referenced to NAD 83.
 MF1706
 MF1706.The geoid height was determined by GEOID03.
 MF1706
 MF1706;                    North         East     Units Scale Factor Converg.
 MF1706;SPC IL W     -   497,557.934   715,036.962   MT  0.99994396   +0 07 04.4
 MF1706;SPC IL W     - 1,632,404.66  2,345,917.10   sFT  0.99994396   +0 07 04.4
 MF1706;UTM  16      - 4,559,571.367   249,294.469   MT  1.00037363   -1 58 00.7
 MF1706;UTM  15      - 4,559,643.556   752,798.847   MT  1.00038660   +1 58 59.9
 MF1706
 MF1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1706!SPC IL W     -   0.99996547  x   0.99994396  =   0.99990943
 MF1706!UTM  16      -   0.99996547  x   1.00037363  =   1.00033908
 MF1706!UTM  15      -   0.99996547  x   1.00038660  =   1.00035205
 MF1706
 MF1706:                Primary Azimuth Mark                     Grid Az
 MF1706:SPC IL W     -  EMMERSON AZ MK                           017 42 17.1
 MF1706:UTM  16      -  EMMERSON AZ MK                           019 47 22.2
 MF1706:UTM  15      -  EMMERSON AZ MK                           015 50 21.6
 MF1706
 MF1706|---------------------------------------------------------------------|
 MF1706| PID    Reference Object                     Distance      Geod. Az  |
 MF1706|                                                           dddmmss.s |
 MF1706| CI7379 EMMERSON AZ MK                                     0174921.5 |
 MF1706| MF1710 KEWANEE ATT MWV KSH 98              APPROX.12.7 KM 0183950.4 |
 MF1706| MF1705 KEWANEE RAD WKEI MAST               APPROX. 9.7 KM 0265752.7 |
 MF1706| MF1707 EMMERSON RM A 1969                   29.244 METERS 21419     |
 MF1706| MG0700 LAFAYETTE CBQ RR KHM 49             APPROX. 3.8 KM 2172807.6 |
 MF1706| CI7380 EMMERSON RM 1                        25.704 METERS 26755     |
 MF1706| CI7381 EMMERSON RM 2                        36.677 METERS 32059     |
 MF1706|---------------------------------------------------------------------|
 MF1706
 MF1706                          SUPERSEDED SURVEY CONTROL
 MF1706
 MF1706  ELLIP H (09/15/98)  220.19   (m)                       GP(       ) 3 1
 MF1706  NAD 83(1986)-  41 08 55.45705(N)    089 59 15.11045(W) AD(       ) 1
 MF1706  NAD 27      -  41 08 55.32308(N)    089 59 14.71154(W) AD(       ) 1
 MF1706  NGVD 29 (07/19/86)  252.4    (m)          828.     (f) VERT ANG       
 MF1706
 MF1706.Superseded values are not recommended for survey control.
 MF1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1706.See file dsdata.txt to determine how the superseded data were derived.
 MF1706
 MF1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL4929459571(NAD 83)
 MF1706_MARKER: DD = SURVEY DISK
 MF1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1706_PROJECTION: FLUSH
 MF1706_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1706+STABILITY: SURFACE MOTION
 MF1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1706+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1996
 MF1706
 MF1706  HISTORY     - Date     Condition        Report By
 MF1706  HISTORY     - 1969     MONUMENTED       CGS
 MF1706  HISTORY     - 19961212 GOOD             SECI
 MF1706  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 MF1706
 MF1706                          STATION DESCRIPTION
 MF1706
 MF1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MF1706'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF TOULON,
 MF1706'7-1/2 MILES SOUTH-SOUTHWEST OF KEWANEE, 3 MILES SOUTHEAST OF
 MF1706'GALVA, IN THE NORTHEAST CORNER OF SECTION 1, T13N, R4E AND
 MF1706'ON THE PROPERTY OF MR. J. G. EMMERSON.
 MF1706'
 MF1706'TO REACH THE STATION FROM THE POST OFFICE IN GALVA, GO SOUTH
 MF1706'AND EAST ON U.S. HIGHWAY 34 FOR 0.3 MILE TO A CROSSROAD.  TURN
 MF1706'RIGHT AND GO SOUTH FOR 0.2 MILE TO WHERE U.S. HIGHWAY 34 TURNS
 MF1706'LEFT.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 34 FOR 3.1 MILES
 MF1706'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A SURFACED ROAD FOR
 MF1706'0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 MF1706'SOUTH ON THE SURFACED ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN
 MF1706'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A FARM
 MF1706'HOUSE AND A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH
 MF1706'AND EAST ON THE DRIVEWAY PASSING BETWEEN A GARAGE AND CORN
 MF1706'CRIB FOR 0.15 MILE TO THE STATION.
 MF1706'
 MF1706'THE STATION MARK IS A STANDARD DISK STAMPED EMMERSON 1969, SET
 MF1706'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MF1706'DIAMETER AND IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 85
 MF1706'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CORN CRIB AND 34
 MF1706'FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 MF1706'SET AT THE NORTHEAST CORNER OF A BOARD FENCE.
 MF1706'
 MF1706'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EMMERSON NO 1 1969,
 MF1706'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MF1706'IN DIAMETER AND IS 1 INCH BELOW THE GROUND SURFACE.  IT IS
 MF1706'74 FEET WEST-NORTHWEST OF THE METAL WITNESS POST WITH SIGN
 MF1706'ATTACHED, 56 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MF1706'GARAGE AND 1 FOOT NORTH OF THE NORTHEAST CORNER OF THE CORN
 MF1706'CRIB.
 MF1706'
 MF1706'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EMMERSON NO 2 1969,
 MF1706'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 MF1706'DIAMETER AND IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 29
 MF1706'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND
 MF1706'28 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE.
 MF1706'
 MF1706'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EMMERSON 1969,
 MF1706'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 MF1706'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 30 FEET
 MF1706'EAST OF THE CENTER OF THE SURFACED ROAD, 7 FEET NORTHEAST OF A
 MF1706'POWER POLE, 2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN
 MF1706'ATTACHED AND 1 FOOT NORTHWEST OF A FENCE CORNER POST.
 MF1706'
 MF1706'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 MF1706'
 MF1706'THE LINE BETWEEN THE REFERENCE MARKS WAS OBSTRUCTED.
 MF1706
 MF1706                          STATION RECOVERY (1996)
 MF1706
 MF1706'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1706'RECOVERED AS DESCRIBED EXCEPT THAT THE GARAGE HAS BEEN REPLACED WITH A
 MF1706'NEW METAL BUILDING, AND THE WITNESS POST AND BOARD FENCE ARE NO LONGER
 MF1706'THERE.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 34 AND ILLINOIS
 MF1706'ROUTE 17 IN THE TOWN OF GALVA, ILLINOIS, PROCEED SOUTH ON ILLINOIS
 MF1706'ROUTE 17 FOR APPROXIMENTLY 1.0 MI (1.6 KM) TO THE INTERSECTION OF
 MF1706'ILLINOIS ROUTE 17 AND 3000 N (000 N) (N KNOX ROAD) AT THE HENRY AND
 MF1706'KNOX COUNTY LINE, TURN LEFT (EAST) ON 3000 N AND PROCEED FOR
 MF1706'APPROXIMENTLY 2.6 MI (4.2 KM) TO THE STATION ON THE RIGHT (SOUTH) SIDE
 MF1706'OF 3000 N.  THE STATION IS LOCATED 77.6 FT (23.7 M) SOUTH OF A 24-IN
 MF1706'TREE, 89.6 FT (27.3 M) NORTHEAST OF THE SOUTHEAST CORNER OF A CORN
 MF1706'CRIB, 84.2 FT (25.7 M) EAST OF THE NORTHEAST CORNER OF A CORN CRIB,
 MF1706'44.7 FT (13.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL
 MF1706'BUILDING, AND 83.9 FT (25.6 M) SOUTHEAST OF THE NORTHEAST CORNER OF A
 MF1706'METAL BUILDING.
 MF1706
 MF1706                          STATION RECOVERY (1997)
 MF1706
 MF1706'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1707 ***********************************************************************
 MF1707  DESIGNATION -  EMMERSON RM A 1969
 MF1707  PID         -  MF1707
 MF1707  STATE/COUNTY-  IL/KNOX
 MF1707  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1707
 MF1707                         *CURRENT SURVEY CONTROL
 MF1707  ___________________________________________________________________
 MF1707* NAD 83(1997)-  41 08 54.66611(N)    089 59 15.81166(W)     ADJUSTED  
 MF1707* NAVD 88     -       252.3    (meters)     828.     (feet)  VERTCON   
 MF1707  ___________________________________________________________________
 MF1707  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MF1707  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MF1707
 MF1707  HORZ ORDER  -  FIRST
 MF1707
 MF1707.The horizontal coordinates were established by classical geodetic methods
 MF1707.and adjusted by the National Geodetic Survey in October 1999..
 MF1707
 MF1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1707
 MF1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1707
 MF1707.The geoid height was determined by GEOID03.
 MF1707
 MF1707;                    North         East     Units Scale Factor Converg.
 MF1707;SPC IL W     -   497,533.748   715,020.526   MT  0.99994395   +0 07 03.9
 MF1707;SPC IL W     - 1,632,325.30  2,345,863.18   sFT  0.99994395   +0 07 03.9
 MF1707;UTM  16      - 4,559,547.784   249,277.156   MT  1.00037374   -1 58 01.1
 MF1707;UTM  15      - 4,559,618.836   752,783.200   MT  1.00038651   +1 58 59.4
 MF1707
 MF1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1707!SPC IL W     -   0.99996558  x   0.99994395  =   0.99990953
 MF1707!UTM  16      -   0.99996558  x   1.00037374  =   1.00033931
 MF1707!UTM  15      -   0.99996558  x   1.00038651  =   1.00035208
 MF1707
 MF1707:                Primary Azimuth Mark                     Grid Az
 MF1707:SPC IL W     -  KEWANEE ATT MWV KSH 98                   018 34 53.5
 MF1707:UTM  16      -  KEWANEE ATT MWV KSH 98                   020 39 58.5
 MF1707:UTM  15      -  KEWANEE ATT MWV KSH 98                   016 42 58.0
 MF1707
 MF1707|---------------------------------------------------------------------|
 MF1707| PID    Reference Object                     Distance      Geod. Az  |
 MF1707|                                                           dddmmss.s |
 MF1707| MF1710 KEWANEE ATT MWV KSH 98              APPROX.12.8 KM 0184157.4 |
 MF1707| MF1705 KEWANEE RAD WKEI MAST               APPROX. 9.8 KM 0265911.3 |
 MF1707| MF1706 EMMERSON                             29.244 METERS 03419     |
 MF1707| MG0700 LAFAYETTE CBQ RR KHM 49             APPROX. 3.7 KM 2172936.2 |
 MF1707|---------------------------------------------------------------------|
 MF1707
 MF1707                          SUPERSEDED SURVEY CONTROL
 MF1707
 MF1707  NAD 83(1997)-  41 08 54.66612(N)    089 59 15.81169(W) AD(       ) 1
 MF1707  NAD 83(1986)-  41 08 54.67404(N)    089 59 15.81754(W) AD(       ) 1
 MF1707  NAD 27      -  41 08 54.54011(N)    089 59 15.41856(W) AD(       ) 1
 MF1707  NGVD 29 (07/19/86)  252.4    (m)          828.     (f) VERT ANG       
 MF1707
 MF1707.Superseded values are not recommended for survey control.
 MF1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1707.See file dsdata.txt to determine how the superseded data were derived.
 MF1707
 MF1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL4927759548(NAD 83)
 MF1707_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MF1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1707+STABILITY: SURFACE MOTION
 MF1707
 MF1707  HISTORY     - Date     Condition        Report By
 MF1707  HISTORY     - 1969     MONUMENTED       CGS
 MF1707  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 MF1707
 MF1707                          STATION DESCRIPTION
 MF1707
 MF1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MF1707'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF TOULON,
 MF1707'7.5 MILES SOUTH-SOUTHWEST OF KEWANEE, 3 MILES SOUTHEAST OF
 MF1707'GALVA, AND 2.5 MILES NORTH-NORTHWEST OF LA FAYETTE.  IT IS ON
 MF1707'PROPERTY OWNED BY MR. J.G. EMMERSON.
 MF1707'
 MF1707'FOR A ROUTE TO REACH THE STATION, SEE THE DESCRIPTION FOR
 MF1707'STATION EMMERSON.
 MF1707'
 MF1707'THE STATION MARK IS A STANDARD DISK STAMPED EMMERSON RM A 1969
 MF1707'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 MF1707'ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 62.0
 MF1707'FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED,
 MF1707'56.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB, AND
 MF1707'21.0 FEET NORTH OF AN EAST-WEST FENCE LINE.  NOTE 1B7A
 MF1707'
 MF1707'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 MF1707
 MF1707                          STATION RECOVERY (1997)
 MF1707
 MF1707'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0567 ***********************************************************************
 LC0567  DESIGNATION -  EMPIRE 2
 LC0567  PID         -  LC0567
 LC0567  STATE/COUNTY-  IL/MCLEAN
 LC0567  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0567
 LC0567                         *CURRENT SURVEY CONTROL
 LC0567  ___________________________________________________________________
 LC0567* NAD 83(1997)-  40 18 40.50437(N)    088 42 52.40097(W)     ADJUSTED  
 LC0567* NAVD 88     -       230.30   (meters)     755.6    (feet)  RESET     
 LC0567  ___________________________________________________________________
 LC0567  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LC0567  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC0567
 LC0567  HORZ ORDER  -  THIRD
 LC0567  VERT ORDER  -  THIRD
 LC0567
 LC0567.The horizontal coordinates were established by classical geodetic methods
 LC0567.and adjusted by the National Geodetic Survey in October 1999..
 LC0567.No horizontal observational check was made to the station.
 LC0567
 LC0567.The orthometric height was computed from unverified reset data.
 LC0567
 LC0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0567
 LC0567.The geoid height was determined by GEOID03.
 LC0567
 LC0567;                    North         East     Units Scale Factor Converg.
 LC0567;SPC IL E     -   404,629.788   267,595.000   MT  0.99998792   -0 14 47.9
 LC0567;SPC IL E     - 1,327,522.90    877,934.60   sFT  0.99998792   -0 14 47.9
 LC0567;UTM  16      - 4,463,714.466   354,309.102   MT  0.99986129   -1 06 33.9
 LC0567
 LC0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0567!SPC IL E     -   0.99996888  x   0.99998792  =   0.99995680
 LC0567!UTM  16      -   0.99996888  x   0.99986129  =   0.99983017
 LC0567
 LC0567:                Primary Azimuth Mark                     Grid Az
 LC0567:SPC IL E     -  EMPIRE 2 AZ MK                           086 43 22.2
 LC0567:UTM  16      -  EMPIRE 2 AZ MK                           087 35 08.2
 LC0567
 LC0567|---------------------------------------------------------------------|
 LC0567| PID    Reference Object                     Distance      Geod. Az  |
 LC0567|                                                           dddmmss.s |
 LC0567| CI7383 EMPIRE 2 AZ MK                                     0862834.3 |
 LC0567| CI7382 EMPIRE AZ MK                                       0875437.7 |
 LC0567| LC0569 EMPIRE 2 RM 3                         6.026 METERS 13350     |
 LC0567| LC0570 EMPIRE 2 RM 4                         6.194 METERS 23124     |
 LC0567| LC0566 EMPIRE                                9.217 METERS 35608     |
 LC0567|---------------------------------------------------------------------|
 LC0567
 LC0567                          SUPERSEDED SURVEY CONTROL
 LC0567
 LC0567  NAD 83(1986)-  40 18 40.51737(N)    088 42 52.40557(W) AD(       ) 3
 LC0567  NAD 27      -  40 18 40.39286(N)    088 42 52.15429(W) AD(       ) 3
 LC0567  NGVD 29 (07/19/86)  230.35   (m)          755.7    (f) LEVELING    3  
 LC0567
 LC0567.Superseded values are not recommended for survey control.
 LC0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0567.See file dsdata.txt to determine how the superseded data were derived.
 LC0567
 LC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5430963714(NAD 83)
 LC0567_MARKER: DB = BENCH MARK DISK
 LC0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0567_STAMPING: EMPIRE 2 1970
 LC0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0567+STABILITY: SURFACE MOTION
 LC0567
 LC0567  HISTORY     - Date     Condition        Report By
 LC0567  HISTORY     - 1970     MONUMENTED       NGS
 LC0567  HISTORY     - 1970     GOOD             NGS
 LC0567  HISTORY     - 1976     GOOD             NGS
 LC0567  HISTORY     - 1976     GOOD             NGS
 LC0567
 LC0567                          STATION DESCRIPTION
 LC0567
 LC0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LC0567'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF FARMER
 LC0567'CITY, ABOUT 3-1/2 MILES SOUTHEAST OF LEROY, ON THE RIGHT OF WAY
 LC0567'OF THE NEW YORK CENTRAL RAILROAD, 67 FEET SOUTH OF THE CENTERLINE
 LC0567'OF U.S. HIGHWAY 136, 44 FEET EAST OF THE EAST RAIL OF THE
 LC0567'RAILROAD, 2 FEET WEST OF THE RAILROAD EAST RIGHT-OF-WAY
 LC0567'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 LC0567'PROJECTS 2 INCHES AND THE DISK IS STAMPED EMPIRE 2 1970.
 LC0567'
 LC0567'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 LC0567'150 AND 136 ABOUT 5-1/2 MILES NORTHWEST OF FARMER CITY, GO
 LC0567'WEST ON HIGHWAY 136 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 LC0567'RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.4 MILE TO RAILROAD
 LC0567'CROSSING AND THE STATION ON THE LEFT.
 LC0567'
 LC0567'REFERENCE MARK 3 IS 92 FEET SOUTH OF THE CENTERLINE OF THE
 LC0567'HIGHWAY, 1 FOOT WEST OF THE FENCE AND 47 FEET EAST OF THE EAST
 LC0567'RAIL OF THE RAILROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE
 LC0567'DISK IS STAMPED EMPIRE 2 NO 3 1970.
 LC0567'
 LC0567'REFERENCE MARK 4 IS 73 FEET SOUTH OF THE CENTERLINE OF THE
 LC0567'HIGHWAY, 22 FEET WEST OF THE FENCE, 20 FEET WEST OF A METAL
 LC0567'WITNESS POST AND 22 FEET EAST OF THE EAST RAIL OF THE RAILROAD.
 LC0567'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED EMPIRE
 LC0567'2 NO 4 1970.
 LC0567'
 LC0567'THE AZIMUTH MARK IS 67 FEET NORTH OF THE CENTERLINE OF THE
 LC0567'HIGHWAY, 1 FOOT EAST OF A NORTH-SOUTH PROPERTY LINE FENCE
 LC0567'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 LC0567'3 INCHES AND THE DISK IS STAMPED EMPIRE 2 1970.
 LC0567'
 LC0567'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC0567
 LC0567                          STATION RECOVERY (1970)
 LC0567
 LC0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LC0567'3.6 MI SE FROM LE ROY.
 LC0567'3.65 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0567'THE STATION AT LE ROY, 67 FEET SOUTH OF THE CENTERLINE OF U.S.
 LC0567'HIGHWAY 136, 44 FEET EAST OF THE EAST OF THE RAILROAD, 2 FEET
 LC0567'EAST OF THE EAST RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF A METAL
 LC0567'WITNESS POST.  SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LC0567'2 INCHES.
 LC0567
 LC0567                          STATION RECOVERY (1976)
 LC0567
 LC0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC0567'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LC0567'RECOVERED AS DESCRIBED IN 1970 AND ALL MARKS WERE FOUND TO BE IN
 LC0567'GOOD CONDITION.
 LC0567'
 LC0567'THE 1970 DESCRIPTION IS ADEQUATE.
 LC0567'
 LC0567'NO OBSERVATIONS OR MEASURMENTS WERE TAKEN AT THIS TIME.
 LC0567'
 LC0567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 LC0567'SOUTH OF LEROY.
 LC0567
 LC0567                          STATION RECOVERY (1976)
 LC0567
 LC0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0569 ***********************************************************************
 LC0569  DESIGNATION -  EMPIRE 2 RM 3
 LC0569  PID         -  LC0569
 LC0569  STATE/COUNTY-  IL/MCLEAN
 LC0569  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0569
 LC0569                         *CURRENT SURVEY CONTROL
 LC0569  ___________________________________________________________________
 LC0569* NAD 83(1986)-  40 18 40.     (N)    088 42 52.     (W)     SCALED    
 LC0569* NAVD 88     -       230.20   (meters)     755.2    (feet)  RESET     
 LC0569  ___________________________________________________________________
 LC0569  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC0569
 LC0569  VERT ORDER  -  THIRD
 LC0569
 LC0569.The horizontal coordinates were scaled from a topographic map and have
 LC0569.an estimated accuracy of +/- 6 seconds.
 LC0569
 LC0569.The orthometric height was computed from unverified reset data.
 LC0569
 LC0569.The geoid height was determined by GEOID03.
 LC0569
 LC0569;                    North         East    Units  Estimated Accuracy
 LC0569;SPC IL E     -   404,610.      267,600.      MT  (+/- 180 meters Scaled)
 LC0569
 LC0569                          SUPERSEDED SURVEY CONTROL
 LC0569
 LC0569.No superseded survey control is available for this station.
 LC0569
 LC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK543636(NAD 83)
 LC0569_MARKER: DR = REFERENCE MARK DISK
 LC0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0569_STAMPING: EMPIRE 2 NO 3 1970
 LC0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0569+STABILITY: SURFACE MOTION
 LC0569
 LC0569  HISTORY     - Date     Condition        Report By
 LC0569  HISTORY     - 1970     MONUMENTED       NGS
 LC0569
 LC0569                          STATION DESCRIPTION
 LC0569
 LC0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LC0569'3.6 MI SE FROM LE ROY.
 LC0569'3.65 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC0569'STATION AT LE ROY, 92 FEET SOUTH OF THE CENTERLINE OF U.S.
 LC0569'HIGHWAY 136, 47 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 1
 LC0569'FOOT WEST OF A FENCE AND 20 FEET SOUTHEAST OF A METAL WITNESS
 LC0569'POST.  SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 LC0569'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0570 ***********************************************************************
 LC0570  DESIGNATION -  EMPIRE 2 RM 4
 LC0570  PID         -  LC0570
 LC0570  STATE/COUNTY-  IL/MCLEAN
 LC0570  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0570
 LC0570                         *CURRENT SURVEY CONTROL
 LC0570  ___________________________________________________________________
 LC0570* NAD 83(1986)-  40 18 40.     (N)    088 42 51.     (W)     SCALED    
 LC0570* NAVD 88     -       230.39   (meters)     755.9    (feet)  RESET     
 LC0570  ___________________________________________________________________
 LC0570  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC0570
 LC0570  VERT ORDER  -  THIRD
 LC0570
 LC0570.The horizontal coordinates were scaled from a topographic map and have
 LC0570.an estimated accuracy of +/- 6 seconds.
 LC0570
 LC0570.The orthometric height was computed from unverified reset data.
 LC0570
 LC0570.The geoid height was determined by GEOID03.
 LC0570
 LC0570;                    North         East    Units  Estimated Accuracy
 LC0570;SPC IL E     -   404,610.      267,630.      MT  (+/- 180 meters Scaled)
 LC0570
 LC0570                          SUPERSEDED SURVEY CONTROL
 LC0570
 LC0570.No superseded survey control is available for this station.
 LC0570
 LC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK543636(NAD 83)
 LC0570_MARKER: DR = REFERENCE MARK DISK
 LC0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0570_STAMPING: EMPIRE 2 NO 4 1970
 LC0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0570+STABILITY: SURFACE MOTION
 LC0570
 LC0570  HISTORY     - Date     Condition        Report By
 LC0570  HISTORY     - 1970     MONUMENTED       NGS
 LC0570  HISTORY     - 1976     GOOD             NGS
 LC0570
 LC0570                          STATION DESCRIPTION
 LC0570
 LC0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LC0570'3.6 MI SE FROM LE ROY.
 LC0570'3.65 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC0570'STATION AT LE ROY, 73 FEET SOUTH OF THE CENTERLINE OF U.S.
 LC0570'HIGHWAY 136, 22 FEET WEST OF A FENCE, 20 FEET WEST OF A METAL
 LC0570'WITNESS POST AND 22 FEET EAST OF THE EAST RAIL.  SET IN THE TOP
 LC0570'OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 LC0570
 LC0570                          STATION RECOVERY (1976)
 LC0570
 LC0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1696 ***********************************************************************
 JB1696  DESIGNATION -  ENFIELD
 JB1696  PID         -  JB1696
 JB1696  STATE/COUNTY-  IL/WHITE
 JB1696  USGS QUAD   -  ENFIELD (1974)
 JB1696
 JB1696                         *CURRENT SURVEY CONTROL
 JB1696  ___________________________________________________________________
 JB1696* NAD 83(1997)-  38 06 22.04924(N)    088 18 33.58997(W)     ADJUSTED  
 JB1696* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 JB1696  ___________________________________________________________________
 JB1696  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JB1696  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB1696
 JB1696  HORZ ORDER  -  FIRST
 JB1696
 JB1696.The horizontal coordinates were established by classical geodetic methods
 JB1696.and adjusted by the National Geodetic Survey in October 1999..
 JB1696
 JB1696.The orthometric height was scaled from a topographic map.
 JB1696
 JB1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1696
 JB1696.The geoid height was determined by GEOID03.
 JB1696
 JB1696;                    North         East     Units Scale Factor Converg.
 JB1696;SPC IL E     -   159,754.414   302,105.129   MT  0.99997505   +0 00 53.3
 JB1696;SPC IL E     -   524,127.61    991,156.58   sFT  0.99997505   +0 00 53.3
 JB1696;UTM  16      - 4,218,399.401   385,207.729   MT  0.99976229   -0 48 29.2
 JB1696
 JB1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1696!SPC IL E     -   0.99998250  x   0.99997505  =   0.99995755
 JB1696!UTM  16      -   0.99998250  x   0.99976229  =   0.99974479
 JB1696
 JB1696|---------------------------------------------------------------------|
 JB1696| PID    Reference Object                     Distance      Geod. Az  |
 JB1696|                                                           dddmmss.s |
 JB1696| CI4388 ENFIELD RM 1                         33.763 METERS 04309     |
 JB1696| JB1683 CARMI RADIO STA KSH 644 MAST        APPROX.10.5 KM 1033925.0 |
 JB1696| JB1682 CARMI RADIO STA WROY MAST           APPROX. 9.8 KM 1053247.2 |
 JB1696| CI4387 ENFIELD AZ MK                                      1172248.5 |
 JB1696| JB1694 ENFIELD MUNICIPAL TANK              APPROX. 2.6 KM 2521334.2 |
 JB1696| CI4389 ENFIELD RM 2                         27.298 METERS 34344     |
 JB1696|---------------------------------------------------------------------|
 JB1696
 JB1696                          SUPERSEDED SURVEY CONTROL
 JB1696
 JB1696  NAD 83(1997)-  38 06 22.05292(N)    088 18 33.58990(W) AD(       ) 1
 JB1696  NAD 83(1997)-  38 06 22.05804(N)    088 18 33.59092(W) AD(       ) 1
 JB1696  NAD 83(1986)-  38 06 22.06108(N)    088 18 33.59187(W) AD(       ) 1
 JB1696  NAD 27      -  38 06 21.89104(N)    088 18 33.43110(W) AD(       ) 1
 JB1696
 JB1696.Superseded values are not recommended for survey control.
 JB1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1696.See file dsdata.txt to determine how the superseded data were derived.
 JB1696
 JB1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8520818399(NAD 83)
 JB1696_MARKER: DS = TRIANGULATION STATION DISK
 JB1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1696_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1696
 JB1696  HISTORY     - Date     Condition        Report By
 JB1696  HISTORY     - 1961     MONUMENTED       CGS
 JB1696  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JB1696
 JB1696                          STATION DESCRIPTION
 JB1696
 JB1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1696'NO MEASUREMENT BETWEEN RMS, FENCE POSTS ON LINE.
 JB1696'
 JB1696'THE STATION IS ABOUT 1.5 MILES EAST-NORTHEAST OF ENFIELD, ABOUT 2.25
 JB1696'MILES NORTHWEST OF
 JB1696'SEVEN MILE CREEK, NEAR THE CENTER OF SEC 10, T 5 S, R 8
 JB1696'E, AND ON THE PROPERTY OF MR
 JB1696'HERMAN GUNTER.  IT IS 66 FEET SOUTH OF
 JB1696'THE CENTERLINE OF A GRAVELED ROAD, 41 FEET
 JB1696'SOUTH OF A FENCE CORNER
 JB1696'AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 JB1696'THE DISK IS
 JB1696'STAMPED ENFIELD 1961.
 JB1696'
 JB1696'TO REACH FROM THE POST OFFICE IN ENFIELD, GO EAST ON MAIN STREET FOR
 JB1696'0.2 MILES TO WHERE MAIN
 JB1696'STREET TURNS FROM EAST TO NORTH.  TURN LEFT AND GO
 JB1696'NORTH ON A PAVED STREET FOR 0.05
 JB1696'MILE TO A T-ROAD.  TURN RIGHT AND GO
 JB1696'EAST AND NORTH ON A PAVED ROAD FOR 0.15 MILE TO A
 JB1696'T-ROAD.  TURN RIGHT
 JB1696'AND GO EASTERLY ON A GRAVELED ROAD FOR 1.35 MILES TO A FIELD
 JB1696'ENTRANCE AND THE
 JB1696'STATION ON THE RIGHT.
 JB1696'
 JB1696'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON THE
 JB1696'GRAVELED ROAD FOR 0.5
 JB1696'MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 JB1696'ROAD FOR 0.35 MILE TO A
 JB1696'HOUSE AND THE AZIMUTH MARK ON THE LEFT.
 JB1696'
 JB1696'REFERENCE MARK 1 IS 76 FEET EAST OF A FENCE CORNER, 19 FEET NORTH OF
 JB1696'THE CENTERLINE OF THE
 JB1696'GRAVELED ROAD AND 6 INCHES SOUTH OF A WIRE FENCE.
 JB1696'THE MONUMENT PROJECTS 4 INCHES AND
 JB1696'THE DISK IS STAMPED ENFIELD NO 1 1961.
 JB1696'
 JB1696'REFERENCE MARK 2 IS 25 FEET WEST OF A FENCE CORNER, 18 FEET NORTH OF
 JB1696'THE CENTERLINE OF THE
 JB1696'GRAVELED ROAD AND 1 FOOT EAST OF A WITNESS POST.
 JB1696'THE MONUMENT PROJECTS 3 INCHES AND
 JB1696'THE DISK IS STAMPED ENFIELD NO 2 1961.
 JB1696'
 JB1696'THE AZIMUTH MARK IS 45 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 JB1696'HOUSE, 23 FEET EAST OF THE
 JB1696'CENTERLINE OF A GRAVELED ROAD, 2 FEET SOUTH OF A
 JB1696'POWER POLE WITH A TRANSFORMER AND 2
 JB1696'FEET NORTH OF A WITNESS POST.
 JB1696'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED ENFIELD 1961.
 JB1696'
 JB1696'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1696
 JB1696                          STATION RECOVERY (1975)
 JB1696
 JB1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JB1696'THE STATION UNDERGROUND MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 JB1696'MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE MARK WAS
 JB1696'DESTROYED BY FARM EQUIPMENT, THE NEW MARK WAS SET 15 INCHES BELOW
 JB1696'THE GROUND SURFACE.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 JB1696'MARKS WERE VERIFIED.
 JB1696'
 JB1696'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF ENFIELD AND ON PROPERTY
 JB1696'OWNED BY MR. HERMAN GUNTER.  IT IS 66 FEET SOUTH OF THE CENTERLINE
 JB1696'OF A PAVED ROAD, 40 FEET SOUTH OF A FENCE CORNER POST AND ALONG THE
 JB1696'EAST EDGE OF A CULTIVATED FIELD.  THE MONUMENT IS 15 INCHES
 JB1696'UNDERGROUND AND THE DISK IS STAMPED ENFIELD 1961 1975.
 JB1696'
 JB1696'TO REACH THE STATION FROM THE POST OFFICE IN ENFIELD, GO EAST ON MAIN
 JB1696'STREET FOR 0.2 MILE TO WHERE MAIN STREET TURNS NORTH.  TURN LEFT AND
 JB1696'GO NORTH ON A PAVED ROAD FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT AND
 JB1696'GO EAST AND NORTH ON PAVED ROAD FOR 0.15 MILE TO A T-ROAD.  TURN
 JB1696'RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 1.35 MILES TO A FIELD
 JB1696'ENTRANCE RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 JB1696'
 JB1696'REFERENCE MARK 1 IS 76 FEET EAST OF A CORNER FENCE POST, 19 FEET
 JB1696'NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A
 JB1696'FENCELINE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JB1696'ENFIELD NO 1 1961.
 JB1696'
 JB1696'REFERENCE MARK 2 IS 88 FEET EAST OF A POWERLINE POLE, 24 FEET WEST
 JB1696'OF THE CORNER FENCE POST, 18 FEET NORTH OF THE CENTERLINE OF THE
 JB1696'ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A
 JB1696'FENCELINE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JB1696'ENFIELD NO 2 1961.
 JB1696'
 JB1696'THE AZIMUTH MARK IS 23 FEET EAST OF THE CENTERLINE OF A PAVED ROAD,
 JB1696'2 FEET SOUTH OF A POWERLINE POLE AND 2 FEET NORTH OF A METAL WITNESS
 JB1696'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JB1696'ENFIELD 1961.
 JB1696'
 JB1696'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON THE
 JB1696'PAVED ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 JB1696'A PAVED ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT, EAST SIDE OF
 JB1696'ROAD.
 JB1696'
 JB1696'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILE
 JB1696'NORTHEAST OF ENFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9277 ***********************************************************************
 AF9277  CBN         -  This is a Cooperative Base Network Control Station.
 AF9277  DESIGNATION -  ENFIELD AZ MK 2
 AF9277  PID         -  AF9277
 AF9277  STATE/COUNTY-  IL/WHITE
 AF9277  USGS QUAD   -  ENFIELD (1974)
 AF9277
 AF9277                         *CURRENT SURVEY CONTROL
 AF9277  ___________________________________________________________________
 AF9277* NAD 83(1997)-  38 06 25.78729(N)    088 18 49.74374(W)     ADJUSTED  
 AF9277* NAVD 88     -       137.3    (meters)     450.     (feet)  GPS OBS   
 AF9277  ___________________________________________________________________
 AF9277  X           -     147,866.895 (meters)                     COMP
 AF9277  Y           -  -5,023,005.536 (meters)                     COMP
 AF9277  Z           -   3,914,876.372 (meters)                     COMP
 AF9277  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AF9277  ELLIP HEIGHT-         106.94  (meters)          (10/15/04) GPS OBS
 AF9277  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AF9277
 AF9277  HORZ ORDER  -  B
 AF9277  ELLP ORDER  -  FOURTH    CLASS II
 AF9277
 AF9277.The horizontal coordinates were established by GPS observations
 AF9277.and adjusted by the National Geodetic Survey in July 1998..
 AF9277
 AF9277.The orthometric height was determined by GPS observations and a
 AF9277.high-resolution geoid model.
 AF9277
 AF9277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9277
 AF9277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9277
 AF9277.The ellipsoidal height was determined by GPS observations
 AF9277.and is referenced to NAD 83.
 AF9277
 AF9277.The geoid height was determined by GEOID03.
 AF9277
 AF9277;                    North         East     Units Scale Factor Converg.
 AF9277;SPC IL E     -   159,869.574   301,711.565   MT  0.99997504   +0 00 43.4
 AF9277;SPC IL E     -   524,505.43    989,865.36   sFT  0.99997504   +0 00 43.4
 AF9277;UTM  16      - 4,218,520.176   384,815.943   MT  0.99976340   -0 48 39.2
 AF9277
 AF9277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9277!SPC IL E     -   0.99998322  x   0.99997504  =   0.99995826
 AF9277!UTM  16      -   0.99998322  x   0.99976340  =   0.99974662
 AF9277
 AF9277                          SUPERSEDED SURVEY CONTROL
 AF9277
 AF9277  ELLIP H (07/17/98)  106.94   (m)                       GP(       ) 4 1
 AF9277
 AF9277.Superseded values are not recommended for survey control.
 AF9277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9277.See file dsdata.txt to determine how the superseded data were derived.
 AF9277
 AF9277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8481618520(NAD 83)
 AF9277_MARKER: DD = SURVEY DISK
 AF9277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9277_STAMPING: ENFIELD AZ 1997
 AF9277_MARK LOGO: ILDT  
 AF9277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9277+STABILITY: SURFACE MOTION
 AF9277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9277+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 AF9277
 AF9277  HISTORY     - Date     Condition        Report By
 AF9277  HISTORY     - 1997     MONUMENTED       ILDT
 AF9277  HISTORY     - 19990927 GOOD             ILDT
 AF9277  HISTORY     - 20060726 GOOD             ILDT
 AF9277
 AF9277                          STATION DESCRIPTION
 AF9277
 AF9277'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1997 (LK)
 AF9277'THE STATION IS LOCATED ABOUT 1.4 MI (2.3 KM) NORTHEAST OF ENFIELD.  TO
 AF9277'REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE ROUTE 14, ABOUT 1
 AF9277'MI (1.6 KM) SOUTH OF ENFIELD, GO NORTH ON ROUTE 45 FOR 1.35 MI (2.17
 AF9277'KM) TO JOHNSON STREET.  TURN RIGHT, EAST, ON JOHNSON STREET FOR 0.3 MI
 AF9277'(0.5 KM) TO A SLIGHT BEND TO THE NORTHEAST, CONTINUE NORTHEASTERLY FOR
 AF9277'0.77 MI (1.24 KM) TO A SHARP JOG LEFT AND BACK RIGHT.  CONTINUE
 AF9277'NORTHEASTERLY FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF COUNTY ROAD
 AF9277'1560N, 325E.  TURN LEFT, NORTH, ON ROAD 325E FOR 0.1 MI (0.2 KM) TO
 AF9277'THE STATION ON THE RIGHT, IN THE EAST BACKSLOPE OF THE ROAD AND 6.1 M
 AF9277'(20.0 FT) NORTH OF A POWER POLE.
 AF9277
 AF9277                          STATION RECOVERY (1999)
 AF9277
 AF9277'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 AF9277'RECOVERED AS DESCRIBED
 AF9277'
 AF9277
 AF9277                          STATION RECOVERY (2006)
 AF9277
 AF9277'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 AF9277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1694 ***********************************************************************
 JB1694  DESIGNATION -  ENFIELD MUNICIPAL TANK
 JB1694  PID         -  JB1694
 JB1694  STATE/COUNTY-  IL/WHITE
 JB1694  USGS QUAD   -  ENFIELD (1974)
 JB1694
 JB1694                         *CURRENT SURVEY CONTROL
 JB1694  ___________________________________________________________________
 JB1694* NAD 83(1997)-  38 05 56.63469(N)    088 20 13.87012(W)     ADJUSTED  
 JB1694* NAVD 88     -                                                        
 JB1694  ___________________________________________________________________
 JB1694  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JB1694  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JB1694
 JB1694  HORZ ORDER  -  THIRD
 JB1694
 JB1694.The horizontal coordinates were established by classical geodetic methods
 JB1694.and adjusted by the National Geodetic Survey in October 1999..
 JB1694
 JB1694
 JB1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1694
 JB1694.The geoid height was determined by GEOID03.
 JB1694
 JB1694;                    North         East     Units Scale Factor Converg.
 JB1694;SPC IL E     -   158,970.564   299,662.062   MT  0.99997500   -0 00 08.6
 JB1694;SPC IL E     -   521,555.93    983,141.28   sFT  0.99997500   -0 00 08.6
 JB1694;UTM  16      - 4,217,650.874   382,754.171   MT  0.99976930   -0 49 30.6
 JB1694
 JB1694                          SUPERSEDED SURVEY CONTROL
 JB1694
 JB1694  NAD 83(1997)-  38 05 56.63898(N)    088 20 13.87157(W) AD(       ) 4
 JB1694  NAD 83(1997)-  38 05 56.64353(N)    088 20 13.87135(W) AD(       ) 4
 JB1694  NAD 83(1986)-  38 05 56.64663(N)    088 20 13.87209(W) AD(       ) 4
 JB1694  NAD 27      -  38 05 56.47584(N)    088 20 13.70723(W) AD(       ) 3
 JB1694
 JB1694.Superseded values are not recommended for survey control.
 JB1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1694.See file dsdata.txt to determine how the superseded data were derived.
 JB1694
 JB1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8275417651(NAD 83)
 JB1694_MARKER: 53 = ELEVATED TANK
 JB1694
 JB1694  HISTORY     - Date     Condition        Report By
 JB1694  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1694
 JB1694                          STATION DESCRIPTION
 JB1694
 JB1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1694'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED STEEL TANK
 JB1694'PAINTED SILVER
 JB1694'WITH THE LEGEND ENFIELD PAINTED IN BLACK LETTERS ON
 JB1694'THE NORTH AND SOUTH SIDES.  THE
 JB1694'OVERALL HEIGHT IS ABOUT 95 FEET.  IT
 JB1694'IS CENTRALLY LOCATED IN THE TOWN OF ENFIELD, ABOUT
 JB1694'150 FEET SOUTH OF THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6917 ***********************************************************************
 DE6917  DESIGNATION -  ENFIELD YRD
 DE6917  PID         -  DE6917
 DE6917  STATE/COUNTY-  IL/WHITE
 DE6917  USGS QUAD   -  ENFIELD (1974)
 DE6917
 DE6917                         *CURRENT SURVEY CONTROL
 DE6917  ___________________________________________________________________
 DE6917* NAD 83(1997)-  38 06 15.90124(N)    088 20 16.04426(W)     ADJUSTED  
 DE6917* NAVD 88     -       133.12   (meters)     436.7    (feet)  LEVELING  
 DE6917  ___________________________________________________________________
 DE6917  X           -     145,770.635 (meters)                     COMP
 DE6917  Y           -  -5,023,251.730 (meters)                     COMP
 DE6917  Z           -   3,914,633.956 (meters)                     COMP
 DE6917  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DE6917  ELLIP HEIGHT-         102.79  (meters)          (02/03/05) GPS OBS
 DE6917  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 DE6917
 DE6917  HORZ ORDER  -  FIRST
 DE6917  VERT ORDER  -  THIRD ?
 DE6917  ELLP ORDER  -  FOURTH    CLASS II
 DE6917
 DE6917.The horizontal coordinates were established by GPS observations
 DE6917.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6917
 DE6917.The orthometric height was determined by differential leveling.
 DE6917.The vertical network tie was performed by a horz. field party for horz.
 DE6917.obs reductions. Reset procedures were used to establish the elevation.
 DE6917
 DE6917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6917
 DE6917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6917
 DE6917.The ellipsoidal height was determined by GPS observations
 DE6917.and is referenced to NAD 83.
 DE6917
 DE6917.The geoid height was determined by GEOID03.
 DE6917
 DE6917;                    North         East     Units Scale Factor Converg.
 DE6917;SPC IL E     -   159,564.595   299,609.119   MT  0.99997500   -0 00 09.9
 DE6917;SPC IL E     -   523,504.84    982,967.58   sFT  0.99997500   -0 00 09.9
 DE6917;UTM  16      - 4,218,245.482   382,709.773   MT  0.99976943   -0 49 32.3
 DE6917
 DE6917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6917!SPC IL E     -   0.99998387  x   0.99997500  =   0.99995887
 DE6917!UTM  16      -   0.99998387  x   0.99976943  =   0.99975330
 DE6917
 DE6917                          SUPERSEDED SURVEY CONTROL
 DE6917
 DE6917  ELLIP H (08/21/02)  102.80   (m)                       GP(       ) 3 1
 DE6917
 DE6917.Superseded values are not recommended for survey control.
 DE6917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6917.See file dsdata.txt to determine how the superseded data were derived.
 DE6917
 DE6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8271018245(NAD 83)
 DE6917_MARKER: DD = SURVEY DISK
 DE6917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6917_STAMPING: ENFIELD YRD 1997
 DE6917_MARK LOGO: ILDT  
 DE6917_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6917+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE6917
 DE6917  HISTORY     - Date     Condition        Report By
 DE6917  HISTORY     - 1997     MONUMENTED       ILDT
 DE6917
 DE6917                          STATION DESCRIPTION
 DE6917
 DE6917'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1997
 DE6917'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999, (DEL) .
 DE6917'STATION IS LOCATED AT N SIDE OF ENFIELD,IL.  TO REACH FROM US ROUTE 45
 DE6917'AND IL ROUTE 14 S OF ENFIELD, GO N ON US ROUTE 45 FOR 1.5 MILES (2.4
 DE6917'KM) TO ENFIELD MAINTENANCE YARD GATE ON THE LEFT,GO THROUGH GATE AND
 DE6917'STATION ON THE LEFT,AT SE CORNER OF YARD.  STATION IS 94.6 FEET (28.8
 DE6917'M) SW OF S GATE POST, 7.6 FEET (2.3 M) W OF FENCELINE, 7.6 FEET (2.3
 DE6917'M) N OF FENCELINE.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0697 ***********************************************************************
 LD0697  DESIGNATION -  ENGLE
 LD0697  PID         -  LD0697
 LD0697  STATE/COUNTY-  IL/KNOX
 LD0697  USGS QUAD   -  WILLIAMSFIELD (1982)
 LD0697
 LD0697                         *CURRENT SURVEY CONTROL
 LD0697  ___________________________________________________________________
 LD0697* NAD 83(1997)-  40 54 04.78227(N)    090 02 39.38508(W)     ADJUSTED  
 LD0697* NAVD 88     -       223.1    (meters)     732.     (feet)  VERTCON   
 LD0697  ___________________________________________________________________
 LD0697  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 LD0697  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0697
 LD0697  HORZ ORDER  -  FIRST
 LD0697
 LD0697.The horizontal coordinates were established by classical geodetic methods
 LD0697.and adjusted by the National Geodetic Survey in October 1999..
 LD0697
 LD0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0697
 LD0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0697
 LD0697.The geoid height was determined by GEOID03.
 LD0697
 LD0697;                    North         East     Units Scale Factor Converg.
 LD0697;SPC IL W     -   470,075.611   710,312.297   MT  0.99994248   +0 04 48.5
 LD0697;SPC IL W     - 1,542,239.73  2,330,416.26   sFT  0.99994248   +0 04 48.5
 LD0697;UTM  15      - 4,532,010.388   748,967.402   MT  1.00036298   +1 56 10.6
 LD0697;UTM  16      - 4,532,266.359   243,573.068   MT  1.00040939   -1 59 39.7
 LD0697
 LD0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0697!SPC IL W     -   0.99997018  x   0.99994248  =   0.99991266
 LD0697!UTM  15      -   0.99997018  x   1.00036298  =   1.00033315
 LD0697!UTM  16      -   0.99997018  x   1.00040939  =   1.00037956
 LD0697
 LD0697:                Primary Azimuth Mark                     Grid Az
 LD0697:SPC IL W     -  WILLIAMSFIELD MUNICIPAL TANK             042 15 53.2
 LD0697:UTM  15      -  WILLIAMSFIELD MUNICIPAL TANK             040 24 31.1
 LD0697:UTM  16      -  WILLIAMSFIELD MUNICIPAL TANK             044 20 21.4
 LD0697
 LD0697|---------------------------------------------------------------------|
 LD0697| PID    Reference Object                     Distance      Geod. Az  |
 LD0697|                                                           dddmmss.s |
 LD0697| LD0696 WILLIAMSFIELD MUNICIPAL TANK        APPROX. 3.3 KM 0422041.7 |
 LD0697| CL8452 ENGLE AZ MK                                        0764556.4 |
 LD0697| LC2050 LAURA SERV PLINE CO MICROWAVE       APPROX.10.1 KM 0793137.8 |
 LD0697| LC2049 LAURA STANOLIND PLINE CO TANK       APPROX.10.0 KM 0795705.8 |
 LD0697| CL8453 ENGLE RM 1                           26.536 METERS 12601     |
 LD0697| CL8455 ENGLE RM 3                           20.220 METERS 13918     |
 LD0697| CL8454 ENGLE RM 2                           30.160 METERS 23829     |
 LD0697| LD0699 DAHINDA SINCLAIR PLINE CO STK       APPROX. 7.5 KM 2950328.3 |
 LD0697|---------------------------------------------------------------------|
 LD0697
 LD0697                          SUPERSEDED SURVEY CONTROL
 LD0697
 LD0697  NAD 83(1997)-  40 54 04.78353(N)    090 02 39.38700(W) AD(       ) 1
 LD0697  NAD 83(1986)-  40 54 04.78817(N)    090 02 39.39139(W) AD(       ) 1
 LD0697  NAD 27      -  40 54 04.65500(N)    090 02 38.97500(W) AD(       ) 1
 LD0697  NGVD 29 (07/19/86)  223.2    (m)          732.     (f) VERT ANG       
 LD0697
 LD0697.Superseded values are not recommended for survey control.
 LD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0697.See file dsdata.txt to determine how the superseded data were derived.
 LD0697
 LD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4896732010(NAD 83)
 LD0697_MARKER: DS = TRIANGULATION STATION DISK
 LD0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0697
 LD0697  HISTORY     - Date     Condition        Report By
 LD0697  HISTORY     - 1935     MONUMENTED       CGS
 LD0697  HISTORY     - 1959     GOOD             CGS
 LD0697  HISTORY     - 19971107 MARK NOT FOUND   USPSQD
 LD0697
 LD0697                          STATION DESCRIPTION
 LD0697
 LD0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0697'STATION IS ABOUT 12 MILES E OF KNOXVILLE, ABOUT 6 MILES WSW OF
 LD0697'LAURA, IN NE 1/4 SEC. 33, T 11 N, R 4 E, ON FARM OWNED AND
 LD0697'OCCUPIED BY P.E. ENGLE, ON FENCE LINE THAT SEPARATES HOG
 LD0697'LOT ON E FROM COW LOT ON W, ABOUT 300 FEET SSE OF THE HOUSE,
 LD0697'ABOUT 400 FEET S OF U.S. HIGHWAY 150, 185 FEET S OF SW CORNER
 LD0697'OF THE LARGE HORSE-AND-CATTLE BARN, 56 FEET S OF SW CORNER
 LD0697'OF THE HOG BARN, 60 FEET ESE OF SE CORNER OF THE IMPLEMENT
 LD0697'BARN, 53 FEET N OF THE S COW LOT FENCE.  MARK PROJECTS 3
 LD0697'INCHES.
 LD0697'
 LD0697'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0697'BRONZE DISKS SET IN CONCRETE.
 LD0697'
 LD0697'REFERENCE MARK NO. 1 IS SE OF STATION, IN SE CORNER OF THE HOG
 LD0697'LOT, 2 FEET W OF THE SE CORNER POST, 63 FEET E OF THE CORNER
 LD0697'POST BETWEEN HOG LOT AND COW LOT, 129 FEET SSE OF SW CORNER OF THE
 LD0697'HOG BARN.  PROJECTING 2 INCHES.
 LD0697'
 LD0697'REFERENCE MARK NO. 2 IS WSW OF STATION, ON S FENCE LINE OF THE E-W
 LD0697'COW LANE, 92 FEET W OF THE SE CORNER POST OF THE COW LOT, 74 FEET
 LD0697'SSW OF SE CORNER OF THE IMPLEMENT BARN.  PROJECTING 1 INCH.
 LD0697'
 LD0697'AZIMUTH MARK IS ENE OF STATION, 37 FEET N OF CENTER LINE OF
 LD0697'U.S. HIGHWAY 150, ON PASTURE (RIGHT-OF-WAY) FENCE LINE, 12 FEET
 LD0697'W OF A CONCRETE RIGHT-OF-WAY POST, 31 FEET E OF
 LD0697'SW CORNER POST OF PASTURE FENCE.  PROJECTING 4 INCHES.
 LD0697'
 LD0697'TO REACH FROM LAURA, GO S ON STATE HIGHWAY 78, 1.3 MILES TO
 LD0697'JUNCTION WITH U.S. HIGHWAY 150, THENCE W ON U.S. HIGHWAY 150,
 LD0697'6.1 MILES TO HOUSE AND STATION ON S SIDE OF ROAD.
 LD0697'
 LD0697'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 LD0697
 LD0697                          STATION RECOVERY (1959)
 LD0697
 LD0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0697'THE STATION MARK, REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK
 LD0697'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LD0697'REFERENCE MARK NUMBER 1 WAS DESTROYED BY THIS PARTY DUE TO THE
 LD0697'FACT THAT IT WAS IN THE WAY OF FIELD CULTIVATION AND IT HAD
 LD0697'BEEN MOVED TO A LEANING POSITION.  A NEW REFERENCE MARK, NUMBER
 LD0697'3, WAS ESTABLISHED BY THIS PARTY THIS YEAR.  A DESCRIPTION TO
 LD0697'REFERENCE MARK NUMBER 3 IS BELOW.  THE FENCES AROUND THE
 LD0697'BARNYARD HAVE BEEN MOVED SO NEW MEASUREMENTS TO THE STATION
 LD0697'MARK WERE MADE.  THE DIRECTION TO REFERENCE MARK NUMBER 2
 LD0697'WAS NOT CHECKED BUT THE DISTANCE WAS CHECKED.
 LD0697'
 LD0697'THE STATION MARK IS NOW 51 FEET NORTH OF THE SOUTH BARNYARD
 LD0697'FENCE AND 43 FEET WEST OF THE EAST BARNYARD FENCE.
 LD0697'
 LD0697'REFERENCE MARK NUMBER 3, A STANDARD DISK STAMPED ENGLE NO. 3
 LD0697'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LD0697'2 INCHES.  THE MARK IS 1 FOOT NORTHWEST OF THE SOUTHEAST CORNER
 LD0697'OF THE BARNYARD FENCE.  THE ORIGINAL TO REACH IS ADEQUATE.
 LD0697
 LD0697                          STATION RECOVERY (1997)
 LD0697
 LD0697'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0579 ***********************************************************************
 KC0579  DESIGNATION -  ENOS RESET
 KC0579  PID         -  KC0579
 KC0579  STATE/COUNTY-  IL/MACOUPIN
 KC0579  USGS QUAD   -  HETTICK (1983)
 KC0579
 KC0579                         *CURRENT SURVEY CONTROL
 KC0579  ___________________________________________________________________
 KC0579* NAD 83(1997)-  39 18 03.84280(N)    090 00 31.46738(W)     ADJUSTED  
 KC0579* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 KC0579  ___________________________________________________________________
 KC0579  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 KC0579  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KC0579
 KC0579  HORZ ORDER  -  FIRST
 KC0579
 KC0579.The horizontal coordinates were established by classical geodetic methods
 KC0579.and adjusted by the National Geodetic Survey in October 1999..
 KC0579
 KC0579.The orthometric height was scaled from a topographic map.
 KC0579
 KC0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0579
 KC0579.The geoid height was determined by GEOID03.
 KC0579
 KC0579;                    North         East     Units Scale Factor Converg.
 KC0579;SPC IL W     -   292,403.220   713,621.575   MT  0.99994346   +0 06 00.1
 KC0579;SPC IL W     -   959,326.23  2,341,273.45   sFT  0.99994346   +0 06 00.1
 KC0579;UTM  15      - 4,354,454.144   757,940.498   MT  1.00041928   +1 53 44.5
 KC0579;UTM  16      - 4,354,504.194   240,551.740   MT  1.00042889   -1 54 24.4
 KC0579
 KC0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0579!SPC IL W     -   0.99997549  x   0.99994346  =   0.99991895
 KC0579!UTM  15      -   0.99997549  x   1.00041928  =   1.00039476
 KC0579!UTM  16      -   0.99997549  x   1.00042889  =   1.00040437
 KC0579
 KC0579:                Primary Azimuth Mark                     Grid Az
 KC0579:SPC IL W     -  ENOS AZ MK                               002 29 55.4
 KC0579:UTM  15      -  ENOS AZ MK                               000 42 11.0
 KC0579:UTM  16      -  ENOS AZ MK                               004 30 19.9
 KC0579
 KC0579|---------------------------------------------------------------------|
 KC0579| PID    Reference Object                     Distance      Geod. Az  |
 KC0579|                                                           dddmmss.s |
 KC0579| CL8458 ENOS AZ MK                                         0023555.5 |
 KC0579| CL8459 ENOS RM 1                            47.272 METERS 02135     |
 KC0579| KC0580 PTS 5 W EB 25                        24.674 METERS 04932     |
 KC0579| KB1461 STANDARD CITY OIL CO STACK          APPROX.19.9 KM 0774251.5 |
 KC0579| KB1465 CARLINVILLE MACOUPIN CO CTHSE       APPROX.11.4 KM 1021246.6 |
 KC0579| KB1464 CARLINVILLE ST JOSEPH CATH CH       APPROX.11.3 KM 1045437.8 |
 KC0579| KB1463 CARLINVILLE MUNICIPAL TANK          APPROX.11.2 KM 1054301.6 |
 KC0579| CL8460 ENOS RM 2                            75.901 METERS 11040     |
 KC0579| CL8461 ENOS RM 3                             6.752 METERS 19440     |
 KC0579|---------------------------------------------------------------------|
 KC0579
 KC0579                          SUPERSEDED SURVEY CONTROL
 KC0579
 KC0579  NAD 83(1986)-  39 18 03.84938(N)    090 00 31.45506(W) AD(       ) 1
 KC0579  NAD 27      -  39 18 03.68200(N)    090 00 31.07300(W) AD(       ) 1
 KC0579
 KC0579.Superseded values are not recommended for survey control.
 KC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0579.See file dsdata.txt to determine how the superseded data were derived.
 KC0579
 KC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD5794054454(NAD 83)
 KC0579_MARKER: DS = TRIANGULATION STATION DISK
 KC0579_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KC0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0579
 KC0579  HISTORY     - Date     Condition        Report By
 KC0579  HISTORY     - 1978     MONUMENTED       NGS
 KC0579
 KC0579                          STATION DESCRIPTION
 KC0579
 KC0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KC0579'STATION UNDERGROUND MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND
 KC0579'IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED TO HAVE
 KC0579'BEEN DESTROYED BY ROAD AND DITCH WORK.  PTS NO 5W 1923 AN USGS SURVEY
 KC0579'MARK WAS FOUND DESTROYED COVERED IN A DITCH, AND ABOUT 50 FEET FROM
 KC0579'ITS ORIGINAL POSITION.  THE DISK WAS SALVAGED.
 KC0579'
 KC0579'A NEW STATION SURFACE MARK WAS SET HOLDING THE PLUMBED UNDERGROUND
 KC0579'POINT.  REFERENCE MARK 3 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE
 KC0579'MARK 1 CHECKED, THE ANGLE WAS GREATER BY 2 MINUTES AND 32 SECONDS.  A
 KC0579'NEW DESCRIPTION FOLLOWS.
 KC0579'
 KC0579'THE STATION IS ABOUT 7 MILES NORTHWEST OF CARLINVILLE AND ON PROPERTY
 KC0579'OWNED BY MR BILL GLEASON WHO RESIDES ABOUT 0.5 MILE SOUTHWEST OF THE
 KC0579'STATION.  HIS PHONE NUMBER IS 217 854 8908.
 KC0579'
 KC0579'TO REACH THE STATION FROM WEST EDGE OF THE SQUARE IN CARINVILLE, GO
 KC0579'WEST ON STATE HIGHWAY 108 FOR 7.35 MILES TO A SIDE ROAD RIGHT.  TURN
 KC0579'RIGHT, GO NORTH ON AN OILED ROAD FOR 0.5 MILE TO THE STATION ON THE
 KC0579'LEFT AT A SIDE ROAD RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 KC0579'STATION, CONTINUE AHEAD FOR 0.25 MILE TO THE MARK ON THE LEFT AS
 KC0579'DESCRIBED.  THE STATION IS 75.4 FT WEST OF CENTERLINE OF OILED ROAD,
 KC0579'74 FT SOUTHWEST OF A POWERLINE GUY POLE, 27.5 FT SOUTH OF THE EXTENDED
 KC0579'CENTER LINE OF A ROAD TO THE EAST, 58.3 FT WEST OF AND UNDERGROUND
 KC0579'TELEPHONE CABLE WARNING JUNCTION BOX AND 24.4 FT NORTH OF A FENCE AND
 KC0579'HEDGE ROW.  THE MARK IS UNDERGROUND 24 INCHES AND THE DISK STAMPED
 KC0579'ENOS 1934 1978.  REFERENCE MARK 1 IS 96 FT NORTH OF TELEPHONE POLE,
 KC0579'17 FT WEST OF THE CENTERLINE OF THE ROAD AND 16 FT NORTH OF THE
 KC0579'EXTENDED CENTERLINE OF THE ROAD TO THE EAST.  THE MARK PROJECTS 5
 KC0579'INCHES AND THE DISK STAMPED ENOS NO 1 1934.
 KC0579'
 KC0579'REFERENCE MARK 3 IS 64 FT WEST OF CENTERLINE OF ROAD, 48 FT SOUTH
 KC0579'OF THE CENTERLINE OF ROAD TO THE EAST, 63 FT SOUTHWEST OF THE
 KC0579'UNDERGROUND PHONE JUNCTION BOX AND 2 FT NORTH OF FENCELINE AND HEDGE
 KC0579'ROW.  THE MARK IS A 3 FOOT ALUMINUM MARKER STAMPED ENOS 1934 NO 3
 KC0579'1978 AND IT PROJECTS 3 INCHES.
 KC0579'
 KC0579'THE AZIMUTH MARK IS 30 FT SOUTH OF CENTERLINE OF A FIELD ROAD
 KC0579'ENTRANCE AND 20 FT WEST OF CENTERLINE OF OILED ROAD.  THE MARK
 KC0579'PROJECTS ABOUT 10 INCHES AND THE DISK STAMPED ENOS AZIMUTH 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1237 ***********************************************************************
 MF1237  DESIGNATION -  EOLA I 5 D CO
 MF1237  PID         -  MF1237
 MF1237  STATE/COUNTY-  IL/DU PAGE
 MF1237  USGS QUAD   -  NAPERVILLE (1993)
 MF1237
 MF1237                         *CURRENT SURVEY CONTROL
 MF1237  ___________________________________________________________________
 MF1237* NAD 83(1986)-  41 48 03.     (N)    088 14 24.     (W)     SCALED    
 MF1237* NAVD 88     -       228.278  (meters)     748.94   (feet)  ADJUSTED  
 MF1237  ___________________________________________________________________
 MF1237  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF1237  DYNAMIC HT  -         228.199 (meters)     748.68  (feet)  COMP
 MF1237  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 MF1237
 MF1237  VERT ORDER  -  THIRD
 MF1237
 MF1237.The horizontal coordinates were scaled from a topographic map and have
 MF1237.an estimated accuracy of +/- 6 seconds.
 MF1237
 MF1237.The orthometric height was determined by differential leveling
 MF1237.and adjusted by the National Geodetic Survey in June 1991..
 MF1237
 MF1237.The geoid height was determined by GEOID03.
 MF1237
 MF1237.The dynamic height is computed by dividing the NAVD 88
 MF1237.geopotential number by the normal gravity value computed on the
 MF1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1237.degrees latitude (g = 980.6199 gals.).
 MF1237
 MF1237.The modeled gravity was interpolated from observed gravity values.
 MF1237
 MF1237;                    North         East    Units  Estimated Accuracy
 MF1237;SPC IL E     -   569,990.      307,760.      MT  (+/- 180 meters Scaled)
 MF1237
 MF1237                          SUPERSEDED SURVEY CONTROL
 MF1237
 MF1237.No superseded survey control is available for this station.
 MF1237
 MF1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM969284(NAD 83)
 MF1237_MARKER: DB = BENCH MARK DISK
 MF1237_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MF1237_SP_SET: WALK OF OVERPASS
 MF1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1237
 MF1237  HISTORY     - Date     Condition        Report By
 MF1237  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1237  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 MF1237
 MF1237                          STATION DESCRIPTION
 MF1237
 MF1237'DESCRIBED BY MARCHESE AND SONS 1983
 MF1237'4.0 MI SW FROM WARRENVILLE.
 MF1237'4.0 MILES WEST-SOUTHWEST OF WARRENVILLE ON THE EAST SIDE OF EOLA ROAD
 MF1237'OVERPASS OF EAST-WEST TOLLWAY ILLINOIS 5, FROM THE JUNCTION OF STATE
 MF1237'HIGHWAY 59 AND EAST-WEST TOLLWAY ILLINOIS 5, GO SOUTH ON HIGHWAY 59
 MF1237'FOR 0.25 MILE TO DIEHL ROAD, THEN WEST ON DIEHL ROAD 2.0 MILES TO EOLA
 MF1237'ROAD, THEN NORTH ON EOLA ROAD ABOUT 500 FEET TO MARK ON RIGHT, IN THE
 MF1237'EAST CONCRETE WALK OF SOUTH END OF OVERPASS STRUCTURE, AT SOUTHEAST
 MF1237'CORNER OF BRIDGE.
 MF1237
 MF1237                          STATION RECOVERY (1998)
 MF1237
 MF1237'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1455 ***********************************************************************
 HB1455  DESIGNATION -  EQUALITY MUNICIPAL TANK
 HB1455  PID         -  HB1455
 HB1455  STATE/COUNTY-  IL/GALLATIN
 HB1455  USGS QUAD   -  EQUALITY (1996)
 HB1455
 HB1455                         *CURRENT SURVEY CONTROL
 HB1455  ___________________________________________________________________
 HB1455* NAD 83(1997)-  37 44 08.49732(N)    088 20 27.14382(W)     ADJUSTED  
 HB1455* NAVD 88     -                                                        
 HB1455  ___________________________________________________________________
 HB1455  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HB1455  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HB1455
 HB1455  HORZ ORDER  -  THIRD
 HB1455
 HB1455.The horizontal coordinates were established by classical geodetic methods
 HB1455.and adjusted by the National Geodetic Survey in October 1999..
 HB1455
 HB1455
 HB1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1455
 HB1455.The geoid height was determined by GEOID03.
 HB1455
 HB1455;                    North         East     Units Scale Factor Converg.
 HB1455;SPC IL E     -   118,639.205   299,335.394   MT  0.99997501   -0 00 16.6
 HB1455;SPC IL E     -   389,235.46    982,069.54   sFT  0.99997501   -0 00 16.6
 HB1455;UTM  16      - 4,177,336.553   381,850.911   MT  0.99977194   -0 49 14.6
 HB1455
 HB1455                          SUPERSEDED SURVEY CONTROL
 HB1455
 HB1455  NAD 83(1997)-  37 44 08.49982(N)    088 20 27.14320(W) AD(       ) 4
 HB1455  NAD 83(1997)-  37 44 08.50150(N)    088 20 27.14297(W) AD(       ) 4
 HB1455  NAD 83(1986)-  37 44 08.50838(N)    088 20 27.14403(W) AD(       ) 4
 HB1455  NAD 27      -  37 44 08.33863(N)    088 20 26.99465(W) AD(       ) 3
 HB1455
 HB1455.Superseded values are not recommended for survey control.
 HB1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1455.See file dsdata.txt to determine how the superseded data were derived.
 HB1455
 HB1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8185177337(NAD 83)
 HB1455_MARKER: 57 = LOOKOUT TOWER
 HB1455
 HB1455  HISTORY     - Date     Condition        Report By
 HB1455  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1455
 HB1455                          STATION DESCRIPTION
 HB1455
 HB1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1455'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER TANK OF
 HB1455'EQUALITY.  IT IS LOCATED 2 BLOCKS SOUTHEAST OF THE MAIN PART OF
 HB1455'TOWN, ON THE NORTH SIDE OF CALHOUNE STREET.  THE TANK IS SUPPORTED BY
 HB1455'A 4 LEGGED STEEL STRUCTURE, IS 110 FEET HIGH AND IS PAINTED
 HB1455'ALUMINUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1637 ***********************************************************************
 JB1637  DESIGNATION -  ERIE
 JB1637  PID         -  JB1637
 JB1637  STATE/COUNTY-  IL/WAYNE
 JB1637  USGS QUAD   -  MOUNT ERIE (1971)
 JB1637
 JB1637                         *CURRENT SURVEY CONTROL
 JB1637  ___________________________________________________________________
 JB1637* NAD 83(1997)-  38 30 50.41550(N)    088 13 53.35825(W)     ADJUSTED  
 JB1637* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 JB1637  ___________________________________________________________________
 JB1637  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JB1637  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JB1637
 JB1637  HORZ ORDER  -  FIRST
 JB1637
 JB1637.The horizontal coordinates were established by classical geodetic methods
 JB1637.and adjusted by the National Geodetic Survey in October 1999..
 JB1637
 JB1637.The orthometric height was scaled from a topographic map.
 JB1637
 JB1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1637
 JB1637.The geoid height was determined by GEOID03.
 JB1637
 JB1637;                    North         East     Units Scale Factor Converg.
 JB1637;SPC IL E     -   205,033.512   308,882.274   MT  0.99997597   +0 03 48.3
 JB1637;SPC IL E     -   672,680.78  1,013,391.26   sFT  0.99997597   +0 03 48.3
 JB1637;UTM  16      - 4,263,565.920   392,635.749   MT  0.99974195   -0 46 00.9
 JB1637
 JB1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1637!SPC IL E     -   0.99998055  x   0.99997597  =   0.99995652
 JB1637!UTM  16      -   0.99998055  x   0.99974195  =   0.99972250
 JB1637
 JB1637|---------------------------------------------------------------------|
 JB1637| PID    Reference Object                     Distance      Geod. Az  |
 JB1637|                                                           dddmmss.s |
 JB1637| CI4394 ERIE RM 1                            16.986 METERS 04608     |
 JB1637| JB1636 WEST SALEM MUNICIPAL TANK           APPROX.19.8 KM 0874255.3 |
 JB1637| JB1634 WEST SALEM MORAVIAN CH SPIRE        APPROX.20.0 KM 0874617.8 |
 JB1637| CI4393 ERIE AZ MK                          345.169 METERS 11744     |
 JB1637| CI4395 ERIE RM 2                            24.217 METERS 15040     |
 JB1637| JB1643 THOMAS                              APPROX.17.1 KM 3230704.4 |
 JB1637|---------------------------------------------------------------------|
 JB1637
 JB1637                          SUPERSEDED SURVEY CONTROL
 JB1637
 JB1637  NAD 83(1997)-  38 30 50.41755(N)    088 13 53.35665(W) AD(       ) 1
 JB1637  NAD 83(1986)-  38 30 50.42770(N)    088 13 53.35637(W) AD(       ) 1
 JB1637  NAD 27      -  38 30 50.25107(N)    088 13 53.20232(W) AD(       ) 1
 JB1637
 JB1637.Superseded values are not recommended for survey control.
 JB1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1637.See file dsdata.txt to determine how the superseded data were derived.
 JB1637
 JB1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9263663566(NAD 83)
 JB1637_MARKER: DS = TRIANGULATION STATION DISK
 JB1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1637
 JB1637  HISTORY     - Date     Condition        Report By
 JB1637  HISTORY     - 1961     MONUMENTED       CGS
 JB1637  HISTORY     - 1971     GOOD             NGS
 JB1637  HISTORY     - 1972     MARK NOT FOUND   NGS
 JB1637
 JB1637                          STATION DESCRIPTION
 JB1637
 JB1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1637'IT IS IN THE SOUTHEAST PART OF THE SMALL TOWN OF MOUNT ERIE, IN THE
 JB1637'SW 0.25 OF SEC 17, T-1-N,
 JB1637'R-9-E, 51 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 JB1637'THE JESUS NAME PENTECOSTAL
 JB1637'CHURCH, AND ON THE PROPERTY OF MR A R
 JB1637'MARVEL.  IT IS 79 FEET NORTHWEST OF A WITNESS
 JB1637'POST, 68 FEET WEST OF
 JB1637'THE CENTERLINE OF A PAVED STREET AND 39 FEET NORTHWEST OF A 40
 JB1637'INCH OAK TREE.
 JB1637'THE MONUMENT IS UNDERGROUND 16 INCHES AND THE DISK IS
 JB1637'STAMPED ERIE 1961.
 JB1637'
 JB1637'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED
 JB1637'STREET FOR 0.1 MILE TO A
 JB1637'GRAVELED T-ROAD INTERSECTION.  TURN LEFT AND GO
 JB1637'SOUTHEAST ON THE GRAVELED ROAD
 JB1637'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JB1637'
 JB1637'REFERENCE MARK 1 IS 28 FEET WEST OF THE CENTERLINE OF THE ROAD, 28
 JB1637'FEET SOUTHEAST OF
 JB1637'THE SOUTHEAST CORNER OF THE CHURCH AND 1 FOOT SOUTH OF A
 JB1637'FENCE CORNER.  THE MONUMENT
 JB1637'PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JB1637'ERIE NO 1 1961.
 JB1637'
 JB1637'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF THE ROAD, 7
 JB1637'FEET NORTHWEST OF A
 JB1637'48 INCH MAPLE TREE, 1 FOOT SOUTH OF A WITNESS POST AND
 JB1637'1 FOOT WEST OF A FENCE.  THE
 JB1637'MONUMENT PROJECTS 3 INCHES AND THE DISK
 JB1637'IS STAMPED ERIE NO 2 1961.
 JB1637'
 JB1637'THE AZIMUTH MARK IS 42 FEET SOUTHEAST OF THE INTERSECTION OF THE ROAD
 JB1637'AND A DRIVEWAY NORTH, 27
 JB1637'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 9
 JB1637'FEET SOUTHWEST OF A WITNESS POST AND
 JB1637'FENCE, AND 1 FOOT NORTH OF A
 JB1637'POWER POLE.  THE MONUMENT PROJECTS 4 INCHES AND THE
 JB1637'DISK IS STAMPED ERIE 1961.
 JB1637'
 JB1637'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1637
 JB1637                          STATION RECOVERY (1971)
 JB1637
 JB1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1637'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 JB1637'AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER THE LINE OF SIGHT TO
 JB1637'THE AZIMUTH MARK IS OBSTRUCTED BY A HOUSE.  THE DISTANCE TO THE
 JB1637'REFERENCE MARKS CHECKED AS DID THE DIRECTION BETWEEN THEM.  THE
 JB1637'STATION WAS OCCUPIED TO TIE IN THE NEW AZIMUTH MARK.  THE
 JB1637'DESCRIPTION IS GOOD WITH THE BELOW ON THE AZIMUTH MARK NO. 2.
 JB1637'
 JB1637'TO REACH THE AZIMUTH MARK NO. 2 FROM THE STATION, GO SOUTH ON PAVED
 JB1637'STREET FOR 0.05 MILE TO A T-ROAD, TURN LEFT AND GO EAST AND SOUTH ON
 JB1637'PAVED ROAD FOR 1.35 MILES TOA CROSSROAD.  TURN LEFT AND GO EAST ON
 JB1637'GRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT AND THE MARK AS
 JB1637'DESCRIBED.
 JB1637'
 JB1637'AZIMUTH MARK NO. 2 1971 IS A STANDARD USC AND GS AND STATE SURVEY
 JB1637'DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 10
 JB1637'INCHES, 165 FEET EAST OF THE CENTERLINE OF THE SIDEROAD, 24 FEET
 JB1637'SOUTH OF THE CENTERLINE OF PAVED ROAD, 1 FOOT SOUTH OF A FENCE, 1
 JB1637'FOOT WEST OF A METAL WITNESS POST AND ON THE PROPERTY OF MRS. FERN
 JB1637'SMITH.
 JB1637'
 JB1637'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MOUNT ERIE.
 JB1637'
 JB1637'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JB1637
 JB1637                          STATION RECOVERY (1972)
 JB1637
 JB1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JB1637'REFERENCE MARKS AND THE AZIMUTH MARKS WERE RECOVERED AND FOUND AS
 JB1637'DESCRIBED AND IN GOOD CONDITION.  THE STATION MARK IS NOW EITHER
 JB1637'DESTROYED OR COVERED BY THE CONCRETE FLOOR OF A LARGE METAL
 JB1637'BUILDING.  THE STATION MARK SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI4393 ***********************************************************************
 CI4393  DESIGNATION -  ERIE AZ MK
 CI4393  PID         -  CI4393
 CI4393  STATE/COUNTY-  IL/WAYNE
 CI4393  USGS QUAD   -  MOUNT ERIE (1971)
 CI4393
 CI4393                         *CURRENT SURVEY CONTROL
 CI4393  ___________________________________________________________________
 CI4393* NAD 83(1997)-  38 30 45.20713(N)    088 13 40.74702(W)     ADJUSTED  
 CI4393* NAVD 88     -       149.0    (meters)     489.     (feet)  GPS OBS   
 CI4393  ___________________________________________________________________
 CI4393  X           -     154,529.124 (meters)                     COMP
 CI4393  Y           -  -4,994,904.061 (meters)                     COMP
 CI4393  Z           -   3,950,193.753 (meters)                     COMP
 CI4393  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 CI4393  ELLIP HEIGHT-         118.08  (meters)          (05/30/05) GPS OBS
 CI4393  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 CI4393
 CI4393  HORZ ORDER  -  FIRST
 CI4393  ELLP ORDER  -  FOURTH    CLASS I
 CI4393
 CI4393.The horizontal coordinates were established by GPS observations
 CI4393.and adjusted by the National Geodetic Survey in May 2005..
 CI4393
 CI4393.The orthometric height was determined by GPS observations and a
 CI4393.high-resolution geoid model.
 CI4393
 CI4393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI4393
 CI4393.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI4393
 CI4393.The ellipsoidal height was determined by GPS observations
 CI4393.and is referenced to NAD 83.
 CI4393
 CI4393.The geoid height was determined by GEOID03.
 CI4393
 CI4393;                    North         East     Units Scale Factor Converg.
 CI4393;SPC IL E     -   204,873.260   309,187.978   MT  0.99997604   +0 03 56.2
 CI4393;SPC IL E     -   672,155.02  1,014,394.22   sFT  0.99997604   +0 03 56.2
 CI4393;UTM  16      - 4,263,401.293   392,939.028   MT  0.99974115   -0 45 53.0
 CI4393
 CI4393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI4393!SPC IL E     -   0.99998147  x   0.99997604  =   0.99995751
 CI4393!UTM  16      -   0.99998147  x   0.99974115  =   0.99972263
 CI4393
 CI4393                          SUPERSEDED SURVEY CONTROL
 CI4393
 CI4393.No superseded survey control is available for this station.
 CI4393
 CI4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9293963401(NAD 83)
 CI4393_MARKER: DD = SURVEY DISK
 CI4393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI4393_STAMPING: ERIE
 CI4393_PROJECTION: FLUSH
 CI4393_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI4393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI4393+STABILITY: SURFACE MOTION
 CI4393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI4393+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 CI4393
 CI4393  HISTORY     - Date     Condition        Report By
 CI4393  HISTORY     - 1961     MONUMENTED       CGS
 CI4393  HISTORY     - 20040630 GOOD             ILDT
 CI4393  HISTORY     - 20050908 GOOD             NGS
 CI4393
 CI4393                          STATION DESCRIPTION
 CI4393
 CI4393'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RA)
 CI4393'MARK IS LOCATED IS IN THE SOUTHEAST PART OF THE SMALL TOWN OF MOUNT
 CI4393'ERIE, IN THE   SW 0.25  OF SEC 17, T-1-N,   R-9-E, NEAR THE SOUTHWEST
 CI4393'OF THE SOUTHEAST CORNER OF   THE JESUS NAME  PENTECOSTAL   CHURCH,. TO
 CI4393'FROM THE INTERSECTION OF CR2 AND CR3 ON THE SOUTHEAST PART  OF MOUNT
 CI4393'ERIE PROCEED 0.4 MI ON CR 8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CI4393
 CI4393                          STATION RECOVERY (2005)
 CI4393
 CI4393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (CFP)
 CI4393'TO REACH FROM THE JUNCTION OF CR 2 AND CR 3 IN THE SE CORNER OF MT
 CI4393'ERIE PROCEED 0.1 MI SE ON CR3 TO STATION ON LEFT. STATION IS LOCATED
 CI4393'19.25 NE FROM MAIL BOX 18 FT SE FROM THE POST ON THE SE SIDE OF A
 CI4393'DRIVEWAY, 20.25 NE FROM EDGE OF PAVEMENT 1 FT FROM POWER POLE AND 1 FT
 CI4393'FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1868 ***********************************************************************
 KA1868  DESIGNATION -  ERNST
 KA1868  PID         -  KA1868
 KA1868  STATE/COUNTY-  IL/CLARK
 KA1868  USGS QUAD   -  SNYDER (1977)
 KA1868
 KA1868                         *CURRENT SURVEY CONTROL
 KA1868  ___________________________________________________________________
 KA1868* NAD 83(1997)-  39 19 03.65742(N)    087 40 27.41544(W)     ADJUSTED  
 KA1868* NAVD 88     -       176.2    (meters)     578.     (feet)  GPS OBS   
 KA1868  ___________________________________________________________________
 KA1868  X           -     200,514.011 (meters)                     COMP
 KA1868  Y           -  -4,937,097.462 (meters)                     COMP
 KA1868  Z           -   4,019,755.488 (meters)                     COMP
 KA1868  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KA1868  ELLIP HEIGHT-         144.01  (meters)          (12/06/04) GPS OBS
 KA1868  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KA1868
 KA1868  HORZ ORDER  -  FIRST
 KA1868  ELLP ORDER  -  FOURTH    CLASS I
 KA1868
 KA1868.The horizontal coordinates were established by GPS observations
 KA1868.and adjusted by the National Geodetic Survey in December 2002..
 KA1868
 KA1868.The orthometric height was determined by GPS observations and a
 KA1868.high-resolution geoid model.
 KA1868
 KA1868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1868
 KA1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1868
 KA1868.The ellipsoidal height was determined by GPS observations
 KA1868.and is referenced to NAD 83.
 KA1868
 KA1868.The geoid height was determined by GEOID03.
 KA1868
 KA1868;                    North         East     Units Scale Factor Converg.
 KA1868;SPC IL E     -   294,452.929   356,833.894   MT  1.00001475   +0 25 03.4
 KA1868;SPC IL E     -   966,050.98  1,170,712.53   sFT  1.00001475   +0 25 03.4
 KA1868;SPC IN W     -   451,930.289   849,039.460   MT  0.99999863   -0 22 28.0
 KA1868;SPC IN W     - 1,482,707.96  2,785,556.96   sFT  0.99999863   -0 22 28.0
 KA1868;UTM  16      - 4,352,247.846   441,874.458   MT  0.99964160   -0 25 38.1
 KA1868
 KA1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1868!SPC IL E     -   0.99997741  x   1.00001475  =   0.99999216
 KA1868!SPC IN W     -   0.99997741  x   0.99999863  =   0.99997604
 KA1868!UTM  16      -   0.99997741  x   0.99964160  =   0.99961901
 KA1868
 KA1868|---------------------------------------------------------------------|
 KA1868| PID    Reference Object                     Distance      Geod. Az  |
 KA1868|                                                           dddmmss.s |
 KA1868| CM3489 ERNST RM 1                           45.948 METERS 04832     |
 KA1868| CM3488 ERNST AZ MK RESET                                  1431830.6 |
 KA1868| CM3487 ERNST AZ MK                                        1595425.6 |
 KA1868| CM3490 ERNST RM 2                           39.298 METERS 30705     |
 KA1868| CM3491 ERNST RM 3                           47.518 METERS 31953     |
 KA1868| KA1865 PATRICKS                            APPROX. 4.1 KM 3405559.3 |
 KA1868|---------------------------------------------------------------------|
 KA1868
 KA1868                          SUPERSEDED SURVEY CONTROL
 KA1868
 KA1868  ELLIP H (12/18/02)  144.02   (m)                       GP(       ) 4 2
 KA1868  NAD 83(1997)-  39 19 03.65627(N)    087 40 27.41273(W) AD(       ) 1
 KA1868  ELLIP H (10/21/99)  144.09   (m)                       GP(       ) 4 1
 KA1868  NAD 83(1997)-  39 19 03.65624(N)    087 40 27.41242(W) AD(       ) 1
 KA1868  NAD 83(1986)-  39 19 03.66306(N)    087 40 27.40523(W) AD(       ) 1
 KA1868  NAD 27      -  39 19 03.52720(N)    087 40 27.30820(W) AD(       ) 1
 KA1868  NGVD 29 (06/25/91)  176.2    (m)          578.     (f) GPS OBS        
 KA1868
 KA1868.Superseded values are not recommended for survey control.
 KA1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1868.See file dsdata.txt to determine how the superseded data were derived.
 KA1868
 KA1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4187452248(NAD 83)
 KA1868_MARKER: DS = TRIANGULATION STATION DISK
 KA1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1868_SP_SET: CONCRETE POST
 KA1868_STAMPING: ERNST 1947
 KA1868_MARK LOGO: CGS   
 KA1868_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1868+STABILITY: SURFACE MOTION
 KA1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1868+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KA1868
 KA1868  HISTORY     - Date     Condition        Report By
 KA1868  HISTORY     - 1947     MONUMENTED       CGS
 KA1868  HISTORY     - 1947     GOOD             CGS
 KA1868  HISTORY     - 1953     GOOD             CGS
 KA1868  HISTORY     - 19901009 GOOD             NGS
 KA1868  HISTORY     - 20001229 GOOD             ZAMBRA
 KA1868
 KA1868                          STATION DESCRIPTION
 KA1868
 KA1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1868'THE STATION IS LOCATED BESIDE STATE HIGHWAY 1, ABOUT 5 MILES
 KA1868'SOUTH-SOUTHEAST OF MARSHALL, 4-1/4 MILES NORTHWEST OF DARWIN,
 KA1868'IN THE SMALL SETTLEMENT OF ERNST, AND ON LAND OWNED BY MR. CHRIS
 KA1868'IMLE. THE MARK IS IN THE SOUTHWEST CORNER OF MR. IMLES BARNYARD,
 KA1868'53.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 42.3 FEET
 KA1868'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, AND 22.2 FEET
 KA1868'NORTHWEST OF A WOODEN FENCE. THE MARK IS FLUSH WITH THE GROUND, AND
 KA1868'THE DISK IS STAMPED ERNST 1947.
 KA1868'
 KA1868'REFERENCE MARK NO. 1 IS 150.75 FEET NORTHEAST OF THE STATION, 83
 KA1868'FEET EAST OF THE SOUTHEAST CORNER OF THE BARN, AND 1 FOOT
 KA1868'SOUTHWEST OF A WOODEN FENCE. THE MARK IS FLUSH WITH THE GROUND, AND
 KA1868'THE DISK IS STAMPED ERNST NO 1 1947.
 KA1868'
 KA1868'REFERENCE MARK NO. 2 IS 128.93 FEET NORTHWEST OF THE STATION, 30 FEET
 KA1868'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.6 FEET
 KA1868'SOUTHEAST OF A LARGE CONCRETE GATE POST. THE MARK PROJECTS 6 INCHES,
 KA1868'AND THE DISK IS STAMPED ERNST NO 2 1947.
 KA1868'
 KA1868'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION VIA STATE
 KA1868'HIGHWAY 1, 27.8 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KA1868'HIGHWAY, 10.3 FEET NORTH OF A POWERLINE POLE, 2.3 FEET NORTH OF A
 KA1868'WITNESS POST, AND 1 FOOT EAST OF A WIRE FENCE. THE MARK PROJECTS
 KA1868'6 INCHES, AND THE DISK IS STAMPED ERNST 1947.
 KA1868'
 KA1868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KA1868'HIGHWAY 1 IN MARSHALL, GO SOUTH ON THE LATTER FOR 5.4 MILES TO THE
 KA1868'FARM HOME OF MR. IMLE ON THE LEFT, AND THE STATION IN THE BARNYARD
 KA1868'AS DESCRIBED.
 KA1868'
 KA1868'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 KA1868
 KA1868                          STATION RECOVERY (1947)
 KA1868
 KA1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 KA1868'RECOVERED IN GOOD CONDITION.
 KA1868
 KA1868                          STATION RECOVERY (1953)
 KA1868
 KA1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 KA1868'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 KA1868'CONDITION. THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED AND
 KA1868'FOUND CORRECT. THE DIRECTION TO R.M. NO. 2 DID NOT CHECK. THE
 KA1868'DIRECTION TO R.M. NO. 1 WAS CHECKED AND FOUND CORRECT. BY THE
 KA1868'REQUEST OF THE ILLINOIS STATE HIGHWAY COMMISSION THE AZIMUTH MARK AND
 KA1868'REFERENCE MARK NO. 2 WAS MOVED. A NEW DESCRIPTION FOLLOWS-
 KA1868'
 KA1868'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MARSHALL ALONG THE EAST
 KA1868'SIDE OF STATE HIGHWAY 1, ON PROPERTY OWNED BY MR. CHRIS IMLE. IT
 KA1868'IS 53 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 42 FEET SOUTHWEST
 KA1868'OF THE SOUTHWEST OF A BARN AND 22 FEET NORTHWEST OF A WOODEN
 KA1868'FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED ERNST 1947.
 KA1868'
 KA1868'REFERENCE MARK NO. 1 IS 150.75 FEET NORTHEAST OF THE STATION, 83 FEET
 KA1868'EAST OF THE SOUTHEAST CORNER OF THE BARN AND 1 FOOT SOUTHWEST OF
 KA1868'A WOODEN FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED ERNST NO 1
 KA1868'1947.
 KA1868'
 KA1868'REFERENCE MARK NO. 3 IS 155.90 FEET NORTH OF THE STATION, 61 FEET
 KA1868'EAST OF THE CENTER OF HIGHWAY 1, 57 FEET NORTHWEST OF THE
 KA1868'NORTHWEST CORNER OF THE BARN AND 1 FOOT SOUTH OF A FENCE LINE. THE
 KA1868'MARK IS FLUSH AND THE DISK IS STAMPED ERNST NO 3 1953.
 KA1868'
 KA1868'AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THE STATION, 67 FEET EAST OF
 KA1868'THE CENTER OF STATE HIGHWAY 1, 30 FEET WEST OF THE WEST RAIL OF
 KA1868'A RAILROAD TRACK, 12 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND 2
 KA1868'FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE
 KA1868'DISK IS STAMPED ERNST 1947 RESET 1953.
 KA1868'
 KA1868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KA1868'HIGHWAY 1 IN MARSHALL, GO SOUTH ON STATE HIGHWAY 1 FOR 5.4 MILES
 KA1868'TO THE STATION ON THE L.  AS DESCRIBED. TO REACH THE AZIMUTH MARK
 KA1868'FROM THE STATION, CONTINUE SOUTH ON HIGHWAY 1 FOR 0.15 MILE TO A
 KA1868'SIDE ROAD LEFT. TURN LEFT FOR 0.05 MILE TO THE MARK ON THE RIGHT AS
 KA1868'DESCRIBED.
 KA1868
 KA1868                          STATION RECOVERY (1990)
 KA1868
 KA1868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KA1868'STATION MARK RECOVERED IN GOOD CONDITION. OTHER MARKS NOT SEARCHED
 KA1868'FOR.  STATION IS IN A LAWN AREA BETWEEN A BARN AND A HIGHWAY, IN
 KA1868'SOUTH CENTRAL SECTION 7, T 10 N, R 11 W, ABOUT 75 METERS SOUTHEAST OF
 KA1868'THE HOUSE OF THE PROPERTY OWNER.  OWNERSHIP--ROBERT C. MIEBACH, ROUTE
 KA1868'1, BOX 150, MARSHALL, IL 62441.  PHONE NUMBER IS 217-826-5888.
 KA1868'PERMISSION BY MRS. MIEBACH.
 KA1868'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY
 KA1868'1 (EXIT 147) ABOUT 3 KM (1.9 MI) NORTH OF MARSHALL, GO SOUTH ON
 KA1868'HIGHWAY 1 FOR 3.48 KM (2.16 MI) TO A LARGE, RED WATER TANK IN THE
 KA1868'MARSHALL BUSINESS DISTRICT.  CONTINUE AHEAD ON HIGHWAY 1 FOR 6.64 KM
 KA1868'(4.13 MI) TO GRAND TURN ROAD ON THE RIGHT (A PAVED ROAD LEADING
 KA1868'SOUTH).  CONTINUE ON HIGHWAY 1 FOR 2.03 KM (1.26 MI) TO A WHITE BARN
 KA1868'AND THE STATION ON THE LEFT, ABOUT 100 METERS BEFORE REACHING A
 KA1868'HIGHWAY CURVE RIGHT.
 KA1868'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 KA1868'WITH THE GROUND.  IT IS 16.3 M (53.5 FT) NORTHEAST OF, AND 1 M
 KA1868'(3.3 FT) HIGHER THAN THE HIGHWAY CENTER, 43.8 M (143.7 FT) SOUTHEAST
 KA1868'OF CENTER OF DRIVEWAY BETWEEN THE BARN AND HOUSE, 12.8 M (42.0 FT)
 KA1868'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN, 10.0 M (32.8 FT)
 KA1868'WEST OF A 1.5 M (4.9 FT) HIGH SQUARE CONCRETE GATEPOST, AND 6.9 M
 KA1868'(22.6 FT) NORTH-NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST AT OLD
 KA1868'FENCE LINE.
 KA1868'NOTE- BARN IN DESCRIPTION HAS NOW COLLASPED.  STATION IS LOCATED IN
 KA1868'MOWED AREA OF R-O-W.
 KA1868
 KA1868                          STATION RECOVERY (2000)
 KA1868
 KA1868'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KA1868'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KA1868'RECOVERED  IN GOOD CONDITION. THE TO REACH DESCRIPTION IS
 KA1868'ADEQUATE EXCEPT THERE IS NO BARN.  THE STATION IS 53.5 FT (16.3
 KA1868'METERS)  SOUTHEAST OFSTATE ROUTE 1 CENTERLINE, 143.7 FEET (43.8
 KA1868'METERS) SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY  AND 32.0 FEET
 KA1868'(9.75 METERS) WEST OF A CONCRETE RIGHT-OF-WAY MARKER
 KA1868'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1457 ***********************************************************************
 JB1457  DESIGNATION -  ERWIN
 JB1457  PID         -  JB1457
 JB1457  STATE/COUNTY-  IL/ST CLAIR
 JB1457  USGS QUAD   -  LEBANON (1991)
 JB1457
 JB1457                         *CURRENT SURVEY CONTROL
 JB1457  ___________________________________________________________________
 JB1457* NAD 83(1997)-  38 33 05.63566(N)    089 49 30.44480(W)     ADJUSTED  
 JB1457* NAVD 88     -       142.893  (meters)     468.81   (feet)  ADJUSTED  
 JB1457  ___________________________________________________________________
 JB1457  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 JB1457  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB1457  DYNAMIC HT  -         142.804 (meters)     468.52  (feet)  COMP
 JB1457  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JB1457
 JB1457  HORZ ORDER  -  SECOND
 JB1457  VERT ORDER  -  SECOND    CLASS 0
 JB1457
 JB1457.The horizontal coordinates were established by classical geodetic methods
 JB1457.and adjusted by the National Geodetic Survey in October 1999..
 JB1457
 JB1457.The orthometric height was determined by differential leveling
 JB1457.and adjusted by the National Geodetic Survey in June 1991..
 JB1457
 JB1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1457
 JB1457.The geoid height was determined by GEOID03.
 JB1457
 JB1457.The dynamic height is computed by dividing the NAVD 88
 JB1457.geopotential number by the normal gravity value computed on the
 JB1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1457.degrees latitude (g = 980.6199 gals.).
 JB1457
 JB1457.The modeled gravity was interpolated from observed gravity values.
 JB1457
 JB1457;                    North         East     Units Scale Factor Converg.
 JB1457;SPC IL W     -   209,246.252   729,770.786   MT  0.99995209   +0 12 46.3
 JB1457;SPC IL W     -   686,502.08  2,394,256.32   sFT  0.99995209   +0 12 46.3
 JB1457;UTM  16      - 4,270,799.624   253,808.476   MT  1.00034647   -1 45 41.6
 JB1457
 JB1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1457!SPC IL W     -   0.99998238  x   0.99995209  =   0.99993447
 JB1457!UTM  16      -   0.99998238  x   1.00034647  =   1.00032884
 JB1457
 JB1457:                Primary Azimuth Mark                     Grid Az
 JB1457:SPC IL W     -  LEBANON MUNICIPAL TANK                   014 11 20.4
 JB1457:UTM  16      -  LEBANON MUNICIPAL TANK                   016 09 48.3
 JB1457
 JB1457|---------------------------------------------------------------------|
 JB1457| PID    Reference Object                     Distance      Geod. Az  |
 JB1457|                                                           dddmmss.s |
 JB1457| JB1977 LEBANON MUNICIPAL TANK              APPROX. 6.0 KM 0142406.7 |
 JB1457| JB1460 ERWIN AZ MK                                        0793636.3 |
 JB1457| JB1459 ERWIN RM 1                           32.897 METERS 14159     |
 JB1457| JB1458 ERWIN RM 2                           37.897 METERS 22216     |
 JB1457|---------------------------------------------------------------------|
 JB1457
 JB1457                          SUPERSEDED SURVEY CONTROL
 JB1457
 JB1457  NAD 83(1986)-  38 33 05.65213(N)    089 49 30.43924(W) AD(       ) 2
 JB1457  NAD 27      -  38 33 05.47683(N)    089 49 30.08348(W) AD(       ) 2
 JB1457  NGVD 29 (??/??/92)  143.005  (m)          469.18   (f) ADJ UNCH    2 0
 JB1457
 JB1457.Superseded values are not recommended for survey control.
 JB1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1457.See file dsdata.txt to determine how the superseded data were derived.
 JB1457
 JB1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5380870800(NAD 83)
 JB1457_MARKER: DE = TRAVERSE STATION DISK
 JB1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1457_STAMPING: ERWIN 1961
 JB1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1457+STABILITY: SURFACE MOTION
 JB1457
 JB1457  HISTORY     - Date     Condition        Report By
 JB1457  HISTORY     - 1961     MONUMENTED       CGS
 JB1457  HISTORY     - 1961     GOOD             CGS
 JB1457
 JB1457                          STATION DESCRIPTION
 JB1457
 JB1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1457'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH-SOUTHWEST OFF LEBANON,
 JB1457'ABOUT 0.5 MILE EAST OF
 JB1457'SILVER CREEK, ABOUT 1 MILE WEST OF STATE HIGHWAY 43 AT
 JB1457'THE FARM HOME OF MR ERWIN PFEIFER.
 JB1457'
 JB1457'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE
 JB1457'HIGHWAY 43 ABOUT 0.75 MILE
 JB1457'SOUTH OF LEBANON, GO SOUTH ON STATE HIGHWAY 43 FOR
 JB1457'3.0 MILES TO A BLACKTOP ROAD LEFT,
 JB1457'CONTINUE SOUTH ON STATE HIGHWAY 43
 JB1457'FOR 0.85 MILE TO A SIDE ROAD RIGHT AND SIGN (DRINK
 JB1457'MILK FOR ENERGY),
 JB1457'TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.65 MILE TO WHERE THE
 JB1457'ROAD TURNS RIGHT,
 JB1457'TURN RIGHT AND GO NORTH FOR 0.55 MILE TO A SIDE
 JB1457'ROAD OR DRIVEWAY LEFT, TURN LEFT FOR
 JB1457'0.35 MILE TO THE HOME OF MR
 JB1457'ERWIN PFEIFERS, GO WEST OF HOUSE THEN NORTH ON WEST
 JB1457'SIDE OF FARM
 JB1457'BUILDINGS ON FARM LANE TO THE NORTH SIDE OF THE BARN YARD AND STATION
 JB1457'AS DESCRIBED.
 JB1457'
 JB1457'TO REACH THE AZIMUTH MARK FROM THE FARM HOUSE, GO EAST FOR 0.35 MILE,
 JB1457'TURN LEFT AND GO NORTH FOR
 JB1457'0.15 MILE TO AZIMUTH MARK ON RIGHT SIDE OF ROAD BY
 JB1457'TWO LARGE TREES.
 JB1457'
 JB1457'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH
 JB1457'SQUARE CONCRETE POST
 JB1457'WHICH IS SET UNDERGROUND 14 INCHES AND IS STAMPED ERWIN
 JB1457'1961.  THE MARK IS 26.6 FEET
 JB1457'NORTHEAST OF THE NORTHWEST CORNER OF
 JB1457'SHED, 20 FEET NORTH-NORTHWEST OF THE NORTHEAST
 JB1457'CORNER OF SHED, 10.2
 JB1457'FEET WEST OF WITNESS POST AND 10.5 FEET WEST OF FENCE.
 JB1457'
 JB1457'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 JB1457'INCH SQUARE CONCRETE POST
 JB1457'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB1457'IS STAMPED ERWIN NO 1 1961.  THE
 JB1457'MARK IS 38.8 FEET EAST OF THE
 JB1457'NORTHWEST CORNER OF BARN, 31.5 FEET NORTHWEST OF
 JB1457'TREE AND 1 FOOT
 JB1457'NORTH OF NORTHEAST CORNER OF BARN.
 JB1457'
 JB1457'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF 12 INCH
 JB1457'SQUARE CONCRETE POST
 JB1457'WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED ERWIN NO 2
 JB1457'1961.  THE MARK IS 33 FEET WEST
 JB1457'OF THE NORTHEAST CORNER OF BARN AND 1
 JB1457'FOOT NORTHEAST OF THE NORTHWEST CORNER OF BARN.
 JB1457'
 JB1457'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 JB1457'SQUARE CONCRETE POST
 JB1457'WHICH IS SET FLUSH WITH THE GROUND AND IS STAMPED ERWIN
 JB1457'1961.  THE MARK IS 15 FEET SOUTH
 JB1457'OF LARGER OF TWO TREES, 14 FEET EAST
 JB1457'OF THE CENTER OF ROAD AND 1.9 FEET NORTH-NORTHWEST
 JB1457'OF WITNESS POST.
 JB1457'
 JB1457'HEIGHT OF LIGHT ABOVE STATION MARK 26.67 METERS.
 JB1457
 JB1457                          STATION RECOVERY (1961)
 JB1457
 JB1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1457'5.2 MI SW FROM LEBANON.
 JB1457'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE CROSSING
 JB1457'OF THE BALTIMORE AND OHIO RAIL ROAD IN THE SOUTH PART OF LEBANON,
 JB1457'THENCE 0.6 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.6 MILES
 JB1457'NORTH ALONG A GRAVEL ROAD, THENCE 0.4 MILES WEST ALONG A PRIVATE
 JB1457'ROAD TO A FARM HOUSE, THENCE WEST AND NORTH ALONG THE DRIVE
 JB1457'TO THE NORTH SIDE OF A LARGE RED BARN, 126 FEET NORTHEAST OF
 JB1457'THE NORTHWEST CORNER OF THE BARN, 27 FEET NORTHEAST OF THE
 JB1457'NORTHWEST CORNER OF A METAL CATTLE SHED, 10.5 FEET WEST OF THE
 JB1457'FENCE, 27.5 FEET SOUTHWEST OF A FENCE CORNER, 10.2 FEET WEST OF A
 JB1457'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST 12
 JB1457'INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1460 ***********************************************************************
 JB1460  DESIGNATION -  ERWIN AZ MK
 JB1460  PID         -  JB1460
 JB1460  STATE/COUNTY-  IL/ST CLAIR
 JB1460  USGS QUAD   -  LEBANON (1991)
 JB1460
 JB1460                         *CURRENT SURVEY CONTROL
 JB1460  ___________________________________________________________________
 JB1460* NAD 83(1986)-  38 33 10.     (N)    089 49 04.     (W)     SCALED    
 JB1460* NAVD 88     -       134.704  (meters)     441.94   (feet)  ADJUSTED  
 JB1460  ___________________________________________________________________
 JB1460  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1460  DYNAMIC HT  -         134.619 (meters)     441.66  (feet)  COMP
 JB1460  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JB1460
 JB1460  VERT ORDER  -  SECOND    CLASS 0
 JB1460
 JB1460.The horizontal coordinates were scaled from a topographic map and have
 JB1460.an estimated accuracy of +/- 6 seconds.
 JB1460
 JB1460.The orthometric height was determined by differential leveling
 JB1460.and adjusted by the National Geodetic Survey in June 1991..
 JB1460
 JB1460.The geoid height was determined by GEOID03.
 JB1460
 JB1460.The dynamic height is computed by dividing the NAVD 88
 JB1460.geopotential number by the normal gravity value computed on the
 JB1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1460.degrees latitude (g = 980.6199 gals.).
 JB1460
 JB1460.The modeled gravity was interpolated from observed gravity values.
 JB1460
 JB1460;                    North         East    Units  Estimated Accuracy
 JB1460;SPC IL W     -   209,380.      730,410.      MT  (+/- 180 meters Scaled)
 JB1460
 JB1460                          SUPERSEDED SURVEY CONTROL
 JB1460
 JB1460  NGVD 29 (??/??/92)  134.817  (m)          442.31   (f) ADJ UNCH    2 0
 JB1460
 JB1460.Superseded values are not recommended for survey control.
 JB1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1460.See file dsdata.txt to determine how the superseded data were derived.
 JB1460
 JB1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH544709(NAD 83)
 JB1460_MARKER: DZ = AZIMUTH MARK DISK
 JB1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1460_STAMPING: ERWIN 1961
 JB1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1460+STABILITY: SURFACE MOTION
 JB1460
 JB1460  HISTORY     - Date     Condition        Report By
 JB1460  HISTORY     - 1961     MONUMENTED       CGS
 JB1460
 JB1460                          STATION DESCRIPTION
 JB1460
 JB1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1460'5 MI SW FROM LEBANON.
 JB1460'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE CROSSING
 JB1460'OF THE BALTIMORE AND OHIO RAIL ROAD IN THE SOUTH PART OF LEBANON,
 JB1460'THENCE 0.6 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.75 MILES
 JB1460'NORTH ALONG A GRAVEL ROAD, ABOUT 0.15 MILES NORTH OF THE PRIVATE
 JB1460'DRIVE WEST, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 7.5
 JB1460'FEET SOUTHEAST OF A THIRTYSIX INCH ASH TREE, 15 FEET SOUTH OF A
 JB1460'FORTYEIGHT INCH OAK TREE, 1.8 FEET NORTHWEST OF A METAL WITNESS
 JB1460'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB1460'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1459 ***********************************************************************
 JB1459  DESIGNATION -  ERWIN RM 1
 JB1459  PID         -  JB1459
 JB1459  STATE/COUNTY-  IL/ST CLAIR
 JB1459  USGS QUAD   -  LEBANON (1991)
 JB1459
 JB1459                         *CURRENT SURVEY CONTROL
 JB1459  ___________________________________________________________________
 JB1459* NAD 83(1986)-  38 33 05.     (N)    089 49 30.     (W)     SCALED    
 JB1459* NAVD 88     -       142.920  (meters)     468.90   (feet)  ADJUSTED  
 JB1459  ___________________________________________________________________
 JB1459  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB1459  DYNAMIC HT  -         142.830 (meters)     468.60  (feet)  COMP
 JB1459  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JB1459
 JB1459  VERT ORDER  -  SECOND    CLASS 0
 JB1459
 JB1459.The horizontal coordinates were scaled from a topographic map and have
 JB1459.an estimated accuracy of +/- 6 seconds.
 JB1459
 JB1459.The orthometric height was determined by differential leveling
 JB1459.and adjusted by the National Geodetic Survey in June 1991..
 JB1459
 JB1459.The geoid height was determined by GEOID03.
 JB1459
 JB1459.The dynamic height is computed by dividing the NAVD 88
 JB1459.geopotential number by the normal gravity value computed on the
 JB1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1459.degrees latitude (g = 980.6199 gals.).
 JB1459
 JB1459.The modeled gravity was interpolated from observed gravity values.
 JB1459
 JB1459;                    North         East    Units  Estimated Accuracy
 JB1459;SPC IL W     -   209,230.      729,780.      MT  (+/- 180 meters Scaled)
 JB1459
 JB1459                          SUPERSEDED SURVEY CONTROL
 JB1459
 JB1459  NGVD 29 (??/??/92)  143.032  (m)          469.26   (f) ADJ UNCH    2 0
 JB1459
 JB1459.Superseded values are not recommended for survey control.
 JB1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1459.See file dsdata.txt to determine how the superseded data were derived.
 JB1459
 JB1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH538707(NAD 83)
 JB1459_MARKER: DR = REFERENCE MARK DISK
 JB1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1459_STAMPING: ERWIN NO 1 1961
 JB1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1459+STABILITY: SURFACE MOTION
 JB1459
 JB1459  HISTORY     - Date     Condition        Report By
 JB1459  HISTORY     - 1961     MONUMENTED       CGS
 JB1459
 JB1459                          STATION DESCRIPTION
 JB1459
 JB1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1459'5.2 MI SW FROM LEBANON.
 JB1459'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE CROSSING
 JB1459'OF THE BALTIMORE AND OHIO RAIL ROAD IN THE SOUTH PART OF LEBANON,
 JB1459'THENCE 0.6 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.6 MILES
 JB1459'NORTH ALONG A GRAVEL ROAD, THENCE 0.4 MILES WEST ALONG A PRIVATE
 JB1459'ROAD TO A FARM HOUSE, THENCE WEST AND NORTH ALONG THE DRIVE
 JB1459'TO THE NORTH SIDE OF A LARGE RED BARN, 1.5 FEET NORTH OF THE
 JB1459'NORTHEAST CORNER OF A METAL BARN, 28.5 FEET NORTH OF THE WEST
 JB1459'END OF A BOARD GATE, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JB1459'OF A METAL CATTLE SHED, 108.0 FEET SOUTHEAST OF TRAVERSE STATION
 JB1459'ERWIN, 101.4 FEET SOUTHEAST OF A METAL WITNESS POST AND SET
 JB1459'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1458 ***********************************************************************
 JB1458  DESIGNATION -  ERWIN RM 2
 JB1458  PID         -  JB1458
 JB1458  STATE/COUNTY-  IL/ST CLAIR
 JB1458  USGS QUAD   -  LEBANON (1991)
 JB1458
 JB1458                         *CURRENT SURVEY CONTROL
 JB1458  ___________________________________________________________________
 JB1458* NAD 83(1986)-  38 33 05.     (N)    089 49 30.     (W)     SCALED    
 JB1458* NAVD 88     -       142.252  (meters)     466.71   (feet)  ADJUSTED  
 JB1458  ___________________________________________________________________
 JB1458  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB1458  DYNAMIC HT  -         142.163 (meters)     466.41  (feet)  COMP
 JB1458  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JB1458
 JB1458  VERT ORDER  -  SECOND    CLASS 0
 JB1458
 JB1458.The horizontal coordinates were scaled from a topographic map and have
 JB1458.an estimated accuracy of +/- 6 seconds.
 JB1458
 JB1458.The orthometric height was determined by differential leveling
 JB1458.and adjusted by the National Geodetic Survey in June 1991..
 JB1458
 JB1458.The geoid height was determined by GEOID03.
 JB1458
 JB1458.The dynamic height is computed by dividing the NAVD 88
 JB1458.geopotential number by the normal gravity value computed on the
 JB1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1458.degrees latitude (g = 980.6199 gals.).
 JB1458
 JB1458.The modeled gravity was interpolated from observed gravity values.
 JB1458
 JB1458;                    North         East    Units  Estimated Accuracy
 JB1458;SPC IL W     -   209,230.      729,780.      MT  (+/- 180 meters Scaled)
 JB1458
 JB1458                          SUPERSEDED SURVEY CONTROL
 JB1458
 JB1458  NGVD 29 (??/??/92)  142.364  (m)          467.07   (f) ADJ UNCH    2 0
 JB1458
 JB1458.Superseded values are not recommended for survey control.
 JB1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1458.See file dsdata.txt to determine how the superseded data were derived.
 JB1458
 JB1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH538707(NAD 83)
 JB1458_MARKER: DR = REFERENCE MARK DISK
 JB1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1458_STAMPING: ERWIN NO 2 1961
 JB1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1458+STABILITY: SURFACE MOTION
 JB1458
 JB1458  HISTORY     - Date     Condition        Report By
 JB1458  HISTORY     - 1961     MONUMENTED       CGS
 JB1458
 JB1458                          STATION DESCRIPTION
 JB1458
 JB1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1458'5.2 MI SW FROM LEBANON.
 JB1458'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE CROSSING
 JB1458'OF THE BALTIMORE AND OHIO RAIL ROAD IN THE SOUTH PART OF LEBANON,
 JB1458'THENCE 0.6 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.6 MILES
 JB1458'NORTH ALONG A GRAVEL ROAD, THENCE 0.4 MILES WEST ALONG A PRIVATE
 JB1458'ROAD TO A FARM HOUSE, THENCE WEST AND NORTH ALONG THE DRIVE
 JB1458'TO THE NORTH SIDE OF A LARGE RED BARN, 14.5 FEET EAST OF THE
 JB1458'CENTER LINE OF THE DRIVE, 1.5 FEET NORTHEAST OF THE NORTHWEST
 JB1458'CORNER OF THE BARN, 23.5 FEET EAST OF THE FENCE, 33 FEET WEST OF
 JB1458'THE SOUTH END OF A BOARD GATE, 174.8 FEET SOUTHWEST OF TRAVERSE
 JB1458'STATION ERWIN, 131.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 JB1458'ABOUT 1 FOOT ABOVE THE LEVEL OF THE DRIVE AND SET IN THE TOP
 JB1458'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4780 ***********************************************************************
 DG4780  DESIGNATION -  ET BEND
 DG4780  PID         -  DG4780
 DG4780  STATE/COUNTY-  IL/MONTGOMERY
 DG4780  USGS QUAD   -  RAYMOND (1979)
 DG4780
 DG4780                         *CURRENT SURVEY CONTROL
 DG4780  ___________________________________________________________________
 DG4780* NAD 83(1997)-  39 15 19.29423(N)    089 37 22.32667(W)     ADJUSTED  
 DG4780* NAVD 88     -       199.8    (meters)     656.     (feet)  GPS OBS   
 DG4780  ___________________________________________________________________
 DG4780  X           -      32,552.412 (meters)                     COMP
 DG4780  Y           -  -4,945,460.589 (meters)                     COMP
 DG4780  Z           -   4,014,415.380 (meters)                     COMP
 DG4780  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DG4780  ELLIP HEIGHT-         168.31  (meters)          (12/06/04) GPS OBS
 DG4780  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 DG4780
 DG4780  HORZ ORDER  -  FIRST
 DG4780  ELLP ORDER  -  FOURTH    CLASS I
 DG4780
 DG4780.The horizontal coordinates were established by GPS observations
 DG4780.and adjusted by the WOOLPERT CONSULTANTS in March 2004..
 DG4780
 DG4780.The orthometric height was determined by GPS observations and a
 DG4780.high-resolution geoid model.
 DG4780
 DG4780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4780
 DG4780.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4780
 DG4780.The ellipsoidal height was determined by GPS observations
 DG4780.and is referenced to NAD 83.
 DG4780
 DG4780.The geoid height was determined by GEOID03.
 DG4780
 DG4780;                    North         East     Units Scale Factor Converg.
 DG4780;SPC IL W     -   287,458.038   746,934.864   MT  0.99996829   +0 20 38.8
 DG4780;SPC IL W     -   943,101.91  2,450,568.80   sFT  0.99996829   +0 20 38.8
 DG4780;UTM  16      - 4,348,393.854   273,683.934   MT  1.00023069   -1 39 37.4
 DG4780
 DG4780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4780!SPC IL W     -   0.99997359  x   0.99996829  =   0.99994189
 DG4780!UTM  16      -   0.99997359  x   1.00023069  =   1.00020428
 DG4780
 DG4780                          SUPERSEDED SURVEY CONTROL
 DG4780
 DG4780  ELLIP H (03/22/04)  168.34   (m)                       GP(       ) 3 1
 DG4780
 DG4780.Superseded values are not recommended for survey control.
 DG4780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4780.See file dsdata.txt to determine how the superseded data were derived.
 DG4780
 DG4780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7368448394(NAD 83)
 DG4780_MARKER: DD = SURVEY DISK
 DG4780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4780_STAMPING: 1973 ET BEND
 DG4780_MARK LOGO: DI    
 DG4780_PROJECTION: RECESSED 2 CENTIMETERS
 DG4780_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4780+STABILITY: SURFACE MOTION
 DG4780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4780+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 DG4780
 DG4780  HISTORY     - Date     Condition        Report By
 DG4780  HISTORY     - 1973     MONUMENTED       DI
 DG4780  HISTORY     - 20040119 GOOD             WOOLPT
 DG4780
 DG4780                          STATION DESCRIPTION
 DG4780
 DG4780'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG4780'THIS STATION IS LOCATED APPROXIMATELY 6.15 MI NORTHWEST OF THE
 DG4780'COMMUNITY OF BUTLER, 5.80 MI NORTH-NORTHEAST OF THE CITY OFLITCHFIELD
 DG4780'AND 5.25 MI SOUTH-SOUTHWEST OF THE CITY OF RAYMOND, INTHE SOUTHEAST
 DG4780'QUADRANT OF EAST 4TH ROAD WITH HONEY BEND AVENUE.
 DG4780' 
 DG4780'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 108(NORTH 19TH
 DG4780'AVE) BRIDGE WITH INTERSTATE HIGHWAY 55 (EXIT 60),APPROXIMATELY 7 MI
 DG4780'NORTH OF LITCHFIELD, GO EAST 1.00 MI ONHIGHWAY 108 TO THE JUNCTION OF
 DG4780'HIGHWAY 108 WITH EAST 4TH ROAD ONTHE RIGHT, TURN RIGHT AND GO SOUTH
 DG4780'1.15 MI ON EAST 4TH ROAD TOTHE JUNCTION OF EAST 4TH ROAD WITH A
 DG4780'RAILROAD GRADE, CONTINUESOUTH 0.35 MI ON EAST 4TH ROAD TO THE JUNCTION
 DG4780'OF EAST 4TH ROADWITH HONEY BEND AVENUE AND THE STATION ON THE LEFT.
 DG4780'THE STATIONIS A BRONZE US DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY
 DG4780'MARKDISK STAMPED --1973 ET BEND-- SET INTO THE TOP OF A
 DG4780'2-INCHDIAMETER CONCRETE MONUMENT RECESSED 2 CM BELOW GROUND.
 DG4780' 
 DG4780'THE STATION IS 15.2 M (50.0 FT) WEST OF A TELEPHONE PEDESTAL INTHE
 DG4780'SOUTHWEST QUADRANT OF THE ROAD JUNCTION, 15.2 M (50.0 FT)NORTH A
 DG4780'UTILITY POLE, 9.8 M (32.0 FT) NORTH OF THE CENTERLINE OFHONEY BEND
 DG4780'AVENUE, 7.3 M (24 FT) WEST OF THE CENTERLINE OF EAST4TH ROAD, 4.0 M
 DG4780'(13.0 FT) SOUTH OF A TELEPHONE PEDESTAL IN THE SOUTHEAST QUADRANT OF
 DG4780'ROAD JUNCTION AND APPROXIMATELY 1.5 M(5 FT) WEST OF THE WEST EDGE OF A
 DG4780'CULTIVATED FIELD.
 DG4780' 
 DG4780'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6527 ***********************************************************************
 DF6527  DESIGNATION -  ET HURR
 DF6527  PID         -  DF6527
 DF6527  STATE/COUNTY-  IL/MONTGOMERY
 DF6527  USGS QUAD   -  NOKOMIS (1980)
 DF6527
 DF6527                         *CURRENT SURVEY CONTROL
 DF6527  ___________________________________________________________________
 DF6527* NAD 83(1997)-  39 16 19.46976(N)    089 15 03.23896(W)     ADJUSTED  
 DF6527* NAVD 88     -       223.7    (meters)     734.     (feet)  GPS OBS   
 DF6527  ___________________________________________________________________
 DF6527  X           -      64,642.711 (meters)                     COMP
 DF6527  Y           -  -4,943,988.841 (meters)                     COMP
 DF6527  Z           -   4,015,867.121 (meters)                     COMP
 DF6527  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DF6527  ELLIP HEIGHT-         191.85  (meters)          (12/06/04) GPS OBS
 DF6527  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DF6527
 DF6527  HORZ ORDER  -  FIRST
 DF6527  ELLP ORDER  -  FOURTH    CLASS I
 DF6527
 DF6527.The horizontal coordinates were established by GPS observations
 DF6527.and adjusted by the WOOLPERT CONSULTANTS in July 2003..
 DF6527
 DF6527.The orthometric height was determined by GPS observations and a
 DF6527.high-resolution geoid model.
 DF6527
 DF6527.Photographs are available for this station.
 DF6527
 DF6527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6527
 DF6527.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6527
 DF6527.The ellipsoidal height was determined by GPS observations
 DF6527.and is referenced to NAD 83.
 DF6527
 DF6527.The geoid height was determined by GEOID03.
 DF6527
 DF6527;                    North         East     Units Scale Factor Converg.
 DF6527;SPC IL W     -   289,572.504   779,020.916   MT  1.00001803   +0 34 47.0
 DF6527;SPC IL W     -   950,039.12  2,555,837.79   sFT  1.00001803   +0 34 47.0
 DF6527;UTM  16      - 4,349,384.738   305,829.275   MT  1.00006424   -1 25 31.0
 DF6527
 DF6527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6527!SPC IL W     -   0.99996990  x   1.00001803  =   0.99998793
 DF6527!UTM  16      -   0.99996990  x   1.00006424  =   1.00003414
 DF6527
 DF6527                          SUPERSEDED SURVEY CONTROL
 DF6527
 DF6527  ELLIP H (07/22/03)  191.88   (m)                       GP(       ) 4 1
 DF6527
 DF6527.Superseded values are not recommended for survey control.
 DF6527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6527.See file dsdata.txt to determine how the superseded data were derived.
 DF6527
 DF6527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0582949385(NAD 83)
 DF6527_MARKER: DR = REFERENCE MARK DISK
 DF6527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6527_STAMPING: 1973 ET HURR
 DF6527_MARK LOGO: DI    
 DF6527_PROJECTION: FLUSH
 DF6527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6527+STABILITY: SURFACE MOTION
 DF6527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6527+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 DF6527
 DF6527  HISTORY     - Date     Condition        Report By
 DF6527  HISTORY     - 1973     MONUMENTED       DI
 DF6527  HISTORY     - 20030613 GOOD             WOOLPT
 DF6527  HISTORY     - 20060313 GOOD             CAS
 DF6527
 DF6527                          STATION DESCRIPTION
 DF6527
 DF6527'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (BJM)
 DF6527'THE STATION IS LOCATED APPROXIMATELY 29.5 MI WEST-NORTHWEST OF THE
 DF6527'CITY OF EFFINGHAM,
 DF6527'22.7 MI EAST-NORTHEAST OF THE COMMUNITY OF LITCHFIELD, AND 2.65 MI
 DF6527'SOUTHEAST OF THE
 DF6527'COMMUNITY OF NOKOMIS. ON THE WEST SIDE OF EAST 24TH ROAD.
 DF6527'OWNERSHIP--MONTGOMERY
 DF6527'COUNTY.
 DF6527' 
 DF6527'TO REACH THE STATION FROM THE WEST JUNCTION OF US HIGHWAY 51 (SOUTH
 DF6527'POPLAR STREET)
 DF6527'WITH STATE HIGHWAY 16 (WEST 2ND STREET), IN THE COMMUNITY OF PANA, GO
 DF6527'SOUTHERLY 7.20 MI
 DF6527'ON HIGHWAY 51 TO THE JUNCTION OF HIGHWAY 51 WITH COUNTY HIGHWAY 14 ON
 DF6527'THE RIGHT, ON
 DF6527'THE NORTHEAST SIDE OF THE COMMUNITY OF OCONEE, TURN RIGHT AND GO WEST
 DF6527'2.15 MI ON
 DF6527'HIGHWAY 14 TO THE COUNTY LINE, CONTINUE WEST 4.5 MI ON COUNTY HIGHWAY
 DF6527'2 TO THE JUNCTION
 DF6527'OF HIGHWAY 2 WITH WHITESETTLEMENT TRAIL ON THE LEFT, TURN LEFT AND GO
 DF6527'SOUTH 1.0 MI ON
 DF6527'WHITESETTLEMENT TRAIL TO THE JUNCTION OF WHITESETTLEMENT TRAIL WITH
 DF6527'NORTH 19TH
 DF6527'AVENUE ON THE RIGHT, TURN RIGHT AND GO WEST 1.45 MI ON 19TH AVENUE TO
 DF6527'THE JUNCTION OF
 DF6527'19TH AVENUE WITH 24TH ROAD ON THE LEFT, TURN LEFT AND GO SOUTH 0.25 MI
 DF6527'ON 24TH ROAD TO
 DF6527'THE STATION ON THE RIGHT. THE STATION IS A U.S. DEPT. OF INTERIOR
 DF6527'GEOLOGICAL SURVEY MARK
 DF6527'DISK STAMPED --1973 ET HURR-- SET INTO THE TOP OF A 12 INCH SQUARE
 DF6527'CONCRETE MONUMENT SET
 DF6527'FLUSH WITH THE GROUND AND APPROXIMATELY 4 FEET ABOVE 24TH ROAD.
 DF6527' 
 DF6527'THE STATION IS 24 FEET WEST OF 24TH ROAD, 78.1 FEET NORTHEAST OF THE
 DF6527'NORTHWEST MOST
 DF6527'DOUBLE WOODEN HIGH-VOLTAGE ELECTRIC TRANSMISSION LINE POLES, 37.5 FEET
 DF6527'NORTHWEST OF
 DF6527'THE APPROXIMATE CENTERLINE OF HIGH-VOLTAGE ELECTRIC TRANSMISSION LINE,
 DF6527'AND 1.5 FEET EAST
 DF6527'OF METAL WITNESS POST.
 DF6527'
 DF6527
 DF6527                          STATION RECOVERY (2006)
 DF6527
 DF6527'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 DF6527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7899 ***********************************************************************
 DF7899  CBN         -  This is a Cooperative Base Network Control Station.
 DF7899  DESIGNATION -  ET JOHN
 DF7899  PID         -  DF7899
 DF7899  STATE/COUNTY-  IL/MONTGOMERY
 DF7899  USGS QUAD   -  HILLSBORO (1974)
 DF7899
 DF7899                         *CURRENT SURVEY CONTROL
 DF7899  ___________________________________________________________________
 DF7899* NAD 83(1997)-  39 14 47.14392(N)    089 29 41.23263(W)     ADJUSTED  
 DF7899* NAVD 88     -       194.9    (meters)     639.     (feet)  GPS OBS   
 DF7899  ___________________________________________________________________
 DF7899  X           -      43,613.134 (meters)                     COMP
 DF7899  Y           -  -4,945,998.997 (meters)                     COMP
 DF7899  Z           -   4,013,644.479 (meters)                     COMP
 DF7899  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DF7899  ELLIP HEIGHT-         163.42  (meters)          (09/15/03) GPS OBS
 DF7899  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DF7899
 DF7899  HORZ ORDER  -  A
 DF7899  ELLP ORDER  -  FOURTH    CLASS I
 DF7899
 DF7899.The horizontal coordinates were established by GPS observations
 DF7899.and adjusted by the National Geodetic Survey in September 2003..
 DF7899
 DF7899.The orthometric height was determined by GPS observations and a
 DF7899.high-resolution geoid model.
 DF7899
 DF7899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7899
 DF7899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7899
 DF7899.The ellipsoidal height was determined by GPS observations
 DF7899.and is referenced to NAD 83.
 DF7899
 DF7899.The geoid height was determined by GEOID03.
 DF7899
 DF7899;                    North         East     Units Scale Factor Converg.
 DF7899;SPC IL W     -   286,540.814   757,996.959   MT  0.99998258   +0 25 30.3
 DF7899;SPC IL W     -   940,092.65  2,486,861.69   sFT  0.99998258   +0 25 30.3
 DF7899;UTM  16      - 4,347,090.012   284,709.666   MT  1.00017073   -1 34 44.2
 DF7899
 DF7899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7899!SPC IL W     -   0.99997436  x   0.99998258  =   0.99995694
 DF7899!UTM  16      -   0.99997436  x   1.00017073  =   1.00014509
 DF7899
 DF7899                          SUPERSEDED SURVEY CONTROL
 DF7899
 DF7899.No superseded survey control is available for this station.
 DF7899
 DF7899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8471047090(NAD 83)
 DF7899_MARKER: DD = SURVEY DISK
 DF7899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7899_STAMPING: ET JOHN
 DF7899_MARK LOGO: USGS  
 DF7899_PROJECTION: FLUSH
 DF7899_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7899+STABILITY: SURFACE MOTION
 DF7899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7899+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 DF7899
 DF7899  HISTORY     - Date     Condition        Report By
 DF7899  HISTORY     - 1973     MONUMENTED       USGS
 DF7899  HISTORY     - 20020808 GOOD             ILDT
 DF7899  HISTORY     - 20040119 GOOD             WOOLPT
 DF7899
 DF7899                          STATION DESCRIPTION
 DF7899
 DF7899'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (TJM)
 DF7899'TO REACH FROM THE COUNTY COURTHOUSE IN HILLSBORO GO NORTH ALONG NORTH
 DF7899'ROAD 5.9 MILE
 DF7899'TO CROSSROAD, TURN LEFT (WEST) ON NORTH 17TH AVE. 0.12 MILE TO STATION
 DF7899'ON LEFT. 3.5 FT EAST
 DF7899'OF POWER POLE, 1.5 FT EAST OF A METAL WITNESS POST, 22.5 FT SOUTH OF
 DF7899'CENTERLINE OF ROAD
 DF7899'
 DF7899
 DF7899                          STATION RECOVERY (2004)
 DF7899
 DF7899'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 DF7899'THIS STATION IS LOCATED APPROXIMATELY 9.85 MI NORTHEAST OF THECITY OF
 DF7899'LITCHFIELD, 7.9 MI WEST OF THE COMMUNITY OF WITT AND 6.0MI NORTH OF
 DF7899'THE CITY OF HILLSBORO, ON THE SOUTH SIDE OF 17TH AVENUE.
 DF7899' 
 DF7899'TO REACH THE STATION FROM THE INTERSECTION OF NORTH ROAD (MAINSTREET)
 DF7899'AND THE NORTH SIDE OF THE COURTHOUSE IN HILLSBORO, GONORTH 5.95 MI ON
 DF7899'NORTH ROAD TO THE JUNCTION OF NORTH ROAD WITH17TH AVENUE, TURN LEFT
 DF7899'AND GO WEST 0.15 MI ON 17TH AVENUE TO THESTATION ON THE LEFT. THE
 DF7899'STATION IS A BRONZE US DEPARTMENT OFINTERIOR GEOLOGICAL SURVEY MARK
 DF7899'DISK STAMPED --1973 E T JOHN-- SETINTO THE TOP OF A 12-INCH DIAMETER
 DF7899'CONCRETE MONUMENT FLUSH WITHTHE GROUND AND APPROXIMATELY 0.5 FEET
 DF7899'ABOVE ROAD.
 DF7899' 
 DF7899'THE STATION IS 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF 17TH AVENUE,
 DF7899'1.2 M (3.9 FT) EAST OF A UTILITY POLE, APPROXIMATELY 1 M(3.3 FT) NORTH
 DF7899'OF THE NORTH EDGE OF A CULTIVATED FIELD AND 0.4 M(1.3 FT) EAST OF A
 DF7899'METAL WITNESS POST.
 DF7899' 
 DF7899'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4781 ***********************************************************************
 DG4781  DESIGNATION -  ET WITT
 DG4781  PID         -  DG4781
 DG4781  STATE/COUNTY-  IL/MONTGOMERY
 DG4781  USGS QUAD   -  BALD KNOB (1974)
 DG4781
 DG4781                         *CURRENT SURVEY CONTROL
 DG4781  ___________________________________________________________________
 DG4781* NAD 83(1997)-  39 14 47.18356(N)    089 21 30.70344(W)     ADJUSTED  
 DG4781* NAVD 88     -       204.0    (meters)     669.     (feet)  GPS OBS   
 DG4781  ___________________________________________________________________
 DG4781  X           -      55,375.409 (meters)                     COMP
 DG4781  Y           -  -4,945,887.449 (meters)                     COMP
 DG4781  Z           -   4,013,651.088 (meters)                     COMP
 DG4781  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DG4781  ELLIP HEIGHT-         172.37  (meters)          (12/06/04) GPS OBS
 DG4781  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DG4781
 DG4781  HORZ ORDER  -  FIRST
 DG4781  ELLP ORDER  -  FOURTH    CLASS I
 DG4781
 DG4781.The horizontal coordinates were established by GPS observations
 DG4781.and adjusted by the WOOLPERT CONSULTANTS in March 2004..
 DG4781
 DG4781.The orthometric height was determined by GPS observations and a
 DG4781.high-resolution geoid model.
 DG4781
 DG4781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4781
 DG4781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4781
 DG4781.The ellipsoidal height was determined by GPS observations
 DG4781.and is referenced to NAD 83.
 DG4781
 DG4781.The geoid height was determined by GEOID03.
 DG4781
 DG4781;                    North         East     Units Scale Factor Converg.
 DG4781;SPC IL W     -   286,638.151   769,758.952   MT  1.00000107   +0 30 40.7
 DG4781;SPC IL W     -   940,412.00  2,525,450.83   sFT  1.00000107   +0 30 40.7
 DG4781;UTM  16      - 4,346,775.937   296,469.616   MT  1.00011008   -1 29 33.5
 DG4781
 DG4781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4781!SPC IL W     -   0.99997296  x   1.00000107  =   0.99997403
 DG4781!UTM  16      -   0.99997296  x   1.00011008  =   1.00008303
 DG4781
 DG4781                          SUPERSEDED SURVEY CONTROL
 DG4781
 DG4781  ELLIP H (03/22/04)  172.39   (m)                       GP(       ) 3 1
 DG4781
 DG4781.Superseded values are not recommended for survey control.
 DG4781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4781.See file dsdata.txt to determine how the superseded data were derived.
 DG4781
 DG4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9647046776(NAD 83)
 DG4781_MARKER: DD = SURVEY DISK
 DG4781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4781_STAMPING: 1973 ET WITT
 DG4781_MARK LOGO: DI    
 DG4781_PROJECTION: FLUSH
 DG4781_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4781+STABILITY: SURFACE MOTION
 DG4781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4781+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 DG4781
 DG4781  HISTORY     - Date     Condition        Report By
 DG4781  HISTORY     - 1973     MONUMENTED       DI
 DG4781  HISTORY     - 20040119 GOOD             WOOLPT
 DG4781
 DG4781                          STATION DESCRIPTION
 DG4781
 DG4781'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 DG4781'THIS STATION IS LOCATED ON THE SOUTH EDGE OF THE COMMUNITY OFWITT,
 DG4781'BETWEEN A RAILROAD GRADE AND STATE HIGHWAY 16 ON THE SOUTHSIDE OF AN
 DG4781'ABANDON ROAD GRADE.
 DG4781' 
 DG4781'TO REACH THE STATION FROM THE INTERSECTION OF NORTH 3RD STREETAND EAST
 DG4781'BROADWAY STREET, AT THE US POST OFFICE IN WITT, GO WESTAPPROXIMATELY
 DG4781'300 FEET TO THE INTERSECTION OF BROADWAY STREET ANDSOUTH MAIN STREET,
 DG4781'TURN LEFT AND GO SOUTH 0.5 MI ON MAIN STREETTO THE JUNCTION OF MAIN
 DG4781'STREET WITH HIGHWAY 19, TURN RIGHT AND GOWEST 0.2 MI ON HIGHWAY 19 TO
 DG4781'WHERE HIGHWAY 19 VEERS LEFT AND THESTATION AHEAD. THE STATION IS A
 DG4781'BRONZE US DEPARTMENT OF INTERIORGEOLOGICAL SURVEY MARK DISK STAMPED
 DG4781'--1973 ET WITT-- SET INTO THETOP OF A 12-INCH DIAMETER CONCRETE
 DG4781'MONUMENT FLUSH WITH THE GROUNDAND APPROXIMATELY 3 FEET ABOVE HIGHWAY.
 DG4781' 
 DG4781'THE STATION IS 28.7 M (94.3 FT) NORTH-NORTHWEST OF THE NORTHEASTEDGE
 DG4781'OF HIGHWAY 19 (POINT ON CURVE), 10.6 M (34.8 FT) NORTHEASTOF A
 DG4781'CONCRETE MARKER POST WITH --LANDLINE CCC3 ST L-RRY--ENGRAVED, 10.4 M
 DG4781'(34.2 FT) NORTHEAST OF A TELEPHONE PEDESTAL,10.4 M (34.2 FT)
 DG4781'NORTH-NORTHEAST OF A FIBER-OPTIC LINE MARKER,9.3 M (30.6 FT)
 DG4781'SOUTH-SOUTHEAST OF THE SOUTHEAST RAIL OF RAILROADTRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1885 ***********************************************************************
 LC1885  DESIGNATION -  EUREKA COURTHOUSE FINIAL
 LC1885  PID         -  LC1885
 LC1885  STATE/COUNTY-  IL/WOODFORD
 LC1885  USGS QUAD   -  EUREKA (1979)
 LC1885
 LC1885                         *CURRENT SURVEY CONTROL
 LC1885  ___________________________________________________________________
 LC1885* NAD 83(1997)-  40 43 18.86378(N)    089 16 20.15854(W)     ADJUSTED  
 LC1885* NAVD 88     -                                                        
 LC1885  ___________________________________________________________________
 LC1885  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 LC1885  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LC1885
 LC1885  HORZ ORDER  -  THIRD
 LC1885
 LC1885.The horizontal coordinates were established by classical geodetic methods
 LC1885.and adjusted by the National Geodetic Survey in October 1999..
 LC1885
 LC1885
 LC1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1885
 LC1885.The geoid height was determined by GEOID03.
 LC1885
 LC1885;                    North         East     Units Scale Factor Converg.
 LC1885;SPC IL W     -   450,529.508   775,561.954   MT  1.00001143   +0 35 00.7
 LC1885;SPC IL W     - 1,478,112.23  2,544,489.51   sFT  1.00001143   +0 35 00.7
 LC1885;SPC IL E     -   450,584.021   220,673.056   MT  1.00005242   -0 36 45.3
 LC1885;SPC IL E     - 1,478,291.08    723,991.52   sFT  1.00005242   -0 36 45.3
 LC1885;UTM  16      - 4,510,370.123   308,090.396   MT  1.00005334   -1 28 58.3
 LC1885
 LC1885                          SUPERSEDED SURVEY CONTROL
 LC1885
 LC1885  NAD 83(1986)-  40 43 18.87777(N)    089 16 20.16236(W) AD(       ) 4
 LC1885  NAD 27      -  40 43 18.74800(N)    089 16 19.85800(W) AD(       ) 3
 LC1885
 LC1885.Superseded values are not recommended for survey control.
 LC1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1885.See file dsdata.txt to determine how the superseded data were derived.
 LC1885
 LC1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0809010370(NAD 83)
 LC1885_MARKER: 86 = CUPOLA
 LC1885
 LC1885  HISTORY     - Date     Condition        Report By
 LC1885  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1885  HISTORY     - 1959     GOOD             CGS
 LC1885  HISTORY     - 1990     GOOD             USPSQD
 LC1885  HISTORY     - 19981028 GOOD             USPSQD
 LC1885
 LC1885                          STATION DESCRIPTION
 LC1885
 LC1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1885'THE POINT OBSERVED UPON WAS THE FINIAL OF THE CUPOLA ON
 LC1885'THE WOODFORD COUNTY COURTHOUSE.  IT IS A STONE STRUCTURE
 LC1885'WITH THE CUPOLA IN CENTER AND APPROXIMATELY 125 FEET HIGH,
 LC1885'AND IS LOCATED IN THE CENTRAL PART OF TOWN.
 LC1885'
 LC1885'OBSERVED UPON FROM TRIANGULATION STATIONS.  RISSER, LUDWICK,
 LC1885'VOLZ (NO. 61 T U.S.G.S.)
 LC1885'
 LC1885'AN INTERSECTION STATION.
 LC1885
 LC1885                          STATION RECOVERY (1959)
 LC1885
 LC1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1885'THE STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE
 LC1885'IN GOOD CONDITION.
 LC1885'
 LC1885'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LC1885
 LC1885                          STATION RECOVERY (1990)
 LC1885
 LC1885'RECOVERY NOTE BY US POWER SQUADRON 1990 (PBD)
 LC1885'RECOVERED IN GOOD CONDITION.
 LC1885
 LC1885                          STATION RECOVERY (1998)
 LC1885
 LC1885'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1884 ***********************************************************************
 LC1884  DESIGNATION -  EUREKA MUNICIPAL TANK
 LC1884  PID         -  LC1884
 LC1884  STATE/COUNTY-  IL/WOODFORD
 LC1884  USGS QUAD   -  EUREKA (1979)
 LC1884
 LC1884                         *CURRENT SURVEY CONTROL
 LC1884  ___________________________________________________________________
 LC1884* NAD 83(1997)-  40 43 23.17472(N)    089 16 19.04611(W)     ADJUSTED  
 LC1884* NAVD 88     -                                                        
 LC1884  ___________________________________________________________________
 LC1884  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 LC1884  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LC1884
 LC1884  HORZ ORDER  -  THIRD
 LC1884
 LC1884.The horizontal coordinates were established by classical geodetic methods
 LC1884.and adjusted by the National Geodetic Survey in October 1999..
 LC1884
 LC1884
 LC1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1884
 LC1884.The geoid height was determined by GEOID03.
 LC1884
 LC1884;                    North         East     Units Scale Factor Converg.
 LC1884;SPC IL W     -   450,662.747   775,586.705   MT  1.00001147   +0 35 01.5
 LC1884;SPC IL W     - 1,478,549.36  2,544,570.71   sFT  1.00001147   +0 35 01.5
 LC1884;SPC IL E     -   450,716.720   220,700.585   MT  1.00005237   -0 36 44.6
 LC1884;SPC IL E     - 1,478,726.44    724,081.84   sFT  1.00005237   -0 36 44.6
 LC1884;UTM  16      - 4,510,502.389   308,119.937   MT  1.00005320   -1 28 57.7
 LC1884
 LC1884                          SUPERSEDED SURVEY CONTROL
 LC1884
 LC1884  NAD 83(1986)-  40 43 23.18868(N)    089 16 19.04995(W) AD(       ) 4
 LC1884  NAD 27      -  40 43 23.05700(N)    089 16 18.74200(W) AD(       ) 3
 LC1884
 LC1884.Superseded values are not recommended for survey control.
 LC1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1884.See file dsdata.txt to determine how the superseded data were derived.
 LC1884
 LC1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0812010502(NAD 83)
 LC1884_MARKER: 53 = ELEVATED TANK
 LC1884
 LC1884  HISTORY     - Date     Condition        Report By
 LC1884  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1884  HISTORY     - 1959     GOOD             CGS
 LC1884  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LC1884
 LC1884                          STATION DESCRIPTION
 LC1884
 LC1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1884'THE POINT OBSERVED UPON WAS THE FINIAL OF THE EUREKA MUNICIPAL
 LC1884'WATER TANK.  THE TANK IS A STEEL STRUCTURE PAINTED ALUMINUM
 LC1884'AND IS APPROXIMATELY 125 FEET HIGH.  IT IS LOCATED ON CITY
 LC1884'PROPERTY AT THE INTERSECTION OF BULLOCK AND MAJOR STREETS.
 LC1884'
 LC1884'OBSERVED UPON FROM TRIANGULATION STATIONS.  RISSER, LUDWICK,
 LC1884'VOLZ (NO. 61 T U.S.G.S.).
 LC1884'
 LC1884'AN INTERSECTION STATION.
 LC1884
 LC1884                          STATION RECOVERY (1959)
 LC1884
 LC1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1884'THE STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE
 LC1884'IN GOOD CONDITION.
 LC1884'
 LC1884'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LC1884
 LC1884                          STATION RECOVERY (1990)
 LC1884
 LC1884'RECOVERY NOTE BY US POWER SQUADRON 1990 (PBD)
 LC1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1932 ***********************************************************************
 JB1932  DESIGNATION -  EVANS
 JB1932  PID         -  JB1932
 JB1932  STATE/COUNTY-  IL/RANDOLPH
 JB1932  USGS QUAD   -  EVANSVILLE (1982)
 JB1932
 JB1932                         *CURRENT SURVEY CONTROL
 JB1932  ___________________________________________________________________
 JB1932* NAD 83(1997)-  38 04 06.30015(N)    089 55 55.27632(W)     ADJUSTED  
 JB1932* NAVD 88     -       168.2    (meters)     552.     (feet)  VERTCON   
 JB1932  ___________________________________________________________________
 JB1932  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 JB1932  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JB1932
 JB1932  HORZ ORDER  -  SECOND
 JB1932
 JB1932.The horizontal coordinates were established by classical geodetic methods
 JB1932.and adjusted by the National Geodetic Survey in October 1999..
 JB1932
 JB1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1932
 JB1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1932
 JB1932.The geoid height was determined by GEOID03.
 JB1932
 JB1932;                    North         East     Units Scale Factor Converg.
 JB1932;SPC IL W     -   155,589.454   720,589.130   MT  0.99994640   +0 08 40.9
 JB1932;SPC IL W     -   510,463.07  2,364,132.84   sFT  0.99994640   +0 08 40.9
 JB1932;SPC MO E     -   248,178.097   299,837.468   MT  0.99996391   +0 21 00.8
 JB1932;UTM  16      - 4,217,466.019   242,788.561   MT  1.00041489   -1 48 32.0
 JB1932;UTM  15      - 4,217,851.522   769,141.006   MT  1.00049224   +1 53 34.3
 JB1932
 JB1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1932!SPC IL W     -   0.99997829  x   0.99994640  =   0.99992469
 JB1932!SPC MO E     -   0.99997829  x   0.99996391  =   0.99994220
 JB1932!UTM  16      -   0.99997829  x   1.00041489  =   1.00039317
 JB1932!UTM  15      -   0.99997829  x   1.00049224  =   1.00047052
 JB1932
 JB1932:                Primary Azimuth Mark                     Grid Az
 JB1932:SPC IL W     -  WALSH BELL TELEPHONE MICROWAVE           089 51 33.1
 JB1932:SPC MO E     -  WALSH BELL TELEPHONE MICROWAVE           089 39 13.2
 JB1932:UTM  16      -  WALSH BELL TELEPHONE MICROWAVE           091 48 46.0
 JB1932:UTM  15      -  WALSH BELL TELEPHONE MICROWAVE           088 06 39.7
 JB1932
 JB1932|---------------------------------------------------------------------|
 JB1932| PID    Reference Object                     Distance      Geod. Az  |
 JB1932|                                                           dddmmss.s |
 JB1932| JB1929 WALSH BELL TELEPHONE MICROWAVE      APPROX. 6.5 KM 0900014.0 |
 JB1932| CI4398 EVANS RM 1                          109.487 METERS 26646     |
 JB1932| CI4399 EVANS RM 2                          177.333 METERS 32241     |
 JB1932| JC1615 BURKESVILLE BELL MICROWAVE          APPROX.27.1 KM 3224730.5 |
 JB1932|---------------------------------------------------------------------|
 JB1932
 JB1932                          SUPERSEDED SURVEY CONTROL
 JB1932
 JB1932  NAD 83(1986)-  38 04 06.30899(N)    089 55 55.27067(W) AD(       ) 2
 JB1932  NAD 27      -  38 04 06.12487(N)    089 55 54.88374(W) AD(       ) 2
 JB1932  NGVD 29 (07/19/86)  168.3    (m)          552.     (f) VERT ANG       
 JB1932
 JB1932.Superseded values are not recommended for survey control.
 JB1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1932.See file dsdata.txt to determine how the superseded data were derived.
 JB1932
 JB1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4278917466(NAD 83)
 JB1932_MARKER: DD = SURVEY DISK
 JB1932_SETTING: 0 = UNSPECIFIED SETTING
 JB1932
 JB1932  HISTORY     - Date     Condition        Report By
 JB1932  HISTORY     - 1969     MONUMENTED       USGS
 JB1932
 JB1932                          STATION DESCRIPTION
 JB1932
 JB1932'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1932'STATION IS LOCATED ABOUT 1.6 MI S. OF EVANSVILLE, ABOUT 0.2 MI E. OF
 JB1932'THE CENTER OF SEC. 25, T. 5 S., R. 8 W., ON THE CREST OF A HILL AND
 JB1932'NEAR AN E.-W. ROCK SURFACED RD., ON LAND OWNED BY MR. RAYMOND M.
 JB1932'WITTENBRINK OF BELLEVILLE, ILLINOIS.
 JB1932'
 JB1932'TO REACH THE STATION FROM THE EVANSVILLE POST OFFICE, DRIVE SW.
 JB1932'ON MAIN STREET FOR 0.15 MI TO JCT. WITH STATE HWY. 3, TURN LEFT AND
 JB1932'DRIVE S. ON HWY. 3 FOR 1.55 MI TO JCT. OF A ROCK RD. LEADING E.,
 JB1932'TURN LEFT AND DRIVE E. ON ROCK RD. FOR 0.08 MI TO TOP OF HILL AND
 JB1932'STATION ON THE RIGHT.
 JB1932'
 JB1932'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED EVANS 1969
 JB1932'CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN GROUND
 JB1932'AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  REFERENCE MARKS ARE
 JB1932'FLUSH.  STATION MARK IS 12 IN. BELOW GROUND.
 JB1932'
 JB1932'STATION MARK IS 27 FT S. OF CENTER OF THE RD., 391 FT E. OF
 JB1932'T-JCT. WITH STATE HWY. 3, AND 11.1 FT S. OF A METAL WITNESS POST.
 JB1932'
 JB1932'REFERENCE MARK 1 IS 359.21 FT (109.487 M.) W. OF STATION, 37 FT
 JB1932'E. OF CENTER OF HWY. 3, 51 FT S. OF CENTER OF ROCK RD. AND 1 FT
 JB1932'N. OF A METAL WITNESS POST.
 JB1932'
 JB1932'REFERENCE MARK 2 IS 581.80 FT (177.333 M.) NW. OF STATION, 25 FT
 JB1932'E. OF CENTER OF HWY. 3, 44 FT S. OF A PASS WITH CARE SIGN AND 1 FT
 JB1932'N. OF A METAL WITNESS POST.
 JB1932'
 JB1932'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0507 ***********************************************************************
 NG0507  DESIGNATION -  EVANSTON MUN TANK
 NG0507  PID         -  NG0507
 NG0507  STATE/COUNTY-  IL/COOK
 NG0507  USGS QUAD   -  EVANSTON (1995)
 NG0507
 NG0507                         *CURRENT SURVEY CONTROL
 NG0507  ___________________________________________________________________
 NG0507* NAD 83(1997)-  42 01 47.15149(N)    087 42 16.41704(W)     ADJUSTED  
 NG0507* NAVD 88     -                                                        
 NG0507  ___________________________________________________________________
 NG0507  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NG0507  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NG0507
 NG0507  HORZ ORDER  -  THIRD
 NG0507
 NG0507.The horizontal coordinates were established by classical geodetic methods
 NG0507.and adjusted by the National Geodetic Survey in October 1999..
 NG0507
 NG0507
 NG0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0507
 NG0507.The geoid height was determined by GEOID03.
 NG0507
 NG0507;                    North         East     Units Scale Factor Converg.
 NG0507;SPC IL E     -   595,599.843   352,068.850   MT  1.00000835   +0 25 15.5
 NG0507;SPC IL E     - 1,954,063.82  1,155,079.22   sFT  1.00000835   +0 25 15.5
 NG0507;UTM  16      - 4,653,321.022   441,677.037   MT  0.99964185   -0 28 18.2
 NG0507
 NG0507                          SUPERSEDED SURVEY CONTROL
 NG0507
 NG0507  NAD 83(1997)-  42 01 47.15168(N)    087 42 16.41761(W) AD(       ) 4
 NG0507  NAD 83(1997)-  42 01 47.15450(N)    087 42 16.43318(W) AD(       ) 4
 NG0507  NAD 83(1986)-  42 01 47.15584(N)    087 42 16.43202(W) AD(       ) 4
 NG0507  NAD 27      -  42 01 47.04190(N)    087 42 16.22049(W) AD(       ) 3
 NG0507
 NG0507.Superseded values are not recommended for survey control.
 NG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0507.See file dsdata.txt to determine how the superseded data were derived.
 NG0507
 NG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4167753321(NAD 83)
 NG0507_MARKER: 53 = ELEVATED TANK
 NG0507
 NG0507  HISTORY     - Date     Condition        Report By
 NG0507  HISTORY     - 1977     FIRST OBSERVED   NGS
 NG0507  HISTORY     - 19951119 GOOD             USPSQD
 NG0507  HISTORY     - 20010331 GOOD             NGS
 NG0507
 NG0507                          STATION DESCRIPTION
 NG0507
 NG0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 NG0507'THE STATION IS THE BALL ATOP AND CENTER OF THE EVANSTON
 NG0507'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH
 NG0507'WITH A CONICAL SHAPED TOP SUPPORTED BY 48 I-BEAM LEGS.  IT IS
 NG0507'BLUE IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 NG0507'
 NG0507'LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF CLEVELAND
 NG0507'STREET AND HARTREY AVENUE IN THE SOUTHWEST SECTION OF EVANSTON,
 NG0507'140 FEET SOUTH OF THE CENTERLINE OF CLEVELAND STREET AND 138
 NG0507'FEET WEST OF THE CENTERLINE OF HARTREY AVENUE.
 NG0507
 NG0507                          STATION RECOVERY (1995)
 NG0507
 NG0507'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0507'RECOVERED IN GOOD CONDITION.
 NG0507
 NG0507                          STATION RECOVERY (2001)
 NG0507
 NG0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0507'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0506 ***********************************************************************
 NG0506  DESIGNATION -  EVANSTON RAD STA WEAW TOWER
 NG0506  PID         -  NG0506
 NG0506  STATE/COUNTY-  IL/COOK
 NG0506  USGS QUAD   -  EVANSTON (1995)
 NG0506
 NG0506                         *CURRENT SURVEY CONTROL
 NG0506  ___________________________________________________________________
 NG0506* NAD 83(1997)-  42 02 14.29678(N)    087 42 11.33326(W)     ADJUSTED  
 NG0506* NAVD 88     -                                                        
 NG0506  ___________________________________________________________________
 NG0506  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NG0506  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NG0506
 NG0506  HORZ ORDER  -  THIRD
 NG0506
 NG0506.The horizontal coordinates were established by classical geodetic methods
 NG0506.and adjusted by the National Geodetic Survey in October 1999..
 NG0506
 NG0506
 NG0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0506
 NG0506.The geoid height was determined by GEOID03.
 NG0506
 NG0506;                    North         East     Units Scale Factor Converg.
 NG0506;SPC IL E     -   596,438.225   352,179.624   MT  1.00000849   +0 25 19.2
 NG0506;SPC IL E     - 1,956,814.41  1,155,442.65   sFT  1.00000849   +0 25 19.2
 NG0506;UTM  16      - 4,654,157.269   441,800.815   MT  0.99964168   -0 28 15.1
 NG0506
 NG0506                          SUPERSEDED SURVEY CONTROL
 NG0506
 NG0506  NAD 83(1997)-  42 02 14.29698(N)    087 42 11.33383(W) AD(       ) 4
 NG0506  NAD 83(1997)-  42 02 14.29977(N)    087 42 11.34961(W) AD(       ) 4
 NG0506  NAD 83(1986)-  42 02 14.30113(N)    087 42 11.34841(W) AD(       ) 4
 NG0506  NAD 27      -  42 02 14.18743(N)    087 42 11.13638(W) AD(       ) 3
 NG0506
 NG0506.Superseded values are not recommended for survey control.
 NG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0506.See file dsdata.txt to determine how the superseded data were derived.
 NG0506
 NG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4180154157(NAD 83)
 NG0506_MARKER: 55 = TOWER
 NG0506
 NG0506  HISTORY     - Date     Condition        Report By
 NG0506  HISTORY     - 1977     FIRST OBSERVED   NGS
 NG0506  HISTORY     - 19951119 MARK NOT FOUND   USPSQD
 NG0506  HISTORY     - 20010331 GOOD             NGS
 NG0506
 NG0506                          STATION DESCRIPTION
 NG0506
 NG0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 NG0506'THE STATION IS THE TOP CENTER OF THE EVANSTON RADIO STATION
 NG0506'WEAW TOWER.  IT IS A THREE LEGGED, TRUSS-WORK TOWER WITH A
 NG0506'POLE MAST ON TOP, PAINTED ALTERNATELY RED AND WHITE, AND
 NG0506'APPROXIMATELY 290 FEET HIGH.
 NG0506'
 NG0506'LOCATED IN THE SOUTHWEST SECTION OF EVANSTON IN THE NORTHEAST
 NG0506'ANGLE OF THE INTERSECTION OF MAIN STREET AND MCDANIEL AVENUE,
 NG0506'143 FEET NORTH OF THE CENTERLINE OF MAIN STREET AND 82 FEET
 NG0506'EAST OF THE CENTERLINE OF MCDANIEL AVENUE.
 NG0506
 NG0506                          STATION RECOVERY (1995)
 NG0506
 NG0506'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0506'MARK NOT FOUND.
 NG0506
 NG0506                          STATION RECOVERY (2001)
 NG0506
 NG0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0506'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0496 ***********************************************************************
 NG0496  DESIGNATION -  EVANSTON RADIO STATION WEAW FM MAST
 NG0496  PID         -  NG0496
 NG0496  STATE/COUNTY-  IL/COOK
 NG0496  USGS QUAD   -  EVANSTON (1995)
 NG0496
 NG0496                         *CURRENT SURVEY CONTROL
 NG0496  ___________________________________________________________________
 NG0496* NAD 83(1997)-  42 02 02.71264(N)    087 42 30.02948(W)     ADJUSTED  
 NG0496* NAVD 88     -                                                        
 NG0496  ___________________________________________________________________
 NG0496  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 NG0496  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NG0496
 NG0496  HORZ ORDER  -  THIRD
 NG0496
 NG0496.The horizontal coordinates were established by classical geodetic methods
 NG0496.and adjusted by the National Geodetic Survey in October 1999..
 NG0496
 NG0496
 NG0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0496
 NG0496.The geoid height was determined by GEOID03.
 NG0496
 NG0496;                    North         East     Units Scale Factor Converg.
 NG0496;SPC IL E     -   596,077.662   351,752.218   MT  1.00000794   +0 25 06.6
 NG0496;SPC IL E     - 1,955,631.46  1,154,040.40   sFT  1.00000794   +0 25 06.6
 NG0496;UTM  16      - 4,653,803.539   441,368.001   MT  0.99964230   -0 28 27.5
 NG0496
 NG0496                          SUPERSEDED SURVEY CONTROL
 NG0496
 NG0496  NAD 83(1997)-  42 02 02.71282(N)    087 42 30.03010(W) AD(       ) 4
 NG0496  NAD 83(1997)-  42 02 02.71536(N)    087 42 30.04546(W) AD(       ) 4
 NG0496  NAD 83(1986)-  42 02 02.71682(N)    087 42 30.04502(W) AD(       ) 4
 NG0496  NAD 27      -  42 02 02.60306(N)    087 42 29.82801(W) AD(       ) 3
 NG0496
 NG0496.Superseded values are not recommended for survey control.
 NG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0496.See file dsdata.txt to determine how the superseded data were derived.
 NG0496
 NG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4136853804(NAD 83)
 NG0496_MARKER: 42 = RADIO/TV MAST
 NG0496
 NG0496  HISTORY     - Date     Condition        Report By
 NG0496  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0496  HISTORY     - 1976     GOOD             NGS
 NG0496  HISTORY     - 19951119 GOOD             USPSQD
 NG0496  HISTORY     - 20010331 GOOD             NGS
 NG0496
 NG0496                          STATION DESCRIPTION
 NG0496
 NG0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0496'THE STATION IS THE CENTER OF THE TOP OF THE FM MAST OF
 NG0496'RADIO STATION WEAW
 NG0496'LOCATED AT 2425 MAIN STREET, 1/2 BLOCK WEST OF FOWLER STREET IN THE
 NG0496'SOUTHWEST EDGE OF EVANSTON.  IT IS A
 NG0496'THREE-LEGGED, SELF-SUPPORTING STEEL STRUCTURE 290
 NG0496'FEET HIGH AND IS PAINTED IN ALTERNATE SECTIONS OF
 NG0496'ORANGE AND WHITE.  THIS MAST IS ABOUT
 NG0496'200 FEET SOUTH OF THE TWO, 190 FOOT MASTS OF THE AM STATION OF WEAW.
 NG0496
 NG0496                          STATION RECOVERY (1976)
 NG0496
 NG0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 NG0496'RECOVERED AS DESCRIBED EXCEPT THAT THE TWO 190 FOOT AM STATION
 NG0496'MASTS HAVE BEEN REMOVED.
 NG0496'
 NG0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EVANSTON.
 NG0496
 NG0496                          STATION RECOVERY (1995)
 NG0496
 NG0496'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0496'RECOVERED IN GOOD CONDITION.
 NG0496
 NG0496                          STATION RECOVERY (2001)
 NG0496
 NG0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0496'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9185 ***********************************************************************
 DE9185  DESIGNATION -  EVANSVILLE
 DE9185  PID         -  DE9185
 DE9185  STATE/COUNTY-  IL/RANDOLPH
 DE9185  USGS QUAD   -  EVANSVILLE (1982)
 DE9185
 DE9185                         *CURRENT SURVEY CONTROL
 DE9185  ___________________________________________________________________
 DE9185* NAD 83(1997)-  38 05 28.65700(N)    089 56 45.56178(W)     ADJUSTED  
 DE9185* NAVD 88     -       123.9    (meters)     406.     (feet)  GPS OBS   
 DE9185  ___________________________________________________________________
 DE9185  X           -       4,738.067 (meters)                     COMP
 DE9185  Y           -  -5,026,256.006 (meters)                     COMP
 DE9185  Z           -   3,913,482.178 (meters)                     COMP
 DE9185  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DE9185  ELLIP HEIGHT-          94.01  (meters)          (02/03/05) GPS OBS
 DE9185  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 DE9185
 DE9185  HORZ ORDER  -  FIRST
 DE9185  ELLP ORDER  -  FOURTH    CLASS II
 DE9185
 DE9185.The horizontal coordinates were established by GPS observations
 DE9185.and adjusted by the National Geodetic Survey in January 2003..
 DE9185
 DE9185.The orthometric height was determined by GPS observations and a
 DE9185.high-resolution geoid model.
 DE9185
 DE9185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9185
 DE9185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9185
 DE9185.The ellipsoidal height was determined by GPS observations
 DE9185.and is referenced to NAD 83.
 DE9185
 DE9185.The geoid height was determined by GEOID03.
 DE9185
 DE9185;                    North         East     Units Scale Factor Converg.
 DE9185;SPC IL W     -   158,125.597   719,357.449   MT  0.99994579   +0 08 10.1
 DE9185;SPC IL W     -   518,783.73  2,360,091.90   sFT  0.99994579   +0 08 10.1
 DE9185;UTM  16      - 4,220,043.902   241,643.534   MT  1.00042215   -1 49 06.4
 DE9185;UTM  15      - 4,220,350.253   767,831.801   MT  1.00048357   +1 53 06.7
 DE9185
 DE9185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9185!SPC IL W     -   0.99998525  x   0.99994579  =   0.99993104
 DE9185!UTM  16      -   0.99998525  x   1.00042215  =   1.00040739
 DE9185!UTM  15      -   0.99998525  x   1.00048357  =   1.00046881
 DE9185
 DE9185:                Primary Azimuth Mark                     Grid Az
 DE9185:SPC IL W     -  EVANSVILLE AZI                           325 17 35.9
 DE9185:UTM  16      -  EVANSVILLE AZI                           327 14 52.4
 DE9185:UTM  15      -  EVANSVILLE AZI                           323 32 39.3
 DE9185
 DE9185|---------------------------------------------------------------------|
 DE9185| PID    Reference Object                     Distance      Geod. Az  |
 DE9185|                                                           dddmmss.s |
 DE9185| DE9186 EVANSVILLE AZI                      APPROX. 0.9 KM 3252546.0 |
 DE9185|---------------------------------------------------------------------|
 DE9185
 DE9185                          SUPERSEDED SURVEY CONTROL
 DE9185
 DE9185  ELLIP H (01/06/03)   94.04   (m)                       GP(       ) 3 2
 DE9185
 DE9185.Superseded values are not recommended for survey control.
 DE9185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9185.See file dsdata.txt to determine how the superseded data were derived.
 DE9185
 DE9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4164420044(NAD 83)
 DE9185_MARKER: A = ALUMINUM MARKER
 DE9185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9185_STAMPING: EVANSVILLE 1996
 DE9185_MARK LOGO: ILDT  
 DE9185_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9185+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9185
 DE9185  HISTORY     - Date     Condition        Report By
 DE9185  HISTORY     - 1996     MONUMENTED       ILDT
 DE9185
 DE9185                          STATION DESCRIPTION
 DE9185
 DE9185'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9185'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9185'STATION IS LOCATED 0.4 MI (0.6 KM) NW OF CENTER OF EVANSVILLE.  TO
 DE9185'REACH STATION FROM IL ROUTE 3 AND LIBERTY ST AT SW SIDE OF EVANSVILLE,
 DE9185'GO NW ON IL ROUTE 3 FOR 0.35 MI (0.56 KM) TO STATION ON THE RIGHT.
 DE9185'STATION IS 29.3 FEET (8.9 M) ENE OF CENTERLINE IL ROUTE 3, 11.0 FEET
 DE9185'(3.4 M) SE OF N END OF E GUARD RAIL, 52.7 FEET (16.1 M) NE OF N END OF
 DE9185'W GUARD RAIL, 3.2 FEET (1.0 M) N OF WITNESS POST. STATION IS FLUSH
 DE9185'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9186 ***********************************************************************
 DE9186  DESIGNATION -  EVANSVILLE AZI
 DE9186  PID         -  DE9186
 DE9186  STATE/COUNTY-  IL/RANDOLPH
 DE9186  USGS QUAD   -  EVANSVILLE (1982)
 DE9186
 DE9186                         *CURRENT SURVEY CONTROL
 DE9186  ___________________________________________________________________
 DE9186* NAD 83(1997)-  38 05 51.91396(N)    089 57 05.84236(W)     ADJUSTED  
 DE9186* NAVD 88     -       128.6    (meters)     422.     (feet)  GPS OBS   
 DE9186  ___________________________________________________________________
 DE9186  X           -       4,243.500 (meters)                     COMP
 DE9186  Y           -  -5,025,817.746 (meters)                     COMP
 DE9186  Z           -   3,914,049.435 (meters)                     COMP
 DE9186  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DE9186  ELLIP HEIGHT-          98.73  (meters)          (02/03/05) GPS OBS
 DE9186  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 DE9186
 DE9186  HORZ ORDER  -  FIRST
 DE9186  ELLP ORDER  -  FOURTH    CLASS II
 DE9186
 DE9186.The horizontal coordinates were established by GPS observations
 DE9186.and adjusted by the National Geodetic Survey in January 2003..
 DE9186
 DE9186.The orthometric height was determined by GPS observations and a
 DE9186.high-resolution geoid model.
 DE9186
 DE9186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9186
 DE9186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9186
 DE9186.The ellipsoidal height was determined by GPS observations
 DE9186.and is referenced to NAD 83.
 DE9186
 DE9186.The geoid height was determined by GEOID03.
 DE9186
 DE9186;                    North         East     Units Scale Factor Converg.
 DE9186;SPC IL W     -   158,841.475   718,861.627   MT  0.99994556   +0 07 57.7
 DE9186;SPC IL W     -   521,132.41  2,358,465.19   sFT  0.99994556   +0 07 57.7
 DE9186;UTM  16      - 4,220,776.626   241,172.194   MT  1.00042516   -1 49 19.8
 DE9186;UTM  15      - 4,221,051.039   767,314.081   MT  1.00048016   +1 52 55.1
 DE9186
 DE9186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9186!SPC IL W     -   0.99998451  x   0.99994556  =   0.99993007
 DE9186!UTM  16      -   0.99998451  x   1.00042516  =   1.00040966
 DE9186!UTM  15      -   0.99998451  x   1.00048016  =   1.00046466
 DE9186
 DE9186:                Primary Azimuth Mark                     Grid Az
 DE9186:SPC IL W     -  EVANSVILLE                               145 17 35.7
 DE9186:UTM  16      -  EVANSVILLE                               147 14 53.2
 DE9186:UTM  15      -  EVANSVILLE                               143 32 38.3
 DE9186
 DE9186|---------------------------------------------------------------------|
 DE9186| PID    Reference Object                     Distance      Geod. Az  |
 DE9186|                                                           dddmmss.s |
 DE9186| DE9185 EVANSVILLE                          APPROX. 0.9 KM 1452533.4 |
 DE9186|---------------------------------------------------------------------|
 DE9186
 DE9186                          SUPERSEDED SURVEY CONTROL
 DE9186
 DE9186  ELLIP H (01/06/03)   98.77   (m)                       GP(       ) 3 2
 DE9186
 DE9186.Superseded values are not recommended for survey control.
 DE9186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9186.See file dsdata.txt to determine how the superseded data were derived.
 DE9186
 DE9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4117220777(NAD 83)
 DE9186_MARKER: A = ALUMINUM MARKER
 DE9186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9186_STAMPING: EVANSVILLE AZI 1996
 DE9186_MARK LOGO: ILDT  
 DE9186_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9186+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9186
 DE9186  HISTORY     - Date     Condition        Report By
 DE9186  HISTORY     - 1996     MONUMENTED       ILDT
 DE9186
 DE9186                          STATION DESCRIPTION
 DE9186
 DE9186'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9186'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9186'STATION IS LOCATED 0.9 MI (1.4 KM) NW OF CENTER OF EVANSVILLE.  TO
 DE9186'REACH STATION FROM IL ROUTE 3 AND LIBERTY ST AT SW SIDE OF EVANSVILLE,
 DE9186'GO NW ON IL ROUTE 3 FOR 0.9 MI (1.4 KM) TO STATION ON RIGHT.  STATION
 DE9186'IS 50.1 FEET (15.3 M) NE OF CENTERLINE IL ROUTE 3, 21.0 FEET (6.4 M) S
 DE9186'OF CENTERLINE SIDE RD, 103.0 FEET (31.4 M) S OF S END OF HEADWALL
 DE9186'UNDER IL ROUTE 3.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2976 ***********************************************************************
 ME2976  DESIGNATION -  EVERGREEN PARK CO MARY SPIRE
 ME2976  PID         -  ME2976
 ME2976  STATE/COUNTY-  IL/COOK
 ME2976  USGS QUAD   -  BLUE ISLAND (1997)
 ME2976
 ME2976                         *CURRENT SURVEY CONTROL
 ME2976  ___________________________________________________________________
 ME2976* NAD 83(1997)-  41 43 19.33423(N)    087 41 33.39642(W)     ADJUSTED  
 ME2976* NAVD 88     -                                                        
 ME2976  ___________________________________________________________________
 ME2976  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ME2976  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2976
 ME2976  HORZ ORDER  -  THIRD
 ME2976
 ME2976.The horizontal coordinates were established by classical geodetic methods
 ME2976.and adjusted by the National Geodetic Survey in October 1999..
 ME2976
 ME2976
 ME2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2976
 ME2976.The geoid height was determined by GEOID03.
 ME2976
 ME2976;                    North         East     Units Scale Factor Converg.
 ME2976;SPC IL E     -   561,428.292   353,313.597   MT  1.00000996   +0 25 35.1
 ME2976;SPC IL E     - 1,841,952.65  1,159,163.03   sFT  1.00000996   +0 25 35.1
 ME2976;UTM  16      - 4,619,146.832   442,390.563   MT  0.99964084   -0 27 39.4
 ME2976
 ME2976                          SUPERSEDED SURVEY CONTROL
 ME2976
 ME2976  NAD 83(1997)-  41 43 19.33434(N)    087 41 33.39669(W) AD(       ) 4
 ME2976  NAD 83(1997)-  41 43 19.33837(N)    087 41 33.40537(W) AD(       ) 4
 ME2976  NAD 83(1986)-  41 43 19.33882(N)    087 41 33.40499(W) AD(       ) 4
 ME2976  NAD 27      -  41 43 19.21904(N)    087 41 33.22356(W) AD(       ) 3
 ME2976
 ME2976.Superseded values are not recommended for survey control.
 ME2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2976.See file dsdata.txt to determine how the superseded data were derived.
 ME2976
 ME2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4239119147(NAD 83)
 ME2976_MARKER: 89 = SPIRE
 ME2976
 ME2976  HISTORY     - Date     Condition        Report By
 ME2976  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2976  HISTORY     - 19970901 GOOD             USPSQD
 ME2976
 ME2976                          STATION DESCRIPTION
 ME2976
 ME2976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME2976'THE STATION IS THE BASE OF CROSS OF THE EVERGREEN PARK LITTLE
 ME2976'COMPANY OF MARY HOSPITAL SPIRE.  IT IS A SILVER SPIRE ATOP A
 ME2976'TEN-STORY, BROWN AND TAN BRICK HOSPITAL BUILDING, ATTACHED TO
 ME2976'ABOUT THE CENTER OF THE BUILDING AND APPROXIMATELY
 ME2976'167 FEET HIGH.
 ME2976'
 ME2976'LOCATED IN THE CENTRAL SECTION OF EVERGREEN PARK, IN THE
 ME2976'NORTHWEST ANGLE OF INTERSECTION OF SOUTH CALIFORNIA AND
 ME2976'WEST NINETY-FIFTH STREET.
 ME2976
 ME2976                          STATION RECOVERY (1997)
 ME2976
 ME2976'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1748 ***********************************************************************
 JB1748  DESIGNATION -  EWING
 JB1748  PID         -  JB1748
 JB1748  STATE/COUNTY-  IL/FRANKLIN
 JB1748  USGS QUAD   -  EWING (1974)
 JB1748
 JB1748                         *CURRENT SURVEY CONTROL
 JB1748  ___________________________________________________________________
 JB1748* NAD 83(1997)-  38 06 14.07281(N)    088 49 28.89729(W)     ADJUSTED  
 JB1748* NAVD 88     -       176.0    (meters)     577.     (feet)  VERTCON   
 JB1748  ___________________________________________________________________
 JB1748  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JB1748  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 JB1748
 JB1748  HORZ ORDER  -  FIRST
 JB1748
 JB1748.The horizontal coordinates were established by classical geodetic methods
 JB1748.and adjusted by the National Geodetic Survey in October 1999..
 JB1748
 JB1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1748
 JB1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1748
 JB1748.The geoid height was determined by GEOID03.
 JB1748
 JB1748;                    North         East     Units Scale Factor Converg.
 JB1748;SPC IL E     -   159,622.245   256,904.527   MT  0.99999786   -0 18 11.6
 JB1748;SPC IL E     -   523,693.98    842,860.94   sFT  0.99999786   -0 18 11.6
 JB1748;UTM  16      - 4,218,916.383   340,016.567   MT  0.99991523   -1 07 34.5
 JB1748
 JB1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1748!SPC IL E     -   0.99997707  x   0.99999786  =   0.99997493
 JB1748!UTM  16      -   0.99997707  x   0.99991523  =   0.99989230
 JB1748
 JB1748|---------------------------------------------------------------------|
 JB1748| PID    Reference Object                     Distance      Geod. Az  |
 JB1748|                                                           dddmmss.s |
 JB1748| CI4401 EWING RM 1                           23.658 METERS 02522     |
 JB1748| CI4400 EWING AZ MK                                        0875501.8 |
 JB1748| HB1634 BENTON MUNICIPAL TANK               APPROX.14.4 KM 2152818.2 |
 JB1748| JB1749 BENTON SO ILL FORESTRY LOT          APPROX.11.6 KM 2273924.0 |
 JB1748| CI4402 EWING RM 2                           31.205 METERS 32317     |
 JB1748|---------------------------------------------------------------------|
 JB1748
 JB1748                          SUPERSEDED SURVEY CONTROL
 JB1748
 JB1748  NAD 83(1997)-  38 06 14.08359(N)    088 49 28.89664(W) AD(       ) 1
 JB1748  NAD 83(1986)-  38 06 14.08570(N)    088 49 28.89824(W) AD(       ) 1
 JB1748  NAD 27      -  38 06 13.90854(N)    088 49 28.66856(W) AD(       ) 1
 JB1748  NGVD 29 (07/19/86)  176.1    (m)          578.     (f) VERT ANG       
 JB1748
 JB1748.Superseded values are not recommended for survey control.
 JB1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1748.See file dsdata.txt to determine how the superseded data were derived.
 JB1748
 JB1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4001718916(NAD 83)
 JB1748_MARKER: DS = TRIANGULATION STATION DISK
 JB1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1748
 JB1748  HISTORY     - Date     Condition        Report By
 JB1748  HISTORY     - 1960     MONUMENTED       CGS
 JB1748  HISTORY     - 1961     GOOD             CGS
 JB1748  HISTORY     - 1981     GOOD             ILDT
 JB1748
 JB1748                          STATION DESCRIPTION
 JB1748
 JB1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1748'STATION IS LOCATED ABOUT 9.0 MILES NORTHEAST OF BENTON, ABOUT 2.0
 JB1748'MILES NORTHEAST OF
 JB1748'EWING AND ON THE TOP OF A HIGH HILL IN THE NORTH EDGE OF
 JB1748'THE FARMYARD OF LAND OWNED AND
 JB1748'OCCUPIED BY MR ROLLA B NEAL.
 JB1748'
 JB1748'TO REACH FROM THE JUNCTION OF STATE ROUTES 37 AND 183, GO EAST
 JB1748'THROUGH WITTINGTON
 JB1748'FOR 3.05 MILES TO THE EWING POST OFFICE, CONTINUE 2.05
 JB1748'MILES TO CROSSROAD, TURN LEFT
 JB1748'AND GO NORTH FOR 1.0 MILE TO A SIDE
 JB1748'ROAD LEFT, TURN LEFT AND GO WEST INTO DIRT LANE
 JB1748'FOR 0.2 MILE TO THE
 JB1748'AZIMUTH MARK ON THE SOUTH SIDE OF THE ROAD AS DESCRIBED.  CONTINUE
 JB1748'WEST FOR 0.2
 JB1748'MILE TO THE FARMYARD OF MR ROLLA B NEAL AND STATION ON
 JB1748'THE NORTH EDGE OF THE FARM YARD AS DESCRIBED.
 JB1748'
 JB1748'STATION MARK, A STANDARD STATION MARK DISK STAMPED EWING 1960, IS SET
 JB1748'IN TOP OF A 12 INCH SQUARE
 JB1748'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 JB1748'THE GROUND.  THE MARK IS 77 FEET
 JB1748'SOUTH-SOUTHWEST OF THE WITNESS POST,
 JB1748'54 FEET SOUTH OF THE CENTER OF THE ROAD AND 29 FEET
 JB1748'WEST OF THE
 JB1748'CENTER OF THE DRIVEWAY.
 JB1748'
 JB1748'REFERENCE MARK NUMBER 1, A STANDARD RERERENCE MARK DISK STAMPED EWING
 JB1748'NO 1 1960, IS SET IN
 JB1748'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 JB1748'FLUSH WITH THE SURFACE OF THE
 JB1748'GROUND.  THE MARK IS 46 FEET SOUTHEAST
 JB1748'OF THE SOUTHEAST CORNER OF THE BARN, 18.5 FEET
 JB1748'NORTH OF THE CENTER OF
 JB1748'THE ROAD, 1.6 FEET EAST OF A POWER POLE WITH A TRANSFORMER AND
 JB1748'1.5 FEET EAST
 JB1748'OF THE WITNESS POST.
 JB1748'
 JB1748'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED EWING
 JB1748'NO 2 1960, IS SET IN
 JB1748'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB1748'ABOUT 1 INCH.  THE MARK IS 94 FEET
 JB1748'WEST OF THE WITNESS POST, 30.2
 JB1748'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JB1748'BARN AND 29 FEET
 JB1748'NORTH OF THE CENTER OF THE ROAD.
 JB1748'
 JB1748'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED EWING 1960, IS SET
 JB1748'IN TOP OF A 12 INCH SQUARE
 JB1748'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 JB1748'THE GROUND.  THE MARK IS 60 FEET
 JB1748'WEST OF A FENCE CORNER AND TELEPHONE
 JB1748'POLE, 21 FEET SOUTH OF THE CENTER OF THE ROAD, 1.9
 JB1748'FEET EAST OF THE
 JB1748'WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 JB1748
 JB1748                          STATION RECOVERY (1961)
 JB1748
 JB1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1748'NO MEASUREMENT BETWEEN RMS POWER POLE ON LINE.
 JB1748'
 JB1748'THE STATION AND ALL MARKS RECOVERED.  THE DISTANCES AND DIRECTIONS TO
 JB1748'ALL MARKS CHECKED.  THE 1960
 JB1748'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT
 JB1748'THE AZIMUTH MARK IS WEST OF THE
 JB1748'WITNESS POST, NOT EAST.
 JB1748'
 JB1748'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1748
 JB1748                          STATION RECOVERY (1981)
 JB1748
 JB1748'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1981 (DEM)
 JB1748'EWING - 1960 RECOVERED GOOD.  R.M. NO. 1, R.M. NO. 2 OK.  AZIM OK.
 JB1748'W P 19 FEET E OF AZIM.
 JB1748'
 JB1748'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI. E AND 1 MI. N. OF
 JB1748'EWING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9278 ***********************************************************************
 AF9278  DESIGNATION -  EWT IL 83A
 AF9278  PID         -  AF9278
 AF9278  STATE/COUNTY-  IL/DU PAGE
 AF9278  USGS QUAD   -  HINSDALE (1993)
 AF9278
 AF9278                         *CURRENT SURVEY CONTROL
 AF9278  ___________________________________________________________________
 AF9278* NAD 83(1997)-  41 50 38.14684(N)    087 57 29.37661(W)     ADJUSTED  
 AF9278* NAVD 88     -       213.4    (meters)     700.     (feet)  GPS OBS   
 AF9278  ___________________________________________________________________
 AF9278  X           -     169,549.612 (meters)                     COMP
 AF9278  Y           -  -4,755,693.513 (meters)                     COMP
 AF9278  Z           -   4,232,825.759 (meters)                     COMP
 AF9278  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AF9278  ELLIP HEIGHT-         180.07  (meters)          (10/15/04) GPS OBS
 AF9278  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 AF9278
 AF9278  HORZ ORDER  -  B
 AF9278  ELLP ORDER  -  FOURTH    CLASS II
 AF9278
 AF9278.The horizontal coordinates were established by GPS observations
 AF9278.and adjusted by the National Geodetic Survey in July 1998..
 AF9278
 AF9278.The orthometric height was determined by GPS observations and a
 AF9278.high-resolution geoid model.
 AF9278
 AF9278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9278
 AF9278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9278
 AF9278.The ellipsoidal height was determined by GPS observations
 AF9278.and is referenced to NAD 83.
 AF9278
 AF9278.The geoid height was determined by GEOID03.
 AF9278
 AF9278;                    North         East     Units Scale Factor Converg.
 AF9278;SPC IL E     -   574,836.090   331,158.466   MT  0.99998694   +0 15 01.0
 AF9278;SPC IL E     - 1,885,941.41  1,086,475.73   sFT  0.99998694   +0 15 01.0
 AF9278;UTM  16      - 4,632,891.885   420,453.433   MT  0.99967786   -0 38 21.2
 AF9278
 AF9278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9278!SPC IL E     -   0.99997176  x   0.99998694  =   0.99995870
 AF9278!UTM  16      -   0.99997176  x   0.99967786  =   0.99964963
 AF9278
 AF9278                          SUPERSEDED SURVEY CONTROL
 AF9278
 AF9278  ELLIP H (07/17/98)  180.09   (m)                       GP(       ) 4 1
 AF9278
 AF9278.Superseded values are not recommended for survey control.
 AF9278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9278.See file dsdata.txt to determine how the superseded data were derived.
 AF9278
 AF9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2045332892(NAD 83)
 AF9278_MARKER: I = METAL ROD
 AF9278_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9278_MARK LOGO: NONE  
 AF9278_PROJECTION: FLUSH
 AF9278_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9278+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 AF9278_ROD/PIPE-DEPTH: 4.00 meters
 AF9278_SLEEVE-DEPTH  : 1.00 meters
 AF9278
 AF9278  HISTORY     - Date     Condition        Report By
 AF9278  HISTORY     - 1996     MONUMENTED       ILSTHA
 AF9278  HISTORY     - 20000316 GOOD             SECI
 AF9278  HISTORY     - 20000316 GOOD             SECI
 AF9278  HISTORY     - 20000823 GOOD             PATRIC
 AF9278  HISTORY     - 20040520 GOOD             JCLS
 AF9278
 AF9278                          STATION DESCRIPTION
 AF9278
 AF9278'DESCRIBED BY ILLINOIS STATE TOLL HIGHWAY AUTHORITY 1996
 AF9278'THE STATION IS LOCATED AT OAKBROOK TERRACE, AT THE JUNCTION OF
 AF9278'INTERSTATE HIGHWAY 88 (TOLLWAY) AND STATE ROUTE 83, ON THE WEST SIDE
 AF9278'OF THE HIGHWAY NEAR THE SOUTH END OF THE ROUTE 83 OVERPASS OF I-88,
 AF9278'WHICH IS ABOUT 0.1 MI (0.2 KM) SOUTH OF THE INTERSECTION OF ROUTE 83
 AF9278'AND 22ND STREET.  NOTE--DUE TO ROUTE 83 BEING A DIVIDED HIGHWAY WITH A
 AF9278'CONCRETE MEDIAN ISLAND, THE STATION MUST BE APPROACHED FROM THE
 AF9278'SOUTHBOUND ROUTE 83 LANES.  STATION IS 41.8 M (137.1 FT) WEST OF THE
 AF9278'CENTER OF THE ROUTE 83 MEDIAN, 30.2 M (99.1 FT) SOUTHWEST OF THE SOUTH
 AF9278'END OF A GUARDRAIL ON THE WEST SIDE OF THE OVERPASS BRIDGE, 33.1 M
 AF9278'(108.6 FT) SOUTHWEST OF A LIGHT POLE AT THE SOUTHWEST CORNER OF THE
 AF9278'OVERPASS BRIDGE, 23.4 M (76.8 FT) NORTHWEST OF A LIGHT POLE WITH SIGN
 AF9278'MOTOR VEHICLES ONLY AT EASTBOUND I-88 ON-RAMP, AND 0.8 M (2.6 FT) EAST
 AF9278'OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS TO THE STATION POINT IS
 AF9278'THROUGH A 6-INCH ACCESS COVER WHICH IS NOT STAMPED AND IS INSCRIBED
 AF9278'ILLINOIS STATE TOLL HIGHWAY AUTHORITY.
 AF9278
 AF9278                          STATION RECOVERY (2000)
 AF9278
 AF9278'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 AF9278'RECOVERED AS DESCRIBED USING 1996 DESCRIPTION
 AF9278'
 AF9278
 AF9278                          STATION RECOVERY (2000)
 AF9278
 AF9278'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 AF9278'RECOVERED AS DESCRIBED USING 1996 DESCRIPTION
 AF9278'
 AF9278
 AF9278                          STATION RECOVERY (2000)
 AF9278
 AF9278'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 AF9278'RECOVERED IN GOOD CONDITION.
 AF9278
 AF9278                          STATION RECOVERY (2004)
 AF9278
 AF9278'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AF9278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0802 ***********************************************************************
 LC0802  DESIGNATION -  F
 LC0802  PID         -  LC0802
 LC0802  STATE/COUNTY-  IL/TAZEWELL
 LC0802  USGS QUAD   -  MORTON (1995)
 LC0802
 LC0802                         *CURRENT SURVEY CONTROL
 LC0802  ___________________________________________________________________
 LC0802* NAD 83(1986)-  40 31 07.     (N)    089 24 49.     (W)     SCALED    
 LC0802* NAVD 88     -       175.199  (meters)     574.80   (feet)  ADJUSTED  
 LC0802  ___________________________________________________________________
 LC0802  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LC0802  DYNAMIC HT  -         175.115 (meters)     574.52  (feet)  COMP
 LC0802  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 LC0802
 LC0802  VERT ORDER  -  FIRST     CLASS II
 LC0802
 LC0802.The horizontal coordinates were scaled from a topographic map and have
 LC0802.an estimated accuracy of +/- 6 seconds.
 LC0802
 LC0802.The orthometric height was determined by differential leveling
 LC0802.and adjusted by the National Geodetic Survey in June 1991..
 LC0802
 LC0802.The geoid height was determined by GEOID03.
 LC0802
 LC0802.The dynamic height is computed by dividing the NAVD 88
 LC0802.geopotential number by the normal gravity value computed on the
 LC0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0802.degrees latitude (g = 980.6199 gals.).
 LC0802
 LC0802.The modeled gravity was interpolated from observed gravity values.
 LC0802
 LC0802;                    North         East    Units  Estimated Accuracy
 LC0802;SPC IL W     -   427,840.      763,810.      MT  (+/- 180 meters Scaled)
 LC0802
 LC0802                          SUPERSEDED SURVEY CONTROL
 LC0802
 LC0802  NGVD 29 (??/??/92)  175.285  (m)          575.08   (f) ADJ UNCH    1 2
 LC0802
 LC0802.Superseded values are not recommended for survey control.
 LC0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0802.See file dsdata.txt to determine how the superseded data were derived.
 LC0802
 LC0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK955881(NAD 83)
 LC0802_MARKER: DD = SURVEY DISK
 LC0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0802_SP_SET: BRIDGE
 LC0802_STAMPING: F 575.097 FT
 LC0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0802
 LC0802  HISTORY     - Date     Condition        Report By
 LC0802  HISTORY     - UNK      MONUMENTED       USGS
 LC0802  HISTORY     - 1954     POOR             NGS
 LC0802  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 LC0802
 LC0802                          STATION DESCRIPTION
 LC0802
 LC0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0802'2.9 MI W FROM MACKINAW.
 LC0802'ABOUT 2.9 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC0802'STATION AT MACKINAW, IN THE TOP OF THE NORTH END OF LOWER PART
 LC0802'OF EAST BRIDGE SEAT OF RAILROAD BRIDGE NO. 458 OVER MUD CREEK, 9
 LC0802'FEET NORTH OF NORTH RAIL AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
 LC0802'NOTE-- THE CONCRETE PORTION OF BRIDGE WHICH MARK IS SET IN AS
 LC0802'CRACKING AND DOES NOT APPEAR TO BE STABLE.
 LC0802
 LC0802                          STATION RECOVERY (1977)
 LC0802
 LC0802'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LC0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0083 ***********************************************************************
 KC0083  DESIGNATION -  F 103
 KC0083  PID         -  KC0083
 KC0083  STATE/COUNTY-  IL/MACOUPIN
 KC0083  USGS QUAD   -  MEDORA (1983)
 KC0083
 KC0083                         *CURRENT SURVEY CONTROL
 KC0083  ___________________________________________________________________
 KC0083* NAD 83(1986)-  39 08 16.     (N)    090 07 51.     (W)     SCALED    
 KC0083* NAVD 88     -       189.221  (meters)     620.80   (feet)  ADJUSTED  
 KC0083  ___________________________________________________________________
 KC0083  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KC0083  DYNAMIC HT  -         189.112 (meters)     620.45  (feet)  COMP
 KC0083  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 KC0083
 KC0083  VERT ORDER  -  SECOND    CLASS 0
 KC0083
 KC0083.The horizontal coordinates were scaled from a topographic map and have
 KC0083.an estimated accuracy of +/- 6 seconds.
 KC0083
 KC0083.The orthometric height was determined by differential leveling
 KC0083.and adjusted by the National Geodetic Survey in June 1991..
 KC0083
 KC0083.The geoid height was determined by GEOID03.
 KC0083
 KC0083.The dynamic height is computed by dividing the NAVD 88
 KC0083.geopotential number by the normal gravity value computed on the
 KC0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0083.degrees latitude (g = 980.6199 gals.).
 KC0083
 KC0083.The modeled gravity was interpolated from observed gravity values.
 KC0083
 KC0083;                    North         East    Units  Estimated Accuracy
 KC0083;SPC IL W     -   274,270.      703,100.      MT  (+/- 180 meters Scaled)
 KC0083
 KC0083                          SUPERSEDED SURVEY CONTROL
 KC0083
 KC0083  NGVD 29 (??/??/92)  189.340  (m)          621.19   (f) ADJ UNCH    2 0
 KC0083
 KC0083.Superseded values are not recommended for survey control.
 KC0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0083.See file dsdata.txt to determine how the superseded data were derived.
 KC0083
 KC0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD479359(NAD 83)
 KC0083_MARKER: DB = BENCH MARK DISK
 KC0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0083_STAMPING: F 103 1935
 KC0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0083+STABILITY: SURFACE MOTION
 KC0083
 KC0083  HISTORY     - Date     Condition        Report By
 KC0083  HISTORY     - 1935     MONUMENTED       CGS
 KC0083
 KC0083                          STATION DESCRIPTION
 KC0083
 KC0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0083'2.5 MI S FROM MEDORA.
 KC0083'2.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0083'FROM THE STATION AT MEDORA, MACOUPIN COUNTY, 14 YARDS SOUTH OF
 KC0083'A ROAD CROSSING, 8 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND
 KC0083'AT A FENCE LINE.  A STANDARD DISK, STAMPED F 103 1935 AND SET IN
 KC0083'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0620 ***********************************************************************
 HB0620  DESIGNATION -  F 10=386
 HB0620  PID         -  HB0620
 HB0620  STATE/COUNTY-  IL/JACKSON
 HB0620  USGS QUAD   -  DE SOTO (1978)
 HB0620
 HB0620                         *CURRENT SURVEY CONTROL
 HB0620  ___________________________________________________________________
 HB0620* NAD 83(1986)-  37 49 39.     (N)    089 13 42.     (W)     SCALED    
 HB0620* NAVD 88     -       117.827  (meters)     386.57   (feet)  ADJUSTED  
 HB0620  ___________________________________________________________________
 HB0620  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HB0620  DYNAMIC HT  -         117.747 (meters)     386.31  (feet)  COMP
 HB0620  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 HB0620
 HB0620  VERT ORDER  -  FIRST     CLASS I
 HB0620
 HB0620.The horizontal coordinates were scaled from a topographic map and have
 HB0620.an estimated accuracy of +/- 6 seconds.
 HB0620
 HB0620.The orthometric height was determined by differential leveling
 HB0620.and adjusted by the National Geodetic Survey in June 1991..
 HB0620.WARNING-Repeat measurements at this control monument indicate possible
 HB0620.vertical movement.
 HB0620
 HB0620.The geoid height was determined by GEOID03.
 HB0620
 HB0620.The dynamic height is computed by dividing the NAVD 88
 HB0620.geopotential number by the normal gravity value computed on the
 HB0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0620.degrees latitude (g = 980.6199 gals.).
 HB0620
 HB0620.The modeled gravity was interpolated from observed gravity values.
 HB0620
 HB0620;                    North         East    Units  Estimated Accuracy
 HB0620;SPC IL W     -   129,240.      782,610.      MT  (+/- 180 meters Scaled)
 HB0620
 HB0620                          SUPERSEDED SURVEY CONTROL
 HB0620
 HB0620  NGVD 29 (??/??/??)  117.927  (m)          386.90   (f) ADJUSTED    1 1
 HB0620
 HB0620.Superseded values are not recommended for survey control.
 HB0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0620.See file dsdata.txt to determine how the superseded data were derived.
 HB0620
 HB0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG038890(NAD 83)
 HB0620_MARKER: Z = SEE DESCRIPTION
 HB0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0620_SP_SET: CULVERT
 HB0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0620
 HB0620  HISTORY     - Date     Condition        Report By
 HB0620  HISTORY     - UNK      MONUMENTED       LOCENG
 HB0620  HISTORY     - 1969     GOOD             CGS
 HB0620
 HB0620                          STATION DESCRIPTION
 HB0620
 HB0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0620'0.8 MI N FROM DE SOTO.
 HB0620'ABOUT 0.8 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0620'POST OFFICE AT DE SOTO, 0.15 MILE SOUTH OF MILEPOST 301, 13
 HB0620'FEET EAST OF THE EAST RAIL OF THE EAST SET OF MAIN TRACKS, THE
 HB0620'MARK IS THE SECOND C IN CHICAGO IN THE INSCRIPTION GILBERT
 HB0620'SCRIBNER JR. CHICAGO 1920 WHICH IS ON A BRASS PLATE, SET IN THE
 HB0620'CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL OF A 50-INCH
 HB0620'TUBULAR CULVERT, 59 FEET SOUTHWEST AND ACROSS A SIDETRACK FROM A
 HB0620'TELEPHONE POLE, 15 1/2 FEET WEST OF THE WEST RAIL OF THE
 HB0620'SIDETRACK, AND ABOUT 6 FEET BELOW THE LEVEL OF THE MAIN TRACK.
 HB0620'SEC 17, T 8S, R 1W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1241 ***********************************************************************
 JB1241  DESIGNATION -  F 105
 JB1241  PID         -  JB1241
 JB1241  STATE/COUNTY-  IL/RANDOLPH
 JB1241  USGS QUAD   -  EVANSVILLE (1982)
 JB1241
 JB1241                         *CURRENT SURVEY CONTROL
 JB1241  ___________________________________________________________________
 JB1241* NAD 83(1986)-  38 01 08.     (N)    089 56 56.     (W)     SCALED    
 JB1241* NAVD 88     -       123.186  (meters)     404.15   (feet)  ADJUSTED  
 JB1241  ___________________________________________________________________
 JB1241  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 JB1241  DYNAMIC HT  -         123.102 (meters)     403.88  (feet)  COMP
 JB1241  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 JB1241
 JB1241  VERT ORDER  -  SECOND    CLASS 0
 JB1241
 JB1241.The horizontal coordinates were scaled from a topographic map and have
 JB1241.an estimated accuracy of +/- 6 seconds.
 JB1241
 JB1241.The orthometric height was determined by differential leveling
 JB1241.and adjusted by the National Geodetic Survey in June 1991..
 JB1241
 JB1241.The geoid height was determined by GEOID03.
 JB1241
 JB1241.The dynamic height is computed by dividing the NAVD 88
 JB1241.geopotential number by the normal gravity value computed on the
 JB1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1241.degrees latitude (g = 980.6199 gals.).
 JB1241
 JB1241.The modeled gravity was interpolated from observed gravity values.
 JB1241
 JB1241;                    North         East    Units  Estimated Accuracy
 JB1241;SPC IL W     -   150,090.      719,120.      MT  (+/- 180 meters Scaled)
 JB1241
 JB1241                          SUPERSEDED SURVEY CONTROL
 JB1241
 JB1241  NGVD 29 (??/??/92)  123.292  (m)          404.50   (f) ADJ UNCH    2 0
 JB1241
 JB1241.Superseded values are not recommended for survey control.
 JB1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1241.See file dsdata.txt to determine how the superseded data were derived.
 JB1241
 JB1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH411120(NAD 83)
 JB1241_MARKER: DB = BENCH MARK DISK
 JB1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1241_STAMPING: F 105 1935
 JB1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1241+STABILITY: SURFACE MOTION
 JB1241
 JB1241  HISTORY     - Date     Condition        Report By
 JB1241  HISTORY     - 1935     MONUMENTED       CGS
 JB1241  HISTORY     - 1957     POOR             NGS
 JB1241  HISTORY     - 1969     MARK NOT FOUND   USGS
 JB1241
 JB1241                          STATION DESCRIPTION
 JB1241
 JB1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JB1241'AT COLLINS.
 JB1241'AT COLLINS, RANDOLPH COUNTY, ON THE MISSOURI-ILLINOIS RAILROAD,
 JB1241'50 FEET SOUTH OF THE STATION, AT POLE 75+19, AND 35 FEET SOUTH OF
 JB1241'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 105 1935
 JB1241'AND SET IN THE TOP OF A CONCRETE POST.
 JB1241
 JB1241                          STATION RECOVERY (1969)
 JB1241
 JB1241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JB1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0871 ***********************************************************************
 HB0871  DESIGNATION -  F 106
 HB0871  PID         -  HB0871
 HB0871  STATE/COUNTY-  IL/UNION
 HB0871  USGS QUAD   -  ANNA (1978)
 HB0871
 HB0871                         *CURRENT SURVEY CONTROL
 HB0871  ___________________________________________________________________
 HB0871* NAD 83(1986)-  37 27 36.     (N)    089 14 05.     (W)     SCALED    
 HB0871* NAVD 88     -       187.330  (meters)     614.60   (feet)  ADJUSTED  
 HB0871  ___________________________________________________________________
 HB0871  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0871  DYNAMIC HT  -         187.196 (meters)     614.16  (feet)  COMP
 HB0871  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 HB0871
 HB0871  VERT ORDER  -  SECOND    CLASS 0
 HB0871
 HB0871.The horizontal coordinates were scaled from a topographic map and have
 HB0871.an estimated accuracy of +/- 6 seconds.
 HB0871
 HB0871.The orthometric height was determined by differential leveling
 HB0871.and adjusted by the National Geodetic Survey in June 1991..
 HB0871
 HB0871.The geoid height was determined by GEOID03.
 HB0871
 HB0871.The dynamic height is computed by dividing the NAVD 88
 HB0871.geopotential number by the normal gravity value computed on the
 HB0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0871.degrees latitude (g = 980.6199 gals.).
 HB0871
 HB0871.The modeled gravity was interpolated from observed gravity values.
 HB0871
 HB0871;                    North         East    Units  Estimated Accuracy
 HB0871;SPC IL W     -    88,450.      782,450.      MT  (+/- 180 meters Scaled)
 HB0871
 HB0871                          SUPERSEDED SURVEY CONTROL
 HB0871
 HB0871  NGVD 29 (??/??/??)  187.344  (m)          614.64   (f) ADJUSTED    2 0
 HB0871
 HB0871.Superseded values are not recommended for survey control.
 HB0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0871.See file dsdata.txt to determine how the superseded data were derived.
 HB0871
 HB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG023482(NAD 83)
 HB0871_MARKER: DB = BENCH MARK DISK
 HB0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0871_STAMPING: F 106 1935
 HB0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0871+STABILITY: SURFACE MOTION
 HB0871
 HB0871  HISTORY     - Date     Condition        Report By
 HB0871  HISTORY     - 1935     MONUMENTED       CGS
 HB0871  HISTORY     - 1949     GOOD             CGS
 HB0871  HISTORY     - 1975     POOR             LOCENG
 HB0871  HISTORY     - 1975     POOR             LOCENG
 HB0871  HISTORY     - 1975     POOR             LOCENG
 HB0871
 HB0871                          STATION DESCRIPTION
 HB0871
 HB0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0871'0.8 MI SE FROM ANNA.
 HB0871'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 146 AND U.S. HIGHWAY 51
 HB0871'FROM THE ILLINOIS CENTRAL RAILROAD STATION AT ANNA, AT THE
 HB0871'JUNCTION OF HIGHWAY 51 LEADING SOUTHEAST AND 146 LEADING
 HB0871'NORTHEAST, 26 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF HIGHWAY
 HB0871'146, 73 FEET NORTH-NORTHEAST OF THE CENTER LINE OF HIGHWAY 51,
 HB0871'93 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK ANNEX TO
 HB0871'A SINCLAIR SERVICE STATION, 17 FEET EAST OF THE EAST-NORTHEAST
 HB0871'END OF A CONCRETE HEAD WALL OF A CATCH BASIN CULVERT, 61 FEET
 HB0871'NORTHWEST OF THE WEST CORNER OF THE CONCRETE BASE OF A GASOLINE
 HB0871'PUMP, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST ABOUT 1 FOOT
 HB0871'BELOW HIGHWAY 146 AND SET IN THE TOP OF A CONCRETE POST
 HB0871'PROJECTING 2 INCHES.
 HB0871
 HB0871                          STATION RECOVERY (1975)
 HB0871
 HB0871'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 HB0871'MARK RECOVERED IN POOR CONDITION.
 HB0871
 HB0871                          STATION RECOVERY (1975)
 HB0871
 HB0871'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 HB0871'MARK RECOVERED IN POOR CONDITION.
 HB0871
 HB0871                          STATION RECOVERY (1975)
 HB0871
 HB0871'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 HB0871'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0749 ***********************************************************************
 HB0749  DESIGNATION -  F 107
 HB0749  PID         -  HB0749
 HB0749  STATE/COUNTY-  IL/ALEXANDER
 HB0749  USGS QUAD   -  MC CLURE (1993)
 HB0749
 HB0749                         *CURRENT SURVEY CONTROL
 HB0749  ___________________________________________________________________
 HB0749* NAD 83(1986)-  37 15 02.     (N)    089 26 46.     (W)     SCALED    
 HB0749* NAVD 88     -       107.167  (meters)     351.60   (feet)  ADJUSTED  
 HB0749  ___________________________________________________________________
 HB0749  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HB0749  DYNAMIC HT  -         107.090 (meters)     351.34  (feet)  COMP
 HB0749  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 HB0749
 HB0749  VERT ORDER  -  SECOND    CLASS 0
 HB0749
 HB0749.The horizontal coordinates were scaled from a topographic map and have
 HB0749.an estimated accuracy of +/- 6 seconds.
 HB0749
 HB0749.The orthometric height was determined by differential leveling
 HB0749.and adjusted by the National Geodetic Survey in June 1991..
 HB0749
 HB0749.The geoid height was determined by GEOID03.
 HB0749
 HB0749.The dynamic height is computed by dividing the NAVD 88
 HB0749.geopotential number by the normal gravity value computed on the
 HB0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0749.degrees latitude (g = 980.6199 gals.).
 HB0749
 HB0749.The modeled gravity was interpolated from observed gravity values.
 HB0749
 HB0749;                    North         East    Units  Estimated Accuracy
 HB0749;SPC IL W     -    65,040.      763,920.      MT  (+/- 180 meters Scaled)
 HB0749
 HB0749                          SUPERSEDED SURVEY CONTROL
 HB0749
 HB0749  NGVD 29 (??/??/??)  107.064  (m)          351.26   (f) ADJUSTED    2 0
 HB0749
 HB0749.Superseded values are not recommended for survey control.
 HB0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0749.See file dsdata.txt to determine how the superseded data were derived.
 HB0749
 HB0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG830254(NAD 83)
 HB0749_MARKER: DB = BENCH MARK DISK
 HB0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0749_STAMPING: F 107 1935
 HB0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0749+STABILITY: SURFACE MOTION
 HB0749
 HB0749  HISTORY     - Date     Condition        Report By
 HB0749  HISTORY     - 1935     MONUMENTED       CGS
 HB0749  HISTORY     - 1960     MARK NOT FOUND   CGS
 HB0749
 HB0749                          STATION DESCRIPTION
 HB0749
 HB0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0749'AT GALE.
 HB0749'AT GALE, ALEXANDER COUNTY, ON THE MISSOURI PACIFIC RAILROAD, MIDWAY
 HB0749'BETWEEN POLES 118/19 AND 118/20, AT THE PUBLIC SCHOOL, 40 FEET
 HB0749'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL YARD, 15 FEET EAST
 HB0749'OF THE CENTERLINE OF THE EAST MAIN TRACK, AND 10 FEET WEST OF THE
 HB0749'CENTERLINE OF A ROAD.  A STANDARD DISK, STAMPED F 107 1935 AND SET
 HB0749'IN THE TOP OF A CONCRETE POST.  NOTE-- BELIEVED COVERED BY FILL DIRT.
 HB0749
 HB0749                          STATION RECOVERY (1960)
 HB0749
 HB0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0171 ***********************************************************************
 JB0171  DESIGNATION -  F 108
 JB0171  PID         -  JB0171
 JB0171  STATE/COUNTY-  IL/EDWARDS
 JB0171  USGS QUAD   -  GOLDEN GATE (1971)
 JB0171
 JB0171                         *CURRENT SURVEY CONTROL
 JB0171  ___________________________________________________________________
 JB0171* NAD 83(1986)-  38 20 58.     (N)    088 07 46.     (W)     SCALED    
 JB0171* NAVD 88     -       127.789  (meters)     419.25   (feet)  ADJUSTED  
 JB0171  ___________________________________________________________________
 JB0171  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JB0171  DYNAMIC HT  -         127.709 (meters)     418.99  (feet)  COMP
 JB0171  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JB0171
 JB0171  VERT ORDER  -  SECOND    CLASS 0
 JB0171
 JB0171.The horizontal coordinates were scaled from a topographic map and have
 JB0171.an estimated accuracy of +/- 6 seconds.
 JB0171
 JB0171.The orthometric height was determined by differential leveling
 JB0171.and adjusted by the National Geodetic Survey in June 1991..
 JB0171
 JB0171.The geoid height was determined by GEOID03.
 JB0171
 JB0171.The dynamic height is computed by dividing the NAVD 88
 JB0171.geopotential number by the normal gravity value computed on the
 JB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0171.degrees latitude (g = 980.6199 gals.).
 JB0171
 JB0171.The modeled gravity was interpolated from observed gravity values.
 JB0171
 JB0171;                    North         East    Units  Estimated Accuracy
 JB0171;SPC IL E     -   186,780.      317,820.      MT  (+/- 180 meters Scaled)
 JB0171
 JB0171                          SUPERSEDED SURVEY CONTROL
 JB0171
 JB0171  NGVD 29 (??/??/92)  127.920  (m)          419.68   (f) ADJ UNCH    2 0
 JB0171
 JB0171.Superseded values are not recommended for survey control.
 JB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0171.See file dsdata.txt to determine how the superseded data were derived.
 JB0171
 JB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH013451(NAD 83)
 JB0171_MARKER: DB = BENCH MARK DISK
 JB0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0171_STAMPING: F 108 1935
 JB0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0171+STABILITY: SURFACE MOTION
 JB0171
 JB0171  HISTORY     - Date     Condition        Report By
 JB0171  HISTORY     - 1935     MONUMENTED       CGS
 JB0171  HISTORY     - 1942     GOOD             NGS
 JB0171
 JB0171                          STATION DESCRIPTION
 JB0171
 JB0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JB0171'4.2 MI W FROM ALBION.
 JB0171'4.2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JB0171'ALBION, EDWARDS COUNTY, 0.1 MILE WEST OF MILEPOST 130, 2 RAILS
 JB0171'EAST OF A ROAD CROSSING, AND 40 FEET NORTH OF THE TRACK.  A
 JB0171'STANDARD DISK, STAMPED F 108 1935 AND SET IN THE TOP OF A
 JB0171'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0358 ***********************************************************************
 JB0358  DESIGNATION -  F 109
 JB0358  PID         -  JB0358
 JB0358  STATE/COUNTY-  IL/JEFFERSON
 JB0358  USGS QUAD   -  MOUNT VERNON (1978)
 JB0358
 JB0358                         *CURRENT SURVEY CONTROL
 JB0358  ___________________________________________________________________
 JB0358* NAD 83(1986)-  38 18 52.     (N)    088 54 16.     (W)     SCALED    
 JB0358* NAVD 88     -       148.071  (meters)     485.80   (feet)  ADJUSTED  
 JB0358  ___________________________________________________________________
 JB0358  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JB0358  DYNAMIC HT  -         147.976 (meters)     485.48  (feet)  COMP
 JB0358  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 JB0358
 JB0358  VERT ORDER  -  SECOND    CLASS 0
 JB0358
 JB0358.The horizontal coordinates were scaled from a topographic map and have
 JB0358.an estimated accuracy of +/- 6 seconds.
 JB0358
 JB0358.The orthometric height was determined by differential leveling
 JB0358.and adjusted by the National Geodetic Survey in June 1991..
 JB0358
 JB0358.The geoid height was determined by GEOID03.
 JB0358
 JB0358.The dynamic height is computed by dividing the NAVD 88
 JB0358.geopotential number by the normal gravity value computed on the
 JB0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0358.degrees latitude (g = 980.6199 gals.).
 JB0358
 JB0358.The modeled gravity was interpolated from observed gravity values.
 JB0358
 JB0358;                    North         East    Units  Estimated Accuracy
 JB0358;SPC IL E     -   183,030.      250,050.      MT  (+/- 180 meters Scaled)
 JB0358
 JB0358                          SUPERSEDED SURVEY CONTROL
 JB0358
 JB0358  NGVD 29 (??/??/92)  148.179  (m)          486.15   (f) ADJ UNCH    2 0
 JB0358
 JB0358.Superseded values are not recommended for survey control.
 JB0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0358.See file dsdata.txt to determine how the superseded data were derived.
 JB0358
 JB0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH335424(NAD 83)
 JB0358_MARKER: DB = BENCH MARK DISK
 JB0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0358_STAMPING: F 109 1935
 JB0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0358+STABILITY: SURFACE MOTION
 JB0358
 JB0358  HISTORY     - Date     Condition        Report By
 JB0358  HISTORY     - 1935     MONUMENTED       CGS
 JB0358  HISTORY     - 1965     MARK NOT FOUND   NGS
 JB0358
 JB0358                          STATION DESCRIPTION
 JB0358
 JB0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0358'AT MT VERNON.
 JB0358'AT MT. VERNON, JEFFERSON COUNTY, 4 RAILS EAST OF THE CROSSING OF
 JB0358'THE MISSOURI PACIFIC AND THE LOUISVILLE AND NASHVILLE RAILROADS,
 JB0358'ABOUT 320 FEET WEST OF THE M.P.R.R. TRACK, AND 25 FEET NORTH OF
 JB0358'THE L. AND N.R.R. TRACK.  A STANDARD DISK, STAMPED F 109 1935
 JB0358'AND SET IN THE TOP OF A CONCRETE POST.
 JB0358
 JB0358                          STATION RECOVERY (1965)
 JB0358
 JB0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JB0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0493 ***********************************************************************
 HB0493  DESIGNATION -  F 110
 HB0493  PID         -  HB0493
 HB0493  STATE/COUNTY-  IL/SALINE
 HB0493  USGS QUAD   -  GALATIA (1976)
 HB0493
 HB0493                         *CURRENT SURVEY CONTROL
 HB0493  ___________________________________________________________________
 HB0493* NAD 83(1986)-  37 46 06.     (N)    088 30 46.     (W)     SCALED    
 HB0493* NAVD 88     -       112.353  (meters)     368.61   (feet)  ADJUSTED  
 HB0493  ___________________________________________________________________
 HB0493  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HB0493  DYNAMIC HT  -         112.276 (meters)     368.36  (feet)  COMP
 HB0493  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 HB0493
 HB0493  VERT ORDER  -  SECOND    CLASS 0
 HB0493
 HB0493.The horizontal coordinates were scaled from a topographic map and have
 HB0493.an estimated accuracy of +/- 6 seconds.
 HB0493
 HB0493.The orthometric height was determined by differential leveling
 HB0493.and adjusted by the National Geodetic Survey in June 1991..
 HB0493
 HB0493.The geoid height was determined by GEOID03.
 HB0493
 HB0493.The dynamic height is computed by dividing the NAVD 88
 HB0493.geopotential number by the normal gravity value computed on the
 HB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0493.degrees latitude (g = 980.6199 gals.).
 HB0493
 HB0493.The modeled gravity was interpolated from observed gravity values.
 HB0493
 HB0493;                    North         East    Units  Estimated Accuracy
 HB0493;SPC IL E     -   122,280.      284,190.      MT  (+/- 180 meters Scaled)
 HB0493
 HB0493                          SUPERSEDED SURVEY CONTROL
 HB0493
 HB0493  NGVD 29 (??/??/??)  112.451  (m)          368.93   (f) ADJUSTED    2 0
 HB0493
 HB0493.Superseded values are not recommended for survey control.
 HB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0493.See file dsdata.txt to determine how the superseded data were derived.
 HB0493
 HB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG667811(NAD 83)
 HB0493_MARKER: DB = BENCH MARK DISK
 HB0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0493_STAMPING: F 110 1935
 HB0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0493+STABILITY: SURFACE MOTION
 HB0493
 HB0493  HISTORY     - Date     Condition        Report By
 HB0493  HISTORY     - 1935     MONUMENTED       CGS
 HB0493  HISTORY     - 1949     GOOD             CGS
 HB0493
 HB0493                          STATION DESCRIPTION
 HB0493
 HB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0493'2.4 MI NE FROM HARRISBURG.
 HB0493'2.4 MILES NORTHEAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 HB0493'ST. LOUIS RAILWAY FROM THE STATION AT HARRISBURG, ABOUT 0.1
 HB0493'MILE SOUTHWEST OF A POINT WHERE U.S. HIGHWAY 45 TURNS SOUTH
 HB0493'AWAY FROM THE TRACK, AT MILE POST 188, 66 FEET SOUTHWEST OF
 HB0493'TELEPHONE POLE NO. 1294, 45 FEET SOUTHEAST OF THE SOUTHEAST
 HB0493'RAIL, 33 FEET SOUTHEAST OF MILE POST 188, 28 FEET EAST OF
 HB0493'TELEPHONE POLE NO. 188/1, 2 1/2 FEET NORTHWEST OF THE R/W FENCE
 HB0493'LINE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 HB0493'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HB0493'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0348 ***********************************************************************
 HB0348  DESIGNATION -  F 111
 HB0348  PID         -  HB0348
 HB0348  STATE/COUNTY-  IL/JOHNSON
 HB0348  USGS QUAD   -  REEVESVILLE (1996)
 HB0348
 HB0348                         *CURRENT SURVEY CONTROL
 HB0348  ___________________________________________________________________
 HB0348* NAD 83(1986)-  37 20 36.     (N)    088 43 04.     (W)     SCALED    
 HB0348* NAVD 88     -       106.434  (meters)     349.19   (feet)  ADJUSTED  
 HB0348  ___________________________________________________________________
 HB0348  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HB0348  DYNAMIC HT  -         106.356 (meters)     348.94  (feet)  COMP
 HB0348  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 HB0348
 HB0348  VERT ORDER  -  SECOND    CLASS 0
 HB0348
 HB0348.The horizontal coordinates were scaled from a topographic map and have
 HB0348.an estimated accuracy of +/- 6 seconds.
 HB0348
 HB0348.The orthometric height was determined by differential leveling
 HB0348.and adjusted by the National Geodetic Survey in June 1991..
 HB0348
 HB0348.The geoid height was determined by GEOID03.
 HB0348
 HB0348.The dynamic height is computed by dividing the NAVD 88
 HB0348.geopotential number by the normal gravity value computed on the
 HB0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0348.degrees latitude (g = 980.6199 gals.).
 HB0348
 HB0348.The modeled gravity was interpolated from observed gravity values.
 HB0348
 HB0348;                    North         East    Units  Estimated Accuracy
 HB0348;SPC IL E     -    75,160.      265,940.      MT  (+/- 180 meters Scaled)
 HB0348
 HB0348                          SUPERSEDED SURVEY CONTROL
 HB0348
 HB0348  NGVD 29 (??/??/??)  106.508  (m)          349.44   (f) ADJUSTED    2 0
 HB0348
 HB0348.Superseded values are not recommended for survey control.
 HB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0348.See file dsdata.txt to determine how the superseded data were derived.
 HB0348
 HB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG478343(NAD 83)
 HB0348_MARKER: DB = BENCH MARK DISK
 HB0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0348_STAMPING: F 111 1935
 HB0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0348+STABILITY: SURFACE MOTION
 HB0348
 HB0348  HISTORY     - Date     Condition        Report By
 HB0348  HISTORY     - 1935     MONUMENTED       CGS
 HB0348  HISTORY     - 1959     MARK NOT FOUND   CGS
 HB0348
 HB0348                          STATION DESCRIPTION
 HB0348
 HB0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HB0348'AT REEVESVILLE.
 HB0348'AT REEVESVILLE, JOHNSON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HB0348'72 YARDS NORTH OF THE STATION, 16 YARDS NORTH OF A ROAD CROSSING,
 HB0348'AND 15 YARDS EAST OF THE CENTERLINE OF THE MAIN TRACK.  A
 HB0348'STANDARD DISK, STAMPED F 111 1935 AND SET IN THE TOP OF A
 HB0348'CONCRETE POST.  NOTE-- THE RAILROAD HAS BEEN CHANGED IN THIS
 HB0348'VICINITY.  A BUILDING NOW STANDS AT THE APPROXIMATE LOCATION
 HB0348'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1307 ***********************************************************************
 JB1307  DESIGNATION -  F 113
 JB1307  PID         -  JB1307
 JB1307  STATE/COUNTY-  IL/BOND
 JB1307  USGS QUAD   -  SORENTO SOUTH (1974)
 JB1307
 JB1307                         *CURRENT SURVEY CONTROL
 JB1307  ___________________________________________________________________
 JB1307* NAD 83(1986)-  38 59 03.     (N)    089 32 16.     (W)     SCALED    
 JB1307* NAVD 88     -       170.185  (meters)     558.35   (feet)  ADJUSTED  
 JB1307  ___________________________________________________________________
 JB1307  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JB1307  DYNAMIC HT  -         170.085 (meters)     558.02  (feet)  COMP
 JB1307  MODELED GRAV-     980,032.2   (mgal)                       NAVD 88
 JB1307
 JB1307  VERT ORDER  -  SECOND    CLASS 0
 JB1307
 JB1307.The horizontal coordinates were scaled from a topographic map and have
 JB1307.an estimated accuracy of +/- 6 seconds.
 JB1307
 JB1307.The orthometric height was determined by differential leveling
 JB1307.and adjusted by the National Geodetic Survey in June 1991..
 JB1307
 JB1307.The geoid height was determined by GEOID03.
 JB1307
 JB1307.The dynamic height is computed by dividing the NAVD 88
 JB1307.geopotential number by the normal gravity value computed on the
 JB1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1307.degrees latitude (g = 980.6199 gals.).
 JB1307
 JB1307.The modeled gravity was interpolated from observed gravity values.
 JB1307
 JB1307;                    North         East    Units  Estimated Accuracy
 JB1307;SPC IL W     -   257,400.      754,490.      MT  (+/- 180 meters Scaled)
 JB1307
 JB1307                          SUPERSEDED SURVEY CONTROL
 JB1307
 JB1307  NGVD 29 (??/??/92)  170.317  (m)          558.78   (f) ADJ UNCH    2 0
 JB1307
 JB1307.Superseded values are not recommended for survey control.
 JB1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1307.See file dsdata.txt to determine how the superseded data were derived.
 JB1307
 JB1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ801180(NAD 83)
 JB1307_MARKER: DB = BENCH MARK DISK
 JB1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1307_STAMPING: F 113 1935
 JB1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1307+STABILITY: SURFACE MOTION
 JB1307
 JB1307  HISTORY     - Date     Condition        Report By
 JB1307  HISTORY     - 1935     MONUMENTED       CGS
 JB1307  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1307
 JB1307                          STATION DESCRIPTION
 JB1307
 JB1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1307'1.5 MI NW FROM RENO.
 JB1307'1.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 JB1307'RAILROAD FROM THE STATION AT RENO, BOND COUNTY, AT POLE 80/4, AT
 JB1307'A FARM-ROAD CROSSING, 25 FEET SOUTH OF THE ROAD, 9 FEET EAST OF
 JB1307'THE TRACK, AND 30 FEET WEST OF A PROPERTY-LINE MARKER.  A
 JB1307'STANDARD DISK, STAMPED F 113 1935 AND SET IN THE TOP OF A
 JB1307'CONCRETE POST.
 JB1307
 JB1307                          STATION RECOVERY (1974)
 JB1307
 JB1307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0115 ***********************************************************************
 JC0115  DESIGNATION -  F 114
 JC0115  PID         -  JC0115
 JC0115  STATE/COUNTY-  IL/ST CLAIR
 JC0115  USGS QUAD   -  CAHOKIA (1993)
 JC0115
 JC0115                         *CURRENT SURVEY CONTROL
 JC0115  ___________________________________________________________________
 JC0115* NAD 83(1986)-  38 35 45.     (N)    090 09 23.     (W)     SCALED    
 JC0115* NAVD 88     -       127.014  (meters)     416.71   (feet)  ADJUSTED  
 JC0115  ___________________________________________________________________
 JC0115  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JC0115  DYNAMIC HT  -         126.934 (meters)     416.45  (feet)  COMP
 JC0115  MODELED GRAV-     979,992.1   (mgal)                       NAVD 88
 JC0115
 JC0115  VERT ORDER  -  SECOND    CLASS 0
 JC0115
 JC0115.The horizontal coordinates were scaled from a topographic map and have
 JC0115.an estimated accuracy of +/- 6 seconds.
 JC0115
 JC0115.The orthometric height was determined by differential leveling
 JC0115.and adjusted by the National Geodetic Survey in June 1991..
 JC0115
 JC0115.The geoid height was determined by GEOID03.
 JC0115
 JC0115.The dynamic height is computed by dividing the NAVD 88
 JC0115.geopotential number by the normal gravity value computed on the
 JC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0115.degrees latitude (g = 980.6199 gals.).
 JC0115
 JC0115.The modeled gravity was interpolated from observed gravity values.
 JC0115
 JC0115;                    North         East    Units  Estimated Accuracy
 JC0115;SPC IL W     -   214,110.      700,900.      MT  (+/- 180 meters Scaled)
 JC0115
 JC0115                          SUPERSEDED SURVEY CONTROL
 JC0115
 JC0115  NGVD 29 (??/??/92)  127.148  (m)          417.15   (f) ADJ UNCH    2 0
 JC0115
 JC0115.Superseded values are not recommended for survey control.
 JC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0115.See file dsdata.txt to determine how the superseded data were derived.
 JC0115
 JC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC476757(NAD 83)
 JC0115_MARKER: DB = BENCH MARK DISK
 JC0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0115_STAMPING: F 114 1935
 JC0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0115+STABILITY: SURFACE MOTION
 JC0115
 JC0115  HISTORY     - Date     Condition        Report By
 JC0115  HISTORY     - 1935     MONUMENTED       CGS
 JC0115  HISTORY     - 1949     GOOD             NGS
 JC0115
 JC0115                          STATION DESCRIPTION
 JC0115
 JC0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0115'AT EAST ST LOUIS.
 JC0115'AT EAST ST. LOUIS, AT CROSSINGS OF MISSOURI PACIFIC RAILROAD AND
 JC0115'THE ILLINOIS CENTRAL RAILROAD, ABOUT 82 YARDS SOUTHEAST OF THE
 JC0115'CENTER LINE OF 20TH STREET AND I.C.RR, ABOUT 80 YARDS SOUTHEAST
 JC0115'AND ACROSS I.C.RR TRACKS FROM A 3 STORY SWITCH CONTROL TOWER,
 JC0115'162 FEET NORTHWEST 6 MILE POST PAINTED ON TELEPHONE POLE ON
 JC0115'M.P.RR, 129 FEET NORTHWEST OF THE NORTHWEST RAIL, 30 FEET
 JC0115'NORTHWEST OF A TELEPHONE POLE, 14 FEET SOUTHWEST OF THE SOUTHWEST
 JC0115'RAIL OF THE SOUTHBOUND TRACK OF THE I.C.RR, 1 FOOT BELOW THE
 JC0115'LEVEL OF I.C.R.R. TRACK AND SET IN THE TOP OF A CONCRETE POST
 JC0115'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0105 ***********************************************************************
 JC0105  DESIGNATION -  F 115
 JC0105  PID         -  JC0105
 JC0105  STATE/COUNTY-  IL/ST CLAIR
 JC0105  USGS QUAD   -  CAHOKIA (1993)
 JC0105
 JC0105                         *CURRENT SURVEY CONTROL
 JC0105  ___________________________________________________________________
 JC0105* NAD 83(1986)-  38 30 27.     (N)    090 12 58.     (W)     SCALED    
 JC0105* NAVD 88     -       126.254  (meters)     414.22   (feet)  ADJUSTED  
 JC0105  ___________________________________________________________________
 JC0105  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JC0105  DYNAMIC HT  -         126.174 (meters)     413.96  (feet)  COMP
 JC0105  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JC0105
 JC0105  VERT ORDER  -  SECOND    CLASS 0
 JC0105
 JC0105.The horizontal coordinates were scaled from a topographic map and have
 JC0105.an estimated accuracy of +/- 6 seconds.
 JC0105
 JC0105.The orthometric height was determined by differential leveling
 JC0105.and adjusted by the National Geodetic Survey in June 1991..
 JC0105
 JC0105.The geoid height was determined by GEOID03.
 JC0105
 JC0105.The dynamic height is computed by dividing the NAVD 88
 JC0105.geopotential number by the normal gravity value computed on the
 JC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0105.degrees latitude (g = 980.6199 gals.).
 JC0105
 JC0105.The modeled gravity was interpolated from observed gravity values.
 JC0105
 JC0105;                    North         East    Units  Estimated Accuracy
 JC0105;SPC IL W     -   204,300.      695,690.      MT  (+/- 180 meters Scaled)
 JC0105
 JC0105                          SUPERSEDED SURVEY CONTROL
 JC0105
 JC0105  NGVD 29 (??/??/92)  126.400  (m)          414.70   (f) ADJ UNCH    2 0
 JC0105
 JC0105.Superseded values are not recommended for survey control.
 JC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0105.See file dsdata.txt to determine how the superseded data were derived.
 JC0105
 JC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC427657(NAD 83)
 JC0105_MARKER: DB = BENCH MARK DISK
 JC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0105_STAMPING: F 115 1935
 JC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0105+STABILITY: SURFACE MOTION
 JC0105
 JC0105  HISTORY     - Date     Condition        Report By
 JC0105  HISTORY     - 1935     MONUMENTED       CGS
 JC0105
 JC0105                          STATION DESCRIPTION
 JC0105
 JC0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0105'0.9 MI S FROM DUPO.
 JC0105'0.9 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0105'STATION AT DUPO, ST. CLAIR COUNTY, IN FRONT OF THE YARD OFFICE,
 JC0105'AT POLE 6/38, 20 FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND
 JC0105'MAIN TRACK, AND AT THE CENTER OF A SMALL CIRCULAR FLOWER BED.
 JC0105'A STANDARD DISK, STAMPED F 115 1935 AND SET IN THE TOP OF A
 JC0105'CONCRETE PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0613 ***********************************************************************
 KB0613  DESIGNATION -  F 12
 KB0613  PID         -  KB0613
 KB0613  STATE/COUNTY-  IL/MOULTRIE
 KB0613  USGS QUAD   -  LONG CREEK (1975)
 KB0613
 KB0613                         *CURRENT SURVEY CONTROL
 KB0613  ___________________________________________________________________
 KB0613* NAD 83(1986)-  39 45 16.     (N)    088 45 28.     (W)     SCALED    
 KB0613* NAVD 88     -       218.604  (meters)     717.20   (feet)  ADJUSTED  
 KB0613  ___________________________________________________________________
 KB0613  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0613  DYNAMIC HT  -         218.480 (meters)     716.80  (feet)  COMP
 KB0613  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KB0613
 KB0613  VERT ORDER  -  FIRST     CLASS II
 KB0613
 KB0613.The horizontal coordinates were scaled from a topographic map and have
 KB0613.an estimated accuracy of +/- 6 seconds.
 KB0613
 KB0613.The orthometric height was determined by differential leveling
 KB0613.and adjusted by the National Geodetic Survey in June 1991..
 KB0613
 KB0613.The geoid height was determined by GEOID03.
 KB0613
 KB0613.The dynamic height is computed by dividing the NAVD 88
 KB0613.geopotential number by the normal gravity value computed on the
 KB0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0613.degrees latitude (g = 980.6199 gals.).
 KB0613
 KB0613.The modeled gravity was interpolated from observed gravity values.
 KB0613
 KB0613;                    North         East    Units  Estimated Accuracy
 KB0613;SPC IL E     -   342,820.      263,630.      MT  (+/- 180 meters Scaled)
 KB0613
 KB0613                          SUPERSEDED SURVEY CONTROL
 KB0613
 KB0613  NGVD 29 (??/??/92)  218.668  (m)          717.41   (f) ADJ UNCH    1 2
 KB0613
 KB0613.Superseded values are not recommended for survey control.
 KB0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0613.See file dsdata.txt to determine how the superseded data were derived.
 KB0613
 KB0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK494019(NAD 83)
 KB0613_MARKER: DB = BENCH MARK DISK
 KB0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0613_STAMPING: F 12 1933
 KB0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0613+STABILITY: SURFACE MOTION
 KB0613
 KB0613  HISTORY     - Date     Condition        Report By
 KB0613  HISTORY     - UNK      MONUMENTED       CGS
 KB0613  HISTORY     - 1933     GOOD             NGS
 KB0613  HISTORY     - 1938     GOOD             NGS
 KB0613
 KB0613                          STATION DESCRIPTION
 KB0613
 KB0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0613'2 MI W FROM LAKE CITY.
 KB0613'ABOUT 2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM LAKE
 KB0613'CITY, MOULTRIE COUNTY, 18 POLES WEST OF MILEPOST TH 79, 15 FEET
 KB0613'NORTH OF THE TRACK, 15 FEET SOUTH OF THE LINCOLN HIGHWAY, AND
 KB0613'45 FEET SOUTH-SOUTHEAST OF A LINCOLN MEMORIAL TABLET.  A
 KB0613'STANDARD DISK, STAMPED F 12 1933 AND SET IN THE TOP OF A CONCRETE
 KB0613'POST.
 KB0613
 KB0613                          STATION RECOVERY (1938)
 KB0613
 KB0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 KB0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0499 ***********************************************************************
 HB0499  DESIGNATION -  F 120
 HB0499  PID         -  HB0499
 HB0499  STATE/COUNTY-  IL/WILLIAMSON
 HB0499  USGS QUAD   -  MARION (1996)
 HB0499
 HB0499                         *CURRENT SURVEY CONTROL
 HB0499  ___________________________________________________________________
 HB0499* NAD 83(1986)-  37 44 00.     (N)    088 57 22.     (W)     SCALED    
 HB0499* NAVD 88     -       134.295  (meters)     440.60   (feet)  ADJUSTED  
 HB0499  ___________________________________________________________________
 HB0499  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HB0499  DYNAMIC HT  -         134.202 (meters)     440.29  (feet)  COMP
 HB0499  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 HB0499
 HB0499  VERT ORDER  -  SECOND    CLASS 0
 HB0499
 HB0499.The horizontal coordinates were scaled from a topographic map and have
 HB0499.an estimated accuracy of +/- 6 seconds.
 HB0499
 HB0499.The orthometric height was determined by differential leveling
 HB0499.and adjusted by the National Geodetic Survey in June 1991..
 HB0499
 HB0499.The geoid height was determined by GEOID03.
 HB0499
 HB0499.The dynamic height is computed by dividing the NAVD 88
 HB0499.geopotential number by the normal gravity value computed on the
 HB0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0499.degrees latitude (g = 980.6199 gals.).
 HB0499
 HB0499.The modeled gravity was interpolated from observed gravity values.
 HB0499
 HB0499;                    North         East    Units  Estimated Accuracy
 HB0499;SPC IL E     -   118,560.      245,100.      MT  (+/- 180 meters Scaled)
 HB0499
 HB0499                          SUPERSEDED SURVEY CONTROL
 HB0499
 HB0499  NGVD 29 (??/??/??)  134.385  (m)          440.89   (f) ADJUSTED    2 0
 HB0499
 HB0499.Superseded values are not recommended for survey control.
 HB0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0499.See file dsdata.txt to determine how the superseded data were derived.
 HB0499
 HB0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG276780(NAD 83)
 HB0499_MARKER: DB = BENCH MARK DISK
 HB0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0499_STAMPING: F 120 1935
 HB0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0499+STABILITY: SURFACE MOTION
 HB0499
 HB0499  HISTORY     - Date     Condition        Report By
 HB0499  HISTORY     - 1935     MONUMENTED       CGS
 HB0499  HISTORY     - 1965     MARK NOT FOUND   CGS
 HB0499
 HB0499                          STATION DESCRIPTION
 HB0499
 HB0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0499'1.5 MI W FROM MARION.
 HB0499'1.5 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0499'STATION AT MARION, WILLIAMSON COUNTY, AT A ROAD CROSSING, 48
 HB0499'FEET NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET WEST OF THE
 HB0499'CENTERLINE OF THE ROAD, 15 FEET WEST OF THE RIGHT-OF-WAY FENCE
 HB0499'CORNER, AND AT THE FENCE.  A STANDARD DISK, STAMPED F 120 1935
 HB0499'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HB0499'GROUND.
 HB0499
 HB0499                          STATION RECOVERY (1965)
 HB0499
 HB0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0302 ***********************************************************************
 JB0302  DESIGNATION -  F 123
 JB0302  PID         -  JB0302
 JB0302  STATE/COUNTY-  IL/JEFFERSON
 JB0302  USGS QUAD   -  INA (1975)
 JB0302
 JB0302                         *CURRENT SURVEY CONTROL
 JB0302  ___________________________________________________________________
 JB0302* NAD 83(1986)-  38 12 12.     (N)    088 54 10.     (W)     SCALED    
 JB0302* NAVD 88     -       130.899  (meters)     429.46   (feet)  ADJUSTED  
 JB0302  ___________________________________________________________________
 JB0302  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 JB0302  DYNAMIC HT  -         130.814 (meters)     429.18  (feet)  COMP
 JB0302  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 JB0302
 JB0302  VERT ORDER  -  SECOND    CLASS 0
 JB0302
 JB0302.The horizontal coordinates were scaled from a topographic map and have
 JB0302.an estimated accuracy of +/- 6 seconds.
 JB0302
 JB0302.The orthometric height was determined by differential leveling
 JB0302.and adjusted by the National Geodetic Survey in June 1991..
 JB0302
 JB0302.The geoid height was determined by GEOID03.
 JB0302
 JB0302.The dynamic height is computed by dividing the NAVD 88
 JB0302.geopotential number by the normal gravity value computed on the
 JB0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0302.degrees latitude (g = 980.6199 gals.).
 JB0302
 JB0302.The modeled gravity was interpolated from observed gravity values.
 JB0302
 JB0302;                    North         East    Units  Estimated Accuracy
 JB0302;SPC IL E     -   170,700.      250,120.      MT  (+/- 180 meters Scaled)
 JB0302
 JB0302                          SUPERSEDED SURVEY CONTROL
 JB0302
 JB0302  NGVD 29 (??/??/92)  131.003  (m)          429.80   (f) ADJ UNCH    2 0
 JB0302
 JB0302.Superseded values are not recommended for survey control.
 JB0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0302.See file dsdata.txt to determine how the superseded data were derived.
 JB0302
 JB0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH333300(NAD 83)
 JB0302_MARKER: DB = BENCH MARK DISK
 JB0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0302_STAMPING: F 123 1935
 JB0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0302+STABILITY: SURFACE MOTION
 JB0302
 JB0302  HISTORY     - Date     Condition        Report By
 JB0302  HISTORY     - 1935     MONUMENTED       CGS
 JB0302  HISTORY     - 1972     MARK NOT FOUND   USGS
 JB0302
 JB0302                          STATION DESCRIPTION
 JB0302
 JB0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0302'AT BONNIE.
 JB0302'AT BONNIE, JEFFERSON COUNTY, ON THE CHICAGO AND EASTERN ILLINOIS
 JB0302'RAILROAD, 8 RAILS NORTH OF THE STATION, 4 RAILS NORTH OF A
 JB0302'STREET CROSSING AT POLE 283/25, 20 FEET WEST OF THE WEST RAIL,
 JB0302'AND 50 FEET EAST OF STATE HIGHWAY 37.  A STANDARD DISK, STAMPED
 JB0302'F 123 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0302
 JB0302                          STATION RECOVERY (1972)
 JB0302
 JB0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JB0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1366 ***********************************************************************
 JA1366  DESIGNATION -  F 127
 JA1366  PID         -  JA1366
 JA1366  STATE/COUNTY-  IL/LAWRENCE
 JA1366  USGS QUAD   -  VINCENNES (1998)
 JA1366
 JA1366                         *CURRENT SURVEY CONTROL
 JA1366  ___________________________________________________________________
 JA1366* NAD 83(1986)-  38 43 02.     (N)    087 37 21.     (W)     SCALED    
 JA1366* NAVD 88     -       126.860  (meters)     416.21   (feet)  POSTED    
 JA1366  ___________________________________________________________________
 JA1366  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JA1366  DYNAMIC HT  -         126.780 (meters)     415.94  (feet)  COMP
 JA1366  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 JA1366
 JA1366  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JA1366
 JA1366.The horizontal coordinates were scaled from a topographic map and have
 JA1366.an estimated accuracy of +/- 6 seconds.
 JA1366
 JA1366.The orthometric height was determined by differential leveling
 JA1366.and adjusted by the National Geodetic Survey in 1992..
 JA1366.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JA1366.rate of 0.0 thru 1.0 mm/km.
 JA1366
 JA1366.The geoid height was determined by GEOID03.
 JA1366
 JA1366.The dynamic height is computed by dividing the NAVD 88
 JA1366.geopotential number by the normal gravity value computed on the
 JA1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1366.degrees latitude (g = 980.6199 gals.).
 JA1366
 JA1366.The modeled gravity was interpolated from observed gravity values.
 JA1366
 JA1366;                    North         East    Units  Estimated Accuracy
 JA1366;SPC IL E     -   227,830.      361,820.      MT  (+/- 180 meters Scaled)
 JA1366
 JA1366                          SUPERSEDED SURVEY CONTROL
 JA1366
 JA1366  NGVD 29 (??/??/92)  126.981  (m)          416.60   (f) ADJ UNCH    1 2
 JA1366
 JA1366.Superseded values are not recommended for survey control.
 JA1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1366.See file dsdata.txt to determine how the superseded data were derived.
 JA1366
 JA1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH458855(NAD 83)
 JA1366_MARKER: DB = BENCH MARK DISK
 JA1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1366_STAMPING: F 127 1938
 JA1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1366+STABILITY: SURFACE MOTION
 JA1366
 JA1366  HISTORY     - Date     Condition        Report By
 JA1366  HISTORY     - 1938     MONUMENTED       CGS
 JA1366  HISTORY     - 1962     GOOD             NGS
 JA1366  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA1366
 JA1366                          STATION DESCRIPTION
 JA1366
 JA1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JA1366'3.5 MI E FROM LAWRENCEVILLE.
 JA1366'3.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA1366'STATION AT LAWRENCEVILLE, LAWRENCE COUNTY, 0.1 MILE EAST OF
 JA1366'MILEPOST ST. L. 144-C 195, 0.4 MILE NORTH OF U.S. HIGHWAY 50,
 JA1366'20 FEET WEST OF THE CENTERLINE OF A DIRT ROAD LEADING NORTH, 64
 JA1366'FEET SOUTH OF THE SOUTH RAIL, 38 FEET SOUTHEAST OF A TELEPHONE
 JA1366'POLE, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 8 FEET
 JA1366'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 127 1938 AND
 JA1366'SET IN THE TOP OF A CONCRETE POST.
 JA1366
 JA1366                          STATION RECOVERY (1986)
 JA1366
 JA1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0129 ***********************************************************************
 JB0129  DESIGNATION -  F 128
 JB0129  PID         -  JB0129
 JB0129  STATE/COUNTY-  IL/RICHLAND
 JB0129  USGS QUAD   -  OLNEY (1971)
 JB0129
 JB0129                         *CURRENT SURVEY CONTROL
 JB0129  ___________________________________________________________________
 JB0129* NAD 83(1986)-  38 43 25.     (N)    088 03 06.     (W)     SCALED    
 JB0129* NAVD 88     -       153.297  (meters)     502.94   (feet)  POSTED    
 JB0129  ___________________________________________________________________
 JB0129  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB0129  DYNAMIC HT  -         153.200 (meters)     502.62  (feet)  COMP
 JB0129  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 JB0129
 JB0129  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JB0129
 JB0129.The horizontal coordinates were scaled from a topographic map and have
 JB0129.an estimated accuracy of +/- 6 seconds.
 JB0129
 JB0129.The orthometric height was determined by differential leveling
 JB0129.and adjusted by the National Geodetic Survey in 1992..
 JB0129.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JB0129.rate of 0.0 thru 1.0 mm/km.
 JB0129
 JB0129.The geoid height was determined by GEOID03.
 JB0129
 JB0129.The dynamic height is computed by dividing the NAVD 88
 JB0129.geopotential number by the normal gravity value computed on the
 JB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0129.degrees latitude (g = 980.6199 gals.).
 JB0129
 JB0129.The modeled gravity was interpolated from observed gravity values.
 JB0129
 JB0129;                    North         East    Units  Estimated Accuracy
 JB0129;SPC IL E     -   228,330.      324,490.      MT  (+/- 180 meters Scaled)
 JB0129
 JB0129                          SUPERSEDED SURVEY CONTROL
 JB0129
 JB0129  NGVD 29 (??/??/92)  153.410  (m)          503.31   (f) ADJ UNCH    1 2
 JB0129
 JB0129.Superseded values are not recommended for survey control.
 JB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0129.See file dsdata.txt to determine how the superseded data were derived.
 JB0129
 JB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH085866(NAD 83)
 JB0129_MARKER: DB = BENCH MARK DISK
 JB0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0129_SP_SET: BRIDGE
 JB0129_STAMPING: F 128 1938
 JB0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0129
 JB0129  HISTORY     - Date     Condition        Report By
 JB0129  HISTORY     - 1938     MONUMENTED       CGS
 JB0129  HISTORY     - 1971     MARK NOT FOUND   USGS
 JB0129  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0129
 JB0129                          STATION DESCRIPTION
 JB0129
 JB0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JB0129'1.8 MI E FROM OLNEY.
 JB0129'1.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0129'STATION AT OLNEY, RICHLAND COUNTY, 0.2 MILE WEST OF MILEPOST
 JB0129'ST. L 121-C 218, 0.7 MILE WEST OF A DIRT-ROAD CROSSING, 20
 JB0129'FEET SOUTHWEST OF A WHISTLE POST, AT A BRIDGE OVER A SMALL
 JB0129'STREAM, IN THE TOP OF THE WEST END, 8 FEET SOUTH OF THE SOUTH
 JB0129'RAIL, AND 3 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK,
 JB0129'STAMPED F 128 1938.
 JB0129
 JB0129                          STATION RECOVERY (1971)
 JB0129
 JB0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JB0129'MARK NOT FOUND.
 JB0129
 JB0129                          STATION RECOVERY (1986)
 JB0129
 JB0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0129'THE BRIDGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0928 ***********************************************************************
 KB0928  DESIGNATION -  F 13
 KB0928  PID         -  KB0928
 KB0928  STATE/COUNTY-  IL/SANGAMON
 KB0928  USGS QUAD   -  SPRINGFIELD EAST (1976)
 KB0928
 KB0928                         *CURRENT SURVEY CONTROL
 KB0928  ___________________________________________________________________
 KB0928* NAD 83(1986)-  39 50 56.     (N)    089 32 31.     (W)     SCALED    
 KB0928* NAVD 88     -       168.131  (meters)     551.61   (feet)  ADJUSTED  
 KB0928  ___________________________________________________________________
 KB0928  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KB0928  DYNAMIC HT  -         168.041 (meters)     551.31  (feet)  COMP
 KB0928  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 KB0928
 KB0928  VERT ORDER  -  FIRST     CLASS II
 KB0928
 KB0928.The horizontal coordinates were scaled from a topographic map and have
 KB0928.an estimated accuracy of +/- 6 seconds.
 KB0928
 KB0928.The orthometric height was determined by differential leveling
 KB0928.and adjusted by the National Geodetic Survey in June 1991..
 KB0928
 KB0928.The geoid height was determined by GEOID03.
 KB0928
 KB0928.The dynamic height is computed by dividing the NAVD 88
 KB0928.geopotential number by the normal gravity value computed on the
 KB0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0928.degrees latitude (g = 980.6199 gals.).
 KB0928
 KB0928.The modeled gravity was interpolated from observed gravity values.
 KB0928
 KB0928;                    North         East    Units  Estimated Accuracy
 KB0928;SPC IL W     -   353,400.      753,460.      MT  (+/- 180 meters Scaled)
 KB0928
 KB0928                          SUPERSEDED SURVEY CONTROL
 KB0928
 KB0928  NGVD 29 (??/??/92)  168.229  (m)          551.93   (f) ADJ UNCH    1 2
 KB0928
 KB0928.Superseded values are not recommended for survey control.
 KB0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0928.See file dsdata.txt to determine how the superseded data were derived.
 KB0928
 KB0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK825140(NAD 83)
 KB0928_MARKER: DB = BENCH MARK DISK
 KB0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0928_STAMPING: F 13 1933
 KB0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0928+STABILITY: SURFACE MOTION
 KB0928
 KB0928  HISTORY     - Date     Condition        Report By
 KB0928  HISTORY     - 1933     MONUMENTED       CGS
 KB0928  HISTORY     - 1934     GOOD             NGS
 KB0928
 KB0928                          STATION DESCRIPTION
 KB0928
 KB0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KB0928'AT RIVERTON.
 KB0928'AT RIVERTON, SANGAMON COUNTY, ON THE WABASH RAILROAD, ABOUT 500
 KB0928'FEET EAST OF THE STATION, 60 FEET SOUTH OF THE MAIN TRACK, 15
 KB0928'FEET EAST OF THE EAST WALK OF A ROAD THAT CROSSES THE TRACK,
 KB0928'AND 2 FEET SOUTH OF THE CONCRETE WALK TO THE BRUCE LUMBER CO.
 KB0928'A STANDARD DISK, STAMPED F 13 1933 AND SET IN THE TOP OF A
 KB0928'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0479 ***********************************************************************
 NH0479  DESIGNATION -  F 130
 NH0479  PID         -  NH0479
 NH0479  STATE/COUNTY-  IL/OGLE
 NH0479  USGS QUAD   -  KINGS (1993)
 NH0479
 NH0479                         *CURRENT SURVEY CONTROL
 NH0479  ___________________________________________________________________
 NH0479* NAD 83(1986)-  42 06 00.     (N)    089 00 08.     (W)     SCALED    
 NH0479* NAVD 88     -       265.452  (meters)     870.90   (feet)  ADJUSTED  
 NH0479  ___________________________________________________________________
 NH0479  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NH0479  DYNAMIC HT  -         265.363 (meters)     870.61  (feet)  COMP
 NH0479  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 NH0479
 NH0479  VERT ORDER  -  FIRST     CLASS I
 NH0479
 NH0479.The horizontal coordinates were scaled from a topographic map and have
 NH0479.an estimated accuracy of +/- 6 seconds.
 NH0479
 NH0479.The orthometric height was determined by differential leveling
 NH0479.and adjusted by the National Geodetic Survey in June 1991..
 NH0479.WARNING-Repeat measurements at this control monument indicate possible
 NH0479.vertical movement.
 NH0479
 NH0479.The geoid height was determined by GEOID03.
 NH0479
 NH0479.The dynamic height is computed by dividing the NAVD 88
 NH0479.geopotential number by the normal gravity value computed on the
 NH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0479.degrees latitude (g = 980.6199 gals.).
 NH0479
 NH0479.The modeled gravity was interpolated from observed gravity values.
 NH0479
 NH0479;                    North         East    Units  Estimated Accuracy
 NH0479;SPC IL W     -   603,850.      796,320.      MT  (+/- 180 meters Scaled)
 NH0479
 NH0479                          SUPERSEDED SURVEY CONTROL
 NH0479
 NH0479  NGVD 29 (??/??/92)  265.499  (m)          871.06   (f) ADJ UNCH    1 1
 NH0479
 NH0479.Superseded values are not recommended for survey control.
 NH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0479.See file dsdata.txt to determine how the superseded data were derived.
 NH0479
 NH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM344628(NAD 83)
 NH0479_MARKER: DB = BENCH MARK DISK
 NH0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0479_SP_SET: CONCRETE FOUNDATION
 NH0479_STAMPING: F 130 1947
 NH0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0479+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 NH0479
 NH0479  HISTORY     - Date     Condition        Report By
 NH0479  HISTORY     - 1947     MONUMENTED       CGS
 NH0479  HISTORY     - 1969     GOOD             NGS
 NH0479  HISTORY     - 1987     GOOD             USPSQD
 NH0479  HISTORY     - 19960614 GOOD             USPSQD
 NH0479  HISTORY     - 20010725 GOOD             USPSQD
 NH0479  HISTORY     - 20041013 GOOD             USPSQD
 NH0479
 NH0479                          STATION DESCRIPTION
 NH0479
 NH0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0479'0.2 MI E FROM MONROE CENTER.
 NH0479'ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 72 FROM THE MONROE
 NH0479'CENTER SCHOOL AT MONROE CENTER, 118 YARDS SOUTH OF THE CENTER
 NH0479'LINE OF THE HIGHWAY, 70 YARDS SOUTH OF THE SOUTH FACE OF THE
 NH0479'MONROE CENTER COMMUNITY CHURCH, 161 FEET WEST OF THE CENTER LINE
 NH0479'OF WEST STREET, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 NH0479'FOUNDATION OF THE SOUTHEAST CORNER OF THE SOUTH WING OF THE
 NH0479'ABANDONED CONSOLIDATED SCHOOL, DISTRICT 173, 2 1/2 FEET ABOVE
 NH0479'THE LEVEL OF THE GROUND, 2 FEET WEST OF THE SOUTHEAST CORNER OF
 NH0479'THE BUILDING, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE STREET.
 NH0479'SEC 21, T42N, R2E.
 NH0479
 NH0479                          STATION RECOVERY (1987)
 NH0479
 NH0479'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0479'RECOVERED IN GOOD CONDITION.
 NH0479
 NH0479                          STATION RECOVERY (1996)
 NH0479
 NH0479'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0479'RECOVERED IN GOOD CONDITION.
 NH0479
 NH0479                          STATION RECOVERY (2001)
 NH0479
 NH0479'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0479'MONROE CENTER FIRE STATION
 NH0479
 NH0479                          STATION RECOVERY (2004)
 NH0479
 NH0479'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0224 ***********************************************************************
 NH0224  DESIGNATION -  F 131
 NH0224  PID         -  NH0224
 NH0224  STATE/COUNTY-  IL/DE KALB
 NH0224  USGS QUAD   -  HAMPSHIRE (1978)
 NH0224
 NH0224                         *CURRENT SURVEY CONTROL
 NH0224  ___________________________________________________________________
 NH0224* NAD 83(1986)-  42 05 17.     (N)    088 35 53.     (W)     SCALED    
 NH0224* NAVD 88     -       259.384  (meters)     851.00   (feet)  ADJUSTED  
 NH0224  ___________________________________________________________________
 NH0224  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NH0224  DYNAMIC HT  -         259.296 (meters)     850.71  (feet)  COMP
 NH0224  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 NH0224
 NH0224  VERT ORDER  -  FIRST     CLASS I
 NH0224
 NH0224.The horizontal coordinates were scaled from a topographic map and have
 NH0224.an estimated accuracy of +/- 6 seconds.
 NH0224
 NH0224.The orthometric height was determined by differential leveling
 NH0224.and adjusted by the National Geodetic Survey in June 1991..
 NH0224
 NH0224.The geoid height was determined by GEOID03.
 NH0224
 NH0224.The dynamic height is computed by dividing the NAVD 88
 NH0224.geopotential number by the normal gravity value computed on the
 NH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0224.degrees latitude (g = 980.6199 gals.).
 NH0224
 NH0224.The modeled gravity was interpolated from observed gravity values.
 NH0224
 NH0224;                    North         East    Units  Estimated Accuracy
 NH0224;SPC IL E     -   601,920.      278,100.      MT  (+/- 180 meters Scaled)
 NH0224
 NH0224                          SUPERSEDED SURVEY CONTROL
 NH0224
 NH0224  NGVD 29 (??/??/92)  259.438  (m)          851.17   (f) ADJ UNCH    1 1
 NH0224
 NH0224.Superseded values are not recommended for survey control.
 NH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0224.See file dsdata.txt to determine how the superseded data were derived.
 NH0224
 NH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM678607(NAD 83)
 NH0224_MARKER: DB = BENCH MARK DISK
 NH0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0224_SP_SET: BRIDGE ABUTMENT
 NH0224_STAMPING: F 131 1947
 NH0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0224
 NH0224  HISTORY     - Date     Condition        Report By
 NH0224  HISTORY     - 1947     MONUMENTED       CGS
 NH0224  HISTORY     - 1969     GOOD             NGS
 NH0224  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH0224  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NH0224
 NH0224                          STATION DESCRIPTION
 NH0224
 NH0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0224'5.2 MI E FROM GENOA.
 NH0224'ABOUT 5.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE GENOA STATE
 NH0224'BANK AT GENOA, OR ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM
 NH0224'THE HIGH SCHOOL AT HAMPSHIRE, THENCE 3.55 MILES WEST ALONG STATE
 NH0224'HIGHWAY 72, 0.55 MILE WEST OF THE DE KALB-KANE COUNTY LINE, 12
 NH0224'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 NH0224'THE SOUTHEAST WINGWALL AND 3 FEET SOUTHEAST OF THE SOUTH END OF
 NH0224'THE EAST ABUTMENT OF THE CONCRETE HIGHWAY BRIDGE OVER COON CREEK,
 NH0224'AND ABOUT LEVEL WITH THE HIGHWAY.  SEC 25, T 42N, R 5E.
 NH0224
 NH0224                          STATION RECOVERY (1989)
 NH0224
 NH0224'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH0224'MARK NOT FOUND.
 NH0224
 NH0224                          STATION RECOVERY (1996)
 NH0224
 NH0224'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0048 ***********************************************************************
 NH0048  DESIGNATION -  F 132 RESET 1969
 NH0048  PID         -  NH0048
 NH0048  STATE/COUNTY-  IL/COOK
 NH0048  USGS QUAD   -  STREAMWOOD (1993)
 NH0048
 NH0048                         *CURRENT SURVEY CONTROL
 NH0048  ___________________________________________________________________
 NH0048* NAD 83(1986)-  42 01 02.     (N)    088 13 55.     (W)     SCALED    
 NH0048* NAVD 88     -       247.514  (meters)     812.05   (feet)  ADJUSTED  
 NH0048  ___________________________________________________________________
 NH0048  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0048  DYNAMIC HT  -         247.429 (meters)     811.77  (feet)  COMP
 NH0048  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 NH0048
 NH0048  VERT ORDER  -  FIRST     CLASS I
 NH0048
 NH0048.The horizontal coordinates were scaled from a topographic map and have
 NH0048.an estimated accuracy of +/- 6 seconds.
 NH0048
 NH0048.The orthometric height was determined by differential leveling
 NH0048.and adjusted by the National Geodetic Survey in June 1991..
 NH0048
 NH0048.The geoid height was determined by GEOID03.
 NH0048
 NH0048.The dynamic height is computed by dividing the NAVD 88
 NH0048.geopotential number by the normal gravity value computed on the
 NH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0048.degrees latitude (g = 980.6199 gals.).
 NH0048
 NH0048.The modeled gravity was interpolated from observed gravity values.
 NH0048
 NH0048;                    North         East    Units  Estimated Accuracy
 NH0048;SPC IL E     -   594,020.      308,400.      MT  (+/- 180 meters Scaled)
 NH0048
 NH0048                          SUPERSEDED SURVEY CONTROL
 NH0048
 NH0048  NGVD 29 (??/??/92)  247.593  (m)          812.31   (f) ADJ UNCH    1 1
 NH0048
 NH0048.Superseded values are not recommended for survey control.
 NH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0048.See file dsdata.txt to determine how the superseded data were derived.
 NH0048
 NH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM980524(NAD 83)
 NH0048_MARKER: DB = BENCH MARK DISK
 NH0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0048_SP_SET: OVERPASS
 NH0048_STAMPING: F 132 RESET 1969
 NH0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0048
 NH0048  HISTORY     - Date     Condition        Report By
 NH0048  HISTORY     - 1969     MONUMENTED       CGS
 NH0048  HISTORY     - 1987     GOOD             USPSQD
 NH0048
 NH0048                          STATION DESCRIPTION
 NH0048
 NH0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0048'3.2 MI SE FROM ELGIN.
 NH0048'ABOUT 3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 BUSINESS ROUTE
 NH0048'FROM THE POST OFFICE AT ELGIN, IN SECTION 20, T 41 N, R 9 E,
 NH0048'OR ABOUT 0.8 MILE NORTH ALONG OAK AVENUE FROM THE CHICAGO,
 NH0048'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT BARTLETT,
 NH0048'THENCE 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 20, 25 FEET SOUTH
 NH0048'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CONCRETE
 NH0048'WINGWALL AT THE SOUTHWEST CORNER OF THE HIGHWAY OVERPASS FOR
 NH0048'THE ELGIN, JOLIET, AND EASTERN RAILWAY COMPANY, AND ABOUT 1/2
 NH0048'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 NH0048
 NH0048                          STATION RECOVERY (1987)
 NH0048
 NH0048'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1613 ***********************************************************************
 ME1613  DESIGNATION -  F 135
 ME1613  PID         -  ME1613
 ME1613  STATE/COUNTY-  IL/COOK
 ME1613  USGS QUAD   -  JACKSON PARK (1993)
 ME1613
 ME1613                         *CURRENT SURVEY CONTROL
 ME1613  ___________________________________________________________________
 ME1613* NAD 83(1986)-  41 52 22.     (N)    087 37 22.     (W)     SCALED    
 ME1613* NAVD 88     -       183.898  (meters)     603.34   (feet)  ADJUSTED  
 ME1613  ___________________________________________________________________
 ME1613  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME1613  DYNAMIC HT  -         183.836 (meters)     603.14  (feet)  COMP
 ME1613  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 ME1613
 ME1613  VERT ORDER  -  FIRST     CLASS I
 ME1613
 ME1613.The horizontal coordinates were scaled from a topographic map and have
 ME1613.an estimated accuracy of +/- 6 seconds.
 ME1613
 ME1613.The orthometric height was determined by differential leveling
 ME1613.and adjusted by the National Geodetic Survey in June 1991..
 ME1613
 ME1613.The geoid height was determined by GEOID03.
 ME1613
 ME1613.The dynamic height is computed by dividing the NAVD 88
 ME1613.geopotential number by the normal gravity value computed on the
 ME1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1613.degrees latitude (g = 980.6199 gals.).
 ME1613
 ME1613.The modeled gravity was interpolated from observed gravity values.
 ME1613
 ME1613;                    North         East    Units  Estimated Accuracy
 ME1613;SPC IL E     -   578,220.      358,990.      MT  (+/- 180 meters Scaled)
 ME1613
 ME1613                          SUPERSEDED SURVEY CONTROL
 ME1613
 ME1613  NGVD 29 (??/??/92)  183.984  (m)          603.62   (f) ADJ UNCH    1 1
 ME1613
 ME1613.Superseded values are not recommended for survey control.
 ME1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1613.See file dsdata.txt to determine how the superseded data were derived.
 ME1613
 ME1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM483358(NAD 83)
 ME1613_MARKER: DB = BENCH MARK DISK
 ME1613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1613_SP_SET: FOUNDATION
 ME1613_STAMPING: F 135 1947
 ME1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1613
 ME1613  HISTORY     - Date     Condition        Report By
 ME1613  HISTORY     - 1947     MONUMENTED       CGS
 ME1613  HISTORY     - 1969     GOOD             NGS
 ME1613  HISTORY     - 1977     GOOD             NGS
 ME1613  HISTORY     - 1987     GOOD             USPSQD
 ME1613  HISTORY     - 1989     GOOD             USPSQD
 ME1613  HISTORY     - 1989     GOOD             USPSQD
 ME1613
 ME1613                          STATION DESCRIPTION
 ME1613
 ME1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1613'0.4 MI N FROM CHICAGO.
 ME1613'ABOUT 0.4 MILE NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1613'CENTRAL RAILROAD STATION AT CHICAGO, AT THE INTERSECTION OF
 ME1613'MICHIGAN AVENUE AND EAST BALBO DRIVE, 237 FEET EAST OF THE
 ME1613'EAST CURB OF THE AVENUE, 15 FEET SOUTH OF THE SOUTH CURB OF THE
 ME1613'DRIVE, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE FOUNDATION
 ME1613'FOR THE SOUTH ORNAMENTAL POST AT THE WEST END OF THE EAST BALBO
 ME1613'DRIVE BRIDGE OVER THE ILLINOIS CENTRAL RAILROAD, AND ABOUT 1/2
 ME1613'FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 ME1613
 ME1613                          STATION RECOVERY (1977)
 ME1613
 ME1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1613'RECOVERED IN GOOD CONDITION.
 ME1613
 ME1613                          STATION RECOVERY (1987)
 ME1613
 ME1613'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1613'RECOVERED IN GOOD CONDITION.
 ME1613
 ME1613                          STATION RECOVERY (1989)
 ME1613
 ME1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1613'RECOVERED IN GOOD CONDITION.
 ME1613
 ME1613                          STATION RECOVERY (1989)
 ME1613
 ME1613'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1785 ***********************************************************************
 ME1785  DESIGNATION -  F 136
 ME1785  PID         -  ME1785
 ME1785  STATE/COUNTY-  IL/COOK
 ME1785  USGS QUAD   -  BERWYN (1993)
 ME1785
 ME1785                         *CURRENT SURVEY CONTROL
 ME1785  ___________________________________________________________________
 ME1785* NAD 83(1986)-  41 47 56.     (N)    087 45 34.     (W)     SCALED    
 ME1785* NAVD 88     -       183.069  (meters)     600.62   (feet)  ADJUSTED  
 ME1785  ___________________________________________________________________
 ME1785  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME1785  DYNAMIC HT  -         183.005 (meters)     600.41  (feet)  COMP
 ME1785  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 ME1785
 ME1785  VERT ORDER  -  FIRST     CLASS II
 ME1785
 ME1785.The horizontal coordinates were scaled from a topographic map and have
 ME1785.an estimated accuracy of +/- 6 seconds.
 ME1785
 ME1785.The orthometric height was determined by differential leveling
 ME1785.and adjusted by the National Geodetic Survey in June 1991..
 ME1785
 ME1785.The geoid height was determined by GEOID03.
 ME1785
 ME1785.The dynamic height is computed by dividing the NAVD 88
 ME1785.geopotential number by the normal gravity value computed on the
 ME1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1785.degrees latitude (g = 980.6199 gals.).
 ME1785
 ME1785.The modeled gravity was interpolated from observed gravity values.
 ME1785
 ME1785;                    North         East    Units  Estimated Accuracy
 ME1785;SPC IL E     -   569,930.      347,700.      MT  (+/- 180 meters Scaled)
 ME1785
 ME1785                          SUPERSEDED SURVEY CONTROL
 ME1785
 ME1785  NGVD 29 (??/??/92)  183.155  (m)          600.90   (f) ADJ UNCH    1 2
 ME1785
 ME1785.Superseded values are not recommended for survey control.
 ME1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1785.See file dsdata.txt to determine how the superseded data were derived.
 ME1785
 ME1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM369277(NAD 83)
 ME1785_MARKER: DB = BENCH MARK DISK
 ME1785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1785_SP_SET: BUILDING
 ME1785_STAMPING: F 136 1947
 ME1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1785
 ME1785  HISTORY     - Date     Condition        Report By
 ME1785  HISTORY     - 1947     MONUMENTED       CGS
 ME1785  HISTORY     - 1964     POOR             NGS
 ME1785  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1785  HISTORY     - 19870601 MARK NOT FOUND   USPSQD
 ME1785  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1785
 ME1785                          STATION DESCRIPTION
 ME1785
 ME1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1785'AT CHICAGO.
 ME1785'AT CHICAGO, ABOUT 2 BLOCKS NORTH ALONG SOUTH LINDER AVENUE FROM
 ME1785'ITS INTERSECTION WITH ARCHER AVENUE, AT THE INTERSECTION OF SOUTH
 ME1785'LINDER AVENUE AND WEST 52ND STREET, SET VERTICALLY IN THE SOUTH
 ME1785'FACE OF THE SOUTHWEST CORNER OF THE MARK TWAIN PUBLIC SCHOOL,
 ME1785'1.8 FEET EAST OF THE SOUTHWEST CORNER AND 2.3 FEET ABOVE THE
 ME1785'GROUND.  NOTE-- TOP OF DISK HAS BEEN STRUCK A BLOW WITH A HARD
 ME1785'OBJECT, WHICH PRODUCED A INTENDATION AND DEFORMATION.  DISK IS
 ME1785'LOOSE IN ITS SETTING AND SHOULD BE USED WITH CAUTION BECAUSE OF
 ME1785'ITS INSTABILITY.  DISK ALSO PARTIALLY PAINTED A ORANGE COLOR.
 ME1785'I WOULD SUGGEST DISK BE RELOCATED ON ANOTHER BUILDING BECAUSE
 ME1785'THE CURRENT LOCATION OF DISK IS SO CONSPICUOUS AND SEEN BY SO MANY
 ME1785'THAT DONT UNDERSTAND ITS PURPOSE AND TREAT IT AS A CURIOSITY
 ME1785'THAT CHANCES OF IT BEING FURTHER DAMAGED OR DESTROYED IS INCREASED,
 ME1785'AS CAN BE ATTESTED BY ITS CURRENT CONDITION.
 ME1785
 ME1785                          STATION RECOVERY (1964)
 ME1785
 ME1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 ME1785'MARK RECOVERED IN POOR CONDITION.
 ME1785
 ME1785                          STATION RECOVERY (1977)
 ME1785
 ME1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1785'MARK NOT FOUND.
 ME1785
 ME1785                          STATION RECOVERY (1987)
 ME1785
 ME1785'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1785'MARK NOT FOUND.
 ME1785
 ME1785                          STATION RECOVERY (1989)
 ME1785
 ME1785'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0014 ***********************************************************************
 KC0014  DESIGNATION -  F 14
 KC0014  PID         -  KC0014
 KC0014  STATE/COUNTY-  IL/MORGAN
 KC0014  USGS QUAD   -  JACKSONVILLE (1983)
 KC0014
 KC0014                         *CURRENT SURVEY CONTROL
 KC0014  ___________________________________________________________________
 KC0014* NAD 83(1986)-  39 44 19.     (N)    090 13 56.     (W)     SCALED    
 KC0014* NAVD 88     -       180.687  (meters)     592.80   (feet)  ADJUSTED  
 KC0014  ___________________________________________________________________
 KC0014  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0014  DYNAMIC HT  -         180.588 (meters)     592.48  (feet)  COMP
 KC0014  MODELED GRAV-     980,071.8   (mgal)                       NAVD 88
 KC0014
 KC0014  VERT ORDER  -  FIRST     CLASS II
 KC0014
 KC0014.The horizontal coordinates were scaled from a topographic map and have
 KC0014.an estimated accuracy of +/- 6 seconds.
 KC0014
 KC0014.The orthometric height was determined by differential leveling
 KC0014.and adjusted by the National Geodetic Survey in June 1991..
 KC0014
 KC0014.The geoid height was determined by GEOID03.
 KC0014
 KC0014.The dynamic height is computed by dividing the NAVD 88
 KC0014.geopotential number by the normal gravity value computed on the
 KC0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0014.degrees latitude (g = 980.6199 gals.).
 KC0014
 KC0014.The modeled gravity was interpolated from observed gravity values.
 KC0014
 KC0014;                    North         East    Units  Estimated Accuracy
 KC0014;SPC IL W     -   340,970.      694,380.      MT  (+/- 180 meters Scaled)
 KC0014
 KC0014                          SUPERSEDED SURVEY CONTROL
 KC0014
 KC0014  NGVD 29 (??/??/92)  180.808  (m)          593.20   (f) ADJ UNCH    1 2
 KC0014
 KC0014.Superseded values are not recommended for survey control.
 KC0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0014.See file dsdata.txt to determine how the superseded data were derived.
 KC0014
 KC0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE371024(NAD 83)
 KC0014_MARKER: DB = BENCH MARK DISK
 KC0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0014_STAMPING: F 14 1933
 KC0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0014+STABILITY: SURFACE MOTION
 KC0014
 KC0014  HISTORY     - Date     Condition        Report By
 KC0014  HISTORY     - 1933     MONUMENTED       CGS
 KC0014  HISTORY     - 1935     GOOD             NGS
 KC0014  HISTORY     - 1978     MARK NOT FOUND   USGS
 KC0014
 KC0014                          STATION DESCRIPTION
 KC0014
 KC0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0014'AT JACKSONVILLE.
 KC0014'AT JACKSONVILLE, MORGAN COUNTY, ON THE WABASH RAILROAD, 25 FEET
 KC0014'EAST OF THE EAST END OF THE STATION, ABOUT 190 FEET SOUTH OF THE
 KC0014'CENTERLINE OF THE MAIN TRACK, 40 FEET NORTH OF THE NORTH CURB OF
 KC0014'WEST LAFAYETTE AVENUE, IN A PARK, AND 3 FEET WEST OF A WALK.
 KC0014'A STANDARD DISK, STAMPED F 14 1933 AND SET IN THE TOP OF A
 KC0014'CONCRETE POST.
 KC0014
 KC0014                          STATION RECOVERY (1978)
 KC0014
 KC0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 KC0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1726 ***********************************************************************
 ME1726  DESIGNATION -  F 140
 ME1726  PID         -  ME1726
 ME1726  STATE/COUNTY-  IL/COOK
 ME1726  USGS QUAD   -  SAG BRIDGE (1997)
 ME1726
 ME1726                         *CURRENT SURVEY CONTROL
 ME1726  ___________________________________________________________________
 ME1726* NAD 83(1986)-  41 40 34.     (N)    087 59 55.     (W)     SCALED    
 ME1726* NAVD 88     -       182.107  (meters)     597.46   (feet)  ADJUSTED  
 ME1726  ___________________________________________________________________
 ME1726  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 ME1726  DYNAMIC HT  -         182.040 (meters)     597.24  (feet)  COMP
 ME1726  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 ME1726
 ME1726  VERT ORDER  -  FIRST     CLASS II
 ME1726
 ME1726.The horizontal coordinates were scaled from a topographic map and have
 ME1726.an estimated accuracy of +/- 6 seconds.
 ME1726
 ME1726.The orthometric height was determined by differential leveling
 ME1726.and adjusted by the National Geodetic Survey in June 1991..
 ME1726
 ME1726.The geoid height was determined by GEOID03.
 ME1726
 ME1726.The dynamic height is computed by dividing the NAVD 88
 ME1726.geopotential number by the normal gravity value computed on the
 ME1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1726.degrees latitude (g = 980.6199 gals.).
 ME1726
 ME1726.The modeled gravity was interpolated from observed gravity values.
 ME1726
 ME1726;                    North         East    Units  Estimated Accuracy
 ME1726;SPC IL E     -   556,180.      327,870.      MT  (+/- 180 meters Scaled)
 ME1726
 ME1726                          SUPERSEDED SURVEY CONTROL
 ME1726
 ME1726  NGVD 29 (??/??/92)  182.196  (m)          597.75   (f) ADJ UNCH    1 2
 ME1726
 ME1726.Superseded values are not recommended for survey control.
 ME1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1726.See file dsdata.txt to determine how the superseded data were derived.
 ME1726
 ME1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM168142(NAD 83)
 ME1726_MARKER: DB = BENCH MARK DISK
 ME1726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1726_SP_SET: BUILDING
 ME1726_STAMPING: F 140 1947
 ME1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1726+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 ME1726
 ME1726  HISTORY     - Date     Condition        Report By
 ME1726  HISTORY     - 1947     MONUMENTED       CGS
 ME1726  HISTORY     - 1971     GOOD             NGS
 ME1726  HISTORY     - 1977     GOOD             NGS
 ME1726  HISTORY     - 1983     GOOD             MARCHE
 ME1726  HISTORY     - 1987     GOOD             USPSQD
 ME1726  HISTORY     - 19881020 GOOD             USPSQD
 ME1726  HISTORY     - 1989     GOOD             USPSQD
 ME1726  HISTORY     - 19970802 GOOD             USPSQD
 ME1726  HISTORY     - 20030927 GOOD             USPSQD
 ME1726
 ME1726                          STATION DESCRIPTION
 ME1726
 ME1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1726'AT LEMONT.
 ME1726'AT LEMONT, SET VERTICALLY IN THE SOUTHEAST FACE AT THE SOUTH
 ME1726'CORNER OF THE POST OFFICE BUILDING, 1 FOOT NORTHEAST OF THE SOUTH
 ME1726'CORNER AND 2.5 FEET ABOVE THE GROUND.
 ME1726
 ME1726                          STATION RECOVERY (1971)
 ME1726
 ME1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1726'RECOVERED IN GOOD CONDITION.
 ME1726
 ME1726                          STATION RECOVERY (1977)
 ME1726
 ME1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1726'RECOVERED IN GOOD CONDITION.
 ME1726
 ME1726                          STATION RECOVERY (1983)
 ME1726
 ME1726'RECOVERY NOTE BY MARCHESE AND SONS 1983
 ME1726'RECOVERED IN GOOD CONDITION.
 ME1726
 ME1726                          STATION RECOVERY (1987)
 ME1726
 ME1726'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1726'RECOVERED IN GOOD CONDITION.
 ME1726
 ME1726                          STATION RECOVERY (1988)
 ME1726
 ME1726'RECOVERY NOTE BY US POWER SQUADRON 1988 (MBO)
 ME1726'RECOVERED IN GOOD CONDITION.
 ME1726
 ME1726                          STATION RECOVERY (1989)
 ME1726
 ME1726'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1726'RECOVERED IN GOOD CONDITION.
 ME1726
 ME1726                          STATION RECOVERY (1997)
 ME1726
 ME1726'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME1726'RECOVERED IN GOOD CONDITION.
 ME1726
 ME1726                          STATION RECOVERY (2003)
 ME1726
 ME1726'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAD)
 ME1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0431 ***********************************************************************
 MF0431  DESIGNATION -  F 141
 MF0431  PID         -  MF0431
 MF0431  STATE/COUNTY-  IL/GRUNDY
 MF0431  USGS QUAD   -  SENECA (1980)
 MF0431
 MF0431                         *CURRENT SURVEY CONTROL
 MF0431  ___________________________________________________________________
 MF0431* NAD 83(1986)-  41 20 18.     (N)    088 30 02.     (W)     SCALED    
 MF0431* NAVD 88     -       156.690  (meters)     514.07   (feet)  ADJUSTED  
 MF0431  ___________________________________________________________________
 MF0431  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MF0431  DYNAMIC HT  -         156.630 (meters)     513.88  (feet)  COMP
 MF0431  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 MF0431
 MF0431  VERT ORDER  -  FIRST     CLASS II
 MF0431
 MF0431.The horizontal coordinates were scaled from a topographic map and have
 MF0431.an estimated accuracy of +/- 6 seconds.
 MF0431
 MF0431.The orthometric height was determined by differential leveling
 MF0431.and adjusted by the National Geodetic Survey in June 1991..
 MF0431
 MF0431.The geoid height was determined by GEOID03.
 MF0431
 MF0431.The dynamic height is computed by dividing the NAVD 88
 MF0431.geopotential number by the normal gravity value computed on the
 MF0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0431.degrees latitude (g = 980.6199 gals.).
 MF0431
 MF0431.The modeled gravity was interpolated from observed gravity values.
 MF0431
 MF0431;                    North         East    Units  Estimated Accuracy
 MF0431;SPC IL E     -   518,630.      286,000.      MT  (+/- 180 meters Scaled)
 MF0431
 MF0431                          SUPERSEDED SURVEY CONTROL
 MF0431
 MF0431  NGVD 29 (??/??/92)  156.763  (m)          514.31   (f) ADJ UNCH    1 2
 MF0431
 MF0431.Superseded values are not recommended for survey control.
 MF0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0431.See file dsdata.txt to determine how the superseded data were derived.
 MF0431
 MF0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL744774(NAD 83)
 MF0431_MARKER: DB = BENCH MARK DISK
 MF0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0431_STAMPING: F 141 1947
 MF0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0431+STABILITY: SURFACE MOTION
 MF0431
 MF0431  HISTORY     - Date     Condition        Report By
 MF0431  HISTORY     - 1947     MONUMENTED       CGS
 MF0431  HISTORY     - 20050627 MARK NOT FOUND   GEOCAC
 MF0431
 MF0431                          STATION DESCRIPTION
 MF0431
 MF0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0431'4.7 MI SW FROM MORRIS.
 MF0431'ABOUT 0.15 MILE NORTH ALONG LIBERTY STREET FROM THE COURT
 MF0431'HOUSE AT MORRIS, THENCE ABOUT 0.8 MILE WEST ALONG JEFFERSON
 MF0431'STREET, THENCE ABOUT 3.75 MILES SOUTHWEST ALONG THE RIVER
 MF0431'ROAD, AT A FARM HOUSE, 16 FEET SOUTHEAST OF THE CENTER LINE OF
 MF0431'THE ROAD, ABOUT 55 FEET WEST OF THE WEST CORNER OF THE HOUSE,
 MF0431'3 FEET NORTHWEST OF A TELEPHONE POLE, 33 FEET NORTHEAST OF THE
 MF0431'WEST CORNER OF THE YARD AROUND THE HOUSE, 2 FEET NORTHEAST
 MF0431'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 MF0431'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MF0431
 MF0431                          STATION RECOVERY (2005)
 MF0431
 MF0431'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 MF0431'USING GARMIN GPS72, A CHECK WAS MADE AT THE COORDINATES.  AT THE
 MF0431'COORDINATES, THERE WAS NO FARMHOUSE PRESENT.  TO THE SOUTH IS THE
 MF0431'ILLINOIS AND MICHIGAN CANAL, AND SOUTH OF THAT IS POSTED AS PRIVATE
 MF0431'PROPERTY, THERE IS A BARN OR OLD HOUSE THERE.
 MF0431'DID NOT SEEK MARK ON THIS PROPERTY, AND IT IS UNKNOWN IF THE 'RIVER
 MF0431'ROAD' IN THE DESCRIPTION IS THE SAME GRAVEL ROAD RUNNING EAST-WEST IN
 MF0431'FRONT OF THE STRUCTURE ON THE PRIVATE LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1830 ***********************************************************************
 MF1830  DESIGNATION -  F 142 RESET
 MF1830  PID         -  MF1830
 MF1830  STATE/COUNTY-  IL/WILL
 MF1830  USGS QUAD   -  PLAINFIELD (1993)
 MF1830
 MF1830                         *CURRENT SURVEY CONTROL
 MF1830  ___________________________________________________________________
 MF1830* NAD 83(1986)-  41 31 19.     (N)    088 10 05.     (W)     SCALED    
 MF1830* NAVD 88     -       175.85   (+/-2cm)     576.9    (feet)  VERTCON   
 MF1830  ___________________________________________________________________
 MF1830  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MF1830
 MF1830  VERT ORDER  -  THIRD (See Below)
 MF1830
 MF1830.This mark is at Joliet Park District Airport (JOT)
 MF1830
 MF1830.The horizontal coordinates were scaled from a topographic map and have
 MF1830.an estimated accuracy of +/- 6 seconds.
 MF1830
 MF1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1830.The vertical order pertains to the NGVD 29 superseded value.
 MF1830
 MF1830.The geoid height was determined by GEOID03.
 MF1830
 MF1830;                    North         East    Units  Estimated Accuracy
 MF1830;SPC IL E     -   539,020.      313,800.      MT  (+/- 180 meters Scaled)
 MF1830
 MF1830                          SUPERSEDED SURVEY CONTROL
 MF1830
 MF1830  NGVD 29 (03/28/06)  175.94   (m)          577.2    (f) RESET       3  
 MF1830
 MF1830.Superseded values are not recommended for survey control.
 MF1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1830.See file dsdata.txt to determine how the superseded data were derived.
 MF1830
 MF1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL025973(NAD 83)
 MF1830_MARKER: DV = VERTICAL CONTROL DISK
 MF1830_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MF1830_SP_SET: BRIDGE WINGWALL
 MF1830_STAMPING: F 142 RESET 1992
 MF1830_MARK LOGO: NGS   
 MF1830_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1830+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MF1830
 MF1830  HISTORY     - Date     Condition        Report By
 MF1830  HISTORY     - 1992     MONUMENTED       LOCENG
 MF1830
 MF1830                          STATION DESCRIPTION
 MF1830
 MF1830'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 MF1830'ABOUT 4.6 MI (7.4 KM) WEST ALONG U.S. HIGHWAY 52 FROM THE COURTHOUSE
 MF1830'AT JOLIET AND ABOUT 0.55 MI (0.89 KM) EAST OF THE ENTRANCE TO THE
 MF1830'JOLIET MUNICIPAL AIRPORT, SET IN THE TOP OF THE NORTHWEST WINGWALL OF
 MF1830'A 11 M (36.1 FT) CONCRETE BRIDGE OVER ROCK RUN CREEK, 16.2 M
 MF1830'(53.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY WHICH IS WEST
 MF1830'JEFFERSON STREET, 115 M (377.3 FT) EAST OF THE TEE INTERSECTION OF
 MF1830'ROUTE 52 AND HOUBOLT ROAD, AND ABOUT 0.5 M (1.6 FT) BELOW THE LEVEL
 MF1830'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0149 ***********************************************************************
 MF0149  DESIGNATION -  F 143
 MF0149  PID         -  MF0149
 MF0149  STATE/COUNTY-  IL/GRUNDY
 MF0149  USGS QUAD   -  LISBON (1993)
 MF0149
 MF0149                         *CURRENT SURVEY CONTROL
 MF0149  ___________________________________________________________________
 MF0149* NAD 83(1986)-  41 25 33.     (N)    088 25 22.     (W)     SCALED    
 MF0149* NAVD 88     -       174.641  (meters)     572.97   (feet)  ADJUSTED  
 MF0149  ___________________________________________________________________
 MF0149  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0149  DYNAMIC HT  -         174.574 (meters)     572.75  (feet)  COMP
 MF0149  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 MF0149
 MF0149  VERT ORDER  -  FIRST     CLASS II
 MF0149
 MF0149.The horizontal coordinates were scaled from a topographic map and have
 MF0149.an estimated accuracy of +/- 6 seconds.
 MF0149
 MF0149.The orthometric height was determined by differential leveling
 MF0149.and adjusted by the National Geodetic Survey in June 1991..
 MF0149
 MF0149.The geoid height was determined by GEOID03.
 MF0149
 MF0149.The dynamic height is computed by dividing the NAVD 88
 MF0149.geopotential number by the normal gravity value computed on the
 MF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0149.degrees latitude (g = 980.6199 gals.).
 MF0149
 MF0149.The modeled gravity was interpolated from observed gravity values.
 MF0149
 MF0149;                    North         East    Units  Estimated Accuracy
 MF0149;SPC IL E     -   528,340.      292,520.      MT  (+/- 180 meters Scaled)
 MF0149
 MF0149                          SUPERSEDED SURVEY CONTROL
 MF0149
 MF0149  NGVD 29 (??/??/92)  174.716  (m)          573.21   (f) ADJ UNCH    1 2
 MF0149
 MF0149.Superseded values are not recommended for survey control.
 MF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0149.See file dsdata.txt to determine how the superseded data were derived.
 MF0149
 MF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL811870(NAD 83)
 MF0149_MARKER: DB = BENCH MARK DISK
 MF0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0149_SP_SET: CULVERT
 MF0149_STAMPING: F 143 1947
 MF0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0149
 MF0149  HISTORY     - Date     Condition        Report By
 MF0149  HISTORY     - 1947     MONUMENTED       CGS
 MF0149
 MF0149                          STATION DESCRIPTION
 MF0149
 MF0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0149'4.6 MI N FROM MORRIS.
 MF0149'ABOUT 4.65 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0149'HOUSE AT MORRIS, ABOUT 0.25 MILE SOUTH OF THE ENTRANCE TO THE
 MF0149'MORRIS AIRPORT, SET IN THE TOP OF THE NORTH END OF THE WEST
 MF0149'CONCRETE HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT, 22 FEET
 MF0149'WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF THE
 MF0149'NORTH END OF THE HEAD WALL AND ABOUT 1/2-FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0047 ***********************************************************************
 HB0047  DESIGNATION -  F 144
 HB0047  PID         -  HB0047
 HB0047  STATE/COUNTY-  IL/GALLATIN
 HB0047  USGS QUAD   -  EQUALITY (1996)
 HB0047
 HB0047                         *CURRENT SURVEY CONTROL
 HB0047  ___________________________________________________________________
 HB0047* NAD 83(1986)-  37 43 54.     (N)    088 20 00.     (W)     SCALED    
 HB0047* NAVD 88     -       111.256  (meters)     365.01   (feet)  ADJUSTED  
 HB0047  ___________________________________________________________________
 HB0047  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HB0047  DYNAMIC HT  -         111.180 (meters)     364.76  (feet)  COMP
 HB0047  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 HB0047
 HB0047  VERT ORDER  -  FIRST     CLASS II
 HB0047
 HB0047.The horizontal coordinates were scaled from a topographic map and have
 HB0047.an estimated accuracy of +/- 6 seconds.
 HB0047
 HB0047.The orthometric height was determined by differential leveling
 HB0047.and adjusted by the National Geodetic Survey in June 1991..
 HB0047
 HB0047.The geoid height was determined by GEOID03.
 HB0047
 HB0047.The dynamic height is computed by dividing the NAVD 88
 HB0047.geopotential number by the normal gravity value computed on the
 HB0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0047.degrees latitude (g = 980.6199 gals.).
 HB0047
 HB0047.The modeled gravity was interpolated from observed gravity values.
 HB0047
 HB0047;                    North         East    Units  Estimated Accuracy
 HB0047;SPC IL E     -   118,190.      300,000.      MT  (+/- 180 meters Scaled)
 HB0047
 HB0047                          SUPERSEDED SURVEY CONTROL
 HB0047
 HB0047  NGVD 29 (??/??/??)  111.358  (m)          365.35   (f) ADJUSTED    1 2
 HB0047
 HB0047.Superseded values are not recommended for survey control.
 HB0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0047.See file dsdata.txt to determine how the superseded data were derived.
 HB0047
 HB0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG825768(NAD 83)
 HB0047_MARKER: DB = BENCH MARK DISK
 HB0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0047_STAMPING: F 144 1949
 HB0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0047+STABILITY: SURFACE MOTION
 HB0047
 HB0047  HISTORY     - Date     Condition        Report By
 HB0047  HISTORY     - 1949     MONUMENTED       CGS
 HB0047
 HB0047                          STATION DESCRIPTION
 HB0047
 HB0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0047'8.5 MI SE FROM ELDORADO.
 HB0047'ABOUT 8.5 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HB0047'RAILROAD FROM THE UNION STATION AT ELDORADO, ABOUT 8.5 MILES
 HB0047'NORTHWEST ALONG THE L/ AND N. RR FROM THE CITY WATER TANK AT
 HB0047'SHAWNEETOWN, ABOUT 0.75 MILE SOUTHEAST OF THE ROAD CROSSING
 HB0047'AND OLD STATION SITE AT EQUALITY, 183 FEET WEST OF A SWITCH
 HB0047'TO A SIDING, 36 1/2 FEET NORTH AND ACROSS THE SIDE TRACK AND A
 HB0047'ROAD FROM THE NORTH RAIL OF THE MAIN TRACK, 24 FEET NORTH AND
 HB0047'ACROSS THE ROAD FROM THE NORTH RAIL OF THE SIDE TRACK, 15 FEET
 HB0047'NORTH OF THE CENTER LINE OF THE ROAD, 11 1/2 FEET WEST OF THE CENTER
 HB0047'OF A TRACK LEADING NORTH, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 HB0047'WITNESS POST, 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 HB0047'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0548 ***********************************************************************
 HB0548  DESIGNATION -  F 145
 HB0548  PID         -  HB0548
 HB0548  STATE/COUNTY-  IL/SALINE
 HB0548  USGS QUAD   -  GALATIA (1976)
 HB0548
 HB0548                         *CURRENT SURVEY CONTROL
 HB0548  ___________________________________________________________________
 HB0548* NAD 83(1986)-  37 49 38.     (N)    088 35 16.     (W)     SCALED    
 HB0548* NAVD 88     -       125.082  (meters)     410.37   (feet)  ADJUSTED  
 HB0548  ___________________________________________________________________
 HB0548  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HB0548  DYNAMIC HT  -         124.996 (meters)     410.09  (feet)  COMP
 HB0548  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HB0548
 HB0548  VERT ORDER  -  FIRST     CLASS II
 HB0548
 HB0548.The horizontal coordinates were scaled from a topographic map and have
 HB0548.an estimated accuracy of +/- 6 seconds.
 HB0548
 HB0548.The orthometric height was determined by differential leveling
 HB0548.and adjusted by the National Geodetic Survey in June 1991..
 HB0548
 HB0548.The geoid height was determined by GEOID03.
 HB0548
 HB0548.The dynamic height is computed by dividing the NAVD 88
 HB0548.geopotential number by the normal gravity value computed on the
 HB0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0548.degrees latitude (g = 980.6199 gals.).
 HB0548
 HB0548.The modeled gravity was interpolated from observed gravity values.
 HB0548
 HB0548;                    North         East    Units  Estimated Accuracy
 HB0548;SPC IL E     -   128,830.      277,600.      MT  (+/- 180 meters Scaled)
 HB0548
 HB0548                          SUPERSEDED SURVEY CONTROL
 HB0548
 HB0548  NGVD 29 (??/??/??)  125.181  (m)          410.70   (f) ADJUSTED    1 2
 HB0548
 HB0548.Superseded values are not recommended for survey control.
 HB0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0548.See file dsdata.txt to determine how the superseded data were derived.
 HB0548
 HB0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG602878(NAD 83)
 HB0548_MARKER: DB = BENCH MARK DISK
 HB0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0548_STAMPING: F 145 1949
 HB0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0548+STABILITY: SURFACE MOTION
 HB0548
 HB0548  HISTORY     - Date     Condition        Report By
 HB0548  HISTORY     - 1949     MONUMENTED       CGS
 HB0548
 HB0548                          STATION DESCRIPTION
 HB0548
 HB0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0548'1.6 MI SE FROM GALATIA.
 HB0548'1.55 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0548'STATION AT GALATIA, AT ROAD CROSSING, 48 FEET NORTHEAST OF CENTER
 HB0548'LINE OF CROSSING, 35.5 FEET EAST OF THE CENTER LINE OF ROAD, 25.5
 HB0548'FEET NORTH OF THE NORTH RAIL, 25.5 FEET WEST-NORTHWEST OF A
 HB0548'TELEPHONE POLE, 12 FEET EAST OF FENCE CORNER, 1.5 FEET SOUTH OF
 HB0548'R/W FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 HB0548'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTIN
 HB0548'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0367 ***********************************************************************
 JB0367  DESIGNATION -  F 146
 JB0367  PID         -  JB0367
 JB0367  STATE/COUNTY-  IL/FRANKLIN
 JB0367  USGS QUAD   -  REND LAKE DAM (1975)
 JB0367
 JB0367                         *CURRENT SURVEY CONTROL
 JB0367  ___________________________________________________________________
 JB0367* NAD 83(1986)-  38 00 11.     (N)    088 56 03.     (W)     SCALED    
 JB0367* NAVD 88     -       134.912  (meters)     442.62   (feet)  ADJUSTED  
 JB0367  ___________________________________________________________________
 JB0367  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JB0367  DYNAMIC HT  -         134.822 (meters)     442.33  (feet)  COMP
 JB0367  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 JB0367
 JB0367  VERT ORDER  -  FIRST     CLASS II
 JB0367
 JB0367.The horizontal coordinates were scaled from a topographic map and have
 JB0367.an estimated accuracy of +/- 6 seconds.
 JB0367
 JB0367.The orthometric height was determined by differential leveling
 JB0367.and adjusted by the National Geodetic Survey in June 1991..
 JB0367
 JB0367.The geoid height was determined by GEOID03.
 JB0367
 JB0367.The dynamic height is computed by dividing the NAVD 88
 JB0367.geopotential number by the normal gravity value computed on the
 JB0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0367.degrees latitude (g = 980.6199 gals.).
 JB0367
 JB0367.The modeled gravity was interpolated from observed gravity values.
 JB0367
 JB0367;                    North         East    Units  Estimated Accuracy
 JB0367;SPC IL E     -   148,480.      247,230.      MT  (+/- 180 meters Scaled)
 JB0367
 JB0367                          SUPERSEDED SURVEY CONTROL
 JB0367
 JB0367  NGVD 29 (??/??/92)  135.003  (m)          442.92   (f) ADJ UNCH    1 2
 JB0367
 JB0367.Superseded values are not recommended for survey control.
 JB0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0367.See file dsdata.txt to determine how the superseded data were derived.
 JB0367
 JB0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH301079(NAD 83)
 JB0367_MARKER: DB = BENCH MARK DISK
 JB0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0367_STAMPING: F 146 1949
 JB0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0367+STABILITY: SURFACE MOTION
 JB0367
 JB0367  HISTORY     - Date     Condition        Report By
 JB0367  HISTORY     - 1949     MONUMENTED       CGS
 JB0367  HISTORY     - 1972     MARK NOT FOUND   USGS
 JB0367
 JB0367                          STATION DESCRIPTION
 JB0367
 JB0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0367'AT BENTON AIRPORT.
 JB0367'AT THE BENTON AIRPORT, AT THE SOUTHEAST CORNER OF THE FIELD,
 JB0367'52 FEET WEST-NORTHWEST AND ACROSS A ROAD FROM A 20-INCH FORKED
 JB0367'WILD CHERRY TREE, 27 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JB0367'8 1/2 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 9 FEET NORTH OF THE
 JB0367'SOUTH EDGE OF THE FIELD, 9 FEET WEST OF A ROW OF POLES, 1 1/2
 JB0367'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 JB0367'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0367
 JB0367                          STATION RECOVERY (1972)
 JB0367
 JB0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JB0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0026 ***********************************************************************
 JC0026  DESIGNATION -  F 147
 JC0026  PID         -  JC0026
 JC0026  STATE/COUNTY-  IL/ST CLAIR
 JC0026  USGS QUAD   -  MONKS MOUND (1993)
 JC0026
 JC0026                         *CURRENT SURVEY CONTROL
 JC0026  ___________________________________________________________________
 JC0026* NAD 83(1986)-  38 38 06.     (N)    090 06 53.     (W)     SCALED    
 JC0026* NAVD 88     -       126.789  (meters)     415.97   (feet)  ADJUSTED  
 JC0026  ___________________________________________________________________
 JC0026  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JC0026  DYNAMIC HT  -         126.709 (meters)     415.71  (feet)  COMP
 JC0026  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JC0026
 JC0026  VERT ORDER  -  FIRST     CLASS I
 JC0026
 JC0026.The horizontal coordinates were scaled from a topographic map and have
 JC0026.an estimated accuracy of +/- 6 seconds.
 JC0026
 JC0026.The orthometric height was determined by differential leveling
 JC0026.and adjusted by the National Geodetic Survey in June 1991..
 JC0026.WARNING-Repeat measurements at this control monument indicate possible
 JC0026.vertical movement.
 JC0026
 JC0026.The geoid height was determined by GEOID03.
 JC0026
 JC0026.The dynamic height is computed by dividing the NAVD 88
 JC0026.geopotential number by the normal gravity value computed on the
 JC0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0026.degrees latitude (g = 980.6199 gals.).
 JC0026
 JC0026.The modeled gravity was interpolated from observed gravity values.
 JC0026
 JC0026;                    North         East    Units  Estimated Accuracy
 JC0026;SPC IL W     -   218,450.      704,520.      MT  (+/- 180 meters Scaled)
 JC0026
 JC0026                          SUPERSEDED SURVEY CONTROL
 JC0026
 JC0026  NGVD 29 (??/??/92)  126.901  (m)          416.34   (f) ADJ UNCH    1 1
 JC0026
 JC0026.Superseded values are not recommended for survey control.
 JC0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0026.See file dsdata.txt to determine how the superseded data were derived.
 JC0026
 JC0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC511802(NAD 83)
 JC0026_MARKER: DB = BENCH MARK DISK
 JC0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0026_STAMPING: F 147 1949
 JC0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0026+STABILITY: SURFACE MOTION
 JC0026
 JC0026  HISTORY     - Date     Condition        Report By
 JC0026  HISTORY     - 1949     MONUMENTED       CGS
 JC0026  HISTORY     - 1969     GOOD             NGS
 JC0026
 JC0026                          STATION DESCRIPTION
 JC0026
 JC0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0026'AT EAST ST LOUIS.
 JC0026'AT EAST ST LOUIS, 155 FEET WEST OF THE CENTER OF THE INTERSECTION
 JC0026'OF WAVERLY AND 32 ND STREET, ON THE LAWN OF A RESIDENCE AT
 JC0026'3042 WAVERLY STREET, 30.3 FEET NORTHWEST OF THE NORTHWEST CORNER
 JC0026'OF THE CONCRETE FOUNDATION OF THE HOUSE, 7 FEET SOUTH OF THE
 JC0026'SOUTH CURB OF THE WAVERLY STREET, 5 FEET SOUTH OF A POWER LINE
 JC0026'POLE, 1.7 FEET NORTH OF THE NORTH END OF A 4 INCH HIGH AND 4 INCH
 JC0026'WIDE WALL, 1/2 FOOT ABOVE THE LEVEL OF THE STREET AND SET IN
 JC0026'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 JC0026'OF THE GROUND.  SEC 8, T 2N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1088 ***********************************************************************
 HB1088  DESIGNATION -  F 148
 HB1088  PID         -  HB1088
 HB1088  STATE/COUNTY-  IL/JACKSON
 HB1088  USGS QUAD   -  ALTENBURG (1994)
 HB1088
 HB1088                         *CURRENT SURVEY CONTROL
 HB1088  ___________________________________________________________________
 HB1088* NAD 83(1986)-  37 41 37.     (N)    089 30 10.     (W)     SCALED    
 HB1088* NAVD 88     -       112.566  (meters)     369.31   (feet)  ADJUSTED  
 HB1088  ___________________________________________________________________
 HB1088  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 HB1088  DYNAMIC HT  -         112.488 (meters)     369.05  (feet)  COMP
 HB1088  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 HB1088
 HB1088  VERT ORDER  -  FIRST     CLASS II
 HB1088
 HB1088.The horizontal coordinates were scaled from a topographic map and have
 HB1088.an estimated accuracy of +/- 6 seconds.
 HB1088
 HB1088.The orthometric height was determined by differential leveling
 HB1088.and adjusted by the National Geodetic Survey in June 1991..
 HB1088
 HB1088.The geoid height was determined by GEOID03.
 HB1088
 HB1088.The dynamic height is computed by dividing the NAVD 88
 HB1088.geopotential number by the normal gravity value computed on the
 HB1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1088.degrees latitude (g = 980.6199 gals.).
 HB1088
 HB1088.The modeled gravity was interpolated from observed gravity values.
 HB1088
 HB1088;                    North         East    Units  Estimated Accuracy
 HB1088;SPC IL W     -   114,170.      758,550.      MT  (+/- 180 meters Scaled)
 HB1088
 HB1088                          SUPERSEDED SURVEY CONTROL
 HB1088
 HB1088  NGVD 29 (??/??/??)  112.666  (m)          369.64   (f) ADJUSTED    1 2
 HB1088
 HB1088.Superseded values are not recommended for survey control.
 HB1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1088.See file dsdata.txt to determine how the superseded data were derived.
 HB1088
 HB1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG793747(NAD 83)
 HB1088_MARKER: DB = BENCH MARK DISK
 HB1088_SETTING: 66 = SET IN ROCK OUTCROP
 HB1088_SP_SET: ROCK OUTCROP
 HB1088_STAMPING: F 148 1949
 HB1088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1088+STABILITY: POSITION/ELEVATION WELL
 HB1088
 HB1088  HISTORY     - Date     Condition        Report By
 HB1088  HISTORY     - 1949     MONUMENTED       CGS
 HB1088  HISTORY     - 1976     GOOD             ILDT
 HB1088  HISTORY     - 1976     GOOD             ILDT
 HB1088  HISTORY     - 1976     GOOD             ILDT
 HB1088  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB1088
 HB1088                          STATION DESCRIPTION
 HB1088
 HB1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB1088'1.8 MI SW FROM GORHAM.
 HB1088'1.8 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB1088'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AT GORHAM, ABOUT
 HB1088'73 YARDS SOUTH OF THE CENTER OF THE JUNCTION OF RAILROAD AND THE
 HB1088'LEVEE, ABOUT 55 YARDS NORTH OF MILE POST T 13, SET IN THE TOP
 HB1088'AND HIGHEST PLACE OF A 14 FOOT LONG SLANTING ROCK OUTCROP
 HB1088'SLANTING AND EXTENDING INTO THE DITCH, 19 FEET EAST-SOUTHEAST
 HB1088'OF THE EAST-SOUTHEAST RAIL, 0.8 FOOT SOUTHEAST OF THE NORTHWEST
 HB1088'EDGE OF ROCK OUTCROP AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 HB1088'TRACK.
 HB1088'NOTE--THE RAILROAD HAS BEEN MOVED 20/25 FT. WEST OF ORIG. LOCATION.
 HB1088
 HB1088                          STATION RECOVERY (1976)
 HB1088
 HB1088'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB1088'RECOVERED IN GOOD CONDITION.
 HB1088
 HB1088                          STATION RECOVERY (1976)
 HB1088
 HB1088'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB1088'NOTE-- THE R.R. HAS BEEN MOVED 20-25 FEET WEST OF ORIGINAL LOCATION.
 HB1088
 HB1088                          STATION RECOVERY (1976)
 HB1088
 HB1088'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB1088'NOTE-- THE R.R. HAS BEEN MOVED 20-25 FEET WEST OF ORIGINAL LOCATION.
 HB1088
 HB1088                          STATION RECOVERY (1981)
 HB1088
 HB1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1088'NOT RECOVERED, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0633 ***********************************************************************
 HB0633  DESIGNATION -  F 149
 HB0633  PID         -  HB0633
 HB0633  STATE/COUNTY-  IL/JACKSON
 HB0633  USGS QUAD   -  DE SOTO (1978)
 HB0633
 HB0633                         *CURRENT SURVEY CONTROL
 HB0633  ___________________________________________________________________
 HB0633* NAD 83(1986)-  37 46 19.     (N)    089 13 17.     (W)     SCALED    
 HB0633* NAVD 88     -       119.800  (meters)     393.04   (feet)  ADJUSTED  
 HB0633  ___________________________________________________________________
 HB0633  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0633  DYNAMIC HT  -         119.718 (meters)     392.77  (feet)  COMP
 HB0633  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 HB0633
 HB0633  VERT ORDER  -  FIRST     CLASS I
 HB0633
 HB0633.The horizontal coordinates were scaled from a topographic map and have
 HB0633.an estimated accuracy of +/- 6 seconds.
 HB0633
 HB0633.The orthometric height was determined by differential leveling
 HB0633.and adjusted by the National Geodetic Survey in June 1991..
 HB0633.WARNING-Repeat measurements at this control monument indicate possible
 HB0633.vertical movement.
 HB0633
 HB0633.The geoid height was determined by GEOID03.
 HB0633
 HB0633.The dynamic height is computed by dividing the NAVD 88
 HB0633.geopotential number by the normal gravity value computed on the
 HB0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0633.degrees latitude (g = 980.6199 gals.).
 HB0633
 HB0633.The modeled gravity was interpolated from observed gravity values.
 HB0633
 HB0633;                    North         East    Units  Estimated Accuracy
 HB0633;SPC IL W     -   123,080.      783,280.      MT  (+/- 180 meters Scaled)
 HB0633
 HB0633                          SUPERSEDED SURVEY CONTROL
 HB0633
 HB0633  NGVD 29 (??/??/??)  119.891  (m)          393.34   (f) ADJUSTED    1 1
 HB0633
 HB0633.Superseded values are not recommended for survey control.
 HB0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0633.See file dsdata.txt to determine how the superseded data were derived.
 HB0633
 HB0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG043828(NAD 83)
 HB0633_MARKER: DB = BENCH MARK DISK
 HB0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0633_STAMPING: F 149 1949
 HB0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0633+STABILITY: SURFACE MOTION
 HB0633
 HB0633  HISTORY     - Date     Condition        Report By
 HB0633  HISTORY     - 1949     MONUMENTED       CGS
 HB0633  HISTORY     - 1969     GOOD             CGS
 HB0633  HISTORY     - 1976     GOOD             ILDT
 HB0633  HISTORY     - 1976     GOOD             ILDT
 HB0633  HISTORY     - 1976     GOOD             ILDT
 HB0633
 HB0633                          STATION DESCRIPTION
 HB0633
 HB0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0633'3.1 MI N FROM CARBONDALE.
 HB0633'ABOUT 3.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0633'FROM THE STATION AT CARBONDALE, OR ABOUT 3.15 MILES SOUTH ALONG
 HB0633'THE ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE AT DE SOTO,
 HB0633'122 1/2 FEET EAST AND ACROSS THE TRACK FROM MILEPOST 305, 135
 HB0633'FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 HB0633'TRAIL ROAD, 94 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 HB0633'99 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28 FEET WEST OF THE
 HB0633'SOUTHWEST LEG OF A STEEL TOWER, 1 1/2 FEET WEST OF A FENCE, 1.4
 HB0633'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 HB0633'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HB0633'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 HB0633'SEC 4, T9S, R 1W.
 HB0633
 HB0633                          STATION RECOVERY (1976)
 HB0633
 HB0633'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0633'RECOVERED IN GOOD CONDITION.
 HB0633
 HB0633                          STATION RECOVERY (1976)
 HB0633
 HB0633'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0633'RECOVERED IN GOOD CONDITION.
 HB0633
 HB0633                          STATION RECOVERY (1976)
 HB0633
 HB0633'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0393 ***********************************************************************
 LD0393  DESIGNATION -  F 15
 LD0393  PID         -  LD0393
 LD0393  STATE/COUNTY-  IL/BROWN
 LD0393  USGS QUAD   -  LAKE MOUNT STERLING (1981)
 LD0393
 LD0393                         *CURRENT SURVEY CONTROL
 LD0393  ___________________________________________________________________
 LD0393* NAD 83(1986)-  40 00 06.     (N)    090 49 34.     (W)     SCALED    
 LD0393* NAVD 88     -       224.193  (meters)     735.54   (feet)  ADJUSTED  
 LD0393  ___________________________________________________________________
 LD0393  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LD0393  DYNAMIC HT  -         224.074 (meters)     735.15  (feet)  COMP
 LD0393  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 LD0393
 LD0393  VERT ORDER  -  FIRST     CLASS II
 LD0393
 LD0393.The horizontal coordinates were scaled from a topographic map and have
 LD0393.an estimated accuracy of +/- 6 seconds.
 LD0393
 LD0393.The orthometric height was determined by differential leveling
 LD0393.and adjusted by the National Geodetic Survey in June 1991..
 LD0393
 LD0393.The geoid height was determined by GEOID03.
 LD0393
 LD0393.The dynamic height is computed by dividing the NAVD 88
 LD0393.geopotential number by the normal gravity value computed on the
 LD0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0393.degrees latitude (g = 980.6199 gals.).
 LD0393
 LD0393.The modeled gravity was interpolated from observed gravity values.
 LD0393
 LD0393;                    North         East    Units  Estimated Accuracy
 LD0393;SPC IL W     -   370,380.      643,690.      MT  (+/- 180 meters Scaled)
 LD0393
 LD0393                          SUPERSEDED SURVEY CONTROL
 LD0393
 LD0393  NGVD 29 (??/??/92)  224.276  (m)          735.81   (f) ADJ UNCH    1 2
 LD0393
 LD0393.Superseded values are not recommended for survey control.
 LD0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0393.See file dsdata.txt to determine how the superseded data were derived.
 LD0393
 LD0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE855302(NAD 83)
 LD0393_MARKER: DB = BENCH MARK DISK
 LD0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0393_STAMPING: F 15 1933
 LD0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0393+STABILITY: SURFACE MOTION
 LD0393
 LD0393  HISTORY     - Date     Condition        Report By
 LD0393  HISTORY     - 1933     MONUMENTED       CGS
 LD0393
 LD0393                          STATION DESCRIPTION
 LD0393
 LD0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LD0393'2.7 MI E FROM TIMEWELL.
 LD0393'2.7 MILES EAST ALONG THE WABASH RAILWAY FROM TIMEWELL, BROWN COUNTY,
 LD0393'21 POLES WEST OF MILEPOST DET 491, 60 FEET WEST OF A GRADE
 LD0393'CROSSING, AND 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 LD0393'STANDARD DISK, STAMPED F 15 1933 AND SET IN THE TOP OF A CONCRETE
 LD0393'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0512 ***********************************************************************
 HB0512  DESIGNATION -  F 150
 HB0512  PID         -  HB0512
 HB0512  STATE/COUNTY-  IL/FRANKLIN
 HB0512  USGS QUAD   -  WEST FRANKFORT (1978)
 HB0512
 HB0512                         *CURRENT SURVEY CONTROL
 HB0512  ___________________________________________________________________
 HB0512* NAD 83(1986)-  37 59 22.     (N)    088 59 19.     (W)     SCALED    
 HB0512* NAVD 88     -       116.407  (meters)     381.91   (feet)  ADJUSTED  
 HB0512  ___________________________________________________________________
 HB0512  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 HB0512  DYNAMIC HT  -         116.330 (meters)     381.66  (feet)  COMP
 HB0512  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 HB0512
 HB0512  VERT ORDER  -  FIRST     CLASS II
 HB0512
 HB0512.The horizontal coordinates were scaled from a topographic map and have
 HB0512.an estimated accuracy of +/- 6 seconds.
 HB0512
 HB0512.The orthometric height was determined by differential leveling
 HB0512.and adjusted by the National Geodetic Survey in June 1991..
 HB0512
 HB0512.The geoid height was determined by GEOID03.
 HB0512
 HB0512.The dynamic height is computed by dividing the NAVD 88
 HB0512.geopotential number by the normal gravity value computed on the
 HB0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0512.degrees latitude (g = 980.6199 gals.).
 HB0512
 HB0512.The modeled gravity was interpolated from observed gravity values.
 HB0512
 HB0512;                    North         East    Units  Estimated Accuracy
 HB0512;SPC IL E     -   147,010.      242,440.      MT  (+/- 180 meters Scaled)
 HB0512
 HB0512                          SUPERSEDED SURVEY CONTROL
 HB0512
 HB0512  NGVD 29 (??/??/??)  116.500  (m)          382.22   (f) ADJUSTED    1 2
 HB0512
 HB0512.Superseded values are not recommended for survey control.
 HB0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0512.See file dsdata.txt to determine how the superseded data were derived.
 HB0512
 HB0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH253065(NAD 83)
 HB0512_MARKER: DB = BENCH MARK DISK
 HB0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0512_STAMPING: F 150 1949
 HB0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0512+STABILITY: SURFACE MOTION
 HB0512
 HB0512  HISTORY     - Date     Condition        Report By
 HB0512  HISTORY     - 1949     MONUMENTED       CGS
 HB0512
 HB0512                          STATION DESCRIPTION
 HB0512
 HB0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0512'4 MI E FROM CHRISTOPHER.
 HB0512'4.05 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0512'STATION AT CHRISTOPHER, 86 YARDS EAST OF MILE POST E 86, ABOUT
 HB0512'100 YARDS EAST OF THE EAST END OF A 63-FOOT TRESTLE, ABOUT
 HB0512'187 YARDS WEST OF THE WEST END OF A 75-FOOT TRESTLE, AT THE
 HB0512'OUTSIDE OF A SLIGHT CURVE IN THE TRACK, 51.5 FEET NORTH OF THE
 HB0512'NORTH RAIL, 9.5 FEET NORTHEAST OF A TRIANGULAR BLAZED 8-INCH
 HB0512'WHITE OAK TREE, 31 FEET SOUTH OF A TRIANGULAR BLAZED 24-INCH
 HB0512'WHITE OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 6
 HB0512'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 HB0512'PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 3.95 MILES WEST ALONG
 HB0512'THE I.C. RR FROM THE FREIGHT STATION AT BENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1361 ***********************************************************************
 JB1361  DESIGNATION -  F 151
 JB1361  PID         -  JB1361
 JB1361  STATE/COUNTY-  IL/ST CLAIR
 JB1361  USGS QUAD   -  LEBANON (1991)
 JB1361
 JB1361                         *CURRENT SURVEY CONTROL
 JB1361  ___________________________________________________________________
 JB1361* NAD 83(1986)-  38 32 57.     (N)    089 51 17.     (W)     SCALED    
 JB1361* NAVD 88     -       133.868  (meters)     439.20   (feet)  ADJUSTED  
 JB1361  ___________________________________________________________________
 JB1361  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JB1361  DYNAMIC HT  -         133.783 (meters)     438.92  (feet)  COMP
 JB1361  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JB1361
 JB1361  VERT ORDER  -  FIRST     CLASS II
 JB1361
 JB1361.The horizontal coordinates were scaled from a topographic map and have
 JB1361.an estimated accuracy of +/- 6 seconds.
 JB1361
 JB1361.The orthometric height was determined by differential leveling
 JB1361.and adjusted by the National Geodetic Survey in June 1991..
 JB1361
 JB1361.The geoid height was determined by GEOID03.
 JB1361
 JB1361.The dynamic height is computed by dividing the NAVD 88
 JB1361.geopotential number by the normal gravity value computed on the
 JB1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1361.degrees latitude (g = 980.6199 gals.).
 JB1361
 JB1361.The modeled gravity was interpolated from observed gravity values.
 JB1361
 JB1361;                    North         East    Units  Estimated Accuracy
 JB1361;SPC IL W     -   208,970.      727,190.      MT  (+/- 180 meters Scaled)
 JB1361
 JB1361                          SUPERSEDED SURVEY CONTROL
 JB1361
 JB1361  NGVD 29 (??/??/92)  133.975  (m)          439.55   (f) ADJ UNCH    1 2
 JB1361
 JB1361.Superseded values are not recommended for survey control.
 JB1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1361.See file dsdata.txt to determine how the superseded data were derived.
 JB1361
 JB1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH512706(NAD 83)
 JB1361_MARKER: DB = BENCH MARK DISK
 JB1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1361_STAMPING: F 151 1949
 JB1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1361+STABILITY: SURFACE MOTION
 JB1361
 JB1361  HISTORY     - Date     Condition        Report By
 JB1361  HISTORY     - 1949     MONUMENTED       CGS
 JB1361  HISTORY     - 1955     MARK NOT FOUND   NGS
 JB1361
 JB1361                          STATION DESCRIPTION
 JB1361
 JB1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB1361'AT SCOTT FIELD.
 JB1361'AT SCOTT AIR FORCE BASE, SET IN THE TOP OF A 6 BY 6 FOOT CONCRETE
 JB1361'DRAIN OF WHICH 12 FEET OF THE EAST END IS EXPOSED ON THE SOUTHEAST
 JB1361'CORNER OF THE EAST END, ABOUT 300 FEET NORTHEAST OF THE CENTER
 JB1361'LINE OF THE NORTH END OF RUNWAY 18, 25 FEET EAST OF A WHITE WOODEN
 JB1361'WITNESS POST AND ABOUT 6 FEET BELOW THE LEVEL OF THE GROUND.
 JB1361'NOTE-- IT WAS REPORTED IN MAY 1959 THAT BENCH MARK F 151 HAS BEEN
 JB1361'COVERED UP.
 JB1361
 JB1361                          STATION RECOVERY (1955)
 JB1361
 JB1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 JB1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1313 ***********************************************************************
 JB1313  DESIGNATION -  F 152
 JB1313  PID         -  JB1313
 JB1313  STATE/COUNTY-  IL/CLINTON
 JB1313  USGS QUAD   -  BREESE (1981)
 JB1313
 JB1313                         *CURRENT SURVEY CONTROL
 JB1313  ___________________________________________________________________
 JB1313* NAD 83(1986)-  38 36 26.     (N)    089 33 12.     (W)     SCALED    
 JB1313* NAVD 88     -       141.481  (meters)     464.18   (feet)  ADJUSTED  
 JB1313  ___________________________________________________________________
 JB1313  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JB1313  DYNAMIC HT  -         141.392 (meters)     463.88  (feet)  COMP
 JB1313  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 JB1313
 JB1313  VERT ORDER  -  FIRST     CLASS I
 JB1313
 JB1313.The horizontal coordinates were scaled from a topographic map and have
 JB1313.an estimated accuracy of +/- 6 seconds.
 JB1313
 JB1313.The orthometric height was determined by differential leveling
 JB1313.and adjusted by the National Geodetic Survey in June 1991..
 JB1313
 JB1313.The geoid height was determined by GEOID03.
 JB1313
 JB1313.The dynamic height is computed by dividing the NAVD 88
 JB1313.geopotential number by the normal gravity value computed on the
 JB1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1313.degrees latitude (g = 980.6199 gals.).
 JB1313
 JB1313.The modeled gravity was interpolated from observed gravity values.
 JB1313
 JB1313;                    North         East    Units  Estimated Accuracy
 JB1313;SPC IL W     -   215,550.      753,420.      MT  (+/- 180 meters Scaled)
 JB1313
 JB1313                          SUPERSEDED SURVEY CONTROL
 JB1313
 JB1313  NGVD 29 (??/??/92)  141.596  (m)          464.55   (f) ADJ UNCH    1 1
 JB1313
 JB1313.Superseded values are not recommended for survey control.
 JB1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1313.See file dsdata.txt to determine how the superseded data were derived.
 JB1313
 JB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH776762(NAD 83)
 JB1313_MARKER: DB = BENCH MARK DISK
 JB1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1313_STAMPING: F 152 1949
 JB1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1313+STABILITY: SURFACE MOTION
 JB1313
 JB1313  HISTORY     - Date     Condition        Report By
 JB1313  HISTORY     - 1949     MONUMENTED       CGS
 JB1313  HISTORY     - 1969     GOOD             NGS
 JB1313
 JB1313                          STATION DESCRIPTION
 JB1313
 JB1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1313'1.5 MI W FROM BREEZE.
 JB1313'ABOUT 1.5 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1313'THE STATION AT BREEZE, 65 FEET SOUTHEAST OF THE CENTER OF THE
 JB1313'CROSSING OF A BLACK TOP ROAD, 52.2 FEET SOUTH OF THE SOUTH RAIL,
 JB1313'33 FEET EAST OF THE CENTER LINE OF THE ROAD, 47 1/2 FEET SOUTHWEST
 JB1313'OF MILEPOLE 300-37, 13.8 FEET EAST OF A FENCE CORNER, 1.7 FEET
 JB1313'NORTH OF THE RIGHT-OF-WAY FENCE LINE, 1.4 FEET WEST OF A METAL
 JB1313'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JB1313'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 JB1313'SEC 21, T2N, R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0035 ***********************************************************************
 JB0035  DESIGNATION -  F 153
 JB0035  PID         -  JB0035
 JB0035  STATE/COUNTY-  IL/RICHLAND
 JB0035  USGS QUAD   -  CLAY CITY (1970)
 JB0035
 JB0035                         *CURRENT SURVEY CONTROL
 JB0035  ___________________________________________________________________
 JB0035* NAD 83(1986)-  38 41 27.     (N)    088 15 28.     (W)     SCALED    
 JB0035* NAVD 88     -       137.255  (meters)     450.31   (feet)  ADJUSTED  
 JB0035  ___________________________________________________________________
 JB0035  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JB0035  DYNAMIC HT  -         137.171 (meters)     450.04  (feet)  COMP
 JB0035  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 JB0035
 JB0035  VERT ORDER  -  FIRST     CLASS II
 JB0035
 JB0035.The horizontal coordinates were scaled from a topographic map and have
 JB0035.an estimated accuracy of +/- 6 seconds.
 JB0035
 JB0035.The orthometric height was determined by differential leveling
 JB0035.and adjusted by the National Geodetic Survey in June 1991..
 JB0035
 JB0035.The geoid height was determined by GEOID03.
 JB0035
 JB0035.The dynamic height is computed by dividing the NAVD 88
 JB0035.geopotential number by the normal gravity value computed on the
 JB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0035.degrees latitude (g = 980.6199 gals.).
 JB0035
 JB0035.The modeled gravity was interpolated from observed gravity values.
 JB0035
 JB0035;                    North         East    Units  Estimated Accuracy
 JB0035;SPC IL E     -   224,660.      306,570.      MT  (+/- 180 meters Scaled)
 JB0035
 JB0035                          SUPERSEDED SURVEY CONTROL
 JB0035
 JB0035  NGVD 29 (??/??/92)  137.365  (m)          450.67   (f) ADJ UNCH    1 2
 JB0035
 JB0035.Superseded values are not recommended for survey control.
 JB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0035.See file dsdata.txt to determine how the superseded data were derived.
 JB0035
 JB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH906832(NAD 83)
 JB0035_MARKER: DB = BENCH MARK DISK
 JB0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0035_STAMPING: F 153 1949
 JB0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0035+STABILITY: SURFACE MOTION
 JB0035
 JB0035  HISTORY     - Date     Condition        Report By
 JB0035  HISTORY     - 1949     MONUMENTED       CGS
 JB0035  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0035
 JB0035                          STATION DESCRIPTION
 JB0035
 JB0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0035'1.8 MI W FROM NOBLE.
 JB0035'1.85 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0035'STATION AT NOBLE, SET IN THE SOUTHWEST QUARTER OF A ROAD CROSSING,
 JB0035'56 FEET SOUTH OF THE SOUTH RAIL, 45 FEET WEST OF THE CENTER LINE
 JB0035'OF THE ROAD, 25 FEET SOUTHEAST OF TELEPHONE POLE 228/36, 22 FEET
 JB0035'WEST OF A FENCE CORNER, 3 FEET SOUTH OF THE R/W FENCE, 1 FOOT
 JB0035'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 JB0035'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JB0035'INCHES.
 JB0035
 JB0035                          STATION RECOVERY (1986)
 JB0035
 JB0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0832 ***********************************************************************
 JB0832  DESIGNATION -  F 154
 JB0832  PID         -  JB0832
 JB0832  STATE/COUNTY-  IL/CLINTON
 JB0832  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0832
 JB0832                         *CURRENT SURVEY CONTROL
 JB0832  ___________________________________________________________________
 JB0832* NAD 83(1986)-  38 36 26.     (N)    089 11 37.     (W)     SCALED    
 JB0832* NAVD 88     -       144.988  (meters)     475.68   (feet)  ADJUSTED  
 JB0832  ___________________________________________________________________
 JB0832  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0832  DYNAMIC HT  -         144.896 (meters)     475.38  (feet)  COMP
 JB0832  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JB0832
 JB0832  VERT ORDER  -  FIRST     CLASS I
 JB0832
 JB0832.The horizontal coordinates were scaled from a topographic map and have
 JB0832.an estimated accuracy of +/- 6 seconds.
 JB0832
 JB0832.The orthometric height was determined by differential leveling
 JB0832.and adjusted by the National Geodetic Survey in June 1991..
 JB0832
 JB0832.The geoid height was determined by GEOID03.
 JB0832
 JB0832.The dynamic height is computed by dividing the NAVD 88
 JB0832.geopotential number by the normal gravity value computed on the
 JB0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0832.degrees latitude (g = 980.6199 gals.).
 JB0832
 JB0832.The modeled gravity was interpolated from observed gravity values.
 JB0832
 JB0832;                    North         East    Units  Estimated Accuracy
 JB0832;SPC IL W     -   215,820.      784,750.      MT  (+/- 180 meters Scaled)
 JB0832
 JB0832                          SUPERSEDED SURVEY CONTROL
 JB0832
 JB0832  NGVD 29 (??/??/92)  145.116  (m)          476.10   (f) ADJ UNCH    1 1
 JB0832
 JB0832.Superseded values are not recommended for survey control.
 JB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0832.See file dsdata.txt to determine how the superseded data were derived.
 JB0832
 JB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH089754(NAD 83)
 JB0832_MARKER: DB = BENCH MARK DISK
 JB0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0832_STAMPING: F 154 1949
 JB0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0832+STABILITY: SURFACE MOTION
 JB0832
 JB0832  HISTORY     - Date     Condition        Report By
 JB0832  HISTORY     - 1949     MONUMENTED       CGS
 JB0832  HISTORY     - 1970     GOOD             NGS
 JB0832
 JB0832                          STATION DESCRIPTION
 JB0832
 JB0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0832'AT SHATTUC.
 JB0832'AT SHATTUC, ABOUT 0.1 MILE SOUTHEAST ALONG THE CHICAGO,
 JB0832'BURLINGTON AND QUINCY RAILROAD FROM THE STATION, AT A ROAD
 JB0832'CROSSING, 111 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE
 JB0832'SOUTH BOUND TRACK, 107 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JB0832'107 FEET SOUTH-SOUTHEAST OF THE TELEPHONE POLE 138, 58.5 FEET
 JB0832'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTH BOUND TRACK, 32
 JB0832'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK, 1.5 FEET
 JB0832'NORTHEAST OF THE R/W FENCE LINE, 1.5 FEET SOUTHWEST OF A WHITE
 JB0832'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK,
 JB0832'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JB0832
 JB0832                          STATION RECOVERY (1970)
 JB0832
 JB0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0620 ***********************************************************************
 JB0620  DESIGNATION -  F 155
 JB0620  PID         -  JB0620
 JB0620  STATE/COUNTY-  IL/MARION
 JB0620  USGS QUAD   -  SALEM SOUTH (1978)
 JB0620
 JB0620                         *CURRENT SURVEY CONTROL
 JB0620  ___________________________________________________________________
 JB0620* NAD 83(1986)-  38 37 11.     (N)    088 59 43.     (W)     SCALED    
 JB0620* NAVD 88     -       166.956  (meters)     547.75   (feet)  ADJUSTED  
 JB0620  ___________________________________________________________________
 JB0620  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JB0620  DYNAMIC HT  -         166.850 (meters)     547.41  (feet)  COMP
 JB0620  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 JB0620
 JB0620  VERT ORDER  -  FIRST     CLASS II
 JB0620
 JB0620.The horizontal coordinates were scaled from a topographic map and have
 JB0620.an estimated accuracy of +/- 6 seconds.
 JB0620
 JB0620.The orthometric height was determined by differential leveling
 JB0620.and adjusted by the National Geodetic Survey in June 1991..
 JB0620
 JB0620.The geoid height was determined by GEOID03.
 JB0620
 JB0620.The dynamic height is computed by dividing the NAVD 88
 JB0620.geopotential number by the normal gravity value computed on the
 JB0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0620.degrees latitude (g = 980.6199 gals.).
 JB0620
 JB0620.The modeled gravity was interpolated from observed gravity values.
 JB0620
 JB0620;                    North         East    Units  Estimated Accuracy
 JB0620;SPC IL E     -   216,970.      242,350.      MT  (+/- 180 meters Scaled)
 JB0620
 JB0620                          SUPERSEDED SURVEY CONTROL
 JB0620
 JB0620  NGVD 29 (??/??/92)  167.06   (m)          548.1    (f) COMPUTED    1 2
 JB0620
 JB0620.Superseded values are not recommended for survey control.
 JB0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0620.See file dsdata.txt to determine how the superseded data were derived.
 JB0620
 JB0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH262764(NAD 83)
 JB0620_MARKER: DB = BENCH MARK DISK
 JB0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0620_SP_SET: CONCRETE POST
 JB0620_STAMPING: F 155 1949
 JB0620_MARK LOGO: CGS   
 JB0620_PROJECTION: FLUSH
 JB0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0620+STABILITY: SURFACE MOTION
 JB0620
 JB0620  HISTORY     - Date     Condition        Report By
 JB0620  HISTORY     - 1949     MONUMENTED       CGS
 JB0620  HISTORY     - 1986     GOOD             NGS
 JB0620
 JB0620                          STATION DESCRIPTION
 JB0620
 JB0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0620'2.8 MI W FROM SALEM.
 JB0620'ABOUT 2.75 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0620'THE STATION AT SALEM, ABOUT 0.2 MILE SOUTH OF THE SHANAFELT
 JB0620'SCHOOL, AT A ROAD CROSSING, 103 FEET EAST-SOUTHEAST OF SEMIPHORE
 JB0620'2704, 70 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 50.5 FEET
 JB0620'SOUTH OF THE SOUTH RAIL, 41.4 FEET WEST OF THE CENTER LINE OF
 JB0620'THE ROAD, 5 FEET SOUTH OF TELEPHONE POLE 270/18, 3.5 FEET NORTH
 JB0620'OF A FENCE CORNER, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 JB0620'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JB0620'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JB0620
 JB0620                          STATION RECOVERY (1986)
 JB0620
 JB0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0620'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.4 KM (2.75
 JB0620'MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN SALEM,
 JB0620'THENCE 0.3 KM (0.2 MI) SOUTH ALONG COUNTY ROAD 800 E, 15.4 M (50.5 FT)
 JB0620'SOUTH OF THE NEAR RAIL OF THE CHESSIE SYSTEM RAILROAD, 13.2 M (43.3
 JB0620'FT) NORTH OF THE CENTER OF THE NORTH TRUCK ENTRANCE TO THE SALEM
 JB0620'GRAVURE COMPANY, 12.6 M (41.3 FT) WEST OF THE CENTER OF THE ROAD, AND
 JB0620'1.6 M (5.2 FT) SOUTH OF A UTILITY POLE.
 JB0620'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0607 ***********************************************************************
 JB0607  DESIGNATION -  F 156
 JB0607  PID         -  JB0607
 JB0607  STATE/COUNTY-  IL/MARION
 JB0607  USGS QUAD   -  SALEM SOUTH (1978)
 JB0607
 JB0607                         *CURRENT SURVEY CONTROL
 JB0607  ___________________________________________________________________
 JB0607* NAD 83(1986)-  38 37 14.     (N)    088 54 04.     (W)     SCALED    
 JB0607* NAVD 88     -       157.385  (meters)     516.35   (feet)  ADJUSTED  
 JB0607  ___________________________________________________________________
 JB0607  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JB0607  DYNAMIC HT  -         157.285 (meters)     516.03  (feet)  COMP
 JB0607  MODELED GRAV-     979,985.6   (mgal)                       NAVD 88
 JB0607
 JB0607  VERT ORDER  -  FIRST     CLASS II
 JB0607
 JB0607.The horizontal coordinates were scaled from a topographic map and have
 JB0607.an estimated accuracy of +/- 6 seconds.
 JB0607
 JB0607.The orthometric height was determined by differential leveling
 JB0607.and adjusted by the National Geodetic Survey in June 1991..
 JB0607
 JB0607.The geoid height was determined by GEOID03.
 JB0607
 JB0607.The dynamic height is computed by dividing the NAVD 88
 JB0607.geopotential number by the normal gravity value computed on the
 JB0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0607.degrees latitude (g = 980.6199 gals.).
 JB0607
 JB0607.The modeled gravity was interpolated from observed gravity values.
 JB0607
 JB0607;                    North         East    Units  Estimated Accuracy
 JB0607;SPC IL E     -   217,010.      250,560.      MT  (+/- 180 meters Scaled)
 JB0607
 JB0607                          SUPERSEDED SURVEY CONTROL
 JB0607
 JB0607  NGVD 29 (??/??/92)  157.50   (m)          516.7    (f) COMPUTED    1 2
 JB0607
 JB0607.Superseded values are not recommended for survey control.
 JB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0607.See file dsdata.txt to determine how the superseded data were derived.
 JB0607
 JB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH344763(NAD 83)
 JB0607_MARKER: DB = BENCH MARK DISK
 JB0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0607_STAMPING: F 156 1949
 JB0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0607+STABILITY: SURFACE MOTION
 JB0607
 JB0607  HISTORY     - Date     Condition        Report By
 JB0607  HISTORY     - 1949     MONUMENTED       CGS
 JB0607  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0607
 JB0607                          STATION DESCRIPTION
 JB0607
 JB0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0607'2.5 MI E FROM SALEM.
 JB0607'ABOUT 2.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0607'THE STATION AT SALEM, ABOUT 0.35 MILE WEST OF MILE POST C 265,
 JB0607'SET IN THE NORTHEAST QUARTER OF A ROAD CROSSING, 122 FEET EAST
 JB0607'OF THE CENTER LINE OF THE ROAD, 98 FEET NORTHWEST AND ACROSS THE
 JB0607'TRACK FROM MILE POLE 265/14, 43 FEET NORTH OF THE NORTH RAIL,
 JB0607'36 FEET EAST OF A 20-INCH OAK TREE, 3 FEET SOUTH OF THE R/W FENCE,
 JB0607'3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 JB0607'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JB0607'PROJECTING 3 INCHES.
 JB0607
 JB0607                          STATION RECOVERY (1986)
 JB0607
 JB0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0607'THE POST WAS FOUND DESTROYED AND THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0822 ***********************************************************************
 HB0822  DESIGNATION -  F 157
 HB0822  PID         -  HB0822
 HB0822  STATE/COUNTY-  IL/PULASKI
 HB0822  USGS QUAD   -  DONGOLA (1996)
 HB0822
 HB0822                         *CURRENT SURVEY CONTROL
 HB0822  ___________________________________________________________________
 HB0822* NAD 83(1986)-  37 15 14.     (N)    089 11 29.     (W)     SCALED    
 HB0822* NAVD 88     -       104.121  (meters)     341.60   (feet)  ADJUSTED  
 HB0822  ___________________________________________________________________
 HB0822  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HB0822  DYNAMIC HT  -         104.047 (meters)     341.36  (feet)  COMP
 HB0822  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 HB0822
 HB0822  VERT ORDER  -  FIRST     CLASS I
 HB0822
 HB0822.The horizontal coordinates were scaled from a topographic map and have
 HB0822.an estimated accuracy of +/- 6 seconds.
 HB0822
 HB0822.The orthometric height was determined by differential leveling
 HB0822.and adjusted by the National Geodetic Survey in June 1991..
 HB0822
 HB0822.The geoid height was determined by GEOID03.
 HB0822
 HB0822.The dynamic height is computed by dividing the NAVD 88
 HB0822.geopotential number by the normal gravity value computed on the
 HB0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0822.degrees latitude (g = 980.6199 gals.).
 HB0822
 HB0822.The modeled gravity was interpolated from observed gravity values.
 HB0822
 HB0822;                    North         East    Units  Estimated Accuracy
 HB0822;SPC IL W     -    65,610.      786,520.      MT  (+/- 180 meters Scaled)
 HB0822
 HB0822                          SUPERSEDED SURVEY CONTROL
 HB0822
 HB0822  NGVD 29 (??/??/??)  104.068  (m)          341.43   (f) ADJUSTED    1 1
 HB0822
 HB0822.Superseded values are not recommended for survey control.
 HB0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0822.See file dsdata.txt to determine how the superseded data were derived.
 HB0822
 HB0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG056252(NAD 83)
 HB0822_MARKER: DB = BENCH MARK DISK
 HB0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0822_STAMPING: F 157 1954
 HB0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0822+STABILITY: SURFACE MOTION
 HB0822
 HB0822  HISTORY     - Date     Condition        Report By
 HB0822  HISTORY     - 1954     MONUMENTED       CGS
 HB0822  HISTORY     - 1969     GOOD             CGS
 HB0822
 HB0822                          STATION DESCRIPTION
 HB0822
 HB0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0822'1.6 MI S FROM ULLIN.
 HB0822'ABOUT 1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0822'THE POST OFFICE AT ULLIN, 166 YARDS SOUTH OF MILEPOST 346, 50
 HB0822'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 73 1/2 FEET WEST
 HB0822'OF THE CENTER LINE OF U.S. HIGHWAY 51, 133 1/2 FEET NORTHEAST
 HB0822'OF THE NORTHEAST CORNER OF SEMAPHORE SIGNAL NUMBER 346.2, 119
 HB0822'FEET WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM A POWER POLE,
 HB0822'3 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.0 FOOT NORTHWEST OF A
 HB0822'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 HB0822'HIGHWAY, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 HB0822'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 HB0822'GROUND.  SEC 35, T14S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0660 ***********************************************************************
 HB0660  DESIGNATION -  F 158
 HB0660  PID         -  HB0660
 HB0660  STATE/COUNTY-  IL/JACKSON
 HB0660  USGS QUAD   -  MAKANDA (1996)
 HB0660
 HB0660                         *CURRENT SURVEY CONTROL
 HB0660  ___________________________________________________________________
 HB0660* NAD 83(1986)-  37 36 19.     (N)    089 12 46.     (W)     SCALED    
 HB0660* NAVD 88     -       137.215  (meters)     450.18   (feet)  ADJUSTED  
 HB0660  ___________________________________________________________________
 HB0660  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HB0660  DYNAMIC HT  -         137.117 (meters)     449.86  (feet)  COMP
 HB0660  MODELED GRAV-     979,914.9   (mgal)                       NAVD 88
 HB0660
 HB0660  VERT ORDER  -  FIRST     CLASS I
 HB0660
 HB0660.The horizontal coordinates were scaled from a topographic map and have
 HB0660.an estimated accuracy of +/- 6 seconds.
 HB0660
 HB0660.The orthometric height was determined by differential leveling
 HB0660.and adjusted by the National Geodetic Survey in June 1991..
 HB0660
 HB0660.The geoid height was determined by GEOID03.
 HB0660
 HB0660.The dynamic height is computed by dividing the NAVD 88
 HB0660.geopotential number by the normal gravity value computed on the
 HB0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0660.degrees latitude (g = 980.6199 gals.).
 HB0660
 HB0660.The modeled gravity was interpolated from observed gravity values.
 HB0660
 HB0660;                    North         East    Units  Estimated Accuracy
 HB0660;SPC IL W     -   104,590.      784,230.      MT  (+/- 180 meters Scaled)
 HB0660
 HB0660                          SUPERSEDED SURVEY CONTROL
 HB0660
 HB0660  NGVD 29 (??/??/??)  137.262  (m)          450.33   (f) ADJUSTED    1 1
 HB0660
 HB0660.Superseded values are not recommended for survey control.
 HB0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0660.See file dsdata.txt to determine how the superseded data were derived.
 HB0660
 HB0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG046643(NAD 83)
 HB0660_MARKER: DB = BENCH MARK DISK
 HB0660_SETTING: 80 = SET IN A BOULDER
 HB0660_SP_SET: BOULDER
 HB0660_STAMPING: F 158 1954
 HB0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0660+STABILITY: SURFACE MOTION
 HB0660
 HB0660  HISTORY     - Date     Condition        Report By
 HB0660  HISTORY     - 1954     MONUMENTED       CGS
 HB0660  HISTORY     - 1969     GOOD             CGS
 HB0660
 HB0660                          STATION DESCRIPTION
 HB0660
 HB0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0660'0.9 MI S FROM MAKANDA.
 HB0660'ABOUT 0.9 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0660'STATION AT MAKANDA, 16 RAILS SOUTH OF MILEPOST 317, 14 FEET
 HB0660'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, SET IN
 HB0660'THE TOP AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF A 6-
 HB0660'X 7-FOOT BOULDER WHICH PROJECTS 1 1/2 INCHES ABOVE THE SURFACE
 HB0660'OF THE GROUND, 72 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 88
 HB0660'FEET NORTH OF A TELEPHONE POLE, AND ABOUT 1 FOOT BELOW THE LEVEL
 HB0660'OF THE TRACK.  SEC 33, T 10 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0610 ***********************************************************************
 HB0610  DESIGNATION -  F 159
 HB0610  PID         -  HB0610
 HB0610  STATE/COUNTY-  IL/JACKSON
 HB0610  USGS QUAD   -  ELKVILLE (1978)
 HB0610
 HB0610                         *CURRENT SURVEY CONTROL
 HB0610  ___________________________________________________________________
 HB0610* NAD 83(1986)-  37 53 51.     (N)    089 14 07.     (W)     SCALED    
 HB0610* NAVD 88     -       123.922  (meters)     406.57   (feet)  ADJUSTED  
 HB0610  ___________________________________________________________________
 HB0610  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HB0610  DYNAMIC HT  -         123.840 (meters)     406.30  (feet)  COMP
 HB0610  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 HB0610
 HB0610  VERT ORDER  -  FIRST     CLASS I
 HB0610
 HB0610.The horizontal coordinates were scaled from a topographic map and have
 HB0610.an estimated accuracy of +/- 6 seconds.
 HB0610
 HB0610.The orthometric height was determined by differential leveling
 HB0610.and adjusted by the National Geodetic Survey in June 1991..
 HB0610.WARNING-Repeat measurements at this control monument indicate possible
 HB0610.vertical movement.
 HB0610
 HB0610.The geoid height was determined by GEOID03.
 HB0610
 HB0610.The dynamic height is computed by dividing the NAVD 88
 HB0610.geopotential number by the normal gravity value computed on the
 HB0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0610.degrees latitude (g = 980.6199 gals.).
 HB0610
 HB0610.The modeled gravity was interpolated from observed gravity values.
 HB0610
 HB0610;                    North         East    Units  Estimated Accuracy
 HB0610;SPC IL W     -   137,000.      781,920.      MT  (+/- 180 meters Scaled)
 HB0610
 HB0610                          SUPERSEDED SURVEY CONTROL
 HB0610
 HB0610  NGVD 29 (??/??/??)  124.020  (m)          406.89   (f) ADJUSTED    1 1
 HB0610
 HB0610.Superseded values are not recommended for survey control.
 HB0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0610.See file dsdata.txt to determine how the superseded data were derived.
 HB0610
 HB0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG034967(NAD 83)
 HB0610_MARKER: DB = BENCH MARK DISK
 HB0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0610_STAMPING: F 159 1954
 HB0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0610+STABILITY: SURFACE MOTION
 HB0610
 HB0610  HISTORY     - Date     Condition        Report By
 HB0610  HISTORY     - 1954     MONUMENTED       CGS
 HB0610  HISTORY     - 1969     GOOD             CGS
 HB0610  HISTORY     - 1976     GOOD             ILDT
 HB0610  HISTORY     - 1976     GOOD             ILDT
 HB0610  HISTORY     - 1976     GOOD             ILDT
 HB0610
 HB0610                          STATION DESCRIPTION
 HB0610
 HB0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0610'0.8 MI S FROM ELKVILLE.
 HB0610'ABOUT 0.8 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0610'THE POST OFFICE AT ELKVILLE, 0.25 MILE SOUTH OF MILEPOST 296,
 HB0610'100 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 HB0610'AND A DIRT ROAD, 55 1/2 FEET EAST OF THE EAST RAIL OF THE EAST
 HB0610'SET OF MAIN TRACKS, 67 1/2 FEET WEST OF THE CENTER LINE OF
 HB0610'U.S. HIGHWAY 51, 41 1/2 FEET EAST OF THE EAST RAIL OF A SIDETRACK,
 HB0610'82 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 5 FEET SOUTH OF
 HB0610'A TELEPHONE POLE WHICH IS BRACED BY 4 GUY WIRES, 1.3 FEET NORTH OF
 HB0610'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HB0610'TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HB0610'3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 20, T 7S, R 1W
 HB0610
 HB0610                          STATION RECOVERY (1976)
 HB0610
 HB0610'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0610'RECOVERED IN GOOD CONDITION.
 HB0610
 HB0610                          STATION RECOVERY (1976)
 HB0610
 HB0610'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0610'RECOVERED IN GOOD CONDITION.
 HB0610
 HB0610                          STATION RECOVERY (1976)
 HB0610
 HB0610'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1043 ***********************************************************************
 JB1043  DESIGNATION -  F 160
 JB1043  PID         -  JB1043
 JB1043  STATE/COUNTY-  IL/WASHINGTON
 JB1043  USGS QUAD   -  ASHLEY (1974)
 JB1043
 JB1043                         *CURRENT SURVEY CONTROL
 JB1043  ___________________________________________________________________
 JB1043* NAD 83(1986)-  38 21 07.     (N)    089 11 04.     (W)     SCALED    
 JB1043* NAVD 88     -       166.477  (meters)     546.18   (feet)  ADJUSTED  
 JB1043  ___________________________________________________________________
 JB1043  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 JB1043  DYNAMIC HT  -         166.371 (meters)     545.84  (feet)  COMP
 JB1043  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 JB1043
 JB1043  VERT ORDER  -  FIRST     CLASS I
 JB1043
 JB1043.The horizontal coordinates were scaled from a topographic map and have
 JB1043.an estimated accuracy of +/- 6 seconds.
 JB1043
 JB1043.The orthometric height was determined by differential leveling
 JB1043.and adjusted by the National Geodetic Survey in June 1991..
 JB1043
 JB1043.The geoid height was determined by GEOID03.
 JB1043
 JB1043.The dynamic height is computed by dividing the NAVD 88
 JB1043.geopotential number by the normal gravity value computed on the
 JB1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1043.degrees latitude (g = 980.6199 gals.).
 JB1043
 JB1043.The modeled gravity was interpolated from observed gravity values.
 JB1043
 JB1043;                    North         East    Units  Estimated Accuracy
 JB1043;SPC IL W     -   187,490.      785,850.      MT  (+/- 180 meters Scaled)
 JB1043
 JB1043                          SUPERSEDED SURVEY CONTROL
 JB1043
 JB1043  NGVD 29 (??/??/92)  166.587  (m)          546.54   (f) ADJ UNCH    1 1
 JB1043
 JB1043.Superseded values are not recommended for survey control.
 JB1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1043.See file dsdata.txt to determine how the superseded data were derived.
 JB1043
 JB1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH091471(NAD 83)
 JB1043_MARKER: DB = BENCH MARK DISK
 JB1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1043_STAMPING: F 160 1954
 JB1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1043+STABILITY: SURFACE MOTION
 JB1043
 JB1043  HISTORY     - Date     Condition        Report By
 JB1043  HISTORY     - 1954     MONUMENTED       CGS
 JB1043  HISTORY     - 1969     GOOD             NGS
 JB1043
 JB1043                          STATION DESCRIPTION
 JB1043
 JB1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1043'1.6 MI N FROM ASHLEY.
 JB1043'ABOUT 1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1043'THE STATION AT ASHLEY, 0.3 MILE NORTH OF MILEPOST 265, 114 FEET
 JB1043'SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 JB1043'TRAIL ROAD, 94 FEET EAST OF THE EAST RAIL OF THE EAST SET OF
 JB1043'MAIN TRACKS, 53 FEET EAST OF A TELEPHONE POLE, ABOUT 5 1/2 FEET
 JB1043'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JB1043'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 JB1043'SEC 15, T2S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0805 ***********************************************************************
 LC0805  DESIGNATION -  F 162
 LC0805  PID         -  LC0805
 LC0805  STATE/COUNTY-  IL/TAZEWELL
 LC0805  USGS QUAD   -  MORTON (1995)
 LC0805
 LC0805                         *CURRENT SURVEY CONTROL
 LC0805  ___________________________________________________________________
 LC0805* NAD 83(1986)-  40 31 20.     (N)    089 23 42.     (W)     SCALED    
 LC0805* NAVD 88     -       177.935  (meters)     583.78   (feet)  ADJUSTED  
 LC0805  ___________________________________________________________________
 LC0805  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LC0805  DYNAMIC HT  -         177.849 (meters)     583.49  (feet)  COMP
 LC0805  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 LC0805
 LC0805  VERT ORDER  -  FIRST     CLASS II
 LC0805
 LC0805.The horizontal coordinates were scaled from a topographic map and have
 LC0805.an estimated accuracy of +/- 6 seconds.
 LC0805
 LC0805.The orthometric height was determined by differential leveling
 LC0805.and adjusted by the National Geodetic Survey in June 1991..
 LC0805
 LC0805.The geoid height was determined by GEOID03.
 LC0805
 LC0805.The dynamic height is computed by dividing the NAVD 88
 LC0805.geopotential number by the normal gravity value computed on the
 LC0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0805.degrees latitude (g = 980.6199 gals.).
 LC0805
 LC0805.The modeled gravity was interpolated from observed gravity values.
 LC0805
 LC0805;                    North         East    Units  Estimated Accuracy
 LC0805;SPC IL W     -   428,260.      765,390.      MT  (+/- 180 meters Scaled)
 LC0805
 LC0805                          SUPERSEDED SURVEY CONTROL
 LC0805
 LC0805  NGVD 29 (??/??/92)  178.019  (m)          584.05   (f) ADJ UNCH    1 2
 LC0805
 LC0805.Superseded values are not recommended for survey control.
 LC0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0805.See file dsdata.txt to determine how the superseded data were derived.
 LC0805
 LC0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK971884(NAD 83)
 LC0805_MARKER: DB = BENCH MARK DISK
 LC0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0805_SP_SET: BRIDGE
 LC0805_STAMPING: F 162 1954
 LC0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0805
 LC0805  HISTORY     - Date     Condition        Report By
 LC0805  HISTORY     - 1954     MONUMENTED       CGS
 LC0805
 LC0805                          STATION DESCRIPTION
 LC0805
 LC0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0805'1.9 MI W FROM MACKINAW.
 LC0805'ABOUT 1.9 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0805'THE STATION AT MACKINAW, IN THE TOP OF THE FIRST STONE STEP
 LC0805'ABOVE BRIDGE SEAT OF NORTH END OF WEST ABUTMENT OF RAILROAD BRIDGE
 LC0805'OVER MACKINAW RIVER, 11 FEET NORTH OF NORTH RAIL AND ABOUT 6
 LC0805'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1005 ***********************************************************************
 LC1005  DESIGNATION -  F 163
 LC1005  PID         -  LC1005
 LC1005  STATE/COUNTY-  IL/MCLEAN
 LC1005  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1005
 LC1005                         *CURRENT SURVEY CONTROL
 LC1005  ___________________________________________________________________
 LC1005* NAD 83(1986)-  40 28 42.     (N)    089 00 30.     (W)     SCALED    
 LC1005* NAVD 88     -       236.967  (meters)     777.45   (feet)  ADJUSTED  
 LC1005  ___________________________________________________________________
 LC1005  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC1005  DYNAMIC HT  -         236.855 (meters)     777.08  (feet)  COMP
 LC1005  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 LC1005
 LC1005  VERT ORDER  -  FIRST     CLASS II
 LC1005
 LC1005.The horizontal coordinates were scaled from a topographic map and have
 LC1005.an estimated accuracy of +/- 6 seconds.
 LC1005
 LC1005.The orthometric height was determined by differential leveling
 LC1005.and adjusted by the National Geodetic Survey in June 1991..
 LC1005
 LC1005.The geoid height was determined by GEOID03.
 LC1005
 LC1005.The dynamic height is computed by dividing the NAVD 88
 LC1005.geopotential number by the normal gravity value computed on the
 LC1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1005.degrees latitude (g = 980.6199 gals.).
 LC1005
 LC1005.The modeled gravity was interpolated from observed gravity values.
 LC1005
 LC1005;                    North         East    Units  Estimated Accuracy
 LC1005;SPC IL E     -   423,330.      242,770.      MT  (+/- 180 meters Scaled)
 LC1005
 LC1005                          SUPERSEDED SURVEY CONTROL
 LC1005
 LC1005  NGVD 29 (??/??/92)  237.027  (m)          777.65   (f) ADJ UNCH    1 2
 LC1005
 LC1005.Superseded values are not recommended for survey control.
 LC1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1005.See file dsdata.txt to determine how the superseded data were derived.
 LC1005
 LC1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK297827(NAD 83)
 LC1005_MARKER: DB = BENCH MARK DISK
 LC1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1005_SP_SET: BRIDGE
 LC1005_STAMPING: F 163 1954
 LC1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1005
 LC1005  HISTORY     - Date     Condition        Report By
 LC1005  HISTORY     - 1954     MONUMENTED       CGS
 LC1005
 LC1005                          STATION DESCRIPTION
 LC1005
 LC1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1005'AT BLOOMINGTON.
 LC1005'AT BLOOMINGTON, ABOUT 0.95 MILE WEST ALONG THE NEW YORK CENTRAL
 LC1005'RAILROAD FROM THE FREIGHT STATION, AT THE INTERSECTION OF THE
 LC1005'GULF, MOBILE AND OHIO RAILROAD, IN THE TOP OF THE NORTHWEST CORNER
 LC1005'OF THE CONCRETE BASE OF THE EAST MOST PIER OF FRONT STREET
 LC1005'OVERPASS OVER THE G.M. AND O. TRACK, 216 FEET SOUTH OF SOUTH RAIL
 LC1005'OF SOUTH TRACK OF N.Y.C. RR, 78 FEET EAST AND ACROSS G.M. AND O.
 LC1005'RR FROM THE SOUTHEAST CORNER OF G.M. AND O. RR STATION, 13 FEET
 LC1005'EAST OF EAST RAIL OF EAST TRACK OF G.M. AND O. RR, 22 FEET WEST
 LC1005'OF WEST FACE OF EAST ABUTMENT OF OVERPASS, ABOUT LEVEL WITH
 LC1005'TRACK AND ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0390 ***********************************************************************
 LC0390  DESIGNATION -  F 165
 LC0390  PID         -  LC0390
 LC0390  STATE/COUNTY-  IL/MCLEAN
 LC0390  USGS QUAD   -  LE ROY (1981)
 LC0390
 LC0390                         *CURRENT SURVEY CONTROL
 LC0390  ___________________________________________________________________
 LC0390* NAD 83(1986)-  40 20 39.     (N)    088 45 32.     (W)     SCALED    
 LC0390* NAVD 88     -       234.227  (meters)     768.46   (feet)  ADJUSTED  
 LC0390  ___________________________________________________________________
 LC0390  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC0390  DYNAMIC HT  -         234.115 (meters)     768.09  (feet)  COMP
 LC0390  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 LC0390
 LC0390  VERT ORDER  -  FIRST     CLASS II
 LC0390
 LC0390.The horizontal coordinates were scaled from a topographic map and have
 LC0390.an estimated accuracy of +/- 6 seconds.
 LC0390
 LC0390.The orthometric height was determined by differential leveling
 LC0390.and adjusted by the National Geodetic Survey in June 1991..
 LC0390
 LC0390.The geoid height was determined by GEOID03.
 LC0390
 LC0390.The dynamic height is computed by dividing the NAVD 88
 LC0390.geopotential number by the normal gravity value computed on the
 LC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0390.degrees latitude (g = 980.6199 gals.).
 LC0390
 LC0390.The modeled gravity was interpolated from observed gravity values.
 LC0390
 LC0390;                    North         East    Units  Estimated Accuracy
 LC0390;SPC IL E     -   408,300.      263,840.      MT  (+/- 180 meters Scaled)
 LC0390
 LC0390                          SUPERSEDED SURVEY CONTROL
 LC0390
 LC0390  NGVD 29 (??/??/92)  234.284  (m)          768.65   (f) ADJ UNCH    1 2
 LC0390
 LC0390.Superseded values are not recommended for survey control.
 LC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0390.See file dsdata.txt to determine how the superseded data were derived.
 LC0390
 LC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK506674(NAD 83)
 LC0390_MARKER: DB = BENCH MARK DISK
 LC0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0390_STAMPING: F 165 1954
 LC0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0390+STABILITY: SURFACE MOTION
 LC0390
 LC0390  HISTORY     - Date     Condition        Report By
 LC0390  HISTORY     - 1954     MONUMENTED       CGS
 LC0390  HISTORY     - 1959     GOOD             NGS
 LC0390  HISTORY     - 1979     MARK NOT FOUND   USGS
 LC0390  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0390
 LC0390                          STATION DESCRIPTION
 LC0390
 LC0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0390'AT LE ROY.
 LC0390'AT LE ROY, ABOUT 0.45 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL
 LC0390'RAILROAD FROM THE STATION, AT THE CROSSING OF EAST SOUTH STREET, 30
 LC0390'FEET NORTHEAST OF THE NORTHEAST RAIL, 38 FEET EAST-NORTHEAST OF
 LC0390'THE CENTER OF THE CROSSING, 61 1/2 FEET NORTH AND ACROSS THE
 LC0390'TRACK FROM TELEPHONE POLE NUMBER 150/11, 31 FEET EAST OF THE
 LC0390'CENTER LINE OF THE STREET, 17 FEET EAST-SOUTHEAST OF A FENCE CORNER,
 LC0390'2 FEET SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 LC0390'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND
 LC0390'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LC0390
 LC0390                          STATION RECOVERY (1979)
 LC0390
 LC0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LC0390'MARK NOT FOUND.
 LC0390
 LC0390                          STATION RECOVERY (1986)
 LC0390
 LC0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1505 ***********************************************************************
 ME1505  DESIGNATION -  F 166
 ME1505  PID         -  ME1505
 ME1505  STATE/COUNTY-  IL/KANKAKEE
 ME1505  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME1505
 ME1505                         *CURRENT SURVEY CONTROL
 ME1505  ___________________________________________________________________
 ME1505* NAD 83(1986)-  41 10 13.     (N)    087 37 21.     (W)     SCALED    
 ME1505* NAVD 88     -       190.841  (meters)     626.12   (feet)  ADJUSTED  
 ME1505  ___________________________________________________________________
 ME1505  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 ME1505  DYNAMIC HT  -         190.761 (meters)     625.86  (feet)  COMP
 ME1505  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 ME1505
 ME1505  VERT ORDER  -  SECOND    CLASS 0
 ME1505
 ME1505.The horizontal coordinates were scaled from a topographic map and have
 ME1505.an estimated accuracy of +/- 6 seconds.
 ME1505
 ME1505.The orthometric height was determined by differential leveling
 ME1505.and adjusted by the National Geodetic Survey in June 1991..
 ME1505
 ME1505.The geoid height was determined by GEOID03.
 ME1505
 ME1505.The dynamic height is computed by dividing the NAVD 88
 ME1505.geopotential number by the normal gravity value computed on the
 ME1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1505.degrees latitude (g = 980.6199 gals.).
 ME1505
 ME1505.The modeled gravity was interpolated from observed gravity values.
 ME1505
 ME1505;                    North         East    Units  Estimated Accuracy
 ME1505;SPC IL E     -   500,200.      359,650.      MT  (+/- 180 meters Scaled)
 ME1505
 ME1505                          SUPERSEDED SURVEY CONTROL
 ME1505
 ME1505  NGVD 29 (??/??/92)  190.932  (m)          626.42   (f) ADJ UNCH    2 0
 ME1505
 ME1505.Superseded values are not recommended for survey control.
 ME1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1505.See file dsdata.txt to determine how the superseded data were derived.
 ME1505
 ME1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL477578(NAD 83)
 ME1505_MARKER: DB = BENCH MARK DISK
 ME1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1505_STAMPING: F 166 1954
 ME1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1505+STABILITY: SURFACE MOTION
 ME1505
 ME1505  HISTORY     - Date     Condition        Report By
 ME1505  HISTORY     - 1954     MONUMENTED       CGS
 ME1505
 ME1505                          STATION DESCRIPTION
 ME1505
 ME1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1505'2.2 MI E FROM MOMENCE.
 ME1505'ABOUT 2.2 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1505'STATION AT MOMENCE, ABOUT 1.0 MILE WEST OF CROSSING OF THE CHICAGO,
 ME1505'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT DELMAR, AT A PRIVATE
 ME1505'ROAD CROSSING, 61 FEET SOUTHWEST OF CENTER OF CROSSING, 46 FEET
 ME1505'SOUTH OF SOUTH RAIL, 31 FEET WEST OF CENTER OF GATE IN R/W FENCE
 ME1505'FOR PRIVATE ROAD, 1 FOOT NORTH OF FENCE LINE, 2 FEET EAST OF A
 ME1505'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND
 ME1505'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1824 ***********************************************************************
 LB1824  DESIGNATION -  F 167
 LB1824  PID         -  LB1824
 LB1824  STATE/COUNTY-  IL/VERMILION
 LB1824  USGS QUAD   -  HOMER (1975)
 LB1824
 LB1824                         *CURRENT SURVEY CONTROL
 LB1824  ___________________________________________________________________
 LB1824* NAD 83(1986)-  40 02 11.     (N)    087 56 20.     (W)     SCALED    
 LB1824* NAVD 88     -       202.510  (meters)     664.40   (feet)  ADJUSTED  
 LB1824  ___________________________________________________________________
 LB1824  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LB1824  DYNAMIC HT  -         202.407 (meters)     664.06  (feet)  COMP
 LB1824  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 LB1824
 LB1824  VERT ORDER  -  FIRST     CLASS II
 LB1824
 LB1824.The horizontal coordinates were scaled from a topographic map and have
 LB1824.an estimated accuracy of +/- 6 seconds.
 LB1824
 LB1824.The orthometric height was determined by differential leveling
 LB1824.and adjusted by the National Geodetic Survey in June 1991..
 LB1824
 LB1824.The geoid height was determined by GEOID03.
 LB1824
 LB1824.The dynamic height is computed by dividing the NAVD 88
 LB1824.geopotential number by the normal gravity value computed on the
 LB1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1824.degrees latitude (g = 980.6199 gals.).
 LB1824
 LB1824.The modeled gravity was interpolated from observed gravity values.
 LB1824
 LB1824;                    North         East    Units  Estimated Accuracy
 LB1824;SPC IL E     -   374,120.      333,660.      MT  (+/- 180 meters Scaled)
 LB1824
 LB1824                          SUPERSEDED SURVEY CONTROL
 LB1824
 LB1824  NGVD 29 (??/??/92)  202.561  (m)          664.57   (f) ADJ UNCH    1 2
 LB1824
 LB1824.Superseded values are not recommended for survey control.
 LB1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1824.See file dsdata.txt to determine how the superseded data were derived.
 LB1824
 LB1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK198322(NAD 83)
 LB1824_MARKER: DB = BENCH MARK DISK
 LB1824_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB1824_SP_SET: ABUTMENT
 LB1824_STAMPING: F 167 1954
 LB1824_MARK LOGO: CGS   
 LB1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1824
 LB1824  HISTORY     - Date     Condition        Report By
 LB1824  HISTORY     - 1954     MONUMENTED       CGS
 LB1824  HISTORY     - 1986     GOOD             NGS
 LB1824
 LB1824                          STATION DESCRIPTION
 LB1824
 LB1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1824'1 MI E FROM HOMER.
 LB1824'ABOUT 1.05 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1824'AT HOMER, AT THE VERMILION-CHAMPAIGN COUNTY LINE, IN THE TOP OF
 LB1824'SOUTH END OF THE BACK WALL OF THE EAST CONCRETE ABUTMENT OF A
 LB1824'30-FOOT RAILROAD BRIDGE OVER A DITCH, 9 FEET SOUTH OF SOUTH RAIL
 LB1824'OF MAIN TRACK AND 1 FOOT BELOW LEVEL OF TRACK.
 LB1824
 LB1824                          STATION RECOVERY (1986)
 LB1824
 LB1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1824'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.3 KM (2.05
 LB1824'MI) EASTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION WITH STATE
 LB1824'HIGHWAY 49 IN HOMER, THENCE 1.0 KM (0.6 MI) SOUTH ALONG COUNTY ROAD 90
 LB1824'E, THENCE 1.3 KM (0.8 MI) WEST ALONG THE NORFOLK AND WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1521 ***********************************************************************
 ME1521  DESIGNATION -  F 168
 ME1521  PID         -  ME1521
 ME1521  STATE/COUNTY-  IL/KANKAKEE
 ME1521  USGS QUAD   -  MOMENCE (1973)
 ME1521
 ME1521                         *CURRENT SURVEY CONTROL
 ME1521  ___________________________________________________________________
 ME1521* NAD 83(1986)-  41 09 20.     (N)    087 44 23.     (W)     SCALED    
 ME1521* NAVD 88     -       190.888  (meters)     626.27   (feet)  ADJUSTED  
 ME1521  ___________________________________________________________________
 ME1521  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 ME1521  DYNAMIC HT  -         190.810 (meters)     626.02  (feet)  COMP
 ME1521  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 ME1521
 ME1521  VERT ORDER  -  SECOND    CLASS 0
 ME1521
 ME1521.The horizontal coordinates were scaled from a topographic map and have
 ME1521.an estimated accuracy of +/- 6 seconds.
 ME1521
 ME1521.The orthometric height was determined by differential leveling
 ME1521.and adjusted by the National Geodetic Survey in June 1991..
 ME1521
 ME1521.The geoid height was determined by GEOID03.
 ME1521
 ME1521.The dynamic height is computed by dividing the NAVD 88
 ME1521.geopotential number by the normal gravity value computed on the
 ME1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1521.degrees latitude (g = 980.6199 gals.).
 ME1521
 ME1521.The modeled gravity was interpolated from observed gravity values.
 ME1521
 ME1521;                    North         East    Units  Estimated Accuracy
 ME1521;SPC IL E     -   498,490.      349,830.      MT  (+/- 180 meters Scaled)
 ME1521
 ME1521                          SUPERSEDED SURVEY CONTROL
 ME1521
 ME1521  NGVD 29 (??/??/92)  190.981  (m)          626.58   (f) ADJ UNCH    2 0
 ME1521
 ME1521.Superseded values are not recommended for survey control.
 ME1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1521.See file dsdata.txt to determine how the superseded data were derived.
 ME1521
 ME1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL379562(NAD 83)
 ME1521_MARKER: DB = BENCH MARK DISK
 ME1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1521_STAMPING: F 168 1954
 ME1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1521+STABILITY: SURFACE MOTION
 ME1521
 ME1521  HISTORY     - Date     Condition        Report By
 ME1521  HISTORY     - 1954     MONUMENTED       CGS
 ME1521
 ME1521                          STATION DESCRIPTION
 ME1521
 ME1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1521'4.2 MI W FROM MOMENCE.
 ME1521'ABOUT 4.15 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1521'THE STATION AT MOMENCE, ABOUT 1.45 MILES EAST OF THE ROAD CROSSING
 ME1521'AT EXLINE, ABOUT 140 YARDS WEST OF STATION STAKE NO. 4950, ABOUT
 ME1521'0.45 MILE EAST OF A NORTH-SOUTH DIRT ROAD CROSSING, AT A
 ME1521'NORTH-SOUTH FIELD ROAD CROSSING, 46 FEET SOUTH OF SOUTH RAIL,
 ME1521'74 FEET SOUTHWEST OF CENTER OF CROSSING, 41 FEET WEST OF CENTER
 ME1521'OF A GATE IN FENCE LINE FOR FIELD ROAD, 1 FOOT NORTH OF A FENCE
 ME1521'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 ME1521'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 ME1521'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0899 ***********************************************************************
 JB0899  DESIGNATION -  F 169
 JB0899  PID         -  JB0899
 JB0899  STATE/COUNTY-  IL/CLINTON
 JB0899  USGS QUAD   -  BECKEMEYER (1969)
 JB0899
 JB0899                         *CURRENT SURVEY CONTROL
 JB0899  ___________________________________________________________________
 JB0899* NAD 83(1986)-  38 36 21.     (N)    089 26 33.     (W)     SCALED    
 JB0899* NAVD 88     -       137.117  (meters)     449.86   (feet)  ADJUSTED  
 JB0899  ___________________________________________________________________
 JB0899  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JB0899  DYNAMIC HT  -         137.030 (meters)     449.57  (feet)  COMP
 JB0899  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JB0899
 JB0899  VERT ORDER  -  FIRST     CLASS I
 JB0899
 JB0899.The horizontal coordinates were scaled from a topographic map and have
 JB0899.an estimated accuracy of +/- 6 seconds.
 JB0899
 JB0899.The orthometric height was determined by differential leveling
 JB0899.and adjusted by the National Geodetic Survey in June 1991..
 JB0899
 JB0899.The geoid height was determined by GEOID03.
 JB0899
 JB0899.The dynamic height is computed by dividing the NAVD 88
 JB0899.geopotential number by the normal gravity value computed on the
 JB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0899.degrees latitude (g = 980.6199 gals.).
 JB0899
 JB0899.The modeled gravity was interpolated from observed gravity values.
 JB0899
 JB0899;                    North         East    Units  Estimated Accuracy
 JB0899;SPC IL W     -   215,460.      763,080.      MT  (+/- 180 meters Scaled)
 JB0899
 JB0899                          SUPERSEDED SURVEY CONTROL
 JB0899
 JB0899  NGVD 29 (??/??/92)  137.233  (m)          450.24   (f) ADJ UNCH    1 1
 JB0899
 JB0899.Superseded values are not recommended for survey control.
 JB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0899.See file dsdata.txt to determine how the superseded data were derived.
 JB0899
 JB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH873758(NAD 83)
 JB0899_MARKER: DB = BENCH MARK DISK
 JB0899_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB0899_SP_SET: 21.8 FEET
 JB0899_STAMPING: F 169 1969
 JB0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0899
 JB0899  HISTORY     - Date     Condition        Report By
 JB0899  HISTORY     - 1969     MONUMENTED       CGS
 JB0899
 JB0899                          STATION DESCRIPTION
 JB0899
 JB0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0899'3.8 MI W FROM CARLYLE.
 JB0899'ABOUT 3.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0899'THE CROSSING OF STATE HIGHWAY 127 AT CARLYLE, AT THE WEST EDGE
 JB0899'OF THE VILLAGE OF BECKEMEYER, NEAR MILEPOLE 294-32, 61 FEET
 JB0899'NORTHWEST OF THE CENTER OF THE CROSSING OF COUNTY ROAD 6 (CARTER
 JB0899'STREET), 41.2 FEET NORTH OF THE NORTH RAIL, 46 FEET WEST OF THE
 JB0899'CENTER LINE OF THE COUNTY ROAD, 5.8 FEET WEST OF THE SOUTHEAST
 JB0899'CORNER OF THE CHAIN LINK FENCE AROUND THE MRT GAS COMPANY
 JB0899'BUILDING AND STORAGE LOT, 6.8 FEET WEST OF A CONCRETE
 JB0899'RIGHT-OF-WAY MARKER POST, 0.8 FOOT SOUTH OF THE EAST-WEST FENCE
 JB0899'LINE, 0.4 FOOT SOUTH OF A METAL WITNESS POST, 4 FEET BELOW THE
 JB0899'LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 JB0899'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4 INCH METAL
 JB0899'PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 JB0899'ROD WAS DRIVEN TO A DEPTH OF 21.8 FEET TO REFUSAL.  SEC 21,
 JB0899'T 2 N, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0111 ***********************************************************************
 NH0111  DESIGNATION -  F 17
 NH0111  PID         -  NH0111
 NH0111  STATE/COUNTY-  IL/MCHENRY
 NH0111  USGS QUAD   -  RICHMOND (1992)
 NH0111
 NH0111                         *CURRENT SURVEY CONTROL
 NH0111  ___________________________________________________________________
 NH0111* NAD 83(1986)-  42 23 32.     (N)    088 17 42.     (W)     SCALED    
 NH0111* NAVD 88     -       256.798  (meters)     842.51   (feet)  ADJUSTED  
 NH0111  ___________________________________________________________________
 NH0111  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NH0111  DYNAMIC HT  -         256.715 (meters)     842.24  (feet)  COMP
 NH0111  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 NH0111
 NH0111  VERT ORDER  -  SECOND    CLASS 0
 NH0111
 NH0111.The horizontal coordinates were scaled from a topographic map and have
 NH0111.an estimated accuracy of +/- 6 seconds.
 NH0111
 NH0111.The orthometric height was determined by differential leveling
 NH0111.and adjusted by the National Geodetic Survey in June 1991..
 NH0111
 NH0111.The geoid height was determined by GEOID03.
 NH0111
 NH0111.The dynamic height is computed by dividing the NAVD 88
 NH0111.geopotential number by the normal gravity value computed on the
 NH0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0111.degrees latitude (g = 980.6199 gals.).
 NH0111
 NH0111.The modeled gravity was interpolated from observed gravity values.
 NH0111
 NH0111;                    North         East    Units  Estimated Accuracy
 NH0111;SPC IL E     -   635,670.      303,160.      MT  (+/- 180 meters Scaled)
 NH0111
 NH0111                          SUPERSEDED SURVEY CONTROL
 NH0111
 NH0111  NGVD 29 (??/??/92)  256.858  (m)          842.71   (f) ADJ UNCH    2 0
 NH0111
 NH0111.Superseded values are not recommended for survey control.
 NH0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0111.See file dsdata.txt to determine how the superseded data were derived.
 NH0111
 NH0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM934941(NAD 83)
 NH0111_MARKER: DB = BENCH MARK DISK
 NH0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0111_STAMPING: F 17 1934
 NH0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0111+STABILITY: SURFACE MOTION
 NH0111
 NH0111  HISTORY     - Date     Condition        Report By
 NH0111  HISTORY     - 1934     MONUMENTED       CGS
 NH0111  HISTORY     - 1960     GOOD             NGS
 NH0111  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH0111  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 NH0111
 NH0111                          STATION DESCRIPTION
 NH0111
 NH0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0111'AT RINGWOOD.
 NH0111'AT RINGWOOD, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, 78 1/2
 NH0111'FEET NORTH OF THE NORTHEAST CORNER OF THE STATION SHELTER, 12 1/2
 NH0111'FEET WEST OF THE WEST RAIL, ABOUT MIDWAY BETWEEN TWO BLACK TOP
 NH0111'ROAD CROSSINGS, 25 FEET SOUTH OF THE NORTHEAST CORNER OF A SMALL
 NH0111'PARKING LOT ON THE WEST SIDE OF THE RAILWAY TRACK, 45 FEET
 NH0111'SOUTHEAST OF A POWER LINE POLE AT THE NORTH END OF THE PARKING
 NH0111'LOT, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 NH0111'POST PROJECTING 3 INCHES.
 NH0111
 NH0111                          STATION RECOVERY (1989)
 NH0111
 NH0111'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBD)
 NH0111'MARK NOT FOUND.
 NH0111
 NH0111                          STATION RECOVERY (1994)
 NH0111
 NH0111'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0131 ***********************************************************************
 LC0131  DESIGNATION -  F 171
 LC0131  PID         -  LC0131
 LC0131  STATE/COUNTY-  IL/CHAMPAIGN
 LC0131  USGS QUAD   -  MAHOMET (1975)
 LC0131
 LC0131                         *CURRENT SURVEY CONTROL
 LC0131  ___________________________________________________________________
 LC0131* NAD 83(1986)-  40 11 20.     (N)    088 24 19.     (W)     SCALED    
 LC0131* NAVD 88     -       215.393  (meters)     706.67   (feet)  ADJUSTED  
 LC0131  ___________________________________________________________________
 LC0131  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0131  DYNAMIC HT  -         215.285 (meters)     706.31  (feet)  COMP
 LC0131  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 LC0131
 LC0131  VERT ORDER  -  FIRST     CLASS II
 LC0131
 LC0131.The horizontal coordinates were scaled from a topographic map and have
 LC0131.an estimated accuracy of +/- 6 seconds.
 LC0131
 LC0131.The orthometric height was determined by differential leveling
 LC0131.and adjusted by the National Geodetic Survey in June 1991..
 LC0131
 LC0131.The geoid height was determined by GEOID03.
 LC0131
 LC0131.The dynamic height is computed by dividing the NAVD 88
 LC0131.geopotential number by the normal gravity value computed on the
 LC0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0131.degrees latitude (g = 980.6199 gals.).
 LC0131
 LC0131.The modeled gravity was interpolated from observed gravity values.
 LC0131
 LC0131;                    North         East    Units  Estimated Accuracy
 LC0131;SPC IL E     -   390,980.      293,870.      MT  (+/- 180 meters Scaled)
 LC0131
 LC0131                          SUPERSEDED SURVEY CONTROL
 LC0131
 LC0131  NGVD 29 (??/??/92)  215.445  (m)          706.84   (f) ADJ UNCH    1 2
 LC0131
 LC0131.Superseded values are not recommended for survey control.
 LC0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0131.See file dsdata.txt to determine how the superseded data were derived.
 LC0131
 LC0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK803496(NAD 83)
 LC0131_MARKER: DB = BENCH MARK DISK
 LC0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0131_STAMPING: F 171 1954
 LC0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0131+STABILITY: SURFACE MOTION
 LC0131
 LC0131  HISTORY     - Date     Condition        Report By
 LC0131  HISTORY     - 1954     MONUMENTED       CGS
 LC0131  HISTORY     - 1956     GOOD             NGS
 LC0131  HISTORY     - 1970     MARK NOT FOUND   USGS
 LC0131  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0131  HISTORY     - 20051213 MARK NOT FOUND   ILDT
 LC0131
 LC0131                          STATION DESCRIPTION
 LC0131
 LC0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LC0131'AT MAHOMET.
 LC0131'AT MAHOMET, ABOUT 0.2 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL
 LC0131'RAILROAD FROM THE STATION, AT A FARM ROAD CROSSING, 43 FEET
 LC0131'SOUTH-SOUTHWEST OF NEAR RAIL OF TRACK, 143 FEET SOUTH-SOUTHEAST
 LC0131'AND ACROSS TRACK AND FARM ROAD FROM MILE POST 128, 76 FEET
 LC0131'SOUTH-SOUTHEAST OF CENTER OF FARM ROAD CROSSING, 41 FEET SOUTHEAST
 LC0131'OF CENTER OF A FARM GATE, 3 1/2 FEET NORTH-NORTHEAST OF A FENCE
 LC0131'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 LC0131'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 LC0131'PROJECTING 4 INCHES.  NOTE-- THE AREA DESCRIBED FAILED TO FIND
 LC0131'THE MARK, THE AREA APPEARS TO HAVE BEEN RE-GRADED AFTER THE
 LC0131'LAYING OF NEW SEWAGE LINES IN THE VICINITY, THE MARK WAS PROBABLY
 LC0131'DESTROYED.
 LC0131
 LC0131                          STATION RECOVERY (1970)
 LC0131
 LC0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 LC0131'MARK NOT FOUND.
 LC0131
 LC0131                          STATION RECOVERY (1986)
 LC0131
 LC0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0131'MARK NOT FOUND.
 LC0131
 LC0131                          STATION RECOVERY (2005)
 LC0131
 LC0131'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0673 ***********************************************************************
 LC0673  DESIGNATION -  F 172
 LC0673  PID         -  LC0673
 LC0673  STATE/COUNTY-  IL/MCLEAN
 LC0673  USGS QUAD   -  NORMAL EAST (1981)
 LC0673
 LC0673                         *CURRENT SURVEY CONTROL
 LC0673  ___________________________________________________________________
 LC0673* NAD 83(1986)-  40 35 32.     (N)    088 59 30.     (W)     SCALED    
 LC0673* NAVD 88     -       233.447  (meters)     765.90   (feet)  ADJUSTED  
 LC0673  ___________________________________________________________________
 LC0673  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0673  DYNAMIC HT  -         233.339 (meters)     765.55  (feet)  COMP
 LC0673  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 LC0673
 LC0673  VERT ORDER  -  FIRST     CLASS I
 LC0673
 LC0673.The horizontal coordinates were scaled from a topographic map and have
 LC0673.an estimated accuracy of +/- 6 seconds.
 LC0673
 LC0673.The orthometric height was determined by differential leveling
 LC0673.and adjusted by the National Geodetic Survey in June 1991..
 LC0673
 LC0673.The geoid height was determined by GEOID03.
 LC0673
 LC0673.The dynamic height is computed by dividing the NAVD 88
 LC0673.geopotential number by the normal gravity value computed on the
 LC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0673.degrees latitude (g = 980.6199 gals.).
 LC0673
 LC0673.The modeled gravity was interpolated from observed gravity values.
 LC0673
 LC0673;                    North         East    Units  Estimated Accuracy
 LC0673;SPC IL E     -   435,970.      244,270.      MT  (+/- 180 meters Scaled)
 LC0673
 LC0673                          SUPERSEDED SURVEY CONTROL
 LC0673
 LC0673  NGVD 29 (??/??/92)  233.500  (m)          766.07   (f) ADJ UNCH    1 1
 LC0673
 LC0673.Superseded values are not recommended for survey control.
 LC0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0673.See file dsdata.txt to determine how the superseded data were derived.
 LC0673
 LC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK314953(NAD 83)
 LC0673_MARKER: DB = BENCH MARK DISK
 LC0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0673_STAMPING: F 172 1954
 LC0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0673+STABILITY: SURFACE MOTION
 LC0673
 LC0673  HISTORY     - Date     Condition        Report By
 LC0673  HISTORY     - 1954     MONUMENTED       CGS
 LC0673  HISTORY     - 1969     GOOD             NGS
 LC0673
 LC0673                          STATION DESCRIPTION
 LC0673
 LC0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0673'5.7 MI N FROM NORMAL.
 LC0673'ABOUT 5.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0673'THE STATION AT NORMAL, 1.1 MILES SOUTH OF THE POST OFFICE AT
 LC0673'HUDSON, 5 POLES NORTH OF A RAILROAD TRESTLE OVER SIX MILE CREEK,
 LC0673'94 1/2 FEET WEST OF THE WEST RAIL, 43 1/2 FEET SOUTH-SOUTHWEST OF
 LC0673'A TELEPHONE POLE, 28 1/2 FEET SOUTH OF A CORNER FENCE POST, 2.0
 LC0673'FEET NORTH OF A WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 LC0673'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 LC0673'LEVEL WITH THE SURFACE OF THE GROUND.  SEC 28, T25N, R2E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0167 ***********************************************************************
 LC0167  DESIGNATION -  F 173
 LC0167  PID         -  LC0167
 LC0167  STATE/COUNTY-  IL/CHAMPAIGN
 LC0167  USGS QUAD   -  THOMASBORO (1975)
 LC0167
 LC0167                         *CURRENT SURVEY CONTROL
 LC0167  ___________________________________________________________________
 LC0167* NAD 83(1986)-  40 08 33.     (N)    088 11 29.     (W)     SCALED    
 LC0167* NAVD 88     -       221.822  (meters)     727.76   (feet)  ADJUSTED  
 LC0167  ___________________________________________________________________
 LC0167  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LC0167  DYNAMIC HT  -         221.709 (meters)     727.39  (feet)  COMP
 LC0167  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LC0167
 LC0167  VERT ORDER  -  FIRST     CLASS II
 LC0167
 LC0167.This mark is at Frasca Field Airport (C16)
 LC0167
 LC0167.The horizontal coordinates were scaled from a topographic map and have
 LC0167.an estimated accuracy of +/- 6 seconds.
 LC0167
 LC0167.The orthometric height was determined by differential leveling
 LC0167.and adjusted by the National Geodetic Survey in June 1991..
 LC0167
 LC0167.The geoid height was determined by GEOID03.
 LC0167
 LC0167.The dynamic height is computed by dividing the NAVD 88
 LC0167.geopotential number by the normal gravity value computed on the
 LC0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0167.degrees latitude (g = 980.6199 gals.).
 LC0167
 LC0167.The modeled gravity was interpolated from observed gravity values.
 LC0167
 LC0167;                    North         East    Units  Estimated Accuracy
 LC0167;SPC IL E     -   385,830.      312,100.      MT  (+/- 180 meters Scaled)
 LC0167
 LC0167                          SUPERSEDED SURVEY CONTROL
 LC0167
 LC0167  NGVD 29 (??/??/92)  221.858  (m)          727.88   (f) ADJ UNCH    1 2
 LC0167
 LC0167.Superseded values are not recommended for survey control.
 LC0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0167.See file dsdata.txt to determine how the superseded data were derived.
 LC0167
 LC0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK985442(NAD 83)
 LC0167_MARKER: DB = BENCH MARK DISK
 LC0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0167_SP_SET: BUILDING
 LC0167_STAMPING: F 173 1954
 LC0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0167
 LC0167  HISTORY     - Date     Condition        Report By
 LC0167  HISTORY     - 1954     MONUMENTED       CGS
 LC0167  HISTORY     - 1973     MARK NOT FOUND   NGS
 LC0167  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0167  HISTORY     - 20051207 MARK NOT FOUND   ILDT
 LC0167
 LC0167                          STATION DESCRIPTION
 LC0167
 LC0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0167'2.2 MI NE FROM URBANA.
 LC0167'ABOUT 2.15 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 LC0167'WABASH RAILROAD STATION AT URBANA, AT ILLINI AIRPORT, IN THE
 LC0167'TOP OF EAST END OF CONCRETE FOUNDATION OF SOUTH ENTRANCE TO A
 LC0167'LARGE METAL COVERED HANGAR, 9 FEET WEST OF SOUTHEAST CORNER OF
 LC0167'HANGAR AND ABOUT LEVEL WITH GROUND.
 LC0167
 LC0167                          STATION RECOVERY (1973)
 LC0167
 LC0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0167'MARK NOT FOUND.
 LC0167
 LC0167                          STATION RECOVERY (1986)
 LC0167
 LC0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0167'THERE IS A NEW CONCRETE FOUNDATION AT THE HANGAR.
 LC0167
 LC0167                          STATION RECOVERY (2005)
 LC0167
 LC0167'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MWC)
 LC0167'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0203 ***********************************************************************
 KB0203  DESIGNATION -  F 174
 KB0203  PID         -  KB0203
 KB0203  STATE/COUNTY-  IL/COLES
 KB0203  USGS QUAD   -  MATTOON EAST (1984)
 KB0203
 KB0203                         *CURRENT SURVEY CONTROL
 KB0203  ___________________________________________________________________
 KB0203* NAD 83(1986)-  39 24 09.     (N)    088 15 53.     (W)     SCALED    
 KB0203* NAVD 88     -       221.467  (meters)     726.60   (feet)  ADJUSTED  
 KB0203  ___________________________________________________________________
 KB0203  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0203  DYNAMIC HT  -         221.339 (meters)     726.18  (feet)  COMP
 KB0203  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 KB0203
 KB0203  VERT ORDER  -  FIRST     CLASS II
 KB0203
 KB0203.The horizontal coordinates were scaled from a topographic map and have
 KB0203.an estimated accuracy of +/- 6 seconds.
 KB0203
 KB0203.The orthometric height was determined by differential leveling
 KB0203.and adjusted by the National Geodetic Survey in June 1991..
 KB0203
 KB0203.The geoid height was determined by GEOID03.
 KB0203
 KB0203.The dynamic height is computed by dividing the NAVD 88
 KB0203.geopotential number by the normal gravity value computed on the
 KB0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0203.degrees latitude (g = 980.6199 gals.).
 KB0203
 KB0203.The modeled gravity was interpolated from observed gravity values.
 KB0203
 KB0203;                    North         East    Units  Estimated Accuracy
 KB0203;SPC IL E     -   303,660.      305,910.      MT  (+/- 180 meters Scaled)
 KB0203
 KB0203                          SUPERSEDED SURVEY CONTROL
 KB0203
 KB0203  NGVD 29 (??/??/92)  221.529  (m)          726.80   (f) ADJ UNCH    1 2
 KB0203
 KB0203.Superseded values are not recommended for survey control.
 KB0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0203.See file dsdata.txt to determine how the superseded data were derived.
 KB0203
 KB0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ911622(NAD 83)
 KB0203_MARKER: DB = BENCH MARK DISK
 KB0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0203_STAMPING: F 174 1956
 KB0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0203+STABILITY: SURFACE MOTION
 KB0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0203+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 KB0203
 KB0203  HISTORY     - Date     Condition        Report By
 KB0203  HISTORY     - 1956     MONUMENTED       CGS
 KB0203  HISTORY     - 1973     GOOD             NGS
 KB0203  HISTORY     - 20050302 GOOD             ILDT
 KB0203
 KB0203                          STATION DESCRIPTION
 KB0203
 KB0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0203'1.8 MI SE FROM LERNA.
 KB0203'ABOUT 1.75 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0203'FROM THE STATION AT LERNA, ABOUT 0.4 MILE SOUTHEAST OF MILE POST
 KB0203'P 127, AT A NORTH-SOUTH ROAD CROSSING, 33 1/2 FEET NORTHEAST
 KB0203'OF NORTHEAST RAIL, 27 FEET WEST OF CENTER LINE OF ROAD, 3.4 FEET
 KB0203'SOUTH-SOUTHWEST OF POWER POLE NO. 310 ON A NORTH-SOUTH POWER
 KB0203'LINE, 39 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 28 FEET
 KB0203'NORTH OF CROSSING SIGN, 50 FEET NORTH OF NORTHWEST END OF
 KB0203'A 15-INCH CLAY TILE PIPE CULVERT UNDER ROAD, 3 1/2 FEET
 KB0203'BELOW LEVEL OF TRACK, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 KB0203'OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0203
 KB0203                          STATION RECOVERY (1973)
 KB0203
 KB0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0203'RECOVERED IN GOOD CONDITION.
 KB0203
 KB0203                          STATION RECOVERY (2005)
 KB0203
 KB0203'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0203'TO REACH FROM THE INTERSECTION OF CR 150N AND 1110E, GO NORTH ALONG
 KB0203'1110E +- 0.4 MI TO MARK ON THE LEFT.  MARK IS 27' WEST OF CL OF ROAD,
 KB0203'5' SOUTHWEST OF POWER POLE 119, 1' EAST OF CROPLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0236 ***********************************************************************
 KB0236  DESIGNATION -  F 175
 KB0236  PID         -  KB0236
 KB0236  STATE/COUNTY-  IL/CUMBERLAND
 KB0236  USGS QUAD   -  GREENUP (1985)
 KB0236
 KB0236                         *CURRENT SURVEY CONTROL
 KB0236  ___________________________________________________________________
 KB0236* NAD 83(1986)-  39 14 21.     (N)    088 10 16.     (W)     SCALED    
 KB0236* NAVD 88     -       168.236  (meters)     551.95   (feet)  ADJUSTED  
 KB0236  ___________________________________________________________________
 KB0236  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0236  DYNAMIC HT  -         168.137 (meters)     551.63  (feet)  COMP
 KB0236  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 KB0236
 KB0236  VERT ORDER  -  FIRST     CLASS II
 KB0236
 KB0236.The horizontal coordinates were scaled from a topographic map and have
 KB0236.an estimated accuracy of +/- 6 seconds.
 KB0236
 KB0236.The orthometric height was determined by differential leveling
 KB0236.and adjusted by the National Geodetic Survey in June 1991..
 KB0236
 KB0236.The geoid height was determined by GEOID03.
 KB0236
 KB0236.The dynamic height is computed by dividing the NAVD 88
 KB0236.geopotential number by the normal gravity value computed on the
 KB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0236.degrees latitude (g = 980.6199 gals.).
 KB0236
 KB0236.The modeled gravity was interpolated from observed gravity values.
 KB0236
 KB0236;                    North         East    Units  Estimated Accuracy
 KB0236;SPC IL E     -   285,540.      314,010.      MT  (+/- 180 meters Scaled)
 KB0236
 KB0236                          SUPERSEDED SURVEY CONTROL
 KB0236
 KB0236  NGVD 29 (??/??/92)  168.295  (m)          552.15   (f) ADJ UNCH    1 2
 KB0236
 KB0236.Superseded values are not recommended for survey control.
 KB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0236.See file dsdata.txt to determine how the superseded data were derived.
 KB0236
 KB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ989439(NAD 83)
 KB0236_MARKER: DB = BENCH MARK DISK
 KB0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0236_SP_SET: PIER
 KB0236_STAMPING: F 175 1956
 KB0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0236
 KB0236  HISTORY     - Date     Condition        Report By
 KB0236  HISTORY     - 1956     MONUMENTED       CGS
 KB0236  HISTORY     - 1959     GOOD             NGS
 KB0236  HISTORY     - 1973     GOOD             NGS
 KB0236  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0236
 KB0236                          STATION DESCRIPTION
 KB0236
 KB0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KB0236'AT GREENUP.
 KB0236'AT GREENUP, ALONG THE ILLINOIS CENTRAL RAILROAD, 132 FEET NORTH
 KB0236'OF THE NORTH CORNER OF THE ILLINOIS CENTRAL RAILROAD STATION, AT
 KB0236'THE OVERPASS OF U.S. HIGHWAY 40 OVER THE TRACK, 99 FEET NORTHEAST
 KB0236'OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE ILLINOIS CENTRAL
 KB0236'RAILROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE SECOND PIER
 KB0236'NORTHEAST OF THE MAIN TRACK OF THE HIGHWAY OVERPASS, ABOUT 5 FEET
 KB0236'ABOVE THE LEVEL OF THE TRACK AND 2.2 FEET ABOVE GROUND.
 KB0236
 KB0236                          STATION RECOVERY (1973)
 KB0236
 KB0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0236'RECOVERED IN GOOD CONDITION.
 KB0236
 KB0236                          STATION RECOVERY (2005)
 KB0236
 KB0236'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0036 ***********************************************************************
 KB0036  DESIGNATION -  F 177
 KB0036  PID         -  KB0036
 KB0036  STATE/COUNTY-  IL/COLES
 KB0036  USGS QUAD   -  CHARLESTON NORTH (1982)
 KB0036
 KB0036                         *CURRENT SURVEY CONTROL
 KB0036  ___________________________________________________________________
 KB0036* NAD 83(1986)-  39 35 34.     (N)    088 08 23.     (W)     SCALED    
 KB0036* NAVD 88     -       204.269  (meters)     670.17   (feet)  ADJUSTED  
 KB0036  ___________________________________________________________________
 KB0036  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0036  DYNAMIC HT  -         204.156 (meters)     669.80  (feet)  COMP
 KB0036  MODELED GRAV-     980,068.6   (mgal)                       NAVD 88
 KB0036
 KB0036  VERT ORDER  -  FIRST     CLASS II
 KB0036
 KB0036.The horizontal coordinates were scaled from a topographic map and have
 KB0036.an estimated accuracy of +/- 6 seconds.
 KB0036
 KB0036.The orthometric height was determined by differential leveling
 KB0036.and adjusted by the National Geodetic Survey in June 1991..
 KB0036
 KB0036.The geoid height was determined by GEOID03.
 KB0036
 KB0036.The dynamic height is computed by dividing the NAVD 88
 KB0036.geopotential number by the normal gravity value computed on the
 KB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0036.degrees latitude (g = 980.6199 gals.).
 KB0036
 KB0036.The modeled gravity was interpolated from observed gravity values.
 KB0036
 KB0036;                    North         East    Units  Estimated Accuracy
 KB0036;SPC IL E     -   324,810.      316,630.      MT  (+/- 180 meters Scaled)
 KB0036
 KB0036                          SUPERSEDED SURVEY CONTROL
 KB0036
 KB0036  NGVD 29 (??/??/92)  204.344  (m)          670.42   (f) ADJ UNCH    1 2
 KB0036
 KB0036.Superseded values are not recommended for survey control.
 KB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0036.See file dsdata.txt to determine how the superseded data were derived.
 KB0036
 KB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ021831(NAD 83)
 KB0036_MARKER: DB = BENCH MARK DISK
 KB0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0036_STAMPING: F 177 1956
 KB0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0036+STABILITY: SURFACE MOTION
 KB0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0036+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 KB0036
 KB0036  HISTORY     - Date     Condition        Report By
 KB0036  HISTORY     - 1956     MONUMENTED       CGS
 KB0036  HISTORY     - 1973     GOOD             ILHD
 KB0036  HISTORY     - 20050303 GOOD             ILDT
 KB0036
 KB0036                          STATION DESCRIPTION
 KB0036
 KB0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0036'7.7 MI NE FROM CHARLESTON.
 KB0036'ABOUT 7.7 MILES NORTH AND NORTHEAST ALONG THE NEW YORK, CHICAGO
 KB0036'AND ST. LOUIS RAILROAD FROM THE FREIGHT STATION AT CHARLESTON,
 KB0036'ABOUT 7.75 MILES SOUTHWEST OF THE STATION AT OAKLAND, COLES
 KB0036'COUNTY, AT THE WEST SIDE OF VILLAGE OF BUSHTON, AT A NORTH-SOUTH
 KB0036'GRAVEL ROAD CROSSING, ACROSS TRACK FROM TELEPHONE POLE NO.
 KB0036'311/12, 76 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 57
 KB0036'FEET EAST OF CENTER LINE OF ROAD, SET VERTICALLY IN THE SOUTHWEST
 KB0036'FACE OF CONCRETE FOUNDATION OF A LARGE QUONSET TYPE GRAIN STORAGE
 KB0036'BUILDING, 2.7 FEET SOUTHEAST OF WEST CORNER OF BUILDING AND 2.2
 KB0036'FEET ABOVE GROUND.
 KB0036
 KB0036                          STATION RECOVERY (1973)
 KB0036
 KB0036'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0036'RECOVERED IN GOOD CONDITION.
 KB0036
 KB0036                          STATION RECOVERY (2005)
 KB0036
 KB0036'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1245 ***********************************************************************
 KA1245  DESIGNATION -  F 178
 KA1245  PID         -  KA1245
 KA1245  STATE/COUNTY-  IL/CLARK
 KA1245  USGS QUAD   -  DENNISON (1972)
 KA1245
 KA1245                         *CURRENT SURVEY CONTROL
 KA1245  ___________________________________________________________________
 KA1245* NAD 83(1986)-  39 27 41.     (N)    087 34 32.     (W)     SCALED    
 KA1245* NAVD 88     -       170.133  (meters)     558.18   (feet)  ADJUSTED  
 KA1245  ___________________________________________________________________
 KA1245  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KA1245  DYNAMIC HT  -         170.038 (meters)     557.87  (feet)  COMP
 KA1245  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 KA1245
 KA1245  VERT ORDER  -  FIRST     CLASS II
 KA1245
 KA1245.The horizontal coordinates were scaled from a topographic map and have
 KA1245.an estimated accuracy of +/- 6 seconds.
 KA1245
 KA1245.The orthometric height was determined by differential leveling
 KA1245.and adjusted by the National Geodetic Survey in June 1991..
 KA1245
 KA1245.The geoid height was determined by GEOID03.
 KA1245
 KA1245.The dynamic height is computed by dividing the NAVD 88
 KA1245.geopotential number by the normal gravity value computed on the
 KA1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1245.degrees latitude (g = 980.6199 gals.).
 KA1245
 KA1245.The modeled gravity was interpolated from observed gravity values.
 KA1245
 KA1245;                    North         East    Units  Estimated Accuracy
 KA1245;SPC IL E     -   310,470.      365,210.      MT  (+/- 180 meters Scaled)
 KA1245
 KA1245                          SUPERSEDED SURVEY CONTROL
 KA1245
 KA1245  NGVD 29 (??/??/92)  170.225  (m)          558.48   (f) ADJ UNCH    1 2
 KA1245
 KA1245.Superseded values are not recommended for survey control.
 KA1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1245.See file dsdata.txt to determine how the superseded data were derived.
 KA1245
 KA1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ504681(NAD 83)
 KA1245_MARKER: DB = BENCH MARK DISK
 KA1245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1245_SP_SET: BRIDGE
 KA1245_STAMPING: F 178 1956
 KA1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1245
 KA1245  HISTORY     - Date     Condition        Report By
 KA1245  HISTORY     - 1956     MONUMENTED       CGS
 KA1245  HISTORY     - 19981101 MARK NOT FOUND   USPSQD
 KA1245
 KA1245                          STATION DESCRIPTION
 KA1245
 KA1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1245'1.8 MI SW FROM FARRINGTON.
 KA1245'1.85 MILES SOUTHWEST ALONG THE MAIN LINE OF PENNSYLVANIA RAILROAD
 KA1245'FROM THE JUNCTION OF BRANCH LINE WHICH LEADS NORTHWEST THRU PARIS
 KA1245'AT FARRINGTON, ABOUT 1.3 MILES NORTHEAST OF ROAD CROSSING AT
 KA1245'DENNISON, IN SECTION 25, T. 12 N., R. 11 W., IN THE TOP OF WEST
 KA1245'CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 82/36 OVER CLEAR CREEK,
 KA1245'12 FEET SOUTH OF SOUTH RAIL AND ABOUT 1 FOOT BELOW LEVEL OF
 KA1245'TRACK.
 KA1245
 KA1245                          STATION RECOVERY (1998)
 KA1245
 KA1245'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1918 ***********************************************************************
 ME1918  DESIGNATION -  F 18
 ME1918  PID         -  ME1918
 ME1918  STATE/COUNTY-  IL/COOK
 ME1918  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1918
 ME1918                         *CURRENT SURVEY CONTROL
 ME1918  ___________________________________________________________________
 ME1918* NAD 83(1986)-  41 58 40.     (N)    087 40 28.     (W)     SCALED    
 ME1918* NAVD 88     -       185.697  (meters)     609.24   (feet)  ADJUSTED  
 ME1918  ___________________________________________________________________
 ME1918  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 ME1918  DYNAMIC HT  -         185.635 (meters)     609.04  (feet)  COMP
 ME1918  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 ME1918
 ME1918  VERT ORDER  -  FIRST     CLASS 0
 ME1918
 ME1918.The horizontal coordinates were scaled from a topographic map and have
 ME1918.an estimated accuracy of +/- 6 seconds.
 ME1918
 ME1918.The orthometric height was determined by differential leveling
 ME1918.and adjusted by the National Geodetic Survey in June 1991..
 ME1918
 ME1918.The geoid height was determined by GEOID03.
 ME1918
 ME1918.The dynamic height is computed by dividing the NAVD 88
 ME1918.geopotential number by the normal gravity value computed on the
 ME1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1918.degrees latitude (g = 980.6199 gals.).
 ME1918
 ME1918.The modeled gravity was interpolated from observed gravity values.
 ME1918
 ME1918;                    North         East    Units  Estimated Accuracy
 ME1918;SPC IL E     -   589,840.      354,610.      MT  (+/- 180 meters Scaled)
 ME1918
 ME1918                          SUPERSEDED SURVEY CONTROL
 ME1918
 ME1918  NGVD 29 (??/??/92)  185.796  (m)          609.57   (f) ADJ UNCH    1 0
 ME1918
 ME1918.Superseded values are not recommended for survey control.
 ME1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1918.See file dsdata.txt to determine how the superseded data were derived.
 ME1918
 ME1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM441475(NAD 83)
 ME1918_MARKER: DB = BENCH MARK DISK
 ME1918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1918_SP_SET: CULVERT
 ME1918_STAMPING: F 18 1934
 ME1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1918
 ME1918  HISTORY     - Date     Condition        Report By
 ME1918  HISTORY     - 1934     MONUMENTED       CGS
 ME1918  HISTORY     - 1947     GOOD             NGS
 ME1918  HISTORY     - 1971     GOOD             NGS
 ME1918  HISTORY     - 1973     GOOD             NGS
 ME1918  HISTORY     - 1977     GOOD             NGS
 ME1918  HISTORY     - 1987     GOOD             USPSQD
 ME1918  HISTORY     - 19961026 GOOD             USPSQD
 ME1918
 ME1918                          STATION DESCRIPTION
 ME1918
 ME1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1918'AT CHICAGO.
 ME1918'AT CHICAGO, COOK COUNTY, ON THE CHICAGO AND NORTH WESTERN
 ME1918'RAILWAY, 7 POLES NORTH OF MILEPOST 7, 5 POLES NORTH OF THE
 ME1918'STATION AT SUMMERDALE, AT THE BERWYN AVENUE PEDESTRIAN SUBWAY,
 ME1918'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL, 9
 ME1918'FEET EAST OF THE CENTERLINE OF THE EAST TRACK, AND ABOUT 1 FOOT
 ME1918'BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED F 18
 ME1918'1934.
 ME1918
 ME1918                          STATION RECOVERY (1971)
 ME1918
 ME1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1918'RECOVERED IN GOOD CONDITION.
 ME1918
 ME1918                          STATION RECOVERY (1973)
 ME1918
 ME1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1918'ABOUT 0.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 ME1918'THE ROSE HILL DRIVE UNDERPASS AND ENTRANCE TO THE ROSE HILL CEMETERY,
 ME1918'AT THE BERWYN AVENUE PEDESTRAIN UNDERPASS, 32 1/2 FEET NORTH OF THE
 ME1918'CENTER LINE OF BERWYN AVENUE, 7.0 FEET EAST OF THE EAST RAIL OF THE
 ME1918'EAST TRACK, AND IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 ME1918'HEADWALL.  A STANDARD DISK STAMPED F 18-1934.  SEC 7, T 40N, R 14E.
 ME1918
 ME1918                          STATION RECOVERY (1977)
 ME1918
 ME1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1918'RECOVERED IN GOOD CONDITION.
 ME1918
 ME1918                          STATION RECOVERY (1987)
 ME1918
 ME1918'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1918'RECOVERED IN GOOD CONDITION.
 ME1918
 ME1918                          STATION RECOVERY (1996)
 ME1918
 ME1918'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0244 ***********************************************************************
 KB0244  DESIGNATION -  F 181
 KB0244  PID         -  KB0244
 KB0244  STATE/COUNTY-  IL/CUMBERLAND
 KB0244  USGS QUAD   -  GREENUP (1985)
 KB0244
 KB0244                         *CURRENT SURVEY CONTROL
 KB0244  ___________________________________________________________________
 KB0244* NAD 83(1986)-  39 10 17.     (N)    088 09 14.     (W)     SCALED    
 KB0244* NAVD 88     -       167.095  (meters)     548.21   (feet)  ADJUSTED  
 KB0244  ___________________________________________________________________
 KB0244  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0244  DYNAMIC HT  -         166.996 (meters)     547.89  (feet)  COMP
 KB0244  MODELED GRAV-     980,033.5   (mgal)                       NAVD 88
 KB0244
 KB0244  VERT ORDER  -  FIRST     CLASS II
 KB0244
 KB0244.The horizontal coordinates were scaled from a topographic map and have
 KB0244.an estimated accuracy of +/- 6 seconds.
 KB0244
 KB0244.The orthometric height was determined by differential leveling
 KB0244.and adjusted by the National Geodetic Survey in June 1991..
 KB0244
 KB0244.The geoid height was determined by GEOID03.
 KB0244
 KB0244.The dynamic height is computed by dividing the NAVD 88
 KB0244.geopotential number by the normal gravity value computed on the
 KB0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0244.degrees latitude (g = 980.6199 gals.).
 KB0244
 KB0244.The modeled gravity was interpolated from observed gravity values.
 KB0244
 KB0244;                    North         East    Units  Estimated Accuracy
 KB0244;SPC IL E     -   278,020.      315,510.      MT  (+/- 180 meters Scaled)
 KB0244
 KB0244                          SUPERSEDED SURVEY CONTROL
 KB0244
 KB0244  NGVD 29 (??/??/92)  167.159  (m)          548.42   (f) ADJ UNCH    1 2
 KB0244
 KB0244.Superseded values are not recommended for survey control.
 KB0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0244.See file dsdata.txt to determine how the superseded data were derived.
 KB0244
 KB0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ003364(NAD 83)
 KB0244_MARKER: DB = BENCH MARK DISK
 KB0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KB0244_SP_SET: 18 FEET
 KB0244_STAMPING: F 181 1956
 KB0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0244
 KB0244  HISTORY     - Date     Condition        Report By
 KB0244  HISTORY     - 1956     MONUMENTED       CGS
 KB0244  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0244
 KB0244                          STATION DESCRIPTION
 KB0244
 KB0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0244'1.1 MI N FROM HIDALGO.
 KB0244'ABOUT 1.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0244'THE MAIN EAST-WEST STREET CROSSING AT HIDALGO, ABOUT 0.1 MILE
 KB0244'NORTH OF NORTH END OF HIDALGO CEMETERY, NEAR THE
 KB0244'CUMBERLAND-JASPER COUNTY LINE, 29.3 FEET WEST OF WEST RAIL, 7
 KB0244'FEET SOUTH OF A MULTIPLE TRUNK ELM TREE WHICH IS IN R/W FENCE
 KB0244'LINE, 7 FEET NORTH OF A T FENCE CORNER (FENCE EXTENDING WEST
 KB0244'ALONG THE COUNTY LINE), 1 1/4 FEET EAST OF A FENCE LINE, 2 FEET
 KB0244'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF
 KB0244'TRACK AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 KB0244'PROJECTING 1 INCH AND PROTECTD BY A 4-INCH TILE WHICH PROJECTS 2
 KB0244'INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 18-FEET.
 KB0244
 KB0244                          STATION RECOVERY (2005)
 KB0244
 KB0244'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1324 ***********************************************************************
 KA1324  DESIGNATION -  F 182
 KA1324  PID         -  KA1324
 KA1324  STATE/COUNTY-  IL/CRAWFORD
 KA1324  USGS QUAD   -  MEROM (1986)
 KA1324
 KA1324                         *CURRENT SURVEY CONTROL
 KA1324  ___________________________________________________________________
 KA1324* NAD 83(1986)-  39 01 46.     (N)    087 36 41.     (W)     SCALED    
 KA1324* NAVD 88     -       137.372  (meters)     450.69   (feet)  ADJUSTED  
 KA1324  ___________________________________________________________________
 KA1324  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KA1324  DYNAMIC HT  -         137.291 (meters)     450.43  (feet)  COMP
 KA1324  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 KA1324
 KA1324  VERT ORDER  -  FIRST     CLASS II
 KA1324
 KA1324.The horizontal coordinates were scaled from a topographic map and have
 KA1324.an estimated accuracy of +/- 6 seconds.
 KA1324
 KA1324.The orthometric height was determined by differential leveling
 KA1324.and adjusted by the National Geodetic Survey in June 1991..
 KA1324
 KA1324.The geoid height was determined by GEOID03.
 KA1324
 KA1324.The dynamic height is computed by dividing the NAVD 88
 KA1324.geopotential number by the normal gravity value computed on the
 KA1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1324.degrees latitude (g = 980.6199 gals.).
 KA1324
 KA1324.The modeled gravity was interpolated from observed gravity values.
 KA1324
 KA1324;                    North         East    Units  Estimated Accuracy
 KA1324;SPC IL E     -   262,500.      362,510.      MT  (+/- 180 meters Scaled)
 KA1324
 KA1324                          SUPERSEDED SURVEY CONTROL
 KA1324
 KA1324  NGVD 29 (??/??/92)  137.504  (m)          451.13   (f) ADJ UNCH    1 2
 KA1324
 KA1324.Superseded values are not recommended for survey control.
 KA1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1324.See file dsdata.txt to determine how the superseded data were derived.
 KA1324
 KA1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ470202(NAD 83)
 KA1324_MARKER: DB = BENCH MARK DISK
 KA1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1324_STAMPING: F 182 1956
 KA1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1324+STABILITY: SURFACE MOTION
 KA1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1324+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1999
 KA1324
 KA1324  HISTORY     - Date     Condition        Report By
 KA1324  HISTORY     - 1956     MONUMENTED       CGS
 KA1324  HISTORY     - 19990503 GOOD             CMT
 KA1324
 KA1324                          STATION DESCRIPTION
 KA1324
 KA1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1324'1.8 MI N FROM PALESTINE.
 KA1324'1.8 MILES NORTH ALONG LINCOLN NATIONAL MEMORIAL HIGHWAY FROM THE
 KA1324'ILLINOIS CENTRAL RAILROAD FREIGHT STATION AT PALESTINE, AT THE
 KA1324'JUNCTION OF A ROAD EAST, 25 FEET EAST OF CENTER LINE OF HIGHWAY,
 KA1324'149 FEET SOUTH-SOUTHWEST AND ACROSS ROAD EAST FROM THE SOUTHWEST
 KA1324'CORNER OF HORACE WALKER RESIDENCE, 80 FEET SOUTH OF CENTER
 KA1324'LINE OF ROAD EAST, 49 FEET SOUTH OF A POWER POLE, 32 FEET SOUTH
 KA1324'OF A 24-INCH MAPLE TREE, 2 FEET NORTH OF A FENCE CORNER, ABOUT 1
 KA1324'FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KA1324'POST PROJECTING 2 INCHES.
 KA1324
 KA1324                          STATION RECOVERY (1999)
 KA1324
 KA1324'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 1999 (KWS)
 KA1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1294 ***********************************************************************
 KA1294  DESIGNATION -  F 183
 KA1294  PID         -  KA1294
 KA1294  STATE/COUNTY-  IL/CLARK
 KA1294  USGS QUAD   -  FAIRBANKS (1977)
 KA1294
 KA1294                         *CURRENT SURVEY CONTROL
 KA1294  ___________________________________________________________________
 KA1294* NAD 83(1986)-  39 13 35.     (N)    087 35 01.     (W)     SCALED    
 KA1294* NAVD 88     -       139.712  (meters)     458.37   (feet)  ADJUSTED  
 KA1294  ___________________________________________________________________
 KA1294  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KA1294  DYNAMIC HT  -         139.631 (meters)     458.11  (feet)  COMP
 KA1294  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 KA1294
 KA1294  VERT ORDER  -  FIRST     CLASS II
 KA1294
 KA1294.The horizontal coordinates were scaled from a topographic map and have
 KA1294.an estimated accuracy of +/- 6 seconds.
 KA1294
 KA1294.The orthometric height was determined by differential leveling
 KA1294.and adjusted by the National Geodetic Survey in June 1991..
 KA1294
 KA1294.The geoid height was determined by GEOID03.
 KA1294
 KA1294.The dynamic height is computed by dividing the NAVD 88
 KA1294.geopotential number by the normal gravity value computed on the
 KA1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1294.degrees latitude (g = 980.6199 gals.).
 KA1294
 KA1294.The modeled gravity was interpolated from observed gravity values.
 KA1294
 KA1294;                    North         East    Units  Estimated Accuracy
 KA1294;SPC IL E     -   284,380.      364,740.      MT  (+/- 180 meters Scaled)
 KA1294
 KA1294                          SUPERSEDED SURVEY CONTROL
 KA1294
 KA1294  NGVD 29 (??/??/92)  139.830  (m)          458.76   (f) ADJ UNCH    1 2
 KA1294
 KA1294.Superseded values are not recommended for survey control.
 KA1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1294.See file dsdata.txt to determine how the superseded data were derived.
 KA1294
 KA1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ496420(NAD 83)
 KA1294_MARKER: DB = BENCH MARK DISK
 KA1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1294_STAMPING: F 183 1956
 KA1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1294+STABILITY: SURFACE MOTION
 KA1294
 KA1294  HISTORY     - Date     Condition        Report By
 KA1294  HISTORY     - 1956     MONUMENTED       CGS
 KA1294  HISTORY     - 20050210 MARK NOT FOUND   ILDT
 KA1294
 KA1294                          STATION DESCRIPTION
 KA1294
 KA1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1294'6.8 MI NE FROM YORK.
 KA1294'3.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT YORK,
 KA1294'THENCE ABOUT 2.65 MILES EAST ALONG A BLACK TOP AND GRAVEL ROAD,
 KA1294'THENCE ABOUT 1.0 MILE NORTHEAST AND NORTH ALONG A GRAVEL ROAD, ABOUT
 KA1294'0.25 MILE SOUTH OF JUNCTION OF A ROAD LEADING WEST, 32 FEET WEST
 KA1294'OF CENTER LINE OF ROAD, 95 FEET NORTH OF CENTER LINE OF A DRIVE
 KA1294'WAY LEADING WEST, 43 1/2 FEET EAST OF SOUTHEAST CORNER OF AN
 KA1294'ABANDONED TWO-STORY BRICK HOUSE, 24 FEET SOUTH OF A 12-INCH CEDAR
 KA1294'TREE, 9 FEET NORTHEAST OF AN 18-INCH BLACK LOCUST TREE, 2 FEET
 KA1294'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL
 KA1294'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA1294'NOTE-- MARK MAY BE REACHED FROM THE CEMETERY AT DARWIN, CLARK
 KA1294'COUNTY, BY GOING ABOUT 3.1 MILES SOUTH AND SOUTHEAST ALONG A
 KA1294'GRAVEL ROAD TO A CROSSROAD, THENCE ABOUT 2.1 MILES EAST AND SOUTH
 KA1294'ALONG A GRAVEL ROAD.
 KA1294
 KA1294                          STATION RECOVERY (2005)
 KA1294
 KA1294'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1480 ***********************************************************************
 KA1480  DESIGNATION -  F 184
 KA1480  PID         -  KA1480
 KA1480  STATE/COUNTY-  IL/DOUGLAS
 KA1480  USGS QUAD   -  BROCTON (1982)
 KA1480
 KA1480                         *CURRENT SURVEY CONTROL
 KA1480  ___________________________________________________________________
 KA1480* NAD 83(1986)-  39 44 41.     (N)    087 59 11.     (W)     SCALED    
 KA1480* NAVD 88     -       204.842  (meters)     672.05   (feet)  ADJUSTED  
 KA1480  ___________________________________________________________________
 KA1480  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1480  DYNAMIC HT  -         204.732 (meters)     671.69  (feet)  COMP
 KA1480  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 KA1480
 KA1480  VERT ORDER  -  FIRST     CLASS II
 KA1480
 KA1480.The horizontal coordinates were scaled from a topographic map and have
 KA1480.an estimated accuracy of +/- 6 seconds.
 KA1480
 KA1480.The orthometric height was determined by differential leveling
 KA1480.and adjusted by the National Geodetic Survey in June 1991..
 KA1480
 KA1480.The geoid height was determined by GEOID03.
 KA1480
 KA1480.The dynamic height is computed by dividing the NAVD 88
 KA1480.geopotential number by the normal gravity value computed on the
 KA1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1480.degrees latitude (g = 980.6199 gals.).
 KA1480
 KA1480.The modeled gravity was interpolated from observed gravity values.
 KA1480
 KA1480;                    North         East    Units  Estimated Accuracy
 KA1480;SPC IL E     -   341,720.      329,740.      MT  (+/- 180 meters Scaled)
 KA1480
 KA1480                          SUPERSEDED SURVEY CONTROL
 KA1480
 KA1480  NGVD 29 (??/??/92)  204.922  (m)          672.31   (f) ADJ UNCH    1 2
 KA1480
 KA1480.Superseded values are not recommended for survey control.
 KA1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1480.See file dsdata.txt to determine how the superseded data were derived.
 KA1480
 KA1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ154998(NAD 83)
 KA1480_MARKER: DB = BENCH MARK DISK
 KA1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1480_STAMPING: F 184 1956
 KA1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1480+STABILITY: SURFACE MOTION
 KA1480
 KA1480  HISTORY     - Date     Condition        Report By
 KA1480  HISTORY     - 1956     MONUMENTED       CGS
 KA1480
 KA1480                          STATION DESCRIPTION
 KA1480
 KA1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1480'7.1 MI NE FROM OAKLAND.
 KA1480'ABOUT 2.65 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1480'LOUIS RAILROAD FROM THE STATION AT OAKLAND, THENCE ABOUT 4.45
 KA1480'MILES NORTH ALONG A GRAVEL ROAD, AT BROCTON AIRPORT, IN SECTION
 KA1480'16, T. 15 N., R. 14 W., 22 FEET EAST OF CENTER LINE OF NORTH-SOUTH
 KA1480'ROAD, 121 FEET NORTH OF CENTER LINE OF A DIRT ROAD EAST, 66 FEET
 KA1480'NORTHWEST OF NORTHWEST CORNER OF HANGAR, 4 1/2 FEET SOUTH OF A
 KA1480'POWER POLE WITH A TRANSFORMER, 2 FEET SOUTH OF A WHITE WOODEN
 KA1480'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP
 KA1480'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0029 ***********************************************************************
 NH0029  DESIGNATION -  F 19
 NH0029  PID         -  NH0029
 NH0029  STATE/COUNTY-  IL/KANE
 NH0029  USGS QUAD   -  ELGIN (1992)
 NH0029
 NH0029                         *CURRENT SURVEY CONTROL
 NH0029  ___________________________________________________________________
 NH0029* NAD 83(1986)-  42 02 11.     (N)    088 17 15.     (W)     SCALED    
 NH0029* NAVD 88     -       219.284  (meters)     719.43   (feet)  ADJUSTED  
 NH0029  ___________________________________________________________________
 NH0029  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0029  DYNAMIC HT  -         219.209 (meters)     719.19  (feet)  COMP
 NH0029  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 NH0029
 NH0029  VERT ORDER  -  FIRST     CLASS I
 NH0029
 NH0029.The horizontal coordinates were scaled from a topographic map and have
 NH0029.an estimated accuracy of +/- 6 seconds.
 NH0029
 NH0029.The orthometric height was determined by differential leveling
 NH0029.and adjusted by the National Geodetic Survey in June 1991..
 NH0029
 NH0029.The geoid height was determined by GEOID03.
 NH0029
 NH0029.The dynamic height is computed by dividing the NAVD 88
 NH0029.geopotential number by the normal gravity value computed on the
 NH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0029.degrees latitude (g = 980.6199 gals.).
 NH0029
 NH0029.The modeled gravity was interpolated from observed gravity values.
 NH0029
 NH0029;                    North         East    Units  Estimated Accuracy
 NH0029;SPC IL E     -   596,150.      303,800.      MT  (+/- 180 meters Scaled)
 NH0029
 NH0029                          SUPERSEDED SURVEY CONTROL
 NH0029
 NH0029  NGVD 29 (??/??/92)  219.364  (m)          719.70   (f) ADJ UNCH    1 1
 NH0029
 NH0029.Superseded values are not recommended for survey control.
 NH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0029.See file dsdata.txt to determine how the superseded data were derived.
 NH0029
 NH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM934546(NAD 83)
 NH0029_MARKER: DB = BENCH MARK DISK
 NH0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0029_SP_SET: BUILDING
 NH0029_STAMPING: F 19 1934 719.667
 NH0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0029
 NH0029  HISTORY     - Date     Condition        Report By
 NH0029  HISTORY     - 1934     MONUMENTED       CGS
 NH0029  HISTORY     - 1969     GOOD             NGS
 NH0029  HISTORY     - 1987     GOOD             USPSQD
 NH0029  HISTORY     - 1988     GOOD             USPSQD
 NH0029  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH0029
 NH0029                          STATION DESCRIPTION
 NH0029
 NH0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0029'0.2 MI SW FROM ELGIN.
 NH0029'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 20 BUSINESS ROUTE
 NH0029'WHICH IS W. HIGHLAND AVENUE FROM THE POST OFFICE AT ELGIN, THENCE
 NH0029'0.1 MILE SOUTHEAST ALONG SOUTH STATE STREET, 15 FEET NORTHWEST
 NH0029'OF THE NORTHWEST CURB OF SOUTH STATE STREET, 155 FEET SOUTHEAST
 NH0029'OF THE SOUTHEAST CURB OF W. CHICAGO STREET, SET VERTICALLY IN
 NH0029'THE NORTHEAST STONE FACE OF THE BRETHERN BUILDING WHICH IS
 NH0029'OCCUPIED BY SEVERAL DIFFERENT BUSINESSES, 0.6 FOOT SOUTHEAST OF
 NH0029'THE NORTH CORNER OF THE BUILDING, 2.7 FEET ABOVE THE LEVEL OF
 NH0029'THE SIDEWALK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE STREET.
 NH0029'SEC 14, T41N, R8E.
 NH0029
 NH0029                          STATION RECOVERY (1987)
 NH0029
 NH0029'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0029'RECOVERED IN GOOD CONDITION.
 NH0029
 NH0029                          STATION RECOVERY (1988)
 NH0029
 NH0029'RECOVERY NOTE BY US POWER SQUADRON 1988 (ERW)
 NH0029'RECOVERED IN GOOD CONDITION.
 NH0029
 NH0029                          STATION RECOVERY (1998)
 NH0029
 NH0029'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0272 ***********************************************************************
 MG0272  DESIGNATION -  F 190
 MG0272  PID         -  MG0272
 MG0272  STATE/COUNTY-  IL/HENRY
 MG0272  USGS QUAD   -  GENESEO (1991)
 MG0272
 MG0272                         *CURRENT SURVEY CONTROL
 MG0272  ___________________________________________________________________
 MG0272* NAD 83(1986)-  41 26 11.     (N)    090 10 57.     (W)     SCALED    
 MG0272* NAVD 88     -       212.239  (meters)     696.32   (feet)  ADJUSTED  
 MG0272  ___________________________________________________________________
 MG0272  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MG0272  DYNAMIC HT  -         212.155 (meters)     696.05  (feet)  COMP
 MG0272  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MG0272
 MG0272  VERT ORDER  -  SECOND    CLASS 0
 MG0272
 MG0272.The horizontal coordinates were scaled from a topographic map and have
 MG0272.an estimated accuracy of +/- 6 seconds.
 MG0272
 MG0272.The orthometric height was determined by differential leveling
 MG0272.and adjusted by the National Geodetic Survey in June 1991..
 MG0272
 MG0272.The geoid height was determined by GEOID03.
 MG0272
 MG0272.The dynamic height is computed by dividing the NAVD 88
 MG0272.geopotential number by the normal gravity value computed on the
 MG0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0272.degrees latitude (g = 980.6199 gals.).
 MG0272
 MG0272.The modeled gravity was interpolated from observed gravity values.
 MG0272
 MG0272;                    North         East    Units  Estimated Accuracy
 MG0272;SPC IL W     -   529,490.      698,680.      MT  (+/- 180 meters Scaled)
 MG0272
 MG0272                          SUPERSEDED SURVEY CONTROL
 MG0272
 MG0272  NGVD 29 (??/??/92)  212.321  (m)          696.59   (f) ADJ UNCH    2 0
 MG0272
 MG0272.Superseded values are not recommended for survey control.
 MG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0272.See file dsdata.txt to determine how the superseded data were derived.
 MG0272
 MG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF353910(NAD 83)
 MG0272_MARKER: DB = BENCH MARK DISK
 MG0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0272_STAMPING: F 190 1959
 MG0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0272+STABILITY: SURFACE MOTION
 MG0272
 MG0272  HISTORY     - Date     Condition        Report By
 MG0272  HISTORY     - 1959     MONUMENTED       CGS
 MG0272  HISTORY     - 19880401 MARK NOT FOUND   USPSQD
 MG0272
 MG0272                          STATION DESCRIPTION
 MG0272
 MG0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0272'1.9 MI SW FROM GENESEO.
 MG0272'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0272'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0272'0.75 MILES SOUTH ALONG BLACKTOP ROAD, ABOUT 0.15 MILES SOUTH OF
 MG0272'A FARM HOUSE, ABOUT 0.15 MILES NORTH OF A FARM HOUSE, AT A
 MG0272'T-FENCE CORNER, 27.5 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MG0272'2.9 FEET SOUTHEAST OF THE FENCE CORNER, 2.9 FEET
 MG0272'SOUTH-SOUTHEAST OF A POWER POLE, 2.5 FEET NORTH-NORTHEAST
 MG0272'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MG0272'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 MG0272
 MG0272                          STATION RECOVERY (1988)
 MG0272
 MG0272'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1013 ***********************************************************************
 MF1013  DESIGNATION -  F 191
 MF1013  PID         -  MF1013
 MF1013  STATE/COUNTY-  IL/BUREAU
 MF1013  USGS QUAD   -  MINERAL (1983)
 MF1013
 MF1013                         *CURRENT SURVEY CONTROL
 MF1013  ___________________________________________________________________
 MF1013* NAD 83(1986)-  41 23 11.     (N)    089 47 58.     (W)     SCALED    
 MF1013* NAVD 88     -       191.623  (meters)     628.68   (feet)  ADJUSTED  
 MF1013  ___________________________________________________________________
 MF1013  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1013  DYNAMIC HT  -         191.546 (meters)     628.43  (feet)  COMP
 MF1013  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 MF1013
 MF1013  VERT ORDER  -  SECOND    CLASS 0
 MF1013
 MF1013.The horizontal coordinates were scaled from a topographic map and have
 MF1013.an estimated accuracy of +/- 6 seconds.
 MF1013
 MF1013.The orthometric height was determined by differential leveling
 MF1013.and adjusted by the National Geodetic Survey in June 1991..
 MF1013
 MF1013.The geoid height was determined by GEOID03.
 MF1013
 MF1013.The dynamic height is computed by dividing the NAVD 88
 MF1013.geopotential number by the normal gravity value computed on the
 MF1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1013.degrees latitude (g = 980.6199 gals.).
 MF1013
 MF1013.The modeled gravity was interpolated from observed gravity values.
 MF1013
 MF1013;                    North         East    Units  Estimated Accuracy
 MF1013;SPC IL W     -   524,000.      730,710.      MT  (+/- 180 meters Scaled)
 MF1013
 MF1013                          SUPERSEDED SURVEY CONTROL
 MF1013
 MF1013  NGVD 29 (??/??/92)  191.701  (m)          628.94   (f) ADJ UNCH    2 0
 MF1013
 MF1013.Superseded values are not recommended for survey control.
 MF1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1013.See file dsdata.txt to determine how the superseded data were derived.
 MF1013
 MF1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL659854(NAD 83)
 MF1013_MARKER: DB = BENCH MARK DISK
 MF1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1013_SP_SET: ABUTMENT
 MF1013_STAMPING: F 191 1959
 MF1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1013
 MF1013  HISTORY     - Date     Condition        Report By
 MF1013  HISTORY     - 1959     MONUMENTED       CGS
 MF1013  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF1013  HISTORY     - 19960412 MARK NOT FOUND   USPSQD
 MF1013  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF1013
 MF1013                          STATION DESCRIPTION
 MF1013
 MF1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1013'3 MI NE FROM MINERAL.
 MF1013'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1013'ROCK ISLAND AND PACIFIC RAILWAY STATION AT MINERAL, THENCE 0.85
 MF1013'MILE NORTH ALONG BLACKTOP ROAD, SET IN THE TOP OF THE EAST END
 MF1013'OF THE SOUTH ABUTMENT OF A 90-FOOT STEEL BRIDGE, 10 FEET EAST OF
 MF1013'THE CENTER LINE OF THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE
 MF1013'ROAD.
 MF1013
 MF1013                          STATION RECOVERY (1979)
 MF1013
 MF1013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF1013'MARK NOT FOUND.
 MF1013
 MF1013                          STATION RECOVERY (1996)
 MF1013
 MF1013'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1013'MARK NOT FOUND.
 MF1013
 MF1013                          STATION RECOVERY (2001)
 MF1013
 MF1013'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1014 ***********************************************************************
 MF1014  DESIGNATION -  F 191 RESET 1962
 MF1014  PID         -  MF1014
 MF1014  STATE/COUNTY-  IL/BUREAU
 MF1014  USGS QUAD   -  MINERAL (1983)
 MF1014
 MF1014                         *CURRENT SURVEY CONTROL
 MF1014  ___________________________________________________________________
 MF1014* NAD 83(1986)-  41 23 11.     (N)    089 47 58.     (W)     SCALED    
 MF1014* NAVD 88     -       190.97   (meters)     626.5    (feet)  RESET     
 MF1014  ___________________________________________________________________
 MF1014  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1014
 MF1014  VERT ORDER  -  THIRD
 MF1014
 MF1014.The horizontal coordinates were scaled from a topographic map and have
 MF1014.an estimated accuracy of +/- 6 seconds.
 MF1014
 MF1014.The orthometric height was computed from unverified reset data.
 MF1014
 MF1014.The geoid height was determined by GEOID03.
 MF1014
 MF1014;                    North         East    Units  Estimated Accuracy
 MF1014;SPC IL W     -   524,000.      730,710.      MT  (+/- 180 meters Scaled)
 MF1014
 MF1014                          SUPERSEDED SURVEY CONTROL
 MF1014
 MF1014.No superseded survey control is available for this station.
 MF1014
 MF1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL659854(NAD 83)
 MF1014_MARKER: DD = SURVEY DISK
 MF1014_SETTING: 0 = UNSPECIFIED SETTING
 MF1014_STAMPING: F 191 RESET 1962
 MF1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1014
 MF1014  HISTORY     - Date     Condition        Report By
 MF1014  HISTORY     - 1962     MONUMENTED       ILDPW
 MF1014  HISTORY     - 1964     GOOD             NGS
 MF1014
 MF1014                          STATION DESCRIPTION
 MF1014
 MF1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MF1014'3 MI NE FROM MINERAL.
 MF1014'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO, ROCK
 MF1014'ISLAND AND PACIFIC RAILWAY STATION AT MINERAL, THENCE 0.85 MILES
 MF1014'NORTH ALONG BLACKTOP ROAD, SET NEAR FENCE CORNER, 125 FEET EAST
 MF1014'OF THE CENTERLINE OF THE ROAD, ABOUT 20 FEET BELOW THE LEVEL OF
 MF1014'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1101 ***********************************************************************
 MF1101  DESIGNATION -  F 192
 MF1101  PID         -  MF1101
 MF1101  STATE/COUNTY-  IL/BUREAU
 MF1101  USGS QUAD   -  BUDA NE (1983)
 MF1101
 MF1101                         *CURRENT SURVEY CONTROL
 MF1101  ___________________________________________________________________
 MF1101* NAD 83(1986)-  41 23 38.     (N)    089 30 08.     (W)     SCALED    
 MF1101* NAVD 88     -       203.358  (meters)     667.18   (feet)  ADJUSTED  
 MF1101  ___________________________________________________________________
 MF1101  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF1101  DYNAMIC HT  -         203.276 (meters)     666.91  (feet)  COMP
 MF1101  MODELED GRAV-     980,211.9   (mgal)                       NAVD 88
 MF1101
 MF1101  VERT ORDER  -  SECOND    CLASS 0
 MF1101
 MF1101.The horizontal coordinates were scaled from a topographic map and have
 MF1101.an estimated accuracy of +/- 6 seconds.
 MF1101
 MF1101.The orthometric height was determined by differential leveling
 MF1101.and adjusted by the National Geodetic Survey in June 1991..
 MF1101
 MF1101.The geoid height was determined by GEOID03.
 MF1101
 MF1101.The dynamic height is computed by dividing the NAVD 88
 MF1101.geopotential number by the normal gravity value computed on the
 MF1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1101.degrees latitude (g = 980.6199 gals.).
 MF1101
 MF1101.The modeled gravity was interpolated from observed gravity values.
 MF1101
 MF1101;                    North         East    Units  Estimated Accuracy
 MF1101;SPC IL W     -   524,980.      755,570.      MT  (+/- 180 meters Scaled)
 MF1101
 MF1101                          SUPERSEDED SURVEY CONTROL
 MF1101
 MF1101  NGVD 29 (??/??/92)  203.437  (m)          667.44   (f) ADJ UNCH    2 0
 MF1101
 MF1101.Superseded values are not recommended for survey control.
 MF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1101.See file dsdata.txt to determine how the superseded data were derived.
 MF1101
 MF1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL908855(NAD 83)
 MF1101_MARKER: DB = BENCH MARK DISK
 MF1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1101_STAMPING: F 192 1959
 MF1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1101+STABILITY: SURFACE MOTION
 MF1101
 MF1101  HISTORY     - Date     Condition        Report By
 MF1101  HISTORY     - 1959     MONUMENTED       CGS
 MF1101  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF1101  HISTORY     - 20010425 MARK NOT FOUND   USPSQD
 MF1101  HISTORY     - 20051005 MARK NOT FOUND   USPSQD
 MF1101
 MF1101                          STATION DESCRIPTION
 MF1101
 MF1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1101'3.4 MI NW FROM PRINCETON.
 MF1101'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST
 MF1101'OFFICE AT PRINCETON, THENCE 1.9 MILES WEST ALONG A BLACKTOP
 MF1101'ROAD, NEAR A FARM HOUSE NORTH OF THE ROAD, 34 FEET SOUTH
 MF1101'OF THE CENTER LINE OF THE ROAD, 57 1/2 FEET EAST OF POWER POLE
 MF1101'WITH TRANSFORMER, 21 FEET NORTHWEST OF CENTER LINE OF DRIVEWAY
 MF1101'SOUTHWEST TO THE FARM HOUSE, 1 1/2 FEET NORTH OF A FENCE LINE,
 MF1101'8 1/2 FEET WEST OF THE NORTHWEST END OF A METAL GATE, 2.5 FEET
 MF1101'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET
 MF1101'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MF1101
 MF1101                          STATION RECOVERY (1996)
 MF1101
 MF1101'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1101'MARK NOT FOUND.
 MF1101
 MF1101                          STATION RECOVERY (2001)
 MF1101
 MF1101'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1101'MARK NOT FOUND.
 MF1101
 MF1101                          STATION RECOVERY (2005)
 MF1101
 MF1101'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0913 ***********************************************************************
 MF0913  DESIGNATION -  F 193
 MF0913  PID         -  MF0913
 MF0913  STATE/COUNTY-  IL/BUREAU
 MF0913  USGS QUAD   -  SPRING VALLEY (1979)
 MF0913
 MF0913                         *CURRENT SURVEY CONTROL
 MF0913  ___________________________________________________________________
 MF0913* NAD 83(1986)-  41 22 13.     (N)    089 14 27.     (W)     SCALED    
 MF0913* NAVD 88     -       189.976  (meters)     623.28   (feet)  ADJUSTED  
 MF0913  ___________________________________________________________________
 MF0913  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0913  DYNAMIC HT  -         189.900 (meters)     623.03  (feet)  COMP
 MF0913  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 MF0913
 MF0913  VERT ORDER  -  SECOND    CLASS 0
 MF0913
 MF0913.The horizontal coordinates were scaled from a topographic map and have
 MF0913.an estimated accuracy of +/- 6 seconds.
 MF0913
 MF0913.The orthometric height was determined by differential leveling
 MF0913.and adjusted by the National Geodetic Survey in June 1991..
 MF0913
 MF0913.The geoid height was determined by GEOID03.
 MF0913
 MF0913.The dynamic height is computed by dividing the NAVD 88
 MF0913.geopotential number by the normal gravity value computed on the
 MF0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0913.degrees latitude (g = 980.6199 gals.).
 MF0913
 MF0913.The modeled gravity was interpolated from observed gravity values.
 MF0913
 MF0913;                    North         East    Units  Estimated Accuracy
 MF0913;SPC IL W     -   522,560.      777,450.      MT  (+/- 180 meters Scaled)
 MF0913
 MF0913                          SUPERSEDED SURVEY CONTROL
 MF0913
 MF0913  NGVD 29 (??/??/92)  190.055  (m)          623.54   (f) ADJ UNCH    2 0
 MF0913
 MF0913.Superseded values are not recommended for survey control.
 MF0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0913.See file dsdata.txt to determine how the superseded data were derived.
 MF0913
 MF0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL125822(NAD 83)
 MF0913_MARKER: DB = BENCH MARK DISK
 MF0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0913_SP_SET: CULVERT
 MF0913_STAMPING: F 193 1959
 MF0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0913
 MF0913  HISTORY     - Date     Condition        Report By
 MF0913  HISTORY     - 1959     MONUMENTED       CGS
 MF0913  HISTORY     - 19960406 MARK NOT FOUND   USPSQD
 MF0913  HISTORY     - 20010606 MARK NOT FOUND   USPSQD
 MF0913  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 MF0913
 MF0913                          STATION DESCRIPTION
 MF0913
 MF0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0913'4.6 MI NW FROM SPRING VALLEY.
 MF0913'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MF0913'WITH STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 0.45 MILES NORTH
 MF0913'ALONG A GRAVEL ROAD, SET IN THE TOP OF THE SOUTH END OF THE
 MF0913'EAST HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT, 14 FEET EAST
 MF0913'OF THE CENTER LINE OF THE GRAVEL ROAD, ABOUT 1 FOOT BELOW THE
 MF0913'LEVEL OF THE ROAD.
 MF0913
 MF0913                          STATION RECOVERY (1996)
 MF0913
 MF0913'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0913'MARK NOT FOUND.
 MF0913
 MF0913                          STATION RECOVERY (2001)
 MF0913
 MF0913'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0913'MARK NOT FOUND.
 MF0913
 MF0913                          STATION RECOVERY (2005)
 MF0913
 MF0913'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0151 ***********************************************************************
 MG0151  DESIGNATION -  F 194
 MG0151  PID         -  MG0151
 MG0151  STATE/COUNTY-  IL/HENRY
 MG0151  USGS QUAD   -  GREEN ROCK (1992)
 MG0151
 MG0151                         *CURRENT SURVEY CONTROL
 MG0151  ___________________________________________________________________
 MG0151* NAD 83(1986)-  41 22 30.     (N)    090 20 19.     (W)     SCALED    
 MG0151* NAVD 88     -       231.707  (meters)     760.19   (feet)  ADJUSTED  
 MG0151  ___________________________________________________________________
 MG0151  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0151  DYNAMIC HT  -         231.616 (meters)     759.89  (feet)  COMP
 MG0151  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 MG0151
 MG0151  VERT ORDER  -  SECOND    CLASS 0
 MG0151
 MG0151.The horizontal coordinates were scaled from a topographic map and have
 MG0151.an estimated accuracy of +/- 6 seconds.
 MG0151
 MG0151.The orthometric height was determined by differential leveling
 MG0151.and adjusted by the National Geodetic Survey in June 1991..
 MG0151
 MG0151.The geoid height was determined by GEOID03.
 MG0151
 MG0151.The dynamic height is computed by dividing the NAVD 88
 MG0151.geopotential number by the normal gravity value computed on the
 MG0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0151.degrees latitude (g = 980.6199 gals.).
 MG0151
 MG0151.The modeled gravity was interpolated from observed gravity values.
 MG0151
 MG0151;                    North         East    Units  Estimated Accuracy
 MG0151;SPC IL W     -   522,680.      685,620.      MT  (+/- 180 meters Scaled)
 MG0151
 MG0151                          SUPERSEDED SURVEY CONTROL
 MG0151
 MG0151  NGVD 29 (??/??/92)  231.782  (m)          760.44   (f) ADJ UNCH    2 0
 MG0151
 MG0151.Superseded values are not recommended for survey control.
 MG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0151.See file dsdata.txt to determine how the superseded data were derived.
 MG0151
 MG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF225838(NAD 83)
 MG0151_MARKER: DB = BENCH MARK DISK
 MG0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0151_STAMPING: F 194 1959
 MG0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0151+STABILITY: SURFACE MOTION
 MG0151
 MG0151  HISTORY     - Date     Condition        Report By
 MG0151  HISTORY     - 1959     MONUMENTED       CGS
 MG0151  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0151  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0151  HISTORY     - 20040623 POOR             USPSQD
 MG0151
 MG0151                          STATION DESCRIPTION
 MG0151
 MG0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0151'4.5 MI SE FROM WARNER.
 MG0151'ABOUT 0.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0151'RAILROAD FROM THE STATION SIGN AT WARNER, THENCE 1.9 MILES EAST
 MG0151'ALONG AN OILED ROAD, THENCE 2.5 MILES SOUTH ALONG AN OILED ROAD,
 MG0151'31 FEET WEST OF THE CENTER LINE OF THE ROAD, 157 FEET SOUTH OF
 MG0151'THE CENTER LINE OF THE DRIVEWAY WEST TO A FARM HOUSE, 2.5 FEET
 MG0151'SOUTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF FENCE LINE, 2.5 FEET
 MG0151'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 MG0151'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MG0151
 MG0151                          STATION RECOVERY (1996)
 MG0151
 MG0151'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0151'MARK NOT FOUND.
 MG0151
 MG0151                          STATION RECOVERY (2001)
 MG0151
 MG0151'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0151'CEMENT POST WITH PIN INTACT LOCATED. DISC MISSING.
 MG0151
 MG0151                          STATION RECOVERY (2004)
 MG0151
 MG0151'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0151'DISK MISSING, PIN INTACT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0218 ***********************************************************************
 MG0218  DESIGNATION -  F 195
 MG0218  PID         -  MG0218
 MG0218  STATE/COUNTY-  IL/HENRY
 MG0218  USGS QUAD   -  WOODHULL (1992)
 MG0218
 MG0218                         *CURRENT SURVEY CONTROL
 MG0218  ___________________________________________________________________
 MG0218* NAD 83(1986)-  41 09 42.     (N)    090 20 31.     (W)     SCALED    
 MG0218* NAVD 88     -       230.587  (meters)     756.52   (feet)  ADJUSTED  
 MG0218  ___________________________________________________________________
 MG0218  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0218  DYNAMIC HT  -         230.489 (meters)     756.20  (feet)  COMP
 MG0218  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 MG0218
 MG0218  VERT ORDER  -  SECOND    CLASS 0
 MG0218
 MG0218.The horizontal coordinates were scaled from a topographic map and have
 MG0218.an estimated accuracy of +/- 6 seconds.
 MG0218
 MG0218.The orthometric height was determined by differential leveling
 MG0218.and adjusted by the National Geodetic Survey in June 1991..
 MG0218
 MG0218.The geoid height was determined by GEOID03.
 MG0218
 MG0218.The dynamic height is computed by dividing the NAVD 88
 MG0218.geopotential number by the normal gravity value computed on the
 MG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0218.degrees latitude (g = 980.6199 gals.).
 MG0218
 MG0218.The modeled gravity was interpolated from observed gravity values.
 MG0218
 MG0218;                    North         East    Units  Estimated Accuracy
 MG0218;SPC IL W     -   498,990.      685,290.      MT  (+/- 180 meters Scaled)
 MG0218
 MG0218                          SUPERSEDED SURVEY CONTROL
 MG0218
 MG0218  NGVD 29 (??/??/92)  230.644  (m)          756.70   (f) ADJ UNCH    2 0
 MG0218
 MG0218.Superseded values are not recommended for survey control.
 MG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0218.See file dsdata.txt to determine how the superseded data were derived.
 MG0218
 MG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF230601(NAD 83)
 MG0218_MARKER: DB = BENCH MARK DISK
 MG0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0218_SP_SET: BRIDGE
 MG0218_STAMPING: F 195 1959
 MG0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0218+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 MG0218
 MG0218  HISTORY     - Date     Condition        Report By
 MG0218  HISTORY     - 1959     MONUMENTED       CGS
 MG0218  HISTORY     - 19960710 GOOD             USPSQD
 MG0218  HISTORY     - 20011031 GOOD             USPSQD
 MG0218
 MG0218                          STATION DESCRIPTION
 MG0218
 MG0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0218'2.7 MI SW FROM WOODHULL.
 MG0218'ABOUT 1.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0218'TANK AT WOODHULL, THENCE 1.3 MILES SOUTH ALONG AN OILED ROAD,
 MG0218'SET IN THE TOP OF THE WEST END OF A CONCRETE SPILLWAY, AT
 MG0218'THE NORTH END OF THE WEST WINGWALL OF THE SPILLWAY, 15 FEET
 MG0218'EAST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTHEAST OF THE
 MG0218'NORTHEAST CORNER OF A 25-FOOT CONCRETE BRIDGE, ABOUT 6 FEET
 MG0218'BELOW THE LEVEL OF THE ROAD.
 MG0218
 MG0218                          STATION RECOVERY (1996)
 MG0218
 MG0218'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0218'RECOVERED IN GOOD CONDITION.
 MG0218
 MG0218                          STATION RECOVERY (2001)
 MG0218
 MG0218'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8038 ***********************************************************************
 DH8038  DESIGNATION -  F 195 RESET
 DH8038  PID         -  DH8038
 DH8038  STATE/COUNTY-  IL/HENRY
 DH8038  USGS QUAD   -  WOODHULL (1992)
 DH8038
 DH8038                         *CURRENT SURVEY CONTROL
 DH8038  ___________________________________________________________________
 DH8038* NAD 83(1986)-  41 09 42.     (N)    090 20 31.     (W)     SCALED    
 DH8038* NAVD 88     -       228.09   (meters)     748.3    (feet)  RESET     
 DH8038  ___________________________________________________________________
 DH8038  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DH8038
 DH8038  VERT ORDER  -  THIRD
 DH8038
 DH8038.The horizontal coordinates were scaled from a topographic map and have
 DH8038.an estimated accuracy of +/- 6 seconds.
 DH8038
 DH8038.The orthometric height was computed from unverified reset data.
 DH8038.No vertical observational check was made to the station.
 DH8038
 DH8038.The geoid height was determined by GEOID03.
 DH8038
 DH8038;                    North         East    Units  Estimated Accuracy
 DH8038;SPC IL W     -   498,990.      685,290.      MT  (+/- 180 meters Scaled)
 DH8038
 DH8038                          SUPERSEDED SURVEY CONTROL
 DH8038
 DH8038.No superseded survey control is available for this station.
 DH8038
 DH8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF230601(NAD 83)
 DH8038_MARKER: DV = VERTICAL CONTROL DISK
 DH8038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH8038_SP_SET: HEADWALL
 DH8038_STAMPING: F 195 RESET 2004
 DH8038_MARK LOGO: NGS   
 DH8038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8038+STABILITY: SURFACE MOTION
 DH8038
 DH8038  HISTORY     - Date     Condition        Report By
 DH8038  HISTORY     - 2004     MONUMENTED       USE
 DH8038
 DH8038                          STATION DESCRIPTION
 DH8038
 DH8038'DESCRIBED BY US ENGINEERS 2004 (BD)
 DH8038'2.7 MILES (4.3 KM) SOUTHWEST FROM WOODHULL. 1.4 MILES (2.3 KM) WEST
 DH8038'ALONG STATE HIGHWAY 77 FROM THE CITY WATER TANK AT WOODHULL, THENCE
 DH8038'1.3 MILES (2.1 KM) SOUTH ALONG AN OILED ROAD,  IN TOP OF A HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0096 ***********************************************************************
 LD0096  DESIGNATION -  F 196
 LD0096  PID         -  LD0096
 LD0096  STATE/COUNTY-  IL/KNOX
 LD0096  USGS QUAD   -  GALESBURG EAST (1982)
 LD0096
 LD0096                         *CURRENT SURVEY CONTROL
 LD0096  ___________________________________________________________________
 LD0096* NAD 83(1986)-  40 55 37.     (N)    090 19 00.     (W)     SCALED    
 LD0096* NAVD 88     -       236.393  (meters)     775.57   (feet)  ADJUSTED  
 LD0096  ___________________________________________________________________
 LD0096  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0096  DYNAMIC HT  -         236.287 (meters)     775.22  (feet)  COMP
 LD0096  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 LD0096
 LD0096  VERT ORDER  -  SECOND    CLASS 0
 LD0096
 LD0096.The horizontal coordinates were scaled from a topographic map and have
 LD0096.an estimated accuracy of +/- 6 seconds.
 LD0096
 LD0096.The orthometric height was determined by differential leveling
 LD0096.and adjusted by the National Geodetic Survey in June 1991..
 LD0096
 LD0096.The geoid height was determined by GEOID03.
 LD0096
 LD0096.The dynamic height is computed by dividing the NAVD 88
 LD0096.geopotential number by the normal gravity value computed on the
 LD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0096.degrees latitude (g = 980.6199 gals.).
 LD0096
 LD0096.The modeled gravity was interpolated from observed gravity values.
 LD0096
 LD0096;                    North         East    Units  Estimated Accuracy
 LD0096;SPC IL W     -   472,920.      687,370.      MT  (+/- 180 meters Scaled)
 LD0096
 LD0096                          SUPERSEDED SURVEY CONTROL
 LD0096
 LD0096  NGVD 29 (??/??/92)  236.448  (m)          775.75   (f) ADJ UNCH    2 0
 LD0096
 LD0096.Superseded values are not recommended for survey control.
 LD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0096.See file dsdata.txt to determine how the superseded data were derived.
 LD0096
 LD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF259341(NAD 83)
 LD0096_MARKER: DB = BENCH MARK DISK
 LD0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0096_STAMPING: F 196 1959
 LD0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0096+STABILITY: SURFACE MOTION
 LD0096
 LD0096  HISTORY     - Date     Condition        Report By
 LD0096  HISTORY     - 1959     MONUMENTED       CGS
 LD0096  HISTORY     - 1978     MARK NOT FOUND   USGS
 LD0096  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0096
 LD0096                          STATION DESCRIPTION
 LD0096
 LD0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0096'3.2 MI SE FROM GALESBURG.
 LD0096'ABOUT 2.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE POST
 LD0096'OFFICE AT GALESBURG, THENCE 0.4 MILES SOUTHEAST ALONG A GRAVEL
 LD0096'ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD, 28.9 FEET EAST
 LD0096'OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF FENCE LINE, 4.6
 LD0096'FEET SOUTH OF THE 9TH POWER POLE NORTH OF THE JUNCTION, ABOUT
 LD0096'1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 LD0096'POST PROJECTING 2 INCHES.
 LD0096
 LD0096                          STATION RECOVERY (1978)
 LD0096
 LD0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LD0096'MARK NOT FOUND.
 LD0096
 LD0096                          STATION RECOVERY (1997)
 LD0096
 LD0096'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1429 ***********************************************************************
 LC1429  DESIGNATION -  F 197
 LC1429  PID         -  LC1429
 LC1429  STATE/COUNTY-  IL/PEORIA
 LC1429  USGS QUAD   -  ELMWOOD (1982)
 LC1429
 LC1429                         *CURRENT SURVEY CONTROL
 LC1429  ___________________________________________________________________
 LC1429* NAD 83(1986)-  40 50 49.     (N)    089 55 36.     (W)     SCALED    
 LC1429* NAVD 88     -       224.008  (meters)     734.93   (feet)  ADJUSTED  
 LC1429  ___________________________________________________________________
 LC1429  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1429  DYNAMIC HT  -         223.906 (meters)     734.60  (feet)  COMP
 LC1429  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 LC1429
 LC1429  VERT ORDER  -  SECOND    CLASS 0
 LC1429
 LC1429.The horizontal coordinates were scaled from a topographic map and have
 LC1429.an estimated accuracy of +/- 6 seconds.
 LC1429
 LC1429.The orthometric height was determined by differential leveling
 LC1429.and adjusted by the National Geodetic Survey in June 1991..
 LC1429
 LC1429.The geoid height was determined by GEOID03.
 LC1429
 LC1429.The dynamic height is computed by dividing the NAVD 88
 LC1429.geopotential number by the normal gravity value computed on the
 LC1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1429.degrees latitude (g = 980.6199 gals.).
 LC1429
 LC1429.The modeled gravity was interpolated from observed gravity values.
 LC1429
 LC1429;                    North         East    Units  Estimated Accuracy
 LC1429;SPC IL W     -   464,060.      720,240.      MT  (+/- 180 meters Scaled)
 LC1429
 LC1429                          SUPERSEDED SURVEY CONTROL
 LC1429
 LC1429  NGVD 29 (??/??/92)  224.087  (m)          735.19   (f) ADJ UNCH    2 0
 LC1429
 LC1429.Superseded values are not recommended for survey control.
 LC1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1429.See file dsdata.txt to determine how the superseded data were derived.
 LC1429
 LC1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL532258(NAD 83)
 LC1429_MARKER: DB = BENCH MARK DISK
 LC1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1429_STAMPING: F 197 1959
 LC1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1429+STABILITY: SURFACE MOTION
 LC1429
 LC1429  HISTORY     - Date     Condition        Report By
 LC1429  HISTORY     - 1959     MONUMENTED       CGS
 LC1429  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1429
 LC1429                          STATION DESCRIPTION
 LC1429
 LC1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1429'3 MI NW FROM BRIMFIELD.
 LC1429'ABOUT 2.55 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1429'STATION AT BRIMFIELD, THENCE 0.5 MILES SOUTH ALONG BELL SCHOOL
 LC1429'ROAD, AT THE JUNCTION OF A DRIVEWAY EAST TO A FARM HOUSE, 33 FEET
 LC1429'EAST OF THE CENTER LINE OF THE ROAD, 73 FEET SOUTH OF THE
 LC1429'CENTER LINE OF THE DRIVEWAY, 40 FEET NORTH OF A T-FENCE CORNER,
 LC1429'1 1/2 FEET WEST OF FENCE, 9 1/2 FEET SOUTH OF A POWER POLE WITH A
 LC1429'TRANSFORMER, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 LC1429'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LC1429'INCHES.
 LC1429
 LC1429                          STATION RECOVERY (1998)
 LC1429
 LC1429'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1430 ***********************************************************************
 LC1430  DESIGNATION -  F 197 RESET 1967
 LC1430  PID         -  LC1430
 LC1430  STATE/COUNTY-  IL/PEORIA
 LC1430  USGS QUAD   -  ELMWOOD (1982)
 LC1430
 LC1430                         *CURRENT SURVEY CONTROL
 LC1430  ___________________________________________________________________
 LC1430* NAD 83(1986)-  40 50 50.     (N)    089 55 35.     (W)     SCALED    
 LC1430* NAVD 88     -       224.41   (meters)     736.3    (feet)  RESET     
 LC1430  ___________________________________________________________________
 LC1430  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1430
 LC1430  VERT ORDER  -  THIRD
 LC1430
 LC1430.The horizontal coordinates were scaled from a topographic map and have
 LC1430.an estimated accuracy of +/- 6 seconds.
 LC1430
 LC1430.The orthometric height was computed from unverified reset data.
 LC1430
 LC1430.The geoid height was determined by GEOID03.
 LC1430
 LC1430;                    North         East    Units  Estimated Accuracy
 LC1430;SPC IL W     -   464,090.      720,260.      MT  (+/- 180 meters Scaled)
 LC1430
 LC1430                          SUPERSEDED SURVEY CONTROL
 LC1430
 LC1430.No superseded survey control is available for this station.
 LC1430
 LC1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL533259(NAD 83)
 LC1430_MARKER: DD = SURVEY DISK
 LC1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1430_STAMPING: F 197 RESET 1967
 LC1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1430+STABILITY: SURFACE MOTION
 LC1430
 LC1430  HISTORY     - Date     Condition        Report By
 LC1430  HISTORY     - 1968     MONUMENTED       ILHD
 LC1430
 LC1430                          STATION DESCRIPTION
 LC1430
 LC1430'DESCRIBED BY IL HIGHWAY DEPT 1968
 LC1430'3 MI NW FROM BRIMFIELD.
 LC1430'ABOUT 2.55 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1430'STATION AT BRIMFIELD, THENCE 0.5 MILE SOUTH ALONG BELL SCHOOL
 LC1430'ROAD, ABOUT 300 FEET NORTH OF THE JUNCTION OF A DRIVEWAY EAST TO
 LC1430'A FARM HOUSE, 65 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET
 LC1430'NORTH OF POWER POLE WITH TRANSFORMER, 10 FEET SOUTH OF A CONCRETE
 LC1430'HIGHWAY RIGHT-OF-WAY MARKER, 1.5 SOUTH OF A METAL WITNESS POST,
 LC1430'ABOUT 9 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 LC1430'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1497 ***********************************************************************
 LC1497  DESIGNATION -  F 198
 LC1497  PID         -  LC1497
 LC1497  STATE/COUNTY-  IL/PEORIA
 LC1497  USGS QUAD   -  DUNLAP (1996)
 LC1497
 LC1497                         *CURRENT SURVEY CONTROL
 LC1497  ___________________________________________________________________
 LC1497* NAD 83(1986)-  40 45 06.     (N)    089 38 09.     (W)     SCALED    
 LC1497* NAVD 88     -       214.759  (meters)     704.59   (feet)  ADJUSTED  
 LC1497  ___________________________________________________________________
 LC1497  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1497  DYNAMIC HT  -         214.660 (meters)     704.26  (feet)  COMP
 LC1497  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 LC1497
 LC1497  VERT ORDER  -  SECOND    CLASS 0
 LC1497
 LC1497.The horizontal coordinates were scaled from a topographic map and have
 LC1497.an estimated accuracy of +/- 6 seconds.
 LC1497
 LC1497.The orthometric height was determined by differential leveling
 LC1497.and adjusted by the National Geodetic Survey in June 1991..
 LC1497
 LC1497.The geoid height was determined by GEOID03.
 LC1497
 LC1497.The dynamic height is computed by dividing the NAVD 88
 LC1497.geopotential number by the normal gravity value computed on the
 LC1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1497.degrees latitude (g = 980.6199 gals.).
 LC1497
 LC1497.The modeled gravity was interpolated from observed gravity values.
 LC1497
 LC1497;                    North         East    Units  Estimated Accuracy
 LC1497;SPC IL W     -   453,590.      744,830.      MT  (+/- 180 meters Scaled)
 LC1497
 LC1497                          SUPERSEDED SURVEY CONTROL
 LC1497
 LC1497  NGVD 29 (??/??/92)  214.842  (m)          704.86   (f) ADJ UNCH    2 0
 LC1497
 LC1497.Superseded values are not recommended for survey control.
 LC1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1497.See file dsdata.txt to determine how the superseded data were derived.
 LC1497
 LC1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL774145(NAD 83)
 LC1497_MARKER: DB = BENCH MARK DISK
 LC1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1497_STAMPING: F 198 1959
 LC1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1497+STABILITY: SURFACE MOTION
 LC1497
 LC1497  HISTORY     - Date     Condition        Report By
 LC1497  HISTORY     - 1959     MONUMENTED       CGS
 LC1497  HISTORY     - 1977     GOOD             LOCENG
 LC1497  HISTORY     - 19990228 GOOD             USPSQD
 LC1497
 LC1497                          STATION DESCRIPTION
 LC1497
 LC1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1497'2.8 MI W FROM PEORIA.
 LC1497'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC1497'WITH STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, THENCE
 LC1497'0.4 MILES WEST ALONG BIG HOLLOW ROAD, AT THE JUNCTION OF STEPHENS
 LC1497'ROAD, 43 FEET EAST OF THE CENTER LINE OF STEPHENS ROAD, 89 FEET
 LC1497'NORTH OF THE CENTER LINE OF BIG HOLLOW ROAD, 2 FEET SOUTHWEST
 LC1497'OF A FENCE, 32 FEET NORTHEAST OF THE EAST END OF A PIPE CULVERT,
 LC1497'16 FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 2.3 FEET SOUTHWEST
 LC1497'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE
 LC1497'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC1497
 LC1497                          STATION RECOVERY (1977)
 LC1497
 LC1497'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1497'RECOVERED IN GOOD CONDITION.
 LC1497
 LC1497                          STATION RECOVERY (1999)
 LC1497
 LC1497'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0942 ***********************************************************************
 LC0942  DESIGNATION -  F 199
 LC0942  PID         -  LC0942
 LC0942  STATE/COUNTY-  IL/WOODFORD
 LC0942  USGS QUAD   -  DANVERS (1970)
 LC0942
 LC0942                         *CURRENT SURVEY CONTROL
 LC0942  ___________________________________________________________________
 LC0942* NAD 83(1986)-  40 36 59.     (N)    089 14 29.     (W)     SCALED    
 LC0942* NAVD 88     -       198.364  (meters)     650.80   (feet)  ADJUSTED  
 LC0942  ___________________________________________________________________
 LC0942  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LC0942  DYNAMIC HT  -         198.273 (meters)     650.50  (feet)  COMP
 LC0942  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 LC0942
 LC0942  VERT ORDER  -  SECOND    CLASS 0
 LC0942
 LC0942.The horizontal coordinates were scaled from a topographic map and have
 LC0942.an estimated accuracy of +/- 6 seconds.
 LC0942
 LC0942.The orthometric height was determined by differential leveling
 LC0942.and adjusted by the National Geodetic Survey in June 1991..
 LC0942
 LC0942.The geoid height was determined by GEOID03.
 LC0942
 LC0942.The dynamic height is computed by dividing the NAVD 88
 LC0942.geopotential number by the normal gravity value computed on the
 LC0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0942.degrees latitude (g = 980.6199 gals.).
 LC0942
 LC0942.The modeled gravity was interpolated from observed gravity values.
 LC0942
 LC0942;                    North         East    Units  Estimated Accuracy
 LC0942;SPC IL W     -   438,840.      778,290.      MT  (+/- 180 meters Scaled)
 LC0942
 LC0942                          SUPERSEDED SURVEY CONTROL
 LC0942
 LC0942  NGVD 29 (??/??/92)  198.437  (m)          651.04   (f) ADJ UNCH    2 0
 LC0942
 LC0942.Superseded values are not recommended for survey control.
 LC0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0942.See file dsdata.txt to determine how the superseded data were derived.
 LC0942
 LC0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK104985(NAD 83)
 LC0942_MARKER: DB = BENCH MARK DISK
 LC0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0942_STAMPING: F 199 1959
 LC0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0942+STABILITY: SURFACE MOTION
 LC0942
 LC0942  HISTORY     - Date     Condition        Report By
 LC0942  HISTORY     - 1959     MONUMENTED       CGS
 LC0942  HISTORY     - 1988     POOR             USPSQD
 LC0942  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC0942
 LC0942                          STATION DESCRIPTION
 LC0942
 LC0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0942'2.6 MI E FROM GOODFIELD.
 LC0942'ABOUT 2.35 MILES EAST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC0942'WITH STATE HIGHWAY 117 AT GOODFIELD, THENCE 0.3 MILES WEST ALONG
 LC0942'A GRAVEL ROAD, AT THE OUTSIDE AND AT THE EAST END OF A CURVE
 LC0942'WITH TANGENTS TO THE EAST AND SOUTH, 1 1/2 FEET SOUTH OF A
 LC0942'FENCE, 17 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD,
 LC0942'49 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH, 20
 LC0942'FEET EAST OF THE EAST END OF A WIRE GATE, 43 FEET NORTH AND
 LC0942'ACROSS THE ROAD FROM THE SOUTHEAST END OF A CONCRETE PIPE
 LC0942'CULVERT, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 LC0942'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0942'2 INCHES.
 LC0942
 LC0942                          STATION RECOVERY (1988)
 LC0942
 LC0942'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0942'MARK RECOVERED IN POOR CONDITION.
 LC0942
 LC0942                          STATION RECOVERY (1998)
 LC0942
 LC0942'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0624 ***********************************************************************
 LC0624  DESIGNATION -  F 200
 LC0624  PID         -  LC0624
 LC0624  STATE/COUNTY-  IL/MCLEAN
 LC0624  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0624
 LC0624                         *CURRENT SURVEY CONTROL
 LC0624  ___________________________________________________________________
 LC0624* NAD 83(1986)-  40 24 27.     (N)    088 55 08.     (W)     SCALED    
 LC0624* NAVD 88     -       241.182  (meters)     791.28   (feet)  ADJUSTED  
 LC0624  ___________________________________________________________________
 LC0624  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0624  DYNAMIC HT  -         241.067 (meters)     790.90  (feet)  COMP
 LC0624  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 LC0624
 LC0624  VERT ORDER  -  SECOND    CLASS 0
 LC0624
 LC0624.The horizontal coordinates were scaled from a topographic map and have
 LC0624.an estimated accuracy of +/- 6 seconds.
 LC0624
 LC0624.The orthometric height was determined by differential leveling
 LC0624.and adjusted by the National Geodetic Survey in June 1991..
 LC0624
 LC0624.The geoid height was determined by GEOID03.
 LC0624
 LC0624.The dynamic height is computed by dividing the NAVD 88
 LC0624.geopotential number by the normal gravity value computed on the
 LC0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0624.degrees latitude (g = 980.6199 gals.).
 LC0624
 LC0624.The modeled gravity was interpolated from observed gravity values.
 LC0624
 LC0624;                    North         East    Units  Estimated Accuracy
 LC0624;SPC IL E     -   415,410.      250,300.      MT  (+/- 180 meters Scaled)
 LC0624
 LC0624                          SUPERSEDED SURVEY CONTROL
 LC0624
 LC0624  NGVD 29 (??/??/92)  241.242  (m)          791.47   (f) ADJ UNCH    2 0
 LC0624
 LC0624.Superseded values are not recommended for survey control.
 LC0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0624.See file dsdata.txt to determine how the superseded data were derived.
 LC0624
 LC0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK371747(NAD 83)
 LC0624_MARKER: DB = BENCH MARK DISK
 LC0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0624_STAMPING: F 200 1959
 LC0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0624+STABILITY: SURFACE MOTION
 LC0624
 LC0624  HISTORY     - Date     Condition        Report By
 LC0624  HISTORY     - 1959     MONUMENTED       CGS
 LC0624
 LC0624                          STATION DESCRIPTION
 LC0624
 LC0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0624'0.8 MI W FROM GILLUM.
 LC0624'ABOUT 0.85 MILES WEST ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0624'THE NEW YORK CENTRAL RAILROAD AT GILLUM, 24 FEET NORTH OF THE
 LC0624'CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A FENCE, 4 FEET EAST
 LC0624'OF THE EAST END OF AN OPENING IN THE FENCE FOR AN ENTRANCE TO A
 LC0624'FIELD NORTH OF THE ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST
 LC0624'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0624'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0280 ***********************************************************************
 LC0280  DESIGNATION -  F 201
 LC0280  PID         -  LC0280
 LC0280  STATE/COUNTY-  IL/CHAMPAIGN
 LC0280  USGS QUAD   -  RANTOUL (1984)
 LC0280
 LC0280                         *CURRENT SURVEY CONTROL
 LC0280  ___________________________________________________________________
 LC0280* NAD 83(1986)-  40 20 55.     (N)    088 09 19.     (W)     SCALED    
 LC0280* NAVD 88     -       230.417  (meters)     755.96   (feet)  ADJUSTED  
 LC0280  ___________________________________________________________________
 LC0280  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0280  DYNAMIC HT  -         230.304 (meters)     755.59  (feet)  COMP
 LC0280  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 LC0280
 LC0280  VERT ORDER  -  SECOND    CLASS 0
 LC0280
 LC0280.The horizontal coordinates were scaled from a topographic map and have
 LC0280.an estimated accuracy of +/- 6 seconds.
 LC0280
 LC0280.The orthometric height was determined by differential leveling
 LC0280.and adjusted by the National Geodetic Survey in June 1991..
 LC0280
 LC0280.The geoid height was determined by GEOID03.
 LC0280
 LC0280.The dynamic height is computed by dividing the NAVD 88
 LC0280.geopotential number by the normal gravity value computed on the
 LC0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0280.degrees latitude (g = 980.6199 gals.).
 LC0280
 LC0280.The modeled gravity was interpolated from observed gravity values.
 LC0280
 LC0280;                    North         East    Units  Estimated Accuracy
 LC0280;SPC IL E     -   408,720.      315,130.      MT  (+/- 180 meters Scaled)
 LC0280
 LC0280                          SUPERSEDED SURVEY CONTROL
 LC0280
 LC0280  NGVD 29 (??/??/92)  230.467  (m)          756.12   (f) ADJ UNCH    2 0
 LC0280
 LC0280.Superseded values are not recommended for survey control.
 LC0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0280.See file dsdata.txt to determine how the superseded data were derived.
 LC0280
 LC0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK018670(NAD 83)
 LC0280_MARKER: DB = BENCH MARK DISK
 LC0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0280_STAMPING: F 201 1959
 LC0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0280+STABILITY: SURFACE MOTION
 LC0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0280+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 LC0280
 LC0280  HISTORY     - Date     Condition        Report By
 LC0280  HISTORY     - 1959     MONUMENTED       CGS
 LC0280  HISTORY     - 1973     GOOD             NGS
 LC0280  HISTORY     - 20010312 GOOD             BCA
 LC0280  HISTORY     - 20051207 GOOD             ILDT
 LC0280
 LC0280                          STATION DESCRIPTION
 LC0280
 LC0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0280'4.6 MI N FROM RANTOUL.
 LC0280'ABOUT 0.95 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0280'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 2.15 MILES NORTH ALONG
 LC0280'AN OILED ROAD, THENCE 1.0 MILES EAST ALONG AN OILED ROAD, THENCE
 LC0280'0.5 MILES NORTH ALONG A GRAVEL ROAD, AT A FARM DRIVE EAST TO
 LC0280'A FIELD, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 LC0280'SOUTH OF THE CENTER LINE OF THE DRIVE, 9 FEET SOUTHEAST OF THE
 LC0280'SOUTH END OF A CONCRETE PIPE CULVERT, 5 FEET SOUTH OF THE SOUTH
 LC0280'END OF A WIRE GATE AND A T-FENCE CORNER, 1.5 FEET WEST OF A
 LC0280'FENCE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 LC0280'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0280'3 INCHES.
 LC0280
 LC0280                          STATION RECOVERY (1973)
 LC0280
 LC0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0280'RECOVERED IN GOOD CONDITION.
 LC0280
 LC0280                          STATION RECOVERY (2001)
 LC0280
 LC0280'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 LC0280'STATION IS 25.4 FEET EAST OF THE CENTERLINE OF C.R. 1600E AND 1/2 MILE
 LC0280'NORTH OF C.R. 3200N.  32.9 FEET SOUTHEAST OF THE NORTH END OF A 12 IN.
 LC0280'METAL CULVERT, 144.7 FEET SOUTH OF A TELEPHONE PEDESTAL.  ALL ROADS
 LC0280'ARE NOW OIL / CHIP
 LC0280
 LC0280                          STATION RECOVERY (2005)
 LC0280
 LC0280'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0280'RAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0093 ***********************************************************************
 LC0093  DESIGNATION -  F 202
 LC0093  PID         -  LC0093
 LC0093  STATE/COUNTY-  IL/IROQUOIS
 LC0093  USGS QUAD   -  ONARGA WEST (1986)
 LC0093
 LC0093                         *CURRENT SURVEY CONTROL
 LC0093  ___________________________________________________________________
 LC0093* NAD 83(1986)-  40 42 00.     (N)    088 01 05.     (W)     SCALED    
 LC0093* NAVD 88     -       202.990  (meters)     665.98   (feet)  ADJUSTED  
 LC0093  ___________________________________________________________________
 LC0093  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LC0093  DYNAMIC HT  -         202.899 (meters)     665.68  (feet)  COMP
 LC0093  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LC0093
 LC0093  VERT ORDER  -  SECOND    CLASS 0
 LC0093
 LC0093.The horizontal coordinates were scaled from a topographic map and have
 LC0093.an estimated accuracy of +/- 6 seconds.
 LC0093
 LC0093.The orthometric height was determined by differential leveling
 LC0093.and adjusted by the National Geodetic Survey in June 1991..
 LC0093
 LC0093.The geoid height was determined by GEOID03.
 LC0093
 LC0093.The dynamic height is computed by dividing the NAVD 88
 LC0093.geopotential number by the normal gravity value computed on the
 LC0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0093.degrees latitude (g = 980.6199 gals.).
 LC0093
 LC0093.The modeled gravity was interpolated from observed gravity values.
 LC0093
 LC0093;                    North         East    Units  Estimated Accuracy
 LC0093;SPC IL E     -   447,780.      326,650.      MT  (+/- 180 meters Scaled)
 LC0093
 LC0093                          SUPERSEDED SURVEY CONTROL
 LC0093
 LC0093  NGVD 29 (??/??/92)  203.059  (m)          666.20   (f) ADJ UNCH    2 0
 LC0093
 LC0093.Superseded values are not recommended for survey control.
 LC0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0093.See file dsdata.txt to determine how the superseded data were derived.
 LC0093
 LC0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL139059(NAD 83)
 LC0093_MARKER: DB = BENCH MARK DISK
 LC0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0093_STAMPING: F 202 1959
 LC0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0093+STABILITY: SURFACE MOTION
 LC0093
 LC0093  HISTORY     - Date     Condition        Report By
 LC0093  HISTORY     - 1959     MONUMENTED       CGS
 LC0093
 LC0093                          STATION DESCRIPTION
 LC0093
 LC0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0093'2 MI SW FROM ONARGA.
 LC0093'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0093'WITH U.S. HIGHWAY 54 IN ONARGA, THENCE 0.5 MILE WEST ALONG A
 LC0093'GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, 77 FEET
 LC0093'SOUTH OF THE CENTER LINE OF THE ROAD, 28 FEET EAST OF THE CENTER
 LC0093'LINE OF THE ROAD, 82 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 LC0093'24 FEET SOUTH-SOUTH WEST OF TELEPHONE POLE NUMBER 249, 2 FEET
 LC0093'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE
 LC0093'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0093'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2010 ***********************************************************************
 LB2010  DESIGNATION -  F 203
 LB2010  PID         -  LB2010
 LB2010  STATE/COUNTY-  IL/IROQUOIS
 LB2010  USGS QUAD   -  CLIFTON (1986)
 LB2010
 LB2010                         *CURRENT SURVEY CONTROL
 LB2010  ___________________________________________________________________
 LB2010* NAD 83(1986)-  40 59 18.     (N)    087 54 14.     (W)     SCALED    
 LB2010* NAVD 88     -       196.064  (meters)     643.25   (feet)  ADJUSTED  
 LB2010  ___________________________________________________________________
 LB2010  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LB2010  DYNAMIC HT  -         195.983 (meters)     642.99  (feet)  COMP
 LB2010  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 LB2010
 LB2010  VERT ORDER  -  SECOND    CLASS 0
 LB2010
 LB2010.The horizontal coordinates were scaled from a topographic map and have
 LB2010.an estimated accuracy of +/- 6 seconds.
 LB2010
 LB2010.The orthometric height was determined by differential leveling
 LB2010.and adjusted by the National Geodetic Survey in June 1991..
 LB2010
 LB2010.The geoid height was determined by GEOID03.
 LB2010
 LB2010.The dynamic height is computed by dividing the NAVD 88
 LB2010.geopotential number by the normal gravity value computed on the
 LB2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2010.degrees latitude (g = 980.6199 gals.).
 LB2010
 LB2010.The modeled gravity was interpolated from observed gravity values.
 LB2010
 LB2010;                    North         East    Units  Estimated Accuracy
 LB2010;SPC IL E     -   479,840.      336,140.      MT  (+/- 180 meters Scaled)
 LB2010
 LB2010                          SUPERSEDED SURVEY CONTROL
 LB2010
 LB2010  NGVD 29 (??/??/92)  196.147  (m)          643.53   (f) ADJ UNCH    2 0
 LB2010
 LB2010.Superseded values are not recommended for survey control.
 LB2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2010.See file dsdata.txt to determine how the superseded data were derived.
 LB2010
 LB2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL239378(NAD 83)
 LB2010_MARKER: DB = BENCH MARK DISK
 LB2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB2010_STAMPING: F 203 1959
 LB2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2010+STABILITY: SURFACE MOTION
 LB2010
 LB2010  HISTORY     - Date     Condition        Report By
 LB2010  HISTORY     - 1959     MONUMENTED       CGS
 LB2010
 LB2010                          STATION DESCRIPTION
 LB2010
 LB2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB2010'1.8 MI SE FROM CHEBANSE.
 LB2010'ABOUT 0.2 MILES EAST ALONG CHEBANSE STREET FROM ITS JUNCTION WITH
 LB2010'CHESTNUT STREET IN CHEBANSE, THENCE 1.15 MILES SOUTH ALONG U.S.
 LB2010'HIGHWAY 45, THENCE 0.4 MILE EAST ALONG AN ASPHALT ROAD, AT THE
 LB2010'JUNCTION OF AN ASPHALT ROAD SOUTH, 33 FEET SOUTH OF THE CENTER LINE
 LB2010'OF THE ROAD, 39 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH,
 LB2010'51 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 2 FEET NORTH OF
 LB2010'A FENCE, 7 FEET EAST OF A FENCE CORNER, 3.1 FEET WEST-NORTHWEST
 LB2010'OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 LB2010'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0314 ***********************************************************************
 LC0314  DESIGNATION -  F 204
 LC0314  PID         -  LC0314
 LC0314  STATE/COUNTY-  IL/PIATT
 LC0314  USGS QUAD   -  MAHOMET (1975)
 LC0314
 LC0314                         *CURRENT SURVEY CONTROL
 LC0314  ___________________________________________________________________
 LC0314* NAD 83(1986)-  40 13 11.     (N)    088 28 31.     (W)     SCALED    
 LC0314* NAVD 88     -       226.766  (meters)     743.98   (feet)  ADJUSTED  
 LC0314  ___________________________________________________________________
 LC0314  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0314  DYNAMIC HT  -         226.653 (meters)     743.61  (feet)  COMP
 LC0314  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LC0314
 LC0314  VERT ORDER  -  SECOND    CLASS 0
 LC0314
 LC0314.The horizontal coordinates were scaled from a topographic map and have
 LC0314.an estimated accuracy of +/- 6 seconds.
 LC0314
 LC0314.The orthometric height was determined by differential leveling
 LC0314.and adjusted by the National Geodetic Survey in June 1991..
 LC0314
 LC0314.Photographs are available for this station.
 LC0314
 LC0314.The geoid height was determined by GEOID03.
 LC0314
 LC0314.The dynamic height is computed by dividing the NAVD 88
 LC0314.geopotential number by the normal gravity value computed on the
 LC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0314.degrees latitude (g = 980.6199 gals.).
 LC0314
 LC0314.The modeled gravity was interpolated from observed gravity values.
 LC0314
 LC0314;                    North         East    Units  Estimated Accuracy
 LC0314;SPC IL E     -   394,410.      287,920.      MT  (+/- 180 meters Scaled)
 LC0314
 LC0314                          SUPERSEDED SURVEY CONTROL
 LC0314
 LC0314  NGVD 29 (??/??/92)  226.814  (m)          744.14   (f) ADJ UNCH    2 0
 LC0314
 LC0314.Superseded values are not recommended for survey control.
 LC0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0314.See file dsdata.txt to determine how the superseded data were derived.
 LC0314
 LC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK744531(NAD 83)
 LC0314_MARKER: DB = BENCH MARK DISK
 LC0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0314_SP_SET: BRIDGE
 LC0314_STAMPING: F 204 1959
 LC0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0314
 LC0314  HISTORY     - Date     Condition        Report By
 LC0314  HISTORY     - 1959     MONUMENTED       CGS
 LC0314  HISTORY     - 1973     GOOD             NGS
 LC0314
 LC0314                          STATION DESCRIPTION
 LC0314
 LC0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0314'2.6 MI NE FROM MANSFIELD.
 LC0314'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 150 FROM THE NEW YORK
 LC0314'CENTRAL RAILROAD STATION AT MANSFIELD, THENCE 0.15 MILE NORTH
 LC0314'ALONG AN OILED ROAD, THENCE 0.8 MILE EAST ALONG A GRAVEL ROAD,
 LC0314'THENCE 0.4 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.7 MILE EAST
 LC0314'ALONG A GRAVEL ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE
 LC0314'WINGWALL AT THE NORTHEAST CORNER OF A 10-FOOT CONCRETE BRIDGE,
 LC0314'12 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL
 LC0314'WITH THE ROAD.
 LC0314
 LC0314                          STATION RECOVERY (1973)
 LC0314
 LC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0050 ***********************************************************************
 KB0050  DESIGNATION -  F 205
 KB0050  PID         -  KB0050
 KB0050  STATE/COUNTY-  IL/CHAMPAIGN
 KB0050  USGS QUAD   -  TOLONO (1983)
 KB0050
 KB0050                         *CURRENT SURVEY CONTROL
 KB0050  ___________________________________________________________________
 KB0050* NAD 83(1986)-  39 57 16.     (N)    088 15 59.     (W)     SCALED    
 KB0050* NAVD 88     -       220.477  (meters)     723.35   (feet)  ADJUSTED  
 KB0050  ___________________________________________________________________
 KB0050  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KB0050  DYNAMIC HT  -         220.364 (meters)     722.98  (feet)  COMP
 KB0050  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 KB0050
 KB0050  VERT ORDER  -  SECOND    CLASS 0
 KB0050
 KB0050.The horizontal coordinates were scaled from a topographic map and have
 KB0050.an estimated accuracy of +/- 6 seconds.
 KB0050
 KB0050.The orthometric height was determined by differential leveling
 KB0050.and adjusted by the National Geodetic Survey in June 1991..
 KB0050
 KB0050.The geoid height was determined by GEOID03.
 KB0050
 KB0050.The dynamic height is computed by dividing the NAVD 88
 KB0050.geopotential number by the normal gravity value computed on the
 KB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0050.degrees latitude (g = 980.6199 gals.).
 KB0050
 KB0050.The modeled gravity was interpolated from observed gravity values.
 KB0050
 KB0050;                    North         East    Units  Estimated Accuracy
 KB0050;SPC IL E     -   364,940.      305,720.      MT  (+/- 180 meters Scaled)
 KB0050
 KB0050                          SUPERSEDED SURVEY CONTROL
 KB0050
 KB0050  NGVD 29 (??/??/92)  220.529  (m)          723.52   (f) ADJ UNCH    2 0
 KB0050
 KB0050.Superseded values are not recommended for survey control.
 KB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0050.See file dsdata.txt to determine how the superseded data were derived.
 KB0050
 KB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK918234(NAD 83)
 KB0050_MARKER: DB = BENCH MARK DISK
 KB0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0050_SP_SET: CULVERT
 KB0050_STAMPING: F 205 1959
 KB0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0050
 KB0050  HISTORY     - Date     Condition        Report By
 KB0050  HISTORY     - 1959     MONUMENTED       CGS
 KB0050  HISTORY     - 1973     GOOD             ILHD
 KB0050  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 KB0050
 KB0050                          STATION DESCRIPTION
 KB0050
 KB0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0050'2.2 MI S FROM TOLONA.
 KB0050'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0050'WITH THE WABASH RAILROAD AT TOLONA, ABOUT 0.1 MILE NORTH OF THE
 KB0050'JUNCTION OF ROAD WEST, SET IN THE TOP OF THE EAST HEADWALL OF A
 KB0050'5-FOOT CONCRETE BOX CULVERT, 15 FEET EAST OF THE CENTER LINE OF
 KB0050'THE HIGHWAY, 5 FEET SOUTH OF THE NORTH END OF THE HEADWALL, THE
 KB0050'HEADWALL HAS PREVIOUSLY BEEN CUT OFF AND LOWERED LEAVING AN
 KB0050'IRREGULAR SURFACE ON THE TOP, ABOUT 1/2 FOOT BELOW THE LEVEL OF
 KB0050'THE HIGHWAY.  THE MARK MAY BE REACHED FROM PESOTUM, CHAMPAIGN
 KB0050'COUNTY, BY GOING NORTH FOR 2.75 MILES ALONG U.S. HIGHWAY 45 FROM
 KB0050'THE ILLINOIS CENTRAL RAILROAD STATION AT PESOTUM.
 KB0050
 KB0050                          STATION RECOVERY (1973)
 KB0050
 KB0050'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0050'RECOVERED IN GOOD CONDITION.
 KB0050
 KB0050                          STATION RECOVERY (2005)
 KB0050
 KB0050'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 KB0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1545 ***********************************************************************
 ME1545  DESIGNATION -  F 207
 ME1545  PID         -  ME1545
 ME1545  STATE/COUNTY-  IL/KANKAKEE
 ME1545  USGS QUAD   -  BRADLEY (1973)
 ME1545
 ME1545                         *CURRENT SURVEY CONTROL
 ME1545  ___________________________________________________________________
 ME1545* NAD 83(1986)-  41 14 31.     (N)    087 51 30.     (W)     SCALED    
 ME1545* NAVD 88     -       206.685  (meters)     678.10   (feet)  ADJUSTED  
 ME1545  ___________________________________________________________________
 ME1545  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 ME1545  DYNAMIC HT  -         206.602 (meters)     677.83  (feet)  COMP
 ME1545  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 ME1545
 ME1545  VERT ORDER  -  SECOND    CLASS 0
 ME1545
 ME1545.The horizontal coordinates were scaled from a topographic map and have
 ME1545.an estimated accuracy of +/- 6 seconds.
 ME1545
 ME1545.The orthometric height was determined by differential leveling
 ME1545.and adjusted by the National Geodetic Survey in June 1991..
 ME1545
 ME1545.The geoid height was determined by GEOID03.
 ME1545
 ME1545.The dynamic height is computed by dividing the NAVD 88
 ME1545.geopotential number by the normal gravity value computed on the
 ME1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1545.degrees latitude (g = 980.6199 gals.).
 ME1545
 ME1545.The modeled gravity was interpolated from observed gravity values.
 ME1545
 ME1545;                    North         East    Units  Estimated Accuracy
 ME1545;SPC IL E     -   508,020.      339,820.      MT  (+/- 180 meters Scaled)
 ME1545
 ME1545                          SUPERSEDED SURVEY CONTROL
 ME1545
 ME1545  NGVD 29 (??/??/92)  206.778  (m)          678.40   (f) ADJ UNCH    2 0
 ME1545
 ME1545.Superseded values are not recommended for survey control.
 ME1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1545.See file dsdata.txt to determine how the superseded data were derived.
 ME1545
 ME1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL280659(NAD 83)
 ME1545_MARKER: DB = BENCH MARK DISK
 ME1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1545_STAMPING: F 207 1959
 ME1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1545+STABILITY: SURFACE MOTION
 ME1545
 ME1545  HISTORY     - Date     Condition        Report By
 ME1545  HISTORY     - 1959     MONUMENTED       CGS
 ME1545  HISTORY     - 1967     GOOD             NGS
 ME1545  HISTORY     - 1989     GOOD             USPSQD
 ME1545
 ME1545                          STATION DESCRIPTION
 ME1545
 ME1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1545'1.6 MI SW FROM MANTENO.
 ME1545'ABOUT 1.15 MILES WEST ALONG DIVISION STREET AND ITS EXTENSION
 ME1545'(DESELMO-MANTENO ROAD) FROM ITS JUNCTION WITH MAIN STREET, THENCE
 ME1545'0.5 MILES SOUTH ALONG A GRAVEL ROAD, ACROSS THE ROAD FROM THE
 ME1545'HANGERS OF THE MANTENO AIRPORT, AT A DRIVEWAY WEST TO A STONE
 ME1545'FARM HOUSE, AT A STONE AND CONCRETE ENTRANCE, 36 FEET WEST OF THE
 ME1545'CENTER LINE OF THE ROAD, 23 FEET SOUTH OF THE CENTER LINE OF
 ME1545'THE DRIVEWAY, 1 FOOT SOUTHEAST OF THE SOUTH END OF A STONE WALL,
 ME1545'2 FEET EAST OF A FENCE, 2.1 FEET NORTH OF A METAL WITNESS POST,
 ME1545'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 ME1545'PROJECTING 1 INCH.
 ME1545
 ME1545                          STATION RECOVERY (1967)
 ME1545
 ME1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1545'RECOVERED IN GOOD CONDITION.
 ME1545
 ME1545                          STATION RECOVERY (1989)
 ME1545
 ME1545'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 ME1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0156 ***********************************************************************
 KB0156  DESIGNATION -  F 208
 KB0156  PID         -  KB0156
 KB0156  STATE/COUNTY-  IL/COLES
 KB0156  USGS QUAD   -  HUMBOLDT (1983)
 KB0156
 KB0156                         *CURRENT SURVEY CONTROL
 KB0156  ___________________________________________________________________
 KB0156* NAD 83(1986)-  39 30 40.     (N)    088 19 38.     (W)     SCALED    
 KB0156* NAVD 88     -       205.555  (meters)     674.39   (feet)  ADJUSTED  
 KB0156  ___________________________________________________________________
 KB0156  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0156  DYNAMIC HT  -         205.438 (meters)     674.01  (feet)  COMP
 KB0156  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 KB0156
 KB0156  VERT ORDER  -  SECOND    CLASS 0
 KB0156
 KB0156.The horizontal coordinates were scaled from a topographic map and have
 KB0156.an estimated accuracy of +/- 6 seconds.
 KB0156
 KB0156.The orthometric height was determined by differential leveling
 KB0156.and adjusted by the National Geodetic Survey in June 1991..
 KB0156
 KB0156.The geoid height was determined by GEOID03.
 KB0156
 KB0156.The dynamic height is computed by dividing the NAVD 88
 KB0156.geopotential number by the normal gravity value computed on the
 KB0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0156.degrees latitude (g = 980.6199 gals.).
 KB0156
 KB0156.The modeled gravity was interpolated from observed gravity values.
 KB0156
 KB0156;                    North         East    Units  Estimated Accuracy
 KB0156;SPC IL E     -   315,720.      300,530.      MT  (+/- 180 meters Scaled)
 KB0156
 KB0156                          SUPERSEDED SURVEY CONTROL
 KB0156
 KB0156  NGVD 29 (??/??/92)  205.618  (m)          674.60   (f) ADJ UNCH    2 0
 KB0156
 KB0156.Superseded values are not recommended for survey control.
 KB0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0156.See file dsdata.txt to determine how the superseded data were derived.
 KB0156
 KB0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ859743(NAD 83)
 KB0156_MARKER: DB = BENCH MARK DISK
 KB0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0156_SP_SET: BRIDGE
 KB0156_STAMPING: F 208 1959
 KB0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0156
 KB0156  HISTORY     - Date     Condition        Report By
 KB0156  HISTORY     - 1959     MONUMENTED       CGS
 KB0156  HISTORY     - 1973     GOOD             ILHD
 KB0156  HISTORY     - 20011112 MARK NOT FOUND   INDIV
 KB0156  HISTORY     - 20050225 POOR             ILDT
 KB0156
 KB0156                          STATION DESCRIPTION
 KB0156
 KB0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0156'3.9 MI SE FROM DORANS.
 KB0156'ABOUT 1.15 MILES EAST ALONG A CONCRETE PAVED ROAD FROM ITS
 KB0156'JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD IN DORANS, THENCE
 KB0156'2.75 MILES SOUTH ALONG AN ASPHALT ROAD, SET IN THE TOP OF THE
 KB0156'NORTH-NORTHEAST END OF THE WINGWALL AT THE SOUTHWEST CORNER
 KB0156'OF A 12-FOOT CONCRETE BRIDGE, 10 FEET WEST OF THE CENTER LINE
 KB0156'OF THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 KB0156
 KB0156                          STATION RECOVERY (1973)
 KB0156
 KB0156'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0156'RECOVERED IN GOOD CONDITION.
 KB0156
 KB0156                          STATION RECOVERY (2001)
 KB0156
 KB0156'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RDW)
 KB0156'NEW BRIDGE BUILT IN 1988.  IDENTIFIED AS STRUCTURE NO. 015-3303,
 KB0156'SECTION 86-06119-00-BR.  NO SIGNS OF MARK FOUND.
 KB0156
 KB0156                          STATION RECOVERY (2005)
 KB0156
 KB0156'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0156'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0344 ***********************************************************************
 KB0344  DESIGNATION -  F 209
 KB0344  PID         -  KB0344
 KB0344  STATE/COUNTY-  IL/SHELBY
 KB0344  USGS QUAD   -  TEUTOPOLIS (1985)
 KB0344
 KB0344                         *CURRENT SURVEY CONTROL
 KB0344  ___________________________________________________________________
 KB0344* NAD 83(1986)-  39 13 19.     (N)    088 29 38.     (W)     SCALED    
 KB0344* NAVD 88     -       194.149  (meters)     636.97   (feet)  ADJUSTED  
 KB0344  ___________________________________________________________________
 KB0344  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KB0344  DYNAMIC HT  -         194.034 (meters)     636.59  (feet)  COMP
 KB0344  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 KB0344
 KB0344  VERT ORDER  -  SECOND    CLASS 0
 KB0344
 KB0344.The horizontal coordinates were scaled from a topographic map and have
 KB0344.an estimated accuracy of +/- 6 seconds.
 KB0344
 KB0344.The orthometric height was determined by differential leveling
 KB0344.and adjusted by the National Geodetic Survey in June 1991..
 KB0344
 KB0344.The geoid height was determined by GEOID03.
 KB0344
 KB0344.The dynamic height is computed by dividing the NAVD 88
 KB0344.geopotential number by the normal gravity value computed on the
 KB0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0344.degrees latitude (g = 980.6199 gals.).
 KB0344
 KB0344.The modeled gravity was interpolated from observed gravity values.
 KB0344
 KB0344;                    North         East    Units  Estimated Accuracy
 KB0344;SPC IL E     -   283,630.      286,140.      MT  (+/- 180 meters Scaled)
 KB0344
 KB0344                          SUPERSEDED SURVEY CONTROL
 KB0344
 KB0344  NGVD 29 (??/??/92)  194.231  (m)          637.24   (f) ADJ UNCH    2 0
 KB0344
 KB0344.Superseded values are not recommended for survey control.
 KB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0344.See file dsdata.txt to determine how the superseded data were derived.
 KB0344
 KB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ710424(NAD 83)
 KB0344_MARKER: DB = BENCH MARK DISK
 KB0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0344_STAMPING: F 209 1959
 KB0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0344+STABILITY: SURFACE MOTION
 KB0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0344+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 KB0344
 KB0344  HISTORY     - Date     Condition        Report By
 KB0344  HISTORY     - 1959     MONUMENTED       CGS
 KB0344  HISTORY     - 1973     GOOD             NGS
 KB0344  HISTORY     - 20041119 GOOD             ILDT
 KB0344
 KB0344                          STATION DESCRIPTION
 KB0344
 KB0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0344'0.4 MI S FROM SIGEL.
 KB0344'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0344'AT SIGEL, THENCE 0.1 MILE SOUTH ALONG AN ASPHALT ROAD, AT AN
 KB0344'EAST-WEST CROSS ROAD, 19 FEET EAST OF THE CENTER LINE OF THE
 KB0344'ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 38
 KB0344'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 1 FOOT WEST OF A
 KB0344'FENCE, 6 FEET SOUTH OF A FENCE CORNER, 1.9 FEET SOUTH OF A METAL
 KB0344'WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD AND SET
 KB0344'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KB0344
 KB0344                          STATION RECOVERY (1973)
 KB0344
 KB0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0344'RECOVERED IN GOOD CONDITION.
 KB0344
 KB0344                          STATION RECOVERY (2004)
 KB0344
 KB0344'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0005 ***********************************************************************
 LC0005  DESIGNATION -  F 21
 LC0005  PID         -  LC0005
 LC0005  STATE/COUNTY-  IL/LIVINGSTON
 LC0005  USGS QUAD   -  SAUNEMIN (1983)
 LC0005
 LC0005                         *CURRENT SURVEY CONTROL
 LC0005  ___________________________________________________________________
 LC0005* NAD 83(1986)-  40 59 32.     (N)    088 24 57.     (W)     SCALED    
 LC0005* NAVD 88     -       208.058  (meters)     682.60   (feet)  ADJUSTED  
 LC0005  ___________________________________________________________________
 LC0005  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LC0005  DYNAMIC HT  -         207.974 (meters)     682.33  (feet)  COMP
 LC0005  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 LC0005
 LC0005  VERT ORDER  -  SECOND    CLASS 0
 LC0005
 LC0005.The horizontal coordinates were scaled from a topographic map and have
 LC0005.an estimated accuracy of +/- 6 seconds.
 LC0005
 LC0005.The orthometric height was determined by differential leveling
 LC0005.and adjusted by the National Geodetic Survey in June 1991..
 LC0005
 LC0005.The geoid height was determined by GEOID03.
 LC0005
 LC0005.The dynamic height is computed by dividing the NAVD 88
 LC0005.geopotential number by the normal gravity value computed on the
 LC0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0005.degrees latitude (g = 980.6199 gals.).
 LC0005
 LC0005.The modeled gravity was interpolated from observed gravity values.
 LC0005
 LC0005;                    North         East    Units  Estimated Accuracy
 LC0005;SPC IL E     -   480,180.      293,060.      MT  (+/- 180 meters Scaled)
 LC0005
 LC0005                          SUPERSEDED SURVEY CONTROL
 LC0005
 LC0005  NGVD 29 (??/??/92)  208.129  (m)          682.84   (f) ADJ UNCH    2 0
 LC0005
 LC0005.Superseded values are not recommended for survey control.
 LC0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0005.See file dsdata.txt to determine how the superseded data were derived.
 LC0005
 LC0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL809388(NAD 83)
 LC0005_MARKER: DB = BENCH MARK DISK
 LC0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0005_STAMPING: F 21 1934
 LC0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0005+STABILITY: SURFACE MOTION
 LC0005
 LC0005  HISTORY     - Date     Condition        Report By
 LC0005  HISTORY     - 1934     MONUMENTED       CGS
 LC0005  HISTORY     - 1980     MARK NOT FOUND   USGS
 LC0005
 LC0005                          STATION DESCRIPTION
 LC0005
 LC0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0005'7.2 MI S FROM DWIGHT.
 LC0005'7.2 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE VILLAGE HALL AT
 LC0005'DWIGHT, LIVINGSTON COUNTY, 84 FEET SOUTH OF THE CENTER OF THE
 LC0005'INTERSECTION OF A CROSS ROAD, 38 FEET EAST OF THE CENTERLINE OF
 LC0005'THE HIGHWAY, 2 FEET WEST OF A RIGHT-OF-WAY FENCE, AND ABOUT
 LC0005'2 1/2 FEET LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 LC0005'F 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LC0005
 LC0005                          STATION RECOVERY (1980)
 LC0005
 LC0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LC0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0415 ***********************************************************************
 KB0415  DESIGNATION -  F 210 RESET 1960
 KB0415  PID         -  KB0415
 KB0415  STATE/COUNTY-  IL/CUMBERLAND
 KB0415  USGS QUAD   -  GREENUP (1985)
 KB0415
 KB0415                         *CURRENT SURVEY CONTROL
 KB0415  ___________________________________________________________________
 KB0415* NAD 83(1986)-  39 12 41.     (N)    088 14 43.     (W)     SCALED    
 KB0415* NAVD 88     -       171.969  (meters)     564.20   (feet)  ADJUSTED  
 KB0415  ___________________________________________________________________
 KB0415  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0415  DYNAMIC HT  -         171.868 (meters)     563.87  (feet)  COMP
 KB0415  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 KB0415
 KB0415  VERT ORDER  -  SECOND    CLASS 0
 KB0415
 KB0415.The horizontal coordinates were scaled from a topographic map and have
 KB0415.an estimated accuracy of +/- 6 seconds.
 KB0415
 KB0415.The orthometric height was determined by differential leveling
 KB0415.and adjusted by the National Geodetic Survey in June 1991..
 KB0415
 KB0415.The geoid height was determined by GEOID03.
 KB0415
 KB0415.The dynamic height is computed by dividing the NAVD 88
 KB0415.geopotential number by the normal gravity value computed on the
 KB0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0415.degrees latitude (g = 980.6199 gals.).
 KB0415
 KB0415.The modeled gravity was interpolated from observed gravity values.
 KB0415
 KB0415;                    North         East    Units  Estimated Accuracy
 KB0415;SPC IL E     -   282,450.      307,610.      MT  (+/- 180 meters Scaled)
 KB0415
 KB0415                          SUPERSEDED SURVEY CONTROL
 KB0415
 KB0415  NGVD 29 (??/??/92)  172.034  (m)          564.41   (f) ADJ UNCH    2 0
 KB0415
 KB0415.Superseded values are not recommended for survey control.
 KB0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0415.See file dsdata.txt to determine how the superseded data were derived.
 KB0415
 KB0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ924409(NAD 83)
 KB0415_MARKER: DB = BENCH MARK DISK
 KB0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0415_STAMPING: F 210 1959 RESET 1960
 KB0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0415+STABILITY: SURFACE MOTION
 KB0415
 KB0415  HISTORY     - Date     Condition        Report By
 KB0415  HISTORY     - 1960     MONUMENTED       CGS
 KB0415  HISTORY     - 1973     GOOD             NGS
 KB0415  HISTORY     - 20050215 POOR             ILDT
 KB0415
 KB0415                          STATION DESCRIPTION
 KB0415
 KB0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0415'1.1 MI N FROM JEWETT.
 KB0415'ABOUT 0.5 MILES NORTHEAST ALONG A CONCRETE PAVED ROAD FROM THE
 KB0415'POST OFFICE AT JEWETT, THENCE 0.6 MILES WEST ALONG U.S. HIGHWAY
 KB0415'40, AT THE JUNCTION OF TWO FIELD ROADS NORTH ALONG THE EAST
 KB0415'AND WEST SIDE OF A NORTH-SOUTH FENCE LINE, 119 FEET NORTH OF THE
 KB0415'CENTER LINE OF THE HIGHWAY, 11 1/2 FEET WEST OF THE CENTER LINE
 KB0415'OF A FIELD ROAD, 9 FEET EAST OF THE CENTER LINE OF A FIELD
 KB0415'ROAD, 19 FEET NORTH OF THE EAST GATE POST, 1/2 FOOT EAST OF A
 KB0415'FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE
 KB0415'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 KB0415'PROJECTING 2 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM JEWETT
 KB0415'BY GOING 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0415'WITH JEWETT ROAD IN THE NORTH EDGE OF JEWETT.
 KB0415
 KB0415                          STATION RECOVERY (1973)
 KB0415
 KB0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0415'RECOVERED IN GOOD CONDITION.
 KB0415
 KB0415                          STATION RECOVERY (2005)
 KB0415
 KB0415'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0415'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1409 ***********************************************************************
 KA1409  DESIGNATION -  F 211
 KA1409  PID         -  KA1409
 KA1409  STATE/COUNTY-  IL/CLARK
 KA1409  USGS QUAD   -  CLARK CENTER (1984)
 KA1409
 KA1409                         *CURRENT SURVEY CONTROL
 KA1409  ___________________________________________________________________
 KA1409* NAD 83(1986)-  39 20 37.     (N)    087 51 08.     (W)     SCALED    
 KA1409* NAVD 88     -       192.071  (meters)     630.15   (feet)  ADJUSTED  
 KA1409  ___________________________________________________________________
 KA1409  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KA1409  DYNAMIC HT  -         191.961 (meters)     629.79  (feet)  COMP
 KA1409  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 KA1409
 KA1409  VERT ORDER  -  SECOND    CLASS 0
 KA1409
 KA1409.The horizontal coordinates were scaled from a topographic map and have
 KA1409.an estimated accuracy of +/- 6 seconds.
 KA1409
 KA1409.The orthometric height was determined by differential leveling
 KA1409.and adjusted by the National Geodetic Survey in June 1991..
 KA1409
 KA1409.The geoid height was determined by GEOID03.
 KA1409
 KA1409.The dynamic height is computed by dividing the NAVD 88
 KA1409.geopotential number by the normal gravity value computed on the
 KA1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1409.degrees latitude (g = 980.6199 gals.).
 KA1409
 KA1409.The modeled gravity was interpolated from observed gravity values.
 KA1409
 KA1409;                    North         East    Units  Estimated Accuracy
 KA1409;SPC IL E     -   297,240.      341,470.      MT  (+/- 180 meters Scaled)
 KA1409
 KA1409                          SUPERSEDED SURVEY CONTROL
 KA1409
 KA1409  NGVD 29 (??/??/92)  192.144  (m)          630.39   (f) ADJ UNCH    2 0
 KA1409
 KA1409.Superseded values are not recommended for survey control.
 KA1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1409.See file dsdata.txt to determine how the superseded data were derived.
 KA1409
 KA1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ265552(NAD 83)
 KA1409_MARKER: DB = BENCH MARK DISK
 KA1409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1409_SP_SET: BRIDGE
 KA1409_STAMPING: F 211 1959
 KA1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1409
 KA1409  HISTORY     - Date     Condition        Report By
 KA1409  HISTORY     - 1959     MONUMENTED       CGS
 KA1409  HISTORY     - 19950805 GOOD             USPSQD
 KA1409
 KA1409                          STATION DESCRIPTION
 KA1409
 KA1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1409'1.6 MI NE FROM MARTINSVILLE.
 KA1409'1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1409'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, AT THE CROSSING OF
 KA1409'THE PENNSYLVANIA RAILROAD, SET IN THE TOP OF THE WEST END OF THE
 KA1409'NORTHEAST ABUTMENT OF THE SKEW PENNSYLVANIA RAILROAD BRIDGE OVER
 KA1409'THE HIGHWAY, 10 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST RAIL AND
 KA1409'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 KA1409
 KA1409                          STATION RECOVERY (1995)
 KA1409
 KA1409'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0955 ***********************************************************************
 JB0955  DESIGNATION -  F 212
 JB0955  PID         -  JB0955
 JB0955  STATE/COUNTY-  IL/BOND
 JB0955  USGS QUAD   -  MULBERRY GROVE (1980)
 JB0955
 JB0955                         *CURRENT SURVEY CONTROL
 JB0955  ___________________________________________________________________
 JB0955* NAD 83(1986)-  38 54 31.     (N)    089 17 21.     (W)     SCALED    
 JB0955* NAVD 88     -       171.654  (meters)     563.17   (feet)  ADJUSTED  
 JB0955  ___________________________________________________________________
 JB0955  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JB0955  DYNAMIC HT  -         171.548 (meters)     562.82  (feet)  COMP
 JB0955  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 JB0955
 JB0955  VERT ORDER  -  SECOND    CLASS 0
 JB0955
 JB0955.The horizontal coordinates were scaled from a topographic map and have
 JB0955.an estimated accuracy of +/- 6 seconds.
 JB0955
 JB0955.The orthometric height was determined by differential leveling
 JB0955.and adjusted by the National Geodetic Survey in June 1991..
 JB0955
 JB0955.The geoid height was determined by GEOID03.
 JB0955
 JB0955.The dynamic height is computed by dividing the NAVD 88
 JB0955.geopotential number by the normal gravity value computed on the
 JB0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0955.degrees latitude (g = 980.6199 gals.).
 JB0955
 JB0955.The modeled gravity was interpolated from observed gravity values.
 JB0955
 JB0955;                    North         East    Units  Estimated Accuracy
 JB0955;SPC IL W     -   249,190.      776,110.      MT  (+/- 180 meters Scaled)
 JB0955
 JB0955                          SUPERSEDED SURVEY CONTROL
 JB0955
 JB0955  NGVD 29 (??/??/92)  171.780  (m)          563.58   (f) ADJ UNCH    2 0
 JB0955
 JB0955.Superseded values are not recommended for survey control.
 JB0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0955.See file dsdata.txt to determine how the superseded data were derived.
 JB0955
 JB0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ015091(NAD 83)
 JB0955_MARKER: DB = BENCH MARK DISK
 JB0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0955_STAMPING: F 212 1960
 JB0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0955+STABILITY: SURFACE MOTION
 JB0955
 JB0955  HISTORY     - Date     Condition        Report By
 JB0955  HISTORY     - 1960     MONUMENTED       CGS
 JB0955
 JB0955                          STATION DESCRIPTION
 JB0955
 JB0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0955'1.8 MI SW FROM MULBERRY GROVE.
 JB0955'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0955'WITH SOUTH MAPLE STREET IN MULBERRY GROVE, THENCE 0.3 MILE SOUTH
 JB0955'ALONG AN OILED ROAD, THENCE 0.3 MILE WEST ALONG AN OILED ROAD,
 JB0955'THENCE 0.35 MILE SOUTH ALONG AN OILED ROAD, AT A FARM DRIVE WEST
 JB0955'TO A FARM HOUSE, 22 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JB0955'34 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1 1/2 FEET EAST
 JB0955'OF A FENCE, 22 FEET NORTH OF A FENCE CORNER, 2.5 FEET SOUTH OF
 JB0955'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JB0955'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1406 ***********************************************************************
 JB1406  DESIGNATION -  F 213
 JB1406  PID         -  JB1406
 JB1406  STATE/COUNTY-  IL/MADISON
 JB1406  USGS QUAD   -  ST ROSE (1962)
 JB1406
 JB1406                         *CURRENT SURVEY CONTROL
 JB1406  ___________________________________________________________________
 JB1406* NAD 83(1986)-  38 44 35.     (N)    089 35 53.     (W)     SCALED    
 JB1406* NAVD 88     -       161.391  (meters)     529.50   (feet)  ADJUSTED  
 JB1406  ___________________________________________________________________
 JB1406  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JB1406  DYNAMIC HT  -         161.290 (meters)     529.17  (feet)  COMP
 JB1406  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 JB1406
 JB1406  VERT ORDER  -  SECOND    CLASS 0
 JB1406
 JB1406.The horizontal coordinates were scaled from a topographic map and have
 JB1406.an estimated accuracy of +/- 6 seconds.
 JB1406
 JB1406.The orthometric height was determined by differential leveling
 JB1406.and adjusted by the National Geodetic Survey in June 1991..
 JB1406
 JB1406.The geoid height was determined by GEOID03.
 JB1406
 JB1406.The dynamic height is computed by dividing the NAVD 88
 JB1406.geopotential number by the normal gravity value computed on the
 JB1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1406.degrees latitude (g = 980.6199 gals.).
 JB1406
 JB1406.The modeled gravity was interpolated from observed gravity values.
 JB1406
 JB1406;                    North         East    Units  Estimated Accuracy
 JB1406;SPC IL W     -   230,600.      749,430.      MT  (+/- 180 meters Scaled)
 JB1406
 JB1406                          SUPERSEDED SURVEY CONTROL
 JB1406
 JB1406  NGVD 29 (??/??/92)  161.512  (m)          529.89   (f) ADJ UNCH    2 0
 JB1406
 JB1406.Superseded values are not recommended for survey control.
 JB1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1406.See file dsdata.txt to determine how the superseded data were derived.
 JB1406
 JB1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH742914(NAD 83)
 JB1406_MARKER: DB = BENCH MARK DISK
 JB1406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1406_SP_SET: CULVERT
 JB1406_STAMPING: F 213 1960
 JB1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1406
 JB1406  HISTORY     - Date     Condition        Report By
 JB1406  HISTORY     - 1960     MONUMENTED       CGS
 JB1406
 JB1406                          STATION DESCRIPTION
 JB1406
 JB1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1406'7.8 MI SW FROM POCAHONTAS.
 JB1406'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB1406'JUNCTION WITH MAIN STREET IN POCAHONTAS, THENCE 4.1 MILE SOUTH
 JB1406'ALONG AN OILED ROAD, THENCE 0.05 MILE WEST ALONG AN OILED ROAD,
 JB1406'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 4-FOOT
 JB1406'CONCRETE BOX CULVERT, 10 FEET SOUTH OF THE CENTER LINE OF THE
 JB1406'ROAD AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0740 ***********************************************************************
 JB0740  DESIGNATION -  F 214
 JB0740  PID         -  JB0740
 JB0740  STATE/COUNTY-  IL/FAYETTE
 JB0740  USGS QUAD   -  EDGEWOOD (1985)
 JB0740
 JB0740                         *CURRENT SURVEY CONTROL
 JB0740  ___________________________________________________________________
 JB0740* NAD 83(1986)-  38 53 04.     (N)    088 43 38.     (W)     SCALED    
 JB0740* NAVD 88     -       175.006  (meters)     574.17   (feet)  ADJUSTED  
 JB0740  ___________________________________________________________________
 JB0740  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JB0740  DYNAMIC HT  -         174.898 (meters)     573.81  (feet)  COMP
 JB0740  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 JB0740
 JB0740  VERT ORDER  -  SECOND    CLASS 0
 JB0740
 JB0740.The horizontal coordinates were scaled from a topographic map and have
 JB0740.an estimated accuracy of +/- 6 seconds.
 JB0740
 JB0740.The orthometric height was determined by differential leveling
 JB0740.and adjusted by the National Geodetic Survey in June 1991..
 JB0740
 JB0740.The geoid height was determined by GEOID03.
 JB0740
 JB0740.The dynamic height is computed by dividing the NAVD 88
 JB0740.geopotential number by the normal gravity value computed on the
 JB0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0740.degrees latitude (g = 980.6199 gals.).
 JB0740
 JB0740.The modeled gravity was interpolated from observed gravity values.
 JB0740
 JB0740;                    North         East    Units  Estimated Accuracy
 JB0740;SPC IL E     -   246,220.      265,820.      MT  (+/- 180 meters Scaled)
 JB0740
 JB0740                          SUPERSEDED SURVEY CONTROL
 JB0740
 JB0740  NGVD 29 (??/??/92)  175.107  (m)          574.50   (f) ADJ UNCH    2 0
 JB0740
 JB0740.Superseded values are not recommended for survey control.
 JB0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0740.See file dsdata.txt to determine how the superseded data were derived.
 JB0740
 JB0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ501053(NAD 83)
 JB0740_MARKER: DB = BENCH MARK DISK
 JB0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0740_STAMPING: F 214 1960
 JB0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0740+STABILITY: SURFACE MOTION
 JB0740
 JB0740  HISTORY     - Date     Condition        Report By
 JB0740  HISTORY     - 1960     MONUMENTED       CGS
 JB0740
 JB0740                          STATION DESCRIPTION
 JB0740
 JB0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0740'1.1 MI NW FROM LA CLEDE.
 JB0740'ABOUT 0.35 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JB0740'AT LA CLEDE, THENCE 0.4 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JB0740'0.35 MILE WEST ALONG A GRAVEL ROAD, AT A RED BOARD GATE SOUTH OF
 JB0740'THE ROAD, 27 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JB0740'NORTH OF A FENCE, 11 FEET WEST OF THE WEST END OF THE GATE,
 JB0740'14 1/2 FEET SOUTHWEST OF THE WEST END OF A CORRUGATED PIPE
 JB0740'CULVERT, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JB0740'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JB0740'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0640 ***********************************************************************
 JB0640  DESIGNATION -  F 215
 JB0640  PID         -  JB0640
 JB0640  STATE/COUNTY-  IL/MARION
 JB0640  USGS QUAD   -  SALEM SOUTH (1978)
 JB0640
 JB0640                         *CURRENT SURVEY CONTROL
 JB0640  ___________________________________________________________________
 JB0640* NAD 83(1986)-  38 34 30.     (N)    088 57 11.     (W)     SCALED    
 JB0640* NAVD 88     -       152.369  (meters)     499.90   (feet)  ADJUSTED  
 JB0640  ___________________________________________________________________
 JB0640  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JB0640  DYNAMIC HT  -         152.272 (meters)     499.58  (feet)  COMP
 JB0640  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JB0640
 JB0640  VERT ORDER  -  SECOND    CLASS 0
 JB0640
 JB0640.The horizontal coordinates were scaled from a topographic map and have
 JB0640.an estimated accuracy of +/- 6 seconds.
 JB0640
 JB0640.The orthometric height was determined by differential leveling
 JB0640.and adjusted by the National Geodetic Survey in June 1991..
 JB0640
 JB0640.The geoid height was determined by GEOID03.
 JB0640
 JB0640.The dynamic height is computed by dividing the NAVD 88
 JB0640.geopotential number by the normal gravity value computed on the
 JB0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0640.degrees latitude (g = 980.6199 gals.).
 JB0640
 JB0640.The modeled gravity was interpolated from observed gravity values.
 JB0640
 JB0640;                    North         East    Units  Estimated Accuracy
 JB0640;SPC IL E     -   211,980.      246,000.      MT  (+/- 180 meters Scaled)
 JB0640
 JB0640                          SUPERSEDED SURVEY CONTROL
 JB0640
 JB0640  NGVD 29 (??/??/92)  152.478  (m)          500.25   (f) ADJ UNCH    2 0
 JB0640
 JB0640.Superseded values are not recommended for survey control.
 JB0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0640.See file dsdata.txt to determine how the superseded data were derived.
 JB0640
 JB0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH298714(NAD 83)
 JB0640_MARKER: DB = BENCH MARK DISK
 JB0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0640_SP_SET: CULVERT
 JB0640_STAMPING: F 215 1960
 JB0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0640
 JB0640  HISTORY     - Date     Condition        Report By
 JB0640  HISTORY     - 1960     MONUMENTED       CGS
 JB0640
 JB0640                          STATION DESCRIPTION
 JB0640
 JB0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0640'4.3 MI S FROM SALEM.
 JB0640'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0640'IN SALEM, THENCE 0.7 MILE WEST ALONG AN OILED ROAD, THENCE 0.1
 JB0640'MILE SOUTH ALONG AN OILED ROAD, SET IN THE TOP OF THE SOUTH END
 JB0640'OF THE WEST HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT, 12 FEET
 JB0640'WEST OF THE CENTER LINE OF THE ROAD AND ABOUT 1/2 FOOT ABOVE THE
 JB0640'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0370 ***********************************************************************
 JB0370  DESIGNATION -  F 216
 JB0370  PID         -  JB0370
 JB0370  STATE/COUNTY-  IL/JEFFERSON
 JB0370  USGS QUAD   -  MOUNT VERNON (1978)
 JB0370
 JB0370                         *CURRENT SURVEY CONTROL
 JB0370  ___________________________________________________________________
 JB0370* NAD 83(1986)-  38 15 29.     (N)    088 54 59.     (W)     SCALED    
 JB0370* NAVD 88     -       131.284  (meters)     430.72   (feet)  ADJUSTED  
 JB0370  ___________________________________________________________________
 JB0370  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB0370  DYNAMIC HT  -         131.199 (meters)     430.44  (feet)  COMP
 JB0370  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 JB0370
 JB0370  VERT ORDER  -  SECOND    CLASS 0
 JB0370
 JB0370.The horizontal coordinates were scaled from a topographic map and have
 JB0370.an estimated accuracy of +/- 6 seconds.
 JB0370
 JB0370.The orthometric height was determined by differential leveling
 JB0370.and adjusted by the National Geodetic Survey in June 1991..
 JB0370
 JB0370.The geoid height was determined by GEOID03.
 JB0370
 JB0370.The dynamic height is computed by dividing the NAVD 88
 JB0370.geopotential number by the normal gravity value computed on the
 JB0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0370.degrees latitude (g = 980.6199 gals.).
 JB0370
 JB0370.The modeled gravity was interpolated from observed gravity values.
 JB0370
 JB0370;                    North         East    Units  Estimated Accuracy
 JB0370;SPC IL E     -   176,780.      248,970.      MT  (+/- 180 meters Scaled)
 JB0370
 JB0370                          SUPERSEDED SURVEY CONTROL
 JB0370
 JB0370  NGVD 29 (??/??/92)  131.392  (m)          431.08   (f) ADJ UNCH    2 0
 JB0370
 JB0370.Superseded values are not recommended for survey control.
 JB0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0370.See file dsdata.txt to determine how the superseded data were derived.
 JB0370
 JB0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH323361(NAD 83)
 JB0370_MARKER: DB = BENCH MARK DISK
 JB0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0370_STAMPING: F 216 1960
 JB0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0370+STABILITY: SURFACE MOTION
 JB0370
 JB0370  HISTORY     - Date     Condition        Report By
 JB0370  HISTORY     - 1960     MONUMENTED       CGS
 JB0370
 JB0370                          STATION DESCRIPTION
 JB0370
 JB0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0370'5.2 MI S FROM MT VERNON.
 JB0370'ABOUT 4.2 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0370'RAILROAD FROM THE STATION AT MT. VERNON, THENCE 0.95 MILES WEST
 JB0370'ALONG A DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD SOUTH AND
 JB0370'ASPHALT ROADS TO THE NORTH AND WEST, 26 FEET SOUTH OF THE
 JB0370'CENTER LINE OF THE ROAD, 21 FEET EAST OF THE CENTER LINE OF THE
 JB0370'DIRT ROAD SOUTH, 35 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 JB0370'2 FEET WEST OF A POWER POLE USED AS A BRACE, 1.7 FEET SOUTH OF
 JB0370'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD
 JB0370'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0945 ***********************************************************************
 HB0945  DESIGNATION -  F 217 RESET
 HB0945  PID         -  HB0945
 HB0945  STATE/COUNTY-  IL/PULASKI
 HB0945  USGS QUAD   -  DONGOLA (1996)
 HB0945
 HB0945                         *CURRENT SURVEY CONTROL
 HB0945  ___________________________________________________________________
 HB0945* NAD 83(1986)-  37 16 44.     (N)    089 09 24.     (W)     SCALED    
 HB0945* NAVD 88     -       102.33   (+/-2cm)     335.7    (feet)  VERTCON   
 HB0945  ___________________________________________________________________
 HB0945  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HB0945
 HB0945  VERT ORDER  -  ? (See Below)
 HB0945
 HB0945.The horizontal coordinates were scaled from a topographic map and have
 HB0945.an estimated accuracy of +/- 6 seconds.
 HB0945
 HB0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0945.The vertical order pertains to the NGVD 29 superseded value.
 HB0945
 HB0945.The geoid height was determined by GEOID03.
 HB0945
 HB0945;                    North         East    Units  Estimated Accuracy
 HB0945;SPC IL W     -    68,420.      789,570.      MT  (+/- 180 meters Scaled)
 HB0945
 HB0945                          SUPERSEDED SURVEY CONTROL
 HB0945
 HB0945  NGVD 29 (??/??/??)  102.286  (m)          335.58   (f) ADJUSTED    ?  
 HB0945
 HB0945.Superseded values are not recommended for survey control.
 HB0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0945.See file dsdata.txt to determine how the superseded data were derived.
 HB0945
 HB0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG087279(NAD 83)
 HB0945_MARKER: DB = BENCH MARK DISK
 HB0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0945_STAMPING: F 217 RESET 1965
 HB0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0945+STABILITY: SURFACE MOTION
 HB0945
 HB0945  HISTORY     - Date     Condition        Report By
 HB0945  HISTORY     - 1965     MONUMENTED       ILHD
 HB0945
 HB0945                          STATION DESCRIPTION
 HB0945
 HB0945'DESCRIBED BY IL HIGHWAY DEPT 1965
 HB0945'1.4 MI SE FROM ULLIN.
 HB0945'ABOUT 0.4 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM THE JUNCTION
 HB0945'OF FIRST STREET NORTH AT ULLIN, THENCE 1.0 MILE EAST ALONG FAS
 HB0945'938 0.25 MILES EAST OF A FARMHOUSE SOUTH OF THE ROAD AND 0.35
 HB0945'MILES WEST OF A JUNCTION WITH A ROAD TO THE SOUTH, BEING 68 FEET
 HB0945'NORTH OF THE CENTERLINE OF RT. 938, 8 FEET WEST OF A FENCE LINE,
 HB0945'2 FEET EAST OF A METAL WITNESS POST, SET IN A 12 INCH SQUARE
 HB0945'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1420 ***********************************************************************
 JB1420  DESIGNATION -  F 218
 JB1420  PID         -  JB1420
 JB1420  STATE/COUNTY-  IL/MADISON
 JB1420  USGS QUAD   -  WORDEN (1991)
 JB1420
 JB1420                         *CURRENT SURVEY CONTROL
 JB1420  ___________________________________________________________________
 JB1420* NAD 83(1986)-  38 58 26.     (N)    089 48 03.     (W)     SCALED    
 JB1420* NAVD 88     -       182.765  (meters)     599.62   (feet)  ADJUSTED  
 JB1420  ___________________________________________________________________
 JB1420  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JB1420  DYNAMIC HT  -         182.658 (meters)     599.27  (feet)  COMP
 JB1420  MODELED GRAV-     980,035.1   (mgal)                       NAVD 88
 JB1420
 JB1420  VERT ORDER  -  SECOND    CLASS 0
 JB1420
 JB1420.The horizontal coordinates were scaled from a topographic map and have
 JB1420.an estimated accuracy of +/- 6 seconds.
 JB1420
 JB1420.The orthometric height was determined by differential leveling
 JB1420.and adjusted by the National Geodetic Survey in June 1991..
 JB1420
 JB1420.The geoid height was determined by GEOID03.
 JB1420
 JB1420.The dynamic height is computed by dividing the NAVD 88
 JB1420.geopotential number by the normal gravity value computed on the
 JB1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1420.degrees latitude (g = 980.6199 gals.).
 JB1420
 JB1420.The modeled gravity was interpolated from observed gravity values.
 JB1420
 JB1420;                    North         East    Units  Estimated Accuracy
 JB1420;SPC IL W     -   256,130.      731,700.      MT  (+/- 180 meters Scaled)
 JB1420
 JB1420                          SUPERSEDED SURVEY CONTROL
 JB1420
 JB1420  NGVD 29 (??/??/92)  182.885  (m)          600.02   (f) ADJ UNCH    2 0
 JB1420
 JB1420.Superseded values are not recommended for survey control.
 JB1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1420.See file dsdata.txt to determine how the superseded data were derived.
 JB1420
 JB1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ573176(NAD 83)
 JB1420_MARKER: DB = BENCH MARK DISK
 JB1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1420_STAMPING: F 218 1960
 JB1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1420+STABILITY: SURFACE MOTION
 JB1420
 JB1420  HISTORY     - Date     Condition        Report By
 JB1420  HISTORY     - 1960     MONUMENTED       CGS
 JB1420  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1420
 JB1420                          STATION DESCRIPTION
 JB1420
 JB1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1420'5.5 MI S FROM STAUNTON.
 JB1420'ABOUT 1.3 MILES NORTHEAST ALONG THE STAUTON AND LITCHFIELD ROAD
 JB1420'FROM THE PUBLIC PARK, THENCE 3.9 MILES SOUTHWEST ALONG OLD U.S.
 JB1420'HIGHWAY 66, THENCE 0.3 MILES SOUTH ALONG STATE HIGHWAY 4 AT A
 JB1420'FENCE CORNER EAST OF THE HIGHWAY, 29 FEET EAST OF THE CENTER
 JB1420'LINE OF THE HIGHWAY, 1 FOOT WEST OF THE FENCE, 10 FEET NORTH
 JB1420'OF A FENCE CORNER, 66 FEET NORTHEAST AND ACROSS THE ROAD FROM
 JB1420'THE POLE NUMBER 1-B. T.-15, 2 FEET NORTH-NORTHWEST OF A METAL
 JB1420'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 JB1420'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB1420'NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE WORDEN PUBLIC
 JB1420'HIGHSCHOOL IN WORDEN BY GOING 2.0 MILES EAST ALONG WORDEN ROAD,
 JB1420'THENCE 2.65 MILES NORTH ALONG STATE HIGHWAY 4.
 JB1420
 JB1420                          STATION RECOVERY (1987)
 JB1420
 JB1420'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1059 ***********************************************************************
 KB1059  DESIGNATION -  F 219
 KB1059  PID         -  KB1059
 KB1059  STATE/COUNTY-  IL/SANGAMON
 KB1059  USGS QUAD   -  CHATHAM (1976)
 KB1059
 KB1059                         *CURRENT SURVEY CONTROL
 KB1059  ___________________________________________________________________
 KB1059* NAD 83(1986)-  39 42 22.     (N)    089 38 48.     (W)     SCALED    
 KB1059* NAVD 88     -       171.699  (meters)     563.32   (feet)  ADJUSTED  
 KB1059  ___________________________________________________________________
 KB1059  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KB1059  DYNAMIC HT  -         171.603 (meters)     563.00  (feet)  COMP
 KB1059  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 KB1059
 KB1059  VERT ORDER  -  SECOND    CLASS 0
 KB1059
 KB1059.The horizontal coordinates were scaled from a topographic map and have
 KB1059.an estimated accuracy of +/- 6 seconds.
 KB1059
 KB1059.The orthometric height was determined by differential leveling
 KB1059.and adjusted by the National Geodetic Survey in June 1991..
 KB1059
 KB1059.The geoid height was determined by GEOID03.
 KB1059
 KB1059.The dynamic height is computed by dividing the NAVD 88
 KB1059.geopotential number by the normal gravity value computed on the
 KB1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1059.degrees latitude (g = 980.6199 gals.).
 KB1059
 KB1059.The modeled gravity was interpolated from observed gravity values.
 KB1059
 KB1059;                    North         East    Units  Estimated Accuracy
 KB1059;SPC IL W     -   337,490.      744,590.      MT  (+/- 180 meters Scaled)
 KB1059
 KB1059                          SUPERSEDED SURVEY CONTROL
 KB1059
 KB1059  NGVD 29 (??/??/92)  171.813  (m)          563.69   (f) ADJ UNCH    2 0
 KB1059
 KB1059.Superseded values are not recommended for survey control.
 KB1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1059.See file dsdata.txt to determine how the superseded data were derived.
 KB1059
 KB1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ731984(NAD 83)
 KB1059_MARKER: DB = BENCH MARK DISK
 KB1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB1059_SP_SET: CULVERT
 KB1059_STAMPING: F 219 1960
 KB1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1059
 KB1059  HISTORY     - Date     Condition        Report By
 KB1059  HISTORY     - 1960     MONUMENTED       CGS
 KB1059  HISTORY     - 1976     GOOD             NGS
 KB1059
 KB1059                          STATION DESCRIPTION
 KB1059
 KB1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1059'3.6 MI SW FROM SPRINGFIELD.
 KB1059'3.5 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND
 KB1059'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.15
 KB1059'MILES WEST ALONG AN ASPHALT ROAD, ABOUT 0.05 MILES WEST OF A
 KB1059'DRIVE SOUTH TO A FARM HOUSE, SET IN THE TOP OF THE SOUTH HEADWALL
 KB1059'OF A 3 FOOT CONCRETE BOX CULVERT, 15 FEET SOUTH OF THE CENTER
 KB1059'LINE OF THE ROAD, 4 FEET WEST OF THE EAST END OF THE HEADWALL,
 KB1059'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 KB1059
 KB1059                          STATION RECOVERY (1976)
 KB1059
 KB1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0190 ***********************************************************************
 LC0190  DESIGNATION -  F 22
 LC0190  PID         -  LC0190
 LC0190  STATE/COUNTY-  IL/FORD
 LC0190  USGS QUAD   -  GIBSON CITY WEST (1982)
 LC0190
 LC0190                         *CURRENT SURVEY CONTROL
 LC0190  ___________________________________________________________________
 LC0190* NAD 83(1986)-  40 29 26.     (N)    088 22 48.     (W)     SCALED    
 LC0190* NAVD 88     -       233.943  (meters)     767.53   (feet)  ADJUSTED  
 LC0190  ___________________________________________________________________
 LC0190  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0190  DYNAMIC HT  -         233.834 (meters)     767.17  (feet)  COMP
 LC0190  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 LC0190
 LC0190  VERT ORDER  -  SECOND    CLASS 0
 LC0190
 LC0190.The horizontal coordinates were scaled from a topographic map and have
 LC0190.an estimated accuracy of +/- 6 seconds.
 LC0190
 LC0190.The orthometric height was determined by differential leveling
 LC0190.and adjusted by the National Geodetic Survey in June 1991..
 LC0190
 LC0190.The geoid height was determined by GEOID03.
 LC0190
 LC0190.The dynamic height is computed by dividing the NAVD 88
 LC0190.geopotential number by the normal gravity value computed on the
 LC0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0190.degrees latitude (g = 980.6199 gals.).
 LC0190
 LC0190.The modeled gravity was interpolated from observed gravity values.
 LC0190
 LC0190;                    North         East    Units  Estimated Accuracy
 LC0190;SPC IL E     -   424,470.      296,040.      MT  (+/- 180 meters Scaled)
 LC0190
 LC0190                          SUPERSEDED SURVEY CONTROL
 LC0190
 LC0190  NGVD 29 (??/??/92)  234.00   (m)          767.7    (f) COMPUTED    2 0
 LC0190
 LC0190.Superseded values are not recommended for survey control.
 LC0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0190.See file dsdata.txt to determine how the superseded data were derived.
 LC0190
 LC0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK830831(NAD 83)
 LC0190_MARKER: DB = BENCH MARK DISK
 LC0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0190_SP_SET: CULVERT
 LC0190_STAMPING: F 22 1934
 LC0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0190
 LC0190  HISTORY     - Date     Condition        Report By
 LC0190  HISTORY     - 1934     MONUMENTED       CGS
 LC0190  HISTORY     - 1969     GOOD             NGS
 LC0190
 LC0190                          STATION DESCRIPTION
 LC0190
 LC0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0190'1.8 MI S FROM GARBER.
 LC0190'1.8 MILES SOUTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 LC0190'GARBER, FORD COUNTY, 17 POLES SOUTH OF MILEPOST 111, 45 FEET
 LC0190'WEST OF THE CENTERLINE OF THE TRACK AT RAILROAD CULVERT 1304,
 LC0190'3-1/2 POLES NORTH OF A PRIVATE-ROAD CROSSING, IN THE CENTER OF
 LC0190'THE TOP OF THE EAST CONCRETE HEADWALL OF A 2- BY 2-FOOT HIGHWAY
 LC0190'CULVERT, 18 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 47,
 LC0190'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LC0190'F 22 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1087 ***********************************************************************
 LC1087  DESIGNATION -  F 220
 LC1087  PID         -  LC1087
 LC1087  STATE/COUNTY-  IL/LOGAN
 LC1087  USGS QUAD   -  LINCOLN EAST (1980)
 LC1087
 LC1087                         *CURRENT SURVEY CONTROL
 LC1087  ___________________________________________________________________
 LC1087* NAD 83(1986)-  40 10 17.     (N)    089 18 39.     (W)     SCALED    
 LC1087* NAVD 88     -       181.970  (meters)     597.01   (feet)  ADJUSTED  
 LC1087  ___________________________________________________________________
 LC1087  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1087  DYNAMIC HT  -         181.877 (meters)     596.71  (feet)  COMP
 LC1087  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 LC1087
 LC1087  VERT ORDER  -  SECOND    CLASS 0
 LC1087
 LC1087.The horizontal coordinates were scaled from a topographic map and have
 LC1087.an estimated accuracy of +/- 6 seconds.
 LC1087
 LC1087.The orthometric height was determined by differential leveling
 LC1087.and adjusted by the National Geodetic Survey in June 1991..
 LC1087
 LC1087.The geoid height was determined by GEOID03.
 LC1087
 LC1087.The dynamic height is computed by dividing the NAVD 88
 LC1087.geopotential number by the normal gravity value computed on the
 LC1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1087.degrees latitude (g = 980.6199 gals.).
 LC1087
 LC1087.The modeled gravity was interpolated from observed gravity values.
 LC1087
 LC1087;                    North         East    Units  Estimated Accuracy
 LC1087;SPC IL W     -   389,370.      772,900.      MT  (+/- 180 meters Scaled)
 LC1087
 LC1087                          SUPERSEDED SURVEY CONTROL
 LC1087
 LC1087  NGVD 29 (??/??/92)  182.049  (m)          597.27   (f) ADJ UNCH    2 0
 LC1087
 LC1087.Superseded values are not recommended for survey control.
 LC1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1087.See file dsdata.txt to determine how the superseded data were derived.
 LC1087
 LC1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK032493(NAD 83)
 LC1087_MARKER: DB = BENCH MARK DISK
 LC1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1087_STAMPING: F 220 1960
 LC1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1087+STABILITY: SURFACE MOTION
 LC1087
 LC1087  HISTORY     - Date     Condition        Report By
 LC1087  HISTORY     - 1960     MONUMENTED       CGS
 LC1087
 LC1087                          STATION DESCRIPTION
 LC1087
 LC1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1087'4.4 MI NE FROM LINCOLN.
 LC1087'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1087'OFFICE IN LINCOLN, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 10,
 LC1087'THENCE 1.5 MILES NORTH ALONG A GRAVEL ROAD, AT A FENCE CORNER
 LC1087'WEST OF THE ROAD, 23 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LC1087'0.5 FEET EAST OF THE FENCE, 2 FEET SOUTH OF THE FENCE CORNER, 24
 LC1087'FEET NORTH OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS POST,
 LC1087'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LC1087'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0528 ***********************************************************************
 NH0528  DESIGNATION -  F 221
 NH0528  PID         -  NH0528
 NH0528  STATE/COUNTY-  IL/WINNEBAGO
 NH0528  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0528
 NH0528                         *CURRENT SURVEY CONTROL
 NH0528  ___________________________________________________________________
 NH0528* NAD 83(1986)-  42 27 00.     (N)    089 04 02.     (W)     SCALED    
 NH0528* NAVD 88     -       222.540  (meters)     730.12   (feet)  ADJUSTED  
 NH0528  ___________________________________________________________________
 NH0528  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH0528  DYNAMIC HT  -         222.471 (meters)     729.89  (feet)  COMP
 NH0528  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NH0528
 NH0528  VERT ORDER  -  FIRST     CLASS II
 NH0528
 NH0528.The horizontal coordinates were scaled from a topographic map and have
 NH0528.an estimated accuracy of +/- 6 seconds.
 NH0528
 NH0528.The orthometric height was determined by differential leveling
 NH0528.and adjusted by the National Geodetic Survey in June 1991..
 NH0528
 NH0528.The geoid height was determined by GEOID03.
 NH0528
 NH0528.The dynamic height is computed by dividing the NAVD 88
 NH0528.geopotential number by the normal gravity value computed on the
 NH0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0528.degrees latitude (g = 980.6199 gals.).
 NH0528
 NH0528.The modeled gravity was interpolated from observed gravity values.
 NH0528
 NH0528;                    North         East    Units  Estimated Accuracy
 NH0528;SPC IL W     -   642,650.      790,440.      MT  (+/- 180 meters Scaled)
 NH0528
 NH0528                          SUPERSEDED SURVEY CONTROL
 NH0528
 NH0528  NGVD 29 (??/??/92)  222.603  (m)          730.32   (f) ADJ UNCH    1 2
 NH0528
 NH0528.Superseded values are not recommended for survey control.
 NH0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0528.See file dsdata.txt to determine how the superseded data were derived.
 NH0528
 NH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN300018(NAD 83)
 NH0528_MARKER: DB = BENCH MARK DISK
 NH0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0528_SP_SET: BRIDGE ABUTMENT
 NH0528_STAMPING: F 221 1960
 NH0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0528
 NH0528  HISTORY     - Date     Condition        Report By
 NH0528  HISTORY     - 1960     MONUMENTED       CGS
 NH0528  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0528
 NH0528                          STATION DESCRIPTION
 NH0528
 NH0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0528'0.8 MI SE FROM ROCKTON.
 NH0528'ABOUT 0.85 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0528'AND PACIFIC RAILROAD FROM THE STATION AT ROCKTON, IN S-24,
 NH0528'R-1 E, T-46 N, 7 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL,
 NH0528'IN TOP OF THE EAST-NORTHEAST END OF THE NORTH-NORTHWEST CONCRETE
 NH0528'ABUTMENT OF RAILROAD BRIDGE ACROSS ROCK RIVER, AND ABOUT 1 1/2
 NH0528'FEET BELOW THE LEVEL OF THE TRACK.
 NH0528
 NH0528                          STATION RECOVERY (1997)
 NH0528
 NH0528'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0569 ***********************************************************************
 NH0569  DESIGNATION -  F 222
 NH0569  PID         -  NH0569
 NH0569  STATE/COUNTY-  IL/WINNEBAGO
 NH0569  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0569
 NH0569                         *CURRENT SURVEY CONTROL
 NH0569  ___________________________________________________________________
 NH0569* NAD 83(1986)-  42 17 21.     (N)    089 06 57.     (W)     SCALED    
 NH0569* NAVD 88     -       220.061  (meters)     721.98   (feet)  ADJUSTED  
 NH0569  ___________________________________________________________________
 NH0569  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0569  DYNAMIC HT  -         219.991 (meters)     721.75  (feet)  COMP
 NH0569  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 NH0569
 NH0569  VERT ORDER  -  FIRST     CLASS II
 NH0569
 NH0569.The horizontal coordinates were scaled from a topographic map and have
 NH0569.an estimated accuracy of +/- 6 seconds.
 NH0569
 NH0569.The orthometric height was determined by differential leveling
 NH0569.and adjusted by the National Geodetic Survey in June 1991..
 NH0569
 NH0569.The geoid height was determined by GEOID03.
 NH0569
 NH0569.The dynamic height is computed by dividing the NAVD 88
 NH0569.geopotential number by the normal gravity value computed on the
 NH0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0569.degrees latitude (g = 980.6199 gals.).
 NH0569
 NH0569.The modeled gravity was interpolated from observed gravity values.
 NH0569
 NH0569;                    North         East    Units  Estimated Accuracy
 NH0569;SPC IL W     -   624,740.      786,660.      MT  (+/- 180 meters Scaled)
 NH0569
 NH0569                          SUPERSEDED SURVEY CONTROL
 NH0569
 NH0569  NGVD 29 (??/??/92)  220.119  (m)          722.17   (f) ADJ UNCH    1 2
 NH0569
 NH0569.Superseded values are not recommended for survey control.
 NH0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0569.See file dsdata.txt to determine how the superseded data were derived.
 NH0569
 NH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM255840(NAD 83)
 NH0569_MARKER: DB = BENCH MARK DISK
 NH0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0569_SP_SET: BRIDGE
 NH0569_STAMPING: F 222 1960
 NH0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0569
 NH0569  HISTORY     - Date     Condition        Report By
 NH0569  HISTORY     - 1960     MONUMENTED       CGS
 NH0569  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0569
 NH0569                          STATION DESCRIPTION
 NH0569
 NH0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0569'AT ROCKFORD.
 NH0569'AT ROCKFORD, ABOUT 1.9 MILES WEST ALONG AUBURN STREET FROM THE
 NH0569'INTERSECTION OF NORTH MAIN STREET, 162 YARDS SOUTH OF THE SOUTH
 NH0569'END OF NORTH CENTRAL AVENUE BRIDGE OVER NORTH FORK KENT CREEK,
 NH0569'IN S-15, R-1E, T-44N, 109 YARDS NORTH OF THE CENTER OF
 NH0569'INTERSECTION OF NORTH CENTRAL AVENUE, 31 FEET EAST OF THE CENTER
 NH0569'LINE OF NORTH CENTRAL AVENUE, 31 FEET EAST OF THE CENTER LINE
 NH0569'OF NORTH CENTRAL AVENUE, 4 FEET SOUTH OF A POWER LINE POLE, ABOUT
 NH0569'1 FOOT BELOW THE LEVEL OF NORTH CENTRAL AVENUE, AND SET IN TOP
 NH0569'OF A CONCRETE POST PROJECTING 2 INCHES.
 NH0569
 NH0569                          STATION RECOVERY (1987)
 NH0569
 NH0569'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0634 ***********************************************************************
 NH0634  DESIGNATION -  F 223
 NH0634  PID         -  NH0634
 NH0634  STATE/COUNTY-  IL/OGLE
 NH0634  USGS QUAD   -  KINGS (1993)
 NH0634
 NH0634                         *CURRENT SURVEY CONTROL
 NH0634  ___________________________________________________________________
 NH0634* NAD 83(1986)-  42 02 39.     (N)    089 05 41.     (W)     SCALED    
 NH0634* NAVD 88     -       268.467  (meters)     880.80   (feet)  ADJUSTED  
 NH0634  ___________________________________________________________________
 NH0634  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NH0634  DYNAMIC HT  -         268.376 (meters)     880.50  (feet)  COMP
 NH0634  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 NH0634
 NH0634  VERT ORDER  -  FIRST     CLASS I
 NH0634
 NH0634.The horizontal coordinates were scaled from a topographic map and have
 NH0634.an estimated accuracy of +/- 6 seconds.
 NH0634
 NH0634.The orthometric height was determined by differential leveling
 NH0634.and adjusted by the National Geodetic Survey in June 1991..
 NH0634
 NH0634.The geoid height was determined by GEOID03.
 NH0634
 NH0634.The dynamic height is computed by dividing the NAVD 88
 NH0634.geopotential number by the normal gravity value computed on the
 NH0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0634.degrees latitude (g = 980.6199 gals.).
 NH0634
 NH0634.The modeled gravity was interpolated from observed gravity values.
 NH0634
 NH0634;                    North         East    Units  Estimated Accuracy
 NH0634;SPC IL W     -   597,540.      788,750.      MT  (+/- 180 meters Scaled)
 NH0634
 NH0634                          SUPERSEDED SURVEY CONTROL
 NH0634
 NH0634  NGVD 29 (??/??/92)  268.498  (m)          880.90   (f) ADJ UNCH    1 1
 NH0634
 NH0634.Superseded values are not recommended for survey control.
 NH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0634.See file dsdata.txt to determine how the superseded data were derived.
 NH0634
 NH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM266568(NAD 83)
 NH0634_MARKER: DB = BENCH MARK DISK
 NH0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0634_STAMPING: F 223 1960
 NH0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0634+STABILITY: SURFACE MOTION
 NH0634
 NH0634  HISTORY     - Date     Condition        Report By
 NH0634  HISTORY     - 1960     MONUMENTED       CGS
 NH0634  HISTORY     - 1969     GOOD             NGS
 NH0634  HISTORY     - 1987     GOOD             USPSQD
 NH0634  HISTORY     - 19960514 GOOD             USPSQD
 NH0634  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0634  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0634
 NH0634                          STATION DESCRIPTION
 NH0634
 NH0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0634'1.3 MI S FROM HOLCOMB.
 NH0634'ABOUT 1.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0634'RAILROAD FROM THE STATION AT HOLCOMB, OR ABOUT 2.75 MILES NORTH
 NH0634'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE FIRST
 NH0634'PRESBYTERIAN CHURCH AT KINGS, 216 YARDS SOUTH OF MILEPOST 8,
 NH0634'120 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 NH0634'AND A PAVED ROAD, 47 FEET EAST OF THE EAST RAIL OF THE MAIN
 NH0634'TRACK, 85 1/2 FEET SOUTH OF A CORNER FENCE POST, 11 1/2 FEET
 NH0634'EAST OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES, 4 1/2
 NH0634'FEET NORTH OF THE BASE OF A GUY WIRE, ABOUT 1/2 FOOT BELOW THE
 NH0634'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 NH0634'IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 11, T41N, R1E.
 NH0634
 NH0634                          STATION RECOVERY (1987)
 NH0634
 NH0634'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0634'RECOVERED IN GOOD CONDITION.
 NH0634
 NH0634                          STATION RECOVERY (1996)
 NH0634
 NH0634'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0634'RECOVERED IN GOOD CONDITION.
 NH0634
 NH0634                          STATION RECOVERY (2001)
 NH0634
 NH0634'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0634'MARK NOT FOUND.
 NH0634
 NH0634                          STATION RECOVERY (2004)
 NH0634
 NH0634'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0566 ***********************************************************************
 MF0566  DESIGNATION -  F 224
 MF0566  PID         -  MF0566
 MF0566  STATE/COUNTY-  IL/LEE
 MF0566  USGS QUAD   -  STEWARD (1993)
 MF0566
 MF0566                         *CURRENT SURVEY CONTROL
 MF0566  ___________________________________________________________________
 MF0566* NAD 83(1986)-  41 49 57.     (N)    089 01 36.     (W)     SCALED    
 MF0566* NAVD 88     -       246.026  (meters)     807.17   (feet)  ADJUSTED  
 MF0566  ___________________________________________________________________
 MF0566  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0566  DYNAMIC HT  -         245.936 (meters)     806.88  (feet)  COMP
 MF0566  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 MF0566
 MF0566  VERT ORDER  -  FIRST     CLASS I
 MF0566
 MF0566.The horizontal coordinates were scaled from a topographic map and have
 MF0566.an estimated accuracy of +/- 6 seconds.
 MF0566
 MF0566.The orthometric height was determined by differential leveling
 MF0566.and adjusted by the National Geodetic Survey in June 1991..
 MF0566
 MF0566.The geoid height was determined by GEOID03.
 MF0566
 MF0566.The dynamic height is computed by dividing the NAVD 88
 MF0566.geopotential number by the normal gravity value computed on the
 MF0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0566.degrees latitude (g = 980.6199 gals.).
 MF0566
 MF0566.The modeled gravity was interpolated from observed gravity values.
 MF0566
 MF0566;                    North         East    Units  Estimated Accuracy
 MF0566;SPC IL W     -   574,110.      794,690.      MT  (+/- 180 meters Scaled)
 MF0566
 MF0566                          SUPERSEDED SURVEY CONTROL
 MF0566
 MF0566  NGVD 29 (??/??/92)  246.082  (m)          807.35   (f) ADJ UNCH    1 1
 MF0566
 MF0566.Superseded values are not recommended for survey control.
 MF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0566.See file dsdata.txt to determine how the superseded data were derived.
 MF0566
 MF0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM317331(NAD 83)
 MF0566_MARKER: DB = BENCH MARK DISK
 MF0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0566_STAMPING: F 224 1960
 MF0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0566+STABILITY: SURFACE MOTION
 MF0566
 MF0566  HISTORY     - Date     Condition        Report By
 MF0566  HISTORY     - 1960     MONUMENTED       CGS
 MF0566  HISTORY     - 1969     GOOD             NGS
 MF0566  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0566  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0566  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF0566
 MF0566                          STATION DESCRIPTION
 MF0566
 MF0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0566'6.8 MI S FROM ROCHELLE.
 MF0566'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0566'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 1.25 MILES SOUTH
 MF0566'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 MF0566'NEAR THE CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 44 1/2 FEET
 MF0566'EAST OF THE EAST RAIL, 91 FEET SOUTH OF THE CENTER LINE OF THE
 MF0566'GRAVELED ROAD, 129 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM
 MF0566'POWER POLE NUMBER 565, 93 FEET SOUTHWEST OF THE MOST WESTERLY
 MF0566'OF 6 COTTON WOOD TREES, 1.8 FEET SOUTH OF A METAL WITNESS POST,
 MF0566'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 MF0566'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 MF0566'OF THE GROUND.  SEC 29, T39N, R 2E.
 MF0566
 MF0566                          STATION RECOVERY (1995)
 MF0566
 MF0566'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0566'MARK NOT FOUND.
 MF0566
 MF0566                          STATION RECOVERY (2002)
 MF0566
 MF0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0566'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0566
 MF0566                          STATION RECOVERY (2003)
 MF0566
 MF0566'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1823 ***********************************************************************
 MF1823  DESIGNATION -  F 225 RESET
 MF1823  PID         -  MF1823
 MF1823  STATE/COUNTY-  IL/LA SALLE
 MF1823  USGS QUAD   -  MENDOTA EAST (1993)
 MF1823
 MF1823                         *CURRENT SURVEY CONTROL
 MF1823  ___________________________________________________________________
 MF1823* NAD 83(1986)-  41 30 45.     (N)    089 07 05.     (W)     SCALED    
 MF1823* NAVD 88     -       218.96   (meters)     718.4    (feet)  RESET     
 MF1823  ___________________________________________________________________
 MF1823  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1823
 MF1823  VERT ORDER  -  THIRD
 MF1823
 MF1823.The horizontal coordinates were scaled from a topographic map and have
 MF1823.an estimated accuracy of +/- 6 seconds.
 MF1823
 MF1823.The orthometric height was computed from unverified reset data.
 MF1823.No vertical observational check was made to the station.
 MF1823
 MF1823.The geoid height was determined by GEOID03.
 MF1823
 MF1823;                    North         East    Units  Estimated Accuracy
 MF1823;SPC IL E     -   538,260.      234,490.      MT  (+/- 180 meters Scaled)
 MF1823
 MF1823                          SUPERSEDED SURVEY CONTROL
 MF1823
 MF1823  NGVD 29 (03/28/06)  219.01   (m)          718.5    (f) RESET       3  
 MF1823
 MF1823.Superseded values are not recommended for survey control.
 MF1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1823.See file dsdata.txt to determine how the superseded data were derived.
 MF1823
 MF1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL232978(NAD 83)
 MF1823_MARKER: DB = BENCH MARK DISK
 MF1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1823_SP_SET: CONCRETE POST
 MF1823_STAMPING: F 225 RESET 1987
 MF1823_MARK LOGO: NGS   
 MF1823_PROJECTION: FLUSH
 MF1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1823+STABILITY: SURFACE MOTION
 MF1823
 MF1823  HISTORY     - Date     Condition        Report By
 MF1823  HISTORY     - 1987     MONUMENTED       NGS
 MF1823
 MF1823                          STATION DESCRIPTION
 MF1823
 MF1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 MF1823'4.8 KM (3.00 MI) SE FROM MENDOTA.
 MF1823'IN SEC. 16, R.1E., T.35N AND ON PROPERTY OF MARK KRENZ OF R.R. 2, 240
 MF1823'NORTH 40TH RD, MENDOTA, ILLINOIS 61342 - PHONE NO. (815) 539-7677,
 MF1823'WHO LIVES AT THE STATION SITE.  TO REACH FROM THE JUNCTION OF U.S.
 MF1823'HIGHWAYS 52, 34 AND STATE ROUTE 251 AT THE WEST SIDE OF MENDOTA, GO
 MF1823'SOUTH ON HIGHWAY 251 AND 52 FOR 4.1 KM (2.55 MI) TO A CROSSROAD,
 MF1823'NORTH 40TH ROAD.  TURN LEFT AND GO EAST FOR 0.7 KM (0.45 MI) TO MR.
 MF1823'MARK KRENZS HOUSE ON RIGHT AND STATION AS DESCRIBED, 35.6 M
 MF1823'(116.8 FT) EAST FROM THE CENTER OF DRIVEWAY LEADING TO MR. KRENZS
 MF1823'HOME, 9.4 M (30.8 FT) SOUTH FROM THE CENTER OF NORTH 40TH RD., 4.8 M
 MF1823'(15.7 FT) EAST FROM A 10 INCH SPRUCE TREE, 3.0 M (9.8 FT) SOUTH FROM
 MF1823'THE WEST END OF A METAL CULVERT UNDER A FIELD ENTRANCE, 0.4 M
 MF1823'(1.3 FT) SOUTHEAST FROM THE NORTH END OF A WOODEN FENCE AND A
 MF1823'CARSONITE WITNESS POST AND 0.3 M (1.0 FT) EAST FROM THE NORTH-SOUTH
 MF1823'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0094 ***********************************************************************
 NH0094  DESIGNATION -  F 226
 NH0094  PID         -  NH0094
 NH0094  STATE/COUNTY-  IL/MCHENRY
 NH0094  USGS QUAD   -  RICHMOND (1992)
 NH0094
 NH0094                         *CURRENT SURVEY CONTROL
 NH0094  ___________________________________________________________________
 NH0094* NAD 83(1986)-  42 28 32.     (N)    088 21 35.     (W)     SCALED    
 NH0094* NAVD 88     -       269.060  (meters)     882.74   (feet)  ADJUSTED  
 NH0094  ___________________________________________________________________
 NH0094  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NH0094  DYNAMIC HT  -         268.974 (meters)     882.46  (feet)  COMP
 NH0094  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 NH0094
 NH0094  VERT ORDER  -  SECOND    CLASS 0
 NH0094
 NH0094.The horizontal coordinates were scaled from a topographic map and have
 NH0094.an estimated accuracy of +/- 6 seconds.
 NH0094
 NH0094.The orthometric height was determined by differential leveling
 NH0094.and adjusted by the National Geodetic Survey in June 1991..
 NH0094
 NH0094.The geoid height was determined by GEOID03.
 NH0094
 NH0094.The dynamic height is computed by dividing the NAVD 88
 NH0094.geopotential number by the normal gravity value computed on the
 NH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0094.degrees latitude (g = 980.6199 gals.).
 NH0094
 NH0094.The modeled gravity was interpolated from observed gravity values.
 NH0094
 NH0094;                    North         East    Units  Estimated Accuracy
 NH0094;SPC IL E     -   644,930.      297,830.      MT  (+/- 180 meters Scaled)
 NH0094
 NH0094                          SUPERSEDED SURVEY CONTROL
 NH0094
 NH0094  NGVD 29 (??/??/92)  269.128  (m)          882.96   (f) ADJ UNCH    2 0
 NH0094
 NH0094.Superseded values are not recommended for survey control.
 NH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0094.See file dsdata.txt to determine how the superseded data were derived.
 NH0094
 NH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN882034(NAD 83)
 NH0094_MARKER: DB = BENCH MARK DISK
 NH0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0094_STAMPING: F 226 1960
 NH0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0094+STABILITY: SURFACE MOTION
 NH0094
 NH0094  HISTORY     - Date     Condition        Report By
 NH0094  HISTORY     - 1960     MONUMENTED       CGS
 NH0094  HISTORY     - 19930822 MARK NOT FOUND   USPSQD
 NH0094
 NH0094                          STATION DESCRIPTION
 NH0094
 NH0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0094'3.2 MI NW FROM RICHMOND.
 NH0094'ABOUT 3.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0094'AND PACIFIC RAILROAD FROM THE CROSSING OF THE CHICAGO AND NORTH
 NH0094'WESTERN RAILWAY IN THE SOUTH PART OF RICHMOND, 0.5 MILE WEST OF
 NH0094'MILEPOLE 60, 0.8 MILE WEST OF THE CROSSING OF STATE HIGHWAY 173,
 NH0094'AT THE CROSSING OF A FARM ROAD, 45 FEET SOUTH OF THE SOUTH RAIL,
 NH0094'17 FEET EAST OF THE CENTER LINE OF FARM ROAD, 3 1/2 FEET EAST
 NH0094'OF THE EAST ONE OF TWO T FENCE CORNER POSTS, 2 FEET NORTH OF
 NH0094'THE RIGHT-OF-WAY FENCE LINE, 2 FEET WEST OF A STEEL WITNESS
 NH0094'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP
 NH0094'OF A CONCRETE POST PROJECTING 4 INCHES.
 NH0094
 NH0094                          STATION RECOVERY (1993)
 NH0094
 NH0094'RECOVERY NOTE BY US POWER SQUADRON 1993
 NH0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0167 ***********************************************************************
 NH0167  DESIGNATION -  F 227
 NH0167  PID         -  NH0167
 NH0167  STATE/COUNTY-  IL/KANE
 NH0167  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0167
 NH0167                         *CURRENT SURVEY CONTROL
 NH0167  ___________________________________________________________________
 NH0167* NAD 83(1986)-  42 09 02.     (N)    088 17 07.     (W)     SCALED    
 NH0167* NAVD 88     -       226.951  (meters)     744.59   (feet)  ADJUSTED  
 NH0167  ___________________________________________________________________
 NH0167  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NH0167  DYNAMIC HT  -         226.872 (meters)     744.33  (feet)  COMP
 NH0167  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 NH0167
 NH0167  VERT ORDER  -  SECOND    CLASS 0
 NH0167
 NH0167.The horizontal coordinates were scaled from a topographic map and have
 NH0167.an estimated accuracy of +/- 6 seconds.
 NH0167
 NH0167.The orthometric height was determined by differential leveling
 NH0167.and adjusted by the National Geodetic Survey in June 1991..
 NH0167
 NH0167.The geoid height was determined by GEOID03.
 NH0167
 NH0167.The dynamic height is computed by dividing the NAVD 88
 NH0167.geopotential number by the normal gravity value computed on the
 NH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0167.degrees latitude (g = 980.6199 gals.).
 NH0167
 NH0167.The modeled gravity was interpolated from observed gravity values.
 NH0167
 NH0167;                    North         East    Units  Estimated Accuracy
 NH0167;SPC IL E     -   608,830.      303,970.      MT  (+/- 180 meters Scaled)
 NH0167
 NH0167                          SUPERSEDED SURVEY CONTROL
 NH0167
 NH0167  NGVD 29 (??/??/92)  227.012  (m)          744.79   (f) ADJ UNCH    2 0
 NH0167
 NH0167.Superseded values are not recommended for survey control.
 NH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0167.See file dsdata.txt to determine how the superseded data were derived.
 NH0167
 NH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM938672(NAD 83)
 NH0167_MARKER: DB = BENCH MARK DISK
 NH0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0167_SP_SET: ABUTMENT
 NH0167_STAMPING: F 227 1960
 NH0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0167
 NH0167  HISTORY     - Date     Condition        Report By
 NH0167  HISTORY     - 1960     MONUMENTED       CGS
 NH0167  HISTORY     - 1987     GOOD             USPSQD
 NH0167  HISTORY     - 1990     GOOD             USPSQD
 NH0167  HISTORY     - 19980527 GOOD             USPSQD
 NH0167
 NH0167                          STATION DESCRIPTION
 NH0167
 NH0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0167'1.2 MI SE FROM ALGONQUIN.
 NH0167'ABOUT 1.15 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NH0167'RAILWAY FROM THE STATION AT ALGONQUIN, 0.45 MILE SOUTHEAST OF
 NH0167'MILEPOLE 52, AT THE CROSSING OF A DIRT ROAD, 7 FEET NORTHEAST
 NH0167'OF THE NORTHEAST RAIL, IN TOP OF THE NORTHEAST END OF THE
 NH0167'NORTHWEST STONE ABUTMENT OF 15-FOOT BRIDGE 653, 1 FOOT SOUTHWEST
 NH0167'OF THE NORTHEAST END OF THE ABUTMENT, 29 FEET EAST OF THE
 NH0167'CENTER LINE OF CROSSING OF DIRT ROAD, AND ABOUT 2 FEET BELOW
 NH0167'THE LEVEL OF THE TRACK.
 NH0167
 NH0167                          STATION RECOVERY (1987)
 NH0167
 NH0167'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0167'RECOVERED IN GOOD CONDITION.
 NH0167
 NH0167                          STATION RECOVERY (1990)
 NH0167
 NH0167'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0167'RECOVERED IN GOOD CONDITION.
 NH0167
 NH0167                          STATION RECOVERY (1998)
 NH0167
 NH0167'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0454 ***********************************************************************
 NH0454  DESIGNATION -  F 228
 NH0454  PID         -  NH0454
 NH0454  STATE/COUNTY-  IL/WINNEBAGO
 NH0454  USGS QUAD   -  WINNEBAGO (1976)
 NH0454
 NH0454                         *CURRENT SURVEY CONTROL
 NH0454  ___________________________________________________________________
 NH0454* NAD 83(1986)-  42 15 56.     (N)    089 07 48.     (W)     SCALED    
 NH0454* NAVD 88     -       228.986  (meters)     751.26   (feet)  ADJUSTED  
 NH0454  ___________________________________________________________________
 NH0454  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NH0454  DYNAMIC HT  -         228.913 (meters)     751.03  (feet)  COMP
 NH0454  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 NH0454
 NH0454  VERT ORDER  -  FIRST     CLASS II
 NH0454
 NH0454.The horizontal coordinates were scaled from a topographic map and have
 NH0454.an estimated accuracy of +/- 6 seconds.
 NH0454
 NH0454.The orthometric height was determined by differential leveling
 NH0454.and adjusted by the National Geodetic Survey in June 1991..
 NH0454
 NH0454.The geoid height was determined by GEOID03.
 NH0454
 NH0454.The dynamic height is computed by dividing the NAVD 88
 NH0454.geopotential number by the normal gravity value computed on the
 NH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0454.degrees latitude (g = 980.6199 gals.).
 NH0454
 NH0454.The modeled gravity was interpolated from observed gravity values.
 NH0454
 NH0454;                    North         East    Units  Estimated Accuracy
 NH0454;SPC IL W     -   622,100.      785,530.      MT  (+/- 180 meters Scaled)
 NH0454
 NH0454                          SUPERSEDED SURVEY CONTROL
 NH0454
 NH0454  NGVD 29 (??/??/92)  229.043  (m)          751.45   (f) ADJ UNCH    1 2
 NH0454
 NH0454.Superseded values are not recommended for survey control.
 NH0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0454.See file dsdata.txt to determine how the superseded data were derived.
 NH0454
 NH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM243814(NAD 83)
 NH0454_MARKER: DB = BENCH MARK DISK
 NH0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0454_SP_SET: BRIDGE
 NH0454_STAMPING: F 228 1960
 NH0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0454
 NH0454  HISTORY     - Date     Condition        Report By
 NH0454  HISTORY     - 1960     MONUMENTED       CGS
 NH0454  HISTORY     - 1987     GOOD             USPSQD
 NH0454  HISTORY     - 19970606 GOOD             USPSQD
 NH0454
 NH0454                          STATION DESCRIPTION
 NH0454
 NH0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0454'1.8 MI W FROM ROCKFORD.
 NH0454'ABOUT 1.85 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0454'FROM THE OVERPASS OVER STATE HIGHWAY 2 (SOUTH MAIN STREET) AT
 NH0454'ROCKFORD, IN SECTION 28, R 1 E, T 44 N, 0.4 MILE WEST OF MILE
 NH0454'POST 94, ABOUT 65 YARDS WEST OF RAILROAD OVERPASS OVER SOUTH
 NH0454'HORACE AVENUE, IN THE TOP OF EAST END OF THE SOUTH HEAD WALL OF
 NH0454'AN ARCHED BRIDGE (NO. 480) OVER A SMALL STREAM, 13 FEET SOUTH
 NH0454'OF SOUTH RAIL, 2 FEET WEST OF EAST END OF HEAD WALL, 1 1/2 FEET
 NH0454'NORTH OF SOUTH EDGE OF HEADWALL AND ABOUT 2 FEET BELOW LEVEL OF
 NH0454'TRACK.
 NH0454
 NH0454                          STATION RECOVERY (1987)
 NH0454
 NH0454'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0454'RECOVERED IN GOOD CONDITION.
 NH0454
 NH0454                          STATION RECOVERY (1997)
 NH0454
 NH0454'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0863 ***********************************************************************
 LC0863  DESIGNATION -  F 229
 LC0863  PID         -  LC0863
 LC0863  STATE/COUNTY-  IL/WOODFORD
 LC0863  USGS QUAD   -  BENSON (1995)
 LC0863
 LC0863                         *CURRENT SURVEY CONTROL
 LC0863  ___________________________________________________________________
 LC0863* NAD 83(1986)-  40 45 57.     (N)    089 01 08.     (W)     SCALED    
 LC0863* NAVD 88     -       217.712  (meters)     714.28   (feet)  ADJUSTED  
 LC0863  ___________________________________________________________________
 LC0863  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LC0863  DYNAMIC HT  -         217.615 (meters)     713.96  (feet)  COMP
 LC0863  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 LC0863
 LC0863  VERT ORDER  -  FIRST     CLASS I
 LC0863
 LC0863.The horizontal coordinates were scaled from a topographic map and have
 LC0863.an estimated accuracy of +/- 6 seconds.
 LC0863
 LC0863.The orthometric height was determined by differential leveling
 LC0863.and adjusted by the National Geodetic Survey in June 1991..
 LC0863
 LC0863.The geoid height was determined by GEOID03.
 LC0863
 LC0863.The dynamic height is computed by dividing the NAVD 88
 LC0863.geopotential number by the normal gravity value computed on the
 LC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0863.degrees latitude (g = 980.6199 gals.).
 LC0863
 LC0863.The modeled gravity was interpolated from observed gravity values.
 LC0863
 LC0863;                    North         East    Units  Estimated Accuracy
 LC0863;SPC IL W     -   455,660.      796,910.      MT  (+/- 180 meters Scaled)
 LC0863
 LC0863                          SUPERSEDED SURVEY CONTROL
 LC0863
 LC0863  NGVD 29 (??/??/92)  217.754  (m)          714.41   (f) ADJ UNCH    1 1
 LC0863
 LC0863.Superseded values are not recommended for survey control.
 LC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0863.See file dsdata.txt to determine how the superseded data were derived.
 LC0863
 LC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL296147(NAD 83)
 LC0863_MARKER: DB = BENCH MARK DISK
 LC0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0863_STAMPING: F 229 1960
 LC0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0863+STABILITY: SURFACE MOTION
 LC0863
 LC0863  HISTORY     - Date     Condition        Report By
 LC0863  HISTORY     - 1960     MONUMENTED       CGS
 LC0863  HISTORY     - 1969     GOOD             NGS
 LC0863  HISTORY     - 19981014 GOOD             USPSQD
 LC0863
 LC0863                          STATION DESCRIPTION
 LC0863
 LC0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0863'2 MI N FROM EL PASO.
 LC0863'ABOUT 1.95 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0863'THE STATION AT EL PASO, 0.25 MILE SOUTH OF MILEPOST 816, 95 FEET
 LC0863'WEST OF THE WEST RAIL, 62 FEET NORTHEAST OF A TELEPHONE POLE, 47
 LC0863'FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 86 FEET
 LC0863'WEST-SOUTHWEST OF A RAILROAD CROSSING SIGN, 18 FEET SOUTH OF A
 LC0863'CORNER FENCE POST, 1 1/2 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE
 LC0863'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 LC0863'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 32, T27N, R2E
 LC0863
 LC0863                          STATION RECOVERY (1998)
 LC0863
 LC0863'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0637 ***********************************************************************
 KB0637  DESIGNATION -  F 23
 KB0637  PID         -  KB0637
 KB0637  STATE/COUNTY-  IL/PIATT
 KB0637  USGS QUAD   -  BEMENT (1983)
 KB0637
 KB0637                         *CURRENT SURVEY CONTROL
 KB0637  ___________________________________________________________________
 KB0637* NAD 83(1986)-  39 59 56.     (N)    088 34 46.     (W)     SCALED    
 KB0637* NAVD 88     -       216.998  (meters)     711.93   (feet)  ADJUSTED  
 KB0637  ___________________________________________________________________
 KB0637  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB0637  DYNAMIC HT  -         216.887 (meters)     711.57  (feet)  COMP
 KB0637  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 KB0637
 KB0637  VERT ORDER  -  SECOND    CLASS 0
 KB0637
 KB0637.The horizontal coordinates were scaled from a topographic map and have
 KB0637.an estimated accuracy of +/- 6 seconds.
 KB0637
 KB0637.The orthometric height was determined by differential leveling
 KB0637.and adjusted by the National Geodetic Survey in June 1991..
 KB0637
 KB0637.The geoid height was determined by GEOID03.
 KB0637
 KB0637.The dynamic height is computed by dividing the NAVD 88
 KB0637.geopotential number by the normal gravity value computed on the
 KB0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0637.degrees latitude (g = 980.6199 gals.).
 KB0637
 KB0637.The modeled gravity was interpolated from observed gravity values.
 KB0637
 KB0637;                    North         East    Units  Estimated Accuracy
 KB0637;SPC IL E     -   369,910.      278,980.      MT  (+/- 180 meters Scaled)
 KB0637
 KB0637                          SUPERSEDED SURVEY CONTROL
 KB0637
 KB0637  NGVD 29 (??/??/92)  217.067  (m)          712.16   (f) ADJ UNCH    2 0
 KB0637
 KB0637.Superseded values are not recommended for survey control.
 KB0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0637.See file dsdata.txt to determine how the superseded data were derived.
 KB0637
 KB0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK651288(NAD 83)
 KB0637_MARKER: DB = BENCH MARK DISK
 KB0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0637_SP_SET: OVERPASS
 KB0637_STAMPING: F 23 1934
 KB0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0637
 KB0637  HISTORY     - Date     Condition        Report By
 KB0637  HISTORY     - 1934     MONUMENTED       CGS
 KB0637
 KB0637                          STATION DESCRIPTION
 KB0637
 KB0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0637'2 MI S FROM MONTICELLO.
 KB0637'2.0 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE ILLINOIS
 KB0637'CENTRAL RAILROAD UNDERPASS AT MONTICELLO, PIATT COUNTY, 38 POLES
 KB0637'SOUTH OF MILEPOST 147, AT PRIVATE OVERPASS NO. 1411, IN THE TOP
 KB0637'OF THE WEST END OF THE NORTH ABUTMENT, 8 FEET WEST OF THE
 KB0637'CENTERLINE OF THE WEST TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 KB0637'TRACK.  A STANDARD DISK, STAMPED F 23 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0741 ***********************************************************************
 MF0741  DESIGNATION -  F 230
 MF0741  PID         -  MF0741
 MF0741  STATE/COUNTY-  IL/LA SALLE
 MF0741  USGS QUAD   -  WENONA (1996)
 MF0741
 MF0741                         *CURRENT SURVEY CONTROL
 MF0741  ___________________________________________________________________
 MF0741* NAD 83(1986)-  41 06 17.     (N)    089 03 13.     (W)     SCALED    
 MF0741* NAVD 88     -       208.102  (meters)     682.75   (feet)  ADJUSTED  
 MF0741  ___________________________________________________________________
 MF0741  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MF0741  DYNAMIC HT  -         208.015 (meters)     682.46  (feet)  COMP
 MF0741  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 MF0741
 MF0741  VERT ORDER  -  FIRST     CLASS I
 MF0741
 MF0741.The horizontal coordinates were scaled from a topographic map and have
 MF0741.an estimated accuracy of +/- 6 seconds.
 MF0741
 MF0741.The orthometric height was determined by differential leveling
 MF0741.and adjusted by the National Geodetic Survey in June 1991..
 MF0741
 MF0741.The geoid height was determined by GEOID03.
 MF0741
 MF0741.The dynamic height is computed by dividing the NAVD 88
 MF0741.geopotential number by the normal gravity value computed on the
 MF0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0741.degrees latitude (g = 980.6199 gals.).
 MF0741
 MF0741.The modeled gravity was interpolated from observed gravity values.
 MF0741
 MF0741;                    North         East    Units  Estimated Accuracy
 MF0741;SPC IL E     -   492,920.      239,500.      MT  (+/- 180 meters Scaled)
 MF0741
 MF0741                          SUPERSEDED SURVEY CONTROL
 MF0741
 MF0741  NGVD 29 (??/??/92)  208.155  (m)          682.92   (f) ADJ UNCH    1 1
 MF0741
 MF0741.Superseded values are not recommended for survey control.
 MF0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0741.See file dsdata.txt to determine how the superseded data were derived.
 MF0741
 MF0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL275524(NAD 83)
 MF0741_MARKER: DB = BENCH MARK DISK
 MF0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0741_STAMPING: F 230 1960
 MF0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0741+STABILITY: SURFACE MOTION
 MF0741
 MF0741  HISTORY     - Date     Condition        Report By
 MF0741  HISTORY     - 1960     MONUMENTED       CGS
 MF0741  HISTORY     - 1969     GOOD             NGS
 MF0741  HISTORY     - 19970728 MARK NOT FOUND   USPSQD
 MF0741  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF0741
 MF0741                          STATION DESCRIPTION
 MF0741
 MF0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0741'2.6 MI S FROM LOSTANT.
 MF0741'ABOUT 2.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0741'THE STATION AT LOSTANT, OR ABOUT 3.6 MILES NORTH ALONG THE
 MF0741'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT WENONA, 0.2 MILE
 MF0741'NORTH OF MILEPOST 839, 123 FEET NORTHWEST OF THE CENTER OF A
 MF0741'CROSSING OF THE RAILROAD AND A GRAVELED ROAD WHICH IS THE
 MF0741'LA SALLE-MARSHALL COUNTY LINE, 95 FEET WEST OF THE WEST RAIL,
 MF0741'60 FEET NORTH OF THE CENTER LINE OF THE ROAD, 89 1/2 FEET NORTH
 MF0741'AND ACROSS THE ROAD FROM A POWER POLE, 56 FEET WEST OF A TELEPHONE
 MF0741'POLE, 26 FEET NORTH OF A CORNER FENCE POST, 1 FOOT EAST OF A
 MF0741'FENCE, 2.3 FEET NORTH-NORTHEAST OF A METAL WITESS POST, ABOUT
 MF0741'2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 MF0741'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 MF0741'GROUND.  SEC 36, T31N, R1E
 MF0741
 MF0741                          STATION RECOVERY (1997)
 MF0741
 MF0741'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0741'MARK NOT FOUND.
 MF0741
 MF0741                          STATION RECOVERY (2002)
 MF0741
 MF0741'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1268 ***********************************************************************
 MF1268  DESIGNATION -  F 231 RESET 1979
 MF1268  PID         -  MF1268
 MF1268  STATE/COUNTY-  IL/LA SALLE
 MF1268  USGS QUAD   -  OTTAWA (1994)
 MF1268
 MF1268                         *CURRENT SURVEY CONTROL
 MF1268  ___________________________________________________________________
 MF1268* NAD 83(1986)-  41 20 56.     (N)    088 48 45.     (W)     SCALED    
 MF1268* NAVD 88     -       149.73   (+/-2cm)     491.2    (feet)  VERTCON   
 MF1268  ___________________________________________________________________
 MF1268  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MF1268
 MF1268  VERT ORDER  -  THIRD (See Below)
 MF1268
 MF1268.The horizontal coordinates were scaled from a topographic map and have
 MF1268.an estimated accuracy of +/- 6 seconds.
 MF1268
 MF1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1268.The vertical order pertains to the NGVD 29 superseded value.
 MF1268
 MF1268.The geoid height was determined by GEOID03.
 MF1268
 MF1268;                    North         East    Units  Estimated Accuracy
 MF1268;SPC IL E     -   519,900.      259,900.      MT  (+/- 180 meters Scaled)
 MF1268
 MF1268                          SUPERSEDED SURVEY CONTROL
 MF1268
 MF1268  NGVD 29 (03/28/06)  149.78   (m)          491.4    (f) RESET       3  
 MF1268
 MF1268.Superseded values are not recommended for survey control.
 MF1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1268.See file dsdata.txt to determine how the superseded data were derived.
 MF1268
 MF1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL483790(NAD 83)
 MF1268_MARKER: DB = BENCH MARK DISK
 MF1268_SETTING: 0 = UNSPECIFIED SETTING
 MF1268_STAMPING: F 231 RESET 1979
 MF1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1268
 MF1268  HISTORY     - Date     Condition        Report By
 MF1268  HISTORY     - 1979     MONUMENTED       NGS
 MF1268  HISTORY     - 19970815 MARK NOT FOUND   USPSQD
 MF1268  HISTORY     - 20010331 GOOD             NGS
 MF1268  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF1268
 MF1268                          STATION DESCRIPTION
 MF1268
 MF1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 MF1268'0.7 MI SE FROM OTTAWA.
 MF1268'0.7 MILE SOUTHEAST ALONG A BLACKTOP ROAD ALONG THE SOUTH SIDE OF THE
 MF1268'ABANDONED ILLINOIS AMD MICHIGAN CANAL FROM THE EAST END OF A FOOT
 MF1268'BRIDGE ACROSS THE FOX RIVER IN OTTAWA, 53 FEET SOUTH OF CENTERLINE OF
 MF1268'THE ROAD, 40 FEET WEST OF CENTERLINE OF GRAVEL DRIVEWAY TO KINGDOM
 MF1268'HALL CHURCH, AND 1.0 FEET WEST OF AN ILLINOIS AND MICHIGA PROPERTY
 MF1268'LINE MARKED BEING AN ALUMINUM PIPE MARK.
 MF1268'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 MF1268'THE MARK IS 1.0 FT ABOVE ROAD.
 MF1268
 MF1268                          STATION RECOVERY (1997)
 MF1268
 MF1268'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1268'MARK NOT FOUND.
 MF1268
 MF1268                          STATION RECOVERY (2001)
 MF1268
 MF1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1268'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1268
 MF1268                          STATION RECOVERY (2002)
 MF1268
 MF1268'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0833 ***********************************************************************
 MF0833  DESIGNATION -  F 232
 MF0833  PID         -  MF0833
 MF0833  STATE/COUNTY-  IL/LA SALLE
 MF0833  USGS QUAD   -  SPRING VALLEY (1979)
 MF0833
 MF0833                         *CURRENT SURVEY CONTROL
 MF0833  ___________________________________________________________________
 MF0833* NAD 83(1986)-  41 19 03.     (N)    089 08 57.     (W)     SCALED    
 MF0833* NAVD 88     -       141.284  (meters)     463.53   (feet)  ADJUSTED  
 MF0833  ___________________________________________________________________
 MF0833  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0833  DYNAMIC HT  -         141.227 (meters)     463.34  (feet)  COMP
 MF0833  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 MF0833
 MF0833  VERT ORDER  -  FIRST     CLASS II
 MF0833
 MF0833.The horizontal coordinates were scaled from a topographic map and have
 MF0833.an estimated accuracy of +/- 6 seconds.
 MF0833
 MF0833.The orthometric height was determined by differential leveling
 MF0833.and adjusted by the National Geodetic Survey in June 1991..
 MF0833
 MF0833.The geoid height was determined by GEOID03.
 MF0833
 MF0833.The dynamic height is computed by dividing the NAVD 88
 MF0833.geopotential number by the normal gravity value computed on the
 MF0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0833.degrees latitude (g = 980.6199 gals.).
 MF0833
 MF0833.The modeled gravity was interpolated from observed gravity values.
 MF0833
 MF0833;                    North         East    Units  Estimated Accuracy
 MF0833;SPC IL E     -   516,620.      231,690.      MT  (+/- 180 meters Scaled)
 MF0833
 MF0833                          SUPERSEDED SURVEY CONTROL
 MF0833
 MF0833  NGVD 29 (??/??/92)  141.362  (m)          463.79   (f) ADJ UNCH    1 2
 MF0833
 MF0833.Superseded values are not recommended for survey control.
 MF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0833.See file dsdata.txt to determine how the superseded data were derived.
 MF0833
 MF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL201762(NAD 83)
 MF0833_MARKER: DB = BENCH MARK DISK
 MF0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0833_SP_SET: CULVERT
 MF0833_STAMPING: F 232 1960
 MF0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0833+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 MF0833
 MF0833  HISTORY     - Date     Condition        Report By
 MF0833  HISTORY     - 1960     MONUMENTED       CGS
 MF0833  HISTORY     - 19970711 GOOD             USPSQD
 MF0833  HISTORY     - 20020803 GOOD             USPSQD
 MF0833
 MF0833                          STATION DESCRIPTION
 MF0833
 MF0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0833'1.3 MI W FROM PERU.
 MF0833'ABOUT 1.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0833'RAILROAD FROM THE POWER PLANT AT PERU, 0.4 MILE EAST OF MILEPOST
 MF0833'102, IN S-19, R-1E, T-33N, 36 YARDS WEST OF FOOT-PATH CROSSING
 MF0833'OF PATH TO HUGHES FUEL OIL COMPANY BARGE DOCK, 12 FEET NORTH
 MF0833'OF NORTH RAIL OF NORTH TRACK, IN TOP AND WEST END OF THE NORTH
 MF0833'CONCRETE HEAD WALL OF A 4-FOOT STONE MASONRY CULVERT UNDER
 MF0833'RAILROAD TRACK, AND 2 1/2 FEET BELOW THE LEVEL OF TRACK.
 MF0833
 MF0833                          STATION RECOVERY (1997)
 MF0833
 MF0833'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0833'RECOVERED IN GOOD CONDITION.
 MF0833
 MF0833                          STATION RECOVERY (2002)
 MF0833
 MF0833'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0760 ***********************************************************************
 MF0760  DESIGNATION -  F 233
 MF0760  PID         -  MF0760
 MF0760  STATE/COUNTY-  IL/MARSHALL
 MF0760  USGS QUAD   -  LACON (1972)
 MF0760
 MF0760                         *CURRENT SURVEY CONTROL
 MF0760  ___________________________________________________________________
 MF0760* NAD 83(1986)-  41 02 58.     (N)    089 25 49.     (W)     SCALED    
 MF0760* NAVD 88     -       147.919  (meters)     485.30   (feet)  ADJUSTED  
 MF0760  ___________________________________________________________________
 MF0760  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0760  DYNAMIC HT  -         147.855 (meters)     485.09  (feet)  COMP
 MF0760  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 MF0760
 MF0760  VERT ORDER  -  FIRST     CLASS II
 MF0760
 MF0760.The horizontal coordinates were scaled from a topographic map and have
 MF0760.an estimated accuracy of +/- 6 seconds.
 MF0760
 MF0760.The orthometric height was determined by differential leveling
 MF0760.and adjusted by the National Geodetic Survey in June 1991..
 MF0760
 MF0760.The geoid height was determined by GEOID03.
 MF0760
 MF0760.The dynamic height is computed by dividing the NAVD 88
 MF0760.geopotential number by the normal gravity value computed on the
 MF0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0760.degrees latitude (g = 980.6199 gals.).
 MF0760
 MF0760.The modeled gravity was interpolated from observed gravity values.
 MF0760
 MF0760;                    North         East    Units  Estimated Accuracy
 MF0760;SPC IL W     -   486,780.      761,910.      MT  (+/- 180 meters Scaled)
 MF0760
 MF0760                          SUPERSEDED SURVEY CONTROL
 MF0760
 MF0760  NGVD 29 (??/??/92)  147.988  (m)          485.52   (f) ADJ UNCH    1 2
 MF0760
 MF0760.Superseded values are not recommended for survey control.
 MF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0760.See file dsdata.txt to determine how the superseded data were derived.
 MF0760
 MF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL957470(NAD 83)
 MF0760_MARKER: DB = BENCH MARK DISK
 MF0760_SETTING: 66 = SET IN ROCK OUTCROP
 MF0760_SP_SET: SANDSTONE CUT
 MF0760_STAMPING: F 233 1960
 MF0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF0760+STABILITY: POSITION/ELEVATION WELL
 MF0760
 MF0760  HISTORY     - Date     Condition        Report By
 MF0760  HISTORY     - 1960     MONUMENTED       CGS
 MF0760  HISTORY     - 19981108 GOOD             USPSQD
 MF0760
 MF0760                          STATION DESCRIPTION
 MF0760
 MF0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0760'1.6 MI N FROM SPARLAND.
 MF0760'ABOUT 1.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND
 MF0760'PACIFIC RAILROAD FROM THE STATION AT SPARLAND, 0.1 MILE
 MF0760'SOUTH OF MILE POST 133, IN SECTION 2, R 9 E, T 12 N, ALONG
 MF0760'STATE HIGHWAY 29, ABOUT 45 YARDS WEST AND CROSS HIGHWAY FROM
 MF0760'TRACK, SET VERTICALLY 1/2 FOOT ABOVE THE BOTTOM OF EXPOSED
 MF0760'PART IN OLD CUT BANK, 33 YARDS NORTH OF A CATCH BASIN WITH
 MF0760'IRON GRILL ON WEST EDGE OF HIGHWAY, 98 YARDS NORTH OF WEST
 MF0760'HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 28
 MF0760'FEET WEST OF THE CENTER LINE OF HIGHWAY AND ABOUT 5 1/2
 MF0760'FEET ABOVE LEVEL OF HIGHWAY.
 MF0760
 MF0760                          STATION RECOVERY (1998)
 MF0760
 MF0760'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1349 ***********************************************************************
 LC1349  DESIGNATION -  F 234
 LC1349  PID         -  LC1349
 LC1349  STATE/COUNTY-  IL/PEORIA
 LC1349  USGS QUAD   -  SPRING BAY (1996)
 LC1349
 LC1349                         *CURRENT SURVEY CONTROL
 LC1349  ___________________________________________________________________
 LC1349* NAD 83(1986)-  40 48 09.     (N)    089 34 22.     (W)     SCALED    
 LC1349* NAVD 88     -       143.706  (meters)     471.48   (feet)  ADJUSTED  
 LC1349  ___________________________________________________________________
 LC1349  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC1349  DYNAMIC HT  -         143.641 (meters)     471.26  (feet)  COMP
 LC1349  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 LC1349
 LC1349  VERT ORDER  -  FIRST     CLASS II
 LC1349
 LC1349.The horizontal coordinates were scaled from a topographic map and have
 LC1349.an estimated accuracy of +/- 6 seconds.
 LC1349
 LC1349.The orthometric height was determined by differential leveling
 LC1349.and adjusted by the National Geodetic Survey in June 1991..
 LC1349
 LC1349.The geoid height was determined by GEOID03.
 LC1349
 LC1349.The dynamic height is computed by dividing the NAVD 88
 LC1349.geopotential number by the normal gravity value computed on the
 LC1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1349.degrees latitude (g = 980.6199 gals.).
 LC1349
 LC1349.The modeled gravity was interpolated from observed gravity values.
 LC1349
 LC1349;                    North         East    Units  Estimated Accuracy
 LC1349;SPC IL W     -   459,260.      750,110.      MT  (+/- 180 meters Scaled)
 LC1349
 LC1349                          SUPERSEDED SURVEY CONTROL
 LC1349
 LC1349  NGVD 29 (??/??/92)  143.792  (m)          471.76   (f) ADJ UNCH    1 2
 LC1349
 LC1349.Superseded values are not recommended for survey control.
 LC1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1349.See file dsdata.txt to determine how the superseded data were derived.
 LC1349
 LC1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL829200(NAD 83)
 LC1349_MARKER: DB = BENCH MARK DISK
 LC1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1349_SP_SET: BRIDGE
 LC1349_STAMPING: F 234 1960
 LC1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1349+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2003
 LC1349
 LC1349  HISTORY     - Date     Condition        Report By
 LC1349  HISTORY     - 1960     MONUMENTED       CGS
 LC1349  HISTORY     - 19990131 GOOD             USPSQD
 LC1349  HISTORY     - 20030810 GOOD             USGS-M
 LC1349  HISTORY     - 20040516 GOOD             USPSQD
 LC1349
 LC1349                          STATION DESCRIPTION
 LC1349
 LC1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1349'9 MI N FROM PEORIA.
 LC1349'ABOUT 9.0 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LC1349'RAILROAD FROM THE PASSENGER STATION AT PEORIA, ABOUT 9.35 MILES
 LC1349'SOUTHWEST OF STATION AT CHILLICOTHE, 0.9 MILE SOUTH OF STATION
 LC1349'SIGN AT MOSSVILLE, IN SECTION 34, R 8 E, T 10 N, 0.05 MILE SOUTH
 LC1349'OF MILE POST 152, IN THE TOP OF NORTH END OF WEST CONCRETE HEAD
 LC1349'WALL OF A 20-FOOT RAILROAD CONCRETE BRIDGE OVER POPPET HOLLOW,
 LC1349'9 1/2 FEET WEST OF WEST RAIL AND ABOUT 2 FEET BELOW LEVEL OF
 LC1349'TRACK.
 LC1349
 LC1349                          STATION RECOVERY (1999)
 LC1349
 LC1349'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1349'RECOVERED IN GOOD CONDITION.
 LC1349
 LC1349                          STATION RECOVERY (2003)
 LC1349
 LC1349'RECOVERY NOTE BY USGS MID-CONTINENT MAPPING CENTER 2003
 LC1349'FOUND AS DESCRIBED ON DATASHEET
 LC1349
 LC1349                          STATION RECOVERY (2004)
 LC1349
 LC1349'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLS)
 LC1349'RECOVERED AS DESCRIBED WITH ADDITIONAL DESCRIPTION,60 YARDS FROM SOUTH
 LC1349'EDGE OF EAST RESTHAVEN ROAD. WE HAVE TAKEN A PICTURE WHICH WE CAN MAKE
 LC1349'AVAILABLE UPON YOUR REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1316 ***********************************************************************
 LC1316  DESIGNATION -  F 235
 LC1316  PID         -  LC1316
 LC1316  STATE/COUNTY-  IL/TAZEWELL
 LC1316  USGS QUAD   -  PEORIA EAST (1996)
 LC1316
 LC1316                         *CURRENT SURVEY CONTROL
 LC1316  ___________________________________________________________________
 LC1316* NAD 83(1986)-  40 40 02.     (N)    089 34 43.     (W)     SCALED    
 LC1316* NAVD 88     -       141.283  (meters)     463.53   (feet)  ADJUSTED  
 LC1316  ___________________________________________________________________
 LC1316  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LC1316  DYNAMIC HT  -         141.217 (meters)     463.31  (feet)  COMP
 LC1316  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 LC1316
 LC1316  VERT ORDER  -  FIRST     CLASS II
 LC1316
 LC1316.The horizontal coordinates were scaled from a topographic map and have
 LC1316.an estimated accuracy of +/- 6 seconds.
 LC1316
 LC1316.The orthometric height was determined by differential leveling
 LC1316.and adjusted by the National Geodetic Survey in June 1991..
 LC1316
 LC1316.The geoid height was determined by GEOID03.
 LC1316
 LC1316.The dynamic height is computed by dividing the NAVD 88
 LC1316.geopotential number by the normal gravity value computed on the
 LC1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1316.degrees latitude (g = 980.6199 gals.).
 LC1316
 LC1316.The modeled gravity was interpolated from observed gravity values.
 LC1316
 LC1316;                    North         East    Units  Estimated Accuracy
 LC1316;SPC IL W     -   444,240.      749,720.      MT  (+/- 180 meters Scaled)
 LC1316
 LC1316                          SUPERSEDED SURVEY CONTROL
 LC1316
 LC1316  NGVD 29 (??/??/92)  141.380  (m)          463.84   (f) ADJ UNCH    1 2
 LC1316
 LC1316.Superseded values are not recommended for survey control.
 LC1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1316.See file dsdata.txt to determine how the superseded data were derived.
 LC1316
 LC1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL820050(NAD 83)
 LC1316_MARKER: DB = BENCH MARK DISK
 LC1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1316_SP_SET: BUILDING
 LC1316_STAMPING: F 235 1960
 LC1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1316
 LC1316  HISTORY     - Date     Condition        Report By
 LC1316  HISTORY     - 1960     MONUMENTED       CGS
 LC1316
 LC1316                          STATION DESCRIPTION
 LC1316
 LC1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1316'AT EAST PEORIA.
 LC1316'AT EAST PEORIA, AT THE CITY HALL, AT INTERSECTION OF NORTH MAIL
 LC1316'STREET (STATE HIGHWAY 87) AND WEST HERSHEL STREET, SET VERTICALLY
 LC1316'IN THE SOUTHWEST FACE OF 2-STORY CITY HALL BUILDING, 44 FEET
 LC1316'NORTHEAST OF CENTER LINE OF WEST HERSHEL STREET, 30 1/2 FEET
 LC1316'NORTHWEST OF NORTHWEST CURB OF NORTH MAIN STREET, 1.4 FOOT NORTHWEST
 LC1316'OF SOUTHWEST CORNER OF BUILDING AND 2.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0730 ***********************************************************************
 MF0730  DESIGNATION -  F 236
 MF0730  PID         -  MF0730
 MF0730  STATE/COUNTY-  IL/LA SALLE
 MF0730  USGS QUAD   -  TONICA (1983)
 MF0730
 MF0730                         *CURRENT SURVEY CONTROL
 MF0730  ___________________________________________________________________
 MF0730* NAD 83(1986)-  41 12 50.     (N)    089 03 57.     (W)     SCALED    
 MF0730* NAVD 88     -       201.687  (meters)     661.70   (feet)  ADJUSTED  
 MF0730  ___________________________________________________________________
 MF0730  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MF0730  DYNAMIC HT  -         201.604 (meters)     661.43  (feet)  COMP
 MF0730  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 MF0730
 MF0730  VERT ORDER  -  FIRST     CLASS I
 MF0730
 MF0730.The horizontal coordinates were scaled from a topographic map and have
 MF0730.an estimated accuracy of +/- 6 seconds.
 MF0730
 MF0730.The orthometric height was determined by differential leveling
 MF0730.and adjusted by the National Geodetic Survey in June 1991..
 MF0730
 MF0730.The geoid height was determined by GEOID03.
 MF0730
 MF0730.The dynamic height is computed by dividing the NAVD 88
 MF0730.geopotential number by the normal gravity value computed on the
 MF0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0730.degrees latitude (g = 980.6199 gals.).
 MF0730
 MF0730.The modeled gravity was interpolated from observed gravity values.
 MF0730
 MF0730;                    North         East    Units  Estimated Accuracy
 MF0730;SPC IL E     -   505,050.      238,570.      MT  (+/- 180 meters Scaled)
 MF0730
 MF0730                          SUPERSEDED SURVEY CONTROL
 MF0730
 MF0730  NGVD 29 (??/??/92)  201.744  (m)          661.89   (f) ADJ UNCH    1 1
 MF0730
 MF0730.Superseded values are not recommended for survey control.
 MF0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0730.See file dsdata.txt to determine how the superseded data were derived.
 MF0730
 MF0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL268645(NAD 83)
 MF0730_MARKER: DB = BENCH MARK DISK
 MF0730_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0730_SP_SET: 20 1/2 FEET
 MF0730_STAMPING: F 236 1960
 MF0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0730+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 MF0730
 MF0730  HISTORY     - Date     Condition        Report By
 MF0730  HISTORY     - 1960     MONUMENTED       CGS
 MF0730  HISTORY     - 1969     GOOD             NGS
 MF0730  HISTORY     - 19970728 GOOD             USPSQD
 MF0730  HISTORY     - 20020826 GOOD             USPSQD
 MF0730
 MF0730                          STATION DESCRIPTION
 MF0730
 MF0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0730'0.1 MI S FROM TONICA.
 MF0730'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0730'THE POST OFFICE AT TONICA, 25 1/2 FEET SOUTHEAST OF THE CENTER
 MF0730'OF A CROSSING OF THE RAILROAD AND E. PONTIAC STREET, 17 FEET EAST
 MF0730'OF THE EAST RAIL OF THE MAIN TRACK, 111 FEET SOUTH-SOUTHEAST AND
 MF0730'ACROSS THE TRACK FROM A METAL BUILDING, 7 FEET SOUTH-SOUTHEAST
 MF0730'OF A RAILROAD CROSSING SIGNAL, 2 FEET NORTHEAST OF A POWER POLE,
 MF0730'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 MF0730'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 MF0730'TO A DEPTH OF 20 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 MF0730'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 25, T32N, R1E
 MF0730
 MF0730                          STATION RECOVERY (1997)
 MF0730
 MF0730'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0730'RECOVERED IN GOOD CONDITION.
 MF0730
 MF0730                          STATION RECOVERY (2002)
 MF0730
 MF0730'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0867 ***********************************************************************
 MF0867  DESIGNATION -  F 237
 MF0867  PID         -  MF0867
 MF0867  STATE/COUNTY-  IL/LA SALLE
 MF0867  USGS QUAD   -  WENONA (1996)
 MF0867
 MF0867                         *CURRENT SURVEY CONTROL
 MF0867  ___________________________________________________________________
 MF0867* NAD 83(1986)-  41 00 55.     (N)    089 01 38.     (W)     SCALED    
 MF0867* NAVD 88     -       210.688  (meters)     691.23   (feet)  ADJUSTED  
 MF0867  ___________________________________________________________________
 MF0867  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MF0867  DYNAMIC HT  -         210.598 (meters)     690.94  (feet)  COMP
 MF0867  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 MF0867
 MF0867  VERT ORDER  -  FIRST     CLASS II
 MF0867
 MF0867.The horizontal coordinates were scaled from a topographic map and have
 MF0867.an estimated accuracy of +/- 6 seconds.
 MF0867
 MF0867.The orthometric height was determined by differential leveling
 MF0867.and adjusted by the National Geodetic Survey in June 1991..
 MF0867
 MF0867.The geoid height was determined by GEOID03.
 MF0867
 MF0867.The dynamic height is computed by dividing the NAVD 88
 MF0867.geopotential number by the normal gravity value computed on the
 MF0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0867.degrees latitude (g = 980.6199 gals.).
 MF0867
 MF0867.The modeled gravity was interpolated from observed gravity values.
 MF0867
 MF0867;                    North         East    Units  Estimated Accuracy
 MF0867;SPC IL E     -   482,970.      241,630.      MT  (+/- 180 meters Scaled)
 MF0867
 MF0867                          SUPERSEDED SURVEY CONTROL
 MF0867
 MF0867  NGVD 29 (??/??/92)  210.738  (m)          691.40   (f) ADJ UNCH    1 2
 MF0867
 MF0867.Superseded values are not recommended for survey control.
 MF0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0867.See file dsdata.txt to determine how the superseded data were derived.
 MF0867
 MF0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL295424(NAD 83)
 MF0867_MARKER: DR = REFERENCE MARK DISK
 MF0867_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0867_SP_SET: 16 FEET
 MF0867_STAMPING: F 237 1960
 MF0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0867+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 MF0867
 MF0867  HISTORY     - Date     Condition        Report By
 MF0867  HISTORY     - 1960     MONUMENTED       CGS
 MF0867  HISTORY     - 19970728 GOOD             USPSQD
 MF0867  HISTORY     - 20020923 GOOD             USPSQD
 MF0867
 MF0867                          STATION DESCRIPTION
 MF0867
 MF0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0867'2.1 MI W FROM LEEDS.
 MF0867'ABOUT 2.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 MF0867'RAILWAY FROM THE BLACK TOP ROAD CROSSING AT LEEDS, 0.3 MILE
 MF0867'WEST OF MILE POST 104, AT A GRADED ROAD CROSSING, 34 FEET NORTH
 MF0867'OF NORTH RAIL OF NORTH TRACK, 37 1/2 FEET WEST OF CENTER LINE OF
 MF0867'ROAD, 49 FEET NORTHWEST OF CENTER OF CROSSING OF NORTH TRACK
 MF0867'AND ROAD, 2 1/2 FEET EAST OF THE FIRST TELEPHONE POLE WEST OF
 MF0867'CROSSING AND IS IN LINE WITH ROW OF POLES, 43 FEET SOUTHWEST OF A
 MF0867'4-INCH STEEL PIPE LINE MARKER, 17 FEET SOUTHWEST OF A FENCE CORNER,
 MF0867'15 FEET SOUTH OF A FENCE LINE, 1 1/2 FEET WEST OF A STEEL
 MF0867'WITNESS POST, ABOUT 10 FEET BELOW LEVEL OF TRACK AND IS A DISK
 MF0867'ON COPPER COATED STEEL ROD PROJECTING 2 INCHES AND PROTECTED
 MF0867'BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN
 MF0867'TO A DEPTH OF 16 FEET.
 MF0867
 MF0867                          STATION RECOVERY (1997)
 MF0867
 MF0867'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0867'RECOVERED IN GOOD CONDITION.
 MF0867
 MF0867                          STATION RECOVERY (2002)
 MF0867
 MF0867'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1516 ***********************************************************************
 LC1516  DESIGNATION -  F 238
 LC1516  PID         -  LC1516
 LC1516  STATE/COUNTY-  IL/TAZEWELL
 LC1516  USGS QUAD   -  GLASFORD (1996)
 LC1516
 LC1516                         *CURRENT SURVEY CONTROL
 LC1516  ___________________________________________________________________
 LC1516* NAD 83(1986)-  40 31 21.     (N)    089 45 17.     (W)     SCALED    
 LC1516* NAVD 88     -       149.255  (meters)     489.68   (feet)  ADJUSTED  
 LC1516  ___________________________________________________________________
 LC1516  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LC1516  DYNAMIC HT  -         149.184 (meters)     489.45  (feet)  COMP
 LC1516  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 LC1516
 LC1516  VERT ORDER  -  FIRST     CLASS II
 LC1516
 LC1516.The horizontal coordinates were scaled from a topographic map and have
 LC1516.an estimated accuracy of +/- 6 seconds.
 LC1516
 LC1516.The orthometric height was determined by differential leveling
 LC1516.and adjusted by the National Geodetic Survey in June 1991..
 LC1516
 LC1516.The geoid height was determined by GEOID03.
 LC1516
 LC1516.The dynamic height is computed by dividing the NAVD 88
 LC1516.geopotential number by the normal gravity value computed on the
 LC1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1516.degrees latitude (g = 980.6199 gals.).
 LC1516
 LC1516.The modeled gravity was interpolated from observed gravity values.
 LC1516
 LC1516;                    North         East    Units  Estimated Accuracy
 LC1516;SPC IL W     -   428,080.      734,910.      MT  (+/- 180 meters Scaled)
 LC1516
 LC1516                          SUPERSEDED SURVEY CONTROL
 LC1516
 LC1516  NGVD 29 (??/??/92)  149.356  (m)          490.01   (f) ADJ UNCH    1 2
 LC1516
 LC1516.Superseded values are not recommended for survey control.
 LC1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1516.See file dsdata.txt to determine how the superseded data were derived.
 LC1516
 LC1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK666893(NAD 83)
 LC1516_MARKER: DB = BENCH MARK DISK
 LC1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1516_STAMPING: F 238 1961
 LC1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1516+STABILITY: SURFACE MOTION
 LC1516
 LC1516  HISTORY     - Date     Condition        Report By
 LC1516  HISTORY     - 1961     MONUMENTED       CGS
 LC1516
 LC1516                          STATION DESCRIPTION
 LC1516
 LC1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1516'4.4 MI WSW FROM POWERTON.
 LC1516'ABOUT 4.35 MILES WEST-SOUTHWEST ALONG POWERTON AND MANITO ROAD
 LC1516'FROM THE GATE AT POWERTON POWER PLANT, 1.7 MILES EAST-NORTHEAST
 LC1516'OF THE SPRING LAKE DISTRICT SCHOOL NO. 6, 0.1 MILE EAST OF THE
 LC1516'JUNCTION OF A ROAD LEADING SOUTH, 39.5 FEET NORTH OF THE CENTER
 LC1516'LINE OF THE ROAD, 31.8 FEET WEST OF THE CENTER LINE OF A GRAVEL
 LC1516'ROAD LEADING NORTH, 4 FEET WEST OF A TELEPHONE POLE, ABOUT LEVEL
 LC1516'WITH THE BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC1516'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0279 ***********************************************************************
 LD0279  DESIGNATION -  F 239
 LD0279  PID         -  LD0279
 LD0279  STATE/COUNTY-  IL/MASON
 LD0279  USGS QUAD   -  HAVANA (1947)
 LD0279
 LD0279                         *CURRENT SURVEY CONTROL
 LD0279  ___________________________________________________________________
 LD0279* NAD 83(1986)-  40 20 29.     (N)    090 00 28.     (W)     SCALED    
 LD0279* NAVD 88     -       139.802  (meters)     458.67   (feet)  ADJUSTED  
 LD0279  ___________________________________________________________________
 LD0279  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0279  DYNAMIC HT  -         139.733 (meters)     458.44  (feet)  COMP
 LD0279  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 LD0279
 LD0279  VERT ORDER  -  FIRST     CLASS II
 LD0279
 LD0279.The horizontal coordinates were scaled from a topographic map and have
 LD0279.an estimated accuracy of +/- 6 seconds.
 LD0279
 LD0279.The orthometric height was determined by differential leveling
 LD0279.and adjusted by the National Geodetic Survey in June 1991..
 LD0279
 LD0279.The geoid height was determined by GEOID03.
 LD0279
 LD0279.The dynamic height is computed by dividing the NAVD 88
 LD0279.geopotential number by the normal gravity value computed on the
 LD0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0279.degrees latitude (g = 980.6199 gals.).
 LD0279
 LD0279.The modeled gravity was interpolated from observed gravity values.
 LD0279
 LD0279;                    North         East    Units  Estimated Accuracy
 LD0279;SPC IL W     -   407,910.      713,500.      MT  (+/- 180 meters Scaled)
 LD0279
 LD0279                          SUPERSEDED SURVEY CONTROL
 LD0279
 LD0279  NGVD 29 (??/??/92)  139.907  (m)          459.01   (f) ADJ UNCH    1 2
 LD0279
 LD0279.Superseded values are not recommended for survey control.
 LD0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0279.See file dsdata.txt to determine how the superseded data were derived.
 LD0279
 LD0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE541699(NAD 83)
 LD0279_MARKER: DB = BENCH MARK DISK
 LD0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0279_STAMPING: F 239 1961
 LD0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0279+STABILITY: SURFACE MOTION
 LD0279
 LD0279  HISTORY     - Date     Condition        Report By
 LD0279  HISTORY     - 1961     MONUMENTED       CGS
 LD0279
 LD0279                          STATION DESCRIPTION
 LD0279
 LD0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0279'3.9 MI NE FROM HAVANA.
 LD0279'ABOUT 0.7 MILE NORTHEAST ALONG THE PEKIN*HAVANA ROAD FROM ITS
 LD0279'OVERPASS OVER THE CHICAGO AND ILLINOIS MIDLAND RAILWAY IN THE
 LD0279'NORTH PART OF HAVANA, THENCE 1.7 MILES NORTH ALONG THE ILLINOIS
 LD0279'RIVER ROAD, THENCE 1.5 MILES EAST ALONG A BLACK TOP ROAD, ABOUT
 LD0279'0.9 MILE WEST OF THE BRIDGE OVER QUIVER CREEK, 27 FEET SOUTH OF
 LD0279'THE CENTER LINE OF THE BLACK TOP ROAD, 108 1/2 FEET EAST OF A
 LD0279'POWER LINE POLE, 26 FEET WEST OF THE CENTER OF A WIRE GATE, 2 1/2
 LD0279'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 LD0279'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 LD0279'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0169 ***********************************************************************
 LD0169  DESIGNATION -  F 240
 LD0169  PID         -  LD0169
 LD0169  STATE/COUNTY-  IL/CASS
 LD0169  USGS QUAD   -  BEARDSTOWN (1981)
 LD0169
 LD0169                         *CURRENT SURVEY CONTROL
 LD0169  ___________________________________________________________________
 LD0169* NAD 83(1986)-  40 00 52.     (N)    090 25 49.     (W)     SCALED    
 LD0169* NAVD 88     -       138.623  (meters)     454.80   (feet)  ADJUSTED  
 LD0169  ___________________________________________________________________
 LD0169  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0169  DYNAMIC HT  -         138.551 (meters)     454.56  (feet)  COMP
 LD0169  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 LD0169
 LD0169  VERT ORDER  -  FIRST     CLASS II
 LD0169
 LD0169.The horizontal coordinates were scaled from a topographic map and have
 LD0169.an estimated accuracy of +/- 6 seconds.
 LD0169
 LD0169.The orthometric height was determined by differential leveling
 LD0169.and adjusted by the National Geodetic Survey in June 1991..
 LD0169
 LD0169.The geoid height was determined by GEOID03.
 LD0169
 LD0169.The dynamic height is computed by dividing the NAVD 88
 LD0169.geopotential number by the normal gravity value computed on the
 LD0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0169.degrees latitude (g = 980.6199 gals.).
 LD0169
 LD0169.The modeled gravity was interpolated from observed gravity values.
 LD0169
 LD0169;                    North         East    Units  Estimated Accuracy
 LD0169;SPC IL W     -   371,630.      677,500.      MT  (+/- 180 meters Scaled)
 LD0169
 LD0169                          SUPERSEDED SURVEY CONTROL
 LD0169
 LD0169  NGVD 29 (??/??/92)  138.736  (m)          455.17   (f) ADJ UNCH    1 2
 LD0169
 LD0169.Superseded values are not recommended for survey control.
 LD0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0169.See file dsdata.txt to determine how the superseded data were derived.
 LD0169
 LD0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE193325(NAD 83)
 LD0169_MARKER: DB = BENCH MARK DISK
 LD0169_SETTING: 0 = UNSPECIFIED SETTING
 LD0169_STAMPING: F 240 1961
 LD0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0169
 LD0169  HISTORY     - Date     Condition        Report By
 LD0169  HISTORY     - 1961     MONUMENTED       CGS
 LD0169
 LD0169                          STATION DESCRIPTION
 LD0169
 LD0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0169'0.5 MI SW FROM BEARDSTOWN.
 LD0169'ABOUT 0.5 MILE SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE
 LD0169'AT BEARDSTOWN, 172 FEET NORTHWEST OF THE CENTER LINE OF MAIN STREET,
 LD0169'3.1 FEET SOUTHWEST OF THE SOUTHWEST END OF THE FLOOD WALL ALONG
 LD0169'THE RIVER (FLOOD WALL ENDS HERE AND LEVEE BEGINS), 24.6 FEET
 LD0169'NORTHWEST OF THE SOUTHWEST SIDE OF A GRAIN ELEVATOR AND ABOUT
 LD0169'LEVEL WITH THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0573 ***********************************************************************
 JC0573  DESIGNATION -  F 241
 JC0573  PID         -  JC0573
 JC0573  STATE/COUNTY-  IL/JERSEY
 JC0573  USGS QUAD   -  BRUSSELS (1990)
 JC0573
 JC0573                         *CURRENT SURVEY CONTROL
 JC0573  ___________________________________________________________________
 JC0573* NAD 83(1986)-  38 58 06.     (N)    090 30 07.     (W)     SCALED    
 JC0573* NAVD 88     -       132.617  (meters)     435.09   (feet)  ADJUSTED  
 JC0573  ___________________________________________________________________
 JC0573  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JC0573  DYNAMIC HT  -         132.533 (meters)     434.82  (feet)  COMP
 JC0573  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 JC0573
 JC0573  VERT ORDER  -  FIRST     CLASS II
 JC0573
 JC0573.The horizontal coordinates were scaled from a topographic map and have
 JC0573.an estimated accuracy of +/- 6 seconds.
 JC0573
 JC0573.The orthometric height was determined by differential leveling
 JC0573.and adjusted by the National Geodetic Survey in June 1991..
 JC0573
 JC0573.The geoid height was determined by GEOID03.
 JC0573
 JC0573.The dynamic height is computed by dividing the NAVD 88
 JC0573.geopotential number by the normal gravity value computed on the
 JC0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0573.degrees latitude (g = 980.6199 gals.).
 JC0573
 JC0573.The modeled gravity was interpolated from observed gravity values.
 JC0573
 JC0573;                    North         East    Units  Estimated Accuracy
 JC0573;SPC IL W     -   255,510.      670,950.      MT  (+/- 180 meters Scaled)
 JC0573
 JC0573                          SUPERSEDED SURVEY CONTROL
 JC0573
 JC0573  NGVD 29 (??/??/92)  132.730  (m)          435.46   (f) ADJ UNCH    1 2
 JC0573
 JC0573.Superseded values are not recommended for survey control.
 JC0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0573.See file dsdata.txt to determine how the superseded data were derived.
 JC0573
 JC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD164162(NAD 83)
 JC0573_MARKER: DB = BENCH MARK DISK
 JC0573_SETTING: 66 = SET IN ROCK OUTCROP
 JC0573_SP_SET: ROCK CUT
 JC0573_STAMPING: F 241 1961
 JC0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0573+STABILITY: POSITION/ELEVATION WELL
 JC0573
 JC0573  HISTORY     - Date     Condition        Report By
 JC0573  HISTORY     - 1961     MONUMENTED       CGS
 JC0573  HISTORY     - 19990306 GOOD             USPSQD
 JC0573  HISTORY     - 20010331 GOOD             NGS
 JC0573  HISTORY     - 20010331 GOOD             NGS
 JC0573
 JC0573                          STATION DESCRIPTION
 JC0573
 JC0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0573'3.6 MI W FROM GRAFTON.
 JC0573'ABOUT 3.65 MILES WEST ALONG STATE HIGHWAY 100 FROM THE GRAFTON
 JC0573'SCHOOL AT GRAFTON, AT THE INSIDE OF A LONG CURVE, SET ON TOP OF
 JC0573'THE SOUTH EDGE OF A SLOPING ROCK CUT THAT IS ABOUT 150 YARDS
 JC0573'LONG AND 15 FEET HIGH, SECTION S 14 T 6 N R 13 W, 31 FEET NORTH
 JC0573'OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF THE SOUTH
 JC0573'EDGE OF THE ROCK, 171 FEET EAST OF THE WEST END OF THE ROCK PART
 JC0573'OF THE CUT, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JC0573
 JC0573                          STATION RECOVERY (1999)
 JC0573
 JC0573'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0573'RECOVERED IN GOOD CONDITION.
 JC0573
 JC0573                          STATION RECOVERY (2001)
 JC0573
 JC0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0573
 JC0573                          STATION RECOVERY (2001)
 JC0573
 JC0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0139 ***********************************************************************
 KC0139  DESIGNATION -  F 242
 KC0139  PID         -  KC0139
 KC0139  STATE/COUNTY-  IL/GREENE
 KC0139  USGS QUAD   -  HARDIN (1978)
 KC0139
 KC0139                         *CURRENT SURVEY CONTROL
 KC0139  ___________________________________________________________________
 KC0139* NAD 83(1986)-  39 13 21.     (N)    090 33 19.     (W)     SCALED    
 KC0139* NAVD 88     -       136.687  (meters)     448.45   (feet)  ADJUSTED  
 KC0139  ___________________________________________________________________
 KC0139  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KC0139  DYNAMIC HT  -         136.607 (meters)     448.18  (feet)  COMP
 KC0139  MODELED GRAV-     980,041.2   (mgal)                       NAVD 88
 KC0139
 KC0139  VERT ORDER  -  FIRST     CLASS II
 KC0139
 KC0139.The horizontal coordinates were scaled from a topographic map and have
 KC0139.an estimated accuracy of +/- 6 seconds.
 KC0139
 KC0139.The orthometric height was determined by differential leveling
 KC0139.and adjusted by the National Geodetic Survey in June 1991..
 KC0139
 KC0139.The geoid height was determined by GEOID03.
 KC0139
 KC0139.The dynamic height is computed by dividing the NAVD 88
 KC0139.geopotential number by the normal gravity value computed on the
 KC0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0139.degrees latitude (g = 980.6199 gals.).
 KC0139
 KC0139.The modeled gravity was interpolated from observed gravity values.
 KC0139
 KC0139;                    North         East    Units  Estimated Accuracy
 KC0139;SPC IL W     -   283,740.      666,440.      MT  (+/- 180 meters Scaled)
 KC0139
 KC0139                          SUPERSEDED SURVEY CONTROL
 KC0139
 KC0139  NGVD 29 (??/??/92)  136.799  (m)          448.81   (f) ADJ UNCH    1 2
 KC0139
 KC0139.Superseded values are not recommended for survey control.
 KC0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0139.See file dsdata.txt to determine how the superseded data were derived.
 KC0139
 KC0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD110443(NAD 83)
 KC0139_MARKER: DB = BENCH MARK DISK
 KC0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0139_SP_SET: CULVERT
 KC0139_STAMPING: F 242 1961
 KC0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0139
 KC0139  HISTORY     - Date     Condition        Report By
 KC0139  HISTORY     - 1961     MONUMENTED       CGS
 KC0139
 KC0139                          STATION DESCRIPTION
 KC0139
 KC0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0139'5.1 MI S FROM ELDRED.
 KC0139'ABOUT 5.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0139'OF STATE HIGHWAY 108 AT ELDRED, SECTION S 16 T 9 N R 13 W, SET
 KC0139'ON TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A 5-FOOT
 KC0139'CONCRETE BOX CULVERT UNDER THE ROAD, 19 FEET EAST OF THE CENTER
 KC0139'LINE OF THE ROAD, 0.5 FOOT NORTH OF THE SOUTH END OF THE HEADWALL
 KC0139'AND 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0156 ***********************************************************************
 KC0156  DESIGNATION -  F 243
 KC0156  PID         -  KC0156
 KC0156  STATE/COUNTY-  IL/GREENE
 KC0156  USGS QUAD   -  KAMPSVILLE (1980)
 KC0156
 KC0156                         *CURRENT SURVEY CONTROL
 KC0156  ___________________________________________________________________
 KC0156* NAD 83(1986)-  39 22 15.     (N)    090 32 47.     (W)     SCALED    
 KC0156* NAVD 88     -       134.375  (meters)     440.86   (feet)  ADJUSTED  
 KC0156  ___________________________________________________________________
 KC0156  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KC0156  DYNAMIC HT  -         134.298 (meters)     440.61  (feet)  COMP
 KC0156  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 KC0156
 KC0156  VERT ORDER  -  FIRST     CLASS II
 KC0156
 KC0156.The horizontal coordinates were scaled from a topographic map and have
 KC0156.an estimated accuracy of +/- 6 seconds.
 KC0156
 KC0156.The orthometric height was determined by differential leveling
 KC0156.and adjusted by the National Geodetic Survey in June 1991..
 KC0156
 KC0156.The geoid height was determined by GEOID03.
 KC0156
 KC0156.The dynamic height is computed by dividing the NAVD 88
 KC0156.geopotential number by the normal gravity value computed on the
 KC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0156.degrees latitude (g = 980.6199 gals.).
 KC0156
 KC0156.The modeled gravity was interpolated from observed gravity values.
 KC0156
 KC0156;                    North         East    Units  Estimated Accuracy
 KC0156;SPC IL W     -   300,210.      667,280.      MT  (+/- 180 meters Scaled)
 KC0156
 KC0156                          SUPERSEDED SURVEY CONTROL
 KC0156
 KC0156  NGVD 29 (??/??/92)  134.497  (m)          441.26   (f) ADJ UNCH    1 2
 KC0156
 KC0156.Superseded values are not recommended for survey control.
 KC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0156.See file dsdata.txt to determine how the superseded data were derived.
 KC0156
 KC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD113608(NAD 83)
 KC0156_MARKER: DB = BENCH MARK DISK
 KC0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0156_SP_SET: BRIDGE
 KC0156_STAMPING: F 243 1961
 KC0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0156
 KC0156  HISTORY     - Date     Condition        Report By
 KC0156  HISTORY     - 1961     MONUMENTED       CGS
 KC0156
 KC0156                          STATION DESCRIPTION
 KC0156
 KC0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0156'5.9 MI N FROM ELDRED.
 KC0156'ABOUT 5.9 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0156'OF STATE HIGHWAY 108 AT ELDRED, SECTION S 28- T 11 N- R 13 W,
 KC0156'SET ON TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A
 KC0156'375 FEET LONG BRIDGE OVER APPLE CREEK, 16 FEET EAST OF THE CENTER
 KC0156'LINE OF THE ROAD, 0.5 FOOT WEST OF THE EAST END OF THE ABUTMENT
 KC0156'AND 4 FEET BELOW THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3182 ***********************************************************************
 AI3182  DESIGNATION -  F 243 RESET
 AI3182  PID         -  AI3182
 AI3182  STATE/COUNTY-  IL/GREENE
 AI3182  USGS QUAD   -  KAMPSVILLE (1980)
 AI3182
 AI3182                         *CURRENT SURVEY CONTROL
 AI3182  ___________________________________________________________________
 AI3182* NAD 83(1986)-  39 22 15.     (N)    090 32 47.     (W)     SCALED    
 AI3182* NAVD 88     -       133.18   (meters)     436.9    (feet)  RESET     
 AI3182  ___________________________________________________________________
 AI3182  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 AI3182
 AI3182  VERT ORDER  -  THIRD
 AI3182
 AI3182.The horizontal coordinates were scaled from a topographic map and have
 AI3182.an estimated accuracy of +/- 6 seconds.
 AI3182
 AI3182.The orthometric height was computed from unverified reset data.
 AI3182.No vertical observational check was made to the station.
 AI3182
 AI3182.The geoid height was determined by GEOID03.
 AI3182
 AI3182;                    North         East    Units  Estimated Accuracy
 AI3182;SPC IL W     -   300,210.      667,280.      MT  (+/- 180 meters Scaled)
 AI3182
 AI3182                          SUPERSEDED SURVEY CONTROL
 AI3182
 AI3182.No superseded survey control is available for this station.
 AI3182
 AI3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD113608(NAD 83)
 AI3182_MARKER: DV = VERTICAL CONTROL DISK
 AI3182_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI3182_SP_SET: CULVERT WINGWALL
 AI3182_STAMPING: F 243 RESET 1998
 AI3182_MARK LOGO: NGS   
 AI3182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3182+STABILITY: SURFACE MOTION
 AI3182
 AI3182  HISTORY     - Date     Condition        Report By
 AI3182  HISTORY     - 1998     MONUMENTED       NGS
 AI3182
 AI3182                          STATION DESCRIPTION
 AI3182
 AI3182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RKB)
 AI3182'5.9 MI (9.5 KM) NORTH ALONG AN ASPHALT ROAD FROM THE CROSSING OF
 AI3182'ILLINOIS ROUTE 108 IN ELDRED, APPROXIMATELY 140 M (459.3 FT) NORTH OF
 AI3182'THE NORTH END OF A CONCRETE BRIDGE OVER APPLE CREEK, IN THE NORTHWEST
 AI3182'ANGLE OF THE INTERSECTION OF ELDRED-HILLVIEW ROAD WITH A LEVEE ROAD
 AI3182'LEADING WEST, A VERTICAL DISK SET IN A DRILL HOLE IN THE TOP CENTER OF
 AI3182'CONCRETE WINGWALL FOR 3 FT (0.9 M) ROUND CULVERT UNDER HIGHWAY. 10.8 M
 AI3182'(35.4 FT) WEST OF THE CENTERLINE OF ELDRED ROAD, 12 MI (19.3 KM) NORTH
 AI3182'OF THE APPROXIMATE CENTERLINE OF TRACK ROAD ON LEVEE, AND ABOUT 2 MI
 AI3182'(3.2 KM) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0228 ***********************************************************************
 KC0228  DESIGNATION -  F 244
 KC0228  PID         -  KC0228
 KC0228  STATE/COUNTY-  IL/SCOTT
 KC0228  USGS QUAD   -  BEDFORD (1980)
 KC0228
 KC0228                         *CURRENT SURVEY CONTROL
 KC0228  ___________________________________________________________________
 KC0228* NAD 83(1986)-  39 34 27.     (N)    090 31 23.     (W)     SCALED    
 KC0228* NAVD 88     -       145.896  (meters)     478.66   (feet)  ADJUSTED  
 KC0228  ___________________________________________________________________
 KC0228  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KC0228  DYNAMIC HT  -         145.815 (meters)     478.39  (feet)  COMP
 KC0228  MODELED GRAV-     980,068.7   (mgal)                       NAVD 88
 KC0228
 KC0228  VERT ORDER  -  FIRST     CLASS II
 KC0228
 KC0228.The horizontal coordinates were scaled from a topographic map and have
 KC0228.an estimated accuracy of +/- 6 seconds.
 KC0228
 KC0228.The orthometric height was determined by differential leveling
 KC0228.and adjusted by the National Geodetic Survey in June 1991..
 KC0228
 KC0228.The geoid height was determined by GEOID03.
 KC0228
 KC0228.The dynamic height is computed by dividing the NAVD 88
 KC0228.geopotential number by the normal gravity value computed on the
 KC0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0228.degrees latitude (g = 980.6199 gals.).
 KC0228
 KC0228.The modeled gravity was interpolated from observed gravity values.
 KC0228
 KC0228;                    North         East    Units  Estimated Accuracy
 KC0228;SPC IL W     -   322,770.      669,380.      MT  (+/- 180 meters Scaled)
 KC0228
 KC0228                          SUPERSEDED SURVEY CONTROL
 KC0228
 KC0228  NGVD 29 (??/??/92)  146.028  (m)          479.09   (f) ADJ UNCH    1 2
 KC0228
 KC0228.Superseded values are not recommended for survey control.
 KC0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0228.See file dsdata.txt to determine how the superseded data were derived.
 KC0228
 KC0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD127834(NAD 83)
 KC0228_MARKER: DB = BENCH MARK DISK
 KC0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0228_SP_SET: CULVERT
 KC0228_STAMPING: F 244 1961
 KC0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0228
 KC0228  HISTORY     - Date     Condition        Report By
 KC0228  HISTORY     - 1961     MONUMENTED       CGS
 KC0228
 KC0228                          STATION DESCRIPTION
 KC0228
 KC0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0228'9 MI N FROM HILLVIEW.
 KC0228'ABOUT 9.0 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0228'BAPTIST CHURCH AT HILLVIEW, 0.25 MILE SOUTH OF THE JUNCTION OF A
 KC0228'GRADED ROAD LEADING WEST, NEAR THE NORTHWEST CORNER OF A BARN LOT,
 KC0228'41 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 65 FEET NORTHEAST
 KC0228'OF THE EAST END OF A 36-INCH PIPE CULVERT UNDER THE ROAD, 4
 KC0228'FEET NORTH OF THE NORTH ONE OF 3 12-INCH MAPLE TREES, 1 1/2 FEET
 KC0228'WEST OF A WIRE FENCE, 1 1/2 FEET NORTH OF A METAL WITNESS POST,
 KC0228'1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KC0228'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0240 ***********************************************************************
 KC0240  CBN         -  This is a Cooperative Base Network Control Station.
 KC0240  DESIGNATION -  F 245
 KC0240  PID         -  KC0240
 KC0240  STATE/COUNTY-  IL/SCOTT
 KC0240  USGS QUAD   -  FLORENCE (1980)
 KC0240
 KC0240                         *CURRENT SURVEY CONTROL
 KC0240  ___________________________________________________________________
 KC0240* NAD 83(1997)-  39 37 50.19950(N)    090 33 31.30085(W)     ADJUSTED  
 KC0240* NAVD 88     -       130.610  (meters)     428.51   (feet)  ADJUSTED  
 KC0240  ___________________________________________________________________
 KC0240  X           -     -47,965.149 (meters)                     COMP
 KC0240  Y           -  -4,918,810.875 (meters)                     COMP
 KC0240  Z           -   4,046,545.058 (meters)                     COMP
 KC0240  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 KC0240  ELLIP HEIGHT-          98.05  (meters)          (10/15/04) GPS OBS
 KC0240  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0240  DYNAMIC HT  -         130.539 (meters)     428.28  (feet)  COMP
 KC0240  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 KC0240
 KC0240  HORZ ORDER  -  B
 KC0240  VERT ORDER  -  FIRST     CLASS II
 KC0240  ELLP ORDER  -  FOURTH    CLASS II
 KC0240
 KC0240.The horizontal coordinates were established by GPS observations
 KC0240.and adjusted by the National Geodetic Survey in July 1998..
 KC0240
 KC0240.The orthometric height was determined by differential leveling
 KC0240.and adjusted by the National Geodetic Survey in June 1991..
 KC0240
 KC0240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0240
 KC0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0240
 KC0240.The ellipsoidal height was determined by GPS observations
 KC0240.and is referenced to NAD 83.
 KC0240
 KC0240.The geoid height was determined by GEOID03.
 KC0240
 KC0240.The dynamic height is computed by dividing the NAVD 88
 KC0240.geopotential number by the normal gravity value computed on the
 KC0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0240.degrees latitude (g = 980.6199 gals.).
 KC0240
 KC0240.The modeled gravity was interpolated from observed gravity values.
 KC0240
 KC0240;                    North         East     Units Scale Factor Converg.
 KC0240;SPC IL W     -   329,049.983   666,345.459   MT  0.99995512   -0 15 00.2
 KC0240;SPC IL W     - 1,079,558.15  2,186,168.39   sFT  0.99995512   -0 15 00.2
 KC0240;UTM  15      - 4,389,608.009   709,519.566   MT  1.00014049   +1 33 27.8
 KC0240
 KC0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0240!SPC IL W     -   0.99998462  x   0.99995512  =   0.99993974
 KC0240!UTM  15      -   0.99998462  x   1.00014049  =   1.00012511
 KC0240
 KC0240                          SUPERSEDED SURVEY CONTROL
 KC0240
 KC0240  ELLIP H (07/17/98)   98.11   (m)                       GP(       ) 4 1
 KC0240  NAD 83(1986)-  39 37 50.20778(N)    090 33 31.30150(W) AD(       ) 1
 KC0240  NAVD 88 (07/17/98)  130.61   (m)          428.5    (f) LEVELING    3  
 KC0240  NGVD 29 (??/??/92)  130.736  (m)          428.92   (f) ADJ UNCH    1 2
 KC0240
 KC0240.Superseded values are not recommended for survey control.
 KC0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0240.See file dsdata.txt to determine how the superseded data were derived.
 KC0240
 KC0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD0952089608(NAD 83)
 KC0240_MARKER: DB = BENCH MARK DISK
 KC0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0240_SP_SET: SET IN SQUARE SEWER CASING
 KC0240_STAMPING: F 245 1961
 KC0240_MARK LOGO: CGS   
 KC0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0240+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 KC0240
 KC0240  HISTORY     - Date     Condition        Report By
 KC0240  HISTORY     - 1961     MONUMENTED       CGS
 KC0240  HISTORY     - 19901002 GOOD             NGS
 KC0240  HISTORY     - 19970327 GOOD             NGS
 KC0240  HISTORY     - 19980709 GOOD             ILDT
 KC0240  HISTORY     - 19980715 GOOD             NGS
 KC0240
 KC0240                          STATION DESCRIPTION
 KC0240
 KC0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0240'11 MI S FROM BLUFFS.
 KC0240'ABOUT 10.1 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0240'OF THE WABASH RAILROAD AT BLUFFS, THENCE 0.9 MILE EAST ALONG
 KC0240'U.S. HIGHWAY 36, SET ON TOP OF THE NORTHEAST CORNER OF A
 KC0240'4-BY-4-FOOT CONCRETE CATCH BASIN, 22 FEET NORTH OF THE CENTER
 KC0240'LINE OF THE HIGHWAY, 1/2 FOOT SOUTHWEST OF THE NORTHEAST CORNER
 KC0240'OF THE CATCH BASIN AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KC0240
 KC0240                          STATION RECOVERY (1990)
 KC0240
 KC0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KC0240'STATION IS LOCATED ABOUT 13 KM (8.1 MI) SOUTH-SOUTHWEST OF BLUFFS,
 KC0240'10.5 KM (6.5 MI) EAST OF DETROIT, 1.5 KM (0.9 MI) EAST OF THE
 KC0240'JUNCTION OF US HIGHWAY 36 AND STATE HIGHWAYS 100 AND 106, IN WEST
 KC0240'CENTRAL SECTION 28, T 14 N, R 13 W, ON HIGHWAY RIGHT-OF-WAY, IN THE
 KC0240'TOP OF A SQUARE CONCRETE SEWER CASING.  OWNERSHIP--STATE DEPARTMENT
 KC0240'OF TRANSPORTATION.
 KC0240'TO REACH FROM THE JUNCTION OF HIGHWAYS 36, 100 AND 106 (9 KM EAST OF
 KC0240'DETROIT), GO EAST ON HIGHWAY 106 FOR 1.06 KM (0.66 MI) TO A GRAVEL
 KC0240'CROSSROAD AT DESERTED RESTAURANT ON THE RIGHT.  CONTINUE AHEAD FOR
 KC0240'0.43 KM (0.27 MI) TO THE STATION ON THE LEFT.  NOTE--VERY NARROW
 KC0240'SHOULDER, SHOULD USE TRAFFIC CONES.
 KC0240'STATION MARK IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 KC0240'1.3-METER SQUARE CONCRETE SEWER CASING THAT IS FLUSH ON ITS WEST SIDE
 KC0240'AND PROJECTS 0.5 M (1.6 FT) ON ITS EAST SIDE.  IT IS 7.5 M (24.6 FT)
 KC0240'NORTH OF, AND 0.5 M (1.6 FT) LOWER THAN THE ROAD CENTER.
 KC0240
 KC0240                          STATION RECOVERY (1997)
 KC0240
 KC0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KC0240'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST OF WINCHESTER AND
 KC0240'2.6 MI (4.2 KM) EAST OF THE ILLINOIS RIVER.  TO REACH FROM EXIT 46 ON
 KC0240'INTERSTATE HIGHWAY 72, ABOUT 7.2 MI (11.6 KM) NORTHWEST OF WINCHESTER,
 KC0240'GO SOUTH ON STATE ROUTE 100 FOR 3.9 MI (6.3 KM) TO ITS JUNCTION WITH
 KC0240'STATE ROUTE 106.  TURN LEFT, EAST ON ROUTE 106 FOR 0.65 MI (1.05 KM)
 KC0240'TO A GRAVEL CROSSROAD AT A DESERTED RESTAURANT ON THE RIGHT, CONTINUE
 KC0240'AHEAD FOR 0.27 MI (0.43 KM) TO THE STATION ON THE LEFT.  THE STATION
 KC0240'DISK IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE TOP OF A
 KC0240'1.3-METER SQUARE CONCRETE SEWER CASING WHICH IS FLUSH ON ITS WEST SIDE
 KC0240'AND PROJECTS 0.5 M (1.6 FT) ON ITS EAST SIDE.  IT IS 7.5 M (24.6 FT)
 KC0240'NORTH OF AND 0.5 M (1.6 FT) LOWER THAN THE CENTER OF THE HIGHWAY, AND
 KC0240'1.3 M (4.3 FT) NORTH OF A METAL POST WITH A SMALL REFLECTOR.
 KC0240
 KC0240                          STATION RECOVERY (1998)
 KC0240
 KC0240'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (JK)
 KC0240'RECOVERED AS DESCRIBED
 KC0240'
 KC0240
 KC0240                          STATION RECOVERY (1998)
 KC0240
 KC0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GW)
 KC0240'RECOVERED AS DESCRIBED
 KC0240'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1021 ***********************************************************************
 LC1021  DESIGNATION -  F 246
 LC1021  PID         -  LC1021
 LC1021  STATE/COUNTY-  IL/MCLEAN
 LC1021  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1021
 LC1021                         *CURRENT SURVEY CONTROL
 LC1021  ___________________________________________________________________
 LC1021* NAD 83(1986)-  40 24 00.     (N)    089 04 11.     (W)     SCALED    
 LC1021* NAVD 88     -       223.614  (meters)     733.64   (feet)  ADJUSTED  
 LC1021  ___________________________________________________________________
 LC1021  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC1021  DYNAMIC HT  -         223.507 (meters)     733.29  (feet)  COMP
 LC1021  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 LC1021
 LC1021  VERT ORDER  -  SECOND    CLASS 0
 LC1021
 LC1021.The horizontal coordinates were scaled from a topographic map and have
 LC1021.an estimated accuracy of +/- 6 seconds.
 LC1021
 LC1021.The orthometric height was determined by differential leveling
 LC1021.and adjusted by the National Geodetic Survey in June 1991..
 LC1021
 LC1021.The geoid height was determined by GEOID03.
 LC1021
 LC1021.The dynamic height is computed by dividing the NAVD 88
 LC1021.geopotential number by the normal gravity value computed on the
 LC1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1021.degrees latitude (g = 980.6199 gals.).
 LC1021
 LC1021.The modeled gravity was interpolated from observed gravity values.
 LC1021
 LC1021;                    North         East    Units  Estimated Accuracy
 LC1021;SPC IL E     -   414,680.      237,490.      MT  (+/- 180 meters Scaled)
 LC1021
 LC1021                          SUPERSEDED SURVEY CONTROL
 LC1021
 LC1021  NGVD 29 (??/??/92)  223.677  (m)          733.85   (f) ADJ UNCH    2 0
 LC1021
 LC1021.Superseded values are not recommended for survey control.
 LC1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1021.See file dsdata.txt to determine how the superseded data were derived.
 LC1021
 LC1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK243742(NAD 83)
 LC1021_MARKER: DB = BENCH MARK DISK
 LC1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1021_STAMPING: F 246 1960
 LC1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1021+STABILITY: SURFACE MOTION
 LC1021
 LC1021  HISTORY     - Date     Condition        Report By
 LC1021  HISTORY     - 1960     MONUMENTED       CGS
 LC1021  HISTORY     - 1984     GOOD             NGS
 LC1021
 LC1021                          STATION DESCRIPTION
 LC1021
 LC1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1021'5.7 MI SW FROM BLOOMINGTON.
 LC1021'ABOUT 5.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1021'WITH U.S. HIGHWAY 51 IN THE SOUTH PART OF BLOOMINGTON, ABOUT
 LC1021'0.65 MILES SOUTHWEST OF THE SMALL COMMUNITY OF SHIRLEY, 63 FEET
 LC1021'NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 LC1021'66, 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH BOUND
 LC1021'TRACK OF THE GULF MOBILE AND OHIO RAILROAD, 4 FEET NORTH OF A
 LC1021'TELEGRAPH POLE, 2.1 FEET SOUTH OF A METAL WITNESS POST, 2 FEET
 LC1021'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LC1021'POST PROJECTING 2 INCHES.
 LC1021
 LC1021                          STATION RECOVERY (1984)
 LC1021
 LC1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LC1021'U.S. HIGHWAY 66 IS NOW COUNTY ROUTE 825 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0336 ***********************************************************************
 MF0336  DESIGNATION -  F 247
 MF0336  PID         -  MF0336
 MF0336  STATE/COUNTY-  IL/WILL
 MF0336  USGS QUAD   -  CHANNAHON (1993)
 MF0336
 MF0336                         *CURRENT SURVEY CONTROL
 MF0336  ___________________________________________________________________
 MF0336* NAD 83(1986)-  41 23 50.     (N)    088 11 36.     (W)     SCALED    
 MF0336* NAVD 88     -       161.599  (meters)     530.18   (feet)  ADJUSTED  
 MF0336  ___________________________________________________________________
 MF0336  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF0336  DYNAMIC HT  -         161.538 (meters)     529.98  (feet)  COMP
 MF0336  MODELED GRAV-     980,244.7   (mgal)                       NAVD 88
 MF0336
 MF0336  VERT ORDER  -  SECOND    CLASS 0
 MF0336
 MF0336.The horizontal coordinates were scaled from a topographic map and have
 MF0336.an estimated accuracy of +/- 6 seconds.
 MF0336
 MF0336.The orthometric height was determined by differential leveling
 MF0336.and adjusted by the National Geodetic Survey in June 1991..
 MF0336
 MF0336.The geoid height was determined by GEOID03.
 MF0336
 MF0336.The dynamic height is computed by dividing the NAVD 88
 MF0336.geopotential number by the normal gravity value computed on the
 MF0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0336.degrees latitude (g = 980.6199 gals.).
 MF0336
 MF0336.The modeled gravity was interpolated from observed gravity values.
 MF0336
 MF0336;                    North         East    Units  Estimated Accuracy
 MF0336;SPC IL E     -   525,170.      311,710.      MT  (+/- 180 meters Scaled)
 MF0336
 MF0336                          SUPERSEDED SURVEY CONTROL
 MF0336
 MF0336  NGVD 29 (??/??/92)  161.689  (m)          530.47   (f) ADJ UNCH    2 0
 MF0336
 MF0336.Superseded values are not recommended for survey control.
 MF0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0336.See file dsdata.txt to determine how the superseded data were derived.
 MF0336
 MF0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL002835(NAD 83)
 MF0336_MARKER: DB = BENCH MARK DISK
 MF0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0336_STAMPING: F 247 1960
 MF0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0336+STABILITY: SURFACE MOTION
 MF0336
 MF0336  HISTORY     - Date     Condition        Report By
 MF0336  HISTORY     - 1960     MONUMENTED       CGS
 MF0336  HISTORY     - 1961     GOOD             NGS
 MF0336  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0336
 MF0336                          STATION DESCRIPTION
 MF0336
 MF0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0336'4.6 MI SE FROM CHANNAHON.
 MF0336'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 6 FROM CHANNAHON GRADE
 MF0336'SCHOOL IN CHANNAHON, THENCE 1.3 MILES EAST ALONG A GRAVELED ROAD,
 MF0336'THENCE 2.65 MILES SOUTH ALONG U.S. HIGHWAY 66, AT A DOUBLE BRACE
 MF0336'FENCE POST WEST OF THE HIGHWAY AND SERVICE ROAD, 118 FEET WEST
 MF0336'OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 66, 41 FEET WEST OF THE
 MF0336'CENTER LINE OF THE SERVICE ROAD 1.5 FEET EAST OF THE FENCE, 166
 MF0336'FEET SOUTHWEST OF THE WEST END OF A CONCRETE PIPE CULVERT (UNDER
 MF0336'THE HIGHWAY), 2.8 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST,
 MF0336'ABOUT 1 FOOT BELOW THE LEVEL OF THE SERVICE ROAD AND SET IN THE
 MF0336'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 MF0336
 MF0336                          STATION RECOVERY (1989)
 MF0336
 MF0336'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0438 ***********************************************************************
 MF0438  DESIGNATION -  F 248
 MF0438  PID         -  MF0438
 MF0438  STATE/COUNTY-  IL/LIVINGSTON
 MF0438  USGS QUAD   -  ODELL (1983)
 MF0438
 MF0438                         *CURRENT SURVEY CONTROL
 MF0438  ___________________________________________________________________
 MF0438* NAD 83(1986)-  41 00 49.     (N)    088 30 57.     (W)     SCALED    
 MF0438* NAVD 88     -       211.483  (meters)     693.84   (feet)  ADJUSTED  
 MF0438  ___________________________________________________________________
 MF0438  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MF0438  DYNAMIC HT  -         211.397 (meters)     693.56  (feet)  COMP
 MF0438  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MF0438
 MF0438  VERT ORDER  -  SECOND    CLASS 0
 MF0438
 MF0438.The horizontal coordinates were scaled from a topographic map and have
 MF0438.an estimated accuracy of +/- 6 seconds.
 MF0438
 MF0438.The orthometric height was determined by differential leveling
 MF0438.and adjusted by the National Geodetic Survey in June 1991..
 MF0438
 MF0438.The geoid height was determined by GEOID03.
 MF0438
 MF0438.The dynamic height is computed by dividing the NAVD 88
 MF0438.geopotential number by the normal gravity value computed on the
 MF0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0438.degrees latitude (g = 980.6199 gals.).
 MF0438
 MF0438.The modeled gravity was interpolated from observed gravity values.
 MF0438
 MF0438;                    North         East    Units  Estimated Accuracy
 MF0438;SPC IL E     -   482,570.      284,650.      MT  (+/- 180 meters Scaled)
 MF0438
 MF0438                          SUPERSEDED SURVEY CONTROL
 MF0438
 MF0438  NGVD 29 (??/??/92)  211.550  (m)          694.06   (f) ADJ UNCH    2 0
 MF0438
 MF0438.Superseded values are not recommended for survey control.
 MF0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0438.See file dsdata.txt to determine how the superseded data were derived.
 MF0438
 MF0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL725413(NAD 83)
 MF0438_MARKER: DB = BENCH MARK DISK
 MF0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0438_SP_SET: BRIDGE SEAT
 MF0438_STAMPING: F 248 1960
 MF0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0438
 MF0438  HISTORY     - Date     Condition        Report By
 MF0438  HISTORY     - 1960     MONUMENTED       CGS
 MF0438  HISTORY     - 1961     GOOD             NGS
 MF0438
 MF0438                          STATION DESCRIPTION
 MF0438
 MF0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0438'1.2 MI NE FROM ODELL.
 MF0438'ABOUT 0.10 MILES WEST ALONG WEST HAMILTON STREET, FROM THE
 MF0438'GULF, MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 1.1
 MF0438'MILES NORTH AND NORTHEAST ALONG NORTH WEST STREET AND OLD
 MF0438'U.S. HIGHWAY 66, ABOUT 0.2 MILES SOUTHWEST OF THE JUNCTION
 MF0438'OF U.S. HIGHWAY 66 AND NORTH WEST STREET, AT THE GULF, MOBILE
 MF0438'AND OHIO RAIL ROAD BRIDGE 807, SET IN THE TOP OF THE SOUTHWEST
 MF0438'END OF THE SOUTHEAST CONCRETE BRIDGE SEAT, 45 FEET SOUTHEAST
 MF0438'OF THE CENTER LINE OF THE OLD HIGHWAY, 12 FEET NORTHWEST OF THE
 MF0438'NORTHWEST RAIL OF THE SOUTHBOUND TRACK OF THE GULF, MOBILE
 MF0438'AND OHIO RAIL ROAD, 2 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY
 MF0438'AND 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1542 ***********************************************************************
 JB1542  DESIGNATION -  F 249 RESET 1974
 JB1542  PID         -  JB1542
 JB1542  STATE/COUNTY-  IL/ST CLAIR
 JB1542  USGS QUAD   -  O'FALLON (1991)
 JB1542
 JB1542                         *CURRENT SURVEY CONTROL
 JB1542  ___________________________________________________________________
 JB1542* NAD 83(1986)-  38 35 35.     (N)    089 59 36.     (W)     SCALED    
 JB1542* NAVD 88     -       178.45   (+/-2cm)     585.5    (feet)  VERTCON   
 JB1542  ___________________________________________________________________
 JB1542  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JB1542
 JB1542  VERT ORDER  -  THIRD (See Below)
 JB1542
 JB1542.The horizontal coordinates were scaled from a topographic map and have
 JB1542.an estimated accuracy of +/- 6 seconds.
 JB1542
 JB1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1542.The vertical order pertains to the NGVD 29 superseded value.
 JB1542
 JB1542.The geoid height was determined by GEOID03.
 JB1542
 JB1542;                    North         East    Units  Estimated Accuracy
 JB1542;SPC IL W     -   213,810.      715,100.      MT  (+/- 180 meters Scaled)
 JB1542
 JB1542                          SUPERSEDED SURVEY CONTROL
 JB1542
 JB1542  NGVD 29 (03/28/06)  178.55   (m)          585.8    (f) RESET       3  
 JB1542
 JB1542.Superseded values are not recommended for survey control.
 JB1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1542.See file dsdata.txt to determine how the superseded data were derived.
 JB1542
 JB1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH392758(NAD 83)
 JB1542_MARKER: DB = BENCH MARK DISK
 JB1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1542_STAMPING: F 249 RESET 1974
 JB1542_PROJECTION: FLUSH
 JB1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1542+STABILITY: SURFACE MOTION
 JB1542
 JB1542  HISTORY     - Date     Condition        Report By
 JB1542  HISTORY     - 1974     MONUMENTED       ILDT
 JB1542  HISTORY     - 20040122 POOR             GEOCAC
 JB1542
 JB1542                          STATION DESCRIPTION
 JB1542
 JB1542'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1974
 JB1542'3.4 MI EAST FROM FRENCH VILLAGE.
 JB1542'3.4 MILES EAST ALONG ST. CLAIR AVENUE FROM ITS JUNCTION WITH ILLINOIS
 JB1542'ROUTE 157, TO ITS JUNCTION WITH NORTH RUBY LANE, THEN NORTH ALONG
 JB1542'NORTH RUBY LANE FOR A DISTANCE OF 458 FEET TO ITS JUNCTION WITH
 JB1542'FAIRWAY DRIVE, 19 FEET WEST OF THE NORTH RUBY LANE CENTERLINE, 44 FEET
 JB1542'SOUTH OF THE FAIRWAY DRIVE CENTERLINE.
 JB1542
 JB1542                          STATION RECOVERY (2004)
 JB1542
 JB1542'RECOVERY NOTE BY GEOCACHING 2004 (KHK)
 JB1542'THE DISK IS GONE.  THE CONCRETE MONUMENT AND THE DISK STEM REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1916 ***********************************************************************
 LB1916  DESIGNATION -  F 25
 LB1916  PID         -  LB1916
 LB1916  STATE/COUNTY-  IL/IROQUOIS
 LB1916  USGS QUAD   -  WOODWORTH (1986)
 LB1916
 LB1916                         *CURRENT SURVEY CONTROL
 LB1916  ___________________________________________________________________
 LB1916* NAD 83(1986)-  40 42 00.     (N)    087 51 32.     (W)     SCALED    
 LB1916* NAVD 88     -       197.887  (meters)     649.23   (feet)  ADJUSTED  
 LB1916  ___________________________________________________________________
 LB1916  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LB1916  DYNAMIC HT  -         197.797 (meters)     648.94  (feet)  COMP
 LB1916  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 LB1916
 LB1916  VERT ORDER  -  SECOND    CLASS 0
 LB1916
 LB1916.The horizontal coordinates were scaled from a topographic map and have
 LB1916.an estimated accuracy of +/- 6 seconds.
 LB1916
 LB1916.The orthometric height was determined by differential leveling
 LB1916.and adjusted by the National Geodetic Survey in June 1991..
 LB1916
 LB1916.The geoid height was determined by GEOID03.
 LB1916
 LB1916.The dynamic height is computed by dividing the NAVD 88
 LB1916.geopotential number by the normal gravity value computed on the
 LB1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1916.degrees latitude (g = 980.6199 gals.).
 LB1916
 LB1916.The modeled gravity was interpolated from observed gravity values.
 LB1916
 LB1916;                    North         East    Units  Estimated Accuracy
 LB1916;SPC IL E     -   447,840.      340,100.      MT  (+/- 180 meters Scaled)
 LB1916
 LB1916                          SUPERSEDED SURVEY CONTROL
 LB1916
 LB1916  NGVD 29 (??/??/92)  197.956  (m)          649.46   (f) ADJ UNCH    2 0
 LB1916
 LB1916.Superseded values are not recommended for survey control.
 LB1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1916.See file dsdata.txt to determine how the superseded data were derived.
 LB1916
 LB1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL274058(NAD 83)
 LB1916_MARKER: DB = BENCH MARK DISK
 LB1916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1916_SP_SET: BRIDGE
 LB1916_STAMPING: F 25 1935
 LB1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1916
 LB1916  HISTORY     - Date     Condition        Report By
 LB1916  HISTORY     - 1935     MONUMENTED       CGS
 LB1916  HISTORY     - 1954     GOOD             NGS
 LB1916
 LB1916                          STATION DESCRIPTION
 LB1916
 LB1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1916'4.8 MI S FROM CRESCENT CITY.
 LB1916'ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE
 LB1916'INTERSECTION OF U.S. HIGHWAY 24 AT CRESCENT CITY, ABOUT 0.75
 LB1916'MILE SOUTH OF ONARGA-WOODLAND CROSSROADS, IN THE TOP AND 2 FEET
 LB1916'NORTHWEST OF SOUTHEAST END OF NORTHWEST WING WALL OF A 50-FOOT
 LB1916'CONCRETE BRIDGE OVER A DRAINAGE DITCH, 15 FEET WEST OF CENTER
 LB1916'LINE OF HIGHWAY, 2 FEET NORTHWEST OF CONCRETE BANISTER AND ABOUT
 LB1916'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1917 ***********************************************************************
 LB1917  DESIGNATION -  F 25 RESET 1972
 LB1917  PID         -  LB1917
 LB1917  STATE/COUNTY-  IL/IROQUOIS
 LB1917  USGS QUAD   -  WOODWORTH (1986)
 LB1917
 LB1917                         *CURRENT SURVEY CONTROL
 LB1917  ___________________________________________________________________
 LB1917* NAD 83(1986)-  40 42 00.     (N)    087 51 32.     (W)     SCALED    
 LB1917* NAVD 88     -       197.86   (meters)     649.1    (feet)  RESET     
 LB1917  ___________________________________________________________________
 LB1917  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LB1917
 LB1917  VERT ORDER  -  THIRD
 LB1917
 LB1917.The horizontal coordinates were scaled from a topographic map and have
 LB1917.an estimated accuracy of +/- 6 seconds.
 LB1917
 LB1917.The orthometric height was computed from unverified reset data.
 LB1917
 LB1917.The geoid height was determined by GEOID03.
 LB1917
 LB1917;                    North         East    Units  Estimated Accuracy
 LB1917;SPC IL E     -   447,840.      340,100.      MT  (+/- 180 meters Scaled)
 LB1917
 LB1917                          SUPERSEDED SURVEY CONTROL
 LB1917
 LB1917.No superseded survey control is available for this station.
 LB1917
 LB1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL274058(NAD 83)
 LB1917_MARKER: DB = BENCH MARK DISK
 LB1917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1917_SP_SET: DAM
 LB1917_STAMPING: F 25 RESET 1972
 LB1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1917
 LB1917  HISTORY     - Date     Condition        Report By
 LB1917  HISTORY     - 1972     MONUMENTED       ILHD
 LB1917
 LB1917                          STATION DESCRIPTION
 LB1917
 LB1917'DESCRIBED BY IL HIGHWAY DEPT 1972
 LB1917'4.8 MI S FROM CRESCENT CITY.
 LB1917'ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE INTERSECTION
 LB1917'OF U.S. HIGHWAY 24 AT CRESCENT CITY, ABOUT 0.75 MILE SOUTH OF
 LB1917'ONARGA-WOODLAND CROSSROADS, IN THE TOP OF NORTH END DAM AND
 LB1917'ABOUT 17 FEET WEST OF THE CENTER LINE OF THE BRIDGE OVER
 LB1917'DRAINAGE DITCH AT HIGHWAY STATION 265 + 05.85, SECTION 136 BR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1275 ***********************************************************************
 JB1275  DESIGNATION -  F 250
 JB1275  PID         -  JB1275
 JB1275  STATE/COUNTY-  IL/CLINTON
 JB1275  USGS QUAD   -  OKAWVILLE (1981)
 JB1275
 JB1275                         *CURRENT SURVEY CONTROL
 JB1275  ___________________________________________________________________
 JB1275* NAD 83(1986)-  38 29 20.     (N)    089 35 35.     (W)     SCALED    
 JB1275* NAVD 88     -       122.401  (meters)     401.58   (feet)  ADJUSTED  
 JB1275  ___________________________________________________________________
 JB1275  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JB1275  DYNAMIC HT  -         122.325 (meters)     401.33  (feet)  COMP
 JB1275  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 JB1275
 JB1275  VERT ORDER  -  SECOND    CLASS 0
 JB1275
 JB1275.The horizontal coordinates were scaled from a topographic map and have
 JB1275.an estimated accuracy of +/- 6 seconds.
 JB1275
 JB1275.The orthometric height was determined by differential leveling
 JB1275.and adjusted by the National Geodetic Survey in June 1991..
 JB1275
 JB1275.The geoid height was determined by GEOID03.
 JB1275
 JB1275.The dynamic height is computed by dividing the NAVD 88
 JB1275.geopotential number by the normal gravity value computed on the
 JB1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1275.degrees latitude (g = 980.6199 gals.).
 JB1275
 JB1275.The modeled gravity was interpolated from observed gravity values.
 JB1275
 JB1275;                    North         East    Units  Estimated Accuracy
 JB1275;SPC IL W     -   202,390.      750,040.      MT  (+/- 180 meters Scaled)
 JB1275
 JB1275                          SUPERSEDED SURVEY CONTROL
 JB1275
 JB1275  NGVD 29 (??/??/92)  122.522  (m)          401.97   (f) ADJ UNCH    2 0
 JB1275
 JB1275.Superseded values are not recommended for survey control.
 JB1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1275.See file dsdata.txt to determine how the superseded data were derived.
 JB1275
 JB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH738632(NAD 83)
 JB1275_MARKER: DB = BENCH MARK DISK
 JB1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1275_STAMPING: F 250 1961
 JB1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1275+STABILITY: SURFACE MOTION
 JB1275
 JB1275  HISTORY     - Date     Condition        Report By
 JB1275  HISTORY     - 1961     MONUMENTED       CGS
 JB1275
 JB1275                          STATION DESCRIPTION
 JB1275
 JB1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1275'3.2 MI SE FROM DAMIANSVILLE.
 JB1275'ABOUT 1.65 MILES EAST ALONG AN ASPHALT PAVED ROAD FROM ST DAMIANS
 JB1275'CHURCH AND SCHOOL IN DAMIANSVILLE, THENCE 1.5 MILES SOUTH ALONG
 JB1275'A DIRT ROAD, ABOUT 0.05 MILE SOUTH OF A 20 FOOT WOODEN PLANK
 JB1275'BRIDGE, AT THE Y JUNCTION OF A WOODS ROAD SOUTHEAST AND A WOODS
 JB1275'ROAD SOUTHWEST, 16 FEET WEST OF THE CENTER LINE OF THE WOODS
 JB1275'ROAD, 23.5 FEET NORTHWEST OF THE CENTER OF THE Y JUNCTION, 9
 JB1275'FEET NORTH OF A TRIANGLE BLAZED TWIN TRUNK MAPLE TREE, 42 FEET
 JB1275'SOUTHEAST OF A 20 INCH WATER OAK TREE, 1.5 FEET SOUTH OF A METAL
 JB1275'WITNESS POST, 0.5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 JB1275'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1157 ***********************************************************************
 JB1157  DESIGNATION -  F 251
 JB1157  PID         -  JB1157
 JB1157  STATE/COUNTY-  IL/WASHINGTON
 JB1157  USGS QUAD   -  HOYLETON (1974)
 JB1157
 JB1157                         *CURRENT SURVEY CONTROL
 JB1157  ___________________________________________________________________
 JB1157* NAD 83(1986)-  38 24 20.     (N)    089 18 09.     (W)     SCALED    
 JB1157* NAVD 88     -       150.992  (meters)     495.38   (feet)  ADJUSTED  
 JB1157  ___________________________________________________________________
 JB1157  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB1157  DYNAMIC HT  -         150.896 (meters)     495.06  (feet)  COMP
 JB1157  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JB1157
 JB1157  VERT ORDER  -  SECOND    CLASS 0
 JB1157
 JB1157.The horizontal coordinates were scaled from a topographic map and have
 JB1157.an estimated accuracy of +/- 6 seconds.
 JB1157
 JB1157.The orthometric height was determined by differential leveling
 JB1157.and adjusted by the National Geodetic Survey in June 1991..
 JB1157
 JB1157.The geoid height was determined by GEOID03.
 JB1157
 JB1157.The dynamic height is computed by dividing the NAVD 88
 JB1157.geopotential number by the normal gravity value computed on the
 JB1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1157.degrees latitude (g = 980.6199 gals.).
 JB1157
 JB1157.The modeled gravity was interpolated from observed gravity values.
 JB1157
 JB1157;                    North         East    Units  Estimated Accuracy
 JB1157;SPC IL W     -   193,340.      775,480.      MT  (+/- 180 meters Scaled)
 JB1157
 JB1157                          SUPERSEDED SURVEY CONTROL
 JB1157
 JB1157  NGVD 29 (??/??/92)  151.114  (m)          495.78   (f) ADJ UNCH    2 0
 JB1157
 JB1157.Superseded values are not recommended for survey control.
 JB1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1157.See file dsdata.txt to determine how the superseded data were derived.
 JB1157
 JB1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH989533(NAD 83)
 JB1157_MARKER: DB = BENCH MARK DISK
 JB1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1157_STAMPING: F 251 1961
 JB1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1157+STABILITY: SURFACE MOTION
 JB1157
 JB1157  HISTORY     - Date     Condition        Report By
 JB1157  HISTORY     - 1961     MONUMENTED       CGS
 JB1157
 JB1157                          STATION DESCRIPTION
 JB1157
 JB1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1157'6.2 MI SE FROM NEW MINDEN.
 JB1157'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1157'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 3.7 MILES EAST
 JB1157'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A NORTH-SOUTH GRAVELED
 JB1157'CROSS ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 36 FEET
 JB1157'WEST OF THE CENTER LINE OF THE ROAD, 48 FEET NORTHWEST OF THE
 JB1157'CENTER OF THE JUNCTION, 1 FOOT SOUTH OF A FENCE, 11.5 FEET WEST
 JB1157'OF THE FENCE CORNER, 10 FEET WEST OF A TELEPHONE POLE, 1.8 FEET
 JB1157'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JB1157'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB1157'NOTE-- THIS MARK MAY BE REACHED FROM THE POST OFFICE IN HOYLETON
 JB1157'BY GOING 0.10 MILE WEST ALONG STATE HIGHWAY 177, THENCE 2.5
 JB1157'MILES SOUTH ALONG AN ASPHALT PAVED ROAD, THENCE 1.5 MILES WEST
 JB1157'ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1210 ***********************************************************************
 JB1210  DESIGNATION -  F 252
 JB1210  PID         -  JB1210
 JB1210  STATE/COUNTY-  IL/JEFFERSON
 JB1210  USGS QUAD   -  WOODLAWN (1974)
 JB1210
 JB1210                         *CURRENT SURVEY CONTROL
 JB1210  ___________________________________________________________________
 JB1210* NAD 83(1986)-  38 17 50.     (N)    089 00 06.     (W)     SCALED    
 JB1210* NAVD 88     -       132.521  (meters)     434.78   (feet)  ADJUSTED  
 JB1210  ___________________________________________________________________
 JB1210  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB1210  DYNAMIC HT  -         132.437 (meters)     434.50  (feet)  COMP
 JB1210  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 JB1210
 JB1210  VERT ORDER  -  SECOND    CLASS 0
 JB1210
 JB1210.The horizontal coordinates were scaled from a topographic map and have
 JB1210.an estimated accuracy of +/- 6 seconds.
 JB1210
 JB1210.The orthometric height was determined by differential leveling
 JB1210.and adjusted by the National Geodetic Survey in June 1991..
 JB1210
 JB1210.The geoid height was determined by GEOID03.
 JB1210
 JB1210.The dynamic height is computed by dividing the NAVD 88
 JB1210.geopotential number by the normal gravity value computed on the
 JB1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1210.degrees latitude (g = 980.6199 gals.).
 JB1210
 JB1210.The modeled gravity was interpolated from observed gravity values.
 JB1210
 JB1210;                    North         East    Units  Estimated Accuracy
 JB1210;SPC IL E     -   181,180.      241,540.      MT  (+/- 180 meters Scaled)
 JB1210
 JB1210                          SUPERSEDED SURVEY CONTROL
 JB1210
 JB1210  NGVD 29 (??/??/92)  132.631  (m)          435.14   (f) ADJ UNCH    2 0
 JB1210
 JB1210.Superseded values are not recommended for survey control.
 JB1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1210.See file dsdata.txt to determine how the superseded data were derived.
 JB1210
 JB1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH249406(NAD 83)
 JB1210_MARKER: DB = BENCH MARK DISK
 JB1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1210_STAMPING: F 252 1961
 JB1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1210+STABILITY: SURFACE MOTION
 JB1210
 JB1210  HISTORY     - Date     Condition        Report By
 JB1210  HISTORY     - 1961     MONUMENTED       CGS
 JB1210
 JB1210                          STATION DESCRIPTION
 JB1210
 JB1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1210'4.2 MI SE FROM WOODLAWN.
 JB1210'ABOUT 1.5 MILES SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1210'SCHOOL IN WOODLAWN, THENCE 1.85 MILES EAST ALONG U.S. HIGHWAY
 JB1210'460, THENCE 0.9 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.2 MILE
 JB1210'SOUTH OF THE JUNCTION OF A DIRT ROAD WEST, AT A DRIVE EAST TO A
 JB1210'FARM HOUSE, 25 FEET EAST OF THE CENTER OF THE ROAD, 37 FEET SOUTH
 JB1210'OF THE CENTER OF THE FARM DRIVE, 47 FEET SOUTH OF POWER POLE
 JB1210'B 25-14, 1 FOOT WEST OF A FENCE, 33 FEET SOUTH OF A FENCE CORNER,
 JB1210'2.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JB1210'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JB1210'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0534 ***********************************************************************
 JB0534  DESIGNATION -  F 253
 JB0534  PID         -  JB0534
 JB0534  STATE/COUNTY-  IL/WAYNE
 JB0534  USGS QUAD   -  WAYNE CITY (1973)
 JB0534
 JB0534                         *CURRENT SURVEY CONTROL
 JB0534  ___________________________________________________________________
 JB0534* NAD 83(1986)-  38 18 57.     (N)    088 35 16.     (W)     SCALED    
 JB0534* NAVD 88     -       126.590  (meters)     415.32   (feet)  ADJUSTED  
 JB0534  ___________________________________________________________________
 JB0534  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 JB0534  DYNAMIC HT  -         126.508 (meters)     415.05  (feet)  COMP
 JB0534  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 JB0534
 JB0534  VERT ORDER  -  SECOND    CLASS 0
 JB0534
 JB0534.The horizontal coordinates were scaled from a topographic map and have
 JB0534.an estimated accuracy of +/- 6 seconds.
 JB0534
 JB0534.The orthometric height was determined by differential leveling
 JB0534.and adjusted by the National Geodetic Survey in June 1991..
 JB0534
 JB0534.The geoid height was determined by GEOID03.
 JB0534
 JB0534.The dynamic height is computed by dividing the NAVD 88
 JB0534.geopotential number by the normal gravity value computed on the
 JB0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0534.degrees latitude (g = 980.6199 gals.).
 JB0534
 JB0534.The modeled gravity was interpolated from observed gravity values.
 JB0534
 JB0534;                    North         East    Units  Estimated Accuracy
 JB0534;SPC IL E     -   183,060.      277,750.      MT  (+/- 180 meters Scaled)
 JB0534
 JB0534                          SUPERSEDED SURVEY CONTROL
 JB0534
 JB0534  NGVD 29 (??/??/92)  126.721  (m)          415.75   (f) ADJ UNCH    2 0
 JB0534
 JB0534.Superseded values are not recommended for survey control.
 JB0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0534.See file dsdata.txt to determine how the superseded data were derived.
 JB0534
 JB0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH611420(NAD 83)
 JB0534_MARKER: DB = BENCH MARK DISK
 JB0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0534_STAMPING: F 253 1961
 JB0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0534+STABILITY: SURFACE MOTION
 JB0534
 JB0534  HISTORY     - Date     Condition        Report By
 JB0534  HISTORY     - 1961     MONUMENTED       CGS
 JB0534
 JB0534                          STATION DESCRIPTION
 JB0534
 JB0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0534'2.1 MI S FROM WAYNE CITY.
 JB0534'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 142 FROM ITS JUNCTION
 JB0534'WITH STATE HIGHWAY 15 IN WAYNE CITY, ABOUT 0.25 MILE SOUTH OF A
 JB0534'FARM HOUSE WEST OF THE HIGHWAY, ABOUT 0.25 MILE NORTH OF THE
 JB0534'JUNCTION OF A GRAVEL ROAD WEST, AT A GATE AND FIELD ENTRANCE EAST
 JB0534'OF THE HIGHWAY, 30 FEET EAST OF THE CENTER OF THE HIGHWAY, 14
 JB0534'FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE, 6 FEET NORTH OF
 JB0534'THE NORTH END OF A BOARD GATE, 1.5 FEET WEST OF A FENCE, 1.4
 JB0534'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0534'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JB0534'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0259 ***********************************************************************
 JB0259  DESIGNATION -  F 254
 JB0259  PID         -  JB0259
 JB0259  STATE/COUNTY-  IL/WHITE
 JB0259  USGS QUAD   -  CENTERVILLE (1974)
 JB0259
 JB0259                         *CURRENT SURVEY CONTROL
 JB0259  ___________________________________________________________________
 JB0259* NAD 83(1986)-  38 14 56.     (N)    088 10 08.     (W)     SCALED    
 JB0259* NAVD 88     -       116.763  (meters)     383.08   (feet)  ADJUSTED  
 JB0259  ___________________________________________________________________
 JB0259  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB0259  DYNAMIC HT  -         116.688 (meters)     382.83  (feet)  COMP
 JB0259  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 JB0259
 JB0259  VERT ORDER  -  SECOND    CLASS 0
 JB0259
 JB0259.The horizontal coordinates were scaled from a topographic map and have
 JB0259.an estimated accuracy of +/- 6 seconds.
 JB0259
 JB0259.The orthometric height was determined by differential leveling
 JB0259.and adjusted by the National Geodetic Survey in June 1991..
 JB0259
 JB0259.The geoid height was determined by GEOID03.
 JB0259
 JB0259.The dynamic height is computed by dividing the NAVD 88
 JB0259.geopotential number by the normal gravity value computed on the
 JB0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0259.degrees latitude (g = 980.6199 gals.).
 JB0259
 JB0259.The modeled gravity was interpolated from observed gravity values.
 JB0259
 JB0259;                    North         East    Units  Estimated Accuracy
 JB0259;SPC IL E     -   175,610.      314,390.      MT  (+/- 180 meters Scaled)
 JB0259
 JB0259                          SUPERSEDED SURVEY CONTROL
 JB0259
 JB0259  NGVD 29 (??/??/92)  116.889  (m)          383.49   (f) ADJ UNCH    2 0
 JB0259
 JB0259.Superseded values are not recommended for survey control.
 JB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0259.See file dsdata.txt to determine how the superseded data were derived.
 JB0259
 JB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH977340(NAD 83)
 JB0259_MARKER: DB = BENCH MARK DISK
 JB0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0259_STAMPING: F 254 1961
 JB0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0259+STABILITY: SURFACE MOTION
 JB0259
 JB0259  HISTORY     - Date     Condition        Report By
 JB0259  HISTORY     - 1961     MONUMENTED       CGS
 JB0259
 JB0259                          STATION DESCRIPTION
 JB0259
 JB0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0259'4.9 MI E FROM BURNT PRAIRIE.
 JB0259'ABOUT 4.3 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0259'BURNT PRAIRIE, THENCE FROM THE END OF BLACK TOP CONTINUE 0.6
 JB0259'MILE EAST ON GRAVELED ROAD AT CROSSROAD, 52 FEET SOUTH OF CENTER
 JB0259'OF ROAD, 26 FEET EAST OF CENTER OF ROAD, 19 FEET EAST OF THE
 JB0259'SOUTHEAST CORNER OF A 30 FOOT WOODEN PLANK BRIDGE, 17 FEET
 JB0259'NORTH OF CENTER OF FIELD ROAD, 1.7 FEET SOUTHWEST OF WITNESS
 JB0259'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE
 JB0259'POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0275 ***********************************************************************
 KC0275  DESIGNATION -  F 255
 KC0275  PID         -  KC0275
 KC0275  STATE/COUNTY-  IL/MORGAN
 KC0275  USGS QUAD   -  MEREDOSIA (1980)
 KC0275
 KC0275                         *CURRENT SURVEY CONTROL
 KC0275  ___________________________________________________________________
 KC0275* NAD 83(1986)-  39 51 51.     (N)    090 30 19.     (W)     SCALED    
 KC0275* NAVD 88     -       135.219  (meters)     443.63   (feet)  ADJUSTED  
 KC0275  ___________________________________________________________________
 KC0275  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KC0275  DYNAMIC HT  -         135.147 (meters)     443.39  (feet)  COMP
 KC0275  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 KC0275
 KC0275  VERT ORDER  -  FIRST     CLASS II
 KC0275
 KC0275.The horizontal coordinates were scaled from a topographic map and have
 KC0275.an estimated accuracy of +/- 6 seconds.
 KC0275
 KC0275.The orthometric height was determined by differential leveling
 KC0275.and adjusted by the National Geodetic Survey in June 1991..
 KC0275
 KC0275.The geoid height was determined by GEOID03.
 KC0275
 KC0275.The dynamic height is computed by dividing the NAVD 88
 KC0275.geopotential number by the normal gravity value computed on the
 KC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0275.degrees latitude (g = 980.6199 gals.).
 KC0275
 KC0275.The modeled gravity was interpolated from observed gravity values.
 KC0275
 KC0275;                    North         East    Units  Estimated Accuracy
 KC0275;SPC IL W     -   354,960.      671,030.      MT  (+/- 180 meters Scaled)
 KC0275
 KC0275                          SUPERSEDED SURVEY CONTROL
 KC0275
 KC0275  NGVD 29 (??/??/92)  135.331  (m)          444.00   (f) ADJ UNCH    1 2
 KC0275
 KC0275.Superseded values are not recommended for survey control.
 KC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0275.See file dsdata.txt to determine how the superseded data were derived.
 KC0275
 KC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE133156(NAD 83)
 KC0275_MARKER: DB = BENCH MARK DISK
 KC0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0275_STAMPING: F 255 1961
 KC0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0275+STABILITY: SURFACE MOTION
 KC0275
 KC0275  HISTORY     - Date     Condition        Report By
 KC0275  HISTORY     - 1961     MONUMENTED       CGS
 KC0275
 KC0275                          STATION DESCRIPTION
 KC0275
 KC0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0275'8.5 MI N FROM BLUFFS.
 KC0275'ABOUT 8.5 MILES NORTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0275'OF THE WABASH RAILROAD AT BLUFFS, 0.8 MILE SOUTH OF THE
 KC0275'MORGAN-CASS COUNTY LINE, 1.2 MILES NORTH OF A BRIDGE OVER WILLOW
 KC0275'CREEK, NEAR THE JUNCTION OF A DRIVEWAY LEADING WEST TO A FRAME
 KC0275'HOUSE, 38 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 128
 KC0275'FEET NORTH OF THE CENTER LINE OF THE DRIVE, 2 FEET SOUTH OF A
 KC0275'TELEPHONE POLE, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 2 FEET
 KC0275'NORTH OF A METAL WITNESS POST, 1/2 FOOT BELOW THE LEVEL OF THE
 KC0275'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KC0275'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0802 ***********************************************************************
 JB0802  DESIGNATION -  F 256
 JB0802  PID         -  JB0802
 JB0802  STATE/COUNTY-  IL/MARION
 JB0802  USGS QUAD   -  PATOKA (1981)
 JB0802
 JB0802                         *CURRENT SURVEY CONTROL
 JB0802  ___________________________________________________________________
 JB0802* NAD 83(1997)-  38 48 05.25238(N)    089 05 17.59032(W)     ADJUSTED  
 JB0802* NAVD 88     -       156.761  (meters)     514.31   (feet)  ADJUSTED  
 JB0802  ___________________________________________________________________
 JB0802  X           -      79,202.734 (meters)                     COMP
 JB0802  Y           -  -4,976,635.802 (meters)                     COMP
 JB0802  Z           -   3,975,242.693 (meters)                     COMP
 JB0802  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JB0802  ELLIP HEIGHT-         125.35  (meters)          (05/04/06) GPS OBS
 JB0802  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JB0802  DYNAMIC HT  -         156.663 (meters)     513.99  (feet)  COMP
 JB0802  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 JB0802
 JB0802  HORZ ORDER  -  FIRST
 JB0802  VERT ORDER  -  FIRST     CLASS I
 JB0802  ELLP ORDER  -  SECOND    CLASS II
 JB0802
 JB0802.The horizontal coordinates were established by GPS observations
 JB0802.and adjusted by the National Geodetic Survey in May 2006..
 JB0802
 JB0802.The orthometric height was determined by differential leveling
 JB0802.and adjusted by the National Geodetic Survey in June 1991..
 JB0802
 JB0802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0802
 JB0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0802
 JB0802.The ellipsoidal height was determined by GPS observations
 JB0802.and is referenced to NAD 83.
 JB0802
 JB0802.The geoid height was determined by GEOID03.
 JB0802
 JB0802.The dynamic height is computed by dividing the NAVD 88
 JB0802.geopotential number by the normal gravity value computed on the
 JB0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0802.degrees latitude (g = 980.6199 gals.).
 JB0802
 JB0802.The modeled gravity was interpolated from observed gravity values.
 JB0802
 JB0802;                    North         East     Units Scale Factor Converg.
 JB0802;SPC IL E     -   237,208.541   234,425.792   MT  1.00002793   -0 28 23.0
 JB0802;SPC IL E     -   778,241.69    769,111.95   sFT  1.00002793   -0 28 23.0
 JB0802;UTM  16      - 4,296,815.843   318,664.446   MT  1.00000493   -1 18 32.0
 JB0802
 JB0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0802!SPC IL E     -   0.99998033  x   1.00002793  =   1.00000826
 JB0802!UTM  16      -   0.99998033  x   1.00000493  =   0.99998526
 JB0802
 JB0802                          SUPERSEDED SURVEY CONTROL
 JB0802
 JB0802  NAVD 88 (05/04/06)  156.76   (m)          514.3    (f) LEVELING    3  
 JB0802  NGVD 29 (??/??/92)  156.874  (m)          514.68   (f) ADJ UNCH    1 1
 JB0802
 JB0802.Superseded values are not recommended for survey control.
 JB0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0802.See file dsdata.txt to determine how the superseded data were derived.
 JB0802
 JB0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1866496816(NAD 83)
 JB0802_MARKER: DB = BENCH MARK DISK
 JB0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0802_STAMPING: F 256 1961
 JB0802_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0802+STABILITY: SURFACE MOTION
 JB0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0802+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 JB0802
 JB0802  HISTORY     - Date     Condition        Report By
 JB0802  HISTORY     - 1961     MONUMENTED       CGS
 JB0802  HISTORY     - 1969     GOOD             NGS
 JB0802  HISTORY     - 20060201 GOOD             ILDT
 JB0802
 JB0802                          STATION DESCRIPTION
 JB0802
 JB0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0802'3.4 MI N FROM PATOKA.
 JB0802'ABOUT 3.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0802'THE POST OFFICE AT PATOKA, 0.3 MILE SOUTH OF MILEPOST 679, AT
 JB0802'THE COMMUNITY OF VERNON, AT THE CROSSING OF THE RAILROAD AND A
 JB0802'PAVED ROAD, 56 FEET EAST OF THE EAST RAIL, 34 FEET NORTH OF THE
 JB0802'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A TELEPHONE POLE, 1.5
 JB0802'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 JB0802'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 2
 JB0802'INCHES BELOW THE SURFACE OF THE GROUND.  SEC 9, T 4 N, R 1 E.
 JB0802
 JB0802                          STATION RECOVERY (2006)
 JB0802
 JB0802'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006
 JB0802'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0806 ***********************************************************************
 KB0806  DESIGNATION -  F 257
 KB0806  PID         -  KB0806
 KB0806  STATE/COUNTY-  IL/FAYETTE
 KB0806  USGS QUAD   -  VERA (1982)
 KB0806
 KB0806                         *CURRENT SURVEY CONTROL
 KB0806  ___________________________________________________________________
 KB0806* NAD 83(1986)-  39 02 12.     (N)    089 06 47.     (W)     SCALED    
 KB0806* NAVD 88     -       168.771  (meters)     553.71   (feet)  ADJUSTED  
 KB0806  ___________________________________________________________________
 KB0806  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KB0806  DYNAMIC HT  -         168.668 (meters)     553.37  (feet)  COMP
 KB0806  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 KB0806
 KB0806  VERT ORDER  -  FIRST     CLASS I
 KB0806
 KB0806.The horizontal coordinates were scaled from a topographic map and have
 KB0806.an estimated accuracy of +/- 6 seconds.
 KB0806
 KB0806.The orthometric height was determined by differential leveling
 KB0806.and adjusted by the National Geodetic Survey in June 1991..
 KB0806
 KB0806.The geoid height was determined by GEOID03.
 KB0806
 KB0806.The dynamic height is computed by dividing the NAVD 88
 KB0806.geopotential number by the normal gravity value computed on the
 KB0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0806.degrees latitude (g = 980.6199 gals.).
 KB0806
 KB0806.The modeled gravity was interpolated from observed gravity values.
 KB0806
 KB0806;                    North         East    Units  Estimated Accuracy
 KB0806;SPC IL E     -   263,340.      232,490.      MT  (+/- 180 meters Scaled)
 KB0806
 KB0806                          SUPERSEDED SURVEY CONTROL
 KB0806
 KB0806  NGVD 29 (??/??/92)  168.878  (m)          554.06   (f) ADJ UNCH    1 1
 KB0806
 KB0806.Superseded values are not recommended for survey control.
 KB0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0806.See file dsdata.txt to determine how the superseded data were derived.
 KB0806
 KB0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ171229(NAD 83)
 KB0806_MARKER: DB = BENCH MARK DISK
 KB0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0806_SP_SET: BRIDGE
 KB0806_STAMPING: F 257 1961
 KB0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0806
 KB0806  HISTORY     - Date     Condition        Report By
 KB0806  HISTORY     - 1961     MONUMENTED       CGS
 KB0806  HISTORY     - 1969     GOOD             NGS
 KB0806  HISTORY     - 1976     GOOD             NGS
 KB0806
 KB0806                          STATION DESCRIPTION
 KB0806
 KB0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0806'5.4 MI N FROM VANDALIA.
 KB0806'ABOUT 5.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0806'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 KB0806'VANDALIA, 0.2 MILE NORTH OF MILEPOST 695, 0.15 MILE NORTH OF A
 KB0806'CROSSING OF THE RAILROAD AND A ROAD AT THE COMMUNITY OF VERA, 9
 KB0806'FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE EAST END OF THE
 KB0806'SOUTH CONCRETE ABUTMENT OF A CONCRETE RAILROAD BRIDGE, 2 FEET
 KB0806'WEST OF THE EAST END OF THE TOP STEP ON THE ABUTMENT, AND ABOUT
 KB0806'2 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 20, T 7 N, R 1 E.
 KB0806
 KB0806                          STATION RECOVERY (1976)
 KB0806
 KB0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0228 ***********************************************************************
 LD0228  DESIGNATION -  F 258
 LD0228  PID         -  LD0228
 LD0228  STATE/COUNTY-  IL/MASON
 LD0228  USGS QUAD   -  BATH (1981)
 LD0228
 LD0228                         *CURRENT SURVEY CONTROL
 LD0228  ___________________________________________________________________
 LD0228* NAD 83(1986)-  40 08 32.     (N)    090 09 17.     (W)     SCALED    
 LD0228* NAVD 88     -       143.683  (meters)     471.40   (feet)  ADJUSTED  
 LD0228  ___________________________________________________________________
 LD0228  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LD0228  DYNAMIC HT  -         143.610 (meters)     471.16  (feet)  COMP
 LD0228  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 LD0228
 LD0228  VERT ORDER  -  FIRST     CLASS II
 LD0228
 LD0228.The horizontal coordinates were scaled from a topographic map and have
 LD0228.an estimated accuracy of +/- 6 seconds.
 LD0228
 LD0228.The orthometric height was determined by differential leveling
 LD0228.and adjusted by the National Geodetic Survey in June 1991..
 LD0228
 LD0228.The geoid height was determined by GEOID03.
 LD0228
 LD0228.The dynamic height is computed by dividing the NAVD 88
 LD0228.geopotential number by the normal gravity value computed on the
 LD0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0228.degrees latitude (g = 980.6199 gals.).
 LD0228
 LD0228.The modeled gravity was interpolated from observed gravity values.
 LD0228
 LD0228;                    North         East    Units  Estimated Accuracy
 LD0228;SPC IL W     -   385,780.      701,020.      MT  (+/- 180 meters Scaled)
 LD0228
 LD0228                          SUPERSEDED SURVEY CONTROL
 LD0228
 LD0228  NGVD 29 (??/??/92)  143.781  (m)          471.72   (f) ADJ UNCH    1 2
 LD0228
 LD0228.Superseded values are not recommended for survey control.
 LD0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0228.See file dsdata.txt to determine how the superseded data were derived.
 LD0228
 LD0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE423474(NAD 83)
 LD0228_MARKER: DB = BENCH MARK DISK
 LD0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0228_STAMPING: F 258 1961
 LD0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0228+STABILITY: SURFACE MOTION
 LD0228
 LD0228  HISTORY     - Date     Condition        Report By
 LD0228  HISTORY     - 1961     MONUMENTED       CGS
 LD0228  HISTORY     - 20050601 GOOD             ILDT
 LD0228
 LD0228                          STATION DESCRIPTION
 LD0228
 LD0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0228'3.6 MI S FROM BATH.
 LD0228'3.6 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE CENTER OF THE
 LD0228'PARK IN THE TOWN OF BATH, NEAR THE JUNCTION OF A ROAD LEADING
 LD0228'WEST, 38.4 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 358 1/2
 LD0228'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 3 1/2 FEET
 LD0228'SOUTH OF A POWER LINE POLE (FIRST ONE NORTH OF THE ROAD LEADING
 LD0228'WEST), 1.4 FEET EAST OF A FENCE LINE, 0.45 MILE SOUTH OF THE
 LD0228'JUNCTION OF A ROAD LEADING EAST, 2.3 FEET NORTH OF A METAL WITNESS
 LD0228'POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 LD0228'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- THIS
 LD0228'MARK MAY BE REACHED BY GOING 6.5 MILES NORTH ALONG STATE HIGHWAY 78
 LD0228'FROM ITS JUNCTION WITH LAKE STREET IN CHANDLERVILLE.
 LD0228
 LD0228                          STATION RECOVERY (2005)
 LD0228
 LD0228'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0485 ***********************************************************************
 LC0485  DESIGNATION -  F 259
 LC0485  PID         -  LC0485
 LC0485  STATE/COUNTY-  IL/DE WITT
 LC0485  USGS QUAD   -  CLINTON (1979)
 LC0485
 LC0485                         *CURRENT SURVEY CONTROL
 LC0485  ___________________________________________________________________
 LC0485* NAD 83(1986)-  40 11 41.     (N)    088 57 30.     (W)     SCALED    
 LC0485* NAVD 88     -       224.762  (meters)     737.41   (feet)  ADJUSTED  
 LC0485  ___________________________________________________________________
 LC0485  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC0485  DYNAMIC HT  -         224.649 (meters)     737.04  (feet)  COMP
 LC0485  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 LC0485
 LC0485  VERT ORDER  -  FIRST     CLASS I
 LC0485
 LC0485.The horizontal coordinates were scaled from a topographic map and have
 LC0485.an estimated accuracy of +/- 6 seconds.
 LC0485
 LC0485.The orthometric height was determined by differential leveling
 LC0485.and adjusted by the National Geodetic Survey in June 1991..
 LC0485
 LC0485.The geoid height was determined by GEOID03.
 LC0485
 LC0485.The dynamic height is computed by dividing the NAVD 88
 LC0485.geopotential number by the normal gravity value computed on the
 LC0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0485.degrees latitude (g = 980.6199 gals.).
 LC0485
 LC0485.The modeled gravity was interpolated from observed gravity values.
 LC0485
 LC0485;                    North         East    Units  Estimated Accuracy
 LC0485;SPC IL E     -   391,810.      246,780.      MT  (+/- 180 meters Scaled)
 LC0485
 LC0485                          SUPERSEDED SURVEY CONTROL
 LC0485
 LC0485  NGVD 29 (??/??/92)  224.836  (m)          737.65   (f) ADJ UNCH    1 1
 LC0485
 LC0485.Superseded values are not recommended for survey control.
 LC0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0485.See file dsdata.txt to determine how the superseded data were derived.
 LC0485
 LC0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK333512(NAD 83)
 LC0485_MARKER: DB = BENCH MARK DISK
 LC0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0485_SP_SET: 32 FEET
 LC0485_STAMPING: F 259 1961
 LC0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0485
 LC0485  HISTORY     - Date     Condition        Report By
 LC0485  HISTORY     - 1961     MONUMENTED       CGS
 LC0485  HISTORY     - 1969     GOOD             NGS
 LC0485  HISTORY     - 1976     GOOD             NGS
 LC0485  HISTORY     - 20040927 POOR             ILDT
 LC0485
 LC0485                          STATION DESCRIPTION
 LC0485
 LC0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0485'2.8 MI N FROM CLINTON.
 LC0485'ABOUT 2.75 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0485'THE STATION AT CLINTON, 227 FEET NORTHEAST OF THE CENTER OF A
 LC0485'CROSSING OF THE RAILROAD AND A PAVED ROAD, 115 FEET NORTHEAST AND
 LC0485'ACROSS THE TRACK FROM MILEPOST 776, 58 1/2 FEET EAST OF THE EAST
 LC0485'RAIL, 41 FEET SOUTH OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A METAL
 LC0485'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 LC0485'THE TOP OF A 5/8-INCH COPPER COATED ROAD THAT IS DRIVEN TO A DEPTH
 LC0485'OF 32 FEET AND IS ENCASED IN A 6-INCH TILE WHICH IS LEVEL WITH THE
 LC0485'SURFACE OF THE GROUND.  SEC 15, T 20N, R 2E
 LC0485
 LC0485                          STATION RECOVERY (1976)
 LC0485
 LC0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0485'RECOVERED IN GOOD CONDITION.
 LC0485
 LC0485                          STATION RECOVERY (2004)
 LC0485
 LC0485'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0485'FOUND DISK INTACT, BUT BENT BADLY.  TELEPHONE POLE AND WITNESS POST
 LC0485'GONE AS MENTIONED IN ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1475 ***********************************************************************
 ME1475  DESIGNATION -  F 26 RESET 1967
 ME1475  PID         -  ME1475
 ME1475  STATE/COUNTY-  IL/KANKAKEE
 ME1475  USGS QUAD   -  WILTON CENTER (1990)
 ME1475
 ME1475                         *CURRENT SURVEY CONTROL
 ME1475  ___________________________________________________________________
 ME1475* NAD 83(1986)-  41 16 46.     (N)    087 52 41.     (W)     SCALED    
 ME1475* NAVD 88     -       202.36   (meters)     663.9    (feet)  RESET     
 ME1475  ___________________________________________________________________
 ME1475  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 ME1475
 ME1475  VERT ORDER  -  THIRD
 ME1475
 ME1475.The horizontal coordinates were scaled from a topographic map and have
 ME1475.an estimated accuracy of +/- 6 seconds.
 ME1475
 ME1475.The orthometric height was computed from unverified reset data.
 ME1475
 ME1475.The geoid height was determined by GEOID03.
 ME1475
 ME1475;                    North         East    Units  Estimated Accuracy
 ME1475;SPC IL E     -   512,180.      338,140.      MT  (+/- 180 meters Scaled)
 ME1475
 ME1475                          SUPERSEDED SURVEY CONTROL
 ME1475
 ME1475.No superseded survey control is available for this station.
 ME1475
 ME1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL264701(NAD 83)
 ME1475_MARKER: DB = BENCH MARK DISK
 ME1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1475_STAMPING: F 26 RESET 1967
 ME1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1475+STABILITY: SURFACE MOTION
 ME1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1475+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 ME1475
 ME1475  HISTORY     - Date     Condition        Report By
 ME1475  HISTORY     - 1967     MONUMENTED       CGS
 ME1475  HISTORY     - 19880901 GOOD             USPSQD
 ME1475  HISTORY     - 20060907 GOOD             INDIV
 ME1475
 ME1475                          STATION DESCRIPTION
 ME1475
 ME1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME1475'8.6 MI N FROM BOURBONIS.
 ME1475'8.65 MILES NORTH ALONG U.S. HIGHWAY 45 AND 52 FROM THEIR JUNCTION
 ME1475'WITH STATE HIGHWAY 102 IN BOURBONIS.  IT IS 112 FEET WEST OF
 ME1475'THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTHWEST OF THE SOUTHEAST
 ME1475'CORNER OF A BRICK HOUSE, 29 FEET NORTH OF THE CENTERLINE OF A
 ME1475'GRAVELED ROAD, 26 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 ME1475'1 FOOT WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A
 ME1475'FENCE.  THE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 ME1475'FLUSH WITH THE GROUND.
 ME1475
 ME1475                          STATION RECOVERY (1988)
 ME1475
 ME1475'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME1475'RECOVERED IN GOOD CONDITION.
 ME1475
 ME1475                          STATION RECOVERY (2006)
 ME1475
 ME1475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TWB)
 ME1475'RECOVERED AS DESCRIBED - ONE INCH BELOW GROUND SURFACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0540 ***********************************************************************
 KB0540  DESIGNATION -  F 260
 KB0540  PID         -  KB0540
 KB0540  STATE/COUNTY-  IL/MACON
 KB0540  USGS QUAD   -  FORSYTH (1975)
 KB0540
 KB0540                         *CURRENT SURVEY CONTROL
 KB0540  ___________________________________________________________________
 KB0540* NAD 83(1986)-  39 56 54.     (N)    088 56 56.     (W)     SCALED    
 KB0540* NAVD 88     -       208.774  (meters)     684.95   (feet)  ADJUSTED  
 KB0540  ___________________________________________________________________
 KB0540  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB0540  DYNAMIC HT  -         208.666 (meters)     684.60  (feet)  COMP
 KB0540  MODELED GRAV-     980,101.1   (mgal)                       NAVD 88
 KB0540
 KB0540  VERT ORDER  -  FIRST     CLASS I
 KB0540
 KB0540.The horizontal coordinates were scaled from a topographic map and have
 KB0540.an estimated accuracy of +/- 6 seconds.
 KB0540
 KB0540.The orthometric height was determined by differential leveling
 KB0540.and adjusted by the National Geodetic Survey in June 1991..
 KB0540.WARNING-Repeat measurements at this control monument indicate possible
 KB0540.vertical movement.
 KB0540
 KB0540.The geoid height was determined by GEOID03.
 KB0540
 KB0540.The dynamic height is computed by dividing the NAVD 88
 KB0540.geopotential number by the normal gravity value computed on the
 KB0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0540.degrees latitude (g = 980.6199 gals.).
 KB0540
 KB0540.The modeled gravity was interpolated from observed gravity values.
 KB0540
 KB0540;                    North         East    Units  Estimated Accuracy
 KB0540;SPC IL E     -   364,450.      247,400.      MT  (+/- 180 meters Scaled)
 KB0540
 KB0540                          SUPERSEDED SURVEY CONTROL
 KB0540
 KB0540  NGVD 29 (??/??/92)  208.857  (m)          685.23   (f) ADJ UNCH    1 1
 KB0540
 KB0540.Superseded values are not recommended for survey control.
 KB0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0540.See file dsdata.txt to determine how the superseded data were derived.
 KB0540
 KB0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335238(NAD 83)
 KB0540_MARKER: DB = BENCH MARK DISK
 KB0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0540_STAMPING: F 260 1961
 KB0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0540+STABILITY: SURFACE MOTION
 KB0540
 KB0540  HISTORY     - Date     Condition        Report By
 KB0540  HISTORY     - 1961     MONUMENTED       CGS
 KB0540  HISTORY     - 1969     GOOD             NGS
 KB0540  HISTORY     - 1976     GOOD             NGS
 KB0540  HISTORY     - 1987     GOOD             USPSQD
 KB0540  HISTORY     - 1989     GOOD             USPSQD
 KB0540
 KB0540                          STATION DESCRIPTION
 KB0540
 KB0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0540'6 MI S FROM MAROA.
 KB0540'ABOUT 6.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0540'THE STATION AT MAROA, OR ABOUT 6.9 MILES NORTH ALONG THE ILLINOIS
 KB0540'CENTRAL RAILROAD FROM THE NORFOLK AND WESTERN RAILWAY STATION
 KB0540'AT DECATUR, 0.1 MILE NORTH OF MILEPOST 759, 62 1/2 FEET EAST OF
 KB0540'THE EAST RAIL OF THE MAIN TRACK, 22 FEET WEST OF THE CENTER
 KB0540'LINE OF A TRAIL ROAD WHICH PARALLELS THE TRACK ON THE EAST SIDE,
 KB0540'3 FEET SOUTH OF A TELEPHONE POLE, 1.7 FEET NORTH OF A METAL
 KB0540'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 KB0540'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 KB0540'SURFACE OF THE GROUND.  SEC 11, T 17 N, R 2 E.
 KB0540
 KB0540                          STATION RECOVERY (1976)
 KB0540
 KB0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0540'RECOVERED IN GOOD CONDITION.
 KB0540
 KB0540                          STATION RECOVERY (1987)
 KB0540
 KB0540'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDG)
 KB0540'RECOVERED IN GOOD CONDITION.
 KB0540
 KB0540                          STATION RECOVERY (1989)
 KB0540
 KB0540'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDG)
 KB0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0761 ***********************************************************************
 KB0761  DESIGNATION -  F 261
 KB0761  PID         -  KB0761
 KB0761  STATE/COUNTY-  IL/CHRISTIAN
 KB0761  USGS QUAD   -  PANA (1982)
 KB0761
 KB0761                         *CURRENT SURVEY CONTROL
 KB0761  ___________________________________________________________________
 KB0761* NAD 83(1986)-  39 22 56.     (N)    089 05 06.     (W)     SCALED    
 KB0761* NAVD 88     -       209.916  (meters)     688.70   (feet)  ADJUSTED  
 KB0761  ___________________________________________________________________
 KB0761  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0761  DYNAMIC HT  -         209.789 (meters)     688.28  (feet)  COMP
 KB0761  MODELED GRAV-     980,021.9   (mgal)                       NAVD 88
 KB0761
 KB0761  VERT ORDER  -  FIRST     CLASS I
 KB0761
 KB0761.The horizontal coordinates were scaled from a topographic map and have
 KB0761.an estimated accuracy of +/- 6 seconds.
 KB0761
 KB0761.The orthometric height was determined by differential leveling
 KB0761.and adjusted by the National Geodetic Survey in June 1991..
 KB0761
 KB0761.The geoid height was determined by GEOID03.
 KB0761
 KB0761.The dynamic height is computed by dividing the NAVD 88
 KB0761.geopotential number by the normal gravity value computed on the
 KB0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0761.degrees latitude (g = 980.6199 gals.).
 KB0761
 KB0761.The modeled gravity was interpolated from observed gravity values.
 KB0761
 KB0761;                    North         East    Units  Estimated Accuracy
 KB0761;SPC IL W     -   301,960.      793,190.      MT  (+/- 180 meters Scaled)
 KB0761
 KB0761                          SUPERSEDED SURVEY CONTROL
 KB0761
 KB0761  NGVD 29 (??/??/92)  209.995  (m)          688.96   (f) ADJ UNCH    1 1
 KB0761
 KB0761.Superseded values are not recommended for survey control.
 KB0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0761.See file dsdata.txt to determine how the superseded data were derived.
 KB0761
 KB0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ204612(NAD 83)
 KB0761_MARKER: DB = BENCH MARK DISK
 KB0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0761_SP_SET: CULVERT
 KB0761_STAMPING: F 261 1961
 KB0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0761
 KB0761  HISTORY     - Date     Condition        Report By
 KB0761  HISTORY     - 1961     MONUMENTED       CGS
 KB0761  HISTORY     - 1969     GOOD             NGS
 KB0761  HISTORY     - 1976     GOOD             NGS
 KB0761
 KB0761                          STATION DESCRIPTION
 KB0761
 KB0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0761'0.8 MI S FROM PANA.
 KB0761'ABOUT 0.75 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0761'THE RAILROAD SWITCH CONTROL TOWER AT PANA, 3 RAILS NORTH OF
 KB0761'MILEPOST 719, AT THE CROSSING OF THE RAILROAD AND E. NINTH STREET,
 KB0761'16 FEET WEST OF THE WEST RAIL, 17 FEET NORTH OF THE CENTER LINE
 KB0761'OF THE STREET, SET IN THE TOP OF THE EAST END OF THE NORTH
 KB0761'CONCRETE HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE
 KB0761'STREET, 6 FEET WEST OF THE EAST END OF THE HEADWALL, ABOUT LEVEL
 KB0761'WITH THE STREET, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 KB0761'SEC 21, T11N, R1E.
 KB0761
 KB0761                          STATION RECOVERY (1976)
 KB0761
 KB0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0623 ***********************************************************************
 KB0623  DESIGNATION -  F 262
 KB0623  PID         -  KB0623
 KB0623  STATE/COUNTY-  IL/MACON
 KB0623  USGS QUAD   -  DECATUR (1975)
 KB0623
 KB0623                         *CURRENT SURVEY CONTROL
 KB0623  ___________________________________________________________________
 KB0623* NAD 83(1986)-  39 47 48.     (N)    088 56 01.     (W)     SCALED    
 KB0623* NAVD 88     -       199.216  (meters)     653.59   (feet)  ADJUSTED  
 KB0623  ___________________________________________________________________
 KB0623  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KB0623  DYNAMIC HT  -         199.107 (meters)     653.24  (feet)  COMP
 KB0623  MODELED GRAV-     980,073.7   (mgal)                       NAVD 88
 KB0623
 KB0623  VERT ORDER  -  FIRST     CLASS II
 KB0623
 KB0623.The horizontal coordinates were scaled from a topographic map and have
 KB0623.an estimated accuracy of +/- 6 seconds.
 KB0623
 KB0623.The orthometric height was determined by differential leveling
 KB0623.and adjusted by the National Geodetic Survey in June 1991..
 KB0623
 KB0623.The geoid height was determined by GEOID03.
 KB0623
 KB0623.The dynamic height is computed by dividing the NAVD 88
 KB0623.geopotential number by the normal gravity value computed on the
 KB0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0623.degrees latitude (g = 980.6199 gals.).
 KB0623
 KB0623.The modeled gravity was interpolated from observed gravity values.
 KB0623
 KB0623;                    North         East    Units  Estimated Accuracy
 KB0623;SPC IL E     -   347,600.      248,590.      MT  (+/- 180 meters Scaled)
 KB0623
 KB0623                          SUPERSEDED SURVEY CONTROL
 KB0623
 KB0623  NGVD 29 (??/??/92)  199.294  (m)          653.85   (f) ADJ UNCH    1 2
 KB0623
 KB0623.Superseded values are not recommended for survey control.
 KB0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0623.See file dsdata.txt to determine how the superseded data were derived.
 KB0623
 KB0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK344069(NAD 83)
 KB0623_MARKER: DB = BENCH MARK DISK
 KB0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0623_STAMPING: F 262 1961
 KB0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0623+STABILITY: SURFACE MOTION
 KB0623
 KB0623  HISTORY     - Date     Condition        Report By
 KB0623  HISTORY     - 1961     MONUMENTED       CGS
 KB0623  HISTORY     - 1975     GOOD             ILDT
 KB0623
 KB0623                          STATION DESCRIPTION
 KB0623
 KB0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KB0623'4.6 MI SE FROM DECATUR.
 KB0623'ABOUT 4.6 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0623'FROM THE WABASH RAILROAD STATION AT DECATUR, IN SECTION 36 R 2 E
 KB0623'T 16 N, ABOUT 2.4 MILES SOUTHEAST OF DECATUR JUNCTION, 0.4 MILE
 KB0623'NORTHWEST OF MILEPOST P 82, AT A BLACK TOP ROAD CROSSING, 41.6
 KB0623'FEET NORTHEAST OF THE NORTHEAST RAIL, 52 FEET EAST OF THE CENTER
 KB0623'LINE OF THE ROAD CROSSING THE MAIN TRACK, 15 FEET EAST OF POLE
 KB0623'NO. D 919, 1 FOOT SOUTHWEST OF A FENCE LINE, 1.7 FEET NORTHWEST
 KB0623'OF A METAL WITNESS POST, 1.5 FEET BELOW THE LEVEL OF THE TRACK
 KB0623'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KB0623'THE LEVEL OF THE GROUND.
 KB0623
 KB0623                          STATION RECOVERY (1975)
 KB0623
 KB0623'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0669 ***********************************************************************
 KB0669  DESIGNATION -  F 263
 KB0669  PID         -  KB0669
 KB0669  STATE/COUNTY-  IL/SHELBY
 KB0669  USGS QUAD   -  MACON WEST (1982)
 KB0669
 KB0669                         *CURRENT SURVEY CONTROL
 KB0669  ___________________________________________________________________
 KB0669* NAD 83(1986)-  39 39 14.     (N)    089 00 48.     (W)     SCALED    
 KB0669* NAVD 88     -       189.987  (meters)     623.32   (feet)  ADJUSTED  
 KB0669  ___________________________________________________________________
 KB0669  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0669  DYNAMIC HT  -         189.879 (meters)     622.96  (feet)  COMP
 KB0669  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 KB0669
 KB0669  VERT ORDER  -  FIRST     CLASS I
 KB0669
 KB0669.The horizontal coordinates were scaled from a topographic map and have
 KB0669.an estimated accuracy of +/- 6 seconds.
 KB0669
 KB0669.The orthometric height was determined by differential leveling
 KB0669.and adjusted by the National Geodetic Survey in June 1991..
 KB0669
 KB0669.The geoid height was determined by GEOID03.
 KB0669
 KB0669.The dynamic height is computed by dividing the NAVD 88
 KB0669.geopotential number by the normal gravity value computed on the
 KB0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0669.degrees latitude (g = 980.6199 gals.).
 KB0669
 KB0669.The modeled gravity was interpolated from observed gravity values.
 KB0669
 KB0669;                    North         East    Units  Estimated Accuracy
 KB0669;SPC IL E     -   331,790.      241,640.      MT  (+/- 180 meters Scaled)
 KB0669
 KB0669                          SUPERSEDED SURVEY CONTROL
 KB0669
 KB0669  NGVD 29 (??/??/92)  190.071  (m)          623.59   (f) ADJ UNCH    1 1
 KB0669
 KB0669.Superseded values are not recommended for survey control.
 KB0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0669.See file dsdata.txt to determine how the superseded data were derived.
 KB0669
 KB0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ272912(NAD 83)
 KB0669_MARKER: DB = BENCH MARK DISK
 KB0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0669_STAMPING: F 263 1961
 KB0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0669+STABILITY: SURFACE MOTION
 KB0669
 KB0669  HISTORY     - Date     Condition        Report By
 KB0669  HISTORY     - 1961     MONUMENTED       CGS
 KB0669  HISTORY     - 1969     GOOD             NGS
 KB0669  HISTORY     - 1976     GOOD             NGS
 KB0669
 KB0669                          STATION DESCRIPTION
 KB0669
 KB0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0669'2 MI N FROM MOWEAQUA.
 KB0669'ABOUT 2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0669'THE POST OFFICE AT MOWEAQUA, OR ABOUT 4.05 MILES SOUTH OF THE
 KB0669'PEOPLES BANK OF MACON AT MACON, 76 FEET EAST OF THE EAST RAIL,
 KB0669'55 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD WHICH IS THE
 KB0669'MACON-SHELBY COUNTY LINE, 50 FEET WEST OF THE CENTER LINE OF
 KB0669'U.S. HIGHWAY 51, 136 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE
 KB0669'SOUTHEAST CORNER OF A FENCE WHICH SURROUNDS A GROUP OF TRANSFORMERS,
 KB0669'49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 2
 KB0669'FEET NORTH OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A METAL WITNESS
 KB0669'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 KB0669'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 KB0669'SEC 20, T14N, R2E.
 KB0669
 KB0669                          STATION RECOVERY (1976)
 KB0669
 KB0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0365 ***********************************************************************
 JB0365  DESIGNATION -  F 265
 JB0365  PID         -  JB0365
 JB0365  STATE/COUNTY-  IL/JEFFERSON
 JB0365  USGS QUAD   -  OPDYKE (1978)
 JB0365
 JB0365                         *CURRENT SURVEY CONTROL
 JB0365  ___________________________________________________________________
 JB0365* NAD 83(1986)-  38 19 08.     (N)    088 51 41.     (W)     SCALED    
 JB0365* NAVD 88     -       141.320  (meters)     463.65   (feet)  ADJUSTED  
 JB0365  ___________________________________________________________________
 JB0365  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0365  DYNAMIC HT  -         141.229 (meters)     463.35  (feet)  COMP
 JB0365  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 JB0365
 JB0365  VERT ORDER  -  SECOND    CLASS 0
 JB0365
 JB0365.This mark is at Mount Vernon Airport (MVN)
 JB0365
 JB0365.The horizontal coordinates were scaled from a topographic map and have
 JB0365.an estimated accuracy of +/- 6 seconds.
 JB0365
 JB0365.The orthometric height was determined by differential leveling
 JB0365.and adjusted by the National Geodetic Survey in June 1991..
 JB0365
 JB0365.The geoid height was determined by GEOID03.
 JB0365
 JB0365.The dynamic height is computed by dividing the NAVD 88
 JB0365.geopotential number by the normal gravity value computed on the
 JB0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0365.degrees latitude (g = 980.6199 gals.).
 JB0365
 JB0365.The modeled gravity was interpolated from observed gravity values.
 JB0365
 JB0365;                    North         East    Units  Estimated Accuracy
 JB0365;SPC IL E     -   183,500.      253,820.      MT  (+/- 180 meters Scaled)
 JB0365
 JB0365                          SUPERSEDED SURVEY CONTROL
 JB0365
 JB0365  NGVD 29 (??/??/92)  141.428  (m)          464.00   (f) ADJ UNCH    2 0
 JB0365
 JB0365.Superseded values are not recommended for survey control.
 JB0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0365.See file dsdata.txt to determine how the superseded data were derived.
 JB0365
 JB0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH372428(NAD 83)
 JB0365_MARKER: DB = BENCH MARK DISK
 JB0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0365_SP_SET: BUILDING
 JB0365_STAMPING: F 265 1967
 JB0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0365
 JB0365  HISTORY     - Date     Condition        Report By
 JB0365  HISTORY     - 1967     MONUMENTED       CGS
 JB0365  HISTORY     - 1970     GOOD             NGS
 JB0365  HISTORY     - 1981     GOOD             ILDT
 JB0365
 JB0365                          STATION DESCRIPTION
 JB0365
 JB0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JB0365'1.7 MI E FROM MT VERNON.
 JB0365'AT MT. VERNON ILLINOIS MUNICIPAL AIRPORT, A STANDARD DISK,
 JB0365'STAMPED F 265 1967 SET IN THE CENTER OF THE SIDEWALK, AT THE GATE,
 JB0365'LEADING TO THE RAMP ON THE NORTH SIDE OF THE TERMINAL BUILDING.
 JB0365
 JB0365                          STATION RECOVERY (1970)
 JB0365
 JB0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0365'RECOVERED IN GOOD CONDITION.
 JB0365
 JB0365                          STATION RECOVERY (1981)
 JB0365
 JB0365'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1981
 JB0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1892 ***********************************************************************
 ME1892  DESIGNATION -  F 266
 ME1892  PID         -  ME1892
 ME1892  STATE/COUNTY-  IL/COOK
 ME1892  USGS QUAD   -  ENGLEWOOD (1997)
 ME1892
 ME1892                         *CURRENT SURVEY CONTROL
 ME1892  ___________________________________________________________________
 ME1892* NAD 83(1986)-  41 49 51.     (N)    087 37 43.     (W)     SCALED    
 ME1892* NAVD 88     -       180.909  (meters)     593.53   (feet)  ADJUSTED  
 ME1892  ___________________________________________________________________
 ME1892  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 ME1892  DYNAMIC HT  -         180.847 (meters)     593.33  (feet)  COMP
 ME1892  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 ME1892
 ME1892  VERT ORDER  -  FIRST     CLASS I
 ME1892
 ME1892.The horizontal coordinates were scaled from a topographic map and have
 ME1892.an estimated accuracy of +/- 6 seconds.
 ME1892
 ME1892.The orthometric height was determined by differential leveling
 ME1892.and adjusted by the National Geodetic Survey in April 1995..
 ME1892
 ME1892.The geoid height was determined by GEOID03.
 ME1892
 ME1892.The dynamic height is computed by dividing the NAVD 88
 ME1892.geopotential number by the normal gravity value computed on the
 ME1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1892.degrees latitude (g = 980.6199 gals.).
 ME1892
 ME1892.The modeled gravity was interpolated from observed gravity values.
 ME1892
 ME1892;                    North         East    Units  Estimated Accuracy
 ME1892;SPC IL E     -   573,550.      358,540.      MT  (+/- 180 meters Scaled)
 ME1892
 ME1892                          SUPERSEDED SURVEY CONTROL
 ME1892
 ME1892  NAVD 88 (06/15/91)  180.914  (m)          593.55   (f) UNKNOWN     1 1
 ME1892  NGVD 29 (01/19/93)  180.994  (m)          593.81   (f) ADJUSTED    1 1
 ME1892
 ME1892.Superseded values are not recommended for survey control.
 ME1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1892.See file dsdata.txt to determine how the superseded data were derived.
 ME1892
 ME1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM478311(NAD 83)
 ME1892_MARKER: DB = BENCH MARK DISK
 ME1892_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1892_SP_SET: COPPER-CLAD STEEL ROD
 ME1892_STAMPING: F 266 1968
 ME1892_MARK LOGO: CGS   
 ME1892_PROJECTION: RECESSED 2 CENTIMETERS
 ME1892_MAGNETIC: I = MARKER IS A STEEL ROD
 ME1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1892+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1892_ROD/PIPE-DEPTH: 15.9 meters
 ME1892
 ME1892  HISTORY     - Date     Condition        Report By
 ME1892  HISTORY     - 1968     MONUMENTED       CGS
 ME1892  HISTORY     - 1969     GOOD             NGS
 ME1892  HISTORY     - 1977     GOOD             NGS
 ME1892  HISTORY     - 19920805 GOOD             NGS
 ME1892
 ME1892                          STATION DESCRIPTION
 ME1892
 ME1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1892'AT CHICAGO.
 ME1892'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, ON THE PROPERTY OF
 ME1892'ILLINOIS INSTITUTE OF TECHNOLOGY, AT THE INTERSECTION OF WEST
 ME1892'35 TH STREET AND FEDERAL STREET, ABOUT 140 FEET EAST OF THE
 ME1892'EAST RAIL OF THE TRACK, 20.5 FEET NORTH OF THE NORTH CURB OF
 ME1892'35 TH STREET, 12.7 FEET EAST OF THE EAST CURB OF FEDERAL STREET,
 ME1892'6.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING,
 ME1892'ABOUT LEVEL WITH THE SIDEWALK, AND IS A DISK ON THE TOP OF A
 ME1892'COPPER COATED STEEL ROD ONE INCH BELOW THE LEVEL OF THE GROUND
 ME1892'AND PROTECTED BY A 6 INCH STEEL PIPE WHICH IS FLUSH WITH THE
 ME1892'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 52 FEET.
 ME1892
 ME1892                          STATION RECOVERY (1969)
 ME1892
 ME1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1892'RECOVERED IN GOOD CONDITION.
 ME1892
 ME1892                          STATION RECOVERY (1977)
 ME1892
 ME1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1892'RECOVERED IN GOOD CONDITION.
 ME1892
 ME1892                          STATION RECOVERY (1992)
 ME1892
 ME1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1892'IN CHICAGO, AT THE INTERSECTION WEST 35TH AND SOUTH FEDERAL STREETS,
 ME1892'12.9 M (42.3 FT) NORTH OF THE CENTERLINE OF 35TH STREET, 9.5 M
 ME1892'(31.2 FT) EAST OF THE CENTER OF FEDERAL STREET, 2.6 M (8.5 FT) NORTH
 ME1892'OF THE NORTH EDGE OF A SIDEWALK, 2.0 M (6.6 FT) SOUTHWEST OF THE
 ME1892'SOUTHWEST CORNER OF A BUILDING, AND 1.9 M (6.2 FT) EAST OF THE EAST
 ME1892'EDGE OF A SIDEWALK.  NOTE--THE DISK IS ENCASED IN A 5-INCH STEEL PIPE
 ME1892'AND IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0042 ***********************************************************************
 NH0042  DESIGNATION -  F 267
 NH0042  PID         -  NH0042
 NH0042  STATE/COUNTY-  IL/COOK
 NH0042  USGS QUAD   -  STREAMWOOD (1993)
 NH0042
 NH0042                         *CURRENT SURVEY CONTROL
 NH0042  ___________________________________________________________________
 NH0042* NAD 83(1986)-  42 00 12.     (N)    088 11 01.     (W)     SCALED    
 NH0042* NAVD 88     -       248.222  (meters)     814.38   (feet)  ADJUSTED  
 NH0042  ___________________________________________________________________
 NH0042  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH0042  DYNAMIC HT  -         248.137 (meters)     814.10  (feet)  COMP
 NH0042  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 NH0042
 NH0042  VERT ORDER  -  FIRST     CLASS I
 NH0042
 NH0042.The horizontal coordinates were scaled from a topographic map and have
 NH0042.an estimated accuracy of +/- 6 seconds.
 NH0042
 NH0042.The orthometric height was determined by differential leveling
 NH0042.and adjusted by the National Geodetic Survey in June 1991..
 NH0042
 NH0042.The geoid height was determined by GEOID03.
 NH0042
 NH0042.The dynamic height is computed by dividing the NAVD 88
 NH0042.geopotential number by the normal gravity value computed on the
 NH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0042.degrees latitude (g = 980.6199 gals.).
 NH0042
 NH0042.The modeled gravity was interpolated from observed gravity values.
 NH0042
 NH0042;                    North         East    Units  Estimated Accuracy
 NH0042;SPC IL E     -   592,480.      312,400.      MT  (+/- 180 meters Scaled)
 NH0042
 NH0042                          SUPERSEDED SURVEY CONTROL
 NH0042
 NH0042  NGVD 29 (??/??/92)  248.302  (m)          814.64   (f) ADJ UNCH    1 1
 NH0042
 NH0042.Superseded values are not recommended for survey control.
 NH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0042.See file dsdata.txt to determine how the superseded data were derived.
 NH0042
 NH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM019508(NAD 83)
 NH0042_MARKER: DB = BENCH MARK DISK
 NH0042_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0042_SP_SET: 27 FEET
 NH0042_STAMPING: F 267 1969
 NH0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0042
 NH0042  HISTORY     - Date     Condition        Report By
 NH0042  HISTORY     - 1969     MONUMENTED       CGS
 NH0042
 NH0042                          STATION DESCRIPTION
 NH0042
 NH0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0042'0.8 MI N FROM BARTLETT.
 NH0042'ABOUT 0.8 MILE NORTH ALONG OAK AVENUE FROM THE CHICAGO,
 NH0042'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT BARTLETT,
 NH0042'OR ABOUT 2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 NH0042'CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT
 NH0042'ONTARIOVILLE, IN SECTION 26, T 41 N, R 9 E, 26 FEET WEST OF THE
 NH0042'PROJECTED CENTER LINE OF OAK AVENUE, 49 1/2 FEET NORTH OF THE
 NH0042'CENTER LINE OF U.S. HIGHWAY 20, 18 1/2 FEET NORTH OF A POWER
 NH0042'POLE, 2 FEET EAST OF THE WEST END OF A FENCE, 1 FOOT SOUTH
 NH0042'OF THE FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT
 NH0042'LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 NH0042'COATED ROD THAT IS DRIVEN TO A DEPTH OF 27 FEET AND IS ENCASED
 NH0042'IN A 6-INCH TILE WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1011 ***********************************************************************
 JB1011  DESIGNATION -  F 268
 JB1011  PID         -  JB1011
 JB1011  STATE/COUNTY-  IL/MARION
 JB1011  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1011
 JB1011                         *CURRENT SURVEY CONTROL
 JB1011  ___________________________________________________________________
 JB1011* NAD 83(1986)-  38 32 59.     (N)    089 08 21.     (W)     SCALED    
 JB1011* NAVD 88     -       147.384  (meters)     483.54   (feet)  ADJUSTED  
 JB1011  ___________________________________________________________________
 JB1011  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 JB1011  DYNAMIC HT  -         147.290 (meters)     483.23  (feet)  COMP
 JB1011  MODELED GRAV-     979,991.7   (mgal)                       NAVD 88
 JB1011
 JB1011  VERT ORDER  -  FIRST     CLASS I
 JB1011
 JB1011.The horizontal coordinates were scaled from a topographic map and have
 JB1011.an estimated accuracy of +/- 6 seconds.
 JB1011
 JB1011.The orthometric height was determined by differential leveling
 JB1011.and adjusted by the National Geodetic Survey in June 1991..
 JB1011
 JB1011.The geoid height was determined by GEOID03.
 JB1011
 JB1011.The dynamic height is computed by dividing the NAVD 88
 JB1011.geopotential number by the normal gravity value computed on the
 JB1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1011.degrees latitude (g = 980.6199 gals.).
 JB1011
 JB1011.The modeled gravity was interpolated from observed gravity values.
 JB1011
 JB1011;                    North         East    Units  Estimated Accuracy
 JB1011;SPC IL E     -   209,300.      229,760.      MT  (+/- 180 meters Scaled)
 JB1011
 JB1011                          SUPERSEDED SURVEY CONTROL
 JB1011
 JB1011  NGVD 29 (??/??/92)  147.515  (m)          483.97   (f) ADJ UNCH    1 1
 JB1011
 JB1011.Superseded values are not recommended for survey control.
 JB1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1011.See file dsdata.txt to determine how the superseded data were derived.
 JB1011
 JB1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH135689(NAD 83)
 JB1011_MARKER: DB = BENCH MARK DISK
 JB1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1011_SP_SET: BUILDING
 JB1011_STAMPING: F 268 1969
 JB1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1011
 JB1011  HISTORY     - Date     Condition        Report By
 JB1011  HISTORY     - 1969     MONUMENTED       CGS
 JB1011
 JB1011                          STATION DESCRIPTION
 JB1011
 JB1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1011'2 MI N FROM CENTRALIA.
 JB1011'ABOUT 1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1011'THE STATION AT CENTRALIA, THENCE 0.55 MILES NORTHWEST ALONG W.
 JB1011'GREEN STREET, SET IN THE TOP OF THE SOUTH CORNER OF THE SOUTHEAST
 JB1011'CONCRETE FOUNDATION FOR THE SOUTHEAST LEG OF THE ILLINOIS BELL
 JB1011'TELEPHONE COMPANY TOWER WHICH IS 300 FEET TALL, 17.8 FEET
 JB1011'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING, AND ABOUT
 JB1011'1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0419 ***********************************************************************
 LC0419  DESIGNATION -  F 269
 LC0419  PID         -  LC0419
 LC0419  STATE/COUNTY-  IL/MCLEAN
 LC0419  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0419
 LC0419                         *CURRENT SURVEY CONTROL
 LC0419  ___________________________________________________________________
 LC0419* NAD 83(1986)-  40 28 52.     (N)    088 58 54.     (W)     SCALED    
 LC0419* NAVD 88     -       251.804  (meters)     826.13   (feet)  ADJUSTED  
 LC0419  ___________________________________________________________________
 LC0419  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0419  DYNAMIC HT  -         251.686 (meters)     825.74  (feet)  COMP
 LC0419  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 LC0419
 LC0419  VERT ORDER  -  FIRST     CLASS I
 LC0419
 LC0419.The horizontal coordinates were scaled from a topographic map and have
 LC0419.an estimated accuracy of +/- 6 seconds.
 LC0419
 LC0419.The orthometric height was determined by differential leveling
 LC0419.and adjusted by the National Geodetic Survey in June 1991..
 LC0419
 LC0419.The geoid height was determined by GEOID03.
 LC0419
 LC0419.The dynamic height is computed by dividing the NAVD 88
 LC0419.geopotential number by the normal gravity value computed on the
 LC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0419.degrees latitude (g = 980.6199 gals.).
 LC0419
 LC0419.The modeled gravity was interpolated from observed gravity values.
 LC0419
 LC0419;                    North         East    Units  Estimated Accuracy
 LC0419;SPC IL E     -   423,620.      245,030.      MT  (+/- 180 meters Scaled)
 LC0419
 LC0419                          SUPERSEDED SURVEY CONTROL
 LC0419
 LC0419  NGVD 29 (??/??/92)  251.859  (m)          826.31   (f) ADJ UNCH    1 1
 LC0419
 LC0419.Superseded values are not recommended for survey control.
 LC0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0419.See file dsdata.txt to determine how the superseded data were derived.
 LC0419
 LC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK320830(NAD 83)
 LC0419_MARKER: DB = BENCH MARK DISK
 LC0419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0419_SP_SET: 24 FEET
 LC0419_STAMPING: F 269 1969
 LC0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0419
 LC0419  HISTORY     - Date     Condition        Report By
 LC0419  HISTORY     - 1969     MONUMENTED       CGS
 LC0419
 LC0419                          STATION DESCRIPTION
 LC0419
 LC0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0419'0.7 MI E FROM BLOOMINGTON.
 LC0419'ABOUT 0.65 MILE EAST AONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0419'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 0.05 MILE NORTH ALONG THE
 LC0419'ILLINOIS CENTRAL RAILROAD, 80 YARDS SOUTH-SOUTHWEST AND ACROSS THE
 LC0419'TRACK FROM MILEPOST 796, 45 FEET EAST OF THE EAST RAIL OF THE
 LC0419'MAIN TRAC, 185 FEET NORTH OF THE CENTER LINE OF E. JEFFERSON
 LC0419'STREET, 37.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A TOOL SHED FOR
 LC0419'THE RAILROAD, 20 FEET NORTHEAST OF A POWER POLE, 7 FEET WEST OF
 LC0419'A 20-INCH HICKORY TREE, 2 FEET WEST OF A FENCE, 0.9 FOOT SOUTH
 LC0419'OF A METAL WITESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 LC0419'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 LC0419'A DEPTH OF 24 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH
 LC0419'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0638 ***********************************************************************
 HB0638  DESIGNATION -  F 270
 HB0638  PID         -  HB0638
 HB0638  STATE/COUNTY-  IL/JACKSON
 HB0638  USGS QUAD   -  CARBONDALE (1996)
 HB0638
 HB0638                         *CURRENT SURVEY CONTROL
 HB0638  ___________________________________________________________________
 HB0638* NAD 83(1986)-  37 43 54.     (N)    089 13 01.     (W)     SCALED    
 HB0638* NAVD 88     -       125.020  (meters)     410.17   (feet)  ADJUSTED  
 HB0638  ___________________________________________________________________
 HB0638  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HB0638  DYNAMIC HT  -         124.933 (meters)     409.88  (feet)  COMP
 HB0638  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 HB0638
 HB0638  VERT ORDER  -  FIRST     CLASS I
 HB0638
 HB0638.The horizontal coordinates were scaled from a topographic map and have
 HB0638.an estimated accuracy of +/- 6 seconds.
 HB0638
 HB0638.The orthometric height was determined by differential leveling
 HB0638.and adjusted by the National Geodetic Survey in June 1991..
 HB0638
 HB0638.The geoid height was determined by GEOID03.
 HB0638
 HB0638.The dynamic height is computed by dividing the NAVD 88
 HB0638.geopotential number by the normal gravity value computed on the
 HB0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0638.degrees latitude (g = 980.6199 gals.).
 HB0638
 HB0638.The modeled gravity was interpolated from observed gravity values.
 HB0638
 HB0638;                    North         East    Units  Estimated Accuracy
 HB0638;SPC IL W     -   118,610.      783,720.      MT  (+/- 180 meters Scaled)
 HB0638
 HB0638                          SUPERSEDED SURVEY CONTROL
 HB0638
 HB0638  NGVD 29 (??/??/??)  124.945  (m)          409.92   (f) ADJUSTED    1 1
 HB0638
 HB0638.Superseded values are not recommended for survey control.
 HB0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0638.See file dsdata.txt to determine how the superseded data were derived.
 HB0638
 HB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG046783(NAD 83)
 HB0638_MARKER: DB = BENCH MARK DISK
 HB0638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0638_SP_SET: 25 FEET
 HB0638_STAMPING: F 270 1969
 HB0638_PROJECTION: PROJECTING 9 CENTIMETERS
 HB0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0638_ROD/PIPE-DEPTH: 7.6  meters
 HB0638
 HB0638  HISTORY     - Date     Condition        Report By
 HB0638  HISTORY     - 1969     MONUMENTED       CGS
 HB0638  HISTORY     - 1977     GOOD             LOCENG
 HB0638  HISTORY     - 1977     GOOD             LOCENG
 HB0638  HISTORY     - 1977     GOOD             LOCENG
 HB0638  HISTORY     - 1981     GOOD             NGS
 HB0638
 HB0638                          STATION DESCRIPTION
 HB0638
 HB0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0638'0.4 MI S FROM CARBONDALE.
 HB0638'ABOUT 0.4 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0638'THE STATION AT CARBONDALE, IN SECTION 16, T 9 S, R 1 W, 4 RAILS
 HB0638'SOUTH OF THE WEST OF GANTRY NUMBER 307.6, 84 1/2 FEET WEST OF
 HB0638'THE WEST RAIL OF THE WEST SET OF MAIN TRACKS, 40.3 FEET SOUTH
 HB0638'OF THE SOUTHEAST CORNER OF A BRICK BUILDING, 50 FEET NORTH OF
 HB0638'THE CENTER LINE OF A GRAVELED ROAD WHICH ENDS AT THE TRACK, 16
 HB0638'FEET NORTH OF A METAL CORNER FENCE POST, 12 FEET SOUTHEAST OF
 HB0638'THE SOUTHEAST LEG OF A MICROWAVE TOWER, 2 FEET EAST OF A FENCE
 HB0638'WHICH SURROUNDS THE TOWER, 0.5 FOOT NORTHWEST OF A METAL WITNESS
 HB0638'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE
 HB0638'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 HB0638'OF 25 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS
 HB0638'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 HB0638
 HB0638                          STATION RECOVERY (1977)
 HB0638
 HB0638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HB0638'RECOVERED IN GOOD CONDITION.
 HB0638
 HB0638                          STATION RECOVERY (1977)
 HB0638
 HB0638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HB0638'MONUMENT IN GOOD CONDITION, BUT WRONG RADIO TOWER.
 HB0638
 HB0638                          STATION RECOVERY (1977)
 HB0638
 HB0638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HB0638'MONUMENT IN GOOD CONDITION, BUT WRONG RADIO TOWER.
 HB0638
 HB0638                          STATION RECOVERY (1981)
 HB0638
 HB0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0638'IN CARBONDALE, 0.5 KILOMETER (0.3 MILE) NORTH ALONG NORTH ILLINOIS
 HB0638'STREET (STATE HIGHWAY 51) FROM THE INTERSECTION OF MAIN STREET (STATE
 HB0638'HIGHWAY 13 WEST) TO THE MARK ON THE RIGHT, ON THE EAST SIDE OF THE
 HB0638'CONCRETE CURBING AROUND A MICROWAVE TOWER AT THE SOUTH END OF THE
 HB0638'CENTRAL ILLINOIS SERVICE COMPANY WAREHOUSE BUILDING, 12.3 METERS (40.3
 HB0638'FEET) SOUTH OF THE SOUTHEAST CORNER OF THE WAREHOUSE, 4.97 METERS
 HB0638'(16.3 FEET) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK
 HB0638'FENCE AROUND THE TOWER, 0.15 METER (0.5 FEET) EAST OF THE EAST FACE OF
 HB0638'THE CONCRETE CURBING.
 HB0638'THE MARK IS 0.18 METERS  NW FROM A WITNESS POST.
 HB0638'THE MARK IS 0.33 M BELOW TOP OF CONCRETE CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0661 ***********************************************************************
 NH0661  DESIGNATION -  F 271
 NH0661  PID         -  NH0661
 NH0661  STATE/COUNTY-  IL/OGLE
 NH0661  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0661
 NH0661                         *CURRENT SURVEY CONTROL
 NH0661  ___________________________________________________________________
 NH0661* NAD 83(1986)-  42 07 38.     (N)    089 35 37.     (W)     SCALED    
 NH0661* NAVD 88     -       267.368  (meters)     877.19   (feet)  ADJUSTED  
 NH0661  ___________________________________________________________________
 NH0661  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0661  DYNAMIC HT  -         267.278 (meters)     876.89  (feet)  COMP
 NH0661  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 NH0661
 NH0661  VERT ORDER  -  FIRST     CLASS I
 NH0661
 NH0661.The horizontal coordinates were scaled from a topographic map and have
 NH0661.an estimated accuracy of +/- 6 seconds.
 NH0661
 NH0661.The orthometric height was determined by differential leveling
 NH0661.and adjusted by the National Geodetic Survey in June 1991..
 NH0661
 NH0661.The geoid height was determined by GEOID03.
 NH0661
 NH0661.The dynamic height is computed by dividing the NAVD 88
 NH0661.geopotential number by the normal gravity value computed on the
 NH0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0661.degrees latitude (g = 980.6199 gals.).
 NH0661
 NH0661.The modeled gravity was interpolated from observed gravity values.
 NH0661
 NH0661;                    North         East    Units  Estimated Accuracy
 NH0661;SPC IL W     -   606,370.      747,380.      MT  (+/- 180 meters Scaled)
 NH0661
 NH0661                          SUPERSEDED SURVEY CONTROL
 NH0661
 NH0661  NGVD 29 (??/??/92)  267.402  (m)          877.30   (f) ADJ UNCH    1 1
 NH0661
 NH0661.Superseded values are not recommended for survey control.
 NH0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0661.See file dsdata.txt to determine how the superseded data were derived.
 NH0661
 NH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM856671(NAD 83)
 NH0661_MARKER: DB = BENCH MARK DISK
 NH0661_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0661_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0661_STAMPING: F 271 1970
 NH0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0661
 NH0661  HISTORY     - Date     Condition        Report By
 NH0661  HISTORY     - 1970     MONUMENTED       NGS
 NH0661  HISTORY     - 1981     MARK NOT FOUND   USGS
 NH0661  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0661  HISTORY     - 19960503 MARK NOT FOUND   USPSQD
 NH0661  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 NH0661  HISTORY     - 20041117 MARK NOT FOUND   USPSQD
 NH0661
 NH0661                          STATION DESCRIPTION
 NH0661
 NH0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0661'1 MI W FROM FORRESTON.
 NH0661'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0661'OFFICE AT FORRESTON, THENCE 0.9 MILE WEST ALONG WHITE OAK ROAD,
 NH0661'47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 53.5 FEET
 NH0661'NORTHWEST OF THE NORTHWEST CORNER OF MR. HAROLD W. MORINGS
 NH0661'HOUSE, 17 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 NH0661'WHICH LEADS SOUTH, 14 FEET SOUTH OF A CORNER FENCE POST, 1.0
 NH0661'FOOT WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND BRAZED
 NH0661'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES.  SECTION
 NH0661'32, T25N, R8E
 NH0661
 NH0661                          STATION RECOVERY (1981)
 NH0661
 NH0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NH0661'MARK NOT FOUND.
 NH0661
 NH0661                          STATION RECOVERY (1987)
 NH0661
 NH0661'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0661'MARK NOT FOUND.
 NH0661
 NH0661                          STATION RECOVERY (1996)
 NH0661
 NH0661'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0661'MARK NOT FOUND.
 NH0661
 NH0661                          STATION RECOVERY (2001)
 NH0661
 NH0661'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0661'MARK NOT FOUND.
 NH0661
 NH0661                          STATION RECOVERY (2004)
 NH0661
 NH0661'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0162 ***********************************************************************
 NJ0162  DESIGNATION -  F 272
 NJ0162  PID         -  NJ0162
 NJ0162  STATE/COUNTY-  IL/CARROLL
 NJ0162  USGS QUAD   -  WACKER (1985)
 NJ0162
 NJ0162                         *CURRENT SURVEY CONTROL
 NJ0162  ___________________________________________________________________
 NJ0162* NAD 83(1986)-  42 05 28.     (N)    090 04 58.     (W)     SCALED    
 NJ0162* NAVD 88     -       250.240  (meters)     821.00   (feet)  ADJUSTED  
 NJ0162  ___________________________________________________________________
 NJ0162  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0162  DYNAMIC HT  -         250.152 (meters)     820.71  (feet)  COMP
 NJ0162  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 NJ0162
 NJ0162  VERT ORDER  -  FIRST     CLASS I
 NJ0162
 NJ0162.The horizontal coordinates were scaled from a topographic map and have
 NJ0162.an estimated accuracy of +/- 6 seconds.
 NJ0162
 NJ0162.The orthometric height was determined by differential leveling
 NJ0162.and adjusted by the National Geodetic Survey in June 1991..
 NJ0162
 NJ0162.The geoid height was determined by GEOID03.
 NJ0162
 NJ0162.The dynamic height is computed by dividing the NAVD 88
 NJ0162.geopotential number by the normal gravity value computed on the
 NJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0162.degrees latitude (g = 980.6199 gals.).
 NJ0162
 NJ0162.The modeled gravity was interpolated from observed gravity values.
 NJ0162
 NJ0162;                    North         East    Units  Estimated Accuracy
 NJ0162;SPC IL W     -   602,210.      706,940.      MT  (+/- 180 meters Scaled)
 NJ0162
 NJ0162                          SUPERSEDED SURVEY CONTROL
 NJ0162
 NJ0162  NGVD 29 (??/??/92)  250.269  (m)          821.09   (f) ADJ UNCH    1 1
 NJ0162
 NJ0162.Superseded values are not recommended for survey control.
 NJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0162.See file dsdata.txt to determine how the superseded data were derived.
 NJ0162
 NJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG412640(NAD 83)
 NJ0162_MARKER: DB = BENCH MARK DISK
 NJ0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0162_STAMPING: F 272 1970
 NJ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0162+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NJ0162
 NJ0162  HISTORY     - Date     Condition        Report By
 NJ0162  HISTORY     - 1970     MONUMENTED       NGS
 NJ0162  HISTORY     - 1987     GOOD             USPSQD
 NJ0162  HISTORY     - 19950524 GOOD             USPSQD
 NJ0162  HISTORY     - 20011203 GOOD             NGS
 NJ0162  HISTORY     - 20030923 GOOD             USPSQD
 NJ0162
 NJ0162                          STATION DESCRIPTION
 NJ0162
 NJ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0162'4.4 MI E FROM SAVANNA.
 NJ0162'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT
 NJ0162'SAVANNA, THENCE 4.2 MILES EAST ALONG U.S. HIGHWAY 52, NEAR THE
 NJ0162'WEST END OF A CUT ON THE SOUTH SIDE OF THE HIGHWAY, 91 FEET SOUTH
 NJ0162'OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET SOUTHEAST OF A CABLE
 NJ0162'LINE POLE, 1.0 FOOT NORTH OF A FENCE, 2.0 FEET WEST OF A METAL
 NJ0162'WITNESS POST, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 NJ0162'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.
 NJ0162'SECTION 7, T24N, R4E
 NJ0162
 NJ0162                          STATION RECOVERY (1987)
 NJ0162
 NJ0162'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NJ0162'RECOVERED IN GOOD CONDITION.
 NJ0162
 NJ0162                          STATION RECOVERY (1995)
 NJ0162
 NJ0162'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0162'RECOVERED IN GOOD CONDITION.
 NJ0162
 NJ0162                          STATION RECOVERY (2001)
 NJ0162
 NJ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0162
 NJ0162                          STATION RECOVERY (2003)
 NJ0162
 NJ0162'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0075 ***********************************************************************
 NJ0075  DESIGNATION -  F 273
 NJ0075  PID         -  NJ0075
 NJ0075  STATE/COUNTY-  IL/CARROLL
 NJ0075  USGS QUAD   -  BLACKHAWK (1975)
 NJ0075
 NJ0075                         *CURRENT SURVEY CONTROL
 NJ0075  ___________________________________________________________________
 NJ0075* NAD 83(1986)-  42 07 31.     (N)    090 09 25.     (W)     SCALED    
 NJ0075* NAVD 88     -       182.630  (meters)     599.18   (feet)  ADJUSTED  
 NJ0075  ___________________________________________________________________
 NJ0075  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0075  DYNAMIC HT  -         182.568 (meters)     598.98  (feet)  COMP
 NJ0075  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 NJ0075
 NJ0075  VERT ORDER  -  FIRST     CLASS I
 NJ0075
 NJ0075.The horizontal coordinates were scaled from a topographic map and have
 NJ0075.an estimated accuracy of +/- 6 seconds.
 NJ0075
 NJ0075.The orthometric height was determined by differential leveling
 NJ0075.and adjusted by the National Geodetic Survey in June 1991..
 NJ0075
 NJ0075.The geoid height was determined by GEOID03.
 NJ0075
 NJ0075.The dynamic height is computed by dividing the NAVD 88
 NJ0075.geopotential number by the normal gravity value computed on the
 NJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0075.degrees latitude (g = 980.6199 gals.).
 NJ0075
 NJ0075.The modeled gravity was interpolated from observed gravity values.
 NJ0075
 NJ0075;                    North         East    Units  Estimated Accuracy
 NJ0075;SPC IL W     -   606,000.      700,800.      MT  (+/- 180 meters Scaled)
 NJ0075
 NJ0075                          SUPERSEDED SURVEY CONTROL
 NJ0075
 NJ0075  NGVD 29 (??/??/92)  182.659  (m)          599.27   (f) ADJ UNCH    1 1
 NJ0075
 NJ0075.Superseded values are not recommended for survey control.
 NJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0075.See file dsdata.txt to determine how the superseded data were derived.
 NJ0075
 NJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350675(NAD 83)
 NJ0075_MARKER: DB = BENCH MARK DISK
 NJ0075_SETTING: 66 = SET IN ROCK OUTCROP
 NJ0075_SP_SET: ROCK CLIFF
 NJ0075_STAMPING: F 273 1970
 NJ0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NJ0075+STABILITY: POSITION/ELEVATION WELL
 NJ0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0075+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NJ0075
 NJ0075  HISTORY     - Date     Condition        Report By
 NJ0075  HISTORY     - 1970     MONUMENTED       NGS
 NJ0075  HISTORY     - 19950524 GOOD             USPSQD
 NJ0075  HISTORY     - 20011203 GOOD             NGS
 NJ0075  HISTORY     - 20030923 GOOD             USPSQD
 NJ0075
 NJ0075                          STATION DESCRIPTION
 NJ0075
 NJ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0075'2 MI N FROM SAVANNA.
 NJ0075'ABOUT 1.95 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 NJ0075'FROM THE STATION AT SAVANNA, 84 FEET EAST AND ACROSS STATE
 NJ0075'HIGHWAY 84 FROM THE EAST RAIL OF THE EAST TRACK, 28 FEET EAST
 NJ0075'OF THE CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE WEST
 NJ0075'FACE OF A ROCK CLIFF, 121 YARDS SOUTH OF THE CENTER LINE OF
 NJ0075'A DIRT ROAD WHICH LEADS EAST TO STATE BUILDING, 187 FEET NORTH
 NJ0075'OF THE CENTER LINE OF A DIRT ROAD WHICH LEADS EAST, 2 FEET
 NJ0075'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 2 1/2 FEET ABOVE THE
 NJ0075'HIGHWAY AND TRACK.  SECTION 28, T25N, R3E
 NJ0075
 NJ0075                          STATION RECOVERY (1995)
 NJ0075
 NJ0075'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0075'RECOVERED IN GOOD CONDITION.
 NJ0075
 NJ0075                          STATION RECOVERY (2001)
 NJ0075
 NJ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0075'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0075
 NJ0075                          STATION RECOVERY (2003)
 NJ0075
 NJ0075'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0111 ***********************************************************************
 NG0111  DESIGNATION -  F 274
 NG0111  PID         -  NG0111
 NG0111  STATE/COUNTY-  IL/COOK
 NG0111  USGS QUAD   -  EVANSTON (1995)
 NG0111
 NG0111                         *CURRENT SURVEY CONTROL
 NG0111  ___________________________________________________________________
 NG0111* NAD 83(1997)-  42 01 52.46282(N)    087 40 46.15808(W)     ADJUSTED  
 NG0111* NAVD 88     -       186.319  (meters)     611.28   (feet)  ADJUSTED  
 NG0111  ___________________________________________________________________
 NG0111  X           -     192,114.152 (meters)                     COMP
 NG0111  Y           -  -4,740,898.868 (meters)                     COMP
 NG0111  Z           -   4,248,283.987 (meters)                     COMP
 NG0111  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 NG0111  ELLIP HEIGHT-         152.56  (meters)          (02/03/05) GPS OBS
 NG0111  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NG0111  DYNAMIC HT  -         186.258 (meters)     611.08  (feet)  COMP
 NG0111  MODELED GRAV-     980,292.3   (mgal)                       NAVD 88
 NG0111
 NG0111  HORZ ORDER  -  FIRST
 NG0111  VERT ORDER  -  FIRST     CLASS 0
 NG0111  ELLP ORDER  -  FOURTH    CLASS II
 NG0111
 NG0111.The horizontal coordinates were established by GPS observations
 NG0111.and adjusted by the National Geodetic Survey in April 2001..
 NG0111
 NG0111.The orthometric height was determined by differential leveling
 NG0111.and adjusted by the National Geodetic Survey in June 1991..
 NG0111
 NG0111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0111
 NG0111.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0111
 NG0111.The ellipsoidal height was determined by GPS observations
 NG0111.and is referenced to NAD 83.
 NG0111
 NG0111.The geoid height was determined by GEOID03.
 NG0111
 NG0111.The dynamic height is computed by dividing the NAVD 88
 NG0111.geopotential number by the normal gravity value computed on the
 NG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0111.degrees latitude (g = 980.6199 gals.).
 NG0111
 NG0111.The modeled gravity was interpolated from observed gravity values.
 NG0111
 NG0111;                    North         East     Units Scale Factor Converg.
 NG0111;SPC IL E     -   595,779.275   354,143.821   MT  1.00001106   +0 26 16.0
 NG0111;SPC IL E     - 1,954,652.50  1,161,886.85   sFT  1.00001106   +0 26 16.0
 NG0111;UTM  16      - 4,653,468.049   443,753.784   MT  0.99963893   -0 27 17.8
 NG0111
 NG0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0111!SPC IL E     -   0.99997607  x   1.00001106  =   0.99998713
 NG0111!UTM  16      -   0.99997607  x   0.99963893  =   0.99961501
 NG0111
 NG0111                          SUPERSEDED SURVEY CONTROL
 NG0111
 NG0111  ELLIP H (04/23/01)  152.57   (m)                       GP(       ) 4 1
 NG0111  NAVD 88 (04/23/01)  186.32   (m)          611.3    (f) LEVELING    3  
 NG0111  NGVD 29 (??/??/92)  186.42   (m)          611.6    (f) COMPUTED    1 0
 NG0111
 NG0111.Superseded values are not recommended for survey control.
 NG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0111.See file dsdata.txt to determine how the superseded data were derived.
 NG0111
 NG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4375453468(NAD 83)
 NG0111_MARKER: DB = BENCH MARK DISK
 NG0111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0111_SP_SET: 75.5 FT
 NG0111_STAMPING: F 274 1973
 NG0111_PROJECTION: RECESSED 61 CENTIMETERS
 NG0111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NG0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0111+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2000
 NG0111_ROD/PIPE-DEPTH: 22.9 meters
 NG0111
 NG0111  HISTORY     - Date     Condition        Report By
 NG0111  HISTORY     - 1973     MONUMENTED       NGS
 NG0111  HISTORY     - 19951119 GOOD             USPSQD
 NG0111  HISTORY     - 20000818 POOR             PATRIC
 NG0111  HISTORY     - 20011110 GOOD             USPSQD
 NG0111
 NG0111                          STATION DESCRIPTION
 NG0111
 NG0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0111'0.2 MI S FROM EVANSTON.
 NG0111'0.15 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0111'FROM THE MAIN STREET RAILWAY STATION AT EVANSTON, 159.0 SOUTH
 NG0111'OF THE CENTER LINE OF THE MADISON STREET UNDERPASS, 199.0 NORTH
 NG0111'OF THE NORTH END OF CONCRETE FOUNDATION OF EAST LEGS OF SIGNAL
 NG0111'BRIDGE 324, 25.0 WEST OF CENTER LINE OF AN OLD BRICK ROAD, 53.0
 NG0111'FEET WEST OF AND ACROSS BRICK ROAD FROM A CHAIN LINK FENCE ON
 NG0111'THE WEST SIDE OF RAPID TRANSIT LINE, 21.0 FEET EAST OF THE EAST
 NG0111'RAIL OF EAST TRACK, 10.4 FEET WEST OF THE WEST EDGE OF A LONG
 NG0111'CONCRETE RETAINING WALL.  A NGS DISK ON TOP OF A COPPER COATED
 NG0111'STEEL ROD DRIVEN TO A DEPTH OF 75 1/2 FEET.  THE DISK IS LEVEL
 NG0111'WITH THE SURFACE OF THE GROUND AND ENCASED IN A 6-INCH IRON PIPE
 NG0111'WHICH PROJECTS 1 INCH, 1.0 FEET SOUTH OF A METAL WITNESS POST
 NG0111'11.0 FEET BELOW THE LEVEL OF THE TRACKS.  SECTION 19, T 41 N,
 NG0111'R 14 E.
 NG0111
 NG0111                          STATION RECOVERY (1995)
 NG0111
 NG0111'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0111'RECOVERED IN GOOD CONDITION.
 NG0111
 NG0111                          STATION RECOVERY (2000)
 NG0111
 NG0111'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NG0111'STATION IS LOCATED IN EVANSTON, IL.  STATION CAN BE REACHED FROM
 NG0111'THE INTERSECTION OF CHICAGO AVE. AND MADISON ST.  GO WEST ALONG
 NG0111'MADISON ST. TO BRICK ROAD ON LEFT BETWEEN METRA AND CTA RAIL
 NG0111'LINES.  GO SOUTH ALONG BRICK ROAD TO STATION ON THE RIGHT.
 NG0111'PREVIOUS DESCRIPTION IS SUFFICIENT TO FIND STATION.  POINT IS 2 FEET
 NG0111'BELOW THE SURFACE.  EDGES DISK OF STATION HAS BEEN BENT AND
 NG0111'DISTORTED, BUT THE ELEVATION OF THE DISK AT THE STEM OF THE
 NG0111'MONUMENT HAS BEEN ASSUMED TO BE ACCURATE.  MONUMENT IS
 NG0111'ENCLOSED IN 6 INCH DIAMETER PVC PIPE WITH ALUMINUM ACCESS COVER.
 NG0111'
 NG0111
 NG0111                          STATION RECOVERY (2001)
 NG0111
 NG0111'RECOVERY NOTE BY US POWER SQUADRON 2001 (VMR)
 NG0111'RECOVERY AS DESCRIBED.
 NG0111'COORDINATES BY GPS. L 42 DEGREES 01.9 LO 087 DEGREES 40.8' W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0247 ***********************************************************************
 MF0247  DESIGNATION -  F 28
 MF0247  PID         -  MF0247
 MF0247  STATE/COUNTY-  IL/KANKAKEE
 MF0247  USGS QUAD   -  HERSCHER (1978)
 MF0247
 MF0247                         *CURRENT SURVEY CONTROL
 MF0247  ___________________________________________________________________
 MF0247* NAD 83(1986)-  41 06 28.     (N)    088 06 58.     (W)     SCALED    
 MF0247* NAVD 88     -       188.869  (meters)     619.65   (feet)  ADJUSTED  
 MF0247  ___________________________________________________________________
 MF0247  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MF0247  DYNAMIC HT  -         188.792 (meters)     619.40  (feet)  COMP
 MF0247  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MF0247
 MF0247  VERT ORDER  -  SECOND    CLASS 0
 MF0247
 MF0247.The horizontal coordinates were scaled from a topographic map and have
 MF0247.an estimated accuracy of +/- 6 seconds.
 MF0247
 MF0247.The orthometric height was determined by differential leveling
 MF0247.and adjusted by the National Geodetic Survey in June 1991..
 MF0247
 MF0247.The geoid height was determined by GEOID03.
 MF0247
 MF0247.The dynamic height is computed by dividing the NAVD 88
 MF0247.geopotential number by the normal gravity value computed on the
 MF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0247.degrees latitude (g = 980.6199 gals.).
 MF0247
 MF0247.The modeled gravity was interpolated from observed gravity values.
 MF0247
 MF0247;                    North         East    Units  Estimated Accuracy
 MF0247;SPC IL E     -   493,030.      318,250.      MT  (+/- 180 meters Scaled)
 MF0247
 MF0247                          SUPERSEDED SURVEY CONTROL
 MF0247
 MF0247  NGVD 29 (??/??/92)  188.950  (m)          619.91   (f) ADJ UNCH    2 0
 MF0247
 MF0247.Superseded values are not recommended for survey control.
 MF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0247.See file dsdata.txt to determine how the superseded data were derived.
 MF0247
 MF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL062513(NAD 83)
 MF0247_MARKER: DB = BENCH MARK DISK
 MF0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0247_SP_SET: CULVERT
 MF0247_STAMPING: F 28 1934
 MF0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0247
 MF0247  HISTORY     - Date     Condition        Report By
 MF0247  HISTORY     - 1934     MONUMENTED       CGS
 MF0247  HISTORY     - 1954     GOOD             NGS
 MF0247  HISTORY     - 1959     MARK NOT FOUND   NGS
 MF0247
 MF0247                          STATION DESCRIPTION
 MF0247
 MF0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0247'1.5 MI E FROM UNION HILL.
 MF0247'ABOUT 1.5 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MF0247'THE STATION AT UNION HILL, AT THE CROSSING OF A NORTH-SOUTH
 MF0247'GRAVEL ROAD, 70 FEET NORTH OF CENTER LINE OF TRACK, 12 FEET
 MF0247'WEST OF CENTER LINE OF ROAD, IN THE TOP AND 2 FEET NORTH OF
 MF0247'SOUTH END OF WEST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT
 MF0247'UNDER GRAVEL ROAD AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 MF0247
 MF0247                          STATION RECOVERY (1959)
 MF0247
 MF0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1213 ***********************************************************************
 JC1213  DESIGNATION -  F 282
 JC1213  PID         -  JC1213
 JC1213  STATE/COUNTY-  IL/MADISON
 JC1213  USGS QUAD   -  COLUMBIA BOTTOM (1998)
 JC1213
 JC1213                         *CURRENT SURVEY CONTROL
 JC1213  ___________________________________________________________________
 JC1213* NAD 83(1986)-  38 52 26.     (N)    090 07 40.     (W)     SCALED    
 JC1213* NAVD 88     -       133.704  (meters)     438.66   (feet)  ADJUSTED  
 JC1213  ___________________________________________________________________
 JC1213  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JC1213  DYNAMIC HT  -         133.621 (meters)     438.39  (feet)  COMP
 JC1213  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 JC1213
 JC1213  VERT ORDER  -  FIRST     CLASS II
 JC1213
 JC1213.The horizontal coordinates were scaled from a topographic map and have
 JC1213.an estimated accuracy of +/- 6 seconds.
 JC1213
 JC1213.The orthometric height was determined by differential leveling
 JC1213.and adjusted by the National Geodetic Survey in June 1991..
 JC1213
 JC1213.The geoid height was determined by GEOID03.
 JC1213
 JC1213.The dynamic height is computed by dividing the NAVD 88
 JC1213.geopotential number by the normal gravity value computed on the
 JC1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1213.degrees latitude (g = 980.6199 gals.).
 JC1213
 JC1213.The modeled gravity was interpolated from observed gravity values.
 JC1213
 JC1213;                    North         East    Units  Estimated Accuracy
 JC1213;SPC IL W     -   244,970.      703,380.      MT  (+/- 180 meters Scaled)
 JC1213
 JC1213                          SUPERSEDED SURVEY CONTROL
 JC1213
 JC1213  NGVD 29 (??/??/??)  133.670  (m)          438.55   (f) ADJUSTED    1 2
 JC1213
 JC1213.Superseded values are not recommended for survey control.
 JC1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1213.See file dsdata.txt to determine how the superseded data were derived.
 JC1213
 JC1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD491067(NAD 83)
 JC1213_MARKER: DB = BENCH MARK DISK
 JC1213_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JC1213_SP_SET: BRIDGE ABUTMENT
 JC1213_STAMPING: F 282 1981
 JC1213_MARK LOGO: NGS   
 JC1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1213
 JC1213  HISTORY     - Date     Condition        Report By
 JC1213  HISTORY     - 1981     MONUMENTED       NGS
 JC1213
 JC1213                          STATION DESCRIPTION
 JC1213
 JC1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1213'1.5 KM (0.95 MI) SE FROM EAST ALTON.
 JC1213'1.5 KILOMETERS (0.95 MILE) NORTH-NORTHEAST ALONG THE SPUR LEVEE ROAD
 JC1213'THE NORTHEAST SIDE OF WOOD RIVER FROM THE JUNCTION OF STATE HIGHWAY 3
 JC1213'LOCATED AT THE ILLINOIS POWER PLANT IN EAST ALTON, THENCE 0.2
 JC1213'KILOMETER (0.1 MILE) SOUTHEAST ALONG THE ILLINOIS TERMINAL RAILROAD TO
 JC1213'THE MARK ON THE RIGHT, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 JC1213'ABUTMENT OF THE RAILROAD BRIDGE OVER WOOD RIVER, 90.52 METERS (297.0
 JC1213'FEET) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD AND 1.82 METERS (6.0
 JC1213'FEET)SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS.
 JC1213'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 JC1213'THE MARK IS 0.18 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1191 ***********************************************************************
 JC1191  DESIGNATION -  F 283
 JC1191  PID         -  JC1191
 JC1191  STATE/COUNTY-  IL/MADISON
 JC1191  USGS QUAD   -  WOOD RIVER (1994)
 JC1191
 JC1191                         *CURRENT SURVEY CONTROL
 JC1191  ___________________________________________________________________
 JC1191* NAD 83(1986)-  38 48 17.     (N)    090 05 56.     (W)     SCALED    
 JC1191* NAVD 88     -       136.025  (meters)     446.28   (feet)  ADJUSTED  
 JC1191  ___________________________________________________________________
 JC1191  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JC1191  DYNAMIC HT  -         135.940 (meters)     446.00  (feet)  COMP
 JC1191  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JC1191
 JC1191  VERT ORDER  -  FIRST     CLASS II
 JC1191
 JC1191.The horizontal coordinates were scaled from a topographic map and have
 JC1191.an estimated accuracy of +/- 6 seconds.
 JC1191
 JC1191.The orthometric height was determined by differential leveling
 JC1191.and adjusted by the National Geodetic Survey in June 1991..
 JC1191
 JC1191.The geoid height was determined by GEOID03.
 JC1191
 JC1191.The dynamic height is computed by dividing the NAVD 88
 JC1191.geopotential number by the normal gravity value computed on the
 JC1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1191.degrees latitude (g = 980.6199 gals.).
 JC1191
 JC1191.The modeled gravity was interpolated from observed gravity values.
 JC1191
 JC1191;                    North         East    Units  Estimated Accuracy
 JC1191;SPC IL W     -   237,290.      705,890.      MT  (+/- 180 meters Scaled)
 JC1191
 JC1191                          SUPERSEDED SURVEY CONTROL
 JC1191
 JC1191  NGVD 29 (??/??/??)  135.990  (m)          446.16   (f) ADJUSTED    1 2
 JC1191
 JC1191.Superseded values are not recommended for survey control.
 JC1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1191.See file dsdata.txt to determine how the superseded data were derived.
 JC1191
 JC1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC519991(NAD 83)
 JC1191_MARKER: I = METAL ROD
 JC1191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1191_SP_SET: STAINLESS STEEL ROD
 JC1191_STAMPING: F 283 1981
 JC1191_MARK LOGO: NGS   
 JC1191_PROJECTION: FLUSH
 JC1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1191_ROD/PIPE-DEPTH: 9.8  meters
 JC1191
 JC1191  HISTORY     - Date     Condition        Report By
 JC1191  HISTORY     - 1981     MONUMENTED       NGS
 JC1191
 JC1191                          STATION DESCRIPTION
 JC1191
 JC1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1191'3.3 KM (2.05 MI) SOUTH FROM HARTFORD.
 JC1191'3.3 KILOMETERS (2.05 MILES) SOUTH ALONG STATE HIGHWAY 3 FROM THE
 JC1191'JUNCTION OF HAWTHORNE ROAD IN HARTFORD TO THE MARK ON THE RIGHT AND ON
 JC1191'THE SOUTH LEVEE OF THE CAHOKIA DIVERSION CHANNEL, ALSO 4.7 JUNCTION OF
 JC1191'RIVERVIEW DRIVE IN THE NORTHEAST SECTION OF ST LOUIS, THENCE 6.1
 JC1191'KILOMETERS (3.8 MILES) NORTHEAST ALONG THE SOUTHEAST LEVEE TO THE
 JC1191'MARK, 25.15 METERS (82.5 FEET) WEST OF THE CENTER LINE OF THE SOUTH
 JC1191'BOUND LANE OF THE HIGHWAY, 2.75 METERS (9.0 FEET) SOUTH OF THE CENTER
 JC1191'OF THE LEVEE ROAD, AND 0.55 METER (1.7 FEET) WEST OF A METAL WITNESS
 JC1191'POST.
 JC1191'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 JC1191'THE MARK IS 0.2 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1108 ***********************************************************************
 JC1108  DESIGNATION -  F 284
 JC1108  PID         -  JC1108
 JC1108  STATE/COUNTY-  IL/MONROE
 JC1108  USGS QUAD   -  VALMEYER (1993)
 JC1108
 JC1108                         *CURRENT SURVEY CONTROL
 JC1108  ___________________________________________________________________
 JC1108* NAD 83(1986)-  38 19 42.     (N)    090 21 16.     (W)     SCALED    
 JC1108* NAVD 88     -       126.480  (meters)     414.96   (feet)  ADJUSTED  
 JC1108  ___________________________________________________________________
 JC1108  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JC1108  DYNAMIC HT  -         126.397 (meters)     414.69  (feet)  COMP
 JC1108  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JC1108
 JC1108  VERT ORDER  -  FIRST     CLASS II
 JC1108
 JC1108.The horizontal coordinates were scaled from a topographic map and have
 JC1108.an estimated accuracy of +/- 6 seconds.
 JC1108
 JC1108.The orthometric height was determined by differential leveling
 JC1108.and adjusted by the National Geodetic Survey in June 1991..
 JC1108
 JC1108.The geoid height was determined by GEOID03.
 JC1108
 JC1108.The dynamic height is computed by dividing the NAVD 88
 JC1108.geopotential number by the normal gravity value computed on the
 JC1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1108.degrees latitude (g = 980.6199 gals.).
 JC1108
 JC1108.The modeled gravity was interpolated from observed gravity values.
 JC1108
 JC1108;                    North         East    Units  Estimated Accuracy
 JC1108;SPC IL W     -   184,430.      683,580.      MT  (+/- 180 meters Scaled)
 JC1108
 JC1108                          SUPERSEDED SURVEY CONTROL
 JC1108
 JC1108  NGVD 29 (??/??/??)  126.433  (m)          414.81   (f) ADJUSTED    1 2
 JC1108
 JC1108.Superseded values are not recommended for survey control.
 JC1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1108.See file dsdata.txt to determine how the superseded data were derived.
 JC1108
 JC1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC312455(NAD 83)
 JC1108_MARKER: I = METAL ROD
 JC1108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1108_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1108_STAMPING: F 284 1981
 JC1108_MARK LOGO: NGS   
 JC1108_PROJECTION: FLUSH
 JC1108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1108+STABILITY: POSITION/ELEVATION WELL
 JC1108_ROD/PIPE-DEPTH: 21.9 meters
 JC1108_SLEEVE-DEPTH  : 6.0 meters
 JC1108
 JC1108  HISTORY     - Date     Condition        Report By
 JC1108  HISTORY     - 1981     MONUMENTED       NGS
 JC1108
 JC1108                          STATION DESCRIPTION
 JC1108
 JC1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1108'7.9 KM (4.9 MI) SW FROM FOUNTAIN.
 JC1108'7.9 KILOMETERS (4.9 MILES) SOUTHWEST ALONG LEVEE ROAD, THE NORTH WEST
 JC1108'LEVEE OF FOUNTAIN CREEK, FROM NORTHEAST END OF THE MISSOURI PACIFIC
 JC1108'RAILROAD BRIDGE OVER FOUNTAIN CREEK IN FOUNTAIN, THE MARK IS ON THE
 JC1108'WEST SIDE OF THE SOUTH WOODEN GATE POST OF A CABLE GATE, 3.04 METERS
 JC1108'(10.0 FEET)SOUTH OF THE LEVEE ROAD CENTER LINE, 0.85 METERS (2.8 FEET)
 JC1108'WEST OF THE SOUTH WOODED GATE POST, 0.33 METERS (1.1 FEET) EAST OF A
 JC1108'METAL WITNESS POST.
 JC1108'THE MARK IS 0.25 METERS  W FROM A WITNESS POST.
 JC1108'THE MARK IS 0.18 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1130 ***********************************************************************
 JC1130  DESIGNATION -  F 285
 JC1130  PID         -  JC1130
 JC1130  STATE/COUNTY-  IL/MONROE
 JC1130  USGS QUAD   -  WEBSTER GROVES (1993)
 JC1130
 JC1130                         *CURRENT SURVEY CONTROL
 JC1130  ___________________________________________________________________
 JC1130* NAD 83(1986)-  38 30 37.     (N)    090 15 13.     (W)     SCALED    
 JC1130* NAVD 88     -       130.013  (meters)     426.55   (feet)  ADJUSTED  
 JC1130  ___________________________________________________________________
 JC1130  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JC1130  DYNAMIC HT  -         129.931 (meters)     426.28  (feet)  COMP
 JC1130  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 JC1130
 JC1130  VERT ORDER  -  FIRST     CLASS II
 JC1130
 JC1130.The horizontal coordinates were scaled from a topographic map and have
 JC1130.an estimated accuracy of +/- 6 seconds.
 JC1130
 JC1130.The orthometric height was determined by differential leveling
 JC1130.and adjusted by the National Geodetic Survey in June 1991..
 JC1130
 JC1130.The geoid height was determined by GEOID03.
 JC1130
 JC1130.The dynamic height is computed by dividing the NAVD 88
 JC1130.geopotential number by the normal gravity value computed on the
 JC1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1130.degrees latitude (g = 980.6199 gals.).
 JC1130
 JC1130.The modeled gravity was interpolated from observed gravity values.
 JC1130
 JC1130;                    North         East    Units  Estimated Accuracy
 JC1130;SPC IL W     -   204,610.      692,420.      MT  (+/- 180 meters Scaled)
 JC1130
 JC1130                          SUPERSEDED SURVEY CONTROL
 JC1130
 JC1130  NGVD 29 (??/??/??)  129.973  (m)          426.42   (f) ADJUSTED    1 2
 JC1130
 JC1130.Superseded values are not recommended for survey control.
 JC1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1130.See file dsdata.txt to determine how the superseded data were derived.
 JC1130
 JC1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC394660(NAD 83)
 JC1130_MARKER: I = METAL ROD
 JC1130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1130_SP_SET: STAINLESS STEEL ROD
 JC1130_STAMPING: F 285 1981
 JC1130_MARK LOGO: NGS   
 JC1130_PROJECTION: FLUSH
 JC1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1130_ROD/PIPE-DEPTH: 7.3  meters
 JC1130
 JC1130  HISTORY     - Date     Condition        Report By
 JC1130  HISTORY     - 1981     MONUMENTED       NGS
 JC1130
 JC1130                          STATION DESCRIPTION
 JC1130
 JC1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1130'4.2 KM (2.6 MI) SW FROM EAST CARONDELET.
 JC1130'4.2 KILOMETERS (2.6 MILES) SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM
 JC1130'THE JUNCTION OF STATE STREET IN EAST CARONDELET TO THE MARK ON THE
 JC1130'LEFT, 4.57 METERS (15.0 FEET) EAST-SOUTHEAST OF THE CENTER OF THE
 JC1130'LEVEE ROAD, 0.46 METERS (1.5 FEET) NORTH-NORTHEAST OF A METAL WITNESS
 JC1130'POST.
 JC1130'THE MARK IS 0.46 METERS  SSW FROM A WITNESS POST.
 JC1130'THE MARK IS 0.2 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1065 ***********************************************************************
 JC1065  DESIGNATION -  F 286
 JC1065  PID         -  JC1065
 JC1065  STATE/COUNTY-  IL/RANDOLPH
 JC1065  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1065
 JC1065                         *CURRENT SURVEY CONTROL
 JC1065  ___________________________________________________________________
 JC1065* NAD 83(1986)-  38 03 39.     (N)    090 07 08.     (W)     SCALED    
 JC1065* NAVD 88     -       123.139  (meters)     404.00   (feet)  ADJUSTED  
 JC1065  ___________________________________________________________________
 JC1065  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 JC1065  DYNAMIC HT  -         123.056 (meters)     403.73  (feet)  COMP
 JC1065  MODELED GRAV-     979,953.1   (mgal)                       NAVD 88
 JC1065
 JC1065  VERT ORDER  -  FIRST     CLASS II
 JC1065
 JC1065.The horizontal coordinates were scaled from a topographic map and have
 JC1065.an estimated accuracy of +/- 6 seconds.
 JC1065
 JC1065.The orthometric height was determined by differential leveling
 JC1065.and adjusted by the National Geodetic Survey in June 1991..
 JC1065
 JC1065.The geoid height was determined by GEOID03.
 JC1065
 JC1065.The dynamic height is computed by dividing the NAVD 88
 JC1065.geopotential number by the normal gravity value computed on the
 JC1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1065.degrees latitude (g = 980.6199 gals.).
 JC1065
 JC1065.The modeled gravity was interpolated from observed gravity values.
 JC1065
 JC1065;                    North         East    Units  Estimated Accuracy
 JC1065;SPC IL W     -   154,720.      704,190.      MT  (+/- 180 meters Scaled)
 JC1065
 JC1065                          SUPERSEDED SURVEY CONTROL
 JC1065
 JC1065  NGVD 29 (??/??/??)  123.082  (m)          403.81   (f) ADJUSTED    1 2
 JC1065
 JC1065.Superseded values are not recommended for survey control.
 JC1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1065.See file dsdata.txt to determine how the superseded data were derived.
 JC1065
 JC1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC527164(NAD 83)
 JC1065_MARKER: I = METAL ROD
 JC1065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1065_SP_SET: STAINLESS STEEL ROD
 JC1065_STAMPING: F 286 1981
 JC1065_MARK LOGO: NGS   
 JC1065_PROJECTION: FLUSH
 JC1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1065_ROD/PIPE-DEPTH: 9.80 meters
 JC1065
 JC1065  HISTORY     - Date     Condition        Report By
 JC1065  HISTORY     - 1981     MONUMENTED       NGS
 JC1065
 JC1065                          STATION DESCRIPTION
 JC1065
 JC1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1065'4.5 KM (2.8 MI) SW FROM PRAIRIE DU ROCHER.
 JC1065'3.4 KILOMETERS (2.1 MILES) SOUTH-SOUTHWEST ALONG THE LEVEE ON THE WEST
 JC1065'SIDE OF PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE HIGHWAY
 JC1065'155 IN PRAIRIE DU ROCHER, THENCE CONTINUE NORTHWERT ALONG THE SAME
 JC1065'LEVEE FOR 1.1 KILOMETER (0.7 MILE) TO THE INTERSECTION OF A GRAVEL
 JC1065'ROAD NUMBER 540E AND THE MARK ON THE RIGHT, IN THE EAST ANGLE OF THE
 JC1065'INTERSECTION, 5.48 METERS (18.0 FEET) NORTHEAST OF THE CENTER OF THE
 JC1065'LEVEE ROAD, 4.33 METERS (14.2 FEET) SOUTHEAST OF THE CENTER OF ROAD
 JC1065'NUMBER 540E, 0.91 METER (3.0 FEET) SOUTHWEST OF A 4X4-INCH WOODEN ROAD
 JC1065'SIGN POST AND 0.30 METER (1.0 FOOT) NORTHWEST OF A METAL WITNESS POST.
 JC1065'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 JC1065'THE MARK IS 0.30 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1094 ***********************************************************************
 JC1094  DESIGNATION -  F 287
 JC1094  PID         -  JC1094
 JC1094  STATE/COUNTY-  IL/MONROE
 JC1094  USGS QUAD   -  VALMEYER (1993)
 JC1094
 JC1094                         *CURRENT SURVEY CONTROL
 JC1094  ___________________________________________________________________
 JC1094* NAD 83(1986)-  38 20 15.     (N)    090 19 24.     (W)     SCALED    
 JC1094* NAVD 88     -       125.794  (meters)     412.71   (feet)  ADJUSTED  
 JC1094  ___________________________________________________________________
 JC1094  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JC1094  DYNAMIC HT  -         125.712 (meters)     412.44  (feet)  COMP
 JC1094  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 JC1094
 JC1094  VERT ORDER  -  FIRST     CLASS II
 JC1094
 JC1094.The horizontal coordinates were scaled from a topographic map and have
 JC1094.an estimated accuracy of +/- 6 seconds.
 JC1094
 JC1094.The orthometric height was determined by differential leveling
 JC1094.and adjusted by the National Geodetic Survey in June 1991..
 JC1094
 JC1094.The geoid height was determined by GEOID03.
 JC1094
 JC1094.The dynamic height is computed by dividing the NAVD 88
 JC1094.geopotential number by the normal gravity value computed on the
 JC1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1094.degrees latitude (g = 980.6199 gals.).
 JC1094
 JC1094.The modeled gravity was interpolated from observed gravity values.
 JC1094
 JC1094;                    North         East    Units  Estimated Accuracy
 JC1094;SPC IL W     -   185,440.      686,300.      MT  (+/- 180 meters Scaled)
 JC1094
 JC1094                          SUPERSEDED SURVEY CONTROL
 JC1094
 JC1094  NGVD 29 (??/??/??)  125.747  (m)          412.55   (f) ADJUSTED    1 2
 JC1094
 JC1094.Superseded values are not recommended for survey control.
 JC1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1094.See file dsdata.txt to determine how the superseded data were derived.
 JC1094
 JC1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC339466(NAD 83)
 JC1094_MARKER: I = METAL ROD
 JC1094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1094_SP_SET: STAINLESS STEEL ROD
 JC1094_STAMPING: F 287 1981
 JC1094_MARK LOGO: NGS   
 JC1094_PROJECTION: FLUSH
 JC1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1094_ROD/PIPE-DEPTH: 9.8  meters
 JC1094
 JC1094  HISTORY     - Date     Condition        Report By
 JC1094  HISTORY     - 1981     MONUMENTED       NGS
 JC1094
 JC1094                          STATION DESCRIPTION
 JC1094
 JC1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1094'4.8 KM (3.0 MI) SW FROM FOUNTAIN.
 JC1094'4.8 KILOMETERS (3.0 MILES) SOUTHWEST ALONG THE TOP OF THE SOUTH LEVEE
 JC1094'OF FOUNTAIN CREEK FROM THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD
 JC1094'IN FOUNTAIN, TO THE MARK ON THE LEFT, 0.2 KILOMETERS (0.1 MILE)
 JC1094'NORTHEAST OF A ROAD LEADING SOUTHEAST, 3.96 METERS (13.0 FEET)
 JC1094'SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, 0.46 METERS (1.5 FEET)
 JC1094'NORTHEAST OF A METAL WITNESS POST.
 JC1094'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
 JC1094'THE MARK IS 0.30 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1053 ***********************************************************************
 JC1053  DESIGNATION -  F 288
 JC1053  PID         -  JC1053
 JC1053  STATE/COUNTY-  IL/RANDOLPH
 JC1053  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1053
 JC1053                         *CURRENT SURVEY CONTROL
 JC1053  ___________________________________________________________________
 JC1053* NAD 83(1986)-  38 01 08.     (N)    090 03 39.     (W)     SCALED    
 JC1053* NAVD 88     -       122.390  (meters)     401.54   (feet)  ADJUSTED  
 JC1053  ___________________________________________________________________
 JC1053  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JC1053  DYNAMIC HT  -         122.307 (meters)     401.27  (feet)  COMP
 JC1053  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 JC1053
 JC1053  VERT ORDER  -  FIRST     CLASS II
 JC1053
 JC1053.The horizontal coordinates were scaled from a topographic map and have
 JC1053.an estimated accuracy of +/- 6 seconds.
 JC1053
 JC1053.The orthometric height was determined by differential leveling
 JC1053.and adjusted by the National Geodetic Survey in June 1991..
 JC1053
 JC1053.The geoid height was determined by GEOID03.
 JC1053
 JC1053.The dynamic height is computed by dividing the NAVD 88
 JC1053.geopotential number by the normal gravity value computed on the
 JC1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1053.degrees latitude (g = 980.6199 gals.).
 JC1053
 JC1053.The modeled gravity was interpolated from observed gravity values.
 JC1053
 JC1053;                    North         East    Units  Estimated Accuracy
 JC1053;SPC IL W     -   150,070.      709,290.      MT  (+/- 180 meters Scaled)
 JC1053
 JC1053                          SUPERSEDED SURVEY CONTROL
 JC1053
 JC1053  NGVD 29 (??/??/??)  122.329  (m)          401.34   (f) ADJUSTED    1 2
 JC1053
 JC1053.Superseded values are not recommended for survey control.
 JC1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1053.See file dsdata.txt to determine how the superseded data were derived.
 JC1053
 JC1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC580119(NAD 83)
 JC1053_MARKER: I = METAL ROD
 JC1053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1053_SP_SET: STAINLESS STEEL ROD
 JC1053_STAMPING: F 288 1981
 JC1053_MARK LOGO: NGS   
 JC1053_PROJECTION: FLUSH
 JC1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1053_ROD/PIPE-DEPTH: 9.80 meters
 JC1053
 JC1053  HISTORY     - Date     Condition        Report By
 JC1053  HISTORY     - 1981     MONUMENTED       NGS
 JC1053
 JC1053                          STATION DESCRIPTION
 JC1053
 JC1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1053'9.4 KM (5.85 MI) SOUTH FROM PRAIRIE DU ROCHER.
 JC1053'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG THE TOP OF THE SOUTH MAIN LEVEE
 JC1053'FROM THE INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER TO A
 JC1053'BEND IN THE LEVEE, THENCE 5.7 KILOMETERS (3.55 MILES) SOUTHEAST ALONG
 JC1053'THE TOP OF THE MAIN LEVEE TO THE MARK ON THE LEFT, 4.12 METERS (13.5
 JC1053'FEET) NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 0.46 METER (1.5
 JC1053'FEET) SOUTHEAST OF A METAL WITNESS POST.
 JC1053'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 JC1053'THE MARK IS ABOVE LEVEL WITH TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1397 ***********************************************************************
 HB1397  DESIGNATION -  F 289
 HB1397  PID         -  HB1397
 HB1397  STATE/COUNTY-  IL/RANDOLPH
 HB1397  USGS QUAD   -  CHESTER (1993)
 HB1397
 HB1397                         *CURRENT SURVEY CONTROL
 HB1397  ___________________________________________________________________
 HB1397* NAD 83(1986)-  37 54 18.     (N)    089 50 04.     (W)     SCALED    
 HB1397* NAVD 88     -       135.648  (meters)     445.04   (feet)  ADJUSTED  
 HB1397  ___________________________________________________________________
 HB1397  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HB1397  DYNAMIC HT  -         135.555 (meters)     444.73  (feet)  COMP
 HB1397  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 HB1397
 HB1397  VERT ORDER  -  FIRST     CLASS II
 HB1397
 HB1397.The horizontal coordinates were scaled from a topographic map and have
 HB1397.an estimated accuracy of +/- 6 seconds.
 HB1397
 HB1397.The orthometric height was determined by differential leveling
 HB1397.and adjusted by the National Geodetic Survey in June 1991..
 HB1397
 HB1397.The geoid height was determined by GEOID03.
 HB1397
 HB1397.The dynamic height is computed by dividing the NAVD 88
 HB1397.geopotential number by the normal gravity value computed on the
 HB1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1397.degrees latitude (g = 980.6199 gals.).
 HB1397
 HB1397.The modeled gravity was interpolated from observed gravity values.
 HB1397
 HB1397;                    North         East    Units  Estimated Accuracy
 HB1397;SPC IL W     -   137,480.      729,220.      MT  (+/- 180 meters Scaled)
 HB1397
 HB1397                          SUPERSEDED SURVEY CONTROL
 HB1397
 HB1397  NGVD 29 (??/??/??)  135.580  (m)          444.82   (f) ADJUSTED    1 2
 HB1397
 HB1397.Superseded values are not recommended for survey control.
 HB1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1397.See file dsdata.txt to determine how the superseded data were derived.
 HB1397
 HB1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG507990(NAD 83)
 HB1397_MARKER: DB = BENCH MARK DISK
 HB1397_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1397_SP_SET: ABUTMENT
 HB1397_STAMPING: F 289 1981
 HB1397_MARK LOGO: NGS   
 HB1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1397
 HB1397  HISTORY     - Date     Condition        Report By
 HB1397  HISTORY     - 1981     MONUMENTED       NGS
 HB1397
 HB1397                          STATION DESCRIPTION
 HB1397
 HB1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1397'IN CHESTER.
 HB1397'IN CHESTER, AT THE STATE HIGHWAY 150 OVERPASS BRIDGE OVER THE
 HB1397'MISSISSIPPI RIVER IN THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF
 HB1397'THE BRIDGE BETWEEN TWO 3 FOOT BY 2 FOOT BY 4 FOOT CONCRETE PIERS OF
 HB1397'THE RETAINING WALL, 5.19 METERS (17.0 FEET) NORTHWEST OF THE CENTER OF
 HB1397'THE HIGHWAY AND 3.81 METERS (12.5 FEET) SOUTHEAST OF THE NORTHWEST END
 HB1397'OF THE NORTHEAST ABUTMENT.
 HB1397'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0349 ***********************************************************************
 MF0349  DESIGNATION -  F 29
 MF0349  PID         -  MF0349
 MF0349  STATE/COUNTY-  IL/LIVINGSTON
 MF0349  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0349
 MF0349                         *CURRENT SURVEY CONTROL
 MF0349  ___________________________________________________________________
 MF0349* NAD 83(1986)-  41 05 54.     (N)    088 47 56.     (W)     SCALED    
 MF0349* NAVD 88     -       189.198  (meters)     620.73   (feet)  ADJUSTED  
 MF0349  ___________________________________________________________________
 MF0349  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MF0349  DYNAMIC HT  -         189.121 (meters)     620.47  (feet)  COMP
 MF0349  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 MF0349
 MF0349  VERT ORDER  -  SECOND    CLASS 0
 MF0349
 MF0349.The horizontal coordinates were scaled from a topographic map and have
 MF0349.an estimated accuracy of +/- 6 seconds.
 MF0349
 MF0349.The orthometric height was determined by differential leveling
 MF0349.and adjusted by the National Geodetic Survey in June 1991..
 MF0349
 MF0349.The geoid height was determined by GEOID03.
 MF0349
 MF0349.The dynamic height is computed by dividing the NAVD 88
 MF0349.geopotential number by the normal gravity value computed on the
 MF0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0349.degrees latitude (g = 980.6199 gals.).
 MF0349
 MF0349.The modeled gravity was interpolated from observed gravity values.
 MF0349
 MF0349;                    North         East    Units  Estimated Accuracy
 MF0349;SPC IL E     -   492,070.      260,890.      MT  (+/- 180 meters Scaled)
 MF0349
 MF0349                          SUPERSEDED SURVEY CONTROL
 MF0349
 MF0349  NGVD 29 (??/??/92)  189.261  (m)          620.93   (f) ADJ UNCH    2 0
 MF0349
 MF0349.Superseded values are not recommended for survey control.
 MF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0349.See file dsdata.txt to determine how the superseded data were derived.
 MF0349
 MF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL489512(NAD 83)
 MF0349_MARKER: DB = BENCH MARK DISK
 MF0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0349_STAMPING: F 29 1934
 MF0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0349+STABILITY: SURFACE MOTION
 MF0349
 MF0349  HISTORY     - Date     Condition        Report By
 MF0349  HISTORY     - 1934     MONUMENTED       CGS
 MF0349  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF0349
 MF0349                          STATION DESCRIPTION
 MF0349
 MF0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0349'2.4 MI SE FROM STREATOR.
 MF0349'IN LIVINGSTON COUNTY, 2.4 MILES SOUTHEAST ALONG THE NEW YORK
 MF0349'CENTRAL RAILROAD FROM THE STATION AT STREATOR, LA SALLE COUNTY,
 MF0349'2 POLES WEST OF STATION 7890, 6 POLES WEST OF THE CROSSING OF THE
 MF0349'ALTON RAILROAD, AT A PUBLIC-ROAD CROSSING, 39 FEET WEST OF THE
 MF0349'CENTERLINE OF THE ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE
 MF0349'TRACK, 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER
 MF0349'THAN THE RAIL.  A STANDARD DISK, STAMPED F 29 1934 AND SET IN THE
 MF0349'TOP OF A CONCRETE POST.
 MF0349
 MF0349                          STATION RECOVERY (1979)
 MF0349
 MF0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1371 ***********************************************************************
 HB1371  DESIGNATION -  F 290
 HB1371  PID         -  HB1371
 HB1371  STATE/COUNTY-  IL/JACKSON
 HB1371  USGS QUAD   -  ALTENBURG (1994)
 HB1371
 HB1371                         *CURRENT SURVEY CONTROL
 HB1371  ___________________________________________________________________
 HB1371* NAD 83(1986)-  37 43 15.     (N)    089 34 19.     (W)     SCALED    
 HB1371* NAVD 88     -       116.200  (meters)     381.23   (feet)  ADJUSTED  
 HB1371  ___________________________________________________________________
 HB1371  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HB1371  DYNAMIC HT  -         116.119 (meters)     380.97  (feet)  COMP
 HB1371  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 HB1371
 HB1371  VERT ORDER  -  FIRST     CLASS II
 HB1371
 HB1371.The horizontal coordinates were scaled from a topographic map and have
 HB1371.an estimated accuracy of +/- 6 seconds.
 HB1371
 HB1371.The orthometric height was determined by differential leveling
 HB1371.and adjusted by the National Geodetic Survey in June 1991..
 HB1371
 HB1371.The geoid height was determined by GEOID03.
 HB1371
 HB1371.The dynamic height is computed by dividing the NAVD 88
 HB1371.geopotential number by the normal gravity value computed on the
 HB1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1371.degrees latitude (g = 980.6199 gals.).
 HB1371
 HB1371.The modeled gravity was interpolated from observed gravity values.
 HB1371
 HB1371;                    North         East    Units  Estimated Accuracy
 HB1371;SPC IL W     -   117,150.      752,430.      MT  (+/- 180 meters Scaled)
 HB1371
 HB1371                          SUPERSEDED SURVEY CONTROL
 HB1371
 HB1371  NGVD 29 (??/??/??)  116.119  (m)          380.97   (f) ADJUSTED    1 2
 HB1371
 HB1371.Superseded values are not recommended for survey control.
 HB1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1371.See file dsdata.txt to determine how the superseded data were derived.
 HB1371
 HB1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG733779(NAD 83)
 HB1371_MARKER: I = METAL ROD
 HB1371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1371_SP_SET: STAINLESS STEEL ROD
 HB1371_STAMPING: F 290 1981
 HB1371_MARK LOGO: NGS   
 HB1371_PROJECTION: FLUSH
 HB1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1371_ROD/PIPE-DEPTH: 9.8  meters
 HB1371
 HB1371  HISTORY     - Date     Condition        Report By
 HB1371  HISTORY     - 1981     MONUMENTED       NGS
 HB1371
 HB1371                          STATION DESCRIPTION
 HB1371
 HB1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1371'19.4 KM (12.05 MI) SOUT FROM CORA.
 HB1371'8.1 KILOMETERS (5.05 MILES) SOUTH ALONG TOP OF THE MAIN LEVEE FROM THE
 HB1371'INTERSECTION OF THE MISSOURI PACIFIC RAILROAD IN CORA TO A BEND IN THE
 HB1371'LEVEE, THENCE 11.3 KILOMETERS (7.0 MILES) SOUTHEAST ALONG TOP OF THE
 HB1371'MAIN LEVEE TO THE MARK ON THE LEFT, 2.74 METERS(9.0 FEET) NORTH OF THE
 HB1371'CENTER OF THE LEVEE ROAD.
 HB1371'THE MARK IS 0.10 M BELOW TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1355 ***********************************************************************
 HB1355  DESIGNATION -  F 291
 HB1355  PID         -  HB1355
 HB1355  STATE/COUNTY-  IL/JACKSON
 HB1355  USGS QUAD   -  MURPHYSBORO (1978)
 HB1355
 HB1355                         *CURRENT SURVEY CONTROL
 HB1355  ___________________________________________________________________
 HB1355* NAD 83(1986)-  37 45 54.     (N)    089 19 19.     (W)     SCALED    
 HB1355* NAVD 88     -       113.746  (meters)     373.18   (feet)  ADJUSTED  
 HB1355  ___________________________________________________________________
 HB1355  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB1355  DYNAMIC HT  -         113.667 (meters)     372.92  (feet)  COMP
 HB1355  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 HB1355
 HB1355  VERT ORDER  -  FIRST     CLASS II
 HB1355
 HB1355.The horizontal coordinates were scaled from a topographic map and have
 HB1355.an estimated accuracy of +/- 6 seconds.
 HB1355
 HB1355.The orthometric height was determined by differential leveling
 HB1355.and adjusted by the National Geodetic Survey in June 1991..
 HB1355
 HB1355.The geoid height was determined by GEOID03.
 HB1355
 HB1355.The dynamic height is computed by dividing the NAVD 88
 HB1355.geopotential number by the normal gravity value computed on the
 HB1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1355.degrees latitude (g = 980.6199 gals.).
 HB1355
 HB1355.The modeled gravity was interpolated from observed gravity values.
 HB1355
 HB1355;                    North         East    Units  Estimated Accuracy
 HB1355;SPC IL W     -   122,220.      774,430.      MT  (+/- 180 meters Scaled)
 HB1355
 HB1355                          SUPERSEDED SURVEY CONTROL
 HB1355
 HB1355  NGVD 29 (??/??/??)  113.668  (m)          372.93   (f) ADJUSTED    1 2
 HB1355
 HB1355.Superseded values are not recommended for survey control.
 HB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1355.See file dsdata.txt to determine how the superseded data were derived.
 HB1355
 HB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG954822(NAD 83)
 HB1355_MARKER: DB = BENCH MARK DISK
 HB1355_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1355_SP_SET: ABUTMENT
 HB1355_STAMPING: F 291 1981
 HB1355_MARK LOGO: NGS   
 HB1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1355
 HB1355  HISTORY     - Date     Condition        Report By
 HB1355  HISTORY     - 1981     MONUMENTED       NGS
 HB1355
 HB1355                          STATION DESCRIPTION
 HB1355
 HB1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1355'IN MURPHYSBORO.
 HB1355'IN MURPHYSBORO, IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE
 HB1355'STATE HIGHWAY 13 BRIDGE OVER THE BIG MUDDY RIVER, 0.3 KILOMETER (0.2
 HB1355'MILE) EAST OF THE JUNCTION OF STATE HIGHWAY 149, 2.43 KILOMETERS (8.0
 HB1355'FEET) SOUTH OF THE SOUTH FACE OF THE MATAL STRUCTURE OF THE BRIDGE,
 HB1355'0.67 METER (2.2 FEET) WEST OF THE EAST FACE OF THE EAST RETAINING WALL
 HB1355'OF THE EAST ABUTMENT OF THE BRIDGE.
 HB1355'THE MARK IS 3.04 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1329 ***********************************************************************
 HB1329  DESIGNATION -  F 292
 HB1329  PID         -  HB1329
 HB1329  STATE/COUNTY-  IL/JACKSON
 HB1329  USGS QUAD   -  ALTENBURG (1994)
 HB1329
 HB1329                         *CURRENT SURVEY CONTROL
 HB1329  ___________________________________________________________________
 HB1329* NAD 83(1986)-  37 37 30.     (N)    089 30 01.     (W)     SCALED    
 HB1329* NAVD 88     -       112.958  (meters)     370.60   (feet)  ADJUSTED  
 HB1329  ___________________________________________________________________
 HB1329  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HB1329  DYNAMIC HT  -         112.880 (meters)     370.34  (feet)  COMP
 HB1329  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 HB1329
 HB1329  VERT ORDER  -  FIRST     CLASS II
 HB1329
 HB1329.The horizontal coordinates were scaled from a topographic map and have
 HB1329.an estimated accuracy of +/- 6 seconds.
 HB1329
 HB1329.The orthometric height was determined by differential leveling
 HB1329.and adjusted by the National Geodetic Survey in June 1991..
 HB1329
 HB1329.The geoid height was determined by GEOID03.
 HB1329
 HB1329.The dynamic height is computed by dividing the NAVD 88
 HB1329.geopotential number by the normal gravity value computed on the
 HB1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1329.degrees latitude (g = 980.6199 gals.).
 HB1329
 HB1329.The modeled gravity was interpolated from observed gravity values.
 HB1329
 HB1329;                    North         East    Units  Estimated Accuracy
 HB1329;SPC IL W     -   106,560.      758,820.      MT  (+/- 180 meters Scaled)
 HB1329
 HB1329                          SUPERSEDED SURVEY CONTROL
 HB1329
 HB1329  NGVD 29 (??/??/??)  112.870  (m)          370.31   (f) ADJUSTED    1 2
 HB1329
 HB1329.Superseded values are not recommended for survey control.
 HB1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1329.See file dsdata.txt to determine how the superseded data were derived.
 HB1329
 HB1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG793671(NAD 83)
 HB1329_MARKER: I = METAL ROD
 HB1329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1329_SP_SET: STAINLESS STEEL ROD
 HB1329_STAMPING: F 292 1981
 HB1329_MARK LOGO: NGS   
 HB1329_PROJECTION: FLUSH
 HB1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1329_ROD/PIPE-DEPTH: 9.8  meters
 HB1329
 HB1329  HISTORY     - Date     Condition        Report By
 HB1329  HISTORY     - 1981     MONUMENTED       NGS
 HB1329
 HB1329                          STATION DESCRIPTION
 HB1329
 HB1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1329'0.55 KM (0.35 MI) SOUTH FROM GRAND TOWER.
 HB1329'0.55 KILOMETER (0.35 MILE) SOUTH ALONG TOP OF LEVEE FROM THE POST
 HB1329'OFFICE IN GRAND TOWER TO THE MARK ON THE LEFT, 2.59 METERS (8.5 FEET)
 HB1329'NORTHEAST OF THE CENTER OF THE LEVEE ROAD.
 HB1329'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1329'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1643 ***********************************************************************
 JA1643  DESIGNATION -  F 294
 JA1643  PID         -  JA1643
 JA1643  STATE/COUNTY-  IL/LAWRENCE
 JA1643  USGS QUAD   -  VINCENNES (1998)
 JA1643
 JA1643                         *CURRENT SURVEY CONTROL
 JA1643  ___________________________________________________________________
 JA1643* NAD 83(1986)-  38 42 28.     (N)    087 35 54.     (W)     SCALED    
 JA1643* NAVD 88     -       125.915  (meters)     413.11   (feet)  ADJUSTED  
 JA1643  ___________________________________________________________________
 JA1643  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JA1643  DYNAMIC HT  -         125.838 (meters)     412.85  (feet)  COMP
 JA1643  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 JA1643
 JA1643  VERT ORDER  -  FIRST     CLASS II
 JA1643
 JA1643.The horizontal coordinates were scaled from a topographic map and have
 JA1643.an estimated accuracy of +/- 6 seconds.
 JA1643
 JA1643.The orthometric height was determined by differential leveling
 JA1643.and adjusted by the National Geodetic Survey in June 1991..
 JA1643
 JA1643.The geoid height was determined by GEOID03.
 JA1643
 JA1643.The dynamic height is computed by dividing the NAVD 88
 JA1643.geopotential number by the normal gravity value computed on the
 JA1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1643.degrees latitude (g = 980.6199 gals.).
 JA1643
 JA1643.The modeled gravity was interpolated from observed gravity values.
 JA1643
 JA1643;                    North         East    Units  Estimated Accuracy
 JA1643;SPC IL E     -   226,800.      363,930.      MT  (+/- 180 meters Scaled)
 JA1643
 JA1643                          SUPERSEDED SURVEY CONTROL
 JA1643
 JA1643.No superseded survey control is available for this station.
 JA1643
 JA1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH479845(NAD 83)
 JA1643_MARKER: I = METAL ROD
 JA1643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1643_SP_SET: STAINLESS STEEL ROD
 JA1643_STAMPING: F 294 1986
 JA1643_MARK LOGO: NGS   
 JA1643_PROJECTION: FLUSH
 JA1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1643_ROD/PIPE-DEPTH: 22.6 meters
 JA1643
 JA1643  HISTORY     - Date     Condition        Report By
 JA1643  HISTORY     - 1986     MONUMENTED       NGS
 JA1643
 JA1643                          STATION DESCRIPTION
 JA1643
 JA1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1643'8.6 KM (5.35 MI) NW FROM VINCENNES IN.
 JA1643'0.2 KM (0.1 MI) WEST ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 JA1643'STATION IN VINCENNES, INDIANA, THENCE 1.2 KM (0.75 MI) SOUTHWEST ALONG
 JA1643'6TH STREET, THENCE 3.1 KM (1.95 MI) NORTHWESTERLY ALONG U.S. HIGHWAY
 JA1643'50 BUSINESS, THENCE 4.1 KM (2.55 MI) WESTERLY ALONG OLD U.S. HIGHWAY
 JA1643'50, OR 2.9 KM (1.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 BUSINESS FROM
 JA1643'THE COURTHOUSE IN LAWRENCEVILLE, THENCE 5.0 KM (3.1 MI) EASTERLY ALONG
 JA1643'A PAVED ROAD (OLD U.S. HIGHWAY 50), 12.0 M (39.4 FT) SOUTH-SOUTHWEST
 JA1643'OF THE CENTERLINE OF THE ROAD, 6.7 M (22.0 FT) EAST OF THE CENTER OF A
 JA1643'GRAVELED ROAD LEADING SOUTH, AND 1.5 M (4.9 FT) EAST OF A UTILITY
 JA1643'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1643'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JA1643'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1564 ***********************************************************************
 JB1564  CBN         -  This is a Cooperative Base Network Control Station.
 JB1564  DESIGNATION -  F 295
 JB1564  PID         -  JB1564
 JB1564  STATE/COUNTY-  IL/RICHLAND
 JB1564  USGS QUAD   -  OLNEY (1971)
 JB1564
 JB1564                         *CURRENT SURVEY CONTROL
 JB1564  ___________________________________________________________________
 JB1564* NAD 83(1997)-  38 43 03.00451(N)    088 02 19.23828(W)     ADJUSTED  
 JB1564* NAVD 88     -       153.924  (meters)     505.00   (feet)  ADJUSTED  
 JB1564  ___________________________________________________________________
 JB1564  X           -     170,545.832 (meters)                     COMP
 JB1564  Y           -  -4,980,179.601 (meters)                     COMP
 JB1564  Z           -   3,967,973.078 (meters)                     COMP
 JB1564  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JB1564  ELLIP HEIGHT-         122.57  (meters)          (10/15/04) GPS OBS
 JB1564  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB1564  DYNAMIC HT  -         153.830 (meters)     504.69  (feet)  COMP
 JB1564  MODELED GRAV-     980,013.9   (mgal)                       NAVD 88
 JB1564
 JB1564  HORZ ORDER  -  B
 JB1564  VERT ORDER  -  FIRST     CLASS II
 JB1564  ELLP ORDER  -  FOURTH    CLASS II
 JB1564
 JB1564.The horizontal coordinates were established by GPS observations
 JB1564.and adjusted by the National Geodetic Survey in July 1998..
 JB1564
 JB1564.The orthometric height was determined by differential leveling
 JB1564.and adjusted by the National Geodetic Survey in June 1991..
 JB1564
 JB1564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1564
 JB1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1564
 JB1564.The ellipsoidal height was determined by GPS observations
 JB1564.and is referenced to NAD 83.
 JB1564
 JB1564.The geoid height was determined by GEOID03.
 JB1564
 JB1564.The dynamic height is computed by dividing the NAVD 88
 JB1564.geopotential number by the normal gravity value computed on the
 JB1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1564.degrees latitude (g = 980.6199 gals.).
 JB1564
 JB1564.The modeled gravity was interpolated from observed gravity values.
 JB1564
 JB1564;                    North         East     Units Scale Factor Converg.
 JB1564;SPC IL E     -   227,659.068   325,625.565   MT  0.99998308   +0 11 03.5
 JB1564;SPC IL E     -   746,911.46  1,068,323.21   sFT  0.99998308   +0 11 03.5
 JB1564;UTM  16      - 4,285,940.130   409,701.474   MT  0.99970041   -0 38 59.0
 JB1564
 JB1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1564!SPC IL E     -   0.99998077  x   0.99998308  =   0.99996385
 JB1564!UTM  16      -   0.99998077  x   0.99970041  =   0.99968118
 JB1564
 JB1564                          SUPERSEDED SURVEY CONTROL
 JB1564
 JB1564  ELLIP H (07/17/98)  122.59   (m)                       GP(       ) 4 1
 JB1564  NAVD 88 (07/17/98)  153.92   (m)          505.0    (f) LEVELING    3  
 JB1564
 JB1564.Superseded values are not recommended for survey control.
 JB1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1564.See file dsdata.txt to determine how the superseded data were derived.
 JB1564
 JB1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0970185940(NAD 83)
 JB1564_MARKER: I = METAL ROD
 JB1564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1564_SP_SET: STAINLESS STEEL ROD
 JB1564_STAMPING: F 295 1986
 JB1564_MARK LOGO: NGS   
 JB1564_PROJECTION: FLUSH
 JB1564_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1564+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 JB1564_ROD/PIPE-DEPTH: 5.50 meters
 JB1564
 JB1564  HISTORY     - Date     Condition        Report By
 JB1564  HISTORY     - 1986     MONUMENTED       NGS
 JB1564  HISTORY     - 19970227 GOOD             NGS
 JB1564  HISTORY     - 19990927 GOOD             ILDT
 JB1564  HISTORY     - 20040630 GOOD             ILDT
 JB1564
 JB1564                          STATION DESCRIPTION
 JB1564
 JB1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1564'5.5 KM (3.4 MI) EAST FROM OLNEY.
 JB1564'4.9 KM (3.05 MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS
 JB1564'JUNCTION WITH STATE HIGHWAY 130 IN OLNEY, THENCE 0.6 KM (0.35 MI)
 JB1564'SOUTH ALONG COUNTY ROAD 1400 E, 8.7 M (28.5 FT) SOUTH OF THE CENTER OF
 JB1564'COUNTY ROAD 1000 N, 8.2 M (26.9 FT) EAST OF THE CENTER OF COUNTY ROAD
 JB1564'1400 E, AND 1.3 M (4.3 FT) EAST OF A UTILITY POLE WITH A GUY WIRE.
 JB1564'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1564'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JB1564'THE MARK IS 0.3 M ABOVE COUNTY ROAD 1400 E.
 JB1564
 JB1564                          STATION RECOVERY (1997)
 JB1564
 JB1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JB1564'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) EAST OF OLNEY.  TO REACH
 JB1564'FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 250 ABOUT 0.5
 JB1564'MI (0.8 KM) EAST OF OLNEY, GO EAST ON HIGHWAYS 50 AND 250 FOR 0.7 MI
 JB1564'(1.1 KM) TO A CROSSROAD.  TURN RIGHT, SOUTH, ON COUNTY ROAD 1400E (ST
 JB1564'MARIE ROAD) FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH COUNTY ROAD
 JB1564'1000N (ANTIOCH ROAD) AND THE STATION ON THE LEFT IN THE SOUTHEAST
 JB1564'QUADRANT.  IT IS 8.7 M (28.5 FT) SOUTH OF THE CENTER OF ROAD 1000N,
 JB1564'8.2 M (26.9 FT) EAST OF THE CENTER OF ROAD 1400E, 1.3 M (4.3 FT) EAST
 JB1564'OF A UTILITY POLE WITH A GUY WIRE, 1.1 M (3.6 FT) EAST OF A FIBERGLASS
 JB1564'WITNESS POST AND ABOUT 0.3 M (1.0 FT) HIGHER THAN ROAD 1400E.
 JB1564'NOTE--ACCESS TO THE STATION POINT IS THROUGH A 5-INCH ACCESS COVER.
 JB1564
 JB1564                          STATION RECOVERY (1999)
 JB1564
 JB1564'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JB1564'RECOVERED AS DESCRIBED
 JB1564'
 JB1564
 JB1564                          STATION RECOVERY (2004)
 JB1564
 JB1564'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RA)
 JB1564'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1569 ***********************************************************************
 JB1569  DESIGNATION -  F 296
 JB1569  PID         -  JB1569
 JB1569  STATE/COUNTY-  IL/RICHLAND
 JB1569  USGS QUAD   -  NOBLE (1971)
 JB1569
 JB1569                         *CURRENT SURVEY CONTROL
 JB1569  ___________________________________________________________________
 JB1569* NAD 83(1986)-  38 42 23.     (N)    088 09 13.     (W)     SCALED    
 JB1569* NAVD 88     -       133.136  (meters)     436.80   (feet)  ADJUSTED  
 JB1569  ___________________________________________________________________
 JB1569  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB1569  DYNAMIC HT  -         133.055 (meters)     436.53  (feet)  COMP
 JB1569  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 JB1569
 JB1569  VERT ORDER  -  FIRST     CLASS II
 JB1569
 JB1569.The horizontal coordinates were scaled from a topographic map and have
 JB1569.an estimated accuracy of +/- 6 seconds.
 JB1569
 JB1569.The orthometric height was determined by differential leveling
 JB1569.and adjusted by the National Geodetic Survey in June 1991..
 JB1569
 JB1569.The geoid height was determined by GEOID03.
 JB1569
 JB1569.The dynamic height is computed by dividing the NAVD 88
 JB1569.geopotential number by the normal gravity value computed on the
 JB1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1569.degrees latitude (g = 980.6199 gals.).
 JB1569
 JB1569.The modeled gravity was interpolated from observed gravity values.
 JB1569
 JB1569;                    North         East    Units  Estimated Accuracy
 JB1569;SPC IL E     -   226,400.      315,630.      MT  (+/- 180 meters Scaled)
 JB1569
 JB1569                          SUPERSEDED SURVEY CONTROL
 JB1569
 JB1569.No superseded survey control is available for this station.
 JB1569
 JB1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH996848(NAD 83)
 JB1569_MARKER: I = METAL ROD
 JB1569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1569_SP_SET: STAINLESS STEEL ROD
 JB1569_STAMPING: F 296 1986
 JB1569_MARK LOGO: NGS   
 JB1569_PROJECTION: FLUSH
 JB1569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1569_ROD/PIPE-DEPTH: 5.5  meters
 JB1569
 JB1569  HISTORY     - Date     Condition        Report By
 JB1569  HISTORY     - 1986     MONUMENTED       NGS
 JB1569
 JB1569                          STATION DESCRIPTION
 JB1569
 JB1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1569'6.6 KM (4.1 MI) WEST FROM OLNEY.
 JB1569'1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION WITH
 JB1569'THE CHESSIE SYSTEM RAILROAD IN OLNEY, THENCE 5.4 KM (3.35 MI) WESTERLY
 JB1569'ALONG U.S. HIGHWAY 50, 0.4 KM (0.25 MI) EAST OF THE INTERSECTION OF A
 JB1569'DRIVEWAY, ON THE EXTENDED CENTER OF A FIELD ROAD LEADING SOUTH, AND
 JB1569'19.6 M (64.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS
 JB1569'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1569'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JB1569'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1683 ***********************************************************************
 LC1683  DESIGNATION -  F 297
 LC1683  PID         -  LC1683
 LC1683  STATE/COUNTY-  IL/MCLEAN
 LC1683  USGS QUAD   -  LE ROY (1981)
 LC1683
 LC1683                         *CURRENT SURVEY CONTROL
 LC1683  ___________________________________________________________________
 LC1683* NAD 83(1997)-  40 21 05.87186(N)    088 46 18.06358(W)     ADJUSTED  
 LC1683* NAVD 88     -       240.405  (meters)     788.73   (feet)  ADJUSTED  
 LC1683  ___________________________________________________________________
 LC1683  X           -     104,346.023 (meters)                     COMP
 LC1683  Y           -  -4,866,559.069 (meters)                     COMP
 LC1683  Z           -   4,107,953.128 (meters)                     COMP
 LC1683  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 LC1683  ELLIP HEIGHT-         208.50  (meters)          (02/03/05) GPS OBS
 LC1683  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC1683  DYNAMIC HT  -         240.290 (meters)     788.35  (feet)  COMP
 LC1683  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 LC1683
 LC1683  HORZ ORDER  -  FIRST
 LC1683  VERT ORDER  -  FIRST     CLASS II
 LC1683  ELLP ORDER  -  FOURTH    CLASS II
 LC1683
 LC1683.The horizontal coordinates were established by GPS observations
 LC1683.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC1683
 LC1683.The orthometric height was determined by differential leveling
 LC1683.and adjusted by the National Geodetic Survey in June 1991..
 LC1683
 LC1683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1683
 LC1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1683
 LC1683.The ellipsoidal height was determined by GPS observations
 LC1683.and is referenced to NAD 83.
 LC1683
 LC1683.The geoid height was determined by GEOID03.
 LC1683
 LC1683.The dynamic height is computed by dividing the NAVD 88
 LC1683.geopotential number by the normal gravity value computed on the
 LC1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1683.degrees latitude (g = 980.6199 gals.).
 LC1683
 LC1683.The modeled gravity was interpolated from observed gravity values.
 LC1683
 LC1683;                    North         East     Units Scale Factor Converg.
 LC1683;SPC IL E     -   409,135.987   262,761.101   MT  0.99999206   -0 17 01.8
 LC1683;SPC IL E     - 1,342,306.98    862,075.38   sFT  0.99999206   -0 17 01.8
 LC1683;UTM  16      - 4,468,292.423   349,544.206   MT  0.99987866   -1 08 50.4
 LC1683
 LC1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1683!SPC IL E     -   0.99996729  x   0.99999206  =   0.99995935
 LC1683!UTM  16      -   0.99996729  x   0.99987866  =   0.99984596
 LC1683
 LC1683                          SUPERSEDED SURVEY CONTROL
 LC1683
 LC1683  ELLIP H (03/04/03)  208.49   (m)                       GP(       ) 4 2
 LC1683  NAVD 88 (03/04/03)  240.40   (m)          788.7    (f) LEVELING    3  
 LC1683
 LC1683.Superseded values are not recommended for survey control.
 LC1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1683.See file dsdata.txt to determine how the superseded data were derived.
 LC1683
 LC1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4954468292(NAD 83)
 LC1683_MARKER: I = METAL ROD
 LC1683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1683_SP_SET: STAINLESS STEEL ROD
 LC1683_STAMPING: F 297 1986
 LC1683_MARK LOGO: NGS   
 LC1683_PROJECTION: FLUSH
 LC1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1683+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC1683_ROD/PIPE-DEPTH: 8.50 meters
 LC1683
 LC1683  HISTORY     - Date     Condition        Report By
 LC1683  HISTORY     - 1986     MONUMENTED       NGS
 LC1683  HISTORY     - 200205   GOOD             ASCPC
 LC1683
 LC1683                          STATION DESCRIPTION
 LC1683
 LC1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1683'16.7 KM (10.4 MI) NW FROM FARMER CITY.
 LC1683'16.7 KM (10.35 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 150 FROM ITS
 LC1683'JUNCTION WITH STATE HIGHWAY 54 IN FARMER CITY, AT THE WEST EDGE OF THE
 LC1683'CITY LIMITS OF LEROY, 0.2 KM (0.1 MI) WEST OF THE INTERSECTION OF
 LC1683'HEMLOCK STREET, 16.8 M (55.1 FT) NORTH OF A UTILITY POLE, 9.1 M (29.9
 LC1683'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.3 M (20.7 FT) EAST OF A
 LC1683'GUY WIRE ANCHOR, AND 0.8 M (2.6 FT) WEST OF A UTILITY POLE.
 LC1683'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LC1683'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LC1683'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LC1683
 LC1683                          STATION RECOVERY (2002)
 LC1683
 LC1683'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC1683'RECOVERED AS DESCRIBED
 LC1683' 
 LC1683'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0903 ***********************************************************************
 LC0903  DESIGNATION -  F 30
 LC0903  PID         -  LC0903
 LC0903  STATE/COUNTY-  IL/MARSHALL
 LC0903  USGS QUAD   -  WASHBURN (1972)
 LC0903
 LC0903                         *CURRENT SURVEY CONTROL
 LC0903  ___________________________________________________________________
 LC0903* NAD 83(1986)-  40 56 43.     (N)    089 19 38.     (W)     SCALED    
 LC0903* NAVD 88     -       167.191  (meters)     548.53   (feet)  ADJUSTED  
 LC0903  ___________________________________________________________________
 LC0903  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LC0903  DYNAMIC HT  -         167.118 (meters)     548.29  (feet)  COMP
 LC0903  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 LC0903
 LC0903  VERT ORDER  -  SECOND    CLASS 0
 LC0903
 LC0903.The horizontal coordinates were scaled from a topographic map and have
 LC0903.an estimated accuracy of +/- 6 seconds.
 LC0903
 LC0903.The orthometric height was determined by differential leveling
 LC0903.and adjusted by the National Geodetic Survey in June 1991..
 LC0903
 LC0903.The geoid height was determined by GEOID03.
 LC0903
 LC0903.The dynamic height is computed by dividing the NAVD 88
 LC0903.geopotential number by the normal gravity value computed on the
 LC0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0903.degrees latitude (g = 980.6199 gals.).
 LC0903
 LC0903.The modeled gravity was interpolated from observed gravity values.
 LC0903
 LC0903;                    North         East    Units  Estimated Accuracy
 LC0903;SPC IL W     -   475,290.      770,680.      MT  (+/- 180 meters Scaled)
 LC0903
 LC0903                          SUPERSEDED SURVEY CONTROL
 LC0903
 LC0903  NGVD 29 (??/??/92)  167.27   (m)          548.8    (f) COMPUTED    2 0
 LC0903
 LC0903.Superseded values are not recommended for survey control.
 LC0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0903.See file dsdata.txt to determine how the superseded data were derived.
 LC0903
 LC0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL041352(NAD 83)
 LC0903_MARKER: DB = BENCH MARK DISK
 LC0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0903_SP_SET: BRIDGE
 LC0903_STAMPING: F-30 1934
 LC0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0903
 LC0903  HISTORY     - Date     Condition        Report By
 LC0903  HISTORY     - 1934     MONUMENTED       CGS
 LC0903  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 LC0903
 LC0903                          STATION DESCRIPTION
 LC0903
 LC0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0903'AT WILBERN STATION.
 LC0903'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD 9 POLES SOUTHWEST
 LC0903'OF THE DEPOT, 4 POLES SOUTHWEST OF MILEPOST 121.  SET IN THE
 LC0903'NORTHWEST END OF THE NORTHEAST ABUTMENT OF BRIDGE 121-A, 12 FEET
 LC0903'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST TRACK, 2 FEET BELOW
 LC0903'RAIL LEVEL.
 LC0903
 LC0903                          STATION RECOVERY (1998)
 LC0903
 LC0903'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0904 ***********************************************************************
 LC0904  DESIGNATION -  F 30 RESET 1948
 LC0904  PID         -  LC0904
 LC0904  STATE/COUNTY-  IL/MARSHALL
 LC0904  USGS QUAD   -  WASHBURN (1972)
 LC0904
 LC0904                         *CURRENT SURVEY CONTROL
 LC0904  ___________________________________________________________________
 LC0904* NAD 83(1986)-  40 56 43.     (N)    089 19 38.     (W)     SCALED    
 LC0904* NAVD 88     -       168.44   (meters)     552.6    (feet)  RESET     
 LC0904  ___________________________________________________________________
 LC0904  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LC0904
 LC0904  VERT ORDER  -  THIRD
 LC0904
 LC0904.The horizontal coordinates were scaled from a topographic map and have
 LC0904.an estimated accuracy of +/- 6 seconds.
 LC0904
 LC0904.The orthometric height was computed from unverified reset data.
 LC0904.No vertical observational check was made to the station.
 LC0904
 LC0904.The geoid height was determined by GEOID03.
 LC0904
 LC0904;                    North         East    Units  Estimated Accuracy
 LC0904;SPC IL W     -   475,290.      770,680.      MT  (+/- 180 meters Scaled)
 LC0904
 LC0904                          SUPERSEDED SURVEY CONTROL
 LC0904
 LC0904  NGVD 29 (??/??/??)  168.52   (m)          552.9    (f) RESET       3  
 LC0904
 LC0904.Superseded values are not recommended for survey control.
 LC0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0904.See file dsdata.txt to determine how the superseded data were derived.
 LC0904
 LC0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL041352(NAD 83)
 LC0904_MARKER: DD = SURVEY DISK
 LC0904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0904_SP_SET: BRIDGE
 LC0904_STAMPING: F 30 RESET 1948
 LC0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0904
 LC0904  HISTORY     - Date     Condition        Report By
 LC0904  HISTORY     - 1948     MONUMENTED       ATSFRR
 LC0904  HISTORY     - 19981108 GOOD             USPSQD
 LC0904
 LC0904                          STATION DESCRIPTION
 LC0904
 LC0904'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1948
 LC0904'AT WILBERN.
 LC0904'AT WILBERN, MARSHALL COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 LC0904'FE RAILWAY, 9 POLES SOUTHWEST OF THE STATION, 4 POLES SOUTHWEST
 LC0904'OF MILEPOST 121, AT BRIDGE 121 A, IN THE TOP OF THE NORTHWEST END
 LC0904'OF THE NORTHEAST CONCRETE ABUTMENT, 10.5 FEET NORTHWEST OF THE
 LC0904'CENTERLINE OF THE NORTHWEST TRACK, AND ABOUT 2 FEET LOWER THAN
 LC0904'THE TRACK.
 LC0904
 LC0904                          STATION RECOVERY (1998)
 LC0904
 LC0904'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2118 ***********************************************************************
 LB2118  DESIGNATION -  F 300
 LB2118  PID         -  LB2118
 LB2118  STATE/COUNTY-  IL/VERMILION
 LB2118  USGS QUAD   -  DANVILLE SE (1978)
 LB2118
 LB2118                         *CURRENT SURVEY CONTROL
 LB2118  ___________________________________________________________________
 LB2118* NAD 83(1986)-  40 07 27.     (N)    087 37 25.     (W)     SCALED    
 LB2118* NAVD 88     -       181.553  (meters)     595.65   (feet)  ADJUSTED  
 LB2118  ___________________________________________________________________
 LB2118  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LB2118  DYNAMIC HT  -         181.463 (meters)     595.35  (feet)  COMP
 LB2118  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 LB2118
 LB2118  VERT ORDER  -  FIRST     CLASS II
 LB2118
 LB2118.The horizontal coordinates were scaled from a topographic map and have
 LB2118.an estimated accuracy of +/- 6 seconds.
 LB2118
 LB2118.The orthometric height was determined by differential leveling
 LB2118.and adjusted by the National Geodetic Survey in June 1991..
 LB2118
 LB2118.The geoid height was determined by GEOID03.
 LB2118
 LB2118.The dynamic height is computed by dividing the NAVD 88
 LB2118.geopotential number by the normal gravity value computed on the
 LB2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2118.degrees latitude (g = 980.6199 gals.).
 LB2118
 LB2118.The modeled gravity was interpolated from observed gravity values.
 LB2118
 LB2118;                    North         East    Units  Estimated Accuracy
 LB2118;SPC IL E     -   384,030.      360,500.      MT  (+/- 180 meters Scaled)
 LB2118
 LB2118                          SUPERSEDED SURVEY CONTROL
 LB2118
 LB2118.No superseded survey control is available for this station.
 LB2118
 LB2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK468417(NAD 83)
 LB2118_MARKER: I = METAL ROD
 LB2118_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2118_SP_SET: STAINLESS STEEL ROD
 LB2118_STAMPING: F 300 1986
 LB2118_MARK LOGO: NGS   
 LB2118_PROJECTION: FLUSH
 LB2118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2118_ROD/PIPE-DEPTH: 9.7  meters
 LB2118
 LB2118  HISTORY     - Date     Condition        Report By
 LB2118  HISTORY     - 1986     MONUMENTED       NGS
 LB2118
 LB2118                          STATION DESCRIPTION
 LB2118
 LB2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2118'IN DANVILLE.
 LB2118'IN DANVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 136 (MAIN STREET) AND
 LB2118'LAUHOFF STREET, 13.0 M (42.7 FT) WEST OF THE EXTENDED CENTER OF THE
 LB2118'STREET, 10.6 M (34.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.3 M
 LB2118'(14.1 FT) EAST OF THE NORTHEAST CORNER OF A BRICK BUILDING, AND 0.8 M
 LB2118'(2.6 FT) NORTHEAST OF THE NORTH END OF A CHAIN LINK FENCE.
 LB2118'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LB2118'THE MARK IS 1.1 METERS  NNE FROM  A WITNESS POST
 LB2118'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1645 ***********************************************************************
 LC1645  DESIGNATION -  F 301
 LC1645  PID         -  LC1645
 LC1645  STATE/COUNTY-  IL/CHAMPAIGN
 LC1645  USGS QUAD   -  ST JOSEPH (1968)
 LC1645
 LC1645                         *CURRENT SURVEY CONTROL
 LC1645  ___________________________________________________________________
 LC1645* NAD 83(1986)-  40 01 34.     (N)    088 05 38.     (W)     SCALED    
 LC1645* NAVD 88     -       202.805  (meters)     665.37   (feet)  ADJUSTED  
 LC1645  ___________________________________________________________________
 LC1645  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC1645  DYNAMIC HT  -         202.701 (meters)     665.03  (feet)  COMP
 LC1645  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 LC1645
 LC1645  VERT ORDER  -  FIRST     CLASS II
 LC1645
 LC1645.The horizontal coordinates were scaled from a topographic map and have
 LC1645.an estimated accuracy of +/- 6 seconds.
 LC1645
 LC1645.The orthometric height was determined by differential leveling
 LC1645.and adjusted by the National Geodetic Survey in June 1991..
 LC1645
 LC1645.The geoid height was determined by GEOID03.
 LC1645
 LC1645.The dynamic height is computed by dividing the NAVD 88
 LC1645.geopotential number by the normal gravity value computed on the
 LC1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1645.degrees latitude (g = 980.6199 gals.).
 LC1645
 LC1645.The modeled gravity was interpolated from observed gravity values.
 LC1645
 LC1645;                    North         East    Units  Estimated Accuracy
 LC1645;SPC IL E     -   372,930.      320,440.      MT  (+/- 180 meters Scaled)
 LC1645
 LC1645                          SUPERSEDED SURVEY CONTROL
 LC1645
 LC1645.No superseded survey control is available for this station.
 LC1645
 LC1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK066312(NAD 83)
 LC1645_MARKER: I = METAL ROD
 LC1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1645_SP_SET: STAINLESS STEEL ROD
 LC1645_STAMPING: F 301 1986
 LC1645_MARK LOGO: NGS   
 LC1645_PROJECTION: RECESSED 2 CENTIMETERS
 LC1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC1645+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 LC1645_ROD/PIPE-DEPTH: 11.0 meters
 LC1645
 LC1645  HISTORY     - Date     Condition        Report By
 LC1645  HISTORY     - 1986     MONUMENTED       NGS
 LC1645  HISTORY     - 19980406 GOOD             BCA
 LC1645  HISTORY     - 20051205 GOOD             ILDT
 LC1645
 LC1645                          STATION DESCRIPTION
 LC1645
 LC1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1645'12.1 KM (7.5 MI) WEST FROM HOMER.
 LC1645'12.1 KM (7.5 MI) WESTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH
 LC1645'JUNCTION WITH STATE HIGHWAY 49 IN HOMER, 30.9 M (101.4 FT)
 LC1645'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HARRISON RESIDENCE,
 LC1645'24.5 M (80.4 FT) NORTHEAST OF A UTILITY POLE, 17.3 M (56.8 FT) EAST OF
 LC1645'A CONCRETE RIGHT-OF-WAY POST, 8.4 M (27.6 FT) NORTH OF THE CENTERLINE
 LC1645'OF THE ROAD, AND 8.3 M (27.2 FT) WEST OF THE CENTER OF A DRIVEWAY.
 LC1645'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LC1645'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LC1645'THE MARK IS 0.4 M ABOVE THE ROAD.
 LC1645
 LC1645                          STATION RECOVERY (1998)
 LC1645
 LC1645'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LC1645'STATION IS 6.6 FT NORTHWEST OF A MAILBOX POST.  19.9 FT SOUTH OF A
 LC1645'WELL HEAD.  49.7 FT SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED.
 LC1645' 
 LC1645
 LC1645                          STATION RECOVERY (2005)
 LC1645
 LC1645'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0016 ***********************************************************************
 LD0016  DESIGNATION -  F 31
 LD0016  PID         -  LD0016
 LD0016  STATE/COUNTY-  IL/KNOX
 LD0016  USGS QUAD   -  WILLIAMSFIELD (1982)
 LD0016
 LD0016                         *CURRENT SURVEY CONTROL
 LD0016  ___________________________________________________________________
 LD0016* NAD 83(1986)-  40 55 18.     (N)    090 00 59.     (W)     SCALED    
 LD0016* NAVD 88     -       216.540  (meters)     710.43   (feet)  ADJUSTED  
 LD0016  ___________________________________________________________________
 LD0016  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0016  DYNAMIC HT  -         216.443 (meters)     710.11  (feet)  COMP
 LD0016  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 LD0016
 LD0016  VERT ORDER  -  SECOND    CLASS 0
 LD0016
 LD0016.The horizontal coordinates were scaled from a topographic map and have
 LD0016.an estimated accuracy of +/- 6 seconds.
 LD0016
 LD0016.The orthometric height was determined by differential leveling
 LD0016.and adjusted by the National Geodetic Survey in June 1991..
 LD0016
 LD0016.The geoid height was determined by GEOID03.
 LD0016
 LD0016.The dynamic height is computed by dividing the NAVD 88
 LD0016.geopotential number by the normal gravity value computed on the
 LD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0016.degrees latitude (g = 980.6199 gals.).
 LD0016
 LD0016.The modeled gravity was interpolated from observed gravity values.
 LD0016
 LD0016;                    North         East    Units  Estimated Accuracy
 LD0016;SPC IL W     -   472,340.      712,660.      MT  (+/- 180 meters Scaled)
 LD0016
 LD0016                          SUPERSEDED SURVEY CONTROL
 LD0016
 LD0016  NGVD 29 (??/??/92)  216.607  (m)          710.65   (f) ADJ UNCH    2 0
 LD0016
 LD0016.Superseded values are not recommended for survey control.
 LD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0016.See file dsdata.txt to determine how the superseded data were derived.
 LD0016
 LD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF512343(NAD 83)
 LD0016_MARKER: DB = BENCH MARK DISK
 LD0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0016_STAMPING: F 31 1934
 LD0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0016+STABILITY: SURFACE MOTION
 LD0016
 LD0016  HISTORY     - Date     Condition        Report By
 LD0016  HISTORY     - 1934     MONUMENTED       CGS
 LD0016  HISTORY     - 1942     GOOD             NGS
 LD0016  HISTORY     - 1977     MARK NOT FOUND   USGS
 LD0016  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 LD0016
 LD0016                          STATION DESCRIPTION
 LD0016
 LD0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0016'AT WILLIAMSFIELD.
 LD0016'AT WILLIAMSFIELD, KNOX COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 LD0016'FE RAILWAY, 3 POLES EAST OF THE STATION, AT THE SOUTHWEST CORNER
 LD0016'OF THE STANDARD OIL BULK PLANT, 50 FEET NORTH OF THE CENTERLINE
 LD0016'OF THE NORTH TRACK, AND 3 FEET SOUTHEAST OF A FENCE CORNER.  A
 LD0016'STANDARD DISK, STAMPED F 31 1934 AND SET IN THE TOP OF A CONCRETE
 LD0016'POST.
 LD0016
 LD0016                          STATION RECOVERY (1977)
 LD0016
 LD0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LD0016'MARK NOT FOUND.
 LD0016
 LD0016                          STATION RECOVERY (1997)
 LD0016
 LD0016'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0498 ***********************************************************************
 LD0498  DESIGNATION -  F 33
 LD0498  PID         -  LD0498
 LD0498  STATE/COUNTY-  IL/HENDERSON
 LD0498  USGS QUAD   -  LOMAX (1964)
 LD0498
 LD0498                         *CURRENT SURVEY CONTROL
 LD0498  ___________________________________________________________________
 LD0498* NAD 83(1986)-  40 39 49.     (N)    091 06 32.     (W)     SCALED    
 LD0498* NAVD 88     -       161.135  (meters)     528.66   (feet)  ADJUSTED  
 LD0498  ___________________________________________________________________
 LD0498  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0498  DYNAMIC HT  -         161.058 (meters)     528.40  (feet)  COMP
 LD0498  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 LD0498
 LD0498  VERT ORDER  -  SECOND    CLASS 0
 LD0498
 LD0498.The horizontal coordinates were scaled from a topographic map and have
 LD0498.an estimated accuracy of +/- 6 seconds.
 LD0498
 LD0498.The orthometric height was determined by differential leveling
 LD0498.and adjusted by the National Geodetic Survey in June 1991..
 LD0498
 LD0498.The geoid height was determined by GEOID03.
 LD0498
 LD0498.The dynamic height is computed by dividing the NAVD 88
 LD0498.geopotential number by the normal gravity value computed on the
 LD0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0498.degrees latitude (g = 980.6199 gals.).
 LD0498
 LD0498.The modeled gravity was interpolated from observed gravity values.
 LD0498
 LD0498;                    North         East    Units  Estimated Accuracy
 LD0498;SPC IL W     -   444,100.      620,330.      MT  (+/- 180 meters Scaled)
 LD0498
 LD0498                          SUPERSEDED SURVEY CONTROL
 LD0498
 LD0498  NGVD 29 (??/??/92)  161.185  (m)          528.82   (f) ADJ UNCH    2 0
 LD0498
 LD0498.Superseded values are not recommended for survey control.
 LD0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0498.See file dsdata.txt to determine how the superseded data were derived.
 LD0498
 LD0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF598031(NAD 83)
 LD0498_MARKER: DB = BENCH MARK DISK
 LD0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0498_STAMPING: F 33 1934
 LD0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0498+STABILITY: SURFACE MOTION
 LD0498
 LD0498  HISTORY     - Date     Condition        Report By
 LD0498  HISTORY     - 1934     MONUMENTED       CGS
 LD0498  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0498
 LD0498                          STATION DESCRIPTION
 LD0498
 LD0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0498'3.8 MI NE FROM DALLAS CITY.
 LD0498'IN HENDERSON COUNTY, 3.8 MILES NORTHEAST ALONG THE ATCHISON,
 LD0498'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT DALLAS CITY,
 LD0498'HANCOCK COUNTY, ONE POLE NORTHEAST OF MILEPOST 221, 66 FEET
 LD0498'NORTHEAST OF THE CENTER OF A PUBLIC ROAD CROSSING, 48 FEET
 LD0498'NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, AT A RIGHT-OF-WAY
 LD0498'FENCE CORNER, 2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 2.5
 LD0498'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 33 1934
 LD0498'AND SET IN THE TOP OF A CONCRETE POST.
 LD0498
 LD0498                          STATION RECOVERY (2001)
 LD0498
 LD0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0498'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0433 ***********************************************************************
 LD0433  DESIGNATION -  F 34
 LD0433  PID         -  LD0433
 LD0433  STATE/COUNTY-  IL/MCDONOUGH
 LD0433  USGS QUAD   -  BUSHNELL WEST (1974)
 LD0433
 LD0433                         *CURRENT SURVEY CONTROL
 LD0433  ___________________________________________________________________
 LD0433* NAD 83(1986)-  40 32 51.     (N)    090 30 42.     (W)     SCALED    
 LD0433* NAVD 88     -       195.601  (meters)     641.73   (feet)  ADJUSTED  
 LD0433  ___________________________________________________________________
 LD0433  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0433  DYNAMIC HT  -         195.506 (meters)     641.42  (feet)  COMP
 LD0433  MODELED GRAV-     980,135.3   (mgal)                       NAVD 88
 LD0433
 LD0433  VERT ORDER  -  SECOND    CLASS 0
 LD0433
 LD0433.The horizontal coordinates were scaled from a topographic map and have
 LD0433.an estimated accuracy of +/- 6 seconds.
 LD0433
 LD0433.The orthometric height was determined by differential leveling
 LD0433.and adjusted by the National Geodetic Survey in June 1991..
 LD0433
 LD0433.The geoid height was determined by GEOID03.
 LD0433
 LD0433.The dynamic height is computed by dividing the NAVD 88
 LD0433.geopotential number by the normal gravity value computed on the
 LD0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0433.degrees latitude (g = 980.6199 gals.).
 LD0433
 LD0433.The modeled gravity was interpolated from observed gravity values.
 LD0433
 LD0433;                    North         East    Units  Estimated Accuracy
 LD0433;SPC IL W     -   430,840.      670,780.      MT  (+/- 180 meters Scaled)
 LD0433
 LD0433                          SUPERSEDED SURVEY CONTROL
 LD0433
 LD0433  NGVD 29 (??/??/92)  195.671  (m)          641.96   (f) ADJ UNCH    2 0
 LD0433
 LD0433.Superseded values are not recommended for survey control.
 LD0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0433.See file dsdata.txt to determine how the superseded data were derived.
 LD0433
 LD0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE107915(NAD 83)
 LD0433_MARKER: DB = BENCH MARK DISK
 LD0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0433_STAMPING: F 34 1934
 LD0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0433+STABILITY: SURFACE MOTION
 LD0433
 LD0433  HISTORY     - Date     Condition        Report By
 LD0433  HISTORY     - 1934     MONUMENTED       CGS
 LD0433  HISTORY     - 1935     GOOD             NGS
 LD0433  HISTORY     - 1974     MARK NOT FOUND   USGS
 LD0433
 LD0433                          STATION DESCRIPTION
 LD0433
 LD0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0433'AT BUSHNELL.
 LD0433'AT BUSHNELL, MCDONOUGH  COUNTY, ON THE TOLEDO, PEORIA AND
 LD0433'WESTERN RAILROAD, 0.5 MILE SOUTHEAST OF THE STATION, AT POLE
 LD0433'170+15, 27 FEET NORTHEAST OF A POINT 105 FEET SOUTHEAST OF THE
 LD0433'CENTER OF A CROSSING OF STATE HIGHWAY 9, AND 2 FEET LOWER THAN
 LD0433'THE TRACK.  A STANDARD DISK, STAMPED F 34 1934 AND SET IN THE
 LD0433'TOP OF A CONCRETE POST.
 LD0433
 LD0433                          STATION RECOVERY (1974)
 LD0433
 LD0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0994 ***********************************************************************
 KB0994  DESIGNATION -  F 36
 KB0994  PID         -  KB0994
 KB0994  STATE/COUNTY-  IL/SANGAMON
 KB0994  USGS QUAD   -  ATHENS (1976)
 KB0994
 KB0994                         *CURRENT SURVEY CONTROL
 KB0994  ___________________________________________________________________
 KB0994* NAD 83(1986)-  39 55 17.     (N)    089 39 16.     (W)     SCALED    
 KB0994* NAVD 88     -       179.536  (meters)     589.03   (feet)  ADJUSTED  
 KB0994  ___________________________________________________________________
 KB0994  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KB0994  DYNAMIC HT  -         179.440 (meters)     588.71  (feet)  COMP
 KB0994  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 KB0994
 KB0994  VERT ORDER  -  SECOND    CLASS 0
 KB0994
 KB0994.The horizontal coordinates were scaled from a topographic map and have
 KB0994.an estimated accuracy of +/- 6 seconds.
 KB0994
 KB0994.The orthometric height was determined by differential leveling
 KB0994.and adjusted by the National Geodetic Survey in June 1991..
 KB0994
 KB0994.The geoid height was determined by GEOID03.
 KB0994
 KB0994.The dynamic height is computed by dividing the NAVD 88
 KB0994.geopotential number by the normal gravity value computed on the
 KB0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0994.degrees latitude (g = 980.6199 gals.).
 KB0994
 KB0994.The modeled gravity was interpolated from observed gravity values.
 KB0994
 KB0994;                    North         East    Units  Estimated Accuracy
 KB0994;SPC IL W     -   361,390.      743,790.      MT  (+/- 180 meters Scaled)
 KB0994
 KB0994                          SUPERSEDED SURVEY CONTROL
 KB0994
 KB0994  NGVD 29 (??/??/92)  179.635  (m)          589.35   (f) ADJ UNCH    2 0
 KB0994
 KB0994.Superseded values are not recommended for survey control.
 KB0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0994.See file dsdata.txt to determine how the superseded data were derived.
 KB0994
 KB0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK731224(NAD 83)
 KB0994_MARKER: DB = BENCH MARK DISK
 KB0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0994_STAMPING: F 36 1934
 KB0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0994+STABILITY: SURFACE MOTION
 KB0994
 KB0994  HISTORY     - Date     Condition        Report By
 KB0994  HISTORY     - 1934     MONUMENTED       CGS
 KB0994
 KB0994                          STATION DESCRIPTION
 KB0994
 KB0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0994'1.6 MI SE FROM CANTRALL.
 KB0994'1.6 MILES SOUTHEAST ALONG THE CHICAGO AND ILLINOIS MIDLAND
 KB0994'RAILWAY FROM THE STATION AT CANTRALL, SANGAMON COUNTY, 12 POLES
 KB0994'SOUTHEAST OF MILEPOST 78, 87 FEET SOUTHEAST OF THE CENTER OF
 KB0994'PUBLIC-ROAD CROSSING 784, 24 FEET SOUTHWEST OF THE CENTERLINE
 KB0994'OF THE TRACK, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET
 KB0994'NORTHEAST AND 5 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER,
 KB0994'5 FEET SOUTH OF A POLE, AND ABOUT ONE HALF FOOT LOWER THAN
 KB0994'THE TRACK.  A STANDARD DISK, STAMPED F 36 1934 AND SET IN THE
 KB0994'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1204 ***********************************************************************
 LC1204  DESIGNATION -  F 37
 LC1204  PID         -  LC1204
 LC1204  STATE/COUNTY-  IL/MASON
 LC1204  USGS QUAD   -  DELAVAN SOUTH (1980)
 LC1204
 LC1204                         *CURRENT SURVEY CONTROL
 LC1204  ___________________________________________________________________
 LC1204* NAD 83(1997)-  40 18 39.67700(N)    089 36 13.66065(W)     ADJUSTED  
 LC1204* NAVD 88     -       171.587  (meters)     562.95   (feet)  ADJUSTED  
 LC1204  ___________________________________________________________________
 LC1204  X           -      33,679.967 (meters)                     COMP
 LC1204  Y           -  -4,870,426.606 (meters)                     COMP
 LC1204  Z           -   4,104,470.414 (meters)                     COMP
 LC1204  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LC1204  ELLIP HEIGHT-         138.84  (meters)          (02/03/05) GPS OBS
 LC1204  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LC1204  DYNAMIC HT  -         171.502 (meters)     562.67  (feet)  COMP
 LC1204  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 LC1204
 LC1204  HORZ ORDER  -  FIRST
 LC1204  VERT ORDER  -  SECOND    CLASS 0
 LC1204  ELLP ORDER  -  FOURTH    CLASS II
 LC1204
 LC1204.The horizontal coordinates were established by GPS observations
 LC1204.and adjusted by the National Geodetic Survey in December 2004..
 LC1204
 LC1204.The orthometric height was determined by differential leveling
 LC1204.and adjusted by the National Geodetic Survey in June 1991..
 LC1204
 LC1204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1204
 LC1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1204
 LC1204.The ellipsoidal height was determined by GPS observations
 LC1204.and is referenced to NAD 83.
 LC1204
 LC1204.The geoid height was determined by GEOID03.
 LC1204
 LC1204.The dynamic height is computed by dividing the NAVD 88
 LC1204.geopotential number by the normal gravity value computed on the
 LC1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1204.degrees latitude (g = 980.6199 gals.).
 LC1204
 LC1204.The modeled gravity was interpolated from observed gravity values.
 LC1204
 LC1204;                    North         East     Units Scale Factor Converg.
 LC1204;SPC IL W     -   404,672.882   747,844.343   MT  0.99996934   +0 21 50.9
 LC1204;SPC IL W     - 1,327,664.28  2,453,552.65   sFT  0.99996934   +0 21 50.9
 LC1204;UTM  16      - 4,465,532.211   278,739.980   MT  1.00020268   -1 41 06.6
 LC1204
 LC1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1204!SPC IL W     -   0.99997822  x   0.99996934  =   0.99994756
 LC1204!UTM  16      -   0.99997822  x   1.00020268  =   1.00018090
 LC1204
 LC1204                          SUPERSEDED SURVEY CONTROL
 LC1204
 LC1204  ELLIP H (12/06/04)  138.86   (m)                       GP(       ) 4 1
 LC1204  NAVD 88 (12/06/04)  171.59   (m)          563.0    (f) LEVELING    3  
 LC1204  NGVD 29 (??/??/92)  171.683  (m)          563.26   (f) ADJ UNCH    2 0
 LC1204
 LC1204.Superseded values are not recommended for survey control.
 LC1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1204.See file dsdata.txt to determine how the superseded data were derived.
 LC1204
 LC1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK7874065532(NAD 83)
 LC1204_MARKER: DB = BENCH MARK DISK
 LC1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1204_SP_SET: CULVERT
 LC1204_STAMPING: F 37 1934
 LC1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1204+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 LC1204
 LC1204  HISTORY     - Date     Condition        Report By
 LC1204  HISTORY     - 1934     MONUMENTED       CGS
 LC1204  HISTORY     - 1954     GOOD             NGS
 LC1204  HISTORY     - 20040517 GOOD             ILDT
 LC1204
 LC1204                          STATION DESCRIPTION
 LC1204
 LC1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1204'AT SAN JOSE.
 LC1204'AT SAN JOSE, ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT
 LC1204'0.25 MILE NORTHWEST OF THE GRAIN ELEVATOR, ABOUT 4 TELEPHONE
 LC1204'POLES NORTHWEST OF A GRAVEL ROAD CROSSING, IN THE TOP AND IN
 LC1204'ANGLE OF AN L SHAPED CONCRETE HEAD WALL OF A TWIN 24-INCH IRON
 LC1204'PIPE CULVERT UNDER SIDE TRACK, 32 FEET SOUTHWEST AND ACROSS SIDE
 LC1204'TRACK FROM SOUTHWEST RAIL OF MAIN TRACK, 225 FEET SOUTHEAST OF
 LC1204'MILE POST 182, 245 FEET SOUTHEAST OF A SWITCH STAND, 7.8 FEET
 LC1204'SOUTHWEST OF SOUTHWEST RAIL OF SIDE TRACK AND ABOUT LEVEL WITH
 LC1204'TRACKS.
 LC1204
 LC1204                          STATION RECOVERY (2004)
 LC1204
 LC1204'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004
 LC1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1150 ***********************************************************************
 LC1150  DESIGNATION -  F 38
 LC1150  PID         -  LC1150
 LC1150  STATE/COUNTY-  IL/LOGAN
 LC1150  USGS QUAD   -  LINCOLN WEST (1996)
 LC1150
 LC1150                         *CURRENT SURVEY CONTROL
 LC1150  ___________________________________________________________________
 LC1150* NAD 83(1986)-  40 10 10.     (N)    089 29 00.     (W)     SCALED    
 LC1150* NAVD 88     -       173.923  (meters)     570.61   (feet)  ADJUSTED  
 LC1150  ___________________________________________________________________
 LC1150  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LC1150  DYNAMIC HT  -         173.834 (meters)     570.32  (feet)  COMP
 LC1150  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 LC1150
 LC1150  VERT ORDER  -  SECOND    CLASS 0
 LC1150
 LC1150.The horizontal coordinates were scaled from a topographic map and have
 LC1150.an estimated accuracy of +/- 6 seconds.
 LC1150
 LC1150.The orthometric height was determined by differential leveling
 LC1150.and adjusted by the National Geodetic Survey in June 1991..
 LC1150
 LC1150.The geoid height was determined by GEOID03.
 LC1150
 LC1150.The dynamic height is computed by dividing the NAVD 88
 LC1150.geopotential number by the normal gravity value computed on the
 LC1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1150.degrees latitude (g = 980.6199 gals.).
 LC1150
 LC1150.The modeled gravity was interpolated from observed gravity values.
 LC1150
 LC1150;                    North         East    Units  Estimated Accuracy
 LC1150;SPC IL W     -   389,030.      758,210.      MT  (+/- 180 meters Scaled)
 LC1150
 LC1150                          SUPERSEDED SURVEY CONTROL
 LC1150
 LC1150  NGVD 29 (??/??/92)  174.013  (m)          570.91   (f) ADJ UNCH    2 0
 LC1150
 LC1150.Superseded values are not recommended for survey control.
 LC1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1150.See file dsdata.txt to determine how the superseded data were derived.
 LC1150
 LC1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK885495(NAD 83)
 LC1150_MARKER: DB = BENCH MARK DISK
 LC1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1150_STAMPING: F 38 1934
 LC1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1150+STABILITY: SURFACE MOTION
 LC1150
 LC1150  HISTORY     - Date     Condition        Report By
 LC1150  HISTORY     - 1934     MONUMENTED       CGS
 LC1150  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC1150
 LC1150                          STATION DESCRIPTION
 LC1150
 LC1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1150'AT BURTONVIEW.
 LC1150'AT BURTONVIEW, LOGAN COUNTY, 100 FEET EAST OF THE ILLINOIS CENTRAL
 LC1150'RAILROAD STATION, 18 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LC1150'4 FEET WEST OF A POLE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 LC1150'DISK, STAMPED F 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LC1150
 LC1150                          STATION RECOVERY (1975)
 LC1150
 LC1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0214 ***********************************************************************
 LC0214  DESIGNATION -  F 40
 LC0214  PID         -  LC0214
 LC0214  STATE/COUNTY-  IL/FORD
 LC0214  USGS QUAD   -  PAXTON (1984)
 LC0214
 LC0214                         *CURRENT SURVEY CONTROL
 LC0214  ___________________________________________________________________
 LC0214* NAD 83(1986)-  40 27 43.     (N)    088 03 24.     (W)     SCALED    
 LC0214* NAVD 88     -       238.881  (meters)     783.73   (feet)  ADJUSTED  
 LC0214  ___________________________________________________________________
 LC0214  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LC0214  DYNAMIC HT  -         238.768 (meters)     783.36  (feet)  COMP
 LC0214  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 LC0214
 LC0214  VERT ORDER  -  SECOND    CLASS 0
 LC0214
 LC0214.The horizontal coordinates were scaled from a topographic map and have
 LC0214.an estimated accuracy of +/- 6 seconds.
 LC0214
 LC0214.The orthometric height was determined by differential leveling
 LC0214.and adjusted by the National Geodetic Survey in June 1991..
 LC0214
 LC0214.The geoid height was determined by GEOID03.
 LC0214
 LC0214.The dynamic height is computed by dividing the NAVD 88
 LC0214.geopotential number by the normal gravity value computed on the
 LC0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0214.degrees latitude (g = 980.6199 gals.).
 LC0214
 LC0214.The modeled gravity was interpolated from observed gravity values.
 LC0214
 LC0214;                    North         East    Units  Estimated Accuracy
 LC0214;SPC IL E     -   421,330.      323,470.      MT  (+/- 180 meters Scaled)
 LC0214
 LC0214                          SUPERSEDED SURVEY CONTROL
 LC0214
 LC0214  NGVD 29 (??/??/92)  238.939  (m)          783.92   (f) ADJ UNCH    2 0
 LC0214
 LC0214.Superseded values are not recommended for survey control.
 LC0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0214.See file dsdata.txt to determine how the superseded data were derived.
 LC0214
 LC0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK104795(NAD 83)
 LC0214_MARKER: DB = BENCH MARK DISK
 LC0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0214_SP_SET: CULVERT
 LC0214_STAMPING: F 40 1935
 LC0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0214
 LC0214  HISTORY     - Date     Condition        Report By
 LC0214  HISTORY     - 1935     MONUMENTED       CGS
 LC0214  HISTORY     - 1957     MARK NOT FOUND   USGS
 LC0214  HISTORY     - 1980     MARK NOT FOUND   USGS
 LC0214
 LC0214                          STATION DESCRIPTION
 LC0214
 LC0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LC0214'2.1 MI E FROM PAXTON.
 LC0214'2.1 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LC0214'FROM THE STATION AT PAXTON, FORD COUNTY, 2 POLES WEST OF MILEPOST
 LC0214'323, AT A TWIN 6-FOOT ARCH CULVET, IN THE TOP OF THE EAST END
 LC0214'OF THE SOUTH CONCRETE HEADWALL, 8 FEET SOUTH OF THE CENTERLINE OF
 LC0214'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 LC0214'DISK, STAMPED F 40 1935.  NOTE-- THE CONCRETE HEADWALL HAS BEEN
 LC0214'COVERED WITH TWO 12 X 12 WOODEN PLANKS.  THE BENCH MARK IS PROBABLY
 LC0214'THERE.
 LC0214
 LC0214                          STATION RECOVERY (1957)
 LC0214
 LC0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LC0214'MARK NOT FOUND.
 LC0214
 LC0214                          STATION RECOVERY (1980)
 LC0214
 LC0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LC0214'NEW BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1940 ***********************************************************************
 LB1940  DESIGNATION -  F 41
 LB1940  PID         -  LB1940
 LB1940  STATE/COUNTY-  IL/IROQUOIS
 LB1940  USGS QUAD   -  SHELDON (1980)
 LB1940
 LB1940                         *CURRENT SURVEY CONTROL
 LB1940  ___________________________________________________________________
 LB1940* NAD 83(1986)-  40 46 12.     (N)    087 31 33.     (W)     SCALED    
 LB1940* NAVD 88     -       207.274  (meters)     680.03   (feet)  ADJUSTED  
 LB1940  ___________________________________________________________________
 LB1940  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LB1940  DYNAMIC HT  -         207.180 (meters)     679.72  (feet)  COMP
 LB1940  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 LB1940
 LB1940  VERT ORDER  -  SECOND    CLASS 0
 LB1940
 LB1940.The horizontal coordinates were scaled from a topographic map and have
 LB1940.an estimated accuracy of +/- 6 seconds.
 LB1940
 LB1940.The orthometric height was determined by differential leveling
 LB1940.and adjusted by the National Geodetic Survey in June 1991..
 LB1940
 LB1940.The geoid height was determined by GEOID03.
 LB1940
 LB1940.The dynamic height is computed by dividing the NAVD 88
 LB1940.geopotential number by the normal gravity value computed on the
 LB1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1940.degrees latitude (g = 980.6199 gals.).
 LB1940
 LB1940.The modeled gravity was interpolated from observed gravity values.
 LB1940
 LB1940;                    North         East    Units  Estimated Accuracy
 LB1940;SPC IL E     -   455,810.      368,170.      MT  (+/- 180 meters Scaled)
 LB1940
 LB1940                          SUPERSEDED SURVEY CONTROL
 LB1940
 LB1940  NGVD 29 (??/??/92)  207.336  (m)          680.23   (f) ADJ UNCH    2 0
 LB1940
 LB1940.Superseded values are not recommended for survey control.
 LB1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1940.See file dsdata.txt to determine how the superseded data were derived.
 LB1940
 LB1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL556133(NAD 83)
 LB1940_MARKER: DB = BENCH MARK DISK
 LB1940_SETTING: 0 = UNSPECIFIED SETTING
 LB1940_STAMPING: F 41 1934
 LB1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1940
 LB1940  HISTORY     - Date     Condition        Report By
 LB1940  HISTORY     - 1934     MONUMENTED       CGS
 LB1940  HISTORY     - 1934     GOOD             NGS
 LB1940  HISTORY     - 1970     MARK NOT FOUND   NGS
 LB1940  HISTORY     - 1984     MARK NOT FOUND   NGS
 LB1940
 LB1940                          STATION DESCRIPTION
 LB1940
 LB1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LB1940'AT IROQUOIS CITY.
 LB1940'IN IROQUOIS CITY, ILLINOIS, 125 FEET WEST OF THE WEST END OF THE
 LB1940'TOLEDO, PEORIA AND WESTERN RAILROAD STATION AT EFFNER, NEWTON
 LB1940'COUNTY, INDIANA, 65 FEET WEST OF THE INDIANA-ILLINOIS STATE LINE,
 LB1940'54 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 5 FEET WEST OF A
 LB1940'TELEPHONE POLE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 LB1940'STAMPED F 41 1934.
 LB1940
 LB1940                          STATION RECOVERY (1970)
 LB1940
 LB1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB1940'MARK NOT FOUND.
 LB1940
 LB1940                          STATION RECOVERY (1984)
 LB1940
 LB1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LB1940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0038 ***********************************************************************
 LC0038  DESIGNATION -  F 42 RESET 1951
 LC0038  PID         -  LC0038
 LC0038  STATE/COUNTY-  IL/LIVINGSTON
 LC0038  USGS QUAD   -  CHATSWORTH NORTH (1983)
 LC0038
 LC0038                         *CURRENT SURVEY CONTROL
 LC0038  ___________________________________________________________________
 LC0038* NAD 83(1986)-  40 45 02.     (N)    088 20 17.     (W)     SCALED    
 LC0038* NAVD 88     -       229.59   (meters)     753.2    (feet)  RESET     
 LC0038  ___________________________________________________________________
 LC0038  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0038
 LC0038  VERT ORDER  -  THIRD
 LC0038
 LC0038.The horizontal coordinates were scaled from a topographic map and have
 LC0038.an estimated accuracy of +/- 6 seconds.
 LC0038
 LC0038.The orthometric height was computed from unverified reset data.
 LC0038.No vertical observational check was made to the station.
 LC0038
 LC0038.The geoid height was determined by GEOID03.
 LC0038
 LC0038;                    North         East    Units  Estimated Accuracy
 LC0038;SPC IL E     -   453,340.      299,600.      MT  (+/- 180 meters Scaled)
 LC0038
 LC0038                          SUPERSEDED SURVEY CONTROL
 LC0038
 LC0038  NGVD 29 (??/??/??)  229.65   (m)          753.4    (f) RESET       3  
 LC0038
 LC0038.Superseded values are not recommended for survey control.
 LC0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0038.See file dsdata.txt to determine how the superseded data were derived.
 LC0038
 LC0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL870119(NAD 83)
 LC0038_MARKER: DD = SURVEY DISK
 LC0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0038_STAMPING: F 42 RESET 1951
 LC0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0038+STABILITY: SURFACE MOTION
 LC0038
 LC0038  HISTORY     - Date     Condition        Report By
 LC0038  HISTORY     - 1951     MONUMENTED       ILHD
 LC0038  HISTORY     - 1980     MARK NOT FOUND   USGS
 LC0038  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LC0038
 LC0038                          STATION DESCRIPTION
 LC0038
 LC0038'DESCRIBED BY IL HIGHWAY DEPT 1951
 LC0038'2.3 MI W FROM CHATSWORTH.
 LC0038'2.3 MILES WEST OF CHATSWORTH, LIVINGSTON COUNTY, 891 FEET WEST
 LC0038'OF THE INTERSECTION OF SBI RT. 8 AND N.S. ROAD BETWEEN SEC. 5
 LC0038'AND SEC. 6 T 26N, R 8E, 3 P.M., 69 FEET SOUTH OF THE CENTERLINE
 LC0038'OF CONCRETE HIGHWAY PAVEMENT.
 LC0038
 LC0038                          STATION RECOVERY (1980)
 LC0038
 LC0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LC0038'MARK NOT FOUND.
 LC0038
 LC0038                          STATION RECOVERY (1984)
 LC0038
 LC0038'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LC0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0666 ***********************************************************************
 LC0666  DESIGNATION -  F 43
 LC0666  PID         -  LC0666
 LC0666  STATE/COUNTY-  IL/MCLEAN
 LC0666  USGS QUAD   -  GRIDLEY (1981)
 LC0666
 LC0666                         *CURRENT SURVEY CONTROL
 LC0666  ___________________________________________________________________
 LC0666* NAD 83(1986)-  40 44 26.     (N)    088 55 25.     (W)     SCALED    
 LC0666* NAVD 88     -       224.868  (meters)     737.75   (feet)  ADJUSTED  
 LC0666  ___________________________________________________________________
 LC0666  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LC0666  DYNAMIC HT  -         224.766 (meters)     737.42  (feet)  COMP
 LC0666  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 LC0666
 LC0666  VERT ORDER  -  SECOND    CLASS 0
 LC0666
 LC0666.The horizontal coordinates were scaled from a topographic map and have
 LC0666.an estimated accuracy of +/- 6 seconds.
 LC0666
 LC0666.The orthometric height was determined by differential leveling
 LC0666.and adjusted by the National Geodetic Survey in June 1991..
 LC0666
 LC0666.The geoid height was determined by GEOID03.
 LC0666
 LC0666.The dynamic height is computed by dividing the NAVD 88
 LC0666.geopotential number by the normal gravity value computed on the
 LC0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0666.degrees latitude (g = 980.6199 gals.).
 LC0666
 LC0666.The modeled gravity was interpolated from observed gravity values.
 LC0666
 LC0666;                    North         East    Units  Estimated Accuracy
 LC0666;SPC IL E     -   452,400.      250,140.      MT  (+/- 180 meters Scaled)
 LC0666
 LC0666                          SUPERSEDED SURVEY CONTROL
 LC0666
 LC0666  NGVD 29 (??/??/92)  224.908  (m)          737.89   (f) ADJ UNCH    2 0
 LC0666
 LC0666.Superseded values are not recommended for survey control.
 LC0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0666.See file dsdata.txt to determine how the superseded data were derived.
 LC0666
 LC0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL375117(NAD 83)
 LC0666_MARKER: DB = BENCH MARK DISK
 LC0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0666_STAMPING: F 43 1934
 LC0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0666+STABILITY: SURFACE MOTION
 LC0666
 LC0666  HISTORY     - Date     Condition        Report By
 LC0666  HISTORY     - 1934     MONUMENTED       CGS
 LC0666
 LC0666                          STATION DESCRIPTION
 LC0666
 LC0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0666'4.9 MI E FROM EL PASO.
 LC0666'IN MCLEAN  COUNTY, 4.9 MILES EAST ALONG THE TOLEDO, PEORIA AND
 LC0666'WESTERN RAILROAD FROM THE STATION AT EL PASO, WOODFORD COUNTY,
 LC0666'12 POLES WEST OF MILEPOST 73, 10 POLES EAST OF A PUBLIC-ROAD
 LC0666'CROSSING, 47 FEET NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET
 LC0666'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ONE FOOT BELOW THE LEVEL OF
 LC0666'THE TRACK.  A STANDARD DISK, STAMPED F 43 1934 AND SET IN THE TOP
 LC0666'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0084 ***********************************************************************
 LD0084  DESIGNATION -  F 44
 LD0084  PID         -  LD0084
 LD0084  STATE/COUNTY-  IL/KNOX
 LD0084  USGS QUAD   -  YATES CITY (1982)
 LD0084
 LD0084                         *CURRENT SURVEY CONTROL
 LD0084  ___________________________________________________________________
 LD0084* NAD 83(1986)-  40 46 37.     (N)    090 00 51.     (W)     SCALED    
 LD0084* NAVD 88     -       205.172  (meters)     673.14   (feet)  ADJUSTED  
 LD0084  ___________________________________________________________________
 LD0084  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0084  DYNAMIC HT  -         205.076 (meters)     672.82  (feet)  COMP
 LD0084  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 LD0084
 LD0084  VERT ORDER  -  SECOND    CLASS 0
 LD0084
 LD0084.The horizontal coordinates were scaled from a topographic map and have
 LD0084.an estimated accuracy of +/- 6 seconds.
 LD0084
 LD0084.The orthometric height was determined by differential leveling
 LD0084.and adjusted by the National Geodetic Survey in June 1991..
 LD0084
 LD0084.The geoid height was determined by GEOID03.
 LD0084
 LD0084.The dynamic height is computed by dividing the NAVD 88
 LD0084.geopotential number by the normal gravity value computed on the
 LD0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0084.degrees latitude (g = 980.6199 gals.).
 LD0084
 LD0084.The modeled gravity was interpolated from observed gravity values.
 LD0084
 LD0084;                    North         East    Units  Estimated Accuracy
 LD0084;SPC IL W     -   456,270.      712,870.      MT  (+/- 180 meters Scaled)
 LD0084
 LD0084                          SUPERSEDED SURVEY CONTROL
 LD0084
 LD0084  NGVD 29 (??/??/92)  205.258  (m)          673.42   (f) ADJ UNCH    2 0
 LD0084
 LD0084.Superseded values are not recommended for survey control.
 LD0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0084.See file dsdata.txt to determine how the superseded data were derived.
 LD0084
 LD0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF519182(NAD 83)
 LD0084_MARKER: DB = BENCH MARK DISK
 LD0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0084_STAMPING: F 44 1935
 LD0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0084+STABILITY: SURFACE MOTION
 LD0084
 LD0084  HISTORY     - Date     Condition        Report By
 LD0084  HISTORY     - 1935     MONUMENTED       CGS
 LD0084  HISTORY     - 1942     GOOD             NGS
 LD0084  HISTORY     - 1978     MARK NOT FOUND   USGS
 LD0084  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 LD0084
 LD0084                          STATION DESCRIPTION
 LD0084
 LD0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0084'AT YATES CITY.
 LD0084'AT YATES CITY, KNOX COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0084'RAILROAD, 183 FEET SOUTHWEST OF MILEPOST 47, 27 FEET NORTHWEST
 LD0084'OF A POINT 57 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING OF
 LD0084'THE SOUTHEAST TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 LD0084'STAMPED F 44 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0084
 LD0084                          STATION RECOVERY (1978)
 LD0084
 LD0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LD0084'MARK NOT FOUND.
 LD0084
 LD0084                          STATION RECOVERY (1997)
 LD0084
 LD0084'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0961 ***********************************************************************
 MF0961  DESIGNATION -  F 45
 MF0961  PID         -  MF0961
 MF0961  STATE/COUNTY-  IL/STARK
 MF0961  USGS QUAD   -  BRADFORD (1983)
 MF0961
 MF0961                         *CURRENT SURVEY CONTROL
 MF0961  ___________________________________________________________________
 MF0961* NAD 83(1986)-  41 14 02.     (N)    089 39 27.     (W)     SCALED    
 MF0961* NAVD 88     -       228.405  (meters)     749.36   (feet)  ADJUSTED  
 MF0961  ___________________________________________________________________
 MF0961  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0961  DYNAMIC HT  -         228.307 (meters)     749.04  (feet)  COMP
 MF0961  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 MF0961
 MF0961  VERT ORDER  -  SECOND    CLASS 0
 MF0961
 MF0961.The horizontal coordinates were scaled from a topographic map and have
 MF0961.an estimated accuracy of +/- 6 seconds.
 MF0961
 MF0961.The orthometric height was determined by differential leveling
 MF0961.and adjusted by the National Geodetic Survey in June 1991..
 MF0961
 MF0961.The geoid height was determined by GEOID03.
 MF0961
 MF0961.The dynamic height is computed by dividing the NAVD 88
 MF0961.geopotential number by the normal gravity value computed on the
 MF0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0961.degrees latitude (g = 980.6199 gals.).
 MF0961
 MF0961.The modeled gravity was interpolated from observed gravity values.
 MF0961
 MF0961;                    North         East    Units  Estimated Accuracy
 MF0961;SPC IL W     -   507,120.      742,690.      MT  (+/- 180 meters Scaled)
 MF0961
 MF0961                          SUPERSEDED SURVEY CONTROL
 MF0961
 MF0961  NGVD 29 (??/??/92)  228.479  (m)          749.60   (f) ADJ UNCH    2 0
 MF0961
 MF0961.Superseded values are not recommended for survey control.
 MF0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0961.See file dsdata.txt to determine how the superseded data were derived.
 MF0961
 MF0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL772681(NAD 83)
 MF0961_MARKER: DB = BENCH MARK DISK
 MF0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0961_STAMPING: F 45 1934
 MF0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0961+STABILITY: SURFACE MOTION
 MF0961
 MF0961  HISTORY     - Date     Condition        Report By
 MF0961  HISTORY     - 1934     MONUMENTED       CGS
 MF0961  HISTORY     - 1942     GOOD             NGS
 MF0961  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 MF0961
 MF0961                          STATION DESCRIPTION
 MF0961
 MF0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MF0961'0.9 MI N FROM LOMBARDVILLE.
 MF0961'0.9 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0961'FROM THE STATION AT LOMBARDVILLE, STARK COUNTY, AT THE STARK-BUREAU
 MF0961'COUNTY LINE, AT A ROAD CROSSING, 45 FEET NORTH OF THE CENTERLINE
 MF0961'OF THE ROAD, 45 FEET WEST OF THE CENTERLINE OF THE TRACK, 5 FEET
 MF0961'NORTHEAST OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE, AND ABOUT
 MF0961'2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 45 1934
 MF0961'AND SET IN THE TOP OF A CONCRETE POST.
 MF0961
 MF0961                          STATION RECOVERY (1997)
 MF0961
 MF0961'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1139 ***********************************************************************
 MF1139  DESIGNATION -  F 46
 MF1139  PID         -  MF1139
 MF1139  STATE/COUNTY-  IL/LEE
 MF1139  USGS QUAD   -  DIXON WEST (1983)
 MF1139
 MF1139                         *CURRENT SURVEY CONTROL
 MF1139  ___________________________________________________________________
 MF1139* NAD 83(1986)-  41 46 37.     (N)    089 36 38.     (W)     SCALED    
 MF1139* NAVD 88     -       198.134  (meters)     650.04   (feet)  ADJUSTED  
 MF1139  ___________________________________________________________________
 MF1139  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1139  DYNAMIC HT  -         198.063 (meters)     649.81  (feet)  COMP
 MF1139  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 MF1139
 MF1139  VERT ORDER  -  SECOND    CLASS 0
 MF1139
 MF1139.The horizontal coordinates were scaled from a topographic map and have
 MF1139.an estimated accuracy of +/- 6 seconds.
 MF1139
 MF1139.The orthometric height was determined by differential leveling
 MF1139.and adjusted by the National Geodetic Survey in June 1991..
 MF1139
 MF1139.The geoid height was determined by GEOID03.
 MF1139
 MF1139.The dynamic height is computed by dividing the NAVD 88
 MF1139.geopotential number by the normal gravity value computed on the
 MF1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1139.degrees latitude (g = 980.6199 gals.).
 MF1139
 MF1139.The modeled gravity was interpolated from observed gravity values.
 MF1139
 MF1139;                    North         East    Units  Estimated Accuracy
 MF1139;SPC IL W     -   567,460.      746,230.      MT  (+/- 180 meters Scaled)
 MF1139
 MF1139                          SUPERSEDED SURVEY CONTROL
 MF1139
 MF1139  NGVD 29 (??/??/92)  198.202  (m)          650.27   (f) ADJ UNCH    2 0
 MF1139
 MF1139.Superseded values are not recommended for survey control.
 MF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1139.See file dsdata.txt to determine how the superseded data were derived.
 MF1139
 MF1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM830283(NAD 83)
 MF1139_MARKER: DB = BENCH MARK DISK
 MF1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1139_STAMPING: F 46 1934
 MF1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1139+STABILITY: SURFACE MOTION
 MF1139
 MF1139  HISTORY     - Date     Condition        Report By
 MF1139  HISTORY     - 1934     MONUMENTED       CGS
 MF1139  HISTORY     - 1972     GOOD             NGS
 MF1139  HISTORY     - 19950802 GOOD             USPSQD
 MF1139  HISTORY     - 20020114 GOOD             NGS
 MF1139  HISTORY     - 20030423 GOOD             USPSQD
 MF1139
 MF1139                          STATION DESCRIPTION
 MF1139
 MF1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1139'1.6 MI S FROM NELSON.
 MF1139'1.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 MF1139'STATION AT NELSON, LEE COUNTY, AT A ROAD CROSSING, 33 FEET WEST OF
 MF1139'THE CENTERLINE OF THE WEST TRACK, 33 FEET NORTH OF THE CENTERLINE
 MF1139'OF THE ROAD, 4 FEET NORTH OF A FENCE CORNER, AND ABOUT 5 FEET LOWER
 MF1139'THAN THE TRACK.  A STANDARD DISK, STAMPED F 46 1934 AND SET IN THE
 MF1139'TOP OF A CONCRETE POST.
 MF1139
 MF1139                          STATION RECOVERY (1972)
 MF1139
 MF1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MF1139'RECOVERED IN GOOD CONDITION.
 MF1139
 MF1139                          STATION RECOVERY (1995)
 MF1139
 MF1139'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1139'RECOVERED IN GOOD CONDITION.
 MF1139
 MF1139                          STATION RECOVERY (2002)
 MF1139
 MF1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1139'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1139
 MF1139                          STATION RECOVERY (2003)
 MF1139
 MF1139'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0704 ***********************************************************************
 NH0704  DESIGNATION -  F 47
 NH0704  PID         -  NH0704
 NH0704  STATE/COUNTY-  IL/OGLE
 NH0704  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0704
 NH0704                         *CURRENT SURVEY CONTROL
 NH0704  ___________________________________________________________________
 NH0704* NAD 83(1986)-  42 12 02.     (N)    089 35 32.     (W)     SCALED    
 NH0704* NAVD 88     -       278.230  (meters)     912.83   (feet)  ADJUSTED  
 NH0704  ___________________________________________________________________
 NH0704  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NH0704  DYNAMIC HT  -         278.136 (meters)     912.52  (feet)  COMP
 NH0704  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 NH0704
 NH0704  VERT ORDER  -  SECOND    CLASS 0
 NH0704
 NH0704.The horizontal coordinates were scaled from a topographic map and have
 NH0704.an estimated accuracy of +/- 6 seconds.
 NH0704
 NH0704.The orthometric height was determined by differential leveling
 NH0704.and adjusted by the National Geodetic Survey in June 1991..
 NH0704
 NH0704.The geoid height was determined by GEOID03.
 NH0704
 NH0704.The dynamic height is computed by dividing the NAVD 88
 NH0704.geopotential number by the normal gravity value computed on the
 NH0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0704.degrees latitude (g = 980.6199 gals.).
 NH0704
 NH0704.The modeled gravity was interpolated from observed gravity values.
 NH0704
 NH0704;                    North         East    Units  Estimated Accuracy
 NH0704;SPC IL W     -   614,520.      747,440.      MT  (+/- 180 meters Scaled)
 NH0704
 NH0704                          SUPERSEDED SURVEY CONTROL
 NH0704
 NH0704  NGVD 29 (??/??/92)  278.315  (m)          913.11   (f) ADJ UNCH    2 0
 NH0704
 NH0704.Superseded values are not recommended for survey control.
 NH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0704.See file dsdata.txt to determine how the superseded data were derived.
 NH0704
 NH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM859752(NAD 83)
 NH0704_MARKER: DB = BENCH MARK DISK
 NH0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0704_STAMPING: F 47 1934
 NH0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0704+STABILITY: SURFACE MOTION
 NH0704
 NH0704  HISTORY     - Date     Condition        Report By
 NH0704  HISTORY     - 1934     MONUMENTED       CGS
 NH0704  HISTORY     - 1947     GOOD             NGS
 NH0704  HISTORY     - 19960503 GOOD             USPSQD
 NH0704  HISTORY     - 20010813 MARK NOT FOUND   USPSQD
 NH0704  HISTORY     - 20050205 GOOD             USPSQD
 NH0704
 NH0704                          STATION DESCRIPTION
 NH0704
 NH0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NH0704'AT BAILEYVILLE.
 NH0704'AT BAILEYVILLE, OGLE COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 NH0704'11 POLES NORTH OF THE STATION, AT THE STEPHENSON-OGLE COUNTY
 NH0704'LINE, AT A ROAD CROSSING, 38 FEET WEST OF THE CENTERLINE OF THE
 NH0704'TRACK, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT
 NH0704'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 47
 NH0704'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NH0704
 NH0704                          STATION RECOVERY (1996)
 NH0704
 NH0704'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0704'RECOVERED IN GOOD CONDITION.
 NH0704
 NH0704                          STATION RECOVERY (2001)
 NH0704
 NH0704'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0704'MARK NOT FOUND.
 NH0704
 NH0704                          STATION RECOVERY (2005)
 NH0704
 NH0704'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1128 ***********************************************************************
 MF1128  DESIGNATION -  F 48
 MF1128  PID         -  MF1128
 MF1128  STATE/COUNTY-  IL/LEE
 MF1128  USGS QUAD   -  HAHNAMAN (1982)
 MF1128
 MF1128                         *CURRENT SURVEY CONTROL
 MF1128  ___________________________________________________________________
 MF1128* NAD 83(1986)-  41 44 46.     (N)    089 37 54.     (W)     SCALED    
 MF1128* NAVD 88     -       199.418  (meters)     654.26   (feet)  ADJUSTED  
 MF1128  ___________________________________________________________________
 MF1128  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1128  DYNAMIC HT  -         199.346 (meters)     654.02  (feet)  COMP
 MF1128  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 MF1128
 MF1128  VERT ORDER  -  SECOND    CLASS 0
 MF1128
 MF1128.The horizontal coordinates were scaled from a topographic map and have
 MF1128.an estimated accuracy of +/- 6 seconds.
 MF1128
 MF1128.The orthometric height was determined by differential leveling
 MF1128.and adjusted by the National Geodetic Survey in June 1991..
 MF1128.WARNING-Repeat measurements at this control monument indicate possible
 MF1128.vertical movement.
 MF1128
 MF1128.The geoid height was determined by GEOID03.
 MF1128
 MF1128.The dynamic height is computed by dividing the NAVD 88
 MF1128.geopotential number by the normal gravity value computed on the
 MF1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1128.degrees latitude (g = 980.6199 gals.).
 MF1128
 MF1128.The modeled gravity was interpolated from observed gravity values.
 MF1128
 MF1128;                    North         East    Units  Estimated Accuracy
 MF1128;SPC IL W     -   564,020.      744,500.      MT  (+/- 180 meters Scaled)
 MF1128
 MF1128                          SUPERSEDED SURVEY CONTROL
 MF1128
 MF1128  NGVD 29 (??/??/92)  199.484  (m)          654.47   (f) ADJ UNCH    2 0
 MF1128
 MF1128.Superseded values are not recommended for survey control.
 MF1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1128.See file dsdata.txt to determine how the superseded data were derived.
 MF1128
 MF1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM811249(NAD 83)
 MF1128_MARKER: DB = BENCH MARK DISK
 MF1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1128_STAMPING: F 48 1934
 MF1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1128+STABILITY: SURFACE MOTION
 MF1128
 MF1128  HISTORY     - Date     Condition        Report By
 MF1128  HISTORY     - 1934     MONUMENTED       CGS
 MF1128  HISTORY     - 1966     GOOD             NGS
 MF1128  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 MF1128  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1128  HISTORY     - 20030605 MARK NOT FOUND   USPSQD
 MF1128
 MF1128                          STATION DESCRIPTION
 MF1128
 MF1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MF1128'AT STONES.
 MF1128'AT STONES, LEE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MF1128'AT A ROAD CROSSING, 54 FEET NORTHWEST OF THE CENTERLINE OF THE
 MF1128'ROAD, 30 FEET NORTHEAST OF THE CENTERLINE OF THE TRACKS, 5 FEET
 MF1128'NORTHWEST OF A FENCE CORNER, AND 3 FEET SOUTHWEST OF THE FENCE.
 MF1128'A STANDARD DISK, STAMPED F 48 1934 AND SET IN THE TOP OF A CONCRETE
 MF1128'POST.
 MF1128
 MF1128                          STATION RECOVERY (1995)
 MF1128
 MF1128'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1128'MARK NOT FOUND.
 MF1128
 MF1128                          STATION RECOVERY (2002)
 MF1128
 MF1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1128
 MF1128                          STATION RECOVERY (2003)
 MF1128
 MF1128'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0637 ***********************************************************************
 MF0637  DESIGNATION -  F 49
 MF0637  PID         -  MF0637
 MF0637  STATE/COUNTY-  IL/LA SALLE
 MF0637  USGS QUAD   -  MENDOTA EAST (1993)
 MF0637
 MF0637                         *CURRENT SURVEY CONTROL
 MF0637  ___________________________________________________________________
 MF0637* NAD 83(1997)-  41 34 13.25601(N)    089 02 03.11436(W)     ADJUSTED  
 MF0637* NAVD 88     -       221.264  (meters)     725.93   (feet)  ADJUSTED  
 MF0637  ___________________________________________________________________
 MF0637  X           -      80,551.959 (meters)                     COMP
 MF0637  Y           -  -4,778,259.125 (meters)                     COMP
 MF0637  Z           -   4,210,145.720 (meters)                     COMP
 MF0637  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 MF0637  ELLIP HEIGHT-         188.18  (meters)          (02/03/05) GPS OBS
 MF0637  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF0637  DYNAMIC HT  -         221.179 (meters)     725.65  (feet)  COMP
 MF0637  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 MF0637
 MF0637  HORZ ORDER  -  FIRST
 MF0637  VERT ORDER  -  SECOND    CLASS 0
 MF0637  ELLP ORDER  -  FOURTH    CLASS II
 MF0637
 MF0637.The horizontal coordinates were established by GPS observations
 MF0637.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0637
 MF0637.The orthometric height was determined by differential leveling
 MF0637.and adjusted by the National Geodetic Survey in June 1991..
 MF0637
 MF0637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0637
 MF0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0637
 MF0637.The ellipsoidal height was determined by GPS observations
 MF0637.and is referenced to NAD 83.
 MF0637
 MF0637.The geoid height was determined by GEOID03.
 MF0637
 MF0637.The dynamic height is computed by dividing the NAVD 88
 MF0637.geopotential number by the normal gravity value computed on the
 MF0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0637.degrees latitude (g = 980.6199 gals.).
 MF0637
 MF0637.The modeled gravity was interpolated from observed gravity values.
 MF0637
 MF0637;                    North         East     Units Scale Factor Converg.
 MF0637;SPC IL E     -   544,620.070   241,545.107   MT  1.00001703   -0 27 54.2
 MF0637;SPC IL E     - 1,786,807.68    792,469.24   sFT  1.00001703   -0 27 54.2
 MF0637;UTM  16      - 4,604,072.509   330,399.702   MT  0.99995399   -1 21 00.3
 MF0637
 MF0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0637!SPC IL E     -   0.99997048  x   1.00001703  =   0.99998751
 MF0637!UTM  16      -   0.99997048  x   0.99995399  =   0.99992448
 MF0637
 MF0637                          SUPERSEDED SURVEY CONTROL
 MF0637
 MF0637  ELLIP H (03/04/03)  188.21   (m)                       GP(       ) 4 2
 MF0637  NAVD 88 (03/04/03)  221.26   (m)          725.9    (f) LEVELING    3  
 MF0637  NGVD 29 (??/??/92)  221.33   (m)          726.1    (f) COMPUTED    2 0
 MF0637
 MF0637.Superseded values are not recommended for survey control.
 MF0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0637.See file dsdata.txt to determine how the superseded data were derived.
 MF0637
 MF0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3040004073(NAD 83)
 MF0637_MARKER: DB = BENCH MARK DISK
 MF0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0637_STAMPING: F 49 1934
 MF0637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MF0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0637+STABILITY: SURFACE MOTION
 MF0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0637+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 MF0637
 MF0637  HISTORY     - Date     Condition        Report By
 MF0637  HISTORY     - 1934     MONUMENTED       CGS
 MF0637  HISTORY     - 1960     GOOD             NGS
 MF0637  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0637  HISTORY     - 200205   GOOD             ASCPC
 MF0637  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0637
 MF0637                          STATION DESCRIPTION
 MF0637
 MF0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0637'AT MERIDEN.
 MF0637'AT MERIDEN, AT THE CROSSING OF A BLACK TOP ROAD, IN S-19, R-2E,
 MF0637'T-36N, ACROSS THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0637'TRACK FROM THE 6TH. POLE EAST-NORTHEAST OF MERIDEN STATION,
 MF0637'(MILEAGE POLE 78+8), 33 FEET NORTHWEST OF THE NORTHWEST RAIL
 MF0637'OF NORTHWEST TRACK, 36 FEET NORTHEAST OF A SWITCH STAND FOR
 MF0637'SPUR TRACK TO CATTLE PEN AND ELEVATOR, 38 FEET WEST-NORTHWEST
 MF0637'OF WARNING CROSSING SIGNAL, 19 FEET WEST OF TELEPHONE POLE
 MF0637'R 2, 50 FEET WEST OF THE CENTER LINE OF BLACK TOP ROAD, ABOUT
 MF0637'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 MF0637'OF A CONCRETE POST PROJECTING 3 INCHES.
 MF0637
 MF0637                          STATION RECOVERY (1997)
 MF0637
 MF0637'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0637'MARK NOT FOUND.
 MF0637
 MF0637                          STATION RECOVERY (2002)
 MF0637
 MF0637'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0637'RECOVERED AS DESCRIBED
 MF0637' 
 MF0637'
 MF0637
 MF0637                          STATION RECOVERY (2002)
 MF0637
 MF0637'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0212 ***********************************************************************
 NH0212  DESIGNATION -  F 50
 NH0212  PID         -  NH0212
 NH0212  STATE/COUNTY-  IL/DE KALB
 NH0212  USGS QUAD   -  GENOA (1975)
 NH0212
 NH0212                         *CURRENT SURVEY CONTROL
 NH0212  ___________________________________________________________________
 NH0212* NAD 83(1986)-  42 00 30.     (N)    088 41 32.     (W)     SCALED    
 NH0212* NAVD 88     -       256.129  (meters)     840.32   (feet)  ADJUSTED  
 NH0212  ___________________________________________________________________
 NH0212  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NH0212  DYNAMIC HT  -         256.042 (meters)     840.03  (feet)  COMP
 NH0212  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 NH0212
 NH0212  VERT ORDER  -  SECOND    CLASS 0
 NH0212
 NH0212.The horizontal coordinates were scaled from a topographic map and have
 NH0212.an estimated accuracy of +/- 6 seconds.
 NH0212
 NH0212.The orthometric height was determined by differential leveling
 NH0212.and adjusted by the National Geodetic Survey in June 1991..
 NH0212
 NH0212.The geoid height was determined by GEOID03.
 NH0212
 NH0212.The dynamic height is computed by dividing the NAVD 88
 NH0212.geopotential number by the normal gravity value computed on the
 NH0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0212.degrees latitude (g = 980.6199 gals.).
 NH0212
 NH0212.The modeled gravity was interpolated from observed gravity values.
 NH0212
 NH0212;                    North         East    Units  Estimated Accuracy
 NH0212;SPC IL E     -   593,090.      270,270.      MT  (+/- 180 meters Scaled)
 NH0212
 NH0212                          SUPERSEDED SURVEY CONTROL
 NH0212
 NH0212  NGVD 29 (??/??/92)  256.170  (m)          840.45   (f) ADJ UNCH    2 0
 NH0212
 NH0212.Superseded values are not recommended for survey control.
 NH0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0212.See file dsdata.txt to determine how the superseded data were derived.
 NH0212
 NH0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM598520(NAD 83)
 NH0212_MARKER: DB = BENCH MARK DISK
 NH0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0212_STAMPING: F 50 1934
 NH0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0212+STABILITY: SURFACE MOTION
 NH0212
 NH0212  HISTORY     - Date     Condition        Report By
 NH0212  HISTORY     - 1934     MONUMENTED       CGS
 NH0212  HISTORY     - 1972     MARK NOT FOUND   NGS
 NH0212  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 NH0212
 NH0212                          STATION DESCRIPTION
 NH0212
 NH0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0212'1.4 MI N FROM SYCAMORE.
 NH0212'1.4 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED CHICAGO
 NH0212'AND NORTH WESTERN RAILWAY FROM THE STATION AT SYCAMORE, DE KALB
 NH0212'COUNTY, AT A ROAD CROSSING, 42 FEET EAST OF THE CENTERLINE OF THE
 NH0212'OLD ROADBED, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 8 FEET
 NH0212'WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 18 INCHES LOWER THAN
 NH0212'THE OLD ROADBED.  A STANDARD DISK STAMPED F 50 1934 AND SET IN
 NH0212'THE TOP OF A CONCRETE POST.  NOTE-- THERE IS A HOUSING PROJECT
 NH0212'AND A NEW SCHOOL IN THE VICINITY.
 NH0212
 NH0212                          STATION RECOVERY (1972)
 NH0212
 NH0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NH0212'MARK NOT FOUND.
 NH0212
 NH0212                          STATION RECOVERY (1996)
 NH0212
 NH0212'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0859 ***********************************************************************
 MF0859  DESIGNATION -  F 51
 MF0859  PID         -  MF0859
 MF0859  STATE/COUNTY-  IL/BUREAU
 MF0859  USGS QUAD   -  PRINCETON SOUTH (1979)
 MF0859
 MF0859                         *CURRENT SURVEY CONTROL
 MF0859  ___________________________________________________________________
 MF0859* NAD 83(1986)-  41 17 31.     (N)    089 22 45.     (W)     SCALED    
 MF0859* NAVD 88     -       141.582  (meters)     464.51   (feet)  ADJUSTED  
 MF0859  ___________________________________________________________________
 MF0859  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF0859  DYNAMIC HT  -         141.524 (meters)     464.32  (feet)  COMP
 MF0859  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MF0859
 MF0859  VERT ORDER  -  FIRST     CLASS II
 MF0859
 MF0859.The horizontal coordinates were scaled from a topographic map and have
 MF0859.an estimated accuracy of +/- 6 seconds.
 MF0859
 MF0859.The orthometric height was determined by differential leveling
 MF0859.and adjusted by the National Geodetic Survey in June 1991..
 MF0859
 MF0859.The geoid height was determined by GEOID03.
 MF0859
 MF0859.The dynamic height is computed by dividing the NAVD 88
 MF0859.geopotential number by the normal gravity value computed on the
 MF0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0859.degrees latitude (g = 980.6199 gals.).
 MF0859
 MF0859.The modeled gravity was interpolated from observed gravity values.
 MF0859
 MF0859;                    North         East    Units  Estimated Accuracy
 MF0859;SPC IL W     -   513,750.      765,960.      MT  (+/- 180 meters Scaled)
 MF0859
 MF0859                          SUPERSEDED SURVEY CONTROL
 MF0859
 MF0859  NGVD 29 (??/??/92)  141.648  (m)          464.72   (f) ADJ UNCH    1 2
 MF0859
 MF0859.Superseded values are not recommended for survey control.
 MF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0859.See file dsdata.txt to determine how the superseded data were derived.
 MF0859
 MF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL007738(NAD 83)
 MF0859_MARKER: DB = BENCH MARK DISK
 MF0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0859_SP_SET: CULVERT
 MF0859_STAMPING: F 51 1934
 MF0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0859
 MF0859  HISTORY     - Date     Condition        Report By
 MF0859  HISTORY     - 1934     MONUMENTED       CGS
 MF0859  HISTORY     - 1960     GOOD             NGS
 MF0859  HISTORY     - 19960406 GOOD             USPSQD
 MF0859  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF0859  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 MF0859
 MF0859                          STATION DESCRIPTION
 MF0859
 MF0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0859'0.8 MI W FROM BUREAU.
 MF0859'ABOUT 0.85 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0859'RAILROAD FROM THE STATION AT BUREAU, 0.4 MILE WEST OF STATE HIGHWAY
 MF0859'29 OVERPASS OVER THE TRACK, ABOUT 8 RAILS NORTHWEST OF MILEPOST
 MF0859'115, SET IN TOP OF THE NORTHEAST HEAD WALL OF A 10-FOOT CONCRETE
 MF0859'BOX CULVERT, 24 FEET NORTHEAST OF AND ACROSS A SIDE TRACK FROM THE
 MF0859'NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, 5 FEET NORTHWEST
 MF0859'OF THE SOUTHEAST END OF THE HEAD WALL, 1/2 FOOT SOUTHWEST OF
 MF0859'THE NORTHEAST EDGE OF THE HEAD WALL, 3 1/2 FEET BELOW THE
 MF0859'LEVEL OF THE TRACK.
 MF0859
 MF0859                          STATION RECOVERY (1996)
 MF0859
 MF0859'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0859'RECOVERED IN GOOD CONDITION.
 MF0859
 MF0859                          STATION RECOVERY (2001)
 MF0859
 MF0859'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0859'MARK NOT FOUND.
 MF0859
 MF0859                          STATION RECOVERY (2005)
 MF0859
 MF0859'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0077 ***********************************************************************
 MG0077  DESIGNATION -  F 52
 MG0077  PID         -  MG0077
 MG0077  STATE/COUNTY-  IL/HENRY
 MG0077  USGS QUAD   -  ATKINSON (1991)
 MG0077
 MG0077                         *CURRENT SURVEY CONTROL
 MG0077  ___________________________________________________________________
 MG0077* NAD 83(1986)-  41 26 17.     (N)    090 05 10.     (W)     SCALED    
 MG0077* NAVD 88     -       194.621  (meters)     638.52   (feet)  ADJUSTED  
 MG0077  ___________________________________________________________________
 MG0077  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MG0077  DYNAMIC HT  -         194.545 (meters)     638.27  (feet)  COMP
 MG0077  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 MG0077
 MG0077  VERT ORDER  -  SECOND    CLASS 0
 MG0077
 MG0077.The horizontal coordinates were scaled from a topographic map and have
 MG0077.an estimated accuracy of +/- 6 seconds.
 MG0077
 MG0077.The orthometric height was determined by differential leveling
 MG0077.and adjusted by the National Geodetic Survey in June 1991..
 MG0077
 MG0077.The geoid height was determined by GEOID03.
 MG0077
 MG0077.The dynamic height is computed by dividing the NAVD 88
 MG0077.geopotential number by the normal gravity value computed on the
 MG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0077.degrees latitude (g = 980.6199 gals.).
 MG0077
 MG0077.The modeled gravity was interpolated from observed gravity values.
 MG0077
 MG0077;                    North         East    Units  Estimated Accuracy
 MG0077;SPC IL W     -   529,680.      706,730.      MT  (+/- 180 meters Scaled)
 MG0077
 MG0077                          SUPERSEDED SURVEY CONTROL
 MG0077
 MG0077  NGVD 29 (??/??/92)  194.705  (m)          638.79   (f) ADJ UNCH    2 0
 MG0077
 MG0077.Superseded values are not recommended for survey control.
 MG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0077.See file dsdata.txt to determine how the superseded data were derived.
 MG0077
 MG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF434914(NAD 83)
 MG0077_MARKER: DB = BENCH MARK DISK
 MG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0077_STAMPING: F 52 1934
 MG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0077+STABILITY: SURFACE MOTION
 MG0077
 MG0077  HISTORY     - Date     Condition        Report By
 MG0077  HISTORY     - 1934     MONUMENTED       CGS
 MG0077  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0077  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 MG0077  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MG0077  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MG0077
 MG0077                          STATION DESCRIPTION
 MG0077
 MG0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0077'3.6 MI E FROM GENESEO.
 MG0077'3.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0077'RAILWAY FROM THE STATION AT GENESEO, HENRY COUNTY, 4 POLES
 MG0077'WEST OF POLE 155+20, AT A ROAD CROSSING, 42 FEET WEST OF THE
 MG0077'CENTERLINE OF THE ROAD, 24 FEET NORTH OF THE CENTERLINE OF
 MG0077'THE TRACK, 8 FEET SOUTH OF A FENCE, AND ABOUT 2 FEET ABOVE THE
 MG0077'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED F 52 1934 AND
 MG0077'SET IN THE TOP OF A CONCRETE POST.
 MG0077
 MG0077                          STATION RECOVERY (1988)
 MG0077
 MG0077'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0077'MARK NOT FOUND.
 MG0077
 MG0077                          STATION RECOVERY (1996)
 MG0077
 MG0077'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0077'MARK NOT FOUND.
 MG0077
 MG0077                          STATION RECOVERY (2001)
 MG0077
 MG0077'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0077'MARK NOT FOUND.
 MG0077
 MG0077                          STATION RECOVERY (2004)
 MG0077
 MG0077'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0051 ***********************************************************************
 MG0051  DESIGNATION -  F 53
 MG0051  PID         -  MG0051
 MG0051  STATE/COUNTY-  IL/HENRY
 MG0051  USGS QUAD   -  GREEN ROCK (1992)
 MG0051
 MG0051                         *CURRENT SURVEY CONTROL
 MG0051  ___________________________________________________________________
 MG0051* NAD 83(1986)-  41 24 44.     (N)    090 22 25.     (W)     SCALED    
 MG0051* NAVD 88     -       195.494  (meters)     641.38   (feet)  ADJUSTED  
 MG0051  ___________________________________________________________________
 MG0051  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0051  DYNAMIC HT  -         195.418 (meters)     641.13  (feet)  COMP
 MG0051  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 MG0051
 MG0051  VERT ORDER  -  SECOND    CLASS 0
 MG0051
 MG0051.The horizontal coordinates were scaled from a topographic map and have
 MG0051.an estimated accuracy of +/- 6 seconds.
 MG0051
 MG0051.The orthometric height was determined by differential leveling
 MG0051.and adjusted by the National Geodetic Survey in June 1991..
 MG0051.WARNING-Repeat measurements at this control monument indicate possible
 MG0051.vertical movement.
 MG0051
 MG0051.The geoid height was determined by GEOID03.
 MG0051
 MG0051.The dynamic height is computed by dividing the NAVD 88
 MG0051.geopotential number by the normal gravity value computed on the
 MG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0051.degrees latitude (g = 980.6199 gals.).
 MG0051
 MG0051.The modeled gravity was interpolated from observed gravity values.
 MG0051
 MG0051;                    North         East    Units  Estimated Accuracy
 MG0051;SPC IL W     -   526,820.      682,700.      MT  (+/- 180 meters Scaled)
 MG0051
 MG0051                          SUPERSEDED SURVEY CONTROL
 MG0051
 MG0051  NGVD 29 (??/??/92)  195.573  (m)          641.64   (f) ADJ UNCH    2 0
 MG0051
 MG0051.Superseded values are not recommended for survey control.
 MG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0051.See file dsdata.txt to determine how the superseded data were derived.
 MG0051
 MG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF195878(NAD 83)
 MG0051_MARKER: DB = BENCH MARK DISK
 MG0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0051_STAMPING: F 53 1934
 MG0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0051+STABILITY: SURFACE MOTION
 MG0051
 MG0051  HISTORY     - Date     Condition        Report By
 MG0051  HISTORY     - 1934     MONUMENTED       CGS
 MG0051  HISTORY     - 1959     GOOD             NGS
 MG0051  HISTORY     - 19960715 MARK NOT FOUND   USPSQD
 MG0051  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MG0051  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0051
 MG0051                          STATION DESCRIPTION
 MG0051
 MG0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0051'AT WARNER.
 MG0051'AT WARNER, ABOUT 5 TELEPHONE POLE NORTH OF THE STATION SIGN,
 MG0051'AT A ROAD CROSSING THE CHICAGO, BURLINGTON AND QUINCY RIALROAD,
 MG0051'37 FEET EAST OF THE EAST RAIL, 30 FEET NORTH OF THE CENTER
 MG0051'LINE OF THE ROAD, 4 FEET NORTH OF A CONCRETE FENCE CORNER POST,
 MG0051'1 FOOT WEST OF FENCE LINE, ABOUT 3 FEET BELOW THE LEVEL OF THE
 MG0051'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MG0051
 MG0051                          STATION RECOVERY (1996)
 MG0051
 MG0051'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0051'MARK NOT FOUND.
 MG0051
 MG0051                          STATION RECOVERY (2001)
 MG0051
 MG0051'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0051'MARK NOT FOUND.
 MG0051
 MG0051                          STATION RECOVERY (2004)
 MG0051
 MG0051'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0005 ***********************************************************************
 LD0005  DESIGNATION -  F 54
 LD0005  PID         -  LD0005
 LD0005  STATE/COUNTY-  IL/KNOX
 LD0005  USGS QUAD   -  ABINGDON (1982)
 LD0005
 LD0005                         *CURRENT SURVEY CONTROL
 LD0005  ___________________________________________________________________
 LD0005* NAD 83(1986)-  40 50 57.     (N)    090 23 41.     (W)     SCALED    
 LD0005* NAVD 88     -       231.275  (meters)     758.77   (feet)  ADJUSTED  
 LD0005  ___________________________________________________________________
 LD0005  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0005  DYNAMIC HT  -         231.168 (meters)     758.42  (feet)  COMP
 LD0005  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 LD0005
 LD0005  VERT ORDER  -  SECOND    CLASS 0
 LD0005
 LD0005.The horizontal coordinates were scaled from a topographic map and have
 LD0005.an estimated accuracy of +/- 6 seconds.
 LD0005
 LD0005.The orthometric height was determined by differential leveling
 LD0005.and adjusted by the National Geodetic Survey in June 1991..
 LD0005
 LD0005.The geoid height was determined by GEOID03.
 LD0005
 LD0005.The dynamic height is computed by dividing the NAVD 88
 LD0005.geopotential number by the normal gravity value computed on the
 LD0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0005.degrees latitude (g = 980.6199 gals.).
 LD0005
 LD0005.The modeled gravity was interpolated from observed gravity values.
 LD0005
 LD0005;                    North         East    Units  Estimated Accuracy
 LD0005;SPC IL W     -   464,300.      680,770.      MT  (+/- 180 meters Scaled)
 LD0005
 LD0005                          SUPERSEDED SURVEY CONTROL
 LD0005
 LD0005  NGVD 29 (??/??/92)  231.332  (m)          758.96   (f) ADJ UNCH    2 0
 LD0005
 LD0005.Superseded values are not recommended for survey control.
 LD0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0005.See file dsdata.txt to determine how the superseded data were derived.
 LD0005
 LD0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF196252(NAD 83)
 LD0005_MARKER: DB = BENCH MARK DISK
 LD0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0005_STAMPING: F 54 1934
 LD0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0005+STABILITY: SURFACE MOTION
 LD0005
 LD0005  HISTORY     - Date     Condition        Report By
 LD0005  HISTORY     - 1934     MONUMENTED       CGS
 LD0005  HISTORY     - 1935     GOOD             NGS
 LD0005  HISTORY     - 19971112 GOOD             USPSQD
 LD0005
 LD0005                          STATION DESCRIPTION
 LD0005
 LD0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0005'3 MI N FROM ABINGDON.
 LD0005'3.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0005'FROM THE STATION AT ABINGDON, KNOX COUNTY, AT A ROAD CROSSING, 28
 LD0005'FEET NORTH OF THE CENTERLINE OF THE ROAD, 21 FEET EAST OF THE
 LD0005'CENTERLINE OF THE EAST TRACK, AND LEVEL WITH THE TRACK.  A
 LD0005'STANDARD DISK, STAMPED F 54 1934 AND SET IN THE TOP OF A CONCRETE
 LD0005'POST.
 LD0005
 LD0005                          STATION RECOVERY (1997)
 LD0005
 LD0005'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0328 ***********************************************************************
 LD0328  DESIGNATION -  F 56
 LD0328  PID         -  LD0328
 LD0328  STATE/COUNTY-  IL/SCHUYLER
 LD0328  USGS QUAD   -  RAY (1981)
 LD0328
 LD0328                         *CURRENT SURVEY CONTROL
 LD0328  ___________________________________________________________________
 LD0328* NAD 83(1986)-  40 07 56.     (N)    090 25 33.     (W)     SCALED    
 LD0328* NAVD 88     -       161.882  (meters)     531.11   (feet)  ADJUSTED  
 LD0328  ___________________________________________________________________
 LD0328  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0328  DYNAMIC HT  -         161.797 (meters)     530.83  (feet)  COMP
 LD0328  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LD0328
 LD0328  VERT ORDER  -  SECOND    CLASS 0
 LD0328
 LD0328.The horizontal coordinates were scaled from a topographic map and have
 LD0328.an estimated accuracy of +/- 6 seconds.
 LD0328
 LD0328.The orthometric height was determined by differential leveling
 LD0328.and adjusted by the National Geodetic Survey in June 1991..
 LD0328
 LD0328.The geoid height was determined by GEOID03.
 LD0328
 LD0328.The dynamic height is computed by dividing the NAVD 88
 LD0328.geopotential number by the normal gravity value computed on the
 LD0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0328.degrees latitude (g = 980.6199 gals.).
 LD0328
 LD0328.The modeled gravity was interpolated from observed gravity values.
 LD0328
 LD0328;                    North         East    Units  Estimated Accuracy
 LD0328;SPC IL W     -   384,700.      677,910.      MT  (+/- 180 meters Scaled)
 LD0328
 LD0328                          SUPERSEDED SURVEY CONTROL
 LD0328
 LD0328  NGVD 29 (??/??/92)  161.983  (m)          531.44   (f) ADJ UNCH    2 0
 LD0328
 LD0328.Superseded values are not recommended for survey control.
 LD0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0328.See file dsdata.txt to determine how the superseded data were derived.
 LD0328
 LD0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE193456(NAD 83)
 LD0328_MARKER: DB = BENCH MARK DISK
 LD0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0328_STAMPING: F 56 1935
 LD0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0328+STABILITY: SURFACE MOTION
 LD0328
 LD0328  HISTORY     - Date     Condition        Report By
 LD0328  HISTORY     - 1935     MONUMENTED       CGS
 LD0328
 LD0328                          STATION DESCRIPTION
 LD0328
 LD0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0328'4.8 MI N FROM FREDERICK.
 LD0328'4.8 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0328'FROM THE UNDERPASS OF STATE HIGHWAY 100 AT FREDERICK, SCHUYLER
 LD0328'COUNTY, 10-1/2 POLES SOUTH OF MILEPOST 126, 240 FEET SOUTH OF
 LD0328'BRIDGE 125.74, 18 FEET WEST OF THE CENTERLINE OF THE TRACK, 15
 LD0328'FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD, AND 2-1/2 FEET
 LD0328'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 56 1935 AND
 LD0328'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0065 ***********************************************************************
 NJ0065  DESIGNATION -  F 57
 NJ0065  PID         -  NJ0065
 NJ0065  STATE/COUNTY-  IL/CARROLL
 NJ0065  USGS QUAD   -  SAVANNA (1990)
 NJ0065
 NJ0065                         *CURRENT SURVEY CONTROL
 NJ0065  ___________________________________________________________________
 NJ0065* NAD 83(1986)-  42 05 52.     (N)    090 09 28.     (W)     SCALED    
 NJ0065* NAVD 88     -       182.489  (meters)     598.72   (feet)  ADJUSTED  
 NJ0065  ___________________________________________________________________
 NJ0065  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NJ0065  DYNAMIC HT  -         182.427 (meters)     598.51  (feet)  COMP
 NJ0065  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 NJ0065
 NJ0065  VERT ORDER  -  FIRST     CLASS I
 NJ0065
 NJ0065.The horizontal coordinates were scaled from a topographic map and have
 NJ0065.an estimated accuracy of +/- 6 seconds.
 NJ0065
 NJ0065.The orthometric height was determined by differential leveling
 NJ0065.and adjusted by the National Geodetic Survey in June 1991..
 NJ0065.WARNING-Repeat measurements at this control monument indicate possible
 NJ0065.vertical movement.
 NJ0065
 NJ0065.The geoid height was determined by GEOID03.
 NJ0065
 NJ0065.The dynamic height is computed by dividing the NAVD 88
 NJ0065.geopotential number by the normal gravity value computed on the
 NJ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0065.degrees latitude (g = 980.6199 gals.).
 NJ0065
 NJ0065.The modeled gravity was interpolated from observed gravity values.
 NJ0065
 NJ0065;                    North         East    Units  Estimated Accuracy
 NJ0065;SPC IL W     -   602,940.      700,740.      MT  (+/- 180 meters Scaled)
 NJ0065
 NJ0065                          SUPERSEDED SURVEY CONTROL
 NJ0065
 NJ0065  NGVD 29 (??/??/92)  182.521  (m)          598.82   (f) ADJ UNCH    1 1
 NJ0065
 NJ0065.Superseded values are not recommended for survey control.
 NJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0065.See file dsdata.txt to determine how the superseded data were derived.
 NJ0065
 NJ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350645(NAD 83)
 NJ0065_MARKER: DB = BENCH MARK DISK
 NJ0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0065_SP_SET: BUILDING
 NJ0065_STAMPING: F 57 1934
 NJ0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0065
 NJ0065  HISTORY     - Date     Condition        Report By
 NJ0065  HISTORY     - 1934     MONUMENTED       CGS
 NJ0065  HISTORY     - 1970     GOOD             NGS
 NJ0065  HISTORY     - 1977     GOOD             LOCSUR
 NJ0065  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NJ0065  HISTORY     - 19950524 MARK NOT FOUND   USPSQD
 NJ0065  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NJ0065  HISTORY     - 20030923 MARK NOT FOUND   USPSQD
 NJ0065
 NJ0065                          STATION DESCRIPTION
 NJ0065
 NJ0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0065'0.4 MI W FROM SAVANNA.
 NJ0065'ABOUT 0.2 MILE WEST ALONG MADISON STREET FROM THE POST OFFICE
 NJ0065'AT SAVANNA, THENCE 0.25 MILE NORTH ALONG THE CHICAGO, BURLINGTON
 NJ0065'AND QUINCY RAILROAD, 29 FEET EAST OF THE EAST RAIL OF THE MAIN
 NJ0065'TRACK, SET VERTICALLY IN THE WEST BRICK FACE OF THE RAILROAD
 NJ0065'STATION TICKET OFFICE, 0.8 FOOT SOUTH OF THE SOUTH EDGE OF THE
 NJ0065'MIDDLE TICKET OFFICE WINDOW, AND 4.7 FEET ABOVE THE LEVEL OF THE
 NJ0065'PLATFORM.  SEC 4, T24N, R3E.  NOTE-- THE CHICAGO, BURLINGTON
 NJ0065'AND QUINCY RAILROAD IS NOW THE BURLINGTON NORTHERN RAILROAD.
 NJ0065
 NJ0065                          STATION RECOVERY (1977)
 NJ0065
 NJ0065'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NJ0065'RECOVERED IN GOOD CONDITION.
 NJ0065
 NJ0065                          STATION RECOVERY (1988)
 NJ0065
 NJ0065'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0065'MARK NOT FOUND.
 NJ0065
 NJ0065                          STATION RECOVERY (1995)
 NJ0065
 NJ0065'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0065'MARK NOT FOUND.
 NJ0065
 NJ0065                          STATION RECOVERY (2001)
 NJ0065
 NJ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0065'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0065
 NJ0065                          STATION RECOVERY (2003)
 NJ0065
 NJ0065'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0065'RAILROAD TICKET OFFICE BUILDING DESTROYED. STATION PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1865 ***********************************************************************
 ME1865  DESIGNATION -  F 6
 ME1865  PID         -  ME1865
 ME1865  STATE/COUNTY-  IL/COOK
 ME1865  USGS QUAD   -  LAKE CALUMET (1997)
 ME1865
 ME1865                         *CURRENT SURVEY CONTROL
 ME1865  ___________________________________________________________________
 ME1865* NAD 83(1986)-  41 43 12.     (N)    087 32 38.     (W)     SCALED    
 ME1865* NAVD 88     -       185.504  (meters)     608.61   (feet)  ADJUSTED  
 ME1865  ___________________________________________________________________
 ME1865  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1865  DYNAMIC HT  -         185.439 (meters)     608.39  (feet)  COMP
 ME1865  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 ME1865
 ME1865  VERT ORDER  -  FIRST     CLASS I
 ME1865
 ME1865.The horizontal coordinates were scaled from a topographic map and have
 ME1865.an estimated accuracy of +/- 6 seconds.
 ME1865
 ME1865.The orthometric height was determined by differential leveling
 ME1865.and adjusted by the National Geodetic Survey in June 1991..
 ME1865
 ME1865.The geoid height was determined by GEOID03.
 ME1865
 ME1865.The dynamic height is computed by dividing the NAVD 88
 ME1865.geopotential number by the normal gravity value computed on the
 ME1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1865.degrees latitude (g = 980.6199 gals.).
 ME1865
 ME1865.The modeled gravity was interpolated from observed gravity values.
 ME1865
 ME1865;                    North         East    Units  Estimated Accuracy
 ME1865;SPC IL E     -   561,310.      365,690.      MT  (+/- 180 meters Scaled)
 ME1865
 ME1865                          SUPERSEDED SURVEY CONTROL
 ME1865
 ME1865  NGVD 29 (??/??/92)  185.612  (m)          608.96   (f) ADJ UNCH    1 1
 ME1865
 ME1865.Superseded values are not recommended for survey control.
 ME1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1865.See file dsdata.txt to determine how the superseded data were derived.
 ME1865
 ME1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM547188(NAD 83)
 ME1865_MARKER: DB = BENCH MARK DISK
 ME1865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1865_SP_SET: WALL
 ME1865_STAMPING: F 6 1916 ELEV 609.106 FT
 ME1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1865
 ME1865  HISTORY     - Date     Condition        Report By
 ME1865  HISTORY     - 1916     MONUMENTED       CGS
 ME1865  HISTORY     - 1968     GOOD             NGS
 ME1865  HISTORY     - 1977     GOOD             NGS
 ME1865  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1865  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1865
 ME1865                          STATION DESCRIPTION
 ME1865
 ME1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1865'AT CHICAGO.
 ME1865'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, NEAR THE WEST SIDE
 ME1865'OF THE CALUMET RIVER, BETWEEN THE TWO MAIN TRACKS, SET ON THE
 ME1865'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE WALL ALONG
 ME1865'THE NORTHEAST SIDE OF STEPS LEADING DOWN TO A BATTERY HOUSE, 43.5
 ME1865'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE NORTHEAST TRACK, 27
 ME1865'FEET NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST RAILROAD
 ME1865'BRIDGE OVER THE CALUMET RIVER, 15 FEET NORTHEAST OF THE NORTHEAST
 ME1865'RAIL OF THE SOUTHWEST TRACK AND ABOUT LEVEL WITH THE TRACK.
 ME1865'SEC, T 37N, R 15 E.
 ME1865
 ME1865                          STATION RECOVERY (1977)
 ME1865
 ME1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1865'RECOVERED IN GOOD CONDITION.
 ME1865
 ME1865                          STATION RECOVERY (1987)
 ME1865
 ME1865'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJH)
 ME1865'MARK NOT FOUND.
 ME1865
 ME1865                          STATION RECOVERY (1992)
 ME1865
 ME1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1865'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0628 ***********************************************************************
 MF0628  DESIGNATION -  F 7 RESET 1953
 MF0628  PID         -  MF0628
 MF0628  STATE/COUNTY-  IL/LA SALLE
 MF0628  USGS QUAD   -  MENDOTA EAST (1993)
 MF0628
 MF0628                         *CURRENT SURVEY CONTROL
 MF0628  ___________________________________________________________________
 MF0628* NAD 83(1986)-  41 32 51.     (N)    089 07 12.     (W)     SCALED    
 MF0628* NAVD 88     -       227.462  (meters)     746.26   (feet)  ADJUSTED  
 MF0628  ___________________________________________________________________
 MF0628  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0628  DYNAMIC HT  -         227.374 (meters)     745.98  (feet)  COMP
 MF0628  MODELED GRAV-     980,232.0   (mgal)                       NAVD 88
 MF0628
 MF0628  VERT ORDER  -  FIRST     CLASS I
 MF0628
 MF0628.The horizontal coordinates were scaled from a topographic map and have
 MF0628.an estimated accuracy of +/- 6 seconds.
 MF0628
 MF0628.The orthometric height was determined by differential leveling
 MF0628.and adjusted by the National Geodetic Survey in June 1991..
 MF0628
 MF0628.The geoid height was determined by GEOID03.
 MF0628
 MF0628.The dynamic height is computed by dividing the NAVD 88
 MF0628.geopotential number by the normal gravity value computed on the
 MF0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0628.degrees latitude (g = 980.6199 gals.).
 MF0628
 MF0628.The modeled gravity was interpolated from observed gravity values.
 MF0628
 MF0628;                    North         East    Units  Estimated Accuracy
 MF0628;SPC IL E     -   542,140.      234,370.      MT  (+/- 180 meters Scaled)
 MF0628
 MF0628                          SUPERSEDED SURVEY CONTROL
 MF0628
 MF0628  NGVD 29 (??/??/92)  227.504  (m)          746.40   (f) ADJ UNCH    1 1
 MF0628
 MF0628.Superseded values are not recommended for survey control.
 MF0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0628.See file dsdata.txt to determine how the superseded data were derived.
 MF0628
 MF0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM231017(NAD 83)
 MF0628_MARKER: DB = BENCH MARK DISK
 MF0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0628_SP_SET: STEP
 MF0628_STAMPING: F 7 RESET 1953
 MF0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0628+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 MF0628
 MF0628  HISTORY     - Date     Condition        Report By
 MF0628  HISTORY     - 1953     MONUMENTED       CGS
 MF0628  HISTORY     - 1969     GOOD             NGS
 MF0628  HISTORY     - 19970618 GOOD             USPSQD
 MF0628  HISTORY     - 20020619 GOOD             USPSQD
 MF0628
 MF0628                          STATION DESCRIPTION
 MF0628
 MF0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0628'0.3 MI SW FROM MENDOTA.
 MF0628'ABOUT 0.15 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0628'THE RAILROAD STATION AT MENDOTA, THENCE 0.15 MILE WEST ALONG
 MF0628'WASHINGTON STREET, 98 FEET SOUTH OF THE CENTER LINE OF THE
 MF0628'STREET, SET IN THE TOP AND 6 INCHES NORTH OF THE SOUTH END
 MF0628'OF THE SEVENTH STEP ABOVE THE SIDEWALK AT THE EAST ENTRANCE
 MF0628'TO GRAVES PUBLIC LIBRARY, 285 FEET SOUTHWEST AND ACROSS THE
 MF0628'STREET FROM THE POST OFFICE, 265 FEET WEST OF THE CENTER
 MF0628'LINE OF PARK PLACE, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 MF0628'THE SIDEWALK.  SEC 33, T 36N, R 1E.
 MF0628
 MF0628                          STATION RECOVERY (1997)
 MF0628
 MF0628'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0628'RECOVERED IN GOOD CONDITION.
 MF0628
 MF0628                          STATION RECOVERY (2002)
 MF0628
 MF0628'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0628'STRUCTURE IS NOW THE HUME-CARNEGIE MUSEUM
 MF0628' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0307 ***********************************************************************
 KC0307  DESIGNATION -  F 79
 KC0307  PID         -  KC0307
 KC0307  STATE/COUNTY-  IL/PIKE
 KC0307  USGS QUAD   -  HULL (1993)
 KC0307
 KC0307                         *CURRENT SURVEY CONTROL
 KC0307  ___________________________________________________________________
 KC0307* NAD 83(1986)-  39 42 20.     (N)    091 12 25.     (W)     SCALED    
 KC0307* NAVD 88     -       142.498  (meters)     467.51   (feet)  ADJUSTED  
 KC0307  ___________________________________________________________________
 KC0307  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0307  DYNAMIC HT  -         142.421 (meters)     467.26  (feet)  COMP
 KC0307  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 KC0307
 KC0307  VERT ORDER  -  SECOND    CLASS 0
 KC0307
 KC0307.The horizontal coordinates were scaled from a topographic map and have
 KC0307.an estimated accuracy of +/- 6 seconds.
 KC0307
 KC0307.The orthometric height was determined by differential leveling
 KC0307.and adjusted by the National Geodetic Survey in June 1991..
 KC0307
 KC0307.The geoid height was determined by GEOID03.
 KC0307
 KC0307.The dynamic height is computed by dividing the NAVD 88
 KC0307.geopotential number by the normal gravity value computed on the
 KC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0307.degrees latitude (g = 980.6199 gals.).
 KC0307
 KC0307.The modeled gravity was interpolated from observed gravity values.
 KC0307
 KC0307;                    North         East    Units  Estimated Accuracy
 KC0307;SPC IL W     -   337,810.      610,790.      MT  (+/- 180 meters Scaled)
 KC0307
 KC0307                          SUPERSEDED SURVEY CONTROL
 KC0307
 KC0307  NGVD 29 (??/??/92)  142.576  (m)          467.77   (f) ADJ UNCH    2 0
 KC0307
 KC0307.Superseded values are not recommended for survey control.
 KC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0307.See file dsdata.txt to determine how the superseded data were derived.
 KC0307
 KC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD537966(NAD 83)
 KC0307_MARKER: DB = BENCH MARK DISK
 KC0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0307_STAMPING: F 79 1935
 KC0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0307+STABILITY: SURFACE MOTION
 KC0307
 KC0307  HISTORY     - Date     Condition        Report By
 KC0307  HISTORY     - 1935     MONUMENTED       CGS
 KC0307  HISTORY     - 1960     GOOD             NGS
 KC0307
 KC0307                          STATION DESCRIPTION
 KC0307
 KC0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0307'AT HULLS.
 KC0307'AT HULLS, PIKE COUNTY, AT MILEAGE 506.1, AT THE INTERSECTION OF
 KC0307'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AND THE WABASH
 KC0307'RAILWAY, 68 FEET WEST OF THE WABASH RAILWAY STATION, 38 FEET
 KC0307'NORTH OF THE CENTERLINE OF THE WABASH RAILWAY TRACK, AND 25 FEET
 KC0307'WEST OF THE CENTERLINE OF THE CHICAGO, BURLINGTON AND QUINCY
 KC0307'RAILROAD TRACK.  A STANDARD DISK, STAMPED F 79 1935 AND SET IN
 KC0307'THE TOP OF A CONCRETE POST.  NOTE-- THE RR IS NOW USING AN OLD
 KC0307'BOX CAR FOR A STATION.
 KC0307
 KC0307                          STATION RECOVERY (1960)
 KC0307
 KC0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KC0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0760 ***********************************************************************
 KB0760  DESIGNATION -  F 8
 KB0760  PID         -  KB0760
 KB0760  STATE/COUNTY-  IL/CHRISTIAN
 KB0760  USGS QUAD   -  PANA (1982)
 KB0760
 KB0760                         *CURRENT SURVEY CONTROL
 KB0760  ___________________________________________________________________
 KB0760* NAD 83(1986)-  39 22 59.     (N)    089 04 48.     (W)     SCALED    
 KB0760* NAVD 88     -       216.943  (meters)     711.75   (feet)  ADJUSTED  
 KB0760  ___________________________________________________________________
 KB0760  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0760  DYNAMIC HT  -         216.812 (meters)     711.32  (feet)  COMP
 KB0760  MODELED GRAV-     980,021.9   (mgal)                       NAVD 88
 KB0760
 KB0760  VERT ORDER  -  FIRST     CLASS II
 KB0760
 KB0760.The horizontal coordinates were scaled from a topographic map and have
 KB0760.an estimated accuracy of +/- 6 seconds.
 KB0760
 KB0760.The orthometric height was determined by differential leveling
 KB0760.and adjusted by the National Geodetic Survey in June 1991..
 KB0760
 KB0760.The geoid height was determined by GEOID03.
 KB0760
 KB0760.The dynamic height is computed by dividing the NAVD 88
 KB0760.geopotential number by the normal gravity value computed on the
 KB0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0760.degrees latitude (g = 980.6199 gals.).
 KB0760
 KB0760.The modeled gravity was interpolated from observed gravity values.
 KB0760
 KB0760;                    North         East    Units  Estimated Accuracy
 KB0760;SPC IL W     -   302,060.      793,620.      MT  (+/- 180 meters Scaled)
 KB0760
 KB0760                          SUPERSEDED SURVEY CONTROL
 KB0760
 KB0760  NGVD 29 (??/??/92)  217.022  (m)          712.01   (f) ADJ UNCH    1 2
 KB0760
 KB0760.Superseded values are not recommended for survey control.
 KB0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0760.See file dsdata.txt to determine how the superseded data were derived.
 KB0760
 KB0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ208613(NAD 83)
 KB0760_MARKER: DB = BENCH MARK DISK
 KB0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0760_SP_SET: STEP
 KB0760_STAMPING: F 8 1920
 KB0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0760
 KB0760  HISTORY     - Date     Condition        Report By
 KB0760  HISTORY     - 1920     MONUMENTED       CGS
 KB0760  HISTORY     - 1969     GOOD             NGS
 KB0760  HISTORY     - 1976     GOOD             NGS
 KB0760
 KB0760                          STATION DESCRIPTION
 KB0760
 KB0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0760'0.6 MI SE FROM PANA.
 KB0760'ABOUT 0.4 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0760'THE RAILROAD SWITCH CONTROL TOWER AT PANA, THENCE 0.2 MILE EAST
 KB0760'ALONG E. SIXTH STREET, 126 FEET NORTH OF THE NORTH CURB OF THE
 KB0760'STREET, SET IN THE TOP OF THE SOUTH END OF THE BOTTOM CONCRETE
 KB0760'STEP AT THE MOST SOUTHERLY ENTRANCE ON THE EAST SIDE OF THE
 KB0760'JUNIOR HIGH SCHOOL BUILDING, 70 FEET WEST OF THE WEST CURB OF
 KB0760'S. POPLAR STREET, 27 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 KB0760'BUILDING, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 KB0760'SEC 21, T11N, R1E.
 KB0760
 KB0760                          STATION RECOVERY (1976)
 KB0760
 KB0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0215 ***********************************************************************
 KC0215  DESIGNATION -  F 80
 KC0215  PID         -  KC0215
 KC0215  STATE/COUNTY-  IL/SCOTT
 KC0215  USGS QUAD   -  MEREDOSIA (1980)
 KC0215
 KC0215                         *CURRENT SURVEY CONTROL
 KC0215  ___________________________________________________________________
 KC0215* NAD 83(1986)-  39 45 13.     (N)    090 34 20.     (W)     SCALED    
 KC0215* NAVD 88     -       134.048  (meters)     439.79   (feet)  ADJUSTED  
 KC0215  ___________________________________________________________________
 KC0215  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KC0215  DYNAMIC HT  -         133.975 (meters)     439.55  (feet)  COMP
 KC0215  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 KC0215
 KC0215  VERT ORDER  -  SECOND    CLASS 0
 KC0215
 KC0215.The horizontal coordinates were scaled from a topographic map and have
 KC0215.an estimated accuracy of +/- 6 seconds.
 KC0215
 KC0215.The orthometric height was determined by differential leveling
 KC0215.and adjusted by the National Geodetic Survey in June 1991..
 KC0215
 KC0215.The geoid height was determined by GEOID03.
 KC0215
 KC0215.The dynamic height is computed by dividing the NAVD 88
 KC0215.geopotential number by the normal gravity value computed on the
 KC0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0215.degrees latitude (g = 980.6199 gals.).
 KC0215
 KC0215.The modeled gravity was interpolated from observed gravity values.
 KC0215
 KC0215;                    North         East    Units  Estimated Accuracy
 KC0215;SPC IL W     -   342,710.      665,250.      MT  (+/- 180 meters Scaled)
 KC0215
 KC0215                          SUPERSEDED SURVEY CONTROL
 KC0215
 KC0215  NGVD 29 (??/??/92)  134.161  (m)          440.16   (f) ADJ UNCH    2 0
 KC0215
 KC0215.Superseded values are not recommended for survey control.
 KC0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0215.See file dsdata.txt to determine how the superseded data were derived.
 KC0215
 KC0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE079032(NAD 83)
 KC0215_MARKER: DB = BENCH MARK DISK
 KC0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0215_STAMPING: F 80 1935
 KC0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0215+STABILITY: SURFACE MOTION
 KC0215
 KC0215  HISTORY     - Date     Condition        Report By
 KC0215  HISTORY     - 1935     MONUMENTED       CGS
 KC0215
 KC0215                          STATION DESCRIPTION
 KC0215
 KC0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0215'1.9 MI E FROM NAPLES.
 KC0215'1.9 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION AT NAPLES,
 KC0215'SCOTT COUNTY, AT MILEPOST 467.7, 1-1/2 RAILS EAST OF THE CENTER
 KC0215'OF A GRADE CROSSING, 32 FEET SOUTH OF THE CENTERLINE OF THE
 KC0215'TRACK, AND ONE FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 KC0215'DISK, STAMPED F 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0372 ***********************************************************************
 KC0372  DESIGNATION -  F 81
 KC0372  PID         -  KC0372
 KC0372  STATE/COUNTY-  IL/ADAMS
 KC0372  USGS QUAD   -  MARBLEHEAD (1996)
 KC0372
 KC0372                         *CURRENT SURVEY CONTROL
 KC0372  ___________________________________________________________________
 KC0372* NAD 83(1986)-  39 50 28.     (N)    091 22 23.     (W)     SCALED    
 KC0372* NAVD 88     -       145.743  (meters)     478.16   (feet)  ADJUSTED  
 KC0372  ___________________________________________________________________
 KC0372  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0372  DYNAMIC HT  -         145.666 (meters)     477.91  (feet)  COMP
 KC0372  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 KC0372
 KC0372  VERT ORDER  -  SECOND    CLASS 0
 KC0372
 KC0372.The horizontal coordinates were scaled from a topographic map and have
 KC0372.an estimated accuracy of +/- 6 seconds.
 KC0372
 KC0372.The orthometric height was determined by differential leveling
 KC0372.and adjusted by the National Geodetic Survey in June 1991..
 KC0372
 KC0372.The geoid height was determined by GEOID03.
 KC0372
 KC0372.The dynamic height is computed by dividing the NAVD 88
 KC0372.geopotential number by the normal gravity value computed on the
 KC0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0372.degrees latitude (g = 980.6199 gals.).
 KC0372
 KC0372.The modeled gravity was interpolated from observed gravity values.
 KC0372
 KC0372;                    North         East    Units  Estimated Accuracy
 KC0372;SPC IL W     -   353,040.      596,750.      MT  (+/- 180 meters Scaled)
 KC0372
 KC0372                          SUPERSEDED SURVEY CONTROL
 KC0372
 KC0372  NGVD 29 (??/??/92)  145.826  (m)          478.43   (f) ADJ UNCH    2 0
 KC0372
 KC0372.Superseded values are not recommended for survey control.
 KC0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0372.See file dsdata.txt to determine how the superseded data were derived.
 KC0372
 KC0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE392113(NAD 83)
 KC0372_MARKER: DB = BENCH MARK DISK
 KC0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0372_STAMPING: F 81 1935
 KC0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0372+STABILITY: SURFACE MOTION
 KC0372
 KC0372  HISTORY     - Date     Condition        Report By
 KC0372  HISTORY     - 1935     MONUMENTED       CGS
 KC0372  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0372
 KC0372                          STATION DESCRIPTION
 KC0372
 KC0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0372'AT MARBLEHEAD.
 KC0372'AT MARBLEHEAD, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND
 KC0372'QUINCY RAILROAD, 7-1/2 RAILS SOUTHEAST OF THE STATION, NEAR
 KC0372'MILEAGE 269.5, 17 RAILS NORTHWEST OF A BRIDGE, 15 FEET NORTHEAST
 KC0372'OF THE CENTERLINE OF THE MAIN TRACK, AND 6 FEET WEST OF A POLE.
 KC0372'A STANDARD DISK, STAMPED F 81 1935 AND SET IN THE TOP OF A
 KC0372'CONCRETE POST.
 KC0372
 KC0372                          STATION RECOVERY (1971)
 KC0372
 KC0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0576 ***********************************************************************
 JB0576  DESIGNATION -  F 83
 JB0576  PID         -  JB0576
 JB0576  STATE/COUNTY-  IL/EFFINGHAM
 JB0576  USGS QUAD   -  HORD (1985)
 JB0576
 JB0576                         *CURRENT SURVEY CONTROL
 JB0576  ___________________________________________________________________
 JB0576* NAD 83(1986)-  38 59 45.     (N)    088 35 00.     (W)     SCALED    
 JB0576* NAVD 88     -       161.409  (meters)     529.56   (feet)  ADJUSTED  
 JB0576  ___________________________________________________________________
 JB0576  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JB0576  DYNAMIC HT  -         161.311 (meters)     529.23  (feet)  COMP
 JB0576  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 JB0576
 JB0576  VERT ORDER  -  SECOND    CLASS 0
 JB0576
 JB0576.The horizontal coordinates were scaled from a topographic map and have
 JB0576.an estimated accuracy of +/- 6 seconds.
 JB0576
 JB0576.The orthometric height was determined by differential leveling
 JB0576.and adjusted by the National Geodetic Survey in June 1991..
 JB0576
 JB0576.The geoid height was determined by GEOID03.
 JB0576
 JB0576.The dynamic height is computed by dividing the NAVD 88
 JB0576.geopotential number by the normal gravity value computed on the
 JB0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0576.degrees latitude (g = 980.6199 gals.).
 JB0576
 JB0576.The modeled gravity was interpolated from observed gravity values.
 JB0576
 JB0576;                    North         East    Units  Estimated Accuracy
 JB0576;SPC IL E     -   258,550.      278,340.      MT  (+/- 180 meters Scaled)
 JB0576
 JB0576                          SUPERSEDED SURVEY CONTROL
 JB0576
 JB0576  NGVD 29 (??/??/92)  161.508  (m)          529.88   (f) ADJ UNCH    2 0
 JB0576
 JB0576.Superseded values are not recommended for survey control.
 JB0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0576.See file dsdata.txt to determine how the superseded data were derived.
 JB0576
 JB0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ628175(NAD 83)
 JB0576_MARKER: DB = BENCH MARK DISK
 JB0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0576_SP_SET: BRIDGE
 JB0576_STAMPING: F 83 1935
 JB0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0576
 JB0576  HISTORY     - Date     Condition        Report By
 JB0576  HISTORY     - 1935     MONUMENTED       CGS
 JB0576  HISTORY     - 1960     MARK NOT FOUND   NGS
 JB0576  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0576
 JB0576                          STATION DESCRIPTION
 JB0576
 JB0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0576'2 MI S FROM WATSON.
 JB0576'2.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0576'STATION AT WATSON, EFFINGHAM COUNTY, 1/4 MILE NORTH OF MILEPOST
 JB0576'208, AT AN UNDERPASS, 6-1/2 FEET EAST OF THE EAST RAIL, IN THE
 JB0576'TOP OF THE NORTH ABUTMENT, AND 2 FEET SOUTH OF THE NORTH EDGE.
 JB0576'A STANDARD DISK, STAMPED F 83 1935.
 JB0576
 JB0576                          STATION RECOVERY (1960)
 JB0576
 JB0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JB0576'MARK NOT FOUND.
 JB0576
 JB0576                          STATION RECOVERY (1983)
 JB0576
 JB0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0003 ***********************************************************************
 JB0003  CBN         -  This is a Cooperative Base Network Control Station.
 JB0003  DESIGNATION -  F 84
 JB0003  PID         -  JB0003
 JB0003  STATE/COUNTY-  IL/WAYNE
 JB0003  USGS QUAD   -  CISNE (1970)
 JB0003
 JB0003                         *CURRENT SURVEY CONTROL
 JB0003  ___________________________________________________________________
 JB0003* NAD 83(1997)-  38 32 44.25441(N)    088 27 09.12879(W)     ADJUSTED  
 JB0003* NAVD 88     -       141.488  (meters)     464.20   (feet)  ADJUSTED  
 JB0003  ___________________________________________________________________
 JB0003  X           -     134,890.324 (meters)                     COMP
 JB0003  Y           -  -4,993,179.686 (meters)                     COMP
 JB0003  Z           -   3,953,060.838 (meters)                     COMP
 JB0003  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JB0003  ELLIP HEIGHT-         110.64  (meters)          (09/15/03) GPS OBS
 JB0003  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JB0003  DYNAMIC HT  -         141.400 (meters)     463.91  (feet)  COMP
 JB0003  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 JB0003
 JB0003  HORZ ORDER  -  A
 JB0003  VERT ORDER  -  SECOND    CLASS 0
 JB0003  ELLP ORDER  -  FOURTH    CLASS I
 JB0003
 JB0003.The horizontal coordinates were established by GPS observations
 JB0003.and adjusted by the National Geodetic Survey in September 2003..
 JB0003
 JB0003.The orthometric height was determined by differential leveling
 JB0003.and adjusted by the National Geodetic Survey in June 1991..
 JB0003
 JB0003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0003
 JB0003.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0003
 JB0003.The ellipsoidal height was determined by GPS observations
 JB0003.and is referenced to NAD 83.
 JB0003
 JB0003.The geoid height was determined by GEOID03.
 JB0003
 JB0003.The dynamic height is computed by dividing the NAVD 88
 JB0003.geopotential number by the normal gravity value computed on the
 JB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0003.degrees latitude (g = 980.6199 gals.).
 JB0003
 JB0003.The modeled gravity was interpolated from observed gravity values.
 JB0003
 JB0003;                    North         East     Units Scale Factor Converg.
 JB0003;SPC IL E     -   208,545.484   289,608.462   MT  0.99997633   -0 04 27.4
 JB0003;SPC IL E     -   684,202.98    950,157.10   sFT  0.99997633   -0 04 27.4
 JB0003;UTM  16      - 4,267,356.156   373,418.847   MT  0.99979732   -0 54 18.9
 JB0003
 JB0003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0003!SPC IL E     -   0.99998264  x   0.99997633  =   0.99995897
 JB0003!UTM  16      -   0.99998264  x   0.99979732  =   0.99977996
 JB0003
 JB0003                          SUPERSEDED SURVEY CONTROL
 JB0003
 JB0003  NAD 83(1997)-  38 32 44.25409(N)    088 27 09.12945(W) AD(       ) 1
 JB0003  ELLIP H (08/21/02)  110.65   (m)                       GP(       ) 3 1
 JB0003  NAVD 88 (09/15/03)  141.49   (m)          464.2    (f) LEVELING    3  
 JB0003  NGVD 29 (??/??/92)  141.603  (m)          464.58   (f) ADJ UNCH    2 0
 JB0003
 JB0003.Superseded values are not recommended for survey control.
 JB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0003.See file dsdata.txt to determine how the superseded data were derived.
 JB0003
 JB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7341967356(NAD 83)
 JB0003_MARKER: DB = BENCH MARK DISK
 JB0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0003_STAMPING: F 84 1935
 JB0003_PROJECTION: PROJECTING 1 CENTIMETERS
 JB0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0003+STABILITY: SURFACE MOTION
 JB0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0003+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 JB0003
 JB0003  HISTORY     - Date     Condition        Report By
 JB0003  HISTORY     - 1935     MONUMENTED       CGS
 JB0003  HISTORY     - 1967     GOOD             NGS
 JB0003  HISTORY     - 19990927 GOOD             ILDT
 JB0003  HISTORY     - 20020808 GOOD             NGS
 JB0003  HISTORY     - 20040630 GOOD             ILDT
 JB0003
 JB0003                          STATION DESCRIPTION
 JB0003
 JB0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JB0003'1.8 MI S FROM RINARD.
 JB0003'1.8 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0003'STATION AT RINARD, WAYNE COUNTY, 0.2 MILE NORTH OF MILEPOST
 JB0003'S 65, 68 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 23.4 FEET
 JB0003'EAST OF (NORMAL TO) THE EAST RAIL, 3.2 FEET WEST OF RIGHT OF
 JB0003'WAY FENCE.  MARK IS TWO RAILS SOUTH OF ROAD CROSSING.  A STANDARD
 JB0003'DISK, STAMPED F 84 1935 AND SET IN THE TOP OF A CONCRETE POST
 JB0003'PROJECTING 0.6 FEET.
 JB0003
 JB0003                          STATION RECOVERY (1999)
 JB0003
 JB0003'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JB0003'RECOVERED AS DESCRIBED
 JB0003'
 JB0003
 JB0003                          STATION RECOVERY (2002)
 JB0003
 JB0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MW)
 JB0003'RECOVERED AS DESCRIBED
 JB0003' 
 JB0003' 
 JB0003'
 JB0003
 JB0003                          STATION RECOVERY (2004)
 JB0003
 JB0003'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RA)
 JB0003'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0140 ***********************************************************************
 JB0140  DESIGNATION -  F 85
 JB0140  PID         -  JB0140
 JB0140  STATE/COUNTY-  IL/WHITE
 JB0140  USGS QUAD   -  ENFIELD (1974)
 JB0140
 JB0140                         *CURRENT SURVEY CONTROL
 JB0140  ___________________________________________________________________
 JB0140* NAD 83(1986)-  38 01 57.     (N)    088 20 27.     (W)     SCALED    
 JB0140* NAVD 88     -       125.958  (meters)     413.25   (feet)  ADJUSTED  
 JB0140  ___________________________________________________________________
 JB0140  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0140  DYNAMIC HT  -         125.873 (meters)     412.97  (feet)  COMP
 JB0140  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 JB0140
 JB0140  VERT ORDER  -  SECOND    CLASS 0
 JB0140
 JB0140.The horizontal coordinates were scaled from a topographic map and have
 JB0140.an estimated accuracy of +/- 6 seconds.
 JB0140
 JB0140.The orthometric height was determined by differential leveling
 JB0140.and adjusted by the National Geodetic Survey in June 1991..
 JB0140
 JB0140.The geoid height was determined by GEOID03.
 JB0140
 JB0140.The dynamic height is computed by dividing the NAVD 88
 JB0140.geopotential number by the normal gravity value computed on the
 JB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0140.degrees latitude (g = 980.6199 gals.).
 JB0140
 JB0140.The modeled gravity was interpolated from observed gravity values.
 JB0140
 JB0140;                    North         East    Units  Estimated Accuracy
 JB0140;SPC IL E     -   151,580.      299,340.      MT  (+/- 180 meters Scaled)
 JB0140
 JB0140                          SUPERSEDED SURVEY CONTROL
 JB0140
 JB0140  NGVD 29 (??/??/92)  126.064  (m)          413.60   (f) ADJ UNCH    2 0
 JB0140
 JB0140.Superseded values are not recommended for survey control.
 JB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0140.See file dsdata.txt to determine how the superseded data were derived.
 JB0140
 JB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH823102(NAD 83)
 JB0140_MARKER: DB = BENCH MARK DISK
 JB0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0140_STAMPING: F 85 1935
 JB0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0140+STABILITY: SURFACE MOTION
 JB0140
 JB0140  HISTORY     - Date     Condition        Report By
 JB0140  HISTORY     - 1935     MONUMENTED       CGS
 JB0140  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB0140
 JB0140                          STATION DESCRIPTION
 JB0140
 JB0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0140'3.6 MI N FROM NORRIS CITY.
 JB0140'3.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0140'STATION AT NORRIS CITY, WHITE COUNTY, AT THE SACRAMENTO STATION
 JB0140'SITE, 10 FEET SOUTH OF A ROAD CROSSING, AND 15 FEET EAST OF THE
 JB0140'TRACK.  A STANDARD DISK, STAMPED F 85 1935 AND SET IN THE TOP
 JB0140'OF A CONCRETE POST.
 JB0140
 JB0140                          STATION RECOVERY (1974)
 JB0140
 JB0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0163 ***********************************************************************
 KB0163  DESIGNATION -  F 87
 KB0163  PID         -  KB0163
 KB0163  STATE/COUNTY-  IL/COLES
 KB0163  USGS QUAD   -  CHARLESTON SOUTH (1984)
 KB0163
 KB0163                         *CURRENT SURVEY CONTROL
 KB0163  ___________________________________________________________________
 KB0163* NAD 83(1986)-  39 29 53.     (N)    088 13 39.     (W)     SCALED    
 KB0163* NAVD 88     -       196.686  (meters)     645.29   (feet)  ADJUSTED  
 KB0163  ___________________________________________________________________
 KB0163  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0163  DYNAMIC HT  -         196.575 (meters)     644.93  (feet)  COMP
 KB0163  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KB0163
 KB0163  VERT ORDER  -  SECOND    CLASS 0
 KB0163
 KB0163.The horizontal coordinates were scaled from a topographic map and have
 KB0163.an estimated accuracy of +/- 6 seconds.
 KB0163
 KB0163.The orthometric height was determined by differential leveling
 KB0163.and adjusted by the National Geodetic Survey in June 1991..
 KB0163
 KB0163.The geoid height was determined by GEOID03.
 KB0163
 KB0163.The dynamic height is computed by dividing the NAVD 88
 KB0163.geopotential number by the normal gravity value computed on the
 KB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0163.degrees latitude (g = 980.6199 gals.).
 KB0163
 KB0163.The modeled gravity was interpolated from observed gravity values.
 KB0163
 KB0163;                    North         East    Units  Estimated Accuracy
 KB0163;SPC IL E     -   314,280.      309,100.      MT  (+/- 180 meters Scaled)
 KB0163
 KB0163                          SUPERSEDED SURVEY CONTROL
 KB0163
 KB0163  NGVD 29 (??/??/92)  196.742  (m)          645.48   (f) ADJ UNCH    2 0
 KB0163
 KB0163.Superseded values are not recommended for survey control.
 KB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0163.See file dsdata.txt to determine how the superseded data were derived.
 KB0163
 KB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ944727(NAD 83)
 KB0163_MARKER: DB = BENCH MARK DISK
 KB0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0163_STAMPING: F 87 1935
 KB0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0163+STABILITY: SURFACE MOTION
 KB0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0163+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0163
 KB0163  HISTORY     - Date     Condition        Report By
 KB0163  HISTORY     - 1935     MONUMENTED       CGS
 KB0163  HISTORY     - 1956     GOOD             NGS
 KB0163  HISTORY     - 1973     MARK NOT FOUND   NGS
 KB0163  HISTORY     - 20020331 GOOD             LOCSUR
 KB0163  HISTORY     - 20050228 GOOD             ILDT
 KB0163
 KB0163                          STATION DESCRIPTION
 KB0163
 KB0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0163'2.7 MI W FROM CHARLESTON.
 KB0163'ABOUT 2.7 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KB0163'ST. LOUIS RAILWAY FROM THE STATION AT CHARLESTON, 244 FEET
 KB0163'EAST-NORTHEAST OF CENTER OF CROSSING OF A ROAD LEADING TO
 KB0163'CHARLESTON COUNTRY CLUB, 43 FEET NORTH OF NORTH RAIL, 13 FEET
 KB0163'WEST-NORTHWEST OF TELEPHONE POLE NO. 120/12 (3RD TELEPHONE POLE
 KB0163'EAST OF CROSSING) 82 1/2 FEET EAST OF THE SECOND TELEPHONE POLE
 KB0163'EAST OF CROSSING, 231 FEET EAST-NORTHEAST AND ACROSS TRACK FROM
 KB0163'A CROSSING WARNING SIGN, 1.8 FEET SOUTH OF A FENCE LINE, 2 FEET
 KB0163'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 1/2 FEET BELOW LEVEL
 KB0163'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0163
 KB0163                          STATION RECOVERY (1973)
 KB0163
 KB0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0163'MARK NOT FOUND.
 KB0163
 KB0163                          STATION RECOVERY (2002)
 KB0163
 KB0163'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002
 KB0163'MARK FOUND AS DESCRIBED.
 KB0163
 KB0163                          STATION RECOVERY (2005)
 KB0163
 KB0163'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0163'TO REACH FROM INT. OF 900N AND 1320E GO SOUTH ALONG 1320E FOR 0.6M TO
 KB0163'CROSSING OF OLD RR, NOW A BIKE PATH, GO EAST 244' +- 45' NORTH OF CL
 KB0163'OF BIKE PATH 1.8' SOUTH OF FENCH LINE, 10' EAST OF A 10 INCH TREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0467 ***********************************************************************
 KB0467  DESIGNATION -  F 88
 KB0467  PID         -  KB0467
 KB0467  STATE/COUNTY-  IL/CHRISTIAN
 KB0467  USGS QUAD   -  TOWER HILL (1981)
 KB0467
 KB0467                         *CURRENT SURVEY CONTROL
 KB0467  ___________________________________________________________________
 KB0467* NAD 83(1986)-  39 23 15.     (N)    088 57 37.     (W)     SCALED    
 KB0467* NAVD 88     -       200.360  (meters)     657.35   (feet)  ADJUSTED  
 KB0467  ___________________________________________________________________
 KB0467  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB0467  DYNAMIC HT  -         200.242 (meters)     656.96  (feet)  COMP
 KB0467  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 KB0467
 KB0467  VERT ORDER  -  SECOND    CLASS 0
 KB0467
 KB0467.The horizontal coordinates were scaled from a topographic map and have
 KB0467.an estimated accuracy of +/- 6 seconds.
 KB0467
 KB0467.The orthometric height was determined by differential leveling
 KB0467.and adjusted by the National Geodetic Survey in June 1991..
 KB0467
 KB0467.The geoid height was determined by GEOID03.
 KB0467
 KB0467.The dynamic height is computed by dividing the NAVD 88
 KB0467.geopotential number by the normal gravity value computed on the
 KB0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0467.degrees latitude (g = 980.6199 gals.).
 KB0467
 KB0467.The modeled gravity was interpolated from observed gravity values.
 KB0467
 KB0467;                    North         East    Units  Estimated Accuracy
 KB0467;SPC IL W     -   302,680.      803,930.      MT  (+/- 180 meters Scaled)
 KB0467
 KB0467                          SUPERSEDED SURVEY CONTROL
 KB0467
 KB0467  NGVD 29 (??/??/92)  200.447  (m)          657.63   (f) ADJ UNCH    2 0
 KB0467
 KB0467.Superseded values are not recommended for survey control.
 KB0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0467.See file dsdata.txt to determine how the superseded data were derived.
 KB0467
 KB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ311616(NAD 83)
 KB0467_MARKER: DB = BENCH MARK DISK
 KB0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0467_STAMPING: F 88 1935
 KB0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0467+STABILITY: SURFACE MOTION
 KB0467
 KB0467  HISTORY     - Date     Condition        Report By
 KB0467  HISTORY     - 1935     MONUMENTED       CGS
 KB0467  HISTORY     - 1973     MARK NOT FOUND   ILDT
 KB0467
 KB0467                          STATION DESCRIPTION
 KB0467
 KB0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0467'AT TOWER HILL.
 KB0467'AT TOWER HILL, CHRISTIAN COUNTY, ON THE CLEVELAND, CINCINNATI,
 KB0467'CHICAGO AND ST. LOUIS RAILWAY, 6 RAILS EAST OF THE STATION,
 KB0467'45 FEET EAST OF A ROAD CROSSING, 30 FEET EAST OF A BATTERY BOX,
 KB0467'30 FEET NORTH OF THE TRACK, AND 35 FEET SOUTH OF A BANDSTAND.  A
 KB0467'STANDARD DISK, STAMPED F 88 1935 AND SET IN THE TOP OF A CONCRETE
 KB0467'POST.
 KB0467
 KB0467                          STATION RECOVERY (1973)
 KB0467
 KB0467'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0505 ***********************************************************************
 KB0505  DESIGNATION -  F 89
 KB0505  PID         -  KB0505
 KB0505  STATE/COUNTY-  IL/EFFINGHAM
 KB0505  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0505
 KB0505                         *CURRENT SURVEY CONTROL
 KB0505  ___________________________________________________________________
 KB0505* NAD 83(1986)-  39 05 45.     (N)    088 37 16.     (W)     SCALED    
 KB0505* NAVD 88     -       178.043  (meters)     584.13   (feet)  ADJUSTED  
 KB0505  ___________________________________________________________________
 KB0505  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0505  DYNAMIC HT  -         177.936 (meters)     583.78  (feet)  COMP
 KB0505  MODELED GRAV-     980,020.0   (mgal)                       NAVD 88
 KB0505
 KB0505  VERT ORDER  -  SECOND    CLASS 0
 KB0505
 KB0505.The horizontal coordinates were scaled from a topographic map and have
 KB0505.an estimated accuracy of +/- 6 seconds.
 KB0505
 KB0505.The orthometric height was determined by differential leveling
 KB0505.and adjusted by the National Geodetic Survey in June 1991..
 KB0505
 KB0505.The geoid height was determined by GEOID03.
 KB0505
 KB0505.The dynamic height is computed by dividing the NAVD 88
 KB0505.geopotential number by the normal gravity value computed on the
 KB0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0505.degrees latitude (g = 980.6199 gals.).
 KB0505
 KB0505.The modeled gravity was interpolated from observed gravity values.
 KB0505
 KB0505;                    North         East    Units  Estimated Accuracy
 KB0505;SPC IL E     -   269,660.      275,110.      MT  (+/- 180 meters Scaled)
 KB0505
 KB0505                          SUPERSEDED SURVEY CONTROL
 KB0505
 KB0505  NGVD 29 (??/??/92)  178.144  (m)          584.46   (f) ADJ UNCH    2 0
 KB0505
 KB0505.Superseded values are not recommended for survey control.
 KB0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0505.See file dsdata.txt to determine how the superseded data were derived.
 KB0505
 KB0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ598286(NAD 83)
 KB0505_MARKER: DB = BENCH MARK DISK
 KB0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0505_STAMPING: F 89 1935
 KB0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0505+STABILITY: SURFACE MOTION
 KB0505
 KB0505  HISTORY     - Date     Condition        Report By
 KB0505  HISTORY     - 1935     MONUMENTED       CGS
 KB0505  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0505
 KB0505                          STATION DESCRIPTION
 KB0505
 KB0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0505'4.2 MI W FROM EFFINGHAM.
 KB0505'4.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KB0505'AT EFFINGHAM, EFFINGHAM COUNTY, AT FUNKHOUSER, AT POLE 144/36,
 KB0505'AT A ROAD CROSSING, 70 FEET NORTH OF THE TRACK, AND 53 FEET EAST
 KB0505'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED F 89
 KB0505'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0505
 KB0505                          STATION RECOVERY (1983)
 KB0505
 KB0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0805 ***********************************************************************
 JB0805  DESIGNATION -  F 9
 JB0805  PID         -  JB0805
 JB0805  STATE/COUNTY-  IL/MARION
 JB0805  USGS QUAD   -  PATOKA (1981)
 JB0805
 JB0805                         *CURRENT SURVEY CONTROL
 JB0805  ___________________________________________________________________
 JB0805* NAD 83(1986)-  38 46 26.     (N)    089 05 32.     (W)     SCALED    
 JB0805* NAVD 88     -       146.850  (meters)     481.79   (feet)  ADJUSTED  
 JB0805  ___________________________________________________________________
 JB0805  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB0805  DYNAMIC HT  -         146.758 (meters)     481.49  (feet)  COMP
 JB0805  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 JB0805
 JB0805  VERT ORDER  -  FIRST     CLASS I
 JB0805
 JB0805.The horizontal coordinates were scaled from a topographic map and have
 JB0805.an estimated accuracy of +/- 6 seconds.
 JB0805
 JB0805.The orthometric height was determined by differential leveling
 JB0805.and adjusted by the National Geodetic Survey in June 1991..
 JB0805
 JB0805.The geoid height was determined by GEOID03.
 JB0805
 JB0805.The dynamic height is computed by dividing the NAVD 88
 JB0805.geopotential number by the normal gravity value computed on the
 JB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0805.degrees latitude (g = 980.6199 gals.).
 JB0805
 JB0805.The modeled gravity was interpolated from observed gravity values.
 JB0805
 JB0805;                    North         East    Units  Estimated Accuracy
 JB0805;SPC IL E     -   234,150.      234,050.      MT  (+/- 180 meters Scaled)
 JB0805
 JB0805                          SUPERSEDED SURVEY CONTROL
 JB0805
 JB0805  NGVD 29 (??/??/92)  146.969  (m)          482.18   (f) ADJ UNCH    1 1
 JB0805
 JB0805.Superseded values are not recommended for survey control.
 JB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0805.See file dsdata.txt to determine how the superseded data were derived.
 JB0805
 JB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH182937(NAD 83)
 JB0805_MARKER: O = CHISELED CIRCLE
 JB0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0805_SP_SET: BRIDGE
 JB0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0805
 JB0805  HISTORY     - Date     Condition        Report By
 JB0805  HISTORY     - UNK      MONUMENTED       CGS
 JB0805  HISTORY     - 1969     GOOD             NGS
 JB0805
 JB0805                          STATION DESCRIPTION
 JB0805
 JB0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0805'1.4 MI N FROM PATOKA.
 JB0805'ABOUT 1.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0805'THE POST OFFICE AT PATOKA, 0.25 MILE SOUTH OF MILEPOST 77, 7
 JB0805'FEET WEST OF THE WEST RAIL, THE HIGH POINT OF AN OUTLINED CIRCLE
 JB0805'WHICH IS ON THE TOP OF THE WEST END OF THE LEDGE ON THE SOUTH
 JB0805'CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER NORTH FORK, 1 FOOT
 JB0805'EAST OF THE WEST END OF THE LEDGE, AND ABOUT 4 FEET BELOW THE
 JB0805'LEVEL OF THE TRACK.  SEC 21, T 4 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0138 ***********************************************************************
 JB0138  DESIGNATION -  F 90
 JB0138  PID         -  JB0138
 JB0138  STATE/COUNTY-  IL/JASPER
 JB0138  USGS QUAD   -  STE MARIE (1985)
 JB0138
 JB0138                         *CURRENT SURVEY CONTROL
 JB0138  ___________________________________________________________________
 JB0138* NAD 83(1986)-  38 59 57.     (N)    088 01 19.     (W)     SCALED    
 JB0138* NAVD 88     -       150.586  (meters)     494.05   (feet)  ADJUSTED  
 JB0138  ___________________________________________________________________
 JB0138  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JB0138  DYNAMIC HT  -         150.497 (meters)     493.76  (feet)  COMP
 JB0138  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 JB0138
 JB0138  VERT ORDER  -  SECOND    CLASS 0
 JB0138
 JB0138.The horizontal coordinates were scaled from a topographic map and have
 JB0138.an estimated accuracy of +/- 6 seconds.
 JB0138
 JB0138.The orthometric height was determined by differential leveling
 JB0138.and adjusted by the National Geodetic Survey in June 1991..
 JB0138
 JB0138.The geoid height was determined by GEOID03.
 JB0138
 JB0138.The dynamic height is computed by dividing the NAVD 88
 JB0138.geopotential number by the normal gravity value computed on the
 JB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0138.degrees latitude (g = 980.6199 gals.).
 JB0138
 JB0138.The modeled gravity was interpolated from observed gravity values.
 JB0138
 JB0138;                    North         East    Units  Estimated Accuracy
 JB0138;SPC IL E     -   258,930.      326,970.      MT  (+/- 180 meters Scaled)
 JB0138
 JB0138                          SUPERSEDED SURVEY CONTROL
 JB0138
 JB0138  NGVD 29 (??/??/92)  150.704  (m)          494.43   (f) ADJ UNCH    2 0
 JB0138
 JB0138.Superseded values are not recommended for survey control.
 JB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0138.See file dsdata.txt to determine how the superseded data were derived.
 JB0138
 JB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ115171(NAD 83)
 JB0138_MARKER: DB = BENCH MARK DISK
 JB0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0138_STAMPING: F 90 1935
 JB0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0138+STABILITY: SURFACE MOTION
 JB0138
 JB0138  HISTORY     - Date     Condition        Report By
 JB0138  HISTORY     - 1935     MONUMENTED       CGS
 JB0138  HISTORY     - 1954     MARK NOT FOUND   USGS
 JB0138  HISTORY     - 1983     MARK NOT FOUND
 JB0138
 JB0138                          STATION DESCRIPTION
 JB0138
 JB0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0138'AT WILLOW HILL.
 JB0138'AT WILLOW HILL, JASPER COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 JB0138'66 YARDS WEST OF THE STATION, AT THE CROSSING OF STATE HIGHWAY
 JB0138'49, 11 YARDS SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 10
 JB0138'YARDS WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JB0138'STAMPED F 90 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0138
 JB0138                          STATION RECOVERY (1954)
 JB0138
 JB0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JB0138'MARK NOT FOUND.
 JB0138
 JB0138                          STATION RECOVERY (1983)
 JB0138
 JB0138'RECOVERED 1983
 JB0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0813 ***********************************************************************
 KB0813  DESIGNATION -  F 92
 KB0813  PID         -  KB0813
 KB0813  STATE/COUNTY-  IL/CHRISTIAN
 KB0813  USGS QUAD   -  OWANECO (1982)
 KB0813
 KB0813                         *CURRENT SURVEY CONTROL
 KB0813  ___________________________________________________________________
 KB0813* NAD 83(1986)-  39 28 54.     (N)    089 11 37.     (W)     SCALED    
 KB0813* NAVD 88     -       189.959  (meters)     623.22   (feet)  ADJUSTED  
 KB0813  ___________________________________________________________________
 KB0813  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KB0813  DYNAMIC HT  -         189.849 (meters)     622.86  (feet)  COMP
 KB0813  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 KB0813
 KB0813  VERT ORDER  -  SECOND    CLASS 0
 KB0813
 KB0813.The horizontal coordinates were scaled from a topographic map and have
 KB0813.an estimated accuracy of +/- 6 seconds.
 KB0813
 KB0813.The orthometric height was determined by differential leveling
 KB0813.and adjusted by the National Geodetic Survey in June 1991..
 KB0813
 KB0813.The geoid height was determined by GEOID03.
 KB0813
 KB0813.The dynamic height is computed by dividing the NAVD 88
 KB0813.geopotential number by the normal gravity value computed on the
 KB0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0813.degrees latitude (g = 980.6199 gals.).
 KB0813
 KB0813.The modeled gravity was interpolated from observed gravity values.
 KB0813
 KB0813;                    North         East    Units  Estimated Accuracy
 KB0813;SPC IL W     -   312,890.      783,710.      MT  (+/- 180 meters Scaled)
 KB0813
 KB0813                          SUPERSEDED SURVEY CONTROL
 KB0813
 KB0813  NGVD 29 (??/??/92)  190.052  (m)          623.53   (f) ADJ UNCH    2 0
 KB0813
 KB0813.Superseded values are not recommended for survey control.
 KB0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0813.See file dsdata.txt to determine how the superseded data were derived.
 KB0813
 KB0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ113725(NAD 83)
 KB0813_MARKER: DB = BENCH MARK DISK
 KB0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0813_STAMPING: F 92 1935
 KB0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0813+STABILITY: SURFACE MOTION
 KB0813
 KB0813  HISTORY     - Date     Condition        Report By
 KB0813  HISTORY     - 1935     MONUMENTED       CGS
 KB0813  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB0813
 KB0813                          STATION DESCRIPTION
 KB0813
 KB0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0813'AT OWANECO.
 KB0813'AT OWANECO, CHRISTIAN COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 KB0813'47 YARDS NORTHWEST OF THE STATION, AT POLE 148/11, AT A ROAD
 KB0813'CROSSING, 15 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 6 YARDS
 KB0813'NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 KB0813'STAMPED F 92 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0813
 KB0813                          STATION RECOVERY (1976)
 KB0813
 KB0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0830 ***********************************************************************
 KB0830  DESIGNATION -  F 94
 KB0830  PID         -  KB0830
 KB0830  STATE/COUNTY-  IL/MACOUPIN
 KB0830  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0830
 KB0830                         *CURRENT SURVEY CONTROL
 KB0830  ___________________________________________________________________
 KB0830* NAD 83(1986)-  39 07 09.     (N)    089 41 08.     (W)     SCALED    
 KB0830* NAVD 88     -       206.971  (meters)     679.04   (feet)  ADJUSTED  
 KB0830  ___________________________________________________________________
 KB0830  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KB0830  DYNAMIC HT  -         206.850 (meters)     678.64  (feet)  COMP
 KB0830  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 KB0830
 KB0830  VERT ORDER  -  SECOND    CLASS 0
 KB0830
 KB0830.The horizontal coordinates were scaled from a topographic map and have
 KB0830.an estimated accuracy of +/- 6 seconds.
 KB0830
 KB0830.The orthometric height was determined by differential leveling
 KB0830.and adjusted by the National Geodetic Survey in June 1991..
 KB0830
 KB0830.The geoid height was determined by GEOID03.
 KB0830
 KB0830.The dynamic height is computed by dividing the NAVD 88
 KB0830.geopotential number by the normal gravity value computed on the
 KB0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0830.degrees latitude (g = 980.6199 gals.).
 KB0830
 KB0830.The modeled gravity was interpolated from observed gravity values.
 KB0830
 KB0830;                    North         East    Units  Estimated Accuracy
 KB0830;SPC IL W     -   272,310.      741,610.      MT  (+/- 180 meters Scaled)
 KB0830
 KB0830                          SUPERSEDED SURVEY CONTROL
 KB0830
 KB0830  NGVD 29 (??/??/92)  207.10   (m)          679.5    (f) COMPUTED    2 0
 KB0830
 KB0830.Superseded values are not recommended for survey control.
 KB0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0830.See file dsdata.txt to determine how the superseded data were derived.
 KB0830
 KB0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ678334(NAD 83)
 KB0830_MARKER: DB = BENCH MARK DISK
 KB0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0830_STAMPING: F 94 1935
 KB0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0830+STABILITY: SURFACE MOTION
 KB0830
 KB0830  HISTORY     - Date     Condition        Report By
 KB0830  HISTORY     - 1935     MONUMENTED       CGS
 KB0830  HISTORY     - 1960     MARK NOT FOUND   NGS
 KB0830
 KB0830                          STATION DESCRIPTION
 KB0830
 KB0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0830'3.9 MI N FROM MT OLIVE.
 KB0830'3.9 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION AT
 KB0830'MT. OLIVE, MACOUPIN COUNTY, AT POLE 440/46, AT A FARMROAD
 KB0830'CROSSNG, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 24 FEET
 KB0830'WEST OF THE CENTERLINE OF THE TRACK, AND 35 FEET EAST OF AN
 KB0830'INTERURBAN TRACK.  A STANDARD DISK, STAMPED F 94 1935 AND SET
 KB0830'IN THE TOP OF A CONCRETE POST.
 KB0830
 KB0830                          STATION RECOVERY (1960)
 KB0830
 KB0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KB0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0153 ***********************************************************************
 JC0153  DESIGNATION -  F 95
 JC0153  PID         -  JC0153
 JC0153  STATE/COUNTY-  IL/MADISON
 JC0153  USGS QUAD   -  GRANITE CITY (1998)
 JC0153
 JC0153                         *CURRENT SURVEY CONTROL
 JC0153  ___________________________________________________________________
 JC0153* NAD 83(1986)-  38 42 14.     (N)    090 09 04.     (W)     SCALED    
 JC0153* NAVD 88     -       129.297  (meters)     424.20   (feet)  ADJUSTED  
 JC0153  ___________________________________________________________________
 JC0153  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JC0153  DYNAMIC HT  -         129.215 (meters)     423.93  (feet)  COMP
 JC0153  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 JC0153
 JC0153  VERT ORDER  -  SECOND    CLASS 0
 JC0153
 JC0153.The horizontal coordinates were scaled from a topographic map and have
 JC0153.an estimated accuracy of +/- 6 seconds.
 JC0153
 JC0153.The orthometric height was determined by differential leveling
 JC0153.and adjusted by the National Geodetic Survey in June 1991..
 JC0153
 JC0153.The geoid height was determined by GEOID03.
 JC0153
 JC0153.The dynamic height is computed by dividing the NAVD 88
 JC0153.geopotential number by the normal gravity value computed on the
 JC0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0153.degrees latitude (g = 980.6199 gals.).
 JC0153
 JC0153.The modeled gravity was interpolated from observed gravity values.
 JC0153
 JC0153;                    North         East    Units  Estimated Accuracy
 JC0153;SPC IL W     -   226,100.      701,350.      MT  (+/- 180 meters Scaled)
 JC0153
 JC0153                          SUPERSEDED SURVEY CONTROL
 JC0153
 JC0153  NGVD 29 (??/??/92)  129.412  (m)          424.58   (f) ADJ UNCH    2 0
 JC0153
 JC0153.Superseded values are not recommended for survey control.
 JC0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0153.See file dsdata.txt to determine how the superseded data were derived.
 JC0153
 JC0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC477877(NAD 83)
 JC0153_MARKER: DB = BENCH MARK DISK
 JC0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0153_STAMPING: 424.635 F 95 1935
 JC0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0153+STABILITY: SURFACE MOTION
 JC0153
 JC0153  HISTORY     - Date     Condition        Report By
 JC0153  HISTORY     - 1935     MONUMENTED       CGS
 JC0153  HISTORY     - 1942     GOOD             NGS
 JC0153
 JC0153                          STATION DESCRIPTION
 JC0153
 JC0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JC0153'AT GRANITE CITY.
 JC0153'AT GRANITE CITY, MADISON COUNTY, AT THE PUBLIC SCHOOL, TWO
 JC0153'BLOCKS EAST OF THE WABASH RAILROAD, 200 FEET SOUTH OF THE
 JC0153'SCHOOLHOUSE, 30 FEET NORTH OF THE TWENTIETH STREET, 10 FEET EAST
 JC0153'OF THE CENTERLINE OF THE DRIVEWAY, AND 2 FEET NORTH OF A POLE.
 JC0153'A STANDARD DISK, STAMPED 424.635 F 95 1935 AND SET IN THE TOP
 JC0153'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0856 ***********************************************************************
 KB0856  DESIGNATION -  F 96
 KB0856  PID         -  KB0856
 KB0856  STATE/COUNTY-  IL/MACOUPIN
 KB0856  USGS QUAD   -  FARMERSVILLE (1979)
 KB0856
 KB0856                         *CURRENT SURVEY CONTROL
 KB0856  ___________________________________________________________________
 KB0856* NAD 83(1986)-  39 23 30.     (N)    089 44 50.     (W)     SCALED    
 KB0856* NAVD 88     -       198.602  (meters)     651.58   (feet)  ADJUSTED  
 KB0856  ___________________________________________________________________
 KB0856  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KB0856  DYNAMIC HT  -         198.490 (meters)     651.21  (feet)  COMP
 KB0856  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 KB0856
 KB0856  VERT ORDER  -  SECOND    CLASS 0
 KB0856
 KB0856.The horizontal coordinates were scaled from a topographic map and have
 KB0856.an estimated accuracy of +/- 6 seconds.
 KB0856
 KB0856.The orthometric height was determined by differential leveling
 KB0856.and adjusted by the National Geodetic Survey in June 1991..
 KB0856
 KB0856.The geoid height was determined by GEOID03.
 KB0856
 KB0856.The dynamic height is computed by dividing the NAVD 88
 KB0856.geopotential number by the normal gravity value computed on the
 KB0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0856.degrees latitude (g = 980.6199 gals.).
 KB0856
 KB0856.The modeled gravity was interpolated from observed gravity values.
 KB0856
 KB0856;                    North         East    Units  Estimated Accuracy
 KB0856;SPC IL W     -   302,530.      736,130.      MT  (+/- 180 meters Scaled)
 KB0856
 KB0856                          SUPERSEDED SURVEY CONTROL
 KB0856
 KB0856  NGVD 29 (??/??/92)  198.728  (m)          651.99   (f) ADJ UNCH    2 0
 KB0856
 KB0856.Superseded values are not recommended for survey control.
 KB0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0856.See file dsdata.txt to determine how the superseded data were derived.
 KB0856
 KB0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ634638(NAD 83)
 KB0856_MARKER: DB = BENCH MARK DISK
 KB0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0856_STAMPING: F 96 1935
 KB0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0856+STABILITY: SURFACE MOTION
 KB0856
 KB0856  HISTORY     - Date     Condition        Report By
 KB0856  HISTORY     - 1935     MONUMENTED       CGS
 KB0856  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0856
 KB0856                          STATION DESCRIPTION
 KB0856
 KB0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0856'4 MI SE FROM GIRARD.
 KB0856'4.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KB0856'RAILROAD FROM THE STATION AT GIRARD, MACOUPIN COUNTY, 0.2 MILE
 KB0856'NORTH OF MILEPOST 49, 33 YARDS NORTH OF THE NORTH END OF THE
 KB0856'PLATFORM AT MC VEY SIDING, AT A ROAD CROSSING, 10 YARDS SOUTH
 KB0856'OF THE CENTERLINE OF THE CROSS ROAD, AND 5 YARDS WEST OF THE
 KB0856'CENTERLINE OF THE SOUTHBOUND TRACK.  A STANDARD DISK, STAMPED
 KB0856'F 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0856
 KB0856                          STATION RECOVERY (1976)
 KB0856
 KB0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1043 ***********************************************************************
 HB1043  DESIGNATION -  F 97
 HB1043  PID         -  HB1043
 HB1043  STATE/COUNTY-  IL/RANDOLPH
 HB1043  USGS QUAD   -  KASKASKIA (1993)
 HB1043
 HB1043                         *CURRENT SURVEY CONTROL
 HB1043  ___________________________________________________________________
 HB1043* NAD 83(1986)-  37 59 08.     (N)    089 55 39.     (W)     SCALED    
 HB1043* NAVD 88     -       115.124  (meters)     377.70   (feet)  ADJUSTED  
 HB1043  ___________________________________________________________________
 HB1043  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HB1043  DYNAMIC HT  -         115.044 (meters)     377.44  (feet)  COMP
 HB1043  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 HB1043
 HB1043  VERT ORDER  -  SECOND    CLASS 0
 HB1043
 HB1043.The horizontal coordinates were scaled from a topographic map and have
 HB1043.an estimated accuracy of +/- 6 seconds.
 HB1043
 HB1043.The orthometric height was determined by differential leveling
 HB1043.and adjusted by the National Geodetic Survey in June 1991..
 HB1043
 HB1043.The geoid height was determined by GEOID03.
 HB1043
 HB1043.The dynamic height is computed by dividing the NAVD 88
 HB1043.geopotential number by the normal gravity value computed on the
 HB1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1043.degrees latitude (g = 980.6199 gals.).
 HB1043
 HB1043.The modeled gravity was interpolated from observed gravity values.
 HB1043
 HB1043;                    North         East    Units  Estimated Accuracy
 HB1043;SPC IL W     -   146,390.      721,010.      MT  (+/- 180 meters Scaled)
 HB1043
 HB1043                          SUPERSEDED SURVEY CONTROL
 HB1043
 HB1043  NGVD 29 (??/??/??)  115.227  (m)          378.04   (f) ADJUSTED    2 0
 HB1043
 HB1043.Superseded values are not recommended for survey control.
 HB1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1043.See file dsdata.txt to determine how the superseded data were derived.
 HB1043
 HB1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH428082(NAD 83)
 HB1043_MARKER: DB = BENCH MARK DISK
 HB1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1043_STAMPING: F 97 1935
 HB1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1043+STABILITY: SURFACE MOTION
 HB1043
 HB1043  HISTORY     - Date     Condition        Report By
 HB1043  HISTORY     - 1935     MONUMENTED       CGS
 HB1043  HISTORY     - 1968     MARK NOT FOUND   USGS
 HB1043
 HB1043                          STATION DESCRIPTION
 HB1043
 HB1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1043'0.7 MI N FROM REILY LAKE.
 HB1043'0.7 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 HB1043'AT REILY LAKE, RANDOLPH COUNTY, AT POLE 53/16, 42 FEET SOUTH OF A
 HB1043'ROAD CROSSING, AND 17 FEET EAST OF THE CENTERLINE OF THE EAST MAIN
 HB1043'TRACK.  A STANDARD DISK, STAMPED F 97 1935 AND SET IN THE TOP OF A
 HB1043'CONCRETE POST.  NOTE-- DISTANCES TAPED AND BM PROBED FOR, MARK COULD
 HB1043'BE BURIED.
 HB1043
 HB1043                          STATION RECOVERY (1968)
 HB1043
 HB1043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HB1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1084 ***********************************************************************
 HB1084  DESIGNATION -  F 98
 HB1084  PID         -  HB1084
 HB1084  STATE/COUNTY-  IL/JACKSON
 HB1084  USGS QUAD   -  RADDLE (1994)
 HB1084
 HB1084                         *CURRENT SURVEY CONTROL
 HB1084  ___________________________________________________________________
 HB1084* NAD 83(1986)-  37 46 06.     (N)    089 34 21.     (W)     SCALED    
 HB1084* NAVD 88     -       109.315  (meters)     358.64   (feet)  ADJUSTED  
 HB1084  ___________________________________________________________________
 HB1084  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HB1084  DYNAMIC HT  -         109.240 (meters)     358.40  (feet)  COMP
 HB1084  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 HB1084
 HB1084  VERT ORDER  -  SECOND    CLASS 0
 HB1084
 HB1084.The horizontal coordinates were scaled from a topographic map and have
 HB1084.an estimated accuracy of +/- 6 seconds.
 HB1084
 HB1084.The orthometric height was determined by differential leveling
 HB1084.and adjusted by the National Geodetic Survey in June 1991..
 HB1084
 HB1084.The geoid height was determined by GEOID03.
 HB1084
 HB1084.The dynamic height is computed by dividing the NAVD 88
 HB1084.geopotential number by the normal gravity value computed on the
 HB1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1084.degrees latitude (g = 980.6199 gals.).
 HB1084
 HB1084.The modeled gravity was interpolated from observed gravity values.
 HB1084
 HB1084;                    North         East    Units  Estimated Accuracy
 HB1084;SPC IL W     -   122,420.      752,350.      MT  (+/- 180 meters Scaled)
 HB1084
 HB1084                          SUPERSEDED SURVEY CONTROL
 HB1084
 HB1084  NGVD 29 (??/??/??)  109.416  (m)          358.98   (f) ADJUSTED    2 0
 HB1084
 HB1084.Superseded values are not recommended for survey control.
 HB1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1084.See file dsdata.txt to determine how the superseded data were derived.
 HB1084
 HB1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG734832(NAD 83)
 HB1084_MARKER: DB = BENCH MARK DISK
 HB1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1084_STAMPING: F 98 1935
 HB1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1084+STABILITY: SURFACE MOTION
 HB1084
 HB1084  HISTORY     - Date     Condition        Report By
 HB1084  HISTORY     - 1935     MONUMENTED       CGS
 HB1084  HISTORY     - 1966     MARK NOT FOUND   USGS
 HB1084
 HB1084                          STATION DESCRIPTION
 HB1084
 HB1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1084'2.5 MI NW FROM JACOB.
 HB1084'2.5 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB1084'STATION AT JACOB, JACKSON COUNTY, AT POLE 78/20, 35 FEET NORTH
 HB1084'OF THE CENTER OF A ROAD CROSSING, AND 45 FEET WEST OF THE
 HB1084'CENTERLINE OF THE WEST MAIN TRACK.  A STANDARD DISK, STAMPED F 98
 HB1084'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB1084
 HB1084                          STATION RECOVERY (1966)
 HB1084
 HB1084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HB1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1101 ***********************************************************************
 JB1101  DESIGNATION -  F 99
 JB1101  PID         -  JB1101
 JB1101  STATE/COUNTY-  IL/PERRY
 JB1101  USGS QUAD   -  PINCKNEYVILLE (1982)
 JB1101
 JB1101                         *CURRENT SURVEY CONTROL
 JB1101  ___________________________________________________________________
 JB1101* NAD 83(1986)-  38 06 49.     (N)    089 26 32.     (W)     SCALED    
 JB1101* NAVD 88     -       164.931  (meters)     541.11   (feet)  ADJUSTED  
 JB1101  ___________________________________________________________________
 JB1101  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JB1101  DYNAMIC HT  -         164.823 (meters)     540.76  (feet)  COMP
 JB1101  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 JB1101
 JB1101  VERT ORDER  -  SECOND    CLASS 0
 JB1101
 JB1101.The horizontal coordinates were scaled from a topographic map and have
 JB1101.an estimated accuracy of +/- 6 seconds.
 JB1101
 JB1101.The orthometric height was determined by differential leveling
 JB1101.and adjusted by the National Geodetic Survey in June 1991..
 JB1101
 JB1101.The geoid height was determined by GEOID03.
 JB1101
 JB1101.The dynamic height is computed by dividing the NAVD 88
 JB1101.geopotential number by the normal gravity value computed on the
 JB1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1101.degrees latitude (g = 980.6199 gals.).
 JB1101
 JB1101.The modeled gravity was interpolated from observed gravity values.
 JB1101
 JB1101;                    North         East    Units  Estimated Accuracy
 JB1101;SPC IL W     -   160,830.      763,530.      MT  (+/- 180 meters Scaled)
 JB1101
 JB1101                          SUPERSEDED SURVEY CONTROL
 JB1101
 JB1101  NGVD 29 (??/??/92)  165.026  (m)          541.42   (f) ADJ UNCH    2 0
 JB1101
 JB1101.Superseded values are not recommended for survey control.
 JB1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1101.See file dsdata.txt to determine how the superseded data were derived.
 JB1101
 JB1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH858212(NAD 83)
 JB1101_MARKER: DB = BENCH MARK DISK
 JB1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1101_STAMPING: F 99 1935
 JB1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1101+STABILITY: SURFACE MOTION
 JB1101
 JB1101  HISTORY     - Date     Condition        Report By
 JB1101  HISTORY     - 1935     MONUMENTED       CGS
 JB1101  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1101  HISTORY     - 1979     GOOD             ILDT
 JB1101  HISTORY     - 20020516 GOOD             ILDT
 JB1101
 JB1101                          STATION DESCRIPTION
 JB1101
 JB1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1101'4.1 MI NW FROM PINCKNEYVILLE.
 JB1101'4.1 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1101'STATION AT PINCKNEYVILLE, PERRY COUNTY, AT MILEPOST E 57, 54 FEET
 JB1101'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 152, AND 25 FEET
 JB1101'SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST MAIN TRACK.  A
 JB1101'STANDARD DISK, STAMPED F 99 1935 AND SET IN THE TOP OF A CONCRETE
 JB1101'POST.
 JB1101
 JB1101                          STATION RECOVERY (1974)
 JB1101
 JB1101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1101'MARK NOT FOUND.
 JB1101
 JB1101                          STATION RECOVERY (1979)
 JB1101
 JB1101'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1101'RECOVERED IN GOOD CONDITION.
 JB1101
 JB1101                          STATION RECOVERY (2002)
 JB1101
 JB1101'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 JB1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1778 ***********************************************************************
 MF1778  DESIGNATION -  FAA 06C A
 MF1778  PID         -  MF1778
 MF1778  STATE/COUNTY-  IL/COOK
 MF1778  USGS QUAD   -  LOMBARD (1993)
 MF1778
 MF1778                         *CURRENT SURVEY CONTROL
 MF1778  ___________________________________________________________________
 MF1778* NAD 83(1997)-  41 59 22.18777(N)    088 06 14.72999(W)     ADJUSTED  
 MF1778* NAVD 88     -       241.9    (meters)     794.     (feet)  GPS OBS   
 MF1778  ___________________________________________________________________
 MF1778  X           -     157,079.734 (meters)                     COMP
 MF1778  Y           -  -4,745,335.308 (meters)                     COMP
 MF1778  Z           -   4,244,876.189 (meters)                     COMP
 MF1778  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MF1778  ELLIP HEIGHT-         208.39  (meters)          (02/03/05) GPS OBS
 MF1778  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MF1778
 MF1778  HORZ ORDER  -  FIRST
 MF1778  ELLP ORDER  -  FOURTH    CLASS II
 MF1778
 MF1778.The horizontal coordinates were established by GPS observations
 MF1778.and adjusted by the National Geodetic Survey in October 1999..
 MF1778
 MF1778.The orthometric height was determined by GPS observations and a
 MF1778.high-resolution geoid model.
 MF1778
 MF1778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1778
 MF1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1778
 MF1778.The ellipsoidal height was determined by GPS observations
 MF1778.and is referenced to NAD 83.
 MF1778
 MF1778.The geoid height was determined by GEOID03.
 MF1778
 MF1778;                    North         East     Units Scale Factor Converg.
 MF1778;SPC IL E     -   590,961.415   318,995.500   MT  0.99997944   +0 09 12.1
 MF1778;SPC IL E     - 1,938,845.91  1,046,571.07   sFT  0.99997944   +0 09 12.1
 MF1778;UTM  16      - 4,649,199.575   408,546.114   MT  0.99970291   -0 44 19.3
 MF1778
 MF1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1778!SPC IL E     -   0.99996732  x   0.99997944  =   0.99994676
 MF1778!UTM  16      -   0.99996732  x   0.99970291  =   0.99967024
 MF1778
 MF1778:                Primary Azimuth Mark                     Grid Az
 MF1778:SPC IL E     -  FAA 06C B                                101 20 45.8
 MF1778:UTM  16      -  FAA 06C B                                102 14 17.2
 MF1778
 MF1778|---------------------------------------------------------------------|
 MF1778| PID    Reference Object                     Distance      Geod. Az  |
 MF1778|                                                           dddmmss.s |
 MF1778| MF1779 FAA 06C B                           APPROX. 0.6 KM 1012957.9 |
 MF1778|---------------------------------------------------------------------|
 MF1778
 MF1778                          SUPERSEDED SURVEY CONTROL
 MF1778
 MF1778  ELLIP H (10/21/99)  208.40   (m)                       GP(       ) 4 1
 MF1778  NAD 83(1997)-  41 59 22.18785(N)    088 06 14.73047(W) AD(       ) 1
 MF1778  ELLIP H (11/21/91)  208.29   (m)                       GP(       ) 4 1
 MF1778  NAD 83(1986)-  41 59 22.18605(N)    088 06 14.74488(W) AD(       ) 1
 MF1778  NGVD 29 (06/25/91)  241.9    (m)          794.     (f) GPS OBS        
 MF1778
 MF1778.Superseded values are not recommended for survey control.
 MF1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1778.See file dsdata.txt to determine how the superseded data were derived.
 MF1778
 MF1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0854649200(NAD 83)
 MF1778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MF1778_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MF1778+WITH SETTING: INFORMATION.
 MF1778_SP_SET: METAL ROD DRIVEN INTO GROUND
 MF1778_STAMPING: FAA 06C A 1990
 MF1778_MARK LOGO: NGS   
 MF1778_PROJECTION: FLUSH
 MF1778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MF1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1778+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1995
 MF1778_ROD/PIPE-DEPTH: 11.0 meters
 MF1778_SLEEVE-DEPTH  : 1.0 meters
 MF1778
 MF1778  HISTORY     - Date     Condition        Report By
 MF1778  HISTORY     - 1990     MONUMENTED       NGS
 MF1778  HISTORY     - 19910904 GOOD             MSE
 MF1778  HISTORY     - 19950503 GOOD             PATRIC
 MF1778  HISTORY     - 19970101 MARK NOT FOUND   NGS
 MF1778  HISTORY     - 20020110 GOOD             NGS
 MF1778
 MF1778                          STATION DESCRIPTION
 MF1778
 MF1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1778'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF THE VILLAGE OF
 MF1778'ROSELLE, ON THE SOUTH EDGE OF SCHAUMBURG, AT THE SCHAUMBURG AIR PARK,
 MF1778'0.26 KM (0.16 MI) EAST FROM THE WEST END OF THE RUNWAY, AND IN THE
 MF1778'SOUTHEAST ANGLE OF THE INTERSECTION OF THE RUNWAY AND A CROSS TAXI.
 MF1778'OWNERSHIP--GENE BOUSKA, MANAGER-OPERATOR, 901 W. IRVING PARK ROAD,
 MF1778'SCHAUMBURG, IL 60172. PHONE IS 708-980-9777.
 MF1778'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIHWAY 355 (TOLL
 MF1778'ROAD) AND US HIGHWAY 20 (LAKE STREET) IN THE NORTHWEST EDGE OF
 MF1778'ADDISON, GO WEST ON HIGHWAY 20 FOR 3.90 KM (2.42 MI) TO AN
 MF1778'INTERSECTION.  TURN RIGHT, NORTH, ON DU PAGE COUNTY ROAD 4
 MF1778'(BLOOMINGDALE ROAD WHICH TURNS INTO ROSELLE ROAD) FOR 3.06 KM
 MF1778'(1.90 MI) TO AN INTERSECTION AT THE CENTER OF THE VILLAGE OF ROSELLE.
 MF1778'TURN LEFT, WEST, ON STATE HIGHWAY 19 (IRVING PARK ROAD) FOR 1.75 KM
 MF1778'(1.09 MI) TO THE GRAVEL AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 MF1778'LEFT, SOUTH, ON THE GRAVEL ROAD FOR 0.15 KM (0.09 MI) TO A GATE IN
 MF1778'THE PARKING AREA AND A DRIVE LEADING SOUTH TO THE APRON.  PASS
 MF1778'THROUGH GATE AND GO SOUTH ON DRIVE FOR 0.06 KM (0.04 MI) TO THE
 MF1778'APRON.  TURN RIGHT, SOUTHWEST THEN WEST, ON APRON AND THEN PARALLEL
 MF1778'TAXI FOR 0.32 KM (0.20 MI) TO THE RUNWAY.  CROSS RUNWAY TO THE SOUTH
 MF1778'FOR 0.06 KM (0.04 MI) TO THE STATION ON THE LEFT WHICH IS ON LINE
 MF1778'WITH THE NORTH EDGE OF THE PARALLEL TAXI ON THE SOUTH SIDE OF THE
 MF1778'RUNWAY.
 MF1778'THE STATION IS LOCATED 49.2 M (161.4 FT) WEST FROM THE FIRST RUNWAY
 MF1778'LIGHT EAST OF THE TAXI CROSSING, 22.7 M (74.5 FT) SOUTH-SOUTHWEST
 MF1778'FROM THE CENTER OF THE RUNWAY, 15.4 M (50.5 FT) SOUTH-SOUTHEAST FROM
 MF1778'THE TAXI LIGHT AT THE JUNCTION OF THE TAXI AND THE RUNWAY, 13.3 M
 MF1778'(43.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE ROUNDED AIRPLANE
 MF1778'TURN-AROUND AND TAXI, AND 4.5 M (14.8 FT) NORTH-NORTHEAST FROM A
 MF1778'CARSONITE WITNESS POST ON THE NORTH EDGE OF A DIRT DITCH.
 MF1778'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1778
 MF1778                          STATION RECOVERY (1991)
 MF1778
 MF1778'RECOVERY NOTE BY MSE CORPORATION 1991
 MF1778'RECOVERED IN GOOD CONDITION.
 MF1778
 MF1778                          STATION RECOVERY (1995)
 MF1778
 MF1778'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1995 (BPG)
 MF1778'RECOVERED AS DESCRIBED.  THE SCHAUMBURG AIR PARK IS CURRENTLY UNDER
 MF1778'CONSTRUCTION.  EARTH MOVING VEHICLES ARE ACTIVE IN THE VICINITY OF THE
 MF1778'STATION MARK.
 MF1778
 MF1778                          STATION RECOVERY (1997)
 MF1778
 MF1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (BES)
 MF1778'THE MARK MIGHT HAVE BEEN DESTROYED DURING AIRPORT CONSTRUCTION.
 MF1778
 MF1778                          STATION RECOVERY (2002)
 MF1778
 MF1778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BES)
 MF1778'THE MARK WAS FOUND IN GOOD CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2020 ***********************************************************************
 JB2020  DESIGNATION -  FAA H96 A
 JB2020  PID         -  JB2020
 JB2020  STATE/COUNTY-  IL/FRANKLIN
 JB2020  USGS QUAD   -  REND LAKE DAM (1975)
 JB2020
 JB2020                         *CURRENT SURVEY CONTROL
 JB2020  ___________________________________________________________________
 JB2020* NAD 83(1997)-  38 00 19.65061(N)    088 56 05.05805(W)     ADJUSTED  
 JB2020* NAVD 88     -       133.2    (meters)     437.     (feet)  VERTCON   
 JB2020  ___________________________________________________________________
 JB2020  X           -      93,553.745 (meters)                     COMP
 JB2020  Y           -  -5,031,268.233 (meters)                     COMP
 JB2020  Z           -   3,905,985.201 (meters)                     COMP
 JB2020  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JB2020  ELLIP HEIGHT-         103.64  (meters)          (10/21/99) GPS OBS
 JB2020  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JB2020
 JB2020  HORZ ORDER  -  FIRST
 JB2020  ELLP ORDER  -  FOURTH    CLASS I
 JB2020
 JB2020.The horizontal coordinates were established by GPS observations
 JB2020.and adjusted by the National Geodetic Survey in October 1999..
 JB2020
 JB2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2020
 JB2020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2020
 JB2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2020
 JB2020.The ellipsoidal height was determined by GPS observations
 JB2020.and is referenced to NAD 83.
 JB2020
 JB2020.The geoid height was determined by GEOID03.
 JB2020
 JB2020;                    North         East     Units Scale Factor Converg.
 JB2020;SPC IL E     -   148,751.399   247,182.117   MT  1.00000935   -0 22 13.1
 JB2020;SPC IL E     -   488,028.55    810,963.33   sFT  1.00000935   -0 22 13.1
 JB2020;UTM  16      - 4,208,186.891   330,139.851   MT  0.99995536   -1 11 29.7
 JB2020
 JB2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2020!SPC IL E     -   0.99998374  x   1.00000935  =   0.99999309
 JB2020!UTM  16      -   0.99998374  x   0.99995536  =   0.99993910
 JB2020
 JB2020:                Primary Azimuth Mark                     Grid Az
 JB2020:SPC IL E     -  FAA H96 B                                359 23 17.2
 JB2020:UTM  16      -  FAA H96 B                                000 12 33.8
 JB2020
 JB2020|---------------------------------------------------------------------|
 JB2020| PID    Reference Object                     Distance      Geod. Az  |
 JB2020|                                                           dddmmss.s |
 JB2020| JB2021 FAA H96 B                           APPROX. 0.6 KM 3590104.1 |
 JB2020|---------------------------------------------------------------------|
 JB2020
 JB2020                          SUPERSEDED SURVEY CONTROL
 JB2020
 JB2020  NAD 83(1997)-  38 00 19.65946(N)    088 56 05.05835(W) AD(       ) 1
 JB2020  NAD 83(1986)-  38 00 19.66258(N)    088 56 05.05878(W) AD(       ) 1
 JB2020  NGVD 29 (06/25/91)  133.3    (m)          437.     (f) GPS OBS        
 JB2020
 JB2020.Superseded values are not recommended for survey control.
 JB2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2020.See file dsdata.txt to determine how the superseded data were derived.
 JB2020
 JB2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3014008187(NAD 83)
 JB2020_MARKER: I = METAL ROD
 JB2020_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2020_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2020_STAMPING: FAA H96 A 1990
 JB2020_MARK LOGO: NGS   
 JB2020_PROJECTION: FLUSH
 JB2020_MAGNETIC: I = MARKER IS A STEEL ROD
 JB2020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2020+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2020_ROD/PIPE-DEPTH: 5.2  meters
 JB2020_SLEEVE-DEPTH  : 1.0 meters
 JB2020
 JB2020  HISTORY     - Date     Condition        Report By
 JB2020  HISTORY     - 1990     MONUMENTED       NGS
 JB2020
 JB2020                          STATION DESCRIPTION
 JB2020
 JB2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2020'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST OF BENTON, AT
 JB2020'THE BENTON MUNICIPAL AIRPORT, OWNERSHIP--CITY OF BENTON, BENTON
 JB2020'MUNICIPAL AIRPORT, C/O PRESIDENT AIRPORT BOARD MIKE WYANT, BENTON, IL
 JB2020'62815.  AIRPORT MANAGER IS BILLIE F. REED, PHONE 618-435-5010, HOME
 JB2020'439-9751.
 JB2020'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND
 JB2020'STATE HIGHWAY 14 (EXIT 71) ON WEST SIDE OF BENTON, GO EAST ON HIGHWAY
 JB2020'14 FOR 0.40 KM (0.25 MI) TO THE LIGHT CONTROLLED INTERSECTION.  TURN
 JB2020'LEFT, NORTH, ON PAVED ROAD (N DEQUOIN ST) FOR 1.44 KM (0.89 MI) TO A
 JB2020'PAVED ROAD ON THE LEFT.  TURN LEFT, SOUTHERLY, THEN WEST, ON AIRPORT
 JB2020'ENTRANCE ROAD FOR 0.64 KM (0.40 MI) TO A GATE ON THE LEFT. TURN LEFT
 JB2020'PASSING THROUGH THE GATE AND GO SOUTH AND THEN WEST ACROSS APRON AND
 JB2020'TAXI FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF THE TAXI APPROACH AND
 JB2020'RUNWAY, THEN CROSS RUNWAY TO THE STATION AS DESCRIBED.
 JB2020'STATION IS 1.3 M (4.3 FT) NORTH OF AN EXTENDED CENTERLINE OF THE TAXI
 JB2020'APPROACH, 30.1 M (98.8 FT) WEST OF THE CENTERLINE OF THE RUNWAY, 33.2
 JB2020'M (108.9 FT) NORTHWEST OF RUNWAY LIGHT NUMBER 31, 27.8 M (91.2 FT)
 JB2020'SOUTHWEST OF A RUNWAY LIGHT, SET BETWEEN TWO FLAGGED WOODEN STAKES.
 JB2020'DESCRIBED BY G.F.S.  NOTE-EXTENSIVE CONSTRUCTION ON THE EAST SIDE OF
 JB2020'RUNWAY IS PLANNED FOR 1991. PROPOSED EXTENDING RUNWAY 18-36 FROM 2800
 JB2020'TO 4000 FEET. CONSTRUCTION OF COMPLETE PARALLEL TAXI TO RUNWAY 18-36.
 JB2020'AND CONSTRUCTION OF ADDITIONAL AIRCRAFT PARKING APRON AND HANGAR ARE
 JB2020'PLANNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2021 ***********************************************************************
 JB2021  DESIGNATION -  FAA H96 B
 JB2021  PID         -  JB2021
 JB2021  STATE/COUNTY-  IL/FRANKLIN
 JB2021  USGS QUAD   -  REND LAKE DAM (1975)
 JB2021
 JB2021                         *CURRENT SURVEY CONTROL
 JB2021  ___________________________________________________________________
 JB2021* NAD 83(1997)-  38 00 37.73606(N)    088 56 05.44994(W)     ADJUSTED  
 JB2021* NAVD 88     -       134.0    (meters)     440.     (feet)  VERTCON   
 JB2021  ___________________________________________________________________
 JB2021  X           -      93,537.815 (meters)                     COMP
 JB2021  Y           -  -5,030,925.753 (meters)                     COMP
 JB2021  Z           -   3,906,425.081 (meters)                     COMP
 JB2021  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JB2021  ELLIP HEIGHT-         104.47  (meters)          (10/21/99) GPS OBS
 JB2021  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 JB2021
 JB2021  HORZ ORDER  -  FIRST
 JB2021  ELLP ORDER  -  FOURTH    CLASS I
 JB2021
 JB2021.The horizontal coordinates were established by GPS observations
 JB2021.and adjusted by the National Geodetic Survey in October 1999..
 JB2021
 JB2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2021
 JB2021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2021
 JB2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2021
 JB2021.The ellipsoidal height was determined by GPS observations
 JB2021.and is referenced to NAD 83.
 JB2021
 JB2021.The geoid height was determined by GEOID03.
 JB2021
 JB2021;                    North         East     Units Scale Factor Converg.
 JB2021;SPC IL E     -   149,309.072   247,176.161   MT  1.00000935   -0 22 13.5
 JB2021;SPC IL E     -   489,858.18    810,943.79   sFT  1.00000935   -0 22 13.5
 JB2021;UTM  16      - 4,208,744.562   330,141.890   MT  0.99995536   -1 11 30.4
 JB2021
 JB2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2021!SPC IL E     -   0.99998361  x   1.00000935  =   0.99999296
 JB2021!UTM  16      -   0.99998361  x   0.99995536  =   0.99993897
 JB2021
 JB2021:                Primary Azimuth Mark                     Grid Az
 JB2021:SPC IL E     -  FAA H96 A                                179 23 17.3
 JB2021:UTM  16      -  FAA H96 A                                180 12 34.2
 JB2021
 JB2021|---------------------------------------------------------------------|
 JB2021| PID    Reference Object                     Distance      Geod. Az  |
 JB2021|                                                           dddmmss.s |
 JB2021| JB2020 FAA H96 A                           APPROX. 0.6 KM 1790103.8 |
 JB2021|---------------------------------------------------------------------|
 JB2021
 JB2021                          SUPERSEDED SURVEY CONTROL
 JB2021
 JB2021  NAD 83(1997)-  38 00 37.74491(N)    088 56 05.45024(W) AD(       ) 1
 JB2021  NAD 83(1986)-  38 00 37.74803(N)    088 56 05.45067(W) AD(       ) 1
 JB2021  NGVD 29 (06/25/91)  134.1    (m)          440.     (f) GPS OBS        
 JB2021
 JB2021.Superseded values are not recommended for survey control.
 JB2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2021.See file dsdata.txt to determine how the superseded data were derived.
 JB2021
 JB2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3014208745(NAD 83)
 JB2021_MARKER: I = METAL ROD
 JB2021_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2021_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2021_STAMPING: FAA H96 B 1990
 JB2021_MARK LOGO: NGS   
 JB2021_PROJECTION: FLUSH
 JB2021_MAGNETIC: I = MARKER IS A STEEL ROD
 JB2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2021+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2021_ROD/PIPE-DEPTH: 4.9  meters
 JB2021_SLEEVE-DEPTH  : 1.0 meters
 JB2021
 JB2021  HISTORY     - Date     Condition        Report By
 JB2021  HISTORY     - 1990     MONUMENTED       NGS
 JB2021
 JB2021                          STATION DESCRIPTION
 JB2021
 JB2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2021'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST OF BENTON, AT
 JB2021'THE BENTON MUNICIPAL AIRPORT, OWNERSHIP--CITY OF BENTON, BENTON
 JB2021'MUNICIPAL AIRPORT, C/O PRESIDENT AIRPORT BOARD MIKE WYANT, BENTON, IL
 JB2021'62815.  AIRPORT MANAGER IS BILLIE F. REED, PHONE 618-435-5010, HOME
 JB2021'439-9751.
 JB2021'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND
 JB2021'STATE HIGHWAY 14 (EXIT 71) ON WEST SIDE OF BENTON, GO EAST ON HIGHWAY
 JB2021'14 FOR 0.40 KM (0.25 MI) TO THE LIGHT CONTROLLED INTERSECTION.  TURN
 JB2021'LEFT, NORTH, ON PAVED ROAD (NORTH DUQUOIN ST) FOR 1.44 KM (0.89 MI)
 JB2021'TO A PAVED ROAD ON THE LEFT. AFTER PASSING OVER INTERSTATE 57, TURN
 JB2021'LEFT, SOUTHERLY, THEN WEST, ON AIRPORT ENTRANCE ROAD FOR 0.64 KM
 JB2021'(0.40 MI) TO A GATE ON THE LEFT AND AIRPORT OFFICE ON THE RIGHT, TURN
 JB2021'LEFT PASSING THROUGH THE GATE AND GO SOUTH AND WEST ACROSS APRON AND
 JB2021'TAXI FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF RUNWAY 18-36, THEN GO
 JB2021'NORTH ALONG THE EAST SIDE OF RUNWAY FOR 0.3 MI (0.5 KM) TO THE NORTH
 JB2021'END OF RUNWAY AND THE STATION NEAR THE NORTHWEST CORNER OF THE PAVED
 JB2021'ASPHALT AND IN LINE WITH THE END OF RUNWAY.
 JB2021'STATION IS 32.6 M (107.0 FT) WEST OF A PK NAIL LOCATED AT THE
 JB2021'CENTERLINE AND EXTREME END OF ASPHALT, 20.3 M (66.6 FT)
 JB2021'WEST-SOUTHWEST OF THE MOST WEST 1 OF 6 END RUNWAY LIGHTS, 26.6 M
 JB2021'(87.3 FT) EAST OF A FENCELINE, 26.3 M (86.3 FT) EAST OF A FIBERGLASS
 JB2021'WITNESS POST, AT A FLAGGED WOODEN STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0100 ***********************************************************************
 LD0100  DESIGNATION -  FAIR
 LD0100  PID         -  LD0100
 LD0100  STATE/COUNTY-  IL/KNOX
 LD0100  USGS QUAD   -  GALESBURG EAST (1982)
 LD0100
 LD0100                         *CURRENT SURVEY CONTROL
 LD0100  ___________________________________________________________________
 LD0100* NAD 83(1997)-  40 55 06.20387(N)    090 17 53.32110(W)     ADJUSTED  
 LD0100* NAVD 88     -       237.014  (meters)     777.60   (feet)  ADJUSTED  
 LD0100  ___________________________________________________________________
 LD0100  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 LD0100  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0100  DYNAMIC HT  -         236.908 (meters)     777.26  (feet)  COMP
 LD0100  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 LD0100
 LD0100  HORZ ORDER  -  SECOND
 LD0100  VERT ORDER  -  SECOND    CLASS 0
 LD0100
 LD0100.The horizontal coordinates were established by classical geodetic methods
 LD0100.and adjusted by the National Geodetic Survey in October 1999..
 LD0100
 LD0100.The orthometric height was determined by differential leveling
 LD0100.and adjusted by the National Geodetic Survey in June 1991..
 LD0100
 LD0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0100
 LD0100.The geoid height was determined by GEOID03.
 LD0100
 LD0100.The dynamic height is computed by dividing the NAVD 88
 LD0100.geopotential number by the normal gravity value computed on the
 LD0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0100.degrees latitude (g = 980.6199 gals.).
 LD0100
 LD0100.The modeled gravity was interpolated from observed gravity values.
 LD0100
 LD0100;                    North         East     Units Scale Factor Converg.
 LD0100;SPC IL W     -   471,971.333   688,925.084   MT  0.99994269   -0 05 10.0
 LD0100;SPC IL W     - 1,548,459.28  2,260,248.38   sFT  0.99994269   -0 05 10.0
 LD0100;UTM  15      - 4,533,212.736   727,522.341   MT  1.00023719   +1 46 13.5
 LD0100
 LD0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0100!SPC IL W     -   0.99996800  x   0.99994269  =   0.99991069
 LD0100!UTM  15      -   0.99996800  x   1.00023719  =   1.00020518
 LD0100
 LD0100|---------------------------------------------------------------------|
 LD0100| PID    Reference Object                     Distance      Geod. Az  |
 LD0100|                                                           dddmmss.s |
 LD0100| LD0695 FAIR RM 5                             4.265 METERS 02514     |
 LD0100| CL8485 FAIR RM 4                             4.246 METERS 02528     |
 LD0100| LD0101 FAIR RM 1                             9.718 METERS 06432     |
 LD0100| LD0718 KNOXVILLE CO NURSING HOME TANK      APPROX. 1.0 KM 0875545.7 |
 LD0100| LD0099 FAIR RM 2                             8.775 METERS 22109     |
 LD0100| LD0694 FAIR RM 3                             8.994 METERS 23431     |
 LD0100| LD0714 GALESBURG CBQ RR POWERHSE STK       APPROX. 6.3 KM 2935445.4 |
 LD0100| LD0711 GALESBURG CORP CHRISTI CATH CH      APPROX. 6.5 KM 2955351.0 |
 LD0100| LD0717 GALESBURG ILL PWR AND L CO STK      APPROX. 7.2 KM 2982455.1 |
 LD0100| LD0716 GALESBURG ILL PWR AND L CO TWR      APPROX. 7.2 KM 2983618.2 |
 LD0100| LD0715 GALESBURG RAD STA WGIL MAST         APPROX. 4.7 KM 3044945.0 |
 LD0100|---------------------------------------------------------------------|
 LD0100
 LD0100                          SUPERSEDED SURVEY CONTROL
 LD0100
 LD0100  NAD 83(1997)-  40 55 06.20368(N)    090 17 53.32108(W) AD(       ) 2
 LD0100  NAD 83(1986)-  40 55 06.20809(N)    090 17 53.33310(W) AD(       ) 2
 LD0100  NAD 27      -  40 55 06.07410(N)    090 17 52.87610(W) AD(       ) 2
 LD0100  NGVD 29 (??/??/92)  237.071  (m)          777.79   (f) ADJ UNCH    2 0
 LD0100
 LD0100.Superseded values are not recommended for survey control.
 LD0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0100.See file dsdata.txt to determine how the superseded data were derived.
 LD0100
 LD0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2752233213(NAD 83)
 LD0100_MARKER: DS = TRIANGULATION STATION DISK
 LD0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0100_STAMPING: FAIR 1959
 LD0100_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0100+STABILITY: SURFACE MOTION
 LD0100
 LD0100  HISTORY     - Date     Condition        Report By
 LD0100  HISTORY     - 1959     MONUMENTED       CGS
 LD0100  HISTORY     - 1959     GOOD             CGS
 LD0100  HISTORY     - 1964     GOOD             CGS
 LD0100  HISTORY     - 1973     GOOD             USGS
 LD0100  HISTORY     - 1979     GOOD             NGS
 LD0100  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0100
 LD0100                          STATION DESCRIPTION
 LD0100
 LD0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0100'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF KNOXVILLE
 LD0100'AND AT THE NORTHWEST CORNER OF THE KNOX COUNTY FAIRGROUNDS
 LD0100'AND RACE TRACK.
 LD0100'
 LD0100'TO REACH FROM THE POST OFFICE IN KNOXVILLE, GO WEST ON U.S.
 LD0100'HIGHWAY 150 (MAIN STREET) FOR 0.35 MILE TO A SIDE STREET RIGHT,
 LD0100'TURN RIGHT (NORTH) FOR 0.65 MILE TO THE FIRST GATE OF THREE
 LD0100'ON THE LEFT.  TURN LEFT AND GO WEST THROUGH FAIRGROUNDS FOR
 LD0100'0.4 MILE, BEAR RIGHT AND GO NORTH FOR 0.1 MILE TO THE NORTHWEST
 LD0100'CORNER OF FAIRGROUNDS AND THE STATION AS DESCRIBED.
 LD0100'
 LD0100'THE STATION IS 123 FEET EAST-SOUTHEAST OF FENCE CORNER, 46 FEET
 LD0100'SOUTH OF FENCE LINE, 34 FEET NORTH-NORTHWEST OF APPROXIMATE
 LD0100'CENTER OF RACE TRACK AND 2.8 FEET NORTH-NORTHWEST OF A WITNESS
 LD0100'POST.  THE MARK IS A STANDARD DISK SET IN TOP OF A 12 X 12
 LD0100'INCH CONCRETE POST PROJECTING ABOUT 2 INCHES AND THE DISK
 LD0100'IS STAMPED FAIR 1959.
 LD0100'
 LD0100'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF FENCELINE, 30 FEET
 LD0100'NORTH-NORTHWEST OF APPROXIMATE CENTER OF RACE TRACK AND 3.1
 LD0100'FEET EAST-NORTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD
 LD0100'REFERENCE MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE
 LD0100'POST PROJECTING ABOUT 2 INCHES AND THE DISK IS STAMPED FAIR
 LD0100'NO 1 1959.
 LD0100'
 LD0100'REFERENCE MARK NO. 2 IS 28.2 FEET WEST-SOUTHWEST OF A WITNESS
 LD0100'POST AND 28 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER
 LD0100'OF RACE TRACK.  THE MARK IS A STANDARD REFERENCE MARK DISK
 LD0100'SET IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT
 LD0100'2 INCHES AND THE DISK IS STAMPED FAIR NO 2 1959.
 LD0100'
 LD0100'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 LD0100
 LD0100                          STATION RECOVERY (1959)
 LD0100
 LD0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LD0100'AT KNOXVILLE.
 LD0100'AT KNOXVILLE, AT THE NORTHWEST CORNER OF THE COUNTY FAIR GROUNDS,
 LD0100'46 FEET SOUTH OF FENCE LINE ALONG THE NORTH SIDE OF THE FAIR
 LD0100'GROUNDS, 118 FEET EAST OF FENCE LINE ALONG THE WEST SIDE OF THE
 LD0100'FAIR GROUNDS, 122 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER
 LD0100'OF THE FAIR GROUND, 32 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 LD0100'THE RACE TRACK, 2.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 2
 LD0100'FEET ABOVE THE LEVEL OF THE RACE TRACK, SET IN THE TOP OF A
 LD0100'CONCRETE POST PROJECTING 2 INCHES.
 LD0100
 LD0100                          STATION RECOVERY (1964)
 LD0100
 LD0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 LD0100'RECOVERED STATION MARK AS DESCRIBED AND THE REFERENCE MARKS
 LD0100'AS RELOCATED BY OTHERS.  THE R.M.S WERE RESTAMPED AND
 LD0100'TRAVERSE-REFERENCED TO THE STATION MARK.
 LD0100'
 LD0100'ABOUT 0.3 MILE W ALONG MAIN STREET (NO. 150 U.S. HWY.) FROM
 LD0100'CENTER OF TOWN SQUARE ABOUT 75 YARDS N OF THE POST OFFICE
 LD0100'IN KNOXVILLE, THENCE 0.6 MILE N ON HENDERSON STREET, THENCE
 LD0100'THRU S GATE OF FAIRGROUNDS AND 0.55 MILE WESTERLY AND NORTHERLY
 LD0100'TO NW CORNER OF FAIRGROUNDS AND THE STATION, 123 FEET ESE
 LD0100'OF FENCE CORNER, 53.5 FEET NW OF INSIDE RAIL OF RACETRACK,
 LD0100'46 FEET S OF BOUNDARY FENCE, 2.2 FEET SE OF STEEL WITNESS
 LD0100'POST, FLUSH WITH GROUND, STANDARD DISKS STAMPED FAIR 1959.
 LD0100'
 LD0100'R.M. NO. 3 IS 55 FEET NW OF INSIDE RAIL OF RACETRACK, 1.6
 LD0100'FEET WSW OF STEEL WITNESS POST, FLUSH WITH GROUND BUT 0.2
 LD0100'FOOT BELOW THE GENERAL LEVEL OF THE GROUND AROUND IT.
 LD0100'
 LD0100'R.M. NO. 4 IS 33 FEET S OF PROPERTY LINE FENCE, 60.5 FEET
 LD0100'NW OF RACETRACK INSIDE RAIL, AND PROJECTING 0.1 FOOT ABOVE
 LD0100'GROUND.  MANY TANKS, ETC., SERVE AS AZIMUTH MARKS.
 LD0100
 LD0100                          STATION RECOVERY (1973)
 LD0100
 LD0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0100'STATION AND R.M. 3 AND R.M. 4 FOUND IN GOOD CONDITION
 LD0100'
 LD0100'DIRECTIONS AND DISTANCES CHECKED OK
 LD0100'
 LD0100'DESCRIPTION IS ADEQUATE
 LD0100
 LD0100                          STATION RECOVERY (1979)
 LD0100
 LD0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LD0100'STATION MARK AND RM 3 FOUND IN GOOD CONDITION.  RM 4 FOUND
 LD0100'DESTROYED.  RM 5 WAS ESTABLISHED.  THE DISTANCE TO RM 4 WAS LONGER BY
 LD0100'0.04 FT.  THE DIRECTION CHECKED.  THE ONLY VISIBLE PLACE TO SET AN
 LD0100'AZIMUTH MARK AT THIS TIME WOULD BE IN WAY OF OPERATIONS AT FAIR
 LD0100'GROUNDS.
 LD0100'
 LD0100'THE PREVIOUS TOO REACH AND DESCRIPTION ARE ADEQUATE TO RECOVER
 LD0100'STATION.  RM 5 IS 9.1 FT NW OF A METAL GUARD RAIL, 8.4 FT NW OF FENCE,
 LD0100'3.6 FT S OF FENCE LINE 0.5 FT NW OF A METAL WITNESS POST.  THE MARK
 LD0100'PROJECTS 1 INCH AND THE DISK STAMPED FAIR 1959 NO 5 1979.
 LD0100
 LD0100                          STATION RECOVERY (1997)
 LD0100
 LD0100'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1559 ***********************************************************************
 HB1559  DESIGNATION -  FAIR
 HB1559  PID         -  HB1559
 HB1559  STATE/COUNTY-  IL/MASSAC
 HB1559  USGS QUAD   -  METROPOLIS (1996)
 HB1559
 HB1559                         *CURRENT SURVEY CONTROL
 HB1559  ___________________________________________________________________
 HB1559* NAD 83(1997)-  37 09 01.03391(N)    088 42 46.62690(W)     ADJUSTED  
 HB1559* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 HB1559  ___________________________________________________________________
 HB1559  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HB1559  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HB1559
 HB1559  HORZ ORDER  -  FIRST
 HB1559
 HB1559.The horizontal coordinates were established by classical geodetic methods
 HB1559.and adjusted by the National Geodetic Survey in October 1999..
 HB1559
 HB1559.The orthometric height was scaled from a topographic map.
 HB1559
 HB1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1559
 HB1559.The geoid height was determined by GEOID03.
 HB1559
 HB1559;                    North         East     Units Scale Factor Converg.
 HB1559;SPC IL E     -    53,736.364   266,276.911   MT  0.99998900   -0 13 45.3
 HB1559;SPC IL E     -   176,300.05    873,610.17   sFT  0.99998900   -0 13 45.3
 HB1559;UTM  16      - 4,112,917.890   347,882.574   MT  0.99988505   -1 02 04.8
 HB1559
 HB1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1559!SPC IL E     -   0.99998831  x   0.99998900  =   0.99997731
 HB1559!UTM  16      -   0.99998831  x   0.99988505  =   0.99987336
 HB1559
 HB1559:                Primary Azimuth Mark                     Grid Az
 HB1559:SPC IL E     -  METROPOLIS RADIO STA WMOK MAST           042 56 02.7
 HB1559:UTM  16      -  METROPOLIS RADIO STA WMOK MAST           043 44 22.2
 HB1559
 HB1559|---------------------------------------------------------------------|
 HB1559| PID    Reference Object                     Distance      Geod. Az  |
 HB1559|                                                           dddmmss.s |
 HB1559| HB1562 METROPOLIS RADIO STA WMOK MAST      479.682 METERS 0424217.4 |
 HB1559| CI4403 FAIR AZ MK                                         0454338.0 |
 HB1559| CI4404 FAIR RM 1                            28.530 METERS 08342     |
 HB1559| HB1542 PADUCAH RADIO STA KIB 337 MAST      APPROX.12.6 KM 1245116.9 |
 HB1559| CI4405 FAIR RM 2                            28.896 METERS 17325     |
 HB1559|---------------------------------------------------------------------|
 HB1559
 HB1559                          SUPERSEDED SURVEY CONTROL
 HB1559
 HB1559  NAD 83(1997)-  37 09 01.03826(N)    088 42 46.62553(W) AD(       ) 1
 HB1559  NAD 83(1986)-  37 09 01.04418(N)    088 42 46.62880(W) AD(       ) 1
 HB1559  NAD 27      -  37 09 00.84735(N)    088 42 46.44160(W) AD(       ) 1
 HB1559
 HB1559.Superseded values are not recommended for survey control.
 HB1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1559.See file dsdata.txt to determine how the superseded data were derived.
 HB1559
 HB1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4788312918(NAD 83)
 HB1559_MARKER: DS = TRIANGULATION STATION DISK
 HB1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1559
 HB1559  HISTORY     - Date     Condition        Report By
 HB1559  HISTORY     - 1957     MONUMENTED       CGS
 HB1559  HISTORY     - 1964     GOOD             ILDT
 HB1559  HISTORY     - 1976     GOOD             NGS
 HB1559
 HB1559                          STATION DESCRIPTION
 HB1559
 HB1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1559'THE STATION IS ABOUT 1 MILE EAST OF THE CENTER OF METROPOLIS, NEAR
 HB1559'THE SOUTHWEST CORNER OF THE MASSAC COUNTY FAIR GROUNDS. IT IS
 HB1559'112 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 45, 52 FEET EAST OF A
 HB1559'WIRE FENCE AND A WHITE WITNESS POST, 84 FEET NORTH OF A WIRE
 HB1559'FENCE, 32 FEET NORTHEAST OF AN 18 INCH HICKORY TREE AND 131 FEET
 HB1559'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK. THE MONUMENT IS
 HB1559'FLUSH AND THE DISK IS STAMPED FAIR 1957.
 HB1559'
 HB1559'TO REACH THE STATION FROM THE POST OFFICE IN METROPOLIS, GO EASTERLY
 HB1559'ON U.S. HIGHWAY 45 FOR 1.45 MILES TO A RAILROAD CROSSING
 HB1559'AT THE SOUTHWEST CORNER OF THE MASSAC COUNTY FAIR GROUNDS AND THE
 HB1559'STATION AS DESCRIBED.
 HB1559'
 HB1559'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE LAWN AT
 HB1559'RADIO STATION WMOK BROADCASTING STATION. IT IS 19 FEET NORTH
 HB1559'OF THE CENTERLINE OF A GRAVELED ROAD, 50 FEET SOUTHEAST OF THE EAST
 HB1559'CORNER OF A CONCRETE BLOCK BUILDING AND 15 FEET EAST OF A
 HB1559'POWER LINE POLE AND A WHITE WITNESS POST. THE MONUMENT IS FLUSH AND
 HB1559'THE DISK IS STAMPED FAIR 1957.
 HB1559'
 HB1559'REFERENCE MARK 1 IS 134 FEET NORTH OF A WIRE FENCE, 82 FEET WEST OF
 HB1559'THE CENTERLINE OF A GRAVELED ROAD AND 131 FEET NORTH OF A LIGHT
 HB1559'POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIR NO 1 1957.
 HB1559'
 HB1559'REFERENCE MARK 2 IS 67 FEET EAST OF A LIGHT POLE, 70 FEET EAST OF A
 HB1559'FENCE CORNER, 71 FEET SOUTHEAST OF AN 18 INCH HICKORY TREE AND
 HB1559'1 FOOT NORTH OF A WIRE FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE
 HB1559'DISK IS STAMPED FAIR NO 2 1957.
 HB1559'
 HB1559'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1559
 HB1559                          STATION RECOVERY (1964)
 HB1559
 HB1559'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964
 HB1559'FAIR 1957 RECOVERED GOOD.
 HB1559'
 HB1559'FAIR NO 1, 1957 RECOVERED GOOD.
 HB1559'
 HB1559'FAIR NO 2, 1957 RECOVERED GOOD.
 HB1559'
 HB1559'FAIR 1957 (AZI) RECOVERED GOOD.
 HB1559
 HB1559                          STATION RECOVERY (1976)
 HB1559
 HB1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARS)
 HB1559'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 HB1559'
 HB1559'HORIZONTAL DISTANCE TO AZIMUTH MARK = 1357.98 FT (BY LASER PAN
 HB1559'AND ER)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1865 ***********************************************************************
 JB1865  DESIGNATION -  FAIR
 JB1865  PID         -  JB1865
 JB1865  STATE/COUNTY-  IL/WASHINGTON
 JB1865  USGS QUAD   -  ASHLEY (1974)
 JB1865
 JB1865                         *CURRENT SURVEY CONTROL
 JB1865  ___________________________________________________________________
 JB1865* NAD 83(1997)-  38 18 06.87915(N)    089 13 43.08812(W)     ADJUSTED  
 JB1865* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 JB1865  ___________________________________________________________________
 JB1865  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 JB1865  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 JB1865
 JB1865  HORZ ORDER  -  SECOND
 JB1865
 JB1865.The horizontal coordinates were established by classical geodetic methods
 JB1865.and adjusted by the National Geodetic Survey in October 1999..
 JB1865
 JB1865.The orthometric height was scaled from a topographic map.
 JB1865
 JB1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1865
 JB1865.The geoid height was determined by GEOID03.
 JB1865
 JB1865;                    North         East     Units Scale Factor Converg.
 JB1865;SPC IL W     -   181,896.079   782,046.691   MT  1.00002405   +0 34 53.1
 JB1865;SPC IL W     -   596,770.72  2,565,764.85   sFT  1.00002405   +0 34 53.1
 JB1865;SPC IL E     -   181,865.166   221,688.092   MT  1.00005050   -0 33 17.8
 JB1865;SPC IL E     -   596,669.30    727,321.68   sFT  1.00005050   -0 33 17.8
 JB1865;UTM  16      - 4,241,663.266   305,125.152   MT  1.00006771   -1 22 54.3
 JB1865
 JB1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1865!SPC IL W     -   0.99997648  x   1.00002405  =   1.00000053
 JB1865!SPC IL E     -   0.99997648  x   1.00005050  =   1.00002698
 JB1865!UTM  16      -   0.99997648  x   1.00006771  =   1.00004419
 JB1865
 JB1865:                Primary Azimuth Mark                     Grid Az
 JB1865:SPC IL W     -  FAIR AZ MK                               057 46 59.3
 JB1865:SPC IL E     -  FAIR AZ MK                               058 55 10.2
 JB1865:UTM  16      -  FAIR AZ MK                               059 44 46.7
 JB1865
 JB1865|---------------------------------------------------------------------|
 JB1865| PID    Reference Object                     Distance      Geod. Az  |
 JB1865|                                                           dddmmss.s |
 JB1865| CI4406 FAIR AZ MK                                         0582152.4 |
 JB1865| CI4407 FAIR RM 1                            25.560 METERS 17003     |
 JB1865| JB1860 88 S USGS 1962                       30.652 METERS 25632     |
 JB1865| CI4408 FAIR RM 2                            12.660 METERS 30838     |
 JB1865|---------------------------------------------------------------------|
 JB1865
 JB1865                          SUPERSEDED SURVEY CONTROL
 JB1865
 JB1865  NAD 83(1997)-  38 18 06.89415(N)    089 13 43.08736(W) AD(       ) 2
 JB1865  NAD 83(1986)-  38 18 06.89418(N)    089 13 43.08717(W) AD(       ) 2
 JB1865  NAD 27      -  38 18 06.71535(N)    089 13 42.80412(W) AD(       ) 2
 JB1865
 JB1865.Superseded values are not recommended for survey control.
 JB1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1865.See file dsdata.txt to determine how the superseded data were derived.
 JB1865
 JB1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0512541663(NAD 83)
 JB1865_MARKER: DS = TRIANGULATION STATION DISK
 JB1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1865
 JB1865  HISTORY     - Date     Condition        Report By
 JB1865  HISTORY     - 1962     MONUMENTED       CGS
 JB1865
 JB1865                          STATION DESCRIPTION
 JB1865
 JB1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1865'THE STATION IS ABOUT 5-1/2 MILES NORTH OF DUBOIS, ABOUT 3 MILES
 JB1865'SOUTHWEST OF ASHLEY, IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
 JB1865'SECTION 5, T. 3 S., R. 1 W., AND ON THE PROPERTY OF THE FAIRVIEW
 JB1865'CHURCH.  IT IS 143 FEET EAST OF THE INTERSECTION OF A CROSSROAD,
 JB1865'52 FEET SOUTH OF THE CENTERLINE OF AN OILED ROAD, 35 FEET
 JB1865'SOUTH-SOUTHWEST OF A POWER POLE WITH A GUY WIRE AND 28 FEET NORTHEAST
 JB1865'OF THE NORTHEAST CORNER OF A CONCRETE FOUNDATION.  THE
 JB1865'MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIR 1962.
 JB1865'
 JB1865'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND 460 AND STATE
 JB1865'HIGHWAY 15, ABOUT 2 MILES WEST OF ASHLEY, GO SOUTH ON HIGHWAY 51 FOR
 JB1865'2.25 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 JB1865'
 JB1865'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AT THE STATION, GO EAST
 JB1865'ON AN OILED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JB1865'NORTH ON A GRAVLED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 JB1865'LEFT.
 JB1865'
 JB1865'REFERENCE MARK 1 IS 43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JB1865'THE CONCRETE FOUNDATION, 35 FEET EAST OF A 24 INCH OAK TREE AND 5
 JB1865'FEET NORTHWEST OF A 14 INCH SASSAFRAS TREE.  THE MONUMENT IS FLUSH
 JB1865'AND THE DISK IS STAMPED FAIR NO 1 1962.
 JB1865'
 JB1865'REFERENCE MARK 2 IS 46 FEET WEST OF THE POWER POLE WITH THE GUY WIRE,
 JB1865'27 FEET SOUTH OF THE CENTERLINE OF THE OILED ROAD AND 3 FEET SOUTH
 JB1865'OF A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JB1865'STAMPED FAIR NO 2 1962.
 JB1865'
 JB1865'THE AZIMUTH MARK IS 60 FEET SOUTHWEST OF THE CENTERLINE OF A T-ROAD,
 JB1865'22 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 15 FEET EAST OF
 JB1865'THE EAST EDGE OF A POND AND 3 FEET EAST OF A WITNESS POST.  THE
 JB1865'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIR 1962.
 JB1865'
 JB1865'88 S (USGS) IS A U.S. GEOLOGICAL AND STATE SURVEY DISK STAMPED 88
 JB1865'S 1928 SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST THAT
 JB1865'PROJECTS 3 INCHES.  IT IS 48 FEET NORTH OF A TELEPHONE POLE, 34
 JB1865'FEET EAST OF THE CENTERLINE OF HIGHWAY 51 AND 19 FEET SOUTH OF THE
 JB1865'CENTERLINE OF A DRIVEWAY.
 JB1865'
 JB1865'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0101 ***********************************************************************
 LD0101  DESIGNATION -  FAIR RM 1
 LD0101  PID         -  LD0101
 LD0101  STATE/COUNTY-  IL/KNOX
 LD0101  USGS QUAD   -  GALESBURG EAST (1982)
 LD0101
 LD0101                         *CURRENT SURVEY CONTROL
 LD0101  ___________________________________________________________________
 LD0101* NAD 83(1986)-  40 55 09.     (N)    090 17 12.     (W)     SCALED    
 LD0101* NAVD 88     -       236.981  (meters)     777.50   (feet)  ADJUSTED  
 LD0101  ___________________________________________________________________
 LD0101  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0101  DYNAMIC HT  -         236.876 (meters)     777.15  (feet)  COMP
 LD0101  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LD0101
 LD0101  VERT ORDER  -  SECOND    CLASS 0
 LD0101
 LD0101.The horizontal coordinates were scaled from a topographic map and have
 LD0101.an estimated accuracy of +/- 6 seconds.
 LD0101
 LD0101.The orthometric height was determined by differential leveling
 LD0101.and adjusted by the National Geodetic Survey in June 1991..
 LD0101
 LD0101.The geoid height was determined by GEOID03.
 LD0101
 LD0101.The dynamic height is computed by dividing the NAVD 88
 LD0101.geopotential number by the normal gravity value computed on the
 LD0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0101.degrees latitude (g = 980.6199 gals.).
 LD0101
 LD0101.The modeled gravity was interpolated from observed gravity values.
 LD0101
 LD0101;                    North         East    Units  Estimated Accuracy
 LD0101;SPC IL W     -   472,060.      689,890.      MT  (+/- 180 meters Scaled)
 LD0101
 LD0101                          SUPERSEDED SURVEY CONTROL
 LD0101
 LD0101  NGVD 29 (??/??/92)  237.038  (m)          777.68   (f) ADJ UNCH    2 0
 LD0101
 LD0101.Superseded values are not recommended for survey control.
 LD0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0101.See file dsdata.txt to determine how the superseded data were derived.
 LD0101
 LD0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF284333(NAD 83)
 LD0101_MARKER: DR = REFERENCE MARK DISK
 LD0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0101_STAMPING: FAIR NO 1 1959
 LD0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0101+STABILITY: SURFACE MOTION
 LD0101
 LD0101  HISTORY     - Date     Condition        Report By
 LD0101  HISTORY     - 1959     MONUMENTED       CGS
 LD0101  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0101
 LD0101                          STATION DESCRIPTION
 LD0101
 LD0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0101'AT KNOXVILLE.
 LD0101'AT KNOXVILLE, AT THE NORTHWEST CORNER OF THE COUNTY FAIR GROUNDS,
 LD0101'32 FEET SOUTH OF FENCE LINE ALONG THE NORTH SIDE OF THE FAIR
 LD0101'GROUNDS, 146 FEET EAST OF FENCE LINE ALONG THE WEST SIDE OF THE
 LD0101'FAIR GROUND, 146.5 FEET EAST-SOUTHEAST OF THE NORTHWEST FENCE
 LD0101'CORNER OF THE FAIR GROUNDS, 29 FEET NORTH-NORTHWEST OF THE RACE
 LD0101'TRACK, 31.9 FEET EAST-NORTHEAST OF TRIANGULATION STATION FAIR,
 LD0101'31.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 LD0101'ABOVE THE LEVEL OF THE RACE TRACK, SET IN THE TOP OF A CONCRETE
 LD0101'POST PROJECTING 1 INCH.
 LD0101
 LD0101                          STATION RECOVERY (1997)
 LD0101
 LD0101'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0099 ***********************************************************************
 LD0099  DESIGNATION -  FAIR RM 2
 LD0099  PID         -  LD0099
 LD0099  STATE/COUNTY-  IL/KNOX
 LD0099  USGS QUAD   -  GALESBURG EAST (1982)
 LD0099
 LD0099                         *CURRENT SURVEY CONTROL
 LD0099  ___________________________________________________________________
 LD0099* NAD 83(1986)-  40 55 09.     (N)    090 17 12.     (W)     SCALED    
 LD0099* NAVD 88     -       236.910  (meters)     777.26   (feet)  ADJUSTED  
 LD0099  ___________________________________________________________________
 LD0099  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0099  DYNAMIC HT  -         236.805 (meters)     776.92  (feet)  COMP
 LD0099  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LD0099
 LD0099  VERT ORDER  -  SECOND    CLASS 0
 LD0099
 LD0099.The horizontal coordinates were scaled from a topographic map and have
 LD0099.an estimated accuracy of +/- 6 seconds.
 LD0099
 LD0099.The orthometric height was determined by differential leveling
 LD0099.and adjusted by the National Geodetic Survey in June 1991..
 LD0099
 LD0099.The geoid height was determined by GEOID03.
 LD0099
 LD0099.The dynamic height is computed by dividing the NAVD 88
 LD0099.geopotential number by the normal gravity value computed on the
 LD0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0099.degrees latitude (g = 980.6199 gals.).
 LD0099
 LD0099.The modeled gravity was interpolated from observed gravity values.
 LD0099
 LD0099;                    North         East    Units  Estimated Accuracy
 LD0099;SPC IL W     -   472,060.      689,890.      MT  (+/- 180 meters Scaled)
 LD0099
 LD0099                          SUPERSEDED SURVEY CONTROL
 LD0099
 LD0099  NGVD 29 (??/??/92)  236.967  (m)          777.45   (f) ADJ UNCH    2 0
 LD0099
 LD0099.Superseded values are not recommended for survey control.
 LD0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0099.See file dsdata.txt to determine how the superseded data were derived.
 LD0099
 LD0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF284333(NAD 83)
 LD0099_MARKER: DR = REFERENCE MARK DISK
 LD0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0099_STAMPING: FAIR NO 2 1959
 LD0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0099+STABILITY: SURFACE MOTION
 LD0099
 LD0099  HISTORY     - Date     Condition        Report By
 LD0099  HISTORY     - 1959     MONUMENTED       CGS
 LD0099  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0099
 LD0099                          STATION DESCRIPTION
 LD0099
 LD0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0099'AT KNOXVILLE.
 LD0099'AT KNOXVILLE, AT THE NORTHWEST CORNER OF THE COUNTY FAIR GROUNDS,
 LD0099'69 FEET SOUTH OF FENCE LINE ALONG THE NORTH SIDE OF THE FAIR
 LD0099'GROUNDS, 99 FEET EAST OF THE FENCE LINE ALONG THE WEST SIDE OF THE
 LD0099'FAIR GROUNDS, 115 FEET SOUTHEAST OF THE NORTHWEST FENCE CORNER OF
 LD0099'THE FAIR GROUNDS, 28 FEET NORTH-NORTHWEST OF THE RACE TRACK, 28.8
 LD0099'FEET WEST-SOUTHWEST OF TRIANGULATION STATION FAIR, 28.6 FEET
 LD0099'WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 LD0099'LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LD0099'2 INCHES.
 LD0099
 LD0099                          STATION RECOVERY (1997)
 LD0099
 LD0099'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0694 ***********************************************************************
 LD0694  DESIGNATION -  FAIR RM 3
 LD0694  PID         -  LD0694
 LD0694  STATE/COUNTY-  IL/KNOX
 LD0694  USGS QUAD   -  GALESBURG EAST (1982)
 LD0694
 LD0694                         *CURRENT SURVEY CONTROL
 LD0694  ___________________________________________________________________
 LD0694* NAD 83(1986)-  40 55 09.     (N)    090 17 12.     (W)     SCALED    
 LD0694* NAVD 88     -       236.87   (meters)     777.1    (feet)  RESET     
 LD0694  ___________________________________________________________________
 LD0694  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0694
 LD0694  VERT ORDER  -  THIRD
 LD0694
 LD0694.The horizontal coordinates were scaled from a topographic map and have
 LD0694.an estimated accuracy of +/- 6 seconds.
 LD0694
 LD0694.The orthometric height was computed from unverified reset data.
 LD0694.No vertical observational check was made to the station.
 LD0694
 LD0694.The geoid height was determined by GEOID03.
 LD0694
 LD0694;                    North         East    Units  Estimated Accuracy
 LD0694;SPC IL W     -   472,060.      689,890.      MT  (+/- 180 meters Scaled)
 LD0694
 LD0694                          SUPERSEDED SURVEY CONTROL
 LD0694
 LD0694  NGVD 29 (03/28/06)  236.93   (m)          777.3    (f) RESET       3  
 LD0694
 LD0694.Superseded values are not recommended for survey control.
 LD0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0694.See file dsdata.txt to determine how the superseded data were derived.
 LD0694
 LD0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF284333(NAD 83)
 LD0694_MARKER: DR = REFERENCE MARK DISK
 LD0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0694_STAMPING: FAIR 1959 NO 3 1964
 LD0694_PROJECTION: FLUSH
 LD0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0694+STABILITY: SURFACE MOTION
 LD0694
 LD0694  HISTORY     - Date     Condition        Report By
 LD0694  HISTORY     - 1964     MONUMENTED       CGS
 LD0694  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0694
 LD0694                          STATION DESCRIPTION
 LD0694
 LD0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LD0694'IN KNOXVILLE.
 LD0694'IN KNOXVILLE, AT THE NORTHWEST CORNER OF THE COUNTY FAIRGROUNDS, 2.3
 LD0694'FEET NORTHWEST OF A FENCE, 60 FEET SOUTH OF A FENCE, 3.6 FEET
 LD0694'NORTHWEST OF THE METAL GUARD RAIL.
 LD0694'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 LD0694
 LD0694                          STATION RECOVERY (1997)
 LD0694
 LD0694'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0695 ***********************************************************************
 LD0695  DESIGNATION -  FAIR RM 5
 LD0695  PID         -  LD0695
 LD0695  STATE/COUNTY-  IL/KNOX
 LD0695  USGS QUAD   -  GALESBURG EAST (1982)
 LD0695
 LD0695                         *CURRENT SURVEY CONTROL
 LD0695  ___________________________________________________________________
 LD0695* NAD 83(1986)-  40 55 09.     (N)    090 17 12.     (W)     SCALED    
 LD0695* NAVD 88     -       237.13   (meters)     778.0    (feet)  RESET     
 LD0695  ___________________________________________________________________
 LD0695  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0695
 LD0695  VERT ORDER  -  THIRD
 LD0695
 LD0695.The horizontal coordinates were scaled from a topographic map and have
 LD0695.an estimated accuracy of +/- 6 seconds.
 LD0695
 LD0695.The orthometric height was computed from unverified reset data.
 LD0695.No vertical observational check was made to the station.
 LD0695
 LD0695.The geoid height was determined by GEOID03.
 LD0695
 LD0695;                    North         East    Units  Estimated Accuracy
 LD0695;SPC IL W     -   472,060.      689,890.      MT  (+/- 180 meters Scaled)
 LD0695
 LD0695                          SUPERSEDED SURVEY CONTROL
 LD0695
 LD0695  NGVD 29 (03/28/06)  237.19   (m)          778.2    (f) RESET       3  
 LD0695
 LD0695.Superseded values are not recommended for survey control.
 LD0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0695.See file dsdata.txt to determine how the superseded data were derived.
 LD0695
 LD0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF284333(NAD 83)
 LD0695_MARKER: DR = REFERENCE MARK DISK
 LD0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0695_STAMPING: FAIR 1959 NO 5 1979
 LD0695_PROJECTION: FLUSH
 LD0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0695+STABILITY: SURFACE MOTION
 LD0695
 LD0695  HISTORY     - Date     Condition        Report By
 LD0695  HISTORY     - 1979     MONUMENTED       NGS
 LD0695  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0695
 LD0695                          STATION DESCRIPTION
 LD0695
 LD0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LD0695'IN KNOXVILLE.
 LD0695'IN KNOXVILLE, AT THE NORTHWEST CORNER OF THE COUNTY FAIRGROUNDS, 9.1
 LD0695'FEET NORTHWEST OF A METAL GUARD RAIL, 30 FEET SOUTH OF FENCE,
 LD0695'4.0 FEET NORTHWEST OF A FENCE.
 LD0695'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 LD0695
 LD0695                          STATION RECOVERY (1997)
 LD0695
 LD0695'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1770 ***********************************************************************
 LC1770  DESIGNATION -  FAIRBANKS
 LC1770  PID         -  LC1770
 LC1770  STATE/COUNTY-  IL/PIATT
 LC1770  USGS QUAD   -  BELLFLOWER (1983)
 LC1770
 LC1770                         *CURRENT SURVEY CONTROL
 LC1770  ___________________________________________________________________
 LC1770* NAD 83(1997)-  40 16 28.15305(N)    088 31 03.56456(W)     ADJUSTED  
 LC1770* NAVD 88     -       246.1    (meters)     807.     (feet)  VERTCON   
 LC1770  ___________________________________________________________________
 LC1770  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 LC1770  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LC1770
 LC1770  HORZ ORDER  -  FIRST
 LC1770
 LC1770.The horizontal coordinates were established by classical geodetic methods
 LC1770.and adjusted by the National Geodetic Survey in October 1999..
 LC1770
 LC1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1770
 LC1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1770
 LC1770.The geoid height was determined by GEOID03.
 LC1770
 LC1770;                    North         East     Units Scale Factor Converg.
 LC1770;SPC IL E     -   400,494.135   284,323.499   MT  0.99997802   -0 07 09.0
 LC1770;SPC IL E     - 1,313,954.51    932,818.01   sFT  0.99997802   -0 07 09.0
 LC1770;UTM  16      - 4,459,328.149   370,970.961   MT  0.99980494   -0 58 52.4
 LC1770
 LC1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1770!SPC IL E     -   0.99996642  x   0.99997802  =   0.99994444
 LC1770!UTM  16      -   0.99996642  x   0.99980494  =   0.99977136
 LC1770
 LC1770:                Primary Azimuth Mark                     Grid Az
 LC1770:SPC IL E     -  MANSFIELD MUNICIPAL TANK                 171 49 06.7
 LC1770:UTM  16      -  MANSFIELD MUNICIPAL TANK                 172 40 50.1
 LC1770
 LC1770|---------------------------------------------------------------------|
 LC1770| PID    Reference Object                     Distance      Geod. Az  |
 LC1770|                                                           dddmmss.s |
 LC1770| LC1775 MANSFIELD MUNICIPAL TANK            APPROX. 7.0 KM 1714157.7 |
 LC1770| CI7384 FAIRBANKS AZ MK                                    1794812.3 |
 LC1770| CI7386 FAIRBANKS RM 2                       37.143 METERS 20001     |
 LC1770| LC1792 FARMER CITY MUN WORKS STK           APPROX.10.7 KM 2525448.6 |
 LC1770| LC1790 FARMER CITY MUNICIPAL TANK          APPROX.10.8 KM 2525648.3 |
 LC1770| LC1791 FARMER CITY SAC HEART CATH CH       APPROX.11.2 KM 2551536.2 |
 LC1770| CI7385 FAIRBANKS RM 1                       34.406 METERS 33735     |
 LC1770|---------------------------------------------------------------------|
 LC1770
 LC1770                          SUPERSEDED SURVEY CONTROL
 LC1770
 LC1770  NAD 83(1986)-  40 16 28.15986(N)    088 31 03.56287(W) AD(       ) 1
 LC1770  NAD 27      -  40 16 28.04280(N)    088 31 03.34330(W) AD(       ) 1
 LC1770  NGVD 29 (07/19/86)  246.1    (m)          807.     (f) VERT ANG       
 LC1770
 LC1770.Superseded values are not recommended for survey control.
 LC1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1770.See file dsdata.txt to determine how the superseded data were derived.
 LC1770
 LC1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK7097159328(NAD 83)
 LC1770_MARKER: DS = TRIANGULATION STATION DISK
 LC1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1770
 LC1770  HISTORY     - Date     Condition        Report By
 LC1770  HISTORY     - 1934     MONUMENTED       CGS
 LC1770  HISTORY     - 1959     GOOD             CGS
 LC1770  HISTORY     - 20001229 MARK NOT FOUND   ZAMBRA
 LC1770
 LC1770                          STATION DESCRIPTION
 LC1770
 LC1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1770'STATION IS 4 MILES N OF MANSFIELD, 1.4 MILES W AND 0.5 MILE
 LC1770'N OF BLUE RIDGE R.R. STATION ON THE WABASH R.R. NEAR THE W
 LC1770'SIDE CENTER OF SEC. 15, T. 21 W., R. 6 E., ON THE E SIDE
 LC1770'OF RIGHT-OF-WAY.  THE STATION MARK IS 3 FEET W OF FENCE
 LC1770'LINE, 25 FEET E OF CENTER LINE OF ROAD, 170 FEET N OF FENCE
 LC1770'CORNER AND A LARGE ROW OF HEDGE TREES, AND PROJECTS 4 INCHES.
 LC1770'
 LC1770'TO REACH FROM MANSFIELD, GO N 3.8 MILES TO CROSSROADS 0.4
 LC1770'MILE W OF BLUE RIDGE R.R. STATION, THENCE WEST 1.0 MILE TO
 LC1770'CROSSROADS, THENCE NORTH 0.5 MILE TO STATION.
 LC1770'
 LC1770'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1770'BRONZE DISKS SET IN CONCRETE.
 LC1770'
 LC1770'REFERENCE MARK NO. 1 IS NNW OF THE STATION, IN FENCE LINE,
 LC1770'18 FEET W OF CENTER LINE OF ROAD, AND PROJECTS 5 INCHES.
 LC1770'REFERENCE MARK NO. 2 IS SSW OF THE STATION, IN FENCE LINE,
 LC1770'18 FEET W OF CENTER LINE OF ROAD, 50 FEET N OF FENCE CORNER,
 LC1770'AND PROJECTS 6 INCHES.
 LC1770'
 LC1770'AZIMUTH MARK IS S OF THE STATION, 29 FEET E OF CENTER LINE
 LC1770'OF ROAD, 2 FEET W OF HEDGE FENCE, AND PROJECTS 5 INCHES.
 LC1770'
 LC1770'ECC. CORRECTION FOR ALEXANDER AND FAIRBANKS IS MINUS 0.28.
 LC1770
 LC1770                          STATION RECOVERY (1959)
 LC1770
 LC1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1770'STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 LC1770'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 LC1770'IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.  THE FENCE
 LC1770'LINES AT THE STATION HAVE BEEN MOVED SO A NEW DESCRIPTION
 LC1770'OF THE STATION MARK AND THE REFERENCE MARKS FOLLOW.
 LC1770'
 LC1770'STATION MARK, A STANDARD DISK STAMPED FAIRBANKS 1934, IS SET
 LC1770'IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LC1770'GROUND.  THE MARK IS 23 FEET EAST OF THE APPROXIMATE CENTER
 LC1770'OF THE DIRT ROAD, 2.6 FEET SOUTHEAST OF A WITNESS POST AND
 LC1770'2 FEET EAST OF A FENCE LINE.
 LC1770'
 LC1770'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED FAIRBANKS
 LC1770'NO 1 1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 LC1770'4 INCHES.  THE MARK IS 19.5 FEET WEST OF THE APPROXIMATE
 LC1770'CENTER OF THE DIRT ROAD AND 3.7 FEET EAST OF A FENCE LINE.
 LC1770'
 LC1770'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED FAIRBANKS
 LC1770'NO 2 1934, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 LC1770'7 INCHES.  THE MARK IS 45 FEET NORTH OF THE APPROXIMATE CENTER
 LC1770'OF A FIELD ENTRANCE, 19.5 FEET WEST OF THE APPROXIMATE CENTER
 LC1770'OF THE DIRT ROAD AND 5.2 FEET EAST OF A FENCE LINE.
 LC1770'
 LC1770'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED FAIRBANKS
 LC1770'1934 AZIMUTH, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 LC1770'6 INCHES.  THE MARK IS 21 FEET EAST OF THE APPROXIMATE CENTER
 LC1770'OF THE DIRT ROAD AND 1 FOOT NORTH OF A WITNESS POST.  THE
 LC1770'MARK IS SET IN A FENCE LINE.
 LC1770
 LC1770                          STATION RECOVERY (2000)
 LC1770
 LC1770'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000
 LC1770'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC1770'SEARCHED FOR NOT FOUND.  FOUND SOME REMNANTS OF RM'S (CONCRETE
 LC1770'PIECES).  AZIMUTH MARK NOT FOUND, STATION NOT FOUND.  MEASURES
 LC1770'FROM REMNANTS YIELDS LOCATION IN PLOWED AREA.
 LC1770' 
 LC1770' 
 LC1770'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1837 ***********************************************************************
 LC1837  DESIGNATION -  FAIRBURY MUNICIPAL TANK
 LC1837  PID         -  LC1837
 LC1837  STATE/COUNTY-  IL/LIVINGSTON
 LC1837  USGS QUAD   -  FAIRBURY (1986)
 LC1837
 LC1837                         *CURRENT SURVEY CONTROL
 LC1837  ___________________________________________________________________
 LC1837* NAD 83(1997)-  40 44 49.97849(N)    088 31 00.92357(W)     ADJUSTED  
 LC1837* NAVD 88     -                                                        
 LC1837  ___________________________________________________________________
 LC1837  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LC1837  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC1837
 LC1837  HORZ ORDER  -  THIRD
 LC1837
 LC1837.The horizontal coordinates were established by classical geodetic methods
 LC1837.and adjusted by the National Geodetic Survey in October 1999..
 LC1837
 LC1837
 LC1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1837
 LC1837.The geoid height was determined by GEOID03.
 LC1837
 LC1837;                    North         East     Units Scale Factor Converg.
 LC1837;SPC IL E     -   452,986.707   284,495.153   MT  0.99997796   -0 07 11.4
 LC1837;SPC IL E     - 1,486,173.89    933,381.18   sFT  0.99997796   -0 07 11.4
 LC1837;UTM  16      - 4,511,802.963   371,936.031   MT  0.99980186   -0 59 25.0
 LC1837
 LC1837                          SUPERSEDED SURVEY CONTROL
 LC1837
 LC1837  NAD 83(1986)-  40 44 49.99083(N)    088 31 00.93100(W) AD(       ) 4
 LC1837  NAD 27      -  40 44 49.86700(N)    088 31 00.71800(W) AD(       ) 3
 LC1837
 LC1837.Superseded values are not recommended for survey control.
 LC1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1837.See file dsdata.txt to determine how the superseded data were derived.
 LC1837
 LC1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7193611803(NAD 83)
 LC1837_MARKER: 82 = FINIAL
 LC1837
 LC1837  HISTORY     - Date     Condition        Report By
 LC1837  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1837
 LC1837                          STATION DESCRIPTION
 LC1837
 LC1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1837'THE POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL
 LC1837'TANK OF FAIRBURY.  THE TANK IS A STEEL STRUCTURE MOUNTED
 LC1837'ON A BRICK FOUNDATION.  IT IS APPROXIMATELY 125 FEET HIGH
 LC1837'AND IS LOCATED IN THE CENTRAL PART OF TOWN AT THE WEST END
 LC1837'OF THE MAIN STREET.
 LC1837'
 LC1837'OBSERVED UPON FROM TRIANGULATION STATIONS.  THOMAS, FELKEY,
 LC1837'PONTIAC, SWYGERT.
 LC1837'
 LC1837'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1838 ***********************************************************************
 LC1838  DESIGNATION -  FAIRBURY PRESBYTERIAN CH SPIRE
 LC1838  PID         -  LC1838
 LC1838  STATE/COUNTY-  IL/LIVINGSTON
 LC1838  USGS QUAD   -  FAIRBURY (1986)
 LC1838
 LC1838                         *CURRENT SURVEY CONTROL
 LC1838  ___________________________________________________________________
 LC1838* NAD 83(1997)-  40 44 40.72456(N)    088 30 46.74590(W)     ADJUSTED  
 LC1838* NAVD 88     -                                                        
 LC1838  ___________________________________________________________________
 LC1838  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 LC1838  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC1838
 LC1838  HORZ ORDER  -  THIRD
 LC1838
 LC1838.The horizontal coordinates were established by classical geodetic methods
 LC1838.and adjusted by the National Geodetic Survey in October 1999..
 LC1838
 LC1838
 LC1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1838
 LC1838.The geoid height was determined by GEOID03.
 LC1838
 LC1838;                    North         East     Units Scale Factor Converg.
 LC1838;SPC IL E     -   452,700.570   284,827.168   MT  0.99997783   -0 07 02.1
 LC1838;SPC IL E     - 1,485,235.12    934,470.47   sFT  0.99997783   -0 07 02.1
 LC1838;UTM  16      - 4,511,511.867   372,263.604   MT  0.99980083   -0 59 15.5
 LC1838
 LC1838                          SUPERSEDED SURVEY CONTROL
 LC1838
 LC1838  NAD 83(1986)-  40 44 40.73667(N)    088 30 46.75308(W) AD(       ) 4
 LC1838  NAD 27      -  40 44 40.61200(N)    088 30 46.54400(W) AD(       ) 3
 LC1838
 LC1838.Superseded values are not recommended for survey control.
 LC1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1838.See file dsdata.txt to determine how the superseded data were derived.
 LC1838
 LC1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7226411512(NAD 83)
 LC1838_MARKER: 90 = CHURCH SPIRE
 LC1838
 LC1838  HISTORY     - Date     Condition        Report By
 LC1838  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1838
 LC1838                          STATION DESCRIPTION
 LC1838
 LC1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1838'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE OF THE
 LC1838'PRESBYTERIAN CHURCH OF FAIRBURY.  THE CHURCH IS A FRAME
 LC1838'STRUCTURE PAINTED YELLOW WITH THE SPIRE ON THE NORTHWEST
 LC1838'CORNER OF THE BUILDING.  THE SPIRE IS APPROXIMATELY 90 FEET
 LC1838'HIGH AND IS LOCATED AT THIRD AND ELM STREETS IN THE CENTRAL
 LC1838'PART OF TOWN.
 LC1838'
 LC1838'OBSERVED UPON FROM TRIANGULATION STATIONS SANKEN, FELKEY,
 LC1838'THOMAS, AND SWYGERT.
 LC1838'
 LC1838'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0183 ***********************************************************************
 JB0183  DESIGNATION -  FAIRFIELD
 JB0183  PID         -  JB0183
 JB0183  STATE/COUNTY-  IL/WAYNE
 JB0183  USGS QUAD   -  FAIRFIELD (1971)
 JB0183
 JB0183                         *CURRENT SURVEY CONTROL
 JB0183  ___________________________________________________________________
 JB0183* NAD 83(1997)-  38 22 47.51483(N)    088 21 25.43657(W)     ADJUSTED  
 JB0183* NAVD 88     -       135.539  (meters)     444.68   (feet)  ADJUSTED  
 JB0183  ___________________________________________________________________
 JB0183  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JB0183  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JB0183  DYNAMIC HT  -         135.454 (meters)     444.40  (feet)  COMP
 JB0183  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JB0183
 JB0183  HORZ ORDER  -  THIRD
 JB0183  VERT ORDER  -  SECOND    CLASS 0
 JB0183
 JB0183.The horizontal coordinates were established by classical geodetic methods
 JB0183.and adjusted by the National Geodetic Survey in October 1999..
 JB0183
 JB0183.The orthometric height was determined by differential leveling
 JB0183.and adjusted by the National Geodetic Survey in June 1991..
 JB0183
 JB0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0183
 JB0183.The geoid height was determined by GEOID03.
 JB0183
 JB0183.The dynamic height is computed by dividing the NAVD 88
 JB0183.geopotential number by the normal gravity value computed on the
 JB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0183.degrees latitude (g = 980.6199 gals.).
 JB0183
 JB0183.The modeled gravity was interpolated from observed gravity values.
 JB0183
 JB0183;                    North         East     Units Scale Factor Converg.
 JB0183;SPC IL E     -   190,139.134   297,926.377   MT  0.99997505   -0 00 53.0
 JB0183;SPC IL E     -   623,814.81    977,446.79   sFT  0.99997505   -0 00 53.0
 JB0183;UTM  16      - 4,248,834.853   381,467.903   MT  0.99977303   -0 50 33.6
 JB0183
 JB0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0183!SPC IL E     -   0.99998353  x   0.99997505  =   0.99995859
 JB0183!UTM  16      -   0.99998353  x   0.99977303  =   0.99975657
 JB0183
 JB0183:                Primary Azimuth Mark                     Grid Az
 JB0183:SPC IL E     -  JASPER                                   025 00 51.0
 JB0183:UTM  16      -  JASPER                                   025 50 31.6
 JB0183
 JB0183|---------------------------------------------------------------------|
 JB0183| PID    Reference Object                     Distance      Geod. Az  |
 JB0183|                                                           dddmmss.s |
 JB0183| JB1704 JASPER                              APPROX. 3.6 KM 0245958.0 |
 JB0183| JB1703 FAIRFIELD RAD STA WFIW MAST         APPROX. 2.7 KM 0895935.1 |
 JB0183| CI4411 FAIRFIELD RM 3                                     16711     |
 JB0183| JB1711 FAIRFIELD AIRTEX CO WATER TANK      APPROX. 1.2 KM 2434335.2 |
 JB0183| JB1716 FAIRFIELD RAD STA KSA 238 MAST      APPROX. 2.3 KM 2714740.9 |
 JB0183| JB1706 FAIRFIELD EAST MUNICIPAL TANK       APPROX. 0.8 KM 2752209.7 |
 JB0183| JB1701 FAIRFIELD CITY STACK                APPROX. 0.8 KM 2763039.2 |
 JB0183| CI4409 FAIRFIELD RM 1                       25.290 METERS 27845     |
 JB0183| JB1707 FAIRFIELD WAYNE CO CTHSE             25.299 METERS 29026     |
 JB0183| CI4410 FAIRFIELD RM 2                       21.415 METERS 34506     |
 JB0183|---------------------------------------------------------------------|
 JB0183
 JB0183                          SUPERSEDED SURVEY CONTROL
 JB0183
 JB0183  NAD 83(1997)-  38 22 47.51972(N)    088 21 25.43463(W) AD(       ) 3
 JB0183  NAD 83(1997)-  38 22 47.52692(N)    088 21 25.43544(W) AD(       ) 3
 JB0183  NAD 83(1986)-  38 22 47.52796(N)    088 21 25.43589(W) AD(       ) 3
 JB0183  NAD 27      -  38 22 47.35604(N)    088 21 25.26680(W) AD(       ) 3
 JB0183  NGVD 29 (??/??/92)  135.662  (m)          445.08   (f) ADJ UNCH    2 0
 JB0183
 JB0183.Superseded values are not recommended for survey control.
 JB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0183.See file dsdata.txt to determine how the superseded data were derived.
 JB0183
 JB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8146848835(NAD 83)
 JB0183_MARKER: DB = BENCH MARK DISK
 JB0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0183_SP_SET: BUILDING
 JB0183_STAMPING: FAIRFIELD 1934
 JB0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JB0183+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 JB0183
 JB0183  HISTORY     - Date     Condition        Report By
 JB0183  HISTORY     - 1934     MONUMENTED       CGS
 JB0183  HISTORY     - 1961     GOOD             CGS
 JB0183  HISTORY     - 1970     GOOD             ILDT
 JB0183  HISTORY     - 20051017 GOOD             APISUR
 JB0183
 JB0183                          STATION DESCRIPTION
 JB0183
 JB0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JB0183'AT FAIRFIELD.
 JB0183'AT FAIRFIELD, WAYNE COUNTY, AT THE SOUTHWEST CORNER OF THE
 JB0183'INTERSECTION OF THIRD AND DELAWARE STREETS, IN THE NORTH WALL OF
 JB0183'THE POST OFFICE, AND NEAR THE NORTHEAST CORNER OF THE BUILDING.
 JB0183'A STANDARD DISK, STAMPED FAIRFIELD 1934 AND SET VERTICALLY.
 JB0183
 JB0183                          STATION RECOVERY (1961)
 JB0183
 JB0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB0183'NO MEASUREMENT BETWEEN RMS COURTHOUSE ON LINE.
 JB0183'
 JB0183'THE STATION IS IN THE SOUTHEAST CORNER OF THE WAYNE COUNTY COURTHOUSE
 JB0183'LAWN IN FAIRFIELD.  IT IS
 JB0183'103 FEET NORTH OF THE CENTERLINE OF EAST MAIN
 JB0183'STREET, 60 FEET WEST OF THE
 JB0183'CENTERLINE OF NORTHEAST 4TH STREET, 47
 JB0183'FEET NORTH OF A 36 INCH ELM TREE, 43 FEET
 JB0183'SOUTHWEST OF A 12 INCH
 JB0183'MAPLE TREE AND 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JB0183'COURTHOUSE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIRFIELD
 JB0183'1961.
 JB0183'
 JB0183'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON 4TH STREET
 JB0183'FOR 0.1 MILE TO THE
 JB0183'MARK ON THE LEFT.
 JB0183'
 JB0183'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE BOTTOM CONCRETE
 JB0183'STEP OF THE SOUTH ENTRANCE
 JB0183'TO THE COURTHOUSE.  IT IS 7.6 FEET WEST OF THE
 JB0183'EAST END OF THE STEP AND 2.3 FEET
 JB0183'EAST OF THE WEST END OF THE STEP.
 JB0183'THE DISK IS STAMPED FAIRFIELD NO 1 1961, AND
 JB0183'PROJECTS 6 INCHES ABOVE GROUND LEVEL.
 JB0183'
 JB0183'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE IN THE BOTTOM CONCRETE
 JB0183'SET OF THE EAST ENTRANCE
 JB0183'TO THE COURTHOUSE.  IT IS 5.7 FEET SOUTH OF THE
 JB0183'NORTH END OF THE STEP AND 1.4 FEET
 JB0183'NORTH OF THE SOUTH END OF THE
 JB0183'STEP.  THE DISK IS STAMPED FAIRFIELD NO 2 1961, AND
 JB0183'PROJECTS 6 INCHES
 JB0183'ABOVE GROUND LEVEL.
 JB0183'
 JB0183'REFERENCE MARK 3 IS 32 FEET EAST OF THE CENTERLINE OF SOUTHEAST
 JB0183'FOURTH STREET, 30 FEET
 JB0183'SOUTH OF THE CENTERLINE OF EAST DELEWARE STREET, 6 INCHES
 JB0183'SOUTH OF THE SOUTH EDGE OF
 JB0183'A SIDEWALK AND 1 FOOT EAST OF A CITIES
 JB0183'SERVICE SIGN.  THE MONUMENT IS FLUSH AND THE
 JB0183'DISK IS STAMPED FAIRFIELD NO 3 1961.
 JB0183'
 JB0183'DIRECTION TO REFERENCE MARK 3 WAS OBTAINED BY PRECISE METHODS.
 JB0183'
 JB0183'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB0183
 JB0183                          STATION RECOVERY (1970)
 JB0183
 JB0183'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DRR)
 JB0183'FAIRFIELD 1961 RECOVERED GOOD.
 JB0183'
 JB0183'FAIRFIELD NO.1 1961 RECOVERED GOOD.
 JB0183'
 JB0183'FAIRFIED NO 2 1961 RECOVERED GOOD.
 JB0183'
 JB0183'FAIRFIED NO 3 1961 RECOVERED GOOD.
 JB0183'
 JB0183'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--
 JB0183'1) 12 INCH MAPLE TREE 43 NORTH OF STATION HAS BEEN SAWED DOWN, ONLY
 JB0183'THE STUMP REMAINS.  2) THE CITIES SERVICE SIGN ONE FOOT WEST OF
 JB0183'R.M. NO. 3 HAS BEEN REMOVED.
 JB0183
 JB0183                          STATION RECOVERY (2005)
 JB0183
 JB0183'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (NRB)
 JB0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1711 ***********************************************************************
 JB1711  DESIGNATION -  FAIRFIELD AIRTEX CO WATER TANK
 JB1711  PID         -  JB1711
 JB1711  STATE/COUNTY-  IL/WAYNE
 JB1711  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB1711
 JB1711                         *CURRENT SURVEY CONTROL
 JB1711  ___________________________________________________________________
 JB1711* NAD 83(1997)-  38 22 29.82467(N)    088 22 10.95159(W)     ADJUSTED  
 JB1711* NAVD 88     -                                                        
 JB1711  ___________________________________________________________________
 JB1711  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JB1711  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB1711
 JB1711  HORZ ORDER  -  THIRD
 JB1711
 JB1711.The horizontal coordinates were established by classical geodetic methods
 JB1711.and adjusted by the National Geodetic Survey in October 1999..
 JB1711
 JB1711
 JB1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1711
 JB1711.The geoid height was determined by GEOID03.
 JB1711
 JB1711;                    North         East     Units Scale Factor Converg.
 JB1711;SPC IL E     -   189,594.043   296,821.471   MT  0.99997512   -0 01 21.3
 JB1711;SPC IL E     -   622,026.46    973,821.78   sFT  0.99997512   -0 01 21.3
 JB1711;UTM  16      - 4,248,305.889   380,355.460   MT  0.99977629   -0 51 01.5
 JB1711
 JB1711                          SUPERSEDED SURVEY CONTROL
 JB1711
 JB1711  NAD 83(1997)-  38 22 29.82983(N)    088 22 10.94983(W) AD(       ) 4
 JB1711  NAD 83(1997)-  38 22 29.83677(N)    088 22 10.95061(W) AD(       ) 4
 JB1711  NAD 83(1986)-  38 22 29.83781(N)    088 22 10.95086(W) AD(       ) 4
 JB1711  NAD 27      -  38 22 29.66455(N)    088 22 10.78057(W) AD(       ) 3
 JB1711
 JB1711.Superseded values are not recommended for survey control.
 JB1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1711.See file dsdata.txt to determine how the superseded data were derived.
 JB1711
 JB1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8035548306(NAD 83)
 JB1711_MARKER: 53 = ELEVATED TANK
 JB1711
 JB1711  HISTORY     - Date     Condition        Report By
 JB1711  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1711
 JB1711                          STATION DESCRIPTION
 JB1711
 JB1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1711'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED STEEL TANK
 JB1711'PAINTED SILVER
 JB1711'WITH THE LEGEND AIRTEX ON THE NORTHEAST AND SOUTHWEST
 JB1711'SIDES OF THE TANK.  THE OVERALL
 JB1711'HEIGHT IS 120 FEET.  IT IS IN THE
 JB1711'SOUTHWEST SECTION OF FAIRFIELD, 0.05 MILE WEST OF
 JB1711'THE INTERSECTION OF
 JB1711'WEST KING AND SOUTHWEST SEVENTH STREETS.  THE TANK IS OWNED BY THE
 JB1711'AIRTEX FUEL PUMP COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6920 ***********************************************************************
 DE6920  DESIGNATION -  FAIRFIELD AZ
 DE6920  PID         -  DE6920
 DE6920  STATE/COUNTY-  IL/WAYNE
 DE6920  USGS QUAD   -  BURNT PRAIRIE (1971)
 DE6920
 DE6920                         *CURRENT SURVEY CONTROL
 DE6920  ___________________________________________________________________
 DE6920* NAD 83(1997)-  38 22 14.98432(N)    088 21 47.09588(W)     ADJUSTED  
 DE6920* NAVD 88     -       133.1    (meters)     437.     (feet)  GPS OBS   
 DE6920  ___________________________________________________________________
 DE6920  X           -     143,030.356 (meters)                     COMP
 DE6920  Y           -  -5,005,019.728 (meters)                     COMP
 DE6920  Z           -   3,937,861.468 (meters)                     COMP
 DE6920  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DE6920  ELLIP HEIGHT-         102.50  (meters)          (02/03/05) GPS OBS
 DE6920  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE6920
 DE6920  HORZ ORDER  -  FIRST
 DE6920  ELLP ORDER  -  FOURTH    CLASS II
 DE6920
 DE6920.The horizontal coordinates were established by GPS observations
 DE6920.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6920
 DE6920.The orthometric height was determined by GPS observations and a
 DE6920.high-resolution geoid model.
 DE6920
 DE6920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6920
 DE6920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6920
 DE6920.The ellipsoidal height was determined by GPS observations
 DE6920.and is referenced to NAD 83.
 DE6920
 DE6920.The geoid height was determined by GEOID03.
 DE6920
 DE6920;                    North         East     Units Scale Factor Converg.
 DE6920;SPC IL E     -   189,136.255   297,400.362   MT  0.99997508   -0 01 06.5
 DE6920;SPC IL E     -   620,524.53    975,721.02   sFT  0.99997508   -0 01 06.5
 DE6920;UTM  16      - 4,247,839.879   380,927.563   MT  0.99977461   -0 50 46.4
 DE6920
 DE6920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6920!SPC IL E     -   0.99998392  x   0.99997508  =   0.99995900
 DE6920!UTM  16      -   0.99998392  x   0.99977461  =   0.99975853
 DE6920
 DE6920|---------------------------------------------------------------------|
 DE6920| PID    Reference Object                     Distance      Geod. Az  |
 DE6920|                                                           dddmmss.s |
 DE6920| DE6919 FAIRFIELD YRD                       181.635 METERS 35933     |
 DE6920|---------------------------------------------------------------------|
 DE6920
 DE6920                          SUPERSEDED SURVEY CONTROL
 DE6920
 DE6920  ELLIP H (08/21/02)  102.51   (m)                       GP(       ) 3 1
 DE6920
 DE6920.Superseded values are not recommended for survey control.
 DE6920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6920.See file dsdata.txt to determine how the superseded data were derived.
 DE6920
 DE6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8092847840(NAD 83)
 DE6920_MARKER: DD = SURVEY DISK
 DE6920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6920_STAMPING: FAIRFIELD AZ 1997
 DE6920_MARK LOGO: ILDT  
 DE6920_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6920+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE6920
 DE6920  HISTORY     - Date     Condition        Report By
 DE6920  HISTORY     - 1997     MONUMENTED       ILDT
 DE6920
 DE6920                          STATION DESCRIPTION
 DE6920
 DE6920'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1997
 DE6920'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999, (DEL) .
 DE6920'STATION IS LOCATED SE SIDE OF FAIRFIELD.  TO REACH FROM US ROUTE 45
 DE6920'AND SW 4TH STREET IN FAIRFIELD, GO S ON SW 4TH STREET FOR 0.55 MILES
 DE6920'(0.89 KM) TO HIGHLAND AVE, GO E ON HIGHLAND AVE FOR 0.9 MILES (1.4 KM)
 DE6920'TO STATION ON THE LEFT.STATION IS 20.0 FEET (6.1 M) N OF CENTERLINE
 DE6920'HIGHLAND AVE, 98.3 FEET (30.0 M) WSW OF W GATE POST OF S GATE TO YARD,
 DE6920'7.8 FEET (2.4 M) S OF FENCELINE, 19.5 FEET (5.9 M) SE OF SW CORNER
 DE6920'POST OF YARD, 2.0 FEET (0.6 M) S OF WALK.  STATION IS FLUSH WITH
 DE6920'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1701 ***********************************************************************
 JB1701  DESIGNATION -  FAIRFIELD CITY STACK
 JB1701  PID         -  JB1701
 JB1701  STATE/COUNTY-  IL/WAYNE
 JB1701  USGS QUAD   -  FAIRFIELD (1971)
 JB1701
 JB1701                         *CURRENT SURVEY CONTROL
 JB1701  ___________________________________________________________________
 JB1701* NAD 83(1997)-  38 22 50.62990(N)    088 22 00.12762(W)     ADJUSTED  
 JB1701* NAVD 88     -                                                        
 JB1701  ___________________________________________________________________
 JB1701  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 JB1701  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JB1701
 JB1701  HORZ ORDER  -  THIRD
 JB1701
 JB1701.The horizontal coordinates were established by classical geodetic methods
 JB1701.and adjusted by the National Geodetic Survey in October 1999..
 JB1701
 JB1701
 JB1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1701
 JB1701.The geoid height was determined by GEOID03.
 JB1701
 JB1701;                    North         East     Units Scale Factor Converg.
 JB1701;SPC IL E     -   190,235.443   297,084.428   MT  0.99997510   -0 01 14.6
 JB1701;SPC IL E     -   624,130.78    974,684.49   sFT  0.99997510   -0 01 14.6
 JB1701;UTM  16      - 4,248,943.296   380,627.603   MT  0.99977549   -0 50 55.2
 JB1701
 JB1701                          SUPERSEDED SURVEY CONTROL
 JB1701
 JB1701  NAD 83(1997)-  38 22 50.63499(N)    088 22 00.12577(W) AD(       ) 4
 JB1701  NAD 83(1997)-  38 22 50.64205(N)    088 22 00.12660(W) AD(       ) 4
 JB1701  NAD 83(1986)-  38 22 50.64302(N)    088 22 00.12690(W) AD(       ) 4
 JB1701  NAD 27      -  38 22 50.47214(N)    088 21 59.95657(W) AD(       ) 3
 JB1701
 JB1701.Superseded values are not recommended for survey control.
 JB1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1701.See file dsdata.txt to determine how the superseded data were derived.
 JB1701
 JB1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8062848943(NAD 83)
 JB1701_MARKER: 63 = STACK
 JB1701
 JB1701  HISTORY     - Date     Condition        Report By
 JB1701  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1701
 JB1701                          STATION DESCRIPTION
 JB1701
 JB1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1701'THE STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS A CONCRETE
 JB1701'STACK PAINTED
 JB1701'SILVER WITH THE TOP PAINTED BLACK.  THE OVERALL HEIGHT
 JB1701'IS 180 FEET.  IT IS LOCATED AT
 JB1701'THE WEST END OF THE CITY BOILER ROOM
 JB1701'IN THE SOUTHEAST ANGLE OF A STREET INTERSECTION
 JB1701'FORMED BY NORTHWEST
 JB1701'SIXTH AND WATER STREETS.  THE STACK IS OWNED BY THE CITY OF FAIRFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1706 ***********************************************************************
 JB1706  DESIGNATION -  FAIRFIELD EAST MUNICIPAL TANK
 JB1706  PID         -  JB1706
 JB1706  STATE/COUNTY-  IL/WAYNE
 JB1706  USGS QUAD   -  FAIRFIELD (1971)
 JB1706
 JB1706                         *CURRENT SURVEY CONTROL
 JB1706  ___________________________________________________________________
 JB1706* NAD 83(1997)-  38 22 49.81848(N)    088 21 56.58961(W)     ADJUSTED  
 JB1706* NAVD 88     -                                                        
 JB1706  ___________________________________________________________________
 JB1706  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JB1706  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JB1706
 JB1706  HORZ ORDER  -  THIRD
 JB1706
 JB1706.The horizontal coordinates were established by classical geodetic methods
 JB1706.and adjusted by the National Geodetic Survey in October 1999..
 JB1706
 JB1706
 JB1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1706
 JB1706.The geoid height was determined by GEOID03.
 JB1706
 JB1706;                    North         East     Units Scale Factor Converg.
 JB1706;SPC IL E     -   190,210.393   297,170.289   MT  0.99997510   -0 01 12.4
 JB1706;SPC IL E     -   624,048.60    974,966.19   sFT  0.99997510   -0 01 12.4
 JB1706;UTM  16      - 4,248,917.014   380,713.076   MT  0.99977524   -0 50 53.0
 JB1706
 JB1706                          SUPERSEDED SURVEY CONTROL
 JB1706
 JB1706  NAD 83(1997)-  38 22 49.82363(N)    088 21 56.58782(W) AD(       ) 4
 JB1706  NAD 83(1997)-  38 22 49.83062(N)    088 21 56.58858(W) AD(       ) 4
 JB1706  NAD 83(1986)-  38 22 49.83161(N)    088 21 56.58890(W) AD(       ) 4
 JB1706  NAD 27      -  38 22 49.65923(N)    088 21 56.41863(W) AD(       ) 3
 JB1706
 JB1706.Superseded values are not recommended for survey control.
 JB1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1706.See file dsdata.txt to determine how the superseded data were derived.
 JB1706
 JB1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8071348917(NAD 83)
 JB1706_MARKER: 53 = ELEVATED TANK
 JB1706
 JB1706  HISTORY     - Date     Condition        Report By
 JB1706  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1706
 JB1706                          STATION DESCRIPTION
 JB1706
 JB1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1706'THE STATION IS THE CENTER OF THE TOP OF A SIX LEGGED STEEL TANK
 JB1706'PAINTED SILVER
 JB1706'WITH THE LEGEND FAIRFIELD PAINTED IN BLACK LETTERS ON
 JB1706'THE EAST AND WEST SIDES OF THE
 JB1706'TANK.  THE OVERALL HEIGHT IS ABOUT 116
 JB1706'FEET.  IT IS CENTRALLY LOCATED IN FAIRFIELD AND
 JB1706'IS IN THE SOUTHEAST
 JB1706'ANGLE OF AN INTERSECTION FORMED BY NORTHWEST SIXTH AND WATER STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1708 ***********************************************************************
 JB1708  DESIGNATION -  FAIRFIELD RAD STA KSD 733 MAST
 JB1708  PID         -  JB1708
 JB1708  STATE/COUNTY-  IL/WAYNE
 JB1708  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB1708
 JB1708                         *CURRENT SURVEY CONTROL
 JB1708  ___________________________________________________________________
 JB1708* NAD 83(1997)-  38 21 12.41953(N)    088 21 31.87568(W)     ADJUSTED  
 JB1708* NAVD 88     -                                                        
 JB1708  ___________________________________________________________________
 JB1708  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JB1708  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JB1708
 JB1708  HORZ ORDER  -  THIRD
 JB1708
 JB1708.The horizontal coordinates were established by classical geodetic methods
 JB1708.and adjusted by the National Geodetic Survey in October 1999..
 JB1708
 JB1708
 JB1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1708
 JB1708.The geoid height was determined by GEOID03.
 JB1708
 JB1708;                    North         East     Units Scale Factor Converg.
 JB1708;SPC IL E     -   187,207.053   297,769.283   MT  0.99997506   -0 00 57.0
 JB1708;SPC IL E     -   614,195.14    976,931.39   sFT  0.99997506   -0 00 57.0
 JB1708;UTM  16      - 4,245,905.938   381,268.511   MT  0.99977361   -0 50 35.8
 JB1708
 JB1708                          SUPERSEDED SURVEY CONTROL
 JB1708
 JB1708  NAD 83(1997)-  38 21 12.42521(N)    088 21 31.87435(W) AD(       ) 4
 JB1708  NAD 83(1997)-  38 21 12.43138(N)    088 21 31.87469(W) AD(       ) 4
 JB1708  NAD 83(1986)-  38 21 12.43249(N)    088 21 31.87197(W) AD(       ) 4
 JB1708  NAD 27      -  38 21 12.25978(N)    088 21 31.70652(W) AD(       ) 3
 JB1708
 JB1708.Superseded values are not recommended for survey control.
 JB1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1708.See file dsdata.txt to determine how the superseded data were derived.
 JB1708
 JB1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8126945906(NAD 83)
 JB1708_MARKER: 42 = RADIO/TV MAST
 JB1708
 JB1708  HISTORY     - Date     Condition        Report By
 JB1708  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1708
 JB1708                          STATION DESCRIPTION
 JB1708
 JB1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1708'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT 2
 JB1708'MILES SOUTH OF
 JB1708'FAIRFIELD.  IT IS A STEEL MAST SUPPORTED BY GUY WIRES
 JB1708'AND IS PAINTED IN ALTERNATE
 JB1708'SECTIONS OF INTERNATIONAL ORANGE AND
 JB1708'WHITE.  THE OVERALL HEIGHT IS 150 FEET.  IT IS
 JB1708'OWNED AND OPERATED BY
 JB1708'THE INDEPENDENT OIL WELL CEMENTING CO.
 JB1708'
 JB1708'TO REACH FROM THE JUNCTION OF U S HIGHWAY 45 AND STATE HIGHWAY 15
 JB1708'(WEST DELEWARE AND
 JB1708'SOUTH FIRST STREETS) IN FAIRFIELD, GO SOUTH ON U S
 JB1708'HIGHWAY 45 (SOUTH FIRST STREET)
 JB1708'FOR 1.7 MILES TO A CROSSROAD.  TURN
 JB1708'LEFT AND GO EAST ON A GRAVELED ROAD ALONG THE
 JB1708'SOUTH SIDE OF A LARGE
 JB1708'CEMETERY FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 JB1708'
 JB1708'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GROVER THE
 JB1708'DISTANCE BEING 75.20 FEET AND 22.920 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1716 ***********************************************************************
 JB1716  DESIGNATION -  FAIRFIELD RAD STA KSA 238 MAST
 JB1716  PID         -  JB1716
 JB1716  STATE/COUNTY-  IL/WAYNE
 JB1716  USGS QUAD   -  GEFF (1970)
 JB1716
 JB1716                         *CURRENT SURVEY CONTROL
 JB1716  ___________________________________________________________________
 JB1716* NAD 83(1997)-  38 22 49.79324(N)    088 22 58.22692(W)     ADJUSTED  
 JB1716* NAVD 88     -                                                        
 JB1716  ___________________________________________________________________
 JB1716  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 JB1716  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB1716
 JB1716  HORZ ORDER  -  THIRD
 JB1716
 JB1716.The horizontal coordinates were established by classical geodetic methods
 JB1716.and adjusted by the National Geodetic Survey in October 1999..
 JB1716
 JB1716
 JB1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1716
 JB1716.The geoid height was determined by GEOID03.
 JB1716
 JB1716;                    North         East     Units Scale Factor Converg.
 JB1716;SPC IL E     -   190,210.279   295,674.308   MT  0.99997523   -0 01 50.7
 JB1716;SPC IL E     -   624,048.22    970,058.13   sFT  0.99997523   -0 01 50.7
 JB1716;UTM  16      - 4,248,938.512   379,217.545   MT  0.99977966   -0 51 31.3
 JB1716
 JB1716                          SUPERSEDED SURVEY CONTROL
 JB1716
 JB1716  NAD 83(1997)-  38 22 49.79868(N)    088 22 58.22492(W) AD(       ) 4
 JB1716  NAD 83(1997)-  38 22 49.80544(N)    088 22 58.22603(W) AD(       ) 4
 JB1716  NAD 83(1986)-  38 22 49.80636(N)    088 22 58.22616(W) AD(       ) 4
 JB1716  NAD 27      -  38 22 49.63359(N)    088 22 58.05359(W) AD(       ) 3
 JB1716
 JB1716.Superseded values are not recommended for survey control.
 JB1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1716.See file dsdata.txt to determine how the superseded data were derived.
 JB1716
 JB1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7921848939(NAD 83)
 JB1716_MARKER: 42 = RADIO/TV MAST
 JB1716
 JB1716  HISTORY     - Date     Condition        Report By
 JB1716  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1716
 JB1716                          STATION DESCRIPTION
 JB1716
 JB1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1716'THE STATION IS THE CENTER OF THE TOP OF A UNIFORM STEEL MAST
 JB1716'SUPPORTED BY GUY
 JB1716'WIRES AND PAINTED IN ALTERNATE SECTIONS OF
 JB1716'INTERNATIONAL ORANGE AND WHITE.
 JB1716'THE OVERALL HEIGHT IS 276 FEET.  THE
 JB1716'STATION IS OWNED AND OPERATED BY WAYNE-WHITE
 JB1716'COUNTIES ELECTRIC CO-OP.
 JB1716'THE STATION IS ABOUT 1.4 MILES WEST OF THE COURTHOUSE IN FAIRFIELD.
 JB1716'
 JB1716'TO REACH FROM THE SOUTHWEST CORNER OF THE COURTHOUSE IN FAIRFIELD, GO
 JB1716'WEST ON MAIN STREET
 JB1716'(STATE HIGHWAY 15) FOR 1.4 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1703 ***********************************************************************
 JB1703  DESIGNATION -  FAIRFIELD RAD STA WFIW MAST
 JB1703  PID         -  JB1703
 JB1703  STATE/COUNTY-  IL/WAYNE
 JB1703  USGS QUAD   -  FAIRFIELD (1971)
 JB1703
 JB1703                         *CURRENT SURVEY CONTROL
 JB1703  ___________________________________________________________________
 JB1703* NAD 83(1997)-  38 22 47.51074(N)    088 19 34.19065(W)     ADJUSTED  
 JB1703* NAVD 88     -                                                        
 JB1703  ___________________________________________________________________
 JB1703  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 JB1703  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JB1703
 JB1703  HORZ ORDER  -  THIRD
 JB1703
 JB1703.The horizontal coordinates were established by classical geodetic methods
 JB1703.and adjusted by the National Geodetic Survey in October 1999..
 JB1703
 JB1703
 JB1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1703
 JB1703.The geoid height was determined by GEOID03.
 JB1703
 JB1703;                    North         East     Units Scale Factor Converg.
 JB1703;SPC IL E     -   190,138.765   300,626.416   MT  0.99997500   +0 00 16.0
 JB1703;SPC IL E     -   623,813.60    986,305.17   sFT  0.99997500   +0 00 16.0
 JB1703;UTM  16      - 4,248,795.478   384,167.100   MT  0.99976524   -0 49 24.5
 JB1703
 JB1703                          SUPERSEDED SURVEY CONTROL
 JB1703
 JB1703  NAD 83(1997)-  38 22 47.51507(N)    088 19 34.18957(W) AD(       ) 4
 JB1703  NAD 83(1997)-  38 22 47.52274(N)    088 19 34.18934(W) AD(       ) 4
 JB1703  NAD 83(1986)-  38 22 47.52390(N)    088 19 34.18991(W) AD(       ) 4
 JB1703  NAD 27      -  38 22 47.35132(N)    088 19 34.02740(W) AD(       ) 3
 JB1703
 JB1703.Superseded values are not recommended for survey control.
 JB1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1703.See file dsdata.txt to determine how the superseded data were derived.
 JB1703
 JB1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8416748795(NAD 83)
 JB1703_MARKER: 42 = RADIO/TV MAST
 JB1703
 JB1703  HISTORY     - Date     Condition        Report By
 JB1703  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1703
 JB1703                          STATION DESCRIPTION
 JB1703
 JB1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1703'THE STATION IS THE CENTER OF THE TOP OF A UNIFORM STEEL MAST PAINTED
 JB1703'IN ALTERNATE
 JB1703'SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THE MAST IS
 JB1703'SUPPORTED BY GUY WIRES AND THE
 JB1703'OVERALL HEIGHT IS 195 FEET.
 JB1703'
 JB1703'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF THE COURTHOUSE IN
 JB1703'FAIRFIELD AND IS OWNED
 JB1703'AND OPERATED BY MR THOMAS LAND OF FAIRFIELD.
 JB1703'
 JB1703'TO REACH FROM THE INTERSECTION OF EAST DELEWARE STREET (STATE HIGHWAY
 JB1703'15) AND SOUTHEAST
 JB1703'FOURTH 1 BLOCK SOUTH OF THE SOUTHEAST CORNER OF THE
 JB1703'COURTHOUSE IN FAIRFIELD, GO EAST
 JB1703'ON STATE HIGHWAY 15 FOR 1.65 MILES
 JB1703'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1707 ***********************************************************************
 JB1707  DESIGNATION -  FAIRFIELD WAYNE CO CTHSE
 JB1707  PID         -  JB1707
 JB1707  STATE/COUNTY-  IL/WAYNE
 JB1707  USGS QUAD   -  FAIRFIELD (1971)
 JB1707
 JB1707                         *CURRENT SURVEY CONTROL
 JB1707  ___________________________________________________________________
 JB1707* NAD 83(1997)-  38 22 47.80123(N)    088 21 26.41333(W)     ADJUSTED  
 JB1707* NAVD 88     -                                                        
 JB1707  ___________________________________________________________________
 JB1707  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JB1707  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JB1707
 JB1707  HORZ ORDER  -  THIRD
 JB1707
 JB1707.The horizontal coordinates were established by classical geodetic methods
 JB1707.and adjusted by the National Geodetic Survey in October 1999..
 JB1707
 JB1707
 JB1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1707
 JB1707.The geoid height was determined by GEOID03.
 JB1707
 JB1707;                    North         East     Units Scale Factor Converg.
 JB1707;SPC IL E     -   190,147.971   297,902.672   MT  0.99997505   -0 00 53.7
 JB1707;SPC IL E     -   623,843.80    977,369.02   sFT  0.99997505   -0 00 53.7
 JB1707;UTM  16      - 4,248,844.029   381,444.334   MT  0.99977310   -0 50 34.2
 JB1707
 JB1707                          SUPERSEDED SURVEY CONTROL
 JB1707
 JB1707  NAD 83(1997)-  38 22 47.80613(N)    088 21 26.41138(W) AD(       ) 4
 JB1707  NAD 83(1997)-  38 22 47.81332(N)    088 21 26.41220(W) AD(       ) 4
 JB1707  NAD 83(1986)-  38 22 47.81382(N)    088 21 26.41289(W) AD(       ) 4
 JB1707  NAD 27      -  38 22 47.64246(N)    088 21 26.24348(W) AD(       ) 3
 JB1707
 JB1707.Superseded values are not recommended for survey control.
 JB1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1707.See file dsdata.txt to determine how the superseded data were derived.
 JB1707
 JB1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8144448844(NAD 83)
 JB1707_MARKER: 75 = BELFRY
 JB1707
 JB1707  HISTORY     - Date     Condition        Report By
 JB1707  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1707
 JB1707                          STATION DESCRIPTION
 JB1707
 JB1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1707'THE STATION IS THE CENTER OF THE TOP OF THE BELFRY.  IT IS A WHITE
 JB1707'WOODEN BELFRY WITH
 JB1707'CLOCKS ON THE NORTH-SOUTH-EAST AND WEST SIDES AND
 JB1707'IS OVER THE SOUTH ENTRANCE TO A BRICK
 JB1707'COURTHOUSE BUILDING.  THE
 JB1707'OVERALL HEIGHT IS ABOUT 130 FEET.  IT IS CENTRALLY
 JB1707'LOCATED IN THE
 JB1707'CITY OF FAIRFILED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1705 ***********************************************************************
 JB1705  DESIGNATION -  FAIRFIELD WEST MUNICIPAL TANK
 JB1705  PID         -  JB1705
 JB1705  STATE/COUNTY-  IL/WAYNE
 JB1705  USGS QUAD   -  FAIRFIELD (1971)
 JB1705
 JB1705                         *CURRENT SURVEY CONTROL
 JB1705  ___________________________________________________________________
 JB1705* NAD 83(1997)-  38 22 50.41104(N)    088 21 58.37145(W)     ADJUSTED  
 JB1705* NAVD 88     -                                                        
 JB1705  ___________________________________________________________________
 JB1705  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JB1705  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JB1705
 JB1705  HORZ ORDER  -  THIRD
 JB1705
 JB1705.The horizontal coordinates were established by classical geodetic methods
 JB1705.and adjusted by the National Geodetic Survey in October 1999..
 JB1705
 JB1705
 JB1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1705
 JB1705.The geoid height was determined by GEOID03.
 JB1705
 JB1705;                    North         East     Units Scale Factor Converg.
 JB1705;SPC IL E     -   190,228.680   297,127.049   MT  0.99997510   -0 01 13.5
 JB1705;SPC IL E     -   624,108.59    974,824.33   sFT  0.99997510   -0 01 13.5
 JB1705;UTM  16      - 4,248,935.919   380,670.113   MT  0.99977536   -0 50 54.1
 JB1705
 JB1705                          SUPERSEDED SURVEY CONTROL
 JB1705
 JB1705  NAD 83(1997)-  38 22 50.41677(N)    088 21 58.36958(W) AD(       ) 4
 JB1705  NAD 83(1997)-  38 22 50.42326(N)    088 21 58.37041(W) AD(       ) 4
 JB1705  NAD 83(1986)-  38 22 50.42415(N)    088 21 58.37074(W) AD(       ) 4
 JB1705  NAD 27      -  38 22 50.24938(N)    088 21 58.20072(W) AD(       ) 3
 JB1705
 JB1705.Superseded values are not recommended for survey control.
 JB1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1705.See file dsdata.txt to determine how the superseded data were derived.
 JB1705
 JB1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8067048936(NAD 83)
 JB1705_MARKER: 53 = ELEVATED TANK
 JB1705
 JB1705  HISTORY     - Date     Condition        Report By
 JB1705  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1705
 JB1705                          STATION DESCRIPTION
 JB1705
 JB1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1705'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED STEEL TANK
 JB1705'PAINTED SILVER AND
 JB1705'IS FADED AND CHIPPED WITH THE UNDERCOATING SHOWING
 JB1705'THROUGH IN SEVERAL PLACES.  THE
 JB1705'OVERALL HEIGHT IS 120 FEET.  IT IS
 JB1705'LOCATED BETWEEN THE CITY STACK AND THE CITY EAST
 JB1705'TANK, IN THE
 JB1705'SOUTHEAST ANGLE OF A STREET INTERSECTION FORMED BY NORHTWEST SIXTH
 JB1705'AND WATER STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6919 ***********************************************************************
 DE6919  DESIGNATION -  FAIRFIELD YRD
 DE6919  PID         -  DE6919
 DE6919  STATE/COUNTY-  IL/WAYNE
 DE6919  USGS QUAD   -  BURNT PRAIRIE (1971)
 DE6919
 DE6919                         *CURRENT SURVEY CONTROL
 DE6919  ___________________________________________________________________
 DE6919* NAD 83(1997)-  38 22 20.87481(N)    088 21 47.15474(W)     ADJUSTED  
 DE6919* NAVD 88     -       131.5    (meters)     431.     (feet)  GPS OBS   
 DE6919  ___________________________________________________________________
 DE6919  X           -     143,025.671 (meters)                     COMP
 DE6919  Y           -  -5,004,905.834 (meters)                     COMP
 DE6919  Z           -   3,938,002.893 (meters)                     COMP
 DE6919  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DE6919  ELLIP HEIGHT-         100.93  (meters)          (02/03/05) GPS OBS
 DE6919  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 DE6919
 DE6919  HORZ ORDER  -  FIRST
 DE6919  ELLP ORDER  -  FOURTH    CLASS II
 DE6919
 DE6919.The horizontal coordinates were established by GPS observations
 DE6919.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6919
 DE6919.The orthometric height was determined by GPS observations and a
 DE6919.high-resolution geoid model.
 DE6919
 DE6919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6919
 DE6919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6919
 DE6919.The ellipsoidal height was determined by GPS observations
 DE6919.and is referenced to NAD 83.
 DE6919
 DE6919.The geoid height was determined by GEOID03.
 DE6919
 DE6919;                    North         East     Units Scale Factor Converg.
 DE6919;SPC IL E     -   189,317.880   297,398.992   MT  0.99997508   -0 01 06.5
 DE6919;SPC IL E     -   621,120.41    975,716.53   sFT  0.99997508   -0 01 06.5
 DE6919;UTM  16      - 4,248,021.468   380,928.816   MT  0.99977460   -0 50 46.6
 DE6919
 DE6919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6919!SPC IL E     -   0.99998416  x   0.99997508  =   0.99995924
 DE6919!UTM  16      -   0.99998416  x   0.99977460  =   0.99975877
 DE6919
 DE6919|---------------------------------------------------------------------|
 DE6919| PID    Reference Object                     Distance      Geod. Az  |
 DE6919|                                                           dddmmss.s |
 DE6919| DE6920 FAIRFIELD AZ                        181.635 METERS 17933     |
 DE6919|---------------------------------------------------------------------|
 DE6919
 DE6919                          SUPERSEDED SURVEY CONTROL
 DE6919
 DE6919  ELLIP H (08/21/02)  100.95   (m)                       GP(       ) 3 1
 DE6919
 DE6919.Superseded values are not recommended for survey control.
 DE6919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6919.See file dsdata.txt to determine how the superseded data were derived.
 DE6919
 DE6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8092948021(NAD 83)
 DE6919_MARKER: DD = SURVEY DISK
 DE6919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6919_STAMPING: FAIRFIELD YRD 1997
 DE6919_MARK LOGO: ILDT  
 DE6919_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6919+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE6919
 DE6919  HISTORY     - Date     Condition        Report By
 DE6919  HISTORY     - 1997     MONUMENTED       ILDT
 DE6919
 DE6919                          STATION DESCRIPTION
 DE6919
 DE6919'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1997
 DE6919'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION, (DEL) .  STATION
 DE6919'IS LOCATED SE SIDE OF FAIRFIELD.  TO REACH FROM US ROUTE 45 AND SW 4TH
 DE6919'STREET IN FAIRFIELD, GO S ON SW 4TH STREET FOR 0.55 MILES (0.89 KM) TO
 DE6919'HIGHLAND AVE, GO E ON HIGHLAND AVE FOR 0.1 MILES (0.2 KM) TO FAIRFIELD
 DE6919'MAINTENANCE YARD GATE ON THE LEFT, GO THROUGH GATE TO NW CORNER OF
 DE6919'YARD AND STATION.  STATION IS 10.3 FEET (3.1 M) E OF FENCELINE, 38.3
 DE6919'FEET (11.7 M) S OF FENCELINE, 97.1 FEET (29.6 M) SW OF W GATE POST OF
 DE6919'N GATE OF YARD.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2268 ***********************************************************************
 LB2268  DESIGNATION -  FAIRMOUNT USLS 1879
 LB2268  PID         -  LB2268
 LB2268  STATE/COUNTY-  IL/VERMILION
 LB2268  USGS QUAD   -  OAKWOOD (1978)
 LB2268
 LB2268                         *CURRENT SURVEY CONTROL
 LB2268  ___________________________________________________________________
 LB2268* NAD 83(1997)-  40 01 35.71545(N)    087 50 48.36734(W)     ADJUSTED  
 LB2268* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LB2268  ___________________________________________________________________
 LB2268  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LB2268  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LB2268
 LB2268  HORZ ORDER  -  FIRST
 LB2268
 LB2268.The horizontal coordinates were established by classical geodetic methods
 LB2268.and adjusted by the National Geodetic Survey in October 1999..
 LB2268
 LB2268.The orthometric height was scaled from a topographic map.
 LB2268
 LB2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2268
 LB2268.The geoid height was determined by GEOID03.
 LB2268
 LB2268;                    North         East     Units Scale Factor Converg.
 LB2268;SPC IL E     -   373,065.813   341,532.560   MT  0.99999623   +0 18 46.6
 LB2268;SPC IL E     - 1,223,966.75  1,120,511.41   sFT  0.99999623   +0 18 46.6
 LB2268;UTM  16      - 4,431,051.583   427,747.659   MT  0.99966426   -0 32 40.6
 LB2268
 LB2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2268!SPC IL E     -   0.99997133  x   0.99999623  =   0.99996756
 LB2268!UTM  16      -   0.99997133  x   0.99966426  =   0.99963560
 LB2268
 LB2268:                Primary Azimuth Mark                     Grid Az
 LB2268:SPC IL E     -  PALERMO USLS 1879                        185 43 32.2
 LB2268:UTM  16      -  PALERMO USLS 1879                        186 34 59.4
 LB2268
 LB2268|---------------------------------------------------------------------|
 LB2268| PID    Reference Object                     Distance      Geod. Az  |
 LB2268|                                                           dddmmss.s |
 LB2268| KA1904 PALERMO USLS 1879                   APPROX.16.8 KM 1860218.8 |
 LB2268|---------------------------------------------------------------------|
 LB2268
 LB2268                          SUPERSEDED SURVEY CONTROL
 LB2268
 LB2268  NAD 83(1997)-  40 01 35.71489(N)    087 50 48.36630(W) AD(       ) 1
 LB2268  NAD 83(1986)-  40 01 35.72704(N)    087 50 48.36782(W) AD(       ) 1
 LB2268  NAD 27      -  40 01 35.59800(N)    087 50 48.26600(W) AD(       ) 1
 LB2268
 LB2268.Superseded values are not recommended for survey control.
 LB2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2268.See file dsdata.txt to determine how the superseded data were derived.
 LB2268
 LB2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2774831052(NAD 83)
 LB2268_MARKER: Z = SEE DESCRIPTION
 LB2268_SETTING: 0 = UNSPECIFIED SETTING
 LB2268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2268
 LB2268  HISTORY     - Date     Condition        Report By
 LB2268  HISTORY     - 1879     MONUMENTED       USLS
 LB2268  HISTORY     - 1965     MARK NOT FOUND   USGS
 LB2268
 LB2268                          STATION DESCRIPTION
 LB2268
 LB2268'DESCRIBED BY US LAKE SURVEY 1879
 LB2268'THIS STATION IS SITUATED NEAR THE SOUTH LINE OF THE SOUTHEAST QUARTER
 LB2268'OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 18 NORTH, RANGE 13
 LB2268'WEST, VANCE TOWNSHIP, VERMILION COUNTY, ILLINOIS, ABOUT 2-1/2 MILES
 LB2268'SOUTHWEST OF FAIRMOUNT, A STATION ON THE WABASH RAILWAY.  THE
 LB2268'HEIGHT OF STATION USED WAS 60 FEET.  THE GEODETIC POINT IS MARKED
 LB2268'BY A STONE POST SET 3 FEET BELOW THE SURFACE, WITH A SURFACE
 LB2268'REFERENCE STONE SET DIRECTLY OVER IT.  THREE STONE REFERENCE
 LB2268'POSTS ARE SET ALONG THE NORTH SIDE OF THE ROAD JUST SOUTH OF THE
 LB2268'STATION AS FOLLOWS--ONE BEARING SOUTH 67 DEG 43 MIN EAST,
 LB2268'DISTANT 24.6 METERS.  ONE BEARING SOUTH 2 DEG 40 MIN WEST, DISTANT
 LB2268'9.1 METERS.  AND ONE BEARING SOUTH 65 DEG 22 MIN WEST, DISTANT 22.9
 LB2268'METERS FROM THE GEODETIC POINT.  THE SOUTHEAST CORNER OF SECTION
 LB2268'8 BEARS SOUTH 86 DEG 50 MIN EAST, AND IS DISTANT 278.5 METERS.  AN
 LB2268'OAK LATITUDE-POST 19 INCHES IN DIAMETER, OCCUPIED IN 1880, BEARS
 LB2268'NORTH 82 DEG 26 MIN EAST, AND IS DISTANT 8.034 METERS FROM THE
 LB2268'GEODETIC POINT.  THE HEIGHT OF GROUND AT THE STATION ABOVE
 LB2268'MEAN LEVEL OF LAKE MICHIGAN IS 122.5 FEET.
 LB2268
 LB2268                          STATION RECOVERY (1965)
 LB2268
 LB2268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LB2268'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE SURFACE MARK HAS BEEN
 LB2268'DESTROYED AND THE SUBSURFACE MARK WAS NOT DUG FOR.
 LB2268'
 LB2268'ALL REFERENCE MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2026 ***********************************************************************
 JB2026  CBN         -  This is a Cooperative Base Network Control Station.
 JB2026  PACS        -  This is a Primary Airport Control Station.
 JB2026  DESIGNATION -  FAIRPORT
 JB2026  PID         -  JB2026
 JB2026  STATE/COUNTY-  IL/WAYNE
 JB2026  USGS QUAD   -  GEFF (1970)
 JB2026
 JB2026                         *CURRENT SURVEY CONTROL
 JB2026  ___________________________________________________________________
 JB2026* NAD 83(1997)-  38 22 38.00093(N)    088 24 26.08963(W)     ADJUSTED  
 JB2026* NAVD 88     -       125.38   (meters)     411.4    (feet)  GPS OBS   
 JB2026  ___________________________________________________________________
 JB2026  X           -     139,159.912 (meters)                     COMP
 JB2026  Y           -  -5,004,682.012 (meters)                     COMP
 JB2026  Z           -   3,938,413.060 (meters)                     COMP
 JB2026  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 JB2026  ELLIP HEIGHT-          94.76  (meters)          (10/15/04) GPS OBS
 JB2026  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB2026
 JB2026  HORZ ORDER  -  B
 JB2026  ELLP ORDER  -  FOURTH    CLASS II
 JB2026
 JB2026.This mark is at Fairfield Airport (FWC)
 JB2026
 JB2026.The horizontal coordinates were established by GPS observations
 JB2026.and adjusted by the National Geodetic Survey in July 1998..
 JB2026
 JB2026.The orthometric height was determined by GPS observations and a
 JB2026.high-resolution geoid model.
 JB2026
 JB2026.GPS derived orthometric heights for airport stations designated as
 JB2026.PACS or SACS are published to 2 decimal places.  This maintains
 JB2026.centimeter relative accuracy between the PACS and SACS.  It does
 JB2026.not indicate centimeter accuracy relative to other marks which are
 JB2026.part of the NAVD 88 network.
 JB2026
 JB2026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2026
 JB2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2026
 JB2026.The ellipsoidal height was determined by GPS observations
 JB2026.and is referenced to NAD 83.
 JB2026
 JB2026.The geoid height was determined by GEOID03.
 JB2026
 JB2026;                    North         East     Units Scale Factor Converg.
 JB2026;SPC IL E     -   189,848.106   293,541.527   MT  0.99997551   -0 02 45.2
 JB2026;SPC IL E     -   622,859.99    963,060.83   sFT  0.99997551   -0 02 45.2
 JB2026;UTM  16      - 4,248,607.258   377,080.165   MT  0.99978607   -0 52 25.6
 JB2026
 JB2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2026!SPC IL E     -   0.99998513  x   0.99997551  =   0.99996064
 JB2026!UTM  16      -   0.99998513  x   0.99978607  =   0.99977120
 JB2026
 JB2026:                Primary Azimuth Mark                     Grid Az
 JB2026:SPC IL E     -  FAIRPORT AZ MK                           000 25 28.4
 JB2026:UTM  16      -  FAIRPORT AZ MK                           001 15 08.8
 JB2026
 JB2026|---------------------------------------------------------------------|
 JB2026| PID    Reference Object                     Distance      Geod. Az  |
 JB2026|                                                           dddmmss.s |
 JB2026| JB2027 FAIRPORT AZ MK                      APPROX. 0.6 KM 0002243.2 |
 JB2026|---------------------------------------------------------------------|
 JB2026
 JB2026                          SUPERSEDED SURVEY CONTROL
 JB2026
 JB2026  ELLIP H (07/17/98)   94.78   (m)                       GP(       ) 4 1
 JB2026  NAD 83(1997)-  38 22 38.01240(N)    088 24 26.08753(W) AD(       ) 1
 JB2026  NAD 83(1986)-  38 22 38.01414(N)    088 24 26.08797(W) AD(       ) 1
 JB2026  NGVD 29 (06/25/91)  125.5    (m)          412.     (f) GPS OBS        
 JB2026
 JB2026.Superseded values are not recommended for survey control.
 JB2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2026.See file dsdata.txt to determine how the superseded data were derived.
 JB2026
 JB2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7708048607(NAD 83)
 JB2026_MARKER: I = METAL ROD
 JB2026_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2026_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2026_STAMPING: FAIRPORT 1990
 JB2026_MARK LOGO: NGS   
 JB2026_PROJECTION: FLUSH
 JB2026_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2026+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 JB2026_ROD/PIPE-DEPTH: 4.60 meters
 JB2026_SLEEVE-DEPTH  : 1.00 meters
 JB2026
 JB2026  HISTORY     - Date     Condition        Report By
 JB2026  HISTORY     - 1990     MONUMENTED       NGS
 JB2026  HISTORY     - 19970414 GOOD             NGS
 JB2026  HISTORY     - 19990927 GOOD             ILDT
 JB2026  HISTORY     - 20030106 GOOD             HANPRO
 JB2026  HISTORY     - 20040630 GOOD             ILDT
 JB2026
 JB2026                          STATION DESCRIPTION
 JB2026
 JB2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2026'STATION IS LOCATED ABOUT 4 KM (2.5 MI) WEST OF FAIRFIELD, AT THE
 JB2026'FAIRFIELD MUNICIPAL AIRPORT, AT THE END OF RUNWAY 36, IN EAST CENTRAL
 JB2026'SECTION 3, T 1 S, R  E.  OWNERSHIP--CITY OF FAIRFIELD, CITY HALL,
 JB2026'FAIRFIELD, IL 62837.  CONTACT CITY ADMINISTRATOR RON ANDERSON,PHONE
 JB2026'618-842-3871.
 JB2026'TO REACH FROM THE JUNCTION OF US HIGHWAY 45 SOUTH AND STATE HIGHWAY 15
 JB2026'IN FAIRFIELD, GO WEST ON HIGHWAYS 45 AND 15 FOR 3.87 KM (2.40 MI) TO
 JB2026'JUNCTION OF HIGHWAY 45 NORTH.  BEAR RIGHT ON HIGHWAY 45 FOR 0.41 KM
 JB2026'(0.25 MI) TO A GATE ON THE LEFT ON NORTH SIDE OF THE AIRPORT OFFICE.
 JB2026'TURN LEFT, WEST, PASSING THROUGH GATE FOR 0.18 KM (0.11 MI) TO THE
 JB2026'TAXI.  TURN LEFT, SOUTH, THEN WEST, FOR 0.09 KM (0.06 MI) TO RUNWAY
 JB2026'18-36.  TURN LEFT, SOUTH, ALONGSIDE RUNWAY FOR 0.39 KM (0.24 MI) TO
 JB2026'END OF RUNWAY AND STATION.
 JB2026'STATION IS IN LINE WITH THE END RUNWAY LIGHTS AND IS 27.3 M (89.6 FT)
 JB2026'EAST-SOUTHEAST OF THE CENTERLINE AND A PK NAIL LOCATED AT THE EXTREME
 JB2026'END OF RUNWAY PAVEMENT, 14.8 M (48.6 FT) EAST OF THE MOST EAST 1 0F 6
 JB2026'END RINWAY LIGHTS, AT A FLAGGED WOODEN STAKE.
 JB2026
 JB2026                          STATION RECOVERY (1997)
 JB2026
 JB2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JB2026'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF FAIRFIELD, IL,
 JB2026'AT THE FAIRFIELD MUNICIPAL AIRPORT, NEAR AND EAST OF RUNWAY END 36, IN
 JB2026'THE GRASS EAST OF AND IN LINE WITH THE RUNWAY END LIGHTS.
 JB2026'OWNERSHIP--CITY OF FAIRFIELD, CITY HALL, FAIRFIELD, IL 62837.  CITY OF
 JB2026'FAIRFIELD AIRPORT, ROUTE 45 NORTH, FAIRFIELD, IL 62837.  AIRPORT
 JB2026'MANAGER GEORGE BONE JR., PHONE 618-842-9587.  NOTE--THIS STATION IS
 JB2026'THE PACS AND FBN/CBN STATION.  TO REACH THE STATION FROM THE JUNCTION
 JB2026'OF U.S. HIGHWAY 45 NORTH AND STATE HIGHWAY 15, ABOUT 4.0 KM (2.50 MI)
 JB2026'WEST OF FAIRFIELD, GO NORTH, 0.41 KM (0.25 MI) ALONG HIGHWAY 45 TO THE
 JB2026'AIRPORT OFFICE ON THE LEFT.  TURN LEFT, WEST, FOR ABOUT 30.0 M (98.4
 JB2026'FT) TO A GATE ON THE NORTH SIDE OF THE OFFICE. PASS THROUGH THE GATE,
 JB2026'WEST, 0.18 KM (0.10 MI) ACROSS THE APRON TO A TAXI.  TURN LEFT, SOUTH,
 JB2026'THEN WEST, 0.09 KM (0.05 MI) ALONG THE TAXI AND TAXI/RAMP TO RUNWAY
 JB2026'18-36.  TURN LEFT, SOUTH, 0.39 KM (0.25 MI) ALONG THE RUNWAY TO END 36
 JB2026'AND THE STATION ON THE LEFT, IN LINE WITH THE RUNWAY END LIGHTS.
 JB2026'STATION IS 27.3 M (89.6 FT) EAST-SOUTHEAST OF A P.K. NAIL IN THE
 JB2026'RUNWAY END CENTER, 18.2 M (59.7 FT) EAST-SOUTHEAST OF THE RUNWAY END
 JB2026'36 SOUTHEAST CORNER, 14.8 M (48.6 FT) EAST OF THE MOST EAST 1 OF 6
 JB2026'RUNWAY END LIGHTS, AND THE STATION IS ABOUT 0.3 M (1.0 FT) BELOW THE
 JB2026'RUNWAY LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES.
 JB2026'NOTE--THE DATUM POINT IS A CENTER PUNCH ON THE TOP OF A STAINLESS
 JB2026'STEEL ROD RECESSED ABOUT 10-CM BELOW THE GROUND SURFACE AND DRIVEN TO
 JB2026'A DEPTH OF 4.6 M (15.1 FT) , IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT)
 JB2026'LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 JB2026'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 JB2026
 JB2026                          STATION RECOVERY (1999)
 JB2026
 JB2026'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JB2026'RECOVERED AS DESCRIBED
 JB2026'
 JB2026
 JB2026                          STATION RECOVERY (2003)
 JB2026
 JB2026'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2003 (DPE)
 JB2026'RECOVERED IN GOOD CONDITION.
 JB2026
 JB2026                          STATION RECOVERY (2004)
 JB2026
 JB2026'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RA)
 JB2026'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2027 ***********************************************************************
 JB2027  DESIGNATION -  FAIRPORT AZ MK
 JB2027  PID         -  JB2027
 JB2027  STATE/COUNTY-  IL/WAYNE
 JB2027  USGS QUAD   -  GEFF (1970)
 JB2027
 JB2027                         *CURRENT SURVEY CONTROL
 JB2027  ___________________________________________________________________
 JB2027* NAD 83(1997)-  38 22 57.26096(N)    088 24 25.92792(W)     ADJUSTED  
 JB2027* NAVD 88     -       126.0    (meters)     413.     (feet)  VERTCON   
 JB2027  ___________________________________________________________________
 JB2027  X           -     139,153.601 (meters)                     COMP
 JB2027  Y           -  -5,004,313.839 (meters)                     COMP
 JB2027  Z           -   3,938,879.018 (meters)                     COMP
 JB2027  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 JB2027  ELLIP HEIGHT-          95.42  (meters)          (10/21/99) GPS OBS
 JB2027  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB2027
 JB2027  HORZ ORDER  -  FIRST
 JB2027  ELLP ORDER  -  FOURTH    CLASS I
 JB2027
 JB2027.This mark is at Fairfield Airport (FWC)
 JB2027
 JB2027.The horizontal coordinates were established by GPS observations
 JB2027.and adjusted by the National Geodetic Survey in October 1999..
 JB2027
 JB2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2027
 JB2027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2027
 JB2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2027
 JB2027.The ellipsoidal height was determined by GPS observations
 JB2027.and is referenced to NAD 83.
 JB2027
 JB2027.The geoid height was determined by GEOID03.
 JB2027
 JB2027;                    North         East     Units Scale Factor Converg.
 JB2027;SPC IL E     -   190,441.959   293,545.927   MT  0.99997551   -0 02 45.1
 JB2027;SPC IL E     -   624,808.33    963,075.26   sFT  0.99997551   -0 02 45.1
 JB2027;UTM  16      - 4,249,200.872   377,093.144   MT  0.99978603   -0 52 25.9
 JB2027
 JB2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2027!SPC IL E     -   0.99998503  x   0.99997551  =   0.99996054
 JB2027!UTM  16      -   0.99998503  x   0.99978603  =   0.99977106
 JB2027
 JB2027:                Primary Azimuth Mark                     Grid Az
 JB2027:SPC IL E     -  FAIRPORT                                 180 25 28.3
 JB2027:UTM  16      -  FAIRPORT                                 181 15 09.1
 JB2027
 JB2027|---------------------------------------------------------------------|
 JB2027| PID    Reference Object                     Distance      Geod. Az  |
 JB2027|                                                           dddmmss.s |
 JB2027| JB2026 FAIRPORT                            APPROX. 0.6 KM 1802243.2 |
 JB2027|---------------------------------------------------------------------|
 JB2027
 JB2027                          SUPERSEDED SURVEY CONTROL
 JB2027
 JB2027  NAD 83(1997)-  38 22 57.26096(N)    088 24 25.92792(W) AD(       ) 1
 JB2027  NAD 83(1997)-  38 22 57.27242(N)    088 24 25.92582(W) AD(       ) 1
 JB2027  NAD 83(1986)-  38 22 57.27417(N)    088 24 25.92626(W) AD(       ) 1
 JB2027  NGVD 29 (06/25/91)  126.1    (m)          414.     (f) GPS OBS        
 JB2027
 JB2027.Superseded values are not recommended for survey control.
 JB2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2027.See file dsdata.txt to determine how the superseded data were derived.
 JB2027
 JB2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7709349201(NAD 83)
 JB2027_MARKER: I = METAL ROD
 JB2027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2027_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2027_STAMPING: FAIRPORT AZ MK 1990
 JB2027_MARK LOGO: NGS   
 JB2027_PROJECTION: FLUSH
 JB2027_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2027+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2003
 JB2027_ROD/PIPE-DEPTH: 3.7  meters
 JB2027_SLEEVE-DEPTH  : 1.0 meters
 JB2027
 JB2027  HISTORY     - Date     Condition        Report By
 JB2027  HISTORY     - 1990     MONUMENTED       NGS
 JB2027  HISTORY     - 20030106 GOOD             HANPRO
 JB2027
 JB2027                          STATION DESCRIPTION
 JB2027
 JB2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2027'STATION IS LOCATED ABOUT 4 KM (2.5 MI) WEST OF FAIRFIELD, AT THE
 JB2027'FAIRFIELD MUNICIPAL AIRPORT, AT THE END OF RUNWAY 18, IN THE
 JB2027'NORTHEAST CORNER OF SECTION 3, T 1 S, R  E.  OWNERSHIP--CITY OF
 JB2027'FAIRFIELD, CITY HALL, FAIRFIELD, IL 62837.  CONTACT CITY
 JB2027'ADMINISTRATOR RON ANDERSON , PHONE 618-842-3871.
 JB2027'TO REACH FROM THE JUNCTION OF US HIGHWAY 45 SOUTH AND STATE HIGHWAY 15
 JB2027'IN FAIRFIELD, GO WEST ON HIGHWAYS 45 AND 15 FOR 3.87 KM (2.40 MI) TO
 JB2027'JUNCTION OF HIGHWAY 45 NORTH.  BEAR RIGHT ON HIGHWAY 45 FOR 0.41 KM
 JB2027'(0.25 MI) TO A GATE ON THE LEFT ON NORTH SIDE OF THE AIRPORT OFFICE.
 JB2027'TURN LEFT, WEST, PASSING THROUGH GATE FOR 0.18 KM (0.11 MI) TO THE
 JB2027'TAXI.  TURN RIGHT, NORTH, ON TAXI FOR 0.18 KM (0.11 MI) TO THE RUNWAY
 JB2027'AND THE STATION ON THE LEFT.
 JB2027'STATION IS 24.5 M (80.4 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 30.1
 JB2027'M (98.8 FT) WEST OF THE CENTERLINE OF THE TAXIWAY, 14.7 M (48.2 FT)
 JB2027'SOUTH OF THE CENTERLINE OF THE TAXI APPROACH, 6.9 M (22.6 FT) SOUTH OF
 JB2027'A PURPLE TAXI LIGHT, AT A WOODEN FLAGGED STAKE.
 JB2027
 JB2027                          STATION RECOVERY (2003)
 JB2027
 JB2027'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2003 (DPE)
 JB2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0667 ***********************************************************************
 JB0667  DESIGNATION -  FAIRVIEW
 JB0667  PID         -  JB0667
 JB0667  STATE/COUNTY-  IL/MARION
 JB0667  USGS QUAD   -  SALEM NORTH (1978)
 JB0667
 JB0667                         *CURRENT SURVEY CONTROL
 JB0667  ___________________________________________________________________
 JB0667* NAD 83(1997)-  38 40 03.71213(N)    088 57 44.62384(W)     ADJUSTED  
 JB0667* NAVD 88     -       176.307  (meters)     578.43   (feet)  ADJUSTED  
 JB0667  ___________________________________________________________________
 JB0667  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 JB0667  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JB0667  DYNAMIC HT  -         176.194 (meters)     578.06  (feet)  COMP
 JB0667  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JB0667
 JB0667  HORZ ORDER  -  SECOND
 JB0667  VERT ORDER  -  SECOND    CLASS 0
 JB0667
 JB0667.The horizontal coordinates were established by classical geodetic methods
 JB0667.and adjusted by the National Geodetic Survey in October 1999..
 JB0667
 JB0667.The orthometric height was determined by differential leveling
 JB0667.and adjusted by the National Geodetic Survey in June 1991..
 JB0667
 JB0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0667
 JB0667.The geoid height was determined by GEOID03.
 JB0667
 JB0667.The dynamic height is computed by dividing the NAVD 88
 JB0667.geopotential number by the normal gravity value computed on the
 JB0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0667.degrees latitude (g = 980.6199 gals.).
 JB0667
 JB0667.The modeled gravity was interpolated from observed gravity values.
 JB0667
 JB0667;                    North         East     Units Scale Factor Converg.
 JB0667;SPC IL E     -   222,277.110   245,253.758   MT  1.00001189   -0 23 35.0
 JB0667;SPC IL E     -   729,254.15    804,636.70   sFT  1.00001189   -0 23 35.0
 JB0667;UTM  16      - 4,281,728.849   329,273.370   MT  0.99995894   -1 13 35.1
 JB0667
 JB0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0667!SPC IL E     -   0.99997721  x   1.00001189  =   0.99998910
 JB0667!UTM  16      -   0.99997721  x   0.99995894  =   0.99993616
 JB0667
 JB0667|---------------------------------------------------------------------|
 JB0667| PID    Reference Object                     Distance      Geod. Az  |
 JB0667|                                                           dddmmss.s |
 JB0667| JB0666 FAIRVIEW RM 1                        14.434 METERS 17158     |
 JB0667| JB0668 FAIRVIEW RM 2                        14.839 METERS 33815     |
 JB0667| JB0669 FAIRVIEW AZ MK                                     3462936.1 |
 JB0667|---------------------------------------------------------------------|
 JB0667
 JB0667                          SUPERSEDED SURVEY CONTROL
 JB0667
 JB0667  NAD 83(1986)-  38 40 03.72778(N)    088 57 44.61980(W) AD(       ) 2
 JB0667  NAD 27      -  38 40 03.55203(N)    088 57 44.41204(W) AD(       ) 2
 JB0667  NGVD 29 (??/??/92)  176.414  (m)          578.78   (f) ADJ UNCH    2 0
 JB0667
 JB0667.Superseded values are not recommended for survey control.
 JB0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0667.See file dsdata.txt to determine how the superseded data were derived.
 JB0667
 JB0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2927381729(NAD 83)
 JB0667_MARKER: DE = TRAVERSE STATION DISK
 JB0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0667_STAMPING: FAIRVIEW 1960
 JB0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0667+STABILITY: SURFACE MOTION
 JB0667
 JB0667  HISTORY     - Date     Condition        Report By
 JB0667  HISTORY     - 1960     MONUMENTED       CGS
 JB0667  HISTORY     - 1960     GOOD             CGS
 JB0667  HISTORY     - 1970     GOOD             PAS
 JB0667
 JB0667                          STATION DESCRIPTION
 JB0667
 JB0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0667'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF ALMA, ABOUT
 JB0667'3.0 MILES NORTH-NORTHWEST OF
 JB0667'SALEM AND ABOUT 0.8 MILE EAST OF THE VILLAGE OF TONTI.
 JB0667'
 JB0667'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE
 JB0667'HIGHWAY 37 IN SALEM, GO
 JB0667'NORTH ON STATE HIGHWAY 37 FOR 2.65 MILES TO A SIDE ROAD
 JB0667'LEFT, TURN LEFT, GO WEST ON
 JB0667'TONTI ROAD FOR 1.0 MILE TO SIDE ROAD
 JB0667'RIGHT, TURN RIGHT, GO NORTH FOR 0.25 MILE,
 JB0667'TURN LEFT, GO WEST FOR 0.2
 JB0667'MILE TO THE STATION ON LEFT JUST AFTER ROAD CURVES RIGHT.
 JB0667'
 JB0667'THE STATION IS STANDARD TRAVERSE DISK SET IN TOP OF A 10 INCH SQUARE
 JB0667'CONCRETE POST WHICH IS SET
 JB0667'FLUSH AND IS STAMPED FAIRVIEW 1960.  THE MARK IS 34
 JB0667'FEET WEST OF CENTER OF ROAD, 16 FEET
 JB0667'SOUTH-SOUTHWEST OF TELEPHONE
 JB0667'POLE, 6.3 FEET EAST OF FENCE AND 6.2 FEET EAST OF
 JB0667'WITNESS POST.
 JB0667'
 JB0667'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN TOP OF A 10 INCH
 JB0667'CONCRETE POST WHICH
 JB0667'PROJECTS ABOUT 2 INCHES AND IS STAMPED FAIRVIEW NO 1 1960.  THE
 JB0667'MARK IS 47.5 FEET SOUTH
 JB0667'OF WITNESS POST, 68 FEET WEST OF CENTER OF
 JB0667'ROAD, 11.6 FEET NORTH OF FENCE CORNER AND
 JB0667'1 FOOT EAST OF FENCE.
 JB0667'
 JB0667'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN TOP OF 10 INCH CONCRETE
 JB0667'POST WHICH PROJECTS
 JB0667'ABOUT 3 INCHES AND IS STAMPED FAIRVIEW NO 2 1960.  THE
 JB0667'MARK IS 47.5 FEET NORTH OF
 JB0667'WITNESS POST, 30 WEST OF CENTER OF ROAD
 JB0667'AND 1 FOOT EAST OF FENCE.
 JB0667'
 JB0667'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 10 INCH CONCRETE POST
 JB0667'WHICH PROJECTS ABOUT 4
 JB0667'INCHES AND IS STAMPED FAIRVIEW 1960.  THE MARK IS 19
 JB0667'FEET EAST OF THE CENTER OF ROAD, 3
 JB0667'FEET SOUTH OF POWER LINE POLE AND
 JB0667'1.8 FEET SOUTH OF WITNESS POST.
 JB0667'
 JB0667'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD
 JB0667'FOR 0.25 MILE TO THE MARK ON RIGHT.
 JB0667'
 JB0667'HEIGHT OF LIGHT ABOVE STATION MARK 3.65 METERS.
 JB0667
 JB0667                          STATION RECOVERY (1960)
 JB0667
 JB0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0667'4 MI N FROM SALEM.
 JB0667'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 JB0667'WITH U.S. HIGHWAY 50 IN SALEM, THENCE 1.0 MILE WEST ALONG AN
 JB0667'ASPHALT ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JB0667'0.2 MILE WEST ALONG A GRAVEL ROAD, JUST WEST AND ACROSS THE ROAD
 JB0667'FROM AN ABANDONED SCHOOL HOUSE, AT THE OUTSIDE OF A CURVE WITH
 JB0667'TANGENTS EXTENDING TO THE NORTH AND EAST, 38 FEET WEST-SOUTHWEST
 JB0667'OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF A TELEPHONE
 JB0667'POLE, 6 FEET EAST OF A FENCE, 136 FEET WEST OF A WELL PUMP AT
 JB0667'THE SCHOOL HOUSE, 58 FEET NORTH OF A FENCE CORNER, 6.3 FEET EAST
 JB0667'OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 JB0667'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0667
 JB0667                          STATION RECOVERY (1970)
 JB0667
 JB0667'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1970 (CM)
 JB0667'STATION, AZIMUTH AND REFERENCE MARKS FOUND AS DESCRIBED AND IN GOOD
 JB0667'CONDITION.  THE OLD DESCRIPTION AND TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0893 ***********************************************************************
 KB0893  DESIGNATION -  FAIRVIEW
 KB0893  PID         -  KB0893
 KB0893  STATE/COUNTY-  IL/MONTGOMERY
 KB0893  USGS QUAD   -  LITCHFIELD (1974)
 KB0893
 KB0893                         *CURRENT SURVEY CONTROL
 KB0893  ___________________________________________________________________
 KB0893* NAD 83(1997)-  39 07 54.47884(N)    089 40 50.13605(W)     ADJUSTED  
 KB0893* NAVD 88     -       208.974  (meters)     685.61   (feet)  ADJUSTED  
 KB0893  ___________________________________________________________________
 KB0893  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 KB0893  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KB0893  DYNAMIC HT  -         208.852 (meters)     685.21  (feet)  COMP
 KB0893  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 KB0893
 KB0893  HORZ ORDER  -  SECOND
 KB0893  VERT ORDER  -  SECOND    CLASS 0
 KB0893
 KB0893.The horizontal coordinates were established by classical geodetic methods
 KB0893.and adjusted by the National Geodetic Survey in October 1999..
 KB0893
 KB0893.The orthometric height was determined by differential leveling
 KB0893.and adjusted by the National Geodetic Survey in June 1991..
 KB0893
 KB0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0893
 KB0893.The geoid height was determined by GEOID03.
 KB0893
 KB0893.The dynamic height is computed by dividing the NAVD 88
 KB0893.geopotential number by the normal gravity value computed on the
 KB0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0893.degrees latitude (g = 980.6199 gals.).
 KB0893
 KB0893.The modeled gravity was interpolated from observed gravity values.
 KB0893
 KB0893;                    North         East     Units Scale Factor Converg.
 KB0893;SPC IL W     -   273,712.899   742,026.186   MT  0.99996292   +0 18 24.4
 KB0893;SPC IL W     -   898,006.40  2,434,464.25   sFT  0.99996292   +0 18 24.4
 KB0893;UTM  16      - 4,334,824.774   268,296.592   MT  1.00026110   -1 41 33.0
 KB0893
 KB0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0893!SPC IL W     -   0.99997212  x   0.99996292  =   0.99993504
 KB0893!UTM  16      -   0.99997212  x   1.00026110  =   1.00023321
 KB0893
 KB0893|---------------------------------------------------------------------|
 KB0893| PID    Reference Object                     Distance      Geod. Az  |
 KB0893|                                                           dddmmss.s |
 KB0893| KB0892 FAIRVIEW RM 1                       145.746 METERS 09027     |
 KB0893| KB0894 FAIRVIEW RM 2                        58.597 METERS 18700     |
 KB0893| KB1439 MOUNT OLIVE MUNICIPAL TANK          APPROX. 7.6 KM 2114415.3 |
 KB0893|---------------------------------------------------------------------|
 KB0893
 KB0893                          SUPERSEDED SURVEY CONTROL
 KB0893
 KB0893  NAD 83(1986)-  39 07 54.48601(N)    089 40 50.12931(W) AD(       ) 2
 KB0893  NAD 27      -  39 07 54.32210(N)    089 40 49.81330(W) AD(       ) 2
 KB0893  NGVD 29 (??/??/92)  209.102  (m)          686.03   (f) ADJ UNCH    2 0
 KB0893
 KB0893.Superseded values are not recommended for survey control.
 KB0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0893.See file dsdata.txt to determine how the superseded data were derived.
 KB0893
 KB0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6829734825(NAD 83)
 KB0893_MARKER: DE = TRAVERSE STATION DISK
 KB0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0893_STAMPING: FAIRVIEW 1960
 KB0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0893+STABILITY: SURFACE MOTION
 KB0893
 KB0893  HISTORY     - Date     Condition        Report By
 KB0893  HISTORY     - 1960     MONUMENTED       CGS
 KB0893  HISTORY     - 1960     GOOD             CGS
 KB0893
 KB0893                          STATION DESCRIPTION
 KB0893
 KB0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB0893'THE STATION IS LOCATED ABOUT 3-1/2 MI. S. S. W.  OF LITCHFIELD, 5
 KB0893'MILES NORTH-NORTHEAST OF MOUNT OLIVE AND 1/4 MILE WEST OF U.S.
 KB0893'HIGHWAY 66.
 KB0893'
 KB0893'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66 AND
 KB0893'STATE HIGHWAY 16 IN THE WEST EDGE OF LITCHFIELD, GO SOUTH ON U.S.
 KB0893'HIGHWAY 66 FOR 3.5 MILES TO A SIDE ROAD RIGHT - HOUSE IN NORTHWEST
 KB0893'ANGLE OF ROADS, TURN RIGHT WEST ON NARROW ROAD FOR 0.2 MILE TO A
 KB0893'DIM TRACK ROAD RIGHT, TURN RIGHT ABOUT 230 FEET A LONE TREE AND THE
 KB0893'STATION.
 KB0893'
 KB0893'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 KB0893'CONCRETE POST WHICH PROJECTS ABOUT 2 IN. AND IS STAMPED FAIRVIEW
 KB0893'1960. THE MARK IS 228.5 FEET NORTH OF THE CENTER OF ROAD, 4.2 FEET
 KB0893'EAST OF A TREE AND 4.6 FEET NORTHEAST OF A WITNESS POST.
 KB0893'
 KB0893'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB0893'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KB0893'GROUND AND IS STAMPED FAIRVIEW NO 1 1960. THE MARK IS 21 FEET WEST OF
 KB0893'A LARGE TREE, 10.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 KB0893'SMALL HOUSE AND 10 FEET SOUTHEAST OF A LARGE TREE.
 KB0893'
 KB0893'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 KB0893'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS
 KB0893'STAMPED FAIRVIEW NO 2 1960. THE MARK IS 188.5 FEET SOUTH-SOUTHWEST OF
 KB0893'A WITNESS POST, 38 FEET NORTH OF THE CENTER OF ROAD, 7.5 FEET
 KB0893'SOUTHEAST OF A POWER POLE AND 4.2 FEET NORTH-NORTHEAST OF THE BASE OF
 KB0893'GUY WIRE BRACING POWER POLE.
 KB0893'
 KB0893'NO AZIMUTH MARK WAS SET.
 KB0893'
 KB0893'HEIGHT OF LIGHT ABOVE STATION MARK 1.23 METERS.
 KB0893
 KB0893                          STATION RECOVERY (1960)
 KB0893
 KB0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB0893'3.5 MI SW FROM LITCHFIELD.
 KB0893'ABOUT 3.3 MILES SOUTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL
 KB0893'HIGHWAY), FROM ITS JUNCTION WITH STATE HIGHWAY 16, THENCE 0.2
 KB0893'MILES WEST ALONG NARROW GRAVEL ROAD TO JUNCTION OF TRACK ROAD
 KB0893'NORTH THENCE NORTH ABOUT 65 YARDS ALONG TRACK ROAD TO LONE TREE
 KB0893'AT THE END OF ROAD, 228 FEET NORTH OF NARROW GRAVEL ROAD, 187
 KB0893'FEET NORTH OF A POWER POLE WITH A BRACE WIRE, 2.5 FEET EAST OF
 KB0893'A 30 INCH LONE TREE, 4.9 FEET NORTHEAST OF A METAL WITNESS POST,
 KB0893'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KB0893'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0669 ***********************************************************************
 JB0669  DESIGNATION -  FAIRVIEW AZ MK
 JB0669  PID         -  JB0669
 JB0669  STATE/COUNTY-  IL/MARION
 JB0669  USGS QUAD   -  SALEM NORTH (1978)
 JB0669
 JB0669                         *CURRENT SURVEY CONTROL
 JB0669  ___________________________________________________________________
 JB0669* NAD 83(1986)-  38 40 16.     (N)    088 57 48.     (W)     SCALED    
 JB0669* NAVD 88     -       177.993  (meters)     583.97   (feet)  ADJUSTED  
 JB0669  ___________________________________________________________________
 JB0669  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JB0669  DYNAMIC HT  -         177.880 (meters)     583.59  (feet)  COMP
 JB0669  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 JB0669
 JB0669  VERT ORDER  -  SECOND    CLASS 0
 JB0669
 JB0669.The horizontal coordinates were scaled from a topographic map and have
 JB0669.an estimated accuracy of +/- 6 seconds.
 JB0669
 JB0669.The orthometric height was determined by differential leveling
 JB0669.and adjusted by the National Geodetic Survey in June 1991..
 JB0669
 JB0669.The geoid height was determined by GEOID03.
 JB0669
 JB0669.The dynamic height is computed by dividing the NAVD 88
 JB0669.geopotential number by the normal gravity value computed on the
 JB0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0669.degrees latitude (g = 980.6199 gals.).
 JB0669
 JB0669.The modeled gravity was interpolated from observed gravity values.
 JB0669
 JB0669;                    North         East    Units  Estimated Accuracy
 JB0669;SPC IL E     -   222,660.      245,180.      MT  (+/- 180 meters Scaled)
 JB0669
 JB0669                          SUPERSEDED SURVEY CONTROL
 JB0669
 JB0669  NGVD 29 (??/??/92)  178.10   (m)          584.3    (f) COMPUTED    2 0
 JB0669
 JB0669.Superseded values are not recommended for survey control.
 JB0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0669.See file dsdata.txt to determine how the superseded data were derived.
 JB0669
 JB0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH292821(NAD 83)
 JB0669_MARKER: DZ = AZIMUTH MARK DISK
 JB0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0669_STAMPING: FAIRVIEW 1960
 JB0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0669+STABILITY: SURFACE MOTION
 JB0669
 JB0669  HISTORY     - Date     Condition        Report By
 JB0669  HISTORY     - 1960     MONUMENTED       CGS
 JB0669
 JB0669                          STATION DESCRIPTION
 JB0669
 JB0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0669'4.4 MI N FROM SALEM.
 JB0669'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 JB0669'WITH U.S. HIGHWAY 50 IN SALEM, THENCE 1.0 MILE WEST ALONG AN
 JB0669'ASPHALT ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JB0669'0.2 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.3 MILE NORTH OF A
 JB0669'GRAVEL ROAD, AT A FARM HOUSE WEST OF THE ROAD, 20 FEET EAST OF
 JB0669'THE CENTER LINE OF THE ROAD, 98 FEET NORTH OF THE EXTENDED CENTER
 JB0669'LINE OF THE DRIVE WEST TO A FARM HOUSE, 50 FEET EAST-SOUTHEAST
 JB0669'AND ACROSS THE ROAD FROM A FENCE CORNER AND A WOODEN GATE, 3
 JB0669'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 1.7 FEET SOUTH OF
 JB0669'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 JB0669'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0666 ***********************************************************************
 JB0666  DESIGNATION -  FAIRVIEW RM 1
 JB0666  PID         -  JB0666
 JB0666  STATE/COUNTY-  IL/MARION
 JB0666  USGS QUAD   -  SALEM NORTH (1978)
 JB0666
 JB0666                         *CURRENT SURVEY CONTROL
 JB0666  ___________________________________________________________________
 JB0666* NAD 83(1986)-  38 40 03.     (N)    088 57 44.     (W)     SCALED    
 JB0666* NAVD 88     -       176.317  (meters)     578.47   (feet)  ADJUSTED  
 JB0666  ___________________________________________________________________
 JB0666  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JB0666  DYNAMIC HT  -         176.205 (meters)     578.10  (feet)  COMP
 JB0666  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JB0666
 JB0666  VERT ORDER  -  SECOND    CLASS 0
 JB0666
 JB0666.The horizontal coordinates were scaled from a topographic map and have
 JB0666.an estimated accuracy of +/- 6 seconds.
 JB0666
 JB0666.The orthometric height was determined by differential leveling
 JB0666.and adjusted by the National Geodetic Survey in June 1991..
 JB0666
 JB0666.The geoid height was determined by GEOID03.
 JB0666
 JB0666.The dynamic height is computed by dividing the NAVD 88
 JB0666.geopotential number by the normal gravity value computed on the
 JB0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0666.degrees latitude (g = 980.6199 gals.).
 JB0666
 JB0666.The modeled gravity was interpolated from observed gravity values.
 JB0666
 JB0666;                    North         East    Units  Estimated Accuracy
 JB0666;SPC IL E     -   222,260.      245,270.      MT  (+/- 180 meters Scaled)
 JB0666
 JB0666                          SUPERSEDED SURVEY CONTROL
 JB0666
 JB0666  NGVD 29 (??/??/92)  176.425  (m)          578.82   (f) ADJ UNCH    2 0
 JB0666
 JB0666.Superseded values are not recommended for survey control.
 JB0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0666.See file dsdata.txt to determine how the superseded data were derived.
 JB0666
 JB0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH292817(NAD 83)
 JB0666_MARKER: DR = REFERENCE MARK DISK
 JB0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0666_STAMPING: FAIRVIEW NO 1 1960
 JB0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0666+STABILITY: SURFACE MOTION
 JB0666
 JB0666  HISTORY     - Date     Condition        Report By
 JB0666  HISTORY     - 1960     MONUMENTED       CGS
 JB0666
 JB0666                          STATION DESCRIPTION
 JB0666
 JB0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0666'4 MI N FROM SALEM.
 JB0666'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 JB0666'WITH U.S. HIGHWAY 50 IN SALEM, THENCE 1.0 MILE WEST ALONG AN
 JB0666'ASPHALT ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JB0666'0.2 MILE WEST ALONG A GRAVEL ROAD, ACROSS THE ROAD FROM AN
 JB0666'ABANDONED SCHOOL HOUSE, AT THE OUTSIDE OF A CURVE WITH TANGENTS
 JB0666'EXTENDING TO THE NORTH AND EAST, 63 FEET WEST-SOUTHWEST OF THE
 JB0666'CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, 11 FEET NORTH OF
 JB0666'A FENCE CORNER, 136 FEETWEST-SOUTHWEST OF A WELL PUMP AT THE
 JB0666'SCHOOL, 47.5 FEET SOUTH OF TRAVERSE STATION FAIRVIEW, 47.6 FEET
 JB0666'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 JB0666'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0892 ***********************************************************************
 KB0892  DESIGNATION -  FAIRVIEW RM 1
 KB0892  PID         -  KB0892
 KB0892  STATE/COUNTY-  IL/MONTGOMERY
 KB0892  USGS QUAD   -  LITCHFIELD (1974)
 KB0892
 KB0892                         *CURRENT SURVEY CONTROL
 KB0892  ___________________________________________________________________
 KB0892* NAD 83(1986)-  39 07 54.     (N)    089 40 49.     (W)     SCALED    
 KB0892* NAVD 88     -       207.886  (meters)     682.04   (feet)  ADJUSTED  
 KB0892  ___________________________________________________________________
 KB0892  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KB0892  DYNAMIC HT  -         207.765 (meters)     681.64  (feet)  COMP
 KB0892  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 KB0892
 KB0892  VERT ORDER  -  SECOND    CLASS 0
 KB0892
 KB0892.The horizontal coordinates were scaled from a topographic map and have
 KB0892.an estimated accuracy of +/- 6 seconds.
 KB0892
 KB0892.The orthometric height was determined by differential leveling
 KB0892.and adjusted by the National Geodetic Survey in June 1991..
 KB0892
 KB0892.The geoid height was determined by GEOID03.
 KB0892
 KB0892.The dynamic height is computed by dividing the NAVD 88
 KB0892.geopotential number by the normal gravity value computed on the
 KB0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0892.degrees latitude (g = 980.6199 gals.).
 KB0892
 KB0892.The modeled gravity was interpolated from observed gravity values.
 KB0892
 KB0892;                    North         East    Units  Estimated Accuracy
 KB0892;SPC IL W     -   273,700.      742,050.      MT  (+/- 180 meters Scaled)
 KB0892
 KB0892                          SUPERSEDED SURVEY CONTROL
 KB0892
 KB0892  NGVD 29 (??/??/92)  208.014  (m)          682.46   (f) ADJ UNCH    2 0
 KB0892
 KB0892.Superseded values are not recommended for survey control.
 KB0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0892.See file dsdata.txt to determine how the superseded data were derived.
 KB0892
 KB0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ683348(NAD 83)
 KB0892_MARKER: DR = REFERENCE MARK DISK
 KB0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0892_STAMPING: FAIRVIEW NO1 1960
 KB0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0892+STABILITY: SURFACE MOTION
 KB0892
 KB0892  HISTORY     - Date     Condition        Report By
 KB0892  HISTORY     - 1960     MONUMENTED       CGS
 KB0892
 KB0892                          STATION DESCRIPTION
 KB0892
 KB0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0892'3.5 MI SW FROM LITCHFIELD.
 KB0892'ABOUT 3.3 MILES SOUTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL
 KB0892'HIGHWAY) FROM ITS JUNCTION WITH STATE HIGHWAY 16, THENCE 0.1 MILE
 KB0892'WEST ON A NARROW GRAVEL ROAD, 85 FEET WEST OF THE NORTHWEST
 KB0892'CORNER OF A GREEN FARM BUILDING WITH A RAMP ON THE WEST SIDE,
 KB0892'228 FEET NORTH OF A NARROW GRAVEL ROAD, 11 FEET SOUTH OF THE
 KB0892'SOUTHWEST CORNER OF A SMALL GREEN GARAGE, 10 FEET SOUTHEAST OF
 KB0892'30 INCH MULTIPLE TRUNK TREE AT THE EAST END OF A ROW OF TREES,
 KB0892'156 FEET NORTHEAST OF A POWER POLE, 478.2 FEET EAST OF TRAVERSE
 KB0892'STATION FAIRVIEW, 482.0 FEET EAST OF A METAL WITNESS POST, AND
 KB0892'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0668 ***********************************************************************
 JB0668  DESIGNATION -  FAIRVIEW RM 2
 JB0668  PID         -  JB0668
 JB0668  STATE/COUNTY-  IL/MARION
 JB0668  USGS QUAD   -  SALEM NORTH (1978)
 JB0668
 JB0668                         *CURRENT SURVEY CONTROL
 JB0668  ___________________________________________________________________
 JB0668* NAD 83(1986)-  38 40 03.     (N)    088 57 44.     (W)     SCALED    
 JB0668* NAVD 88     -       176.405  (meters)     578.76   (feet)  ADJUSTED  
 JB0668  ___________________________________________________________________
 JB0668  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JB0668  DYNAMIC HT  -         176.293 (meters)     578.39  (feet)  COMP
 JB0668  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JB0668
 JB0668  VERT ORDER  -  SECOND    CLASS 0
 JB0668
 JB0668.The horizontal coordinates were scaled from a topographic map and have
 JB0668.an estimated accuracy of +/- 6 seconds.
 JB0668
 JB0668.The orthometric height was determined by differential leveling
 JB0668.and adjusted by the National Geodetic Survey in June 1991..
 JB0668
 JB0668.The geoid height was determined by GEOID03.
 JB0668
 JB0668.The dynamic height is computed by dividing the NAVD 88
 JB0668.geopotential number by the normal gravity value computed on the
 JB0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0668.degrees latitude (g = 980.6199 gals.).
 JB0668
 JB0668.The modeled gravity was interpolated from observed gravity values.
 JB0668
 JB0668;                    North         East    Units  Estimated Accuracy
 JB0668;SPC IL E     -   222,260.      245,270.      MT  (+/- 180 meters Scaled)
 JB0668
 JB0668                          SUPERSEDED SURVEY CONTROL
 JB0668
 JB0668  NGVD 29 (??/??/92)  176.51   (m)          579.1    (f) COMPUTED    2 0
 JB0668
 JB0668.Superseded values are not recommended for survey control.
 JB0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0668.See file dsdata.txt to determine how the superseded data were derived.
 JB0668
 JB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH292817(NAD 83)
 JB0668_MARKER: DR = REFERENCE MARK DISK
 JB0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0668_STAMPING: FAIRVIEW NO 2 1960
 JB0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0668+STABILITY: SURFACE MOTION
 JB0668
 JB0668  HISTORY     - Date     Condition        Report By
 JB0668  HISTORY     - 1960     MONUMENTED       CGS
 JB0668
 JB0668                          STATION DESCRIPTION
 JB0668
 JB0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0668'4 MI N FROM SALEM.
 JB0668'ABOUT 2.6 MILES NORTH ALONG STATE HIGHWAY 37 FROM ITS JUNCTION
 JB0668'WITH U.S. HIGHWAY 50 IN SALEM, THENCE 1.0 MILE WEST ALONG AN
 JB0668'ASPHALT ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JB0668'0.2 MILE WEST ALONG A GRAVEL ROAD, ACROSS THE ROAD FROM AN
 JB0668'ABANDONED SCHOOL HOUSE, AT THE OUTSIDE OF A CURVE WITH TANGENTS
 JB0668'EXTENDING TO THE NORTH AND EAST, 29 FEET WEST OF THE CENTER LINE
 JB0668'OF THE ROAD, 1 FOOT EAST OF A FENCE, 32 FEET NORTH OF A TELEPHONE
 JB0668'POLE, 154 FEET WEST-NORTHWEST OF A WELL PUMP AT THE SCHOOL, 106
 JB0668'FEET NORTH OF A FENCE CORNER, 48.8 FEET NORTH OF TRAVERSE STATION
 JB0668'FAIRVIEW, 47.0 FEET NORTH OF A METAL WITNESS POST PROJECTING 3
 JB0668'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0894 ***********************************************************************
 KB0894  DESIGNATION -  FAIRVIEW RM 2
 KB0894  PID         -  KB0894
 KB0894  STATE/COUNTY-  IL/MONTGOMERY
 KB0894  USGS QUAD   -  LITCHFIELD (1974)
 KB0894
 KB0894                         *CURRENT SURVEY CONTROL
 KB0894  ___________________________________________________________________
 KB0894* NAD 83(1986)-  39 07 54.     (N)    089 40 49.     (W)     SCALED    
 KB0894* NAVD 88     -       208.602  (meters)     684.39   (feet)  ADJUSTED  
 KB0894  ___________________________________________________________________
 KB0894  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KB0894  DYNAMIC HT  -         208.480 (meters)     683.99  (feet)  COMP
 KB0894  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 KB0894
 KB0894  VERT ORDER  -  SECOND    CLASS 0
 KB0894
 KB0894.The horizontal coordinates were scaled from a topographic map and have
 KB0894.an estimated accuracy of +/- 6 seconds.
 KB0894
 KB0894.The orthometric height was determined by differential leveling
 KB0894.and adjusted by the National Geodetic Survey in June 1991..
 KB0894
 KB0894.The geoid height was determined by GEOID03.
 KB0894
 KB0894.The dynamic height is computed by dividing the NAVD 88
 KB0894.geopotential number by the normal gravity value computed on the
 KB0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0894.degrees latitude (g = 980.6199 gals.).
 KB0894
 KB0894.The modeled gravity was interpolated from observed gravity values.
 KB0894
 KB0894;                    North         East    Units  Estimated Accuracy
 KB0894;SPC IL W     -   273,700.      742,050.      MT  (+/- 180 meters Scaled)
 KB0894
 KB0894                          SUPERSEDED SURVEY CONTROL
 KB0894
 KB0894  NGVD 29 (??/??/92)  208.729  (m)          684.81   (f) ADJ UNCH    2 0
 KB0894
 KB0894.Superseded values are not recommended for survey control.
 KB0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0894.See file dsdata.txt to determine how the superseded data were derived.
 KB0894
 KB0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ683348(NAD 83)
 KB0894_MARKER: DR = REFERENCE MARK DISK
 KB0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0894_STAMPING: FAIRVIEW NO 2 1960
 KB0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0894+STABILITY: SURFACE MOTION
 KB0894
 KB0894  HISTORY     - Date     Condition        Report By
 KB0894  HISTORY     - 1960     MONUMENTED       CGS
 KB0894
 KB0894                          STATION DESCRIPTION
 KB0894
 KB0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0894'3.5 MI SW FROM LITCHFIELD.
 KB0894'ABOUT 3.3 MILES SOUTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL
 KB0894'HIGHWAY) FROM ITS JUNCTION WITH STATE HIGHWAY 16, THENCE 0.2 MILES
 KB0894'WEST ALONG NARROW GRAVEL ROAD TO THE JUNCTION OF A TRACK ROAD
 KB0894'NORTH, 38 FEET NORTH OF THE CENTER LINE OF THE NARROW GRAVEL
 KB0894'ROAD, 13 FEET WEST OF THE CENTER LINE OF TRACK ROAD NROTH, 7
 KB0894'FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A BRACE WIRE, 192.2
 KB0894'FEET SOUTH OF TRAVERSE STATION FAIRVIEW, 188.4 FEET SOUTH OF A
 KB0894'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 KB0894'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2959 ***********************************************************************
 ME2959  DESIGNATION -  FAN MARKER KEDZIE RBN KEDZIE
 ME2959  PID         -  ME2959
 ME2959  STATE/COUNTY-  IL/COOK
 ME2959  USGS QUAD   -  BLUE ISLAND (1997)
 ME2959
 ME2959                         *CURRENT SURVEY CONTROL
 ME2959  ___________________________________________________________________
 ME2959* NAD 83(1997)-  41 44 29.20940(N)    087 41 22.83293(W)     ADJUSTED  
 ME2959* NAVD 88     -                                                        
 ME2959  ___________________________________________________________________
 ME2959  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 ME2959  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2959
 ME2959  HORZ ORDER  -  THIRD
 ME2959
 ME2959.The horizontal coordinates were established by classical geodetic methods
 ME2959.and adjusted by the National Geodetic Survey in October 1999..
 ME2959
 ME2959
 ME2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2959
 ME2959.The geoid height was determined by GEOID03.
 ME2959
 ME2959;                    North         East     Units Scale Factor Converg.
 ME2959;SPC IL E     -   563,585.881   353,541.636   MT  1.00001026   +0 25 42.7
 ME2959;SPC IL E     - 1,849,031.34  1,159,911.18   sFT  1.00001026   +0 25 42.7
 ME2959;UTM  16      - 4,621,299.834   442,651.899   MT  0.99964047   -0 27 33.0
 ME2959
 ME2959                          SUPERSEDED SURVEY CONTROL
 ME2959
 ME2959  NAD 83(1997)-  41 44 29.20952(N)    087 41 22.83320(W) AD(       ) 4
 ME2959  NAD 83(1997)-  41 44 29.21347(N)    087 41 22.84223(W) AD(       ) 4
 ME2959  NAD 83(1986)-  41 44 29.21390(N)    087 41 22.84183(W) AD(       ) 4
 ME2959  NAD 27      -  41 44 29.09332(N)    087 41 22.65884(W) AD(       ) 3
 ME2959
 ME2959.Superseded values are not recommended for survey control.
 ME2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2959.See file dsdata.txt to determine how the superseded data were derived.
 ME2959
 ME2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4265221300(NAD 83)
 ME2959
 ME2959  HISTORY     - Date     Condition        Report By
 ME2959  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME2959  HISTORY     - 1989     GOOD             USPSQD
 ME2959  HISTORY     - 19970901 GOOD             USPSQD
 ME2959
 ME2959                          STATION DESCRIPTION
 ME2959
 ME2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2959'THE STATION IS THE CENTER OF THE TOP OF A 7 FOOT, 4 X 4 WOOD POST.
 ME2959'THE POST IS USED TO HOLD THE
 ME2959'LEAD-IN WIRES THAT GO INTO SMALL BUILDING.  IT IS LOCATED IN THE
 ME2959'SOUTH SECTION OF CHICAGO, 1.5
 ME2959'MILES NORTH OF EVERGREEN PARK AND 0.6 MILE EAST OF KEDZIE AVENUE.
 ME2959'
 ME2959'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 ME2959'KEDZIE AND THE DISTANCE IS
 ME2959'5.688 METERS, 18.66 FEET.
 ME2959'
 ME2959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND 20 AND
 ME2959'KEDZIE AVENUE IN EVERGREEN
 ME2959'PARK, GO NORTH ON KEDZIE AVENUE FOR 1.5 MILES TO WEST 83RD STREET.
 ME2959'TURN RIGHT AND GO EAST ON WEST
 ME2959'83RD STREET FOR 0.5 MILE TO SOUTH CALIFORNIA AVENUE.  CONTINUE
 ME2959'EAST ON WEST 83RD STREET FOR 0.1 MILE TO A
 ME2959'GRAVELED STREET RIGHT.  TURN RIGHT AND GO
 ME2959'SOUTH ON THE GRAVELLED STREET FOR 0.2 MILE TO THE POINT AT
 ME2959'WHICH IT TURNS EAST.  FOLLOW THE
 ME2959'ROAD LEFT AND GO EAST FOR 0.1 MILE TO THE STATION ON THE LEFT.
 ME2959
 ME2959                          STATION RECOVERY (1989)
 ME2959
 ME2959'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME2959'RECOVERED IN GOOD CONDITION.
 ME2959
 ME2959                          STATION RECOVERY (1997)
 ME2959
 ME2959'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME2959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9315 ***********************************************************************
 DF9315  DESIGNATION -  FANCY RESET
 DF9315  PID         -  DF9315
 DF9315  STATE/COUNTY-  IL/SANGAMON
 DF9315  USGS QUAD   -  WILLIAMSVILLE (1976)
 DF9315
 DF9315                         *CURRENT SURVEY CONTROL
 DF9315  ___________________________________________________________________
 DF9315* NAD 83(1997)-  39 57 42.78032(N)    089 33 16.59079(W)     ADJUSTED  
 DF9315* NAVD 88     -       182.3    (meters)     598.     (feet)  GPS OBS   
 DF9315  ___________________________________________________________________
 DF9315  X           -      38,055.341 (meters)                     COMP
 DF9315  Y           -  -4,895,393.808 (meters)                     COMP
 DF9315  Z           -   4,074,838.747 (meters)                     COMP
 DF9315  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 DF9315  ELLIP HEIGHT-         149.73  (meters)          (02/03/05) GPS OBS
 DF9315  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 DF9315
 DF9315  HORZ ORDER  -  FIRST
 DF9315  ELLP ORDER  -  FOURTH    CLASS II
 DF9315
 DF9315.The horizontal coordinates were established by GPS observations
 DF9315.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DF9315
 DF9315.The orthometric height was determined by GPS observations and a
 DF9315.high-resolution geoid model.
 DF9315
 DF9315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9315
 DF9315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9315
 DF9315.The ellipsoidal height was determined by GPS observations
 DF9315.and is referenced to NAD 83.
 DF9315
 DF9315.The geoid height was determined by GEOID03.
 DF9315
 DF9315;                    North         East     Units Scale Factor Converg.
 DF9315;SPC IL W     -   365,935.195   752,292.152   MT  0.99997483   +0 23 35.2
 DF9315;SPC IL W     - 1,200,572.39  2,468,145.17   sFT  0.99997483   +0 23 35.2
 DF9315;UTM  16      - 4,426,651.999   281,805.386   MT  1.00018614   -1 38 29.1
 DF9315
 DF9315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9315!SPC IL W     -   0.99997651  x   0.99997483  =   0.99995134
 DF9315!UTM  16      -   0.99997651  x   1.00018614  =   1.00016265
 DF9315
 DF9315:                Primary Azimuth Mark                     Grid Az
 DF9315:SPC IL W     -  HILL                                     065 27 43.4
 DF9315:UTM  16      -  HILL                                     067 29 47.7
 DF9315
 DF9315|---------------------------------------------------------------------|
 DF9315| PID    Reference Object                     Distance      Geod. Az  |
 DF9315|                                                           dddmmss.s |
 DF9315| KB1069 HILL                                APPROX. 4.0 KM 0655118.6 |
 DF9315| CI7389 FANCY AZ MK                                        1372200.5 |
 DF9315| KB1468 WILLIAMSVILLE MUNICIPAL TANK        APPROX. 1.0 KM 1513313.7 |
 DF9315| KB1073 FANCY RM 1                           16.996 METERS 15841     |
 DF9315| KB1075 FANCY RM 3                           16.916 METERS 15950     |
 DF9315| CI7388 FANCY RM 4                           16.920 METERS 15954     |
 DF9315| KB1076 FANCY RM 2                           20.176 METERS 21726     |
 DF9315|---------------------------------------------------------------------|
 DF9315
 DF9315                          SUPERSEDED SURVEY CONTROL
 DF9315
 DF9315  ELLIP H (01/16/04)  149.75   (m)                       GP(       ) 3 1
 DF9315  NAD 83(1997)-  39 57 42.78137(N)    089 33 16.59072(W) AD(       ) 2
 DF9315  NAD 83(1986)-  39 57 42.79442(N)    089 33 16.58210(W) AD(       ) 2
 DF9315
 DF9315.Superseded values are not recommended for survey control.
 DF9315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9315.See file dsdata.txt to determine how the superseded data were derived.
 DF9315
 DF9315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK8180526652(NAD 83)
 DF9315_MARKER: DE = TRAVERSE STATION DISK
 DF9315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DF9315_STAMPING: FANCY 1960 1976
 DF9315_MARK LOGO: NGS   
 DF9315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9315+STABILITY: SURFACE MOTION
 DF9315
 DF9315  HISTORY     - Date     Condition        Report By
 DF9315  HISTORY     - 1976     MONUMENTED       NGS
 DF9315  HISTORY     - 1976     GOOD             NGS
 DF9315  HISTORY     - 1976     MARK NOT FOUND   NGS
 DF9315  HISTORY     - 20030827 GOOD             NGS
 DF9315
 DF9315                          STATION DESCRIPTION
 DF9315
 DF9315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 DF9315'THE STATION SURFACE DISK WAS FOUND BROKEN OFF, HOWEVER, THE
 DF9315'SUB-SURFACE DISK WAS RECOVERED AND THE ORIGINAL DISK WAS ESTABLISHED
 DF9315'AND RESTAMPED, REFERENCE MARK 3 DISK WAS FOUND DESTROYED AND A NEW
 DF9315'DISK ESTABLISHED IN THE OLD MONUMENT, REFERENCE MARK 2 AND THE
 DF9315'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 DF9315'HORIZONTAL DIRECTIONS TO REFERENCE MARK 2 CHECKED THE 1969
 DF9315'OBSERVATIONS ADEQUATELY, THE DISTANCE WAS FOUND TO BE 0.049
 DF9315'METERS LARGER.  DUE TO TRAILER ON LINE NO OBSERVATIONS WERE TAKEN
 DF9315'TO THE AZIMUTH MARK.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 DF9315'
 DF9315'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH-NORTHWEST OF
 DF9315'WILLIAMSVILLE AND ON ROAD RIGHT-OF-WAY.
 DF9315'
 DF9315'TO REACH THE STATION FROM THE OVERPASS OF INTERSTATE 55 IN
 DF9315'WILLIAMSVILLE GO WEST FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN
 DF9315'RIGHT AND GO NORTH AND BACK EAST FOR 0.5 MILE TO THE STATION ON
 DF9315'THE LEFT, ABOUT 0.2 MILE BEFORE REACHING INTERSTATE 55.
 DF9315'
 DF9315'STATION MARKS ARE STANDARD TRAVERSE DISK STAMPED FANCY 1960 1976.
 DF9315'THE SURFACE DISK IS SET IN THE TOP OF A 2 FOOT SQUARE CONCRETE
 DF9315'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 37 FEET
 DF9315'EAST OF A POWERLINE POLE, 28 FEET NORTH OF THE CENTER OF THE PAVED
 DF9315'ROAD, 14 FEET EAST OF THE CENTER OF A DRIVEWAY AND 5 FEET WEST OF
 DF9315'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 DF9315'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 DF9315'SURFACE.
 DF9315'
 DF9315'REFERENCE MARK 2, A STANDARD DISK STAMPED FANCY NO 2 1960, IS SET
 DF9315'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 DF9315'THE GROUND SURFACE.  IT IS 18 FEET SOUTH OF THE CENTER OF THE PAVED
 DF9315'ROAD.
 DF9315'
 DF9315'REFERENCE MARK 4, A STANDARD DISK STAMPED FANCY 1960 NO 4 1976, IS
 DF9315'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 DF9315'WITH THE GROUND SURFACE.  IT IS 18 FEET SOUTH OF THE CENTER OF THE
 DF9315'PAVED ROAD.
 DF9315'
 DF9315'AZIMUTH MARK, A STANDARD DISK STAMPED FANCY 1960 1969, IS CEMENTED
 DF9315'IN A DRILL HOLE IN THE SOUTHWEST END OF A CONCRETE CULVERT.  IT IS
 DF9315'30 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF
 DF9315'U.S. HIGHWAY 66.
 DF9315'
 DF9315'TO REACH THE AZIMUTH MARK FROM THE CHRISTAIN CHURCH AT THE NORTH
 DF9315'EDGE OF WILLIAMSVILLE, GO NORTH ON WALNUT STREET FOR 0.1 MILE TO
 DF9315'U.S. HIGHWAY 66 AND THE AZIMUTH MARK ON THE LEFT.
 DF9315'
 DF9315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 DF9315'NORTHWEST OF WILLIAMSVILLE.
 DF9315
 DF9315                          STATION RECOVERY (1976)
 DF9315
 DF9315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF9315'1.2 MI NW FROM WILLIAMSVILLE.
 DF9315'0.3 MILES WEST ALONG AN ASPHALT STREET FROM THE CITY WATER TOWER
 DF9315'IN WILLIAMSVILLE, THENCE 0.4 MILES NORTHEAST ALONG U.S. HIGHWAY
 DF9315'66, THENCE 0.2 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 0.25
 DF9315'MILES WEST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DRIVE
 DF9315'NORTH TO A FARM HOUSE, 29 FEET NORTH OF THE CENTER LINE OF THE
 DF9315'ROAD, 14 FEET EAST OF THE CENTER LINE OF THE FARM DRIVE, 4 FEET
 DF9315'NORTH OF A FENCE, 37 FEET EAST OF POWER POLE NO. 14-4-57, 10.5
 DF9315'FEET NORTHEAST OF THE NORTH END OF A CONCRETE PIPE CULVERT, 5.1
 DF9315'FEET NORTH OF A METAL WITNESS POST, 0.5 FEET BELOW THE LEVEL OF
 DF9315'THE ROAD, ABOUT LEVEL WITH THE DRIVE, AND SET IN THE TOP OF A
 DF9315'CONCRETE POST FLUSH WITH THE GROUND.
 DF9315
 DF9315                          STATION RECOVERY (1976)
 DF9315
 DF9315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DF9315'MARK NOT FOUND.
 DF9315
 DF9315                          STATION RECOVERY (2003)
 DF9315
 DF9315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DB)
 DF9315'THIS REPORT WAS SUBMITTED BY CHRIS PEARSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1076 ***********************************************************************
 KB1076  DESIGNATION -  FANCY RM 2
 KB1076  PID         -  KB1076
 KB1076  STATE/COUNTY-  IL/SANGAMON
 KB1076  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1076
 KB1076                         *CURRENT SURVEY CONTROL
 KB1076  ___________________________________________________________________
 KB1076* NAD 83(1986)-  39 57 42.     (N)    089 33 16.     (W)     SCALED    
 KB1076* NAVD 88     -       182.639  (meters)     599.21   (feet)  ADJUSTED  
 KB1076  ___________________________________________________________________
 KB1076  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KB1076  DYNAMIC HT  -         182.543 (meters)     598.89  (feet)  COMP
 KB1076  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 KB1076
 KB1076  VERT ORDER  -  SECOND    CLASS 0
 KB1076
 KB1076.The horizontal coordinates were scaled from a topographic map and have
 KB1076.an estimated accuracy of +/- 6 seconds.
 KB1076
 KB1076.The orthometric height was determined by differential leveling
 KB1076.and adjusted by the National Geodetic Survey in June 1991..
 KB1076
 KB1076.The geoid height was determined by GEOID03.
 KB1076
 KB1076.The dynamic height is computed by dividing the NAVD 88
 KB1076.geopotential number by the normal gravity value computed on the
 KB1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1076.degrees latitude (g = 980.6199 gals.).
 KB1076
 KB1076.The modeled gravity was interpolated from observed gravity values.
 KB1076
 KB1076;                    North         East    Units  Estimated Accuracy
 KB1076;SPC IL W     -   365,910.      752,310.      MT  (+/- 180 meters Scaled)
 KB1076
 KB1076                          SUPERSEDED SURVEY CONTROL
 KB1076
 KB1076  NGVD 29 (??/??/92)  182.731  (m)          599.51   (f) ADJ UNCH    2 0
 KB1076
 KB1076.Superseded values are not recommended for survey control.
 KB1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1076.See file dsdata.txt to determine how the superseded data were derived.
 KB1076
 KB1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK818266(NAD 83)
 KB1076_MARKER: DR = REFERENCE MARK DISK
 KB1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1076_STAMPING: FANCY NO 2 1960
 KB1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1076+STABILITY: SURFACE MOTION
 KB1076
 KB1076  HISTORY     - Date     Condition        Report By
 KB1076  HISTORY     - 1960     MONUMENTED       CGS
 KB1076  HISTORY     - 1969     GOOD             NGS
 KB1076  HISTORY     - 1976     GOOD             NGS
 KB1076
 KB1076                          STATION DESCRIPTION
 KB1076
 KB1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1076'1.2 MI NW FROM WILLIAMSVILLE.
 KB1076'0.3 MILES WEST ALONG AN ASPHALT STREET FROM THE CITY WATER TOWER
 KB1076'IN WILLIAMSVILLE, THENCE 0.4 MILES NORTHEAST ALONG U.S. HIGHWAY
 KB1076'66, THENCE 0.2 MILES NORTH ALONG AN ASPHALT ROAD, THENCE 0.25
 KB1076'MILES WEST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DRIVE
 KB1076'NORTH TO A FARM HOUSE, 23 FEET SOUTH OF THE CENTER LINE OF THE
 KB1076'ROAD, 1 FOOT NORTH OF A FENCE, 27 FEET WEST OF THE EXTENDED
 KB1076'CENTER LINE OF THE DRIVE NORTH, 69 FEET WEST OF TELEPHONE POLE
 KB1076'NO. 10, 47 FEET SOUTH OF POWER POLE NO. 14-4-57, 66.2 FEET
 KB1076'SOUTHWEST OF TRAVERSE STATION FANCY, 63.0 FEET SOUTHWEST OF A
 KB1076'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 KB1076'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB1076
 KB1076                          STATION RECOVERY (1969)
 KB1076
 KB1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KB1076'RECOVERED IN GOOD CONDITION.
 KB1076
 KB1076                          STATION RECOVERY (1976)
 KB1076
 KB1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0718 ***********************************************************************
 JB0718  CBN         -  This is a Cooperative Base Network Control Station.
 JB0718  DESIGNATION -  FARINA
 JB0718  PID         -  JB0718
 JB0718  STATE/COUNTY-  IL/FAYETTE
 JB0718  USGS QUAD   -  KINMUNDY (1985)
 JB0718
 JB0718                         *CURRENT SURVEY CONTROL
 JB0718  ___________________________________________________________________
 JB0718* NAD 83(1997)-  38 50 23.82588(N)    088 47 52.22491(W)     ADJUSTED  
 JB0718* NAVD 88     -       175.616  (meters)     576.17   (feet)  ADJUSTED  
 JB0718  ___________________________________________________________________
 JB0718  X           -     104,367.674 (meters)                     COMP
 JB0718  Y           -  -4,973,506.834 (meters)                     COMP
 JB0718  Z           -   3,978,583.763 (meters)                     COMP
 JB0718  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 JB0718  ELLIP HEIGHT-         144.08  (meters)          (10/15/04) GPS OBS
 JB0718  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JB0718  DYNAMIC HT  -         175.506 (meters)     575.81  (feet)  COMP
 JB0718  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JB0718
 JB0718  HORZ ORDER  -  B
 JB0718  VERT ORDER  -  SECOND    CLASS 0
 JB0718  ELLP ORDER  -  FOURTH    CLASS II
 JB0718
 JB0718.The horizontal coordinates were established by GPS observations
 JB0718.and adjusted by the National Geodetic Survey in July 1998..
 JB0718
 JB0718.The orthometric height was determined by differential leveling
 JB0718.and adjusted by the National Geodetic Survey in June 1991..
 JB0718
 JB0718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0718
 JB0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0718
 JB0718.The ellipsoidal height was determined by GPS observations
 JB0718.and is referenced to NAD 83.
 JB0718
 JB0718.The geoid height was determined by GEOID03.
 JB0718
 JB0718.The dynamic height is computed by dividing the NAVD 88
 JB0718.geopotential number by the normal gravity value computed on the
 JB0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0718.degrees latitude (g = 980.6199 gals.).
 JB0718
 JB0718.The modeled gravity was interpolated from observed gravity values.
 JB0718
 JB0718;                    North         East     Units Scale Factor Converg.
 JB0718;SPC IL E     -   241,313.408   259,671.855   MT  0.99999502   -0 17 28.7
 JB0718;SPC IL E     -   791,709.07    851,940.08   sFT  0.99999502   -0 17 28.7
 JB0718;UTM  16      - 4,300,551.645   343,966.226   MT  0.99989981   -1 07 39.9
 JB0718
 JB0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0718!SPC IL E     -   0.99997739  x   0.99999502  =   0.99997241
 JB0718!UTM  16      -   0.99997739  x   0.99989981  =   0.99987721
 JB0718
 JB0718:                Primary Azimuth Mark                     Grid Az
 JB0718:SPC IL E     -  FARINA MUNICIPAL TANK                    114 38 14.5
 JB0718:UTM  16      -  FARINA MUNICIPAL TANK                    115 28 25.7
 JB0718
 JB0718|---------------------------------------------------------------------|
 JB0718| PID    Reference Object                     Distance      Geod. Az  |
 JB0718|                                                           dddmmss.s |
 JB0718| JB1797 FARINA MUNICIPAL TANK               APPROX. 2.4 KM 1142045.8 |
 JB0718| JB0717 FARINA RM 1                           9.197 METERS 20222     |
 JB0718| JB0719 FARINA RM 2                          11.769 METERS 34351     |
 JB0718| CI4421 FARINA AZ MK                                       3582023.1 |
 JB0718|---------------------------------------------------------------------|
 JB0718
 JB0718                          SUPERSEDED SURVEY CONTROL
 JB0718
 JB0718  ELLIP H (07/17/98)  144.09   (m)                       GP(       ) 4 1
 JB0718  NAD 83(1986)-  38 50 23.84088(N)    088 47 52.22252(W) AD(       ) 2
 JB0718  NAD 27      -  38 50 23.67270(N)    088 47 52.02570(W) AD(       ) 2
 JB0718  NAVD 88 (07/17/98)  175.62   (m)          576.2    (f) LEVELING    3  
 JB0718  NGVD 29 (??/??/92)  175.72   (m)          576.5    (f) COMPUTED    2 0
 JB0718
 JB0718.Superseded values are not recommended for survey control.
 JB0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0718.See file dsdata.txt to determine how the superseded data were derived.
 JB0718
 JB0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4396600552(NAD 83)
 JB0718_MARKER: DE = TRAVERSE STATION DISK
 JB0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0718_STAMPING: FARINA 1960
 JB0718_MARK LOGO: CGS   
 JB0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0718+STABILITY: SURFACE MOTION
 JB0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0718+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 JB0718
 JB0718  HISTORY     - Date     Condition        Report By
 JB0718  HISTORY     - 1960     MONUMENTED       CGS
 JB0718  HISTORY     - 1960     GOOD             CGS
 JB0718  HISTORY     - 19970225 GOOD             NGS
 JB0718  HISTORY     - 19990927 GOOD             ILDT
 JB0718
 JB0718                          STATION DESCRIPTION
 JB0718
 JB0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0718'STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF FARINA, ABOUT 1.0
 JB0718'MILE NORTH OF THE
 JB0718'FAYETTE-MARION COUNTY LINE AND ON THE NORTHWEST END
 JB0718'OF A TRIANGULAR PLOT OF GROUND
 JB0718'FORMED BY THE CURVE OF STATE ROUTE 185.
 JB0718'
 JB0718'TO REACH FROM THE JUNCTION OF STATE ROUTES 37 AND 185 IN THE NORTH
 JB0718'EDGE OF FARINA, GO
 JB0718'NORTHWEST AND WEST ON STATE ROUTE 185 FOR 1.7
 JB0718'MILES TO STATION ON LEFT AT NORTH END
 JB0718'OF CURVE AS DESCRIBED.
 JB0718'
 JB0718'STATION MARK, A STANDARD TRAVERSE DISK STAMPED FARINA 1960, IS SET IN
 JB0718'TOP OF A 10 INCH
 JB0718'SQUARE CONCRETE POST WHICH IS SET FLUSH.  THE MARK
 JB0718'IS 68 FEET SOUTHWEST OF THE CENTER
 JB0718'OF STATE ROUTE 185, 28.3 FEET
 JB0718'NORTH-NORTHEAST OF THE WITNESS POST, 28 FEET EAST OF
 JB0718'CENTER OF DIRT
 JB0718'ROAD AND 20.6 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED POWER POLE.
 JB0718'
 JB0718'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED
 JB0718'FARINA NO 1 1960,
 JB0718'IS SET IN TOP OF A 10 INCH SQUARE CONCRETE POST
 JB0718'WHICH PROJECTS ABOUT 3 INCHES.  THE
 JB0718'MARK IS 19 FEET EAST OF THE
 JB0718'CENTER OF A DIRT ROAD, 11 FEET SOUTHWEST OF A
 JB0718'TRIANGULAR BLAZED POWER
 JB0718'POLE AND 2.6 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 JB0718'
 JB0718'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED
 JB0718'FARINA NO 2 1960,
 JB0718'IS SET IN TOP OF A 10 INCH SQUARE CONCRETE POST
 JB0718'WHICH PROJECTS ABOUT 5 INCHES.  THE
 JB0718'MARK IS 62.6 FEET NORTH OF THE
 JB0718'WITNESS POST, 62 FEET SOUTHWEST OF THE CENTER OF STATE
 JB0718'ROUTE 185 AND 15
 JB0718'FEET EAST OF THE CENTER OF A DIRT ROAD.
 JB0718'
 JB0718'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED FARINA 1960, IS
 JB0718'SET IN TOP OF A 10
 JB0718'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 JB0718'INCHES.  THE MARK IS 36 FEET WEST OF
 JB0718'THE CENTER OF STATE ROUTE 185,
 JB0718'11 FEET NORTH OF THE CENTER OF FIELD ENTRANCE ROAD, 3.2 FEET
 JB0718'NORTHEAST OF WITNESS POST AND 2 FEET EAST OF POWER POLE.
 JB0718'
 JB0718'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE ROUTE
 JB0718'185 FOR 0.2 MILE
 JB0718'TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 JB0718'
 JB0718'HEIGHT OF LIGHT ABOVE STATION MARK 3.05 METERS.
 JB0718
 JB0718                          STATION RECOVERY (1960)
 JB0718
 JB0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0718'1.6 MI NW FROM FARINA.
 JB0718'ABOUT 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 185 FROM ITS
 JB0718'JUNCTION WITH STATE HIGHWAY 37 IN FARINA, AT THE OUTSIDE OF A
 JB0718'CURVE WITH TANGENTS EXTENDING TO THE NORTH AND EAST, IN THE
 JB0718'TRIANGLE FORMED BY HIGHWAY 185 AND BY NORTH-SOUTH AND EAST-WEST
 JB0718'ROADS, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28
 JB0718'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, 271
 JB0718'FEET NORTH OF THE EAST-WEST GRAVEL ROAD, 21 FEET NORTH OF A
 JB0718'POWER POLE WITH A GUY WIRE, 28.4 FEET NORTH-NORTHEAST OF A METAL
 JB0718'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY
 JB0718'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JB0718
 JB0718                          STATION RECOVERY (1997)
 JB0718
 JB0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JB0718'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTHWEST OF FARINA.  TO
 JB0718'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND STATE ROUTE 185,
 JB0718'GO WEST ON ROUTE 185 FOR 0.7 MI (1.1 KM) TO A CURVE IN THE HIGHWAY TO
 JB0718'THE NORTH, AND THE STATION ON THE LEFT IN A GRASS TRIANGLE FORMED BY
 JB0718'THE HIGHWAY AND NORTH-SOUTH AND EAST-WEST ROADS, 20.7 M (67.9 FT)
 JB0718'SOUTHWEST OF THE CENTER OF THE HIGHWAY, 82.6 M (271.0 FT) NORTH OF THE
 JB0718'CENTER OF THE EAST-WEST ROAD, 9.2 M (30.2 FT) EAST OF THE NORTH-SOUTH
 JB0718'ROAD, 14.1 M (46.3 FT) NORTH-NORTHWEST OF A POWER POLE, AND 0.3 M (1.0
 JB0718'FT) WEST OF A FIBERGLASS WITNESS POST.
 JB0718
 JB0718                          STATION RECOVERY (1999)
 JB0718
 JB0718'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JB0718'RECOVERED AS DESCRIBED
 JB0718'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1797 ***********************************************************************
 JB1797  DESIGNATION -  FARINA MUNICIPAL TANK
 JB1797  PID         -  JB1797
 JB1797  STATE/COUNTY-  IL/FAYETTE
 JB1797  USGS QUAD   -  KINMUNDY (1985)
 JB1797
 JB1797                         *CURRENT SURVEY CONTROL
 JB1797  ___________________________________________________________________
 JB1797* NAD 83(1997)-  38 49 52.18247(N)    088 46 22.84492(W)     ADJUSTED  
 JB1797* NAVD 88     -                                                        
 JB1797  ___________________________________________________________________
 JB1797  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 JB1797  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JB1797
 JB1797  HORZ ORDER  -  THIRD
 JB1797
 JB1797.The horizontal coordinates were established by classical geodetic methods
 JB1797.and adjusted by the National Geodetic Survey in October 1999..
 JB1797
 JB1797
 JB1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1797
 JB1797.The geoid height was determined by GEOID03.
 JB1797
 JB1797;                    North         East     Units Scale Factor Converg.
 JB1797;SPC IL E     -   240,326.979   261,822.698   MT  0.99999294   -0 16 32.5
 JB1797;SPC IL E     -   788,472.76    858,996.64   sFT  0.99999294   -0 16 32.5
 JB1797;UTM  16      - 4,299,534.027   346,102.232   MT  0.99989165   -1 06 43.0
 JB1797
 JB1797                          SUPERSEDED SURVEY CONTROL
 JB1797
 JB1797  NAD 83(1986)-  38 49 52.19728(N)    088 46 22.84127(W) AD(       ) 4
 JB1797  NAD 27      -  38 49 52.02700(N)    088 46 22.64500(W) AD(       ) 3
 JB1797
 JB1797.Superseded values are not recommended for survey control.
 JB1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1797.See file dsdata.txt to determine how the superseded data were derived.
 JB1797
 JB1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4610299534(NAD 83)
 JB1797_MARKER: 53 = ELEVATED TANK
 JB1797
 JB1797  HISTORY     - Date     Condition        Report By
 JB1797  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1797
 JB1797                          STATION DESCRIPTION
 JB1797
 JB1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1797'STATION IS LOCATED IN THE VILLAGE OF FARINA AND IS 0.1 MILE EAST OF
 JB1797'THE POST OFFICE IN FARINA
 JB1797'WHICH IS IN THE BUSINESS SECTION.
 JB1797'
 JB1797'THE TANK IS PAINTED SILVER, HAS FARINA PAINTED ON THE NORTH AND SOUTH
 JB1797'SIDES OF THE TANK, IS
 JB1797'SUPPORTED BY 4 STEEL LEGS AND IS APPROXIMATELY 100 FEET HIGH.
 JB1797'
 JB1797'POINT INTERSECTED WAS TOP AND CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0717 ***********************************************************************
 JB0717  DESIGNATION -  FARINA RM 1
 JB0717  PID         -  JB0717
 JB0717  STATE/COUNTY-  IL/FAYETTE
 JB0717  USGS QUAD   -  KINMUNDY (1985)
 JB0717
 JB0717                         *CURRENT SURVEY CONTROL
 JB0717  ___________________________________________________________________
 JB0717* NAD 83(1986)-  38 50 23.     (N)    088 47 52.     (W)     SCALED    
 JB0717* NAVD 88     -       175.569  (meters)     576.01   (feet)  ADJUSTED  
 JB0717  ___________________________________________________________________
 JB0717  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JB0717  DYNAMIC HT  -         175.459 (meters)     575.65  (feet)  COMP
 JB0717  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JB0717
 JB0717  VERT ORDER  -  SECOND    CLASS 0
 JB0717
 JB0717.The horizontal coordinates were scaled from a topographic map and have
 JB0717.an estimated accuracy of +/- 6 seconds.
 JB0717
 JB0717.The orthometric height was determined by differential leveling
 JB0717.and adjusted by the National Geodetic Survey in June 1991..
 JB0717
 JB0717.The geoid height was determined by GEOID03.
 JB0717
 JB0717.The dynamic height is computed by dividing the NAVD 88
 JB0717.geopotential number by the normal gravity value computed on the
 JB0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0717.degrees latitude (g = 980.6199 gals.).
 JB0717
 JB0717.The modeled gravity was interpolated from observed gravity values.
 JB0717
 JB0717;                    North         East    Units  Estimated Accuracy
 JB0717;SPC IL E     -   241,290.      259,680.      MT  (+/- 180 meters Scaled)
 JB0717
 JB0717                          SUPERSEDED SURVEY CONTROL
 JB0717
 JB0717  NGVD 29 (??/??/92)  175.67   (m)          576.3    (f) COMPUTED    2 0
 JB0717
 JB0717.Superseded values are not recommended for survey control.
 JB0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0717.See file dsdata.txt to determine how the superseded data were derived.
 JB0717
 JB0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ439005(NAD 83)
 JB0717_MARKER: DR = REFERENCE MARK DISK
 JB0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0717_STAMPING: FARINA NO 1 1960
 JB0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0717+STABILITY: SURFACE MOTION
 JB0717
 JB0717  HISTORY     - Date     Condition        Report By
 JB0717  HISTORY     - 1960     MONUMENTED       CGS
 JB0717
 JB0717                          STATION DESCRIPTION
 JB0717
 JB0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0717'1.6 MI NW FROM FARINA.
 JB0717'ABOUT 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 185 FROM ITS
 JB0717'JUNCTION WITH STATE HIGHWAY 37 IN FARINA, AT THE OUTSIDE OF A
 JB0717'CURVE WITH TANGENTS EXTENDING TO THE NORTH AND EAST, IN THE
 JB0717'TRIANGLE FORMED BY HIGHWAY 185, NORTH-SOUTH, AND EAST-WEST
 JB0717'ROADS, 96 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19
 JB0717'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD,
 JB0717'243 1/2 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST GRAVEL
 JB0717'ROAD, 10 1/2 FEET SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 30.2
 JB0717'FEET SOUTH-SOUTHWEST OF TRAVERSE STATION FARINA, 2.6 FEET
 JB0717'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE
 JB0717'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JB0717'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0719 ***********************************************************************
 JB0719  DESIGNATION -  FARINA RM 2
 JB0719  PID         -  JB0719
 JB0719  STATE/COUNTY-  IL/FAYETTE
 JB0719  USGS QUAD   -  KINMUNDY (1985)
 JB0719
 JB0719                         *CURRENT SURVEY CONTROL
 JB0719  ___________________________________________________________________
 JB0719* NAD 83(1986)-  38 50 23.     (N)    088 47 52.     (W)     SCALED    
 JB0719* NAVD 88     -       175.541  (meters)     575.92   (feet)  ADJUSTED  
 JB0719  ___________________________________________________________________
 JB0719  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JB0719  DYNAMIC HT  -         175.430 (meters)     575.56  (feet)  COMP
 JB0719  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JB0719
 JB0719  VERT ORDER  -  SECOND    CLASS 0
 JB0719
 JB0719.The horizontal coordinates were scaled from a topographic map and have
 JB0719.an estimated accuracy of +/- 6 seconds.
 JB0719
 JB0719.The orthometric height was determined by differential leveling
 JB0719.and adjusted by the National Geodetic Survey in June 1991..
 JB0719
 JB0719.The geoid height was determined by GEOID03.
 JB0719
 JB0719.The dynamic height is computed by dividing the NAVD 88
 JB0719.geopotential number by the normal gravity value computed on the
 JB0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0719.degrees latitude (g = 980.6199 gals.).
 JB0719
 JB0719.The modeled gravity was interpolated from observed gravity values.
 JB0719
 JB0719;                    North         East    Units  Estimated Accuracy
 JB0719;SPC IL E     -   241,290.      259,680.      MT  (+/- 180 meters Scaled)
 JB0719
 JB0719                          SUPERSEDED SURVEY CONTROL
 JB0719
 JB0719  NGVD 29 (??/??/92)  175.64   (m)          576.2    (f) COMPUTED    2 0
 JB0719
 JB0719.Superseded values are not recommended for survey control.
 JB0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0719.See file dsdata.txt to determine how the superseded data were derived.
 JB0719
 JB0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ439005(NAD 83)
 JB0719_MARKER: DR = REFERENCE MARK DISK
 JB0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0719_STAMPING: FARINA NO 2 1960
 JB0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0719+STABILITY: SURFACE MOTION
 JB0719
 JB0719  HISTORY     - Date     Condition        Report By
 JB0719  HISTORY     - 1960     MONUMENTED       CGS
 JB0719
 JB0719                          STATION DESCRIPTION
 JB0719
 JB0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0719'1.6 MI NW FROM FARINA.
 JB0719'ABOUT 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 185 FROM ITS
 JB0719'JUNCTION WITH STATE HIGHWAY 37 IN FARINA, AT THE OUTSIDE OF A
 JB0719'CURVE WITH TANGENTS EXTENDING TO THE NORTH AND EAST, IN THE
 JB0719'TRIANGLE FORMED BY HIGHWAY 185, NORTH-SOUTH AND EAST-WEST ROADS,
 JB0719'62 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 JB0719'EAST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT ROAD, 308 FEET
 JB0719'NORTH OF THE CENTER LINE OF THE EAST-WEST GRAVEL ROAD, 57 1/2
 JB0719'FEET NORTH OF A POWER POLE WITH A GUY WIRE, 38.6 FEET
 JB0719'NORTH-NORTHWEST OF TRAVERSE STATION FARINA, 62.6 FEET NORTH OF A
 JB0719'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 JB0719'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JB0719'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1796 ***********************************************************************
 JB1796  DESIGNATION -  FARINE BAPTIST CHURCH
 JB1796  PID         -  JB1796
 JB1796  STATE/COUNTY-  IL/FAYETTE
 JB1796  USGS QUAD   -  KINMUNDY (1985)
 JB1796
 JB1796                         *CURRENT SURVEY CONTROL
 JB1796  ___________________________________________________________________
 JB1796* NAD 83(1997)-  38 50 10.59572(N)    088 46 25.37156(W)     ADJUSTED  
 JB1796* NAVD 88     -                                                        
 JB1796  ___________________________________________________________________
 JB1796  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 JB1796  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JB1796
 JB1796  HORZ ORDER  -  THIRD
 JB1796
 JB1796.The horizontal coordinates were established by classical geodetic methods
 JB1796.and adjusted by the National Geodetic Survey in October 1999..
 JB1796
 JB1796
 JB1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1796
 JB1796.The geoid height was determined by GEOID03.
 JB1796
 JB1796;                    North         East     Units Scale Factor Converg.
 JB1796;SPC IL E     -   240,895.067   261,764.493   MT  0.99999300   -0 16 34.2
 JB1796;SPC IL E     -   790,336.57    858,805.67   sFT  0.99999300   -0 16 34.2
 JB1796;UTM  16      - 4,300,102.846   346,052.330   MT  0.99989184   -1 06 45.0
 JB1796
 JB1796                          SUPERSEDED SURVEY CONTROL
 JB1796
 JB1796  NAD 83(1986)-  38 50 10.60902(N)    088 46 25.36316(W) AD(       ) 4
 JB1796  NAD 27      -  38 50 10.44000(N)    088 46 25.16000(W) AD(       ) 3
 JB1796
 JB1796.Superseded values are not recommended for survey control.
 JB1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1796.See file dsdata.txt to determine how the superseded data were derived.
 JB1796
 JB1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4605200103(NAD 83)
 JB1796_MARKER: 90 = CHURCH SPIRE
 JB1796
 JB1796  HISTORY     - Date     Condition        Report By
 JB1796  HISTORY     - 1883     FIRST OBSERVED   CGS
 JB1796  HISTORY     - 1957     SEE DESCRIPTION  CGS
 JB1796
 JB1796                          STATION DESCRIPTION
 JB1796
 JB1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 JB1796'THE SPIRE HAS BEEN TORN DOWN AND THE SQUARE BASE REMAINS.  IT IS
 JB1796'LOCATED IN THE VILLAGE
 JB1796'OF FARINA AND IS KNOWN AS THE FARINA SEVENTH DAY BAPTIST
 JB1796'CHURCH, EST 1866.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1772 ***********************************************************************
 LC1772  DESIGNATION -  FARMER
 LC1772  PID         -  LC1772
 LC1772  STATE/COUNTY-  IL/DE WITT
 LC1772  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC1772
 LC1772                         *CURRENT SURVEY CONTROL
 LC1772  ___________________________________________________________________
 LC1772* NAD 83(1997)-  40 15 06.14552(N)    088 38 40.67420(W)     ADJUSTED  
 LC1772* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 LC1772  ___________________________________________________________________
 LC1772  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 LC1772  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC1772
 LC1772  HORZ ORDER  -  FIRST
 LC1772
 LC1772.The horizontal coordinates were established by classical geodetic methods
 LC1772.and adjusted by the National Geodetic Survey in October 1999..
 LC1772
 LC1772.The orthometric height was scaled from a topographic map.
 LC1772
 LC1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1772
 LC1772.The geoid height was determined by GEOID03.
 LC1772
 LC1772;                    North         East     Units Scale Factor Converg.
 LC1772;SPC IL E     -   397,994.916   273,515.533   MT  0.99998363   -0 12 04.1
 LC1772;SPC IL E     - 1,305,754.99    897,358.88   sFT  0.99998363   -0 12 04.1
 LC1772;UTM  16      - 4,456,992.157   360,128.337   MT  0.99984083   -1 03 46.2
 LC1772
 LC1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1772!SPC IL E     -   0.99997003  x   0.99998363  =   0.99995366
 LC1772!UTM  16      -   0.99997003  x   0.99984083  =   0.99981086
 LC1772
 LC1772|---------------------------------------------------------------------|
 LC1772| PID    Reference Object                     Distance      Geod. Az  |
 LC1772|                                                           dddmmss.s |
 LC1772| CI7394 FARMER RM 1                          32.309 METERS 12912     |
 LC1772| LC1790 FARMER CITY MUNICIPAL TANK          APPROX. 0.8 KM 1403209.8 |
 LC1772| LC1791 FARMER CITY SAC HEART CATH CH       320.084 METERS 17941     |
 LC1772| LC0402 FARMER RM 2                          36.750 METERS 22134     |
 LC1772| LC0400 FARMER AZ MK                                       3225509.4 |
 LC1772| LC1771 PTS 33 USGS 1934                     14.399 METERS 33526     |
 LC1772| LC0403 FARMER 2                             13.166 METERS 34223     |
 LC1772|---------------------------------------------------------------------|
 LC1772
 LC1772                          SUPERSEDED SURVEY CONTROL
 LC1772
 LC1772  NAD 83(1986)-  40 15 06.15286(N)    088 38 40.67213(W) AD(       ) 1
 LC1772  NAD 27      -  40 15 06.03270(N)    088 38 40.43060(W) AD(       ) 1
 LC1772
 LC1772.Superseded values are not recommended for survey control.
 LC1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1772.See file dsdata.txt to determine how the superseded data were derived.
 LC1772
 LC1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6012856992(NAD 83)
 LC1772_MARKER: DS = TRIANGULATION STATION DISK
 LC1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1772
 LC1772  HISTORY     - Date     Condition        Report By
 LC1772  HISTORY     - 1934     MONUMENTED       CGS
 LC1772  HISTORY     - 1971     GOOD             NGS
 LC1772
 LC1772                          STATION DESCRIPTION
 LC1772
 LC1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1772'STATION IS IN THE NORTHERN SECTION OF FARMER CITY, ABOUT
 LC1772'0.6 MILE NNW OF THE PUBLIC SQUARE, 45 FEET E OF THE E CURBING
 LC1772'OF NORTH PLUM STREET, 37 FEET SW OF THE SW RAIL OF THE MAIN
 LC1772'TRACK OF THE BIG FOUR RR, 45 FEET S OF A TELEGRAPH POLE,
 LC1772'ABOUT 400 FEET SE OF INTERSECTION OF THE BIG FOUR AND ILLINOIS
 LC1772'CENTRAL RAILROADS, AND PROJECTS 4 INCHES.
 LC1772'
 LC1772'TO REACH STATION FROM PUBLIC SQUARE, GO W TWO BLOCKS (0.1 MILE)
 LC1772'TO NORTH PLUM STREET, AND TURN N ON NORTH PLUM STREET FOR
 LC1772'0.5 MILE TO THE BIG FOUR R.R. AND STATION.
 LC1772'
 LC1772'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1772'BRONZE DISKS SET IN CONCRETE.
 LC1772'
 LC1772'REFERENCE MARK NO. 1 IS 106.00 FEET SE OF THE STATION, 8 FEET
 LC1772'S OF A TELEGRAPH POLE, 20 FEET SW OF THE SW RAIL OF MAIN
 LC1772'TRACK, 46 FEET SSE OF SWITCH TARGET, AND PROJECTS 6 INCHES.
 LC1772'REFERENCE MARK NO. 2 IS 120.57 FEET SW OF THE STATION, 13
 LC1772'FEET W OF W CURBING OF NORTH PLUM STREET, 14 FEET N OF N
 LC1772'CURBING OF VAN BUREN STREET, 5 FEET N OF A TRANSMISSION POLE,
 LC1772'AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS 156.41 FEET
 LC1772'W OF REFERENCE MARK NO. 1.
 LC1772'
 LC1772'AZIMUTH MARK IS ABOUT 0.35 MILE NW OF THE STATION, 25 FEET
 LC1772'N OF THE CENTER LINE OF STATE HIGHWAY 39, 26 FEET E OF A
 LC1772'30-INCH MAPLE, 6 FEET S OF THE FENCE LINE, 4 FEET S OF A
 LC1772'TELEPHONE POLE, AND PROJECTS 8 INCHES.
 LC1772'
 LC1772'U.S.G.S. PRIMARY TRAVERSE STATION 33 IS 47.24 FEET NNW OF
 LC1772'THE STATION, 11 FEET W OF A TELEGRAPH POLE, AND 15 FEET SW
 LC1772'OF THE SW RAIL OF SIDING TRACK.
 LC1772'
 LC1772'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 LC1772
 LC1772                          STATION RECOVERY (1971)
 LC1772
 LC1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LC1772'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH
 LC1772'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 LC1772'NOT FOUND AND IS ASSUMED TO HAVE BEEN DESTROYED BY GRADING.
 LC1772'THE STATION MARK WAS FOUND TO BE DIRECTLY UNDER THE RAIL
 LC1772'OF RAILROAD SIDETRACK AND OF NO USE IN ITS POSITION.  A NEW
 LC1772'STATION FARMER 2 1971 WAS SET BY HOLDING THE UNDERGROUND
 LC1772'POINT.  THE UNDERGROUND MARK, REFERENCE MARK 2 AND THE AZIMUTH
 LC1772'MARK WERE LEFT INTACT.  THE DISTANCE AND DIRECTION TO
 LC1772'REFERENCE MARK 2 CHECKED.
 LC1772'
 LC1772'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1772'
 LC1772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FARMER CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1660 ***********************************************************************
 HB1660  DESIGNATION -  FARMER
 HB1660  PID         -  HB1660
 HB1660  STATE/COUNTY-  IL/JACKSON
 HB1660  USGS QUAD   -  DE SOTO (1978)
 HB1660
 HB1660                         *CURRENT SURVEY CONTROL
 HB1660  ___________________________________________________________________
 HB1660* NAD 83(1997)-  37 46 10.75576(N)    089 10 10.26092(W)     ADJUSTED  
 HB1660* NAVD 88     -       150.     (meters)     492.     (feet)  SCALED    
 HB1660  ___________________________________________________________________
 HB1660  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 HB1660  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HB1660
 HB1660  HORZ ORDER  -  FIRST
 HB1660
 HB1660.The horizontal coordinates were established by classical geodetic methods
 HB1660.and adjusted by the National Geodetic Survey in October 1999..
 HB1660
 HB1660.The orthometric height was scaled from a topographic map.
 HB1660
 HB1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1660
 HB1660.The geoid height was determined by GEOID03.
 HB1660
 HB1660;                    North         East     Units Scale Factor Converg.
 HB1660;SPC IL W     -   122,872.551   787,851.305   MT  1.00003620   +0 36 38.8
 HB1660;SPC IL W     -   403,124.36  2,584,808.82   sFT  1.00003620   +0 36 38.8
 HB1660;SPC IL E     -   122,737.722   226,327.990   MT  1.00004182   -0 30 43.8
 HB1660;SPC IL E     -   402,682.01    742,544.41   sFT  1.00004182   -0 30 43.8
 HB1660;UTM  16      - 4,182,474.602   308,916.446   MT  1.00004975   -1 19 45.1
 HB1660
 HB1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1660!SPC IL W     -   0.99998104  x   1.00003620  =   1.00001724
 HB1660!SPC IL E     -   0.99998104  x   1.00004182  =   1.00002286
 HB1660!UTM  16      -   0.99998104  x   1.00004975  =   1.00003079
 HB1660
 HB1660|---------------------------------------------------------------------|
 HB1660| PID    Reference Object                     Distance      Geod. Az  |
 HB1660|                                                           dddmmss.s |
 HB1660| CI4423 FARMER RM 2                          26.670 METERS 09134     |
 HB1660| HB1652 CARTERVILLE MUNICIPAL TANK          APPROX. 9.0 KM 0954634.6 |
 HB1660| HB1687 CARBONDALE SE MUNICIPAL TANK        APPROX. 6.8 KM 2120527.7 |
 HB1660| HB1689 CARBONDALE STC W TANK               APPROX. 7.2 KM 2241048.3 |
 HB1660| HB1688 CARBONDALE STC SPIRE                APPROX. 7.0 KM 2250932.0 |
 HB1660| CI4422 FARMER RM 1                         175.000 METERS 35639     |
 HB1660|---------------------------------------------------------------------|
 HB1660
 HB1660                          SUPERSEDED SURVEY CONTROL
 HB1660
 HB1660  NAD 83(1997)-  37 46 10.76573(N)    089 10 10.26071(W) AD(       ) 1
 HB1660  NAD 83(1986)-  37 46 10.76600(N)    089 10 10.26195(W) AD(       ) 1
 HB1660  NAD 27      -  37 46 10.58400(N)    089 10 09.97100(W) AD(       ) 1
 HB1660
 HB1660.Superseded values are not recommended for survey control.
 HB1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1660.See file dsdata.txt to determine how the superseded data were derived.
 HB1660
 HB1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0891682475(NAD 83)
 HB1660_MARKER: DS = TRIANGULATION STATION DISK
 HB1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1660
 HB1660  HISTORY     - Date     Condition        Report By
 HB1660  HISTORY     - 1930     MONUMENTED       CGS
 HB1660  HISTORY     - 1954     GOOD             CGS
 HB1660  HISTORY     - 1964     GOOD             USGS
 HB1660  HISTORY     - 1965     GOOD             CGS
 HB1660
 HB1660                          STATION DESCRIPTION
 HB1660
 HB1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1660'ABOUT 4 MILES NORTHEAST OF CARBONDALE, 4 MILES SOUTHEAST OF DE SOTO,
 HB1660'7 MILES SOUTHWEST OF HERRIN, IN WEST HALF OF NW 1/4 SEC. 1, T. 9 S.,
 HB1660'R. 1 E., ON LAND OWNED BY MRS. CORA FARMER, 8.8 METERS (29 FEET)
 HB1660'NORTH BY WEST OF NORTHWEST CORNER OF BARN, 8.2 METERS (27 FEET)
 HB1660'EAST OF NORTH-AND-SOUTH FENCE, AND 45 METERS (148 FEET) SOUTHEAST OF
 HB1660'HOUSE.  TO REACH FROM CARBONDALE, GO NORTH 2 MILES ON ROUTE 2,
 HB1660'TURN EAST JUST NORTH OF LARGE WATER TANK FOR 1.2 MILES, CONTINUE
 HB1660'ALONG RAILROAD TRACK 1 MILE TO CROSSING, PROCEED 1/4 MILE TO BRIDGE,
 HB1660'CROSS BRIDGE, AND CLIMB HILL TO MRS. FARMERS HOUSE.  SURFACE AND
 HB1660'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HB1660'REFERENCE MARKS ARE STANDARD REFERENCE DISKS,
 HB1660'IN CONCRETE,  NO. 1 IS IN SOUTH EDGE OF SMALL GROVE OF
 HB1660'TREES, 1 FOOT EAST OF NORTH-AND- SOUTH FENCE, 2.3 METERS (8 FEET)
 HB1660'SOUTH OF 16-INCH OAK TREE, AND ABOUT 175 METERS (574 FEET) FROM
 HB1660'STATION, N 03 DEG 20 MIN 53 SEC W.  NO. 2 IS 1 FOOT
 HB1660'WEST OF NORTH-AND-SOUTH WIRE FENCE, 13 METERS (43 FEET) NORTHEAST OF
 HB1660'NORTHEAST CORNER OF BARN, AND 26.67 METERS (87.5 FEET) FROM STATION,
 HB1660'S 88 DEG 26 MIN E.
 HB1660
 HB1660                          STATION RECOVERY (1954)
 HB1660
 HB1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LBO)
 HB1660'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 HB1660'FOLLOWING IS A NEW DESCRIPTION TO REACH-
 HB1660'
 HB1660'TO REACH FROM CARBONDALE, FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 HB1660'STATE HIGHWAY 13, GO EAST ON STATE HIGHWAY 13 FOR 3.4 MILES TO
 HB1660'CROSSROADS, TURN LEFT AND GO NORTH FOR 1.8 MILES TO A T-ROAD LEFT,
 HB1660'TURN LEFT AND GO WEST AND NORTH FOR 0.6 MILE TO A HOUSE ON RIGHT AND
 HB1660'STATION IN FIELD TO SOUTHEAST OF HOUSE.
 HB1660
 HB1660                          STATION RECOVERY (1964)
 HB1660
 HB1660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HB1660'STATION AND REFERENCE NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 HB1660'NO 2 WAS FOUND VERY LOOSE IN GROUND.
 HB1660'
 HB1660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MI. NE OF
 HB1660'CARBONDALE, 4 MI. SE OF DESOTO, 7 MI. SW OF HERRIN IN W HALF OF
 HB1660'NW-1/4 SEC. 1, T. 9 S., R1W
 HB1660
 HB1660                          STATION RECOVERY (1965)
 HB1660
 HB1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 HB1660'THE STATION AND REFERENCE MARKS RECOVERED AND R.M. NO. 1 WAS FOUND TO
 HB1660'BE SLIGHTLY LOOSE IN GROUND.  OTHER MARKS FOUND IN GOOD CONDITION.
 HB1660'DIRT WAS TAMPED AROUND THE REFERENCE MARK AND IT WAS LEFT IN ITS
 HB1660'ORIGINAL POSITION.
 HB1660'
 HB1660'THE STATION MARK AND R.M. NO. 1 ARE IN A CULTIVATED FIELD BUT AT TIME
 HB1660'OF RECOVERY THE FIELD WAS VERY WET AND IT WOULD HAVE BEEN
 HB1660'IMPOSSIBLE TO GET EQUIPMENT TO THE STATION SITE.
 HB1660'
 HB1660'THE HOUSE IS GONE FROM NEAR THE STATION BUT THE CONCRETE FOUNDATION
 HB1660'REMAINS FOR ONE MEASUREMENT.
 HB1660'
 HB1660'THE DESCRIPTION TO REACH THE STATION IN THE 1954 RECOVERY NOTE IS
 HB1660'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6526 ***********************************************************************
 DF6526  DESIGNATION -  FARMER
 DF6526  PID         -  DF6526
 DF6526  STATE/COUNTY-  IL/MONTGOMERY
 DF6526  USGS QUAD   -  FARMERSVILLE (1979)
 DF6526
 DF6526                         *CURRENT SURVEY CONTROL
 DF6526  ___________________________________________________________________
 DF6526* NAD 83(1997)-  39 26 40.14773(N)    089 38 41.20609(W)     ADJUSTED  
 DF6526* NAVD 88     -       202.7    (meters)     665.     (feet)  GPS OBS   
 DF6526  ___________________________________________________________________
 DF6526  X           -      30,578.646 (meters)                     COMP
 DF6526  Y           -  -4,932,161.247 (meters)                     COMP
 DF6526  Z           -   4,030,654.331 (meters)                     COMP
 DF6526  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DF6526  ELLIP HEIGHT-         170.93  (meters)          (12/06/04) GPS OBS
 DF6526  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 DF6526
 DF6526  HORZ ORDER  -  FIRST
 DF6526  ELLP ORDER  -  FOURTH    CLASS I
 DF6526
 DF6526.The horizontal coordinates were established by GPS observations
 DF6526.and adjusted by the WOOLPERT CONSULTANTS in July 2003..
 DF6526
 DF6526.The orthometric height was determined by GPS observations and a
 DF6526.high-resolution geoid model.
 DF6526
 DF6526.Photographs are available for this station.
 DF6526
 DF6526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6526
 DF6526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6526
 DF6526.The ellipsoidal height was determined by GPS observations
 DF6526.and is referenced to NAD 83.
 DF6526
 DF6526.The geoid height was determined by GEOID03.
 DF6526
 DF6526;                    North         East     Units Scale Factor Converg.
 DF6526;SPC IL W     -   308,443.022   744,922.470   MT  0.99996601   +0 19 53.7
 DF6526;SPC IL W     - 1,011,950.15  2,443,966.47   sFT  0.99996601   +0 19 53.7
 DF6526;UTM  16      - 4,369,442.098   272,407.933   MT  1.00023780   -1 40 51.7
 DF6526
 DF6526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6526!SPC IL W     -   0.99997318  x   0.99996601  =   0.99993919
 DF6526!UTM  16      -   0.99997318  x   1.00023780  =   1.00021098
 DF6526
 DF6526                          SUPERSEDED SURVEY CONTROL
 DF6526
 DF6526  ELLIP H (07/22/03)  170.97   (m)                       GP(       ) 4 1
 DF6526
 DF6526.Superseded values are not recommended for survey control.
 DF6526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6526.See file dsdata.txt to determine how the superseded data were derived.
 DF6526
 DF6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7240869442(NAD 83)
 DF6526_MARKER: DD = SURVEY DISK
 DF6526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6526_STAMPING: FARMER 2003
 DF6526_MARK LOGO: ILDT  
 DF6526_PROJECTION: FLUSH
 DF6526_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DF6526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6526+STABILITY: SURFACE MOTION
 DF6526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6526+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 DF6526
 DF6526  HISTORY     - Date     Condition        Report By
 DF6526  HISTORY     - 20030424 MONUMENTED       WOOLPT
 DF6526
 DF6526                          STATION DESCRIPTION
 DF6526
 DF6526'DESCRIBED BY WOOLPERT CONSULTANTS 2003 (BJM)
 DF6526'THE STATION IS LOCATED APPROXIMATELY 24.9 MI SOUTH OF THE CITY OF
 DF6526'SPRINGFIELD, 20.25 MI
 DF6526'SOUTHWEST OF THE CITY OF TAYLORVILLE, AND IN THE COMMUNITY OF
 DF6526'FARMERSVILLE. AT THE
 DF6526'INTERSTATE HIGHWAY 55 WITH COUNTY HIGHWAY 17 (MINE AVENUE)
 DF6526'INTERCHANGE.
 DF6526'OWNERSHIP--STATE OF ILLINOIS.
 DF6526' 
 DF6526'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 55 WITH HIGHWAY 17
 DF6526'BRIDGE IN
 DF6526'FARMERSVILLE, GO WEST 0.05 MI ON HIGHWAY 17 TO THE STATION ON THE
 DF6526'LEFT. THE STATION IS AN
 DF6526'ALUMINUM ILLINOIS DEPARTMENT OF TRANSPORTATION SURVEY DISK STAMPED
 DF6526'--FARMER 2003-- SET
 DF6526'INTO THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 DF6526'THE GROUND AND
 DF6526'APPROXIMATELY 1 FOOT BELOW HIGHWAY 17.
 DF6526' 
 DF6526'THE STATION IS 21.2 FEET SOUTH OF THE SOUTH EDGE OF PAVEMENT OF
 DF6526'HIGHWAY 17, 29.0 FEET
 DF6526'SOUTH OF THE CENTERLINE OF HIGHWAY 17, 101.3 FEET EAST OF THE WEST END
 DF6526'OF GUARDRAIL ON
 DF6526'THE SOUTH SIDE OF HIGHWAY 17, 69.8 FEET WEST OF THE END OF
 DF6526'GUARDRAIL/SOUTHWEST CORNER
 DF6526'OF HIGHWAY 17 BRIDGE.
 DF6526'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0403 ***********************************************************************
 LC0403  DESIGNATION -  FARMER 2
 LC0403  PID         -  LC0403
 LC0403  STATE/COUNTY-  IL/DE WITT
 LC0403  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0403
 LC0403                         *CURRENT SURVEY CONTROL
 LC0403  ___________________________________________________________________
 LC0403* NAD 83(1997)-  40 15 06.55237(N)    088 38 40.84274(W)     ADJUSTED  
 LC0403* NAVD 88     -       222.967  (meters)     731.52   (feet)  ADJUSTED  
 LC0403  ___________________________________________________________________
 LC0403  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 LC0403  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC0403  DYNAMIC HT  -         222.859 (meters)     731.16  (feet)  COMP
 LC0403  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LC0403
 LC0403  HORZ ORDER  -  SECOND
 LC0403  VERT ORDER  -  FIRST     CLASS II
 LC0403
 LC0403.The horizontal coordinates were established by classical geodetic methods
 LC0403.and adjusted by the National Geodetic Survey in October 1999..
 LC0403.No horizontal observational check was made to the station.
 LC0403
 LC0403.The orthometric height was determined by differential leveling
 LC0403.and adjusted by the National Geodetic Survey in June 1991..
 LC0403
 LC0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0403
 LC0403.The geoid height was determined by GEOID03.
 LC0403
 LC0403.The dynamic height is computed by dividing the NAVD 88
 LC0403.geopotential number by the normal gravity value computed on the
 LC0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0403.degrees latitude (g = 980.6199 gals.).
 LC0403
 LC0403.The modeled gravity was interpolated from observed gravity values.
 LC0403
 LC0403;                    North         East     Units Scale Factor Converg.
 LC0403;SPC IL E     -   398,007.479   273,511.594   MT  0.99998363   -0 12 04.2
 LC0403;SPC IL E     - 1,305,796.20    897,345.95   sFT  0.99998363   -0 12 04.2
 LC0403;UTM  16      - 4,457,004.776   360,124.588   MT  0.99984085   -1 03 46.4
 LC0403
 LC0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0403!SPC IL E     -   0.99997003  x   0.99998363  =   0.99995366
 LC0403!UTM  16      -   0.99997003  x   0.99984085  =   0.99981088
 LC0403
 LC0403|---------------------------------------------------------------------|
 LC0403| PID    Reference Object                     Distance      Geod. Az  |
 LC0403|                                                           dddmmss.s |
 LC0403| LC1772 FARMER                               13.166 METERS 16223     |
 LC0403| LC0402 FARMER RM 2                          44.973 METERS 20659     |
 LC0403| LC0400 FARMER AZ MK                                       3222805.9 |
 LC0403| LC0404 FARMER 2 RM 3                        16.459 METERS 35109     |
 LC0403|---------------------------------------------------------------------|
 LC0403
 LC0403                          SUPERSEDED SURVEY CONTROL
 LC0403
 LC0403  NAD 83(1986)-  40 15 06.55971(N)    088 38 40.84067(W) AD(       ) 2
 LC0403  NAD 27      -  40 15 06.43953(N)    088 38 40.59912(W) AD(       ) 2
 LC0403  NGVD 29 (07/19/86)  223.01   (m)          731.7    (f) LEVELING    3  
 LC0403
 LC0403.Superseded values are not recommended for survey control.
 LC0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0403.See file dsdata.txt to determine how the superseded data were derived.
 LC0403
 LC0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6012557005(NAD 83)
 LC0403_MARKER: DS = TRIANGULATION STATION DISK
 LC0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0403_SP_SET: CONCRETE POST
 LC0403_STAMPING: FARMER 2 1971
 LC0403_MARK LOGO: NGS   
 LC0403_PROJECTION: PROJECTING 12 CENTIMETERS
 LC0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0403+STABILITY: SURFACE MOTION
 LC0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0403+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 LC0403
 LC0403  HISTORY     - Date     Condition        Report By
 LC0403  HISTORY     - 1971     MONUMENTED       NGS
 LC0403  HISTORY     - 1971     GOOD             NGS
 LC0403  HISTORY     - 1975     GOOD             LOCSUR
 LC0403  HISTORY     - 1976     GOOD             NGS
 LC0403  HISTORY     - 1976     GOOD             NGS
 LC0403  HISTORY     - 1986     GOOD             NGS
 LC0403  HISTORY     - 19910318 GOOD             LOCSUR
 LC0403  HISTORY     - 20040927 GOOD             ILDT
 LC0403
 LC0403                          STATION DESCRIPTION
 LC0403
 LC0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LC0403'THE STATION IS LOCATED AT THE NORTH EDGE OF FARMER CITY, ABOUT
 LC0403'150 FEET NORTHEAST OF THE INTERSECTION OF PLUM AND VAN BUREN
 LC0403'STREETS, 43 FEET EAST OF THE CENTERLINE OF N PLUM STREET, 5
 LC0403'FEET SOUTHWEST OF A TELEPHONE POLE, 55 FEET SOUTHEAST OF
 LC0403'RAILROAD LIGHT SIGNAL, 12 FEET SOUTH OF SOUTH RAIL OF SIDE
 LC0403'TRACK, 20 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 7 FEET
 LC0403'NORTHEAST OF THE END OF RAILROAD SIDING, 6 FEET NORTH OF NORTH
 LC0403'RAIL OF SIDE TRACK AND 1 FOOT NORTHEAST OF A METAL
 LC0403'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 LC0403'STAMPED FARMER 2 1971.
 LC0403'
 LC0403'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 LC0403'PLUM ST. FOR ABOUT 200 FEET TO THE INTERSECTION OF U.S. HIGHWAY
 LC0403'150.  TURN LEFT AND GO NORTHWEST ON THE HIGHWAY FOR 0.35 MILE
 LC0403'TO THE AZIMUTH MARK ON THE RIGHT.
 LC0403'
 LC0403'REFERENCE MARK 2 IS 14 FEET NORTH OF THE NORTH CURB OF W
 LC0403'VAN BUREN ST., 13 FEET WEST OF THE WEST CURB OF N PLUM ST.,
 LC0403'6 FEET NORTHWEST OF A STREET SIGN POST AND 12 FEET SOUTH OF A
 LC0403'FIRE HYDRANT.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 LC0403'IS STAMPED FARMER NO 2 1934.
 LC0403'
 LC0403'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FARMER 2 NO 3
 LC0403'1971 SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 LC0403'BASE OF THE RAILROAD SIGNAL LIGHT, 4 FEET NORTH OF TJE NORTH
 LC0403'RAIL OF THE MAIN TRACK AND 34 FEET EAST OF THE CENTERLINE
 LC0403'OF N PLUM ST.
 LC0403'
 LC0403'THE AZIMUTH MARK IS 26 FEET NORTHEAST OF THE CENTERLINE OF THE
 LC0403'HIGHWAY, 101 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 LC0403'NORTHEAST RAIL OF RAILROAD TRACKS, 300 FEET NORTHWEST OF CENTER
 LC0403'OF THE JUNCTION OF HIGHWAY AND DRIVEWAY NORTH TO A 2 STORY
 LC0403'BRICK HOUSE, 4 FEET SOUTHWEST OF A FENCE AND 1 FOOT SOUTHEAST
 LC0403'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 LC0403'AND THE DISK IS STAMPED FARMER AZIMUTH 1934.
 LC0403'
 LC0403'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC0403'
 LC0403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FARMER CITY
 LC0403
 LC0403                          STATION RECOVERY (1971)
 LC0403
 LC0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LC0403'AT FARMER CITY.
 LC0403'LOCATED AT THE NORTH EDGE OF FARMER CITY, ABOUT 150 FEET NORTHEAST
 LC0403'OF THE INTERSECTION OF N PLUM AND W VAN BUREN STREETS, 43 FEET
 LC0403'EAST OF THE CENTERLINE OF N PLUM ST., 5 FEET SOUTHWEST OF A
 LC0403'TELEPHONE POLE, 55 FEET SOUTHEAST OF A RAILROAD SIGNAL LIGHT,
 LC0403'12 FEET SOUTH OF THE SOUTH RAIL OF SIDE TRACK, 20 FEET SOUTH OF
 LC0403'THE SOUTHRAIL OF MAIN TRACK, 7 FEET NORTHEAST OF THE END OF
 LC0403'RAILROAD SIDING, 6 FEET NORTH OF THE NORTH RAIL OF SIDETRACK,
 LC0403'1 FOOT NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A
 LC0403'ROUND CONCRETE POST FLUSH WITH THE GROUND.
 LC0403
 LC0403                          STATION RECOVERY (1975)
 LC0403
 LC0403'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (JDW)
 LC0403'RECOVERED BY BARNS CLANCY AND ASSOC
 LC0403'
 LC0403'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 LC0403
 LC0403                          STATION RECOVERY (1976)
 LC0403
 LC0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC0403'THE STATION WAS RECOVERED AS DESCRIBED IN 1971 EXCEPT A NEW RAILROAD
 LC0403'SIGNAL WAS INSTALLED.  THE BASE TO THE OLD SIGNAL IS STILL THERE.
 LC0403'
 LC0403'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 LC0403'
 LC0403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FARMER CITY.
 LC0403
 LC0403                          STATION RECOVERY (1976)
 LC0403
 LC0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0403'RECOVERED IN GOOD CONDITION.
 LC0403
 LC0403                          STATION RECOVERY (1986)
 LC0403
 LC0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0403'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN FARMER
 LC0403'CITY, AT THE INTERSECTION OF NORTH PLUM AND WEST VAN BUREN STREETS,
 LC0403'104.0 M (341.2 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 150, 51.2 M
 LC0403'(168.0 FT) NORTH OF THE CENTER OF VAN BUREN STREET, 13.2 M (43.3 FT)
 LC0403'EAST OF THE CENTER OF PLUM STREET, AND 7.8 M (25.6 FT) SOUTH-SOUTHEAST
 LC0403'OF THE NEAR RAIL OF THE MAIN TRACK OF THE CONRAIL RAILROAD.
 LC0403'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 LC0403'THE MARK IS ABOVE LEVEL WITH PLUM STREET.
 LC0403
 LC0403                          STATION RECOVERY (1991)
 LC0403
 LC0403'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 (SS)
 LC0403'RECOVERED IN GOOD CONDITION.
 LC0403
 LC0403                          STATION RECOVERY (2004)
 LC0403
 LC0403'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0404 ***********************************************************************
 LC0404  DESIGNATION -  FARMER 2 RM 3
 LC0404  PID         -  LC0404
 LC0404  STATE/COUNTY-  IL/DE WITT
 LC0404  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0404
 LC0404                         *CURRENT SURVEY CONTROL
 LC0404  ___________________________________________________________________
 LC0404* NAD 83(1986)-  40 15 06.     (N)    088 38 41.     (W)     SCALED    
 LC0404* NAVD 88     -       222.96   (meters)     731.5    (feet)  RESET     
 LC0404  ___________________________________________________________________
 LC0404  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC0404
 LC0404  VERT ORDER  -  THIRD
 LC0404
 LC0404.The horizontal coordinates were scaled from a topographic map and have
 LC0404.an estimated accuracy of +/- 6 seconds.
 LC0404
 LC0404.The orthometric height was computed from unverified reset data.
 LC0404
 LC0404.The geoid height was determined by GEOID03.
 LC0404
 LC0404;                    North         East    Units  Estimated Accuracy
 LC0404;SPC IL E     -   397,990.      273,510.      MT  (+/- 180 meters Scaled)
 LC0404
 LC0404                          SUPERSEDED SURVEY CONTROL
 LC0404
 LC0404.No superseded survey control is available for this station.
 LC0404
 LC0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK601569(NAD 83)
 LC0404_MARKER: DR = REFERENCE MARK DISK
 LC0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0404_SP_SET: SIGNAL LIGHT CONCRETE BASE
 LC0404_STAMPING: FARMER 2 NO 3 1971
 LC0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0404
 LC0404  HISTORY     - Date     Condition        Report By
 LC0404  HISTORY     - 1971     MONUMENTED       NGS
 LC0404  HISTORY     - 1976     GOOD             NGS
 LC0404
 LC0404                          STATION DESCRIPTION
 LC0404
 LC0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LC0404'AT FARMER CITY.
 LC0404'LOCATED ABOUT 200 FEET NORTHEAST OF THE INTERSECTION OF N PLUM
 LC0404'AND VAN BUREN STREETS AT THE NORTH EDGE OF FARMER CITY, A STANDARD
 LC0404'DISK SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 LC0404'BASE OF A RAILROAD SIGNAL LIGHT, 4 FEET NORTH OF THE NORTH RAIL
 LC0404'OF MAIN TRACK OF RAILROAD AND 34 FEET EAST OF THE CENTERLINE OF
 LC0404'N PLUM STREET.
 LC0404
 LC0404                          STATION RECOVERY (1976)
 LC0404
 LC0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0400 ***********************************************************************
 LC0400  DESIGNATION -  FARMER AZ MK
 LC0400  PID         -  LC0400
 LC0400  STATE/COUNTY-  IL/DE WITT
 LC0400  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0400
 LC0400                         *CURRENT SURVEY CONTROL
 LC0400  ___________________________________________________________________
 LC0400* NAD 83(1986)-  40 15 20.     (N)    088 38 55.     (W)     SCALED    
 LC0400* NAVD 88     -       224.803  (meters)     737.54   (feet)  ADJUSTED  
 LC0400  ___________________________________________________________________
 LC0400  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC0400  DYNAMIC HT  -         224.695 (meters)     737.19  (feet)  COMP
 LC0400  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 LC0400
 LC0400  VERT ORDER  -  FIRST     CLASS II
 LC0400
 LC0400.The horizontal coordinates were scaled from a topographic map and have
 LC0400.an estimated accuracy of +/- 6 seconds.
 LC0400
 LC0400.The orthometric height was determined by differential leveling
 LC0400.and adjusted by the National Geodetic Survey in June 1991..
 LC0400
 LC0400.The geoid height was determined by GEOID03.
 LC0400
 LC0400.The dynamic height is computed by dividing the NAVD 88
 LC0400.geopotential number by the normal gravity value computed on the
 LC0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0400.degrees latitude (g = 980.6199 gals.).
 LC0400
 LC0400.The modeled gravity was interpolated from observed gravity values.
 LC0400
 LC0400;                    North         East    Units  Estimated Accuracy
 LC0400;SPC IL E     -   398,420.      273,180.      MT  (+/- 180 meters Scaled)
 LC0400
 LC0400                          SUPERSEDED SURVEY CONTROL
 LC0400
 LC0400  NGVD 29 (??/??/92)  224.853  (m)          737.71   (f) ADJ UNCH    1 2
 LC0400
 LC0400.Superseded values are not recommended for survey control.
 LC0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0400.See file dsdata.txt to determine how the superseded data were derived.
 LC0400
 LC0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK597574(NAD 83)
 LC0400_MARKER: DR = REFERENCE MARK DISK
 LC0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0400_STAMPING: FARMERS AZIMUTH 1934
 LC0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0400+STABILITY: SURFACE MOTION
 LC0400
 LC0400  HISTORY     - Date     Condition        Report By
 LC0400  HISTORY     - 1934     MONUMENTED       CGS
 LC0400  HISTORY     - 1959     GOOD             NGS
 LC0400  HISTORY     - 1976     GOOD             NGS
 LC0400  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0400  HISTORY     - 20040927 MARK NOT FOUND   ILDT
 LC0400
 LC0400                          STATION DESCRIPTION
 LC0400
 LC0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0400'AT FARMERS CITY.
 LC0400'AT FARMER CITY, ABOUT 0.25 MILES NORTHWEST ALONG THE NEW YORK CENTRAL
 LC0400'RAILROAD FROM THE STATION, 101 FEET NORTHEAST AND ACROSS U.S.
 LC0400'HIGHWAY 150 FROM THE NORTHEAST RAIL, 26 FEET NORTHEAST OF THE
 LC0400'CENTER LINE OF THE HIGHWAY, 300 FEET NORTHWEST OF CENTER OF JUNCTION
 LC0400'OF HIGHWAY AND A DRIVE NORTH TO A TWO-STORY BRICK HOUSE (PAINTED
 LC0400'WHITE), 4 FEET SOUTHWEST OF A FENCE, 4 FEET SOUTH OF A TELEPHONE
 LC0400'POLE, ON TOP OF CUT BANK WITH PART OF THE SOUTHWEST SIDE OF THE
 LC0400'POST EXPOSED, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 LC0400'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LC0400
 LC0400                          STATION RECOVERY (1976)
 LC0400
 LC0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0400'RECOVERED IN GOOD CONDITION.
 LC0400
 LC0400                          STATION RECOVERY (1986)
 LC0400
 LC0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0400'MARK NOT FOUND.
 LC0400
 LC0400                          STATION RECOVERY (2004)
 LC0400
 LC0400'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1792 ***********************************************************************
 LC1792  DESIGNATION -  FARMER CITY MUN WORKS STK
 LC1792  PID         -  LC1792
 LC1792  STATE/COUNTY-  IL/DE WITT
 LC1792  USGS QUAD   -  FARMER CITY SOUTH (1979)
 LC1792
 LC1792                         *CURRENT SURVEY CONTROL
 LC1792  ___________________________________________________________________
 LC1792* NAD 83(1997)-  40 14 45.64517(N)    088 38 17.81000(W)     ADJUSTED  
 LC1792* NAVD 88     -                                                        
 LC1792  ___________________________________________________________________
 LC1792  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LC1792  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LC1792
 LC1792  HORZ ORDER  -  THIRD
 LC1792
 LC1792.The horizontal coordinates were established by classical geodetic methods
 LC1792.and adjusted by the National Geodetic Survey in October 1999..
 LC1792
 LC1792
 LC1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1792
 LC1792.The geoid height was determined by GEOID03.
 LC1792
 LC1792;                    North         East     Units Scale Factor Converg.
 LC1792;SPC IL E     -   397,360.734   274,053.701   MT  0.99998328   -0 11 49.3
 LC1792;SPC IL E     - 1,303,674.34    899,124.52   sFT  0.99998328   -0 11 49.3
 LC1792;UTM  16      - 4,456,350.046   360,656.831   MT  0.99983902   -1 03 31.0
 LC1792
 LC1792                          SUPERSEDED SURVEY CONTROL
 LC1792
 LC1792  NAD 83(1986)-  40 14 45.65235(N)    088 38 17.80782(W) AD(       ) 4
 LC1792  NAD 27      -  40 14 45.53800(N)    088 38 17.57600(W) AD(       ) 3
 LC1792
 LC1792.Superseded values are not recommended for survey control.
 LC1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1792.See file dsdata.txt to determine how the superseded data were derived.
 LC1792
 LC1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6065756350(NAD 83)
 LC1792_MARKER: 63 = STACK
 LC1792
 LC1792  HISTORY     - Date     Condition        Report By
 LC1792  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1792
 LC1792                          STATION DESCRIPTION
 LC1792
 LC1792'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1790 ***********************************************************************
 LC1790  DESIGNATION -  FARMER CITY MUNICIPAL TANK
 LC1790  PID         -  LC1790
 LC1790  STATE/COUNTY-  IL/DE WITT
 LC1790  USGS QUAD   -  FARMER CITY SOUTH (1979)
 LC1790
 LC1790                         *CURRENT SURVEY CONTROL
 LC1790  ___________________________________________________________________
 LC1790* NAD 83(1997)-  40 14 45.65559(N)    088 38 18.66057(W)     ADJUSTED  
 LC1790* NAVD 88     -                                                        
 LC1790  ___________________________________________________________________
 LC1790  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LC1790  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LC1790
 LC1790  HORZ ORDER  -  THIRD
 LC1790
 LC1790.The horizontal coordinates were established by classical geodetic methods
 LC1790.and adjusted by the National Geodetic Survey in October 1999..
 LC1790
 LC1790
 LC1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1790
 LC1790.The geoid height was determined by GEOID03.
 LC1790
 LC1790;                    North         East     Units Scale Factor Converg.
 LC1790;SPC IL E     -   397,361.125   274,033.599   MT  0.99998330   -0 11 49.8
 LC1790;SPC IL E     - 1,303,675.62    899,058.57   sFT  0.99998330   -0 11 49.8
 LC1790;UTM  16      - 4,456,350.739   360,636.740   MT  0.99983909   -1 03 31.6
 LC1790
 LC1790                          SUPERSEDED SURVEY CONTROL
 LC1790
 LC1790  NAD 83(1986)-  40 14 45.66251(N)    088 38 18.65838(W) AD(       ) 4
 LC1790  NAD 27      -  40 14 45.54600(N)    088 38 18.42100(W) AD(       ) 3
 LC1790
 LC1790.Superseded values are not recommended for survey control.
 LC1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1790.See file dsdata.txt to determine how the superseded data were derived.
 LC1790
 LC1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6063756351(NAD 83)
 LC1790_MARKER: 53 = ELEVATED TANK
 LC1790
 LC1790  HISTORY     - Date     Condition        Report By
 LC1790  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1790
 LC1790                          STATION DESCRIPTION
 LC1790
 LC1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1790'STATION IS LOCATED IN THE CENTRAL PART OF FARMER CITY.
 LC1790'
 LC1790'STATION IS THE BALL ATOP A SILVER WATER TANK SUPPORTED BY 4
 LC1790'LEGS, APPROXIMATELY 125 FEET HIGH AND HAS LEGEND FARMER CITY
 LC1790'IN LARGE BLACK LETTERS ON THE SOUTHEAST AND NORTHEAST SIDES
 LC1790'OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1791 ***********************************************************************
 LC1791  DESIGNATION -  FARMER CITY SAC HEART CATH CH
 LC1791  PID         -  LC1791
 LC1791  STATE/COUNTY-  IL/DE WITT
 LC1791  USGS QUAD   -  FARMER CITY SOUTH (1979)
 LC1791
 LC1791                         *CURRENT SURVEY CONTROL
 LC1791  ___________________________________________________________________
 LC1791* NAD 83(1997)-  40 14 55.76826(N)    088 38 40.60070(W)     ADJUSTED  
 LC1791* NAVD 88     -                                                        
 LC1791  ___________________________________________________________________
 LC1791  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LC1791  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC1791
 LC1791  HORZ ORDER  -  THIRD
 LC1791
 LC1791.The horizontal coordinates were established by classical geodetic methods
 LC1791.and adjusted by the National Geodetic Survey in October 1999..
 LC1791
 LC1791
 LC1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1791
 LC1791.The geoid height was determined by GEOID03.
 LC1791
 LC1791;                    North         East     Units Scale Factor Converg.
 LC1791;SPC IL E     -   397,674.838   273,516.147   MT  0.99998363   -0 12 04.0
 LC1791;SPC IL E     - 1,304,704.86    897,360.89   sFT  0.99998363   -0 12 04.0
 LC1791;UTM  16      - 4,456,672.152   360,124.138   MT  0.99984085   -1 03 46.0
 LC1791
 LC1791                          SUPERSEDED SURVEY CONTROL
 LC1791
 LC1791  NAD 83(1986)-  40 14 55.77499(N)    088 38 40.59860(W) AD(       ) 4
 LC1791  NAD 27      -  40 14 55.65700(N)    088 38 40.36100(W) AD(       ) 3
 LC1791
 LC1791.Superseded values are not recommended for survey control.
 LC1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1791.See file dsdata.txt to determine how the superseded data were derived.
 LC1791
 LC1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6012456672(NAD 83)
 LC1791_MARKER: 90 = CHURCH SPIRE
 LC1791
 LC1791  HISTORY     - Date     Condition        Report By
 LC1791  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1791
 LC1791                          STATION DESCRIPTION
 LC1791
 LC1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1791'STATION IS LOCATED IN THE NORTHWEST EDGE OF FARMER CITY.
 LC1791'
 LC1791'STATION IS THE CROSS ATOP A WHITE AND GREY CHURCH SPIRE AND IS
 LC1791'APPROXIMATELY 60 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0402 ***********************************************************************
 LC0402  DESIGNATION -  FARMER RM 2
 LC0402  PID         -  LC0402
 LC0402  STATE/COUNTY-  IL/DE WITT
 LC0402  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0402
 LC0402                         *CURRENT SURVEY CONTROL
 LC0402  ___________________________________________________________________
 LC0402* NAD 83(1986)-  40 15 06.     (N)    088 38 40.     (W)     SCALED    
 LC0402* NAVD 88     -       222.619  (meters)     730.38   (feet)  ADJUSTED  
 LC0402  ___________________________________________________________________
 LC0402  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC0402  DYNAMIC HT  -         222.512 (meters)     730.02  (feet)  COMP
 LC0402  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LC0402
 LC0402  VERT ORDER  -  FIRST     CLASS II
 LC0402
 LC0402.The horizontal coordinates were scaled from a topographic map and have
 LC0402.an estimated accuracy of +/- 6 seconds.
 LC0402
 LC0402.The orthometric height was determined by differential leveling
 LC0402.and adjusted by the National Geodetic Survey in June 1991..
 LC0402
 LC0402.The geoid height was determined by GEOID03.
 LC0402
 LC0402.The dynamic height is computed by dividing the NAVD 88
 LC0402.geopotential number by the normal gravity value computed on the
 LC0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0402.degrees latitude (g = 980.6199 gals.).
 LC0402
 LC0402.The modeled gravity was interpolated from observed gravity values.
 LC0402
 LC0402;                    North         East    Units  Estimated Accuracy
 LC0402;SPC IL E     -   397,990.      273,530.      MT  (+/- 180 meters Scaled)
 LC0402
 LC0402                          SUPERSEDED SURVEY CONTROL
 LC0402
 LC0402  NGVD 29 (??/??/92)  222.669  (m)          730.54   (f) ADJ UNCH    1 2
 LC0402
 LC0402.Superseded values are not recommended for survey control.
 LC0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0402.See file dsdata.txt to determine how the superseded data were derived.
 LC0402
 LC0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK601569(NAD 83)
 LC0402_MARKER: DR = REFERENCE MARK DISK
 LC0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0402_STAMPING: FARMER NO 2 1934
 LC0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0402+STABILITY: SURFACE MOTION
 LC0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0402+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 LC0402
 LC0402  HISTORY     - Date     Condition        Report By
 LC0402  HISTORY     - 1934     MONUMENTED       CGS
 LC0402  HISTORY     - 1954     GOOD             NGS
 LC0402  HISTORY     - 1976     GOOD             NGS
 LC0402  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0402  HISTORY     - 20040927 GOOD             ILDT
 LC0402
 LC0402                          STATION DESCRIPTION
 LC0402
 LC0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0402'AT FARMER CITY.
 LC0402'AT FARMER CITY, LOCATED IN THE NORTHWEST PART OF TOWN, ABOUT 0.1
 LC0402'MILE SOUTH-SOUTHWEST OF THE NEW YORK CENTRAL RAILROAD STATION,
 LC0402'13 3/4 FEET NORTH OF NORTH CURB LINE OF WEST VAN BUREN STREET,
 LC0402'13 FEET WEST OF WEST CURB LINE OF NORTH PLUM STREET, 12 FEET
 LC0402'SOUTH OF A FIRE HYDRANT, 5 1/2 FEET WEST-NORTHWEST OF A STREET
 LC0402'MARKER SIGN POST, ABOUT 2 FEET ABOVE LEVEL OF NORTH PLUM STREET,
 LC0402'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LC0402
 LC0402                          STATION RECOVERY (1976)
 LC0402
 LC0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0402'RECOVERED IN GOOD CONDITION.
 LC0402
 LC0402                          STATION RECOVERY (1986)
 LC0402
 LC0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0402'MARK NOT FOUND.
 LC0402
 LC0402                          STATION RECOVERY (2004)
 LC0402
 LC0402'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1255 ***********************************************************************
 MF1255  DESIGNATION -  FARMINGDALE VILLAGE D CO
 MF1255  PID         -  MF1255
 MF1255  STATE/COUNTY-  IL/DU PAGE
 MF1255  USGS QUAD   -  ROMEOVILLE (1993)
 MF1255
 MF1255                         *CURRENT SURVEY CONTROL
 MF1255  ___________________________________________________________________
 MF1255* NAD 83(1986)-  41 43 49.     (N)    088 00 45.     (W)     SCALED    
 MF1255* NAVD 88     -       238.985  (meters)     784.07   (feet)  ADJUSTED  
 MF1255  ___________________________________________________________________
 MF1255  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MF1255  DYNAMIC HT  -         238.900 (meters)     783.79  (feet)  COMP
 MF1255  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 MF1255
 MF1255  VERT ORDER  -  THIRD
 MF1255
 MF1255.The horizontal coordinates were scaled from a topographic map and have
 MF1255.an estimated accuracy of +/- 6 seconds.
 MF1255
 MF1255.The orthometric height was determined by differential leveling
 MF1255.and adjusted by the National Geodetic Survey in June 1991..
 MF1255
 MF1255.The geoid height was determined by GEOID03.
 MF1255
 MF1255.The dynamic height is computed by dividing the NAVD 88
 MF1255.geopotential number by the normal gravity value computed on the
 MF1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1255.degrees latitude (g = 980.6199 gals.).
 MF1255
 MF1255.The modeled gravity was interpolated from observed gravity values.
 MF1255
 MF1255;                    North         East    Units  Estimated Accuracy
 MF1255;SPC IL E     -   562,200.      326,690.      MT  (+/- 180 meters Scaled)
 MF1255
 MF1255                          SUPERSEDED SURVEY CONTROL
 MF1255
 MF1255.No superseded survey control is available for this station.
 MF1255
 MF1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM157203(NAD 83)
 MF1255_MARKER: I = METAL ROD
 MF1255_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1255_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1255+STABILITY: POSITION/ELEVATION WELL
 MF1255
 MF1255  HISTORY     - Date     Condition        Report By
 MF1255  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1255  HISTORY     - 19960420 GOOD             USPSQD
 MF1255
 MF1255                          STATION DESCRIPTION
 MF1255
 MF1255'DESCRIBED BY MARCHESE AND SONS 1983
 MF1255'1.5 MI SOUTH FROM WOODRIDGE.
 MF1255'1.5 MILES SOUTH OF WOODRIDGE, 3.0 MILES NORTHEAST OF BOILINGBROOK, 4.0
 MF1255'MILES NORTH OF LEMONT, 1.1 MILES NORTH ALONG LEMONT ROAD FROM THE
 MF1255'JUNCTION OF INTERSTATE HIGHWAY 55 AND LEMONT ROAD, ON THE FARMINGDALE
 MF1255'VILLAGE WATER TOWER PROPERTY LOCATED ON THE WEST SIDE OF LEMONT ROAD,
 MF1255'ABOUT 300.0 FEET NORTH OF 87TH STREET, 35.0 FEET SOUTH-SOUTHWEST OF
 MF1255'VALVE STEM OF FIRE HYDRANT, 104.7 FEET NORTHEAST OF A 2.5 INCH STEEL
 MF1255'CORNER FENCE POST, 88.6 FEET SOUTHEAST OF A 4-INCH CORNER FENCE POST,
 MF1255'A STAINLESS STEEL ROD IN A SLEEVE ENCASED IN A CAST ALUMINUM CYLINDER,
 MF1255'COVER OF CYLINDER FLUSH WITH GROUND.  NOTE--NO DEPTH WAS GIVEN FOR BM.
 MF1255
 MF1255                          STATION RECOVERY (1996)
 MF1255
 MF1255'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0701 ***********************************************************************
 LD0701  DESIGNATION -  FARMINGTON HIGH SCHOOL TOWER
 LD0701  PID         -  LD0701
 LD0701  STATE/COUNTY-  IL/FULTON
 LD0701  USGS QUAD   -  FARMINGTON WEST (1974)
 LD0701
 LD0701                         *CURRENT SURVEY CONTROL
 LD0701  ___________________________________________________________________
 LD0701* NAD 83(1997)-  40 41 52.32605(N)    090 00 04.76865(W)     ADJUSTED  
 LD0701* NAVD 88     -                                                        
 LD0701  ___________________________________________________________________
 LD0701  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 LD0701  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0701
 LD0701  HORZ ORDER  -  THIRD
 LD0701
 LD0701.The horizontal coordinates were established by classical geodetic methods
 LD0701.and adjusted by the National Geodetic Survey in October 1999..
 LD0701
 LD0701
 LD0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0701
 LD0701.The geoid height was determined by GEOID03.
 LD0701
 LD0701;                    North         East     Units Scale Factor Converg.
 LD0701;SPC IL W     -   447,488.628   713,973.593   MT  0.99994358   +0 06 28.1
 LD0701;SPC IL W     - 1,468,135.61  2,342,428.36   sFT  0.99994358   +0 06 28.1
 LD0701;UTM  15      - 4,509,543.820   753,358.793   MT  1.00039018   +1 57 23.0
 LD0701;UTM  16      - 4,509,551.470   246,417.340   MT  1.00039157   -1 57 29.2
 LD0701
 LD0701                          SUPERSEDED SURVEY CONTROL
 LD0701
 LD0701  NAD 83(1997)-  40 41 52.33175(N)    090 00 04.76884(W) AD(       ) 4
 LD0701  NAD 83(1986)-  40 41 52.33174(N)    090 00 04.77085(W) AD(       ) 4
 LD0701  NAD 27      -  40 41 52.19500(N)    090 00 04.35900(W) AD(       ) 3
 LD0701
 LD0701.Superseded values are not recommended for survey control.
 LD0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0701.See file dsdata.txt to determine how the superseded data were derived.
 LD0701
 LD0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF5335909544(NAD 83)
 LD0701_MARKER: 55 = TOWER
 LD0701
 LD0701  HISTORY     - Date     Condition        Report By
 LD0701  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0701
 LD0701                          STATION DESCRIPTION
 LD0701
 LD0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0701'THIS STATION IS THE TOWER ON THE FRONT OF THE FARMINGTON
 LD0701'HIGH SCHOOL, IN THE TOWN OF FARMINGTON, LOCATED ABOUT 120
 LD0701'FEET S OF THE CENTER LINE OF FORT STREET (U.S. HIGHWAY 124),
 LD0701'AND ABOUT 195 FEET E OF THE CENTER LINE OF GOLD STREET, ON
 LD0701'THE NW CORNER OF THE N WING OF THE BUILDING.  THE BUILDING
 LD0701'WAS ERECTED IN 1891, AND THE TOWER IS FAIRLY PROMINENT.
 LD0701'
 LD0701'THE LOWER SECTION IS A SQUARE RED BRICK TOWER WITH TWO SQUARE
 LD0701'GLAZED WINDOWS ON EACH SIDE.  THIS SECTION IS ABOUT 70 FEET
 LD0701'HIGH.  ON THIS SECTION THERE IS A SQUARE SILVER CLOCK TOWER
 LD0701'WITH A CLOCK DIAL ON EACH FACE.  THERE IS AN ORNAMENTAL
 LD0701'GRILLED LEDGE AROUND THE TOP.  THIS SECTION IS ABOUT 15
 LD0701'FEET HIGH.  THE ROOF IS A SILVER-GREY OCTAGONAL STRUCTURE,
 LD0701'SPIRE-SHAPED, AND TRIMMED WITH RED.  THE HEIGHT IS ABOUT
 LD0701'10 FEET.  THERE IS A 6-FOOT SILVER FINIAL WITH A WEATHER
 LD0701'VANE AT THE APEX.  TOTAL HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2039 ***********************************************************************
 LC2039  DESIGNATION -  FARMINGTON MUNICIPAL TANK
 LC2039  PID         -  LC2039
 LC2039  STATE/COUNTY-  IL/FULTON
 LC2039  USGS QUAD   -  FARMINGTON EAST (1982)
 LC2039
 LC2039                         *CURRENT SURVEY CONTROL
 LC2039  ___________________________________________________________________
 LC2039* NAD 83(1997)-  40 41 55.21344(N)    089 59 33.57597(W)     ADJUSTED  
 LC2039* NAVD 88     -                                                        
 LC2039  ___________________________________________________________________
 LC2039  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 LC2039  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LC2039
 LC2039  HORZ ORDER  -  THIRD
 LC2039
 LC2039.The horizontal coordinates were established by classical geodetic methods
 LC2039.and adjusted by the National Geodetic Survey in October 1999..
 LC2039
 LC2039
 LC2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2039
 LC2039.The geoid height was determined by GEOID03.
 LC2039
 LC2039;                    North         East     Units Scale Factor Converg.
 LC2039;SPC IL W     -   447,579.104   714,705.693   MT  0.99994384   +0 06 48.5
 LC2039;SPC IL W     - 1,468,432.44  2,344,830.26   sFT  0.99994384   +0 06 48.5
 LC2039;UTM  16      - 4,509,615.523   247,152.554   MT  1.00038699   -1 57 09.0
 LC2039;UTM  15      - 4,509,657.915   754,087.921   MT  1.00039473   +1 57 43.5
 LC2039
 LC2039                          SUPERSEDED SURVEY CONTROL
 LC2039
 LC2039  NAD 83(1997)-  40 41 55.21928(N)    089 59 33.57643(W) AD(       ) 4
 LC2039  NAD 83(1986)-  40 41 55.21944(N)    089 59 33.57775(W) AD(       ) 4
 LC2039  NAD 27      -  40 41 55.08300(N)    089 59 33.16600(W) AD(       ) 3
 LC2039
 LC2039.Superseded values are not recommended for survey control.
 LC2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2039.See file dsdata.txt to determine how the superseded data were derived.
 LC2039
 LC2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL4715309616(NAD 83)
 LC2039_MARKER: 53 = ELEVATED TANK
 LC2039
 LC2039  HISTORY     - Date     Condition        Report By
 LC2039  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC2039  HISTORY     - 1957     GOOD             CGS
 LC2039
 LC2039                          STATION DESCRIPTION
 LC2039
 LC2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2039'THIS STATION IS THE TALL BLACK MUNICIPAL TANK IN THE VILLAGE OF
 LC2039'FARMINGTON, LOCATED ABOUT 270 FEET N OF THE CENTER LINE OF
 LC2039'FORT STREET (U.S. HIGHWAY 124), ABOUT 45 FEET SSE OF THE SE
 LC2039'CORNER OF THE PUMPING STATION, ABOUT 80 FEET NE OF A 12-INCH
 LC2039'ELM TREE, AND ABOUT 110 FEET E OF THE FENCE LINE OF A N AND
 LC2039'S FENCE, IN SEC. 12, (NW 1/4), T 8 N, R 4 E.  THE TANK ERECTED
 LC2039'IN 1921, IS VERY PROMINENT.
 LC2039'
 LC2039'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE OVAL.
 LC2039'SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL SECTION
 LC2039'IS ABOUT 25 FEET HIGH, AND HAS A CATWALK AND RAIL AROUND
 LC2039'ITS BASE.  THE STEEP CONICAL ROOF HAS A BALL AT ITS APEX.
 LC2039'TOTAL HEIGHT IS ABOUT 150 FEET.
 LC2039
 LC2039                          STATION RECOVERY (1957)
 LC2039
 LC2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (KET)
 LC2039'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1235 ***********************************************************************
 MF1235  DESIGNATION -  FARNSWORTH I 5 D CO
 MF1235  PID         -  MF1235
 MF1235  STATE/COUNTY-  IL/KANE
 MF1235  USGS QUAD   -  AURORA NORTH (1993)
 MF1235
 MF1235                         *CURRENT SURVEY CONTROL
 MF1235  ___________________________________________________________________
 MF1235* NAD 83(1986)-  41 47 55.     (N)    088 16 55.     (W)     SCALED    
 MF1235* NAVD 88     -       225.502  (meters)     739.83   (feet)  ADJUSTED  
 MF1235  ___________________________________________________________________
 MF1235  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF1235  DYNAMIC HT  -         225.424 (meters)     739.58  (feet)  COMP
 MF1235  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 MF1235
 MF1235  VERT ORDER  -  THIRD
 MF1235
 MF1235.The horizontal coordinates were scaled from a topographic map and have
 MF1235.an estimated accuracy of +/- 6 seconds.
 MF1235
 MF1235.The orthometric height was determined by differential leveling
 MF1235.and adjusted by the National Geodetic Survey in June 1991..
 MF1235
 MF1235.The geoid height was determined by GEOID03.
 MF1235
 MF1235.The dynamic height is computed by dividing the NAVD 88
 MF1235.geopotential number by the normal gravity value computed on the
 MF1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1235.degrees latitude (g = 980.6199 gals.).
 MF1235
 MF1235.The modeled gravity was interpolated from observed gravity values.
 MF1235
 MF1235;                    North         East    Units  Estimated Accuracy
 MF1235;SPC IL E     -   569,740.      304,270.      MT  (+/- 180 meters Scaled)
 MF1235
 MF1235                          SUPERSEDED SURVEY CONTROL
 MF1235
 MF1235.No superseded survey control is available for this station.
 MF1235
 MF1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM934282(NAD 83)
 MF1235_MARKER: DB = BENCH MARK DISK
 MF1235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MF1235_SP_SET: WALK OF OVERPASS
 MF1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1235+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 MF1235
 MF1235  HISTORY     - Date     Condition        Report By
 MF1235  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1235  HISTORY     - 19980506 GOOD             USPSQD
 MF1235  HISTORY     - 20010501 GOOD             ASMINC
 MF1235
 MF1235                          STATION DESCRIPTION
 MF1235
 MF1235'DESCRIBED BY MARCHESE AND SONS 1983
 MF1235'3.0 MI NE FROM AURORA.
 MF1235'3.0 MILES NORTHEAST OF AURORA AND 3.0 MILES EAST-SOUTHEAST OF NORTH
 MF1235'AURORA, AT THE INTERSECTION OF THE EAST-WEST TOLLWAY ILLINOIS 5 AND
 MF1235'FARNSWORTH AVENUE, IN A CONCRETE WALK AT THE NORTH END OF EAST
 MF1235'CONCRETE WALK FOR OVERPASS STRUCTURE, AT NORTHEAST CORNER OF BRIDGE.
 MF1235
 MF1235                          STATION RECOVERY (1998)
 MF1235
 MF1235'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1235'RECOVERED IN GOOD CONDITION.
 MF1235
 MF1235                          STATION RECOVERY (2001)
 MF1235
 MF1235'RECOVERY NOTE BY ADVANCED SURVEYING AND MAPPING 2001 (LEE)
 MF1235'MARK IS A DUPAGE COUNTY MAPS AND PLATS DISK ALSO KNOWN AS ILLINOIS
 MF1235'STATE TOLL HIGHWAY AUTHORITY CONTROL MONUMENT 'FARNS'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1579 ***********************************************************************
 HB1579  DESIGNATION -  FARRIS
 HB1579  PID         -  HB1579
 HB1579  STATE/COUNTY-  IL/JOHNSON
 HB1579  USGS QUAD   -  MERMET (1966)
 HB1579
 HB1579                         *CURRENT SURVEY CONTROL
 HB1579  ___________________________________________________________________
 HB1579* NAD 83(1997)-  37 21 37.00274(N)    088 50 33.38668(W)     ADJUSTED  
 HB1579* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 HB1579  ___________________________________________________________________
 HB1579  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 HB1579  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HB1579
 HB1579  HORZ ORDER  -  FIRST
 HB1579
 HB1579.The horizontal coordinates were established by classical geodetic methods
 HB1579.and adjusted by the National Geodetic Survey in October 1999..
 HB1579
 HB1579.The orthometric height was scaled from a topographic map.
 HB1579
 HB1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1579
 HB1579.The geoid height was determined by GEOID03.
 HB1579
 HB1579;                    North         East     Units Scale Factor Converg.
 HB1579;SPC IL E     -    77,095.337   254,884.408   MT  1.00000006   -0 18 32.6
 HB1579;SPC IL E     -   252,936.95    836,233.26   sFT  1.00000006   -0 18 32.6
 HB1579;UTM  16      - 4,136,433.005   336,821.324   MT  0.99992800   -1 07 06.2
 HB1579
 HB1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1579!SPC IL E     -   0.99997406  x   1.00000006  =   0.99997412
 HB1579!UTM  16      -   0.99997406  x   0.99992800  =   0.99990206
 HB1579
 HB1579|---------------------------------------------------------------------|
 HB1579| PID    Reference Object                     Distance      Geod. Az  |
 HB1579|                                                           dddmmss.s |
 HB1579| CI4428 FARRIS RM 1                          30.086 METERS 01819     |
 HB1579| CI4429 FARRIS RM 2                          23.446 METERS 09439     |
 HB1579| CI4427 FARRIS AZ MK                                       2003324.4 |
 HB1579|---------------------------------------------------------------------|
 HB1579
 HB1579                          SUPERSEDED SURVEY CONTROL
 HB1579
 HB1579  NAD 83(1997)-  37 21 37.00805(N)    088 50 33.38555(W) AD(       ) 1
 HB1579  NAD 83(1986)-  37 21 37.01228(N)    088 50 33.38898(W) AD(       ) 1
 HB1579  NAD 27      -  37 21 36.82448(N)    088 50 33.16451(W) AD(       ) 1
 HB1579
 HB1579.Superseded values are not recommended for survey control.
 HB1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1579.See file dsdata.txt to determine how the superseded data were derived.
 HB1579
 HB1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3682136433(NAD 83)
 HB1579_MARKER: DS = TRIANGULATION STATION DISK
 HB1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1579
 HB1579  HISTORY     - Date     Condition        Report By
 HB1579  HISTORY     - 1957     MONUMENTED       CGS
 HB1579  HISTORY     - 1965     GOOD             ILDT
 HB1579
 HB1579                          STATION DESCRIPTION
 HB1579
 HB1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1579'THE STATION IS ABOUT 5 MILES SOUTHEAST OF VIENNA, 6 MILES NORTHEAST
 HB1579'OF BELKNAP, ON PROPERTY OWNED AND OCCUPIED BY MR.  E. W. FARRIS.
 HB1579'IT IS 52 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 27
 HB1579'FEET EAST OF THE SOUTHEAST CORNER OF A GARAGE AND 37 FEET SOUTH OF
 HB1579'A WELL WITH A CONCRETE TOP.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1579'STAMPED FARRIS 1957.
 HB1579'
 HB1579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 HB1579'HIGHWAY 146 JUST EAST OF THE BUSINESS DISTRICT IN VIENNA, GO EAST
 HB1579'ON HIGHWAY 146 FOR 1.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 HB1579'SOUTH ON A GRAVELED ROAD 0.9 MILE TO A T-INTERSECTION.  TURN LEFT
 HB1579'AND FOLLOW THE MAIN GRAVELED ROAD SOUTHEASTERLY FOR 3.3 MILES TO A
 HB1579'FORK WHERE THE MAIN ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD ON A
 HB1579'DIRT ROAD AND GO SOUTH, WEST AND SOUTH 0.35 MILE TO A FORK.  TAKE THE
 HB1579'LEFT FORK AND GO SOUTH FOR 0.4 MILE TO THE HOME OF MR. E.W.
 HB1579'FARRIS ON THE LEFT AND THE STATION AS DESCRIBED.
 HB1579'
 HB1579'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT ROAD
 HB1579'FOR 0.3 MILE TO THE HOME OF MR. AND MRS. CLAUDE CHAPMAN ON THE
 HB1579'LEFT AND THE AZIMUTH MARK AT THE NORTHEAST CORNER OF AN IMPLEMENT
 HB1579'SHED.
 HB1579'
 HB1579'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 25 FEET NORTHEAST
 HB1579'OF THE NORTHEAST CORNER OF THE FARM HOUSE, 17 FEET WEST OF A FENCE
 HB1579'CORNER AND 31 FEET WEST OF THE NORTHWEST CORNER OF A SMOKEHOUSE.  THE
 HB1579'MONUMENT IS FLUSH AND THE DISK IS STAMPED FARRIS NO 1 1957.
 HB1579'
 HB1579'REFERENCE MARK 2 IS 103 FEET EAST OF THE NORTHEAST CORNER OF THE
 HB1579'GARAGE, 10 FEET SOUTH OF THE CENTERLINE OF A FARM LANE AND 1 FOOT
 HB1579'SOUTH OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1579'FARRIS NO 2 1957.
 HB1579'
 HB1579'THE AZIMUTH MARK IS 1 FOOT NORTHEAST OF THE NORTHEAST CORNER OF THE
 HB1579'IMPLEMENT SHED AND 88 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HB1579'OF A FARM HOUSE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 HB1579'STAMPED FARRIS 1957.
 HB1579'
 HB1579'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1579
 HB1579                          STATION RECOVERY (1965)
 HB1579
 HB1579'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1965
 HB1579'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION AS DESCRIBED.
 HB1579'
 HB1579'RMS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 HB1579'
 HB1579'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 HB1579'
 HB1579'REVISED DESCRIPTION--RM 1- REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF
 HB1579'A WIRE FENCE - 1 FOOT SHOULD BE 6 FEET.  31 FEET WEST OF THE
 HB1579'NORTHWEST CORNER OF A SMOKEHOUSE - 31 FEET WEST SHOULD BE 31 FEET
 HB1579'NORTH.  R.M. NO. 2- 10 FEET SOUTH OF THE CENTER LINE OF A FARM
 HB1579'LANE SHOULD BE DELETED.  FARM LANE IS NO LONGER VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1435 ***********************************************************************
 NH1435  DESIGNATION -  FAUST 1935
 NH1435  PID         -  NH1435
 NH1435  STATE/COUNTY-  IL/WINNEBAGO
 NH1435  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1435
 NH1435                         *CURRENT SURVEY CONTROL
 NH1435  ___________________________________________________________________
 NH1435* NAD 83(1997)-  42 16 01.37347(N)    089 05 05.26692(W)     ADJUSTED  
 NH1435* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 NH1435  ___________________________________________________________________
 NH1435  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 NH1435  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NH1435
 NH1435  HORZ ORDER  -  FIRST
 NH1435
 NH1435.The horizontal coordinates were established by classical geodetic methods
 NH1435.and adjusted by the National Geodetic Survey in October 1999..
 NH1435
 NH1435.The orthometric height was scaled from a topographic map.
 NH1435
 NH1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1435
 NH1435.The geoid height was determined by GEOID03.
 NH1435
 NH1435;                    North         East     Units Scale Factor Converg.
 NH1435;SPC IL W     -   622,310.239   789,253.298   MT  1.00003916   +0 43 39.7
 NH1435;SPC IL W     - 2,041,696.18  2,589,408.53   sFT  1.00003916   +0 43 39.7
 NH1435;UTM  16      - 4,681,531.389   328,062.224   MT  0.99996375   -1 24 09.2
 NH1435
 NH1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1435!SPC IL W     -   0.99996932  x   1.00003916  =   1.00000848
 NH1435!UTM  16      -   0.99996932  x   0.99996375  =   0.99993307
 NH1435
 NH1435:                Primary Azimuth Mark                     Grid Az
 NH1435:SPC IL W     -  ROCKFORD ST ANTHONYS HOSP TWR            092 05 54.3
 NH1435:UTM  16      -  ROCKFORD ST ANTHONYS HOSP TWR            094 13 43.2
 NH1435
 NH1435|---------------------------------------------------------------------|
 NH1435| PID    Reference Object                     Distance      Geod. Az  |
 NH1435|                                                           dddmmss.s |
 NH1435| NH1436 ROCKFORD ST ANTHONYS HOSP TWR       APPROX. 0.9 KM 0924934.0 |
 NH1435| NH1486 ROCKFORD G D ROPER CORP TANK        APPROX. 2.3 KM 1973837.3 |
 NH1435|---------------------------------------------------------------------|
 NH1435
 NH1435                          SUPERSEDED SURVEY CONTROL
 NH1435
 NH1435  NAD 83(1997)-  42 16 01.37381(N)    089 05 05.26805(W) AD(       ) 1
 NH1435  NAD 83(1997)-  42 16 01.37181(N)    089 05 05.26887(W) AD(       ) 1
 NH1435  NAD 83(1986)-  42 16 01.37074(N)    089 05 05.26916(W) AD(       ) 1
 NH1435  NAD 27      -  42 16 01.30100(N)    089 05 04.88620(W) AD(       ) 1
 NH1435
 NH1435.Superseded values are not recommended for survey control.
 NH1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1435.See file dsdata.txt to determine how the superseded data were derived.
 NH1435
 NH1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2806281531(NAD 83)
 NH1435_MARKER: DS = TRIANGULATION STATION DISK
 NH1435_SETTING: 0 = UNSPECIFIED SETTING
 NH1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1435
 NH1435  HISTORY     - Date     Condition        Report By
 NH1435  HISTORY     - 1935     MONUMENTED       CGS
 NH1435  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH1435  HISTORY     - 19970316 MARK NOT FOUND   USPSQD
 NH1435
 NH1435                          STATION DESCRIPTION
 NH1435
 NH1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1435'STATION IS ON THE NORTHEAST SIDE OF THE OBSERVATION TOWER
 NH1435'ATOP THE HOTEL FAUST, WHICH IS LOCATED AT THE NORTHWEST CORNER
 NH1435'OF EAST STATE STREET AND NORTH FOURTH STREET IN DOWNTOWN
 NH1435'ROCKFORD.  MARK IS SET IN THE CONCRETE FLOOR OF THE NARROW
 NH1435'OBSERVATION PLATFORM THAT SURROUNDS THE LARGE OCTAGONAL
 NH1435'OBSERVATION TOWER, 2.9 FEET NORTHEAST OF TOWER WALL, 1.5 FEET SW
 NH1435'OF THE BRICK PARAPET WALL THAT SURROUNDS THE PLATFORM,
 NH1435'12.82 FEET NORTH OF CENTER OF THE IRON DRAIN PIPE THAT IS
 NH1435'ON THE EAST SIDE OF TOWER, 7.50 FEET SE OF CENTER OF THE
 NH1435'IRON DRAIN PIPE THAT IS ON EAST SIDE OF TOWER, 7.50 FEET SE
 NH1435'OF CENTER OF THE IRON DRAIN PIPE THAT IS ON NORTH SIDE OF THE
 NH1435'TOWER.  MARK IS STANDARD U.S.C. AND G.S. BRONZE
 NH1435'TRIANGULATION STATION MARKER.  IT IS FLUSH WITH THE CONCRETE
 NH1435'FLOOR.
 NH1435'
 NH1435'THE BASE OF THE CROSS WAS THE OBJECT POINTED ON, ON THE TOWER
 NH1435'OF THE ST. ANTHONYS HOSPITAL.
 NH1435'
 NH1435'THE BALL WAS THE OBJECT POINTED ON, ON THE LARGE SILVER TANK OF
 NH1435'THE GEORGE D. ROPER CORPORATION.
 NH1435
 NH1435                          STATION RECOVERY (1954)
 NH1435
 NH1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1435'THIS STATION WAS NOT RECOVERED DUE TO THE FACT THAT SOME
 NH1435'REMODELING ON THE OBSERVATION TOWER, SUCH AS RAISING THE WINDOWS
 NH1435'2 FEET ABOVE THE CONCRETE FLOOR AND COVERING THE CONCRETE FLOOR
 NH1435'WITH A COAT OF TAR AND TARPAPER HAD BEEN DONE IN 1953.
 NH1435'
 NH1435'FROM INFORMATION GIVEN BY THE HOTEL ENGINEER IT IS BELIEVED
 NH1435'THE STATION MARK IS STILL IN PLACE AND COULD BE FOUND BY
 NH1435'CUTTING AN REMOVING THE TARPAPER IN THE EVENT THE STATION WAS TO
 NH1435'BE USED.
 NH1435
 NH1435                          STATION RECOVERY (1997)
 NH1435
 NH1435'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9221 ***********************************************************************
 DH9221  DESIGNATION -  FAY 05
 DH9221  PID         -  DH9221
 DH9221  STATE/COUNTY-  IL/FAYETTE
 DH9221  USGS QUAD   -  HERRICK (1982)
 DH9221
 DH9221                         *CURRENT SURVEY CONTROL
 DH9221  ___________________________________________________________________
 DH9221* NAD 83(1997)-  39 11 18.22951(N)    088 58 57.61104(W)     ADJUSTED  
 DH9221* NAVD 88     -       175.4    (meters)     575.     (feet)  GPS OBS   
 DH9221  ___________________________________________________________________
 DH9221  X           -      87,890.833 (meters)                     COMP
 DH9221  Y           -  -4,949,468.942 (meters)                     COMP
 DH9221  Z           -   4,008,640.154 (meters)                     COMP
 DH9221  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DH9221  ELLIP HEIGHT-         143.28  (meters)          (05/04/06) GPS OBS
 DH9221  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 DH9221
 DH9221  HORZ ORDER  -  FIRST
 DH9221  ELLP ORDER  -  SECOND    CLASS II
 DH9221
 DH9221.The horizontal coordinates were established by GPS observations
 DH9221.and adjusted by the National Geodetic Survey in May 2006..
 DH9221
 DH9221.The orthometric height was determined by GPS observations and a
 DH9221.high-resolution geoid model.
 DH9221
 DH9221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9221
 DH9221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9221
 DH9221.The ellipsoidal height was determined by GPS observations
 DH9221.and is referenced to NAD 83.
 DH9221
 DH9221.The geoid height was determined by GEOID03.
 DH9221
 DH9221;                    North         East     Units Scale Factor Converg.
 DH9221;SPC IL E     -   280,093.721   243,900.954   MT  1.00001373   -0 24 37.1
 DH9221;SPC IL E     -   918,940.82    800,198.38   sFT  1.00001373   -0 24 37.1
 DH9221;UTM  16      - 4,339,556.008   328,766.404   MT  0.99996104   -1 15 11.2
 DH9221
 DH9221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9221!SPC IL E     -   0.99997752  x   1.00001373  =   0.99999125
 DH9221!UTM  16      -   0.99997752  x   0.99996104  =   0.99993856
 DH9221
 DH9221                          SUPERSEDED SURVEY CONTROL
 DH9221
 DH9221.No superseded survey control is available for this station.
 DH9221
 DH9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2876639556(NAD 83)
 DH9221_MARKER: DD = SURVEY DISK
 DH9221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9221_STAMPING: FAY 05 2006
 DH9221_MARK LOGO: ILDT  
 DH9221_PROJECTION: RECESSED 5 CENTIMETERS
 DH9221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9221+STABILITY: SURFACE MOTION
 DH9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9221+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DH9221
 DH9221  HISTORY     - Date     Condition        Report By
 DH9221  HISTORY     - 2006     MONUMENTED       ILDT
 DH9221  HISTORY     - 20060201 GOOD             ILDT
 DH9221
 DH9221                          STATION DESCRIPTION
 DH9221
 DH9221'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (CP`)
 DH9221'FROM THE JUNCTION OF W MAIN STREET (2800N) AND US51 IN RAMSEY IL
 DH9221'PROCEED 6.3 MI EAST ON  2800N TO JUNCTION WITH 1400 E. TURN LEFT ON
 DH9221'1400 E AND PROCEED 3.5 MILES TO MARK ON LEFT.  MARK IS LOCATED 20.3 M
 DH9221'SOUTH OF A PP, AND 10.7 M W OF EOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9218 ***********************************************************************
 DH9218  DESIGNATION -  FAY 06
 DH9218  PID         -  DH9218
 DH9218  STATE/COUNTY-  IL/FAYETTE
 DH9218  USGS QUAD   -  VERA (1982)
 DH9218
 DH9218                         *CURRENT SURVEY CONTROL
 DH9218  ___________________________________________________________________
 DH9218* NAD 83(1997)-  39 06 00.54015(N)    089 04 41.02047(W)     ADJUSTED  
 DH9218* NAVD 88     -       153.4    (meters)     503.     (feet)  GPS OBS   
 DH9218  ___________________________________________________________________
 DH9218  X           -      79,749.607 (meters)                     COMP
 DH9218  Y           -  -4,955,775.496 (meters)                     COMP
 DH9218  Z           -   4,001,028.092 (meters)                     COMP
 DH9218  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DH9218  ELLIP HEIGHT-         121.53  (meters)          (05/04/06) GPS OBS
 DH9218  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DH9218
 DH9218  HORZ ORDER  -  FIRST
 DH9218  ELLP ORDER  -  SECOND    CLASS II
 DH9218
 DH9218.The horizontal coordinates were established by GPS observations
 DH9218.and adjusted by the National Geodetic Survey in May 2006..
 DH9218
 DH9218.The orthometric height was determined by GPS observations and a
 DH9218.high-resolution geoid model.
 DH9218
 DH9218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9218
 DH9218.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9218
 DH9218.The ellipsoidal height was determined by GPS observations
 DH9218.and is referenced to NAD 83.
 DH9218
 DH9218.The geoid height was determined by GEOID03.
 DH9218
 DH9218;                    North         East     Units Scale Factor Converg.
 DH9218;SPC IL E     -   270,360.119   235,579.179   MT  1.00002608   -0 28 10.9
 DH9218;SPC IL E     -   887,006.49    772,896.02   sFT  1.00002608   -0 28 10.9
 DH9218;UTM  16      - 4,329,946.139   320,302.833   MT  0.99999762   -1 18 39.4
 DH9218
 DH9218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9218!SPC IL E     -   0.99998093  x   1.00002608  =   1.00000701
 DH9218!UTM  16      -   0.99998093  x   0.99999762  =   0.99997855
 DH9218
 DH9218                          SUPERSEDED SURVEY CONTROL
 DH9218
 DH9218.No superseded survey control is available for this station.
 DH9218
 DH9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2030329946(NAD 83)
 DH9218_MARKER: DD = SURVEY DISK
 DH9218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9218_STAMPING: FAY 06 2006
 DH9218_MARK LOGO: ILDT  
 DH9218_PROJECTION: RECESSED 5 CENTIMETERS
 DH9218_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9218+STABILITY: SURFACE MOTION
 DH9218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9218+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DH9218
 DH9218  HISTORY     - Date     Condition        Report By
 DH9218  HISTORY     - 2006     MONUMENTED       ILDT
 DH9218  HISTORY     - 20060201 GOOD             ILDT
 DH9218
 DH9218                          STATION DESCRIPTION
 DH9218
 DH9218'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (CP`)
 DH9218'FROM THE JUNCTION OF US51 AND CR24 IN THE CENTER OF RAMSEY PROCEED 3.7
 DH9218'MI SOUTH TO THE  JUNCTION OF 2525N. TURN LEFT ON 2525N AND  PROCEED
 DH9218'0.6 MI TO STATION ON RIGHT. STATION IS  LOCATED 37.4 M EAST OF A POWER
 DH9218'POLE, 14 IN NORTH OF WITNESS POST AND 14 FT S OF EOP 2525N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9219 ***********************************************************************
 DH9219  DESIGNATION -  FAY 07
 DH9219  PID         -  DH9219
 DH9219  STATE/COUNTY-  IL/FAYETTE
 DH9219  USGS QUAD   -  VERA (1982)
 DH9219
 DH9219                         *CURRENT SURVEY CONTROL
 DH9219  ___________________________________________________________________
 DH9219* NAD 83(1997)-  39 03 30.46321(N)    089 05 13.43978(W)     ADJUSTED  
 DH9219* NAVD 88     -       166.4    (meters)     546.     (feet)  GPS OBS   
 DH9219  ___________________________________________________________________
 DH9219  X           -      79,017.338 (meters)                     COMP
 DH9219  Y           -  -4,958,715.323 (meters)                     COMP
 DH9219  Z           -   3,997,443.599 (meters)                     COMP
 DH9219  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DH9219  ELLIP HEIGHT-         134.60  (meters)          (05/04/06) GPS OBS
 DH9219  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 DH9219
 DH9219  HORZ ORDER  -  FIRST
 DH9219  ELLP ORDER  -  SECOND    CLASS II
 DH9219
 DH9219.The horizontal coordinates were established by GPS observations
 DH9219.and adjusted by the National Geodetic Survey in May 2006..
 DH9219
 DH9219.The orthometric height was determined by GPS observations and a
 DH9219.high-resolution geoid model.
 DH9219
 DH9219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9219
 DH9219.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9219
 DH9219.The ellipsoidal height was determined by GPS observations
 DH9219.and is referenced to NAD 83.
 DH9219
 DH9219.The geoid height was determined by GEOID03.
 DH9219
 DH9219;                    North         East     Units Scale Factor Converg.
 DH9219;SPC IL E     -   265,738.496   234,761.801   MT  1.00002738   -0 28 29.8
 DH9219;SPC IL E     -   871,843.72    770,214.34   sFT  1.00002738   -0 28 29.8
 DH9219;UTM  16      - 4,325,337.134   319,417.743   MT  1.00000155   -1 18 55.6
 DH9219
 DH9219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9219!SPC IL E     -   0.99997888  x   1.00002738  =   1.00000626
 DH9219!UTM  16      -   0.99997888  x   1.00000155  =   0.99998043
 DH9219
 DH9219                          SUPERSEDED SURVEY CONTROL
 DH9219
 DH9219.No superseded survey control is available for this station.
 DH9219
 DH9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1941825337(NAD 83)
 DH9219_MARKER: DD = SURVEY DISK
 DH9219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9219_STAMPING: FAY 07 2006
 DH9219_MARK LOGO: ILDT  
 DH9219_PROJECTION: RECESSED 5 CENTIMETERS
 DH9219_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9219+STABILITY: SURFACE MOTION
 DH9219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9219+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DH9219
 DH9219  HISTORY     - Date     Condition        Report By
 DH9219  HISTORY     - 2006     MONUMENTED       ILDT
 DH9219  HISTORY     - 20060201 GOOD             ILDT
 DH9219
 DH9219                          STATION DESCRIPTION
 DH9219
 DH9219'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (CP)
 DH9219'FROM THE JUNCTION OF W MAIN STREET AND US51 IN RAMSEY IL PROCEED 6.8
 DH9219'MI SOUTH ON US51 TO  JUNCTION WITH 2215N. TURN LEFT ON 2215N AND
 DH9219'PROCEED 0.3 MI TO MARK ON LEFT. MARK IS  LOCATED 25.1 M EAST OF A PP,
 DH9219'0.35 M S OF WITNESS POST AND 4.55 M N OF EOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9217 ***********************************************************************
 DH9217  DESIGNATION -  FAY 08
 DH9217  PID         -  DH9217
 DH9217  STATE/COUNTY-  IL/FAYETTE
 DH9217  USGS QUAD   -  VANDALIA (1974)
 DH9217
 DH9217                         *CURRENT SURVEY CONTROL
 DH9217  ___________________________________________________________________
 DH9217* NAD 83(1997)-  38 56 03.97345(N)    089 04 53.66290(W)     ADJUSTED  
 DH9217* NAVD 88     -       143.6    (meters)     471.     (feet)  GPS OBS   
 DH9217  ___________________________________________________________________
 DH9217  X           -      79,631.383 (meters)                     COMP
 DH9217  Y           -  -4,967,353.432 (meters)                     COMP
 DH9217  Z           -   3,986,728.337 (meters)                     COMP
 DH9217  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DH9217  ELLIP HEIGHT-         111.96  (meters)          (05/04/06) GPS OBS
 DH9217  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DH9217
 DH9217  HORZ ORDER  -  FIRST
 DH9217  ELLP ORDER  -  SECOND    CLASS II
 DH9217
 DH9217.The horizontal coordinates were established by GPS observations
 DH9217.and adjusted by the National Geodetic Survey in May 2006..
 DH9217
 DH9217.The orthometric height was determined by GPS observations and a
 DH9217.high-resolution geoid model.
 DH9217
 DH9217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9217
 DH9217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9217
 DH9217.The ellipsoidal height was determined by GPS observations
 DH9217.and is referenced to NAD 83.
 DH9217
 DH9217.The geoid height was determined by GEOID03.
 DH9217
 DH9217;                    North         East     Units Scale Factor Converg.
 DH9217;SPC IL E     -   251,965.986   235,124.141   MT  1.00002681   -0 28 12.8
 DH9217;SPC IL E     -   826,658.41    771,403.12   sFT  1.00002681   -0 28 12.8
 DH9217;UTM  16      - 4,311,561.151   319,578.283   MT  1.00000085   -1 18 30.5
 DH9217
 DH9217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9217!SPC IL E     -   0.99998243  x   1.00002681  =   1.00000924
 DH9217!UTM  16      -   0.99998243  x   1.00000085  =   0.99998328
 DH9217
 DH9217                          SUPERSEDED SURVEY CONTROL
 DH9217
 DH9217.No superseded survey control is available for this station.
 DH9217
 DH9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1957811561(NAD 83)
 DH9217_MARKER: DD = SURVEY DISK
 DH9217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9217_STAMPING: FAY 08 2006
 DH9217_MARK LOGO: ILDT  
 DH9217_PROJECTION: RECESSED 8 CENTIMETERS
 DH9217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9217+STABILITY: SURFACE MOTION
 DH9217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9217+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DH9217
 DH9217  HISTORY     - Date     Condition        Report By
 DH9217  HISTORY     - 2006     MONUMENTED       ILDT
 DH9217  HISTORY     - 20060201 GOOD             ILDT
 DH9217
 DH9217                          STATION DESCRIPTION
 DH9217
 DH9217'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (CP`)
 DH9217'FROM THE JUNCTION OF US 40 AND US 51 ON THE EASTERN EDGE OF VANDALIA,
 DH9217'PROCEED SOUTH ON  US 51 1.9 MI TO TO A TURNOFF LEADING TO GRAIN
 DH9217'STORAGE ELEVATORS. TURN LEFT INTO ACCESS  ROAD AND PROCEED 0.1 MI TO
 DH9217'MARK ON RIGHT. MARK IS LOCATED 9.4 MM FROM PP, 4 M S EAST EDGE  OF
 DH9217'ROAD AND 1 FT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9216 ***********************************************************************
 DH9216  DESIGNATION -  FAY 09
 DH9216  PID         -  DH9216
 DH9216  STATE/COUNTY-  IL/FAYETTE
 DH9216  USGS QUAD   -  WILDCAT LAKE (1981)
 DH9216
 DH9216                         *CURRENT SURVEY CONTROL
 DH9216  ___________________________________________________________________
 DH9216* NAD 83(1997)-  38 52 08.39678(N)    089 09 28.52549(W)     ADJUSTED  
 DH9216* NAVD 88     -       139.6    (meters)     458.     (feet)  GPS OBS   
 DH9216  ___________________________________________________________________
 DH9216  X           -      73,078.963 (meters)                     COMP
 DH9216  Y           -  -4,972,013.736 (meters)                     COMP
 DH9216  Z           -   3,981,072.408 (meters)                     COMP
 DH9216  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DH9216  ELLIP HEIGHT-         108.11  (meters)          (05/04/06) GPS OBS
 DH9216  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 DH9216
 DH9216  HORZ ORDER  -  FIRST
 DH9216  ELLP ORDER  -  SECOND    CLASS II
 DH9216
 DH9216.The horizontal coordinates were established by GPS observations
 DH9216.and adjusted by the National Geodetic Survey in May 2006..
 DH9216
 DH9216.The orthometric height was determined by GPS observations and a
 DH9216.high-resolution geoid model.
 DH9216
 DH9216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9216
 DH9216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9216
 DH9216.The ellipsoidal height was determined by GPS observations
 DH9216.and is referenced to NAD 83.
 DH9216
 DH9216.The geoid height was determined by GEOID03.
 DH9216
 DH9216;                    North         East     Units Scale Factor Converg.
 DH9216;SPC IL E     -   244,758.608   228,438.426   MT  1.00003803   -0 31 03.0
 DH9216;SPC IL E     -   803,012.20    749,468.40   sFT  1.00003803   -0 31 03.0
 DH9216;UTM  16      - 4,304,452.400   312,788.024   MT  1.00003160   -1 21 16.5
 DH9216
 DH9216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9216!SPC IL E     -   0.99998304  x   1.00003803  =   1.00002107
 DH9216!UTM  16      -   0.99998304  x   1.00003160  =   1.00001464
 DH9216
 DH9216                          SUPERSEDED SURVEY CONTROL
 DH9216
 DH9216.No superseded survey control is available for this station.
 DH9216
 DH9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1278804452(NAD 83)
 DH9216_MARKER: DD = SURVEY DISK
 DH9216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9216_STAMPING: FAY 09 2006
 DH9216_MARK LOGO: ILDT  
 DH9216_PROJECTION: RECESSED 8 CENTIMETERS
 DH9216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9216+STABILITY: SURFACE MOTION
 DH9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9216+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DH9216
 DH9216  HISTORY     - Date     Condition        Report By
 DH9216  HISTORY     - 2006     MONUMENTED       ILDT
 DH9216  HISTORY     - 20060201 GOOD             ILDT
 DH9216
 DH9216                          STATION DESCRIPTION
 DH9216
 DH9216'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (CP`)
 DH9216'FROM THE JUNCTION OF US51 AND 900N IN SHOBONIER IL PROCEED 4.0 MILES
 DH9216'EAST ON 900 N TO  STATION ON RIGHT JUST BEFORE THE BRIDGE OVER
 DH9216'KASKASKIA RIVER. STATION IS LOCATED 2.35 M N  EOP ON 900 N, 0.55 M S
 DH9216'OF WITNESS POST AND 97M E OF EASTERN END OF GUARD RAIL KASKASKIA
 DH9216'RIVER BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9222 ***********************************************************************
 DH9222  DESIGNATION -  FAY 10
 DH9222  PID         -  DH9222
 DH9222  STATE/COUNTY-  IL/FAYETTE
 DH9222  USGS QUAD   -  PATOKA (1981)
 DH9222
 DH9222                         *CURRENT SURVEY CONTROL
 DH9222  ___________________________________________________________________
 DH9222* NAD 83(1997)-  38 50 43.16079(N)    089 05 10.38771(W)     ADJUSTED  
 DH9222* NAVD 88     -       158.4    (meters)     520.     (feet)  GPS OBS   
 DH9222  ___________________________________________________________________
 DH9222  X           -      79,327.848 (meters)                     COMP
 DH9222  Y           -  -4,973,581.812 (meters)                     COMP
 DH9222  Z           -   3,979,037.350 (meters)                     COMP
 DH9222  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 DH9222  ELLIP HEIGHT-         126.85  (meters)          (05/04/06) GPS OBS
 DH9222  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 DH9222
 DH9222  HORZ ORDER  -  FIRST
 DH9222  ELLP ORDER  -  SECOND    CLASS II
 DH9222
 DH9222.The horizontal coordinates were established by GPS observations
 DH9222.and adjusted by the National Geodetic Survey in May 2006..
 DH9222
 DH9222.The orthometric height was determined by GPS observations and a
 DH9222.high-resolution geoid model.
 DH9222
 DH9222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9222
 DH9222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9222
 DH9222.The ellipsoidal height was determined by GPS observations
 DH9222.and is referenced to NAD 83.
 DH9222
 DH9222.The geoid height was determined by GEOID03.
 DH9222
 DH9222;                    North         East     Units Scale Factor Converg.
 DH9222;SPC IL E     -   242,076.451   234,639.706   MT  1.00002758   -0 28 20.1
 DH9222;SPC IL E     -   794,212.49    769,813.77   sFT  1.00002758   -0 28 20.1
 DH9222;UTM  16      - 4,301,679.999   318,949.375   MT  1.00000366   -1 18 31.9
 DH9222
 DH9222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9222!SPC IL E     -   0.99998010  x   1.00002758  =   1.00000768
 DH9222!UTM  16      -   0.99998010  x   1.00000366  =   0.99998376
 DH9222
 DH9222                          SUPERSEDED SURVEY CONTROL
 DH9222
 DH9222.No superseded survey control is available for this station.
 DH9222
 DH9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1894901680(NAD 83)
 DH9222_MARKER: DD = SURVEY DISK
 DH9222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9222_STAMPING: FAY 10 2006
 DH9222_MARK LOGO: ILDT  
 DH9222_PROJECTION: RECESSED 8 CENTIMETERS
 DH9222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9222+STABILITY: SURFACE MOTION
 DH9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9222+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DH9222
 DH9222  HISTORY     - Date     Condition        Report By
 DH9222  HISTORY     - 2006     MONUMENTED       ILDT
 DH9222  HISTORY     - 20060201 GOOD             ILDT
 DH9222
 DH9222                          STATION DESCRIPTION
 DH9222
 DH9222'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (CP`)
 DH9222'FROM THE JUNCTION OF US 40 AND US 51 ON THE EASTERN EDGE OF VANDALIA,
 DH9222'PROCEED SOUTH ON  US 51 16.6 MI TO JUNCTION WITH CR 750 N. TURN LEFT
 DH9222'ON 750 N AND PROCEED 0.08 MI TO MARK ON  RIGHT. MARK IS LOCATED 4.65 M
 DH9222'WEST OF A PP, 0. 5 M N OF WITNESS POST AND 4.2 M S OF EOP CR 750  N
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3806 ***********************************************************************
 DH3806  DESIGNATION -  FAY01
 DH3806  PID         -  DH3806
 DH3806  STATE/COUNTY-  IL/FAYETTE
 DH3806  USGS QUAD   -  BROWNSTOWN (1985)
 DH3806
 DH3806                         *CURRENT SURVEY CONTROL
 DH3806  ___________________________________________________________________
 DH3806* NAD 83(1997)-  38 59 57.08198(N)    088 55 43.08476(W)     ADJUSTED  
 DH3806* NAVD 88     -       182.3    (meters)     598.     (feet)  GPS OBS   
 DH3806  ___________________________________________________________________
 DH3806  X           -      92,806.365 (meters)                     COMP
 DH3806  Y           -  -4,962,633.225 (meters)                     COMP
 DH3806  Z           -   3,992,341.808 (meters)                     COMP
 DH3806  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DH3806  ELLIP HEIGHT-         150.51  (meters)          (06/10/05) GPS OBS
 DH3806  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 DH3806
 DH3806  HORZ ORDER  -  FIRST
 DH3806  ELLP ORDER  -  THIRD     CLASS II
 DH3806
 DH3806.The horizontal coordinates were established by GPS observations
 DH3806.and adjusted by the National Geodetic Survey in June 2005..
 DH3806
 DH3806.The orthometric height was determined by GPS observations and a
 DH3806.high-resolution geoid model.
 DH3806
 DH3806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3806
 DH3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3806
 DH3806.The ellipsoidal height was determined by GPS observations
 DH3806.and is referenced to NAD 83.
 DH3806
 DH3806.The geoid height was determined by GEOID03.
 DH3806
 DH3806;                    North         East     Units Scale Factor Converg.
 DH3806;SPC IL E     -   259,056.653   248,431.693   MT  1.00000773   -0 22 28.7
 DH3806;SPC IL E     -   849,921.70    815,062.98   sFT  1.00000773   -0 22 28.7
 DH3806;UTM  16      - 4,318,455.934   332,987.607   MT  0.99994347   -1 12 50.4
 DH3806
 DH3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3806!SPC IL E     -   0.99997639  x   1.00000773  =   0.99998412
 DH3806!UTM  16      -   0.99997639  x   0.99994347  =   0.99991986
 DH3806
 DH3806                          SUPERSEDED SURVEY CONTROL
 DH3806
 DH3806.No superseded survey control is available for this station.
 DH3806
 DH3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ3298818456(NAD 83)
 DH3806_MARKER: DD = SURVEY DISK
 DH3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3806_STAMPING: FAY01 2005
 DH3806_MARK LOGO: ILDT  
 DH3806_PROJECTION: FLUSH
 DH3806_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3806+STABILITY: SURFACE MOTION
 DH3806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3806+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 DH3806
 DH3806  HISTORY     - Date     Condition        Report By
 DH3806  HISTORY     - 2005     MONUMENTED       ILDT
 DH3806  HISTORY     - 20050317 GOOD             ILDT
 DH3806
 DH3806                          STATION DESCRIPTION
 DH3806
 DH3806'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH3806'TO REACH FROM THE INTERSECTION OF RT. 40 AND FIRST STREET IN
 DH3806'BROWNSTOWN, GO EAST 1.4 MILES TO THE STATION ON THE LEFT. IT IS IN THE
 DH3806'NORTHWEST QUADRANT OF RT. 40 AND COUNTY 1750E. THE MARK IS 54.6 FT.
 DH3806'NORTH OF THE CENTERLINE OF RT. 40, IT IS 25.8 FT. WEST OF COUNTY ROAD
 DH3806'1750E AND 25 FT. SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3805 ***********************************************************************
 DH3805  DESIGNATION -  FAY02
 DH3805  PID         -  DH3805
 DH3805  STATE/COUNTY-  IL/FAYETTE
 DH3805  USGS QUAD   -  HERRICK (1982)
 DH3805
 DH3805                         *CURRENT SURVEY CONTROL
 DH3805  ___________________________________________________________________
 DH3805* NAD 83(1997)-  39 07 46.92201(N)    088 54 26.16460(W)     ADJUSTED  
 DH3805* NAVD 88     -       179.5    (meters)     589.     (feet)  GPS OBS   
 DH3805  ___________________________________________________________________
 DH3805  X           -      94,482.841 (meters)                     COMP
 DH3805  Y           -  -4,953,466.515 (meters)                     COMP
 DH3805  Z           -   4,003,589.880 (meters)                     COMP
 DH3805  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DH3805  ELLIP HEIGHT-         147.45  (meters)          (06/10/05) GPS OBS
 DH3805  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DH3805
 DH3805  HORZ ORDER  -  FIRST
 DH3805  ELLP ORDER  -  THIRD     CLASS II
 DH3805
 DH3805.The horizontal coordinates were established by GPS observations
 DH3805.and adjusted by the National Geodetic Survey in June 2005..
 DH3805
 DH3805.The orthometric height was determined by GPS observations and a
 DH3805.high-resolution geoid model.
 DH3805
 DH3805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3805
 DH3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3805
 DH3805.The ellipsoidal height was determined by GPS observations
 DH3805.and is referenced to NAD 83.
 DH3805
 DH3805.The geoid height was determined by GEOID03.
 DH3805
 DH3805;                    North         East     Units Scale Factor Converg.
 DH3805;SPC IL E     -   273,533.472   250,374.075   MT  1.00000531   -0 21 43.9
 DH3805;SPC IL E     -   897,417.73    821,435.61   sFT  1.00000531   -0 21 43.9
 DH3805;UTM  16      - 4,332,901.727   335,142.001   MT  0.99993466   -1 12 14.1
 DH3805
 DH3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3805!SPC IL E     -   0.99997687  x   1.00000531  =   0.99998218
 DH3805!UTM  16      -   0.99997687  x   0.99993466  =   0.99991153
 DH3805
 DH3805                          SUPERSEDED SURVEY CONTROL
 DH3805
 DH3805.No superseded survey control is available for this station.
 DH3805
 DH3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ3514232902(NAD 83)
 DH3805_MARKER: DD = SURVEY DISK
 DH3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3805_STAMPING: FAY02 2005
 DH3805_MARK LOGO: ILDT  
 DH3805_PROJECTION: FLUSH
 DH3805_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3805+STABILITY: SURFACE MOTION
 DH3805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3805+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 DH3805
 DH3805  HISTORY     - Date     Condition        Report By
 DH3805  HISTORY     - 2005     MONUMENTED       ILDT
 DH3805  HISTORY     - 20050317 GOOD             ILDT
 DH3805
 DH3805                          STATION DESCRIPTION
 DH3805
 DH3805'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH3805'TO REACH FROM THE INTERSECTION OF RT. 51 AND MAIN STREET IN RAMSEY
 DH3805'IL., GO EAST ON MAIN STREET (COUNTY ROAD 24) 11.57 MILES TO THE
 DH3805'STATION ON THE RIGHT. IT IS .50 MILE WEST OF CR. 1900E. THE MARK IS
 DH3805'1.0 FT. NORTH OF A FIBERGLASS WITNESS POST, IT IS 36.7 FT. SOUTH OF
 DH3805'CENTERLINE OF COUNTY ROAD 24 AND 70.5 FT. EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3807 ***********************************************************************
 DH3807  DESIGNATION -  FAY03
 DH3807  PID         -  DH3807
 DH3807  STATE/COUNTY-  IL/FAYETTE
 DH3807  USGS QUAD   -  VERA (1982)
 DH3807
 DH3807                         *CURRENT SURVEY CONTROL
 DH3807  ___________________________________________________________________
 DH3807* NAD 83(1997)-  39 03 21.22279(N)    089 00 08.16715(W)     ADJUSTED  
 DH3807* NAVD 88     -       167.3    (meters)     549.     (feet)  GPS OBS   
 DH3807  ___________________________________________________________________
 DH3807  X           -      86,359.303 (meters)                     COMP
 DH3807  Y           -  -4,958,773.140 (meters)                     COMP
 DH3807  Z           -   3,997,222.864 (meters)                     COMP
 DH3807  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DH3807  ELLIP HEIGHT-         135.46  (meters)          (06/10/05) GPS OBS
 DH3807  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 DH3807
 DH3807  HORZ ORDER  -  FIRST
 DH3807  ELLP ORDER  -  THIRD     CLASS II
 DH3807
 DH3807.The horizontal coordinates were established by GPS observations
 DH3807.and adjusted by the National Geodetic Survey in June 2005..
 DH3807
 DH3807.The orthometric height was determined by GPS observations and a
 DH3807.high-resolution geoid model.
 DH3807
 DH3807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3807
 DH3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3807
 DH3807.The ellipsoidal height was determined by GPS observations
 DH3807.and is referenced to NAD 83.
 DH3807
 DH3807.The geoid height was determined by GEOID03.
 DH3807
 DH3807;                    North         East     Units Scale Factor Converg.
 DH3807;SPC IL E     -   265,396.123   242,099.332   MT  1.00001626   -0 25 17.4
 DH3807;SPC IL E     -   870,720.45    794,287.56   sFT  1.00001626   -0 25 17.4
 DH3807;UTM  16      - 4,324,887.187   326,749.197   MT  0.99996960   -1 15 42.8
 DH3807
 DH3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3807!SPC IL E     -   0.99997875  x   1.00001626  =   0.99999501
 DH3807!UTM  16      -   0.99997875  x   0.99996960  =   0.99994835
 DH3807
 DH3807                          SUPERSEDED SURVEY CONTROL
 DH3807
 DH3807.No superseded survey control is available for this station.
 DH3807
 DH3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ2674924887(NAD 83)
 DH3807_MARKER: DD = SURVEY DISK
 DH3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3807_STAMPING: FAY03 2005
 DH3807_MARK LOGO: ILDT  
 DH3807_PROJECTION: FLUSH
 DH3807_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3807+STABILITY: SURFACE MOTION
 DH3807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3807+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DH3807
 DH3807  HISTORY     - Date     Condition        Report By
 DH3807  HISTORY     - 2005     MONUMENTED       ILDT
 DH3807  HISTORY     - 20050317 GOOD             ILDT
 DH3807  HISTORY     - 20060201 GOOD             ILDT
 DH3807
 DH3807                          STATION DESCRIPTION
 DH3807
 DH3807'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH3807'TO REACH FROM THE INTERSECTION OF RT. 40 AND COUNTY ROAD 3 (1800E) GO
 DH3807'NORTH ON COUNTY ROAD 3 FOR 4.75 MILES TO COUNTY 2300N, TURN LEFT AND
 DH3807'PROCEED WEST FOR 3.5 MILES TO COUNTY ROAD 1450E AND TURN LEFT AND
 DH3807'PROCEED SOUTH FOR 1.0 MILES TO COUNTY ROAD 2200N AND TURN RIGHT AND
 DH3807'PROCEED WEST FOR 1.0 MILES AND THE STATION ON  THE RIGHT IN THE
 DH3807'NORTHWEST QUADRANT OF THE INTERSECTION. THE MARK IS 26.0 FT. NORTH OF
 DH3807'COUNTY ROAD 2200N, IT IS 25.6 FT. WEST OF COUNTY ROAD 1350E AND 8.9
 DH3807'FT. NORTHWEST OF A LARGE SQUARE CONCRETE POST.
 DH3807
 DH3807                          STATION RECOVERY (2006)
 DH3807
 DH3807'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006
 DH3807'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3808 ***********************************************************************
 DH3808  DESIGNATION -  FAY04
 DH3808  PID         -  DH3808
 DH3808  STATE/COUNTY-  IL/FAYETTE
 DH3808  USGS QUAD   -  VERA (1982)
 DH3808
 DH3808                         *CURRENT SURVEY CONTROL
 DH3808  ___________________________________________________________________
 DH3808* NAD 83(1997)-  39 01 40.76322(N)    089 06 32.44711(W)     ADJUSTED  
 DH3808* NAVD 88     -       165.8    (meters)     544.     (feet)  GPS OBS   
 DH3808  ___________________________________________________________________
 DH3808  X           -      77,151.083 (meters)                     COMP
 DH3808  Y           -  -4,960,875.467 (meters)                     COMP
 DH3808  Z           -   3,994,815.756 (meters)                     COMP
 DH3808  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DH3808  ELLIP HEIGHT-         134.00  (meters)          (06/10/05) GPS OBS
 DH3808  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 DH3808
 DH3808  HORZ ORDER  -  FIRST
 DH3808  ELLP ORDER  -  FIRST     CLASS I
 DH3808
 DH3808.The horizontal coordinates were established by GPS observations
 DH3808.and adjusted by the National Geodetic Survey in June 2005..
 DH3808
 DH3808.The orthometric height was determined by GPS observations and a
 DH3808.high-resolution geoid model.
 DH3808
 DH3808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3808
 DH3808.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3808
 DH3808.The ellipsoidal height was determined by GPS observations
 DH3808.and is referenced to NAD 83.
 DH3808
 DH3808.The geoid height was determined by GEOID03.
 DH3808
 DH3808;                    North         East     Units Scale Factor Converg.
 DH3808;SPC IL E     -   262,371.579   232,833.384   MT  1.00003053   -0 29 18.5
 DH3808;SPC IL E     -   860,797.42    763,887.53   sFT  1.00003053   -0 29 18.5
 DH3808;UTM  16      - 4,321,998.934   317,440.206   MT  1.00001040   -1 19 42.3
 DH3808
 DH3808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3808!SPC IL E     -   0.99997898  x   1.00003053  =   1.00000951
 DH3808!UTM  16      -   0.99997898  x   1.00001040  =   0.99998938
 DH3808
 DH3808                          SUPERSEDED SURVEY CONTROL
 DH3808
 DH3808.No superseded survey control is available for this station.
 DH3808
 DH3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1744021999(NAD 83)
 DH3808_MARKER: DD = SURVEY DISK
 DH3808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3808_STAMPING: FAY04 2005
 DH3808_MARK LOGO: ILDT  
 DH3808_PROJECTION: FLUSH
 DH3808_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3808+STABILITY: SURFACE MOTION
 DH3808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3808+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 DH3808
 DH3808  HISTORY     - Date     Condition        Report By
 DH3808  HISTORY     - 2005     MONUMENTED       ILDT
 DH3808  HISTORY     - 20050317 GOOD             ILDT
 DH3808
 DH3808                          STATION DESCRIPTION
 DH3808
 DH3808'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CW)
 DH3808'TO REACH  FROM U.S. 51 WHERE IT CROSSES INTERSTATE 70 IN VANDALIA GO
 DH3808'3.4 MILES NORTH TO COUNTY ROAD 13, TURN LEFT ( WEST ) AND GO .65 MILE
 DH3808'WEST TO STATION ON THE RIGHT. THE MARK IS 43.0 FT. NORTH OF COUNTY
 DH3808'ROAD 13, IT IS 28.2 FT. WEST SOUTH WEST OF POWER POLE, AND 1.2  FT.
 DH3808'SOUTH OF FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1489 ***********************************************************************
 NH1489  DESIGNATION -  FAYETTE
 NH1489  PID         -  NH1489
 NH1489  STATE/COUNTY-  IL/WINNEBAGO
 NH1489  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH1489
 NH1489                         *CURRENT SURVEY CONTROL
 NH1489  ___________________________________________________________________
 NH1489* NAD 83(1997)-  42 10 02.14526(N)    089 05 15.24863(W)     ADJUSTED  
 NH1489* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 NH1489  ___________________________________________________________________
 NH1489  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 NH1489  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NH1489
 NH1489  HORZ ORDER  -  SECOND
 NH1489
 NH1489.The horizontal coordinates were established by classical geodetic methods
 NH1489.and adjusted by the National Geodetic Survey in October 1999..
 NH1489
 NH1489.The orthometric height was scaled from a topographic map.
 NH1489
 NH1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1489
 NH1489.The geoid height was determined by GEOID03.
 NH1489
 NH1489;                    North         East     Units Scale Factor Converg.
 NH1489;SPC IL W     -   611,223.858   789,164.831   MT  1.00003897   +0 43 28.0
 NH1489;SPC IL W     - 2,005,323.61  2,589,118.28   sFT  1.00003897   +0 43 28.0
 NH1489;SPC IL E     -   610,956.202   237,676.285   MT  1.00002277   -0 30 22.8
 NH1489;SPC IL E     - 2,004,445.47    779,776.28   sFT  1.00002277   -0 30 22.8
 NH1489;UTM  16      - 4,670,456.762   327,562.154   MT  0.99996588   -1 24 06.2
 NH1489
 NH1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1489!SPC IL W     -   0.99997055  x   1.00003897  =   1.00000952
 NH1489!SPC IL E     -   0.99997055  x   1.00002277  =   0.99999332
 NH1489!UTM  16      -   0.99997055  x   0.99996588  =   0.99993643
 NH1489
 NH1489:                Primary Azimuth Mark                     Grid Az
 NH1489:SPC IL W     -  EFFINGHAM                                005 47 55.1
 NH1489:SPC IL E     -  EFFINGHAM                                007 01 45.9
 NH1489:UTM  16      -  EFFINGHAM                                007 55 29.3
 NH1489
 NH1489|---------------------------------------------------------------------|
 NH1489| PID    Reference Object                     Distance      Geod. Az  |
 NH1489|                                                           dddmmss.s |
 NH1489| NH0612 EFFINGHAM                           APPROX. 1.0 KM 0063123.1 |
 NH1489| CI8665 FAYETTE RM                            5.800 METERS 12110     |
 NH1489|---------------------------------------------------------------------|
 NH1489
 NH1489                          SUPERSEDED SURVEY CONTROL
 NH1489
 NH1489  NAD 83(1997)-  42 10 02.14577(N)    089 05 15.25029(W) AD(       ) 2
 NH1489  NAD 83(1986)-  42 10 02.14357(N)    089 05 15.25658(W) AD(       ) 2
 NH1489  NAD 27      -  42 10 02.06350(N)    089 05 14.87240(W) AD(       ) 2
 NH1489
 NH1489.Superseded values are not recommended for survey control.
 NH1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1489.See file dsdata.txt to determine how the superseded data were derived.
 NH1489
 NH1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2756270457(NAD 83)
 NH1489_MARKER: DS = TRIANGULATION STATION DISK
 NH1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1489
 NH1489  HISTORY     - Date     Condition        Report By
 NH1489  HISTORY     - 1920     MONUMENTED       CGS
 NH1489  HISTORY     - 1954     GOOD             CGS
 NH1489  HISTORY     - 1972     GOOD             ILDT
 NH1489  HISTORY     - 1981     POOR             ILDT
 NH1489  HISTORY     - 19970321 MARK NOT FOUND   USPSQD
 NH1489
 NH1489                          STATION DESCRIPTION
 NH1489
 NH1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1489'STATION IS ABOUT 7-1/4 MILES S OF ROCKFORD, ON THE E SIDE
 NH1489'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, ON THE
 NH1489'E BANK OF A DEEP CUT 140 YARDS S OF A ROAD CROSSING, 220 YARDS
 NH1489'DIRECTLY W OF JOHN GAIRS RESIDENCE, AND 7.82 METERS (25.66
 NH1489'FEET) E OF THE E AND NEAREST RAIL.  THE SURFACE, UNDERGROUND,
 NH1489'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH1489'THE REFERENCE MARK
 NH1489'IS ON THE SAME SIDE OF THE TRACK NEAR THE FENCE LINE, 5.80
 NH1489'METERS (19.03 FEET) FROM THE STATION, S 58 DEG 50 MIN E.
 NH1489
 NH1489                          STATION RECOVERY (1954)
 NH1489
 NH1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1489'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1920.
 NH1489'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 NH1489'ADDITIONS--
 NH1489'
 NH1489'ADD--11.8 FT. W-NW OF THE THIRD TELEPHONE POLE S OF THE
 NH1489'CROSSING.
 NH1489'
 NH1489'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY
 NH1489'2, GO NW ON STATE HIGHWAY 2 FOR 0.2 MI. TO BAXTER ROAD, TURN
 NH1489'LEFT AND GO W FOR 0.6 MI. TO A RAILROAD CROSSING AND THE STATION
 NH1489'TO THE LEFT OR S.
 NH1489
 NH1489                          STATION RECOVERY (1972)
 NH1489
 NH1489'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RL)
 NH1489'FAYETTE 1920-GOOD
 NH1489'
 NH1489'FAYETTE 1920-REF. GOOD
 NH1489
 NH1489                          STATION RECOVERY (1981)
 NH1489
 NH1489'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1981 (JH)
 NH1489'FAYETTE 1920 STATION WAS FOUND LEANING 5 DEG TO THE SOUTH.
 NH1489'
 NH1489'FAYETTE 1920 REFERENCE MARK WAS NOT FOUND.
 NH1489'
 NH1489'STATION IS BADLY DISTURBED.
 NH1489'
 NH1489'DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/4 MILES S OF
 NH1489'ROCKFORD.
 NH1489
 NH1489                          STATION RECOVERY (1997)
 NH1489
 NH1489'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1636 ***********************************************************************
 LC1636  DESIGNATION -  FEDER 2
 LC1636  PID         -  LC1636
 LC1636  STATE/COUNTY-  IL/CHAMPAIGN
 LC1636  USGS QUAD   -  RANTOUL (1984)
 LC1636
 LC1636                         *CURRENT SURVEY CONTROL
 LC1636  ___________________________________________________________________
 LC1636* NAD 83(1986)-  40 21 27.     (N)    088 08 55.     (W)     SCALED    
 LC1636* NAVD 88     -       243.27   (meters)     798.1    (feet)  RESET     
 LC1636  ___________________________________________________________________
 LC1636  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC1636
 LC1636  VERT ORDER  -  THIRD
 LC1636
 LC1636.The horizontal coordinates were scaled from a topographic map and have
 LC1636.an estimated accuracy of +/- 6 seconds.
 LC1636
 LC1636.The orthometric height was computed from unverified reset data.
 LC1636.No vertical observational check was made to the station.
 LC1636
 LC1636.The geoid height was determined by GEOID03.
 LC1636
 LC1636;                    North         East    Units  Estimated Accuracy
 LC1636;SPC IL E     -   409,710.      315,690.      MT  (+/- 180 meters Scaled)
 LC1636
 LC1636                          SUPERSEDED SURVEY CONTROL
 LC1636
 LC1636  NGVD 29 (03/28/06)  243.32   (m)          798.3    (f) RESET       3  
 LC1636
 LC1636.Superseded values are not recommended for survey control.
 LC1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1636.See file dsdata.txt to determine how the superseded data were derived.
 LC1636
 LC1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK024680(NAD 83)
 LC1636_MARKER: DH = HORIZONTAL CONTROL DISK
 LC1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1636_STAMPING: FEDER 2 1981
 LC1636_MARK LOGO: NGS   
 LC1636_PROJECTION: PROJECTING 5 CENTIMETERS
 LC1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1636+STABILITY: SURFACE MOTION
 LC1636
 LC1636  HISTORY     - Date     Condition        Report By
 LC1636  HISTORY     - 1981     MONUMENTED       NGS
 LC1636  HISTORY     - 19810615 GOOD             NGS
 LC1636  HISTORY     - 20051207 POOR             ILDT
 LC1636
 LC1636                          STATION DESCRIPTION
 LC1636
 LC1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LC1636'3.9 MI NW FROM RANTOUL.
 LC1636'3.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH U.S.
 LC1636'HIGHWAY 136 IN RANTOUL, THENCE 0.5 MILE WEST ALONG A PAVED ROAD
 LC1636'TO THE MARK ON THE LEFT, 17.0 FEET WEST OF A POWER POLE, AND 21.0
 LC1636'FEET SOUTH OF THE CENTERLINE OF PAVED ROAD.
 LC1636'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 LC1636
 LC1636                          STATION RECOVERY (1981)
 LC1636
 LC1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LC1636'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NW OF RANTOUL, ON ROAD
 LC1636'RIGHT OF WAY, 5.2 METERS (17.1 FT) W OF A POWER POLE, 6.4 METERS (21.0
 LC1636'FT) S OF THE CENTERLINE OF A PAVED ROAD, 0.40 KM (0.25 MI) E OF
 LC1636'INTERSTATE HWY STAND 0.3 METERS (1.0 FT) E OF A METAL WITNESS POST.
 LC1636'THE ROUND CONCRETE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 LC1636'STAMPED---FEDED 2 1981---.  TO REACH THE STATION FROM THE JUNCTION OF
 LC1636'U.S HWYS 136 AND 45 AT RANTOUL, GO N ON HWY 45 FOR 5.5 KM (3.40 MI) TO
 LC1636'A CROSSROAD.  TURN LEFT AND GO W ON PAVED ROAD FOR 0.8 KM (0.50 MI) TO
 LC1636'THE STATION ON THE LEFT.  CONTINUE W 0.40 KM (0.25 MI) TO THE W END OF
 LC1636'OVERPASS OF INTERSTATE HWY 57 AND THE AZ MK ON THE RIGHT.  RM 5 IS A
 LC1636'STANDARD PRE-CAST ALUMINUM MONUMENT PROJECTING 2 INCHES,
 LC1636'STAMPED---FEDER 2 NO 5 1981---, 0.3 METERS (1.0 FT) W OF A POWER POLE
 LC1636'AND 6.4 METERS (21.0 FT) S OF THE CENTERLINE OF THE ROAD. RM 6 IS A
 LC1636'STANDARD PRE-CAST ALUMINUM MONUMENT, FLUSH WITH THE GROUND,
 LC1636'STAMPED---FEDER NO 6 1981---, 9.4 METERS (30.8 FT) W OF POWER POLE,
 LC1636'0.3 METERS (1.0 FT) SE OF A METAL WITNESS POST AND 6.4 METERS (21.0
 LC1636'FT) S OF THE CENTELINE OF THE ROAD.  THE AZ MK IS A STANDARD DISK,
 LC1636'STAMPED---FEDER 2 1981---, SET IN A DRILL HOLE IN THE TOP AND NW
 LC1636'ABUTTMENT OF BRIDGE OVER PASS OF INTERSTATE HWY 57, 0.3 METERS (1.0
 LC1636'FT) E OF THE W END OF THE ABUTTMENT AND ABOUT 0.8 METERS (2.6 FT)
 LC1636'ABOVE THE BRIDGE FLOOR.
 LC1636
 LC1636                          STATION RECOVERY (2005)
 LC1636
 LC1636'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1636'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1637 ***********************************************************************
 LC1637  DESIGNATION -  FEDER 2 RM 5
 LC1637  PID         -  LC1637
 LC1637  STATE/COUNTY-  IL/CHAMPAIGN
 LC1637  USGS QUAD   -  RANTOUL (1984)
 LC1637
 LC1637                         *CURRENT SURVEY CONTROL
 LC1637  ___________________________________________________________________
 LC1637* NAD 83(1986)-  40 21 27.     (N)    088 08 55.     (W)     SCALED    
 LC1637* NAVD 88     -       243.35   (meters)     798.4    (feet)  RESET     
 LC1637  ___________________________________________________________________
 LC1637  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC1637
 LC1637  VERT ORDER  -  THIRD
 LC1637
 LC1637.The horizontal coordinates were scaled from a topographic map and have
 LC1637.an estimated accuracy of +/- 6 seconds.
 LC1637
 LC1637.The orthometric height was computed from unverified reset data.
 LC1637.No vertical observational check was made to the station.
 LC1637
 LC1637.The geoid height was determined by GEOID03.
 LC1637
 LC1637;                    North         East    Units  Estimated Accuracy
 LC1637;SPC IL E     -   409,710.      315,690.      MT  (+/- 180 meters Scaled)
 LC1637
 LC1637                          SUPERSEDED SURVEY CONTROL
 LC1637
 LC1637  NGVD 29 (03/28/06)  243.40   (m)          798.6    (f) RESET       3  
 LC1637
 LC1637.Superseded values are not recommended for survey control.
 LC1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1637.See file dsdata.txt to determine how the superseded data were derived.
 LC1637
 LC1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK024680(NAD 83)
 LC1637_MARKER: DR = REFERENCE MARK DISK
 LC1637_SETTING: 0 = UNSPECIFIED SETTING
 LC1637_STAMPING: FEDER 2 NO 5 1981
 LC1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1637
 LC1637  HISTORY     - Date     Condition        Report By
 LC1637  HISTORY     - 1981     MONUMENTED       NGS
 LC1637  HISTORY     - 20051207 POOR             ILDT
 LC1637
 LC1637                          STATION DESCRIPTION
 LC1637
 LC1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LC1637'3.9 MI NW FROM RANTOUL.
 LC1637'3.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH U.S.
 LC1637'HIGHWAY 136 IN RANTOUL, THENCE 0.5 WEST ALONG A PAVED ROAD TO THE
 LC1637'MARK ON THE LEFT, A PRE-CAST ALUMINUM MONUMENT, 21.0 FEET SOUTH OF
 LC1637'THE CENTERLINE OF PAVED ROAD, AND 1.0 FOOT WEST OF A POWER POLE.
 LC1637'THE MARK IS 17.0 FT  E FROM A WITNESS POST.
 LC1637
 LC1637                          STATION RECOVERY (2005)
 LC1637
 LC1637'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1637'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1638 ***********************************************************************
 LC1638  DESIGNATION -  FEDER 2 RM 6
 LC1638  PID         -  LC1638
 LC1638  STATE/COUNTY-  IL/CHAMPAIGN
 LC1638  USGS QUAD   -  RANTOUL (1984)
 LC1638
 LC1638                         *CURRENT SURVEY CONTROL
 LC1638  ___________________________________________________________________
 LC1638* NAD 83(1986)-  40 21 27.     (N)    088 08 55.     (W)     SCALED    
 LC1638* NAVD 88     -       243.19   (meters)     797.9    (feet)  RESET     
 LC1638  ___________________________________________________________________
 LC1638  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC1638
 LC1638  VERT ORDER  -  THIRD
 LC1638
 LC1638.The horizontal coordinates were scaled from a topographic map and have
 LC1638.an estimated accuracy of +/- 6 seconds.
 LC1638
 LC1638.The orthometric height was computed from unverified reset data.
 LC1638.No vertical observational check was made to the station.
 LC1638
 LC1638.The geoid height was determined by GEOID03.
 LC1638
 LC1638;                    North         East    Units  Estimated Accuracy
 LC1638;SPC IL E     -   409,710.      315,690.      MT  (+/- 180 meters Scaled)
 LC1638
 LC1638                          SUPERSEDED SURVEY CONTROL
 LC1638
 LC1638  NGVD 29 (03/28/06)  243.24   (m)          798.0    (f) RESET       3  
 LC1638
 LC1638.Superseded values are not recommended for survey control.
 LC1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1638.See file dsdata.txt to determine how the superseded data were derived.
 LC1638
 LC1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK024680(NAD 83)
 LC1638_MARKER: DR = REFERENCE MARK DISK
 LC1638_SETTING: 0 = UNSPECIFIED SETTING
 LC1638_STAMPING: FEDER 2 NO 6 1981
 LC1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1638
 LC1638  HISTORY     - Date     Condition        Report By
 LC1638  HISTORY     - 1981     MONUMENTED       NGS
 LC1638  HISTORY     - 20051207 POOR             ILDT
 LC1638
 LC1638                          STATION DESCRIPTION
 LC1638
 LC1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LC1638'3.9 MI NW FROM RANTOUL.
 LC1638'3.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH U.S.
 LC1638'HIGHWAY 136 IN RANTOUL, THENCE 0.5 MILE WEST ALONG A PAVED ROAD TO
 LC1638'MARK ON THE LEFT, A PRE-CAST ALUMINUM MONUMENT, 31.0 FEET WEST OF
 LC1638'A POWER POLE, AND 21.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 LC1638
 LC1638                          STATION RECOVERY (2005)
 LC1638
 LC1638'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1638'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0218 ***********************************************************************
 JB0218  DESIGNATION -  FELIX
 JB0218  PID         -  JB0218
 JB0218  STATE/COUNTY-  IL/WAYNE
 JB0218  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0218
 JB0218                         *CURRENT SURVEY CONTROL
 JB0218  ___________________________________________________________________
 JB0218* NAD 83(1997)-  38 16 13.10122(N)    088 22 29.84711(W)     ADJUSTED  
 JB0218* NAVD 88     -       114.639  (meters)     376.11   (feet)  ADJUSTED  
 JB0218  ___________________________________________________________________
 JB0218  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 JB0218  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JB0218  DYNAMIC HT  -         114.566 (meters)     375.87  (feet)  COMP
 JB0218  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 JB0218
 JB0218  HORZ ORDER  -  SECOND
 JB0218  VERT ORDER  -  SECOND    CLASS 0
 JB0218
 JB0218.The horizontal coordinates were established by classical geodetic methods
 JB0218.and adjusted by the National Geodetic Survey in October 1999..
 JB0218
 JB0218.The orthometric height was determined by differential leveling
 JB0218.and adjusted by the National Geodetic Survey in June 1991..
 JB0218
 JB0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0218
 JB0218.The geoid height was determined by GEOID03.
 JB0218
 JB0218.The dynamic height is computed by dividing the NAVD 88
 JB0218.geopotential number by the normal gravity value computed on the
 JB0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0218.degrees latitude (g = 980.6199 gals.).
 JB0218
 JB0218.The modeled gravity was interpolated from observed gravity values.
 JB0218
 JB0218;                    North         East     Units Scale Factor Converg.
 JB0218;SPC IL E     -   177,978.615   296,357.595   MT  0.99997516   -0 01 32.8
 JB0218;SPC IL E     -   583,918.17    972,299.88   sFT  0.99997516   -0 01 32.8
 JB0218;UTM  16      - 4,236,700.663   379,724.131   MT  0.99977816   -0 51 06.2
 JB0218
 JB0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0218!SPC IL E     -   0.99998679  x   0.99997516  =   0.99996196
 JB0218!UTM  16      -   0.99998679  x   0.99977816  =   0.99976496
 JB0218
 JB0218|---------------------------------------------------------------------|
 JB0218| PID    Reference Object                     Distance      Geod. Az  |
 JB0218|                                                           dddmmss.s |
 JB0218| JB0219 FELIX RM 1                           31.326 METERS 00511     |
 JB0218| JB0217 FELIX AZ MK                                        0911219.4 |
 JB0218| JB0220 FELIX RM 2                           36.415 METERS 26023     |
 JB0218|---------------------------------------------------------------------|
 JB0218
 JB0218                          SUPERSEDED SURVEY CONTROL
 JB0218
 JB0218  NAD 83(1997)-  38 16 13.10585(N)    088 22 29.84566(W) AD(       ) 2
 JB0218  NAD 83(1997)-  38 16 13.11269(N)    088 22 29.84681(W) AD(       ) 2
 JB0218  NAD 83(1986)-  38 16 13.11436(N)    088 22 29.84751(W) AD(       ) 2
 JB0218  NAD 27      -  38 16 12.94475(N)    088 22 29.67805(W) AD(       ) 2
 JB0218  NGVD 29 (??/??/92)  114.760  (m)          376.51   (f) ADJ UNCH    2 0
 JB0218
 JB0218.Superseded values are not recommended for survey control.
 JB0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0218.See file dsdata.txt to determine how the superseded data were derived.
 JB0218
 JB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7972436701(NAD 83)
 JB0218_MARKER: DE = TRAVERSE STATION DISK
 JB0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0218_STAMPING: FELIX 1961
 JB0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0218+STABILITY: SURFACE MOTION
 JB0218
 JB0218  HISTORY     - Date     Condition        Report By
 JB0218  HISTORY     - 1961     MONUMENTED       CGS
 JB0218  HISTORY     - 1961     GOOD             CGS
 JB0218
 JB0218                          STATION DESCRIPTION
 JB0218
 JB0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0218'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF FAIRFIELD, ABOUT 2
 JB0218'MILES NORTHWEST OF
 JB0218'MILL SHOALS, ABOUT 1 MILE SOUTHWEST OF THE VILLAGE OF
 JB0218'BARNHILL, ABOUT 1 MILE WEST OF
 JB0218'U S HIGHWAY 45 AND ABOUT 1 MILE NORTH
 JB0218'OF THE CORNER OF WAYNE, HAMILTON AND WHITE COUNTIES.
 JB0218'
 JB0218'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 45 AND STATE
 JB0218'HIGHWAY 15 IN FAIRFIELD,
 JB0218'GO SOUTH ON U S HIGHWAY 45 FOR 6.75 MILES TO CROSSROAD
 JB0218'AND SIGN BARNHILL, TURN RIGHT,
 JB0218'GO WEST ON GRAVEL ROAD FOR 0.75 MILE
 JB0218'TO THE POST OFFICE AT BARNHILL, CONTINUE WEST FOR
 JB0218'0.25 MILE TO A SIDE
 JB0218'ROAD LEFT, TURN LEFT, GO SOUTH FOR 1 MILE TO A SIDE ROAD RIGHT AND
 JB0218'THE AZIMUTH MARK
 JB0218'ON RIGHT, TURN RIGHT, GO WEST FOR 0.25 MILE TO THE
 JB0218'STATION ON THE RIGHT.
 JB0218'
 JB0218'STATION MARK, A STANDARD TRAVERSE SET IN TOP OF A 12 INCH SQUARE
 JB0218'CONCRETE POST WHICH IS SET
 JB0218'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0218'FELIX 1961.  THE MARK IS 93
 JB0218'FEET EAST OF A TRACK ROAD, 33.5 FEET
 JB0218'SOUTHEAST OF THE EAST SIDE OF 3 OIL STORAGE
 JB0218'TANKS, 29 FEET
 JB0218'WEST-NORTHWEST OF A TRIANGLE BLAZED TREE, 28 FEET NORTH OF THE
 JB0218'CENTER OF ROAD AND
 JB0218'18.0 FEET NORTHWEST OF WITNESS POST.
 JB0218'
 JB0218'REFERENCE MARK 1, A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 JB0218'CONCRETE POST WHICH IS
 JB0218'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0218'FELIX NO 1 1961.  THE MARK IS
 JB0218'131 FEET NORTH OF CENTER OF ROAD, 116.5
 JB0218'FEET NORTH OF WITNESS POST, 83 FEET NORTHEAST OF
 JB0218'THE EAST SIDE OF 3
 JB0218'OIL STORAGE TANKS AND 46.5 FEET NORTH OF A LARGE TREE.
 JB0218'
 JB0218'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0218'SQUARE CONCRETE POST
 JB0218'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0218'IS STAMPED FELIX NO 2 1961.  THE
 JB0218'MARK IS 129.5 FEET WEST OF WITNESS
 JB0218'POST, 79 FEET SOUTHWEST OF THE WEST SIDE OF 3 OIL
 JB0218'STORAGE TANKS AND
 JB0218'29.5 FEET SOUTHWEST OF CENTER OF A TRACK ROAD.
 JB0218'
 JB0218'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB0218'CONCRETE POST WHICH IS SET
 JB0218'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0218'FELIX 1961.  THE MARK IS 20.5 FEET
 JB0218'WEST OF CENTER OF ROAD, 14 FEET
 JB0218'NORTH OF CENTER OF ROAD, 5 FEET SOUTHEAST OF A LARGE
 JB0218'TREE AND 1.9
 JB0218'FEET NORTHWEST OF WITNESS POST.
 JB0218'
 JB0218'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 JB0218
 JB0218                          STATION RECOVERY (1961)
 JB0218
 JB0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0218'3.2 MI NW FROM MILL SHOALS.
 JB0218'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN
 JB0218'MILL SHOALS, THENCE 0.55 MILE NORTH ALONG U.S. HIGHWAY 45, THENCE
 JB0218'1.25 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG
 JB0218'A GRAVEL ROAD, THENCE 0.3 MILE WEST ALONG A PRIVATE ROAD TO OIL
 JB0218'WELLS, ABOUT 0.25 MILE WEST, AND ABOUT 1.0 MILE SOUTH ABOUT 0.3
 JB0218'MILE WEST FROM THE POST OFFICE IN BARNHILL, NEAR A FORK IN THE
 JB0218'PRIVATE ROADS TO THE NORTHWEST AND SOUTHWEST, AT TWO OIL STORAGE
 JB0218'TANKS NORTH OF THE ROAD, 28 FEET NORTH OF THE CENTER OF THE
 JB0218'ROAD, 32 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE EAST ONE
 JB0218'OF TWO OIL STORAGE TANKS, 72 FEET EAST-NORTHEAST OF THE EAST
 JB0218'END OF A METAL PIPE CULVERT, 30 FEET WEST-NORTHWEST OF A 12 INCH
 JB0218'TRIANGLE BLAZED TREE, 18.1 FEET NORTHWEST OF A METAL WITNESS
 JB0218'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB0218'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0217 ***********************************************************************
 JB0217  DESIGNATION -  FELIX AZ MK
 JB0217  PID         -  JB0217
 JB0217  STATE/COUNTY-  IL/WAYNE
 JB0217  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0217
 JB0217                         *CURRENT SURVEY CONTROL
 JB0217  ___________________________________________________________________
 JB0217* NAD 83(1986)-  38 16 13.     (N)    088 22 13.     (W)     SCALED    
 JB0217* NAVD 88     -       114.509  (meters)     375.68   (feet)  ADJUSTED  
 JB0217  ___________________________________________________________________
 JB0217  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JB0217  DYNAMIC HT  -         114.436 (meters)     375.45  (feet)  COMP
 JB0217  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 JB0217
 JB0217  VERT ORDER  -  SECOND    CLASS 0
 JB0217
 JB0217.The horizontal coordinates were scaled from a topographic map and have
 JB0217.an estimated accuracy of +/- 6 seconds.
 JB0217
 JB0217.The orthometric height was determined by differential leveling
 JB0217.and adjusted by the National Geodetic Survey in June 1991..
 JB0217
 JB0217.The geoid height was determined by GEOID03.
 JB0217
 JB0217.The dynamic height is computed by dividing the NAVD 88
 JB0217.geopotential number by the normal gravity value computed on the
 JB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0217.degrees latitude (g = 980.6199 gals.).
 JB0217
 JB0217.The modeled gravity was interpolated from observed gravity values.
 JB0217
 JB0217;                    North         East    Units  Estimated Accuracy
 JB0217;SPC IL E     -   177,980.      296,770.      MT  (+/- 180 meters Scaled)
 JB0217
 JB0217                          SUPERSEDED SURVEY CONTROL
 JB0217
 JB0217  NGVD 29 (??/??/92)  114.630  (m)          376.08   (f) ADJ UNCH    2 0
 JB0217
 JB0217.Superseded values are not recommended for survey control.
 JB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0217.See file dsdata.txt to determine how the superseded data were derived.
 JB0217
 JB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH801366(NAD 83)
 JB0217_MARKER: DZ = AZIMUTH MARK DISK
 JB0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0217_STAMPING: FELIX 1961
 JB0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0217+STABILITY: SURFACE MOTION
 JB0217
 JB0217  HISTORY     - Date     Condition        Report By
 JB0217  HISTORY     - 1961     MONUMENTED       CGS
 JB0217
 JB0217                          STATION DESCRIPTION
 JB0217
 JB0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0217'2.8 MI NW FROM MILL SHOALS.
 JB0217'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN
 JB0217'MILL SHOALS, THENCE 0.55 MILE NORTH ALONG U.S. HIGHWAY 45, THENCE
 JB0217'1.25 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG
 JB0217'A GRAVEL ROAD, ABOUT 0.25 MILE WEST, AND ABOUT 1.0 MILE SOUTH
 JB0217'FROM THE POST OFFICE IN BARNHILL, AT THE JUNCTION OF A PRIVATE
 JB0217'ROAD WEST TO OIL WELLS, 19 FEET WEST OF THE CENTER OF THE ROAD,
 JB0217'14 FEET NORTH OF THE CENTER OF THE PRIVATE ROAD, 7 FEET NORTHWEST
 JB0217'OF THE NORTH END OF A CORRUGATED PIPE CULVERT, 6 FEET SOUTHEAST
 JB0217'OF A 30 INCH ASH TREE, 1.9 FEET NORTHWEST OF A METAL WITNESS
 JB0217'POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A
 JB0217'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0219 ***********************************************************************
 JB0219  DESIGNATION -  FELIX RM 1
 JB0219  PID         -  JB0219
 JB0219  STATE/COUNTY-  IL/WAYNE
 JB0219  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0219
 JB0219                         *CURRENT SURVEY CONTROL
 JB0219  ___________________________________________________________________
 JB0219* NAD 83(1986)-  38 16 12.     (N)    088 22 29.     (W)     SCALED    
 JB0219* NAVD 88     -       114.460  (meters)     375.52   (feet)  ADJUSTED  
 JB0219  ___________________________________________________________________
 JB0219  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JB0219  DYNAMIC HT  -         114.387 (meters)     375.28  (feet)  COMP
 JB0219  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 JB0219
 JB0219  VERT ORDER  -  SECOND    CLASS 0
 JB0219
 JB0219.The horizontal coordinates were scaled from a topographic map and have
 JB0219.an estimated accuracy of +/- 6 seconds.
 JB0219
 JB0219.The orthometric height was determined by differential leveling
 JB0219.and adjusted by the National Geodetic Survey in June 1991..
 JB0219
 JB0219.The geoid height was determined by GEOID03.
 JB0219
 JB0219.The dynamic height is computed by dividing the NAVD 88
 JB0219.geopotential number by the normal gravity value computed on the
 JB0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0219.degrees latitude (g = 980.6199 gals.).
 JB0219
 JB0219.The modeled gravity was interpolated from observed gravity values.
 JB0219
 JB0219;                    North         East    Units  Estimated Accuracy
 JB0219;SPC IL E     -   177,950.      296,380.      MT  (+/- 180 meters Scaled)
 JB0219
 JB0219                          SUPERSEDED SURVEY CONTROL
 JB0219
 JB0219  NGVD 29 (??/??/92)  114.582  (m)          375.92   (f) ADJ UNCH    2 0
 JB0219
 JB0219.Superseded values are not recommended for survey control.
 JB0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0219.See file dsdata.txt to determine how the superseded data were derived.
 JB0219
 JB0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH797366(NAD 83)
 JB0219_MARKER: DR = REFERENCE MARK DISK
 JB0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0219_STAMPING: FELIX NO 1 1961
 JB0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0219+STABILITY: SURFACE MOTION
 JB0219
 JB0219  HISTORY     - Date     Condition        Report By
 JB0219  HISTORY     - 1961     MONUMENTED       CGS
 JB0219
 JB0219                          STATION DESCRIPTION
 JB0219
 JB0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0219'3.2 MI NW FROM MILL SHOALS.
 JB0219'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN
 JB0219'MILL SHOALS, THENCE 0.55 MILE NORTH ALONG U.S. HIGHWAY 45, THENCE
 JB0219'1.25 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH ALONG
 JB0219'A GRAVEL ROAD, THENCE 0.3 MILE WEST ALONG A PRIVATE ROAD TO OIL
 JB0219'WELLS, ABOUT 0.25 MILE WEST, ABOUT 1.0 MILE SOUTH, AND ABOUT 0.3
 JB0219'MILE WEST FROM THE POST OFFICE IN BARNHILL, NEAR A FORK IN THE
 JB0219'ROAD TO THE NORTHWEST AND SOUTHWEST, AT TWO OIL STORAGE TANKS
 JB0219'NORTH OF THE ROAD, 131 FEET NORTH OF THE CENTER OF THE ROAD, 79
 JB0219'FEET NORTHEAST OF A PIPE AT THE CENTER OF THE NORTH SIDE OF THE
 JB0219'EAST ONE OF TWO OIL STORAGE TANKS, 47 FEET NORTH OF A 30 INCH
 JB0219'TREE, 102.8 FEET NORTH OF TRAVERSE STATION FELIX, 116.9 FEET
 JB0219'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 JB0219'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0220 ***********************************************************************
 JB0220  DESIGNATION -  FELIX RM 2
 JB0220  PID         -  JB0220
 JB0220  STATE/COUNTY-  IL/WAYNE
 JB0220  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0220
 JB0220                         *CURRENT SURVEY CONTROL
 JB0220  ___________________________________________________________________
 JB0220* NAD 83(1986)-  38 16 12.     (N)    088 22 29.     (W)     SCALED    
 JB0220* NAVD 88     -       114.516  (meters)     375.71   (feet)  ADJUSTED  
 JB0220  ___________________________________________________________________
 JB0220  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JB0220  DYNAMIC HT  -         114.443 (meters)     375.47  (feet)  COMP
 JB0220  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 JB0220
 JB0220  VERT ORDER  -  SECOND    CLASS 0
 JB0220
 JB0220.The horizontal coordinates were scaled from a topographic map and have
 JB0220.an estimated accuracy of +/- 6 seconds.
 JB0220
 JB0220.The orthometric height was determined by differential leveling
 JB0220.and adjusted by the National Geodetic Survey in June 1991..
 JB0220
 JB0220.The geoid height was determined by GEOID03.
 JB0220
 JB0220.The dynamic height is computed by dividing the NAVD 88
 JB0220.geopotential number by the normal gravity value computed on the
 JB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0220.degrees latitude (g = 980.6199 gals.).
 JB0220
 JB0220.The modeled gravity was interpolated from observed gravity values.
 JB0220
 JB0220;                    North         East    Units  Estimated Accuracy
 JB0220;SPC IL E     -   177,950.      296,380.      MT  (+/- 180 meters Scaled)
 JB0220
 JB0220                          SUPERSEDED SURVEY CONTROL
 JB0220
 JB0220  NGVD 29 (??/??/92)  114.637  (m)          376.10   (f) ADJ UNCH    2 0
 JB0220
 JB0220.Superseded values are not recommended for survey control.
 JB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0220.See file dsdata.txt to determine how the superseded data were derived.
 JB0220
 JB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH797366(NAD 83)
 JB0220_MARKER: DR = REFERENCE MARK DISK
 JB0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0220_STAMPING: FELIX NO 2 1961
 JB0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0220+STABILITY: SURFACE MOTION
 JB0220
 JB0220  HISTORY     - Date     Condition        Report By
 JB0220  HISTORY     - 1961     MONUMENTED       CGS
 JB0220
 JB0220                          STATION DESCRIPTION
 JB0220
 JB0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0220'3.2 MI NW FROM MILL SHOALS.
 JB0220'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN MILL
 JB0220'SHOALS, THENCE 0.55 MILE NORTH ALONG U.S. HIGHWAY 45, THENCE
 JB0220'1.25 MILES WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE NORTH
 JB0220'ALONG A GRAVEL ROAD, THENCE 0.3 MILE WEST ALONG A PRIVATE ROAD
 JB0220'TO OIL WELLS, ABOUT 0.25 MILE WEST ALONG 1.0 MILE SOUTH, AND
 JB0220'ABOUT 0.3 MILE WEST FROM THE POST OFFICE IN BARNHILL, AT A FORK
 JB0220'IN THE ROAD TO THE NORTHWEST AND SOUTHWEST, NEAR TWO OIL STORAGE
 JB0220'TANKS NORTH OF THE ROAD, 38 FEET NORTHWEST OF THE CENTER OF THE
 JB0220'SOUTHWEST FORK OF THE ROAD, 30 FEET SOUTH-SOUTHWEST OF THE
 JB0220'NORTHWEST FORK OF THE ROAD, 89 FEET SOUTHWEST OF THE SOUTHWEST
 JB0220'SIDE OF THE WEST ONE OF TWO OIL STORAGE TANKS, 28 FEET WEST OF
 JB0220'THE WEST END OF A METAL PIPE CULVERT, 119.5 FEET WEST-SOUTHWEST
 JB0220'OF TRAVERSE STATION FELIX, 129.5 FEET WEST OF A METAL WITNESS
 JB0220'POST, ABOUT 0.5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB0220'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1825 ***********************************************************************
 LC1825  DESIGNATION -  FELKEY
 LC1825  PID         -  LC1825
 LC1825  STATE/COUNTY-  IL/LIVINGSTON
 LC1825  USGS QUAD   -  SOUTHEAST PONTIAC (1983)
 LC1825
 LC1825                         *CURRENT SURVEY CONTROL
 LC1825  ___________________________________________________________________
 LC1825* NAD 83(1997)-  40 50 46.23525(N)    088 31 04.25944(W)     ADJUSTED  
 LC1825* NAVD 88     -       207.9    (meters)     682.     (feet)  GPS OBS   
 LC1825  ___________________________________________________________________
 LC1825  X           -     124,979.941 (meters)                     COMP
 LC1825  Y           -  -4,830,297.213 (meters)                     COMP
 LC1825  Z           -   4,149,630.861 (meters)                     COMP
 LC1825  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LC1825  ELLIP HEIGHT-         175.83  (meters)          (02/03/05) GPS OBS
 LC1825  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC1825
 LC1825  HORZ ORDER  -  FIRST
 LC1825  ELLP ORDER  -  FOURTH    CLASS II
 LC1825
 LC1825.The horizontal coordinates were established by GPS observations
 LC1825.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC1825
 LC1825.The orthometric height was determined by GPS observations and a
 LC1825.high-resolution geoid model.
 LC1825
 LC1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1825
 LC1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1825
 LC1825.The ellipsoidal height was determined by GPS observations
 LC1825.and is referenced to NAD 83.
 LC1825
 LC1825.The geoid height was determined by GEOID03.
 LC1825
 LC1825;                    North         East     Units Scale Factor Converg.
 LC1825;SPC IL E     -   463,976.134   284,440.018   MT  0.99997798   -0 07 14.4
 LC1825;SPC IL E     - 1,522,228.37    933,200.29   sFT  0.99997798   -0 07 14.4
 LC1825;UTM  16      - 4,522,790.021   372,047.995   MT  0.99980151   -0 59 34.3
 LC1825
 LC1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1825!SPC IL E     -   0.99997242  x   0.99997798  =   0.99995040
 LC1825!UTM  16      -   0.99997242  x   0.99980151  =   0.99977394
 LC1825
 LC1825:                Primary Azimuth Mark                     Grid Az
 LC1825:SPC IL E     -  SAUNEMIN MUNICIPAL TANK                  060 33 06.7
 LC1825:UTM  16      -  SAUNEMIN MUNICIPAL TANK                  061 25 26.6
 LC1825
 LC1825|---------------------------------------------------------------------|
 LC1825| PID    Reference Object                     Distance      Geod. Az  |
 LC1825|                                                           dddmmss.s |
 LC1825| LC1719 SAUNEMIN MUNICIPAL TANK             APPROX.11.1 KM 0602552.3 |
 LC1825| LC1709 FORREST MUNICIPAL TANK              APPROX.13.9 KM 1401925.3 |
 LC1825| LC1838 FAIRBURY PRESBYTERIAN CH SPIRE      APPROX.11.3 KM 1775446.6 |
 LC1825| LC1837 FAIRBURY MUNICIPAL TANK             APPROX.11.0 KM 1793531.2 |
 LC1825| CI7396 FELKEY AZ MK                                       1811823.9 |
 LC1825| LC1824 PTS 86 MAG USGS ILGS 1939            14.936 METERS 18827     |
 LC1825| CI7397 FELKEY RM 1                          27.671 METERS 22848     |
 LC1825| LC1827 PONTIAC ILL ST PRISON SPIPE         APPROX.10.2 KM 2841416.7 |
 LC1825| LC1829 PONTIAC ILL ST PRISON STK           APPROX.10.2 KM 2843437.6 |
 LC1825| LC1831 PONTIAC RAD WOPP RED LT TOP TR      APPROX.10.7 KM 2845231.5 |
 LC1825| LC1832 PONTIAC LIVINGSTON CTHSE FLAG       APPROX.10.1 KM 2914702.0 |
 LC1825| LC1822 PONTIAC MUNICIPAL STANDPIPE         APPROX. 9.0 KM 2920322.4 |
 LC1825| LC1834 PONTIAC ST MARYS CATH CH            APPROX.10.1 KM 2924526.5 |
 LC1825| CI7398 FELKEY RM 2                          25.756 METERS 31256     |
 LC1825|---------------------------------------------------------------------|
 LC1825
 LC1825                          SUPERSEDED SURVEY CONTROL
 LC1825
 LC1825  NAD 83(1997)-  40 50 46.23667(N)    088 31 04.25926(W) AD(       ) 3
 LC1825  NAD 83(1986)-  40 50 46.24821(N)    088 31 04.26375(W) AD(       ) 3
 LC1825  NAD 83(1986)-  40 50 46.24854(N)    088 31 04.26520(W) AD(       ) 2
 LC1825  NAD 27      -  40 50 46.12400(N)    088 31 04.05900(W) AD(       ) 2
 LC1825
 LC1825.Superseded values are not recommended for survey control.
 LC1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1825.See file dsdata.txt to determine how the superseded data were derived.
 LC1825
 LC1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7204822790(NAD 83)
 LC1825_MARKER: DS = TRIANGULATION STATION DISK
 LC1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1825_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1825+STABILITY: SURFACE MOTION
 LC1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1825+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC1825
 LC1825  HISTORY     - Date     Condition        Report By
 LC1825  HISTORY     - 1939     MONUMENTED       CGS
 LC1825  HISTORY     - 200205   GOOD             ASCPC
 LC1825
 LC1825                          STATION DESCRIPTION
 LC1825
 LC1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1825'THE STATION IS LOCATED 4-1/2 MILES SOUTH AND 1/2 MILE EAST OF
 LC1825'SWYGERT, 1 MILE NORTH OF THE FELKEY SLOUGH, AND IN THE SOUTHWEST
 LC1825'CORNER OF THE SOUTHEAST QUARTER OF SEC. 34, T. 28 N., R. 6 E.
 LC1825'IT IS SET ON THE WEST SIDE OF A NORTH-AND-SOUTH FENCE LINE,
 LC1825'32 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD,
 LC1825'85 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST
 LC1825'TOWNSHIP-LINE ROAD, AND 61 FEET NORTH OF A SOUTHWEST FENCE
 LC1825'CORNER.  THE MARK, PROJECTS 2 INCHES ABOVE
 LC1825'THE GROUND AND IS STAMPED FELKEY 1939.
 LC1825'
 LC1825'TO REACH THE STATION FROM SWYGERT GO SOUTH FOR 1.50 MILES
 LC1825'TO ILLINOIS HIGHWAY NO. 116 (PAVED), CROSS THE HIGHWAY AND
 LC1825'CONTINUE SOUTH FOR 0.9 MILE, TURN LEFT (EAST) AND GO 0.5
 LC1825'MILE, TURN RIGHT (SOUTH) AND GO 1.95 MILES TO THE STATION ON
 LC1825'THE LEFT (EAST) SIDE OF THE ROAD.
 LC1825'
 LC1825'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1825'BRONZE DISKS SET IN CONCRETE.
 LC1825'
 LC1825'REFERENCE MARK NO. 1 IS 27.671 METERS, 90.78 FEET, SOUTHWEST OF
 LC1825'THE STATION.  IT IS SET 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE
 LC1825'LINE, 31 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 LC1825'ROAD, 30 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST
 LC1825'ROAD, AND 6 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST.  THE
 LC1825'MARK, PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 LC1825'STAMPED FELKEY NO 1 1939.
 LC1825'
 LC1825'REFERENCE MARK NO. 2 IS 25.756 METERS, 84.50 FEET, NORTHWEST
 LC1825'OF THE STATION.  IT IS SET 1 FOOT EAST OF A NORTH-AND-SOUTH
 LC1825'FENCE LINE AND 31 FEET WEST OF THE CENTER LINE OF THE ROAD.  THE
 LC1825'MARK, PROJECTS 4 INCHES ABOVE THE GROUND AND IS
 LC1825'STAMPED FELKEY NO 2 1939.
 LC1825'
 LC1825'AZIMUTH MARK IS APPROXIMATELY 0.45 MILE SOUTH-SOUTHWEST OF THE
 LC1825'STATION.  IT IS SET IN THE WEST ROAD BANK, ABOUT 5 FEET ABOVE
 LC1825'THE ROAD LEVEL, AND 32 FEET WEST OF THE CENTER LINE OF THE
 LC1825'ROAD.  THE MARK, PROJECTS 6 INCHES ABOVE THE GROUND AND
 LC1825'IS STAMPED FELKEY 1939.
 LC1825'
 LC1825'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS WHICH
 LC1825'PROJECT 2-1/2 FEET ABOVE THE GROUND.
 LC1825'
 LC1825'THE DISTANCE WAS MEASURED AND THE DIRECTION OBSERVED TO PRIMARY
 LC1825'TRAVERSE STATION NO. 86.  IT IS 14.980 METERS, 49.15 FEET,
 LC1825'SOUTH-SOUTHWEST OF TRIANGULATION STATION FELKEY, 9 FEET WEST
 LC1825'OF A NORTH-AND-SOUTH FENCE LINE, 23 FEET EAST OF THE CENTER
 LC1825'LINE OF THE NORTH-AND-SOUTH ROAD, 37 FEET NORTH OF THE CENTER
 LC1825'LINE OF THE EAST-AND-WEST ROAD, AND IN THE ROAD RIGHT-OF-WAY
 LC1825'AND SO MAY BE DESTROYED IN THE FUTURE.  THE MARK IS A STANDARD
 LC1825'UNITED STATES GEOLOGICAL SURVEY IN COOPERATION WITH THE STATE
 LC1825'DISK SET IN A 6-INCH-SQUARE CONCRETE POST WHICH PROJECTS 18
 LC1825'INCHES ABOVE THE GROUND AND IS STAMPED PRIM TRAV STA MAG NO 86
 LC1825'1923.
 LC1825'
 LC1825'A 50-FOOT TOWER WILL CLEAR ALL LINES.
 LC1825'
 LC1825'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1825
 LC1825                          STATION RECOVERY (2002)
 LC1825
 LC1825'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC1825'RECOVERED AS DESCRIBED
 LC1825' 
 LC1825'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7923 ***********************************************************************
 DF7923  CBN         -  This is a Cooperative Base Network Control Station.
 DF7923  DESIGNATION -  FERMI BASE
 DF7923  PID         -  DF7923
 DF7923  STATE/COUNTY-  IL/DU PAGE
 DF7923  USGS QUAD   -  AURORA NORTH (1993)
 DF7923
 DF7923                         *CURRENT SURVEY CONTROL
 DF7923  ___________________________________________________________________
 DF7923* NAD 83(1997)-  41 50 29.41887(N)    088 15 16.41494(W)     ADJUSTED  
 DF7923* NAVD 88     -       244.6    (meters)     802.     (feet)  GPS OBS   
 DF7923  ___________________________________________________________________
 DF7923  X           -     144,951.732 (meters)                     COMP
 DF7923  Y           -  -4,756,709.919 (meters)                     COMP
 DF7923  Z           -   4,232,646.089 (meters)                     COMP
 DF7923  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DF7923  ELLIP HEIGHT-         211.47  (meters)          (09/15/03) GPS OBS
 DF7923  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 DF7923
 DF7923  HORZ ORDER  -  A
 DF7923  ELLP ORDER  -  FOURTH    CLASS I
 DF7923
 DF7923.The horizontal coordinates were established by GPS observations
 DF7923.and adjusted by the National Geodetic Survey in September 2003..
 DF7923
 DF7923.The orthometric height was determined by GPS observations and a
 DF7923.high-resolution geoid model.
 DF7923
 DF7923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7923
 DF7923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7923
 DF7923.The ellipsoidal height was determined by GPS observations
 DF7923.and is referenced to NAD 83.
 DF7923
 DF7923.The geoid height was determined by GEOID03.
 DF7923
 DF7923;                    North         East     Units Scale Factor Converg.
 DF7923;SPC IL E     -   574,501.760   306,542.462   MT  0.99997553   +0 03 09.2
 DF7923;SPC IL E     - 1,884,844.52  1,005,714.73   sFT  0.99997553   +0 03 09.2
 DF7923;UTM  16      - 4,632,939.726   395,841.989   MT  0.99973350   -0 50 13.0
 DF7923
 DF7923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7923!SPC IL E     -   0.99996683  x   0.99997553  =   0.99994236
 DF7923!UTM  16      -   0.99996683  x   0.99973350  =   0.99970034
 DF7923
 DF7923                          SUPERSEDED SURVEY CONTROL
 DF7923
 DF7923.No superseded survey control is available for this station.
 DF7923
 DF7923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9584232940(NAD 83)
 DF7923_MARKER: DB = BENCH MARK DISK
 DF7923_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DF7923_SP_SET: ROOFTOP OF LARGE CEMENT BUILDING
 DF7923_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7923+STABILITY: POSITION/ELEVATION WELL
 DF7923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7923+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 DF7923
 DF7923  HISTORY     - Date     Condition        Report By
 DF7923  HISTORY     - 1998     MONUMENTED       PATRIC
 DF7923  HISTORY     - 20020826 GOOD             NGS
 DF7923
 DF7923                          STATION DESCRIPTION
 DF7923
 DF7923'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (SL)
 DF7923'STATION IS LOCATED IN BATAVIA, IL.
 DF7923'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 59 AND STATE
 DF7923'ROUTE 56, ALSO
 DF7923'CALLED BUTTERFIELD ROAD, IN WARRENVILLE, IL, GO NORTH ALONG STATE
 DF7923'ROUTE 59 1.3 KM TO
 DF7923'BATAVIA ROAD.  THEN GO WEST ON BATAVIA ROAD 1.2 KM TO AN ENTRANCE GATE
 DF7923'TO FERMILAB.
 DF7923'CONTINUE ALONG BATAVIA ROAD 0.9 KM TO A STOP SIGN AND THEN ANOTHER 1.1
 DF7923'KM TO ANOTHER
 DF7923'STOP SIGN.  CONTINUE WESTERLY AND SOUTHWESTERLY ALONG BATAVIA ROAD
 DF7923'WHICH BECOMES
 DF7923'ROAD D FOR 1.6 KM TO ROAD B.  THEN GO NORTH 0.06 KM ALONG ROAD B AND
 DF7923'TURN LEFT INTO A
 DF7923'PARKING LOT FOR THE FEYNMAN COMPUTING CENTER.
 DF7923'THE STATION IS LOCATED ON THE ROOF OF THE FEYNMAN COMPUTING CENTER AT
 DF7923'THE NORTHEAST
 DF7923'CORNER OF THE BUILDING.  THE STATION IS APPROXIMATELY 17 METERS ABOVE
 DF7923'THE GROUND.
 DF7923'ACCESS TO THE STATION IS RESTRICTED.  CALL JIM NIEHOFF FOR ADDITIONAL
 DF7923'INFORMATION.
 DF7923' 
 DF7923'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1266 ***********************************************************************
 KA1266  DESIGNATION -  FERREL AZ
 KA1266  PID         -  KA1266
 KA1266  STATE/COUNTY-  IL/EDGAR
 KA1266  USGS QUAD   -  DENNISON (1972)
 KA1266
 KA1266                         *CURRENT SURVEY CONTROL
 KA1266  ___________________________________________________________________
 KA1266* NAD 83(1986)-  39 29 28.     (N)    087 34 13.     (W)     SCALED    
 KA1266* NAVD 88     -       185.973  (meters)     610.15   (feet)  ADJUSTED  
 KA1266  ___________________________________________________________________
 KA1266  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KA1266  DYNAMIC HT  -         185.869 (meters)     609.81  (feet)  COMP
 KA1266  MODELED GRAV-     980,064.1   (mgal)                       NAVD 88
 KA1266
 KA1266  VERT ORDER  -  FIRST     CLASS II
 KA1266
 KA1266.The horizontal coordinates were scaled from a topographic map and have
 KA1266.an estimated accuracy of +/- 6 seconds.
 KA1266
 KA1266.The orthometric height was determined by differential leveling
 KA1266.and adjusted by the National Geodetic Survey in June 1991..
 KA1266
 KA1266.The geoid height was determined by GEOID03.
 KA1266
 KA1266.The dynamic height is computed by dividing the NAVD 88
 KA1266.geopotential number by the normal gravity value computed on the
 KA1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1266.degrees latitude (g = 980.6199 gals.).
 KA1266
 KA1266.The modeled gravity was interpolated from observed gravity values.
 KA1266
 KA1266;                    North         East    Units  Estimated Accuracy
 KA1266;SPC IL E     -   313,780.      365,640.      MT  (+/- 180 meters Scaled)
 KA1266
 KA1266                          SUPERSEDED SURVEY CONTROL
 KA1266
 KA1266  NGVD 29 (??/??/92)  186.071  (m)          610.47   (f) ADJ UNCH    1 2
 KA1266
 KA1266.Superseded values are not recommended for survey control.
 KA1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1266.See file dsdata.txt to determine how the superseded data were derived.
 KA1266
 KA1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ509714(NAD 83)
 KA1266_MARKER: DZ = AZIMUTH MARK DISK
 KA1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1266_STAMPING: FERREL 1947
 KA1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1266+STABILITY: SURFACE MOTION
 KA1266
 KA1266  HISTORY     - Date     Condition        Report By
 KA1266  HISTORY     - 1947     MONUMENTED       CGS
 KA1266  HISTORY     - 1956     GOOD             NGS
 KA1266
 KA1266                          STATION DESCRIPTION
 KA1266
 KA1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1266'2.7 MI NW FROM FARRINGTON.
 KA1266'2.3 MILES NORTHWEST ALONG A BRANCH LINE OF PENNSYLVANIA RAILROAD
 KA1266'WHICH LEADS THRU PARIS FROM THE JUNCTION OF MAIN LINE TRACK AT
 KA1266'FARRINGTON, THENCE ABOUT 0.4 MILE EAST ALONG A GRAVEL ROAD, IN
 KA1266'SECTION 7, T. 12 N., R. 10 W., ABOUT 0.15 MILE WEST OF A CULVERT
 KA1266'AND THE BOTTOM OF GRADES, 17 FEET NORTH OF CENTER LINE OF ROAD, 43
 KA1266'FEET EAST OF THE FIRST POWER POLE EAST OF A POLE WITH A TRANSFORMER
 KA1266'AND A BRANCH LINE TO A HOUSE SOUTH OF ROAD, 1 FOOT NORTH OF A FENCE
 KA1266'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP
 KA1266'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7439 ***********************************************************************
 AA7439  DESIGNATION -  FERREL RESET
 AA7439  PID         -  AA7439
 AA7439  STATE/COUNTY-  IL/EDGAR
 AA7439  USGS QUAD   -  DENNISON (1972)
 AA7439
 AA7439                         *CURRENT SURVEY CONTROL
 AA7439  ___________________________________________________________________
 AA7439* NAD 83(1997)-  39 29 38.38841(N)    087 34 07.06756(W)     ADJUSTED  
 AA7439* NAVD 88     -       189.13   (+/-2cm)     620.5    (feet)  VERTCON   
 AA7439  ___________________________________________________________________
 AA7439  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 AA7439  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 AA7439
 AA7439  HORZ ORDER  -  FIRST
 AA7439  VERT ORDER  -  THIRD ? (See Below)
 AA7439
 AA7439.The horizontal coordinates were established by classical geodetic methods
 AA7439.and adjusted by the National Geodetic Survey in October 1999..
 AA7439
 AA7439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7439.The vertical order pertains to the NGVD 29 superseded value.
 AA7439
 AA7439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7439
 AA7439.The geoid height was determined by GEOID03.
 AA7439
 AA7439;                    North         East     Units Scale Factor Converg.
 AA7439;SPC IL E     -   314,099.482   365,779.150   MT  1.00002825   +0 29 10.9
 AA7439;SPC IL E     - 1,030,508.05  1,200,060.43   sFT  1.00002825   +0 29 10.9
 AA7439;UTM  16      - 4,371,752.580   451,105.403   MT  0.99962943   -0 21 42.0
 AA7439
 AA7439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7439!SPC IL E     -   0.99997541  x   1.00002825  =   1.00000365
 AA7439!UTM  16      -   0.99997541  x   0.99962943  =   0.99960484
 AA7439
 AA7439:                Primary Azimuth Mark                     Grid Az
 AA7439:SPC IL E     -  FERREL AZ                                214 49 03.9
 AA7439:UTM  16      -  FERREL AZ                                215 39 56.8
 AA7439
 AA7439|---------------------------------------------------------------------|
 AA7439| PID    Reference Object                     Distance      Geod. Az  |
 AA7439|                                                           dddmmss.s |
 AA7439| KA1266 FERREL AZ                                          2151814.8 |
 AA7439| KA1267 FERREL RM 1                          29.117 METERS 24731     |
 AA7439| KA1269 FERREL RM 2                          31.760 METERS 33549     |
 AA7439|---------------------------------------------------------------------|
 AA7439
 AA7439                          SUPERSEDED SURVEY CONTROL
 AA7439
 AA7439  NAD 83(1997)-  39 29 38.38829(N)    087 34 07.06751(W) AD(       ) 1
 AA7439  NAD 83(1986)-  39 29 38.39577(N)    087 34 07.05937(W) AD(       ) 1
 AA7439  NGVD 29 (07/19/86)  189.23   (m)          620.8    (f) LEVELING    3  
 AA7439
 AA7439.Superseded values are not recommended for survey control.
 AA7439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7439.See file dsdata.txt to determine how the superseded data were derived.
 AA7439
 AA7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ5110571753(NAD 83)
 AA7439_MARKER: DS = TRIANGULATION STATION DISK
 AA7439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA7439_STAMPING: FERREL 1947 1964
 AA7439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7439+STABILITY: SURFACE MOTION
 AA7439
 AA7439  HISTORY     - Date     Condition        Report By
 AA7439  HISTORY     - 1964     MONUMENTED       CGS
 AA7439  HISTORY     - 1971     GOOD             NGS
 AA7439  HISTORY     - 20001229 MARK NOT FOUND   ZAMBRA
 AA7439
 AA7439                          STATION DESCRIPTION
 AA7439
 AA7439'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VRS)
 AA7439'RECOVERED ALL MARKS IN GOOD CONDITION EXCEPT SURFACE STATION MARK
 AA7439'WHICH WAS RENEWED.
 AA7439'
 AA7439'ABOUT 1 MILE E OF THE RAILROAD CROSSING OF FERREL, OR ABOUT 0.2 MILE
 AA7439'N ALONG THIRD ST., NO 150 U.S. HWY., FROM ITS JUNCTION WITH NO.
 AA7439'40 U.S., MAIN E-W STREET, IN WEST TERRE HAUTE, IND., THENCE 2.6 MILES
 AA7439'WESTERLY AND JOG RIGHT ACROSS R.R., THENCE 4.3 MILES WESTERLY ALONG
 AA7439'OLD LOWER PARIS-W. TERRE HAUTE ROAD TO 0.1 MILE W OF 100-FOOT CONC.
 AA7439'BRIDGE AND TURN LEFT (THIS T IS 2.0 MILES SE FROM ELBRIDGE
 AA7439'CROSSROADS), THENCE 0.5 MILE S ON GRAVEL RD., THENCE 0.6 MILE W TO
 AA7439'DRIVEWAY ON RIGHT, AZ. MK. IS 0.25 MILE W, THENCE 0.2 MILE NW TO
 AA7439'HOUSE OF WM. WEBSTER AND STATION, 55 YARDS NW OF DWELLING, 15
 AA7439'YARDS SSW OF HIGHEST POINT, 53 FEET ESE OF SE CORNER OF BARN, 45-1/2
 AA7439'FEET E OF PLANE OF E WALL OF SAME, 5.0 FEET N OF STEEL WITNESS
 AA7439'POST IN FENCE, MARK STAMPED FERREL 1947, AND MARK STAMPED
 AA7439'FERREL 1947 1964 AND 1.1 FEET UNDERGROUND.
 AA7439'
 AA7439'R.M. STAMPED FERREL NO 1 1947, PROJECTS 0.2 FOOT, IS 95.50
 AA7439'FEET, 29.108 M., WSW FROM STATION, 17-1/2
 AA7439'FEET NE OF NW CORNER OF CONCRETE FLOOR OF SMALL BARN, 5.5 FEET E OF
 AA7439'PLANE OF W WALL OF SAME, AND AT LATCH POST OF BARNLOT GATE.
 AA7439'
 AA7439'R.M. STAMPED FERREL NO 2 1947, FLUSH, IS 104.17
 AA7439'FEET, 31.751 M., WNW FROM STATION, 17.5
 AA7439'FEET NE OF NE CORNER OF BARN, AND 2 FEET W OF FENCE.
 AA7439'
 AA7439'AZIMUTH MARK STAMPED FERREL 1947, PROJECTS 0.5 FOOT, IS
 AA7439'ABOUT 0.2 MILE SW FROM
 AA7439'STATION, 35 YARDS W OF CREST OF RIDGE, 43 FEET E OF POWER POLE, 17
 AA7439'FEET N OF C/L OF ROAD, 0.3 FOOT HIGHER, AND 1.5 FEET W OF
 AA7439'STEEL WITNESS POST.
 AA7439
 AA7439                          STATION RECOVERY (1971)
 AA7439
 AA7439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 AA7439'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 AA7439'RECOVERED AND FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE 1964
 AA7439'RECOVERY NOTE IS IN GOOD CONDITION.
 AA7439'
 AA7439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 AA7439'EAST OF FERREL.
 AA7439
 AA7439                          STATION RECOVERY (2000)
 AA7439
 AA7439'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 AA7439'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 AA7439'SEARCHED FOR NOT FOUND.
 AA7439' 
 AA7439'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1267 ***********************************************************************
 KA1267  DESIGNATION -  FERREL RM 1
 KA1267  PID         -  KA1267
 KA1267  STATE/COUNTY-  IL/EDGAR
 KA1267  USGS QUAD   -  DENNISON (1972)
 KA1267
 KA1267                         *CURRENT SURVEY CONTROL
 KA1267  ___________________________________________________________________
 KA1267* NAD 83(1986)-  39 29 38.     (N)    087 34 06.     (W)     SCALED    
 KA1267* NAVD 88     -       188.506  (meters)     618.46   (feet)  ADJUSTED  
 KA1267  ___________________________________________________________________
 KA1267  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KA1267  DYNAMIC HT  -         188.401 (meters)     618.11  (feet)  COMP
 KA1267  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 KA1267
 KA1267  VERT ORDER  -  FIRST     CLASS II
 KA1267
 KA1267.The horizontal coordinates were scaled from a topographic map and have
 KA1267.an estimated accuracy of +/- 6 seconds.
 KA1267
 KA1267.The orthometric height was determined by differential leveling
 KA1267.and adjusted by the National Geodetic Survey in June 1991..
 KA1267
 KA1267.The geoid height was determined by GEOID03.
 KA1267
 KA1267.The dynamic height is computed by dividing the NAVD 88
 KA1267.geopotential number by the normal gravity value computed on the
 KA1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1267.degrees latitude (g = 980.6199 gals.).
 KA1267
 KA1267.The modeled gravity was interpolated from observed gravity values.
 KA1267
 KA1267;                    North         East    Units  Estimated Accuracy
 KA1267;SPC IL E     -   314,090.      365,810.      MT  (+/- 180 meters Scaled)
 KA1267
 KA1267                          SUPERSEDED SURVEY CONTROL
 KA1267
 KA1267  NGVD 29 (??/??/92)  188.604  (m)          618.78   (f) ADJ UNCH    1 2
 KA1267
 KA1267.Superseded values are not recommended for survey control.
 KA1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1267.See file dsdata.txt to determine how the superseded data were derived.
 KA1267
 KA1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ511717(NAD 83)
 KA1267_MARKER: DR = REFERENCE MARK DISK
 KA1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1267_STAMPING: FERREL NO 1 1947
 KA1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1267+STABILITY: SURFACE MOTION
 KA1267
 KA1267  HISTORY     - Date     Condition        Report By
 KA1267  HISTORY     - 1947     MONUMENTED       CGS
 KA1267  HISTORY     - 1956     GOOD             NGS
 KA1267
 KA1267                          STATION DESCRIPTION
 KA1267
 KA1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1267'3.2 MI NW FROM FARRINGTON.
 KA1267'2.3 MILES NORTHWEST ALONG A BRANCH LINE OF PENNSYLVANIA RAILROAD
 KA1267'WHICH LEADS THRU PARIS FROM THE JUNCTION OF MAIN LINE TRACK AT
 KA1267'FARRINGTON, THENCE ABOUT 0.65 MILE EAST ALONG A GRAVEL ROAD,
 KA1267'THENCE ABOUT 0.2 MILE NORTHWEST ALONG A PRIVATE DRIVE, IN SECTION
 KA1267'7, T. 12 N., R. 10 W., AT THE S.F. WEBSTER FARM, 95.5 FEET
 KA1267'WEST-SOUTHWEST OF THE STATION, 139.25 FEET SOUTH-SOUTHWEST OF
 KA1267'RM NO. 2, 85 FEET SOUTH OF SOUTH FACE OF A CONCRETE SILO, 63
 KA1267'FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A BARN, 18 FEET
 KA1267'NORTHEAST OF NORTHWEST CORNER OF A GRAINERY, 8 FEET WEST OF CENTER
 KA1267'OF A GATE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1269 ***********************************************************************
 KA1269  DESIGNATION -  FERREL RM 2
 KA1269  PID         -  KA1269
 KA1269  STATE/COUNTY-  IL/EDGAR
 KA1269  USGS QUAD   -  DENNISON (1972)
 KA1269
 KA1269                         *CURRENT SURVEY CONTROL
 KA1269  ___________________________________________________________________
 KA1269* NAD 83(1986)-  39 29 38.     (N)    087 34 06.     (W)     SCALED    
 KA1269* NAVD 88     -       189.163  (meters)     620.61   (feet)  ADJUSTED  
 KA1269  ___________________________________________________________________
 KA1269  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KA1269  DYNAMIC HT  -         189.057 (meters)     620.26  (feet)  COMP
 KA1269  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 KA1269
 KA1269  VERT ORDER  -  FIRST     CLASS II
 KA1269
 KA1269.The horizontal coordinates were scaled from a topographic map and have
 KA1269.an estimated accuracy of +/- 6 seconds.
 KA1269
 KA1269.The orthometric height was determined by differential leveling
 KA1269.and adjusted by the National Geodetic Survey in June 1991..
 KA1269
 KA1269.The geoid height was determined by GEOID03.
 KA1269
 KA1269.The dynamic height is computed by dividing the NAVD 88
 KA1269.geopotential number by the normal gravity value computed on the
 KA1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1269.degrees latitude (g = 980.6199 gals.).
 KA1269
 KA1269.The modeled gravity was interpolated from observed gravity values.
 KA1269
 KA1269;                    North         East    Units  Estimated Accuracy
 KA1269;SPC IL E     -   314,090.      365,810.      MT  (+/- 180 meters Scaled)
 KA1269
 KA1269                          SUPERSEDED SURVEY CONTROL
 KA1269
 KA1269  NGVD 29 (??/??/92)  189.261  (m)          620.93   (f) ADJ UNCH    1 2
 KA1269
 KA1269.Superseded values are not recommended for survey control.
 KA1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1269.See file dsdata.txt to determine how the superseded data were derived.
 KA1269
 KA1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ511717(NAD 83)
 KA1269_MARKER: DR = REFERENCE MARK DISK
 KA1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1269_STAMPING: FERREL NO 2 1947
 KA1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1269+STABILITY: SURFACE MOTION
 KA1269
 KA1269  HISTORY     - Date     Condition        Report By
 KA1269  HISTORY     - 1947     MONUMENTED       CGS
 KA1269  HISTORY     - 1956     GOOD             NGS
 KA1269
 KA1269                          STATION DESCRIPTION
 KA1269
 KA1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KA1269'3.2 MI NW FROM FARRINGTON.
 KA1269'2.3 MILES NORTHWEST ALONG A BRANCH LINE OF THE PENNSYLVANIA
 KA1269'RAILROAD WHICH LEADS THRU PARIS FROM THE JUNCTION OF THE MAIN LINE
 KA1269'TRACK AT FARRINGTON, THENCE ABOUT 0.65 MILE EAST ALONG A GRAVEL
 KA1269'ROAD, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A PRIVATE DRIVE, IN
 KA1269'SECTION 7, T. 12 N., R. 10 W., AT THE S.F. WEBSTER FARM, 104.15
 KA1269'FEET NORTH-NORTHWEST OF THE STATION, 71 1/2 FEET NORTHEAST OF
 KA1269'NORTHEAST FACE OF A CONCRETE SILO, 139.25 FEET NORTH-NORTHEAST OF
 KA1269'RM NO. 1, 7 FEET NORTHWEST OF A FENCE CORNER, 5 FEET WEST OF A
 KA1269'FENCE LINE NORTH, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KA1269'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1845 ***********************************************************************
 JB1845  DESIGNATION -  FERRIN
 JB1845  PID         -  JB1845
 JB1845  STATE/COUNTY-  IL/CLINTON
 JB1845  USGS QUAD   -  KEYESPORT (1969)
 JB1845
 JB1845                         *CURRENT SURVEY CONTROL
 JB1845  ___________________________________________________________________
 JB1845* NAD 83(1997)-  38 37 36.17523(N)    089 15 11.06449(W)     ADJUSTED  
 JB1845* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 JB1845  ___________________________________________________________________
 JB1845  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 JB1845  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JB1845
 JB1845  HORZ ORDER  -  THIRD
 JB1845
 JB1845.The horizontal coordinates were established by classical geodetic methods
 JB1845.and adjusted by the National Geodetic Survey in October 1999..
 JB1845
 JB1845.The orthometric height was scaled from a topographic map.
 JB1845
 JB1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1845
 JB1845.The geoid height was determined by GEOID03.
 JB1845
 JB1845;                    North         East     Units Scale Factor Converg.
 JB1845;SPC IL W     -   217,928.608   779,551.516   MT  1.00001908   +0 34 13.2
 JB1845;SPC IL W     -   714,987.44  2,557,578.60   sFT  1.00001908   +0 34 13.2
 JB1845;UTM  16      - 4,277,762.053   303,870.192   MT  1.00007372   -1 24 24.9
 JB1845
 JB1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1845!SPC IL W     -   0.99998228  x   1.00001908  =   1.00000136
 JB1845!UTM  16      -   0.99998228  x   1.00007372  =   1.00005600
 JB1845
 JB1845:                Primary Azimuth Mark                     Grid Az
 JB1845:SPC IL W     -  SHATTUC RADIO MAST                       084 58 50.8
 JB1845:UTM  16      -  SHATTUC RADIO MAST                       086 57 28.9
 JB1845
 JB1845|---------------------------------------------------------------------|
 JB1845| PID    Reference Object                     Distance      Geod. Az  |
 JB1845|                                                           dddmmss.s |
 JB1845| JB1844 SHATTUC RADIO MAST                  APPROX. 5.1 KM 0853304.0 |
 JB1845| JB1832 CENTRALIA RADIO STA KSJ 56 TWR      APPROX.13.1 KM 1304333.8 |
 JB1845| JB1839 CENTRALIA RAD STA KSD 288 MAST      APPROX.13.2 KM 1404558.1 |
 JB1845| CI4430 FERRIN AZ MK                        APPROX. 1.1 KM 1584709.9 |
 JB1845| CI4431 FERRIN RM 1                          32.120 METERS 25117     |
 JB1845| CI4432 FERRIN RM 2                          34.667 METERS 30052     |
 JB1845|---------------------------------------------------------------------|
 JB1845
 JB1845                          SUPERSEDED SURVEY CONTROL
 JB1845
 JB1845  NAD 83(1986)-  38 37 36.19160(N)    089 15 11.06067(W) AD(       ) 3
 JB1845  NAD 27      -  38 37 36.02088(N)    089 15 10.79437(W) AD(       ) 3
 JB1845
 JB1845.Superseded values are not recommended for survey control.
 JB1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1845.See file dsdata.txt to determine how the superseded data were derived.
 JB1845
 JB1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0387077762(NAD 83)
 JB1845_MARKER: DS = TRIANGULATION STATION DISK
 JB1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1845
 JB1845  HISTORY     - Date     Condition        Report By
 JB1845  HISTORY     - 1962     MONUMENTED       CGS
 JB1845  HISTORY     - 1970     GOOD             LOCENG
 JB1845
 JB1845                          STATION DESCRIPTION
 JB1845
 JB1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1845'NO MEASUREMENT BETWEEN RMS, DUE TO HIGH LEVEE
 JB1845'
 JB1845'THE STATION IS ABOUT 1 MILE NORTH OF FERRIN, 7 MILES WEST OF
 JB1845'SANDOVAL, IN THE SOUTHWEST
 JB1845'0.25 OF SECTION 7, T 3 N, R 1 W AND ON U S GOVERNMENT
 JB1845'PROPERTY.  IT IS 5 FEET WEST
 JB1845'OF A WITNESS POST, 11 FEET SOUTH OF THE
 JB1845'CENTERLINE OF A GRAVELED ROAD, 107 FEET
 JB1845'NORTHEAST OF A POWER POLE,
 JB1845'115 FEET SOUTHEAST OF A POWER POLE AND 143 FEET EAST OF
 JB1845'THE CENTER OF A
 JB1845'CROSSROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FERRIN 1962.
 JB1845'
 JB1845'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAYS 50 AND 51
 JB1845'IN SANDOVAL GO WEST
 JB1845'ON HIGHWAY 50 FOR 6.5 MILES TO A CROSSROAD
 JB1845'(FERRIN-BOULDER ROAD).  CONTINUE
 JB1845'WEST ON HIGHWAY 50 FOR 0.85 MILE TO
 JB1845'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST AND SOUTHWEST ON
 JB1845'HIGHWAY 50 FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 JB1845'A GRAVELED ROAD
 JB1845'FOR 0.8 MILE TO A CROSSROAD AT THE TOP OF A LEVEE AND
 JB1845'THE STATION ON THE RIGHT AT THE
 JB1845'SOUTH EDGE OF THE LEVEE.
 JB1845'
 JB1845'REFERENCE MARK 1 IS 1 FOOT NORTHEAST OF A POWER POLE, 47 FEET SOUTH
 JB1845'OF THE CENTERLINE OF
 JB1845'THE LEVEE ROAD AND 42 FEET EAST OF THE CENTERLINE OF A
 JB1845'GRAVELED ROAD.  THE MONUMENT IS
 JB1845'FLUSH AND THE DISK IS STAMPED FERRIN NO 1 1962.
 JB1845'
 JB1845'REFERENCE MARK 2 IS 1 FOOT EAST OF A POWER POLE, 45 FEET EAST OF THE
 JB1845'CENTERLINE OF THE GRAVELED
 JB1845'ROAD AND 46 FEET NORTH OF THE CENTERLINE OF THE LEVEE
 JB1845'ROAD.  THE MONUMENT PROJECTS 1
 JB1845'INCH AND THE DISK IS STAMPED FERRIN NO 2 1962.
 JB1845'
 JB1845'THE AZIMUTH MARK IS 1 FOOT WEST OF A WITNESS POST, 1 FOOT SOUTH OF A
 JB1845'WIRE FENCE, 9 FEET
 JB1845'EAST OF A TELEPHONE POLE AND 32 FEET NORTH OF THE
 JB1845'CENTERLINE OF HIGHWAY 50.  THE
 JB1845'MONUMENT IS FLUSH AND THE DISK IS
 JB1845'STAMPED FERRIN 1962.
 JB1845'
 JB1845'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JB1845
 JB1845                          STATION RECOVERY (1970)
 JB1845
 JB1845'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (AS)
 JB1845'FERRIN 1962 ALL MARKS RECOVERED IN GOOD COND. AS DESCRIBED.
 JB1845'
 JB1845'THE AZIMUTH MARK HAS BEEN INCLUDED IN A CLOSED 2ND ORDER GEODIMETER
 JB1845'TRAVERSE BETWEEN USCGS STATIONS BOARDING.  FERRIN, AND CENTER.
 JB1845'
 JB1845'NOTES, COMPUTATIONS, COORDINATES, ETC. ARE AVAILABLE FROM THE
 JB1845'ILLINOIS HWY. DEPT. - SPRINGFIELD, ILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI4430 ***********************************************************************
 CI4430  DESIGNATION -  FERRIN AZ MK
 CI4430  PID         -  CI4430
 CI4430  STATE/COUNTY-  IL/CLINTON
 CI4430  USGS QUAD   -  CENTRALIA WEST (1981)
 CI4430
 CI4430                         *CURRENT SURVEY CONTROL
 CI4430  ___________________________________________________________________
 CI4430* NAD 83(1997)-  38 37 03.63033(N)    089 14 54.96299(W)     ADJUSTED  
 CI4430* NAVD 88     -       140.1    (meters)     460.     (feet)  GPS OBS   
 CI4430  ___________________________________________________________________
 CI4430  X           -      65,439.090 (meters)                     COMP
 CI4430  Y           -  -4,989,583.237 (meters)                     COMP
 CI4430  Z           -   3,959,312.169 (meters)                     COMP
 CI4430  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CI4430  ELLIP HEIGHT-         109.12  (meters)          (05/04/06) GPS OBS
 CI4430  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 CI4430
 CI4430  HORZ ORDER  -  FIRST
 CI4430  ELLP ORDER  -  SECOND    CLASS II
 CI4430
 CI4430.The horizontal coordinates were established by GPS observations
 CI4430.and adjusted by the National Geodetic Survey in May 2006..
 CI4430
 CI4430.The orthometric height was determined by GPS observations and a
 CI4430.high-resolution geoid model.
 CI4430
 CI4430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI4430
 CI4430.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI4430
 CI4430.The ellipsoidal height was determined by GPS observations
 CI4430.and is referenced to NAD 83.
 CI4430
 CI4430.The geoid height was determined by GEOID03.
 CI4430
 CI4430;                    North         East     Units Scale Factor Converg.
 CI4430;SPC IL W     -   216,928.982   779,951.018   MT  1.00001986   +0 34 22.9
 CI4430;SPC IL W     -   711,707.84  2,558,889.30   sFT  1.00001986   +0 34 22.9
 CI4430;UTM  16      - 4,276,749.185   304,234.989   MT  1.00007196   -1 24 13.8
 CI4430
 CI4430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI4430!SPC IL W     -   0.99998288  x   1.00001986  =   1.00000274
 CI4430!UTM  16      -   0.99998288  x   1.00007196  =   1.00005484
 CI4430
 CI4430                          SUPERSEDED SURVEY CONTROL
 CI4430
 CI4430.No superseded survey control is available for this station.
 CI4430
 CI4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0423576749(NAD 83)
 CI4430_MARKER: DD = SURVEY DISK
 CI4430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI4430_STAMPING: FERRIN AZ MK 1962
 CI4430_MARK LOGO: CGS   
 CI4430_PROJECTION: FLUSH
 CI4430_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI4430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI4430+STABILITY: SURFACE MOTION
 CI4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI4430+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 CI4430
 CI4430  HISTORY     - Date     Condition        Report By
 CI4430  HISTORY     - 1962     MONUMENTED       CGS
 CI4430  HISTORY     - 20060201 GOOD             ILDT
 CI4430
 CI4430                          STATION DESCRIPTION
 CI4430
 CI4430'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (CP)
 CI4430'FROM THE JUNCTION OF US 50 AND US 51 IN SANDAVOL IL PROCEED 7.5 MILES
 CI4430'TO MARK ON RIGHT.  MARK IS LOCATED ON THE START OF A PROMINENT BEND ON
 CI4430'SH 50. IT IS LOCATED BETWEEN TWO I  BEAMS DRIVEN VERTICALLY INTO THE
 CI4430'GROUND. THE I BEAMS ARE BOTH ABOUT 3 FT TALL. MARK IS  LOCATED 0.3 M
 CI4430'EAST OF WEST I BEAM 0.4 M WEST OF EAST I BEAM, 8.25 M SE OF OF SECOND
 CI4430'TURN  ARROW FROM EAST ALONG US 50 AND 5.1 M S OF EOP US 50
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0797 ***********************************************************************
 LD0797  DESIGNATION -  FERRIS NORTH BASE
 LD0797  PID         -  LD0797
 LD0797  STATE/COUNTY-  IL/HANCOCK
 LD0797  USGS QUAD   -  COLUSA (1964)
 LD0797
 LD0797                         *CURRENT SURVEY CONTROL
 LD0797  ___________________________________________________________________
 LD0797* NAD 83(1997)-  40 32 58.50268(N)    091 10 00.61234(W)     ADJUSTED  
 LD0797* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 LD0797  ___________________________________________________________________
 LD0797  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 LD0797  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0797
 LD0797  HORZ ORDER  -  FIRST
 LD0797
 LD0797.The horizontal coordinates were established by classical geodetic methods
 LD0797.and adjusted by the National Geodetic Survey in October 1999..
 LD0797
 LD0797.The orthometric height was scaled from a topographic map.
 LD0797
 LD0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0797
 LD0797.The geoid height was determined by GEOID03.
 LD0797
 LD0797;                    North         East     Units Scale Factor Converg.
 LD0797;SPC IL W     -   431,490.699   615,284.580   MT  1.00002948   -0 39 00.9
 LD0797;SPC IL W     - 1,415,649.07  2,018,646.16   sFT  1.00002948   -0 39 00.9
 LD0797;SPC IA S     -    63,681.183   697,610.116   MT  1.00001252   +1 32 12.7
 LD0797;UTM  15      - 4,490,373.172   655,220.722   MT  0.99989657   +1 11 31.2
 LD0797
 LD0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0797!SPC IL W     -   0.99997212  x   1.00002948  =   1.00000160
 LD0797!SPC IA S     -   0.99997212  x   1.00001252  =   0.99998464
 LD0797!UTM  15      -   0.99997212  x   0.99989657  =   0.99986870
 LD0797
 LD0797:                Primary Azimuth Mark                     Grid Az
 LD0797:SPC IL W     -  WEST BURLINGTON MUNICIPAL TANK           002 20 11.8
 LD0797:SPC IA S     -  WEST BURLINGTON MUNICIPAL TANK           000 08 58.2
 LD0797:UTM  15      -  WEST BURLINGTON MUNICIPAL TANK           000 29 39.7
 LD0797
 LD0797|---------------------------------------------------------------------|
 LD0797| PID    Reference Object                     Distance      Geod. Az  |
 LD0797|                                                           dddmmss.s |
 LD0797| LD0781 WEST BURLINGTON MUNICIPAL TANK      APPROX.30.6 KM 0014110.9 |
 LD0797| LD0764 LA HARPE WATER TANK                 APPROX.17.4 KM 0773900.7 |
 LD0797| LD0820 CARTHAGE COURTHOUSE DOME            APPROX.15.4 KM 1700138.8 |
 LD0797| LD0818 CARTHAGE MUNICIPAL TANK             APPROX.15.2 KM 1701951.3 |
 LD0797| CL8505 FERRIS NORTH BASE RM 1                             18014     |
 LD0797| LD0819 FERRIS SOUTH BASE                   APPROX. 8.0 KM 1805209.9 |
 LD0797| CL8506 FERRIS NORTH BASE RM 2               30.130 METERS 28050     |
 LD0797|---------------------------------------------------------------------|
 LD0797
 LD0797                          SUPERSEDED SURVEY CONTROL
 LD0797
 LD0797  NAD 83(1997)-  40 32 58.50268(N)    091 10 00.61231(W) AD(       ) 1
 LD0797  NAD 83(1986)-  40 32 58.51134(N)    091 10 00.61374(W) AD(       ) 1
 LD0797  NAD 27      -  40 32 58.35400(N)    091 10 00.08900(W) AD(       ) 1
 LD0797
 LD0797.Superseded values are not recommended for survey control.
 LD0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0797.See file dsdata.txt to determine how the superseded data were derived.
 LD0797
 LD0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE5522190373(NAD 83)
 LD0797_MARKER: DS = TRIANGULATION STATION DISK
 LD0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0797
 LD0797  HISTORY     - Date     Condition        Report By
 LD0797  HISTORY     - 1931     MONUMENTED       CGS
 LD0797
 LD0797                          STATION DESCRIPTION
 LD0797
 LD0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0797'ABOUT 5-1/4 MILES NORTH OF THE VILLAGE OF FERRIS, 1-1/2 MILES
 LD0797'SOUTH OF THE VILLAGE OF COLUSA, IN THE RIGHT-OF-WAY OF THE
 LD0797'CHICAGO, BURLINGTON AND QUINCY RAILROAD.
 LD0797'
 LD0797'TO REACH FROM STATE HIGHWAY 9 AT CARTHAGE BY OILED DIRT ROAD
 LD0797'NORTH AND WEST 4-1/2 MILES TO A POINT 1/2 MILE EAST OF FERRIS,
 LD0797'THENCE STRAIGHT NORTH ON OILED ROAD 5.5 MILES TO THE CROSSROADS,
 LD0797'TURN LEFT (WEST) AND GO 1/2 MILE TO RAILROAD CROSSING AND
 LD0797'STATION.  STATION IS 14.0 METERS SOUTH OF THE CENTERLINE OF
 LD0797'THE DIRT ROAD, 6.90 METERS SOUTHWEST OF A LARGE CEDAR TREE
 LD0797'AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, 13.95 METERS
 LD0797'EAST OF THE EAST AND NEAREST RAIL.  THE MARK IS IN THE
 LD0797'SOUTHEAST CORNER OF THE INTERSECTION OF THE ROAD AND THE RAILROAD.
 LD0797'
 LD0797'REFERENCE MARK NO. 1 IS 6 TELEPHONE POLES SOUTH OF THE STATION,
 LD0797'1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 15 METERS
 LD0797'EAST OF THE TRACKS.
 LD0797'
 LD0797'REFERENCE MARK NO. 2 IS WEST OF THE STATION JUST ACROSS THE
 LD0797'TRACKS, 1 FOOT EAST OF THE NORTHEAST CORNER OF THE CULTIVATED
 LD0797'FIELD, 10 METERS SOUTH OF THE ROAD, AND 16 METERS WEST OF TRACKS.
 LD0797'
 LD0797'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0819 ***********************************************************************
 LD0819  DESIGNATION -  FERRIS SOUTH BASE
 LD0819  PID         -  LD0819
 LD0819  STATE/COUNTY-  IL/HANCOCK
 LD0819  USGS QUAD   -  CARTHAGE WEST (1974)
 LD0819
 LD0819                         *CURRENT SURVEY CONTROL
 LD0819  ___________________________________________________________________
 LD0819* NAD 83(1997)-  40 28 39.10574(N)    091 10 05.76728(W)     ADJUSTED  
 LD0819* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 LD0819  ___________________________________________________________________
 LD0819  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 LD0819  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0819
 LD0819  HORZ ORDER  -  FIRST
 LD0819
 LD0819.The horizontal coordinates were established by classical geodetic methods
 LD0819.and adjusted by the National Geodetic Survey in October 1999..
 LD0819
 LD0819.The orthometric height was scaled from a topographic map.
 LD0819
 LD0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0819
 LD0819.The geoid height was determined by GEOID03.
 LD0819
 LD0819;                    North         East     Units Scale Factor Converg.
 LD0819;SPC IL W     -   423,491.074   615,072.421   MT  1.00002993   -0 39 00.8
 LD0819;SPC IL W     - 1,389,403.63  2,017,950.10   sFT  1.00002993   -0 39 00.8
 LD0819;UTM  15      - 4,482,371.925   655,265.647   MT  0.99989675   +1 11 21.5
 LD0819
 LD0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0819!SPC IL W     -   0.99997149  x   1.00002993  =   1.00000142
 LD0819!UTM  15      -   0.99997149  x   0.99989675  =   0.99986825
 LD0819
 LD0819|---------------------------------------------------------------------|
 LD0819| PID    Reference Object                     Distance      Geod. Az  |
 LD0819|                                                           dddmmss.s |
 LD0819| CL8507 FERRIS SOUTH BASE RM 1               50.219 METERS 00952     |
 LD0819| LD0764 LA HARPE WATER TANK                 APPROX.20.8 KM 0553632.4 |
 LD0819| CL8509 FERRIS SOUTH BASE AZ MK                            1000849.2 |
 LD0819| CL8508 FERRIS SOUTH BASE RM 2                             1015538.2 |
 LD0819| LD0820 CARTHAGE COURTHOUSE DOME            APPROX. 7.7 KM 1584419.0 |
 LD0819| LD0818 CARTHAGE MUNICIPAL TANK             APPROX. 7.5 KM 1590129.9 |
 LD0819| LD0834 HAMILTON MUNICIPAL TANK             APPROX.16.5 KM 2371314.1 |
 LD0819|---------------------------------------------------------------------|
 LD0819
 LD0819                          SUPERSEDED SURVEY CONTROL
 LD0819
 LD0819  NAD 83(1997)-  40 28 39.10575(N)    091 10 05.76724(W) AD(       ) 1
 LD0819  NAD 83(1986)-  40 28 39.11453(N)    091 10 05.76917(W) AD(       ) 1
 LD0819  NAD 27      -  40 28 38.95500(N)    091 10 05.24500(W) AD(       ) 1
 LD0819
 LD0819.Superseded values are not recommended for survey control.
 LD0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0819.See file dsdata.txt to determine how the superseded data were derived.
 LD0819
 LD0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE5526682372(NAD 83)
 LD0819_MARKER: DS = TRIANGULATION STATION DISK
 LD0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0819
 LD0819  HISTORY     - Date     Condition        Report By
 LD0819  HISTORY     - 1931     MONUMENTED       CGS
 LD0819  HISTORY     - 1970     GOOD             NGS
 LD0819
 LD0819                          STATION DESCRIPTION
 LD0819
 LD0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0819'STATION IS 5 MILES WEST OF NORTH OF CARTHAGE, AND 1/2 MILE
 LD0819'NORTH OF THE VILLAGE OF FERRIS, ON RIGHT-OF-WAY OF CHICAGO,
 LD0819'BURLINGTON AND QUINCY RAILROAD.  MARK IS 8.0 METERS WEST OF
 LD0819'EAST RIGHT-OF-WAY FENCE, 6.40 METERS EAST OF NEAREST RAIL EAST,
 LD0819'9.50 METERS NORTH-NORTHWEST OF THE 3RD. TELEPHONE POLE NORTH OF
 LD0819'THE ROAD CROSSING RAILROAD ABOUT 0.6 MILE NORTH OF THE DEPOT
 LD0819'AT FERRIS, AND OPPOSITE A SMALL ELM TREE IN WEST RIGHT-OF-WAY
 LD0819'FENCE.
 LD0819'
 LD0819'TO REACH FROM FERRIS, GO NORTH PAST A LARGE CONCRETE ELEVATOR
 LD0819'1/2 MILE TO EAST-WEST SECTION-LINE ROAD CROSSING RAILROAD,
 LD0819'TURN UP EAST SIDE OF RIGHT-OF-WAY 200 YARDS NORTH TO STATION.
 LD0819'
 LD0819'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 1 FOOT WEST OF
 LD0819'EAST RIGHT-OF-WAY FENCE, 16.0 METERS EAST OF EAST AND NEAREST
 LD0819'RAIL, 8 METERS NORTHEAST OF FIRST TELEPHONE POLE NORTH OF STATION.
 LD0819'
 LD0819'REFERENCE MARK NO. 2 IS 5/8 MILE EAST OF THE STATION IN A
 LD0819'SCHOOLYARD, AND IS IN THE SOUTHWEST CORNER OF THE SCHOOLYARD,
 LD0819'1 FOOT EAST OF THE FENCE, 6 METERS NORTH OF THE SOUTHEAST
 LD0819'CORNER POST OF A CULTIVATED FIELD ADJOINING SCHOOL, 16 METERS
 LD0819'NORTH OF AN EAST-WEST SECTION-LINE ROAD, MIDWAY BETWEEN TWO
 LD0819'LARGE MAPLE TREES, AND 57 METERS SOUTHWEST OF THE SOUTHWEST
 LD0819'CORNER OF THE SCHOOLHOUSE.
 LD0819'
 LD0819'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 LD0819
 LD0819                          STATION RECOVERY (1970)
 LD0819
 LD0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LD0819'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LD0819'(AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LD0819'REFERENCE MARK NO. 2 HAD BEEN RUN OVER BY FARM MACHINERY BUT
 LD0819'STILL IN POSITION, AND WAS MOVED AT THE REQUEST OF THE PROPERTY
 LD0819'OWNER.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1
 LD0819'CHECKED, ALSO DIRECTION TO INTERSECTIONS AND REFERENCE MARK
 LD0819'NO. 2 CHECKED.  ADDITIONAL REFERENCE MARK WAS NOT SET FOR
 LD0819'THIS STATION DUE TO WET GROUND AND TRUCK COULD NOT BE DRIVEN
 LD0819'TO STATION.
 LD0819'
 LD0819'A NEW AZIMUTH MARK WAS SET.
 LD0819'
 LD0819'FOLLOWING IS A NEW DESCRIPTION.
 LD0819'
 LD0819'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 136
 LD0819'AND STATE HIGHWAY 94 AT THE NORTH SIDE OF CARTHAGE, GO NORTH
 LD0819'ON STATE HIGHWAY 94 FOR 4.2 MILES TO A SIDE ROAD ON THE LEFT.
 LD0819'TURN LEFT AND GO WEST ON A GRADED ROAD FOR 0.9 MILE TO A RAILROAD
 LD0819'CROSSING AND THE AZIMUTH MARK AT THE SOUTHWEST SIDE OF THE
 LD0819'CROSSING.  CONTINUE WEST ON THE GRADED ROAD FOR 0.65 MILE TO A
 LD0819'RAILROAD CROSSING.  TURN RIGHT AND GO NORTH ALONG THE EAST SIDE
 LD0819'OF TRACKS FOR 0.05 MILE TO THE STATION.
 LD0819'
 LD0819'STATION MARK, A STANDARD DISK STAMPED FERRIS S.B. 1931, IS SET IN
 LD0819'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LD0819'SURFACE OF THE GROUND.  IT IS 72.5 FEET SOUTHWEST OF THE
 LD0819'CENTER ONE OF THREE CONCRETE POSTS USED AS BRACES, 26.5 FEET
 LD0819'WEST OF THE RIGHT-OF-WAY FENCE, 21 FEET EAST OF THE EAST
 LD0819'RAIL OF RAILROAD TRACKS, AND 1 FOOT NORTH OF A METAL WITNESS
 LD0819'POST.  THE UNDERGROUND STATION MARK WAS NOT INSPECTED.
 LD0819'
 LD0819'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FERRIS S.B. NO. 1
 LD0819'1931, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LD0819'4 INCHES.  IT IS 95.5 FEET NORTH OF THE CENTER ONE OF THREE
 LD0819'CONCRETE POSTS USED AS BRACES, 46.5 FEET EAST OF THE EAST
 LD0819'RAIL OF RAILROAD TRACKS, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 LD0819'FENCE.
 LD0819'
 LD0819'AZIMUTH MARK, A STANDARD DISK STAMPED FERRIS SOUTH BASE 1931
 LD0819'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 LD0819'4 INCHES.  IT IS 23 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 LD0819'RAILROAD TRACKS, 22 FEET SOUTH OF THE CENTER OF THE GRAVELED
 LD0819'ROAD, 1 FOOT NORTH OF A CONCRETE BRACE POST, AND 1 FOOT WEST OF
 LD0819'A METAL WITNESS POST.
 LD0819'
 LD0819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LD0819'NW OF CARTHAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1308 ***********************************************************************
 MF1308  DESIGNATION -  FERRY
 MF1308  PID         -  MF1308
 MF1308  STATE/COUNTY-  IL/DU PAGE
 MF1308  USGS QUAD   -  NAPERVILLE (1993)
 MF1308
 MF1308                         *CURRENT SURVEY CONTROL
 MF1308  ___________________________________________________________________
 MF1308* NAD 83(1997)-  41 48 33.59045(N)    088 12 03.51295(W)     ADJUSTED  
 MF1308* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 MF1308  ___________________________________________________________________
 MF1308  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 MF1308  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF1308
 MF1308  HORZ ORDER  -  THIRD
 MF1308
 MF1308.The horizontal coordinates were established by classical geodetic methods
 MF1308.and adjusted by the National Geodetic Survey in October 1999..
 MF1308
 MF1308.The orthometric height was scaled from a topographic map.
 MF1308
 MF1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1308
 MF1308.The geoid height was determined by GEOID03.
 MF1308
 MF1308;                    North         East     Units Scale Factor Converg.
 MF1308;SPC IL E     -   570,933.693   310,998.322   MT  0.99997649   +0 05 17.7
 MF1308;SPC IL E     - 1,873,138.29  1,020,333.66   sFT  0.99997649   +0 05 17.7
 MF1308;UTM  16      - 4,629,303.839   400,240.847   MT  0.99972246   -0 48 02.5
 MF1308
 MF1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1308!SPC IL E     -   0.99997054  x   0.99997649  =   0.99994703
 MF1308!UTM  16      -   0.99997054  x   0.99972246  =   0.99969301
 MF1308
 MF1308:                Primary Azimuth Mark                     Grid Az
 MF1308:SPC IL E     -  WHEATON MUNICIPAL TANK                   054 35 56.4
 MF1308:UTM  16      -  WHEATON MUNICIPAL TANK                   055 29 16.6
 MF1308
 MF1308|---------------------------------------------------------------------|
 MF1308| PID    Reference Object                     Distance      Geod. Az  |
 MF1308|                                                           dddmmss.s |
 MF1308| MF1303 WHEATON MUNICIPAL TANK              APPROX.10.3 KM 0544114.1 |
 MF1308| MF1310 NAPERVILLE MUNICIPAL TANK           APPROX. 5.9 KM 1223515.1 |
 MF1308| MF1309 NAPERVILLE KROEHLER MFG CO STK      APPROX. 5.7 KM 1241128.3 |
 MF1308| CI7400 FERRY RM 1                           25.264 METERS 13856     |
 MF1308| CI7404 FERRY 2 RM 4                         18.062 METERS 17801     |
 MF1308| CI7401 FERRY RM 2                           21.725 METERS 24227     |
 MF1308| MF1307 FERRY 2                              27.628 METERS 24550     |
 MF1308| MF1306 PUBLIC SERV CO SUB STA 111 TK       APPROX. 2.8 KM 2455013.7 |
 MF1308| CI7399 FERRY AZ MK                                        2783819.6 |
 MF1308| MF1380 GENEVA RAD STA KSD 471 MAST         APPROX. 9.7 KM 3190714.0 |
 MF1308| MF1315 WEST CHICAGO MUNICIPAL TANK         APPROX. 8.5 KM 3571642.0 |
 MF1308|---------------------------------------------------------------------|
 MF1308
 MF1308                          SUPERSEDED SURVEY CONTROL
 MF1308
 MF1308  NAD 83(1997)-  41 48 33.59060(N)    088 12 03.51423(W) AD(       ) 3
 MF1308  NAD 83(1986)-  41 48 33.59422(N)    088 12 03.52351(W) AD(       ) 3
 MF1308  NAD 27      -  41 48 33.48910(N)    088 12 03.27550(W) AD(       ) 3
 MF1308
 MF1308.Superseded values are not recommended for survey control.
 MF1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1308.See file dsdata.txt to determine how the superseded data were derived.
 MF1308
 MF1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0024129304(NAD 83)
 MF1308_MARKER: DS = TRIANGULATION STATION DISK
 MF1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1308
 MF1308  HISTORY     - Date     Condition        Report By
 MF1308  HISTORY     - 1956     MONUMENTED       CGS
 MF1308  HISTORY     - 1963     GOOD             CGS
 MF1308  HISTORY     - 1972     GOOD             LOCSUR
 MF1308  HISTORY     - 1973     SEE DESCRIPTION  LOCSUR
 MF1308  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MF1308
 MF1308                          STATION DESCRIPTION
 MF1308
 MF1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1308'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF AURORA,
 MF1308'5 MILES SOUTH OF WEST CHICAGO AND 4 MILES NORTHWEST OF NAPERVILLE
 MF1308'ON THE NORTH SIDE OF FERRY ROAD AND ON ROAD RIGHT-OF-WAY.
 MF1308'IT IS 25 FEET NORTH OF THE CENTER OF FERRY ROAD, 6 FEET
 MF1308'EAST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE LINE.
 MF1308'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MF1308'FERRY 1956.
 MF1308'
 MF1308'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MF1308'55 AND 59 (WHICH IS ABOUT 4-1/2 MILES SOUTH OF WEST CHICAGO),
 MF1308'GO SOUTH ON STATE HIGHWAY 59 FOR 0.8 MILE TO CROSS ROAD
 MF1308'(FERRY ROAD), TURN LEFT AND GO EAST ON FERRY ROAD FOR 0.15
 MF1308'MILE TO THE STATION ON THE NORTH SIDE AS DESCRIBED.
 MF1308'
 MF1308'REFERENCE MARK 1 IS 25 FEET SOUTH OF THE CENTER OF FERRY
 MF1308'ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS
 MF1308'ABOUT 2 INCHES AND THE DISK IS STAMPED FERRY NO 1 1956.
 MF1308'
 MF1308'REFERENCE MARK 2 IS 23 FEET SOUTH OF THE CENTER OF FERRY ROAD
 MF1308'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS ABOUT
 MF1308'2 INCHES AND THE DISK IS STAMPED FERRY NO 2 1956.
 MF1308'
 MF1308'THE AZIMUTH MARK IS 36 FEET WEST OF THE WEST RAIL OF THE
 MF1308'RAILROAD TRACK, 31 FEET NORTH OF A POWER LINE POLE, 1 FOOT
 MF1308'NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 MF1308'THE MARK IS SET ON THE RAILROAD RIGHT-OF-WAY.  THE MARK
 MF1308'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FERRY 1956.
 MF1308'
 MF1308'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON FERRY
 MF1308'ROAD FOR 0.15 MILE TO STATE HIGHWAY 59, CROSS HIGHWAY AND
 MF1308'CONTINUE WEST ON FERRY ROAD FOR 0.2 MILE TO RAILROAD TRACK
 MF1308'AND MARK ABOUT 100 FEET SOUTH OF ROAD AND ON WEST SIDE OF
 MF1308'TRACK AS DESCRIBED.
 MF1308'
 MF1308'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1308
 MF1308                          STATION RECOVERY (1963)
 MF1308
 MF1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MF1308'ONLY THE STATION MARKS AND THE AZIMUTH MARK WERE RECOVERED
 MF1308'IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY DESCRIBED.  THE
 MF1308'TWO REFERENCE MARKS EVIDENTLY HAD BEEN DESTROYED BY ROAD
 MF1308'DITCHING OPERATIONS.  THE AZIMUTH MARK WAS OBSTRUCTED BY A
 MF1308'WIDE FIELD OF CORN JUST NEARING MATURITY.  THE MUNICIPAL WATER
 MF1308'TANK AT NAPERVILLE REPORTEDLY AND EVIDENTLY HAS BEEN REPLACED
 MF1308'BY ANOTHER THO THE AZIMUTH TO THE ONE OBSERVED FROM THE
 MF1308'STATION IN 1956 IS NOW OBSTRUCTED BY A LARGE OFFICE BUILING OF
 MF1308'THE ILLINOIS GAS COMPANY.  THE PUBLIC SERVICE SUB-STATION
 MF1308'NO. 111 WATER TANK REPORTEDLY AND APPARENTLY UNCHANGED WAS
 MF1308'VISIBLE AND USED AS THE ONLY AVAILABLE AZIMUTH IN THE
 MF1308'ESTABLISHMENT OF FERRY 2 FOR WHICH SEE DESCRIPTION
 MF1308'THEREOF.
 MF1308'
 MF1308'THE SUBSURFACE STATION MARK OF THE SUBJECT STATION
 MF1308'WAS LEFT IN PLACE WITHOUT BEING DISTURBED.  IT APPEARS THAT
 MF1308'THE PROPOSED CONSTRUCTION WHICH IS ACTUALLY IN PROGRESS IN
 MF1308'THE ORDINARY COURSE OF SUCH WILL NOT DISTURB THE SUBSURFACE
 MF1308'MARK.
 MF1308
 MF1308                          STATION RECOVERY (1972)
 MF1308
 MF1308'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1308'ALL MARKS RECOVERED GOOD COND. AS DESC.
 MF1308
 MF1308                          STATION RECOVERY (1973)
 MF1308
 MF1308'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 MF1308'RECOVERED BY WEBSTER AND ASSOC
 MF1308'
 MF1308'A QUICK EXAMINATION OF AREA INDICATES THAT THE STATION MARK
 MF1308'HAS MOST LIKELY BEEN WIPED OUT BY SEWER CONSTRUCTION.  THE
 MF1308'SEWER LIES ABOUT 25 FEET N OF THE CENTER LINE OF THE ROAD
 MF1308'AND THERE IS NO EVIDENCE OF RIGHT OF WAY FENCE ALONG THE
 MF1308'NORTH SIDE OF ROAD.
 MF1308
 MF1308                          STATION RECOVERY (1988)
 MF1308
 MF1308'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLP)
 MF1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1307 ***********************************************************************
 MF1307  DESIGNATION -  FERRY 2
 MF1307  PID         -  MF1307
 MF1307  STATE/COUNTY-  IL/DU PAGE
 MF1307  USGS QUAD   -  NAPERVILLE (1993)
 MF1307
 MF1307                         *CURRENT SURVEY CONTROL
 MF1307  ___________________________________________________________________
 MF1307* NAD 83(1997)-  41 48 33.22387(N)    088 12 04.60499(W)     ADJUSTED  
 MF1307* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 MF1307  ___________________________________________________________________
 MF1307  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 MF1307  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF1307
 MF1307  HORZ ORDER  -  THIRD
 MF1307
 MF1307.The horizontal coordinates were established by classical geodetic methods
 MF1307.and adjusted by the National Geodetic Survey in October 1999..
 MF1307.No horizontal observational check was made to the station.
 MF1307
 MF1307.The orthometric height was scaled from a topographic map.
 MF1307
 MF1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1307
 MF1307.The geoid height was determined by GEOID03.
 MF1307
 MF1307;                    North         East     Units Scale Factor Converg.
 MF1307;SPC IL E     -   570,922.344   310,973.133   MT  0.99997648   +0 05 16.9
 MF1307;SPC IL E     - 1,873,101.06  1,020,251.02   sFT  0.99997648   +0 05 16.9
 MF1307;UTM  16      - 4,629,292.885   400,215.491   MT  0.99972252   -0 48 03.2
 MF1307
 MF1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1307!SPC IL E     -   0.99997054  x   0.99997648  =   0.99994702
 MF1307!UTM  16      -   0.99997054  x   0.99972252  =   0.99969307
 MF1307
 MF1307|---------------------------------------------------------------------|
 MF1307| PID    Reference Object                     Distance      Geod. Az  |
 MF1307|                                                           dddmmss.s |
 MF1307| MF1308 FERRY                                27.628 METERS 06550     |
 MF1307| CI7404 FERRY 2 RM 4                         26.700 METERS 10438     |
 MF1307| MF1306 PUBLIC SERV CO SUB STA 111 TK       APPROX. 2.8 KM 2455013.0 |
 MF1307| CI7403 FERRY 2 RM 3                         25.852 METERS 28424     |
 MF1307| CI7402 FERRY 2 AZ MK                                      2883455.8 |
 MF1307|---------------------------------------------------------------------|
 MF1307
 MF1307                          SUPERSEDED SURVEY CONTROL
 MF1307
 MF1307  NAD 83(1997)-  41 48 33.22402(N)    088 12 04.60627(W) AD(       ) 3
 MF1307  NAD 83(1986)-  41 48 33.22765(N)    088 12 04.61554(W) AD(       ) 3
 MF1307  NAD 27      -  41 48 33.12250(N)    088 12 04.36750(W) AD(       ) 3
 MF1307
 MF1307.Superseded values are not recommended for survey control.
 MF1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1307.See file dsdata.txt to determine how the superseded data were derived.
 MF1307
 MF1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0021529293(NAD 83)
 MF1307_MARKER: DS = TRIANGULATION STATION DISK
 MF1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1307_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1307
 MF1307  HISTORY     - Date     Condition        Report By
 MF1307  HISTORY     - 1963     MONUMENTED       CGS
 MF1307  HISTORY     - 1973     GOOD             BRADY
 MF1307  HISTORY     - 1988     GOOD             USPSQD
 MF1307  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 MF1307
 MF1307                          STATION DESCRIPTION
 MF1307
 MF1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VRS)
 MF1307'ABOUT 5 MILES S OF WEST CHICAGO, ABOUT 1-1/4 MILES AIR LINE
 MF1307'WSW OF WARRENVILLE, OR 0.8 MILE S ALONG NO. 59 ILLINOIS HWY.
 MF1307'FROM ITS INTERSECTION WITH NO. 55 ILL. HWY. AND TURN LEFT,
 MF1307'THENCE 0.1 MILE E TO TOP OF RIDGE AND STATION ON RIGHT, 0.25
 MF1307'MILE N OF ILL. E-W (AURORA-CHICAGO) TOLLWAY FROM WHICH THERE
 MF1307'IS EGRESS ONLY WESTBOUND, ABOUT 25 YARDS E OF THE CREST OF
 MF1307'THE RIDGE, 50 FEET S OF CENTER LINE OF FERRY ROAD, AND 3.4
 MF1307'FEET W OF A STEEL WITNESS POST, BOTH DISKS STAMPED FERRY 2
 MF1307'1963, UPPER MARK FLUSH WITH THE GROUND.
 MF1307'
 MF1307'REFERENCE MARK NO. 3 IS ON APPROXIMATE CREST OF THE RIDGE,
 MF1307'FLUSH WITH THE GROUND, AND 50 FEET SSW OF CENTER LINE OF
 MF1307'FERRY ROAD.
 MF1307'
 MF1307'REFERENCE MARK NO. 4 IS FLUSH WITH GROUND, AND 50 FEET S
 MF1307'OF CENTER LINE OF ROAD
 MF1307'
 MF1307'THE REMAINING SUBSURFACE MARK OF FERRY 1956 IS ABOUT 7 FEET
 MF1307'NNE OF CENTER LINE OF THE ROAD AND WILL BE 2 OR 3 FEET BELOW
 MF1307'THE NEW PAVEMENT OF SAME.
 MF1307'
 MF1307'THE AZIMUTH MARK IS ABOUT 50 YARDS N OF THE CENTER LINE OF
 MF1307'FERRY ROAD, 39 FEET NW OF THE CENTER LINE OF OLD RAILROAD
 MF1307'ROADBED EVIDENTLY TO BE MADE A ROAD, 41 FEET SW OF A POWER
 MF1307'POLE, ONE FOOT SE OF A FENCE, AND 1.5 FEET S OF STEEL WITNESS
 MF1307'POST.
 MF1307
 MF1307                          STATION RECOVERY (1973)
 MF1307
 MF1307'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (JJ)
 MF1307'STATION RECOVERED BY BRADY LAND SURVEYING INC.
 MF1307'
 MF1307'AZIM-GOOD
 MF1307'
 MF1307'FERRY 2 1963-GOOD
 MF1307'
 MF1307'R.M. 3-GOOD
 MF1307'
 MF1307'R.M. 4-GOOD
 MF1307
 MF1307                          STATION RECOVERY (1988)
 MF1307
 MF1307'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLP)
 MF1307'RECOVERED IN GOOD CONDITION.
 MF1307
 MF1307                          STATION RECOVERY (1998)
 MF1307
 MF1307'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1851 ***********************************************************************
 LC1851  DESIGNATION -  FEVERS
 LC1851  PID         -  LC1851
 LC1851  STATE/COUNTY-  IL/MCLEAN
 LC1851  USGS QUAD   -  GRIDLEY (1981)
 LC1851
 LC1851                         *CURRENT SURVEY CONTROL
 LC1851  ___________________________________________________________________
 LC1851* NAD 83(1997)-  40 42 49.19898(N)    088 58 01.46671(W)     ADJUSTED  
 LC1851* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 LC1851  ___________________________________________________________________
 LC1851  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 LC1851  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LC1851
 LC1851  HORZ ORDER  -  FIRST
 LC1851
 LC1851.The horizontal coordinates were established by classical geodetic methods
 LC1851.and adjusted by the National Geodetic Survey in October 1999..
 LC1851
 LC1851.The orthometric height was scaled from a topographic map.
 LC1851
 LC1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1851
 LC1851.The geoid height was determined by GEOID03.
 LC1851
 LC1851;                    North         East     Units Scale Factor Converg.
 LC1851;SPC IL E     -   449,438.093   246,451.200   MT  1.00001028   -0 24 48.2
 LC1851;SPC IL E     - 1,474,531.48    808,565.31   sFT  1.00001028   -0 24 48.2
 LC1851;SPC IL W     -   449,921.887   801,358.610   MT  1.00006759   +0 46 57.1
 LC1851;SPC IL W     - 1,476,118.72  2,629,124.04   sFT  1.00006759   +0 46 57.1
 LC1851;UTM  16      - 4,508,832.913   333,847.269   MT  0.99993981   -1 17 00.1
 LC1851
 LC1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1851!SPC IL E     -   0.99996851  x   1.00001028  =   0.99997879
 LC1851!SPC IL W     -   0.99996851  x   1.00006759  =   1.00003610
 LC1851!UTM  16      -   0.99996851  x   0.99993981  =   0.99990832
 LC1851
 LC1851:                Primary Azimuth Mark                     Grid Az
 LC1851:SPC IL E     -  FEVERS AZ MK                             001 13 56.5
 LC1851:SPC IL W     -  FEVERS AZ MK                             000 02 11.2
 LC1851:UTM  16      -  FEVERS AZ MK                             002 06 08.4
 LC1851
 LC1851|---------------------------------------------------------------------|
 LC1851| PID    Reference Object                     Distance      Geod. Az  |
 LC1851|                                                           dddmmss.s |
 LC1851| CI7405 FEVERS AZ MK                                       0004908.3 |
 LC1851| CI7406 FEVERS RM 1                          28.843 METERS 03254     |
 LC1851| LC1852 GRIDLEY MUNICIPAL TANK              APPROX. 7.8 KM 0661820.1 |
 LC1851| LC1847 LEXINGTON MUNICIPAL STANDPIPE       APPROX.17.7 KM 1170147.4 |
 LC1851| CI7407 FEVERS RM 2                          32.850 METERS 14905     |
 LC1851| LC1873 EL PASO MUNICIPAL TANK              APPROX. 5.3 KM 3011500.8 |
 LC1851| LC1876 EL PASO CATHOLIC CHURCH SPIRE       APPROX. 4.9 KM 3081044.2 |
 LC1851|---------------------------------------------------------------------|
 LC1851
 LC1851                          SUPERSEDED SURVEY CONTROL
 LC1851
 LC1851  NAD 83(1986)-  40 42 49.21479(N)    088 58 01.47268(W) AD(       ) 1
 LC1851  NAD 27      -  40 42 49.08800(N)    088 58 01.21600(W) AD(       ) 1
 LC1851
 LC1851.Superseded values are not recommended for survey control.
 LC1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1851.See file dsdata.txt to determine how the superseded data were derived.
 LC1851
 LC1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3384708833(NAD 83)
 LC1851_MARKER: DS = TRIANGULATION STATION DISK
 LC1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1851
 LC1851  HISTORY     - Date     Condition        Report By
 LC1851  HISTORY     - 1939     MONUMENTED       CGS
 LC1851  HISTORY     - 1959     GOOD             CGS
 LC1851  HISTORY     - 1968     GOOD             CGS
 LC1851
 LC1851                          STATION DESCRIPTION
 LC1851
 LC1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1851'THE STATION IS ABOUT 4 MILES SOUTHEAST OF THE TOWN OF EL
 LC1851'PASO.  IN THE RIGHT-OF-WAY FENCE ON THE WEST SIDE OF A GRAVELED
 LC1851'ROAD.  ON THE HIGHEST PART OF A RIDGE RUNNING EAST-AND-WEST.
 LC1851'IN THE NE 1/4 SE 1/4 OF SEC. 15, T. 26 N., R. 2 E.  1 MILE
 LC1851'EAST OF THE WOODFORD-MC LEAN COUNTY LINE.  AND 0.2 MILE NORTH
 LC1851'OF THE HOME OF LEO FEVERS.  THE MARK, PROJECTS
 LC1851'4 INCHES ABOVE THE GROUND AND IS STAMPED FEVERS 1939.
 LC1851'
 LC1851'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. PAVED HIGHWAYS
 LC1851'NO. 51 AND NO. 24 IN EL PASO, DRIVE EAST ON NO. 24 FOR 2.9
 LC1851'MILES, THEN TURN RIGHT (SOUTH) AND DRIVE 1.7 MILES TO THE
 LC1851'TOP OF THE GRADE AND THE STATION ON THE WEST SIDE OF THE
 LC1851'ROAD.
 LC1851'
 LC1851'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1851'BRONZE DISKS SET IN CONCRETE.
 LC1851'
 LC1851'REFERENCE MARK NO. 1 IS 94.62 FEET, 28.843 METERS, NORTHEAST
 LC1851'OF THE STATION.  IT IS 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 LC1851'FENCE, AND 15 FEET SOUTH OF A TELEPHONE POLE.  THE MARK,
 LC1851'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED
 LC1851'FEVERS NO 1 1939.
 LC1851'
 LC1851'REFERENCE MARK NO. 2 IS 107.78 FEET, 32.850 METERS, SOUTH-SOUTHEAST
 LC1851'OF THE STATION.  IT IS 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 LC1851'FENCE, AND 6 FEET NORTH OF A TELEPHONE POLE.  THE MARK,
 LC1851'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED FEVERS
 LC1851'NO 2 1939.
 LC1851'
 LC1851'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF THE STATION,
 LC1851'1-1/2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 100
 LC1851'YARDS SOUTH OF A FARMYARD GATE ON THE EAST SIDE OF THE ROAD.
 LC1851'THE MARK, PROJECTS 6 INCHES ABOVE THE GROUND AND
 LC1851'IS STAMPED FEVERS 1939.
 LC1851'
 LC1851'ALL THE MARKS ARE WITNESSED BY A 4- BY 4-INCH WHITE POST
 LC1851'WHICH PROJECTS 2-1/2 FEET ABOVE THE GROUND.
 LC1851'
 LC1851'A 15-FOOT TOWER NEEDED TO SEE A 74-FOOT LIGHT AT HUMMEL.
 LC1851'
 LC1851'A 50-FOOT TOWER NEEDED TO SEE A 100-FOOT LIGHT AT FORD.
 LC1851'
 LC1851'A 70-FOOT TOWER NEEDED TO SEE A 100-FOOT TOWER AT ZIMMERMAN.
 LC1851'
 LC1851'AN 87-FOOT LIGHT AT DRESSLER IS VISIBLE FROM GROUND.
 LC1851'
 LC1851'A 100-FOOT LIGHT AT SCHLOSSER IS VISIBLE FROM GROUND.
 LC1851'
 LC1851'A 100-FOOT LIGHT AT FLANAGAN IS VISIBLE FROM GROUND.
 LC1851'
 LC1851'THE GRIDLEY AND EL PASO MUNICIPAL WATERTANKS ARE VISIBLE
 LC1851'FROM GROUND.
 LC1851'
 LC1851'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1851
 LC1851                          STATION RECOVERY (1959)
 LC1851
 LC1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 LC1851'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LC1851
 LC1851                          STATION RECOVERY (1968)
 LC1851
 LC1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ARS)
 LC1851'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1693 ***********************************************************************
 JB1693  DESIGNATION -  FIELD
 JB1693  PID         -  JB1693
 JB1693  STATE/COUNTY-  IL/WHITE
 JB1693  USGS QUAD   -  ENFIELD (1974)
 JB1693
 JB1693                         *CURRENT SURVEY CONTROL
 JB1693  ___________________________________________________________________
 JB1693* NAD 83(1997)-  38 05 03.98064(N)    088 21 58.16487(W)     ADJUSTED  
 JB1693* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 JB1693  ___________________________________________________________________
 JB1693  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JB1693  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 JB1693
 JB1693  HORZ ORDER  -  THIRD
 JB1693
 JB1693.The horizontal coordinates were established by classical geodetic methods
 JB1693.and adjusted by the National Geodetic Survey in October 1999..
 JB1693
 JB1693.The orthometric height was scaled from a topographic map.
 JB1693
 JB1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1693
 JB1693.The geoid height was determined by GEOID03.
 JB1693
 JB1693;                    North         East     Units Scale Factor Converg.
 JB1693;SPC IL E     -   157,347.633   297,120.405   MT  0.99997510   -0 01 12.9
 JB1693;SPC IL E     -   516,231.36    974,802.53   sFT  0.99997510   -0 01 12.9
 JB1693;UTM  16      - 4,216,064.922   380,189.992   MT  0.99977679   -0 50 34.0
 JB1693
 JB1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1693!SPC IL E     -   0.99998092  x   0.99997510  =   0.99995602
 JB1693!UTM  16      -   0.99998092  x   0.99977679  =   0.99975771
 JB1693
 JB1693:                Primary Azimuth Mark                     Grid Az
 JB1693:SPC IL E     -  ENFIELD MUNICIPAL TANK                   057 26 25.6
 JB1693:UTM  16      -  ENFIELD MUNICIPAL TANK                   058 15 46.7
 JB1693
 JB1693|---------------------------------------------------------------------|
 JB1693| PID    Reference Object                     Distance      Geod. Az  |
 JB1693|                                                           dddmmss.s |
 JB1693| JB1694 ENFIELD MUNICIPAL TANK              APPROX. 3.0 KM 0572512.7 |
 JB1693| CI4437 FIELD AZ MK                                        0962817.8 |
 JB1693| CI4438 FIELD RM 1                           61.525 METERS 24020     |
 JB1693| CI4439 FIELD RM 2                           57.713 METERS 29959     |
 JB1693|---------------------------------------------------------------------|
 JB1693
 JB1693                          SUPERSEDED SURVEY CONTROL
 JB1693
 JB1693  NAD 83(1997)-  38 05 03.98629(N)    088 21 58.16609(W) AD(       ) 3
 JB1693  NAD 83(1997)-  38 05 03.98972(N)    088 21 58.16565(W) AD(       ) 3
 JB1693  NAD 83(1986)-  38 05 03.99266(N)    088 21 58.16674(W) AD(       ) 3
 JB1693  NAD 27      -  38 05 03.82089(N)    088 21 57.99783(W) AD(       ) 3
 JB1693
 JB1693.Superseded values are not recommended for survey control.
 JB1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1693.See file dsdata.txt to determine how the superseded data were derived.
 JB1693
 JB1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8019016065(NAD 83)
 JB1693_MARKER: DS = TRIANGULATION STATION DISK
 JB1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1693
 JB1693  HISTORY     - Date     Condition        Report By
 JB1693  HISTORY     - 1961     MONUMENTED       CGS
 JB1693
 JB1693                          STATION DESCRIPTION
 JB1693
 JB1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1693'THE STATION IS ABOUT 1.5 MILES SOUTHWEST OF ENFIELD, ABOUT 9 MILES
 JB1693'EAST OF MC LEANSBORO, IN
 JB1693'THE SOUTHWEST 0.25 OF SEC 18, T 5 S, R 8 E AND ON
 JB1693'PROPERTY OF MR FRANCIS HANNGAN.
 JB1693'IT IS 258 FEET EAST-NORTHEAST OF THE
 JB1693'SOUTHEAST CORNER OF A BARN, 212 FEET NORTHEAST OF A
 JB1693'FENCE CORNER AND
 JB1693'170 FEET EAST OF A WIRE FENCE.  THE MONUMENT IS UNDERGROUND 14 INCHES
 JB1693'AND THE DISK IS
 JB1693'STAMPED FIELD 1961.
 JB1693'
 JB1693'TO REACH FROM THE JUNCTION OF U S HIGHWAYS 460 AND 45, ABOUT 1 MILE
 JB1693'SOUTH OF ENFIELD, GO WEST
 JB1693'ON HIGHWAY 460 FOR 0.4 MILE TO THE AZIMUTH MARK ON
 JB1693'THE LEFT.  CONTINUE WEST ON HIGHWAY
 JB1693'460 FOR 0.1 MILE TO A RAILROAD
 JB1693'CROSSING.  CONTINUE WEST ON HIGHWAY 460 FOR 1.1 MILES
 JB1693'TO A CROSSROAD.
 JB1693'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A DRIVEWAY
 JB1693'RIGHT.  TURN RIGHT
 JB1693'AND GO EAST ON A GRAVELED DRIVEWAY FOR 0.05 MILE
 JB1693'TO MR HANNGAN HOME ON THE RIGHT AND
 JB1693'THE STATION ABOUT 100 YARDS
 JB1693'NORTHEAST ACROSS THE PASTURE.
 JB1693'
 JB1693'REFERENCE MARK 1 IS 83 FEET EAST OF THE SOUTHEAST CORNER OF THE BARN,
 JB1693'14 FEET NORTH OF A FENCE
 JB1693'CORNER, 2 FEET NORTH OF A NORTH GATE POST AND 1 FOOT
 JB1693'SOUTH OF A WITNESS POST.  THE
 JB1693'MONUMENT PROJECTS 1 INCH AND THE DISK
 JB1693'IS STAMPED FIELD NO 1 1961.
 JB1693'
 JB1693'REFERENCE MARK 2 IS 50 FEET SOUTH OF A T-FENCE CORNER AND 6 INCHES
 JB1693'EAST OF A WIRE FENCE.  THE
 JB1693'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED FIELD NO 2 1961.
 JB1693'
 JB1693'THE AZIMUTH MARK IS 58 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 460, 6
 JB1693'FEET NORTH OF THE NORTH
 JB1693'POST OF A BILLBOARD, 2 FEET NORTH OF A WIRE FENCE
 JB1693'AND 2 FEET NORTHWEST OF A WITNESS
 JB1693'POST.  THE MONUMENT PROJECTS 2
 JB1693'INCHES AND THE DISK IS STAMPED FIELD 1961.
 JB1693'
 JB1693'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1826 ***********************************************************************
 JB1826  DESIGNATION -  FIKES
 JB1826  PID         -  JB1826
 JB1826  STATE/COUNTY-  IL/MARION
 JB1826  USGS QUAD   -  CENTRALIA EAST (1981)
 JB1826
 JB1826                         *CURRENT SURVEY CONTROL
 JB1826  ___________________________________________________________________
 JB1826* NAD 83(1997)-  38 32 07.88075(N)    089 00 22.55324(W)     ADJUSTED  
 JB1826* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 JB1826  ___________________________________________________________________
 JB1826  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JB1826  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JB1826
 JB1826  HORZ ORDER  -  THIRD
 JB1826
 JB1826.The horizontal coordinates were established by classical geodetic methods
 JB1826.and adjusted by the National Geodetic Survey in October 1999..
 JB1826
 JB1826.The orthometric height was scaled from a topographic map.
 JB1826
 JB1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1826
 JB1826.The geoid height was determined by GEOID03.
 JB1826
 JB1826;                    North         East     Units Scale Factor Converg.
 JB1826;SPC IL E     -   207,631.844   241,328.331   MT  1.00001738   -0 25 09.3
 JB1826;SPC IL E     -   681,205.47    791,758.03   sFT  1.00001738   -0 25 09.3
 JB1826;UTM  16      - 4,267,142.823   325,135.851   MT  0.99997657   -1 15 00.8
 JB1826
 JB1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1826!SPC IL E     -   0.99997722  x   1.00001738  =   0.99999460
 JB1826!UTM  16      -   0.99997722  x   0.99997657  =   0.99995379
 JB1826
 JB1826|---------------------------------------------------------------------|
 JB1826| PID    Reference Object                     Distance      Geod. Az  |
 JB1826|                                                           dddmmss.s |
 JB1826| CI4443 FIKES RM 1                           20.010 METERS 06230     |
 JB1826| CI4442 FIKES AZ MK                                        1252007.2 |
 JB1826| CI4444 FIKES RM 2                           46.967 METERS 15842     |
 JB1826|---------------------------------------------------------------------|
 JB1826
 JB1826                          SUPERSEDED SURVEY CONTROL
 JB1826
 JB1826  NAD 83(1986)-  38 32 07.89608(N)    089 00 22.54980(W) AD(       ) 3
 JB1826  NAD 27      -  38 32 07.71717(N)    089 00 22.31903(W) AD(       ) 3
 JB1826
 JB1826.Superseded values are not recommended for survey control.
 JB1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1826.See file dsdata.txt to determine how the superseded data were derived.
 JB1826
 JB1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2513667143(NAD 83)
 JB1826_MARKER: DS = TRIANGULATION STATION DISK
 JB1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1826
 JB1826  HISTORY     - Date     Condition        Report By
 JB1826  HISTORY     - 1962     MONUMENTED       CGS
 JB1826
 JB1826                          STATION DESCRIPTION
 JB1826
 JB1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1826'THE STATION IS ABOUT 5 MILES EAST OF CENTRALIA, ABOUT 6.5 MILES
 JB1826'SOUTHWEST OF SALEM, ON
 JB1826'THE PROPERTY OF MR O L BRANCH AND IS NEAR THE CENTER OF
 JB1826'SECTION 8, T 1 N, R 2 E.  IT
 JB1826'IS 120 FEET WEST OF THE CENTERLINE OF AN
 JB1826'OILED ROAD, 98 FEET NORTH OF THE NORTHEAST
 JB1826'CORNER OF A FRAME HOUSE,
 JB1826'66 FEET SOUTHWEST OF A WITNESS POST AND 36 FEET SOUTH OF A
 JB1826'FENCE LINE.
 JB1826'THE MONUMENT IS 16 INCHES UNDERGROUND AND THE DISK IS STAMPED
 JB1826'FIKES 1962.
 JB1826'
 JB1826'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 161, ABOUT 7
 JB1826'MILES SOUTH OF SALEM, GO
 JB1826'WEST ON HIGHWAY 161 FOR 3.05 MILES TO A CROSSROAD.  TURN
 JB1826'RIGHT AND GO NORTH ON A
 JB1826'PAVED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN
 JB1826'LEFT AND GO WEST ON AN OILED ROAD FOR 0.25
 JB1826'MILE TO ANOTHER CROSSROAD
 JB1826'AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE.  CONTINUE WEST
 JB1826'AND NORTH ON AN
 JB1826'OILED ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT, JUST NORTH
 JB1826'OF A HOUSE.
 JB1826'
 JB1826'REFERENCE MARK 1 IS 61 FEET WEST OF THE CENTERLINE OF THE OILED ROAD,
 JB1826'8 FEET SOUTHEAST OF A
 JB1826'TWIN TRUNK CEDAR TREE AND 2 FEET NORTHWEST OF THE
 JB1826'WITNESS POST.  THE MONUMENT
 JB1826'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JB1826'FIKES NO 1 1962.
 JB1826'
 JB1826'REFERENCE MARK 2 IS 62 FEET WEST OF THE CENTERLINE OF THE OILED ROAD,
 JB1826'59 FEET SOUTHEAST OF THE
 JB1826'SOUTHEAST CORNER OF THE FRAME HOUSE AND 1 FOOT NORTH
 JB1826'OF A WIRE FENCE.  THE MONUMENT IS
 JB1826'FLUSH AND THE DISK IS STAMPED FIKES NO 2 1962.
 JB1826'
 JB1826'THE AZIMUTH MARK IS 62 FEET SOUTHWEST OF THE CENTERLINE OF A
 JB1826'CROSSROAD, 22 FEET SOUTH OF
 JB1826'THE CENTERLINE OF AN OILED ROAD, 1 FOOT NORTH OF A WIRE
 JB1826'FENCE AND 1 FOOT WEST OF A
 JB1826'WITNESS POST.  THE MONUMENT PROJECTS 4
 JB1826'INCHES AND THE DISK IS STAMPED FIKES 1962.
 JB1826'
 JB1826'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1161 ***********************************************************************
 KB1161  DESIGNATION -  FILSON
 KB1161  PID         -  KB1161
 KB1161  STATE/COUNTY-  IL/DOUGLAS
 KB1161  USGS QUAD   -  HINDSBORO (1982)
 KB1161
 KB1161                         *CURRENT SURVEY CONTROL
 KB1161  ___________________________________________________________________
 KB1161* NAD 83(1997)-  39 41 13.87932(N)    088 13 54.12924(W)     ADJUSTED  
 KB1161* NAVD 88     -       195.5    (meters)     641.     (feet)  VERTCON   
 KB1161  ___________________________________________________________________
 KB1161  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 KB1161  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB1161
 KB1161  HORZ ORDER  -  FIRST
 KB1161
 KB1161.The horizontal coordinates were established by classical geodetic methods
 KB1161.and adjusted by the National Geodetic Survey in October 1999..
 KB1161
 KB1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1161
 KB1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1161
 KB1161.The geoid height was determined by GEOID03.
 KB1161
 KB1161;                    North         East     Units Scale Factor Converg.
 KB1161;SPC IL E     -   335,274.170   308,717.897   MT  0.99997594   +0 03 53.6
 KB1161;SPC IL E     - 1,099,978.67  1,012,851.97   sFT  0.99997594   +0 03 53.6
 KB1161;UTM  16      - 4,393,764.186   394,382.543   MT  0.99973733   -0 47 11.9
 KB1161
 KB1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1161!SPC IL E     -   0.99997436  x   0.99997594  =   0.99995030
 KB1161!UTM  16      -   0.99997436  x   0.99973733  =   0.99971170
 KB1161
 KB1161|---------------------------------------------------------------------|
 KB1161| PID    Reference Object                     Distance      Geod. Az  |
 KB1161|                                                           dddmmss.s |
 KB1161| CI7408 FILSON RM 1                          26.930 METERS 05403     |
 KB1161| KB1159 FILSON AZ MK                        APPROX. 0.6 KM 1853952.4 |
 KB1161| CI7409 FILSON RM 2                          22.167 METERS 25729     |
 KB1161|---------------------------------------------------------------------|
 KB1161
 KB1161                          SUPERSEDED SURVEY CONTROL
 KB1161
 KB1161  NAD 83(1997)-  39 41 13.87816(N)    088 13 54.12738(W) AD(       ) 1
 KB1161  NAD 83(1986)-  39 41 13.89048(N)    088 13 54.12463(W) AD(       ) 1
 KB1161  NAD 27      -  39 41 13.77107(N)    088 13 53.96402(W) AD(       ) 1
 KB1161  NGVD 29 (07/19/86)  195.6    (m)          642.     (f) VERT ANG       
 KB1161
 KB1161.Superseded values are not recommended for survey control.
 KB1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1161.See file dsdata.txt to determine how the superseded data were derived.
 KB1161
 KB1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9438393764(NAD 83)
 KB1161_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1161_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1161+STABILITY: SURFACE MOTION
 KB1161
 KB1161  HISTORY     - Date     Condition        Report By
 KB1161  HISTORY     - 1980     MONUMENTED       NGS
 KB1161  HISTORY     - 20001229 SEE DESCRIPTION  ZAMBRA
 KB1161
 KB1161                          STATION DESCRIPTION
 KB1161
 KB1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1161'THE STATION IS LOCATED ABOUT 13.3 KM (8-1/4 MI)
 KB1161'SOUTH-SOUTHEAST OF
 KB1161'TUSCOLA, 8.4 KM (5-1/4 MI) WEST OF HINDSBORO,
 KB1161'6.4 KM (4 MI) EAST OF ARCOLA,
 KB1161'SOUTHWEST CORNER SECTION 6,T14N,R9E, AND ON PROPERTY OWNED
 KB1161'BY MR. EUGENE DALLMIER, 131 SOUTH PINE, ARCOLA, IL 61910.
 KB1161'
 KB1161'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 57
 KB1161'AND STATE HIGHWAY 133, AT THE EAST EDGE OF ARCOLA, GO
 KB1161'EAST ON STATE HIGHWAY 133 FOR 5.15 KM (3.2 MI) TO A
 KB1161'CROSSROAD AND THE AZIMUTH MARK ON THE LEFT. TURN LEFT AND
 KB1161'GO NORTH ON PAVED ROAD FOR 0.7 KM (0.45 MI)TO A DRIVEWAY,
 KB1161'THE FIRST ENTRANCE OF A GRAINERY, TURN RIGHT AND GO EAST
 KB1161'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 KB1161'
 KB1161'THE STATION IS A STANDARD NGS DISK
 KB1161'STAMPED---FILSON 1980---,
 KB1161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1161'RECESSED 35 CM BELOW THE GROUND.  IT IS LOCATED
 KB1161'21.3 METERS (69.9 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF A
 KB1161'TIN SIDED BUILDING,
 KB1161'18.4 METERS (60.4 FT) WEST FROM THE SOUTHWEST CORNER OF A TIN
 KB1161'SIDED BUILDING AND
 KB1161'14.3 METERS (46.9 FT) EAST FROM THE POWER POLE WITH TRANSFORMERS
 KB1161'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1161'STAMPED---FILSON 1980---,
 KB1161'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 KB1161'
 KB1161'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 KB1161'STAMPED---FILSON NO 1 1980---,
 KB1161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1161'RECESSED 2.5 CM BELOW THE GROUND.  IT IS LOCATED
 KB1161'9.25 METERS (30.3 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 KB1161'OF A BARN AND
 KB1161'1.1 METERS (3.3 FT) NORTH FROM THE NORTHWEST CORNER OF THE TIN
 KB1161'SIDED BUILDING.
 KB1161'MARK IS ABOVE STATION 0.3 METER.
 KB1161'
 KB1161'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 KB1161'STAMPED---FILSON NO 2 1980---,
 KB1161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1161'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 KB1161'20 METERS (65.6 FT) SOUTH FROM THE LONGEST ENTRANCE ROAD OF THE
 KB1161'GRAINERY,
 KB1161'15.5 METERS (50.9 FT) SOUTHWEST FROM THE POWER LINE POLE WITH
 KB1161'TRANSFORMERS, AND
 KB1161'7.4 METERS (24.3 FT) EAST FROM THE POWER POLE.
 KB1161'MARK IS ABOVE STATION 0.3 METER.
 KB1161'
 KB1161'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1161'STAMPED---FILSON 1980---,
 KB1161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1161'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 KB1161'13.3 METERS (43.6 FT) NORTH FROM THE CENTER OF HIGHWAY 133,
 KB1161'12 METERS (39.4 FT) WEST FROM THE PAVED ROAD,
 KB1161'0.6 METER (2.0 FT) NORTHEAST FROM THE METAL WITNESS POST AND
 KB1161'0.6 METER (2.0 FT) NORTHEAST FROM THE POWER POLE.
 KB1161'
 KB1161'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
 KB1161
 KB1161                          STATION RECOVERY (2000)
 KB1161
 KB1161'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1161'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1161'SEARCHED FOR NOT FOUND DUE TO HEAVY TRAFFIC FROM GRAINERY.
 KB1161'GRAINERY OPERATOR REQUESTED THAT POINT NOT BE USED.
 KB1161' 
 KB1161'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1159 ***********************************************************************
 KB1159  DESIGNATION -  FILSON AZ MK
 KB1159  PID         -  KB1159
 KB1159  STATE/COUNTY-  IL/DOUGLAS
 KB1159  USGS QUAD   -  HINDSBORO (1982)
 KB1159
 KB1159                         *CURRENT SURVEY CONTROL
 KB1159  ___________________________________________________________________
 KB1159* NAD 83(1997)-  39 40 53.13538(N)    088 13 56.79213(W)     ADJUSTED  
 KB1159* NAVD 88     -       196.4    (meters)     644.     (feet)  VERTCON   
 KB1159  ___________________________________________________________________
 KB1159  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KB1159  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB1159
 KB1159  HORZ ORDER  -  SECOND
 KB1159
 KB1159.The horizontal coordinates were established by classical geodetic methods
 KB1159.and adjusted by the National Geodetic Survey in October 1999..
 KB1159
 KB1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1159
 KB1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1159
 KB1159.The geoid height was determined by GEOID03.
 KB1159
 KB1159;                    North         East     Units Scale Factor Converg.
 KB1159;SPC IL E     -   334,634.345   308,655.166   MT  0.99997592   +0 03 51.9
 KB1159;SPC IL E     - 1,097,879.51  1,012,646.16   sFT  0.99997592   +0 03 51.9
 KB1159;UTM  16      - 4,393,125.516   394,310.328   MT  0.99973752   -0 47 13.2
 KB1159
 KB1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1159!SPC IL E     -   0.99997422  x   0.99997592  =   0.99995014
 KB1159!UTM  16      -   0.99997422  x   0.99973752  =   0.99971175
 KB1159
 KB1159                          SUPERSEDED SURVEY CONTROL
 KB1159
 KB1159  NAD 83(1997)-  39 40 53.13423(N)    088 13 56.79036(W) AD(       ) 2
 KB1159  NAD 83(1986)-  39 40 53.14655(N)    088 13 56.78760(W) AD(       ) 2
 KB1159  NAD 27      -  39 40 53.02687(N)    088 13 56.62720(W) AD(       ) 2
 KB1159  NGVD 29 (07/19/86)  196.5    (m)          645.     (f) VERT ANG       
 KB1159
 KB1159.Superseded values are not recommended for survey control.
 KB1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1159.See file dsdata.txt to determine how the superseded data were derived.
 KB1159
 KB1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9431093126(NAD 83)
 KB1159_MARKER: DZ = AZIMUTH MARK DISK
 KB1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1159+STABILITY: SURFACE MOTION
 KB1159
 KB1159  HISTORY     - Date     Condition        Report By
 KB1159  HISTORY     - 1980     MONUMENTED       NGS
 KB1159
 KB1159                          STATION DESCRIPTION
 KB1159
 KB1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1159'THE STATION IS LOCATED ABOUT 14.1 KM (8-3/4 MI) SOUTH-SOUTHEAST
 KB1159'OF TUSCOLA, 8.4 KM (5-1/4 MI) WEST OF HINDSBORO,
 KB1159'6.8 KM (4-1/4 MI) EAST OF ARCOLA,
 KB1159'IN THE SE1/4,SE1/4,S6,T14N,R9E OF BOWDRE TOWNSHIP AND ON
 KB1159'ROAD RIGHT-OF-WAY.
 KB1159'
 KB1159'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 57
 KB1159'AND STATE HIGHWAY 133, AT THE EAST EDGE OF ARCOLA, GO EAST
 KB1159'ON STATE HIGHWAY 133 FOR 5.2 KM (3.2 MI) TO A CROSSROAD AND
 KB1159'THE STATION ON THE LEFT IN THE NORTHWEST ANGLE.
 KB1159'
 KB1159'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 KB1159'STAMPED---FILSON 1980---,
 KB1159'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1159'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 KB1159'13.3 METERS (43.6 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 133,
 KB1159'12.0 METERS (39.4 FT) WEST FROM THE CENTER OF A PAVED ROAD,
 KB1159'0.6 METER (2.0 FT) NORTHEAST FROM A POWER POLE, AND
 KB1159'0.6 METER (2.0 FT) NORTHEAST FROM A METAL WITNESS POST.
 KB1159'
 KB1159'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1091 ***********************************************************************
 NH1091  DESIGNATION -  FIN N FEATHER FARM WATER TANK
 NH1091  PID         -  NH1091
 NH1091  STATE/COUNTY-  IL/KANE
 NH1091  USGS QUAD   -  ELGIN (1992)
 NH1091
 NH1091                         *CURRENT SURVEY CONTROL
 NH1091  ___________________________________________________________________
 NH1091* NAD 83(1997)-  42 04 34.25961(N)    088 15 40.46022(W)     ADJUSTED  
 NH1091* NAVD 88     -                                                        
 NH1091  ___________________________________________________________________
 NH1091  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NH1091  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NH1091
 NH1091  HORZ ORDER  -  THIRD
 NH1091
 NH1091.The horizontal coordinates were established by classical geodetic methods
 NH1091.and adjusted by the National Geodetic Survey in October 1999..
 NH1091
 NH1091
 NH1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1091
 NH1091.The geoid height was determined by GEOID03.
 NH1091
 NH1091;                    North         East     Units Scale Factor Converg.
 NH1091;SPC IL E     -   600,566.890   305,965.796   MT  0.99997544   +0 02 53.9
 NH1091;SPC IL E     - 1,970,359.87  1,003,822.78   sFT  0.99997544   +0 02 53.9
 NH1091;UTM  16      - 4,659,004.370   395,670.997   MT  0.99973393   -0 50 42.9
 NH1091
 NH1091                          SUPERSEDED SURVEY CONTROL
 NH1091
 NH1091  NAD 83(1997)-  42 04 34.25864(N)    088 15 40.46140(W) AD(       ) 4
 NH1091  NAD 83(1986)-  42 04 34.26193(N)    088 15 40.47105(W) AD(       ) 4
 NH1091  NAD 27      -  42 04 34.16800(N)    088 15 40.18700(W) AD(       ) 3
 NH1091
 NH1091.Superseded values are not recommended for survey control.
 NH1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1091.See file dsdata.txt to determine how the superseded data were derived.
 NH1091
 NH1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9567159004(NAD 83)
 NH1091_MARKER: 53 = ELEVATED TANK
 NH1091
 NH1091  HISTORY     - Date     Condition        Report By
 NH1091  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1091  HISTORY     - 1966     GOOD             CGS
 NH1091  HISTORY     - 19910319 GOOD             USPSQD
 NH1091  HISTORY     - 19980522 GOOD             USPSQD
 NH1091  HISTORY     - 20051125 GOOD             GEOCAC
 NH1091
 NH1091                          STATION DESCRIPTION
 NH1091
 NH1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1091'STATION IS THE WOODEN FINIAL AT THE APEX OF THE ROOF OF THE
 NH1091'WATER TANK, LOCATED AT THE FINN FEATHER FARM, ABOUT 4 MILES
 NH1091'NORTH OF ELGIN AND 2 MILES SOUTHEAST OF DUNDEE.  IT IS A
 NH1091'SMALL WOODEN TANK, WITH A FLAT CONICAL TOP AND FLAT BOTTOM,
 NH1091'ATOP A 4 LEGGED STEEL STRUCTURE.  THE TANK AND LEGS ARE
 NH1091'PAINTED SILVER.  TOTAL HEIGHT IS ABOUT 130 FEET.
 NH1091'
 NH1091'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NH1091'25 AND 72 ABOUT 1 MILE EAST OF DUNDEE, GO SOUTH ON HIGHWAY
 NH1091'25 FOR 1.2 MILES TO THE STATION ON THE RIGHT, ABOUT 0.1 MILE
 NH1091'WEST OF THE HIGHWAY.
 NH1091
 NH1091                          STATION RECOVERY (1966)
 NH1091
 NH1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1091'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT
 NH1091'THIS TIME.  AT THE PRESENT TIME THE TANK HAS THE LEGEND
 NH1091'MILK PAIL PAINTED IN BLACK LETTERS ON THE SOUTH SIDE.
 NH1091
 NH1091                          STATION RECOVERY (1991)
 NH1091
 NH1091'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBL)
 NH1091'RECOVERED IN GOOD CONDITION.
 NH1091
 NH1091                          STATION RECOVERY (1998)
 NH1091
 NH1091'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1091'RECOVERED IN GOOD CONDITION.
 NH1091
 NH1091                          STATION RECOVERY (2005)
 NH1091
 NH1091'RECOVERY NOTE BY GEOCACHING 2005 (MUP)
 NH1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1313 ***********************************************************************
 KB1313  DESIGNATION -  FINDLAY
 KB1313  PID         -  KB1313
 KB1313  STATE/COUNTY-  IL/SHELBY
 KB1313  USGS QUAD   -  FINDLAY (1983)
 KB1313
 KB1313                         *CURRENT SURVEY CONTROL
 KB1313  ___________________________________________________________________
 KB1313* NAD 83(1997)-  39 31 25.47364(N)    088 45 15.59983(W)     ADJUSTED  
 KB1313* NAVD 88     -       207.7    (meters)     681.     (feet)  GPS OBS   
 KB1313  ___________________________________________________________________
 KB1313  X           -     107,102.094 (meters)                     COMP
 KB1313  Y           -  -4,925,499.737 (meters)                     COMP
 KB1313  Z           -   4,037,448.821 (meters)                     COMP
 KB1313  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 KB1313  ELLIP HEIGHT-         175.39  (meters)          (12/06/04) GPS OBS
 KB1313  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KB1313
 KB1313  HORZ ORDER  -  FIRST
 KB1313  ELLP ORDER  -  FOURTH    CLASS I
 KB1313
 KB1313.The horizontal coordinates were established by GPS observations
 KB1313.and adjusted by the National Geodetic Survey in December 2002..
 KB1313
 KB1313.The orthometric height was determined by GPS observations and a
 KB1313.high-resolution geoid model.
 KB1313
 KB1313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1313
 KB1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1313
 KB1313.The ellipsoidal height was determined by GPS observations
 KB1313.and is referenced to NAD 83.
 KB1313
 KB1313.The geoid height was determined by GEOID03.
 KB1313
 KB1313;                    North         East     Units Scale Factor Converg.
 KB1313;SPC IL E     -   317,207.391   263,801.520   MT  0.99999113   -0 16 04.5
 KB1313;SPC IL E     - 1,040,704.58    865,488.82   sFT  0.99999113   -0 16 04.5
 KB1313;SPC IL W     -   318,064.606   821,433.503   MT  1.00012267   +0 53 56.1
 KB1313;SPC IL W     - 1,043,516.96  2,694,986.42   sFT  1.00012267   +0 53 56.1
 KB1313;UTM  16      - 4,376,368.866   349,210.956   MT  0.99987995   -1 06 60.0
 KB1313
 KB1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1313!SPC IL E     -   0.99997248  x   0.99999113  =   0.99996361
 KB1313!SPC IL W     -   0.99997248  x   1.00012267  =   1.00009515
 KB1313!UTM  16      -   0.99997248  x   0.99987995  =   0.99985244
 KB1313
 KB1313|---------------------------------------------------------------------|
 KB1313| PID    Reference Object                     Distance      Geod. Az  |
 KB1313|                                                           dddmmss.s |
 KB1313| CI7410 FINDLAY RM 1                         28.707 METERS 28325     |
 KB1313| CI7411 FINDLAY RM 2                         28.187 METERS 34955     |
 KB1313| KB1315 FINDLAY AZ MK 1976                  APPROX. 1.4 KM 3555153.3 |
 KB1313|---------------------------------------------------------------------|
 KB1313
 KB1313                          SUPERSEDED SURVEY CONTROL
 KB1313
 KB1313  ELLIP H (12/18/02)  175.40   (m)                       GP(       ) 4 2
 KB1313  NAD 83(1997)-  39 31 25.47210(N)    088 45 15.59995(W) AD(       ) 1
 KB1313  NAD 83(1986)-  39 31 25.48453(N)    088 45 15.58874(W) AD(       ) 1
 KB1313  NAD 27      -  39 31 25.35039(N)    088 45 15.33091(W) AD(       ) 1
 KB1313  NGVD 29 (07/19/86)  208.3    (m)          683.     (f) VERT ANG       
 KB1313
 KB1313.Superseded values are not recommended for survey control.
 KB1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1313.See file dsdata.txt to determine how the superseded data were derived.
 KB1313
 KB1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4921176369(NAD 83)
 KB1313_MARKER: DS = TRIANGULATION STATION DISK
 KB1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1313+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB1313
 KB1313  HISTORY     - Date     Condition        Report By
 KB1313  HISTORY     - 1976     MONUMENTED       NGS
 KB1313  HISTORY     - 1980     GOOD             NGS
 KB1313  HISTORY     - 19940618 GOOD             USPSQD
 KB1313  HISTORY     - 20001229 GOOD             ZAMBRA
 KB1313
 KB1313                          STATION DESCRIPTION
 KB1313
 KB1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1313'NO MEASUREMENT BETWEEN RMS DUE TO DIFFERENCE IN ELEVATION.
 KB1313'
 KB1313'THE STATION IS LOCATED IN THE TOWN OF FINDLAY, IN THE SOUTHEAST
 KB1313'ANGLE OF THE INTERSECTIONS OF N. WRIGHT STREET AND WEST NORTH 2ND
 KB1313'STREET, IN THE NORTHWEST CORNER OF THE FINDLAY GRADE SCHOOL
 KB1313'GROUNDS.
 KB1313'
 KB1313'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 128 AND
 KB1313'FINDLAY ROAD, JUST WEST OF THE SMALL TOWN OF FINDLAY, GO EAST ON
 KB1313'FINDLAY ROAD FOR 2.4 MILES TO FINDLAY HIGH SCHOOL ON THE
 KB1313'LEFT.  CONTINUE EAST ON FINDLAY ROAD FOR 0.3 MILE TO N. WRIGHT
 KB1313'STREET.  TURN LEFT AND GO NORTH ON N. WRIGHT STREET FOR 0.1 MILE
 KB1313'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 KB1313'STATION, CONTINUE NORTH FOR 0.8 MILE TO A PAVED CROSSROAD AND
 KB1313'THE AZIMUTH MARK ON THE LEFT.
 KB1313'
 KB1313'THE STATION MARKS ARE STANDARD DISKS STAMPED FINDLAY 1976.  THE
 KB1313'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1313'MONUMENT FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND DISK
 KB1313'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 KB1313'BELOW THE GROUND SURFACE.  IT IS 36 FEET EAST OF THE CENTERLINE
 KB1313'OF N. WRIGHT STREET, 36 FEET SOUTH OF WEST NORTH 2ND STREET,
 KB1313'42 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL RED
 KB1313'BRICK BUILDING, AND 58 FEET NORTH OF A 36-INCH SILVER MAPLE
 KB1313'TREE.
 KB1313'
 KB1313'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FINDLAY NO 1 1976.  IT
 KB1313'IS CEMENTED IN A DRILL HOLE IN THE CENTER OF A SIDEWALK.  IT IS
 KB1313'20 FEET EAST OF THE APPROXIMATE CENTER OF N. WRIGHT STREET, AND
 KB1313'58 FEET NORTH OF THE APPROXIMATE CENTER OF WEST NORTH 2ND STREET.
 KB1313'
 KB1313'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FINDLAY NO 2 1976.  IT
 KB1313'IS CEMENTED IN A DRILL HOLE IN THE CENTER OF A SIDEWALK.  IT IS
 KB1313'20 FEET EAST OF THE APPROXIMATE CENTER OF WEST NORTH 2ND STREET.
 KB1313'
 KB1313'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED FINDLAY
 KB1313'AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1313'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 4 FEET WEST OF A
 KB1313'POWERLINE POLE, NUMBER 25459, AND 19 FEET NORTH OF THE
 KB1313'APPROXIMATE CENTER OF A PAVED ROAD.
 KB1313'
 KB1313'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
 KB1313
 KB1313                          STATION RECOVERY (1980)
 KB1313
 KB1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1313'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 KB1313'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1976 DATA WAS
 KB1313'NOT AVAILABLE TO MAKE COMPARISONS.
 KB1313'
 KB1313'THE STATION IS LOCATED IN THE NORTHERN PART OF FINDLAY, AT
 KB1313'THE NORTHWEST CORNER OF THE FINDLAY GRADE SCHOOL YARD.
 KB1313'
 KB1313'TO REACH THE STATION FROM THE POST OFFICE IN FINDLAY, GO
 KB1313'WEST ON EAST SOUTH 2ND STREET FOR 0.08 KM (0.05 MI) TO MAIN
 KB1313'STREET.  TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) TO
 KB1313'THE FINDLAY GRADE SCHOOL, THE STATION IS IN THE NORTHWEST
 KB1313'CORNER OF THE SCHOOL YARD.
 KB1313'
 KB1313'THE STATION IS A STANDARD NGS DISK
 KB1313'STAMPED---FINDLAY 1976---,
 KB1313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KB1313'FLUSH WITH GROUND.  IT IS LOCATED
 KB1313'17.9 METERS NORTH FROM A 3-FOOT DIAMETER OAK TREE,
 KB1313'10.6 METERS EAST FROM THE CENTER OF A ROAD AND
 KB1313'10.8 METERS SOUTH FROM THE CENTER OF A ROAD.
 KB1313'
 KB1313'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1313'STAMPED---FINDLAY NO 1 1976---,
 KB1313'SET INTO A DRILL HOLE IN A SIDEWALK.
 KB1313'IT IS LOCATED
 KB1313'16.9 METERS EAST FROM THE CENTER OF A ROAD AND
 KB1313'7.5 METERS NORTH FROM THE CENTER OF A ROAD.
 KB1313'MARK IS LEVEL WITH STATION.
 KB1313'
 KB1313'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1313'STAMPED---FINDLAY NO 2 1976---,
 KB1313'SET INTO A DRILL HOLE IN A SIDEWALK.
 KB1313'IT IS LOCATED
 KB1313'17.0 METERS NORTH FROM THE CENTER OF A ROAD,
 KB1313'6.3 METERS EAST FROM THE CENTER OF A ROAD AND
 KB1313'4.85 METERS WEST FROM THE WEST SIDE OF A HOUSE.
 KB1313'MARK IS LEVEL WITH STATION.
 KB1313'
 KB1313'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS REFERENCE MARK DISK
 KB1313'STAMPED---FINDLAY AZ 1976---,
 KB1313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1313'FLUSH WITH GROUND.  IT IS LOCATED
 KB1313'5.8 METERS NORTH FROM THE CENTER OF A ROAD AND
 KB1313'1.08 METERS WEST FROM A POWER POLE WITH A WITNESS SIGN ATTACHED.
 KB1313'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY
 KB1313'ON NORTH WRIGHT STREET FOR 1.4 KM (0.85 MI) TO A CROSSROAD.
 KB1313'TURN LEFT AND GO WEST FOR 0.08 KM (0.05 MI) TO THE MARK ON
 KB1313'THE RIGHT.
 KB1313'
 KB1313'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF SHRUBS
 KB1313'ON LINE.
 KB1313'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.4 METERS.
 KB1313
 KB1313                          STATION RECOVERY (1994)
 KB1313
 KB1313'RECOVERY NOTE BY US POWER SQUADRON 1994
 KB1313'RECOVERED IN GOOD CONDITION.
 KB1313
 KB1313                          STATION RECOVERY (2000)
 KB1313
 KB1313'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1313'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1313'RECOVERED AS DESCRIBED IN GOOD CONDITION.  A SMALL TREE HAS BEEN
 KB1313'PLANTED TO THE SOUTH WHICH OBSTRUCTS THE SKY.
 KB1313'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1315 ***********************************************************************
 KB1315  DESIGNATION -  FINDLAY AZ MK 1976
 KB1315  PID         -  KB1315
 KB1315  STATE/COUNTY-  IL/SHELBY
 KB1315  USGS QUAD   -  FINDLAY (1983)
 KB1315
 KB1315                         *CURRENT SURVEY CONTROL
 KB1315  ___________________________________________________________________
 KB1315* NAD 83(1997)-  39 32 10.82983(N)    088 45 19.83477(W)     ADJUSTED  
 KB1315* NAVD 88     -       205.9    (meters)     676.     (feet)  VERTCON   
 KB1315  ___________________________________________________________________
 KB1315  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KB1315  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KB1315
 KB1315  HORZ ORDER  -  SECOND
 KB1315
 KB1315.The horizontal coordinates were established by classical geodetic methods
 KB1315.and adjusted by the National Geodetic Survey in October 1999..
 KB1315
 KB1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1315
 KB1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1315
 KB1315.The geoid height was determined by GEOID03.
 KB1315
 KB1315;                    North         East     Units Scale Factor Converg.
 KB1315;SPC IL E     -   318,606.642   263,706.933   MT  0.99999121   -0 16 07.5
 KB1315;SPC IL E     - 1,045,295.29    865,178.50   sFT  0.99999121   -0 16 07.5
 KB1315;SPC IL W     -   319,461.824   821,310.421   MT  1.00012230   +0 53 54.3
 KB1315;SPC IL W     - 1,048,101.00  2,694,582.61   sFT  1.00012230   +0 53 54.3
 KB1315;UTM  16      - 4,377,769.210   349,137.117   MT  0.99988022   -1 07 03.8
 KB1315
 KB1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1315!SPC IL E     -   0.99997275  x   0.99999121  =   0.99996397
 KB1315!SPC IL W     -   0.99997275  x   1.00012230  =   1.00009505
 KB1315!UTM  16      -   0.99997275  x   0.99988022  =   0.99985298
 KB1315
 KB1315|---------------------------------------------------------------------|
 KB1315| PID    Reference Object                     Distance      Geod. Az  |
 KB1315|                                                           dddmmss.s |
 KB1315| KB1314 FINDLAY AZ MK A PT 1976              11.960 METERS 14248     |
 KB1315| KB1313 FINDLAY                             APPROX. 1.4 KM 1755150.6 |
 KB1315| KB1312 FINDLAY MUNICIPAL TANK              APPROX. 1.8 KM 1763811.8 |
 KB1315|---------------------------------------------------------------------|
 KB1315
 KB1315                          SUPERSEDED SURVEY CONTROL
 KB1315
 KB1315  NAD 83(1986)-  39 32 10.84225(N)    088 45 19.82366(W) AD(       ) 2
 KB1315  NAD 27      -  39 32 10.70873(N)    088 45 19.56638(W) AD(       ) 2
 KB1315  NGVD 29 (07/19/86)  206.0    (m)          676.     (f) VERT ANG       
 KB1315
 KB1315.Superseded values are not recommended for survey control.
 KB1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1315.See file dsdata.txt to determine how the superseded data were derived.
 KB1315
 KB1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4913777769(NAD 83)
 KB1315_MARKER: DR = REFERENCE MARK DISK
 KB1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1315+STABILITY: SURFACE MOTION
 KB1315
 KB1315  HISTORY     - Date     Condition        Report By
 KB1315  HISTORY     - 1976     MONUMENTED       NGS
 KB1315  HISTORY     - 1980     GOOD             NGS
 KB1315  HISTORY     - 19940618 GOOD             USPSQD
 KB1315
 KB1315                          STATION DESCRIPTION
 KB1315
 KB1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1315'THE STATION IS LOCATED IN THE TOWN OF FINDLAY.
 KB1315'
 KB1315'STATION MARK A STANDARD REFERENCE MARK DISK STAMPED FINDLAY
 KB1315'AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1315'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET
 KB1315'NORTH OF THE CENTER OF A PAVED ROAD AND 4 FEET WEST OF A POWERLINE
 KB1315'POLE NUMBER 25459.
 KB1315'
 KB1315'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1315'STATION FINDLAY.
 KB1315'
 KB1315'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FINDLAY,
 KB1315'DISTANCE BEING 1402.495 METERS, NORTH OF THE TRIANGULATION
 KB1315'STATION.
 KB1315
 KB1315                          STATION RECOVERY (1980)
 KB1315
 KB1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1315'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KB1315'THE STATION IS LOCATED ABOUT 1.9 KM. NORTHWEST OF FINDLAY ON ROAD
 KB1315'RIGHT-OF-WAY.
 KB1315'
 KB1315'TO REACH THE STATION FROM THE POST OFFICE IN FINDLAY, GO
 KB1315'WEST ON EAST SOUTH 2ND STREET FOR 0.08 KM (0.05 MI) TO
 KB1315'MAIN STREET.  TURN RIGHT AND GO NORTH ON MAIN STREET FOR
 KB1315'0.25 KM (0.15 MI) TO EAST DIVISION STREET.  TURN LEFT AND
 KB1315'GO WEST 0.08 KM (0.05 MI) TO NORTH WRIGHT STREET.  TURN
 KB1315'RIGHT AND GO NORTH ON NORTH WRIGHT STREET FOR 1.6 KM
 KB1315'(1.0 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON A PAVED
 KB1315'ROAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 KB1315'
 KB1315'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 KB1315'STAMPED---FINDLAY AZ 1976---,
 KB1315'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1315'FLUSH WITH GROUND.  IT IS LOCATED
 KB1315'5.8 METERS NORTH FROM THE CENTER OF THE PAVED ROAD AND
 KB1315'1.08 METERS WEST FROM A POWER POLE WITH A WITNESS SIGN ATTACHED.
 KB1315'
 KB1315'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 KB1315
 KB1315                          STATION RECOVERY (1994)
 KB1315
 KB1315'RECOVERY NOTE BY US POWER SQUADRON 1994
 KB1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1312 ***********************************************************************
 KB1312  DESIGNATION -  FINDLAY MUNICIPAL TANK
 KB1312  PID         -  KB1312
 KB1312  STATE/COUNTY-  IL/SHELBY
 KB1312  USGS QUAD   -  FINDLAY (1983)
 KB1312
 KB1312                         *CURRENT SURVEY CONTROL
 KB1312  ___________________________________________________________________
 KB1312* NAD 83(1997)-  39 31 12.92361(N)    088 45 15.44076(W)     ADJUSTED  
 KB1312* NAVD 88     -                                                        
 KB1312  ___________________________________________________________________
 KB1312  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 KB1312  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KB1312
 KB1312  HORZ ORDER  -  THIRD
 KB1312
 KB1312.The horizontal coordinates were established by classical geodetic methods
 KB1312.and adjusted by the National Geodetic Survey in October 1999..
 KB1312
 KB1312
 KB1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1312
 KB1312.The geoid height was determined by GEOID03.
 KB1312
 KB1312;                    North         East     Units Scale Factor Converg.
 KB1312;SPC IL E     -   316,820.332   263,803.510   MT  0.99999112   -0 16 04.4
 KB1312;SPC IL E     - 1,039,434.71    865,495.35   sFT  0.99999112   -0 16 04.4
 KB1312;SPC IL W     -   317,677.618   821,443.375   MT  1.00012270   +0 53 56.0
 KB1312;SPC IL W     - 1,042,247.32  2,695,018.81   sFT  1.00012270   +0 53 56.0
 KB1312;UTM  16      - 4,375,981.864   349,207.213   MT  0.99987996   -1 06 59.6
 KB1312
 KB1312                          SUPERSEDED SURVEY CONTROL
 KB1312
 KB1312  NAD 83(1986)-  39 31 12.93678(N)    088 45 15.42959(W) AD(       ) 4
 KB1312  NAD 27      -  39 31 12.80486(N)    088 45 15.17172(W) AD(       ) 3
 KB1312
 KB1312.Superseded values are not recommended for survey control.
 KB1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1312.See file dsdata.txt to determine how the superseded data were derived.
 KB1312
 KB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4920775982(NAD 83)
 KB1312_MARKER: 53 = ELEVATED TANK
 KB1312
 KB1312  HISTORY     - Date     Condition        Report By
 KB1312  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1312  HISTORY     - 1980     GOOD             NGS
 KB1312  HISTORY     - 19940618 GOOD             USPSQD
 KB1312
 KB1312                          STATION DESCRIPTION
 KB1312
 KB1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1312'THE FINDLAY MUNICIPAL WATER TANK IS LOCATED IN THE CENTER OF
 KB1312'TOWN, JUST SOUTHWEST OF THE INTERSECTION OF EAST FIRST AND SOUTH
 KB1312'MAIN STREETS.
 KB1312'
 KB1312'THE TANK IS 120 FEET HIGH, PANTED SILVER WITH A RED ROOF, WITH
 KB1312'THE LEGEND FINDLAY ON THE WEST SIDE.
 KB1312
 KB1312                          STATION RECOVERY (1980)
 KB1312
 KB1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1312'THE STATION, FINDLAY MUNICIPAL WATER TANK, IS THE TOP CENTER OF A
 KB1312'4-LEGGED, 120 FEET ELEVATED WATER TANK, SILVER WITH A RED TOP AND
 KB1312'BLACK LETTERING (FINDLAY) AND IS OWNED BY THE CITY OF FINDLAY.
 KB1312'
 KB1312'THE STATION IS LOCATED IN THE CENTER OF FINDLAY, SOUTHWEST OF THE
 KB1312'INTERSECTION OF SOUTH MAIN STREET AND EAST SOUTH FIRST STREET.
 KB1312
 KB1312                          STATION RECOVERY (1994)
 KB1312
 KB1312'RECOVERY NOTE BY US POWER SQUADRON 1994
 KB1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0599 ***********************************************************************
 NG0599  DESIGNATION -  FIRE 1979
 NG0599  PID         -  NG0599
 NG0599  STATE/COUNTY-  IL/LAKE
 NG0599  USGS QUAD   -  WAUKEGAN (1993)
 NG0599
 NG0599                         *CURRENT SURVEY CONTROL
 NG0599  ___________________________________________________________________
 NG0599* NAD 83(1997)-  42 19 02.39464(N)    087 49 56.93710(W)     ADJUSTED  
 NG0599* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 NG0599  ___________________________________________________________________
 NG0599  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 NG0599  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NG0599
 NG0599  HORZ ORDER  -  THIRD
 NG0599
 NG0599.The horizontal coordinates were established by classical geodetic methods
 NG0599.and adjusted by the National Geodetic Survey in October 1999..
 NG0599
 NG0599.The orthometric height was scaled from a topographic map.
 NG0599
 NG0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0599
 NG0599.The geoid height was determined by GEOID03.
 NG0599
 NG0599;                    North         East     Units Scale Factor Converg.
 NG0599;SPC IL E     -   627,471.290   341,288.083   MT  0.99999597   +0 20 13.9
 NG0599;SPC IL E     - 2,058,628.72  1,119,709.32   sFT  0.99999597   +0 20 13.9
 NG0599;UTM  16      - 4,685,345.727   431,399.149   MT  0.99965790   -0 33 37.7
 NG0599
 NG0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0599!SPC IL E     -   0.99997229  x   0.99999597  =   0.99996826
 NG0599!UTM  16      -   0.99997229  x   0.99965790  =   0.99963020
 NG0599
 NG0599|---------------------------------------------------------------------|
 NG0599| PID    Reference Object                     Distance      Geod. Az  |
 NG0599|                                                           dddmmss.s |
 NG0599| NG0598 FIRE D USN 1979                      48.615 METERS 00032     |
 NG0599| NG0613 N CHICAGO ABBOTT LAB WHSE TANK      APPROX. 3.8 KM 2675551.0 |
 NG0599| NG0604 FIRE A USN 1979                      28.703 METERS 32011     |
 NG0599| NG0603 FIRE B USN 1979                      34.737 METERS 32813     |
 NG0599| NG0600 FIRE C USN 1979                      49.207 METERS 35145     |
 NG0599|---------------------------------------------------------------------|
 NG0599
 NG0599                          SUPERSEDED SURVEY CONTROL
 NG0599
 NG0599  NAD 83(1997)-  42 19 02.39449(N)    087 49 56.93757(W) AD(       ) 3
 NG0599  NAD 83(1997)-  42 19 02.39274(N)    087 49 56.94666(W) AD(       ) 3
 NG0599  NAD 83(1997)-  42 19 02.39563(N)    087 49 56.95079(W) AD(       ) 3
 NG0599  NAD 83(1986)-  42 19 02.39574(N)    087 49 56.95377(W) AD(       ) 3
 NG0599  NAD 27      -  42 19 02.30652(N)    087 49 56.69465(W) AD(       ) 3
 NG0599
 NG0599.Superseded values are not recommended for survey control.
 NG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0599.See file dsdata.txt to determine how the superseded data were derived.
 NG0599
 NG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3139985346(NAD 83)
 NG0599_MARKER: DS = TRIANGULATION STATION DISK
 NG0599_SETTING: 0 = UNSPECIFIED SETTING
 NG0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0599
 NG0599  HISTORY     - Date     Condition        Report By
 NG0599  HISTORY     - 1979     MONUMENTED       NGS
 NG0599  HISTORY     - 19970502 GOOD             USPSQD
 NG0599
 NG0599                          STATION DESCRIPTION
 NG0599
 NG0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NG0599'STATION IS LOCATED AT THE GREAT LAKES U.S. NAVY BASE, AT NORTH CHICAGO
 NG0599'AND ATOP THE FIRE CONTROL SCHOOL SERVICE CENTER BUILDING, BUILDING
 NG0599'NUMBER 617.
 NG0599'
 NG0599'STATION MARK IS A STANDARD DISK, STAMPED---FIRE 1979---BONDED TO
 NG0599'THE ROOF OF THE BUILDING WITH ROOFING CEMENT AND WITHIN A COPPER
 NG0599'LINCOLN HAT.  IT IS AT THE SOUTHEAST CORNER OF THE BUILDING, 11.90
 NG0599'FEET NORTH OF THE SOUTH EDGE OF THE BUILDING, 9.72 FEET WEST OF THE
 NG0599'EAST EDGE OF THE BUILDING AND IS FLUSH WITH THE ROOF.
 NG0599'
 NG0599'FIRE A USN IS THE CENTER OF THE ROUND STEEL PLATE ATOP A 4-LEGGED
 NG0599'STEEL TOWER THAT IS THE SOUTH ONE AND TALLER OF TWO THAT ARE FREE
 NG0599'STANDING AND LOCATED WITHIN THE WEST, CENTER OF THE BUILDING.  THE
 NG0599'TOWER IS 12.21 METERS TALL AND PROJECTS 4.32 METERS ABOVE THE ROOF.
 NG0599'
 NG0599'FIRE B USN IS THE CENTER OF THE ROUND STEEL PLATE ATOP A 4-LEGGED
 NG0599'STEEL TOWER THAT IS THE NORTH ONE AND SHORTER OF TWO THAT ARE FREE
 NG0599'STANDING AND LOCATED WITHIN THE WEST, CENTER OF THE BUILDING.  THE
 NG0599'TOWER IS 8.78 METERS TALL AND PROJECTS 0.90 METER ABOVE THE ROOF.
 NG0599'
 NG0599'FIRE C USN IS THE CENTER OF THE ROUND STEEL PLATE ATOP A 4-LEGGED
 NG0599'STEEL TOWER THAT IS THE WEST ONE AND TALLER OF TWO THAT ARE FREE
 NG0599'STANDING AND LOCATED AT THE NORTHEAST CORNER AND ADJACENT TO THE
 NG0599'BUILDING.  THE TOWER IS 12.21 METERS TALL AND PROJECTS 4.32 METERS
 NG0599'HIGHER THAN THE ROOF.
 NG0599'
 NG0599'FIRE D USN IS THE CENTER OF THE ROUND STEEL PLATE ATOP A 4-LEGGED
 NG0599'STEEL TOWER THAT IS THE EAST ONE AND SHORTER OF TWO THAT ARE FREE
 NG0599'STANDING AND LOCATED AT THE NORTHEAST CORNER AND ADJACENT TO THE
 NG0599'BUILDING.  THE TOWER IS 8.78 METERS TALL AND PROJECTS 0.9 METERS
 NG0599'HIGHER THAN THE ROOF.
 NG0599'
 NG0599'TO GAIN ACCESS TO THE STATION, ENTER THE WEST ENTRANCE OF THE
 NG0599'BUILDING AND WALK TO THE STAIRS, IMMEDIATELY TO LEFT AND CLIMB THE
 NG0599'STAIRS TO THE ROOF.
 NG0599'
 NG0599'TO GAIN ACCESS TO FIRE A USN AND FIRE B USN, ENTER THE WEST
 NG0599'ENTRANCE OF THE BUILDING, WALK TO THE HALL STRAIGHT AHEAD, TURN
 NG0599'LEFT AND GO TO A DOORWAY ON THE RIGHT LEADING TO THE BASE OF THE
 NG0599'TOWER.
 NG0599'
 NG0599'TO GAIN ACCESS TO FIRE C USN AND FIRE D USN, GO TO THE NORTHEAST
 NG0599'CORNER OF THE BUILDING TO THE BASE OF THE TOWERS.
 NG0599
 NG0599                          STATION RECOVERY (1997)
 NG0599
 NG0599'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1454 ***********************************************************************
 NH1454  DESIGNATION -  FIRST
 NH1454  PID         -  NH1454
 NH1454  STATE/COUNTY-  IL/WINNEBAGO
 NH1454  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1454
 NH1454                         *CURRENT SURVEY CONTROL
 NH1454  ___________________________________________________________________
 NH1454* NAD 83(1997)-  42 15 52.41474(N)    089 05 30.41765(W)     ADJUSTED  
 NH1454* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 NH1454  ___________________________________________________________________
 NH1454  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 NH1454  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH1454
 NH1454  HORZ ORDER  -  SECOND
 NH1454
 NH1454.The horizontal coordinates were established by classical geodetic methods
 NH1454.and adjusted by the National Geodetic Survey in October 1999..
 NH1454
 NH1454.The orthometric height was scaled from a topographic map.
 NH1454
 NH1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1454
 NH1454.The geoid height was determined by GEOID03.
 NH1454
 NH1454;                    North         East     Units Scale Factor Converg.
 NH1454;SPC IL W     -   622,026.531   788,680.415   MT  1.00003790   +0 43 22.7
 NH1454;SPC IL W     - 2,040,765.38  2,587,528.99   sFT  1.00003790   +0 43 22.7
 NH1454;UTM  16      - 4,681,269.190   327,479.234   MT  0.99996622   -1 24 25.9
 NH1454
 NH1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1454!SPC IL W     -   0.99996979  x   1.00003790  =   1.00000769
 NH1454!UTM  16      -   0.99996979  x   0.99996622  =   0.99993601
 NH1454
 NH1454:                Primary Azimuth Mark                     Grid Az
 NH1454:SPC IL W     -  FOURTH                                   116 43 31.1
 NH1454:UTM  16      -  FOURTH                                   118 51 19.7
 NH1454
 NH1454|---------------------------------------------------------------------|
 NH1454| PID    Reference Object                     Distance      Geod. Az  |
 NH1454|                                                           dddmmss.s |
 NH1454| NH0880 FOURTH                              474.871 METERS 1172653.8 |
 NH1454| CI8678 FIRST RM S                           11.370 METERS 29707     |
 NH1454| NH1430 WESTERN 1920                        APPROX. 0.7 KM 2991626.0 |
 NH1454| CI8677 FIRST RM N                           12.300 METERS 32427     |
 NH1454|---------------------------------------------------------------------|
 NH1454
 NH1454                          SUPERSEDED SURVEY CONTROL
 NH1454
 NH1454  NAD 83(1997)-  42 15 52.41524(N)    089 05 30.41886(W) AD(       ) 2
 NH1454  NAD 83(1997)-  42 15 52.41474(N)    089 05 30.41871(W) AD(       ) 2
 NH1454  NAD 83(1986)-  42 15 52.41489(N)    089 05 30.41865(W) AD(       ) 2
 NH1454  NAD 27      -  42 15 52.34930(N)    089 05 30.03510(W) AD(       ) 2
 NH1454
 NH1454.Superseded values are not recommended for survey control.
 NH1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1454.See file dsdata.txt to determine how the superseded data were derived.
 NH1454
 NH1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2747981269(NAD 83)
 NH1454_MARKER: N = NAIL
 NH1454_SETTING: 0 = UNSPECIFIED SETTING
 NH1454
 NH1454  HISTORY     - Date     Condition        Report By
 NH1454  HISTORY     - 1920     MONUMENTED       CGS
 NH1454  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NH1454  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH1454
 NH1454                          STATION DESCRIPTION
 NH1454
 NH1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1454'STATION IS LOCATED AT ROCKFORD, ON THE S SIDE OF THE CHICAGO
 NH1454'AND NORTHWESTERN RAILWAY TRACK, 1/4 MILE E OF THE RAILROAD
 NH1454'STATION, 8 YARDS E OF OVERHEAD BRIDGE 463 WHICH IS OVER
 NH1454'THE TRACKS AT SOUTH FIRST STREET, 5 YARDS E OF THE FIRST
 NH1454'SWITCH SIGNAL E OF FIRST STREET, AND 1.70 METERS (5.57 FEET)
 NH1454'S OF THE S AND NEAREST RAIL.  THE STATION MARK IS A STAKE 2
 NH1454'BY 4 INCHES IN SIZE, WITH A NAIL WITH A CROSS FILED ON THE
 NH1454'HEAD, IN ITS TOP.  THE REFERENCE MARKS ARE THE NEAREST (SE
 NH1454'AND NE) CORNERS OF THE E STONE ABUTMENT (N AND S) ON WHICH
 NH1454'THE CENTRAL SUPPORTING TIMBERS REST.  THEY ARE (S) 11.37
 NH1454'METERS (37.30 FEET) FROM THE STATION N 62 DEG 53 MIN W.
 NH1454'MIN AND (N) 12.13 METERS (39.80 FEET) FROM THE STATION,
 NH1454'N 35 DEG 33 MIN W.  THE ELEVATION OF THE SE CORNER
 NH1454'OF THE E STONE ABUTMENT IS 224.044 METERS (735.051
 NH1454'FEET).
 NH1454
 NH1454                          STATION RECOVERY (1953)
 NH1454
 NH1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 NH1454'THIS STATION MARK WAS NOT RECOVERED.  THE STATION WAS
 NH1454'REESTABLISHED USING ALL AVAILABLE REFERENCE MARKS.  THE
 NH1454'FOLLOWING SHOULD BE DELETED FROM THE STATION DESCRIPTION--5
 NH1454'YD. E OF THE FIRST SWITCH SIGNAL E OF FIRST STREET, SINCE
 NH1454'IT HAS BEEN REMOVED.  THE STATION IS NOW MARKED BY A 2- BY
 NH1454'2-IN. OAK STAKE WITH A SURVEY STAKE TACK.
 NH1454
 NH1454                          STATION RECOVERY (1997)
 NH1454
 NH1454'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9197 ***********************************************************************
 DG9197  DESIGNATION -  FISCHER 1
 DG9197  PID         -  DG9197
 DG9197  STATE/COUNTY-  IL/STEPHENSON
 DG9197  USGS QUAD   -  LENA (1977)
 DG9197
 DG9197                         *CURRENT SURVEY CONTROL
 DG9197  ___________________________________________________________________
 DG9197* NAD 83(1997)-  42 26 25.71867(N)    089 49 16.85480(W)     ADJUSTED  
 DG9197* NAVD 88     -       295.6    (meters)     970.     (feet)  GPS OBS   
 DG9197  ___________________________________________________________________
 DG9197  X           -      14,699.472 (meters)                     COMP
 DG9197  Y           -  -4,714,291.456 (meters)                     COMP
 DG9197  Z           -   4,282,014.542 (meters)                     COMP
 DG9197  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DG9197  ELLIP HEIGHT-         262.21  (meters)          (03/01/05) GPS OBS
 DG9197  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DG9197
 DG9197  HORZ ORDER  -  FIRST
 DG9197  ELLP ORDER  -  FOURTH    CLASS I
 DG9197
 DG9197.The horizontal coordinates were established by GPS observations
 DG9197.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9197
 DG9197.The orthometric height was determined by GPS observations and a
 DG9197.high-resolution geoid model.
 DG9197
 DG9197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9197
 DG9197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9197
 DG9197.The ellipsoidal height was determined by GPS observations
 DG9197.and is referenced to NAD 83.
 DG9197
 DG9197.The geoid height was determined by GEOID03.
 DG9197
 DG9197;                    North         East     Units Scale Factor Converg.
 DG9197;SPC IL W     -   641,064.634   728,410.059   MT  0.99995110   +0 13 58.9
 DG9197;SPC IL W     - 2,103,226.22  2,389,792.00   sFT  0.99995110   +0 13 58.9
 DG9197;UTM  16      - 4,702,540.869   267,952.431   MT  1.00026255   -1 54 17.1
 DG9197
 DG9197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9197!SPC IL W     -   0.99995888  x   0.99995110  =   0.99990998
 DG9197!UTM  16      -   0.99995888  x   1.00026255  =   1.00022142
 DG9197
 DG9197                          SUPERSEDED SURVEY CONTROL
 DG9197
 DG9197.No superseded survey control is available for this station.
 DG9197
 DG9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6795202541(NAD 83)
 DG9197_MARKER: A = ALUMINUM MARKER
 DG9197_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9197_STAMPING: FISCHER NO. 1
 DG9197_MARK LOGO: FGRAH 
 DG9197_PROJECTION: RECESSED 9 CENTIMETERS
 DG9197_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9197+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9197_ROD/PIPE-DEPTH: 3.66 meters
 DG9197
 DG9197  HISTORY     - Date     Condition        Report By
 DG9197  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9197
 DG9197                          STATION DESCRIPTION
 DG9197
 DG9197'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9197'STATION IS ABOUT 6.3 KM (3.9 MILES) SOUTHWEST OF WINSLOW AND ABOUT 6.9
 DG9197'KM (4.3 MILES) NORTH  OF LENA (AIR LINE), IN SECTION 9, T 28 N, R 6 E
 DG9197'ON PROPERTY OWNED BY ALLEN HEINKEL. THIS  STATION IS 3.7M (12 FT)
 DG9197'SOUTH OF THE EDGE OF PAVEMENT OF FISCHER ROAD, 0.3M (1 FT) NORTH OF
 DG9197'AN ORANGE CARSONITE WITNESS SIGN, 4.0M (13.3 FT) NORTHWEST OF A
 DG9197'CONCRETE FENCE POST AND  15M (49.4 FT) SOUTHWEST OF A POWER POLE.
 DG9197'MARK IS FLUSH WITH GROUND LEVEL.
 DG9197' 
 DG9197'TO REACH THE STATION FROM THE POST OFFICE ON STATE HIGHWAY 73 IN LENA,
 DG9197'GO NORTHEAST ON  STATE HIGHWAY 73,  8.7 KM (5.4 MILES) TO FISCHER
 DG9197'ROAD, THEN TURN LEFT (WEST) ON FISCHER  ROAD 2.2 KM (1.4 MILES) THE
 DG9197'STATION ON THE LEFT (SOUTH).
 DG9197' 
 DG9197'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9197'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9197'9.1 CM BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA.
 DG9197'PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET
 DG9197'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9220 ***********************************************************************
 DG9220  DESIGNATION -  FISCHER 2
 DG9220  PID         -  DG9220
 DG9220  STATE/COUNTY-  IL/STEPHENSON
 DG9220  USGS QUAD   -  LENA (1977)
 DG9220
 DG9220                         *CURRENT SURVEY CONTROL
 DG9220  ___________________________________________________________________
 DG9220* NAD 83(1997)-  42 26 27.03795(N)    089 48 47.70932(W)     ADJUSTED  
 DG9220* NAVD 88     -       293.0    (meters)     961.     (feet)  GPS OBS   
 DG9220  ___________________________________________________________________
 DG9220  X           -      15,365.511 (meters)                     COMP
 DG9220  Y           -  -4,714,259.920 (meters)                     COMP
 DG9220  Z           -   4,282,042.810 (meters)                     COMP
 DG9220  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DG9220  ELLIP HEIGHT-         259.58  (meters)          (03/01/05) GPS OBS
 DG9220  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DG9220
 DG9220  HORZ ORDER  -  SECOND
 DG9220  ELLP ORDER  -  FOURTH    CLASS I
 DG9220
 DG9220.The horizontal coordinates were established by GPS observations
 DG9220.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9220
 DG9220.The orthometric height was determined by GPS observations and a
 DG9220.high-resolution geoid model.
 DG9220
 DG9220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9220
 DG9220.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9220
 DG9220.The ellipsoidal height was determined by GPS observations
 DG9220.and is referenced to NAD 83.
 DG9220
 DG9220.The geoid height was determined by GEOID03.
 DG9220
 DG9220;                    North         East     Units Scale Factor Converg.
 DG9220;SPC IL W     -   641,108.081   729,075.962   MT  0.99995157   +0 14 18.6
 DG9220;SPC IL W     - 2,103,368.76  2,391,976.72   sFT  0.99995157   +0 14 18.6
 DG9220;UTM  16      - 4,702,559.451   268,619.699   MT  1.00025875   -1 53 57.5
 DG9220
 DG9220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9220!SPC IL W     -   0.99995929  x   0.99995157  =   0.99991086
 DG9220!UTM  16      -   0.99995929  x   1.00025875  =   1.00021803
 DG9220
 DG9220                          SUPERSEDED SURVEY CONTROL
 DG9220
 DG9220.No superseded survey control is available for this station.
 DG9220
 DG9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN6862002559(NAD 83)
 DG9220_MARKER: A = ALUMINUM MARKER
 DG9220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9220_STAMPING: FISCHER NO. 2
 DG9220_MARK LOGO: FGRAH 
 DG9220_PROJECTION: RECESSED 7 CENTIMETERS
 DG9220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9220+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9220_ROD/PIPE-DEPTH: 3.66 meters
 DG9220
 DG9220  HISTORY     - Date     Condition        Report By
 DG9220  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9220
 DG9220                          STATION DESCRIPTION
 DG9220
 DG9220'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9220'STATION IS ABOUT 6.0 KM (3.75 MILES) SOUTHWEST OF WINSLOW AND ABOUT
 DG9220'6.9 KM (4.3 MILES)  NORTH OF LENA (AIR LINE), IN SECTION 9, T 28 N, R
 DG9220'6 E, ON PROPERTY OWNED BY ALLEN HEINKEL.  THIS STATION IS 3.6M (11.7
 DG9220'FT) SOUTH OF THE EDGE OF PAVEMENT OF FISCHER ROAD, 0.3M (1.1 FT)
 DG9220'NORTH OF AN ORANGE CARSONITE WITNESS SIGN AND 6.8M (22.4 FT) NORTHEAST
 DG9220'OF A FENCE POST.  MARK IS FLUSH WITH GROUND LEVEL.
 DG9220' 
 DG9220'TO REACH THE STATION FROM THE POST OFFICE ON STATE HIGHWAY 73 IN LENA,
 DG9220'GO NORTHEAST ON  STATE HIGHWAY 73,  8.7 KM (5.4 MILES) TO FISCHER
 DG9220'ROAD, THEN TURN LEFT (WEST) ON FISCHER  ROAD 1.5 KM (1 MILE) THE
 DG9220'STATION ON THE LEFT (SOUTH).
 DG9220' 
 DG9220'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9220'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9220'7.6 CM BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA.
 DG9220'PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET
 DG9220'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2110 ***********************************************************************
 JA2110  DESIGNATION -  FISHEL
 JA2110  PID         -  JA2110
 JA2110  STATE/COUNTY-  IL/EDWARDS
 JA2110  USGS QUAD   -  BERRYVILLE (1968)
 JA2110
 JA2110                         *CURRENT SURVEY CONTROL
 JA2110  ___________________________________________________________________
 JA2110* NAD 83(1997)-  38 32 34.02826(N)    087 58 32.49617(W)     ADJUSTED  
 JA2110* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 JA2110  ___________________________________________________________________
 JA2110  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JA2110  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JA2110
 JA2110  HORZ ORDER  -  SECOND
 JA2110
 JA2110.The horizontal coordinates were established by classical geodetic methods
 JA2110.and adjusted by the National Geodetic Survey in October 1999..
 JA2110
 JA2110.The orthometric height was scaled from a topographic map.
 JA2110
 JA2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2110
 JA2110.The geoid height was determined by GEOID03.
 JA2110
 JA2110;                    North         East     Units Scale Factor Converg.
 JA2110;SPC IL E     -   208,284.064   331,178.725   MT  0.99998697   +0 13 22.2
 JA2110;SPC IL E     -   683,345.30  1,086,542.20   sFT  0.99998697   +0 13 22.2
 JA2110;UTM  16      - 4,266,492.141   414,971.036   MT  0.99968903   -0 36 28.8
 JA2110
 JA2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2110!SPC IL E     -   0.99998153  x   0.99998697  =   0.99996850
 JA2110!UTM  16      -   0.99998153  x   0.99968903  =   0.99967057
 JA2110
 JA2110:                Primary Azimuth Mark                     Grid Az
 JA2110:SPC IL E     -  LANCASTER TEL MICROWAVE KSN 88           037 57 37.6
 JA2110:UTM  16      -  LANCASTER TEL MICROWAVE KSN 88           038 47 28.6
 JA2110
 JA2110|---------------------------------------------------------------------|
 JA2110| PID    Reference Object                     Distance      Geod. Az  |
 JA2110|                                                           dddmmss.s |
 JA2110| JA2111 LANCASTER TEL MICROWAVE KSN 88      APPROX.10.5 KM 0381059.8 |
 JA2110| JA2109 LANCASTER DOW CHEMICAL CO RAD       APPROX.13.5 KM 0802952.8 |
 JA2110| JA2106 FRIENDSVILLE SHAW RAD KJJ 823       APPROX.12.3 KM 1060319.5 |
 JA2110| CG8672 FISHEL AZ MK                                       1380148.9 |
 JA2110| CG8673 FISHEL RM 1                          30.111 METERS 16246     |
 JA2110| JA2072 BONE GAP MUNICIPAL TANK             APPROX.11.0 KM 1870445.5 |
 JA2110| JB1634 WEST SALEM MORAVIAN CH SPIRE        APPROX. 3.4 KM 2235320.7 |
 JA2110| JB1636 WEST SALEM MUNICIPAL TANK           APPROX. 3.5 KM 2261703.2 |
 JA2110| JB1635 WEST SALEM CHAMPION LAB TANK        APPROX. 3.9 KM 2374559.9 |
 JA2110| CG8674 FISHEL RM 2                          31.687 METERS 34301     |
 JA2110|---------------------------------------------------------------------|
 JA2110
 JA2110                          SUPERSEDED SURVEY CONTROL
 JA2110
 JA2110  NAD 83(1997)-  38 32 34.02884(N)    087 58 32.49494(W) AD(       ) 2
 JA2110  NAD 83(1986)-  38 32 34.03921(N)    087 58 32.49442(W) AD(       ) 2
 JA2110  NAD 27      -  38 32 33.85808(N)    087 58 32.37502(W) AD(       ) 2
 JA2110
 JA2110.Superseded values are not recommended for survey control.
 JA2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2110.See file dsdata.txt to determine how the superseded data were derived.
 JA2110
 JA2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1497166492(NAD 83)
 JA2110_MARKER: DS = TRIANGULATION STATION DISK
 JA2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2110
 JA2110  HISTORY     - Date     Condition        Report By
 JA2110  HISTORY     - 1968     MONUMENTED       CGS
 JA2110
 JA2110                          STATION DESCRIPTION
 JA2110
 JA2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2110'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF PARKERSBURG, 3
 JA2110'MILES NORTHEAST OF
 JA2110'WEST SALEM AND ON PROPERTY OWNED BY MR WALTER
 JA2110'FISHEL, MR J A FISCHEL AND MRS IMOGENE FISHEL.
 JA2110'
 JA2110'TO REACH THE STATION FROM THE POST OFFICE IN WEST SALEM, GO EAST ON A
 JA2110'PAVED STREET FOR
 JA2110'0.05 MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH
 JA2110'ON A PAVED STREET FOR 0.35 MILE TO
 JA2110'A CROSSROAD.  TURN RIGHT AND GO
 JA2110'EAST FOR 2.55 MILES TO A SIDE ROAD LEFT AND THE
 JA2110'AZIMUTH ON THE RIGHT.
 JA2110'TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 1.05 MILES TO A
 JA2110'CROSSROAD.
 JA2110'TURN LEFT ANG GO WEST ON A GRAVELED ROAD FOR 1.05 MILES
 JA2110'TO A DRIVEWAY ON THE RIGHT.
 JA2110'TURN RIGHT AND GO NORTH ON THE DRIVEWAY
 JA2110'FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JA2110'
 JA2110'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2110'
 JA2110'STATION MARK, STAMPED FISCHEL 1967 IS SET FLUSH WITH THE GROUND
 JA2110'SURFACE.  IT IS 28
 JA2110'FEET NORTH OF A 24-INCH TREE, 16 FEET SOUTH OF AN 18-INCH
 JA2110'TREE AND 1 FOOT WEST OF A FENCE.
 JA2110'
 JA2110'RM NO 1, STAMPED FISHEL NO 1 1967 PROJECTS 6 INCHES.  IT IS 15 FEET
 JA2110'EAST OF THE CENTER
 JA2110'OF THE DRIVEWAY, 1.7 FEET NORTHWEST OF A METAL
 JA2110'WITNESS POST AND 1 FOOT WEST OF A FENCE.
 JA2110'
 JA2110'RM NO 2, STAMPED FISHEL NO 2 1967 PROJECTS 2 INCHES.  IT IS 26 FEET
 JA2110'NORTHEAST OF A
 JA2110'TWIN TURNK EVERGREEN TREE, 4.4 FEET EAST OF THE
 JA2110'SOUTHWEST CORNER OF A BARN AND
 JA2110'2.4 FEET EAST OF A METAL WITNESS POST.
 JA2110'
 JA2110'AZIMUTH MARK, STAMPED FISHEL 1967 PROJECTS 5 INCHES.  IT IS 35.5 FEET
 JA2110'SOUTH OF THE
 JA2110'CENTER OF A PAVED ROAD, 1 FOOT NORTHEAST OF A FENCE
 JA2110'CORNER AND 1 FOOT WEST OF A
 JA2110'METAL WITNESS POST.
 JA2110'
 JA2110'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9007 ***********************************************************************
 DE9007  DESIGNATION -  FIT MAINT
 DE9007  PID         -  DE9007
 DE9007  STATE/COUNTY-  IL/VERMILION
 DE9007  USGS QUAD   -  ROYAL (1968)
 DE9007
 DE9007                         *CURRENT SURVEY CONTROL
 DE9007  ___________________________________________________________________
 DE9007* NAD 83(1997)-  40 07 30.97316(N)    087 54 40.04712(W)     ADJUSTED  
 DE9007* NAVD 88     -       202.0    (meters)     663.     (feet)  GPS OBS   
 DE9007  ___________________________________________________________________
 DE9007  X           -     178,016.065 (meters)                     COMP
 DE9007  Y           -  -4,880,639.535 (meters)                     COMP
 DE9007  Z           -   4,088,740.497 (meters)                     COMP
 DE9007  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 DE9007  ELLIP HEIGHT-         169.78  (meters)          (12/06/04) GPS OBS
 DE9007  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DE9007
 DE9007  HORZ ORDER  -  FIRST
 DE9007  ELLP ORDER  -  FOURTH    CLASS I
 DE9007
 DE9007.The horizontal coordinates were established by GPS observations
 DE9007.and adjusted by the National Geodetic Survey in December 2002..
 DE9007
 DE9007.The orthometric height was determined by GPS observations and a
 DE9007.high-resolution geoid model.
 DE9007
 DE9007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9007
 DE9007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9007
 DE9007.The ellipsoidal height was determined by GPS observations
 DE9007.and is referenced to NAD 83.
 DE9007
 DE9007.The geoid height was determined by GEOID03.
 DE9007
 DE9007;                    North         East     Units Scale Factor Converg.
 DE9007;SPC IL E     -   383,994.912   335,987.252   MT  0.99999094   +0 16 19.6
 DE9007;SPC IL E     - 1,259,823.31  1,102,318.18   sFT  0.99999094   +0 16 19.6
 DE9007;UTM  16      - 4,442,058.964   422,368.457   MT  0.99967419   -0 35 14.0
 DE9007
 DE9007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9007!SPC IL E     -   0.99997337  x   0.99999094  =   0.99996431
 DE9007!UTM  16      -   0.99997337  x   0.99967419  =   0.99964756
 DE9007
 DE9007                          SUPERSEDED SURVEY CONTROL
 DE9007
 DE9007  ELLIP H (12/18/02)  169.78   (m)                       GP(       ) 4 2
 DE9007
 DE9007.Superseded values are not recommended for survey control.
 DE9007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9007.See file dsdata.txt to determine how the superseded data were derived.
 DE9007
 DE9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2236842059(NAD 83)
 DE9007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9007_SETTING: 0 = UNSPECIFIED SETTING
 DE9007_STAMPING: FIT MAINT
 DE9007_MARK LOGO: ILDT  
 DE9007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9007+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9007
 DE9007  HISTORY     - Date     Condition        Report By
 DE9007  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9007
 DE9007                          STATION DESCRIPTION
 DE9007
 DE9007'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9007'THE STATION IS  LOCATED AT THE ILLINOIS DEPARTMENT OF
 DE9007'TRANSPORTATION - FITHIAN  STORAGE FACILITY,  1518 E  1800 NORTH
 DE9007'RD. FITHIAN  -  ILLINOIS . CALL  217.548.2295  FOR ACCESS INFORMATION
 DE9007'(NORMAL OPERATING HOURS ARE 7-30 AM  UNTIL 4-00 PM - HOURS MAY
 DE9007'CHANGE DUE TO SEASONAL CONSIDERATIONS). FACILITY FAX NUMBER IS
 DE9007'217.548.2995
 DE9007' 
 DE9007'THE STATION IS LOCATED ABOUT 2.1   MI ( 3.4  KM ) NORTHWEST  OF
 DE9007'FITHIAN  , ABOUT 5.6 MI ( 9.1 KM ) SOUTHEAST OF ROYAL, ABOUT 2.5 MI (
 DE9007'4.1
 DE9007'KM ) NORTHEAST OF OGDEN.  TO REACH FROM THE JUNCTION  AT THE
 DE9007'INTERSTATE 74 ( EXIT 200 ) AND STATE ROUTE 49, GO NORTH ON STATE
 DE9007'ROUTE 49  ABOUT 0.1 MI ( 0.15 KM ) TO THE CROSSROAD 1800 N COUNTY
 DE9007'ROAD, TURN LEFT GO WEST ON 1800 N COUNTY ROAD  ABOUT  0.4 MI ( 0.6 KM
 DE9007') TO ENTRANCE TO STORAGE FACILITY. TURN LEFT GO SOUTH INTO FACILITY
 DE9007'TO THE STATION ON THE LEFT NEAR THE SOUTHEAST CORNER OF THE
 DE9007'FACILITY.  THE STATION IS  10 FEET NORTHWEST  OF THE SOUTHEAST
 DE9007'FENCE CORNER  OF FENCE AROUND STORAGE .   IT IS  20.43  FT NORTHWEST
 DE9007'OF THE SOUTHEAST CORNER OF THE FENCE, 9.8  FT NORTHEAST  OF THE
 DE9007'FENCE LINE, 9.9  FT SOUTHWEST OF THE STEEL WITNESS POST.
 DE9007' 
 DE9007'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE9007'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE9007'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE9007'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE9007'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTH IS OUTSIDE AND
 DE9007'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE9007'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE9007'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE9007'A PUNCHED DATUM POINT.
 DE9007' 
 DE9007' 
 DE9007' 
 DE9007' 
 DE9007'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8990 ***********************************************************************
 DE8990  DESIGNATION -  FIT MAINT AZ
 DE8990  PID         -  DE8990
 DE8990  STATE/COUNTY-  IL/VERMILION
 DE8990  USGS QUAD   -  ROYAL (1968)
 DE8990
 DE8990                         *CURRENT SURVEY CONTROL
 DE8990  ___________________________________________________________________
 DE8990* NAD 83(1997)-  40 07 39.40052(N)    087 54 21.96415(W)     ADJUSTED  
 DE8990* NAVD 88     -       203.2    (meters)     667.     (feet)  GPS OBS   
 DE8990  ___________________________________________________________________
 DE8990  X           -     178,437.857 (meters)                     COMP
 DE8990  Y           -  -4,880,457.430 (meters)                     COMP
 DE8990  Z           -   4,088,940.038 (meters)                     COMP
 DE8990  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 DE8990  ELLIP HEIGHT-         171.00  (meters)          (12/06/04) GPS OBS
 DE8990  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 DE8990
 DE8990  HORZ ORDER  -  FIRST
 DE8990  ELLP ORDER  -  FOURTH    CLASS I
 DE8990
 DE8990.The horizontal coordinates were established by GPS observations
 DE8990.and adjusted by the National Geodetic Survey in December 2002..
 DE8990
 DE8990.The orthometric height was determined by GPS observations and a
 DE8990.high-resolution geoid model.
 DE8990
 DE8990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8990
 DE8990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8990
 DE8990.The ellipsoidal height was determined by GPS observations
 DE8990.and is referenced to NAD 83.
 DE8990
 DE8990.The geoid height was determined by GEOID03.
 DE8990
 DE8990;                    North         East     Units Scale Factor Converg.
 DE8990;SPC IL E     -   384,256.883   336,414.147   MT  0.99999132   +0 16 31.3
 DE8990;SPC IL E     - 1,260,682.79  1,103,718.75   sFT  0.99999132   +0 16 31.3
 DE8990;UTM  16      - 4,442,314.421   422,799.096   MT  0.99967337   -0 35 02.4
 DE8990
 DE8990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8990!SPC IL E     -   0.99997317  x   0.99999132  =   0.99996450
 DE8990!UTM  16      -   0.99997317  x   0.99967337  =   0.99964655
 DE8990
 DE8990                          SUPERSEDED SURVEY CONTROL
 DE8990
 DE8990  ELLIP H (12/18/02)  170.99   (m)                       GP(       ) 4 2
 DE8990
 DE8990.Superseded values are not recommended for survey control.
 DE8990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8990.See file dsdata.txt to determine how the superseded data were derived.
 DE8990
 DE8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2279942314(NAD 83)
 DE8990_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE8990_SETTING: 0 = UNSPECIFIED SETTING
 DE8990_STAMPING: FIT MAINT AZ
 DE8990_MARK LOGO: ILDT  
 DE8990_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8990+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8990
 DE8990  HISTORY     - Date     Condition        Report By
 DE8990  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8990
 DE8990                          STATION DESCRIPTION
 DE8990
 DE8990'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8990'THE STATION IS  LOCATED 0.3 MI ( 0.5 KM ) EAST OF THE THE ILLINOIS
 DE8990'DEPARTMENT OF TRANSPORTATION - FITHIAN  STORAGE FACILITY,  1518 E
 DE8990'1800 NORTH  RD. FITHIAN  -  ILLINOIS .
 DE8990' 
 DE8990'THE STATION IS LOCATED ABOUT 2.0   MI ( 3.2  KM ) NORTHWEST  OF
 DE8990'FITHIAN  , ABOUT 5.6 MI ( 9.1 KM ) SOUTHEAST OF ROYAL, ABOUT 2.8 MI (
 DE8990'4.6
 DE8990'KM ) NORTHEAST OF OGDEN.  TO REACH FROM THE JUNCTION  AT THE
 DE8990'INTERSTATE 74 ( EXIT 200 ) AND STATE ROUTE 49, GO NORTH ON STATE
 DE8990'ROUTE 49  ABOUT 0.1 MI ( 0.15 KM ) TO THE CROSSROAD 1800 N COUNTY
 DE8990'ROAD, TURN LEFT GO WEST ON 1800 N COUNTY ROAD ABOUT  0.1 MI ( 0.15
 DE8990'KM) ,  THE STATION IS  ON THE LEFT. IT IS  21.0 FT SOUTH  OF THE 1800
 DE8990'N
 DE8990'COUNTY ROAD,  256.23 FT SOUTHWEST OF  FROM THE MAIL POST AT THE
 DE8990'NORTH SIDE  OF THE 1800 N COUNTY ROAD, 57.7 FT SOUTHWEST OF THE
 DE8990'STEEL WITNESS POST  AT THE NORTH SIDE OF THE 1800 N COUNTY ROAD,
 DE8990'324.47 FT SOUTH EAST OF THE WOOD POST AT THE NORTH SIDE OF THE
 DE8990'1800 N COUNTY ROAD.
 DE8990' 
 DE8990'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH IS 0.25 FOOT
 DE8990'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE8990'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE8990'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE8990'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTH IS OUTSIDE AND
 DE8990'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE8990'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE8990'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE8990'A PUNCHED DATUM POINT.
 DE8990' 
 DE8990' 
 DE8990' 
 DE8990'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1655 ***********************************************************************
 MF1655  DESIGNATION -  FIVE POINTS
 MF1655  PID         -  MF1655
 MF1655  STATE/COUNTY-  IL/BUREAU
 MF1655  USGS QUAD   -  MALDEN (1966)
 MF1655
 MF1655                         *CURRENT SURVEY CONTROL
 MF1655  ___________________________________________________________________
 MF1655* NAD 83(1997)-  41 28 08.67715(N)    089 20 28.77557(W)     ADJUSTED  
 MF1655* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 MF1655  ___________________________________________________________________
 MF1655  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 MF1655  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF1655
 MF1655  HORZ ORDER  -  THIRD
 MF1655
 MF1655.The horizontal coordinates were established by classical geodetic methods
 MF1655.and adjusted by the National Geodetic Survey in October 1999..
 MF1655
 MF1655.The orthometric height was scaled from a topographic map.
 MF1655
 MF1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1655
 MF1655.The geoid height was determined by GEOID03.
 MF1655
 MF1655;                    North         East     Units Scale Factor Converg.
 MF1655;SPC IL W     -   533,446.258   768,941.752   MT  0.99999965   +0 32 47.7
 MF1655;SPC IL W     - 1,750,148.26  2,522,769.73   sFT  0.99999965   +0 32 47.7
 MF1655;UTM  16      - 4,593,477.334   304,486.679   MT  1.00007044   -1 33 03.4
 MF1655
 MF1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1655!SPC IL W     -   0.99996849  x   0.99999965  =   0.99996814
 MF1655!UTM  16      -   0.99996849  x   1.00007044  =   1.00003893
 MF1655
 MF1655|---------------------------------------------------------------------|
 MF1655| PID    Reference Object                     Distance      Geod. Az  |
 MF1655|                                                           dddmmss.s |
 MF1655| CI7414 FIVE POINTS RM 1                     11.939 METERS 04602     |
 MF1655| CI7413 FIVE POINTS AZ MK                                  0501856.2 |
 MF1655| MF1649 ARLINGTON MUNICIPAL TANK            APPROX. 7.8 KM 0855748.9 |
 MF1655| MF1658 ZEARING CB AND Q RR WATER TANK      APPROX. 3.6 KM 1364536.4 |
 MF1655| CI7415 FIVE POINTS RM 2                     17.675 METERS 14520     |
 MF1655|---------------------------------------------------------------------|
 MF1655
 MF1655                          SUPERSEDED SURVEY CONTROL
 MF1655
 MF1655  NAD 83(1997)-  41 28 08.67700(N)    089 20 28.77636(W) AD(       ) 3
 MF1655  NAD 83(1986)-  41 28 08.68394(N)    089 20 28.78164(W) AD(       ) 3
 MF1655  NAD 27      -  41 28 08.56070(N)    089 20 28.45890(W) AD(       ) 3
 MF1655
 MF1655.Superseded values are not recommended for survey control.
 MF1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1655.See file dsdata.txt to determine how the superseded data were derived.
 MF1655
 MF1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0448793477(NAD 83)
 MF1655_MARKER: DS = TRIANGULATION STATION DISK
 MF1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1655
 MF1655  HISTORY     - Date     Condition        Report By
 MF1655  HISTORY     - 1954     MONUMENTED       CGS
 MF1655  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 MF1655  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF1655  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 MF1655  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 MF1655
 MF1655                          STATION DESCRIPTION
 MF1655
 MF1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1655'STATION IS LOCATED ALONG THE THE NORTHWEST SIDE OF U.S.
 MF1655'HIGHWAY 34 ABOUT 5-1/2 MILES SOUTHWEST OF LA MOILLE AND ABOUT
 MF1655'3-1/2 MILES NORTHEAST OF DOVER.  IT IS 36 FEET NORTHEAST OF
 MF1655'THE CENTER OF A DRIVEWAY, 27 FEET NORTHWEST OF THE CENTER OF
 MF1655'THE HIGHWAY, 5 FEET EAST OF A WHITE WITNESS POST AND 2 FEET
 MF1655'SOUTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MF1655'STAMPED FIVE POINTS 1954.
 MF1655'
 MF1655'REFERENCE MARK NO. 1 IS 28 FEET NORTHWEST OF THE CENTER OF
 MF1655'THE HIGHWAY, 1 FOOT SOUTH OF A TELEPHONE POLE AND 1 FOOT
 MF1655'SOUTHEAST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MF1655'STAMPED FIVE POINTS NO 1 1954.
 MF1655'
 MF1655'REFERENCE MARK NO. 2 IS 30 FEET SOUTHEAST OF THE CENTER OF
 MF1655'THE HIGHWAY AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK PROJECTS
 MF1655'ABOUT 2 INCHES AND THE DISK IS STAMPED FIVE POINTS NO 2 1954.
 MF1655'
 MF1655'AZIMUTH MARK IS 31 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 34,
 MF1655'3 FEET SOUTHWEST OF A POWER LINE POLE, 1 FOOT SOUTHWEST OF
 MF1655'A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE.  THE MARK
 MF1655'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED FIVE POINTS
 MF1655'1954.
 MF1655'
 MF1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34
 MF1655'AND STATE HIGHWAY 89 IN THE SOUTH EDGE OF LA MOILLE, GO
 MF1655'SOUTH AND SOUTHWEST ON HIGHWAY 34 FOR 5.0 MILES TO THE AZIMUTH
 MF1655'MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHWEST ON THE
 MF1655'HIGHWAY FOR 0.25 MILE TO A DRIVEWAY RIGHT AND THE STATION ON
 MF1655'THE RIGHT AS DESCRIBED.
 MF1655'
 MF1655'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1655
 MF1655                          STATION RECOVERY (1996)
 MF1655
 MF1655'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1655'MARK NOT FOUND.
 MF1655
 MF1655                          STATION RECOVERY (2001)
 MF1655
 MF1655'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1655'RM 1 AND AZ FOUND IN GOOD CONDITION. RM2 NOT FOUND.
 MF1655
 MF1655                          STATION RECOVERY (2005)
 MF1655
 MF1655'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1655'RM 1,2 AND AZ WERE NOT FOUND
 MF1655
 MF1655                          STATION RECOVERY (2005)
 MF1655
 MF1655'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1655'RM 2, 4 AND AZIMUTH NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1855 ***********************************************************************
 LC1855  DESIGNATION -  FLANAGAN MUNICIPAL TANK
 LC1855  PID         -  LC1855
 LC1855  STATE/COUNTY-  IL/LIVINGSTON
 LC1855  USGS QUAD   -  FLANAGAN NORTH (1983)
 LC1855
 LC1855                         *CURRENT SURVEY CONTROL
 LC1855  ___________________________________________________________________
 LC1855* NAD 83(1997)-  40 52 35.88345(N)    088 51 38.04248(W)     ADJUSTED  
 LC1855* NAVD 88     -                                                        
 LC1855  ___________________________________________________________________
 LC1855  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LC1855  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC1855
 LC1855  HORZ ORDER  -  THIRD
 LC1855
 LC1855.The horizontal coordinates were established by classical geodetic methods
 LC1855.and adjusted by the National Geodetic Survey in October 1999..
 LC1855
 LC1855
 LC1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1855
 LC1855.The geoid height was determined by GEOID03.
 LC1855
 LC1855;                    North         East     Units Scale Factor Converg.
 LC1855;SPC IL E     -   467,475.857   255,559.482   MT  0.99999930   -0 20 42.2
 LC1855;SPC IL E     - 1,533,710.37    838,448.07   sFT  0.99999930   -0 20 42.2
 LC1855;SPC IL W     -   468,147.477   810,088.455   MT  1.00009029   +0 51 17.4
 LC1855;SPC IL W     - 1,535,913.85  2,657,765.21   sFT  1.00009029   +0 51 17.4
 LC1855;UTM  16      - 4,526,728.573   343,228.036   MT  0.99990251   -1 13 04.3
 LC1855
 LC1855                          SUPERSEDED SURVEY CONTROL
 LC1855
 LC1855  NAD 83(1986)-  40 52 35.89864(N)    088 51 38.04861(W) AD(       ) 4
 LC1855  NAD 27      -  40 52 35.77800(N)    088 51 37.80400(W) AD(       ) 3
 LC1855
 LC1855.Superseded values are not recommended for survey control.
 LC1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1855.See file dsdata.txt to determine how the superseded data were derived.
 LC1855
 LC1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4322826729(NAD 83)
 LC1855_MARKER: 82 = FINIAL
 LC1855
 LC1855  HISTORY     - Date     Condition        Report By
 LC1855  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1855
 LC1855                          STATION DESCRIPTION
 LC1855
 LC1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1855'THE POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL
 LC1855'WATER TANK OF FLANAGAN.  THE TANK IS A WOODEN STRUCTURE
 LC1855'WITH A CYLINDRICAL BRICK BASE.  IT IS APPROXIMATELY 100
 LC1855'FEET HIGH AND IS LOCATED IN THE CENTRAL PART OF TOWN.
 LC1855'
 LC1855'OBSERVED UPON FROM TRIANGULATION STATIONS SCHLOSSER, ZIMMERMAN,
 LC1855'HUTSON, FLANAGAN (NO. 83 T U.S.G.S.) AND FORD (NO. 82 T U.S.G.S.).
 LC1855'
 LC1855'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1856 ***********************************************************************
 LC1856  DESIGNATION -  FLANAGAN ST JOHNS EV LUTH CH
 LC1856  PID         -  LC1856
 LC1856  STATE/COUNTY-  IL/LIVINGSTON
 LC1856  USGS QUAD   -  FLANAGAN SOUTH (1984)
 LC1856
 LC1856                         *CURRENT SURVEY CONTROL
 LC1856  ___________________________________________________________________
 LC1856* NAD 83(1997)-  40 52 26.87060(N)    088 51 36.07003(W)     ADJUSTED  
 LC1856* NAVD 88     -                                                        
 LC1856  ___________________________________________________________________
 LC1856  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 LC1856  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC1856
 LC1856  HORZ ORDER  -  THIRD
 LC1856
 LC1856.The horizontal coordinates were established by classical geodetic methods
 LC1856.and adjusted by the National Geodetic Survey in October 1999..
 LC1856
 LC1856
 LC1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1856
 LC1856.The geoid height was determined by GEOID03.
 LC1856
 LC1856;                    North         East     Units Scale Factor Converg.
 LC1856;SPC IL E     -   467,197.559   255,603.993   MT  0.99999925   -0 20 40.8
 LC1856;SPC IL E     - 1,532,797.32    838,594.10   sFT  0.99999925   -0 20 40.8
 LC1856;SPC IL W     -   467,870.147   810,138.788   MT  1.00009043   +0 51 18.6
 LC1856;SPC IL W     - 1,535,003.97  2,657,930.34   sFT  1.00009043   +0 51 18.6
 LC1856;UTM  16      - 4,526,449.657   343,268.298   MT  0.99990235   -1 13 02.8
 LC1856
 LC1856                          SUPERSEDED SURVEY CONTROL
 LC1856
 LC1856  NAD 83(1986)-  40 52 26.88588(N)    088 51 36.07621(W) AD(       ) 4
 LC1856  NAD 27      -  40 52 26.76500(N)    088 51 35.83200(W) AD(       ) 3
 LC1856
 LC1856.Superseded values are not recommended for survey control.
 LC1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1856.See file dsdata.txt to determine how the superseded data were derived.
 LC1856
 LC1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4326826450(NAD 83)
 LC1856_MARKER: 90 = CHURCH SPIRE
 LC1856
 LC1856  HISTORY     - Date     Condition        Report By
 LC1856  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1856
 LC1856                          STATION DESCRIPTION
 LC1856
 LC1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1856'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE AT THE BASE
 LC1856'OF THE CROSS OF THE ST. JOHNS EVANGELICAL LUTHERAN CHURCH
 LC1856'OF FLANAGAN.  THE CHURCH IS A BRICK BUILDING WITH A 75-FOOT
 LC1856'SPIRE.  IT IS LOCATED AT THE EAST SIDE OF TOWN.
 LC1856'
 LC1856'OBSERVED UPON FROM TRIANGULATION STATIONS ZIMMERMAN, HUTSON,
 LC1856'FLANAGAN (NO. 83 T U.S.G.S.), FORD (NO. 82 T U.S.G.S.) AND
 LC1856'SCHLOSSER.
 LC1856'
 LC1856'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1597 ***********************************************************************
 HB1597  DESIGNATION -  FLANNIGAN
 HB1597  PID         -  HB1597
 HB1597  STATE/COUNTY-  IL/HAMILTON
 HB1597  USGS QUAD   -  AKIN (1963)
 HB1597
 HB1597                         *CURRENT SURVEY CONTROL
 HB1597  ___________________________________________________________________
 HB1597* NAD 83(1997)-  37 57 27.56243(N)    088 40 54.10946(W)     ADJUSTED  
 HB1597* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 HB1597  ___________________________________________________________________
 HB1597  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HB1597  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HB1597
 HB1597  HORZ ORDER  -  FIRST
 HB1597
 HB1597.The horizontal coordinates were established by classical geodetic methods
 HB1597.and adjusted by the National Geodetic Survey in October 1999..
 HB1597
 HB1597.The orthometric height was scaled from a topographic map.
 HB1597
 HB1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1597
 HB1597.The geoid height was determined by GEOID03.
 HB1597
 HB1597;                    North         East     Units Scale Factor Converg.
 HB1597;SPC IL E     -   143,332.223   269,385.489   MT  0.99998654   -0 12 51.4
 HB1597;SPC IL E     -   470,249.13    883,808.89   sFT  0.99998654   -0 12 51.4
 HB1597;UTM  16      - 4,202,450.707   352,261.419   MT  0.99986883   -1 02 04.4
 HB1597
 HB1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1597!SPC IL E     -   0.99997550  x   0.99998654  =   0.99996204
 HB1597!UTM  16      -   0.99997550  x   0.99986883  =   0.99984433
 HB1597
 HB1597|---------------------------------------------------------------------|
 HB1597| PID    Reference Object                     Distance      Geod. Az  |
 HB1597|                                                           dddmmss.s |
 HB1597| CI4453 FLANNIGAN RM 1                       26.933 METERS 03844     |
 HB1597| JB1735 BRADEN RADIO STA KSC 36 MAST        APPROX. 7.8 KM 0464136.0 |
 HB1597| HB1592 MUDDY RADIO STA KSL 31 MAST         APPROX.25.4 KM 1463212.8 |
 HB1597| CI4452 FLANNIGAN AZ MK                                    2581421.1 |
 HB1597| HB1629 LOGAN                               APPROX.13.2 KM 2672925.6 |
 HB1597| CI4454 FLANNIGAN RM 2                       27.202 METERS 27359     |
 HB1597|---------------------------------------------------------------------|
 HB1597
 HB1597                          SUPERSEDED SURVEY CONTROL
 HB1597
 HB1597  NAD 83(1997)-  37 57 27.57078(N)    088 40 54.10887(W) AD(       ) 1
 HB1597  NAD 83(1986)-  37 57 27.57439(N)    088 40 54.11100(W) AD(       ) 1
 HB1597  NAD 27      -  37 57 27.39962(N)    088 40 53.90342(W) AD(       ) 1
 HB1597
 HB1597.Superseded values are not recommended for survey control.
 HB1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1597.See file dsdata.txt to determine how the superseded data were derived.
 HB1597
 HB1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5226102451(NAD 83)
 HB1597_MARKER: DS = TRIANGULATION STATION DISK
 HB1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1597
 HB1597  HISTORY     - Date     Condition        Report By
 HB1597  HISTORY     - 1957     MONUMENTED       CGS
 HB1597  HISTORY     - 1960     GOOD             CGS
 HB1597  HISTORY     - 1961     GOOD             CGS
 HB1597
 HB1597                          STATION DESCRIPTION
 HB1597
 HB1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1597'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHEAST OF THOMPSONVILLE,
 HB1597'ABOUT 10 MILES NORTHWEST OF GALATIA, ON THE PROPERTY OF MR. JOHN
 HB1597'HERRIN WHO LIVES AT HERRIN, ILLINOIS.  IT IS IN AN OLD FIELD, 22 FEET
 HB1597'SOUTH OF CENTERLINE OF TRACK ROAD AND 6 FEET NORTHWEST OF WHITE
 HB1597'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1597'FLANNIGAN 1957.
 HB1597'
 HB1597'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 149
 HB1597'IN THE WEST EDGE OF THOMPSONVILLE, GO SOUTHEAST ON HIGHWAY 34 FOR
 HB1597'3.9 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVEL
 HB1597'ROAD 2.1 MILES TO A CROSSROAD.  CONTINUE NORTH ON PAVED ROAD
 HB1597'FOR 0.3 MILE TO THE END OF PAVED ROAD.  CONTINUE NORTH ON GRAVEL ROAD
 HB1597'FOR 0.95 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON
 HB1597'DIRT ROAD FOR 0.75 MILE TO A T ROAD.  TURN LEFT AND GO NORTH ON DIRT
 HB1597'ROAD FOR 0.55 MILE TO A T ROAD.  TURN RIGHT AND GO EAST ON DIRT
 HB1597'ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 HB1597'ON DIRT ROAD FOR 0.75 MILE TO A CROSSROAD.  TURN RIGHT JUST BEFORE
 HB1597'CROSSING A SMALL WOODEN BRIDGE AND GO EAST ON DIRT ROAD FOR 0.2
 HB1597'MILE TO OIL WELL ON RIGHT.  CONTINUE EAST ON TRACK ROAD FOR 0.05 MILE
 HB1597'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON TRACK ROAD
 HB1597'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 HB1597'
 HB1597'REFERENCE MARK 1 IS 29 FEET NORTH OF CENTERLINE OF TRACK ROAD AND 87
 HB1597'FEET NORTHEAST OF A WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 HB1597'AND THE DISK IS STAMPED FLANNIGAN NO 1 1957.
 HB1597'
 HB1597'REFERENCE MARK 2 IS 9 FEET NORTH OF CENTERLINE OF TRACK ROAD AND 95
 HB1597'FEET NORTHWEST OF A WHITE WITNESS POST.  THE MONUMENT IS
 HB1597'FLUSH AND THE DISK IS STAMPED FLANNIGAN NO 2 1957.
 HB1597'
 HB1597'THE AZIMUTH MARK IS 50 FEET SOUTH OF CENTERLINE OF TRACK ROAD AND 2
 HB1597'FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS SET ON THE WEST EDGE
 HB1597'OF AN OLD FIELD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1597'FLANNIGAN 1957.
 HB1597'
 HB1597'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HB1597
 HB1597                          STATION RECOVERY (1960)
 HB1597
 HB1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1597'THE STATION AND ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HB1597'DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  NEW WITNESS POSTS
 HB1597'WERE SET AT THE STATION MARK AND THE AZIMUTH MARK.  THE STATION COULD
 HB1597'NOT BE REACHED BY FOLLOWING THE OLD DESCRIPTION, BECAUSE OF BAD
 HB1597'ROADS IN WET WEATHER.  THE PROPERTY OWNER HAS CHANGED.
 HB1597'
 HB1597'A NEW DESCRIPTION AND A NEW TO REACH FOLLOWS-
 HB1597'
 HB1597'THE STATION IS ABOUT 5.5 MILES NORTHEAST OF THOMPSONVILLE, ABOUT 10
 HB1597'MILES NORTHWEST OF GALATIA, ON THE PROPERTY OF MR.  Q.B. MITCHELL
 HB1597'WHO LIVES IN CARMI, ILLINOIS.  IT IS IN AN OLD FIELD THAT IS COVERED
 HB1597'BY A SPARSE GROWTH OF YOUNG SAPLINGS AND BRUSH.  THE STATION IS IN
 HB1597'SECTION 32, T. 6 S., R. 5 E., 2 FEET NORTHWEST OF A WITNESS POST, 22
 HB1597'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 0.1 MILE EAST OF
 HB1597'A BRUSH FILLED FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1597'STAMPED FLANNIGAN 1957.
 HB1597'
 HB1597'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 149
 HB1597'AT THE WEST EDGE OF THOMPSONVILLE, GO SOUTHEAST ON STATE HIGHWAY 34
 HB1597'FOR 3.9 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON A
 HB1597'GRAVELED ROAD FOR 2.1 MILES TO A CROSSROAD.  CONTINUE NORTH ON A
 HB1597'PAVED ROAD FOR 0.3 MILE TO THE END OF PAVED ROAD.  CONTINUE NORTH ON
 HB1597'A GRAVELED ROAD FOR 1.35 MILES TO A JOGGED CROSSROAD.  TURN RIGHT AND
 HB1597'GO EAST ON A DIRT ROAD FOR 1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 HB1597'GO NORTH ON A DIRT ROAD FOR 0.75 MILE TO A CROSSROAD, AT THE SOUTH
 HB1597'END OF A SMALL WOODEN BRIDGE.  TURN RIGHT AND GO EAST ON A DIRT ROAD
 HB1597'FOR 0.2 MILE TO AN OIL WELL ON THE RIGHT.  CONTINUE EAST ON A TRACK
 HB1597'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 HB1597'EAST ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 HB1597'
 HB1597'NOTE THE LAST 0.15 MILE WILL BE A PACK IN WET WEATHER.
 HB1597'
 HB1597'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD
 HB1597'AND 88 FEET NORTHEAST OF THE WITNESS POST.  THE MONUMENT IS FLUSH
 HB1597'AND THE DISK IS STAMPED FLANNIGAN NO 1 1957.
 HB1597'
 HB1597'REFERENCE MARK 2 IS 9 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD
 HB1597'AND 92 FEET NORTHWEST OF THE WITNESS POST.  THE MONUMENT IS FLUSH
 HB1597'AND THE DISK IS STAMPED FLANNIGAN NO 2 1957.
 HB1597'
 HB1597'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD
 HB1597'AND 1 FOOT EAST OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 HB1597'DISK IS STAMPED FLANNIGAN 1957.
 HB1597'
 HB1597'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HB1597
 HB1597                          STATION RECOVERY (1961)
 HB1597
 HB1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1597'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HB1597'THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE 1960
 HB1597'DESCRIPTION IS ADEQUATE.
 HB1597'
 HB1597'NO PICTURE POINT AVAILABLE
 HB1597'
 HB1597'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0733 ***********************************************************************
 LC0733  DESIGNATION -  FLAP
 LC0733  PID         -  LC0733
 LC0733  STATE/COUNTY-  IL/MCLEAN
 LC0733  USGS QUAD   -  CHENOA (1986)
 LC0733
 LC0733                         *CURRENT SURVEY CONTROL
 LC0733  ___________________________________________________________________
 LC0733* NAD 83(1997)-  40 43 12.70577(N)    088 44 10.81249(W)     ADJUSTED  
 LC0733* NAVD 88     -       227.785  (meters)     747.32   (feet)  ADJUSTED  
 LC0733  ___________________________________________________________________
 LC0733  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LC0733  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC0733  DYNAMIC HT  -         227.683 (meters)     746.99  (feet)  COMP
 LC0733  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LC0733
 LC0733  HORZ ORDER  -  SECOND
 LC0733  VERT ORDER  -  SECOND    CLASS 0
 LC0733
 LC0733.The horizontal coordinates were established by classical geodetic methods
 LC0733.and adjusted by the National Geodetic Survey in October 1999..
 LC0733
 LC0733.The orthometric height was determined by differential leveling
 LC0733.and adjusted by the National Geodetic Survey in June 1991..
 LC0733
 LC0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0733
 LC0733.The geoid height was determined by GEOID03.
 LC0733
 LC0733.The dynamic height is computed by dividing the NAVD 88
 LC0733.geopotential number by the normal gravity value computed on the
 LC0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0733.degrees latitude (g = 980.6199 gals.).
 LC0733
 LC0733.The modeled gravity was interpolated from observed gravity values.
 LC0733
 LC0733;                    North         East     Units Scale Factor Converg.
 LC0733;SPC IL E     -   450,048.127   265,951.055   MT  0.99998926   -0 15 46.5
 LC0733;SPC IL E     - 1,476,532.90    872,541.09   sFT  0.99998926   -0 15 46.5
 LC0733;UTM  16      - 4,509,146.764   353,352.236   MT  0.99986471   -1 07 58.5
 LC0733
 LC0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0733!SPC IL E     -   0.99996930  x   0.99998926  =   0.99995856
 LC0733!UTM  16      -   0.99996930  x   0.99986471  =   0.99983402
 LC0733
 LC0733:                Primary Azimuth Mark                     Grid Az
 LC0733:SPC IL E     -  CHENOA ST JOSEPH CATH CH SPIRE           023 48 00.6
 LC0733:UTM  16      -  CHENOA ST JOSEPH CATH CH SPIRE           024 40 12.6
 LC0733
 LC0733|---------------------------------------------------------------------|
 LC0733| PID    Reference Object                     Distance      Geod. Az  |
 LC0733|                                                           dddmmss.s |
 LC0733| LC1843 CHENOA ST JOSEPH CATH CH SPIRE      APPROX. 2.9 KM 0233214.1 |
 LC0733| LC0734 FLAP RM 1                            10.291 METERS 02425     |
 LC0733| LC0732 FLAP RM 2                            12.185 METERS 20528     |
 LC0733|---------------------------------------------------------------------|
 LC0733
 LC0733                          SUPERSEDED SURVEY CONTROL
 LC0733
 LC0733  NAD 83(1986)-  40 43 12.72011(N)    088 44 10.81996(W) AD(       ) 2
 LC0733  NAD 27      -  40 43 12.59460(N)    088 44 10.58890(W) AD(       ) 2
 LC0733  NGVD 29 (??/??/92)  227.835  (m)          747.49   (f) ADJ UNCH    2 0
 LC0733
 LC0733.Superseded values are not recommended for survey control.
 LC0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0733.See file dsdata.txt to determine how the superseded data were derived.
 LC0733
 LC0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5335209147(NAD 83)
 LC0733_MARKER: DE = TRAVERSE STATION DISK
 LC0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0733_STAMPING: FLAP 1960
 LC0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0733+STABILITY: SURFACE MOTION
 LC0733
 LC0733  HISTORY     - Date     Condition        Report By
 LC0733  HISTORY     - 1960     MONUMENTED       CGS
 LC0733  HISTORY     - 1961     GOOD             NGS
 LC0733  HISTORY     - 20060608 POOR             FARNGP
 LC0733
 LC0733                          STATION DESCRIPTION
 LC0733
 LC0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC0733'STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-NORTHEAST OF
 LC0733'LEXINGTON, ABOUT 2.0 MILES SOUTH-SOUTHWEST OF CHENOA AND ON
 LC0733'THE EAST SIDE OF U.S. HIGHWAY 66 BETWEEN THE HIGHWAY AND THE
 LC0733'RAILROAD TRACKS.
 LC0733'
 LC0733'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE 24
 LC0733'IN THE WEST EDGE CHENOA, GO SOUTH-SOUTHWEST 1.6 MILES TO
 LC0733'CROSSOVER, TURN LEFT (EAST) CROSSING U.S. HIGHWAY 66 AND
 LC0733'THEN GO NORTH-NORTHEAST ON RIGHT-OF-WAY FOR 0.05 MILE TO
 LC0733'STATION AS DESCRIBED.
 LC0733'
 LC0733'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED FLAP 1960,
 LC0733'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LC0733'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 72
 LC0733'FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 66, 44.5 FEET
 LC0733'SOUTHEAST OF A DRAIN OUTLET, 44 FEET NORTHWEST OF THE WEST
 LC0733'RAIL OF RAILROAD TRACKS AND 28.6 FEET SOUTH WEST OF A TRIANGLE
 LC0733'BLAZED TELEGRAPH POLE.
 LC0733'
 LC0733'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED FLAP NO
 LC0733'1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LC0733'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS SET
 LC0733'71 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 66, 44.5
 LC0733'FEET NORTHWEST OF WEST RAIL OF RAILROAD TRACKS AND 6.2 FEET
 LC0733'NORTH OF A TRIANGLE BLAZED TELEGRAPH POLE.
 LC0733'
 LC0733'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED FLAP
 LC0733'NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC0733'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC0733'MARK IS 72 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 66,
 LC0733'68.5 FEET SOUTHWEST OF A TRIANGLE BLAZED TELEGRAPH POLE
 LC0733'AND 44 FEET NORTHWEST OF THE WEST RAIL OF RAILROAD TRACKS.
 LC0733'
 LC0733'NO AZIMUTH MARK SET AT THIS STATION.  CHENOA, ST. JOSEPH
 LC0733'CATHOLIC CHURCH SPIRE MAYBE USED AS A AZIMUTH.
 LC0733'
 LC0733'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LC0733
 LC0733                          STATION RECOVERY (1961)
 LC0733
 LC0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0733'1.5 MI SW FROM CHENOA.
 LC0733'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM JUNCTION OF U.S.
 LC0733'HIGHWAY 66 AND U.S. HIGHWAY 24 IN THE SOUTHWEST PART OF CHENOA,
 LC0733'AT JUNCTION OF DRIVE EAST TO A FARM HOUSE, 72 FEET SOUTHEAST
 LC0733'OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 66,
 LC0733'43 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTH BOUND TRACK
 LC0733'OF THE GULF MOBILE AND OHIO RAIL ROAD, 256 FEET NORTHEAST OF THE
 LC0733'CENTER LINE OF THE DRIVE, 29 FEET SOUTHWEST OF THE THIRD
 LC0733'TELEGRAPH POLE NORTHEAST OF DRIVE, 1 FOOT ABOVE THE LEVEL OF THE
 LC0733'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LC0733'GROUND.
 LC0733
 LC0733                          STATION RECOVERY (2006)
 LC0733
 LC0733'RECOVERY NOTE BY FARNSWORTH GROUP 2006 (KDV)
 LC0733'LOOKS LIKE HAS BEEN HIT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0734 ***********************************************************************
 LC0734  DESIGNATION -  FLAP RM 1
 LC0734  PID         -  LC0734
 LC0734  STATE/COUNTY-  IL/MCLEAN
 LC0734  USGS QUAD   -  CHENOA (1986)
 LC0734
 LC0734                         *CURRENT SURVEY CONTROL
 LC0734  ___________________________________________________________________
 LC0734* NAD 83(1986)-  40 43 12.     (N)    088 44 10.     (W)     SCALED    
 LC0734* NAVD 88     -       227.753  (meters)     747.22   (feet)  ADJUSTED  
 LC0734  ___________________________________________________________________
 LC0734  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC0734  DYNAMIC HT  -         227.652 (meters)     746.89  (feet)  COMP
 LC0734  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LC0734
 LC0734  VERT ORDER  -  SECOND    CLASS 0
 LC0734
 LC0734.The horizontal coordinates were scaled from a topographic map and have
 LC0734.an estimated accuracy of +/- 6 seconds.
 LC0734
 LC0734.The orthometric height was determined by differential leveling
 LC0734.and adjusted by the National Geodetic Survey in June 1991..
 LC0734
 LC0734.The geoid height was determined by GEOID03.
 LC0734
 LC0734.The dynamic height is computed by dividing the NAVD 88
 LC0734.geopotential number by the normal gravity value computed on the
 LC0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0734.degrees latitude (g = 980.6199 gals.).
 LC0734
 LC0734.The modeled gravity was interpolated from observed gravity values.
 LC0734
 LC0734;                    North         East    Units  Estimated Accuracy
 LC0734;SPC IL E     -   450,030.      265,970.      MT  (+/- 180 meters Scaled)
 LC0734
 LC0734                          SUPERSEDED SURVEY CONTROL
 LC0734
 LC0734  NGVD 29 (??/??/92)  227.803  (m)          747.38   (f) ADJ UNCH    2 0
 LC0734
 LC0734.Superseded values are not recommended for survey control.
 LC0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0734.See file dsdata.txt to determine how the superseded data were derived.
 LC0734
 LC0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL533091(NAD 83)
 LC0734_MARKER: DR = REFERENCE MARK DISK
 LC0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0734_STAMPING: FLAP NO 1 1960
 LC0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0734+STABILITY: SURFACE MOTION
 LC0734
 LC0734  HISTORY     - Date     Condition        Report By
 LC0734  HISTORY     - 1960     MONUMENTED       CGS
 LC0734  HISTORY     - 1961     GOOD             NGS
 LC0734
 LC0734                          STATION DESCRIPTION
 LC0734
 LC0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0734'1.5 MI SW FROM CHENOA.
 LC0734'ABOUT 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM JUNCTION OF
 LC0734'U.S. HIGHWAY 66 AND U.S. HIGHWAY 24 IN THE SOUTHWEST PART OF
 LC0734'CHENOA, AT JUNCTION OF DRIVE EAST TO A FARM HOUSE, 71 FEET
 LC0734'SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S.
 LC0734'HIGHWAY 66, 44 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 LC0734'SOUTH BOUND TRACK OF THE GULF MOBILE AND OHIO RAIL ROAD, 277
 LC0734'FEET NORTHEAST OF THE CENTER OF THE DRIVE, 6 FEET NORTHWEST OF
 LC0734'A TELEGRAPH POLE THE THIRD POLE NORTHEAST OF THE DRIVE, 20.7
 LC0734'FEET NORTHEAST OF TRAVERSE STATION FLAP, ABOUT 1 FOOT ABOVE THE
 LC0734'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST AND
 LC0734'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0732 ***********************************************************************
 LC0732  DESIGNATION -  FLAP RM 2
 LC0732  PID         -  LC0732
 LC0732  STATE/COUNTY-  IL/MCLEAN
 LC0732  USGS QUAD   -  CHENOA (1986)
 LC0732
 LC0732                         *CURRENT SURVEY CONTROL
 LC0732  ___________________________________________________________________
 LC0732* NAD 83(1986)-  40 43 12.     (N)    088 44 10.     (W)     SCALED    
 LC0732* NAVD 88     -       227.718  (meters)     747.10   (feet)  ADJUSTED  
 LC0732  ___________________________________________________________________
 LC0732  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC0732  DYNAMIC HT  -         227.617 (meters)     746.77  (feet)  COMP
 LC0732  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LC0732
 LC0732  VERT ORDER  -  SECOND    CLASS 0
 LC0732
 LC0732.The horizontal coordinates were scaled from a topographic map and have
 LC0732.an estimated accuracy of +/- 6 seconds.
 LC0732
 LC0732.The orthometric height was determined by differential leveling
 LC0732.and adjusted by the National Geodetic Survey in June 1991..
 LC0732
 LC0732.The geoid height was determined by GEOID03.
 LC0732
 LC0732.The dynamic height is computed by dividing the NAVD 88
 LC0732.geopotential number by the normal gravity value computed on the
 LC0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0732.degrees latitude (g = 980.6199 gals.).
 LC0732
 LC0732.The modeled gravity was interpolated from observed gravity values.
 LC0732
 LC0732;                    North         East    Units  Estimated Accuracy
 LC0732;SPC IL E     -   450,030.      265,970.      MT  (+/- 180 meters Scaled)
 LC0732
 LC0732                          SUPERSEDED SURVEY CONTROL
 LC0732
 LC0732  NGVD 29 (??/??/92)  227.768  (m)          747.27   (f) ADJ UNCH    2 0
 LC0732
 LC0732.Superseded values are not recommended for survey control.
 LC0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0732.See file dsdata.txt to determine how the superseded data were derived.
 LC0732
 LC0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL533091(NAD 83)
 LC0732_MARKER: DR = REFERENCE MARK DISK
 LC0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0732_STAMPING: FLAP NO 2 1960
 LC0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0732+STABILITY: SURFACE MOTION
 LC0732
 LC0732  HISTORY     - Date     Condition        Report By
 LC0732  HISTORY     - 1960     MONUMENTED       CGS
 LC0732  HISTORY     - 1961     GOOD             NGS
 LC0732
 LC0732                          STATION DESCRIPTION
 LC0732
 LC0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0732'1.5 MI SW FROM CHENOA.
 LC0732'ABOUT 1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION
 LC0732'OF U.S. HIGHWAY 66 AND U.S. HIGHWAY 24 IN THE SOUTHWEST PART OF
 LC0732'CHENOA, AT A JUNCTION OF A DRIVE EAST TO A FARM HOUSE, 71 FEET
 LC0732'SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S.
 LC0732'HIGHWAY 66, 44 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 LC0732'SOUTH BOUND TRACK OF THE GULF MOBILE AND OHIO RAIL ROAD, 216
 LC0732'FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE, 40.0 FEET
 LC0732'SOUTHWEST OF TRAVERSE STATION FLAP, 69 FEET SOUTHWEST OF THE
 LC0732'THIRD TELEPHONE POLE NORTHEAST OF THE DRIVE, 41 FEET NORTHEAST
 LC0732'OF THE SECOND POLE NORTHEAST OF THE DRIVE, ABOUT 1 FOOT ABOVE
 LC0732'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LC0732'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1401 ***********************************************************************
 NH1401  DESIGNATION -  FLAT
 NH1401  PID         -  NH1401
 NH1401  STATE/COUNTY-  IL/WINNEBAGO
 NH1401  USGS QUAD   -  SOUTH BELOIT (1993)
 NH1401
 NH1401                         *CURRENT SURVEY CONTROL
 NH1401  ___________________________________________________________________
 NH1401* NAD 83(1997)-  42 28 58.33272(N)    089 02 58.72961(W)     ADJUSTED  
 NH1401* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 NH1401  ___________________________________________________________________
 NH1401  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 NH1401  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH1401
 NH1401  HORZ ORDER  -  SECOND
 NH1401
 NH1401.The horizontal coordinates were established by classical geodetic methods
 NH1401.and adjusted by the National Geodetic Survey in October 1999..
 NH1401
 NH1401.The orthometric height was scaled from a topographic map.
 NH1401
 NH1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1401
 NH1401.The geoid height was determined by GEOID03.
 NH1401
 NH1401;                    North         East     Units Scale Factor Converg.
 NH1401;SPC IL W     -   646,320.317   791,838.081   MT  1.00004491   +0 45 16.0
 NH1401;SPC IL W     - 2,120,469.24  2,597,888.77   sFT  1.00004491   +0 45 16.0
 NH1401;SPC IL E     -   645,986.159   241,104.981   MT  1.00001766   -0 29 01.6
 NH1401;SPC IL E     - 2,119,372.92    791,025.26   sFT  1.00001766   -0 29 01.6
 NH1401;SPC WI S     -    54,088.955   678,142.377   MT  1.00005991   +0 39 10.8
 NH1401;SPC WI S     -   177,456.85  2,224,872.12   sFT  1.00005991   +0 39 10.8
 NH1401;UTM  16      - 4,705,426.482   331,539.245   MT  0.99994917   -1 23 04.5
 NH1401
 NH1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1401!SPC IL W     -   0.99997031  x   1.00004491  =   1.00001522
 NH1401!SPC IL E     -   0.99997031  x   1.00001766  =   0.99998797
 NH1401!SPC WI S     -   0.99997031  x   1.00005991  =   1.00003022
 NH1401!UTM  16      -   0.99997031  x   0.99994917  =   0.99991948
 NH1401
 NH1401:                Primary Azimuth Mark                     Grid Az
 NH1401:SPC IL W     -  BELOIT FIRST CONG CH SPIRE               040 03 49.8
 NH1401:SPC IL E     -  BELOIT FIRST CONG CH SPIRE               041 18 07.4
 NH1401:SPC WI S     -  BELOIT FIRST CONG CH SPIRE               040 09 55.0
 NH1401:UTM  16      -  BELOIT FIRST CONG CH SPIRE               042 12 10.3
 NH1401
 NH1401|---------------------------------------------------------------------|
 NH1401| PID    Reference Object                     Distance      Geod. Az  |
 NH1401|                                                           dddmmss.s |
 NH1401| NH1353 BELOIT FIRST CONG CH SPIRE          APPROX. 2.7 KM 0404905.8 |
 NH1401| CI8685 FLAT RM                              11.840 METERS 12037     |
 NH1401| NH1393 LIMIT                               APPROX. 0.8 KM 2195146.1 |
 NH1401|---------------------------------------------------------------------|
 NH1401
 NH1401                          SUPERSEDED SURVEY CONTROL
 NH1401
 NH1401  NAD 83(1997)-  42 28 58.33270(N)    089 02 58.72958(W) AD(       ) 2
 NH1401  NAD 83(1997)-  42 28 58.33088(N)    089 02 58.72948(W) AD(       ) 2
 NH1401  NAD 83(1986)-  42 28 58.33005(N)    089 02 58.73411(W) AD(       ) 2
 NH1401  NAD 27      -  42 28 58.27700(N)    089 02 58.33900(W) AD(       ) 2
 NH1401
 NH1401.Superseded values are not recommended for survey control.
 NH1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1401.See file dsdata.txt to determine how the superseded data were derived.
 NH1401
 NH1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3153905426(NAD 83)
 NH1401_MARKER: N = NAIL
 NH1401_SETTING: 0 = UNSPECIFIED SETTING
 NH1401
 NH1401  HISTORY     - Date     Condition        Report By
 NH1401  HISTORY     - 1920     MONUMENTED       CGS
 NH1401  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1401
 NH1401                          STATION DESCRIPTION
 NH1401
 NH1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1401'STATION IS ABOUT 1-1/2 MILES S OF BELOIT, WIS., ON THE E SIDE
 NH1401'OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 100 YARDS
 NH1401'S OF A SIGNPOST MARKED RAILROAD CROSSING 1 MILE, 190 YARDS
 NH1401'N OF THE S SWITCH SIGNAL FOR THE YARDS AT BELOIT, AND 2.62
 NH1401'METERS (8.60 FEET) E OF THE E AND NEAREST RAIL OF THE MAIN
 NH1401'TRACK.  THE STATION AND REFERENCE MARKS ARE PINE STAKES 2 BY
 NH1401'4 INCHES IN SIZE.  THE STATION MARK HAS A NAIL WITH A CROSS ON
 NH1401'IT AND THE REFERENCE MARK HAS A CROSS SAWED IN THE TOP.  THE
 NH1401'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH1401'FENCE LINE, 11.13 METERS (36.52 FEET) FROM THE STATION,
 NH1401'S 59 DEG 23 MIN E.
 NH1401
 NH1401                          STATION RECOVERY (1997)
 NH1401
 NH1401'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1604 ***********************************************************************
 HB1604  DESIGNATION -  FLAT
 HB1604  PID         -  HB1604
 HB1604  STATE/COUNTY-  IL/POPE
 HB1604  USGS QUAD   -  EDDYVILLE (1996)
 HB1604
 HB1604                         *CURRENT SURVEY CONTROL
 HB1604  ___________________________________________________________________
 HB1604* NAD 83(1997)-  37 34 43.17192(N)    088 36 40.19726(W)     ADJUSTED  
 HB1604* NAVD 88     -       246.4    (meters)     808.     (feet)  GPS OBS   
 HB1604  ___________________________________________________________________
 HB1604  X           -     122,671.492 (meters)                     COMP
 HB1604  Y           -  -5,059,770.730 (meters)                     COMP
 HB1604  Z           -   3,868,619.038 (meters)                     COMP
 HB1604  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HB1604  ELLIP HEIGHT-         217.23  (meters)          (03/08/05) GPS OBS
 HB1604  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB1604
 HB1604  HORZ ORDER  -  FIRST
 HB1604  ELLP ORDER  -  FOURTH    CLASS I
 HB1604
 HB1604.The horizontal coordinates were established by classical geodetic methods
 HB1604.and adjusted by the National Geodetic Survey in October 1999..
 HB1604
 HB1604.The orthometric height was determined by GPS observations and a
 HB1604.high-resolution geoid model.
 HB1604
 HB1604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1604
 HB1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1604
 HB1604.The ellipsoidal height was determined by GPS observations
 HB1604.and is referenced to NAD 83.
 HB1604
 HB1604.The geoid height was determined by GEOID03.
 HB1604
 HB1604;                    North         East     Units Scale Factor Converg.
 HB1604;SPC IL E     -   101,246.605   275,458.914   MT  0.99998242   -0 10 10.0
 HB1604;SPC IL E     -   332,173.24    903,734.79   sFT  0.99998242   -0 10 10.0
 HB1604;UTM  16      - 4,160,288.074   357,733.596   MT  0.99984930   -0 58 57.8
 HB1604
 HB1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1604!SPC IL E     -   0.99996591  x   0.99998242  =   0.99994833
 HB1604!UTM  16      -   0.99996591  x   0.99984930  =   0.99981522
 HB1604
 HB1604|---------------------------------------------------------------------|
 HB1604| PID    Reference Object                     Distance      Geod. Az  |
 HB1604|                                                           dddmmss.s |
 HB1604| CI4457 FLAT RM 2                            18.537 METERS 00300     |
 HB1604| CI4456 FLAT RM 1                            21.554 METERS 06327     |
 HB1604| HB1463 HEROD RADIO STA KSD 268 MAST        APPROX.11.9 KM 0881929.0 |
 HB1604| CI4455 FLAT AZ MK                                         1034420.5 |
 HB1604| HB1605 MC CORMICK LOOKOUT TOWER            APPROX. 4.0 KM 2440455.3 |
 HB1604| HB1607 ABSHER                              APPROX.16.6 KM 3184112.6 |
 HB1604| HB1608 CARRIER MILLS MUNICIPAL TANK        APPROX.11.9 KM 3505755.2 |
 HB1604|---------------------------------------------------------------------|
 HB1604
 HB1604                          SUPERSEDED SURVEY CONTROL
 HB1604
 HB1604  ELLIP H (10/21/99)  217.24   (m)                       GP(       ) 4 1
 HB1604  NAD 83(1997)-  37 34 43.17638(N)    088 36 40.19680(W) AD(       ) 1
 HB1604  NAD 83(1986)-  37 34 43.18267(N)    088 36 40.20118(W) AD(       ) 1
 HB1604  NAD 27      -  37 34 43.00475(N)    088 36 40.00700(W) AD(       ) 1
 HB1604
 HB1604.Superseded values are not recommended for survey control.
 HB1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1604.See file dsdata.txt to determine how the superseded data were derived.
 HB1604
 HB1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5773460288(NAD 83)
 HB1604_MARKER: DD = SURVEY DISK
 HB1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1604_SP_SET: CONCRETE POST
 HB1604_STAMPING: FLAT 1957 USCGS BENCH MARK
 HB1604_MARK LOGO: CGS   
 HB1604_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HB1604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1604+STABILITY: POSITION/ELEVATION WELL
 HB1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1604+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1993
 HB1604
 HB1604  HISTORY     - Date     Condition        Report By
 HB1604  HISTORY     - 1957     MONUMENTED       CGS
 HB1604  HISTORY     - 1957     GOOD             CGS
 HB1604  HISTORY     - 19921210 GOOD
 HB1604  HISTORY     - 19930226 GOOD             NGS
 HB1604
 HB1604                          STATION DESCRIPTION
 HB1604
 HB1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1604'THE STATION IS ABOUT 11-1/2 MILES SOUTH-SOUTHWEST OF HARRISBURG,
 HB1604'5-3/4 MILES SOUTHEAST OF STONEFORT ON ROAD RIGHT-OF WAY.  IT IS
 HB1604'34 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 37 FEET SOUTHWEST
 HB1604'OF A 12 INCH LOCUST TREE, 6 FEET WEST OF A WHITE WITNESS POST AND 1
 HB1604'FOOT NORTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 HB1604'DISK IS STAMPED FLAT 1957.
 HB1604'
 HB1604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 HB1604'HIGHWAYS 145 AND 34 AT THE SOUTHEAST EDGE OF HARRISBURG, GO
 HB1604'SOUTH ON HIGHWAY NOS. 145 AND 34 FOR 6.1 MILES TO THE JUNCTION OF
 HB1604'STATE HIGHWAYS 145 AND 34.  CONTINUE STRAIGHT AHEAD AND GO
 HB1604'SOUTHWEST ON HIGHWAY 145 FOR 5.05 MILES TO A GRAVELED CROSSROAD AND A
 HB1604'GROCERY STORE AND A HOUSE IN THE SOUTHWEST ANGLE OF INTERSECTION.
 HB1604'TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.95 MILE TO A SMALL
 HB1604'CHURCH AND CEMETERY ON THE LEFT.  CONTINUE WEST ON THE GRAVELED
 HB1604'ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 HB1604'ON THE GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 HB1604'
 HB1604'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HB1604'ROAD AND 7 FEET NORTHWEST OF A 12 INCH POPLAR TREE.  THE MONUMENT
 HB1604'PROJECTS 2 INCHES AND THE DISK IS STAMPED FLAT NO 1 1957.
 HB1604'
 HB1604'REFERENCE MARK 2 IS 18 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HB1604'ROAD AND 7 FEET SOUTHWEST OF A 10 INCH ELM TREE.  THE MONUMENT IS
 HB1604'FLUSH AND THE DISK IS STAMPED FLAT NO 2 1957.
 HB1604'
 HB1604'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HB1604'ROAD, 26 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 104 FEET
 HB1604'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME HOUSE, 1 FOOT
 HB1604'NORTH OF A WIRE FENCE AND 5 FEET WEST OF A WHITE WITNESS POST.  THE
 HB1604'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FLAT 1957.
 HB1604'
 HB1604'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1604
 HB1604                          STATION RECOVERY (1957)
 HB1604
 HB1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HB1604'RECOVERED IN GOOD CONDITION.
 HB1604
 HB1604                          STATION RECOVERY (1992)
 HB1604
 HB1604'RECOVERED 1992
 HB1604'RECOVERED IN GOOD CONDITION.
 HB1604
 HB1604                          STATION RECOVERY (1993)
 HB1604
 HB1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB1604'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 34 AND 145 SOUTH OF
 HB1604'MITCHELLSVILLE, ILLINOIS, GO ON ROUTE 145 8.37 KM (5.20 MI) TO A ROAD
 HB1604'ON THE RIGHT, ( BELL SMITH SPRINGS TURNOFF), TURN RIGHT AND GO 3.7 KM
 HB1604'(2.3 MI) TO THE STATION ON THE LEFT (SOUTH) SIDE OF THE ROAD. STATION
 HB1604'FLAT IS A CIRCULAR INSCRIBED STANDARD BRASS BENCH MARK DISK SET IN
 HB1604'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2975 ***********************************************************************
 AJ2975  DESIGNATION -  FLAT IRON
 AJ2975  PID         -  AJ2975
 AJ2975  STATE/COUNTY-  IL/MCHENRY
 AJ2975  USGS QUAD   -  GARDEN PRAIRIE (1970)
 AJ2975
 AJ2975                         *CURRENT SURVEY CONTROL
 AJ2975  ___________________________________________________________________
 AJ2975* NAD 83(1997)-  42 22 25.65458(N)    088 41 18.95789(W)     ADJUSTED  
 AJ2975* NAVD 88     -       273.6    (meters)     898.     (feet)  GPS OBS   
 AJ2975  ___________________________________________________________________
 AJ2975  X           -     108,006.977 (meters)                     COMP
 AJ2975  Y           -  -4,718,057.433 (meters)                     COMP
 AJ2975  Z           -   4,276,529.815 (meters)                     COMP
 AJ2975  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AJ2975  ELLIP HEIGHT-         239.81  (meters)          (02/03/05) GPS OBS
 AJ2975  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AJ2975
 AJ2975  HORZ ORDER  -  FIRST
 AJ2975  ELLP ORDER  -  FOURTH    CLASS II
 AJ2975
 AJ2975.The horizontal coordinates were established by GPS observations
 AJ2975.and adjusted by the National Geodetic Survey in April 2001..
 AJ2975
 AJ2975.The orthometric height was determined by GPS observations and a
 AJ2975.high-resolution geoid model.
 AJ2975
 AJ2975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2975
 AJ2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2975
 AJ2975.The ellipsoidal height was determined by GPS observations
 AJ2975.and is referenced to NAD 83.
 AJ2975
 AJ2975.The geoid height was determined by GEOID03.
 AJ2975
 AJ2975;                    North         East     Units Scale Factor Converg.
 AJ2975;SPC IL E     -   633,682.477   270,739.536   MT  0.99998553   -0 14 22.0
 AJ2975;SPC IL E     - 2,079,006.59    888,251.29   sFT  0.99998553   -0 14 22.0
 AJ2975;UTM  16      - 4,692,660.321   360,973.750   MT  0.99983781   -1 08 17.7
 AJ2975
 AJ2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2975!SPC IL E     -   0.99996239  x   0.99998553  =   0.99994792
 AJ2975!UTM  16      -   0.99996239  x   0.99983781  =   0.99980021
 AJ2975
 AJ2975                          SUPERSEDED SURVEY CONTROL
 AJ2975
 AJ2975  ELLIP H (04/24/01)  239.87   (m)                       GP(       ) 4 1
 AJ2975
 AJ2975.Superseded values are not recommended for survey control.
 AJ2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2975.See file dsdata.txt to determine how the superseded data were derived.
 AJ2975
 AJ2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6097492660(NAD 83)
 AJ2975_MARKER: I = METAL ROD
 AJ2975_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2975_STAMPING: FLAT IRON
 AJ2975_MARK LOGO: IL-111
 AJ2975_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2975_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2975+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ2975_ROD/PIPE-DEPTH:  3.7 meters
 AJ2975_SLEEVE-DEPTH  :  0.9 meters
 AJ2975
 AJ2975  HISTORY     - Date     Condition        Report By
 AJ2975  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2975
 AJ2975                          STATION DESCRIPTION
 AJ2975
 AJ2975'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2975'STATION IS LOCATED APPROXIMATELY 4.0 MI SOUTHWEST OF HARVARD, 0.9
 AJ2975'MI EAST OF BOONE/MCHENRY COUNTY LINE IN SECTION 18, T45N, R5E.  TO
 AJ2975'REACH FROM THE JUNCTION OF IL RT 173 AND FLAT IRON RD PROCEED
 AJ2975'SOUTHWEST ON FLAT IRON RD 4.2 MI TO THE STATION LOCATED 28.7 FT
 AJ2975'SOUTH OF FLAT IRON RD.  STATION IS 0.20 MI NORTHEAST OF PAGLES RD.
 AJ2975'STATION IS LOCATED 143 FT EAST OF CENTERLINE  OF FIELD ENTRANCE, 94
 AJ2975'FT WEST OF CENTERLINE OF AGGREGATE FIELD ENTRANCE, 87.4 FT WEST OF
 AJ2975'POWERPOLE (PP), 76.1 FT EAST OF PP, 99 FT EAST OF WOODEN FENCE
 AJ2975'CORNER, 69.2 FT SOUTHEAST OF R.O.W. MARKER, AND 2 FT NORTH OF
 AJ2975'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2975'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.3 FT BELOW CAP.  PK NAILS
 AJ2975'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2975' 
 AJ2975' 
 AJ2975'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2938 ***********************************************************************
 AJ2938  DESIGNATION -  FLEMING
 AJ2938  PID         -  AJ2938
 AJ2938  STATE/COUNTY-  IL/MCHENRY
 AJ2938  USGS QUAD   -  WOODSTOCK (1982)
 AJ2938
 AJ2938                         *CURRENT SURVEY CONTROL
 AJ2938  ___________________________________________________________________
 AJ2938* NAD 83(1997)-  42 18 12.59695(N)    088 22 53.72007(W)     ADJUSTED  
 AJ2938* NAVD 88     -       290.8    (meters)     954.     (feet)  GPS OBS   
 AJ2938  ___________________________________________________________________
 AJ2938  X           -     133,435.172 (meters)                     COMP
 AJ2938  Y           -  -4,722,680.664 (meters)                     COMP
 AJ2938  Z           -   4,270,769.475 (meters)                     COMP
 AJ2938  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AJ2938  ELLIP HEIGHT-         256.95  (meters)          (02/03/05) GPS OBS
 AJ2938  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AJ2938
 AJ2938  HORZ ORDER  -  FIRST
 AJ2938  ELLP ORDER  -  FOURTH    CLASS II
 AJ2938
 AJ2938.The horizontal coordinates were established by GPS observations
 AJ2938.and adjusted by the National Geodetic Survey in April 2001..
 AJ2938
 AJ2938.The orthometric height was determined by GPS observations and a
 AJ2938.high-resolution geoid model.
 AJ2938
 AJ2938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2938
 AJ2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2938
 AJ2938.The ellipsoidal height was determined by GPS observations
 AJ2938.and is referenced to NAD 83.
 AJ2938
 AJ2938.The geoid height was determined by GEOID03.
 AJ2938
 AJ2938;                    North         East     Units Scale Factor Converg.
 AJ2938;SPC IL E     -   625,814.436   296,021.142   MT  0.99997519   -0 01 56.9
 AJ2938;SPC IL E     - 2,053,192.86    971,196.03   sFT  0.99997519   -0 01 56.9
 AJ2938;UTM  16      - 4,684,398.456   386,124.347   MT  0.99975955   -0 55 48.0
 AJ2938
 AJ2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2938!SPC IL E     -   0.99995970  x   0.99997519  =   0.99993489
 AJ2938!UTM  16      -   0.99995970  x   0.99975955  =   0.99971926
 AJ2938
 AJ2938                          SUPERSEDED SURVEY CONTROL
 AJ2938
 AJ2938  ELLIP H (04/24/01)  256.98   (m)                       GP(       ) 4 1
 AJ2938
 AJ2938.Superseded values are not recommended for survey control.
 AJ2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2938.See file dsdata.txt to determine how the superseded data were derived.
 AJ2938
 AJ2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8612484398(NAD 83)
 AJ2938_MARKER: I = METAL ROD
 AJ2938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2938_STAMPING: FLEMING
 AJ2938_MARK LOGO: IL-111
 AJ2938_PROJECTION: FLUSH
 AJ2938_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2938+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2000
 AJ2938_ROD/PIPE-DEPTH:  3.7 meters
 AJ2938_SLEEVE-DEPTH  :  0.9 meters
 AJ2938
 AJ2938  HISTORY     - Date     Condition        Report By
 AJ2938  HISTORY     - 20000722 MONUMENTED       SECI
 AJ2938
 AJ2938                          STATION DESCRIPTION
 AJ2938
 AJ2938'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2938'STATION IS LOCATED APPROXIMATELY 3.3 MI EAST OF WOODSTOCK, 1.7 MI
 AJ2938'SOUTHWEST OF BULL VALLEY IN SECTION 11, T44N, R7E.  TO REACH FROM
 AJ2938'THE JUNCTION OF IL RT 120 AND FLEMING RD PROCEED SOUTH ON FLEMING
 AJ2938'RD 2.4 MI TO THE STATION LOCATED 25.5 FT WEST OF CENTERLINE OF
 AJ2938'FLEMING RD.  STATION IS LOCATED 260 FT NORTH OF CENTERLINE OF
 AJ2938'COUNTRY CLUB RD, 228 FT NORTH-NORTHWEST OF POWERPOLE (PP), 98 FT
 AJ2938'NORTHWEST OF PP, 132 FT SOUTHWEST OF PP, 15 FT WEST OF
 AJ2938'EDGE-OF-PAVEMENT, AND 2 FT EAST OF ORANGE FIBERGLASS WITNESS
 AJ2938'POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ2938'DATUM POINT IS 0.4 FT BELOW CAP. PK NAILS WERE SET IN WOOD PHYSICAL
 AJ2938'TIES. (WB)
 AJ2938' 
 AJ2938' 
 AJ2938' 
 AJ2938'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1187 ***********************************************************************
 NH1187  DESIGNATION -  FLORA
 NH1187  PID         -  NH1187
 NH1187  STATE/COUNTY-  IL/BOONE
 NH1187  USGS QUAD   -  CHERRY VALLEY (1993)
 NH1187
 NH1187                         *CURRENT SURVEY CONTROL
 NH1187  ___________________________________________________________________
 NH1187* NAD 83(1997)-  42 11 09.93290(N)    088 54 08.26352(W)     ADJUSTED  
 NH1187* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 NH1187  ___________________________________________________________________
 NH1187  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 NH1187  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH1187
 NH1187  HORZ ORDER  -  THIRD
 NH1187
 NH1187.The horizontal coordinates were established by classical geodetic methods
 NH1187.and adjusted by the National Geodetic Survey in October 1999..
 NH1187
 NH1187.The orthometric height was scaled from a topographic map.
 NH1187
 NH1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1187
 NH1187.The geoid height was determined by GEOID03.
 NH1187
 NH1187;                    North         East     Units Scale Factor Converg.
 NH1187;SPC IL E     -   612,929.046   252,999.749   MT  1.00000217   -0 22 55.5
 NH1187;SPC IL E     - 2,010,918.05    830,050.01   sFT  1.00000217   -0 22 55.5
 NH1187;SPC IL W     -   613,525.551   804,443.058   MT  1.00007535   +0 50 57.0
 NH1187;SPC IL W     - 2,012,875.08  2,639,243.60   sFT  1.00007535   +0 50 57.0
 NH1187;UTM  16      - 4,672,189.739   342,913.388   MT  0.99990363   -1 16 39.8
 NH1187
 NH1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1187!SPC IL E     -   0.99996429  x   1.00000217  =   0.99996646
 NH1187!SPC IL W     -   0.99996429  x   1.00007535  =   1.00003964
 NH1187!UTM  16      -   0.99996429  x   0.99990363  =   0.99986793
 NH1187
 NH1187:                Primary Azimuth Mark                     Grid Az
 NH1187:SPC IL E     -  KIRKLAND                                 133 18 04.7
 NH1187:SPC IL W     -  KIRKLAND                                 132 04 12.2
 NH1187:UTM  16      -  KIRKLAND                                 134 11 49.0
 NH1187
 NH1187|---------------------------------------------------------------------|
 NH1187| PID    Reference Object                     Distance      Geod. Az  |
 NH1187|                                                           dddmmss.s |
 NH1187| NH1181 KIRKLAND                            APPROX. 8.5 KM 1325509.2 |
 NH1187| CI8687 FLORA RM 1                           24.557 METERS 14303     |
 NH1187| CI8689 FLORA RM 3                           24.536 METERS 14309     |
 NH1187| CI8686 FLORA AZ MK                                        1471515.1 |
 NH1187| CI8688 FLORA RM 2                           18.690 METERS 25654     |
 NH1187|---------------------------------------------------------------------|
 NH1187
 NH1187                          SUPERSEDED SURVEY CONTROL
 NH1187
 NH1187  NAD 83(1997)-  42 11 09.93214(N)    088 54 08.26636(W) AD(       ) 3
 NH1187  NAD 83(1986)-  42 11 09.93124(N)    088 54 08.26927(W) AD(       ) 3
 NH1187  NAD 27      -  42 11 09.84470(N)    088 54 07.90440(W) AD(       ) 3
 NH1187
 NH1187.Superseded values are not recommended for survey control.
 NH1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1187.See file dsdata.txt to determine how the superseded data were derived.
 NH1187
 NH1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4291372190(NAD 83)
 NH1187_MARKER: DS = TRIANGULATION STATION DISK
 NH1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1187
 NH1187  HISTORY     - Date     Condition        Report By
 NH1187  HISTORY     - 1954     MONUMENTED       CGS
 NH1187  HISTORY     - 1970     GOOD             ILHD
 NH1187  HISTORY     - 1973     GOOD             BRADY
 NH1187  HISTORY     - 1977     GOOD             NGS
 NH1187  HISTORY     - 1980     GOOD             LOCENG
 NH1187  HISTORY     - 19971217 GOOD             USPSQD
 NH1187
 NH1187                          STATION DESCRIPTION
 NH1187
 NH1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1187'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF BELVIDERE,
 NH1187'1 MILE NORTHWEST OF IRENE AND IS ON ROAD RIGHT-OF-WAY.  IT
 NH1187'IS 144 FEET SOUTHEAST OF THE CENTER OF A FARM DRIVEWAY, 104
 NH1187'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BARN, 29
 NH1187'FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET SOUTHEAST
 NH1187'OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE LINE.
 NH1187'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FLORA
 NH1187'1954.
 NH1187'
 NH1187'REFERENCE MARK NO. 1 IS 30 FEET NORTHEAST OF THE CENTER OF
 NH1187'A GRAVEL ROAD AND 1 FOOT SOUTHWEST OF A FENCE LINE.  THE MARK
 NH1187'PROJECTS 2 INCHES AND THE DISK IS STAMPED FLORA NO 1 1954.
 NH1187'
 NH1187'REFERENCE MARK NO. 2 IS 26 FEET SOUTHWEST OF THE CENTER OF
 NH1187'A GRAVEL ROAD AND 1 FOOT NORTHEAST OF A FENCE LINE.  THE MARK
 NH1187'PROJECTS 2 INCHES AND THE DISK IS STAMPED FLORA NO 2 1954.
 NH1187'
 NH1187'AZIMUTH MARK IS 86 FEET SOUTHEAST OF THE INTERSECTION OF A
 NH1187'GRAVEL CROSSROAD (CHERRY VALLEY ROAD) AND (IRENE ROAD), 2
 NH1187'FEET NORTHWEST OF A CONCRETE FENCE CORNER POST AND 1 FOOT
 NH1187'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 NH1187'THE DISK IS STAMPED FLORA 1954.
 NH1187'
 NH1187'TO REACH THE STATION FROM THE INTERSECTION OF IRENE ROAD AND
 NH1187'A RAILROAD CROSSING ABOUT 0.05 MILE EAST OF THE RAILROAD
 NH1187'DEPOT IN IRENE, GO NORTH ON IRENE ROAD FOR 0.9 MILE TO A
 NH1187'CROSSROAD (CHERRY VALLEY ROAD) AND THE AZIMUTH MARK ON THE
 NH1187'RIGHT AS DESCRIBED, TURN LEFT AND GO NORTHWEST ON GRAVEL
 NH1187'ROAD (CHERRY VALLEY ROAD) FOR 0.15 MILE TO THE STATION ON
 NH1187'THE RIGHT AS DESCRIBED.
 NH1187'
 NH1187'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1187
 NH1187                          STATION RECOVERY (1970)
 NH1187
 NH1187'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 NH1187'FLORA 1954-GOOD
 NH1187'
 NH1187'FLORA NO 1 1954-GOOD
 NH1187'
 NH1187'FLORA NO 2 1954-GOOD
 NH1187'
 NH1187'FLORA 1954-AZI GOOD
 NH1187'
 NH1187'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 NH1187'GOOD CONDITION.
 NH1187'
 NH1187'ALL GRAVEL ROADS USED IN THE DESCRIPTION ARE NOW OILED ROADS.
 NH1187
 NH1187                          STATION RECOVERY (1973)
 NH1187
 NH1187'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (JJ)
 NH1187'FLORA 1954-GOOD
 NH1187'
 NH1187'FLORA 1954 (AZIM)-GOOD
 NH1187'
 NH1187'FLORA NO 1 1954-GOOD
 NH1187'
 NH1187'FLORA NO 2 1954-GOOD
 NH1187
 NH1187                          STATION RECOVERY (1977)
 NH1187
 NH1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NH1187'NO MEASUREMENT RM 2 TO RM 3 TRAFFIC TOO HEAVY.
 NH1187'
 NH1187'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK FOUND IN GOOD
 NH1187'CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED THE DISK HAD BEEN
 NH1187'SHEARED OFF AND WAS NOT FOUND.  REFERENCE MARK 3 WAS SET IN THE
 NH1187'SAME MONUMENT THAT NO 1 HAD BEEN SET IN.  THE DISTANCE TO REFERENCE
 NH1187'MARK 2 CHECKED AND THE DIRECTION WAS LESS BY 55 SECONDS.
 NH1187'
 NH1187'THE DESCRIPTION IS ADEQUATE AND METAL WITNESS POSTS WERE SET AT EACH
 NH1187'MARK.  CHERRY VALLEY ROAD IS NOW PAVED.
 NH1187'
 NH1187'REFERENCE MARK 3 IS 30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 NH1187'35 FEET SOUTHEAST OF THE FENCE CORNER AND 1 FOOT NORTHWEST OF A
 NH1187'METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES, STAMPED FLORA 1954
 NH1187'NO 3 1977.
 NH1187'
 NH1187'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 NH1187'OF BELVIDERE.
 NH1187'
 NH1187'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1187
 NH1187                          STATION RECOVERY (1980)
 NH1187
 NH1187'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DEM)
 NH1187'FLORA 1954 RECOVERED GOOD.  FOUND AS DESCRIBED.
 NH1187'
 NH1187'FLORA AZI. RECOVERED GOOD.  FOUND AS DESCRIBED.
 NH1187'
 NH1187'REF MK NOT LOOKED FOR.
 NH1187'
 NH1187'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES S.W. OF
 NH1187'BELVIDERE.
 NH1187
 NH1187                          STATION RECOVERY (1997)
 NH1187
 NH1187'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1653 ***********************************************************************
 JB1653  DESIGNATION -  FLORA
 JB1653  PID         -  JB1653
 JB1653  STATE/COUNTY-  IL/CLAY
 JB1653  USGS QUAD   -  FLORA (1970)
 JB1653
 JB1653                         *CURRENT SURVEY CONTROL
 JB1653  ___________________________________________________________________
 JB1653* NAD 83(1997)-  38 40 46.82905(N)    088 29 22.90537(W)     ADJUSTED  
 JB1653* NAVD 88     -       153.     (meters)     502.     (feet)  SCALED    
 JB1653  ___________________________________________________________________
 JB1653  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 JB1653  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB1653
 JB1653  HORZ ORDER  -  SECOND
 JB1653
 JB1653.The horizontal coordinates were established by classical geodetic methods
 JB1653.and adjusted by the National Geodetic Survey in October 1999..
 JB1653
 JB1653.The orthometric height was scaled from a topographic map.
 JB1653
 JB1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1653
 JB1653.The geoid height was determined by GEOID03.
 JB1653
 JB1653;                    North         East     Units Scale Factor Converg.
 JB1653;SPC IL E     -   223,430.449   286,394.345   MT  0.99997728   -0 05 51.8
 JB1653;SPC IL E     -   733,038.06    939,612.11   sFT  0.99997728   -0 05 51.8
 JB1653;UTM  16      - 4,282,283.624   370,421.782   MT  0.99980677   -0 55 52.1
 JB1653
 JB1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1653!SPC IL E     -   0.99998090  x   0.99997728  =   0.99995818
 JB1653!UTM  16      -   0.99998090  x   0.99980677  =   0.99978767
 JB1653
 JB1653|---------------------------------------------------------------------|
 JB1653| PID    Reference Object                     Distance      Geod. Az  |
 JB1653|                                                           dddmmss.s |
 JB1653| CI4467 FLORA RM 1                           39.895 METERS 06735     |
 JB1653| JB1641 CLAY CITY MUNICIPAL TANK            APPROX.11.7 KM 0873226.9 |
 JB1653| JB1650 AIRPORT BEACON FLORA AIRPORT        APPROX. 3.4 KM 1084630.6 |
 JB1653| CI3615 FLORA RM 2                           28.957 METERS 12132     |
 JB1653| JB1655 FLORA SE MUNICIPAL TANK             APPROX. 1.1 KM 1622009.8 |
 JB1653| JB1656 FLORA INTERNATIONAL SHOE TANK       APPROX. 2.0 KM 1683801.4 |
 JB1653| JB1652 FLORA NW MUNICIPAL TANK             APPROX. 0.8 KM 1921938.7 |
 JB1653| JB1775 FLORA RADIO STA KSJ 58 MAST         APPROX. 1.0 KM 2581102.7 |
 JB1653|---------------------------------------------------------------------|
 JB1653
 JB1653                          SUPERSEDED SURVEY CONTROL
 JB1653
 JB1653  NAD 83(1997)-  38 40 46.83995(N)    088 29 22.90337(W) AD(       ) 2
 JB1653  NAD 83(1986)-  38 40 46.84218(N)    088 29 22.90253(W) AD(       ) 2
 JB1653  NAD 27      -  38 40 46.67142(N)    088 29 22.72909(W) AD(       ) 2
 JB1653
 JB1653.Superseded values are not recommended for survey control.
 JB1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1653.See file dsdata.txt to determine how the superseded data were derived.
 JB1653
 JB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7042282284(NAD 83)
 JB1653_MARKER: DS = TRIANGULATION STATION DISK
 JB1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1653
 JB1653  HISTORY     - Date     Condition        Report By
 JB1653  HISTORY     - 1961     MONUMENTED       CGS
 JB1653
 JB1653                          STATION DESCRIPTION
 JB1653
 JB1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1653'IT IS LOCATED IN THE NORTH EDGE OF FLORA, IN THE SE 0.25 OF SEC 23,
 JB1653'T-3-N, R-6-E, AND ON
 JB1653'THE PROPERTY OF MRS E P KINNAMAN.  IT IS 50 FEET
 JB1653'NORTHWEST OF THE SOUTHWEST
 JB1653'CORNER OF A FRAME HOUSE, 39 FEET NORTH OF
 JB1653'THE NORTHWEST CORNER OF A SHED, 35 FEET NORTH
 JB1653'OF THE CENTERLINE OF A
 JB1653'FIELD ROAD, 20 FEET WEST OF A FENCE AND 20 FEET NORTHWEST OF A
 JB1653'WITNESS POST.
 JB1653'THE MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS
 JB1653'STAMPED FLORA 1961.
 JB1653'
 JB1653'TO REACH THE STATION FROM THE INTERSECTION OF N MAIN STREET AND W
 JB1653'12TH STREET IN THE NORTH
 JB1653'EDGE OF FLORA, GO NORTH ON N MAIN STREET FOR 0.1 MILE TO
 JB1653'THE STATION ON THE LEFT.
 JB1653'
 JB1653'BENCH MARK N 84 IS A STANDARD U S COAST AND GEODETIC SURVEY BENCH
 JB1653'MARK DISK SET IN THE TOP
 JB1653'OF A 6 X 6 INCH CONCRETE POST PROJECTING 4 INCHES.  IT
 JB1653'IS 150 FEET SOUTHEAST OF THE
 JB1653'INTERSECTION OF W 12TH STREET AND CLAN
 JB1653'STREET, 32 FEET SOUTH OF THE CENTERLINE OF W
 JB1653'12TH STREET, 27 FEET
 JB1653'EAST OF THE EAST RAIL OF A RAILROAD TRACK, AND 1 FOOT EAST OF A
 JB1653'WITNESS
 JB1653'POST.  THE DISK IS STAMPED N 84 1935.
 JB1653'
 JB1653'REFERENCE MARK 1 IS 42 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JB1653'HOUSE, 32 FEET WEST OF THE
 JB1653'CENTERLINE OF THE STREET, AND 6 FEET SOUTH OF A
 JB1653'FENCE CORNER.  THE MONUMENT IS
 JB1653'FLUSH AND THE DISK STAMPED FLORA NO 1 1961.
 JB1653'
 JB1653'REFERENCE MARK 2 IS 44 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JB1653'HOUSE, 11 FEET SOUTH OF THE
 JB1653'CENTERLINE OF A DRIVEWAY AND SET IN AN EAST-WEST
 JB1653'FENCELINE.  THE MONUMENT IS
 JB1653'FLUSH AND THE DISK IS STAMPED FLORA NO 2 1961.
 JB1653'
 JB1653'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6926 ***********************************************************************
 DE6926  DESIGNATION -  FLORA AZ
 DE6926  PID         -  DE6926
 DE6926  STATE/COUNTY-  IL/CLAY
 DE6926  USGS QUAD   -  XENIA NE (1979)
 DE6926
 DE6926                         *CURRENT SURVEY CONTROL
 DE6926  ___________________________________________________________________
 DE6926* NAD 83(1997)-  38 39 45.85374(N)    088 30 23.77348(W)     ADJUSTED  
 DE6926* NAVD 88     -       151.2    (meters)     496.     (feet)  GPS OBS   
 DE6926  ___________________________________________________________________
 DE6926  X           -     129,967.174 (meters)                     COMP
 DE6926  Y           -  -4,985,203.434 (meters)                     COMP
 DE6926  Z           -   3,963,226.293 (meters)                     COMP
 DE6926  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DE6926  ELLIP HEIGHT-         120.11  (meters)          (02/03/05) GPS OBS
 DE6926  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DE6926
 DE6926  HORZ ORDER  -  FIRST
 DE6926  ELLP ORDER  -  FOURTH    CLASS II
 DE6926
 DE6926.The horizontal coordinates were established by GPS observations
 DE6926.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6926
 DE6926.The orthometric height was determined by GPS observations and a
 DE6926.high-resolution geoid model.
 DE6926
 DE6926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6926
 DE6926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6926
 DE6926.The ellipsoidal height was determined by GPS observations
 DE6926.and is referenced to NAD 83.
 DE6926
 DE6926.The geoid height was determined by GEOID03.
 DE6926
 DE6926;                    North         East     Units Scale Factor Converg.
 DE6926;SPC IL E     -   221,552.911   284,919.584   MT  0.99997780   -0 06 29.7
 DE6926;SPC IL E     -   726,878.18    934,773.67   sFT  0.99997780   -0 06 29.7
 DE6926;UTM  16      - 4,280,428.044   368,920.125   MT  0.99981159   -0 56 28.9
 DE6926
 DE6926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6926!SPC IL E     -   0.99998115  x   0.99997780  =   0.99995896
 DE6926!UTM  16      -   0.99998115  x   0.99981159  =   0.99979275
 DE6926
 DE6926:                Primary Azimuth Mark                     Grid Az
 DE6926:SPC IL E     -  FLORA YRD                                276 30 42.1
 DE6926:UTM  16      -  FLORA YRD                                277 20 41.3
 DE6926
 DE6926|---------------------------------------------------------------------|
 DE6926| PID    Reference Object                     Distance      Geod. Az  |
 DE6926|                                                           dddmmss.s |
 DE6926| DE6925 FLORA YRD                           APPROX. 0.7 KM 2762412.4 |
 DE6926|---------------------------------------------------------------------|
 DE6926
 DE6926                          SUPERSEDED SURVEY CONTROL
 DE6926
 DE6926  ELLIP H (08/21/02)  120.10   (m)                       GP(       ) 3 1
 DE6926
 DE6926.Superseded values are not recommended for survey control.
 DE6926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6926.See file dsdata.txt to determine how the superseded data were derived.
 DE6926
 DE6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6892080428(NAD 83)
 DE6926_MARKER: DD = SURVEY DISK
 DE6926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6926_STAMPING: FLORA YRD AZ 1997
 DE6926_MARK LOGO: ILDT  
 DE6926_PROJECTION: FLUSH
 DE6926_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6926+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 DE6926
 DE6926  HISTORY     - Date     Condition        Report By
 DE6926  HISTORY     - 1997     MONUMENTED       ILDT
 DE6926  HISTORY     - 19990927 GOOD             ILDT
 DE6926
 DE6926                          STATION DESCRIPTION
 DE6926
 DE6926'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (BES)
 DE6926'TO REACH FROM THE INTERSECTION OF US HIGHWAYS 45 AND 50 GO SOUTH ON
 DE6926'1000 F ROAD FOR 0.9
 DE6926'MILE TO A Y INTERSECTION. TURN RIGHT AND GO SOUTHEAST ALONG A CURVE TO
 DE6926'THE RIGHT FOR 0.1
 DE6926'MILE TO INTERSECTION OF 425 N ROAD AND 1005E ROAD. TURN RIGHT AND
 DE6926'SOUTH ON 1005 E (DEAD
 DE6926'END) ROAD 0.27 MILE TO STATION ON RIGHT. STATION IS 8 FEET WEST OF
 DE6926'CENTER OF 1005 E ROAD
 DE6926'AND 61.9 FEET NORTH OF NORTH RAIL OF THE B AND O RAILROAD AND 57.89
 DE6926'FEET SOUTHEAST FORM
 DE6926'A POWER POLE AND 27.97 FEET NORTHEAST FROM A FENCE CORNER
 DE6926' 
 DE6926' 
 DE6926' 
 DE6926'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1656 ***********************************************************************
 JB1656  DESIGNATION -  FLORA INTERNATIONAL SHOE TANK
 JB1656  PID         -  JB1656
 JB1656  STATE/COUNTY-  IL/CLAY
 JB1656  USGS QUAD   -  FLORA (1970)
 JB1656
 JB1656                         *CURRENT SURVEY CONTROL
 JB1656  ___________________________________________________________________
 JB1656* NAD 83(1997)-  38 39 42.70078(N)    088 29 06.46367(W)     ADJUSTED  
 JB1656* NAVD 88     -                                                        
 JB1656  ___________________________________________________________________
 JB1656  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JB1656  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JB1656
 JB1656  HORZ ORDER  -  THIRD
 JB1656
 JB1656.The horizontal coordinates were established by classical geodetic methods
 JB1656.and adjusted by the National Geodetic Survey in October 1999..
 JB1656
 JB1656
 JB1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1656
 JB1656.The geoid height was determined by GEOID03.
 JB1656
 JB1656;                    North         East     Units Scale Factor Converg.
 JB1656;SPC IL E     -   221,452.377   286,788.475   MT  0.99997715   -0 05 41.4
 JB1656;SPC IL E     -   726,548.34    940,905.19   sFT  0.99997715   -0 05 41.4
 JB1656;UTM  16      - 4,280,300.369   370,787.041   MT  0.99980560   -0 55 40.5
 JB1656
 JB1656                          SUPERSEDED SURVEY CONTROL
 JB1656
 JB1656  NAD 83(1997)-  38 39 42.71152(N)    088 29 06.46194(W) AD(       ) 4
 JB1656  NAD 83(1986)-  38 39 42.71385(N)    088 29 06.46092(W) AD(       ) 4
 JB1656  NAD 27      -  38 39 42.54399(N)    088 29 06.28827(W) AD(       ) 3
 JB1656
 JB1656.Superseded values are not recommended for survey control.
 JB1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1656.See file dsdata.txt to determine how the superseded data were derived.
 JB1656
 JB1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7078780300(NAD 83)
 JB1656_MARKER: 53 = ELEVATED TANK
 JB1656
 JB1656  HISTORY     - Date     Condition        Report By
 JB1656  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1656
 JB1656                          STATION DESCRIPTION
 JB1656
 JB1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1656'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED IN THE
 JB1656'SOUTH PART OF
 JB1656'FLORA ABOUT 150 FEET SOUTHWEST OF THE INTERSECTION OF
 JB1656'SOUTH MAIN STREET AND EAST FLORA
 JB1656'AVENUE.  IT IS A WOODEN TANK
 JB1656'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  THE
 JB1656'TANK AND STRUCTURE
 JB1656'ARE PAINTED BLACK AND THE OVERALL HEIGHT IS 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1652 ***********************************************************************
 JB1652  DESIGNATION -  FLORA NW MUNICIPAL TANK
 JB1652  PID         -  JB1652
 JB1652  STATE/COUNTY-  IL/CLAY
 JB1652  USGS QUAD   -  FLORA (1970)
 JB1652
 JB1652                         *CURRENT SURVEY CONTROL
 JB1652  ___________________________________________________________________
 JB1652* NAD 83(1997)-  38 40 22.60834(N)    088 29 29.65736(W)     ADJUSTED  
 JB1652* NAVD 88     -                                                        
 JB1652  ___________________________________________________________________
 JB1652  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JB1652  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB1652
 JB1652  HORZ ORDER  -  THIRD
 JB1652
 JB1652.The horizontal coordinates were established by classical geodetic methods
 JB1652.and adjusted by the National Geodetic Survey in October 1999..
 JB1652
 JB1652
 JB1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1652
 JB1652.The geoid height was determined by GEOID03.
 JB1652
 JB1652;                    North         East     Units Scale Factor Converg.
 JB1652;SPC IL E     -   222,683.879   286,229.858   MT  0.99997733   -0 05 56.0
 JB1652;SPC IL E     -   730,588.69    939,072.46   sFT  0.99997733   -0 05 56.0
 JB1652;UTM  16      - 4,281,539.652   370,246.484   MT  0.99980733   -0 55 55.8
 JB1652
 JB1652                          SUPERSEDED SURVEY CONTROL
 JB1652
 JB1652  NAD 83(1997)-  38 40 22.62100(N)    088 29 29.65518(W) AD(       ) 4
 JB1652  NAD 83(1986)-  38 40 22.62131(N)    088 29 29.65466(W) AD(       ) 4
 JB1652  NAD 27      -  38 40 22.45317(N)    088 29 29.48027(W) AD(       ) 3
 JB1652
 JB1652.Superseded values are not recommended for survey control.
 JB1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1652.See file dsdata.txt to determine how the superseded data were derived.
 JB1652
 JB1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7024681540(NAD 83)
 JB1652_MARKER: 53 = ELEVATED TANK
 JB1652
 JB1652  HISTORY     - Date     Condition        Report By
 JB1652  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1652
 JB1652                          STATION DESCRIPTION
 JB1652
 JB1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1652'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT 200
 JB1652'FEET SOUTHEAST OF
 JB1652'THE INTERSECTION OF WEST SEVENTH STREET AND WEST
 JB1652'STREET.  IT IS A SIX LEGGED STEEL
 JB1652'STRUCTURE PAINTED SILVER AND HAD
 JB1652'THE LEGEND FLORA IN BLACK LETTERS ON THE SOUTHEAST
 JB1652'AND NORTHWEST
 JB1652'SIDES.  THE OVERALL HEIGHT IS 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1775 ***********************************************************************
 JB1775  DESIGNATION -  FLORA RADIO STA KSJ 58 MAST
 JB1775  PID         -  JB1775
 JB1775  STATE/COUNTY-  IL/CLAY
 JB1775  USGS QUAD   -  XENIA NE (1979)
 JB1775
 JB1775                         *CURRENT SURVEY CONTROL
 JB1775  ___________________________________________________________________
 JB1775* NAD 83(1997)-  38 40 40.43255(N)    088 30 01.90025(W)     ADJUSTED  
 JB1775* NAVD 88     -                                                        
 JB1775  ___________________________________________________________________
 JB1775  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JB1775  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JB1775
 JB1775  HORZ ORDER  -  THIRD
 JB1775
 JB1775.The horizontal coordinates were established by classical geodetic methods
 JB1775.and adjusted by the National Geodetic Survey in October 1999..
 JB1775
 JB1775
 JB1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1775
 JB1775.The geoid height was determined by GEOID03.
 JB1775
 JB1775;                    North         East     Units Scale Factor Converg.
 JB1775;SPC IL E     -   223,234.875   285,451.463   MT  0.99997761   -0 06 16.2
 JB1775;SPC IL E     -   732,396.42    936,518.67   sFT  0.99997761   -0 06 16.2
 JB1775;UTM  16      - 4,282,101.816   369,476.315   MT  0.99980979   -0 56 16.3
 JB1775
 JB1775                          SUPERSEDED SURVEY CONTROL
 JB1775
 JB1775  NAD 83(1986)-  38 40 40.44575(N)    088 30 01.89765(W) AD(       ) 4
 JB1775  NAD 27      -  38 40 40.27605(N)    088 30 01.72252(W) AD(       ) 3
 JB1775
 JB1775.Superseded values are not recommended for survey control.
 JB1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1775.See file dsdata.txt to determine how the superseded data were derived.
 JB1775
 JB1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6947682102(NAD 83)
 JB1775_MARKER: 42 = RADIO/TV MAST
 JB1775
 JB1775  HISTORY     - Date     Condition        Report By
 JB1775  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1775
 JB1775                          STATION DESCRIPTION
 JB1775
 JB1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1775'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED IN THE
 JB1775'NORTHWEST PART OF
 JB1775'FLORA, ABOUT 200 FEET SOUTH OF WEST TWELFTH STREET
 JB1775'AND ABOUT 0.4 MILE EAST OF U S
 JB1775'HIGHWAY 45.  IT IS A GUYED STEEL
 JB1775'STRUCTURE PAINTED ALTERNATELY IN SECTIONS OF
 JB1775'INTERNATIONAL RED AND
 JB1775'WHITE WITH TWO RADAR FANS AT THE TOP AND OWNED AND OPERATED BY
 JB1775'THE GENERAL
 JB1775'TELEPHONE COMPANY OF ILLINOIS.  THE OVERALL HEIGHT IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1657 ***********************************************************************
 JB1657  DESIGNATION -  FLORA SCHOOLHOUSE SPIRE
 JB1657  PID         -  JB1657
 JB1657  STATE/COUNTY-  IL/CLAY
 JB1657  USGS QUAD   -  FLORA (1970)
 JB1657
 JB1657                         *CURRENT SURVEY CONTROL
 JB1657  ___________________________________________________________________
 JB1657* NAD 83(1997)-  38 40 17.49140(N)    088 28 40.61655(W)     ADJUSTED  
 JB1657* NAVD 88     -                                                        
 JB1657  ___________________________________________________________________
 JB1657  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JB1657  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB1657
 JB1657  HORZ ORDER  -  THIRD
 JB1657
 JB1657.The horizontal coordinates were established by classical geodetic methods
 JB1657.and adjusted by the National Geodetic Survey in October 1999..
 JB1657
 JB1657
 JB1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1657
 JB1657.The geoid height was determined by GEOID03.
 JB1657
 JB1657;                    North         East     Units Scale Factor Converg.
 JB1657;SPC IL E     -   222,524.140   287,415.057   MT  0.99997695   -0 05 25.3
 JB1657;SPC IL E     -   730,064.62    942,960.90   sFT  0.99997695   -0 05 25.3
 JB1657;UTM  16      - 4,281,362.724   371,429.031   MT  0.99980356   -0 55 25.1
 JB1657
 JB1657                          SUPERSEDED SURVEY CONTROL
 JB1657
 JB1657  NAD 83(1997)-  38 40 17.50084(N)    088 28 40.60994(W) AD(       ) 4
 JB1657  NAD 83(1986)-  38 40 17.50422(N)    088 28 40.61335(W) AD(       ) 4
 JB1657  NAD 27      -  38 40 17.32000(N)    088 28 40.44000(W) AD(       ) 3
 JB1657
 JB1657.Superseded values are not recommended for survey control.
 JB1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1657.See file dsdata.txt to determine how the superseded data were derived.
 JB1657
 JB1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7142981363(NAD 83)
 JB1657_MARKER: 89 = SPIRE
 JB1657
 JB1657  HISTORY     - Date     Condition        Report By
 JB1657  HISTORY     - 1879     FIRST OBSERVED   CGS
 JB1657
 JB1657                          STATION DESCRIPTION
 JB1657
 JB1657'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1655 ***********************************************************************
 JB1655  DESIGNATION -  FLORA SE MUNICIPAL TANK
 JB1655  PID         -  JB1655
 JB1655  STATE/COUNTY-  IL/CLAY
 JB1655  USGS QUAD   -  FLORA (1970)
 JB1655
 JB1655                         *CURRENT SURVEY CONTROL
 JB1655  ___________________________________________________________________
 JB1655* NAD 83(1997)-  38 40 11.96827(N)    088 29 08.74497(W)     ADJUSTED  
 JB1655* NAVD 88     -                                                        
 JB1655  ___________________________________________________________________
 JB1655  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JB1655  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB1655
 JB1655  HORZ ORDER  -  THIRD
 JB1655
 JB1655.The horizontal coordinates were established by classical geodetic methods
 JB1655.and adjusted by the National Geodetic Survey in October 1999..
 JB1655
 JB1655
 JB1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1655
 JB1655.The geoid height was determined by GEOID03.
 JB1655
 JB1655;                    North         East     Units Scale Factor Converg.
 JB1655;SPC IL E     -   222,354.935   286,734.821   MT  0.99997717   -0 05 42.9
 JB1655;SPC IL E     -   729,509.48    940,729.16   sFT  0.99997717   -0 05 42.9
 JB1655;UTM  16      - 4,281,203.456   370,746.524   MT  0.99980573   -0 55 42.5
 JB1655
 JB1655                          SUPERSEDED SURVEY CONTROL
 JB1655
 JB1655  NAD 83(1997)-  38 40 11.98035(N)    088 29 08.74350(W) AD(       ) 4
 JB1655  NAD 83(1986)-  38 40 11.98143(N)    088 29 08.74225(W) AD(       ) 4
 JB1655  NAD 27      -  38 40 11.81222(N)    088 29 08.57010(W) AD(       ) 3
 JB1655
 JB1655.Superseded values are not recommended for survey control.
 JB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1655.See file dsdata.txt to determine how the superseded data were derived.
 JB1655
 JB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7074781203(NAD 83)
 JB1655_MARKER: 53 = ELEVATED TANK
 JB1655
 JB1655  HISTORY     - Date     Condition        Report By
 JB1655  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1655
 JB1655                          STATION DESCRIPTION
 JB1655
 JB1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1655'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED JUST
 JB1655'EAST OF THE
 JB1655'INTERSECTION OF NORTH MAIN STREET AND SECOND STREET.  IT
 JB1655'IS A FOUR LEGGED STEEL
 JB1655'STRUCTURE PAINTED SILVER.  THE OVERALL HEIGHT
 JB1655'IS 155 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1654 ***********************************************************************
 JB1654  DESIGNATION -  FLORA TALL SPIRE
 JB1654  PID         -  JB1654
 JB1654  STATE/COUNTY-  IL/CLAY
 JB1654  USGS QUAD   -  FLORA (1970)
 JB1654
 JB1654                         *CURRENT SURVEY CONTROL
 JB1654  ___________________________________________________________________
 JB1654* NAD 83(1997)-  38 40 12.96460(N)    088 29 16.66734(W)     ADJUSTED  
 JB1654* NAVD 88     -                                                        
 JB1654  ___________________________________________________________________
 JB1654  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JB1654  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB1654
 JB1654  HORZ ORDER  -  THIRD
 JB1654
 JB1654.The horizontal coordinates were established by classical geodetic methods
 JB1654.and adjusted by the National Geodetic Survey in October 1999..
 JB1654
 JB1654
 JB1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1654
 JB1654.The geoid height was determined by GEOID03.
 JB1654
 JB1654;                    North         East     Units Scale Factor Converg.
 JB1654;SPC IL E     -   222,385.978   286,543.360   MT  0.99997723   -0 05 47.8
 JB1654;SPC IL E     -   729,611.33    940,101.01   sFT  0.99997723   -0 05 47.8
 JB1654;UTM  16      - 4,281,237.274   370,555.568   MT  0.99980634   -0 55 47.5
 JB1654
 JB1654                          SUPERSEDED SURVEY CONTROL
 JB1654
 JB1654  NAD 83(1997)-  38 40 12.97406(N)    088 29 16.66084(W) AD(       ) 4
 JB1654  NAD 83(1986)-  38 40 12.97747(N)    088 29 16.66412(W) AD(       ) 4
 JB1654  NAD 27      -  38 40 12.79000(N)    088 29 16.49000(W) AD(       ) 3
 JB1654
 JB1654.Superseded values are not recommended for survey control.
 JB1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1654.See file dsdata.txt to determine how the superseded data were derived.
 JB1654
 JB1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7055681237(NAD 83)
 JB1654_MARKER: 89 = SPIRE
 JB1654
 JB1654  HISTORY     - Date     Condition        Report By
 JB1654  HISTORY     - 1879     FIRST OBSERVED   CGS
 JB1654
 JB1654                          STATION DESCRIPTION
 JB1654
 JB1654'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6925 ***********************************************************************
 DE6925  DESIGNATION -  FLORA YRD
 DE6925  PID         -  DE6925
 DE6925  STATE/COUNTY-  IL/CLAY
 DE6925  USGS QUAD   -  XENIA NE (1979)
 DE6925
 DE6925                         *CURRENT SURVEY CONTROL
 DE6925  ___________________________________________________________________
 DE6925* NAD 83(1997)-  38 39 48.45246(N)    088 30 53.31891(W)     ADJUSTED  
 DE6925* NAVD 88     -       152.7    (meters)     501.     (feet)  GPS OBS   
 DE6925  ___________________________________________________________________
 DE6925  X           -     129,251.822 (meters)                     COMP
 DE6925  Y           -  -4,985,173.076 (meters)                     COMP
 DE6925  Z           -   3,963,289.765 (meters)                     COMP
 DE6925  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DE6925  ELLIP HEIGHT-         121.55  (meters)          (02/03/05) GPS OBS
 DE6925  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 DE6925
 DE6925  HORZ ORDER  -  FIRST
 DE6925  ELLP ORDER  -  FOURTH    CLASS II
 DE6925
 DE6925.The horizontal coordinates were established by GPS observations
 DE6925.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6925
 DE6925.The orthometric height was determined by GPS observations and a
 DE6925.high-resolution geoid model.
 DE6925
 DE6925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6925
 DE6925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6925
 DE6925.The ellipsoidal height was determined by GPS observations
 DE6925.and is referenced to NAD 83.
 DE6925
 DE6925.The geoid height was determined by GEOID03.
 DE6925
 DE6925;                    North         East     Units Scale Factor Converg.
 DE6925;SPC IL E     -   221,634.424   284,205.449   MT  0.99997807   -0 06 48.2
 DE6925;SPC IL E     -   727,145.61    932,430.71   sFT  0.99997807   -0 06 48.2
 DE6925;UTM  16      - 4,280,519.917   368,207.368   MT  0.99981389   -0 56 47.4
 DE6925
 DE6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6925!SPC IL E     -   0.99998093  x   0.99997807  =   0.99995900
 DE6925!UTM  16      -   0.99998093  x   0.99981389  =   0.99979482
 DE6925
 DE6925:                Primary Azimuth Mark                     Grid Az
 DE6925:SPC IL E     -  FLORA AZ                                 096 30 42.2
 DE6925:UTM  16      -  FLORA AZ                                 097 20 41.4
 DE6925
 DE6925|---------------------------------------------------------------------|
 DE6925| PID    Reference Object                     Distance      Geod. Az  |
 DE6925|                                                           dddmmss.s |
 DE6925| DE6926 FLORA AZ                            APPROX. 0.7 KM 0962354.0 |
 DE6925|---------------------------------------------------------------------|
 DE6925
 DE6925                          SUPERSEDED SURVEY CONTROL
 DE6925
 DE6925  ELLIP H (08/21/02)  121.54   (m)                       GP(       ) 3 1
 DE6925
 DE6925.Superseded values are not recommended for survey control.
 DE6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6925.See file dsdata.txt to determine how the superseded data were derived.
 DE6925
 DE6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6820780520(NAD 83)
 DE6925_MARKER: DD = SURVEY DISK
 DE6925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6925_STAMPING: FLORA YRD 1997
 DE6925_MARK LOGO: ILDT  
 DE6925_PROJECTION: FLUSH
 DE6925_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6925+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DE6925
 DE6925  HISTORY     - Date     Condition        Report By
 DE6925  HISTORY     - 1997     MONUMENTED       ILDT
 DE6925  HISTORY     - 20050921 GOOD             LAMAC
 DE6925
 DE6925                          STATION DESCRIPTION
 DE6925
 DE6925'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1997 (BES)
 DE6925'TO REACH FROM THE INTERSECTION OF US HIGHWAYS 45 AND 50 GO SOUTH ON
 DE6925'1000 F ROAD FOR 0.9
 DE6925'MILE TO A Y INTERSECTION. TURN RIGHT AND GO SOUTHEAST ALONG A CURVE TO
 DE6925'THE RIGHT FOR 0.1
 DE6925'MILE  TO 425 N ROAD. GO WEST ON 425 ROAD FOR 0.36 MILE TO ILDT
 DE6925'OPERATIONS ROAD. TURN RIGHT
 DE6925'AND GO SOUTH ON ILDT OPERATIONS ROAD 0.16 MILE TO STATION ON LEFT.
 DE6925'STATION IS 195 FEET
 DE6925'EAST OF CENTER OF ILDT OPERATIONS ROAD AND 9.0 FEET EAST OF A CHAIN
 DE6925'LINK FENCE AND 168.13
 DE6925'FEET EAST OF A MANHOLE. STATION IS FLUSH WITH GROUND.
 DE6925' 
 DE6925' 
 DE6925'
 DE6925
 DE6925                          STATION RECOVERY (2005)
 DE6925
 DE6925'RECOVERY NOTE BY LAMAC ENGINEERING COMPANY INCO 2005 (ANR)
 DE6925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2030 ***********************************************************************
 JB2030  DESIGNATION -  FLORAPORT
 JB2030  PID         -  JB2030
 JB2030  STATE/COUNTY-  IL/CLAY
 JB2030  USGS QUAD   -  FLORA (1970)
 JB2030
 JB2030                         *CURRENT SURVEY CONTROL
 JB2030  ___________________________________________________________________
 JB2030* NAD 83(1997)-  38 39 54.06668(N)    088 27 09.11024(W)     ADJUSTED  
 JB2030* NAVD 88     -       141.4    (meters)     464.     (feet)  VERTCON   
 JB2030  ___________________________________________________________________
 JB2030  X           -     134,667.440 (meters)                     COMP
 JB2030  Y           -  -4,984,912.672 (meters)                     COMP
 JB2030  Z           -   3,963,417.864 (meters)                     COMP
 JB2030  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JB2030  ELLIP HEIGHT-         110.22  (meters)          (10/21/99) GPS OBS
 JB2030  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB2030
 JB2030  HORZ ORDER  -  FIRST
 JB2030  ELLP ORDER  -  FOURTH    CLASS I
 JB2030
 JB2030.This mark is at Flora Airport (FOA)
 JB2030
 JB2030.The horizontal coordinates were established by GPS observations
 JB2030.and adjusted by the National Geodetic Survey in October 1999..
 JB2030
 JB2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2030
 JB2030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2030
 JB2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2030
 JB2030.The ellipsoidal height was determined by GPS observations
 JB2030.and is referenced to NAD 83.
 JB2030
 JB2030.The geoid height was determined by GEOID03.
 JB2030
 JB2030;                    North         East     Units Scale Factor Converg.
 JB2030;SPC IL E     -   221,798.654   289,626.115   MT  0.99997632   -0 04 28.1
 JB2030;SPC IL E     -   727,684.42    950,215.01   sFT  0.99997632   -0 04 28.1
 JB2030;UTM  16      - 4,280,605.296   373,628.917   MT  0.99979666   -0 54 27.4
 JB2030
 JB2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2030!SPC IL E     -   0.99998271  x   0.99997632  =   0.99995903
 JB2030!UTM  16      -   0.99998271  x   0.99979666  =   0.99977937
 JB2030
 JB2030:                Primary Azimuth Mark                     Grid Az
 JB2030:SPC IL E     -  FLORAPORT AZ MK                          029 25 43.1
 JB2030:UTM  16      -  FLORAPORT AZ MK                          030 15 42.4
 JB2030
 JB2030|---------------------------------------------------------------------|
 JB2030| PID    Reference Object                     Distance      Geod. Az  |
 JB2030|                                                           dddmmss.s |
 JB2030| JB2031 FLORAPORT AZ MK                     492.184 METERS 0292115.0 |
 JB2030|---------------------------------------------------------------------|
 JB2030
 JB2030                          SUPERSEDED SURVEY CONTROL
 JB2030
 JB2030  NAD 83(1997)-  38 39 54.06949(N)    088 27 09.10824(W) AD(       ) 1
 JB2030  NAD 83(1986)-  38 39 54.07905(N)    088 27 09.10635(W) AD(       ) 1
 JB2030  NGVD 29 (06/25/91)  141.5    (m)          464.     (f) GPS OBS        
 JB2030
 JB2030.Superseded values are not recommended for survey control.
 JB2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2030.See file dsdata.txt to determine how the superseded data were derived.
 JB2030
 JB2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7362980605(NAD 83)
 JB2030_MARKER: I = METAL ROD
 JB2030_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2030_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2030_STAMPING: FLORAPORT 1990
 JB2030_MARK LOGO: NGS   
 JB2030_PROJECTION: FLUSH
 JB2030_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2030+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2030_ROD/PIPE-DEPTH: 4.6  meters
 JB2030_SLEEVE-DEPTH  : 1.0 meters
 JB2030
 JB2030  HISTORY     - Date     Condition        Report By
 JB2030  HISTORY     - 1990     MONUMENTED       NGS
 JB2030
 JB2030                          STATION DESCRIPTION
 JB2030
 JB2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2030'STATION IS LOCATED ABOUT 3 KM (1.9 MI) EAST OF FLORA, AT THE FLORA
 JB2030'MUNICIPAL AIRPORT, IN THE NORTH ANGLE OF JUNCTION OF RUNWAYS, IN THE
 JB2030'SOUTHWEST 1/4 OF SECTION 29, T 3 N, R 7 E.  OWNERSHIP--FLORA AIRPORT
 JB2030'AUTHORITY, BOX 228, FLORA, IL 62839.  AIRPORT MANAGER IS STEVE
 JB2030'TOLBERT, PHONE 618-662-2222.
 JB2030'TO REACH FROM THE JUNCTION OF US HIGHWAYS 50 AND 45 SOUTH, 4 KM
 JB2030'(2.5 MI) EAST OF FLORA, GO WEST ON HIGHWAYS 50 AND 45 FOR 1.03 KM
 JB2030'(0.64 MI) TO A ROAD LEFT.  BEAR LEFT, SOUTHWEST, FOR 0.15 KM
 JB2030'(0.09 MI) TO THE OLD HIGHWAY.  BEAR RIGHT, WEST, FOR 0.13 KM
 JB2030'(0.08 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, ON
 JB2030'PAVED ROAD FOR 0.37 KM (0.23 MI) TO A GATE ON THE LEFT AT OFFICE.
 JB2030'TURN LEFT, NORTH, THROUGH GATE AND FOLLOW WINDING PAVEMENT, APRON AND
 JB2030'RAMP FOR 0.40 KM (0.25 MI) TO THE RUNWAY AND THE AZIMUTH MARK ON THE
 JB2030'RIGHT.  TURN RIGHT, SOUTHWEST, ALONGSIDE RUNWAY FOR 0.52 KM
 JB2030'(0.32 MI) TO A ASPHALT CROSS-SEGMENT FOR RUNWAY 15-33 (TURF) AND THE
 JB2030'STATION IN NORTH ANGLE OF JUNCTION OF RUNWAYS.
 JB2030'STATION IS 25.6 M (84.0 FT) NORTHWEST OF THE CENTERLINE OF THE RUNWAY,
 JB2030'13.3 M (43.6 FT) NORTHWEST OF A RUNWAY LIGHT, 13.9 M (45.6 FT) NORTH
 JB2030'OF THE NORTHEAST CORNER OF A ASPHALT CROSSOVER, 3.0 M (9.8 FT)
 JB2030'NORTNEAST OF A LINE OF TIRES FOR THE TURF RUNWAY, AT A WODDEN FLAGGED
 JB2030'STAKE. NOTE-ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2031 ***********************************************************************
 JB2031  DESIGNATION -  FLORAPORT AZ MK
 JB2031  PID         -  JB2031
 JB2031  STATE/COUNTY-  IL/CLAY
 JB2031  USGS QUAD   -  FLORA (1970)
 JB2031
 JB2031                         *CURRENT SURVEY CONTROL
 JB2031  ___________________________________________________________________
 JB2031* NAD 83(1997)-  38 40 07.97863(N)    088 26 59.12987(W)     ADJUSTED  
 JB2031* NAVD 88     -       141.7    (meters)     465.     (feet)  VERTCON   
 JB2031  ___________________________________________________________________
 JB2031  X           -     134,901.395 (meters)                     COMP
 JB2031  Y           -  -4,984,638.442 (meters)                     COMP
 JB2031  Z           -   3,963,753.000 (meters)                     COMP
 JB2031  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JB2031  ELLIP HEIGHT-         110.51  (meters)          (10/21/99) GPS OBS
 JB2031  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JB2031
 JB2031  HORZ ORDER  -  FIRST
 JB2031  ELLP ORDER  -  FOURTH    CLASS I
 JB2031
 JB2031.This mark is at Flora Airport (FOA)
 JB2031
 JB2031.The horizontal coordinates were established by GPS observations
 JB2031.and adjusted by the National Geodetic Survey in October 1999..
 JB2031
 JB2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2031
 JB2031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2031
 JB2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2031
 JB2031.The ellipsoidal height was determined by GPS observations
 JB2031.and is referenced to NAD 83.
 JB2031
 JB2031.The geoid height was determined by GEOID03.
 JB2031
 JB2031;                    North         East     Units Scale Factor Converg.
 JB2031;SPC IL E     -   222,227.321   289,867.938   MT  0.99997626   -0 04 21.9
 JB2031;SPC IL E     -   729,090.80    951,008.39   sFT  0.99997626   -0 04 21.9
 JB2031;UTM  16      - 4,281,030.324   373,876.904   MT  0.99979589   -0 54 21.4
 JB2031
 JB2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2031!SPC IL E     -   0.99998266  x   0.99997626  =   0.99995892
 JB2031!UTM  16      -   0.99998266  x   0.99979589  =   0.99977855
 JB2031
 JB2031:                Primary Azimuth Mark                     Grid Az
 JB2031:SPC IL E     -  FLORAPORT                                209 25 43.1
 JB2031:UTM  16      -  FLORAPORT                                210 15 42.6
 JB2031
 JB2031|---------------------------------------------------------------------|
 JB2031| PID    Reference Object                     Distance      Geod. Az  |
 JB2031|                                                           dddmmss.s |
 JB2031| JB2030 FLORAPORT                           492.184 METERS 2092121.2 |
 JB2031|---------------------------------------------------------------------|
 JB2031
 JB2031                          SUPERSEDED SURVEY CONTROL
 JB2031
 JB2031  NAD 83(1997)-  38 40 07.98143(N)    088 26 59.12788(W) AD(       ) 1
 JB2031  NAD 83(1986)-  38 40 07.99099(N)    088 26 59.12598(W) AD(       ) 1
 JB2031  NGVD 29 (06/25/91)  141.8    (m)          465.     (f) GPS OBS        
 JB2031
 JB2031.Superseded values are not recommended for survey control.
 JB2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2031.See file dsdata.txt to determine how the superseded data were derived.
 JB2031
 JB2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7387781030(NAD 83)
 JB2031_MARKER: I = METAL ROD
 JB2031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2031_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2031_STAMPING: FLORAPORT AZ MK 1990
 JB2031_MARK LOGO: NGS   
 JB2031_PROJECTION: FLUSH
 JB2031_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2031+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2031_ROD/PIPE-DEPTH: 4.3  meters
 JB2031_SLEEVE-DEPTH  : 1.0 meters
 JB2031
 JB2031  HISTORY     - Date     Condition        Report By
 JB2031  HISTORY     - 1990     MONUMENTED       NGS
 JB2031
 JB2031                          STATION DESCRIPTION
 JB2031
 JB2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2031'STATION IS LOCATED ABOUT 3 KM (1.9 MI) EAST OF FLORA, AT THE FLORA
 JB2031'MUNICIPAL AIRPORT, AT THE NORTHEAST END OF A MEDIAN FORMED BY RUNWAY,
 JB2031'APRON AND RAMPS, IN CENTRAL SECTION 29, T 3 N, R 7 E.
 JB2031'OWNERSHIP--FLORA AIRPORT AUTHORITY, BOX 228, FLORA, IL 62839. AIRPORT
 JB2031'MANAGER IS STEVE TOLBERT, PHONE 618-662-2222.
 JB2031'TO REACH FROM THE JUNCTION OF US HIGHWAYS 50 AND 45 SOUTH, 4 KM
 JB2031'(2.5 MI) EAST OF FLORA, GO WEST ON HIGHWAYS 50 AND 45 FOR 1.03 KM
 JB2031'(0.64 MI) TO A ROAD LEFT.  BEAR LEFT, SOUTHWEST, FOR 0.15 KM
 JB2031'(0.09 MI) TO THE OLD HIGHWAY.  BEAR RIGHT, WEST, FOR 0.13 KM
 JB2031'(0.08 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, ON
 JB2031'PAVED ROAD FOR 0.37 KM (0.23 MI) TO A GATE ON THE LEFT AT OFFICE.
 JB2031'TURN LEFT, NORTH, THROUGH GATE AND FOLLOW WINDING PAVEMENT, APRON AND
 JB2031'RAMP FOR 0.40 KM (0.25 MI) TO THE RUNWAY AND THE STATION ON THE
 JB2031'RIGHT.
 JB2031'STATION IS 28.1 M (92.2 FT) NORTHWEST OF THE CENTERLINE OF THE RUNWAY,
 JB2031'21.5 M (70.5 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXI RAMP
 JB2031'APPROACH, 16.7 M (54.8 FT) WEST OF A ILLIMINATED RAMP SIGN, AT A
 JB2031'FLAGGED WOODEN STAKE. NOTE-ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0610 ***********************************************************************
 KC0610  DESIGNATION -  FLORENCE RESET
 KC0610  PID         -  KC0610
 KC0610  STATE/COUNTY-  IL/PIKE
 KC0610  USGS QUAD   -  FLORENCE (1980)
 KC0610
 KC0610                         *CURRENT SURVEY CONTROL
 KC0610  ___________________________________________________________________
 KC0610* NAD 83(1997)-  39 37 36.45900(N)    090 36 55.49756(W)     ADJUSTED  
 KC0610* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 KC0610  ___________________________________________________________________
 KC0610  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 KC0610  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0610
 KC0610  HORZ ORDER  -  SECOND
 KC0610
 KC0610.The horizontal coordinates were established by classical geodetic methods
 KC0610.and adjusted by the National Geodetic Survey in October 1999..
 KC0610
 KC0610.The orthometric height was scaled from a topographic map.
 KC0610
 KC0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0610
 KC0610.The geoid height was determined by GEOID03.
 KC0610
 KC0610;                    North         East     Units Scale Factor Converg.
 KC0610;SPC IL W     -   328,649.024   661,473.955   MT  0.99995944   -0 17 10.4
 KC0610;SPC IL W     - 1,078,242.67  2,170,185.80   sFT  0.99995944   -0 17 10.4
 KC0610;UTM  15      - 4,389,053.484   704,662.304   MT  1.00011572   +1 31 17.0
 KC0610
 KC0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0610!SPC IL W     -   0.99997358  x   0.99995944  =   0.99993302
 KC0610!UTM  15      -   0.99997358  x   1.00011572  =   1.00008930
 KC0610
 KC0610|---------------------------------------------------------------------|
 KC0610| PID    Reference Object                     Distance      Geod. Az  |
 KC0610|                                                           dddmmss.s |
 KC0610| CL8522 FLORENCE RM 1                        68.391 METERS 14548     |
 KC0610| CL8523 FLORENCE RM 2                       112.334 METERS 21605     |
 KC0610| CL8521 FLORENCE AZ MK                                     2784834.6 |
 KC0610| KC0615 GRIGGSVILLE SPIRE                   APPROX.13.0 KM 3131724.8 |
 KC0610| KC0616 GRIGGSVILLE TANK                    APPROX.13.2 KM 3140015.1 |
 KC0610|---------------------------------------------------------------------|
 KC0610
 KC0610                          SUPERSEDED SURVEY CONTROL
 KC0610
 KC0610  NAD 83(1997)-  39 37 36.46611(N)    090 36 55.49168(W) AD(       ) 2
 KC0610  NAD 83(1986)-  39 37 36.46552(N)    090 36 55.49176(W) AD(       ) 2
 KC0610  NAD 27      -  39 37 36.31500(N)    090 36 55.04400(W) AD(       ) 2
 KC0610
 KC0610.Superseded values are not recommended for survey control.
 KC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0610.See file dsdata.txt to determine how the superseded data were derived.
 KC0610
 KC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD0466289053(NAD 83)
 KC0610_MARKER: DD = SURVEY DISK
 KC0610_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KC0610
 KC0610  HISTORY     - Date     Condition        Report By
 KC0610  HISTORY     - 1939     MONUMENTED       CGS
 KC0610  HISTORY     - 1970     GOOD             LOCENG
 KC0610
 KC0610                          STATION DESCRIPTION
 KC0610
 KC0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0610'STATION IS 3.0 MILES E OF DETROIT, ON LAND OWNED BY DR. G.M.
 KC0610'SMITH, IN THE SE 1/4 OF SEC. 15, T 5 S, R 2 W, AND IS AN ILLINOIS
 KC0610'RIVER SURVEY STATION.  IT IS 24 FEET W OF THE E EDGE OF A PLOWED
 KC0610'FIELD, AT THE HIGHEST POINT OF A RIDGE AND ABOUT 3 FEET W OF
 KC0610'THE BEGINNING OF THE SLOPE TO THE ILLINOIS RIVER WHICH IS 1/2
 KC0610'MILE E OF THE STATION.
 KC0610'
 KC0610'STATION IS MARKED BY A STANDARD ILLINOIS RIVER SURVEY DISK SET
 KC0610'IN THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES ABOVE
 KC0610'THE GROUND AND IS STAMPED 1903, 39 DEG 37 MIN 37 SEC 90 DEG 36 MIN.
 KC0610'54 SEC.
 KC0610'
 KC0610'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 KC0610'
 KC0610'REFERENCE MARK NO.1 IS 224.38 FEET (68.391 METERS) SSE OF THE
 KC0610'STATION AND IN THE BUSHES AT THE E EDGE OF THE PLOWED FIELD.  THE
 KC0610'MARK IS STAMPED FLORENCE NO.1 1939 AND PROJECTS 6 INCHES ABOVE
 KC0610'THE GROUND.
 KC0610'
 KC0610'REFERENCE MARK NO.2 IS 368.55 FEET (112.35 METERS) WSW OF THE
 KC0610'STATION AT THE E END OF A STRIP OF GRASS AND BUSHES WHICH RUNS
 KC0610'UP A GULLY INTO THE PLOWED FIELD FROM THE W.  THE MARK PROJECTS
 KC0610'6 INCHES ABOVE THE GROUND AND IS STAMPED FLORENCE NO.2 1939.
 KC0610'
 KC0610'AZIMUTH MARK IS ABOUT 1.25 MILES W BY N OF THE STATION, 25.7
 KC0610'FEET S OF THE CENTER OF THE PAVEMENT OF U.S. HIGHWAY 36, 19.8
 KC0610'FEET E OF THE NE CORNER OF A PIG PEN AND 1 FOOT N OF THE S
 KC0610'RIGHT-OF-WAY FENCE.
 KC0610'
 KC0610'TO REACH THE AZIMUTH MARK FROM THE W END OF THE ILLINOIS RIVER
 KC0610'BRIDGE, DRIVE W ON U.S. HIGHWAY 36 (PAVED) FOR 1.2 MILES TO THE
 KC0610'AZIMUTH MARK ON THE S SIDE OF THE ROAD JUST E OF A GROUP OF FARM
 KC0610'BUILDINGS.
 KC0610'
 KC0610'ALL MARKS ARE WITNESSED BY 4 IN BY 4 IN WHITE WOODEN POSTS WHICH
 KC0610'PROJECT APPROXIMATELY 2-1/2 FEET ABOVE THE GROUND.
 KC0610'
 KC0610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KC0610'ILLINOIS HIGHWAY 100 (PAVED) IN DETROIT, DRIVE E ON U.S. HIGHWAY
 KC0610'36 FOR 3.7 MILES TO THE W END OF THE ILLINOIS RIVER BRIDGE,
 KC0610'THEN TURN RIGHT AND DRIVE S FOR 0.25 MILE ON A GRAVEL ROAD, THEN
 KC0610'TAKE THE RIGHT FORK AND DRIVE 0.95 MILE TO THE ENTRANCE TO
 KC0610'PIONEER PARK ON THE LEFT, THEN TURN RIGHT AND DRIVE UP THE HILL
 KC0610'FOR 0.55 MILE TO A POWER LINE CROSSING THE ROAD, THEN TURN
 KC0610'RIGHT ON A FARM ROAD AND DRIVE ALONG THE E EDGE OF A FIELD
 KC0610'FOR 0.35 MILE TO THE STATION.
 KC0610'
 KC0610'A 64-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT SAND, A
 KC0610'4-FOOT STAND AT PILOT PEAK (U.S.E.), AND A 103-FOOT TOWER AT
 KC0610'CLAY.
 KC0610'
 KC0610'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KC0610
 KC0610                          STATION RECOVERY (1970)
 KC0610
 KC0610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JL)
 KC0610'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1862 ***********************************************************************
 HB1862  DESIGNATION -  FOOTE R 9 16
 HB1862  PID         -  HB1862
 HB1862  STATE/COUNTY-  IL/POPE
 HB1862  USGS QUAD   -  BROWNFIELD (1996)
 HB1862
 HB1862                         *CURRENT SURVEY CONTROL
 HB1862  ___________________________________________________________________
 HB1862* NAD 83(1997)-  37 20 08.16666(N)    088 30 02.55498(W)     ADJUSTED  
 HB1862* NAVD 88     -       164.3    (meters)     539.     (feet)  GPS OBS   
 HB1862  ___________________________________________________________________
 HB1862  X           -     132,853.171 (meters)                     COMP
 HB1862  Y           -  -5,075,860.610 (meters)                     COMP
 HB1862  Z           -   3,847,154.897 (meters)                     COMP
 HB1862  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HB1862  ELLIP HEIGHT-         135.35  (meters)          (03/08/05) GPS OBS
 HB1862  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 HB1862
 HB1862  HORZ ORDER  -  FIRST
 HB1862  ELLP ORDER  -  FOURTH    CLASS I
 HB1862
 HB1862.The horizontal coordinates were established by classical geodetic methods
 HB1862.and adjusted by the National Geodetic Survey in October 1999..
 HB1862
 HB1862.The orthometric height was determined by GPS observations and a
 HB1862.high-resolution geoid model.
 HB1862
 HB1862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1862
 HB1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1862
 HB1862.The ellipsoidal height was determined by GPS observations
 HB1862.and is referenced to NAD 83.
 HB1862
 HB1862.The geoid height was determined by GEOID03.
 HB1862
 HB1862;                    North         East     Units Scale Factor Converg.
 HB1862;SPC IL E     -    74,248.149   285,167.647   MT  0.99997771   -0 06 05.4
 HB1862;SPC IL E     -   243,595.80    935,587.52   sFT  0.99997771   -0 06 05.4
 HB1862;SPC KY1Z     - 1,114,827.465 1,256,282.696   MT  0.99994919   -1 41 19.8
 HB1862;SPC KY1Z     - 3,657,563.11  4,121,654.15   sFT  0.99994919   -1 41 19.8
 HB1862;SPC KY S     -   614,774.070   256,282.764   MT  0.99994540   -1 40 05.5
 HB1862;SPC KY S     - 2,016,971.26    840,821.03   sFT  0.99994540   -1 40 05.5
 HB1862;UTM  16      - 4,133,158.874   367,057.832   MT  0.99981771   -0 54 37.0
 HB1862
 HB1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1862!SPC IL E     -   0.99997876  x   0.99997771  =   0.99995647
 HB1862!SPC KY1Z     -   0.99997876  x   0.99994919  =   0.99992795
 HB1862!SPC KY S     -   0.99997876  x   0.99994540  =   0.99992416
 HB1862!UTM  16      -   0.99997876  x   0.99981771  =   0.99979647
 HB1862
 HB1862:                Primary Azimuth Mark                     Grid Az
 HB1862:SPC IL E     -  FOOTE R 9 16 AZ MK                       356 28 03.0
 HB1862:SPC KY1Z     -  FOOTE R 9 16 AZ MK                       358 03 17.4
 HB1862:SPC KY S     -  FOOTE R 9 16 AZ MK                       358 02 03.1
 HB1862:UTM  16      -  FOOTE R 9 16 AZ MK                       357 16 34.6
 HB1862
 HB1862|---------------------------------------------------------------------|
 HB1862| PID    Reference Object                     Distance      Geod. Az  |
 HB1862|                                                           dddmmss.s |
 HB1862| HB1861 FOOTE R 9 16 AZ MK                  APPROX. 0.5 KM 3562157.6 |
 HB1862|---------------------------------------------------------------------|
 HB1862
 HB1862                          SUPERSEDED SURVEY CONTROL
 HB1862
 HB1862  NAD 83(1997)-  37 20 08.17122(N)    088 30 02.55335(W) AD(       ) 1
 HB1862  NAD 83(1986)-  37 20 08.17736(N)    088 30 02.55699(W) AD(       ) 1
 HB1862
 HB1862.Superseded values are not recommended for survey control.
 HB1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1862.See file dsdata.txt to determine how the superseded data were derived.
 HB1862
 HB1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6705833159(NAD 83)
 HB1862_MARKER: I = METAL ROD
 HB1862_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1862_SP_SET: STAINLESS STEEL ROD
 HB1862_STAMPING: FOOTE R-9-16
 HB1862_MARK LOGO: USFS  
 HB1862_PROJECTION: FLUSH
 HB1862_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1862+STABILITY: POSITION/ELEVATION WELL
 HB1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1862+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1862_ROD/PIPE-DEPTH: 10   meters
 HB1862
 HB1862  HISTORY     - Date     Condition        Report By
 HB1862  HISTORY     - 1991     MONUMENTED       USFS
 HB1862  HISTORY     - 19921212 GOOD
 HB1862
 HB1862                          STATION DESCRIPTION
 HB1862
 HB1862'DESCRIBED BY US FOREST SERVICE 1991
 HB1862'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 LOCATED
 HB1862'IN HARRISBURG, IL GO SOUTHERLY ON ROUTE 34 36.1 KM (22.4 MI) TO THE
 HB1862'INTERSECTION OF ILLINOIS STATE ROUTES 34 AND 146, TURN RIGHT (WEST)ON
 HB1862'ROUTE 146 AND GO 15.0 KM (9.3 MI) TO THE STOP SIGN IN GOLCONDA,
 HB1862'ILLINOIS ACROSS FROM THE GOLCONDA POST OFFICE, LEAVING ILLINOIS ROUTE
 HB1862'146 CONTINUE SOUTHERLY ON PAVED ROAD 3.4 KM (2.1 MI) TO THE STATION
 HB1862'AZIMUTH ON THE RIGHT (WEST) SIDE OF THE ROAD, CONTINUE 0.48 KM
 HB1862'(0.30 MI) TO THE STATION ON THE LEFT (EAST) SIDE OF THE ROAD.
 HB1862'STATION (FOOTE) IS AN ALUMINUM CYLINDER WITH ACCESS COVER, SET IN
 HB1862'CONCRETE WITH CENTER PUNCHED VERTICAL STAINLESS STEEL ROD INSIDE
 HB1862'ACCESS COVER.
 HB1862'1.)  13.3M EAST OF THE CENTERLINE OF THE ROAD.
 HB1862'2.)  1.04M NORTHWEST OF A POWER POLE.
 HB1862'3.)  30.3M SOUTHEAST OF AN BLACK CHERRY TREE.
 HB1862
 HB1862                          STATION RECOVERY (1992)
 HB1862
 HB1862'RECOVERED 1992
 HB1862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1861 ***********************************************************************
 HB1861  DESIGNATION -  FOOTE R 9 16 AZ MK
 HB1861  PID         -  HB1861
 HB1861  STATE/COUNTY-  IL/POPE
 HB1861  USGS QUAD   -  BROWNFIELD (1996)
 HB1861
 HB1861                         *CURRENT SURVEY CONTROL
 HB1861  ___________________________________________________________________
 HB1861* NAD 83(1997)-  37 20 25.92398(N)    088 30 03.96747(W)     ADJUSTED  
 HB1861* NAVD 88     -       152.0    (meters)     499.     (feet)  GPS OBS   
 HB1861  ___________________________________________________________________
 HB1861  X           -     132,809.470 (meters)                     COMP
 HB1861  Y           -  -5,075,519.828 (meters)                     COMP
 HB1861  Z           -   3,847,582.704 (meters)                     COMP
 HB1861  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 HB1861  ELLIP HEIGHT-         123.06  (meters)          (03/08/05) GPS OBS
 HB1861  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HB1861
 HB1861  HORZ ORDER  -  FIRST
 HB1861  ELLP ORDER  -  FOURTH    CLASS I
 HB1861
 HB1861.The horizontal coordinates were established by classical geodetic methods
 HB1861.and adjusted by the National Geodetic Survey in October 1999..
 HB1861
 HB1861.The orthometric height was determined by GPS observations and a
 HB1861.high-resolution geoid model.
 HB1861
 HB1861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1861
 HB1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1861
 HB1861.The ellipsoidal height was determined by GPS observations
 HB1861.and is referenced to NAD 83.
 HB1861
 HB1861.The geoid height was determined by GEOID03.
 HB1861
 HB1861;                    North         East     Units Scale Factor Converg.
 HB1861;SPC IL E     -    74,795.636   285,133.850   MT  0.99997772   -0 06 06.3
 HB1861;SPC IL E     -   245,392.02    935,476.64   sFT  0.99997772   -0 06 06.3
 HB1861;SPC KY1Z     - 1,115,375.663 1,256,264.078   MT  0.99994839   -1 41 20.6
 HB1861;SPC KY1Z     - 3,659,361.65  4,121,593.06   sFT  0.99994839   -1 41 20.6
 HB1861;SPC KY S     -   615,322.259   256,263.948   MT  0.99994541   -1 40 06.4
 HB1861;SPC KY S     - 2,018,769.78    840,759.30   sFT  0.99994541   -1 40 06.4
 HB1861;UTM  16      - 4,133,706.696   367,031.771   MT  0.99981779   -0 54 38.3
 HB1861
 HB1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1861!SPC IL E     -   0.99998069  x   0.99997772  =   0.99995841
 HB1861!SPC KY1Z     -   0.99998069  x   0.99994839  =   0.99992908
 HB1861!SPC KY S     -   0.99998069  x   0.99994541  =   0.99992610
 HB1861!UTM  16      -   0.99998069  x   0.99981779  =   0.99979848
 HB1861
 HB1861:                Primary Azimuth Mark                     Grid Az
 HB1861:SPC IL E     -  FOOTE R 9 16                             176 28 03.0
 HB1861:SPC KY1Z     -  FOOTE R 9 16                             178 03 17.3
 HB1861:SPC KY S     -  FOOTE R 9 16                             178 02 03.1
 HB1861:UTM  16      -  FOOTE R 9 16                             177 16 35.0
 HB1861
 HB1861|---------------------------------------------------------------------|
 HB1861| PID    Reference Object                     Distance      Geod. Az  |
 HB1861|                                                           dddmmss.s |
 HB1861| HB1862 FOOTE R 9 16                        APPROX. 0.5 KM 1762156.7 |
 HB1861|---------------------------------------------------------------------|
 HB1861
 HB1861                          SUPERSEDED SURVEY CONTROL
 HB1861
 HB1861  NAD 83(1997)-  37 20 25.92849(N)    088 30 03.96602(W) AD(       ) 1
 HB1861  NAD 83(1986)-  37 20 25.93473(N)    088 30 03.96961(W) AD(       ) 1
 HB1861
 HB1861.Superseded values are not recommended for survey control.
 HB1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1861.See file dsdata.txt to determine how the superseded data were derived.
 HB1861
 HB1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6703233707(NAD 83)
 HB1861_MARKER: DD = SURVEY DISK
 HB1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1861_SP_SET: CONCRETE POST
 HB1861_STAMPING: FOOTE AZIMUTH R-9-16 1991
 HB1861_MARK LOGO: USFS  
 HB1861_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1861+STABILITY: POSITION/ELEVATION WELL
 HB1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1861+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1861
 HB1861  HISTORY     - Date     Condition        Report By
 HB1861  HISTORY     - 1991     MONUMENTED       USFS
 HB1861  HISTORY     - 19921212 GOOD
 HB1861
 HB1861                          STATION DESCRIPTION
 HB1861
 HB1861'DESCRIBED BY US FOREST SERVICE 1991
 HB1861'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 LOCATED
 HB1861'IN HARRISBURG, IL GO SOUTHERLY ON ROUTE 34 36.1 KM (22.4 MI) TO THE
 HB1861'INTERSECTION OF ILLINOIS STATE ROUTES 34 AND 146, TURN RIGHT (WEST)ON
 HB1861'ROUTE 146 AND GO 15.0 KM (9.3 MI) TO THE STOP SIGN IN GOLCONDA,
 HB1861'ILLINOIS ACROSS FROM THE GOLCONDA POST OFFICE, LEAVING ILLINOIS ROUTE
 HB1861'146 CONTINUE SOUTHERLY ON PAVED ROAD 3.4 KM (2.1 MI) TO THE STATION
 HB1861'AZIMUTH ON THE RIGHT (WEST) SIDE OF THE ROAD. STATION AZIMUTH (FOOTE)
 HB1861'IS A CIRCULAR INSCRIBED ALUMINUM CAP WITH A CENTER PUNCHED MARK, SET
 HB1861'IN CONCRETE.
 HB1861'1.)  9.9M WEST OF THE CENTERLINE OF THE ROAD.
 HB1861'2.)  0.91M EAST OF A CORNER FENCE POST.
 HB1861'3.)  26.8M SOUTHWEST OF A 36 INCH DIAMETER GREEN ASH TREE.
 HB1861
 HB1861                          STATION RECOVERY (1992)
 HB1861
 HB1861'RECOVERED 1992
 HB1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0116 ***********************************************************************
 MG0116  DESIGNATION -  FORD
 MG0116  PID         -  MG0116
 MG0116  STATE/COUNTY-  IL/HENRY
 MG0116  USGS QUAD   -  GREEN ROCK (1992)
 MG0116
 MG0116                         *CURRENT SURVEY CONTROL
 MG0116  ___________________________________________________________________
 MG0116* NAD 83(1997)-  41 25 49.83525(N)    090 16 45.15660(W)     ADJUSTED  
 MG0116* NAVD 88     -       220.987  (meters)     725.02   (feet)  ADJUSTED  
 MG0116  ___________________________________________________________________
 MG0116  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 MG0116  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0116  DYNAMIC HT  -         220.900 (meters)     724.74  (feet)  COMP
 MG0116  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 MG0116
 MG0116  HORZ ORDER  -  SECOND
 MG0116  VERT ORDER  -  SECOND    CLASS 0
 MG0116
 MG0116.The horizontal coordinates were established by classical geodetic methods
 MG0116.and adjusted by the National Geodetic Survey in October 1999..
 MG0116
 MG0116.The orthometric height was determined by differential leveling
 MG0116.and adjusted by the National Geodetic Survey in June 1991..
 MG0116
 MG0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0116
 MG0116.The geoid height was determined by GEOID03.
 MG0116
 MG0116.The dynamic height is computed by dividing the NAVD 88
 MG0116.geopotential number by the normal gravity value computed on the
 MG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0116.degrees latitude (g = 980.6199 gals.).
 MG0116
 MG0116.The modeled gravity was interpolated from observed gravity values.
 MG0116
 MG0116;                    North         East     Units Scale Factor Converg.
 MG0116;SPC IL W     -   528,840.414   690,593.563   MT  0.99994226   -0 04 28.1
 MG0116;SPC IL W     - 1,735,037.26  2,265,722.38   sFT  0.99994226   -0 04 28.1
 MG0116;UTM  15      - 4,590,122.726   727,338.012   MT  1.00023608   +1 48 04.1
 MG0116
 MG0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0116!SPC IL W     -   0.99997049  x   0.99994226  =   0.99991275
 MG0116!UTM  15      -   0.99997049  x   1.00023608  =   1.00020656
 MG0116
 MG0116|---------------------------------------------------------------------|
 MG0116| PID    Reference Object                     Distance      Geod. Az  |
 MG0116|                                                           dddmmss.s |
 MG0116| MG0117 FORD RM 1                            19.682 METERS 00115     |
 MG0116| MG0114 FORD AZ MK                                         1812852.5 |
 MG0116| MG0115 FORD RM 2                            11.919 METERS 27148     |
 MG0116|---------------------------------------------------------------------|
 MG0116
 MG0116                          SUPERSEDED SURVEY CONTROL
 MG0116
 MG0116  NAD 83(1997)-  41 25 49.83524(N)    090 16 45.15660(W) AD(       ) 2
 MG0116  NAD 83(1986)-  41 25 49.83886(N)    090 16 45.16668(W) AD(       ) 2
 MG0116  NAD 27      -  41 25 49.71200(N)    090 16 44.72380(W) AD(       ) 2
 MG0116  NGVD 29 (??/??/92)  221.066  (m)          725.28   (f) ADJ UNCH    2 0
 MG0116
 MG0116.Superseded values are not recommended for survey control.
 MG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0116.See file dsdata.txt to determine how the superseded data were derived.
 MG0116
 MG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2733890123(NAD 83)
 MG0116_MARKER: DS = TRIANGULATION STATION DISK
 MG0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0116_STAMPING: FORD 1959
 MG0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0116+STABILITY: SURFACE MOTION
 MG0116
 MG0116  HISTORY     - Date     Condition        Report By
 MG0116  HISTORY     - 1959     MONUMENTED       CGS
 MG0116  HISTORY     - 1959     GOOD             CGS
 MG0116  HISTORY     - 19880329 POOR             USPSQD
 MG0116  HISTORY     - 20011006 POOR             USPSQD
 MG0116  HISTORY     - 20040623 POOR             USPSQD
 MG0116
 MG0116                          STATION DESCRIPTION
 MG0116
 MG0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0116'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF COLONA AND
 MG0116'6.5 MILES WEST-SOUTHWEST OF GENESEO.
 MG0116'
 MG0116'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MG0116'6 AND SOUTH STATE STREET IN GENESEO, GO WEST ON U.S. HIGHWAY
 MG0116'6 FOR 4.6 MILES TO A SURFACED SIDE ROAD LEFT, TURN LEFT, SOUTH,
 MG0116'FOR 1.5 MILES TO A BRICK CHURCH ON THE LEFT WHERE THE MAIN
 MG0116'ROAD TURNS RIGHT, TURN RIGHT AND FOLLOW THE SURFACED ROAD
 MG0116'FOR 0.6 MILES TO A ROAD FORK AND A CHURCH AND A CEMETARY
 MG0116'ON THE RIGHT, TAKE RIGHT FORK, WESTERLY, FOR 1.05 MILES TO A
 MG0116'CROSSROAD, TURN RIGHT, NORTH, FOR 0.3 MILE TO A POWER POLE
 MG0116'WITH A TRIANGLE BLAZE ON THE LEFT AND THE STATION ON THE
 MG0116'RIGHT.
 MG0116'
 MG0116'STATION MARK, A STANDARD DISK STAMPED FORD 1959, IS SET IN
 MG0116'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE
 MG0116'MARK IS 41 FEET EAST-SOUTHEAST OF A POWER POLE WITH A TRIANGLE
 MG0116'BLAZE, 19 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD AND
 MG0116'2.4 FEET WEST OF THE FENCE LINE AND THE WITNESS POST.
 MG0116'
 MG0116'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED FORD NO.
 MG0116'1 1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0116'6 INCHES.  THE MARK IS 21 FEET EAST OF THE APPROXIMATE
 MG0116'CENTER OF THE ROAD AND 1.5 FEET WEST OF THE FENCE LINE.
 MG0116'
 MG0116'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED FORD NO. 2
 MG0116'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0116'2 INCHES.  THE MARK IS 19.8 FEET WEST OF THE APPROXIMATE
 MG0116'CENTER OF THE ROAD, 5.8 FEET SOUTH-SOUTHEAST OF A POWER POLE
 MG0116'WITH A TRIANGLE BLAZE AND 3.6 FEET EAST OF THE FENCE LINE.
 MG0116'
 MG0116'AZIMUTH MARK, A STANDARD DISK STAMPED FORD 1959, IS SET IN
 MG0116'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 MG0116'MARK IS 63.5 FEET SOUTH OF A POWER AND TELEPHONE POLE WITH
 MG0116'A TRANSFORMER, 17.5 FEET WEST OF THE APPROXIMATE CENTER OF
 MG0116'THE ROAD AND 2 FEET EAST OF THE FENCE LINE AND THE WITNESS
 MG0116'POST.
 MG0116'
 MG0116'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MG0116'SURFACED ROAD FOR 0.3 MILE TO A FARM HOUSE ON THE LEFT AND THE
 MG0116'AZIMUTH MARK ON THE RIGHT.
 MG0116
 MG0116                          STATION RECOVERY (1959)
 MG0116
 MG0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MG0116'7.8 MI W FROM GENESEO.
 MG0116'ABOUT 4.65 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0116'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0116'1.3 MILES SOUTH ALONG A BLACKTOP ROAD, THENCE 1.55 MILES WEST
 MG0116'ALONG A BLACKTOP ROAD, THENCE 0.3 MILES NORTH ALONG A BLACKTOP
 MG0116'ROAD, 315 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY EAST TO A
 MG0116'FARM HOUSE, 19 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.9
 MG0116'FEET WEST OF FENCE LINE, 41 FEET EAST OF POWER POLE, 2.4 FEET
 MG0116'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 MG0116'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MG0116
 MG0116                          STATION RECOVERY (1988)
 MG0116
 MG0116'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0116'MARK RECOVERED IN POOR CONDITION.
 MG0116
 MG0116                          STATION RECOVERY (2001)
 MG0116
 MG0116'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0116'FOUND MARK AS DESCRIBED
 MG0116'
 MG0116'DISK IS MISSING EXCEPT FOR THE SHAFT, THE CONCRETE POST IS
 MG0116'STILL INTACT.
 MG0116
 MG0116                          STATION RECOVERY (2004)
 MG0116
 MG0116'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0116'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0617 ***********************************************************************
 NH0617  DESIGNATION -  FORD
 NH0617  PID         -  NH0617
 NH0617  STATE/COUNTY-  IL/OGLE
 NH0617  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0617
 NH0617                         *CURRENT SURVEY CONTROL
 NH0617  ___________________________________________________________________
 NH0617* NAD 83(1997)-  42 08 56.10058(N)    089 05 32.38427(W)     ADJUSTED  
 NH0617* NAVD 88     -       218.670  (meters)     717.42   (feet)  ADJUSTED  
 NH0617  ___________________________________________________________________
 NH0617  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 NH0617  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH0617  DYNAMIC HT  -         218.598 (meters)     717.18  (feet)  COMP
 NH0617  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 NH0617
 NH0617  HORZ ORDER  -  SECOND
 NH0617  VERT ORDER  -  FIRST     CLASS II
 NH0617
 NH0617.The horizontal coordinates were established by classical geodetic methods
 NH0617.and adjusted by the National Geodetic Survey in October 1999..
 NH0617
 NH0617.The orthometric height was determined by differential leveling
 NH0617.and adjusted by the National Geodetic Survey in June 1991..
 NH0617
 NH0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0617
 NH0617.The geoid height was determined by GEOID03.
 NH0617
 NH0617.The dynamic height is computed by dividing the NAVD 88
 NH0617.geopotential number by the normal gravity value computed on the
 NH0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0617.degrees latitude (g = 980.6199 gals.).
 NH0617
 NH0617.The modeled gravity was interpolated from observed gravity values.
 NH0617
 NH0617;                    North         East     Units Scale Factor Converg.
 NH0617;SPC IL W     -   609,181.201   788,797.168   MT  1.00003816   +0 43 15.6
 NH0617;SPC IL W     - 1,998,621.99  2,587,912.04   sFT  1.00003816   +0 43 15.6
 NH0617;SPC IL E     -   608,921.943   237,264.846   MT  1.00002341   -0 30 33.7
 NH0617;SPC IL E     - 1,997,771.41    778,426.42   sFT  1.00002341   -0 30 33.7
 NH0617;UTM  16      - 4,668,429.295   327,119.007   MT  0.99996776   -1 24 15.9
 NH0617
 NH0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0617!SPC IL W     -   0.99997090  x   1.00003816  =   1.00000906
 NH0617!SPC IL E     -   0.99997090  x   1.00002341  =   0.99999431
 NH0617!UTM  16      -   0.99997090  x   0.99996776  =   0.99993866
 NH0617
 NH0617:                Primary Azimuth Mark                     Grid Az
 NH0617:SPC IL W     -  FAYETTE                                  010 12 13.3
 NH0617:SPC IL E     -  FAYETTE                                  011 26 02.6
 NH0617:UTM  16      -  FAYETTE                                  012 19 44.8
 NH0617
 NH0617|---------------------------------------------------------------------|
 NH0617| PID    Reference Object                     Distance      Geod. Az  |
 NH0617|                                                           dddmmss.s |
 NH0617| NH1489 FAYETTE                             APPROX. 2.1 KM 0105528.9 |
 NH0617| NH0616 FORD RM                               9.640 METERS 29144     |
 NH0617|---------------------------------------------------------------------|
 NH0617
 NH0617                          SUPERSEDED SURVEY CONTROL
 NH0617
 NH0617  NAD 83(1997)-  42 08 56.10111(N)    089 05 32.38599(W) AD(       ) 2
 NH0617  NAD 83(1986)-  42 08 56.09895(N)    089 05 32.39310(W) AD(       ) 2
 NH0617  NAD 27      -  42 08 56.01610(N)    089 05 32.00980(W) AD(       ) 2
 NH0617  NGVD 29 (??/??/92)  218.719  (m)          717.58   (f) ADJ UNCH    1 2
 NH0617
 NH0617.Superseded values are not recommended for survey control.
 NH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0617.See file dsdata.txt to determine how the superseded data were derived.
 NH0617
 NH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2711968429(NAD 83)
 NH0617_MARKER: DS = TRIANGULATION STATION DISK
 NH0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0617_STAMPING: ELEV 717.817 FORD 1920
 NH0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0617+STABILITY: SURFACE MOTION
 NH0617
 NH0617  HISTORY     - Date     Condition        Report By
 NH0617  HISTORY     - 1920     MONUMENTED       CGS
 NH0617  HISTORY     - 1954     GOOD             CGS
 NH0617  HISTORY     - 1960     GOOD             NGS
 NH0617  HISTORY     - 1972     GOOD             ILDT
 NH0617  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0617
 NH0617                          STATION DESCRIPTION
 NH0617
 NH0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0617'STATION IS ABOUT 8-1/4 MILES S OF ROCKFORD, ON THE W SIDE OF
 NH0617'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 200 YARDS
 NH0617'S OF A ROAD CROSSING, 125 YARDS SW OF C.A. SMITHS SILO, AND
 NH0617'9.64 METERS (31.63 FEET) W OF THE W AND NEAREST RAIL.  THE
 NH0617'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 NH0617'DISKS SET IN CONCRETE.
 NH0617'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH0617'FENCE LINE, 4.92 METERS (16.14 FEET) FROM THE STATION,
 NH0617'N 68 DEG 16 MIN W.
 NH0617
 NH0617                          STATION RECOVERY (1954)
 NH0617
 NH0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0617'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1920.
 NH0617'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES
 NH0617'AND ADDITIONS--
 NH0617'
 NH0617'CHANGE 200 YD. S OF ROAD CROSSING TO 635 FT. S OF ROAD
 NH0617'CROSSING.
 NH0617'
 NH0617'ADD--OPPOSITE THE FIFTH TELEPHONE POLE S OF THE CROSSING.
 NH0617'
 NH0617'TO REACH THE JUNCTION OF U.S. HIGHWAY 51 AND STATE ROUTE 2,
 NH0617'GO S ON U.S. HIGHWAY 51 FOR 0.95 MI. TO A CROSSROAD, TURN
 NH0617'RIGHT AND GO W FOR 0.75 MI. TO A RAILROAD CROSSING AND THE
 NH0617'STATION TO THE LEFT OR S.
 NH0617
 NH0617                          STATION RECOVERY (1960)
 NH0617
 NH0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0617'3.4 MI N FROM DAVIS JUNCTION.
 NH0617'ABOUT 3.35 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0617'RAILROAD FROM THE STATION AT DAVIS JUNCTION, 133 YARDS NORTH OF
 NH0617'MILEPOST 15, IN S-2, R-1E, T-42N, 212 YARDS SOUTH OF THE CROSSING
 NH0617'OF EDSON ROAD AND THE OGLE-WINNEBAGO COUNTY LINE, 31 FEET WEST
 NH0617'OF THE WEST RAIL AND ON THE OUTSIDE OF A CURVE, 16.1 FEET
 NH0617'EAST-SOUTHEAST OF R.M. FORD, DESCRIBED, 64 1/2 FEET SOUTH-SOUTHEAST
 NH0617'OF PIPE LINE MARKER 771 (NORTHERN ILLINOIS GAS CO.), 67 FEET
 NH0617'SOUTH-SOUTHEAST OF PIPELINE VENT PIPE, AT ABOUT RIGHT ANGLE
 NH0617'ACROSS THE TRACK FROM THE FIFTH POLE SOUTH OF THE CROSSING, IN
 NH0617'LINE WITH THE WEST RAIL TO THE SOUTH AND TO THE NORTH, ABOUT
 NH0617'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 NH0617'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- LEVELING IN 1960
 NH0617'INDICATES THAT MARK HAS SETTLED SLIGHTLY.  USE WITH CAUTION.
 NH0617
 NH0617                          STATION RECOVERY (1972)
 NH0617
 NH0617'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RL)
 NH0617'FORD 1920-GOOD
 NH0617'
 NH0617'FORD 1920-REF. GOOD
 NH0617
 NH0617                          STATION RECOVERY (1987)
 NH0617
 NH0617'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0114 ***********************************************************************
 MG0114  DESIGNATION -  FORD AZ MK
 MG0114  PID         -  MG0114
 MG0114  STATE/COUNTY-  IL/HENRY
 MG0114  USGS QUAD   -  GREEN ROCK (1992)
 MG0114
 MG0114                         *CURRENT SURVEY CONTROL
 MG0114  ___________________________________________________________________
 MG0114* NAD 83(1986)-  41 25 33.     (N)    090 16 45.     (W)     SCALED    
 MG0114* NAVD 88     -       221.353  (meters)     726.22   (feet)  ADJUSTED  
 MG0114  ___________________________________________________________________
 MG0114  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0114  DYNAMIC HT  -         221.266 (meters)     725.94  (feet)  COMP
 MG0114  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 MG0114
 MG0114  VERT ORDER  -  SECOND    CLASS 0
 MG0114
 MG0114.The horizontal coordinates were scaled from a topographic map and have
 MG0114.an estimated accuracy of +/- 6 seconds.
 MG0114
 MG0114.The orthometric height was determined by differential leveling
 MG0114.and adjusted by the National Geodetic Survey in June 1991..
 MG0114
 MG0114.The geoid height was determined by GEOID03.
 MG0114
 MG0114.The dynamic height is computed by dividing the NAVD 88
 MG0114.geopotential number by the normal gravity value computed on the
 MG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0114.degrees latitude (g = 980.6199 gals.).
 MG0114
 MG0114.The modeled gravity was interpolated from observed gravity values.
 MG0114
 MG0114;                    North         East    Units  Estimated Accuracy
 MG0114;SPC IL W     -   528,320.      690,600.      MT  (+/- 180 meters Scaled)
 MG0114
 MG0114                          SUPERSEDED SURVEY CONTROL
 MG0114
 MG0114  NGVD 29 (??/??/92)  221.433  (m)          726.48   (f) ADJ UNCH    2 0
 MG0114
 MG0114.Superseded values are not recommended for survey control.
 MG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0114.See file dsdata.txt to determine how the superseded data were derived.
 MG0114
 MG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF273896(NAD 83)
 MG0114_MARKER: DZ = AZIMUTH MARK DISK
 MG0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0114_STAMPING: FORD 1959
 MG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0114+STABILITY: SURFACE MOTION
 MG0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0114+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 MG0114
 MG0114  HISTORY     - Date     Condition        Report By
 MG0114  HISTORY     - 1959     MONUMENTED       CGS
 MG0114  HISTORY     - 19960717 GOOD             USPSQD
 MG0114  HISTORY     - 20011006 GOOD             USPSQD
 MG0114  HISTORY     - 20040623 GOOD             USPSQD
 MG0114
 MG0114                          STATION DESCRIPTION
 MG0114
 MG0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0114'7.6 MI W FROM GENESEO.
 MG0114'ABOUT 4.65 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0114'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE 1.3
 MG0114'MILES SOUTH ALONG A BLACKTOP ROAD, THENCE 1.55 MILES WEST ALONG
 MG0114'A BLACKTOP ROAD, THENCE 0.05 MILES NORTH ALONG A BLACKTOP ROAD,
 MG0114'19 FEET WEST OF THE CENTER LINE OF THE ROAD, 67 FEET
 MG0114'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 71 FEET
 MG0114'SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A RED
 MG0114'BARN, 64 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 2.5
 MG0114'FEET EAST OF A FENCE LINE, 2.0 FEET EAST OF A METAL WITNESS
 MG0114'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 MG0114'A CONCRETE POST PROJECTING 2 INCHES.
 MG0114
 MG0114                          STATION RECOVERY (1996)
 MG0114
 MG0114'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0114'RECOVERED IN GOOD CONDITION.
 MG0114
 MG0114                          STATION RECOVERY (2001)
 MG0114
 MG0114'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0114'RECOVERED IN GOOD CONDITION.
 MG0114
 MG0114                          STATION RECOVERY (2004)
 MG0114
 MG0114'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0616 ***********************************************************************
 NH0616  DESIGNATION -  FORD RM
 NH0616  PID         -  NH0616
 NH0616  STATE/COUNTY-  IL/OGLE
 NH0616  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0616
 NH0616                         *CURRENT SURVEY CONTROL
 NH0616  ___________________________________________________________________
 NH0616* NAD 83(1986)-  42 08 56.     (N)    089 05 32.     (W)     SCALED    
 NH0616* NAVD 88     -       218.699  (meters)     717.51   (feet)  ADJUSTED  
 NH0616  ___________________________________________________________________
 NH0616  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH0616  DYNAMIC HT  -         218.628 (meters)     717.28  (feet)  COMP
 NH0616  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 NH0616
 NH0616  VERT ORDER  -  FIRST     CLASS II
 NH0616
 NH0616.The horizontal coordinates were scaled from a topographic map and have
 NH0616.an estimated accuracy of +/- 6 seconds.
 NH0616
 NH0616.The orthometric height was determined by differential leveling
 NH0616.and adjusted by the National Geodetic Survey in June 1991..
 NH0616
 NH0616.The geoid height was determined by GEOID03.
 NH0616
 NH0616.The dynamic height is computed by dividing the NAVD 88
 NH0616.geopotential number by the normal gravity value computed on the
 NH0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0616.degrees latitude (g = 980.6199 gals.).
 NH0616
 NH0616.The modeled gravity was interpolated from observed gravity values.
 NH0616
 NH0616;                    North         East    Units  Estimated Accuracy
 NH0616;SPC IL W     -   609,180.      788,810.      MT  (+/- 180 meters Scaled)
 NH0616
 NH0616                          SUPERSEDED SURVEY CONTROL
 NH0616
 NH0616  NGVD 29 (??/??/92)  218.748  (m)          717.68   (f) ADJ UNCH    1 2
 NH0616
 NH0616.Superseded values are not recommended for survey control.
 NH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0616.See file dsdata.txt to determine how the superseded data were derived.
 NH0616
 NH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM271684(NAD 83)
 NH0616_MARKER: DR = REFERENCE MARK DISK
 NH0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0616_STAMPING: ELEV 717.676 FORD 1920
 NH0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0616+STABILITY: SURFACE MOTION
 NH0616
 NH0616  HISTORY     - Date     Condition        Report By
 NH0616  HISTORY     - 1920     MONUMENTED       CGS
 NH0616  HISTORY     - 1960     GOOD             NGS
 NH0616  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0616
 NH0616                          STATION DESCRIPTION
 NH0616
 NH0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0616'3.4 MI N FROM DAVIS JUNCTION.
 NH0616'ABOUT 3.35 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0616'RAILROAD FROM THE STATION AT DAVIS JUNCTION, 136 YARDS NORTH OF
 NH0616'MILEPOST 15, IN S-2, R-1E, T-42N, 211 YARDS SOUTH OF THE CENTER
 NH0616'OF CROSSING OF EDSON ROAD AND THE OGLE-WINNEBAGO COUNTY LINE,
 NH0616'47 FEET WEST OF THE WEST RAIL AND ON THE OUTSIDE OF A CURVE,
 NH0616'16.1 FEET WEST-NORTHWEST OF TRIANGULATION-STATION FORD, DESCRIBED,
 NH0616'AT ABOUT RIGHT ANGLE ACROSS THE TRACK FROM THE FIFTH TELEPHONE
 NH0616'POLE SOUTH OF THE CROSSING, IN LINE WITH A WIRE FENCE, 58 FEET
 NH0616'SOUTH OF PIPELINE MARKER 77, 60 FEET SOUTH OF PIPELINE VENT PIPE
 NH0616'OF PIPELINE CROSSING TRACK, 1.2 FEET NORTH OF A STEEL WITNESS
 NH0616'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP
 NH0616'OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- LEANING ABOUT
 NH0616'5 DEGREES.
 NH0616
 NH0616                          STATION RECOVERY (1987)
 NH0616
 NH0616'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0117 ***********************************************************************
 MG0117  DESIGNATION -  FORD RM 1
 MG0117  PID         -  MG0117
 MG0117  STATE/COUNTY-  IL/HENRY
 MG0117  USGS QUAD   -  GREEN ROCK (1992)
 MG0117
 MG0117                         *CURRENT SURVEY CONTROL
 MG0117  ___________________________________________________________________
 MG0117* NAD 83(1986)-  41 25 49.     (N)    090 16 44.     (W)     SCALED    
 MG0117* NAVD 88     -       220.864  (meters)     724.62   (feet)  ADJUSTED  
 MG0117  ___________________________________________________________________
 MG0117  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0117  DYNAMIC HT  -         220.777 (meters)     724.33  (feet)  COMP
 MG0117  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 MG0117
 MG0117  VERT ORDER  -  SECOND    CLASS 0
 MG0117
 MG0117.The horizontal coordinates were scaled from a topographic map and have
 MG0117.an estimated accuracy of +/- 6 seconds.
 MG0117
 MG0117.The orthometric height was determined by differential leveling
 MG0117.and adjusted by the National Geodetic Survey in June 1991..
 MG0117
 MG0117.The geoid height was determined by GEOID03.
 MG0117
 MG0117.The dynamic height is computed by dividing the NAVD 88
 MG0117.geopotential number by the normal gravity value computed on the
 MG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0117.degrees latitude (g = 980.6199 gals.).
 MG0117
 MG0117.The modeled gravity was interpolated from observed gravity values.
 MG0117
 MG0117;                    North         East    Units  Estimated Accuracy
 MG0117;SPC IL W     -   528,820.      690,620.      MT  (+/- 180 meters Scaled)
 MG0117
 MG0117                          SUPERSEDED SURVEY CONTROL
 MG0117
 MG0117  NGVD 29 (??/??/92)  220.943  (m)          724.88   (f) ADJ UNCH    2 0
 MG0117
 MG0117.Superseded values are not recommended for survey control.
 MG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0117.See file dsdata.txt to determine how the superseded data were derived.
 MG0117
 MG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF273900(NAD 83)
 MG0117_MARKER: DR = REFERENCE MARK DISK
 MG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0117_STAMPING: FORD NO 1 1959
 MG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0117+STABILITY: SURFACE MOTION
 MG0117
 MG0117  HISTORY     - Date     Condition        Report By
 MG0117  HISTORY     - 1959     MONUMENTED       CGS
 MG0117  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0117
 MG0117                          STATION DESCRIPTION
 MG0117
 MG0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0117'7.8 MI W FROM GENESEO.
 MG0117'ABOUT 4.65 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0117'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0117'1.3 MILES SOUTH ALONG A BLACKTOP ROAD, THENCE 1.55 MILES WEST ALONG
 MG0117'A BLACKTOP ROAD, THENCE 0.3 MILES NORTH ALONG A BLACKTOP ROAD,
 MG0117'250 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY EAST TO A
 MG0117'FARM HOUSE, 20.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 1
 MG0117'FOOT WEST OF FENCE LINE, 70 FEET NORTHEAST AND ACROSS THE
 MG0117'ROAD FROM POWER POLE, 64.6 FEET NORTH OF TRIANGULATION STATION
 MG0117'FORD, 64.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 MG0117'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 MG0117'PROJECTING 3 INCHES.
 MG0117
 MG0117                          STATION RECOVERY (1988)
 MG0117
 MG0117'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0115 ***********************************************************************
 MG0115  DESIGNATION -  FORD RM 2
 MG0115  PID         -  MG0115
 MG0115  STATE/COUNTY-  IL/HENRY
 MG0115  USGS QUAD   -  GREEN ROCK (1992)
 MG0115
 MG0115                         *CURRENT SURVEY CONTROL
 MG0115  ___________________________________________________________________
 MG0115* NAD 83(1986)-  41 25 49.     (N)    090 16 44.     (W)     SCALED    
 MG0115* NAVD 88     -       220.953  (meters)     724.91   (feet)  ADJUSTED  
 MG0115  ___________________________________________________________________
 MG0115  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0115  DYNAMIC HT  -         220.866 (meters)     724.62  (feet)  COMP
 MG0115  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 MG0115
 MG0115  VERT ORDER  -  SECOND    CLASS 0
 MG0115
 MG0115.The horizontal coordinates were scaled from a topographic map and have
 MG0115.an estimated accuracy of +/- 6 seconds.
 MG0115
 MG0115.The orthometric height was determined by differential leveling
 MG0115.and adjusted by the National Geodetic Survey in June 1991..
 MG0115
 MG0115.The geoid height was determined by GEOID03.
 MG0115
 MG0115.The dynamic height is computed by dividing the NAVD 88
 MG0115.geopotential number by the normal gravity value computed on the
 MG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0115.degrees latitude (g = 980.6199 gals.).
 MG0115
 MG0115.The modeled gravity was interpolated from observed gravity values.
 MG0115
 MG0115;                    North         East    Units  Estimated Accuracy
 MG0115;SPC IL W     -   528,820.      690,620.      MT  (+/- 180 meters Scaled)
 MG0115
 MG0115                          SUPERSEDED SURVEY CONTROL
 MG0115
 MG0115  NGVD 29 (??/??/92)  221.032  (m)          725.17   (f) ADJ UNCH    2 0
 MG0115
 MG0115.Superseded values are not recommended for survey control.
 MG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0115.See file dsdata.txt to determine how the superseded data were derived.
 MG0115
 MG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF273900(NAD 83)
 MG0115_MARKER: DR = REFERENCE MARK DISK
 MG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0115_STAMPING: FORD NO 2 1959
 MG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0115+STABILITY: SURFACE MOTION
 MG0115
 MG0115  HISTORY     - Date     Condition        Report By
 MG0115  HISTORY     - 1959     MONUMENTED       CGS
 MG0115  HISTORY     - 19960717 GOOD             USPSQD
 MG0115  HISTORY     - 20011006 GOOD             USPSQD
 MG0115  HISTORY     - 20040623 GOOD             USPSQD
 MG0115
 MG0115                          STATION DESCRIPTION
 MG0115
 MG0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0115'7.8 MI W FROM GENESEO.
 MG0115'ABOUT 4.65 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0115'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0115'1.3 MILES SOUTH ALONG A BLACKTOP ROAD, THENCE 1.55 MILES WEST
 MG0115'ALONG A BLACKTOP ROAD, THENCE 0.3 MILES NORTH ALONG A BLACKTOP
 MG0115'ROAD, 316 FEET SOUTH AND ACROSS THE ROAD FROM THE CENTER LINE
 MG0115'OF DRIVEWAY EAST TO A FARM HOUSE, 21 FEET WEST OF THE CENTER LINE
 MG0115'OF THE ROAD, 3.4 FEET EAST OF THE FENCE LINE, 5.5 FEET SOUTH
 MG0115'OF A POWER POLE, 39.2 FEET WEST OF TRIANGULATION STATION FORD,
 MG0115'41.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 MG0115'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MG0115'3 INCHES.
 MG0115
 MG0115                          STATION RECOVERY (1996)
 MG0115
 MG0115'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0115'RECOVERED IN GOOD CONDITION.
 MG0115
 MG0115                          STATION RECOVERY (2001)
 MG0115
 MG0115'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0115'RECOVERED IN GOOD CONDITION.
 MG0115
 MG0115                          STATION RECOVERY (2004)
 MG0115
 MG0115'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0614 ***********************************************************************
 KC0614  DESIGNATION -  FOREMAN
 KC0614  PID         -  KC0614
 KC0614  STATE/COUNTY-  IL/PIKE
 KC0614  USGS QUAD   -  MILTON (1981)
 KC0614
 KC0614                         *CURRENT SURVEY CONTROL
 KC0614  ___________________________________________________________________
 KC0614* NAD 83(1997)-  39 36 24.99324(N)    090 42 29.20655(W)     ADJUSTED  
 KC0614* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 KC0614  ___________________________________________________________________
 KC0614  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 KC0614  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0614
 KC0614  HORZ ORDER  -  FIRST
 KC0614
 KC0614.The horizontal coordinates were established by classical geodetic methods
 KC0614.and adjusted by the National Geodetic Survey in October 1999..
 KC0614
 KC0614.The orthometric height was scaled from a topographic map.
 KC0614
 KC0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0614
 KC0614.The geoid height was determined by GEOID03.
 KC0614
 KC0614;                    North         East     Units Scale Factor Converg.
 KC0614;SPC IL W     -   326,488.926   653,502.411   MT  0.99996779   -0 20 42.7
 KC0614;SPC IL W     - 1,071,155.75  2,144,032.49   sFT  0.99996779   -0 20 42.7
 KC0614;UTM  15      - 4,386,642.751   696,761.798   MT  1.00007667   +1 27 41.7
 KC0614
 KC0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0614!SPC IL W     -   0.99996965  x   0.99996779  =   0.99993744
 KC0614!UTM  15      -   0.99996965  x   1.00007667  =   1.00004632
 KC0614
 KC0614|---------------------------------------------------------------------|
 KC0614| PID    Reference Object                     Distance      Geod. Az  |
 KC0614|                                                           dddmmss.s |
 KC0614| CL8529 FOREMAN RM 1                        102.535 METERS 03651     |
 KC0614| KC0618 PITTSFIELD PIKE CO CTHSE DOME       APPROX. 8.3 KM 2702022.3 |
 KC0614| KC0619 PITTSFIELD STANDPIPE                APPROX. 8.3 KM 2711044.6 |
 KC0614| KC0621 PITTSFIELD TANK                     APPROX. 8.4 KM 2714631.6 |
 KC0614| CL8530 FOREMAN RM 2                        175.504 METERS 29728     |
 KC0614| CL8528 FOREMAN AZ MK                                      3204001.6 |
 KC0614| KC0616 GRIGGSVILLE TANK                    APPROX.11.5 KM 3521851.9 |
 KC0614|---------------------------------------------------------------------|
 KC0614
 KC0614                          SUPERSEDED SURVEY CONTROL
 KC0614
 KC0614  NAD 83(1997)-  39 36 24.99998(N)    090 42 29.20231(W) AD(       ) 1
 KC0614  NAD 83(1986)-  39 36 24.99923(N)    090 42 29.20194(W) AD(       ) 1
 KC0614  NAD 27      -  39 36 24.84300(N)    090 42 28.75700(W) AD(       ) 1
 KC0614
 KC0614.Superseded values are not recommended for survey control.
 KC0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0614.See file dsdata.txt to determine how the superseded data were derived.
 KC0614
 KC0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD9676286643(NAD 83)
 KC0614_MARKER: DS = TRIANGULATION STATION DISK
 KC0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0614
 KC0614  HISTORY     - Date     Condition        Report By
 KC0614  HISTORY     - 1939     MONUMENTED       CGS
 KC0614  HISTORY     - 1958     POOR             ILHD
 KC0614  HISTORY     - 1980     MARK NOT FOUND   NGS
 KC0614
 KC0614                          STATION DESCRIPTION
 KC0614
 KC0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0614'ABOUT 2.0 MILES SOUTHWEST OF DETROIT, IN THE SOUTHEAST 1/4
 KC0614'OF SECTION 23, T 5 S, R 3 W, ON LAND OWNED BY MRS. J.G. FOREMAN,
 KC0614'AND 1 MILE SOUTH OF U.S. PAVED HIGHWAY NO. 36.  IT IS ON THE
 KC0614'HIGHEST PART OF THE HIGHEST KNOLL IN THE IMMEDIATE VICINITY,
 KC0614'ABOUT 100 YARDS SOUTH OF A FIELD FENCE, AND 150 YARDS EAST OF
 KC0614'ANOTHER FIELD FENCE.  THE KNOLL IS AT PRESENT COVERED WITH GRASS
 KC0614'AND IS A PASTURE.  THE MARK IS STAMPED
 KC0614'FOREMAN 1939 AND THE SURFACE MARK IS BURIED 1 FOOT UNDERGROUND.
 KC0614'
 KC0614'TO REACH THE STATION FROM DETROIT, DRIVE WEST ON U.S. PAVED
 KC0614'HIGHWAY NO. 36, FROM THE JUNCTION WITH ILLINOIS HIGHWAY NO. 100,
 KC0614'FOR 2.05 MILES, THEN TURN LEFT AT A SCHOOL AND A CROSS ROAD AND
 KC0614'DRIVE SOUTH ON A GRAVEL ROAD FOR 0.7 MILE TO A SMALL CEMETERY,
 KC0614'HERE TURN LEFT, EAST, AND TAKE THE RIGHT FORK OF A FIELD ROAD,
 KC0614'EAST, FOR 0.2 MILE, THEN TAKE THE RIGHT FORK TO THE SOUTH OF A
 KC0614'HOG PEN AND DRIVE EAST UP THE HILL FOR 0.1 MILE TO THE STATION.
 KC0614'
 KC0614'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0614'BRONZE DISKS IN CONCRETE.
 KC0614'
 KC0614'REFERENCE MARK NO. 1 IS 336.4 FEET (102.534 METERS), HORIZONTAL
 KC0614'DISTANCE, NORTH-NORTHEAST OF THE STATION AND IS ABOUT 17 FEET
 KC0614'LOWER.  IT IS IN THE LINE OF AN EAST-AND-WEST FIELD FENCE.  THE
 KC0614'MARK IS STAMPED FOREMAN NO 1 1939 AND PROJECTS 5 INCHES
 KC0614'ABOVE THE GROUND.  REFERENCE MARK NO. 2 IS 575.8 FEET, (175.504
 KC0614'METERS), HORIZONTAL DISTANCE, WEST-NORTHWEST OF THE STATION AND
 KC0614'IS ABOUT 16 FEET LOWER.  IT IS 1 FOOT EAST OF A NORTH-AND-SOUTH
 KC0614'FIELD FENCE AT THE SOUTHEAST CORNER OF A HOG PEN AND IS 34 FEET
 KC0614'SOUTH OF A FIELD FENCE CORNER.  THE MARK IS
 KC0614'STAMPED FOREMAN NO 2 1939 AND PROJECTS 2 INCHES ABOVE THE
 KC0614'GROUND.
 KC0614'
 KC0614'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION.  IT
 KC0614'IS 1 FOOT WEST OF THE NORTH-AND-SOUTH RIGHT-OF-WAY FENCE ON
 KC0614'THE EAST SIDE OF THE ROAD, AND JUST SOUTH OF A FENCE CORNER.
 KC0614'THE MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 KC0614'STAMPED FOREMAN 1939.  TO REACH THE AZIMUTH FROM THE CEMETERY,
 KC0614'0.3 MILE WEST OF THE STATION, DRIVE NORTH ON THE GRAVEL ROAD FOR
 KC0614'0.25 MILE TO A FENCE CORNER AND THE MARK.
 KC0614'
 KC0614'ALL MARKS ARE WITNESSED BY 4 IN. BY 4 IN. WHITE WOODEN POSTS
 KC0614'THAT PROJECT APPROXIMATELY 2-1/2 FEET ABOVE THE GROUND.
 KC0614'
 KC0614'A 64-FOOT TOWER IS NEEDED TO SEE A 100-FOOT LIGHT AT TICK.
 KC0614'
 KC0614'STATIONS LONG, SAND, CLAY, BAY, AND LANE ARE VISIBLE FROM THE
 KC0614'GROUND AT THIS STATION.
 KC0614'
 KC0614'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KC0614
 KC0614                          STATION RECOVERY (1958)
 KC0614
 KC0614'RECOVERY NOTE BY IL HIGHWAY DEPT 1958 (HWB)
 KC0614'THE SURFACE MARK WAS REMOVED AND THE UNDERGROUND MARK WAS GOOD.
 KC0614'
 KC0614'THE SCHOOL NO LONGER EXISTS.  FROM TO A SMALL CEMETERY TO END
 KC0614'OF DESCRIPTION NO LONGER APPLIES - SHOULD READ - DRIVE S ON A
 KC0614'GRAVEL ROAD APPROXIMATELY 1.0 MILE ENTER A BARNYARD GATE ON
 KC0614'E SIDE OF ROAD OPPOSITE T-ROAD TO W AND FOLLOW A FIELD TRAIL
 KC0614'EASTERLY TO A N-S FENCE, GO N ALONG THIS FENCE TO A GATE NEAR
 KC0614'TOP OF HILL PROCEED THROUGH GATE TO TOP OF HILL (HIGHEST POINT)
 KC0614'APPROXIMATELY 100 YARDS E OF N-S FENCE.
 KC0614'
 KC0614'REFERENCE MARK 1 UNABLE TO RECOVER.  E-W FENCE ALSO REMOVED.
 KC0614'
 KC0614'REFERENCE MARK 2 AND THE N-S FENCE WERE MOVED EASTERLY WHEN
 KC0614'REDISTRIBUTION OF LAND WAS NECESSITATED WHEN A WILL WAS PROBATED.
 KC0614'THE 575.8 IS NOT RIGHT.  THE 34 FEET S OF FENCE CORNER IS STILL
 KC0614'GOOD.  THE MARK IS NOW 6-8 INCHES W OF N-S FENCE.
 KC0614'
 KC0614'REGRADING ALONG THIS ROAD HAS UNCOVERED THE AZIMUTH MARK AND
 KC0614'IT PROJECTS 8 TO 12 INCHES ABOVE GROUND.  THE FENCE HAS BEEN MOVED
 KC0614'E, AND IT IS DOUBTFUL THIS MARK WILL LAST.
 KC0614
 KC0614                          STATION RECOVERY (1980)
 KC0614
 KC0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KC0614'REFERENCE MARK 2 WAS FOUND LYING ON ITS SIDE ON TOP OF THE GROUND AND
 KC0614'THE DISK WAS SALVAGED.  AN LENGTHY SEARCH PRODUCED NO EVIDENCE OF THE
 KC0614'STATION MARKS, REFERENCE MARK 1 OR THE AZIMUTH MARK.  A THREE POINT
 KC0614'FIX OBSERVATION WAS TAKEN TO THE PITTSFIELD COURTHOUSE, THE PITTSFIELD
 KC0614'MUNICIPAL TANK AND THE GRIGGSVILLE TANK AND A POSITION WAS COMPUTED
 KC0614'FOR A TEMPORARY POINT.  AN INVERSE COMPUTATION WAS THEN DONE BETWEEN
 KC0614'THE TEMPORARY POINT AND THE TRUE STATION POSITION.  THE DISTANCE AND
 KC0614'DIRECTION FROM THE TEMPORARY POINT TO THE STATION WERE THEN MEASURED
 KC0614'AND THE STATION MARKS PROBED AND DUG FOR, THE RESULTS BEING
 KC0614'NEGATIVE.  THE MARKS ARE IN A CULTIVATED FIELD BUT IT IS NOT KNOWN
 KC0614'IF ANY EARTHWORK HAS EVER OCCURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3026 ***********************************************************************
 ME3026  DESIGNATION -  FOREST PARK ST JOHNS LUTH CH
 ME3026  PID         -  ME3026
 ME3026  STATE/COUNTY-  IL/COOK
 ME3026  USGS QUAD   -  RIVER FOREST (1997)
 ME3026
 ME3026                         *CURRENT SURVEY CONTROL
 ME3026  ___________________________________________________________________
 ME3026* NAD 83(1997)-  41 52 52.13687(N)    087 48 32.91353(W)     ADJUSTED  
 ME3026* NAVD 88     -                                                        
 ME3026  ___________________________________________________________________
 ME3026  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 ME3026  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME3026
 ME3026  HORZ ORDER  -  THIRD
 ME3026
 ME3026.The horizontal coordinates were established by classical geodetic methods
 ME3026.and adjusted by the National Geodetic Survey in October 1999..
 ME3026
 ME3026
 ME3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3026
 ME3026.The geoid height was determined by GEOID03.
 ME3026
 ME3026;                    North         East     Units Scale Factor Converg.
 ME3026;SPC IL E     -   579,034.792   343,509.298   MT  0.99999829   +0 20 59.8
 ME3026;SPC IL E     - 1,899,716.65  1,126,996.76   sFT  0.99999829   +0 20 59.8
 ME3026;UTM  16      - 4,636,896.970   432,863.933   MT  0.99965546   -0 32 24.7
 ME3026
 ME3026                          SUPERSEDED SURVEY CONTROL
 ME3026
 ME3026  NAD 83(1997)-  41 52 52.13697(N)    087 48 32.91399(W) AD(       ) 4
 ME3026  NAD 83(1997)-  41 52 52.13879(N)    087 48 32.92523(W) AD(       ) 4
 ME3026  NAD 83(1986)-  41 52 52.13977(N)    087 48 32.92475(W) AD(       ) 4
 ME3026  NAD 27      -  41 52 52.02773(N)    087 48 32.71226(W) AD(       ) 3
 ME3026
 ME3026.Superseded values are not recommended for survey control.
 ME3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3026.See file dsdata.txt to determine how the superseded data were derived.
 ME3026
 ME3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3286436897(NAD 83)
 ME3026_MARKER: 90 = CHURCH SPIRE
 ME3026
 ME3026  HISTORY     - Date     Condition        Report By
 ME3026  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3026  HISTORY     - 1987     GOOD             USPSQD
 ME3026  HISTORY     - 1989     GOOD             USPSQD
 ME3026
 ME3026                          STATION DESCRIPTION
 ME3026
 ME3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3026'THE STATION IS THE CENTER OF THE BASE OF A CROSS AT THE TOP
 ME3026'OF THE SPIRE OF
 ME3026'THE ST. JOHN EVANGELICAL LUTHERAN CHURCH LOCATED AT THE SOUTHWEST
 ME3026'CORNER OF THE INTERSECTION OF CIRCLE
 ME3026'AVENUE AND WASHINGTON STREET IN THE NORTHEAST EDGE OF
 ME3026'FOREST PARK.  IT IS A WOOD STRUCTURE COVERED
 ME3026'WITH RED TILE ON TOP OF A YELLOW BRICK
 ME3026'TOWER ON THE NORTHEAST CORNER OF THE CHURCH BUILDING.  THE
 ME3026'HEIGHT IS ABOUT 135 FEET.
 ME3026
 ME3026                          STATION RECOVERY (1987)
 ME3026
 ME3026'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3026'RECOVERED IN GOOD CONDITION.
 ME3026
 ME3026                          STATION RECOVERY (1989)
 ME3026
 ME3026'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3123 ***********************************************************************
 ME3123  DESIGNATION -  FOREST VIEW MUNICIPAL TANK
 ME3123  PID         -  ME3123
 ME3123  STATE/COUNTY-  IL/COOK
 ME3123  USGS QUAD   -  BERWYN (1993)
 ME3123
 ME3123                         *CURRENT SURVEY CONTROL
 ME3123  ___________________________________________________________________
 ME3123* NAD 83(1997)-  41 47 59.38078(N)    087 47 25.13280(W)     ADJUSTED  
 ME3123* NAVD 88     -                                                        
 ME3123  ___________________________________________________________________
 ME3123  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 ME3123  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME3123
 ME3123  HORZ ORDER  -  THIRD
 ME3123
 ME3123.The horizontal coordinates were established by classical geodetic methods
 ME3123.and adjusted by the National Geodetic Survey in October 1999..
 ME3123
 ME3123
 ME3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3123
 ME3123.The geoid height was determined by GEOID03.
 ME3123
 ME3123;                    North         East     Units Scale Factor Converg.
 ME3123;SPC IL E     -   570,012.335   345,129.181   MT  1.00000005   +0 21 43.0
 ME3123;SPC IL E     - 1,870,115.47  1,132,311.32   sFT  1.00000005   +0 21 43.0
 ME3123;UTM  16      - 4,627,853.575   434,343.056   MT  0.99965305   -0 31 36.4
 ME3123
 ME3123                          SUPERSEDED SURVEY CONTROL
 ME3123
 ME3123  NAD 83(1997)-  41 47 59.38088(N)    087 47 25.13316(W) AD(       ) 4
 ME3123  NAD 83(1997)-  41 47 59.38361(N)    087 47 25.14224(W) AD(       ) 4
 ME3123  NAD 83(1986)-  41 47 59.38432(N)    087 47 25.14194(W) AD(       ) 4
 ME3123  NAD 27      -  41 47 59.26961(N)    087 47 24.93978(W) AD(       ) 3
 ME3123
 ME3123.Superseded values are not recommended for survey control.
 ME3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3123.See file dsdata.txt to determine how the superseded data were derived.
 ME3123
 ME3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3434327854(NAD 83)
 ME3123_MARKER: 53 = ELEVATED TANK
 ME3123
 ME3123  HISTORY     - Date     Condition        Report By
 ME3123  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3123  HISTORY     - 1973     GOOD             NGS
 ME3123  HISTORY     - 1977     GOOD             NGS
 ME3123  HISTORY     - 1987     GOOD             USPSQD
 ME3123  HISTORY     - 1989     GOOD             USPSQD
 ME3123  HISTORY     - 19970901 GOOD             USPSQD
 ME3123
 ME3123                          STATION DESCRIPTION
 ME3123
 ME3123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3123'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 ME3123'IN THE SOUTHWEST
 ME3123'EDGE OF FOREST VIEW.  IT IS LOCATED AT THE NORTH END OF RUTHERFORD
 ME3123'AVENUE, 0.1 MILE NORTH OF THE
 ME3123'INTERSECTION OF 52ND STREET, AND ON THE SOUTH SIDE OF THE RAILROAD
 ME3123'TRACKS AND THE CHICAGO SANITARY AND SHIP
 ME3123'CANAL.  IT IS A STEEL STRUCTURE SUPPORTED BY A
 ME3123'SIX-LEGGED STEEL STRUCTURE AND IS PAINTED SILVER WITH THE
 ME3123'NAME FOREST VIEW PAINTED IN BLACK
 ME3123'LETTERS ON THE NORTH SIDE.  THE HEIGHT IS ABOUT 150 FEET.
 ME3123
 ME3123                          STATION RECOVERY (1973)
 ME3123
 ME3123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME3123'RECOVERED BY AERO PARTY 83
 ME3123'
 ME3123'RECOVERED AS DESCRIBED.
 ME3123'
 ME3123'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IT IS IN CHICAGO.
 ME3123
 ME3123                          STATION RECOVERY (1977)
 ME3123
 ME3123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3123'THIS STATION HAS A NAME CHANGE, PREVIOUSLY KNOWN AS,
 ME3123'FOREST VIEW MUNICIPAL WATER TANK.
 ME3123'
 ME3123'THE STATION IS THE RED LIGHT ON THE TOP CENTER OF THE VILLAGE
 ME3123'OF FOREST VIEW WATER TANK WHICH IS CYLINDRICAL SHAPED, DOMED ON
 ME3123'TOP AND HEMISPHERICAL ON THE BOTTOM.  IT IS SUPPORTED BY SIX
 ME3123'STEEL TUBULAR LEGS PAINTED SILVER AND HAS AN OVERALL HEIGHT OF
 ME3123'ABOUT 150 FEET.
 ME3123'
 ME3123'LOCATED IN THE SOUTHWEST SECTION OF FOREST VIEW IN THE
 ME3123'NORTHEAST ANGLE OF THE INTERSECTION OF WEST FIFTY-FIRST STREET
 ME3123'AND SOUTH RUTHERFORD AVENUE, 0.1 MILE NORTH OF THE CENTER OF
 ME3123'WEST FIFTY-SECOND STREET, 65 FEET EAST OF THE CENTER OF SOUTH
 ME3123'RUTHERFORD AVENUE AND ON THE SOUTH SIDE OF THE CHICAGO SANITARY
 ME3123'SHIP CANAL.
 ME3123
 ME3123                          STATION RECOVERY (1987)
 ME3123
 ME3123'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3123'RECOVERED IN GOOD CONDITION.
 ME3123
 ME3123                          STATION RECOVERY (1989)
 ME3123
 ME3123'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3123'RECOVERED IN GOOD CONDITION.
 ME3123
 ME3123                          STATION RECOVERY (1997)
 ME3123
 ME3123'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1569 ***********************************************************************
 ME1569  DESIGNATION -  FORKED
 ME1569  PID         -  ME1569
 ME1569  STATE/COUNTY-  IL/WILL
 ME1569  USGS QUAD   -  PEOTONE (1990)
 ME1569
 ME1569                         *CURRENT SURVEY CONTROL
 ME1569  ___________________________________________________________________
 ME1569* NAD 83(1997)-  41 21 13.14851(N)    087 48 22.34163(W)     ADJUSTED  
 ME1569* NAVD 88     -       215.547  (meters)     707.17   (feet)  ADJUSTED  
 ME1569  ___________________________________________________________________
 ME1569  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 ME1569  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 ME1569  DYNAMIC HT  -         215.459 (meters)     706.89  (feet)  COMP
 ME1569  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 ME1569
 ME1569  HORZ ORDER  -  SECOND
 ME1569  VERT ORDER  -  SECOND    CLASS 0
 ME1569
 ME1569.The horizontal coordinates were established by classical geodetic methods
 ME1569.and adjusted by the National Geodetic Survey in October 1999..
 ME1569
 ME1569.The orthometric height was determined by differential leveling
 ME1569.and adjusted by the National Geodetic Survey in June 1991..
 ME1569
 ME1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1569
 ME1569.The geoid height was determined by GEOID03.
 ME1569
 ME1569.The dynamic height is computed by dividing the NAVD 88
 ME1569.geopotential number by the normal gravity value computed on the
 ME1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1569.degrees latitude (g = 980.6199 gals.).
 ME1569
 ME1569.The modeled gravity was interpolated from observed gravity values.
 ME1569
 ME1569;                    North         East     Units Scale Factor Converg.
 ME1569;SPC IL E     -   520,450.570   344,111.032   MT  0.99999894   +0 20 53.8
 ME1569;SPC IL E     - 1,707,511.58  1,128,970.94   sFT  0.99999894   +0 20 53.8
 ME1569;UTM  16      - 4,578,330.534   432,560.261   MT  0.99965597   -0 31 57.7
 ME1569
 ME1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1569!SPC IL E     -   0.99997139  x   0.99999894  =   0.99997033
 ME1569!UTM  16      -   0.99997139  x   0.99965597  =   0.99962737
 ME1569
 ME1569:                Primary Azimuth Mark                     Grid Az
 ME1569:SPC IL E     -  MONEE SINCLAIR PLINE MAST                025 41 14.7
 ME1569:UTM  16      -  MONEE SINCLAIR PLINE MAST                026 34 06.2
 ME1569
 ME1569|---------------------------------------------------------------------|
 ME1569| PID    Reference Object                     Distance      Geod. Az  |
 ME1569|                                                           dddmmss.s |
 ME1569| ME2642 MONEE SINCLAIR PLINE MAST           APPROX. 7.4 KM 0260208.5 |
 ME1569| ME1571 FORKED RM 1                          18.443 METERS 08201     |
 ME1569| ME1570 FORKED RM 2                          21.014 METERS 12544     |
 ME1569| ME2647 PEOTONE BENNETT INDUST INC TK       APPROX. 2.3 KM 1430412.2 |
 ME1569| CM3515 FORKED AZ MK                                       1494149.9 |
 ME1569|---------------------------------------------------------------------|
 ME1569
 ME1569                          SUPERSEDED SURVEY CONTROL
 ME1569
 ME1569  NAD 83(1997)-  41 21 13.14852(N)    087 48 22.34167(W) AD(       ) 2
 ME1569  NAD 83(1986)-  41 21 13.15299(N)    087 48 22.35102(W) AD(       ) 2
 ME1569  NAD 83(1986)-  41 21 13.15083(N)    087 48 22.34839(W) AD(       ) 2
 ME1569  NAD 27      -  41 21 13.03280(N)    087 48 22.18320(W) AD(       ) 2
 ME1569  NGVD 29 (??/??/92)  215.635  (m)          707.46   (f) ADJ UNCH    2 0
 ME1569
 ME1569.Superseded values are not recommended for survey control.
 ME1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1569.See file dsdata.txt to determine how the superseded data were derived.
 ME1569
 ME1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3256078331(NAD 83)
 ME1569_MARKER: DS = TRIANGULATION STATION DISK
 ME1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1569_STAMPING: FORKED 1959
 ME1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1569+STABILITY: SURFACE MOTION
 ME1569
 ME1569  HISTORY     - Date     Condition        Report By
 ME1569  HISTORY     - 1959     MONUMENTED       CGS
 ME1569  HISTORY     - 1959     GOOD             CGS
 ME1569  HISTORY     - 1967     GOOD             CGS
 ME1569  HISTORY     - 1967     GOOD             NGS
 ME1569  HISTORY     - 19880520 MARK NOT FOUND   USPSQD
 ME1569
 ME1569                          STATION DESCRIPTION
 ME1569
 ME1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME1569'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF PEOTONE, ABOUT
 ME1569'1-1/2 MILES WEST
 ME1569'OF U.S. HIGHWAY 54 AND IN THE NORTHWEST CORNER OF A
 ME1569'TRIANGLE FORMED BY CURVE IN
 ME1569'SURFACED ROAD AND GRAVEL CROSSROAD.
 ME1569'
 ME1569'TO REACH FROM THE JUNCTION OF CRAWFORD STREET AND U.S. HIGHWAY 54
 ME1569'AT A TEXACO
 ME1569'SERVICE STATION IN PEOTONE, GO WEST ON CRAWFORD STREET FOR
 ME1569'0.45 MILE TO N. WEST STREET,
 ME1569'TURN NORTH ON N WEST STREET AND FOLLOW MAIN
 ME1569'SURFACED ROAD NORTH, THEN WEST AND NORTH AGAIN
 ME1569'FOR 1.7 MILES TO STATION
 ME1569'ON RIGHT SIDE OF CURVE AS DESCRIBED.
 ME1569'
 ME1569'STATION MARK, A STANDARD STATION MARK DISK STAMPED FORKED 1959, IS
 ME1569'SET ON TOP OF A 10
 ME1569'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 ME1569'SURFACE OF THE GROUND.  THE MARK IS
 ME1569'38.5 FEET NORTH OF SURFACED ROAD,
 ME1569'36 FEET SOUTH OF GRAVEL ROAD, 20.5 FEET EAST-SOUTHEAST
 ME1569'OF A TRIANGLE
 ME1569'BLAZED TELEPHONE POLE AND 9.5 FEET SOUTH-SOUTHWEST OF WITNESS POST.
 ME1569'
 ME1569'REFERENCE MARK NO. 1, IS A STANDARD REFERENCE MARK DISK STAMPED
 ME1569'FORKED NO 1 1959,
 ME1569'IS SET ON TOP OF A 10 INCH SQUARE CONCRETE POST WHICH
 ME1569'IS SET FLUSH WITH SURFACE OF THE
 ME1569'GROUND.  THE MARK IS 76 FEET NORTH
 ME1569'OF SURFACED ROAD AND 29.5 FEET SOUTH OF GRAVEL
 ME1569'ROAD.
 ME1569'
 ME1569'REFERENCE MARK NO. 2, IS A STANDARD REFERENCE MARK DISK STAMPED
 ME1569'FORKED NO 2 1959,
 ME1569'IS SET ON TOP OF A 10 INCH SQUARE CONCRETE POST WHICH
 ME1569'IS SET FLUSH WITH THE SURFACE OF THE
 ME1569'GROUND.  THE MARK IS 77 FEET SOUTH
 ME1569'OF CENTER OF GRAVEL ROAD AND 28 FEET NORTH OF CENTER OF
 ME1569'SURFACED ROAD.
 ME1569'
 ME1569'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED FORKED 1959, IS
 ME1569'SET IN A 10 INCH
 ME1569'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 ME1569'THE MARK IS 35 FEET EAST OF CENTER
 ME1569'OF SURFACED ROAD, 28.5 FEET NORTH OF
 ME1569'A TELEPHONE POLE, 2 FEET NORTH OF WITNESS POST AND 6
 ME1569'INCHES WEST OF FENCE.
 ME1569'
 ME1569'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHEAST ON SURFACED ROAD
 ME1569'FOR 0.15 MILE TO
 ME1569'AZIMUTH MARK ON LEFT SIDE OF ROAD AS DESCRIBED.
 ME1569
 ME1569                          STATION RECOVERY (1959)
 ME1569
 ME1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ME1569'2.8 MI NW FROM PEOTONE.
 ME1569'ABOUT 1.3 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1569'WITH EAST CRAWFORD STREET IN PEOTONE, THENCE 1.45 MILES WEST
 ME1569'ALONG A GRAVEL ROAD, ABOUT 0.1 MILE WEST OF A NORTH-SOUTH GRAVEL
 ME1569'ROAD CROSSING, AT THE NORTHWEST ANGLE OF A TRIANGLE FORMED BY THE
 ME1569'GRAVEL ROADS AND A CURVE IN AN ASPHALT ROAD WITH TANGENTS TO THE
 ME1569'WEST AND SOUTH, 36 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 ME1569'ROAD, 34 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ASPHALT
 ME1569'ROAD, 20 1/2 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 132 FEET
 ME1569'EAST-NORTHEAST AND ACROSS THE ROAD FROM A T-FENCE CORNER, 9.4
 ME1569'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET
 ME1569'BELOW THE LEVEL OF THE ASPHALT ROAD AND SET IN THE TOP OF A
 ME1569'CONCRETE POST PROJECTING 1/2 INCH.
 ME1569
 ME1569                          STATION RECOVERY (1967)
 ME1569
 ME1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME1569'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 ME1569'
 ME1569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 ME1569'NORTHWEST OF PEOTONE
 ME1569
 ME1569                          STATION RECOVERY (1967)
 ME1569
 ME1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1569'RECOVERED IN GOOD CONDITION.
 ME1569
 ME1569                          STATION RECOVERY (1988)
 ME1569
 ME1569'RECOVERY NOTE BY US POWER SQUADRON 1988 (LCR)
 ME1569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1571 ***********************************************************************
 ME1571  DESIGNATION -  FORKED RM 1
 ME1571  PID         -  ME1571
 ME1571  STATE/COUNTY-  IL/WILL
 ME1571  USGS QUAD   -  PEOTONE (1990)
 ME1571
 ME1571                         *CURRENT SURVEY CONTROL
 ME1571  ___________________________________________________________________
 ME1571* NAD 83(1986)-  41 21 12.     (N)    087 48 21.     (W)     SCALED    
 ME1571* NAVD 88     -       215.490  (meters)     706.99   (feet)  ADJUSTED  
 ME1571  ___________________________________________________________________
 ME1571  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 ME1571  DYNAMIC HT  -         215.403 (meters)     706.70  (feet)  COMP
 ME1571  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 ME1571
 ME1571  VERT ORDER  -  SECOND    CLASS 0
 ME1571
 ME1571.The horizontal coordinates were scaled from a topographic map and have
 ME1571.an estimated accuracy of +/- 6 seconds.
 ME1571
 ME1571.The orthometric height was determined by differential leveling
 ME1571.and adjusted by the National Geodetic Survey in June 1991..
 ME1571
 ME1571.The geoid height was determined by GEOID03.
 ME1571
 ME1571.The dynamic height is computed by dividing the NAVD 88
 ME1571.geopotential number by the normal gravity value computed on the
 ME1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1571.degrees latitude (g = 980.6199 gals.).
 ME1571
 ME1571.The modeled gravity was interpolated from observed gravity values.
 ME1571
 ME1571;                    North         East    Units  Estimated Accuracy
 ME1571;SPC IL E     -   520,420.      344,140.      MT  (+/- 180 meters Scaled)
 ME1571
 ME1571                          SUPERSEDED SURVEY CONTROL
 ME1571
 ME1571  NGVD 29 (??/??/92)  215.579  (m)          707.28   (f) ADJ UNCH    2 0
 ME1571
 ME1571.Superseded values are not recommended for survey control.
 ME1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1571.See file dsdata.txt to determine how the superseded data were derived.
 ME1571
 ME1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL325782(NAD 83)
 ME1571_MARKER: DR = REFERENCE MARK DISK
 ME1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1571_STAMPING: FORKED NO 1 1959
 ME1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1571+STABILITY: SURFACE MOTION
 ME1571
 ME1571  HISTORY     - Date     Condition        Report By
 ME1571  HISTORY     - 1959     MONUMENTED       CGS
 ME1571  HISTORY     - 1967     GOOD             NGS
 ME1571
 ME1571                          STATION DESCRIPTION
 ME1571
 ME1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1571'2.8 MI NW FROM PEOTONE.
 ME1571'ABOUT 1.3 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1571'WITH EAST CRAWFORD STREET IN PEOTONE, THENCE 1.45 MILES WEST
 ME1571'ALONG A GRAVEL ROAD, ABOUT 0.1 MILE WEST OF A NORTH-SOUTH GRAVEL
 ME1571'ROAD CROSSING, AT THE NORTHWEST ANGLE FORMED BY THE GRAVEL ROADS
 ME1571'AND A CURVE IN THE ASPHALT ROAD WITH TANGENTS TO THE WEST AND
 ME1571'SOUTH, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 70 FEET
 ME1571'NORTH-NORTHEAST OF THE CENTER LINE OF THE ASPHALT ROAD, 79
 ME1571'FEET EAST OF A TELEPHONE POLE, 192 FEET EAST AND ACROSS THE
 ME1571'ROAD FROM A T-FENCE CORNER, 60.6 FEET EAST OF TRIANGULATION
 ME1571'STATION FORKED, 56.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 ME1571'2 1/2 FEET BELOW THE LEVEL OF THE ASPHALT ROAD AND SET IN THE
 ME1571'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 ME1571
 ME1571                          STATION RECOVERY (1967)
 ME1571
 ME1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1570 ***********************************************************************
 ME1570  DESIGNATION -  FORKED RM 2
 ME1570  PID         -  ME1570
 ME1570  STATE/COUNTY-  IL/WILL
 ME1570  USGS QUAD   -  PEOTONE (1990)
 ME1570
 ME1570                         *CURRENT SURVEY CONTROL
 ME1570  ___________________________________________________________________
 ME1570* NAD 83(1986)-  41 21 12.     (N)    087 48 20.     (W)     SCALED    
 ME1570* NAVD 88     -       215.627  (meters)     707.44   (feet)  ADJUSTED  
 ME1570  ___________________________________________________________________
 ME1570  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 ME1570  DYNAMIC HT  -         215.540 (meters)     707.15  (feet)  COMP
 ME1570  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 ME1570
 ME1570  VERT ORDER  -  SECOND    CLASS 0
 ME1570
 ME1570.The horizontal coordinates were scaled from a topographic map and have
 ME1570.an estimated accuracy of +/- 6 seconds.
 ME1570
 ME1570.The orthometric height was determined by differential leveling
 ME1570.and adjusted by the National Geodetic Survey in June 1991..
 ME1570
 ME1570.The geoid height was determined by GEOID03.
 ME1570
 ME1570.The dynamic height is computed by dividing the NAVD 88
 ME1570.geopotential number by the normal gravity value computed on the
 ME1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1570.degrees latitude (g = 980.6199 gals.).
 ME1570
 ME1570.The modeled gravity was interpolated from observed gravity values.
 ME1570
 ME1570;                    North         East    Units  Estimated Accuracy
 ME1570;SPC IL E     -   520,420.      344,170.      MT  (+/- 180 meters Scaled)
 ME1570
 ME1570                          SUPERSEDED SURVEY CONTROL
 ME1570
 ME1570  NGVD 29 (??/??/92)  215.716  (m)          707.73   (f) ADJ UNCH    2 0
 ME1570
 ME1570.Superseded values are not recommended for survey control.
 ME1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1570.See file dsdata.txt to determine how the superseded data were derived.
 ME1570
 ME1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL326782(NAD 83)
 ME1570_MARKER: DR = REFERENCE MARK DISK
 ME1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1570_STAMPING: FORKED NO 2 1959
 ME1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1570+STABILITY: SURFACE MOTION
 ME1570
 ME1570  HISTORY     - Date     Condition        Report By
 ME1570  HISTORY     - 1959     MONUMENTED       CGS
 ME1570  HISTORY     - 1967     GOOD             NGS
 ME1570
 ME1570                          STATION DESCRIPTION
 ME1570
 ME1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1570'2.8 MI NW FROM PEOTONE.
 ME1570'ABOUT 1.3 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1570'WITH EAST CRAWFORD STREET IN PEOTONE, THENCE 1.45 MILES WEST
 ME1570'ALONG A GRAVEL ROAD, ABOUT 0.1 MILES WEST OF A NORTH-SOUTH
 ME1570'GRAVEL-ROAD CROSSING, AT THE NORTHWEST ANGLE OF A TRIANGLE FORMED
 ME1570'BY THE GRAVEL ROADS AND A CURVE IN THE ASPHALT ROAD WITH TANGENTS
 ME1570'TO THE WEST AND SOUTH, 26 FEET NORTH-NORTHEAST OF THE CENTER
 ME1570'LINE OF THE ASPHALT ROAD, 77 1/2 FEET SOUTH OF THE CENTER LINE
 ME1570'OF THE GRAVEL ROAD, 88 1/2 FEET EAST-SOUTHEAST OF A TELEPHONE
 ME1570'POLE, 185 FEET EAST AND ACROSS THE ROAD FROM A T-FENCE CORNER,
 ME1570'69.0 FEET EAST-SOUTHEAST OF TRIANGULATION STATION FORKED, 71.6
 ME1570'FEET EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 ME1570'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 ME1570'POST PROJECTING 1 INCH.
 ME1570
 ME1570                          STATION RECOVERY (1967)
 ME1570
 ME1570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0873 ***********************************************************************
 NH0873  DESIGNATION -  FORREST
 NH0873  PID         -  NH0873
 NH0873  STATE/COUNTY-  IL/WINNEBAGO
 NH0873  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0873
 NH0873                         *CURRENT SURVEY CONTROL
 NH0873  ___________________________________________________________________
 NH0873* NAD 83(1997)-  42 17 44.92751(N)    089 04 37.28385(W)     ADJUSTED  
 NH0873* NAVD 88     -       226.909  (meters)     744.45   (feet)  POSTED    
 NH0873  ___________________________________________________________________
 NH0873  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NH0873  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NH0873  DYNAMIC HT  -         226.840 (meters)     744.22  (feet)  COMP
 NH0873  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 NH0873
 NH0873  HORZ ORDER  -  SECOND
 NH0873  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NH0873
 NH0873.The horizontal coordinates were established by classical geodetic methods
 NH0873.and adjusted by the National Geodetic Survey in October 1999..
 NH0873
 NH0873.The orthometric height was determined by differential leveling
 NH0873.and adjusted by the National Geodetic Survey in 1992..
 NH0873.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NH0873.rate of 0.0 thru 1.0 mm/km.
 NH0873
 NH0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0873
 NH0873.The geoid height was determined by GEOID03.
 NH0873
 NH0873.The dynamic height is computed by dividing the NAVD 88
 NH0873.geopotential number by the normal gravity value computed on the
 NH0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0873.degrees latitude (g = 980.6199 gals.).
 NH0873
 NH0873.The modeled gravity was interpolated from observed gravity values.
 NH0873
 NH0873;                    North         East     Units Scale Factor Converg.
 NH0873;SPC IL W     -   625,513.463   789,853.692   MT  1.00004048   +0 44 00.0
 NH0873;SPC IL W     - 2,052,205.42  2,591,378.32   sFT  1.00004048   +0 44 00.0
 NH0873;UTM  16      - 4,684,709.827   328,781.248   MT  0.99996071   -1 23 53.1
 NH0873
 NH0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0873!SPC IL W     -   0.99996965  x   1.00004048  =   1.00001012
 NH0873!UTM  16      -   0.99996965  x   0.99996071  =   0.99993036
 NH0873
 NH0873|---------------------------------------------------------------------|
 NH0873| PID    Reference Object                     Distance      Geod. Az  |
 NH0873|                                                           dddmmss.s |
 NH0873| CI8697 FOREST RM                            17.030 METERS 31054     |
 NH0873|---------------------------------------------------------------------|
 NH0873
 NH0873                          SUPERSEDED SURVEY CONTROL
 NH0873
 NH0873  NAD 83(1997)-  42 17 44.92792(N)    089 04 37.28475(W) AD(       ) 2
 NH0873  NAD 83(1997)-  42 17 44.92736(N)    089 04 37.28432(W) AD(       ) 2
 NH0873  NAD 83(1986)-  42 17 44.92775(N)    089 04 37.28390(W) AD(       ) 2
 NH0873  NAD 27      -  42 17 44.86760(N)    089 04 36.89800(W) AD(       ) 2
 NH0873
 NH0873.Superseded values are not recommended for survey control.
 NH0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0873.See file dsdata.txt to determine how the superseded data were derived.
 NH0873
 NH0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2878184710(NAD 83)
 NH0873_MARKER: DS = TRIANGULATION STATION DISK
 NH0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0873_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0873+STABILITY: SURFACE MOTION
 NH0873
 NH0873  HISTORY     - Date     Condition        Report By
 NH0873  HISTORY     - 1920     MONUMENTED       CGS
 NH0873  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0873  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0873
 NH0873                          STATION DESCRIPTION
 NH0873
 NH0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0873'STATION IS ABOUT 1-1/2 MILES N OF THE CENTER OF ROCKFORD,
 NH0873'ON THE E SIDE OF NORTH MAIN STREET AT ITS INTERSECTION WITH
 NH0873'BROWN AVENUE, 50 YARDS NW OF FOREST VIEW ABBEY, 20 YARDS
 NH0873'E OF BEN CAREYS STORE, AND 1.66 METERS (5.45 FEET) E OF THE
 NH0873'E AND NEAREST RAIL OF THE STREET-CAR TRACK.  THE SURFACE,
 NH0873'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 NH0873'SET IN CONCRETE.  THE
 NH0873'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE STREET, 17.03
 NH0873'METERS (55.87 FEET) FROM THE STATION, N 49 DEG 06 MIN W.
 NH0873
 NH0873                          STATION RECOVERY (1954)
 NH0873
 NH0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0873'THIS STATION NOT RECOVERED AND WAS PROBABLY DESTROYED BY
 NH0873'WIDENING AND RESURFACING OF NORTH MAIN STREET.
 NH0873
 NH0873                          STATION RECOVERY (1997)
 NH0873
 NH0873'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4357 ***********************************************************************
 DF4357  DESIGNATION -  FORREST MAINT YD
 DF4357  PID         -  DF4357
 DF4357  STATE/COUNTY-  IL/LIVINGSTON
 DF4357  USGS QUAD   -  FORREST NORTH (1983)
 DF4357
 DF4357                         *CURRENT SURVEY CONTROL
 DF4357  ___________________________________________________________________
 DF4357* NAD 83(1997)-  40 45 33.57702(N)    088 24 38.24794(W)     ADJUSTED  
 DF4357* NAVD 88     -       210.7    (meters)     691.     (feet)  GPS OBS   
 DF4357  ___________________________________________________________________
 DF4357  X           -     134,194.180 (meters)                     COMP
 DF4357  Y           -  -4,836,357.131 (meters)                     COMP
 DF4357  Z           -   4,142,331.874 (meters)                     COMP
 DF4357  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DF4357  ELLIP HEIGHT-         178.68  (meters)          (02/03/05) GPS OBS
 DF4357  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DF4357
 DF4357  HORZ ORDER  -  FIRST
 DF4357  ELLP ORDER  -  FOURTH    CLASS II
 DF4357
 DF4357.The horizontal coordinates were established by GPS observations
 DF4357.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4357
 DF4357.The orthometric height was determined by GPS observations and a
 DF4357.high-resolution geoid model.
 DF4357
 DF4357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4357
 DF4357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4357
 DF4357.The ellipsoidal height was determined by GPS observations
 DF4357.and is referenced to NAD 83.
 DF4357
 DF4357.The geoid height was determined by GEOID03.
 DF4357
 DF4357;                    North         East     Units Scale Factor Converg.
 DF4357;SPC IL E     -   454,318.216   293,473.666   MT  0.99997552   -0 03 01.7
 DF4357;SPC IL E     - 1,490,542.35    962,838.19   sFT  0.99997552   -0 03 01.7
 DF4357;UTM  16      - 4,512,997.684   380,932.041   MT  0.99977450   -0 55 15.9
 DF4357
 DF4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4357!SPC IL E     -   0.99997197  x   0.99997552  =   0.99994749
 DF4357!UTM  16      -   0.99997197  x   0.99977450  =   0.99974648
 DF4357
 DF4357                          SUPERSEDED SURVEY CONTROL
 DF4357
 DF4357.No superseded survey control is available for this station.
 DF4357
 DF4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8093212998(NAD 83)
 DF4357_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4357_STAMPING: FORREST 1996
 DF4357_MARK LOGO: ILDT  
 DF4357_PROJECTION: FLUSH
 DF4357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4357+STABILITY: SURFACE MOTION
 DF4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4357+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 DF4357
 DF4357  HISTORY     - Date     Condition        Report By
 DF4357  HISTORY     - 1996     MONUMENTED       ILDT
 DF4357  HISTORY     - 200205   GOOD             ASCPC
 DF4357
 DF4357                          STATION DESCRIPTION
 DF4357
 DF4357'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2002
 DF4357'FROM THE INTERSECTION OF US 24 AND ROUTE 47 IN THE CENTER OF FORREST
 DF4357'GO NORTH ON
 DF4357'ROUTE 47 FOR 0.70 MILES TO THE IDOT YARD ON THE EAST SIDE OF ROUTE 47
 DF4357'STATION IS LOCATED
 DF4357'61 FEET NORTH OF CENTERLINE OF DRIVE AT RIGHT-OF-WAY FENCE AND 10 FEET
 DF4357'EAST OF THE WEST
 DF4357'FENCE LINE.
 DF4357'*STAMPED- ILLINOIS DEPARTMENT OF TRANSPORTATION FORREST 1996.
 DF4357' 
 DF4357' 
 DF4357' 
 DF4357'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1709 ***********************************************************************
 LC1709  DESIGNATION -  FORREST MUNICIPAL TANK
 LC1709  PID         -  LC1709
 LC1709  STATE/COUNTY-  IL/LIVINGSTON
 LC1709  USGS QUAD   -  FORREST SOUTH (1986)
 LC1709
 LC1709                         *CURRENT SURVEY CONTROL
 LC1709  ___________________________________________________________________
 LC1709* NAD 83(1997)-  40 44 59.43273(N)    088 24 46.16668(W)     ADJUSTED  
 LC1709* NAVD 88     -                                                        
 LC1709  ___________________________________________________________________
 LC1709  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 LC1709  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC1709
 LC1709  HORZ ORDER  -  THIRD
 LC1709
 LC1709.The horizontal coordinates were established by classical geodetic methods
 LC1709.and adjusted by the National Geodetic Survey in October 1999..
 LC1709
 LC1709
 LC1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1709
 LC1709.The geoid height was determined by GEOID03.
 LC1709
 LC1709;                    North         East     Units Scale Factor Converg.
 LC1709;SPC IL E     -   453,265.160   293,286.977   MT  0.99997555   -0 03 06.8
 LC1709;SPC IL E     - 1,487,087.45    962,225.69   sFT  0.99997555   -0 03 06.8
 LC1709;UTM  16      - 4,511,947.796   380,729.415   MT  0.99977509   -0 55 20.4
 LC1709
 LC1709                          SUPERSEDED SURVEY CONTROL
 LC1709
 LC1709  NAD 83(1997)-  40 44 59.43991(N)    088 24 46.16713(W) AD(       ) 4
 LC1709  NAD 83(1986)-  40 44 59.44403(N)    088 24 46.17348(W) AD(       ) 4
 LC1709  NAD 27      -  40 44 59.31800(N)    088 24 45.97900(W) AD(       ) 3
 LC1709
 LC1709.Superseded values are not recommended for survey control.
 LC1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1709.See file dsdata.txt to determine how the superseded data were derived.
 LC1709
 LC1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8072911948(NAD 83)
 LC1709_MARKER: 82 = FINIAL
 LC1709
 LC1709  HISTORY     - Date     Condition        Report By
 LC1709  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1709
 LC1709                          STATION DESCRIPTION
 LC1709
 LC1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1709'THE POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 LC1709'TANK OF FORREST.  THE TANK IS A STEEL STRUCTURE PAINTED SILVER
 LC1709'AND IS APPROXIMATELY 125 FEET HIGH.  IT IS LOCATED IN THE
 LC1709'CENTRAL PART OF TOWN AND IS THE ONLY TANK IN THE IMMEDIATE
 LC1709'VICINITY.
 LC1709'
 LC1709'OBSERVED UPON FROM TRIANGULATION STATIONS.  THOMAS, DONOVAN,
 LC1709'FELKEY, SWYGERT, SANCKEN, AND CULLOM (NO. 105 U.S.G.S.).
 LC1709'
 LC1709'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1558 ***********************************************************************
 NH1558  DESIGNATION -  FORRESTON
 NH1558  PID         -  NH1558
 NH1558  STATE/COUNTY-  IL/OGLE
 NH1558  USGS QUAD   -  SHANNON (1983)
 NH1558
 NH1558                         *CURRENT SURVEY CONTROL
 NH1558  ___________________________________________________________________
 NH1558* NAD 83(1997)-  42 10 14.50018(N)    089 37 42.67394(W)     ADJUSTED  
 NH1558* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 NH1558  ___________________________________________________________________
 NH1558  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 NH1558  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NH1558
 NH1558  HORZ ORDER  -  THIRD
 NH1558
 NH1558.The horizontal coordinates were established by classical geodetic methods
 NH1558.and adjusted by the National Geodetic Survey in October 1999..
 NH1558
 NH1558.The orthometric height was scaled from a topographic map.
 NH1558
 NH1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1558
 NH1558.The geoid height was determined by GEOID03.
 NH1558
 NH1558;                    North         East     Units Scale Factor Converg.
 NH1558;SPC IL W     -   611,181.534   744,463.911   MT  0.99996549   +0 21 40.6
 NH1558;SPC IL W     - 2,005,184.75  2,442,462.01   sFT  0.99996549   +0 21 40.6
 NH1558;UTM  16      - 4,672,073.155   282,887.285   MT  1.00018004   -1 45 55.2
 NH1558
 NH1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1558!SPC IL W     -   0.99995861  x   0.99996549  =   0.99992410
 NH1558!UTM  16      -   0.99995861  x   1.00018004  =   1.00013864
 NH1558
 NH1558|---------------------------------------------------------------------|
 NH1558| PID    Reference Object                     Distance      Geod. Az  |
 NH1558|                                                           dddmmss.s |
 NH1558| CI8699 FORRESTON RM 1                       17.252 METERS 00015     |
 NH1558| CI8700 FORRESTON RM 2                       28.248 METERS 08930     |
 NH1558| NH1561 FORRESTON 2                           8.877 METERS 09737     |
 NH1558| NH1553 FORRESTON MUNICIPAL TANK            APPROX. 6.7 KM 1444057.6 |
 NH1558| CI8698 FORRESTON AZ MK                                    1824834.8 |
 NH1558| CI8701 FORRESTON 2 AZ MK                                  1851130.3 |
 NH1558|---------------------------------------------------------------------|
 NH1558
 NH1558                          SUPERSEDED SURVEY CONTROL
 NH1558
 NH1558  NAD 83(1997)-  42 10 14.50019(N)    089 37 42.67394(W) AD(       ) 3
 NH1558  NAD 83(1986)-  42 10 14.50127(N)    089 37 42.67573(W) AD(       ) 3
 NH1558  NAD 27      -  42 10 14.41260(N)    089 37 42.26690(W) AD(       ) 3
 NH1558
 NH1558.Superseded values are not recommended for survey control.
 NH1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1558.See file dsdata.txt to determine how the superseded data were derived.
 NH1558
 NH1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8288772073(NAD 83)
 NH1558_MARKER: DS = TRIANGULATION STATION DISK
 NH1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1558
 NH1558  HISTORY     - Date     Condition        Report By
 NH1558  HISTORY     - 1954     MONUMENTED       CGS
 NH1558  HISTORY     - 1970     GOOD             ALSTER
 NH1558  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NH1558  HISTORY     - 19960503 MARK NOT FOUND   USPSQD
 NH1558  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 NH1558  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 NH1558
 NH1558                          STATION DESCRIPTION
 NH1558
 NH1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1558'STATION IS LOCATED ABOUT 9 MILES SOUTH OF FREEPORT AND 5 MILES
 NH1558'NORTHWEST OF FORRESTON ALONG THE EAST SIDE OF STATE HIGHWAY
 NH1558'26 AND ON HIGHWAY PROPERTY.  IT IS 83 FEET SOUTHEAST OF THE
 NH1558'INTERSECTION OF A GRAVEL CROSSROAD AND HIGHWAY 26, 30 FEET SOUTH
 NH1558'OF THE CENTER OF A GRAVEL ROAD, 44 FEET EAST OF A POWER LINE
 NH1558'POLE, 9 FEET WEST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A
 NH1558'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1558'FORRESTON 1954.
 NH1558'
 NH1558'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE CENTER OF THE
 NH1558'GRAVEL ROAD, 23 FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTH
 NH1558'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1558'FORRESTON NO 1 1954.
 NH1558'
 NH1558'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTER OF THE GRAVEL
 NH1558'ROAD, 2 FEET WEST OF A POWER LINE POLE AND 1 FOOT NORTH OF
 NH1558'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FORRESTON
 NH1558'NO 2 1954.
 NH1558'
 NH1558'AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF HIGHWAY 26, 3
 NH1558'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF THE
 NH1558'EAST EDGE OF A CULTIVATED FIELD.  THE MARK IS FLUSH AND THE
 NH1558'DISK IS STAMPED FORRESTON 1954.
 NH1558'
 NH1558'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1558'72 AND 26 IN FORRESTON GO NORTH AND WEST ON HIGHWAY 26 FOR 4.2
 NH1558'MILES WHERE HIGHWAY 72 GO WEST, CONTINUE NORTH ON HIGHWAY
 NH1558'26 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NH1558'CONTINUE NORTH ON HIGHWAY 26 FOR 0.3 MILE TO THE GRAVEL CROSSROAD
 NH1558'AND THE STATION ON THE RIGHT AS DESCRIBED.
 NH1558'
 NH1558'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1558
 NH1558                          STATION RECOVERY (1970)
 NH1558
 NH1558'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1970 (LOC)
 NH1558'FORRESTON 1954-GOOD FLUSH
 NH1558'
 NH1558'FORRESTON NO 1 1954-GOOD FLUSH 5 FT SOUTH OF E-W FENCE
 NH1558'
 NH1558'FORRESTON NO 2 1954-GOOD FLUSH
 NH1558'
 NH1558'AZ MARK-GOOD
 NH1558'
 NH1558'AZ MARK IS IN FRONT YARD OF A BRICK SINGLE STORY HOME (JOE
 NH1558'BOCKER RESID) 34 FT WEST CENTERLINE ILL 26 AND 31 FT NORTH OF
 NH1558'THE EAST END OF A WHITE BOARD.  MARK IS JUST NORTH OF DRIVE TO
 NH1558'HOUSE AND APPROX. 8 INCHES ABOVE GROUND.
 NH1558
 NH1558                          STATION RECOVERY (1970)
 NH1558
 NH1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1558'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE STATION MARK
 NH1558'AND REFERENCE MARKS WERE IN THE WAY OF ROAD CONSTRUCTION
 NH1558'AND THE SURFACE STATION MARK AND THE REFERENCE MARKS WERE
 NH1558'DESTROYED AFTER A NEW STATION FORRESTON 2 1970 WAS SET.  THE
 NH1558'AZIMUTH MARK WAS IN A LAWN AND WAS DESTROYED AT THE REQUEST
 NH1558'OF THE PROPERTY OWNER.  THE DISTANCE AND DIRECTION TO THE
 NH1558'REFERENCE MARKS CHECKED.
 NH1558'
 NH1558'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1558'
 NH1558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 NH1558'MILES NORTHWEST OF FORRESTON.
 NH1558
 NH1558                          STATION RECOVERY (1996)
 NH1558
 NH1558'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1558'MARK NOT FOUND.
 NH1558
 NH1558                          STATION RECOVERY (2001)
 NH1558
 NH1558'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1558'RM 1 RM 2 AND THE AZIMUTH WERE NOT LOCATED
 NH1558
 NH1558                          STATION RECOVERY (2005)
 NH1558
 NH1558'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH1558'AFTER A 30 MINUTE SEARCH RM 1 AND RM 2 AND THE AZIMUTH
 NH1558'WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1561 ***********************************************************************
 NH1561  DESIGNATION -  FORRESTON 2
 NH1561  PID         -  NH1561
 NH1561  STATE/COUNTY-  IL/OGLE
 NH1561  USGS QUAD   -  SHANNON (1983)
 NH1561
 NH1561                         *CURRENT SURVEY CONTROL
 NH1561  ___________________________________________________________________
 NH1561* NAD 83(1997)-  42 10 14.46205(N)    089 37 42.29059(W)     ADJUSTED  
 NH1561* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 NH1561  ___________________________________________________________________
 NH1561  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 NH1561  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NH1561
 NH1561  HORZ ORDER  -  THIRD
 NH1561
 NH1561.The horizontal coordinates were established by classical geodetic methods
 NH1561.and adjusted by the National Geodetic Survey in October 1999..
 NH1561.No horizontal observational check was made to the station.
 NH1561
 NH1561.The orthometric height was scaled from a topographic map.
 NH1561
 NH1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1561
 NH1561.The geoid height was determined by GEOID03.
 NH1561
 NH1561;                    North         East     Units Scale Factor Converg.
 NH1561;SPC IL W     -   611,180.413   744,472.717   MT  0.99996550   +0 21 40.9
 NH1561;SPC IL W     - 2,005,181.07  2,442,490.91   sFT  0.99996550   +0 21 40.9
 NH1561;UTM  16      - 4,672,071.708   282,896.045   MT  1.00017999   -1 45 54.9
 NH1561
 NH1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1561!SPC IL W     -   0.99995861  x   0.99996550  =   0.99992411
 NH1561!UTM  16      -   0.99995861  x   1.00017999  =   1.00013859
 NH1561
 NH1561|---------------------------------------------------------------------|
 NH1561| PID    Reference Object                     Distance      Geod. Az  |
 NH1561|                                                           dddmmss.s |
 NH1561| CI8702 FORRESTON 2 RM 3                      6.355 METERS 08808     |
 NH1561| NH1553 FORRESTON MUNICIPAL TANK            APPROX. 6.7 KM 1444416.9 |
 NH1561| CI8701 FORRESTON 2 AZ MK                                  1861451.2 |
 NH1561| CI8703 FORRESTON 2 RM 4                      5.818 METERS 26853     |
 NH1561| NH1558 FORRESTON                             8.877 METERS 27737     |
 NH1561|---------------------------------------------------------------------|
 NH1561
 NH1561                          SUPERSEDED SURVEY CONTROL
 NH1561
 NH1561  NAD 83(1997)-  42 10 14.46206(N)    089 37 42.29059(W) AD(       ) 3
 NH1561  NAD 83(1986)-  42 10 14.46313(N)    089 37 42.29239(W) AD(       ) 3
 NH1561  NAD 27      -  42 10 14.37445(N)    089 37 41.88361(W) AD(       ) 3
 NH1561
 NH1561.Superseded values are not recommended for survey control.
 NH1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1561.See file dsdata.txt to determine how the superseded data were derived.
 NH1561
 NH1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8289672072(NAD 83)
 NH1561_MARKER: DS = TRIANGULATION STATION DISK
 NH1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1561+STABILITY: SURFACE MOTION
 NH1561
 NH1561  HISTORY     - Date     Condition        Report By
 NH1561  HISTORY     - 1970     MONUMENTED       NGS
 NH1561  HISTORY     - 19960503 GOOD             USPSQD
 NH1561  HISTORY     - 20010813 MARK NOT FOUND   USPSQD
 NH1561  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 NH1561
 NH1561                          STATION DESCRIPTION
 NH1561
 NH1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1561'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF FREEPORT, ABOUT
 NH1561'5 MILES NORTHWEST OF FORRESTON, ON ROAD RIGHT-OF-WAY, 106
 NH1561'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 26, 34 FEET SOUTH
 NH1561'OF THE CENTERLINE OF COFFMAN ROAD AND 1 FOOT EAST OF A METAL
 NH1561'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 NH1561'IS STAMPED FORRESTON 2 1970.
 NH1561'
 NH1561'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1561'26 AND 72 IN FORRESTON, GO NORTHERLY ON HIGHWAY 26 AND 72
 NH1561'FOR 4.2 MILES TO THEIR JUNCTION.  CONTINUE NORTH ON HIGHWAY 26
 NH1561'FOR 0.65 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NH1561'NORTH ON THE HIGHWAY FOR 0.3 MILE TO A CROSSROAD AND THE
 NH1561'STATION ON THE RIGHT.
 NH1561'
 NH1561'REFERENCE MARK 3 IS 1 FOOT WEST OF A METAL WITNESS POST,
 NH1561'34 FEET SOUTH OF THE CENTERLINE OF COFFMAN RD., AND 127 FEET
 NH1561'EAST OF THE CENTERLINE OF THE HIGHWAY.  THE MONUMENT PROJECTS
 NH1561'3 INCHES AND THE DISK IS STAMPED FORRESTON 2 NO 3 1970.
 NH1561'
 NH1561'REFERENCE MARK 4 IS 1 FOOT EAST OF A METAL WITNESS POST,
 NH1561'87 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 34 FEET
 NH1561'SOUTH OF THE CENTERLINE OF COFFMAN RD., THE MONUMENT PROJECTS
 NH1561'4 INCHES AND THE DISK IS STAMPED FORRESTON 2 NO 4 1970.
 NH1561'
 NH1561'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FORRESTON 2 1970
 NH1561'SET IN A DRILL HOLE IN THE NORTH EDGE OF THE CONCRETE DRIVEWAY
 NH1561'OF MR. JOE BOOKER, 19 FEET EAST OF THE EAST WALL OF HOUSE,
 NH1561'27 FEET NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 4 INCHES
 NH1561'SOUTH OF THE NORTH EDGE OF DRIVE AND 97 FEET WEST OF THE
 NH1561'CENTERLINE OF THE HIGHWAY.
 NH1561'
 NH1561'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1561
 NH1561                          STATION RECOVERY (1996)
 NH1561
 NH1561'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1561'RECOVERED IN GOOD CONDITION.
 NH1561
 NH1561                          STATION RECOVERY (2001)
 NH1561
 NH1561'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1561'RM 3, RM 4 WERE NOT FOUND. THE AZIMUTH WAS FOUND IN GOOD CONDITION.
 NH1561
 NH1561                          STATION RECOVERY (2005)
 NH1561
 NH1561'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH1561'AFTER A 25 MINUTE SEARCH RM 3 AND RM 4 WERE NOT FOUND
 NH1561'THE AZIMUTH WAS FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1555 ***********************************************************************
 NH1555  DESIGNATION -  FORRESTON GROVE PRESB CH SPIRE
 NH1555  PID         -  NH1555
 NH1555  STATE/COUNTY-  IL/OGLE
 NH1555  USGS QUAD   -  BROOKVILLE (1983)
 NH1555
 NH1555                         *CURRENT SURVEY CONTROL
 NH1555  ___________________________________________________________________
 NH1555* NAD 83(1997)-  42 06 58.85701(N)    089 37 40.11541(W)     ADJUSTED  
 NH1555* NAVD 88     -                                                        
 NH1555  ___________________________________________________________________
 NH1555  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 NH1555  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 NH1555
 NH1555  HORZ ORDER  -  THIRD
 NH1555
 NH1555.The horizontal coordinates were established by classical geodetic methods
 NH1555.and adjusted by the National Geodetic Survey in October 1999..
 NH1555
 NH1555
 NH1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1555
 NH1555.The geoid height was determined by GEOID03.
 NH1555
 NH1555;                    North         East     Units Scale Factor Converg.
 NH1555;SPC IL W     -   605,145.767   744,560.725   MT  0.99996560   +0 21 41.0
 NH1555;SPC IL W     - 1,985,382.40  2,442,779.65   sFT  0.99996560   +0 21 41.0
 NH1555;UTM  16      - 4,666,036.654   282,760.148   MT  1.00018073   -1 45 46.8
 NH1555
 NH1555                          SUPERSEDED SURVEY CONTROL
 NH1555
 NH1555  NAD 83(1997)-  42 06 58.85702(N)    089 37 40.11543(W) AD(       ) 4
 NH1555  NAD 83(1986)-  42 06 58.85945(N)    089 37 40.11874(W) AD(       ) 4
 NH1555  NAD 27      -  42 06 58.76000(N)    089 37 39.71000(W) AD(       ) 3
 NH1555
 NH1555.Superseded values are not recommended for survey control.
 NH1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1555.See file dsdata.txt to determine how the superseded data were derived.
 NH1555
 NH1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8276066037(NAD 83)
 NH1555_MARKER: 90 = CHURCH SPIRE
 NH1555
 NH1555  HISTORY     - Date     Condition        Report By
 NH1555  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1555  HISTORY     - 1953     MARK NOT FOUND   CGS
 NH1555  HISTORY     - 19960503 MARK NOT FOUND   USPSQD
 NH1555  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 NH1555  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 NH1555
 NH1555                          STATION DESCRIPTION
 NH1555
 NH1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1555'THIS STATION IS THE SPIRE ON THE EAST END OF THE FORRESTON
 NH1555'GROVE PRESBYTERIAN CHURCH, IN THE SETTLEMENT OF FORRESTON
 NH1555'GROVE, ABOUT 2.4 MILES WEST OF ROUTE 26 IN THE VILLAGE OF
 NH1555'FORRESTON, ABOUT 0.7 MILE SOUTH OF THE WHITE OAK CEMETERY
 NH1555'ROAD AND ABOUT 60 FEET WEST OF A DIRT NORTH-AND-SOUTH ROAD.
 NH1555'THE CHURCH WAS ERECTED IN 1889 AND THE SPIRE IS QUITE PROMINENT.
 NH1555'
 NH1555'THE BASE OF THE SPIRE IS A SQUARE WHITE TOWER OVER THE MAIN
 NH1555'ENTRANCE WITH A GREEN LEDGE AROUND THE TOP.  THIS TOWER IS
 NH1555'ABOUT 50 FEET HIGH.  ON THIS SETS A GABLED CUPOLA ABOUT
 NH1555'6 FEET HIGH WITH GREEN LOUVERD TRIANGULAR WINDOWS ON EACH
 NH1555'SIDE.  THE SLIM BLACK FOUR-SIDED PYRAMIDAL SPIRE IS ABOUT
 NH1555'30 FEET HIGH AND HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT
 NH1555'IS ABOUT 90 FEET.
 NH1555
 NH1555                          STATION RECOVERY (1953)
 NH1555
 NH1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 NH1555'STATION WAS SEARCHED FOR BY ANGLE AND BY OBSERVING PARTY.
 NH1555'IT WAS NOT FOUND.  INFORMATION FROM RESIDENTS NEARBY INDICATE
 NH1555'THAT THE CHURCH BURNED IN 1953 AND WAS NOT REBUILT.
 NH1555'
 NH1555'THIS STATION SHOULD BE CONSIDERED LOST.
 NH1555
 NH1555                          STATION RECOVERY (1996)
 NH1555
 NH1555'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1555'MARK NOT FOUND.
 NH1555
 NH1555                          STATION RECOVERY (2001)
 NH1555
 NH1555'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1555'CHURCH BURNED IN 1953 PER TEXT
 NH1555
 NH1555                          STATION RECOVERY (2005)
 NH1555
 NH1555'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH1555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1553 ***********************************************************************
 NH1553  DESIGNATION -  FORRESTON MUNICIPAL TANK
 NH1553  PID         -  NH1553
 NH1553  STATE/COUNTY-  IL/OGLE
 NH1553  USGS QUAD   -  FORRESTON SOUTH (1983)
 NH1553
 NH1553                         *CURRENT SURVEY CONTROL
 NH1553  ___________________________________________________________________
 NH1553* NAD 83(1997)-  42 07 16.17723(N)    089 34 53.00280(W)     ADJUSTED  
 NH1553* NAVD 88     -                                                        
 NH1553  ___________________________________________________________________
 NH1553  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 NH1553  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 NH1553
 NH1553  HORZ ORDER  -  THIRD
 NH1553
 NH1553.The horizontal coordinates were established by classical geodetic methods
 NH1553.and adjusted by the National Geodetic Survey in October 1999..
 NH1553
 NH1553
 NH1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1553
 NH1553.The geoid height was determined by GEOID03.
 NH1553
 NH1553;                    North         East     Units Scale Factor Converg.
 NH1553;SPC IL W     -   605,705.398   748,395.790   MT  0.99996999   +0 23 33.2
 NH1553;SPC IL W     - 1,987,218.46  2,455,361.85   sFT  0.99996999   +0 23 33.2
 NH1553;UTM  16      - 4,666,453.817   286,614.104   MT  1.00016030   -1 43 55.2
 NH1553
 NH1553                          SUPERSEDED SURVEY CONTROL
 NH1553
 NH1553  NAD 83(1997)-  42 07 16.17723(N)    089 34 53.00281(W) AD(       ) 4
 NH1553  NAD 83(1986)-  42 07 16.17927(N)    089 34 53.00703(W) AD(       ) 4
 NH1553  NAD 27      -  42 07 16.08100(N)    089 34 52.60000(W) AD(       ) 3
 NH1553
 NH1553.Superseded values are not recommended for survey control.
 NH1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1553.See file dsdata.txt to determine how the superseded data were derived.
 NH1553
 NH1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8661466454(NAD 83)
 NH1553_MARKER: 53 = ELEVATED TANK
 NH1553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1553+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001
 NH1553
 NH1553  HISTORY     - Date     Condition        Report By
 NH1553  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1553  HISTORY     - 1954     GOOD             CGS
 NH1553  HISTORY     - 19960503 GOOD             USPSQD
 NH1553  HISTORY     - 20010806 GOOD             USPSQD
 NH1553  HISTORY     - 20050205 MARK NOT FOUND   USPSQD
 NH1553
 NH1553                          STATION DESCRIPTION
 NH1553
 NH1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1553'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF FORRESTON,
 NH1553'ILLINOIS.  IT IS LOCATED ABOUT 65 FEET EAST OF THE CENTERLINE
 NH1553'OF 3RD STREET, AND ABOUT 60 FEET SOUTH OF THE CENTERLINE
 NH1553'OF E STREET, IN THE SOUTHWESTERN PART OF THE VILLAGE.  THE
 NH1553'TANK WAS ERECTED IN 1894 AND IS FAIRLY PROMINENT.
 NH1553'
 NH1553'THE TANK SETS ON A RED BRICK BASE ABOUT 80 FEET HIGH, AT
 NH1553'THE TOP OF WHICH IS AN OCTAGONAL PROJECTING RAILED WOODEN
 NH1553'PLATFORM.  THE GREY WOODEN HOOPED TANK IS ABOUT 40 FEET
 NH1553'HIGH AND HAS A BLACK CONICAL TOP.  THE TOTAL HEIGHT IS ABOUT
 NH1553'120 FEET.
 NH1553
 NH1553                          STATION RECOVERY (1954)
 NH1553
 NH1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1553'STATION WAS RECOVERED BY ANGLE AND VISITED.  THE OLD DESCRIPTION
 NH1553'IS ADEQUATE AND CORRECT WITH THE FOLLOWING CHANGE.  THE
 NH1553'TANK PORTION OF WOOD IS NOW PAINTED BLACK.
 NH1553
 NH1553                          STATION RECOVERY (1996)
 NH1553
 NH1553'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1553'RECOVERED IN GOOD CONDITION.
 NH1553
 NH1553                          STATION RECOVERY (2001)
 NH1553
 NH1553'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1553'THE WOODEN TANK HAS BEEN REMOVED FROM THE RED BRICK BASE WHICH REMAINS
 NH1553'INTACT.
 NH1553
 NH1553                          STATION RECOVERY (2005)
 NH1553
 NH1553'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH1553'TANK HAS BEEN REPLACED BY A NEW CONICAL METAL TANK AND
 NH1553'IS NEAR OLD LOCATION BUT NOT CLOSE ENOUGH TO BE CONSIDERED
 NH1553'AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0542 ***********************************************************************
 KB0542  DESIGNATION -  FORSYTH
 KB0542  PID         -  KB0542
 KB0542  STATE/COUNTY-  IL/MACON
 KB0542  USGS QUAD   -  FORSYTH (1975)
 KB0542
 KB0542                         *CURRENT SURVEY CONTROL
 KB0542  ___________________________________________________________________
 KB0542* NAD 83(1997)-  39 55 53.36789(N)    088 56 54.72108(W)     ADJUSTED  
 KB0542* NAVD 88     -       206.720  (meters)     678.21   (feet)  ADJUSTED  
 KB0542  ___________________________________________________________________
 KB0542  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 KB0542  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB0542  DYNAMIC HT  -         206.612 (meters)     677.86  (feet)  COMP
 KB0542  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 KB0542
 KB0542  HORZ ORDER  -  SECOND
 KB0542  VERT ORDER  -  FIRST     CLASS I
 KB0542
 KB0542.The horizontal coordinates were established by classical geodetic methods
 KB0542.and adjusted by the National Geodetic Survey in October 1999..
 KB0542
 KB0542.The orthometric height was determined by differential leveling
 KB0542.and adjusted by the National Geodetic Survey in June 1991..
 KB0542
 KB0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0542
 KB0542.The geoid height was determined by GEOID03.
 KB0542
 KB0542.The dynamic height is computed by dividing the NAVD 88
 KB0542.geopotential number by the normal gravity value computed on the
 KB0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0542.degrees latitude (g = 980.6199 gals.).
 KB0542
 KB0542.The modeled gravity was interpolated from observed gravity values.
 KB0542
 KB0542;                    North         East     Units Scale Factor Converg.
 KB0542;SPC IL E     -   362,574.898   247,414.345   MT  1.00000903   -0 23 41.6
 KB0542;SPC IL E     - 1,189,547.81    811,725.23   sFT  1.00000903   -0 23 41.6
 KB0542;SPC IL W     -   363,091.922   804,120.232   MT  1.00007459   +0 46 55.0
 KB0542;SPC IL W     - 1,191,244.08  2,638,184.46   sFT  1.00007459   +0 46 55.0
 KB0542;UTM  16      - 4,421,971.068   333,501.935   MT  0.99994128   -1 15 03.6
 KB0542
 KB0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0542!SPC IL E     -   0.99997262  x   1.00000903  =   0.99998165
 KB0542!SPC IL W     -   0.99997262  x   1.00007459  =   1.00004721
 KB0542!UTM  16      -   0.99997262  x   0.99994128  =   0.99991391
 KB0542
 KB0542|---------------------------------------------------------------------|
 KB0542| PID    Reference Object                     Distance      Geod. Az  |
 KB0542|                                                           dddmmss.s |
 KB0542| CI7422 FORSYTH RM                           18.750 METERS 05055     |
 KB0542|---------------------------------------------------------------------|
 KB0542
 KB0542                          SUPERSEDED SURVEY CONTROL
 KB0542
 KB0542  NAD 83(1986)-  39 55 53.37603(N)    088 56 54.71533(W) AD(       ) 2
 KB0542  NAD 27      -  39 55 53.24650(N)    088 56 54.43070(W) AD(       ) 2
 KB0542  NGVD 29 (??/??/92)  206.805  (m)          678.49   (f) ADJ UNCH    1 1
 KB0542
 KB0542.Superseded values are not recommended for survey control.
 KB0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0542.See file dsdata.txt to determine how the superseded data were derived.
 KB0542
 KB0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3350221971(NAD 83)
 KB0542_MARKER: DS = TRIANGULATION STATION DISK
 KB0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0542_STAMPING: FORSYTH 1920
 KB0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0542+STABILITY: SURFACE MOTION
 KB0542
 KB0542  HISTORY     - Date     Condition        Report By
 KB0542  HISTORY     - 1920     MONUMENTED       CGS
 KB0542  HISTORY     - 1968     GOOD             CGS
 KB0542  HISTORY     - 1969     GOOD             ILDT
 KB0542  HISTORY     - 1969     GOOD             NGS
 KB0542  HISTORY     - 1972     GOOD             ILDT
 KB0542  HISTORY     - 1976     GOOD             NGS
 KB0542  HISTORY     - 1976     GOOD             NGS
 KB0542  HISTORY     - 1989     GOOD             USPSQD
 KB0542
 KB0542                          STATION DESCRIPTION
 KB0542
 KB0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KB0542'STATION IS LOCATED AT FORSYTH, ON THE E SIDE OF THE ILLINOIS CENTRAL
 KB0542'RAILROAD TRACK, IN THE RAILROAD STATION PLATFORM, 12.11
 KB0542'METERS, 39.73 FEET, SW OF THE SW CORNER OF THE RAILROAD STATION, AND
 KB0542'1.69 METERS, 5.54 FEET, E OF THE E AND NEAREST RAIL. THE
 KB0542'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KB0542'CONCRETE. THE REFERENCE MARK IS
 KB0542'A U.S. GEOLOGICAL SURVEY BENCH MARK, 18.75 METERS, 61.52 FEET, FROM
 KB0542'THE STATION N 50 DEG 55 MIN E.  THE ELEVATION OF
 KB0542'THE STATION MARK IS 207.552 METERS, 680.944 FEET, AND OF THE
 KB0542'REFERENCE MARK 206.989 METERS, 679.096 FEET.
 KB0542
 KB0542                          STATION RECOVERY (1968)
 KB0542
 KB0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KB0542'THE STATION MARK WAS FOUND IN GOOD CONDITION. THE U.S.G.S. BENCH MARK
 KB0542'WAS NOT FOUND AND IS ASSUMED LOST. THE LINE OF SIGHT TO STATION
 KB0542'EMERY IS OBSTRUCTED BY TREES AND GROWTH AND IT WOULD TAKE A 12 TO 15
 KB0542'FOOT STAND TO SEE AT THIS TIME.  2 NEW REFERENCE MARKS WERE SET. A
 KB0542'NEW DESCRIPTION FOLLOWS.
 KB0542'
 KB0542'THE STATION IS LOCATED AT THE EAST EDGE OF FORSYTH, ON THE EAST SIDE
 KB0542'OF THE FORSYTH ILLINOIS LUMBER CO. AND ON RAILROAD
 KB0542'PROPERTY. IT IS 238 FEET SOUTH OF MILE POST 758, 53 FEET NORTH OF A
 KB0542'CYCLONE FENCE CORNER AT THE SOUTHEAST CORNER OF A
 KB0542'GALVANIZED BUILDING, 43 FEET SOUTHWEST OF A SIGNAL LIGHT BOX ON A
 KB0542'CONCRETE POST, 36 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 KB0542'MARKER AND 5.5 FEET EAST OF THE EAST RAIL OF THE MAIN LINE RAILROAD
 KB0542'TRACK. THE MONUMENT IS 1 FOOT UNDERGROUND AND THE DISK IS
 KB0542'STAMPED FORSYTH 1920.
 KB0542'
 KB0542'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 KB0542'NORTHEAST CORNER OF A CONCRETE RETAINING WALL AT THE EAST SIDE
 KB0542'OF THE LUMBER COMPANY STORAGE YARD. IT IS 60 FEET SOUTH OF THE FENCE
 KB0542'CORNER, 6 FEET WEST OF THE WEST RAIL OF A RAILROAD SIDE TRACK
 KB0542'AND 6 INCHES NORTHEAST OF A METAL FENCE POST. THE DISK IS STAMPED
 KB0542'FORSYTH 1920 NO 1 1968.
 KB0542'
 KB0542'REFERENCE MARK 2 IS A STANDARD DISK WELDED TO THE TOP OF A 2-1/2 INCH
 KB0542'GALVANIZED STEEL PIPE 5 FEET LONG WHICH IS REINFORCED BY
 KB0542'CONCRETE. IT IS 54 FEET NORTH OF THE FENCE CORNER, 11 FEET WEST OF
 KB0542'THE WEST RAIL OF THE SIDE TRACK, 1 FOOT EAST OF THE EAST EDGE OF
 KB0542'THE LUMBER COMPANY BUILDING AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KB0542'THE PIPE PROJECTS 10 INCHES AND THE DISK IS STAMPED FORSYTH 1920
 KB0542'NO 2 1968.
 KB0542'
 KB0542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT FORSYTH.
 KB0542'
 KB0542'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KB0542
 KB0542                          STATION RECOVERY (1969)
 KB0542
 KB0542'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 (DEW)
 KB0542'FORSYTH 1920 RECOVERED GOOD.  DESCRIPTION (1968) GOOD.
 KB0542'
 KB0542'FORSYTH 1920 NO. 1 1968 RECOVERED GOOD.  DESCRIPTION (1968) GOOD.
 KB0542'
 KB0542'FORSYTH 1920 NO. 2 1968 RECOVERED GOOD.  DESCRIPTION (1968) GOOD.
 KB0542'
 KB0542'NOTE--THERES NO SUITABLE V.G. AZIMUTH AVAILABLE.  THE SIGHT LINE
 KB0542'BETWEEN EMERY AND FORSYTH IS BLOCKED BY A R.R. SIGNAL.
 KB0542
 KB0542                          STATION RECOVERY (1969)
 KB0542
 KB0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KB0542'5.8 MI N FROM DECATUR.
 KB0542'ABOUT 5.75 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0542'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, AT THE
 KB0542'COMMUNITY OF FORSYTH, 0.25 MILE SOUTH OF A CROSSING OF THE
 KB0542'RAILROAD AND A PAVED ROAD, 238 1/2 FEET SOUTH OF MILEPOST 758,
 KB0542'5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 5 FEET WEST OF
 KB0542'THE WEST RAIL OF THE MOST EASTERLY SIDETRACK, 56 1/2 FEET
 KB0542'NORTHEAST AND ACROSS THE TRACKS FROM THE SOUTHEAST CORNER OF THE
 KB0542'FORSYTH ILLINOIS LUMBER COMPANY INC. BUILDING, ABOUT 1 1/2 FEET
 KB0542'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 KB0542'POST WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  SEC 14,
 KB0542'T 17 N, R 2 E.
 KB0542
 KB0542                          STATION RECOVERY (1972)
 KB0542
 KB0542'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 KB0542'FORSYTH 1920 GOOD.
 KB0542'
 KB0542'FOUND AS DESCRIBED.
 KB0542
 KB0542                          STATION RECOVERY (1976)
 KB0542
 KB0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB0542'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 KB0542'IN 1968 AND WERE FOUND TO BE IN GOOD CONDITION.
 KB0542'
 KB0542'THE LUMBER YARD MENTIONED IS NOW CLOSED BUT THE BUILDINGS AND FENCE
 KB0542'REMAIN.
 KB0542'
 KB0542'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 KB0542'
 KB0542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORSYTH.
 KB0542
 KB0542                          STATION RECOVERY (1976)
 KB0542
 KB0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0542'MARK WAS RECOVERED. IT IS 238 FEET SOUTH OF MILE POST 758, 53 FEET
 KB0542'NORTHEAST OF A CYCLONE FENCE CORNER, AT THE SOUTHEAST CORNER OF A
 KB0542'METAL-BUILDING, 43 FT SOUTHWEST OF A SIGNAL LIGHT BOX, 36 FT.
 KB0542'NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER AND 5.5 FEET EAST OF THE
 KB0542'EAST RAIL OF THE MAIN TRACK. IT IS 1 FT. UNDERGROUND.
 KB0542
 KB0542                          STATION RECOVERY (1989)
 KB0542
 KB0542'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDG)
 KB0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1355 ***********************************************************************
 KB1355  DESIGNATION -  FORSYTH MUN TANK
 KB1355  PID         -  KB1355
 KB1355  STATE/COUNTY-  IL/MACON
 KB1355  USGS QUAD   -  FORSYTH (1975)
 KB1355
 KB1355                         *CURRENT SURVEY CONTROL
 KB1355  ___________________________________________________________________
 KB1355* NAD 83(1997)-  39 56 25.92671(N)    088 56 47.53563(W)     ADJUSTED  
 KB1355* NAVD 88     -                                                        
 KB1355  ___________________________________________________________________
 KB1355  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 KB1355  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB1355
 KB1355  HORZ ORDER  -  THIRD
 KB1355
 KB1355.The horizontal coordinates were established by classical geodetic methods
 KB1355.and adjusted by the National Geodetic Survey in October 1999..
 KB1355
 KB1355
 KB1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1355
 KB1355.The geoid height was determined by GEOID03.
 KB1355
 KB1355;                    North         East     Units Scale Factor Converg.
 KB1355;SPC IL E     -   363,577.908   247,591.854   MT  1.00000880   -0 23 37.3
 KB1355;SPC IL E     - 1,192,838.52    812,307.61   sFT  1.00000880   -0 23 37.3
 KB1355;SPC IL W     -   364,098.433   804,277.112   MT  1.00007499   +0 47 00.2
 KB1355;SPC IL W     - 1,194,546.28  2,638,699.16   sFT  1.00007499   +0 47 00.2
 KB1355;UTM  16      - 4,422,971.246   333,694.399   MT  0.99994049   -1 14 59.8
 KB1355
 KB1355                          SUPERSEDED SURVEY CONTROL
 KB1355
 KB1355  NAD 83(1986)-  39 56 25.93468(N)    088 56 47.53027(W) AD(       ) 4
 KB1355  NAD 27      -  39 56 25.80919(N)    088 56 47.23749(W) AD(       ) 3
 KB1355
 KB1355.Superseded values are not recommended for survey control.
 KB1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1355.See file dsdata.txt to determine how the superseded data were derived.
 KB1355
 KB1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3369422971(NAD 83)
 KB1355_MARKER: 53 = ELEVATED TANK
 KB1355
 KB1355  HISTORY     - Date     Condition        Report By
 KB1355  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1355
 KB1355                          STATION DESCRIPTION
 KB1355
 KB1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1355'FORSYTH MUNICIPAL WATER TANK IS A 3-LEGGED STEEL STRUCTURE,
 KB1355'WITH ELIPSOIDAL TOP AND BOTTOM TANK, PAINTED SILVER, AND HAS
 KB1355'THE LETTERS FORSYTH IN BLACK ON THE EAST AND WEST SIDE.  THE
 KB1355'STRUCTURE IS ABOUT 120 FEET HIGH.
 KB1355'
 KB1355'THE TANK IS LOCATED IN THE EAST EDGE OF FORSYTH AND ABOUT 50
 KB1355'YARDS SOUTHEAST OF THE INTERSECTION OF SOUTH ELWOOD AND EAST
 KB1355'FITCH STREETS.
 KB1355'
 KB1355'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0544 ***********************************************************************
 KB0544  DESIGNATION -  FORSYTH RM 1
 KB0544  PID         -  KB0544
 KB0544  STATE/COUNTY-  IL/MACON
 KB0544  USGS QUAD   -  FORSYTH (1975)
 KB0544
 KB0544                         *CURRENT SURVEY CONTROL
 KB0544  ___________________________________________________________________
 KB0544* NAD 83(1986)-  39 55 53.     (N)    088 56 54.     (W)     SCALED    
 KB0544* NAVD 88     -       207.025  (meters)     679.21   (feet)  ADJUSTED  
 KB0544  ___________________________________________________________________
 KB0544  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB0544  DYNAMIC HT  -         206.917 (meters)     678.86  (feet)  COMP
 KB0544  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 KB0544
 KB0544  VERT ORDER  -  FIRST     CLASS I
 KB0544
 KB0544.The horizontal coordinates were scaled from a topographic map and have
 KB0544.an estimated accuracy of +/- 6 seconds.
 KB0544
 KB0544.The orthometric height was determined by differential leveling
 KB0544.and adjusted by the National Geodetic Survey in June 1991..
 KB0544
 KB0544.The geoid height was determined by GEOID03.
 KB0544
 KB0544.The dynamic height is computed by dividing the NAVD 88
 KB0544.geopotential number by the normal gravity value computed on the
 KB0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0544.degrees latitude (g = 980.6199 gals.).
 KB0544
 KB0544.The modeled gravity was interpolated from observed gravity values.
 KB0544
 KB0544;                    North         East    Units  Estimated Accuracy
 KB0544;SPC IL E     -   362,560.      247,430.      MT  (+/- 180 meters Scaled)
 KB0544
 KB0544                          SUPERSEDED SURVEY CONTROL
 KB0544
 KB0544  NGVD 29 (??/??/92)  207.111  (m)          679.50   (f) ADJ UNCH    1 1
 KB0544
 KB0544.Superseded values are not recommended for survey control.
 KB0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0544.See file dsdata.txt to determine how the superseded data were derived.
 KB0544
 KB0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335219(NAD 83)
 KB0544_MARKER: DR = REFERENCE MARK DISK
 KB0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0544_SP_SET: BUILDING
 KB0544_STAMPING: FORSYTH 1920 NO 1 1968
 KB0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0544
 KB0544  HISTORY     - Date     Condition        Report By
 KB0544  HISTORY     - 1968     MONUMENTED       CGS
 KB0544  HISTORY     - 1969     GOOD             NGS
 KB0544  HISTORY     - 1975     GOOD             ILDT
 KB0544  HISTORY     - 1989     GOOD             USPSQD
 KB0544
 KB0544                          STATION DESCRIPTION
 KB0544
 KB0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0544'5.8 MI N FROM DECATUR.
 KB0544'ABOUT 5.75 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0544'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, AT THE
 KB0544'COMMUNITY OF FORSYTH, 0.25 MILE SOUTH OF A CROSSING OF THE
 KB0544'RAILROAD AND A PAVED ROAD, 19 1/2 FEET WEST OF THE WEST RAIL OF
 KB0544'THE MAIN TRACK, 6 FEET WEST OF THE WEST RAIL OF A SIDETRACK, SET
 KB0544'IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE RETAINING WALL
 KB0544'AT THE EAST SIDE OF THE FORSYTH ILLINOIS LUMBER COMPANY INC.
 KB0544'STORAGE YARD, 60 FEET SOUTH OF A CORNER FENCE POST, AND ABOUT
 KB0544'1 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- RUBBING TAKEN AS
 KB0544'STAMPING IS DIFFERENT FROM ORIGINAL DESCRIPTION.
 KB0544
 KB0544                          STATION RECOVERY (1975)
 KB0544
 KB0544'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0544'DESCRIPTION-- SUGGEST ADDING-- 60 FEET SOUTH OF A CYCLONE FENCE
 KB0544'CORNER (LOCATED AT SOUTHEAST CORNER LUMBER YARD BLDG.)
 KB0544
 KB0544                          STATION RECOVERY (1989)
 KB0544
 KB0544'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDG)
 KB0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0543 ***********************************************************************
 KB0543  DESIGNATION -  FORSYTH RM 2
 KB0543  PID         -  KB0543
 KB0543  STATE/COUNTY-  IL/MACON
 KB0543  USGS QUAD   -  FORSYTH (1975)
 KB0543
 KB0543                         *CURRENT SURVEY CONTROL
 KB0543  ___________________________________________________________________
 KB0543* NAD 83(1986)-  39 55 53.     (N)    088 56 54.     (W)     SCALED    
 KB0543* NAVD 88     -       207.201  (meters)     679.79   (feet)  ADJUSTED  
 KB0543  ___________________________________________________________________
 KB0543  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB0543  DYNAMIC HT  -         207.093 (meters)     679.44  (feet)  COMP
 KB0543  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 KB0543
 KB0543  VERT ORDER  -  FIRST     CLASS I
 KB0543
 KB0543.The horizontal coordinates were scaled from a topographic map and have
 KB0543.an estimated accuracy of +/- 6 seconds.
 KB0543
 KB0543.The orthometric height was determined by differential leveling
 KB0543.and adjusted by the National Geodetic Survey in June 1991..
 KB0543
 KB0543.The geoid height was determined by GEOID03.
 KB0543
 KB0543.The dynamic height is computed by dividing the NAVD 88
 KB0543.geopotential number by the normal gravity value computed on the
 KB0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0543.degrees latitude (g = 980.6199 gals.).
 KB0543
 KB0543.The modeled gravity was interpolated from observed gravity values.
 KB0543
 KB0543;                    North         East    Units  Estimated Accuracy
 KB0543;SPC IL E     -   362,560.      247,430.      MT  (+/- 180 meters Scaled)
 KB0543
 KB0543                          SUPERSEDED SURVEY CONTROL
 KB0543
 KB0543  NGVD 29 (??/??/92)  207.287  (m)          680.07   (f) ADJ UNCH    1 1
 KB0543
 KB0543.Superseded values are not recommended for survey control.
 KB0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0543.See file dsdata.txt to determine how the superseded data were derived.
 KB0543
 KB0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335219(NAD 83)
 KB0543_MARKER: DR = REFERENCE MARK DISK
 KB0543_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0543_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0543_STAMPING: FORSYTH 1920 NO 2 1968
 KB0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0543
 KB0543  HISTORY     - Date     Condition        Report By
 KB0543  HISTORY     - 1968     MONUMENTED       CGS
 KB0543  HISTORY     - 1969     GOOD             NGS
 KB0543  HISTORY     - 1989     GOOD             USPSQD
 KB0543
 KB0543                          STATION DESCRIPTION
 KB0543
 KB0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0543'5.8 MI N FROM DECATUR.
 KB0543'ABOUT 5.75 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0543'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, AT THE
 KB0543'COMMUNITY OF FORSYTH, 0.25 MILE SOUTH OF A CROSSING OF THE
 KB0543'RAILROAD AND A PAVED ROAD, 24 1/2 FEET WEST OF THE WEST RAIL OF
 KB0543'THE MAIN TRACK, 11 FEET WEST OF THE SOUTHEAST CORNER OF THE
 KB0543'FORSYTH ILLINOIS LUMBER COMPANY INC. BUILDING, 1 FOOT EAST OF THE
 KB0543'EAST WALL OF THE BUILDING, 36 FEET WEST-NORTHWEST AND ACROSS
 KB0543'THE TRACKS FROM TRIANGULATION STATION FORSYTH 1920, 1.1 FEET
 KB0543'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 KB0543'ON THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 10 INCHES ABOVE
 KB0543'THE SURFACE OF THE GROUND.  SEC 14, T 17 N, R 2 E.
 KB0543
 KB0543                          STATION RECOVERY (1989)
 KB0543
 KB0543'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDG)
 KB0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1039 ***********************************************************************
 NH1039  DESIGNATION -  FORT HILL
 NH1039  PID         -  NH1039
 NH1039  STATE/COUNTY-  IL/LAKE
 NH1039  USGS QUAD   -  GRAYSLAKE (1993)
 NH1039
 NH1039                         *CURRENT SURVEY CONTROL
 NH1039  ___________________________________________________________________
 NH1039* NAD 83(1997)-  42 19 41.07478(N)    088 05 50.81598(W)     ADJUSTED  
 NH1039* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 NH1039  ___________________________________________________________________
 NH1039  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 NH1039  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH1039
 NH1039  HORZ ORDER  -  THIRD
 NH1039
 NH1039.The horizontal coordinates were established by classical geodetic methods
 NH1039.and adjusted by the National Geodetic Survey in October 1999..
 NH1039
 NH1039.The orthometric height was scaled from a topographic map.
 NH1039
 NH1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1039
 NH1039.The geoid height was determined by GEOID03.
 NH1039
 NH1039;                    North         East     Units Scale Factor Converg.
 NH1039;SPC IL E     -   628,570.208   319,442.018   MT  0.99997965   +0 09 31.8
 NH1039;SPC IL E     - 2,062,234.09  1,048,036.02   sFT  0.99997965   +0 09 31.8
 NH1039;UTM  16      - 4,686,786.361   409,579.720   MT  0.99970059   -0 44 20.6
 NH1039
 NH1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1039!SPC IL E     -   0.99996631  x   0.99997965  =   0.99994597
 NH1039!UTM  16      -   0.99996631  x   0.99970059  =   0.99966691
 NH1039
 NH1039:                Primary Azimuth Mark                     Grid Az
 NH1039:SPC IL E     -  ROUND LAKE MUNICIPAL TANK                005 14 44.9
 NH1039:UTM  16      -  ROUND LAKE MUNICIPAL TANK                006 08 37.3
 NH1039
 NH1039|---------------------------------------------------------------------|
 NH1039| PID    Reference Object                     Distance      Geod. Az  |
 NH1039|                                                           dddmmss.s |
 NH1039| NH1044 ROUND LAKE MUNICIPAL TANK           APPROX. 3.1 KM 0052416.7 |
 NH1039| NH1043 GRAYS LAKE GELATIN CO STACK         APPROX. 5.2 KM 0665745.8 |
 NH1039| NH1045 GRAYS LAKE MUNICIPAL TANK           APPROX. 5.1 KM 0670751.8 |
 NH1039| DF7571 FORT HILL RM 3                        7.458 METERS 07622     |
 NH1039| CI8707 FORT HILL AZ MK                                    0880847.5 |
 NH1039| NH1041 IVANHOE PRIVATE WATER CO TANK       APPROX. 8.4 KM 1493324.2 |
 NH1039| CI8708 FORT HILL RM 1                       25.876 METERS 17155     |
 NH1039| NH1062 LAKE ZURICH ATT MICROWAVE TWR       APPROX.15.6 KM 1782609.1 |
 NH1039| NH1052 VOLO NATL GAS CO RADIO MAST         APPROX. 4.6 KM 2401919.9 |
 NH1039| DF7573 FORT HILL AZ MK 2                                  2710527.1 |
 NH1039| CI8709 FORT HILL RM 2                       25.616 METERS 27433     |
 NH1039| DF7572 FORT HILL RM 4                       20.032 METERS 27609     |
 NH1039|---------------------------------------------------------------------|
 NH1039
 NH1039                          SUPERSEDED SURVEY CONTROL
 NH1039
 NH1039  NAD 83(1997)-  42 19 41.07474(N)    088 05 50.81655(W) AD(       ) 3
 NH1039  NAD 83(1997)-  42 19 41.07482(N)    088 05 50.82560(W) AD(       ) 3
 NH1039  NAD 83(1986)-  42 19 41.07445(N)    088 05 50.82924(W) AD(       ) 3
 NH1039  NAD 27      -  42 19 40.99750(N)    088 05 50.53130(W) AD(       ) 3
 NH1039
 NH1039.Superseded values are not recommended for survey control.
 NH1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1039.See file dsdata.txt to determine how the superseded data were derived.
 NH1039
 NH1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0958086786(NAD 83)
 NH1039_MARKER: DS = TRIANGULATION STATION DISK
 NH1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1039_STAMPING: FORT HILLL 1954
 NH1039_MARK LOGO: CGS   
 NH1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1039+STABILITY: SURFACE MOTION
 NH1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1039+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 NH1039
 NH1039  HISTORY     - Date     Condition        Report By
 NH1039  HISTORY     - 1954     MONUMENTED       CGS
 NH1039  HISTORY     - 1963     GOOD             ILHD
 NH1039  HISTORY     - 1966     GOOD             CGS
 NH1039  HISTORY     - 1973     GOOD             BRADY
 NH1039  HISTORY     - 1975     GOOD             ALSTER
 NH1039  HISTORY     - 1976     GOOD             NGS
 NH1039  HISTORY     - 19820615 GOOD             NGS
 NH1039  HISTORY     - 1987     GOOD             USPSQD
 NH1039  HISTORY     - 1989     GOOD             USPSQD
 NH1039  HISTORY     - 19940519 GOOD             USPSQD
 NH1039  HISTORY     - 19981211 GOOD             USPSQD
 NH1039  HISTORY     - 20060422 GOOD             USPSQD
 NH1039
 NH1039                          STATION DESCRIPTION
 NH1039
 NH1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1039'STATION IS LOCATED ABOUT 4 MILES EAST OF VOLO AND ABOUT 3
 NH1039'MILES SOUTHWEST OF GRAYS LAKE.  IT IS 27 FEET SOUTH OF THE
 NH1039'CENTER OF A GRAVEL ROAD, 9 FEET SOUTHWEST OF A FENCE CORNER
 NH1039'POST AND 7 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 NH1039'IS FLUSH AND THE DISK IS STAMPED FORT HILL 1954.
 NH1039'
 NH1039'REFERENCE MARK NO. 1 IS 18 FEET NORTHWEST OF AN 8 INCH WALNUT
 NH1039'TREE AND 1 FOOT WEST OF A FENCE LINE.  THE MARK IS FLUSH
 NH1039'AND THE DISK IS STAMPED FORT HILL NO 1 1954.
 NH1039'
 NH1039'REFERENCE MARK NO. 2 IS 91 FEET WEST OF A WHITE WITNESS POST
 NH1039'AND 22 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.  THE MARK
 NH1039'IS FLUSH AND THE DISK IS STAMPED FORT HILL NO 2 1954.
 NH1039'
 NH1039'AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 NH1039'8 FEET WEST OF A TWIN WILD CHERRY TREE AND 2 FEET WEST OF
 NH1039'A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 NH1039'DISK IS STAMPED FORT HILL 1954.
 NH1039'
 NH1039'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 120,
 NH1039'59A AND U.S. HIGHWAY 12, GO EAST ON HIGHWAYS 120 AND 59A
 NH1039'FOR 0.5 MILE TO ROAD FORK, TAKE LEFT FORK (HIGHWAY 120) FOR
 NH1039'2.45 MILES TO A CEMETERY ON THE LEFT, CONTINUE ON HIGHWAY 120
 NH1039'FOR 0.3 MILE TO A T-ROAD RIGHT, GO SOUTH ON BLACKTOP ROAD FOR
 NH1039'0.65 MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON GRAVEL ROAD
 NH1039'FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE
 NH1039'EAST ON GRAVEL ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 NH1039'LEFT AS DESCRIBED.
 NH1039'
 NH1039'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1039
 NH1039                          STATION RECOVERY (1963)
 NH1039
 NH1039'RECOVERY NOTE BY IL HIGHWAY DEPT 1963 (HB)
 NH1039'STATION, R.M. 1 AND R.M. 2, AZIMUTH MARK, HAVE BEEN RECOVERED
 NH1039'IN GOOD CONDITION.  DELETE WHITE WITNESS POST FROM DESCRIPTION -
 NH1039'IT HAS BEEN REMOVED.
 NH1039
 NH1039                          STATION RECOVERY (1966)
 NH1039
 NH1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1039'THE STATION, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED
 NH1039'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2
 NH1039'WAS NOT FOUND AND IS ASSUMED LOST.  REFERENCE MARK 3 WAS
 NH1039'ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION TO REFERENCE
 NH1039'MARK 1 CHECKED.  THE PREVIOUS DESCRIPTION WITH THE BELOW
 NH1039'CHANGES IS GOOD.
 NH1039'
 NH1039'THE T-ROAD MENTIONED IN THE DESCRIPTION IS BACON ROAD AND
 NH1039'THE STATION IS ON THE RIGHT OF THE GRAVELED ROAD INSTEAD OF THE
 NH1039'STATION.
 NH1039'
 NH1039'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION.
 NH1039'
 NH1039'REFERENCE MARK 1 IS NOW 2 INCHES BELOW THE SURFACE OF THE
 NH1039'GROUND.
 NH1039'
 NH1039'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 NH1039'
 NH1039'REFERENCE MARK 3 IS 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NH1039'17 FEET EAST OF THE FENCE CORNER AND 1 FOOT NORTH OF A FENCE
 NH1039'LINE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NH1039'FORT HILL 1954 NO 3 1966.
 NH1039'
 NH1039'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1039'
 NH1039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NH1039'SOUTHWEST OF GRAYS LAKE
 NH1039
 NH1039                          STATION RECOVERY (1973)
 NH1039
 NH1039'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (JJ)
 NH1039'FORT HILL 1954-GOOD
 NH1039'
 NH1039'FORT HILL 1954 (AZIM)-GOOD
 NH1039'
 NH1039'FORT HILL NO 1 1954-GOOD
 NH1039'
 NH1039'FORT HILL NO 2 1954-DID NOT FIND (SEARCH NOT THOROUGH)
 NH1039
 NH1039                          STATION RECOVERY (1975)
 NH1039
 NH1039'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (LC)
 NH1039'FORT HILL 1954-GOOD--
 NH1039'
 NH1039'FORT HILL NO 1 1954-GOOD--
 NH1039'
 NH1039'FORT HILL NO 2 1954-NOT FOUND-AREA HAS BEEN GRADED
 NH1039'
 NH1039'FORT HILL 1954 AZ MK-GOOD--
 NH1039'
 NH1039'SIGHT TO AZ MK IS BLOCKED FROM GROUND BY BRUSH ROUND LAKE
 NH1039'MUNI TANK IS VISIBLE FROM GROUND
 NH1039
 NH1039                          STATION RECOVERY (1976)
 NH1039
 NH1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NH1039'STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE FOUND
 NH1039'IN GOOD CONDITION, HOWEVER THE AZIMUTH MARK AND REFERENCE MARK 3
 NH1039'WERE FOUND TO BE OBSTRUCTED.  REFERENCE MARK 4 AND AZIMUTH MARK 2
 NH1039'WERE ESTABLISHED AT THIS TIME.  THE DIRECTION TO REFERENCE MARK 1
 NH1039'WAS LESS BY 1 MINUTE 49 SECONDS.  THE DISTANCE CHECKED REFERENCE
 NH1039'MARK 1.  THE ANGLE BETWEEN THE WATER TANKS CHECKED.  A NEW
 NH1039'DESCRIPTION FOLLOWS.
 NH1039'
 NH1039'STATION IS 29 FEET SOUTH OF THE CENTERLINE OF TOWN LINE ROAD, 9 FEET
 NH1039'SOUTHWEST OF A FENCE CORNER, 7 FEET WEST OF A FENCE LINE AND 1 FOOT
 NH1039'WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 NH1039'IS STAMPED FORT HILL 1954.
 NH1039'
 NH1039'TO REACH THE STATION FROM THE POST OFFICE IN ROUND LAKE, GO WEST ON
 NH1039'NIPPERSINK ROAD FOR 0.2 MILE TO WHERE NIPPERSINK ROAD CONTINUES
 NH1039'AHEAD AND CEDAR ROAD GOES LEFT.  BEAR LEFT ON CEDAR ROAD AND GO
 NH1039'SOUTH FOR 1.0 MILE TO THE INTERSECTION WITH STATE HIGHWAY 120.
 NH1039'TURN RIGHT AND GO WEST ON THE HIGHWAY FOR 0.25 MILE TO A SIDE ROAD
 NH1039'LEFT (BACON ROAD).  TURN LEFT AND GO SOUTH ON BACON ROAD FOR 0.65
 NH1039'MILE TO A CROSSROAD AND AZI 2 IN THE SOUTHEAST ANGLE OF THE
 NH1039'CROSSROAD.  TURN LEFT AND GO EAST ON TOWN LINE ROAD FOR 0.25 MILE
 NH1039'AND THE STATION ON THE RIGHT AS DESCRIBED ABOVE.
 NH1039'
 NH1039'REFERENCE MARK 1 IS 18 FEET NORTHWEST OF A WALNUT TREE, 1 FOOT NORTH
 NH1039'OF A METAL WITNESS POST AND 0.5 FOOT WEST OF A FENCE LINE.  THE
 NH1039'MONUMENT IS FLUSH AND THE DISK STAMPED FORT HILL NO 1 1954.
 NH1039'
 NH1039'REFERENCE MARK 3 IS 21 FEET SOUTH OF CENTERLINE OF TOWN LINE ROAD,
 NH1039'1 FOOT NORTH OF FENCE LINE AND 17 FEET EAST OF FENCE CORNER.  THE
 NH1039'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FORT HILL 1954
 NH1039'NO 3 1966.
 NH1039'
 NH1039'REFERENCE MARK 4 IS 74 FEET WEST OF THE FENCE CORNER, 22 FEET SOUTH
 NH1039'OF THE CENTERLINE OF TOWN LINE ROAD AND 1 FOOT NORTHEAST OF A METAL
 NH1039'WITNESS POST.  THE MONUMENT IS A 3 FOOT PRE-CAST ALUMINUM MONUMENT
 NH1039'WITH 3 MAGNETS ATTACHED.  THE DISK IS STAMPED FORT HILL 1954 NO 4
 NH1039'1976.
 NH1039'
 NH1039'AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF TOWN LINE ROAD, 1
 NH1039'FOOT WEST OF A METAL WITNESS POST AND 10 FEET WEST OF A WILD CHERRY
 NH1039'TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED FORT
 NH1039'HILL 1954.
 NH1039'
 NH1039'AZI 2 IS 60 FEET EAST OF THE CENTERLINE OF BACON ROAD, 19 FEET SOUTH
 NH1039'OF TOWN LINE ROAD AND 2 FEET EAST OF A METAL WITNESS POST.  THE
 NH1039'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED FORT HILL 1954 AZI
 NH1039'2 1976.
 NH1039'
 NH1039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 NH1039'OF GRAYS LAKE.
 NH1039'
 NH1039'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1039
 NH1039                          STATION RECOVERY (1982)
 NH1039
 NH1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NH1039'THE STATION MARK, RMS 1 AND 3 AND THE AZ MKS 1 AND 2 WERE RECOVERED IN
 NH1039'GOOD CONDITION AS DESCRIBED.  AZ MK 1 WILL NOT SEE STATION DUE TO
 NH1039'TREES AND BUSH ON LINE.  DUE TO THE AMOUNT OF BRUSH ON LINE TO THE
 NH1039'RMS, NO ANGLE CHECK OR DISTANCE WAS MADE AT THIS TIME.  IT WAS
 NH1039'REQUESTED A POLARIS OBSERVATION TO AZ MK 2 AND THIS WAS ALL THAT WAS
 NH1039'DONE AT THIS TIME.  THE TO REACH FOR THIS STATION IS STILL ADEQUATE.
 NH1039
 NH1039                          STATION RECOVERY (1987)
 NH1039
 NH1039'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH1039'RECOVERED IN GOOD CONDITION.
 NH1039
 NH1039                          STATION RECOVERY (1989)
 NH1039
 NH1039'RECOVERY NOTE BY US POWER SQUADRON 1989 (FC)
 NH1039'RECOVERED IN GOOD CONDITION.
 NH1039
 NH1039                          STATION RECOVERY (1994)
 NH1039
 NH1039'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1039'RECOVERED IN GOOD CONDITION.
 NH1039
 NH1039                          STATION RECOVERY (1998)
 NH1039
 NH1039'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1039'RECOVERED IN GOOD CONDITION.
 NH1039
 NH1039                          STATION RECOVERY (2006)
 NH1039
 NH1039'RECOVERY NOTE BY US POWER SQUADRON 2006 (HC)
 NH1039'RECOVERED IN CORRECT LOCATION.  WAS BURIED ABOUT 6 INCHES BELOW GROUND
 NH1039'SURFACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0516 ***********************************************************************
 NG0516  DESIGNATION -  FORT SHERIDAN TOWER
 NG0516  PID         -  NG0516
 NG0516  STATE/COUNTY-  IL/LAKE
 NG0516  USGS QUAD   -  HIGHLAND PARK (1993)
 NG0516
 NG0516                         *CURRENT SURVEY CONTROL
 NG0516  ___________________________________________________________________
 NG0516* NAD 83(1997)-  42 12 59.53967(N)    087 48 43.09480(W)     ADJUSTED  
 NG0516* NAVD 88     -                                                        
 NG0516  ___________________________________________________________________
 NG0516  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 NG0516  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NG0516
 NG0516  HORZ ORDER  -  THIRD
 NG0516
 NG0516.The horizontal coordinates were established by classical geodetic methods
 NG0516.and adjusted by the National Geodetic Survey in October 1999..
 NG0516
 NG0516
 NG0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0516
 NG0516.The geoid height was determined by GEOID03.
 NG0516
 NG0516;                    North         East     Units Scale Factor Converg.
 NG0516;SPC IL E     -   616,285.742   343,047.513   MT  0.99999779   +0 21 01.2
 NG0516;SPC IL E     - 2,021,930.81  1,125,481.72   sFT  0.99999779   +0 21 01.2
 NG0516;UTM  16      - 4,674,137.827   432,982.754   MT  0.99965526   -0 32 44.2
 NG0516
 NG0516                          SUPERSEDED SURVEY CONTROL
 NG0516
 NG0516  NAD 83(1997)-  42 12 59.53967(N)    087 48 43.09481(W) AD(       ) 4
 NG0516  NAD 83(1997)-  42 12 59.53496(N)    087 48 43.10260(W) AD(       ) 4
 NG0516  NAD 83(1986)-  42 12 59.54413(N)    087 48 43.11548(W) AD(       ) 4
 NG0516  NAD 27      -  42 12 59.47100(N)    087 48 42.88300(W) AD(       ) 3
 NG0516
 NG0516.Superseded values are not recommended for survey control.
 NG0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0516.See file dsdata.txt to determine how the superseded data were derived.
 NG0516
 NG0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3298374138(NAD 83)
 NG0516_MARKER: 55 = TOWER
 NG0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0516+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 NG0516
 NG0516  HISTORY     - Date     Condition        Report By
 NG0516  HISTORY     - 1944     FIRST OBSERVED   CGS
 NG0516  HISTORY     - 1976     GOOD             NGS
 NG0516  HISTORY     - 19901125 GOOD             USPSQD
 NG0516  HISTORY     - 19931002 GOOD             USPSQD
 NG0516  HISTORY     - 19960503 GOOD             USPSQD
 NG0516  HISTORY     - 20021216 GOOD             USPSQD
 NG0516
 NG0516                          STATION DESCRIPTION
 NG0516
 NG0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 NG0516'STATION IS LOCATED NEAR THE CENTER OF FORT SHERIDAN, ON BUILDING 49,
 NG0516'AT THE INTERSECTION
 NG0516'OF LEONARD WOOD DRIVE AND RONAN ROAD.
 NG0516'
 NG0516'THE TOWER WAS BUILT IN 1891.  IT IS OF YELLOW BRICK CONSTRUCTION,
 NG0516'SQUARE IN SHAPE
 NG0516'BUT NARROWING GRADUALLY TOWARD A FOUR-SIDED
 NG0516'ROOF WITH A PEAK IN THE CENTER AT
 NG0516'THE TOP.  INSIDE THE TOWER, ABOUT
 NG0516'80 FEET ABOVE STREET LEVEL, IS A WATER TANK.  THE
 NG0516'TANK IS 20 FEET
 NG0516'IN DIAMETER AND 40 FEET IN HEIGHT.  THE PEAK OF THE ROOF WAS THE
 NG0516'POINT SIGHTED
 NG0516'UPON.
 NG0516
 NG0516                          STATION RECOVERY (1976)
 NG0516
 NG0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 NG0516'STATION RECOVERED AS DESCRIBED.
 NG0516'
 NG0516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT SHERIDAN,
 NG0516'ILLINOIS.
 NG0516
 NG0516                          STATION RECOVERY (1990)
 NG0516
 NG0516'RECOVERY NOTE BY US POWER SQUADRON 1990 (REH)
 NG0516'RECOVERED IN GOOD CONDITION.
 NG0516
 NG0516                          STATION RECOVERY (1993)
 NG0516
 NG0516'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 NG0516'RECOVERED IN GOOD CONDITION.
 NG0516
 NG0516                          STATION RECOVERY (1996)
 NG0516
 NG0516'RECOVERY NOTE BY US POWER SQUADRON 1996
 NG0516'RECOVERED IN GOOD CONDITION.
 NG0516
 NG0516                          STATION RECOVERY (2002)
 NG0516
 NG0516'RECOVERY NOTE BY US POWER SQUADRON 2002 (EFU)
 NG0516'GPS COORDINATES=LAT.42 DEG.S 12' 59''LONG.) 087DEG.S 48'43''
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0789 ***********************************************************************
 LC0789  DESIGNATION -  FOSEN
 LC0789  PID         -  LC0789
 LC0789  STATE/COUNTY-  IL/LIVINGSTON
 LC0789  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0789
 LC0789                         *CURRENT SURVEY CONTROL
 LC0789  ___________________________________________________________________
 LC0789* NAD 83(1997)-  40 58 26.16275(N)    088 33 06.31669(W)     ADJUSTED  
 LC0789* NAVD 88     -       232.796  (meters)     763.76   (feet)  ADJUSTED  
 LC0789  ___________________________________________________________________
 LC0789  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LC0789  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC0789  DYNAMIC HT  -         232.699 (meters)     763.45  (feet)  COMP
 LC0789  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 LC0789
 LC0789  HORZ ORDER  -  SECOND
 LC0789  VERT ORDER  -  SECOND    CLASS 0
 LC0789
 LC0789.The horizontal coordinates were established by classical geodetic methods
 LC0789.and adjusted by the National Geodetic Survey in October 1999..
 LC0789
 LC0789.The orthometric height was determined by differential leveling
 LC0789.and adjusted by the National Geodetic Survey in June 1991..
 LC0789
 LC0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0789
 LC0789.The geoid height was determined by GEOID03.
 LC0789
 LC0789.The dynamic height is computed by dividing the NAVD 88
 LC0789.geopotential number by the normal gravity value computed on the
 LC0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0789.degrees latitude (g = 980.6199 gals.).
 LC0789
 LC0789.The modeled gravity was interpolated from observed gravity values.
 LC0789
 LC0789;                    North         East     Units Scale Factor Converg.
 LC0789;SPC IL E     -   478,170.133   281,616.299   MT  0.99997916   -0 08 35.6
 LC0789;SPC IL E     - 1,568,796.51    923,936.14   sFT  0.99997916   -0 08 35.6
 LC0789;UTM  16      - 4,537,022.947   369,441.390   MT  0.99980979   -1 01 03.6
 LC0789
 LC0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0789!SPC IL E     -   0.99996853  x   0.99997916  =   0.99994769
 LC0789!UTM  16      -   0.99996853  x   0.99980979  =   0.99977833
 LC0789
 LC0789|---------------------------------------------------------------------|
 LC0789| PID    Reference Object                     Distance      Geod. Az  |
 LC0789|                                                           dddmmss.s |
 LC0789| LC0790 FOSEN RM 2                           15.811 METERS 02042     |
 LC0789| LC0787 FOSEN AZ MK                                        2133528.9 |
 LC0789| LC0788 FOSEN RM 1                           16.503 METERS 22804     |
 LC0789|---------------------------------------------------------------------|
 LC0789
 LC0789                          SUPERSEDED SURVEY CONTROL
 LC0789
 LC0789  NAD 83(1986)-  40 58 26.17275(N)    088 33 06.32222(W) AD(       ) 2
 LC0789  NAD 27      -  40 58 26.05840(N)    088 33 06.11600(W) AD(       ) 2
 LC0789  NGVD 29 (??/??/92)  232.859  (m)          763.97   (f) ADJ UNCH    2 0
 LC0789
 LC0789.Superseded values are not recommended for survey control.
 LC0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0789.See file dsdata.txt to determine how the superseded data were derived.
 LC0789
 LC0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6944137023(NAD 83)
 LC0789_MARKER: DE = TRAVERSE STATION DISK
 LC0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0789_STAMPING: FOSEN 1960
 LC0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0789+STABILITY: SURFACE MOTION
 LC0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0789+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 LC0789
 LC0789  HISTORY     - Date     Condition        Report By
 LC0789  HISTORY     - 1961     MONUMENTED       CGS
 LC0789  HISTORY     - 1961     GOOD             NGS
 LC0789  HISTORY     - 1970     GOOD             ILDT
 LC0789  HISTORY     - 20010410 GOOD             JCLS
 LC0789  HISTORY     - 20010418 GOOD             JCLS
 LC0789
 LC0789                          STATION DESCRIPTION
 LC0789
 LC0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC0789'STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF PONTIAC,
 LC0789'ABOUT 2-1/2 MILES SOUTHWEST OF ODELL, ABOUT 1/4 MILE SOUTHWEST
 LC0789'OF CROSSROAD AND BRIDGE OVER RAILROAD TRACKS AND IN THE WEST
 LC0789'EDGE OF PASTURE ON HIGHEST POINT.
 LC0789'
 LC0789'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 LC0789'AND ODELL ROAD IN THE WEST EDGE OF ODELL, GO SOUTHERLY ON
 LC0789'U.S. HIGHWAY 66 FOR 2.5 MILES TO A CROSSROAD, TURN LEFT
 LC0789'ACROSS WOODEN BRIDGE AND GO 0.1 MILE TO A SIDE ROAD RIGHT,
 LC0789'TURN RIGHT THROUGH CATTLE GUARD AND GO SOUTHERLY 0.15 MILE
 LC0789'TO GATE IN FENCE, LEAVE ROAD AND GO SOUTHWESTERLY IN PASTURE
 LC0789'ALONG WEST SIDE OF TREES FOR 0.05 MILE TO STATION ON RIGHT
 LC0789'AT HIGHEST POINT.
 LC0789'
 LC0789'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED FOSEN 1960,
 LC0789'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LC0789'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 LC0789'136 FEET WEST OF THE CENTER OF WATER WELL WHICH HAS A PUMP,
 LC0789'56.4 FEET WEST OF A POWER POLE NO. 215 AND 13.5 FEET SOUTHEAST
 LC0789'OF THE WITNESS POST AND FENCE.
 LC0789'
 LC0789'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK STAMPED FOSEN
 LC0789'NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC0789'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC0789'MARK IS 101.5 FEET WEST-SOUTH WEST OF A POWER POLE NO. 215,
 LC0789'52.7 FEET SOUTHWEST OF THE WITNESS POST AND 1 FOOT SOUTHEAST
 LC0789'OF THE FENCE.
 LC0789'
 LC0789'REFERENCE MARK 2, IS A STANDARD REFERENCE MARK DISK STAMPED
 LC0789'FOSEN NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC0789'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC0789'MARK IS 63.5 FEET NORTHWEST OF A POWER POLE NO. 215, 50.5
 LC0789'FEET NORTHEAST OF THE WITNESS POST AND 1 FOOT SOUTHEAST OF
 LC0789'THE FENCE.
 LC0789'
 LC0789'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED FOSEN 1960, IS SET
 LC0789'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LC0789'THE SURFACE OF THE GROUND.  THE MARK IS 58 FEET NORTHEAST OF A
 LC0789'POWER POLE NO. 205, 24.5 FEET SOUTHEAST OF A 24 INCH TREE, 9 FEET
 LC0789'SOUTHEAST OF THE CENTER OF A SINGLE LANE ROAD, 2.1 FEET
 LC0789'NORTHEAST OF THE WITNESS POST AND 1.6 FEET NORTH OF THE FENCE.
 LC0789'
 LC0789'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 LC0789'ALONG ELECTRICAL HIGH LINE FOR 0.25 MILE TO AZIMUTH MARK
 LC0789'ON LEFT AS DESCRIBED.
 LC0789'
 LC0789'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC0789
 LC0789                          STATION RECOVERY (1961)
 LC0789
 LC0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0789'3.1 MI SW FROM ODELL.
 LC0789'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF
 LC0789'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 2.4 MILES
 LC0789'SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.1 MILE EAST AND
 LC0789'NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.15 MILE SOUTHWEST ALONG
 LC0789'A PRIVATE ROAD, THENCE 0.1 MILE SOUTHWEST ALONG THE GULF MOBILE
 LC0789'AND OHIO RAIL ROAD RIGHT-OF-WAY ON THE TOP OF A CUT SOUTHEAST
 LC0789'OF THE TRACK, 35 YARDS SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LC0789'NORTH BOUND TRACK OF THE GULF MOBILE AND OHIO RAIL ROAD, 13 FEET
 LC0789'SOUTHEAST OF THE FENCE, 56.5 FEET WEST OF A TRIANGLE BLAZED
 LC0789'POWER POLE, 13 FEET SOUTHEAST OF A METAL WITNESS POST AND SET IN
 LC0789'THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC0789'OF THE GROUND.
 LC0789
 LC0789                          STATION RECOVERY (1970)
 LC0789
 LC0789'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (JKK)
 LC0789'FOSEN 1960-GOOD DESCRIPTION IS O.K.
 LC0789'
 LC0789'FOSEN NO. 1 1960-GOOD DESCRIPTION IS O.K.
 LC0789'
 LC0789'FOSEN NO. 2 1960-GOOD DESCRIPTION IS O.K.
 LC0789'
 LC0789'FOSEN 1960-AZI. MK. WAS NOT CHECKED.
 LC0789
 LC0789                          STATION RECOVERY (2001)
 LC0789
 LC0789'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 LC0789'RECOVERED IN GOOD CONDITION.
 LC0789
 LC0789                          STATION RECOVERY (2001)
 LC0789
 LC0789'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 LC0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0787 ***********************************************************************
 LC0787  DESIGNATION -  FOSEN AZ MK
 LC0787  PID         -  LC0787
 LC0787  STATE/COUNTY-  IL/LIVINGSTON
 LC0787  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0787
 LC0787                         *CURRENT SURVEY CONTROL
 LC0787  ___________________________________________________________________
 LC0787* NAD 83(1986)-  40 58 12.     (N)    088 33 17.     (W)     SCALED    
 LC0787* NAVD 88     -       225.746  (meters)     740.63   (feet)  ADJUSTED  
 LC0787  ___________________________________________________________________
 LC0787  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LC0787  DYNAMIC HT  -         225.651 (meters)     740.32  (feet)  COMP
 LC0787  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 LC0787
 LC0787  VERT ORDER  -  SECOND    CLASS 0
 LC0787
 LC0787.The horizontal coordinates were scaled from a topographic map and have
 LC0787.an estimated accuracy of +/- 6 seconds.
 LC0787
 LC0787.The orthometric height was determined by differential leveling
 LC0787.and adjusted by the National Geodetic Survey in June 1991..
 LC0787
 LC0787.The geoid height was determined by GEOID03.
 LC0787
 LC0787.The dynamic height is computed by dividing the NAVD 88
 LC0787.geopotential number by the normal gravity value computed on the
 LC0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0787.degrees latitude (g = 980.6199 gals.).
 LC0787
 LC0787.The modeled gravity was interpolated from observed gravity values.
 LC0787
 LC0787;                    North         East    Units  Estimated Accuracy
 LC0787;SPC IL E     -   477,730.      281,370.      MT  (+/- 180 meters Scaled)
 LC0787
 LC0787                          SUPERSEDED SURVEY CONTROL
 LC0787
 LC0787  NGVD 29 (??/??/92)  225.809  (m)          740.84   (f) ADJ UNCH    2 0
 LC0787
 LC0787.Superseded values are not recommended for survey control.
 LC0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0787.See file dsdata.txt to determine how the superseded data were derived.
 LC0787
 LC0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL691365(NAD 83)
 LC0787_MARKER: DB = BENCH MARK DISK
 LC0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0787_STAMPING: FOSEN 1960
 LC0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0787+STABILITY: SURFACE MOTION
 LC0787
 LC0787  HISTORY     - Date     Condition        Report By
 LC0787  HISTORY     - 1960     MONUMENTED       CGS
 LC0787  HISTORY     - 1961     GOOD             NGS
 LC0787
 LC0787                          STATION DESCRIPTION
 LC0787
 LC0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0787'3.4 MI SW FROM ODELL.
 LC0787'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 LC0787'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 2.4 MILES
 LC0787'SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.10 MILES EAST AND
 LC0787'NORTHEAST ALONG A GRAVEL ROAD, THENCE 0.15 MILE SOUTHWEST ALONG
 LC0787'A PRIVATE DRIVE, THENCE 0.35 MILES SOUTHWEST ALONG THE GULF,
 LC0787'MOBILE AND OHIO RAIL ROAD RIGHT OF WAY AND A PRIVATE DRIVE, 9 FEET
 LC0787'SOUTHEAST OF THE CENTER LINE OF THE PRIVATE DRIVE, 1 FOOT NORTHEAST
 LC0787'OF THE FENCE, 24 FEET SOUTHEAST OF A 14 INCH APPLE TREE, 29 FEET
 LC0787'WEST OF A FENCE CORNER, 58 FEET NORTHEAST OF A POWER POLE, 1.9
 LC0787'FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 LC0787'OF THE PRIVATE DRIVE, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LC0787'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0788 ***********************************************************************
 LC0788  DESIGNATION -  FOSEN RM 1
 LC0788  PID         -  LC0788
 LC0788  STATE/COUNTY-  IL/LIVINGSTON
 LC0788  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0788
 LC0788                         *CURRENT SURVEY CONTROL
 LC0788  ___________________________________________________________________
 LC0788* NAD 83(1986)-  40 58 26.     (N)    088 33 06.     (W)     SCALED    
 LC0788* NAVD 88     -       231.504  (meters)     759.53   (feet)  ADJUSTED  
 LC0788  ___________________________________________________________________
 LC0788  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC0788  DYNAMIC HT  -         231.407 (meters)     759.21  (feet)  COMP
 LC0788  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 LC0788
 LC0788  VERT ORDER  -  SECOND    CLASS 0
 LC0788
 LC0788.The horizontal coordinates were scaled from a topographic map and have
 LC0788.an estimated accuracy of +/- 6 seconds.
 LC0788
 LC0788.The orthometric height was determined by differential leveling
 LC0788.and adjusted by the National Geodetic Survey in June 1991..
 LC0788
 LC0788.The geoid height was determined by GEOID03.
 LC0788
 LC0788.The dynamic height is computed by dividing the NAVD 88
 LC0788.geopotential number by the normal gravity value computed on the
 LC0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0788.degrees latitude (g = 980.6199 gals.).
 LC0788
 LC0788.The modeled gravity was interpolated from observed gravity values.
 LC0788
 LC0788;                    North         East    Units  Estimated Accuracy
 LC0788;SPC IL E     -   478,170.      281,620.      MT  (+/- 180 meters Scaled)
 LC0788
 LC0788                          SUPERSEDED SURVEY CONTROL
 LC0788
 LC0788  NGVD 29 (??/??/92)  231.567  (m)          759.73   (f) ADJ UNCH    2 0
 LC0788
 LC0788.Superseded values are not recommended for survey control.
 LC0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0788.See file dsdata.txt to determine how the superseded data were derived.
 LC0788
 LC0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL694370(NAD 83)
 LC0788_MARKER: DB = BENCH MARK DISK
 LC0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0788_STAMPING: FOSEN NO 1 1960
 LC0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0788+STABILITY: SURFACE MOTION
 LC0788
 LC0788  HISTORY     - Date     Condition        Report By
 LC0788  HISTORY     - 1960     MONUMENTED       CGS
 LC0788  HISTORY     - 1961     GOOD             NGS
 LC0788
 LC0788                          STATION DESCRIPTION
 LC0788
 LC0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0788'3.1 MI SW FROM ODELL.
 LC0788'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 LC0788'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 2.4 MILES
 LC0788'SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.10 MILES EAST AND
 LC0788'NORTHEAST ALONG A GRAVEL ROAD, THENCE 0.15 MILES SOUTHWEST ALONG
 LC0788'A PRIVATE ROAD, THENCE 0.10 MILES SOUTHWEST ALONG THE GULF,
 LC0788'MOBILE AND OHIO RAIL ROAD RIGHT OF WAY ON THE TOP OF A CUT
 LC0788'SOUTHEAST OF THE TRACK, 30 YARDS SOUTHEAST OF THE SOUTHEAST RAIL
 LC0788'OF THE NORTHBOUND TRACK OF THE GULF, MOBILE AND OHIO RAIL ROAD,
 LC0788'0.5 FEET SOUTHEAST OF THE FENCE, 101 FEET WEST-SOUTHWEST OF A
 LC0788'TRIANGLE BLAZED POWER POLE, 54 FEET SOUTHWEST OF TRAVERSE STATION
 LC0788'FOSEN, 52.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN
 LC0788'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0790 ***********************************************************************
 LC0790  DESIGNATION -  FOSEN RM 2
 LC0790  PID         -  LC0790
 LC0790  STATE/COUNTY-  IL/LIVINGSTON
 LC0790  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0790
 LC0790                         *CURRENT SURVEY CONTROL
 LC0790  ___________________________________________________________________
 LC0790* NAD 83(1986)-  40 58 26.     (N)    088 33 06.     (W)     SCALED    
 LC0790* NAVD 88     -       231.631  (meters)     759.94   (feet)  ADJUSTED  
 LC0790  ___________________________________________________________________
 LC0790  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC0790  DYNAMIC HT  -         231.534 (meters)     759.62  (feet)  COMP
 LC0790  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 LC0790
 LC0790  VERT ORDER  -  SECOND    CLASS 0
 LC0790
 LC0790.The horizontal coordinates were scaled from a topographic map and have
 LC0790.an estimated accuracy of +/- 6 seconds.
 LC0790
 LC0790.The orthometric height was determined by differential leveling
 LC0790.and adjusted by the National Geodetic Survey in June 1991..
 LC0790
 LC0790.The geoid height was determined by GEOID03.
 LC0790
 LC0790.The dynamic height is computed by dividing the NAVD 88
 LC0790.geopotential number by the normal gravity value computed on the
 LC0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0790.degrees latitude (g = 980.6199 gals.).
 LC0790
 LC0790.The modeled gravity was interpolated from observed gravity values.
 LC0790
 LC0790;                    North         East    Units  Estimated Accuracy
 LC0790;SPC IL E     -   478,170.      281,620.      MT  (+/- 180 meters Scaled)
 LC0790
 LC0790                          SUPERSEDED SURVEY CONTROL
 LC0790
 LC0790  NGVD 29 (??/??/92)  231.694  (m)          760.15   (f) ADJ UNCH    2 0
 LC0790
 LC0790.Superseded values are not recommended for survey control.
 LC0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0790.See file dsdata.txt to determine how the superseded data were derived.
 LC0790
 LC0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL694370(NAD 83)
 LC0790_MARKER: DR = REFERENCE MARK DISK
 LC0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0790_STAMPING: FOSEN NO 2 1960
 LC0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0790+STABILITY: SURFACE MOTION
 LC0790
 LC0790  HISTORY     - Date     Condition        Report By
 LC0790  HISTORY     - 1960     MONUMENTED       CGS
 LC0790  HISTORY     - 1961     GOOD             NGS
 LC0790
 LC0790                          STATION DESCRIPTION
 LC0790
 LC0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0790'3.1 MI SW FROM ODELL.
 LC0790'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 LC0790'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 2.4 MILES
 LC0790'SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.10 MILES EAST AND
 LC0790'NORTHEAST ALONG A GRAVEL ROAD, THENCE 0.15 MILES SOUTHWEST ALONG
 LC0790'A PRIVATE ROAD, THENCE 0.10 MILES SOUTHWEST ALONG THE GULF,
 LC0790'MOBILE AND OHIO RAIL ROAD RIGHT OF WAY ON THE TOP OF A CUT SOUTHEAST
 LC0790'OF THE TRACK, 30 YARDS SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LC0790'NORTHBOUND TRACK OF THE GULF, MOBILE AND OHIO RAIL ROAD, 0.5 FEET
 LC0790'SOUTHEAST OF THE FENCE, 63.5 FEET NORTHWEST OF A TRIANGLE BLAZED
 LC0790'POWER POLE, 52.1 FEET NORTHEAST OF TRAVERSE STATION FOSEN, 50.5
 LC0790'FEET NORTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP OF
 LC0790'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1891 ***********************************************************************
 LC1891  DESIGNATION -  FOSTER
 LC1891  PID         -  LC1891
 LC1891  STATE/COUNTY-  IL/WOODFORD
 LC1891  USGS QUAD   -  METAMORA (1977)
 LC1891
 LC1891                         *CURRENT SURVEY CONTROL
 LC1891  ___________________________________________________________________
 LC1891* NAD 83(1997)-  40 51 02.56063(N)    089 19 55.87944(W)     ADJUSTED  
 LC1891* NAVD 88     -       237.5    (meters)     779.     (feet)  GPS OBS   
 LC1891  ___________________________________________________________________
 LC1891  X           -      56,313.539 (meters)                     COMP
 LC1891  Y           -  -4,831,278.223 (meters)                     COMP
 LC1891  Z           -   4,150,030.822 (meters)                     COMP
 LC1891  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 LC1891  ELLIP HEIGHT-         204.89  (meters)          (02/03/05) GPS OBS
 LC1891  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LC1891
 LC1891  HORZ ORDER  -  FIRST
 LC1891  ELLP ORDER  -  FOURTH    CLASS II
 LC1891
 LC1891.The horizontal coordinates were established by GPS observations
 LC1891.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC1891
 LC1891.The orthometric height was determined by GPS observations and a
 LC1891.high-resolution geoid model.
 LC1891
 LC1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1891
 LC1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1891
 LC1891.The ellipsoidal height was determined by GPS observations
 LC1891.and is referenced to NAD 83.
 LC1891
 LC1891.The geoid height was determined by GEOID03.
 LC1891
 LC1891;                    North         East     Units Scale Factor Converg.
 LC1891;SPC IL W     -   464,782.790   770,363.356   MT  1.00000209   +0 32 45.0
 LC1891;SPC IL W     - 1,524,874.87  2,527,433.78   sFT  1.00000209   +0 32 45.0
 LC1891;UTM  16      - 4,524,802.640   303,409.525   MT  1.00007571   -1 31 33.4
 LC1891
 LC1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1891!SPC IL W     -   0.99996786  x   1.00000209  =   0.99996995
 LC1891!UTM  16      -   0.99996786  x   1.00007571  =   1.00004357
 LC1891
 LC1891|---------------------------------------------------------------------|
 LC1891| PID    Reference Object                     Distance      Geod. Az  |
 LC1891|                                                           dddmmss.s |
 LC1891| CI7424 FOSTER RM 1                          56.157 METERS 12754     |
 LC1891| LC1893 METAMORA ST MARY CATH CH SPIRE      APPROX. 7.1 KM 2044057.2 |
 LC1891| CI7423 FOSTER AZ MK                                       2252936.0 |
 LC1891| CI7425 FOSTER RM 2                          28.076 METERS 23120     |
 LC1891|---------------------------------------------------------------------|
 LC1891
 LC1891                          SUPERSEDED SURVEY CONTROL
 LC1891
 LC1891  ELLIP H (03/04/03)  204.90   (m)                       GP(       ) 4 2
 LC1891  NAD 83(1997)-  40 51 02.56138(N)    089 19 55.87980(W) AD(       ) 1
 LC1891  NAD 83(1986)-  40 51 02.57494(N)    089 19 55.88529(W) AD(       ) 1
 LC1891  NAD 27      -  40 51 02.44400(N)    089 19 55.57600(W) AD(       ) 1
 LC1891
 LC1891.Superseded values are not recommended for survey control.
 LC1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1891.See file dsdata.txt to determine how the superseded data were derived.
 LC1891
 LC1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0341024803(NAD 83)
 LC1891_MARKER: DS = TRIANGULATION STATION DISK
 LC1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1891+STABILITY: SURFACE MOTION
 LC1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1891+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC1891
 LC1891  HISTORY     - Date     Condition        Report By
 LC1891  HISTORY     - 1939     MONUMENTED       CGS
 LC1891  HISTORY     - 1968     GOOD             CGS
 LC1891  HISTORY     - 1969     GOOD             USGS
 LC1891  HISTORY     - 19981028 GOOD             USPSQD
 LC1891  HISTORY     - 20020121 GOOD             INDIV
 LC1891  HISTORY     - 200205   GOOD             ASCPC
 LC1891
 LC1891                          STATION DESCRIPTION
 LC1891
 LC1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1891'THE STATION IS LOCATED IN THE TOWN OF CAZENOVIA.  IN THE
 LC1891'SOUTHEAST CORNER OF SEC. 28, T. 28 N., R. 2 W..  ON LAND OWNED
 LC1891'BY MR. B.D. FOSTER.  84 FEET NORTH OF THE CENTER LINE OF THE
 LC1891'MAIN STREET.  52.4 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 LC1891'AND 27.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE B.D.
 LC1891'FOSTER GARAGE.  THE MARK, IS FLUSH WITH THE
 LC1891'SURFACE OF THE GROUND AND IS STAMPED FOSTER 1939.
 LC1891'
 LC1891'TO REACH THE STATION FROM THE RAILROAD STATION IN CAZENOVIA,
 LC1891'GO EAST ON THE GRAVEL STREET WHICH IS JUST SOUTH OF THE RAILROAD
 LC1891'STATION FOR ONE BLOCK TO THE FOSTER HOME ON THE LEFT, NORTH,
 LC1891'AND THE STATION.
 LC1891'
 LC1891'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1891'BRONZE DISKS SET IN CONCRETE.
 LC1891'
 LC1891'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SOUTHWEST OF THE
 LC1891'STATION IN THE WEST RIGHT-OF-WAY OF ILLINOIS STATE ROUTE NO. 89.
 LC1891'38 FEET WEST OF THE CENTER LINE OF ROUTE NO. 89.  AND 3 FEET
 LC1891'SOUTH OF A TELEPHONE POLE.  THE MARK, PROJECTS 3
 LC1891'INCHES ABOVE THE GROUND AND IS STAMPED FOSTER 1939.
 LC1891'
 LC1891'REFERENCE MARK NO. 1 IS 56.157 METERS, AND 184.57 FEET, SOUTHEAST
 LC1891'OF THE STATION, IN THE NORTHWEST CORNER OF THE SCHOOL-YARD.
 LC1891'32 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST STREET.
 LC1891'AND 3 FEET EAST OF THE SIDEWALK.  THE MARK, PROJECTS
 LC1891'2 INCHES ABOVE THE GROUND AND IS STAMPED FOSTER NO 1 1939.
 LC1891'
 LC1891'REFERENCE MARK NO. 2 IS 28.076 METERS, AND 92.10 FEET, SOUTHWEST
 LC1891'OF THE STATION.  24 FEET NORTH OF THE CENTER LINE OF THE
 LC1891'EAST-AND-WEST STREET.  3 FEET EAST OF A TELEPHONE POLE.  AND
 LC1891'1 FOOT NORTH OF THE SIDEWALK.  THE MARK PROJECTS
 LC1891'2 INCHES ABOVE THE GROUND AND IS STAMPED FOSTER NO 2 1939.
 LC1891'
 LC1891'THE AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 ARE
 LC1891'WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS WHICH PROJECT
 LC1891'APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 LC1891'
 LC1891'A 64-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 LC1891'
 LC1891'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LC1891
 LC1891                          STATION RECOVERY (1968)
 LC1891
 LC1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LC1891'THE STATION SITE WAS VISITED AND ALL MARKS WERE RECOVERED AND
 LC1891'FOUND TO BE IN GOOD CONDITION.  A SHED HAS BEEN BUILT 18 INCHES
 LC1891'SOUTHWEST OF THE STATION MARK AND BLOCKS THE LINE OF SIGHT
 LC1891'TO BOTH REFERENCE MARKS AND THE AZIMUTH MARK.  A NEW DESCRIPTION
 LC1891'FOLLOWS--
 LC1891'
 LC1891'THE STATION IS LOCATED IN THE SMALL TOWN OF CAZENOVIA, ON
 LC1891'PROPERTY OF MR. B.D. FOSTER AND ON THE WEST SIDE OF HIS AUTO REPAIR
 LC1891'SHOP.  MR. FOSTERS PROPERTY IS AT THE EAST SIDE OF THE POST
 LC1891'OFFICE IN CAZENOVIA.
 LC1891'
 LC1891'THE STATION MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1891'THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FOSTER 1939.
 LC1891'IT IS 26 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF CONCRETE
 LC1891'BLOCK GARAGE, 6.0 FEET SOUTHEAST OF THE NORTH CORNER OF SHINGLE
 LC1891'SHED ON CONCRETE BLOCK FOUNDATION AND 1.5 FEET NORTHEAST OF THE
 LC1891'NORTHEAST WALL OF THIS SHED.
 LC1891'
 LC1891'REFERENCE MARK 1 IS SET IN THE TOP OF 12 INCH SQUARE CONCRETE
 LC1891'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND AND THE DISK IS
 LC1891'STAMPED FOSTER NO 1 1939.  IT IS IN THE SOUTHEAST ANGLE OF THE
 LC1891'CROSS STREET THAT IS SOUTHEAST OF THE STATION, IN THE FRONT YARD
 LC1891'OF PURPLE SHINGLE HOUSE, 49 FEET SOUTHEAST OF THE CENTER OF
 LC1891'THE INTERSECTION, 41 FEET NORTHWEST OF THE NORTHWEST CORNER
 LC1891'OF THE HOUSE AND 3.4 FEET NORTHEAST OF THE NORTHEAST EDGE
 LC1891'OF SIDEWALK LEADING TO THIS HOUSE.
 LC1891'
 LC1891'REFERENCE MARK 2 IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1891'POST THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FOSTER
 LC1891'NO 2 1939.  IT IS 36.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 LC1891'CORNER OF THE POST OFFICE, 25.5 FEET NORTH OF THE CENTER OF
 LC1891'AN EAST-WEST STREET, 7.0 FEET EAST OF POWER LINE POLE, AND
 LC1891'1.4 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 LC1891'
 LC1891'THE AZIMUTH MARK IS SET IN THE TOP OF A 12 INCH CONCRETE POST
 LC1891'THAT PROJECTS 1 INCH AND THE DISK IS STAMPED FOSTER 1939.
 LC1891'IT IS 0.1 MILE WEST OF THE POST OFFICE, THENCE 0.1 MILE
 LC1891'SOUTH-SOUTHWEST ALONG STATE HIGHWAY 89 ON THE WEST SIDE OF THE
 LC1891'ROAD, 86.5 FEET NORTH-NORTHEAST OF A LONE JUNIPER TREE THAT
 LC1891'IS IN THE RIGHT-OF-WAY FENCE, 38 FEET WEST-NORTHWEST OF THE
 LC1891'CENTERLINE OF STATE HIGHWAY 89, AND 0.8 FEET EAST-SOUTHEAST
 LC1891'OF A WITNESS SIGN WIRED TO THE RIGHT-OF-WAY FENCE.
 LC1891'
 LC1891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAZENOVIA
 LC1891
 LC1891                          STATION RECOVERY (1969)
 LC1891
 LC1891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LC1891'STATION MARK AND REFERENCE MARK 1 FOUND IN GOOD CONDITION,
 LC1891'REFERENCE MARK 2 WAS NOT FOUND.  STATION MARK IS NOW ONE FOOT
 LC1891'E. AND 6 FEET S. OF THE NE CORNER OF A SHED.  THE SHED AND GARAGE
 LC1891'BLOCK SIGHTS TO REFERENCE MARKS AND AZIMUTH MARK.
 LC1891'
 LC1891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 LC1891'TOWN OF CAZENOVIA
 LC1891
 LC1891                          STATION RECOVERY (1998)
 LC1891
 LC1891'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1891'RECOVERED IN GOOD CONDITION.
 LC1891
 LC1891                          STATION RECOVERY (2002)
 LC1891
 LC1891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KEZ)
 LC1891'RECOVERED AS DESCRIBED AT INTERSECTION OF 1800N, 1100E ON WEST SIDE OF
 LC1891'CONCRETE BLOCK BUILDING AT ABOVE MENTIONED INTERSECTION
 LC1891
 LC1891                          STATION RECOVERY (2002)
 LC1891
 LC1891'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC1891'RECOVERED AS DESCRIBED
 LC1891' 
 LC1891'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2849 ***********************************************************************
 ME2849  DESIGNATION -  FOSTER
 ME2849  PID         -  ME2849
 ME2849  STATE/COUNTY-  IL/COOK
 ME2849  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2849
 ME2849                         *CURRENT SURVEY CONTROL
 ME2849  ___________________________________________________________________
 ME2849* NAD 83(1997)-  41 58 31.42697(N)    087 42 05.66871(W)     ADJUSTED  
 ME2849* NAVD 88     -       185.4    (meters)     608.     (feet)  VERTCON   
 ME2849  ___________________________________________________________________
 ME2849  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 ME2849  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 ME2849
 ME2849  HORZ ORDER  -  FIRST
 ME2849
 ME2849.The horizontal coordinates were established by classical geodetic methods
 ME2849.and adjusted by the National Geodetic Survey in October 1999..
 ME2849
 ME2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2849
 ME2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2849
 ME2849.The geoid height was determined by GEOID03.
 ME2849
 ME2849;                    North         East     Units Scale Factor Converg.
 ME2849;SPC IL E     -   589,562.949   352,360.651   MT  1.00000872   +0 25 21.1
 ME2849;SPC IL E     - 1,934,257.78  1,156,036.57   sFT  1.00000872   +0 25 21.1
 ME2849;UTM  16      - 4,647,282.532   441,874.724   MT  0.99964157   -0 28 09.2
 ME2849
 ME2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2849!SPC IL E     -   0.99997620  x   1.00000872  =   0.99998492
 ME2849!UTM  16      -   0.99997620  x   0.99964157  =   0.99961778
 ME2849
 ME2849:                Primary Azimuth Mark                     Grid Az
 ME2849:SPC IL E     -  CHICAGO A G CATH CH SPIRE                039 13 05.0
 ME2849:UTM  16      -  CHICAGO A G CATH CH SPIRE                040 06 35.3
 ME2849
 ME2849|---------------------------------------------------------------------|
 ME2849| PID    Reference Object                     Distance      Geod. Az  |
 ME2849|                                                           dddmmss.s |
 ME2849| ME2831 CHICAGO A G CATH CH SPIRE           APPROX. 3.2 KM 0393826.1 |
 ME2849| ME2811 GRACE                               APPROX. 5.0 KM 1221033.0 |
 ME2849| CM3516 FOSTER RM 1                          30.829 METERS 23519     |
 ME2849| CM3517 FOSTER RM 2                          27.284 METERS 33643     |
 ME2849|---------------------------------------------------------------------|
 ME2849
 ME2849                          SUPERSEDED SURVEY CONTROL
 ME2849
 ME2849  NAD 83(1997)-  41 58 31.42715(N)    087 42 05.66923(W) AD(       ) 1
 ME2849  NAD 83(1997)-  41 58 31.43022(N)    087 42 05.68332(W) AD(       ) 1
 ME2849  NAD 83(1986)-  41 58 31.43132(N)    087 42 05.68244(W) AD(       ) 1
 ME2849  NAD 27      -  41 58 31.31561(N)    087 42 05.47594(W) AD(       ) 1
 ME2849  NGVD 29 (07/19/86)  185.5    (m)          609.     (f) VERT ANG       
 ME2849
 ME2849.Superseded values are not recommended for survey control.
 ME2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2849.See file dsdata.txt to determine how the superseded data were derived.
 ME2849
 ME2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4187547283(NAD 83)
 ME2849_MARKER: DD = SURVEY DISK
 ME2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2849
 ME2849  HISTORY     - Date     Condition        Report By
 ME2849  HISTORY     - 1977     MONUMENTED       NGS
 ME2849
 ME2849                          STATION DESCRIPTION
 ME2849
 ME2849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2849'THE STATION IS LOCATED IN THE NORTH SECTION OF CHICAGO, IN
 ME2849'THE NORTHEAST CORNER OF EAST RIVER CITY PARK. IT IS IN THE
 ME2849'SOUTHWEST ANGLE OF THE INTERSECTION OF FOSTER AVENUE AND
 ME2849'FRANCISCO AVENUE. THE ADDRESS FOR THE STATION IS 5144 NORTH
 ME2849'FRANCISCO AVENUE.
 ME2849'
 ME2849'STATION MARKS, STAMPED---FOSTER 1977---, ARE STANDARD DISKS.
 ME2849'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2849'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE
 ME2849'AND COVERED BY A CAST IRON COVER WITH THE LETTERING, NATIONAL
 ME2849'GEODETIC SURVEY. IT IS 67 FEET WEST OF THE CENTERLINE OF
 ME2849'FRANCISCO AVENUE, 74.5 FEET SOUTH OF A CONCRETE LIGHT POLE
 ME2849'AND 46 FEET NORTHEAST OF A CONCRETE LIGHT POLE. THE UNDERGROUND
 ME2849'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 ME2849'INCHES BELOW THE GROUND SURFACE.
 ME2849'
 ME2849'REFERENCE MARK 1, STAMPED---FOSTER NO 1 1977---, IS A STANDARD
 ME2849'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ME2849'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 183 FEET EAST OF
 ME2849'A CONCRETE LIGHT POLE, 100 FEET NORTHWEST OF A CONCRETE LIGHT
 ME2849'POLE AND 60 FEET WEST OF A CONCRETE LIGHT POLE.
 ME2849'
 ME2849'REFERENCE MARK 2, STAMPED---FOSTER NO 2 1977---, IS A STANDARD
 ME2849'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 ME2849'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 64.6 FEET EAST OF
 ME2849'A CONCRETE LIGHT POLE, 26 FEET WEST-NORTHWEST OF A CONCRETE
 ME2849'LIGHT POLE AND 12 FEET NORTH OF AN ASPHALT WALKWAY.
 ME2849'
 ME2849'STATION 010 COC CAN BE USED FOR AN AZIMUTH MARK. SEE
 ME2849'DESCRIPTION THEREOF.
 ME2849'
 ME2849'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2322 ***********************************************************************
 LB2322  CBN         -  This is a Cooperative Base Network Control Station.
 LB2322  DESIGNATION -  FOUNTAIN
 LB2322  PID         -  LB2322
 LB2322  STATE/COUNTY-  IL/IROQUOIS
 LB2322  USGS QUAD   -  CLAYTONVILLE (1986)
 LB2322
 LB2322                         *CURRENT SURVEY CONTROL
 LB2322  ___________________________________________________________________
 LB2322* NAD 83(1997)-  40 30 58.60108(N)    087 48 05.95306(W)     ADJUSTED  
 LB2322* NAVD 88     -       205.1    (meters)     673.     (feet)  GPS OBS   
 LB2322  ___________________________________________________________________
 LB2322  X           -     186,263.175 (meters)                     COMP
 LB2322  Y           -  -4,852,218.250 (meters)                     COMP
 LB2322  Z           -   4,121,846.207 (meters)                     COMP
 LB2322  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LB2322  ELLIP HEIGHT-         172.37  (meters)          (10/15/04) GPS OBS
 LB2322  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LB2322
 LB2322  HORZ ORDER  -  B
 LB2322  ELLP ORDER  -  FOURTH    CLASS II
 LB2322
 LB2322.The horizontal coordinates were established by GPS observations
 LB2322.and adjusted by the National Geodetic Survey in July 1998..
 LB2322
 LB2322.The orthometric height was determined by GPS observations and a
 LB2322.high-resolution geoid model.
 LB2322
 LB2322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2322
 LB2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2322
 LB2322.The ellipsoidal height was determined by GPS observations
 LB2322.and is referenced to NAD 83.
 LB2322
 LB2322.The geoid height was determined by GEOID03.
 LB2322
 LB2322;                    North         East     Units Scale Factor Converg.
 LB2322;SPC IL E     -   427,462.009   345,057.380   MT  0.99999998   +0 20 43.5
 LB2322;SPC IL E     - 1,402,431.61  1,132,075.75   sFT  0.99999998   +0 20 43.5
 LB2322;UTM  16      - 4,485,370.258   432,088.868   MT  0.99965677   -0 31 15.0
 LB2322
 LB2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2322!SPC IL E     -   0.99997296  x   0.99999998  =   0.99997294
 LB2322!UTM  16      -   0.99997296  x   0.99965677  =   0.99962974
 LB2322
 LB2322|---------------------------------------------------------------------|
 LB2322| PID    Reference Object                     Distance      Geod. Az  |
 LB2322|                                                           dddmmss.s |
 LB2322| CM3519 FOUNTAIN RM 1                        29.498 METERS 01652     |
 LB2322| LB2260 HOOPESTON MUNICIPAL TANK            APPROX.12.0 KM 1171708.6 |
 LB2322| CM3518 FOUNTAIN AZ MK                                     1770542.6 |
 LB2322| CM3520 FOUNTAIN RM 2                        22.725 METERS 29724     |
 LB2322|---------------------------------------------------------------------|
 LB2322
 LB2322                          SUPERSEDED SURVEY CONTROL
 LB2322
 LB2322  ELLIP H (07/17/98)  172.36   (m)                       GP(       ) 4 1
 LB2322  NAD 83(1986)-  40 30 58.60926(N)    087 48 05.95871(W) AD(       ) 3
 LB2322  NAD 27      -  40 30 58.47790(N)    087 48 05.85360(W) AD(       ) 3
 LB2322
 LB2322.Superseded values are not recommended for survey control.
 LB2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2322.See file dsdata.txt to determine how the superseded data were derived.
 LB2322
 LB2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK3208985370(NAD 83)
 LB2322_MARKER: DS = TRIANGULATION STATION DISK
 LB2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2322_STAMPING: FOUNTAIN 1955
 LB2322_MARK LOGO: CGS   
 LB2322_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2322+STABILITY: SURFACE MOTION
 LB2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2322+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LB2322
 LB2322  HISTORY     - Date     Condition        Report By
 LB2322  HISTORY     - 1955     MONUMENTED       CGS
 LB2322  HISTORY     - 19800615 GOOD             NGS
 LB2322  HISTORY     - 19970415 GOOD             NGS
 LB2322  HISTORY     - 20000615 GOOD             NGS
 LB2322  HISTORY     - 20001229 GOOD             ZAMBRA
 LB2322  HISTORY     - 20011130 GOOD             NGS
 LB2322  HISTORY     - 200205   GOOD             ASCPC
 LB2322
 LB2322                          STATION DESCRIPTION
 LB2322
 LB2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2322'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF HOOPESTON AND 3-1/2
 LB2322'MILES NORTH OF EAST LYNN ON STATE HIGHWAY RIGHT-OF-WAY.  IT IS 91
 LB2322'FEET SOUTHWEST OF THE INTERSECTION OF A PAVED CROSSROAD AND 38 FEET
 LB2322'WEST OF A POWER LINE POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LB2322'THE DISK IS STAMPED FOUNTAIN 1955.
 LB2322'
 LB2322'REFERENCE MARK NO. 1 IS 50 FEET NORTHWEST OF THE ROAD INTERSECTION
 LB2322'AND 40 FEET EAST OF A POWER LINE POLE.  THE MARK PROJECTS ABOUT 2
 LB2322'INCHES AND THE DISK IS STAMPED FOUNTAIN NO 1 1955.
 LB2322'
 LB2322'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE EAST-WEST PAVED ROAD, 6
 LB2322'FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTHWEST OF A WHITE
 LB2322'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED FOUNTAIN
 LB2322'NO 2 1955.
 LB2322'
 LB2322'AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF A PAVED ROAD, 1 FOOT
 LB2322'WEST OF A FENCE AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MARK
 LB2322'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED FOUNTAIN 1955.
 LB2322'
 LB2322'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 9
 LB2322'IN THE SOUTHWEST SECTION OF HOOPESTON, GO WEST ON STATE HIGHWAY
 LB2322'9 FOR 5.8 MILES TO PAVED CROSSROAD, TURN RIGHT AND GO NORTH
 LB2322'ON PAVED ROAD FOR 0.5 MILE TO RAILROAD CROSSING IN EAST LYNN.
 LB2322'CONTINUE NORTH ON PAVED ROAD FOR 3.0 MILES TO THE AZIMUTH MARK ON
 LB2322'THE RIGHT, EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH ON PAVED
 LB2322'ROAD FOR 0.5 MILE TO PAVED CROSSROAD AND THE STATION IN THE
 LB2322'SOUTHWEST ANGLE OF INTERSECTION AS DESCRIBED.
 LB2322'
 LB2322'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2322
 LB2322                          STATION RECOVERY (1980)
 LB2322
 LB2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LB2322'STATION MARK AND RM 1 FOUND IN GOOD CONDITION.  RM 2 FOUND DESTROYED
 LB2322'WITH THE TOP BROKEN OFF.  THE AZ MK WAS FOUND WITH THE DISK SHEARED
 LB2322'OFF, THE IMPRINT OF THE DISK AND STEM VISIBLE.  A NEW DISK WAS SET IN
 LB2322'THE SAME POSITION AS OLD MARK.  THE DISTANCE AND DIRECTION TO RM 1
 LB2322'CHECKED.  STATION IS LOCATED ABOUT 8 MILES (12.9 KM) NW OF HOOPESTON,
 LB2322'3.5 MILES (5.6 KM) N OF E LYNN AND ON STATE RIGHT OF WAY.  TO REACH
 LB2322'STATION FROM JUNCTION OF STATE HWYS 1 AND 9 AT THE SW EDGE OF
 LB2322'HOOPSTON, GO W ON HWY 9 FOR 6.0 MILES (9.7 KM) TO A CROSS ROADS. TURN
 LB2322'RIGHT,GO N ON ROAD FOR 0.5 MILE (0.8 KM) TO RAIL ROAD TRACKS CROSSING
 LB2322'OF HWY AT VILLAGE OF E LYNN.  CONTINUE N ON THE ROAD FOR 3.0 MILE (4.8
 LB2322'KM) TO AZ MK ON THE RIGHT.  CONTINUE AHEAD FOR 0.5 MILE (0.8 KM) TO A
 LB2322'CROSS ROAD AND STATION IN THE SW ANGLE AS DESCRIBED.
 LB2322' 
 LB2322'STATION MARKS ARE STANDARD DISKS, STAMPED---FOUNTAIN 1955---.  THE
 LB2322'SURFACE MARK IS 65 FT (19.8 M) W OF CENTER LINE OF COUNTY ROAD 1700E,
 LB2322'61 FT (18.6 M) S OF CENTER LINE OF COUNTY ROAD 200N, 38 FT (11.6 M)
 LB2322'WSW OF POWER LINE POLE, 1 FT (0.3 M) N OF A METAL WITNESS POST AND SET
 LB2322'FLUSH WITH THE GROUND.  RM 1 A STANDARD DISK, STAMPED---FOUNTAIN NO 1
 LB2322'1955---.  IT IS 39 FT (11.9 M) E PF A POWER LINE POLE, 35 FT (10.7 M)
 LB2322'W OF CENTER LINE OF ROAD 1700E, 32 FT (9.8 M) N OF CENTER LINE OF ROAD
 LB2322'ZONE.  THE MARK IS FLUSH.  RM 3 A STANDARD DISK, STAMPED---FOUNTAIN
 LB2322'1955 NO 3 1980---.  IT IS 26 FT (7.9 M) NE OF CENTER LINE OF ROAD, 25
 LB2322'FT (7.6 M) S OF CENTER LINE OF ROAD 200 N AMD 1 FT (0.3 M) NE OF A
 LB2322'METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES.  AZ MK RESET IS A
 LB2322'STANDARD DISK, STAMPED---FOUNTAIN 1955 1980---.  IT IS 115 FT (35.1 M)
 LB2322'N OF A CONCRETE RIGHT OF WAY POST, 28 FT (8.5 M) E OF CENTER LINE OF
 LB2322'ROAD 1700E AND 1 FT (0.3 M) N OF A METAL WITNESS POST.  THE MARK IS
 LB2322'FLUSH.
 LB2322
 LB2322                          STATION RECOVERY (1997)
 LB2322
 LB2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LB2322'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTHEAST OF RANKIN AND 3.4
 LB2322'MI (5.5 KM) NORTH OF EAST LYNN.  TO REACH FROM THE JUNCTION OF STATE
 LB2322'ROUTE 9 AND COUNTY ROAD 1700E, ABOUT 5 MI (8.0 KM) EAST OF RANKIN, GO
 LB2322'NORTH THROUGH EAST LYNN FOR 4.0 MI (6.4 KM) TO A ROAD CROSSING AND THE
 LB2322'STATION ON THE LEFT, IN THE CENTER OF A GRASS TRIANGLE FORMED BY THE
 LB2322'ROAD INTERSECTION AND A CURVE ON THE SOUTHWEST SIDE, 27.2 M (89.2 FT)
 LB2322'SOUTHWEST OF THE INTERSECTION OF ROADS 1700E AND 200N, 19.8 M (65.0
 LB2322'FT) WEST OF ROAD 1700E, 18.6 M (61.0 FT) SOUTH OF ROAD 200N, 11.7 M
 LB2322'(38.4 FT) NORTHEAST OF THE APPROXIMATE CENTER OF ROAD CURVE, 11.3 M
 LB2322'(37.1 FT) WEST-SOUTHWEST OF A POWER POLE WITH GUY WIRE WHICH IS 1.0 M
 LB2322'(3.3 FT) SOUTH OF A ROUND TELEPHONE SPLICE BOX, AND 0.3 M (1.0 FT)
 LB2322'NORTHWEST OF A FIBERGLASS WITNESS POST.
 LB2322
 LB2322                          STATION RECOVERY (2000)
 LB2322
 LB2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CK)
 LB2322'GOOD, DESCRIPTION ADEQUATE, GOOD FOR GPS OBSERVATION.
 LB2322
 LB2322                          STATION RECOVERY (2000)
 LB2322
 LB2322'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LB2322'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LB2322'RECOVERED  IN GOOD CONDITION. TO REACH FROM THE JUNCTION OF
 LB2322'STATEROUTE 9 AND COUNTY ROAD 770E (VERMILION CO.) , ABOUT 5 MI (8.0
 LB2322'KM) EAST OF RANKIN, GO NORTH THROUGH EAST LYNN, COUNTY ROAD
 LB2322'CHANGES FROM 770E (VERMILION CO.) TO 1700E (IROQUOIS CO.) FOR 4.0 MI
 LB2322'(6.4 KM) TO A ROAD CROSSING AND THE STATION ON THE LEFT AS
 LB2322'DESCRIBED.
 LB2322' 
 LB2322' 
 LB2322'
 LB2322
 LB2322                          STATION RECOVERY (2001)
 LB2322
 LB2322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 LB2322'REFERENCE MARK DISK --FOUNTAIN 1955 NO 3 1980-- HAS BEEN RETURNED TO
 LB2322'THIS OFFICE DESTROYED.
 LB2322'THIS MARK IS NOT IN THE DATABASE, BUT MUST EXIST AS A MARK MAINTENANCE
 LB2322'PROJECT.
 LB2322
 LB2322                          STATION RECOVERY (2002)
 LB2322
 LB2322'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LB2322'RECOVERED AS DESCRIBED
 LB2322' 
 LB2322' 
 LB2322'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1699 ***********************************************************************
 HB1699  DESIGNATION -  FOUNTAIN BLUFF RESET
 HB1699  PID         -  HB1699
 HB1699  STATE/COUNTY-  IL/JACKSON
 HB1699  USGS QUAD   -  GORHAM (1994)
 HB1699
 HB1699                         *CURRENT SURVEY CONTROL
 HB1699  ___________________________________________________________________
 HB1699* NAD 83(1997)-  37 41 36.86510(N)    089 29 59.17607(W)     ADJUSTED  
 HB1699* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 HB1699  ___________________________________________________________________
 HB1699  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HB1699  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 HB1699
 HB1699  HORZ ORDER  -  FIRST
 HB1699
 HB1699.The horizontal coordinates were established by classical geodetic methods
 HB1699.and adjusted by the National Geodetic Survey in October 1999..
 HB1699
 HB1699.The orthometric height was scaled from a topographic map.
 HB1699
 HB1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1699
 HB1699.The geoid height was determined by GEOID03.
 HB1699
 HB1699;                    North         East     Units Scale Factor Converg.
 HB1699;SPC IL W     -   114,169.783   758,814.845   MT  0.99998377   +0 24 28.0
 HB1699;SPC IL W     -   374,572.03  2,489,545.04   sFT  0.99998377   +0 24 28.0
 HB1699;SPC MO E     -   206,893.955   338,212.118   MT  1.00002914   +0 36 41.8
 HB1699;UTM  16      - 4,174,758.100   279,598.886   MT  1.00019836   -1 31 44.7
 HB1699
 HB1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1699!SPC IL W     -   0.99996753  x   0.99998377  =   0.99995130
 HB1699!SPC MO E     -   0.99996753  x   1.00002914  =   0.99999666
 HB1699!UTM  16      -   0.99996753  x   1.00019836  =   1.00016588
 HB1699
 HB1699:                Primary Azimuth Mark                     Grid Az
 HB1699:SPC IL W     -  MILES                                    355 50 05.5
 HB1699:SPC MO E     -  MILES                                    355 37 51.7
 HB1699:UTM  16      -  MILES                                    357 46 18.2
 HB1699
 HB1699|---------------------------------------------------------------------|
 HB1699| PID    Reference Object                     Distance      Geod. Az  |
 HB1699|                                                           dddmmss.s |
 HB1699| HB1759 MILES                               APPROX.10.8 KM 3561433.5 |
 HB1699|---------------------------------------------------------------------|
 HB1699
 HB1699                          SUPERSEDED SURVEY CONTROL
 HB1699
 HB1699  NAD 83(1997)-  37 41 36.87507(N)    089 29 59.17882(W) AD(       ) 1
 HB1699  NAD 83(1986)-  37 41 36.87557(N)    089 29 59.17876(W) AD(       ) 1
 HB1699  NAD 27      -  37 41 36.69200(N)    089 29 58.83000(W) AD(       ) 1
 HB1699
 HB1699.Superseded values are not recommended for survey control.
 HB1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1699.See file dsdata.txt to determine how the superseded data were derived.
 HB1699
 HB1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7959974758(NAD 83)
 HB1699_MARKER: DS = TRIANGULATION STATION DISK
 HB1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1699
 HB1699  HISTORY     - Date     Condition        Report By
 HB1699  HISTORY     - 1930     MONUMENTED       CGS
 HB1699  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 HB1699  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 HB1699
 HB1699                          STATION DESCRIPTION
 HB1699
 HB1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1699'ON SOUTHERN END AND HIGHEST POINT OF DETACHED HILL KNOWN AS FOUNTAIN
 HB1699'BLUFF, ABOUT 12 MILES SOUTHWEST OF MURPHYSBORO, AND 2 MILES SOUTH OF
 HB1699'GORHAM, ON ILLINOIS CENTRAL RAILROAD ONE-HALF MILE SOUTH OF FOUNTAIN
 HB1699'BLUFF STATION.  TO REACH FROM SMALL DAM ON WEST SIDE OF HILL,
 HB1699'FOLLOW TRAIL UP RIDGE TO SOUTH OVER SEVERAL POINTS AND THROUGH
 HB1699'SEVERAL SMALL SADDLES.  AT BOTTOM OF SHORT, STEEP PITCH, TURN
 HB1699'SOUTHEAST AND CLIMB TO TOP OF RIDGE.  MARKED BY STANDARD STATION DISK
 HB1699'(PLACED IN 1930) IN TOP OF 6-BY 6-INCH STONE POST.  TOP OF POST IS
 HB1699'8 INCHES BELOW SURFACE.  TWO REFERENCE MARKS, 3-INCH CAPPED IRON
 HB1699'PIPES, PROJECTING 1 FOOT ABOVE GROUND, ARE DISTANT FROM STATION-
 HB1699'2.99 METERS (9.8 FEET), S 00 DEG 40 MIN E, AND 3.06
 HB1699'METERS (10.0 FEET), N 1 DEG 24 MIN E.
 HB1699
 HB1699                          STATION RECOVERY (1975)
 HB1699
 HB1699'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 HB1699'STATION NOT FOUND.
 HB1699'
 HB1699'NEITHER MARK OR RMS RECOVERED.  SEARCH MADE WITH PROBES AND METAL
 HB1699'DETECTOR.
 HB1699'
 HB1699'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 HB1699'GORHAM.
 HB1699
 HB1699                          STATION RECOVERY (1975)
 HB1699
 HB1699'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 HB1699'THE MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.  AN OLD CONCRETE
 HB1699'FOUNDATION WAS FOUND IN THE AREA AND PORTIONS OF AN OLD TOWER.
 HB1699'
 HB1699'DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SOUTHWEST OF
 HB1699'MURPHYSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2670 ***********************************************************************
 ME2670  DESIGNATION -  FOUR MILE CRIB LT
 ME2670  PID         -  ME2670
 ME2670  STATE/COUNTY-  IL/COOK
 ME2670  USGS QUAD   -  JACKSON PARK (1993)
 ME2670
 ME2670                         *CURRENT SURVEY CONTROL
 ME2670  ___________________________________________________________________
 ME2670* NAD 83(1997)-  41 52 22.13729(N)    087 32 43.22481(W)     ADJUSTED  
 ME2670* NAVD 88     -                                                        
 ME2670  ___________________________________________________________________
 ME2670  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 ME2670  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME2670
 ME2670  HORZ ORDER  -  THIRD
 ME2670
 ME2670.The horizontal coordinates were established by classical geodetic methods
 ME2670.and adjusted by the National Geodetic Survey in October 1999..
 ME2670
 ME2670
 ME2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2670
 ME2670.The geoid height was determined by GEOID03.
 ME2670
 ME2670;                    North         East     Units Scale Factor Converg.
 ME2670;SPC IL E     -   578,276.623   365,414.264   MT  1.00002763   +0 31 33.6
 ME2670;SPC IL E     - 1,897,229.22  1,198,863.30   sFT  1.00002763   +0 31 33.6
 ME2670;UTM  16      - 4,635,799.030   454,746.322   MT  0.99962520   -0 21 50.4
 ME2670
 ME2670                          SUPERSEDED SURVEY CONTROL
 ME2670
 ME2670  NAD 83(1997)-  41 52 22.13755(N)    087 32 43.22523(W) AD(       ) 4
 ME2670  NAD 83(1997)-  41 52 22.14274(N)    087 32 43.23660(W) AD(       ) 4
 ME2670  NAD 83(1986)-  41 52 22.14242(N)    087 32 43.23439(W) AD(       ) 4
 ME2670  NAD 27      -  41 52 22.01687(N)    087 32 43.05732(W) AD(       ) 3
 ME2670
 ME2670.Superseded values are not recommended for survey control.
 ME2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2670.See file dsdata.txt to determine how the superseded data were derived.
 ME2670
 ME2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5474635799(NAD 83)
 ME2670_MARKER: 14 = NAVIGATION LIGHT
 ME2670
 ME2670  HISTORY     - Date     Condition        Report By
 ME2670  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME2670  HISTORY     - 19941013 GOOD             USPSQD
 ME2670
 ME2670                          STATION DESCRIPTION
 ME2670
 ME2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2670'THE STATION IS LOCATED OFF GRANT PARK IN CHICAGO.  THIS
 ME2670'LANDMARK IS LISTED IN THE DEPARTMENT OF TRANSPORTATION
 ME2670'COAST GUARD LIGHT LIST,VOLUME FOUR,1977.
 ME2670'IT IS A FLASHING WHITE LIGHT ATOP A RED SKELETON TOWER
 ME2670'ON A STONE CRIB.
 ME2670
 ME2670                          STATION RECOVERY (1994)
 ME2670
 ME2670'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME2670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0880 ***********************************************************************
 NH0880  DESIGNATION -  FOURTH
 NH0880  PID         -  NH0880
 NH0880  STATE/COUNTY-  IL/WINNEBAGO
 NH0880  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0880
 NH0880                         *CURRENT SURVEY CONTROL
 NH0880  ___________________________________________________________________
 NH0880* NAD 83(1997)-  42 15 45.32019(N)    089 05 12.03077(W)     ADJUSTED  
 NH0880* NAVD 88     -       229.753  (meters)     753.78   (feet)  POSTED    
 NH0880  ___________________________________________________________________
 NH0880  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 NH0880  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH0880  DYNAMIC HT  -         229.680 (meters)     753.54  (feet)  COMP
 NH0880  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 NH0880
 NH0880  HORZ ORDER  -  SECOND
 NH0880  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 NH0880
 NH0880.The horizontal coordinates were established by classical geodetic methods
 NH0880.and adjusted by the National Geodetic Survey in October 1999..
 NH0880
 NH0880.The orthometric height was determined by differential leveling
 NH0880.and adjusted by the National Geodetic Survey in 1992..
 NH0880.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 NH0880.rate of 3.1 thru 4.0 mm/km.
 NH0880
 NH0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0880
 NH0880.The geoid height was determined by GEOID03.
 NH0880
 NH0880.The dynamic height is computed by dividing the NAVD 88
 NH0880.geopotential number by the normal gravity value computed on the
 NH0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0880.degrees latitude (g = 980.6199 gals.).
 NH0880
 NH0880.The modeled gravity was interpolated from observed gravity values.
 NH0880
 NH0880;                    North         East     Units Scale Factor Converg.
 NH0880;SPC IL W     -   621,812.966   789,104.573   MT  1.00003883   +0 43 34.9
 NH0880;SPC IL W     - 2,040,064.71  2,588,920.59   sFT  1.00003883   +0 43 34.9
 NH0880;UTM  16      - 4,681,040.025   327,895.131   MT  0.99996446   -1 24 13.3
 NH0880
 NH0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0880!SPC IL W     -   0.99996919  x   1.00003883  =   1.00000802
 NH0880!UTM  16      -   0.99996919  x   0.99996446  =   0.99993365
 NH0880
 NH0880                          SUPERSEDED SURVEY CONTROL
 NH0880
 NH0880  NAD 83(1997)-  42 15 45.32067(N)    089 05 12.03199(W) AD(       ) 2
 NH0880  NAD 83(1997)-  42 15 45.32007(N)    089 05 12.03191(W) AD(       ) 2
 NH0880  NAD 83(1986)-  42 15 45.32019(N)    089 05 12.03186(W) AD(       ) 2
 NH0880  NAD 27      -  42 15 45.25400(N)    089 05 11.64840(W) AD(       ) 2
 NH0880
 NH0880.Superseded values are not recommended for survey control.
 NH0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0880.See file dsdata.txt to determine how the superseded data were derived.
 NH0880
 NH0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2789581040(NAD 83)
 NH0880_MARKER: DS = TRIANGULATION STATION DISK
 NH0880_SETTING: 0 = UNSPECIFIED SETTING
 NH0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0880
 NH0880  HISTORY     - Date     Condition        Report By
 NH0880  HISTORY     - 1920     MONUMENTED       CGS
 NH0880  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0880  HISTORY     - 1956     SEE DESCRIPTION  CGS
 NH0880  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0880
 NH0880                          STATION DESCRIPTION
 NH0880
 NH0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0880'STATION IS LOCATED AT ROCKFORD, AT THE INTERSECTION OF
 NH0880'KISHWAUKEE AND FOURTH STREETS, IN THE BRICK PAVEMENT OF
 NH0880'KISHWAUKEE STREET, 0.51 METER (1.67 FEET) FROM THE EDGE OF
 NH0880'THE BRIDGE PLANKING OVER THE CHICAGO AND NORTHWESTERN RAILWAY
 NH0880'TRACKS, 7.00 METERS (22.97 FEET) SW OF THE SW AND NEAREST
 NH0880'RAIL OF THE STREET-CAR TRACKS, AND 11.45 METERS (37.57 FEET)
 NH0880'E OF THE W OUTSIDE EDGE OF THE BRIDGE.  THE STATION MARK IS
 NH0880'A STANDARD BRONZE DISK SET IN CONCRETE IN THE BRICK PAVEMENT.
 NH0880'THERE IS NO REFERENCE MARK.
 NH0880
 NH0880                          STATION RECOVERY (1954)
 NH0880
 NH0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0880'STATION WAS PROBABLY DESTROYED WHEN THE STREET WAS WIDENED
 NH0880'AND PAVED.  THE 1920 DESCRIPTION IS ADEQUATE TO REACH THIS
 NH0880'SITE.
 NH0880
 NH0880                          STATION RECOVERY (1956)
 NH0880
 NH0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HH)
 NH0880'THIS MARK EVIDENTLY COVERED DURING POURING OF NEW CONCRETE
 NH0880'BRIDGE OR PAVEMENT.
 NH0880
 NH0880                          STATION RECOVERY (1997)
 NH0880
 NH0880'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1058 ***********************************************************************
 NH1058  DESIGNATION -  FOX
 NH1058  PID         -  NH1058
 NH1058  STATE/COUNTY-  IL/LAKE
 NH1058  USGS QUAD   -  FOX LAKE (1993)
 NH1058
 NH1058                         *CURRENT SURVEY CONTROL
 NH1058  ___________________________________________________________________
 NH1058* NAD 83(1997)-  42 26 05.91655(N)    088 08 25.42199(W)     ADJUSTED  
 NH1058* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 NH1058  ___________________________________________________________________
 NH1058  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 NH1058  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NH1058
 NH1058  HORZ ORDER  -  THIRD
 NH1058
 NH1058.The horizontal coordinates were established by classical geodetic methods
 NH1058.and adjusted by the National Geodetic Survey in October 1999..
 NH1058
 NH1058.The orthometric height was scaled from a topographic map.
 NH1058
 NH1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1058
 NH1058.The geoid height was determined by GEOID03.
 NH1058
 NH1058;                    North         East     Units Scale Factor Converg.
 NH1058;SPC IL E     -   640,435.579   315,875.368   MT  0.99997810   +0 07 48.7
 NH1058;SPC IL E     - 2,101,162.40  1,036,334.44   sFT  0.99997810   +0 07 48.7
 NH1058;SPC WI S     -    50,029.448   753,014.536   MT  1.00007350   +1 16 39.9
 NH1058;SPC WI S     -   164,138.28  2,470,515.19   sFT  1.00007350   +1 16 39.9
 NH1058;UTM  16      - 4,698,702.949   406,200.562   MT  0.99970825   -0 46 10.3
 NH1058
 NH1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1058!SPC IL E     -   0.99996728  x   0.99997810  =   0.99994538
 NH1058!SPC WI S     -   0.99996728  x   1.00007350  =   1.00004078
 NH1058!UTM  16      -   0.99996728  x   0.99970825  =   0.99967554
 NH1058
 NH1058:                Primary Azimuth Mark                     Grid Az
 NH1058:SPC IL E     -  GRANT                                    194 16 06.0
 NH1058:SPC WI S     -  GRANT                                    193 07 14.8
 NH1058:UTM  16      -  GRANT                                    195 10 05.0
 NH1058
 NH1058|---------------------------------------------------------------------|
 NH1058| PID    Reference Object                     Distance      Geod. Az  |
 NH1058|                                                           dddmmss.s |
 NH1058| NH1051 GRANT                               APPROX. 7.6 KM 1942354.7 |
 NH1058| CI8712 FOX RM 1                             27.441 METERS 20955     |
 NH1058| CI8711 FOX AZ MK                                          2153854.4 |
 NH1058| CI8713 FOX RM 2                             23.672 METERS 30014     |
 NH1058|---------------------------------------------------------------------|
 NH1058
 NH1058                          SUPERSEDED SURVEY CONTROL
 NH1058
 NH1058  NAD 83(1997)-  42 26 05.91622(N)    088 08 25.42241(W) AD(       ) 3
 NH1058  NAD 83(1997)-  42 26 05.91440(N)    088 08 25.42784(W) AD(       ) 3
 NH1058  NAD 83(1986)-  42 26 05.91352(N)    088 08 25.43372(W) AD(       ) 3
 NH1058  NAD 27      -  42 26 05.84200(N)    088 08 25.12880(W) AD(       ) 3
 NH1058
 NH1058.Superseded values are not recommended for survey control.
 NH1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1058.See file dsdata.txt to determine how the superseded data were derived.
 NH1058
 NH1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0620198703(NAD 83)
 NH1058_MARKER: DS = TRIANGULATION STATION DISK
 NH1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1058
 NH1058  HISTORY     - Date     Condition        Report By
 NH1058  HISTORY     - 1954     MONUMENTED       CGS
 NH1058  HISTORY     - 1966     GOOD             CGS
 NH1058  HISTORY     - 1975     GOOD             ALSTER
 NH1058  HISTORY     - 1975     GOOD             LOCSUR
 NH1058  HISTORY     - 1977     GOOD             ILDT
 NH1058  HISTORY     - 19910519 GOOD             USPSQD
 NH1058
 NH1058                          STATION DESCRIPTION
 NH1058
 NH1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1058'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ANTIOCH AND
 NH1058'ABOUT 3 MILES NORTHEAST OF FOX LAKE.  IT IS 59 FEET SOUTH
 NH1058'OF THE CENTER OF A GRAVEL DRIVE EAST, 42 FEET EAST OF THE
 NH1058'CENTER OF A BLACK TOP ROAD AND 3 FEET SOUTH OF A WHITE WITNESS
 NH1058'POST AND RIGHT-OF-WAY MARKER.  THE MARK IS FLUSH AND THE DISK
 NH1058'IS STAMPED FOX 1954.
 NH1058'
 NH1058'REFERENCE MARK NO. 1 IS 93 FEET SOUTH OF WHITE WITNESS POST
 NH1058'AND 40 FEET EAST OF THE CENTER OF A BLACK TOP ROAD.  THE MARK
 NH1058'IS FLUSH AND THE DISK IS STAMPED FOX NO 1 1954.
 NH1058'
 NH1058'REFERENCE MARK NO. 2 IS 36 FEET WEST OF THE CENTER OF A BLACK
 NH1058'TOP ROAD, 3-1/2 FEET SOUTHEAST OF RIGHT-OF-WAY MARKER AND
 NH1058'1-1/2 FEET NORTH OF A POWER LINE POLE WITH A TRANSFORMER.
 NH1058'THE MARK IS FLUSH AND THE DISK IS STAMPED FOX NO 2 1954.
 NH1058'
 NH1058'AZIMUTH MARK IS 41 FEET WEST OF THE CENTER OF A BLACK TOP
 NH1058'ROAD, 19 FEET NORTHEAST OF A 24 INCH OAK TREE AND 3 FEET
 NH1058'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 NH1058'DISK IS STAMPED FOX 1954.
 NH1058'
 NH1058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59
 NH1058'AND STATE HIGHWAY 173 AT THE SOUTH EDGE OF ANTIOCH GO SOUTH
 NH1058'ON HIGHWAY 59 FOR 1.95 MILES TO CROSSROAD, TURN WEST AND GO
 NH1058'WEST AND SOUTHWEST ON BLACKTOP ROAD FOR 1.65 MILES TO GRASS
 NH1058'LAKE SCHOOL ON LEFT, CONTINUE SOUTH FOR 0.35 MILE TO STATION
 NH1058'ON LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.15 MILE TO AZIMUTH
 NH1058'MARK ON RIGHT AS DESCRIBED.
 NH1058'
 NH1058'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1058
 NH1058                          STATION RECOVERY (1966)
 NH1058
 NH1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1058'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NH1058'CONDITION AT THIS TIME.  THE DESCRIPTION IS GOOD WITH THE
 NH1058'BELOW CHANGES.
 NH1058'
 NH1058'STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 NH1058'
 NH1058'AZIMUTH MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 NH1058
 NH1058                          STATION RECOVERY (1975)
 NH1058
 NH1058'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (LC)
 NH1058'FOX 1954-GOOD
 NH1058'
 NH1058'FOX NO 1 1954-GOOD
 NH1058'
 NH1058'FOX NO 2 1954-GOOD
 NH1058'
 NH1058'FOX 1954 AZ MK-GOOD
 NH1058
 NH1058                          STATION RECOVERY (1975)
 NH1058
 NH1058'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (ARS)
 NH1058'FOX-ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 NH1058'
 NH1058'AZIMUTH MARK IS 130 PLUS OR MINUS SSW OF HILLSIDE AVE.
 NH1058'HORIZONTAL DISTANCE FROM STA. TO AZ. MK. = 804.25 FT (BY LASER
 NH1058'RANGER)
 NH1058
 NH1058                          STATION RECOVERY (1977)
 NH1058
 NH1058'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977 (RIL)
 NH1058'FOX 1954 RECOVERED GOOD.
 NH1058'
 NH1058'FOX NO 1 1954 RECOVERED GOOD.
 NH1058'
 NH1058'FOX NO 2 1954 RECOVERED GOOD.
 NH1058'
 NH1058'FOX 1954 AZI. RECOVERED GOOD.
 NH1058'
 NH1058'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES N.E. FOX LAKE.
 NH1058
 NH1058                          STATION RECOVERY (1991)
 NH1058
 NH1058'RECOVERY NOTE BY US POWER SQUADRON 1991 (FB)
 NH1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1615 ***********************************************************************
 JB1615  DESIGNATION -  FOX
 JB1615  PID         -  JB1615
 JB1615  STATE/COUNTY-  IL/RICHLAND
 JB1615  USGS QUAD   -  DUNDAS (1985)
 JB1615
 JB1615                         *CURRENT SURVEY CONTROL
 JB1615  ___________________________________________________________________
 JB1615* NAD 83(1997)-  38 45 38.08498(N)    088 06 51.68376(W)     ADJUSTED  
 JB1615* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 JB1615  ___________________________________________________________________
 JB1615  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 JB1615  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JB1615
 JB1615  HORZ ORDER  -  SECOND
 JB1615
 JB1615.The horizontal coordinates were established by classical geodetic methods
 JB1615.and adjusted by the National Geodetic Survey in October 1999..
 JB1615
 JB1615.The orthometric height was scaled from a topographic map.
 JB1615
 JB1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1615
 JB1615.The geoid height was determined by GEOID03.
 JB1615
 JB1615;                    North         East     Units Scale Factor Converg.
 JB1615;SPC IL E     -   232,422.604   319,032.463   MT  0.99997946   +0 08 13.5
 JB1615;SPC IL E     -   762,539.83  1,046,692.34   sFT  0.99997946   +0 08 13.5
 JB1615;UTM  16      - 4,290,797.846   403,180.225   MT  0.99971543   -0 41 51.8
 JB1615
 JB1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1615!SPC IL E     -   0.99998078  x   0.99997946  =   0.99996024
 JB1615!UTM  16      -   0.99998078  x   0.99971543  =   0.99969621
 JB1615
 JB1615|---------------------------------------------------------------------|
 JB1615| PID    Reference Object                     Distance      Geod. Az  |
 JB1615|                                                           dddmmss.s |
 JB1615| CI3635 FOX RM 3                             10.645 METERS 06406     |
 JB1615| JB1624 OLNEY RADIO STA KSF 530 MAST        APPROX. 2.5 KM 1180917.5 |
 JB1615| JB1625 OLNEY MUNICIPAL TANK                APPROX. 5.0 KM 1361657.5 |
 JB1615| JB1622 OLNEY RADIO STA KSD 416 MAST        APPROX. 2.7 KM 1451333.0 |
 JB1615| JB1626 OLNEY RADIO STA KSJ 59 MAST         APPROX. 6.0 KM 1524853.1 |
 JB1615| CI3633 FOX RM 1                             19.825 METERS 15616     |
 JB1615| CI3636 FOX RM 4                             12.812 METERS 18803     |
 JB1615| CI3634 FOX RM 2                             27.958 METERS 24749     |
 JB1615| CI3632 FOX AZ MK                                          2901246.4 |
 JB1615|---------------------------------------------------------------------|
 JB1615
 JB1615                          SUPERSEDED SURVEY CONTROL
 JB1615
 JB1615  NAD 83(1997)-  38 45 38.08835(N)    088 06 51.67883(W) AD(       ) 2
 JB1615  NAD 83(1986)-  38 45 38.09629(N)    088 06 51.67982(W) AD(       ) 2
 JB1615  NAD 27      -  38 45 37.92359(N)    088 06 51.54114(W) AD(       ) 2
 JB1615
 JB1615.Superseded values are not recommended for survey control.
 JB1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1615.See file dsdata.txt to determine how the superseded data were derived.
 JB1615
 JB1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0318090798(NAD 83)
 JB1615_MARKER: DS = TRIANGULATION STATION DISK
 JB1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1615
 JB1615  HISTORY     - Date     Condition        Report By
 JB1615  HISTORY     - 1961     MONUMENTED       CGS
 JB1615  HISTORY     - 1971     GOOD             NGS
 JB1615  HISTORY     - 1971     GOOD             NGS
 JB1615
 JB1615                          STATION DESCRIPTION
 JB1615
 JB1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1615'THE STATION IS ABOUT 3 MILES NORTHWEST OF OLNEY, ON THE PROPERTY OF
 JB1615'MR TOMMY BROOKS AND IS IN
 JB1615'THE SOUTHEAST 0.25 OF SECTION 20, T 4 N, R 10 E.  IT
 JB1615'IS 50.2 FEET SOUTHEAST OF THE
 JB1615'SOUTHEAST CORNER OF A FRAME HOUSE, 50
 JB1615'FEET NORTHWEST OF AN OIL WELL, 41 FEET SOUTHWEST
 JB1615'OF A POWER POLE, 37
 JB1615'FEET SOUTH OF A 20 INCH TREE AND 29 FEET SOUTHEAST OF A 24 INCH
 JB1615'TREE.  THE MONUMENT
 JB1615'IS FLUSH AND THE DISK IS STAMPED FOX 1961.
 JB1615'
 JB1615'TO REACH THE STATION FROM THE JUCTION OF U S HIGHWAY 50 AND STATE
 JB1615'HIGHWAY 130 IN THE
 JB1615'WEST PART OF OLNEY, GO NORTH ON STATE HIGHWAY 130 FOR 3.05
 JB1615'MILES TO A SIDE ROAD LEFT.
 JB1615'TURN LEFT AND GO WEST ON A GRAVELD ROAD
 JB1615'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO
 JB1615'SOUTH ON A GRAVELED
 JB1615'ROAD FOR 0.9 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 JB1615'WEST ON THE
 JB1615'DRIVEWAY FOR 0.1 MILE TO THE STATION.
 JB1615'
 JB1615'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON A GRAVELED
 JB1615'ROAD FOR 0.55 MILE TO A
 JB1615'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED
 JB1615'ROAD FOR 0.55 MILE TO ANOTHER
 JB1615'SIDE ROAD RIGHT.  TURN RIGHT AND GO
 JB1615'NORTH ON A GRAVELED ROAD FOR 0.7 MILE TO A FRAME
 JB1615'HOUSE ON THE RIGHT.
 JB1615'TURN RIGHT AND GO EAST, PASSING TO THE NORTH OF THE HOUSE, FOR 0.1
 JB1615'MILE TO THE
 JB1615'AZIMUTH MARK AT THE SOUTHEAST CORNER OF A BARN.
 JB1615'
 JB1615'REFERENCE MARK 1 IS 98 FEET SOUTHEAST OF AN 18 INCH MAPLE TREE, 42
 JB1615'FEET SOUTHWEST OF
 JB1615'THE OIL WELL AND 8 FEET NORTH OF THE NORTHWEST CORNER OF
 JB1615'A FRAME SHED.  THE MONUMENT IS
 JB1615'FLUSH AND THE DISK IS STAMPED FOX NO 1961.
 JB1615'
 JB1615'REFERENCE MARK 2 IS 58 FEET SOUTHWEST OF THE 18 INCH MAPLE TREE, 34
 JB1615'FEET SOUTH OF A
 JB1615'WOODEN GATE AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT
 JB1615'PROJECTS 2 INCHES AND THE
 JB1615'DISK IS STAMPED FOX NO 2 1961.
 JB1615'
 JB1615'THE AZIMUTH MARK IS ON THE PROPERTY OF MR A R MERRITT, 1 FOOT EAST OF
 JB1615'THE SOUTHEAST CORNER
 JB1615'OF A BARN.  THE MONUMENT IS FLUSH IS FLUSH AND THE
 JB1615'DISK IS STAMPED FOX 1961.
 JB1615'
 JB1615'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JB1615
 JB1615                          STATION RECOVERY (1971)
 JB1615
 JB1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1615'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 JB1615'GOOD CONDITION.
 JB1615'THE LINE OF SIGHT TO REFERENCE MARK 2 IS OBSTRUCTED
 JB1615'BY AN IMPLEMENT SHED.  REFERENCE
 JB1615'MARK 1 WAS NOT FOUND.  THE STATION
 JB1615'WAS OCCUPIED TO PROVE DIRECTION TO RADIO MAST.  THE
 JB1615'DIRECTION TO THE
 JB1615'WATER TANK CHECKED.  RADIO STATION KSF 530 LISTED AT THIS STATION
 JB1615'SHOULD BE CHANGED
 JB1615'TO KSF 59 AND ALL DATA CHANGED AS SUCH.  DUE TO
 JB1615'FREEZING WEATHER NO NEW MARKS COULD
 JB1615'BE SET AND THIS STATION WILL BE
 JB1615'OCCUPIED AT A LATER DATE AND NEW MARKS SET AS WELL AS NEW DESCRIPTION.
 JB1615'
 JB1615'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB1615
 JB1615                          STATION RECOVERY (1971)
 JB1615
 JB1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1615'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE FOUND IN
 JB1615'GOOD CONDITION.
 JB1615'REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED TO
 JB1615'HAVE BEEN DESTROYED.  THE LINE OF
 JB1615'SIGHT TO REFERENCE MARK 2 IS
 JB1615'OBSTRUCTED BY AN IMPLEMENT SHED.  REFERENCE MARKS 3
 JB1615'AND 4 WERE SET.
 JB1615'REFERENCE MARK 2 WAS LEFT INTACT.  A NEW DESCRIPTION FOLLOWS-
 JB1615'
 JB1615'THE STATION IS LOCATED IN THE SOUTHEAST 0.25 OF SEC 20, T-4-N,
 JB1615'R-10-E, 1 FOOT EAST
 JB1615'OF A METAL WITNESS POST, 41 FEET SOUTHWEST OF A UTILITY
 JB1615'POLE, 58 FEET WEST OF THE
 JB1615'CENTERLINE OF A GRAVELED DRIVEWAY, 49 FEET
 JB1615'NORTHWEST OF THE SHAFT OF AN OIL WELL, 16
 JB1615'FEET NORTHEAST OF THE
 JB1615'NORTHEAST CORNER OF AN IMPLEMENT SHED, 28 FEET SOUTHEAST OF
 JB1615'A 24 INCH TREE AND
 JB1615'49 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD
 JB1615'ABANDONED HOUSE.  THE
 JB1615'MONUMENT IS FLUSH AND THE DISK IS STAMPED FOX
 JB1615'1961.  THE STATION IS
 JB1615'LOCATED ON THE PROPERTY OF MR TOMMY BROOKS.
 JB1615'
 JB1615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 130 AND 250
 JB1615'AT THE WEST EDGE
 JB1615'OF OLNEY, GO NORTH ON HIGHWAY 130 FOR 3.05 MILES TO
 JB1615'A SIDE ROAD LEFT.  TURN LEFT AND GO
 JB1615'WEST ON THE PAVED ROAD FOR 1.0
 JB1615'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON THE
 JB1615'ROAD FOR 0.9 MILE
 JB1615'TO A DRIVEWAY ON THE RIGHT AND THE STATION ABOUT 0.1 MILE WEST OF THE
 JB1615'ROAD.  CONTINUE
 JB1615'SOUTH ON THE ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT.
 JB1615'TURN RIGHT AND GO WEST ON GRAVELED
 JB1615'ROAD FOR 0.55 MILE TO A SIDE ROAD
 JB1615'RIGHT.  TURN RIGHT AND GO NORTH ON THE ROAD FOR 0.7
 JB1615'MILE TO A FRAME
 JB1615'HOUSE ON THE RIGHT.  TURN RIGHT AND GO EAST FOR ABOUT 0.1 MILE TO A
 JB1615'BARN AND THE AZIMUTH MARK.
 JB1615'
 JB1615'REFERENCE MARK 3 IS 7 FEET WEST OF THE UTILITY POLE, 3 FEET SOUTHEAST
 JB1615'OF A 10 INCH TREE,
 JB1615'29 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND
 JB1615'71 FEET SOUTHEAST OF THE SOUTHEAST
 JB1615'CORNER OF THE HOUSE.  THE MONUMENT
 JB1615'PROJECTS 2 INCHES AND THE DISK IS STAMPED FOX 1961 NO 3 1971.
 JB1615'
 JB1615'REFERENCE MARK 4 IS 1 FOOT NORTHEAST OF THE NORTHEAST CORNER OF THE
 JB1615'SHED, 53 FEET
 JB1615'SOUTHWEST OF THE OIL WELL SHAFT AND 1 FOOT EAST OF THE
 JB1615'EAST WALL OF THE SHED.  THE
 JB1615'MONUMENT PROJECTS 2 INCHES AND THE DISK
 JB1615'IS STAMPED FOX 1961 NO 4 1971.
 JB1615'
 JB1615'THE AZIMUTH MARK IS ON THE PROPERTY OF MR A R MERRITT, 1 FOOT EAST OF
 JB1615'THE SOUTHEAST
 JB1615'CORNER OF THE BARN AND 1 FOOT NORTH OF THE METAL
 JB1615'WITNESS POST.  THE MONUMENT IS
 JB1615'FLUSH AND THE DISK IS STAMPED FOX 1961.
 JB1615'
 JB1615'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1230 ***********************************************************************
 MF1230  DESIGNATION -  FOX 56 A D CO
 MF1230  PID         -  MF1230
 MF1230  STATE/COUNTY-  IL/KANE
 MF1230  USGS QUAD   -  AURORA NORTH (1993)
 MF1230
 MF1230                         *CURRENT SURVEY CONTROL
 MF1230  ___________________________________________________________________
 MF1230* NAD 83(1986)-  41 48 23.     (N)    088 19 20.     (W)     SCALED    
 MF1230* NAVD 88     -       198.475  (meters)     651.16   (feet)  ADJUSTED  
 MF1230  ___________________________________________________________________
 MF1230  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1230  DYNAMIC HT  -         198.406 (meters)     650.94  (feet)  COMP
 MF1230  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 MF1230
 MF1230  VERT ORDER  -  THIRD
 MF1230
 MF1230.The horizontal coordinates were scaled from a topographic map and have
 MF1230.an estimated accuracy of +/- 6 seconds.
 MF1230
 MF1230.The orthometric height was determined by differential leveling
 MF1230.and adjusted by the National Geodetic Survey in June 1991..
 MF1230
 MF1230.The geoid height was determined by GEOID03.
 MF1230
 MF1230.The dynamic height is computed by dividing the NAVD 88
 MF1230.geopotential number by the normal gravity value computed on the
 MF1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1230.degrees latitude (g = 980.6199 gals.).
 MF1230
 MF1230.The modeled gravity was interpolated from observed gravity values.
 MF1230
 MF1230;                    North         East    Units  Estimated Accuracy
 MF1230;SPC IL E     -   570,600.      300,920.      MT  (+/- 180 meters Scaled)
 MF1230
 MF1230                          SUPERSEDED SURVEY CONTROL
 MF1230
 MF1230.No superseded survey control is available for this station.
 MF1230
 MF1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM901291(NAD 83)
 MF1230_MARKER: DB = BENCH MARK DISK
 MF1230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MF1230_SP_SET: WALK OF BRIDGE
 MF1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1230+STABILITY: SURFACE MOTION
 MF1230
 MF1230  HISTORY     - Date     Condition        Report By
 MF1230  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1230  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF1230
 MF1230                          STATION DESCRIPTION
 MF1230
 MF1230'DESCRIBED BY MARCHESE AND SONS 1983
 MF1230'IN NORTH AURORA.
 MF1230'300 FEET EAST OF THE CENTERLINE OF THE FOX RIVER WHERE IT INTERSECTS
 MF1230'STATE ROUTE 56, ON THE NORTHEAST END OF A BRIDGE OVER A SMALL BRANCH
 MF1230'OF THE FOX RIVER, THE BRIDGE IS 150 FEET WEST OF THE CENTERLINE OF
 MF1230'GRANT STREET, AND 250 FEET WEST OF THE BURLINGTON NORTHERN RAILROAD
 MF1230'TRACKS, IN A CONCRETE WALK 24.0 FEET WEST OF THE ENTRANCE TO NORTH
 MF1230'AURORA POLICE STATION.
 MF1230
 MF1230                          STATION RECOVERY (1998)
 MF1230
 MF1230'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1231 ***********************************************************************
 MF1231  DESIGNATION -  FOX 56 B D CO
 MF1231  PID         -  MF1231
 MF1231  STATE/COUNTY-  IL/KANE
 MF1231  USGS QUAD   -  AURORA NORTH (1993)
 MF1231
 MF1231                         *CURRENT SURVEY CONTROL
 MF1231  ___________________________________________________________________
 MF1231* NAD 83(1986)-  41 48 36.     (N)    088 18 30.     (W)     SCALED    
 MF1231* NAVD 88     -       215.525  (meters)     707.10   (feet)  ADJUSTED  
 MF1231  ___________________________________________________________________
 MF1231  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF1231  DYNAMIC HT  -         215.451 (meters)     706.86  (feet)  COMP
 MF1231  MODELED GRAV-     980,272.3   (mgal)                       NAVD 88
 MF1231
 MF1231  VERT ORDER  -  THIRD
 MF1231
 MF1231.The horizontal coordinates were scaled from a topographic map and have
 MF1231.an estimated accuracy of +/- 6 seconds.
 MF1231
 MF1231.The orthometric height was determined by differential leveling
 MF1231.and adjusted by the National Geodetic Survey in June 1991..
 MF1231
 MF1231.The geoid height was determined by GEOID03.
 MF1231
 MF1231.The dynamic height is computed by dividing the NAVD 88
 MF1231.geopotential number by the normal gravity value computed on the
 MF1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1231.degrees latitude (g = 980.6199 gals.).
 MF1231
 MF1231.The modeled gravity was interpolated from observed gravity values.
 MF1231
 MF1231;                    North         East    Units  Estimated Accuracy
 MF1231;SPC IL E     -   571,000.      302,080.      MT  (+/- 180 meters Scaled)
 MF1231
 MF1231                          SUPERSEDED SURVEY CONTROL
 MF1231
 MF1231.No superseded survey control is available for this station.
 MF1231
 MF1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM913295(NAD 83)
 MF1231_MARKER: DB = BENCH MARK DISK
 MF1231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MF1231_SP_SET: HEADWALL
 MF1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1231+STABILITY: SURFACE MOTION
 MF1231
 MF1231  HISTORY     - Date     Condition        Report By
 MF1231  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1231  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF1231
 MF1231                          STATION DESCRIPTION
 MF1231
 MF1231'DESCRIBED BY MARCHESE AND SONS 1983
 MF1231'IN NORTH AURORA.
 MF1231'AT THE EAST END OF NORTH AURORA, AND ON THE SOUTH SIDE OF STATE
 MF1231'HIGHWAY 56, 0.9 MILE EAST OF THE FOX RIVER, 36.0 FEET SOUTH OF THE
 MF1231'EDGE OF THE PAVEMENT, 200.0 FEET EAST OF NORTH AURORA SIGN, IN TOP OF
 MF1231'MIDDLE CONCRETE HEADWALL FOR CREEK DRAINING NORTH AND SOUTH, 131.4
 MF1231'FEET NORTHWEST OF WOOD SERVICE POLE ALONG SOUTH HIGHWAY RIGHT-OF-WAY.
 MF1231
 MF1231                          STATION RECOVERY (1998)
 MF1231
 MF1231'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1740 ***********************************************************************
 JB1740  DESIGNATION -  FOX HOUND
 JB1740  PID         -  JB1740
 JB1740  STATE/COUNTY-  IL/HAMILTON
 JB1740  USGS QUAD   -  MACEDONIA (1974)
 JB1740
 JB1740                         *CURRENT SURVEY CONTROL
 JB1740  ___________________________________________________________________
 JB1740* NAD 83(1997)-  38 01 54.71966(N)    088 41 27.40095(W)     ADJUSTED  
 JB1740* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 JB1740  ___________________________________________________________________
 JB1740  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JB1740  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 JB1740
 JB1740  HORZ ORDER  -  SECOND
 JB1740
 JB1740.The horizontal coordinates were established by classical geodetic methods
 JB1740.and adjusted by the National Geodetic Survey in October 1999..
 JB1740
 JB1740.The orthometric height was scaled from a topographic map.
 JB1740
 JB1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1740
 JB1740.The geoid height was determined by GEOID03.
 JB1740
 JB1740;                    North         East     Units Scale Factor Converg.
 JB1740;SPC IL E     -   151,572.215   268,604.445   MT  0.99998713   -0 13 13.2
 JB1740;SPC IL E     -   497,283.18    881,246.42   sFT  0.99998713   -0 13 13.2
 JB1740;UTM  16      - 4,210,700.080   351,598.596   MT  0.99987124   -1 02 31.1
 JB1740
 JB1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1740!SPC IL E     -   0.99997740  x   0.99998713  =   0.99996453
 JB1740!UTM  16      -   0.99997740  x   0.99987124  =   0.99984865
 JB1740
 JB1740:                Primary Azimuth Mark                     Grid Az
 JB1740:SPC IL E     -  DAHLGREN RADIO STA KSC 371 TWR           000 50 57.8
 JB1740:UTM  16      -  DAHLGREN RADIO STA KSC 371 TWR           001 40 15.7
 JB1740
 JB1740|---------------------------------------------------------------------|
 JB1740| PID    Reference Object                     Distance      Geod. Az  |
 JB1740|                                                           dddmmss.s |
 JB1740| JB1745 DAHLGREN RADIO STA KSC 371 TWR      APPROX.14.6 KM 0003744.6 |
 JB1740| CI3637 FOX HOUND AZ MK                                    0470748.2 |
 JB1740| JB1734 MC LEANSBORO W MUNICIPAL TANK       APPROX.14.9 KM 0620413.0 |
 JB1740| JB1737 MC LEANSBORO E MUNICIPAL TANK       APPROX.14.9 KM 0620724.5 |
 JB1740| JB1735 BRADEN RADIO STA KSC 36 MAST        APPROX. 7.1 KM 1134227.0 |
 JB1740| CI3638 FOX HOUND RM 1                       19.692 METERS 15958     |
 JB1740| CI3639 FOX HOUND RM 2                       21.312 METERS 22307     |
 JB1740|---------------------------------------------------------------------|
 JB1740
 JB1740                          SUPERSEDED SURVEY CONTROL
 JB1740
 JB1740  NAD 83(1997)-  38 01 54.72898(N)    088 41 27.40030(W) AD(       ) 2
 JB1740  NAD 83(1986)-  38 01 54.73194(N)    088 41 27.40219(W) AD(       ) 2
 JB1740  NAD 27      -  38 01 54.55714(N)    088 41 27.19272(W) AD(       ) 2
 JB1740
 JB1740.Superseded values are not recommended for survey control.
 JB1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1740.See file dsdata.txt to determine how the superseded data were derived.
 JB1740
 JB1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5159910700(NAD 83)
 JB1740_MARKER: DS = TRIANGULATION STATION DISK
 JB1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1740_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1740
 JB1740  HISTORY     - Date     Condition        Report By
 JB1740  HISTORY     - 1961     MONUMENTED       CGS
 JB1740
 JB1740                          STATION DESCRIPTION
 JB1740
 JB1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1740'NO MEASUREMENT BETWEEN RMS LARGE DOGHOUSE ON LINE.
 JB1740'
 JB1740'THE STATION IS ABOUT 9.5 MILES SOUTHWEST OF MCLEANSBORO, ABOUT 1 MILE
 JB1740'SOUTHEAST OF MACEDONIA, ON
 JB1740'THE PROPERTY OF MR LEONARD SANDERS AND IS IN THE
 JB1740'NORTHEAST .25 OF SECTION 6, T 6 S R
 JB1740'5 E.  IT IS 117 FEET NORTHEAST OF
 JB1740'THE NORTHWEST CORNER OF A HOUSE, 49 FEET EAST OF A
 JB1740'WIRE FENCE, 31
 JB1740'FEET SOUTH OF THE SOUTHEAST CORNER OF A CHICKEN HOUSE AND 61 FEET
 JB1740'NORTH OF A WITNESS
 JB1740'POST AND WIRE FENCE.  THE MONUMENT IS FLUSH AND
 JB1740'THE DISK IS STAMPED FOX HOUND 1961.
 JB1740'
 JB1740'TO REACH FROM THE POST OFFICE IN MCLEANSBORO, GO SOUTH ON JACKSON
 JB1740'STREET FOR 0.15 MILE TO A
 JB1740'JUNCTION WITH U S HIGHWAY 460 AND STATE HIGHWAYS 14
 JB1740'AND 142.  TURN RIGHT AND GO WEST
 JB1740'ON HIGHWAY 14 FOR 6.6 MILES TO A RED
 JB1740'BRICK SCHOOL ON THE RIGHT.  CONTINUE WEST ON
 JB1740'HIGHWAY 14 FOR 1.3 MILE
 JB1740'TO A 5 POINT ROAD JUNCTION.  TURN LEFT AND GO SOUTH ON A
 JB1740'GRAVELED ROAD
 JB1740'FOR 2.95 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE GRAVELED
 JB1740'ROAD FOR 0.45 MILE TO A
 JB1740'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 JB1740'GRAVELED ROAD FOR 0.65 MILE TO THE STATION.
 JB1740'
 JB1740'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON A GRAVELED ROAD
 JB1740'FOR 0.3 MILE TO THE MARK ON THE LEFT.
 JB1740'
 JB1740'REFERENCE MARK 1 IS 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JB1740'HOUSE, 14 FEET EAST OF THE
 JB1740'WITNESS POST AND 1 FOOT SOUTHWEST OF A CORNER FENCE
 JB1740'POST.  THE MONUMENT IS FLUSH AND
 JB1740'THE DISK IS STAMPED FOX HOUND NO 1 1961.
 JB1740'
 JB1740'REFERENCE MARK 2 IS 49 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 JB1740'HOUSE, 12 FEET NORTH OF A
 JB1740'T-FENCE CORNER AND 6 INCHES EAST OF THE WIRE FENCE.
 JB1740'THE MONUMENT PROJECTS 4 INCHES AND
 JB1740'THE DISK IS STAMPED FOX HOUND NO 2 1961.
 JB1740'
 JB1740'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 JB1740'ROAD, 2 FEET WEST OF A
 JB1740'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 JB1740'MONUMENT PROJECTS 3 INCHES
 JB1740'AND THE DISK STAMPED FOX HOUND 1961.
 JB1740'
 JB1740'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1056 ***********************************************************************
 NH1056  DESIGNATION -  FOX LAKE MUNICIPAL TANK
 NH1056  PID         -  NH1056
 NH1056  STATE/COUNTY-  IL/LAKE
 NH1056  USGS QUAD   -  FOX LAKE (1993)
 NH1056
 NH1056                         *CURRENT SURVEY CONTROL
 NH1056  ___________________________________________________________________
 NH1056* NAD 83(1997)-  42 23 55.05094(N)    088 10 52.63756(W)     ADJUSTED  
 NH1056* NAVD 88     -                                                        
 NH1056  ___________________________________________________________________
 NH1056  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NH1056  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NH1056
 NH1056  HORZ ORDER  -  THIRD
 NH1056
 NH1056.The horizontal coordinates were established by classical geodetic methods
 NH1056.and adjusted by the National Geodetic Survey in October 1999..
 NH1056
 NH1056
 NH1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1056
 NH1056.The geoid height was determined by GEOID03.
 NH1056
 NH1056;                    North         East     Units Scale Factor Converg.
 NH1056;SPC IL E     -   636,390.862   312,517.816   MT  0.99997693   +0 06 09.1
 NH1056;SPC IL E     - 2,087,892.35  1,025,318.87   sFT  0.99997693   +0 06 09.1
 NH1056;SPC WI S     -    45,917.895   749,738.315   MT  1.00008428   +1 14 58.7
 NH1056;SPC WI S     -   150,648.96  2,459,766.46   sFT  1.00008428   +1 14 58.7
 NH1056;UTM  16      - 4,694,712.493   402,780.841   MT  0.99971629   -0 47 47.7
 NH1056
 NH1056                          SUPERSEDED SURVEY CONTROL
 NH1056
 NH1056  NAD 83(1997)-  42 23 55.05076(N)    088 10 52.63766(W) AD(       ) 4
 NH1056  NAD 83(1997)-  42 23 55.05008(N)    088 10 52.64203(W) AD(       ) 4
 NH1056  NAD 83(1986)-  42 23 55.04921(N)    088 10 52.64827(W) AD(       ) 4
 NH1056  NAD 27      -  42 23 54.97900(N)    088 10 52.33700(W) AD(       ) 3
 NH1056
 NH1056.Superseded values are not recommended for survey control.
 NH1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1056.See file dsdata.txt to determine how the superseded data were derived.
 NH1056
 NH1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0278194712(NAD 83)
 NH1056_MARKER: 53 = ELEVATED TANK
 NH1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1056+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 NH1056
 NH1056  HISTORY     - Date     Condition        Report By
 NH1056  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1056  HISTORY     - 1946     GOOD             CGS
 NH1056  HISTORY     - 1954     GOOD             CGS
 NH1056  HISTORY     - 1966     GOOD             CGS
 NH1056  HISTORY     - 1987     GOOD             USPSQD
 NH1056  HISTORY     - 19910519 GOOD             USPSQD
 NH1056  HISTORY     - 19940515 GOOD             USPSQD
 NH1056  HISTORY     - 19981211 GOOD             USPSQD
 NH1056  HISTORY     - 20041113 GOOD             USPSQD
 NH1056
 NH1056                          STATION DESCRIPTION
 NH1056
 NH1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1056'THIS STATION IS THE TALL SLIM SILVER MUNICIPAL TANK IN THE
 NH1056'TOWN OF FOX LAKE, ILLINOIS.  IT IS LOCATED ON A HIGH KNOLL
 NH1056'ON THE NORTH SIDE OF THE TOWN, ABOUT 60 FEET NORTHWEST OF THE
 NH1056'NORTHWEST CORNER OF THE VILLAGE HALL AND ABOUT 25 FEET NORTH
 NH1056'OF THE PUMP HOUSE.  IT IS ABOUT 0.15 MILE NORTH OF THE MAIN
 NH1056'STREET (ILL.RT.60).  THE TANK WAS ERECTED IN 1928 AND IS
 NH1056'VERY PROMINENT.
 NH1056'
 NH1056'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.
 NH1056'THE SILVER OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET.
 NH1056'THE SILVER VERTICAL SECTION IS ABOUT 25 FEET HIGH, HAS A CATWALK
 NH1056'AND RAIL AROUND ITS BASE, AND THE WORDS FOX LAKE PAINTED
 NH1056'IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES.  THE FLAT
 NH1056'CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT IS
 NH1056'ABOUT 120 FEET.
 NH1056
 NH1056                          STATION RECOVERY (1946)
 NH1056
 NH1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CDM)
 NH1056'STATION WAS OBSERVED AS DESCRIBED.
 NH1056
 NH1056                          STATION RECOVERY (1954)
 NH1056
 NH1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1056'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NH1056'THE OLD DESCRIPTION IS ADEQUATE.
 NH1056
 NH1056                          STATION RECOVERY (1966)
 NH1056
 NH1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1056'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT
 NH1056'THIS TIME.  THE ROOF OF THE TANK HAS BEEN PAINTED RED.
 NH1056
 NH1056                          STATION RECOVERY (1987)
 NH1056
 NH1056'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH1056'RECOVERED IN GOOD CONDITION.
 NH1056
 NH1056                          STATION RECOVERY (1991)
 NH1056
 NH1056'RECOVERY NOTE BY US POWER SQUADRON 1991 (FB)
 NH1056'RECOVERED IN GOOD CONDITION.
 NH1056
 NH1056                          STATION RECOVERY (1994)
 NH1056
 NH1056'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1056'RECOVERED IN GOOD CONDITION.
 NH1056
 NH1056                          STATION RECOVERY (1998)
 NH1056
 NH1056'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1056'RECOVERED IN GOOD CONDITION.
 NH1056
 NH1056                          STATION RECOVERY (2004)
 NH1056
 NH1056'RECOVERY NOTE BY US POWER SQUADRON 2004 (VMR)
 NH1056'STRUCTURE IS FON LAKEBLACK LETERS) BLUE WATERTOWER.  STATION
 NH1056'DESCRIPTION AND DIRECTION ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1079 ***********************************************************************
 NH1079  DESIGNATION -  FOX RIVER GROVE MUNICIPAL TANK
 NH1079  PID         -  NH1079
 NH1079  STATE/COUNTY-  IL/MCHENRY
 NH1079  USGS QUAD   -  BARRINGTON (1983)
 NH1079
 NH1079                         *CURRENT SURVEY CONTROL
 NH1079  ___________________________________________________________________
 NH1079* NAD 83(1997)-  42 11 40.53756(N)    088 13 06.50118(W)     ADJUSTED  
 NH1079* NAVD 88     -                                                        
 NH1079  ___________________________________________________________________
 NH1079  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 NH1079  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NH1079
 NH1079  HORZ ORDER  -  THIRD
 NH1079
 NH1079.The horizontal coordinates were established by classical geodetic methods
 NH1079.and adjusted by the National Geodetic Survey in October 1999..
 NH1079
 NH1079
 NH1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1079
 NH1079.The geoid height was determined by GEOID03.
 NH1079
 NH1079;                    North         East     Units Scale Factor Converg.
 NH1079;SPC IL E     -   613,722.992   309,487.018   MT  0.99997611   +0 04 37.7
 NH1079;SPC IL E     - 2,013,522.85  1,015,375.32   sFT  0.99997611   +0 04 37.7
 NH1079;UTM  16      - 4,672,100.662   399,396.276   MT  0.99972453   -0 49 06.4
 NH1079
 NH1079                          SUPERSEDED SURVEY CONTROL
 NH1079
 NH1079  NAD 83(1997)-  42 11 40.53757(N)    088 13 06.50213(W) AD(       ) 4
 NH1079  NAD 83(1986)-  42 11 40.53890(N)    088 13 06.51265(W) AD(       ) 4
 NH1079  NAD 27      -  42 11 40.45200(N)    088 13 06.21900(W) AD(       ) 3
 NH1079
 NH1079.Superseded values are not recommended for survey control.
 NH1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1079.See file dsdata.txt to determine how the superseded data were derived.
 NH1079
 NH1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9939672101(NAD 83)
 NH1079_MARKER: 53 = ELEVATED TANK
 NH1079
 NH1079  HISTORY     - Date     Condition        Report By
 NH1079  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1079  HISTORY     - 1966     GOOD             CGS
 NH1079  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 NH1079
 NH1079                          STATION DESCRIPTION
 NH1079
 NH1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1079'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 NH1079'MUNICIPAL WATER TANK, LOCATED ON A PROMINENT HILL IN THE
 NH1079'SOUTHEAST SECTION OF FOX RIVER GROVE.  IT IS A STEEL TANK,
 NH1079'WITH AN OVAL BOTTOM AND FLAT CONICAL ROOF WITH 20 FOOT VERTICAL
 NH1079'SIDES.  IT IS ATOP A 4 LEGGED STEEL TRUSSWORK STRUCTURE, THE
 NH1079'ENTIRE STRUCTURE IS PAINTED SILVER AND THE TOTAL HEIGHT IS
 NH1079'ABOUT 90 FEET.  THE TANK HAS THE LEGEND FOX RIVER GROVE
 NH1079'PAINTED IN BLACK LETTERS ON 4 SIDES.
 NH1079
 NH1079                          STATION RECOVERY (1966)
 NH1079
 NH1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1079'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 NH1079'CONDITION AT THIS TIME.
 NH1079
 NH1079                          STATION RECOVERY (1995)
 NH1079
 NH1079'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1733 ***********************************************************************
 MF1733  DESIGNATION -  FOY
 MF1733  PID         -  MF1733
 MF1733  STATE/COUNTY-  IL/LEE
 MF1733  USGS QUAD   -  HARMON (1982)
 MF1733
 MF1733                         *CURRENT SURVEY CONTROL
 MF1733  ___________________________________________________________________
 MF1733* NAD 83(1997)-  41 38 29.17206(N)    089 36 34.38017(W)     ADJUSTED  
 MF1733* NAVD 88     -       214.2    (meters)     703.     (feet)  GPS OBS   
 MF1733  ___________________________________________________________________
 MF1733  X           -      32,530.714 (meters)                     COMP
 MF1733  Y           -  -4,773,579.213 (meters)                     COMP
 MF1733  Z           -   4,216,044.850 (meters)                     COMP
 MF1733  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 MF1733  ELLIP HEIGHT-         181.14  (meters)          (12/06/04) GPS OBS
 MF1733  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1733
 MF1733  HORZ ORDER  -  FIRST
 MF1733  ELLP ORDER  -  FOURTH    CLASS I
 MF1733
 MF1733.The horizontal coordinates were established by GPS observations
 MF1733.and adjusted by the National Geodetic Survey in September 1998..
 MF1733
 MF1733.The orthometric height was determined by GPS observations and a
 MF1733.high-resolution geoid model.
 MF1733
 MF1733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1733
 MF1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1733
 MF1733.The ellipsoidal height was determined by GPS observations
 MF1733.and is referenced to NAD 83.
 MF1733
 MF1733.The geoid height was determined by GEOID03.
 MF1733
 MF1733;                    North         East     Units Scale Factor Converg.
 MF1733;SPC IL W     -   552,409.306   746,413.108   MT  0.99996768   +0 22 12.7
 MF1733;SPC IL W     - 1,812,362.86  2,448,857.01   sFT  0.99996768   +0 22 12.7
 MF1733;UTM  16      - 4,613,256.442   282,665.345   MT  1.00018130   -1 44 04.7
 MF1733
 MF1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1733!SPC IL W     -   0.99997159  x   0.99996768  =   0.99993927
 MF1733!UTM  16      -   0.99997159  x   1.00018130  =   1.00015288
 MF1733
 MF1733:                Primary Azimuth Mark                     Grid Az
 MF1733:SPC IL W     -  DIXON BORDEN CO STACK                    022 00 32.5
 MF1733:UTM  16      -  DIXON BORDEN CO STACK                    024 06 49.9
 MF1733
 MF1733|---------------------------------------------------------------------|
 MF1733| PID    Reference Object                     Distance      Geod. Az  |
 MF1733|                                                           dddmmss.s |
 MF1733| MF1608 DIXON BORDEN CO STACK               APPROX.24.6 KM 0222245.2 |
 MF1733| MF1610 DIXON ILL NORTHERN UTIL CO STK      APPROX.24.4 KM 0231649.5 |
 MF1733| MF1612 DIXON STATE HOSPITAL STACK          APPROX.28.4 KM 0232525.1 |
 MF1733| MF1734 HARMON MUNICIPAL TANK               APPROX. 9.9 KM 0271427.4 |
 MF1733| MF1606 DIXON MENDUSA CEMENT CO STACK       APPROX.27.6 KM 0274815.1 |
 MF1733| MF1735 WALNUT MUNICIPAL TANK               APPROX. 9.7 KM 1650700.6 |
 MF1733| MF1739 NORMANDY ATHERTON GRAIN CO TK       APPROX. 9.3 KM 1934542.8 |
 MF1733| CI7427 FOY RM 1                             52.191 METERS 20528     |
 MF1733| CI7428 FOY RM 2                             44.232 METERS 25104     |
 MF1733| MF1744 TAMPICO MUNICIPAL TANK              APPROX.14.6 KM 2645237.8 |
 MF1733| MF1746 TAMPICO FARMERS ELEV CO TOWER       APPROX.14.8 KM 2650946.8 |
 MF1733| MF1743 TAMPICO ST MARYS CHURCH SPIRE       APPROX.14.6 KM 2655544.8 |
 MF1733| MF1750 PROPHETSTOWN MUNICIPAL TANK         APPROX.27.0 KM 2771440.1 |
 MF1733| CI7426 FOY AZ MK                                          3111317.0 |
 MF1733|---------------------------------------------------------------------|
 MF1733
 MF1733                          SUPERSEDED SURVEY CONTROL
 MF1733
 MF1733  ELLIP H (09/15/98)  181.19   (m)                       GP(       ) 3 1
 MF1733  NAD 83(1986)-  41 38 29.17864(N)    089 36 34.38550(W) AD(       ) 1
 MF1733  NAD 27      -  41 38 29.05400(N)    089 36 34.02400(W) AD(       ) 1
 MF1733
 MF1733.Superseded values are not recommended for survey control.
 MF1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1733.See file dsdata.txt to determine how the superseded data were derived.
 MF1733
 MF1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8266513256(NAD 83)
 MF1733_MARKER: DS = TRIANGULATION STATION DISK
 MF1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1733_PROJECTION: FLUSH
 MF1733_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1733+STABILITY: SURFACE MOTION
 MF1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1733+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003
 MF1733
 MF1733  HISTORY     - Date     Condition        Report By
 MF1733  HISTORY     - 1935     MONUMENTED       CGS
 MF1733  HISTORY     - 1954     GOOD             CGS
 MF1733  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 MF1733  HISTORY     - 19960808 GOOD             SECI
 MF1733  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1733  HISTORY     - 20030605 GOOD             USPSQD
 MF1733
 MF1733                          STATION DESCRIPTION
 MF1733
 MF1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1733'STATION IS ABOUT 11-1/2 MILES SSE OF STERLING, ABOUT 10 MILES
 MF1733'EAST OF TAMPICO, IN NW 1/4 SEC. 17 T 19 N R 8 E, ON FARM
 MF1733'OWNED AND OCCUPIED BY E.H. FOY, IN WEST END OF LARGE PASTURE,
 MF1733'ON HIGHEST POINT OF PROMINENT NORTHWEST-SOUTHEAST RIDGE, ABOUT
 MF1733'0.8 MILE WSW OF MR. FOYS HOUSE, ABOUT 0.15 MILE EAST OF THE
 MF1733'NORTH-SOUTH SECTION-LINE ROAD, ABOUT 0.1 MILE SOUTH OF THE
 MF1733'EAST-WEST SECTION-LINE ROAD, ABOUT 0.15 MILE SSE OF NW CORNER
 MF1733'OF THE PASTURE.  THE MARK PROJECTS 5 INCHES.
 MF1733'
 MF1733'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 MF1733'TABLETS SET IN CONCRETE.
 MF1733'
 MF1733'AZ. MK. IS NW OF STATION, ABOUT 240 FEET NORTH OF INTERSECTION
 MF1733'OF SECTION-LINE ROADS, 30 FEET WEST OF CENTER-LINE OF THE
 MF1733'NORTH-SOUTH ROAD, ON PASTURE (RIGHT-OF-WAY) FENCE LINE, ABOUT
 MF1733'200 FEET NORTH OF THE SE CORNER-POST, ABOUT 250 FEET ESE OF THE
 MF1733'STEEL TRANSMISSION TOWER.  IT PROJECTS 5 INCHES.
 MF1733'
 MF1733'R.M. NO. 1 IS SSW OF STATION, ON THE NORTH NORTH-WEST SOUTH
 MF1733'SOUTHEAST PASTURE FENCE LINE, 49 FEET NNW OF THE SW CORNER-POST
 MF1733'OF PASTURE FENCE.  IT PROJECTS 4 INCHES.
 MF1733'
 MF1733'R.M. NO. 2 IS WSW OF STATION, ON THE NORTH NORTHWEST-SOUTH
 MF1733'SOUTHEAST PASTURE FENCE LINE, 124.90 FEET NNW OF R.M. NO. 1.
 MF1733'IT PROJECTS 6 INCHES.
 MF1733'
 MF1733'TO REACH FROM BRIDGE ACROSS ROCK RIVER AT STERLING, GO SOUTH
 MF1733'ON ILLINOIS HIGHWAY NO. 88, ABOUT 11 MILES TO GRAVEL CROSS-ROADS
 MF1733'AT SIGN, TAMPICO 5 MILES WHICH IS ABOUT 0.25 MILE NORTH OF A
 MF1733'STEEL TRUSS BRIDGE OVER DRAINAGE DITCH (THIS CROSS-ROADS IS
 MF1733'4.0 MILES SOUTH OF JUNCTION OF HIGHWAYS 88 AND 226).  GO EAST
 MF1733'ON GRAVEL ROAD 2.8 MILES TO R.R. CROSSING.  CONTINUE EAST
 MF1733'ON GRAVEL ROAD 2.2 MILES TO CROSS-ROADS.  THENCE NORTH 1.0
 MF1733'MILE TO MR. FOYS HOUSE ON WEST SIDE OF ROAD.  THENCE WEST
 MF1733'THRU BARN YARD AND WSW ACROSS PASTURE 0.8 MILE TO HIGHEST
 MF1733'POINT OF RIDGE AND STATION.
 MF1733'
 MF1733'A 100-FOOT SIGNAL AT OLSON COMES INTO VIEW AT 30 FEET.
 MF1733'
 MF1733'A 100-FOOT SIGNAL AT ROCKI IS VISIBLE FROM THE GROUND.
 MF1733'
 MF1733'A 100-FOOT SIGNAL AT HOLLENBECK IS VISIBLE FROM THE GROUND.
 MF1733'
 MF1733'AN 87-FOOT SIGNAL AT SMITH IS VISIBLE FROM THE GROUND.
 MF1733'
 MF1733'A 100-FOOT SIGNAL AT BRADY COMES INTO VIEW AT 10 FEET.
 MF1733'
 MF1733'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 MF1733
 MF1733                          STATION RECOVERY (1954)
 MF1733
 MF1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1733'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MF1733'IN GOOD CONDITION.  DIRECTION TO ALL MARKS WERE CHECKED AND
 MF1733'FOUND CORRECT.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 DID
 MF1733'NOT CHECK.  THE OLD DESCRIPTION IS ADEQUATE WITH THE ABOVE
 MF1733'CHANGES AND THE FOLLOWING NEW TO REACH--
 MF1733'
 MF1733'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HARMON GO
 MF1733'SOUTH ON PAVED ROAD FOR 1.3 MILES TO A GRAVEL CROSSROAD AND
 MF1733'END OF PAVEMENT, CONTINUE SOUTH ON GRAVEL ROAD FOR 3.9 MILES
 MF1733'TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON GRAVEL
 MF1733'ROAD FOR 2.0 MILES TO A T ROAD, TURN LEFT AND GO SOUTH ON
 MF1733'GRAVEL ROAD FOR 1.0 MILE TO A GRAVEL CROSSROAD, TURN RIGHT
 MF1733'AND GO WEST ON GRAVEL ROAD FOR 0.95 MILE TO A GRAVEL CROSSROAD,
 MF1733'TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 0.5 MILE TO A GATE
 MF1733'ON THE RIGHT INTO A FIELD *, TURN RIGHT THROUGH GATE AND GO
 MF1733'EAST ALONG THE NORTH SIDE OF FENCE LINE FOR 0.25 MILE TO A
 MF1733'GATE, PASS THROUGH GATE AND GO NORTH ALONG THE EAST SIDE OF
 MF1733'FENCE LINE FOR 0.25 MILE TO A FENCE CORNER, TURN LEFT AND
 MF1733'GO NORTHWEST ACROSS FIELD FOR 0.1 MILE TO A FENCE CORNER
 MF1733'AND GATE, PASS THROUGH GATE AND GO WESTERLY FOR 0.2 MILE TO
 MF1733'THE TOP OF HILL AND THE STATION AS DESCRIBED.
 MF1733'
 MF1733'TO REACH THE AZIMUTH MARK FROM THIS * POINT CONTINUE NORTH
 MF1733'ON GRAVEL ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MF1733'
 MF1733'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MF1733
 MF1733                          STATION RECOVERY (1995)
 MF1733
 MF1733'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1733'MARK NOT FOUND.
 MF1733
 MF1733                          STATION RECOVERY (1996)
 MF1733
 MF1733'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1733'RECOVERED AS DESCRIBED.
 MF1733
 MF1733                          STATION RECOVERY (2002)
 MF1733
 MF1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1733'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1733
 MF1733                          STATION RECOVERY (2003)
 MF1733
 MF1733'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1733'RM 1 LOCATED IN GOOD CONDITION. RM 2 AND AZIMUTH NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2644 ***********************************************************************
 ME2644  DESIGNATION -  FRANKFORT GRAIN CO ELEVATOR
 ME2644  PID         -  ME2644
 ME2644  STATE/COUNTY-  IL/WILL
 ME2644  USGS QUAD   -  FRANKFORT (1990)
 ME2644
 ME2644                         *CURRENT SURVEY CONTROL
 ME2644  ___________________________________________________________________
 ME2644* NAD 83(1997)-  41 29 56.55094(N)    087 51 01.77682(W)     ADJUSTED  
 ME2644* NAVD 88     -                                                        
 ME2644  ___________________________________________________________________
 ME2644  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 ME2644  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 ME2644
 ME2644  HORZ ORDER  -  THIRD
 ME2644
 ME2644.The horizontal coordinates were established by classical geodetic methods
 ME2644.and adjusted by the National Geodetic Survey in October 1999..
 ME2644
 ME2644
 ME2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2644
 ME2644.The geoid height was determined by GEOID03.
 ME2644
 ME2644;                    North         East     Units Scale Factor Converg.
 ME2644;SPC IL E     -   536,575.935   340,314.917   MT  0.99999499   +0 19 11.8
 ME2644;SPC IL E     - 1,760,416.21  1,116,516.52   sFT  0.99999499   +0 19 11.8
 ME2644;UTM  16      - 4,594,506.969   429,014.082   MT  0.99966201   -0 33 48.8
 ME2644
 ME2644                          SUPERSEDED SURVEY CONTROL
 ME2644
 ME2644  NAD 83(1997)-  41 29 56.55093(N)    087 51 01.77700(W) AD(       ) 4
 ME2644  NAD 83(1986)-  41 29 56.55222(N)    087 51 01.78195(W) AD(       ) 4
 ME2644  NAD 27      -  41 29 56.43900(N)    087 51 01.60300(W) AD(       ) 3
 ME2644
 ME2644.Superseded values are not recommended for survey control.
 ME2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2644.See file dsdata.txt to determine how the superseded data were derived.
 ME2644
 ME2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2901494507(NAD 83)
 ME2644_MARKER: 65 = GRAIN ELEVATOR
 ME2644
 ME2644  HISTORY     - Date     Condition        Report By
 ME2644  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2644  HISTORY     - 1956     GOOD             CGS
 ME2644
 ME2644                          STATION DESCRIPTION
 ME2644
 ME2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2644'STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF FRANKFORT,
 ME2644'AT THE FOOT OF
 ME2644'CARPENTER STREET AND ABOUT 200 FEET SOUTH OF ELWOOD STREET.  IT IS A
 ME2644'CONCRETE GRAIN ELEVATOR ABOUT 30
 ME2644'FEET SQUARE AND 120 FEET HIGH.  THE POINT OBSERVED ON
 ME2644'WAS THE CENTER OF THE TOP OF THE ELEVATOR.
 ME2644
 ME2644                          STATION RECOVERY (1956)
 ME2644
 ME2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2644'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 ME2644'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2643 ***********************************************************************
 ME2643  DESIGNATION -  FRANKFORT MUNICIPAL TANK
 ME2643  PID         -  ME2643
 ME2643  STATE/COUNTY-  IL/WILL
 ME2643  USGS QUAD   -  FRANKFORT (1990)
 ME2643
 ME2643                         *CURRENT SURVEY CONTROL
 ME2643  ___________________________________________________________________
 ME2643* NAD 83(1997)-  41 29 55.45502(N)    087 51 08.31924(W)     ADJUSTED  
 ME2643* NAVD 88     -                                                        
 ME2643  ___________________________________________________________________
 ME2643  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 ME2643  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 ME2643
 ME2643  HORZ ORDER  -  THIRD
 ME2643
 ME2643.The horizontal coordinates were established by classical geodetic methods
 ME2643.and adjusted by the National Geodetic Survey in October 1999..
 ME2643
 ME2643
 ME2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2643
 ME2643.The geoid height was determined by GEOID03.
 ME2643
 ME2643;                    North         East     Units Scale Factor Converg.
 ME2643;SPC IL E     -   536,541.280   340,163.365   MT  0.99999484   +0 19 07.4
 ME2643;SPC IL E     - 1,760,302.52  1,116,019.31   sFT  0.99999484   +0 19 07.4
 ME2643;UTM  16      - 4,594,474.666   428,862.064   MT  0.99966228   -0 33 53.2
 ME2643
 ME2643                          SUPERSEDED SURVEY CONTROL
 ME2643
 ME2643  NAD 83(1997)-  41 29 55.45506(N)    087 51 08.31939(W) AD(       ) 4
 ME2643  NAD 83(1986)-  41 29 55.45818(N)    087 51 08.32482(W) AD(       ) 4
 ME2643  NAD 27      -  41 29 55.33626(N)    087 51 08.14612(W) AD(       ) 3
 ME2643
 ME2643.Superseded values are not recommended for survey control.
 ME2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2643.See file dsdata.txt to determine how the superseded data were derived.
 ME2643
 ME2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2886294475(NAD 83)
 ME2643_MARKER: 53 = ELEVATED TANK
 ME2643
 ME2643  HISTORY     - Date     Condition        Report By
 ME2643  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2643  HISTORY     - 1956     GOOD             CGS
 ME2643
 ME2643                          STATION DESCRIPTION
 ME2643
 ME2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2643'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF A LARGE,
 ME2643'4 LEGGED, STEEL
 ME2643'WATER TANK, ABOUT 125 FEET HIGH, PAINTED SILVER WITH THE LEGEND
 ME2643'FRANKFORT PAINTED IN LARGE BLACK
 ME2643'LETTERS ON THE NORTH AND SOUTH SIDES OF THE TANK.  THE
 ME2643'TANK IS LOCATED NEAR THE CENTER OF THE TOWN OF
 ME2643'FRANKFORT.
 ME2643
 ME2643                          STATION RECOVERY (1956)
 ME2643
 ME2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2643'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 ME2643'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0622 ***********************************************************************
 NH0622  DESIGNATION -  FRANKLIN
 NH0622  PID         -  NH0622
 NH0622  STATE/COUNTY-  IL/OGLE
 NH0622  USGS QUAD   -  KINGS (1993)
 NH0622
 NH0622                         *CURRENT SURVEY CONTROL
 NH0622  ___________________________________________________________________
 NH0622* NAD 83(1997)-  42 06 49.71464(N)    089 05 27.91983(W)     ADJUSTED  
 NH0622* NAVD 88     -       244.520  (meters)     802.23   (feet)  ADJUSTED  
 NH0622  ___________________________________________________________________
 NH0622  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 NH0622  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NH0622  DYNAMIC HT  -         244.439 (meters)     801.96  (feet)  COMP
 NH0622  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 NH0622
 NH0622  HORZ ORDER  -  SECOND
 NH0622  VERT ORDER  -  FIRST     CLASS I
 NH0622
 NH0622.The horizontal coordinates were established by classical geodetic methods
 NH0622.and adjusted by the National Geodetic Survey in October 1999..
 NH0622
 NH0622.The orthometric height was determined by differential leveling
 NH0622.and adjusted by the National Geodetic Survey in June 1991..
 NH0622.WARNING-Repeat measurements at this control monument indicate possible
 NH0622.vertical movement.
 NH0622
 NH0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0622
 NH0622.The geoid height was determined by GEOID03.
 NH0622
 NH0622.The dynamic height is computed by dividing the NAVD 88
 NH0622.geopotential number by the normal gravity value computed on the
 NH0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0622.degrees latitude (g = 980.6199 gals.).
 NH0622
 NH0622.The modeled gravity was interpolated from observed gravity values.
 NH0622
 NH0622;                    North         East     Units Scale Factor Converg.
 NH0622;SPC IL W     -   605,283.089   788,948.780   MT  1.00003849   +0 43 16.8
 NH0622;SPC IL W     - 1,985,832.93  2,588,409.46   sFT  1.00003849   +0 43 16.8
 NH0622;SPC IL E     -   605,021.533   237,332.751   MT  1.00002330   -0 30 29.4
 NH0622;SPC IL E     - 1,984,974.81    778,649.20   sFT  1.00002330   -0 30 29.4
 NH0622;UTM  16      - 4,664,528.517   327,125.994   MT  0.99996774   -1 24 09.5
 NH0622
 NH0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0622!SPC IL W     -   0.99996684  x   1.00003849  =   1.00000533
 NH0622!SPC IL E     -   0.99996684  x   1.00002330  =   0.99999014
 NH0622!UTM  16      -   0.99996684  x   0.99996774  =   0.99993458
 NH0622
 NH0622|---------------------------------------------------------------------|
 NH0622| PID    Reference Object                     Distance      Geod. Az  |
 NH0622|                                                           dddmmss.s |
 NH0622| NH0621 FRANKLIN RM                          24.250 METERS 26547     |
 NH0622| NH0617 FORD                                APPROX. 3.9 KM 3582939.3 |
 NH0622|---------------------------------------------------------------------|
 NH0622
 NH0622                          SUPERSEDED SURVEY CONTROL
 NH0622
 NH0622  NAD 83(1997)-  42 06 49.71518(N)    089 05 27.92169(W) AD(       ) 2
 NH0622  NAD 83(1986)-  42 06 49.71322(N)    089 05 27.92950(W) AD(       ) 2
 NH0622  NAD 27      -  42 06 49.62420(N)    089 05 27.54980(W) AD(       ) 2
 NH0622  NGVD 29 (??/??/92)  244.560  (m)          802.36   (f) ADJ UNCH    1 1
 NH0622
 NH0622.Superseded values are not recommended for survey control.
 NH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0622.See file dsdata.txt to determine how the superseded data were derived.
 NH0622
 NH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2712664529(NAD 83)
 NH0622_MARKER: DS = TRIANGULATION STATION DISK
 NH0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0622_STAMPING: 802.498 FRANKLIN 1920
 NH0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0622+STABILITY: SURFACE MOTION
 NH0622
 NH0622  HISTORY     - Date     Condition        Report By
 NH0622  HISTORY     - 1920     MONUMENTED       CGS
 NH0622  HISTORY     - 1954     GOOD             CGS
 NH0622  HISTORY     - 1960     GOOD             CGS
 NH0622  HISTORY     - 1969     GOOD             CGS
 NH0622  HISTORY     - 1970     GOOD             NGS
 NH0622  HISTORY     - 1970     GOOD             NGS
 NH0622  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0622  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0622  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0622
 NH0622                          STATION DESCRIPTION
 NH0622
 NH0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0622'STATION IS ABOUT 7/8 MILE N OF DAVIS JUNCTION, ON THE E SIDE
 NH0622'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, ON THE
 NH0622'BANK OF THE FIRST CUT N OF DAVIS JUNCTION, 75 YARDS S OF A
 NH0622'WAGON-ROAD CROSSING, 50 YARDS S OF A SIGNBOARD MARKED DAVIS
 NH0622'JUNCTION 1 MILE, 130 YARDS N OF THE N SWITCH SIGNAL FOR DAVIS
 NH0622'JUNCTION YARDS, NEARLY DUE E OF ELMER JOHNSONS RESIDENCE,
 NH0622'AND 8.23 METERS (27.00 FEET) E OF THE E AND NEAREST RAIL.
 NH0622'THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 NH0622'BRONZE DISKS SET IN CONCRETE.
 NH0622'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE
 NH0622'TRACK, NEAR THE FENCE LINE, 24.25 METERS (79.56 FEET) FROM
 NH0622'THE STATION, S 85 DEG 47 MIN W.
 NH0622
 NH0622                          STATION RECOVERY (1954)
 NH0622
 NH0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0622'STATION RECOVERED AS DESCRIBED IN 1920 IN GOOD CONDITION.
 NH0622'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 NH0622'ADDITIONS--
 NH0622'
 NH0622'THE STATION IS 18 FT. S AND ACROSS THE TRACKS FROM SIGN YARD
 NH0622'LIMIT, AND ABOUT MIDWAY BETWEEN THE SECOND AND THIRD TELEPHONE
 NH0622'POLES S OF THE ROAD CROSSING.
 NH0622'
 NH0622'TO REACH FROM THE RAILROAD CROSSING IN DAVIS JUNCTION, GO
 NH0622'W ON STATE HIGHWAY 72 FOR 0.15 MI. TO A CROSSROAD, TURN RIGHT
 NH0622'ON A BLACK-TOP ROAD AND GO N FOR 0.95 MI., TURN RIGHT INTO
 NH0622'A FARM AND GO E ON A FARM ROAD FOR 0.25 MI. TO A RAILROAD
 NH0622'CROSSING AND THE STATION AT THE RIGHT.
 NH0622
 NH0622                          STATION RECOVERY (1960)
 NH0622
 NH0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 NH0622'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED AS
 NH0622'DESCRIBED.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARK
 NH0622'CHECKED WITH THE 1920 DESCRIPTION.  THE 1954 DESCRIPTION IS
 NH0622'ADEQUATE FOR RECOVERY.
 NH0622
 NH0622                          STATION RECOVERY (1969)
 NH0622
 NH0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 NH0622'THE STATION MARK, STAMPED 802.498 FRANKLIN 1920 IS ABOUT
 NH0622'0.95 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0622'RAILROAD FROM THE RAILROAD STATION AT DAVIS JUNCTION, 0.35
 NH0622'MILE SOUTH OF MILEPOST 13, 30 FEET EAST OF THE EAST RAIL,
 NH0622'102 YARDS SOUTH OF A CROSSING OF THE RAILROAD AND A TRAIL
 NH0622'ROAD, 49 FEET EAST AND ACROSS THE TRACK FROM A YARD LIMIT SIGN
 NH0622'FOR THE RAILROAD, 19 FEET WEST OF A FENCE, 79.56 FEET EAST
 NH0622'AND ACROSS THE TRACK FROM R.M. FRANKLIN, ABOUT 10 FEET ABOVE
 NH0622'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 NH0622'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NH0622'
 NH0622'R.M. FRANKLIN, STAMPED ELEV. 799.907 FRANKLIN 1920 IS 79.56
 NH0622'FEET WEST AND ACROSS THE TRACK FROM THE STATION MARK, 45-1/2
 NH0622'FEET WEST OF THE WEST RAIL, 106 YARDS SOUTH OF THE CENTER OF
 NH0622'A CROSSING OF THE RAILROAD AND A TRAIL ROAD, 40 FEET SOUTHWEST
 NH0622'OF A YARD LIMIT SIGN FOR THE RAILROAD, 1 FOOT EAST OF A FENCE,
 NH0622'ABOUT 7 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 NH0622'OF A CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF THE
 NH0622'GROUND.
 NH0622'
 NH0622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.95 MILE
 NH0622'NORTH
 NH0622
 NH0622                          STATION RECOVERY (1970)
 NH0622
 NH0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (DLW)
 NH0622'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NH0622'
 NH0622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7/8 MILE
 NH0622'N OF DAVIS JUNCTION
 NH0622
 NH0622                          STATION RECOVERY (1970)
 NH0622
 NH0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NH0622'1 MI N FROM DAVIS JUNCTION.
 NH0622'ABOUT 0.95 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0622'RAILROAD FROM THE RAILROAD STATION AT DAVIS JUNCTION, 0.35 MILE
 NH0622'SOUTH OF MILEPOST 13, 30 FEET EAST OF THE EAST RAIL, 102 YARDS
 NH0622'SOUTH OF A CROSSING OF THE RAILROAD AND A TRAIL ROAD, 49 FEET
 NH0622'EAST AND ACROSS THE TRACK FROM A YARD LIMIT SIGN, 19 FEET WEST
 NH0622'OF A FENCE, 79.56 FEET EAST AND ACROSS THE TRACK FROM RM FRANKLIN,
 NH0622'ABOUT 10 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 NH0622'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 NH0622'THE GROUND.  SEC 14, T42N, R1E.
 NH0622
 NH0622                          STATION RECOVERY (1996)
 NH0622
 NH0622'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0622'MARK NOT FOUND.
 NH0622
 NH0622                          STATION RECOVERY (2001)
 NH0622
 NH0622'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0622'MARK NOT FOUND.
 NH0622
 NH0622                          STATION RECOVERY (2004)
 NH0622
 NH0622'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1600 ***********************************************************************
 MF1600  DESIGNATION -  FRANKLIN
 MF1600  PID         -  MF1600
 MF1600  STATE/COUNTY-  IL/LEE
 MF1600  USGS QUAD   -  FRANKLIN GROVE (1983)
 MF1600
 MF1600                         *CURRENT SURVEY CONTROL
 MF1600  ___________________________________________________________________
 MF1600* NAD 83(1997)-  41 50 13.94583(N)    089 20 31.02822(W)     ADJUSTED  
 MF1600* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 MF1600  ___________________________________________________________________
 MF1600  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 MF1600  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1600
 MF1600  HORZ ORDER  -  THIRD
 MF1600
 MF1600.The horizontal coordinates were established by classical geodetic methods
 MF1600.and adjusted by the National Geodetic Survey in October 1999..
 MF1600
 MF1600.The orthometric height was scaled from a topographic map.
 MF1600
 MF1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1600
 MF1600.The geoid height was determined by GEOID03.
 MF1600
 MF1600;                    North         East     Units Scale Factor Converg.
 MF1600;SPC IL W     -   574,330.808   768,498.328   MT  0.99999889   +0 33 00.4
 MF1600;SPC IL W     - 1,884,283.66  2,521,314.93   sFT  0.99999889   +0 33 00.4
 MF1600;UTM  16      - 4,634,353.384   305,545.451   MT  1.00006532   -1 33 45.4
 MF1600
 MF1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1600!SPC IL W     -   0.99996643  x   0.99999889  =   0.99996532
 MF1600!UTM  16      -   0.99996643  x   1.00006532  =   1.00003175
 MF1600
 MF1600|---------------------------------------------------------------------|
 MF1600| PID    Reference Object                     Distance      Geod. Az  |
 MF1600|                                                           dddmmss.s |
 MF1600| CI7430 FRANKLIN RM 1                        22.129 METERS 17938     |
 MF1600| CI7429 FRANKLIN AZ MK                                     1795121.8 |
 MF1600| CI7431 FRANKLIN RM 2                        18.312 METERS 26559     |
 MF1600|---------------------------------------------------------------------|
 MF1600
 MF1600                          SUPERSEDED SURVEY CONTROL
 MF1600
 MF1600  NAD 83(1997)-  41 50 13.94628(N)    089 20 31.02898(W) AD(       ) 3
 MF1600  NAD 83(1986)-  41 50 13.94802(N)    089 20 31.03460(W) AD(       ) 3
 MF1600  NAD 27      -  41 50 13.82490(N)    089 20 30.66540(W) AD(       ) 3
 MF1600
 MF1600.Superseded values are not recommended for survey control.
 MF1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1600.See file dsdata.txt to determine how the superseded data were derived.
 MF1600
 MF1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0554534353(NAD 83)
 MF1600_MARKER: DS = TRIANGULATION STATION DISK
 MF1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1600+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 MF1600
 MF1600  HISTORY     - Date     Condition        Report By
 MF1600  HISTORY     - 1954     MONUMENTED       CGS
 MF1600  HISTORY     - 19950814 GOOD             USPSQD
 MF1600  HISTORY     - 20020116 GOOD             NGS
 MF1600  HISTORY     - 20030531 GOOD             USPSQD
 MF1600
 MF1600                          STATION DESCRIPTION
 MF1600
 MF1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1600'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 MF1600'OF U.S. HIGHWAY 30A AND A GRAVEL ROAD ABOUT 7 MILES EAST OF
 MF1600'DIXON AND ABOUT 2 MILES WEST OF FRANKLIN GROVE.  IT IS 140 FEET
 MF1600'SOUTHEAST OF THE INTERSECTION, 28 FEET EAST OF THE CENTER OF
 MF1600'THE GRAVEL ROAD AND 3 FEET SOUTH OF A WHITE WITNESS POST.
 MF1600'THE MARK IS FLUSH AND THE DISK IS STAMPED FRANKLIN 1954.
 MF1600'
 MF1600'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF THE ROAD,
 MF1600'4 FEET NORTH OF A CLUMP OF WILD CHERRY TREES AND 1 FOOT WEST OF
 MF1600'A WIRE FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MF1600'IS STAMPED FRANKLIN NO 1 1954.
 MF1600'
 MF1600'REFERENCE MARK NO. 2 IS 32 FEET WEST OF THE CENTER OF THE
 MF1600'ROAD AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH AND THE
 MF1600'DISK IS STAMPED FRANKLIN NO 2 1954.
 MF1600'
 MF1600'AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF THE GRAVEL ROAD,
 MF1600'22 FEET NORTH OF A 24 INCH WILD CHERRY TREE, 3 FEET NORTH OF
 MF1600'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK
 MF1600'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FRANKLIN 1954.
 MF1600'
 MF1600'TO REACH THE STATION FROM THE CHICAGO AND NORTHWESTERN RAILROAD
 MF1600'DEPOT IN FRANKLIN GROVE, GO NORTH ON A PAVED STREET FOR 0.2
 MF1600'MILE TO THE JUNCTION OF U.S. HIGHWAY 30A.  TURN LEFT AND GO
 MF1600'WEST AND SOUTH ON HIGHWAY 30A FOR 2.3 MILES TO A GRAVEL ROAD
 MF1600'LEFT AND THE STATION ON THE LEFT AS DESCRIBED.
 MF1600'
 MF1600'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MF1600'GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MF1600'
 MF1600'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1600
 MF1600                          STATION RECOVERY (1995)
 MF1600
 MF1600'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1600'RECOVERED IN GOOD CONDITION.
 MF1600
 MF1600                          STATION RECOVERY (2002)
 MF1600
 MF1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1600'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1600
 MF1600                          STATION RECOVERY (2003)
 MF1600
 MF1600'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1600'RM 1 RM 2 AND THE AZIMUTH WERE FOUND. THE DISK WAS MISSING FROM RM 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0560 ***********************************************************************
 KC0560  DESIGNATION -  FRANKLIN CATHOLIC CHURCH SPIRE
 KC0560  PID         -  KC0560
 KC0560  STATE/COUNTY-  IL/MORGAN
 KC0560  USGS QUAD   -  FRANKLIN (1983)
 KC0560
 KC0560                         *CURRENT SURVEY CONTROL
 KC0560  ___________________________________________________________________
 KC0560* NAD 83(1997)-  39 37 22.06914(N)    090 02 36.48204(W)     ADJUSTED  
 KC0560* NAVD 88     -                                                        
 KC0560  ___________________________________________________________________
 KC0560  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KC0560  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KC0560
 KC0560  HORZ ORDER  -  THIRD
 KC0560
 KC0560.The horizontal coordinates were established by classical geodetic methods
 KC0560.and adjusted by the National Geodetic Survey in October 1999..
 KC0560
 KC0560
 KC0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0560
 KC0560.The geoid height was determined by GEOID03.
 KC0560
 KC0560;                    North         East     Units Scale Factor Converg.
 KC0560;SPC IL W     -   328,116.281   710,577.513   MT  0.99994255   +0 04 42.8
 KC0560;SPC IL W     - 1,076,494.83  2,331,286.39   sFT  0.99994255   +0 04 42.8
 KC0560;UTM  15      - 4,390,070.323   753,773.122   MT  1.00039296   +1 53 11.3
 KC0560;UTM  16      - 4,390,319.764   238,763.581   MT  1.00044029   -1 56 31.2
 KC0560
 KC0560                          SUPERSEDED SURVEY CONTROL
 KC0560
 KC0560  NAD 83(1997)-  39 37 22.07602(N)    090 02 36.47379(W) AD(       ) 4
 KC0560  NAD 83(1986)-  39 37 22.07682(N)    090 02 36.47151(W) AD(       ) 4
 KC0560  NAD 27      -  39 37 21.90700(N)    090 02 36.08000(W) AD(       ) 3
 KC0560
 KC0560.Superseded values are not recommended for survey control.
 KC0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0560.See file dsdata.txt to determine how the superseded data were derived.
 KC0560
 KC0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD5377390070(NAD 83)
 KC0560_MARKER: 90 = CHURCH SPIRE
 KC0560
 KC0560  HISTORY     - Date     Condition        Report By
 KC0560  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0560
 KC0560                          STATION DESCRIPTION
 KC0560
 KC0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0560'INTERSECTION STATION.  THIS IS THE CROSS ON THE CATHOLIC CHURCH
 KC0560'IN THE CENTER OF FRANKLIN, AND IS ABOUT 120 FEET HIGH.  THE BASE
 KC0560'OF THE CROSS WAS LOCATED FROM TRIANGULATION STATIONS SCOTT,
 KC0560'ATHEN, LEEK, AND WALSH.  THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3028 ***********************************************************************
 ME3028  DESIGNATION -  FRANKLIN PARK MOTOROLA INC TK
 ME3028  PID         -  ME3028
 ME3028  STATE/COUNTY-  IL/COOK
 ME3028  USGS QUAD   -  RIVER FOREST (1997)
 ME3028
 ME3028                         *CURRENT SURVEY CONTROL
 ME3028  ___________________________________________________________________
 ME3028* NAD 83(1997)-  41 55 34.01224(N)    087 51 37.83158(W)     ADJUSTED  
 ME3028* NAVD 88     -                                                        
 ME3028  ___________________________________________________________________
 ME3028  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 ME3028  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME3028
 ME3028  HORZ ORDER  -  THIRD
 ME3028
 ME3028.The horizontal coordinates were established by classical geodetic methods
 ME3028.and adjusted by the National Geodetic Survey in October 1999..
 ME3028
 ME3028
 ME3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3028
 ME3028.The geoid height was determined by GEOID03.
 ME3028
 ME3028;                    North         East     Units Scale Factor Converg.
 ME3028;SPC IL E     -   584,004.289   339,218.227   MT  0.99999392   +0 18 57.4
 ME3028;SPC IL E     - 1,916,020.74  1,112,918.47   sFT  0.99999392   +0 18 57.4
 ME3028;UTM  16      - 4,641,930.862   428,652.037   MT  0.99966264   -0 34 30.0
 ME3028
 ME3028                          SUPERSEDED SURVEY CONTROL
 ME3028
 ME3028  NAD 83(1997)-  41 55 34.01235(N)    087 51 37.83210(W) AD(       ) 4
 ME3028  NAD 83(1997)-  41 55 34.01325(N)    087 51 37.84493(W) AD(       ) 4
 ME3028  NAD 83(1986)-  41 55 34.01479(N)    087 51 37.84460(W) AD(       ) 4
 ME3028  NAD 27      -  41 55 33.90457(N)    087 51 37.62061(W) AD(       ) 3
 ME3028
 ME3028.Superseded values are not recommended for survey control.
 ME3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3028.See file dsdata.txt to determine how the superseded data were derived.
 ME3028
 ME3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2865241931(NAD 83)
 ME3028_MARKER: 53 = ELEVATED TANK
 ME3028
 ME3028  HISTORY     - Date     Condition        Report By
 ME3028  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3028  HISTORY     - 1977     GOOD             NGS
 ME3028  HISTORY     - 1989     GOOD             USPSQD
 ME3028
 ME3028                          STATION DESCRIPTION
 ME3028
 ME3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3028'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME3028'MOTOROLA
 ME3028'INCORPORATED LOCATED 0.2 MILE SOUTHEAST OF THE INTERSECTION OF 25TH
 ME3028'AVENUE AND GRAND AVENUE IN THE
 ME3028'SOUTH-CENTRAL SECTION OF FRANKLIN PARK.  IT IS A STEEL TANK SUPPORTED
 ME3028'BY A FOUR-LEGGED STEEL STRUCTURE AND
 ME3028'IS PAINTED SILVER WITH THE NAME MOTOROLA PAINTED IN
 ME3028'BLACK LETTERS ON THREE SIDES AND THE WORDS CAR RADIO
 ME3028'TELEVISION HOME APPLIANCES RADIOS
 ME3028'PAINTED AROUND THE TOP IN BLACK LETTERS.  THE HEIGHT IS ABOUT 135
 ME3028'FEET.
 ME3028
 ME3028                          STATION RECOVERY (1977)
 ME3028
 ME3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3028'THE STATION IS THE APEX OF THE VENT OF MOTOROLA, INC. WATER
 ME3028'TANK.  THE TANK IS WHITE IN COLOR, HAS A CYLINDRICAL BODY WITH
 ME3028'A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM WITH QUASAR IN GREY
 ME3028'LETTERS.  IT IS SUPPORTED BY 4 TUBULAR LEGS AND IS
 ME3028'APPROXIMATELY 135 FEET HIGH.
 ME3028'
 ME3028'LOCATED IN THE SOUTH CENTRAL SECTION OF FRANKLIN PARK, 0.2
 ME3028'MILE SOUTHEAST OF THE INTERSECTION OF NORTH 25TH AVENUE AND
 ME3028'GRAND AVENUE.
 ME3028
 ME3028                          STATION RECOVERY (1989)
 ME3028
 ME3028'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3095 ***********************************************************************
 ME3095  DESIGNATION -  FRANKLIN PARK MUN TANK
 ME3095  PID         -  ME3095
 ME3095  STATE/COUNTY-  IL/COOK
 ME3095  USGS QUAD   -  RIVER FOREST (1997)
 ME3095
 ME3095                         *CURRENT SURVEY CONTROL
 ME3095  ___________________________________________________________________
 ME3095* NAD 83(1997)-  41 56 10.14718(N)    087 51 48.77823(W)     ADJUSTED  
 ME3095* NAVD 88     -                                                        
 ME3095  ___________________________________________________________________
 ME3095  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 ME3095  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME3095
 ME3095  HORZ ORDER  -  THIRD
 ME3095
 ME3095.The horizontal coordinates were established by classical geodetic methods
 ME3095.and adjusted by the National Geodetic Survey in October 1999..
 ME3095
 ME3095
 ME3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3095
 ME3095.The geoid height was determined by GEOID03.
 ME3095
 ME3095;                    North         East     Units Scale Factor Converg.
 ME3095;SPC IL E     -   585,117.762   338,959.905   MT  0.99999367   +0 18 50.3
 ME3095;SPC IL E     - 1,919,673.86  1,112,070.95   sFT  0.99999367   +0 18 50.3
 ME3095;UTM  16      - 4,643,047.847   428,411.141   MT  0.99966306   -0 34 37.7
 ME3095
 ME3095                          SUPERSEDED SURVEY CONTROL
 ME3095
 ME3095  NAD 83(1997)-  41 56 10.14729(N)    087 51 48.77875(W) AD(       ) 4
 ME3095  NAD 83(1997)-  41 56 10.14808(N)    087 51 48.79204(W) AD(       ) 4
 ME3095  NAD 83(1986)-  41 56 10.14963(N)    087 51 48.79161(W) AD(       ) 4
 ME3095  NAD 27      -  41 56 10.03979(N)    087 51 48.56447(W) AD(       ) 3
 ME3095
 ME3095.Superseded values are not recommended for survey control.
 ME3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3095.See file dsdata.txt to determine how the superseded data were derived.
 ME3095
 ME3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2841143048(NAD 83)
 ME3095_MARKER: 53 = ELEVATED TANK
 ME3095
 ME3095  HISTORY     - Date     Condition        Report By
 ME3095  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3095  HISTORY     - 19941124 GOOD             USPSQD
 ME3095
 ME3095                          STATION DESCRIPTION
 ME3095
 ME3095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3095'THE STATION IS THE LIGHT ON TOP AND IN THE CENTER OF THE
 ME3095'WATER TANK OF THE VILLAGE OF FRANKLIN PARK.  IT IS LIGHT BLUE
 ME3095'IN COLOR WITH A CYLINDRICAL BODY, DOME SHAPED TOP HEMISPHERICAL
 ME3095'BOTTOM WITH FRANKLIN PARK IN BLACK LETTERS.  IT IS SUPPORTED BY
 ME3095'8 TUBULAR LEGS AND IS APPROXIMATELY 140 FEET HIGH.
 ME3095'
 ME3095'LOCATED IN THE NORTHEAST CENTRAL SECTION OF FRANKLIN PARK IN
 ME3095'THE SOUTHWEST ANGLE OF THE INTERSECTION OF WEST BELMONT AVENUE
 ME3095'AND NORTH EDGINGTON STREET.  THE TANK IS LOCATED NORTH OF THE
 ME3095'RAILROAD TRACKS, 260 FEET SOUTH OF THE CENTERLINE OF WEST
 ME3095'BELMONT AVENUE AND 135 FEET WEST OF THE CENTERLINE OF NORTH
 ME3095'EDGINGTON STREET.
 ME3095
 ME3095                          STATION RECOVERY (1994)
 ME3095
 ME3095'RECOVERY NOTE BY US POWER SQUADRON 1994
 ME3095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3170 ***********************************************************************
 ME3170  DESIGNATION -  FRANKLIN PARK RESERV SUP CO TK
 ME3170  PID         -  ME3170
 ME3170  STATE/COUNTY-  IL/COOK
 ME3170  USGS QUAD   -  ELMHURST (1997)
 ME3170
 ME3170                         *CURRENT SURVEY CONTROL
 ME3170  ___________________________________________________________________
 ME3170* NAD 83(1997)-  41 56 44.00894(N)    087 53 11.18983(W)     ADJUSTED  
 ME3170* NAVD 88     -                                                        
 ME3170  ___________________________________________________________________
 ME3170  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 ME3170  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME3170
 ME3170  HORZ ORDER  -  THIRD
 ME3170
 ME3170.The horizontal coordinates were established by classical geodetic methods
 ME3170.and adjusted by the National Geodetic Survey in October 1999..
 ME3170
 ME3170
 ME3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3170
 ME3170.The geoid height was determined by GEOID03.
 ME3170
 ME3170;                    North         East     Units Scale Factor Converg.
 ME3170;SPC IL E     -   586,152.339   337,055.976   MT  0.99999189   +0 17 55.4
 ME3170;SPC IL E     - 1,923,068.13  1,105,824.48   sFT  0.99999189   +0 17 55.4
 ME3170;UTM  16      - 4,644,111.563   426,524.153   MT  0.99966643   -0 35 33.2
 ME3170
 ME3170                          SUPERSEDED SURVEY CONTROL
 ME3170
 ME3170  NAD 83(1997)-  41 56 44.00904(N)    087 53 11.19040(W) AD(       ) 4
 ME3170  NAD 83(1997)-  41 56 44.01016(N)    087 53 11.20541(W) AD(       ) 4
 ME3170  NAD 83(1986)-  41 56 44.01155(N)    087 53 11.20453(W) AD(       ) 4
 ME3170  NAD 27      -  41 56 43.90308(N)    087 53 10.97381(W) AD(       ) 3
 ME3170
 ME3170.Superseded values are not recommended for survey control.
 ME3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3170.See file dsdata.txt to determine how the superseded data were derived.
 ME3170
 ME3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2652444112(NAD 83)
 ME3170_MARKER: 53 = ELEVATED TANK
 ME3170
 ME3170  HISTORY     - Date     Condition        Report By
 ME3170  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3170  HISTORY     - 1971     GOOD             NGS
 ME3170
 ME3170                          STATION DESCRIPTION
 ME3170
 ME3170'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3170'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3170'RESERVE SUPPLY
 ME3170'COMPANY LOCATED ON THE WEST SIDE OF MANNHEIM ROAD (U.S. HIGHWAY 45)
 ME3170'ABOUT 0.2 MILE NORTH OF A RAILROAD
 ME3170'UNDERPASS AND ADDISON STREET IN THE NORTHWEST SECTION OF
 ME3170'FRANKLIN PARK.  IT IS A STEEL TANK SUPPORTED BY
 ME3170'A FOUR-LEGGED STEEL STRUCTURE AND IS
 ME3170'PAINTED BLACK WITH THE NAME RESERVE SUPPLY CO. PAINTED ON THE EAST
 ME3170'AND WEST SIDES IN BLACK LETTERS.
 ME3170'THE HEIGHT IS ABOUT 100 FEET.
 ME3170
 ME3170                          STATION RECOVERY (1971)
 ME3170
 ME3170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 ME3170'THE STATION WAS RECOVERED AS DESCRIBED.
 ME3170'
 ME3170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT FRANKLIN PARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0621 ***********************************************************************
 NH0621  DESIGNATION -  FRANKLIN RM
 NH0621  PID         -  NH0621
 NH0621  STATE/COUNTY-  IL/OGLE
 NH0621  USGS QUAD   -  KINGS (1993)
 NH0621
 NH0621                         *CURRENT SURVEY CONTROL
 NH0621  ___________________________________________________________________
 NH0621* NAD 83(1986)-  42 06 49.     (N)    089 05 27.     (W)     SCALED    
 NH0621* NAVD 88     -       243.772  (meters)     799.78   (feet)  ADJUSTED  
 NH0621  ___________________________________________________________________
 NH0621  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NH0621  DYNAMIC HT  -         243.692 (meters)     799.51  (feet)  COMP
 NH0621  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 NH0621
 NH0621  VERT ORDER  -  FIRST     CLASS I
 NH0621
 NH0621.The horizontal coordinates were scaled from a topographic map and have
 NH0621.an estimated accuracy of +/- 6 seconds.
 NH0621
 NH0621.The orthometric height was determined by differential leveling
 NH0621.and adjusted by the National Geodetic Survey in June 1991..
 NH0621.WARNING-Repeat measurements at this control monument indicate possible
 NH0621.vertical movement.
 NH0621
 NH0621.The geoid height was determined by GEOID03.
 NH0621
 NH0621.The dynamic height is computed by dividing the NAVD 88
 NH0621.geopotential number by the normal gravity value computed on the
 NH0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0621.degrees latitude (g = 980.6199 gals.).
 NH0621
 NH0621.The modeled gravity was interpolated from observed gravity values.
 NH0621
 NH0621;                    North         East    Units  Estimated Accuracy
 NH0621;SPC IL W     -   605,260.      788,970.      MT  (+/- 180 meters Scaled)
 NH0621
 NH0621                          SUPERSEDED SURVEY CONTROL
 NH0621
 NH0621  NGVD 29 (??/??/92)  243.812  (m)          799.91   (f) ADJ UNCH    1 1
 NH0621
 NH0621.Superseded values are not recommended for survey control.
 NH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0621.See file dsdata.txt to determine how the superseded data were derived.
 NH0621
 NH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM271645(NAD 83)
 NH0621_MARKER: DR = REFERENCE MARK DISK
 NH0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0621_STAMPING: ELEV 799.907 FRANKLIN 1920
 NH0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0621+STABILITY: SURFACE MOTION
 NH0621
 NH0621  HISTORY     - Date     Condition        Report By
 NH0621  HISTORY     - 1920     MONUMENTED       CGS
 NH0621  HISTORY     - 1970     GOOD             NGS
 NH0621  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0621  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0621  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0621
 NH0621                          STATION DESCRIPTION
 NH0621
 NH0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0621'1 MI N FROM DAVIS JUNCTION.
 NH0621'ABOUT 0.95 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0621'RAILROAD FROM THE RAILROAD STATION AT DAVIS JUNCTION, 0.35 MILE
 NH0621'SOUTH OF MILEPOST 13, 45 1/2 FEET WEST OF THE WEST RAIL, 106 YARDS
 NH0621'SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A TRAIL
 NH0621'ROAD, 40 FEET SOUTHWEST OF A YARD LIMIT SIGN, 1 FOOT EAST OF A
 NH0621'FENCE, 79.56 FEET WEST AND ACROSS THE TRACK, AND SET IN THE TOP
 NH0621'OF A CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF THE
 NH0621'GROUND.  SEC 14, T42N, R1E.
 NH0621
 NH0621                          STATION RECOVERY (1996)
 NH0621
 NH0621'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0621'MARK NOT FOUND.
 NH0621
 NH0621                          STATION RECOVERY (2001)
 NH0621
 NH0621'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0621'MARK NOT FOUND.
 NH0621
 NH0621                          STATION RECOVERY (2004)
 NH0621
 NH0621'RECOVERY NOTE BY US POWER SQUADRON 2004
 NH0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2962 ***********************************************************************
 AJ2962  DESIGNATION -  FRANKLINVILLE
 AJ2962  PID         -  AJ2962
 AJ2962  STATE/COUNTY-  IL/MCHENRY
 AJ2962  USGS QUAD   -  MARENGO NORTH (1975)
 AJ2962
 AJ2962                         *CURRENT SURVEY CONTROL
 AJ2962  ___________________________________________________________________
 AJ2962* NAD 83(1997)-  42 17 01.88403(N)    088 30 40.43992(W)     ADJUSTED  
 AJ2962* NAVD 88     -       256.6    (meters)     842.     (feet)  GPS OBS   
 AJ2962  ___________________________________________________________________
 AJ2962  X           -     122,786.220 (meters)                     COMP
 AJ2962  Y           -  -4,724,413.075 (meters)                     COMP
 AJ2962  Z           -   4,269,132.515 (meters)                     COMP
 AJ2962  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AJ2962  ELLIP HEIGHT-         222.83  (meters)          (02/03/05) GPS OBS
 AJ2962  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AJ2962
 AJ2962  HORZ ORDER  -  FIRST
 AJ2962  ELLP ORDER  -  FOURTH    CLASS II
 AJ2962
 AJ2962.The horizontal coordinates were established by GPS observations
 AJ2962.and adjusted by the National Geodetic Survey in April 2001..
 AJ2962
 AJ2962.The orthometric height was determined by GPS observations and a
 AJ2962.high-resolution geoid model.
 AJ2962
 AJ2962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2962
 AJ2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2962
 AJ2962.The ellipsoidal height was determined by GPS observations
 AJ2962.and is referenced to NAD 83.
 AJ2962
 AJ2962.The geoid height was determined by GEOID03.
 AJ2962
 AJ2962;                    North         East     Units Scale Factor Converg.
 AJ2962;SPC IL E     -   623,646.823   285,326.902   MT  0.99997765   -0 07 10.9
 AJ2962;SPC IL E     - 2,046,081.29    936,110.01   sFT  0.99997765   -0 07 10.9
 AJ2962;UTM  16      - 4,682,398.995   375,399.629   MT  0.99979102   -1 01 00.8
 AJ2962
 AJ2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2962!SPC IL E     -   0.99996505  x   0.99997765  =   0.99994270
 AJ2962!UTM  16      -   0.99996505  x   0.99979102  =   0.99975608
 AJ2962
 AJ2962                          SUPERSEDED SURVEY CONTROL
 AJ2962
 AJ2962  ELLIP H (04/24/01)  222.83   (m)                       GP(       ) 4 1
 AJ2962
 AJ2962.Superseded values are not recommended for survey control.
 AJ2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2962.See file dsdata.txt to determine how the superseded data were derived.
 AJ2962
 AJ2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7540082399(NAD 83)
 AJ2962_MARKER: I = METAL ROD
 AJ2962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2962_STAMPING: FRANKLINVILLE
 AJ2962_MARK LOGO: IL-111
 AJ2962_PROJECTION: FLUSH
 AJ2962_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2962+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ2962_ROD/PIPE-DEPTH: 12.2 meters
 AJ2962_SLEEVE-DEPTH  :  0.9 meters
 AJ2962
 AJ2962  HISTORY     - Date     Condition        Report By
 AJ2962  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2962
 AJ2962                          STATION DESCRIPTION
 AJ2962
 AJ2962'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2962'STATION IS LOCATED APPROXIMATELY 3.5 MI SOUTHWEST OF WOODSTOCK,
 AJ2962'6.0 MI NORTHEAST OF MARENGO IN SECTION 22, T44N, R6E.  TO REACH FROM
 AJ2962'THE JUNCTION OF IL RT 176 AND FRANKLINVILLE RD PROCEED NORTH ON
 AJ2962'FRANKLINVILLE RD 2.0 MI TO THE STATION LOCATED  IN THE SOUTHWEST
 AJ2962'CORNER OF INTERSECTION OF FRANKLINVILLE RD AND SECOR RD.  STATION
 AJ2962'IS LOCATED 23.5 FT SOUTH OF CENTERLINE TO SECOR RD, 48.5 FT WEST OF
 AJ2962'CENTERLINE OF FRANKLINVILLE RD, 84.6 FT WEST OF POWERPOLE (PP), 49.2
 AJ2962'FT SOUTHWEST OF PP, 95.4 FT SOUTHEAST OF PP, AND 11 FT SOUTHWEST
 AJ2962'OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2962'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.3 FT BELOW CAP.  PK NAILS
 AJ2962'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2962' 
 AJ2962'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3307 ***********************************************************************
 ME3307  DESIGNATION -  FRANPORT
 ME3307  PID         -  ME3307
 ME3307  STATE/COUNTY-  IL/COOK
 ME3307  USGS QUAD   -  FRANKFORT (1990)
 ME3307
 ME3307                         *CURRENT SURVEY CONTROL
 ME3307  ___________________________________________________________________
 ME3307* NAD 83(1997)-  41 28 40.07130(N)    087 50 45.89100(W)     ADJUSTED  
 ME3307* NAVD 88     -       236.7    (meters)     777.     (feet)  GPS OBS   
 ME3307  ___________________________________________________________________
 ME3307  X           -     179,868.766 (meters)                     COMP
 ME3307  Y           -  -4,782,382.770 (meters)                     COMP
 ME3307  Z           -   4,202,459.855 (meters)                     COMP
 ME3307  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 ME3307  ELLIP HEIGHT-         203.44  (meters)          (02/03/05) GPS OBS
 ME3307  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ME3307
 ME3307  HORZ ORDER  -  FIRST
 ME3307  ELLP ORDER  -  FOURTH    CLASS II
 ME3307
 ME3307.This mark is at Frankfort Airport (C18)
 ME3307
 ME3307.The horizontal coordinates were established by GPS observations
 ME3307.and adjusted by the National Geodetic Survey in October 1999..
 ME3307
 ME3307.The orthometric height was determined by GPS observations and a
 ME3307.high-resolution geoid model.
 ME3307
 ME3307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3307
 ME3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3307
 ME3307.The ellipsoidal height was determined by GPS observations
 ME3307.and is referenced to NAD 83.
 ME3307
 ME3307.The geoid height was determined by GEOID03.
 ME3307
 ME3307;                    North         East     Units Scale Factor Converg.
 ME3307;SPC IL E     -   534,218.582   340,696.653   MT  0.99999537   +0 19 21.8
 ME3307;SPC IL E     - 1,752,682.13  1,117,768.94   sFT  0.99999537   +0 19 21.8
 ME3307;UTM  16      - 4,592,144.799   429,359.316   MT  0.99966141   -0 33 37.5
 ME3307
 ME3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3307!SPC IL E     -   0.99996809  x   0.99999537  =   0.99996346
 ME3307!UTM  16      -   0.99996809  x   0.99966141  =   0.99962951
 ME3307
 ME3307:                Primary Azimuth Mark                     Grid Az
 ME3307:SPC IL E     -  FRANPORT AZ MK                           089 41 25.0
 ME3307:UTM  16      -  FRANPORT AZ MK                           090 34 24.3
 ME3307
 ME3307|---------------------------------------------------------------------|
 ME3307| PID    Reference Object                     Distance      Geod. Az  |
 ME3307|                                                           dddmmss.s |
 ME3307| ME3308 FRANPORT AZ MK                      APPROX. 0.6 KM 0900046.8 |
 ME3307|---------------------------------------------------------------------|
 ME3307
 ME3307                          SUPERSEDED SURVEY CONTROL
 ME3307
 ME3307  ELLIP H (10/21/99)  203.45   (m)                       GP(       ) 4 1
 ME3307  NAD 83(1997)-  41 28 40.07131(N)    087 50 45.89110(W) AD(       ) 1
 ME3307  NAD 83(1986)-  41 28 40.07372(N)    087 50 45.90477(W) AD(       ) 1
 ME3307  ELLIP H (11/21/91)  203.30   (m)                       GP(       ) 4 1
 ME3307  NAD 83(1986)-  41 28 40.07267(N)    087 50 45.89811(W) AD(       ) 1
 ME3307  NGVD 29 (06/25/91)  236.6    (m)          776.     (f) GPS OBS        
 ME3307
 ME3307.Superseded values are not recommended for survey control.
 ME3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3307.See file dsdata.txt to determine how the superseded data were derived.
 ME3307
 ME3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2935992145(NAD 83)
 ME3307_MARKER: I = METAL ROD
 ME3307_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3307_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ME3307_STAMPING: FRANPORT 1990
 ME3307_MARK LOGO: NGS   
 ME3307_PROJECTION: FLUSH
 ME3307_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3307+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1997
 ME3307_ROD/PIPE-DEPTH: 3.7  meters
 ME3307_SLEEVE-DEPTH  : 1.0 meters
 ME3307
 ME3307  HISTORY     - Date     Condition        Report By
 ME3307  HISTORY     - 1990     MONUMENTED       NGS
 ME3307  HISTORY     - 19970505 GOOD             ASCPC
 ME3307
 ME3307                          STATION DESCRIPTION
 ME3307
 ME3307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ME3307'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) SOUTH OF FRANKFORT, 1.0 KM
 ME3307'(0.6 MI) NORTH OF THE COOK-WILL COUNTY LINE, AT THE FRANKFORT
 ME3307'AIRPORT, IN THE EAST END OF A GRASS STRIP BETWEEN THE TAXI AND
 ME3307'PAVEMENT ALONG THE T-HANGARS, IN EAST CENTRAL SECTION 34, T 35 N, R
 ME3307'12 E. OWNERSHIP--J. ARNOLD AND H. M.BROWN, BOX 577, FRANKFORT, IL
 ME3307'60423. AIRPORT MANAGER IS JOEL ARNOLD, PHONE 815-469-2311.
 ME3307'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US HIGHWAY 45
 ME3307'(EXIT 145) ABOUT 6.0 KM (3.7 MI) NORTH OF FRANKFORT, GO SOUTH ON
 ME3307'HIGHWAY 45 FOR 5.21 KM (3.24 MI) TO ITS JUNCTION WITH US HIGHWAY 30.
 ME3307'CONTINUE ON HIGHWAY 45 FOR 0.10 KM (0.06 MI) TO A PAVED ROAD LEFT.
 ME3307'TURN LEFT, SOUTH, ON WHITE STREET, FOR 0.86 KM (0.53 MI) TO A
 ME3307'T-STREET IN FRANKFORT.  TURN LEFT, EAST, ON NEBRASKA STREET FOR 0.07
 ME3307'KM (0.04 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON CENTER
 ME3307'ROAD FOR 2.17 KM (1.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 ME3307'LEFT, EAST, ON GRAVEL, KEEPING LEFT OF OFFICE, FOR 0.17 KM (0.11 MI)
 ME3307'TO APRON ON THE RIGHT.  TURN RIGHT, SOUTH, ON APRON FOR 0.05 KM
 ME3307'(0.03 MI) TO THE TAXI AND STATION ON THE LEFT.
 ME3307'THE STATION IS LOCATED 35.2 M (115.5 FT) SOUTH-SOUTHEAST FROM THE
 ME3307'SOUTHEAST CORNER OF THE FIRST EAST-WEST HANGAR FROM THE WEST, 31.4 M
 ME3307'(103.0 FT) NORTH FROM THE CENTER OF THE RUNWAY, 31.2 M (102.4 FT)
 ME3307'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE SECOND EAST-WEST
 ME3307'HANGAR, 20.2 M (66.3 FT) EAST FROM THE CENTER OF THE RAMP, AND 7.4 M
 ME3307'(24.3 FT) NORTH FROM THE CENTER OF THE TAXI.
 ME3307'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ME3307
 ME3307                          STATION RECOVERY (1997)
 ME3307
 ME3307'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 ME3307'350 FEET (106.7 M) EAST SOUTHEAST OF AIRPORT OFFICE, NORTH OF TAXIWAY.
 ME3307'115.5 FEET (35.2 M) SOUTHEAST OF SOUTHEAST CORNER OF FIRST HANGAR
 ME3307'ADJOINING OFFICE RECOVERY NOTE. RECOVERED IN GOOD CONDITION AS
 ME3307'DESCRIBED IN PREVIOUS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3308 ***********************************************************************
 ME3308  DESIGNATION -  FRANPORT AZ MK
 ME3308  PID         -  ME3308
 ME3308  STATE/COUNTY-  IL/COOK
 ME3308  USGS QUAD   -  FRANKFORT (1990)
 ME3308
 ME3308                         *CURRENT SURVEY CONTROL
 ME3308  ___________________________________________________________________
 ME3308* NAD 83(1997)-  41 28 40.06602(N)    087 50 19.78374(W)     ADJUSTED  
 ME3308* NAVD 88     -       232.8    (meters)     764.     (feet)  VERTCON   
 ME3308  ___________________________________________________________________
 ME3308  X           -     180,473.978 (meters)                     COMP
 ME3308  Y           -  -4,782,357.296 (meters)                     COMP
 ME3308  Z           -   4,202,457.275 (meters)                     COMP
 ME3308  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 ME3308  ELLIP HEIGHT-         199.73  (meters)          (10/21/99) GPS OBS
 ME3308  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ME3308
 ME3308  HORZ ORDER  -  FIRST
 ME3308  ELLP ORDER  -  FOURTH    CLASS I
 ME3308
 ME3308.This mark is at Frankfort Airport (C18)
 ME3308
 ME3308.The horizontal coordinates were established by GPS observations
 ME3308.and adjusted by the National Geodetic Survey in October 1999..
 ME3308
 ME3308.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3308
 ME3308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3308
 ME3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3308
 ME3308.The ellipsoidal height was determined by GPS observations
 ME3308.and is referenced to NAD 83.
 ME3308
 ME3308.The geoid height was determined by GEOID03.
 ME3308
 ME3308;                    North         East     Units Scale Factor Converg.
 ME3308;SPC IL E     -   534,221.857   341,302.364   MT  0.99999598   +0 19 39.1
 ME3308;SPC IL E     - 1,752,692.88  1,119,756.17   sFT  0.99999598   +0 19 39.1
 ME3308;UTM  16      - 4,592,138.739   429,964.803   MT  0.99966036   -0 33 20.2
 ME3308
 ME3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3308!SPC IL E     -   0.99996867  x   0.99999598  =   0.99996465
 ME3308!UTM  16      -   0.99996867  x   0.99966036  =   0.99962904
 ME3308
 ME3308:                Primary Azimuth Mark                     Grid Az
 ME3308:SPC IL E     -  FRANPORT                                 269 41 25.0
 ME3308:UTM  16      -  FRANPORT                                 270 34 24.3
 ME3308
 ME3308|---------------------------------------------------------------------|
 ME3308| PID    Reference Object                     Distance      Geod. Az  |
 ME3308|                                                           dddmmss.s |
 ME3308| ME3307 FRANPORT                            APPROX. 0.6 KM 2700104.1 |
 ME3308|---------------------------------------------------------------------|
 ME3308
 ME3308                          SUPERSEDED SURVEY CONTROL
 ME3308
 ME3308  NAD 83(1997)-  41 28 40.06603(N)    087 50 19.78384(W) AD(       ) 1
 ME3308  NAD 83(1986)-  41 28 40.06739(N)    087 50 19.79085(W) AD(       ) 1
 ME3308  NGVD 29 (06/25/91)  232.9    (m)          764.     (f) GPS OBS        
 ME3308
 ME3308.Superseded values are not recommended for survey control.
 ME3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3308.See file dsdata.txt to determine how the superseded data were derived.
 ME3308
 ME3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2996592139(NAD 83)
 ME3308_MARKER: I = METAL ROD
 ME3308_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3308_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ME3308_STAMPING: FRANPORT AZ MK 1990
 ME3308_MARK LOGO: NGS   
 ME3308_PROJECTION: FLUSH
 ME3308_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3308+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ME3308_ROD/PIPE-DEPTH: 5.5  meters
 ME3308_SLEEVE-DEPTH  : 1.0 meters
 ME3308
 ME3308  HISTORY     - Date     Condition        Report By
 ME3308  HISTORY     - 1990     MONUMENTED       NGS
 ME3308
 ME3308                          STATION DESCRIPTION
 ME3308
 ME3308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ME3308'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) SOUTH OF FRANKFORT, 1.0 KM
 ME3308'(0.6 MI) NORTH OF THE COOK-WILL COUNTY LINE, AT THE FRANKFORT
 ME3308'AIRPORT, AT TURN IN THE TAXI NEAR THE EAST END OF THE RUNWAY, IN THE
 ME3308'CENTER OF SECTION 34, T 35 N, R 12 E.  OWNERSHIP--J. ARNOLD AND H. M
 ME3308'. (0.0 FT) BROWN, BOX 1, FRANKFORT, IL 60423.  AIRPORT MANAGER IS
 ME3308'JOEL ARNOLD, PHONE 815-469-2311.
 ME3308'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND US HIGHWAY 45
 ME3308'(EXIT 145) ABOUT 6.0 KM (3.7 MI) NORTH OF FRANKFORT, GO SOUTH ON
 ME3308'HIGHWAY 45 FOR 5.21 KM (3.24 MI) TO ITS JUNCTION WITH US HIGHWAY 30.
 ME3308'CONTINUE ON HIGHWAY 45 FOR 0.10 KM (0.06 MI) TO A PAVED ROAD LEFT.
 ME3308'TURN LEFT, SOUTH, ON WHITE STREET, FOR 0.86 KM (0.53 MI) TO A
 ME3308'T-STREET IN FRANKFORT.  TURN LEFT, EAST, ON NEBRASKA STREET FOR 0.07
 ME3308'KM (0.04 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON CENTER
 ME3308'ROAD FOR 2.17 KM (1.35 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN
 ME3308'LEFT, EAST, ON GRAVEL, KEEPING LEFT OF OFFICE, FOR 0.17 KM (0.11 MI)
 ME3308'TO APRON ON THE RIGHT.  TURN RIGHT, SOUTH, ON APRON FOR 0.05 KM
 ME3308'(0.03 MI) TO THE TAXI.  TURN LEFT, EAST, ON TAXI FOR 0.61 KM
 ME3308'(0.38 MI) TO END OF TAXI AND THE STATION ON THE LEFT.
 ME3308'THE STATION IS LOCATED 33.4 M (109.6 FT) NORTH FROM THE CENTER OF THE
 ME3308'RUNWAY, 19.3 M (63.3 FT) WEST-NORTHWEST FROM THE FIRST RUNWAY LIGHT
 ME3308'EAST OF THE TAXI CONNECTION, 7.4 M (24.3 FT) NORTH FROM THE EXTENDED
 ME3308'CENTER OF THE PARALLEL TAXI, AND 6.8 M (22.3 FT) EAST FROM THE CENTER
 ME3308'OF THE CONNECTING TAXI.
 ME3308'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0575 ***********************************************************************
 MF0575  DESIGNATION -  FRED
 MF0575  PID         -  MF0575
 MF0575  STATE/COUNTY-  IL/LEE
 MF0575  USGS QUAD   -  STEWARD (1993)
 MF0575
 MF0575                         *CURRENT SURVEY CONTROL
 MF0575  ___________________________________________________________________
 MF0575* NAD 83(1997)-  41 45 54.07602(N)    089 01 53.53038(W)     ADJUSTED  
 MF0575* NAVD 88     -       249.153  (meters)     817.43   (feet)  POSTED    
 MF0575  ___________________________________________________________________
 MF0575  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MF0575  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0575  DYNAMIC HT  -         249.060 (meters)     817.12  (feet)  COMP
 MF0575  MODELED GRAV-     980,245.5   (mgal)                       NAVD 88
 MF0575
 MF0575  HORZ ORDER  -  SECOND
 MF0575  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MF0575
 MF0575.The horizontal coordinates were established by classical geodetic methods
 MF0575.and adjusted by the National Geodetic Survey in October 1999..
 MF0575
 MF0575.The orthometric height was determined by differential leveling
 MF0575.and adjusted by the National Geodetic Survey in 1992..
 MF0575.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MF0575.rate of 2.1 thru 3.0 mm/km.
 MF0575
 MF0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0575
 MF0575.The geoid height was determined by GEOID03.
 MF0575
 MF0575.The dynamic height is computed by dividing the NAVD 88
 MF0575.geopotential number by the normal gravity value computed on the
 MF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0575.degrees latitude (g = 980.6199 gals.).
 MF0575
 MF0575.The modeled gravity was interpolated from observed gravity values.
 MF0575
 MF0575;                    North         East     Units Scale Factor Converg.
 MF0575;SPC IL W     -   566,607.592   794,386.779   MT  1.00005077   +0 45 22.1
 MF0575;SPC IL W     - 1,858,945.07  2,606,250.62   sFT  1.00005077   +0 45 22.1
 MF0575;SPC IL E     -   566,239.548   241,942.318   MT  1.00001646   -0 27 54.3
 MF0575;SPC IL E     - 1,857,737.58    793,772.42   sFT  1.00001646   -0 27 54.3
 MF0575;UTM  16      - 4,625,681.862   331,131.391   MT  0.99995092   -1 21 12.5
 MF0575
 MF0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0575!SPC IL W     -   0.99996610  x   1.00005077  =   1.00001687
 MF0575!SPC IL E     -   0.99996610  x   1.00001646  =   0.99998256
 MF0575!UTM  16      -   0.99996610  x   0.99995092  =   0.99991702
 MF0575
 MF0575|---------------------------------------------------------------------|
 MF0575| PID    Reference Object                     Distance      Geod. Az  |
 MF0575|                                                           dddmmss.s |
 MF0575| CI7432 FRED RM                               9.840 METERS 08439     |
 MF0575| MF1212 SCARBORO                            APPROX. 1.5 KM 3523027.2 |
 MF0575|---------------------------------------------------------------------|
 MF0575
 MF0575                          SUPERSEDED SURVEY CONTROL
 MF0575
 MF0575  NAD 83(1997)-  41 45 54.07719(N)    089 01 53.53323(W) AD(       ) 2
 MF0575  NAD 83(1986)-  41 45 54.07973(N)    089 01 53.53526(W) AD(       ) 2
 MF0575  NAD 27      -  41 45 53.97770(N)    089 01 53.20170(W) AD(       ) 2
 MF0575  NGVD 29 (07/19/86)  249.20   (m)          817.6    (f) LEVELING    3  
 MF0575
 MF0575.Superseded values are not recommended for survey control.
 MF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0575.See file dsdata.txt to determine how the superseded data were derived.
 MF0575
 MF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3113125682(NAD 83)
 MF0575_MARKER: DB = BENCH MARK DISK
 MF0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0575_STAMPING: 817.571 FRED 1920
 MF0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0575+STABILITY: SURFACE MOTION
 MF0575
 MF0575  HISTORY     - Date     Condition        Report By
 MF0575  HISTORY     - 1920     MONUMENTED       CGS
 MF0575  HISTORY     - 1920     GOOD             CGS
 MF0575  HISTORY     - 1954     GOOD             CGS
 MF0575  HISTORY     - 1969     MARK NOT FOUND   NGS
 MF0575  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0575  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0575  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF0575
 MF0575                          STATION DESCRIPTION
 MF0575
 MF0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0575'STATION IS ABOUT 1 MILE S OF SCARBORO, ON THE W SIDE OF THE
 MF0575'CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 30 YARDS S OF
 MF0575'A SIGN MARKED STATION 1 MILE, 100 YARDS E OF R.J. HERMANS BARN,
 MF0575'AND JUST N OF WHERE A LANE FROM A WOOD LOT BACK OF THE BARN
 MF0575'CROSSES THE TRACK.  THE SURFACE, UNDERGROUND, AND REFERENCE
 MF0575'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 MF0575'THE REFERENCE MARK IS ON THE
 MF0575'OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE LINE, 9.84 METERS
 MF0575'(32.28 FEET) FROM THE STATION, N 84 DEG 39 MIN E.
 MF0575
 MF0575                          STATION RECOVERY (1920)
 MF0575
 MF0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920
 MF0575'1 MI S FROM SCARBORO.
 MF0575'ABOUT 1 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MF0575'PACIFIC RAILROAD FROM SCARBORO, LEE COUNTY, 30 YARDS SOUTH OF
 MF0575'THE STATION 1 MILE SIGN, ABOUT 100 YARDS EAST OF THE R.J. HERMAN
 MF0575'BARN, JUST NORTH OF THE CROSSING OF A LANE LEADING TO A WOOD
 MF0575'LOT, AND WEST OF THE TRACK.  A STANDARD TRAINGULATION-STATION
 MF0575'DISK, STAMPED 817.571 FRED 1920 AND SET IN THE TOP OF A
 MF0575'CONCRETE POST.
 MF0575
 MF0575                          STATION RECOVERY (1954)
 MF0575
 MF0575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0575'THIS TRAVERSE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.
 MF0575'THE FILL AT THIS POINT REACHED OUT TO THE RIGHT-OF-WAY FENCE.
 MF0575'
 MF0575'THE 1920 DESCRIPTION MENTIONED A SIGN, STATION 1 MILE, THIS
 MF0575'SIGN DOES NOT EXIST, AND MR. HERMANS LANE ACROSS THE TRACKS
 MF0575'HAS BEEN CLOSED.  A TWO-HOUR SEARCH WAS MADE FOR THIS MARK.
 MF0575
 MF0575                          STATION RECOVERY (1969)
 MF0575
 MF0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0575'MARK NOT FOUND.
 MF0575
 MF0575                          STATION RECOVERY (1995)
 MF0575
 MF0575'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0575'MARK NOT FOUND.
 MF0575
 MF0575                          STATION RECOVERY (2002)
 MF0575
 MF0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0575'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0575
 MF0575                          STATION RECOVERY (2003)
 MF0575
 MF0575'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1564 ***********************************************************************
 NH1564  DESIGNATION -  FREDERICK
 NH1564  PID         -  NH1564
 NH1564  STATE/COUNTY-  IL/CARROLL
 NH1564  USGS QUAD   -  MT CARROLL (1985)
 NH1564
 NH1564                         *CURRENT SURVEY CONTROL
 NH1564  ___________________________________________________________________
 NH1564* NAD 83(1997)-  42 00 01.77307(N)    089 54 57.52742(W)     ADJUSTED  
 NH1564* NAVD 88     -       283.1    (meters)     929.     (feet)  GPS OBS   
 NH1564  ___________________________________________________________________
 NH1564  X           -       6,961.351 (meters)                     COMP
 NH1564  Y           -  -4,747,143.118 (meters)                     COMP
 NH1564  Z           -   4,245,811.841 (meters)                     COMP
 NH1564  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 NH1564  ELLIP HEIGHT-         250.10  (meters)          (12/06/04) GPS OBS
 NH1564  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NH1564
 NH1564  HORZ ORDER  -  FIRST
 NH1564  ELLP ORDER  -  FOURTH    CLASS I
 NH1564
 NH1564.The horizontal coordinates were established by GPS observations
 NH1564.and adjusted by the National Geodetic Survey in September 1998..
 NH1564
 NH1564.The orthometric height was determined by GPS observations and a
 NH1564.high-resolution geoid model.
 NH1564
 NH1564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1564
 NH1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1564
 NH1564.The ellipsoidal height was determined by GPS observations
 NH1564.and is referenced to NAD 83.
 NH1564
 NH1564.The geoid height was determined by GEOID03.
 NH1564
 NH1564;                    North         East     Units Scale Factor Converg.
 NH1564;SPC IL W     -   592,167.686   720,768.220   MT  0.99994648   +0 10 03.9
 NH1564;SPC IL W     - 1,942,803.48  2,364,720.40   sFT  0.99994648   +0 10 03.9
 NH1564;UTM  16      - 4,653,944.957   258,496.276   MT  1.00031773   -1 57 07.7
 NH1564
 NH1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1564!SPC IL W     -   0.99996078  x   0.99994648  =   0.99990726
 NH1564!UTM  16      -   0.99996078  x   1.00031773  =   1.00027849
 NH1564
 NH1564|---------------------------------------------------------------------|
 NH1564| PID    Reference Object                     Distance      Geod. Az  |
 NH1564|                                                           dddmmss.s |
 NH1564| CI8719 FREDERICK RM 1                       28.941 METERS 08930     |
 NH1564| CI8717 FREDERICK AZ MK                                    2801529.8 |
 NH1564| CI8718 FREDERICK AZ MK 2                                  3353412.9 |
 NH1564| CI8720 FREDERICK RM 2                                     34506     |
 NH1564| CI8721 FREDERICK RM 3                       18.842 METERS 34511     |
 NH1564|---------------------------------------------------------------------|
 NH1564
 NH1564                          SUPERSEDED SURVEY CONTROL
 NH1564
 NH1564  ELLIP H (09/15/98)  250.16   (m)                       GP(       ) 3 1
 NH1564  NAD 83(1986)-  42 00 01.77936(N)    089 54 57.53070(W) AD(       ) 1
 NH1564  NAD 27      -  42 00 01.68200(N)    089 54 57.09200(W) AD(       ) 1
 NH1564
 NH1564.Superseded values are not recommended for survey control.
 NH1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1564.See file dsdata.txt to determine how the superseded data were derived.
 NH1564
 NH1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5849653945(NAD 83)
 NH1564_MARKER: DS = TRIANGULATION STATION DISK
 NH1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1564_PROJECTION: FLUSH
 NH1564_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NH1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1564+STABILITY: SURFACE MOTION
 NH1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1564+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1996
 NH1564
 NH1564  HISTORY     - Date     Condition        Report By
 NH1564  HISTORY     - 1938     MONUMENTED       CGS
 NH1564  HISTORY     - 1970     GOOD             ILDT
 NH1564  HISTORY     - 1970     GOOD             NGS
 NH1564  HISTORY     - 1975     GOOD             NGS
 NH1564  HISTORY     - 19960804 GOOD             SECI
 NH1564  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NH1564  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 NH1564
 NH1564                          STATION DESCRIPTION
 NH1564
 NH1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CDM)
 NH1564'STATION IS ON LAND OWNED BY MYRON FREDERICK, IN THE SW 1/4
 NH1564'OF THE NW 1/4 OF SEC. 10, T 23 N, R 5 E, 3/4 MILE S AND 1.5
 NH1564'MILES E OF CHADWICK AND ABOUT 1/4 MILE SSE OF PLEASANT HILL
 NH1564'SCHOOL, ON A PROMINENT SANDY ALFALFA-COVERED HILL, 100 YARDS
 NH1564'SE OF THE SE CORNER OF LARGE RED BARN IN REAR OF FREDERICK
 NH1564'FARMHOUSE.
 NH1564'
 NH1564'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NH1564'BRONZE DISKS SET IN CONCRETE.
 NH1564'
 NH1564'MARK IS FLUSH WITH GROUND, 0.15 MILE E OF N-S SECTION
 NH1564'LINE ROAD, 0.25 MILE N OF E-W 1/2 SECTION LINE ROAD, 63 FEET
 NH1564'S OF A SE FENCE CORNER, 96.5 FEET W OF W FENCE OF A LANE FROM
 NH1564'FREDERICK BARN TO FIELD.
 NH1564'
 NH1564'REACHED FROM CHADWICK RAILROAD STATION, GO S ON MAIN STREET,
 NH1564'PAST E SIDE OF R.R. STATION AND ACROSS TRACKS FOR 0.05 MILE
 NH1564'TO END OF STREET, THEN TURN RIGHT, W ON GRAVEL FOR 1.35
 NH1564'MILES TO CROSS ROAD, THENCE LEFT, S FOR 0.75 MILE TO 0.2
 NH1564'MILE PAST PLEASANT HILL SCHOOL ON RIGHT, TO GATE INTO FIELD
 NH1564'JUST S OF FREDERICK HOUSE, THENCE LEFT, E THROUGH GATE ALONG
 NH1564'S SIDE OF AN E-W FENCE 0.15 MILE TO TOP OF HILL AND STATION.
 NH1564'
 NH1564'REFERENCE MARK NO. 1 IS E OF STATION AT BOTTOM OF HILL, 1
 NH1564'FOOT W OF W FENCE OF LANE.  PROJECTS 8 INCHES.
 NH1564'DISTANCE = 95.54 FEET, SLOPE MEASUREMENT.  REFERENCE MARK
 NH1564'NO. 2 IS NNW OF STATION, 1 FOOT S OF AN E-W FENCE, 5 FEET
 NH1564'W OF SE FENCE CORNER.  PROJECTS ABOUT 8 INCHES.
 NH1564'DISTANCE = 62.02 FEET, SLOPE MEASUREMENT.
 NH1564'
 NH1564'AZIMUTH MARK IS APPROXIMATELY 1.2 MILES WNW OF STATION.  FROM
 NH1564'STATION GO W 0.15 MILE TO N-S ROAD, THENCE N 0.2 MILE TO
 NH1564'PLEASANT HILL SCHOOL, THENCE W 1.1 MILES TO TOP OF SMALL HILL
 NH1564'AND MARK ON LEFT, S.  MARK PROJECTS ABOUT 8
 NH1564'INCHES, SET 1 FOOT N OF AN E-W FENCE LINE, 24 FEET S OF CENTER
 NH1564'LINE OF ROAD.
 NH1564'
 NH1564'90-FOOT TOWERS AT BYERS (1935), LEWIS (1931) AND HINRICHS
 NH1564'(1935) ARE ALL VISIBLE FROM THE GROUND.
 NH1564'
 NH1564'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 NH1564
 NH1564                          STATION RECOVERY (1970)
 NH1564
 NH1564'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DEW)
 NH1564'FREDERICK 1938-GOOD DESCRIPTION ADEQUATE SEE NOTE.
 NH1564'
 NH1564'FREDERICK NO. 2 1938-SEE NOTE
 NH1564'
 NH1564'FREDERICK NO. 1 1938-GOOD DESCRIPTION ADEQUATE
 NH1564'
 NH1564'FREDERICK 1938 AZI MK-GOOD DESCRIPTION ADEQUATE.
 NH1564'
 NH1564'NOTE--BESIDE THE AZI. MK. - STA. LANARK IS V.G.
 NH1564'
 NH1564'R.M. NO. 2--BECAUSE OF EROSION R.M. NO. 2 NOW PROJECTS APPROX 2.5
 NH1564'FEET AND IS TILTED TO THE EAST.  THIS MK. SHOULD BE RESET WHEN
 NH1564'CONVENIENT.  PROPERTY IS STILL OWNED BY ORIGINAL OWNERS
 NH1564'AND IS STILL IN ALFALFA.
 NH1564
 NH1564                          STATION RECOVERY (1970)
 NH1564
 NH1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1564'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 NH1564'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND WITH THE
 NH1564'TOP 2-1/2 FEET EXPOSED AND LEANING TO THE EAST.  THE MONUMENT
 NH1564'WAS RESET AND USED AS REFERENCE MARK 3.  THE DIRECTION TO
 NH1564'REFERENCE MARK 1 CHECKED AND THE MARK WAS MEASURED HORIZONTAL
 NH1564'AT THIS TIME RATHER THAN SLOPE.  A NEW DESCRIPTION FOLLOWS--
 NH1564'
 NH1564'STATION IS LOCATED IN THE SW 1/4 OF THE NW 1/4 OF SEC. 10,
 NH1564'T-23-N, R-5-E, ON A PROMINENT SANDY ALFALFA COVERED HILL
 NH1564'OWNED BY MR. MYRON FREDERICK, 270 FEET NORTHEAST OF THE
 NH1564'NORTHEAST CORNER OF A FENCE AROUND A SHORT FAA MAST, 125
 NH1564'FEET NORTHWEST OF A FENCE CORNER, 95 FEET WEST OF A FENCE AND A
 NH1564'METAL WITNESS POST, 56 FEET SOUTH OF A FENCE AND ON THE
 NH1564'HIGHEST POINT.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1564'FREDERICK 1938.
 NH1564'
 NH1564'TO REACH THE STATION FROM THE FARMERS STATE BANK IN CHADWICK,
 NH1564'GO SOUTH ON MAIN STREET FOR 0.15 MILE TO ROAD CURVE TO THE
 NH1564'RIGHT.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR 1.35 MILES
 NH1564'TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON THE GRAVELED
 NH1564'ROAD FOR 0.75 MILE TO THE STATION ON THE LEFT 0.1 MILE EAST
 NH1564'OF THE ROAD.  CONTINUE SOUTH ON THE ROAD FOR 0.25 MILE TO A
 NH1564'CROSSROAD.  TURN RIGHT AND GO WEST ON THE GRADED SAND ROAD
 NH1564'FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTH ON GRAVELED
 NH1564'ROAD FOR 0.55 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST
 NH1564'ON GRADED SAND ROAD FOR 0.15 MILE TO THE TOP OF GRADE AND
 NH1564'THE AZIMUTH MARK ON THE LEFT.
 NH1564'
 NH1564'REFERENCE MARK 1 IS 1 FOOT WEST OF FENCE, 65 FEET NORTH OF
 NH1564'THE FENCE CORNER AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 NH1564'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED FREDERICK
 NH1564'NO 1 1938.
 NH1564'
 NH1564'REFERENCE MARK 3 IS 1 FOOT EAST OF A METAL WITNESS POST AND
 NH1564'1 FOOT SOUTH OF A FENCE.  THE MONUMENT PROJECTS ABOUT 12
 NH1564'INCHES AND THE DISK IS STAMPED FREDERICK 1938 NO 3 1970.
 NH1564'
 NH1564'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST,
 NH1564'1 FOOT NORTH OF A FENCE, 30 FEET SOUTH OF CENTERLINE OF THE
 NH1564'ROAD, 7 FEET NORTHWEST OF AN 8 INCH WILD CHERRY TREE AND 7
 NH1564'FEET EAST OF A 6 INCH ELM TREE.  THE MONUMENT PROJECTS
 NH1564'10 INCHES AND THE DISK IS STAMPED FREDERICK 1938.
 NH1564'
 NH1564'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1564'
 NH1564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1
 NH1564'MILE SOUTHWEST OF CHADWICK
 NH1564
 NH1564                          STATION RECOVERY (1975)
 NH1564
 NH1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NH1564'THE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 NH1564'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD
 NH1564'WORK AND AZI 2 WAS ESTABLISHED.  THE AZIMUTH MARK WAS LEFT INTACT
 NH1564'AS THE ROAD CONSTRUCTION DATE IS NOT KNOWN.  THE DIRECTION TO
 NH1564'REFERENCE MARK 1, 3 AND THE CHADWICK WATER TANK CHECKED.  THE
 NH1564'DISTANCE TO REFERENCE MARK 3 CHECKED.  THE DISTANCE TO
 NH1564'REFERENCE MARK 1 MISSED THE 1938 DISTANCE BY 0.18 METER AND THE
 NH1564'DISTANCE WAS MEASURED SLOPE.  A NEW DESCRIPTION FOLLOWS.
 NH1564'
 NH1564'STATION IS LOCATED IN THE SW 1/4 OF THE NW 1/4 OF SEC. 10, T-23-N,
 NH1564'R-5-E, ON A PROMINENT SANDY HILL ON LAND OWNED BY MR. MYRON
 NH1564'FREDERICK, 270 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FENCE
 NH1564'AROUND A SHORT FAA MAST, 125 FEET NORTHWEST OF A FENCE CORNER, 69
 NH1564'FEET NORTH OF A FENCE, 62 FEET SOUTHWEST OF A METAL WITNESS POST
 NH1564'AND 58 FEET SOUTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NH1564'STAMPED FREDERICK 1938.
 NH1564'
 NH1564'TO REACH THE STATION FROM THE FARMERS STATE BANK IN CHADWICK, GO
 NH1564'SOUTH ON MAIN STREET FOR 0.15 MILE TO A CURVE RIGHT.  TURN RIGHT AND
 NH1564'GO WEST ON A PAVED ROAD FOR 1.35 MILES TO A CROSS ROAD.  TURN LEFT
 NH1564'AND GO SOUTH ON A PAVED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT AND
 NH1564'AZI 2 IN THE NORTHWEST ANGLE OF ROADS.  CONTINUE AHEAD FOR 0.25
 NH1564'MILE AND STATION ON LEFT 0.1 MILE EAST OF THE PAVED ROAD ON A
 NH1564'SMALL SAND HILL.
 NH1564'
 NH1564'REFERENCE MARK 1 IS 65 FEET NORTH OF A FENCE CORNER, 19 FEET WEST
 NH1564'OF A FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 NH1564'PROJECTS 5 INCHES AND THE DISK IS STAMPED FREDERICK NO 1 1938.
 NH1564'
 NH1564'REFERENCE MARK 3 IS 1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT
 NH1564'SOUTH OF A FENCE.  THE MONUMENT PROJECTS 12 INCHES AND THE DISK IS
 NH1564'STAMPED FREDERICK 1938 NO 3 1970.
 NH1564'
 NH1564'AZI 2 IS 56 FEET WEST OF CENTERLINE OF THE PAVED ROAD, 30 FEET NORTH
 NH1564'OF THE CENTERLINE OF A DIRT ROAD 25 FEET WEST OF A FENCE CORNER,
 NH1564'2 FEET SOUTH OF A POWER POLE AND 1 FOOT EAST OF A METAL WITNESS
 NH1564'POST. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 NH1564'FREDERICK AZI 2 1975.
 NH1564'
 NH1564'AZIMUTH MARK IS 30 FEET SOUTH OF CENTERLINE OF A DIRT ROAD, 6 FEET
 NH1564'WEST OF A 6 INCH WILD CHERRY TREE AND 1 FOOT EAST OF A METAL WITNESS
 NH1564'POST.  THE MONUMENT PROJECTS 10 INCHES AND THE DISK IS STAMPED
 NH1564'FREDERICK 1938.
 NH1564'
 NH1564'TO REACH THE AZIMUTH MARK FROM HERE, GO WEST ON A DIRT ROAD FOR 1
 NH1564'MILE TO A PAVED CROSS ROAD.  CONTINUE AHEAD ACROSS THE PAVED ROAD
 NH1564'FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NH1564'
 NH1564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHWEST
 NH1564'OF CHADWICK.
 NH1564
 NH1564                          STATION RECOVERY (1996)
 NH1564
 NH1564'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1564'RECOVERED AS DESCRIBED.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE
 NH1564'78 AND U.S.  ROUTE 52/ILLINOIS ROUTE 64, PROCEED SOUTH ON ILLINOIS
 NH1564'ROUTE 78 FOR APPROXIMENTLY 5 MI (8.0 KM) TO THE JUNCTION OF ILLINOIS
 NH1564'ROUTE 78 AND VINEGAR ROAD, TURN LEFT (EAST) ON VINEGAR ROAD AND
 NH1564'PROCEED FOR APPROXIMENTLY 3.5 MI (5.6 KM) TO THE JUNCTION OF VINEGAR
 NH1564'ROAD AND OAKVILLE ROAD, TURN RIGHT (SOUTH) ON OAKVILLE ROAD AND
 NH1564'PROCEED FOR APPROXIMENTLY 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT
 NH1564'(EAST) SIDE OF OAKVILLE ROAD.  THE STATION IS LOCATED APPROXIMENTLY
 NH1564'0.1 MI (0.2 KM) EAST OF THE CENTERLINE OF OAKVILLE ROAD OF TOP OF A
 NH1564'HILL IN A GRASS PRAIRIE SURROUNDED BY CULTIVATED FIELDS, 58 FT (17.7
 NH1564'M) SOUTH OF A EAST-WEST FENCE LINE, 68 FT (20.7 M) NORTH OF A
 NH1564'EAST-WEST FENCE LINE, 126 FT (38.4 M) WEST OF A WEST EDGE OF A
 NH1564'CULTIVATED FIELD, 124 FT (37.8 M) NORTHWEST OF A FENCE CORNER TO THE
 NH1564'WEST, 62.5 FT (19.1 M) SOUTHEAST OF FREDERICK RM 3, AND 95 FT (29.0 M)
 NH1564'WEST OF FREDERICK RM 1.
 NH1564
 NH1564                          STATION RECOVERY (2001)
 NH1564
 NH1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1564
 NH1564                          STATION RECOVERY (2003)
 NH1564
 NH1564'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH1564'STATION RM1 RM2 RM3 APPEAR TO BE IN A CULTIVATED FIELD THE AZIMUTH WAS
 NH1564'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1220 ***********************************************************************
 JB1220  DESIGNATION -  FREEBURG
 JB1220  PID         -  JB1220
 JB1220  STATE/COUNTY-  IL/ST CLAIR
 JB1220  USGS QUAD   -  FREEBURG (1990)
 JB1220
 JB1220                         *CURRENT SURVEY CONTROL
 JB1220  ___________________________________________________________________
 JB1220* NAD 83(1986)-  38 25 32.     (N)    089 54 41.     (W)     SCALED    
 JB1220* NAVD 88     -       157.886  (meters)     518.00   (feet)  ADJUSTED  
 JB1220  ___________________________________________________________________
 JB1220  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JB1220  DYNAMIC HT  -         157.785 (meters)     517.67  (feet)  COMP
 JB1220  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 JB1220
 JB1220  VERT ORDER  -  SECOND    CLASS 0
 JB1220
 JB1220.The horizontal coordinates were scaled from a topographic map and have
 JB1220.an estimated accuracy of +/- 6 seconds.
 JB1220
 JB1220.The orthometric height was determined by differential leveling
 JB1220.and adjusted by the National Geodetic Survey in June 1991..
 JB1220
 JB1220.The geoid height was determined by GEOID03.
 JB1220
 JB1220.The dynamic height is computed by dividing the NAVD 88
 JB1220.geopotential number by the normal gravity value computed on the
 JB1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1220.degrees latitude (g = 980.6199 gals.).
 JB1220
 JB1220.The modeled gravity was interpolated from observed gravity values.
 JB1220
 JB1220;                    North         East    Units  Estimated Accuracy
 JB1220;SPC IL W     -   195,240.      722,290.      MT  (+/- 180 meters Scaled)
 JB1220
 JB1220                          SUPERSEDED SURVEY CONTROL
 JB1220
 JB1220  NGVD 29 (??/??/92)  158.009  (m)          518.40   (f) ADJ UNCH    2 0
 JB1220
 JB1220.Superseded values are not recommended for survey control.
 JB1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1220.See file dsdata.txt to determine how the superseded data were derived.
 JB1220
 JB1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH458570(NAD 83)
 JB1220_MARKER: DB = BENCH MARK DISK
 JB1220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1220_SP_SET: MEMORIAL MONUMENT
 JB1220_STAMPING: FREEBURG 1935
 JB1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1220
 JB1220  HISTORY     - Date     Condition        Report By
 JB1220  HISTORY     - 1935     MONUMENTED       CGS
 JB1220  HISTORY     - 1945     GOOD             NGS
 JB1220  HISTORY     - 20011230 GOOD             INDIV
 JB1220
 JB1220                          STATION DESCRIPTION
 JB1220
 JB1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JB1220'AT FREEBURG.
 JB1220'AT FREEBURG, ST. CLAIR COUNTY, AT THE CITY PARK, IN THE CONCRETE
 JB1220'BASE OF A WORLD WAR VETERANS MEMORIAL MONUMENT, 3 FEET NORTH
 JB1220'OF THE SECOND STEP THAT LEADS TO THE MONUMENT, AND 8 INCHES
 JB1220'SOUTH OF THE BASE OF THE MONUMENT.  A STANDARD DISK, STAMPED
 JB1220'FREEBURG 1935.
 JB1220
 JB1220                          STATION RECOVERY (2001)
 JB1220
 JB1220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JCT)
 JB1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1219 ***********************************************************************
 JB1219  DESIGNATION -  FREEBURG 2
 JB1219  PID         -  JB1219
 JB1219  STATE/COUNTY-  IL/ST CLAIR
 JB1219  USGS QUAD   -  FREEBURG (1990)
 JB1219
 JB1219                         *CURRENT SURVEY CONTROL
 JB1219  ___________________________________________________________________
 JB1219* NAD 83(1986)-  38 25 23.     (N)    089 54 40.     (W)     SCALED    
 JB1219* NAVD 88     -       156.958  (meters)     514.95   (feet)  ADJUSTED  
 JB1219  ___________________________________________________________________
 JB1219  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 JB1219  DYNAMIC HT  -         156.856 (meters)     514.62  (feet)  COMP
 JB1219  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 JB1219
 JB1219  VERT ORDER  -  SECOND    CLASS 0
 JB1219
 JB1219.The horizontal coordinates were scaled from a topographic map and have
 JB1219.an estimated accuracy of +/- 6 seconds.
 JB1219
 JB1219.The orthometric height was determined by differential leveling
 JB1219.and adjusted by the National Geodetic Survey in June 1991..
 JB1219
 JB1219.The geoid height was determined by GEOID03.
 JB1219
 JB1219.The dynamic height is computed by dividing the NAVD 88
 JB1219.geopotential number by the normal gravity value computed on the
 JB1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1219.degrees latitude (g = 980.6199 gals.).
 JB1219
 JB1219.The modeled gravity was interpolated from observed gravity values.
 JB1219
 JB1219;                    North         East    Units  Estimated Accuracy
 JB1219;SPC IL W     -   194,960.      722,320.      MT  (+/- 180 meters Scaled)
 JB1219
 JB1219                          SUPERSEDED SURVEY CONTROL
 JB1219
 JB1219  NGVD 29 (??/??/92)  157.080  (m)          515.35   (f) ADJ UNCH    2 0
 JB1219
 JB1219.Superseded values are not recommended for survey control.
 JB1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1219.See file dsdata.txt to determine how the superseded data were derived.
 JB1219
 JB1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH458567(NAD 83)
 JB1219_MARKER: Z = SEE DESCRIPTION
 JB1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1219_SP_SET: FLOOR
 JB1219_STAMPING: ELEVATION ABOVE SEA LEVEL
 JB1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1219
 JB1219  HISTORY     - Date     Condition        Report By
 JB1219  HISTORY     - UNK      MONUMENTED       IL3200
 JB1219  HISTORY     - 1935     GOOD             NGS
 JB1219
 JB1219                          STATION DESCRIPTION
 JB1219
 JB1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB1219'AT FREEBURG.
 JB1219'AT FREEBURG, ST. CLAIR COUNTY, AT THE HIGH SCHOOL, 2 FEET
 JB1219'INSIDE THE NORTH ENTRANCE DOOR, AND IN THE CONCRETE FLOOR.  A
 JB1219'BRASS PLATE STAMPED ELEVATION ABOVE SEA LEVEL.  NOTE-- THIS
 JB1219'MARK IS A BRASS PLATE SET BY LOCAL CITIZENS IN THE HIGH SCHOOL
 JB1219'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1463 ***********************************************************************
 MF1463  DESIGNATION -  FREEDOM
 MF1463  PID         -  MF1463
 MF1463  STATE/COUNTY-  IL/LA SALLE
 MF1463  USGS QUAD   -  WEDRON (1970)
 MF1463
 MF1463                         *CURRENT SURVEY CONTROL
 MF1463  ___________________________________________________________________
 MF1463* NAD 83(1997)-  41 28 13.15326(N)    088 50 14.48410(W)     ADJUSTED  
 MF1463* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 MF1463  ___________________________________________________________________
 MF1463  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 MF1463  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF1463
 MF1463  HORZ ORDER  -  THIRD
 MF1463
 MF1463.The horizontal coordinates were established by classical geodetic methods
 MF1463.and adjusted by the National Geodetic Survey in October 1999..
 MF1463
 MF1463.The orthometric height was scaled from a topographic map.
 MF1463
 MF1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1463
 MF1463.The geoid height was determined by GEOID03.
 MF1463
 MF1463;                    North         East     Units Scale Factor Converg.
 MF1463;SPC IL E     -   533,396.180   257,897.757   MT  0.99999681   -0 20 01.6
 MF1463;SPC IL E     - 1,749,983.97    846,119.56   sFT  0.99999681   -0 20 01.6
 MF1463;UTM  16      - 4,592,598.608   346,575.842   MT  0.99988969   -1 13 01.2
 MF1463
 MF1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1463!SPC IL E     -   0.99997476  x   0.99999681  =   0.99997157
 MF1463!UTM  16      -   0.99997476  x   0.99988969  =   0.99986446
 MF1463
 MF1463:                Primary Azimuth Mark                     Grid Az
 MF1463:SPC IL E     -  FREEDOM AZ MK                            082 57 57.8
 MF1463:UTM  16      -  FREEDOM AZ MK                            083 50 57.4
 MF1463
 MF1463|---------------------------------------------------------------------|
 MF1463| PID    Reference Object                     Distance      Geod. Az  |
 MF1463|                                                           dddmmss.s |
 MF1463| CI7433 FREEDOM AZ MK                                      0823756.2 |
 MF1463| MF1456 LONG RM 4                           APPROX.14.2 KM 1203248.2 |
 MF1463| CI7434 FREEDOM RM 1                         17.752 METERS 21932     |
 MF1463| CI7435 FREEDOM RM 2                         19.034 METERS 29049     |
 MF1463|---------------------------------------------------------------------|
 MF1463
 MF1463                          SUPERSEDED SURVEY CONTROL
 MF1463
 MF1463  NAD 83(1997)-  41 28 13.15784(N)    088 50 14.49245(W) AD(       ) 3
 MF1463  NAD 83(1986)-  41 28 13.15866(N)    088 50 14.49249(W) AD(       ) 3
 MF1463  NAD 27      -  41 28 13.04680(N)    088 50 14.21750(W) AD(       ) 3
 MF1463
 MF1463.Superseded values are not recommended for survey control.
 MF1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1463.See file dsdata.txt to determine how the superseded data were derived.
 MF1463
 MF1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4657692599(NAD 83)
 MF1463_MARKER: DS = TRIANGULATION STATION DISK
 MF1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1463
 MF1463  HISTORY     - Date     Condition        Report By
 MF1463  HISTORY     - 1954     MONUMENTED       CGS
 MF1463  HISTORY     - 1968     MARK NOT FOUND   CGS
 MF1463  HISTORY     - 1970     SEE DESCRIPTION  USGS
 MF1463  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF1463  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 MF1463
 MF1463                          STATION DESCRIPTION
 MF1463
 MF1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1463'STATION IS LOCATED IN THE EAST END OF A ROADSIDE PARK IN THE
 MF1463'SOUTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 52 AND
 MF1463'STATE HIGHWAY 23 ABOUT 8-1/2 MILES NORTH OF OTTAWA AND ABOUT
 MF1463'5-3/4 MILES WEST OF SERENA.  IT IS 215 FEET SOUTHWEST OF THE
 MF1463'CENTER OF THE INTERSECTION, 55 FEET SOUTH OF THE CENTER
 MF1463'OF HIGHWAY 52 AND 49 FEET NORTH OF THE CENTER OF HIGHWAY 23.
 MF1463'THE MARK IS FLUSH AND THE DISK IS STAMPED FREEDOM 1954.
 MF1463'
 MF1463'REFERENCE MARK NO. 1 IS 29 FEET NORTHWEST OF THE CENTER
 MF1463'OF HIGHWAY 23 AND 23 FEET SOUTHEAST OF A 14 INCH ELM TREE.
 MF1463'THE MARK IS FLUSH AND THE DISK IS STAMPED FREEDOM NO 1 1954.
 MF1463'
 MF1463'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF THE ELM TREE AND 30
 MF1463'FEET SOUTH OF THE CENTER OF HIGHWAY 52.  THE MARK IS FLUSH
 MF1463'AND THE DISK IS STAMPED FREEDOM NO 2 1954.
 MF1463'
 MF1463'AZIMUTH MARK IS 29 FEET NORTH OF THE CENTER OF HIGHWAY NOS.
 MF1463'52 AND 23, 26 FEET EAST OF THE CENTER OF A DRIVEWAY, 1 FOOT
 MF1463'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 MF1463'THE MARK IS FLUSH AND THE DISK IS STAMPED FREEDOM 1954.
 MF1463'
 MF1463'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 MF1463'NOS. 52 AND 23 FOR 0.15 MILE TO A DRIVEWAY LEFT AND THE MARK
 MF1463'ON THE LEFT AS DESCRIBED.
 MF1463'
 MF1463'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MF1463
 MF1463                          STATION RECOVERY (1968)
 MF1463
 MF1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MF1463'THE ONLY MARK FOUND AT THIS STATION WAS REFERENCE MARK 1.  THE
 MF1463'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK COULD
 MF1463'NOT BE FOUND AND ARE ASSUMED DESTROYED BY ROAD CONSTRUCTION.
 MF1463'
 MF1463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 MF1463'MILES WEST OF SERENA
 MF1463
 MF1463                          STATION RECOVERY (1970)
 MF1463
 MF1463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DRL)
 MF1463'SEARCHED THE AREA BUT FOUND ONLY R.M. 1.  OTHER MARKS WERE
 MF1463'POSSIBLY REMOVED BY ROAD CONSTRUCTION.
 MF1463
 MF1463                          STATION RECOVERY (1997)
 MF1463
 MF1463'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1463'MARK NOT FOUND.
 MF1463
 MF1463                          STATION RECOVERY (2002)
 MF1463
 MF1463'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1463'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2991 ***********************************************************************
 ME2991  DESIGNATION -  FREEMAN
 ME2991  PID         -  ME2991
 ME2991  STATE/COUNTY-  IL/COOK
 ME2991  USGS QUAD   -  PALOS PARK (1997)
 ME2991
 ME2991                         *CURRENT SURVEY CONTROL
 ME2991  ___________________________________________________________________
 ME2991* NAD 83(1997)-  41 43 56.94217(N)    087 50 48.99698(W)     ADJUSTED  
 ME2991* NAVD 88     -       212.5    (meters)     697.     (feet)  VERTCON   
 ME2991  ___________________________________________________________________
 ME2991  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 ME2991  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 ME2991
 ME2991  HORZ ORDER  -  SECOND
 ME2991
 ME2991.The horizontal coordinates were established by classical geodetic methods
 ME2991.and adjusted by the National Geodetic Survey in October 1999..
 ME2991
 ME2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2991
 ME2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2991
 ME2991.The geoid height was determined by GEOID03.
 ME2991
 ME2991;                    North         East     Units Scale Factor Converg.
 ME2991;SPC IL E     -   562,504.491   340,465.146   MT  0.99999514   +0 19 25.6
 ME2991;SPC IL E     - 1,845,483.48  1,117,009.40   sFT  0.99999514   +0 19 25.6
 ME2991;UTM  16      - 4,620,421.459   429,564.833   MT  0.99966105   -0 33 49.7
 ME2991
 ME2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2991!SPC IL E     -   0.99997189  x   0.99999514  =   0.99996703
 ME2991!UTM  16      -   0.99997189  x   0.99966105  =   0.99963295
 ME2991
 ME2991|---------------------------------------------------------------------|
 ME2991| PID    Reference Object                     Distance      Geod. Az  |
 ME2991|                                                           dddmmss.s |
 ME2991| ME2989 VASQUEZ                             394.236 METERS 08721     |
 ME2991| ME2990 VASQUEZ TPT                           9.586 METERS 08721     |
 ME2991| ME2992 FREEMAN TPT                           6.556 METERS 21223     |
 ME2991|---------------------------------------------------------------------|
 ME2991
 ME2991                          SUPERSEDED SURVEY CONTROL
 ME2991
 ME2991  NAD 83(1997)-  41 43 56.94231(N)    087 50 48.99731(W) AD(       ) 2
 ME2991  NAD 83(1997)-  41 43 56.94611(N)    087 50 49.00407(W) AD(       ) 2
 ME2991  NAD 83(1986)-  41 43 56.94645(N)    087 50 49.00392(W) AD(       ) 2
 ME2991  NAD 27      -  41 43 56.83307(N)    087 50 48.79990(W) AD(       ) 2
 ME2991  NGVD 29 (07/19/86)  212.6    (m)          698.     (f) VERT ANG       
 ME2991
 ME2991.Superseded values are not recommended for survey control.
 ME2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2991.See file dsdata.txt to determine how the superseded data were derived.
 ME2991
 ME2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2956520421(NAD 83)
 ME2991_MARKER: DD = SURVEY DISK
 ME2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2991+STABILITY: SURFACE MOTION
 ME2991
 ME2991  HISTORY     - Date     Condition        Report By
 ME2991  HISTORY     - 1977     MONUMENTED       NGS
 ME2991  HISTORY     - 20050507 MARK NOT FOUND   GEOCAC
 ME2991  HISTORY     - 20050507 MARK NOT FOUND   GEOCAC
 ME2991
 ME2991                          STATION DESCRIPTION
 ME2991
 ME2991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2991'THE STATION IS LOCATED 30 MILES SOUTHWEST OF CHICAGO AT HICKORY
 ME2991'HILLS, ILLINOIS, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 ME2991'OF KEAN AVENUE AND EIGHTY-SEVENTH STREET.
 ME2991'
 ME2991'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 12,
 ME2991'20, 45 AND EIGHTY-SEVENTH STREET ABOUT ONE MILE SOUTH OF WILLOW
 ME2991'SPRINGS, GO EAST ON EIGHTY-SEVENTH STREET FOR 0.3 MILE TO THE
 ME2991'INTERSECTION WITH KEAN AVENUE.  GO THROUGH THE INTERSECTION TO
 ME2991'THE STATION ON THE RIGHT, NEAR A TEXACO GAS STATION.  THE
 ME2991'STATION IS ON THE HIGHWAY RIGHT-OF-WAY.
 ME2991'
 ME2991'THE STATION MARKS ARE STANDARD DISKS STAMPED---FREEMAN
 ME2991'1977---.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 ME2991'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE SUB-
 ME2991'SURFACE MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES
 ME2991'BELOW THE GROUND.  IT IS 12.63 FEET SOUTH OF AN X CUT IN THE
 ME2991'CENTER OF A MANHOLE, 45.74 FEET NORTH NORTHEAST OF THE WEST
 ME2991'ANCHOR BOLT OF THE WEST LIGHT STAND IN THE FUEL PUMP ISLAND,
 ME2991'AND 44.57 FEET NORTH-NORTHWEST OF THE EAST ANCHOR BOLT OF THE
 ME2991'EAST LIGHT STAND IN THE FUEL PUMP ISLAND.  NO REFERENCE
 ME2991'MARKS WERE ESTABLISHED.
 ME2991'
 ME2991'STATION VASQUEZ CAN BE USED AS THE AZIMUTH MARK.
 ME2991'
 ME2991'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 ME2991
 ME2991                          STATION RECOVERY (2005)
 ME2991
 ME2991'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 ME2991'MARK MAY HAVE BEEN DESTROYED DUE TO EXPANSION OF 87TH STREET CIRCA
 ME2991'1991.
 ME2991
 ME2991                          STATION RECOVERY (2005)
 ME2991
 ME2991'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME2991'A CHECK OF THE AREA WAS CONDUCTED WITH NEGATIVE FINDINGS.  87TH STREET
 ME2991'WAS EXPANDED AND IMPROVED CIRCA 1991, SO MARK SHOULD BE CONSIDERED
 ME2991'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1653 ***********************************************************************
 HB1653  DESIGNATION -  FREEMAN
 HB1653  PID         -  HB1653
 HB1653  STATE/COUNTY-  IL/FRANKLIN
 HB1653  USGS QUAD   -  HERRIN (1978)
 HB1653
 HB1653                         *CURRENT SURVEY CONTROL
 HB1653  ___________________________________________________________________
 HB1653* NAD 83(1997)-  37 51 43.46267(N)    089 00 22.30711(W)     ADJUSTED  
 HB1653* NAVD 88     -       130.2    (meters)     427.     (feet)  VERTCON   
 HB1653  ___________________________________________________________________
 HB1653  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HB1653  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HB1653
 HB1653  HORZ ORDER  -  SECOND
 HB1653
 HB1653.The horizontal coordinates were established by classical geodetic methods
 HB1653.and adjusted by the National Geodetic Survey in October 1999..
 HB1653
 HB1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1653
 HB1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1653
 HB1653.The geoid height was determined by GEOID03.
 HB1653
 HB1653;                    North         East     Units Scale Factor Converg.
 HB1653;SPC IL E     -   132,879.388   240,791.403   MT  1.00001816   -0 24 46.8
 HB1653;SPC IL E     -   435,955.13    789,996.46   sFT  1.00001816   -0 24 46.8
 HB1653;UTM  16      - 4,192,408.658   323,522.949   MT  0.99998360   -1 13 53.9
 HB1653
 HB1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1653!SPC IL E     -   0.99998417  x   1.00001816  =   1.00000233
 HB1653!UTM  16      -   0.99998417  x   0.99998360  =   0.99996777
 HB1653
 HB1653|---------------------------------------------------------------------|
 HB1653| PID    Reference Object                     Distance      Geod. Az  |
 HB1653|                                                           dddmmss.s |
 HB1653| CI3650 FREEMAN RM 1                         26.521 METERS 03425     |
 HB1653| CI3649 FREEMAN AZ MK                                      1450329.7 |
 HB1653| HB1650 ROYALTON MUNICIPAL TANK             APPROX. 9.7 KM 2821830.4 |
 HB1653| HB1649 ROYALTON LOOKOUT TOWER              APPROX. 9.4 KM 2910330.0 |
 HB1653| CI3651 FREEMAN RM 2                         24.795 METERS 31000     |
 HB1653|---------------------------------------------------------------------|
 HB1653
 HB1653                          SUPERSEDED SURVEY CONTROL
 HB1653
 HB1653  NAD 83(1997)-  37 51 43.47342(N)    089 00 22.30716(W) AD(       ) 2
 HB1653  NAD 83(1986)-  37 51 43.47558(N)    089 00 22.30893(W) AD(       ) 2
 HB1653  NAD 27      -  37 51 43.29513(N)    089 00 22.04557(W) AD(       ) 2
 HB1653  NGVD 29 (07/19/86)  130.3    (m)          427.     (f) VERT ANG       
 HB1653
 HB1653.Superseded values are not recommended for survey control.
 HB1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1653.See file dsdata.txt to determine how the superseded data were derived.
 HB1653
 HB1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2352392409(NAD 83)
 HB1653_MARKER: DS = TRIANGULATION STATION DISK
 HB1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1653_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB1653+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2004
 HB1653
 HB1653  HISTORY     - Date     Condition        Report By
 HB1653  HISTORY     - 1961     MONUMENTED       CGS
 HB1653  HISTORY     - 1976     GOOD             ILDT
 HB1653  HISTORY     - 20041218 GOOD             ILDT
 HB1653
 HB1653                          STATION DESCRIPTION
 HB1653
 HB1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1653'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF WEST FRANKFORT IN THE
 HB1653'VILLAGE OF FREEMANSPUR, IN THE SOUTHEAST 1/4 OF SECTION 32, T 7
 HB1653'S, R 2 E. AND ON THE PROPERTY OF MR. HARRY GOSSAGE.  IT IS 10 FEET
 HB1653'NORTH OF A WITNESS POST, 11 FEET NORTH OF A WIRE FENCE, 56 FEET
 HB1653'SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD, 118 FEET NORTHWEST OF
 HB1653'THE SOUTHWEST CORNER OF A HOUSE AND 124 FEET SOUTHEAST OF THE
 HB1653'SOUTHEAST CORNER OF A HOUSE.  THE MONUMENT PROJECTS 1 INCH AND THE
 HB1653'DISK IS STAMPED FREEMAN 1961.
 HB1653'
 HB1653'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 37 AND
 HB1653'149 IN WEST FRANKFORT, GO WEST ON HIGHWAY 149 FOR 4.25 MILES TO A
 HB1653'CROSSROAD (FREEMANSPUR ROAD).  TURN LEFT AND GO SOUTH ON FREEMANSPUR
 HB1653'ROAD FOR 1.8 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE PAVED ROAD
 HB1653'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 HB1653'
 HB1653'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST AND SOUTH ON
 HB1653'THE PAVED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT ON THE ROAD
 HB1653'RIGHT-OF-WAY.
 HB1653'
 HB1653'REFERENCE MARK 1 IS 7 FEET EAST OF A 4 INCH PLUM TREE, 30 FEET
 HB1653'NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD AND 59 FEET
 HB1653'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE.  THE MONUMENT PROJECTS
 HB1653'4 INCHES AND THE DISK IS STAMPED FREEMAN NO. 1 1961.
 HB1653'
 HB1653'REFERENCE MARK 2 IS 12 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 HB1653'DRIVEWAY, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD AND
 HB1653'49 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE.  THE MONUMENT IS
 HB1653'FLUSH AND THE DISK IS STAMPED FREEMAN NO. 2 1961.
 HB1653'
 HB1653'THE AZIMUTH MARK IS 8 FEET NORTH OF A WITNESS POST, 8 FEET NORTHWEST
 HB1653'OF A 20 INCH MAPLE TREE, 10 FEET NORTH OF A TELEPHONE POLE
 HB1653'AND 24 FEET EAST OF THE CENTERLINE OF A PAVED ROAD.  THE MONUMENT IS
 HB1653'FLUSH AND THE DISK IS STAMPED FREEMAN 1961.
 HB1653'
 HB1653'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HB1653
 HB1653                          STATION RECOVERY (1976)
 HB1653
 HB1653'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976 (DEM)
 HB1653'FREEMAN 1961 RECOVERED GOOD.
 HB1653'
 HB1653'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FREEMAN SPUR.
 HB1653
 HB1653                          STATION RECOVERY (2004)
 HB1653
 HB1653'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (WAE)
 HB1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1540 ***********************************************************************
 NH1540  DESIGNATION -  FREEPORT
 NH1540  PID         -  NH1540
 NH1540  STATE/COUNTY-  IL/STEPHENSON
 NH1540  USGS QUAD   -  FREEPORT WEST (1978)
 NH1540
 NH1540                         *CURRENT SURVEY CONTROL
 NH1540  ___________________________________________________________________
 NH1540* NAD 83(1997)-  42 18 06.66585(N)    089 38 23.38815(W)     ADJUSTED  
 NH1540* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 NH1540  ___________________________________________________________________
 NH1540  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 NH1540  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH1540
 NH1540  HORZ ORDER  -  FIRST
 NH1540
 NH1540.The horizontal coordinates were established by classical geodetic methods
 NH1540.and adjusted by the National Geodetic Survey in October 1999..
 NH1540
 NH1540.The orthometric height was scaled from a topographic map.
 NH1540
 NH1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1540
 NH1540.The geoid height was determined by GEOID03.
 NH1540
 NH1540;                    North         East     Units Scale Factor Converg.
 NH1540;SPC IL W     -   625,743.562   743,439.426   MT  0.99996439   +0 21 16.5
 NH1540;SPC IL W     - 2,052,960.34  2,439,100.85   sFT  0.99996439   +0 21 16.5
 NH1540;UTM  16      - 4,686,666.350   282,404.450   MT  1.00018261   -1 46 38.6
 NH1540
 NH1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1540!SPC IL W     -   0.99996461  x   0.99996439  =   0.99992900
 NH1540!UTM  16      -   0.99996461  x   1.00018261  =   1.00014721
 NH1540
 NH1540:                Primary Azimuth Mark                     Grid Az
 NH1540:SPC IL W     -  FREEPORT STOVER MFG CO STACK             079 31 30.0
 NH1540:UTM  16      -  FREEPORT STOVER MFG CO STACK             081 39 25.1
 NH1540
 NH1540|---------------------------------------------------------------------|
 NH1540| PID    Reference Object                     Distance      Geod. Az  |
 NH1540|                                                           dddmmss.s |
 NH1540| NH1529 FREEPORT STOVER MFG CO STACK        APPROX. 2.4 KM 0795246.5 |
 NH1540| NH1528 FREEPORT ILL CEN RR SHOPS STK       APPROX. 2.9 KM 1043909.8 |
 NH1540| NH1536 FREEPORT ARCADE MFG CO STACK        APPROX. 3.6 KM 1080308.3 |
 NH1540| NH1534 FREEPORT FIRST PRESB CH SPIRE       APPROX. 1.4 KM 1104739.7 |
 NH1540| NH1531 FREEPORT ST JOSEPHS CH SPIRE        APPROX. 1.8 KM 1175750.6 |
 NH1540| CI9587 FREEPORT RM 1                        42.062 METERS 11811     |
 NH1540| NH1537 FREEPORT ST JOHNS EVANG CH          APPROX. 2.2 KM 1210702.7 |
 NH1540| NH1532 FREEPORT ST VIN ORPHANAGE STK       APPROX. 3.4 KM 1253713.3 |
 NH1540| NH1512 SILVER CREEK REFORMED CH SPIRE      APPROX.15.8 KM 1294529.4 |
 NH1540| NH1541 FREEPORT MUNICIPAL TANK             APPROX. 0.8 KM 1622623.2 |
 NH1540| NH1559 SHANNON MUNICIPAL TANK              APPROX.18.8 KM 2055003.0 |
 NH1540| CI9588 FREEPORT RM 2                        37.472 METERS 23302     |
 NH1540| CI9586 FREEPORT AZ MK                                     2825055.9 |
 NH1540| NH1566 LENA WATERWORKS TANK                APPROX.17.8 KM 2992022.1 |
 NH1540|---------------------------------------------------------------------|
 NH1540
 NH1540                          SUPERSEDED SURVEY CONTROL
 NH1540
 NH1540  NAD 83(1997)-  42 18 06.66586(N)    089 38 23.38816(W) AD(       ) 1
 NH1540  NAD 83(1997)-  42 18 06.66595(N)    089 38 23.38887(W) AD(       ) 1
 NH1540  NAD 83(1986)-  42 18 06.66539(N)    089 38 23.38851(W) AD(       ) 1
 NH1540  NAD 27      -  42 18 06.59600(N)    089 38 22.96900(W) AD(       ) 1
 NH1540
 NH1540.Superseded values are not recommended for survey control.
 NH1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1540.See file dsdata.txt to determine how the superseded data were derived.
 NH1540
 NH1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8240486666(NAD 83)
 NH1540_MARKER: DS = TRIANGULATION STATION DISK
 NH1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1540
 NH1540  HISTORY     - Date     Condition        Report By
 NH1540  HISTORY     - 1935     MONUMENTED       CGS
 NH1540  HISTORY     - 1964     GOOD             CGS
 NH1540  HISTORY     - 19960918 MARK NOT FOUND   USPSQD
 NH1540  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH1540
 NH1540                          STATION DESCRIPTION
 NH1540
 NH1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1540'THIS STATION IS IN THE WESTERN PART OF FREEPORT ON PROPERTY
 NH1540'OWNED BY P. GRANT, 75 FEET WEST NORTHWEST OF THE INTERSECTION OF
 NH1540'W. GALENA ST. AND N. HARLEM AVE.  ABOUT 100 YARDS NORTH OF
 NH1540'THE CHILDRENS HOME.  63 FEET WEST NORTHWEST OF FIRE HYDRANT.  27
 NH1540'FEET WEST OF CENTER-LINE OF GRAVEL ROAD LEADING NORTH FROM
 NH1540'PAVEMENT.  17 FEET NORTH OF NORTH EDGE OF SIDEWALK ON W. GALENA
 NH1540'ST.  30 FEET OF NORTH CURB OF W. GALENA ST. AND HIGHWAY
 NH1540'U.S. 20.  26 FEET NORTH NORTHEAST OF ELECTRIC LIGHT POLE.
 NH1540'THE MARK IS FLUSH.
 NH1540'
 NH1540'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1540'TABLETS SET IN CONCRETE.
 NH1540'
 NH1540'REFERENCE MARK NO. 1 IS EAST SOUTHEAST OF STATION IN SOUTHEAST
 NH1540'ANGLE OF N. HARLEM AVE. AND W. GALENA ST.  6 INCHES NORTH
 NH1540'OF SIDEWALK ON W. GALENA ST.  52 FEET EAST OF W. GALENA ST.-N.
 NH1540'HARLEM AVE. SIGN.  35 FEET NORTHWEST OF NORTHWEST CORNER OF
 NH1540'HOUSE ON SOUTHEAST CORNER OF N. HARLEM AVE. AND W. GALENA ST.
 NH1540'
 NH1540'REFERENCE MARK NO. 2 IS WEST SOUTHWEST OF STATION, 15 FEET
 NH1540'EAST OF DRIVE TO CHILDRENS HOME.  25 FEET SOUTH OF SOUTH CURB
 NH1540'OF W. GALENA ST.  8 FEET NORTH OF HEDGE ROW.  3 FEET EAST
 NH1540'OF TELEPHONE POLE.  THE MARK IS FLUSH.  THE DISTANCE BETWEEN
 NH1540'THE REFERENCE MARKS IS 220.04 FEET.
 NH1540'
 NH1540'THE AZIMUTH MARK IS 0.6 MILE BY ROAD NORTHWEST OF STATION,
 NH1540'ACROSS ROAD (EAST) OF AUG. CABOT HOUSE.  30 FEET NORTHEAST OF
 NH1540'CENTER LINE OF HIGHWAY U.S. 20.  1 FOOT NORTHEAST OF FENCE
 NH1540'LINE.  45 FEET SOUTHEAST OF 24-INCH OAK TREE IN FENCE CORNER.
 NH1540'50 FEET SOUTHEAST OF GRAVEL DRIVEWAY AND CONCRETE CULVERT.
 NH1540'THE MARK PROJECTS 4 INCHES.
 NH1540'
 NH1540'LIGHTS 100 FEET ABOVE STATION JANSSEN COME INTO VIEW 100
 NH1540'FEET ABOVE THIS STATION.
 NH1540'
 NH1540'LIGHTS 100 FEET ABOVE STATION STUKENBERG COME INTO VIEW 77 FEET
 NH1540'ABOVE THIS STATION.
 NH1540'
 NH1540'LIGHTS 100 FEET ABOVE STATION DAMASCUS COME INTO VIEW 15
 NH1540'FEET ABOVE THIS STATION.
 NH1540'
 NH1540'LIGHTS 100 FEET ABOVE STATION TAYLOR COME INTO VIEW 50 FEET
 NH1540'ABOVE THIS STATION.
 NH1540
 NH1540                          STATION RECOVERY (1964)
 NH1540
 NH1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NH1540'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NH1540'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS
 NH1540'NOT FOUND.  THE LINE OF SIGHT BETWEEN THE STATION AND THE
 NH1540'AZIMUTH MARK WOULD BE OBSTRUCTED, SO THE AZIMUTH MARK SHOULD
 NH1540'BE LISTED AS LOST.
 NH1540'
 NH1540'HIGHWAY AND STREET CONSTRUCTION ALONG W. GALENA STREET WHICH
 NH1540'CARRIES U.S. HIGHWAY 20 THRU THE CITY WILL DESTROY THE STATION
 NH1540'MARK AND BOTH REFERENCE MARKS, SO THEY WERE MOVED.  THERE
 NH1540'WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.  FOR DETAILS,
 NH1540'SEE THE DESCRIPTION OF FREEPORT 2 1964.
 NH1540'
 NH1540'THIS STATION WAS MOVED ON LINE TOWARD THE FREEPORT, MUNICIPAL
 NH1540'WATER TANK AND THE FOLLOWING OBSERVATIONS WERE MADE AT THIS STATION
 NH1540'IN 1964.
 NH1540'
 NH1540'THIS STATION AND BOTH R.M.S WERE DESTROYED.
 NH1540
 NH1540                          STATION RECOVERY (1996)
 NH1540
 NH1540'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1540'MARK NOT FOUND.
 NH1540
 NH1540                          STATION RECOVERY (2001)
 NH1540
 NH1540'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1540'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1643 ***********************************************************************
 NH1643  DESIGNATION -  FREEPORT
 NH1643  PID         -  NH1643
 NH1643  STATE/COUNTY-  IL/STEPHENSON
 NH1643  USGS QUAD   -  FORRESTON NORTH (1983)
 NH1643
 NH1643                         *CURRENT SURVEY CONTROL
 NH1643  ___________________________________________________________________
 NH1643* NAD 83(1997)-  42 14 48.81842(N)    089 35 01.19394(W)     ADJUSTED  
 NH1643* NAVD 88     -       256.2    (meters)     841.     (feet)  GPS OBS   
 NH1643  ___________________________________________________________________
 NH1643  X           -      34,360.912 (meters)                     COMP
 NH1643  Y           -  -4,728,645.159 (meters)                     COMP
 NH1643  Z           -   4,266,094.102 (meters)                     COMP
 NH1643  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 NH1643  ELLIP HEIGHT-         222.99  (meters)          (12/06/04) GPS OBS
 NH1643  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH1643
 NH1643  HORZ ORDER  -  FIRST
 NH1643  ELLP ORDER  -  FOURTH    CLASS I
 NH1643
 NH1643.This mark is at Albertus Airport (FEP)
 NH1643
 NH1643.The horizontal coordinates were established by GPS observations
 NH1643.and adjusted by the National Geodetic Survey in September 1998..
 NH1643
 NH1643.The orthometric height was determined by GPS observations and a
 NH1643.high-resolution geoid model.
 NH1643
 NH1643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1643
 NH1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1643
 NH1643.The ellipsoidal height was determined by GPS observations
 NH1643.and is referenced to NAD 83.
 NH1643
 NH1643.The geoid height was determined by GEOID03.
 NH1643
 NH1643;                    North         East     Units Scale Factor Converg.
 NH1643;SPC IL W     -   619,669.462   748,112.220   MT  0.99996965   +0 23 31.1
 NH1643;SPC IL W     - 2,033,032.23  2,454,431.51   sFT  0.99996965   +0 23 31.1
 NH1643;UTM  16      - 4,680,421.436   286,849.074   MT  1.00015905   -1 44 15.8
 NH1643
 NH1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1643!SPC IL W     -   0.99996503  x   0.99996965  =   0.99993468
 NH1643!UTM  16      -   0.99996503  x   1.00015905  =   1.00012407
 NH1643
 NH1643:                Primary Azimuth Mark                     Grid Az
 NH1643:SPC IL W     -  FREEPORT AZ MK                           081 29 53.2
 NH1643:UTM  16      -  FREEPORT AZ MK                           083 37 40.1
 NH1643
 NH1643|---------------------------------------------------------------------|
 NH1643| PID    Reference Object                     Distance      Geod. Az  |
 NH1643|                                                           dddmmss.s |
 NH1643| NH1644 FREEPORT AZ MK                      APPROX. 0.6 KM 0815324.3 |
 NH1643|---------------------------------------------------------------------|
 NH1643
 NH1643                          SUPERSEDED SURVEY CONTROL
 NH1643
 NH1643  ELLIP H (09/15/98)  223.04   (m)                       GP(       ) 3 1
 NH1643  ELLIP H (11/21/91)  223.04   (m)                       GP(       ) 4 1
 NH1643  NAD 83(1986)-  42 14 48.82046(N)    089 35 01.19734(W) AD(       ) 1
 NH1643  NGVD 29 (06/25/91)  256.3    (m)          841.     (f) GPS OBS        
 NH1643
 NH1643.Superseded values are not recommended for survey control.
 NH1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1643.See file dsdata.txt to determine how the superseded data were derived.
 NH1643
 NH1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8684980421(NAD 83)
 NH1643_MARKER: I = METAL ROD
 NH1643_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1643_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1643_STAMPING: FREEPORT 1990
 NH1643_MARK LOGO: ILDT  
 NH1643_PROJECTION: FLUSH
 NH1643_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1643+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 NH1643_ROD/PIPE-DEPTH: 11.6 meters
 NH1643_SLEEVE-DEPTH  : 1.0 meters
 NH1643
 NH1643  HISTORY     - Date     Condition        Report By
 NH1643  HISTORY     - 1990     MONUMENTED       NGS
 NH1643  HISTORY     - 19960817 GOOD             SECI
 NH1643  HISTORY     - 19960918 GOOD             USPSQD
 NH1643  HISTORY     - 20011219 GOOD             USPSQD
 NH1643  HISTORY     - 20030512 GOOD             FGRAH
 NH1643
 NH1643                          STATION DESCRIPTION
 NH1643
 NH1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1643'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTH-SOUTHEAST OF FREEPORT,
 NH1643'AT THE ALBERTUS AIRPORT, AT THE JUNCTION OF THE APRON AND A TAXI
 NH1643'LEADING EAST TO THE NORTHEAST END OF RUNWAY 6-24, IN SOUTH CENTRAL
 NH1643'SECTION 16, T 26 N, R 8 3. OWNERSHIP--CITY OF FREEPORT, CITY HALL,
 NH1643'FREEPORT. IL 61032. AIRPORT MANAGER IS DARRELL JANSSEN, PHONE
 NH1643'815-232-3013.
 NH1643'TO REACH FROM THE JUNCTION OF US HIGHWAY 20 BUSINESS AND STATE HIGHWAY
 NH1643'26 IN FREEPORT, GO EAST ON HIGHWAY 20 BUSINESS THROUGH TOWN FOR 3.37
 NH1643'KM (2.09 MI) TO A CROSSROAD AT SOUTHEAST CORNER OF TOWN. TURN RIGHT,
 NH1643'SOUTH, ON ARMSTRONG ROAD (BECOMES BAILEYVILLE ROAD) FOR 2.64 KM
 NH1643'(1.64 MI) TO A PAVED CROSSROAD.  TURN LEFT, EAST, ON LAMM ROAD FOR
 NH1643'0.82 KM (0.51 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT, SOUTH,
 NH1643'ON AIRPORT ROAD FOR 1.73 KM (1.07 MI) TO THE AIRPORT OFFICE ON THE
 NH1643'RIGHT. BEAR LEFT, NORTHEAST, ON APRON FOR 0.11 KM (0.07 MI) TO A TAXI
 NH1643'ON THE RIGHT AND STATION IN NORTHEAST ANGLE JUNCTION OF TAXI AND
 NH1643'APRON.
 NH1643'THE STATION IS LOCATED 19.2 M (63.0 FT) NORTH FROM THE CENTER OF THE
 NH1643'TAXI, 12.2 M (40.0 FT) EAST FROM THE EAST EDGE OF THE APRON, AND 8.2
 NH1643'M (26.9 FT) NORTHEAST FROM THE CENTRAL ONE OF THREE TAXI LIGHTS AT
 NH1643'CURVE IN PAVEMENT.
 NH1643'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NH1643
 NH1643                          STATION RECOVERY (1996)
 NH1643
 NH1643'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1643'RECOVERED AS DESCRIBED EXCEPT THAT THE AIRPORT MANAGER IS STEPHEN
 NH1643'KOPKO 815-232-1078.
 NH1643
 NH1643                          STATION RECOVERY (1996)
 NH1643
 NH1643'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1643'RECOVERED IN GOOD CONDITION.
 NH1643
 NH1643                          STATION RECOVERY (2001)
 NH1643
 NH1643'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1643'RECOVERED IN GOOD CONDITION.
 NH1643
 NH1643                          STATION RECOVERY (2003)
 NH1643
 NH1643'RECOVERY NOTE BY FEHR-GRAHAM AND ASSOCIATES 2003
 NH1643'RECOVERED AS DESCRIBED EXCEPT THAT THE AIRPORT MANAGER IS DARRELL
 NH1643'JANSSEN 815-232-1078
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1539 ***********************************************************************
 NH1539  DESIGNATION -  FREEPORT 2
 NH1539  PID         -  NH1539
 NH1539  STATE/COUNTY-  IL/STEPHENSON
 NH1539  USGS QUAD   -  FREEPORT WEST (1978)
 NH1539
 NH1539                         *CURRENT SURVEY CONTROL
 NH1539  ___________________________________________________________________
 NH1539* NAD 83(1997)-  42 18 05.70649(N)    089 38 22.97918(W)     ADJUSTED  
 NH1539* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 NH1539  ___________________________________________________________________
 NH1539  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 NH1539  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH1539
 NH1539  HORZ ORDER  -  SECOND
 NH1539
 NH1539.The horizontal coordinates were established by classical geodetic methods
 NH1539.and adjusted by the National Geodetic Survey in October 1999..
 NH1539.No horizontal observational check was made to the station.
 NH1539
 NH1539.The orthometric height was scaled from a topographic map.
 NH1539
 NH1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1539
 NH1539.The geoid height was determined by GEOID03.
 NH1539
 NH1539;                    North         East     Units Scale Factor Converg.
 NH1539;SPC IL W     -   625,714.020   743,448.976   MT  0.99996440   +0 21 16.8
 NH1539;SPC IL W     - 2,052,863.41  2,439,132.18   sFT  0.99996440   +0 21 16.8
 NH1539;UTM  16      - 4,686,636.467   282,412.897   MT  1.00018256   -1 46 38.3
 NH1539
 NH1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1539!SPC IL W     -   0.99996461  x   0.99996440  =   0.99992901
 NH1539!UTM  16      -   0.99996461  x   1.00018256  =   1.00014716
 NH1539
 NH1539|---------------------------------------------------------------------|
 NH1539| PID    Reference Object                     Distance      Geod. Az  |
 NH1539|                                                           dddmmss.s |
 NH1539| CI9591 FREEPORT 2 RM 5                      12.963 METERS 08751     |
 NH1539| CI9592 FREEPORT 2 RM 6                      13.104 METERS 11545     |
 NH1539| NH1541 FREEPORT MUNICIPAL TANK             APPROX. 0.7 KM 1622623.4 |
 NH1539| CI9589 FREEPORT 2 RM 3                      50.853 METERS 19009     |
 NH1539| CI9590 FREEPORT 2 RM 4                      39.901 METERS 26858     |
 NH1539| NH1540 FREEPORT                             31.048 METERS 34226     |
 NH1539|---------------------------------------------------------------------|
 NH1539
 NH1539                          SUPERSEDED SURVEY CONTROL
 NH1539
 NH1539  NAD 83(1997)-  42 18 05.70650(N)    089 38 22.97920(W) AD(       ) 2
 NH1539  NAD 83(1997)-  42 18 05.70659(N)    089 38 22.97991(W) AD(       ) 2
 NH1539  NAD 83(1986)-  42 18 05.70604(N)    089 38 22.97956(W) AD(       ) 2
 NH1539  NAD 27      -  42 18 05.63700(N)    089 38 22.56000(W) AD(       ) 2
 NH1539
 NH1539.Superseded values are not recommended for survey control.
 NH1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1539.See file dsdata.txt to determine how the superseded data were derived.
 NH1539
 NH1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8241386636(NAD 83)
 NH1539_MARKER: DS = TRIANGULATION STATION DISK
 NH1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1539_STAMPING: FREEPORT 2 1964
 NH1539_MARK LOGO: CGS   
 NH1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1539+STABILITY: SURFACE MOTION
 NH1539
 NH1539  HISTORY     - Date     Condition        Report By
 NH1539  HISTORY     - 1964     MONUMENTED       CGS
 NH1539  HISTORY     - 1969     GOOD             ILDT
 NH1539  HISTORY     - 1970     GOOD             ALSTER
 NH1539  HISTORY     - 1972     GOOD             BRADY
 NH1539  HISTORY     - 1974     GOOD             LOCENG
 NH1539  HISTORY     - 1974     GOOD             NGS
 NH1539  HISTORY     - 19830615 GOOD             NGS
 NH1539  HISTORY     - 19960918 GOOD             USPSQD
 NH1539  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH1539
 NH1539                          STATION DESCRIPTION
 NH1539
 NH1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 NH1539'THIS STATION WAS ESTABLISHED ON LINE FROM TRIANGULATION STATION
 NH1539'FREEPORT 1935 TOWARD THE FREEPORT, MUNICIPAL WATER TANK.
 NH1539'REFERENCE MARKS NO. AND NO. 4 WERE ESTABLISHED.  A COMPLETE
 NH1539'DESCRIPTION FOLLOWS.
 NH1539'
 NH1539'STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF
 NH1539'FREEPORT IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF W. GALENA
 NH1539'STREET AND HARLAN AVE. ON THE NORTH EDGE OF PROPERTY BELONGING
 NH1539'TO THE KINGS DAUGHTERS CHILDREN HOME, 139.5 FEET NORTH-NORTHEAST
 NH1539'OF THE NORTHEAST CORNER OF THE KINGS DAUGHTERS CHILDREN HOME
 NH1539'BRICK BUILDING, 87 FEET WEST-SOUTHWEST OF THE INTERSECTION
 NH1539'OF GALENA STREET AND HARLAN AVENUE, 65 FEET WEST OF THE CENTER
 NH1539'OF HARLAN AVENUE, 52 FEET SOUTH OF THE CENTER OF GALENA
 NH1539'STREET, 22 FEET NORTH OF A FLAGPOLE, 2.5 FEET SOUTH OF A NEW
 NH1539'STEEL WITNESS POST, AND 2 FEET SOUTH OF A ROW OF BUSHES.
 NH1539'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 NH1539'IS STAMPED FREEPORT 2 1964.
 NH1539'
 NH1539'REFERENCE MARK NO. 3 IS 166.84 FEET SOUTH OF THE STATION,
 NH1539'33 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE KINGS
 NH1539'DAUGHTERS CHILDREN HOME, 5 FEET EAST OF THE EAST WALL OF THE
 NH1539'PORCH, AND 6 INCHES NORTH OF THE 4TH STEP LEADING TO CHILDREN
 NH1539'HOME.  THE MARK IS FLUSH WITH SURFACE OF THE GROUND AND
 NH1539'THE DISK IS STAMPED FREEPORT 2 NO 3 1964.
 NH1539'
 NH1539'REFERENCE MARK NO. 4 IS 131.05 FEET WEST OF THE STATION,
 NH1539'51 FEET SOUTH OF THE CENTER OF GALENA STREET, 15 FEET EAST OF
 NH1539'THE CENTER OF DRIVEWAY TO THE REAR OF CHILDRENS HOME 8 FEET
 NH1539'EAST OF A 12-INCH LOCUST TREE, AND 1 FOOT SOUTH OF A ROW OF
 NH1539'BUSHES.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 NH1539'AND THE DISK IS STAMPED FREEPORT 2 NO 4 1964.
 NH1539'
 NH1539'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 NH1539'
 NH1539'NOTE--THIS STATION, FREEPORT 2, IS 2.54 FEET LOWER THAN
 NH1539'STATION FREEPORT 1935 AND 3.24 FEET LOWER THAN FREEPORT REFERENCE
 NH1539'MARK NO. 1.  THE ELEVATIONS WERE TRANSFERRED IN CASE LOCAL
 NH1539'ENGINEERS HAD ESTABLISHED AN ELEVATION ON EITHER OF THE MARKS
 NH1539'WHICH WERE DESTROYED.
 NH1539'
 NH1539'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1539
 NH1539                          STATION RECOVERY (1969)
 NH1539
 NH1539'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 (DEW)
 NH1539'FREEPORT 2 1964-GOOD DESCRIPTION OK.
 NH1539'
 NH1539'FREEPORT 2 NO. 3 1964-GOOD DESCRIPTION OK.
 NH1539'
 NH1539'FREEPORT 2 NO. 4 1964-GOOD DESCRIPTION OK.  SEE NOTE
 NH1539'
 NH1539'FREEPORT MUNICIPAL TANK-SEE NOTE.
 NH1539'
 NH1539'NOTE--FREEPORT 2 NO. 4 - 8 FEET EAST OF A 12 INCH LOCUST TREE - THE
 NH1539'TREE HAS BEEN CUT DOWN.  THE AZI LINE FROM THE STATION TO
 NH1539'THE MUNICIPAL TANK IS BEING BLOCKED BY TREE LIMBS
 NH1539
 NH1539                          STATION RECOVERY (1970)
 NH1539
 NH1539'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1970 (LOC)
 NH1539'FREEPORT 2 1964-GOOD
 NH1539'
 NH1539'FREEPORT 2 NO 3 1964-GOOD
 NH1539'
 NH1539'FREEPORT 2 NO 4 1964-GOOD
 NH1539'
 NH1539'TANK IS VISIBLE THROUGH TREE LIMB AND MAY BE HARD TO SEE IN SUMMER
 NH1539
 NH1539                          STATION RECOVERY (1972)
 NH1539
 NH1539'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ)
 NH1539'FREEPORT 2 1964-GOOD
 NH1539'
 NH1539'FREEPORT 2 NO. 3 1964-GOOD
 NH1539'
 NH1539'FREEPORT 2 NO 4 1964-GOOD
 NH1539
 NH1539                          STATION RECOVERY (1974)
 NH1539
 NH1539'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JGG)
 NH1539'RECOVERED BY FEHRY GRAHAM CONSULTING ENGINEERS
 NH1539'
 NH1539'STATION MAY BE DESTROYED BY NEW CONSTRUCTION.  SUGGEST CONTACTING
 NH1539'NEW OWNER, SJOSTROM AND SONS, INC., 1129 HARRISON AVE., ROCKFORD
 NH1539'ILLINOIS ABOUT THEIR PLANS FOR AREA.
 NH1539
 NH1539                          STATION RECOVERY (1974)
 NH1539
 NH1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 NH1539'THE STATION MARK AND REFERENCE MARK 4 WERE FOUND IN GOOD
 NH1539'CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AND ASSUMED TO
 NH1539'HAVE BEEN DESTROYED BY GRADING.  THE WATER TANKS MENTIONED IN
 NH1539'THE DESCRIPTION ARE NO LONGER VISIBLE TO THE STATION.  THE
 NH1539'DISTANCE TO REFERENCE MARK 4 WAS FOUND TO BE 0.14 OF A FOOT
 NH1539'SHORTER THAN THE PREVIOUS AND THIS WAS THOUGHT TO BE DUE
 NH1539'TO THE MARK BEING MEASURED HORIZONAL RATHER THAN SLOPE AT THIS
 NH1539'TIME.  REFERENCE MARKS 5 AND 6 WERE SET.  IT IS POSSIBLE
 NH1539'THAT THE STATION MAY HAVE TO BE MOVED IN THE FUTURE BUT
 NH1539'THERE WERE NO FINAL PLANS ON CONSTRUCTION AT THIS TIME.  A
 NH1539'NEW DESCRIPTION FOLLOWS--
 NH1539'
 NH1539'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF FREEPORT, 52
 NH1539'FEET FEET SOUTH OF THE CENTERLINE OF GALENA STREET, 65 FEET WEST
 NH1539'OF THE CENTERLINE OF HARLEM AVE., 8 FEET SOUTH OF THE SOUTH
 NH1539'EDGE OF SIDEWALK, 42 FEET NORTHWEST OF A 14 INCH OAK TREE AND
 NH1539'44 FEET NORTHWEST OF A METAL TRAFFIC CONTROL BOX.  THE MONUMENT
 NH1539'IS FLUSH AND THE DISK IS STAMPED FREEPORT 2 1964.
 NH1539'
 NH1539'REFERENCE MARK 4 IS 51 FEET SOUTH OF THE CENTERLINE OF GALENA
 NH1539'STREET AND 15 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.
 NH1539'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FREEPORT 2 NO 4 1964.
 NH1539'
 NH1539'REFERENCE MARK 5 IS A STANDARD DISK STAMPED FREEPORT 2 1964
 NH1539'NO 5 1974, SET IN A DRILL HOLE IN THE TOP AND NORTHWEST
 NH1539'CORNER OF THE CONCRETE BASE OF A METAL TRAFFIC LIGHT, 23
 NH1539'FEET WEST OF THE CENTERLINE OF HARLEM AVE. AND 52 FEET SOUTH
 NH1539'OF THE CENTERLINE OF GALENA ST.
 NH1539'
 NH1539'REFERENCE MARK 6 IS A STANDARD DISK STAMPED FREEPORT 2 1964 NO
 NH1539'6 1974, SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 NH1539'BASE OF A METAL TRAFFIC CONTROL BOX, 26 FEET WEST OF THE CENTERLINE
 NH1539'OF HARLEM AVE. AND 72 FEET SOUTH OF THE CENTERLINE OF GALENA
 NH1539'ST.
 NH1539'
 NH1539'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1539'
 NH1539'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FREEPORT
 NH1539
 NH1539                          STATION RECOVERY (1983)
 NH1539
 NH1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NH1539'THE STATION MARK, RM 5 AND 6 WERE RECOVERED IN GOOD CONDITION.  DUE TO
 NH1539'THE CONSTRUCTION OF A NEW WENDYS RESTAURANT AND THE CHANGING OF THE
 NH1539'TRAFFIC LIGHT CONTROL BOX AND LIGHT RMS 5 AND 6 WERE DESTROYED AND RMS
 NH1539'7 AND 8 WERE ESTABLISHED AT THIS TIME.  ARRANGEMENTS WERE MADE WITH
 NH1539'THE CONTRACTOR BUILDING THE BUILDING AND DOING THE LAND-SCAPING TO
 NH1539'HAVE A COVER PUT OVER THE STATION MARK AND IT WILL BE APPROXIMATELY 20
 NH1539'INCHES UNDERGROUND AFTER THE AREA IS LAND-SCAPED.  A NEW DESCRIPTION
 NH1539'FOLLOWS.  THE DISTANCE AND DIRECTION BETWEEN THE RMS CHECKED THE 1974
 NH1539'DATA.  THE STATION IS LOCATED IN THE NW PART OF FREEPORT IN THE SW
 NH1539'ANGLE OF THE INTERSECTION OF W GALENA AVENUE AND HARLAN AVENUE, ON THE
 NH1539'N EDGE OF THE NE CORNER OF THE PROPERTY OWNED BY MR LYLE KING WHO OWNS
 NH1539'THE WENDYS RESTAURANT AT THE STATION SITE.
 NH1539' 
 NH1539'THE STATION IS A STANDARD NGS DISK STAMPED---FREEPORT 2 1964---, SET
 NH1539'INTO THE TOP OF A ROUND CONCRETE MONUMENT, RECESSED 20 IN (60 CM)
 NH1539'BELOW THE GROUND.  THE STATION IS LOCATED 87.0 FT (26.5 M) WSW FROM
 NH1539'THE INTERSECTION OF GALENA AVENUE AND HARLAN AVENUE, 65.0 FT (19.8 M)
 NH1539'W FROM THE APPROXIMATE CENTER OF HARLAN AVENUE, 52.0 FT (15.8 M) S
 NH1539'FROM THE APPROXIMATE CENTER OF GALENA AVENUE, 7.6 FT (2.3 M) S FROM
 NH1539'THE S EDGE OF A SIDEWALK AND 2.0 FT (0.6 M) S FROM A WITNESS POST. RM
 NH1539'NO 7, IS A STANDARD NGS DISK STAMPED---FREEPORT 2 1964 NO 7 1983---,
 NH1539'IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK ALONG THE S EDGE OF GALENA
 NH1539'AVENUE.  THE STATION IS LOCATED 80.0 FT (24.4 M) W FROM THE CENTER OF
 NH1539'HARLAN AVENUE, 75.6 FT (23.0 M) S FROM THE CENTER OF GALENA AVENUE AND
 NH1539'21.0 FT (6.4 M) WSW FROM A UTILITY POLE, AND LEVEL WITH THE STATION.
 NH1539'RM NO 8, IS A STANDARD NGS DISK STAMPED---FREEPORT 2 1964 NO 8
 NH1539'1983---, CEMENTED IN A DRILL HOLE IN THE NW CORNER OF A CONCRETE SLAB
 NH1539'FOR THE TRAFFIC CONTROL SIGNAL OF A TRAFFIC LIGHT.  THE STATION IS
 NH1539'LOCATED 64.0 FT (19.5 M) S FROM THE CENTER OF GALENA AVENUE, 22.6 FT
 NH1539'(6.9 M) W FROM THE CENTER OF HARLAN AVENUE, 0.6 FT (18.3 CM) E FROM
 NH1539'THE E EDFGE OF A SIDEWALK, 02 FT (0.6 M) HIGHER THAN THE STATION.
 NH1539
 NH1539                          STATION RECOVERY (1996)
 NH1539
 NH1539'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1539'RECOVERED IN GOOD CONDITION.
 NH1539
 NH1539                          STATION RECOVERY (2001)
 NH1539
 NH1539'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1539'RM 3, RM 4, RM 5, RM 6, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1536 ***********************************************************************
 NH1536  DESIGNATION -  FREEPORT ARCADE MFG CO STACK
 NH1536  PID         -  NH1536
 NH1536  STATE/COUNTY-  IL/STEPHENSON
 NH1536  USGS QUAD   -  FREEPORT EAST (1978)
 NH1536
 NH1536                         *CURRENT SURVEY CONTROL
 NH1536  ___________________________________________________________________
 NH1536* NAD 83(1997)-  42 17 30.92287(N)    089 35 55.79114(W)     ADJUSTED  
 NH1536* NAVD 88     -                                                        
 NH1536  ___________________________________________________________________
 NH1536  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 NH1536  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH1536
 NH1536  HORZ ORDER  -  THIRD
 NH1536
 NH1536.The horizontal coordinates were established by classical geodetic methods
 NH1536.and adjusted by the National Geodetic Survey in October 1999..
 NH1536
 NH1536
 NH1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1536
 NH1536.The geoid height was determined by GEOID03.
 NH1536
 NH1536;                    North         East     Units Scale Factor Converg.
 NH1536;SPC IL W     -   624,662.497   746,827.309   MT  0.99996815   +0 22 55.6
 NH1536;SPC IL W     - 2,049,413.54  2,450,215.93   sFT  0.99996815   +0 22 55.6
 NH1536;UTM  16      - 4,685,459.762   285,750.470   MT  1.00016483   -1 44 58.0
 NH1536
 NH1536                          SUPERSEDED SURVEY CONTROL
 NH1536
 NH1536  NAD 83(1997)-  42 17 30.92288(N)    089 35 55.79113(W) AD(       ) 4
 NH1536  NAD 83(1997)-  42 17 30.92284(N)    089 35 55.79300(W) AD(       ) 4
 NH1536  NAD 83(1986)-  42 17 30.92238(N)    089 35 55.79277(W) AD(       ) 4
 NH1536  NAD 27      -  42 17 30.85100(N)    089 35 55.37600(W) AD(       ) 3
 NH1536
 NH1536.Superseded values are not recommended for survey control.
 NH1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1536.See file dsdata.txt to determine how the superseded data were derived.
 NH1536
 NH1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8575085460(NAD 83)
 NH1536_MARKER: 63 = STACK
 NH1536
 NH1536  HISTORY     - Date     Condition        Report By
 NH1536  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1536  HISTORY     - 1954     GOOD             CGS
 NH1536  HISTORY     - 19960918 MARK NOT FOUND   USPSQD
 NH1536  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH1536
 NH1536                          STATION DESCRIPTION
 NH1536
 NH1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1536'THIS STATION IS THE STACK AT THE ARCADE MANUFACTURING COMPANY
 NH1536'IN THE CITY OF FREEPORT, ILLINOIS.  IT IS LOCATED ABOUT
 NH1536'70 FEET NORTH OF E. SHAWNEE STREET, AND ABOUT 30 FEET WEST
 NH1536'OF S. 13TH STREET, IN THE CENTER OF A GROUP OF FACTORY BUILDINGS.
 NH1536'IT WAS ERECTED IN 1900 AND IS QUITE PROMINENT.
 NH1536'
 NH1536'THE STACK SETS ON A YELLOW BRICK POWERHOUSE WHICH IS ABOUT
 NH1536'30 FEET HIGH.  IT IS A SLIM CONCRETE STRUCTURE ABOUT 8 FEET
 NH1536'IN DIAMETER AT THE BASE AND ABOUT 6 FEET IN DIAMETER AT
 NH1536'THE TOP.  IT IS ABOUT 150 FEET HIGH.
 NH1536
 NH1536                          STATION RECOVERY (1954)
 NH1536
 NH1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1536'LISTED PREVIOUSLY AS FREEPORT, ARCADE MFG. CO., STACK
 NH1536'
 NH1536'STATION WAS RECOVERED BY ANGLE MEASUREMENT AND VISITED.
 NH1536'IT IS IN GOOD CONDITION.  THE STACK IS ON PROPERTY OF AN ESTATE
 NH1536'WHICH HAS THE PLANT FOR SALE.  THE ORIGINAL DESCRIPTION IS
 NH1536'ADEQUATE WITH THE ABOVE CHANGES.
 NH1536
 NH1536                          STATION RECOVERY (1996)
 NH1536
 NH1536'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1536'MARK NOT FOUND.
 NH1536
 NH1536                          STATION RECOVERY (2001)
 NH1536
 NH1536'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1644 ***********************************************************************
 NH1644  DESIGNATION -  FREEPORT AZ MK
 NH1644  PID         -  NH1644
 NH1644  STATE/COUNTY-  IL/STEPHENSON
 NH1644  USGS QUAD   -  FORRESTON NORTH (1983)
 NH1644
 NH1644                         *CURRENT SURVEY CONTROL
 NH1644  ___________________________________________________________________
 NH1644* NAD 83(1997)-  42 14 51.64646(N)    089 34 34.47413(W)     ADJUSTED  
 NH1644* NAVD 88     -       256.6    (meters)     842.     (feet)  VERTCON   
 NH1644  ___________________________________________________________________
 NH1644  X           -      34,973.035 (meters)                     COMP
 NH1644  Y           -  -4,728,582.364 (meters)                     COMP
 NH1644  Z           -   4,266,159.028 (meters)                     COMP
 NH1644  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NH1644  ELLIP HEIGHT-         223.48  (meters)          (10/21/99) GPS OBS
 NH1644  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH1644
 NH1644  HORZ ORDER  -  FIRST
 NH1644  ELLP ORDER  -  FOURTH    CLASS I
 NH1644
 NH1644.This mark is at Albertus Airport (FEP)
 NH1644
 NH1644.The horizontal coordinates were established by GPS observations
 NH1644.and adjusted by the National Geodetic Survey in October 1999..
 NH1644
 NH1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1644
 NH1644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1644
 NH1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1644
 NH1644.The ellipsoidal height was determined by GPS observations
 NH1644.and is referenced to NAD 83.
 NH1644
 NH1644.The geoid height was determined by GEOID03.
 NH1644
 NH1644;                    North         East     Units Scale Factor Converg.
 NH1644;SPC IL W     -   619,760.934   748,724.132   MT  0.99997038   +0 23 49.1
 NH1644;SPC IL W     - 2,033,332.33  2,456,439.09   sFT  0.99997038   +0 23 49.1
 NH1644;UTM  16      - 4,680,490.118   287,464.078   MT  1.00015583   -1 43 57.9
 NH1644
 NH1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1644!SPC IL W     -   0.99996495  x   0.99997038  =   0.99993533
 NH1644!UTM  16      -   0.99996495  x   1.00015583  =   1.00012078
 NH1644
 NH1644:                Primary Azimuth Mark                     Grid Az
 NH1644:SPC IL W     -  FREEPORT                                 261 29 53.1
 NH1644:UTM  16      -  FREEPORT                                 263 37 40.1
 NH1644
 NH1644|---------------------------------------------------------------------|
 NH1644| PID    Reference Object                     Distance      Geod. Az  |
 NH1644|                                                           dddmmss.s |
 NH1644| NH1643 FREEPORT                            APPROX. 0.6 KM 2615342.2 |
 NH1644|---------------------------------------------------------------------|
 NH1644
 NH1644                          SUPERSEDED SURVEY CONTROL
 NH1644
 NH1644  NAD 83(1997)-  42 14 51.64646(N)    089 34 34.47413(W) AD(       ) 1
 NH1644  NAD 83(1986)-  42 14 51.64850(N)    089 34 34.47753(W) AD(       ) 1
 NH1644  NGVD 29 (06/25/91)  256.7    (m)          842.     (f) GPS OBS        
 NH1644
 NH1644.Superseded values are not recommended for survey control.
 NH1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1644.See file dsdata.txt to determine how the superseded data were derived.
 NH1644
 NH1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8746480490(NAD 83)
 NH1644_MARKER: I = METAL ROD
 NH1644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1644_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1644_STAMPING: FREEPORT AZ MK 1990
 NH1644_MARK LOGO: NGS   
 NH1644_PROJECTION: FLUSH
 NH1644_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 NH1644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NH1644+STABILITY: POSITION/ELEVATION WELL
 NH1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1644+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2001
 NH1644_ROD/PIPE-DEPTH: 7.9  meters
 NH1644_SLEEVE-DEPTH  : 1.0 meters
 NH1644
 NH1644  HISTORY     - Date     Condition        Report By
 NH1644  HISTORY     - 1990     MONUMENTED       NGS
 NH1644  HISTORY     - 19960817 GOOD             SECI
 NH1644  HISTORY     - 19960918 GOOD             USPSQD
 NH1644  HISTORY     - 20011219 GOOD             USPSQD
 NH1644
 NH1644                          STATION DESCRIPTION
 NH1644
 NH1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1644'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTH-SOUTHEAST OF FREEPORT,
 NH1644'AT THE ALBERTUS AIRPORT, AT THE JUNCTION OF A TAXI AND THE NORTHEAST
 NH1644'END OF RUNWAY 6-24, IN EAST CENTRAL SECTION 16, T 26 N, R 8 3.
 NH1644'OWNERSHIP--CITY OF FREEPORT, CITY HALL, FREEPORT. IL 61032. AIRPORT
 NH1644'MANAGER IS DARRELL JANSSEN, PHONE 815-232-3013.
 NH1644'TO REACH FROM THE JUNCTION OF US HIGHWAY 20 BUSINESS AND STATE HIGHWAY
 NH1644'26 IN FREEPORT, GO EAST ON HIGHWAY 20 BUSINESS THROUGH TOWN FOR 3.37
 NH1644'KM (2.09 MI) TO A CROSSROAD AT SOUTHEAST CORNER OF TOWN. TURN RIGHT,
 NH1644'SOUTH, ON ARMSTRONG ROAD (BECOMES BAILEYVILLE ROAD) FOR 2.64 KM
 NH1644'(1.64 MI) TO A PAVED CROSSROAD.  TURN LEFT, EAST, ON LAMM ROAD FOR
 NH1644'0.82 KM (0.51 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON
 NH1644'AIRPORT ROAD FOR 1.62 KM (1.01 MI) TO THE AIRPORT OFFICE ON THE
 NH1644'RIGHT.  BEAR LEFT, NORTHEAST, ON APRON FOR 0.11 KM (0.07 MI) TO A
 NH1644'TAXI ON THE RIGHT. TURN RIGHT, EAST, ON TAXI FOR 0.30 KM (0.19 MI) TO
 NH1644'A FORK.  BEAR LEFT, NORTHEAST, ON TAXI FOR 0.43 KM (0.27 MI) TO THE
 NH1644'RUNWAY AND THE STATION ON THE RIGHT.
 NH1644'THE STATION IS LOCATED 35.5 M (116.5 FT) NORTHEAST FROM THE FIRST
 NH1644'RUNWAY LIGHT SOUTHWEST OF THE TAXI JUNCTION, 24.2 M (79.4 FT)
 NH1644'NORTHWEST FROM THE CENTER OF THE RUNWAY, 8.0 M (26.2 FT) NORTH FROM
 NH1644'THE OUTBOARD ONE OF TWO TAXI LIGHTS, AND 17.8 M (58.4 FT) SOUTHEAST
 NH1644'FROM THE CENTER OF THE TAXI.
 NH1644'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NH1644
 NH1644                          STATION RECOVERY (1996)
 NH1644
 NH1644'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1644'RECOVERED AS DESCRIBED.
 NH1644
 NH1644                          STATION RECOVERY (1996)
 NH1644
 NH1644'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1644'RECOVERED IN GOOD CONDITION.
 NH1644
 NH1644                          STATION RECOVERY (2001)
 NH1644
 NH1644'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1534 ***********************************************************************
 NH1534  DESIGNATION -  FREEPORT FIRST PRESB CH SPIRE
 NH1534  PID         -  NH1534
 NH1534  STATE/COUNTY-  IL/STEPHENSON
 NH1534  USGS QUAD   -  FREEPORT EAST (1978)
 NH1534
 NH1534                         *CURRENT SURVEY CONTROL
 NH1534  ___________________________________________________________________
 NH1534* NAD 83(1997)-  42 17 49.99265(N)    089 37 24.26240(W)     ADJUSTED  
 NH1534* NAVD 88     -                                                        
 NH1534  ___________________________________________________________________
 NH1534  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NH1534  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH1534
 NH1534  HORZ ORDER  -  THIRD
 NH1534
 NH1534.The horizontal coordinates were established by classical geodetic methods
 NH1534.and adjusted by the National Geodetic Survey in October 1999..
 NH1534
 NH1534
 NH1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1534
 NH1534.The geoid height was determined by GEOID03.
 NH1534
 NH1534;                    North         East     Units Scale Factor Converg.
 NH1534;SPC IL W     -   625,237.645   744,796.911   MT  0.99996586   +0 21 56.2
 NH1534;SPC IL W     - 2,051,300.51  2,443,554.53   sFT  0.99996586   +0 21 56.2
 NH1534;UTM  16      - 4,686,110.166   283,742.462   MT  1.00017546   -1 45 58.2
 NH1534
 NH1534                          SUPERSEDED SURVEY CONTROL
 NH1534
 NH1534  NAD 83(1997)-  42 17 49.99266(N)    089 37 24.26239(W) AD(       ) 4
 NH1534  NAD 83(1997)-  42 17 49.99274(N)    089 37 24.26366(W) AD(       ) 4
 NH1534  NAD 83(1986)-  42 17 49.99233(N)    089 37 24.26354(W) AD(       ) 4
 NH1534  NAD 27      -  42 17 49.92300(N)    089 37 23.84600(W) AD(       ) 3
 NH1534
 NH1534.Superseded values are not recommended for survey control.
 NH1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1534.See file dsdata.txt to determine how the superseded data were derived.
 NH1534
 NH1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8374286110(NAD 83)
 NH1534_MARKER: 90 = CHURCH SPIRE
 NH1534
 NH1534  HISTORY     - Date     Condition        Report By
 NH1534  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1534  HISTORY     - 1954     GOOD             CGS
 NH1534  HISTORY     - 19960918 GOOD             USPSQD
 NH1534  HISTORY     - 20011219 GOOD             USPSQD
 NH1534
 NH1534                          STATION DESCRIPTION
 NH1534
 NH1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1534'THIS STATION IS THE SPIRE ON THE FIRST PRESBYTERIAN CHURCH
 NH1534'IN THE CITY OF FREEPORT, ILLINOIS.  IT IS LOCATED ON THE
 NH1534'SOUTHEAST CORNER OF A STONE CHURCH, ABOUT 40 FEET WEST OF
 NH1534'THE CENTERLINE OF N. WALNUT AVENUE, AND ABOUT 45 FEET NORTH
 NH1534'OF THE CENTERLINE OF W. STEPHENSON AVENUE.  THE CHURCH WAS
 NH1534'ERECTED IN 1866 AND THE SPIRE IS PROBABLY THE MOST PROMINENT
 NH1534'OBJECT IN THE CITY.
 NH1534'
 NH1534'THE BASE OF THE SPIRE IS A SQUARE GREY STONE TOWER TAPERING
 NH1534'TO OCTAGONAL NEAR THE TOP.  THIS TOWER IS ABOUT 90 FEET
 NH1534'HIGH AND HAS AN ORNAMENTAL BAND AROUND THE TOP.  THE TALL
 NH1534'SLIM GREY SHINGLED SPIRE IS ABOUT 80 FEET HIGH AND HAS NARROW
 NH1534'GABLED OPENINGS ON THE NORTH, EAST, SOUTH, AND WEST SIDES
 NH1534'AT THE BASE.  THERE IS A BALL AT THE APEX.  THE TOTAL HEIGHT
 NH1534'IS ABOUT 170 FEET.
 NH1534
 NH1534                          STATION RECOVERY (1954)
 NH1534
 NH1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1534'STATION WAS RECOVERED BY ANGLE MEASUREMENT AND VISITED.
 NH1534'IT IS IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NH1534
 NH1534                          STATION RECOVERY (1996)
 NH1534
 NH1534'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1534'RECOVERED IN GOOD CONDITION.
 NH1534
 NH1534                          STATION RECOVERY (2001)
 NH1534
 NH1534'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1528 ***********************************************************************
 NH1528  DESIGNATION -  FREEPORT ILL CEN RR SHOPS STK
 NH1528  PID         -  NH1528
 NH1528  STATE/COUNTY-  IL/STEPHENSON
 NH1528  USGS QUAD   -  FREEPORT EAST (1978)
 NH1528
 NH1528                         *CURRENT SURVEY CONTROL
 NH1528  ___________________________________________________________________
 NH1528* NAD 83(1997)-  42 17 42.50272(N)    089 36 19.00595(W)     ADJUSTED  
 NH1528* NAVD 88     -                                                        
 NH1528  ___________________________________________________________________
 NH1528  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 NH1528  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH1528
 NH1528  HORZ ORDER  -  THIRD
 NH1528
 NH1528.The horizontal coordinates were established by classical geodetic methods
 NH1528.and adjusted by the National Geodetic Survey in October 1999..
 NH1528
 NH1528
 NH1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1528
 NH1528.The geoid height was determined by GEOID03.
 NH1528
 NH1528;                    North         East     Units Scale Factor Converg.
 NH1528;SPC IL W     -   625,016.251   746,293.163   MT  0.99996754   +0 22 40.1
 NH1528;SPC IL W     - 2,050,574.15  2,448,463.49   sFT  0.99996754   +0 22 40.1
 NH1528;UTM  16      - 4,685,833.212   285,229.748   MT  1.00016757   -1 45 14.0
 NH1528
 NH1528                          SUPERSEDED SURVEY CONTROL
 NH1528
 NH1528  NAD 83(1997)-  42 17 42.50273(N)    089 36 19.00593(W) AD(       ) 4
 NH1528  NAD 83(1997)-  42 17 42.50263(N)    089 36 19.00749(W) AD(       ) 4
 NH1528  NAD 83(1986)-  42 17 42.50221(N)    089 36 19.00741(W) AD(       ) 4
 NH1528  NAD 27      -  42 17 42.43100(N)    089 36 18.59000(W) AD(       ) 3
 NH1528
 NH1528.Superseded values are not recommended for survey control.
 NH1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1528.See file dsdata.txt to determine how the superseded data were derived.
 NH1528
 NH1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8523085833(NAD 83)
 NH1528_MARKER: 63 = STACK
 NH1528
 NH1528  HISTORY     - Date     Condition        Report By
 NH1528  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1528  HISTORY     - 1954     GOOD             CGS
 NH1528  HISTORY     - 19960918 MARK NOT FOUND   USPSQD
 NH1528  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH1528
 NH1528                          STATION DESCRIPTION
 NH1528
 NH1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1528'THIS STATION IS THE STACK AT THE ILLINOIS CENTRAL RAILROAD
 NH1528'SHOPS, IN THE CITY OF FREEPORT, ILLINOIS.  IT IS LOCATED
 NH1528'AT THE SOUTH END OF THE BOILER HOUSE, ABOUT 320 FEET WEST
 NH1528'OF S. HANCOCK AVENUE AND ABOUT 0.55 MILE SOUTH OF E.
 NH1528'STEPHENSON AVENUE.  THE STACK WAS ERECTED IN 1909 AND IS
 NH1528'VERY PROMINENT.
 NH1528'
 NH1528'THE STACK IS A TALL CONCRETE STRUCTURE ABOUT 12 FEET IN
 NH1528'DIAMETER AT THE BASE, ABOUT 8 FEET IN DIAMETER AT THE TOP,
 NH1528'AND ABOUT 190 FEET HIGH.
 NH1528
 NH1528                          STATION RECOVERY (1954)
 NH1528
 NH1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1528'STATION WAS RECOVERED BY ANGLE DIRECTION AND VISITED.  IT
 NH1528'IS IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NH1528
 NH1528                          STATION RECOVERY (1996)
 NH1528
 NH1528'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1528'MARK NOT FOUND.
 NH1528
 NH1528                          STATION RECOVERY (2001)
 NH1528
 NH1528'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1528'NO STACK AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1541 ***********************************************************************
 NH1541  DESIGNATION -  FREEPORT MUNICIPAL TANK
 NH1541  PID         -  NH1541
 NH1541  STATE/COUNTY-  IL/STEPHENSON
 NH1541  USGS QUAD   -  FREEPORT WEST (1978)
 NH1541
 NH1541                         *CURRENT SURVEY CONTROL
 NH1541  ___________________________________________________________________
 NH1541* NAD 83(1997)-  42 17 42.74142(N)    089 38 13.19039(W)     ADJUSTED  
 NH1541* NAVD 88     -                                                        
 NH1541  ___________________________________________________________________
 NH1541  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NH1541  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH1541
 NH1541  HORZ ORDER  -  THIRD
 NH1541
 NH1541.The horizontal coordinates were established by classical geodetic methods
 NH1541.and adjusted by the National Geodetic Survey in October 1999..
 NH1541
 NH1541
 NH1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1541
 NH1541.The geoid height was determined by GEOID03.
 NH1541
 NH1541;                    North         East     Units Scale Factor Converg.
 NH1541;SPC IL W     -   625,006.856   743,677.586   MT  0.99996464   +0 21 23.2
 NH1541;SPC IL W     - 2,050,543.33  2,439,882.21   sFT  0.99996464   +0 21 23.2
 NH1541;UTM  16      - 4,685,921.133   282,615.086   MT  1.00018148   -1 46 30.9
 NH1541
 NH1541                          SUPERSEDED SURVEY CONTROL
 NH1541
 NH1541  NAD 83(1997)-  42 17 42.74143(N)    089 38 13.19039(W) AD(       ) 4
 NH1541  NAD 83(1997)-  42 17 42.74144(N)    089 38 13.19122(W) AD(       ) 4
 NH1541  NAD 83(1986)-  42 17 42.74128(N)    089 38 13.19098(W) AD(       ) 4
 NH1541  NAD 27      -  42 17 42.67000(N)    089 38 12.77100(W) AD(       ) 3
 NH1541
 NH1541.Superseded values are not recommended for survey control.
 NH1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1541.See file dsdata.txt to determine how the superseded data were derived.
 NH1541
 NH1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8261585921(NAD 83)
 NH1541_MARKER: 53 = ELEVATED TANK
 NH1541
 NH1541  HISTORY     - Date     Condition        Report By
 NH1541  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1541  HISTORY     - 1954     GOOD             CGS
 NH1541  HISTORY     - 19960918 MARK NOT FOUND   USPSQD
 NH1541  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH1541
 NH1541                          STATION DESCRIPTION
 NH1541
 NH1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1541'THIS STATION IS THE TALL, SLIM, SILVER MUNICIPAL TANK IN
 NH1541'THE CITY OF FREEPORT, ILLINOIS.  IT IS LOCATED ABOUT 45
 NH1541'FEET WEST OF THE CENTERLINE OF S. WHISTLER AVENUE, AND ABOUT
 NH1541'255 FEET NORTH OF THE CENTERLINE OF W. LINCOLN AVENUE.  THE
 NH1541'TANK WAS ERECTED IN 1923 AND IS EXCEPTIONALLY PROMINENT.
 NH1541'
 NH1541'THE TANK HAS FOUR SILVER TRUSSWORK LEGS ABOUT 120 FEET HIGH.
 NH1541'THE OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE SILVER
 NH1541'VERTICAL SECTION IS ABOUT 50 FEET HIGH AND HAS A CATWALK
 NH1541'AND RAIL AROUND ITS BASE.  THE FLAT CONICAL ROOF HAS A BALL
 NH1541'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 175 FEET.
 NH1541
 NH1541                          STATION RECOVERY (1954)
 NH1541
 NH1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1541'STATION WAS RECOVERED BY ANGLE MEASUREMENT AND VISITED.
 NH1541'IT IS IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 NH1541'WITH THE FOLLOWING CHANGES.  THE HEIGHT OF THE LEGS ARE
 NH1541'ABOUT 100 FEET, THE OVAL SECTION OF THE TANK EXTENDS DOWNWARD
 NH1541'ABOUT 10 FEET, THE VERTICAL SECTION IS ABOUT 35 FEET.  THE
 NH1541'TOTAL HEIGHT IS ABOUT 135 FEET.
 NH1541
 NH1541                          STATION RECOVERY (1996)
 NH1541
 NH1541'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1541'MARK NOT FOUND.
 NH1541
 NH1541                          STATION RECOVERY (2001)
 NH1541
 NH1541'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1538 ***********************************************************************
 NH1538  DESIGNATION -  FREEPORT N ILL UTIL CO RAD MST
 NH1538  PID         -  NH1538
 NH1538  STATE/COUNTY-  IL/STEPHENSON
 NH1538  USGS QUAD   -  FREEPORT WEST (1978)
 NH1538
 NH1538                         *CURRENT SURVEY CONTROL
 NH1538  ___________________________________________________________________
 NH1538* NAD 83(1997)-  42 16 57.05289(N)    089 38 11.53112(W)     ADJUSTED  
 NH1538* NAVD 88     -                                                        
 NH1538  ___________________________________________________________________
 NH1538  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 NH1538  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NH1538
 NH1538  HORZ ORDER  -  THIRD
 NH1538
 NH1538.The horizontal coordinates were established by classical geodetic methods
 NH1538.and adjusted by the National Geodetic Survey in October 1999..
 NH1538
 NH1538
 NH1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1538
 NH1538.The geoid height was determined by GEOID03.
 NH1538
 NH1538;                    North         East     Units Scale Factor Converg.
 NH1538;SPC IL W     -   623,597.439   743,724.370   MT  0.99996469   +0 21 24.0
 NH1538;SPC IL W     - 2,045,919.26  2,440,035.70   sFT  0.99996469   +0 21 24.0
 NH1538;UTM  16      - 4,684,510.645   282,609.417   MT  1.00018151   -1 46 28.3
 NH1538
 NH1538                          SUPERSEDED SURVEY CONTROL
 NH1538
 NH1538  NAD 83(1997)-  42 16 57.05290(N)    089 38 11.53116(W) AD(       ) 4
 NH1538  NAD 83(1997)-  42 16 57.05288(N)    089 38 11.53282(W) AD(       ) 4
 NH1538  NAD 83(1986)-  42 16 57.05193(N)    089 38 11.53185(W) AD(       ) 4
 NH1538  NAD 27      -  42 16 56.97800(N)    089 38 11.11400(W) AD(       ) 3
 NH1538
 NH1538.Superseded values are not recommended for survey control.
 NH1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1538.See file dsdata.txt to determine how the superseded data were derived.
 NH1538
 NH1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8260984511(NAD 83)
 NH1538_MARKER: 42 = RADIO/TV MAST
 NH1538
 NH1538  HISTORY     - Date     Condition        Report By
 NH1538  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1538  HISTORY     - 19960918 MARK NOT FOUND   USPSQD
 NH1538  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH1538
 NH1538                          STATION DESCRIPTION
 NH1538
 NH1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1538'STATION IS THE RED LIGHT AT THE CENTER OF THE TOP OF THE
 NH1538'NORTHERN ILLINOIS UTILITIES CO. MAST LOCATED ON A HIGH HILL
 NH1538'IN THE SOUTHWEST SECTION OF FREEPORT, 0.15 MILE SOUTH OF
 NH1538'CLEVELAND AVE., 100 FEET EAST OF SOUTH BURCHARD ST. AND
 NH1538'ABOUT 50 FEET NORTHEAST OF THE MUNICIPAL STANDPIPE.  IT
 NH1538'IS A 4 LEGGED, TAPERED, STEEL MAST, PAINTED IN ALTERNATE
 NH1538'SECTIONS OF ORANGE AND WHITE AND IS ABOUT 110 FEET HIGH.
 NH1538
 NH1538                          STATION RECOVERY (1996)
 NH1538
 NH1538'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1538'MARK NOT FOUND.
 NH1538
 NH1538                          STATION RECOVERY (2001)
 NH1538
 NH1538'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1530 ***********************************************************************
 NH1530  DESIGNATION -  FREEPORT RAD STA WFRL MAST
 NH1530  PID         -  NH1530
 NH1530  STATE/COUNTY-  IL/STEPHENSON
 NH1530  USGS QUAD   -  FREEPORT EAST (1978)
 NH1530
 NH1530                         *CURRENT SURVEY CONTROL
 NH1530  ___________________________________________________________________
 NH1530* NAD 83(1997)-  42 18 46.29381(N)    089 35 36.05175(W)     ADJUSTED  
 NH1530* NAVD 88     -                                                        
 NH1530  ___________________________________________________________________
 NH1530  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 NH1530  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NH1530
 NH1530  HORZ ORDER  -  THIRD
 NH1530
 NH1530.The horizontal coordinates were established by classical geodetic methods
 NH1530.and adjusted by the National Geodetic Survey in October 1999..
 NH1530
 NH1530
 NH1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1530
 NH1530.The geoid height was determined by GEOID03.
 NH1530
 NH1530;                    North         East     Units Scale Factor Converg.
 NH1530;SPC IL W     -   626,990.996   747,263.825   MT  0.99996865   +0 23 09.4
 NH1530;SPC IL W     - 2,057,052.96  2,451,648.07   sFT  0.99996865   +0 23 09.4
 NH1530;UTM  16      - 4,687,770.861   286,273.409   MT  1.00016207   -1 44 47.2
 NH1530
 NH1530                          SUPERSEDED SURVEY CONTROL
 NH1530
 NH1530  NAD 83(1997)-  42 18 46.29380(N)    089 35 36.05180(W) AD(       ) 4
 NH1530  NAD 83(1997)-  42 18 46.29251(N)    089 35 36.05287(W) AD(       ) 4
 NH1530  NAD 83(1986)-  42 18 46.29163(N)    089 35 36.05250(W) AD(       ) 4
 NH1530  NAD 27      -  42 18 46.22000(N)    089 35 35.63300(W) AD(       ) 3
 NH1530
 NH1530.Superseded values are not recommended for survey control.
 NH1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1530.See file dsdata.txt to determine how the superseded data were derived.
 NH1530
 NH1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8627387771(NAD 83)
 NH1530_MARKER: 42 = RADIO/TV MAST
 NH1530
 NH1530  HISTORY     - Date     Condition        Report By
 NH1530  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1530  HISTORY     - 19960918 GOOD             USPSQD
 NH1530  HISTORY     - 20011219 GOOD             USPSQD
 NH1530
 NH1530                          STATION DESCRIPTION
 NH1530
 NH1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1530'STATION IS THE FLASHING RED LIGHT ATOP THE WFRL RADIO STATION
 NH1530'MAST, WHICH IS LOCATED ABOUT 1-3/4 MILE NORTHEAST OF THE
 NH1530'CENTER OF FREEPORT, 1/2 MILE NORTH OF STATE HIGHWAY 75 AND ABOUT
 NH1530'150 FEET WEST OF A GRAVEL ROAD.  IT IS A UNIFORM CROSS SECTION,
 NH1530'GUYED MAST, 206 FEET HIGH AND IS PAINTED IN ALTERNATE SECTIONS
 NH1530'OF ORANGE AND WHITE.
 NH1530
 NH1530                          STATION RECOVERY (1996)
 NH1530
 NH1530'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1530'RECOVERED IN GOOD CONDITION.
 NH1530
 NH1530                          STATION RECOVERY (2001)
 NH1530
 NH1530'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1537 ***********************************************************************
 NH1537  DESIGNATION -  FREEPORT ST JOHNS EVANG CH
 NH1537  PID         -  NH1537
 NH1537  STATE/COUNTY-  IL/STEPHENSON
 NH1537  USGS QUAD   -  FREEPORT EAST (1978)
 NH1537
 NH1537                         *CURRENT SURVEY CONTROL
 NH1537  ___________________________________________________________________
 NH1537* NAD 83(1997)-  42 17 29.16477(N)    089 36 59.73435(W)     ADJUSTED  
 NH1537* NAVD 88     -                                                        
 NH1537  ___________________________________________________________________
 NH1537  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 NH1537  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH1537
 NH1537  HORZ ORDER  -  THIRD
 NH1537
 NH1537.The horizontal coordinates were established by classical geodetic methods
 NH1537.and adjusted by the National Geodetic Survey in October 1999..
 NH1537
 NH1537
 NH1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1537
 NH1537.The geoid height was determined by GEOID03.
 NH1537
 NH1537;                    North         East     Units Scale Factor Converg.
 NH1537;SPC IL W     -   624,598.637   745,362.889   MT  0.99996649   +0 22 12.5
 NH1537;SPC IL W     - 2,049,204.03  2,445,411.41   sFT  0.99996649   +0 22 12.5
 NH1537;UTM  16      - 4,685,450.412   284,284.392   MT  1.00017258   -1 45 41.0
 NH1537
 NH1537                          SUPERSEDED SURVEY CONTROL
 NH1537
 NH1537  NAD 83(1997)-  42 17 29.16478(N)    089 36 59.73433(W) AD(       ) 4
 NH1537  NAD 83(1997)-  42 17 29.16485(N)    089 36 59.73574(W) AD(       ) 4
 NH1537  NAD 83(1986)-  42 17 29.16452(N)    089 36 59.73570(W) AD(       ) 4
 NH1537  NAD 27      -  42 17 29.09300(N)    089 36 59.31800(W) AD(       ) 3
 NH1537
 NH1537.Superseded values are not recommended for survey control.
 NH1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1537.See file dsdata.txt to determine how the superseded data were derived.
 NH1537
 NH1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8428485450(NAD 83)
 NH1537_MARKER: 90 = CHURCH SPIRE
 NH1537
 NH1537  HISTORY     - Date     Condition        Report By
 NH1537  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1537  HISTORY     - 1954     GOOD             CGS
 NH1537  HISTORY     - 19960918 MARK NOT FOUND   USPSQD
 NH1537  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH1537
 NH1537                          STATION DESCRIPTION
 NH1537
 NH1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1537'THIS STATION IS THE SPIRE ON THE ST. JOHNS EVANGELICAL CHURCH
 NH1537'IN THE CITY OF FREEPORT, ILLINOIS.  IT IS LOCATED IN THE
 NH1537'NORTHWEST CORNER OF THE SHARP INTERSECTION OF STREETS, ABOUT
 NH1537'40 FEET NORTH NORTHEAST OF THE CENTERLINE OF S. GALENA AVENUE,
 NH1537'AND ABOUT 40 FEET WEST NORTHWEST OF THE CENTERLINE OF S.
 NH1537'CHICAGO AVENUE.  THE CHURCH WAS ERECTED IN 1897 AND THE
 NH1537'SPIRE IS VERY PROMINENT.
 NH1537'
 NH1537'THE BASE OF THE SPIRE IS A SQUARE STONE TOWER ON THE SOUTHEAST
 NH1537'END OF THE CHURCH.  THIS TOWER IS ABOUT 70 FEET HIGH, HAS
 NH1537'HEAVY BUTTRESSES AT THE CORNERS AND AN ARCHED RAILED OPENING
 NH1537'AT THE TOP ON EACH SIDE AND GREEN POINTED TURRETS AT THE
 NH1537'CORNERS.  THE OCTAGONAL SPIRE IS ABOUT 50 FEET HIGH AND IS
 NH1537'GREY SHINGLED WITH RED SHINGLED BANDS.  IT HAS A GREEN PLATE
 NH1537'AND A 6-FOOT GOLD CROSS AT THE APEX.  THE TOTAL HEIGHT IS
 NH1537'ABOUT 130 FEET.
 NH1537
 NH1537                          STATION RECOVERY (1954)
 NH1537
 NH1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1537'STATION WAS RECOVERED BY ANGLE MEASUREMENT AND VISITED.
 NH1537'IT IS IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NH1537
 NH1537                          STATION RECOVERY (1996)
 NH1537
 NH1537'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1537'MARK NOT FOUND.
 NH1537
 NH1537                          STATION RECOVERY (2001)
 NH1537
 NH1537'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1531 ***********************************************************************
 NH1531  DESIGNATION -  FREEPORT ST JOSEPHS CH SPIRE
 NH1531  PID         -  NH1531
 NH1531  STATE/COUNTY-  IL/STEPHENSON
 NH1531  USGS QUAD   -  FREEPORT EAST (1978)
 NH1531
 NH1531                         *CURRENT SURVEY CONTROL
 NH1531  ___________________________________________________________________
 NH1531* NAD 83(1997)-  42 17 38.81298(N)    089 37 12.73934(W)     ADJUSTED  
 NH1531* NAVD 88     -                                                        
 NH1531  ___________________________________________________________________
 NH1531  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NH1531  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH1531
 NH1531  HORZ ORDER  -  THIRD
 NH1531
 NH1531.The horizontal coordinates were established by classical geodetic methods
 NH1531.and adjusted by the National Geodetic Survey in October 1999..
 NH1531
 NH1531
 NH1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1531
 NH1531.The geoid height was determined by GEOID03.
 NH1531
 NH1531;                    North         East     Units Scale Factor Converg.
 NH1531;SPC IL W     -   624,894.401   745,063.066   MT  0.99996615   +0 22 03.9
 NH1531;SPC IL W     - 2,050,174.38  2,444,427.74   sFT  0.99996615   +0 22 03.9
 NH1531;UTM  16      - 4,685,757.186   283,995.718   MT  1.00017412   -1 45 50.1
 NH1531
 NH1531                          SUPERSEDED SURVEY CONTROL
 NH1531
 NH1531  NAD 83(1997)-  42 17 38.81299(N)    089 37 12.73933(W) AD(       ) 4
 NH1531  NAD 83(1997)-  42 17 38.81298(N)    089 37 12.74043(W) AD(       ) 4
 NH1531  NAD 83(1986)-  42 17 38.81265(N)    089 37 12.74041(W) AD(       ) 4
 NH1531  NAD 27      -  42 17 38.74400(N)    089 37 12.32700(W) AD(       ) 3
 NH1531
 NH1531.Superseded values are not recommended for survey control.
 NH1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1531.See file dsdata.txt to determine how the superseded data were derived.
 NH1531
 NH1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8399685757(NAD 83)
 NH1531_MARKER: 90 = CHURCH SPIRE
 NH1531
 NH1531  HISTORY     - Date     Condition        Report By
 NH1531  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1531  HISTORY     - 1954     GOOD             CGS
 NH1531  HISTORY     - 19960918 GOOD             USPSQD
 NH1531  HISTORY     - 20011219 GOOD             USPSQD
 NH1531
 NH1531                          STATION DESCRIPTION
 NH1531
 NH1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1531'THIS STATION IS THE SPIRE ON ST. JOSEPHS CHURCH, IN THE CITY
 NH1531'OF FREEPORT, ILLINOIS.  IT IS LOCATED ABOUT 160 FEET WEST
 NH1531'OF THE CENTERLINE OF S. GALENA AVENUE, AND ABOUT 35 FEET
 NH1531'SOUTH OF THE CENTERLINE OF W. WASHINGTON AVENUE.  THE CHURCH
 NH1531'WAS ERECTED IN 1872 AND THE SPIRE IS VERY PROMINENT.
 NH1531'
 NH1531'THE BASE OF THE SPIRE IS A SQUARE GREY STONE TOWER AT THE
 NH1531'NORTH END OF THE CHURCH.  THIS SECTION IS ABOUT 90 FEET
 NH1531'HIGH, HAS HEAVY BUTTRESSES AT THE CORNERS AND TWO TALL SLIM
 NH1531'GOTHIC LOUVERED WINDOWS AT THE TOP WITH A CLOCK DIAL ABOVE THE
 NH1531'WINDOWS AND A GABLE OVER EACH CLOCK DIAL.  THE SLIM GREY
 NH1531'OCTAGONAL SPIRE IS ABOUT 50 FEET HIGH AND HAS A 5-FOOT GOLD
 NH1531'CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 145 FEET.
 NH1531
 NH1531                          STATION RECOVERY (1954)
 NH1531
 NH1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1531'STATION WAS RECOVERED BY ANGLE MEASURMENT AND VISITED.  IT
 NH1531'IS IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NH1531
 NH1531                          STATION RECOVERY (1996)
 NH1531
 NH1531'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1531'RECOVERED IN GOOD CONDITION.
 NH1531
 NH1531                          STATION RECOVERY (2001)
 NH1531
 NH1531'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1532 ***********************************************************************
 NH1532  DESIGNATION -  FREEPORT ST VIN ORPHANAGE STK
 NH1532  PID         -  NH1532
 NH1532  STATE/COUNTY-  IL/STEPHENSON
 NH1532  USGS QUAD   -  FREEPORT EAST (1978)
 NH1532
 NH1532                         *CURRENT SURVEY CONTROL
 NH1532  ___________________________________________________________________
 NH1532* NAD 83(1997)-  42 17 02.36958(N)    089 36 22.56614(W)     ADJUSTED  
 NH1532* NAVD 88     -                                                        
 NH1532  ___________________________________________________________________
 NH1532  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 NH1532  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NH1532
 NH1532  HORZ ORDER  -  THIRD
 NH1532
 NH1532.The horizontal coordinates were established by classical geodetic methods
 NH1532.and adjusted by the National Geodetic Survey in October 1999..
 NH1532
 NH1532
 NH1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1532
 NH1532.The geoid height was determined by GEOID03.
 NH1532
 NH1532;                    North         East     Units Scale Factor Converg.
 NH1532;SPC IL W     -   623,777.462   746,219.762   MT  0.99996745   +0 22 37.4
 NH1532;SPC IL W     - 2,046,509.89  2,448,222.67   sFT  0.99996745   +0 22 37.4
 NH1532;UTM  16      - 4,684,597.763   285,110.300   MT  1.00016821   -1 45 15.1
 NH1532
 NH1532                          SUPERSEDED SURVEY CONTROL
 NH1532
 NH1532  NAD 83(1997)-  42 17 02.36959(N)    089 36 22.56612(W) AD(       ) 4
 NH1532  NAD 83(1997)-  42 17 02.36962(N)    089 36 22.56777(W) AD(       ) 4
 NH1532  NAD 83(1986)-  42 17 02.36933(N)    089 36 22.56770(W) AD(       ) 4
 NH1532  NAD 27      -  42 17 02.29600(N)    089 36 22.15100(W) AD(       ) 3
 NH1532
 NH1532.Superseded values are not recommended for survey control.
 NH1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1532.See file dsdata.txt to determine how the superseded data were derived.
 NH1532
 NH1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8511084598(NAD 83)
 NH1532_MARKER: 63 = STACK
 NH1532
 NH1532  HISTORY     - Date     Condition        Report By
 NH1532  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1532  HISTORY     - 1954     GOOD             CGS
 NH1532  HISTORY     - 19960918 GOOD             USPSQD
 NH1532  HISTORY     - 20011219 GOOD             USPSQD
 NH1532
 NH1532                          STATION DESCRIPTION
 NH1532
 NH1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1532'THIS STATION IS THE STACK AT THE POWERHOUSE OF THE ST. VINCENTS
 NH1532'ORPHANAGE, IN THE SOUTHEASTERN PART OF THE CITY OF FREEPORT,
 NH1532'ILLINOIS.  IT IS LOCATED ON THE SOUTHEAST CORNER OF THE POWERHOUSE
 NH1532'AT THE SOUTHEAST CORNER OF THE GROUNDS, ABOUT 50 FEET WEST
 NH1532'OF THE CENTERLINE OF S. BIDWELL AVENUE, AND ABOUT 310 FEET
 NH1532'SOUTH OF THE CENTERLINE OF S. GALENA AVENUE.  THE STACK
 NH1532'WAS ERECTED IN 1931.  IT IS VERY PROMINENT.
 NH1532'
 NH1532'THE STACK IS A YELLOW TILE STRUCTURE ABOUT 12 FEET IN DIAMETER
 NH1532'AT THE BASE, AND ABOUT 8 FEET IN DIAMETER AT THE TOP.  IT
 NH1532'IS ABOUT 125 FEET HIGH.
 NH1532
 NH1532                          STATION RECOVERY (1954)
 NH1532
 NH1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1532'STATION WAS RECOVERED BY ANGLE MEASUREMENT AND VISITED.
 NH1532'IT IS IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NH1532
 NH1532                          STATION RECOVERY (1996)
 NH1532
 NH1532'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1532'RECOVERED IN GOOD CONDITION.
 NH1532
 NH1532                          STATION RECOVERY (2001)
 NH1532
 NH1532'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1532'STACK ABOUT 1/2 THE DESCRIBED HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1529 ***********************************************************************
 NH1529  DESIGNATION -  FREEPORT STOVER MFG CO STACK
 NH1529  PID         -  NH1529
 NH1529  STATE/COUNTY-  IL/STEPHENSON
 NH1529  USGS QUAD   -  FREEPORT EAST (1978)
 NH1529
 NH1529                         *CURRENT SURVEY CONTROL
 NH1529  ___________________________________________________________________
 NH1529* NAD 83(1997)-  42 18 20.29145(N)    089 36 40.45294(W)     ADJUSTED  
 NH1529* NAVD 88     -                                                        
 NH1529  ___________________________________________________________________
 NH1529  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 NH1529  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NH1529
 NH1529  HORZ ORDER  -  THIRD
 NH1529
 NH1529.The horizontal coordinates were established by classical geodetic methods
 NH1529.and adjusted by the National Geodetic Survey in October 1999..
 NH1529
 NH1529
 NH1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1529
 NH1529.The geoid height was determined by GEOID03.
 NH1529
 NH1529;                    North         East     Units Scale Factor Converg.
 NH1529;SPC IL W     -   626,178.948   745,794.287   MT  0.99996697   +0 22 25.9
 NH1529;SPC IL W     - 2,054,388.77  2,446,826.76   sFT  0.99996697   +0 22 25.9
 NH1529;UTM  16      - 4,687,013.901   284,774.378   MT  1.00016998   -1 45 29.7
 NH1529
 NH1529                          SUPERSEDED SURVEY CONTROL
 NH1529
 NH1529  NAD 83(1997)-  42 18 20.29147(N)    089 36 40.45293(W) AD(       ) 4
 NH1529  NAD 83(1997)-  42 18 20.29124(N)    089 36 40.45424(W) AD(       ) 4
 NH1529  NAD 83(1986)-  42 18 20.29072(N)    089 36 40.45405(W) AD(       ) 4
 NH1529  NAD 27      -  42 18 20.22100(N)    089 36 40.03600(W) AD(       ) 3
 NH1529
 NH1529.Superseded values are not recommended for survey control.
 NH1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1529.See file dsdata.txt to determine how the superseded data were derived.
 NH1529
 NH1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8477487014(NAD 83)
 NH1529_MARKER: 63 = STACK
 NH1529
 NH1529  HISTORY     - Date     Condition        Report By
 NH1529  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1529  HISTORY     - 1954     GOOD             CGS
 NH1529  HISTORY     - 19960918 MARK NOT FOUND   USPSQD
 NH1529  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH1529
 NH1529                          STATION DESCRIPTION
 NH1529
 NH1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1529'THIS STATION IS THE STACK AT THE STOVER MANUFACTURING COMPANY,
 NH1529'IN THE NORTHEASTERN PART OF THE CITY OF FREEPORT, ILLINOIS.
 NH1529'IT IS LOCATED ABOUT 0.3 MILE NORTH OF E. STEPHENSON AVENUE,
 NH1529'AND ABOUT 85 FEET EAST OF THE CENTERLINE OF N. HENDERSON
 NH1529'AVENUE.  THE STACK WAS ERECTED IN 1899 AND HAS BEEN ADDED
 NH1529'TO TWICE SINCE, ONCE IN 1907 AND THE SECOND TIME IN 1923.
 NH1529'THE STACK IS QUITE PROMINENT.
 NH1529'
 NH1529'THE STACK IS BETWEEN THE TWO MOST NORTHERLY BUILDINGS.  IT
 NH1529'IS A BRICK STRUCTURE, THE LOWER HALF IS BLACK, THEN THERE
 NH1529'IS A SECTION THAT IS LIGHTER AND THE TOP IS MADE OF NEW RED
 NH1529'BRICK.  IT IS ABOUT 12 FEET IN DIAMETER AT THE BASE AND ABOUT
 NH1529'8 FEET IN DIAMETER AT THE TOP.  IT HAS A COLLAR AROUND THE
 NH1529'TOP AND IS ABOUT 175 FEET HIGH.  THE STACK IS NEAR TWO SMALL
 NH1529'RED TANKS.
 NH1529
 NH1529                          STATION RECOVERY (1954)
 NH1529
 NH1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1529'LISTED PREVIOUSLY AS STOVER MFG. CO., STACK
 NH1529'
 NH1529'STATION WAS RECOVERED BY ANGLE MEASUREMENT AND VISITED.
 NH1529'IT IS IN GOOD CONDITION.  THE STATION (STACK) IS NOW ON PROPERTY
 NH1529'OF FAIRBANKS MORSE AND CO.
 NH1529'
 NH1529'OLD DESCRIPTION IS ADEQUATE WITH FOLLOWING ADDITIONS, SMALL
 NH1529'RED TANKS ARE NO LONGER THERE, LOWER HALF OF STACK IS PAINTED
 NH1529'BLACK AND UPPER HALF IS RED BRICK THERE IS NO LIGHT COLOR
 NH1529'SEPERATING THE TWO.  IT IS LOCATED ABOUT 300 FEET NORTH OF
 NH1529'EAST PARK STREET.
 NH1529
 NH1529                          STATION RECOVERY (1996)
 NH1529
 NH1529'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1529'MARK NOT FOUND.
 NH1529
 NH1529                          STATION RECOVERY (2001)
 NH1529
 NH1529'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1529'NO STACK AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1622 ***********************************************************************
 JC1622  DESIGNATION -  FREES
 JC1622  PID         -  JC1622
 JC1622  STATE/COUNTY-  IL/MONROE
 JC1622  USGS QUAD   -  AMES (1970)
 JC1622
 JC1622                         *CURRENT SURVEY CONTROL
 JC1622  ___________________________________________________________________
 JC1622* NAD 83(1997)-  38 12 25.69339(N)    090 06 16.11726(W)     ADJUSTED  
 JC1622* NAVD 88     -       210.4    (meters)     690.     (feet)  VERTCON   
 JC1622  ___________________________________________________________________
 JC1622  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 JC1622  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 JC1622
 JC1622  HORZ ORDER  -  SECOND
 JC1622
 JC1622.The horizontal coordinates were established by classical geodetic methods
 JC1622.and adjusted by the National Geodetic Survey in October 1999..
 JC1622
 JC1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 JC1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JC1622
 JC1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1622
 JC1622.The geoid height was determined by GEOID03.
 JC1622
 JC1622;                    North         East     Units Scale Factor Converg.
 JC1622;SPC IL W     -   170,962.212   705,446.550   MT  0.99994154   +0 02 18.5
 JC1622;SPC IL W     -   560,898.52  2,314,452.56   sFT  0.99994154   +0 02 18.5
 JC1622;UTM  15      - 4,232,761.887   753,528.054   MT  1.00039169   +1 47 30.7
 JC1622
 JC1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1622!SPC IL W     -   0.99997169  x   0.99994154  =   0.99991324
 JC1622!UTM  15      -   0.99997169  x   1.00039169  =   1.00036337
 JC1622
 JC1622|---------------------------------------------------------------------|
 JC1622| PID    Reference Object                     Distance      Geod. Az  |
 JC1622|                                                           dddmmss.s |
 JC1622| CI3652 FREES RM 1                          113.609 METERS 03239     |
 JC1622| JB1925 BALDWIN ILL POWER PLANT STACK       APPROX.21.8 KM 0903124.5 |
 JC1622| CI3653 FREES RM 2                          123.795 METERS 33935     |
 JC1622| JC1615 BURKESVILLE BELL MICROWAVE          APPROX. 6.3 KM 3475737.2 |
 JC1622|---------------------------------------------------------------------|
 JC1622
 JC1622                          SUPERSEDED SURVEY CONTROL
 JC1622
 JC1622  NAD 83(1986)-  38 12 25.70420(N)    090 06 16.11075(W) AD(       ) 2
 JC1622  NAD 27      -  38 12 25.51665(N)    090 06 15.71110(W) AD(       ) 2
 JC1622  NGVD 29 (07/19/86)  210.6    (m)          691.     (f) VERT ANG       
 JC1622
 JC1622.Superseded values are not recommended for survey control.
 JC1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1622.See file dsdata.txt to determine how the superseded data were derived.
 JC1622
 JC1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5352832762(NAD 83)
 JC1622_MARKER: DS = TRIANGULATION STATION DISK
 JC1622_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JC1622+WITH SETTING: INFORMATION.
 JC1622_SP_SET: PREFABRICATED CONCRETE POST
 JC1622
 JC1622  HISTORY     - Date     Condition        Report By
 JC1622  HISTORY     - 1969     MONUMENTED       CGS
 JC1622
 JC1622                          STATION DESCRIPTION
 JC1622
 JC1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JFS)
 JC1622'STATION IS LOCATED 6.0 MI. W. OF RED BUD, IN THE NW. QUARTER
 JC1622'OF SEC. 9, T. 4 S., R. 9 W., ON LAND OWNED BY MR. ELMER
 JC1622'FREES, ON TOP OF A PROMINENT GRASSY KNOLL IN MR. FREES PASTURE.
 JC1622'
 JC1622'TO REACH THE STATION FROM THE POST OFFICE AT RED BUD, DRIVE
 JC1622'0.5 BLOCK N. OF STATE HWY. 3 TO JCT. WITH STATE HWYS. 154
 JC1622'AND 159, TURN LEFT AND DRIVE W. ON STATE HWY. 3 FOR 2.65 MI TO A
 JC1622'Y-JCT. OF A PAVED RD. (TO AMES), TURN LEFT AND DRIVE SW. AND
 JC1622'W. ON PAVED RD. FOR 0.5 MI TO JCT. WITH A BLACKTOP RD. LEADING
 JC1622'S., TURN LEFT AND DRIVE S. ON BLACKTOP FOR 0.05 MI TO JCT. OF A
 JC1622'GRAVEL RD. LEADING W., TURN RIGHT AND DRIVE W. ON GRAVEL RD.
 JC1622'FOR 3.15 MI TO JCT. OF DRIVE N. TO MR. FREES HOUSE, CONTINUE
 JC1622'W. ON GRAVEL RD. FOR 0.25 MI TO TOP OF RIDGE AND STATION
 JC1622'ON THE LEFT.
 JC1622'
 JC1622'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED
 JC1622'FREES 1969 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD,
 JC1622'DRIVEN IN GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JC1622'REFERENCE MARKS ARE FLUSH.  STATION MARK IS 12 IN. BELOW
 JC1622'GROUND.
 JC1622'
 JC1622'STATION MARK IS 294 FT S. OF CENTER OF THE GRAVEL RD., 348 FT
 JC1622'SE. OF JCT. OF A RD. LEADING INTO THE PASTURE, 318 FT ESE.
 JC1622'OF A FENCE AND 389 FT NE. OF A 30 IN. OAK TREE.
 JC1622'
 JC1622'REFERENCE MARK 1 IS 372.73 FT (113.609 M.) NNE. OF STATION,
 JC1622'25 FT SE. OF CENTER OF GRAVEL RD. AND 1 FT NW. OF FENCE
 JC1622'AND A METAL WITNESS POST.
 JC1622'
 JC1622'REFERENCE MARK 2 IS 406.15 FT (123.795 M.) NW. OF STATION,
 JC1622'19 FT SW. OF CENTER OF THE GRAVEL RD., 65 FT NW. OF JCT. OF RD.
 JC1622'LEADING INTO PASTURE, 1 FT NE. OF FENCE AND A METAL WITNESS
 JC1622'POST.  REFERENCE MARKS WERE NOT TAPED BETWEEN DUE TO
 JC1622'OBSTRUCTIONS.
 JC1622'
 JC1622'HEIGHT OF LIGHT ABOVE STATION 32.78 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0598 ***********************************************************************
 KC0598  DESIGNATION -  FREESMEYER
 KC0598  PID         -  KC0598
 KC0598  STATE/COUNTY-  IL/CALHOUN
 KC0598  USGS QUAD   -  PLEASANT DALE VALLEY (1993)
 KC0598
 KC0598                         *CURRENT SURVEY CONTROL
 KC0598  ___________________________________________________________________
 KC0598* NAD 83(1997)-  39 19 57.88318(N)    090 42 04.32881(W)     ADJUSTED  
 KC0598* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 KC0598  ___________________________________________________________________
 KC0598  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 KC0598  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KC0598
 KC0598  HORZ ORDER  -  FIRST
 KC0598
 KC0598.The horizontal coordinates were established by classical geodetic methods
 KC0598.and adjusted by the National Geodetic Survey in October 1999..
 KC0598
 KC0598.The orthometric height was scaled from a topographic map.
 KC0598
 KC0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0598
 KC0598.The geoid height was determined by GEOID03.
 KC0598
 KC0598;                    North         East     Units Scale Factor Converg.
 KC0598;SPC IL W     -   296,044.306   653,915.329   MT  0.99996732   -0 20 19.7
 KC0598;SPC IL W     -   971,272.03  2,145,387.21   sFT  0.99996732   -0 20 19.7
 KC0598;SPC MO E     -   388,388.575   232,653.635   MT  0.99993704   -0 07 39.1
 KC0598;UTM  15      - 4,356,222.739   698,131.776   MT  1.00008337   +1 27 27.0
 KC0598
 KC0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0598!SPC IL W     -   0.99996802  x   0.99996732  =   0.99993535
 KC0598!SPC MO E     -   0.99996802  x   0.99993704  =   0.99990507
 KC0598!UTM  15      -   0.99996802  x   1.00008337  =   1.00005139
 KC0598
 KC0598:                Primary Azimuth Mark                     Grid Az
 KC0598:SPC IL W     -  GRESS                                    165 26 37.1
 KC0598:SPC MO E     -  GRESS                                    165 13 56.5
 KC0598:UTM  15      -  GRESS                                    163 38 50.4
 KC0598
 KC0598|---------------------------------------------------------------------|
 KC0598| PID    Reference Object                     Distance      Geod. Az  |
 KC0598|                                                           dddmmss.s |
 KC0598| KC0601 GRESS                               APPROX.14.6 KM 1650617.4 |
 KC0598| CL8539 FREESMEYER RM 1                                    24120     |
 KC0598| CL8540 FREESMEYER RM 2                                    34159     |
 KC0598|---------------------------------------------------------------------|
 KC0598
 KC0598                          SUPERSEDED SURVEY CONTROL
 KC0598
 KC0598  NAD 83(1986)-  39 19 57.88881(N)    090 42 04.32714(W) AD(       ) 1
 KC0598  NAD 27      -  39 19 57.72300(N)    090 42 03.89200(W) AD(       ) 1
 KC0598
 KC0598.Superseded values are not recommended for survey control.
 KC0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0598.See file dsdata.txt to determine how the superseded data were derived.
 KC0598
 KC0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD9813256223(NAD 83)
 KC0598_MARKER: DS = TRIANGULATION STATION DISK
 KC0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0598
 KC0598  HISTORY     - Date     Condition        Report By
 KC0598  HISTORY     - 1931     MONUMENTED       CGS
 KC0598
 KC0598                          STATION DESCRIPTION
 KC0598
 KC0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0598'ABOUT 5 MILES NORTHWEST OF KAMPSVILLE, ON LAND OWNED AND OCCUPIED
 KC0598'BY R. FREESMEYER, 60 YARDS NORTH OF HIS HOUSE WHICH STANDS ON THE
 KC0598'HIGHEST GROUND IN THE VICINITY, 4.7 METERS (15 FEET) SOUTHEAST OF
 KC0598'SOUTHEAST CORNER OF SMALL BRICK SHOP, 4.6 METERS (15 FEET) NORTH
 KC0598'OF OLD WINDMILL, 6.4 METERS (21 FEET) EAST OF WELL, AND 3.1
 KC0598'METERS (10 FEET) WEST OF BOARD FENCE, IN NORTHEAST CORNER OF BARN
 KC0598'LOT.  TO REACH FROM KAMPSVILLE, GO WEST 2.9 MILES ON BOYTOWN
 KC0598'ROAD TO BESS GARAGE AT TOP OF GRADE, TURN RIGHT AND FOLLOW
 KC0598'DIRT ROAD NORTH 0.4 MILE, TURN LEFT, PROCEED 2.1 MILES TO FORK IN
 KC0598'CREEK BOTTOM, KEEP RIGHT (NORTHWEST) 1.9 MILES TO T-ROAD,
 KC0598'PROCEED LEFT 0.1 MILE TO GATE ON SOUTH OPPOSITE BROWN HOUSE, AND
 KC0598'FOLLOW LANE SOUTHWEST FROM GATE 0.3 MILE TO FREESMEYERS HOUSE.
 KC0598'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 KC0598'CONCRETE.  REFERENCE MARKS ARE
 KC0598'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS AT
 KC0598'SOUTHWEST CORNER OF CHICKEN COOP, 10 METERS (33 FEET) NORTH
 KC0598'OF NORTH ORCHARD ROW, ABOUT 70 YARDS NORTHWEST OF MR.
 KC0598'FREESMEYERS HOUSE, AND 38.61 METERS (126.7 FEET) FROM STATION
 KC0598'S 61 DEG 20 MIN W.  NO. 2 IS IN EXTREME NORTHWEST
 KC0598'CORNER OF CULTIVATED FIELD, 3 METERS (10 FEET) WEST OF ROAD
 KC0598'PASSING ALONG FENCE LINE, AND 150.0 METERS (492 FEET) FROM
 KC0598'STATION N 18 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1038 ***********************************************************************
 NH1038  DESIGNATION -  FREMONT 2
 NH1038  PID         -  NH1038
 NH1038  STATE/COUNTY-  IL/LAKE
 NH1038  USGS QUAD   -  GRAYSLAKE (1993)
 NH1038
 NH1038                         *CURRENT SURVEY CONTROL
 NH1038  ___________________________________________________________________
 NH1038* NAD 83(1997)-  42 16 36.96876(N)    088 02 43.78334(W)     ADJUSTED  
 NH1038* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 NH1038  ___________________________________________________________________
 NH1038  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 NH1038  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NH1038
 NH1038  HORZ ORDER  -  FIRST
 NH1038
 NH1038.The horizontal coordinates were established by classical geodetic methods
 NH1038.and adjusted by the National Geodetic Survey in October 1999..
 NH1038
 NH1038.The orthometric height was scaled from a topographic map.
 NH1038
 NH1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1038
 NH1038.The geoid height was determined by GEOID03.
 NH1038
 NH1038;                    North         East     Units Scale Factor Converg.
 NH1038;SPC IL E     -   622,902.871   323,743.330   MT  0.99998193   +0 11 37.1
 NH1038;SPC IL E     - 2,043,640.50  1,062,147.91   sFT  0.99998193   +0 11 37.1
 NH1038;UTM  16      - 4,681,053.983   413,790.539   MT  0.99969144   -0 42 12.1
 NH1038
 NH1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1038!SPC IL E     -   0.99996395  x   0.99998193  =   0.99994588
 NH1038!UTM  16      -   0.99996395  x   0.99969144  =   0.99965540
 NH1038
 NH1038|---------------------------------------------------------------------|
 NH1038| PID    Reference Object                     Distance      Geod. Az  |
 NH1038|                                                           dddmmss.s |
 NH1038| CI9594 FREMONT 2 RM 1                       30.449 METERS 08218     |
 NH1038| CI9593 FREMONT 2 AZ MK                                    1255421.1 |
 NH1038| NH1041 IVANHOE PRIVATE WATER CO TANK       APPROX. 1.6 KM 1805533.8 |
 NH1038| CI9595 FREMONT 2 RM 2                       37.430 METERS 27529     |
 NH1038|---------------------------------------------------------------------|
 NH1038
 NH1038                          SUPERSEDED SURVEY CONTROL
 NH1038
 NH1038  NAD 83(1997)-  42 16 36.96874(N)    088 02 43.78379(W) AD(       ) 1
 NH1038  NAD 83(1997)-  42 16 36.96962(N)    088 02 43.79326(W) AD(       ) 1
 NH1038  NAD 83(1986)-  42 16 36.96985(N)    088 02 43.79681(W) AD(       ) 1
 NH1038  NAD 27      -  42 16 36.88630(N)    088 02 43.51350(W) AD(       ) 1
 NH1038
 NH1038.Superseded values are not recommended for survey control.
 NH1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1038.See file dsdata.txt to determine how the superseded data were derived.
 NH1038
 NH1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1379181054(NAD 83)
 NH1038_MARKER: DS = TRIANGULATION STATION DISK
 NH1038_SETTING: 0 = UNSPECIFIED SETTING
 NH1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH1038+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2000
 NH1038
 NH1038  HISTORY     - Date     Condition        Report By
 NH1038  HISTORY     - 1944     MONUMENTED       CGS
 NH1038  HISTORY     - 1946     GOOD             CGS
 NH1038  HISTORY     - 1949     GOOD             CGS
 NH1038  HISTORY     - 1954     GOOD             CGS
 NH1038  HISTORY     - 1966     GOOD             CGS
 NH1038  HISTORY     - 1975     GOOD             ILDT
 NH1038  HISTORY     - 1989     GOOD             USPSQD
 NH1038  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 NH1038  HISTORY     - 20000315 GOOD             SECI
 NH1038  HISTORY     - 20010429 GOOD             USPSQD
 NH1038
 NH1038                          STATION DESCRIPTION
 NH1038
 NH1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 NH1038'STATION IS LOCATED ABOUT 0.25 MILE W OF THE JUNCTION OF STATE
 NH1038'HIGHWAYS 83 AND 176 IN THE VILLAGE OF IVANHOE.  IT IS OPPOSITE
 NH1038'THE IVANHOE CEMETERY TO THE N, 52 FEET S OF STATE HIGHWAY
 NH1038'176, 15 FEET SE OF A SHELL GASOLINE SIGN, AND 13 FEET S OF
 NH1038'E-W FENCELINE.  IT IS IN A CULTIVATED FIELD ABOUT 178 FEET
 NH1038'W OF A GATE WHICH IS AT THE NE CORNER OF THE FIELD.  MARK IS
 NH1038'STAMPED FREMONT 2 1944 AND IS ABOUT 12 INCHES BELOW THE
 NH1038'GROUND.
 NH1038'
 NH1038'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1038'DISKS SET IN CONCRETE.
 NH1038'
 NH1038'REFERENCE MARK 1 IS 99.90 FEET ENE OF THE STATION, IN THE
 NH1038'E-W FENCELINE, AND 79 FEET W OF A GATE IN THE FENCE CORNER.
 NH1038'IT IS STAMPED FREMONT 2 NO 1 1944.
 NH1038'
 NH1038'REFERENCE MARK 2 IS 122.80 FEET WNW OF THE STATION, IN THE
 NH1038'SAME FENCELINE.  IT IS STAMPED FREMONT 2 NO 2 1944.
 NH1038'
 NH1038'AZIMUTH MARK IS SSE OF THE STATION AND ABOUT 0.35 MILE S OF
 NH1038'THE JUNCTION OF STATE HIGHWAYS 83 AND 176.  IT IS ON THE
 NH1038'RIGHT-OF-WAY, ABOUT 38 FEET W OF THE CENTER LINE OF STATE
 NH1038'HIGHWAY 83, 2.5 FEET N OF A POLE, AND 2.5 FEET NW OF A WOODEN
 NH1038'WITNESS POST.  IT IS STAMPED FREMONT 2 1944.
 NH1038'
 NH1038'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83
 NH1038'AND 176 IN IVANHOE, GO W ON HIGHWAY 83 FOR 0.25 MILE TO THE
 NH1038'CEMETERY ON THE RIGHT AND STATION ON THE LEFT.
 NH1038'
 NH1038'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NH1038
 NH1038                          STATION RECOVERY (1946)
 NH1038
 NH1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CDM)
 NH1038'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED EXACTLY
 NH1038'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NH1038
 NH1038                          STATION RECOVERY (1949)
 NH1038
 NH1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MMJ)
 NH1038'R.M. NO. 1 RECOVERED IN GOOD CONDITION.  STAMPED FREMONT 2
 NH1038'NO 1 1944.
 NH1038
 NH1038                          STATION RECOVERY (1954)
 NH1038
 NH1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1038'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NH1038'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS
 NH1038'CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 NH1038'
 NH1038'DISTANCES AND DIRECTIONS TO AZIMUTH MARK, REFERENCE MARKS
 NH1038'AND OBJECTS VISIBLE FROM THE GROUND.
 NH1038'
 NH1038'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1038
 NH1038                          STATION RECOVERY (1966)
 NH1038
 NH1038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1038'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NH1038'CONDITION AT THIS TIME.  THE DESCRIPTION IS GOOD WITH THE BELOW
 NH1038'CHANGES.
 NH1038'
 NH1038'THE TO REACH SHOULD BE, GO WEST ON HIGHWAY 176 INSTEAD OF 83
 NH1038'FOR 0.25 MILE TO THE STATION ON THE LEFT, AND GO SOUTH ON
 NH1038'HIGHWAY 83 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT
 NH1038'AT THE SOUTHEAST EDGE OF A GOLF COURSE.
 NH1038'
 NH1038'A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK 1
 NH1038'AND 1 FOOT NORTH OF THE AZIMUTH MARK.
 NH1038
 NH1038                          STATION RECOVERY (1975)
 NH1038
 NH1038'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975 (RIL)
 NH1038'FREMONT 2, 1944 RECOVERED GOOD.
 NH1038'
 NH1038'FREMONT 2, NO 1, 1944 RECOVERED GOOD.
 NH1038'
 NH1038'FREMONT 2, NO 2, 1944 RECOVERED GOOD.
 NH1038'
 NH1038'FREMONT 2, 1944 AZI. RECOVERED GOOD.
 NH1038'
 NH1038'IN DESCRIPTION, ADD, STA. IS 14.8 FT. S. OF WITNESS POST.  AND STA.
 NH1038'IS 8 INCHES BELOW GROUND.
 NH1038'
 NH1038'STA. SHOULD BE MOVED, AREA TO BE SUB-DIVIDED.
 NH1038'
 NH1038'DISTANCE AND DIRECTION FROM NEAREST TOWN--S.W. COR. OF IVANHOE.
 NH1038
 NH1038                          STATION RECOVERY (1989)
 NH1038
 NH1038'RECOVERY NOTE BY US POWER SQUADRON 1989 (GM)
 NH1038'RECOVERED IN GOOD CONDITION.
 NH1038
 NH1038                          STATION RECOVERY (1994)
 NH1038
 NH1038'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1038'MARK NOT FOUND.
 NH1038
 NH1038                          STATION RECOVERY (2000)
 NH1038
 NH1038'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RW)
 NH1038'RECOVERED IN GOOD CONDITION.
 NH1038
 NH1038                          STATION RECOVERY (2001)
 NH1038
 NH1038'RECOVERY NOTE BY US POWER SQUADRON 2001 (CD)
 NH1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1037 ***********************************************************************
 NH1037  DESIGNATION -  FREMONT USLS 1873
 NH1037  PID         -  NH1037
 NH1037  STATE/COUNTY-  IL/LAKE
 NH1037  USGS QUAD   -  GRAYSLAKE (1993)
 NH1037
 NH1037                         *CURRENT SURVEY CONTROL
 NH1037  ___________________________________________________________________
 NH1037* NAD 83(1997)-  42 16 37.14859(N)    088 02 43.70856(W)     ADJUSTED  
 NH1037* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 NH1037  ___________________________________________________________________
 NH1037  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 NH1037  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NH1037
 NH1037  HORZ ORDER  -  FIRST
 NH1037
 NH1037.The horizontal coordinates were established by classical geodetic methods
 NH1037.and adjusted by the National Geodetic Survey in October 1999..
 NH1037
 NH1037.The orthometric height was scaled from a topographic map.
 NH1037
 NH1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1037
 NH1037.The geoid height was determined by GEOID03.
 NH1037
 NH1037;                    North         East     Units Scale Factor Converg.
 NH1037;SPC IL E     -   622,908.425   323,745.024   MT  0.99998193   +0 11 37.1
 NH1037;SPC IL E     - 2,043,658.72  1,062,153.47   sFT  0.99998193   +0 11 37.1
 NH1037;SPC WI S     -    32,661.493   761,234.860   MT  1.00012321   +1 20 34.7
 NH1037;SPC WI S     -   107,156.91  2,497,484.70   sFT  1.00012321   +1 20 34.7
 NH1037;UTM  16      - 4,681,059.508   413,792.320   MT  0.99969144   -0 42 12.1
 NH1037
 NH1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1037!SPC IL E     -   0.99996395  x   0.99998193  =   0.99994588
 NH1037!SPC WI S     -   0.99996395  x   1.00012321  =   1.00008715
 NH1037!UTM  16      -   0.99996395  x   0.99969144  =   0.99965540
 NH1037
 NH1037:                Primary Azimuth Mark                     Grid Az
 NH1037:SPC IL E     -  ANTIOCH USLS 1873                        357 40 20.3
 NH1037:SPC WI S     -  ANTIOCH USLS 1873                        356 31 22.7
 NH1037:UTM  16      -  ANTIOCH USLS 1873                        358 34 09.5
 NH1037
 NH1037|---------------------------------------------------------------------|
 NH1037| PID    Reference Object                     Distance      Geod. Az  |
 NH1037|                                                           dddmmss.s |
 NH1037| NH1035 ANTIOCH USLS 1873                   APPROX.17.5 KM 3575157.4 |
 NH1037|---------------------------------------------------------------------|
 NH1037
 NH1037                          SUPERSEDED SURVEY CONTROL
 NH1037
 NH1037  NAD 83(1997)-  42 16 37.14879(N)    088 02 43.70903(W) AD(       ) 1
 NH1037  NAD 83(1997)-  42 16 37.15027(N)    088 02 43.71718(W) AD(       ) 1
 NH1037  NAD 83(1986)-  42 16 37.15028(N)    088 02 43.72140(W) AD(       ) 1
 NH1037  NAD 27      -  42 16 37.07400(N)    088 02 43.44100(W) AD(       ) 1
 NH1037
 NH1037.Superseded values are not recommended for survey control.
 NH1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1037.See file dsdata.txt to determine how the superseded data were derived.
 NH1037
 NH1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1379281060(NAD 83)
 NH1037_MARKER: V = STONE MONUMENT
 NH1037_SETTING: 0 = UNSPECIFIED SETTING
 NH1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1037
 NH1037  HISTORY     - Date     Condition        Report By
 NH1037  HISTORY     - 1873     MONUMENTED       USLS
 NH1037  HISTORY     - 1944     SEE DESCRIPTION  CGS
 NH1037  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 NH1037
 NH1037                          STATION DESCRIPTION
 NH1037
 NH1037'DESCRIBED BY US LAKE SURVEY 1873
 NH1037'THIS STATION IS SITUATED IN SECTION 22, FREMONT TOWNSHIP,
 NH1037'LAKE COUNTY, ILLINOIS, NEAR DEANS CORNERS.  THE HEIGHT OF
 NH1037'STATION USED WAS 41 FEET.  THE GEODETIC POINT IS MARKED BY
 NH1037'A STONE OF THE USUAL FORM, SET SO THAT ITS UPPER END IS 3
 NH1037'FEET BENEATH THE SURFACE OF THE GROUND.  THREE REFERENCE STONES
 NH1037'ARE SET IN THE ROAD NORTH OF THE STATION.  ONE STONE BEARS
 NH1037'NORTH 47 DEG 02 MIN WEST, AND IS 33.62 METERS DISTANT, ONE
 NH1037'BEARS NORTH 20 DEG 27 MIN WEST AND IS 6.16 METERS DISTANT.  AND
 NH1037'ONE BEARS NORTH 36 DEG 01 MIN EAST, AND IS 30.61 METERS
 NH1037'DISTANT FROM THE GEODETIC POINT.  (PROFESSIONAL PAPERS NO.
 NH1037'24).
 NH1037
 NH1037                          STATION RECOVERY (1944)
 NH1037
 NH1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 NH1037'STATION WAS NOT RECOVERED.  IT HAS BEEN DESTROYED BY A HIGHWAY
 NH1037'CUT THROUGH THE KNOLL.  TWO REFERENCE MARKS WERE RECOVERED
 NH1037'IN THE S FENCELINE OF THE IVANHOE CEMETERY, BUT A THIRD WHICH
 NH1037'BEARS N. 20 DEG 27 MIN W.  AND IS 6.16 METERS DISTANT WAS
 NH1037'DESTROYED.
 NH1037'
 NH1037'A NEW STATION, FREMONT 2, WAS ESTABLISHED NEAR THE OLD POINT.
 NH1037
 NH1037                          STATION RECOVERY (1994)
 NH1037
 NH1037'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0157 ***********************************************************************
 LD0157  DESIGNATION -  FRENCH
 LD0157  PID         -  LD0157
 LD0157  STATE/COUNTY-  IL/KNOX
 LD0157  USGS QUAD   -  YATES CITY (1982)
 LD0157
 LD0157                         *CURRENT SURVEY CONTROL
 LD0157  ___________________________________________________________________
 LD0157* NAD 83(1997)-  40 51 11.26500(N)    090 02 34.50469(W)     ADJUSTED  
 LD0157* NAVD 88     -       220.367  (meters)     722.99   (feet)  ADJUSTED  
 LD0157  ___________________________________________________________________
 LD0157  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LD0157  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0157  DYNAMIC HT  -         220.267 (meters)     722.66  (feet)  COMP
 LD0157  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 LD0157
 LD0157  HORZ ORDER  -  SECOND
 LD0157  VERT ORDER  -  SECOND    CLASS 0
 LD0157
 LD0157.The horizontal coordinates were established by classical geodetic methods
 LD0157.and adjusted by the National Geodetic Survey in October 1999..
 LD0157
 LD0157.The orthometric height was determined by differential leveling
 LD0157.and adjusted by the National Geodetic Survey in June 1991..
 LD0157
 LD0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0157
 LD0157.The geoid height was determined by GEOID03.
 LD0157
 LD0157.The dynamic height is computed by dividing the NAVD 88
 LD0157.geopotential number by the normal gravity value computed on the
 LD0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0157.degrees latitude (g = 980.6199 gals.).
 LD0157
 LD0157.The modeled gravity was interpolated from observed gravity values.
 LD0157
 LD0157;                    North         East     Units Scale Factor Converg.
 LD0157;SPC IL W     -   464,723.485   710,434.084   MT  0.99994252   +0 04 51.4
 LD0157;SPC IL W     - 1,524,680.30  2,330,815.82   sFT  0.99994252   +0 04 51.4
 LD0157;UTM  15      - 4,526,662.757   749,262.522   MT  1.00036480   +1 56 07.0
 LD0157;UTM  16      - 4,526,910.830   243,501.096   MT  1.00040986   -1 59 29.5
 LD0157
 LD0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0157!SPC IL W     -   0.99997062  x   0.99994252  =   0.99991314
 LD0157!UTM  15      -   0.99997062  x   1.00036480  =   1.00033541
 LD0157!UTM  16      -   0.99997062  x   1.00040986  =   1.00038047
 LD0157
 LD0157|---------------------------------------------------------------------|
 LD0157| PID    Reference Object                     Distance      Geod. Az  |
 LD0157|                                                           dddmmss.s |
 LD0157| LD0158 FRENCH RM 1                          12.498 METERS 17951     |
 LD0157| LD0159 FRENCH RM 2                          16.788 METERS 27118     |
 LD0157| LD0156 FRENCH AZ MK                                       3595919.5 |
 LD0157|---------------------------------------------------------------------|
 LD0157
 LD0157                          SUPERSEDED SURVEY CONTROL
 LD0157
 LD0157  NAD 83(1997)-  40 51 11.26671(N)    090 02 34.50688(W) AD(       ) 2
 LD0157  NAD 83(1986)-  40 51 11.27186(N)    090 02 34.50980(W) AD(       ) 2
 LD0157  NAD 27      -  40 51 11.13820(N)    090 02 34.09600(W) AD(       ) 2
 LD0157  NGVD 29 (??/??/92)  220.439  (m)          723.22   (f) ADJ UNCH    2 0
 LD0157
 LD0157.Superseded values are not recommended for survey control.
 LD0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0157.See file dsdata.txt to determine how the superseded data were derived.
 LD0157
 LD0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4926326663(NAD 83)
 LD0157_MARKER: DS = TRIANGULATION STATION DISK
 LD0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0157_STAMPING: FRENCH 1959
 LD0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0157+STABILITY: SURFACE MOTION
 LD0157
 LD0157  HISTORY     - Date     Condition        Report By
 LD0157  HISTORY     - 1959     MONUMENTED       CGS
 LD0157  HISTORY     - 1959     GOOD             CGS
 LD0157  HISTORY     - 1964     GOOD             ILDT
 LD0157  HISTORY     - 19971107 GOOD             USPSQD
 LD0157
 LD0157                          STATION DESCRIPTION
 LD0157
 LD0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0157'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF
 LD0157'WILLIAMSFIELD, 3-1/2 MILES SOUTH OF U.S. HIGHWAY NO. 150 AND 3-1/2
 LD0157'MILES EAST OF THE SPOON RIVER.
 LD0157'
 LD0157'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 150 AND STATE
 LD0157'HIGHWAY NO. 180 ABOUT 1-1/2 MILES SOUTH OF WILLIAMSFIELD,
 LD0157'GO WEST ON U.S. HIGHWAY NO. 150 FOR 1.55 MILES TO CROSSROADS,
 LD0157'TURN LEFT AND GO SOUTH ON SURFACED ROAD FOR 3 MILES TO CROSSROADS,
 LD0157'CONTINUE SOUTH FOR 0.15 MILE TO AZIMUTH MARK ON LEFT AS
 LD0157'DESCRIBED, CONTINUE SOUTH ON SURFACED ROAD FOR 0.3 MILES TO
 LD0157'STATION ON LEFT AS DESCRIBED.
 LD0157'
 LD0157'STATION MARK, A STANDARD DISK STAMPED FRENCH 1959, IS SET IN
 LD0157'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 LD0157'THE MARK IS 28 FEET EAST OF CENTER OF ROAD, 69 FEET SOUTH OF
 LD0157'POWER POLE, 2 FEET WEST OF FENCE LINE AND 1.9 FEET WEST-NORTHWEST
 LD0157'OF WITNESS POST.
 LD0157'
 LD0157'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED FRENCH
 LD0157'NO. 1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LD0157'PROJECTS 2 INCHES.  THE MARK IS 40 FEET SOUTH OF WITNESS POST,
 LD0157'28 FEET EAST OF CENTER OF ROAD AND 2 FEET WEST OF FENCE LINE.
 LD0157'
 LD0157'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED FRENCH NO. 2
 LD0157'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 LD0157'INCHES.  THE MARK IS 30.5 FEET NORTH OF POWER POLE, 28.5
 LD0157'FEET WEST OF CENTER OF ROAD, 14.4 FEET EAST OF NORTHEAST CORNER OF
 LD0157'MACHINE SHED AND 2.3 FEET EAST OF FENCE LINE.
 LD0157'
 LD0157'AZIMUTH MARK, A STANDARD DISK STAMPED FRENCH 1959, IS SET
 LD0157'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 LD0157'THE MARK IS 28 FEET EAST OF CENTER OF ROAD, 3 FEET SOUTH OF
 LD0157'TELEPHONE POLE, 1.6 FEET WEST OF FENCE LINE AND 1.2 WEST OF
 LD0157'WITNESS POST.
 LD0157'
 LD0157'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LD0157
 LD0157                          STATION RECOVERY (1959)
 LD0157
 LD0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LD0157'9.1 MI W FROM BRIMFIELD.
 LD0157'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0157'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY
 LD0157'78, THENCE 4.1 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.4 MILES
 LD0157'SOUTH ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DRIVEWAY WEST
 LD0157'TO A FARMHOUSE, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 95
 LD0157'FEET NORTH OF THE EXTENDED CENTER LINE OF THE DRIVEWAY, 62 FEET
 LD0157'NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE WITH A
 LD0157'TRANSFORMER, 76 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 LD0157'SOUTHEAST CORNER OF A MACHINE SHED, 2 FEET WEST OF A FENCE, 1.8
 LD0157'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 LD0157'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 LD0157'INCHES.
 LD0157
 LD0157                          STATION RECOVERY (1964)
 LD0157
 LD0157'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964 (HWB)
 LD0157'STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 LD0157'DESCRIBED.
 LD0157
 LD0157                          STATION RECOVERY (1997)
 LD0157
 LD0157'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0156 ***********************************************************************
 LD0156  DESIGNATION -  FRENCH AZ MK
 LD0156  PID         -  LD0156
 LD0156  STATE/COUNTY-  IL/KNOX
 LD0156  USGS QUAD   -  YATES CITY (1982)
 LD0156
 LD0156                         *CURRENT SURVEY CONTROL
 LD0156  ___________________________________________________________________
 LD0156* NAD 83(1986)-  40 51 23.     (N)    090 02 32.     (W)     SCALED    
 LD0156* NAVD 88     -       220.631  (meters)     723.85   (feet)  ADJUSTED  
 LD0156  ___________________________________________________________________
 LD0156  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LD0156  DYNAMIC HT  -         220.531 (meters)     723.53  (feet)  COMP
 LD0156  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 LD0156
 LD0156  VERT ORDER  -  SECOND    CLASS 0
 LD0156
 LD0156.The horizontal coordinates were scaled from a topographic map and have
 LD0156.an estimated accuracy of +/- 6 seconds.
 LD0156
 LD0156.The orthometric height was determined by differential leveling
 LD0156.and adjusted by the National Geodetic Survey in June 1991..
 LD0156
 LD0156.The geoid height was determined by GEOID03.
 LD0156
 LD0156.The dynamic height is computed by dividing the NAVD 88
 LD0156.geopotential number by the normal gravity value computed on the
 LD0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0156.degrees latitude (g = 980.6199 gals.).
 LD0156
 LD0156.The modeled gravity was interpolated from observed gravity values.
 LD0156
 LD0156;                    North         East    Units  Estimated Accuracy
 LD0156;SPC IL W     -   465,090.      710,490.      MT  (+/- 180 meters Scaled)
 LD0156
 LD0156                          SUPERSEDED SURVEY CONTROL
 LD0156
 LD0156  NGVD 29 (??/??/92)  220.704  (m)          724.09   (f) ADJ UNCH    2 0
 LD0156
 LD0156.Superseded values are not recommended for survey control.
 LD0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0156.See file dsdata.txt to determine how the superseded data were derived.
 LD0156
 LD0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF493270(NAD 83)
 LD0156_MARKER: DZ = AZIMUTH MARK DISK
 LD0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0156_STAMPING: FRENCH 1959
 LD0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0156+STABILITY: SURFACE MOTION
 LD0156
 LD0156  HISTORY     - Date     Condition        Report By
 LD0156  HISTORY     - 1959     MONUMENTED       CGS
 LD0156  HISTORY     - 19971107 GOOD             USPSQD
 LD0156
 LD0156                          STATION DESCRIPTION
 LD0156
 LD0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0156'8.8 MI W FROM BRIMFIELD.
 LD0156'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0156'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY
 LD0156'78, THENCE 4.1 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.15 MILES
 LD0156'SOUTH ALONG AN ASPHALT ROAD, 28 FEET EAST OF THE CENTER LINE
 LD0156'OF THE ASPHALT ROAD, 1 1/2 FEET WEST OF A FENCE, 3 FEET SOUTH
 LD0156'OF A TELEPHONE POLE, 140 FEET NORTHEAST AND ACROSS THE ROAD FROM
 LD0156'THE NORTH END OF A BOARD GATE, 80 FEET NORTHEAST AND ACROSS THE
 LD0156'ROAD FROM A POWER POLE WHICH IS THE FIFTH POLE NORTH OF A FARM
 LD0156'HOUSE ON THE WEST SIDE OF THE ROAD AND IS ALSO THE THIRD POLE
 LD0156'SOUTH OF A CROSS ROAD, 1.1 FEET WEST OF A METAL WITNESS POST,
 LD0156'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 LD0156'CONCRETE POST PROJECTING 5 INCHES.
 LD0156
 LD0156                          STATION RECOVERY (1997)
 LD0156
 LD0156'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0158 ***********************************************************************
 LD0158  DESIGNATION -  FRENCH RM 1
 LD0158  PID         -  LD0158
 LD0158  STATE/COUNTY-  IL/KNOX
 LD0158  USGS QUAD   -  YATES CITY (1982)
 LD0158
 LD0158                         *CURRENT SURVEY CONTROL
 LD0158  ___________________________________________________________________
 LD0158* NAD 83(1986)-  40 51 11.     (N)    090 02 34.     (W)     SCALED    
 LD0158* NAVD 88     -       220.456  (meters)     723.28   (feet)  ADJUSTED  
 LD0158  ___________________________________________________________________
 LD0158  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0158  DYNAMIC HT  -         220.356 (meters)     722.95  (feet)  COMP
 LD0158  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 LD0158
 LD0158  VERT ORDER  -  SECOND    CLASS 0
 LD0158
 LD0158.The horizontal coordinates were scaled from a topographic map and have
 LD0158.an estimated accuracy of +/- 6 seconds.
 LD0158
 LD0158.The orthometric height was determined by differential leveling
 LD0158.and adjusted by the National Geodetic Survey in June 1991..
 LD0158
 LD0158.The geoid height was determined by GEOID03.
 LD0158
 LD0158.The dynamic height is computed by dividing the NAVD 88
 LD0158.geopotential number by the normal gravity value computed on the
 LD0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0158.degrees latitude (g = 980.6199 gals.).
 LD0158
 LD0158.The modeled gravity was interpolated from observed gravity values.
 LD0158
 LD0158;                    North         East    Units  Estimated Accuracy
 LD0158;SPC IL W     -   464,720.      710,450.      MT  (+/- 180 meters Scaled)
 LD0158
 LD0158                          SUPERSEDED SURVEY CONTROL
 LD0158
 LD0158  NGVD 29 (??/??/92)  220.528  (m)          723.52   (f) ADJ UNCH    2 0
 LD0158
 LD0158.Superseded values are not recommended for survey control.
 LD0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0158.See file dsdata.txt to determine how the superseded data were derived.
 LD0158
 LD0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF492266(NAD 83)
 LD0158_MARKER: DR = REFERENCE MARK DISK
 LD0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0158_STAMPING: FRENCH NO 1 1959
 LD0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0158+STABILITY: SURFACE MOTION
 LD0158
 LD0158  HISTORY     - Date     Condition        Report By
 LD0158  HISTORY     - 1959     MONUMENTED       CGS
 LD0158  HISTORY     - 19971107 GOOD             USPSQD
 LD0158
 LD0158                          STATION DESCRIPTION
 LD0158
 LD0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0158'9.1 MI W FROM BRIMFIELD.
 LD0158'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0158'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY
 LD0158'78, THENCE 4.1 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.4 MILES
 LD0158'SOUTH ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DRIVEWAY WEST
 LD0158'TO A FARMHOUSE, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 52
 LD0158'FEET NORTH OF THE EXTENDED CENTER LINE OF THE DRIVEWAY, 71 FEET
 LD0158'EAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A MACHINE
 LD0158'SHED, 56 FEET EAST AND ACROSS THE ROAD FROM A POWER POLE WITH A
 LD0158'TRANSFORMER, 2 FEET WEST OF A FENCE, 41.0 FEET SOUTH OF
 LD0158'TRIANGULATION STATION FRENCH, 40.3 FEET SOUTH OF A METAL WITNESS
 LD0158'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 LD0158'A CONCRETE POST PROJECTING 5 INCHES.
 LD0158
 LD0158                          STATION RECOVERY (1997)
 LD0158
 LD0158'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0159 ***********************************************************************
 LD0159  DESIGNATION -  FRENCH RM 2
 LD0159  PID         -  LD0159
 LD0159  STATE/COUNTY-  IL/KNOX
 LD0159  USGS QUAD   -  YATES CITY (1982)
 LD0159
 LD0159                         *CURRENT SURVEY CONTROL
 LD0159  ___________________________________________________________________
 LD0159* NAD 83(1986)-  40 51 11.     (N)    090 02 34.     (W)     SCALED    
 LD0159* NAVD 88     -       220.032  (meters)     721.89   (feet)  ADJUSTED  
 LD0159  ___________________________________________________________________
 LD0159  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LD0159  DYNAMIC HT  -         219.932 (meters)     721.56  (feet)  COMP
 LD0159  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 LD0159
 LD0159  VERT ORDER  -  SECOND    CLASS 0
 LD0159
 LD0159.The horizontal coordinates were scaled from a topographic map and have
 LD0159.an estimated accuracy of +/- 6 seconds.
 LD0159
 LD0159.The orthometric height was determined by differential leveling
 LD0159.and adjusted by the National Geodetic Survey in June 1991..
 LD0159
 LD0159.The geoid height was determined by GEOID03.
 LD0159
 LD0159.The dynamic height is computed by dividing the NAVD 88
 LD0159.geopotential number by the normal gravity value computed on the
 LD0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0159.degrees latitude (g = 980.6199 gals.).
 LD0159
 LD0159.The modeled gravity was interpolated from observed gravity values.
 LD0159
 LD0159;                    North         East    Units  Estimated Accuracy
 LD0159;SPC IL W     -   464,720.      710,450.      MT  (+/- 180 meters Scaled)
 LD0159
 LD0159                          SUPERSEDED SURVEY CONTROL
 LD0159
 LD0159  NGVD 29 (??/??/92)  220.104  (m)          722.12   (f) ADJ UNCH    2 0
 LD0159
 LD0159.Superseded values are not recommended for survey control.
 LD0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0159.See file dsdata.txt to determine how the superseded data were derived.
 LD0159
 LD0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF492266(NAD 83)
 LD0159_MARKER: DR = REFERENCE MARK DISK
 LD0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0159_STAMPING: FRENCH NO 2 1959
 LD0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0159+STABILITY: SURFACE MOTION
 LD0159
 LD0159  HISTORY     - Date     Condition        Report By
 LD0159  HISTORY     - 1959     MONUMENTED       CGS
 LD0159  HISTORY     - 19971107 GOOD             USPSQD
 LD0159
 LD0159                          STATION DESCRIPTION
 LD0159
 LD0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0159'9.1 MI W FROM BRIMFIELD.
 LD0159'ABOUT 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LD0159'STATION AT BRIMFIELD, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY
 LD0159'78, THENCE 4.1 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.4 MILES
 LD0159'SOUTH ALONG AN ASPHALT ROAD, 27 1/2 FEET WEST OF THE CENTER LINE
 LD0159'OF THE ROAD, 93 FEET NORTH OF THE CENTER LINE OF A FARM DRIVEWAY,
 LD0159'35 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A MACHINE SHED, 31
 LD0159'FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 2 FEET EAST OF A
 LD0159'FENCE, 55.0 FEET WEST OF TRIANGULATION STATION FRENCH, 57.0 FEET
 LD0159'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN
 LD0159'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LD0159
 LD0159                          STATION RECOVERY (1997)
 LD0159
 LD0159'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1581 ***********************************************************************
 JC1581  DESIGNATION -  FRENCH VILLAGE ST POL RAD MAST
 JC1581  PID         -  JC1581
 JC1581  STATE/COUNTY-  IL/ST CLAIR
 JC1581  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC1581
 JC1581                         *CURRENT SURVEY CONTROL
 JC1581  ___________________________________________________________________
 JC1581* NAD 83(1997)-  38 35 42.05444(N)    090 02 50.09213(W)     ADJUSTED  
 JC1581* NAVD 88     -                                                        
 JC1581  ___________________________________________________________________
 JC1581  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 JC1581  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JC1581
 JC1581  HORZ ORDER  -  THIRD
 JC1581
 JC1581.The horizontal coordinates were established by classical geodetic methods
 JC1581.and adjusted by the National Geodetic Survey in October 1999..
 JC1581
 JC1581
 JC1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1581
 JC1581.The geoid height was determined by GEOID03.
 JC1581
 JC1581;                    North         East     Units Scale Factor Converg.
 JC1581;SPC IL W     -   214,020.663   710,402.927   MT  0.99994251   +0 04 28.2
 JC1581;SPC IL W     -   702,166.13  2,330,713.60   sFT  0.99994251   +0 04 28.2
 JC1581;UTM  15      - 4,275,972.225   757,160.607   MT  1.00041447   +1 50 34.7
 JC1581;UTM  16      - 4,276,241.336   234,607.887   MT  1.00046745   -1 54 07.3
 JC1581
 JC1581                          SUPERSEDED SURVEY CONTROL
 JC1581
 JC1581  NAD 83(1986)-  38 35 42.07134(N)    090 02 50.08487(W) AD(       ) 4
 JC1581  NAD 27      -  38 35 41.88526(N)    090 02 49.70741(W) AD(       ) 3
 JC1581
 JC1581.Superseded values are not recommended for survey control.
 JC1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1581.See file dsdata.txt to determine how the superseded data were derived.
 JC1581
 JC1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5716175972(NAD 83)
 JC1581_MARKER: 42 = RADIO/TV MAST
 JC1581
 JC1581  HISTORY     - Date     Condition        Report By
 JC1581  HISTORY     - 1961     FIRST OBSERVED   CGS
 JC1581
 JC1581                          STATION DESCRIPTION
 JC1581
 JC1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JC1581'STATION IS LOCATED ABOUT 6.0 MILES EAST-SOUTHEAST OF E.
 JC1581'ST. LOUIS AND AT THE SMALL VILLAGE OF FRENCH VILLAGE.
 JC1581'
 JC1581'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JC1581'HIGHWAY 111 ABOUT 3 MILES EAST OF E. ST. LOUIS, GO EAST
 JC1581'THEN SOUTHEAST ON U.S. HIGHWAY 50 FOR 3 MILES TO ILLINOIS
 JC1581'STATE POLICE BUILDING ON RIGHT AND STATION BEHIND BUILDING.
 JC1581'
 JC1581'STATION IS A STEEL MAST PAINTED RED AND WHITE, HAS 5 ANTENNAS
 JC1581'ATTACHED ON TOP PART OF MAST, HAS RED LIGHT ATOP AND MAST
 JC1581'IS SET ON A 26 FEET THREE LEG STEEL STRUCTURE MAKING TOTAL
 JC1581'HEIGTH 176 FEET.
 JC1581'
 JC1581'POINT INTERSECTED WAS RED LIGHT ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2106 ***********************************************************************
 JA2106  DESIGNATION -  FRIENDSVILLE SHAW RAD KJJ 823
 JA2106  PID         -  JA2106
 JA2106  STATE/COUNTY-  IL/WABASH
 JA2106  USGS QUAD   -  LANCASTER (1968)
 JA2106
 JA2106                         *CURRENT SURVEY CONTROL
 JA2106  ___________________________________________________________________
 JA2106* NAD 83(1997)-  38 30 43.22059(N)    087 50 23.70962(W)     ADJUSTED  
 JA2106* NAVD 88     -                                                        
 JA2106  ___________________________________________________________________
 JA2106  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 JA2106  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JA2106
 JA2106  HORZ ORDER  -  THIRD
 JA2106
 JA2106.The horizontal coordinates were established by classical geodetic methods
 JA2106.and adjusted by the National Geodetic Survey in October 1999..
 JA2106
 JA2106
 JA2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2106
 JA2106.The geoid height was determined by GEOID03.
 JA2106
 JA2106;                    North         East     Units Scale Factor Converg.
 JA2106;SPC IL E     -   204,922.128   343,033.767   MT  0.99999780   +0 18 26.1
 JA2106;SPC IL E     -   672,315.35  1,125,436.62   sFT  0.99999780   +0 18 26.1
 JA2106;UTM  16      - 4,262,959.828   426,772.383   MT  0.99966603   -0 31 22.9
 JA2106
 JA2106                          SUPERSEDED SURVEY CONTROL
 JA2106
 JA2106  NAD 83(1997)-  38 30 43.22088(N)    087 50 23.70831(W) AD(       ) 4
 JA2106  NAD 83(1986)-  38 30 43.23095(N)    087 50 23.70811(W) AD(       ) 4
 JA2106  NAD 27      -  38 30 43.05705(N)    087 50 23.61161(W) AD(       ) 3
 JA2106
 JA2106.Superseded values are not recommended for survey control.
 JA2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2106.See file dsdata.txt to determine how the superseded data were derived.
 JA2106
 JA2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2677262960(NAD 83)
 JA2106_MARKER: 42 = RADIO/TV MAST
 JA2106
 JA2106  HISTORY     - Date     Condition        Report By
 JA2106  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2106
 JA2106                          STATION DESCRIPTION
 JA2106
 JA2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2106'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF MT CARMEL, 2 MILES
 JA2106'NORTHWEST OF
 JA2106'FRIENDSVILLE AND ON PROPERTY OF MR GERALD PARMENTER.
 JA2106'
 JA2106'TO REACH FROM FRIENDSVILLE, GO WEST ON MACADAM ROAD 2.0 MILES TO A
 JA2106'CROSSROAD, TURN
 JA2106'RIGHT AND GO NORTHERLY ON GRAVELED ROAD 0.75 MILE TO
 JA2106'MR WRIGHTS RESIDENCE ON THE RIGHT.
 JA2106'TURN RIGHT AND GO EAST FOLLOWING
 JA2106'THE FIELD ROAD TO THE SOUTH OF THE HOUSE FOR 0.25
 JA2106'MILE TO WHERE THE
 JA2106'FIELD ROAD TURNS RIGHT, TURN RIGHT AND GO SOUTH FOLLOWING FIELD ROAD
 JA2106'FOR 0.05, THENCE
 JA2106'EASTERLY ON FIELD ROAD 0.6 MILE TO STATION.
 JA2106'
 JA2106'THE MAST IS OWNED BY THE SHAW CONSTRUCTION COMPANY OF MT CARMEL.
 JA2106'
 JA2106'THE MAST IS 400 FEET HIGH, IS PAINTED RED AND WHITE AND HAS A RED
 JA2106'LIGHT ON TOP.
 JA2106'
 JA2106'POINT INTERSECTED WAS TOP AND CENTER OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1854 ***********************************************************************
 JB1854  DESIGNATION -  FROG
 JB1854  PID         -  JB1854
 JB1854  STATE/COUNTY-  IL/CLINTON
 JB1854  USGS QUAD   -  STOLLETOWN (1968)
 JB1854
 JB1854                         *CURRENT SURVEY CONTROL
 JB1854  ___________________________________________________________________
 JB1854* NAD 83(1997)-  38 39 03.59348(N)    089 27 50.43324(W)     ADJUSTED  
 JB1854* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 JB1854  ___________________________________________________________________
 JB1854  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JB1854  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JB1854
 JB1854  HORZ ORDER  -  THIRD
 JB1854
 JB1854.The horizontal coordinates were established by classical geodetic methods
 JB1854.and adjusted by the National Geodetic Survey in October 1999..
 JB1854
 JB1854.The orthometric height was scaled from a topographic map.
 JB1854
 JB1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1854
 JB1854.The geoid height was determined by GEOID03.
 JB1854
 JB1854;                    North         East     Units Scale Factor Converg.
 JB1854;SPC IL W     -   220,462.369   761,163.317   MT  0.99998723   +0 26 20.0
 JB1854;SPC IL W     -   723,300.29  2,497,249.98   sFT  0.99998723   +0 26 20.0
 JB1854;UTM  16      - 4,280,929.303   285,578.258   MT  1.00016621   -1 32 22.4
 JB1854
 JB1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1854!SPC IL W     -   0.99998071  x   0.99998723  =   0.99996794
 JB1854!UTM  16      -   0.99998071  x   1.00016621  =   1.00014692
 JB1854
 JB1854:                Primary Azimuth Mark                     Grid Az
 JB1854:SPC IL W     -  FROG AZ MK                               019 48 02.9
 JB1854:UTM  16      -  FROG AZ MK                               021 46 45.3
 JB1854
 JB1854|---------------------------------------------------------------------|
 JB1854| PID    Reference Object                     Distance      Geod. Az  |
 JB1854|                                                           dddmmss.s |
 JB1854| CI3654 FROG AZ MK                                         0201422.9 |
 JB1854| JB1850 CARLYLE ARMY ENGINEERS RAD ANT      APPROX. 9.3 KM 1080900.9 |
 JB1854| JB1853 CARLYLE W MUNICIPAL TANK            APPROX. 8.5 KM 1192433.2 |
 JB1854| CI3655 FROG RM 1                            19.038 METERS 22902     |
 JB1854| CI3656 FROG RM 2                            19.697 METERS 31401     |
 JB1854|---------------------------------------------------------------------|
 JB1854
 JB1854                          SUPERSEDED SURVEY CONTROL
 JB1854
 JB1854  NAD 83(1986)-  38 39 03.61156(N)    089 27 50.42968(W) AD(       ) 3
 JB1854  NAD 27      -  38 39 03.43997(N)    089 27 50.12131(W) AD(       ) 3
 JB1854
 JB1854.Superseded values are not recommended for survey control.
 JB1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1854.See file dsdata.txt to determine how the superseded data were derived.
 JB1854
 JB1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH8557880929(NAD 83)
 JB1854_MARKER: DS = TRIANGULATION STATION DISK
 JB1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1854
 JB1854  HISTORY     - Date     Condition        Report By
 JB1854  HISTORY     - 1962     MONUMENTED       CGS
 JB1854
 JB1854                          STATION DESCRIPTION
 JB1854
 JB1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1854'NO PICTURE POINT AVAILABLE.
 JB1854'
 JB1854'NO MEASUREMENT BETWEEN RMS, FENCE POSTS ON LINE.
 JB1854'
 JB1854'THE STATION IS ABOUT 6 MILES NORTHWEST OF CARLYLE, ABOUT 3 MILES
 JB1854'NORTH-NORTHWEST OF
 JB1854'BECKEMEYER, ABOUT 1 MILE NORTHEAST OF FROGTOWN, IN
 JB1854'THE NORTHWEST 0.25 OF SEC 5, T 2 N, R
 JB1854'3 W, AND ON THE PROPERTY OF MR
 JB1854'CARL SCHROEDER.  IT IS 63 FEET NORTHEAST OF A WITNESS
 JB1854'POST AND 46
 JB1854'FEET EAST OF A WIRE FENCE.  THE MONUMENT IS 18 INCHES BELOW THE
 JB1854'SURFACE OF THE
 JB1854'GROUND AND THE DISK IS STAMPED FROG 1962.
 JB1854'
 JB1854'TO REACH FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE HIGHWAY 127 IN
 JB1854'CARLYLE, GO WEST ON HIGHWAY
 JB1854'50 FOR 3.25 MILES TO A SIDE ROAD LEFT, JUST NORTH
 JB1854'OF BECKMEYER.  CONTINUE WEST ON
 JB1854'HIGHWAY 50 FOR 1.3 MILES TO A SIDE
 JB1854'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON STOLLETOWN
 JB1854'ROAD FOR 1.8 MILES
 JB1854'TO A CROSSROAD.  CONTINUE NORTH ON THE PAVED ROAD FOR 1.3 MILES TO A
 JB1854'CROSSROAD.  TURN
 JB1854'LEFT AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO A
 JB1854'FIELD ENTRANCE ON THE LEFT.  TURN
 JB1854'LEFT AND GO SOUTH THROUGH A FIELD
 JB1854'FOR 0.2 MILE TO THE TOP OF A HILL AND THE STATION.
 JB1854'
 JB1854'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON THE PAVED ROAD
 JB1854'FOR 0.35 MILE TO THE
 JB1854'AZIMUTH MARK ON THE RIGHT.
 JB1854'
 JB1854'REFERENCE MARK 1 IS 2 FEET NORTH OF THE WITNESS POST AND 6 INCHES
 JB1854'EAST OF THE WIRE FENCE.
 JB1854'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JB1854'FROG NO 1 1962.
 JB1854'
 JB1854'REFERENCE MARK 2 IS 88 FEET NORTH OF THE WITNESS POST AND 6 INCHES
 JB1854'EAST OF THE WIRE FENCE.
 JB1854'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JB1854'FROG NO 2 1962.
 JB1854'
 JB1854'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 JB1854'4 FEET SOUTH OF A TWIN
 JB1854'TREE STUMP AND 1 FOOT SOUTH OF A WITNESS POST.  THE
 JB1854'MONUMENT PROJECTS 5 INCHES AND THE
 JB1854'DISK IS STAMPED FROG 1962.
 JB1854'
 JB1854'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0449 ***********************************************************************
 JB0449  DESIGNATION -  FROG AZ MK
 JB0449  PID         -  JB0449
 JB0449  STATE/COUNTY-  IL/JEFFERSON
 JB0449  USGS QUAD   -  MOUNT VERNON (1978)
 JB0449
 JB0449                         *CURRENT SURVEY CONTROL
 JB0449  ___________________________________________________________________
 JB0449* NAD 83(1986)-  38 15 55.     (N)    088 53 18.     (W)     SCALED    
 JB0449* NAVD 88     -       132.059  (meters)     433.26   (feet)  ADJUSTED  
 JB0449  ___________________________________________________________________
 JB0449  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JB0449  DYNAMIC HT  -         131.974 (meters)     432.98  (feet)  COMP
 JB0449  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 JB0449
 JB0449  VERT ORDER  -  SECOND    CLASS 0
 JB0449
 JB0449.The horizontal coordinates were scaled from a topographic map and have
 JB0449.an estimated accuracy of +/- 6 seconds.
 JB0449
 JB0449.The orthometric height was determined by differential leveling
 JB0449.and adjusted by the National Geodetic Survey in June 1991..
 JB0449
 JB0449.The geoid height was determined by GEOID03.
 JB0449
 JB0449.The dynamic height is computed by dividing the NAVD 88
 JB0449.geopotential number by the normal gravity value computed on the
 JB0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0449.degrees latitude (g = 980.6199 gals.).
 JB0449
 JB0449.The modeled gravity was interpolated from observed gravity values.
 JB0449
 JB0449;                    North         East    Units  Estimated Accuracy
 JB0449;SPC IL E     -   177,570.      251,430.      MT  (+/- 180 meters Scaled)
 JB0449
 JB0449                          SUPERSEDED SURVEY CONTROL
 JB0449
 JB0449  NGVD 29 (??/??/92)  132.167  (m)          433.62   (f) ADJ UNCH    2 0
 JB0449
 JB0449.Superseded values are not recommended for survey control.
 JB0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0449.See file dsdata.txt to determine how the superseded data were derived.
 JB0449
 JB0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH348369(NAD 83)
 JB0449_MARKER: DZ = AZIMUTH MARK DISK
 JB0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0449_STAMPING: FROG 1961
 JB0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0449+STABILITY: SURFACE MOTION
 JB0449
 JB0449  HISTORY     - Date     Condition        Report By
 JB0449  HISTORY     - 1961     MONUMENTED       CGS
 JB0449  HISTORY     - 1973     GOOD             NGS
 JB0449
 JB0449                          STATION DESCRIPTION
 JB0449
 JB0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0449'4.1 MI SE FROM MT VERNON.
 JB0449'ABOUT 3.55 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0449'HOUSE IN MT. VERNON, THENCE 0.55 MILES EAST ALONG AN OILED ROAD,
 JB0449'AT THE JUNCTION OF A DIRT ROAD SOUTH AT A FARM HOUSE EAST OF
 JB0449'THE ROAD SOUTH, 15 FEET SOUTH OF THE CENTER OF THE ROAD, 16 FEET
 JB0449'WEST OF THE CENTER OF THE ROAD, 1.5 FEET NORTHEAST OF THE FENCE
 JB0449'CORNER, 1.5 FEET NORTH OF A POWER POLE THE FIRST POLE SOUTH OF A
 JB0449'POWER POLE WITH A TRANSFORMER, 2.2 FEET EAST OF A METAL WITNESS
 JB0449'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0449'POST PROJECTING 1 INCH.
 JB0449
 JB0449                          STATION RECOVERY (1973)
 JB0449
 JB0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0453 ***********************************************************************
 JB0453  DESIGNATION -  FROG RESET 1973
 JB0453  PID         -  JB0453
 JB0453  STATE/COUNTY-  IL/JEFFERSON
 JB0453  USGS QUAD   -  MOUNT VERNON (1978)
 JB0453
 JB0453                         *CURRENT SURVEY CONTROL
 JB0453  ___________________________________________________________________
 JB0453* NAD 83(1986)-  38 16 05.     (N)    088 53 17.     (W)     SCALED    
 JB0453* NAVD 88     -       131.55   (meters)     431.6    (feet)  RESET     
 JB0453  ___________________________________________________________________
 JB0453  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 JB0453
 JB0453  VERT ORDER  -  THIRD
 JB0453
 JB0453.The horizontal coordinates were scaled from a topographic map and have
 JB0453.an estimated accuracy of +/- 6 seconds.
 JB0453
 JB0453.The orthometric height was computed from unverified reset data.
 JB0453
 JB0453.The geoid height was determined by GEOID03.
 JB0453
 JB0453;                    North         East    Units  Estimated Accuracy
 JB0453;SPC IL E     -   177,870.      251,460.      MT  (+/- 180 meters Scaled)
 JB0453
 JB0453                          SUPERSEDED SURVEY CONTROL
 JB0453
 JB0453.No superseded survey control is available for this station.
 JB0453
 JB0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH348372(NAD 83)
 JB0453_MARKER: DB = BENCH MARK DISK
 JB0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0453_STAMPING: FROG 1961 1973
 JB0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0453+STABILITY: SURFACE MOTION
 JB0453
 JB0453  HISTORY     - Date     Condition        Report By
 JB0453  HISTORY     - 1973     MONUMENTED       NGS
 JB0453
 JB0453                          STATION DESCRIPTION
 JB0453
 JB0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0453'3.5 MI SE FROM MT VERNON.
 JB0453'ABOUT 3.55 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JB0453'AT MT. VERNON, THENCE EAST ALONG OILED ROAD 0.55 MILE, THENCE
 JB0453'NORTH ALONG OILED ROAD FOR 0.2 MILE TO THE MARK, 12 FEET EAST OF
 JB0453'A FENCE, 64 FEET NORTHWEST OF A 40 INCH OAK TREE, 14 FEET WEST
 JB0453'OF THE CENTERLINE OF TRACK ROAD, 85 FEET NORTH OF THE CENTERLINE
 JB0453'OF A DRIVEWAY, ABOUT 200 FEET NORTHEAST OF A HOUSE AND SET IN THE
 JB0453'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0452 ***********************************************************************
 JB0452  DESIGNATION -  FROG RM 1
 JB0452  PID         -  JB0452
 JB0452  STATE/COUNTY-  IL/JEFFERSON
 JB0452  USGS QUAD   -  MOUNT VERNON (1978)
 JB0452
 JB0452                         *CURRENT SURVEY CONTROL
 JB0452  ___________________________________________________________________
 JB0452* NAD 83(1986)-  38 16 05.     (N)    088 53 17.     (W)     SCALED    
 JB0452* NAVD 88     -       130.524  (meters)     428.23   (feet)  ADJUSTED  
 JB0452  ___________________________________________________________________
 JB0452  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 JB0452  DYNAMIC HT  -         130.440 (meters)     427.95  (feet)  COMP
 JB0452  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 JB0452
 JB0452  VERT ORDER  -  SECOND    CLASS 0
 JB0452
 JB0452.The horizontal coordinates were scaled from a topographic map and have
 JB0452.an estimated accuracy of +/- 6 seconds.
 JB0452
 JB0452.The orthometric height was determined by differential leveling
 JB0452.and adjusted by the National Geodetic Survey in June 1991..
 JB0452
 JB0452.The geoid height was determined by GEOID03.
 JB0452
 JB0452.The dynamic height is computed by dividing the NAVD 88
 JB0452.geopotential number by the normal gravity value computed on the
 JB0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0452.degrees latitude (g = 980.6199 gals.).
 JB0452
 JB0452.The modeled gravity was interpolated from observed gravity values.
 JB0452
 JB0452;                    North         East    Units  Estimated Accuracy
 JB0452;SPC IL E     -   177,870.      251,460.      MT  (+/- 180 meters Scaled)
 JB0452
 JB0452                          SUPERSEDED SURVEY CONTROL
 JB0452
 JB0452  NGVD 29 (??/??/92)  130.632  (m)          428.58   (f) ADJ UNCH    2 0
 JB0452
 JB0452.Superseded values are not recommended for survey control.
 JB0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0452.See file dsdata.txt to determine how the superseded data were derived.
 JB0452
 JB0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH348372(NAD 83)
 JB0452_MARKER: DR = REFERENCE MARK DISK
 JB0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0452_STAMPING: FROG NO 1 1961
 JB0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0452+STABILITY: SURFACE MOTION
 JB0452
 JB0452  HISTORY     - Date     Condition        Report By
 JB0452  HISTORY     - 1961     MONUMENTED       CGS
 JB0452  HISTORY     - 1973     GOOD             NGS
 JB0452
 JB0452                          STATION DESCRIPTION
 JB0452
 JB0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0452'4.3 MI SE FROM MT VERNON.
 JB0452'ABOUT 3.55 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0452'HOUSE IN MT. VERNON, THENCE 0.55 MILES EAST ALONG AN OILED ROAD,
 JB0452'THENCE 0.2 MILES NORTH ALONG A DIRT ROAD, AT A FARM HOUSE WEST OF
 JB0452'THE ROAD, 7 FEET EAST OF THE CENTER OF THE ROAD, 0.5 FEET WEST
 JB0452'OF THE FENCE, 118 FEET NORTH OF A THIRTYSIX INCH TRIANGLE BLAZED
 JB0452'OAK TREE, 69.1 FEET NORTHEAST OF TRAVERSE STATION FROG, 248
 JB0452'FEET NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 57 FEET
 JB0452'NORTHEAST OF A FENCE CORNER, 128.6 FEET NORTHEAST OF A METAL
 JB0452'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 JB0452'CONCRETE POST FLUSH WITH THE GROUND.
 JB0452
 JB0452                          STATION RECOVERY (1973)
 JB0452
 JB0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0450 ***********************************************************************
 JB0450  DESIGNATION -  FROG RM 2
 JB0450  PID         -  JB0450
 JB0450  STATE/COUNTY-  IL/JEFFERSON
 JB0450  USGS QUAD   -  MOUNT VERNON (1978)
 JB0450
 JB0450                         *CURRENT SURVEY CONTROL
 JB0450  ___________________________________________________________________
 JB0450* NAD 83(1986)-  38 16 05.     (N)    088 53 17.     (W)     SCALED    
 JB0450* NAVD 88     -       131.718  (meters)     432.14   (feet)  ADJUSTED  
 JB0450  ___________________________________________________________________
 JB0450  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 JB0450  DYNAMIC HT  -         131.633 (meters)     431.87  (feet)  COMP
 JB0450  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 JB0450
 JB0450  VERT ORDER  -  SECOND    CLASS 0
 JB0450
 JB0450.The horizontal coordinates were scaled from a topographic map and have
 JB0450.an estimated accuracy of +/- 6 seconds.
 JB0450
 JB0450.The orthometric height was determined by differential leveling
 JB0450.and adjusted by the National Geodetic Survey in June 1991..
 JB0450
 JB0450.The geoid height was determined by GEOID03.
 JB0450
 JB0450.The dynamic height is computed by dividing the NAVD 88
 JB0450.geopotential number by the normal gravity value computed on the
 JB0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0450.degrees latitude (g = 980.6199 gals.).
 JB0450
 JB0450.The modeled gravity was interpolated from observed gravity values.
 JB0450
 JB0450;                    North         East    Units  Estimated Accuracy
 JB0450;SPC IL E     -   177,870.      251,460.      MT  (+/- 180 meters Scaled)
 JB0450
 JB0450                          SUPERSEDED SURVEY CONTROL
 JB0450
 JB0450  NGVD 29 (??/??/92)  131.826  (m)          432.50   (f) ADJ UNCH    2 0
 JB0450
 JB0450.Superseded values are not recommended for survey control.
 JB0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0450.See file dsdata.txt to determine how the superseded data were derived.
 JB0450
 JB0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH348372(NAD 83)
 JB0450_MARKER: DR = REFERENCE MARK DISK
 JB0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0450_STAMPING: FROG NO 2 1961
 JB0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0450+STABILITY: SURFACE MOTION
 JB0450
 JB0450  HISTORY     - Date     Condition        Report By
 JB0450  HISTORY     - 1961     MONUMENTED       CGS
 JB0450  HISTORY     - 1973     GOOD             NGS
 JB0450
 JB0450                          STATION DESCRIPTION
 JB0450
 JB0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0450'4.3 MI SE FROM MT VERNON.
 JB0450'ABOUT 3.55 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0450'HOUSE IN MT. VERNON, THENCE 0.55 MILES EAST ALONG AN OILED ROAD,
 JB0450'THENCE 0.2 MILES NORTH ALONG A DIRT ROAD, AT A FARM HOUSE WEST
 JB0450'OF THE ROAD, 23 FEET WEST OF THE CENTER OF THE ROAD, 0.5 FEET
 JB0450'EAST OF THE FENCE, 15 FEET NORTH OF THE FENCE CORNER, 125 FEET
 JB0450'NORTH OF A POWER POLE WITH A TRANSFORMER, 61.4 FEET
 JB0450'SOUTH-SOUTHWEST OF TRAVERSE STATION FROG, 49 FEET WEST OF A
 JB0450'THIRTY SIX INCH TRIANGLE BLAZED OAK TREE, 1.6 FEET SOUTHEAST OF
 JB0450'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 JB0450'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0450
 JB0450                          STATION RECOVERY (1973)
 JB0450
 JB0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1565 ***********************************************************************
 MF1565  DESIGNATION -  FULL
 MF1565  PID         -  MF1565
 MF1565  STATE/COUNTY-  IL/LA SALLE
 MF1565  USGS QUAD   -  MENDOTA EAST (1993)
 MF1565
 MF1565                         *CURRENT SURVEY CONTROL
 MF1565  ___________________________________________________________________
 MF1565* NAD 83(1997)-  41 33 15.61418(N)    089 03 36.41807(W)     ADJUSTED  
 MF1565* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 MF1565  ___________________________________________________________________
 MF1565  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 MF1565  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1565
 MF1565  HORZ ORDER  -  THIRD
 MF1565
 MF1565.The horizontal coordinates were established by classical geodetic methods
 MF1565.and adjusted by the National Geodetic Survey in October 1999..
 MF1565
 MF1565.The orthometric height was scaled from a topographic map.
 MF1565
 MF1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1565
 MF1565.The geoid height was determined by GEOID03.
 MF1565
 MF1565;                    North         East     Units Scale Factor Converg.
 MF1565;SPC IL E     -   542,859.641   239,368.490   MT  1.00002022   -0 28 55.6
 MF1565;SPC IL E     - 1,781,032.01    785,328.12   sFT  1.00002022   -0 28 55.6
 MF1565;SPC IL W     -   543,177.527   792,310.729   MT  1.00004600   +0 44 02.6
 MF1565;SPC IL W     - 1,782,074.94  2,599,439.45   sFT  1.00004600   +0 44 02.6
 MF1565;UTM  16      - 4,602,346.008   328,196.289   MT  0.99996325   -1 22 00.7
 MF1565
 MF1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1565!SPC IL E     -   0.99997084  x   1.00002022  =   0.99999106
 MF1565!SPC IL W     -   0.99997084  x   1.00004600  =   1.00001684
 MF1565!UTM  16      -   0.99997084  x   0.99996325  =   0.99993409
 MF1565
 MF1565|---------------------------------------------------------------------|
 MF1565| PID    Reference Object                     Distance      Geod. Az  |
 MF1565|                                                           dddmmss.s |
 MF1565| CI7437 FULL RM 1                            11.058 METERS 09841     |
 MF1565| CI7438 FULL RM 2                             8.950 METERS 26138     |
 MF1565| MF1560 MENDOTA MUNICIPAL TANK              APPROX. 4.8 KM 2634537.5 |
 MF1565| CI7436 FULL AZ MK                                         2690237.7 |
 MF1565| MF1567 FULL 2 1976 AZ MK                   APPROX. 0.9 KM 2920556.5 |
 MF1565| MF1562 WELLAND MICH WISC PLINE KSD 81      APPROX. 7.1 KM 3323919.7 |
 MF1565|---------------------------------------------------------------------|
 MF1565
 MF1565                          SUPERSEDED SURVEY CONTROL
 MF1565
 MF1565  NAD 83(1997)-  41 33 15.61441(N)    089 03 36.41838(W) AD(       ) 3
 MF1565  NAD 83(1986)-  41 33 15.61971(N)    089 03 36.42424(W) AD(       ) 3
 MF1565  NAD 27      -  41 33 15.50270(N)    089 03 36.12350(W) AD(       ) 3
 MF1565
 MF1565.Superseded values are not recommended for survey control.
 MF1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1565.See file dsdata.txt to determine how the superseded data were derived.
 MF1565
 MF1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2819602346(NAD 83)
 MF1565_MARKER: DS = TRIANGULATION STATION DISK
 MF1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1565
 MF1565  HISTORY     - Date     Condition        Report By
 MF1565  HISTORY     - 1954     MONUMENTED       CGS
 MF1565  HISTORY     - 1972     GOOD             ILHD
 MF1565  HISTORY     - 1975     GOOD             LOCENG
 MF1565  HISTORY     - 1976     GOOD             NGS
 MF1565  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF1565  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1565
 MF1565                          STATION DESCRIPTION
 MF1565
 MF1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1565'STATION IS LOCATED IN THE SOUTHEAST CORNER OF A CULTIVATED
 MF1565'FIELD OWNED BY MR. FERDINAND FULL AND IS ON THE NORTH SIDE OF
 MF1565'U.S. HIGHWAY 34 ABOUT 3 MILES EAST OF MENDOTA.  IT IS 34 FEET
 MF1565'NORTH OF THE CENTER OF HIGHWAY 34, 20 FEET NORTHEAST OF A
 MF1565'TELEPHONE POLE, 5 FEET NORTH OF A WHITE WITNESS POST AND 4
 MF1565'FEET NORTHWEST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE
 MF1565'DISK IS STAMPED FULL 1954.
 MF1565'
 MF1565'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF HIGHWAY
 MF1565'34 AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2
 MF1565'INCHES AND THE DISK IS STAMPED FULL NO 1 1954.
 MF1565'
 MF1565'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 MF1565'9 FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE
 MF1565'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MF1565'FULL NO 2 1954.
 MF1565'
 MF1565'AZIMUTH MARK IS 39 FEET SOUTH OF THE INTERSECTION OF HIGHWAY
 MF1565'34 AND A FARM DRIVEWAY, 2 FEET EAST OF A WHITE WITNESS POST
 MF1565'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 MF1565'AND THE DISK IS STAMPED FULL 1954.
 MF1565'
 MF1565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND
 MF1565'34 IN THE WEST SECTION OF MENDOTA, GO EAST ON HIGHWAY 34 FOR
 MF1565'3.55 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 MF1565'CONTINUE EAST ON HIGHWAY 34 FOR 0.3 MILE TO THE STATION ON
 MF1565'THE LEFT AS DESCRIBED.
 MF1565'
 MF1565'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1565
 MF1565                          STATION RECOVERY (1972)
 MF1565
 MF1565'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (RIL)
 MF1565'FULL 1954-GOOD
 MF1565'
 MF1565'FULL NO 1 AND 2 1954-GOOD
 MF1565'
 MF1565'AZI. FULL 1954-GOOD
 MF1565'
 MF1565'IN DESCRIPTION--FULL 1954, DELETE-5 FEET NORTH OF A WHITE
 MF1565'WITNESS POST, AND AND FULL AZI, 1954, DELETE-2 FEET EAST
 MF1565'OF A WHITE WITNESS POST, AND 1 FOOT NORTH OF A FENCE LINE.
 MF1565
 MF1565                          STATION RECOVERY (1975)
 MF1565
 MF1565'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 MF1565'RECOVERED BY BRIGHTON ENGINEERING CO.
 MF1565'
 MF1565'BRONZE DISK-TRIANGULATION-GOOD
 MF1565'
 MF1565'STATION FULL-LOCATION--SE 1/4 SEC. 25, T36N, R.I.E., 3RD P.M.
 MF1565'
 MF1565'AZIMUTH MARK FULL-LOCATION--NW 1/4 SEC. 36 T36N, R.I.E.,
 MF1565'3RD P.M.
 MF1565
 MF1565                          STATION RECOVERY (1976)
 MF1565
 MF1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MF1565'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 MF1565'THE DISTANCE THE DIRECTION TO REFERENCE MARK 2 CHECKED, AN ERROR
 MF1565'IN REFERENCE MARK 1 WAS FOUND OF 1 MINUTE 43 SECONDS.  THE
 MF1565'DIRECTION TO ALL AZIMUTH OBJECTS CHECKED.  THE STATION MARK,
 MF1565'REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WILL BE DESTROYED
 MF1565'BY HIGHWAY CONSTRUCTION.  ALL MARKS WERE LEFT INTACT.
 MF1565'
 MF1565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 MF1565'MENDOTA.
 MF1565
 MF1565                          STATION RECOVERY (1997)
 MF1565
 MF1565'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1565'MARK NOT FOUND.
 MF1565
 MF1565                          STATION RECOVERY (2002)
 MF1565
 MF1565'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1565'RM 1 AND 2 AND AZIMUTH NOT LOCATED. BELIEVE ALL MARKS DESTROYED BY
 MF1565'HIGHWAY CONSTRUCTION
 MF1565' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1568 ***********************************************************************
 MF1568  DESIGNATION -  FULL 2
 MF1568  PID         -  MF1568
 MF1568  STATE/COUNTY-  IL/LA SALLE
 MF1568  USGS QUAD   -  MENDOTA EAST (1993)
 MF1568
 MF1568                         *CURRENT SURVEY CONTROL
 MF1568  ___________________________________________________________________
 MF1568* NAD 83(1997)-  41 33 41.84473(N)    089 04 11.48725(W)     ADJUSTED  
 MF1568* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 MF1568  ___________________________________________________________________
 MF1568  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 MF1568  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1568
 MF1568  HORZ ORDER  -  SECOND
 MF1568
 MF1568.The horizontal coordinates were established by classical geodetic methods
 MF1568.and adjusted by the National Geodetic Survey in October 1999..
 MF1568
 MF1568.The orthometric height was scaled from a topographic map.
 MF1568
 MF1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1568
 MF1568.The geoid height was determined by GEOID03.
 MF1568
 MF1568;                    North         East     Units Scale Factor Converg.
 MF1568;SPC IL E     -   543,675.760   238,562.711   MT  1.00002143   -0 29 19.1
 MF1568;SPC IL E     - 1,783,709.56    782,684.49   sFT  1.00002143   -0 29 19.1
 MF1568;SPC IL W     -   543,976.378   791,487.788   MT  1.00004414   +0 43 39.7
 MF1568;SPC IL W     - 1,784,695.83  2,596,739.52   sFT  1.00004414   +0 43 39.7
 MF1568;UTM  16      - 4,603,174.427   327,403.253   MT  0.99996661   -1 22 24.7
 MF1568
 MF1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1568!SPC IL E     -   0.99997052  x   1.00002143  =   0.99999195
 MF1568!SPC IL W     -   0.99997052  x   1.00004414  =   1.00001466
 MF1568!UTM  16      -   0.99997052  x   0.99996661  =   0.99993713
 MF1568
 MF1568|---------------------------------------------------------------------|
 MF1568| PID    Reference Object                     Distance      Geod. Az  |
 MF1568|                                                           dddmmss.s |
 MF1568| MF1569 FULL 3                                5.326 METERS 04137     |
 MF1568| CI7439 FULL 2 RM 3                          10.334 METERS 06316     |
 MF1568| CI7441 FULL 3 AZ MK                                       1390917.3 |
 MF1568| MF1567 FULL 2 1976 AZ MK                   482.190 METERS 1791031.5 |
 MF1568| CI7440 FULL 2 RM 4                           7.625 METERS 18611     |
 MF1568| MF1560 MENDOTA MUNICIPAL TANK              APPROX. 4.1 KM 2511759.3 |
 MF1568| MF1564 MENDOTA CALIF PACKING CO TANK       APPROX. 2.5 KM 2555849.8 |
 MF1568| MF1562 WELLAND MICH WISC PLINE KSD 81      APPROX. 6.0 KM 3355933.0 |
 MF1568|---------------------------------------------------------------------|
 MF1568
 MF1568                          SUPERSEDED SURVEY CONTROL
 MF1568
 MF1568  NAD 83(1997)-  41 33 41.84493(N)    089 04 11.48760(W) AD(       ) 2
 MF1568  NAD 83(1986)-  41 33 41.85030(N)    089 04 11.49338(W) AD(       ) 2
 MF1568  NAD 27      -  41 33 41.73393(N)    089 04 11.19122(W) AD(       ) 2
 MF1568
 MF1568.Superseded values are not recommended for survey control.
 MF1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1568.See file dsdata.txt to determine how the superseded data were derived.
 MF1568
 MF1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2740303174(NAD 83)
 MF1568_MARKER: DS = TRIANGULATION STATION DISK
 MF1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1568
 MF1568  HISTORY     - Date     Condition        Report By
 MF1568  HISTORY     - 1976     MONUMENTED       NGS
 MF1568  HISTORY     - 1980     GOOD             NGS
 MF1568  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF1568  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1568
 MF1568                          STATION DESCRIPTION
 MF1568
 MF1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MF1568'THE STATION IS LOCATED ABOUT 3 MILES EAST OF MENDOTA, IN THE
 MF1568'NORTHWEST CORNER OF A CULTIVATED FIELD OWNED BY MR. RAYMOND
 MF1568'FULL.  IT IS 27 FEET EAST OF THE CENTERLINE OF WELLAND ROAD, 26
 MF1568'FEET SOUTH OF CENTERLINE OF FIELD ENTRANCE, 16.8 FEET SOUTH OF
 MF1568'FENCE CORNER, 6.4 FEET NORTHEAST OF A METAL WITNESS POST AND
 MF1568'3.4 FEET EAST OF A FENCE.  THE MARK IS UNDERGROUND 2
 MF1568'INCHES AND THE DISK STAMPED FULL 2 1976.
 MF1568'
 MF1568'REFERENCE MARK 3 IS 59 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MF1568'33 FEET EAST OF THE FENCE CORNER, 11 FEET SOUTH OF THE
 MF1568'CENTERLINE OF THE FIELD ENTRANCE, 1 FOOT SOUTH OF FENCE LINE
 MF1568'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD 3
 MF1568'FOOT ALUMINUM MARK WITH MAGNETS ATTACHED.  THE DISK IS STAMPED
 MF1568'FULL 2 NO 3 1976.
 MF1568'
 MF1568'REFERENCE MARK 4 IS 51 FEET SOUTH OF THE CENTERLINE OF THE FIELD
 MF1568'ENTRANCE ROAD, 42 FEET SOUTH OF THE FENCE CORNER, 24 FEET
 MF1568'EAST OF THE CENTERLINE OF THE ROAD, 0.5 FOOT EAST OF FENCE AND
 MF1568'0.5 FOOT WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 MF1568'3 FOOT ALUMINUM MARK WITH MAGNETS ATTACHED.  THE DISK IS STAMPED
 MF1568'FULL 2 NO 4 1976.
 MF1568'
 MF1568'AZIMUTH MARK IS 90 FEET NORTH OF A POWER POLE, 21 FEET EAST OF THE
 MF1568'CENTERLINE OF WELLAND ROAD, 24 FEET SOUTH OF THE EXTENDED DRIVEWAY,
 MF1568'3 FEET NORTHEAST OF A FENCE CORNER, 3 FEET EAST OF A FENCE AND
 MF1568'A METAL WITNESS POST AND 2.2 FEET NORTH OF A FENCE.  THE MARK IS
 MF1568'UNDERGROUND 2 INCHES AND THE DISK IS STAMPED FULL 2 1976.
 MF1568'
 MF1568'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 51
 MF1568'IN THE WEST EDGE OF MENDOTA, GO EAST ON HIGHWAY 34 FOR 3.35
 MF1568'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON WELLAND
 MF1568'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MF1568'CONTINUE NORTH ON THE ROAD FOR 0.3 MILE TO THE STATION ON THE
 MF1568'RIGHT AS DESCRIBED.
 MF1568'
 MF1568'NEAREST TOWN--MENDOTA.
 MF1568
 MF1568                          STATION RECOVERY (1980)
 MF1568
 MF1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MF1568'STATION MARK, RM 4 AND THE AZIMUTH MARK WERE IN WAY OF ROAD WIDENING
 MF1568'AND WOULD BE DESTROYED.  THE MARKS WERE FOUND IN GOOD
 MF1568'CONDITION.  THERE WAS NO INFORMATION ON THE 1976 STATION.
 MF1568'
 MF1568'AFTER THE STATION FULL 3 WAS ESTABLISHED THE STATION SURFACE MARK,
 MF1568'RM 4 AND THE 1976 AZI MK WERE DESTROYED AS PER HIGHWAY OFFICIALS
 MF1568'REQUEST.
 MF1568'
 MF1568'FOR FURTHER INFORMATION SEE DESCRIPTION FULL 3 1980.
 MF1568
 MF1568                          STATION RECOVERY (1997)
 MF1568
 MF1568'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1568'MARK NOT FOUND.
 MF1568
 MF1568                          STATION RECOVERY (2002)
 MF1568
 MF1568'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1568'RM 3 AND 4 AND THE AZIMUTH WERE NOT LOCATED. BELIEVE ALL DESTROYED BY
 MF1568'HIGHWAY CONSTRUCTION.
 MF1568' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1567 ***********************************************************************
 MF1567  DESIGNATION -  FULL 2 1976 AZ MK
 MF1567  PID         -  MF1567
 MF1567  STATE/COUNTY-  IL/LA SALLE
 MF1567  USGS QUAD   -  MENDOTA EAST (1993)
 MF1567
 MF1567                         *CURRENT SURVEY CONTROL
 MF1567  ___________________________________________________________________
 MF1567* NAD 83(1997)-  41 33 26.21686(N)    089 04 11.18779(W)     ADJUSTED  
 MF1567* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 MF1567  ___________________________________________________________________
 MF1567  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 MF1567  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1567
 MF1567  HORZ ORDER  -  THIRD
 MF1567
 MF1567.The horizontal coordinates were established by classical geodetic methods
 MF1567.and adjusted by the National Geodetic Survey in October 1999..
 MF1567
 MF1567.The orthometric height was scaled from a topographic map.
 MF1567
 MF1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1567
 MF1567.The geoid height was determined by GEOID03.
 MF1567
 MF1567;                    North         East     Units Scale Factor Converg.
 MF1567;SPC IL E     -   543,193.567   238,565.538   MT  1.00002143   -0 29 18.8
 MF1567;SPC IL E     - 1,782,127.56    782,693.77   sFT  1.00002143   -0 29 18.8
 MF1567;SPC IL W     -   543,494.343   791,500.851   MT  1.00004417   +0 43 39.7
 MF1567;SPC IL W     - 1,783,114.36  2,596,782.38   sFT  1.00004417   +0 43 39.7
 MF1567;UTM  16      - 4,602,692.275   327,398.634   MT  0.99996663   -1 22 24.1
 MF1567
 MF1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1567!SPC IL E     -   0.99997068  x   1.00002143  =   0.99999211
 MF1567!SPC IL W     -   0.99997068  x   1.00004417  =   1.00001485
 MF1567!UTM  16      -   0.99997068  x   0.99996663  =   0.99993731
 MF1567
 MF1567:                Primary Azimuth Mark                     Grid Az
 MF1567:SPC IL E     -  FULL 2                                   359 39 50.5
 MF1567:SPC IL W     -  FULL 2                                   358 26 52.0
 MF1567:UTM  16      -  FULL 2                                   000 32 55.8
 MF1567
 MF1567|---------------------------------------------------------------------|
 MF1567| PID    Reference Object                     Distance      Geod. Az  |
 MF1567|                                                           dddmmss.s |
 MF1567| MF1568 FULL 2                              482.190 METERS 3591031.7 |
 MF1567| MF1569 FULL 3                              486.134 METERS 3593556.7 |
 MF1567|---------------------------------------------------------------------|
 MF1567
 MF1567                          SUPERSEDED SURVEY CONTROL
 MF1567
 MF1567  NAD 83(1997)-  41 33 26.21706(N)    089 04 11.18812(W) AD(       ) 3
 MF1567  NAD 83(1986)-  41 33 26.22238(N)    089 04 11.19394(W) AD(       ) 3
 MF1567  NAD 27      -  41 33 26.10573(N)    089 04 10.89201(W) AD(       ) 3
 MF1567
 MF1567.Superseded values are not recommended for survey control.
 MF1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1567.See file dsdata.txt to determine how the superseded data were derived.
 MF1567
 MF1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2739902692(NAD 83)
 MF1567_MARKER: DZ = AZIMUTH MARK DISK
 MF1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1567+STABILITY: SURFACE MOTION
 MF1567
 MF1567  HISTORY     - Date     Condition        Report By
 MF1567  HISTORY     - 1976     MONUMENTED       NGS
 MF1567  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF1567  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1567
 MF1567                          STATION DESCRIPTION
 MF1567
 MF1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MF1567'AZIMUTH MARK IS 90 FEET NORTH OF A POWER POLE, 21 FEET EAST OF THE
 MF1567'CENTERLINE OF WELLAND ROAD, 24 FEET SOUTH OF THE EXTENDED
 MF1567'DRIVEWAY, 3 FEET NORTHEAST OF A FENCE CORNER, 3 FEET EAST OF A
 MF1567'FENCE AND A METAL WITNESS POST AND 2.2 FEET NORTH OF A FENCE.  THE
 MF1567'MARK IS UNDERGROUND 2 INCHES AND THE DISK IS STAMPED FULL 2
 MF1567'1976.
 MF1567'
 MF1567'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 51
 MF1567'IN THE WEST EDGE OF MENDOTA, GO EAST ON HIGHWAY 34 FOR 3.35
 MF1567'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON WELLAND ROAD
 MF1567'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MF1567'
 MF1567'NEAREST TOWN--MENDOTA.
 MF1567
 MF1567                          STATION RECOVERY (1997)
 MF1567
 MF1567'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1567'MARK NOT FOUND.
 MF1567
 MF1567                          STATION RECOVERY (2002)
 MF1567
 MF1567'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1567' 
 MF1567' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1569 ***********************************************************************
 MF1569  DESIGNATION -  FULL 3
 MF1569  PID         -  MF1569
 MF1569  STATE/COUNTY-  IL/LA SALLE
 MF1569  USGS QUAD   -  MENDOTA EAST (1993)
 MF1569
 MF1569                         *CURRENT SURVEY CONTROL
 MF1569  ___________________________________________________________________
 MF1569* NAD 83(1997)-  41 33 41.97379(N)    089 04 11.33459(W)     ADJUSTED  
 MF1569* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 MF1569  ___________________________________________________________________
 MF1569  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 MF1569  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1569
 MF1569  HORZ ORDER  -  THIRD
 MF1569
 MF1569.The horizontal coordinates were established by classical geodetic methods
 MF1569.and adjusted by the National Geodetic Survey in October 1999..
 MF1569.No horizontal observational check was made to the station.
 MF1569
 MF1569.The orthometric height was scaled from a topographic map.
 MF1569
 MF1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1569
 MF1569.The geoid height was determined by GEOID03.
 MF1569
 MF1569;                    North         East     Units Scale Factor Converg.
 MF1569;SPC IL E     -   543,679.711   238,566.282   MT  1.00002143   -0 29 19.0
 MF1569;SPC IL E     - 1,783,722.52    782,696.21   sFT  1.00002143   -0 29 19.0
 MF1569;SPC IL W     -   543,980.405   791,491.275   MT  1.00004415   +0 43 39.8
 MF1569;SPC IL W     - 1,784,709.05  2,596,750.96   sFT  1.00004415   +0 43 39.8
 MF1569;UTM  16      - 4,603,178.323   327,406.885   MT  0.99996659   -1 22 24.6
 MF1569
 MF1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1569!SPC IL E     -   0.99997052  x   1.00002143  =   0.99999195
 MF1569!SPC IL W     -   0.99997052  x   1.00004415  =   1.00001467
 MF1569!UTM  16      -   0.99997052  x   0.99996659  =   0.99993711
 MF1569
 MF1569|---------------------------------------------------------------------|
 MF1569| PID    Reference Object                     Distance      Geod. Az  |
 MF1569|                                                           dddmmss.s |
 MF1569| CI7439 FULL 2 RM 3                           5.728 METERS 08322     |
 MF1569| CI7441 FULL 3 AZ MK                                       1392617.0 |
 MF1569| MF1567 FULL 2 1976 AZ MK                   486.134 METERS 1793556.6 |
 MF1569| CI7442 FULL 3 RM 5                           3.151 METERS 18015     |
 MF1569| MF1568 FULL 2                                5.326 METERS 22137     |
 MF1569|---------------------------------------------------------------------|
 MF1569
 MF1569                          SUPERSEDED SURVEY CONTROL
 MF1569
 MF1569  NAD 83(1997)-  41 33 41.97399(N)    089 04 11.33494(W) AD(       ) 3
 MF1569  NAD 83(1986)-  41 33 41.97925(N)    089 04 11.34084(W) AD(       ) 3
 MF1569  NAD 27      -  41 33 41.86288(N)    089 04 11.03856(W) AD(       ) 3
 MF1569
 MF1569.Superseded values are not recommended for survey control.
 MF1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1569.See file dsdata.txt to determine how the superseded data were derived.
 MF1569
 MF1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2740703178(NAD 83)
 MF1569_MARKER: DS = TRIANGULATION STATION DISK
 MF1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1569_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MF1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1569+STABILITY: SURFACE MOTION
 MF1569
 MF1569  HISTORY     - Date     Condition        Report By
 MF1569  HISTORY     - 1980     MONUMENTED       NGS
 MF1569  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF1569  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1569
 MF1569                          STATION DESCRIPTION
 MF1569
 MF1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MF1569'STATION IS LOCATED ABOUT 3 MILES E OF MENDOTA, IN THE NW CORNER OF A
 MF1569'CULTIVATED FIELD ON THE E SIDE OF WELL AND ROAD AND ON PROPERTY OF A
 MF1569'MR F. FULL WHO LIVES ABOUT 0.25 MILE SE OF STATION.
 MF1569'
 MF1569'TO REACH STATION FROM THE POST OFFICE IN MENDOTA, GO E ON
 MF1569'U.S. HIGHWAY 34 FOR 3.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 MF1569'AND GO N ON WELLAND ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 MF1569'
 MF1569'STATION MARKS ARE STANDARD DISKS, STAMPED FULL 3 1980.  THE SURFACE
 MF1569'MARK IS 37 FT E OF CENTER LINE OF WELLAND ROAD, 19 FT SW OF A
 MF1569'METAL WITNESS POST, 3 FT S OF FENCE LINE AND 1 FT S OF A METAL WITNESS
 MF1569'POST.  THE MARK IS FLUSH WITH THE GROUND SURFACE.
 MF1569'
 MF1569'REFERENCE MARK 3 IS AN STANDARD 3 FT ALUMINUM MARK WITH 3 MAGNETS
 MF1569'ATTACHED AND PROJECTS 2 INCHES, STAMPED FULL 2 NO 3 1976.  THE MARK
 MF1569'SET IN CEMENT.  IT IS 55 FT E OF CENTER LINE OF WELLAND ROAD, 1 FT S
 MF1569'OF FENCE AND 1 FT W OF A METAL WITNESS POST.
 MF1569'
 MF1569'REFERENCE MARK 5 IS AN STANDARD 3 FT ALUMINUM MARK WITH 3 MAGNETS
 MF1569'ATTACHED AND PROJECTS 3 INCHES, STAMPED FULL 3 NO 5 1980.  IT IS 37 FT
 MF1569'E OF CENTER LINE OF WELLAND ROAD, 13 FT S OF FENCE LINE AND 1 FT N OF
 MF1569'A METAL WITNESS POST.
 MF1569'
 MF1569'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 MF1569'CONCRETE PORTION OF THE N HEADWALL AND NEAR THE W END OF BRIDGE OF
 MF1569'U.S. HIGHWAY 34 THAT SPANS HIGHWAY 412, STAMPED FULL 3 1980.  34 FT N
 MF1569'OF THE CENTER LINE OF HIGHWAY 34 AND 2.5 FT E OF THE W END OF THE
 MF1569'N HEADWALL.
 MF1569'
 MF1569'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON WELLAND ROAD FOR
 MF1569'0.55 MILE TO U.S. HIGHWAY 34.  GO E ON HIGHWAY 34 FOR 0.45 MILE TO
 MF1569'THE BRIDGE AND THE MARK ON THE N SIDE OF BRIDGE SPAN.
 MF1569
 MF1569                          STATION RECOVERY (1997)
 MF1569
 MF1569'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1569'MARK NOT FOUND.
 MF1569
 MF1569                          STATION RECOVERY (2002)
 MF1569
 MF1569'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1569'RM 3 AND 5 AND THE AZIMUTH WERE NOT LOCATED
 MF1569' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0882 ***********************************************************************
 NH0882  DESIGNATION -  FULTON
 NH0882  PID         -  NH0882
 NH0882  STATE/COUNTY-  IL/OGLE
 NH0882  USGS QUAD   -  KINGS (1993)
 NH0882
 NH0882                         *CURRENT SURVEY CONTROL
 NH0882  ___________________________________________________________________
 NH0882* NAD 83(1997)-  42 06 25.63222(N)    089 05 28.91339(W)     ADJUSTED  
 NH0882* NAVD 88     -       240.745  (meters)     789.84   (feet)  POSTED    
 NH0882  ___________________________________________________________________
 NH0882  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 NH0882  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NH0882  DYNAMIC HT  -         240.660 (meters)     789.57  (feet)  COMP
 NH0882  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 NH0882
 NH0882  HORZ ORDER  -  SECOND
 NH0882  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NH0882
 NH0882.The horizontal coordinates were established by classical geodetic methods
 NH0882.and adjusted by the National Geodetic Survey in October 1999..
 NH0882
 NH0882.The orthometric height was determined by differential leveling
 NH0882.and adjusted by the National Geodetic Survey in 1992..
 NH0882.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NH0882.rate of 1.1 thru 2.0 mm/km.
 NH0882
 NH0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0882
 NH0882.The geoid height was determined by GEOID03.
 NH0882
 NH0882.The dynamic height is computed by dividing the NAVD 88
 NH0882.geopotential number by the normal gravity value computed on the
 NH0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0882.degrees latitude (g = 980.6199 gals.).
 NH0882
 NH0882.The modeled gravity was interpolated from observed gravity values.
 NH0882
 NH0882;                    North         East     Units Scale Factor Converg.
 NH0882;SPC IL W     -   604,539.786   788,935.308   MT  1.00003847   +0 43 15.8
 NH0882;SPC IL W     - 1,983,394.28  2,588,365.26   sFT  1.00003847   +0 43 15.8
 NH0882;SPC IL E     -   604,278.702   237,303.334   MT  1.00002335   -0 30 29.8
 NH0882;SPC IL E     - 1,982,537.71    778,552.69   sFT  1.00002335   -0 30 29.8
 NH0882;UTM  16      - 4,663,786.276   327,084.987   MT  0.99996791   -1 24 09.5
 NH0882
 NH0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0882!SPC IL W     -   0.99996743  x   1.00003847  =   1.00000590
 NH0882!SPC IL E     -   0.99996743  x   1.00002335  =   0.99999078
 NH0882!UTM  16      -   0.99996743  x   0.99996791  =   0.99993534
 NH0882
 NH0882:                Primary Azimuth Mark                     Grid Az
 NH0882:SPC IL W     -  FRANKLIN                                 001 02 18.3
 NH0882:SPC IL E     -  FRANKLIN                                 002 16 03.9
 NH0882:UTM  16      -  FRANKLIN                                 003 09 43.6
 NH0882
 NH0882|---------------------------------------------------------------------|
 NH0882| PID    Reference Object                     Distance      Geod. Az  |
 NH0882|                                                           dddmmss.s |
 NH0882| NH0622 FRANKLIN                            APPROX. 0.7 KM 0014534.1 |
 NH0882| NH0883 FULTON RM                            24.730 METERS 12133     |
 NH0882|---------------------------------------------------------------------|
 NH0882
 NH0882                          SUPERSEDED SURVEY CONTROL
 NH0882
 NH0882  NAD 83(1997)-  42 06 25.63277(N)    089 05 28.91528(W) AD(       ) 2
 NH0882  NAD 83(1986)-  42 06 25.63042(N)    089 05 28.92287(W) AD(       ) 2
 NH0882  NAD 27      -  42 06 25.54070(N)    089 05 28.54430(W) AD(       ) 2
 NH0882
 NH0882.Superseded values are not recommended for survey control.
 NH0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0882.See file dsdata.txt to determine how the superseded data were derived.
 NH0882
 NH0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2708563786(NAD 83)
 NH0882_MARKER: DS = TRIANGULATION STATION DISK
 NH0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0882+STABILITY: SURFACE MOTION
 NH0882
 NH0882  HISTORY     - Date     Condition        Report By
 NH0882  HISTORY     - 1920     MONUMENTED       CGS
 NH0882  HISTORY     - 1952     SEE DESCRIPTION  CBQRR
 NH0882  HISTORY     - 1954     GOOD             CGS
 NH0882  HISTORY     - 1972     MARK NOT FOUND   NGS
 NH0882  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0882  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 NH0882  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0882
 NH0882                          STATION DESCRIPTION
 NH0882
 NH0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0882'STATION IS ABOUT 3/8 MILE N OF DAVIS JUNCTION, ON THE E SIDE
 NH0882'OF THE MAIN TRACK OF THE CHICAGO, BURLINGTON AND QUINCY
 NH0882'RAILROAD, 7 YARDS N OF A WAGON-ROAD CROSSING, 325 YARDS SE
 NH0882'OF C.J. RICHARDSONS BRICK SILO, AND 1.36 METERS (4.46 FEET)
 NH0882'E OF THE E AND NEAREST RAIL OF THE MAIN TRACK.  THE SURFACE,
 NH0882'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 NH0882'SET IN CONCRETE.  THE
 NH0882'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 NH0882'FENCE LINE, 24.73 METERS (81.14 FEET) FROM THE STATION,
 NH0882'S 58 DEG 27 MIN E.  THE SATION MARK IS 0.234 METERS (0.768 FEET)
 NH0882'ABOVE THE REFERENCE MARK.
 NH0882
 NH0882                          STATION RECOVERY (1952)
 NH0882
 NH0882'RECOVERY NOTE BY BURLINGTON RAILROAD 1952 (FXF)
 NH0882'STATION DESTROYED.  WAGON ROAD CROSSING REMOVED.  TRACK DITCH
 NH0882'BY JORDAN DITCHER UPROOTED BOTH STATION AND REFERENCE MARKS.
 NH0882'ONE CONCRETE BLOCK FOUND AT E LINE OF RAILROADS.
 NH0882
 NH0882                          STATION RECOVERY (1954)
 NH0882
 NH0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0882'STATION RECOVERED AS DESCRIBED IN THE 1920 DESCRIPTION EXCEPT
 NH0882'FOR THE FOLLOWING CHANGES--
 NH0882'
 NH0882'THE ROAD, 7 YD. S OF THE STATION, NO LONGER EXISTS.
 NH0882'
 NH0882'THE REFERENCE MARK HAS BEEN DESTROYED, THE CONCRETE WAS FOUND
 NH0882'NEAR THE FENCE LINE WITHOUT A DISK.
 NH0882'
 NH0882'TO REACH THE STATION FROM THE RAILROAD CROSSING AT DAVIS
 NH0882'JUNCTION, ON STATE HIGHWAY 72, GO N ALONG THE E SIDE OF THE
 NH0882'TRACKS TO THE END OF THE ROAD AT THE RAILROAD WORKSHOP, THEN
 NH0882'WALK N ALONG THE TRACK FOR ABOUT 1/4 MI. TO THE POINT WHERE A
 NH0882'POWERLINE CROSSES THE TRACKS.  STATION MARK IS 19.14 FT.
 NH0882'N OF THE CENTER OF THIS POLE LINE, 4.5 FT. E OF THE CENTER
 NH0882'OF THE E RAIL OF THE MAIN LINE TRACK, 2-1/2 IN. UNDERGROUND,
 NH0882'AND ALONG THE E LINE OF THE GRAVEL BALLAST.
 NH0882
 NH0882                          STATION RECOVERY (1972)
 NH0882
 NH0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DLW)
 NH0882'STATION WAS SEARCHED FOR BUT NOT FOUND.
 NH0882'
 NH0882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/8 MILE
 NH0882'N OF DAVIS JUNCTION.
 NH0882
 NH0882                          STATION RECOVERY (1996)
 NH0882
 NH0882'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0882'MARK NOT FOUND.
 NH0882
 NH0882                          STATION RECOVERY (2001)
 NH0882
 NH0882'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0882'MARK NOT FOUND.
 NH0882
 NH0882                          STATION RECOVERY (2004)
 NH0882
 NH0882'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1410 ***********************************************************************
 KA1410  DESIGNATION -  FUNK
 KA1410  PID         -  KA1410
 KA1410  STATE/COUNTY-  IL/CLARK
 KA1410  USGS QUAD   -  CLARK CENTER (1984)
 KA1410
 KA1410                         *CURRENT SURVEY CONTROL
 KA1410  ___________________________________________________________________
 KA1410* NAD 83(1997)-  39 20 46.74054(N)    087 52 20.40594(W)     ADJUSTED  
 KA1410* NAVD 88     -       186.171  (meters)     610.80   (feet)  ADJUSTED  
 KA1410  ___________________________________________________________________
 KA1410  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 KA1410  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KA1410  DYNAMIC HT  -         186.063 (meters)     610.44  (feet)  COMP
 KA1410  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 KA1410
 KA1410  HORZ ORDER  -  SECOND
 KA1410  VERT ORDER  -  SECOND    CLASS 0
 KA1410
 KA1410.The horizontal coordinates were established by classical geodetic methods
 KA1410.and adjusted by the National Geodetic Survey in October 1999..
 KA1410
 KA1410.The orthometric height was determined by differential leveling
 KA1410.and adjusted by the National Geodetic Survey in June 1991..
 KA1410
 KA1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1410
 KA1410.The geoid height was determined by GEOID03.
 KA1410
 KA1410.The dynamic height is computed by dividing the NAVD 88
 KA1410.geopotential number by the normal gravity value computed on the
 KA1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1410.degrees latitude (g = 980.6199 gals.).
 KA1410
 KA1410.The modeled gravity was interpolated from observed gravity values.
 KA1410
 KA1410;                    North         East     Units Scale Factor Converg.
 KA1410;SPC IL E     -   297,526.112   339,738.317   MT  0.99999444   +0 17 32.2
 KA1410;SPC IL E     -   976,133.59  1,114,624.80   sFT  0.99999444   +0 17 32.2
 KA1410;UTM  16      - 4,355,571.684   424,832.018   MT  0.99966957   -0 33 11.1
 KA1410
 KA1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1410!SPC IL E     -   0.99997582  x   0.99999444  =   0.99997026
 KA1410!UTM  16      -   0.99997582  x   0.99966957  =   0.99964540
 KA1410
 KA1410|---------------------------------------------------------------------|
 KA1410| PID    Reference Object                     Distance      Geod. Az  |
 KA1410|                                                           dddmmss.s |
 KA1410| KA1412 FUNK RM 1                            22.288 METERS 21200     |
 KA1410| KA1887 MARTINSVILLE MUNICIPAL TANK         APPROX. 1.7 KM 2203706.5 |
 KA1410| KA1886 MARTINSVILLE OHIO OIL MICROWAV      APPROX. 3.1 KM 2304844.4 |
 KA1410| KA1891 CASEY MUNICIPAL TANK                APPROX.11.1 KM 2405048.4 |
 KA1410| KA1889 CASEY CTN TELEPHONE RAD TWR         APPROX.11.6 KM 2430740.3 |
 KA1410| KB1188 CASEY CIPS MICROWAVE MAST           APPROX.12.1 KM 2585804.6 |
 KA1410| KA1411 FUNK RM 2                            19.944 METERS 32018     |
 KA1410| CM3533 FUNK AZ MK                                         3572043.9 |
 KA1410|---------------------------------------------------------------------|
 KA1410
 KA1410                          SUPERSEDED SURVEY CONTROL
 KA1410
 KA1410  NAD 83(1997)-  39 20 46.74058(N)    087 52 20.40399(W) AD(       ) 2
 KA1410  NAD 83(1986)-  39 20 46.74847(N)    087 52 20.39994(W) AD(       ) 2
 KA1410  NAD 27      -  39 20 46.61740(N)    087 52 20.28880(W) AD(       ) 2
 KA1410  NGVD 29 (??/??/92)  186.242  (m)          611.03   (f) ADJ UNCH    2 0
 KA1410
 KA1410.Superseded values are not recommended for survey control.
 KA1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1410.See file dsdata.txt to determine how the superseded data were derived.
 KA1410
 KA1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2483255572(NAD 83)
 KA1410_MARKER: DS = TRIANGULATION STATION DISK
 KA1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1410_STAMPING: FUNK 1959
 KA1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1410+STABILITY: SURFACE MOTION
 KA1410
 KA1410  HISTORY     - Date     Condition        Report By
 KA1410  HISTORY     - 1959     MONUMENTED       CGS
 KA1410  HISTORY     - 1959     GOOD             CGS
 KA1410  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KA1410
 KA1410                          STATION DESCRIPTION
 KA1410
 KA1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1410'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF MARTINSVILLE AND
 KA1410'ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 40.
 KA1410'
 KA1410'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND CLEONE
 KA1410'ROAD AT THE NORTHEAST EDGE OF MARTINSVILLE, GO EAST ON U.S.
 KA1410'HIGHWAY 40 FOR 0.5 MILE TO A CROSSROAD, TURN LEFT, NORTH, ON GRAVEL
 KA1410'ROAD FOR 0.1 MILE TO A FENCE CORNER AND THE STATION ON THE RIGHT.
 KA1410'
 KA1410'STATION MARK, A STANDARD DISK STAMPED FUNK 1959, IS SET IN A 14 INCH
 KA1410'SQUARE CONCRETE POST WHICH IS 24 INCHES BELOW THE SURFACE OF
 KA1410'THE GROUND. THE MARK IS 23 FEET EAST OF THE APPROXIMATE CENTER OF THE
 KA1410'GRAVEL ROAD, 11 FEET SOUTHEAST OF A FENCE CORNER AND 10.2 FEET
 KA1410'SOUTHEAST OF A WITNESS POST.
 KA1410'
 KA1410'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED FUNK NO 1 1959, IS
 KA1410'SET IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KA1410'SURFACE OF THE GROUND. THE MARK IS 59 FEET SOUTH OF A TELEPHONE POLE,
 KA1410'16 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD AND 1
 KA1410'FOOT EAST OF THE APPROXIMATE EDGE OF FIELD LINE.
 KA1410'
 KA1410'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED FUNK NO 2 1959, IS
 KA1410'SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 KA1410'INCHES. THE MARK IS 18 FEET WEST OF THE APPROXIMATE CENTER OF THE
 KA1410'GRAVEL ROAD AND 14.5 FEET NORTH OF A TELEPHONE POLE.
 KA1410'
 KA1410'AZIMUTH MARK, A STANDARD DISK STAMPED FUNK 1959, IS SET IN A 10 INCH
 KA1410'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK IS 16
 KA1410'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 12 FEET SOUTH
 KA1410'OF A FENCE CORNER, 11 FEET SOUTH OF A TELEPHONE POLE, 2 FEET
 KA1410'SOUTHEAST OF A WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 KA1410'
 KA1410'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 KA1410'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KA1410'
 KA1410'HEIGHT OF LIGHT ABOVE STATION MARK 26.63 METERS.
 KA1410
 KA1410                          STATION RECOVERY (1959)
 KA1410
 KA1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KA1410'0.6 MI NE FROM MARTINSVILLE.
 KA1410'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1410'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.1 MILE NORTH
 KA1410'ALONG A GRAVEL ROAD, AT AN EAST-WEST FENCE LINE EAST OF THE ROAD,
 KA1410'27 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET SOUTH OF
 KA1410'A FENCE, 41 FEET EAST AND ACROSS THE ROAD FROM A TELEPHONE POLE,
 KA1410'144 FEET NORTH OF A LONE 30-INCH ELM TREE, ABOUT 2 FEET ABOVE THE
 KA1410'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST 18 INCHES
 KA1410'UNDERGROUND, 10.3 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 KA1410
 KA1410                          STATION RECOVERY (1995)
 KA1410
 KA1410'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1412 ***********************************************************************
 KA1412  DESIGNATION -  FUNK RM 1
 KA1412  PID         -  KA1412
 KA1412  STATE/COUNTY-  IL/CLARK
 KA1412  USGS QUAD   -  CLARK CENTER (1984)
 KA1412
 KA1412                         *CURRENT SURVEY CONTROL
 KA1412  ___________________________________________________________________
 KA1412* NAD 83(1986)-  39 20 46.     (N)    087 52 20.     (W)     SCALED    
 KA1412* NAVD 88     -       186.868  (meters)     613.08   (feet)  ADJUSTED  
 KA1412  ___________________________________________________________________
 KA1412  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KA1412  DYNAMIC HT  -         186.761 (meters)     612.73  (feet)  COMP
 KA1412  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 KA1412
 KA1412  VERT ORDER  -  SECOND    CLASS 0
 KA1412
 KA1412.The horizontal coordinates were scaled from a topographic map and have
 KA1412.an estimated accuracy of +/- 6 seconds.
 KA1412
 KA1412.The orthometric height was determined by differential leveling
 KA1412.and adjusted by the National Geodetic Survey in June 1991..
 KA1412
 KA1412.The geoid height was determined by GEOID03.
 KA1412
 KA1412.The dynamic height is computed by dividing the NAVD 88
 KA1412.geopotential number by the normal gravity value computed on the
 KA1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1412.degrees latitude (g = 980.6199 gals.).
 KA1412
 KA1412.The modeled gravity was interpolated from observed gravity values.
 KA1412
 KA1412;                    North         East    Units  Estimated Accuracy
 KA1412;SPC IL E     -   297,500.      339,750.      MT  (+/- 180 meters Scaled)
 KA1412
 KA1412                          SUPERSEDED SURVEY CONTROL
 KA1412
 KA1412  NGVD 29 (??/??/92)  186.940  (m)          613.32   (f) ADJ UNCH    2 0
 KA1412
 KA1412.Superseded values are not recommended for survey control.
 KA1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1412.See file dsdata.txt to determine how the superseded data were derived.
 KA1412
 KA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ248555(NAD 83)
 KA1412_MARKER: DR = REFERENCE MARK DISK
 KA1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1412_STAMPING: FUNK NO 1 1959
 KA1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1412+STABILITY: SURFACE MOTION
 KA1412
 KA1412  HISTORY     - Date     Condition        Report By
 KA1412  HISTORY     - 1959     MONUMENTED       CGS
 KA1412  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KA1412
 KA1412                          STATION DESCRIPTION
 KA1412
 KA1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1412'0.6 MI NE FROM MARTINSVILLE.
 KA1412'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1412'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.1 MILE NORTH
 KA1412'ALONG A GRAVEL ROAD, AT AN EAST-WEST FENCE LINE EAST OF THE ROAD,
 KA1412'17 FEET WEST OF THE CENTER LINE OF THE ROAD, 71 FEET SOUTH OF THE
 KA1412'EXTENDED EAST-WEST FENCE LINE, 59 FEET SOUTH OF A TELEPHONE POLE,
 KA1412'91 FEET NORTH-NORTHWEST OF A LONE 30-INCH ELM TREE, 85 FEET SOUTH
 KA1412'OF THE CENTER OF AN ENTRANCE TO A FIELD WEST OF THE ROAD, 73.4 FEET
 KA1412'SOUTH-SOUTHWEST OF TRIANGULATION STATION FUNK, 78.3 FEET
 KA1412'SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 KA1412'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA1412
 KA1412                          STATION RECOVERY (1995)
 KA1412
 KA1412'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1411 ***********************************************************************
 KA1411  DESIGNATION -  FUNK RM 2
 KA1411  PID         -  KA1411
 KA1411  STATE/COUNTY-  IL/CLARK
 KA1411  USGS QUAD   -  CLARK CENTER (1984)
 KA1411
 KA1411                         *CURRENT SURVEY CONTROL
 KA1411  ___________________________________________________________________
 KA1411* NAD 83(1986)-  39 20 46.     (N)    087 52 20.     (W)     SCALED    
 KA1411* NAVD 88     -       186.093  (meters)     610.54   (feet)  ADJUSTED  
 KA1411  ___________________________________________________________________
 KA1411  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KA1411  DYNAMIC HT  -         185.986 (meters)     610.19  (feet)  COMP
 KA1411  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 KA1411
 KA1411  VERT ORDER  -  SECOND    CLASS 0
 KA1411
 KA1411.The horizontal coordinates were scaled from a topographic map and have
 KA1411.an estimated accuracy of +/- 6 seconds.
 KA1411
 KA1411.The orthometric height was determined by differential leveling
 KA1411.and adjusted by the National Geodetic Survey in June 1991..
 KA1411
 KA1411.The geoid height was determined by GEOID03.
 KA1411
 KA1411.The dynamic height is computed by dividing the NAVD 88
 KA1411.geopotential number by the normal gravity value computed on the
 KA1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1411.degrees latitude (g = 980.6199 gals.).
 KA1411
 KA1411.The modeled gravity was interpolated from observed gravity values.
 KA1411
 KA1411;                    North         East    Units  Estimated Accuracy
 KA1411;SPC IL E     -   297,500.      339,750.      MT  (+/- 180 meters Scaled)
 KA1411
 KA1411                          SUPERSEDED SURVEY CONTROL
 KA1411
 KA1411  NGVD 29 (??/??/92)  186.165  (m)          610.78   (f) ADJ UNCH    2 0
 KA1411
 KA1411.Superseded values are not recommended for survey control.
 KA1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1411.See file dsdata.txt to determine how the superseded data were derived.
 KA1411
 KA1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ248555(NAD 83)
 KA1411_MARKER: DR = REFERENCE MARK DISK
 KA1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1411_STAMPING: FUNK NO 2 1959
 KA1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1411+STABILITY: SURFACE MOTION
 KA1411
 KA1411  HISTORY     - Date     Condition        Report By
 KA1411  HISTORY     - 1959     MONUMENTED       CGS
 KA1411  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KA1411
 KA1411                          STATION DESCRIPTION
 KA1411
 KA1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1411'0.6 MI NE FROM MARTINSVILLE.
 KA1411'0.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1411'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.1 MILE NORTH
 KA1411'ALONG A GRAVEL ROAD, AT AN EAST-WEST FENCE LINE EAST OF THE ROAD,
 KA1411'18 FEET WEST OF THE CENTER LINE OF THE ROAD, 42 FEET NORTH OF THE
 KA1411'EXTENDED EAST-WEST FENCE LINE, 28 FEET NORTH OF THE CENTER OF AN
 KA1411'ENTRANCE TO A FIELD WEST OF THE ROAD, 15 FEET NORTH OF A TELEPHONE
 KA1411'POLE, 201 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM A 30-INCH
 KA1411'ELM TREE, 65.6 FEET NORTH-NORTHWEST OF TRIANGULATION STATION FUNK,
 KA1411'55.4 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 KA1411'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA1411'PROJECTING 2 INCHES.
 KA1411
 KA1411                          STATION RECOVERY (1995)
 KA1411
 KA1411'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1029 ***********************************************************************
 LC1029  DESIGNATION -  FUNKS
 LC1029  PID         -  LC1029
 LC1029  STATE/COUNTY-  IL/MCLEAN
 LC1029  USGS QUAD   -  FUNKS GROVE (1981)
 LC1029
 LC1029                         *CURRENT SURVEY CONTROL
 LC1029  ___________________________________________________________________
 LC1029* NAD 83(1997)-  40 21 20.25435(N)    089 06 23.16090(W)     ADJUSTED  
 LC1029* NAVD 88     -       223.449  (meters)     733.10   (feet)  ADJUSTED  
 LC1029  ___________________________________________________________________
 LC1029  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 LC1029  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC1029  DYNAMIC HT  -         223.340 (meters)     732.74  (feet)  COMP
 LC1029  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 LC1029
 LC1029  HORZ ORDER  -  SECOND
 LC1029  VERT ORDER  -  SECOND    CLASS 0
 LC1029
 LC1029.The horizontal coordinates were established by classical geodetic methods
 LC1029.and adjusted by the National Geodetic Survey in October 1999..
 LC1029
 LC1029.The orthometric height was determined by differential leveling
 LC1029.and adjusted by the National Geodetic Survey in June 1991..
 LC1029
 LC1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1029
 LC1029.The geoid height was determined by GEOID03.
 LC1029
 LC1029.The dynamic height is computed by dividing the NAVD 88
 LC1029.geopotential number by the normal gravity value computed on the
 LC1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1029.degrees latitude (g = 980.6199 gals.).
 LC1029
 LC1029.The modeled gravity was interpolated from observed gravity values.
 LC1029
 LC1029;                    North         East     Units Scale Factor Converg.
 LC1029;SPC IL E     -   409,774.276   234,327.057   MT  1.00002807   -0 30 02.2
 LC1029;SPC IL E     - 1,344,401.10    768,788.02   sFT  1.00002807   -0 30 02.2
 LC1029;UTM  16      - 4,469,359.128   321,125.109   MT  0.99999387   -1 21 51.6
 LC1029
 LC1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1029!SPC IL E     -   0.99997001  x   1.00002807  =   0.99999808
 LC1029!UTM  16      -   0.99997001  x   0.99999387  =   0.99996388
 LC1029
 LC1029:                Primary Azimuth Mark                     Grid Az
 LC1029:SPC IL E     -  FUNKS AZ MK                              008 14 50.4
 LC1029:UTM  16      -  FUNKS AZ MK                              009 06 39.8
 LC1029
 LC1029|---------------------------------------------------------------------|
 LC1029| PID    Reference Object                     Distance      Geod. Az  |
 LC1029|                                                           dddmmss.s |
 LC1029| LC1027 FUNKS AZ MK                                        0074448.2 |
 LC1029| LC1028 FUNKS RM 1                           32.612 METERS 03019     |
 LC1029| LC1030 FUNKS RM 2                                         30637     |
 LC1029|---------------------------------------------------------------------|
 LC1029
 LC1029                          SUPERSEDED SURVEY CONTROL
 LC1029
 LC1029  NAD 83(1986)-  40 21 20.26462(N)    089 06 23.15895(W) AD(       ) 2
 LC1029  NAD 27      -  40 21 20.12780(N)    089 06 22.85960(W) AD(       ) 2
 LC1029  NGVD 29 (??/??/92)  223.513  (m)          733.31   (f) ADJ UNCH    2 0
 LC1029
 LC1029.Superseded values are not recommended for survey control.
 LC1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1029.See file dsdata.txt to determine how the superseded data were derived.
 LC1029
 LC1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2112569359(NAD 83)
 LC1029_MARKER: DE = TRAVERSE STATION DISK
 LC1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1029_STAMPING: FUNKS 1960
 LC1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1029+STABILITY: SURFACE MOTION
 LC1029
 LC1029  HISTORY     - Date     Condition        Report By
 LC1029  HISTORY     - 1960     MONUMENTED       CGS
 LC1029  HISTORY     - 1960     GOOD             CGS
 LC1029
 LC1029                          STATION DESCRIPTION
 LC1029
 LC1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1029'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF MC LEAN, 1/2
 LC1029'MILE SOUTHEAST OF FUNKS GROVE, ABOUT 0.3 MILE SOUTH OF FARM
 LC1029'BUILDINGS ON LAND OWNED BY MR. ROBERT RITCHIE AND JUST EAST OF A
 LC1029'CONCRETE WATER SUPPLY TANK.
 LC1029'
 LC1029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 LC1029'CROSSROAD, JUST SOUTH OF THE GRAIN ELEVATOR IN FUNKS GROVE,
 LC1029'GO EAST-SOUTHEAST ON SURFACED ROAD 0.1 MILE TO CROSSROAD JUST
 LC1029'AFTER CROSSING SMALL BRIDGE, CONTINUE EASTERLY FOR 0.3 MILE TO A
 LC1029'DRIVEWAY ON RIGHT, TURN RIGHT AND GO SOUTH 0.25 MILE TO FARM
 LC1029'BUILDINGS AND GATE, (AND AZIMUTH MARK 0.05 MILE WEST ON WEST
 LC1029'SIDE OF A SHED AND GARAGE), BEAR RIGHT AND LEFT AND GO 0.1 MILE
 LC1029'TO RED BOARD GATE SOUTH OF BARN, PASS THROUGH GATE AND GO
 LC1029'ABOUT 100 FEET, BEAR RIGHT AND GO SOUTH ALONG EAST SIDE OF
 LC1029'FENCE FOR 0.05 MILE TO OPEN GATE AND WOODEN GATE ON RIGHT IN
 LC1029'NORTH-SOUTH FENCE, TURN RIGHT THROUGH GATE AND GO WEST 0.05
 LC1029'MILE TO WHITE BARN ON RIGHT, BEAR LEFT AND GO SOUTH-SOUTHWEST 0.1
 LC1029'MILE TO SOUTHWEST CORNER OF PASTURE AND GATE, PASS THROUGH GATE
 LC1029'AND GO ABOUT 90 FEET SOUTHWEST TO STATION AS DESCRIBED.
 LC1029'
 LC1029'STATION MARK, A STANDARD TRAVERSE DISK STAMPED FUNKS 1960, IS
 LC1029'SET IN THE TOP OF A 16 INCH SQUARE CONCRETE POST WHICH IS
 LC1029'SET 15 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS
 LC1029'107.8 FEET SOUTH-SOUTHWEST OF THE WITNESS POST, 102 FEET EAST
 LC1029'OF EAST SIDE OF CONCRETE WATER SUPPLY TANK, 80.6 FEET SOUTHWEST
 LC1029'OF A 20 INCH TREE, 74 FEET NORTHWEST OF A FENCE CORNER, 67
 LC1029'FEET WEST OF FENCE AND 35 FEET NORTH OF FENCE.
 LC1029'
 LC1029'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED FUNKS NO 1
 LC1029'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LC1029'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 43.6
 LC1029'FEET NORTH-NORTHWEST OF A 20 INCH TREE, 7.5 FEET WEST OF A
 LC1029'CONCRETE POST AND FENCE CORNER AND 1.3 FEET WEST OF THE WITNESS
 LC1029'POST.
 LC1029'
 LC1029'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED FUNKS NO
 LC1029'2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1029'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 LC1029'IS 173 FEET WEST OF THE WITNESS POST, 72 FEET NORTH OF THE NORTH
 LC1029'SIDE OF A CONCRETE WATER SUPPLY TANK AND 1 FOOT SOUTH OF FENCE.
 LC1029'
 LC1029'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED FUNKS 1960,
 LC1029'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 LC1029'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 133.2
 LC1029'FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 81 FEET
 LC1029'NORTHEAST OF A LARGE TREE, 4.4 FEET WEST OF THE NORTHWEST
 LC1029'CORNER OF SHED, 1.7 FEET WEST-SOUTHWEST OF THE WITNESS POST
 LC1029'AND 1 FOOT SOUTH OF THE FENCE.
 LC1029'
 LC1029'HEIGHT OF LIGHT ABOVE STATION MARK 30.56 METERS.
 LC1029
 LC1029                          STATION RECOVERY (1960)
 LC1029
 LC1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LC1029'5.1 MI NE FROM MCLEAN.
 LC1029'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1029'WITH U.S. HIGHWAY 136 IN THE EAST PART OF MCLEAN , TO THE SMALL
 LC1029'COMMUNITY OF FUNKS GROVE, THENCE 0.4 MILES SOUTHEAST AND EAST ALONG
 LC1029'AN ASPHALT PAVED ROAD, THENCE 0.3 MILES SOUTH ALONG A PRIVATE DRIVE
 LC1029'TO FARM BUILDINGS AND GATE TO A BARNLOT, THENCE THRU GATE INTO
 LC1029'BARNLOT TO ANOTHER GATE AT SOUTHEAST CORNER OF LOT AND AT SOUTHWEST
 LC1029'CORNER OF A BARN, THENCE THRU GATE 0.10 MILE SOUTHEAST AND SOUTH
 LC1029'ALONG A FIELD ROAD TO A GATE IN A NORTH-SOUTH FENCE LINE, THENCE
 LC1029'THRU GATE 0.2 MILES WEST AND SOUTHWEST ALONG A FIELD ROAD TO FENCE
 LC1029'CORNERS AN A BOARD GATE, 112 FEET SOUTHWEST OF A FENCE CORNER, 80
 LC1029'FEET WEST SOUTHWEST OF FENCE CORNER, 74 FEET WEST NORTH WEST OF A
 LC1029'FENCE CORNER, 103 FEET SOUTHWEST OF THE NORTH END OF A BOARD GATE,
 LC1029'81 FEET WEST SOUTHWEST OF A 15 INCH CHERRY TREE, 107 FEET EAST
 LC1029'SOUTHEAST OF AN ABANDONED CONCRETE WATER RESERVOIR, 107.7 FEET
 LC1029'SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 LC1029'POST 18 INCHES BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1027 ***********************************************************************
 LC1027  DESIGNATION -  FUNKS AZ MK
 LC1027  PID         -  LC1027
 LC1027  STATE/COUNTY-  IL/MCLEAN
 LC1027  USGS QUAD   -  FUNKS GROVE (1981)
 LC1027
 LC1027                         *CURRENT SURVEY CONTROL
 LC1027  ___________________________________________________________________
 LC1027* NAD 83(1986)-  40 21 34.     (N)    089 06 17.     (W)     SCALED    
 LC1027* NAVD 88     -       217.253  (meters)     712.77   (feet)  ADJUSTED  
 LC1027  ___________________________________________________________________
 LC1027  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC1027  DYNAMIC HT  -         217.147 (meters)     712.42  (feet)  COMP
 LC1027  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 LC1027
 LC1027  VERT ORDER  -  SECOND    CLASS 0
 LC1027
 LC1027.The horizontal coordinates were scaled from a topographic map and have
 LC1027.an estimated accuracy of +/- 6 seconds.
 LC1027
 LC1027.The orthometric height was determined by differential leveling
 LC1027.and adjusted by the National Geodetic Survey in June 1991..
 LC1027
 LC1027.The geoid height was determined by GEOID03.
 LC1027
 LC1027.The dynamic height is computed by dividing the NAVD 88
 LC1027.geopotential number by the normal gravity value computed on the
 LC1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1027.degrees latitude (g = 980.6199 gals.).
 LC1027
 LC1027.The modeled gravity was interpolated from observed gravity values.
 LC1027
 LC1027;                    North         East    Units  Estimated Accuracy
 LC1027;SPC IL E     -   410,200.      234,480.      MT  (+/- 180 meters Scaled)
 LC1027
 LC1027                          SUPERSEDED SURVEY CONTROL
 LC1027
 LC1027  NGVD 29 (??/??/92)  217.317  (m)          712.98   (f) ADJ UNCH    2 0
 LC1027
 LC1027.Superseded values are not recommended for survey control.
 LC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1027.See file dsdata.txt to determine how the superseded data were derived.
 LC1027
 LC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK212697(NAD 83)
 LC1027_MARKER: DZ = AZIMUTH MARK DISK
 LC1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1027_STAMPING: FUNKS 1960
 LC1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1027+STABILITY: SURFACE MOTION
 LC1027
 LC1027  HISTORY     - Date     Condition        Report By
 LC1027  HISTORY     - 1960     MONUMENTED       CGS
 LC1027
 LC1027                          STATION DESCRIPTION
 LC1027
 LC1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1027'4.8 MI NE FROM MCLEAN.
 LC1027'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1027'WITH U.S. HIGHWAY 136 IN THE EAST PART OF MCLEAN  TO THE SMALL
 LC1027'COMMUNITY OF FUNKS GROVE, THENCE 0.4 MILES SOUTHEAST AND EAST
 LC1027'ALONG AN ASPHALT PAVED ROAD, THENCE 0.3 MILES SOUTH ALONG A
 LC1027'PRIVATE DRIVE TO FARM BUILDINGS AND GATE INTO BARNLOT, THENCE THRU
 LC1027'GATE ABOUT 100 YARDS WEST AND NORTH TO A FENCE CORNER AND GATE AT
 LC1027'THE NORTHEAST CORNER OF THE FARM HOUSE YARD, 21 FEET NORTH OF THE
 LC1027'CENTER LINE OF THE FARM DRIVE, 1 FOOT SOUTH OF A FENCE, 31 FEET
 LC1027'EAST OF A FENCE CORNER, 31 FEET EAST OF THE NORTH END OF A BOARD
 LC1027'GATE, 63 FEET NORTHEAST OF A POWER POLE, 7 FEET WEST OF THE
 LC1027'NORTHWEST CORNER OF A TOOL SHED, 1.7 FEET SOUTHWEST OF A METAL
 LC1027'WITNESS POST, ABOUT LEVEL WITH THE FARM DRIVE, AND SET IN THE TOP
 LC1027'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1028 ***********************************************************************
 LC1028  DESIGNATION -  FUNKS RM 1
 LC1028  PID         -  LC1028
 LC1028  STATE/COUNTY-  IL/MCLEAN
 LC1028  USGS QUAD   -  FUNKS GROVE (1981)
 LC1028
 LC1028                         *CURRENT SURVEY CONTROL
 LC1028  ___________________________________________________________________
 LC1028* NAD 83(1986)-  40 21 20.     (N)    089 06 22.     (W)     SCALED    
 LC1028* NAVD 88     -       223.532  (meters)     733.37   (feet)  ADJUSTED  
 LC1028  ___________________________________________________________________
 LC1028  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC1028  DYNAMIC HT  -         223.423 (meters)     733.01  (feet)  COMP
 LC1028  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 LC1028
 LC1028  VERT ORDER  -  SECOND    CLASS 0
 LC1028
 LC1028.The horizontal coordinates were scaled from a topographic map and have
 LC1028.an estimated accuracy of +/- 6 seconds.
 LC1028
 LC1028.The orthometric height was determined by differential leveling
 LC1028.and adjusted by the National Geodetic Survey in June 1991..
 LC1028
 LC1028.The geoid height was determined by GEOID03.
 LC1028
 LC1028.The dynamic height is computed by dividing the NAVD 88
 LC1028.geopotential number by the normal gravity value computed on the
 LC1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1028.degrees latitude (g = 980.6199 gals.).
 LC1028
 LC1028.The modeled gravity was interpolated from observed gravity values.
 LC1028
 LC1028;                    North         East    Units  Estimated Accuracy
 LC1028;SPC IL E     -   409,770.      234,350.      MT  (+/- 180 meters Scaled)
 LC1028
 LC1028                          SUPERSEDED SURVEY CONTROL
 LC1028
 LC1028  NGVD 29 (??/??/92)  223.596  (m)          733.58   (f) ADJ UNCH    2 0
 LC1028
 LC1028.Superseded values are not recommended for survey control.
 LC1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1028.See file dsdata.txt to determine how the superseded data were derived.
 LC1028
 LC1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK211693(NAD 83)
 LC1028_MARKER: DR = REFERENCE MARK DISK
 LC1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1028_STAMPING: FUNKS NO 1 1960
 LC1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1028+STABILITY: SURFACE MOTION
 LC1028
 LC1028  HISTORY     - Date     Condition        Report By
 LC1028  HISTORY     - 1960     MONUMENTED       CGS
 LC1028
 LC1028                          STATION DESCRIPTION
 LC1028
 LC1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1028'5.1 MI NE FROM MCLEAN.
 LC1028'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1028'WITH U.S. HIGHWAY 136 IN THE EAST PART OF MCLEAN , TO THE SMALL
 LC1028'COMMUNITY OF FUNKS GROVE, THENCE 0.4 MILES SOUTHEAST AND EAST
 LC1028'ALONG AN ASPHALT PAVED ROAD, THENCE 0.3 MILES SOUTH ALONG A
 LC1028'PRIVATE DRIVE TO FARM BUILDINGS AND GATE TO A BARNLOT, THENCE THRU
 LC1028'GATE INTO BARNLOT TO ANOTHER GATE AT SOUTHEAST CORNER OF LOT AND
 LC1028'AT SOUTHWEST CORNER OF A BARN, THENCE THRU GATE 0.10 MILE SOUTHEAST
 LC1028'AND SOUTH ALONG A FIELD ROAD TO A GATE IN THE NORTH-SOUTH FENCE
 LC1028'LINE, THENCE THRU GATE 0.2 MILE WEST AND SOUTHWEST ALONG A FIELD
 LC1028'ROAD TO FENCE CORNERS AND A BOARD GATE, 1 FOOT SOUTH OF A FENCE,
 LC1028'7 FEET WEST OF A FENCE CORNER, 14 FEET NORTHWEST OF THE NORTH END
 LC1028'OF A BOARD GATE, 43 FEET NORTH OF A 15 INCH CHERRY TREE, 106.9
 LC1028'FEET NORTHEAST OF TRAVERSE STATION FUNKS, 1.3 FEET WEST OF A METAL
 LC1028'WITNESS POST, ABOUT LEVEL WITH THE FIELD ROAD, AND SET IN THE TOP
 LC1028'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1030 ***********************************************************************
 LC1030  DESIGNATION -  FUNKS RM 2
 LC1030  PID         -  LC1030
 LC1030  STATE/COUNTY-  IL/MCLEAN
 LC1030  USGS QUAD   -  FUNKS GROVE (1981)
 LC1030
 LC1030                         *CURRENT SURVEY CONTROL
 LC1030  ___________________________________________________________________
 LC1030* NAD 83(1986)-  40 21 20.     (N)    089 06 22.     (W)     SCALED    
 LC1030* NAVD 88     -       223.621  (meters)     733.66   (feet)  ADJUSTED  
 LC1030  ___________________________________________________________________
 LC1030  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC1030  DYNAMIC HT  -         223.512 (meters)     733.31  (feet)  COMP
 LC1030  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 LC1030
 LC1030  VERT ORDER  -  SECOND    CLASS 0
 LC1030
 LC1030.The horizontal coordinates were scaled from a topographic map and have
 LC1030.an estimated accuracy of +/- 6 seconds.
 LC1030
 LC1030.The orthometric height was determined by differential leveling
 LC1030.and adjusted by the National Geodetic Survey in June 1991..
 LC1030
 LC1030.The geoid height was determined by GEOID03.
 LC1030
 LC1030.The dynamic height is computed by dividing the NAVD 88
 LC1030.geopotential number by the normal gravity value computed on the
 LC1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1030.degrees latitude (g = 980.6199 gals.).
 LC1030
 LC1030.The modeled gravity was interpolated from observed gravity values.
 LC1030
 LC1030;                    North         East    Units  Estimated Accuracy
 LC1030;SPC IL E     -   409,770.      234,350.      MT  (+/- 180 meters Scaled)
 LC1030
 LC1030                          SUPERSEDED SURVEY CONTROL
 LC1030
 LC1030  NGVD 29 (??/??/92)  223.685  (m)          733.87   (f) ADJ UNCH    2 0
 LC1030
 LC1030.Superseded values are not recommended for survey control.
 LC1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1030.See file dsdata.txt to determine how the superseded data were derived.
 LC1030
 LC1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK211693(NAD 83)
 LC1030_MARKER: DB = BENCH MARK DISK
 LC1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1030_STAMPING: FUNKS NO 2 1960
 LC1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1030+STABILITY: SURFACE MOTION
 LC1030
 LC1030  HISTORY     - Date     Condition        Report By
 LC1030  HISTORY     - 1960     MONUMENTED       CGS
 LC1030
 LC1030                          STATION DESCRIPTION
 LC1030
 LC1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1030'5.1 MI NE FROM MCLEAN.
 LC1030'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1030'WITH U.S. HIGHWAY 136 IN THE EAST PART OF MCLEAN  TO THE SMALL
 LC1030'COMMUNITY OF FUNKS GROVE, THENCE 0.4 MILES SOUTHEAST AND EAST
 LC1030'ALONG AN ASPHALT PAVED ROAD, THENCE 0.3 MILES SOUTH ALONG A PRIVATE
 LC1030'DRIVE TO FARM BUILDINGS AND GATE INTO BARNLOT, THENCE THRU GATE
 LC1030'INTO BARNLOT TO ANOTHER GATE AT SOUTHEAST CORNER OF LOT AND AT
 LC1030'SOUTHWEST CORNER OF A BARN, THENCE THRU GATE 0.10 MILE SOUTHEAST
 LC1030'AND SOUTH ALONG A FIELD ROAD TO A GATE IN THE NORTH-SOUTH FENCE
 LC1030'LINE, THENCE THRU GATE 0.2 MILE WEST AND SOUTHWEST ALONG A FIELD
 LC1030'ROAD TO FENCE CORNERS AND A BOARD GATE, 179 FEET WEST OF A FENCE
 LC1030'CORNER, 1 FOOT SOUTH OF A FENCE, 74 FEET NORTH OF AN ABANDONED
 LC1030'CONCRETE WATER RESERVOIR, 146.5 FEET NORTHWEST OF TRAVERSE STATION
 LC1030'FUNKS, 173 FEET WEST OF A METAL WITNESS POST, AND SET IN THE TOP
 LC1030'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0149 ***********************************************************************
 LC0149  DESIGNATION -  G 1
 LC0149  PID         -  LC0149
 LC0149  STATE/COUNTY-  IL/CHAMPAIGN
 LC0149  USGS QUAD   -  URBANA (1975)
 LC0149
 LC0149                         *CURRENT SURVEY CONTROL
 LC0149  ___________________________________________________________________
 LC0149* NAD 83(1986)-  40 06 38.     (N)    088 13 35.     (W)     SCALED    
 LC0149* NAVD 88     -       220.036  (meters)     721.90   (feet)  ADJUSTED  
 LC0149  ___________________________________________________________________
 LC0149  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0149  DYNAMIC HT  -         219.924 (meters)     721.53  (feet)  COMP
 LC0149  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 LC0149
 LC0149  VERT ORDER  -  FIRST     CLASS II
 LC0149
 LC0149.The horizontal coordinates were scaled from a topographic map and have
 LC0149.an estimated accuracy of +/- 6 seconds.
 LC0149
 LC0149.The orthometric height was determined by differential leveling
 LC0149.and adjusted by the National Geodetic Survey in June 1991..
 LC0149
 LC0149.The geoid height was determined by GEOID03.
 LC0149
 LC0149.The dynamic height is computed by dividing the NAVD 88
 LC0149.geopotential number by the normal gravity value computed on the
 LC0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0149.degrees latitude (g = 980.6199 gals.).
 LC0149
 LC0149.The modeled gravity was interpolated from observed gravity values.
 LC0149
 LC0149;                    North         East    Units  Estimated Accuracy
 LC0149;SPC IL E     -   382,280.      309,120.      MT  (+/- 180 meters Scaled)
 LC0149
 LC0149                          SUPERSEDED SURVEY CONTROL
 LC0149
 LC0149  NGVD 29 (??/??/92)  220.073  (m)          722.02   (f) ADJ UNCH    1 2
 LC0149
 LC0149.Superseded values are not recommended for survey control.
 LC0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0149.See file dsdata.txt to determine how the superseded data were derived.
 LC0149
 LC0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK954407(NAD 83)
 LC0149_MARKER: DD = SURVEY DISK
 LC0149_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LC0149+WITH SETTING: PAVEMENT
 LC0149_SP_SET: FOUNDATION WALL
 LC0149_STAMPING: G 1 1905 722
 LC0149_MARK LOGO: USGS  
 LC0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0149+STABILITY: SURFACE MOTION
 LC0149
 LC0149  HISTORY     - Date     Condition        Report By
 LC0149  HISTORY     - 1905     MONUMENTED       USGS
 LC0149  HISTORY     - 1954     GOOD             NGS
 LC0149  HISTORY     - 1973     GOOD             NGS
 LC0149  HISTORY     - 1986     POOR             NGS
 LC0149  HISTORY     - 20051202 MARK NOT FOUND   ILDT
 LC0149
 LC0149                          STATION DESCRIPTION
 LC0149
 LC0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0149'AT URBANA.
 LC0149'AT URBANA, IN THE NORTHEAST ANGLE OF JUNCTION OF SOUTH GREEN
 LC0149'STREET AND BURRELL AVENUE, AT THE UNIVERSITY OF ILLINOIS, SET
 LC0149'VERTICALLY IN THE EAST FACE OF CIVIL ENGINEERING HALL, 5 1/2 FEET
 LC0149'SOUTH OF CENTER OF EAST ENTRANCE TO BUILDING AND 1 1/2 FEET
 LC0149'ABOVE GROUND.
 LC0149
 LC0149                          STATION RECOVERY (1973)
 LC0149
 LC0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0149'RECOVERED IN GOOD CONDITION.
 LC0149
 LC0149                          STATION RECOVERY (1986)
 LC0149
 LC0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0149'MARK RECOVERED IN POOR CONDITION.
 LC0149
 LC0149                          STATION RECOVERY (2005)
 LC0149
 LC0149'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0039 ***********************************************************************
 LD0039  DESIGNATION -  G 10
 LD0039  PID         -  LD0039
 LD0039  STATE/COUNTY-  IL/KNOX
 LD0039  USGS QUAD   -  GALESBURG EAST (1982)
 LD0039
 LD0039                         *CURRENT SURVEY CONTROL
 LD0039  ___________________________________________________________________
 LD0039* NAD 83(1986)-  40 57 23.     (N)    090 22 08.     (W)     SCALED    
 LD0039* NAVD 88     -       235.509  (meters)     772.67   (feet)  ADJUSTED  
 LD0039  ___________________________________________________________________
 LD0039  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0039  DYNAMIC HT  -         235.404 (meters)     772.32  (feet)  COMP
 LD0039  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 LD0039
 LD0039  VERT ORDER  -  SECOND    CLASS 0
 LD0039
 LD0039.The horizontal coordinates were scaled from a topographic map and have
 LD0039.an estimated accuracy of +/- 6 seconds.
 LD0039
 LD0039.The orthometric height was determined by differential leveling
 LD0039.and adjusted by the National Geodetic Survey in June 1991..
 LD0039.WARNING-Repeat measurements at this control monument indicate possible
 LD0039.vertical movement.
 LD0039
 LD0039.The geoid height was determined by GEOID03.
 LD0039
 LD0039.The dynamic height is computed by dividing the NAVD 88
 LD0039.geopotential number by the normal gravity value computed on the
 LD0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0039.degrees latitude (g = 980.6199 gals.).
 LD0039
 LD0039.The modeled gravity was interpolated from observed gravity values.
 LD0039
 LD0039;                    North         East    Units  Estimated Accuracy
 LD0039;SPC IL W     -   476,200.      682,980.      MT  (+/- 180 meters Scaled)
 LD0039
 LD0039                          SUPERSEDED SURVEY CONTROL
 LD0039
 LD0039  NGVD 29 (??/??/92)  235.563  (m)          772.84   (f) ADJ UNCH    2 0
 LD0039
 LD0039.Superseded values are not recommended for survey control.
 LD0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0039.See file dsdata.txt to determine how the superseded data were derived.
 LD0039
 LD0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF214372(NAD 83)
 LD0039_MARKER: DD = SURVEY DISK
 LD0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0039_SP_SET: CURB
 LD0039_STAMPING: G 10 ILL 1924
 LD0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0039
 LD0039  HISTORY     - Date     Condition        Report By
 LD0039  HISTORY     - 1924     MONUMENTED       USGS
 LD0039  HISTORY     - 1942     GOOD             NGS
 LD0039  HISTORY     - 1965     GOOD             NGS
 LD0039  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0039  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0039
 LD0039                          STATION DESCRIPTION
 LD0039
 LD0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0039'AT GALESBURG.
 LD0039'AT GALESBURG, KNOX COUNTY, ON NORTH CHERRY STREET, 82 FEET NORTH
 LD0039'OF THE NORTH END OF THE HITCHCOCK SCHOOL, EAST OF A SIDEWALK,
 LD0039'AND IN THE TOP OF A CURB.  A UNITED STATES GEOLOGICAL SURVEY
 LD0039'STANDARD DISK, STAMPED G 10 ILL 1924.
 LD0039
 LD0039                          STATION RECOVERY (1965)
 LD0039
 LD0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LD0039'RECOVERED IN GOOD CONDITION.
 LD0039
 LD0039                          STATION RECOVERY (1997)
 LD0039
 LD0039'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0039'MARK NOT FOUND.
 LD0039
 LD0039                          STATION RECOVERY (2005)
 LD0039
 LD0039'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0867 ***********************************************************************
 KB0867  DESIGNATION -  G 102
 KB0867  PID         -  KB0867
 KB0867  STATE/COUNTY-  IL/MACOUPIN
 KB0867  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB0867
 KB0867                         *CURRENT SURVEY CONTROL
 KB0867  ___________________________________________________________________
 KB0867* NAD 83(1986)-  39 16 43.     (N)    089 52 48.     (W)     SCALED    
 KB0867* NAVD 88     -       188.173  (meters)     617.36   (feet)  ADJUSTED  
 KB0867  ___________________________________________________________________
 KB0867  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KB0867  DYNAMIC HT  -         188.066 (meters)     617.01  (feet)  COMP
 KB0867  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KB0867
 KB0867  VERT ORDER  -  SECOND    CLASS 0
 KB0867
 KB0867.The horizontal coordinates were scaled from a topographic map and have
 KB0867.an estimated accuracy of +/- 6 seconds.
 KB0867
 KB0867.The orthometric height was determined by differential leveling
 KB0867.and adjusted by the National Geodetic Survey in June 1991..
 KB0867
 KB0867.The geoid height was determined by GEOID03.
 KB0867
 KB0867.The dynamic height is computed by dividing the NAVD 88
 KB0867.geopotential number by the normal gravity value computed on the
 KB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0867.degrees latitude (g = 980.6199 gals.).
 KB0867
 KB0867.The modeled gravity was interpolated from observed gravity values.
 KB0867
 KB0867;                    North         East    Units  Estimated Accuracy
 KB0867;SPC IL W     -   289,940.      724,730.      MT  (+/- 180 meters Scaled)
 KB0867
 KB0867                          SUPERSEDED SURVEY CONTROL
 KB0867
 KB0867  NGVD 29 (??/??/92)  188.306  (m)          617.80   (f) ADJ UNCH    2 0
 KB0867
 KB0867.Superseded values are not recommended for survey control.
 KB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0867.See file dsdata.txt to determine how the superseded data were derived.
 KB0867
 KB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ515516(NAD 83)
 KB0867_MARKER: DB = BENCH MARK DISK
 KB0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0867_SP_SET: BUILDING
 KB0867_STAMPING: G 102 1935
 KB0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0867
 KB0867  HISTORY     - Date     Condition        Report By
 KB0867  HISTORY     - 1935     MONUMENTED       CGS
 KB0867
 KB0867                          STATION DESCRIPTION
 KB0867
 KB0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0867'AT CARLINVILLE.
 KB0867'AT CARLINVILLE, MACOUPIN COUNTY, IN THE EAST WALL OF THE POST
 KB0867'OFFICE, 7 FEET NORTH OF A BASEMENT ENTRANCE, 3 FEET SOUTH OF THE
 KB0867'NORTHEAST CORNER OF THE BUILDING, 11 FEET SOUTHWEST OF A
 KB0867'FLAGPOLE, AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK,
 KB0867'STAMPED G 102 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0084 ***********************************************************************
 KC0084  DESIGNATION -  G 103
 KC0084  PID         -  KC0084
 KC0084  STATE/COUNTY-  IL/MACOUPIN
 KC0084  USGS QUAD   -  SHIPMAN (1983)
 KC0084
 KC0084                         *CURRENT SURVEY CONTROL
 KC0084  ___________________________________________________________________
 KC0084* NAD 83(1986)-  39 06 56.     (N)    090 07 28.     (W)     SCALED    
 KC0084* NAVD 88     -       183.805  (meters)     603.03   (feet)  ADJUSTED  
 KC0084  ___________________________________________________________________
 KC0084  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KC0084  DYNAMIC HT  -         183.698 (meters)     602.68  (feet)  COMP
 KC0084  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 KC0084
 KC0084  VERT ORDER  -  SECOND    CLASS 0
 KC0084
 KC0084.The horizontal coordinates were scaled from a topographic map and have
 KC0084.an estimated accuracy of +/- 6 seconds.
 KC0084
 KC0084.The orthometric height was determined by differential leveling
 KC0084.and adjusted by the National Geodetic Survey in June 1991..
 KC0084
 KC0084.The geoid height was determined by GEOID03.
 KC0084
 KC0084.The dynamic height is computed by dividing the NAVD 88
 KC0084.geopotential number by the normal gravity value computed on the
 KC0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0084.degrees latitude (g = 980.6199 gals.).
 KC0084
 KC0084.The modeled gravity was interpolated from observed gravity values.
 KC0084
 KC0084;                    North         East    Units  Estimated Accuracy
 KC0084;SPC IL W     -   271,800.      703,650.      MT  (+/- 180 meters Scaled)
 KC0084
 KC0084                          SUPERSEDED SURVEY CONTROL
 KC0084
 KC0084  NGVD 29 (??/??/92)  183.925  (m)          603.43   (f) ADJ UNCH    2 0
 KC0084
 KC0084.Superseded values are not recommended for survey control.
 KC0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0084.See file dsdata.txt to determine how the superseded data were derived.
 KC0084
 KC0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD486335(NAD 83)
 KC0084_MARKER: DB = BENCH MARK DISK
 KC0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0084_STAMPING: G 103 1935
 KC0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0084+STABILITY: SURFACE MOTION
 KC0084
 KC0084  HISTORY     - Date     Condition        Report By
 KC0084  HISTORY     - 1935     MONUMENTED       CGS
 KC0084
 KC0084                          STATION DESCRIPTION
 KC0084
 KC0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0084'AT PIASA.
 KC0084'AT PIASA, MACOUPIN COUNTY, ON THE CHICAGO, BURLINGTON AND
 KC0084'QUINCY RAILROAD, ABOUT 160 YARDS NORTH OF THE STATION, 56 YARDS
 KC0084'SOUTH OF A CROSSING OF STATE HIGHWAY 110, 15 YARDS EAST OF THE
 KC0084'CENTERLINE OF THE TRACK, AND AT A FENCE LINE.  A STANDARD DISK,
 KC0084'STAMPED G 103 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0622 ***********************************************************************
 HB0622  DESIGNATION -  G 10=390
 HB0622  PID         -  HB0622
 HB0622  STATE/COUNTY-  IL/JACKSON
 HB0622  USGS QUAD   -  DE SOTO (1978)
 HB0622
 HB0622                         *CURRENT SURVEY CONTROL
 HB0622  ___________________________________________________________________
 HB0622* NAD 83(1986)-  37 49 12.     (N)    089 13 39.     (W)     SCALED    
 HB0622* NAVD 88     -       118.859  (meters)     389.96   (feet)  ADJUSTED  
 HB0622  ___________________________________________________________________
 HB0622  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HB0622  DYNAMIC HT  -         118.779 (meters)     389.69  (feet)  COMP
 HB0622  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 HB0622
 HB0622  VERT ORDER  -  FIRST     CLASS I
 HB0622
 HB0622.The horizontal coordinates were scaled from a topographic map and have
 HB0622.an estimated accuracy of +/- 6 seconds.
 HB0622
 HB0622.The orthometric height was determined by differential leveling
 HB0622.and adjusted by the National Geodetic Survey in June 1991..
 HB0622.WARNING-Repeat measurements at this control monument indicate possible
 HB0622.vertical movement.
 HB0622
 HB0622.The geoid height was determined by GEOID03.
 HB0622
 HB0622.The dynamic height is computed by dividing the NAVD 88
 HB0622.geopotential number by the normal gravity value computed on the
 HB0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0622.degrees latitude (g = 980.6199 gals.).
 HB0622
 HB0622.The modeled gravity was interpolated from observed gravity values.
 HB0622
 HB0622;                    North         East    Units  Estimated Accuracy
 HB0622;SPC IL W     -   128,410.      782,690.      MT  (+/- 180 meters Scaled)
 HB0622
 HB0622                          SUPERSEDED SURVEY CONTROL
 HB0622
 HB0622  NGVD 29 (??/??/??)  118.961  (m)          390.29   (f) ADJUSTED    1 1
 HB0622
 HB0622.Superseded values are not recommended for survey control.
 HB0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0622.See file dsdata.txt to determine how the superseded data were derived.
 HB0622
 HB0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG039881(NAD 83)
 HB0622_MARKER: Z = SEE DESCRIPTION
 HB0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0622_SP_SET: CULVERT
 HB0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0622
 HB0622  HISTORY     - Date     Condition        Report By
 HB0622  HISTORY     - UNK      MONUMENTED       LOCENG
 HB0622  HISTORY     - 1969     GOOD             CGS
 HB0622
 HB0622                          STATION DESCRIPTION
 HB0622
 HB0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0622'0.2 MI N FROM DE SOTO.
 HB0622'ABOUT 0.25 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0622'FROM THE POST OFFICE AT DE SOTO, 94 FEET SOUTH OF THE SOUTH
 HB0622'EDGE OF A STEEL GIRDER FOR THE RAILROAD UNDERPASS FOR THE MISSOURI
 HB0622'PACIFIC RAILROAD, 19 FEET EAST OF THE EAST RAIL OF THE EAST
 HB0622'TRACK, THE MARK IS THE SECOND C IN CHICAGO IN THE INSCRIPTION
 HB0622'GILBERT SCRIBNER JR. CHICAGO 1902 WHICH IS ON A BRASS PLATE, SET
 HB0622'IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL OF A
 HB0622'30-INCH TUBULAR CULVERT, 120 FEET SOUTHWEST OF BENCH MARK Q 158,
 HB0622'AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.  SEC 17, T 8S,
 HB0622'R 1W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1117 ***********************************************************************
 JB1117  DESIGNATION -  G 104
 JB1117  PID         -  JB1117
 JB1117  STATE/COUNTY-  IL/WASHINGTON
 JB1117  USGS QUAD   -  HOYLETON (1974)
 JB1117
 JB1117                         *CURRENT SURVEY CONTROL
 JB1117  ___________________________________________________________________
 JB1117* NAD 83(1986)-  38 22 46.     (N)    089 20 40.     (W)     SCALED    
 JB1117* NAVD 88     -       148.105  (meters)     485.91   (feet)  ADJUSTED  
 JB1117  ___________________________________________________________________
 JB1117  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 JB1117  DYNAMIC HT  -         148.010 (meters)     485.60  (feet)  COMP
 JB1117  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 JB1117
 JB1117  VERT ORDER  -  SECOND    CLASS 0
 JB1117
 JB1117.The horizontal coordinates were scaled from a topographic map and have
 JB1117.an estimated accuracy of +/- 6 seconds.
 JB1117
 JB1117.The orthometric height was determined by differential leveling
 JB1117.and adjusted by the National Geodetic Survey in June 1991..
 JB1117
 JB1117.The geoid height was determined by GEOID03.
 JB1117
 JB1117.The dynamic height is computed by dividing the NAVD 88
 JB1117.geopotential number by the normal gravity value computed on the
 JB1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1117.degrees latitude (g = 980.6199 gals.).
 JB1117
 JB1117.The modeled gravity was interpolated from observed gravity values.
 JB1117
 JB1117;                    North         East    Units  Estimated Accuracy
 JB1117;SPC IL W     -   190,410.      771,840.      MT  (+/- 180 meters Scaled)
 JB1117
 JB1117                          SUPERSEDED SURVEY CONTROL
 JB1117
 JB1117  NGVD 29 (??/??/92)  148.226  (m)          486.30   (f) ADJ UNCH    2 0
 JB1117
 JB1117.Superseded values are not recommended for survey control.
 JB1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1117.See file dsdata.txt to determine how the superseded data were derived.
 JB1117
 JB1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH952505(NAD 83)
 JB1117_MARKER: DB = BENCH MARK DISK
 JB1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1117_STAMPING: G 104 1935
 JB1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1117+STABILITY: SURFACE MOTION
 JB1117
 JB1117  HISTORY     - Date     Condition        Report By
 JB1117  HISTORY     - 1935     MONUMENTED       CGS
 JB1117  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1117
 JB1117                          STATION DESCRIPTION
 JB1117
 JB1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1117'3.9 MI NE FROM NASHVILLE.
 JB1117'3.9 MILES NORTHEAST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM THE
 JB1117'CROSSING OF STATE HIGHWAY 15 AT NASHVILLE, WASHINGTON COUNTY, 73
 JB1117'YARDS WEST OF MILEPOST 29, 9 YARDS SOUTH OF A COUNTY ROAD, AND
 JB1117'6 YARDS NORTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 JB1117'DISK, STAMPED G 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB1117
 JB1117                          STATION RECOVERY (1974)
 JB1117
 JB1117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1058 ***********************************************************************
 HB1058  DESIGNATION -  G 105
 HB1058  PID         -  HB1058
 HB1058  STATE/COUNTY-  IL/RANDOLPH
 HB1058  USGS QUAD   -  CHESTER (1993)
 HB1058
 HB1058                         *CURRENT SURVEY CONTROL
 HB1058  ___________________________________________________________________
 HB1058* NAD 83(1986)-  37 54 24.     (N)    089 49 33.     (W)     SCALED    
 HB1058* NAVD 88     -       199.791  (meters)     655.48   (feet)  ADJUSTED  
 HB1058  ___________________________________________________________________
 HB1058  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HB1058  DYNAMIC HT  -         199.654 (meters)     655.03  (feet)  COMP
 HB1058  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 HB1058
 HB1058  VERT ORDER  -  FIRST     CLASS II
 HB1058
 HB1058.The horizontal coordinates were scaled from a topographic map and have
 HB1058.an estimated accuracy of +/- 6 seconds.
 HB1058
 HB1058.The orthometric height was determined by differential leveling
 HB1058.and adjusted by the National Geodetic Survey in June 1991..
 HB1058.WARNING-Repeat measurements at this control monument indicate possible
 HB1058.vertical movement.
 HB1058
 HB1058.The geoid height was determined by GEOID03.
 HB1058
 HB1058.The dynamic height is computed by dividing the NAVD 88
 HB1058.geopotential number by the normal gravity value computed on the
 HB1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1058.degrees latitude (g = 980.6199 gals.).
 HB1058
 HB1058.The modeled gravity was interpolated from observed gravity values.
 HB1058
 HB1058;                    North         East    Units  Estimated Accuracy
 HB1058;SPC IL W     -   137,670.      729,970.      MT  (+/- 180 meters Scaled)
 HB1058
 HB1058                          SUPERSEDED SURVEY CONTROL
 HB1058
 HB1058  NGVD 29 (??/??/??)  199.724  (m)          655.26   (f) ADJUSTED    1 2
 HB1058
 HB1058.Superseded values are not recommended for survey control.
 HB1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1058.See file dsdata.txt to determine how the superseded data were derived.
 HB1058
 HB1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG515992(NAD 83)
 HB1058_MARKER: DB = BENCH MARK DISK
 HB1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB1058_SP_SET: BUILDING
 HB1058_STAMPING: G 105 1935
 HB1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1058
 HB1058  HISTORY     - Date     Condition        Report By
 HB1058  HISTORY     - 1935     MONUMENTED       CGS
 HB1058  HISTORY     - 1955     GOOD             CGS
 HB1058  HISTORY     - 1981     GOOD             NGS
 HB1058
 HB1058                          STATION DESCRIPTION
 HB1058
 HB1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HB1058'AT CHESTER.
 HB1058'AT CHESTER, RANDOLPH COUNTY, AT THE PUBLIC LIBRARY, IN THE FRONT
 HB1058'(SOUTH) WALL, 8 FEET WEST OF THE SOUTHEAST CORNER, 18 INCHES EAST
 HB1058'OF A STEEL RAILING AROUND A WINDOW, 2 FEET BELOW THE WATER TABLE,
 HB1058'AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED G 105 1935
 HB1058'AND SET VERTICALLY.
 HB1058
 HB1058                          STATION RECOVERY (1981)
 HB1058
 HB1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1058'IN CHESTER, AT THE CHESTER PUBLIC LIBRARY ALONG STATE STREET, SET
 HB1058'VERTICALLY AT THE NORTHEAST CORNER OF THE BUILDING AND 0.55 METER (1.8
 HB1058'FEET) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 HB1058'THE MARK IS 0.61 M ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0785 ***********************************************************************
 HB0785  DESIGNATION -  G 106
 HB0785  PID         -  HB0785
 HB0785  STATE/COUNTY-  IL/UNION
 HB0785  USGS QUAD   -  ANNA (1978)
 HB0785
 HB0785                         *CURRENT SURVEY CONTROL
 HB0785  ___________________________________________________________________
 HB0785* NAD 83(1986)-  37 27 36.     (N)    089 14 49.     (W)     SCALED    
 HB0785* NAVD 88     -       192.250  (meters)     630.74   (feet)  ADJUSTED  
 HB0785  ___________________________________________________________________
 HB0785  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0785  DYNAMIC HT  -         192.113 (meters)     630.29  (feet)  COMP
 HB0785  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 HB0785
 HB0785  VERT ORDER  -  FIRST     CLASS II
 HB0785
 HB0785.The horizontal coordinates were scaled from a topographic map and have
 HB0785.an estimated accuracy of +/- 6 seconds.
 HB0785
 HB0785.The orthometric height was determined by differential leveling
 HB0785.and adjusted by the National Geodetic Survey in June 1991..
 HB0785
 HB0785.The geoid height was determined by GEOID03.
 HB0785
 HB0785.The dynamic height is computed by dividing the NAVD 88
 HB0785.geopotential number by the normal gravity value computed on the
 HB0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0785.degrees latitude (g = 980.6199 gals.).
 HB0785
 HB0785.The modeled gravity was interpolated from observed gravity values.
 HB0785
 HB0785;                    North         East    Units  Estimated Accuracy
 HB0785;SPC IL W     -    88,440.      781,370.      MT  (+/- 180 meters Scaled)
 HB0785
 HB0785                          SUPERSEDED SURVEY CONTROL
 HB0785
 HB0785  NGVD 29 (??/??/??)  192.263  (m)          630.78   (f) ADJUSTED    1 2
 HB0785
 HB0785.Superseded values are not recommended for survey control.
 HB0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0785.See file dsdata.txt to determine how the superseded data were derived.
 HB0785
 HB0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG012482(NAD 83)
 HB0785_MARKER: DB = BENCH MARK DISK
 HB0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0785_STAMPING: G 106 1935
 HB0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0785+STABILITY: SURFACE MOTION
 HB0785
 HB0785  HISTORY     - Date     Condition        Report By
 HB0785  HISTORY     - 1935     MONUMENTED       CGS
 HB0785  HISTORY     - 1954     POOR             CGS
 HB0785  HISTORY     - 1969     MARK NOT FOUND   CGS
 HB0785
 HB0785                          STATION DESCRIPTION
 HB0785
 HB0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0785'AT ANNA.
 HB0785'AT ANNA, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 0.2 MILE
 HB0785'NORTHWEST OF MILE POST 330, 174 FEET SOUTHEAST OF SOUTH CORNER
 HB0785'OF STATION BUILDING, 16 FEET NORTHWEST OF NORTHWEST CURB OF MAIN
 HB0785'STREET, 21.8 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK,
 HB0785'8 FEET SOUTH OF THE FIRST TELEPHONE POLE NORTHWEST OF MAIN STREET
 HB0785'CROSSING, 12.2 FEET NORTHWEST OF CROSSING WARNING SIGNAL AND
 HB0785'AUTOMATIC GATE, IN THE SOUTHEAST EDGE OF A HEDGE ROW, ABOUT LEVEL
 HB0785'WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 HB0785'INCH.
 HB0785
 HB0785                          STATION RECOVERY (1969)
 HB0785
 HB0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0750 ***********************************************************************
 HB0750  DESIGNATION -  G 107
 HB0750  PID         -  HB0750
 HB0750  STATE/COUNTY-  IL/ALEXANDER
 HB0750  USGS QUAD   -  THEBES (1996)
 HB0750
 HB0750                         *CURRENT SURVEY CONTROL
 HB0750  ___________________________________________________________________
 HB0750* NAD 83(1986)-  37 14 16.     (N)    089 26 42.     (W)     SCALED    
 HB0750* NAVD 88     -       112.227  (meters)     368.20   (feet)  ADJUSTED  
 HB0750  ___________________________________________________________________
 HB0750  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB0750  DYNAMIC HT  -         112.146 (meters)     367.93  (feet)  COMP
 HB0750  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 HB0750
 HB0750  VERT ORDER  -  SECOND    CLASS 0
 HB0750
 HB0750.The horizontal coordinates were scaled from a topographic map and have
 HB0750.an estimated accuracy of +/- 6 seconds.
 HB0750
 HB0750.The orthometric height was determined by differential leveling
 HB0750.and adjusted by the National Geodetic Survey in June 1991..
 HB0750
 HB0750.The geoid height was determined by GEOID03.
 HB0750
 HB0750.The dynamic height is computed by dividing the NAVD 88
 HB0750.geopotential number by the normal gravity value computed on the
 HB0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0750.degrees latitude (g = 980.6199 gals.).
 HB0750
 HB0750.The modeled gravity was interpolated from observed gravity values.
 HB0750
 HB0750;                    North         East    Units  Estimated Accuracy
 HB0750;SPC IL W     -    63,620.      764,030.      MT  (+/- 180 meters Scaled)
 HB0750
 HB0750                          SUPERSEDED SURVEY CONTROL
 HB0750
 HB0750  NGVD 29 (??/??/??)  112.117  (m)          367.84   (f) ADJUSTED    2 0
 HB0750
 HB0750.Superseded values are not recommended for survey control.
 HB0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0750.See file dsdata.txt to determine how the superseded data were derived.
 HB0750
 HB0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG831240(NAD 83)
 HB0750_MARKER: DB = BENCH MARK DISK
 HB0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0750_STAMPING: G 107 1935
 HB0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0750+STABILITY: SURFACE MOTION
 HB0750
 HB0750  HISTORY     - Date     Condition        Report By
 HB0750  HISTORY     - 1935     MONUMENTED       CGS
 HB0750  HISTORY     - 1965     MARK NOT FOUND   CGS
 HB0750
 HB0750                          STATION DESCRIPTION
 HB0750
 HB0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0750'1.3 MI S FROM GALE.
 HB0750'1.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 HB0750'AT GALE, ALEXANDER COUNTY, 65 FEET EAST OF THE NORTH JUNCTION SIGN,
 HB0750'100 FEET SOUTH OF THE JUNCTION, AND 30 FEET EAST OF THE CENTERLINE
 HB0750'OF THE EAST MAIN TRACK.  A STANDARD DISK, STAMPED G 107 1935 AND
 HB0750'SET IN THE TOP OF A CONCRETE POST.
 HB0750
 HB0750                          STATION RECOVERY (1965)
 HB0750
 HB0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0172 ***********************************************************************
 JB0172  DESIGNATION -  G 108
 JB0172  PID         -  JB0172
 JB0172  STATE/COUNTY-  IL/WAYNE
 JB0172  USGS QUAD   -  GOLDEN GATE (1971)
 JB0172
 JB0172                         *CURRENT SURVEY CONTROL
 JB0172  ___________________________________________________________________
 JB0172* NAD 83(1986)-  38 21 16.     (N)    088 08 56.     (W)     SCALED    
 JB0172* NAVD 88     -       130.152  (meters)     427.01   (feet)  ADJUSTED  
 JB0172  ___________________________________________________________________
 JB0172  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JB0172  DYNAMIC HT  -         130.070 (meters)     426.74  (feet)  COMP
 JB0172  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JB0172
 JB0172  VERT ORDER  -  SECOND    CLASS 0
 JB0172
 JB0172.The horizontal coordinates were scaled from a topographic map and have
 JB0172.an estimated accuracy of +/- 6 seconds.
 JB0172
 JB0172.The orthometric height was determined by differential leveling
 JB0172.and adjusted by the National Geodetic Survey in June 1991..
 JB0172
 JB0172.The geoid height was determined by GEOID03.
 JB0172
 JB0172.The dynamic height is computed by dividing the NAVD 88
 JB0172.geopotential number by the normal gravity value computed on the
 JB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0172.degrees latitude (g = 980.6199 gals.).
 JB0172
 JB0172.The modeled gravity was interpolated from observed gravity values.
 JB0172
 JB0172;                    North         East    Units  Estimated Accuracy
 JB0172;SPC IL E     -   187,330.      316,120.      MT  (+/- 180 meters Scaled)
 JB0172
 JB0172                          SUPERSEDED SURVEY CONTROL
 JB0172
 JB0172  NGVD 29 (??/??/92)  130.282  (m)          427.43   (f) ADJ UNCH    2 0
 JB0172
 JB0172.Superseded values are not recommended for survey control.
 JB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0172.See file dsdata.txt to determine how the superseded data were derived.
 JB0172
 JB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH996457(NAD 83)
 JB0172_MARKER: DB = BENCH MARK DISK
 JB0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0172_STAMPING: G 108 1935
 JB0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0172+STABILITY: SURFACE MOTION
 JB0172
 JB0172  HISTORY     - Date     Condition        Report By
 JB0172  HISTORY     - 1935     MONUMENTED       CGS
 JB0172
 JB0172                          STATION DESCRIPTION
 JB0172
 JB0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0172'AT ELLERY.
 JB0172'AT ELLERY, WAYNE COUNTY, ON THE SOUTHERN RAILWAY, 3 RAILS WEST
 JB0172'OF THE EDWARDS-WAYNE COUNTY LINE, AND 30 FEET SOUTH OF THE MAIN
 JB0172'TRACK.  A STANDARD DISK, STAMPED G 108 1935 AND SET IN THE TOP
 JB0172'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0359 ***********************************************************************
 JB0359  DESIGNATION -  G 109
 JB0359  PID         -  JB0359
 JB0359  STATE/COUNTY-  IL/JEFFERSON
 JB0359  USGS QUAD   -  MOUNT VERNON (1978)
 JB0359
 JB0359                         *CURRENT SURVEY CONTROL
 JB0359  ___________________________________________________________________
 JB0359* NAD 83(1986)-  38 18 57.     (N)    088 54 27.     (W)     SCALED    
 JB0359* NAVD 88     -       152.162  (meters)     499.22   (feet)  ADJUSTED  
 JB0359  ___________________________________________________________________
 JB0359  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JB0359  DYNAMIC HT  -         152.064 (meters)     498.90  (feet)  COMP
 JB0359  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JB0359
 JB0359  VERT ORDER  -  SECOND    CLASS 0
 JB0359
 JB0359.The horizontal coordinates were scaled from a topographic map and have
 JB0359.an estimated accuracy of +/- 6 seconds.
 JB0359
 JB0359.The orthometric height was determined by differential leveling
 JB0359.and adjusted by the National Geodetic Survey in June 1991..
 JB0359
 JB0359.The geoid height was determined by GEOID03.
 JB0359
 JB0359.The dynamic height is computed by dividing the NAVD 88
 JB0359.geopotential number by the normal gravity value computed on the
 JB0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0359.degrees latitude (g = 980.6199 gals.).
 JB0359
 JB0359.The modeled gravity was interpolated from observed gravity values.
 JB0359
 JB0359;                    North         East    Units  Estimated Accuracy
 JB0359;SPC IL E     -   183,190.      249,790.      MT  (+/- 180 meters Scaled)
 JB0359
 JB0359                          SUPERSEDED SURVEY CONTROL
 JB0359
 JB0359  NGVD 29 (??/??/92)  152.270  (m)          499.57   (f) ADJ UNCH    2 0
 JB0359
 JB0359.Superseded values are not recommended for survey control.
 JB0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0359.See file dsdata.txt to determine how the superseded data were derived.
 JB0359
 JB0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH332425(NAD 83)
 JB0359_MARKER: DB = BENCH MARK DISK
 JB0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0359_STAMPING: G 109 1935
 JB0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0359+STABILITY: SURFACE MOTION
 JB0359
 JB0359  HISTORY     - Date     Condition        Report By
 JB0359  HISTORY     - 1935     MONUMENTED       CGS
 JB0359
 JB0359                          STATION DESCRIPTION
 JB0359
 JB0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0359'AT MT VERNON.
 JB0359'AT MT. VERNON, JEFFERSON COUNTY, ABOUT 500 FEET EAST OF THE
 JB0359'LOUISVILLE AND NASHVILLE RAILROAD STATION, ABOUT 300 FEET EAST
 JB0359'OF A STREET CROSSING, 1-1/2 RAILS EAST OF SIGNAL 407.6, AND 22
 JB0359'FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED G 109 1935
 JB0359'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0347 ***********************************************************************
 HB0347  DESIGNATION -  G 111
 HB0347  PID         -  HB0347
 HB0347  STATE/COUNTY-  IL/MASSAC
 HB0347  USGS QUAD   -  REEVESVILLE (1996)
 HB0347
 HB0347                         *CURRENT SURVEY CONTROL
 HB0347  ___________________________________________________________________
 HB0347* NAD 83(1986)-  37 19 54.     (N)    088 43 09.     (W)     SCALED    
 HB0347* NAVD 88     -       105.160  (meters)     345.01   (feet)  ADJUSTED  
 HB0347  ___________________________________________________________________
 HB0347  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HB0347  DYNAMIC HT  -         105.084 (meters)     344.76  (feet)  COMP
 HB0347  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 HB0347
 HB0347  VERT ORDER  -  SECOND    CLASS 0
 HB0347
 HB0347.The horizontal coordinates were scaled from a topographic map and have
 HB0347.an estimated accuracy of +/- 6 seconds.
 HB0347
 HB0347.The orthometric height was determined by differential leveling
 HB0347.and adjusted by the National Geodetic Survey in June 1991..
 HB0347
 HB0347.The geoid height was determined by GEOID03.
 HB0347
 HB0347.The dynamic height is computed by dividing the NAVD 88
 HB0347.geopotential number by the normal gravity value computed on the
 HB0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0347.degrees latitude (g = 980.6199 gals.).
 HB0347
 HB0347.The modeled gravity was interpolated from observed gravity values.
 HB0347
 HB0347;                    North         East    Units  Estimated Accuracy
 HB0347;SPC IL E     -    73,870.      265,810.      MT  (+/- 180 meters Scaled)
 HB0347
 HB0347                          SUPERSEDED SURVEY CONTROL
 HB0347
 HB0347  NGVD 29 (??/??/??)  105.232  (m)          345.25   (f) ADJUSTED    2 0
 HB0347
 HB0347.Superseded values are not recommended for survey control.
 HB0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0347.See file dsdata.txt to determine how the superseded data were derived.
 HB0347
 HB0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG476330(NAD 83)
 HB0347_MARKER: DB = BENCH MARK DISK
 HB0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0347_STAMPING: G 111 1935
 HB0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0347+STABILITY: SURFACE MOTION
 HB0347
 HB0347  HISTORY     - Date     Condition        Report By
 HB0347  HISTORY     - 1935     MONUMENTED       CGS
 HB0347  HISTORY     - 1959     MARK NOT FOUND   CGS
 HB0347
 HB0347                          STATION DESCRIPTION
 HB0347
 HB0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HB0347'0.8 MI S FROM REEVESVILLE.
 HB0347'IN MASSAC COUNTY, 0.8 MILE SOUTH ALONG THE ILLINOIS CENTRAL
 HB0347'RAILROAD FROM THE STATION AT REEVESVILLE, JOHNSON COUNTY, 0.1
 HB0347'MILE SOUTH OF MILEPOST B 19, 30 YARDS SOUTH OF A PUMP HOUSE,
 HB0347'AND 7 YARDS WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HB0347'DISK, STAMPED G 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0347'NOTE-- THE RAILROAD HAS BEEN CHANGED IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0317 ***********************************************************************
 HB0317  DESIGNATION -  G 112
 HB0317  PID         -  HB0317
 HB0317  STATE/COUNTY-  IL/MASSAC
 HB0317  USGS QUAD   -  METROPOLIS (1996)
 HB0317
 HB0317                         *CURRENT SURVEY CONTROL
 HB0317  ___________________________________________________________________
 HB0317* NAD 83(1986)-  37 07 33.     (N)    088 37 40.     (W)     SCALED    
 HB0317* NAVD 88     -       102.825  (meters)     337.35   (feet)  ADJUSTED  
 HB0317  ___________________________________________________________________
 HB0317  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0317  DYNAMIC HT  -         102.751 (meters)     337.11  (feet)  COMP
 HB0317  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 HB0317
 HB0317  VERT ORDER  -  SECOND    CLASS 0
 HB0317
 HB0317.The horizontal coordinates were scaled from a topographic map and have
 HB0317.an estimated accuracy of +/- 6 seconds.
 HB0317
 HB0317.The orthometric height was determined by differential leveling
 HB0317.and adjusted by the National Geodetic Survey in June 1991..
 HB0317
 HB0317.The geoid height was determined by GEOID03.
 HB0317
 HB0317.The dynamic height is computed by dividing the NAVD 88
 HB0317.geopotential number by the normal gravity value computed on the
 HB0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0317.degrees latitude (g = 980.6199 gals.).
 HB0317
 HB0317.The modeled gravity was interpolated from observed gravity values.
 HB0317
 HB0317;                    North         East    Units  Estimated Accuracy
 HB0317;SPC IL E     -    51,000.      273,840.      MT  (+/- 180 meters Scaled)
 HB0317
 HB0317                          SUPERSEDED SURVEY CONTROL
 HB0317
 HB0317  NGVD 29 (??/??/??)  102.852  (m)          337.44   (f) ADJUSTED    2 0
 HB0317
 HB0317.Superseded values are not recommended for survey control.
 HB0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0317.See file dsdata.txt to determine how the superseded data were derived.
 HB0317
 HB0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG554100(NAD 83)
 HB0317_MARKER: DB = BENCH MARK DISK
 HB0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0317+STABILITY: SURFACE MOTION
 HB0317
 HB0317  HISTORY     - Date     Condition        Report By
 HB0317  HISTORY     - 1935     MONUMENTED       CGS
 HB0317  HISTORY     - 1935     GOOD             CGS
 HB0317
 HB0317                          STATION DESCRIPTION
 HB0317
 HB0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0317'AT BROOKPORT.
 HB0317'AT N. END OF BROOKPORT, ILL ALONG U.S. HIGHWAY 45 AT THE N.
 HB0317'END OF BROOKPORT.  MARK IS ON THE FENCE LINE 50 YDS. S. OF THE I.C.
 HB0317'R.R. TRACKS.  AND 12 YDS. E. OF HI-WAY.  1 YD EAST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0318 ***********************************************************************
 HB0318  DESIGNATION -  G 112 RESET 1950
 HB0318  PID         -  HB0318
 HB0318  STATE/COUNTY-  IL/MASSAC
 HB0318  USGS QUAD   -  METROPOLIS (1996)
 HB0318
 HB0318                         *CURRENT SURVEY CONTROL
 HB0318  ___________________________________________________________________
 HB0318* NAD 83(1986)-  37 07 33.     (N)    088 37 40.     (W)     SCALED    
 HB0318* NAVD 88     -       103.10   (+/-2cm)     338.3    (feet)  VERTCON   
 HB0318  ___________________________________________________________________
 HB0318  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0318
 HB0318  VERT ORDER  -  ? (See Below)
 HB0318
 HB0318.The horizontal coordinates were scaled from a topographic map and have
 HB0318.an estimated accuracy of +/- 6 seconds.
 HB0318
 HB0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0318.The vertical order pertains to the NGVD 29 superseded value.
 HB0318
 HB0318.The geoid height was determined by GEOID03.
 HB0318
 HB0318;                    North         East    Units  Estimated Accuracy
 HB0318;SPC IL E     -    51,000.      273,840.      MT  (+/- 180 meters Scaled)
 HB0318
 HB0318                          SUPERSEDED SURVEY CONTROL
 HB0318
 HB0318  NGVD 29 (??/??/??)  103.123  (m)          338.33   (f) ADJUSTED    ?  
 HB0318
 HB0318.Superseded values are not recommended for survey control.
 HB0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0318.See file dsdata.txt to determine how the superseded data were derived.
 HB0318
 HB0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG554100(NAD 83)
 HB0318_MARKER: DD = SURVEY DISK
 HB0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0318_STAMPING: G 112 RESET 1950
 HB0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0318+STABILITY: SURFACE MOTION
 HB0318
 HB0318  HISTORY     - Date     Condition        Report By
 HB0318  HISTORY     - 1950     MONUMENTED       ILHD
 HB0318
 HB0318                          STATION DESCRIPTION
 HB0318
 HB0318'DESCRIBED BY IL HIGHWAY DEPT 1950
 HB0318'AT BROOKPORT.
 HB0318'AT BROOKPORT, MASSAC COUNTY, ON U.S. HIGHWAY 45, AT THE NORTH
 HB0318'EDGE OF TOWN, AT A CROSSING OF THE ILLINOIS CENTRAL RAILROAD,
 HB0318'327 FEET SOUTH OF THE TRACK, AND 29 FEET WEST OF THE CENTERLINE
 HB0318'OF THE HIGHWAY, AND AT SURVEY STATION 254+86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1306 ***********************************************************************
 JB1306  DESIGNATION -  G 113
 JB1306  PID         -  JB1306
 JB1306  STATE/COUNTY-  IL/BOND
 JB1306  USGS QUAD   -  SORENTO SOUTH (1974)
 JB1306
 JB1306                         *CURRENT SURVEY CONTROL
 JB1306  ___________________________________________________________________
 JB1306* NAD 83(1986)-  38 58 35.     (N)    089 30 44.     (W)     SCALED    
 JB1306* NAVD 88     -       177.191  (meters)     581.33   (feet)  ADJUSTED  
 JB1306  ___________________________________________________________________
 JB1306  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JB1306  DYNAMIC HT  -         177.086 (meters)     580.99  (feet)  COMP
 JB1306  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 JB1306
 JB1306  VERT ORDER  -  SECOND    CLASS 0
 JB1306
 JB1306.The horizontal coordinates were scaled from a topographic map and have
 JB1306.an estimated accuracy of +/- 6 seconds.
 JB1306
 JB1306.The orthometric height was determined by differential leveling
 JB1306.and adjusted by the National Geodetic Survey in June 1991..
 JB1306
 JB1306.The geoid height was determined by GEOID03.
 JB1306
 JB1306.The dynamic height is computed by dividing the NAVD 88
 JB1306.geopotential number by the normal gravity value computed on the
 JB1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1306.degrees latitude (g = 980.6199 gals.).
 JB1306
 JB1306.The modeled gravity was interpolated from observed gravity values.
 JB1306
 JB1306;                    North         East    Units  Estimated Accuracy
 JB1306;SPC IL W     -   256,550.      756,710.      MT  (+/- 180 meters Scaled)
 JB1306
 JB1306                          SUPERSEDED SURVEY CONTROL
 JB1306
 JB1306  NGVD 29 (??/??/92)  177.319  (m)          581.75   (f) ADJ UNCH    2 0
 JB1306
 JB1306.Superseded values are not recommended for survey control.
 JB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1306.See file dsdata.txt to determine how the superseded data were derived.
 JB1306
 JB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ823171(NAD 83)
 JB1306_MARKER: DB = BENCH MARK DISK
 JB1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1306_STAMPING: G 113 1935
 JB1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1306+STABILITY: SURFACE MOTION
 JB1306
 JB1306  HISTORY     - Date     Condition        Report By
 JB1306  HISTORY     - 1935     MONUMENTED       CGS
 JB1306  HISTORY     - 1974     POOR             NGS
 JB1306
 JB1306                          STATION DESCRIPTION
 JB1306
 JB1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1306'AT RENO.
 JB1306'AT RENO, BOND COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 JB1306'RAILROAD, 3 RAILS NORTH OF THE STATION, AT POLE 81/9, 4 RAILS
 JB1306'SOUTH OF A ROAD CROSSING, 18 FEET EAST OF THE TRACK, AND 36 FEET
 JB1306'WEST OF THE CENTERLINE OF A STREET.  A STANDARD DISK, STAMPED
 JB1306'G 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB1306
 JB1306                          STATION RECOVERY (1974)
 JB1306
 JB1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JB1306'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0116 ***********************************************************************
 JC0116  DESIGNATION -  G 114
 JC0116  PID         -  JC0116
 JC0116  STATE/COUNTY-  IL/ST CLAIR
 JC0116  USGS QUAD   -  CAHOKIA (1993)
 JC0116
 JC0116                         *CURRENT SURVEY CONTROL
 JC0116  ___________________________________________________________________
 JC0116* NAD 83(1986)-  38 34 12.     (N)    090 07 35.     (W)     SCALED    
 JC0116* NAVD 88     -       126.696  (meters)     415.67   (feet)  ADJUSTED  
 JC0116  ___________________________________________________________________
 JC0116  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JC0116  DYNAMIC HT  -         126.616 (meters)     415.41  (feet)  COMP
 JC0116  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 JC0116
 JC0116  VERT ORDER  -  SECOND    CLASS 0
 JC0116
 JC0116.The horizontal coordinates were scaled from a topographic map and have
 JC0116.an estimated accuracy of +/- 6 seconds.
 JC0116
 JC0116.The orthometric height was determined by differential leveling
 JC0116.and adjusted by the National Geodetic Survey in June 1991..
 JC0116
 JC0116.The geoid height was determined by GEOID03.
 JC0116
 JC0116.The dynamic height is computed by dividing the NAVD 88
 JC0116.geopotential number by the normal gravity value computed on the
 JC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0116.degrees latitude (g = 980.6199 gals.).
 JC0116
 JC0116.The modeled gravity was interpolated from observed gravity values.
 JC0116
 JC0116;                    North         East    Units  Estimated Accuracy
 JC0116;SPC IL W     -   211,240.      703,510.      MT  (+/- 180 meters Scaled)
 JC0116
 JC0116                          SUPERSEDED SURVEY CONTROL
 JC0116
 JC0116  NGVD 29 (??/??/92)  126.829  (m)          416.10   (f) ADJ UNCH    2 0
 JC0116
 JC0116.Superseded values are not recommended for survey control.
 JC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0116.See file dsdata.txt to determine how the superseded data were derived.
 JC0116
 JC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC503729(NAD 83)
 JC0116_MARKER: DD = SURVEY DISK
 JC0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0116_STAMPING: G 114 1935
 JC0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0116+STABILITY: SURFACE MOTION
 JC0116
 JC0116  HISTORY     - Date     Condition        Report By
 JC0116  HISTORY     - 1935     MONUMENTED       USGS
 JC0116  HISTORY     - 1935     GOOD             NGS
 JC0116
 JC0116                          STATION DESCRIPTION
 JC0116
 JC0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0116'AT EAST ST LOUIS.
 JC0116'AT EAST ST. LOUIS, ST. CLAIR COUNTY, ON THE ILLINOIS CENTRAL
 JC0116'RAILROAD, 1-3/4 MILES SOUTHEAST OF RELAY STATION, AT A ROAD
 JC0116'CROSSING, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 15 FEET
 JC0116'WEST OF THE CENTERLINE OF THE SOUTHBOUND TRACK, AND AT THE EDGE
 JC0116'OF A FILL.  A STANDARD DISK, STAMPED G 114 1935 AND SET IN THE
 JC0116'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0280 ***********************************************************************
 JC0280  DESIGNATION -  G 115
 JC0280  PID         -  JC0280
 JC0280  STATE/COUNTY-  IL/ST CLAIR
 JC0280  USGS QUAD   -  COLUMBIA (1991)
 JC0280
 JC0280                         *CURRENT SURVEY CONTROL
 JC0280  ___________________________________________________________________
 JC0280* NAD 83(1986)-  38 29 35.     (N)    090 13 22.     (W)     SCALED    
 JC0280* NAVD 88     -       125.213  (meters)     410.80   (feet)  ADJUSTED  
 JC0280  ___________________________________________________________________
 JC0280  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JC0280  DYNAMIC HT  -         125.133 (meters)     410.54  (feet)  COMP
 JC0280  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 JC0280
 JC0280  VERT ORDER  -  SECOND    CLASS 0
 JC0280
 JC0280.The horizontal coordinates were scaled from a topographic map and have
 JC0280.an estimated accuracy of +/- 6 seconds.
 JC0280
 JC0280.The orthometric height was determined by differential leveling
 JC0280.and adjusted by the National Geodetic Survey in June 1991..
 JC0280
 JC0280.The geoid height was determined by GEOID03.
 JC0280
 JC0280.The dynamic height is computed by dividing the NAVD 88
 JC0280.geopotential number by the normal gravity value computed on the
 JC0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0280.degrees latitude (g = 980.6199 gals.).
 JC0280
 JC0280.The modeled gravity was interpolated from observed gravity values.
 JC0280
 JC0280;                    North         East    Units  Estimated Accuracy
 JC0280;SPC IL W     -   202,700.      695,110.      MT  (+/- 180 meters Scaled)
 JC0280
 JC0280                          SUPERSEDED SURVEY CONTROL
 JC0280
 JC0280  NGVD 29 (??/??/92)  125.358  (m)          411.28   (f) ADJ UNCH    2 0
 JC0280
 JC0280.Superseded values are not recommended for survey control.
 JC0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0280.See file dsdata.txt to determine how the superseded data were derived.
 JC0280
 JC0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC422641(NAD 83)
 JC0280_MARKER: DB = BENCH MARK DISK
 JC0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0280_STAMPING: G 115 1935
 JC0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0280+STABILITY: SURFACE MOTION
 JC0280
 JC0280  HISTORY     - Date     Condition        Report By
 JC0280  HISTORY     - 1935     MONUMENTED       CGS
 JC0280  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0280
 JC0280                          STATION DESCRIPTION
 JC0280
 JC0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0280'1.9 MI S FROM DUPO.
 JC0280'1.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0280'STATION AT DUPO, ST. CLAIR COUNTY, 10 FEET SOUTH OF POLE 8/01,
 JC0280'15 FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND MAIN TRACK,
 JC0280'AND 20 FEET WEST OF A ROAD.  A STANDARD DISK, STAMPED G 115 1935
 JC0280'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 JC0280'ABOVE GROUND.
 JC0280
 JC0280                          STATION RECOVERY (1987)
 JC0280
 JC0280'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCR)
 JC0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0860 ***********************************************************************
 HB0860  DESIGNATION -  G 116
 HB0860  PID         -  HB0860
 HB0860  STATE/COUNTY-  IL/ALEXANDER
 HB0860  USGS QUAD   -  CAIRO (1993)
 HB0860
 HB0860                         *CURRENT SURVEY CONTROL
 HB0860  ___________________________________________________________________
 HB0860* NAD 83(1986)-  37 00 10.     (N)    089 10 19.     (W)     SCALED    
 HB0860* NAVD 88     -        95.488  (meters)     313.28   (feet)  ADJUSTED  
 HB0860  ___________________________________________________________________
 HB0860  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0860  DYNAMIC HT  -          95.417 (meters)     313.05  (feet)  COMP
 HB0860  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 HB0860
 HB0860  VERT ORDER  -  FIRST     CLASS I
 HB0860
 HB0860.The horizontal coordinates were scaled from a topographic map and have
 HB0860.an estimated accuracy of +/- 6 seconds.
 HB0860
 HB0860.The orthometric height was determined by differential leveling
 HB0860.and adjusted by the National Geodetic Survey in June 1991..
 HB0860
 HB0860.The geoid height was determined by GEOID03.
 HB0860
 HB0860.The dynamic height is computed by dividing the NAVD 88
 HB0860.geopotential number by the normal gravity value computed on the
 HB0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0860.degrees latitude (g = 980.6199 gals.).
 HB0860
 HB0860.The modeled gravity was interpolated from observed gravity values.
 HB0860
 HB0860;                    North         East    Units  Estimated Accuracy
 HB0860;SPC IL W     -    37,760.      788,540.      MT  (+/- 180 meters Scaled)
 HB0860
 HB0860                          SUPERSEDED SURVEY CONTROL
 HB0860
 HB0860  NGVD 29 (??/??/??)   95.369  (m)          312.89   (f) ADJUSTED    1 1
 HB0860
 HB0860.Superseded values are not recommended for survey control.
 HB0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0860.See file dsdata.txt to determine how the superseded data were derived.
 HB0860
 HB0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF067973(NAD 83)
 HB0860_MARKER: DB = BENCH MARK DISK
 HB0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0860_SP_SET: CONCRETE POST
 HB0860_STAMPING: G 116 1935
 HB0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0860+STABILITY: SURFACE MOTION
 HB0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0860+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 HB0860
 HB0860  HISTORY     - Date     Condition        Report By
 HB0860  HISTORY     - 1935     MONUMENTED       CGS
 HB0860  HISTORY     - 1976     GOOD             NGS
 HB0860  HISTORY     - 1976     GOOD             ILDT
 HB0860  HISTORY     - 1976     GOOD             ILDT
 HB0860  HISTORY     - 20020830 GOOD             USACE
 HB0860
 HB0860                          STATION DESCRIPTION
 HB0860
 HB0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HB0860'IN CAIRO.
 HB0860'34 YARDS SW AND ACROSS 155TH STREET FROM THE SOUTH CORNER OF THE
 HB0860'POST OFFICE AND COURTHOUSE ,IN THE LAWN OF AND 87 FT WEST OF THE
 HB0860'WEST CORNER OF POLICE STATION,50.0 FT NE OF CENTERLINE OF HIGHWAY
 HB0860'51(ALSO WASHINGTON AVENUE),28.0 FT SE OF THE CENTERLINE OF 15TH
 HB0860'STREET,41.5 FT WEST OF A 50 INCH CEDAR TREE,0.5 FT NE OF A CONCRETE
 HB0860'CURB
 HB0860
 HB0860                          STATION RECOVERY (1976)
 HB0860
 HB0860'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0860'RECOVERED IN GOOD CONDITION.
 HB0860
 HB0860                          STATION RECOVERY (1976)
 HB0860
 HB0860'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0860'RECOVERED IN GOOD CONDITION.
 HB0860
 HB0860                          STATION RECOVERY (2002)
 HB0860
 HB0860'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0692 ***********************************************************************
 HB0692  DESIGNATION -  G 119
 HB0692  PID         -  HB0692
 HB0692  STATE/COUNTY-  IL/JACKSON
 HB0692  USGS QUAD   -  MURPHYSBORO (1978)
 HB0692
 HB0692                         *CURRENT SURVEY CONTROL
 HB0692  ___________________________________________________________________
 HB0692* NAD 83(1986)-  37 45 35.     (N)    089 19 21.     (W)     SCALED    
 HB0692* NAVD 88     -       118.278  (meters)     388.05   (feet)  ADJUSTED  
 HB0692  ___________________________________________________________________
 HB0692  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB0692  DYNAMIC HT  -         118.196 (meters)     387.78  (feet)  COMP
 HB0692  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 HB0692
 HB0692  VERT ORDER  -  FIRST     CLASS II
 HB0692
 HB0692.The horizontal coordinates were scaled from a topographic map and have
 HB0692.an estimated accuracy of +/- 6 seconds.
 HB0692
 HB0692.The orthometric height was determined by differential leveling
 HB0692.and adjusted by the National Geodetic Survey in June 1991..
 HB0692.WARNING-Repeat measurements at this control monument indicate possible
 HB0692.vertical movement.
 HB0692
 HB0692.The geoid height was determined by GEOID03.
 HB0692
 HB0692.The dynamic height is computed by dividing the NAVD 88
 HB0692.geopotential number by the normal gravity value computed on the
 HB0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0692.degrees latitude (g = 980.6199 gals.).
 HB0692
 HB0692.The modeled gravity was interpolated from observed gravity values.
 HB0692
 HB0692;                    North         East    Units  Estimated Accuracy
 HB0692;SPC IL W     -   121,640.      774,380.      MT  (+/- 180 meters Scaled)
 HB0692
 HB0692                          SUPERSEDED SURVEY CONTROL
 HB0692
 HB0692  NGVD 29 (??/??/??)  118.372  (m)          388.36   (f) ADJUSTED    1 2
 HB0692
 HB0692.Superseded values are not recommended for survey control.
 HB0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0692.See file dsdata.txt to determine how the superseded data were derived.
 HB0692
 HB0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG954816(NAD 83)
 HB0692_MARKER: DB = BENCH MARK DISK
 HB0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0692_STAMPING: G 119 1935
 HB0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0692+STABILITY: SURFACE MOTION
 HB0692
 HB0692  HISTORY     - Date     Condition        Report By
 HB0692  HISTORY     - 1935     MONUMENTED       CGS
 HB0692  HISTORY     - 1949     GOOD             CGS
 HB0692  HISTORY     - 1976     GOOD             ILDT
 HB0692  HISTORY     - 1976     GOOD             ILDT
 HB0692  HISTORY     - 1976     GOOD             ILDT
 HB0692
 HB0692                          STATION DESCRIPTION
 HB0692
 HB0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0692'AT TEXAS JUNCTION.
 HB0692'AT TEXAS JUNCTION, ABOUT 50 YARDS SOUTHWEST OF THE CENTER OF THE
 HB0692'JUNCTION OF THE ILLINOIS CENTRAL RAILROAD MAIN TRACK AND A TRACK
 HB0692'LEADING WEST TO MURPHYSBORO, ABOUT 0.2 MILE NORTH OF INTERSECTION
 HB0692'WITH HIGHWAY 13, 17 FEET SOUTHEAST AND THE SOUTHEAST OF THE
 HB0692'MURPHYSBORO TRACK, 17 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST
 HB0692'RAIL OF THE GORHAM TRACK, 9 FEET EAST-SOUTHEAST OF MILE POST
 HB0692'E 85, 7 FEET SOUTH OF A TELEPHONE POLE, 3.5 FEET SOUTHWEST OF A
 HB0692'WHITE WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE LEVEL OF THE
 HB0692'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HB0692
 HB0692                          STATION RECOVERY (1976)
 HB0692
 HB0692'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0692'RECOVERED IN GOOD CONDITION.
 HB0692
 HB0692                          STATION RECOVERY (1976)
 HB0692
 HB0692'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0692'RECOVERED IN GOOD CONDITION.
 HB0692
 HB0692                          STATION RECOVERY (1976)
 HB0692
 HB0692'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0616 ***********************************************************************
 KB0616  DESIGNATION -  G 12
 KB0616  PID         -  KB0616
 KB0616  STATE/COUNTY-  IL/MACON
 KB0616  USGS QUAD   -  LONG CREEK (1975)
 KB0616
 KB0616                         *CURRENT SURVEY CONTROL
 KB0616  ___________________________________________________________________
 KB0616* NAD 83(1986)-  39 45 17.     (N)    088 47 10.     (W)     SCALED    
 KB0616* NAVD 88     -       214.378  (meters)     703.34   (feet)  ADJUSTED  
 KB0616  ___________________________________________________________________
 KB0616  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0616  DYNAMIC HT  -         214.257 (meters)     702.94  (feet)  COMP
 KB0616  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KB0616
 KB0616  VERT ORDER  -  FIRST     CLASS II
 KB0616
 KB0616.The horizontal coordinates were scaled from a topographic map and have
 KB0616.an estimated accuracy of +/- 6 seconds.
 KB0616
 KB0616.The orthometric height was determined by differential leveling
 KB0616.and adjusted by the National Geodetic Survey in June 1991..
 KB0616
 KB0616.The geoid height was determined by GEOID03.
 KB0616
 KB0616.The dynamic height is computed by dividing the NAVD 88
 KB0616.geopotential number by the normal gravity value computed on the
 KB0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0616.degrees latitude (g = 980.6199 gals.).
 KB0616
 KB0616.The modeled gravity was interpolated from observed gravity values.
 KB0616
 KB0616;                    North         East    Units  Estimated Accuracy
 KB0616;SPC IL E     -   342,870.      261,200.      MT  (+/- 180 meters Scaled)
 KB0616
 KB0616                          SUPERSEDED SURVEY CONTROL
 KB0616
 KB0616  NGVD 29 (??/??/92)  214.444  (m)          703.55   (f) ADJ UNCH    1 2
 KB0616
 KB0616.Superseded values are not recommended for survey control.
 KB0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0616.See file dsdata.txt to determine how the superseded data were derived.
 KB0616
 KB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK469020(NAD 83)
 KB0616_MARKER: DB = BENCH MARK DISK
 KB0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0616_STAMPING: G 12 1933
 KB0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0616+STABILITY: SURFACE MOTION
 KB0616
 KB0616  HISTORY     - Date     Condition        Report By
 KB0616  HISTORY     - UNK      MONUMENTED       CGS
 KB0616  HISTORY     - 1933     GOOD             NGS
 KB0616  HISTORY     - 1959     GOOD             NGS
 KB0616
 KB0616                          STATION DESCRIPTION
 KB0616
 KB0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0616'AT PRAIRIE HALL.
 KB0616'AT PRAIRIE HALL, MACON COUNTY, ON THE PENNSYLVANIA RAILROAD, AT
 KB0616'MILEPOST 81, OPPOSITE THE STATION SIGN, AT A ROAD CROSSING, 20
 KB0616'FEET EAST OF THE ROAD, AND 18 FEET SOUTH OF THE TRACK.  A
 KB0616'STANDARD DISK, STAMPED G 12 1933 AND SET IN THE TOP OF A CONCRETE
 KB0616'POST.
 KB0616
 KB0616                          STATION RECOVERY (1959)
 KB0616
 KB0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KB0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0309 ***********************************************************************
 JB0309  DESIGNATION -  G 123
 JB0309  PID         -  JB0309
 JB0309  STATE/COUNTY-  IL/JEFFERSON
 JB0309  USGS QUAD   -  INA (1975)
 JB0309
 JB0309                         *CURRENT SURVEY CONTROL
 JB0309  ___________________________________________________________________
 JB0309* NAD 83(1986)-  38 10 29.     (N)    088 54 10.     (W)     SCALED    
 JB0309* NAVD 88     -       129.901  (meters)     426.18   (feet)  ADJUSTED  
 JB0309  ___________________________________________________________________
 JB0309  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JB0309  DYNAMIC HT  -         129.816 (meters)     425.90  (feet)  COMP
 JB0309  MODELED GRAV-     979,973.2   (mgal)                       NAVD 88
 JB0309
 JB0309  VERT ORDER  -  SECOND    CLASS 0
 JB0309
 JB0309.The horizontal coordinates were scaled from a topographic map and have
 JB0309.an estimated accuracy of +/- 6 seconds.
 JB0309
 JB0309.The orthometric height was determined by differential leveling
 JB0309.and adjusted by the National Geodetic Survey in June 1991..
 JB0309
 JB0309.The geoid height was determined by GEOID03.
 JB0309
 JB0309.The dynamic height is computed by dividing the NAVD 88
 JB0309.geopotential number by the normal gravity value computed on the
 JB0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0309.degrees latitude (g = 980.6199 gals.).
 JB0309
 JB0309.The modeled gravity was interpolated from observed gravity values.
 JB0309
 JB0309;                    North         East    Units  Estimated Accuracy
 JB0309;SPC IL E     -   167,520.      250,100.      MT  (+/- 180 meters Scaled)
 JB0309
 JB0309                          SUPERSEDED SURVEY CONTROL
 JB0309
 JB0309  NGVD 29 (??/??/92)  130.004  (m)          426.52   (f) ADJ UNCH    2 0
 JB0309
 JB0309.Superseded values are not recommended for survey control.
 JB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0309.See file dsdata.txt to determine how the superseded data were derived.
 JB0309
 JB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH333269(NAD 83)
 JB0309_MARKER: DB = BENCH MARK DISK
 JB0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0309_STAMPING: G 123 1935
 JB0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0309+STABILITY: SURFACE MOTION
 JB0309
 JB0309  HISTORY     - Date     Condition        Report By
 JB0309  HISTORY     - 1935     MONUMENTED       CGS
 JB0309  HISTORY     - 1960     GOOD             NGS
 JB0309  HISTORY     - 1978     GOOD             ILDT
 JB0309
 JB0309                          STATION DESCRIPTION
 JB0309
 JB0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0309'1.6 MI N FROM INA.
 JB0309'ABOUT 1.55 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0309'RAILROAD FROM THE STATION AT INA, AT A DRIVE EAST TO A BARN, 46
 JB0309'FEET EAST OF THE EAST RAIL, 111 FEET EAST OF STATE HIGHWAY 37,
 JB0309'15 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1 FOOT WEST OF A
 JB0309'FENCE, 6 FEET NORTH OF THE NORTH END OF A BOARD GATE, 51 FEET
 JB0309'EAST-NORTHEAST OF THE CENTER OF THE CROSSING OF THE DRIVE, 1.3
 JB0309'FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 JB0309'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JB0309'PROJECTING 3 INCHES.
 JB0309
 JB0309                          STATION RECOVERY (1978)
 JB0309
 JB0309'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 JB0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1367 ***********************************************************************
 JA1367  DESIGNATION -  G 127
 JA1367  PID         -  JA1367
 JA1367  STATE/COUNTY-  IL/LAWRENCE
 JA1367  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1367
 JA1367                         *CURRENT SURVEY CONTROL
 JA1367  ___________________________________________________________________
 JA1367* NAD 83(1986)-  38 43 14.     (N)    087 38 35.     (W)     SCALED    
 JA1367* NAVD 88     -       132.647  (meters)     435.19   (feet)  POSTED    
 JA1367  ___________________________________________________________________
 JA1367  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JA1367  DYNAMIC HT  -         132.570 (meters)     434.94  (feet)  COMP
 JA1367  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JA1367
 JA1367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JA1367
 JA1367.The horizontal coordinates were scaled from a topographic map and have
 JA1367.an estimated accuracy of +/- 6 seconds.
 JA1367
 JA1367.The orthometric height was determined by differential leveling
 JA1367.and adjusted by the National Geodetic Survey in 1992..
 JA1367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JA1367.rate of 0.0 thru 1.0 mm/km.
 JA1367
 JA1367.The geoid height was determined by GEOID03.
 JA1367
 JA1367.The dynamic height is computed by dividing the NAVD 88
 JA1367.geopotential number by the normal gravity value computed on the
 JA1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1367.degrees latitude (g = 980.6199 gals.).
 JA1367
 JA1367.The modeled gravity was interpolated from observed gravity values.
 JA1367
 JA1367;                    North         East    Units  Estimated Accuracy
 JA1367;SPC IL E     -   228,180.      360,030.      MT  (+/- 180 meters Scaled)
 JA1367
 JA1367                          SUPERSEDED SURVEY CONTROL
 JA1367
 JA1367  NGVD 29 (??/??/92)  132.764  (m)          435.58   (f) ADJ UNCH    1 2
 JA1367
 JA1367.Superseded values are not recommended for survey control.
 JA1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1367.See file dsdata.txt to determine how the superseded data were derived.
 JA1367
 JA1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH440859(NAD 83)
 JA1367_MARKER: DB = BENCH MARK DISK
 JA1367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1367_SP_SET: HEADWALL
 JA1367_STAMPING: G 127 1938
 JA1367_MARK LOGO: CGS   
 JA1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1367+STABILITY: SURFACE MOTION
 JA1367
 JA1367  HISTORY     - Date     Condition        Report By
 JA1367  HISTORY     - 1938     MONUMENTED       CGS
 JA1367  HISTORY     - 1962     GOOD             NGS
 JA1367  HISTORY     - 1986     GOOD             NGS
 JA1367
 JA1367                          STATION DESCRIPTION
 JA1367
 JA1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JA1367'2.3 MI E FROM LAWRENCEVILLE.
 JA1367'2.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA1367'STATION AT LAWRENCEVILLE, LAWRENCE COUNTY, NEAR CENTER S. 1/2
 JA1367'OF SECTION 4, T. 3 N., R 11 W., 130 FEET WEST OF MILEPOST ST. L.
 JA1367'143 - C 196, 200 YARDS NORTH OF ALTERNATE HIGHWAY 50, AT A
 JA1367'CONCRETE CULVERT, 25 FEET SOUTH OF THE SOUTH RAIL, IN THE
 JA1367'CENTER OF THE TOP OF THE SOUTH HEADWALL.  A STANDARD DISK,
 JA1367'STAMPED G 127 1938.
 JA1367
 JA1367                          STATION RECOVERY (1986)
 JA1367
 JA1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1367'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JA1367'NEW DESCRIPTION FOLLOWS.  2.9 KM (1.8 MI) EASTERLY ALONG U.S. HIGHWAY
 JA1367'50 BUSINESS ROUTE FROM THE COURTHOUSE IN LAWRENCEVILLE, THENCE 0.2 KM
 JA1367'(0.1 MI) SOUTHEAST ALONG A PAVED ROAD (OLD U.S. HIGHWAY 50), THENCE
 JA1367'0.7 KM (0.45 MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD, IN THE
 JA1367'CENTER OF THE SOUTH CONCRETE HEADWALL OF A RAILROAD CULVERT, AND 7.6 M
 JA1367'(24.9 FT) SOUTH OF THE NEAR RAIL.
 JA1367'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0130 ***********************************************************************
 JB0130  DESIGNATION -  G 128
 JB0130  PID         -  JB0130
 JB0130  STATE/COUNTY-  IL/RICHLAND
 JB0130  USGS QUAD   -  OLNEY (1971)
 JB0130
 JB0130                         *CURRENT SURVEY CONTROL
 JB0130  ___________________________________________________________________
 JB0130* NAD 83(1986)-  38 43 31.     (N)    088 04 32.     (W)     SCALED    
 JB0130* NAVD 88     -       149.243  (meters)     489.64   (feet)  POSTED    
 JB0130  ___________________________________________________________________
 JB0130  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB0130  DYNAMIC HT  -         149.150 (meters)     489.34  (feet)  COMP
 JB0130  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JB0130
 JB0130  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JB0130
 JB0130.The horizontal coordinates were scaled from a topographic map and have
 JB0130.an estimated accuracy of +/- 6 seconds.
 JB0130
 JB0130.The orthometric height was determined by differential leveling
 JB0130.and adjusted by the National Geodetic Survey in 1992..
 JB0130.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JB0130.rate of 0.0 thru 1.0 mm/km.
 JB0130
 JB0130.The geoid height was determined by GEOID03.
 JB0130
 JB0130.The dynamic height is computed by dividing the NAVD 88
 JB0130.geopotential number by the normal gravity value computed on the
 JB0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0130.degrees latitude (g = 980.6199 gals.).
 JB0130
 JB0130.The modeled gravity was interpolated from observed gravity values.
 JB0130
 JB0130;                    North         East    Units  Estimated Accuracy
 JB0130;SPC IL E     -   228,510.      322,420.      MT  (+/- 180 meters Scaled)
 JB0130
 JB0130                          SUPERSEDED SURVEY CONTROL
 JB0130
 JB0130  NGVD 29 (??/??/92)  149.355  (m)          490.01   (f) ADJ UNCH    1 2
 JB0130
 JB0130.Superseded values are not recommended for survey control.
 JB0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0130.See file dsdata.txt to determine how the superseded data were derived.
 JB0130
 JB0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH065868(NAD 83)
 JB0130_MARKER: DB = BENCH MARK DISK
 JB0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0130_SP_SET: OVERPASS
 JB0130_STAMPING: G 128 1938
 JB0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0130
 JB0130  HISTORY     - Date     Condition        Report By
 JB0130  HISTORY     - 1938     MONUMENTED       CGS
 JB0130  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0130
 JB0130                          STATION DESCRIPTION
 JB0130
 JB0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JB0130'0.5 MI E FROM OLNEY.
 JB0130'0.5 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0130'STATION AT OLNEY, RICHLAND COUNTY, AT OVERPASS 219.69, IN THE
 JB0130'WEST END OF THE NORTH RETAINING WALL, 20 FEET NORTH OF THE NORTH
 JB0130'RAIL, AND 2 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 JB0130'STAMPED G 128 1938 AND SET VERTICALLY.
 JB0130
 JB0130                          STATION RECOVERY (1986)
 JB0130
 JB0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0130'THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0930 ***********************************************************************
 KB0930  DESIGNATION -  G 13
 KB0930  PID         -  KB0930
 KB0930  STATE/COUNTY-  IL/SANGAMON
 KB0930  USGS QUAD   -  SPRINGFIELD EAST (1976)
 KB0930
 KB0930                         *CURRENT SURVEY CONTROL
 KB0930  ___________________________________________________________________
 KB0930* NAD 83(1997)-  39 49 57.58874(N)    089 34 22.71471(W)     ADJUSTED  
 KB0930* NAVD 88     -       179.039  (meters)     587.40   (feet)  ADJUSTED  
 KB0930  ___________________________________________________________________
 KB0930  X           -      36,554.556 (meters)                     COMP
 KB0930  Y           -  -4,904,606.037 (meters)                     COMP
 KB0930  Z           -   4,063,829.022 (meters)                     COMP
 KB0930  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 KB0930  ELLIP HEIGHT-         146.56  (meters)          (09/22/04) GPS OBS
 KB0930  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KB0930  DYNAMIC HT  -         178.942 (meters)     587.08  (feet)  COMP
 KB0930  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 KB0930
 KB0930  HORZ ORDER  -  FIRST
 KB0930  VERT ORDER  -  FIRST     CLASS II
 KB0930  ELLP ORDER  -  FOURTH    CLASS I
 KB0930
 KB0930.The horizontal coordinates were established by GPS observations
 KB0930.and adjusted by the National Geodetic Survey in November 2002..
 KB0930
 KB0930.The orthometric height was determined by differential leveling
 KB0930.and adjusted by the National Geodetic Survey in June 1991..
 KB0930
 KB0930.Photographs are available for this station.
 KB0930
 KB0930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0930
 KB0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0930
 KB0930.The ellipsoidal height was determined by GPS observations
 KB0930.and is referenced to NAD 83.
 KB0930
 KB0930.The geoid height was determined by GEOID03.
 KB0930
 KB0930.The dynamic height is computed by dividing the NAVD 88
 KB0930.geopotential number by the normal gravity value computed on the
 KB0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0930.degrees latitude (g = 980.6199 gals.).
 KB0930
 KB0930.The modeled gravity was interpolated from observed gravity values.
 KB0930
 KB0930;                    North         East     Units Scale Factor Converg.
 KB0930;SPC IL W     -   351,577.667   750,818.220   MT  0.99997296   +0 22 49.1
 KB0930;SPC IL W     - 1,153,467.73  2,463,309.44   sFT  0.99997296   +0 22 49.1
 KB0930;UTM  16      - 4,412,352.644   279,822.915   MT  1.00019686   -1 38 55.6
 KB0930
 KB0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0930!SPC IL W     -   0.99997701  x   0.99997296  =   0.99994997
 KB0930!UTM  16      -   0.99997701  x   1.00019686  =   1.00017386
 KB0930
 KB0930                          SUPERSEDED SURVEY CONTROL
 KB0930
 KB0930  NAD 83(1997)-  39 49 57.58867(N)    089 34 22.71539(W) AD(       ) 1
 KB0930  NAVD 88 (03/18/02)  179.04   (m)          587.4    (f) LEVELING    3  
 KB0930  NGVD 29 (??/??/92)  179.135  (m)          587.71   (f) ADJ UNCH    1 2
 KB0930
 KB0930.Superseded values are not recommended for survey control.
 KB0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0930.See file dsdata.txt to determine how the superseded data were derived.
 KB0930
 KB0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK7982312353(NAD 83)
 KB0930_MARKER: DB = BENCH MARK DISK
 KB0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0930_STAMPING: G 13 1933
 KB0930_MARK LOGO: CGS   
 KB0930_PROJECTION: FLUSH
 KB0930_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0930+STABILITY: SURFACE MOTION
 KB0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0930+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2002
 KB0930
 KB0930  HISTORY     - Date     Condition        Report By
 KB0930  HISTORY     - 1933     MONUMENTED       CGS
 KB0930  HISTORY     - 1971     GOOD             ILHD
 KB0930  HISTORY     - 20010501 GOOD             WOOLPT
 KB0930  HISTORY     - 20020611 GOOD             CGS
 KB0930
 KB0930                          STATION DESCRIPTION
 KB0930
 KB0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KB0930'2 MI SW FROM RIVERTON.
 KB0930'ABOUT 2 MILES SOUTHWEST ALONG THE WABASH RAILROAD FROM RIVERTON,
 KB0930'SANGAMON COUNTY, AT THE ILLINOIS TERMINAL RAILROAD STATION AT
 KB0930'BUTLER, 35 FEET EAST OF A ROAD CROSSING, AND 25 FEET SOUTH OF
 KB0930'THE WABASH TRACK.  A STANDARD DISK, STAMPED G 13 1933 AND SET
 KB0930'IN THE TOP OF A CONCRETE POST.  NOTE-- 35 FEET EAST OF EXTENSION
 KB0930'OF ROAD (TO ST. JAMES SCHOOL) CROSSING, WITNESS POST IS 2 FEET
 KB0930'NORTH OF BENCH MARK.
 KB0930
 KB0930                          STATION RECOVERY (1971)
 KB0930
 KB0930'RECOVERY NOTE BY IL HIGHWAY DEPT 1971
 KB0930'RECOVERED IN GOOD CONDITION.
 KB0930
 KB0930                          STATION RECOVERY (2001)
 KB0930
 KB0930'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 KB0930'RECOVERED AS DESCRIBED.
 KB0930' 
 KB0930' 
 KB0930' 
 KB0930' 
 KB0930' 
 KB0930'
 KB0930
 KB0930                          STATION RECOVERY (2002)
 KB0930
 KB0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2002 (DSE)
 KB0930'RECOVERED IN GOOD CONDITION
 KB0930' 
 KB0930' 
 KB0930' 
 KB0930'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0259 ***********************************************************************
 NH0259  CBN         -  This is a Cooperative Base Network Control Station.
 NH0259  DESIGNATION -  G 130
 NH0259  PID         -  NH0259
 NH0259  STATE/COUNTY-  IL/OGLE
 NH0259  USGS QUAD   -  FAIRDALE (1978)
 NH0259
 NH0259                         *CURRENT SURVEY CONTROL
 NH0259  ___________________________________________________________________
 NH0259* NAD 83(1997)-  42 06 04.08933(N)    088 58 58.92804(W)     ADJUSTED  
 NH0259* NAVD 88     -       264.269  (meters)     867.02   (feet)  ADJUSTED  
 NH0259  ___________________________________________________________________
 NH0259  X           -      84,121.356 (meters)                     COMP
 NH0259  Y           -  -4,738,899.779 (meters)                     COMP
 NH0259  Z           -   4,254,100.347 (meters)                     COMP
 NH0259  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 NH0259  ELLIP HEIGHT-         231.13  (meters)          (10/15/04) GPS OBS
 NH0259  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NH0259  DYNAMIC HT  -         264.180 (meters)     866.73  (feet)  COMP
 NH0259  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 NH0259
 NH0259  HORZ ORDER  -  B
 NH0259  VERT ORDER  -  FIRST     CLASS I
 NH0259  ELLP ORDER  -  FOURTH    CLASS II
 NH0259
 NH0259.The horizontal coordinates were established by GPS observations
 NH0259.and adjusted by the National Geodetic Survey in July 1998..
 NH0259
 NH0259.The orthometric height was determined by differential leveling
 NH0259.and adjusted by the National Geodetic Survey in June 1991..
 NH0259
 NH0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0259
 NH0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0259
 NH0259.The ellipsoidal height was determined by GPS observations
 NH0259.and is referenced to NAD 83.
 NH0259
 NH0259.The geoid height was determined by GEOID03.
 NH0259
 NH0259.The dynamic height is computed by dividing the NAVD 88
 NH0259.geopotential number by the normal gravity value computed on the
 NH0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0259.degrees latitude (g = 980.6199 gals.).
 NH0259
 NH0259.The modeled gravity was interpolated from observed gravity values.
 NH0259
 NH0259;                    North         East     Units Scale Factor Converg.
 NH0259;SPC IL W     -   603,993.565   797,904.261   MT  1.00005908   +0 47 37.0
 NH0259;SPC IL W     - 1,981,602.22  2,617,790.90   sFT  1.00005908   +0 47 37.0
 NH0259;UTM  16      - 4,662,908.176   336,026.652   MT  0.99993085   -1 19 47.3
 NH0259
 NH0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0259!SPC IL W     -   0.99996375  x   1.00005908  =   1.00002283
 NH0259!UTM  16      -   0.99996375  x   0.99993085  =   0.99989460
 NH0259
 NH0259                          SUPERSEDED SURVEY CONTROL
 NH0259
 NH0259  ELLIP H (07/17/98)  231.18   (m)                       GP(       ) 4 1
 NH0259  ELLIP H (11/21/91)  231.16   (m)                       GP(       ) 4 1
 NH0259  NAD 83(1986)-  42 06 04.08914(N)    088 58 58.93855(W) AD(       ) 1
 NH0259  NAVD 88 (07/17/98)  264.27   (m)          867.0    (f) LEVELING    3  
 NH0259  NGVD 29 (??/??/92)  264.317  (m)          867.18   (f) ADJ UNCH    1 1
 NH0259
 NH0259.Superseded values are not recommended for survey control.
 NH0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0259.See file dsdata.txt to determine how the superseded data were derived.
 NH0259
 NH0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3602762908(NAD 83)
 NH0259_MARKER: DB = BENCH MARK DISK
 NH0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0259_SP_SET: CONCRETE POST
 NH0259_STAMPING: G 130 1947
 NH0259_MARK LOGO: CGS   
 NH0259_PROJECTION: FLUSH
 NH0259_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NH0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0259+STABILITY: SURFACE MOTION
 NH0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0259+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 NH0259
 NH0259  HISTORY     - Date     Condition        Report By
 NH0259  HISTORY     - 1947     MONUMENTED       CGS
 NH0259  HISTORY     - 1969     GOOD             NGS
 NH0259  HISTORY     - 1990     GOOD             USPSQD
 NH0259  HISTORY     - 19900822 GOOD             NGS
 NH0259  HISTORY     - 19960812 GOOD             SECI
 NH0259  HISTORY     - 19970508 GOOD             NGS
 NH0259  HISTORY     - 20000901 GOOD             AYRES
 NH0259
 NH0259                          STATION DESCRIPTION
 NH0259
 NH0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0259'1.2 MI E FROM MONROE CENTER.
 NH0259'ABOUT 1.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE MONROE
 NH0259'CENTER SCHOOL AT MONROE CENTER, 100 YARDS SOUTHEAST OF A RADAR
 NH0259'TOWER, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 NH0259'WEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH OF A FENCE AND A
 NH0259'CORNER FENCE POST, 1 1/2 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 NH0259'MARKER, 0.6 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 NH0259'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 NH0259'IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 22, T42N, R2E
 NH0259
 NH0259                          STATION RECOVERY (1990)
 NH0259
 NH0259'RECOVERY NOTE BY US POWER SQUADRON 1990 (EW)
 NH0259'RECOVERED IN GOOD CONDITION.
 NH0259
 NH0259                          STATION RECOVERY (1990)
 NH0259
 NH0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NH0259'STATION IS LOCATED ABOUT MIDWAY BETWEEN ROCKFORD AND ROCHELLE, 3.3 KM
 NH0259'(2.1 MI) EAST OF EXIT 111 OF INTERSTATE HIGHWAY 39, 3.5 KM (2.2 MI)
 NH0259'WEST OF THE OGLE-DE KALB COUNTY LINE, ON HIGHWAY RIGHT-OF-WAY, AT THE
 NH0259'SOUTHEAST CORNER OF FENCE AROUND A MICROWAVE TOWER, IN EAST CENTRAL
 NH0259'SECTION 22, T 41 N, R 2 E.  OWNERSHIP--STATE DEPARTMENT OF
 NH0259'TRANSPORTATION.
 NH0259'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND STATE HIGHWAY
 NH0259'72 (EXIT 111), GO EAST ON HIGHWAY 72 FOR 3.24 KM (2.01 MI) TO THE
 NH0259'MICROWAVE TOWER ON THE LEFT.  CONTINUE EAST FOR 0.07 KM (0.04 MI) TO
 NH0259'THE STATION ON THE LEFT AT FENCE CORNER.
 NH0259'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 NH0259'WITH THE GROUND.  IT IS 11.8 M (38.7 FT) NORTH OF, AND 0.5 M
 NH0259'(1.6 FT) LOWER THAN THE HIGHWAY CENTER, 0.6 M (2.0 FT) SOUTH OF A
 NH0259'BRACED PIPE FENCE CORNER POST, 0.3 M (1.0 FT) SOUTH OF A METAL
 NH0259'WITNESS POST, 0.6 M (2.0 FT) SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 NH0259'POST, AND 69.5 M (228.0 FT) EAST OF THE CENTER OF DRIVE TO THE TOWER.
 NH0259
 NH0259                          STATION RECOVERY (1996)
 NH0259
 NH0259'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH0259'RECOVERED AS DESCRIBED.
 NH0259
 NH0259                          STATION RECOVERY (1997)
 NH0259
 NH0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 NH0259'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF MONROE CENTER AT
 NH0259'THE SOUTHEAST CORNER OF A FENCE AROUND A MICROWAVE TOWER.  TO REACH
 NH0259'FROM THE JUNCTION OF INTERSTATE HIGHWAY 39 AND STATE ROUTE 72, EXIT
 NH0259'111, GO EAST ON ROUTE 72 FOR 2.0 MI (3.2 KM) TO THE MICROWAVE TOWER ON
 NH0259'THE LEFT.  CONTINUE EAST FOR 0.04 MI (0.06 KM) TO THE STATION ON THE
 NH0259'LEFT AT FENCE CORNER, 11.8 M (38.7 FT) NORTH OF AND ABOUT 0.5 M (1.6
 NH0259'FT) LOWER THAN THE CENTER OF THE HIGHWAY, 69.5 M (228.0 FT) EAST OF
 NH0259'THE CENTER OF THE DRIVE TO THE TOWER, 0.6 M (2.0 FT) SOUTH OF A BRACED
 NH0259'PIPE FENCE CORNER POST, 0.6 M (2.0 FT) SOUTHWEST OF A CONCRETE
 NH0259'RIGHT-OF-WAY MARKER, 0.6 M (2.0 FT) WEST-SOUTHWEST OF A METAL WITNESS
 NH0259'POST, AND 0.5 M (1.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 NH0259
 NH0259                          STATION RECOVERY (2000)
 NH0259
 NH0259'RECOVERY NOTE BY AYRES ASSOCIATES 2000
 NH0259'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0223 ***********************************************************************
 NH0223  DESIGNATION -  G 131
 NH0223  PID         -  NH0223
 NH0223  STATE/COUNTY-  IL/KANE
 NH0223  USGS QUAD   -  HAMPSHIRE (1978)
 NH0223
 NH0223                         *CURRENT SURVEY CONTROL
 NH0223  ___________________________________________________________________
 NH0223* NAD 83(1986)-  42 05 17.     (N)    088 34 42.     (W)     SCALED    
 NH0223* NAVD 88     -       264.221  (meters)     866.87   (feet)  ADJUSTED  
 NH0223  ___________________________________________________________________
 NH0223  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH0223  DYNAMIC HT  -         264.131 (meters)     866.57  (feet)  COMP
 NH0223  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 NH0223
 NH0223  VERT ORDER  -  FIRST     CLASS I
 NH0223
 NH0223.The horizontal coordinates were scaled from a topographic map and have
 NH0223.an estimated accuracy of +/- 6 seconds.
 NH0223
 NH0223.The orthometric height was determined by differential leveling
 NH0223.and adjusted by the National Geodetic Survey in June 1991..
 NH0223
 NH0223.The geoid height was determined by GEOID03.
 NH0223
 NH0223.The dynamic height is computed by dividing the NAVD 88
 NH0223.geopotential number by the normal gravity value computed on the
 NH0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0223.degrees latitude (g = 980.6199 gals.).
 NH0223
 NH0223.The modeled gravity was interpolated from observed gravity values.
 NH0223
 NH0223;                    North         East    Units  Estimated Accuracy
 NH0223;SPC IL E     -   601,910.      279,730.      MT  (+/- 180 meters Scaled)
 NH0223
 NH0223                          SUPERSEDED SURVEY CONTROL
 NH0223
 NH0223  NGVD 29 (??/??/92)  264.274  (m)          867.04   (f) ADJ UNCH    1 1
 NH0223
 NH0223.Superseded values are not recommended for survey control.
 NH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0223.See file dsdata.txt to determine how the superseded data were derived.
 NH0223
 NH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM694607(NAD 83)
 NH0223_MARKER: DB = BENCH MARK DISK
 NH0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0223_STAMPING: G 131 1947
 NH0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0223+STABILITY: SURFACE MOTION
 NH0223
 NH0223  HISTORY     - Date     Condition        Report By
 NH0223  HISTORY     - 1947     MONUMENTED       CGS
 NH0223  HISTORY     - 1969     GOOD             NGS
 NH0223  HISTORY     - 1989     GOOD             USPSQD
 NH0223  HISTORY     - 1990     GOOD             USPSQD
 NH0223  HISTORY     - 19980511 GOOD             USPSQD
 NH0223
 NH0223                          STATION DESCRIPTION
 NH0223
 NH0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0223'2.8 MI W FROM HAMPSHIRE.
 NH0223'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0223'HAMPSHIRE, THENCE 2.55 MILES WEST ALONG STATE HIGHWAY 72, OR
 NH0223'ABOUT 6.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE GENOA STATE
 NH0223'BANK AT GENOA, 0.5 MILE EAST OF THE KANE-DE KALB COUNTY LINE,
 NH0223'101 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 NH0223'OF A BRICK HOUSE, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NH0223'63 FEET WEST OF THE PROJECTED CENTER LINE OF A PAVED ROAD WHICH
 NH0223'LEADS SOUTH, 35 FEET WEST OF A CORNER FENCE POST, 1 1/2 FEET
 NH0223'SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 NH0223'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 NH0223'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 NH0223'GROUND.  SEC 30, T42N, R 6E.
 NH0223
 NH0223                          STATION RECOVERY (1989)
 NH0223
 NH0223'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH0223'RECOVERED IN GOOD CONDITION.
 NH0223
 NH0223                          STATION RECOVERY (1990)
 NH0223
 NH0223'RECOVERY NOTE BY US POWER SQUADRON 1990 (ERW)
 NH0223'RECOVERED IN GOOD CONDITION.
 NH0223
 NH0223                          STATION RECOVERY (1998)
 NH0223
 NH0223'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0046 ***********************************************************************
 NH0046  DESIGNATION -  G 132
 NH0046  PID         -  NH0046
 NH0046  STATE/COUNTY-  IL/COOK
 NH0046  USGS QUAD   -  STREAMWOOD (1993)
 NH0046
 NH0046                         *CURRENT SURVEY CONTROL
 NH0046  ___________________________________________________________________
 NH0046* NAD 83(1986)-  42 00 45.     (N)    088 12 55.     (W)     SCALED    
 NH0046* NAVD 88     -       258.550  (meters)     848.26   (feet)  ADJUSTED  
 NH0046  ___________________________________________________________________
 NH0046  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0046  DYNAMIC HT  -         258.462 (meters)     847.97  (feet)  COMP
 NH0046  MODELED GRAV-     980,272.3   (mgal)                       NAVD 88
 NH0046
 NH0046  VERT ORDER  -  FIRST     CLASS I
 NH0046
 NH0046.The horizontal coordinates were scaled from a topographic map and have
 NH0046.an estimated accuracy of +/- 6 seconds.
 NH0046
 NH0046.The orthometric height was determined by differential leveling
 NH0046.and adjusted by the National Geodetic Survey in June 1991..
 NH0046
 NH0046.The geoid height was determined by GEOID03.
 NH0046
 NH0046.The dynamic height is computed by dividing the NAVD 88
 NH0046.geopotential number by the normal gravity value computed on the
 NH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0046.degrees latitude (g = 980.6199 gals.).
 NH0046
 NH0046.The modeled gravity was interpolated from observed gravity values.
 NH0046
 NH0046;                    North         East    Units  Estimated Accuracy
 NH0046;SPC IL E     -   593,500.      309,780.      MT  (+/- 180 meters Scaled)
 NH0046
 NH0046                          SUPERSEDED SURVEY CONTROL
 NH0046
 NH0046  NGVD 29 (??/??/92)  258.629  (m)          848.52   (f) ADJ UNCH    1 1
 NH0046
 NH0046.Superseded values are not recommended for survey control.
 NH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0046.See file dsdata.txt to determine how the superseded data were derived.
 NH0046
 NH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM993518(NAD 83)
 NH0046_MARKER: DB = BENCH MARK DISK
 NH0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0046_SP_SET: CONCRETE BASE
 NH0046_STAMPING: G 132 1947
 NH0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0046
 NH0046  HISTORY     - Date     Condition        Report By
 NH0046  HISTORY     - 1947     MONUMENTED       CGS
 NH0046  HISTORY     - 1969     GOOD             NGS
 NH0046  HISTORY     - 1987     GOOD             USPSQD
 NH0046
 NH0046                          STATION DESCRIPTION
 NH0046
 NH0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0046'2.6 MI NW FROM BARTLETT.
 NH0046'ABOUT 0.8 MILE NORTH ALONG OAK AVENUE FROM THE CHICAGO,
 NH0046'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT BARTLETT,
 NH0046'THENCE 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 20, 193 FEET NORTH
 NH0046'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP
 NH0046'OF THE MOST NORTHEASTERLY OF 4 CONCRETE BASES FOR THE LEGS OF
 NH0046'AN ABANDONED WATER TANK, 102 1/2 FEET WEST OF THE NORTHWEST
 NH0046'CORNER OF THE MAIN BUILDING AT BORDENS NUTRITIONAL RESEARCH
 NH0046'LABORATORY, 42 FEET WEST OF THE WEST EDGE OF A PARKING AREA, AND
 NH0046'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THIS MARK IS ALSO
 NH0046'ABOUT 4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 BUSINESS ROUTE
 NH0046'FROM THE POST OFFICE AT ELGIN.  SEC 28, T41N, R 9E.
 NH0046
 NH0046                          STATION RECOVERY (1987)
 NH0046
 NH0046'RECOVERY NOTE BY US POWER SQUADRON 1987 (CMB)
 NH0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1907 ***********************************************************************
 ME1907  DESIGNATION -  G 134
 ME1907  PID         -  ME1907
 ME1907  STATE/COUNTY-  IL/COOK
 ME1907  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1907
 ME1907                         *CURRENT SURVEY CONTROL
 ME1907  ___________________________________________________________________
 ME1907* NAD 83(1986)-  41 55 37.     (N)    087 40 20.     (W)     SCALED    
 ME1907* NAVD 88     -       180.346  (meters)     591.69   (feet)  ADJUSTED  
 ME1907  ___________________________________________________________________
 ME1907  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 ME1907  DYNAMIC HT  -         180.285 (meters)     591.49  (feet)  COMP
 ME1907  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 ME1907
 ME1907  VERT ORDER  -  FIRST     CLASS 0
 ME1907
 ME1907.The horizontal coordinates were scaled from a topographic map and have
 ME1907.an estimated accuracy of +/- 6 seconds.
 ME1907
 ME1907.The orthometric height was determined by differential leveling
 ME1907.and adjusted by the National Geodetic Survey in June 1991..
 ME1907
 ME1907.The geoid height was determined by GEOID03.
 ME1907
 ME1907.The dynamic height is computed by dividing the NAVD 88
 ME1907.geopotential number by the normal gravity value computed on the
 ME1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1907.degrees latitude (g = 980.6199 gals.).
 ME1907
 ME1907.The modeled gravity was interpolated from observed gravity values.
 ME1907
 ME1907;                    North         East    Units  Estimated Accuracy
 ME1907;SPC IL E     -   584,200.      354,840.      MT  (+/- 180 meters Scaled)
 ME1907
 ME1907                          SUPERSEDED SURVEY CONTROL
 ME1907
 ME1907  NGVD 29 (??/??/92)  180.432  (m)          591.97   (f) ADJ UNCH    1 0
 ME1907
 ME1907.Superseded values are not recommended for survey control.
 ME1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1907.See file dsdata.txt to determine how the superseded data were derived.
 ME1907
 ME1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM442418(NAD 83)
 ME1907_MARKER: DB = BENCH MARK DISK
 ME1907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1907_SP_SET: FOUNDATION
 ME1907_STAMPING: G 134 1947
 ME1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1907+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2003
 ME1907
 ME1907  HISTORY     - Date     Condition        Report By
 ME1907  HISTORY     - 1947     MONUMENTED       CGS
 ME1907  HISTORY     - 1971     GOOD             NGS
 ME1907  HISTORY     - 1973     GOOD             NGS
 ME1907  HISTORY     - 1977     GOOD             NGS
 ME1907  HISTORY     - 1987     GOOD             USPSQD
 ME1907  HISTORY     - 20030301 GOOD             GEOCAC
 ME1907
 ME1907                          STATION DESCRIPTION
 ME1907
 ME1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1907'AT CHICAGO.
 ME1907'AT CHICAGO, AT THE INTERSECTION OF ASHLAND AND CLAYBOURN AVENUES,
 ME1907'SET IN THE SOUTHEAST QUARTER OF THE INTERSECTION, SET IN THE TOP
 ME1907'OF THE CONCRETE FOUNDATION OF THE EAST GUARD RAIL AT THE NORTH
 ME1907'END OF THE NORTH APPROACH TO THE ASHLAND AVENUE BRIDGE OVER THE
 ME1907'NORTH BRANCH OF CHICAGO RIVER, 22.4 FEET SOUTH OF THE NORTH END
 ME1907'OF THE GUARD RAIL, 0.3 FOOT EAST OF THE EDGE OF THE GUARD RAIL
 ME1907'AND LEVEL WITH THE SIDE WALK.
 ME1907
 ME1907                          STATION RECOVERY (1971)
 ME1907
 ME1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1907'RECOVERED IN GOOD CONDITION.
 ME1907
 ME1907                          STATION RECOVERY (1973)
 ME1907
 ME1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1907'AT INTERSECTION OF ASHLAND AND CLAYBOURN AVENUE, IN SOUTHEAST QUARTER
 ME1907'OF INTERSECTION, SET IN TOP OF THE CONCRETE FOUNDATION OF EAST GUARD
 ME1907'RAIL AT THE NORTH END OF NORTH APPROACH TO THE ASHLAND AVENUE BRIDGE
 ME1907'OVER NORTH BRANCH OF THE CHICAGO RIVER, 22.4 FEET SOUTH OF THE NORTH
 ME1907'END OF GUARD RAIL, 0.3 FEET EAST OF EAST SIDE OF GUARD RAIL.  SEC 32,
 ME1907'T 40N, R 14E.
 ME1907
 ME1907                          STATION RECOVERY (1977)
 ME1907
 ME1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1907'RECOVERED IN GOOD CONDITION.
 ME1907
 ME1907                          STATION RECOVERY (1987)
 ME1907
 ME1907'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1907'RECOVERED IN GOOD CONDITION.
 ME1907
 ME1907                          STATION RECOVERY (2003)
 ME1907
 ME1907'RECOVERY NOTE BY GEOCACHING 2003 (JZ)
 ME1907'MARK FOUND IN GOOD CONDITION.  THE DESCRIBED LOCATION IS EXACTLY THE
 ME1907'SAME AS PREVIOUS REPORTS.  YOU CAN FIND THE MARK DIRECTLY BELOW A
 ME1907'BILLBOARD AT THE INTERSECTION OF ASHLAND AND CLYBOURN IN CHICAGO, ON
 ME1907'THE SOUTH EAST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1612 ***********************************************************************
 ME1612  DESIGNATION -  G 135
 ME1612  PID         -  ME1612
 ME1612  STATE/COUNTY-  IL/COOK
 ME1612  USGS QUAD   -  JACKSON PARK (1993)
 ME1612
 ME1612                         *CURRENT SURVEY CONTROL
 ME1612  ___________________________________________________________________
 ME1612* NAD 83(1986)-  41 52 04.     (N)    087 37 22.     (W)     SCALED    
 ME1612* NAVD 88     -       182.416  (meters)     598.48   (feet)  ADJUSTED  
 ME1612  ___________________________________________________________________
 ME1612  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME1612  DYNAMIC HT  -         182.354 (meters)     598.27  (feet)  COMP
 ME1612  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 ME1612
 ME1612  VERT ORDER  -  FIRST     CLASS I
 ME1612
 ME1612.The horizontal coordinates were scaled from a topographic map and have
 ME1612.an estimated accuracy of +/- 6 seconds.
 ME1612
 ME1612.The orthometric height was determined by differential leveling
 ME1612.and adjusted by the National Geodetic Survey in June 1991..
 ME1612.WARNING-Repeat measurements at this control monument indicate possible
 ME1612.vertical movement.
 ME1612
 ME1612.The geoid height was determined by GEOID03.
 ME1612
 ME1612.The dynamic height is computed by dividing the NAVD 88
 ME1612.geopotential number by the normal gravity value computed on the
 ME1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1612.degrees latitude (g = 980.6199 gals.).
 ME1612
 ME1612.The modeled gravity was interpolated from observed gravity values.
 ME1612
 ME1612;                    North         East    Units  Estimated Accuracy
 ME1612;SPC IL E     -   577,660.      358,990.      MT  (+/- 180 meters Scaled)
 ME1612
 ME1612                          SUPERSEDED SURVEY CONTROL
 ME1612
 ME1612  NGVD 29 (??/??/92)  182.503  (m)          598.76   (f) ADJ UNCH    1 1
 ME1612
 ME1612.Superseded values are not recommended for survey control.
 ME1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1612.See file dsdata.txt to determine how the superseded data were derived.
 ME1612
 ME1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM483352(NAD 83)
 ME1612_MARKER: DB = BENCH MARK DISK
 ME1612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1612_SP_SET: PIER
 ME1612_STAMPING: G 135 1947
 ME1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1612
 ME1612  HISTORY     - Date     Condition        Report By
 ME1612  HISTORY     - 1947     MONUMENTED       CGS
 ME1612  HISTORY     - 1969     GOOD             NGS
 ME1612  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1612  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1612
 ME1612                          STATION DESCRIPTION
 ME1612
 ME1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1612'AT CHICAGO.
 ME1612'AT CHICAGO, AT THE ILLINOIS CENTRAL RAILROAD STATION, AT THE
 ME1612'JUNCTION OF S. MICHIGAN AVENUE AND ROOSEVELT ROAD, SET IN THE
 ME1612'TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE PIER OF
 ME1612'THE SUPPORT FOR THE OVERHEAD WALK BETWEEN THE STATION AND THE ANNEX
 ME1612'BUILDING, 57 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 ME1612'66 FEET NORTH OF THE NORTHEAST CORNER OF THE ANNEX BUILDING,
 ME1612'150 FEET EAST OF THE EAST CURB OF THE AVENUE, AND ABOUT 5 1/2 FEET
 ME1612'ABOVE THE LEVEL OF THE GROUND.
 ME1612
 ME1612                          STATION RECOVERY (1977)
 ME1612
 ME1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1612'MARK NOT FOUND.
 ME1612
 ME1612                          STATION RECOVERY (1987)
 ME1612
 ME1612'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1895 ***********************************************************************
 ME1895  DESIGNATION -  G 137
 ME1895  PID         -  ME1895
 ME1895  STATE/COUNTY-  IL/COOK
 ME1895  USGS QUAD   -  ENGLEWOOD (1997)
 ME1895
 ME1895                         *CURRENT SURVEY CONTROL
 ME1895  ___________________________________________________________________
 ME1895* NAD 83(1986)-  41 50 17.     (N)    087 37 46.     (W)     SCALED    
 ME1895* NAVD 88     -       184.605  (meters)     605.66   (feet)  ADJUSTED  
 ME1895  ___________________________________________________________________
 ME1895  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1895  DYNAMIC HT  -         184.541 (meters)     605.45  (feet)  COMP
 ME1895  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 ME1895
 ME1895  VERT ORDER  -  FIRST     CLASS I
 ME1895
 ME1895.The horizontal coordinates were scaled from a topographic map and have
 ME1895.an estimated accuracy of +/- 6 seconds.
 ME1895
 ME1895.The orthometric height was determined by differential leveling
 ME1895.and adjusted by the National Geodetic Survey in April 1995..
 ME1895
 ME1895.The geoid height was determined by GEOID03.
 ME1895
 ME1895.The dynamic height is computed by dividing the NAVD 88
 ME1895.geopotential number by the normal gravity value computed on the
 ME1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1895.degrees latitude (g = 980.6199 gals.).
 ME1895
 ME1895.The modeled gravity was interpolated from observed gravity values.
 ME1895
 ME1895;                    North         East    Units  Estimated Accuracy
 ME1895;SPC IL E     -   574,360.      358,460.      MT  (+/- 180 meters Scaled)
 ME1895
 ME1895                          SUPERSEDED SURVEY CONTROL
 ME1895
 ME1895  NAVD 88 (06/15/91)  184.610  (m)          605.67   (f) UNKNOWN     1 1
 ME1895  NGVD 29 (01/19/93)  184.691  (m)          605.94   (f) ADJUSTED    1 1
 ME1895
 ME1895.Superseded values are not recommended for survey control.
 ME1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1895.See file dsdata.txt to determine how the superseded data were derived.
 ME1895
 ME1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM477319(NAD 83)
 ME1895_MARKER: DB = BENCH MARK DISK
 ME1895_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1895_SP_SET: ABUTMENT
 ME1895_STAMPING: G 137 1947
 ME1895_MARK LOGO: CGS   
 ME1895_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1895+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1895
 ME1895  HISTORY     - Date     Condition        Report By
 ME1895  HISTORY     - 1947     MONUMENTED       CGS
 ME1895  HISTORY     - 1968     GOOD             NGS
 ME1895  HISTORY     - 1969     GOOD             NGS
 ME1895  HISTORY     - 1977     GOOD             NGS
 ME1895  HISTORY     - 19920805 GOOD             NGS
 ME1895
 ME1895                          STATION DESCRIPTION
 ME1895
 ME1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1895'AT CHICAGO.
 ME1895'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, SET ON THE TOP AND
 ME1895'26 FEET WEST OF THE EAST END OF THE NORTH STONE ABUTMENT OF THE
 ME1895'OVERPASS OVER 31 ST STREET, 8.1 FEET EAST OF THE EAST RAIL, 4
 ME1895'FEET EAST OF THE BRIDGE GIRDER AND 1 FOOT BELOW THE LEVEL OF THE
 ME1895'TRACK.
 ME1895
 ME1895                          STATION RECOVERY (1969)
 ME1895
 ME1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1895'RECOVERED IN GOOD CONDITION.
 ME1895
 ME1895                          STATION RECOVERY (1977)
 ME1895
 ME1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1895'RECOVERED IN GOOD CONDITION.
 ME1895
 ME1895                          STATION RECOVERY (1992)
 ME1895
 ME1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1895'IN CHICAGO, AT THE INTERSECTION OF 31ST STREET AND THE
 ME1895'METRO-METROPOLITAN RAILROAD, IN TOP OF AND 6.8 M (22.3 FT) WEST OF
 ME1895'THE EAST END OF THE NORTH STONE ABUTMENT OF THE RAILROAD OVERPASS OF
 ME1895'THE STREET, 106.0 M (347.8 FT) EAST OF THE CENTER OF INTERSTATE
 ME1895'HIGHWAY 90, 10.7 M (35.1 FT) EAST OF THE NEAR RAIL, 10.0 M (32.8 FT)
 ME1895'NORTH OF THE STREET CENTERLINE, 1.0 M (3.3 FT) EAST OF THE EAST BRIDGE
 ME1895'RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1829 ***********************************************************************
 ME1829  DESIGNATION -  G 138
 ME1829  PID         -  ME1829
 ME1829  STATE/COUNTY-  IL/COOK
 ME1829  USGS QUAD   -  LAKE CALUMET (1997)
 ME1829
 ME1829                         *CURRENT SURVEY CONTROL
 ME1829  ___________________________________________________________________
 ME1829* NAD 83(1986)-  41 39 48.     (N)    087 37 19.     (W)     SCALED    
 ME1829* NAVD 88     -       183.410  (meters)     601.74   (feet)  ADJUSTED  
 ME1829  ___________________________________________________________________
 ME1829  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME1829  DYNAMIC HT  -         183.344 (meters)     601.52  (feet)  COMP
 ME1829  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 ME1829
 ME1829  VERT ORDER  -  FIRST     CLASS II
 ME1829
 ME1829.The horizontal coordinates were scaled from a topographic map and have
 ME1829.an estimated accuracy of +/- 6 seconds.
 ME1829
 ME1829.The orthometric height was determined by differential leveling
 ME1829.and adjusted by the National Geodetic Survey in June 1991..
 ME1829
 ME1829.The geoid height was determined by GEOID03.
 ME1829
 ME1829.The dynamic height is computed by dividing the NAVD 88
 ME1829.geopotential number by the normal gravity value computed on the
 ME1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1829.degrees latitude (g = 980.6199 gals.).
 ME1829
 ME1829.The modeled gravity was interpolated from observed gravity values.
 ME1829
 ME1829;                    North         East    Units  Estimated Accuracy
 ME1829;SPC IL E     -   554,950.      359,250.      MT  (+/- 180 meters Scaled)
 ME1829
 ME1829                          SUPERSEDED SURVEY CONTROL
 ME1829
 ME1829  NGVD 29 (??/??/92)  183.510  (m)          602.07   (f) ADJ UNCH    1 2
 ME1829
 ME1829.Superseded values are not recommended for survey control.
 ME1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1829.See file dsdata.txt to determine how the superseded data were derived.
 ME1829
 ME1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM482125(NAD 83)
 ME1829_MARKER: DB = BENCH MARK DISK
 ME1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1829_STAMPING: G 138 1947
 ME1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1829+STABILITY: SURFACE MOTION
 ME1829
 ME1829  HISTORY     - Date     Condition        Report By
 ME1829  HISTORY     - 1947     MONUMENTED       CGS
 ME1829  HISTORY     - 1971     GOOD             NGS
 ME1829  HISTORY     - 1977     GOOD             NGS
 ME1829
 ME1829                          STATION DESCRIPTION
 ME1829
 ME1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1829'3.2 MI E FROM BLUE ISLAND.
 ME1829'ABOUT 2.5 MILES EAST ALONG VERMONT STREET FROM THE POST OFFICE
 ME1829'AT BLUE ISLAND, THENCE ABOUT 0.75 MILE EAST ALONG 127TH STREET,
 ME1829'AT THE JUNCTION OF SOUTH STATE STREET, 120 FEET SOUTHWEST OF THE
 ME1829'SOUTHWEST CORNER OF A FRUIT STAND, 39 FEET EAST OF THE CENTER
 ME1829'LINE OF SOUTH STATE STREET, 7 FEET NORTH OF THE NORTH CURB OF
 ME1829'127TH STREET, 4.5 FEET NORTH OF A LIGHT POST, 2 FEET WEST OF A
 ME1829'WHITE WOODEN WITNESS POST, 0.5 FOOT ABOVE THE JUNCTION, AND
 ME1829'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 ME1829
 ME1829                          STATION RECOVERY (1971)
 ME1829
 ME1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1829'RECOVERED IN GOOD CONDITION.
 ME1829
 ME1829                          STATION RECOVERY (1977)
 ME1829
 ME1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1764 ***********************************************************************
 ME1764  DESIGNATION -  G 139
 ME1764  PID         -  ME1764
 ME1764  STATE/COUNTY-  IL/COOK
 ME1764  USGS QUAD   -  PALOS PARK (1997)
 ME1764
 ME1764                         *CURRENT SURVEY CONTROL
 ME1764  ___________________________________________________________________
 ME1764* NAD 83(1986)-  41 44 01.     (N)    087 47 31.     (W)     SCALED    
 ME1764* NAVD 88     -       187.309  (meters)     614.53   (feet)  ADJUSTED  
 ME1764  ___________________________________________________________________
 ME1764  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 ME1764  DYNAMIC HT  -         187.242 (meters)     614.31  (feet)  COMP
 ME1764  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 ME1764
 ME1764  VERT ORDER  -  FIRST     CLASS II
 ME1764
 ME1764.The horizontal coordinates were scaled from a topographic map and have
 ME1764.an estimated accuracy of +/- 6 seconds.
 ME1764
 ME1764.The orthometric height was determined by differential leveling
 ME1764.and adjusted by the National Geodetic Survey in June 1991..
 ME1764
 ME1764.The geoid height was determined by GEOID03.
 ME1764
 ME1764.The dynamic height is computed by dividing the NAVD 88
 ME1764.geopotential number by the normal gravity value computed on the
 ME1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1764.degrees latitude (g = 980.6199 gals.).
 ME1764
 ME1764.The modeled gravity was interpolated from observed gravity values.
 ME1764
 ME1764;                    North         East    Units  Estimated Accuracy
 ME1764;SPC IL E     -   562,660.      345,040.      MT  (+/- 180 meters Scaled)
 ME1764
 ME1764                          SUPERSEDED SURVEY CONTROL
 ME1764
 ME1764  NGVD 29 (??/??/92)  187.397  (m)          614.82   (f) ADJ UNCH    1 2
 ME1764
 ME1764.Superseded values are not recommended for survey control.
 ME1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1764.See file dsdata.txt to determine how the superseded data were derived.
 ME1764
 ME1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM341205(NAD 83)
 ME1764_MARKER: DB = BENCH MARK DISK
 ME1764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1764_SP_SET: CULVERT
 ME1764_STAMPING: G 139 1947
 ME1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1764
 ME1764  HISTORY     - Date     Condition        Report By
 ME1764  HISTORY     - 1947     MONUMENTED       CGS
 ME1764  HISTORY     - 1971     GOOD             NGS
 ME1764  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 ME1764  HISTORY     - 19870701 MARK NOT FOUND   USPSQD
 ME1764
 ME1764                          STATION DESCRIPTION
 ME1764
 ME1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1764'7.1 MI SE FROM SUMMIT.
 ME1764'ABOUT 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 4A FROM THE PUBLIC
 ME1764'SCHOOL AT SUMMIT, THENCE ABOUT 2.2 MILES EAST ALONG 79TH STREET,
 ME1764'THENCE ABOUT 1.0 MILE SOUTH ALONG HARLEM AVENUE, THENCE ABOUT
 ME1764'0.4 MILE EAST ALONG 87TH STREET, ABOUT 0.1 MILE WEST OF THE
 ME1764'NORTHEAST CORNER OF THE HARLEM AIRPORT, SET IN THE TOP OF THE
 ME1764'WEST END OF THE NORTH CONCRETE HEAD WALL OF A 16-INCH CORRUGATED
 ME1764'PIPE CULVERT, 92 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD
 ME1764'LEADING NORTH, 21 FEET NORTH OF THE CENTER LINE OF 87TH STREET,
 ME1764'1 FOOT EAST OF THE WEST END OF THE HEAD WALL AND ABOUT 0.5 FOOT
 ME1764'ABOVE THE STREET.  NOTE-- MARK MAY BE REACHED FROM OAK LAWN, COOK
 ME1764'COUNTY BY GOING ABOUT 0.8 MILE NORTH ALONG CICERO AVENUE (STATE
 ME1764'HIGHWAY 50) FROM ITS INTERSECTION WITH STATE HIGHWAY 7, THENCE
 ME1764'ABOUT 2.7 MILES WEST ALONG 87TH STREET.
 ME1764
 ME1764                          STATION RECOVERY (1971)
 ME1764
 ME1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1764'RECOVERED IN GOOD CONDITION.
 ME1764
 ME1764                          STATION RECOVERY (1978)
 ME1764
 ME1764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ME1764'MARK NOT FOUND.
 ME1764
 ME1764                          STATION RECOVERY (1987)
 ME1764
 ME1764'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0017 ***********************************************************************
 KC0017  DESIGNATION -  G 14
 KC0017  PID         -  KC0017
 KC0017  STATE/COUNTY-  IL/MORGAN
 KC0017  USGS QUAD   -  JACKSONVILLE (1983)
 KC0017
 KC0017                         *CURRENT SURVEY CONTROL
 KC0017  ___________________________________________________________________
 KC0017* NAD 83(1986)-  39 44 31.     (N)    090 14 56.     (W)     SCALED    
 KC0017* NAVD 88     -       183.094  (meters)     600.70   (feet)  ADJUSTED  
 KC0017  ___________________________________________________________________
 KC0017  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KC0017  DYNAMIC HT  -         182.993 (meters)     600.37  (feet)  COMP
 KC0017  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 KC0017
 KC0017  VERT ORDER  -  FIRST     CLASS II
 KC0017
 KC0017.The horizontal coordinates were scaled from a topographic map and have
 KC0017.an estimated accuracy of +/- 6 seconds.
 KC0017
 KC0017.The orthometric height was determined by differential leveling
 KC0017.and adjusted by the National Geodetic Survey in June 1991..
 KC0017
 KC0017.The geoid height was determined by GEOID03.
 KC0017
 KC0017.The dynamic height is computed by dividing the NAVD 88
 KC0017.geopotential number by the normal gravity value computed on the
 KC0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0017.degrees latitude (g = 980.6199 gals.).
 KC0017
 KC0017.The modeled gravity was interpolated from observed gravity values.
 KC0017
 KC0017;                    North         East    Units  Estimated Accuracy
 KC0017;SPC IL W     -   341,340.      692,950.      MT  (+/- 180 meters Scaled)
 KC0017
 KC0017                          SUPERSEDED SURVEY CONTROL
 KC0017
 KC0017  NGVD 29 (??/??/92)  183.213  (m)          601.09   (f) ADJ UNCH    1 2
 KC0017
 KC0017.Superseded values are not recommended for survey control.
 KC0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0017.See file dsdata.txt to determine how the superseded data were derived.
 KC0017
 KC0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE357027(NAD 83)
 KC0017_MARKER: DB = BENCH MARK DISK
 KC0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0017_STAMPING: G 14 1933
 KC0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0017+STABILITY: SURFACE MOTION
 KC0017
 KC0017  HISTORY     - Date     Condition        Report By
 KC0017  HISTORY     - 1933     MONUMENTED       CGS
 KC0017  HISTORY     - 1978     MARK NOT FOUND   USGS
 KC0017
 KC0017                          STATION DESCRIPTION
 KC0017
 KC0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0017'AT JACKSONVILLE.
 KC0017'AT JACKSONVILLE, MORGAN COUNTY, 1.1 MILES WEST ALONG THE WABASH
 KC0017'RAILROAD FROM THE STATION, 7 POLES WEST OF MILEPOST 449, 45 FEET
 KC0017'EAST OF A GRADE CROSSING, 35 FEET SOUTH OF THE CENTERLINE OF THE
 KC0017'TRACK, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED G
 KC0017'14 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KC0017
 KC0017                          STATION RECOVERY (1978)
 KC0017
 KC0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 KC0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0121 ***********************************************************************
 MF0121  DESIGNATION -  G 140
 MF0121  PID         -  MF0121
 MF0121  STATE/COUNTY-  IL/COOK
 MF0121  USGS QUAD   -  ROMEOVILLE (1993)
 MF0121
 MF0121                         *CURRENT SURVEY CONTROL
 MF0121  ___________________________________________________________________
 MF0121* NAD 83(1986)-  41 40 12.     (N)    088 01 05.     (W)     SCALED    
 MF0121* NAVD 88     -       180.574  (meters)     592.43   (feet)  ADJUSTED  
 MF0121  ___________________________________________________________________
 MF0121  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MF0121  DYNAMIC HT  -         180.508 (meters)     592.22  (feet)  COMP
 MF0121  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 MF0121
 MF0121  VERT ORDER  -  FIRST     CLASS II
 MF0121
 MF0121.The horizontal coordinates were scaled from a topographic map and have
 MF0121.an estimated accuracy of +/- 6 seconds.
 MF0121
 MF0121.The orthometric height was determined by differential leveling
 MF0121.and adjusted by the National Geodetic Survey in June 1991..
 MF0121
 MF0121.The geoid height was determined by GEOID03.
 MF0121
 MF0121.The dynamic height is computed by dividing the NAVD 88
 MF0121.geopotential number by the normal gravity value computed on the
 MF0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0121.degrees latitude (g = 980.6199 gals.).
 MF0121
 MF0121.The modeled gravity was interpolated from observed gravity values.
 MF0121
 MF0121;                    North         East    Units  Estimated Accuracy
 MF0121;SPC IL E     -   555,500.      326,260.      MT  (+/- 180 meters Scaled)
 MF0121
 MF0121                          SUPERSEDED SURVEY CONTROL
 MF0121
 MF0121  NGVD 29 (??/??/92)  180.663  (m)          592.73   (f) ADJ UNCH    1 2
 MF0121
 MF0121.Superseded values are not recommended for survey control.
 MF0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0121.See file dsdata.txt to determine how the superseded data were derived.
 MF0121
 MF0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM152136(NAD 83)
 MF0121_MARKER: DB = BENCH MARK DISK
 MF0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0121_STAMPING: G 140 1947
 MF0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0121+STABILITY: SURFACE MOTION
 MF0121
 MF0121  HISTORY     - Date     Condition        Report By
 MF0121  HISTORY     - 1947     MONUMENTED       CGS
 MF0121  HISTORY     - 1972     GOOD             NGS
 MF0121  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 MF0121
 MF0121                          STATION DESCRIPTION
 MF0121
 MF0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0121'0.8 MI SW FROM LEMONT.
 MF0121'ABOUT 0.8 MILE SOUTHWEST ALONG NEW AVENUE FROM THE ALTON RAILROAD
 MF0121'STATION AT LEMONT, SET ON THE SOUTHEAST SIDE OF THE ROAD AT
 MF0121'A 1-STORY FARM HOUSE (IMITATION BRICK HOUSE), 70 FEET NORTH
 MF0121'OF THE NORTH CORNER OF THE HOUSE, 117 FEET SOUTHWEST OF THE
 MF0121'SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE
 MF0121'BOX CULVERT, 103 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MF0121'1-STORY ASBESTOS SHINGEL FARM HOUSE, 29 FEET SOUTHEAST OF THE
 MF0121'CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A WHITE WOODEN
 MF0121'WITNESS POST, ABOUT 0.3 FOOT ABOVE THE ROAD AND SET IN THE TOP
 MF0121'OF A CONCRETE POST PROJECTING 4 INCHES.
 MF0121
 MF0121                          STATION RECOVERY (1972)
 MF0121
 MF0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MF0121'RECOVERED IN GOOD CONDITION.
 MF0121
 MF0121                          STATION RECOVERY (2003)
 MF0121
 MF0121'RECOVERY NOTE BY US POWER SQUADRON 2003 (JPC)
 MF0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0429 ***********************************************************************
 MF0429  DESIGNATION -  G 141
 MF0429  PID         -  MF0429
 MF0429  STATE/COUNTY-  IL/GRUNDY
 MF0429  USGS QUAD   -  SENECA (1980)
 MF0429
 MF0429                         *CURRENT SURVEY CONTROL
 MF0429  ___________________________________________________________________
 MF0429* NAD 83(1986)-  41 20 00.     (N)    088 31 41.     (W)     SCALED    
 MF0429* NAVD 88     -       155.291  (meters)     509.48   (feet)  ADJUSTED  
 MF0429  ___________________________________________________________________
 MF0429  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MF0429  DYNAMIC HT  -         155.231 (meters)     509.29  (feet)  COMP
 MF0429  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 MF0429
 MF0429  VERT ORDER  -  FIRST     CLASS II
 MF0429
 MF0429.The horizontal coordinates were scaled from a topographic map and have
 MF0429.an estimated accuracy of +/- 6 seconds.
 MF0429
 MF0429.The orthometric height was determined by differential leveling
 MF0429.and adjusted by the National Geodetic Survey in June 1991..
 MF0429
 MF0429.The geoid height was determined by GEOID03.
 MF0429
 MF0429.The dynamic height is computed by dividing the NAVD 88
 MF0429.geopotential number by the normal gravity value computed on the
 MF0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0429.degrees latitude (g = 980.6199 gals.).
 MF0429
 MF0429.The modeled gravity was interpolated from observed gravity values.
 MF0429
 MF0429;                    North         East    Units  Estimated Accuracy
 MF0429;SPC IL E     -   518,080.      283,700.      MT  (+/- 180 meters Scaled)
 MF0429
 MF0429                          SUPERSEDED SURVEY CONTROL
 MF0429
 MF0429  NGVD 29 (??/??/92)  155.362  (m)          509.72   (f) ADJ UNCH    1 2
 MF0429
 MF0429.Superseded values are not recommended for survey control.
 MF0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0429.See file dsdata.txt to determine how the superseded data were derived.
 MF0429
 MF0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL721768(NAD 83)
 MF0429_MARKER: DB = BENCH MARK DISK
 MF0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0429_STAMPING: G 141 1947
 MF0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0429+STABILITY: SURFACE MOTION
 MF0429
 MF0429  HISTORY     - Date     Condition        Report By
 MF0429  HISTORY     - 1947     MONUMENTED       CGS
 MF0429
 MF0429                          STATION DESCRIPTION
 MF0429
 MF0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0429'6.4 MI SW FROM MORRIS.
 MF0429'ABOUT 0.15 MILE NORTH ALONG LIBERTY STREET FROM THE COURT
 MF0429'HOUSE AT MORRIS, THENCE ABOUT 0.8 MILE WEST ALONG JEFFERSON
 MF0429'STREET, THENCE ABOUT 5.45 MILES SOUTHWEST ALONG RIVER ROAD, ABOUT
 MF0429'0.7 MILE SOUTHWEST OF THE FIVE MILE BRIDGE OVER THE ILLINOIS
 MF0429'MICHIGAN CANAL, SET ON THE NORTHWEST SIDE OF THE ROAD AT A
 MF0429'DRIVE WAY LEADING TO A FARM HOUSE WHICH IS ABOUT 0.2 MILE NORTH
 MF0429'OF THE RIVER ROAD, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 MF0429'DRIVE WAY, 26 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 MF0429'29 FEET NORTHEAST OF A 24-INCH PINE TREE, 26 FEET SOUTHWEST
 MF0429'OF A TELEPHONE POLE, 5 FEET SOUTHEAST OF THE FENCE LINE, 2
 MF0429'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5
 MF0429'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 MF0429'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0081 ***********************************************************************
 MF0081  DESIGNATION -  G 142
 MF0081  PID         -  MF0081
 MF0081  STATE/COUNTY-  IL/WILL
 MF0081  USGS QUAD   -  PLAINFIELD (1993)
 MF0081
 MF0081                         *CURRENT SURVEY CONTROL
 MF0081  ___________________________________________________________________
 MF0081* NAD 83(1986)-  41 31 14.     (N)    088 10 43.     (W)     SCALED    
 MF0081* NAVD 88     -       177.745  (meters)     583.15   (feet)  ADJUSTED  
 MF0081  ___________________________________________________________________
 MF0081  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0081  DYNAMIC HT  -         177.679 (meters)     582.94  (feet)  COMP
 MF0081  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 MF0081
 MF0081  VERT ORDER  -  FIRST     CLASS II
 MF0081
 MF0081.This mark is at Joliet Park District Airport (JOT)
 MF0081
 MF0081.The horizontal coordinates were scaled from a topographic map and have
 MF0081.an estimated accuracy of +/- 6 seconds.
 MF0081
 MF0081.The orthometric height was determined by differential leveling
 MF0081.and adjusted by the National Geodetic Survey in June 1991..
 MF0081
 MF0081.The geoid height was determined by GEOID03.
 MF0081
 MF0081.The dynamic height is computed by dividing the NAVD 88
 MF0081.geopotential number by the normal gravity value computed on the
 MF0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0081.degrees latitude (g = 980.6199 gals.).
 MF0081
 MF0081.The modeled gravity was interpolated from observed gravity values.
 MF0081
 MF0081;                    North         East    Units  Estimated Accuracy
 MF0081;SPC IL E     -   538,860.      312,910.      MT  (+/- 180 meters Scaled)
 MF0081
 MF0081                          SUPERSEDED SURVEY CONTROL
 MF0081
 MF0081  NGVD 29 (??/??/92)  177.840  (m)          583.46   (f) ADJ UNCH    1 2
 MF0081
 MF0081.Superseded values are not recommended for survey control.
 MF0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0081.See file dsdata.txt to determine how the superseded data were derived.
 MF0081
 MF0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL016972(NAD 83)
 MF0081_MARKER: DB = BENCH MARK DISK
 MF0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0081_SP_SET: BUILDING
 MF0081_STAMPING: G 142 1947
 MF0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0081
 MF0081  HISTORY     - Date     Condition        Report By
 MF0081  HISTORY     - 1947     MONUMENTED       CGS
 MF0081  HISTORY     - 1979     GOOD             LOCENG
 MF0081
 MF0081                          STATION DESCRIPTION
 MF0081
 MF0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0081'5.2 MI W FROM JOLIET.
 MF0081'ABOUT 5.15 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE COURT HOUSE
 MF0081'AT JOLIET, AT THE JOLIET MUNICIPAL AIRPORT, SET VERTICALLY IN THE
 MF0081'NORTHEAST FACE AT THE EAST CORNER OF THE BRICK ADMINSTRATION
 MF0081'BUILDING, ALSO, THE WEATHER BUREAU STATION, 1.3 FEET NORTHWEST
 MF0081'OF THE EAST CORNER OF THE BUILDING AND 3.2 FEET ABOVE THE SIDE
 MF0081'WALK.
 MF0081
 MF0081                          STATION RECOVERY (1979)
 MF0081
 MF0081'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MF0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0150 ***********************************************************************
 MF0150  DESIGNATION -  G 143
 MF0150  PID         -  MF0150
 MF0150  STATE/COUNTY-  IL/GRUNDY
 MF0150  USGS QUAD   -  LISBON (1993)
 MF0150
 MF0150                         *CURRENT SURVEY CONTROL
 MF0150  ___________________________________________________________________
 MF0150* NAD 83(1986)-  41 25 50.     (N)    088 25 24.     (W)     SCALED    
 MF0150* NAVD 88     -       179.708  (meters)     589.59   (feet)  ADJUSTED  
 MF0150  ___________________________________________________________________
 MF0150  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0150  DYNAMIC HT  -         179.639 (meters)     589.37  (feet)  COMP
 MF0150  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 MF0150
 MF0150  VERT ORDER  -  FIRST     CLASS II
 MF0150
 MF0150.The horizontal coordinates were scaled from a topographic map and have
 MF0150.an estimated accuracy of +/- 6 seconds.
 MF0150
 MF0150.The orthometric height was determined by differential leveling
 MF0150.and adjusted by the National Geodetic Survey in June 1991..
 MF0150
 MF0150.The geoid height was determined by GEOID03.
 MF0150
 MF0150.The dynamic height is computed by dividing the NAVD 88
 MF0150.geopotential number by the normal gravity value computed on the
 MF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0150.degrees latitude (g = 980.6199 gals.).
 MF0150
 MF0150.The modeled gravity was interpolated from observed gravity values.
 MF0150
 MF0150;                    North         East    Units  Estimated Accuracy
 MF0150;SPC IL E     -   528,860.      292,480.      MT  (+/- 180 meters Scaled)
 MF0150
 MF0150                          SUPERSEDED SURVEY CONTROL
 MF0150
 MF0150  NGVD 29 (??/??/92)  179.782  (m)          589.83   (f) ADJ UNCH    1 2
 MF0150
 MF0150.Superseded values are not recommended for survey control.
 MF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0150.See file dsdata.txt to determine how the superseded data were derived.
 MF0150
 MF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL810875(NAD 83)
 MF0150_MARKER: DB = BENCH MARK DISK
 MF0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0150_SP_SET: BUILDING
 MF0150_STAMPING: G 143 1947
 MF0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0150
 MF0150  HISTORY     - Date     Condition        Report By
 MF0150  HISTORY     - 1947     MONUMENTED       CGS
 MF0150
 MF0150                          STATION DESCRIPTION
 MF0150
 MF0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0150'5 MI N FROM MORRIS.
 MF0150'ABOUT 4.95 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0150'HOUSE AT MORRIS, ACROSS THE HIGHWAY FROM THE MORRIS AIRPORT
 MF0150'SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST CORNER OF THE
 MF0150'GRACE EV.-LUTHERAN CHURCH, 9.3 FEET NORTH OF THE SOUTHWEST
 MF0150'CORNER OF THE BUILDING, 7.8 FEET SOUTH OF THE CENTER OF THE
 MF0150'WEST ENTRANCE AND 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0044 ***********************************************************************
 HB0044  DESIGNATION -  G 144
 HB0044  PID         -  HB0044
 HB0044  STATE/COUNTY-  IL/GALLATIN
 HB0044  USGS QUAD   -  EQUALITY (1996)
 HB0044
 HB0044                         *CURRENT SURVEY CONTROL
 HB0044  ___________________________________________________________________
 HB0044* NAD 83(1997)-  37 43 53.63982(N)    088 21 01.31079(W)     ADJUSTED  
 HB0044* NAVD 88     -       109.790  (meters)     360.20   (feet)  ADJUSTED  
 HB0044  ___________________________________________________________________
 HB0044  X           -     145,399.861 (meters)                     COMP
 HB0044  Y           -  -5,048,687.621 (meters)                     COMP
 HB0044  Z           -   3,881,971.728 (meters)                     COMP
 HB0044  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HB0044  ELLIP HEIGHT-          80.09  (meters)          (03/08/05) GPS OBS
 HB0044  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HB0044  DYNAMIC HT  -         109.715 (meters)     359.96  (feet)  COMP
 HB0044  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 HB0044
 HB0044  HORZ ORDER  -  FIRST
 HB0044  VERT ORDER  -  FIRST     CLASS II
 HB0044  ELLP ORDER  -  FOURTH    CLASS I
 HB0044
 HB0044.The horizontal coordinates were established by classical geodetic methods
 HB0044.and adjusted by the National Geodetic Survey in October 1999..
 HB0044
 HB0044.The orthometric height was determined by differential leveling
 HB0044.and adjusted by the National Geodetic Survey in June 1991..
 HB0044
 HB0044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0044
 HB0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0044
 HB0044.The ellipsoidal height was determined by GPS observations
 HB0044.and is referenced to NAD 83.
 HB0044
 HB0044.The geoid height was determined by GEOID03.
 HB0044
 HB0044.The dynamic height is computed by dividing the NAVD 88
 HB0044.geopotential number by the normal gravity value computed on the
 HB0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0044.degrees latitude (g = 980.6199 gals.).
 HB0044
 HB0044.The modeled gravity was interpolated from observed gravity values.
 HB0044
 HB0044;                    North         East     Units Scale Factor Converg.
 HB0044;SPC IL E     -   118,181.255   298,498.747   MT  0.99997503   -0 00 37.5
 HB0044;SPC IL E     -   387,733.00    979,324.64   sFT  0.99997503   -0 00 37.5
 HB0044;UTM  16      - 4,176,890.656   381,007.996   MT  0.99977440   -0 49 35.3
 HB0044
 HB0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0044!SPC IL E     -   0.99998743  x   0.99997503  =   0.99996246
 HB0044!UTM  16      -   0.99998743  x   0.99977440  =   0.99976184
 HB0044
 HB0044                          SUPERSEDED SURVEY CONTROL
 HB0044
 HB0044  ELLIP H (10/21/99)   80.10   (m)                       GP(       ) 4 1
 HB0044  NAD 83(1997)-  37 43 53.64207(N)    088 21 01.31053(W) AD(       ) 1
 HB0044  NAD 83(1997)-  37 43 53.64400(N)    088 21 01.31053(W) AD(       ) 1
 HB0044  NAD 83(1986)-  37 43 53.65080(N)    088 21 01.31243(W) AD(       ) 1
 HB0044  NAVD 88 (03/23/94)  109.79   (m)          360.2    (f) LEVELING    3  
 HB0044  NGVD 29 (??/??/??)  109.891  (m)          360.53   (f) ADJUSTED    1 2
 HB0044
 HB0044.Superseded values are not recommended for survey control.
 HB0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0044.See file dsdata.txt to determine how the superseded data were derived.
 HB0044
 HB0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8100876891(NAD 83)
 HB0044_MARKER: DD = SURVEY DISK
 HB0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0044_SP_SET: CONCRETE POST
 HB0044_STAMPING: G144 1940 USCGS BENCH MRK ELEV. ABV. MEAN SEA LVL
 HB0044_MARK LOGO: CGS   
 HB0044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HB0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0044+STABILITY: POSITION/ELEVATION WELL
 HB0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0044+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1993
 HB0044
 HB0044  HISTORY     - Date     Condition        Report By
 HB0044  HISTORY     - 1940     MONUMENTED       CGS
 HB0044  HISTORY     - 1953     GOOD             CGS
 HB0044  HISTORY     - 19921209 GOOD
 HB0044  HISTORY     - 19930226 GOOD             NGS
 HB0044
 HB0044                          STATION DESCRIPTION
 HB0044
 HB0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HB0044'7.8 MI SE FROM ELDORADO.
 HB0044'ABOUT 7.75 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASVHILLE
 HB0044'RAILROAD FROM THE UNION STATION AT ELDORADO, AT THE OLD STATION
 HB0044'SITE AT EQUALITY, ABOUT 0.1 MILE WEST OF MILE POST 411, 89 FEET
 HB0044'NORTHEAST OF THE CENTER OF A ROAD CROSSING, 46 1/2 FEET NORTH OF
 HB0044'THE NORTH RAIL, 71 FEET SOUTHWEST OF A WELL, 59 FEET SOUTHWEST
 HB0044'OF THE SOUTHWEST CORNER OF AN IMITATION RED BRICK HOUSE, 50 1/2
 HB0044'FEET WEST OF U.S.G.S. B.M. 362 (PIPE), 37 FEET SOUTHEAST OF THE
 HB0044'CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A WHITE WOODEN
 HB0044'WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A
 HB0044'CONCRETE POST PROJECTING 3 INCHES.
 HB0044
 HB0044                          STATION RECOVERY (1953)
 HB0044
 HB0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 HB0044'RECOVERED IN GOOD CONDITION.
 HB0044
 HB0044                          STATION RECOVERY (1992)
 HB0044
 HB0044'RECOVERED 1992
 HB0044'RECOVERED IN GOOD CONDITION.
 HB0044
 HB0044                          STATION RECOVERY (1993)
 HB0044
 HB0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB0044'FROM THE INTERSECTION OF ILLINOIS HIGHWAYS 142 AND 13, PROCEED
 HB0044'SOUTHEAST ALONG HIGHWAY 142 1.61 KM (1.00 MI) TO AN INTERSECTION WITH
 HB0044'WALNUT STREET (ALSO KNOWN AS COUNTY ROAD 902), TURN RIGHT
 HB0044'(SOUTHWESTERLY)AND PROCEED 0.48 KM (0.30 MI) TO AN INTERSECTION WITH
 HB0044'A ROAD TO THE RIGHT (NEXT TO A BUILDING UNDER CONSTRUCTION), TURN
 HB0044'RIGHT AND PROCEED 0.16 KM (0.10 MI) TO A DRIVEWAY ON THE LEFT, TURN
 HB0044'LEFT AND THE STATION IS 37.5 M (123.0 FT) SOUTH ON LEFT SIDE OF
 HB0044'DRIVEWAY.  STATION G-144 IS A CIRCULAR INSCRIBED BRASS CAP SET IN
 HB0044'CONCRETE.
 HB0044'1.)  37.5M SOUTH OF THE CENTERLINE OF DEPOT STREET.
 HB0044'2.)  15.9M SOUTHWEST OF THE SOUTHWEST CORNER OF NEW BUILDING.
 HB0044'3.)  11.1M SOUTH OF A 30 INCH DIAMETER SILVER MAPLE TREE.
 HB0044'4.)  5.49M EAST OF THE CENTERLINE OF GRAVEL DRIVE.
 HB0044'5.)  16.7M EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0547 ***********************************************************************
 HB0547  DESIGNATION -  G 145
 HB0547  PID         -  HB0547
 HB0547  STATE/COUNTY-  IL/SALINE
 HB0547  USGS QUAD   -  GALATIA (1976)
 HB0547
 HB0547                         *CURRENT SURVEY CONTROL
 HB0547  ___________________________________________________________________
 HB0547* NAD 83(1986)-  37 49 44.     (N)    088 36 03.     (W)     SCALED    
 HB0547* NAVD 88     -       119.073  (meters)     390.66   (feet)  ADJUSTED  
 HB0547  ___________________________________________________________________
 HB0547  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HB0547  DYNAMIC HT  -         118.992 (meters)     390.39  (feet)  COMP
 HB0547  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 HB0547
 HB0547  VERT ORDER  -  FIRST     CLASS II
 HB0547
 HB0547.The horizontal coordinates were scaled from a topographic map and have
 HB0547.an estimated accuracy of +/- 6 seconds.
 HB0547
 HB0547.The orthometric height was determined by differential leveling
 HB0547.and adjusted by the National Geodetic Survey in June 1991..
 HB0547
 HB0547.The geoid height was determined by GEOID03.
 HB0547
 HB0547.The dynamic height is computed by dividing the NAVD 88
 HB0547.geopotential number by the normal gravity value computed on the
 HB0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0547.degrees latitude (g = 980.6199 gals.).
 HB0547
 HB0547.The modeled gravity was interpolated from observed gravity values.
 HB0547
 HB0547;                    North         East    Units  Estimated Accuracy
 HB0547;SPC IL E     -   129,020.      276,450.      MT  (+/- 180 meters Scaled)
 HB0547
 HB0547                          SUPERSEDED SURVEY CONTROL
 HB0547
 HB0547  NGVD 29 (??/??/??)  119.173  (m)          390.99   (f) ADJUSTED    1 2
 HB0547
 HB0547.Superseded values are not recommended for survey control.
 HB0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0547.See file dsdata.txt to determine how the superseded data were derived.
 HB0547
 HB0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG591880(NAD 83)
 HB0547_MARKER: DB = BENCH MARK DISK
 HB0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0547_STAMPING: G 145 1949
 HB0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0547+STABILITY: SURFACE MOTION
 HB0547
 HB0547  HISTORY     - Date     Condition        Report By
 HB0547  HISTORY     - 1949     MONUMENTED       CGS
 HB0547
 HB0547                          STATION DESCRIPTION
 HB0547
 HB0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0547'0.8 MI SE FROM GALATIA.
 HB0547'0.8 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0547'STATION AT GALATIA, AT FARM ROAD CROSSING, ABOUT 0.25 MILE NORTHWEST
 HB0547'OF A ROAD CROSSING, 33 FEET NORTH-NORTHWEST OF CENTER LINE OF
 HB0547'CROSSING, 21 FEET NORTHEAST OF THE NORTHEAST RAIL, 18.5 FEET
 HB0547'WEST OF THE CENTER LINE OF FARM ROAD AT THE CENTER LINE OF A
 HB0547'GAP IN THE FENCE, 11 FEET WEST OF FENCE CORNER, 7 FEET NORTHWEST
 HB0547'OF TELEPHONE POLE, 2 FEET SOUTHWEST OF R/W FENCE LINE, 1.5 FEET
 HB0547'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 HB0547'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0368 ***********************************************************************
 JB0368  DESIGNATION -  G 146
 JB0368  PID         -  JB0368
 JB0368  STATE/COUNTY-  IL/FRANKLIN
 JB0368  USGS QUAD   -  REND LAKE DAM (1975)
 JB0368
 JB0368                         *CURRENT SURVEY CONTROL
 JB0368  ___________________________________________________________________
 JB0368* NAD 83(1986)-  38 00 20.     (N)    088 55 54.     (W)     SCALED    
 JB0368* NAVD 88     -       134.713  (meters)     441.97   (feet)  ADJUSTED  
 JB0368  ___________________________________________________________________
 JB0368  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JB0368  DYNAMIC HT  -         134.622 (meters)     441.67  (feet)  COMP
 JB0368  MODELED GRAV-     979,958.2   (mgal)                       NAVD 88
 JB0368
 JB0368  VERT ORDER  -  FIRST     CLASS II
 JB0368
 JB0368.The horizontal coordinates were scaled from a topographic map and have
 JB0368.an estimated accuracy of +/- 6 seconds.
 JB0368
 JB0368.The orthometric height was determined by differential leveling
 JB0368.and adjusted by the National Geodetic Survey in June 1991..
 JB0368
 JB0368.The geoid height was determined by GEOID03.
 JB0368
 JB0368.The dynamic height is computed by dividing the NAVD 88
 JB0368.geopotential number by the normal gravity value computed on the
 JB0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0368.degrees latitude (g = 980.6199 gals.).
 JB0368
 JB0368.The modeled gravity was interpolated from observed gravity values.
 JB0368
 JB0368;                    North         East    Units  Estimated Accuracy
 JB0368;SPC IL E     -   148,760.      247,450.      MT  (+/- 180 meters Scaled)
 JB0368
 JB0368                          SUPERSEDED SURVEY CONTROL
 JB0368
 JB0368  NGVD 29 (??/??/92)  134.804  (m)          442.27   (f) ADJ UNCH    1 2
 JB0368
 JB0368.Superseded values are not recommended for survey control.
 JB0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0368.See file dsdata.txt to determine how the superseded data were derived.
 JB0368
 JB0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH304081(NAD 83)
 JB0368_MARKER: DB = BENCH MARK DISK
 JB0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0368_STAMPING: G 146 1949
 JB0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0368+STABILITY: SURFACE MOTION
 JB0368
 JB0368  HISTORY     - Date     Condition        Report By
 JB0368  HISTORY     - 1949     MONUMENTED       CGS
 JB0368  HISTORY     - 1979     GOOD             ILDT
 JB0368  HISTORY     - 20060228 GOOD             ILDT
 JB0368
 JB0368                          STATION DESCRIPTION
 JB0368
 JB0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0368'AT BENTON AIRPORT.
 JB0368'AT THE BENTON AIRPORT, SET IN THE TOP OF THE SOUTHEAST CONCRETE
 JB0368'FOUNDATION BLOCK OF THE MAIN AIRPORT HANGAR, AND ABOUT 1/4 FEET
 JB0368'ABOVE THE HANGAR FLOOR.
 JB0368
 JB0368                          STATION RECOVERY (1979)
 JB0368
 JB0368'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB0368'RECOVERED IN GOOD CONDITION.
 JB0368
 JB0368                          STATION RECOVERY (2006)
 JB0368
 JB0368'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JB0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0025 ***********************************************************************
 JC0025  DESIGNATION -  G 147
 JC0025  PID         -  JC0025
 JC0025  STATE/COUNTY-  IL/ST CLAIR
 JC0025  USGS QUAD   -  MONKS MOUND (1993)
 JC0025
 JC0025                         *CURRENT SURVEY CONTROL
 JC0025  ___________________________________________________________________
 JC0025* NAD 83(1986)-  38 38 11.     (N)    090 06 29.     (W)     SCALED    
 JC0025* NAVD 88     -       125.245  (meters)     410.91   (feet)  ADJUSTED  
 JC0025  ___________________________________________________________________
 JC0025  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JC0025  DYNAMIC HT  -         125.166 (meters)     410.65  (feet)  COMP
 JC0025  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JC0025
 JC0025  VERT ORDER  -  FIRST     CLASS I
 JC0025
 JC0025.The horizontal coordinates were scaled from a topographic map and have
 JC0025.an estimated accuracy of +/- 6 seconds.
 JC0025
 JC0025.The orthometric height was determined by differential leveling
 JC0025.and adjusted by the National Geodetic Survey in June 1991..
 JC0025.WARNING-Repeat measurements at this control monument indicate possible
 JC0025.vertical movement.
 JC0025
 JC0025.The geoid height was determined by GEOID03.
 JC0025
 JC0025.The dynamic height is computed by dividing the NAVD 88
 JC0025.geopotential number by the normal gravity value computed on the
 JC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0025.degrees latitude (g = 980.6199 gals.).
 JC0025
 JC0025.The modeled gravity was interpolated from observed gravity values.
 JC0025
 JC0025;                    North         East    Units  Estimated Accuracy
 JC0025;SPC IL W     -   218,610.      705,100.      MT  (+/- 180 meters Scaled)
 JC0025
 JC0025                          SUPERSEDED SURVEY CONTROL
 JC0025
 JC0025  NGVD 29 (??/??/92)  125.357  (m)          411.28   (f) ADJ UNCH    1 1
 JC0025
 JC0025.Superseded values are not recommended for survey control.
 JC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0025.See file dsdata.txt to determine how the superseded data were derived.
 JC0025
 JC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC517803(NAD 83)
 JC0025_MARKER: DB = BENCH MARK DISK
 JC0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0025_STAMPING: G 147 1949
 JC0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0025+STABILITY: SURFACE MOTION
 JC0025
 JC0025  HISTORY     - Date     Condition        Report By
 JC0025  HISTORY     - 1949     MONUMENTED       CGS
 JC0025  HISTORY     - 1969     GOOD             NGS
 JC0025
 JC0025                          STATION DESCRIPTION
 JC0025
 JC0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0025'AT EAST ST LOUIS.
 JC0025'AT EAST ST LOUIS, ABOUT 1.0 MILE WEST ALONG FORST BLVD FROM
 JC0025'THE CITY HALL AT WASHINGTON PARK, 158 FEET EAST OF THE CENTER
 JC0025'OF THE JUNCTION OF FOREST BLVD AND 40 TH STREET, 46 FEET NORTHWEST
 JC0025'OF AND ACROSS AN ALLEY FROM THE NORTHWEST CORNER OF A RESIDENCE
 JC0025'AT 4012 FOREST BLVD, 28 FEET SOUTH OF THE CENTER LINE OF THE
 JC0025'BLVD, 16 FEET WEST OF THE CENTER LINE OF THE ALLEY, 4 FEET
 JC0025'WEST OF A POWER LINE POLE, ABOUT LEVEL WITH THE BLVD AND SET
 JC0025'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 JC0025'OF THE GROUND.  SEC 9, T 2N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0677 ***********************************************************************
 HB0677  DESIGNATION -  G 148
 HB0677  PID         -  HB0677
 HB0677  STATE/COUNTY-  IL/JACKSON
 HB0677  USGS QUAD   -  GORHAM (1994)
 HB0677
 HB0677                         *CURRENT SURVEY CONTROL
 HB0677  ___________________________________________________________________
 HB0677* NAD 83(1986)-  37 42 13.     (N)    089 29 30.     (W)     SCALED    
 HB0677* NAVD 88     -       111.684  (meters)     366.42   (feet)  ADJUSTED  
 HB0677  ___________________________________________________________________
 HB0677  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HB0677  DYNAMIC HT  -         111.606 (meters)     366.16  (feet)  COMP
 HB0677  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 HB0677
 HB0677  VERT ORDER  -  FIRST     CLASS II
 HB0677
 HB0677.The horizontal coordinates were scaled from a topographic map and have
 HB0677.an estimated accuracy of +/- 6 seconds.
 HB0677
 HB0677.The orthometric height was determined by differential leveling
 HB0677.and adjusted by the National Geodetic Survey in June 1991..
 HB0677
 HB0677.The geoid height was determined by GEOID03.
 HB0677
 HB0677.The dynamic height is computed by dividing the NAVD 88
 HB0677.geopotential number by the normal gravity value computed on the
 HB0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0677.degrees latitude (g = 980.6199 gals.).
 HB0677
 HB0677.The modeled gravity was interpolated from observed gravity values.
 HB0677
 HB0677;                    North         East    Units  Estimated Accuracy
 HB0677;SPC IL W     -   115,290.      759,520.      MT  (+/- 180 meters Scaled)
 HB0677
 HB0677                          SUPERSEDED SURVEY CONTROL
 HB0677
 HB0677  NGVD 29 (??/??/??)  111.785  (m)          366.75   (f) ADJUSTED    1 2
 HB0677
 HB0677.Superseded values are not recommended for survey control.
 HB0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0677.See file dsdata.txt to determine how the superseded data were derived.
 HB0677
 HB0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG803758(NAD 83)
 HB0677_MARKER: DB = BENCH MARK DISK
 HB0677_SETTING: 66 = SET IN ROCK OUTCROP
 HB0677_SP_SET: ROCK OUTCROP
 HB0677_STAMPING: G 148 1949
 HB0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0677+STABILITY: POSITION/ELEVATION WELL
 HB0677
 HB0677  HISTORY     - Date     Condition        Report By
 HB0677  HISTORY     - 1949     MONUMENTED       CGS
 HB0677  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB0677
 HB0677                          STATION DESCRIPTION
 HB0677
 HB0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0677'0.8 MI SW FROM GORHAM.
 HB0677'0.85 MILE SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0677'CROSSING OF THE MISSOURI PACIFIC RAILROAD AT GORHAM, 19.5 FEET
 HB0677'SOUTHEAST AND ACROSS THE TRACK FROM MILE POST T 12, AT THE
 HB0677'NORTHEAST END OF A CURVE IN TRACK FROM NORTHEAST TO
 HB0677'SOUTH-SOUTHWEST, SET VERTICALLY AND 2.5 FEET ABOVE THE GROUND
 HB0677'IN THE VERTICAL NORTHWEST FACE OF A ROCK WITH A VERTICAL FACE OF
 HB0677'20 BY 9 FEET, ABOUT 235 YARDS NORTHEAST OF A LARGE BOULDER
 HB0677'BETWEEN TRACK AND THE ROAD, 7.5 FEET SOUTHEAST OF THE SOUTHEAST
 HB0677'RAIL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 HB0677
 HB0677                          STATION RECOVERY (1981)
 HB0677
 HB0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0677'NOT RECOVERED, NO LARGE PROJECTING BOULDER WAS FOUND IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0634 ***********************************************************************
 HB0634  DESIGNATION -  G 149
 HB0634  PID         -  HB0634
 HB0634  STATE/COUNTY-  IL/JACKSON
 HB0634  USGS QUAD   -  DE SOTO (1978)
 HB0634
 HB0634                         *CURRENT SURVEY CONTROL
 HB0634  ___________________________________________________________________
 HB0634* NAD 83(1986)-  37 45 36.     (N)    089 13 15.     (W)     SCALED    
 HB0634* NAVD 88     -       119.504  (meters)     392.07   (feet)  ADJUSTED  
 HB0634  ___________________________________________________________________
 HB0634  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HB0634  DYNAMIC HT  -         119.422 (meters)     391.80  (feet)  COMP
 HB0634  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 HB0634
 HB0634  VERT ORDER  -  FIRST     CLASS I
 HB0634
 HB0634.The horizontal coordinates were scaled from a topographic map and have
 HB0634.an estimated accuracy of +/- 6 seconds.
 HB0634
 HB0634.The orthometric height was determined by differential leveling
 HB0634.and adjusted by the National Geodetic Survey in June 1991..
 HB0634.WARNING-Repeat measurements at this control monument indicate possible
 HB0634.vertical movement.
 HB0634
 HB0634.The geoid height was determined by GEOID03.
 HB0634
 HB0634.The dynamic height is computed by dividing the NAVD 88
 HB0634.geopotential number by the normal gravity value computed on the
 HB0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0634.degrees latitude (g = 980.6199 gals.).
 HB0634
 HB0634.The modeled gravity was interpolated from observed gravity values.
 HB0634
 HB0634;                    North         East    Units  Estimated Accuracy
 HB0634;SPC IL W     -   121,750.      783,340.      MT  (+/- 180 meters Scaled)
 HB0634
 HB0634                          SUPERSEDED SURVEY CONTROL
 HB0634
 HB0634  NGVD 29 (??/??/??)  119.592  (m)          392.36   (f) ADJUSTED    1 1
 HB0634
 HB0634.Superseded values are not recommended for survey control.
 HB0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0634.See file dsdata.txt to determine how the superseded data were derived.
 HB0634
 HB0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG043815(NAD 83)
 HB0634_MARKER: DB = BENCH MARK DISK
 HB0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0634_STAMPING: G 149 1969
 HB0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0634+STABILITY: SURFACE MOTION
 HB0634
 HB0634  HISTORY     - Date     Condition        Report By
 HB0634  HISTORY     - 1949     MONUMENTED       CGS
 HB0634  HISTORY     - 1969     GOOD             CGS
 HB0634  HISTORY     - 1976     GOOD             ILDT
 HB0634  HISTORY     - 1976     GOOD             ILDT
 HB0634  HISTORY     - 1976     GOOD             ILDT
 HB0634
 HB0634                          STATION DESCRIPTION
 HB0634
 HB0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0634'2.2 MI N FROM CARBONDALE.
 HB0634'ABOUT 2.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0634'FROM THE STATION AT CARBONDALE, 0.2 MILE NORTH OF MILEPOST 306,
 HB0634'65 YARDS WEST-SOUTHWEST OF THE CENTER OF A CROSSING OF THE
 HB0634'RAILROAD AND A PAVED ROAD, 195 1/2 FEET WEST AND ACROSS U.S.
 HB0634'HIGHWAY 51 FROM THE WEST RAIL OF THE WEST TRACK, 89 1/2 FEET
 HB0634'WEST OF THE CENTER LINE OF THE HIGHWAY, 78 FEET SOUTH OF THE
 HB0634'SOUTHEAST CORNER OF A FRAME HOUSE, 29 FEET WEST OF POWER POLE
 HB0634'NUMBER 105, 14 FEET NORTHEAST OF A CONCRETE FOUNDATION, 0.8
 HB0634'FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 HB0634'HIGHWAY, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 HB0634'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 HB0634'SURFACE OF THE GROUND.  SEC 9, T9S, R1W.
 HB0634
 HB0634                          STATION RECOVERY (1976)
 HB0634
 HB0634'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0634'RECOVERED IN GOOD CONDITION.
 HB0634
 HB0634                          STATION RECOVERY (1976)
 HB0634
 HB0634'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0634'RECOVERED IN GOOD CONDITION.
 HB0634
 HB0634                          STATION RECOVERY (1976)
 HB0634
 HB0634'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0395 ***********************************************************************
 LD0395  DESIGNATION -  G 15
 LD0395  PID         -  LD0395
 LD0395  STATE/COUNTY-  IL/BROWN
 LD0395  USGS QUAD   -  LAKE MOUNT STERLING (1981)
 LD0395
 LD0395                         *CURRENT SURVEY CONTROL
 LD0395  ___________________________________________________________________
 LD0395* NAD 83(1986)-  40 00 25.     (N)    090 52 14.     (W)     SCALED    
 LD0395* NAVD 88     -       229.308  (meters)     752.32   (feet)  ADJUSTED  
 LD0395  ___________________________________________________________________
 LD0395  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LD0395  DYNAMIC HT  -         229.186 (meters)     751.92  (feet)  COMP
 LD0395  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 LD0395
 LD0395  VERT ORDER  -  FIRST     CLASS II
 LD0395
 LD0395.The horizontal coordinates were scaled from a topographic map and have
 LD0395.an estimated accuracy of +/- 6 seconds.
 LD0395
 LD0395.The orthometric height was determined by differential leveling
 LD0395.and adjusted by the National Geodetic Survey in June 1991..
 LD0395
 LD0395.The geoid height was determined by GEOID03.
 LD0395
 LD0395.The dynamic height is computed by dividing the NAVD 88
 LD0395.geopotential number by the normal gravity value computed on the
 LD0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0395.degrees latitude (g = 980.6199 gals.).
 LD0395
 LD0395.The modeled gravity was interpolated from observed gravity values.
 LD0395
 LD0395;                    North         East    Units  Estimated Accuracy
 LD0395;SPC IL W     -   371,000.      639,900.      MT  (+/- 180 meters Scaled)
 LD0395
 LD0395                          SUPERSEDED SURVEY CONTROL
 LD0395
 LD0395  NGVD 29 (??/??/92)  229.387  (m)          752.58   (f) ADJ UNCH    1 2
 LD0395
 LD0395.Superseded values are not recommended for survey control.
 LD0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0395.See file dsdata.txt to determine how the superseded data were derived.
 LD0395
 LD0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE817307(NAD 83)
 LD0395_MARKER: DB = BENCH MARK DISK
 LD0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0395_STAMPING: G 15 1933
 LD0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0395+STABILITY: SURFACE MOTION
 LD0395
 LD0395  HISTORY     - Date     Condition        Report By
 LD0395  HISTORY     - 1933     MONUMENTED       CGS
 LD0395
 LD0395                          STATION DESCRIPTION
 LD0395
 LD0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LD0395'.2 MI E FROM TIMEWELL.
 LD0395'ABOUT 1/4 MILE EAST ALONG THE WABASH RAILWAY FROM TIMEWELL, BROWN
 LD0395'COUNTY, AT MILEPOST DET 494, 160 FEET WEST OF A SWITCH, 48 FEET
 LD0395'SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTH OF A FENCE.
 LD0395'A STANDARD DISK, STAMPED G 15 1933 AND SET IN THE TOP OF A CONCRETE
 LD0395'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0789 ***********************************************************************
 HB0789  DESIGNATION -  G 150
 HB0789  PID         -  HB0789
 HB0789  STATE/COUNTY-  IL/UNION
 HB0789  USGS QUAD   -  ANNA (1978)
 HB0789
 HB0789                         *CURRENT SURVEY CONTROL
 HB0789  ___________________________________________________________________
 HB0789* NAD 83(1986)-  37 27 11.     (N)    089 13 53.     (W)     SCALED    
 HB0789* NAVD 88     -       185.279  (meters)     607.87   (feet)  ADJUSTED  
 HB0789  ___________________________________________________________________
 HB0789  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HB0789  DYNAMIC HT  -         185.146 (meters)     607.43  (feet)  COMP
 HB0789  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 HB0789
 HB0789  VERT ORDER  -  FIRST     CLASS I
 HB0789
 HB0789.The horizontal coordinates were scaled from a topographic map and have
 HB0789.an estimated accuracy of +/- 6 seconds.
 HB0789
 HB0789.The orthometric height was determined by differential leveling
 HB0789.and adjusted by the National Geodetic Survey in June 1991..
 HB0789.WARNING-Repeat measurements at this control monument indicate possible
 HB0789.vertical movement.
 HB0789
 HB0789.The geoid height was determined by GEOID03.
 HB0789
 HB0789.The dynamic height is computed by dividing the NAVD 88
 HB0789.geopotential number by the normal gravity value computed on the
 HB0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0789.degrees latitude (g = 980.6199 gals.).
 HB0789
 HB0789.The modeled gravity was interpolated from observed gravity values.
 HB0789
 HB0789;                    North         East    Units  Estimated Accuracy
 HB0789;SPC IL W     -    87,680.      782,750.      MT  (+/- 180 meters Scaled)
 HB0789
 HB0789                          SUPERSEDED SURVEY CONTROL
 HB0789
 HB0789  NGVD 29 (??/??/??)  185.283  (m)          607.88   (f) ADJUSTED    1 1
 HB0789
 HB0789.Superseded values are not recommended for survey control.
 HB0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0789.See file dsdata.txt to determine how the superseded data were derived.
 HB0789
 HB0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG026474(NAD 83)
 HB0789_MARKER: DB = BENCH MARK DISK
 HB0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0789_STAMPING: G 150 1949
 HB0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0789+STABILITY: SURFACE MOTION
 HB0789
 HB0789  HISTORY     - Date     Condition        Report By
 HB0789  HISTORY     - 1949     MONUMENTED       CGS
 HB0789  HISTORY     - 1969     GOOD             CGS
 HB0789  HISTORY     - 1976     GOOD             ILDT
 HB0789  HISTORY     - 1976     GOOD             ILDT
 HB0789  HISTORY     - 1976     GOOD             ILDT
 HB0789  HISTORY     - 20020828 MARK NOT FOUND   USACE
 HB0789
 HB0789                          STATION DESCRIPTION
 HB0789
 HB0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0789'1 MI SE FROM ANNA.
 HB0789'ABOUT 1.05 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0789'FROM THE STATION AT ANNA, 0.3 MILE NORTHWEST OF MILEPOST 330, 135
 HB0789'FEET WEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 HB0789'GRAVELED ROAD, 79 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 HB0789'SOUTHWEST TRACK, 43 FEET NORTH OF THE CENTER LINE OF THE ROAD, 77.5
 HB0789'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 HB0789'FOUNDATION FOR SEMAPHORE SIGNAL NUMBER 329.7, 2 1/2 FEET NORTHWEST
 HB0789'OF A 12-INCH ELM TREE, 1 FOOT NORTHEAST OF A FENCE, 1.0 FOOT
 HB0789'SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 HB0789'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 HB0789'THE SURFACE OF THE GROUND.  SEC 20, T12S, R1W
 HB0789
 HB0789                          STATION RECOVERY (1976)
 HB0789
 HB0789'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0789'RECOVERED IN GOOD CONDITION.
 HB0789
 HB0789                          STATION RECOVERY (1976)
 HB0789
 HB0789'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0789'RECOVERED IN GOOD CONDITION.
 HB0789
 HB0789                          STATION RECOVERY (1976)
 HB0789
 HB0789'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0789'RECOVERED IN GOOD CONDITION.
 HB0789
 HB0789                          STATION RECOVERY (2002)
 HB0789
 HB0789'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2010 ***********************************************************************
 JB2010  DESIGNATION -  G 151 RESET
 JB2010  PID         -  JB2010
 JB2010  STATE/COUNTY-  IL/ST CLAIR
 JB2010  USGS QUAD   -  LEBANON (1991)
 JB2010
 JB2010                         *CURRENT SURVEY CONTROL
 JB2010  ___________________________________________________________________
 JB2010* NAD 83(1986)-  38 35 21.     (N)    089 51 15.     (W)     SCALED    
 JB2010* NAVD 88     -       157.95   (meters)     518.2    (feet)  RESET     
 JB2010  ___________________________________________________________________
 JB2010  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB2010
 JB2010  VERT ORDER  -  THIRD
 JB2010
 JB2010.The horizontal coordinates were scaled from a topographic map and have
 JB2010.an estimated accuracy of +/- 6 seconds.
 JB2010
 JB2010.The orthometric height was computed from unverified reset data.
 JB2010.No vertical observational check was made to the station.
 JB2010
 JB2010.The geoid height was determined by GEOID03.
 JB2010
 JB2010;                    North         East    Units  Estimated Accuracy
 JB2010;SPC IL W     -   213,410.      727,230.      MT  (+/- 180 meters Scaled)
 JB2010
 JB2010                          SUPERSEDED SURVEY CONTROL
 JB2010
 JB2010  NGVD 29 (03/28/06)  158.07   (m)          518.6    (f) RESET       3  
 JB2010
 JB2010.Superseded values are not recommended for survey control.
 JB2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2010.See file dsdata.txt to determine how the superseded data were derived.
 JB2010
 JB2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH514750(NAD 83)
 JB2010_MARKER: DV = VERTICAL CONTROL DISK
 JB2010_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JB2010_SP_SET: BRIDGE ABUTMENT
 JB2010_STAMPING: G 151 RESET 1986
 JB2010_MARK LOGO: NGS   
 JB2010_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2010+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JB2010
 JB2010  HISTORY     - Date     Condition        Report By
 JB2010  HISTORY     - 1986     MONUMENTED       ILDT
 JB2010
 JB2010                          STATION DESCRIPTION
 JB2010
 JB2010'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1986
 JB2010'3.0 MI (4.8 KM) EASTERLY ALONG OLD U.S. ROUTE 50 FROM ITS
 JB2010'INTERSECTION WITH LINCOLN AVENUE IN OFALLON, SET IN TOP OF NORTH
 JB2010'PARAPET AT WEST ABUTMENT OF BRIDGE CARRYING OLD U.S. ROUTE 50 OVER
 JB2010'THE BALTIMORE AND OHIO RAILROAD, 5.3 M (17.4 FT) NORTH OF BRIDGE
 JB2010'CENTERLINE, AND 0.9 M (3.0 FT) ABOVE BRIDGE DECK SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1312 ***********************************************************************
 JB1312  DESIGNATION -  G 152
 JB1312  PID         -  JB1312
 JB1312  STATE/COUNTY-  IL/CLINTON
 JB1312  USGS QUAD   -  BREESE (1981)
 JB1312
 JB1312                         *CURRENT SURVEY CONTROL
 JB1312  ___________________________________________________________________
 JB1312* NAD 83(1986)-  38 36 25.     (N)    089 32 00.     (W)     SCALED    
 JB1312* NAVD 88     -       137.761  (meters)     451.97   (feet)  ADJUSTED  
 JB1312  ___________________________________________________________________
 JB1312  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JB1312  DYNAMIC HT  -         137.675 (meters)     451.69  (feet)  COMP
 JB1312  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JB1312
 JB1312  VERT ORDER  -  FIRST     CLASS I
 JB1312
 JB1312.The horizontal coordinates were scaled from a topographic map and have
 JB1312.an estimated accuracy of +/- 6 seconds.
 JB1312
 JB1312.The orthometric height was determined by differential leveling
 JB1312.and adjusted by the National Geodetic Survey in June 1991..
 JB1312.WARNING-Repeat measurements at this control monument indicate possible
 JB1312.vertical movement.
 JB1312
 JB1312.The geoid height was determined by GEOID03.
 JB1312
 JB1312.The dynamic height is computed by dividing the NAVD 88
 JB1312.geopotential number by the normal gravity value computed on the
 JB1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1312.degrees latitude (g = 980.6199 gals.).
 JB1312
 JB1312.The modeled gravity was interpolated from observed gravity values.
 JB1312
 JB1312;                    North         East    Units  Estimated Accuracy
 JB1312;SPC IL W     -   215,530.      755,160.      MT  (+/- 180 meters Scaled)
 JB1312
 JB1312                          SUPERSEDED SURVEY CONTROL
 JB1312
 JB1312  NGVD 29 (??/??/92)  137.873  (m)          452.34   (f) ADJ UNCH    1 1
 JB1312
 JB1312.Superseded values are not recommended for survey control.
 JB1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1312.See file dsdata.txt to determine how the superseded data were derived.
 JB1312
 JB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH794762(NAD 83)
 JB1312_MARKER: DB = BENCH MARK DISK
 JB1312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1312_SP_SET: BRIDGE
 JB1312_STAMPING: G 152 1949
 JB1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1312
 JB1312  HISTORY     - Date     Condition        Report By
 JB1312  HISTORY     - 1949     MONUMENTED       CGS
 JB1312  HISTORY     - 1969     GOOD             NGS
 JB1312
 JB1312                          STATION DESCRIPTION
 JB1312
 JB1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1312'AT BREEZE.
 JB1312'AT BREEZE, ABOUT 0.4 MILE WEST ALONG THE BALTIMORE AND OHIO
 JB1312'RAILROAD FROM THE STATION, NEAR MILEPOLE 299-33, SET IN THE TOP
 JB1312'OF THE WING WALL AT THE NORTHEAST CORNER OF A 20-FOOT CONCRETE
 JB1312'BRIDGE OVER A SMALL STREAM, 6.8 FEET NORTH OF THE NORTH RAIL
 JB1312'AND 3 FEET BELOW THE LEVEL OF THE TRACK.  SEC 22, T2N, R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0050 ***********************************************************************
 JB0050  DESIGNATION -  G 153
 JB0050  PID         -  JB0050
 JB0050  STATE/COUNTY-  IL/RICHLAND
 JB0050  USGS QUAD   -  OLNEY (1971)
 JB0050
 JB0050                         *CURRENT SURVEY CONTROL
 JB0050  ___________________________________________________________________
 JB0050* NAD 83(1986)-  38 43 28.     (N)    088 05 38.     (W)     SCALED    
 JB0050* NAVD 88     -       141.304  (meters)     463.59   (feet)  ADJUSTED  
 JB0050  ___________________________________________________________________
 JB0050  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB0050  DYNAMIC HT  -         141.218 (meters)     463.31  (feet)  COMP
 JB0050  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 JB0050
 JB0050  VERT ORDER  -  FIRST     CLASS II
 JB0050
 JB0050.The horizontal coordinates were scaled from a topographic map and have
 JB0050.an estimated accuracy of +/- 6 seconds.
 JB0050
 JB0050.The orthometric height was determined by differential leveling
 JB0050.and adjusted by the National Geodetic Survey in June 1991..
 JB0050
 JB0050.The geoid height was determined by GEOID03.
 JB0050
 JB0050.The dynamic height is computed by dividing the NAVD 88
 JB0050.geopotential number by the normal gravity value computed on the
 JB0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0050.degrees latitude (g = 980.6199 gals.).
 JB0050
 JB0050.The modeled gravity was interpolated from observed gravity values.
 JB0050
 JB0050;                    North         East    Units  Estimated Accuracy
 JB0050;SPC IL E     -   228,420.      320,820.      MT  (+/- 180 meters Scaled)
 JB0050
 JB0050                          SUPERSEDED SURVEY CONTROL
 JB0050
 JB0050  NGVD 29 (??/??/92)  141.407  (m)          463.93   (f) ADJ UNCH    1 2
 JB0050
 JB0050.Superseded values are not recommended for survey control.
 JB0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0050.See file dsdata.txt to determine how the superseded data were derived.
 JB0050
 JB0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH049867(NAD 83)
 JB0050_MARKER: DB = BENCH MARK DISK
 JB0050_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JB0050_SP_SET: BRIDGE ABUTMENT
 JB0050_STAMPING: G 153 1949
 JB0050_MARK LOGO: CGS   
 JB0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0050
 JB0050  HISTORY     - Date     Condition        Report By
 JB0050  HISTORY     - 1949     MONUMENTED       CGS
 JB0050  HISTORY     - 1986     GOOD             NGS
 JB0050
 JB0050                          STATION DESCRIPTION
 JB0050
 JB0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0050'0.5 MI W FROM OLNEY.
 JB0050'0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0050'STATION AT OLNEY, SET IN THE NORTH END OF THE WEST ABUTMENT OF
 JB0050'OVERPASS 220/69 OVER STATE HIGHWAY 130, 7 FEET NORTH OF THE NORTH
 JB0050'RAIL AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 JB0050
 JB0050                          STATION RECOVERY (1986)
 JB0050
 JB0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0050'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN OLNEY, AT
 JB0050'THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND STATE HIGHWAY 130,
 JB0050'IN TOP OF AND 7.0 M (23.0 FT) SOUTH OF THE NORTH END OF THE WEST
 JB0050'CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE HIGHWAY, 5.5 M (18.0
 JB0050'FT) WEST OF THE CENTER OF THE HIGHWAY, AND 2.1 M (6.9 FT) NORTH OF THE
 JB0050'NEAR RAIL.
 JB0050'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0871 ***********************************************************************
 JB0871  DESIGNATION -  G 154 RESET 1964
 JB0871  PID         -  JB0871
 JB0871  STATE/COUNTY-  IL/CLINTON
 JB0871  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0871
 JB0871                         *CURRENT SURVEY CONTROL
 JB0871  ___________________________________________________________________
 JB0871* NAD 83(1986)-  38 36 35.     (N)    089 10 52.     (W)     SCALED    
 JB0871* NAVD 88     -       145.787  (meters)     478.30   (feet)  ADJUSTED  
 JB0871  ___________________________________________________________________
 JB0871  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0871  DYNAMIC HT  -         145.695 (meters)     478.00  (feet)  COMP
 JB0871  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JB0871
 JB0871  VERT ORDER  -  FIRST     CLASS I
 JB0871
 JB0871.The horizontal coordinates were scaled from a topographic map and have
 JB0871.an estimated accuracy of +/- 6 seconds.
 JB0871
 JB0871.The orthometric height was determined by differential leveling
 JB0871.and adjusted by the National Geodetic Survey in June 1991..
 JB0871
 JB0871.The geoid height was determined by GEOID03.
 JB0871
 JB0871.The dynamic height is computed by dividing the NAVD 88
 JB0871.geopotential number by the normal gravity value computed on the
 JB0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0871.degrees latitude (g = 980.6199 gals.).
 JB0871
 JB0871.The modeled gravity was interpolated from observed gravity values.
 JB0871
 JB0871;                    North         East    Units  Estimated Accuracy
 JB0871;SPC IL W     -   216,110.      785,840.      MT  (+/- 180 meters Scaled)
 JB0871
 JB0871                          SUPERSEDED SURVEY CONTROL
 JB0871
 JB0871  NGVD 29 (??/??/92)  145.917  (m)          478.73   (f) ADJ UNCH    1 1
 JB0871
 JB0871.Superseded values are not recommended for survey control.
 JB0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0871.See file dsdata.txt to determine how the superseded data were derived.
 JB0871
 JB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH100757(NAD 83)
 JB0871_MARKER: DB = BENCH MARK DISK
 JB0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0871_SP_SET: CULVERT
 JB0871_STAMPING: G 154 RESET 1964
 JB0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0871
 JB0871  HISTORY     - Date     Condition        Report By
 JB0871  HISTORY     - 1964     MONUMENTED       BORR
 JB0871  HISTORY     - 1969     GOOD             NGS
 JB0871
 JB0871                          STATION DESCRIPTION
 JB0871
 JB0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0871'3.4 MI W FROM SANDOVAL.
 JB0871'ABOUT 3.35 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0871'THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT SANDOVAL, ABOUT
 JB0871'0.2 MILE WEST OF A BLACK TOPPED ROAD CROSSING, NEAR MILEPOST
 JB0871'280-22, SET ON THE TOP OF THE EAST END OF THE SOUTH HEADWALL FOR
 JB0871'A 12 FOOT BOX CULVERT, 7 FEET SOUTH OF THE SOUTH RAIL, 1.1 FEET
 JB0871'WEST OF THE EAST END OF THE HEAD WALL AND 1 FOOT BELOW THE LEVEL
 JB0871'OF THE TRACK.  SEC 15, T2N, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1012 ***********************************************************************
 JB1012  DESIGNATION -  G 155
 JB1012  PID         -  JB1012
 JB1012  STATE/COUNTY-  IL/MARION
 JB1012  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1012
 JB1012                         *CURRENT SURVEY CONTROL
 JB1012  ___________________________________________________________________
 JB1012* NAD 83(1986)-  38 32 36.     (N)    089 07 54.     (W)     SCALED    
 JB1012* NAVD 88     -       149.990  (meters)     492.09   (feet)  ADJUSTED  
 JB1012  ___________________________________________________________________
 JB1012  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JB1012  DYNAMIC HT  -         149.894 (meters)     491.78  (feet)  COMP
 JB1012  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JB1012
 JB1012  VERT ORDER  -  FIRST     CLASS I
 JB1012
 JB1012.The horizontal coordinates were scaled from a topographic map and have
 JB1012.an estimated accuracy of +/- 6 seconds.
 JB1012
 JB1012.The orthometric height was determined by differential leveling
 JB1012.and adjusted by the National Geodetic Survey in June 1991..
 JB1012
 JB1012.The geoid height was determined by GEOID03.
 JB1012
 JB1012.The dynamic height is computed by dividing the NAVD 88
 JB1012.geopotential number by the normal gravity value computed on the
 JB1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1012.degrees latitude (g = 980.6199 gals.).
 JB1012
 JB1012.The modeled gravity was interpolated from observed gravity values.
 JB1012
 JB1012;                    North         East    Units  Estimated Accuracy
 JB1012;SPC IL E     -   208,590.      230,400.      MT  (+/- 180 meters Scaled)
 JB1012
 JB1012                          SUPERSEDED SURVEY CONTROL
 JB1012
 JB1012  NGVD 29 (??/??/92)  150.121  (m)          492.52   (f) ADJ UNCH    1 1
 JB1012
 JB1012.Superseded values are not recommended for survey control.
 JB1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1012.See file dsdata.txt to determine how the superseded data were derived.
 JB1012
 JB1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH142682(NAD 83)
 JB1012_MARKER: DB = BENCH MARK DISK
 JB1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1012_STAMPING: G 155 1949
 JB1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1012+STABILITY: SURFACE MOTION
 JB1012
 JB1012  HISTORY     - Date     Condition        Report By
 JB1012  HISTORY     - 1949     MONUMENTED       CGS
 JB1012  HISTORY     - 1969     GOOD             NGS
 JB1012
 JB1012                          STATION DESCRIPTION
 JB1012
 JB1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1012'1.2 MI N FROM CENTRALIA.
 JB1012'ABOUT 1.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1012'THE STATION AT CENTRALIA, 0.2 MILE SOUTH OF MILEPOST 251, 85
 JB1012'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 64 FEET SOUTH OF
 JB1012'THE CENTER LINE OF W. MARVIN STREET, 53 FEET EAST OF THE EAST
 JB1012'RAIL OF A SIDETRACK, 76 FEET EAST OF SEMAPHORE SIGNAL NUMBER
 JB1012'251.2, 5 FEET WEST OF TELEPHONE POLE NUMBER 140, 0.9 FOOT SOUTH
 JB1012'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 JB1012'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 JB1012'INCH ABOVE THE SURFACE OF THE GROUND.  SEC 7, T 1 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0606 ***********************************************************************
 JB0606  DESIGNATION -  G 156
 JB0606  PID         -  JB0606
 JB0606  STATE/COUNTY-  IL/MARION
 JB0606  USGS QUAD   -  SALEM SOUTH (1978)
 JB0606
 JB0606                         *CURRENT SURVEY CONTROL
 JB0606  ___________________________________________________________________
 JB0606* NAD 83(1986)-  38 37 11.     (N)    088 52 56.     (W)     SCALED    
 JB0606* NAVD 88     -       156.975  (meters)     515.01   (feet)  ADJUSTED  
 JB0606  ___________________________________________________________________
 JB0606  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JB0606  DYNAMIC HT  -         156.875 (meters)     514.68  (feet)  COMP
 JB0606  MODELED GRAV-     979,985.4   (mgal)                       NAVD 88
 JB0606
 JB0606  VERT ORDER  -  FIRST     CLASS II
 JB0606
 JB0606.The horizontal coordinates were scaled from a topographic map and have
 JB0606.an estimated accuracy of +/- 6 seconds.
 JB0606
 JB0606.The orthometric height was determined by differential leveling
 JB0606.and adjusted by the National Geodetic Survey in June 1991..
 JB0606
 JB0606.The geoid height was determined by GEOID03.
 JB0606
 JB0606.The dynamic height is computed by dividing the NAVD 88
 JB0606.geopotential number by the normal gravity value computed on the
 JB0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0606.degrees latitude (g = 980.6199 gals.).
 JB0606
 JB0606.The modeled gravity was interpolated from observed gravity values.
 JB0606
 JB0606;                    North         East    Units  Estimated Accuracy
 JB0606;SPC IL E     -   216,910.      252,200.      MT  (+/- 180 meters Scaled)
 JB0606
 JB0606                          SUPERSEDED SURVEY CONTROL
 JB0606
 JB0606  NGVD 29 (??/??/92)  157.09   (m)          515.4    (f) COMPUTED    1 2
 JB0606
 JB0606.Superseded values are not recommended for survey control.
 JB0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0606.See file dsdata.txt to determine how the superseded data were derived.
 JB0606
 JB0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH361762(NAD 83)
 JB0606_MARKER: DB = BENCH MARK DISK
 JB0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0606_SP_SET: CONCRETE POST
 JB0606_STAMPING: G 156 1949
 JB0606_MARK LOGO: CGS   
 JB0606_PROJECTION: RECESSED 5 CENTIMETERS
 JB0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0606+STABILITY: SURFACE MOTION
 JB0606
 JB0606  HISTORY     - Date     Condition        Report By
 JB0606  HISTORY     - 1949     MONUMENTED       CGS
 JB0606  HISTORY     - 1986     GOOD             NGS
 JB0606
 JB0606                          STATION DESCRIPTION
 JB0606
 JB0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0606'3.5 MI E FROM SALEM.
 JB0606'ABOUT 3.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0606'THE STATION AT SALEM, ABOUT 0.35 MILE WEST OF MILE POST C 264,
 JB0606'SET IN THE SOUTHEAST QUARTER OF A ROAD CROSSING, 50 FEET EAST OF
 JB0606'THE CENTER LINE OF THE ROAD, 45 FEET SOUTHEAST OF A CROSSING SIGN,
 JB0606'44 FEET SOUTH OF THE SOUTH RAIL, 10 FEET EAST OF MILE POLE
 JB0606'264/14 AND IN LINE WITH THE POLES, 8 FEET NORTH OF THE R/W
 JB0606'FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 JB0606'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JB0606'POST PROJECTING 4 INCHES.
 JB0606
 JB0606                          STATION RECOVERY (1986)
 JB0606
 JB0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0606'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JB0606'NEW DESCRIPTION FOLLOWS.  5.5 KM (3.4 MI) EASTERLY ALONG U.S. HIGHWAY
 JB0606'50 FROM ITS JUNCTION WITH STATE HIGHWAY 37 IN SALEM, THENCE 0.9 KM
 JB0606'(0.55 MI) SOUTH ALONG COUNTY ROAD 1400 E, 15.2 M (49.9 FT) EAST OF THE
 JB0606'CENTER OF THE ROAD, 13.7 M (44.9 FT) SOUTHEAST OF A RAILROAD CROSSING
 JB0606'SIGN, 13.4 M (44.0 FT) SOUTH OF THE NEAR RAIL OF THE CHESSIE SYSTEM
 JB0606'RAILROAD, AND 3.4 M (11.2 FT) EAST OF A UTILITY POLE WITH 2 GUY WIRES.
 JB0606'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JB0606'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0821 ***********************************************************************
 HB0821  DESIGNATION -  G 157
 HB0821  PID         -  HB0821
 HB0821  STATE/COUNTY-  IL/PULASKI
 HB0821  USGS QUAD   -  DONGOLA (1996)
 HB0821
 HB0821                         *CURRENT SURVEY CONTROL
 HB0821  ___________________________________________________________________
 HB0821* NAD 83(1986)-  37 16 04.     (N)    089 11 10.     (W)     SCALED    
 HB0821* NAVD 88     -       100.506  (meters)     329.74   (feet)  ADJUSTED  
 HB0821  ___________________________________________________________________
 HB0821  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB0821  DYNAMIC HT  -         100.434 (meters)     329.51  (feet)  COMP
 HB0821  MODELED GRAV-     979,916.1   (mgal)                       NAVD 88
 HB0821
 HB0821  VERT ORDER  -  FIRST     CLASS I
 HB0821
 HB0821.The horizontal coordinates were scaled from a topographic map and have
 HB0821.an estimated accuracy of +/- 6 seconds.
 HB0821
 HB0821.The orthometric height was determined by differential leveling
 HB0821.and adjusted by the National Geodetic Survey in June 1991..
 HB0821
 HB0821.The geoid height was determined by GEOID03.
 HB0821
 HB0821.The dynamic height is computed by dividing the NAVD 88
 HB0821.geopotential number by the normal gravity value computed on the
 HB0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0821.degrees latitude (g = 980.6199 gals.).
 HB0821
 HB0821.The modeled gravity was interpolated from observed gravity values.
 HB0821
 HB0821;                    North         East    Units  Estimated Accuracy
 HB0821;SPC IL W     -    67,160.      786,970.      MT  (+/- 180 meters Scaled)
 HB0821
 HB0821                          SUPERSEDED SURVEY CONTROL
 HB0821
 HB0821  NGVD 29 (??/??/??)  100.455  (m)          329.58   (f) ADJUSTED    1 1
 HB0821
 HB0821.Superseded values are not recommended for survey control.
 HB0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0821.See file dsdata.txt to determine how the superseded data were derived.
 HB0821
 HB0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG061268(NAD 83)
 HB0821_MARKER: DB = BENCH MARK DISK
 HB0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0821_SP_SET: CULVERT
 HB0821_STAMPING: G 157 1954
 HB0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0821+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HB0821
 HB0821  HISTORY     - Date     Condition        Report By
 HB0821  HISTORY     - 1954     MONUMENTED       CGS
 HB0821  HISTORY     - 1969     GOOD             CGS
 HB0821  HISTORY     - 20020827 GOOD             USACE
 HB0821
 HB0821                          STATION DESCRIPTION
 HB0821
 HB0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0821'0.6 MI S FROM ULLIN.
 HB0821'ABOUT 0.6 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0821'THE POST OFFICE AT ULLIN, 0.2 MILE SOUTH OF MILEPOST 345, 15
 HB0821'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP
 HB0821'OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A DOUBLE-CHANNEL
 HB0821'CONCRETE CULVERT, 14 RAILS NORTH OF A TELEPHONE WHICH IS ON
 HB0821'THE OUTSIDE OF A CURVE IN THE TRACK, AND ABOUT 7 FEET BELOW
 HB0821'THE LEVEL OF THE TRACK.  SEC 26, T14S, R1W.
 HB0821
 HB0821                          STATION RECOVERY (2002)
 HB0821
 HB0821'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0659 ***********************************************************************
 HB0659  DESIGNATION -  G 158
 HB0659  PID         -  HB0659
 HB0659  STATE/COUNTY-  IL/JACKSON
 HB0659  USGS QUAD   -  MAKANDA (1996)
 HB0659
 HB0659                         *CURRENT SURVEY CONTROL
 HB0659  ___________________________________________________________________
 HB0659* NAD 83(1986)-  37 36 58.     (N)    089 12 34.     (W)     SCALED    
 HB0659* NAVD 88     -       133.026  (meters)     436.44   (feet)  ADJUSTED  
 HB0659  ___________________________________________________________________
 HB0659  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 HB0659  DYNAMIC HT  -         132.933 (meters)     436.13  (feet)  COMP
 HB0659  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 HB0659
 HB0659  VERT ORDER  -  FIRST     CLASS I
 HB0659
 HB0659.The horizontal coordinates were scaled from a topographic map and have
 HB0659.an estimated accuracy of +/- 6 seconds.
 HB0659
 HB0659.The orthometric height was determined by differential leveling
 HB0659.and adjusted by the National Geodetic Survey in June 1991..
 HB0659
 HB0659.The geoid height was determined by GEOID03.
 HB0659
 HB0659.The dynamic height is computed by dividing the NAVD 88
 HB0659.geopotential number by the normal gravity value computed on the
 HB0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0659.degrees latitude (g = 980.6199 gals.).
 HB0659
 HB0659.The modeled gravity was interpolated from observed gravity values.
 HB0659
 HB0659;                    North         East    Units  Estimated Accuracy
 HB0659;SPC IL W     -   105,790.      784,510.      MT  (+/- 180 meters Scaled)
 HB0659
 HB0659                          SUPERSEDED SURVEY CONTROL
 HB0659
 HB0659  NGVD 29 (??/??/??)  133.077  (m)          436.60   (f) ADJUSTED    1 1
 HB0659
 HB0659.Superseded values are not recommended for survey control.
 HB0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0659.See file dsdata.txt to determine how the superseded data were derived.
 HB0659
 HB0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG049655(NAD 83)
 HB0659_MARKER: DB = BENCH MARK DISK
 HB0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0659_SP_SET: BRIDGE
 HB0659_STAMPING: G 158 1954
 HB0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0659
 HB0659  HISTORY     - Date     Condition        Report By
 HB0659  HISTORY     - 1954     MONUMENTED       CGS
 HB0659  HISTORY     - 1969     GOOD             CGS
 HB0659  HISTORY     - 1976     GOOD             ILDT
 HB0659  HISTORY     - 1976     GOOD             ILDT
 HB0659  HISTORY     - 1976     GOOD             ILDT
 HB0659
 HB0659                          STATION DESCRIPTION
 HB0659
 HB0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0659'0.1 MI S FROM MAKANDA.
 HB0659'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0659'STATION AT MAKANDA, 0.25 MILE SOUTH OF MILEPOST 316, 13 RAILS
 HB0659'SOUTH OF THE CENTER OF THE CROSSING OF THE RAILROAD AND A PAVED
 HB0659'ROAD, 14 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET IN THE
 HB0659'TOP OF THE NORTHWEST END OF THE SECOND STEP BELOW THE TOP OF THE
 HB0659'NORTHWEST CONCRETE WINGWALL OF RAILROAD BRIDGE NUMBER 316.3 OVER
 HB0659'DRURY CREEK, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 HB0659'SEC 27, T 10 S, R 1 W.
 HB0659
 HB0659                          STATION RECOVERY (1976)
 HB0659
 HB0659'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0659'RECOVERED IN GOOD CONDITION.
 HB0659
 HB0659                          STATION RECOVERY (1976)
 HB0659
 HB0659'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0659'RECOVERED IN GOOD CONDITION.
 HB0659
 HB0659                          STATION RECOVERY (1976)
 HB0659
 HB0659'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0609 ***********************************************************************
 HB0609  DESIGNATION -  G 159
 HB0609  PID         -  HB0609
 HB0609  STATE/COUNTY-  IL/JACKSON
 HB0609  USGS QUAD   -  ELKVILLE (1978)
 HB0609
 HB0609                         *CURRENT SURVEY CONTROL
 HB0609  ___________________________________________________________________
 HB0609* NAD 83(1986)-  37 54 12.     (N)    089 14 08.     (W)     SCALED    
 HB0609* NAVD 88     -       123.136  (meters)     403.99   (feet)  ADJUSTED  
 HB0609  ___________________________________________________________________
 HB0609  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HB0609  DYNAMIC HT  -         123.055 (meters)     403.72  (feet)  COMP
 HB0609  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 HB0609
 HB0609  VERT ORDER  -  FIRST     CLASS I
 HB0609
 HB0609.The horizontal coordinates were scaled from a topographic map and have
 HB0609.an estimated accuracy of +/- 6 seconds.
 HB0609
 HB0609.The orthometric height was determined by differential leveling
 HB0609.and adjusted by the National Geodetic Survey in June 1991..
 HB0609
 HB0609.The geoid height was determined by GEOID03.
 HB0609
 HB0609.The dynamic height is computed by dividing the NAVD 88
 HB0609.geopotential number by the normal gravity value computed on the
 HB0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0609.degrees latitude (g = 980.6199 gals.).
 HB0609
 HB0609.The modeled gravity was interpolated from observed gravity values.
 HB0609
 HB0609;                    North         East    Units  Estimated Accuracy
 HB0609;SPC IL W     -   137,650.      781,890.      MT  (+/- 180 meters Scaled)
 HB0609
 HB0609                          SUPERSEDED SURVEY CONTROL
 HB0609
 HB0609  NGVD 29 (??/??/??)  123.235  (m)          404.31   (f) ADJUSTED    1 1
 HB0609
 HB0609.Superseded values are not recommended for survey control.
 HB0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0609.See file dsdata.txt to determine how the superseded data were derived.
 HB0609
 HB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG034974(NAD 83)
 HB0609_MARKER: DB = BENCH MARK DISK
 HB0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0609_SP_SET: FOOTING
 HB0609_STAMPING: G 159 1954
 HB0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0609
 HB0609  HISTORY     - Date     Condition        Report By
 HB0609  HISTORY     - 1954     MONUMENTED       CGS
 HB0609  HISTORY     - 1969     GOOD             CGS
 HB0609  HISTORY     - 1976     GOOD             ILDT
 HB0609  HISTORY     - 1976     GOOD             ILDT
 HB0609  HISTORY     - 1976     GOOD             ILDT
 HB0609
 HB0609                          STATION DESCRIPTION
 HB0609
 HB0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0609'0.4 MI S FROM ELKVILLE.
 HB0609'ABOUT 0.4 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0609'THE POST OFFICE AT ELKVILLE, 0.15 MILE NORTHEAST OF MILEPOST
 HB0609'296, 100 YARDS EAST AND ACROSS U.S. HIGHWAY 51 FROM THE EAST
 HB0609'RAIL OF THE MAIN TRACK, 178 FEET EAST OF THE CENTER LINE OF THE
 HB0609'HIGHWAY, SET IN THE TOP OF THE WEST CORNER OF THE SOUTHWEST
 HB0609'CONCRETE FOOTING FOR A WATER TOWER, 74 FEET EAST OF THE NORTHEAST
 HB0609'CORNER OF A BRICK BUILDING WHICH IS OCCUPIED BY THE ELKVILLE
 HB0609'WATER WORKS, ABOUT LEVEL WITH THE TRACK, AND ABOUT 3 1/2 FEET
 HB0609'ABOVE THE LEVEL OF THE HIGHWAY.  SEC 20, T 7S, R 1W
 HB0609
 HB0609                          STATION RECOVERY (1976)
 HB0609
 HB0609'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0609'RECOVERED IN GOOD CONDITION.
 HB0609
 HB0609                          STATION RECOVERY (1976)
 HB0609
 HB0609'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0609'RECOVERED IN GOOD CONDITION.
 HB0609
 HB0609                          STATION RECOVERY (1976)
 HB0609
 HB0609'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1845 ***********************************************************************
 LB1845  DESIGNATION -  G 16
 LB1845  PID         -  LB1845
 LB1845  STATE/COUNTY-  IL/VERMILION
 LB1845  USGS QUAD   -  DANVILLE SW (1978)
 LB1845
 LB1845                         *CURRENT SURVEY CONTROL
 LB1845  ___________________________________________________________________
 LB1845* NAD 83(1986)-  40 07 11.     (N)    087 37 44.     (W)     SCALED    
 LB1845* NAVD 88     -       181.867  (meters)     596.68   (feet)  ADJUSTED  
 LB1845  ___________________________________________________________________
 LB1845  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LB1845  DYNAMIC HT  -         181.777 (meters)     596.38  (feet)  COMP
 LB1845  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 LB1845
 LB1845  VERT ORDER  -  FIRST     CLASS II
 LB1845
 LB1845.The horizontal coordinates were scaled from a topographic map and have
 LB1845.an estimated accuracy of +/- 6 seconds.
 LB1845
 LB1845.The orthometric height was determined by differential leveling
 LB1845.and adjusted by the National Geodetic Survey in June 1991..
 LB1845
 LB1845.The geoid height was determined by GEOID03.
 LB1845
 LB1845.The dynamic height is computed by dividing the NAVD 88
 LB1845.geopotential number by the normal gravity value computed on the
 LB1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1845.degrees latitude (g = 980.6199 gals.).
 LB1845
 LB1845.The modeled gravity was interpolated from observed gravity values.
 LB1845
 LB1845;                    North         East    Units  Estimated Accuracy
 LB1845;SPC IL E     -   383,530.      360,050.      MT  (+/- 180 meters Scaled)
 LB1845
 LB1845                          SUPERSEDED SURVEY CONTROL
 LB1845
 LB1845  NGVD 29 (??/??/92)  181.912  (m)          596.82   (f) ADJ UNCH    1 2
 LB1845
 LB1845.Superseded values are not recommended for survey control.
 LB1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1845.See file dsdata.txt to determine how the superseded data were derived.
 LB1845
 LB1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK464412(NAD 83)
 LB1845_MARKER: DB = BENCH MARK DISK
 LB1845_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LB1845_SP_SET: MASSIVE RETAINING WALL
 LB1845_STAMPING: G 16 1934
 LB1845_MARK LOGO: CGS   
 LB1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1845
 LB1845  HISTORY     - Date     Condition        Report By
 LB1845  HISTORY     - 1934     MONUMENTED       CGS
 LB1845  HISTORY     - 1954     GOOD             NGS
 LB1845  HISTORY     - 1986     GOOD             NGS
 LB1845
 LB1845                          STATION DESCRIPTION
 LB1845
 LB1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1845'0.4 MI SW FROM DANVILLE.
 LB1845'0.4 MILE SOUTHWEST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1845'AT DANVILLE, VERMILION COUNTY, AT THE SOUTH EDGE OF THE TOWN,
 LB1845'AT THE BRIDGE OVER VERMILION RIVER, IN THE TOP OF THE NORTHWEST
 LB1845'END OF THE WEST WING WALL, 6.4 FEET WEST OF THE WEST RAIL OF THE
 LB1845'SOUTHBOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A
 LB1845'STANDARD DISK, STAMPED G 16 1934.
 LB1845
 LB1845                          STATION RECOVERY (1986)
 LB1845
 LB1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1845'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 LB1845'MI) EAST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION WITH U.S. HIGHWAY
 LB1845'150 IN DANVILLE, THENCE 0.6 KM (0.35 MI) SOUTHWEST ALONG THE NORFOLK
 LB1845'AND WESTERN RAILROAD, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE
 LB1845'RETAINING WALL OF A RAILROAD BRIDGE SPANNING THE VERMILION RIVER,
 LB1845'2.0 M (6.6 FT) NORTHWEST OF THE NEAR RAIL, AND 0.5 M (1.6 FT)
 LB1845'SOUTHWEST OF THE NORTHEAST END OF THE RETAINING WALL.
 LB1845'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1044 ***********************************************************************
 JB1044  DESIGNATION -  G 160
 JB1044  PID         -  JB1044
 JB1044  STATE/COUNTY-  IL/WASHINGTON
 JB1044  USGS QUAD   -  ASHLEY (1974)
 JB1044
 JB1044                         *CURRENT SURVEY CONTROL
 JB1044  ___________________________________________________________________
 JB1044* NAD 83(1986)-  38 20 15.     (N)    089 11 15.     (W)     SCALED    
 JB1044* NAVD 88     -       170.371  (meters)     558.96   (feet)  ADJUSTED  
 JB1044  ___________________________________________________________________
 JB1044  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 JB1044  DYNAMIC HT  -         170.263 (meters)     558.60  (feet)  COMP
 JB1044  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 JB1044
 JB1044  VERT ORDER  -  FIRST     CLASS I
 JB1044
 JB1044.The horizontal coordinates were scaled from a topographic map and have
 JB1044.an estimated accuracy of +/- 6 seconds.
 JB1044
 JB1044.The orthometric height was determined by differential leveling
 JB1044.and adjusted by the National Geodetic Survey in June 1991..
 JB1044
 JB1044.The geoid height was determined by GEOID03.
 JB1044
 JB1044.The dynamic height is computed by dividing the NAVD 88
 JB1044.geopotential number by the normal gravity value computed on the
 JB1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1044.degrees latitude (g = 980.6199 gals.).
 JB1044
 JB1044.The modeled gravity was interpolated from observed gravity values.
 JB1044
 JB1044;                    North         East    Units  Estimated Accuracy
 JB1044;SPC IL W     -   185,880.      785,600.      MT  (+/- 180 meters Scaled)
 JB1044
 JB1044                          SUPERSEDED SURVEY CONTROL
 JB1044
 JB1044  NGVD 29 (??/??/92)  170.479  (m)          559.31   (f) ADJ UNCH    1 1
 JB1044
 JB1044.Superseded values are not recommended for survey control.
 JB1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1044.See file dsdata.txt to determine how the superseded data were derived.
 JB1044
 JB1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH088455(NAD 83)
 JB1044_MARKER: DB = BENCH MARK DISK
 JB1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1044_STAMPING: G 160 1954
 JB1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1044+STABILITY: SURFACE MOTION
 JB1044
 JB1044  HISTORY     - Date     Condition        Report By
 JB1044  HISTORY     - 1954     MONUMENTED       CGS
 JB1044  HISTORY     - 1969     GOOD             NGS
 JB1044
 JB1044                          STATION DESCRIPTION
 JB1044
 JB1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1044'0.6 MI N FROM ASHLEY.
 JB1044'ABOUT 0.6 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1044'THE STATION AT ASHLEY, 0.3 MILE NORTH OF MILEPOST 266, 97 FEET
 JB1044'EAST OF THE EAST RAIL OF THE EAST SET OF MAIN TRACKS, 68 FEET
 JB1044'EAST OF THE EAST RAIL OF A SIDETRACK, 103 FEET SOUTHWEST OF
 JB1044'POWER POLE NUMBER B 10 WHICH IS BRACED BY 6 GUY WIRES, 48 FEET
 JB1044'EAST OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES, ABOUT
 JB1044'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 JB1044'A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 JB1044'GROUND.  SEC 22, T2S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1083 ***********************************************************************
 JB1083  DESIGNATION -  G 161
 JB1083  PID         -  JB1083
 JB1083  STATE/COUNTY-  IL/PERRY
 JB1083  USGS QUAD   -  DU QUOIN (1975)
 JB1083
 JB1083                         *CURRENT SURVEY CONTROL
 JB1083  ___________________________________________________________________
 JB1083* NAD 83(1986)-  38 01 03.     (N)    089 14 24.     (W)     SCALED    
 JB1083* NAVD 88     -       141.567  (meters)     464.46   (feet)  ADJUSTED  
 JB1083  ___________________________________________________________________
 JB1083  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 JB1083  DYNAMIC HT  -         141.473 (meters)     464.15  (feet)  COMP
 JB1083  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 JB1083
 JB1083  VERT ORDER  -  FIRST     CLASS I
 JB1083
 JB1083.The horizontal coordinates were scaled from a topographic map and have
 JB1083.an estimated accuracy of +/- 6 seconds.
 JB1083
 JB1083.The orthometric height was determined by differential leveling
 JB1083.and adjusted by the National Geodetic Survey in June 1991..
 JB1083.WARNING-Repeat measurements at this control monument indicate possible
 JB1083.vertical movement.
 JB1083
 JB1083.The geoid height was determined by GEOID03.
 JB1083
 JB1083.The dynamic height is computed by dividing the NAVD 88
 JB1083.geopotential number by the normal gravity value computed on the
 JB1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1083.degrees latitude (g = 980.6199 gals.).
 JB1083
 JB1083.The modeled gravity was interpolated from observed gravity values.
 JB1083
 JB1083;                    North         East    Units  Estimated Accuracy
 JB1083;SPC IL W     -   150,320.      781,370.      MT  (+/- 180 meters Scaled)
 JB1083
 JB1083                          SUPERSEDED SURVEY CONTROL
 JB1083
 JB1083  NGVD 29 (??/??/92)  141.658  (m)          464.76   (f) ADJ UNCH    1 1
 JB1083
 JB1083.Superseded values are not recommended for survey control.
 JB1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1083.See file dsdata.txt to determine how the superseded data were derived.
 JB1083
 JB1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH033101(NAD 83)
 JB1083_MARKER: DB = BENCH MARK DISK
 JB1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1083_STAMPING: G 161 1954
 JB1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1083+STABILITY: SURFACE MOTION
 JB1083
 JB1083  HISTORY     - Date     Condition        Report By
 JB1083  HISTORY     - 1954     MONUMENTED       CGS
 JB1083  HISTORY     - 1969     GOOD             NGS
 JB1083  HISTORY     - 1979     GOOD             ILDT
 JB1083
 JB1083                          STATION DESCRIPTION
 JB1083
 JB1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1083'0.5 MI N FROM DU QUOIN.
 JB1083'ABOUT 0.5 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1083'THE STATION AT DU QUOIN, 164 1/2 FEET SOUTH OF MILEPOST 288, 31
 JB1083'FEET WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, 37 FEET
 JB1083'NORTH OF THE EXTENDED CENTER LINE OF PERRY STREET, 24 FEET EAST
 JB1083'OF THE CENTER LINE OF A PAVED STREET, 73 1/2 FEET NORTHEAST AND
 JB1083'ACROSS THE PAVED STREET FROM A FIRE HYDRANT, 15 FEET NORTH OF A
 JB1083'POWER POLE WHICH BEARS A STREET LIGHT, ABOUT 2 FEET BELOW THE
 JB1083'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JB1083'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 8, T6S,
 JB1083'R1W.
 JB1083
 JB1083                          STATION RECOVERY (1979)
 JB1083
 JB1083'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0806 ***********************************************************************
 LC0806  DESIGNATION -  G 162
 LC0806  PID         -  LC0806
 LC0806  STATE/COUNTY-  IL/TAZEWELL
 LC0806  USGS QUAD   -  MACKINAW (1979)
 LC0806
 LC0806                         *CURRENT SURVEY CONTROL
 LC0806  ___________________________________________________________________
 LC0806* NAD 83(1986)-  40 31 34.     (N)    089 22 29.     (W)     SCALED    
 LC0806* NAVD 88     -       180.262  (meters)     591.41   (feet)  ADJUSTED  
 LC0806  ___________________________________________________________________
 LC0806  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LC0806  DYNAMIC HT  -         180.176 (meters)     591.13  (feet)  COMP
 LC0806  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 LC0806
 LC0806  VERT ORDER  -  FIRST     CLASS II
 LC0806
 LC0806.The horizontal coordinates were scaled from a topographic map and have
 LC0806.an estimated accuracy of +/- 6 seconds.
 LC0806
 LC0806.The orthometric height was determined by differential leveling
 LC0806.and adjusted by the National Geodetic Survey in June 1991..
 LC0806
 LC0806.The geoid height was determined by GEOID03.
 LC0806
 LC0806.The dynamic height is computed by dividing the NAVD 88
 LC0806.geopotential number by the normal gravity value computed on the
 LC0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0806.degrees latitude (g = 980.6199 gals.).
 LC0806
 LC0806.The modeled gravity was interpolated from observed gravity values.
 LC0806
 LC0806;                    North         East    Units  Estimated Accuracy
 LC0806;SPC IL W     -   428,710.      767,100.      MT  (+/- 180 meters Scaled)
 LC0806
 LC0806                          SUPERSEDED SURVEY CONTROL
 LC0806
 LC0806  NGVD 29 (??/??/92)  180.345  (m)          591.68   (f) ADJ UNCH    1 2
 LC0806
 LC0806.Superseded values are not recommended for survey control.
 LC0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0806.See file dsdata.txt to determine how the superseded data were derived.
 LC0806
 LC0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK988888(NAD 83)
 LC0806_MARKER: DB = BENCH MARK DISK
 LC0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0806_STAMPING: G 162 1954
 LC0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0806+STABILITY: SURFACE MOTION
 LC0806
 LC0806  HISTORY     - Date     Condition        Report By
 LC0806  HISTORY     - 1954     MONUMENTED       CGS
 LC0806
 LC0806                          STATION DESCRIPTION
 LC0806
 LC0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0806'0.8 MI W FROM MACKINAW.
 LC0806'ABOUT 0.8 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0806'THE STATION AT MACKINAW, AT CROSSING OF A GRAVEL ROAD, 30 1/2
 LC0806'FEET SOUTH OF SOUTH RAIL, 57 FEET NORTH OF CENTER LINE OF STATE
 LC0806'HIGHWAY 9, 144 FEET NORTHEAST OF CENTER OF INTERSECTION OF
 LC0806'HIGHWAY AND GRAVEL ROAD, 106 FEET EAST OF CENTER LINE OF GRAVEL
 LC0806'ROAD, 30 1/2 FEET EAST OF TELEPHONE POLE NO. 187/14, 2 FEET SOUTH
 LC0806'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 LC0806'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0370 ***********************************************************************
 LC0370  DESIGNATION -  G 163
 LC0370  PID         -  LC0370
 LC0370  STATE/COUNTY-  IL/MCLEAN
 LC0370  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0370
 LC0370                         *CURRENT SURVEY CONTROL
 LC0370  ___________________________________________________________________
 LC0370* NAD 83(1986)-  40 28 35.     (N)    088 59 54.     (W)     SCALED    
 LC0370* NAVD 88     -       239.082  (meters)     784.39   (feet)  ADJUSTED  
 LC0370  ___________________________________________________________________
 LC0370  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0370  DYNAMIC HT  -         238.970 (meters)     784.02  (feet)  COMP
 LC0370  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 LC0370
 LC0370  VERT ORDER  -  FIRST     CLASS II
 LC0370
 LC0370.The horizontal coordinates were scaled from a topographic map and have
 LC0370.an estimated accuracy of +/- 6 seconds.
 LC0370
 LC0370.The orthometric height was determined by differential leveling
 LC0370.and adjusted by the National Geodetic Survey in June 1991..
 LC0370.WARNING-Repeat measurements at this control monument indicate possible
 LC0370.vertical movement.
 LC0370
 LC0370.The geoid height was determined by GEOID03.
 LC0370
 LC0370.The dynamic height is computed by dividing the NAVD 88
 LC0370.geopotential number by the normal gravity value computed on the
 LC0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0370.degrees latitude (g = 980.6199 gals.).
 LC0370
 LC0370.The modeled gravity was interpolated from observed gravity values.
 LC0370
 LC0370;                    North         East    Units  Estimated Accuracy
 LC0370;SPC IL E     -   423,110.      243,610.      MT  (+/- 180 meters Scaled)
 LC0370
 LC0370                          SUPERSEDED SURVEY CONTROL
 LC0370
 LC0370  NGVD 29 (??/??/92)  239.168  (m)          784.67   (f) ADJ UNCH    1 2
 LC0370
 LC0370.Superseded values are not recommended for survey control.
 LC0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0370.See file dsdata.txt to determine how the superseded data were derived.
 LC0370
 LC0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK306825(NAD 83)
 LC0370_MARKER: DB = BENCH MARK DISK
 LC0370_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LC0370_SP_SET: FOUNDATION WALL
 LC0370_STAMPING: G 163 1954
 LC0370_MARK LOGO: CGS   
 LC0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LC0370+STABILITY: POSITION/ELEVATION WELL
 LC0370
 LC0370  HISTORY     - Date     Condition        Report By
 LC0370  HISTORY     - 1954     MONUMENTED       CGS
 LC0370  HISTORY     - 1986     GOOD             NGS
 LC0370
 LC0370                          STATION DESCRIPTION
 LC0370
 LC0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0370'AT BLOOMINGTON.
 LC0370'AT BLOOMINGTON, ABOUT 0.3 MILE WEST ALONG THE NEW YORK CENTRAL
 LC0370'RAILROAD FROM THE FREIGHT STATION, LOCATED BETWEEN CROSSING OF
 LC0370'SOUTH MASON STREET AND SOUTH LEE STREET, SET VERTICALLY IN THE
 LC0370'SOUTH FACE OF SUNBEAM BAKERY COMPANY BUILDING, 18 FEET NORTH OF
 LC0370'NORTH RAIL OF NORTH MAIN TRACK, 0.6 FOOT EAST OF SOUTHWEST CORNER
 LC0370'OF BUILDING AND ABOUT 2 FEET ABOVE SIDE WALK.
 LC0370
 LC0370                          STATION RECOVERY (1986)
 LC0370
 LC0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0370'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 LC0370'BLOOMINGTON, AT 508 WEST OLIVE STREET, SET VERTICALLY IN THE SOUTH
 LC0370'FACE NEAR THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION WALL OF THE
 LC0370'PURITY BAKING COMPANY, AND 0.6 M (2.0 FT) EAST OF THE SOUTHWEST CORNER
 LC0370'OF THE BUILDING.
 LC0370'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0435 ***********************************************************************
 LC0435  DESIGNATION -  G 164
 LC0435  PID         -  LC0435
 LC0435  STATE/COUNTY-  IL/MCLEAN
 LC0435  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0435
 LC0435                         *CURRENT SURVEY CONTROL
 LC0435  ___________________________________________________________________
 LC0435* NAD 83(1986)-  40 27 32.     (N)    088 59 33.     (W)     SCALED    
 LC0435* NAVD 88     -       252.595  (meters)     828.72   (feet)  ADJUSTED  
 LC0435  ___________________________________________________________________
 LC0435  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0435  DYNAMIC HT  -         252.477 (meters)     828.34  (feet)  COMP
 LC0435  MODELED GRAV-     980,147.6   (mgal)                       NAVD 88
 LC0435
 LC0435  VERT ORDER  -  FIRST     CLASS II
 LC0435
 LC0435.The horizontal coordinates were scaled from a topographic map and have
 LC0435.an estimated accuracy of +/- 6 seconds.
 LC0435
 LC0435.The orthometric height was determined by differential leveling
 LC0435.and adjusted by the National Geodetic Survey in June 1991..
 LC0435
 LC0435.The geoid height was determined by GEOID03.
 LC0435
 LC0435.The dynamic height is computed by dividing the NAVD 88
 LC0435.geopotential number by the normal gravity value computed on the
 LC0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0435.degrees latitude (g = 980.6199 gals.).
 LC0435
 LC0435.The modeled gravity was interpolated from observed gravity values.
 LC0435
 LC0435;                    North         East    Units  Estimated Accuracy
 LC0435;SPC IL E     -   421,160.      244,090.      MT  (+/- 180 meters Scaled)
 LC0435
 LC0435                          SUPERSEDED SURVEY CONTROL
 LC0435
 LC0435  NGVD 29 (??/??/92)  252.657  (m)          828.93   (f) ADJ UNCH    1 2
 LC0435
 LC0435.Superseded values are not recommended for survey control.
 LC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0435.See file dsdata.txt to determine how the superseded data were derived.
 LC0435
 LC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK310805(NAD 83)
 LC0435_MARKER: DB = BENCH MARK DISK
 LC0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0435_SP_SET: CURB
 LC0435_STAMPING: G 164 1954
 LC0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0435
 LC0435  HISTORY     - Date     Condition        Report By
 LC0435  HISTORY     - 1954     MONUMENTED       CGS
 LC0435  HISTORY     - 1969     GOOD             NGS
 LC0435
 LC0435                          STATION DESCRIPTION
 LC0435
 LC0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0435'2.8 MI S FROM BLOOMINGTON.
 LC0435'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0435'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 1.45 MILES SOUTH ALONG
 LC0435'THE ILLINOIS CENTRAL RAILROAD, THENCE 0.7 MILE WEST ALONG U.S.
 LC0435'HIGHWAY 66, 14 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRAFFIC
 LC0435'LANE OF THE HIGHWAY, SET IN THE SOUTH CURB OF THE HIGHWAY OVERPASS
 LC0435'FOR SOUTH MAIN STREET WHICH IS U.S. HIGHWAY 51, 19 FEET WEST OF
 LC0435'THE EAST END OF THE SOUTH CONCRETE GUARD RAIL ON THE OVERPASS,
 LC0435'AND 1/2 FOOT ABOVE THE FLOOR OF THE OVERPASS.  SEC 16, T23N, R2E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0391 ***********************************************************************
 LC0391  DESIGNATION -  G 165
 LC0391  PID         -  LC0391
 LC0391  STATE/COUNTY-  IL/MCLEAN
 LC0391  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0391
 LC0391                         *CURRENT SURVEY CONTROL
 LC0391  ___________________________________________________________________
 LC0391* NAD 83(1986)-  40 20 04.     (N)    088 44 41.     (W)     SCALED    
 LC0391* NAVD 88     -       233.767  (meters)     766.95   (feet)  ADJUSTED  
 LC0391  ___________________________________________________________________
 LC0391  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC0391  DYNAMIC HT  -         233.656 (meters)     766.59  (feet)  COMP
 LC0391  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 LC0391
 LC0391  VERT ORDER  -  FIRST     CLASS II
 LC0391
 LC0391.The horizontal coordinates were scaled from a topographic map and have
 LC0391.an estimated accuracy of +/- 6 seconds.
 LC0391
 LC0391.The orthometric height was determined by differential leveling
 LC0391.and adjusted by the National Geodetic Survey in June 1991..
 LC0391
 LC0391.The geoid height was determined by GEOID03.
 LC0391
 LC0391.The dynamic height is computed by dividing the NAVD 88
 LC0391.geopotential number by the normal gravity value computed on the
 LC0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0391.degrees latitude (g = 980.6199 gals.).
 LC0391
 LC0391.The modeled gravity was interpolated from observed gravity values.
 LC0391
 LC0391;                    North         East    Units  Estimated Accuracy
 LC0391;SPC IL E     -   407,220.      265,040.      MT  (+/- 180 meters Scaled)
 LC0391
 LC0391                          SUPERSEDED SURVEY CONTROL
 LC0391
 LC0391  NGVD 29 (??/??/92)  233.823  (m)          767.13   (f) ADJ UNCH    1 2
 LC0391
 LC0391.Superseded values are not recommended for survey control.
 LC0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0391.See file dsdata.txt to determine how the superseded data were derived.
 LC0391
 LC0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK517663(NAD 83)
 LC0391_MARKER: DB = BENCH MARK DISK
 LC0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0391_STAMPING: G 165 1954
 LC0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0391+STABILITY: SURFACE MOTION
 LC0391
 LC0391  HISTORY     - Date     Condition        Report By
 LC0391  HISTORY     - 1954     MONUMENTED       CGS
 LC0391  HISTORY     - 1959     GOOD             NGS
 LC0391  HISTORY     - 1976     GOOD             NGS
 LC0391  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0391
 LC0391                          STATION DESCRIPTION
 LC0391
 LC0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0391'1.4 MI SE FROM LE ROY.
 LC0391'ABOUT 1.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0391'FROM THE STATION AT LE ROY, AT A FARM ROAD CROSSING, 44 FEET
 LC0391'NORTHEAST OF THE NORTHEAST RAIL, 55 FEET EAST-NORTHEAST OF THE
 LC0391'CENTER OF THE FARM ROAD CROSSING, 29 FEET SOUTHEAST OF THE CENTER
 LC0391'OF A GATE ACROSS THE FARM DRIVE, 93 FEET EAST-NORTHEAST AND ACROSS
 LC0391'THE TRACK AND DRIVE FROM TELEPHONE POLE NUMBER 149/10, 2 FEET
 LC0391'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 LC0391'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LC0391
 LC0391                          STATION RECOVERY (1976)
 LC0391
 LC0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0391'RECOVERED IN GOOD CONDITION.
 LC0391
 LC0391                          STATION RECOVERY (1986)
 LC0391
 LC0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1507 ***********************************************************************
 ME1507  DESIGNATION -  G 166
 ME1507  PID         -  ME1507
 ME1507  STATE/COUNTY-  IL/KANKAKEE
 ME1507  USGS QUAD   -  MOMENCE (1973)
 ME1507
 ME1507                         *CURRENT SURVEY CONTROL
 ME1507  ___________________________________________________________________
 ME1507* NAD 83(1986)-  41 10 12.     (N)    087 37 39.     (W)     SCALED    
 ME1507* NAVD 88     -       191.352  (meters)     627.79   (feet)  ADJUSTED  
 ME1507  ___________________________________________________________________
 ME1507  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 ME1507  DYNAMIC HT  -         191.272 (meters)     627.53  (feet)  COMP
 ME1507  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 ME1507
 ME1507  VERT ORDER  -  SECOND    CLASS 0
 ME1507
 ME1507.The horizontal coordinates were scaled from a topographic map and have
 ME1507.an estimated accuracy of +/- 6 seconds.
 ME1507
 ME1507.The orthometric height was determined by differential leveling
 ME1507.and adjusted by the National Geodetic Survey in June 1991..
 ME1507
 ME1507.The geoid height was determined by GEOID03.
 ME1507
 ME1507.The dynamic height is computed by dividing the NAVD 88
 ME1507.geopotential number by the normal gravity value computed on the
 ME1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1507.degrees latitude (g = 980.6199 gals.).
 ME1507
 ME1507.The modeled gravity was interpolated from observed gravity values.
 ME1507
 ME1507;                    North         East    Units  Estimated Accuracy
 ME1507;SPC IL E     -   500,160.      359,230.      MT  (+/- 180 meters Scaled)
 ME1507
 ME1507                          SUPERSEDED SURVEY CONTROL
 ME1507
 ME1507  NGVD 29 (??/??/92)  191.443  (m)          628.09   (f) ADJ UNCH    2 0
 ME1507
 ME1507.Superseded values are not recommended for survey control.
 ME1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1507.See file dsdata.txt to determine how the superseded data were derived.
 ME1507
 ME1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL473578(NAD 83)
 ME1507_MARKER: DB = BENCH MARK DISK
 ME1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1507_SP_SET: ABUTMENT
 ME1507_STAMPING: G 166 1954
 ME1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1507
 ME1507  HISTORY     - Date     Condition        Report By
 ME1507  HISTORY     - 1954     MONUMENTED       NYCRR
 ME1507  HISTORY     - 1954     GOOD             NGS
 ME1507
 ME1507                          STATION DESCRIPTION
 ME1507
 ME1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1507'1.9 MI E FROM MOMENCE.
 ME1507'ABOUT 1.9 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1507'STATION AT MOMENCE, IN THE TOP OF THE NORTH END OF THE EAST
 ME1507'CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER TRIM CREEK, 8 1/2 FEET
 ME1507'NORTH OF NORTH RAIL, 1 FOOT SOUTH OF NORTH END OF ABUTMENT AND
 ME1507'ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.  NOTE-- THIS DISK WAS FOUND
 ME1507'UNSTAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1825 ***********************************************************************
 LB1825  DESIGNATION -  G 167
 LB1825  PID         -  LB1825
 LB1825  STATE/COUNTY-  IL/VERMILION
 LB1825  USGS QUAD   -  HOMER (1975)
 LB1825
 LB1825                         *CURRENT SURVEY CONTROL
 LB1825  ___________________________________________________________________
 LB1825* NAD 83(1986)-  40 02 17.     (N)    087 55 20.     (W)     SCALED    
 LB1825* NAVD 88     -       202.576  (meters)     664.62   (feet)  ADJUSTED  
 LB1825  ___________________________________________________________________
 LB1825  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LB1825  DYNAMIC HT  -         202.473 (meters)     664.28  (feet)  COMP
 LB1825  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 LB1825
 LB1825  VERT ORDER  -  FIRST     CLASS II
 LB1825
 LB1825.The horizontal coordinates were scaled from a topographic map and have
 LB1825.an estimated accuracy of +/- 6 seconds.
 LB1825
 LB1825.The orthometric height was determined by differential leveling
 LB1825.and adjusted by the National Geodetic Survey in June 1991..
 LB1825
 LB1825.The geoid height was determined by GEOID03.
 LB1825
 LB1825.The dynamic height is computed by dividing the NAVD 88
 LB1825.geopotential number by the normal gravity value computed on the
 LB1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1825.degrees latitude (g = 980.6199 gals.).
 LB1825
 LB1825.The modeled gravity was interpolated from observed gravity values.
 LB1825
 LB1825;                    North         East    Units  Estimated Accuracy
 LB1825;SPC IL E     -   374,310.      335,090.      MT  (+/- 180 meters Scaled)
 LB1825
 LB1825                          SUPERSEDED SURVEY CONTROL
 LB1825
 LB1825  NGVD 29 (??/??/92)  202.627  (m)          664.79   (f) ADJ UNCH    1 2
 LB1825
 LB1825.Superseded values are not recommended for survey control.
 LB1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1825.See file dsdata.txt to determine how the superseded data were derived.
 LB1825
 LB1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK213323(NAD 83)
 LB1825_MARKER: DB = BENCH MARK DISK
 LB1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1825_STAMPING: G 167 1954
 LB1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1825+STABILITY: SURFACE MOTION
 LB1825
 LB1825  HISTORY     - Date     Condition        Report By
 LB1825  HISTORY     - 1954     MONUMENTED       CGS
 LB1825  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1825
 LB1825                          STATION DESCRIPTION
 LB1825
 LB1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1825'2 MI E FROM HOMER.
 LB1825'ABOUT 1.95 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1825'AT HOMER, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 29 FEET SOUTH
 LB1825'OF SOUTH RAIL, 39 FEET SOUTHEAST OF CENTER OF CROSSING, 28 1/2
 LB1825'FEET EAST OF CENTER LINE OF ROAD, 1 FOOT NORTH OF A FENCE LINE,
 LB1825'18 FEET SOUTHEAST OF CROSSING WARNING SIGN, 55 1/2 FEET EAST
 LB1825'AND ACROSS ROAD FROM A TELEPHONE POLE, 1 FOOT NORTHWEST OF A PARTLY
 LB1825'BURIED 2 BY 2-FOOT BOULDER, ABOUT 4 1/2 FEET BELOW LEVEL OF
 LB1825'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LB1825
 LB1825                          STATION RECOVERY (1986)
 LB1825
 LB1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1522 ***********************************************************************
 ME1522  DESIGNATION -  G 168
 ME1522  PID         -  ME1522
 ME1522  STATE/COUNTY-  IL/KANKAKEE
 ME1522  USGS QUAD   -  MOMENCE (1973)
 ME1522
 ME1522                         *CURRENT SURVEY CONTROL
 ME1522  ___________________________________________________________________
 ME1522* NAD 83(1986)-  41 09 14.     (N)    087 44 56.     (W)     SCALED    
 ME1522* NAVD 88     -       193.138  (meters)     633.65   (feet)  ADJUSTED  
 ME1522  ___________________________________________________________________
 ME1522  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 ME1522  DYNAMIC HT  -         193.060 (meters)     633.40  (feet)  COMP
 ME1522  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 ME1522
 ME1522  VERT ORDER  -  SECOND    CLASS 0
 ME1522
 ME1522.The horizontal coordinates were scaled from a topographic map and have
 ME1522.an estimated accuracy of +/- 6 seconds.
 ME1522
 ME1522.The orthometric height was determined by differential leveling
 ME1522.and adjusted by the National Geodetic Survey in June 1991..
 ME1522
 ME1522.The geoid height was determined by GEOID03.
 ME1522
 ME1522.The dynamic height is computed by dividing the NAVD 88
 ME1522.geopotential number by the normal gravity value computed on the
 ME1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1522.degrees latitude (g = 980.6199 gals.).
 ME1522
 ME1522.The modeled gravity was interpolated from observed gravity values.
 ME1522
 ME1522;                    North         East    Units  Estimated Accuracy
 ME1522;SPC IL E     -   498,300.      349,060.      MT  (+/- 180 meters Scaled)
 ME1522
 ME1522                          SUPERSEDED SURVEY CONTROL
 ME1522
 ME1522  NGVD 29 (??/??/92)  193.232  (m)          633.96   (f) ADJ UNCH    2 0
 ME1522
 ME1522.Superseded values are not recommended for survey control.
 ME1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1522.See file dsdata.txt to determine how the superseded data were derived.
 ME1522
 ME1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL371561(NAD 83)
 ME1522_MARKER: DB = BENCH MARK DISK
 ME1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1522_STAMPING: G 168 1954
 ME1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1522+STABILITY: SURFACE MOTION
 ME1522
 ME1522  HISTORY     - Date     Condition        Report By
 ME1522  HISTORY     - 1954     MONUMENTED       CGS
 ME1522
 ME1522                          STATION DESCRIPTION
 ME1522
 ME1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1522'1 MI E FROM EXLINE.
 ME1522'ABOUT 1.0 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 ME1522'ROAD CROSSING AT EXLINE, AT A NORTH-SOUTH DIRT ROAD CROSSING,
 ME1522'46 1/2 FEET NORTH OF NORTH RAIL, 133 1/2 FEET NORTHEAST OF CENTER
 ME1522'OF CROSSING, 111 FEET EAST OF CENTER LINE OF DIRT ROAD, 1 FOOT
 ME1522'SOUTH OF A FENCE LINE, 15 FEET NORTHEAST OF THE FIRST TELEPHONE
 ME1522'POLE EAST OF CROSSING, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND
 ME1522'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1310 ***********************************************************************
 JB1310  DESIGNATION -  G 169
 JB1310  PID         -  JB1310
 JB1310  STATE/COUNTY-  IL/CLINTON
 JB1310  USGS QUAD   -  BREESE (1981)
 JB1310
 JB1310                         *CURRENT SURVEY CONTROL
 JB1310  ___________________________________________________________________
 JB1310* NAD 83(1986)-  38 36 26.     (N)    089 31 55.     (W)     SCALED    
 JB1310* NAVD 88     -       138.835  (meters)     455.49   (feet)  ADJUSTED  
 JB1310  ___________________________________________________________________
 JB1310  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JB1310  DYNAMIC HT  -         138.748 (meters)     455.21  (feet)  COMP
 JB1310  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 JB1310
 JB1310  VERT ORDER  -  FIRST     CLASS I
 JB1310
 JB1310.The horizontal coordinates were scaled from a topographic map and have
 JB1310.an estimated accuracy of +/- 6 seconds.
 JB1310
 JB1310.The orthometric height was determined by differential leveling
 JB1310.and adjusted by the National Geodetic Survey in June 1991..
 JB1310
 JB1310.The geoid height was determined by GEOID03.
 JB1310
 JB1310.The dynamic height is computed by dividing the NAVD 88
 JB1310.geopotential number by the normal gravity value computed on the
 JB1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1310.degrees latitude (g = 980.6199 gals.).
 JB1310
 JB1310.The modeled gravity was interpolated from observed gravity values.
 JB1310
 JB1310;                    North         East    Units  Estimated Accuracy
 JB1310;SPC IL W     -   215,560.      755,280.      MT  (+/- 180 meters Scaled)
 JB1310
 JB1310                          SUPERSEDED SURVEY CONTROL
 JB1310
 JB1310  NGVD 29 (??/??/92)  138.949  (m)          455.87   (f) ADJ UNCH    1 1
 JB1310
 JB1310.Superseded values are not recommended for survey control.
 JB1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1310.See file dsdata.txt to determine how the superseded data were derived.
 JB1310
 JB1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH795762(NAD 83)
 JB1310_MARKER: DB = BENCH MARK DISK
 JB1310_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB1310_SP_SET: 21.8 FEET
 JB1310_STAMPING: G 169 1969
 JB1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1310
 JB1310  HISTORY     - Date     Condition        Report By
 JB1310  HISTORY     - 1969     MONUMENTED       CGS
 JB1310
 JB1310                          STATION DESCRIPTION
 JB1310
 JB1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1310'AT BREEZE.
 JB1310'AT BREEZE, 0.1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JB1310'FROM THE STATION, 65 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 JB1310'OF NORTH CLINTON STREET AND THE MAIN TRACK, 52 FEET WEST OF THE
 JB1310'CENTER LINE OF THE STREET, 36.2 FEET NORTH OF THE NORTH RAIL OF
 JB1310'THE MAIN TRACK, 2.8 FEET WEST OF MILEPOST 299-20, IN LINE WITH A
 JB1310'ROW OF POLES, 1.1 FEET EAST OF A METAL WITNESS POST, 2 FEET
 JB1310'ABOVE THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER
 JB1310'COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH
 JB1310'METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 JB1310'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 21.8 FEET.
 JB1310'SECTION 22, T2N, R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0117 ***********************************************************************
 NH0117  DESIGNATION -  G 17
 NH0117  PID         -  NH0117
 NH0117  STATE/COUNTY-  IL/MCHENRY
 NH0117  USGS QUAD   -  MC HENRY (1992)
 NH0117
 NH0117                         *CURRENT SURVEY CONTROL
 NH0117  ___________________________________________________________________
 NH0117* NAD 83(1986)-  42 21 34.     (N)    088 16 51.     (W)     SCALED    
 NH0117* NAVD 88     -       232.013  (meters)     761.20   (feet)  ADJUSTED  
 NH0117  ___________________________________________________________________
 NH0117  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NH0117  DYNAMIC HT  -         231.937 (meters)     760.95  (feet)  COMP
 NH0117  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NH0117
 NH0117  VERT ORDER  -  SECOND    CLASS 0
 NH0117
 NH0117.The horizontal coordinates were scaled from a topographic map and have
 NH0117.an estimated accuracy of +/- 6 seconds.
 NH0117
 NH0117.The orthometric height was determined by differential leveling
 NH0117.and adjusted by the National Geodetic Survey in June 1991..
 NH0117.WARNING-Repeat measurements at this control monument indicate possible
 NH0117.vertical movement.
 NH0117
 NH0117.The geoid height was determined by GEOID03.
 NH0117
 NH0117.The dynamic height is computed by dividing the NAVD 88
 NH0117.geopotential number by the normal gravity value computed on the
 NH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0117.degrees latitude (g = 980.6199 gals.).
 NH0117
 NH0117.The modeled gravity was interpolated from observed gravity values.
 NH0117
 NH0117;                    North         East    Units  Estimated Accuracy
 NH0117;SPC IL E     -   632,030.      304,330.      MT  (+/- 180 meters Scaled)
 NH0117
 NH0117                          SUPERSEDED SURVEY CONTROL
 NH0117
 NH0117  NGVD 29 (??/??/92)  232.066  (m)          761.37   (f) ADJ UNCH    2 0
 NH0117
 NH0117.Superseded values are not recommended for survey control.
 NH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0117.See file dsdata.txt to determine how the superseded data were derived.
 NH0117
 NH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM945904(NAD 83)
 NH0117_MARKER: DB = BENCH MARK DISK
 NH0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0117_STAMPING: G 17 1934
 NH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0117+STABILITY: SURFACE MOTION
 NH0117
 NH0117  HISTORY     - Date     Condition        Report By
 NH0117  HISTORY     - 1934     MONUMENTED       CGS
 NH0117  HISTORY     - 1960     GOOD             NGS
 NH0117  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 NH0117  HISTORY     - 20040403 GOOD             USPSQD
 NH0117
 NH0117                          STATION DESCRIPTION
 NH0117
 NH0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0117'1.1 MI N FROM MCHENRY.
 NH0117'ABOUT 1.1 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0117'FROM THE STATION AT MCHENRY , ABOUT 100 YARDS SOUTH OF MILEPOLE
 NH0117'67, 0.35 MILE SOUTH OF THE CROSSING OF MC CULLOM LAKE ROAD, AT
 NH0117'THE CROSSING OF A PRIVATE DIRT ROAD, 44 1/2 FEET WEST OF THE
 NH0117'WEST RAIL AND THE CENTER LINE OF CROSSING, 16 FEET NORTHWEST
 NH0117'OF THE CENTER LINE OF ROAD, 40 FEET SOUTH OF THE FIRST POWER
 NH0117'LINE POLE NORTH OF THE CROSSING, 2 FEET WEST OF THE LINE OF
 NH0117'POLES, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 NH0117'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE POST
 NH0117'HAS BEEN CHIPPED BUT IS SOLID IN THE GROUND.
 NH0117
 NH0117                          STATION RECOVERY (1994)
 NH0117
 NH0117'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0117'MARK NOT FOUND.
 NH0117
 NH0117                          STATION RECOVERY (2004)
 NH0117
 NH0117'RECOVERY NOTE BY US POWER SQUADRON 2004 (DD)
 NH0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0674 ***********************************************************************
 LC0674  DESIGNATION -  G 172
 LC0674  PID         -  LC0674
 LC0674  STATE/COUNTY-  IL/MCLEAN
 LC0674  USGS QUAD   -  NORMAL EAST (1981)
 LC0674
 LC0674                         *CURRENT SURVEY CONTROL
 LC0674  ___________________________________________________________________
 LC0674* NAD 83(1986)-  40 34 35.     (N)    088 59 23.     (W)     SCALED    
 LC0674* NAVD 88     -       243.032  (meters)     797.35   (feet)  ADJUSTED  
 LC0674  ___________________________________________________________________
 LC0674  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0674  DYNAMIC HT  -         242.920 (meters)     796.98  (feet)  COMP
 LC0674  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 LC0674
 LC0674  VERT ORDER  -  FIRST     CLASS I
 LC0674
 LC0674.The horizontal coordinates were scaled from a topographic map and have
 LC0674.an estimated accuracy of +/- 6 seconds.
 LC0674
 LC0674.The orthometric height was determined by differential leveling
 LC0674.and adjusted by the National Geodetic Survey in June 1991..
 LC0674
 LC0674.The geoid height was determined by GEOID03.
 LC0674
 LC0674.The dynamic height is computed by dividing the NAVD 88
 LC0674.geopotential number by the normal gravity value computed on the
 LC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0674.degrees latitude (g = 980.6199 gals.).
 LC0674
 LC0674.The modeled gravity was interpolated from observed gravity values.
 LC0674
 LC0674;                    North         East    Units  Estimated Accuracy
 LC0674;SPC IL E     -   434,210.      244,420.      MT  (+/- 180 meters Scaled)
 LC0674
 LC0674                          SUPERSEDED SURVEY CONTROL
 LC0674
 LC0674  NGVD 29 (??/??/92)  243.086  (m)          797.52   (f) ADJ UNCH    1 1
 LC0674
 LC0674.Superseded values are not recommended for survey control.
 LC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0674.See file dsdata.txt to determine how the superseded data were derived.
 LC0674
 LC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK315936(NAD 83)
 LC0674_MARKER: DB = BENCH MARK DISK
 LC0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0674_STAMPING: G 172 1954
 LC0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0674+STABILITY: SURFACE MOTION
 LC0674
 LC0674  HISTORY     - Date     Condition        Report By
 LC0674  HISTORY     - 1954     MONUMENTED       CGS
 LC0674  HISTORY     - 1969     GOOD             NGS
 LC0674
 LC0674                          STATION DESCRIPTION
 LC0674
 LC0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0674'4.7 MI N FROM NORMAL.
 LC0674'ABOUT 4.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0674'THE STATION AT NORMAL, 101 FEET EAST-NORTHEAST OF THE CENTER OF
 LC0674'A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 96 FEET EAST OF
 LC0674'THE EAST RAIL, 27 FEET NORTH OF THE CENTER LINE OF THE GRAVELED
 LC0674'ROAD, 2.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 LC0674'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LC0674'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 33, T25N,
 LC0674'R2E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0168 ***********************************************************************
 LC0168  DESIGNATION -  G 173
 LC0168  PID         -  LC0168
 LC0168  STATE/COUNTY-  IL/CHAMPAIGN
 LC0168  USGS QUAD   -  THOMASBORO (1975)
 LC0168
 LC0168                         *CURRENT SURVEY CONTROL
 LC0168  ___________________________________________________________________
 LC0168* NAD 83(1986)-  40 08 32.     (N)    088 11 31.     (W)     SCALED    
 LC0168* NAVD 88     -       222.582  (meters)     730.25   (feet)  ADJUSTED  
 LC0168  ___________________________________________________________________
 LC0168  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC0168  DYNAMIC HT  -         222.469 (meters)     729.88  (feet)  COMP
 LC0168  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LC0168
 LC0168  VERT ORDER  -  FIRST     CLASS II
 LC0168
 LC0168.This mark is at Frasca Field Airport (C16)
 LC0168
 LC0168.The horizontal coordinates were scaled from a topographic map and have
 LC0168.an estimated accuracy of +/- 6 seconds.
 LC0168
 LC0168.The orthometric height was determined by differential leveling
 LC0168.and adjusted by the National Geodetic Survey in June 1991..
 LC0168
 LC0168.The geoid height was determined by GEOID03.
 LC0168
 LC0168.The dynamic height is computed by dividing the NAVD 88
 LC0168.geopotential number by the normal gravity value computed on the
 LC0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0168.degrees latitude (g = 980.6199 gals.).
 LC0168
 LC0168.The modeled gravity was interpolated from observed gravity values.
 LC0168
 LC0168;                    North         East    Units  Estimated Accuracy
 LC0168;SPC IL E     -   385,800.      312,050.      MT  (+/- 180 meters Scaled)
 LC0168
 LC0168                          SUPERSEDED SURVEY CONTROL
 LC0168
 LC0168  NGVD 29 (??/??/92)  222.618  (m)          730.37   (f) ADJ UNCH    1 2
 LC0168
 LC0168.Superseded values are not recommended for survey control.
 LC0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0168.See file dsdata.txt to determine how the superseded data were derived.
 LC0168
 LC0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK984442(NAD 83)
 LC0168_MARKER: DB = BENCH MARK DISK
 LC0168_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LC0168_SP_SET: FOUNDATION WALL
 LC0168_STAMPING: G 173 1954
 LC0168_MARK LOGO: CGS   
 LC0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0168+STABILITY: SURFACE MOTION
 LC0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0168+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 LC0168
 LC0168  HISTORY     - Date     Condition        Report By
 LC0168  HISTORY     - 1954     MONUMENTED       CGS
 LC0168  HISTORY     - 1973     GOOD             NGS
 LC0168  HISTORY     - 1986     GOOD             NGS
 LC0168  HISTORY     - 20051207 GOOD             ILDT
 LC0168
 LC0168                          STATION DESCRIPTION
 LC0168
 LC0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0168'2.2 MI NE FROM URBANA.
 LC0168'ABOUT 2.15 MILES NORTH AND NORTHEAST ALONG U.S. HIGHWAY 45 FROM
 LC0168'THE WABASH RAILROAD STATION AT URBANA, AT ILLINI AIRPORT, SET
 LC0168'VERTICALLY IN SOUTH FACE OF WINDOW SILL OF CONCRETE BLOCK
 LC0168'HANGAR, 8 FEET WEST OF SOUTHEAST CORNER OF HANGAR AND 3 FEET
 LC0168'ABOVE GROUND.
 LC0168
 LC0168                          STATION RECOVERY (1973)
 LC0168
 LC0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0168'RECOVERED IN GOOD CONDITION.
 LC0168
 LC0168                          STATION RECOVERY (1986)
 LC0168
 LC0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0168'RECOVERED IN GOOD CONDITION.
 LC0168
 LC0168                          STATION RECOVERY (2005)
 LC0168
 LC0168'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (CHM)
 LC0168'RAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0205 ***********************************************************************
 KB0205  DESIGNATION -  G 174
 KB0205  PID         -  KB0205
 KB0205  STATE/COUNTY-  IL/COLES
 KB0205  USGS QUAD   -  CHARLESTON SOUTH (1984)
 KB0205
 KB0205                         *CURRENT SURVEY CONTROL
 KB0205  ___________________________________________________________________
 KB0205* NAD 83(1986)-  39 23 25.     (N)    088 14 55.     (W)     SCALED    
 KB0205* NAVD 88     -       217.005  (meters)     711.96   (feet)  ADJUSTED  
 KB0205  ___________________________________________________________________
 KB0205  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0205  DYNAMIC HT  -         216.879 (meters)     711.54  (feet)  COMP
 KB0205  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 KB0205
 KB0205  VERT ORDER  -  FIRST     CLASS II
 KB0205
 KB0205.The horizontal coordinates were scaled from a topographic map and have
 KB0205.an estimated accuracy of +/- 6 seconds.
 KB0205
 KB0205.The orthometric height was determined by differential leveling
 KB0205.and adjusted by the National Geodetic Survey in June 1991..
 KB0205
 KB0205.The geoid height was determined by GEOID03.
 KB0205
 KB0205.The dynamic height is computed by dividing the NAVD 88
 KB0205.geopotential number by the normal gravity value computed on the
 KB0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0205.degrees latitude (g = 980.6199 gals.).
 KB0205
 KB0205.The modeled gravity was interpolated from observed gravity values.
 KB0205
 KB0205;                    North         East    Units  Estimated Accuracy
 KB0205;SPC IL E     -   302,310.      307,300.      MT  (+/- 180 meters Scaled)
 KB0205
 KB0205                          SUPERSEDED SURVEY CONTROL
 KB0205
 KB0205  NGVD 29 (??/??/92)  217.067  (m)          712.16   (f) ADJ UNCH    1 2
 KB0205
 KB0205.Superseded values are not recommended for survey control.
 KB0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0205.See file dsdata.txt to determine how the superseded data were derived.
 KB0205
 KB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ924608(NAD 83)
 KB0205_MARKER: DB = BENCH MARK DISK
 KB0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0205_STAMPING: G 174 1956
 KB0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0205+STABILITY: SURFACE MOTION
 KB0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0205+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 KB0205
 KB0205  HISTORY     - Date     Condition        Report By
 KB0205  HISTORY     - 1956     MONUMENTED       CGS
 KB0205  HISTORY     - 1973     GOOD             NGS
 KB0205  HISTORY     - 20050302 GOOD             ILDT
 KB0205
 KB0205                          STATION DESCRIPTION
 KB0205
 KB0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0205'3 MI SE FROM LERNA.
 KB0205'ABOUT 2.95 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0205'FROM THE STATION AT LERNA, ABOUT 0.4 MILE NORTHWEST OF MILE POST
 KB0205'P 129, AT A NORTH-SOUTH ROAD CROSSING, 29 1/2 FEET NORTHEAST OF
 KB0205'NORTHEAST RAIL, 47 FEET WEST OF CENTER LINE OF ROAD, 8.2 FEET
 KB0205'EAST-NORTHEAST OF THE FIRST TELEPHONE POLE NORTHWEST OF CROSSING,
 KB0205'65 1/2 FEET NORTHWEST OF CROSSING SIGN, 35 FEET WEST-NORTHWEST OF
 KB0205'A TALL TELEPHONE POLE ON A NORTH-SOUTH LINE, 76 FEET NORTHWEST
 KB0205'OF NORTHWEST END OF A 15-INCH TILE PIPE CULVERT UNDER ROAD, 1
 KB0205'FOOT SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE
 KB0205'WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET
 KB0205'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0205
 KB0205                          STATION RECOVERY (1973)
 KB0205
 KB0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0205'RECOVERED IN GOOD CONDITION.
 KB0205
 KB0205                          STATION RECOVERY (2005)
 KB0205
 KB0205'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0205'TO REACH FROM THE INTERSECTION OF E. LINCOLN HWY RD AND 1200E GO NORTH
 KB0205'ON 1200E +-0.1MILE TO MARK ON THE LEFT. MARK IS 46' EAST OF CL OF
 KB0205'ROAD, 75.5' EAST NORTHEAST AND ACROSS ROAD FROM POWER POLE 211,
 KB0205'29.5'EAST OF THE SOUTH END OF A 15 INCH CMP UNDER FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0171 ***********************************************************************
 KB0171  DESIGNATION -  G 176
 KB0171  PID         -  KB0171
 KB0171  STATE/COUNTY-  IL/COLES
 KB0171  USGS QUAD   -  MATTOON EAST (1984)
 KB0171
 KB0171                         *CURRENT SURVEY CONTROL
 KB0171  ___________________________________________________________________
 KB0171* NAD 83(1986)-  39 28 48.     (N)    088 16 50.     (W)     SCALED    
 KB0171* NAVD 88     -       216.341  (meters)     709.78   (feet)  ADJUSTED  
 KB0171  ___________________________________________________________________
 KB0171  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0171  DYNAMIC HT  -         216.218 (meters)     709.38  (feet)  COMP
 KB0171  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 KB0171
 KB0171  VERT ORDER  -  SECOND    CLASS 0
 KB0171
 KB0171.This mark is at Coles Co Mem Airport (MTO)
 KB0171
 KB0171.The horizontal coordinates were scaled from a topographic map and have
 KB0171.an estimated accuracy of +/- 6 seconds.
 KB0171
 KB0171.The orthometric height was determined by differential leveling
 KB0171.and adjusted by the National Geodetic Survey in June 1991..
 KB0171
 KB0171.The geoid height was determined by GEOID03.
 KB0171
 KB0171.The dynamic height is computed by dividing the NAVD 88
 KB0171.geopotential number by the normal gravity value computed on the
 KB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0171.degrees latitude (g = 980.6199 gals.).
 KB0171
 KB0171.The modeled gravity was interpolated from observed gravity values.
 KB0171
 KB0171;                    North         East    Units  Estimated Accuracy
 KB0171;SPC IL E     -   312,270.      304,540.      MT  (+/- 180 meters Scaled)
 KB0171
 KB0171                          SUPERSEDED SURVEY CONTROL
 KB0171
 KB0171  NGVD 29 (??/??/92)  216.402  (m)          709.98   (f) ADJ UNCH    2 0
 KB0171
 KB0171.Superseded values are not recommended for survey control.
 KB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0171.See file dsdata.txt to determine how the superseded data were derived.
 KB0171
 KB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ898708(NAD 83)
 KB0171_MARKER: DB = BENCH MARK DISK
 KB0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0171_STAMPING: G 176 1956
 KB0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0171+STABILITY: SURFACE MOTION
 KB0171
 KB0171  HISTORY     - Date     Condition        Report By
 KB0171  HISTORY     - 1956     MONUMENTED       CGS
 KB0171  HISTORY     - 1967     GOOD             NGS
 KB0171  HISTORY     - 1970     GOOD             NGS
 KB0171  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0171
 KB0171                          STATION DESCRIPTION
 KB0171
 KB0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KB0171'5.5 MI E FROM MATTOON.
 KB0171'THE MARK IS LOCATED ABOUT 5.5 MILES EAST OF MATTOON, AT THE COLES
 KB0171'COUNTY MEMORIAL AIRPORT, ABOUT 1000 FEET SSE OF THE TERMINAL
 KB0171'BUILDING, ON THE WEST SIDE OF THE CENTER TAXIWAY, AT THE LIGHTED
 KB0171'WIND T, 129.3 FEET WEST OF THE WEST EDGE OF THE TAXIWAY, 49 FEET
 KB0171'EAST OF THE WIND T AND 1 FOOT WEST OF THE CONCRETE SLABS WHICH
 KB0171'FORM A CIRCLE AROUND THE WIND T.  A STANDARD DISK STAMPED G 176
 KB0171'1956 IN TOP OF A CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE
 KB0171'GROUND.
 KB0171
 KB0171                          STATION RECOVERY (1970)
 KB0171
 KB0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KB0171'RECOVERED IN GOOD CONDITION.
 KB0171
 KB0171                          STATION RECOVERY (1982)
 KB0171
 KB0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0033 ***********************************************************************
 KB0033  DESIGNATION -  G 177
 KB0033  PID         -  KB0033
 KB0033  STATE/COUNTY-  IL/COLES
 KB0033  USGS QUAD   -  ASHMORE (1982)
 KB0033
 KB0033                         *CURRENT SURVEY CONTROL
 KB0033  ___________________________________________________________________
 KB0033* NAD 83(1986)-  39 36 14.     (N)    088 06 18.     (W)     SCALED    
 KB0033* NAVD 88     -       202.815  (meters)     665.40   (feet)  ADJUSTED  
 KB0033  ___________________________________________________________________
 KB0033  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0033  DYNAMIC HT  -         202.703 (meters)     665.03  (feet)  COMP
 KB0033  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 KB0033
 KB0033  VERT ORDER  -  FIRST     CLASS II
 KB0033
 KB0033.The horizontal coordinates were scaled from a topographic map and have
 KB0033.an estimated accuracy of +/- 6 seconds.
 KB0033
 KB0033.The orthometric height was determined by differential leveling
 KB0033.and adjusted by the National Geodetic Survey in June 1991..
 KB0033
 KB0033.The geoid height was determined by GEOID03.
 KB0033
 KB0033.The dynamic height is computed by dividing the NAVD 88
 KB0033.geopotential number by the normal gravity value computed on the
 KB0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0033.degrees latitude (g = 980.6199 gals.).
 KB0033
 KB0033.The modeled gravity was interpolated from observed gravity values.
 KB0033
 KB0033;                    North         East    Units  Estimated Accuracy
 KB0033;SPC IL E     -   326,050.      319,610.      MT  (+/- 180 meters Scaled)
 KB0033
 KB0033                          SUPERSEDED SURVEY CONTROL
 KB0033
 KB0033  NGVD 29 (??/??/92)  202.893  (m)          665.66   (f) ADJ UNCH    1 2
 KB0033
 KB0033.Superseded values are not recommended for survey control.
 KB0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0033.See file dsdata.txt to determine how the superseded data were derived.
 KB0033
 KB0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ051843(NAD 83)
 KB0033_MARKER: DB = BENCH MARK DISK
 KB0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0033_STAMPING: G 177 1956
 KB0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0033+STABILITY: SURFACE MOTION
 KB0033
 KB0033  HISTORY     - Date     Condition        Report By
 KB0033  HISTORY     - 1956     MONUMENTED       CGS
 KB0033  HISTORY     - 1973     GOOD             ILHD
 KB0033  HISTORY     - 20050303 MARK NOT FOUND   ILDT
 KB0033
 KB0033                          STATION DESCRIPTION
 KB0033
 KB0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0033'5.8 MI SW FROM OAKLAND.
 KB0033'ABOUT 5.8 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0033'LOUIS RAILROAD FROM THE STATION AT OAKLAND, AT THE WEST EDGE AND
 KB0033'ABOUT 0.25 MILE SOUTHWEST OF MAIN NORTH-SOUTH ROAD CROSSING AT
 KB0033'RARDIN, 33 FEET SOUTHEAST OF SOUTHEAST RAIL OF A SIDE TRACK, 47
 KB0033'FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 34 FEET SOUTH
 KB0033'OF THE EXTENDED CENTER LINE OF A GRAVEL STREET LEADING EAST,
 KB0033'89 1/2 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE WITH PINK
 KB0033'ASBESTOS SIDING (THE LAST HOUSE ON GRAVEL STREET) ABOUT 2 FEET
 KB0033'NORTH OF THE EXTENDED NORTH FACE OF HOUSE, 67 FEET EAST-SOUTHEAST
 KB0033'AND ACROSS TRACK FROM A WHISTLE POST, 1 FOOT NORTHWEST OF A
 KB0033'FENCE LINE, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 KB0033'ABOUT 2 1/2 FEET BELOW LEVEL OF MAIN TRACK AND SET IN THE TOP
 KB0033'OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0033
 KB0033                          STATION RECOVERY (1973)
 KB0033
 KB0033'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0033'RECOVERED IN GOOD CONDITION.
 KB0033
 KB0033                          STATION RECOVERY (2005)
 KB0033
 KB0033'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1244 ***********************************************************************
 KA1244  DESIGNATION -  G 178
 KA1244  PID         -  KA1244
 KA1244  STATE/COUNTY-  IL/CLARK
 KA1244  USGS QUAD   -  DENNISON (1972)
 KA1244
 KA1244                         *CURRENT SURVEY CONTROL
 KA1244  ___________________________________________________________________
 KA1244* NAD 83(1986)-  39 27 59.     (N)    087 33 32.     (W)     SCALED    
 KA1244* NAVD 88     -       173.559  (meters)     569.42   (feet)  ADJUSTED  
 KA1244  ___________________________________________________________________
 KA1244  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KA1244  DYNAMIC HT  -         173.462 (meters)     569.10  (feet)  COMP
 KA1244  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 KA1244
 KA1244  VERT ORDER  -  FIRST     CLASS II
 KA1244
 KA1244.The horizontal coordinates were scaled from a topographic map and have
 KA1244.an estimated accuracy of +/- 6 seconds.
 KA1244
 KA1244.The orthometric height was determined by differential leveling
 KA1244.and adjusted by the National Geodetic Survey in June 1991..
 KA1244
 KA1244.The geoid height was determined by GEOID03.
 KA1244
 KA1244.The dynamic height is computed by dividing the NAVD 88
 KA1244.geopotential number by the normal gravity value computed on the
 KA1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1244.degrees latitude (g = 980.6199 gals.).
 KA1244
 KA1244.The modeled gravity was interpolated from observed gravity values.
 KA1244
 KA1244;                    North         East    Units  Estimated Accuracy
 KA1244;SPC IL E     -   311,040.      366,640.      MT  (+/- 180 meters Scaled)
 KA1244
 KA1244                          SUPERSEDED SURVEY CONTROL
 KA1244
 KA1244  NGVD 29 (??/??/92)  173.654  (m)          569.73   (f) ADJ UNCH    1 2
 KA1244
 KA1244.Superseded values are not recommended for survey control.
 KA1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1244.See file dsdata.txt to determine how the superseded data were derived.
 KA1244
 KA1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ519686(NAD 83)
 KA1244_MARKER: DB = BENCH MARK DISK
 KA1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1244_STAMPING: G 178 1956
 KA1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1244+STABILITY: SURFACE MOTION
 KA1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1244+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 KA1244
 KA1244  HISTORY     - Date     Condition        Report By
 KA1244  HISTORY     - 1956     MONUMENTED       CGS
 KA1244  HISTORY     - 1959     GOOD             NGS
 KA1244  HISTORY     - 19981104 MARK NOT FOUND   USPSQD
 KA1244  HISTORY     - 20050210 GOOD             ILDT
 KA1244
 KA1244                          STATION DESCRIPTION
 KA1244
 KA1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KA1244'0.8 MI SW FROM FARRINGTON.
 KA1244'0.8 MILE SOUTHWEST ALONG THE MAIN LINE OF THE PENNSYLVANIA
 KA1244'RAILROAD FROM THE JUNCTION OF A BRANCH LINE TRACK LEADING
 KA1244'NORTHWEST THRU PARIS AT FARRINGTON, IN SECTION 19, T 12 N.,
 KA1244'R. 10 W., AT A NORTH-SOUTH ROAD CROSSING, 45 1/2 FEET
 KA1244'SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE MAIN TRACK, 50 FEET EAST
 KA1244'OF THE CENTER LINE OF THE ROAD, 61 FEET SOUTHEAST OF THE CENTER
 KA1244'OF THE CROSSING, 29 FEET EAST-NORTHEAST OF A FENCE CORNER, 1 FOOT
 KA1244'NORTH OF A FENCE, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 KA1244'POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN
 KA1244'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA1244
 KA1244                          STATION RECOVERY (1998)
 KA1244
 KA1244'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1244'MARK NOT FOUND.
 KA1244
 KA1244                          STATION RECOVERY (2005)
 KA1244
 KA1244'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1921 ***********************************************************************
 ME1921  DESIGNATION -  G 18
 ME1921  PID         -  ME1921
 ME1921  STATE/COUNTY-  IL/COOK
 ME1921  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1921
 ME1921                         *CURRENT SURVEY CONTROL
 ME1921  ___________________________________________________________________
 ME1921* NAD 83(1997)-  41 59 52.42142(N)    087 40 31.20784(W)     ADJUSTED  
 ME1921* NAVD 88     -       188.673  (meters)     619.00   (feet)  ADJUSTED  
 ME1921  ___________________________________________________________________
 ME1921  X           -     192,558.403 (meters)                     COMP
 ME1921  Y           -  -4,743,363.711 (meters)                     COMP
 ME1921  Z           -   4,245,533.750 (meters)                     COMP
 ME1921  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 ME1921  ELLIP HEIGHT-         154.96  (meters)          (02/03/05) GPS OBS
 ME1921  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 ME1921  DYNAMIC HT  -         188.610 (meters)     618.80  (feet)  COMP
 ME1921  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 ME1921
 ME1921  HORZ ORDER  -  FIRST
 ME1921  VERT ORDER  -  FIRST     CLASS 0
 ME1921  ELLP ORDER  -  FOURTH    CLASS II
 ME1921
 ME1921.The horizontal coordinates were established by GPS observations
 ME1921.and adjusted by the National Geodetic Survey in April 2001..
 ME1921
 ME1921.The orthometric height was determined by differential leveling
 ME1921.and adjusted by the National Geodetic Survey in June 1991..
 ME1921.WARNING-Repeat measurements at this control monument indicate possible
 ME1921.vertical movement.
 ME1921
 ME1921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1921
 ME1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1921
 ME1921.The ellipsoidal height was determined by GPS observations
 ME1921.and is referenced to NAD 83.
 ME1921
 ME1921.The geoid height was determined by GEOID03.
 ME1921
 ME1921.The dynamic height is computed by dividing the NAVD 88
 ME1921.geopotential number by the normal gravity value computed on the
 ME1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1921.degrees latitude (g = 980.6199 gals.).
 ME1921
 ME1921.The modeled gravity was interpolated from observed gravity values.
 ME1921
 ME1921;                    North         East     Units Scale Factor Converg.
 ME1921;SPC IL E     -   592,078.248   354,516.182   MT  1.00001156   +0 26 25.0
 ME1921;SPC IL E     - 1,942,510.05  1,163,108.51   sFT  1.00001156   +0 26 25.0
 ME1921;UTM  16      - 4,649,763.052   444,068.338   MT  0.99963849   -0 27 06.8
 ME1921
 ME1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1921!SPC IL E     -   0.99997570  x   1.00001156  =   0.99998726
 ME1921!UTM  16      -   0.99997570  x   0.99963849  =   0.99961420
 ME1921
 ME1921                          SUPERSEDED SURVEY CONTROL
 ME1921
 ME1921  ELLIP H (04/23/01)  154.97   (m)                       GP(       ) 4 1
 ME1921  NAVD 88 (04/23/01)  188.67   (m)          619.0    (f) LEVELING    3  
 ME1921  NGVD 29 (??/??/92)  188.749  (m)          619.25   (f) ADJ UNCH    1 0
 ME1921
 ME1921.Superseded values are not recommended for survey control.
 ME1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1921.See file dsdata.txt to determine how the superseded data were derived.
 ME1921
 ME1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4406849763(NAD 83)
 ME1921_MARKER: DB = BENCH MARK DISK
 ME1921_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1921_SP_SET: ABUTMENT
 ME1921_STAMPING: G 18 1934
 ME1921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ME1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1921+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000
 ME1921
 ME1921  HISTORY     - Date     Condition        Report By
 ME1921  HISTORY     - 1934     MONUMENTED       CGS
 ME1921  HISTORY     - 1947     GOOD             NGS
 ME1921  HISTORY     - 1971     GOOD             NGS
 ME1921  HISTORY     - 1973     GOOD             NGS
 ME1921  HISTORY     - 1977     GOOD             NGS
 ME1921  HISTORY     - 1987     GOOD             USPSQD
 ME1921  HISTORY     - 19961026 GOOD             USPSQD
 ME1921  HISTORY     - 20000811 GOOD             PATRIC
 ME1921
 ME1921                          STATION DESCRIPTION
 ME1921
 ME1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1921'AT CHICAGO.
 ME1921'AT CHICAGO, COOK COUNTY, ON THE CHICAGO AND NORTH WESTERN
 ME1921'RAILWAY, 27 POLES NORTH OF MILEPOST 8, AT THE DEVON AVENUE
 ME1921'SUBWAY (BRIDGE NO. 1308-1/2), IN THE WEST END OF THE SOUTH
 ME1921'CONCRETE ABUTMENT, 9 FEET WEST OF THE CENTERLINE OF THE WEST
 ME1921'TRACK, AND 1.5 FEET BELOW THE LEVEL OF THE TRACK.  A STANDARD
 ME1921'DISK, STAMPED G 18 1934.
 ME1921
 ME1921                          STATION RECOVERY (1971)
 ME1921
 ME1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1921'RECOVERED IN GOOD CONDITION.
 ME1921
 ME1921                          STATION RECOVERY (1973)
 ME1921
 ME1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1921'ABOUT 0.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 ME1921'FROM THE ROSE HILL DRIVE UNDERPASS AND ENTRANCE TO THE ROSE HILL
 ME1921'CEMETERY, ALSO 0.15 MILES WEST OF THE ROGENS PARK POST OFFICE AT THE
 ME1921'DEVON AVENUE UNDERPASS, 7.5 FEET WEST OF THE WEST RAIL OF WEST TRACK,
 ME1921'SET IN TOP OF THE SOUTHEAST CORNER OF THE WEST END OF THE SOUTH
 ME1921'CONCRETE ABUTMENT, 0.8 FEET SOUTHEAST OF A PIPE POST IN PIPE RAILING.
 ME1921'ABOUT 2.5 MILES SOUTH OF THE MAIN STREET RAILWAY STATION AT EVANSTON.
 ME1921'0.2 MILES NORTH OF BM RV 12 (C AND NW RY A C AND GS DISK DRILLED IN A
 ME1921'CONCRETE ABUTMENT ABOUT 2 FEET BELOW THE LEVEL OF THE RAILROAD. SEC 6,
 ME1921'T 40N, R 14E.
 ME1921
 ME1921                          STATION RECOVERY (1977)
 ME1921
 ME1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1921'RECOVERED IN GOOD CONDITION.
 ME1921
 ME1921                          STATION RECOVERY (1987)
 ME1921
 ME1921'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1921'RECOVERED IN GOOD CONDITION.
 ME1921
 ME1921                          STATION RECOVERY (1996)
 ME1921
 ME1921'RECOVERY NOTE BY US POWER SQUADRON 1996
 ME1921'RECOVERED IN GOOD CONDITION.
 ME1921
 ME1921                          STATION RECOVERY (2000)
 ME1921
 ME1921'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0251 ***********************************************************************
 KB0251  DESIGNATION -  G 181
 KB0251  PID         -  KB0251
 KB0251  STATE/COUNTY-  IL/JASPER
 KB0251  USGS QUAD   -  ROSE HILL (1985)
 KB0251
 KB0251                         *CURRENT SURVEY CONTROL
 KB0251  ___________________________________________________________________
 KB0251* NAD 83(1986)-  39 06 19.     (N)    088 08 49.     (W)     SCALED    
 KB0251* NAVD 88     -       171.961  (meters)     564.18   (feet)  ADJUSTED  
 KB0251  ___________________________________________________________________
 KB0251  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KB0251  DYNAMIC HT  -         171.859 (meters)     563.84  (feet)  COMP
 KB0251  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 KB0251
 KB0251  VERT ORDER  -  FIRST     CLASS II
 KB0251
 KB0251.The horizontal coordinates were scaled from a topographic map and have
 KB0251.an estimated accuracy of +/- 6 seconds.
 KB0251
 KB0251.The orthometric height was determined by differential leveling
 KB0251.and adjusted by the National Geodetic Survey in June 1991..
 KB0251
 KB0251.The geoid height was determined by GEOID03.
 KB0251
 KB0251.The dynamic height is computed by dividing the NAVD 88
 KB0251.geopotential number by the normal gravity value computed on the
 KB0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0251.degrees latitude (g = 980.6199 gals.).
 KB0251
 KB0251.The modeled gravity was interpolated from observed gravity values.
 KB0251
 KB0251;                    North         East    Units  Estimated Accuracy
 KB0251;SPC IL E     -   270,680.      316,120.      MT  (+/- 180 meters Scaled)
 KB0251
 KB0251                          SUPERSEDED SURVEY CONTROL
 KB0251
 KB0251  NGVD 29 (??/??/92)  172.025  (m)          564.39   (f) ADJ UNCH    1 2
 KB0251
 KB0251.Superseded values are not recommended for survey control.
 KB0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0251.See file dsdata.txt to determine how the superseded data were derived.
 KB0251
 KB0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ008290(NAD 83)
 KB0251_MARKER: DB = BENCH MARK DISK
 KB0251_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KB0251_SP_SET: 17 FEET
 KB0251_STAMPING: G 181 1956
 KB0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0251
 KB0251  HISTORY     - Date     Condition        Report By
 KB0251  HISTORY     - 1956     MONUMENTED       CGS
 KB0251  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0251
 KB0251                          STATION DESCRIPTION
 KB0251
 KB0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0251'AT ROSE HILL.
 KB0251'AT ROSE HILL, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 4
 KB0251'TELEPHONE POLES NORTH OF MILE POST P 152, AT CROSSING OF
 KB0251'EAST-WEST BLACK TOP ROAD, 63 FEET NORTHEAST OF CENTER OF CROSSING
 KB0251'OF ROAD AND TRACK, 34 FEET NORTH-NORTHWEST OF SOUTHWEST CORNER
 KB0251'OF AN ABANDONED STORE BUILDING, 19 1/2 FEET WEST OF WEST FACE OF
 KB0251'STORE BUILDING, 28 FEET NORTH OF NORTH EDGE OF A CONCRETE WALK,
 KB0251'26 1/2 FEET NORTH OF A TELEPHONE POLE AND IN LINE WITH ROW OF
 KB0251'POLES, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 KB0251'BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF A COPPER COATED
 KB0251'STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 4-INCH TILE WHICH
 KB0251'PROJECTS 3 INCHES.  THE ROD IS DRIVEN TO A DEPTH OF 17 FEET 7
 KB0251'INCHES (DRIVE TO REFUSAL).
 KB0251
 KB0251                          STATION RECOVERY (1983)
 KB0251
 KB0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1322 ***********************************************************************
 KA1322  DESIGNATION -  G 182
 KA1322  PID         -  KA1322
 KA1322  STATE/COUNTY-  IL/CRAWFORD
 KA1322  USGS QUAD   -  MEROM (1986)
 KA1322
 KA1322                         *CURRENT SURVEY CONTROL
 KA1322  ___________________________________________________________________
 KA1322* NAD 83(1986)-  39 03 15.     (N)    087 36 57.     (W)     SCALED    
 KA1322* NAVD 88     -       135.060  (meters)     443.11   (feet)  ADJUSTED  
 KA1322  ___________________________________________________________________
 KA1322  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KA1322  DYNAMIC HT  -         134.980 (meters)     442.85  (feet)  COMP
 KA1322  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 KA1322
 KA1322  VERT ORDER  -  FIRST     CLASS II
 KA1322
 KA1322.The horizontal coordinates were scaled from a topographic map and have
 KA1322.an estimated accuracy of +/- 6 seconds.
 KA1322
 KA1322.The orthometric height was determined by differential leveling
 KA1322.and adjusted by the National Geodetic Survey in June 1991..
 KA1322
 KA1322.The geoid height was determined by GEOID03.
 KA1322
 KA1322.The dynamic height is computed by dividing the NAVD 88
 KA1322.geopotential number by the normal gravity value computed on the
 KA1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1322.degrees latitude (g = 980.6199 gals.).
 KA1322
 KA1322.The modeled gravity was interpolated from observed gravity values.
 KA1322
 KA1322;                    North         East    Units  Estimated Accuracy
 KA1322;SPC IL E     -   265,240.      362,110.      MT  (+/- 180 meters Scaled)
 KA1322
 KA1322                          SUPERSEDED SURVEY CONTROL
 KA1322
 KA1322  NGVD 29 (??/??/92)  135.191  (m)          443.54   (f) ADJ UNCH    1 2
 KA1322
 KA1322.Superseded values are not recommended for survey control.
 KA1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1322.See file dsdata.txt to determine how the superseded data were derived.
 KA1322
 KA1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ467229(NAD 83)
 KA1322_MARKER: DB = BENCH MARK DISK
 KA1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1322_STAMPING: G 182 1956
 KA1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1322+STABILITY: SURFACE MOTION
 KA1322
 KA1322  HISTORY     - Date     Condition        Report By
 KA1322  HISTORY     - 1956     MONUMENTED       CGS
 KA1322
 KA1322                          STATION DESCRIPTION
 KA1322
 KA1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1322'3.5 MI NW FROM PALESTINE.
 KA1322'3.5 MILES NORTH AND NORTHWEST ALONG LINCOLN NATIONAL MEMORIAL
 KA1322'HIGHWAY FROM THE ILLINOIS CENTRAL RAILROAD FREIGHT STATION AT
 KA1322'PALESTINE, ABOUT 0.5 MILE NORTH OF A ROAD LEADING EAST TO MEROM
 KA1322'FERRY, ABOUT 0.25 MILE SOUTH OF ANOTHER ROAD LEADING EAST TO
 KA1322'MEROM FERRY, 30 FEET EAST OF CENTER LINE OF HIGHWAY, 156 FEET
 KA1322'SOUTHWEST AND ACROSS A DRIVE FROM THE SOUTHWEST CORNER OF A.L.
 KA1322'LOWE RESIDENCE, 88 FEET SOUTH OF CENTER LINE OF DRIVE, 12 FEET
 KA1322'NORTH OF A TELEPHONE POLE, 19 FEET SOUTH OF A 40-INCH HACKBERRY
 KA1322'TREE, 3 1/2 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A
 KA1322'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 KA1322'1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 KA1322'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1293 ***********************************************************************
 KA1293  DESIGNATION -  G 183
 KA1293  PID         -  KA1293
 KA1293  STATE/COUNTY-  IL/CLARK
 KA1293  USGS QUAD   -  FAIRBANKS (1977)
 KA1293
 KA1293                         *CURRENT SURVEY CONTROL
 KA1293  ___________________________________________________________________
 KA1293* NAD 83(1986)-  39 14 14.     (N)    087 34 42.     (W)     SCALED    
 KA1293* NAVD 88     -       138.217  (meters)     453.47   (feet)  ADJUSTED  
 KA1293  ___________________________________________________________________
 KA1293  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KA1293  DYNAMIC HT  -         138.136 (meters)     453.20  (feet)  COMP
 KA1293  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 KA1293
 KA1293  VERT ORDER  -  FIRST     CLASS II
 KA1293
 KA1293.The horizontal coordinates were scaled from a topographic map and have
 KA1293.an estimated accuracy of +/- 6 seconds.
 KA1293
 KA1293.The orthometric height was determined by differential leveling
 KA1293.and adjusted by the National Geodetic Survey in June 1991..
 KA1293
 KA1293.The geoid height was determined by GEOID03.
 KA1293
 KA1293.The dynamic height is computed by dividing the NAVD 88
 KA1293.geopotential number by the normal gravity value computed on the
 KA1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1293.degrees latitude (g = 980.6199 gals.).
 KA1293
 KA1293.The modeled gravity was interpolated from observed gravity values.
 KA1293
 KA1293;                    North         East    Units  Estimated Accuracy
 KA1293;SPC IL E     -   285,590.      365,180.      MT  (+/- 180 meters Scaled)
 KA1293
 KA1293                          SUPERSEDED SURVEY CONTROL
 KA1293
 KA1293  NGVD 29 (??/??/92)  138.334  (m)          453.85   (f) ADJ UNCH    1 2
 KA1293
 KA1293.Superseded values are not recommended for survey control.
 KA1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1293.See file dsdata.txt to determine how the superseded data were derived.
 KA1293
 KA1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ500432(NAD 83)
 KA1293_MARKER: DB = BENCH MARK DISK
 KA1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1293_STAMPING: G 183 1956
 KA1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1293+STABILITY: SURFACE MOTION
 KA1293
 KA1293  HISTORY     - Date     Condition        Report By
 KA1293  HISTORY     - 1956     MONUMENTED       CGS
 KA1293  HISTORY     - 19950803 MARK NOT FOUND   USPSQD
 KA1293  HISTORY     - 20050210 POOR             ILDT
 KA1293
 KA1293                          STATION DESCRIPTION
 KA1293
 KA1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1293'4.4 MI SE FROM DARWIN.
 KA1293'3.1 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE CEMETERY
 KA1293'AT DARWIN, THENCE ABOUT 1.3 MILES EAST AND SOUTH ALONG A GRAVEL
 KA1293'ROAD, ON THE OUTSIDE OF A CURVE IN ROAD WITH TANGENTS EXTENDING
 KA1293'NORTH AND SOUTHWEST, 18 FEET EAST OF CENTER LINE OF ROAD, 42 FEET
 KA1293'NORTHEAST OF A POWER POLE, 29 FEET SOUTH OF A TELEPHONE POLE, ABOUT
 KA1293'110 FEET WEST OF WEST BANK OF WABASH RIVER, 62 FEET WEST OF A
 KA1293'LONE 30-INCH OAK TREE IN A FENCE LINE, 1 FOOT WEST OF A PROPERTY
 KA1293'LINE FENCE CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 KA1293'POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 KA1293'CONCRETE POST PROJECTING 4 INCHES.
 KA1293
 KA1293                          STATION RECOVERY (1995)
 KA1293
 KA1293'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1293'MARK NOT FOUND.
 KA1293
 KA1293                          STATION RECOVERY (2005)
 KA1293
 KA1293'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1293'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1481 ***********************************************************************
 KA1481  DESIGNATION -  G 184
 KA1481  PID         -  KA1481
 KA1481  STATE/COUNTY-  IL/DOUGLAS
 KA1481  USGS QUAD   -  BROCTON (1982)
 KA1481
 KA1481                         *CURRENT SURVEY CONTROL
 KA1481  ___________________________________________________________________
 KA1481* NAD 83(1986)-  39 44 40.     (N)    087 58 47.     (W)     SCALED    
 KA1481* NAVD 88     -       202.501  (meters)     664.37   (feet)  ADJUSTED  
 KA1481  ___________________________________________________________________
 KA1481  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1481  DYNAMIC HT  -         202.392 (meters)     664.01  (feet)  COMP
 KA1481  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 KA1481
 KA1481  VERT ORDER  -  FIRST     CLASS II
 KA1481
 KA1481.The horizontal coordinates were scaled from a topographic map and have
 KA1481.an estimated accuracy of +/- 6 seconds.
 KA1481
 KA1481.The orthometric height was determined by differential leveling
 KA1481.and adjusted by the National Geodetic Survey in June 1991..
 KA1481
 KA1481.The geoid height was determined by GEOID03.
 KA1481
 KA1481.The dynamic height is computed by dividing the NAVD 88
 KA1481.geopotential number by the normal gravity value computed on the
 KA1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1481.degrees latitude (g = 980.6199 gals.).
 KA1481
 KA1481.The modeled gravity was interpolated from observed gravity values.
 KA1481
 KA1481;                    North         East    Units  Estimated Accuracy
 KA1481;SPC IL E     -   341,690.      330,310.      MT  (+/- 180 meters Scaled)
 KA1481
 KA1481                          SUPERSEDED SURVEY CONTROL
 KA1481
 KA1481  NGVD 29 (??/??/92)  202.580  (m)          664.63   (f) ADJ UNCH    1 2
 KA1481
 KA1481.Superseded values are not recommended for survey control.
 KA1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1481.See file dsdata.txt to determine how the superseded data were derived.
 KA1481
 KA1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ160998(NAD 83)
 KA1481_MARKER: DB = BENCH MARK DISK
 KA1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1481_STAMPING: G 184 1956
 KA1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1481+STABILITY: SURFACE MOTION
 KA1481
 KA1481  HISTORY     - Date     Condition        Report By
 KA1481  HISTORY     - 1956     MONUMENTED       CGS
 KA1481
 KA1481                          STATION DESCRIPTION
 KA1481
 KA1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1481'7.4 MI NE FROM OAKLAND.
 KA1481'ABOUT 2.65 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1481'LOUIS RAILROAD FROM THE STATION AT OAKLAND, THENCE ABOUT 4.45
 KA1481'MILES NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.35 MILE EAST ALONG
 KA1481'A DIRT ROAD, IN SECTION 16, T. 15 N., R. 14 W., AT THE SOUTHEAST
 KA1481'CORNER OF BROCTON AIRPORT, ABOUT 0.35 MILE EAST OF HANGAR, 19
 KA1481'FEET NORTH OF CENTER LINE OF ROAD, 86 FEET NORTHWEST AND ACROSS
 KA1481'ROAD FROM A POWER POLE, 29 FEET WEST OF SOUTHEAST CORNER OF
 KA1481'AIRPORT, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 KA1481'FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA1481'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0031 ***********************************************************************
 NH0031  DESIGNATION -  G 19 RESET
 NH0031  PID         -  NH0031
 NH0031  STATE/COUNTY-  IL/KANE
 NH0031  USGS QUAD   -  ELGIN (1992)
 NH0031
 NH0031                         *CURRENT SURVEY CONTROL
 NH0031  ___________________________________________________________________
 NH0031* NAD 83(1986)-  42 01 22.     (N)    088 17 01.     (W)     SCALED    
 NH0031* NAVD 88     -       230.77   (meters)     757.1    (feet)  RESET     
 NH0031  ___________________________________________________________________
 NH0031  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NH0031
 NH0031  VERT ORDER  -  THIRD
 NH0031
 NH0031.The horizontal coordinates were scaled from a topographic map and have
 NH0031.an estimated accuracy of +/- 6 seconds.
 NH0031
 NH0031.The orthometric height was computed from unverified reset data.
 NH0031
 NH0031.The geoid height was determined by GEOID03.
 NH0031
 NH0031;                    North         East    Units  Estimated Accuracy
 NH0031;SPC IL E     -   594,630.      304,120.      MT  (+/- 180 meters Scaled)
 NH0031
 NH0031                          SUPERSEDED SURVEY CONTROL
 NH0031
 NH0031.No superseded survey control is available for this station.
 NH0031
 NH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM937531(NAD 83)
 NH0031_MARKER: DB = BENCH MARK DISK
 NH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0031_STAMPING: G 19 1934 RESET 1954
 NH0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0031+STABILITY: SURFACE MOTION
 NH0031
 NH0031  HISTORY     - Date     Condition        Report By
 NH0031  HISTORY     - 1954     MONUMENTED       CGS
 NH0031  HISTORY     - 1988     GOOD             USPSQD
 NH0031
 NH0031                          STATION DESCRIPTION
 NH0031
 NH0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NH0031'AT ELGIN.
 NH0031'AT ELGIN, KANE COUNTY, AT THE INTERSECTION OF ADAMS AND SOUTH
 NH0031'STATE STREET, 2 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK ON
 NH0031'ADAMS STREET, AND 2 FEET EAST OF THE EAST EDGE OF THE SIDEWALK
 NH0031'ON SOUTH STATE STREET.
 NH0031
 NH0031                          STATION RECOVERY (1988)
 NH0031
 NH0031'RECOVERY NOTE BY US POWER SQUADRON 1988 (ERW)
 NH0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0285 ***********************************************************************
 MG0285  DESIGNATION -  G 190
 MG0285  PID         -  MG0285
 MG0285  STATE/COUNTY-  IL/HENRY
 MG0285  USGS QUAD   -  GENESEO (1991)
 MG0285
 MG0285                         *CURRENT SURVEY CONTROL
 MG0285  ___________________________________________________________________
 MG0285* NAD 83(1986)-  41 25 25.     (N)    090 08 39.     (W)     SCALED    
 MG0285* NAVD 88     -       213.894  (meters)     701.75   (feet)  ADJUSTED  
 MG0285  ___________________________________________________________________
 MG0285  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0285  DYNAMIC HT  -         213.809 (meters)     701.47  (feet)  COMP
 MG0285  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 MG0285
 MG0285  VERT ORDER  -  SECOND    CLASS 0
 MG0285
 MG0285.The horizontal coordinates were scaled from a topographic map and have
 MG0285.an estimated accuracy of +/- 6 seconds.
 MG0285
 MG0285.The orthometric height was determined by differential leveling
 MG0285.and adjusted by the National Geodetic Survey in June 1991..
 MG0285
 MG0285.The geoid height was determined by GEOID03.
 MG0285
 MG0285.The dynamic height is computed by dividing the NAVD 88
 MG0285.geopotential number by the normal gravity value computed on the
 MG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0285.degrees latitude (g = 980.6199 gals.).
 MG0285
 MG0285.The modeled gravity was interpolated from observed gravity values.
 MG0285
 MG0285;                    North         East    Units  Estimated Accuracy
 MG0285;SPC IL W     -   528,070.      701,880.      MT  (+/- 180 meters Scaled)
 MG0285
 MG0285                          SUPERSEDED SURVEY CONTROL
 MG0285
 MG0285  NGVD 29 (??/??/92)  213.972  (m)          702.01   (f) ADJ UNCH    2 0
 MG0285
 MG0285.Superseded values are not recommended for survey control.
 MG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0285.See file dsdata.txt to determine how the superseded data were derived.
 MG0285
 MG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF386897(NAD 83)
 MG0285_MARKER: DB = BENCH MARK DISK
 MG0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0285_STAMPING: G 190 1959
 MG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0285+STABILITY: SURFACE MOTION
 MG0285
 MG0285  HISTORY     - Date     Condition        Report By
 MG0285  HISTORY     - 1959     MONUMENTED       CGS
 MG0285  HISTORY     - 19880405 MARK NOT FOUND   USPSQD
 MG0285  HISTORY     - 19960722 GOOD             USPSQD
 MG0285  HISTORY     - 20011006 GOOD             USPSQD
 MG0285  HISTORY     - 20040609 GOOD             USPSQD
 MG0285
 MG0285                          STATION DESCRIPTION
 MG0285
 MG0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0285'3.8 MI SE FROM GENESEO.
 MG0285'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 82 FROM ITS JUNCTION
 MG0285'WITH U.S. HIGHWAY 6 IN THE SOUTHERN PART OF GENESEO, THENCE 0.95
 MG0285'MILES EAST ALONG BLACKTOP ROAD, THENCE 0.85 MILES NORTH ALONG
 MG0285'BLACKTOP ROAD, AT THE JUNCTION OF FARM DRIVE WEST TO A HOUSE,
 MG0285'22.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 53 FEET NORTH OF
 MG0285'THE CENTER LINE OF THE DRIVE, 3.8 FEET SOUTH OF A POWER POLE,
 MG0285'3.0 FEET NORTH OF A POWER POLE, 19.5 FEET NORTH OF THE NORTH
 MG0285'EDGE OF A FARM GATE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 MG0285'ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 MG0285'CONCRETE POST FLUSH WITH THE GROUND.
 MG0285
 MG0285                          STATION RECOVERY (1988)
 MG0285
 MG0285'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0285'MARK NOT FOUND.
 MG0285
 MG0285                          STATION RECOVERY (1996)
 MG0285
 MG0285'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0285'RECOVERED IN GOOD CONDITION.
 MG0285
 MG0285                          STATION RECOVERY (2001)
 MG0285
 MG0285'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0285'FOUND MARK AS DESCRIBED
 MG0285
 MG0285                          STATION RECOVERY (2004)
 MG0285
 MG0285'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1012 ***********************************************************************
 MF1012  DESIGNATION -  G 191
 MF1012  PID         -  MF1012
 MF1012  STATE/COUNTY-  IL/BUREAU
 MF1012  USGS QUAD   -  MINERAL (1983)
 MF1012
 MF1012                         *CURRENT SURVEY CONTROL
 MF1012  ___________________________________________________________________
 MF1012* NAD 83(1986)-  41 23 13.     (N)    089 47 03.     (W)     SCALED    
 MF1012* NAVD 88     -       193.508  (meters)     634.87   (feet)  ADJUSTED  
 MF1012  ___________________________________________________________________
 MF1012  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1012  DYNAMIC HT  -         193.430 (meters)     634.61  (feet)  COMP
 MF1012  MODELED GRAV-     980,216.4   (mgal)                       NAVD 88
 MF1012
 MF1012  VERT ORDER  -  SECOND    CLASS 0
 MF1012
 MF1012.The horizontal coordinates were scaled from a topographic map and have
 MF1012.an estimated accuracy of +/- 6 seconds.
 MF1012
 MF1012.The orthometric height was determined by differential leveling
 MF1012.and adjusted by the National Geodetic Survey in June 1991..
 MF1012
 MF1012.The geoid height was determined by GEOID03.
 MF1012
 MF1012.The dynamic height is computed by dividing the NAVD 88
 MF1012.geopotential number by the normal gravity value computed on the
 MF1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1012.degrees latitude (g = 980.6199 gals.).
 MF1012
 MF1012.The modeled gravity was interpolated from observed gravity values.
 MF1012
 MF1012;                    North         East    Units  Estimated Accuracy
 MF1012;SPC IL W     -   524,070.      731,990.      MT  (+/- 180 meters Scaled)
 MF1012
 MF1012                          SUPERSEDED SURVEY CONTROL
 MF1012
 MF1012  NGVD 29 (??/??/92)  193.587  (m)          635.13   (f) ADJ UNCH    2 0
 MF1012
 MF1012.Superseded values are not recommended for survey control.
 MF1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1012.See file dsdata.txt to determine how the superseded data were derived.
 MF1012
 MF1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL672854(NAD 83)
 MF1012_MARKER: DB = BENCH MARK DISK
 MF1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1012_SP_SET: BRIDGE
 MF1012_STAMPING: G 191 1959
 MF1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1012
 MF1012  HISTORY     - Date     Condition        Report By
 MF1012  HISTORY     - 1959     MONUMENTED       CGS
 MF1012  HISTORY     - 19960412 GOOD             USPSQD
 MF1012  HISTORY     - 20010509 GOOD             USPSQD
 MF1012  HISTORY     - 20060203 GOOD             USPSQD
 MF1012
 MF1012                          STATION DESCRIPTION
 MF1012
 MF1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1012'3.8 MI NE FROM MINERAL.
 MF1012'ABOUT 2.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1012'ROCK ISLAND AND PACIFIC RAILWAY STATION AT MINERAL, THENCE 0.85
 MF1012'MILES NORTH ALONG BLACKTOP ROAD, THENCE 0.8 MILES EAST ALONG A
 MF1012'GRAVEL ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE WINGWALL
 MF1012'AT THE NORTHEAST CORNER OF A 48-FOOT CONCRETE BRIDGE, 12 FEET
 MF1012'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT ABOVE THE
 MF1012'LEVEL OF THE ROAD.  THE MARK MAY ALSO BE REACHED FROM SHEFFIELD,
 MF1012'BUREAU COUNTY, BY GOING WEST FOR 0.75 MILES ALONG U.S. HIGHWAY 6
 MF1012'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT
 MF1012'SHEFFIELD, THENCE 2.05 MILES NORTH ALONG A GRAVEL ROAD, THENCE
 MF1012'0.9 MILE WEST ALONG A GRAVEL ROAD.
 MF1012
 MF1012                          STATION RECOVERY (1996)
 MF1012
 MF1012'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1012'RECOVERED IN GOOD CONDITION.
 MF1012
 MF1012                          STATION RECOVERY (2001)
 MF1012
 MF1012'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1012'RECOVERED IN GOOD CONDITION.
 MF1012
 MF1012                          STATION RECOVERY (2006)
 MF1012
 MF1012'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF1012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0912 ***********************************************************************
 MF0912  DESIGNATION -  G 193 RESET 1963
 MF0912  PID         -  MF0912
 MF0912  STATE/COUNTY-  IL/BUREAU
 MF0912  USGS QUAD   -  LADD (1966)
 MF0912
 MF0912                         *CURRENT SURVEY CONTROL
 MF0912  ___________________________________________________________________
 MF0912* NAD 83(1986)-  41 22 44.     (N)    089 14 50.     (W)     SCALED    
 MF0912* NAVD 88     -       187.16   (meters)     614.0    (feet)  RESET     
 MF0912  ___________________________________________________________________
 MF0912  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0912
 MF0912  VERT ORDER  -  THIRD
 MF0912
 MF0912.The horizontal coordinates were scaled from a topographic map and have
 MF0912.an estimated accuracy of +/- 6 seconds.
 MF0912
 MF0912.The orthometric height was computed from unverified reset data.
 MF0912.No vertical observational check was made to the station.
 MF0912
 MF0912.The geoid height was determined by GEOID03.
 MF0912
 MF0912;                    North         East    Units  Estimated Accuracy
 MF0912;SPC IL W     -   523,510.      776,910.      MT  (+/- 180 meters Scaled)
 MF0912
 MF0912                          SUPERSEDED SURVEY CONTROL
 MF0912
 MF0912  NGVD 29 (??/??/??)  187.24   (m)          614.3    (f) RESET       3  
 MF0912
 MF0912.Superseded values are not recommended for survey control.
 MF0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0912.See file dsdata.txt to determine how the superseded data were derived.
 MF0912
 MF0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL120832(NAD 83)
 MF0912_MARKER: DB = BENCH MARK DISK
 MF0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0912_SP_SET: ABUTMENT
 MF0912_STAMPING: G 193 RESET 1963
 MF0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0912
 MF0912  HISTORY     - Date     Condition        Report By
 MF0912  HISTORY     - 1963     MONUMENTED       ILDT
 MF0912  HISTORY     - 19960406 MARK NOT FOUND   USPSQD
 MF0912  HISTORY     - 20010606 MARK NOT FOUND   USPSQD
 MF0912  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 MF0912
 MF0912                          STATION DESCRIPTION
 MF0912
 MF0912'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1963
 MF0912'5.8 MI NW FROM SPRING VALLEY.
 MF0912'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0912'STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 1.15 MILES NORTH ALONG
 MF0912'A GRAVEL ROAD, THENCE 0.4 MILE WEST ALONG A GRAVEL ROAD, SET IN
 MF0912'TOP OF A NEW 8-INCH ROUND CONCRETE POST LOCATED 89 FEET WEST OF
 MF0912'THE CENTERLINE OF THE WEST ABUTMENT OF A NEW 70-FOOT BRIDGE AND
 MF0912'32 FEET NORTH OF THE CENTERLINE OF THE NEW BRIDGE.
 MF0912
 MF0912                          STATION RECOVERY (1996)
 MF0912
 MF0912'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0912'MARK NOT FOUND.
 MF0912
 MF0912                          STATION RECOVERY (2001)
 MF0912
 MF0912'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0912'MARK NOT FOUND.
 MF0912
 MF0912                          STATION RECOVERY (2005)
 MF0912
 MF0912'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0156 ***********************************************************************
 MG0156  DESIGNATION -  G 194
 MG0156  PID         -  MG0156
 MG0156  STATE/COUNTY-  IL/HENRY
 MG0156  USGS QUAD   -  ANDOVER (1991)
 MG0156
 MG0156                         *CURRENT SURVEY CONTROL
 MG0156  ___________________________________________________________________
 MG0156* NAD 83(1986)-  41 21 14.     (N)    090 20 08.     (W)     SCALED    
 MG0156* NAVD 88     -       238.242  (meters)     781.63   (feet)  ADJUSTED  
 MG0156  ___________________________________________________________________
 MG0156  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0156  DYNAMIC HT  -         238.147 (meters)     781.32  (feet)  COMP
 MG0156  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 MG0156
 MG0156  VERT ORDER  -  SECOND    CLASS 0
 MG0156
 MG0156.The horizontal coordinates were scaled from a topographic map and have
 MG0156.an estimated accuracy of +/- 6 seconds.
 MG0156
 MG0156.The orthometric height was determined by differential leveling
 MG0156.and adjusted by the National Geodetic Survey in June 1991..
 MG0156
 MG0156.The geoid height was determined by GEOID03.
 MG0156
 MG0156.The dynamic height is computed by dividing the NAVD 88
 MG0156.geopotential number by the normal gravity value computed on the
 MG0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0156.degrees latitude (g = 980.6199 gals.).
 MG0156
 MG0156.The modeled gravity was interpolated from observed gravity values.
 MG0156
 MG0156;                    North         East    Units  Estimated Accuracy
 MG0156;SPC IL W     -   520,340.      685,870.      MT  (+/- 180 meters Scaled)
 MG0156
 MG0156                          SUPERSEDED SURVEY CONTROL
 MG0156
 MG0156  NGVD 29 (??/??/92)  238.314  (m)          781.87   (f) ADJ UNCH    2 0
 MG0156
 MG0156.Superseded values are not recommended for survey control.
 MG0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0156.See file dsdata.txt to determine how the superseded data were derived.
 MG0156
 MG0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF228814(NAD 83)
 MG0156_MARKER: DB = BENCH MARK DISK
 MG0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0156_STAMPING: G 194 1959
 MG0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0156+STABILITY: SURFACE MOTION
 MG0156
 MG0156  HISTORY     - Date     Condition        Report By
 MG0156  HISTORY     - 1959     MONUMENTED       CGS
 MG0156  HISTORY     - 19880427 MARK NOT FOUND   USPSQD
 MG0156  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0156  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 MG0156  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0156
 MG0156                          STATION DESCRIPTION
 MG0156
 MG0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0156'6 MI SE FROM WARNER.
 MG0156'THE MARK MAY BE REACHED FROM THE SOUTHEAST CORNER OF THE MUNICIPAL
 MG0156'PARK AT ORION, HENRY COUNTY, BY GOING SOUTH FOR 0.25 MILES ALONG
 MG0156'A STREET, THENCE 2.1 MILES EAST ALONG A BLACKTOP ROAD, THENCE
 MG0156'0.5 MILE NORTH ALONG AN OILED ROAD, THENCE 0.1 MILE EAST ALONG
 MG0156'AN OILED ROAD.  NOTE-- ABOUT 0.1 MILES NORTH ALONG THE CHICAGO,
 MG0156'BURLINGTON AND QUINCY RAILROAD FROM THE STATION SIGN AT WARNER,
 MG0156'THENCE 1.9 MILES EAST ALONG AN OILED ROAD, THENCE 3.9 MILES
 MG0156'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILES EAST ALONG AN OILED
 MG0156'ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH
 MG0156'OF FENCE LINE, 5 FEET WEST-SOUTHWEST OF THE WEST END OF A BOARD
 MG0156'GATE, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 MG0156'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 MG0156'INCHES.
 MG0156
 MG0156                          STATION RECOVERY (1988)
 MG0156
 MG0156'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0156'MARK NOT FOUND.
 MG0156
 MG0156                          STATION RECOVERY (1996)
 MG0156
 MG0156'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0156'MARK NOT FOUND.
 MG0156
 MG0156                          STATION RECOVERY (2001)
 MG0156
 MG0156'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0156'MARK NOT FOUND.
 MG0156
 MG0156                          STATION RECOVERY (2004)
 MG0156
 MG0156'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0222 ***********************************************************************
 MG0222  DESIGNATION -  G 195
 MG0222  PID         -  MG0222
 MG0222  STATE/COUNTY-  IL/KNOX
 MG0222  USGS QUAD   -  WOODHULL (1992)
 MG0222
 MG0222                         *CURRENT SURVEY CONTROL
 MG0222  ___________________________________________________________________
 MG0222* NAD 83(1986)-  41 09 03.     (N)    090 19 22.     (W)     SCALED    
 MG0222* NAVD 88     -       235.542  (meters)     772.77   (feet)  ADJUSTED  
 MG0222  ___________________________________________________________________
 MG0222  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0222  DYNAMIC HT  -         235.442 (meters)     772.45  (feet)  COMP
 MG0222  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 MG0222
 MG0222  VERT ORDER  -  SECOND    CLASS 0
 MG0222
 MG0222.The horizontal coordinates were scaled from a topographic map and have
 MG0222.an estimated accuracy of +/- 6 seconds.
 MG0222
 MG0222.The orthometric height was determined by differential leveling
 MG0222.and adjusted by the National Geodetic Survey in June 1991..
 MG0222
 MG0222.The geoid height was determined by GEOID03.
 MG0222
 MG0222.The dynamic height is computed by dividing the NAVD 88
 MG0222.geopotential number by the normal gravity value computed on the
 MG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0222.degrees latitude (g = 980.6199 gals.).
 MG0222
 MG0222.The modeled gravity was interpolated from observed gravity values.
 MG0222
 MG0222;                    North         East    Units  Estimated Accuracy
 MG0222;SPC IL W     -   497,790.      686,900.      MT  (+/- 180 meters Scaled)
 MG0222
 MG0222                          SUPERSEDED SURVEY CONTROL
 MG0222
 MG0222  NGVD 29 (??/??/92)  235.599  (m)          772.96   (f) ADJ UNCH    2 0
 MG0222
 MG0222.Superseded values are not recommended for survey control.
 MG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0222.See file dsdata.txt to determine how the superseded data were derived.
 MG0222
 MG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF246589(NAD 83)
 MG0222_MARKER: DB = BENCH MARK DISK
 MG0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0222_STAMPING: G 195 1959
 MG0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0222+STABILITY: SURFACE MOTION
 MG0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0222+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 MG0222
 MG0222  HISTORY     - Date     Condition        Report By
 MG0222  HISTORY     - 1959     MONUMENTED       CGS
 MG0222  HISTORY     - 19971124 GOOD             USPSQD
 MG0222  HISTORY     - 20011031 GOOD             USPSQD
 MG0222  HISTORY     - 20040616 GOOD             USPSQD
 MG0222
 MG0222                          STATION DESCRIPTION
 MG0222
 MG0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0222'2.4 MI S FROM WOODHULL.
 MG0222'ABOUT 0.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0222'TANK AT WOODHULL, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD
 MG0222'TO A EAST-WEST CROSS ROAD, 28 FEET EAST OF THE CENTERLINE
 MG0222'OF THE ROAD, 45 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 MG0222'ROAD, 10 FEET SOUTH OF A FENCE CORNER, 51 FEET SOUTHEAST OF THE
 MG0222'CENTERLINE OF THE JUNCTION, 10 FEET SOUTH OF A TELEPHONE POLE,
 MG0222'1.4 FEET WEST OF FENCE LINE, 3.0 FEET SOUTHWEST OF A METAL WITNESS
 MG0222'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE
 MG0222'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 MG0222
 MG0222                          STATION RECOVERY (1997)
 MG0222
 MG0222'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0222'RECOVERED IN GOOD CONDITION.
 MG0222
 MG0222                          STATION RECOVERY (2001)
 MG0222
 MG0222'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0222' 
 MG0222' 
 MG0222
 MG0222                          STATION RECOVERY (2004)
 MG0222
 MG0222'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0097 ***********************************************************************
 LD0097  DESIGNATION -  G 196
 LD0097  PID         -  LD0097
 LD0097  STATE/COUNTY-  IL/KNOX
 LD0097  USGS QUAD   -  GALESBURG EAST (1982)
 LD0097
 LD0097                         *CURRENT SURVEY CONTROL
 LD0097  ___________________________________________________________________
 LD0097* NAD 83(1986)-  40 55 05.     (N)    090 18 31.     (W)     SCALED    
 LD0097* NAVD 88     -       234.612  (meters)     769.72   (feet)  ADJUSTED  
 LD0097  ___________________________________________________________________
 LD0097  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0097  DYNAMIC HT  -         234.508 (meters)     769.38  (feet)  COMP
 LD0097  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 LD0097
 LD0097  VERT ORDER  -  SECOND    CLASS 0
 LD0097
 LD0097.The horizontal coordinates were scaled from a topographic map and have
 LD0097.an estimated accuracy of +/- 6 seconds.
 LD0097
 LD0097.The orthometric height was determined by differential leveling
 LD0097.and adjusted by the National Geodetic Survey in June 1991..
 LD0097
 LD0097.The geoid height was determined by GEOID03.
 LD0097
 LD0097.The dynamic height is computed by dividing the NAVD 88
 LD0097.geopotential number by the normal gravity value computed on the
 LD0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0097.degrees latitude (g = 980.6199 gals.).
 LD0097
 LD0097.The modeled gravity was interpolated from observed gravity values.
 LD0097
 LD0097;                    North         East    Units  Estimated Accuracy
 LD0097;SPC IL W     -   471,940.      688,040.      MT  (+/- 180 meters Scaled)
 LD0097
 LD0097                          SUPERSEDED SURVEY CONTROL
 LD0097
 LD0097  NGVD 29 (??/??/92)  234.669  (m)          769.91   (f) ADJ UNCH    2 0
 LD0097
 LD0097.Superseded values are not recommended for survey control.
 LD0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0097.See file dsdata.txt to determine how the superseded data were derived.
 LD0097
 LD0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF266331(NAD 83)
 LD0097_MARKER: DB = BENCH MARK DISK
 LD0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0097_STAMPING: G 196 1959
 LD0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0097+STABILITY: SURFACE MOTION
 LD0097
 LD0097  HISTORY     - Date     Condition        Report By
 LD0097  HISTORY     - 1959     MONUMENTED       CGS
 LD0097  HISTORY     - 19971112 GOOD             USPSQD
 LD0097
 LD0097                          STATION DESCRIPTION
 LD0097
 LD0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0097'3.6 MI SE FROM GALESBURG.
 LD0097'ABOUT 3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE POST
 LD0097'OFFICE AT GALESBURG, AT THE JUNCTIONS OF GRAVEL ROAD SOUTH AND A
 LD0097'BLACKTOP ROAD WEST, 74 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 LD0097'150, 66 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE BLACKTOP
 LD0097'ROAD, 91 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 2.3 FEET
 LD0097'NORTH OF FENCE LINE, 5 FEET WEST OF A TELEPHONE POLE 2098C, 2.4
 LD0097'FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 LD0097'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LD0097'INCHES.  NOTE-- THE MARK MAY BE REACHED FROM KNOXVILLE, KNOX
 LD0097'COUNTY, BY GOING WEST FOR 1.45 MILES ALONG U.S. HIGHWAY 150 FROM
 LD0097'THE POST OFFICE AT KNOXVILLE.
 LD0097
 LD0097                          STATION RECOVERY (1997)
 LD0097
 LD0097'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1435 ***********************************************************************
 LC1435  DESIGNATION -  G 197
 LC1435  PID         -  LC1435
 LC1435  STATE/COUNTY-  IL/PEORIA
 LC1435  USGS QUAD   -  ELMWOOD (1982)
 LC1435
 LC1435                         *CURRENT SURVEY CONTROL
 LC1435  ___________________________________________________________________
 LC1435* NAD 83(1986)-  40 50 38.     (N)    089 54 36.     (W)     SCALED    
 LC1435* NAVD 88     -       209.313  (meters)     686.72   (feet)  ADJUSTED  
 LC1435  ___________________________________________________________________
 LC1435  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1435  DYNAMIC HT  -         209.218 (meters)     686.41  (feet)  COMP
 LC1435  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 LC1435
 LC1435  VERT ORDER  -  SECOND    CLASS 0
 LC1435
 LC1435.The horizontal coordinates were scaled from a topographic map and have
 LC1435.an estimated accuracy of +/- 6 seconds.
 LC1435
 LC1435.The orthometric height was determined by differential leveling
 LC1435.and adjusted by the National Geodetic Survey in June 1991..
 LC1435
 LC1435.The geoid height was determined by GEOID03.
 LC1435
 LC1435.The dynamic height is computed by dividing the NAVD 88
 LC1435.geopotential number by the normal gravity value computed on the
 LC1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1435.degrees latitude (g = 980.6199 gals.).
 LC1435
 LC1435.The modeled gravity was interpolated from observed gravity values.
 LC1435
 LC1435;                    North         East    Units  Estimated Accuracy
 LC1435;SPC IL W     -   463,720.      721,640.      MT  (+/- 180 meters Scaled)
 LC1435
 LC1435                          SUPERSEDED SURVEY CONTROL
 LC1435
 LC1435  NGVD 29 (??/??/92)  209.394  (m)          686.99   (f) ADJ UNCH    2 0
 LC1435
 LC1435.Superseded values are not recommended for survey control.
 LC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1435.See file dsdata.txt to determine how the superseded data were derived.
 LC1435
 LC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL546255(NAD 83)
 LC1435_MARKER: DB = BENCH MARK DISK
 LC1435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1435_SP_SET: BRIDGE
 LC1435_STAMPING: G 197 1959
 LC1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1435
 LC1435  HISTORY     - Date     Condition        Report By
 LC1435  HISTORY     - 1959     MONUMENTED       CGS
 LC1435  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1435
 LC1435                          STATION DESCRIPTION
 LC1435
 LC1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1435'1.4 MI W FROM BRIMFIELD.
 LC1435'ABOUT 1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1435'STATION AT BRIMFIELD, THENCE 0.45 MILES WEST ALONG TUCKER ROAD,
 LC1435'ABOUT 0.1 MILES WEST OF A NORTH-SOUTH CROSS ROAD, SET IN THE TOP
 LC1435'OF THE EAST END OF THE SOUTH HEADWALL OF A 12-FOOT CONCRETE BRIDGE,
 LC1435'12 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE
 LC1435'EAST END OF THE HEADWALL, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 LC1435
 LC1435                          STATION RECOVERY (1998)
 LC1435
 LC1435'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1436 ***********************************************************************
 LC1436  DESIGNATION -  G 197 RESET 1968
 LC1436  PID         -  LC1436
 LC1436  STATE/COUNTY-  IL/PEORIA
 LC1436  USGS QUAD   -  ELMWOOD (1982)
 LC1436
 LC1436                         *CURRENT SURVEY CONTROL
 LC1436  ___________________________________________________________________
 LC1436* NAD 83(1986)-  40 50 32.     (N)    089 54 19.     (W)     SCALED    
 LC1436* NAVD 88     -       207.16   (meters)     679.7    (feet)  RESET     
 LC1436  ___________________________________________________________________
 LC1436  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1436
 LC1436  VERT ORDER  -  THIRD
 LC1436
 LC1436.The horizontal coordinates were scaled from a topographic map and have
 LC1436.an estimated accuracy of +/- 6 seconds.
 LC1436
 LC1436.The orthometric height was computed from unverified reset data.
 LC1436
 LC1436.The geoid height was determined by GEOID03.
 LC1436
 LC1436;                    North         East    Units  Estimated Accuracy
 LC1436;SPC IL W     -   463,540.      722,040.      MT  (+/- 180 meters Scaled)
 LC1436
 LC1436                          SUPERSEDED SURVEY CONTROL
 LC1436
 LC1436.No superseded survey control is available for this station.
 LC1436
 LC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL550253(NAD 83)
 LC1436_MARKER: DD = SURVEY DISK
 LC1436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1436_SP_SET: CULVERT
 LC1436_STAMPING: G 197 RESET 1968
 LC1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1436
 LC1436  HISTORY     - Date     Condition        Report By
 LC1436  HISTORY     - 1968     MONUMENTED       ILHD
 LC1436
 LC1436                          STATION DESCRIPTION
 LC1436
 LC1436'DESCRIBED BY IL HIGHWAY DEPT 1968
 LC1436'1.4 MI NW FROM BRIMFIELD.
 LC1436'ABOUT 1 MILE NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1436'STATION AT BRIMFIELD, THENCE 0.45 MILE WEST ALONG TUCKER ROAD,
 LC1436'ABOUT 0.1 MILE SOUTH OF A NORTH-SOUTH CROSS ROADS, SET IN THE
 LC1436'TOP OF THE EAST END OF THE NORTH HEADWALL OF A 8 FT X 7 FT BOX
 LC1436'CULVERT, 120 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND LANES
 LC1436'OF THE INTERSTATE HIGHWAY, ABOUT 18.5 FEET BELOW THE LEVEL OF THE
 LC1436'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1496 ***********************************************************************
 LC1496  DESIGNATION -  G 198
 LC1496  PID         -  LC1496
 LC1496  STATE/COUNTY-  IL/PEORIA
 LC1496  USGS QUAD   -  DUNLAP (1996)
 LC1496
 LC1496                         *CURRENT SURVEY CONTROL
 LC1496  ___________________________________________________________________
 LC1496* NAD 83(1986)-  40 45 10.     (N)    089 39 00.     (W)     SCALED    
 LC1496* NAVD 88     -       174.384  (meters)     572.12   (feet)  ADJUSTED  
 LC1496  ___________________________________________________________________
 LC1496  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LC1496  DYNAMIC HT  -         174.303 (meters)     571.86  (feet)  COMP
 LC1496  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 LC1496
 LC1496  VERT ORDER  -  SECOND    CLASS 0
 LC1496
 LC1496.The horizontal coordinates were scaled from a topographic map and have
 LC1496.an estimated accuracy of +/- 6 seconds.
 LC1496
 LC1496.The orthometric height was determined by differential leveling
 LC1496.and adjusted by the National Geodetic Survey in June 1991..
 LC1496
 LC1496.The geoid height was determined by GEOID03.
 LC1496
 LC1496.The dynamic height is computed by dividing the NAVD 88
 LC1496.geopotential number by the normal gravity value computed on the
 LC1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1496.degrees latitude (g = 980.6199 gals.).
 LC1496
 LC1496.The modeled gravity was interpolated from observed gravity values.
 LC1496
 LC1496;                    North         East    Units  Estimated Accuracy
 LC1496;SPC IL W     -   453,700.      743,630.      MT  (+/- 180 meters Scaled)
 LC1496
 LC1496                          SUPERSEDED SURVEY CONTROL
 LC1496
 LC1496  NGVD 29 (??/??/92)  174.468  (m)          572.40   (f) ADJ UNCH    2 0
 LC1496
 LC1496.Superseded values are not recommended for survey control.
 LC1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1496.See file dsdata.txt to determine how the superseded data were derived.
 LC1496
 LC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL762146(NAD 83)
 LC1496_MARKER: DB = BENCH MARK DISK
 LC1496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1496_SP_SET: BRIDGE
 LC1496_STAMPING: G 198 1959
 LC1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1496
 LC1496  HISTORY     - Date     Condition        Report By
 LC1496  HISTORY     - 1959     MONUMENTED       CGS
 LC1496  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 LC1496
 LC1496                          STATION DESCRIPTION
 LC1496
 LC1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1496'3.8 MI W FROM PEORIA.
 LC1496'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC1496'WITH STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, THENCE 1.2
 LC1496'MILES WEST ALONG BIG HOLLOW ROAD, THENCE 0.2 MILES WEST ALONG
 LC1496'CHARTER OAK ROAD, SET IN THE TOP OF THE SOUTH END OF THE EAST
 LC1496'HEADWALL OF A 30-FOOT CONCRETE BRIDGE, 14 FEET SOUTH OF THE CENTER
 LC1496'LINE OF THE ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
 LC1496
 LC1496                          STATION RECOVERY (1977)
 LC1496
 LC1496'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0943 ***********************************************************************
 LC0943  DESIGNATION -  G 199
 LC0943  PID         -  LC0943
 LC0943  STATE/COUNTY-  IL/WOODFORD
 LC0943  USGS QUAD   -  DANVERS (1970)
 LC0943
 LC0943                         *CURRENT SURVEY CONTROL
 LC0943  ___________________________________________________________________
 LC0943* NAD 83(1986)-  40 37 00.     (N)    089 13 27.     (W)     SCALED    
 LC0943* NAVD 88     -       211.228  (meters)     693.00   (feet)  ADJUSTED  
 LC0943  ___________________________________________________________________
 LC0943  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LC0943  DYNAMIC HT  -         211.132 (meters)     692.69  (feet)  COMP
 LC0943  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 LC0943
 LC0943  VERT ORDER  -  SECOND    CLASS 0
 LC0943
 LC0943.The horizontal coordinates were scaled from a topographic map and have
 LC0943.an estimated accuracy of +/- 6 seconds.
 LC0943
 LC0943.The orthometric height was determined by differential leveling
 LC0943.and adjusted by the National Geodetic Survey in June 1991..
 LC0943
 LC0943.The geoid height was determined by GEOID03.
 LC0943
 LC0943.The dynamic height is computed by dividing the NAVD 88
 LC0943.geopotential number by the normal gravity value computed on the
 LC0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0943.degrees latitude (g = 980.6199 gals.).
 LC0943
 LC0943.The modeled gravity was interpolated from observed gravity values.
 LC0943
 LC0943;                    North         East    Units  Estimated Accuracy
 LC0943;SPC IL W     -   438,890.      779,750.      MT  (+/- 180 meters Scaled)
 LC0943
 LC0943                          SUPERSEDED SURVEY CONTROL
 LC0943
 LC0943  NGVD 29 (??/??/92)  211.300  (m)          693.24   (f) ADJ UNCH    2 0
 LC0943
 LC0943.Superseded values are not recommended for survey control.
 LC0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0943.See file dsdata.txt to determine how the superseded data were derived.
 LC0943
 LC0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK118985(NAD 83)
 LC0943_MARKER: DB = BENCH MARK DISK
 LC0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0943_SP_SET: CULVERT
 LC0943_STAMPING: G 199 1959
 LC0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0943
 LC0943  HISTORY     - Date     Condition        Report By
 LC0943  HISTORY     - 1959     MONUMENTED       CGS
 LC0943  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0943  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC0943
 LC0943                          STATION DESCRIPTION
 LC0943
 LC0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0943'2.9 MI E FROM GOODFIELD.
 LC0943'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC0943'WITH STATE HIGHWAY 117 AT GOODFIELD, SET IN THE TOP OF THE EAST
 LC0943'END OF THE SOUTH HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT, 24
 LC0943'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET WEST
 LC0943'OF THE EAST END OF THE HEADWALL, ABOUT 15 FEET BELOW THE LEVEL
 LC0943'OF THE HIGHWAY.  NOTE-- THE MARK MAY BE REACHED FROM CONGERVILLE,
 LC0943'WOODFORD COUNTY, BY GOING NORTH ALONG AN ASPHALT STREET FOR
 LC0943'0.1 MILE FROM THE POST OFFICE AT CONGERVILLE, THENCE 1.0 MILE
 LC0943'WEST ALONG U.S. HIGHWAY 150.
 LC0943
 LC0943                          STATION RECOVERY (1988)
 LC0943
 LC0943'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0943'MARK NOT FOUND.
 LC0943
 LC0943                          STATION RECOVERY (1998)
 LC0943
 LC0943'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0625 ***********************************************************************
 LC0625  DESIGNATION -  G 200
 LC0625  PID         -  LC0625
 LC0625  STATE/COUNTY-  IL/MCLEAN
 LC0625  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0625
 LC0625                         *CURRENT SURVEY CONTROL
 LC0625  ___________________________________________________________________
 LC0625* NAD 83(1986)-  40 24 03.     (N)    088 54 03.     (W)     SCALED    
 LC0625* NAVD 88     -       243.465  (meters)     798.77   (feet)  ADJUSTED  
 LC0625  ___________________________________________________________________
 LC0625  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0625  DYNAMIC HT  -         243.348 (meters)     798.38  (feet)  COMP
 LC0625  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 LC0625
 LC0625  VERT ORDER  -  SECOND    CLASS 0
 LC0625
 LC0625.The horizontal coordinates were scaled from a topographic map and have
 LC0625.an estimated accuracy of +/- 6 seconds.
 LC0625
 LC0625.The orthometric height was determined by differential leveling
 LC0625.and adjusted by the National Geodetic Survey in June 1991..
 LC0625
 LC0625.The geoid height was determined by GEOID03.
 LC0625
 LC0625.The dynamic height is computed by dividing the NAVD 88
 LC0625.geopotential number by the normal gravity value computed on the
 LC0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0625.degrees latitude (g = 980.6199 gals.).
 LC0625
 LC0625.The modeled gravity was interpolated from observed gravity values.
 LC0625
 LC0625;                    North         East    Units  Estimated Accuracy
 LC0625;SPC IL E     -   414,660.      251,830.      MT  (+/- 180 meters Scaled)
 LC0625
 LC0625                          SUPERSEDED SURVEY CONTROL
 LC0625
 LC0625  NGVD 29 (??/??/92)  243.523  (m)          798.96   (f) ADJ UNCH    2 0
 LC0625
 LC0625.Superseded values are not recommended for survey control.
 LC0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0625.See file dsdata.txt to determine how the superseded data were derived.
 LC0625
 LC0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK386739(NAD 83)
 LC0625_MARKER: DB = BENCH MARK DISK
 LC0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0625_STAMPING: G 200 1959
 LC0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0625+STABILITY: SURFACE MOTION
 LC0625
 LC0625  HISTORY     - Date     Condition        Report By
 LC0625  HISTORY     - 1959     MONUMENTED       CGS
 LC0625
 LC0625                          STATION DESCRIPTION
 LC0625
 LC0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0625'0.3 MI S FROM GILLUM.
 LC0625'ABOUT 0.3 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0625'THE NEW YORK CENTRAL RAILROAD IN GILLUM, 26 FEET EAST OF THE CENTER
 LC0625'LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 3 FEET SOUTH OF A
 LC0625'T-FENCE CORNER, 21 1/2 FEET NORTH OF A POWER POLE, 284 FEET SOUTH
 LC0625'OF THE CENTER LINE OF A DRIVEWAY EAST TO A FARM HOUSE, 2.6 FEET
 LC0625'NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 LC0625'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0625'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0284 ***********************************************************************
 LC0284  DESIGNATION -  G 201
 LC0284  PID         -  LC0284
 LC0284  STATE/COUNTY-  IL/CHAMPAIGN
 LC0284  USGS QUAD   -  RANTOUL (1984)
 LC0284
 LC0284                         *CURRENT SURVEY CONTROL
 LC0284  ___________________________________________________________________
 LC0284* NAD 83(1986)-  40 21 39.     (N)    088 08 13.     (W)     SCALED    
 LC0284* NAVD 88     -       237.295  (meters)     778.53   (feet)  ADJUSTED  
 LC0284  ___________________________________________________________________
 LC0284  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LC0284  DYNAMIC HT  -         237.179 (meters)     778.14  (feet)  COMP
 LC0284  MODELED GRAV-     980,130.4   (mgal)                       NAVD 88
 LC0284
 LC0284  VERT ORDER  -  SECOND    CLASS 0
 LC0284
 LC0284.The horizontal coordinates were scaled from a topographic map and have
 LC0284.an estimated accuracy of +/- 6 seconds.
 LC0284
 LC0284.The orthometric height was determined by differential leveling
 LC0284.and adjusted by the National Geodetic Survey in June 1991..
 LC0284
 LC0284.The geoid height was determined by GEOID03.
 LC0284
 LC0284.The dynamic height is computed by dividing the NAVD 88
 LC0284.geopotential number by the normal gravity value computed on the
 LC0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0284.degrees latitude (g = 980.6199 gals.).
 LC0284
 LC0284.The modeled gravity was interpolated from observed gravity values.
 LC0284
 LC0284;                    North         East    Units  Estimated Accuracy
 LC0284;SPC IL E     -   410,080.      316,680.      MT  (+/- 180 meters Scaled)
 LC0284
 LC0284                          SUPERSEDED SURVEY CONTROL
 LC0284
 LC0284  NGVD 29 (??/??/92)  237.345  (m)          778.69   (f) ADJ UNCH    2 0
 LC0284
 LC0284.Superseded values are not recommended for survey control.
 LC0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0284.See file dsdata.txt to determine how the superseded data were derived.
 LC0284
 LC0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK034684(NAD 83)
 LC0284_MARKER: DB = BENCH MARK DISK
 LC0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0284_STAMPING: G 201 1959
 LC0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0284+STABILITY: SURFACE MOTION
 LC0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0284+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 LC0284
 LC0284  HISTORY     - Date     Condition        Report By
 LC0284  HISTORY     - 1959     MONUMENTED       CGS
 LC0284  HISTORY     - 1973     MARK NOT FOUND   NGS
 LC0284  HISTORY     - 20051208 GOOD             ILDT
 LC0284
 LC0284                          STATION DESCRIPTION
 LC0284
 LC0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0284'3.6 MI NE FROM RANTOUL.
 LC0284'ABOUT 3.65 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0284'WITH U.S. HIGHWAY 136 IN RANTOUL, AT THE JUNCTION OF A GRAVEL
 LC0284'ROAD EAST, 104 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LC0284'53 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD,
 LC0284'6 FEET EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A FENCE, 43
 LC0284'FEET SOUTH OF THE SOUTHWEST END OF A CONCRETE PIPE CULVERT,
 LC0284'1.8 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
 LC0284'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LC0284'PROJECTING 3 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM LUDLOW,
 LC0284'CHMPAIGN COUNTY, BY GOING SOUTHWEST ALONG AN ASPHALT ROAD FOR
 LC0284'0.8 MILES FROM THE POST OFFICE AT LUDLOW, THENCE 2.05 MILES
 LC0284'SOUTHWEST ALONG U.S. HIGHWAY 45.
 LC0284
 LC0284                          STATION RECOVERY (1973)
 LC0284
 LC0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0284'MARK NOT FOUND.
 LC0284
 LC0284                          STATION RECOVERY (2005)
 LC0284
 LC0284'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0284'TO REACH FROM THE INTERSECTION OF US 45 AND CH 55.  MARK IS 104 FT SE
 LC0284'OF INTERSECTION.  50 FT SOUTH OF CH 55.  43 FT SE OF PIPE CULVERT.
 LC0284'7.7 FT NE OF A POWER POLE.  9.2 NE OF TELEPHONE PED.  6.6 FT SE OF
 LC0284'METAL FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0094 ***********************************************************************
 LC0094  DESIGNATION -  G 202
 LC0094  PID         -  LC0094
 LC0094  STATE/COUNTY-  IL/IROQUOIS
 LC0094  USGS QUAD   -  ONARGA WEST (1986)
 LC0094
 LC0094                         *CURRENT SURVEY CONTROL
 LC0094  ___________________________________________________________________
 LC0094* NAD 83(1986)-  40 42 00.     (N)    088 01 41.     (W)     SCALED    
 LC0094* NAVD 88     -       203.336  (meters)     667.11   (feet)  ADJUSTED  
 LC0094  ___________________________________________________________________
 LC0094  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC0094  DYNAMIC HT  -         203.245 (meters)     666.81  (feet)  COMP
 LC0094  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 LC0094
 LC0094  VERT ORDER  -  SECOND    CLASS 0
 LC0094
 LC0094.The horizontal coordinates were scaled from a topographic map and have
 LC0094.an estimated accuracy of +/- 6 seconds.
 LC0094
 LC0094.The orthometric height was determined by differential leveling
 LC0094.and adjusted by the National Geodetic Survey in June 1991..
 LC0094
 LC0094.The geoid height was determined by GEOID03.
 LC0094
 LC0094.The dynamic height is computed by dividing the NAVD 88
 LC0094.geopotential number by the normal gravity value computed on the
 LC0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0094.degrees latitude (g = 980.6199 gals.).
 LC0094
 LC0094.The modeled gravity was interpolated from observed gravity values.
 LC0094
 LC0094;                    North         East    Units  Estimated Accuracy
 LC0094;SPC IL E     -   447,770.      325,800.      MT  (+/- 180 meters Scaled)
 LC0094
 LC0094                          SUPERSEDED SURVEY CONTROL
 LC0094
 LC0094  NGVD 29 (??/??/92)  203.405  (m)          667.34   (f) ADJ UNCH    2 0
 LC0094
 LC0094.Superseded values are not recommended for survey control.
 LC0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0094.See file dsdata.txt to determine how the superseded data were derived.
 LC0094
 LC0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL131059(NAD 83)
 LC0094_MARKER: DB = BENCH MARK DISK
 LC0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0094_STAMPING: G 202 1959
 LC0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0094+STABILITY: SURFACE MOTION
 LC0094
 LC0094  HISTORY     - Date     Condition        Report By
 LC0094  HISTORY     - 1959     MONUMENTED       CGS
 LC0094
 LC0094                          STATION DESCRIPTION
 LC0094
 LC0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0094'2 MI SW FROM ONARGA.
 LC0094'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0094'WITH U.S. HIGHWAY 54 IN ONARGA, THENCE 1.0 MILE WEST ALONG A
 LC0094'GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL ROAD NORTH, 25 FEET
 LC0094'SOUTH OF THE CENTER LINE OF THE ROAD, 8 FEET WEST OF THE EXTENDED
 LC0094'CENTER LINE OF THE ROAD NORTH, 1 1/2 FEET NORTH OF A FENCE,
 LC0094'6 FEET WEST-NORTHWEST OF A FENCE CORNER, 20 1/2 FEET
 LC0094'EAST-SOUTHEAST OF A TELEPHONE POLE, 28 FEET SOUTHWEST OF THE CENTER
 LC0094'OF THE JUNCTION, 1.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 LC0094'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0094'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2011 ***********************************************************************
 LB2011  DESIGNATION -  G 203
 LB2011  PID         -  LB2011
 LB2011  STATE/COUNTY-  IL/IROQUOIS
 LB2011  USGS QUAD   -  CLIFTON (1986)
 LB2011
 LB2011                         *CURRENT SURVEY CONTROL
 LB2011  ___________________________________________________________________
 LB2011* NAD 83(1986)-  40 59 19.     (N)    087 53 11.     (W)     SCALED    
 LB2011* NAVD 88     -       195.874  (meters)     642.63   (feet)  ADJUSTED  
 LB2011  ___________________________________________________________________
 LB2011  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LB2011  DYNAMIC HT  -         195.794 (meters)     642.37  (feet)  COMP
 LB2011  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 LB2011
 LB2011  VERT ORDER  -  SECOND    CLASS 0
 LB2011
 LB2011.The horizontal coordinates were scaled from a topographic map and have
 LB2011.an estimated accuracy of +/- 6 seconds.
 LB2011
 LB2011.The orthometric height was determined by differential leveling
 LB2011.and adjusted by the National Geodetic Survey in June 1991..
 LB2011
 LB2011.The geoid height was determined by GEOID03.
 LB2011
 LB2011.The dynamic height is computed by dividing the NAVD 88
 LB2011.geopotential number by the normal gravity value computed on the
 LB2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2011.degrees latitude (g = 980.6199 gals.).
 LB2011
 LB2011.The modeled gravity was interpolated from observed gravity values.
 LB2011
 LB2011;                    North         East    Units  Estimated Accuracy
 LB2011;SPC IL E     -   479,870.      337,610.      MT  (+/- 180 meters Scaled)
 LB2011
 LB2011                          SUPERSEDED SURVEY CONTROL
 LB2011
 LB2011  NGVD 29 (??/??/92)  195.958  (m)          642.91   (f) ADJ UNCH    2 0
 LB2011
 LB2011.Superseded values are not recommended for survey control.
 LB2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2011.See file dsdata.txt to determine how the superseded data were derived.
 LB2011
 LB2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL254378(NAD 83)
 LB2011_MARKER: DB = BENCH MARK DISK
 LB2011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB2011_SP_SET: CULVERT
 LB2011_STAMPING: G 203 1959
 LB2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2011
 LB2011  HISTORY     - Date     Condition        Report By
 LB2011  HISTORY     - 1959     MONUMENTED       CGS
 LB2011
 LB2011                          STATION DESCRIPTION
 LB2011
 LB2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB2011'2.8 MI SE FROM CHEBANSE.
 LB2011'ABOUT 0.2 MILE EAST ALONG CHEBANSE STREET FROM ITS JUNCTION WITH
 LB2011'CHESTNUT STREET IN CHESBANSE, THENCE 1.15 MILES SOUTH ALONG U.S.
 LB2011'HIGHWAY 45, THENCE 1.4 MILES EAST ALONG AN ASPHALT ROAD, SET IN
 LB2011'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 6-FOOT CONCRETE
 LB2011'BOX CULVERT, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND ABOUT
 LB2011'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0136 ***********************************************************************
 KB0136  DESIGNATION -  G 206
 KB0136  PID         -  KB0136
 KB0136  STATE/COUNTY-  IL/COLES
 KB0136  USGS QUAD   -  HUMBOLDT (1983)
 KB0136
 KB0136                         *CURRENT SURVEY CONTROL
 KB0136  ___________________________________________________________________
 KB0136* NAD 83(1986)-  39 35 51.     (N)    088 19 16.     (W)     SCALED    
 KB0136* NAVD 88     -       199.562  (meters)     654.73   (feet)  ADJUSTED  
 KB0136  ___________________________________________________________________
 KB0136  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0136  DYNAMIC HT  -         199.451 (meters)     654.37  (feet)  COMP
 KB0136  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 KB0136
 KB0136  VERT ORDER  -  SECOND    CLASS 0
 KB0136
 KB0136.The horizontal coordinates were scaled from a topographic map and have
 KB0136.an estimated accuracy of +/- 6 seconds.
 KB0136
 KB0136.The orthometric height was determined by differential leveling
 KB0136.and adjusted by the National Geodetic Survey in June 1991..
 KB0136
 KB0136.The geoid height was determined by GEOID03.
 KB0136
 KB0136.The dynamic height is computed by dividing the NAVD 88
 KB0136.geopotential number by the normal gravity value computed on the
 KB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0136.degrees latitude (g = 980.6199 gals.).
 KB0136
 KB0136.The modeled gravity was interpolated from observed gravity values.
 KB0136
 KB0136;                    North         East    Units  Estimated Accuracy
 KB0136;SPC IL E     -   325,310.      301,050.      MT  (+/- 180 meters Scaled)
 KB0136
 KB0136                          SUPERSEDED SURVEY CONTROL
 KB0136
 KB0136  NGVD 29 (??/??/92)  199.634  (m)          654.97   (f) ADJ UNCH    2 0
 KB0136
 KB0136.Superseded values are not recommended for survey control.
 KB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0136.See file dsdata.txt to determine how the superseded data were derived.
 KB0136
 KB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ865839(NAD 83)
 KB0136_MARKER: DB = BENCH MARK DISK
 KB0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0136_SP_SET: BRIDGE
 KB0136_STAMPING: G 206 1959
 KB0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0136
 KB0136  HISTORY     - Date     Condition        Report By
 KB0136  HISTORY     - 1959     MONUMENTED       CGS
 KB0136  HISTORY     - 1973     GOOD             ILHD
 KB0136  HISTORY     - 20050228 MARK NOT FOUND   ILDT
 KB0136
 KB0136                          STATION DESCRIPTION
 KB0136
 KB0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0136'0.2 MI S FROM HUMBOLDT.
 KB0136'ABOUT 0.25 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0136'THE STATION AT HUMBOLDT, SET IN THE TOP OF THE SOUTH END OF THE
 KB0136'EAST HEADWALL OF A 45-FOOT CONCRETE BRIDGE UNDER THE RAILROAD,
 KB0136'12 FEET EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK AND
 KB0136'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 KB0136
 KB0136                          STATION RECOVERY (1973)
 KB0136
 KB0136'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0136'RECOVERED IN GOOD CONDITION.
 KB0136
 KB0136                          STATION RECOVERY (2005)
 KB0136
 KB0136'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0136'BRIDGE HAS BEEN EXTENDED APPEARS TO BE UNDER NEW CONCRETE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0160 ***********************************************************************
 KB0160  DESIGNATION -  G 208
 KB0160  PID         -  KB0160
 KB0160  STATE/COUNTY-  IL/COLES
 KB0160  USGS QUAD   -  HUMBOLDT (1983)
 KB0160
 KB0160                         *CURRENT SURVEY CONTROL
 KB0160  ___________________________________________________________________
 KB0160* NAD 83(1986)-  39 30 21.     (N)    088 18 32.     (W)     SCALED    
 KB0160* NAVD 88     -       206.429  (meters)     677.26   (feet)  ADJUSTED  
 KB0160  ___________________________________________________________________
 KB0160  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0160  DYNAMIC HT  -         206.312 (meters)     676.88  (feet)  COMP
 KB0160  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 KB0160
 KB0160  VERT ORDER  -  SECOND    CLASS 0
 KB0160
 KB0160.The horizontal coordinates were scaled from a topographic map and have
 KB0160.an estimated accuracy of +/- 6 seconds.
 KB0160
 KB0160.The orthometric height was determined by differential leveling
 KB0160.and adjusted by the National Geodetic Survey in June 1991..
 KB0160
 KB0160.The geoid height was determined by GEOID03.
 KB0160
 KB0160.The dynamic height is computed by dividing the NAVD 88
 KB0160.geopotential number by the normal gravity value computed on the
 KB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0160.degrees latitude (g = 980.6199 gals.).
 KB0160
 KB0160.The modeled gravity was interpolated from observed gravity values.
 KB0160
 KB0160;                    North         East    Units  Estimated Accuracy
 KB0160;SPC IL E     -   315,140.      302,100.      MT  (+/- 180 meters Scaled)
 KB0160
 KB0160                          SUPERSEDED SURVEY CONTROL
 KB0160
 KB0160  NGVD 29 (??/??/92)  206.492  (m)          677.47   (f) ADJ UNCH    2 0
 KB0160
 KB0160.Superseded values are not recommended for survey control.
 KB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0160.See file dsdata.txt to determine how the superseded data were derived.
 KB0160
 KB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ874737(NAD 83)
 KB0160_MARKER: DB = BENCH MARK DISK
 KB0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0160_SP_SET: CULVERT
 KB0160_STAMPING: G 208 1959
 KB0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0160+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 KB0160
 KB0160  HISTORY     - Date     Condition        Report By
 KB0160  HISTORY     - 1959     MONUMENTED       CGS
 KB0160  HISTORY     - 1973     GOOD             ILHD
 KB0160  HISTORY     - 20011112 GOOD             INDIV
 KB0160  HISTORY     - 20050225 GOOD             ILDT
 KB0160
 KB0160                          STATION DESCRIPTION
 KB0160
 KB0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0160'5.2 MI E FROM MATTOON.
 KB0160'ABOUT 5.15 MILES EAST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 KB0160'WITH U.S. HIGHWAY 45 IN MATTOON, THENCE 0.1 MILE NORTH ALONG AN
 KB0160'OILED ROAD, AT A NORTH-SOUTH AND EAST-WEST ROADS, SET IN THE TOP
 KB0160'OF THE EAST END OF THE SOUTH HEADWALL OF A 3-FOOT RIGHT ANGLE
 KB0160'CONCRETE BOX CULVERT, 15 FEET SOUTH OF THE CENTER LINE OF THE
 KB0160'ROAD, 21 FEET WEST OF THE CENTERLINE OF THE ROAD, 25 FEET
 KB0160'SOUTHWEST OF THE CENTER OF THE JUNCTION, ABOUT 1 1/2 FEET ABOVE
 KB0160'THE LEVEL OF THE ROAD.
 KB0160
 KB0160                          STATION RECOVERY (1973)
 KB0160
 KB0160'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0160'RECOVERED IN GOOD CONDITION.
 KB0160
 KB0160                          STATION RECOVERY (2001)
 KB0160
 KB0160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RDW)
 KB0160'RECOVERED IN GOOD CONDITION.
 KB0160
 KB0160                          STATION RECOVERY (2005)
 KB0160
 KB0160'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0160'ON THE SW QUAD OF 900N AND 870E INT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0345 ***********************************************************************
 KB0345  DESIGNATION -  G 209
 KB0345  PID         -  KB0345
 KB0345  STATE/COUNTY-  IL/SHELBY
 KB0345  USGS QUAD   -  TEUTOPOLIS (1985)
 KB0345
 KB0345                         *CURRENT SURVEY CONTROL
 KB0345  ___________________________________________________________________
 KB0345* NAD 83(1986)-  39 13 07.     (N)    088 29 19.     (W)     SCALED    
 KB0345* NAVD 88     -       191.358  (meters)     627.81   (feet)  ADJUSTED  
 KB0345  ___________________________________________________________________
 KB0345  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KB0345  DYNAMIC HT  -         191.244 (meters)     627.44  (feet)  COMP
 KB0345  MODELED GRAV-     980,027.8   (mgal)                       NAVD 88
 KB0345
 KB0345  VERT ORDER  -  SECOND    CLASS 0
 KB0345
 KB0345.The horizontal coordinates were scaled from a topographic map and have
 KB0345.an estimated accuracy of +/- 6 seconds.
 KB0345
 KB0345.The orthometric height was determined by differential leveling
 KB0345.and adjusted by the National Geodetic Survey in June 1991..
 KB0345
 KB0345.The geoid height was determined by GEOID03.
 KB0345
 KB0345.The dynamic height is computed by dividing the NAVD 88
 KB0345.geopotential number by the normal gravity value computed on the
 KB0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0345.degrees latitude (g = 980.6199 gals.).
 KB0345
 KB0345.The modeled gravity was interpolated from observed gravity values.
 KB0345
 KB0345;                    North         East    Units  Estimated Accuracy
 KB0345;SPC IL E     -   283,260.      286,590.      MT  (+/- 180 meters Scaled)
 KB0345
 KB0345                          SUPERSEDED SURVEY CONTROL
 KB0345
 KB0345  NGVD 29 (??/??/92)  191.440  (m)          628.08   (f) ADJ UNCH    2 0
 KB0345
 KB0345.Superseded values are not recommended for survey control.
 KB0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0345.See file dsdata.txt to determine how the superseded data were derived.
 KB0345
 KB0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ714420(NAD 83)
 KB0345_MARKER: DB = BENCH MARK DISK
 KB0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0345_STAMPING: G 209 1959
 KB0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0345+STABILITY: SURFACE MOTION
 KB0345
 KB0345  HISTORY     - Date     Condition        Report By
 KB0345  HISTORY     - 1959     MONUMENTED       CGS
 KB0345  HISTORY     - 1973     MARK NOT FOUND   NGS
 KB0345  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0345  HISTORY     - 20041119 MARK NOT FOUND   ILDT
 KB0345
 KB0345                          STATION DESCRIPTION
 KB0345
 KB0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0345'0.9 MI SE FROM SIGEL.
 KB0345'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0345'AT SIGEL, THENCE 0.35 MILE SOUTH ALONG AN ASPHALT ROAD, THENCE
 KB0345'0.3 MILE EAST ALONG AN ASPHALT ROAD, ABOUT 33 YARDS WEST OF THE
 KB0345'WEST END OF A 9-FOOT CONCRETE CULVERT, AT A FENCE CORNER SOUTH
 KB0345'OF THE ROAD, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KB0345'1 1/2 FEET NORTH OF A FENCE, 8 FEET EAST OF A FENCE CORNER, 19
 KB0345'FEET EAST OF THE CENTER LINE OF A FARM ROAD SOUTH TO A FIELD,
 KB0345'13 FEET SOUTHEAST OF THE EAST END OF A CORRUGATED STEEL PIPE
 KB0345'CULVERT, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 KB0345'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KB0345'POST PROJECTING 3 INCHES.
 KB0345
 KB0345                          STATION RECOVERY (1973)
 KB0345
 KB0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0345'MARK NOT FOUND.
 KB0345
 KB0345                          STATION RECOVERY (1982)
 KB0345
 KB0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0345'MARK NOT FOUND.
 KB0345
 KB0345                          STATION RECOVERY (2004)
 KB0345
 KB0345'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0006 ***********************************************************************
 LC0006  DESIGNATION -  G 21
 LC0006  PID         -  LC0006
 LC0006  STATE/COUNTY-  IL/LIVINGSTON
 LC0006  USGS QUAD   -  SAUNEMIN (1983)
 LC0006
 LC0006                         *CURRENT SURVEY CONTROL
 LC0006  ___________________________________________________________________
 LC0006* NAD 83(1986)-  40 57 48.     (N)    088 24 57.     (W)     SCALED    
 LC0006* NAVD 88     -       217.943  (meters)     715.03   (feet)  ADJUSTED  
 LC0006  ___________________________________________________________________
 LC0006  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC0006  DYNAMIC HT  -         217.854 (meters)     714.74  (feet)  COMP
 LC0006  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 LC0006
 LC0006  VERT ORDER  -  SECOND    CLASS 0
 LC0006
 LC0006.The horizontal coordinates were scaled from a topographic map and have
 LC0006.an estimated accuracy of +/- 6 seconds.
 LC0006
 LC0006.The orthometric height was determined by differential leveling
 LC0006.and adjusted by the National Geodetic Survey in June 1991..
 LC0006
 LC0006.The geoid height was determined by GEOID03.
 LC0006
 LC0006.The dynamic height is computed by dividing the NAVD 88
 LC0006.geopotential number by the normal gravity value computed on the
 LC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0006.degrees latitude (g = 980.6199 gals.).
 LC0006
 LC0006.The modeled gravity was interpolated from observed gravity values.
 LC0006
 LC0006;                    North         East    Units  Estimated Accuracy
 LC0006;SPC IL E     -   476,970.      293,060.      MT  (+/- 180 meters Scaled)
 LC0006
 LC0006                          SUPERSEDED SURVEY CONTROL
 LC0006
 LC0006  NGVD 29 (??/??/92)  218.012  (m)          715.26   (f) ADJ UNCH    2 0
 LC0006
 LC0006.Superseded values are not recommended for survey control.
 LC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0006.See file dsdata.txt to determine how the superseded data were derived.
 LC0006
 LC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL808356(NAD 83)
 LC0006_MARKER: DB = BENCH MARK DISK
 LC0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0006_STAMPING: G 21 1934
 LC0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0006+STABILITY: SURFACE MOTION
 LC0006
 LC0006  HISTORY     - Date     Condition        Report By
 LC0006  HISTORY     - 1934     MONUMENTED       CGS
 LC0006
 LC0006                          STATION DESCRIPTION
 LC0006
 LC0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0006'5.6 MI N FROM SAUNEMIN.
 LC0006'5.6 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE WABASH RAILWAY
 LC0006'STATION AT SAUNEMIN, LIVINGSTON COUNTY, 42 FEET SOUTH OF THE
 LC0006'CENTER OF THE INTERSECTION OF A CROSS ROAD, 38 FEET WEST OF THE
 LC0006'CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A RIGHT-OF-WAY FENCE,
 LC0006'AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  A STANDARD DISK,
 LC0006'STAMPED G 21 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0413 ***********************************************************************
 KB0413  DESIGNATION -  G 210 RESET 1960
 KB0413  PID         -  KB0413
 KB0413  STATE/COUNTY-  IL/CUMBERLAND
 KB0413  USGS QUAD   -  GREENUP (1985)
 KB0413
 KB0413                         *CURRENT SURVEY CONTROL
 KB0413  ___________________________________________________________________
 KB0413* NAD 83(1986)-  39 12 44.     (N)    088 14 10.     (W)     SCALED    
 KB0413* NAVD 88     -       176.306  (meters)     578.43   (feet)  ADJUSTED  
 KB0413  ___________________________________________________________________
 KB0413  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0413  DYNAMIC HT  -         176.202 (meters)     578.09  (feet)  COMP
 KB0413  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 KB0413
 KB0413  VERT ORDER  -  SECOND    CLASS 0
 KB0413
 KB0413.The horizontal coordinates were scaled from a topographic map and have
 KB0413.an estimated accuracy of +/- 6 seconds.
 KB0413
 KB0413.The orthometric height was determined by differential leveling
 KB0413.and adjusted by the National Geodetic Survey in June 1991..
 KB0413
 KB0413.The geoid height was determined by GEOID03.
 KB0413
 KB0413.The dynamic height is computed by dividing the NAVD 88
 KB0413.geopotential number by the normal gravity value computed on the
 KB0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0413.degrees latitude (g = 980.6199 gals.).
 KB0413
 KB0413.The modeled gravity was interpolated from observed gravity values.
 KB0413
 KB0413;                    North         East    Units  Estimated Accuracy
 KB0413;SPC IL E     -   282,540.      308,400.      MT  (+/- 180 meters Scaled)
 KB0413
 KB0413                          SUPERSEDED SURVEY CONTROL
 KB0413
 KB0413  NGVD 29 (??/??/92)  176.370  (m)          578.64   (f) ADJ UNCH    2 0
 KB0413
 KB0413.Superseded values are not recommended for survey control.
 KB0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0413.See file dsdata.txt to determine how the superseded data were derived.
 KB0413
 KB0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ932410(NAD 83)
 KB0413_MARKER: DB = BENCH MARK DISK
 KB0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0413_SP_SET: CULVERT
 KB0413_STAMPING: G 210 1959 RESET 1960
 KB0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0413+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KB0413
 KB0413  HISTORY     - Date     Condition        Report By
 KB0413  HISTORY     - 1960     MONUMENTED       CGS
 KB0413  HISTORY     - 20050215 GOOD             ILDT
 KB0413
 KB0413                          STATION DESCRIPTION
 KB0413
 KB0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0413'1.4 MI NE FROM JEWETT.
 KB0413'ABOUT 1.05 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0413'WITH JEWETT ROAD IN THE NORTH PART OF JEWETT, THENCE 0.15 MILE
 KB0413'SOUTH ACROSS THE HIGHWAY AND RAILROAD RIGHT-OF-WAY TO THE
 KB0413'RAILROAD TRACK, ABOUT 0.25 MILE NORTHEAST OF A NORTH-SOUTH ROAD
 KB0413'CROSSING, SET IN THE TOP OF THE SOUTHEAST END OF THE WINGWALL AT
 KB0413'THE WEST CORNER OF A 6-FOOT CONCRETE CULVERT UNDER THE RAILROAD
 KB0413'AND NUMBERED 122-49, 22 FEET NORTH-NORTHWEST OF THE
 KB0413'NORTH-NORTHWEST RAIL OF THE WEST-BOUND TRACK, ABOUT 9 FEET BELOW
 KB0413'THE LEVEL OF THE TRACK.
 KB0413
 KB0413                          STATION RECOVERY (2005)
 KB0413
 KB0413'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1405 ***********************************************************************
 KA1405  DESIGNATION -  G 211
 KA1405  PID         -  KA1405
 KA1405  STATE/COUNTY-  IL/CLARK
 KA1405  USGS QUAD   -  CLARK CENTER (1984)
 KA1405
 KA1405                         *CURRENT SURVEY CONTROL
 KA1405  ___________________________________________________________________
 KA1405* NAD 83(1986)-  39 21 03.     (N)    087 48 56.     (W)     SCALED    
 KA1405* NAVD 88     -       193.236  (meters)     633.98   (feet)  ADJUSTED  
 KA1405  ___________________________________________________________________
 KA1405  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KA1405  DYNAMIC HT  -         193.125 (meters)     633.61  (feet)  COMP
 KA1405  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 KA1405
 KA1405  VERT ORDER  -  SECOND    CLASS 0
 KA1405
 KA1405.The horizontal coordinates were scaled from a topographic map and have
 KA1405.an estimated accuracy of +/- 6 seconds.
 KA1405
 KA1405.The orthometric height was determined by differential leveling
 KA1405.and adjusted by the National Geodetic Survey in June 1991..
 KA1405
 KA1405.The geoid height was determined by GEOID03.
 KA1405
 KA1405.The dynamic height is computed by dividing the NAVD 88
 KA1405.geopotential number by the normal gravity value computed on the
 KA1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1405.degrees latitude (g = 980.6199 gals.).
 KA1405
 KA1405.The modeled gravity was interpolated from observed gravity values.
 KA1405
 KA1405;                    North         East    Units  Estimated Accuracy
 KA1405;SPC IL E     -   298,050.      344,630.      MT  (+/- 180 meters Scaled)
 KA1405
 KA1405                          SUPERSEDED SURVEY CONTROL
 KA1405
 KA1405  NGVD 29 (??/??/92)  193.310  (m)          634.22   (f) ADJ UNCH    2 0
 KA1405
 KA1405.Superseded values are not recommended for survey control.
 KA1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1405.See file dsdata.txt to determine how the superseded data were derived.
 KA1405
 KA1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ297560(NAD 83)
 KA1405_MARKER: DB = BENCH MARK DISK
 KA1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1405_STAMPING: G 211 1959
 KA1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1405+STABILITY: SURFACE MOTION
 KA1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1405+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2005
 KA1405
 KA1405  HISTORY     - Date     Condition        Report By
 KA1405  HISTORY     - 1959     MONUMENTED       CGS
 KA1405  HISTORY     - 20050207 GOOD             ILDT
 KA1405
 KA1405                          STATION DESCRIPTION
 KA1405
 KA1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1405'3.6 MI NE FROM MARTINSVILLE.
 KA1405'3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1405'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.1 MILE
 KA1405'SOUTH ALONG A PRIVATE FARM ROAD, 10 FEET EAST OF THE CENTER LINE
 KA1405'OF THE ROAD, 214 FEET NORTH OF A TELEPHONE POLE, 171 FEET
 KA1405'NORTH-NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 1 1/2 FEET
 KA1405'WEST OF A FENCE, 258 FEET SOUTH OF A FENCE CORNER, 2.2 FEET NORTH
 KA1405'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 KA1405'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA1405
 KA1405                          STATION RECOVERY (2005)
 KA1405
 KA1405'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0956 ***********************************************************************
 JB0956  DESIGNATION -  G 212
 JB0956  PID         -  JB0956
 JB0956  STATE/COUNTY-  IL/BOND
 JB0956  USGS QUAD   -  MULBERRY GROVE (1980)
 JB0956
 JB0956                         *CURRENT SURVEY CONTROL
 JB0956  ___________________________________________________________________
 JB0956* NAD 83(1986)-  38 53 55.     (N)    089 17 36.     (W)     SCALED    
 JB0956* NAVD 88     -       169.783  (meters)     557.03   (feet)  ADJUSTED  
 JB0956  ___________________________________________________________________
 JB0956  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JB0956  DYNAMIC HT  -         169.678 (meters)     556.69  (feet)  COMP
 JB0956  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 JB0956
 JB0956  VERT ORDER  -  SECOND    CLASS 0
 JB0956
 JB0956.The horizontal coordinates were scaled from a topographic map and have
 JB0956.an estimated accuracy of +/- 6 seconds.
 JB0956
 JB0956.The orthometric height was determined by differential leveling
 JB0956.and adjusted by the National Geodetic Survey in June 1991..
 JB0956
 JB0956.The geoid height was determined by GEOID03.
 JB0956
 JB0956.The dynamic height is computed by dividing the NAVD 88
 JB0956.geopotential number by the normal gravity value computed on the
 JB0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0956.degrees latitude (g = 980.6199 gals.).
 JB0956
 JB0956.The modeled gravity was interpolated from observed gravity values.
 JB0956
 JB0956;                    North         East    Units  Estimated Accuracy
 JB0956;SPC IL W     -   248,080.      775,760.      MT  (+/- 180 meters Scaled)
 JB0956
 JB0956                          SUPERSEDED SURVEY CONTROL
 JB0956
 JB0956  NGVD 29 (??/??/92)  169.908  (m)          557.44   (f) ADJ UNCH    2 0
 JB0956
 JB0956.Superseded values are not recommended for survey control.
 JB0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0956.See file dsdata.txt to determine how the superseded data were derived.
 JB0956
 JB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ011080(NAD 83)
 JB0956_MARKER: DB = BENCH MARK DISK
 JB0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0956_STAMPING: G 212 1960
 JB0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0956+STABILITY: SURFACE MOTION
 JB0956
 JB0956  HISTORY     - Date     Condition        Report By
 JB0956  HISTORY     - 1960     MONUMENTED       CGS
 JB0956
 JB0956                          STATION DESCRIPTION
 JB0956
 JB0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0956'5.1 MI SW FROM MULBERRY GROVE.
 JB0956'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0956'WITH SOUTH MAPLE STREET IN MULBERRY GROVE, THENCE 0.8 MILE SOUTH
 JB0956'ALONG AN ASPHALT ROAD, THENCE 1.25 MILE EAST ALONG AN OILED ROAD,
 JB0956'THENCE 0.25 MILE NORTH ALONG AN OILED ROAD, ABOUT 0.1 MILE SOUTH
 JB0956'OF A FARM HOUSE, 15 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JB0956'1 FOOT WEST OF A FENCE, 10 FEET NORTH OF A FENCE CORNER, 2.2 FEET
 JB0956'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF
 JB0956'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JB0956'INCHES.  NOTE-- THE MARK MAY BE REACHED FROM SMITHBORO, BOND
 JB0956'COUNTY, BY GOING EAST FOR 2.55 MILES ALONG AN OILED ROAD FROM THE
 JB0956'POST OFFICE, THENCE 0.25 MILE NORTH ALONG AN OILED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1405 ***********************************************************************
 JB1405  DESIGNATION -  G 213
 JB1405  PID         -  JB1405
 JB1405  STATE/COUNTY-  IL/MADISON
 JB1405  USGS QUAD   -  POCAHONTAS (1974)
 JB1405
 JB1405                         *CURRENT SURVEY CONTROL
 JB1405  ___________________________________________________________________
 JB1405* NAD 83(1986)-  38 45 39.     (N)    089 35 52.     (W)     SCALED    
 JB1405* NAVD 88     -       161.511  (meters)     529.89   (feet)  ADJUSTED  
 JB1405  ___________________________________________________________________
 JB1405  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JB1405  DYNAMIC HT  -         161.410 (meters)     529.56  (feet)  COMP
 JB1405  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JB1405
 JB1405  VERT ORDER  -  SECOND    CLASS 0
 JB1405
 JB1405.The horizontal coordinates were scaled from a topographic map and have
 JB1405.an estimated accuracy of +/- 6 seconds.
 JB1405
 JB1405.The orthometric height was determined by differential leveling
 JB1405.and adjusted by the National Geodetic Survey in June 1991..
 JB1405
 JB1405.The geoid height was determined by GEOID03.
 JB1405
 JB1405.The dynamic height is computed by dividing the NAVD 88
 JB1405.geopotential number by the normal gravity value computed on the
 JB1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1405.degrees latitude (g = 980.6199 gals.).
 JB1405
 JB1405.The modeled gravity was interpolated from observed gravity values.
 JB1405
 JB1405;                    North         East    Units  Estimated Accuracy
 JB1405;SPC IL W     -   232,570.      749,440.      MT  (+/- 180 meters Scaled)
 JB1405
 JB1405                          SUPERSEDED SURVEY CONTROL
 JB1405
 JB1405  NGVD 29 (??/??/92)  161.632  (m)          530.29   (f) ADJ UNCH    2 0
 JB1405
 JB1405.Superseded values are not recommended for survey control.
 JB1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1405.See file dsdata.txt to determine how the superseded data were derived.
 JB1405
 JB1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH742934(NAD 83)
 JB1405_MARKER: DB = BENCH MARK DISK
 JB1405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1405_SP_SET: CULVERT
 JB1405_STAMPING: G 213 1960
 JB1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1405
 JB1405  HISTORY     - Date     Condition        Report By
 JB1405  HISTORY     - 1960     MONUMENTED       CGS
 JB1405
 JB1405                          STATION DESCRIPTION
 JB1405
 JB1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1405'6.6 MI SW FROM POCAHONTAS.
 JB1405'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB1405'JUNCTION WITH MAIN STREET IN POCAHONTAS, THENCE 2.9 MILES SOUTH
 JB1405'ALONG AN OILED ROAD, ABOUT 0.2 MILE NORTH OF AN EAST-WEST CROSS
 JB1405'ROAD, ABOUT 0.35 MILE SOUTH OF THE JUNCTION OF AN OILED ROAD
 JB1405'EAST, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 JB1405'6-FOOT CONCRETE BOX CULVERT, 10 FEET WEST OF THE CENTER LINE OF
 JB1405'THE ROAD, 9 FEET NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT
 JB1405'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0739 ***********************************************************************
 JB0739  DESIGNATION -  G 214
 JB0739  PID         -  JB0739
 JB0739  STATE/COUNTY-  IL/FAYETTE
 JB0739  USGS QUAD   -  EDGEWOOD (1985)
 JB0739
 JB0739                         *CURRENT SURVEY CONTROL
 JB0739  ___________________________________________________________________
 JB0739* NAD 83(1986)-  38 52 51.     (N)    088 44 26.     (W)     SCALED    
 JB0739* NAVD 88     -       175.991  (meters)     577.40   (feet)  ADJUSTED  
 JB0739  ___________________________________________________________________
 JB0739  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JB0739  DYNAMIC HT  -         175.882 (meters)     577.04  (feet)  COMP
 JB0739  MODELED GRAV-     980,004.8   (mgal)                       NAVD 88
 JB0739
 JB0739  VERT ORDER  -  SECOND    CLASS 0
 JB0739
 JB0739.The horizontal coordinates were scaled from a topographic map and have
 JB0739.an estimated accuracy of +/- 6 seconds.
 JB0739
 JB0739.The orthometric height was determined by differential leveling
 JB0739.and adjusted by the National Geodetic Survey in June 1991..
 JB0739
 JB0739.The geoid height was determined by GEOID03.
 JB0739
 JB0739.The dynamic height is computed by dividing the NAVD 88
 JB0739.geopotential number by the normal gravity value computed on the
 JB0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0739.degrees latitude (g = 980.6199 gals.).
 JB0739
 JB0739.The modeled gravity was interpolated from observed gravity values.
 JB0739
 JB0739;                    North         East    Units  Estimated Accuracy
 JB0739;SPC IL E     -   245,830.      264,670.      MT  (+/- 180 meters Scaled)
 JB0739
 JB0739                          SUPERSEDED SURVEY CONTROL
 JB0739
 JB0739  NGVD 29 (??/??/92)  176.092  (m)          577.73   (f) ADJ UNCH    2 0
 JB0739
 JB0739.Superseded values are not recommended for survey control.
 JB0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0739.See file dsdata.txt to determine how the superseded data were derived.
 JB0739
 JB0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ490049(NAD 83)
 JB0739_MARKER: DB = BENCH MARK DISK
 JB0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0739_STAMPING: G 214 1960
 JB0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0739+STABILITY: SURFACE MOTION
 JB0739
 JB0739  HISTORY     - Date     Condition        Report By
 JB0739  HISTORY     - 1960     MONUMENTED       CGS
 JB0739
 JB0739                          STATION DESCRIPTION
 JB0739
 JB0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0739'2 MI W FROM LA CLEDE.
 JB0739'ABOUT 0.35 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE
 JB0739'AT LA CLEDE, THENCE 0.4 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JB0739'1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE SOUTH ALONG
 JB0739'A DIRT ROAD, AT THE JUNCTION OF FIELD ROAD WEST AND EAST, 20 FEET
 JB0739'EAST OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTH OF THE CENTER
 JB0739'LINE OF THE FIELD ROAD, 2 FEET WEST OF A FENCE, 6 FEET
 JB0739'SOUTH-SOUTHWEST OF A FENCE CORNER, 8 FEET SOUTHEAST OF THE SOUTH
 JB0739'END OF A CORRUGATED PIPE CULVERT, 1.6 FEET WEST OF A METAL
 JB0739'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 JB0739'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0641 ***********************************************************************
 JB0641  DESIGNATION -  G 215
 JB0641  PID         -  JB0641
 JB0641  STATE/COUNTY-  IL/MARION
 JB0641  USGS QUAD   -  SALEM SOUTH (1978)
 JB0641
 JB0641                         *CURRENT SURVEY CONTROL
 JB0641  ___________________________________________________________________
 JB0641* NAD 83(1986)-  38 34 35.     (N)    088 57 36.     (W)     SCALED    
 JB0641* NAVD 88     -       151.004  (meters)     495.42   (feet)  ADJUSTED  
 JB0641  ___________________________________________________________________
 JB0641  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JB0641  DYNAMIC HT  -         150.907 (meters)     495.10  (feet)  COMP
 JB0641  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB0641
 JB0641  VERT ORDER  -  SECOND    CLASS 0
 JB0641
 JB0641.The horizontal coordinates were scaled from a topographic map and have
 JB0641.an estimated accuracy of +/- 6 seconds.
 JB0641
 JB0641.The orthometric height was determined by differential leveling
 JB0641.and adjusted by the National Geodetic Survey in June 1991..
 JB0641
 JB0641.The geoid height was determined by GEOID03.
 JB0641
 JB0641.The dynamic height is computed by dividing the NAVD 88
 JB0641.geopotential number by the normal gravity value computed on the
 JB0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0641.degrees latitude (g = 980.6199 gals.).
 JB0641
 JB0641.The modeled gravity was interpolated from observed gravity values.
 JB0641
 JB0641;                    North         East    Units  Estimated Accuracy
 JB0641;SPC IL E     -   212,140.      245,390.      MT  (+/- 180 meters Scaled)
 JB0641
 JB0641                          SUPERSEDED SURVEY CONTROL
 JB0641
 JB0641  NGVD 29 (??/??/92)  151.113  (m)          495.78   (f) ADJ UNCH    2 0
 JB0641
 JB0641.Superseded values are not recommended for survey control.
 JB0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0641.See file dsdata.txt to determine how the superseded data were derived.
 JB0641
 JB0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH292715(NAD 83)
 JB0641_MARKER: DB = BENCH MARK DISK
 JB0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0641_SP_SET: CULVERT
 JB0641_STAMPING: G 215 1960
 JB0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0641
 JB0641  HISTORY     - Date     Condition        Report By
 JB0641  HISTORY     - 1960     MONUMENTED       CGS
 JB0641
 JB0641                          STATION DESCRIPTION
 JB0641
 JB0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0641'4.6 MI S FROM SALEM.
 JB0641'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0641'IN SALEM, THENCE 0.7 MILE WEST ALONG AN OILED ROAD, THENCE 0.4
 JB0641'MILE WEST ALONG A GRAVEL ROAD, SET IN THE TOP OF THE EAST END
 JB0641'OF THE SOUTH HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT, 9 FEET
 JB0641'SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET WEST OF THE EAST END
 JB0641'OF THE HEADWALL, 65 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 JB0641'SOUTH TO A FARM HOUSE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JB0641'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1555 ***********************************************************************
 JB1555  DESIGNATION -  G 216 RESET 1984
 JB1555  PID         -  JB1555
 JB1555  STATE/COUNTY-  IL/JEFFERSON
 JB1555  USGS QUAD   -  INA (1975)
 JB1555
 JB1555                         *CURRENT SURVEY CONTROL
 JB1555  ___________________________________________________________________
 JB1555* NAD 83(1986)-  38 14 48.     (N)    088 54 01.     (W)     SCALED    
 JB1555* NAVD 88     -       130.23   (meters)     427.3    (feet)  RESET     
 JB1555  ___________________________________________________________________
 JB1555  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1555
 JB1555  VERT ORDER  -  THIRD
 JB1555
 JB1555.The horizontal coordinates were scaled from a topographic map and have
 JB1555.an estimated accuracy of +/- 6 seconds.
 JB1555
 JB1555.The orthometric height was computed from unverified reset data.
 JB1555.No vertical observational check was made to the station.
 JB1555
 JB1555.The geoid height was determined by GEOID03.
 JB1555
 JB1555;                    North         East    Units  Estimated Accuracy
 JB1555;SPC IL E     -   175,510.      250,370.      MT  (+/- 180 meters Scaled)
 JB1555
 JB1555                          SUPERSEDED SURVEY CONTROL
 JB1555
 JB1555  NGVD 29 (03/28/06)  130.34   (m)          427.6    (f) RESET       3  
 JB1555
 JB1555.Superseded values are not recommended for survey control.
 JB1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1555.See file dsdata.txt to determine how the superseded data were derived.
 JB1555
 JB1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH337348(NAD 83)
 JB1555_MARKER: DB = BENCH MARK DISK
 JB1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1555_STAMPING: G 216 RESET 1984
 JB1555_PROJECTION: PROJECTING 5 CENTIMETERS
 JB1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1555+STABILITY: SURFACE MOTION
 JB1555
 JB1555  HISTORY     - Date     Condition        Report By
 JB1555  HISTORY     - 1984     MONUMENTED       NGS
 JB1555
 JB1555                          STATION DESCRIPTION
 JB1555
 JB1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JB1555'8.3 KM (5.1 MI) SOUTH FROM MT VERNON.
 JB1555'8.3 KM (5.1 MI) SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 JB1555'FROM THE STATION IN MT VERNON, ABOUT 150 YARDS SOUTH OF A RAILROAD
 JB1555'BRIDGE AND HIGHWAY BRIDGE, 15.1 METERS (49.5 FEET) EAST OF THE
 JB1555'CENTERLINE OF STATE HIGHWAY 37, 8.9 METERS (29.4 FEET) WEST OF THE
 JB1555'WEST RAIL OF RAILROAD TRACK, 3.2 METERS (10.5 FEET) SOUTH OF A
 JB1555'FARM CROSSING OVER TRACKS, 2.4 METERS (8.0 FEET) NORTH-NORTHWEST
 JB1555'OF A UTILITY POLE, AND IN BETWEEN STATE HIGHWAY AND RAILROAD
 JB1555'RIGHT-OF-WAY.
 JB1555'THE MARK IS 1.5 FT  W FROM A WITNESS POST.
 JB1555'THE MARK IS 1.5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0946 ***********************************************************************
 HB0946  DESIGNATION -  G 217
 HB0946  PID         -  HB0946
 HB0946  STATE/COUNTY-  IL/PULASKI
 HB0946  USGS QUAD   -  DONGOLA (1996)
 HB0946
 HB0946                         *CURRENT SURVEY CONTROL
 HB0946  ___________________________________________________________________
 HB0946* NAD 83(1986)-  37 17 32.     (N)    089 09 50.     (W)     SCALED    
 HB0946* NAVD 88     -       103.368  (meters)     339.13   (feet)  ADJUSTED  
 HB0946  ___________________________________________________________________
 HB0946  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 HB0946  DYNAMIC HT  -         103.294 (meters)     338.89  (feet)  COMP
 HB0946  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 HB0946
 HB0946  VERT ORDER  -  SECOND    CLASS 0
 HB0946
 HB0946.The horizontal coordinates were scaled from a topographic map and have
 HB0946.an estimated accuracy of +/- 6 seconds.
 HB0946
 HB0946.The orthometric height was determined by differential leveling
 HB0946.and adjusted by the National Geodetic Survey in June 1991..
 HB0946
 HB0946.The geoid height was determined by GEOID03.
 HB0946
 HB0946.The dynamic height is computed by dividing the NAVD 88
 HB0946.geopotential number by the normal gravity value computed on the
 HB0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0946.degrees latitude (g = 980.6199 gals.).
 HB0946
 HB0946.The modeled gravity was interpolated from observed gravity values.
 HB0946
 HB0946;                    North         East    Units  Estimated Accuracy
 HB0946;SPC IL W     -    69,890.      788,910.      MT  (+/- 180 meters Scaled)
 HB0946
 HB0946                          SUPERSEDED SURVEY CONTROL
 HB0946
 HB0946  NGVD 29 (??/??/??)  103.324  (m)          338.99   (f) ADJUSTED    2 0
 HB0946
 HB0946.Superseded values are not recommended for survey control.
 HB0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0946.See file dsdata.txt to determine how the superseded data were derived.
 HB0946
 HB0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG081294(NAD 83)
 HB0946_MARKER: DB = BENCH MARK DISK
 HB0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0946_STAMPING: G 217 1960
 HB0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0946+STABILITY: SURFACE MOTION
 HB0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0946+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HB0946
 HB0946  HISTORY     - Date     Condition        Report By
 HB0946  HISTORY     - 1960     MONUMENTED       CGS
 HB0946  HISTORY     - 1978     GOOD             ILDT
 HB0946  HISTORY     - 1978     GOOD             ILDT
 HB0946  HISTORY     - 1978     GOOD             ILDT
 HB0946  HISTORY     - 20020827 GOOD             USACE
 HB0946
 HB0946                          STATION DESCRIPTION
 HB0946
 HB0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0946'2 MI NE FROM ULLIN.
 HB0946'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION
 HB0946'WITH FIRST NORTH STREET IN ULLIN, THENCE 0.25 MILE SOUTHEAST
 HB0946'ALONG A GRAVEL ROAD, THENCE 0.7 MILE NORTHEAST ALONG A GRAVEL
 HB0946'ROAD, AT A JUNCTION OF A DRIVE SOUTH TO A FARM HOUSE, 16 FEET
 HB0946'NORTH OF THE CENTER LINE OF THE ROAD, 113 FEET WEST-NORTHWEST
 HB0946'OF THE JUNCTION, 1 FOOT SOUTH OF A FENCE, 16 FEET WEST OF THE WEST
 HB0946'GATE POST, 68 FEET NORTHWEST AND ACROSS THE ROAD FROM A FENCE
 HB0946'CORNER, 1.7 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 HB0946'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HB0946'INCHES.
 HB0946
 HB0946                          STATION RECOVERY (1978)
 HB0946
 HB0946'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0946'RECOVERED IN GOOD CONDITION.
 HB0946
 HB0946                          STATION RECOVERY (1978)
 HB0946
 HB0946'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0946'RECOVERED IN GOOD CONDITION.
 HB0946
 HB0946                          STATION RECOVERY (1978)
 HB0946
 HB0946'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0946'RECOVERED IN GOOD CONDITION.
 HB0946
 HB0946                          STATION RECOVERY (2002)
 HB0946
 HB0946'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0946'MARK IS 40.5 FT WEST OF POWERPOLE NUMBER UWHT 230 WITH STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1421 ***********************************************************************
 JB1421  DESIGNATION -  G 218
 JB1421  PID         -  JB1421
 JB1421  STATE/COUNTY-  IL/MADISON
 JB1421  USGS QUAD   -  WORDEN (1991)
 JB1421
 JB1421                         *CURRENT SURVEY CONTROL
 JB1421  ___________________________________________________________________
 JB1421* NAD 83(1986)-  38 57 29.     (N)    089 48 04.     (W)     SCALED    
 JB1421* NAVD 88     -       179.922  (meters)     590.29   (feet)  ADJUSTED  
 JB1421  ___________________________________________________________________
 JB1421  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JB1421  DYNAMIC HT  -         179.816 (meters)     589.95  (feet)  COMP
 JB1421  MODELED GRAV-     980,034.8   (mgal)                       NAVD 88
 JB1421
 JB1421  VERT ORDER  -  SECOND    CLASS 0
 JB1421
 JB1421.The horizontal coordinates were scaled from a topographic map and have
 JB1421.an estimated accuracy of +/- 6 seconds.
 JB1421
 JB1421.The orthometric height was determined by differential leveling
 JB1421.and adjusted by the National Geodetic Survey in June 1991..
 JB1421
 JB1421.The geoid height was determined by GEOID03.
 JB1421
 JB1421.The dynamic height is computed by dividing the NAVD 88
 JB1421.geopotential number by the normal gravity value computed on the
 JB1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1421.degrees latitude (g = 980.6199 gals.).
 JB1421
 JB1421.The modeled gravity was interpolated from observed gravity values.
 JB1421
 JB1421;                    North         East    Units  Estimated Accuracy
 JB1421;SPC IL W     -   254,380.      731,680.      MT  (+/- 180 meters Scaled)
 JB1421
 JB1421                          SUPERSEDED SURVEY CONTROL
 JB1421
 JB1421  NGVD 29 (??/??/92)  180.043  (m)          590.69   (f) ADJ UNCH    2 0
 JB1421
 JB1421.Superseded values are not recommended for survey control.
 JB1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1421.See file dsdata.txt to determine how the superseded data were derived.
 JB1421
 JB1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ572158(NAD 83)
 JB1421_MARKER: DB = BENCH MARK DISK
 JB1421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1421_SP_SET: CULVERT
 JB1421_STAMPING: G 218 1960
 JB1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1421
 JB1421  HISTORY     - Date     Condition        Report By
 JB1421  HISTORY     - 1960     MONUMENTED       CGS
 JB1421  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1421
 JB1421                          STATION DESCRIPTION
 JB1421
 JB1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1421'3.6 MI NE FROM WORDEN.
 JB1421'ABOUT 2.0 MILES EAST ALONG WORDEN ROAD FROM THE WORDEN PUBLIC
 JB1421'HIGHSCHOOL IN WORDEN, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY
 JB1421'4, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF LIVINGSTON ROAD, AT
 JB1421'A DRIVE WEST TO A FARM HOUSE, SET IN THE TOP OF THE NORTH END
 JB1421'OF THE WEST HEADWALL OF A SIX FOOT CONCRETE BOX CULVERT, 15
 JB1421'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET SOUTH OF
 JB1421'THE CENTER LINE OF A DRIVE WEST, AND ABOUT LEVEL WITH THE
 JB1421'HIGHWAY.
 JB1421
 JB1421                          STATION RECOVERY (1987)
 JB1421
 JB1421'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1066 ***********************************************************************
 KB1066  DESIGNATION -  G 219
 KB1066  PID         -  KB1066
 KB1066  STATE/COUNTY-  IL/SANGAMON
 KB1066  USGS QUAD   -  CHATHAM (1976)
 KB1066
 KB1066                         *CURRENT SURVEY CONTROL
 KB1066  ___________________________________________________________________
 KB1066* NAD 83(1986)-  39 43 13.     (N)    089 40 19.     (W)     SCALED    
 KB1066* NAVD 88     -       175.888  (meters)     577.06   (feet)  ADJUSTED  
 KB1066  ___________________________________________________________________
 KB1066  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KB1066  DYNAMIC HT  -         175.791 (meters)     576.74  (feet)  COMP
 KB1066  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 KB1066
 KB1066  VERT ORDER  -  SECOND    CLASS 0
 KB1066
 KB1066.The horizontal coordinates were scaled from a topographic map and have
 KB1066.an estimated accuracy of +/- 6 seconds.
 KB1066
 KB1066.The orthometric height was determined by differential leveling
 KB1066.and adjusted by the National Geodetic Survey in June 1991..
 KB1066
 KB1066.The geoid height was determined by GEOID03.
 KB1066
 KB1066.The dynamic height is computed by dividing the NAVD 88
 KB1066.geopotential number by the normal gravity value computed on the
 KB1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1066.degrees latitude (g = 980.6199 gals.).
 KB1066
 KB1066.The modeled gravity was interpolated from observed gravity values.
 KB1066
 KB1066;                    North         East    Units  Estimated Accuracy
 KB1066;SPC IL W     -   339,050.      742,420.      MT  (+/- 180 meters Scaled)
 KB1066
 KB1066                          SUPERSEDED SURVEY CONTROL
 KB1066
 KB1066  NGVD 29 (??/??/92)  176.002  (m)          577.43   (f) ADJ UNCH    2 0
 KB1066
 KB1066.Superseded values are not recommended for survey control.
 KB1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1066.See file dsdata.txt to determine how the superseded data were derived.
 KB1066
 KB1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK709001(NAD 83)
 KB1066_MARKER: DB = BENCH MARK DISK
 KB1066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB1066_SP_SET: CULVERT
 KB1066_STAMPING: G 219 1960
 KB1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1066
 KB1066  HISTORY     - Date     Condition        Report By
 KB1066  HISTORY     - 1960     MONUMENTED       CGS
 KB1066  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB1066
 KB1066                          STATION DESCRIPTION
 KB1066
 KB1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1066'3 MI SW FROM SPRINGFIELD.
 KB1066'2.0 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND
 KB1066'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 1.0
 KB1066'MILE WEST ALONG AN OILED ROAD, THENCE 0.15 MILES SOUTH ALONG AN
 KB1066'OILED ROAD, THENCE 0.25 MILES WEST ALONG AN OILED ROAD, THENCE
 KB1066'0.4 MILES SOUTH ALONG AN OILED ROAD, THENCE 0.3 MILES WEST ALONG
 KB1066'AN OILED ROAD, AT THE JUNCTION OF A DRIVE SOUTH TO A FARM HOUSE,
 KB1066'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 6 FOOT
 KB1066'CONCRETE BOX CULVERT, 15 FEET SOUTH OF THE CENTER LINE OF THE
 KB1066'ROAD, 30 FEET WEST OF THE CENTER LINE OF THE DRIVE, AND ABOUT 1
 KB1066'FOOT ABOVE THE LEVEL OF THE ROAD.
 KB1066
 KB1066                          STATION RECOVERY (1976)
 KB1066
 KB1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0194 ***********************************************************************
 LC0194  DESIGNATION -  G 22
 LC0194  PID         -  LC0194
 LC0194  STATE/COUNTY-  IL/FORD
 LC0194  USGS QUAD   -  GIBSON CITY WEST (1982)
 LC0194
 LC0194                         *CURRENT SURVEY CONTROL
 LC0194  ___________________________________________________________________
 LC0194* NAD 83(1986)-  40 26 33.     (N)    088 22 58.     (W)     SCALED    
 LC0194* NAVD 88     -       224.150  (meters)     735.40   (feet)  ADJUSTED  
 LC0194  ___________________________________________________________________
 LC0194  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0194  DYNAMIC HT  -         224.044 (meters)     735.05  (feet)  COMP
 LC0194  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 LC0194
 LC0194  VERT ORDER  -  SECOND    CLASS 0
 LC0194
 LC0194.The horizontal coordinates were scaled from a topographic map and have
 LC0194.an estimated accuracy of +/- 6 seconds.
 LC0194
 LC0194.The orthometric height was determined by differential leveling
 LC0194.and adjusted by the National Geodetic Survey in June 1991..
 LC0194
 LC0194.The geoid height was determined by GEOID03.
 LC0194
 LC0194.The dynamic height is computed by dividing the NAVD 88
 LC0194.geopotential number by the normal gravity value computed on the
 LC0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0194.degrees latitude (g = 980.6199 gals.).
 LC0194
 LC0194.The modeled gravity was interpolated from observed gravity values.
 LC0194
 LC0194;                    North         East    Units  Estimated Accuracy
 LC0194;SPC IL E     -   419,140.      295,810.      MT  (+/- 180 meters Scaled)
 LC0194
 LC0194                          SUPERSEDED SURVEY CONTROL
 LC0194
 LC0194  NGVD 29 (??/??/92)  224.203  (m)          735.57   (f) ADJ UNCH    2 0
 LC0194
 LC0194.Superseded values are not recommended for survey control.
 LC0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0194.See file dsdata.txt to determine how the superseded data were derived.
 LC0194
 LC0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK827777(NAD 83)
 LC0194_MARKER: DB = BENCH MARK DISK
 LC0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0194_STAMPING: G 22 1934
 LC0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0194+STABILITY: SURFACE MOTION
 LC0194
 LC0194  HISTORY     - Date     Condition        Report By
 LC0194  HISTORY     - 1934     MONUMENTED       CGS
 LC0194  HISTORY     - 1973     GOOD             NGS
 LC0194  HISTORY     - 1979     MARK NOT FOUND   USGS
 LC0194
 LC0194                          STATION DESCRIPTION
 LC0194
 LC0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0194'1.6 MI SW FROM GIBSON CITY.
 LC0194'1.6 MILES SOUTHWEST ALONG THE WABASH RAILWAY FROM THE STATION
 LC0194'AT GIBSON CITY, FORD COUNTY, 37 POLES SOUTH OF MILEPOST 114, AT
 LC0194'A PUBLIC-ROAD CROSSING, 27 FEET NORTHEAST OF THE CENTERLINE
 LC0194'OF THE ROAD, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 LC0194'8 FEET WEST OF A FENCE CORNER, 7 FEET SOUTHWEST OF A POLE, AND
 LC0194'ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 22 1934
 LC0194'AND SET IN THE TOP OF A CONCRETE POST.
 LC0194
 LC0194                          STATION RECOVERY (1973)
 LC0194
 LC0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0194'RECOVERED IN GOOD CONDITION.
 LC0194
 LC0194                          STATION RECOVERY (1979)
 LC0194
 LC0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LC0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1082 ***********************************************************************
 LC1082  DESIGNATION -  G 220
 LC1082  PID         -  LC1082
 LC1082  STATE/COUNTY-  IL/LOGAN
 LC1082  USGS QUAD   -  LINCOLN EAST (1980)
 LC1082
 LC1082                         *CURRENT SURVEY CONTROL
 LC1082  ___________________________________________________________________
 LC1082* NAD 83(1986)-  40 11 15.     (N)    089 18 05.     (W)     SCALED    
 LC1082* NAVD 88     -       184.748  (meters)     606.13   (feet)  ADJUSTED  
 LC1082  ___________________________________________________________________
 LC1082  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1082  DYNAMIC HT  -         184.653 (meters)     605.82  (feet)  COMP
 LC1082  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 LC1082
 LC1082  VERT ORDER  -  SECOND    CLASS 0
 LC1082
 LC1082.The horizontal coordinates were scaled from a topographic map and have
 LC1082.an estimated accuracy of +/- 6 seconds.
 LC1082
 LC1082.The orthometric height was determined by differential leveling
 LC1082.and adjusted by the National Geodetic Survey in June 1991..
 LC1082
 LC1082.The geoid height was determined by GEOID03.
 LC1082
 LC1082.The dynamic height is computed by dividing the NAVD 88
 LC1082.geopotential number by the normal gravity value computed on the
 LC1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1082.degrees latitude (g = 980.6199 gals.).
 LC1082
 LC1082.The modeled gravity was interpolated from observed gravity values.
 LC1082
 LC1082;                    North         East    Units  Estimated Accuracy
 LC1082;SPC IL W     -   391,170.      773,680.      MT  (+/- 180 meters Scaled)
 LC1082
 LC1082                          SUPERSEDED SURVEY CONTROL
 LC1082
 LC1082  NGVD 29 (??/??/92)  184.826  (m)          606.38   (f) ADJ UNCH    2 0
 LC1082
 LC1082.Superseded values are not recommended for survey control.
 LC1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1082.See file dsdata.txt to determine how the superseded data were derived.
 LC1082
 LC1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK040511(NAD 83)
 LC1082_MARKER: DB = BENCH MARK DISK
 LC1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1082_STAMPING: G 220 1960
 LC1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1082+STABILITY: SURFACE MOTION
 LC1082
 LC1082  HISTORY     - Date     Condition        Report By
 LC1082  HISTORY     - 1960     MONUMENTED       CGS
 LC1082
 LC1082                          STATION DESCRIPTION
 LC1082
 LC1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1082'6 MI NE FROM LINCOLN.
 LC1082'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1082'OFFICE IN LINCOLN, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 10,
 LC1082'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.5 MILE EAST
 LC1082'ALONG A GRAVEL ROAD, THENCE NORTH 0.6 MILE ALONG A GRAVEL ROAD,
 LC1082'AT A FARM HOUSE ON THE EAST SIDE OF ROAD, 19 FEET EAST OF THE
 LC1082'CENTER LINE OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE
 LC1082'FARM DRIVE, 0.5 FEET WEST OF THE FENCE, 2 FEET SOUTH OF THE FENCE
 LC1082'CORNER, 1.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT
 LC1082'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LC1082'WITH THE GROUND.  NOTE-- THIS MARK MAY BE REACHED BY GOING FROM
 LC1082'THE JUNCTION OF U.S. HIGHWAY 66 AND BUSINESS ROUTE 66 IN THE NORTH
 LC1082'PART OF LINCOLN, 3 MILES NORTHEAST ALONG U.S. HIGHWAY 66 THENCE
 LC1082'0.9 MILE SOUTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0531 ***********************************************************************
 NH0531  DESIGNATION -  G 221
 NH0531  PID         -  NH0531
 NH0531  STATE/COUNTY-  IL/WINNEBAGO
 NH0531  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0531
 NH0531                         *CURRENT SURVEY CONTROL
 NH0531  ___________________________________________________________________
 NH0531* NAD 83(1986)-  42 26 19.     (N)    089 03 34.     (W)     SCALED    
 NH0531* NAVD 88     -       226.565  (meters)     743.32   (feet)  ADJUSTED  
 NH0531  ___________________________________________________________________
 NH0531  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH0531  DYNAMIC HT  -         226.495 (meters)     743.09  (feet)  COMP
 NH0531  MODELED GRAV-     980,305.7   (mgal)                       NAVD 88
 NH0531
 NH0531  VERT ORDER  -  FIRST     CLASS II
 NH0531
 NH0531.The horizontal coordinates were scaled from a topographic map and have
 NH0531.an estimated accuracy of +/- 6 seconds.
 NH0531
 NH0531.The orthometric height was determined by differential leveling
 NH0531.and adjusted by the National Geodetic Survey in June 1991..
 NH0531
 NH0531.The geoid height was determined by GEOID03.
 NH0531
 NH0531.The dynamic height is computed by dividing the NAVD 88
 NH0531.geopotential number by the normal gravity value computed on the
 NH0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0531.degrees latitude (g = 980.6199 gals.).
 NH0531
 NH0531.The modeled gravity was interpolated from observed gravity values.
 NH0531
 NH0531;                    North         East    Units  Estimated Accuracy
 NH0531;SPC IL W     -   641,390.      791,100.      MT  (+/- 180 meters Scaled)
 NH0531
 NH0531                          SUPERSEDED SURVEY CONTROL
 NH0531
 NH0531  NGVD 29 (??/??/92)  226.628  (m)          743.53   (f) ADJ UNCH    1 2
 NH0531
 NH0531.Superseded values are not recommended for survey control.
 NH0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0531.See file dsdata.txt to determine how the superseded data were derived.
 NH0531
 NH0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN306005(NAD 83)
 NH0531_MARKER: DB = BENCH MARK DISK
 NH0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0531_STAMPING: G 221 1960
 NH0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0531+STABILITY: SURFACE MOTION
 NH0531
 NH0531  HISTORY     - Date     Condition        Report By
 NH0531  HISTORY     - 1960     MONUMENTED       CGS
 NH0531  HISTORY     - 19970530 GOOD             USPSQD
 NH0531
 NH0531                          STATION DESCRIPTION
 NH0531
 NH0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0531'1.7 MI SE FROM ROCKTON.
 NH0531'ABOUT 1.7 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0531'AND PACIFIC RAILROAD FROM THE STATION AT ROCKTON, 0.3 MILE
 NH0531'NORTHWEST OF MILEPOLE 2, IN S-30, R-2 E, T-46 N, 0.8 MILE
 NH0531'SOUTH-SOUTHEAST OF THE SOUTH END OF RAILROAD BRIDGE OVER ROCK
 NH0531'RIVER, 85 YARDS SOUTH OF A SMALL BRIDGE UNDER THE TRACK, 78 YARDS
 NH0531'SOUTH OF A CULVERT UNDER A GRAVEL ROAD, 48 FEET WEST-SOUTHWEST
 NH0531'OF THE WEST-SOUTHWEST RAIL, AT A POINT WHERE A GRAVEL ROAD TURNS
 NH0531'SOUTH AND AWAY FROM THE TRACK, 35 1/2 FEET EAST OF THE CENTER
 NH0531'LINE OF GRAVEL ROAD AND ON THE OUTSIDE OF A CURVE IN ROAD, 10
 NH0531'FEET EAST OF POWER LINE POLE NO. J 46-2-30 0/46, 60 FEET
 NH0531'NORTH-NORTHWEST OF FENCE CORNER OF SHORT EAST-WEST FENCE IN THE
 NH0531'RIGHT-OF-WAY FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF GRAVEL ROAD,
 NH0531'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP
 NH0531'OF A CONCRETE POST PROJECTING 2 INCHES.
 NH0531
 NH0531                          STATION RECOVERY (1997)
 NH0531
 NH0531'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0559 ***********************************************************************
 NH0559  DESIGNATION -  G 222
 NH0559  PID         -  NH0559
 NH0559  STATE/COUNTY-  IL/WINNEBAGO
 NH0559  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0559
 NH0559                         *CURRENT SURVEY CONTROL
 NH0559  ___________________________________________________________________
 NH0559* NAD 83(1986)-  42 21 00.     (N)    089 02 57.     (W)     SCALED    
 NH0559* NAVD 88     -       224.109  (meters)     735.26   (feet)  ADJUSTED  
 NH0559  ___________________________________________________________________
 NH0559  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NH0559  DYNAMIC HT  -         224.038 (meters)     735.03  (feet)  COMP
 NH0559  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 NH0559
 NH0559  VERT ORDER  -  FIRST     CLASS II
 NH0559
 NH0559.The horizontal coordinates were scaled from a topographic map and have
 NH0559.an estimated accuracy of +/- 6 seconds.
 NH0559
 NH0559.The orthometric height was determined by differential leveling
 NH0559.and adjusted by the National Geodetic Survey in June 1991..
 NH0559
 NH0559.The geoid height was determined by GEOID03.
 NH0559
 NH0559.The dynamic height is computed by dividing the NAVD 88
 NH0559.geopotential number by the normal gravity value computed on the
 NH0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0559.degrees latitude (g = 980.6199 gals.).
 NH0559
 NH0559.The modeled gravity was interpolated from observed gravity values.
 NH0559
 NH0559;                    North         East    Units  Estimated Accuracy
 NH0559;SPC IL W     -   631,560.      792,070.      MT  (+/- 180 meters Scaled)
 NH0559
 NH0559                          SUPERSEDED SURVEY CONTROL
 NH0559
 NH0559  NGVD 29 (??/??/92)  224.167  (m)          735.45   (f) ADJ UNCH    1 2
 NH0559
 NH0559.Superseded values are not recommended for survey control.
 NH0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0559.See file dsdata.txt to determine how the superseded data were derived.
 NH0559
 NH0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM312906(NAD 83)
 NH0559_MARKER: DB = BENCH MARK DISK
 NH0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0559_STAMPING: G 222 1960
 NH0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0559+STABILITY: SURFACE MOTION
 NH0559
 NH0559  HISTORY     - Date     Condition        Report By
 NH0559  HISTORY     - 1960     MONUMENTED       CGS
 NH0559  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0559
 NH0559                          STATION DESCRIPTION
 NH0559
 NH0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0559'2.4 MI N FROM LOVES PARK.
 NH0559'ABOUT 2.45 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE INTERSECTION
 NH0559'OF RIVERSIDE BOULEVARD AT LOVES PARK, IN S-30, R-2E, T-45N, 112
 NH0559'FEET SOUTH OF THE CENTER LINE OF DRIVE LEADING TO MACHESNEY
 NH0559'AIRFIELD, 208 FEET WEST OF THE CENTER LINE OF HIGHWAY 51, 172 1/2
 NH0559'FEET SOUTH OF THE SOUTHEAST CORNER OF ROUND-ROOFED HANGAR
 NH0559'BUILDING, 187 1/2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF SAME
 NH0559'BUILDING, 35 FEET SOUTH OF THE SOUTHEAST CORNER OF A GULF
 NH0559'GASOLINE PUMP, 2.3 FEET WEST OF A WIRE FENCE, 3 1/2 FEET SOUTHWEST
 NH0559'OF A STEEL WITNESS POST, ABOUT LEVEL WITH AIRFIELD GROUND, AND
 NH0559'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NH0559
 NH0559                          STATION RECOVERY (1987)
 NH0559
 NH0559'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0637 ***********************************************************************
 NH0637  DESIGNATION -  G 223
 NH0637  PID         -  NH0637
 NH0637  STATE/COUNTY-  IL/OGLE
 NH0637  USGS QUAD   -  KINGS (1993)
 NH0637
 NH0637                         *CURRENT SURVEY CONTROL
 NH0637  ___________________________________________________________________
 NH0637* NAD 83(1986)-  42 02 00.     (N)    089 05 45.     (W)     SCALED    
 NH0637* NAVD 88     -       269.911  (meters)     885.53   (feet)  ADJUSTED  
 NH0637  ___________________________________________________________________
 NH0637  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NH0637  DYNAMIC HT  -         269.820 (meters)     885.23  (feet)  COMP
 NH0637  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 NH0637
 NH0637  VERT ORDER  -  FIRST     CLASS I
 NH0637
 NH0637.The horizontal coordinates were scaled from a topographic map and have
 NH0637.an estimated accuracy of +/- 6 seconds.
 NH0637
 NH0637.The orthometric height was determined by differential leveling
 NH0637.and adjusted by the National Geodetic Survey in June 1991..
 NH0637
 NH0637.The geoid height was determined by GEOID03.
 NH0637
 NH0637.The dynamic height is computed by dividing the NAVD 88
 NH0637.geopotential number by the normal gravity value computed on the
 NH0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0637.degrees latitude (g = 980.6199 gals.).
 NH0637
 NH0637.The modeled gravity was interpolated from observed gravity values.
 NH0637
 NH0637;                    North         East    Units  Estimated Accuracy
 NH0637;SPC IL W     -   596,340.      788,670.      MT  (+/- 180 meters Scaled)
 NH0637
 NH0637                          SUPERSEDED SURVEY CONTROL
 NH0637
 NH0637  NGVD 29 (??/??/92)  269.942  (m)          885.63   (f) ADJ UNCH    1 1
 NH0637
 NH0637.Superseded values are not recommended for survey control.
 NH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0637.See file dsdata.txt to determine how the superseded data were derived.
 NH0637
 NH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM265556(NAD 83)
 NH0637_MARKER: DB = BENCH MARK DISK
 NH0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0637_STAMPING: G 223 1960
 NH0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0637+STABILITY: SURFACE MOTION
 NH0637
 NH0637  HISTORY     - Date     Condition        Report By
 NH0637  HISTORY     - 1960     MONUMENTED       CGS
 NH0637  HISTORY     - 1969     GOOD             NGS
 NH0637  HISTORY     - 19960514 MARK NOT FOUND   USPSQD
 NH0637  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0637  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0637
 NH0637                          STATION DESCRIPTION
 NH0637
 NH0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0637'2 MI N FROM KINGS.
 NH0637'ABOUT 2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0637'RAILROAD FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, OR ABOUT
 NH0637'2.05 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0637'RAILROAD FROM THE STATION AT HOLCOMB, ON THE OUTSIDE OF A CURVE
 NH0637'IN THE TRACK, 0.15 MILE SOUTH OF THE CROSSING OF THE RAILROAD
 NH0637'AND A PAVED ROAD, 14 1/2 RAILS NORTHEAST OF MILEPOST 7, 125 YARDS
 NH0637'NORTHEAST OF CONCRETE CULVERT NUMBER 7.03, 48 FEET SOUTHEAST
 NH0637'OF THE SOUTHEAST RAIL, 128 FEET EAST AND ACROSS THE TRACK FROM
 NH0637'A 26-INCH PLUM TREE, 13 FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2
 NH0637'FEET NORTHWEST OF A FENCE, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 NH0637'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NH0637'4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 15, T41N, R1E.
 NH0637
 NH0637                          STATION RECOVERY (1996)
 NH0637
 NH0637'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0637'MARK NOT FOUND.
 NH0637
 NH0637                          STATION RECOVERY (2001)
 NH0637
 NH0637'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0637'MARK NOT FOUND.
 NH0637
 NH0637                          STATION RECOVERY (2004)
 NH0637
 NH0637'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0567 ***********************************************************************
 MF0567  DESIGNATION -  G 224
 MF0567  PID         -  MF0567
 MF0567  STATE/COUNTY-  IL/LEE
 MF0567  USGS QUAD   -  STEWARD (1993)
 MF0567
 MF0567                         *CURRENT SURVEY CONTROL
 MF0567  ___________________________________________________________________
 MF0567* NAD 83(1986)-  41 49 06.     (N)    089 01 43.     (W)     SCALED    
 MF0567* NAVD 88     -       242.949  (meters)     797.08   (feet)  ADJUSTED  
 MF0567  ___________________________________________________________________
 MF0567  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0567  DYNAMIC HT  -         242.861 (meters)     796.79  (feet)  COMP
 MF0567  MODELED GRAV-     980,252.7   (mgal)                       NAVD 88
 MF0567
 MF0567  VERT ORDER  -  FIRST     CLASS I
 MF0567
 MF0567.The horizontal coordinates were scaled from a topographic map and have
 MF0567.an estimated accuracy of +/- 6 seconds.
 MF0567
 MF0567.The orthometric height was determined by differential leveling
 MF0567.and adjusted by the National Geodetic Survey in June 1991..
 MF0567
 MF0567.The geoid height was determined by GEOID03.
 MF0567
 MF0567.The dynamic height is computed by dividing the NAVD 88
 MF0567.geopotential number by the normal gravity value computed on the
 MF0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0567.degrees latitude (g = 980.6199 gals.).
 MF0567
 MF0567.The modeled gravity was interpolated from observed gravity values.
 MF0567
 MF0567;                    North         East    Units  Estimated Accuracy
 MF0567;SPC IL W     -   572,530.      794,550.      MT  (+/- 180 meters Scaled)
 MF0567
 MF0567                          SUPERSEDED SURVEY CONTROL
 MF0567
 MF0567  NGVD 29 (??/??/92)  243.004  (m)          797.26   (f) ADJ UNCH    1 1
 MF0567
 MF0567.Superseded values are not recommended for survey control.
 MF0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0567.See file dsdata.txt to determine how the superseded data were derived.
 MF0567
 MF0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM315315(NAD 83)
 MF0567_MARKER: DB = BENCH MARK DISK
 MF0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0567_STAMPING: G 224 1960
 MF0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0567+STABILITY: SURFACE MOTION
 MF0567
 MF0567  HISTORY     - Date     Condition        Report By
 MF0567  HISTORY     - 1960     MONUMENTED       CGS
 MF0567  HISTORY     - 1969     GOOD             NGS
 MF0567  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0567  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0567  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF0567
 MF0567                          STATION DESCRIPTION
 MF0567
 MF0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0567'7.8 MI S FROM ROCHELLE.
 MF0567'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON, AND
 MF0567'QUINCY RAILROAD FROM THE STATION AT ROCHELLE, THENCE 2.25 MILES
 MF0567'SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0567'RAILROAD, 0.15 MILE SOUTH OF RAILROAD BRIDGE NUMBER V9, 46 FEET
 MF0567'WEST OF THE WEST RAIL, 78 1/2 FEET NORTHWEST OF THE CENTER OF THE
 MF0567'CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 69 FEET NORTH OF
 MF0567'THE CENTER LINE OF THE ROAD, 4 1/2 FEET SOUTHWEST OF A TELEPHONE
 MF0567'POLE, 1 1/2 FEET EAST OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL
 MF0567'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MF0567'2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 29, T39N, R2E.
 MF0567
 MF0567                          STATION RECOVERY (1995)
 MF0567
 MF0567'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0567'MARK NOT FOUND.
 MF0567
 MF0567                          STATION RECOVERY (2002)
 MF0567
 MF0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0567'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0567
 MF0567                          STATION RECOVERY (2003)
 MF0567
 MF0567'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0675 ***********************************************************************
 MF0675  DESIGNATION -  G 225
 MF0675  PID         -  MF0675
 MF0675  STATE/COUNTY-  IL/LA SALLE
 MF0675  USGS QUAD   -  TROY GROVE (1993)
 MF0675
 MF0675                         *CURRENT SURVEY CONTROL
 MF0675  ___________________________________________________________________
 MF0675* NAD 83(1997)-  41 29 54.75510(N)    089 07 06.77562(W)     ADJUSTED  
 MF0675* NAVD 88     -       211.453  (meters)     693.74   (feet)  ADJUSTED  
 MF0675  ___________________________________________________________________
 MF0675  X           -      73,598.602 (meters)                     COMP
 MF0675  Y           -  -4,783,652.794 (meters)                     COMP
 MF0675  Z           -   4,204,169.303 (meters)                     COMP
 MF0675  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MF0675  ELLIP HEIGHT-         178.44  (meters)          (02/03/05) GPS OBS
 MF0675  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0675  DYNAMIC HT  -         211.371 (meters)     693.47  (feet)  COMP
 MF0675  MODELED GRAV-     980,231.0   (mgal)                       NAVD 88
 MF0675
 MF0675  HORZ ORDER  -  FIRST
 MF0675  VERT ORDER  -  FIRST     CLASS I
 MF0675  ELLP ORDER  -  FOURTH    CLASS II
 MF0675
 MF0675.The horizontal coordinates were established by GPS observations
 MF0675.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0675
 MF0675.The orthometric height was determined by differential leveling
 MF0675.and adjusted by the National Geodetic Survey in June 1991..
 MF0675
 MF0675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0675
 MF0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0675
 MF0675.The ellipsoidal height was determined by GPS observations
 MF0675.and is referenced to NAD 83.
 MF0675
 MF0675.The geoid height was determined by GEOID03.
 MF0675
 MF0675.The dynamic height is computed by dividing the NAVD 88
 MF0675.geopotential number by the normal gravity value computed on the
 MF0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0675.degrees latitude (g = 980.6199 gals.).
 MF0675
 MF0675.The modeled gravity was interpolated from observed gravity values.
 MF0675
 MF0675;                    North         East     Units Scale Factor Converg.
 MF0675;SPC IL E     -   536,705.661   234,437.434   MT  1.00002788   -0 31 13.1
 MF0675;SPC IL E     - 1,760,841.82    769,150.15   sFT  1.00002788   -0 31 13.1
 MF0675;UTM  16      - 4,596,269.167   323,171.096   MT  0.99998481   -1 24 14.8
 MF0675
 MF0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0675!SPC IL E     -   0.99997201  x   1.00002788  =   0.99999989
 MF0675!UTM  16      -   0.99997201  x   0.99998481  =   0.99995682
 MF0675
 MF0675                          SUPERSEDED SURVEY CONTROL
 MF0675
 MF0675  ELLIP H (03/04/03)  178.45   (m)                       GP(       ) 4 2
 MF0675  NAVD 88 (03/04/03)  211.45   (m)          693.7    (f) LEVELING    3  
 MF0675  NGVD 29 (??/??/92)  211.500  (m)          693.90   (f) ADJ UNCH    1 1
 MF0675
 MF0675.Superseded values are not recommended for survey control.
 MF0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0675.See file dsdata.txt to determine how the superseded data were derived.
 MF0675
 MF0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2317196269(NAD 83)
 MF0675_MARKER: DB = BENCH MARK DISK
 MF0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0675_STAMPING: G 225 1960
 MF0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0675+STABILITY: SURFACE MOTION
 MF0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0675+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 MF0675
 MF0675  HISTORY     - Date     Condition        Report By
 MF0675  HISTORY     - 1960     MONUMENTED       CGS
 MF0675  HISTORY     - 1969     GOOD             NGS
 MF0675  HISTORY     - 19970711 GOOD             USPSQD
 MF0675  HISTORY     - 200205   GOOD             ASCPC
 MF0675  HISTORY     - 20020803 GOOD             USPSQD
 MF0675  HISTORY     - 20030616 GOOD             BCA
 MF0675
 MF0675                          STATION DESCRIPTION
 MF0675
 MF0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0675'3.6 MI S FROM MENDOTA.
 MF0675'ABOUT 3.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0675'THE RAILROAD STATION AT MENDOTA, 0.15 MILE NORTH OF MILEPOST 868,
 MF0675'296 1/2 FEET WEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 MF0675'A PAVED ROAD, 294 FEET WEST OF THE WEST RAIL, 22 FEET NORTH OF
 MF0675'THE CENTER LINE OF THE ROAD, 245 FEET WEST OF A CORNER FENCE POST,
 MF0675'7 1/2 FEET NORTH OF THE NORTH END OF AN 18-INCH CORRUGATED METAL
 MF0675'PIPE CULVERT,  2 FEET SOUTH OF A FENCE, ABOUT 1 FOOT BELOW THE
 MF0675'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MF0675'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 16, T35N,
 MF0675'R1E.
 MF0675
 MF0675                          STATION RECOVERY (1997)
 MF0675
 MF0675'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0675'RECOVERED IN GOOD CONDITION.
 MF0675
 MF0675                          STATION RECOVERY (2002)
 MF0675
 MF0675'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0675'RECOVERED AS DESCRIBED
 MF0675' 
 MF0675'
 MF0675
 MF0675                          STATION RECOVERY (2002)
 MF0675
 MF0675'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0675'RECOVERED IN GOOD CONDITION.
 MF0675
 MF0675                          STATION RECOVERY (2003)
 MF0675
 MF0675'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2003 (DGW)
 MF0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0097 ***********************************************************************
 NH0097  DESIGNATION -  G 226
 NH0097  PID         -  NH0097
 NH0097  STATE/COUNTY-  IL/MCHENRY
 NH0097  USGS QUAD   -  RICHMOND (1992)
 NH0097
 NH0097                         *CURRENT SURVEY CONTROL
 NH0097  ___________________________________________________________________
 NH0097* NAD 83(1986)-  42 28 16.     (N)    088 20 05.     (W)     SCALED    
 NH0097* NAVD 88     -       265.651  (meters)     871.56   (feet)  ADJUSTED  
 NH0097  ___________________________________________________________________
 NH0097  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 NH0097  DYNAMIC HT  -         265.566 (meters)     871.28  (feet)  COMP
 NH0097  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 NH0097
 NH0097  VERT ORDER  -  SECOND    CLASS 0
 NH0097
 NH0097.The horizontal coordinates were scaled from a topographic map and have
 NH0097.an estimated accuracy of +/- 6 seconds.
 NH0097
 NH0097.The orthometric height was determined by differential leveling
 NH0097.and adjusted by the National Geodetic Survey in June 1991..
 NH0097
 NH0097.The geoid height was determined by GEOID03.
 NH0097
 NH0097.The dynamic height is computed by dividing the NAVD 88
 NH0097.geopotential number by the normal gravity value computed on the
 NH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0097.degrees latitude (g = 980.6199 gals.).
 NH0097
 NH0097.The modeled gravity was interpolated from observed gravity values.
 NH0097
 NH0097;                    North         East    Units  Estimated Accuracy
 NH0097;SPC IL E     -   644,430.      299,890.      MT  (+/- 180 meters Scaled)
 NH0097
 NH0097                          SUPERSEDED SURVEY CONTROL
 NH0097
 NH0097  NGVD 29 (??/??/92)  265.722  (m)          871.79   (f) ADJ UNCH    2 0
 NH0097
 NH0097.Superseded values are not recommended for survey control.
 NH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0097.See file dsdata.txt to determine how the superseded data were derived.
 NH0097
 NH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN902029(NAD 83)
 NH0097_MARKER: DB = BENCH MARK DISK
 NH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0097_STAMPING: G 226 1960
 NH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0097+STABILITY: SURFACE MOTION
 NH0097
 NH0097  HISTORY     - Date     Condition        Report By
 NH0097  HISTORY     - 1960     MONUMENTED       CGS
 NH0097
 NH0097                          STATION DESCRIPTION
 NH0097
 NH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0097'1.8 MI NW FROM RICHMOND.
 NH0097'ABOUT 1.85 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0097'AND PACIFIC RAILROAD FROM THE CROSSING OF THE CHICAGO AND NORTH
 NH0097'WESTERN RAILWAY IN THE SOUTH PART OF RICHMOND, 0.15 MILE
 NH0097'NORTHWEST OF MILEPOLE 59, 0.55 MILE SOUTHEAST OF THE CROSSING
 NH0097'OF STATE HIGHWAY 173, AT THE CROSSING OF A GRAVEL ROAD, AT THE
 NH0097'NORTH CORNER OF THE STEEL POLE FENCE AROUND A SMALL POWER
 NH0097'SUB-STATION, 21 FEET NORTHEAST OF THE CENTER LINE OF ENTRANCE
 NH0097'ROAD TO SUB-STATION, 46 1/2 FEET NORTHEAST OF THE NORTHEAST
 NH0097'RAIL, 64 FEET SOUTHEAST OF THE CENTER LINE OF GRAVEL ROAD, 67
 NH0097'FEET EAST OF THE CENTER LINE OF CROSSING, 7 FEET WEST OF THE
 NH0097'NORTH CORNER OF SUB-STATION FENCE, 1 FOOT SOUTHWEST OF THE
 NH0097'EXTENDED LINE OF THE NORTHWEST-SOUTHEAST FENCE LINE, 2 FEET
 NH0097'SOUTHEAST OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 NH0097'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 NH0097'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0169 ***********************************************************************
 NH0169  DESIGNATION -  G 227
 NH0169  PID         -  NH0169
 NH0169  STATE/COUNTY-  IL/KANE
 NH0169  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0169
 NH0169                         *CURRENT SURVEY CONTROL
 NH0169  ___________________________________________________________________
 NH0169* NAD 83(1986)-  42 08 22.     (N)    088 16 37.     (W)     SCALED    
 NH0169* NAVD 88     -       223.816  (meters)     734.30   (feet)  ADJUSTED  
 NH0169  ___________________________________________________________________
 NH0169  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NH0169  DYNAMIC HT  -         223.739 (meters)     734.05  (feet)  COMP
 NH0169  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 NH0169
 NH0169  VERT ORDER  -  SECOND    CLASS 0
 NH0169
 NH0169.The horizontal coordinates were scaled from a topographic map and have
 NH0169.an estimated accuracy of +/- 6 seconds.
 NH0169
 NH0169.The orthometric height was determined by differential leveling
 NH0169.and adjusted by the National Geodetic Survey in June 1991..
 NH0169
 NH0169.The geoid height was determined by GEOID03.
 NH0169
 NH0169.The dynamic height is computed by dividing the NAVD 88
 NH0169.geopotential number by the normal gravity value computed on the
 NH0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0169.degrees latitude (g = 980.6199 gals.).
 NH0169
 NH0169.The modeled gravity was interpolated from observed gravity values.
 NH0169
 NH0169;                    North         East    Units  Estimated Accuracy
 NH0169;SPC IL E     -   607,590.      304,660.      MT  (+/- 180 meters Scaled)
 NH0169
 NH0169                          SUPERSEDED SURVEY CONTROL
 NH0169
 NH0169  NGVD 29 (??/??/92)  223.882  (m)          734.52   (f) ADJ UNCH    2 0
 NH0169
 NH0169.Superseded values are not recommended for survey control.
 NH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0169.See file dsdata.txt to determine how the superseded data were derived.
 NH0169
 NH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM944660(NAD 83)
 NH0169_MARKER: DB = BENCH MARK DISK
 NH0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0169_STAMPING: G 227 1960
 NH0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0169+STABILITY: SURFACE MOTION
 NH0169
 NH0169  HISTORY     - Date     Condition        Report By
 NH0169  HISTORY     - 1960     MONUMENTED       CGS
 NH0169  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NH0169  HISTORY     - 19980527 MARK NOT FOUND   USPSQD
 NH0169  HISTORY     - 20010110 MARK NOT FOUND   PATRIC
 NH0169
 NH0169                          STATION DESCRIPTION
 NH0169
 NH0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0169'2.4 MI N FROM CARPENTERSVILLE.
 NH0169'ABOUT 2.4 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0169'FROM THE STATION AT CARPENTERSVILLE, ABOUT 2.0 MILES SOUTHEAST
 NH0169'ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION
 NH0169'AT ALGONQUIN, MCHENRY  COUNTY, 0.25 MILE SOUTHEAST OF MILEPOLE
 NH0169'51, AT THE CROSSING OF A BLACK TOP ROAD, 87 FEET EAST-SOUTHEAST
 NH0169'OF THE CENTER LINE OF THE CROSSING, 32 FEET NORTHEAST OF THE
 NH0169'NORTHEAST RAIL, 47 FEET SOUTHEAST OF THE FIRST POWER LINE POLE
 NH0169'NORTH OF THE TRACK, 59 FEET SOUTH OF THE CENTER LINE OF A GRAVEL
 NH0169'ROAD LEADING EAST, 2 FEET NORTHWEST OF A STEEL WITNESS POST,
 NH0169'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 NH0169'OF A CONCRETE POST PROJECTING 3 INCHES.
 NH0169
 NH0169                          STATION RECOVERY (1988)
 NH0169
 NH0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJM)
 NH0169'MARK NOT FOUND.
 NH0169
 NH0169                          STATION RECOVERY (1998)
 NH0169
 NH0169'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0169'MARK NOT FOUND.
 NH0169
 NH0169                          STATION RECOVERY (2001)
 NH0169
 NH0169'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2001 (SL)
 NH0169'LIKELY DESTROYED DUE TO ROAD CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0453 ***********************************************************************
 NH0453  DESIGNATION -  G 228
 NH0453  PID         -  NH0453
 NH0453  STATE/COUNTY-  IL/WINNEBAGO
 NH0453  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0453
 NH0453                         *CURRENT SURVEY CONTROL
 NH0453  ___________________________________________________________________
 NH0453* NAD 83(1986)-  42 16 02.     (N)    089 07 08.     (W)     SCALED    
 NH0453* NAVD 88     -       224.397  (meters)     736.21   (feet)  ADJUSTED  
 NH0453  ___________________________________________________________________
 NH0453  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH0453  DYNAMIC HT  -         224.325 (meters)     735.97  (feet)  COMP
 NH0453  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 NH0453
 NH0453  VERT ORDER  -  FIRST     CLASS II
 NH0453
 NH0453.The horizontal coordinates were scaled from a topographic map and have
 NH0453.an estimated accuracy of +/- 6 seconds.
 NH0453
 NH0453.The orthometric height was determined by differential leveling
 NH0453.and adjusted by the National Geodetic Survey in June 1991..
 NH0453
 NH0453.The geoid height was determined by GEOID03.
 NH0453
 NH0453.The dynamic height is computed by dividing the NAVD 88
 NH0453.geopotential number by the normal gravity value computed on the
 NH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0453.degrees latitude (g = 980.6199 gals.).
 NH0453
 NH0453.The modeled gravity was interpolated from observed gravity values.
 NH0453
 NH0453;                    North         East    Units  Estimated Accuracy
 NH0453;SPC IL W     -   622,290.      786,440.      MT  (+/- 180 meters Scaled)
 NH0453
 NH0453                          SUPERSEDED SURVEY CONTROL
 NH0453
 NH0453  NGVD 29 (??/??/92)  224.454  (m)          736.40   (f) ADJ UNCH    1 2
 NH0453
 NH0453.Superseded values are not recommended for survey control.
 NH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0453.See file dsdata.txt to determine how the superseded data were derived.
 NH0453
 NH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM252816(NAD 83)
 NH0453_MARKER: DB = BENCH MARK DISK
 NH0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0453_SP_SET: BRIDGE
 NH0453_STAMPING: G 228 1960
 NH0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0453
 NH0453  HISTORY     - Date     Condition        Report By
 NH0453  HISTORY     - 1960     MONUMENTED       CGS
 NH0453  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0453
 NH0453                          STATION DESCRIPTION
 NH0453
 NH0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0453'1.3 MI W FROM ROCKFORD.
 NH0453'ABOUT 1.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0453'FROM THE OVERPASS OVER STATE HIGHWAY 2 (SOUTH MAIN STREET) AT
 NH0453'ROCKFORD, ABOUT 0.1 MILE EAST OF MILE POST 94, IN THE TOP OF THE
 NH0453'SOUTH END OF BRIDGE SEAT OF EAST ABUTMENT OF OVERPASS NO. 477 1/2
 NH0453'OVER A GRAVEL DRIVE LEADING NORTH TO A STEEL MILL, 5 FEET SOUTH
 NH0453'OF SOUTH RAIL, 9 FEET NORTH OF SOUTH END OF ABUTMENT, 1 FOOT
 NH0453'EAST OF WEST EDGE OF ABUTMENT AND 3 FEET BELOW LEVEL OF TRACK.
 NH0453
 NH0453                          STATION RECOVERY (1997)
 NH0453
 NH0453'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0857 ***********************************************************************
 LC0857  DESIGNATION -  G 229
 LC0857  PID         -  LC0857
 LC0857  STATE/COUNTY-  IL/WOODFORD
 LC0857  USGS QUAD   -  BENSON (1995)
 LC0857
 LC0857                         *CURRENT SURVEY CONTROL
 LC0857  ___________________________________________________________________
 LC0857* NAD 83(1986)-  40 47 17.     (N)    089 01 15.     (W)     SCALED    
 LC0857* NAVD 88     -       220.819  (meters)     724.47   (feet)  ADJUSTED  
 LC0857  ___________________________________________________________________
 LC0857  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LC0857  DYNAMIC HT  -         220.721 (meters)     724.15  (feet)  COMP
 LC0857  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 LC0857
 LC0857  VERT ORDER  -  FIRST     CLASS I
 LC0857
 LC0857.The horizontal coordinates were scaled from a topographic map and have
 LC0857.an estimated accuracy of +/- 6 seconds.
 LC0857
 LC0857.The orthometric height was determined by differential leveling
 LC0857.and adjusted by the National Geodetic Survey in June 1991..
 LC0857.WARNING-Repeat measurements at this control monument indicate possible
 LC0857.vertical movement.
 LC0857
 LC0857.The geoid height was determined by GEOID03.
 LC0857
 LC0857.The dynamic height is computed by dividing the NAVD 88
 LC0857.geopotential number by the normal gravity value computed on the
 LC0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0857.degrees latitude (g = 980.6199 gals.).
 LC0857
 LC0857.The modeled gravity was interpolated from observed gravity values.
 LC0857
 LC0857;                    North         East    Units  Estimated Accuracy
 LC0857;SPC IL W     -   458,120.      796,710.      MT  (+/- 180 meters Scaled)
 LC0857
 LC0857                          SUPERSEDED SURVEY CONTROL
 LC0857
 LC0857  NGVD 29 (??/??/92)  220.869  (m)          724.63   (f) ADJ UNCH    1 1
 LC0857
 LC0857.Superseded values are not recommended for survey control.
 LC0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0857.See file dsdata.txt to determine how the superseded data were derived.
 LC0857
 LC0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL294171(NAD 83)
 LC0857_MARKER: DB = BENCH MARK DISK
 LC0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0857_STAMPING: G 229 1960
 LC0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0857+STABILITY: SURFACE MOTION
 LC0857
 LC0857  HISTORY     - Date     Condition        Report By
 LC0857  HISTORY     - 1960     MONUMENTED       CGS
 LC0857  HISTORY     - 1969     GOOD             NGS
 LC0857  HISTORY     - 1978     MARK NOT FOUND   USGS
 LC0857  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0857
 LC0857                          STATION DESCRIPTION
 LC0857
 LC0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0857'3.4 MI N FROM EL PASO.
 LC0857'ABOUT 3.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0857'THE STATION AT EL PASO, 21 RAILS NORTH OF THE CENTER OF A CROSSING
 LC0857'OF THE RAILROAD AND A GRAVELED ROAD, 97 FEET EAST OF THE EAST RAIL,
 LC0857'122 FEET NORTHWEST OF THE CENTER LINE OF A CURVE IN THE GRAVELED
 LC0857'ROAD, 60 FEET NORTH OF THE SOUTH END OF A FENCE, 1 FOOT WEST OF A
 LC0857'FENCE, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 LC0857'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 LC0857'THE SURFACE OF THE GROUND.  SEC 20, T27N, R2E
 LC0857
 LC0857                          STATION RECOVERY (1978)
 LC0857
 LC0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LC0857'MARK NOT FOUND.
 LC0857
 LC0857                          STATION RECOVERY (1998)
 LC0857
 LC0857'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0638 ***********************************************************************
 KB0638  DESIGNATION -  G 23
 KB0638  PID         -  KB0638
 KB0638  STATE/COUNTY-  IL/PIATT
 KB0638  USGS QUAD   -  BEMENT (1983)
 KB0638
 KB0638                         *CURRENT SURVEY CONTROL
 KB0638  ___________________________________________________________________
 KB0638* NAD 83(1986)-  39 57 59.     (N)    088 34 44.     (W)     SCALED    
 KB0638* NAVD 88     -       219.295  (meters)     719.47   (feet)  ADJUSTED  
 KB0638  ___________________________________________________________________
 KB0638  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KB0638  DYNAMIC HT  -         219.182 (meters)     719.10  (feet)  COMP
 KB0638  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 KB0638
 KB0638  VERT ORDER  -  SECOND    CLASS 0
 KB0638
 KB0638.The horizontal coordinates were scaled from a topographic map and have
 KB0638.an estimated accuracy of +/- 6 seconds.
 KB0638
 KB0638.The orthometric height was determined by differential leveling
 KB0638.and adjusted by the National Geodetic Survey in June 1991..
 KB0638
 KB0638.The geoid height was determined by GEOID03.
 KB0638
 KB0638.The dynamic height is computed by dividing the NAVD 88
 KB0638.geopotential number by the normal gravity value computed on the
 KB0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0638.degrees latitude (g = 980.6199 gals.).
 KB0638
 KB0638.The modeled gravity was interpolated from observed gravity values.
 KB0638
 KB0638;                    North         East    Units  Estimated Accuracy
 KB0638;SPC IL E     -   366,300.      279,020.      MT  (+/- 180 meters Scaled)
 KB0638
 KB0638                          SUPERSEDED SURVEY CONTROL
 KB0638
 KB0638  NGVD 29 (??/??/92)  219.364  (m)          719.70   (f) ADJ UNCH    2 0
 KB0638
 KB0638.Superseded values are not recommended for survey control.
 KB0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0638.See file dsdata.txt to determine how the superseded data were derived.
 KB0638
 KB0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK651252(NAD 83)
 KB0638_MARKER: DB = BENCH MARK DISK
 KB0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0638_STAMPING: G 23 1934
 KB0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0638+STABILITY: SURFACE MOTION
 KB0638
 KB0638  HISTORY     - Date     Condition        Report By
 KB0638  HISTORY     - 1934     MONUMENTED       CGS
 KB0638  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 KB0638
 KB0638                          STATION DESCRIPTION
 KB0638
 KB0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0638'4.2 MI S FROM MONTICELLO.
 KB0638'4.2 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE ILLINOIS
 KB0638'CENTRAL RAILROAD UNDERPASS AT MONTICELLO, PIATT COUNTY, 8 POLES
 KB0638'NORTH OF MILEPOST 150, AT A ROAD CROSSING, 28 FEET NORTH OF THE
 KB0638'CENTERLINE OF THE ROAD, 23 FEET EAST OF THE CENTERLINE OF THE
 KB0638'EAST TRACK, 2 FEET NORTH AND 5 FEET WEST OF A RIGHT-OF-WAY
 KB0638'FENCE CORNER, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A
 KB0638'STANDARD DISK, STAMPED G 23 1934 AND SET IN THE TOP OF A CONCRETE
 KB0638'POST.
 KB0638
 KB0638                          STATION RECOVERY (1981)
 KB0638
 KB0638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KB0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0739 ***********************************************************************
 MF0739  DESIGNATION -  G 230
 MF0739  PID         -  MF0739
 MF0739  STATE/COUNTY-  IL/LA SALLE
 MF0739  USGS QUAD   -  WENONA (1996)
 MF0739
 MF0739                         *CURRENT SURVEY CONTROL
 MF0739  ___________________________________________________________________
 MF0739* NAD 83(1986)-  41 07 09.     (N)    089 03 26.     (W)     SCALED    
 MF0739* NAVD 88     -       214.043  (meters)     702.24   (feet)  ADJUSTED  
 MF0739  ___________________________________________________________________
 MF0739  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MF0739  DYNAMIC HT  -         213.953 (meters)     701.94  (feet)  COMP
 MF0739  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 MF0739
 MF0739  VERT ORDER  -  FIRST     CLASS I
 MF0739
 MF0739.The horizontal coordinates were scaled from a topographic map and have
 MF0739.an estimated accuracy of +/- 6 seconds.
 MF0739
 MF0739.The orthometric height was determined by differential leveling
 MF0739.and adjusted by the National Geodetic Survey in June 1991..
 MF0739.WARNING-Repeat measurements at this control monument indicate possible
 MF0739.vertical movement.
 MF0739
 MF0739.The geoid height was determined by GEOID03.
 MF0739
 MF0739.The dynamic height is computed by dividing the NAVD 88
 MF0739.geopotential number by the normal gravity value computed on the
 MF0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0739.degrees latitude (g = 980.6199 gals.).
 MF0739
 MF0739.The modeled gravity was interpolated from observed gravity values.
 MF0739
 MF0739;                    North         East    Units  Estimated Accuracy
 MF0739;SPC IL E     -   494,530.      239,210.      MT  (+/- 180 meters Scaled)
 MF0739
 MF0739                          SUPERSEDED SURVEY CONTROL
 MF0739
 MF0739  NGVD 29 (??/??/92)  214.095  (m)          702.41   (f) ADJ UNCH    1 1
 MF0739
 MF0739.Superseded values are not recommended for survey control.
 MF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0739.See file dsdata.txt to determine how the superseded data were derived.
 MF0739
 MF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL272540(NAD 83)
 MF0739_MARKER: DB = BENCH MARK DISK
 MF0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0739_SP_SET: CULVERT
 MF0739_STAMPING: G 230 1960
 MF0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0739
 MF0739  HISTORY     - Date     Condition        Report By
 MF0739  HISTORY     - 1960     MONUMENTED       CGS
 MF0739  HISTORY     - 1969     GOOD             NGS
 MF0739  HISTORY     - 19970728 MARK NOT FOUND   USPSQD
 MF0739  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF0739
 MF0739                          STATION DESCRIPTION
 MF0739
 MF0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0739'1.6 MI S FROM LOSTANT.
 MF0739'ABOUT 1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0739'THE STATION AT LOSTANT, 0.15 MILE NORTH OF MILEPOST 840, AT THE
 MF0739'CROSSING OF THE RAILROAD AND STATE HIGHWAY 18, 23 FEET WEST OF THE
 MF0739'WEST RAIL, 19 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MF0739'SET IN THE TOP AND 2 FEET WEST OF THE EAST END OF THE SOUTH CONCRETE
 MF0739'HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 79.5 FEET
 MF0739'EAST-NORTHEAST OF BENCH MARK M 236, AND ABOUT LEVEL WITH THE TRACK.
 MF0739'SEC 36, T31N, R1E
 MF0739
 MF0739                          STATION RECOVERY (1997)
 MF0739
 MF0739'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0739'MARK NOT FOUND.
 MF0739
 MF0739                          STATION RECOVERY (2002)
 MF0739
 MF0739'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1818 ***********************************************************************
 MF1818  DESIGNATION -  G 230 RESET
 MF1818  PID         -  MF1818
 MF1818  STATE/COUNTY-  IL/LA SALLE
 MF1818  USGS QUAD   -  WENONA (1996)
 MF1818
 MF1818                         *CURRENT SURVEY CONTROL
 MF1818  ___________________________________________________________________
 MF1818* NAD 83(1986)-  41 07 09.     (N)    089 03 26.     (W)     SCALED    
 MF1818* NAVD 88     -       212.79   (meters)     698.1    (feet)  RESET     
 MF1818  ___________________________________________________________________
 MF1818  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MF1818
 MF1818  VERT ORDER  -  THIRD
 MF1818
 MF1818.The horizontal coordinates were scaled from a topographic map and have
 MF1818.an estimated accuracy of +/- 6 seconds.
 MF1818
 MF1818.The orthometric height was computed from unverified reset data.
 MF1818.No vertical observational check was made to the station.
 MF1818
 MF1818.The geoid height was determined by GEOID03.
 MF1818
 MF1818;                    North         East    Units  Estimated Accuracy
 MF1818;SPC IL E     -   494,530.      239,210.      MT  (+/- 180 meters Scaled)
 MF1818
 MF1818                          SUPERSEDED SURVEY CONTROL
 MF1818
 MF1818  NGVD 29 (03/28/06)  212.85   (m)          698.3    (f) RESET       3  
 MF1818
 MF1818.Superseded values are not recommended for survey control.
 MF1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1818.See file dsdata.txt to determine how the superseded data were derived.
 MF1818
 MF1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL272540(NAD 83)
 MF1818_MARKER: DV = VERTICAL CONTROL DISK
 MF1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1818_SP_SET: CONCRETE POST
 MF1818_STAMPING: G 230 RESET 1991
 MF1818_MARK LOGO: NGS   
 MF1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1818+STABILITY: SURFACE MOTION
 MF1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1818+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MF1818
 MF1818  HISTORY     - Date     Condition        Report By
 MF1818  HISTORY     - 1991     MONUMENTED       NGS
 MF1818  HISTORY     - 19970728 GOOD             USPSQD
 MF1818  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF1818
 MF1818                          STATION DESCRIPTION
 MF1818
 MF1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MF1818'1.6 MILES SOUTH OF LOSTANT, ALONG THE ABANDONED ILLINOIS CENTRAL
 MF1818'RAILROAD AT THE CROSSING OF THE RAILROAD AND STATE ROUTE 18. TO REACH
 MF1818'FROM THE INTERSECTION OF U.S. ROUTE 51 AND ROUTE 18, PROCEED EAST ON
 MF1818'ROUTE 18 FOR O.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. 11.5 M
 MF1818'(37.7 FT) SOUTH OF THE CENTERLINE OF ROUTE 18 IN HIGHWAY RIGHT-OF-
 MF1818'WAY, 13.5 M (44.3 FT) EAST OF THE CENTERLINE OF A GRAVEL ROAD WHICH
 MF1818'WAS THE ROADBED OF THE ABANDONED RAILROAD, 17.5 M (57.4 FT) WEST OF A
 MF1818'HIGHWAY RIGHT-OF-WAY CONCRETE POST, AND 0.4 M (1.3 FT) NORTH OF A
 MF1818'FIBERGLASS WITNESS POST. THE MARK IS SET IN A ROUND, 26 CM, CONCRETE
 MF1818'POST WHICH IS FLUSH WITH THE GROUND.
 MF1818
 MF1818                          STATION RECOVERY (1997)
 MF1818
 MF1818'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1818'RECOVERED IN GOOD CONDITION.
 MF1818
 MF1818                          STATION RECOVERY (2002)
 MF1818
 MF1818'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0393 ***********************************************************************
 MF0393  DESIGNATION -  G 231
 MF0393  PID         -  MF0393
 MF0393  STATE/COUNTY-  IL/LA SALLE
 MF0393  USGS QUAD   -  OTTAWA (1994)
 MF0393
 MF0393                         *CURRENT SURVEY CONTROL
 MF0393  ___________________________________________________________________
 MF0393* NAD 83(1986)-  41 21 07.     (N)    088 50 10.     (W)     SCALED    
 MF0393* NAVD 88     -       147.863  (meters)     485.11   (feet)  ADJUSTED  
 MF0393  ___________________________________________________________________
 MF0393  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MF0393  DYNAMIC HT  -         147.806 (meters)     484.93  (feet)  COMP
 MF0393  MODELED GRAV-     980,235.0   (mgal)                       NAVD 88
 MF0393
 MF0393  VERT ORDER  -  FIRST     CLASS II
 MF0393
 MF0393.The horizontal coordinates were scaled from a topographic map and have
 MF0393.an estimated accuracy of +/- 6 seconds.
 MF0393
 MF0393.The orthometric height was determined by differential leveling
 MF0393.and adjusted by the National Geodetic Survey in June 1991..
 MF0393
 MF0393.The geoid height was determined by GEOID03.
 MF0393
 MF0393.The dynamic height is computed by dividing the NAVD 88
 MF0393.geopotential number by the normal gravity value computed on the
 MF0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0393.degrees latitude (g = 980.6199 gals.).
 MF0393
 MF0393.The modeled gravity was interpolated from observed gravity values.
 MF0393
 MF0393;                    North         East    Units  Estimated Accuracy
 MF0393;SPC IL E     -   520,250.      257,930.      MT  (+/- 180 meters Scaled)
 MF0393
 MF0393                          SUPERSEDED SURVEY CONTROL
 MF0393
 MF0393  NGVD 29 (??/??/92)  147.919  (m)          485.30   (f) ADJ UNCH    1 2
 MF0393
 MF0393.Superseded values are not recommended for survey control.
 MF0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0393.See file dsdata.txt to determine how the superseded data were derived.
 MF0393
 MF0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL464794(NAD 83)
 MF0393_MARKER: DB = BENCH MARK DISK
 MF0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0393_SP_SET: BUILDING
 MF0393_STAMPING: G 231 1960
 MF0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0393
 MF0393  HISTORY     - Date     Condition        Report By
 MF0393  HISTORY     - 1960     MONUMENTED       CGS
 MF0393  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MF0393
 MF0393                          STATION DESCRIPTION
 MF0393
 MF0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0393'AT OTTAWA.
 MF0393'AT OTTAWA, ABOUT 0.4 MILE NORTH ALONG LA SALLE STREET FROM THE
 MF0393'COURTHOUSE, THENCE ABOUT 0.35 MILE EAST ALONG E. SUPERIOR STREET,
 MF0393'AT THE INTERSECTION OF E. SUPERIOR STREET AND GUION STREET, 76
 MF0393'FEET SOUTH OF THE SOUTH CURB OF SUPERIOR STREET, 100 1/2 FEET
 MF0393'EAST CURB OF GUION STREET, SET VERTICALLY IN THE NORTH FACE OF RED
 MF0393'BRICK THREE-STORY COLUMBUS SCHOOL, 1.8 FEET EAST OF THE NORTHWEST
 MF0393'CORNER OF NORTH WING OF BUILDING, AND 1.8 FEET ABOVE THE LEVEL
 MF0393'OF CONCRETE WALK.
 MF0393
 MF0393                          STATION RECOVERY (1987)
 MF0393
 MF0393'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0834 ***********************************************************************
 MF0834  DESIGNATION -  G 232
 MF0834  PID         -  MF0834
 MF0834  STATE/COUNTY-  IL/LA SALLE
 MF0834  USGS QUAD   -  SPRING VALLEY (1979)
 MF0834
 MF0834                         *CURRENT SURVEY CONTROL
 MF0834  ___________________________________________________________________
 MF0834* NAD 83(1986)-  41 19 13.     (N)    089 08 12.     (W)     SCALED    
 MF0834* NAVD 88     -       143.939  (meters)     472.24   (feet)  ADJUSTED  
 MF0834  ___________________________________________________________________
 MF0834  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0834  DYNAMIC HT  -         143.881 (meters)     472.05  (feet)  COMP
 MF0834  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 MF0834
 MF0834  VERT ORDER  -  FIRST     CLASS II
 MF0834
 MF0834.The horizontal coordinates were scaled from a topographic map and have
 MF0834.an estimated accuracy of +/- 6 seconds.
 MF0834
 MF0834.The orthometric height was determined by differential leveling
 MF0834.and adjusted by the National Geodetic Survey in June 1991..
 MF0834
 MF0834.The geoid height was determined by GEOID03.
 MF0834
 MF0834.The dynamic height is computed by dividing the NAVD 88
 MF0834.geopotential number by the normal gravity value computed on the
 MF0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0834.degrees latitude (g = 980.6199 gals.).
 MF0834
 MF0834.The modeled gravity was interpolated from observed gravity values.
 MF0834
 MF0834;                    North         East    Units  Estimated Accuracy
 MF0834;SPC IL E     -   516,920.      232,740.      MT  (+/- 180 meters Scaled)
 MF0834
 MF0834                          SUPERSEDED SURVEY CONTROL
 MF0834
 MF0834  NGVD 29 (??/??/92)  144.016  (m)          472.49   (f) ADJ UNCH    1 2
 MF0834
 MF0834.Superseded values are not recommended for survey control.
 MF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0834.See file dsdata.txt to determine how the superseded data were derived.
 MF0834
 MF0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL211765(NAD 83)
 MF0834_MARKER: DB = BENCH MARK DISK
 MF0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0834_SP_SET: CULVERT
 MF0834_STAMPING: G 232 1960
 MF0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0834
 MF0834  HISTORY     - Date     Condition        Report By
 MF0834  HISTORY     - 1960     MONUMENTED       CGS
 MF0834  HISTORY     - 19970711 GOOD             USPSQD
 MF0834  HISTORY     - 20020803 GOOD             USPSQD
 MF0834
 MF0834                          STATION DESCRIPTION
 MF0834
 MF0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0834'0.8 MI W FROM PERU.
 MF0834'ABOUT 0.75 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0834'RAILROAD FROM THE POWER PLANT AT PERU, IN S-20, R-1E, T-33N, IN
 MF0834'SOUTHWEST PART OF PERU, 45 YARDS WEST OF MILEPOST 101, 120 YARDS
 MF0834'EAST OF CROSSING OF CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MF0834'10.5 FEET NORTH OF NORTH RAIL OF NORTH TRACK, IN THE TOP AND WEST
 MF0834'END OF THE NORTH CONCRETE HEAD WALL OF A 6-FOOT STONE CULVERT
 MF0834'UNDER RAILROAD TRACK, AND 1 FOOT BELOW TOP OF RAIL.
 MF0834
 MF0834                          STATION RECOVERY (1997)
 MF0834
 MF0834'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0834'RECOVERED IN GOOD CONDITION.
 MF0834
 MF0834                          STATION RECOVERY (2002)
 MF0834
 MF0834'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0759 ***********************************************************************
 MF0759  DESIGNATION -  G 233
 MF0759  PID         -  MF0759
 MF0759  STATE/COUNTY-  IL/MARSHALL
 MF0759  USGS QUAD   -  LACON (1972)
 MF0759
 MF0759                         *CURRENT SURVEY CONTROL
 MF0759  ___________________________________________________________________
 MF0759* NAD 83(1986)-  41 02 55.     (N)    089 25 50.     (W)     SCALED    
 MF0759* NAVD 88     -       144.472  (meters)     473.99   (feet)  ADJUSTED  
 MF0759  ___________________________________________________________________
 MF0759  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0759  DYNAMIC HT  -         144.411 (meters)     473.79  (feet)  COMP
 MF0759  MODELED GRAV-     980,193.5   (mgal)                       NAVD 88
 MF0759
 MF0759  VERT ORDER  -  FIRST     CLASS II
 MF0759
 MF0759.The horizontal coordinates were scaled from a topographic map and have
 MF0759.an estimated accuracy of +/- 6 seconds.
 MF0759
 MF0759.The orthometric height was determined by differential leveling
 MF0759.and adjusted by the National Geodetic Survey in June 1991..
 MF0759
 MF0759.The geoid height was determined by GEOID03.
 MF0759
 MF0759.The dynamic height is computed by dividing the NAVD 88
 MF0759.geopotential number by the normal gravity value computed on the
 MF0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0759.degrees latitude (g = 980.6199 gals.).
 MF0759
 MF0759.The modeled gravity was interpolated from observed gravity values.
 MF0759
 MF0759;                    North         East    Units  Estimated Accuracy
 MF0759;SPC IL W     -   486,690.      761,880.      MT  (+/- 180 meters Scaled)
 MF0759
 MF0759                          SUPERSEDED SURVEY CONTROL
 MF0759
 MF0759  NGVD 29 (??/??/92)  144.542  (m)          474.22   (f) ADJ UNCH    1 2
 MF0759
 MF0759.Superseded values are not recommended for survey control.
 MF0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0759.See file dsdata.txt to determine how the superseded data were derived.
 MF0759
 MF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL957470(NAD 83)
 MF0759_MARKER: DB = BENCH MARK DISK
 MF0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0759_SP_SET: CULVERT
 MF0759_STAMPING: G 233 1960
 MF0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0759
 MF0759  HISTORY     - Date     Condition        Report By
 MF0759  HISTORY     - 1960     MONUMENTED       CGS
 MF0759  HISTORY     - 19981108 GOOD             USPSQD
 MF0759
 MF0759                          STATION DESCRIPTION
 MF0759
 MF0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0759'1.6 MI N FROM SPARLAND.
 MF0759'ABOUT 1.55 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0759'RAILROAD FROM THE STATION AT SPARLAND, 0.15 MILE SOUTH OF MILE
 MF0759'POST 133, IN SECTION 2, R 9 E, T 12 N, ALONG STATE HIGHWAY 29,
 MF0759'ABOUT 50 YARDS WEST OF RAILROAD TRACK, IN THE TOP OF THE NORTH
 MF0759'END OF WEST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER
 MF0759'HIGHWAY 29 FOR A CREEK BRANCH, 38 FEET WEST OF CENTER LINE OF
 MF0759'HIGHWAY AND ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK.
 MF0759
 MF0759                          STATION RECOVERY (1998)
 MF0759
 MF0759'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1341 ***********************************************************************
 LC1341  DESIGNATION -  G 234
 LC1341  PID         -  LC1341
 LC1341  STATE/COUNTY-  IL/PEORIA
 LC1341  USGS QUAD   -  SPRING BAY (1996)
 LC1341
 LC1341                         *CURRENT SURVEY CONTROL
 LC1341  ___________________________________________________________________
 LC1341* NAD 83(1986)-  40 47 28.     (N)    089 34 38.     (W)     SCALED    
 LC1341* NAVD 88     -       140.179  (meters)     459.90   (feet)  ADJUSTED  
 LC1341  ___________________________________________________________________
 LC1341  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LC1341  DYNAMIC HT  -         140.115 (meters)     459.69  (feet)  COMP
 LC1341  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 LC1341
 LC1341  VERT ORDER  -  FIRST     CLASS II
 LC1341
 LC1341.The horizontal coordinates were scaled from a topographic map and have
 LC1341.an estimated accuracy of +/- 6 seconds.
 LC1341
 LC1341.The orthometric height was determined by differential leveling
 LC1341.and adjusted by the National Geodetic Survey in June 1991..
 LC1341
 LC1341.The geoid height was determined by GEOID03.
 LC1341
 LC1341.The dynamic height is computed by dividing the NAVD 88
 LC1341.geopotential number by the normal gravity value computed on the
 LC1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1341.degrees latitude (g = 980.6199 gals.).
 LC1341
 LC1341.The modeled gravity was interpolated from observed gravity values.
 LC1341
 LC1341;                    North         East    Units  Estimated Accuracy
 LC1341;SPC IL W     -   458,000.      749,750.      MT  (+/- 180 meters Scaled)
 LC1341
 LC1341                          SUPERSEDED SURVEY CONTROL
 LC1341
 LC1341  NGVD 29 (??/??/92)  140.265  (m)          460.19   (f) ADJ UNCH    1 2
 LC1341
 LC1341.Superseded values are not recommended for survey control.
 LC1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1341.See file dsdata.txt to determine how the superseded data were derived.
 LC1341
 LC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL825187(NAD 83)
 LC1341_MARKER: DB = BENCH MARK DISK
 LC1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1341_SP_SET: CULVERT
 LC1341_STAMPING: G 234 1960
 LC1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1341
 LC1341  HISTORY     - Date     Condition        Report By
 LC1341  HISTORY     - 1960     MONUMENTED       CGS
 LC1341  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC1341
 LC1341                          STATION DESCRIPTION
 LC1341
 LC1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1341'8.2 MI N FROM PEORIA.
 LC1341'ABOUT 8.25 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LC1341'RAILROAD FROM THE PASSENGER STATION AT PEORIA, 0.2 MILE NORTH
 LC1341'OF MILE POST 153, IN SECTION 3, R 8 E, T 9 N, ALONG STATE
 LC1341'HIGHWAY 29, ABOUT 0.15 MILE SOUTH OF JUNCTION OF DETWEILLER PARK
 LC1341'DRIVE LEADING WEST, IN THE TOP OF SOUTH END OF WEST HEAD WALL
 LC1341'OF A 6-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY 29, 22 1/2 FEET
 LC1341'WEST OF CENTER LINE OF SOUTH BOUND LANE OF HIGHWAY AND ABOUT
 LC1341'1 1/2 FEET BELOW LEVEL OF HIGHWAY.
 LC1341
 LC1341                          STATION RECOVERY (1999)
 LC1341
 LC1341'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1313 ***********************************************************************
 LC1313  DESIGNATION -  G 235
 LC1313  PID         -  LC1313
 LC1313  STATE/COUNTY-  IL/TAZEWELL
 LC1313  USGS QUAD   -  PEORIA EAST (1996)
 LC1313
 LC1313                         *CURRENT SURVEY CONTROL
 LC1313  ___________________________________________________________________
 LC1313* NAD 83(1986)-  40 39 23.     (N)    089 36 04.     (W)     SCALED    
 LC1313* NAVD 88     -       141.882  (meters)     465.49   (feet)  ADJUSTED  
 LC1313  ___________________________________________________________________
 LC1313  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LC1313  DYNAMIC HT  -         141.816 (meters)     465.27  (feet)  COMP
 LC1313  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 LC1313
 LC1313  VERT ORDER  -  FIRST     CLASS II
 LC1313
 LC1313.The horizontal coordinates were scaled from a topographic map and have
 LC1313.an estimated accuracy of +/- 6 seconds.
 LC1313
 LC1313.The orthometric height was determined by differential leveling
 LC1313.and adjusted by the National Geodetic Survey in June 1991..
 LC1313
 LC1313.The geoid height was determined by GEOID03.
 LC1313
 LC1313.The dynamic height is computed by dividing the NAVD 88
 LC1313.geopotential number by the normal gravity value computed on the
 LC1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1313.degrees latitude (g = 980.6199 gals.).
 LC1313
 LC1313.The modeled gravity was interpolated from observed gravity values.
 LC1313
 LC1313;                    North         East    Units  Estimated Accuracy
 LC1313;SPC IL W     -   443,020.      747,830.      MT  (+/- 180 meters Scaled)
 LC1313
 LC1313                          SUPERSEDED SURVEY CONTROL
 LC1313
 LC1313  NGVD 29 (??/??/92)  141.981  (m)          465.82   (f) ADJ UNCH    1 2
 LC1313
 LC1313.Superseded values are not recommended for survey control.
 LC1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1313.See file dsdata.txt to determine how the superseded data were derived.
 LC1313
 LC1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL800038(NAD 83)
 LC1313_MARKER: DB = BENCH MARK DISK
 LC1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1313_SP_SET: PLATFORM
 LC1313_STAMPING: G 235 1960
 LC1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1313
 LC1313  HISTORY     - Date     Condition        Report By
 LC1313  HISTORY     - 1960     MONUMENTED       CGS
 LC1313
 LC1313                          STATION DESCRIPTION
 LC1313
 LC1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1313'AT CREVE COEUR.
 LC1313'AT CREVE COEUR, AT THE SOUTHWEST END OF TAN BRICK FREIGHT HOUSE
 LC1313'OF THE PEORIA AND PEKIN UNION RAILWAY, IN THE TOP OF THE CONCRETE
 LC1313'FOUNDATION OF LOADING CRANE WHICH IS AT WEST CORNER OF CONCRETE
 LC1313'LOADING PLATFORM, 4 1/2 FEET SOUTH OF CENTER OF CRANE, 1 1/2 FEET
 LC1313'NORTH OF SOUTH CORNER OF FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0852 ***********************************************************************
 LC0852  DESIGNATION -  G 236
 LC0852  PID         -  LC0852
 LC0852  STATE/COUNTY-  IL/WOODFORD
 LC0852  USGS QUAD   -  BENSON (1995)
 LC0852
 LC0852                         *CURRENT SURVEY CONTROL
 LC0852  ___________________________________________________________________
 LC0852* NAD 83(1986)-  40 50 46.     (N)    089 01 36.     (W)     SCALED    
 LC0852* NAVD 88     -       220.255  (meters)     722.62   (feet)  ADJUSTED  
 LC0852  ___________________________________________________________________
 LC0852  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LC0852  DYNAMIC HT  -         220.158 (meters)     722.30  (feet)  COMP
 LC0852  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 LC0852
 LC0852  VERT ORDER  -  FIRST     CLASS I
 LC0852
 LC0852.The horizontal coordinates were scaled from a topographic map and have
 LC0852.an estimated accuracy of +/- 6 seconds.
 LC0852
 LC0852.The orthometric height was determined by differential leveling
 LC0852.and adjusted by the National Geodetic Survey in June 1991..
 LC0852
 LC0852.The geoid height was determined by GEOID03.
 LC0852
 LC0852.The dynamic height is computed by dividing the NAVD 88
 LC0852.geopotential number by the normal gravity value computed on the
 LC0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0852.degrees latitude (g = 980.6199 gals.).
 LC0852
 LC0852.The modeled gravity was interpolated from observed gravity values.
 LC0852
 LC0852;                    North         East    Units  Estimated Accuracy
 LC0852;SPC IL W     -   464,560.      796,130.      MT  (+/- 180 meters Scaled)
 LC0852
 LC0852                          SUPERSEDED SURVEY CONTROL
 LC0852
 LC0852  NGVD 29 (??/??/92)  220.309  (m)          722.80   (f) ADJ UNCH    1 1
 LC0852
 LC0852.Superseded values are not recommended for survey control.
 LC0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0852.See file dsdata.txt to determine how the superseded data were derived.
 LC0852
 LC0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL291236(NAD 83)
 LC0852_MARKER: DB = BENCH MARK DISK
 LC0852_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0852_SP_SET: 24 FEET
 LC0852_STAMPING: G 236 1960
 LC0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0852
 LC0852  HISTORY     - Date     Condition        Report By
 LC0852  HISTORY     - 1960     MONUMENTED       CGS
 LC0852  HISTORY     - 1969     GOOD             NGS
 LC0852  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0852
 LC0852                          STATION DESCRIPTION
 LC0852
 LC0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0852'3.8 MI S FROM WOODFORD.
 LC0852'ABOUT 2.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0852'THE STATION AT MINONK, AT WOODFORD, 95 1/2 FEET EAST OF THE EAST
 LC0852'RAIL OF THE MAIN TRACK, 88 FEET SOUTH OF THE CENTER LINE OF A
 LC0852'PRIVATE ROAD WHICH LEADS EAST TO A 2-STORY FARMHOUSE, 36 1/2 FEET
 LC0852'NORTHEAST OF THE NORTHEAST CORNER OF A METAL BUILDING, 1 FOOT WEST
 LC0852'OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2
 LC0852'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 LC0852'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS
 LC0852'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 LC0852'OF THE GROUND.  SEC 31, T28N, R2E
 LC0852
 LC0852                          STATION RECOVERY (1998)
 LC0852
 LC0852'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0892 ***********************************************************************
 LC0892  DESIGNATION -  G 237
 LC0892  PID         -  LC0892
 LC0892  STATE/COUNTY-  IL/PEORIA
 LC0892  USGS QUAD   -  CHILLICOTHE (1972)
 LC0892
 LC0892                         *CURRENT SURVEY CONTROL
 LC0892  ___________________________________________________________________
 LC0892* NAD 83(1986)-  40 57 58.     (N)    089 27 41.     (W)     SCALED    
 LC0892* NAVD 88     -       142.149  (meters)     466.37   (feet)  ADJUSTED  
 LC0892  ___________________________________________________________________
 LC0892  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC0892  DYNAMIC HT  -         142.088 (meters)     466.17  (feet)  COMP
 LC0892  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 LC0892
 LC0892  VERT ORDER  -  FIRST     CLASS II
 LC0892
 LC0892.The horizontal coordinates were scaled from a topographic map and have
 LC0892.an estimated accuracy of +/- 6 seconds.
 LC0892
 LC0892.The orthometric height was determined by differential leveling
 LC0892.and adjusted by the National Geodetic Survey in June 1991..
 LC0892
 LC0892.The geoid height was determined by GEOID03.
 LC0892
 LC0892.The dynamic height is computed by dividing the NAVD 88
 LC0892.geopotential number by the normal gravity value computed on the
 LC0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0892.degrees latitude (g = 980.6199 gals.).
 LC0892
 LC0892.The modeled gravity was interpolated from observed gravity values.
 LC0892
 LC0892;                    North         East    Units  Estimated Accuracy
 LC0892;SPC IL W     -   477,500.      759,370.      MT  (+/- 180 meters Scaled)
 LC0892
 LC0892                          SUPERSEDED SURVEY CONTROL
 LC0892
 LC0892  NGVD 29 (??/??/92)  142.220  (m)          466.60   (f) ADJ UNCH    1 2
 LC0892
 LC0892.Superseded values are not recommended for survey control.
 LC0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0892.See file dsdata.txt to determine how the superseded data were derived.
 LC0892
 LC0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL928379(NAD 83)
 LC0892_MARKER: DB = BENCH MARK DISK
 LC0892_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0892_SP_SET: 28 FEET
 LC0892_STAMPING: G 237 1960
 LC0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0892
 LC0892  HISTORY     - Date     Condition        Report By
 LC0892  HISTORY     - 1960     MONUMENTED       CGS
 LC0892  HISTORY     - 19981207 GOOD             USPSQD
 LC0892
 LC0892                          STATION DESCRIPTION
 LC0892
 LC0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC0892'3.6 MI N FROM CHILLICOTHE.
 LC0892'ABOUT 3.55 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LC0892'RAILROAD FROM THE STATION AT CHILLICOTHE, IN SECTION 3, R 9 E,
 LC0892'T 11 N, 0.15 MILE SOUTHWEST OF MILE POST 139, AT A FARM ROAD
 LC0892'CROSSING, 37 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 52 FEET
 LC0892'SOUTHWEST OF CENTER LINE OF FARM ROAD, 125 FEET EAST AND ACROSS
 LC0892'TRACK FROM THE EAST CORNER OF A 30-FOOT CONCRETE CULVERT (CULVERT
 LC0892'HAS CONCRETE HEADWALLS WITH THREE 5-FOOT PIPES) UNDER STATE HIGHWAY
 LC0892'29, 73 FEET SOUTH OF CENTER OF CROSSING, 2 1/2 FEET NORTHEAST OF
 LC0892'A TELEPHONE POLE AND IN LINE WITH ROW OF POLES, 1 1/2 FEET
 LC0892'SOUTHWEST OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 LC0892'TRACK AND IS A DISK ON COPPER COATED STEEL ROD PROJECTING 2
 LC0892'INCHES AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 LC0892'THE ROD WAS DRIVEN TO A DEPTH OF 28 FEET (REFUSAL).
 LC0892
 LC0892                          STATION RECOVERY (1998)
 LC0892
 LC0892'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1511 ***********************************************************************
 LC1511  DESIGNATION -  G 238
 LC1511  PID         -  LC1511
 LC1511  STATE/COUNTY-  IL/TAZEWELL
 LC1511  USGS QUAD   -  GLASFORD (1996)
 LC1511
 LC1511                         *CURRENT SURVEY CONTROL
 LC1511  ___________________________________________________________________
 LC1511* NAD 83(1986)-  40 31 02.     (N)    089 46 52.     (W)     SCALED    
 LC1511* NAVD 88     -       148.176  (meters)     486.14   (feet)  ADJUSTED  
 LC1511  ___________________________________________________________________
 LC1511  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LC1511  DYNAMIC HT  -         148.106 (meters)     485.91  (feet)  COMP
 LC1511  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 LC1511
 LC1511  VERT ORDER  -  FIRST     CLASS II
 LC1511
 LC1511.The horizontal coordinates were scaled from a topographic map and have
 LC1511.an estimated accuracy of +/- 6 seconds.
 LC1511
 LC1511.The orthometric height was determined by differential leveling
 LC1511.and adjusted by the National Geodetic Survey in June 1991..
 LC1511
 LC1511.The geoid height was determined by GEOID03.
 LC1511
 LC1511.The dynamic height is computed by dividing the NAVD 88
 LC1511.geopotential number by the normal gravity value computed on the
 LC1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1511.degrees latitude (g = 980.6199 gals.).
 LC1511
 LC1511.The modeled gravity was interpolated from observed gravity values.
 LC1511
 LC1511;                    North         East    Units  Estimated Accuracy
 LC1511;SPC IL W     -   427,490.      732,670.      MT  (+/- 180 meters Scaled)
 LC1511
 LC1511                          SUPERSEDED SURVEY CONTROL
 LC1511
 LC1511  NGVD 29 (??/??/92)  148.278  (m)          486.48   (f) ADJ UNCH    1 2
 LC1511
 LC1511.Superseded values are not recommended for survey control.
 LC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1511.See file dsdata.txt to determine how the superseded data were derived.
 LC1511
 LC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK643888(NAD 83)
 LC1511_MARKER: DB = BENCH MARK DISK
 LC1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1511_STAMPING: G 238 1961
 LC1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1511+STABILITY: SURFACE MOTION
 LC1511
 LC1511  HISTORY     - Date     Condition        Report By
 LC1511  HISTORY     - 1961     MONUMENTED       CGS
 LC1511
 LC1511                          STATION DESCRIPTION
 LC1511
 LC1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1511'0.2 MI ENE FROM SPRING LAKE SCHOOL.
 LC1511'ABOUT 0.25 MILE EAST-NORTHEAST ALONG THE POWERTON-MANITO ROAD
 LC1511'FROM THE SPRING LAKE SCHOOL NO. 6, 5.8 MILES WEST-SOUTHWEST OF
 LC1511'THE POWERTON POWER STATION AT POWERTON, 145.8 FEET EAST-SOUTHEAST
 LC1511'FROM THE SOUTHEAST CORNER OF A ONE-STORY RESIDENCE OF MR. L.S.
 LC1511'GRUBER, 38 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 LC1511'NORTHEAST OF A POWER LINE POLE, 68 FEET SOUTH-SOUTHEAST OF A
 LC1511'CONCRETE RIGHT-OF-WAY MARKER, 2 FEET SOUTHWEST OF A METAL WITNESS
 LC1511'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 LC1511'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0275 ***********************************************************************
 LD0275  DESIGNATION -  G 239
 LD0275  PID         -  LD0275
 LD0275  STATE/COUNTY-  IL/MASON
 LD0275  USGS QUAD   -  HAVANA (1947)
 LD0275
 LD0275                         *CURRENT SURVEY CONTROL
 LD0275  ___________________________________________________________________
 LD0275* NAD 83(1986)-  40 20 30.     (N)    090 01 32.     (W)     SCALED    
 LD0275* NAVD 88     -       142.561  (meters)     467.72   (feet)  ADJUSTED  
 LD0275  ___________________________________________________________________
 LD0275  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0275  DYNAMIC HT  -         142.491 (meters)     467.49  (feet)  COMP
 LD0275  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 LD0275
 LD0275  VERT ORDER  -  FIRST     CLASS II
 LD0275
 LD0275.The horizontal coordinates were scaled from a topographic map and have
 LD0275.an estimated accuracy of +/- 6 seconds.
 LD0275
 LD0275.The orthometric height was determined by differential leveling
 LD0275.and adjusted by the National Geodetic Survey in June 1991..
 LD0275
 LD0275.The geoid height was determined by GEOID03.
 LD0275
 LD0275.The dynamic height is computed by dividing the NAVD 88
 LD0275.geopotential number by the normal gravity value computed on the
 LD0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0275.degrees latitude (g = 980.6199 gals.).
 LD0275
 LD0275.The modeled gravity was interpolated from observed gravity values.
 LD0275
 LD0275;                    North         East    Units  Estimated Accuracy
 LD0275;SPC IL W     -   407,930.      711,990.      MT  (+/- 180 meters Scaled)
 LD0275
 LD0275                          SUPERSEDED SURVEY CONTROL
 LD0275
 LD0275  NGVD 29 (??/??/92)  142.666  (m)          468.06   (f) ADJ UNCH    1 2
 LD0275
 LD0275.Superseded values are not recommended for survey control.
 LD0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0275.See file dsdata.txt to determine how the superseded data were derived.
 LD0275
 LD0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE526699(NAD 83)
 LD0275_MARKER: DB = BENCH MARK DISK
 LD0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0275_STAMPING: G 239 1961
 LD0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0275+STABILITY: SURFACE MOTION
 LD0275
 LD0275  HISTORY     - Date     Condition        Report By
 LD0275  HISTORY     - 1961     MONUMENTED       CGS
 LD0275
 LD0275                          STATION DESCRIPTION
 LD0275
 LD0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0275'3 MI NE FROM HAVANA.
 LD0275'ABOUT 0.7 MILE NORTHEAST ALONG THE PEKIN-HAVANA ROAD FROM ITS
 LD0275'OVERPASS OVER THE CHICAGO AND ILLINOIS MIDLAND RAILWAY IN THE
 LD0275'NORTH PART OF HAVANA, THENCE 1.7 MILES NORTH ALONG THE ILLINOIS
 LD0275'RIVER ROAD, THENCE 0.6 MILE EAST ALONG A BLACK TOP ROAD, 33 FEET
 LD0275'SOUTH OF THE CENTER LINE OF THE ROAD, 304 FEET WEST OF THE CENTER
 LD0275'LINE OF A GRAVEL ROAD LEADING NORTH TO THE ILLINOIS NATURAL
 LD0275'HISTORY SURVEY LABORATORY, 3 1/2 FEET EAST OF A TELEPHONE POLE,
 LD0275'1.5 FEET NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE BLACK TOP
 LD0275'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 LD0275'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7266 ***********************************************************************
 AB7266  DESIGNATION -  G 24 RESET
 AB7266  PID         -  AB7266
 AB7266  STATE/COUNTY-  IL/VERMILION
 AB7266  USGS QUAD   -  ROYAL (1968)
 AB7266
 AB7266                         *CURRENT SURVEY CONTROL
 AB7266  ___________________________________________________________________
 AB7266* NAD 83(1986)-  40 11 36.     (N)    087 54 11.     (W)     SCALED    
 AB7266* NAVD 88     -       208.45   (meters)     683.9    (feet)  RESET     
 AB7266  ___________________________________________________________________
 AB7266  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 AB7266
 AB7266  VERT ORDER  -  THIRD
 AB7266
 AB7266.The horizontal coordinates were scaled from a topographic map and have
 AB7266.an estimated accuracy of +/- 6 seconds.
 AB7266
 AB7266.The orthometric height was computed from unverified reset data.
 AB7266
 AB7266.The geoid height was determined by GEOID03.
 AB7266
 AB7266;                    North         East    Units  Estimated Accuracy
 AB7266;SPC IL E     -   391,560.      336,640.      MT  (+/- 180 meters Scaled)
 AB7266
 AB7266                          SUPERSEDED SURVEY CONTROL
 AB7266
 AB7266.No superseded survey control is available for this station.
 AB7266
 AB7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK231496(NAD 83)
 AB7266_MARKER: DV = VERTICAL CONTROL DISK
 AB7266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7266_STAMPING: G 24 RESET 1995
 AB7266_MARK LOGO: NGS   
 AB7266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7266+STABILITY: SURFACE MOTION
 AB7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7266+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7266
 AB7266  HISTORY     - Date     Condition        Report By
 AB7266  HISTORY     - 1995     MONUMENTED       NGS
 AB7266
 AB7266                          STATION DESCRIPTION
 AB7266
 AB7266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RKB)
 AB7266'TO REACH THE STATION FROM THE CENTER OF THE STATE ROUTE 49 OVERPASS OF
 AB7266'INTERSTATE HIGHWAY 74 (EXIT 200 IN WESTERN VERMILION COUNTY) PROCEED
 AB7266'NORTH ON ROUTE 49 FOR 4.8 MI (7.7 KM) TO COUNTY ROAD 2250N (ROYAL
 AB7266'ROAD) , TURN RIGHT FOR ABOUT 100 M (328.1 FT) TO THE STATION ON THE
 AB7266'RIGHT, 6.3 M (20.7 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 2250N,
 AB7266'21.8 M (71.5 FT) WEST OF THE SECOND POWER POLE EAST OF ROUTE 49, 38.0
 AB7266'M (124.7 FT) EAST SOUTHEAST OF THE INTERSECTION OF COUNTY ROAD 2250N
 AB7266'AND A GRAVEL DRIVEWAY NORTH, 38.3 M (125.7 FT) WEST SOUTHWEST OF A
 AB7266'GREEN METAL TELEPHONE SPLICE BOX, 0.3 M (1.0 FT) NORTH OF A FIBERGLASS
 AB7266'WITNESS POST, SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 AB7266'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0168 ***********************************************************************
 LD0168  DESIGNATION -  G 240
 LD0168  PID         -  LD0168
 LD0168  STATE/COUNTY-  IL/CASS
 LD0168  USGS QUAD   -  BEARDSTOWN (1981)
 LD0168
 LD0168                         *CURRENT SURVEY CONTROL
 LD0168  ___________________________________________________________________
 LD0168* NAD 83(1986)-  40 00 46.     (N)    090 25 47.     (W)     SCALED    
 LD0168* NAVD 88     -       138.606  (meters)     454.74   (feet)  ADJUSTED  
 LD0168  ___________________________________________________________________
 LD0168  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0168  DYNAMIC HT  -         138.534 (meters)     454.51  (feet)  COMP
 LD0168  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 LD0168
 LD0168  VERT ORDER  -  FIRST     CLASS II
 LD0168
 LD0168.The horizontal coordinates were scaled from a topographic map and have
 LD0168.an estimated accuracy of +/- 6 seconds.
 LD0168
 LD0168.The orthometric height was determined by differential leveling
 LD0168.and adjusted by the National Geodetic Survey in June 1991..
 LD0168
 LD0168.The geoid height was determined by GEOID03.
 LD0168
 LD0168.The dynamic height is computed by dividing the NAVD 88
 LD0168.geopotential number by the normal gravity value computed on the
 LD0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0168.degrees latitude (g = 980.6199 gals.).
 LD0168
 LD0168.The modeled gravity was interpolated from observed gravity values.
 LD0168
 LD0168;                    North         East    Units  Estimated Accuracy
 LD0168;SPC IL W     -   371,440.      677,540.      MT  (+/- 180 meters Scaled)
 LD0168
 LD0168                          SUPERSEDED SURVEY CONTROL
 LD0168
 LD0168  NGVD 29 (??/??/92)  138.719  (m)          455.11   (f) ADJ UNCH    1 2
 LD0168
 LD0168.Superseded values are not recommended for survey control.
 LD0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0168.See file dsdata.txt to determine how the superseded data were derived.
 LD0168
 LD0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE193323(NAD 83)
 LD0168_MARKER: DB = BENCH MARK DISK
 LD0168_SETTING: 0 = UNSPECIFIED SETTING
 LD0168_STAMPING: G 240 1961
 LD0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0168
 LD0168  HISTORY     - Date     Condition        Report By
 LD0168  HISTORY     - 1961     MONUMENTED       CGS
 LD0168
 LD0168                          STATION DESCRIPTION
 LD0168
 LD0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0168'0.6 MI SW FROM BEARDSTOWN.
 LD0168'ABOUT 0.5 MILE SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE
 LD0168'AT BEARDSTOWN, THENCE 0.1 MILE SOUTHEAST ALONG A LEVEE, ON TOP
 LD0168'AND AT THE SOUTHEAST CORNER OF A HIGH WATER VALVE, AT THE FOOT OF
 LD0168'3RD STREET AND ACROSS THE LEVEE FROM THE BEARDSTOWN SANITATION PUMP
 LD0168'HOUSE, 104 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE SANATION
 LD0168'BUILDING, 53.5 FEET SOUTHWEST OF THE CENTER OF THE LEVEE AND ABOUT
 LD0168'LEVEL WITH THE LEVEE.  NOTE-- THE VALVE BOX IS 5 1/2 FEET WIDE-6 FEET
 LD0168'LONG AND 15 FEET DEEP AND CALLED AN EMERGENCY VALVE USED ONLY IN
 LD0168'CASE OF HIGH WATER OR FLOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0575 ***********************************************************************
 JC0575  DESIGNATION -  G 241
 JC0575  PID         -  JC0575
 JC0575  STATE/COUNTY-  IL/JERSEY
 JC0575  USGS QUAD   -  BRUSSELS (1990)
 JC0575
 JC0575                         *CURRENT SURVEY CONTROL
 JC0575  ___________________________________________________________________
 JC0575* NAD 83(1997)-  38 58 04.99881(N)    090 31 14.98832(W)     ADJUSTED  
 JC0575* NAVD 88     -       137.720  (meters)     451.84   (feet)  ADJUSTED  
 JC0575  ___________________________________________________________________
 JC0575  X           -     -45,138.045 (meters)                     COMP
 JC0575  Y           -  -4,965,435.581 (meters)                     COMP
 JC0575  Z           -   3,989,626.996 (meters)                     COMP
 JC0575  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 JC0575  ELLIP HEIGHT-         105.95  (meters)          (08/29/03) GPS OBS
 JC0575  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JC0575  DYNAMIC HT  -         137.634 (meters)     451.55  (feet)  COMP
 JC0575  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 JC0575
 JC0575  HORZ ORDER  -  B
 JC0575  VERT ORDER  -  FIRST     CLASS II
 JC0575  ELLP ORDER  -  FOURTH    CLASS II
 JC0575
 JC0575.The horizontal coordinates were established by GPS observations
 JC0575.and adjusted by the WOOLPERT CONSULTANTS in August 2003..
 JC0575
 JC0575.The orthometric height was determined by differential leveling
 JC0575.and adjusted by the National Geodetic Survey in June 1991..
 JC0575
 JC0575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC0575
 JC0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0575
 JC0575.The ellipsoidal height was determined by GPS observations
 JC0575.and is referenced to NAD 83.
 JC0575
 JC0575.The geoid height was determined by GEOID03.
 JC0575
 JC0575.The dynamic height is computed by dividing the NAVD 88
 JC0575.geopotential number by the normal gravity value computed on the
 JC0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0575.degrees latitude (g = 980.6199 gals.).
 JC0575
 JC0575.The modeled gravity was interpolated from observed gravity values.
 JC0575
 JC0575;                    North         East     Units Scale Factor Converg.
 JC0575;SPC IL W     -   255,482.792   669,308.070   MT  0.99995277   -0 13 21.8
 JC0575;SPC IL W     -   838,196.46  2,195,888.23   sFT  0.99995277   -0 13 21.8
 JC0575;UTM  15      - 4,316,155.017   714,786.324   MT  1.00016810   +1 33 35.0
 JC0575
 JC0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0575!SPC IL W     -   0.99998338  x   0.99995277  =   0.99993615
 JC0575!UTM  15      -   0.99998338  x   1.00016810  =   1.00015147
 JC0575
 JC0575                          SUPERSEDED SURVEY CONTROL
 JC0575
 JC0575  NAVD 88 (08/29/03)  137.72   (m)          451.8    (f) LEVELING    3  
 JC0575  NGVD 29 (??/??/92)  137.831  (m)          452.20   (f) ADJ UNCH    1 2
 JC0575
 JC0575.Superseded values are not recommended for survey control.
 JC0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0575.See file dsdata.txt to determine how the superseded data were derived.
 JC0575
 JC0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD1478616155(NAD 83)
 JC0575_MARKER: DB = BENCH MARK DISK
 JC0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0575_STAMPING: G 241 1961
 JC0575_MARK LOGO: CGS   
 JC0575_PROJECTION: RECESSED 2 CENTIMETERS
 JC0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0575+STABILITY: SURFACE MOTION
 JC0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0575+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 JC0575
 JC0575  HISTORY     - Date     Condition        Report By
 JC0575  HISTORY     - 1961     MONUMENTED       CGS
 JC0575  HISTORY     - 1981     GOOD             AEROS
 JC0575  HISTORY     - 19990306 GOOD             USPSQD
 JC0575  HISTORY     - 20010331 GOOD             NGS
 JC0575  HISTORY     - 20010331 GOOD             NGS
 JC0575  HISTORY     - 20030502 GOOD             WOOLPT
 JC0575
 JC0575                          STATION DESCRIPTION
 JC0575
 JC0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0575'4.6 MI W FROM GRAFTON.
 JC0575'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 100 FROM THE GRAFTON
 JC0575'SCHOOL AT GRAFTON, SECTION S 15 T 6 N R 13 W, 1.05 MILE EAST OF
 JC0575'THE HARTFORD CHURCH AND CEMETERY, AT THE BASE OF A SMALL HILL,
 JC0575'NEAR THE JUNCTION OF A DRIVE LEADING NORTH TO A LARGE PASTURE, 47
 JC0575'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 57 FEET WEST OF THE
 JC0575'CENTER OF A BOARD GATE ACROSS THE DRIVE, 62 FEET NORTHEAST OF THE
 JC0575'NORTHEAST END OF A 2 FOOT BOX CULVERT UNDER THE HIGHWAY, 3 1/2
 JC0575'FEET NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE LINE,
 JC0575'1 1/2 FEET WEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE
 JC0575'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JC0575'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 JC0575
 JC0575                          STATION RECOVERY (1981)
 JC0575
 JC0575'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 JC0575'RECOVERED IN GOOD CONDITION.
 JC0575
 JC0575                          STATION RECOVERY (1999)
 JC0575
 JC0575'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0575'RECOVERED IN GOOD CONDITION.
 JC0575
 JC0575                          STATION RECOVERY (2001)
 JC0575
 JC0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0575'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0575
 JC0575                          STATION RECOVERY (2001)
 JC0575
 JC0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0575'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0575
 JC0575                          STATION RECOVERY (2003)
 JC0575
 JC0575'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 JC0575'THE STATION IS LOCATED 4.7 MI WEST OF GRAFTON, IL., 1.05 MI EAST OF
 JC0575'THE HARTFORD CHURCH
 JC0575'AND CEMETERY ON SR-100, AND 3.9 MI NORTHWEST OF BRUSSELS, IL.
 JC0575'OWNERSHIP--STATE OF
 JC0575'ILLINOIS RIGHT-OF-WAY.
 JC0575' 
 JC0575'TO REACH THE STATION FROM THE INTERSECTION OF SR-100 WITH SR-3 IN THE
 JC0575'COMMUNITY OF
 JC0575'GRAFTON, GO WEST 4.7 MI ON SR-100 TO THE STATION ON THE RIGHT BETWEEN
 JC0575'A FIELD ENTRANCE
 JC0575'DRIVE LEADING TO A PASTURE (EAST) AND A BOX CULVERT CROSSING UNDER
 JC0575'SR-100 (WEST). THE
 JC0575'STATION IS A STANDARD BRONZE CGS DISK STAMPED--G 241 1961-- AND SET IN
 JC0575'THE TOP OF A 12-INCH
 JC0575'DIAMETER CONCRETE MONUMENT RECESSED 9.4 INCHES BELOW THE GROUND.
 JC0575' 
 JC0575'THE STATION IS 40.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF SR-100,
 JC0575'66.9 FEET NORTH OF
 JC0575'A UTILITY POLE, 57.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF A FIELD
 JC0575'ENTRANCE DRIVE, 46.3
 JC0575'FEET EAST-SOUTHEAST OF THE EASTERNMOST METAL GUARDRAIL POST, 24 FEET
 JC0575'EAST-SOUTHEAST
 JC0575'OF A RAILROAD SPIKE IN A TREE, 9.5 FEET NORTH-NORTHWEST OF THE
 JC0575'CENTERLINE OF THE
 JC0575'PEDESTRIAN PATH, 1.1 FEET SOUTH-SOUTHEAST OF THE FENCE LINE, AND 0.8
 JC0575'FEET SOUTHEAST OF A
 JC0575'METAL WITNESS POST.
 JC0575'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0140 ***********************************************************************
 KC0140  DESIGNATION -  G 242
 KC0140  PID         -  KC0140
 KC0140  STATE/COUNTY-  IL/GREENE
 KC0140  USGS QUAD   -  HARDIN (1978)
 KC0140
 KC0140                         *CURRENT SURVEY CONTROL
 KC0140  ___________________________________________________________________
 KC0140* NAD 83(1986)-  39 13 28.     (N)    090 33 19.     (W)     SCALED    
 KC0140* NAVD 88     -       135.665  (meters)     445.09   (feet)  ADJUSTED  
 KC0140  ___________________________________________________________________
 KC0140  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KC0140  DYNAMIC HT  -         135.585 (meters)     444.83  (feet)  COMP
 KC0140  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 KC0140
 KC0140  VERT ORDER  -  FIRST     CLASS II
 KC0140
 KC0140.The horizontal coordinates were scaled from a topographic map and have
 KC0140.an estimated accuracy of +/- 6 seconds.
 KC0140
 KC0140.The orthometric height was determined by differential leveling
 KC0140.and adjusted by the National Geodetic Survey in June 1991..
 KC0140
 KC0140.The geoid height was determined by GEOID03.
 KC0140
 KC0140.The dynamic height is computed by dividing the NAVD 88
 KC0140.geopotential number by the normal gravity value computed on the
 KC0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0140.degrees latitude (g = 980.6199 gals.).
 KC0140
 KC0140.The modeled gravity was interpolated from observed gravity values.
 KC0140
 KC0140;                    North         East    Units  Estimated Accuracy
 KC0140;SPC IL W     -   283,960.      666,450.      MT  (+/- 180 meters Scaled)
 KC0140
 KC0140                          SUPERSEDED SURVEY CONTROL
 KC0140
 KC0140  NGVD 29 (??/??/92)  135.776  (m)          445.46   (f) ADJ UNCH    1 2
 KC0140
 KC0140.Superseded values are not recommended for survey control.
 KC0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0140.See file dsdata.txt to determine how the superseded data were derived.
 KC0140
 KC0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD110445(NAD 83)
 KC0140_MARKER: DB = BENCH MARK DISK
 KC0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0140_SP_SET: CULVERT
 KC0140_STAMPING: G 242 1961
 KC0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0140
 KC0140  HISTORY     - Date     Condition        Report By
 KC0140  HISTORY     - 1961     MONUMENTED       CGS
 KC0140
 KC0140                          STATION DESCRIPTION
 KC0140
 KC0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0140'4.8 MI S FROM ELDRED.
 KC0140'ABOUT 4.75 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0140'OF STATE HIGHWAY 108 AT ELDRED, SECTION S 16 T 9 N R 13 W,
 KC0140'0.25 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, SET
 KC0140'ON TOP OF THE NORTH END OF THE WEST HEADWALL OF AN 8 FOOT CONCRETE
 KC0140'BOX CULVERT UNDER THE ROAD, 27 FEET WEST OF THE CENTER LINE OF
 KC0140'THE ROAD, 0.5 FOOT SOUTH OF THE NORTH END OF THE HEADWALL AND
 KC0140'2 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0160 ***********************************************************************
 KC0160  DESIGNATION -  G 243
 KC0160  PID         -  KC0160
 KC0160  STATE/COUNTY-  IL/GREENE
 KC0160  USGS QUAD   -  PEARL EAST (1980)
 KC0160
 KC0160                         *CURRENT SURVEY CONTROL
 KC0160  ___________________________________________________________________
 KC0160* NAD 83(1986)-  39 22 35.     (N)    090 33 01.     (W)     SCALED    
 KC0160* NAVD 88     -       134.944  (meters)     442.73   (feet)  ADJUSTED  
 KC0160  ___________________________________________________________________
 KC0160  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KC0160  DYNAMIC HT  -         134.866 (meters)     442.47  (feet)  COMP
 KC0160  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 KC0160
 KC0160  VERT ORDER  -  FIRST     CLASS II
 KC0160
 KC0160.The horizontal coordinates were scaled from a topographic map and have
 KC0160.an estimated accuracy of +/- 6 seconds.
 KC0160
 KC0160.The orthometric height was determined by differential leveling
 KC0160.and adjusted by the National Geodetic Survey in June 1991..
 KC0160
 KC0160.The geoid height was determined by GEOID03.
 KC0160
 KC0160.The dynamic height is computed by dividing the NAVD 88
 KC0160.geopotential number by the normal gravity value computed on the
 KC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0160.degrees latitude (g = 980.6199 gals.).
 KC0160
 KC0160.The modeled gravity was interpolated from observed gravity values.
 KC0160
 KC0160;                    North         East    Units  Estimated Accuracy
 KC0160;SPC IL W     -   300,820.      666,950.      MT  (+/- 180 meters Scaled)
 KC0160
 KC0160                          SUPERSEDED SURVEY CONTROL
 KC0160
 KC0160  NGVD 29 (??/??/92)  135.067  (m)          443.13   (f) ADJ UNCH    1 2
 KC0160
 KC0160.Superseded values are not recommended for survey control.
 KC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0160.See file dsdata.txt to determine how the superseded data were derived.
 KC0160
 KC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD110614(NAD 83)
 KC0160_MARKER: DB = BENCH MARK DISK
 KC0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0160_SP_SET: CULVERT
 KC0160_STAMPING: G 243 1961
 KC0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0160
 KC0160  HISTORY     - Date     Condition        Report By
 KC0160  HISTORY     - 1961     MONUMENTED       CGS
 KC0160
 KC0160                          STATION DESCRIPTION
 KC0160
 KC0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0160'6.4 MI N FROM ELDRED.
 KC0160'ABOUT 6.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0160'OF STATE HIGHWAY 108 AT ELDRED, SECTION S 28-T 11 N- R 13 W,
 KC0160'0.5 MILE NORTH OF A LARGE BRIDGE OVER APPLE CREEK, ABOUT 45 YARDS
 KC0160'SOUTHEAST OF THE JUNCTION OF A DIM ROAD LEADING EAST, AT THE
 KC0160'OUTSIDE OF A LONG CURVE, ON TOP OF THE SOUTHEAST END OF THE
 KC0160'SOUTHWEST HEADWALL OF A 10 FOOT CONCRETE BOX CULVERT UNDER THE
 KC0160'ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 KC0160'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0231 ***********************************************************************
 KC0231  DESIGNATION -  G 244
 KC0231  PID         -  KC0231
 KC0231  STATE/COUNTY-  IL/SCOTT
 KC0231  USGS QUAD   -  BEDFORD (1980)
 KC0231
 KC0231                         *CURRENT SURVEY CONTROL
 KC0231  ___________________________________________________________________
 KC0231* NAD 83(1986)-  39 35 13.     (N)    090 31 23.     (W)     SCALED    
 KC0231* NAVD 88     -       139.607  (meters)     458.03   (feet)  ADJUSTED  
 KC0231  ___________________________________________________________________
 KC0231  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KC0231  DYNAMIC HT  -         139.529 (meters)     457.77  (feet)  COMP
 KC0231  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KC0231
 KC0231  VERT ORDER  -  FIRST     CLASS II
 KC0231
 KC0231.The horizontal coordinates were scaled from a topographic map and have
 KC0231.an estimated accuracy of +/- 6 seconds.
 KC0231
 KC0231.The orthometric height was determined by differential leveling
 KC0231.and adjusted by the National Geodetic Survey in June 1991..
 KC0231
 KC0231.The geoid height was determined by GEOID03.
 KC0231
 KC0231.The dynamic height is computed by dividing the NAVD 88
 KC0231.geopotential number by the normal gravity value computed on the
 KC0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0231.degrees latitude (g = 980.6199 gals.).
 KC0231
 KC0231.The modeled gravity was interpolated from observed gravity values.
 KC0231
 KC0231;                    North         East    Units  Estimated Accuracy
 KC0231;SPC IL W     -   324,190.      669,390.      MT  (+/- 180 meters Scaled)
 KC0231
 KC0231                          SUPERSEDED SURVEY CONTROL
 KC0231
 KC0231  NGVD 29 (??/??/92)  139.737  (m)          458.45   (f) ADJ UNCH    1 2
 KC0231
 KC0231.Superseded values are not recommended for survey control.
 KC0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0231.See file dsdata.txt to determine how the superseded data were derived.
 KC0231
 KC0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD127848(NAD 83)
 KC0231_MARKER: DB = BENCH MARK DISK
 KC0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0231_SP_SET: CULVERT
 KC0231_STAMPING: G 244 1961
 KC0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0231
 KC0231  HISTORY     - Date     Condition        Report By
 KC0231  HISTORY     - 1961     MONUMENTED       CGS
 KC0231
 KC0231                          STATION DESCRIPTION
 KC0231
 KC0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0231'10 MI N FROM HILLVIEW.
 KC0231'ABOUT 10.0 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0231'BAPTIST CHURCH AT HILLVIEW, 0.3 MILE NORTHWEST OF THE JUNCTION
 KC0231'OF A SIDE ROAD LEADING NORTH, SET ON TOP OF THE NORTH END OF THE
 KC0231'EAST CONCRETE HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER
 KC0231'THE BLACK TOP ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KC0231'1/2 FOOT SOUTH OF THE NORTH END OF THE HEADWALL AND 2 1/2 FEET
 KC0231'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0241 ***********************************************************************
 KC0241  DESIGNATION -  G 245
 KC0241  PID         -  KC0241
 KC0241  STATE/COUNTY-  IL/SCOTT
 KC0241  USGS QUAD   -  FLORENCE (1980)
 KC0241
 KC0241                         *CURRENT SURVEY CONTROL
 KC0241  ___________________________________________________________________
 KC0241* NAD 83(1986)-  39 37 55.     (N)    090 34 16.     (W)     SCALED    
 KC0241* NAVD 88     -       128.175  (meters)     420.52   (feet)  ADJUSTED  
 KC0241  ___________________________________________________________________
 KC0241  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0241  DYNAMIC HT  -         128.105 (meters)     420.29  (feet)  COMP
 KC0241  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 KC0241
 KC0241  VERT ORDER  -  FIRST     CLASS II
 KC0241
 KC0241.The horizontal coordinates were scaled from a topographic map and have
 KC0241.an estimated accuracy of +/- 6 seconds.
 KC0241
 KC0241.The orthometric height was determined by differential leveling
 KC0241.and adjusted by the National Geodetic Survey in June 1991..
 KC0241
 KC0241.The geoid height was determined by GEOID03.
 KC0241
 KC0241.The dynamic height is computed by dividing the NAVD 88
 KC0241.geopotential number by the normal gravity value computed on the
 KC0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0241.degrees latitude (g = 980.6199 gals.).
 KC0241
 KC0241.The modeled gravity was interpolated from observed gravity values.
 KC0241
 KC0241;                    North         East    Units  Estimated Accuracy
 KC0241;SPC IL W     -   329,200.      665,280.      MT  (+/- 180 meters Scaled)
 KC0241
 KC0241                          SUPERSEDED SURVEY CONTROL
 KC0241
 KC0241  NGVD 29 (??/??/92)  128.300  (m)          420.93   (f) ADJ UNCH    1 2
 KC0241
 KC0241.Superseded values are not recommended for survey control.
 KC0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0241.See file dsdata.txt to determine how the superseded data were derived.
 KC0241
 KC0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD084897(NAD 83)
 KC0241_MARKER: DB = BENCH MARK DISK
 KC0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0241_SP_SET: CULVERT
 KC0241_STAMPING: G 245 1961
 KC0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0241
 KC0241  HISTORY     - Date     Condition        Report By
 KC0241  HISTORY     - 1961     MONUMENTED       CGS
 KC0241
 KC0241                          STATION DESCRIPTION
 KC0241
 KC0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0241'10.2 MI S FROM BLUFFS.
 KC0241'ABOUT 10.1 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0241'OF THE WABASH RAILROAD AT BLUFFS, THENCE 0.1 MILE EAST ALONG U.S.
 KC0241'HIGHWAY 36, ON TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL
 KC0241'OF A 12-FOOT BOX CULVERT UNDER U.S. HIGHWAY 36 FOR A DRAINAGE
 KC0241'DITCH, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT
 KC0241'EAST OF THE WEST END OF THE HEADWALL, 4 FEET BELOW THE LEVEL OF
 KC0241'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1013 ***********************************************************************
 LC1013  DESIGNATION -  G 246 RESET 1961
 LC1013  PID         -  LC1013
 LC1013  STATE/COUNTY-  IL/MCLEAN
 LC1013  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1013
 LC1013                         *CURRENT SURVEY CONTROL
 LC1013  ___________________________________________________________________
 LC1013* NAD 83(1986)-  40 26 02.     (N)    089 02 04.     (W)     SCALED    
 LC1013* NAVD 88     -       229.32   (meters)     752.4    (feet)  RESET     
 LC1013  ___________________________________________________________________
 LC1013  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC1013
 LC1013  VERT ORDER  -  THIRD
 LC1013
 LC1013.The horizontal coordinates were scaled from a topographic map and have
 LC1013.an estimated accuracy of +/- 6 seconds.
 LC1013
 LC1013.The orthometric height was computed from unverified reset data.
 LC1013.No vertical observational check was made to the station.
 LC1013
 LC1013.The geoid height was determined by GEOID03.
 LC1013
 LC1013;                    North         East    Units  Estimated Accuracy
 LC1013;SPC IL E     -   418,410.      240,510.      MT  (+/- 180 meters Scaled)
 LC1013
 LC1013                          SUPERSEDED SURVEY CONTROL
 LC1013
 LC1013  NGVD 29 (??/??/??)  229.38   (m)          752.6    (f) RESET       3  
 LC1013
 LC1013.Superseded values are not recommended for survey control.
 LC1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1013.See file dsdata.txt to determine how the superseded data were derived.
 LC1013
 LC1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK274779(NAD 83)
 LC1013_MARKER: DB = BENCH MARK DISK
 LC1013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1013_SP_SET: CULVERT
 LC1013_STAMPING: G 246 1960 RESET 1961
 LC1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1013
 LC1013  HISTORY     - Date     Condition        Report By
 LC1013  HISTORY     - 1961     MONUMENTED       CGS
 LC1013
 LC1013                          STATION DESCRIPTION
 LC1013
 LC1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1013'3.2 MI SW FROM BLOOMINGTON.
 LC1013'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1013'WITH U.S. HIGHWAY 51 IN THE SOUTH PART OF BLOOMINGTON, THENCE 0.10
 LC1013'MILE WEST ALONG AN ASPHALT PAVED ROAD, THENCE 0.3 MILE NORTH
 LC1013'ALONG THE GULF MOBILE AND OHIO RAILROAD, SET IN TOP OF THE SOUTH
 LC1013'END OF THE EAST HEADWALL OF AN 8 FOOT CONCRETE BOX CULVERT UNDER
 LC1013'THE RAILROAD, 60 FEET EAST OF THE EAST RAIL, AND ABOUT 25 FEET
 LC1013'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0792 ***********************************************************************
 LC0792  DESIGNATION -  G 248
 LC0792  PID         -  LC0792
 LC0792  STATE/COUNTY-  IL/LIVINGSTON
 LC0792  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0792
 LC0792                         *CURRENT SURVEY CONTROL
 LC0792  ___________________________________________________________________
 LC0792* NAD 83(1986)-  40 59 30.     (N)    088 32 08.     (W)     SCALED    
 LC0792* NAVD 88     -       221.230  (meters)     725.82   (feet)  ADJUSTED  
 LC0792  ___________________________________________________________________
 LC0792  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LC0792  DYNAMIC HT  -         221.138 (meters)     725.52  (feet)  COMP
 LC0792  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 LC0792
 LC0792  VERT ORDER  -  SECOND    CLASS 0
 LC0792
 LC0792.The horizontal coordinates were scaled from a topographic map and have
 LC0792.an estimated accuracy of +/- 6 seconds.
 LC0792
 LC0792.The orthometric height was determined by differential leveling
 LC0792.and adjusted by the National Geodetic Survey in June 1991..
 LC0792
 LC0792.The geoid height was determined by GEOID03.
 LC0792
 LC0792.The dynamic height is computed by dividing the NAVD 88
 LC0792.geopotential number by the normal gravity value computed on the
 LC0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0792.degrees latitude (g = 980.6199 gals.).
 LC0792
 LC0792.The modeled gravity was interpolated from observed gravity values.
 LC0792
 LC0792;                    North         East    Units  Estimated Accuracy
 LC0792;SPC IL E     -   480,140.      282,980.      MT  (+/- 180 meters Scaled)
 LC0792
 LC0792                          SUPERSEDED SURVEY CONTROL
 LC0792
 LC0792  NGVD 29 (??/??/92)  221.294  (m)          726.03   (f) ADJ UNCH    2 0
 LC0792
 LC0792.Superseded values are not recommended for survey control.
 LC0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0792.See file dsdata.txt to determine how the superseded data were derived.
 LC0792
 LC0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL708389(NAD 83)
 LC0792_MARKER: DB = BENCH MARK DISK
 LC0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0792_STAMPING: G 248 1961
 LC0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0792+STABILITY: SURFACE MOTION
 LC0792
 LC0792  HISTORY     - Date     Condition        Report By
 LC0792  HISTORY     - 1961     MONUMENTED       CGS
 LC0792  HISTORY     - 1987     GOOD             USPSQD
 LC0792
 LC0792                          STATION DESCRIPTION
 LC0792
 LC0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0792'1.4 MI SW FROM ODELL.
 LC0792'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 LC0792'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 1.05 MILES
 LC0792'SOUTHWEST ALONG U.S. HIGHWAY 66, AT THE JUNCTION OF AN EAST-WEST
 LC0792'GRAVEL ROAD, 57 FEET SOUTHEAST OF THE CENTER LINE OF NORTHBOUND
 LC0792'LANE OF U.S. HIGHWAY 66, 18.5 FEET NORTHWEST OF THE NORTHWEST
 LC0792'RAIL OF THE SOUTHBOUND TRACK OF THE GULF, MOBILE AND OHIO RAIL
 LC0792'ROAD, 2 FEET SOUTHWEST OF THE THIRD TELEGRAPH POLE NORTHEAST OF
 LC0792'THE JUNCTION, 1.7 FEET NORTHWEST OF A METAL WITNESS POST, 2.5
 LC0792'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 LC0792'CONCRETE POST FLUSH WITH THE GROUND.
 LC0792
 LC0792                          STATION RECOVERY (1987)
 LC0792
 LC0792'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 LC0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1433 ***********************************************************************
 JB1433  DESIGNATION -  G 249
 JB1433  PID         -  JB1433
 JB1433  STATE/COUNTY-  IL/ST CLAIR
 JB1433  USGS QUAD   -  O'FALLON (1991)
 JB1433
 JB1433                         *CURRENT SURVEY CONTROL
 JB1433  ___________________________________________________________________
 JB1433* NAD 83(1986)-  38 35 45.     (N)    089 57 55.     (W)     SCALED    
 JB1433* NAVD 88     -       171.973  (meters)     564.21   (feet)  ADJUSTED  
 JB1433  ___________________________________________________________________
 JB1433  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JB1433  DYNAMIC HT  -         171.864 (meters)     563.86  (feet)  COMP
 JB1433  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JB1433
 JB1433  VERT ORDER  -  SECOND    CLASS 0
 JB1433
 JB1433.The horizontal coordinates were scaled from a topographic map and have
 JB1433.an estimated accuracy of +/- 6 seconds.
 JB1433
 JB1433.The orthometric height was determined by differential leveling
 JB1433.and adjusted by the National Geodetic Survey in June 1991..
 JB1433
 JB1433.The geoid height was determined by GEOID03.
 JB1433
 JB1433.The dynamic height is computed by dividing the NAVD 88
 JB1433.geopotential number by the normal gravity value computed on the
 JB1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1433.degrees latitude (g = 980.6199 gals.).
 JB1433
 JB1433.The modeled gravity was interpolated from observed gravity values.
 JB1433
 JB1433;                    North         East    Units  Estimated Accuracy
 JB1433;SPC IL W     -   214,120.      717,540.      MT  (+/- 180 meters Scaled)
 JB1433
 JB1433                          SUPERSEDED SURVEY CONTROL
 JB1433
 JB1433  NGVD 29 (??/??/92)  172.066  (m)          564.52   (f) ADJ UNCH    2 0
 JB1433
 JB1433.Superseded values are not recommended for survey control.
 JB1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1433.See file dsdata.txt to determine how the superseded data were derived.
 JB1433
 JB1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH417760(NAD 83)
 JB1433_MARKER: DB = BENCH MARK DISK
 JB1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1433_STAMPING: G 249 1961
 JB1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1433+STABILITY: SURFACE MOTION
 JB1433
 JB1433  HISTORY     - Date     Condition        Report By
 JB1433  HISTORY     - 1961     MONUMENTED       CGS
 JB1433  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1433
 JB1433                          STATION DESCRIPTION
 JB1433
 JB1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1433'3.2 MI W FROM O FALLON.
 JB1433'ABOUT 0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1433'ITS STATION IN OFALLON, THENCE 0.7 MILE WEST ALONG A CONCRETE
 JB1433'PAVED ROAD, THENCE 1.8 MILES WEST ALONG U.S. HIGHWAY 50, THENCE
 JB1433'0.2 MILE NORTH ALONG AN ASPHALT PAVED ROAD, AT THE JUNCTION OF
 JB1433'WEST WASHINGTON STREET IN THE SMALL COMMUNITY OF HOMESTEAD, 127
 JB1433'FEET EAST OF THE CENTER LINE OF THE ASPHALT PAVED ROAD, 24 FEET
 JB1433'NORTH OF THE CENTER LINE OF WEST WASHINGTON STREET, 29.5 FEET
 JB1433'EAST OF THE CENTER LINE OF A DRIVE TO A HOUSE, 0.5 FOOT SOUTH
 JB1433'OF A FENCE, 20 FEET EAST OF A FENCE CORNER, 1.8 FEET EAST OF A
 JB1433'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF WEST WASHINGTON
 JB1433'STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JB1433'GROUND.
 JB1433
 JB1433                          STATION RECOVERY (1987)
 JB1433
 JB1433'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1918 ***********************************************************************
 LB1918  DESIGNATION -  G 25
 LB1918  PID         -  LB1918
 LB1918  STATE/COUNTY-  IL/IROQUOIS
 LB1918  USGS QUAD   -  WOODWORTH (1986)
 LB1918
 LB1918                         *CURRENT SURVEY CONTROL
 LB1918  ___________________________________________________________________
 LB1918* NAD 83(1986)-  40 43 19.     (N)    087 51 35.     (W)     SCALED    
 LB1918* NAVD 88     -       198.312  (meters)     650.63   (feet)  ADJUSTED  
 LB1918  ___________________________________________________________________
 LB1918  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LB1918  DYNAMIC HT  -         198.222 (meters)     650.33  (feet)  COMP
 LB1918  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 LB1918
 LB1918  VERT ORDER  -  SECOND    CLASS 0
 LB1918
 LB1918.The horizontal coordinates were scaled from a topographic map and have
 LB1918.an estimated accuracy of +/- 6 seconds.
 LB1918
 LB1918.The orthometric height was determined by differential leveling
 LB1918.and adjusted by the National Geodetic Survey in June 1991..
 LB1918
 LB1918.The geoid height was determined by GEOID03.
 LB1918
 LB1918.The dynamic height is computed by dividing the NAVD 88
 LB1918.geopotential number by the normal gravity value computed on the
 LB1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1918.degrees latitude (g = 980.6199 gals.).
 LB1918
 LB1918.The modeled gravity was interpolated from observed gravity values.
 LB1918
 LB1918;                    North         East    Units  Estimated Accuracy
 LB1918;SPC IL E     -   450,270.      340,010.      MT  (+/- 180 meters Scaled)
 LB1918
 LB1918                          SUPERSEDED SURVEY CONTROL
 LB1918
 LB1918  NGVD 29 (??/??/92)  198.381  (m)          650.86   (f) ADJ UNCH    2 0
 LB1918
 LB1918.Superseded values are not recommended for survey control.
 LB1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1918.See file dsdata.txt to determine how the superseded data were derived.
 LB1918
 LB1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL273082(NAD 83)
 LB1918_MARKER: DB = BENCH MARK DISK
 LB1918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1918_SP_SET: BRIDGE
 LB1918_STAMPING: G 25 1935
 LB1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1918
 LB1918  HISTORY     - Date     Condition        Report By
 LB1918  HISTORY     - 1935     MONUMENTED       CGS
 LB1918  HISTORY     - 1954     GOOD             NGS
 LB1918
 LB1918                          STATION DESCRIPTION
 LB1918
 LB1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1918'3.4 MI S FROM CRESCENT CITY.
 LB1918'ABOUT 3.35 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE
 LB1918'INTERSECTION OF U.S. HIGHWAY 24 AT CRESCENT CITY, ABOUT 0.3 MILE
 LB1918'NORTH OF A CROSSROAD, ABOUT 0.7 MILE NORTH OF ONARGA-WOODLAND
 LB1918'CROSSROADS, IN THE TOP OF SOUTHEAST END OF NORTHWEST WING WALL
 LB1918'OF A 20-FOOT CONCRETE BRIDGE, 19 FEET WEST OF CENTER LINE OF
 LB1918'HIGHWAY, 1/2 FOOT WEST OF CONCRETE BANISTER AND ABOUT LEVEL WITH
 LB1918'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1274 ***********************************************************************
 JB1274  DESIGNATION -  G 250
 JB1274  PID         -  JB1274
 JB1274  STATE/COUNTY-  IL/CLINTON
 JB1274  USGS QUAD   -  OKAWVILLE (1981)
 JB1274
 JB1274                         *CURRENT SURVEY CONTROL
 JB1274  ___________________________________________________________________
 JB1274* NAD 83(1986)-  38 29 59.     (N)    089 35 36.     (W)     SCALED    
 JB1274* NAVD 88     -       122.881  (meters)     403.15   (feet)  ADJUSTED  
 JB1274  ___________________________________________________________________
 JB1274  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 JB1274  DYNAMIC HT  -         122.805 (meters)     402.90  (feet)  COMP
 JB1274  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 JB1274
 JB1274  VERT ORDER  -  SECOND    CLASS 0
 JB1274
 JB1274.The horizontal coordinates were scaled from a topographic map and have
 JB1274.an estimated accuracy of +/- 6 seconds.
 JB1274
 JB1274.The orthometric height was determined by differential leveling
 JB1274.and adjusted by the National Geodetic Survey in June 1991..
 JB1274
 JB1274.The geoid height was determined by GEOID03.
 JB1274
 JB1274.The dynamic height is computed by dividing the NAVD 88
 JB1274.geopotential number by the normal gravity value computed on the
 JB1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1274.degrees latitude (g = 980.6199 gals.).
 JB1274
 JB1274.The modeled gravity was interpolated from observed gravity values.
 JB1274
 JB1274;                    North         East    Units  Estimated Accuracy
 JB1274;SPC IL W     -   203,590.      750,010.      MT  (+/- 180 meters Scaled)
 JB1274
 JB1274                          SUPERSEDED SURVEY CONTROL
 JB1274
 JB1274  NGVD 29 (??/??/92)  123.002  (m)          403.55   (f) ADJ UNCH    2 0
 JB1274
 JB1274.Superseded values are not recommended for survey control.
 JB1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1274.See file dsdata.txt to determine how the superseded data were derived.
 JB1274
 JB1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH738644(NAD 83)
 JB1274_MARKER: DB = BENCH MARK DISK
 JB1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1274_STAMPING: G 250 1961
 JB1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1274+STABILITY: SURFACE MOTION
 JB1274
 JB1274  HISTORY     - Date     Condition        Report By
 JB1274  HISTORY     - 1961     MONUMENTED       CGS
 JB1274
 JB1274                          STATION DESCRIPTION
 JB1274
 JB1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1274'2.4 MI SE FROM DAMIANSVILLE.
 JB1274'ABOUT 1.65 MILES EAST ALONG AN ASPHALT PAVED ROAD FROM ST
 JB1274'DAMIANS CHURCH AND SCHOOL IN DAMIANSVILLE, THENCE 0.7 MILE SOUTH
 JB1274'ALONG A DIRT ROAD, AT A FENCE CORNER WEST OF THE ROAD, 23 FEET
 JB1274'WEST OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A FENCE, 11
 JB1274'FEET SOUTH OF THE FENCE CORNER, 11 FEET SOUTH OF A 12 INCH ASH
 JB1274'TREE, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JB1274'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JB1274'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1158 ***********************************************************************
 JB1158  DESIGNATION -  G 251
 JB1158  PID         -  JB1158
 JB1158  STATE/COUNTY-  IL/WASHINGTON
 JB1158  USGS QUAD   -  HOYLETON (1974)
 JB1158
 JB1158                         *CURRENT SURVEY CONTROL
 JB1158  ___________________________________________________________________
 JB1158* NAD 83(1986)-  38 24 03.     (N)    089 17 36.     (W)     SCALED    
 JB1158* NAVD 88     -       151.059  (meters)     495.60   (feet)  ADJUSTED  
 JB1158  ___________________________________________________________________
 JB1158  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JB1158  DYNAMIC HT  -         150.963 (meters)     495.28  (feet)  COMP
 JB1158  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 JB1158
 JB1158  VERT ORDER  -  SECOND    CLASS 0
 JB1158
 JB1158.The horizontal coordinates were scaled from a topographic map and have
 JB1158.an estimated accuracy of +/- 6 seconds.
 JB1158
 JB1158.The orthometric height was determined by differential leveling
 JB1158.and adjusted by the National Geodetic Survey in June 1991..
 JB1158
 JB1158.The geoid height was determined by GEOID03.
 JB1158
 JB1158.The dynamic height is computed by dividing the NAVD 88
 JB1158.geopotential number by the normal gravity value computed on the
 JB1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1158.degrees latitude (g = 980.6199 gals.).
 JB1158
 JB1158.The modeled gravity was interpolated from observed gravity values.
 JB1158
 JB1158;                    North         East    Units  Estimated Accuracy
 JB1158;SPC IL W     -   192,820.      776,280.      MT  (+/- 180 meters Scaled)
 JB1158
 JB1158                          SUPERSEDED SURVEY CONTROL
 JB1158
 JB1158  NGVD 29 (??/??/92)  151.180  (m)          496.00   (f) ADJ UNCH    2 0
 JB1158
 JB1158.Superseded values are not recommended for survey control.
 JB1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1158.See file dsdata.txt to determine how the superseded data were derived.
 JB1158
 JB1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH997527(NAD 83)
 JB1158_MARKER: DB = BENCH MARK DISK
 JB1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1158_STAMPING: G 251 1961
 JB1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1158+STABILITY: SURFACE MOTION
 JB1158
 JB1158  HISTORY     - Date     Condition        Report By
 JB1158  HISTORY     - 1961     MONUMENTED       CGS
 JB1158
 JB1158                          STATION DESCRIPTION
 JB1158
 JB1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1158'4 MI SW FROM HOYLETON.
 JB1158'ABOUT 0.10 MILE WEST ALONG STATE HIGHWAY 177 FROM THE POST OFFICE
 JB1158'IN HOYLETON, THENCE 2.5 MILES SOUTH ALONG AN ASPHALT PAVED ROAD,
 JB1158'THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE SOUTH
 JB1158'ALONG A DIRT ROAD, AT A FENCE CORNER EAST OF THE ROAD, 19 FEET
 JB1158'EAST OF THE CENTER LINE OF THE ROAD, 130 FEET NORTH OF THE
 JB1158'FENCE CORNER, 94 FEET NORTHEAST OF THE WEST END OF THE NORTH
 JB1158'ONE OF TWO CONCRETE PIPE CULVERTS, 113 FEET SOUTH OF A TRIANGLE
 JB1158'BLAZED ASH TREE, 1 FOOT WEST OF A FENCE, 2.2 FEET SOUTH-SOUTHWEST
 JB1158'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JB1158'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0433 ***********************************************************************
 JB0433  DESIGNATION -  G 252
 JB0433  PID         -  JB0433
 JB0433  STATE/COUNTY-  IL/JEFFERSON
 JB0433  USGS QUAD   -  MOUNT VERNON (1978)
 JB0433
 JB0433                         *CURRENT SURVEY CONTROL
 JB0433  ___________________________________________________________________
 JB0433* NAD 83(1986)-  38 17 12.     (N)    088 59 13.     (W)     SCALED    
 JB0433* NAVD 88     -       129.761  (meters)     425.72   (feet)  ADJUSTED  
 JB0433  ___________________________________________________________________
 JB0433  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB0433  DYNAMIC HT  -         129.679 (meters)     425.46  (feet)  COMP
 JB0433  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 JB0433
 JB0433  VERT ORDER  -  SECOND    CLASS 0
 JB0433
 JB0433.The horizontal coordinates were scaled from a topographic map and have
 JB0433.an estimated accuracy of +/- 6 seconds.
 JB0433
 JB0433.The orthometric height was determined by differential leveling
 JB0433.and adjusted by the National Geodetic Survey in June 1991..
 JB0433
 JB0433.The geoid height was determined by GEOID03.
 JB0433
 JB0433.The dynamic height is computed by dividing the NAVD 88
 JB0433.geopotential number by the normal gravity value computed on the
 JB0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0433.degrees latitude (g = 980.6199 gals.).
 JB0433
 JB0433.The modeled gravity was interpolated from observed gravity values.
 JB0433
 JB0433;                    North         East    Units  Estimated Accuracy
 JB0433;SPC IL E     -   180,000.      242,820.      MT  (+/- 180 meters Scaled)
 JB0433
 JB0433                          SUPERSEDED SURVEY CONTROL
 JB0433
 JB0433  NGVD 29 (??/??/92)  129.872  (m)          426.09   (f) ADJ UNCH    2 0
 JB0433
 JB0433.Superseded values are not recommended for survey control.
 JB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0433.See file dsdata.txt to determine how the superseded data were derived.
 JB0433
 JB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH262394(NAD 83)
 JB0433_MARKER: DB = BENCH MARK DISK
 JB0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0433_STAMPING: G 252 1961
 JB0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0433+STABILITY: SURFACE MOTION
 JB0433
 JB0433  HISTORY     - Date     Condition        Report By
 JB0433  HISTORY     - 1961     MONUMENTED       CGS
 JB0433
 JB0433                          STATION DESCRIPTION
 JB0433
 JB0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0433'6.2 MI SW FROM MT VERNON.
 JB0433'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE COURTHOUSE
 JB0433'IN MT. VERNON, THENCE 1.6 MILES SOUTH ALONG AN OILED ROAD,
 JB0433'THENCE 0.65 MILE WEST ALONG A DIRT ROAD, ABOUT 0.4 MILE WEST OF
 JB0433'A FARMHOUSE SOUTH OF THE ROAD, AND ABOUT 0.10 MILE WEST OF A FENCE
 JB0433'CORNER SOUTH OF THE ROAD, 13.5 FEET NORTH OF THE CENTER OF THE
 JB0433'ROAD, 7 FEET EAST OF A TRIANGLE BLAZED OAK TREE, 9 FEET SOUTHWEST
 JB0433'OF A TRIANGLE BLAZED TRIPLE TRUNK OAK TREE, 124 FEET WEST OF THE
 JB0433'EXTENDED CENTER OF A FIELD ENTRANCE SOUTH OF THE ROAD, 1.8 FEET
 JB0433'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JB0433'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1551 ***********************************************************************
 JB1551  DESIGNATION -  G 253 RESET 1976
 JB1551  PID         -  JB1551
 JB1551  STATE/COUNTY-  IL/WAYNE
 JB1551  USGS QUAD   -  WAYNE CITY (1973)
 JB1551
 JB1551                         *CURRENT SURVEY CONTROL
 JB1551  ___________________________________________________________________
 JB1551* NAD 83(1986)-  38 18 25.     (N)    088 35 17.     (W)     SCALED    
 JB1551* NAVD 88     -       123.68   (+/-2cm)     405.8    (feet)  VERTCON   
 JB1551  ___________________________________________________________________
 JB1551  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JB1551
 JB1551  VERT ORDER  -  THIRD (See Below)
 JB1551
 JB1551.The horizontal coordinates were scaled from a topographic map and have
 JB1551.an estimated accuracy of +/- 6 seconds.
 JB1551
 JB1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1551.The vertical order pertains to the NGVD 29 superseded value.
 JB1551
 JB1551.The geoid height was determined by GEOID03.
 JB1551
 JB1551;                    North         East    Units  Estimated Accuracy
 JB1551;SPC IL E     -   182,080.      277,720.      MT  (+/- 180 meters Scaled)
 JB1551
 JB1551                          SUPERSEDED SURVEY CONTROL
 JB1551
 JB1551  NGVD 29 (03/28/06)  123.81   (m)          406.2    (f) RESET       3  
 JB1551
 JB1551.Superseded values are not recommended for survey control.
 JB1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1551.See file dsdata.txt to determine how the superseded data were derived.
 JB1551
 JB1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH611410(NAD 83)
 JB1551_MARKER: DB = BENCH MARK DISK
 JB1551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1551_SP_SET: PIER
 JB1551_STAMPING: G 253 RESET 1976
 JB1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1551
 JB1551  HISTORY     - Date     Condition        Report By
 JB1551  HISTORY     - 1976     MONUMENTED       ILDT
 JB1551
 JB1551                          STATION DESCRIPTION
 JB1551
 JB1551'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 JB1551'2.8 MI SOUTH FROM WAYNE CITY.
 JB1551'2.8 MILES SOUTH ON STATE HIGHWAY 142 FROM ITS JUNCTION WITH STATE
 JB1551'HIGHWAY 15 IN WAYNE CITY, IN TOP OF THE SOUTHWEST END OF NORTHWEST
 JB1551'BRIDGE PIER OF A 120 FOOT CONCRETE BRIDGE OVER FOUR MILE CREEK, AND 15
 JB1551'FEET WEST OF THE CENTER OF HIGHWAY.
 JB1551'THE MARK IS 2.0 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0264 ***********************************************************************
 JB0264  DESIGNATION -  G 254
 JB0264  PID         -  JB0264
 JB0264  STATE/COUNTY-  IL/WHITE
 JB0264  USGS QUAD   -  CENTERVILLE (1974)
 JB0264
 JB0264                         *CURRENT SURVEY CONTROL
 JB0264  ___________________________________________________________________
 JB0264* NAD 83(1986)-  38 14 32.     (N)    088 08 26.     (W)     SCALED    
 JB0264* NAVD 88     -       115.442  (meters)     378.75   (feet)  ADJUSTED  
 JB0264  ___________________________________________________________________
 JB0264  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB0264  DYNAMIC HT  -         115.368 (meters)     378.50  (feet)  COMP
 JB0264  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 JB0264
 JB0264  VERT ORDER  -  SECOND    CLASS 0
 JB0264
 JB0264.The horizontal coordinates were scaled from a topographic map and have
 JB0264.an estimated accuracy of +/- 6 seconds.
 JB0264
 JB0264.The orthometric height was determined by differential leveling
 JB0264.and adjusted by the National Geodetic Survey in June 1991..
 JB0264
 JB0264.The geoid height was determined by GEOID03.
 JB0264
 JB0264.The dynamic height is computed by dividing the NAVD 88
 JB0264.geopotential number by the normal gravity value computed on the
 JB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0264.degrees latitude (g = 980.6199 gals.).
 JB0264
 JB0264.The modeled gravity was interpolated from observed gravity values.
 JB0264
 JB0264;                    North         East    Units  Estimated Accuracy
 JB0264;SPC IL E     -   174,880.      316,880.      MT  (+/- 180 meters Scaled)
 JB0264
 JB0264                          SUPERSEDED SURVEY CONTROL
 JB0264
 JB0264  NGVD 29 (??/??/92)  115.568  (m)          379.16   (f) ADJ UNCH    2 0
 JB0264
 JB0264.Superseded values are not recommended for survey control.
 JB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0264.See file dsdata.txt to determine how the superseded data were derived.
 JB0264
 JB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH001333(NAD 83)
 JB0264_MARKER: DB = BENCH MARK DISK
 JB0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0264_SP_SET: BRIDGE
 JB0264_STAMPING: G 254 1961
 JB0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0264
 JB0264  HISTORY     - Date     Condition        Report By
 JB0264  HISTORY     - 1961     MONUMENTED       CGS
 JB0264
 JB0264                          STATION DESCRIPTION
 JB0264
 JB0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0264'6.8 MI SE FROM BURNT PRAIRIE.
 JB0264'ABOUT 4.3 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0264'BURNT PRAIRIE, THENCE FROM THE END OF BLACK TOP CONTINUE 2.1 MILES
 JB0264'EAST ON GRAVELED ROAD, THENCE 0.35 MILE SOUTH ON GRAVELED ROAD,
 JB0264'ABOUT 0.1 MILE NORTH OF HOUSE WEST OF ROAD, 10 FEET EAST OF
 JB0264'CENTER OF ROAD, AND SET IN TOP OF THE SOUTH END OF THE CONCRETE
 JB0264'BACKWALL OF A 15 FOOT CONCRETE BRIDGE, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0276 ***********************************************************************
 KC0276  CBN         -  This is a Cooperative Base Network Control Station.
 KC0276  DESIGNATION -  G 255
 KC0276  PID         -  KC0276
 KC0276  STATE/COUNTY-  IL/MORGAN
 KC0276  USGS QUAD   -  COOPERSTOWN (1980)
 KC0276
 KC0276                         *CURRENT SURVEY CONTROL
 KC0276  ___________________________________________________________________
 KC0276* NAD 83(1997)-  39 52 33.38018(N)    090 30 19.52887(W)     ADJUSTED  
 KC0276* NAVD 88     -       134.714  (meters)     441.97   (feet)  ADJUSTED  
 KC0276  ___________________________________________________________________
 KC0276  X           -     -43,238.298 (meters)                     COMP
 KC0276  Y           -  -4,901,437.989 (meters)                     COMP
 KC0276  Z           -   4,067,489.100 (meters)                     COMP
 KC0276  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KC0276  ELLIP HEIGHT-         101.87  (meters)          (10/15/04) GPS OBS
 KC0276  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KC0276  DYNAMIC HT  -         134.642 (meters)     441.74  (feet)  COMP
 KC0276  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 KC0276
 KC0276  HORZ ORDER  -  B
 KC0276  VERT ORDER  -  FIRST     CLASS II
 KC0276  ELLP ORDER  -  FOURTH    CLASS II
 KC0276
 KC0276.The horizontal coordinates were established by GPS observations
 KC0276.and adjusted by the National Geodetic Survey in July 1998..
 KC0276
 KC0276.The orthometric height was determined by differential leveling
 KC0276.and adjusted by the National Geodetic Survey in June 1991..
 KC0276
 KC0276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0276
 KC0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0276
 KC0276.The ellipsoidal height was determined by GPS observations
 KC0276.and is referenced to NAD 83.
 KC0276
 KC0276.The geoid height was determined by GEOID03.
 KC0276
 KC0276.The dynamic height is computed by dividing the NAVD 88
 KC0276.geopotential number by the normal gravity value computed on the
 KC0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0276.degrees latitude (g = 980.6199 gals.).
 KC0276
 KC0276.The modeled gravity was interpolated from observed gravity values.
 KC0276
 KC0276;                    North         East     Units Scale Factor Converg.
 KC0276;SPC IL W     -   356,268.605   671,021.537   MT  0.99995151   -0 13 01.9
 KC0276;SPC IL W     - 1,168,857.91  2,201,509.83   sFT  0.99995151   -0 13 01.9
 KC0276;UTM  15      - 4,416,966.300   713,333.185   MT  1.00016032   +1 35 59.8
 KC0276
 KC0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0276!SPC IL W     -   0.99998402  x   0.99995151  =   0.99993553
 KC0276!UTM  15      -   0.99998402  x   1.00016032  =   1.00014434
 KC0276
 KC0276                          SUPERSEDED SURVEY CONTROL
 KC0276
 KC0276  ELLIP H (07/17/98)  101.92   (m)                       GP(       ) 4 1
 KC0276  NAVD 88 (07/17/98)  134.71   (m)          442.0    (f) LEVELING    3  
 KC0276  NGVD 29 (??/??/92)  134.827  (m)          442.34   (f) ADJ UNCH    1 2
 KC0276
 KC0276.Superseded values are not recommended for survey control.
 KC0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0276.See file dsdata.txt to determine how the superseded data were derived.
 KC0276
 KC0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1333316966(NAD 83)
 KC0276_MARKER: DB = BENCH MARK DISK
 KC0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0276_STAMPING: G 255 1961
 KC0276_MARK LOGO: CGS   
 KC0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0276+STABILITY: SURFACE MOTION
 KC0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0276+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 KC0276
 KC0276  HISTORY     - Date     Condition        Report By
 KC0276  HISTORY     - 1961     MONUMENTED       CGS
 KC0276  HISTORY     - 19970327 GOOD             NGS
 KC0276  HISTORY     - 19980709 GOOD             ILDT
 KC0276  HISTORY     - 19980716 GOOD             NGS
 KC0276  HISTORY     - 20040202 GOOD             ILDT
 KC0276
 KC0276                          STATION DESCRIPTION
 KC0276
 KC0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0276'9.3 MI N FROM BLUFFS.
 KC0276'ABOUT 9.3 MILES NORTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0276'OF THE WABASH RAILROAD AT BLUFFS, NEAR THE MORGAN-CASS COUNTY
 KC0276'LINE, AT THE JUNCTION OF A DRIVE LEADING WEST ALONG THE COUNTY
 KC0276'LINE, 39 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 158
 KC0276'FEET SOUTH OF THE CENTER LINE OF DRIVE AND THE COUNTY LINE, 72
 KC0276'FEET NORTH OF A TELEPHONE POLE, 5 FEET SOUTH OF A T FENCE CORNER,
 KC0276'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 1 1/2 FEET NORTH OF A
 KC0276'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 KC0276'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 KC0276'GROUND.  NOTE-- THIS MARK MAY BE REACHED BY GOING 10.0 MILES
 KC0276'SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION WITH U.S.
 KC0276'HIGHWAY 67 AT BEARDSTOWN.
 KC0276
 KC0276                          STATION RECOVERY (1997)
 KC0276
 KC0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KC0276'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF BLUFFS AND 10
 KC0276'MI (16.1 KM) SOUTH OF BEARDSTOWN ALONG U.S. HIGHWAY 67 AND STATE ROUTE
 KC0276'100, NEAR THE MORGAN/CASS COUNTY LINE.  IT IS 47.2 M (154.9 FT) SOUTH
 KC0276'OF THE CENTER OF MORGAN CASS COUNTY ROAD (COUNTY LINE), 12.0 M (39.4
 KC0276'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A
 KC0276'METAL WITNESS POST, AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS
 KC0276'POST.
 KC0276
 KC0276                          STATION RECOVERY (1998)
 KC0276
 KC0276'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (JK)
 KC0276'RECOVERED AS DESCRIBED
 KC0276' 
 KC0276'
 KC0276
 KC0276                          STATION RECOVERY (1998)
 KC0276
 KC0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GW)
 KC0276'RECOVERED AS DESCRIBED
 KC0276'
 KC0276
 KC0276                          STATION RECOVERY (2004)
 KC0276
 KC0276'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DL)
 KC0276'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0799 ***********************************************************************
 JB0799  DESIGNATION -  G 256
 JB0799  PID         -  JB0799
 JB0799  STATE/COUNTY-  IL/FAYETTE
 JB0799  USGS QUAD   -  PATOKA (1981)
 JB0799
 JB0799                         *CURRENT SURVEY CONTROL
 JB0799  ___________________________________________________________________
 JB0799* NAD 83(1986)-  38 49 25.     (N)    089 05 16.     (W)     SCALED    
 JB0799* NAVD 88     -       156.883  (meters)     514.71   (feet)  ADJUSTED  
 JB0799  ___________________________________________________________________
 JB0799  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JB0799  DYNAMIC HT  -         156.786 (meters)     514.39  (feet)  COMP
 JB0799  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 JB0799
 JB0799  VERT ORDER  -  FIRST     CLASS I
 JB0799
 JB0799.The horizontal coordinates were scaled from a topographic map and have
 JB0799.an estimated accuracy of +/- 6 seconds.
 JB0799
 JB0799.The orthometric height was determined by differential leveling
 JB0799.and adjusted by the National Geodetic Survey in June 1991..
 JB0799
 JB0799.The geoid height was determined by GEOID03.
 JB0799
 JB0799.The dynamic height is computed by dividing the NAVD 88
 JB0799.geopotential number by the normal gravity value computed on the
 JB0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0799.degrees latitude (g = 980.6199 gals.).
 JB0799
 JB0799.The modeled gravity was interpolated from observed gravity values.
 JB0799
 JB0799;                    North         East    Units  Estimated Accuracy
 JB0799;SPC IL E     -   239,670.      234,480.      MT  (+/- 180 meters Scaled)
 JB0799
 JB0799                          SUPERSEDED SURVEY CONTROL
 JB0799
 JB0799  NGVD 29 (??/??/92)  156.997  (m)          515.08   (f) ADJ UNCH    1 1
 JB0799
 JB0799.Superseded values are not recommended for survey control.
 JB0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0799.See file dsdata.txt to determine how the superseded data were derived.
 JB0799
 JB0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH187992(NAD 83)
 JB0799_MARKER: DB = BENCH MARK DISK
 JB0799_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0799_SP_SET: CULVERT
 JB0799_STAMPING: G 256 1961
 JB0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0799
 JB0799  HISTORY     - Date     Condition        Report By
 JB0799  HISTORY     - 1961     MONUMENTED       CGS
 JB0799  HISTORY     - 1969     GOOD             NGS
 JB0799
 JB0799                          STATION DESCRIPTION
 JB0799
 JB0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0799'4.9 MI N FROM PATOKA.
 JB0799'ABOUT 4.9 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0799'THE POST OFFICE AT PATOKA, 0.3 MILE NORTH OF MILEPOST 680, 0.1
 JB0799'MILE NORTH OF THE FAYETTE-MARION COUNTY LINE, 70 YARDS EAST AND
 JB0799'ACROSS U.S. HIGHWAY 51 FROM THE EAST RAIL, 42 FEET EAST OF THE
 JB0799'CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 0.5 FOOT SOUTH OF
 JB0799'THE NORTH END OF THE EAST CONCRETE HEADWALL OF A 6-FOOT CONCRETE
 JB0799'CULVERT UNDER THE HIGHWAY, AND ABOUT 6 FEET BELOW THE LEVEL OF
 JB0799'THE HIGHWAY.  SEC 33, T 5 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0803 ***********************************************************************
 KB0803  DESIGNATION -  G 257
 KB0803  PID         -  KB0803
 KB0803  STATE/COUNTY-  IL/FAYETTE
 KB0803  USGS QUAD   -  VERA (1982)
 KB0803
 KB0803                         *CURRENT SURVEY CONTROL
 KB0803  ___________________________________________________________________
 KB0803* NAD 83(1986)-  39 03 57.     (N)    089 06 40.     (W)     SCALED    
 KB0803* NAVD 88     -       163.368  (meters)     535.98   (feet)  ADJUSTED  
 KB0803  ___________________________________________________________________
 KB0803  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KB0803  DYNAMIC HT  -         163.268 (meters)     535.66  (feet)  COMP
 KB0803  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 KB0803
 KB0803  VERT ORDER  -  FIRST     CLASS I
 KB0803
 KB0803.The horizontal coordinates were scaled from a topographic map and have
 KB0803.an estimated accuracy of +/- 6 seconds.
 KB0803
 KB0803.The orthometric height was determined by differential leveling
 KB0803.and adjusted by the National Geodetic Survey in June 1991..
 KB0803
 KB0803.The geoid height was determined by GEOID03.
 KB0803
 KB0803.The dynamic height is computed by dividing the NAVD 88
 KB0803.geopotential number by the normal gravity value computed on the
 KB0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0803.degrees latitude (g = 980.6199 gals.).
 KB0803
 KB0803.The modeled gravity was interpolated from observed gravity values.
 KB0803
 KB0803;                    North         East    Units  Estimated Accuracy
 KB0803;SPC IL E     -   266,570.      232,690.      MT  (+/- 180 meters Scaled)
 KB0803
 KB0803                          SUPERSEDED SURVEY CONTROL
 KB0803
 KB0803  NGVD 29 (??/??/92)  163.472  (m)          536.32   (f) ADJ UNCH    1 1
 KB0803
 KB0803.Superseded values are not recommended for survey control.
 KB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0803.See file dsdata.txt to determine how the superseded data were derived.
 KB0803
 KB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ173262(NAD 83)
 KB0803_MARKER: DB = BENCH MARK DISK
 KB0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0803_SP_SET: CULVERT
 KB0803_STAMPING: G 257 1961
 KB0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0803
 KB0803  HISTORY     - Date     Condition        Report By
 KB0803  HISTORY     - 1961     MONUMENTED       CGS
 KB0803  HISTORY     - 1969     GOOD             NGS
 KB0803  HISTORY     - 1976     GOOD             NGS
 KB0803
 KB0803                          STATION DESCRIPTION
 KB0803
 KB0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0803'5 MI S FROM RAMSEY.
 KB0803'ABOUT 5.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0803'THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, 0.25 MILE NORTH OF
 KB0803'MILEPOST 697, 19 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF
 KB0803'THE NORTH END OF THE WEST CONCRETE HEADWALL OF A 12-FOOT CONCRETE
 KB0803'ARCH CULVERT, 1 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, AND
 KB0803'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.  SEC 8, T 7 N, R 1 E.
 KB0803
 KB0803                          STATION RECOVERY (1976)
 KB0803
 KB0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0229 ***********************************************************************
 LD0229  DESIGNATION -  G 258
 LD0229  PID         -  LD0229
 LD0229  STATE/COUNTY-  IL/MASON
 LD0229  USGS QUAD   -  BATH (1981)
 LD0229
 LD0229                         *CURRENT SURVEY CONTROL
 LD0229  ___________________________________________________________________
 LD0229* NAD 83(1997)-  40 09 23.37486(N)    090 09 18.18022(W)     ADJUSTED  
 LD0229* NAVD 88     -       142.670  (meters)     468.08   (feet)  ADJUSTED  
 LD0229  ___________________________________________________________________
 LD0229  X           -     -13,210.259 (meters)                     COMP
 LD0229  Y           -  -4,881,586.104 (meters)                     COMP
 LD0229  Z           -   4,091,352.144 (meters)                     COMP
 LD0229  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LD0229  ELLIP HEIGHT-         109.73  (meters)          (02/03/05) GPS OBS
 LD0229  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LD0229  DYNAMIC HT  -         142.598 (meters)     467.84  (feet)  COMP
 LD0229  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 LD0229
 LD0229  HORZ ORDER  -  FIRST
 LD0229  VERT ORDER  -  FIRST     CLASS II
 LD0229  ELLP ORDER  -  FOURTH    CLASS II
 LD0229
 LD0229.The horizontal coordinates were established by GPS observations
 LD0229.and adjusted by the National Geodetic Survey in December 2004..
 LD0229
 LD0229.The orthometric height was determined by differential leveling
 LD0229.and adjusted by the National Geodetic Survey in June 1991..
 LD0229
 LD0229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0229
 LD0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0229
 LD0229.The ellipsoidal height was determined by GPS observations
 LD0229.and is referenced to NAD 83.
 LD0229
 LD0229.The geoid height was determined by GEOID03.
 LD0229
 LD0229.The dynamic height is computed by dividing the NAVD 88
 LD0229.geopotential number by the normal gravity value computed on the
 LD0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0229.degrees latitude (g = 980.6199 gals.).
 LD0229
 LD0229.The modeled gravity was interpolated from observed gravity values.
 LD0229
 LD0229;                    North         East     Units Scale Factor Converg.
 LD0229;SPC IL W     -   387,363.220   700,989.660   MT  0.99994119   +0 00 27.0
 LD0229;SPC IL W     - 1,270,874.16  2,299,830.24   sFT  0.99994119   +0 00 27.0
 LD0229;UTM  15      - 4,449,007.776   742,305.744   MT  1.00032282   +1 50 07.9
 LD0229
 LD0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0229!SPC IL W     -   0.99998279  x   0.99994119  =   0.99992398
 LD0229!UTM  15      -   0.99998279  x   1.00032282  =   1.00030560
 LD0229
 LD0229                          SUPERSEDED SURVEY CONTROL
 LD0229
 LD0229  ELLIP H (12/06/04)  109.76   (m)                       GP(       ) 4 1
 LD0229  NAVD 88 (12/06/04)  142.67   (m)          468.1    (f) LEVELING    3  
 LD0229  NGVD 29 (??/??/92)  142.768  (m)          468.40   (f) ADJ UNCH    1 2
 LD0229
 LD0229.Superseded values are not recommended for survey control.
 LD0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0229.See file dsdata.txt to determine how the superseded data were derived.
 LD0229
 LD0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4230649008(NAD 83)
 LD0229_MARKER: DB = BENCH MARK DISK
 LD0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0229_STAMPING: G 258 1961
 LD0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0229+STABILITY: SURFACE MOTION
 LD0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0229+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 LD0229
 LD0229  HISTORY     - Date     Condition        Report By
 LD0229  HISTORY     - 1961     MONUMENTED       CGS
 LD0229  HISTORY     - 20040517 GOOD             ILDT
 LD0229  HISTORY     - 20050501 GOOD             ILDT
 LD0229
 LD0229                          STATION DESCRIPTION
 LD0229
 LD0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0229'2.6 MI S FROM BATH.
 LD0229'ABOUT 2.65 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE CENTER OF
 LD0229'THE PARK IN THE TOWN OF BATH, NEAR THE JUNCTION OF A ROAD LEADING
 LD0229'WEST, 38.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 188 FEET
 LD0229'NORTH OF THE CENTER LINE OF THE ROAD WEST, 4 1/2 FEET SOUTH OF A
 LD0229'TELEPHONE POLE, 133 FEET NORTH OF THE SOUTH END OF ROW OF SHORT
 LD0229'LEAF PINE TREES, 1.8 FEET NORTH OF A METAL WITNESS POST, 1 FOOT
 LD0229'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 LD0229'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LD0229
 LD0229                          STATION RECOVERY (2004)
 LD0229
 LD0229'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004
 LD0229'RECOVERED AS DESCRIBED
 LD0229
 LD0229                          STATION RECOVERY (2005)
 LD0229
 LD0229'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (FJH)
 LD0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0500 ***********************************************************************
 LC0500  DESIGNATION -  G 259
 LC0500  PID         -  LC0500
 LC0500  STATE/COUNTY-  IL/DE WITT
 LC0500  USGS QUAD   -  CLINTON (1979)
 LC0500
 LC0500                         *CURRENT SURVEY CONTROL
 LC0500  ___________________________________________________________________
 LC0500* NAD 83(1986)-  40 07 45.     (N)    088 57 19.     (W)     SCALED    
 LC0500* NAVD 88     -       224.908  (meters)     737.89   (feet)  ADJUSTED  
 LC0500  ___________________________________________________________________
 LC0500  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC0500  DYNAMIC HT  -         224.793 (meters)     737.51  (feet)  COMP
 LC0500  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 LC0500
 LC0500  VERT ORDER  -  FIRST     CLASS I
 LC0500
 LC0500.The horizontal coordinates were scaled from a topographic map and have
 LC0500.an estimated accuracy of +/- 6 seconds.
 LC0500
 LC0500.The orthometric height was determined by differential leveling
 LC0500.and adjusted by the National Geodetic Survey in June 1991..
 LC0500
 LC0500.The geoid height was determined by GEOID03.
 LC0500
 LC0500.The dynamic height is computed by dividing the NAVD 88
 LC0500.geopotential number by the normal gravity value computed on the
 LC0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0500.degrees latitude (g = 980.6199 gals.).
 LC0500
 LC0500.The modeled gravity was interpolated from observed gravity values.
 LC0500
 LC0500;                    North         East    Units  Estimated Accuracy
 LC0500;SPC IL E     -   384,530.      246,990.      MT  (+/- 180 meters Scaled)
 LC0500
 LC0500                          SUPERSEDED SURVEY CONTROL
 LC0500
 LC0500  NGVD 29 (??/??/92)  224.984  (m)          738.13   (f) ADJ UNCH    1 1
 LC0500
 LC0500.Superseded values are not recommended for survey control.
 LC0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0500.See file dsdata.txt to determine how the superseded data were derived.
 LC0500
 LC0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK334439(NAD 83)
 LC0500_MARKER: DB = BENCH MARK DISK
 LC0500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0500_SP_SET: 40 FEET
 LC0500_STAMPING: G 259 1961
 LC0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0500+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 LC0500
 LC0500  HISTORY     - Date     Condition        Report By
 LC0500  HISTORY     - 1961     MONUMENTED       CGS
 LC0500  HISTORY     - 1969     GOOD             NGS
 LC0500  HISTORY     - 1976     GOOD             NGS
 LC0500  HISTORY     - 20040927 GOOD             ILDT
 LC0500
 LC0500                          STATION DESCRIPTION
 LC0500
 LC0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0500'1.8 MI S FROM CLINTON.
 LC0500'ABOUT 1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0500'THE STATION AT CLINTON, 0.5 MILE NORTH OF MILEPOST 771 131 FEET
 LC0500'SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED
 LC0500'ROAD, 97 1/2 FEET EAST OF THE EAST RAIL, 64 FEET SOUTH OF THE
 LC0500'CENTER LINE OF THE ROAD, 61 FEET EAST-NORTHEAST OF A TELEPHONE
 LC0500'POLE WHICH IS BRACED BY 4 GUY WIRES, 30 FEET SOUTH OF A CORNER
 LC0500'FENCE POST, 1 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS
 LC0500'POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH
 LC0500'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS
 LC0500'ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 LC0500'OF THE GROUND.  SEC 2, T19N, R2E
 LC0500
 LC0500                          STATION RECOVERY (1976)
 LC0500
 LC0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0500'RECOVERED IN GOOD CONDITION.
 LC0500
 LC0500                          STATION RECOVERY (2004)
 LC0500
 LC0500'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0500'NEW TO REACH DESCRIPTION.  TO REACH FROM INTERSECTION OF US 51
 LC0500'BUSINESS AND COUNTY HIGHWAY 1 SOUTH OF CLINTON.  THENCE EAST ALONG CH
 LC0500'1 0.3 MILES TO THE MARK ON THE RIGHT.  1.5 FEET NORTH OF METAL WITNESS
 LC0500'POST, 57.7 FEET SOUTH OF THE CENTERLINE OF CH 1, 28.8 FEET SE OF LONE
 LC0500'FENCE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0541 ***********************************************************************
 KB0541  DESIGNATION -  G 260
 KB0541  PID         -  KB0541
 KB0541  STATE/COUNTY-  IL/MACON
 KB0541  USGS QUAD   -  FORSYTH (1975)
 KB0541
 KB0541                         *CURRENT SURVEY CONTROL
 KB0541  ___________________________________________________________________
 KB0541* NAD 83(1986)-  39 56 07.     (N)    088 56 52.     (W)     SCALED    
 KB0541* NAVD 88     -       206.086  (meters)     676.13   (feet)  ADJUSTED  
 KB0541  ___________________________________________________________________
 KB0541  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB0541  DYNAMIC HT  -         205.979 (meters)     675.78  (feet)  COMP
 KB0541  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 KB0541
 KB0541  VERT ORDER  -  FIRST     CLASS I
 KB0541
 KB0541.The horizontal coordinates were scaled from a topographic map and have
 KB0541.an estimated accuracy of +/- 6 seconds.
 KB0541
 KB0541.The orthometric height was determined by differential leveling
 KB0541.and adjusted by the National Geodetic Survey in June 1991..
 KB0541
 KB0541.The geoid height was determined by GEOID03.
 KB0541
 KB0541.The dynamic height is computed by dividing the NAVD 88
 KB0541.geopotential number by the normal gravity value computed on the
 KB0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0541.degrees latitude (g = 980.6199 gals.).
 KB0541
 KB0541.The modeled gravity was interpolated from observed gravity values.
 KB0541
 KB0541;                    North         East    Units  Estimated Accuracy
 KB0541;SPC IL E     -   363,000.      247,480.      MT  (+/- 180 meters Scaled)
 KB0541
 KB0541                          SUPERSEDED SURVEY CONTROL
 KB0541
 KB0541  NGVD 29 (??/??/92)  206.170  (m)          676.41   (f) ADJ UNCH    1 1
 KB0541
 KB0541.Superseded values are not recommended for survey control.
 KB0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0541.See file dsdata.txt to determine how the superseded data were derived.
 KB0541
 KB0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335223(NAD 83)
 KB0541_MARKER: DB = BENCH MARK DISK
 KB0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0541_STAMPING: G 260 1961
 KB0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0541+STABILITY: SURFACE MOTION
 KB0541
 KB0541  HISTORY     - Date     Condition        Report By
 KB0541  HISTORY     - 1961     MONUMENTED       CGS
 KB0541  HISTORY     - 1969     GOOD             NGS
 KB0541  HISTORY     - 1976     GOOD             NGS
 KB0541  HISTORY     - 1987     GOOD             USPSQD
 KB0541  HISTORY     - 1989     GOOD             USPSQD
 KB0541
 KB0541                          STATION DESCRIPTION
 KB0541
 KB0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0541'6 MI N FROM DECATUR.
 KB0541'ABOUT 6.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0541'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, OR ABOUT 6.9
 KB0541'MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 KB0541'AT MAROA, 0.2 MILE NORTH OF MILEPOST 758, 79 FEET NORTHEAST OF
 KB0541'THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED ROAD AT
 KB0541'FORSYTH, 62 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 46 FEET
 KB0541'NORTH OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTH OF A
 KB0541'TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES, 1.8 FEET NORTH
 KB0541'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 KB0541'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 KB0541'THE SURFACE OF THE GROUND.  SEC 11, T 17 N, R 2 E.
 KB0541
 KB0541                          STATION RECOVERY (1976)
 KB0541
 KB0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0541'RECOVERED IN GOOD CONDITION.
 KB0541
 KB0541                          STATION RECOVERY (1987)
 KB0541
 KB0541'RECOVERY NOTE BY US POWER SQUADRON 1987 (DMD)
 KB0541'RECOVERED IN GOOD CONDITION.
 KB0541
 KB0541                          STATION RECOVERY (1989)
 KB0541
 KB0541'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 KB0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0759 ***********************************************************************
 KB0759  DESIGNATION -  G 261
 KB0759  PID         -  KB0759
 KB0759  STATE/COUNTY-  IL/CHRISTIAN
 KB0759  USGS QUAD   -  PANA (1982)
 KB0759
 KB0759                         *CURRENT SURVEY CONTROL
 KB0759  ___________________________________________________________________
 KB0759* NAD 83(1986)-  39 23 03.     (N)    089 04 54.     (W)     SCALED    
 KB0759* NAVD 88     -       214.811  (meters)     704.76   (feet)  ADJUSTED  
 KB0759  ___________________________________________________________________
 KB0759  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0759  DYNAMIC HT  -         214.682 (meters)     704.34  (feet)  COMP
 KB0759  MODELED GRAV-     980,022.2   (mgal)                       NAVD 88
 KB0759
 KB0759  VERT ORDER  -  FIRST     CLASS I
 KB0759
 KB0759.The horizontal coordinates were scaled from a topographic map and have
 KB0759.an estimated accuracy of +/- 6 seconds.
 KB0759
 KB0759.The orthometric height was determined by differential leveling
 KB0759.and adjusted by the National Geodetic Survey in June 1991..
 KB0759.WARNING-Repeat measurements at this control monument indicate possible
 KB0759.vertical movement.
 KB0759
 KB0759.The geoid height was determined by GEOID03.
 KB0759
 KB0759.The dynamic height is computed by dividing the NAVD 88
 KB0759.geopotential number by the normal gravity value computed on the
 KB0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0759.degrees latitude (g = 980.6199 gals.).
 KB0759
 KB0759.The modeled gravity was interpolated from observed gravity values.
 KB0759
 KB0759;                    North         East    Units  Estimated Accuracy
 KB0759;SPC IL W     -   302,180.      793,480.      MT  (+/- 180 meters Scaled)
 KB0759
 KB0759                          SUPERSEDED SURVEY CONTROL
 KB0759
 KB0759  NGVD 29 (??/??/92)  214.890  (m)          705.02   (f) ADJ UNCH    1 1
 KB0759
 KB0759.Superseded values are not recommended for survey control.
 KB0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0759.See file dsdata.txt to determine how the superseded data were derived.
 KB0759
 KB0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ207614(NAD 83)
 KB0759_MARKER: DB = BENCH MARK DISK
 KB0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0759_STAMPING: G 261 1961
 KB0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0759+STABILITY: SURFACE MOTION
 KB0759
 KB0759  HISTORY     - Date     Condition        Report By
 KB0759  HISTORY     - 1961     MONUMENTED       CGS
 KB0759  HISTORY     - 1969     GOOD             NGS
 KB0759  HISTORY     - 1976     GOOD             NGS
 KB0759
 KB0759                          STATION DESCRIPTION
 KB0759
 KB0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0759'0.5 MI SSE FROM PANA.
 KB0759'ABOUT 0.35 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0759'THE RAILROAD SWITCH CONTROL TOWER AT PANA, THENCE 0.15 MILE
 KB0759'EAST ALONG E. FIFTH STREET, 31 FEET SOUTH OF THE SOUTH CURB
 KB0759'OF THE STREET, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE
 KB0759'FOUNDATION FOR THE JUNIOR HIGH SCHOOL BUILDING, 1.2 FEET EAST
 KB0759'OF THE NORTHWEST CORNER OF THE BUILDING, 1.2 FEET ABOVE THE LEVEL
 KB0759'OF THE GROUND, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE STREET.
 KB0759'SEC 21, T11N, R1E.
 KB0759
 KB0759                          STATION RECOVERY (1976)
 KB0759
 KB0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8941 ***********************************************************************
 DH8941  DESIGNATION -  G 261 RESET
 DH8941  PID         -  DH8941
 DH8941  STATE/COUNTY-  IL/CHRISTIAN
 DH8941  USGS QUAD   -  PANA (1982)
 DH8941
 DH8941                         *CURRENT SURVEY CONTROL
 DH8941  ___________________________________________________________________
 DH8941* NAD 83(1986)-  39 23 03.     (N)    089 04 54.     (W)     SCALED    
 DH8941* NAVD 88     -       215.76   (meters)     707.9    (feet)  RESET     
 DH8941  ___________________________________________________________________
 DH8941  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DH8941
 DH8941  VERT ORDER  -  THIRD
 DH8941
 DH8941.The horizontal coordinates were scaled from a topographic map and have
 DH8941.an estimated accuracy of +/- 6 seconds.
 DH8941
 DH8941.The orthometric height was computed from unverified reset data.
 DH8941.No vertical observational check was made to the station.
 DH8941
 DH8941.The geoid height was determined by GEOID03.
 DH8941
 DH8941;                    North         East    Units  Estimated Accuracy
 DH8941;SPC IL W     -   302,180.      793,480.      MT  (+/- 180 meters Scaled)
 DH8941
 DH8941                          SUPERSEDED SURVEY CONTROL
 DH8941
 DH8941.No superseded survey control is available for this station.
 DH8941
 DH8941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ207614(NAD 83)
 DH8941_MARKER: DV = VERTICAL CONTROL DISK
 DH8941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8941_STAMPING: G 261 RESET 2005
 DH8941_MARK LOGO: NGS   
 DH8941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8941+STABILITY: SURFACE MOTION
 DH8941
 DH8941  HISTORY     - Date     Condition        Report By
 DH8941  HISTORY     - 2005     MONUMENTED       LOCSUR
 DH8941
 DH8941                          STATION DESCRIPTION
 DH8941
 DH8941'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (RJH)
 DH8941'FROM THE JUNCTION OF ROUTE 16 AND 51 IN THE CENTER OF PANA, DRIVE 3
 DH8941'BLOCKS SOUTH TO THE JUNCTION OF 51 AND E 5TH STREET.  TURN RIGHT AND
 DH8941'PROCEED WEST FOR ONE BLOCK TO JUNCTION WITH SOUTH LOCUST STREET AND
 DH8941'MARK ON RIGHT.  THE MARK IS LOCATED 10.1 FEET (3.1 M) NORTH OF EDGE OF
 DH8941'PAVEMENT E 5TH STREET, 38.4 FEET (11.7 M) SOUTHEAST OF A FIRE HYDRANT,
 DH8941'5.5 FEET (1.7 M) SOUTHEAST OF INTERIOR CORNER FORMED BY THE JUNCTION
 DH8941'OF TWO SIDEWALKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0624 ***********************************************************************
 KB0624  DESIGNATION -  G 262
 KB0624  PID         -  KB0624
 KB0624  STATE/COUNTY-  IL/MACON
 KB0624  USGS QUAD   -  DECATUR (1975)
 KB0624
 KB0624                         *CURRENT SURVEY CONTROL
 KB0624  ___________________________________________________________________
 KB0624* NAD 83(1986)-  39 48 20.     (N)    088 57 05.     (W)     SCALED    
 KB0624* NAVD 88     -       211.464  (meters)     693.78   (feet)  ADJUSTED  
 KB0624  ___________________________________________________________________
 KB0624  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KB0624  DYNAMIC HT  -         211.349 (meters)     693.40  (feet)  COMP
 KB0624  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 KB0624
 KB0624  VERT ORDER  -  FIRST     CLASS II
 KB0624
 KB0624.The horizontal coordinates were scaled from a topographic map and have
 KB0624.an estimated accuracy of +/- 6 seconds.
 KB0624
 KB0624.The orthometric height was determined by differential leveling
 KB0624.and adjusted by the National Geodetic Survey in June 1991..
 KB0624
 KB0624.The geoid height was determined by GEOID03.
 KB0624
 KB0624.The dynamic height is computed by dividing the NAVD 88
 KB0624.geopotential number by the normal gravity value computed on the
 KB0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0624.degrees latitude (g = 980.6199 gals.).
 KB0624
 KB0624.The modeled gravity was interpolated from observed gravity values.
 KB0624
 KB0624;                    North         East    Units  Estimated Accuracy
 KB0624;SPC IL E     -   348,590.      247,070.      MT  (+/- 180 meters Scaled)
 KB0624
 KB0624                          SUPERSEDED SURVEY CONTROL
 KB0624
 KB0624  NGVD 29 (??/??/92)  211.543  (m)          694.04   (f) ADJ UNCH    1 2
 KB0624
 KB0624.Superseded values are not recommended for survey control.
 KB0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0624.See file dsdata.txt to determine how the superseded data were derived.
 KB0624
 KB0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK329079(NAD 83)
 KB0624_MARKER: DB = BENCH MARK DISK
 KB0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0624_STAMPING: G 262 1961
 KB0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0624+STABILITY: SURFACE MOTION
 KB0624
 KB0624  HISTORY     - Date     Condition        Report By
 KB0624  HISTORY     - 1961     MONUMENTED       CGS
 KB0624  HISTORY     - 1975     GOOD             ILDT
 KB0624
 KB0624                          STATION DESCRIPTION
 KB0624
 KB0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KB0624'3.5 MI SE FROM DECATUR.
 KB0624'ABOUT 3.5 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0624'FROM THE WABASH RAILROAD STATION AT DECATUR, IN SECTION 26 R 2 E
 KB0624'T 16 N, ABOUT 1.3 MILES SOUTHEAST OF DECATUR JUNCTION, 0.5 MILE
 KB0624'NORTHWEST OF MILEPOST 81, AT A GRADED ROAD CROSSING, 29.5 FEET
 KB0624'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 211 FEET
 KB0624'SOUTHEAST OF THE CENTER LINE OF A BLACK TOP ROAD, 4 FEET
 KB0624'NORTHEAST OF A TELEGRAPH POLE, 1.9 FEET NORTHWEST OF A METAL
 KB0624'WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 3 FEET ABOVE THE
 KB0624'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 KB0624'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KB0624
 KB0624                          STATION RECOVERY (1975)
 KB0624
 KB0624'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0599 ***********************************************************************
 KB0599  DESIGNATION -  G 263
 KB0599  PID         -  KB0599
 KB0599  STATE/COUNTY-  IL/MACON
 KB0599  USGS QUAD   -  MACON EAST (1983)
 KB0599
 KB0599                         *CURRENT SURVEY CONTROL
 KB0599  ___________________________________________________________________
 KB0599* NAD 83(1986)-  39 39 16.     (N)    088 59 36.     (W)     SCALED    
 KB0599* NAVD 88     -       190.379  (meters)     624.60   (feet)  ADJUSTED  
 KB0599  ___________________________________________________________________
 KB0599  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0599  DYNAMIC HT  -         190.271 (meters)     624.25  (feet)  COMP
 KB0599  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 KB0599
 KB0599  VERT ORDER  -  FIRST     CLASS II
 KB0599
 KB0599.The horizontal coordinates were scaled from a topographic map and have
 KB0599.an estimated accuracy of +/- 6 seconds.
 KB0599
 KB0599.The orthometric height was determined by differential leveling
 KB0599.and adjusted by the National Geodetic Survey in June 1991..
 KB0599
 KB0599.The geoid height was determined by GEOID03.
 KB0599
 KB0599.The dynamic height is computed by dividing the NAVD 88
 KB0599.geopotential number by the normal gravity value computed on the
 KB0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0599.degrees latitude (g = 980.6199 gals.).
 KB0599
 KB0599.The modeled gravity was interpolated from observed gravity values.
 KB0599
 KB0599;                    North         East    Units  Estimated Accuracy
 KB0599;SPC IL E     -   331,840.      243,360.      MT  (+/- 180 meters Scaled)
 KB0599
 KB0599                          SUPERSEDED SURVEY CONTROL
 KB0599
 KB0599  NGVD 29 (??/??/92)  190.463  (m)          624.88   (f) ADJ UNCH    1 2
 KB0599
 KB0599.Superseded values are not recommended for survey control.
 KB0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0599.See file dsdata.txt to determine how the superseded data were derived.
 KB0599
 KB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ289913(NAD 83)
 KB0599_MARKER: DB = BENCH MARK DISK
 KB0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0599_SP_SET: BRIDGE ABUTMENT
 KB0599_STAMPING: G 263 1961
 KB0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0599
 KB0599  HISTORY     - Date     Condition        Report By
 KB0599  HISTORY     - 1961     MONUMENTED       CGS
 KB0599  HISTORY     - 1969     GOOD             NGS
 KB0599  HISTORY     - 1976     GOOD             NGS
 KB0599
 KB0599                          STATION DESCRIPTION
 KB0599
 KB0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KB0599'3.1 MI NE FROM MOWEAQUA.
 KB0599'ABOUT 2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0599'THE STATION AT MOWEAQUA, THENCE 1.05 MILES EAST ALONG THE
 KB0599'MACON-SHELBY COUNTY LINE ROAD, IN SECTION 21 R 2 E T 14 N, ABOUT
 KB0599'0.2 MILE EAST OF THE CROSSING OF A NORTH-SOUTH ROAD, SET ON TOP
 KB0599'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A 30-FOOT
 KB0599'CONCRETE BRIDGE OVER LONG GROVE CREEK, 14 FEET NORTH OF THE
 KB0599'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 KB0599'NOTE-- NOT LEVELED IN 1969.
 KB0599
 KB0599                          STATION RECOVERY (1969)
 KB0599
 KB0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KB0599'RECOVERED IN GOOD CONDITION.
 KB0599
 KB0599                          STATION RECOVERY (1976)
 KB0599
 KB0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1893 ***********************************************************************
 ME1893  DESIGNATION -  G 266
 ME1893  PID         -  ME1893
 ME1893  STATE/COUNTY-  IL/COOK
 ME1893  USGS QUAD   -  ENGLEWOOD (1997)
 ME1893
 ME1893                         *CURRENT SURVEY CONTROL
 ME1893  ___________________________________________________________________
 ME1893* NAD 83(1986)-  41 50 10.     (N)    087 37 44.     (W)     SCALED    
 ME1893* NAVD 88     -       180.880  (meters)     593.44   (feet)  ADJUSTED  
 ME1893  ___________________________________________________________________
 ME1893  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1893  DYNAMIC HT  -         180.818 (meters)     593.23  (feet)  COMP
 ME1893  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 ME1893
 ME1893  VERT ORDER  -  FIRST     CLASS I
 ME1893
 ME1893.The horizontal coordinates were scaled from a topographic map and have
 ME1893.an estimated accuracy of +/- 6 seconds.
 ME1893
 ME1893.The orthometric height was determined by differential leveling
 ME1893.and adjusted by the National Geodetic Survey in June 1991..
 ME1893
 ME1893.The geoid height was determined by GEOID03.
 ME1893
 ME1893.The dynamic height is computed by dividing the NAVD 88
 ME1893.geopotential number by the normal gravity value computed on the
 ME1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1893.degrees latitude (g = 980.6199 gals.).
 ME1893
 ME1893.The modeled gravity was interpolated from observed gravity values.
 ME1893
 ME1893;                    North         East    Units  Estimated Accuracy
 ME1893;SPC IL E     -   574,140.      358,510.      MT  (+/- 180 meters Scaled)
 ME1893
 ME1893                          SUPERSEDED SURVEY CONTROL
 ME1893
 ME1893  NGVD 29 (01/19/93)  180.966  (m)          593.72   (f) ADJUSTED    1 1
 ME1893
 ME1893.Superseded values are not recommended for survey control.
 ME1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1893.See file dsdata.txt to determine how the superseded data were derived.
 ME1893
 ME1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM477317(NAD 83)
 ME1893_MARKER: DB = BENCH MARK DISK
 ME1893_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1893_SP_SET: COPPER-CLAD STEEL ROD
 ME1893_STAMPING: G 266 1968
 ME1893_MARK LOGO: CGS   
 ME1893_PROJECTION: FLUSH
 ME1893_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1893+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1893_ROD/PIPE-DEPTH: 18.3 meters
 ME1893
 ME1893  HISTORY     - Date     Condition        Report By
 ME1893  HISTORY     - 1968     MONUMENTED       CGS
 ME1893  HISTORY     - 1969     GOOD             NGS
 ME1893  HISTORY     - 1977     GOOD             NGS
 ME1893  HISTORY     - 19920805 GOOD             NGS
 ME1893
 ME1893                          STATION DESCRIPTION
 ME1893
 ME1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1893'AT CHICAGO.
 ME1893'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, AT THE JUNCTION OF
 ME1893'WEST 32 ND STREET AND SOUTH FEDERAL STREET, NEAR THE NORTHEAST
 ME1893'CORNER OF A STEEL FENCE AROUND A POWER TRANSFORMER, 130.9 FEET
 ME1893'EAST OF THE EAST RAIL OF THE EAST TRACK, 16.5 FEET WEST OF THE
 ME1893'WEST CUB OF SOUTH FEDERAL STREET, 8 FEET SOUTH OF THE EXTENDED
 ME1893'SOUTH CURB OF WEST 32 ND STREET, 1.5 FEET WEST OF THE NORTHEAST
 ME1893'CORNER OF THE STEEL FENCE, 0.5 FOOT NORTH OF THE NORTH SIDE OF
 ME1893'THE FENCE, 123 FEET SOUTHEAST OF BENCH MARK W 5 DESCRIBED, ABOUT
 ME1893'LEVEL WITH THE SIDEWALK, AND IS A DISK ON THE TOP OF A COPPER
 ME1893'COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH
 ME1893'STEEL PIPE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
 ME1893'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 60.0 FEET.
 ME1893
 ME1893                          STATION RECOVERY (1969)
 ME1893
 ME1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1893'RECOVERED IN GOOD CONDITION.
 ME1893
 ME1893                          STATION RECOVERY (1977)
 ME1893
 ME1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1893'RECOVERED IN GOOD CONDITION.
 ME1893
 ME1893                          STATION RECOVERY (1992)
 ME1893
 ME1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1893'IN CHICAGO, AT THE INTERSECTION OF WEST 32RD AND SOUTH FEDERAL
 ME1893'STREETS, 12.5 M (41.0 FT) WEST OF THE CENTER OF FEDERAL STREET, 6.6 M
 ME1893'(21.7 FT) SOUTH OF THE EXTENDED CENTER OF 32ND STREET, 5.3 M
 ME1893'(17.4 FT) NORTHWEST OF A FIRE HYDRANT, 0.5 M (1.6 FT) WEST-NORTHWEST
 ME1893'OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING A
 ME1893'TRANSFORMER, AND 0.1 M (0.3 FT) NORTH OF THE FENCE.  NOTE--THE DISK
 ME1893'IS ENCASED IN A 5-INCH METAL PIPE AND IS FLUSH WITH THE GROUND
 ME1893'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0044 ***********************************************************************
 NH0044  DESIGNATION -  G 267
 NH0044  PID         -  NH0044
 NH0044  STATE/COUNTY-  IL/COOK
 NH0044  USGS QUAD   -  STREAMWOOD (1993)
 NH0044
 NH0044                         *CURRENT SURVEY CONTROL
 NH0044  ___________________________________________________________________
 NH0044* NAD 83(1986)-  42 00 32.     (N)    088 12 10.     (W)     SCALED    
 NH0044* NAVD 88     -       244.426  (meters)     801.92   (feet)  ADJUSTED  
 NH0044  ___________________________________________________________________
 NH0044  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0044  DYNAMIC HT  -         244.342 (meters)     801.65  (feet)  COMP
 NH0044  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NH0044
 NH0044  VERT ORDER  -  FIRST     CLASS I
 NH0044
 NH0044.The horizontal coordinates were scaled from a topographic map and have
 NH0044.an estimated accuracy of +/- 6 seconds.
 NH0044
 NH0044.The orthometric height was determined by differential leveling
 NH0044.and adjusted by the National Geodetic Survey in June 1991..
 NH0044
 NH0044.The geoid height was determined by GEOID03.
 NH0044
 NH0044.The dynamic height is computed by dividing the NAVD 88
 NH0044.geopotential number by the normal gravity value computed on the
 NH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0044.degrees latitude (g = 980.6199 gals.).
 NH0044
 NH0044.The modeled gravity was interpolated from observed gravity values.
 NH0044
 NH0044;                    North         East    Units  Estimated Accuracy
 NH0044;SPC IL E     -   593,100.      310,820.      MT  (+/- 180 meters Scaled)
 NH0044
 NH0044                          SUPERSEDED SURVEY CONTROL
 NH0044
 NH0044  NGVD 29 (??/??/92)  244.505  (m)          802.18   (f) ADJ UNCH    1 1
 NH0044
 NH0044.Superseded values are not recommended for survey control.
 NH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0044.See file dsdata.txt to determine how the superseded data were derived.
 NH0044
 NH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM004514(NAD 83)
 NH0044_MARKER: DB = BENCH MARK DISK
 NH0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0044_SP_SET: CURB
 NH0044_STAMPING: G 267 1967
 NH0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0044
 NH0044  HISTORY     - Date     Condition        Report By
 NH0044  HISTORY     - 1969     MONUMENTED       CGS
 NH0044  HISTORY     - 1987     GOOD             USPSQD
 NH0044  HISTORY     - 1989     GOOD             USPSQD
 NH0044
 NH0044                          STATION DESCRIPTION
 NH0044
 NH0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0044'1.9 MI NW FROM BARTLETT.
 NH0044'ABOUT 0.8 MILE NORTH ALONG OAK AVENUE FROM THE CHICAGO,
 NH0044'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT BARTLETT,
 NH0044'THENCE 1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 20, IN SECTION 28,
 NH0044'T 41 N, R 9 E, 28 1/2 FEET NORTH OF THE CENTER LINE OF THE
 NH0044'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 NH0044'CURB OF THE NORTH GUARD RAIL ON A HIGHWAY OVERPASS FOR STATE
 NH0044'HIGHWAY 59, 7.2 FEET WEST OF THE EAST END OF THE CURB, AND ABOUT
 NH0044'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 NH0044
 NH0044                          STATION RECOVERY (1987)
 NH0044
 NH0044'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0044'RECOVERED IN GOOD CONDITION.
 NH0044
 NH0044                          STATION RECOVERY (1989)
 NH0044
 NH0044'RECOVERY NOTE BY US POWER SQUADRON 1989 (EPC)
 NH0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0697 ***********************************************************************
 NH0697  DESIGNATION -  G 268
 NH0697  PID         -  NH0697
 NH0697  STATE/COUNTY-  IL/CARROLL
 NH0697  USGS QUAD   -  MT CARROLL (1985)
 NH0697
 NH0697                         *CURRENT SURVEY CONTROL
 NH0697  ___________________________________________________________________
 NH0697* NAD 83(1986)-  42 04 47.     (N)    089 58 23.     (W)     SCALED    
 NH0697* NAVD 88     -       245.560  (meters)     805.64   (feet)  ADJUSTED  
 NH0697  ___________________________________________________________________
 NH0697  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NH0697  DYNAMIC HT  -         245.475 (meters)     805.36  (feet)  COMP
 NH0697  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 NH0697
 NH0697  VERT ORDER  -  FIRST     CLASS I
 NH0697
 NH0697.The horizontal coordinates were scaled from a topographic map and have
 NH0697.an estimated accuracy of +/- 6 seconds.
 NH0697
 NH0697.The orthometric height was determined by differential leveling
 NH0697.and adjusted by the National Geodetic Survey in June 1991..
 NH0697
 NH0697.The geoid height was determined by GEOID03.
 NH0697
 NH0697.The dynamic height is computed by dividing the NAVD 88
 NH0697.geopotential number by the normal gravity value computed on the
 NH0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0697.degrees latitude (g = 980.6199 gals.).
 NH0697
 NH0697.The modeled gravity was interpolated from observed gravity values.
 NH0697
 NH0697;                    North         East    Units  Estimated Accuracy
 NH0697;SPC IL W     -   600,960.      716,020.      MT  (+/- 180 meters Scaled)
 NH0697
 NH0697                          SUPERSEDED SURVEY CONTROL
 NH0697
 NH0697  NGVD 29 (??/??/92)  245.591  (m)          805.74   (f) ADJ UNCH    1 1
 NH0697
 NH0697.Superseded values are not recommended for survey control.
 NH0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0697.See file dsdata.txt to determine how the superseded data were derived.
 NH0697
 NH0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM540629(NAD 83)
 NH0697_MARKER: DB = BENCH MARK DISK
 NH0697_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0697_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0697_STAMPING: G 268 1970
 NH0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0697
 NH0697  HISTORY     - Date     Condition        Report By
 NH0697  HISTORY     - 1970     MONUMENTED       NGS
 NH0697  HISTORY     - 1987     GOOD             USPSQD
 NH0697  HISTORY     - 19950515 GOOD             USPSQD
 NH0697  HISTORY     - 20011203 GOOD             NGS
 NH0697  HISTORY     - 20031002 GOOD             USPSQD
 NH0697
 NH0697                          STATION DESCRIPTION
 NH0697
 NH0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0697'1.6 MI S FROM MT CARROLL.
 NH0697'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NH0697'AT MT. CARROLL, THENCE 0.2 MILE EAST ALONG STATE HIGHWAY 88, 43
 NH0697'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF
 NH0697'THE CENTER OF A WOODEN GATE AT AN ENTRANCE TO A FIELD, 1.2 FEET
 NH0697'NORTH OF A FENCE, 0.7 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 NH0697'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE
 NH0697'TOP OF A 3-INCH IRON PIPE PROJECTING 4 INCHES.  SECTION 18,
 NH0697'T24N, R5E.
 NH0697
 NH0697                          STATION RECOVERY (1987)
 NH0697
 NH0697'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0697'RECOVERED IN GOOD CONDITION.
 NH0697
 NH0697                          STATION RECOVERY (1995)
 NH0697
 NH0697'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0697'RECOVERED IN GOOD CONDITION.
 NH0697
 NH0697                          STATION RECOVERY (2001)
 NH0697
 NH0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0697'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0697
 NH0697                          STATION RECOVERY (2003)
 NH0697
 NH0697'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0681 ***********************************************************************
 LC0681  DESIGNATION -  G 269
 LC0681  PID         -  LC0681
 LC0681  STATE/COUNTY-  IL/MCLEAN
 LC0681  USGS QUAD   -  NORMAL EAST (1981)
 LC0681
 LC0681                         *CURRENT SURVEY CONTROL
 LC0681  ___________________________________________________________________
 LC0681* NAD 83(1986)-  40 32 19.     (N)    088 59 12.     (W)     SCALED    
 LC0681* NAVD 88     -       265.501  (meters)     871.06   (feet)  ADJUSTED  
 LC0681  ___________________________________________________________________
 LC0681  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0681  DYNAMIC HT  -         265.378 (meters)     870.66  (feet)  COMP
 LC0681  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 LC0681
 LC0681  VERT ORDER  -  FIRST     CLASS I
 LC0681
 LC0681.The horizontal coordinates were scaled from a topographic map and have
 LC0681.an estimated accuracy of +/- 6 seconds.
 LC0681
 LC0681.The orthometric height was determined by differential leveling
 LC0681.and adjusted by the National Geodetic Survey in June 1991..
 LC0681
 LC0681.The geoid height was determined by GEOID03.
 LC0681
 LC0681.The dynamic height is computed by dividing the NAVD 88
 LC0681.geopotential number by the normal gravity value computed on the
 LC0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0681.degrees latitude (g = 980.6199 gals.).
 LC0681
 LC0681.The modeled gravity was interpolated from observed gravity values.
 LC0681
 LC0681;                    North         East    Units  Estimated Accuracy
 LC0681;SPC IL E     -   430,010.      244,650.      MT  (+/- 180 meters Scaled)
 LC0681
 LC0681                          SUPERSEDED SURVEY CONTROL
 LC0681
 LC0681  NGVD 29 (??/??/92)  265.554  (m)          871.24   (f) ADJ UNCH    1 1
 LC0681
 LC0681.Superseded values are not recommended for survey control.
 LC0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0681.See file dsdata.txt to determine how the superseded data were derived.
 LC0681
 LC0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK317894(NAD 83)
 LC0681_MARKER: DB = BENCH MARK DISK
 LC0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0681_SP_SET: CONCRETE PILLAR
 LC0681_STAMPING: G 269 1969
 LC0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0681
 LC0681  HISTORY     - Date     Condition        Report By
 LC0681  HISTORY     - 1969     MONUMENTED       CGS
 LC0681  HISTORY     - 20030627 GOOD             GEOCAC
 LC0681
 LC0681                          STATION DESCRIPTION
 LC0681
 LC0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0681'2.1 MI N FROM NORMAL.
 LC0681'ABOUT 2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0681'THE STATION AT NORMAL, IN SECTION 16, T 24 N, R 2 E, 5 RAILS
 LC0681'SOUTH OF MILEPOST 800, 25 FEET WEST OF THE WEST RAIL, SET VERTICALLY
 LC0681'IN THE NORTH FACE OF A CONCRETE PILLAR FOR THE MORE NORTHERLY
 LC0681'OF 2 RAILROAD UNDERPASSES FOR INTERSTATE HIGHWAY 55, AND ABOUT
 LC0681'5 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 LC0681
 LC0681                          STATION RECOVERY (2003)
 LC0681
 LC0681'RECOVERY NOTE BY GEOCACHING 2003 (RSW)
 LC0681'THERE ARE NO LONGER RAILROAD TRACKS NEAR THIS MARKER. THE TRACKS HAVE
 LC0681'BEEN REMOVED AND THE CITY HAS CONVERTED THE FORMER TRACKS TO A
 LC0681'BIKING/HIKING/JOGGING TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0668 ***********************************************************************
 HB0668  DESIGNATION -  G 270
 HB0668  PID         -  HB0668
 HB0668  STATE/COUNTY-  IL/UNION
 HB0668  USGS QUAD   -  MAKANDA (1996)
 HB0668
 HB0668                         *CURRENT SURVEY CONTROL
 HB0668  ___________________________________________________________________
 HB0668* NAD 83(1986)-  37 32 45.     (N)    089 14 38.     (W)     SCALED    
 HB0668* NAVD 88     -       175.472  (meters)     575.69   (feet)  ADJUSTED  
 HB0668  ___________________________________________________________________
 HB0668  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HB0668  DYNAMIC HT  -         175.347 (meters)     575.28  (feet)  COMP
 HB0668  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 HB0668
 HB0668  VERT ORDER  -  FIRST     CLASS I
 HB0668
 HB0668.The horizontal coordinates were scaled from a topographic map and have
 HB0668.an estimated accuracy of +/- 6 seconds.
 HB0668
 HB0668.The orthometric height was determined by differential leveling
 HB0668.and adjusted by the National Geodetic Survey in June 1991..
 HB0668
 HB0668.The geoid height was determined by GEOID03.
 HB0668
 HB0668.The dynamic height is computed by dividing the NAVD 88
 HB0668.geopotential number by the normal gravity value computed on the
 HB0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0668.degrees latitude (g = 980.6199 gals.).
 HB0668
 HB0668.The modeled gravity was interpolated from observed gravity values.
 HB0668
 HB0668;                    North         East    Units  Estimated Accuracy
 HB0668;SPC IL W     -    97,960.      781,540.      MT  (+/- 180 meters Scaled)
 HB0668
 HB0668                          SUPERSEDED SURVEY CONTROL
 HB0668
 HB0668  NGVD 29 (??/??/??)  175.501  (m)          575.79   (f) ADJUSTED    1 1
 HB0668
 HB0668.Superseded values are not recommended for survey control.
 HB0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0668.See file dsdata.txt to determine how the superseded data were derived.
 HB0668
 HB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG017577(NAD 83)
 HB0668_MARKER: DB = BENCH MARK DISK
 HB0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0668_SP_SET: 8 FEET
 HB0668_STAMPING: G 270 1969
 HB0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0668
 HB0668  HISTORY     - Date     Condition        Report By
 HB0668  HISTORY     - 1969     MONUMENTED       CGS
 HB0668  HISTORY     - 1976     GOOD             ILDT
 HB0668  HISTORY     - 1976     GOOD             ILDT
 HB0668  HISTORY     - 1976     GOOD             ILDT
 HB0668
 HB0668                          STATION DESCRIPTION
 HB0668
 HB0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0668'1.2 MI N FROM COBDEN.
 HB0668'ABOUT 1.15 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0668'THE POST OFFICE AT COBDEN, IN SECTION 20, T 11 S, R 1 W, 0.15
 HB0668'MILE SOUTH OF MILEPOST 322, 145 FEET WEST-SOUTHWEST AND ACROSS
 HB0668'A PAVED ROAD FROM THE CENTER OF A CROSSING OF THE RAILROAD AND A
 HB0668'GRAVELED ROAD, 136 FEET WEST OF THE WEST RAIL OF THE WEST
 HB0668'TRACK, 35 FEET WEST OF THE CENTER LINE OF THE PAVED ROAD, 96
 HB0668'FEET NORTHWEST AND ACROSS THE PAVED ROAD FROM A POWER POLE, 37
 HB0668'FEET NORTH OF A CORNER FENCE POST, 17 FEET NORTH OF THE CENTER
 HB0668'OF A GATE, 1 1/2 FEET EAST OF A FENCE, 1.0 FOOT NORTHWEST OF A
 HB0668'METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE PAVED
 HB0668'ROAD, ABOUT 8 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP
 HB0668'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 HB0668'8 FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 5
 HB0668'INCHES ABOVE THE SURFACE OF THE GROUND.
 HB0668
 HB0668                          STATION RECOVERY (1976)
 HB0668
 HB0668'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0668'RECOVERED IN GOOD CONDITION.
 HB0668
 HB0668                          STATION RECOVERY (1976)
 HB0668
 HB0668'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0668'RECOVERED IN GOOD CONDITION.
 HB0668
 HB0668                          STATION RECOVERY (1976)
 HB0668
 HB0668'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0659 ***********************************************************************
 NH0659  DESIGNATION -  G 271
 NH0659  PID         -  NH0659
 NH0659  STATE/COUNTY-  IL/OGLE
 NH0659  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0659
 NH0659                         *CURRENT SURVEY CONTROL
 NH0659  ___________________________________________________________________
 NH0659* NAD 83(1986)-  42 07 38.     (N)    089 34 21.     (W)     SCALED    
 NH0659* NAVD 88     -       282.524  (meters)     926.91   (feet)  ADJUSTED  
 NH0659  ___________________________________________________________________
 NH0659  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0659  DYNAMIC HT  -         282.429 (meters)     926.60  (feet)  COMP
 NH0659  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NH0659
 NH0659  VERT ORDER  -  FIRST     CLASS I
 NH0659
 NH0659.The horizontal coordinates were scaled from a topographic map and have
 NH0659.an estimated accuracy of +/- 6 seconds.
 NH0659
 NH0659.The orthometric height was determined by differential leveling
 NH0659.and adjusted by the National Geodetic Survey in June 1991..
 NH0659
 NH0659.The geoid height was determined by GEOID03.
 NH0659
 NH0659.The dynamic height is computed by dividing the NAVD 88
 NH0659.geopotential number by the normal gravity value computed on the
 NH0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0659.degrees latitude (g = 980.6199 gals.).
 NH0659
 NH0659.The modeled gravity was interpolated from observed gravity values.
 NH0659
 NH0659;                    North         East    Units  Estimated Accuracy
 NH0659;SPC IL W     -   606,380.      749,130.      MT  (+/- 180 meters Scaled)
 NH0659
 NH0659                          SUPERSEDED SURVEY CONTROL
 NH0659
 NH0659  NGVD 29 (??/??/92)  282.558  (m)          927.03   (f) ADJ UNCH    1 1
 NH0659
 NH0659.Superseded values are not recommended for survey control.
 NH0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0659.See file dsdata.txt to determine how the superseded data were derived.
 NH0659
 NH0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM873671(NAD 83)
 NH0659_MARKER: DB = BENCH MARK DISK
 NH0659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0659_SP_SET: 56 FEET
 NH0659_STAMPING: G 271 1970
 NH0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0659
 NH0659  HISTORY     - Date     Condition        Report By
 NH0659  HISTORY     - 1970     MONUMENTED       NGS
 NH0659  HISTORY     - 1981     MARK NOT FOUND   USGS
 NH0659  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0659  HISTORY     - 19960503 MARK NOT FOUND   USPSQD
 NH0659  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 NH0659  HISTORY     - 20041117 MARK NOT FOUND   USPSQD
 NH0659
 NH0659                          STATION DESCRIPTION
 NH0659
 NH0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0659'0.4 MI E FROM FORRESTON.
 NH0659'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 NH0659'AT FORRESTON, 112 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NH0659'163 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FORRESTON
 NH0659'HIGH SCHOOL, 0.9 FOOT WEST OF A FENCE, 1.2 FEET NORTH OF A
 NH0659'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE
 NH0659'TOP OF A COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56
 NH0659'FEET AND IS ENCASED IN A 3 1/2-INCH IRON PIPE PROJECTING 1
 NH0659'INCH.  SECTION 33, T 25N, R8E
 NH0659
 NH0659                          STATION RECOVERY (1981)
 NH0659
 NH0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NH0659'MARK NOT FOUND.
 NH0659
 NH0659                          STATION RECOVERY (1987)
 NH0659
 NH0659'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0659'MARK NOT FOUND.
 NH0659
 NH0659                          STATION RECOVERY (1996)
 NH0659
 NH0659'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0659'MARK NOT FOUND.
 NH0659
 NH0659                          STATION RECOVERY (2001)
 NH0659
 NH0659'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0659'MARK NOT FOUND.
 NH0659
 NH0659                          STATION RECOVERY (2004)
 NH0659
 NH0659'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0163 ***********************************************************************
 NJ0163  DESIGNATION -  G 272
 NJ0163  PID         -  NJ0163
 NJ0163  STATE/COUNTY-  IL/CARROLL
 NJ0163  USGS QUAD   -  WACKER (1985)
 NJ0163
 NJ0163                         *CURRENT SURVEY CONTROL
 NJ0163  ___________________________________________________________________
 NJ0163* NAD 83(1986)-  42 05 49.     (N)    090 06 00.     (W)     SCALED    
 NJ0163* NAVD 88     -       236.964  (meters)     777.44   (feet)  ADJUSTED  
 NJ0163  ___________________________________________________________________
 NJ0163  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0163  DYNAMIC HT  -         236.881 (meters)     777.17  (feet)  COMP
 NJ0163  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 NJ0163
 NJ0163  VERT ORDER  -  FIRST     CLASS I
 NJ0163
 NJ0163.The horizontal coordinates were scaled from a topographic map and have
 NJ0163.an estimated accuracy of +/- 6 seconds.
 NJ0163
 NJ0163.The orthometric height was determined by differential leveling
 NJ0163.and adjusted by the National Geodetic Survey in June 1991..
 NJ0163
 NJ0163.The geoid height was determined by GEOID03.
 NJ0163
 NJ0163.The dynamic height is computed by dividing the NAVD 88
 NJ0163.geopotential number by the normal gravity value computed on the
 NJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0163.degrees latitude (g = 980.6199 gals.).
 NJ0163
 NJ0163.The modeled gravity was interpolated from observed gravity values.
 NJ0163
 NJ0163;                    North         East    Units  Estimated Accuracy
 NJ0163;SPC IL W     -   602,850.      705,520.      MT  (+/- 180 meters Scaled)
 NJ0163
 NJ0163                          SUPERSEDED SURVEY CONTROL
 NJ0163
 NJ0163  NGVD 29 (??/??/92)  236.994  (m)          777.54   (f) ADJ UNCH    1 1
 NJ0163
 NJ0163.Superseded values are not recommended for survey control.
 NJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0163.See file dsdata.txt to determine how the superseded data were derived.
 NJ0163
 NJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG398646(NAD 83)
 NJ0163_MARKER: DB = BENCH MARK DISK
 NJ0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0163_STAMPING: G 272 1970
 NJ0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0163
 NJ0163  HISTORY     - Date     Condition        Report By
 NJ0163  HISTORY     - 1970     MONUMENTED       NGS
 NJ0163  HISTORY     - 1987     GOOD             USPSQD
 NJ0163  HISTORY     - 19950524 GOOD             USPSQD
 NJ0163  HISTORY     - 20011203 GOOD             NGS
 NJ0163  HISTORY     - 20030923 GOOD             USPSQD
 NJ0163
 NJ0163                          STATION DESCRIPTION
 NJ0163
 NJ0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0163'3.4 MI E FROM SAVANNA.
 NJ0163'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT
 NJ0163'SAVANNA, THENCE 3.2 MILES EAST ALONG U.S. HIGHWAY 52, NEAR THE
 NJ0163'EAST END OF A PAVED ROAD LEADING TO A HISTORICAL MARKER, 100 FEET
 NJ0163'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 174 FEET EAST OF THE EAST
 NJ0163'LEG FOR THE SIGN AT THE HISTORICAL MARKER, 3.0 FEET EAST OF A
 NJ0163'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2.0 FEET WEST OF A METAL
 NJ0163'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 NJ0163'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.
 NJ0163'SECTION 1, T24N, R3E
 NJ0163
 NJ0163                          STATION RECOVERY (1987)
 NJ0163
 NJ0163'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NJ0163'RECOVERED IN GOOD CONDITION.
 NJ0163
 NJ0163                          STATION RECOVERY (1995)
 NJ0163
 NJ0163'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0163'RECOVERED IN GOOD CONDITION.
 NJ0163
 NJ0163                          STATION RECOVERY (2001)
 NJ0163
 NJ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0163'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0163
 NJ0163                          STATION RECOVERY (2003)
 NJ0163
 NJ0163'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0076 ***********************************************************************
 NJ0076  DESIGNATION -  G 273
 NJ0076  PID         -  NJ0076
 NJ0076  STATE/COUNTY-  IL/CARROLL
 NJ0076  USGS QUAD   -  BLACKHAWK (1975)
 NJ0076
 NJ0076                         *CURRENT SURVEY CONTROL
 NJ0076  ___________________________________________________________________
 NJ0076* NAD 83(1986)-  42 08 23.     (N)    090 09 56.     (W)     SCALED    
 NJ0076* NAVD 88     -       182.769  (meters)     599.63   (feet)  ADJUSTED  
 NJ0076  ___________________________________________________________________
 NJ0076  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NJ0076  DYNAMIC HT  -         182.707 (meters)     599.43  (feet)  COMP
 NJ0076  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 NJ0076
 NJ0076  VERT ORDER  -  FIRST     CLASS I
 NJ0076
 NJ0076.The horizontal coordinates were scaled from a topographic map and have
 NJ0076.an estimated accuracy of +/- 6 seconds.
 NJ0076
 NJ0076.The orthometric height was determined by differential leveling
 NJ0076.and adjusted by the National Geodetic Survey in June 1991..
 NJ0076
 NJ0076.The geoid height was determined by GEOID03.
 NJ0076
 NJ0076.The dynamic height is computed by dividing the NAVD 88
 NJ0076.geopotential number by the normal gravity value computed on the
 NJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0076.degrees latitude (g = 980.6199 gals.).
 NJ0076
 NJ0076.The modeled gravity was interpolated from observed gravity values.
 NJ0076
 NJ0076;                    North         East    Units  Estimated Accuracy
 NJ0076;SPC IL W     -   607,600.      700,090.      MT  (+/- 180 meters Scaled)
 NJ0076
 NJ0076                          SUPERSEDED SURVEY CONTROL
 NJ0076
 NJ0076  NGVD 29 (??/??/92)  182.795  (m)          599.72   (f) ADJ UNCH    1 1
 NJ0076
 NJ0076.Superseded values are not recommended for survey control.
 NJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0076.See file dsdata.txt to determine how the superseded data were derived.
 NJ0076
 NJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG342691(NAD 83)
 NJ0076_MARKER: DB = BENCH MARK DISK
 NJ0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0076_SP_SET: ABUTMENT
 NJ0076_STAMPING: G 273 1970
 NJ0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0076
 NJ0076  HISTORY     - Date     Condition        Report By
 NJ0076  HISTORY     - 1970     MONUMENTED       NGS
 NJ0076  HISTORY     - 19950524 GOOD             USPSQD
 NJ0076  HISTORY     - 20011203 GOOD             NGS
 NJ0076  HISTORY     - 20030923 GOOD             USPSQD
 NJ0076
 NJ0076                          STATION DESCRIPTION
 NJ0076
 NJ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0076'3 MI N FROM SAVANNA.
 NJ0076'ABOUT 3.05 MILES NORTH ALONG THE BURLINGTON NORTHERN RAILROAD
 NJ0076'FROM THE STATION AT SAVANNA, 139 FEET NORTHEAST OF THE NORTHEAST
 NJ0076'RAIL OF THE NORTHEAST TRACK, 27 FEET SOUTHWEST OF THE CENTER
 NJ0076'LINE OF STATE HIGHWAY 84, SET IN THE TOP OF THE SOUTHWEST END
 NJ0076'OF THE NORTHWEST CONCRETE ABUTMENT OF A 43-FOOT CONCRETE HIGHWAY
 NJ0076'BRIDGE OVER A CREEK, AND ABOUT LEVEL WITH THE TRACK AND THE
 NJ0076'HIGHWAY.  SECTION 21, T25N, R3E
 NJ0076
 NJ0076                          STATION RECOVERY (1995)
 NJ0076
 NJ0076'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0076'RECOVERED IN GOOD CONDITION.
 NJ0076
 NJ0076                          STATION RECOVERY (2001)
 NJ0076
 NJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0076'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0076
 NJ0076                          STATION RECOVERY (2003)
 NJ0076
 NJ0076'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0114 ***********************************************************************
 NG0114  DESIGNATION -  G 274
 NG0114  PID         -  NG0114
 NG0114  STATE/COUNTY-  IL/COOK
 NG0114  USGS QUAD   -  EVANSTON (1995)
 NG0114
 NG0114                         *CURRENT SURVEY CONTROL
 NG0114  ___________________________________________________________________
 NG0114* NAD 83(1986)-  42 02 39.     (N)    087 40 57.     (W)     SCALED    
 NG0114* NAVD 88     -       182.651  (meters)     599.25   (feet)  ADJUSTED  
 NG0114  ___________________________________________________________________
 NG0114  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NG0114  DYNAMIC HT  -         182.592 (meters)     599.05  (feet)  COMP
 NG0114  MODELED GRAV-     980,293.4   (mgal)                       NAVD 88
 NG0114
 NG0114  VERT ORDER  -  FIRST     CLASS 0
 NG0114
 NG0114.The horizontal coordinates were scaled from a topographic map and have
 NG0114.an estimated accuracy of +/- 6 seconds.
 NG0114
 NG0114.The orthometric height was determined by differential leveling
 NG0114.and adjusted by the National Geodetic Survey in June 1991..
 NG0114
 NG0114.The geoid height was determined by GEOID03.
 NG0114
 NG0114.The dynamic height is computed by dividing the NAVD 88
 NG0114.geopotential number by the normal gravity value computed on the
 NG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0114.degrees latitude (g = 980.6199 gals.).
 NG0114
 NG0114.The modeled gravity was interpolated from observed gravity values.
 NG0114
 NG0114;                    North         East    Units  Estimated Accuracy
 NG0114;SPC IL E     -   597,210.      353,880.      MT  (+/- 180 meters Scaled)
 NG0114
 NG0114                          SUPERSEDED SURVEY CONTROL
 NG0114
 NG0114  NGVD 29 (??/??/92)  182.75   (m)          599.6    (f) COMPUTED    1 0
 NG0114
 NG0114.Superseded values are not recommended for survey control.
 NG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0114.See file dsdata.txt to determine how the superseded data were derived.
 NG0114
 NG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM435549(NAD 83)
 NG0114_MARKER: DB = BENCH MARK DISK
 NG0114_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0114+WITH SETTING: INTO GROUND
 NG0114_STAMPING: G 274 1973
 NG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0114+STABILITY: SURFACE MOTION
 NG0114
 NG0114  HISTORY     - Date     Condition        Report By
 NG0114  HISTORY     - 1973     MONUMENTED       NGS
 NG0114  HISTORY     - 19951119 GOOD             USPSQD
 NG0114  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 NG0114
 NG0114                          STATION DESCRIPTION
 NG0114
 NG0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0114'0.8 MI NW FROM EVANSTON.
 NG0114'0.85 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0114'FROM THE MAIN STREET RAILWAY STATION AT EVANSTON, AT THE LAKE
 NG0114'STREET UNDERPASS, 52.6 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NG0114'EVANSTON SEWAGE PUMPING STATION, 50.0 FEET NORTH OF CENTER LINE
 NG0114'OF LAKE STREET, 34.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 NG0114'SOUTHWEST TRACK, 17.2 FEET NORTH OF THE NORTHWEST CORNER OF
 NG0114'UNDERPASS FOUNDATION, 16.2 FEET NORTH OF NORTH EDGE OF A CONCRETE
 NG0114'SIDEWALK, 1.6 FEET SOUTHWEST OF A HIGH CHAIN LINK FENCE, 2.0
 NG0114'FEET SOUTH OF A LOW CHAIN LINK FENCE.  A NGS ON THE TOP OF A
 NG0114'6-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE PLATE.
 NG0114'THE DISK IS 3 INCHES BELOW THE LEVEL OF THE GROUND AND ENCASED
 NG0114'IN A 6-INCH METAL PIPE FLUSH WITH THE GROUND.  SECTION 18,
 NG0114'T 41 N, R 14 E.
 NG0114
 NG0114                          STATION RECOVERY (1995)
 NG0114
 NG0114'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0114'RECOVERED IN GOOD CONDITION.
 NG0114
 NG0114                          STATION RECOVERY (2001)
 NG0114
 NG0114'RECOVERY NOTE BY US POWER SQUADRON 2001 (VMR)
 NG0114'MARK NOT FOUND. OUR COORDINATES WERE IDENTICAL WITH THOSE SPECIFIED ON
 NG0114'THE NGS RETRIEVAL SHEET. WE ASUME THE MARK IS DESTROYED OR COMPLETLY
 NG0114'COVERED BY CONSTRUCTION CHANGES.
 NG0114'GPS LOCATION. L 42 DEGREES 02.7'N LO 087 DEGREES 40.9'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0248 ***********************************************************************
 MF0248  DESIGNATION -  G 28
 MF0248  PID         -  MF0248
 MF0248  STATE/COUNTY-  IL/KANKAKEE
 MF0248  USGS QUAD   -  BUCKINGHAM (1973)
 MF0248
 MF0248                         *CURRENT SURVEY CONTROL
 MF0248  ___________________________________________________________________
 MF0248* NAD 83(1986)-  41 06 24.     (N)    088 08 34.     (W)     SCALED    
 MF0248* NAVD 88     -       188.471  (meters)     618.34   (feet)  ADJUSTED  
 MF0248  ___________________________________________________________________
 MF0248  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MF0248  DYNAMIC HT  -         188.394 (meters)     618.09  (feet)  COMP
 MF0248  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MF0248
 MF0248  VERT ORDER  -  SECOND    CLASS 0
 MF0248
 MF0248.The horizontal coordinates were scaled from a topographic map and have
 MF0248.an estimated accuracy of +/- 6 seconds.
 MF0248
 MF0248.The orthometric height was determined by differential leveling
 MF0248.and adjusted by the National Geodetic Survey in June 1991..
 MF0248
 MF0248.The geoid height was determined by GEOID03.
 MF0248
 MF0248.The dynamic height is computed by dividing the NAVD 88
 MF0248.geopotential number by the normal gravity value computed on the
 MF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0248.degrees latitude (g = 980.6199 gals.).
 MF0248
 MF0248.The modeled gravity was interpolated from observed gravity values.
 MF0248
 MF0248;                    North         East    Units  Estimated Accuracy
 MF0248;SPC IL E     -   492,910.      316,010.      MT  (+/- 180 meters Scaled)
 MF0248
 MF0248                          SUPERSEDED SURVEY CONTROL
 MF0248
 MF0248  NGVD 29 (??/??/92)  188.552  (m)          618.61   (f) ADJ UNCH    2 0
 MF0248
 MF0248.Superseded values are not recommended for survey control.
 MF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0248.See file dsdata.txt to determine how the superseded data were derived.
 MF0248
 MF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL040512(NAD 83)
 MF0248_MARKER: DB = BENCH MARK DISK
 MF0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0248_SP_SET: FOUNDATION
 MF0248_STAMPING: G 28 1934
 MF0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0248
 MF0248  HISTORY     - Date     Condition        Report By
 MF0248  HISTORY     - 1934     MONUMENTED       CGS
 MF0248  HISTORY     - 1954     GOOD             NGS
 MF0248  HISTORY     - 19980526 MARK NOT FOUND   PATRIC
 MF0248
 MF0248                          STATION DESCRIPTION
 MF0248
 MF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0248'AT UNION HILL.
 MF0248'ALONG THE NEW YORK CENTRAL RAILROAD AT UNION HILL, 280 YARDS
 MF0248'EAST OF A NORTH-SOUTH ROAD CROSSING, 260 YARDS EAST OF THE
 MF0248'STATION, 12 1/2 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF THE
 MF0248'SOUTH CORNER OF THE SOUTHEAST CONCRETE FOUNDATION OF AN ABANDONED
 MF0248'WATER TANK.
 MF0248
 MF0248                          STATION RECOVERY (1998)
 MF0248
 MF0248'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1998 (SL)
 MF0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1214 ***********************************************************************
 JC1214  DESIGNATION -  G 282
 JC1214  PID         -  JC1214
 JC1214  STATE/COUNTY-  IL/MADISON
 JC1214  USGS QUAD   -  ALTON (1994)
 JC1214
 JC1214                         *CURRENT SURVEY CONTROL
 JC1214  ___________________________________________________________________
 JC1214* NAD 83(1986)-  38 53 06.     (N)    090 07 36.     (W)     SCALED    
 JC1214* NAVD 88     -       135.842  (meters)     445.68   (feet)  ADJUSTED  
 JC1214  ___________________________________________________________________
 JC1214  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JC1214  DYNAMIC HT  -         135.758 (meters)     445.40  (feet)  COMP
 JC1214  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 JC1214
 JC1214  VERT ORDER  -  FIRST     CLASS II
 JC1214
 JC1214.The horizontal coordinates were scaled from a topographic map and have
 JC1214.an estimated accuracy of +/- 6 seconds.
 JC1214
 JC1214.The orthometric height was determined by differential leveling
 JC1214.and adjusted by the National Geodetic Survey in June 1991..
 JC1214
 JC1214.The geoid height was determined by GEOID03.
 JC1214
 JC1214.The dynamic height is computed by dividing the NAVD 88
 JC1214.geopotential number by the normal gravity value computed on the
 JC1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1214.degrees latitude (g = 980.6199 gals.).
 JC1214
 JC1214.The modeled gravity was interpolated from observed gravity values.
 JC1214
 JC1214;                    North         East    Units  Estimated Accuracy
 JC1214;SPC IL W     -   246,200.      703,470.      MT  (+/- 180 meters Scaled)
 JC1214
 JC1214                          SUPERSEDED SURVEY CONTROL
 JC1214
 JC1214  NGVD 29 (??/??/??)  135.808  (m)          445.56   (f) ADJUSTED    1 2
 JC1214
 JC1214.Superseded values are not recommended for survey control.
 JC1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1214.See file dsdata.txt to determine how the superseded data were derived.
 JC1214
 JC1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD492079(NAD 83)
 JC1214_MARKER: I = METAL ROD
 JC1214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1214_SP_SET: STAINLESS STEEL ROD
 JC1214_STAMPING: G 282 1981
 JC1214_MARK LOGO: NGS   
 JC1214_PROJECTION: FLUSH
 JC1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1214_ROD/PIPE-DEPTH: 9.75 meters
 JC1214
 JC1214  HISTORY     - Date     Condition        Report By
 JC1214  HISTORY     - 1981     MONUMENTED       NGS
 JC1214
 JC1214                          STATION DESCRIPTION
 JC1214
 JC1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1214'IN ALTON.
 JC1214'IN ALTON AT THE JUNCTION OF EAST BROADWAY AND THE NORTH END OF THE
 JC1214'SPUR LEVEE ON THE NORTHWEST SIDE OF WOOD RIVER, 0.35 KILOMETER (0.2
 JC1214'MILE) EAST OF THE EAST END OF THE BROADWAY BRIDGE OVER WOOD RIVER, AT
 JC1214'THE NORTH END OF THE FIRST FLOOD GATE OF THE LEVEE SOUTH OF EAST
 JC1214'BROADWAY, 24.38 METERS (81.0 FEET) SOUTH OF THE CENTER LINE OF THE
 JC1214'WEST BOUND LANE OF EAST BROADWAY, 19.50 METERS (64.0 FEET) WEST OF A
 JC1214'POWER POLE WITH LINE CROSSING THE LEVEE, 10.50 METERS (33.0 FEET)
 JC1214'NORTHEAST OF THE CENTER OF THE FLOOD GATE, 1.56 METERS (3.8 FEET) WEST
 JC1214'OF THE TOP WEST EDGE OF THE NORTH CONCRETE HEAD WALL OF THE FLOOD GATE
 JC1214'AND 0.21 METER (0.7 FOOT) NORTH OF A METAL WITNESS POST.
 JC1214'THE MARK IS 0.32 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1192 ***********************************************************************
 JC1192  DESIGNATION -  G 283
 JC1192  PID         -  JC1192
 JC1192  STATE/COUNTY-  IL/MADISON
 JC1192  USGS QUAD   -  WOOD RIVER (1994)
 JC1192
 JC1192                         *CURRENT SURVEY CONTROL
 JC1192  ___________________________________________________________________
 JC1192* NAD 83(1986)-  38 48 15.     (N)    090 04 50.     (W)     SCALED    
 JC1192* NAVD 88     -       136.525  (meters)     447.92   (feet)  ADJUSTED  
 JC1192  ___________________________________________________________________
 JC1192  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JC1192  DYNAMIC HT  -         136.440 (meters)     447.64  (feet)  COMP
 JC1192  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 JC1192
 JC1192  VERT ORDER  -  FIRST     CLASS II
 JC1192
 JC1192.The horizontal coordinates were scaled from a topographic map and have
 JC1192.an estimated accuracy of +/- 6 seconds.
 JC1192
 JC1192.The orthometric height was determined by differential leveling
 JC1192.and adjusted by the National Geodetic Survey in June 1991..
 JC1192
 JC1192.The geoid height was determined by GEOID03.
 JC1192
 JC1192.The dynamic height is computed by dividing the NAVD 88
 JC1192.geopotential number by the normal gravity value computed on the
 JC1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1192.degrees latitude (g = 980.6199 gals.).
 JC1192
 JC1192.The modeled gravity was interpolated from observed gravity values.
 JC1192
 JC1192;                    North         East    Units  Estimated Accuracy
 JC1192;SPC IL W     -   237,230.      707,480.      MT  (+/- 180 meters Scaled)
 JC1192
 JC1192                          SUPERSEDED SURVEY CONTROL
 JC1192
 JC1192  NGVD 29 (??/??/??)  136.491  (m)          447.80   (f) ADJUSTED    1 2
 JC1192
 JC1192.Superseded values are not recommended for survey control.
 JC1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1192.See file dsdata.txt to determine how the superseded data were derived.
 JC1192
 JC1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC535990(NAD 83)
 JC1192_MARKER: I = METAL ROD
 JC1192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1192_SP_SET: STAINLESS STEEL ROD
 JC1192_STAMPING: G 283 1981
 JC1192_MARK LOGO: NGS   
 JC1192_PROJECTION: FLUSH
 JC1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1192_ROD/PIPE-DEPTH: 9.8  meters
 JC1192
 JC1192  HISTORY     - Date     Condition        Report By
 JC1192  HISTORY     - 1981     MONUMENTED       NGS
 JC1192
 JC1192                          STATION DESCRIPTION
 JC1192
 JC1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1192'4.9 KM (3.05 MI) SOUTH FROM HARTFORD.
 JC1192'3.3 KILOMETERS (2.05 MILES) SOUTH ALONG STATE HIGHWAY 3 FROM THE
 JC1192'JUNCTION OF HAWTHORNE ROAD IN HARTFORD TO THE SOUTH LEVEE OF THE
 JC1192'CAHOKIA DIVERSION CHANNEL, THENCE 1.6 KILOMETERS (1.0 MILE) EAST ALONG
 JC1192'THE SOUTH LEVEE TO THE MARK ON THE RIGHT, 2.74 METERS (9.0 FEET) SOUTH
 JC1192'OF THE CENTER OF THE LEVEE ROAD, AND 0.49 METERS (1.6 FEET) EAST OF A
 JC1192'METAL WITNESS POST.
 JC1192'THE MARK IS 0.49 METERS  W FROM A WITNESS POST.
 JC1192'THE MARK IS 0.1 M BELOW LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1091 ***********************************************************************
 JC1091  DESIGNATION -  G 284
 JC1091  PID         -  JC1091
 JC1091  STATE/COUNTY-  IL/MONROE
 JC1091  USGS QUAD   -  VALMEYER (1993)
 JC1091
 JC1091                         *CURRENT SURVEY CONTROL
 JC1091  ___________________________________________________________________
 JC1091* NAD 83(1986)-  38 19 15.     (N)    090 21 14.     (W)     SCALED    
 JC1091* NAVD 88     -       125.870  (meters)     412.96   (feet)  ADJUSTED  
 JC1091  ___________________________________________________________________
 JC1091  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JC1091  DYNAMIC HT  -         125.788 (meters)     412.69  (feet)  COMP
 JC1091  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JC1091
 JC1091  VERT ORDER  -  FIRST     CLASS II
 JC1091
 JC1091.The horizontal coordinates were scaled from a topographic map and have
 JC1091.an estimated accuracy of +/- 6 seconds.
 JC1091
 JC1091.The orthometric height was determined by differential leveling
 JC1091.and adjusted by the National Geodetic Survey in June 1991..
 JC1091
 JC1091.The geoid height was determined by GEOID03.
 JC1091
 JC1091.The dynamic height is computed by dividing the NAVD 88
 JC1091.geopotential number by the normal gravity value computed on the
 JC1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1091.degrees latitude (g = 980.6199 gals.).
 JC1091
 JC1091.The modeled gravity was interpolated from observed gravity values.
 JC1091
 JC1091;                    North         East    Units  Estimated Accuracy
 JC1091;SPC IL W     -   183,600.      683,630.      MT  (+/- 180 meters Scaled)
 JC1091
 JC1091                          SUPERSEDED SURVEY CONTROL
 JC1091
 JC1091  NGVD 29 (??/??/??)  125.822  (m)          412.80   (f) ADJUSTED    1 2
 JC1091
 JC1091.Superseded values are not recommended for survey control.
 JC1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1091.See file dsdata.txt to determine how the superseded data were derived.
 JC1091
 JC1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC313447(NAD 83)
 JC1091_MARKER: I = METAL ROD
 JC1091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1091_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1091_STAMPING: G 284 1981
 JC1091_MARK LOGO: NGS   
 JC1091_PROJECTION: FLUSH
 JC1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1091+STABILITY: POSITION/ELEVATION WELL
 JC1091_ROD/PIPE-DEPTH: 21.9 meters
 JC1091_SLEEVE-DEPTH  : 6.0 meters
 JC1091
 JC1091  HISTORY     - Date     Condition        Report By
 JC1091  HISTORY     - 1981     MONUMENTED       NGS
 JC1091
 JC1091                          STATION DESCRIPTION
 JC1091
 JC1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1091'8.5 KM (5.3 MI) WSW FROM FOUNTAIN.
 JC1091'7.9 KILOMETERS (4.9 MILES) WEST-SOUTHWEST ALONG LEVEE ROAD ON THE
 JC1091'SOUTHEAST SIDE OF FOUNTAIN CREEK FROM THE SOUTHWEST END OF THE
 JC1091'MISSOURI PACIFIC RAILROAD BRIDGE OVER FONTAIN CREEK IN FOUNTAIN,
 JC1091'THENCE CONTINUE SOUTH ALONG THE SAME LEVEE ROAD FOR 0.6 KILOMETER (0.4
 JC1091'MILE) TO THE JUNCTION OF COUNTY ROAD NUMBER 1660N AND THE MARK ON THE
 JC1091'LEFT, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF COUNTY ROAD 1660N,
 JC1091'5.79 METERS (19.0 FEET) EAST OF THE CENTER OF THE LEVEE ROAD,
 JC1091'4.87 METERS (16.0 FEET) SOUTH OF THE CENTER OF ROAD NUMBER 1660N,
 JC1091'1.52 METERS (5.0 FEET) NORTH OF A 4X4-INCH WOODEN POST ROAD SIGN AND
 JC1091'0.3 METER (1.0 FOOT) WEST OF A METAL WITNESS POST.
 JC1091'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 JC1091'THE MARK IS 0.18 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1129 ***********************************************************************
 JC1129  DESIGNATION -  G 285
 JC1129  PID         -  JC1129
 JC1129  STATE/COUNTY-  IL/MONROE
 JC1129  USGS QUAD   -  OAKVILLE (1998)
 JC1129
 JC1129                         *CURRENT SURVEY CONTROL
 JC1129  ___________________________________________________________________
 JC1129* NAD 83(1986)-  38 29 50.     (N)    090 15 27.     (W)     SCALED    
 JC1129* NAVD 88     -       129.675  (meters)     425.44   (feet)  ADJUSTED  
 JC1129  ___________________________________________________________________
 JC1129  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 JC1129  DYNAMIC HT  -         129.592 (meters)     425.17  (feet)  COMP
 JC1129  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JC1129
 JC1129  VERT ORDER  -  FIRST     CLASS II
 JC1129
 JC1129.The horizontal coordinates were scaled from a topographic map and have
 JC1129.an estimated accuracy of +/- 6 seconds.
 JC1129
 JC1129.The orthometric height was determined by differential leveling
 JC1129.and adjusted by the National Geodetic Survey in June 1991..
 JC1129
 JC1129.The geoid height was determined by GEOID03.
 JC1129
 JC1129.The dynamic height is computed by dividing the NAVD 88
 JC1129.geopotential number by the normal gravity value computed on the
 JC1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1129.degrees latitude (g = 980.6199 gals.).
 JC1129
 JC1129.The modeled gravity was interpolated from observed gravity values.
 JC1129
 JC1129;                    North         East    Units  Estimated Accuracy
 JC1129;SPC IL W     -   203,160.      692,080.      MT  (+/- 180 meters Scaled)
 JC1129
 JC1129                          SUPERSEDED SURVEY CONTROL
 JC1129
 JC1129  NGVD 29 (??/??/??)  129.634  (m)          425.31   (f) ADJUSTED    1 2
 JC1129
 JC1129.Superseded values are not recommended for survey control.
 JC1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1129.See file dsdata.txt to determine how the superseded data were derived.
 JC1129
 JC1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC391645(NAD 83)
 JC1129_MARKER: I = METAL ROD
 JC1129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1129_SP_SET: STAINLESS STEEL ROD
 JC1129_STAMPING: G 285 1981
 JC1129_MARK LOGO: NGS   
 JC1129_PROJECTION: FLUSH
 JC1129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1129_ROD/PIPE-DEPTH: 9.8  meters
 JC1129
 JC1129  HISTORY     - Date     Condition        Report By
 JC1129  HISTORY     - 1981     MONUMENTED       NGS
 JC1129
 JC1129                          STATION DESCRIPTION
 JC1129
 JC1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1129'5.8 KM (3.6 MI) SW FROM EAST CARONDELET.
 JC1129'5.8 KILOMETERS (3.6 MILES)SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM
 JC1129'THE JUNCTION OF STATE STREET IN CARONDELET TO THE MARK ON THE LEFT
 JC1129'REAR THE DRIVEWAY LEADING EAST TO A SMALL WOOD FRAMED HOUSE ALSO 1.85
 JC1129'KILOMETERS (1.15 FEET) EAST OF THE CENTER OF THE LEVEE ROAD,
 JC1129'38.10 METERS (125.0 FEET) SOUTH OF THE CENTER OF THE DRIVEWAY,
 JC1129'0.45 METERS (1.5 FEET) NORTH OF A METAL WITNESS POST.
 JC1129'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 JC1129'THE MARK IS 0.15 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1066 ***********************************************************************
 JC1066  DESIGNATION -  G 286
 JC1066  PID         -  JC1066
 JC1066  STATE/COUNTY-  IL/RANDOLPH
 JC1066  USGS QUAD   -  BLOOMSDALE (1993)
 JC1066
 JC1066                         *CURRENT SURVEY CONTROL
 JC1066  ___________________________________________________________________
 JC1066* NAD 83(1986)-  38 04 16.     (N)    090 07 51.     (W)     SCALED    
 JC1066* NAVD 88     -       123.276  (meters)     404.45   (feet)  ADJUSTED  
 JC1066  ___________________________________________________________________
 JC1066  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JC1066  DYNAMIC HT  -         123.193 (meters)     404.18  (feet)  COMP
 JC1066  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 JC1066
 JC1066  VERT ORDER  -  FIRST     CLASS II
 JC1066
 JC1066.The horizontal coordinates were scaled from a topographic map and have
 JC1066.an estimated accuracy of +/- 6 seconds.
 JC1066
 JC1066.The orthometric height was determined by differential leveling
 JC1066.and adjusted by the National Geodetic Survey in June 1991..
 JC1066
 JC1066.The geoid height was determined by GEOID03.
 JC1066
 JC1066.The dynamic height is computed by dividing the NAVD 88
 JC1066.geopotential number by the normal gravity value computed on the
 JC1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1066.degrees latitude (g = 980.6199 gals.).
 JC1066
 JC1066.The modeled gravity was interpolated from observed gravity values.
 JC1066
 JC1066;                    North         East    Units  Estimated Accuracy
 JC1066;SPC IL W     -   155,860.      703,140.      MT  (+/- 180 meters Scaled)
 JC1066
 JC1066                          SUPERSEDED SURVEY CONTROL
 JC1066
 JC1066  NGVD 29 (??/??/??)  123.219  (m)          404.26   (f) ADJUSTED    1 2
 JC1066
 JC1066.Superseded values are not recommended for survey control.
 JC1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1066.See file dsdata.txt to determine how the superseded data were derived.
 JC1066
 JC1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC516175(NAD 83)
 JC1066_MARKER: I = METAL ROD
 JC1066_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1066_SP_SET: STAINLESS STEEL ROD
 JC1066_STAMPING: G 286 1981
 JC1066_MARK LOGO: NGS   
 JC1066_PROJECTION: FLUSH
 JC1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1066_ROD/PIPE-DEPTH: 11.0 meters
 JC1066
 JC1066  HISTORY     - Date     Condition        Report By
 JC1066  HISTORY     - 1981     MONUMENTED       NGS
 JC1066
 JC1066                          STATION DESCRIPTION
 JC1066
 JC1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1066'6.1 KM (3.8 MI) WEST FROM PRAIRIE DU ROCHER.
 JC1066'3.4 KILOMETERS (2.1 MILES) SOUTH-SOUTHWEST ALONG THE LEVEE ON THE WEST
 JC1066'SIDE OF PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE HIGHWAY
 JC1066'155 IN PRAIRIE DUROCHER, THENCE CONTINUE NORTHWEST ON THE SAME LEVEE
 JC1066'FOR 2.7 KILOMETERS (1.7 MILES) TO THE MARK ON THE RIGHT, 0.2
 JC1066'KILOMETERS (0.1 MILE) NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD
 JC1066'LEADING EAST, 4.57 METERS (15.0 FEET) NORTHEAST OF THE CENTER OF THE
 JC1066'LEVEE ROAD AND 0.30 METER (1.0 FOOT) SOUTHEAST OF A METAL WITNESS
 JC1066'POST.
 JC1066'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 JC1066'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1093 ***********************************************************************
 JC1093  DESIGNATION -  G 287
 JC1093  PID         -  JC1093
 JC1093  STATE/COUNTY-  IL/MONROE
 JC1093  USGS QUAD   -  VALMEYER (1993)
 JC1093
 JC1093                         *CURRENT SURVEY CONTROL
 JC1093  ___________________________________________________________________
 JC1093* NAD 83(1986)-  38 19 44.     (N)    090 20 16.     (W)     SCALED    
 JC1093* NAVD 88     -       126.113  (meters)     413.76   (feet)  ADJUSTED  
 JC1093  ___________________________________________________________________
 JC1093  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JC1093  DYNAMIC HT  -         126.031 (meters)     413.49  (feet)  COMP
 JC1093  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 JC1093
 JC1093  VERT ORDER  -  FIRST     CLASS II
 JC1093
 JC1093.The horizontal coordinates were scaled from a topographic map and have
 JC1093.an estimated accuracy of +/- 6 seconds.
 JC1093
 JC1093.The orthometric height was determined by differential leveling
 JC1093.and adjusted by the National Geodetic Survey in June 1991..
 JC1093
 JC1093.The geoid height was determined by GEOID03.
 JC1093
 JC1093.The dynamic height is computed by dividing the NAVD 88
 JC1093.geopotential number by the normal gravity value computed on the
 JC1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1093.degrees latitude (g = 980.6199 gals.).
 JC1093
 JC1093.The modeled gravity was interpolated from observed gravity values.
 JC1093
 JC1093;                    North         East    Units  Estimated Accuracy
 JC1093;SPC IL W     -   184,490.      685,040.      MT  (+/- 180 meters Scaled)
 JC1093
 JC1093                          SUPERSEDED SURVEY CONTROL
 JC1093
 JC1093  NGVD 29 (??/??/??)  126.066  (m)          413.60   (f) ADJUSTED    1 2
 JC1093
 JC1093.Superseded values are not recommended for survey control.
 JC1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1093.See file dsdata.txt to determine how the superseded data were derived.
 JC1093
 JC1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC327456(NAD 83)
 JC1093_MARKER: I = METAL ROD
 JC1093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1093_SP_SET: STAINLESS STEEL ROD
 JC1093_STAMPING: G 287 1981
 JC1093_MARK LOGO: NGS   
 JC1093_PROJECTION: FLUSH
 JC1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1093_ROD/PIPE-DEPTH: 9.8  meters
 JC1093
 JC1093  HISTORY     - Date     Condition        Report By
 JC1093  HISTORY     - 1981     MONUMENTED       NGS
 JC1093
 JC1093                          STATION DESCRIPTION
 JC1093
 JC1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1093'6.4 KM (4.0 MI) SW FROM FOUNTAIN.
 JC1093'6.4 KILOMETERS (4.0 MILES) SOUTHWEST ALONG THE TOP OF THE SOUTH LEVEE
 JC1093'OF FOUNTAIN CREEK FROM THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD
 JC1093'IN FOUNTAIN TO THE MARK ON THE LEFT, 3.81 METERS (12.5 FEET)
 JC1093'SOUTH-SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, 0.46 METERS (1.5
 JC1093'FEET) EAST-NORTHEAST OF A METAL WITNESS POST.
 JC1093'THE MARK IS 0.46 METERS  WSW FROM A WITNESS POST.
 JC1093'THE MARK IS 0.15 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1052 ***********************************************************************
 JC1052  DESIGNATION -  G 288
 JC1052  PID         -  JC1052
 JC1052  STATE/COUNTY-  IL/RANDOLPH
 JC1052  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1052
 JC1052                         *CURRENT SURVEY CONTROL
 JC1052  ___________________________________________________________________
 JC1052* NAD 83(1986)-  38 00 41.     (N)    090 02 48.     (W)     SCALED    
 JC1052* NAVD 88     -       121.474  (meters)     398.54   (feet)  ADJUSTED  
 JC1052  ___________________________________________________________________
 JC1052  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JC1052  DYNAMIC HT  -         121.391 (meters)     398.26  (feet)  COMP
 JC1052  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 JC1052
 JC1052  VERT ORDER  -  FIRST     CLASS II
 JC1052
 JC1052.The horizontal coordinates were scaled from a topographic map and have
 JC1052.an estimated accuracy of +/- 6 seconds.
 JC1052
 JC1052.The orthometric height was determined by differential leveling
 JC1052.and adjusted by the National Geodetic Survey in June 1991..
 JC1052
 JC1052.The geoid height was determined by GEOID03.
 JC1052
 JC1052.The dynamic height is computed by dividing the NAVD 88
 JC1052.geopotential number by the normal gravity value computed on the
 JC1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1052.degrees latitude (g = 980.6199 gals.).
 JC1052
 JC1052.The modeled gravity was interpolated from observed gravity values.
 JC1052
 JC1052;                    North         East    Units  Estimated Accuracy
 JC1052;SPC IL W     -   149,240.      710,540.      MT  (+/- 180 meters Scaled)
 JC1052
 JC1052                          SUPERSEDED SURVEY CONTROL
 JC1052
 JC1052  NGVD 29 (??/??/??)  121.412  (m)          398.33   (f) ADJUSTED    1 2
 JC1052
 JC1052.Superseded values are not recommended for survey control.
 JC1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1052.See file dsdata.txt to determine how the superseded data were derived.
 JC1052
 JC1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC592111(NAD 83)
 JC1052_MARKER: I = METAL ROD
 JC1052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1052_SP_SET: STAINLESS STEEL ROD
 JC1052_STAMPING: G 288 1981
 JC1052_MARK LOGO: NGS   
 JC1052_PROJECTION: FLUSH
 JC1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1052_ROD/PIPE-DEPTH: 7.30 meters
 JC1052
 JC1052  HISTORY     - Date     Condition        Report By
 JC1052  HISTORY     - 1981     MONUMENTED       NGS
 JC1052
 JC1052                          STATION DESCRIPTION
 JC1052
 JC1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1052'11.0 KM (6.85 MI) SOUTH FROM PRAIRIE DU ROCHER.
 JC1052'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG THE TOP OF THE SOUTH MAIN LEVEE
 JC1052'FROM THE INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER TO A
 JC1052'BEND IN THE LEVEE, THENCE 7.3 KILOMETERS (4.55 MILES) SOUTHEAST ALONG
 JC1052'THE TOP OF THE MAIN LEVEE TO THE MARK ON THE LEFT, 4.27 METERS (14.0
 JC1052'FEET) NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 0.46 METER (1.5
 JC1052'FEET) SOUTHEAST OF A METAL WITNESS POST.
 JC1052'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 JC1052'THE MARK IS 0.15 M BELOW TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1392 ***********************************************************************
 HB1392  DESIGNATION -  G 289
 HB1392  PID         -  HB1392
 HB1392  STATE/COUNTY-  IL/RANDOLPH
 HB1392  USGS QUAD   -  BELGIQUE (1993)
 HB1392
 HB1392                         *CURRENT SURVEY CONTROL
 HB1392  ___________________________________________________________________
 HB1392* NAD 83(1986)-  37 52 20.     (N)    089 47 53.     (W)     SCALED    
 HB1392* NAVD 88     -       119.279  (meters)     391.33   (feet)  ADJUSTED  
 HB1392  ___________________________________________________________________
 HB1392  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HB1392  DYNAMIC HT  -         119.197 (meters)     391.07  (feet)  COMP
 HB1392  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HB1392
 HB1392  VERT ORDER  -  FIRST     CLASS II
 HB1392
 HB1392.The horizontal coordinates were scaled from a topographic map and have
 HB1392.an estimated accuracy of +/- 6 seconds.
 HB1392
 HB1392.The orthometric height was determined by differential leveling
 HB1392.and adjusted by the National Geodetic Survey in June 1991..
 HB1392
 HB1392.The geoid height was determined by GEOID03.
 HB1392
 HB1392.The dynamic height is computed by dividing the NAVD 88
 HB1392.geopotential number by the normal gravity value computed on the
 HB1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1392.degrees latitude (g = 980.6199 gals.).
 HB1392
 HB1392.The modeled gravity was interpolated from observed gravity values.
 HB1392
 HB1392;                    North         East    Units  Estimated Accuracy
 HB1392;SPC IL W     -   133,850.      732,430.      MT  (+/- 180 meters Scaled)
 HB1392
 HB1392                          SUPERSEDED SURVEY CONTROL
 HB1392
 HB1392  NGVD 29 (??/??/??)  119.209  (m)          391.10   (f) ADJUSTED    1 2
 HB1392
 HB1392.Superseded values are not recommended for survey control.
 HB1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1392.See file dsdata.txt to determine how the superseded data were derived.
 HB1392
 HB1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG538953(NAD 83)
 HB1392_MARKER: I = METAL ROD
 HB1392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1392_SP_SET: STAINLESS STEEL ROD
 HB1392_STAMPING: G 289 1981
 HB1392_MARK LOGO: NGS   
 HB1392_PROJECTION: FLUSH
 HB1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1392_ROD/PIPE-DEPTH: 9.80 meters
 HB1392
 HB1392  HISTORY     - Date     Condition        Report By
 HB1392  HISTORY     - 1981     MONUMENTED       NGS
 HB1392
 HB1392                          STATION DESCRIPTION
 HB1392
 HB1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1392'6.2 KM (3.85 MI) SE FROM CHESTER.
 HB1392'1.35 KILOMETERS (0.85 MILE) SOUTHWEST ALONG ILLINOIS STATE HIGHWAY 150
 HB1392'AND MISSOURI STATE HIGHWAY 51 FROM THE JUNCTION OF REILY LAKE ROAD AND
 HB1392'THE TOLL BOOTH OF THE BRIDGE IN CHESTER, THENCE 4.8 KILOMETERS (3.0
 HB1392'MILES) SOUTHEAST ALONG THE TOP OF THE MAIN LEVEE TO THE MARK ON THE
 HB1392'RIGHT, 3.51 METERS (11.5 FEET) SOUTHWEST OF THE CENTER OF THE LEVEE
 HB1392'ROAD AND 0.46 METER (1.5 FEET) SOUTHEAST OF A METAL WITNESS POST.
 HB1392'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 HB1392'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0350 ***********************************************************************
 MF0350  DESIGNATION -  G 29
 MF0350  PID         -  MF0350
 MF0350  STATE/COUNTY-  IL/LA SALLE
 MF0350  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0350
 MF0350                         *CURRENT SURVEY CONTROL
 MF0350  ___________________________________________________________________
 MF0350* NAD 83(1986)-  41 07 04.     (N)    088 49 15.     (W)     SCALED    
 MF0350* NAVD 88     -       187.786  (meters)     616.09   (feet)  ADJUSTED  
 MF0350  ___________________________________________________________________
 MF0350  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MF0350  DYNAMIC HT  -         187.709 (meters)     615.84  (feet)  COMP
 MF0350  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 MF0350
 MF0350  VERT ORDER  -  SECOND    CLASS 0
 MF0350
 MF0350.The horizontal coordinates were scaled from a topographic map and have
 MF0350.an estimated accuracy of +/- 6 seconds.
 MF0350
 MF0350.The orthometric height was determined by differential leveling
 MF0350.and adjusted by the National Geodetic Survey in June 1991..
 MF0350
 MF0350.The geoid height was determined by GEOID03.
 MF0350
 MF0350.The dynamic height is computed by dividing the NAVD 88
 MF0350.geopotential number by the normal gravity value computed on the
 MF0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0350.degrees latitude (g = 980.6199 gals.).
 MF0350
 MF0350.The modeled gravity was interpolated from observed gravity values.
 MF0350
 MF0350;                    North         East    Units  Estimated Accuracy
 MF0350;SPC IL E     -   494,240.      259,060.      MT  (+/- 180 meters Scaled)
 MF0350
 MF0350                          SUPERSEDED SURVEY CONTROL
 MF0350
 MF0350  NGVD 29 (??/??/92)  187.848  (m)          616.30   (f) ADJ UNCH    2 0
 MF0350
 MF0350.Superseded values are not recommended for survey control.
 MF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0350.See file dsdata.txt to determine how the superseded data were derived.
 MF0350
 MF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL471534(NAD 83)
 MF0350_MARKER: DB = BENCH MARK DISK
 MF0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0350_STAMPING: G 29 1934
 MF0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0350+STABILITY: SURFACE MOTION
 MF0350
 MF0350  HISTORY     - Date     Condition        Report By
 MF0350  HISTORY     - 1934     MONUMENTED       CGS
 MF0350  HISTORY     - 1941     GOOD             NGS
 MF0350  HISTORY     - 1941     GOOD             NGS
 MF0350  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF0350  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF0350
 MF0350                          STATION DESCRIPTION
 MF0350
 MF0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MF0350'AT STREATOR.
 MF0350'AT STREATOR, LA SALLE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MF0350'54 FEET NORTH OF STATION 8000, AT THE LUNDY STREET CROSSING, 15
 MF0350'FEET NORTH OF THE CENTERLINE OF THE STREET, 18 FEET WEST OF THE
 MF0350'CENTERLINE OF THE TRACK, IN A TERRACE BETWEEN THE STREET AND THE
 MF0350'SIDEWALK, 3 FEET EAST OF A POWER POLE, AND LEVEL WITH THE RAIL.
 MF0350'A STANDARD DISK, STAMPED G 29 1934 AND SET IN THE TOP OF A CONCRETE
 MF0350'POST.
 MF0350
 MF0350                          STATION RECOVERY (1941)
 MF0350
 MF0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MF0350'RECOVERED IN GOOD CONDITION.
 MF0350
 MF0350                          STATION RECOVERY (1997)
 MF0350
 MF0350'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0350'MARK NOT FOUND.
 MF0350
 MF0350                          STATION RECOVERY (2002)
 MF0350
 MF0350'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1370 ***********************************************************************
 HB1370  DESIGNATION -  G 290
 HB1370  PID         -  HB1370
 HB1370  STATE/COUNTY-  IL/JACKSON
 HB1370  USGS QUAD   -  ALTENBURG (1994)
 HB1370
 HB1370                         *CURRENT SURVEY CONTROL
 HB1370  ___________________________________________________________________
 HB1370* NAD 83(1986)-  37 42 57.     (N)    089 33 20.     (W)     SCALED    
 HB1370* NAVD 88     -       116.368  (meters)     381.78   (feet)  ADJUSTED  
 HB1370  ___________________________________________________________________
 HB1370  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HB1370  DYNAMIC HT  -         116.287 (meters)     381.52  (feet)  COMP
 HB1370  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 HB1370
 HB1370  VERT ORDER  -  FIRST     CLASS II
 HB1370
 HB1370.The horizontal coordinates were scaled from a topographic map and have
 HB1370.an estimated accuracy of +/- 6 seconds.
 HB1370
 HB1370.The orthometric height was determined by differential leveling
 HB1370.and adjusted by the National Geodetic Survey in June 1991..
 HB1370
 HB1370.The geoid height was determined by GEOID03.
 HB1370
 HB1370.The dynamic height is computed by dividing the NAVD 88
 HB1370.geopotential number by the normal gravity value computed on the
 HB1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1370.degrees latitude (g = 980.6199 gals.).
 HB1370
 HB1370.The modeled gravity was interpolated from observed gravity values.
 HB1370
 HB1370;                    North         East    Units  Estimated Accuracy
 HB1370;SPC IL W     -   116,610.      753,880.      MT  (+/- 180 meters Scaled)
 HB1370
 HB1370                          SUPERSEDED SURVEY CONTROL
 HB1370
 HB1370  NGVD 29 (??/??/??)  116.286  (m)          381.51   (f) ADJUSTED    1 2
 HB1370
 HB1370.Superseded values are not recommended for survey control.
 HB1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1370.See file dsdata.txt to determine how the superseded data were derived.
 HB1370
 HB1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG747773(NAD 83)
 HB1370_MARKER: I = METAL ROD
 HB1370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1370_SP_SET: STAINLESS STEEL ROD
 HB1370_STAMPING: G 290 1981
 HB1370_MARK LOGO: NGS   
 HB1370_PROJECTION: FLUSH
 HB1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1370_ROD/PIPE-DEPTH: 9.8  meters
 HB1370
 HB1370  HISTORY     - Date     Condition        Report By
 HB1370  HISTORY     - 1981     MONUMENTED       NGS
 HB1370
 HB1370                          STATION DESCRIPTION
 HB1370
 HB1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1370'21.0 KM (13.05 MI) SE FROM CORA.
 HB1370'8.1 KILOMETERS (5.05 MILES) SOUTH ALONG TOP OF THE MAIN LEVEE FROM THE
 HB1370'INTERSECTION OF THE MISSOURI PACIFIC RAILROAD IN CORA TO A BEND IN THE
 HB1370'LEVEE, THENCE 12.9 KILOMETERS (8.0 MILES) SOUTHEAST ALONG TOP OF THE
 HB1370'LEVEE TO THE MARK ON THE LEFT, 3.05 METERS (10.0 FEET) NORTH OF THE
 HB1370'CENTER OF THE LEVEE ROAD.
 HB1370'THE MARK IS 0.46 METERS  WNW FROM A WITNESS POST.
 HB1370'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1351 ***********************************************************************
 HB1351  DESIGNATION -  G 291
 HB1351  PID         -  HB1351
 HB1351  STATE/COUNTY-  IL/JACKSON
 HB1351  USGS QUAD   -  MURPHYSBORO (1978)
 HB1351
 HB1351                         *CURRENT SURVEY CONTROL
 HB1351  ___________________________________________________________________
 HB1351* NAD 83(1986)-  37 45 51.     (N)    089 20 34.     (W)     SCALED    
 HB1351* NAVD 88     -       127.194  (meters)     417.30   (feet)  ADJUSTED  
 HB1351  ___________________________________________________________________
 HB1351  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HB1351  DYNAMIC HT  -         127.106 (meters)     417.01  (feet)  COMP
 HB1351  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 HB1351
 HB1351  VERT ORDER  -  FIRST     CLASS II
 HB1351
 HB1351.The horizontal coordinates were scaled from a topographic map and have
 HB1351.an estimated accuracy of +/- 6 seconds.
 HB1351
 HB1351.The orthometric height was determined by differential leveling
 HB1351.and adjusted by the National Geodetic Survey in June 1991..
 HB1351
 HB1351.The geoid height was determined by GEOID03.
 HB1351
 HB1351.The dynamic height is computed by dividing the NAVD 88
 HB1351.geopotential number by the normal gravity value computed on the
 HB1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1351.degrees latitude (g = 980.6199 gals.).
 HB1351
 HB1351.The modeled gravity was interpolated from observed gravity values.
 HB1351
 HB1351;                    North         East    Units  Estimated Accuracy
 HB1351;SPC IL W     -   122,120.      772,590.      MT  (+/- 180 meters Scaled)
 HB1351
 HB1351                          SUPERSEDED SURVEY CONTROL
 HB1351
 HB1351  NGVD 29 (??/??/??)  127.116  (m)          417.05   (f) ADJUSTED    1 2
 HB1351
 HB1351.Superseded values are not recommended for survey control.
 HB1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1351.See file dsdata.txt to determine how the superseded data were derived.
 HB1351
 HB1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG936822(NAD 83)
 HB1351_MARKER: I = METAL ROD
 HB1351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1351_SP_SET: STAINLESS STEEL ROD
 HB1351_STAMPING: G 291 1981
 HB1351_MARK LOGO: NGS   
 HB1351_PROJECTION: FLUSH
 HB1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1351_ROD/PIPE-DEPTH: 10.3 meters
 HB1351
 HB1351  HISTORY     - Date     Condition        Report By
 HB1351  HISTORY     - 1981     MONUMENTED       NGS
 HB1351
 HB1351                          STATION DESCRIPTION
 HB1351
 HB1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1351'IN MURPHYSBORO.
 HB1351'IN MURPHYSBORO, AT THE INTERSECTION OF WALNUT STREET (STATE HIGHWAY
 HB1351'149) AND 18TH STREET, 0.7 KILOMETER (0.45 MILE) WEST OF THE JACKSON
 HB1351'COUNTY COURTHOUSE, AT THE SOUTHEAST CORNER OF THE CONCRETE WALKWAY
 HB1351'AROUND THE METAL FLAGPOLE OF THE SALLIE LOGAN LIBRARY, 7.01 METERS
 HB1351'(23.0 FEET) NORTH OF THE NORTH CURB OF WALNUT STREET, 8.29 METERS
 HB1351'(27.2 FEET) SOUTH OF THE SOUTH FACE OF THE LIBRARY, 3.78 METERS (12.4
 HB1351'FEET) EAST OF THE EAST EDGE OF SIDEWALK OF THE MAIN ENTRANCE OF THE
 HB1351'LIBRARY, 0.30 METER (1.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF
 HB1351'THE SIDEWALK AROUND THE FLAGPOLE.
 HB1351'THE MARK IS 0.3 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1323 ***********************************************************************
 HB1323  DESIGNATION -  G 292
 HB1323  PID         -  HB1323
 HB1323  STATE/COUNTY-  IL/JACKSON
 HB1323  USGS QUAD   -  WOLF LAKE (1994)
 HB1323
 HB1323                         *CURRENT SURVEY CONTROL
 HB1323  ___________________________________________________________________
 HB1323* NAD 83(1986)-  37 33 50.     (N)    089 28 23.     (W)     SCALED    
 HB1323* NAVD 88     -       113.780  (meters)     373.29   (feet)  ADJUSTED  
 HB1323  ___________________________________________________________________
 HB1323  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HB1323  DYNAMIC HT  -         113.701 (meters)     373.03  (feet)  COMP
 HB1323  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 HB1323
 HB1323  VERT ORDER  -  FIRST     CLASS II
 HB1323
 HB1323.The horizontal coordinates were scaled from a topographic map and have
 HB1323.an estimated accuracy of +/- 6 seconds.
 HB1323
 HB1323.The orthometric height was determined by differential leveling
 HB1323.and adjusted by the National Geodetic Survey in June 1991..
 HB1323
 HB1323.The geoid height was determined by GEOID03.
 HB1323
 HB1323.The dynamic height is computed by dividing the NAVD 88
 HB1323.geopotential number by the normal gravity value computed on the
 HB1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1323.degrees latitude (g = 980.6199 gals.).
 HB1323
 HB1323.The modeled gravity was interpolated from observed gravity values.
 HB1323
 HB1323;                    North         East    Units  Estimated Accuracy
 HB1323;SPC IL W     -    99,790.      761,280.      MT  (+/- 180 meters Scaled)
 HB1323
 HB1323                          SUPERSEDED SURVEY CONTROL
 HB1323
 HB1323  NGVD 29 (??/??/??)  113.691  (m)          373.00   (f) ADJUSTED    1 2
 HB1323
 HB1323.Superseded values are not recommended for survey control.
 HB1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1323.See file dsdata.txt to determine how the superseded data were derived.
 HB1323
 HB1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG815603(NAD 83)
 HB1323_MARKER: I = METAL ROD
 HB1323_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1323_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1323_STAMPING: G 292 1981
 HB1323_MARK LOGO: NGS   
 HB1323_PROJECTION: FLUSH
 HB1323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1323+STABILITY: POSITION/ELEVATION WELL
 HB1323_ROD/PIPE-DEPTH: 21.9 meters
 HB1323_SLEEVE-DEPTH  : 6.1 meters
 HB1323
 HB1323  HISTORY     - Date     Condition        Report By
 HB1323  HISTORY     - 1981     MONUMENTED       NGS
 HB1323
 HB1323                          STATION DESCRIPTION
 HB1323
 HB1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1323'6.6 KM (4.1 MI) SOUTH FROM GRAND TOWER.
 HB1323'6.6 KILOMETERS (4.1 MILES) SOUTH ALONG TOP OF THE LEVEE FROM THE POST
 HB1323'OFFICE IN GRAND TOWER TO THE MARK ON THE RIGHT, AT THE JUNCTION OF
 HB1323'STATE HIGHWAY 3, 18.80 METERS (59.3 FEET) NORTHWEST OF THE NORTHWEST
 HB1323'END OF A METAL GUARDRAIL EXTENDING FROM THE BRIDGE OVER THE BIG MUDDY
 HB1323'RIVER, 10.67 METERS (35.0 FEET) SOUTHWEST OF THE CENTER LINE OF STATE
 HB1323'HIGHWAY 3.
 HB1323'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1323'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1644 ***********************************************************************
 JA1644  DESIGNATION -  G 294
 JA1644  PID         -  JA1644
 JA1644  STATE/COUNTY-  IL/LAWRENCE
 JA1644  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1644
 JA1644                         *CURRENT SURVEY CONTROL
 JA1644  ___________________________________________________________________
 JA1644* NAD 83(1986)-  38 42 54.     (N)    087 37 42.     (W)     SCALED    
 JA1644* NAVD 88     -       128.553  (meters)     421.76   (feet)  ADJUSTED  
 JA1644  ___________________________________________________________________
 JA1644  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JA1644  DYNAMIC HT  -         128.475 (meters)     421.51  (feet)  COMP
 JA1644  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JA1644
 JA1644  VERT ORDER  -  FIRST     CLASS II
 JA1644
 JA1644.The horizontal coordinates were scaled from a topographic map and have
 JA1644.an estimated accuracy of +/- 6 seconds.
 JA1644
 JA1644.The orthometric height was determined by differential leveling
 JA1644.and adjusted by the National Geodetic Survey in June 1991..
 JA1644
 JA1644.The geoid height was determined by GEOID03.
 JA1644
 JA1644.The dynamic height is computed by dividing the NAVD 88
 JA1644.geopotential number by the normal gravity value computed on the
 JA1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1644.degrees latitude (g = 980.6199 gals.).
 JA1644
 JA1644.The modeled gravity was interpolated from observed gravity values.
 JA1644
 JA1644;                    North         East    Units  Estimated Accuracy
 JA1644;SPC IL E     -   227,580.      361,320.      MT  (+/- 180 meters Scaled)
 JA1644
 JA1644                          SUPERSEDED SURVEY CONTROL
 JA1644
 JA1644.No superseded survey control is available for this station.
 JA1644
 JA1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH453853(NAD 83)
 JA1644_MARKER: I = METAL ROD
 JA1644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1644_SP_SET: STAINLESS STEEL ROD
 JA1644_STAMPING: G 294 1986
 JA1644_MARK LOGO: NGS   
 JA1644_PROJECTION: FLUSH
 JA1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1644_ROD/PIPE-DEPTH: 22.0 meters
 JA1644
 JA1644  HISTORY     - Date     Condition        Report By
 JA1644  HISTORY     - 1986     MONUMENTED       NGS
 JA1644
 JA1644                          STATION DESCRIPTION
 JA1644
 JA1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1644'5.2 KM (3.25 MI) EAST FROM LAWRENCEVILLE.
 JA1644'2.9 KM (1.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 BUSINESS FROM THE
 JA1644'COURTHOUSE IN LAWRENCEVILLE, THENCE 2.3 KM (1.45 MI) EASTERLY ALONG A
 JA1644'PAVED ROAD (OLD U.S. HIGHWAY 50), ON THE EXTENDED CENTER OF A DRIVEWAY
 JA1644'LEADING SOUTH, 12.6 M (41.3 FT) NORTH OF THE CENTERLINE OF THE
 JA1644'HIGHWAY, AND 1.2 M (3.9 FT) WEST OF A UTILITY POLE WITH A GUY WIRE.
 JA1644'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1644'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JA1644'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1565 ***********************************************************************
 JB1565  DESIGNATION -  G 295
 JB1565  PID         -  JB1565
 JB1565  STATE/COUNTY-  IL/RICHLAND
 JB1565  USGS QUAD   -  OLNEY (1971)
 JB1565
 JB1565                         *CURRENT SURVEY CONTROL
 JB1565  ___________________________________________________________________
 JB1565* NAD 83(1986)-  38 43 12.     (N)    088 03 26.     (W)     SCALED    
 JB1565* NAVD 88     -       153.542  (meters)     503.75   (feet)  ADJUSTED  
 JB1565  ___________________________________________________________________
 JB1565  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB1565  DYNAMIC HT  -         153.448 (meters)     503.44  (feet)  COMP
 JB1565  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 JB1565
 JB1565  VERT ORDER  -  FIRST     CLASS II
 JB1565
 JB1565.The horizontal coordinates were scaled from a topographic map and have
 JB1565.an estimated accuracy of +/- 6 seconds.
 JB1565
 JB1565.The orthometric height was determined by differential leveling
 JB1565.and adjusted by the National Geodetic Survey in June 1991..
 JB1565
 JB1565.The geoid height was determined by GEOID03.
 JB1565
 JB1565.The dynamic height is computed by dividing the NAVD 88
 JB1565.geopotential number by the normal gravity value computed on the
 JB1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1565.degrees latitude (g = 980.6199 gals.).
 JB1565
 JB1565.The modeled gravity was interpolated from observed gravity values.
 JB1565
 JB1565;                    North         East    Units  Estimated Accuracy
 JB1565;SPC IL E     -   227,930.      324,010.      MT  (+/- 180 meters Scaled)
 JB1565
 JB1565                          SUPERSEDED SURVEY CONTROL
 JB1565
 JB1565.No superseded survey control is available for this station.
 JB1565
 JB1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH080862(NAD 83)
 JB1565_MARKER: I = METAL ROD
 JB1565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1565_SP_SET: STAINLESS STEEL ROD
 JB1565_STAMPING: G 295 1986
 JB1565_MARK LOGO: NGS   
 JB1565_PROJECTION: FLUSH
 JB1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1565_ROD/PIPE-DEPTH: 3.6  meters
 JB1565
 JB1565  HISTORY     - Date     Condition        Report By
 JB1565  HISTORY     - 1986     MONUMENTED       NGS
 JB1565
 JB1565                          STATION DESCRIPTION
 JB1565
 JB1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1565'3.7 KM (2.3 MI) EAST FROM OLNEY.
 JB1565'3.2 KM (2.0 MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS
 JB1565'JUNCTION WITH STATE HIGHWAY 130 IN OLNEY, THENCE 0.5 KM (0.3 MI) SOUTH
 JB1565'ALONG COUNTY ROAD 1300 E, 6.2 M (20.3 FT) EAST OF THE CENTER OF THE
 JB1565'ROAD, 4.0 M (13.1 FT) SOUTH OF A UTILITY POLE, 3.3 M (10.8 FT) NORTH
 JB1565'OF THE EXTENDED CENTER OF COUNTY ROAD 1025 N, AND 1.6 M (5.3 FT) NORTH
 JB1565'OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JB1565'5-INCH LOGO CAP.
 JB1565'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JB1565'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD 1300 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1570 ***********************************************************************
 JB1570  DESIGNATION -  G 296
 JB1570  PID         -  JB1570
 JB1570  STATE/COUNTY-  IL/RICHLAND
 JB1570  USGS QUAD   -  NOBLE (1971)
 JB1570
 JB1570                         *CURRENT SURVEY CONTROL
 JB1570  ___________________________________________________________________
 JB1570* NAD 83(1986)-  38 43 01.     (N)    088 10 28.     (W)     SCALED    
 JB1570* NAVD 88     -       140.911  (meters)     462.31   (feet)  ADJUSTED  
 JB1570  ___________________________________________________________________
 JB1570  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JB1570  DYNAMIC HT  -         140.825 (meters)     462.02  (feet)  COMP
 JB1570  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 JB1570
 JB1570  VERT ORDER  -  FIRST     CLASS II
 JB1570
 JB1570.The horizontal coordinates were scaled from a topographic map and have
 JB1570.an estimated accuracy of +/- 6 seconds.
 JB1570
 JB1570.The orthometric height was determined by differential leveling
 JB1570.and adjusted by the National Geodetic Survey in June 1991..
 JB1570
 JB1570.The geoid height was determined by GEOID03.
 JB1570
 JB1570.The dynamic height is computed by dividing the NAVD 88
 JB1570.geopotential number by the normal gravity value computed on the
 JB1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1570.degrees latitude (g = 980.6199 gals.).
 JB1570
 JB1570.The modeled gravity was interpolated from observed gravity values.
 JB1570
 JB1570;                    North         East    Units  Estimated Accuracy
 JB1570;SPC IL E     -   227,570.      313,820.      MT  (+/- 180 meters Scaled)
 JB1570
 JB1570                          SUPERSEDED SURVEY CONTROL
 JB1570
 JB1570.No superseded survey control is available for this station.
 JB1570
 JB1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH978860(NAD 83)
 JB1570_MARKER: I = METAL ROD
 JB1570_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JB1570+WITH SETTING: INFORMATION.
 JB1570_SP_SET: SHALLOW-SET METAL ROD
 JB1570_STAMPING: G 296 1986
 JB1570_MARK LOGO: NGS   
 JB1570_PROJECTION: FLUSH
 JB1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1570_ROD/PIPE-DEPTH: 2.8  meters
 JB1570
 JB1570  HISTORY     - Date     Condition        Report By
 JB1570  HISTORY     - 1986     MONUMENTED       NGS
 JB1570
 JB1570                          STATION DESCRIPTION
 JB1570
 JB1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1570'10.3 KM (6.4 MI) WEST FROM OLNEY.
 JB1570'1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION WITH
 JB1570'THE CHESSIE SYSTEM RAILROAD IN OLNEY, THENCE 6.6 KM (4.1 MI) WESTERLY
 JB1570'ALONG U.S. HIGHWAY 50, THENCE 1.5 KM (0.95 MI) NORTH ALONG COUNTY ROAD
 JB1570'700 E, THENCE 0.7 KM (0.45 MI) WEST ALONG STATE HIGHWAY 250, THENCE
 JB1570'0.3 KM (0.2 MI) NORTH ALONG AIRPORT ROAD, 14.2 M (46.6 FT) SOUTHEAST
 JB1570'OF THE CENTER OF THE ROAD, AND 4.9 M (16.1 FT) SOUTHWEST OF THE CENTER
 JB1570'OF A FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JB1570'5-INCH LOGO CAP.
 JB1570'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST AND FENCE
 JB1570'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1676 ***********************************************************************
 LC1676  DESIGNATION -  G 297
 LC1676  PID         -  LC1676
 LC1676  STATE/COUNTY-  IL/DE WITT
 LC1676  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC1676
 LC1676                         *CURRENT SURVEY CONTROL
 LC1676  ___________________________________________________________________
 LC1676* NAD 83(1986)-  40 15 48.     (N)    088 39 23.     (W)     SCALED    
 LC1676* NAVD 88     -       223.352  (meters)     732.78   (feet)  ADJUSTED  
 LC1676  ___________________________________________________________________
 LC1676  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC1676  DYNAMIC HT  -         223.244 (meters)     732.43  (feet)  COMP
 LC1676  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 LC1676
 LC1676  VERT ORDER  -  FIRST     CLASS II
 LC1676
 LC1676.The horizontal coordinates were scaled from a topographic map and have
 LC1676.an estimated accuracy of +/- 6 seconds.
 LC1676
 LC1676.The orthometric height was determined by differential leveling
 LC1676.and adjusted by the National Geodetic Survey in June 1991..
 LC1676
 LC1676.The geoid height was determined by GEOID03.
 LC1676
 LC1676.The dynamic height is computed by dividing the NAVD 88
 LC1676.geopotential number by the normal gravity value computed on the
 LC1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1676.degrees latitude (g = 980.6199 gals.).
 LC1676
 LC1676.The modeled gravity was interpolated from observed gravity values.
 LC1676
 LC1676;                    North         East    Units  Estimated Accuracy
 LC1676;SPC IL E     -   399,290.      272,520.      MT  (+/- 180 meters Scaled)
 LC1676
 LC1676                          SUPERSEDED SURVEY CONTROL
 LC1676
 LC1676.No superseded survey control is available for this station.
 LC1676
 LC1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK591583(NAD 83)
 LC1676_MARKER: DB = BENCH MARK DISK
 LC1676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LC1676_SP_SET: PIER
 LC1676_STAMPING: G 297 1986
 LC1676_MARK LOGO: NGS   
 LC1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC1676+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 LC1676
 LC1676  HISTORY     - Date     Condition        Report By
 LC1676  HISTORY     - 1986     MONUMENTED       NGS
 LC1676  HISTORY     - 20030602 GOOD             BCA
 LC1676  HISTORY     - 20040927 GOOD             ILDT
 LC1676
 LC1676                          STATION DESCRIPTION
 LC1676
 LC1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1676'3.2 KM (2.0 MI) NW FROM FARMER CITY.
 LC1676'3.2 KM (2.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC1676'WITH STATE HIGHWAY 54 IN FARMER CITY, IN TOP OF THE BASE OF THE CENTER
 LC1676'PIER OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 74, 12.8 M
 LC1676'(42.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.7 M (5.6
 LC1676'FT) NORTHWEST OF THE EAST END OF THE PIER.
 LC1676'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 LC1676
 LC1676                          STATION RECOVERY (2003)
 LC1676
 LC1676'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2003 (DSC)
 LC1676'RECOVERED IN GOOD CONDITION.
 LC1676
 LC1676                          STATION RECOVERY (2004)
 LC1676
 LC1676'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1342 ***********************************************************************
 JB1342  DESIGNATION -  G 3
 JB1342  PID         -  JB1342
 JB1342  STATE/COUNTY-  IL/ST CLAIR
 JB1342  USGS QUAD   -  LEBANON (1991)
 JB1342
 JB1342                         *CURRENT SURVEY CONTROL
 JB1342  ___________________________________________________________________
 JB1342* NAD 83(1986)-  38 36 02.     (N)    089 48 29.     (W)     SCALED    
 JB1342* NAVD 88     -       139.17   (+/-2cm)     456.6    (feet)  VERTCON   
 JB1342  ___________________________________________________________________
 JB1342  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JB1342
 JB1342  VERT ORDER  -  ? (See Below)
 JB1342
 JB1342.The horizontal coordinates were scaled from a topographic map and have
 JB1342.an estimated accuracy of +/- 6 seconds.
 JB1342
 JB1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1342.The vertical order pertains to the NGVD 29 superseded value.
 JB1342
 JB1342.The geoid height was determined by GEOID03.
 JB1342
 JB1342;                    North         East    Units  Estimated Accuracy
 JB1342;SPC IL W     -   214,690.      731,240.      MT  (+/- 180 meters Scaled)
 JB1342
 JB1342                          SUPERSEDED SURVEY CONTROL
 JB1342
 JB1342  NGVD 29 (??/??/92)  139.298  (m)          457.01   (f) ADJ UNCH    ?  
 JB1342
 JB1342.Superseded values are not recommended for survey control.
 JB1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1342.See file dsdata.txt to determine how the superseded data were derived.
 JB1342
 JB1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH554761(NAD 83)
 JB1342_MARKER: Q = CHISELED SQUARE
 JB1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1342_SP_SET: BUILDING
 JB1342_STAMPING: G 3 USC AND GS B M 1882
 JB1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1342
 JB1342  HISTORY     - Date     Condition        Report By
 JB1342  HISTORY     - 1882     MONUMENTED       CGS
 JB1342
 JB1342                          STATION DESCRIPTION
 JB1342
 JB1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1882
 JB1342'AT LEBANON.
 JB1342'AT LEBANON, ST. CLAIR COUNTY, AT THE E FACE OF THE PUBLIC SCHOOL
 JB1342'BUILDING, AND ON THE SILL OF A BASEMENT WINDOW.  THE BOTTOM OF
 JB1342'A CHISELED SQUARE, SURROUNDED BY THE LETTERS G 3 U.S.C. AND G.S.
 JB1342'B M 1882.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1343 ***********************************************************************
 JB1343  DESIGNATION -  G 3 RESET=455
 JB1343  PID         -  JB1343
 JB1343  STATE/COUNTY-  IL/ST CLAIR
 JB1343  USGS QUAD   -  LEBANON (1991)
 JB1343
 JB1343                         *CURRENT SURVEY CONTROL
 JB1343  ___________________________________________________________________
 JB1343* NAD 83(1986)-  38 36 02.     (N)    089 48 29.     (W)     SCALED    
 JB1343* NAVD 88     -       138.646  (meters)     454.87   (feet)  ADJUSTED  
 JB1343  ___________________________________________________________________
 JB1343  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JB1343  DYNAMIC HT  -         138.560 (meters)     454.59  (feet)  COMP
 JB1343  MODELED GRAV-     980,007.2   (mgal)                       NAVD 88
 JB1343
 JB1343  VERT ORDER  -  FIRST     CLASS I
 JB1343
 JB1343.The horizontal coordinates were scaled from a topographic map and have
 JB1343.an estimated accuracy of +/- 6 seconds.
 JB1343
 JB1343.The orthometric height was determined by differential leveling
 JB1343.and adjusted by the National Geodetic Survey in June 1991..
 JB1343
 JB1343.The geoid height was determined by GEOID03.
 JB1343
 JB1343.The dynamic height is computed by dividing the NAVD 88
 JB1343.geopotential number by the normal gravity value computed on the
 JB1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1343.degrees latitude (g = 980.6199 gals.).
 JB1343
 JB1343.The modeled gravity was interpolated from observed gravity values.
 JB1343
 JB1343;                    North         East    Units  Estimated Accuracy
 JB1343;SPC IL W     -   214,690.      731,240.      MT  (+/- 180 meters Scaled)
 JB1343
 JB1343                          SUPERSEDED SURVEY CONTROL
 JB1343
 JB1343  NGVD 29 (??/??/92)  138.761  (m)          455.25   (f) ADJ UNCH    1 1
 JB1343
 JB1343.Superseded values are not recommended for survey control.
 JB1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1343.See file dsdata.txt to determine how the superseded data were derived.
 JB1343
 JB1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH554761(NAD 83)
 JB1343_MARKER: DB = BENCH MARK DISK
 JB1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1343_STAMPING: G 3 455 1948
 JB1343_MARK LOGO: USGS  
 JB1343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JB1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1343+STABILITY: SURFACE MOTION
 JB1343
 JB1343  HISTORY     - Date     Condition        Report By
 JB1343  HISTORY     - 1948     MONUMENTED       USGS
 JB1343  HISTORY     - 1969     GOOD             NGS
 JB1343  HISTORY     - 19960605 GOOD             NGS
 JB1343
 JB1343                          STATION DESCRIPTION
 JB1343
 JB1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1343'AT LEBANON.
 JB1343'AT LEBANON, ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 50 FROM
 JB1343'THE POST OFFICE BUILDING, AT THE SOUTHWEST CORNER OF THE
 JB1343'INTERSECTION OF THE HIGHWAY AND SCHUETZ STREET, ABOUT 100 YARDS
 JB1343'WEST OF THE HIGHWAY, SET ON THE TOP OF THE SOUTHWEST CORNER OF
 JB1343'THE 1 FOOT WIDE CONCRETE FOUNDATION AROUND THE PORCH AT THE
 JB1343'MAIN ENTRANCE TO A TWO-STORIED PORTION OF THE LEBANON PUBLIC
 JB1343'SCHOOL, 0.6 FOOT NORTH OF THE NORTH WALL OF THE BUILDING AND
 JB1343'ABOUT LEVEL WITH THE HIGHWAY.  SEC 19, T 2 N, R 6 W.
 JB1343
 JB1343                          STATION RECOVERY (1996)
 JB1343
 JB1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 JB1343'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0905 ***********************************************************************
 LC0905  DESIGNATION -  G 30
 LC0905  PID         -  LC0905
 LC0905  STATE/COUNTY-  IL/MARSHALL
 LC0905  USGS QUAD   -  WASHBURN (1972)
 LC0905
 LC0905                         *CURRENT SURVEY CONTROL
 LC0905  ___________________________________________________________________
 LC0905* NAD 83(1986)-  40 56 22.     (N)    089 21 57.     (W)     SCALED    
 LC0905* NAVD 88     -       153.104  (meters)     502.31   (feet)  ADJUSTED  
 LC0905  ___________________________________________________________________
 LC0905  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LC0905  DYNAMIC HT  -         153.037 (meters)     502.09  (feet)  COMP
 LC0905  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 LC0905
 LC0905  VERT ORDER  -  SECOND    CLASS 0
 LC0905
 LC0905.The horizontal coordinates were scaled from a topographic map and have
 LC0905.an estimated accuracy of +/- 6 seconds.
 LC0905
 LC0905.The orthometric height was determined by differential leveling
 LC0905.and adjusted by the National Geodetic Survey in June 1991..
 LC0905
 LC0905.The geoid height was determined by GEOID03.
 LC0905
 LC0905.The dynamic height is computed by dividing the NAVD 88
 LC0905.geopotential number by the normal gravity value computed on the
 LC0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0905.degrees latitude (g = 980.6199 gals.).
 LC0905
 LC0905.The modeled gravity was interpolated from observed gravity values.
 LC0905
 LC0905;                    North         East    Units  Estimated Accuracy
 LC0905;SPC IL W     -   474,610.      767,440.      MT  (+/- 180 meters Scaled)
 LC0905
 LC0905                          SUPERSEDED SURVEY CONTROL
 LC0905
 LC0905  NGVD 29 (??/??/92)  153.184  (m)          502.57   (f) ADJ UNCH    2 0
 LC0905
 LC0905.Superseded values are not recommended for survey control.
 LC0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0905.See file dsdata.txt to determine how the superseded data were derived.
 LC0905
 LC0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL008347(NAD 83)
 LC0905_MARKER: DB = BENCH MARK DISK
 LC0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0905_SP_SET: BRIDGE
 LC0905_STAMPING: G 30 1934
 LC0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0905
 LC0905  HISTORY     - Date     Condition        Report By
 LC0905  HISTORY     - 1934     MONUMENTED       CGS
 LC0905  HISTORY     - 19981108 GOOD             USPSQD
 LC0905
 LC0905                          STATION DESCRIPTION
 LC0905
 LC0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0905'2.4 MI SW FROM WILBERN.
 LC0905'2.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LC0905'RAILWAY FROM THE STATION AT WILBERN, MARSHALL COUNTY, 11 POLES
 LC0905'WEST OF MILEPOST 123, AT BRIDGE 123 A, IN THE TOP OF THE SOUTH
 LC0905'END OF THE EAST ABUTMENT, 12 FEET SOUTH OF THE CENTERLINE OF THE
 LC0905'SOUTH TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 LC0905'DISK, STAMPED G 30 1934.
 LC0905
 LC0905                          STATION RECOVERY (1998)
 LC0905
 LC0905'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2712 ***********************************************************************
 LB2712  DESIGNATION -  G 300 RESET
 LB2712  PID         -  LB2712
 LB2712  STATE/COUNTY-  IL/VERMILION
 LB2712  USGS QUAD   -  DANVILLE SW (1978)
 LB2712
 LB2712                         *CURRENT SURVEY CONTROL
 LB2712  ___________________________________________________________________
 LB2712* NAD 83(1986)-  40 07 24.     (N)    087 38 08.     (W)     SCALED    
 LB2712* NAVD 88     -       180.01   (meters)     590.6    (feet)  RESET     
 LB2712  ___________________________________________________________________
 LB2712  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LB2712
 LB2712  VERT ORDER  -  THIRD
 LB2712
 LB2712.The horizontal coordinates were scaled from a topographic map and have
 LB2712.an estimated accuracy of +/- 6 seconds.
 LB2712
 LB2712.The orthometric height was computed from unverified reset data.
 LB2712.No vertical observational check was made to the station.
 LB2712
 LB2712.The geoid height was determined by GEOID03.
 LB2712
 LB2712;                    North         East    Units  Estimated Accuracy
 LB2712;SPC IL E     -   383,930.      359,480.      MT  (+/- 180 meters Scaled)
 LB2712
 LB2712                          SUPERSEDED SURVEY CONTROL
 LB2712
 LB2712.No superseded survey control is available for this station.
 LB2712
 LB2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK458416(NAD 83)
 LB2712_MARKER: DV = VERTICAL CONTROL DISK
 LB2712_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LB2712+WITH SETTING: PAVEMENT
 LB2712_SP_SET: TRAFFIC SIGNAL BASE
 LB2712_STAMPING: G 300 RESET 1990
 LB2712_MARK LOGO: NGS   
 LB2712_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2712+STABILITY: SURFACE MOTION
 LB2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LB2712+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LB2712
 LB2712  HISTORY     - Date     Condition        Report By
 LB2712  HISTORY     - 1990     MONUMENTED       NGS
 LB2712
 LB2712                          STATION DESCRIPTION
 LB2712
 LB2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LB2712'IN DANVILLE, NEAR THE INTERSECTION OF U.S. HIGHWAY 150 AND MAIN
 LB2712'STREET AND AT THE NORTH END OF THE HIGHWAY 150 BRIDGE OVER THE
 LB2712'VERMILION RIVER.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 LB2712'HIGHWAY 150 AND MAIN STREET IN DANVILLE, GO APPROXIMATELY 100 METERS
 LB2712'SOUTH OF THE CENTER OF MAIN STREET ALONG SOUTHBOUND U.S. ROUTE 150
 LB2712'TO THE MARK ON THE RIGHT, 6.1 M (20.0 FT) WEST OF THE CENTER OF THE
 LB2712'SOUTHBOUND LANES OF U.S. ROUTE 150, 0.3 M (1.0 FT) WEST OF THE
 LB2712'CENTER OF A 26 CM DIAMETER TRAFFIC SIGNAL POLE, 7.2 M (23.6 FT) EAST
 LB2712'OF A GUARDRAIL AT THE DEAD END OF MCVEY STREET AND ON LINE WITH THE
 LB2712'CENTERLINE OF MCVEY STREET EXTENDED, SET IN THE TOP OF THE WEST SIDE
 LB2712'OF A 0.75 M (2.46 FT) ROUND, CONCRETE BASE OF A TRAFFIC SIGNAL POLE.
 LB2712'THE CONCRETE BASE EXTENDS TO A DEPTH OF 3.4 M (11.2 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1646 ***********************************************************************
 LC1646  DESIGNATION -  G 301
 LC1646  PID         -  LC1646
 LC1646  STATE/COUNTY-  IL/CHAMPAIGN
 LC1646  USGS QUAD   -  ST JOSEPH (1968)
 LC1646
 LC1646                         *CURRENT SURVEY CONTROL
 LC1646  ___________________________________________________________________
 LC1646* NAD 83(1986)-  40 01 33.     (N)    088 06 59.     (W)     SCALED    
 LC1646* NAVD 88     -       208.419  (meters)     683.79   (feet)  ADJUSTED  
 LC1646  ___________________________________________________________________
 LC1646  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1646  DYNAMIC HT  -         208.313 (meters)     683.44  (feet)  COMP
 LC1646  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LC1646
 LC1646  VERT ORDER  -  FIRST     CLASS II
 LC1646
 LC1646.The horizontal coordinates were scaled from a topographic map and have
 LC1646.an estimated accuracy of +/- 6 seconds.
 LC1646
 LC1646.The orthometric height was determined by differential leveling
 LC1646.and adjusted by the National Geodetic Survey in June 1991..
 LC1646
 LC1646.The geoid height was determined by GEOID03.
 LC1646
 LC1646.The dynamic height is computed by dividing the NAVD 88
 LC1646.geopotential number by the normal gravity value computed on the
 LC1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1646.degrees latitude (g = 980.6199 gals.).
 LC1646
 LC1646.The modeled gravity was interpolated from observed gravity values.
 LC1646
 LC1646;                    North         East    Units  Estimated Accuracy
 LC1646;SPC IL E     -   372,890.      318,520.      MT  (+/- 180 meters Scaled)
 LC1646
 LC1646                          SUPERSEDED SURVEY CONTROL
 LC1646
 LC1646.No superseded survey control is available for this station.
 LC1646
 LC1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK047312(NAD 83)
 LC1646_MARKER: I = METAL ROD
 LC1646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1646_SP_SET: STAINLESS STEEL ROD
 LC1646_STAMPING: G 301 1986
 LC1646_MARK LOGO: NGS   
 LC1646_PROJECTION: FLUSH
 LC1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1646+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 LC1646_ROD/PIPE-DEPTH: 9.7  meters
 LC1646
 LC1646  HISTORY     - Date     Condition        Report By
 LC1646  HISTORY     - 1986     MONUMENTED       NGS
 LC1646  HISTORY     - 19980406 GOOD             BCA
 LC1646  HISTORY     - 20051205 GOOD             ILDT
 LC1646
 LC1646                          STATION DESCRIPTION
 LC1646
 LC1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1646'14.0 KM (8.7 MI) WEST FROM HOMER.
 LC1646'14.0 KM (8.7 MI) WESTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH
 LC1646'JUNCTION WITH STATE HIGHWAY 49 IN HOMER, 51.0 M (167.3 FT)
 LC1646'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 18.0 M (59.1 FT)
 LC1646'EAST OF THE CENTER OF THE MOST EASTERLY 1 OF 2 DRIVEWAYS LEADING TO
 LC1646'THE WELCH RESIDENCE, 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF THE
 LC1646'ROAD, AND 0.8 M (2.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO
 LC1646'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LC1646'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LC1646'THE MARK IS 0.6 M ABOVE THE ROAD.
 LC1646
 LC1646                          STATION RECOVERY (1998)
 LC1646
 LC1646'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LC1646'RECOVERED IN GOOD CONDITION.
 LC1646
 LC1646                          STATION RECOVERY (2005)
 LC1646
 LC1646'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0018 ***********************************************************************
 LD0018  DESIGNATION -  G 31
 LD0018  PID         -  LD0018
 LD0018  STATE/COUNTY-  IL/KNOX
 LD0018  USGS QUAD   -  WILLIAMSFIELD (1982)
 LD0018
 LD0018                         *CURRENT SURVEY CONTROL
 LD0018  ___________________________________________________________________
 LD0018* NAD 83(1986)-  40 55 20.     (N)    090 02 34.     (W)     SCALED    
 LD0018* NAVD 88     -       210.707  (meters)     691.29   (feet)  ADJUSTED  
 LD0018  ___________________________________________________________________
 LD0018  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0018  DYNAMIC HT  -         210.614 (meters)     690.99  (feet)  COMP
 LD0018  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 LD0018
 LD0018  VERT ORDER  -  SECOND    CLASS 0
 LD0018
 LD0018.The horizontal coordinates were scaled from a topographic map and have
 LD0018.an estimated accuracy of +/- 6 seconds.
 LD0018
 LD0018.The orthometric height was determined by differential leveling
 LD0018.and adjusted by the National Geodetic Survey in June 1991..
 LD0018
 LD0018.The geoid height was determined by GEOID03.
 LD0018
 LD0018.The dynamic height is computed by dividing the NAVD 88
 LD0018.geopotential number by the normal gravity value computed on the
 LD0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0018.degrees latitude (g = 980.6199 gals.).
 LD0018
 LD0018.The modeled gravity was interpolated from observed gravity values.
 LD0018
 LD0018;                    North         East    Units  Estimated Accuracy
 LD0018;SPC IL W     -   472,400.      710,440.      MT  (+/- 180 meters Scaled)
 LD0018
 LD0018                          SUPERSEDED SURVEY CONTROL
 LD0018
 LD0018  NGVD 29 (??/??/92)  210.774  (m)          691.51   (f) ADJ UNCH    2 0
 LD0018
 LD0018.Superseded values are not recommended for survey control.
 LD0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0018.See file dsdata.txt to determine how the superseded data were derived.
 LD0018
 LD0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF490343(NAD 83)
 LD0018_MARKER: DB = BENCH MARK DISK
 LD0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0018_STAMPING: G 31 1934
 LD0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0018+STABILITY: SURFACE MOTION
 LD0018
 LD0018  HISTORY     - Date     Condition        Report By
 LD0018  HISTORY     - 1934     MONUMENTED       CGS
 LD0018  HISTORY     - 1942     GOOD             NGS
 LD0018  HISTORY     - 1977     MARK NOT FOUND   USGS
 LD0018  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 LD0018
 LD0018                          STATION DESCRIPTION
 LD0018
 LD0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0018'1.3 MI W FROM WILLIAMSFIELD.
 LD0018'1.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0018'FROM THE STATION AT WILLIAMSFIELD, KNOX COUNTY, AT A ROAD
 LD0018'CROSSING, 36 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 31
 LD0018'FEET WEST OF THE CENTERLINE OF THE ROAD, ONE FOOT WEST OF THE
 LD0018'FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 31
 LD0018'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LD0018
 LD0018                          STATION RECOVERY (1977)
 LD0018
 LD0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LD0018'MARK NOT FOUND.
 LD0018
 LD0018                          STATION RECOVERY (1997)
 LD0018
 LD0018'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0437 ***********************************************************************
 LD0437  DESIGNATION -  G 32
 LD0437  PID         -  LD0437
 LD0437  STATE/COUNTY-  IL/WARREN
 LD0437  USGS QUAD   -  CAMERON (1996)
 LD0437
 LD0437                         *CURRENT SURVEY CONTROL
 LD0437  ___________________________________________________________________
 LD0437* NAD 83(1986)-  40 53 23.     (N)    090 31 24.     (W)     SCALED    
 LD0437* NAVD 88     -       235.851  (meters)     773.79   (feet)  ADJUSTED  
 LD0437  ___________________________________________________________________
 LD0437  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0437  DYNAMIC HT  -         235.744 (meters)     773.44  (feet)  COMP
 LD0437  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 LD0437
 LD0437  VERT ORDER  -  SECOND    CLASS 0
 LD0437
 LD0437.The horizontal coordinates were scaled from a topographic map and have
 LD0437.an estimated accuracy of +/- 6 seconds.
 LD0437
 LD0437.The orthometric height was determined by differential leveling
 LD0437.and adjusted by the National Geodetic Survey in June 1991..
 LD0437
 LD0437.The geoid height was determined by GEOID03.
 LD0437
 LD0437.The dynamic height is computed by dividing the NAVD 88
 LD0437.geopotential number by the normal gravity value computed on the
 LD0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0437.degrees latitude (g = 980.6199 gals.).
 LD0437
 LD0437.The modeled gravity was interpolated from observed gravity values.
 LD0437
 LD0437;                    North         East    Units  Estimated Accuracy
 LD0437;SPC IL W     -   468,840.      669,940.      MT  (+/- 180 meters Scaled)
 LD0437
 LD0437                          SUPERSEDED SURVEY CONTROL
 LD0437
 LD0437  NGVD 29 (??/??/92)  235.905  (m)          773.97   (f) ADJ UNCH    2 0
 LD0437
 LD0437.Superseded values are not recommended for survey control.
 LD0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0437.See file dsdata.txt to determine how the superseded data were derived.
 LD0437
 LD0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF086294(NAD 83)
 LD0437_MARKER: DB = BENCH MARK DISK
 LD0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0437_STAMPING: G 32 1934
 LD0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0437+STABILITY: SURFACE MOTION
 LD0437
 LD0437  HISTORY     - Date     Condition        Report By
 LD0437  HISTORY     - 1934     MONUMENTED       CGS
 LD0437  HISTORY     - 1943     GOOD             NGS
 LD0437  HISTORY     - 20010331 GOOD             NGS
 LD0437
 LD0437                          STATION DESCRIPTION
 LD0437
 LD0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0437'0.5 MI W FROM CAMERON.
 LD0437'0.5 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0437'FROM THE STATION AT CAMERON, WARREN COUNTY, AT MILEPOST 172, AT
 LD0437'THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT
 LD0437'AN OVERPASS, IN THE TOP OF THE NORTHEAST CORNER OF THE SOUTH
 LD0437'CONCRETE FOUNDATION OF A PILLAR, 7 FEET SOUTH OF THE CENTERLINE
 LD0437'OF THE SOUTH C.B. AND Q.R.R. TRACK, AND ONE-HALF FOOT ABOVE THE
 LD0437'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED G 32 1934.
 LD0437
 LD0437                          STATION RECOVERY (2001)
 LD0437
 LD0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0437'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0500 ***********************************************************************
 LD0500  DESIGNATION -  G 33
 LD0500  PID         -  LD0500
 LD0500  STATE/COUNTY-  IL/HENDERSON
 LD0500  USGS QUAD   -  LOMAX (1964)
 LD0500
 LD0500                         *CURRENT SURVEY CONTROL
 LD0500  ___________________________________________________________________
 LD0500* NAD 83(1986)-  40 40 47.     (N)    091 04 40.     (W)     SCALED    
 LD0500* NAVD 88     -       167.626  (meters)     549.95   (feet)  ADJUSTED  
 LD0500  ___________________________________________________________________
 LD0500  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0500  DYNAMIC HT  -         167.547 (meters)     549.69  (feet)  COMP
 LD0500  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 LD0500
 LD0500  VERT ORDER  -  SECOND    CLASS 0
 LD0500
 LD0500.The horizontal coordinates were scaled from a topographic map and have
 LD0500.an estimated accuracy of +/- 6 seconds.
 LD0500
 LD0500.The orthometric height was determined by differential leveling
 LD0500.and adjusted by the National Geodetic Survey in June 1991..
 LD0500
 LD0500.The geoid height was determined by GEOID03.
 LD0500
 LD0500.The dynamic height is computed by dividing the NAVD 88
 LD0500.geopotential number by the normal gravity value computed on the
 LD0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0500.degrees latitude (g = 980.6199 gals.).
 LD0500
 LD0500.The modeled gravity was interpolated from observed gravity values.
 LD0500
 LD0500;                    North         East    Units  Estimated Accuracy
 LD0500;SPC IL W     -   445,860.      622,980.      MT  (+/- 180 meters Scaled)
 LD0500
 LD0500                          SUPERSEDED SURVEY CONTROL
 LD0500
 LD0500  NGVD 29 (??/??/92)  167.677  (m)          550.12   (f) ADJ UNCH    2 0
 LD0500
 LD0500.Superseded values are not recommended for survey control.
 LD0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0500.See file dsdata.txt to determine how the superseded data were derived.
 LD0500
 LD0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF624049(NAD 83)
 LD0500_MARKER: DB = BENCH MARK DISK
 LD0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0500_STAMPING: G 33 1935
 LD0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0500+STABILITY: SURFACE MOTION
 LD0500
 LD0500  HISTORY     - Date     Condition        Report By
 LD0500  HISTORY     - 1935     MONUMENTED       CGS
 LD0500  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0500
 LD0500                          STATION DESCRIPTION
 LD0500
 LD0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0500'AT LOMAX.
 LD0500'AT LOMAX, HENDERSON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 LD0500'FE RAILWAY, 0.1 MILE SOUTHWEST OF THE STATION, ONE POLE NORTHEAST
 LD0500'OF MILEPOST 219, 132 FEET NORTHEAST OF THE CENTER OF A STREET
 LD0500'CROSSING, 48 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTH TRACK,
 LD0500'6 FEET SOUTHWEST OF A POLE, AND ABOUT 18 INCHES ABOVE THE LEVEL
 LD0500'OF THE TRACK.  A STANDARD DISK, STAMPED G 33 1935 AND SET IN
 LD0500'THE TOP OF A CONCRETE POST.
 LD0500
 LD0500                          STATION RECOVERY (2001)
 LD0500
 LD0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0500'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0995 ***********************************************************************
 KB0995  DESIGNATION -  G 36
 KB0995  PID         -  KB0995
 KB0995  STATE/COUNTY-  IL/SANGAMON
 KB0995  USGS QUAD   -  ATHENS (1976)
 KB0995
 KB0995                         *CURRENT SURVEY CONTROL
 KB0995  ___________________________________________________________________
 KB0995* NAD 83(1986)-  39 53 43.     (N)    089 38 06.     (W)     SCALED    
 KB0995* NAVD 88     -       178.125  (meters)     584.40   (feet)  ADJUSTED  
 KB0995  ___________________________________________________________________
 KB0995  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KB0995  DYNAMIC HT  -         178.029 (meters)     584.08  (feet)  COMP
 KB0995  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 KB0995
 KB0995  VERT ORDER  -  SECOND    CLASS 0
 KB0995
 KB0995.The horizontal coordinates were scaled from a topographic map and have
 KB0995.an estimated accuracy of +/- 6 seconds.
 KB0995
 KB0995.The orthometric height was determined by differential leveling
 KB0995.and adjusted by the National Geodetic Survey in June 1991..
 KB0995
 KB0995.The geoid height was determined by GEOID03.
 KB0995
 KB0995.The dynamic height is computed by dividing the NAVD 88
 KB0995.geopotential number by the normal gravity value computed on the
 KB0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0995.degrees latitude (g = 980.6199 gals.).
 KB0995
 KB0995.The modeled gravity was interpolated from observed gravity values.
 KB0995
 KB0995;                    North         East    Units  Estimated Accuracy
 KB0995;SPC IL W     -   358,500.      745,470.      MT  (+/- 180 meters Scaled)
 KB0995
 KB0995                          SUPERSEDED SURVEY CONTROL
 KB0995
 KB0995  NGVD 29 (??/??/92)  178.224  (m)          584.72   (f) ADJ UNCH    2 0
 KB0995
 KB0995.Superseded values are not recommended for survey control.
 KB0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0995.See file dsdata.txt to determine how the superseded data were derived.
 KB0995
 KB0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK747194(NAD 83)
 KB0995_MARKER: DB = BENCH MARK DISK
 KB0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0995_SP_SET: CULVERT
 KB0995_STAMPING: G 36 1934
 KB0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0995
 KB0995  HISTORY     - Date     Condition        Report By
 KB0995  HISTORY     - 1934     MONUMENTED       CGS
 KB0995  HISTORY     - 1957     GOOD             NGS
 KB0995
 KB0995                          STATION DESCRIPTION
 KB0995
 KB0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KB0995'AT ANDREW.
 KB0995'AT ANDREW, SANGAMON COUNTY, AT PUBLIC ROAD CROSSING 805, 66 FEET
 KB0995'EAST OF THE CENTERLINE OF THE MAIN TRACK OF THE CHICAGO AND
 KB0995'ILLINOIS MIDLAND RAILROAD, 13 FEET SOUTH OF THE CENTERLINE OF
 KB0995'THE ROAD, AT A 2 BY 2 FOOT CULVERT, IN THE TOP OF THE WEST END
 KB0995'OF THE SOUTH HEADWALL AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 KB0995'DISK STAMPED G 36 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1205 ***********************************************************************
 LC1205  DESIGNATION -  G 37
 LC1205  PID         -  LC1205
 LC1205  STATE/COUNTY-  IL/TAZEWELL
 LC1205  USGS QUAD   -  DELAVAN SOUTH (1980)
 LC1205
 LC1205                         *CURRENT SURVEY CONTROL
 LC1205  ___________________________________________________________________
 LC1205* NAD 83(1986)-  40 19 30.     (N)    089 36 51.     (W)     SCALED    
 LC1205* NAVD 88     -       164.937  (meters)     541.13   (feet)  ADJUSTED  
 LC1205  ___________________________________________________________________
 LC1205  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LC1205  DYNAMIC HT  -         164.855 (meters)     540.86  (feet)  COMP
 LC1205  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 LC1205
 LC1205  VERT ORDER  -  SECOND    CLASS 0
 LC1205
 LC1205.The horizontal coordinates were scaled from a topographic map and have
 LC1205.an estimated accuracy of +/- 6 seconds.
 LC1205
 LC1205.The orthometric height was determined by differential leveling
 LC1205.and adjusted by the National Geodetic Survey in June 1991..
 LC1205
 LC1205.The geoid height was determined by GEOID03.
 LC1205
 LC1205.The dynamic height is computed by dividing the NAVD 88
 LC1205.geopotential number by the normal gravity value computed on the
 LC1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1205.degrees latitude (g = 980.6199 gals.).
 LC1205
 LC1205.The modeled gravity was interpolated from observed gravity values.
 LC1205
 LC1205;                    North         East    Units  Estimated Accuracy
 LC1205;SPC IL W     -   406,220.      746,950.      MT  (+/- 180 meters Scaled)
 LC1205
 LC1205                          SUPERSEDED SURVEY CONTROL
 LC1205
 LC1205  NGVD 29 (??/??/92)  165.034  (m)          541.45   (f) ADJ UNCH    2 0
 LC1205
 LC1205.Superseded values are not recommended for survey control.
 LC1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1205.See file dsdata.txt to determine how the superseded data were derived.
 LC1205
 LC1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK779671(NAD 83)
 LC1205_MARKER: DB = BENCH MARK DISK
 LC1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1205_SP_SET: BRIDGE
 LC1205_STAMPING: G 37 1934
 LC1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1205
 LC1205  HISTORY     - Date     Condition        Report By
 LC1205  HISTORY     - 1934     MONUMENTED       CGS
 LC1205  HISTORY     - 1954     GOOD             NGS
 LC1205
 LC1205                          STATION DESCRIPTION
 LC1205
 LC1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1205'1.4 MI N FROM SAN JOSE.
 LC1205'ABOUT 1.35 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 LC1205'FROM GRAIN ELEVATOR AT SAN JOSE, ABOUT 4 TELEPHONE POLES NORTH
 LC1205'OF MILE POST 181, ABOUT 0.45 MILE NORTH OF A GRAVEL ROAD
 LC1205'CROSSING, IN THE TOP OF CENTER OF EAST CONCRETE HEAD WALL OF
 LC1205'RAILROAD BRIDGE NO. 181.1, 8 1/2 FEET EAST OF EAST RAIL AND ABOUT
 LC1205'1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1151 ***********************************************************************
 LC1151  DESIGNATION -  G 38
 LC1151  PID         -  LC1151
 LC1151  STATE/COUNTY-  IL/LOGAN
 LC1151  USGS QUAD   -  LINCOLN WEST (1996)
 LC1151
 LC1151                         *CURRENT SURVEY CONTROL
 LC1151  ___________________________________________________________________
 LC1151* NAD 83(1986)-  40 09 54.     (N)    089 27 08.     (W)     SCALED    
 LC1151* NAVD 88     -       172.612  (meters)     566.31   (feet)  ADJUSTED  
 LC1151  ___________________________________________________________________
 LC1151  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LC1151  DYNAMIC HT  -         172.523 (meters)     566.02  (feet)  COMP
 LC1151  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 LC1151
 LC1151  VERT ORDER  -  SECOND    CLASS 0
 LC1151
 LC1151.The horizontal coordinates were scaled from a topographic map and have
 LC1151.an estimated accuracy of +/- 6 seconds.
 LC1151
 LC1151.The orthometric height was determined by differential leveling
 LC1151.and adjusted by the National Geodetic Survey in June 1991..
 LC1151
 LC1151.The geoid height was determined by GEOID03.
 LC1151
 LC1151.The dynamic height is computed by dividing the NAVD 88
 LC1151.geopotential number by the normal gravity value computed on the
 LC1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1151.degrees latitude (g = 980.6199 gals.).
 LC1151
 LC1151.The modeled gravity was interpolated from observed gravity values.
 LC1151
 LC1151;                    North         East    Units  Estimated Accuracy
 LC1151;SPC IL W     -   388,550.      760,860.      MT  (+/- 180 meters Scaled)
 LC1151
 LC1151                          SUPERSEDED SURVEY CONTROL
 LC1151
 LC1151  NGVD 29 (??/??/92)  172.700  (m)          566.60   (f) ADJ UNCH    2 0
 LC1151
 LC1151.Superseded values are not recommended for survey control.
 LC1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1151.See file dsdata.txt to determine how the superseded data were derived.
 LC1151
 LC1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK911489(NAD 83)
 LC1151_MARKER: DB = BENCH MARK DISK
 LC1151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1151_SP_SET: CULVERT
 LC1151_STAMPING: G 38 1934
 LC1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1151
 LC1151  HISTORY     - Date     Condition        Report By
 LC1151  HISTORY     - 1934     MONUMENTED       CGS
 LC1151  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC1151
 LC1151                          STATION DESCRIPTION
 LC1151
 LC1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1151'1.7 MI E FROM BURTONVIEW.
 LC1151'1.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 LC1151'STATION AT BURTONVIEW, LOGAN COUNTY, 2 POLES WEST OF A ROAD
 LC1151'CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A 4-FOOT
 LC1151'SQUARE RCB CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 LC1151'HEADWALL, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 LC1151'DISK, STAMPED G 38 1934.
 LC1151
 LC1151                          STATION RECOVERY (1975)
 LC1151
 LC1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0215 ***********************************************************************
 LC0215  DESIGNATION -  G 40
 LC0215  PID         -  LC0215
 LC0215  STATE/COUNTY-  IL/FORD
 LC0215  USGS QUAD   -  PAXTON (1984)
 LC0215
 LC0215                         *CURRENT SURVEY CONTROL
 LC0215  ___________________________________________________________________
 LC0215* NAD 83(1986)-  40 27 46.     (N)    088 01 18.     (W)     SCALED    
 LC0215* NAVD 88     -       238.214  (meters)     781.54   (feet)  ADJUSTED  
 LC0215  ___________________________________________________________________
 LC0215  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LC0215  DYNAMIC HT  -         238.101 (meters)     781.17  (feet)  COMP
 LC0215  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 LC0215
 LC0215  VERT ORDER  -  SECOND    CLASS 0
 LC0215
 LC0215.The horizontal coordinates were scaled from a topographic map and have
 LC0215.an estimated accuracy of +/- 6 seconds.
 LC0215
 LC0215.The orthometric height was determined by differential leveling
 LC0215.and adjusted by the National Geodetic Survey in June 1991..
 LC0215
 LC0215.The geoid height was determined by GEOID03.
 LC0215
 LC0215.The dynamic height is computed by dividing the NAVD 88
 LC0215.geopotential number by the normal gravity value computed on the
 LC0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0215.degrees latitude (g = 980.6199 gals.).
 LC0215
 LC0215.The modeled gravity was interpolated from observed gravity values.
 LC0215
 LC0215;                    North         East    Units  Estimated Accuracy
 LC0215;SPC IL E     -   421,430.      326,430.      MT  (+/- 180 meters Scaled)
 LC0215
 LC0215                          SUPERSEDED SURVEY CONTROL
 LC0215
 LC0215  NGVD 29 (??/??/92)  238.273  (m)          781.73   (f) ADJ UNCH    2 0
 LC0215
 LC0215.Superseded values are not recommended for survey control.
 LC0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0215.See file dsdata.txt to determine how the superseded data were derived.
 LC0215
 LC0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK133796(NAD 83)
 LC0215_MARKER: DB = BENCH MARK DISK
 LC0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0215_STAMPING: G 40 1935
 LC0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0215+STABILITY: SURFACE MOTION
 LC0215
 LC0215  HISTORY     - Date     Condition        Report By
 LC0215  HISTORY     - 1935     MONUMENTED       CGS
 LC0215  HISTORY     - 1973     GOOD             NGS
 LC0215
 LC0215                          STATION DESCRIPTION
 LC0215
 LC0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LC0215'3.9 MI E FROM PAXTON.
 LC0215'3.9 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LC0215'FROM THE STATION FROM THE STATION AT PAXTON, FORD COUNTY, 8 POLES
 LC0215'WEST OF MILEPOST 321, AT A PUBLIC-ROAD CROSSING, 40 FEET NORTH OF
 LC0215'THE CENTERLINE OF THE TRACK, 27 FEET EAST OF THE CENTERLINE OF THE
 LC0215'ROAD, 5 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER, 4 FEET
 LC0215'EAST OF A POLE, AND ABOUT 5 1/2 FEET LOWER THAN THE TRACK.  A
 LC0215'STANDARD DISK, STAMPED G 40 1935 AND SET IN THE TOP OF A CONCRETE
 LC0215'POST.
 LC0215
 LC0215                          STATION RECOVERY (1973)
 LC0215
 LC0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1943 ***********************************************************************
 LB1943  DESIGNATION -  G 41
 LB1943  PID         -  LB1943
 LB1943  STATE/COUNTY-  IL/IROQUOIS
 LB1943  USGS QUAD   -  SHELDON (1980)
 LB1943
 LB1943                         *CURRENT SURVEY CONTROL
 LB1943  ___________________________________________________________________
 LB1943* NAD 83(1986)-  40 46 16.     (N)    087 33 58.     (W)     SCALED    
 LB1943* NAVD 88     -       209.407  (meters)     687.03   (feet)  ADJUSTED  
 LB1943  ___________________________________________________________________
 LB1943  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LB1943  DYNAMIC HT  -         209.312 (meters)     686.72  (feet)  COMP
 LB1943  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LB1943
 LB1943  VERT ORDER  -  SECOND    CLASS 0
 LB1943
 LB1943.The horizontal coordinates were scaled from a topographic map and have
 LB1943.an estimated accuracy of +/- 6 seconds.
 LB1943
 LB1943.The orthometric height was determined by differential leveling
 LB1943.and adjusted by the National Geodetic Survey in June 1991..
 LB1943
 LB1943.The geoid height was determined by GEOID03.
 LB1943
 LB1943.The dynamic height is computed by dividing the NAVD 88
 LB1943.geopotential number by the normal gravity value computed on the
 LB1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1943.degrees latitude (g = 980.6199 gals.).
 LB1943
 LB1943.The modeled gravity was interpolated from observed gravity values.
 LB1943
 LB1943;                    North         East    Units  Estimated Accuracy
 LB1943;SPC IL E     -   455,910.      364,770.      MT  (+/- 180 meters Scaled)
 LB1943
 LB1943                          SUPERSEDED SURVEY CONTROL
 LB1943
 LB1943  NGVD 29 (??/??/92)  209.470  (m)          687.24   (f) ADJ UNCH    2 0
 LB1943
 LB1943.Superseded values are not recommended for survey control.
 LB1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1943.See file dsdata.txt to determine how the superseded data were derived.
 LB1943
 LB1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL522135(NAD 83)
 LB1943_MARKER: DB = BENCH MARK DISK
 LB1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1943_STAMPING: G 41 1934
 LB1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1943+STABILITY: SURFACE MOTION
 LB1943
 LB1943  HISTORY     - Date     Condition        Report By
 LB1943  HISTORY     - 1934     MONUMENTED       CGS
 LB1943  HISTORY     - 1970     POOR             NGS
 LB1943
 LB1943                          STATION DESCRIPTION
 LB1943
 LB1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1943'AT SHELDON.
 LB1943'AT SHELDON, IROQUOIS COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LB1943'RAILROAD, 123 FEET WEST OF THE WEST END OF THE STATION, 225 FEET
 LB1943'WEST OF THE CROSSING OF THE CLEVELAND, CINCINNATI, CHICAGO AND
 LB1943'ST. LOUIS RAILWAY, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LB1943'15 FEET NORTHWEST OF A 2-FOOT OAK TREE, AND LEVEL WITH THE TRACK.
 LB1943'A STANDARD DISK, STAMPED G 41 1934 AND SET IN THE TOP OF A
 LB1943'CONCRETE POST.
 LB1943
 LB1943                          STATION RECOVERY (1970)
 LB1943
 LB1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB1943'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0041 ***********************************************************************
 LC0041  DESIGNATION -  G 42 RESET 1951
 LC0041  PID         -  LC0041
 LC0041  STATE/COUNTY-  IL/LIVINGSTON
 LC0041  USGS QUAD   -  FORREST SOUTH (1986)
 LC0041
 LC0041                         *CURRENT SURVEY CONTROL
 LC0041  ___________________________________________________________________
 LC0041* NAD 83(1986)-  40 44 57.     (N)    088 23 07.     (W)     SCALED    
 LC0041* NAVD 88     -       217.19   (meters)     712.6    (feet)  RESET     
 LC0041  ___________________________________________________________________
 LC0041  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0041
 LC0041  VERT ORDER  -  THIRD
 LC0041
 LC0041.The horizontal coordinates were scaled from a topographic map and have
 LC0041.an estimated accuracy of +/- 6 seconds.
 LC0041
 LC0041.The orthometric height was computed from unverified reset data.
 LC0041.No vertical observational check was made to the station.
 LC0041
 LC0041.The geoid height was determined by GEOID03.
 LC0041
 LC0041;                    North         East    Units  Estimated Accuracy
 LC0041;SPC IL E     -   453,190.      295,610.      MT  (+/- 180 meters Scaled)
 LC0041
 LC0041                          SUPERSEDED SURVEY CONTROL
 LC0041
 LC0041  NGVD 29 (??/??/??)  217.26   (m)          712.8    (f) RESET       3  
 LC0041
 LC0041.Superseded values are not recommended for survey control.
 LC0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0041.See file dsdata.txt to determine how the superseded data were derived.
 LC0041
 LC0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL830118(NAD 83)
 LC0041_MARKER: DD = SURVEY DISK
 LC0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0041_STAMPING: G 42 RESET 1951
 LC0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0041+STABILITY: SURFACE MOTION
 LC0041
 LC0041  HISTORY     - Date     Condition        Report By
 LC0041  HISTORY     - 1951     MONUMENTED       ILHD
 LC0041  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LC0041
 LC0041                          STATION DESCRIPTION
 LC0041
 LC0041'DESCRIBED BY IL HIGHWAY DEPT 1951
 LC0041'1.3 MI E FROM FORREST.
 LC0041'1.3 MILES EAST OF FORREST, 4.8 MILES WEST OF CHATSWORTH, 0.2
 LC0041'MILE SOUTH AND 1762 FEET WEST OF THE W. 1/4 COR. SEC. 2 T.
 LC0041'26N., R 7E, 59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 LC0041'PAVEMENT.
 LC0041
 LC0041                          STATION RECOVERY (1984)
 LC0041
 LC0041'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB)
 LC0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0667 ***********************************************************************
 LC0667  DESIGNATION -  G 43
 LC0667  PID         -  LC0667
 LC0667  STATE/COUNTY-  IL/MCLEAN
 LC0667  USGS QUAD   -  GRIDLEY (1981)
 LC0667
 LC0667                         *CURRENT SURVEY CONTROL
 LC0667  ___________________________________________________________________
 LC0667* NAD 83(1986)-  40 44 21.     (N)    088 58 05.     (W)     SCALED    
 LC0667* NAVD 88     -       221.776  (meters)     727.61   (feet)  ADJUSTED  
 LC0667  ___________________________________________________________________
 LC0667  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LC0667  DYNAMIC HT  -         221.676 (meters)     727.28  (feet)  COMP
 LC0667  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 LC0667
 LC0667  VERT ORDER  -  SECOND    CLASS 0
 LC0667
 LC0667.The horizontal coordinates were scaled from a topographic map and have
 LC0667.an estimated accuracy of +/- 6 seconds.
 LC0667
 LC0667.The orthometric height was determined by differential leveling
 LC0667.and adjusted by the National Geodetic Survey in June 1991..
 LC0667
 LC0667.The geoid height was determined by GEOID03.
 LC0667
 LC0667.The dynamic height is computed by dividing the NAVD 88
 LC0667.geopotential number by the normal gravity value computed on the
 LC0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0667.degrees latitude (g = 980.6199 gals.).
 LC0667
 LC0667.The modeled gravity was interpolated from observed gravity values.
 LC0667
 LC0667;                    North         East    Units  Estimated Accuracy
 LC0667;SPC IL E     -   452,270.      246,390.      MT  (+/- 180 meters Scaled)
 LC0667
 LC0667                          SUPERSEDED SURVEY CONTROL
 LC0667
 LC0667  NGVD 29 (??/??/92)  221.815  (m)          727.74   (f) ADJ UNCH    2 0
 LC0667
 LC0667.Superseded values are not recommended for survey control.
 LC0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0667.See file dsdata.txt to determine how the superseded data were derived.
 LC0667
 LC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL338116(NAD 83)
 LC0667_MARKER: DB = BENCH MARK DISK
 LC0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0667_STAMPING: G 43 1934
 LC0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0667+STABILITY: SURFACE MOTION
 LC0667
 LC0667  HISTORY     - Date     Condition        Report By
 LC0667  HISTORY     - 1934     MONUMENTED       CGS
 LC0667  HISTORY     - 1959     GOOD             NGS
 LC0667
 LC0667                          STATION DESCRIPTION
 LC0667
 LC0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0667'2.5 MI E FROM EL PASO.
 LC0667'IN MCLEAN  COUNTY, 2.5 MILES EAST ALONG THE TOLEDO, PEORIA AND
 LC0667'WESTERN RAILROAD FROM THE STATION AT EL PASO, WOODFORD COUNTY,
 LC0667'8 POLES EAST OF MILEPOST 76, AT A PUBLIC-ROAD CROSSING, 45 FEET
 LC0667'SOUTH OF THE CENTERLINE OF THE TRACK, 30 FEET WEST OF THE
 LC0667'CENTERLINE OF THE ROAD, 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 LC0667'AND ONE FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK,
 LC0667'STAMPED G 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LC0667
 LC0667                          STATION RECOVERY (1959)
 LC0667
 LC0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LC0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0085 ***********************************************************************
 LD0085  DESIGNATION -  G 44
 LD0085  PID         -  LD0085
 LD0085  STATE/COUNTY-  IL/KNOX
 LD0085  USGS QUAD   -  YATES CITY (1982)
 LD0085
 LD0085                         *CURRENT SURVEY CONTROL
 LD0085  ___________________________________________________________________
 LD0085* NAD 83(1986)-  40 46 49.     (N)    090 00 50.     (W)     SCALED    
 LD0085* NAVD 88     -       204.953  (meters)     672.42   (feet)  ADJUSTED  
 LD0085  ___________________________________________________________________
 LD0085  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0085  DYNAMIC HT  -         204.857 (meters)     672.10  (feet)  COMP
 LD0085  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 LD0085
 LD0085  VERT ORDER  -  SECOND    CLASS 0
 LD0085
 LD0085.The horizontal coordinates were scaled from a topographic map and have
 LD0085.an estimated accuracy of +/- 6 seconds.
 LD0085
 LD0085.The orthometric height was determined by differential leveling
 LD0085.and adjusted by the National Geodetic Survey in June 1991..
 LD0085
 LD0085.The geoid height was determined by GEOID03.
 LD0085
 LD0085.The dynamic height is computed by dividing the NAVD 88
 LD0085.geopotential number by the normal gravity value computed on the
 LD0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0085.degrees latitude (g = 980.6199 gals.).
 LD0085
 LD0085.The modeled gravity was interpolated from observed gravity values.
 LD0085
 LD0085;                    North         East    Units  Estimated Accuracy
 LD0085;SPC IL W     -   456,640.      712,900.      MT  (+/- 180 meters Scaled)
 LD0085
 LD0085                          SUPERSEDED SURVEY CONTROL
 LD0085
 LD0085  NGVD 29 (??/??/92)  205.040  (m)          672.70   (f) ADJ UNCH    2 0
 LD0085
 LD0085.Superseded values are not recommended for survey control.
 LD0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0085.See file dsdata.txt to determine how the superseded data were derived.
 LD0085
 LD0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF519186(NAD 83)
 LD0085_MARKER: DB = BENCH MARK DISK
 LD0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0085_STAMPING: G 44 1935
 LD0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0085+STABILITY: SURFACE MOTION
 LD0085
 LD0085  HISTORY     - Date     Condition        Report By
 LD0085  HISTORY     - 1935     MONUMENTED       CGS
 LD0085  HISTORY     - 1942     GOOD             NGS
 LD0085  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 LD0085
 LD0085                          STATION DESCRIPTION
 LD0085
 LD0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0085'AT YATES CITY.
 LD0085'AT YATES CITY, KNOX COUNTY, AT THE SOUTHEAST CORNER OF THE CITY
 LD0085'PARK, 102 FEET SOUTHEAST OF THE BAND STAND, AND AT THE INTERSECTION
 LD0085'OF THE WALKS.  A STANDARD DISK, STAMPED G 44 1935 AND SET IN THE
 LD0085'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 LD0085
 LD0085                          STATION RECOVERY (1997)
 LD0085
 LD0085'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1191 ***********************************************************************
 MF1191  DESIGNATION -  G 48
 MF1191  PID         -  MF1191
 MF1191  STATE/COUNTY-  IL/LEE
 MF1191  USGS QUAD   -  HARMON (1982)
 MF1191
 MF1191                         *CURRENT SURVEY CONTROL
 MF1191  ___________________________________________________________________
 MF1191* NAD 83(1986)-  41 44 04.     (N)    089 36 09.     (W)     SCALED    
 MF1191* NAVD 88     -       200.704  (meters)     658.48   (feet)  ADJUSTED  
 MF1191  ___________________________________________________________________
 MF1191  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1191  DYNAMIC HT  -         200.632 (meters)     658.24  (feet)  COMP
 MF1191  MODELED GRAV-     980,255.1   (mgal)                       NAVD 88
 MF1191
 MF1191  VERT ORDER  -  SECOND    CLASS 0
 MF1191
 MF1191.The horizontal coordinates were scaled from a topographic map and have
 MF1191.an estimated accuracy of +/- 6 seconds.
 MF1191
 MF1191.The orthometric height was determined by differential leveling
 MF1191.and adjusted by the National Geodetic Survey in June 1991..
 MF1191
 MF1191.The geoid height was determined by GEOID03.
 MF1191
 MF1191.The dynamic height is computed by dividing the NAVD 88
 MF1191.geopotential number by the normal gravity value computed on the
 MF1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1191.degrees latitude (g = 980.6199 gals.).
 MF1191
 MF1191.The modeled gravity was interpolated from observed gravity values.
 MF1191
 MF1191;                    North         East    Units  Estimated Accuracy
 MF1191;SPC IL W     -   562,740.      746,930.      MT  (+/- 180 meters Scaled)
 MF1191
 MF1191                          SUPERSEDED SURVEY CONTROL
 MF1191
 MF1191  NGVD 29 (??/??/92)  200.770  (m)          658.69   (f) ADJ UNCH    2 0
 MF1191
 MF1191.Superseded values are not recommended for survey control.
 MF1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1191.See file dsdata.txt to determine how the superseded data were derived.
 MF1191
 MF1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM835235(NAD 83)
 MF1191_MARKER: DB = BENCH MARK DISK
 MF1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1191_STAMPING: G 48 1934
 MF1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1191+STABILITY: SURFACE MOTION
 MF1191
 MF1191  HISTORY     - Date     Condition        Report By
 MF1191  HISTORY     - 1934     MONUMENTED       CGS
 MF1191  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 MF1191  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1191  HISTORY     - 20030605 MARK NOT FOUND   USPSQD
 MF1191
 MF1191                          STATION DESCRIPTION
 MF1191
 MF1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1191'1.5 MI SE FROM STONES.
 MF1191'1.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF1191'RAILROAD FROM THE STATION AT STONES, LEE COUNTY, 0.8 MILE SOUTHEAST
 MF1191'OF THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, AT A
 MF1191'ROAD CROSSING, 75 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 MF1191'30 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 MF1191'SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED G 48 1934 AND SET
 MF1191'IN THE TOP OF A CONCRETE POST.
 MF1191
 MF1191                          STATION RECOVERY (1995)
 MF1191
 MF1191'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1191'MARK NOT FOUND.
 MF1191
 MF1191                          STATION RECOVERY (2002)
 MF1191
 MF1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1191'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1191
 MF1191                          STATION RECOVERY (2003)
 MF1191
 MF1191'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1191'CBQ ABANDONED IN THIS AREA. MARK APPEARS TO BE IN A CULTIVATED FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0500 ***********************************************************************
 MF0500  DESIGNATION -  G 49
 MF0500  PID         -  MF0500
 MF0500  STATE/COUNTY-  IL/LA SALLE
 MF0500  USGS QUAD   -  EARLVILLE (1971)
 MF0500
 MF0500                         *CURRENT SURVEY CONTROL
 MF0500  ___________________________________________________________________
 MF0500* NAD 83(1986)-  41 34 38.     (N)    088 59 39.     (W)     SCALED    
 MF0500* NAVD 88     -       215.823  (meters)     708.08   (feet)  ADJUSTED  
 MF0500  ___________________________________________________________________
 MF0500  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF0500  DYNAMIC HT  -         215.739 (meters)     707.80  (feet)  COMP
 MF0500  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 MF0500
 MF0500  VERT ORDER  -  SECOND    CLASS 0
 MF0500
 MF0500.The horizontal coordinates were scaled from a topographic map and have
 MF0500.an estimated accuracy of +/- 6 seconds.
 MF0500
 MF0500.The orthometric height was determined by differential leveling
 MF0500.and adjusted by the National Geodetic Survey in June 1991..
 MF0500
 MF0500.The geoid height was determined by GEOID03.
 MF0500
 MF0500.The dynamic height is computed by dividing the NAVD 88
 MF0500.geopotential number by the normal gravity value computed on the
 MF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0500.degrees latitude (g = 980.6199 gals.).
 MF0500
 MF0500.The modeled gravity was interpolated from observed gravity values.
 MF0500
 MF0500;                    North         East    Units  Estimated Accuracy
 MF0500;SPC IL E     -   545,360.      244,890.      MT  (+/- 180 meters Scaled)
 MF0500
 MF0500                          SUPERSEDED SURVEY CONTROL
 MF0500
 MF0500  NGVD 29 (??/??/92)  215.892  (m)          708.31   (f) ADJ UNCH    2 0
 MF0500
 MF0500.Superseded values are not recommended for survey control.
 MF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0500.See file dsdata.txt to determine how the superseded data were derived.
 MF0500
 MF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM337047(NAD 83)
 MF0500_MARKER: DB = BENCH MARK DISK
 MF0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0500_SP_SET: BRIDGE
 MF0500_STAMPING: G 49 1934
 MF0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0500
 MF0500  HISTORY     - Date     Condition        Report By
 MF0500  HISTORY     - 1934     MONUMENTED       CGS
 MF0500  HISTORY     - 19970801 MARK NOT FOUND   USPSQD
 MF0500  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 MF0500
 MF0500                          STATION DESCRIPTION
 MF0500
 MF0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0500'2.2 MI E FROM MERIDEN.
 MF0500'2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0500'FROM THE STATION AT MERIDEN, LA SALLE COUNTY, AT POLE 76/01,
 MF0500'70 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AT A 66-FOOT
 MF0500'CONCRETE HIGHWAY BRIDGE, IN THE TOP OF THE EAST END OF THE NORTH
 MF0500'HEADWALL, 13 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MF0500'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MF0500'G 49 1934.
 MF0500
 MF0500                          STATION RECOVERY (1997)
 MF0500
 MF0500'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0500'MARK NOT FOUND.
 MF0500
 MF0500                          STATION RECOVERY (2002)
 MF0500
 MF0500'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0500'DESCRIBED HIGHWAY BRIDGE RECONSTRUCTED. DISK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1279 ***********************************************************************
 MF1279  DESIGNATION -  G 49 RESET 1983
 MF1279  PID         -  MF1279
 MF1279  STATE/COUNTY-  IL/LA SALLE
 MF1279  USGS QUAD   -  EARLVILLE (1971)
 MF1279
 MF1279                         *CURRENT SURVEY CONTROL
 MF1279  ___________________________________________________________________
 MF1279* NAD 83(1986)-  41 34 38.     (N)    088 59 39.     (W)     SCALED    
 MF1279* NAVD 88     -       215.14   (meters)     705.8    (feet)  RESET     
 MF1279  ___________________________________________________________________
 MF1279  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF1279
 MF1279  VERT ORDER  -  THIRD
 MF1279
 MF1279.The horizontal coordinates were scaled from a topographic map and have
 MF1279.an estimated accuracy of +/- 6 seconds.
 MF1279
 MF1279.The orthometric height was computed from unverified reset data.
 MF1279.No vertical observational check was made to the station.
 MF1279
 MF1279.The geoid height was determined by GEOID03.
 MF1279
 MF1279;                    North         East    Units  Estimated Accuracy
 MF1279;SPC IL E     -   545,360.      244,890.      MT  (+/- 180 meters Scaled)
 MF1279
 MF1279                          SUPERSEDED SURVEY CONTROL
 MF1279
 MF1279  NGVD 29 (03/28/06)  215.21   (m)          706.1    (f) RESET       3  
 MF1279
 MF1279.Superseded values are not recommended for survey control.
 MF1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1279.See file dsdata.txt to determine how the superseded data were derived.
 MF1279
 MF1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM337047(NAD 83)
 MF1279_MARKER: DB = BENCH MARK DISK
 MF1279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MF1279_SP_SET: HEADWALL
 MF1279_STAMPING: G 49 RESET 1983
 MF1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1279+STABILITY: SURFACE MOTION
 MF1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF1279+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 MF1279
 MF1279  HISTORY     - Date     Condition        Report By
 MF1279  HISTORY     - 1983     MONUMENTED       NGS
 MF1279  HISTORY     - 19970801 GOOD             USPSQD
 MF1279  HISTORY     - 20020819 GOOD             USPSQD
 MF1279
 MF1279                          STATION DESCRIPTION
 MF1279
 MF1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MF1279'3.5 KM (2.2 MI) EAST FROM MERIDEN.
 MF1279'3.5 KM (2.2 MI) EAST ALONG THE CHICAGO-BURLINGTON RAILROAD FROM THE
 MF1279'CENTER OF MERIDEN, AT A BRIDGE OVER INDIAN CREEK, IN THE SOUTH PART
 MF1279'OF THE EAST ABUTMENT OF RAILROAD BRIDGE, 21.3 METERS (70.0 FT)
 MF1279'NORTHEAST OF THE CENTER OF HIGHWAY 34, AND 1.5 METERS (4.8 FT)
 MF1279'SOUTHWEST OF THE SOUTH RAIL OF RAILROAD TRACK.
 MF1279
 MF1279                          STATION RECOVERY (1997)
 MF1279
 MF1279'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1279'RECOVERED IN GOOD CONDITION.
 MF1279
 MF1279                          STATION RECOVERY (2002)
 MF1279
 MF1279'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1279'UNDER BRIDGE TIMBERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0445 ***********************************************************************
 MF0445  DESIGNATION -  G 50
 MF0445  PID         -  MF0445
 MF0445  STATE/COUNTY-  IL/DE KALB
 MF0445  USGS QUAD   -  SYCAMORE (1975)
 MF0445
 MF0445                         *CURRENT SURVEY CONTROL
 MF0445  ___________________________________________________________________
 MF0445* NAD 83(1986)-  41 59 36.     (N)    088 41 25.     (W)     SCALED    
 MF0445* NAVD 88     -       258.306  (meters)     847.46   (feet)  ADJUSTED  
 MF0445  ___________________________________________________________________
 MF0445  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF0445  DYNAMIC HT  -         258.218 (meters)     847.17  (feet)  COMP
 MF0445  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 MF0445
 MF0445  VERT ORDER  -  SECOND    CLASS 0
 MF0445
 MF0445.The horizontal coordinates were scaled from a topographic map and have
 MF0445.an estimated accuracy of +/- 6 seconds.
 MF0445
 MF0445.The orthometric height was determined by differential leveling
 MF0445.and adjusted by the National Geodetic Survey in June 1991..
 MF0445
 MF0445.The geoid height was determined by GEOID03.
 MF0445
 MF0445.The dynamic height is computed by dividing the NAVD 88
 MF0445.geopotential number by the normal gravity value computed on the
 MF0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0445.degrees latitude (g = 980.6199 gals.).
 MF0445
 MF0445.The modeled gravity was interpolated from observed gravity values.
 MF0445
 MF0445;                    North         East    Units  Estimated Accuracy
 MF0445;SPC IL E     -   591,420.      270,430.      MT  (+/- 180 meters Scaled)
 MF0445
 MF0445                          SUPERSEDED SURVEY CONTROL
 MF0445
 MF0445  NGVD 29 (??/??/92)  258.347  (m)          847.59   (f) ADJ UNCH    2 0
 MF0445
 MF0445.Superseded values are not recommended for survey control.
 MF0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0445.See file dsdata.txt to determine how the superseded data were derived.
 MF0445
 MF0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM599504(NAD 83)
 MF0445_MARKER: DB = BENCH MARK DISK
 MF0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0445_SP_SET: SIGNAL CONTROL BASE
 MF0445_STAMPING: G 50 1934
 MF0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0445
 MF0445  HISTORY     - Date     Condition        Report By
 MF0445  HISTORY     - 1934     MONUMENTED       CGS
 MF0445  HISTORY     - 1968     MARK NOT FOUND   USGS
 MF0445  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 MF0445
 MF0445                          STATION DESCRIPTION
 MF0445
 MF0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0445'AT SYCAMORE.
 MF0445'AT SYCAMORE, DE KALB COUNTY, ON THE CHICAGO AND NORTH WESTERN
 MF0445'RAILWAY, 0.4 MILE NORTH OF THE STATION, AT THE CROSSING OF THE
 MF0445'CHICAGO GREAT WESTERN RAILROAD, 10 FEET WEST OF THE CENTERLINE
 MF0445'OF THE C AND NW TRACK, 12 FEET NORTH OF THE CENTERLINE OF THE
 MF0445'C.G.W. TRACK, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE
 MF0445'SIGNAL-CONTROL BASE, AND ABOUT 12 INCHES LOWER THAN THE TRACK.
 MF0445'A STANDARD DISK STAMPED G 50 1934.
 MF0445
 MF0445                          STATION RECOVERY (1968)
 MF0445
 MF0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MF0445'MARK NOT FOUND.
 MF0445
 MF0445                          STATION RECOVERY (1996)
 MF0445
 MF0445'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0860 ***********************************************************************
 MF0860  DESIGNATION -  G 51
 MF0860  PID         -  MF0860
 MF0860  STATE/COUNTY-  IL/BUREAU
 MF0860  USGS QUAD   -  PRINCETON SOUTH (1979)
 MF0860
 MF0860                         *CURRENT SURVEY CONTROL
 MF0860  ___________________________________________________________________
 MF0860* NAD 83(1986)-  41 18 18.     (N)    089 24 37.     (W)     SCALED    
 MF0860* NAVD 88     -       143.622  (meters)     471.20   (feet)  ADJUSTED  
 MF0860  ___________________________________________________________________
 MF0860  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF0860  DYNAMIC HT  -         143.564 (meters)     471.01  (feet)  COMP
 MF0860  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 MF0860
 MF0860  VERT ORDER  -  SECOND    CLASS 0
 MF0860
 MF0860.The horizontal coordinates were scaled from a topographic map and have
 MF0860.an estimated accuracy of +/- 6 seconds.
 MF0860
 MF0860.The orthometric height was determined by differential leveling
 MF0860.and adjusted by the National Geodetic Survey in June 1991..
 MF0860
 MF0860.The geoid height was determined by GEOID03.
 MF0860
 MF0860.The dynamic height is computed by dividing the NAVD 88
 MF0860.geopotential number by the normal gravity value computed on the
 MF0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0860.degrees latitude (g = 980.6199 gals.).
 MF0860
 MF0860.The modeled gravity was interpolated from observed gravity values.
 MF0860
 MF0860;                    North         East    Units  Estimated Accuracy
 MF0860;SPC IL W     -   515,170.      763,340.      MT  (+/- 180 meters Scaled)
 MF0860
 MF0860                          SUPERSEDED SURVEY CONTROL
 MF0860
 MF0860  NGVD 29 (??/??/92)  143.70   (m)          471.5    (f) COMPUTED    2 0
 MF0860
 MF0860.Superseded values are not recommended for survey control.
 MF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0860.See file dsdata.txt to determine how the superseded data were derived.
 MF0860
 MF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL982754(NAD 83)
 MF0860_MARKER: DB = BENCH MARK DISK
 MF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0860_STAMPING: G 51 1934
 MF0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0860+STABILITY: SURFACE MOTION
 MF0860
 MF0860  HISTORY     - Date     Condition        Report By
 MF0860  HISTORY     - 1934     MONUMENTED       CGS
 MF0860  HISTORY     - 19960406 MARK NOT FOUND   USPSQD
 MF0860  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF0860  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 MF0860
 MF0860                          STATION DESCRIPTION
 MF0860
 MF0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0860'2.7 MI W FROM BUREAU.
 MF0860'2.7 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0860'RAILROAD FROM THE COALING STATION AT BUREAU, BUREAU COUNTY,
 MF0860'AT POLE C 117/20, AT A ROAD CROSSING, 24 FEET WEST OF THE
 MF0860'CENTERLINE OF THE ROAD, 18 FEET SOUTH OF THE CENTERLINE OF
 MF0860'THE SOUTH TRACK, 3 FEET NORTH OF A POLE, AND ABOUT 4 FEET LOWER
 MF0860'THAN THE TRACK.  A STANDARD DISK, STAMPED G 51 1934 AND SET
 MF0860'IN THE TOP OF A CONCRETE POST.
 MF0860
 MF0860                          STATION RECOVERY (1996)
 MF0860
 MF0860'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0860'MARK NOT FOUND.
 MF0860
 MF0860                          STATION RECOVERY (2001)
 MF0860
 MF0860'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0860'MARK NOT FOUND.
 MF0860
 MF0860                          STATION RECOVERY (2005)
 MF0860
 MF0860'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0078 ***********************************************************************
 MG0078  DESIGNATION -  G 52
 MG0078  PID         -  MG0078
 MG0078  STATE/COUNTY-  IL/HENRY
 MG0078  USGS QUAD   -  ATKINSON (1991)
 MG0078
 MG0078                         *CURRENT SURVEY CONTROL
 MG0078  ___________________________________________________________________
 MG0078* NAD 83(1986)-  41 26 40.     (N)    090 06 54.     (W)     SCALED    
 MG0078* NAVD 88     -       191.266  (meters)     627.51   (feet)  ADJUSTED  
 MG0078  ___________________________________________________________________
 MG0078  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MG0078  DYNAMIC HT  -         191.191 (meters)     627.27  (feet)  COMP
 MG0078  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 MG0078
 MG0078  VERT ORDER  -  SECOND    CLASS 0
 MG0078
 MG0078.The horizontal coordinates were scaled from a topographic map and have
 MG0078.an estimated accuracy of +/- 6 seconds.
 MG0078
 MG0078.The orthometric height was determined by differential leveling
 MG0078.and adjusted by the National Geodetic Survey in June 1991..
 MG0078
 MG0078.The geoid height was determined by GEOID03.
 MG0078
 MG0078.The dynamic height is computed by dividing the NAVD 88
 MG0078.geopotential number by the normal gravity value computed on the
 MG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0078.degrees latitude (g = 980.6199 gals.).
 MG0078
 MG0078.The modeled gravity was interpolated from observed gravity values.
 MG0078
 MG0078;                    North         East    Units  Estimated Accuracy
 MG0078;SPC IL W     -   530,380.      704,320.      MT  (+/- 180 meters Scaled)
 MG0078
 MG0078                          SUPERSEDED SURVEY CONTROL
 MG0078
 MG0078  NGVD 29 (??/??/92)  191.351  (m)          627.79   (f) ADJ UNCH    2 0
 MG0078
 MG0078.Superseded values are not recommended for survey control.
 MG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0078.See file dsdata.txt to determine how the superseded data were derived.
 MG0078
 MG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF410921(NAD 83)
 MG0078_MARKER: DB = BENCH MARK DISK
 MG0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0078_SP_SET: CULVERT
 MG0078_STAMPING: G 52 1934
 MG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0078
 MG0078  HISTORY     - Date     Condition        Report By
 MG0078  HISTORY     - 1934     MONUMENTED       CGS
 MG0078  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0078  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 MG0078  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MG0078  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 MG0078
 MG0078                          STATION DESCRIPTION
 MG0078
 MG0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0078'2.1 MI E FROM GENESEO.
 MG0078'2.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0078'RAILWAY FROM THE STATION AT GENESEO, HENRY COUNTY, 2 POLES
 MG0078'WEST OF MILEPOST 157, AT A ROAD CROSSING, 45 FEET WEST OF THE
 MG0078'CENTERLINE OF THE ROAD, AT A CULVERT, AND IN THE CENTER OF THE
 MG0078'TOP OF THE SOUTH CONCRETE HEADWALL.  A STANDARD DISK, STAMPED
 MG0078'G 52 1934.
 MG0078
 MG0078                          STATION RECOVERY (1988)
 MG0078
 MG0078'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0078'MARK NOT FOUND.
 MG0078
 MG0078                          STATION RECOVERY (1996)
 MG0078
 MG0078'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0078'MARK NOT FOUND.
 MG0078
 MG0078                          STATION RECOVERY (2001)
 MG0078
 MG0078'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0078'MARK NOT FOUND.
 MG0078
 MG0078                          STATION RECOVERY (2004)
 MG0078
 MG0078'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0052 ***********************************************************************
 MG0052  DESIGNATION -  G 53
 MG0052  PID         -  MG0052
 MG0052  STATE/COUNTY-  IL/HENRY
 MG0052  USGS QUAD   -  GREEN ROCK (1992)
 MG0052
 MG0052                         *CURRENT SURVEY CONTROL
 MG0052  ___________________________________________________________________
 MG0052* NAD 83(1986)-  41 23 00.     (N)    090 22 24.     (W)     SCALED    
 MG0052* NAVD 88     -       210.073  (meters)     689.21   (feet)  ADJUSTED  
 MG0052  ___________________________________________________________________
 MG0052  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0052  DYNAMIC HT  -         209.991 (meters)     688.95  (feet)  COMP
 MG0052  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 MG0052
 MG0052  VERT ORDER  -  SECOND    CLASS 0
 MG0052
 MG0052.The horizontal coordinates were scaled from a topographic map and have
 MG0052.an estimated accuracy of +/- 6 seconds.
 MG0052
 MG0052.The orthometric height was determined by differential leveling
 MG0052.and adjusted by the National Geodetic Survey in June 1991..
 MG0052
 MG0052.The geoid height was determined by GEOID03.
 MG0052
 MG0052.The dynamic height is computed by dividing the NAVD 88
 MG0052.geopotential number by the normal gravity value computed on the
 MG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0052.degrees latitude (g = 980.6199 gals.).
 MG0052
 MG0052.The modeled gravity was interpolated from observed gravity values.
 MG0052
 MG0052;                    North         East    Units  Estimated Accuracy
 MG0052;SPC IL W     -   523,620.      682,710.      MT  (+/- 180 meters Scaled)
 MG0052
 MG0052                          SUPERSEDED SURVEY CONTROL
 MG0052
 MG0052  NGVD 29 (??/??/92)  210.147  (m)          689.46   (f) ADJ UNCH    2 0
 MG0052
 MG0052.Superseded values are not recommended for survey control.
 MG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0052.See file dsdata.txt to determine how the superseded data were derived.
 MG0052
 MG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF196846(NAD 83)
 MG0052_MARKER: DB = BENCH MARK DISK
 MG0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0052_SP_SET: BRIDGE
 MG0052_STAMPING: G 53 1934
 MG0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0052+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2003
 MG0052
 MG0052  HISTORY     - Date     Condition        Report By
 MG0052  HISTORY     - 1934     MONUMENTED       CGS
 MG0052  HISTORY     - 1959     GOOD             NGS
 MG0052  HISTORY     - 19960715 GOOD             USPSQD
 MG0052  HISTORY     - 20011015 GOOD             USPSQD
 MG0052  HISTORY     - 20031222 GOOD             GEOCAC
 MG0052
 MG0052                          STATION DESCRIPTION
 MG0052
 MG0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0052'2 MI S FROM WARNER.
 MG0052'ABOUT 2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0052'RAILROAD FROM THE STATION SIGN AT WARNER, AT A ROAD CROSSING,
 MG0052'60 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE NORTHWEST
 MG0052'END OF THE WINGWALL AT THE SOUTHEAST CORNER OF A ROAD BRIDGE,
 MG0052'2 FEET SOUTHEAST OF THE NORTHWEST END OF THE WINGWALL, 10 FEET
 MG0052'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET BELOW
 MG0052'THE LEVEL OF THE TRACK.
 MG0052
 MG0052                          STATION RECOVERY (1996)
 MG0052
 MG0052'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0052'RECOVERED IN GOOD CONDITION.
 MG0052
 MG0052                          STATION RECOVERY (2001)
 MG0052
 MG0052'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0052'RECOVERED IN GOOD CONDITION.
 MG0052
 MG0052                          STATION RECOVERY (2003)
 MG0052
 MG0052'RECOVERY NOTE BY GEOCACHING 2003 (CBB)
 MG0052'PICTURES AVAILABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0006 ***********************************************************************
 LD0006  DESIGNATION -  G 54
 LD0006  PID         -  LD0006
 LD0006  STATE/COUNTY-  IL/KNOX
 LD0006  USGS QUAD   -  ABINGDON (1982)
 LD0006
 LD0006                         *CURRENT SURVEY CONTROL
 LD0006  ___________________________________________________________________
 LD0006* NAD 83(1986)-  40 49 52.     (N)    090 23 41.     (W)     SCALED    
 LD0006* NAVD 88     -       223.446  (meters)     733.09   (feet)  ADJUSTED  
 LD0006  ___________________________________________________________________
 LD0006  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LD0006  DYNAMIC HT  -         223.342 (meters)     732.75  (feet)  COMP
 LD0006  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 LD0006
 LD0006  VERT ORDER  -  SECOND    CLASS 0
 LD0006
 LD0006.The horizontal coordinates were scaled from a topographic map and have
 LD0006.an estimated accuracy of +/- 6 seconds.
 LD0006
 LD0006.The orthometric height was determined by differential leveling
 LD0006.and adjusted by the National Geodetic Survey in June 1991..
 LD0006
 LD0006.The geoid height was determined by GEOID03.
 LD0006
 LD0006.The dynamic height is computed by dividing the NAVD 88
 LD0006.geopotential number by the normal gravity value computed on the
 LD0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0006.degrees latitude (g = 980.6199 gals.).
 LD0006
 LD0006.The modeled gravity was interpolated from observed gravity values.
 LD0006
 LD0006;                    North         East    Units  Estimated Accuracy
 LD0006;SPC IL W     -   462,300.      680,770.      MT  (+/- 180 meters Scaled)
 LD0006
 LD0006                          SUPERSEDED SURVEY CONTROL
 LD0006
 LD0006  NGVD 29 (??/??/92)  223.504  (m)          733.28   (f) ADJ UNCH    2 0
 LD0006
 LD0006.Superseded values are not recommended for survey control.
 LD0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0006.See file dsdata.txt to determine how the superseded data were derived.
 LD0006
 LD0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF196232(NAD 83)
 LD0006_MARKER: DB = BENCH MARK DISK
 LD0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0006_STAMPING: G 54 1934
 LD0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0006+STABILITY: SURFACE MOTION
 LD0006
 LD0006  HISTORY     - Date     Condition        Report By
 LD0006  HISTORY     - 1934     MONUMENTED       CGS
 LD0006  HISTORY     - 1935     GOOD             NGS
 LD0006  HISTORY     - 1978     MARK NOT FOUND   USGS
 LD0006  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0006
 LD0006                          STATION DESCRIPTION
 LD0006
 LD0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0006'1.7 MI N FROM ABINGDON.
 LD0006'1.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0006'FROM THE STATION AT ABINGDON, KNOX COUNTY, AT A ROAD CROSSING,
 LD0006'48 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHWEST TRACK, 30
 LD0006'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A
 LD0006'FENCE CORNER, AND 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0006'STAMPED G 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LD0006
 LD0006                          STATION RECOVERY (1978)
 LD0006
 LD0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LD0006'MARK NOT FOUND.
 LD0006
 LD0006                          STATION RECOVERY (1997)
 LD0006
 LD0006'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0329 ***********************************************************************
 LD0329  DESIGNATION -  G 56
 LD0329  PID         -  LD0329
 LD0329  STATE/COUNTY-  IL/SCHUYLER
 LD0329  USGS QUAD   -  RAY (1981)
 LD0329
 LD0329                         *CURRENT SURVEY CONTROL
 LD0329  ___________________________________________________________________
 LD0329* NAD 83(1986)-  40 09 40.     (N)    090 25 07.     (W)     SCALED    
 LD0329* NAVD 88     -       170.202  (meters)     558.40   (feet)  ADJUSTED  
 LD0329  ___________________________________________________________________
 LD0329  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0329  DYNAMIC HT  -         170.114 (meters)     558.12  (feet)  COMP
 LD0329  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 LD0329
 LD0329  VERT ORDER  -  SECOND    CLASS 0
 LD0329
 LD0329.The horizontal coordinates were scaled from a topographic map and have
 LD0329.an estimated accuracy of +/- 6 seconds.
 LD0329
 LD0329.The orthometric height was determined by differential leveling
 LD0329.and adjusted by the National Geodetic Survey in June 1991..
 LD0329
 LD0329.The geoid height was determined by GEOID03.
 LD0329
 LD0329.The dynamic height is computed by dividing the NAVD 88
 LD0329.geopotential number by the normal gravity value computed on the
 LD0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0329.degrees latitude (g = 980.6199 gals.).
 LD0329
 LD0329.The modeled gravity was interpolated from observed gravity values.
 LD0329
 LD0329;                    North         East    Units  Estimated Accuracy
 LD0329;SPC IL W     -   387,910.      678,540.      MT  (+/- 180 meters Scaled)
 LD0329
 LD0329                          SUPERSEDED SURVEY CONTROL
 LD0329
 LD0329  NGVD 29 (??/??/92)  170.300  (m)          558.73   (f) ADJ UNCH    2 0
 LD0329
 LD0329.Superseded values are not recommended for survey control.
 LD0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0329.See file dsdata.txt to determine how the superseded data were derived.
 LD0329
 LD0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE198488(NAD 83)
 LD0329_MARKER: DB = BENCH MARK DISK
 LD0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0329_SP_SET: BRIDGE
 LD0329_STAMPING: G 56 1935
 LD0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0329
 LD0329  HISTORY     - Date     Condition        Report By
 LD0329  HISTORY     - 1935     MONUMENTED       CGS
 LD0329
 LD0329                          STATION DESCRIPTION
 LD0329
 LD0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0329'7 MI N FROM FREDERICK.
 LD0329'7.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0329'FROM THE UNDERPASS OF STATE HIGHWAY 100 AT FREDERICK, SCHUYLER
 LD0329'COUNTY, 4 POLES SOUTH OF MILEPOST 128, AT BRIDGE 127.96, IN THE
 LD0329'TOP OF THE WEST END OF THE SOUTH ABUTMENT, 8 FEET WEST OF THE
 LD0329'CENTERLINE OF THE TRACK, AND 18 INCHES LOWER THAN THE TRACK.  A
 LD0329'STANDARD DISK, STAMPED G 56 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1100 ***********************************************************************
 JB1100  DESIGNATION -  G 561
 JB1100  PID         -  JB1100
 JB1100  STATE/COUNTY-  IL/PERRY
 JB1100  USGS QUAD   -  PINCKNEYVILLE (1982)
 JB1100
 JB1100                         *CURRENT SURVEY CONTROL
 JB1100  ___________________________________________________________________
 JB1100* NAD 83(1986)-  38 07 16.     (N)    089 27 02.     (W)     SCALED    
 JB1100* NAVD 88     -       165.484  (meters)     542.93   (feet)  ADJUSTED  
 JB1100  ___________________________________________________________________
 JB1100  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 JB1100  DYNAMIC HT  -         165.375 (meters)     542.57  (feet)  COMP
 JB1100  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 JB1100
 JB1100  VERT ORDER  -  SECOND    CLASS 0
 JB1100
 JB1100.The horizontal coordinates were scaled from a topographic map and have
 JB1100.an estimated accuracy of +/- 6 seconds.
 JB1100
 JB1100.The orthometric height was determined by differential leveling
 JB1100.and adjusted by the National Geodetic Survey in June 1991..
 JB1100
 JB1100.The geoid height was determined by GEOID03.
 JB1100
 JB1100.The dynamic height is computed by dividing the NAVD 88
 JB1100.geopotential number by the normal gravity value computed on the
 JB1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1100.degrees latitude (g = 980.6199 gals.).
 JB1100
 JB1100.The modeled gravity was interpolated from observed gravity values.
 JB1100
 JB1100;                    North         East    Units  Estimated Accuracy
 JB1100;SPC IL W     -   161,650.      762,790.      MT  (+/- 180 meters Scaled)
 JB1100
 JB1100                          SUPERSEDED SURVEY CONTROL
 JB1100
 JB1100  NGVD 29 (??/??/92)  165.579  (m)          543.24   (f) ADJ UNCH    2 0
 JB1100
 JB1100.Superseded values are not recommended for survey control.
 JB1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1100.See file dsdata.txt to determine how the superseded data were derived.
 JB1100
 JB1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH851220(NAD 83)
 JB1100_MARKER: Q = CHISELED SQUARE
 JB1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1100_SP_SET: SEMAPHORE
 JB1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1100
 JB1100  HISTORY     - Date     Condition        Report By
 JB1100  HISTORY     - UNK      MONUMENTED       USGS
 JB1100  HISTORY     - 1935     GOOD             NGS
 JB1100  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1100
 JB1100                          STATION DESCRIPTION
 JB1100
 JB1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB1100'4.8 MI NW FROM PINCKNEYVILLE.
 JB1100'4.8 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1100'STATION AT PINCKNEYVILLE, PERRY COUNTY, 480 FEET NORTHWEST OF A
 JB1100'ROAD CROSSING, AT SEMAPHORE G 561, AND ON THE NORTHWEST CORNER OF
 JB1100'THE CONCRETE BASE.  A CHISELED SQUARE.
 JB1100
 JB1100                          STATION RECOVERY (1974)
 JB1100
 JB1100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0067 ***********************************************************************
 NJ0067  DESIGNATION -  G 57
 NJ0067  PID         -  NJ0067
 NJ0067  STATE/COUNTY-  IL/CARROLL
 NJ0067  USGS QUAD   -  SAVANNA (1990)
 NJ0067
 NJ0067                         *CURRENT SURVEY CONTROL
 NJ0067  ___________________________________________________________________
 NJ0067* NAD 83(1986)-  42 06 15.     (N)    090 09 27.     (W)     SCALED    
 NJ0067* NAVD 88     -       192.034  (meters)     630.03   (feet)  ADJUSTED  
 NJ0067  ___________________________________________________________________
 NJ0067  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NJ0067  DYNAMIC HT  -         191.969 (meters)     629.82  (feet)  COMP
 NJ0067  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 NJ0067
 NJ0067  VERT ORDER  -  FIRST     CLASS I
 NJ0067
 NJ0067.The horizontal coordinates were scaled from a topographic map and have
 NJ0067.an estimated accuracy of +/- 6 seconds.
 NJ0067
 NJ0067.The orthometric height was determined by differential leveling
 NJ0067.and adjusted by the National Geodetic Survey in June 1991..
 NJ0067
 NJ0067.The geoid height was determined by GEOID03.
 NJ0067
 NJ0067.The dynamic height is computed by dividing the NAVD 88
 NJ0067.geopotential number by the normal gravity value computed on the
 NJ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0067.degrees latitude (g = 980.6199 gals.).
 NJ0067
 NJ0067.The modeled gravity was interpolated from observed gravity values.
 NJ0067
 NJ0067;                    North         East    Units  Estimated Accuracy
 NJ0067;SPC IL W     -   603,650.      700,760.      MT  (+/- 180 meters Scaled)
 NJ0067
 NJ0067                          SUPERSEDED SURVEY CONTROL
 NJ0067
 NJ0067  NGVD 29 (??/??/92)  192.067  (m)          630.14   (f) ADJ UNCH    1 1
 NJ0067
 NJ0067.Superseded values are not recommended for survey control.
 NJ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0067.See file dsdata.txt to determine how the superseded data were derived.
 NJ0067
 NJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350652(NAD 83)
 NJ0067_MARKER: DB = BENCH MARK DISK
 NJ0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0067_SP_SET: PIER
 NJ0067_STAMPING: G 57 1934
 NJ0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0067
 NJ0067  HISTORY     - Date     Condition        Report By
 NJ0067  HISTORY     - 1934     MONUMENTED       CGS
 NJ0067  HISTORY     - 1970     GOOD             NGS
 NJ0067  HISTORY     - 1977     GOOD             LOCSUR
 NJ0067  HISTORY     - 1988     GOOD             USPSQD
 NJ0067  HISTORY     - 19950524 GOOD             USPSQD
 NJ0067  HISTORY     - 20011203 GOOD             NGS
 NJ0067  HISTORY     - 20030923 GOOD             USPSQD
 NJ0067
 NJ0067                          STATION DESCRIPTION
 NJ0067
 NJ0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0067'0.8 MI N FROM SAVANNA.
 NJ0067'ABOUT 0.05 MILE WEST ALONG MADISON STREET FROM THE POST OFFICE
 NJ0067'AT SAVANNA, THENCE 0.75 MILE NORTH ALONG U.S. HIGHWAY 52, AT THE
 NJ0067'EAST END OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER, 13
 NJ0067'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 NJ0067'THE NORTH END OF THE EAST CONCRETE PIER, AND ABOUT 5 FEET BELOW
 NJ0067'THE LEVEL OF THE BRIDGE FLOOR.  SEC 4, T24N, R3E.  NOTE-- THIS
 NJ0067'MARK IS ALSO 2.95 MILES NORTH ALONG U.S. HIGHWAY 52 FROM THE
 NJ0067'MUNICAPAL BUILDING AT SABULA, IOWA.
 NJ0067
 NJ0067                          STATION RECOVERY (1977)
 NJ0067
 NJ0067'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NJ0067'RECOVERED IN GOOD CONDITION.
 NJ0067
 NJ0067                          STATION RECOVERY (1988)
 NJ0067
 NJ0067'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0067'RECOVERED IN GOOD CONDITION.
 NJ0067
 NJ0067                          STATION RECOVERY (1995)
 NJ0067
 NJ0067'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0067'RECOVERED IN GOOD CONDITION.
 NJ0067
 NJ0067                          STATION RECOVERY (2001)
 NJ0067
 NJ0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0067
 NJ0067                          STATION RECOVERY (2003)
 NJ0067
 NJ0067'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1864 ***********************************************************************
 ME1864  DESIGNATION -  G 6
 ME1864  PID         -  ME1864
 ME1864  STATE/COUNTY-  IL/COOK
 ME1864  USGS QUAD   -  LAKE CALUMET (1997)
 ME1864
 ME1864                         *CURRENT SURVEY CONTROL
 ME1864  ___________________________________________________________________
 ME1864* NAD 83(1986)-  41 42 50.     (N)    087 32 06.     (W)     SCALED    
 ME1864* NAVD 88     -       183.786  (meters)     602.97   (feet)  ADJUSTED  
 ME1864  ___________________________________________________________________
 ME1864  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1864  DYNAMIC HT  -         183.721 (meters)     602.76  (feet)  COMP
 ME1864  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 ME1864
 ME1864  VERT ORDER  -  FIRST     CLASS I
 ME1864
 ME1864.The horizontal coordinates were scaled from a topographic map and have
 ME1864.an estimated accuracy of +/- 6 seconds.
 ME1864
 ME1864.The orthometric height was determined by differential leveling
 ME1864.and adjusted by the National Geodetic Survey in June 1991..
 ME1864.WARNING-Repeat measurements at this control monument indicate possible
 ME1864.vertical movement.
 ME1864
 ME1864.The geoid height was determined by GEOID03.
 ME1864
 ME1864.The dynamic height is computed by dividing the NAVD 88
 ME1864.geopotential number by the normal gravity value computed on the
 ME1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1864.degrees latitude (g = 980.6199 gals.).
 ME1864
 ME1864.The modeled gravity was interpolated from observed gravity values.
 ME1864
 ME1864;                    North         East    Units  Estimated Accuracy
 ME1864;SPC IL E     -   560,630.      366,440.      MT  (+/- 180 meters Scaled)
 ME1864
 ME1864                          SUPERSEDED SURVEY CONTROL
 ME1864
 ME1864  NGVD 29 (??/??/92)  183.895  (m)          603.33   (f) ADJ UNCH    1 1
 ME1864
 ME1864.Superseded values are not recommended for survey control.
 ME1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1864.See file dsdata.txt to determine how the superseded data were derived.
 ME1864
 ME1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM554181(NAD 83)
 ME1864_MARKER: DB = BENCH MARK DISK
 ME1864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1864_SP_SET: HEAD WALL
 ME1864_STAMPING: G 6 1916 ELEV 603.270 FT G 6
 ME1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1864
 ME1864  HISTORY     - Date     Condition        Report By
 ME1864  HISTORY     - 1916     MONUMENTED       CGS
 ME1864  HISTORY     - 1968     GOOD             NGS
 ME1864  HISTORY     - 1977     GOOD             NGS
 ME1864  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1864  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1864
 ME1864                          STATION DESCRIPTION
 ME1864
 ME1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1864'AT CHICAGO.
 ME1864'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, AT THE INTERSECTION
 ME1864'OF EAST 100 TH STREET AND EWING AVENUE, 0.55 MILE SOUTHEAST OF THE
 ME1864'SOUTHEAST END OF THE RAILROAD BRIDGE OVER THE CALUMET RIVER,
 ME1864'0.1 MILE NORTHWEST OF MILEPOST 454, SET ON THE TOP OF THE EAST
 ME1864'END OF THE NORTH CONCRETE HEAD WALL OF THE SOUTHERN MOST OVERPASS
 ME1864'OVER EWING AVENUE, 82 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 ME1864'THE NORTHEAST MAIN TRACK, 6.5 FEET NORTHEAST OF THE NORTHEAST RAIL
 ME1864'OF THE SOUTHWEST MAIN TRACK AND 2 FEET BELOW THE LEVEL OF THE
 ME1864'TRACK.
 ME1864
 ME1864                          STATION RECOVERY (1977)
 ME1864
 ME1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1864'RECOVERED IN GOOD CONDITION.
 ME1864
 ME1864                          STATION RECOVERY (1987)
 ME1864
 ME1864'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJH)
 ME1864'MARK NOT FOUND.
 ME1864
 ME1864                          STATION RECOVERY (1992)
 ME1864
 ME1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1864'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0626 ***********************************************************************
 MF0626  DESIGNATION -  G 7 RESET 1943
 MF0626  PID         -  MF0626
 MF0626  STATE/COUNTY-  IL/LA SALLE
 MF0626  USGS QUAD   -  MENDOTA EAST (1993)
 MF0626
 MF0626                         *CURRENT SURVEY CONTROL
 MF0626  ___________________________________________________________________
 MF0626* NAD 83(1986)-  41 32 58.     (N)    089 07 04.     (W)     SCALED    
 MF0626* NAVD 88     -       228.206  (meters)     748.71   (feet)  ADJUSTED  
 MF0626  ___________________________________________________________________
 MF0626  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0626  DYNAMIC HT  -         228.118 (meters)     748.42  (feet)  COMP
 MF0626  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 MF0626
 MF0626  VERT ORDER  -  FIRST     CLASS I
 MF0626
 MF0626.The horizontal coordinates were scaled from a topographic map and have
 MF0626.an estimated accuracy of +/- 6 seconds.
 MF0626
 MF0626.The orthometric height was determined by differential leveling
 MF0626.and adjusted by the National Geodetic Survey in June 1991..
 MF0626
 MF0626.The geoid height was determined by GEOID03.
 MF0626
 MF0626.The dynamic height is computed by dividing the NAVD 88
 MF0626.geopotential number by the normal gravity value computed on the
 MF0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0626.degrees latitude (g = 980.6199 gals.).
 MF0626
 MF0626.The modeled gravity was interpolated from observed gravity values.
 MF0626
 MF0626;                    North         East    Units  Estimated Accuracy
 MF0626;SPC IL E     -   542,360.      234,550.      MT  (+/- 180 meters Scaled)
 MF0626
 MF0626                          SUPERSEDED SURVEY CONTROL
 MF0626
 MF0626  NGVD 29 (??/??/92)  228.250  (m)          748.85   (f) ADJ UNCH    1 1
 MF0626
 MF0626.Superseded values are not recommended for survey control.
 MF0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0626.See file dsdata.txt to determine how the superseded data were derived.
 MF0626
 MF0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM233019(NAD 83)
 MF0626_MARKER: DB = BENCH MARK DISK
 MF0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0626_SP_SET: FOUNDATION
 MF0626_STAMPING: G 7 RESET 1943
 MF0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0626
 MF0626  HISTORY     - Date     Condition        Report By
 MF0626  HISTORY     - 1943     MONUMENTED       CGS
 MF0626  HISTORY     - 1969     GOOD             NGS
 MF0626  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF0626  HISTORY     - 20020619 POOR             USPSQD
 MF0626
 MF0626                          STATION DESCRIPTION
 MF0626
 MF0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0626'AT MENDOTA.
 MF0626'AT MENDOTA, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 MF0626'FOUNDATION FOR THE RAILROAD STATION, 26 FEET WEST OF THE WEST
 MF0626'RAIL OF THE MAIN TRACK, 28.4 FEET NORTH OF THE SOUTHEAST CORNER
 MF0626'OF THE BUILDING 90 1/2 FEET SOUTH OF THE CENTER LINE OF 8TH
 MF0626'STREET, 35.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 MF0626'AND 2.4 FEET ABOVE THE BRICK PLATFORM AT THE STATION.  CORNER
 MF0626'OF 1/4, SEC 33, T 36N, R 1E.
 MF0626
 MF0626                          STATION RECOVERY (1997)
 MF0626
 MF0626'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0626'MARK NOT FOUND.
 MF0626
 MF0626                          STATION RECOVERY (2002)
 MF0626
 MF0626'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0626'SITE LOCATED. DISC AND PIN REMOVED. IMPRINT OF DISC ON SURFACE OF
 MF0626'FOUNDATION VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0216 ***********************************************************************
 KC0216  DESIGNATION -  G 80
 KC0216  PID         -  KC0216
 KC0216  STATE/COUNTY-  IL/SCOTT
 KC0216  USGS QUAD   -  MEREDOSIA (1980)
 KC0216
 KC0216                         *CURRENT SURVEY CONTROL
 KC0216  ___________________________________________________________________
 KC0216* NAD 83(1986)-  39 45 02.     (N)    090 32 08.     (W)     SCALED    
 KC0216* NAVD 88     -       144.681  (meters)     474.67   (feet)  ADJUSTED  
 KC0216  ___________________________________________________________________
 KC0216  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KC0216  DYNAMIC HT  -         144.602 (meters)     474.42  (feet)  COMP
 KC0216  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 KC0216
 KC0216  VERT ORDER  -  FIRST     CLASS II
 KC0216
 KC0216.The horizontal coordinates were scaled from a topographic map and have
 KC0216.an estimated accuracy of +/- 6 seconds.
 KC0216
 KC0216.The orthometric height was determined by differential leveling
 KC0216.and adjusted by the National Geodetic Survey in June 1991..
 KC0216
 KC0216.The geoid height was determined by GEOID03.
 KC0216
 KC0216.The dynamic height is computed by dividing the NAVD 88
 KC0216.geopotential number by the normal gravity value computed on the
 KC0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0216.degrees latitude (g = 980.6199 gals.).
 KC0216
 KC0216.The modeled gravity was interpolated from observed gravity values.
 KC0216
 KC0216;                    North         East    Units  Estimated Accuracy
 KC0216;SPC IL W     -   342,360.      668,390.      MT  (+/- 180 meters Scaled)
 KC0216
 KC0216                          SUPERSEDED SURVEY CONTROL
 KC0216
 KC0216  NGVD 29 (??/??/92)  144.796  (m)          475.05   (f) ADJ UNCH    1 2
 KC0216
 KC0216.Superseded values are not recommended for survey control.
 KC0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0216.See file dsdata.txt to determine how the superseded data were derived.
 KC0216
 KC0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE111029(NAD 83)
 KC0216_MARKER: DB = BENCH MARK DISK
 KC0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0216_SP_SET: BUILDING
 KC0216_STAMPING: G 80 1935
 KC0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0216
 KC0216  HISTORY     - Date     Condition        Report By
 KC0216  HISTORY     - 1935     MONUMENTED       CGS
 KC0216  HISTORY     - 1961     GOOD             NGS
 KC0216
 KC0216                          STATION DESCRIPTION
 KC0216
 KC0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KC0216'AT BLUFFS.
 KC0216'AT BLUFFS, ALONG STATE HIGHWAY 100, SET VERTICALLY IN THE
 KC0216'NORTHWEST FACE AND AT THE MAIN ENTRANCE TO THE BANK OF BLUFFS
 KC0216'BUILDING, 2 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 KC0216'BUILDING AND 2 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0373 ***********************************************************************
 KC0373  DESIGNATION -  G 81
 KC0373  PID         -  KC0373
 KC0373  STATE/COUNTY-  IL/ADAMS
 KC0373  USGS QUAD   -  QUINCY SW (1996)
 KC0373
 KC0373                         *CURRENT SURVEY CONTROL
 KC0373  ___________________________________________________________________
 KC0373* NAD 83(1986)-  39 51 58.     (N)    091 23 36.     (W)     SCALED    
 KC0373* NAVD 88     -       144.528  (meters)     474.17   (feet)  ADJUSTED  
 KC0373  ___________________________________________________________________
 KC0373  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0373  DYNAMIC HT  -         144.452 (meters)     473.92  (feet)  COMP
 KC0373  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 KC0373
 KC0373  VERT ORDER  -  SECOND    CLASS 0
 KC0373
 KC0373.The horizontal coordinates were scaled from a topographic map and have
 KC0373.an estimated accuracy of +/- 6 seconds.
 KC0373
 KC0373.The orthometric height was determined by differential leveling
 KC0373.and adjusted by the National Geodetic Survey in June 1991..
 KC0373
 KC0373.The geoid height was determined by GEOID03.
 KC0373
 KC0373.The dynamic height is computed by dividing the NAVD 88
 KC0373.geopotential number by the normal gravity value computed on the
 KC0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0373.degrees latitude (g = 980.6199 gals.).
 KC0373
 KC0373.The modeled gravity was interpolated from observed gravity values.
 KC0373
 KC0373;                    North         East    Units  Estimated Accuracy
 KC0373;SPC IL W     -   355,840.      595,050.      MT  (+/- 180 meters Scaled)
 KC0373
 KC0373                          SUPERSEDED SURVEY CONTROL
 KC0373
 KC0373  NGVD 29 (??/??/92)  144.612  (m)          474.45   (f) ADJ UNCH    2 0
 KC0373
 KC0373.Superseded values are not recommended for survey control.
 KC0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0373.See file dsdata.txt to determine how the superseded data were derived.
 KC0373
 KC0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE374141(NAD 83)
 KC0373_MARKER: DB = BENCH MARK DISK
 KC0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0373_STAMPING: G 81 1935
 KC0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0373+STABILITY: SURFACE MOTION
 KC0373
 KC0373  HISTORY     - Date     Condition        Report By
 KC0373  HISTORY     - 1935     MONUMENTED       CGS
 KC0373  HISTORY     - 1970     GOOD             NGS
 KC0373
 KC0373                          STATION DESCRIPTION
 KC0373
 KC0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0373'2.3 MI N FROM MARBLEHEAD.
 KC0373'2.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0373'FROM THE STATION AT MARBLEHEAD, ADAMS COUNTY, 0.3 MILE SOUTH OF
 KC0373'MILEPOST 267, 55 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 45
 KC0373'FEET EAST OF THE TRACK, AND ONE FOOT WEST OF THE RIGHT-OF-WAY
 KC0373'FENCE.  A STANDARD DISK, STAMPED G 81 1935 AND SET IN THE TOP OF
 KC0373'A CONCRETE POST.
 KC0373
 KC0373                          STATION RECOVERY (1970)
 KC0373
 KC0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KC0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0630 ***********************************************************************
 KB0630  DESIGNATION -  G 82
 KB0630  PID         -  KB0630
 KB0630  STATE/COUNTY-  IL/MOULTRIE
 KB0630  USGS QUAD   -  SULLIVAN (1983)
 KB0630
 KB0630                         *CURRENT SURVEY CONTROL
 KB0630  ___________________________________________________________________
 KB0630* NAD 83(1986)-  39 34 41.     (N)    088 36 30.     (W)     SCALED    
 KB0630* NAVD 88     -       202.938  (meters)     665.81   (feet)  ADJUSTED  
 KB0630  ___________________________________________________________________
 KB0630  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KB0630  DYNAMIC HT  -         202.824 (meters)     665.43  (feet)  COMP
 KB0630  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 KB0630
 KB0630  VERT ORDER  -  SECOND    CLASS 0
 KB0630
 KB0630.The horizontal coordinates were scaled from a topographic map and have
 KB0630.an estimated accuracy of +/- 6 seconds.
 KB0630
 KB0630.The orthometric height was determined by differential leveling
 KB0630.and adjusted by the National Geodetic Survey in June 1991..
 KB0630
 KB0630.The geoid height was determined by GEOID03.
 KB0630
 KB0630.The dynamic height is computed by dividing the NAVD 88
 KB0630.geopotential number by the normal gravity value computed on the
 KB0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0630.degrees latitude (g = 980.6199 gals.).
 KB0630
 KB0630.The modeled gravity was interpolated from observed gravity values.
 KB0630
 KB0630;                    North         East    Units  Estimated Accuracy
 KB0630;SPC IL E     -   323,190.      276,370.      MT  (+/- 180 meters Scaled)
 KB0630
 KB0630                          SUPERSEDED SURVEY CONTROL
 KB0630
 KB0630  NGVD 29 (??/??/92)  203.012  (m)          666.05   (f) ADJ UNCH    2 0
 KB0630
 KB0630.Superseded values are not recommended for survey control.
 KB0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0630.See file dsdata.txt to determine how the superseded data were derived.
 KB0630
 KB0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ618821(NAD 83)
 KB0630_MARKER: DB = BENCH MARK DISK
 KB0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0630_STAMPING: G 82 1935
 KB0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0630+STABILITY: SURFACE MOTION
 KB0630
 KB0630  HISTORY     - Date     Condition        Report By
 KB0630  HISTORY     - 1935     MONUMENTED       CGS
 KB0630
 KB0630                          STATION DESCRIPTION
 KB0630
 KB0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0630'1.6 MI S FROM SULLIVAN.
 KB0630'1.6 MILES SOUTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 KB0630'SULLIVAN, MOULTRIE COUNTY, 0.4 MILE SOUTH OF MILEPOST 36, AT A
 KB0630'CROSSING OF STATE HIGHWAY 32, 40 FEET WEST OF THE TRACK, AND 45
 KB0630'FEET NORTHWEST OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 82
 KB0630'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0470 ***********************************************************************
 KB0470  DESIGNATION -  G 83
 KB0470  PID         -  KB0470
 KB0470  STATE/COUNTY-  IL/EFFINGHAM
 KB0470  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0470
 KB0470                         *CURRENT SURVEY CONTROL
 KB0470  ___________________________________________________________________
 KB0470* NAD 83(1986)-  39 01 34.     (N)    088 34 19.     (W)     SCALED    
 KB0470* NAVD 88     -       170.868  (meters)     560.59   (feet)  ADJUSTED  
 KB0470  ___________________________________________________________________
 KB0470  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KB0470  DYNAMIC HT  -         170.765 (meters)     560.25  (feet)  COMP
 KB0470  MODELED GRAV-     980,019.6   (mgal)                       NAVD 88
 KB0470
 KB0470  VERT ORDER  -  SECOND    CLASS 0
 KB0470
 KB0470.The horizontal coordinates were scaled from a topographic map and have
 KB0470.an estimated accuracy of +/- 6 seconds.
 KB0470
 KB0470.The orthometric height was determined by differential leveling
 KB0470.and adjusted by the National Geodetic Survey in June 1991..
 KB0470
 KB0470.The geoid height was determined by GEOID03.
 KB0470
 KB0470.The dynamic height is computed by dividing the NAVD 88
 KB0470.geopotential number by the normal gravity value computed on the
 KB0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0470.degrees latitude (g = 980.6199 gals.).
 KB0470
 KB0470.The modeled gravity was interpolated from observed gravity values.
 KB0470
 KB0470;                    North         East    Units  Estimated Accuracy
 KB0470;SPC IL E     -   261,900.      279,340.      MT  (+/- 180 meters Scaled)
 KB0470
 KB0470                          SUPERSEDED SURVEY CONTROL
 KB0470
 KB0470  NGVD 29 (??/??/92)  170.965  (m)          560.91   (f) ADJ UNCH    2 0
 KB0470
 KB0470.Superseded values are not recommended for survey control.
 KB0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0470.See file dsdata.txt to determine how the superseded data were derived.
 KB0470
 KB0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ639208(NAD 83)
 KB0470_MARKER: DB = BENCH MARK DISK
 KB0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0470_STAMPING: G 83 1935
 KB0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0470+STABILITY: SURFACE MOTION
 KB0470
 KB0470  HISTORY     - Date     Condition        Report By
 KB0470  HISTORY     - 1935     MONUMENTED       CGS
 KB0470  HISTORY     - 1942     GOOD             NGS
 KB0470  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0470
 KB0470                          STATION DESCRIPTION
 KB0470
 KB0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0470'AT WATSON.
 KB0470'AT WATSON, EFFINGHAM COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 KB0470'10 RAILS SOUTH OF THE STATION, 45 FEET WEST OF THE TRACK, AT A
 KB0470'RAILROAD DWELLING HOUSE, AND 20 FEET EAST AND 50 FEET NORTH OF
 KB0470'THE NORTHEAST CORNER OF THE BUILDING.  A STANDARD DISK, STAMPED
 KB0470'G 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0470
 KB0470                          STATION RECOVERY (1942)
 KB0470
 KB0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KB0470'RECOVERED IN GOOD CONDITION.
 KB0470
 KB0470                          STATION RECOVERY (1983)
 KB0470
 KB0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0004 ***********************************************************************
 JB0004  DESIGNATION -  G 84
 JB0004  PID         -  JB0004
 JB0004  STATE/COUNTY-  IL/WAYNE
 JB0004  USGS QUAD   -  CISNE (1970)
 JB0004
 JB0004                         *CURRENT SURVEY CONTROL
 JB0004  ___________________________________________________________________
 JB0004* NAD 83(1986)-  38 34 13.     (N)    088 27 47.     (W)     SCALED    
 JB0004* NAVD 88     -       139.597  (meters)     457.99   (feet)  ADJUSTED  
 JB0004  ___________________________________________________________________
 JB0004  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JB0004  DYNAMIC HT  -         139.510 (meters)     457.71  (feet)  COMP
 JB0004  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 JB0004
 JB0004  VERT ORDER  -  SECOND    CLASS 0
 JB0004
 JB0004.The horizontal coordinates were scaled from a topographic map and have
 JB0004.an estimated accuracy of +/- 6 seconds.
 JB0004
 JB0004.The orthometric height was determined by differential leveling
 JB0004.and adjusted by the National Geodetic Survey in June 1991..
 JB0004
 JB0004.The geoid height was determined by GEOID03.
 JB0004
 JB0004.The dynamic height is computed by dividing the NAVD 88
 JB0004.geopotential number by the normal gravity value computed on the
 JB0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0004.degrees latitude (g = 980.6199 gals.).
 JB0004
 JB0004.The modeled gravity was interpolated from observed gravity values.
 JB0004
 JB0004;                    North         East    Units  Estimated Accuracy
 JB0004;SPC IL E     -   211,280.      288,700.      MT  (+/- 180 meters Scaled)
 JB0004
 JB0004                          SUPERSEDED SURVEY CONTROL
 JB0004
 JB0004  NGVD 29 (??/??/92)  139.711  (m)          458.37   (f) ADJ UNCH    2 0
 JB0004
 JB0004.Superseded values are not recommended for survey control.
 JB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0004.See file dsdata.txt to determine how the superseded data were derived.
 JB0004
 JB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH725701(NAD 83)
 JB0004_MARKER: DB = BENCH MARK DISK
 JB0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0004_STAMPING: G 84 1935
 JB0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0004+STABILITY: SURFACE MOTION
 JB0004
 JB0004  HISTORY     - Date     Condition        Report By
 JB0004  HISTORY     - 1935     MONUMENTED       CGS
 JB0004
 JB0004                          STATION DESCRIPTION
 JB0004
 JB0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0004'AT RINARD.
 JB0004'AT RINARD, WAYNE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, 3
 JB0004'RAILS SOUTH OF THE STATION, AT THE SOUTHWEST CORNER OF THE
 JB0004'PLATFORM, AND 12 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED
 JB0004'G 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0141 ***********************************************************************
 JB0141  DESIGNATION -  G 85
 JB0141  PID         -  JB0141
 JB0141  STATE/COUNTY-  IL/WHITE
 JB0141  USGS QUAD   -  ENFIELD (1974)
 JB0141
 JB0141                         *CURRENT SURVEY CONTROL
 JB0141  ___________________________________________________________________
 JB0141* NAD 83(1986)-  38 03 14.     (N)    088 20 49.     (W)     SCALED    
 JB0141* NAVD 88     -       133.023  (meters)     436.43   (feet)  ADJUSTED  
 JB0141  ___________________________________________________________________
 JB0141  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 JB0141  DYNAMIC HT  -         132.933 (meters)     436.13  (feet)  COMP
 JB0141  MODELED GRAV-     979,956.6   (mgal)                       NAVD 88
 JB0141
 JB0141  VERT ORDER  -  SECOND    CLASS 0
 JB0141
 JB0141.The horizontal coordinates were scaled from a topographic map and have
 JB0141.an estimated accuracy of +/- 6 seconds.
 JB0141
 JB0141.The orthometric height was determined by differential leveling
 JB0141.and adjusted by the National Geodetic Survey in June 1991..
 JB0141
 JB0141.The geoid height was determined by GEOID03.
 JB0141
 JB0141.The dynamic height is computed by dividing the NAVD 88
 JB0141.geopotential number by the normal gravity value computed on the
 JB0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0141.degrees latitude (g = 980.6199 gals.).
 JB0141
 JB0141.The modeled gravity was interpolated from observed gravity values.
 JB0141
 JB0141;                    North         East    Units  Estimated Accuracy
 JB0141;SPC IL E     -   153,960.      298,810.      MT  (+/- 180 meters Scaled)
 JB0141
 JB0141                          SUPERSEDED SURVEY CONTROL
 JB0141
 JB0141  NGVD 29 (??/??/92)  133.127  (m)          436.77   (f) ADJ UNCH    2 0
 JB0141
 JB0141.Superseded values are not recommended for survey control.
 JB0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0141.See file dsdata.txt to determine how the superseded data were derived.
 JB0141
 JB0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH818126(NAD 83)
 JB0141_MARKER: DB = BENCH MARK DISK
 JB0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0141_STAMPING: G 85 1935
 JB0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0141+STABILITY: SURFACE MOTION
 JB0141
 JB0141  HISTORY     - Date     Condition        Report By
 JB0141  HISTORY     - 1935     MONUMENTED       CGS
 JB0141
 JB0141                          STATION DESCRIPTION
 JB0141
 JB0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0141'3 MI S FROM ENFIELD.
 JB0141'3.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0141'STATION AT ENFIELD, WHITE COUNTY, 11 RAILS NORTH OF MILEPOST S
 JB0141'30, ONE RAIL NORTH OF A ROAD CROSSING, AND 40 FEET WEST OF THE
 JB0141'TRACK.  A STANDARD DISK, STAMPED G 85 1935 AND SET IN THE TOP
 JB0141'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0270 ***********************************************************************
 KB0270  DESIGNATION -  G 86
 KB0270  PID         -  KB0270
 KB0270  STATE/COUNTY-  IL/CLARK
 KB0270  USGS QUAD   -  UNION CENTER (1984)
 KB0270
 KB0270                         *CURRENT SURVEY CONTROL
 KB0270  ___________________________________________________________________
 KB0270* NAD 83(1986)-  39 17 32.     (N)    088 00 34.     (W)     SCALED    
 KB0270* NAVD 88     -       197.054  (meters)     646.50   (feet)  ADJUSTED  
 KB0270  ___________________________________________________________________
 KB0270  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0270  DYNAMIC HT  -         196.939 (meters)     646.12  (feet)  COMP
 KB0270  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 KB0270
 KB0270  VERT ORDER  -  SECOND    CLASS 0
 KB0270
 KB0270.The horizontal coordinates were scaled from a topographic map and have
 KB0270.an estimated accuracy of +/- 6 seconds.
 KB0270
 KB0270.The orthometric height was determined by differential leveling
 KB0270.and adjusted by the National Geodetic Survey in June 1991..
 KB0270
 KB0270.The geoid height was determined by GEOID03.
 KB0270
 KB0270.The dynamic height is computed by dividing the NAVD 88
 KB0270.geopotential number by the normal gravity value computed on the
 KB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0270.degrees latitude (g = 980.6199 gals.).
 KB0270
 KB0270.The modeled gravity was interpolated from observed gravity values.
 KB0270
 KB0270;                    North         East    Units  Estimated Accuracy
 KB0270;SPC IL E     -   291,470.      327,940.      MT  (+/- 180 meters Scaled)
 KB0270
 KB0270                          SUPERSEDED SURVEY CONTROL
 KB0270
 KB0270  NGVD 29 (??/??/92)  197.119  (m)          646.71   (f) ADJ UNCH    2 0
 KB0270
 KB0270.Superseded values are not recommended for survey control.
 KB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0270.See file dsdata.txt to determine how the superseded data were derived.
 KB0270
 KB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ129496(NAD 83)
 KB0270_MARKER: DB = BENCH MARK DISK
 KB0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0270_STAMPING: G 86 1935
 KB0270_MARK LOGO: CGS   
 KB0270_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0270+STABILITY: SURFACE MOTION
 KB0270
 KB0270  HISTORY     - Date     Condition        Report By
 KB0270  HISTORY     - 1935     MONUMENTED       CGS
 KB0270  HISTORY     - 1959     GOOD             NGS
 KB0270  HISTORY     - 19890905 GOOD             ILDT
 KB0270  HISTORY     - 19950805 GOOD             USPSQD
 KB0270  HISTORY     - 20050208 POOR             ILDT
 KB0270
 KB0270                          STATION DESCRIPTION
 KB0270
 KB0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KB0270'0.9 MI SW FROM CASEY.
 KB0270'ABOUT 0.9 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KB0270'STATION AT CASEY, AT A GRAVEL ROAD CROSSING, 60 1/2 FEET
 KB0270'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF THE EAST BOUND
 KB0270'TRACK OF THE RAILROAD, 30 1/2 FEET EAST OF THE CENTER LINE OF THE
 KB0270'ROAD, 1 FOOT NORTH OF A FENCE, 12 1/2 FEET EAST OF A FENCE
 KB0270'CORNER, 30 FEET SOUTHEAST OF A CROSSING SIGN, 4.9 FEET EAST OF
 KB0270'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 KB0270'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0270
 KB0270                          STATION RECOVERY (1989)
 KB0270
 KB0270'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1989 (RAP)
 KB0270'0.9 MILE (1.4 KM) SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KB0270'STATION IN CASEY, AT A GRAVEL ROAD CROSSING, 60 1/2 FEET
 KB0270'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF THE EAST BOUND TRACK OF
 KB0270'THE RAILROAD, 33 FEET (10.1 M) EAST OF THE CENTER OF THE ROAD, 12 1/2
 KB0270'FEET EAST OF A FENCE CORNER, 26 1/2 FEET SOUTHEAST OF A CROSSING SIGN,
 KB0270'12 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 KB0270'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 KB0270
 KB0270                          STATION RECOVERY (1995)
 KB0270
 KB0270'RECOVERY NOTE BY US POWER SQUADRON 1995
 KB0270'RECOVERED IN GOOD CONDITION.
 KB0270
 KB0270                          STATION RECOVERY (2005)
 KB0270
 KB0270'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0270'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0164 ***********************************************************************
 KB0164  DESIGNATION -  G 87
 KB0164  PID         -  KB0164
 KB0164  STATE/COUNTY-  IL/COLES
 KB0164  USGS QUAD   -  MATTOON EAST (1984)
 KB0164
 KB0164                         *CURRENT SURVEY CONTROL
 KB0164  ___________________________________________________________________
 KB0164* NAD 83(1986)-  39 29 44.     (N)    088 15 53.     (W)     SCALED    
 KB0164* NAVD 88     -       204.966  (meters)     672.46   (feet)  ADJUSTED  
 KB0164  ___________________________________________________________________
 KB0164  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0164  DYNAMIC HT  -         204.849 (meters)     672.08  (feet)  COMP
 KB0164  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 KB0164
 KB0164  VERT ORDER  -  SECOND    CLASS 0
 KB0164
 KB0164.The horizontal coordinates were scaled from a topographic map and have
 KB0164.an estimated accuracy of +/- 6 seconds.
 KB0164
 KB0164.The orthometric height was determined by differential leveling
 KB0164.and adjusted by the National Geodetic Survey in June 1991..
 KB0164
 KB0164.The geoid height was determined by GEOID03.
 KB0164
 KB0164.The dynamic height is computed by dividing the NAVD 88
 KB0164.geopotential number by the normal gravity value computed on the
 KB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0164.degrees latitude (g = 980.6199 gals.).
 KB0164
 KB0164.The modeled gravity was interpolated from observed gravity values.
 KB0164
 KB0164;                    North         East    Units  Estimated Accuracy
 KB0164;SPC IL E     -   314,000.      305,900.      MT  (+/- 180 meters Scaled)
 KB0164
 KB0164                          SUPERSEDED SURVEY CONTROL
 KB0164
 KB0164  NGVD 29 (??/??/92)  205.024  (m)          672.65   (f) ADJ UNCH    2 0
 KB0164
 KB0164.Superseded values are not recommended for survey control.
 KB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0164.See file dsdata.txt to determine how the superseded data were derived.
 KB0164
 KB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ912725(NAD 83)
 KB0164_MARKER: DB = BENCH MARK DISK
 KB0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0164_STAMPING: G 87 1935
 KB0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0164+STABILITY: SURFACE MOTION
 KB0164
 KB0164  HISTORY     - Date     Condition        Report By
 KB0164  HISTORY     - 1935     MONUMENTED       CGS
 KB0164  HISTORY     - 1956     POOR             NGS
 KB0164  HISTORY     - 1973     MARK NOT FOUND   NGS
 KB0164  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0164  HISTORY     - 20050228 MARK NOT FOUND   ILDT
 KB0164
 KB0164                          STATION DESCRIPTION
 KB0164
 KB0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0164'AT LOXA.
 KB0164'THE MARK IS AT LOXA, ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KB0164'ST. LOUIS RAILWAY, ABOUT 10 RAILS EAST OF THE STATION, 8 RAILS
 KB0164'EAST OF A ROAD CROSSING, AT POLE 122/15, 27 FEET SOUTHEAST OF
 KB0164'SIGNAL NO. 1222, 40 FEET SOUTH OF THE TRACK AND SET IN THE TOP
 KB0164'OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE POST IS BROKEN
 KB0164'UNDERGROUND AND MARK IS UNSTABLE.  USE WITH EXTREME CAUTION.
 KB0164
 KB0164                          STATION RECOVERY (1973)
 KB0164
 KB0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0164'MARK NOT FOUND.
 KB0164
 KB0164                          STATION RECOVERY (1982)
 KB0164
 KB0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0164'MARK NOT FOUND.
 KB0164
 KB0164                          STATION RECOVERY (2005)
 KB0164
 KB0164'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0469 ***********************************************************************
 KB0469  DESIGNATION -  G 88
 KB0469  PID         -  KB0469
 KB0469  STATE/COUNTY-  IL/CHRISTIAN
 KB0469  USGS QUAD   -  TOWER HILL (1981)
 KB0469
 KB0469                         *CURRENT SURVEY CONTROL
 KB0469  ___________________________________________________________________
 KB0469* NAD 83(1986)-  39 23 16.     (N)    088 59 26.     (W)     SCALED    
 KB0469* NAVD 88     -       205.292  (meters)     673.53   (feet)  ADJUSTED  
 KB0469  ___________________________________________________________________
 KB0469  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KB0469  DYNAMIC HT  -         205.171 (meters)     673.13  (feet)  COMP
 KB0469  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 KB0469
 KB0469  VERT ORDER  -  SECOND    CLASS 0
 KB0469
 KB0469.The horizontal coordinates were scaled from a topographic map and have
 KB0469.an estimated accuracy of +/- 6 seconds.
 KB0469
 KB0469.The orthometric height was determined by differential leveling
 KB0469.and adjusted by the National Geodetic Survey in June 1991..
 KB0469
 KB0469.The geoid height was determined by GEOID03.
 KB0469
 KB0469.The dynamic height is computed by dividing the NAVD 88
 KB0469.geopotential number by the normal gravity value computed on the
 KB0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0469.degrees latitude (g = 980.6199 gals.).
 KB0469
 KB0469.The modeled gravity was interpolated from observed gravity values.
 KB0469
 KB0469;                    North         East    Units  Estimated Accuracy
 KB0469;SPC IL W     -   302,680.      801,320.      MT  (+/- 180 meters Scaled)
 KB0469
 KB0469                          SUPERSEDED SURVEY CONTROL
 KB0469
 KB0469  NGVD 29 (??/??/92)  205.379  (m)          673.81   (f) ADJ UNCH    2 0
 KB0469
 KB0469.Superseded values are not recommended for survey control.
 KB0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0469.See file dsdata.txt to determine how the superseded data were derived.
 KB0469
 KB0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ285617(NAD 83)
 KB0469_MARKER: DB = BENCH MARK DISK
 KB0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0469_STAMPING: G 88 1935
 KB0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0469+STABILITY: SURFACE MOTION
 KB0469
 KB0469  HISTORY     - Date     Condition        Report By
 KB0469  HISTORY     - 1935     MONUMENTED       CGS
 KB0469
 KB0469                          STATION DESCRIPTION
 KB0469
 KB0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0469'1.6 MI W FROM TOWER HILL.
 KB0469'1.6 MILES WEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KB0469'ST. LOUIS RAILWAY FROM THE STATION AT TOWER HILL, CHRISTIAN
 KB0469'COUNTY, 10 FEET EAST OF POLE 162/11, 45 FEET EAST OF A ROAD
 KB0469'CROSSING, 40 FEET NORTH OF THE TRACK, AND 40 FEET SOUTH OF THE
 KB0469'BALTIMORE AND OHIO RAILROAD TRACK.  A STANDARD DISK, STAMPED
 KB0469'G 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0506 ***********************************************************************
 KB0506  DESIGNATION -  G 89
 KB0506  PID         -  KB0506
 KB0506  STATE/COUNTY-  IL/EFFINGHAM
 KB0506  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0506
 KB0506                         *CURRENT SURVEY CONTROL
 KB0506  ___________________________________________________________________
 KB0506* NAD 83(1986)-  39 06 12.     (N)    088 35 25.     (W)     SCALED    
 KB0506* NAVD 88     -       169.418  (meters)     555.83   (feet)  ADJUSTED  
 KB0506  ___________________________________________________________________
 KB0506  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0506  DYNAMIC HT  -         169.316 (meters)     555.50  (feet)  COMP
 KB0506  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 KB0506
 KB0506  VERT ORDER  -  SECOND    CLASS 0
 KB0506
 KB0506.The horizontal coordinates were scaled from a topographic map and have
 KB0506.an estimated accuracy of +/- 6 seconds.
 KB0506
 KB0506.The orthometric height was determined by differential leveling
 KB0506.and adjusted by the National Geodetic Survey in June 1991..
 KB0506
 KB0506.The geoid height was determined by GEOID03.
 KB0506
 KB0506.The dynamic height is computed by dividing the NAVD 88
 KB0506.geopotential number by the normal gravity value computed on the
 KB0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0506.degrees latitude (g = 980.6199 gals.).
 KB0506
 KB0506.The modeled gravity was interpolated from observed gravity values.
 KB0506
 KB0506;                    North         East    Units  Estimated Accuracy
 KB0506;SPC IL E     -   270,480.      277,780.      MT  (+/- 180 meters Scaled)
 KB0506
 KB0506                          SUPERSEDED SURVEY CONTROL
 KB0506
 KB0506  NGVD 29 (??/??/92)  169.518  (m)          556.16   (f) ADJ UNCH    2 0
 KB0506
 KB0506.Superseded values are not recommended for survey control.
 KB0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0506.See file dsdata.txt to determine how the superseded data were derived.
 KB0506
 KB0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ624294(NAD 83)
 KB0506_MARKER: DB = BENCH MARK DISK
 KB0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0506_SP_SET: BRIDGE
 KB0506_STAMPING: G 89 1935
 KB0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0506
 KB0506  HISTORY     - Date     Condition        Report By
 KB0506  HISTORY     - 1935     MONUMENTED       CGS
 KB0506
 KB0506                          STATION DESCRIPTION
 KB0506
 KB0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0506'2.5 MI W FROM EFFINGHAM.
 KB0506'2.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KB0506'AT EFFINGHAM, EFFINGHAM COUNTY, AT BRIDGE NO. 143.1 OVER LITTLE
 KB0506'WABASH RIVER, IN THE TOP OF THE BACKWALL OF THE WEST ABUTMENT,
 KB0506'AND 6 INCHES FROM THE SOUTH END OF THE ABUTMENT.  A STANDARD
 KB0506'DISK, STAMPED G 89 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0814 ***********************************************************************
 JB0814  DESIGNATION -  G 9
 JB0814  PID         -  JB0814
 JB0814  STATE/COUNTY-  IL/MARION
 JB0814  USGS QUAD   -  FAIRMAN (1970)
 JB0814
 JB0814                         *CURRENT SURVEY CONTROL
 JB0814  ___________________________________________________________________
 JB0814* NAD 83(1986)-  38 42 57.     (N)    089 06 08.     (W)     SCALED    
 JB0814* NAVD 88     -       151.865  (meters)     498.24   (feet)  ADJUSTED  
 JB0814  ___________________________________________________________________
 JB0814  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB0814  DYNAMIC HT  -         151.770 (meters)     497.93  (feet)  COMP
 JB0814  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 JB0814
 JB0814  VERT ORDER  -  FIRST     CLASS I
 JB0814
 JB0814.The horizontal coordinates were scaled from a topographic map and have
 JB0814.an estimated accuracy of +/- 6 seconds.
 JB0814
 JB0814.The orthometric height was determined by differential leveling
 JB0814.and adjusted by the National Geodetic Survey in June 1991..
 JB0814
 JB0814.The geoid height was determined by GEOID03.
 JB0814
 JB0814.The dynamic height is computed by dividing the NAVD 88
 JB0814.geopotential number by the normal gravity value computed on the
 JB0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0814.degrees latitude (g = 980.6199 gals.).
 JB0814
 JB0814.The modeled gravity was interpolated from observed gravity values.
 JB0814
 JB0814;                    North         East    Units  Estimated Accuracy
 JB0814;SPC IL E     -   227,710.      233,130.      MT  (+/- 180 meters Scaled)
 JB0814
 JB0814                          SUPERSEDED SURVEY CONTROL
 JB0814
 JB0814  NGVD 29 (??/??/92)  151.987  (m)          498.64   (f) ADJ UNCH    1 1
 JB0814
 JB0814.Superseded values are not recommended for survey control.
 JB0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0814.See file dsdata.txt to determine how the superseded data were derived.
 JB0814
 JB0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH172873(NAD 83)
 JB0814_MARKER: O = CHISELED CIRCLE
 JB0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0814_SP_SET: BRIDGE
 JB0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0814
 JB0814  HISTORY     - Date     Condition        Report By
 JB0814  HISTORY     - UNK      MONUMENTED       CGS
 JB0814  HISTORY     - 1969     GOOD             NGS
 JB0814
 JB0814                          STATION DESCRIPTION
 JB0814
 JB0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0814'2.7 MI S FROM PATOKA.
 JB0814'ABOUT 2.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0814'THE POST OFFICE AT PATOKA, 0.3 MILE SOUTH OF MILEPOST 673, 0.3
 JB0814'MILE NORTH OF A CROSSING OF THE RAILROAD AND A ROAD, 7 FEET WEST
 JB0814'OF THE WEST RAIL, THE HIGH POINT OF AN OUTLINED CIRCLE WHICH IS
 JB0814'ON THE TOP OF THE WEST END OF THE NORTH STONE ABUTMENT OF A
 JB0814'WOODEN RAILROAD TRESTLE OVER LOUSE RUN, 10 FEET SOUTH OF THE
 JB0814'NORTH END OF THE TRESTLE, AND ABOUT 6 FEET BELOW THE LEVEL OF
 JB0814'THE TRACK.  SEC 9, T 3 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1040 ***********************************************************************
 JB1040  DESIGNATION -  G 9
 JB1040  PID         -  JB1040
 JB1040  STATE/COUNTY-  IL/WASHINGTON
 JB1040  USGS QUAD   -  IRVINGTON (1974)
 JB1040
 JB1040                         *CURRENT SURVEY CONTROL
 JB1040  ___________________________________________________________________
 JB1040* NAD 83(1986)-  38 22 54.     (N)    089 10 43.     (W)     SCALED    
 JB1040* NAVD 88     -       164.087  (meters)     538.34   (feet)  ADJUSTED  
 JB1040  ___________________________________________________________________
 JB1040  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 JB1040  DYNAMIC HT  -         163.983 (meters)     538.00  (feet)  COMP
 JB1040  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JB1040
 JB1040  VERT ORDER  -  FIRST     CLASS I
 JB1040
 JB1040.The horizontal coordinates were scaled from a topographic map and have
 JB1040.an estimated accuracy of +/- 6 seconds.
 JB1040
 JB1040.The orthometric height was determined by differential leveling
 JB1040.and adjusted by the National Geodetic Survey in June 1991..
 JB1040.WARNING-Repeat measurements at this control monument indicate possible
 JB1040.vertical movement.
 JB1040
 JB1040.The geoid height was determined by GEOID03.
 JB1040
 JB1040.The dynamic height is computed by dividing the NAVD 88
 JB1040.geopotential number by the normal gravity value computed on the
 JB1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1040.degrees latitude (g = 980.6199 gals.).
 JB1040
 JB1040.The modeled gravity was interpolated from observed gravity values.
 JB1040
 JB1040;                    North         East    Units  Estimated Accuracy
 JB1040;SPC IL W     -   190,800.      786,330.      MT  (+/- 180 meters Scaled)
 JB1040
 JB1040                          SUPERSEDED SURVEY CONTROL
 JB1040
 JB1040  NGVD 29 (??/??/92)  164.198  (m)          538.71   (f) ADJ UNCH    1 1
 JB1040
 JB1040.Superseded values are not recommended for survey control.
 JB1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1040.See file dsdata.txt to determine how the superseded data were derived.
 JB1040
 JB1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH097504(NAD 83)
 JB1040_MARKER: DB = BENCH MARK DISK
 JB1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1040_STAMPING: G 9 1922
 JB1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1040+STABILITY: SURFACE MOTION
 JB1040
 JB1040  HISTORY     - Date     Condition        Report By
 JB1040  HISTORY     - 1922     MONUMENTED       CGS
 JB1040  HISTORY     - 1969     GOOD             NGS
 JB1040
 JB1040                          STATION DESCRIPTION
 JB1040
 JB1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1040'3.6 MI N FROM ASHLEY.
 JB1040'ABOUT 3.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1040'THE STATION AT ASHLEY, OR ABOUT 4.05 MILES SOUTH ALONG THE
 JB1040'ILLINOIS CENTRAL RAILROAD FROM THE CROSSING OF THE RAILROAD AND
 JB1040'STATE HIGHWAY 177 AT IRVINGTON, 0.3 MILE NORTH OF MILEPOST
 JB1040'263, 0.15 MILE NORTH OF THE COMMUNITY OF RICHVIEW, 39 1/2 FEET
 JB1040'EAST OF THE EAST RAIL OF THE EAST SET OF MAIN TRACKS, 51 FEET
 JB1040'NORTH OF THE CENTER LINE OF A TRAIL ROAD, 52 1/2 FEET WEST
 JB1040'OF A 26-INCH OAK TREE, 11 1/2 FEET NORTH OF A TELEPHONE POLE, 1.5
 JB1040'FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE
 JB1040'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JB1040'IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 2, T2S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1395 ***********************************************************************
 JA1395  DESIGNATION -  G 90
 JA1395  PID         -  JA1395
 JA1395  STATE/COUNTY-  IL/JASPER
 JA1395  USGS QUAD   -  OBLONG SOUTH (1977)
 JA1395
 JA1395                         *CURRENT SURVEY CONTROL
 JA1395  ___________________________________________________________________
 JA1395* NAD 83(1986)-  38 59 57.     (N)    087 58 59.     (W)     SCALED    
 JA1395* NAVD 88     -       147.766  (meters)     484.80   (feet)  ADJUSTED  
 JA1395  ___________________________________________________________________
 JA1395  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA1395  DYNAMIC HT  -         147.679 (meters)     484.51  (feet)  COMP
 JA1395  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 JA1395
 JA1395  VERT ORDER  -  SECOND    CLASS 0
 JA1395
 JA1395.The horizontal coordinates were scaled from a topographic map and have
 JA1395.an estimated accuracy of +/- 6 seconds.
 JA1395
 JA1395.The orthometric height was determined by differential leveling
 JA1395.and adjusted by the National Geodetic Survey in June 1991..
 JA1395
 JA1395.The geoid height was determined by GEOID03.
 JA1395
 JA1395.The dynamic height is computed by dividing the NAVD 88
 JA1395.geopotential number by the normal gravity value computed on the
 JA1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1395.degrees latitude (g = 980.6199 gals.).
 JA1395
 JA1395.The modeled gravity was interpolated from observed gravity values.
 JA1395
 JA1395;                    North         East    Units  Estimated Accuracy
 JA1395;SPC IL E     -   258,940.      330,340.      MT  (+/- 180 meters Scaled)
 JA1395
 JA1395                          SUPERSEDED SURVEY CONTROL
 JA1395
 JA1395  NGVD 29 (??/??/92)  147.886  (m)          485.19   (f) ADJ UNCH    2 0
 JA1395
 JA1395.Superseded values are not recommended for survey control.
 JA1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1395.See file dsdata.txt to determine how the superseded data were derived.
 JA1395
 JA1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ148171(NAD 83)
 JA1395_MARKER: DB = BENCH MARK DISK
 JA1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1395_STAMPING: G 90 1935
 JA1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1395+STABILITY: SURFACE MOTION
 JA1395
 JA1395  HISTORY     - Date     Condition        Report By
 JA1395  HISTORY     - 1935     MONUMENTED       CGS
 JA1395
 JA1395                          STATION DESCRIPTION
 JA1395
 JA1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA1395'2.1 MI E FROM WILLOW HILL.
 JA1395'2.1 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JA1395'STATION AT WILLOW HILL, JASPER COUNTY, 0.4 MILE EAST OF MILEPOST
 JA1395'E 33- I 144, AT A ROAD CROSSING, 13 YARDS SOUTH OF THE CENTERLINE
 JA1395'OF THE TRACK, 12 YARDS EAST OF THE CENTERLINE OF THE ROAD, 6
 JA1395'YARDS EAST OF A FENCE CORNER, AND AT THE FENCE.  A STANDARD DISK,
 JA1395'STAMPED G 90 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0064 ***********************************************************************
 JB0064  DESIGNATION -  G 91
 JB0064  PID         -  JB0064
 JB0064  STATE/COUNTY-  IL/RICHLAND
 JB0064  USGS QUAD   -  WEST SALEM (1971)
 JB0064
 JB0064                         *CURRENT SURVEY CONTROL
 JB0064  ___________________________________________________________________
 JB0064* NAD 83(1986)-  38 35 20.     (N)    088 03 15.     (W)     SCALED    
 JB0064* NAVD 88     -       146.950  (meters)     482.12   (feet)  ADJUSTED  
 JB0064  ___________________________________________________________________
 JB0064  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB0064  DYNAMIC HT  -         146.859 (meters)     481.82  (feet)  COMP
 JB0064  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 JB0064
 JB0064  VERT ORDER  -  SECOND    CLASS 0
 JB0064
 JB0064.The horizontal coordinates were scaled from a topographic map and have
 JB0064.an estimated accuracy of +/- 6 seconds.
 JB0064
 JB0064.The orthometric height was determined by differential leveling
 JB0064.and adjusted by the National Geodetic Survey in June 1991..
 JB0064
 JB0064.The geoid height was determined by GEOID03.
 JB0064
 JB0064.The dynamic height is computed by dividing the NAVD 88
 JB0064.geopotential number by the normal gravity value computed on the
 JB0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0064.degrees latitude (g = 980.6199 gals.).
 JB0064
 JB0064.The modeled gravity was interpolated from observed gravity values.
 JB0064
 JB0064;                    North         East    Units  Estimated Accuracy
 JB0064;SPC IL E     -   213,380.      324,320.      MT  (+/- 180 meters Scaled)
 JB0064
 JB0064                          SUPERSEDED SURVEY CONTROL
 JB0064
 JB0064  NGVD 29 (??/??/92)  147.061  (m)          482.48   (f) ADJ UNCH    2 0
 JB0064
 JB0064.Superseded values are not recommended for survey control.
 JB0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0064.See file dsdata.txt to determine how the superseded data were derived.
 JB0064
 JB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH081716(NAD 83)
 JB0064_MARKER: DB = BENCH MARK DISK
 JB0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0064_STAMPING: G 91 1935
 JB0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0064+STABILITY: SURFACE MOTION
 JB0064
 JB0064  HISTORY     - Date     Condition        Report By
 JB0064  HISTORY     - 1935     MONUMENTED       CGS
 JB0064  HISTORY     - 1941     GOOD             NGS
 JB0064  HISTORY     - 1971     MARK NOT FOUND   NGS
 JB0064
 JB0064                          STATION DESCRIPTION
 JB0064
 JB0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JB0064'AT PARKERSBURG.
 JB0064'AT PARKERSBURG, RICHLAND COUNTY, ON THE ILLINOIS CENTRAL
 JB0064'RAILROAD, 3 RAILS SOUTH OF THE STATION, 50 FEET EAST OF THE
 JB0064'TRACK, AND 10 FEET SOUTH OF THE SIDEWALK ON THE SOUTH SIDE OF A
 JB0064'STREET.  A STANDARD DISK, STAMPED G 91 1935 AND SET IN THE TOP
 JB0064'OF A CONCRETE POST.
 JB0064
 JB0064                          STATION RECOVERY (1971)
 JB0064
 JB0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0715 ***********************************************************************
 KB0715  DESIGNATION -  G 92
 KB0715  PID         -  KB0715
 KB0715  STATE/COUNTY-  IL/CHRISTIAN
 KB0715  USGS QUAD   -  WILLEYS (1982)
 KB0715
 KB0715                         *CURRENT SURVEY CONTROL
 KB0715  ___________________________________________________________________
 KB0715* NAD 83(1986)-  39 30 15.     (N)    089 13 05.     (W)     SCALED    
 KB0715* NAVD 88     -       189.601  (meters)     622.05   (feet)  ADJUSTED  
 KB0715  ___________________________________________________________________
 KB0715  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KB0715  DYNAMIC HT  -         189.491 (meters)     621.69  (feet)  COMP
 KB0715  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 KB0715
 KB0715  VERT ORDER  -  SECOND    CLASS 0
 KB0715
 KB0715.The horizontal coordinates were scaled from a topographic map and have
 KB0715.an estimated accuracy of +/- 6 seconds.
 KB0715
 KB0715.The orthometric height was determined by differential leveling
 KB0715.and adjusted by the National Geodetic Survey in June 1991..
 KB0715
 KB0715.The geoid height was determined by GEOID03.
 KB0715
 KB0715.The dynamic height is computed by dividing the NAVD 88
 KB0715.geopotential number by the normal gravity value computed on the
 KB0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0715.degrees latitude (g = 980.6199 gals.).
 KB0715
 KB0715.The modeled gravity was interpolated from observed gravity values.
 KB0715
 KB0715;                    North         East    Units  Estimated Accuracy
 KB0715;SPC IL W     -   315,370.      781,580.      MT  (+/- 180 meters Scaled)
 KB0715
 KB0715                          SUPERSEDED SURVEY CONTROL
 KB0715
 KB0715  NGVD 29 (??/??/92)  189.693  (m)          622.35   (f) ADJ UNCH    2 0
 KB0715
 KB0715.Superseded values are not recommended for survey control.
 KB0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0715.See file dsdata.txt to determine how the superseded data were derived.
 KB0715
 KB0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ092750(NAD 83)
 KB0715_MARKER: DB = BENCH MARK DISK
 KB0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0715_STAMPING: G 92 1935
 KB0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0715+STABILITY: SURFACE MOTION
 KB0715
 KB0715  HISTORY     - Date     Condition        Report By
 KB0715  HISTORY     - 1935     MONUMENTED       CGS
 KB0715  HISTORY     - 1977     MARK NOT FOUND   USGS
 KB0715
 KB0715                          STATION DESCRIPTION
 KB0715
 KB0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0715'1 MI SE FROM VELMA.
 KB0715'1.0 MILE SOUTHEAST ALONG THE BALTIMORE AND OHO RAILROAD FROM THE
 KB0715'STATION AT VELMA, CHRISTIAN COUNTY, 1 YARD EAST OF POLE 150/13,
 KB0715'ABOUT 150 YARDS SOUTHEAST OF A CULVERT, AND 9 YARDS NORTHEAST OF
 KB0715'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 92 1935
 KB0715'AND SET IN THE TOP OF A CONCRETE POST.
 KB0715
 KB0715                          STATION RECOVERY (1977)
 KB0715
 KB0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0831 ***********************************************************************
 KB0831  DESIGNATION -  G 94
 KB0831  PID         -  KB0831
 KB0831  STATE/COUNTY-  IL/MACOUPIN
 KB0831  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0831
 KB0831                         *CURRENT SURVEY CONTROL
 KB0831  ___________________________________________________________________
 KB0831* NAD 83(1986)-  39 05 40.     (N)    089 42 19.     (W)     SCALED    
 KB0831* NAVD 88     -       207.300  (meters)     680.12   (feet)  ADJUSTED  
 KB0831  ___________________________________________________________________
 KB0831  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KB0831  DYNAMIC HT  -         207.178 (meters)     679.72  (feet)  COMP
 KB0831  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 KB0831
 KB0831  VERT ORDER  -  SECOND    CLASS 0
 KB0831
 KB0831.The horizontal coordinates were scaled from a topographic map and have
 KB0831.an estimated accuracy of +/- 6 seconds.
 KB0831
 KB0831.The orthometric height was determined by differential leveling
 KB0831.and adjusted by the National Geodetic Survey in June 1991..
 KB0831
 KB0831.The geoid height was determined by GEOID03.
 KB0831
 KB0831.The dynamic height is computed by dividing the NAVD 88
 KB0831.geopotential number by the normal gravity value computed on the
 KB0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0831.degrees latitude (g = 980.6199 gals.).
 KB0831
 KB0831.The modeled gravity was interpolated from observed gravity values.
 KB0831
 KB0831;                    North         East    Units  Estimated Accuracy
 KB0831;SPC IL W     -   269,560.      739,910.      MT  (+/- 180 meters Scaled)
 KB0831
 KB0831                          SUPERSEDED SURVEY CONTROL
 KB0831
 KB0831  NGVD 29 (??/??/92)  207.429  (m)          680.54   (f) ADJ UNCH    2 0
 KB0831
 KB0831.Superseded values are not recommended for survey control.
 KB0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0831.See file dsdata.txt to determine how the superseded data were derived.
 KB0831
 KB0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ660307(NAD 83)
 KB0831_MARKER: DB = BENCH MARK DISK
 KB0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0831_STAMPING: G 94 1935
 KB0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0831+STABILITY: SURFACE MOTION
 KB0831
 KB0831  HISTORY     - Date     Condition        Report By
 KB0831  HISTORY     - 1935     MONUMENTED       CGS
 KB0831  HISTORY     - 1960     GOOD             NGS
 KB0831
 KB0831                          STATION DESCRIPTION
 KB0831
 KB0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0831'1.9 MI N FROM MOUNT OLIVE.
 KB0831'1.9 MILES NORTH ALONG THE WABASH RAILROAD FROM THE STATION IN
 KB0831'MOUNT OLIVE, AT THE CROSSING OF AN EAST-WEST OIL ROAD, 13.5 FEET
 KB0831'SOUTH OF THE CENTER LINE OF OIL ROAD, 10 FEET WEST OF THE WEST
 KB0831'RAIL OF THE WEST TRACK, 25 FEET SOUTHWEST OF THE CENTER OF THE
 KB0831'JUNCTION OF THE OIL ROAD AND WEST TRACK, 63 FEET WEST-NORTHWEST
 KB0831'OF POLE 442/46, 3 FEET NORTH OF CROSSING SIGN, 1.9 FEET NORTH
 KB0831'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KB0831'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KB0831'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0155 ***********************************************************************
 JC0155  DESIGNATION -  G 95
 JC0155  PID         -  JC0155
 JC0155  STATE/COUNTY-  IL/MADISON
 JC0155  USGS QUAD   -  GRANITE CITY (1998)
 JC0155
 JC0155                         *CURRENT SURVEY CONTROL
 JC0155  ___________________________________________________________________
 JC0155* NAD 83(1986)-  38 41 49.     (N)    090 09 41.     (W)     SCALED    
 JC0155* NAVD 88     -       129.577  (meters)     425.12   (feet)  ADJUSTED  
 JC0155  ___________________________________________________________________
 JC0155  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JC0155  DYNAMIC HT  -         129.495 (meters)     424.85  (feet)  COMP
 JC0155  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 JC0155
 JC0155  VERT ORDER  -  SECOND    CLASS 0
 JC0155
 JC0155.The horizontal coordinates were scaled from a topographic map and have
 JC0155.an estimated accuracy of +/- 6 seconds.
 JC0155
 JC0155.The orthometric height was determined by differential leveling
 JC0155.and adjusted by the National Geodetic Survey in June 1991..
 JC0155
 JC0155.The geoid height was determined by GEOID03.
 JC0155
 JC0155.The dynamic height is computed by dividing the NAVD 88
 JC0155.geopotential number by the normal gravity value computed on the
 JC0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0155.degrees latitude (g = 980.6199 gals.).
 JC0155
 JC0155.The modeled gravity was interpolated from observed gravity values.
 JC0155
 JC0155;                    North         East    Units  Estimated Accuracy
 JC0155;SPC IL W     -   225,330.      700,460.      MT  (+/- 180 meters Scaled)
 JC0155
 JC0155                          SUPERSEDED SURVEY CONTROL
 JC0155
 JC0155  NGVD 29 (??/??/92)  129.692  (m)          425.50   (f) ADJ UNCH    2 0
 JC0155
 JC0155.Superseded values are not recommended for survey control.
 JC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0155.See file dsdata.txt to determine how the superseded data were derived.
 JC0155
 JC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC468869(NAD 83)
 JC0155_MARKER: DB = BENCH MARK DISK
 JC0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0155_STAMPING: G 95 1935
 JC0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0155+STABILITY: SURFACE MOTION
 JC0155
 JC0155  HISTORY     - Date     Condition        Report By
 JC0155  HISTORY     - 1935     MONUMENTED       CGS
 JC0155  HISTORY     - 1942     GOOD             NGS
 JC0155
 JC0155                          STATION DESCRIPTION
 JC0155
 JC0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JC0155'AT GRANITE CITY.
 JC0155'AT GRANITE CITY, MADISON COUNTY, ON THE WABASH RAILROAD, ABOUT
 JC0155'1/2 MILE SOUTH OF THE STATION, 2 RAILS SOUTH OF A STREET
 JC0155'CROSSING, 20 FEET EAST OF THE TRACK, 22 FEET WEST OF THE
 JC0155'CENTERLINE OF A STREET LEADING INTO A STEEL PLANT, AND DIRECTLY
 JC0155'EAST AND IN FRONT OF THE SECTION TOOLHOUSE.  A STANDARD DISK,
 JC0155'STAMPED G 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0855 ***********************************************************************
 KB0855  DESIGNATION -  G 96
 KB0855  PID         -  KB0855
 KB0855  STATE/COUNTY-  IL/MACOUPIN
 KB0855  USGS QUAD   -  ATWATER (1979)
 KB0855
 KB0855                         *CURRENT SURVEY CONTROL
 KB0855  ___________________________________________________________________
 KB0855* NAD 83(1986)-  39 22 07.     (N)    089 44 27.     (W)     SCALED    
 KB0855* NAVD 88     -       193.099  (meters)     633.53   (feet)  ADJUSTED  
 KB0855  ___________________________________________________________________
 KB0855  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KB0855  DYNAMIC HT  -         192.989 (meters)     633.16  (feet)  COMP
 KB0855  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 KB0855
 KB0855  VERT ORDER  -  SECOND    CLASS 0
 KB0855
 KB0855.The horizontal coordinates were scaled from a topographic map and have
 KB0855.an estimated accuracy of +/- 6 seconds.
 KB0855
 KB0855.The orthometric height was determined by differential leveling
 KB0855.and adjusted by the National Geodetic Survey in June 1991..
 KB0855
 KB0855.The geoid height was determined by GEOID03.
 KB0855
 KB0855.The dynamic height is computed by dividing the NAVD 88
 KB0855.geopotential number by the normal gravity value computed on the
 KB0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0855.degrees latitude (g = 980.6199 gals.).
 KB0855
 KB0855.The modeled gravity was interpolated from observed gravity values.
 KB0855
 KB0855;                    North         East    Units  Estimated Accuracy
 KB0855;SPC IL W     -   299,980.      736,690.      MT  (+/- 180 meters Scaled)
 KB0855
 KB0855                          SUPERSEDED SURVEY CONTROL
 KB0855
 KB0855  NGVD 29 (??/??/92)  193.227  (m)          633.95   (f) ADJ UNCH    2 0
 KB0855
 KB0855.Superseded values are not recommended for survey control.
 KB0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0855.See file dsdata.txt to determine how the superseded data were derived.
 KB0855
 KB0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ638612(NAD 83)
 KB0855_MARKER: DB = BENCH MARK DISK
 KB0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0855_STAMPING: G 96 1935
 KB0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0855+STABILITY: SURFACE MOTION
 KB0855
 KB0855  HISTORY     - Date     Condition        Report By
 KB0855  HISTORY     - 1935     MONUMENTED       CGS
 KB0855  HISTORY     - 1959     MARK NOT FOUND   NGS
 KB0855  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0855
 KB0855                          STATION DESCRIPTION
 KB0855
 KB0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0855'2.7 MI N FROM ATWATER.
 KB0855'2.7 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KB0855'RAILROAD FROM THE STATION AT ATWATER, MACOUPIN COUNTY, 0.3 MILE
 KB0855'SOUTH OF MILEPOST 50, ABOUT 200 YARDS SOUTHEAST OF A SCHOOLHOUSE,
 KB0855'AT A ROAD CROSSING, 5 YARDS SOUTH OF THE CENTERLINE OF THE CROSS
 KB0855'ROAD, AND 4 YARDS EAST OF THE CENTERLINE OF THE EAST TRACK.  A
 KB0855'STANDARD DISK, STAMPED G 96 1935 AND SET IN THE TOP OF A CONCRETE
 KB0855'POST.
 KB0855
 KB0855                          STATION RECOVERY (1959)
 KB0855
 KB0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KB0855'MARK NOT FOUND.
 KB0855
 KB0855                          STATION RECOVERY (1976)
 KB0855
 KB0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1268 ***********************************************************************
 JB1268  DESIGNATION -  G 97
 JB1268  PID         -  JB1268
 JB1268  STATE/COUNTY-  IL/RANDOLPH
 JB1268  USGS QUAD   -  EVANSVILLE (1982)
 JB1268
 JB1268                         *CURRENT SURVEY CONTROL
 JB1268  ___________________________________________________________________
 JB1268* NAD 83(1986)-  38 00 06.     (N)    089 58 07.     (W)     SCALED    
 JB1268* NAVD 88     -       115.559  (meters)     379.13   (feet)  ADJUSTED  
 JB1268  ___________________________________________________________________
 JB1268  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JB1268  DYNAMIC HT  -         115.481 (meters)     378.87  (feet)  COMP
 JB1268  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 JB1268
 JB1268  VERT ORDER  -  SECOND    CLASS 0
 JB1268
 JB1268.The horizontal coordinates were scaled from a topographic map and have
 JB1268.an estimated accuracy of +/- 6 seconds.
 JB1268
 JB1268.The orthometric height was determined by differential leveling
 JB1268.and adjusted by the National Geodetic Survey in June 1991..
 JB1268
 JB1268.The geoid height was determined by GEOID03.
 JB1268
 JB1268.The dynamic height is computed by dividing the NAVD 88
 JB1268.geopotential number by the normal gravity value computed on the
 JB1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1268.degrees latitude (g = 980.6199 gals.).
 JB1268
 JB1268.The modeled gravity was interpolated from observed gravity values.
 JB1268
 JB1268;                    North         East    Units  Estimated Accuracy
 JB1268;SPC IL W     -   148,170.      717,390.      MT  (+/- 180 meters Scaled)
 JB1268
 JB1268                          SUPERSEDED SURVEY CONTROL
 JB1268
 JB1268  NGVD 29 (??/??/92)  115.666  (m)          379.48   (f) ADJ UNCH    2 0
 JB1268
 JB1268.Superseded values are not recommended for survey control.
 JB1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1268.See file dsdata.txt to determine how the superseded data were derived.
 JB1268
 JB1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH393101(NAD 83)
 JB1268_MARKER: DB = BENCH MARK DISK
 JB1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1268_STAMPING: G 97 1935
 JB1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1268+STABILITY: SURFACE MOTION
 JB1268
 JB1268  HISTORY     - Date     Condition        Report By
 JB1268  HISTORY     - 1935     MONUMENTED       CGS
 JB1268  HISTORY     - 1968     MARK NOT FOUND   USGS
 JB1268
 JB1268                          STATION DESCRIPTION
 JB1268
 JB1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1268'1.6 MI S FROM FLINTON.
 JB1268'1.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JB1268'STATION AT FLINTON, RANDOLPH COUNTY, AT POLE 50/30, 48 FEET EAST
 JB1268'OF THE CENTERLINE OF THE EAST MAIN TRACK, AND 12 FEET EAST OF A
 JB1268'ROAD.  A STANDARD DISK, STAMPED G 97 1935 AND SET IN THE TOP
 JB1268'OF A CONCRETE POST.
 JB1268
 JB1268                          STATION RECOVERY (1968)
 JB1268
 JB1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JB1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1086 ***********************************************************************
 HB1086  DESIGNATION -  G 98
 HB1086  PID         -  HB1086
 HB1086  STATE/COUNTY-  IL/JACKSON
 HB1086  USGS QUAD   -  ALTENBURG (1994)
 HB1086
 HB1086                         *CURRENT SURVEY CONTROL
 HB1086  ___________________________________________________________________
 HB1086* NAD 83(1986)-  37 44 42.     (N)    089 32 04.     (W)     SCALED    
 HB1086* NAVD 88     -       109.764  (meters)     360.12   (feet)  ADJUSTED  
 HB1086  ___________________________________________________________________
 HB1086  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HB1086  DYNAMIC HT  -         109.688 (meters)     359.87  (feet)  COMP
 HB1086  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 HB1086
 HB1086  VERT ORDER  -  SECOND    CLASS 0
 HB1086
 HB1086.The horizontal coordinates were scaled from a topographic map and have
 HB1086.an estimated accuracy of +/- 6 seconds.
 HB1086
 HB1086.The orthometric height was determined by differential leveling
 HB1086.and adjusted by the National Geodetic Survey in June 1991..
 HB1086
 HB1086.The geoid height was determined by GEOID03.
 HB1086
 HB1086.The dynamic height is computed by dividing the NAVD 88
 HB1086.geopotential number by the normal gravity value computed on the
 HB1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1086.degrees latitude (g = 980.6199 gals.).
 HB1086
 HB1086.The modeled gravity was interpolated from observed gravity values.
 HB1086
 HB1086;                    North         East    Units  Estimated Accuracy
 HB1086;SPC IL W     -   119,860.      755,720.      MT  (+/- 180 meters Scaled)
 HB1086
 HB1086                          SUPERSEDED SURVEY CONTROL
 HB1086
 HB1086  NGVD 29 (??/??/??)  109.865  (m)          360.45   (f) ADJUSTED    2 0
 HB1086
 HB1086.Superseded values are not recommended for survey control.
 HB1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1086.See file dsdata.txt to determine how the superseded data were derived.
 HB1086
 HB1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG766805(NAD 83)
 HB1086_MARKER: DB = BENCH MARK DISK
 HB1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1086_STAMPING: G 98 1935
 HB1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1086+STABILITY: SURFACE MOTION
 HB1086
 HB1086  HISTORY     - Date     Condition        Report By
 HB1086  HISTORY     - 1935     MONUMENTED       CGS
 HB1086
 HB1086                          STATION DESCRIPTION
 HB1086
 HB1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1086'AT JACOB.
 HB1086'AT JACOB, JACKSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 250
 HB1086'FEET SOUTH OF THE STATION, AT MILEPOST 81, 25 FEET EAST OF THE
 HB1086'CENTERLINE OF THE MAIN TRACK, AND 4 FEET NORTH OF A POLE.  A
 HB1086'STANDARD DISK, STAMPED G 98 1935 AND SET IN THE TOP OF A CONCRETE
 HB1086'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1099 ***********************************************************************
 JB1099  DESIGNATION -  G 99
 JB1099  PID         -  JB1099
 JB1099  STATE/COUNTY-  IL/PERRY
 JB1099  USGS QUAD   -  WINKLE (1974)
 JB1099
 JB1099                         *CURRENT SURVEY CONTROL
 JB1099  ___________________________________________________________________
 JB1099* NAD 83(1986)-  38 07 59.     (N)    089 27 50.     (W)     SCALED    
 JB1099* NAVD 88     -       172.830  (meters)     567.03   (feet)  ADJUSTED  
 JB1099  ___________________________________________________________________
 JB1099  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JB1099  DYNAMIC HT  -         172.717 (meters)     566.66  (feet)  COMP
 JB1099  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 JB1099
 JB1099  VERT ORDER  -  SECOND    CLASS 0
 JB1099
 JB1099.The horizontal coordinates were scaled from a topographic map and have
 JB1099.an estimated accuracy of +/- 6 seconds.
 JB1099
 JB1099.The orthometric height was determined by differential leveling
 JB1099.and adjusted by the National Geodetic Survey in June 1991..
 JB1099
 JB1099.The geoid height was determined by GEOID03.
 JB1099
 JB1099.The dynamic height is computed by dividing the NAVD 88
 JB1099.geopotential number by the normal gravity value computed on the
 JB1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1099.degrees latitude (g = 980.6199 gals.).
 JB1099
 JB1099.The modeled gravity was interpolated from observed gravity values.
 JB1099
 JB1099;                    North         East    Units  Estimated Accuracy
 JB1099;SPC IL W     -   162,970.      761,610.      MT  (+/- 180 meters Scaled)
 JB1099
 JB1099                          SUPERSEDED SURVEY CONTROL
 JB1099
 JB1099  NGVD 29 (??/??/92)  172.925  (m)          567.34   (f) ADJ UNCH    2 0
 JB1099
 JB1099.Superseded values are not recommended for survey control.
 JB1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1099.See file dsdata.txt to determine how the superseded data were derived.
 JB1099
 JB1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH840234(NAD 83)
 JB1099_MARKER: DB = BENCH MARK DISK
 JB1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1099_STAMPING: G 99 1935
 JB1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1099+STABILITY: SURFACE MOTION
 JB1099
 JB1099  HISTORY     - Date     Condition        Report By
 JB1099  HISTORY     - 1935     MONUMENTED       CGS
 JB1099  HISTORY     - 20020516 MARK NOT FOUND   ILDT
 JB1099
 JB1099                          STATION DESCRIPTION
 JB1099
 JB1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1099'5.9 MI NW FROM PINCKNEYVILLE.
 JB1099'5.9 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1099'THE STATION AT PINCKNEYVILLE, PERRY COUNTY, AT POLE E 55+06, AT
 JB1099'A ROAD CROSSING, 48 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 JB1099'AND 37 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST MAIN
 JB1099'TRACK.  A STANDARD DISK, STAMPED G 99 1935 AND SET IN THE TOP
 JB1099'OF A CONCRETE POST.
 JB1099
 JB1099                          STATION RECOVERY (2002)
 JB1099
 JB1099'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 JB1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2744 ***********************************************************************
 ME2744  DESIGNATION -  GAGE
 ME2744  PID         -  ME2744
 ME2744  STATE/COUNTY-  IL/COOK
 ME2744  USGS QUAD   -  ENGLEWOOD (1997)
 ME2744
 ME2744                         *CURRENT SURVEY CONTROL
 ME2744  ___________________________________________________________________
 ME2744* NAD 83(1997)-  41 47 32.25114(N)    087 41 04.34642(W)     ADJUSTED  
 ME2744* NAVD 88     -       181.9    (meters)     597.     (feet)  VERTCON   
 ME2744  ___________________________________________________________________
 ME2744  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME2744  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME2744
 ME2744  HORZ ORDER  -  FIRST
 ME2744
 ME2744.The horizontal coordinates were established by classical geodetic methods
 ME2744.and adjusted by the National Geodetic Survey in October 1999..
 ME2744
 ME2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2744
 ME2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2744
 ME2744.The geoid height was determined by GEOID03.
 ME2744
 ME2744;                    North         East     Units Scale Factor Converg.
 ME2744;SPC IL E     -   569,236.272   353,926.200   MT  1.00001077   +0 25 56.6
 ME2744;SPC IL E     - 1,867,569.34  1,161,172.87   sFT  1.00001077   +0 25 56.6
 ME2744;UTM  16      - 4,626,941.495   443,123.827   MT  0.99963981   -0 27 22.4
 ME2744
 ME2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2744!SPC IL E     -   0.99997671  x   1.00001077  =   0.99998748
 ME2744!UTM  16      -   0.99997671  x   0.99963981  =   0.99961653
 ME2744
 ME2744|---------------------------------------------------------------------|
 ME2744| PID    Reference Object                     Distance      Geod. Az  |
 ME2744|                                                           dddmmss.s |
 ME2744| ME2780 050 COC                             254.833 METERS 04551     |
 ME2744| ME2779 050 COC TPT                         263.829 METERS 04551     |
 ME2744| ME2714 CHICAGO ST AUGUSTINE CATH CH        APPROX. 2.2 KM 0593830.0 |
 ME2744| ME2726 CHICAGO VISITATION CH SPIRE         APPROX. 3.1 KM 0865839.2 |
 ME2744| CM3534 GAGE RM 1                            28.991 METERS 08843     |
 ME2744| ME2733 CHICAGO DEPT OF SAN S TWR           APPROX. 2.7 KM 1133225.7 |
 ME2744| ME2715 AIRPORT BCN CHICAGO MIDWAY APT      APPROX. 5.0 KM 2591022.5 |
 ME2744| ME2705 CHICAGO F W WOOLWORTH CO TANK       APPROX. 2.9 KM 2971203.5 |
 ME2744| ME2703 CHICAGO STONE CONTAIN CORP TK       APPROX. 4.7 KM 3074832.8 |
 ME2744| ME2752 CHICAGO INMONT TANK                 APPROX. 1.7 KM 3100655.2 |
 ME2744| ME2755 CHICAGO GRANT CRANE CO TK 1977      APPROX. 3.5 KM 3254250.3 |
 ME2744| CM3535 GAGE RM 2                            28.925 METERS 34207     |
 ME2744| ME2746 KELLY                               APPROX. 3.0 KM 3484718.5 |
 ME2744|---------------------------------------------------------------------|
 ME2744
 ME2744                          SUPERSEDED SURVEY CONTROL
 ME2744
 ME2744  NAD 83(1997)-  41 47 32.25128(N)    087 41 04.34675(W) AD(       ) 1
 ME2744  NAD 83(1997)-  41 47 32.25512(N)    087 41 04.35669(W) AD(       ) 1
 ME2744  NAD 83(1986)-  41 47 32.25564(N)    087 41 04.35615(W) AD(       ) 1
 ME2744  NAD 27      -  41 47 32.13574(N)    087 41 04.16900(W) AD(       ) 1
 ME2744  NGVD 29 (07/19/86)  182.0    (m)          597.     (f) VERT ANG       
 ME2744
 ME2744.Superseded values are not recommended for survey control.
 ME2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2744.See file dsdata.txt to determine how the superseded data were derived.
 ME2744
 ME2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4312426941(NAD 83)
 ME2744_MARKER: DD = SURVEY DISK
 ME2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2744
 ME2744  HISTORY     - Date     Condition        Report By
 ME2744  HISTORY     - 1977     MONUMENTED       NGS
 ME2744
 ME2744                          STATION DESCRIPTION
 ME2744
 ME2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2744'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF CHICAGO,
 ME2744'IN THE SOUTHEAST CORNER OF GAGE CITY PARK AND IN THE
 ME2744'NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH WESTERN AVENUE
 ME2744'AND WEST 56 TH STREET.
 ME2744'
 ME2744'STATION MARKS, STAMPED---GAGE 1977---. ARE STANDARD DISKS.
 ME2744'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2744'CONCRETE MONUMENT THAT IS 6 INCHES BELOW A CAST IRON COVER
 ME2744'WITH LETTERING, NATIONAL GEODETIC SURVEY.
 ME2744'IT IS 59 FEET SOUTHEAST OF A
 ME2744'DOUBLE GATE IN THE FENCE AND 47 FEET EAST-NORTHEAST OF A
 ME2744'CONCRETE LIGHT POST. THE UNDERGROUND DISK IS SET IN THE
 ME2744'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 ME2744'GROUND SURFACE.
 ME2744'
 ME2744'REFERENCE MARK 1, STAMPED---GAGE NO 1 1977---, A STANDARD
 ME2744'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2744'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
 ME2744'40 FEET NORTH-NORTHWEST OF THE FIRST METAL LIGHT POST NORTH
 ME2744'OF THE NORTHWEST CORNER OF WESTERN AVENUE AND 56 TH STREET
 ME2744'AND 16 FEET WEST OF WESTERN AVENUE WEST CURB.
 ME2744'
 ME2744'REFERENCE MARK 2, STAMPED---GAGE NO 2 1977---, A STANDARD
 ME2744'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2744'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
 ME2744'56 FEET NORTH-NORTHEAST OF THE DOUBLE GATE AND 15 FEET EAST
 ME2744'OF A CONCRETE LIGHT POST.
 ME2744'
 ME2744'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.5 METERS.
 ME2744'
 ME2744'STATION MARK 050 COC CAN BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1097 ***********************************************************************
 HB1097  DESIGNATION -  GAGE 1
 HB1097  PID         -  HB1097
 HB1097  STATE/COUNTY-  IL/JACKSON
 HB1097  USGS QUAD   -  ALTENBURG (1994)
 HB1097
 HB1097                         *CURRENT SURVEY CONTROL
 HB1097  ___________________________________________________________________
 HB1097* NAD 83(1986)-  37 37 58.     (N)    089 30 20.     (W)     SCALED    
 HB1097* NAVD 88     -       111.168  (meters)     364.72   (feet)  ADJUSTED  
 HB1097  ___________________________________________________________________
 HB1097  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HB1097  DYNAMIC HT  -         111.091 (meters)     364.47  (feet)  COMP
 HB1097  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 HB1097
 HB1097  VERT ORDER  -  FIRST     CLASS II
 HB1097
 HB1097.The horizontal coordinates were scaled from a topographic map and have
 HB1097.an estimated accuracy of +/- 6 seconds.
 HB1097
 HB1097.The orthometric height was determined by differential leveling
 HB1097.and adjusted by the National Geodetic Survey in June 1991..
 HB1097
 HB1097.The geoid height was determined by GEOID03.
 HB1097
 HB1097.The dynamic height is computed by dividing the NAVD 88
 HB1097.geopotential number by the normal gravity value computed on the
 HB1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1097.degrees latitude (g = 980.6199 gals.).
 HB1097
 HB1097.The modeled gravity was interpolated from observed gravity values.
 HB1097
 HB1097;                    North         East    Units  Estimated Accuracy
 HB1097;SPC IL W     -   107,420.      758,350.      MT  (+/- 180 meters Scaled)
 HB1097
 HB1097                          SUPERSEDED SURVEY CONTROL
 HB1097
 HB1097  NGVD 29 (??/??/??)  111.268  (m)          365.05   (f) ADJUSTED    1 2
 HB1097
 HB1097.Superseded values are not recommended for survey control.
 HB1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1097.See file dsdata.txt to determine how the superseded data were derived.
 HB1097
 HB1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG789680(NAD 83)
 HB1097_MARKER: Z = SEE DESCRIPTION
 HB1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1097_SP_SET: STONE POST
 HB1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1097+STABILITY: SURFACE MOTION
 HB1097
 HB1097  HISTORY     - Date     Condition        Report By
 HB1097  HISTORY     - UNK      MONUMENTED       RBNF
 HB1097  HISTORY     - 1949     GOOD             CGS
 HB1097
 HB1097                          STATION DESCRIPTION
 HB1097
 HB1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB1097'AT GRAND TOWER.
 HB1097'AT GRAND TOWER, AT THE NORTHWEST END OF 1ST STREET, AT THE
 HB1097'JUNCTION OF MARKET STREET, IN TOP OF A 5 INCH LIMESTONE POST WITH
 HB1097'U.S. CHISELED IN THE TOP, 76 FEET NORTHEAST OF THE WEST CORNER
 HB1097'OF A RAIL FENCE, 69 FEET NORTH-NORTHEAST OF A 36 INCH MAPLE
 HB1097'TREE, 27 FEET NORTH OF THE NORTH CORNER OF HOUSE THAT IS A COAL
 HB1097'COMPANY OFFICE, ABOUT 26 YARDS NORTHEAST OF PROLONGATION OF THE
 HB1097'CENTER LINE OF 1ST STREET, ABOUT 54 YARDS NORTHWEST OF THE CENTER
 HB1097'LINE OF MARKET STREET, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 HB1097'POST AND 1 INCH BELOW THE SURFACE OF THE GROUND.  NOTE-- THE ROD
 HB1097'WAS HELD ON THE HIGH POINT, WHICH WAS AT THE SOUTH CORNER OF TOP
 HB1097'OF POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0095 ***********************************************************************
 MG0095  DESIGNATION -  GAGING STATION
 MG0095  PID         -  MG0095
 MG0095  STATE/COUNTY-  IL/ROCK ISLAND
 MG0095  USGS QUAD   -  COAL VALLEY (1991)
 MG0095
 MG0095                         *CURRENT SURVEY CONTROL
 MG0095  ___________________________________________________________________
 MG0095* NAD 83(1986)-  41 27 36.     (N)    090 29 55.     (W)     SCALED    
 MG0095* NAVD 88     -       178.281  (meters)     584.91   (feet)  ADJUSTED  
 MG0095  ___________________________________________________________________
 MG0095  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0095  DYNAMIC HT  -         178.212 (meters)     584.68  (feet)  COMP
 MG0095  MODELED GRAV-     980,235.5   (mgal)                       NAVD 88
 MG0095
 MG0095  VERT ORDER  -  SECOND    CLASS 0
 MG0095
 MG0095.The horizontal coordinates were scaled from a topographic map and have
 MG0095.an estimated accuracy of +/- 6 seconds.
 MG0095
 MG0095.The orthometric height was determined by differential leveling
 MG0095.and adjusted by the National Geodetic Survey in June 1991..
 MG0095
 MG0095.The geoid height was determined by GEOID03.
 MG0095
 MG0095.The dynamic height is computed by dividing the NAVD 88
 MG0095.geopotential number by the normal gravity value computed on the
 MG0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0095.degrees latitude (g = 980.6199 gals.).
 MG0095
 MG0095.The modeled gravity was interpolated from observed gravity values.
 MG0095
 MG0095;                    North         East    Units  Estimated Accuracy
 MG0095;SPC IL W     -   532,160.      672,270.      MT  (+/- 180 meters Scaled)
 MG0095
 MG0095                          SUPERSEDED SURVEY CONTROL
 MG0095
 MG0095  NGVD 29 (??/??/92)  178.350  (m)          585.14   (f) ADJ UNCH    2 0
 MG0095
 MG0095.Superseded values are not recommended for survey control.
 MG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0095.See file dsdata.txt to determine how the superseded data were derived.
 MG0095
 MG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF089928(NAD 83)
 MG0095_MARKER: DR = REFERENCE MARK DISK
 MG0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0095_SP_SET: ABUTMENT
 MG0095_STAMPING: GAGING STATION
 MG0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0095
 MG0095  HISTORY     - Date     Condition        Report By
 MG0095  HISTORY     - UNK      MONUMENTED       USGS
 MG0095  HISTORY     - 1957     GOOD             NGS
 MG0095  HISTORY     - 19960819 MARK NOT FOUND   USPSQD
 MG0095  HISTORY     - 19970609 MARK NOT FOUND   USPSQD
 MG0095
 MG0095                          STATION DESCRIPTION
 MG0095
 MG0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MG0095'0.5 MI S FROM MOLINE.
 MG0095'STATION IS 3.3 MILES SOUTH OF THE CHICAGO ROCK ISLAND AND PACIFIC
 MG0095'RAILROAD STATION IN MOLINE, ON BRIDGE LANE ROAD (U.S. ROUTE 150),
 MG0095'ON THE BRIDGE SPANNING ROCK RIVER, AT THE FOOT OF CONCRETE PEDESTAL
 MG0095'SUPPORTING A CONCRETE EAGLE, ON THE WEST WING WALL OF THE NORTH
 MG0095'BRIDGE ABUTMENT JUST WEST OF THE PEDESTAL.  THE MARK IS SET IN
 MG0095'CEMENT IN A DRILL HOLE IN THE ABUTMENT.
 MG0095
 MG0095                          STATION RECOVERY (1996)
 MG0095
 MG0095'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0095'MARK NOT FOUND.
 MG0095
 MG0095                          STATION RECOVERY (1997)
 MG0095
 MG0095'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1590 ***********************************************************************
 HB1590  DESIGNATION -  GALATIA MUNICIPAL TANK
 HB1590  PID         -  HB1590
 HB1590  STATE/COUNTY-  IL/SALINE
 HB1590  USGS QUAD   -  GALATIA (1976)
 HB1590
 HB1590                         *CURRENT SURVEY CONTROL
 HB1590  ___________________________________________________________________
 HB1590* NAD 83(1997)-  37 50 36.69163(N)    088 36 39.85268(W)     ADJUSTED  
 HB1590* NAVD 88     -                                                        
 HB1590  ___________________________________________________________________
 HB1590  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HB1590  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HB1590
 HB1590  HORZ ORDER  -  THIRD
 HB1590
 HB1590.The horizontal coordinates were established by classical geodetic methods
 HB1590.and adjusted by the National Geodetic Survey in October 1999..
 HB1590
 HB1590
 HB1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1590
 HB1590.The geoid height was determined by GEOID03.
 HB1590
 HB1590;                    North         East     Units Scale Factor Converg.
 HB1590;SPC IL E     -   130,643.744   275,554.534   MT  0.99998236   -0 10 13.4
 HB1590;SPC IL E     -   428,620.35    904,048.50   sFT  0.99998236   -0 10 13.4
 HB1590;UTM  16      - 4,189,676.935   358,247.659   MT  0.99984749   -0 59 18.8
 HB1590
 HB1590                          SUPERSEDED SURVEY CONTROL
 HB1590
 HB1590  NAD 83(1997)-  37 50 36.69852(N)    088 36 39.85220(W) AD(       ) 4
 HB1590  NAD 83(1986)-  37 50 36.70334(N)    088 36 39.85477(W) AD(       ) 4
 HB1590  NAD 27      -  37 50 36.52946(N)    088 36 39.65574(W) AD(       ) 3
 HB1590
 HB1590.Superseded values are not recommended for survey control.
 HB1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1590.See file dsdata.txt to determine how the superseded data were derived.
 HB1590
 HB1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5824889677(NAD 83)
 HB1590_MARKER: 51 = TANK
 HB1590
 HB1590  HISTORY     - Date     Condition        Report By
 HB1590  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1590  HISTORY     - 1960     GOOD             CGS
 HB1590
 HB1590                          STATION DESCRIPTION
 HB1590
 HB1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1590'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER TANK OF
 HB1590'GALATIA.  IT IS LOCATED IN THE NORTH SECTION OF TOWN, 0.2 MILE
 HB1590'NORTH OF STATE HIGHWAY 34.  THE TANK IS SUPPORTED BY A 4 LEGGED STEEL
 HB1590'STRUCTURE AND THE OVERALL HEIGHT IS ABOUT 110 FEET.  THE TANK AND THE
 HB1590'SUPPORTING STRUCTURE ARE ALUMINUM COLORED WITH THE LEGEND GALATIA IN
 HB1590'BLACK ON THE SOUTH SIDE OF THE TANK.
 HB1590
 HB1590                          STATION RECOVERY (1960)
 HB1590
 HB1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1590'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 HB1590'1957.
 HB1590'
 HB1590'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0054 ***********************************************************************
 LD0054  DESIGNATION -  GALE
 LD0054  PID         -  LD0054
 LD0054  STATE/COUNTY-  IL/KNOX
 LD0054  USGS QUAD   -  GALESBURG EAST (1982)
 LD0054
 LD0054                         *CURRENT SURVEY CONTROL
 LD0054  ___________________________________________________________________
 LD0054* NAD 83(1997)-  40 58 05.13085(N)    090 20 21.68951(W)     ADJUSTED  
 LD0054* NAVD 88     -       242.393  (meters)     795.25   (feet)  ADJUSTED  
 LD0054  ___________________________________________________________________
 LD0054  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 LD0054  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LD0054  DYNAMIC HT  -         242.284 (meters)     794.89  (feet)  COMP
 LD0054  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 LD0054
 LD0054  HORZ ORDER  -  SECOND
 LD0054  VERT ORDER  -  SECOND    CLASS 0
 LD0054
 LD0054.The horizontal coordinates were established by classical geodetic methods
 LD0054.and adjusted by the National Geodetic Survey in October 1999..
 LD0054
 LD0054.The orthometric height was determined by differential leveling
 LD0054.and adjusted by the National Geodetic Survey in June 1991..
 LD0054
 LD0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0054
 LD0054.The geoid height was determined by GEOID03.
 LD0054
 LD0054.The dynamic height is computed by dividing the NAVD 88
 LD0054.geopotential number by the normal gravity value computed on the
 LD0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0054.degrees latitude (g = 980.6199 gals.).
 LD0054
 LD0054.The modeled gravity was interpolated from observed gravity values.
 LD0054
 LD0054;                    North         East     Units Scale Factor Converg.
 LD0054;SPC IL W     -   477,496.588   685,464.413   MT  0.99994378   -0 06 47.6
 LD0054;SPC IL W     - 1,566,586.72  2,248,894.49   sFT  0.99994378   -0 06 47.6
 LD0054;UTM  15      - 4,538,624.452   723,883.366   MT  1.00021696   +1 44 42.5
 LD0054
 LD0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0054!SPC IL W     -   0.99996715  x   0.99994378  =   0.99991093
 LD0054!UTM  15      -   0.99996715  x   1.00021696  =   1.00018410
 LD0054
 LD0054|---------------------------------------------------------------------|
 LD0054| PID    Reference Object                     Distance      Geod. Az  |
 LD0054|                                                           dddmmss.s |
 LD0054| LD0055 GALE RM 1                            12.895 METERS 03818     |
 LD0054| LD0056 GALE RM 2                            19.487 METERS 12614     |
 LD0054| LD0715 GALESBURG RAD STA WGIL MAST         APPROX. 2.9 KM 1881553.5 |
 LD0054| LD0053 GALE AZ MK                                         2145057.4 |
 LD0054| LD0717 GALESBURG ILL PWR AND L CO STK      APPROX. 3.5 KM 2334835.1 |
 LD0054|---------------------------------------------------------------------|
 LD0054
 LD0054                          SUPERSEDED SURVEY CONTROL
 LD0054
 LD0054  NAD 83(1997)-  40 58 05.13088(N)    090 20 21.68972(W) AD(       ) 2
 LD0054  NAD 83(1986)-  40 58 05.13594(N)    090 20 21.70274(W) AD(       ) 2
 LD0054  NAD 27      -  40 58 05.01370(N)    090 20 21.24600(W) AD(       ) 2
 LD0054  NGVD 29 (??/??/92)  242.445  (m)          795.42   (f) ADJ UNCH    2 0
 LD0054
 LD0054.Superseded values are not recommended for survey control.
 LD0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0054.See file dsdata.txt to determine how the superseded data were derived.
 LD0054
 LD0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2388338624(NAD 83)
 LD0054_MARKER: DS = TRIANGULATION STATION DISK
 LD0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0054_STAMPING: GALE 1959
 LD0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0054+STABILITY: SURFACE MOTION
 LD0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0054+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2003
 LD0054
 LD0054  HISTORY     - Date     Condition        Report By
 LD0054  HISTORY     - 1959     MONUMENTED       CGS
 LD0054  HISTORY     - 1959     GOOD             CGS
 LD0054  HISTORY     - 1969     GOOD             ILDT
 LD0054  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0054  HISTORY     - 20020311 GOOD             ILDT
 LD0054  HISTORY     - 20031105 GOOD             JCLS
 LD0054
 LD0054                          STATION DESCRIPTION
 LD0054
 LD0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0054'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF GALESBURG, 5.25
 LD0054'MILES SOUTHWEST OF WATAGA AND ON THE RIGHT-OF-WAY OF CHICAGO,
 LD0054'BURLINGTON AND QUINCY RAILROAD, BETWEEN RAILROAD TRACKS AND
 LD0054'U.S. HIGHWAY NO. 34.
 LD0054'
 LD0054'TO REACH FROM THE POST OFFICE IN WATAGA, GO SOUTHWESTERLY ON
 LD0054'U.S. HIGHWAY NO. 34 FOR 4.45 MILES TO ELECTRICAL SUB STATION
 LD0054'ON LEFT, CONTINUE SOUTHWEST ON U.S. HIGHWAY NO. 34 FOR 0.8
 LD0054'MILE TO STATION ON RIGHT AS DESCRIBED.
 LD0054'
 LD0054'STATION MARK, A STANDARD DISK STAMPED GALE 1959, IS SET IN A
 LD0054'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  THE
 LD0054'MARK IS 38 FEET NORTHWEST OF CENTER OF ROAD, 14 FEET SOUTHEAST
 LD0054'OF EAST RAIL OF RAILROAD TRACKS AND 2.4 FEET SOUTHEAST OF
 LD0054'WITNESS POST.
 LD0054'
 LD0054'REFERENCE MARK NUMBER 1, IS A STANDARD DISK STAMPED GALE NO.
 LD0054'1 1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LD0054'3 INCHES.  THE MARK IS 32.5 FEET NORTHWEST OF CENTER OF ROAD,
 LD0054'14 FEET SOUTHEAST OF EAST RAIL OF RAILROAD TRACKS AND 5 FEET
 LD0054'SOUTH OF POWER POLE.
 LD0054'
 LD0054'REFERENCE MARK NUMBER 2, IS A STANDARD DISK STAMPED GALE
 LD0054'NO. 2 1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH
 LD0054'PROJECTS 1 INCH.  THE MARK IS 26 FEET SOUTHEAST OF CENTER
 LD0054'OF ROAD AND 1 FOOT NORTHWEST OF FENCE LINE.
 LD0054'
 LD0054'AZIMUTH MARK, A STANDARD DISK STAMPED GALE 1959, IS SET IN
 LD0054'A 10 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LD0054'GROUND.  THE MARK IS 23 FEET SOUTHEAST OF CENTER OF ROAD,
 LD0054'5.6 EAST-SOUTHEAST OF HIGHWAY SIGN (SPEED LIMIT 50), 2 FEET
 LD0054'NORTHWEST OF FENCE LINE AND 1.8 FEET WEST OF WITNESS POST.
 LD0054'
 LD0054'TO REACH AZIMUTH MARK FROM STATION GO SOUTHWESTERLY FROM STATION
 LD0054'0.3 MILE TO MARK ON LEFT AS DESCRIBED.
 LD0054'
 LD0054'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LD0054
 LD0054                          STATION RECOVERY (1959)
 LD0054
 LD0054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LD0054'2.2 MI NE FROM GALESBURG.
 LD0054'ABOUT 2.25 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND
 LD0054'QUINCY RAILROAD FROM THE STATION AT GALESBURG, 13.9 FEET SOUTHEAST
 LD0054'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 39 FEET NORTHWEST
 LD0054'OF THE CENTER LINE OF U.S. HIGHWAY 34, 35 FEET WEST-SOUTHWEST
 LD0054'OF TELEPHONE POLE 2735, 2.4 FEET SOUTHEAST OF A METAL WITNESS POST,
 LD0054'3 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 3 FEET BELOW THE LEVEL
 LD0054'OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LD0054'NOTE-- THE MARK MAY BE REACHED FROM WATAGA, KNOX COUNTY, BY GOING
 LD0054'SOUTHWEST FOR 5.1 MILES ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE
 LD0054'AT WATAGA.
 LD0054
 LD0054                          STATION RECOVERY (1969)
 LD0054
 LD0054'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 (DRR)
 LD0054'GALE 1959-GOOD
 LD0054'
 LD0054'GALE NO 2, 1959-GOOD
 LD0054'
 LD0054'GALE NO 1, 1959-GOOD
 LD0054'
 LD0054'GALE, 1959-GOOD
 LD0054'
 LD0054'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 LD0054'CHANGES--(1) R.M. 1 IS 37.5 FEET N.W. OF CENTER OF ROAD,
 LD0054'(2) FENCELINE 1 FOOT S.E. OF R.M. 2 HAS BEEN REMOVED., (3)
 LD0054'FENCE LINE 2 FEET S.E. OF AZI. MK HAS BEEN REMOVED, (4) TWO
 LD0054'STEEL POST MARK AZI-MK.  NO WITNESS SIGN IS THERE NOW.
 LD0054
 LD0054                          STATION RECOVERY (1997)
 LD0054
 LD0054'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0054'MARK NOT FOUND.
 LD0054
 LD0054                          STATION RECOVERY (2002)
 LD0054
 LD0054'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (MW)
 LD0054'RECOVERED IN GOOD CONDITION.
 LD0054
 LD0054                          STATION RECOVERY (2003)
 LD0054
 LD0054'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 LD0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0055 ***********************************************************************
 LD0055  DESIGNATION -  GALE RM 1
 LD0055  PID         -  LD0055
 LD0055  STATE/COUNTY-  IL/KNOX
 LD0055  USGS QUAD   -  GALESBURG EAST (1982)
 LD0055
 LD0055                         *CURRENT SURVEY CONTROL
 LD0055  ___________________________________________________________________
 LD0055* NAD 83(1986)-  40 58 10.     (N)    090 20 15.     (W)     SCALED    
 LD0055* NAVD 88     -       242.478  (meters)     795.53   (feet)  ADJUSTED  
 LD0055  ___________________________________________________________________
 LD0055  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LD0055  DYNAMIC HT  -         242.369 (meters)     795.17  (feet)  COMP
 LD0055  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 LD0055
 LD0055  VERT ORDER  -  SECOND    CLASS 0
 LD0055
 LD0055.The horizontal coordinates were scaled from a topographic map and have
 LD0055.an estimated accuracy of +/- 6 seconds.
 LD0055
 LD0055.The orthometric height was determined by differential leveling
 LD0055.and adjusted by the National Geodetic Survey in June 1991..
 LD0055
 LD0055.The geoid height was determined by GEOID03.
 LD0055
 LD0055.The dynamic height is computed by dividing the NAVD 88
 LD0055.geopotential number by the normal gravity value computed on the
 LD0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0055.degrees latitude (g = 980.6199 gals.).
 LD0055
 LD0055.The modeled gravity was interpolated from observed gravity values.
 LD0055
 LD0055;                    North         East    Units  Estimated Accuracy
 LD0055;SPC IL W     -   477,650.      685,620.      MT  (+/- 180 meters Scaled)
 LD0055
 LD0055                          SUPERSEDED SURVEY CONTROL
 LD0055
 LD0055  NGVD 29 (??/??/92)  242.530  (m)          795.70   (f) ADJ UNCH    2 0
 LD0055
 LD0055.Superseded values are not recommended for survey control.
 LD0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0055.See file dsdata.txt to determine how the superseded data were derived.
 LD0055
 LD0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF240387(NAD 83)
 LD0055_MARKER: DR = REFERENCE MARK DISK
 LD0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0055_STAMPING: GALE NO 1 1959
 LD0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0055+STABILITY: SURFACE MOTION
 LD0055
 LD0055  HISTORY     - Date     Condition        Report By
 LD0055  HISTORY     - 1959     MONUMENTED       CGS
 LD0055  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0055
 LD0055                          STATION DESCRIPTION
 LD0055
 LD0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0055'2.2 MI NE FROM GALESBURG.
 LD0055'ABOUT 2.25 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND
 LD0055'QUINCY RAILROAD FROM THE STATION AT GALESBURG, 14.4 FEET SOUTHEAST
 LD0055'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 37.5 FEET NORTHWEST
 LD0055'OF THE CENTER LINE OF U.S. HIGHWAY 34, 15 FEET NORTH OF TELEPHONE
 LD0055'POLE 2735, 42.3 FEET NORTHEAST OF TRIANGULATION STATION GALE, 42.2
 LD0055'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 LD0055'LEVEL OF THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 LD0055'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LD0055
 LD0055                          STATION RECOVERY (1997)
 LD0055
 LD0055'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0056 ***********************************************************************
 LD0056  DESIGNATION -  GALE RM 2
 LD0056  PID         -  LD0056
 LD0056  STATE/COUNTY-  IL/KNOX
 LD0056  USGS QUAD   -  GALESBURG EAST (1982)
 LD0056
 LD0056                         *CURRENT SURVEY CONTROL
 LD0056  ___________________________________________________________________
 LD0056* NAD 83(1986)-  40 58 10.     (N)    090 20 15.     (W)     SCALED    
 LD0056* NAVD 88     -       241.974  (meters)     793.88   (feet)  ADJUSTED  
 LD0056  ___________________________________________________________________
 LD0056  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LD0056  DYNAMIC HT  -         241.866 (meters)     793.52  (feet)  COMP
 LD0056  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 LD0056
 LD0056  VERT ORDER  -  SECOND    CLASS 0
 LD0056
 LD0056.The horizontal coordinates were scaled from a topographic map and have
 LD0056.an estimated accuracy of +/- 6 seconds.
 LD0056
 LD0056.The orthometric height was determined by differential leveling
 LD0056.and adjusted by the National Geodetic Survey in June 1991..
 LD0056
 LD0056.The geoid height was determined by GEOID03.
 LD0056
 LD0056.The dynamic height is computed by dividing the NAVD 88
 LD0056.geopotential number by the normal gravity value computed on the
 LD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0056.degrees latitude (g = 980.6199 gals.).
 LD0056
 LD0056.The modeled gravity was interpolated from observed gravity values.
 LD0056
 LD0056;                    North         East    Units  Estimated Accuracy
 LD0056;SPC IL W     -   477,650.      685,620.      MT  (+/- 180 meters Scaled)
 LD0056
 LD0056                          SUPERSEDED SURVEY CONTROL
 LD0056
 LD0056  NGVD 29 (??/??/92)  242.026  (m)          794.05   (f) ADJ UNCH    2 0
 LD0056
 LD0056.Superseded values are not recommended for survey control.
 LD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0056.See file dsdata.txt to determine how the superseded data were derived.
 LD0056
 LD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF240387(NAD 83)
 LD0056_MARKER: DR = REFERENCE MARK DISK
 LD0056_SETTING: 0 = UNSPECIFIED SETTING
 LD0056_STAMPING: GALE NO 2 1959
 LD0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0056+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 LD0056
 LD0056  HISTORY     - Date     Condition        Report By
 LD0056  HISTORY     - 1959     MONUMENTED       CGS
 LD0056  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0056  HISTORY     - 20020311 GOOD             ILDT
 LD0056
 LD0056                          STATION DESCRIPTION
 LD0056
 LD0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0056'2.2 MI NE FROM GALESBURG.
 LD0056'ABOUT 2.25 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0056'RAILROAD FROM THE STATION AT GALESBURG, 77.5 FEET SOUTHEAST OF THE
 LD0056'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 26 FEET SOUTHEAST OF THE
 LD0056'CENTER LINE OF U.S. HIGHWAY 34, 60.5 FEET SOUTH-SOUTHEAST OF
 LD0056'TELEPHONE POLE 2735, 64.0 FEET SOUTHEAST OF TRIANGULATION STATION
 LD0056'GALE, 66.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 LD0056'ABOVE THE LEVEL OF THE HIGHWAY.
 LD0056
 LD0056                          STATION RECOVERY (1997)
 LD0056
 LD0056'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0056'MARK NOT FOUND.
 LD0056
 LD0056                          STATION RECOVERY (2002)
 LD0056
 LD0056'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (MW)
 LD0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0040 ***********************************************************************
 LD0040  DESIGNATION -  GALESBURG
 LD0040  PID         -  LD0040
 LD0040  STATE/COUNTY-  IL/KNOX
 LD0040  USGS QUAD   -  GALESBURG EAST (1982)
 LD0040
 LD0040                         *CURRENT SURVEY CONTROL
 LD0040  ___________________________________________________________________
 LD0040* NAD 83(1986)-  40 56 51.     (N)    090 22 15.     (W)     SCALED    
 LD0040* NAVD 88     -       234.573  (meters)     769.59   (feet)  ADJUSTED  
 LD0040  ___________________________________________________________________
 LD0040  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0040  DYNAMIC HT  -         234.468 (meters)     769.25  (feet)  COMP
 LD0040  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 LD0040
 LD0040  VERT ORDER  -  SECOND    CLASS 0
 LD0040
 LD0040.The horizontal coordinates were scaled from a topographic map and have
 LD0040.an estimated accuracy of +/- 6 seconds.
 LD0040
 LD0040.The orthometric height was determined by differential leveling
 LD0040.and adjusted by the National Geodetic Survey in June 1991..
 LD0040.WARNING-Repeat measurements at this control monument indicate possible
 LD0040.vertical movement.
 LD0040
 LD0040.The geoid height was determined by GEOID03.
 LD0040
 LD0040.The dynamic height is computed by dividing the NAVD 88
 LD0040.geopotential number by the normal gravity value computed on the
 LD0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0040.degrees latitude (g = 980.6199 gals.).
 LD0040
 LD0040.The modeled gravity was interpolated from observed gravity values.
 LD0040
 LD0040;                    North         East    Units  Estimated Accuracy
 LD0040;SPC IL W     -   475,220.      682,810.      MT  (+/- 180 meters Scaled)
 LD0040
 LD0040                          SUPERSEDED SURVEY CONTROL
 LD0040
 LD0040  NGVD 29 (??/??/92)  234.626  (m)          769.77   (f) ADJ UNCH    2 0
 LD0040
 LD0040.Superseded values are not recommended for survey control.
 LD0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0040.See file dsdata.txt to determine how the superseded data were derived.
 LD0040
 LD0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF213362(NAD 83)
 LD0040_MARKER: DB = BENCH MARK DISK
 LD0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0040_STAMPING: GALESBURG 1934
 LD0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0040+STABILITY: SURFACE MOTION
 LD0040
 LD0040  HISTORY     - Date     Condition        Report By
 LD0040  HISTORY     - 1934     MONUMENTED       CGS
 LD0040  HISTORY     - 1965     GOOD             NGS
 LD0040  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0040  HISTORY     - 20020129 MARK NOT FOUND   ILDT
 LD0040  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0040
 LD0040                          STATION DESCRIPTION
 LD0040
 LD0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0040'AT GALESBURG.
 LD0040'AT GALESBURG, KNOX COUNTY, AT THE CITY SQUARE, AT THE CENTER OF
 LD0040'THE PARK, AND IN THE TOP OF THE CONCRETE FOUNDATION OF AN OLD
 LD0040'METAL-COVERED MANHOLE.  A STANDARD DISK, STAMPED GALESBURG 1934.
 LD0040
 LD0040                          STATION RECOVERY (1965)
 LD0040
 LD0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LD0040'RECOVERED IN GOOD CONDITION.
 LD0040
 LD0040                          STATION RECOVERY (1997)
 LD0040
 LD0040'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0040'MARK NOT FOUND.
 LD0040
 LD0040                          STATION RECOVERY (2002)
 LD0040
 LD0040'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (MW)
 LD0040'MARK NOT FOUND.
 LD0040
 LD0040                          STATION RECOVERY (2005)
 LD0040
 LD0040'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0876 ***********************************************************************
 LD0876  DESIGNATION -  GALESBURG
 LD0876  PID         -  LD0876
 LD0876  STATE/COUNTY-  IL/KNOX
 LD0876  USGS QUAD   -  GALESBURG EAST (1982)
 LD0876
 LD0876                         *CURRENT SURVEY CONTROL
 LD0876  ___________________________________________________________________
 LD0876* NAD 83(1997)-  40 56 39.80593(N)    090 21 59.52002(W)     ADJUSTED  
 LD0876* NAVD 88     -                                                        
 LD0876  ___________________________________________________________________
 LD0876  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LD0876  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0876
 LD0876  HORZ ORDER  -  SECOND
 LD0876
 LD0876.The horizontal coordinates were established by classical geodetic methods
 LD0876.and adjusted by the National Geodetic Survey in October 1999..
 LD0876
 LD0876
 LD0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0876
 LD0876.The geoid height was determined by GEOID03.
 LD0876
 LD0876;                    North         East     Units Scale Factor Converg.
 LD0876;SPC IL W     -   474,869.507   683,171.040   MT  0.99994466   -0 07 51.5
 LD0876;SPC IL W     - 1,557,967.71  2,241,370.32   sFT  0.99994466   -0 07 51.5
 LD0876;UTM  15      - 4,535,923.679   721,675.782   MT  1.00020485   +1 43 35.3
 LD0876
 LD0876|---------------------------------------------------------------------|
 LD0876| PID    Reference Object                     Distance      Geod. Az  |
 LD0876|                                                           dddmmss.s |
 LD0876| CL8550 GALESBURG RM 1                       22.348 METERS 01115     |
 LD0876| LD0719 GALESBURG WESTERN ICE CO STACK      286.283 METERS 09234     |
 LD0876| LD0708 KNOXVILLE ST MARYS SCH CUPOLA       APPROX. 7.7 KM 1155020.4 |
 LD0876| LD0713 KNOXVILLE HIGH SCHOOL CUPOLA        APPROX. 8.1 KM 1193405.9 |
 LD0876| LD0714 GALESBURG CBQ RR POWERHSE STK       356.888 METERS 17320     |
 LD0876| CL8549 GALESBURG AZ MK                                    1733754.8 |
 LD0876| LD0723 GALESBURG CBQRR TIE TREAT STK       APPROX. 5.6 KM 2015032.4 |
 LD0876| CL8551 GALESBURG RM 2                       25.399 METERS 24158     |
 LD0876| LD0711 GALESBURG CORP CHRISTI CATH CH      118.404 METERS 25028     |
 LD0876| LD0717 GALESBURG ILL PWR AND L CO STK      APPROX. 0.8 KM 3130028.2 |
 LD0876| LD0709 GALESBURG O E JOHNSON DEPT STORE TA 449.431 METERS 3350052.0 |
 LD0876|---------------------------------------------------------------------|
 LD0876
 LD0876                          SUPERSEDED SURVEY CONTROL
 LD0876
 LD0876  NAD 83(1997)-  40 56 39.80566(N)    090 21 59.52026(W) AD(       ) 2
 LD0876  NAD 83(1986)-  40 56 39.80949(N)    090 21 59.53295(W) AD(       ) 2
 LD0876  NAD 27      -  40 56 39.67300(N)    090 21 59.06500(W) AD(       ) 2
 LD0876
 LD0876.Superseded values are not recommended for survey control.
 LD0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0876.See file dsdata.txt to determine how the superseded data were derived.
 LD0876
 LD0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2167635924(NAD 83)
 LD0876_MARKER: DS = TRIANGULATION STATION DISK
 LD0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0876+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002
 LD0876
 LD0876  HISTORY     - Date     Condition        Report By
 LD0876  HISTORY     - 1935     MONUMENTED       CGS
 LD0876  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0876  HISTORY     - 20020129 GOOD             ILDT
 LD0876  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 LD0876
 LD0876                          STATION DESCRIPTION
 LD0876
 LD0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0876'THIS STATION IS IN THE SOUTHEASTERN PART OF GALESBURG, ON
 LD0876'ATHLETIC FIELD OF CORPUS CHRISTI LYCEUM, BETWEEN EAST SOUTH
 LD0876'AND EAST TOMPKINS STREETS AND 31 FEET W OF W CURB OF SOUTH
 LD0876'KELLOGG STREET, 15 FEET W OF STEEL FENCE, 44 FEET NNW OF SE
 LD0876'FENCE CORNER, 25 FEET N OF 24-INCH MAPLE TREE, 175 FEET NNW OF
 LD0876'FIRE HYDRANT AT INTERSECTION OF SOUTH KELLOGG AND EAST SOUTH
 LD0876'STREETS.
 LD0876'
 LD0876'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LD0876'DISKS SET IN CONCRETE.
 LD0876'
 LD0876'REFERENCE MARK NO. 1 IS NNE OF STATION, 2 FEET W OF STEEL
 LD0876'FENCE, 17 FEET W OF W CURB OF SOUTH KELLOGG STREET, AND 41
 LD0876'FEET S OF 18-INCH TREE.
 LD0876'
 LD0876'REFERENCE MARK NO. 2 IS WSW OF STATION IN STEEL FENCE LINE,
 LD0876'89 FEET W OF FENCE CORNER, 6 FEET NE OF NE CORNER OF SMALL
 LD0876'GARAGE.  ALL MARKS ARE FLUSH WITH SURFACE.
 LD0876'
 LD0876'AZIMUTH MARK IS S OF THE STATION SET IN THE E CURB OF SOUTH
 LD0876'KELLOGG STREET, 57 FEET N OF DEPOT STREET CURB, 100 FEET
 LD0876'NW OF ENTRANCE TO OFFICE OF CHICAGO, BURLINGTON AND QUINCY
 LD0876'FREIGHT DEPOT, AND 75 FEET S OF SW CORNER OF BEATRICE CREAMERY
 LD0876'COMPANY.
 LD0876'
 LD0876'A 90 FOOT TOWER WILL CLEAR ALL LINES.
 LD0876
 LD0876                          STATION RECOVERY (1997)
 LD0876
 LD0876'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0876'MARK NOT FOUND.
 LD0876
 LD0876                          STATION RECOVERY (2002)
 LD0876
 LD0876'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (MW)
 LD0876'RECOVERED IN GOOD CONDITION.
 LD0876
 LD0876                          STATION RECOVERY (2005)
 LD0876
 LD0876'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0876'RM 1 AND RM 2 WERE NOT FOUND NOR WAS THE AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0714 ***********************************************************************
 LD0714  DESIGNATION -  GALESBURG CBQ RR POWERHSE STK
 LD0714  PID         -  LD0714
 LD0714  STATE/COUNTY-  IL/KNOX
 LD0714  USGS QUAD   -  GALESBURG EAST (1982)
 LD0714
 LD0714                         *CURRENT SURVEY CONTROL
 LD0714  ___________________________________________________________________
 LD0714* NAD 83(1997)-  40 56 28.31495(N)    090 21 57.74839(W)     ADJUSTED  
 LD0714* NAVD 88     -                                                        
 LD0714  ___________________________________________________________________
 LD0714  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 LD0714  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0714
 LD0714  HORZ ORDER  -  THIRD
 LD0714
 LD0714.The horizontal coordinates were established by classical geodetic methods
 LD0714.and adjusted by the National Geodetic Survey in October 1999..
 LD0714
 LD0714
 LD0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0714
 LD0714.The geoid height was determined by GEOID03.
 LD0714
 LD0714;                    North         East     Units Scale Factor Converg.
 LD0714;SPC IL W     -   474,514.959   683,211.669   MT  0.99994464   -0 07 50.3
 LD0714;SPC IL W     - 1,556,804.49  2,241,503.62   sFT  0.99994464   -0 07 50.3
 LD0714;UTM  15      - 4,535,570.542   721,727.895   MT  1.00020514   +1 43 36.1
 LD0714
 LD0714                          SUPERSEDED SURVEY CONTROL
 LD0714
 LD0714  NAD 83(1997)-  40 56 28.31471(N)    090 21 57.74864(W) AD(       ) 4
 LD0714  NAD 83(1986)-  40 56 28.31822(N)    090 21 57.76116(W) AD(       ) 4
 LD0714  NAD 27      -  40 56 28.17900(N)    090 21 57.29200(W) AD(       ) 3
 LD0714
 LD0714.Superseded values are not recommended for survey control.
 LD0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0714.See file dsdata.txt to determine how the superseded data were derived.
 LD0714
 LD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2172835571(NAD 83)
 LD0714_MARKER: 63 = STACK
 LD0714
 LD0714  HISTORY     - Date     Condition        Report By
 LD0714  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0714  HISTORY     - 1959     GOOD             CGS
 LD0714  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LD0714  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0714  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0714
 LD0714                          STATION DESCRIPTION
 LD0714
 LD0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0714'THIS STATION IS THE STACK AT THE CHICAGO, BURLINGTON AND
 LD0714'QUINCY RAILROAD POWERHOUSE, LOCATED AT THE E END OF THE
 LD0714'POWERHOUSE, ABOUT 120 FEET N OF THE ROUNDHOUSE, AND ABOUT
 LD0714'455 FEET W OF THE CENTER LINE OF UNIVERSITY STREET.  THE
 LD0714'STACK ERECTED IN 1914, IS QUITE PROMINENT.
 LD0714'
 LD0714'THE STACK IS A TALL WHITE CONCRETE STRUCTURE ABOUT 20 FEET
 LD0714'IN DIAMETER AT THE BASE, ABOUT 12 FEET IN DIAMETER AT THE
 LD0714'TOP, AND ABOUT 245 FEET HIGH.  THERE IS A COLLAR AROUND
 LD0714'THE TOP OF THE STACK.
 LD0714
 LD0714                          STATION RECOVERY (1959)
 LD0714
 LD0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0714'STATION WAS RECOVERED AS DESCRIBED.
 LD0714'
 LD0714'1935 DESCRIPTION IS ADEQUATE.
 LD0714
 LD0714                          STATION RECOVERY (1965)
 LD0714
 LD0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LD0714'LOCAL INQUIRY VERIFIED THIS STATION.  IT SHOULD BE NOTED
 LD0714'THAT THIS STATION WILL BE REMOVED IN THE NEAR FUTURE AS
 LD0714'THIS POWERHOUSE IS NO LONGER IN USE.
 LD0714
 LD0714                          STATION RECOVERY (1997)
 LD0714
 LD0714'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0714'MARK NOT FOUND.
 LD0714
 LD0714                          STATION RECOVERY (2005)
 LD0714
 LD0714'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0711 ***********************************************************************
 LD0711  DESIGNATION -  GALESBURG CORP CHRISTI CATH CH
 LD0711  PID         -  LD0711
 LD0711  STATE/COUNTY-  IL/KNOX
 LD0711  USGS QUAD   -  GALESBURG EAST (1982)
 LD0711
 LD0711                         *CURRENT SURVEY CONTROL
 LD0711  ___________________________________________________________________
 LD0711* NAD 83(1997)-  40 56 38.52205(N)    090 22 04.29050(W)     ADJUSTED  
 LD0711* NAVD 88     -                                                        
 LD0711  ___________________________________________________________________
 LD0711  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LD0711  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0711
 LD0711  HORZ ORDER  -  THIRD
 LD0711
 LD0711.The horizontal coordinates were established by classical geodetic methods
 LD0711.and adjusted by the National Geodetic Survey in October 1999..
 LD0711
 LD0711
 LD0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0711
 LD0711.The geoid height was determined by GEOID03.
 LD0711
 LD0711;                    North         East     Units Scale Factor Converg.
 LD0711;SPC IL W     -   474,830.160   683,059.372   MT  0.99994471   -0 07 54.6
 LD0711;SPC IL W     - 1,557,838.62  2,241,003.96   sFT  0.99994471   -0 07 54.6
 LD0711;UTM  15      - 4,535,880.722   721,565.419   MT  1.00020425   +1 43 32.2
 LD0711
 LD0711                          SUPERSEDED SURVEY CONTROL
 LD0711
 LD0711  NAD 83(1997)-  40 56 38.52179(N)    090 22 04.29071(W) AD(       ) 4
 LD0711  NAD 83(1986)-  40 56 38.52548(N)    090 22 04.30349(W) AD(       ) 4
 LD0711  NAD 27      -  40 56 38.39000(N)    090 22 03.83700(W) AD(       ) 3
 LD0711
 LD0711.Superseded values are not recommended for survey control.
 LD0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0711.See file dsdata.txt to determine how the superseded data were derived.
 LD0711
 LD0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2156535881(NAD 83)
 LD0711_MARKER: 90 = CHURCH SPIRE
 LD0711_SETTING: 0 = UNSPECIFIED SETTING
 LD0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0711+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 LD0711
 LD0711  HISTORY     - Date     Condition        Report By
 LD0711  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0711  HISTORY     - 1977     GOOD             NGS
 LD0711  HISTORY     - 1979     GOOD             NGS
 LD0711  HISTORY     - 19971126 GOOD             USPSQD
 LD0711  HISTORY     - 20050126 GOOD             USPSQD
 LD0711
 LD0711                          STATION DESCRIPTION
 LD0711
 LD0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0711'THIS STATION IS THE TALL SLIM SPIRE ON THE CORPUS CHRISTI
 LD0711'CATHOLIC CHURCH, IN THE CITY OF GALESBURG, ON THE W END
 LD0711'OF A RED BRICK CHURCH, 45 FEET W OF THE CENTER LINE OF SOUTH
 LD0711'PRAIRIE STREET, AND ABOUT 75 FEET N OF THE CENTER LINE OF
 LD0711'EAST SOUTH STREET.  THE CHURCH WAS ERECTED IN 1884, AND
 LD0711'THE SPIRE IS ESPECIALLY PROMINENT.
 LD0711'
 LD0711'THE BASE OF THE SPIRE IS A SQUARE RED BRICK TOWER ABOUT
 LD0711'80 FEET HIGH, WITH HEAVY BUTTRESSES TO THE TOP OF THE BUILDING.
 LD0711'ON THE TOWER THERE IS A 20-FOOT CUPOLA, OCTAGONAL IN SHAPE,
 LD0711'WITH ARCHED LOUVRED WINDOWS SET IN GABLES ON THE N, E, S,
 LD0711'AND W SIDES.  THE SPIRE IS ABOUT 50 FEET HIGH, OCTAGONAL,
 LD0711'GREY-SHINGLED, AND HAS A COLLAR ABOUT ONE-HALF THE WAY UP
 LD0711'THE SPIRE, AND A PLATE AND GOLD CROSS AT THE APEX.  TOTAL
 LD0711'HEIGHT IS ABOUT 150 FEET.
 LD0711
 LD0711                          STATION RECOVERY (1977)
 LD0711
 LD0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 LD0711'RECOVERED AS DESCRIBED.
 LD0711'
 LD0711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALESBURG.
 LD0711
 LD0711                          STATION RECOVERY (1979)
 LD0711
 LD0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LD0711'STATION RECOVERED AS DESCRIBED, AND IN GOOD CONDITION.
 LD0711
 LD0711                          STATION RECOVERY (1997)
 LD0711
 LD0711'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0711'RECOVERED IN GOOD CONDITION.
 LD0711
 LD0711                          STATION RECOVERY (2005)
 LD0711
 LD0711'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0716 ***********************************************************************
 LD0716  DESIGNATION -  GALESBURG ILL PWR AND L CO TWR
 LD0716  PID         -  LD0716
 LD0716  STATE/COUNTY-  IL/KNOX
 LD0716  USGS QUAD   -  GALESBURG EAST (1982)
 LD0716
 LD0716                         *CURRENT SURVEY CONTROL
 LD0716  ___________________________________________________________________
 LD0716* NAD 83(1997)-  40 56 57.75448(N)    090 22 23.32615(W)     ADJUSTED  
 LD0716* NAVD 88     -                                                        
 LD0716  ___________________________________________________________________
 LD0716  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LD0716  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0716
 LD0716  HORZ ORDER  -  THIRD
 LD0716
 LD0716.The horizontal coordinates were established by classical geodetic methods
 LD0716.and adjusted by the National Geodetic Survey in October 1999..
 LD0716
 LD0716
 LD0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0716
 LD0716.The geoid height was determined by GEOID03.
 LD0716
 LD0716;                    North         East     Units Scale Factor Converg.
 LD0716;SPC IL W     -   475,424.446   682,615.542   MT  0.99994489   -0 08 07.2
 LD0716;SPC IL W     - 1,559,788.37  2,239,547.82   sFT  0.99994489   -0 08 07.2
 LD0716;UTM  15      - 4,536,460.459   721,102.440   MT  1.00020173   +1 43 20.3
 LD0716
 LD0716                          SUPERSEDED SURVEY CONTROL
 LD0716
 LD0716  NAD 83(1997)-  40 56 57.75425(N)    090 22 23.32652(W) AD(       ) 4
 LD0716  NAD 83(1986)-  40 56 57.75765(N)    090 22 23.33887(W) AD(       ) 4
 LD0716  NAD 27      -  40 56 57.62800(N)    090 22 22.88600(W) AD(       ) 3
 LD0716
 LD0716.Superseded values are not recommended for survey control.
 LD0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0716.See file dsdata.txt to determine how the superseded data were derived.
 LD0716
 LD0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2110236460(NAD 83)
 LD0716_MARKER: 43 = RADIO/TV TOWER
 LD0716
 LD0716  HISTORY     - Date     Condition        Report By
 LD0716  HISTORY     - 1959     FIRST OBSERVED   CGS
 LD0716  HISTORY     - 1977     GOOD             NGS
 LD0716  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0716  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0716
 LD0716                          STATION DESCRIPTION
 LD0716
 LD0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0716'STATION IS LOCATED IN DOWNTOWN BUSINESS SECTION OF THE CITY
 LD0716'OF GALESBURG.
 LD0716'
 LD0716'TO REACH FROM THE POST OFFICE IN GALESBURG, GO WEST ON
 LD0716'MAIN STREET FOR 0.4 MILE TO TRAFFIC SQUARE, TURN RIGHT AND
 LD0716'FOLLOW MAIN STREET FOR 0.1 MILE TO CEDAR STREET.  TURN RIGHT
 LD0716'ON CEDAR STREET FOR 1 BLOCK TO FERRIS STREET.  TURN LEFT
 LD0716'AND GO WEST ON FERRIS STREET FOR 0.05 MILE TO ILLINOIS POWER
 LD0716'AND LIGHT CO. ENTRANCE ON RIGHT.  TURN RIGHT THROUGH GATE
 LD0716'TO STATION ABOUT 300 FEET NORTH.
 LD0716'
 LD0716'POINT INTERSECTED WAS LIGHT ON TOP OF TOWER.
 LD0716'
 LD0716'STATION IS 265 FEET HIGH AND IS RED AND WHITE IN COLOR.
 LD0716
 LD0716                          STATION RECOVERY (1977)
 LD0716
 LD0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 LD0716'RECOVERED AS DESCRIBED.
 LD0716'
 LD0716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALESBURG.
 LD0716
 LD0716                          STATION RECOVERY (1997)
 LD0716
 LD0716'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0716'MARK NOT FOUND.
 LD0716
 LD0716                          STATION RECOVERY (2005)
 LD0716
 LD0716'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0717 ***********************************************************************
 LD0717  DESIGNATION -  GALESBURG ILL PWR AND L CO STK
 LD0717  PID         -  LD0717
 LD0717  STATE/COUNTY-  IL/KNOX
 LD0717  USGS QUAD   -  GALESBURG EAST (1982)
 LD0717
 LD0717                         *CURRENT SURVEY CONTROL
 LD0717  ___________________________________________________________________
 LD0717* NAD 83(1997)-  40 56 57.20052(N)    090 22 24.11671(W)     ADJUSTED  
 LD0717* NAVD 88     -                                                        
 LD0717  ___________________________________________________________________
 LD0717  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LD0717  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0717
 LD0717  HORZ ORDER  -  THIRD
 LD0717
 LD0717.The horizontal coordinates were established by classical geodetic methods
 LD0717.and adjusted by the National Geodetic Survey in October 1999..
 LD0717
 LD0717
 LD0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0717
 LD0717.The geoid height was determined by GEOID03.
 LD0717
 LD0717;                    North         East     Units Scale Factor Converg.
 LD0717;SPC IL W     -   475,407.402   682,597.013   MT  0.99994490   -0 08 07.7
 LD0717;SPC IL W     - 1,559,732.45  2,239,487.03   sFT  0.99994490   -0 08 07.7
 LD0717;UTM  15      - 4,536,442.818   721,084.468   MT  1.00020163   +1 43 19.8
 LD0717
 LD0717                          SUPERSEDED SURVEY CONTROL
 LD0717
 LD0717  NAD 83(1997)-  40 56 57.20036(N)    090 22 24.11713(W) AD(       ) 4
 LD0717  NAD 83(1986)-  40 56 57.20412(N)    090 22 24.13003(W) AD(       ) 4
 LD0717  NAD 27      -  40 56 57.06400(N)    090 22 23.65500(W) AD(       ) 3
 LD0717
 LD0717.Superseded values are not recommended for survey control.
 LD0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0717.See file dsdata.txt to determine how the superseded data were derived.
 LD0717
 LD0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2108436443(NAD 83)
 LD0717_MARKER: 63 = STACK
 LD0717
 LD0717  HISTORY     - Date     Condition        Report By
 LD0717  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0717  HISTORY     - 1959     GOOD             CGS
 LD0717  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LD0717  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0717  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0717
 LD0717                          STATION DESCRIPTION
 LD0717
 LD0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0717'THIS STATION IS THE STACK AT THE PLANT OF THE CENTRAL ILLINOIS
 LD0717'LIGHT COMPANY, IN THE CITY OF GALESBURG, LOCATED ON THE
 LD0717'E END OF THE POWERHOUSE, ABOUT 160 FEET W OF THE CENTER
 LD0717'LINE OF CEDAR STREET, ABOUT 85 FEET S OF THE S RAIL OF THE
 LD0717'ATCHISON, TOPEKA AND SANTA FE RAILROAD, AND ABOUT 320 FEET
 LD0717'N OF FERRIS STREET.  THE STACK ERECTED IN 1929, IS QUITE
 LD0717'PROMINENT.
 LD0717'
 LD0717'THE STACK IS A TALL CONCRETE STRUCTURE ABOUT 20 FEET IN
 LD0717'DIAMETER AT THE BASE, ABOUT 8 FEET IN DIAMETER AT THE TOP.
 LD0717'ABOUT 175 FEET HIGH.  IT IS BANDED BY METAL HOOPS AROUND
 LD0717'THE UPPER HALF OF THE STACK, AND HAS A SLIGHT COLLAR AT
 LD0717'THE TOP.
 LD0717
 LD0717                          STATION RECOVERY (1959)
 LD0717
 LD0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LD0717'STATION WAS RECOVERED AS DESCRIBED AND 1935 DESCRIPTION
 LD0717'IS ADEQUATE.
 LD0717'
 LD0717'A DIFFEREANCE WAS FOUND IN THE NAME OF STATION.  1959 NAME
 LD0717'IS ILLINOIS POWER AND LIGHT CO, STACK AND 1935 NAME IS CENTRAL
 LD0717'ILLINOIS LIGHT COMPANY, STACK.
 LD0717
 LD0717                          STATION RECOVERY (1965)
 LD0717
 LD0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JVT)
 LD0717'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LD0717'LOCAL INQUIRY VERIFIED THE STATION.  IT SHOULD BE NOTED
 LD0717'THAT THIS STATION WILL BE DESTROYED IN THE NEAR FUTURE.  ALL
 LD0717'THAT REMAINS AT THIS TIME IS THE STACK.
 LD0717
 LD0717                          STATION RECOVERY (1997)
 LD0717
 LD0717'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0717'MARK NOT FOUND.
 LD0717
 LD0717                          STATION RECOVERY (2005)
 LD0717
 LD0717'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0709 ***********************************************************************
 LD0709  DESIGNATION -  GALESBURG O E JOHNSON DEPT STORE TANK
 LD0709  PID         -  LD0709
 LD0709  STATE/COUNTY-  IL/KNOX
 LD0709  USGS QUAD   -  GALESBURG EAST (1982)
 LD0709
 LD0709                         *CURRENT SURVEY CONTROL
 LD0709  ___________________________________________________________________
 LD0709* NAD 83(1997)-  40 56 53.01157(N)    090 22 07.63636(W)     ADJUSTED  
 LD0709* NAVD 88     -                                                        
 LD0709  ___________________________________________________________________
 LD0709  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 LD0709  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0709
 LD0709  HORZ ORDER  -  THIRD
 LD0709
 LD0709.The horizontal coordinates were established by classical geodetic methods
 LD0709.and adjusted by the National Geodetic Survey in October 1999..
 LD0709
 LD0709
 LD0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0709
 LD0709.The geoid height was determined by GEOID03.
 LD0709
 LD0709;                    North         East     Units Scale Factor Converg.
 LD0709;SPC IL W     -   475,277.288   682,982.148   MT  0.99994474   -0 07 56.9
 LD0709;SPC IL W     - 1,559,305.57  2,240,750.60   sFT  0.99994474   -0 07 56.9
 LD0709;UTM  15      - 4,536,325.226   721,473.718   MT  1.00020375   +1 43 30.5
 LD0709
 LD0709                          SUPERSEDED SURVEY CONTROL
 LD0709
 LD0709  NAD 83(1997)-  40 56 53.01138(N)    090 22 07.63666(W) AD(       ) 4
 LD0709  NAD 83(1986)-  40 56 53.01480(N)    090 22 07.64926(W) AD(       ) 4
 LD0709  NAD 27      -  40 56 52.87500(N)    090 22 07.17900(W) AD(       ) 3
 LD0709
 LD0709.Superseded values are not recommended for survey control.
 LD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0709.See file dsdata.txt to determine how the superseded data were derived.
 LD0709
 LD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2147436325(NAD 83)
 LD0709_MARKER: 53 = ELEVATED TANK
 LD0709
 LD0709  HISTORY     - Date     Condition        Report By
 LD0709  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0709  HISTORY     - 1977     GOOD             NGS
 LD0709  HISTORY     - 19971126 MARK NOT FOUND   USPSQD
 LD0709  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0709
 LD0709                          STATION DESCRIPTION
 LD0709
 LD0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0709'THIS STATION IS THE BLACK TANK OF THE O.E. JOHNSON DEPARTMENT
 LD0709'STORE, LOCATED AT THE NE CORNER OF EAST MAIN AND CHERRY
 LD0709'STREETS, IN THE CITY OF GALESBURG, ON THE S SIDE OF THE
 LD0709'BUILDING.  THE TANK ERECTED IN 1925, IS NOT ESPECIALLY PROMINENT,
 LD0709'BUT IS THE ONLY ONE IN THE CITY.
 LD0709'
 LD0709'THE BUILDING IS ABOUT 80 FEET HIGH.  THE TANK HAS FOUR STRAIGHT
 LD0709'I-BEAM LEGS ABOUT 20 FEET HIGH.  THE VERTICAL SECTION SETS
 LD0709'ON AN OCTAGONAL RAILED BASE, IS ABOUT 25 FEET HIGH, AND
 LD0709'IS A BLACK HOOPED WOODEN STRUCTURE.  THE FLAT CONICAL ROOF
 LD0709'HAS A BALL AT ITS APEX.  THERE IS A LADDER ON THE E SIDE
 LD0709'OF THE TANK WHICH LOOPS UP OVER THE TOP.
 LD0709
 LD0709                          STATION RECOVERY (1977)
 LD0709
 LD0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 LD0709'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE BALL AT ITS
 LD0709'APEX HAS BEEN REMOVED.
 LD0709'
 LD0709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALESBURG.
 LD0709
 LD0709                          STATION RECOVERY (1997)
 LD0709
 LD0709'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0709'MARK NOT FOUND.
 LD0709
 LD0709                          STATION RECOVERY (2005)
 LD0709
 LD0709'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0715 ***********************************************************************
 LD0715  DESIGNATION -  GALESBURG RAD STA WGIL MAST
 LD0715  PID         -  LD0715
 LD0715  STATE/COUNTY-  IL/KNOX
 LD0715  USGS QUAD   -  GALESBURG EAST (1982)
 LD0715
 LD0715                         *CURRENT SURVEY CONTROL
 LD0715  ___________________________________________________________________
 LD0715* NAD 83(1997)-  40 56 33.68939(N)    090 20 39.20645(W)     ADJUSTED  
 LD0715* NAVD 88     -                                                        
 LD0715  ___________________________________________________________________
 LD0715  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 LD0715  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0715
 LD0715  HORZ ORDER  -  THIRD
 LD0715
 LD0715.The horizontal coordinates were established by classical geodetic methods
 LD0715.and adjusted by the National Geodetic Survey in October 1999..
 LD0715
 LD0715
 LD0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0715
 LD0715.The geoid height was determined by GEOID03.
 LD0715
 LD0715;                    North         East     Units Scale Factor Converg.
 LD0715;SPC IL W     -   474,676.780   685,049.124   MT  0.99994393   -0 06 58.9
 LD0715;SPC IL W     - 1,557,335.40  2,247,532.00   sFT  0.99994393   -0 06 58.9
 LD0715;UTM  15      - 4,535,791.892   723,559.626   MT  1.00021518   +1 44 27.8
 LD0715
 LD0715                          SUPERSEDED SURVEY CONTROL
 LD0715
 LD0715  NAD 83(1997)-  40 56 33.68906(N)    090 20 39.20670(W) AD(       ) 4
 LD0715  NAD 83(1986)-  40 56 33.69278(N)    090 20 39.21888(W) AD(       ) 4
 LD0715  NAD 27      -  40 56 33.55800(N)    090 20 38.76100(W) AD(       ) 3
 LD0715
 LD0715.Superseded values are not recommended for survey control.
 LD0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0715.See file dsdata.txt to determine how the superseded data were derived.
 LD0715
 LD0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2356035792(NAD 83)
 LD0715_MARKER: 42 = RADIO/TV MAST
 LD0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0715+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 LD0715
 LD0715  HISTORY     - Date     Condition        Report By
 LD0715  HISTORY     - 1959     FIRST OBSERVED   CGS
 LD0715  HISTORY     - 1977     GOOD             NGS
 LD0715  HISTORY     - 19971126 GOOD             USPSQD
 LD0715  HISTORY     - 20050126 GOOD             USPSQD
 LD0715
 LD0715                          STATION DESCRIPTION
 LD0715
 LD0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0715'STATION IS LOCATED IN THE WEST-SOUTHWEST SECTION OF GALESBURG
 LD0715'AND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY NO. 150.
 LD0715'
 LD0715'IT IS A STEEL STRUCTURE PAINTED RED AND WHITE AND 355 FEET
 LD0715'HIGH.
 LD0715'
 LD0715'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 LD0715'
 LD0715'TO REACH FROM THE POST OFFICE IN GALESBURG, GO EAST THEN
 LD0715'SOUTHEAST ON U.S. HIGHWAY NO. 150 FOR 1.2 MILES TO JUNCTION
 LD0715'OF GRAND AVENUE (U.S. HIGHWAY 150) AND S. FARNHAM STREET.
 LD0715'TURN LEFT (NORTH) ON S. FARNHAM STREET 0.15 MILE TO A SIDE
 LD0715'ROAD RIGHT, TURN RIGHT (EAST) 0.05 MILE TO DRIVE WAY ON THE
 LD0715'RIGHT, TURN RIGHT (SOUTH) 0.05 MILE TO THE STATION.
 LD0715
 LD0715                          STATION RECOVERY (1977)
 LD0715
 LD0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 LD0715'RECOVERED AS DESCRIBED.
 LD0715'
 LD0715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALESBURG.
 LD0715
 LD0715                          STATION RECOVERY (1997)
 LD0715
 LD0715'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0715'RECOVERED IN GOOD CONDITION.
 LD0715
 LD0715                          STATION RECOVERY (2005)
 LD0715
 LD0715'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0710 ***********************************************************************
 LD0710  DESIGNATION -  GALESBURG SEMINARY ST MUN TK
 LD0710  PID         -  LD0710
 LD0710  STATE/COUNTY-  IL/KNOX
 LD0710  USGS QUAD   -  GALESBURG EAST (1982)
 LD0710
 LD0710                         *CURRENT SURVEY CONTROL
 LD0710  ___________________________________________________________________
 LD0710* NAD 83(1997)-  40 56 26.29145(N)    090 21 51.45668(W)     ADJUSTED  
 LD0710* NAVD 88     -                                                        
 LD0710  ___________________________________________________________________
 LD0710  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 LD0710  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0710
 LD0710  HORZ ORDER  -  THIRD
 LD0710
 LD0710.The horizontal coordinates were established by classical geodetic methods
 LD0710.and adjusted by the National Geodetic Survey in October 1999..
 LD0710
 LD0710
 LD0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0710
 LD0710.The geoid height was determined by GEOID03.
 LD0710
 LD0710;                    North         East     Units Scale Factor Converg.
 LD0710;SPC IL W     -   474,452.208   683,358.693   MT  0.99994458   -0 07 46.2
 LD0710;SPC IL W     - 1,556,598.62  2,241,985.98   sFT  0.99994458   -0 07 46.2
 LD0710;UTM  15      - 4,535,512.574   721,876.914   MT  1.00020595   +1 43 40.2
 LD0710
 LD0710                          SUPERSEDED SURVEY CONTROL
 LD0710
 LD0710  NAD 83(1997)-  40 56 26.29123(N)    090 21 51.45699(W) AD(       ) 4
 LD0710  NAD 83(1986)-  40 56 26.29471(N)    090 21 51.46918(W) AD(       ) 4
 LD0710  NAD 27      -  40 56 26.15800(N)    090 21 51.00100(W) AD(       ) 3
 LD0710
 LD0710.Superseded values are not recommended for survey control.
 LD0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0710.See file dsdata.txt to determine how the superseded data were derived.
 LD0710
 LD0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2187735513(NAD 83)
 LD0710_MARKER: 53 = ELEVATED TANK
 LD0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0710+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 LD0710
 LD0710  HISTORY     - Date     Condition        Report By
 LD0710  HISTORY     - 1959     FIRST OBSERVED   CGS
 LD0710  HISTORY     - 1977     GOOD             NGS
 LD0710  HISTORY     - 19971126 GOOD             USPSQD
 LD0710  HISTORY     - 20050126 GOOD             USPSQD
 LD0710
 LD0710                          STATION DESCRIPTION
 LD0710
 LD0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0710'THE STATION IS LOCATED IN GALESBURG ON E. SEMINARY STREET
 LD0710'0.1 MILE SOUTH OF BROOKS STREET.
 LD0710'
 LD0710'THE STATION IS THE TOP AND CENTER OF THE FINIAL AT THE TOP
 LD0710'OF A LARGE SQUATY TANK WHICH IS SUPPORTED BY 8 LEGS.  THE
 LD0710'TANK IS 136 FEET HIGH AND HAS A LARGE CENTER PIPE FROM THE
 LD0710'BASE OF THE TANK TO THE GROUND.
 LD0710
 LD0710                          STATION RECOVERY (1977)
 LD0710
 LD0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 LD0710'RECOVERED AS DESCRIBED.
 LD0710'
 LD0710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALESBURG.
 LD0710
 LD0710                          STATION RECOVERY (1997)
 LD0710
 LD0710'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0710'RECOVERED IN GOOD CONDITION.
 LD0710
 LD0710                          STATION RECOVERY (2005)
 LD0710
 LD0710'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0719 ***********************************************************************
 LD0719  DESIGNATION -  GALESBURG WESTERN ICE CO STACK
 LD0719  PID         -  LD0719
 LD0719  STATE/COUNTY-  IL/KNOX
 LD0719  USGS QUAD   -  GALESBURG EAST (1982)
 LD0719
 LD0719                         *CURRENT SURVEY CONTROL
 LD0719  ___________________________________________________________________
 LD0719* NAD 83(1997)-  40 56 39.38936(N)    090 21 47.29309(W)     ADJUSTED  
 LD0719* NAVD 88     -                                                        
 LD0719  ___________________________________________________________________
 LD0719  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LD0719  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0719
 LD0719  HORZ ORDER  -  THIRD
 LD0719
 LD0719.The horizontal coordinates were established by classical geodetic methods
 LD0719.and adjusted by the National Geodetic Survey in October 1999..
 LD0719
 LD0719
 LD0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0719
 LD0719.The geoid height was determined by GEOID03.
 LD0719
 LD0719;                    North         East     Units Scale Factor Converg.
 LD0719;SPC IL W     -   474,856.009   683,456.989   MT  0.99994454   -0 07 43.5
 LD0719;SPC IL W     - 1,557,923.42  2,242,308.47   sFT  0.99994454   -0 07 43.5
 LD0719;UTM  15      - 4,535,919.455   721,962.093   MT  1.00020642   +1 43 43.3
 LD0719
 LD0719                          SUPERSEDED SURVEY CONTROL
 LD0719
 LD0719  NAD 83(1997)-  40 56 39.38911(N)    090 21 47.29324(W) AD(       ) 4
 LD0719  NAD 83(1986)-  40 56 39.39287(N)    090 21 47.30629(W) AD(       ) 4
 LD0719  NAD 27      -  40 56 39.25700(N)    090 21 46.83900(W) AD(       ) 3
 LD0719
 LD0719.Superseded values are not recommended for survey control.
 LD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0719.See file dsdata.txt to determine how the superseded data were derived.
 LD0719
 LD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2196235919(NAD 83)
 LD0719_MARKER: 63 = STACK
 LD0719
 LD0719  HISTORY     - Date     Condition        Report By
 LD0719  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0719  HISTORY     - 1977     GOOD             NGS
 LD0719  HISTORY     - 19971126 GOOD             USPSQD
 LD0719  HISTORY     - 20050126 MARK NOT FOUND   USPSQD
 LD0719
 LD0719                          STATION DESCRIPTION
 LD0719
 LD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0719'THIS STATION IS THE STACK AT THE PLANT OF THE WESTERN ICE
 LD0719'COMPANY, IN THE CITY OF GALESBURG, LOCATED ON THE N END
 LD0719'OF THE PLANT, ABOUT 220 FEET E OF THE CHICAGO, BURLINGTON
 LD0719'AND QUINCY RAILROAD, AND ABOUT 415 FEET S OF THE INTERSECTION
 LD0719'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AND CHAMBERS
 LD0719'STREET.  THE STACK ERECTED IN 1919, IS FAIRLY PROMINENT.
 LD0719'
 LD0719'THE STACK IS A TALL WHITE CONCRETE STRUCTURE, ABOUT 10 FEET
 LD0719'IN DIAMETER AT THE BASE, ABOUT 6 FEET IN DIAMETER AT THE
 LD0719'TOP, AND ABOUT 160 FEET HIGH.  THE UPPER PART OF THE STACK
 LD0719'IS BANDED WITH METAL HOOPS.  THE STACK HAS A SLIGHT FLAIR
 LD0719'AT THE TOP.
 LD0719
 LD0719                          STATION RECOVERY (1977)
 LD0719
 LD0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WTM)
 LD0719'RECOVERED AS DESCRIBED.
 LD0719'
 LD0719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALESBURG.
 LD0719
 LD0719                          STATION RECOVERY (1997)
 LD0719
 LD0719'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0719'RECOVERED IN GOOD CONDITION.
 LD0719
 LD0719                          STATION RECOVERY (2005)
 LD0719
 LD0719'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 LD0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0633 ***********************************************************************
 NH0633  DESIGNATION -  GALLATIN RM
 NH0633  PID         -  NH0633
 NH0633  STATE/COUNTY-  IL/OGLE
 NH0633  USGS QUAD   -  KINGS (1993)
 NH0633
 NH0633                         *CURRENT SURVEY CONTROL
 NH0633  ___________________________________________________________________
 NH0633* NAD 83(1986)-  42 02 43.     (N)    089 05 44.     (W)     SCALED    
 NH0633* NAVD 88     -       269.393  (meters)     883.83   (feet)  ADJUSTED  
 NH0633  ___________________________________________________________________
 NH0633  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NH0633  DYNAMIC HT  -         269.303 (meters)     883.54  (feet)  COMP
 NH0633  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 NH0633
 NH0633  VERT ORDER  -  FIRST     CLASS I
 NH0633
 NH0633.The horizontal coordinates were scaled from a topographic map and have
 NH0633.an estimated accuracy of +/- 6 seconds.
 NH0633
 NH0633.The orthometric height was determined by differential leveling
 NH0633.and adjusted by the National Geodetic Survey in June 1991..
 NH0633
 NH0633.The geoid height was determined by GEOID03.
 NH0633
 NH0633.The dynamic height is computed by dividing the NAVD 88
 NH0633.geopotential number by the normal gravity value computed on the
 NH0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0633.degrees latitude (g = 980.6199 gals.).
 NH0633
 NH0633.The modeled gravity was interpolated from observed gravity values.
 NH0633
 NH0633;                    North         East    Units  Estimated Accuracy
 NH0633;SPC IL W     -   597,670.      788,680.      MT  (+/- 180 meters Scaled)
 NH0633
 NH0633                          SUPERSEDED SURVEY CONTROL
 NH0633
 NH0633  NGVD 29 (??/??/92)  269.426  (m)          883.94   (f) ADJ UNCH    1 1
 NH0633
 NH0633.Superseded values are not recommended for survey control.
 NH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0633.See file dsdata.txt to determine how the superseded data were derived.
 NH0633
 NH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM265569(NAD 83)
 NH0633_MARKER: DR = REFERENCE MARK DISK
 NH0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0633_STAMPING: GALLITAN 883.942 1920
 NH0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0633+STABILITY: SURFACE MOTION
 NH0633
 NH0633  HISTORY     - Date     Condition        Report By
 NH0633  HISTORY     - 1920     MONUMENTED       CGS
 NH0633  HISTORY     - 1969     GOOD             NGS
 NH0633  HISTORY     - 19960514 MARK NOT FOUND   USPSQD
 NH0633  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0633  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0633
 NH0633                          STATION DESCRIPTION
 NH0633
 NH0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0633'1.2 MI S FROM HOLCOMB.
 NH0633'ABOUT 1.25 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0633'RAILROAD FROM THE STATION AT HOLCOMB, 118 YARDS SOUTH OF MILEPOST
 NH0633'8, 256 FEET NORTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 NH0633'AND A PAVED ROAD WHICH LEADS EAST, 64 FEET WEST AND ACROSS A
 NH0633'GRAVELED ROAD FROM THE WEST RAIL OF THE MAIN TRACK, 23 FEET
 NH0633'WEST OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET NORTH OF A
 NH0633'POWER POLE, 376 FEET NORTHWEST OF BENCH MARK F 223, ABOUT LEVEL
 NH0633'WITH THE ROAD, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND
 NH0633'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 NH0633'OF THE GROUND.  SEC 10, T41N, R1E.  NOTE-- THE POST IS LEANING
 NH0633'SLIGHTLY BUT IT IS SOLID.
 NH0633
 NH0633                          STATION RECOVERY (1996)
 NH0633
 NH0633'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0633'MARK NOT FOUND.
 NH0633
 NH0633                          STATION RECOVERY (2001)
 NH0633
 NH0633'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0633'MARK NOT FOUND.
 NH0633
 NH0633                          STATION RECOVERY (2004)
 NH0633
 NH0633'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0108 ***********************************************************************
 KB0108  DESIGNATION -  GALTON
 KB0108  PID         -  KB0108
 KB0108  STATE/COUNTY-  IL/DOUGLAS
 KB0108  USGS QUAD   -  ARCOLA (1983)
 KB0108
 KB0108                         *CURRENT SURVEY CONTROL
 KB0108  ___________________________________________________________________
 KB0108* NAD 83(1997)-  39 43 27.75537(N)    088 17 40.44611(W)     ADJUSTED  
 KB0108* NAVD 88     -       197.766  (meters)     648.84   (feet)  ADJUSTED  
 KB0108  ___________________________________________________________________
 KB0108  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 KB0108  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0108  DYNAMIC HT  -         197.659 (meters)     648.49  (feet)  COMP
 KB0108  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 KB0108
 KB0108  HORZ ORDER  -  SECOND
 KB0108  VERT ORDER  -  SECOND    CLASS 0
 KB0108
 KB0108.The horizontal coordinates were established by classical geodetic methods
 KB0108.and adjusted by the National Geodetic Survey in October 1999..
 KB0108
 KB0108.The orthometric height was determined by differential leveling
 KB0108.and adjusted by the National Geodetic Survey in June 1991..
 KB0108
 KB0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0108
 KB0108.The geoid height was determined by GEOID03.
 KB0108
 KB0108.The dynamic height is computed by dividing the NAVD 88
 KB0108.geopotential number by the normal gravity value computed on the
 KB0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0108.degrees latitude (g = 980.6199 gals.).
 KB0108
 KB0108.The modeled gravity was interpolated from observed gravity values.
 KB0108
 KB0108;                    North         East     Units Scale Factor Converg.
 KB0108;SPC IL E     -   339,398.771   303,323.478   MT  0.99997514   +0 01 29.2
 KB0108;SPC IL E     - 1,113,510.80    995,153.78   sFT  0.99997514   +0 01 29.2
 KB0108;UTM  16      - 4,397,967.560   389,051.275   MT  0.99975155   -0 49 38.8
 KB0108
 KB0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0108!SPC IL E     -   0.99997401  x   0.99997514  =   0.99994915
 KB0108!UTM  16      -   0.99997401  x   0.99975155  =   0.99972557
 KB0108
 KB0108|---------------------------------------------------------------------|
 KB0108| PID    Reference Object                     Distance      Geod. Az  |
 KB0108|                                                           dddmmss.s |
 KB0108| KB0106 GALTON RM 1                          15.390 METERS 09103     |
 KB0108| KB1164 ARCOLA MUNICIPAL TANK 1980          APPROX. 4.4 KM 1944707.2 |
 KB0108| KB1163 BOURBON TRUNKLN GAS MICROWAVE       APPROX. 6.6 KM 2570050.7 |
 KB0108| KB0107 GALTON RM 2                          14.963 METERS 27005     |
 KB0108| CI7443 GALTON AZ MK                                       2713321.7 |
 KB0108|---------------------------------------------------------------------|
 KB0108
 KB0108                          SUPERSEDED SURVEY CONTROL
 KB0108
 KB0108  NAD 83(1997)-  39 43 27.75478(N)    088 17 40.44381(W) AD(       ) 2
 KB0108  NAD 83(1986)-  39 43 27.76695(N)    088 17 40.44074(W) AD(       ) 2
 KB0108  NAD 27      -  39 43 27.65180(N)    088 17 40.27050(W) AD(       ) 2
 KB0108  NGVD 29 (??/??/92)  197.843  (m)          649.09   (f) ADJ UNCH    2 0
 KB0108
 KB0108.Superseded values are not recommended for survey control.
 KB0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0108.See file dsdata.txt to determine how the superseded data were derived.
 KB0108
 KB0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8905197968(NAD 83)
 KB0108_MARKER: DS = TRIANGULATION STATION DISK
 KB0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0108_STAMPING: GALTON 1959
 KB0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0108+STABILITY: SURFACE MOTION
 KB0108
 KB0108  HISTORY     - Date     Condition        Report By
 KB0108  HISTORY     - 1959     MONUMENTED       CGS
 KB0108  HISTORY     - 1972     GOOD             NGS
 KB0108  HISTORY     - 1972     GOOD             NGS
 KB0108  HISTORY     - 1973     GOOD             ILHD
 KB0108
 KB0108                          STATION DESCRIPTION
 KB0108
 KB0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0108'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF TUSCOLA,
 KB0108'ABOUT 2.5 MILES NORTH OF ARCOLA AND ABOUT 0.5 MILE EAST OF
 KB0108'U.S.HIGHWAY 45.
 KB0108'
 KB0108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 KB0108'HIGHWAY 133 IN THE SOUTH EDGE OF ARCOLA, GO NORTH ON U.S. HIGHWAY
 KB0108'45 FOR 3.0 MILES TO CROSSROADS, TURN RIGHT AND GO EAST ACROSS
 KB0108'RAILROAD TRACKS FOR 0.05 MILE, BEAR RIGHT THEN LEFT TO THE
 KB0108'AZIMUTH MARK ON LEFT IN A CONCRETE CULVERT ABUTMENT AS DESCRIBED.
 KB0108'CONTINUE EAST FOR 0.4 MILE TO THE STATION ON THE RIGHT AS
 KB0108'DESCRIBED.
 KB0108'
 KB0108'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A 10 X 10
 KB0108'INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED GALTON
 KB0108'1959. IT IS 52 FEET EAST OF WITNESS POST, 20 FEET SOUTH OF THE
 KB0108'APPROXIMATE CENTER OF ROAD AND 1 FOOT NORTH OF FENCE.
 KB0108'
 KB0108'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB0108'A 10 X 10 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED
 KB0108'GALTON NO 1 1959. IT IS 49 FEET EAST OF TELEPHONE POLE, 20 FEET SOUTH
 KB0108'OF THE APPROXIMATE CENTER OF ROAD AND 1 FOOT NORTH OF FENCE.
 KB0108'
 KB0108'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB0108'A 10 X 10 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED
 KB0108'GALTON NO 2 1959. IT IS 52 FEET EAST OF WITNESS POST, 20 FEET SOUTH
 KB0108'OF THE APPROXIMATE CENTER OF ROAD AND 1 FOOT NORTH OF FENCE.
 KB0108'
 KB0108'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A CONCRETE
 KB0108'CULVERT ABUTMENT AND THE DISK IS STAMPED GALTON 1959. IT IS 23
 KB0108'FEET NORTH OF THE APPROXIMATE CENTER OF ROAD, 17 FEET EAST OF THE
 KB0108'APPROXIMATE CENTER OF ROAD, 1.7 FEET SOUTHEAST OF WITNESS POST AND
 KB0108'IS AT THE NORTH END OF SMALL CONCRETE CULVERT ABUTMENT.
 KB0108'
 KB0108'HEIGHT OF LIGHT ABOVE STATION MARK 3.63 METERS.
 KB0108
 KB0108                          STATION RECOVERY (1972)
 KB0108
 KB0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KB0108'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 KB0108'ALL OBJECTS CHECKED AS DID THE DIRECTION TO THE REFERENCE MARKS.
 KB0108'A NEW DESCRIPTION FOLLOWS.
 KB0108'
 KB0108'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF TUSCOLA, 2 FEET
 KB0108'NORTHEAST OF A METAL WITNESS POST, 20 FEET SOUTH OF THE CENTERLINE
 KB0108'OF ROAD AND 377 FEET WEST OF THE DEAD END OF ROAD AND A METAL GUARD
 KB0108'RAIL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GALTON 1959.
 KB0108'
 KB0108'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 KB0108'HIGHWAY 133 AT ARCOLA, GO NORTH ON HIGHWAY 45 FOR 3.0 MILES TO A
 KB0108'CROSSROAD.  TURN RIGHT AND GO EAST ACROSS RAILROAD TRACKS FOR 0.05
 KB0108'MILE.  BEAR RIGHT THEN LEFT ON PAVED ROAD TO THE AZIMUTH MARK ON
 KB0108'THE LEFT.  CONTINUE EAST ON THE OILED ROAD FOR 0.4 MILE TO THE
 KB0108'STATION ON THE RIGHT.
 KB0108'
 KB0108'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST, 20 FEET
 KB0108'SOUTH OF THE CENTERLINE OF THE ROAD AND 327 FEET WEST OF THE GUARD
 KB0108'RAIL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GALTON NO 1
 KB0108'1959.
 KB0108'
 KB0108'REFERENCE MARK 2 IS 1 FOOT EAST OF A METAL WITNESS POST, 20 FEET
 KB0108'SOUTH OF THE CENTERLINE OF THE ROAD AND 426 FEET WEST OF THE GUARD
 KB0108'RAIL.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GALTON NO 2
 KB0108'1972.
 KB0108'
 KB0108'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GALTON 1959, SET IN A
 KB0108'DRILL HOLE IN THE NORTH END AND TOP OF A CONCRETE HEADWALL OF A
 KB0108'4 FOOT BOX CULVERT, 23 FEET NORTH OF THE CENTERLINE OF ROAD EAST,
 KB0108'17 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 2 FEET
 KB0108'SOUTHEAST OF A METAL WITNESS POST.
 KB0108'
 KB0108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 KB0108'NORTH OF ARCOLA.
 KB0108'
 KB0108'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB0108
 KB0108                          STATION RECOVERY (1972)
 KB0108
 KB0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KB0108'2.5 MI N FROM ARCOLA.
 KB0108'3.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH
 KB0108'STATE HIGHWAY 133, THENCE EAST ACROSS RAILROAD FOR 0.05 MILE,
 KB0108'THENCE SOUTH AND EAST ON PAVED ROAD 0.4 MILE TO THE MARK ON THE
 KB0108'RIGHT, 2 FEET NORTHEAST OF A METAL WITNESS POST, 20 FEET SOUTH
 KB0108'OF THE CENTERLINE OF THE ROAD, 377 FEET WEST OF DEAD END ROAD AND
 KB0108'A METAL GUARD RAIL, SET IN THE TOP OF A SQUARE CONCRETE POST
 KB0108'FLUSH WITH THE GROUND.  NOTE-- APPROX. 0.10 M OF I 57 ON
 KB0108'ABANDONED ROAD.
 KB0108
 KB0108                          STATION RECOVERY (1973)
 KB0108
 KB0108'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0106 ***********************************************************************
 KB0106  DESIGNATION -  GALTON RM 1
 KB0106  PID         -  KB0106
 KB0106  STATE/COUNTY-  IL/DOUGLAS
 KB0106  USGS QUAD   -  ARCOLA (1983)
 KB0106
 KB0106                         *CURRENT SURVEY CONTROL
 KB0106  ___________________________________________________________________
 KB0106* NAD 83(1986)-  39 43 27.     (N)    088 17 40.     (W)     SCALED    
 KB0106* NAVD 88     -       197.712  (meters)     648.66   (feet)  ADJUSTED  
 KB0106  ___________________________________________________________________
 KB0106  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0106  DYNAMIC HT  -         197.605 (meters)     648.31  (feet)  COMP
 KB0106  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 KB0106
 KB0106  VERT ORDER  -  SECOND    CLASS 0
 KB0106
 KB0106.The horizontal coordinates were scaled from a topographic map and have
 KB0106.an estimated accuracy of +/- 6 seconds.
 KB0106
 KB0106.The orthometric height was determined by differential leveling
 KB0106.and adjusted by the National Geodetic Survey in June 1991..
 KB0106
 KB0106.The geoid height was determined by GEOID03.
 KB0106
 KB0106.The dynamic height is computed by dividing the NAVD 88
 KB0106.geopotential number by the normal gravity value computed on the
 KB0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0106.degrees latitude (g = 980.6199 gals.).
 KB0106
 KB0106.The modeled gravity was interpolated from observed gravity values.
 KB0106
 KB0106;                    North         East    Units  Estimated Accuracy
 KB0106;SPC IL E     -   339,380.      303,330.      MT  (+/- 180 meters Scaled)
 KB0106
 KB0106                          SUPERSEDED SURVEY CONTROL
 KB0106
 KB0106  NGVD 29 (??/??/92)  197.788  (m)          648.91   (f) ADJ UNCH    2 0
 KB0106
 KB0106.Superseded values are not recommended for survey control.
 KB0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0106.See file dsdata.txt to determine how the superseded data were derived.
 KB0106
 KB0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ890979(NAD 83)
 KB0106_MARKER: DR = REFERENCE MARK DISK
 KB0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0106_STAMPING: GALTON NO 1 1959
 KB0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0106+STABILITY: SURFACE MOTION
 KB0106
 KB0106  HISTORY     - Date     Condition        Report By
 KB0106  HISTORY     - 1959     MONUMENTED       CGS
 KB0106  HISTORY     - 1972     GOOD             NGS
 KB0106  HISTORY     - 1973     GOOD             ILHD
 KB0106
 KB0106                          STATION DESCRIPTION
 KB0106
 KB0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KB0106'2.5 MI N FROM ARCOLA.
 KB0106'3.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH
 KB0106'STATE HIGHWAY 133 AT ARCOLA, THENCE EAST ACROSS RAILROAD TRACKS,
 KB0106'0.05 MILE, THENCE SOUTH AND EAST ON PAVED ROAD FOR 0.4 MILE TO
 KB0106'THE MARK ON THE RIGHT, 1 FOOT WEST OF A METAL WITNESS POST, 20
 KB0106'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 327 FEET WEST OF DEAD
 KB0106'END OF ROAD AND METAL GUARD RAIL, SET IN THE TOP OF A SQUARE
 KB0106'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- APPROX. 0.10 M W OF
 KB0106'I 57 ON ABANDONED ROAD.
 KB0106
 KB0106                          STATION RECOVERY (1973)
 KB0106
 KB0106'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0107 ***********************************************************************
 KB0107  DESIGNATION -  GALTON RM 2
 KB0107  PID         -  KB0107
 KB0107  STATE/COUNTY-  IL/DOUGLAS
 KB0107  USGS QUAD   -  ARCOLA (1983)
 KB0107
 KB0107                         *CURRENT SURVEY CONTROL
 KB0107  ___________________________________________________________________
 KB0107* NAD 83(1986)-  39 43 27.     (N)    088 17 40.     (W)     SCALED    
 KB0107* NAVD 88     -       197.769  (meters)     648.85   (feet)  ADJUSTED  
 KB0107  ___________________________________________________________________
 KB0107  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0107  DYNAMIC HT  -         197.662 (meters)     648.50  (feet)  COMP
 KB0107  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 KB0107
 KB0107  VERT ORDER  -  SECOND    CLASS 0
 KB0107
 KB0107.The horizontal coordinates were scaled from a topographic map and have
 KB0107.an estimated accuracy of +/- 6 seconds.
 KB0107
 KB0107.The orthometric height was determined by differential leveling
 KB0107.and adjusted by the National Geodetic Survey in June 1991..
 KB0107
 KB0107.The geoid height was determined by GEOID03.
 KB0107
 KB0107.The dynamic height is computed by dividing the NAVD 88
 KB0107.geopotential number by the normal gravity value computed on the
 KB0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0107.degrees latitude (g = 980.6199 gals.).
 KB0107
 KB0107.The modeled gravity was interpolated from observed gravity values.
 KB0107
 KB0107;                    North         East    Units  Estimated Accuracy
 KB0107;SPC IL E     -   339,380.      303,330.      MT  (+/- 180 meters Scaled)
 KB0107
 KB0107                          SUPERSEDED SURVEY CONTROL
 KB0107
 KB0107  NGVD 29 (??/??/92)  197.846  (m)          649.10   (f) ADJ UNCH    2 0
 KB0107
 KB0107.Superseded values are not recommended for survey control.
 KB0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0107.See file dsdata.txt to determine how the superseded data were derived.
 KB0107
 KB0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ890979(NAD 83)
 KB0107_MARKER: DR = REFERENCE MARK DISK
 KB0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0107_STAMPING: GALTON NO 2 1959
 KB0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0107+STABILITY: SURFACE MOTION
 KB0107
 KB0107  HISTORY     - Date     Condition        Report By
 KB0107  HISTORY     - 1959     MONUMENTED       CGS
 KB0107  HISTORY     - 1972     GOOD             NGS
 KB0107  HISTORY     - 1973     GOOD             ILHD
 KB0107
 KB0107                          STATION DESCRIPTION
 KB0107
 KB0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KB0107'2.5 MI N FROM ARCOLA.
 KB0107'3.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH
 KB0107'STATE HIGHWAY 133 AT ARCOLA, THENCE EAST ACROSS RAILROAD TRACKS,
 KB0107'THENCE SOUTH AND EAST ON PAVED ROAD FOR 0.4 MILE TO THE MARK ON
 KB0107'THE RIGHT, 1 FOOT EAST OF A METAL WITNESS POST, 20 FEET SOUTH OF
 KB0107'THE CENTERLINE OF THE ROAD, 426 FEET WEST OF THE DEAD END OF
 KB0107'ROAD AND A METAL GUARD RAIL, SET IN THE TOP OF A SQUARE CONCRETE
 KB0107'POST FLUSH WITH THE GROUND.  NOTE-- APPROX. 0.10 M W OF I 57
 KB0107'ON ABANDONED ROAD.
 KB0107
 KB0107                          STATION RECOVERY (1973)
 KB0107
 KB0107'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1647 ***********************************************************************
 NH1647  DESIGNATION -  GALTPORT
 NH1647  PID         -  NH1647
 NH1647  STATE/COUNTY-  IL/MCHENRY
 NH1647  USGS QUAD   -  HEBRON (1972)
 NH1647
 NH1647                         *CURRENT SURVEY CONTROL
 NH1647  ___________________________________________________________________
 NH1647* NAD 83(1997)-  42 24 07.29376(N)    088 22 48.44694(W)     ADJUSTED  
 NH1647* NAVD 88     -       267.0    (meters)     876.     (feet)  GPS OBS   
 NH1647  ___________________________________________________________________
 NH1647  X           -     133,346.971 (meters)                     COMP
 NH1647  Y           -  -4,715,289.058 (meters)                     COMP
 NH1647  Z           -   4,278,841.661 (meters)                     COMP
 NH1647  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 NH1647  ELLIP HEIGHT-         232.99  (meters)          (02/03/05) GPS OBS
 NH1647  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NH1647
 NH1647  HORZ ORDER  -  FIRST
 NH1647  ELLP ORDER  -  FOURTH    CLASS II
 NH1647
 NH1647.This mark is at Galt Airport (10C)
 NH1647
 NH1647.The horizontal coordinates were established by GPS observations
 NH1647.and adjusted by the National Geodetic Survey in April 2001..
 NH1647
 NH1647.The orthometric height was determined by GPS observations and a
 NH1647.high-resolution geoid model.
 NH1647
 NH1647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1647
 NH1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1647
 NH1647.The ellipsoidal height was determined by GPS observations
 NH1647.and is referenced to NAD 83.
 NH1647
 NH1647.The geoid height was determined by GEOID03.
 NH1647
 NH1647;                    North         East     Units Scale Factor Converg.
 NH1647;SPC IL E     -   636,758.476   296,147.938   MT  0.99997518   -0 01 53.6
 NH1647;SPC IL E     - 2,089,098.43    971,612.03   sFT  0.99997518   -0 01 53.6
 NH1647;UTM  16      - 4,695,336.799   386,422.651   MT  0.99975872   -0 55 50.7
 NH1647
 NH1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1647!SPC IL E     -   0.99996346  x   0.99997518  =   0.99993864
 NH1647!UTM  16      -   0.99996346  x   0.99975872  =   0.99972219
 NH1647
 NH1647:                Primary Azimuth Mark                     Grid Az
 NH1647:SPC IL E     -  GALTPORT AZ MK                           089 49 30.5
 NH1647:UTM  16      -  GALTPORT AZ MK                           090 43 27.6
 NH1647
 NH1647|---------------------------------------------------------------------|
 NH1647| PID    Reference Object                     Distance      Geod. Az  |
 NH1647|                                                           dddmmss.s |
 NH1647| NH1648 GALTPORT AZ MK                      APPROX. 0.5 KM 0894736.9 |
 NH1647|---------------------------------------------------------------------|
 NH1647
 NH1647                          SUPERSEDED SURVEY CONTROL
 NH1647
 NH1647  ELLIP H (04/23/01)  233.03   (m)                       GP(       ) 3 1
 NH1647  NAD 83(1997)-  42 24 07.29288(N)    088 22 48.44878(W) AD(       ) 1
 NH1647  ELLIP H (10/21/99)  233.04   (m)                       GP(       ) 4 1
 NH1647  NAD 83(1997)-  42 24 07.29261(N)    088 22 48.44832(W) AD(       ) 1
 NH1647  NAD 83(1997)-  42 24 07.29047(N)    088 22 48.45172(W) AD(       ) 1
 NH1647  ELLIP H (11/21/91)  233.03   (m)                       GP(       ) 4 1
 NH1647  NAD 83(1986)-  42 24 07.28825(N)    088 22 48.45974(W) AD(       ) 1
 NH1647  NGVD 29 (06/25/91)  267.1    (m)          876.     (f) GPS OBS        
 NH1647
 NH1647.Superseded values are not recommended for survey control.
 NH1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1647.See file dsdata.txt to determine how the superseded data were derived.
 NH1647
 NH1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8642395337(NAD 83)
 NH1647_MARKER: I = METAL ROD
 NH1647_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1647_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1647_STAMPING: GALTPORT 1990
 NH1647_MARK LOGO: NONE  
 NH1647_PROJECTION: FLUSH
 NH1647_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1647+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 NH1647_ROD/PIPE-DEPTH: 11.6 meters
 NH1647_SLEEVE-DEPTH  : 1.00 meters
 NH1647
 NH1647  HISTORY     - Date     Condition        Report By
 NH1647  HISTORY     - 1990     MONUMENTED       NGS
 NH1647  HISTORY     - 20000327 GOOD             SECI
 NH1647  HISTORY     - 20040403 GOOD             USPSQD
 NH1647
 NH1647                          STATION DESCRIPTION
 NH1647
 NH1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1647'STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) NORTHWEST OF WOODSTOCK, 9.0
 NH1647'KM (5.6 MI) SOUTHEAST OF HEBRON, AT THE GREENWOOD/GALT WONDER LAKE
 NH1647'AIRPORT, ON TOP OF A LOW BANK ON THE NORTH SIDE OF THE RUNWAY, IN THE
 NH1647'SOUTHEAST 1/4 OF SECTION 2, T 45 N, R 7 E.  OWNERSHIP--A. T. GALT,
 NH1647'JR, 5112 GREENWOOD, WONDER LAKE, IL 60097.  PHONE IS 815-648-2095.
 NH1647'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 120 IN THE
 NH1647'NORTHEAST SECTION OF WOODSTOCK, GO NORTHEAST ON HIGHWAY 120 FOR 6.24
 NH1647'KM (3.88 MI) TO A CROSSROAD (HIGHWAY 120 TURNS RIGHT).  CONTINUE
 NH1647'AHEAD, NORTH, ON COUNTY ROAD V 24 FOR 5.26 KM (3.27 MI) TO A PAVED
 NH1647'ROAD LEFT (ALLENDALE ROAD).  CONTINUE NORTH FOR 0.13 KM (0.08 MI) TO
 NH1647'THE GRAVEL AIRPORT ENTRANCE ON THE RIGHT AT YELLOW BUILDINGS.  TURN
 NH1647'RIGHT, EAST, ON GRAVEL ROAD FOR 0.27 KM (0.17 MI) TO THE WEST END OF
 NH1647'THE RUNWAY. CROSS RUNWAY, THEN TURN RIGHT, EAST, ON GRAVEL TRACK FOR
 NH1647'0.23 KM (0.14 MI) TO THE STATION ON TOP OF THE BANK ON THE LEFT.
 NH1647'THE STATION IS LOCATED 27.5 M (90.2 FT) NORTH OF AND 1.5 M (4.9 FT)
 NH1647'HIGHER THAN THE CENTER OF THE RUNWAY, 23.6 M (77.4 FT) WEST-SOUTHWEST
 NH1647'FROM THE WEST END OF AN ALUMINUM SLAT GATE IN THE FENCELINE, 23.0 M
 NH1647'(75.5 FT) NORTHWEST FROM THE SECOND RUNWAY LIGHT FROM THE WEST END OF
 NH1647'THE RUNWAY, AND 3.0 M (9.8 FT) SOUTH FROM A CARSONITE WITNESS POST IN
 NH1647'THE FENCELINE.
 NH1647'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NH1647
 NH1647                          STATION RECOVERY (2000)
 NH1647
 NH1647'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RJW)
 NH1647'RECOVERED AS DESCRIBED USING 1990 DESCRIPTION
 NH1647'
 NH1647
 NH1647                          STATION RECOVERY (2004)
 NH1647
 NH1647'RECOVERY NOTE BY US POWER SQUADRON 2004 (GB)
 NH1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1648 ***********************************************************************
 NH1648  DESIGNATION -  GALTPORT AZ MK
 NH1648  PID         -  NH1648
 NH1648  STATE/COUNTY-  IL/MCHENRY
 NH1648  USGS QUAD   -  RICHMOND (1992)
 NH1648
 NH1648                         *CURRENT SURVEY CONTROL
 NH1648  ___________________________________________________________________
 NH1648* NAD 83(1997)-  42 24 07.35262(N)    088 22 26.17813(W)     ADJUSTED  
 NH1648* NAVD 88     -       261.4    (meters)     858.     (feet)  VERTCON   
 NH1648  ___________________________________________________________________
 NH1648  X           -     133,855.890 (meters)                     COMP
 NH1648  Y           -  -4,715,269.247 (meters)                     COMP
 NH1648  Z           -   4,278,839.199 (meters)                     COMP
 NH1648  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 NH1648  ELLIP HEIGHT-         227.35  (meters)          (10/21/99) GPS OBS
 NH1648  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NH1648
 NH1648  HORZ ORDER  -  FIRST
 NH1648  ELLP ORDER  -  FOURTH    CLASS I
 NH1648
 NH1648.This mark is at Galt Airport (10C)
 NH1648
 NH1648.The horizontal coordinates were established by GPS observations
 NH1648.and adjusted by the National Geodetic Survey in October 1999..
 NH1648
 NH1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1648
 NH1648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1648
 NH1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1648
 NH1648.The ellipsoidal height was determined by GPS observations
 NH1648.and is referenced to NAD 83.
 NH1648
 NH1648.The geoid height was determined by GEOID03.
 NH1648
 NH1648;                    North         East     Units Scale Factor Converg.
 NH1648;SPC IL E     -   636,760.031   296,657.185   MT  0.99997514   -0 01 38.6
 NH1648;SPC IL E     - 2,089,103.54    973,282.78   sFT  0.99997514   -0 01 38.6
 NH1648;UTM  16      - 4,695,330.363   386,931.748   MT  0.99975730   -0 55 35.7
 NH1648
 NH1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1648!SPC IL E     -   0.99996434  x   0.99997514  =   0.99993949
 NH1648!UTM  16      -   0.99996434  x   0.99975730  =   0.99972165
 NH1648
 NH1648:                Primary Azimuth Mark                     Grid Az
 NH1648:SPC IL E     -  GALTPORT                                 269 49 30.5
 NH1648:UTM  16      -  GALTPORT                                 270 43 27.6
 NH1648
 NH1648|---------------------------------------------------------------------|
 NH1648| PID    Reference Object                     Distance      Geod. Az  |
 NH1648|                                                           dddmmss.s |
 NH1648| NH1647 GALTPORT                            APPROX. 0.5 KM 2694751.9 |
 NH1648|---------------------------------------------------------------------|
 NH1648
 NH1648                          SUPERSEDED SURVEY CONTROL
 NH1648
 NH1648  NAD 83(1997)-  42 24 07.35235(N)    088 22 26.17767(W) AD(       ) 1
 NH1648  NAD 83(1997)-  42 24 07.35022(N)    088 22 26.18107(W) AD(       ) 1
 NH1648  ELLIP H (11/21/91)  227.34   (m)                       GP(       ) 4 1
 NH1648  NAD 83(1986)-  42 24 07.34800(N)    088 22 26.18909(W) AD(       ) 1
 NH1648  NGVD 29 (06/25/91)  261.4    (m)          858.     (f) GPS OBS        
 NH1648
 NH1648.Superseded values are not recommended for survey control.
 NH1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1648.See file dsdata.txt to determine how the superseded data were derived.
 NH1648
 NH1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8693295330(NAD 83)
 NH1648_MARKER: I = METAL ROD
 NH1648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1648_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1648_STAMPING: GALTPORT AZ MK 1990
 NH1648_MARK LOGO: NGS   
 NH1648_PROJECTION: FLUSH
 NH1648_MAGNETIC: I = MARKER IS A STEEL ROD
 NH1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1648+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NH1648_ROD/PIPE-DEPTH: 18.2 meters
 NH1648_SLEEVE-DEPTH  : 1.0 meters
 NH1648
 NH1648  HISTORY     - Date     Condition        Report By
 NH1648  HISTORY     - 1990     MONUMENTED       NGS
 NH1648  HISTORY     - 20040403 MARK NOT FOUND   USPSQD
 NH1648
 NH1648                          STATION DESCRIPTION
 NH1648
 NH1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1648'STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) NORTHWEST OF WOODSTOCK, 9.0
 NH1648'KM (5.6 MI) SOUTHEAST OF HEBRON, AT THE GREENWOOD/GALT WONDER LAKE
 NH1648'AIRPORT, IN THE NORTHWEST ANGLE OF THE JUNCTION OF THE ASPHALT AND
 NH1648'TURF RUNWAYS, IN THE SOUTHWEST 1/4 OF SECTION 1, T 45 N, R 7 E.
 NH1648'OWNERSHIP--A. T. GALT, JR, 5112 GREENWOOD, WONDER LAKE, IL 60097.
 NH1648'PHONE IS 815-648-2095.
 NH1648'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 120 IN THE
 NH1648'NORTHEAST SECTION OF WOODSTOCK, GO NORTHEAST ON HIGHWAY 120 FOR 6.24
 NH1648'KM (3.88 MI) TO A CROSSROAD (HIGHWAY 120 TURNS RIGHT).  CONTINUE
 NH1648'AHEAD, NORTH, ON COUNTY ROAD V 24 FOR 5.26 KM (3.27 MI) TO A PAVED
 NH1648'ROAD LEFT (ALLENDALE ROAD).  CONTINUE NORTH FOR 0.13 KM (0.08 MI) TO
 NH1648'THE GRAVEL AIRPORT ENTRANCE ON THE RIGHT AT YELLOW BUILDINGS.  TURN
 NH1648'RIGHT, EAST, ON GRAVEL ROAD FOR 0.27 KM (0.17 MI) TO THE WEST END OF
 NH1648'THE RUNWAY. CROSS RUNWAY, THEN TURN RIGHT, EAST, ON GRAVEL TRACK
 NH1648'ALONG NORTH SIDE OF RUNWAY FOR 0.78 KM (0.48 MI) TO THE STATION ON
 NH1648'THE RIGHT JUST BEFORE REACHING THE TURF RUNWAY.
 NH1648'THE STATION IS LOCATED 12.7 M (41.7 FT) NORTH FROM THE CENTER OF
 NH1648'RUNWAY 9-27, 11.1 M (36.4 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF
 NH1648'THE ASPHALT PAD FOR THE TURF RUNWAY CROSSING, 6.25 M (20.51 FT)
 NH1648'NORTHWEST FROM THE CURVED PAVEMENT EDGE, AND 2.8 M (9.2 FT) SOUTH FROM
 NH1648'A RUNWAY LIGHT.
 NH1648'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NH1648
 NH1648                          STATION RECOVERY (2004)
 NH1648
 NH1648'RECOVERY NOTE BY US POWER SQUADRON 2004 (GB)
 NH1648'UNABLE TO LOCATE, SUGGEST BRINGING A METAL DETECTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0694 ***********************************************************************
 MG0694  DESIGNATION -  GALVA
 MG0694  PID         -  MG0694
 MG0694  STATE/COUNTY-  IL/HENRY
 MG0694  USGS QUAD   -  GALVA (1991)
 MG0694
 MG0694                         *CURRENT SURVEY CONTROL
 MG0694  ___________________________________________________________________
 MG0694* NAD 83(1997)-  41 10 10.82173(N)    090 02 54.45524(W)     ADJUSTED  
 MG0694* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 MG0694  ___________________________________________________________________
 MG0694  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MG0694  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0694
 MG0694  HORZ ORDER  -  FIRST
 MG0694
 MG0694.The horizontal coordinates were established by classical geodetic methods
 MG0694.and adjusted by the National Geodetic Survey in October 1999..
 MG0694
 MG0694.The orthometric height was scaled from a topographic map.
 MG0694
 MG0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0694
 MG0694.The geoid height was determined by GEOID03.
 MG0694
 MG0694;                    North         East     Units Scale Factor Converg.
 MG0694;SPC IL W     -   499,874.249   709,919.227   MT  0.99994239   +0 04 40.1
 MG0694;SPC IL W     - 1,640,004.10  2,329,126.66   sFT  0.99994239   +0 04 40.1
 MG0694;UTM  15      - 4,561,792.936   747,606.191   MT  1.00035461   +1 56 38.2
 MG0694;UTM  16      - 4,562,073.476   244,262.159   MT  1.00040500   -2 00 28.3
 MG0694
 MG0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0694!SPC IL W     -   0.99996407  x   0.99994239  =   0.99990646
 MG0694!UTM  15      -   0.99996407  x   1.00035461  =   1.00031866
 MG0694!UTM  16      -   0.99996407  x   1.00040500  =   1.00036905
 MG0694
 MG0694:                Primary Azimuth Mark                     Grid Az
 MG0694:SPC IL W     -  KEWANEE BOILER WORKS TANK                048 18 01.4
 MG0694:UTM  15      -  KEWANEE BOILER WORKS TANK                046 26 03.3
 MG0694:UTM  16      -  KEWANEE BOILER WORKS TANK                050 23 09.8
 MG0694
 MG0694|---------------------------------------------------------------------|
 MG0694| PID    Reference Object                     Distance      Geod. Az  |
 MG0694|                                                           dddmmss.s |
 MG0694| MF1703 KEWANEE BOILER WORKS TANK           APPROX.12.4 KM 0482241.5 |
 MG0694| MF1704 KEWANEE BOSS MFG CO TANK            APPROX.12.5 KM 0485257.9 |
 MG0694| MF1697 KEWANEE WATER WORKS TANK            APPROX.13.4 KM 0495724.4 |
 MG0694| MF1696 KEWANEE CENTRAL SCHOOL CUPOLA       APPROX.13.3 KM 0524225.2 |
 MG0694| MF1702 KEWANEE AIRPORT AIRWAY BEACON       APPROX.11.0 KM 0694604.3 |
 MG0694| MF1690 ELMIRA                              APPROX.15.9 KM 0863022.1 |
 MG0694| CL8557 GALVA RM 1                           22.662 METERS 10218     |
 MG0694| MG0696 GALVA SOLA FIDE EVAN LUTH CH        APPROX. 0.7 KM 1694516.7 |
 MG0694| MG0699 KANSAS CITY CHICAGO AWY BCN 27      APPROX. 6.6 KM 1751032.7 |
 MG0694| CL8558 GALVA RM 2                           26.161 METERS 17954     |
 MG0694| MG0697 GALVA HAYES PUMP AND PLT CO TK      492.785 METERS 2063825.6 |
 MG0694| CL8556 GALVA AZ MK                                        2863256.8 |
 MG0694| MG0686 CAMBRIDGE COURTHOUSE DOME           APPROX.19.3 KM 3195311.6 |
 MG0694| MG0685 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX.19.1 KM 3211453.1 |
 MG0694|---------------------------------------------------------------------|
 MG0694
 MG0694                          SUPERSEDED SURVEY CONTROL
 MG0694
 MG0694  NAD 83(1997)-  41 10 10.82189(N)    090 02 54.45595(W) AD(       ) 1
 MG0694  NAD 83(1986)-  41 10 10.82949(N)    090 02 54.46287(W) AD(       ) 1
 MG0694  NAD 27      -  41 10 10.69400(N)    090 02 54.05200(W) AD(       ) 1
 MG0694
 MG0694.Superseded values are not recommended for survey control.
 MG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0694.See file dsdata.txt to determine how the superseded data were derived.
 MG0694
 MG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4760661793(NAD 83)
 MG0694_MARKER: DS = TRIANGULATION STATION DISK
 MG0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0694+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 MG0694
 MG0694  HISTORY     - Date     Condition        Report By
 MG0694  HISTORY     - 1935     MONUMENTED       CGS
 MG0694  HISTORY     - 1968     GOOD             CGS
 MG0694  HISTORY     - 19960722 GOOD             USPSQD
 MG0694  HISTORY     - 20011031 GOOD             USPSQD
 MG0694  HISTORY     - 20040506 GOOD             USPSQD
 MG0694
 MG0694                          STATION DESCRIPTION
 MG0694
 MG0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MG0694'THIS STATION IS IN THE NW PART OF THE CITY OF GALVA, NEAR THE
 MG0694'CENTER OF SEC. 88, T 14 N, R 4 E, IN THE N EDGE OF WILEY PARK
 MG0694'74 FEET S OF THE S CURB OF NORTHWEST FOURTH STREET, MIDWAY
 MG0694'BETWEEN NORTHWEST FOURTH AND NORTHWEST SIXTH AVENUES, ACROSS
 MG0694'STREET (SOUTH) OF LARGE RED BRICK HOUSE, 245 FEET N OF PAVILION
 MG0694'IN CENTER OF PARK, AND 42 FEET E OF 16-INCH RED MAPLE TREE.
 MG0694'MARK IS FLUSH.
 MG0694'
 MG0694'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0694'BRONZE DISKS SET IN CONCRETE.
 MG0694'
 MG0694'REFERENCE MARK NO. 1 IS E OF STATION, ABOUT 25 FEET W OF A
 MG0694'FEW CEDARS, 89 FEET S OF S CURB OF NORTHWEST FOURTH STREET,
 MG0694'AND 32 FEET SSE OF LARGE MAPLE TREE.  IS FLUSH.  DISTANCE BETWEEN
 MG0694'R.M.S 100.76 FEET.
 MG0694'
 MG0694'REFERENCE MARK NO. 2 IS S OF STATION, 159 FEET N OF PAVILION,
 MG0694'AND 99 FEET SSE OF 16-INCH RED MAPLE TREE.  IS FLUSH.
 MG0694'
 MG0694'AZIMUTH MARK IS WNW OF STATION, IN FENCE LINE DIVIDING TWO
 MG0694'CULTIVATED FIELDS ABOUT 0.15 MILE S OF DIRT ROAD T-INTERSECTION,
 MG0694'AND 0.1 MILE N OF RAILROAD.  THERE IS A 10-INCH TREE IN THE
 MG0694'FENCE LINE ABOUT 150 FEET S OF THE T-INTERSECTION.
 MG0694'
 MG0694'A 90 FOOT TOWER WAS USED BUT A 77 FOOT TOWER WOULD HAVE CLEARED
 MG0694'ALL LINES.
 MG0694
 MG0694                          STATION RECOVERY (1968)
 MG0694
 MG0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 MG0694'THE STATION WAS VISITED AND THE STATION MARK AND REFERENCE
 MG0694'MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 MG0694'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT
 MG0694'BE FOUND AND WOULD NOT BE V.G. IN ANY EVENT.
 MG0694'
 MG0694'THE STATION MARK IS NOW 8 FEET SOUTH-SOUTHWEST OF A 12 INCH
 MG0694'TREE THAT WOULD HAVE TO BE REMOVED IF A TOWER IS TO BE BUILT
 MG0694'OVER THE STATION.
 MG0694'
 MG0694'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALVA
 MG0694
 MG0694                          STATION RECOVERY (1996)
 MG0694
 MG0694'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0694'RECOVERED IN GOOD CONDITION.
 MG0694
 MG0694                          STATION RECOVERY (2001)
 MG0694
 MG0694'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0694'RM 1 AND RM 2 FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT
 MG0694'LOCATED.
 MG0694
 MG0694                          STATION RECOVERY (2004)
 MG0694
 MG0694'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0694'RM 1 AND RM 2 RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT
 MG0694'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0697 ***********************************************************************
 MG0697  DESIGNATION -  GALVA HAYES PUMP AND PLT CO TK
 MG0697  PID         -  MG0697
 MG0697  STATE/COUNTY-  IL/HENRY
 MG0697  USGS QUAD   -  GALVA (1991)
 MG0697
 MG0697                         *CURRENT SURVEY CONTROL
 MG0697  ___________________________________________________________________
 MG0697* NAD 83(1997)-  41 09 56.54346(N)    090 03 03.93352(W)     ADJUSTED  
 MG0697* NAVD 88     -                                                        
 MG0697  ___________________________________________________________________
 MG0697  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MG0697  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0697
 MG0697  HORZ ORDER  -  THIRD
 MG0697
 MG0697.The horizontal coordinates were established by classical geodetic methods
 MG0697.and adjusted by the National Geodetic Survey in October 1999..
 MG0697
 MG0697
 MG0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0697
 MG0697.The geoid height was determined by GEOID03.
 MG0697
 MG0697;                    North         East     Units Scale Factor Converg.
 MG0697;SPC IL W     -   499,433.505   709,698.878   MT  0.99994233   +0 04 33.9
 MG0697;SPC IL W     - 1,638,558.09  2,328,403.74   sFT  0.99994233   +0 04 33.9
 MG0697;UTM  15      - 4,561,345.065   747,400.227   MT  1.00035336   +1 56 31.4
 MG0697;UTM  16      - 4,561,640.842   244,025.807   MT  1.00040649   -2 00 34.0
 MG0697
 MG0697                          SUPERSEDED SURVEY CONTROL
 MG0697
 MG0697  NAD 83(1997)-  41 09 56.54275(N)    090 03 03.93480(W) AD(       ) 4
 MG0697  NAD 83(1986)-  41 09 56.55143(N)    090 03 03.94080(W) AD(       ) 4
 MG0697  NAD 27      -  41 09 56.41500(N)    090 03 03.53000(W) AD(       ) 3
 MG0697
 MG0697.Superseded values are not recommended for survey control.
 MG0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0697.See file dsdata.txt to determine how the superseded data were derived.
 MG0697
 MG0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4740061345(NAD 83)
 MG0697_MARKER: 53 = ELEVATED TANK
 MG0697
 MG0697  HISTORY     - Date     Condition        Report By
 MG0697  HISTORY     - 1935     FIRST OBSERVED   CGS
 MG0697  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 MG0697  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 MG0697  HISTORY     - 20040506 MARK NOT FOUND   USPSQD
 MG0697
 MG0697                          STATION DESCRIPTION
 MG0697
 MG0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MG0697'THIS STATION IS THE SLIM SILVER TANK AT THE HAYES PUMP
 MG0697'AND PLANTER COMPANY, IN THE TOWN OF GALVA, LOCATED IN A FENCED
 MG0697'ENCLOSURE, ABOUT 135 FEET S OF THE CENTER LINE OF WEST DIVISION
 MG0697'STREET, AND ABOUT 140 FEET W OF THE S END OF NORTHWEST SEVENTH
 MG0697'AVENUE.  THE PLANT IS NOT OPERATING AT PRESENT.  THE TANK
 MG0697'ERECTED IN 1912, IS QUITE PROMINENT.
 MG0697'
 MG0697'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 MG0697'OVAL SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL
 MG0697'SECTION IS ABOUT 25 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 MG0697'ITS BASE, FROM WHICH HORIZONTAL ARMS ABOUT 8 FEET LONG PROJECT.
 MG0697'AT THE OUTER END OF EACH OF THE ARMS THERE IS A LIGHT.  THE
 MG0697'WORDS HAYES. FARM TOOLS AND PUMPS ARE PAINTED IN BLACK LETTERS
 MG0697'ON THE E AND W SIDES.  THE CONICAL ROOF HAS A BALL AND
 MG0697'FLAGSTAFF AT ITS APEX.  TOTAL HEIGHT IS ABOUT 150 FEET.
 MG0697
 MG0697                          STATION RECOVERY (1996)
 MG0697
 MG0697'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0697'MARK NOT FOUND.
 MG0697
 MG0697                          STATION RECOVERY (2001)
 MG0697
 MG0697'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0697'NO TANK AT THIS LOCATION
 MG0697
 MG0697                          STATION RECOVERY (2004)
 MG0697
 MG0697'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0697'NO TANK AT THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0695 ***********************************************************************
 MG0695  DESIGNATION -  GALVA MUNICIPAL STANDPIPE
 MG0695  PID         -  MG0695
 MG0695  STATE/COUNTY-  IL/HENRY
 MG0695  USGS QUAD   -  GALVA (1991)
 MG0695
 MG0695                         *CURRENT SURVEY CONTROL
 MG0695  ___________________________________________________________________
 MG0695* NAD 83(1997)-  41 10 03.98830(N)    090 02 29.32787(W)     ADJUSTED  
 MG0695* NAVD 88     -                                                        
 MG0695  ___________________________________________________________________
 MG0695  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MG0695  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0695
 MG0695  HORZ ORDER  -  THIRD
 MG0695
 MG0695.The horizontal coordinates were established by classical geodetic methods
 MG0695.and adjusted by the National Geodetic Survey in October 1999..
 MG0695
 MG0695
 MG0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0695
 MG0695.The geoid height was determined by GEOID03.
 MG0695
 MG0695;                    North         East     Units Scale Factor Converg.
 MG0695;SPC IL W     -   499,664.274   710,505.236   MT  0.99994253   +0 04 56.7
 MG0695;SPC IL W     - 1,639,315.21  2,331,049.26   sFT  0.99994253   +0 04 56.7
 MG0695;UTM  15      - 4,561,602.076   748,198.973   MT  1.00035823   +1 56 54.6
 MG0695;UTM  16      - 4,561,842.207   244,840.405   MT  1.00040136   -2 00 11.5
 MG0695
 MG0695                          SUPERSEDED SURVEY CONTROL
 MG0695
 MG0695  NAD 83(1997)-  41 10 03.98744(N)    090 02 29.33017(W) AD(       ) 4
 MG0695  NAD 83(1986)-  41 10 03.99601(N)    090 02 29.33605(W) AD(       ) 4
 MG0695  NAD 27      -  41 10 03.86100(N)    090 02 28.92500(W) AD(       ) 3
 MG0695
 MG0695.Superseded values are not recommended for survey control.
 MG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0695.See file dsdata.txt to determine how the superseded data were derived.
 MG0695
 MG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4819961602(NAD 83)
 MG0695_MARKER: 52 = STANDPIPE TANK
 MG0695
 MG0695  HISTORY     - Date     Condition        Report By
 MG0695  HISTORY     - 1935     FIRST OBSERVED   CGS
 MG0695  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 MG0695  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 MG0695  HISTORY     - 20040506 MARK NOT FOUND   USPSQD
 MG0695
 MG0695                          STATION DESCRIPTION
 MG0695
 MG0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MG0695'THIS STATION IS THE OLD MUNICIPAL STANDPIPE IN THE TOWN
 MG0695'OF GALVA, LOCATED ABOUT 90 FEET S OF THE CENTER LINE OF SECOND
 MG0695'STREET, AND ABOUT 120 FEET E OF THE CENTER LINE OF DIVISION
 MG0695'STREET.  IT WAS ERECTED IN 1894, AND IS NOT ESPECIALLY PROMINENT.
 MG0695'
 MG0695'THE BASE OF THE STANDPIPE IS A WHITE CONCRETE OCTAGONAL
 MG0695'STRUCTURE ABOUT 30 FEET HIGH.  THE MIDDLE SECTION IS A ROUND
 MG0695'WHITE CONCRETE SECTION ABOUT 30 FEET HIGH.  THE TOP SECTION,
 MG0695'OR THE STANDPIPE PROPER, IS A BLACK METAL STRUCTURE ABOUT
 MG0695'40 FEET HIGH.  THIS SECTION HAS A FLAT TOP.  TOTAL HEIGHT IS
 MG0695'ABOUT 100 FEET.
 MG0695
 MG0695                          STATION RECOVERY (1996)
 MG0695
 MG0695'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0695'MARK NOT FOUND.
 MG0695
 MG0695                          STATION RECOVERY (2001)
 MG0695
 MG0695'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0695'MUNICIPAL WATERTOWER AT THIS LOCATION. STANDPIPE DESCRIBED APPARENTLY
 MG0695'REPLACED.
 MG0695
 MG0695                          STATION RECOVERY (2004)
 MG0695
 MG0695'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0695'STANDPIPE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0696 ***********************************************************************
 MG0696  DESIGNATION -  GALVA SOLA FIDE EVAN LUTH CH
 MG0696  PID         -  MG0696
 MG0696  STATE/COUNTY-  IL/HENRY
 MG0696  USGS QUAD   -  GALVA (1991)
 MG0696
 MG0696                         *CURRENT SURVEY CONTROL
 MG0696  ___________________________________________________________________
 MG0696* NAD 83(1997)-  41 09 47.15366(N)    090 02 48.79450(W)     ADJUSTED  
 MG0696* NAVD 88     -                                                        
 MG0696  ___________________________________________________________________
 MG0696  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 MG0696  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0696
 MG0696  HORZ ORDER  -  THIRD
 MG0696
 MG0696.The horizontal coordinates were established by classical geodetic methods
 MG0696.and adjusted by the National Geodetic Survey in October 1999..
 MG0696
 MG0696
 MG0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0696
 MG0696.The geoid height was determined by GEOID03.
 MG0696
 MG0696;                    North         East     Units Scale Factor Converg.
 MG0696;SPC IL W     -   499,144.331   710,052.181   MT  0.99994242   +0 04 43.8
 MG0696;SPC IL W     - 1,637,609.36  2,329,562.86   sFT  0.99994242   +0 04 43.8
 MG0696;UTM  15      - 4,561,067.435   747,762.907   MT  1.00035557   +1 56 41.1
 MG0696;UTM  16      - 4,561,338.863   244,368.511   MT  1.00040433   -2 00 23.6
 MG0696
 MG0696                          SUPERSEDED SURVEY CONTROL
 MG0696
 MG0696  NAD 83(1997)-  41 09 47.15331(N)    090 02 48.79524(W) AD(       ) 4
 MG0696  NAD 83(1986)-  41 09 47.16148(N)    090 02 48.80210(W) AD(       ) 4
 MG0696  NAD 27      -  41 09 47.02500(N)    090 02 48.39200(W) AD(       ) 3
 MG0696
 MG0696.Superseded values are not recommended for survey control.
 MG0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0696.See file dsdata.txt to determine how the superseded data were derived.
 MG0696
 MG0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4776361067(NAD 83)
 MG0696_MARKER: 90 = CHURCH SPIRE
 MG0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0696+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 MG0696
 MG0696  HISTORY     - Date     Condition        Report By
 MG0696  HISTORY     - 1935     FIRST OBSERVED   CGS
 MG0696  HISTORY     - 19960722 GOOD             USPSQD
 MG0696  HISTORY     - 20011031 GOOD             USPSQD
 MG0696  HISTORY     - 20040506 GOOD             USPSQD
 MG0696
 MG0696                          STATION DESCRIPTION
 MG0696
 MG0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MG0696'THIS STATION IS THE SPIRE ON THE SOLA FIDE EVANGELICAL LUTHERAN
 MG0696'CHURCH, IN THE TOWN OF GALVA, LOCATED AT THE SE CORNER OF
 MG0696'THIRD STREET AND FOURTH AVENUE, ABOUT 60 FEET S OF THE CENTER
 MG0696'LINE OF THIRD STREET, AND ABOUT 65 FEET E OF THE CENTER
 MG0696'LINE OF FOURTH AVENUE.  THE CHURCH WAS ERECTED IN 1915, AND
 MG0696'THE SPIRE IS QUITE PROMINENT.
 MG0696'
 MG0696'THE BASE OF THE SPIRE IS A SQUARE RED BRICK TOWER ON THE NW
 MG0696'CORNER OF A RED BRICK CHURCH.  THE TOWER IS ABOUT 80 FEET
 MG0696'HIGH, IS HIGHLY ORNAMENTAL, AND HAS A WHITE GOTHIC WINDOW
 MG0696'ON EACH SIDE AND A CLOCK DIAL AT THE TOP OF THE TOWER ON EACH
 MG0696'SIDE.  THE OCTAGONAL GREY SHINGLED SPIRE IS ABOUT 60 FEET
 MG0696'HIGH WITH A GOLD CROWN AROUND THE TOP AND A GOLD BALL AND
 MG0696'GOLD CROSS AT ITS APEX.  TOTAL HEIGHT IS ABOUT 140 FEET.
 MG0696
 MG0696                          STATION RECOVERY (1996)
 MG0696
 MG0696'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0696'RECOVERED IN GOOD CONDITION.
 MG0696
 MG0696                          STATION RECOVERY (2001)
 MG0696
 MG0696'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0696'RECOVERED IN GOOD CONDITION.
 MG0696
 MG0696                          STATION RECOVERY (2004)
 MG0696
 MG0696'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0696'IS THE MESSIAH LUTHERAN CHURCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0324 ***********************************************************************
 LC0324  DESIGNATION -  GAMON
 LC0324  PID         -  LC0324
 LC0324  STATE/COUNTY-  IL/CHAMPAIGN
 LC0324  USGS QUAD   -  MAHOMET (1975)
 LC0324
 LC0324                         *CURRENT SURVEY CONTROL
 LC0324  ___________________________________________________________________
 LC0324* NAD 83(1997)-  40 12 50.03156(N)    088 25 53.30410(W)     ADJUSTED  
 LC0324* NAVD 88     -       243.830  (meters)     799.97   (feet)  ADJUSTED  
 LC0324  ___________________________________________________________________
 LC0324  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 LC0324  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0324  DYNAMIC HT  -         243.708 (meters)     799.57  (feet)  COMP
 LC0324  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 LC0324
 LC0324  HORZ ORDER  -  SECOND
 LC0324  VERT ORDER  -  SECOND    CLASS 0
 LC0324
 LC0324.The horizontal coordinates were established by classical geodetic methods
 LC0324.and adjusted by the National Geodetic Survey in October 1999..
 LC0324
 LC0324.The orthometric height was determined by differential leveling
 LC0324.and adjusted by the National Geodetic Survey in June 1991..
 LC0324
 LC0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0324
 LC0324.The geoid height was determined by GEOID03.
 LC0324
 LC0324.The dynamic height is computed by dividing the NAVD 88
 LC0324.geopotential number by the normal gravity value computed on the
 LC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0324.degrees latitude (g = 980.6199 gals.).
 LC0324
 LC0324.The modeled gravity was interpolated from observed gravity values.
 LC0324
 LC0324;                    North         East     Units Scale Factor Converg.
 LC0324;SPC IL E     -   393,754.826   291,645.860   MT  0.99997586   -0 03 48.1
 LC0324;SPC IL E     - 1,291,843.96    956,841.46   sFT  0.99997586   -0 03 48.1
 LC0324;UTM  16      - 4,452,480.759   378,189.841   MT  0.99978265   -0 55 27.6
 LC0324
 LC0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0324!SPC IL E     -   0.99996677  x   0.99997586  =   0.99994263
 LC0324!UTM  16      -   0.99996677  x   0.99978265  =   0.99974943
 LC0324
 LC0324:                Primary Azimuth Mark                     Grid Az
 LC0324:SPC IL E     -  MAHOMET MUNICIPAL TANK                   133 32 17.7
 LC0324:UTM  16      -  MAHOMET MUNICIPAL TANK                   134 23 57.2
 LC0324
 LC0324|---------------------------------------------------------------------|
 LC0324| PID    Reference Object                     Distance      Geod. Az  |
 LC0324|                                                           dddmmss.s |
 LC0324| LC1768 MAHOMET MUNICIPAL TANK              APPROX. 3.2 KM 1332829.6 |
 LC0324| CI7445 GAMON AZ MK 2                                      1485503.9 |
 LC0324| LC1767 SEYMOUR TV STATION WCIA MAST        APPROX.12.1 KM 1873000.4 |
 LC0324| LC0323 GAMON RM 1                           20.237 METERS 23303     |
 LC0324| LC0325 GAMON RM 2                           25.140 METERS 31956     |
 LC0324| CI7444 GAMON AZ MK                                        3583730.6 |
 LC0324|---------------------------------------------------------------------|
 LC0324
 LC0324                          SUPERSEDED SURVEY CONTROL
 LC0324
 LC0324  NAD 83(1997)-  40 12 50.03504(N)    088 25 53.30297(W) AD(       ) 2
 LC0324  NAD 83(1986)-  40 12 50.03783(N)    088 25 53.30118(W) AD(       ) 2
 LC0324  NAD 27      -  40 12 49.92010(N)    088 25 53.09390(W) AD(       ) 2
 LC0324  NGVD 29 (??/??/92)  243.877  (m)          800.12   (f) ADJ UNCH    2 0
 LC0324
 LC0324.Superseded values are not recommended for survey control.
 LC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0324.See file dsdata.txt to determine how the superseded data were derived.
 LC0324
 LC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK7819052481(NAD 83)
 LC0324_MARKER: DS = TRIANGULATION STATION DISK
 LC0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0324_STAMPING: GAMON 1959
 LC0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0324+STABILITY: SURFACE MOTION
 LC0324
 LC0324  HISTORY     - Date     Condition        Report By
 LC0324  HISTORY     - 1959     MONUMENTED       CGS
 LC0324  HISTORY     - 1959     GOOD             CGS
 LC0324  HISTORY     - 1973     GOOD             ILDT
 LC0324  HISTORY     - 1979     GOOD             NGS
 LC0324
 LC0324                          STATION DESCRIPTION
 LC0324
 LC0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0324'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF MAHOMET
 LC0324'ON THE WEST SIDE OF A TRIANGLE FORMED BY THE JUNCTION OF
 LC0324'THREE ROADS.
 LC0324'
 LC0324'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150
 LC0324'AND STATE HIGHWAY 47 IN THE SOUTHWEST EDGE OF MAHOMET, GO WESTERLY
 LC0324'ON U.S. HIGHWAY 150 FOR 1.0 MILE TO A SIDE ROAD RIGHT JUST
 LC0324'AFTER CROSSING A SMALL CONCRETE BRIDGE, TURN RIGHT, NORTH, ON
 LC0324'OILED ROAD FOR 1.4 MILES TO A FORK, TAKE RIGHT FORK FOR 0.05
 LC0324'MILE TO THE STATION ON THE LEFT.
 LC0324'
 LC0324'STATION MARK, A STANDARD DISK STAMPED GAMON 1959, IS SET IN
 LC0324'A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LC0324'OF THE GROUND.  THE MARK IS 127 FEET WEST OF THE APPROXIMATE
 LC0324'CENTER OF A SURFACED ROAD, 119 FEET NORTH OF THE APPROXIMATE
 LC0324'CENTER OF A EAST-WEST GRAVEL ROAD, 31 FEET EAST OF THE
 LC0324'APPROXIMATE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 67.5 FEET
 LC0324'NORTHEAST OF A WITNESS POST AND 62 FEET NORTH-NORTHWEST OF
 LC0324'A POWER POLE WITH A TRIANGLE BLAZE.
 LC0324'
 LC0324'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED GAMON NO 1
 LC0324'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0324'5 INCHES.  THE MARK IS 22 FEET NORTH OF THE SOUTHEAST CORNER
 LC0324'OF THE BARNYARD FENCE, 21 FEET WEST OF THE APPROXIMATE CENTER
 LC0324'OF A NORTH-SOUTH GRAVEL ROAD AND 1.2 FEET NORTH OF A WITNESS
 LC0324'POST.
 LC0324'
 LC0324'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED GAMON NO 2 1959,
 LC0324'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 LC0324'THE MARK IS 73 FEET SOUTH OF A TELEPHONE POLE, 21 FEET WEST OF
 LC0324'THE APPROXIMATE CENTER OF THE NORTH-SOUTH GRAVEL ROAD, AND 1
 LC0324'FOOT EAST OF THE BARNYARD FENCE LINE.
 LC0324'
 LC0324'AZIMUTH MARK, A STANDARD DISK STAMPED GAMON 1959, IS SET IN
 LC0324'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK
 LC0324'IS 35 FEET WEST OF THE APPROXIMATE CENTER OF THE SURFACED ROAD,
 LC0324'4 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE
 LC0324'LINE.
 LC0324'
 LC0324'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LC0324'SURFACED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT
 LC0324'AS DESCRIBED.
 LC0324
 LC0324                          STATION RECOVERY (1959)
 LC0324
 LC0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0324'2.5 MI NW FROM MAHOMET.
 LC0324'ABOUT 1.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0324'THE STATION AT MAHOMET, THENCE 1.5 MILES NORTH ALONG AN ASPHALT
 LC0324'ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE
 LC0324'NORTH AND EAST, AT THE JUNCTION OF A GRAVEL ROAD WEST, 126 FEET
 LC0324'WEST OF THE CENTER LINE OF THE ROAD, 112 FEET NORTH OF THE CENTER
 LC0324'LINE OF THE GRAVEL ROAD, 62 FEET NORTH OF A TELEPHONE POLE WITH
 LC0324'A WIRE BRACE, 54 FEET EAST OF A FENCE, 82 FEET NORTH OF A FENCE
 LC0324'CORNER, 29 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD
 LC0324'NORTH, 67.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 LC0324'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0324'1 INCH.
 LC0324
 LC0324                          STATION RECOVERY (1973)
 LC0324
 LC0324'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 (GDM)
 LC0324'GAMON 1959 - GOOD
 LC0324'
 LC0324'GAMON NO 1 1959 - GOOD
 LC0324'
 LC0324'GAMON NO 2 1959 - GOOD
 LC0324'
 LC0324'GAMON 1959 (AZI) - FAIR - 1/2 CONCRETE POST HAS BEEN CHIPPED
 LC0324'AWAY BY A MOWER.  ELEV AND LINE SHOULD BE OK
 LC0324
 LC0324                          STATION RECOVERY (1979)
 LC0324
 LC0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0324'STATION MARK, RM 1 AND 2 FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LC0324'WAS FOUND WITH A LARGE CHIP OUT OF IT, THE DISK IN GOOD CONDITION, THE
 LC0324'MARK BEING HIT BY FARMING EQUIPMENT.  AZIMUTH MARK 2 WAS ESTABLISHED
 LC0324'AFTER VERIFYING THE 1959 MARK.  THE 1959 AZIMUTH MARK WAS LEFT INTACT.
 LC0324'
 LC0324'THE 1959 BOX SCORE IN THE DESCRIPTION IS INCORRECT.  THE REFERENCE
 LC0324'MARKS WERE REVERSED.  RM 1 SHOULD BE 308 DEG 50 MIN 30 SEC.  RM 2 35
 LC0324'DEG 43 MIN 54 SEC.  THE DISTANCE TO THE MARKS CHECKED.  THE DIRECTION
 LC0324'TO RM 1 WAS LARGER BY 4 MIN 58 SEC.  RM 2 BY 2 MIN 50 SEC.  A NEW TOO
 LC0324'REACH AS ROADS AND HIGHWAYS HAVE CHANGED.
 LC0324'
 LC0324'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 74 AND
 LC0324'COUNTY ROAD 200 E AT THE NW EDGE OF MAHOMET, GO N AND W ON COUNTY ROAD
 LC0324'200 E FOR 0.2 MILE TO BRIDGE ACROSS INTERSTATE HIGHWAY 74.  THE
 LC0324'AZIMUTH MARK IS LOCATED IN THE NE END OF THE BRIDGE AS
 LC0324'DESCRIBED.  CONTINUE ON THE ROAD FOR 0.4 TO A TRIANGLE FORMED BY ROADS
 LC0324'AND THE STATION ALONG THE W SIDE OF THE TRIANGLE.  IT IS 129 FT W OF
 LC0324'CENTER LINE OF ROAD 200 E, 113 FT N OF CENTER LINE OF GRAVELED ROAD,
 LC0324'79 FT N OF POWER LINE POLE, 25 FT E OF CENTER LINE OF ROAD AND 1 FT W
 LC0324'OF A METAL WITNESS POST.  THE MARK IS FLUSH, THE DISK STAMPED GAMON
 LC0324'1959.
 LC0324'
 LC0324'A METAL WITNESS POST WAS SET 1 FOOT S OF RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0323 ***********************************************************************
 LC0323  DESIGNATION -  GAMON RM 1
 LC0323  PID         -  LC0323
 LC0323  STATE/COUNTY-  IL/CHAMPAIGN
 LC0323  USGS QUAD   -  MAHOMET (1975)
 LC0323
 LC0323                         *CURRENT SURVEY CONTROL
 LC0323  ___________________________________________________________________
 LC0323* NAD 83(1986)-  40 12 49.     (N)    088 25 53.     (W)     SCALED    
 LC0323* NAVD 88     -       244.601  (meters)     802.50   (feet)  ADJUSTED  
 LC0323  ___________________________________________________________________
 LC0323  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0323  DYNAMIC HT  -         244.478 (meters)     802.09  (feet)  COMP
 LC0323  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 LC0323
 LC0323  VERT ORDER  -  SECOND    CLASS 0
 LC0323
 LC0323.The horizontal coordinates were scaled from a topographic map and have
 LC0323.an estimated accuracy of +/- 6 seconds.
 LC0323
 LC0323.The orthometric height was determined by differential leveling
 LC0323.and adjusted by the National Geodetic Survey in June 1991..
 LC0323
 LC0323.The geoid height was determined by GEOID03.
 LC0323
 LC0323.The dynamic height is computed by dividing the NAVD 88
 LC0323.geopotential number by the normal gravity value computed on the
 LC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0323.degrees latitude (g = 980.6199 gals.).
 LC0323
 LC0323.The modeled gravity was interpolated from observed gravity values.
 LC0323
 LC0323;                    North         East    Units  Estimated Accuracy
 LC0323;SPC IL E     -   393,720.      291,650.      MT  (+/- 180 meters Scaled)
 LC0323
 LC0323                          SUPERSEDED SURVEY CONTROL
 LC0323
 LC0323  NGVD 29 (??/??/92)  244.647  (m)          802.65   (f) ADJ UNCH    2 0
 LC0323
 LC0323.Superseded values are not recommended for survey control.
 LC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0323.See file dsdata.txt to determine how the superseded data were derived.
 LC0323
 LC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK781524(NAD 83)
 LC0323_MARKER: DR = REFERENCE MARK DISK
 LC0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0323_STAMPING: GAMON NO 1 1959
 LC0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0323+STABILITY: SURFACE MOTION
 LC0323
 LC0323  HISTORY     - Date     Condition        Report By
 LC0323  HISTORY     - 1959     MONUMENTED       CGS
 LC0323
 LC0323                          STATION DESCRIPTION
 LC0323
 LC0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0323'2.5 MI NW FROM MAHOMET.
 LC0323'ABOUT 1.0 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0323'THE STATION AT MAHOMET, THENCE 1.5 MILES NORTH ALONG AN ASPHALT
 LC0323'ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING TO THE
 LC0323'NORTH AND EAST, AT THE JUNCTION OF A GRAVEL ROAD WEST, 218 FEET
 LC0323'WEST OF THE CENTER LINE OF THE ROAD, 70 FEET NORTH OF THE
 LC0323'CENTER LINE OF THE ROAD WEST, 60 1/2 FEET WEST OF A TELEPHONE
 LC0323'POLE WITH A BRACE POLE, 22 FEET NORTH OF A FENCE CORNER, 1 FOOT
 LC0323'EAST OF A FENCE, 22 FEET WEST OF THE CENTER LINE OF A GRAVEL
 LC0323'ROAD, 11 FEET NORTH OF A TELEPHONE POLE, 66.4 FEET SOUTHWEST OF
 LC0323'TRIANGULATION STATION GAMON, 1.2 FEET NORTH OF A METAL WITNESS
 LC0323'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0323'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0325 ***********************************************************************
 LC0325  DESIGNATION -  GAMON RM 2
 LC0325  PID         -  LC0325
 LC0325  STATE/COUNTY-  IL/CHAMPAIGN
 LC0325  USGS QUAD   -  MAHOMET (1975)
 LC0325
 LC0325                         *CURRENT SURVEY CONTROL
 LC0325  ___________________________________________________________________
 LC0325* NAD 83(1986)-  40 12 49.     (N)    088 25 53.     (W)     SCALED    
 LC0325* NAVD 88     -       244.293  (meters)     801.48   (feet)  ADJUSTED  
 LC0325  ___________________________________________________________________
 LC0325  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0325  DYNAMIC HT  -         244.170 (meters)     801.08  (feet)  COMP
 LC0325  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 LC0325
 LC0325  VERT ORDER  -  SECOND    CLASS 0
 LC0325
 LC0325.The horizontal coordinates were scaled from a topographic map and have
 LC0325.an estimated accuracy of +/- 6 seconds.
 LC0325
 LC0325.The orthometric height was determined by differential leveling
 LC0325.and adjusted by the National Geodetic Survey in June 1991..
 LC0325
 LC0325.The geoid height was determined by GEOID03.
 LC0325
 LC0325.The dynamic height is computed by dividing the NAVD 88
 LC0325.geopotential number by the normal gravity value computed on the
 LC0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0325.degrees latitude (g = 980.6199 gals.).
 LC0325
 LC0325.The modeled gravity was interpolated from observed gravity values.
 LC0325
 LC0325;                    North         East    Units  Estimated Accuracy
 LC0325;SPC IL E     -   393,720.      291,650.      MT  (+/- 180 meters Scaled)
 LC0325
 LC0325                          SUPERSEDED SURVEY CONTROL
 LC0325
 LC0325  NGVD 29 (??/??/92)  244.340  (m)          801.64   (f) ADJ UNCH    2 0
 LC0325
 LC0325.Superseded values are not recommended for survey control.
 LC0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0325.See file dsdata.txt to determine how the superseded data were derived.
 LC0325
 LC0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK781524(NAD 83)
 LC0325_MARKER: DR = REFERENCE MARK DISK
 LC0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0325_STAMPING: GAMON NO 2 1959
 LC0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0325+STABILITY: SURFACE MOTION
 LC0325
 LC0325  HISTORY     - Date     Condition        Report By
 LC0325  HISTORY     - 1959     MONUMENTED       CGS
 LC0325
 LC0325                          STATION DESCRIPTION
 LC0325
 LC0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0325'2.5 MI NW FROM MAHOMET.
 LC0325'ABOUT 1.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0325'THE STATION AT MAHOMET, THENCE 1.5 MILES NORTH ALONG AN ASPHALT
 LC0325'ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS TO THE NORTH AND
 LC0325'EAST, AT THE JUNCTION OF A GRAVEL ROAD WEST, 130 FEET WEST OF THE
 LC0325'CENTER LINE OF THE ROAD, 173 FEET NORTH OF THE CENTER LINE OF
 LC0325'THE GRAVEL ROAD WEST, 1 FOOT EAST OF A FENCE, 125 FEET NORTH
 LC0325'OF A FENCE CORNER, 21 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 LC0325'ROAD NORTH, 138 FEET NORTHWEST OF A TELEPHONE POLE WITH A BRACE
 LC0325'POLE, 82.5 FEET NORTHWEST OF TRIANGULATION STATION GAMON, 104.2
 LC0325'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 LC0325'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0629 ***********************************************************************
 KC0629  DESIGNATION -  GARD
 KC0629  PID         -  KC0629
 KC0629  STATE/COUNTY-  IL/PIKE
 KC0629  USGS QUAD   -  BARRY (1978)
 KC0629
 KC0629                         *CURRENT SURVEY CONTROL
 KC0629  ___________________________________________________________________
 KC0629* NAD 83(1997)-  39 39 03.83800(N)    091 06 51.96866(W)     ADJUSTED  
 KC0629* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 KC0629  ___________________________________________________________________
 KC0629  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KC0629  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0629
 KC0629  HORZ ORDER  -  FIRST
 KC0629
 KC0629.The horizontal coordinates were established by classical geodetic methods
 KC0629.and adjusted by the National Geodetic Survey in October 1999..
 KC0629
 KC0629.The orthometric height was scaled from a topographic map.
 KC0629
 KC0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0629
 KC0629.The geoid height was determined by GEOID03.
 KC0629
 KC0629;                    North         East     Units Scale Factor Converg.
 KC0629;SPC IL W     -   331,676.810   618,659.987   MT  1.00002260   -0 36 17.3
 KC0629;SPC IL W     - 1,088,176.33  2,029,720.31   sFT  1.00002260   -0 36 17.3
 KC0629;SPC MO E     -   423,888.870   197,268.198   MT  0.99996756   -0 23 31.5
 KC0629;UTM  15      - 4,390,729.074   661,772.927   MT  0.99992221   +1 12 12.5
 KC0629
 KC0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0629!SPC IL W     -   0.99997075  x   1.00002260  =   0.99999335
 KC0629!SPC MO E     -   0.99997075  x   0.99996756  =   0.99993831
 KC0629!UTM  15      -   0.99997075  x   0.99992221  =   0.99989296
 KC0629
 KC0629:                Primary Azimuth Mark                     Grid Az
 KC0629:SPC IL W     -  GIBBS                                    238 26 46.2
 KC0629:SPC MO E     -  GIBBS                                    238 14 00.4
 KC0629:UTM  15      -  GIBBS                                    236 38 16.4
 KC0629
 KC0629|---------------------------------------------------------------------|
 KC0629| PID    Reference Object                     Distance      Geod. Az  |
 KC0629|                                                           dddmmss.s |
 KC0629| KC0633 GIBBS                               APPROX.12.8 KM 2375028.9 |
 KC0629|---------------------------------------------------------------------|
 KC0629
 KC0629                          SUPERSEDED SURVEY CONTROL
 KC0629
 KC0629  NAD 83(1997)-  39 39 03.84299(N)    091 06 51.96869(W) AD(       ) 1
 KC0629  NAD 83(1986)-  39 39 03.84358(N)    091 06 51.96726(W) AD(       ) 1
 KC0629  NAD 27      -  39 39 03.67800(N)    091 06 51.47300(W) AD(       ) 1
 KC0629
 KC0629.Superseded values are not recommended for survey control.
 KC0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0629.See file dsdata.txt to determine how the superseded data were derived.
 KC0629
 KC0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD6177390729(NAD 83)
 KC0629_MARKER: H = DRILL HOLE
 KC0629_SETTING: 0 = UNSPECIFIED SETTING
 KC0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0629
 KC0629  HISTORY     - Date     Condition        Report By
 KC0629  HISTORY     - 1881     MONUMENTED       MRC
 KC0629  HISTORY     - 1931     GOOD             CGS
 KC0629  HISTORY     - 1959     GOOD             ILHD
 KC0629  HISTORY     - 1960     GOOD             ILHD
 KC0629  HISTORY     - 1975     GOOD             LOCENG
 KC0629
 KC0629                          STATION DESCRIPTION
 KC0629
 KC0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0629'ON BARE, PROMINENT POINT ABOUT 50 FEET LOWER THAN SUMMIT OF BLUFF,
 KC0629'ABOUT 250 METERS (820 FEET) ABOVE SECOND BARE, PROMINENT POINT
 KC0629'WHICH IS JUST ABOVE VERY LARGE RAVINE, ON LEFT BANK OF MISSISSIPPI
 KC0629'RIVER, ABOUT 4 MILES BELOW KINDERHOOK, ABOUT 30 METERS (98
 KC0629'FEET) ABOVE PROLONGATION OF NORTH-AND-SOUTH ROAD, ABOUT 250
 KC0629'METERS (820 FEET) ABOVE PROLONGATION OF NORTH-AND-SOUTH HEDGE
 KC0629'WHICH RUNS TOWARD RIVER FROM NEAR FOOT OF BLUFFS, AND ABOUT 50
 KC0629'METERS (164 FEET) EAST OF EAST-AND-WEST ROAD WHICH RUNS
 KC0629'OUT ACROSS BOTTOM 10 METERS (33 FEET) TOWARD RIVER FROM
 KC0629'EDGE OF TIMBER.  TO REACH FROM NEW CANTON, GO NORTH 1.7
 KC0629'MILES ON ROAD AT BASE OF BLUFFS TO POINT OPPOSITE RED BARN,
 KC0629'AND ASCEND BLUFF FROM THIS POINT.  MARKED BY CENTER HOLE IN
 KC0629'STONE POST WHICH PROJECTS 8 INCHES ABOVE GROUND.  BEARINGS
 KC0629'FROM STATION TO FOLLOWING POINTS ARE- SPIRE OF METHODIST
 KC0629'CHURCH AT NEW CANTON, DISTANT 1-1/2 MILES, S 38 DEG 22 MIN E,
 KC0629'SOUTH WATER TANK AT HANNIBAL, MO., DISTANT 12 MILES,
 KC0629'N 75 DEG 02 MIN W AND BLACK STEEL STACK AT BUSCH, MO., S 29
 KC0629'DEG 40 MIN.
 KC0629
 KC0629                          STATION RECOVERY (1959)
 KC0629
 KC0629'RECOVERY NOTE BY IL HIGHWAY DEPT 1959 (HWB)
 KC0629'STATION RECOVERED IN GOOD CONDITION.
 KC0629'
 KC0629'THE DESCRIPTION IS RATHER POOR WHERE IT MENTIONS ABOVE
 KC0629'PROLONGATION OF N-S ROAD, THE TERM WESTERLY WOULD FIT BETTER.
 KC0629
 KC0629                          STATION RECOVERY (1960)
 KC0629
 KC0629'RECOVERY NOTE BY IL HIGHWAY DEPT 1960
 KC0629'STATION MARK (DRILL HOLE) WAS FOUND IN GOOD CONDITION.  THE
 KC0629'DESCRIPTION IS VAGUE. POSITION ON QUADRANGLE HELPED VERY MUCH
 KC0629'LOCATING STATION.
 KC0629
 KC0629                          STATION RECOVERY (1975)
 KC0629
 KC0629'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 KC0629'DESCRIPTION IS POOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4351 ***********************************************************************
 DF4351  DESIGNATION -  GARD MAINT YD
 DF4351  PID         -  DF4351
 DF4351  STATE/COUNTY-  IL/GRUNDY
 DF4351  USGS QUAD   -  GARDNER (1983)
 DF4351
 DF4351                         *CURRENT SURVEY CONTROL
 DF4351  ___________________________________________________________________
 DF4351* NAD 83(1997)-  41 10 44.55459(N)    088 19 13.31156(W)     ADJUSTED  
 DF4351* NAVD 88     -       179.8    (meters)     590.     (feet)  GPS OBS   
 DF4351  ___________________________________________________________________
 DF4351  X           -     140,916.420 (meters)                     COMP
 DF4351  Y           -  -4,805,567.801 (meters)                     COMP
 DF4351  Z           -   4,177,506.120 (meters)                     COMP
 DF4351  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DF4351  ELLIP HEIGHT-         147.15  (meters)          (02/03/05) GPS OBS
 DF4351  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DF4351
 DF4351  HORZ ORDER  -  FIRST
 DF4351  ELLP ORDER  -  FOURTH    CLASS II
 DF4351
 DF4351.The horizontal coordinates were established by GPS observations
 DF4351.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4351
 DF4351.The orthometric height was determined by GPS observations and a
 DF4351.high-resolution geoid model.
 DF4351
 DF4351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4351
 DF4351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4351
 DF4351.The ellipsoidal height was determined by GPS observations
 DF4351.and is referenced to NAD 83.
 DF4351
 DF4351.The geoid height was determined by GEOID03.
 DF4351
 DF4351;                    North         East     Units Scale Factor Converg.
 DF4351;SPC IL E     -   500,925.110   301,088.165   MT  0.99997501   +0 00 30.7
 DF4351;SPC IL E     - 1,643,451.80    987,820.09   sFT  0.99997501   +0 00 30.7
 DF4351;UTM  16      - 4,559,473.081   389,255.050   MT  0.99975094   -0 52 10.0
 DF4351
 DF4351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4351!SPC IL E     -   0.99997692  x   0.99997501  =   0.99995193
 DF4351!UTM  16      -   0.99997692  x   0.99975094  =   0.99972786
 DF4351
 DF4351                          SUPERSEDED SURVEY CONTROL
 DF4351
 DF4351.No superseded survey control is available for this station.
 DF4351
 DF4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8925559473(NAD 83)
 DF4351_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4351_STAMPING: GARD 1996
 DF4351_MARK LOGO: ILDT  
 DF4351_PROJECTION: FLUSH
 DF4351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4351+STABILITY: SURFACE MOTION
 DF4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4351+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 DF4351
 DF4351  HISTORY     - Date     Condition        Report By
 DF4351  HISTORY     - 1996     MONUMENTED       ILDT
 DF4351  HISTORY     - 200205   GOOD             ASCPC
 DF4351
 DF4351                          STATION DESCRIPTION
 DF4351
 DF4351'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2002
 DF4351'FROM THE INTERSECTION IF I-55 AND ROUTE 53, GO EAST AND SOUTH ON ROUTE
 DF4351'53 FOR 0.3 MILES TO
 DF4351'A ROAD TO THE SOUTH WEST OLD ROUTE 66 THENCE SOUTHWEST 0.3 MILES TO
 DF4351'THE IDOT YARD.
 DF4351'STATION IS LOCATED IN THE NORTHEAST CORNER OF PROPERTY 10.00 FEET WEST
 DF4351'OF EAST FENCE
 DF4351'AND 26.50 FEET SOUTH OF NORTH FENCE.
 DF4351'*STAMPED- ILLINOIS DEPARTMENT OF TRANSPORTATION GARD 1996
 DF4351' 
 DF4351' 
 DF4351' 
 DF4351' 
 DF4351' 
 DF4351'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1779 ***********************************************************************
 JB1779  DESIGNATION -  GARDEN
 JB1779  PID         -  JB1779
 JB1779  STATE/COUNTY-  IL/WAYNE
 JB1779  USGS QUAD   -  ORCHARDVILLE (1968)
 JB1779
 JB1779                         *CURRENT SURVEY CONTROL
 JB1779  ___________________________________________________________________
 JB1779* NAD 83(1997)-  38 35 32.78018(N)    088 39 01.80784(W)     ADJUSTED  
 JB1779* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 JB1779  ___________________________________________________________________
 JB1779  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 JB1779  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JB1779
 JB1779  HORZ ORDER  -  SECOND
 JB1779
 JB1779.The horizontal coordinates were established by classical geodetic methods
 JB1779.and adjusted by the National Geodetic Survey in October 1999..
 JB1779
 JB1779.The orthometric height was scaled from a topographic map.
 JB1779
 JB1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1779
 JB1779.The geoid height was determined by GEOID03.
 JB1779
 JB1779;                    North         East     Units Scale Factor Converg.
 JB1779;SPC IL E     -   213,782.876   272,368.540   MT  0.99998440   -0 11 52.2
 JB1779;SPC IL E     -   701,385.99    893,595.78   sFT  0.99998440   -0 11 52.2
 JB1779;UTM  16      - 4,272,842.310   356,259.389   MT  0.99985444   -1 01 47.0
 JB1779
 JB1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1779!SPC IL E     -   0.99997600  x   0.99998440  =   0.99996040
 JB1779!UTM  16      -   0.99997600  x   0.99985444  =   0.99983045
 JB1779
 JB1779:                Primary Azimuth Mark                     Grid Az
 JB1779:SPC IL E     -  XENIA RADIO STA KSC 377 MAST             012 46 26.9
 JB1779:UTM  16      -  XENIA RADIO STA KSC 377 MAST             013 36 21.7
 JB1779
 JB1779|---------------------------------------------------------------------|
 JB1779| PID    Reference Object                     Distance      Geod. Az  |
 JB1779|                                                           dddmmss.s |
 JB1779| JB1780 XENIA RADIO STA KSC 377 MAST        APPROX. 6.5 KM 0123434.7 |
 JB1779| JB1781 XENIA MUNICIPAL TANK                APPROX. 6.3 KM 0130642.4 |
 JB1779| CI3665 GARDEN RM 2                          16.689 METERS 06524     |
 JB1779| CI3664 GARDEN RM 1                          20.371 METERS 16844     |
 JB1779| CI3663 GARDEN AZ MK                        APPROX. 0.6 KM 1723515.9 |
 JB1779|---------------------------------------------------------------------|
 JB1779
 JB1779                          SUPERSEDED SURVEY CONTROL
 JB1779
 JB1779  NAD 83(1986)-  38 35 32.79409(N)    088 39 01.80494(W) AD(       ) 2
 JB1779  NAD 27      -  38 35 32.62125(N)    088 39 01.61520(W) AD(       ) 2
 JB1779
 JB1779.Superseded values are not recommended for survey control.
 JB1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1779.See file dsdata.txt to determine how the superseded data were derived.
 JB1779
 JB1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5625972842(NAD 83)
 JB1779_MARKER: DS = TRIANGULATION STATION DISK
 JB1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1779_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1779
 JB1779  HISTORY     - Date     Condition        Report By
 JB1779  HISTORY     - 1962     MONUMENTED       CGS
 JB1779
 JB1779                          STATION DESCRIPTION
 JB1779
 JB1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1779'NO MEASUREMENT BETWEEN RMS SHRUBBERY, AND PARKED CAR ON LINE.
 JB1779'
 JB1779'THE STATION IS ABOUT 3 MILES SOUTH OF XENIA, ON CHURCH PROPERTY AND
 JB1779'IS NEAR THE CENTER OF
 JB1779'SECTION 21, T 2 N, R 5 E.  IT IS 44 FEET WEST OF THE
 JB1779'NORTHWEST CORNER OF THE
 JB1779'CHURCH, 24 FEET SOUTH OF A WIRE FENCE AND 16
 JB1779'FEET EAST OF A WIRE FENCE AND WITNESS
 JB1779'POST.  THE MONUMENT IS FLUSH
 JB1779'AND THE DISK IS STAMPED GARDEN 1961.
 JB1779'
 JB1779'TO REACH FROM THE WEST SIDE OF THE RAILROAD STATION IN XENIA, GO
 JB1779'SOUTH ON A PAVED ROAD
 JB1779'FOR 0.2 MILE TO A JOG IN THE ROAD, AT A CROSSROAD.
 JB1779'CONTINUE SOUTH ON THE PAVED
 JB1779'ROAD FOR 1.75 MILES TO THE END OF THE
 JB1779'PAVEMENT.  CONTINUE SOUTH ON A GRAVELED ROAD
 JB1779'FOR 1.0 MILE TO A FORK.
 JB1779'KEEP RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.45 MILE TO
 JB1779'ANOTHER FORK.
 JB1779'KEEP RIGHT AND CONTINUE WEST ON A PAVED ROAD FOR 0.1 MILE TO
 JB1779'THE MARK ON THE RIGHT.
 JB1779'
 JB1779'TO REACH THE AZIMUTH MARK FROM THIS POINT, SO SOUTH ON A GRAVELED
 JB1779'ROAD FOR 0.4 MILE TO THE
 JB1779'MARK ON THE RIGHT.
 JB1779'
 JB1779'REFERENCE MARK 1 IS 55 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 JB1779'33 FEET EAST OF THE WIRE
 JB1779'FENCE AND 31 FEET WEST OF THE SOUTHWEST CORNER OF
 JB1779'THE CHURCH.  THE MONUMENT IS 2
 JB1779'INCHES UNDERGROUND AND THE DISK IS
 JB1779'STAMPED GARDEN NO 1 1961.
 JB1779'
 JB1779'REFERENCE MARK 2 IS 32 FEET NORTH OF THE NORHWEST CORNER OF THE
 JB1779'CHURCH, 21 FEET EAST OF A
 JB1779'T-FENCE CORNER AND 1 FOOT SOUTH OF A WIRE FENCE.  THE
 JB1779'MONUMENT IS FLUSH AND THE
 JB1779'DISK IS STAMPED GARDEN NO 2 1961.
 JB1779'
 JB1779'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JB1779'ROAD, 2 FEET NORTHWEST OF
 JB1779'A POWER POLE, 1 FOOT NORTH OF A WITNESS POST AND 6
 JB1779'INCHES EAST OF A WIRE FENCE.
 JB1779'THE MONUMENT PROJECTS 5 INCHES AND THE
 JB1779'DISK IS STAMPED GARDEN 1961.
 JB1779'
 JB1779'NOTE- THE STATION WAS BUILT IN 1961 BUT NOT OCCUPIED UNTIL 1962.
 JB1779'
 JB1779'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI3663 ***********************************************************************
 CI3663  DESIGNATION -  GARDEN AZ MK
 CI3663  PID         -  CI3663
 CI3663  STATE/COUNTY-  IL/WAYNE
 CI3663  USGS QUAD   -  ORCHARDVILLE (1968)
 CI3663
 CI3663                         *CURRENT SURVEY CONTROL
 CI3663  ___________________________________________________________________
 CI3663* NAD 83(1997)-  38 35 11.95215(N)    088 38 58.35559(W)     ADJUSTED  
 CI3663* NAVD 88     -       170.6    (meters)     560.     (feet)  GPS OBS   
 CI3663  ___________________________________________________________________
 CI3663  X           -     117,654.489 (meters)                     COMP
 CI3663  Y           -  -4,990,798.198 (meters)                     COMP
 CI3663  Z           -   3,956,639.996 (meters)                     COMP
 CI3663  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CI3663  ELLIP HEIGHT-         139.71  (meters)          (05/30/05) GPS OBS
 CI3663  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 CI3663
 CI3663  HORZ ORDER  -  FIRST
 CI3663  ELLP ORDER  -  FOURTH    CLASS I
 CI3663
 CI3663.The horizontal coordinates were established by GPS observations
 CI3663.and adjusted by the National Geodetic Survey in May 2005..
 CI3663
 CI3663.The orthometric height was determined by GPS observations and a
 CI3663.high-resolution geoid model.
 CI3663
 CI3663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI3663
 CI3663.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI3663
 CI3663.The ellipsoidal height was determined by GPS observations
 CI3663.and is referenced to NAD 83.
 CI3663
 CI3663.The geoid height was determined by GEOID03.
 CI3663
 CI3663;                    North         East     Units Scale Factor Converg.
 CI3663;SPC IL E     -   213,140.360   272,449.873   MT  0.99998434   -0 11 50.0
 CI3663;SPC IL E     -   699,278.00    893,862.63   sFT  0.99998434   -0 11 50.0
 CI3663;UTM  16      - 4,272,198.764   356,331.376   MT  0.99985418   -1 01 44.4
 CI3663
 CI3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI3663!SPC IL E     -   0.99997808  x   0.99998434  =   0.99996242
 CI3663!UTM  16      -   0.99997808  x   0.99985418  =   0.99983226
 CI3663
 CI3663                          SUPERSEDED SURVEY CONTROL
 CI3663
 CI3663.No superseded survey control is available for this station.
 CI3663
 CI3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5633172199(NAD 83)
 CI3663_MARKER: DD = SURVEY DISK
 CI3663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI3663_STAMPING: GARDEN
 CI3663_PROJECTION: FLUSH
 CI3663_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI3663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI3663+STABILITY: SURFACE MOTION
 CI3663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI3663+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 CI3663
 CI3663  HISTORY     - Date     Condition        Report By
 CI3663  HISTORY     - 1962     MONUMENTED       CGS
 CI3663  HISTORY     - 20040630 GOOD             ILDT
 CI3663
 CI3663                          STATION DESCRIPTION
 CI3663
 CI3663'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (KA)
 CI3663'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2641 ***********************************************************************
 ME2641  DESIGNATION -  GARDEN RESET
 ME2641  PID         -  ME2641
 ME2641  STATE/COUNTY-  IL/WILL
 ME2641  USGS QUAD   -  FRANKFORT (1990)
 ME2641
 ME2641                         *CURRENT SURVEY CONTROL
 ME2641  ___________________________________________________________________
 ME2641* NAD 83(1997)-  41 26 24.43222(N)    087 49 35.54973(W)     ADJUSTED  
 ME2641* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 ME2641  ___________________________________________________________________
 ME2641  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 ME2641  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 ME2641
 ME2641  HORZ ORDER  -  FIRST
 ME2641
 ME2641.The horizontal coordinates were established by classical geodetic methods
 ME2641.and adjusted by the National Geodetic Survey in October 1999..
 ME2641
 ME2641.The orthometric height was scaled from a topographic map.
 ME2641
 ME2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2641
 ME2641.The geoid height was determined by GEOID03.
 ME2641
 ME2641;                    North         East     Units Scale Factor Converg.
 ME2641;SPC IL E     -   530,043.473   342,353.135   MT  0.99999707   +0 20 07.5
 ME2641;SPC IL E     - 1,738,984.29  1,123,203.58   sFT  0.99999707   +0 20 07.5
 ME2641;UTM  16      - 4,587,946.075   430,950.739   MT  0.99965867   -0 32 49.4
 ME2641
 ME2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2641!SPC IL E     -   0.99996695  x   0.99999707  =   0.99996402
 ME2641!UTM  16      -   0.99996695  x   0.99965867  =   0.99962563
 ME2641
 ME2641|---------------------------------------------------------------------|
 ME2641| PID    Reference Object                     Distance      Geod. Az  |
 ME2641|                                                           dddmmss.s |
 ME2641| CM3541 GARDEN RM 1                          86.100 METERS 04001     |
 ME2641| CM2680 ANGELICA CHURCH                                    0445201.2 |
 ME2641| CM3543 GARDEN RM 3                          57.912 METERS 08839     |
 ME2641| CM3542 GARDEN RM 2                                        1731149.5 |
 ME2641| ME2651 MANHATTAN MUNICIPAL TANK            APPROX.13.5 KM 2611713.7 |
 ME2641| ME2643 FRANKFORT MUNICIPAL TANK            APPROX. 6.9 KM 3414242.2 |
 ME2641|---------------------------------------------------------------------|
 ME2641
 ME2641                          SUPERSEDED SURVEY CONTROL
 ME2641
 ME2641  NAD 83(1997)-  41 26 24.43215(N)    087 49 35.54986(W) AD(       ) 1
 ME2641  NAD 83(1986)-  41 26 24.43609(N)    087 49 35.55597(W) AD(       ) 1
 ME2641  NAD 27      -  41 26 24.31230(N)    087 49 35.38360(W) AD(       ) 1
 ME2641
 ME2641.Superseded values are not recommended for survey control.
 ME2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2641.See file dsdata.txt to determine how the superseded data were derived.
 ME2641
 ME2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3095187946(NAD 83)
 ME2641_MARKER: DS = TRIANGULATION STATION DISK
 ME2641_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2641+WITH SETTING: PAVEMENT
 ME2641_SP_SET: CONCRETE SLAB
 ME2641
 ME2641  HISTORY     - Date     Condition        Report By
 ME2641  HISTORY     - 1879     MONUMENTED       USLS
 ME2641  HISTORY     - 1930     GOOD             CGS
 ME2641  HISTORY     - 1952     GOOD             CGS
 ME2641  HISTORY     - 1959     GOOD             CGS
 ME2641  HISTORY     - 1973     GOOD             ILHD
 ME2641
 ME2641                          STATION DESCRIPTION
 ME2641
 ME2641'DESCRIBED BY US LAKE SURVEY 1879
 ME2641'THIS STATION IS SITUATED IN THE NE QUARTER OF THE NE QUARTER OF SEC.
 ME2641'15, T 34 N, R 13 W,
 ME2641'GREEN GARDEN TOWNSHIP, WILL COUNTY, ILLINOIS, ABOUT
 ME2641'1-1/2 MILES N AND 4 MILES W OF
 ME2641'MONEE RAILWAY STATION ON THE ILLINOIS
 ME2641'CENTRAL RAILROAD.  THE HEIGHT OF STATION USED WAS
 ME2641'50 FEET.  THE
 ME2641'GEODETIC POINT IS MARKED BY A STONE POST OF THE USUAL FORM, SET
 ME2641'ABOUT 3 FEET
 ME2641'BELOW THE SURFACE OF THE GROUND, WITH A STONE POST
 ME2641'SET DIRECTLY OVER IT AS A
 ME2641'SURFACE MARK.  THREE STONE REFERENCE
 ME2641'POSTS WERE SET AS FOLLOWS- ONE ON THE W
 ME2641'SIDE OF THE ROAD JUST E OF
 ME2641'THE STATION, BEARING S 57 DEG 22 MIN E, DISTANT 72.8
 ME2641'METERS, ONE NEAR THE
 ME2641'SE CORNER OF THE CROSSING OF TWO ROADS ON SECTION LINES, AT THE
 ME2641'CORNER OF SECTIONS
 ME2641'10, 11, 14, AND 15, BEARING N 49 DEG 28 MIN E, DISTANT
 ME2641'103.3 METERS, AND ONE ON THE N SIDE
 ME2641'OF THE ROAD N OF THE STATION
 ME2641'BEARING N 17 DEG 07 MIN W, DISTANT 86.6 METERS FROM
 ME2641'THE GEODETIC POINT.
 ME2641'THE CORNER OF SECTIONS 10, 11, 14, AND 15 BEARS N 41 DEG 13 MIN E,
 ME2641'AND IS DISTANT 103.0
 ME2641'METERS FROM THE GEODETIC POINT.  THE HEIGHT OF
 ME2641'GROUND AT THE STATION ABOVE MEAN
 ME2641'LEVEL OF LAKE MICHIGAN IS 218.3
 ME2641'FEET.
 ME2641
 ME2641                          STATION RECOVERY (1930)
 ME2641
 ME2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 ME2641'THE STATION AND THE THREE REFERENCE MARKS WERE RECOVERED, AND FOUND
 ME2641'TO BE IN FAIR CONDITION.
 ME2641'THE LOCATION OF THE STATION IS AS FOLLOWS- ABOUT
 ME2641'8 MILES E AND 1 MILE N OF
 ME2641'MANHATTAN, 3-1/2 MILES E OF S OF FRANKFORT,
 ME2641'1 MILE SW OF THE ANGELICA CHURCH, IN THE NE
 ME2641'1/4 OF THE NE
 ME2641'1/4 OF SEC. 15, T 34 N, R 12 E, ON HIGHEST GROUND IN A
 ME2641'CULTIVATED
 ME2641'FIELD OWNED AND FARMED BY MR. HENRY EISENBRANDT OF FRANKFORT,
 ME2641'WHOSE BROTHER
 ME2641'LIVES 750 FEET N OF THE STATION.
 ME2641'
 ME2641'THE MARK IS 12 INCHES BELOW THE SURFACE, 103 METERS SW OF A
 ME2641'ROAD INTERSECTION
 ME2641'WHICH IS THE SECTION CORNER, 66.7 METERS S OF A
 ME2641'FENCE, AND 58.0 METERS W OF A FENCE.
 ME2641'
 ME2641'A SLAB OF CONCRETE WAS PLACED OVER THE ORIGINAL STONE POST
 ME2641'MARKING THE
 ME2641'STATION, AND A BRASS DISK CENTERED OVER THE GEODETIC
 ME2641'POINT AND MARKED U.S.C. AND
 ME2641'G.S. 1930 AND U.S.E. 1879.  THE ORIGINAL
 ME2641'REFERENCE MARKS ARE STONE POSTS 6 INCHES
 ME2641'SQUARE WITH A CROSS AND
 ME2641'U.S. CUT IN THE TOP THEY PROJECT ABOUT 5 INCHES ABOVE THE
 ME2641'SURFACE.  THE
 ME2641'DESCRIPTION OF THE OLD REFERENCE MARKS IS GOOD EXCEPT
 ME2641'FOR THE DISTANCE TO
 ME2641'THE STATION WHICH WAS CORRECTED.
 ME2641'TWO NEW REFERENCE MARKS WERE
 ME2641'SET AS FOLLOWS-
 ME2641'
 ME2641'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 ME2641'AS DESCRIBED IN
 ME2641'SET 4 INCHES ABOVE THE SURFACE, AND IS
 ME2641'LOCATED NEAR A FENCE CORNER IN THE
 ME2641'SW CORNER OF THE ROAD INTERSECTION,
 ME2641'AND 86.05 METERS (SLOPE DISTANCE) NE OF STATION.  IT
 ME2641'IS 17.0
 ME2641'METERS SW OF THE SECTION CORNER, AND 2.0 METERS SW OF THE FENCE
 ME2641'CORNER.  REFERENCE
 ME2641'MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 ME2641'AS DESCRIBED, SET 4
 ME2641'INCHES ABOVE THE SURFACE,
 ME2641'AND IS LOCATED NEAR A FENCE CORNER ON THE W SIDE
 ME2641'OF THE SECTION LINE
 ME2641'ROAD 500 FEET NE OF A HOUSE AND APPROXIMATELY 0.35 MILE E OF
 ME2641'S OF THE
 ME2641'STATION.
 ME2641'
 ME2641'HEIGHT OF SIGNAL USED 35 METERS.
 ME2641
 ME2641                          STATION RECOVERY (1952)
 ME2641
 ME2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2641'STATION WAS RECOVERED AS DESCRIBED BY THE 1930 DESCRIPTION.  STATION
 ME2641'MARK AND REFERENCE MARKS SET IN 1930
 ME2641'WERE FOUND IN GOOD CONDITION.  DISTANCES AND DIRECTIONS TO THESE
 ME2641'REFERENCE MARKS CHECKED.  THE USLS
 ME2641'REFERENCE MARKS WERE SEARCHED FOR BUT COULD NOT BE
 ME2641'FOUND AND SHOULD BE CONSIDERED DESTROYED.  THE
 ME2641'ANGELICA CHURCH STEEPLE USED AS AN AZIMUTH
 ME2641'MARK HAS BEEN DESTROYED.  A NEW REFERENCE MARK NO. 3 WAS SET BY
 ME2641'THIS PARTY.  A COMPLETE NEW
 ME2641'DESCRIPTION FOLLOWS.
 ME2641'
 ME2641'STATION IS LOCATED 4 MILES NORTHWEST OF MONEE AND 3 MILES SOUTH OF
 ME2641'FRANKFORT ON PROPERTY OWNED
 ME2641'BY MR. BASTON SWETS.  IT IS 310 FEET SOUTHWEST OF THE INTERSECTION OF
 ME2641'A GRAVEL CROSSROAD, 250 FEET SOUTH
 ME2641'OF A GRAVEL ROAD AND 224 FEET WEST OF A GRAVEL ROAD.
 ME2641'THE MARK IS 12 INCHES BELOW THE SURFACE AND THE
 ME2641'DISK IS STAMPED USE GARDEN 1930 1879.
 ME2641'
 ME2641'REFERENCE MARK NO. 1 IS 282.5 FEET (SLOPE DISTANCE) NORTHEAST OF THE
 ME2641'STATION.  IT IS 43 FEET WEST OF A
 ME2641'GRAVEL ROAD, 39 FEET SOUTH OF A GRAVEL ROAD AND 8 FEET SOUTHWEST OF A
 ME2641'POWER LINE POLE.  THE MARK PROJECTS
 ME2641'2 INCHES AND THE DISK IS STAMPED GARDEN NO 1 1930.
 ME2641'
 ME2641'REFERENCE MARK MARK NO. 2 IS 0.35 MILE SOUTH OF THE STATION AND WAS
 ME2641'USED AS AN AZIMUTH MARK.  IT IS 35
 ME2641'FEET WEST OF A GRAVEL ROAD, 4 FEET SOUTHWEST OF A WHITE WITNESS POST
 ME2641'AND 3 FEET NORTHWEST OF A FENCE
 ME2641'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 ME2641'GARDEN.
 ME2641'
 ME2641'REFERENCE MARK NO. 3 IS 190.00 FEET EAST OF THE STATION.  IT IS 38
 ME2641'FEET WEST OF A GRAVEL ROAD AND
 ME2641'2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 ME2641'THE DISK IS STAMPED GARDEN NO 3
 ME2641'1930.
 ME2641'
 ME2641'TO REACH THE STATION FROM THE BRIDGE ACROSS THE ILLNOIS CENTRAL RAIL
 ME2641'ROAD, NORTH OF THE DEPOT IN
 ME2641'MONEE, GO WEST FOR 0.1 MILE TO THE INTERSECTION OF U.S. HIGHWAY 54,
 ME2641'CONTINUE WEST FOR 0.1 MILE TO A
 ME2641'REVERSE Y, TURN RIGHT AND GO NORTH AND WEST FOR 4.3
 ME2641'MILES TO A GRAVEL CROSS ROAD, TURN RIGHT AND GO
 ME2641'NORTH FOR 0.6 MILE TO R.M. NO. 2 ON
 ME2641'THE LEFT AS DESCRIBED.  CONTINUE FOR 0.4 MILE TO A GRAVEL CROSS
 ME2641'ROAD AND THE STATION IN THE
 ME2641'SOUTHWEST CORNER AS DESCRIBED.
 ME2641'
 ME2641'THE UNDERGROUND MARK IS A BRASS DISK SET IN CONCRETE AND CENTERED
 ME2641'OVER THE ORIGINAL STONE
 ME2641'POST.  THE DISK IS STAMPED U.S.C. AND G.S. 1930 U.S.E. 1879.
 ME2641'
 ME2641'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2641
 ME2641                          STATION RECOVERY (1959)
 ME2641
 ME2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2641'THE STATION AND ALL MARKS WITH THE EXCEPTION OF REFERENCE MARK NO. 3
 ME2641'WERE RECOVERED AS DESCRIBED BY
 ME2641'M.W. SWANSON IN 1952.  REFERENCE MARK NO. 3 WAS FOUND LAYING NEAR
 ME2641'REFERENCE MARK NO. 1.
 ME2641'
 ME2641'RECOVERED BY RECONNAISSANCE PARTY.
 ME2641
 ME2641                          STATION RECOVERY (1973)
 ME2641
 ME2641'RECOVERY NOTE BY IL HIGHWAY DEPT 1973 (FAW)
 ME2641'GARDEN 1879, 1930 GOOD- DESCRIPTION O.K.
 ME2641'GARDEN NO. 1, 1930
 ME2641'GOOD.
 ME2641'GARDEN NO. 2, 1930 GOOD.
 ME2641'GARDEN NO. 3, 1930 DESTROYED- DISK WAS RECOVERED.
 ME2641'
 ME2641'GARDEN 1879, 1930 IS ON THE PROPERTY OWED BY RICH REAL ESTATE OF
 ME2641'ORLAND PARK AND IS NOW
 ME2641'BEING SUBDIVIDED.  MR. CLARK, WHO WORKS FOR THE REAL ESTATE COMPANY,
 ME2641'LIVES WEST OF THE STATION
 ME2641'ABOUT 0.5 MILES ON THE NORTH SIDE OF THE GRAVEL ROAD.
 ME2641'HE WAS NOT AT HOME WHEN THE STATION WAS
 ME2641'RECOVERED.
 ME2641'
 ME2641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.0 MILES NORTH-
 ME2641'WEST OF MONEE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0294 ***********************************************************************
 MF0294  DESIGNATION -  GARDNER
 MF0294  PID         -  MF0294
 MF0294  STATE/COUNTY-  IL/GRUNDY
 MF0294  USGS QUAD   -  GARDNER (1983)
 MF0294
 MF0294                         *CURRENT SURVEY CONTROL
 MF0294  ___________________________________________________________________
 MF0294* NAD 83(1997)-  41 11 04.89706(N)    088 19 05.70666(W)     ADJUSTED  
 MF0294* NAVD 88     -       178.928  (meters)     587.03   (feet)  ADJUSTED  
 MF0294  ___________________________________________________________________
 MF0294  X           -     141,081.452 (meters)                     COMP
 MF0294  Y           -  -4,805,148.890 (meters)                     COMP
 MF0294  Z           -   4,177,977.854 (meters)                     COMP
 MF0294  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MF0294  ELLIP HEIGHT-         146.26  (meters)          (02/03/05) GPS OBS
 MF0294  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MF0294  DYNAMIC HT  -         178.857 (meters)     586.80  (feet)  COMP
 MF0294  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 MF0294
 MF0294  HORZ ORDER  -  FIRST
 MF0294  VERT ORDER  -  SECOND    CLASS 0
 MF0294  ELLP ORDER  -  FOURTH    CLASS II
 MF0294
 MF0294.The horizontal coordinates were established by GPS observations
 MF0294.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0294
 MF0294.The orthometric height was determined by differential leveling
 MF0294.and adjusted by the National Geodetic Survey in June 1991..
 MF0294
 MF0294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0294
 MF0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0294
 MF0294.The ellipsoidal height was determined by GPS observations
 MF0294.and is referenced to NAD 83.
 MF0294
 MF0294.The geoid height was determined by GEOID03.
 MF0294
 MF0294.The dynamic height is computed by dividing the NAVD 88
 MF0294.geopotential number by the normal gravity value computed on the
 MF0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0294.degrees latitude (g = 980.6199 gals.).
 MF0294
 MF0294.The modeled gravity was interpolated from observed gravity values.
 MF0294
 MF0294;                    North         East     Units Scale Factor Converg.
 MF0294;SPC IL E     -   501,552.673   301,265.303   MT  0.99997502   +0 00 35.8
 MF0294;SPC IL E     - 1,645,510.73    988,401.25   sFT  0.99997502   +0 00 35.8
 MF0294;UTM  16      - 4,560,097.716   389,441.742   MT  0.99975043   -0 52 05.3
 MF0294
 MF0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0294!SPC IL E     -   0.99997706  x   0.99997502  =   0.99995208
 MF0294!UTM  16      -   0.99997706  x   0.99975043  =   0.99972749
 MF0294
 MF0294|---------------------------------------------------------------------|
 MF0294| PID    Reference Object                     Distance      Geod. Az  |
 MF0294|                                                           dddmmss.s |
 MF0294| MF0295 GARDNER RM 2                         26.723 METERS 00537     |
 MF0294| MF1426 GARDNER MUNICIPAL TANK              APPROX. 0.7 KM 0774457.3 |
 MF0294| MF0292 GARDNER AZ MK                                      1954238.8 |
 MF0294| MF0293 GARDNER RM 1                         26.374 METERS 20915     |
 MF0294|---------------------------------------------------------------------|
 MF0294
 MF0294                          SUPERSEDED SURVEY CONTROL
 MF0294
 MF0294  ELLIP H (03/04/03)  146.27   (m)                       GP(       ) 4 2
 MF0294  NAD 83(1997)-  41 11 04.90149(N)    088 19 05.70643(W) AD(       ) 2
 MF0294  NAD 83(1997)-  41 11 04.90525(N)    088 19 05.70944(W) AD(       ) 2
 MF0294  NAD 83(1986)-  41 11 04.90970(N)    088 19 05.72229(W) AD(       ) 2
 MF0294  NAD 27      -  41 11 04.79200(N)    088 19 05.50580(W) AD(       ) 2
 MF0294  NGVD 29 (??/??/92)  179.006  (m)          587.29   (f) ADJ UNCH    2 0
 MF0294
 MF0294.Superseded values are not recommended for survey control.
 MF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0294.See file dsdata.txt to determine how the superseded data were derived.
 MF0294
 MF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8944260098(NAD 83)
 MF0294_MARKER: DE = TRAVERSE STATION DISK
 MF0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0294_STAMPING: GARDNER 1960
 MF0294_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0294+STABILITY: SURFACE MOTION
 MF0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0294+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF0294
 MF0294  HISTORY     - Date     Condition        Report By
 MF0294  HISTORY     - 1960     MONUMENTED       CGS
 MF0294  HISTORY     - 1961     GOOD             NGS
 MF0294  HISTORY     - 1970     GOOD             LOCENG
 MF0294  HISTORY     - 1976     GOOD             ALSTER
 MF0294  HISTORY     - 1989     GOOD             USPSQD
 MF0294  HISTORY     - 200205   GOOD             ASCPC
 MF0294  HISTORY     - 20050725 GOOD             GEOSPC
 MF0294
 MF0294                          STATION DESCRIPTION
 MF0294
 MF0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0294'THE STATION IS LOCATED IN THE WEST EDGE OF GARDNER ON THE WEST
 MF0294'SIDE OF U.S. HIGHWAY ALTERNATE 66, ABOUT 0.2 MILE EAST OF U.S.
 MF0294'HIGHWAY 66, ABOUT 0.05 MILE SOUTH OF THE JUNCTION OF U.S.
 MF0294'HIGHWAY ALTERNATE 66 AND STATE ROUTE 129 AND JUST EAST OF
 MF0294'SOME GRAIN BINS.
 MF0294'
 MF0294'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY ALTERNATE
 MF0294'66 AND STATE ROUTE 129 IN THE WEST EDGE OF GARDNER, GO SOUTH
 MF0294'ON U.S. HIGHWAY ALTERNATE 66 FOR ABOUT 0.05 MILE TO STATION ON
 MF0294'RIGHT.
 MF0294'
 MF0294'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 MF0294'14 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MF0294'OF THE GROUND AND IS STAMPED GARDNER 1960.  THE MARK IS 69
 MF0294'FEET WEST OF THE CENTER OF THE ROAD, 46 FEET SOUTH OF CENTER
 MF0294'OF DRIVEWAY, 18.7 FEET EAST OF FENCE AND 18.2 FEET EAST OF THE
 MF0294'WITNESS POST.
 MF0294'
 MF0294'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 MF0294'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 MF0294'SURFACE OF THE GROUND AND IS STAMPED GARDNER NO 1 1960, THE
 MF0294'MARK IS 87 FEET WEST OF THE CENTER OF ROAD, 83 FEET SOUTH OF
 MF0294'THE WITNESS POST AND 1 FOOT EAST OF FENCE.
 MF0294'
 MF0294'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 MF0294'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 MF0294'SURFACE OF THE GROUND AND IS STAMPED GARDNER NO 2 1960.  THE
 MF0294'MARK IS 87 FEET NORTH OF THE WITNESS POST, 87 FEET WEST OF THE
 MF0294'CENTER OF ROAD, 43 FEET NORTH OF CENTER OF GATE AND 3 FEET
 MF0294'SOUTH OF FENCE CORNER.
 MF0294'
 MF0294'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 MF0294'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND
 MF0294'IS STAMPED GARDNER 1960.  THE MARK IS 52 FEET SOUTHEAST OF
 MF0294'CENTER OF ROAD, 26 FEET WEST OF EDGE OF POND, 1.9 FEET EAST OF
 MF0294'THE WITNESS POST AND 3 FEET NORTHEAST OF A TELEPHONE POLE.
 MF0294'
 MF0294'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4
 MF0294'MILE TO A SIDE ROAD LEFT AND AZIMUTH MARK ON LEFT.
 MF0294'
 MF0294'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF0294
 MF0294                          STATION RECOVERY (1961)
 MF0294
 MF0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0294'AT GARDNER.
 MF0294'IN THE WEST PART OF GARDNER AT THE JUNCTION OF ATLERNATE U.S.
 MF0294'HIGHWAY 66 AND STATE HIGHWAY 129, ABOUT 0.15 MILES EAST ALONG
 MF0294'ALTERNATE U.S. HIGHWAY 66 FROM THE OVERPASS AT THE JUNCTION OF
 MF0294'U.S. HIGHWAY 66, AT THE ENTRANCE TO THE U.S.D.A. GRAIN STORAGE
 MF0294'BINS, 69 FEET NORTHWEST OF THE CENTER LINE OF ALTERNATE U.S.
 MF0294'HIGHWAY 66, 19 FEET SOUTHEAST OF THE FENCE, 35 FEET SOUTH OF THE
 MF0294'SOUTH END OF A METAL GATE, 91 FEET SOUTH OF A FENCE CORNER, 18.3
 MF0294'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH ALTERNATE
 MF0294'U.S. HIGHWAY 66 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MF0294'THE GROUND.
 MF0294
 MF0294                          STATION RECOVERY (1970)
 MF0294
 MF0294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 MF0294'RECOVERED BY MC FARLAND JOHNSON ENGR CO
 MF0294'
 MF0294'GARDNER 1960-GOOD
 MF0294
 MF0294                          STATION RECOVERY (1976)
 MF0294
 MF0294'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (DK)
 MF0294'GARDNER 1960 RECOVERED GOOD.
 MF0294'
 MF0294'AZ. MARK RECOVERED GOOD.
 MF0294'
 MF0294'GARDNER 1960 AZ MK CENTER CROSS IS GOOD, PART OF CAP IS MARDED
 MF0294'STONE IS CHIPPED.
 MF0294'
 MF0294'DISTANCE AND DIRECTION FROM NEAREST TOWN W EDGE OF GARDNER, ILLINOIS.
 MF0294
 MF0294                          STATION RECOVERY (1989)
 MF0294
 MF0294'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 MF0294'RECOVERED IN GOOD CONDITION.
 MF0294
 MF0294                          STATION RECOVERY (2002)
 MF0294
 MF0294'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0294'RECOVERED AS DESCRIBED
 MF0294' 
 MF0294'
 MF0294
 MF0294                          STATION RECOVERY (2005)
 MF0294
 MF0294'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF0294'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0292 ***********************************************************************
 MF0292  DESIGNATION -  GARDNER AZ MK
 MF0292  PID         -  MF0292
 MF0292  STATE/COUNTY-  IL/GRUNDY
 MF0292  USGS QUAD   -  GARDNER (1983)
 MF0292
 MF0292                         *CURRENT SURVEY CONTROL
 MF0292  ___________________________________________________________________
 MF0292* NAD 83(1986)-  41 10 46.     (N)    088 19 10.     (W)     SCALED    
 MF0292* NAVD 88     -       179.308  (meters)     588.28   (feet)  ADJUSTED  
 MF0292  ___________________________________________________________________
 MF0292  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 MF0292  DYNAMIC HT  -         179.236 (meters)     588.04  (feet)  COMP
 MF0292  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 MF0292
 MF0292  VERT ORDER  -  SECOND    CLASS 0
 MF0292
 MF0292.The horizontal coordinates were scaled from a topographic map and have
 MF0292.an estimated accuracy of +/- 6 seconds.
 MF0292
 MF0292.The orthometric height was determined by differential leveling
 MF0292.and adjusted by the National Geodetic Survey in June 1991..
 MF0292
 MF0292.The geoid height was determined by GEOID03.
 MF0292
 MF0292.The dynamic height is computed by dividing the NAVD 88
 MF0292.geopotential number by the normal gravity value computed on the
 MF0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0292.degrees latitude (g = 980.6199 gals.).
 MF0292
 MF0292.The modeled gravity was interpolated from observed gravity values.
 MF0292
 MF0292;                    North         East    Units  Estimated Accuracy
 MF0292;SPC IL E     -   500,970.      301,170.      MT  (+/- 180 meters Scaled)
 MF0292
 MF0292                          SUPERSEDED SURVEY CONTROL
 MF0292
 MF0292  NGVD 29 (??/??/92)  179.385  (m)          588.53   (f) ADJ UNCH    2 0
 MF0292
 MF0292.Superseded values are not recommended for survey control.
 MF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0292.See file dsdata.txt to determine how the superseded data were derived.
 MF0292
 MF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL893595(NAD 83)
 MF0292_MARKER: DZ = AZIMUTH MARK DISK
 MF0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0292_STAMPING: GARDNER 1960
 MF0292_MARK LOGO: CGS   
 MF0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0292+STABILITY: SURFACE MOTION
 MF0292
 MF0292  HISTORY     - Date     Condition        Report By
 MF0292  HISTORY     - 1960     MONUMENTED       CGS
 MF0292  HISTORY     - 1961     GOOD             NGS
 MF0292
 MF0292                          STATION DESCRIPTION
 MF0292
 MF0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0292'0.4 MI SW FROM GARDNER.
 MF0292'ABOUT 0.15 MILES EAST ALONG ALTERNATE U.S. HIGHWAY 66 FROM THE
 MF0292'OVERPASS AT THE JUNCTION OF U.S. HIGHWAY 66 AND ALTERNATE U.S.
 MF0292'HIGHWAY 66 IN THE WEST PART OF GARDNER, THENCE 0.10 MILES SOUTHWEST
 MF0292'ALONG ALTERNATE U.S. HIGHWAY 66, THENCE 0.2 MILES SOUTHWEST ALONG
 MF0292'A CONCRETE PAVED ROAD AT ITS JUNCTION WITH A GRAVEL ROAD, 53 FEET
 MF0292'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 28 FEET NORTHEAST OF THE
 MF0292'CENTER LINE OF THE GRAVEL ROAD, 2.9 FEET NORTH OF A POWER POLE,
 MF0292'1.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 MF0292'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 MF0292'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1426 ***********************************************************************
 MF1426  DESIGNATION -  GARDNER MUNICIPAL TANK
 MF1426  PID         -  MF1426
 MF1426  STATE/COUNTY-  IL/GRUNDY
 MF1426  USGS QUAD   -  GARDNER (1983)
 MF1426
 MF1426                         *CURRENT SURVEY CONTROL
 MF1426  ___________________________________________________________________
 MF1426* NAD 83(1997)-  41 11 09.92935(N)    088 18 35.02143(W)     ADJUSTED  
 MF1426* NAVD 88     -                                                        
 MF1426  ___________________________________________________________________
 MF1426  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MF1426  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MF1426
 MF1426  HORZ ORDER  -  THIRD
 MF1426
 MF1426.The horizontal coordinates were established by classical geodetic methods
 MF1426.and adjusted by the National Geodetic Survey in October 1999..
 MF1426
 MF1426
 MF1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1426
 MF1426.The geoid height was determined by GEOID03.
 MF1426
 MF1426;                    North         East     Units Scale Factor Converg.
 MF1426;SPC IL E     -   501,708.071   301,980.379   MT  0.99997505   +0 00 56.0
 MF1426;SPC IL E     - 1,646,020.56    990,747.29   sFT  0.99997505   +0 00 56.0
 MF1426;UTM  16      - 4,560,242.105   390,158.953   MT  0.99974849   -0 51 45.2
 MF1426
 MF1426                          SUPERSEDED SURVEY CONTROL
 MF1426
 MF1426  NAD 83(1997)-  41 11 09.93299(N)    088 18 35.02426(W) AD(       ) 4
 MF1426  NAD 83(1986)-  41 11 09.93752(N)    088 18 35.03785(W) AD(       ) 4
 MF1426  NAD 27      -  41 11 09.81900(N)    088 18 34.82200(W) AD(       ) 3
 MF1426
 MF1426.Superseded values are not recommended for survey control.
 MF1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1426.See file dsdata.txt to determine how the superseded data were derived.
 MF1426
 MF1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9015960242(NAD 83)
 MF1426_MARKER: 53 = ELEVATED TANK
 MF1426
 MF1426  HISTORY     - Date     Condition        Report By
 MF1426  HISTORY     - 1961     FIRST OBSERVED   CGS
 MF1426
 MF1426                          STATION DESCRIPTION
 MF1426
 MF1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 MF1426'STATION IS LOCATED IN THE VILLAGE OF GARDNER AND IS APPROXIMATELY
 MF1426'100 FEET NORTH OF THE JUNCTION OF MAIN AND GRUNDY STREETS.
 MF1426'
 MF1426'STATION IS A ROUND METAL TANK PAINTED SILVER, IS SUPPORTED
 MF1426'BY A STANDPIPE BASE, HAS GARDNER PAINTED WITH BLACK LETTERING
 MF1426'ON NORTH AND SOUTHWEST SIDES OF TANK AND IS APPROXIMATELY
 MF1426'100 FEET HIGH.
 MF1426'
 MF1426'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0293 ***********************************************************************
 MF0293  DESIGNATION -  GARDNER RM 1
 MF0293  PID         -  MF0293
 MF0293  STATE/COUNTY-  IL/GRUNDY
 MF0293  USGS QUAD   -  GARDNER (1983)
 MF0293
 MF0293                         *CURRENT SURVEY CONTROL
 MF0293  ___________________________________________________________________
 MF0293* NAD 83(1986)-  41 11 04.     (N)    088 19 05.     (W)     SCALED    
 MF0293* NAVD 88     -       178.647  (meters)     586.11   (feet)  ADJUSTED  
 MF0293  ___________________________________________________________________
 MF0293  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MF0293  DYNAMIC HT  -         178.576 (meters)     585.88  (feet)  COMP
 MF0293  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 MF0293
 MF0293  VERT ORDER  -  SECOND    CLASS 0
 MF0293
 MF0293.The horizontal coordinates were scaled from a topographic map and have
 MF0293.an estimated accuracy of +/- 6 seconds.
 MF0293
 MF0293.The orthometric height was determined by differential leveling
 MF0293.and adjusted by the National Geodetic Survey in June 1991..
 MF0293
 MF0293.The geoid height was determined by GEOID03.
 MF0293
 MF0293.The dynamic height is computed by dividing the NAVD 88
 MF0293.geopotential number by the normal gravity value computed on the
 MF0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0293.degrees latitude (g = 980.6199 gals.).
 MF0293
 MF0293.The modeled gravity was interpolated from observed gravity values.
 MF0293
 MF0293;                    North         East    Units  Estimated Accuracy
 MF0293;SPC IL E     -   501,530.      301,280.      MT  (+/- 180 meters Scaled)
 MF0293
 MF0293                          SUPERSEDED SURVEY CONTROL
 MF0293
 MF0293  NGVD 29 (??/??/92)  178.724  (m)          586.36   (f) ADJ UNCH    2 0
 MF0293
 MF0293.Superseded values are not recommended for survey control.
 MF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0293.See file dsdata.txt to determine how the superseded data were derived.
 MF0293
 MF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL894600(NAD 83)
 MF0293_MARKER: DR = REFERENCE MARK DISK
 MF0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0293_STAMPING: GARDNER NO 1 1960
 MF0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0293+STABILITY: SURFACE MOTION
 MF0293
 MF0293  HISTORY     - Date     Condition        Report By
 MF0293  HISTORY     - 1960     MONUMENTED       CGS
 MF0293  HISTORY     - 1961     GOOD             NGS
 MF0293
 MF0293                          STATION DESCRIPTION
 MF0293
 MF0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0293'AT GARDNER.
 MF0293'IN THE WEST PART OF GARDNER AT THE JUNCTION OF ALTERNATE U.S.
 MF0293'HIGHWAY 66 AND STATE HIGHWAY 129, ABOUT 0.15 MILES EAST ALONG
 MF0293'ALTERNATE U.S. HIGHWAY 66 FROM THE OVERPASS AT THE JUNCTION OF U.S.
 MF0293'HIGHWAY 66, AT THE ENTRANCE TO THE U.S.D.A. GRAIN STORAGE BINS,
 MF0293'86 FEET NORTHWEST OF THE CENTER LINE OF ALTERNATE U.S. HIGHWAY 66,
 MF0293'1 FOOT SOUTHEAST OF THE FENCE, 114 FEET SOUTHWEST OF THE SOUTH
 MF0293'END OF A METAL GATE, 86.5 FEET SOUTHWEST OF TRAVERSE STATION GARDNER,
 MF0293'83.3 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 MF0293'ALTERNATE U.S. HIGHWAY 66 AND SET IN THE TOP OF A CONCRETE POST
 MF0293'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0295 ***********************************************************************
 MF0295  DESIGNATION -  GARDNER RM 2
 MF0295  PID         -  MF0295
 MF0295  STATE/COUNTY-  IL/GRUNDY
 MF0295  USGS QUAD   -  GARDNER (1983)
 MF0295
 MF0295                         *CURRENT SURVEY CONTROL
 MF0295  ___________________________________________________________________
 MF0295* NAD 83(1986)-  41 11 04.     (N)    088 19 05.     (W)     SCALED    
 MF0295* NAVD 88     -       178.865  (meters)     586.83   (feet)  ADJUSTED  
 MF0295  ___________________________________________________________________
 MF0295  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MF0295  DYNAMIC HT  -         178.794 (meters)     586.59  (feet)  COMP
 MF0295  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 MF0295
 MF0295  VERT ORDER  -  SECOND    CLASS 0
 MF0295
 MF0295.The horizontal coordinates were scaled from a topographic map and have
 MF0295.an estimated accuracy of +/- 6 seconds.
 MF0295
 MF0295.The orthometric height was determined by differential leveling
 MF0295.and adjusted by the National Geodetic Survey in June 1991..
 MF0295
 MF0295.The geoid height was determined by GEOID03.
 MF0295
 MF0295.The dynamic height is computed by dividing the NAVD 88
 MF0295.geopotential number by the normal gravity value computed on the
 MF0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0295.degrees latitude (g = 980.6199 gals.).
 MF0295
 MF0295.The modeled gravity was interpolated from observed gravity values.
 MF0295
 MF0295;                    North         East    Units  Estimated Accuracy
 MF0295;SPC IL E     -   501,530.      301,280.      MT  (+/- 180 meters Scaled)
 MF0295
 MF0295                          SUPERSEDED SURVEY CONTROL
 MF0295
 MF0295  NGVD 29 (??/??/92)  178.943  (m)          587.08   (f) ADJ UNCH    2 0
 MF0295
 MF0295.Superseded values are not recommended for survey control.
 MF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0295.See file dsdata.txt to determine how the superseded data were derived.
 MF0295
 MF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL894600(NAD 83)
 MF0295_MARKER: DR = REFERENCE MARK DISK
 MF0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0295_STAMPING: GARDNER NO 2 1960
 MF0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0295+STABILITY: SURFACE MOTION
 MF0295
 MF0295  HISTORY     - Date     Condition        Report By
 MF0295  HISTORY     - 1960     MONUMENTED       CGS
 MF0295  HISTORY     - 1961     GOOD             NGS
 MF0295
 MF0295                          STATION DESCRIPTION
 MF0295
 MF0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0295'AT GARDNER.
 MF0295'IN THE WEST PART OF GARDNER AT THE JUNCTION OF ALTERNATE U.S.
 MF0295'HIGHWAY 66 AND STATE HIGHWAY 129, ABOUT 0.15 MILES EAST ALONG
 MF0295'ALTERNATE U.S. HIGHWAY 66 FROM THE OVERPASS AT THE JUNCTION OF
 MF0295'U.S. HIGHWAY 66, AT THE ENTRANCE TO THE U.S.D.A. GRAIN STORAGE
 MF0295'BINS, 87 FEET NORTHWEST OF THE CENTER LINE OF ALTERNATE U.S. HIGHWAY
 MF0295'66, 1 FOOT SOUTHEAST OF THE FENCE, 3 FEET SOUTH-SOUTHEAST OF A
 MF0295'FENCE CORNER, 36 FEET NORTHWEST OF THE NORTH END OF A METAL GATE,
 MF0295'87.7 FEET NORTH OF TRAVERSE STATION GARDNER, 87.3 FEET
 MF0295'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH ALTERNATE
 MF0295'U.S. HIGHWAY 66, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MF0295'THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1878 ***********************************************************************
 LC1878  DESIGNATION -  GARFIELD
 LC1878  PID         -  LC1878
 LC1878  STATE/COUNTY-  IL/MCLEAN
 LC1878  USGS QUAD   -  NORMAL WEST (1995)
 LC1878
 LC1878                         *CURRENT SURVEY CONTROL
 LC1878  ___________________________________________________________________
 LC1878* NAD 83(1997)-  40 33 52.85393(N)    089 03 45.33553(W)     ADJUSTED  
 LC1878* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 LC1878  ___________________________________________________________________
 LC1878  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 LC1878  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC1878
 LC1878  HORZ ORDER  -  FIRST
 LC1878
 LC1878.The horizontal coordinates were established by classical geodetic methods
 LC1878.and adjusted by the National Geodetic Survey in October 1999..
 LC1878
 LC1878.The orthometric height was scaled from a topographic map.
 LC1878
 LC1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1878
 LC1878.The geoid height was determined by GEOID03.
 LC1878
 LC1878;                    North         East     Units Scale Factor Converg.
 LC1878;SPC IL E     -   432,956.623   238,242.966   MT  1.00002193   -0 28 27.3
 LC1878;SPC IL E     - 1,420,458.52    781,635.46   sFT  1.00002193   -0 28 27.3
 LC1878;SPC IL W     -   433,272.240   793,495.296   MT  1.00004874   +0 43 04.9
 LC1878;SPC IL W     - 1,421,494.01  2,603,325.82   sFT  1.00004874   +0 43 04.9
 LC1878;UTM  16      - 4,492,478.741   325,390.599   MT  0.99997529   -1 20 30.0
 LC1878
 LC1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1878!SPC IL E     -   0.99996317  x   1.00002193  =   0.99998510
 LC1878!SPC IL W     -   0.99996317  x   1.00004874  =   1.00001190
 LC1878!UTM  16      -   0.99996317  x   0.99997529  =   0.99993846
 LC1878
 LC1878:                Primary Azimuth Mark                     Grid Az
 LC1878:SPC IL E     -  GARFIELD AZ MK                           003 12 24.0
 LC1878:SPC IL W     -  GARFIELD AZ MK                           002 00 51.8
 LC1878:UTM  16      -  GARFIELD AZ MK                           004 04 26.7
 LC1878
 LC1878|---------------------------------------------------------------------|
 LC1878| PID    Reference Object                     Distance      Geod. Az  |
 LC1878|                                                           dddmmss.s |
 LC1878| CI7447 GARFIELD AZ MK                                     0024356.7 |
 LC1878| CI7448 GARFIELD RM 1                        22.418 METERS 11839     |
 LC1878| CI7449 GARFIELD RM 2                        26.750 METERS 34237     |
 LC1878|---------------------------------------------------------------------|
 LC1878
 LC1878                          SUPERSEDED SURVEY CONTROL
 LC1878
 LC1878  NAD 83(1986)-  40 33 52.86775(N)    089 03 45.33697(W) AD(       ) 1
 LC1878  NAD 27      -  40 33 52.73700(N)    089 03 45.05770(W) AD(       ) 1
 LC1878
 LC1878.Superseded values are not recommended for survey control.
 LC1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1878.See file dsdata.txt to determine how the superseded data were derived.
 LC1878
 LC1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2539192479(NAD 83)
 LC1878_MARKER: DS = TRIANGULATION STATION DISK
 LC1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1878
 LC1878  HISTORY     - Date     Condition        Report By
 LC1878  HISTORY     - 1959     MONUMENTED       CGS
 LC1878
 LC1878                          STATION DESCRIPTION
 LC1878
 LC1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1878'THE STATION IS ABOUT 7 MILES NORTHWEST OF BLOOMINGTON, ABOUT
 LC1878'3-1/2 MILES EAST-SOUTHEAST OF CARLOCK AND IS ON THE PROPERTY
 LC1878'OF MR. WALTER KINZINGER, WHO LIVES SOUTHEAST OF THE STATION.
 LC1878'IT IS IN THE SOUTHEAST 1/4 OF SECTION 2, T. 24 N., R. 1 W.,
 LC1878'27 FEET EAST OF A NORTH-SOUTH FENCE LINE, 36 FEET NORTH OF
 LC1878'A FENCE LINE AND 72 FEET NORTHWEST OF A WITNESS POST.  THE
 LC1878'MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LC1878'GARFIELD 1959.
 LC1878'
 LC1878'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9
 LC1878'AND U.S. HIGHWAY 150 IN THE WEST BUSINESS SECTION OF BLOOMINGTON,
 LC1878'GO NORTHWEST ON U.S. HIGHWAY 150 FOR 4.6 MILES TO A SIDE ROAD
 LC1878'RIGHT WHERE HIGHWAY 150 CURVES TO THE LEFT.  TURN RIGHT
 LC1878'AND GO NORTH ON A PAVED ROAD FOR 1.95 MILES TO A DRIVEWAY
 LC1878'ON THE LEFT.  CONTINUE NORTH FOR ABOUT 30 PACES TO A WOODEN
 LC1878'GATE ON THE LEFT*.  TURN LEFT AND PASS THROUGH GATE AND
 LC1878'GO NORTH-NORTHWEST ACROSS A PASTURE FIELD FOR ABOUT 78 PACES
 LC1878'AND THE STATION NEAR THE SOUTHWEST CORNER OF THE FIELD.
 LC1878'
 LC1878'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON
 LC1878'THE PAVED ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 LC1878'
 LC1878'REFERENCE MARK 1 IS 6 INCHES NORTH ON A WIRE FENCE, 1 FOOT
 LC1878'NORTHWEST OF A FENCE CORNER AND 2 FEET EAST OF A WITNESS
 LC1878'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GARFIELD
 LC1878'NO 1 1959
 LC1878'
 LC1878'REFERENCE MARK 2 IS 1 FOOT EAST OF THE NORTH-SOUTH FENCE
 LC1878'LINE AND 87 FEET SOUTH OF A FENCE CORNER.  THE MONUMENT
 LC1878'PROJECTS 2 INCHES AND THE DISK IS STAMPED GARFIELD NO 2 1959.
 LC1878'
 LC1878'THE AZIMUTH MARK IS 1 FOOT WEST OF A T-FENCE CORNER, 23 FEET
 LC1878'EAST OF THE CENTERLINE OF A PAVED ROAD AND 2 FEET SOUTH OF
 LC1878'A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 LC1878'DISK IS STAMPED GARFIELD 1959.
 LC1878'
 LC1878'NO MEASUREMENT BETWEEN R.M.S FARM MACHINERY ON LINE.
 LC1878'
 LC1878'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2757 ***********************************************************************
 ME2757  DESIGNATION -  GARFIELD
 ME2757  PID         -  ME2757
 ME2757  STATE/COUNTY-  IL/COOK
 ME2757  USGS QUAD   -  ENGLEWOOD (1997)
 ME2757
 ME2757                         *CURRENT SURVEY CONTROL
 ME2757  ___________________________________________________________________
 ME2757* NAD 83(1997)-  41 52 29.17454(N)    087 43 06.16095(W)     ADJUSTED  
 ME2757* NAVD 88     -       234.2    (meters)     768.     (feet)  VERTCON   
 ME2757  ___________________________________________________________________
 ME2757  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 ME2757  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME2757
 ME2757  HORZ ORDER  -  FIRST
 ME2757
 ME2757.The horizontal coordinates were established by classical geodetic methods
 ME2757.and adjusted by the National Geodetic Survey in October 1999..
 ME2757
 ME2757.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2757
 ME2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2757
 ME2757.The geoid height was determined by GEOID03.
 ME2757
 ME2757;                    North         East     Units Scale Factor Converg.
 ME2757;SPC IL E     -   578,376.347   351,048.120   MT  1.00000705   +0 24 37.8
 ME2757;SPC IL E     - 1,897,556.40  1,151,730.37   sFT  1.00000705   +0 24 37.8
 ME2757;UTM  16      - 4,636,121.768   440,388.960   MT  0.99964373   -0 28 46.3
 ME2757
 ME2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2757!SPC IL E     -   0.99996852  x   1.00000705  =   0.99997557
 ME2757!UTM  16      -   0.99996852  x   0.99964373  =   0.99961226
 ME2757
 ME2757:                Primary Azimuth Mark                     Grid Az
 ME2757:SPC IL E     -  STD 80 COC                               188 54 15.2
 ME2757:UTM  16      -  STD 80 COC                               189 47 39.3
 ME2757
 ME2757|---------------------------------------------------------------------|
 ME2757| PID    Reference Object                     Distance      Geod. Az  |
 ME2757|                                                           dddmmss.s |
 ME2757| ME2786 STD 80 COC                          APPROX. 0.9 KM 1891853.0 |
 ME2757|---------------------------------------------------------------------|
 ME2757
 ME2757                          SUPERSEDED SURVEY CONTROL
 ME2757
 ME2757  NAD 83(1997)-  41 52 29.17469(N)    087 43 06.16137(W) AD(       ) 1
 ME2757  NAD 83(1997)-  41 52 29.17781(N)    087 43 06.17296(W) AD(       ) 1
 ME2757  NAD 83(1986)-  41 52 29.17862(N)    087 43 06.17233(W) AD(       ) 1
 ME2757  NAD 27      -  41 52 29.06213(N)    087 43 05.97277(W) AD(       ) 1
 ME2757  NGVD 29 (07/19/86)  234.3    (m)          769.     (f) VERT ANG       
 ME2757
 ME2757.Superseded values are not recommended for survey control.
 ME2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2757.See file dsdata.txt to determine how the superseded data were derived.
 ME2757
 ME2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4038936122(NAD 83)
 ME2757_MARKER: DD = SURVEY DISK
 ME2757_SETTING: 0 = UNSPECIFIED SETTING
 ME2757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2757
 ME2757  HISTORY     - Date     Condition        Report By
 ME2757  HISTORY     - 1977     MONUMENTED       NGS
 ME2757
 ME2757                          STATION DESCRIPTION
 ME2757
 ME2757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2757'THE STATION IS LOCATED IN THE WEST SECTION OF CHICAGO ON THE
 ME2757'ROOF OF THE GARFIELD PARK APARTMENT BUILDING AT 3700 W.
 ME2757'CONGRESS PARKWAY.
 ME2757'
 ME2757'STATION MARK, A STANDARD DISK STAMPED---GARFIELD 1977---, IS
 ME2757'GLUED TO THE ROOF AND IS COVERED BY A COPPER LINCOLN HAT
 ME2757'PROJECTING 6 INCHES ABOVE THE ROOF SURFACE.  IT IS 20.0 FEET
 ME2757'SOUTHEAST OF THE NORTHWEST CORNER OF THE ELEVATOR SHAFT, 18.0
 ME2757'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE ELEVATOR SHAFT,
 ME2757'15.7 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE ELEVATOR
 ME2757'SHAFT AND 9.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 ME2757'CHIMNEY PROJECTING FROM THE ELEVATOR SHAFT.
 ME2757'
 ME2757'NO REFERENCE MARKS WERE ESTABLISHED.
 ME2757'
 ME2757'STATION BM STD 80 COC CAN BE USED AS THE AZIMUTH.  SEE
 ME2757'SEE DESCRIPTION THEREOF.
 ME2757'
 ME2757'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0761 ***********************************************************************
 JB0761  DESIGNATION -  GARNER
 JB0761  PID         -  JB0761
 JB0761  STATE/COUNTY-  IL/FAYETTE
 JB0761  USGS QUAD   -  VANDALIA (1974)
 JB0761
 JB0761                         *CURRENT SURVEY CONTROL
 JB0761  ___________________________________________________________________
 JB0761* NAD 83(1986)-  38 59 00.     (N)    089 06 24.     (W)     SCALED    
 JB0761* NAVD 88     -       159.218  (meters)     522.37   (feet)  ADJUSTED  
 JB0761  ___________________________________________________________________
 JB0761  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JB0761  DYNAMIC HT  -         159.121 (meters)     522.05  (feet)  COMP
 JB0761  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 JB0761
 JB0761  VERT ORDER  -  FIRST     CLASS II
 JB0761
 JB0761.The horizontal coordinates were scaled from a topographic map and have
 JB0761.an estimated accuracy of +/- 6 seconds.
 JB0761
 JB0761.The orthometric height was determined by differential leveling
 JB0761.and adjusted by the National Geodetic Survey in June 1991..
 JB0761.WARNING-Repeat measurements at this control monument indicate possible
 JB0761.vertical movement.
 JB0761
 JB0761.The geoid height was determined by GEOID03.
 JB0761
 JB0761.The dynamic height is computed by dividing the NAVD 88
 JB0761.geopotential number by the normal gravity value computed on the
 JB0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0761.degrees latitude (g = 980.6199 gals.).
 JB0761
 JB0761.The modeled gravity was interpolated from observed gravity values.
 JB0761
 JB0761;                    North         East    Units  Estimated Accuracy
 JB0761;SPC IL E     -   257,410.      232,990.      MT  (+/- 180 meters Scaled)
 JB0761
 JB0761                          SUPERSEDED SURVEY CONTROL
 JB0761
 JB0761  NGVD 29 (??/??/92)  159.334  (m)          522.75   (f) ADJ UNCH    1 2
 JB0761
 JB0761.Superseded values are not recommended for survey control.
 JB0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0761.See file dsdata.txt to determine how the superseded data were derived.
 JB0761
 JB0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ175170(NAD 83)
 JB0761_MARKER: DB = BENCH MARK DISK
 JB0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0761_STAMPING: GARNER 1920
 JB0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0761+STABILITY: SURFACE MOTION
 JB0761
 JB0761  HISTORY     - Date     Condition        Report By
 JB0761  HISTORY     - 1920     MONUMENTED       CGS
 JB0761  HISTORY     - 1934     GOOD             NGS
 JB0761  HISTORY     - 1976     GOOD             NGS
 JB0761
 JB0761                          STATION DESCRIPTION
 JB0761
 JB0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JB0761'1.5 MI N FROM VANDALIA.
 JB0761'1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0761'STATION AT VANDALIA, FAYETTE COUNTY, 0.3 MILE NORTH OF THE FOURTH
 JB0761'ROAD CROSSING SOUTH OF VERA, 30 YARDS SOUTHWEST OF THE YARD LIMIT
 JB0761'AND STATION 1 MILE SIGNS, ABOUT 230 FEET SOUTH OF THE NORTH LINE
 JB0761'OF SECTION 8, T 6 N, R 1 E, 51 FEET WEST OF THE WEST RAIL, 44
 JB0761'FEET WEST AND 8 FEET SOUTH OF A WHISTLE POST, AND 55 FEET SOUTH
 JB0761'OF A 12-INCH BLAZED ELM TREE IN THE FENCE LINE AND MARKED B M.
 JB0761'A STANDARD TRIANGULATION-STATION DISK, STAMPED GARNER 1920 AND
 JB0761'SET IN THE TOP OF A CONCRETE POST.  SEC 8, T 6 N, R 1 E.
 JB0761
 JB0761                          STATION RECOVERY (1976)
 JB0761
 JB0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0761'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0762 ***********************************************************************
 JB0762  DESIGNATION -  GARNER RESET
 JB0762  PID         -  JB0762
 JB0762  STATE/COUNTY-  IL/FAYETTE
 JB0762  USGS QUAD   -  VANDALIA (1974)
 JB0762
 JB0762                         *CURRENT SURVEY CONTROL
 JB0762  ___________________________________________________________________
 JB0762* NAD 83(1997)-  38 59 00.61686(N)    089 06 24.70108(W)     ADJUSTED  
 JB0762* NAVD 88     -       159.30   (meters)     522.6    (feet)  RESET     
 JB0762  ___________________________________________________________________
 JB0762  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JB0762  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JB0762
 JB0762  HORZ ORDER  -  SECOND
 JB0762  VERT ORDER  -  THIRD
 JB0762
 JB0762.The horizontal coordinates were established by classical geodetic methods
 JB0762.and adjusted by the National Geodetic Survey in October 1999..
 JB0762
 JB0762.The orthometric height was computed from unverified reset data.
 JB0762
 JB0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0762
 JB0762.The geoid height was determined by GEOID03.
 JB0762
 JB0762;                    North         East     Units Scale Factor Converg.
 JB0762;SPC IL E     -   257,431.482   232,977.735   MT  1.00003029   -0 29 11.9
 JB0762;SPC IL E     -   844,589.79    764,361.12   sFT  1.00003029   -0 29 11.9
 JB0762;SPC IL W     -   257,672.445   791,824.134   MT  1.00004496   +0 40 00.4
 JB0762;SPC IL W     -   845,380.35  2,597,843.01   sFT  1.00004496   +0 40 00.4
 JB0762;UTM  16      - 4,317,057.352   317,512.156   MT  1.00001008   -1 19 32.8
 JB0762
 JB0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0762!SPC IL E     -   0.99997998  x   1.00003029  =   1.00001027
 JB0762!SPC IL W     -   0.99997998  x   1.00004496  =   1.00002494
 JB0762!UTM  16      -   0.99997998  x   1.00001008  =   0.99999006
 JB0762
 JB0762:                Primary Azimuth Mark                     Grid Az
 JB0762:SPC IL E     -  VANDALIA STATE PENAL FARM TK             019 52 26.3
 JB0762:SPC IL W     -  VANDALIA STATE PENAL FARM TK             018 43 14.0
 JB0762:UTM  16      -  VANDALIA STATE PENAL FARM TK             020 42 47.2
 JB0762
 JB0762|---------------------------------------------------------------------|
 JB0762| PID    Reference Object                     Distance      Geod. Az  |
 JB0762|                                                           dddmmss.s |
 JB0762| KB1421 VANDALIA STATE PENAL FARM TK        APPROX. 3.0 KM 0192314.4 |
 JB0762| JB0760 GARNER RM 2                           7.178 METERS 04811     |
 JB0762| JB0764 GARNER RM 3                           6.738 METERS 12444     |
 JB0762| CI3666 GARNER AZ MK                                       1753634.3 |
 JB0762| JB1803 VANDALIA FORD ROOFING PROD TK       APPROX. 2.2 KM 1763717.2 |
 JB0762| JB0763 GARNER RM                            23.770 METERS 21529     |
 JB0762|---------------------------------------------------------------------|
 JB0762
 JB0762                          SUPERSEDED SURVEY CONTROL
 JB0762
 JB0762  NAD 83(1986)-  38 59 00.63547(N)    089 06 24.69124(W) AD(       ) 2
 JB0762  NAD 27      -  38 59 00.47200(N)    089 06 24.45200(W) AD(       ) 2
 JB0762  NGVD 29 (07/19/86)  159.33   (m)          522.7    (f) LEVELING    3  
 JB0762
 JB0762.Superseded values are not recommended for survey control.
 JB0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0762.See file dsdata.txt to determine how the superseded data were derived.
 JB0762
 JB0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1751217057(NAD 83)
 JB0762_MARKER: DS = TRIANGULATION STATION DISK
 JB0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0762_STAMPING: GARNER 1920 1969
 JB0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0762+STABILITY: SURFACE MOTION
 JB0762
 JB0762  HISTORY     - Date     Condition        Report By
 JB0762  HISTORY     - 1920     MONUMENTED       CGS
 JB0762  HISTORY     - 1959     SEE DESCRIPTION  ILHD
 JB0762  HISTORY     - 1960     GOOD             CGS
 JB0762  HISTORY     - 1969     SEE DESCRIPTION  CGS
 JB0762  HISTORY     - 1969     GOOD             CGS
 JB0762  HISTORY     - 1976     GOOD             NGS
 JB0762
 JB0762                          STATION DESCRIPTION
 JB0762
 JB0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 JB0762'STATION IS ABOUT 1 MILE N OF THE RAILROAD STATION AT VANDALIA, ON THE
 JB0762'W SIDE OF THE
 JB0762'ILLINOIS CENTRAL RAILROAD TRACK, 30 YARDS SW OF
 JB0762'SIGNPOSTS MARKED YARD LIMIT AND
 JB0762'STATION 1 MILE, 0.25 MILE N OF THE
 JB0762'FOURTH ROAD CROSSING S OF VERA, AND 15.65 METERS
 JB0762'(51.35 FEET) W OF
 JB0762'THE W AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND REFERENCE
 JB0762'MARKS ARE
 JB0762'STANDARD BRONZE DISKS SET IN CONCRETE.  THE
 JB0762'REFERENCE MARK IS ON THE SAME SIDE OF THE
 JB0762'TRACK, NEAR THE FENCE LINE, 23.76 METERS
 JB0762'(77.95 FEET) FROM THE
 JB0762'STATION, S 28 DEG 24 MIN W.  THE ELEVATION OF THE
 JB0762'STATION MARK IS
 JB0762'159.440 METERS (523.096 FEET) AND OF THE REFERENCE MARK 158.688
 JB0762'METERS (520.629 FEET).
 JB0762
 JB0762                          STATION RECOVERY (1959)
 JB0762
 JB0762'RECOVERY NOTE BY IL HIGHWAY DEPT 1959 (HWB)
 JB0762'THE CONCRETE POST FOR THE SURFACE MARK WAS BADLY DISINTEGRATED.  WILL
 JB0762'SOON BE NO LONGER USEFUL.
 JB0762'
 JB0762'THE REFERENCE MARK WAS NOT VISITED.
 JB0762
 JB0762                          STATION RECOVERY (1960)
 JB0762
 JB0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0762'THE STATION MARK AND REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN
 JB0762'FAIR CONDITION.  DUE
 JB0762'TO CHANGES MADE IN THE SURROUNDING AREA A COMPLETE
 JB0762'NEW DESCRIPTION AND TO REACH THE STATION FOLLOWS.
 JB0762'
 JB0762'THE STATION IS LOCATED ABOUT 1.9 MILES NORTH OF THE CENTER OF
 JB0762'VANDALIA, ABOUT 0.4 MILE
 JB0762'NORTH OF U S HIGHWAY 40 AND IS ON RAILROAD POROPERTY JUST
 JB0762'WEST OF RAILROAD TRACKS.
 JB0762'
 JB0762'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 51 AND 40
 JB0762'ABOUT 1 MILE NORTH OF
 JB0762'VANDALIA, GO NORTH ON U S HIGHWAY 51 FOR 0.15 MILE TO SIDE
 JB0762'ROAD LEFT, TURN LEFT AND GO
 JB0762'WEST ON SURFACED ROAD FOR 0.35 MILE TO
 JB0762'RAILROAD CROSSING, CONTINUE WEST FOR 0.05 MILE
 JB0762'TO SIDE ROAD RIGHT,
 JB0762'TURN RIGHT AND GO NORTH FOR 0.2 MILE TO SIDE ROAD LEFT, CONTINUE
 JB0762'NORTH FOR 0.05
 JB0762'MILE TO THE STATION 201 FEET ON RIGHT AS DESCRIBED.
 JB0762'
 JB0762'THE STATION IS A STANDARD DISK SET IN TOP OF 12 INCH SQUARE CONCRETE
 JB0762'POST WHICH IS SET FLUSH AND
 JB0762'THE DISK IS STAMPED GARNER 1920.
 JB0762'THE MARK IS 247.5 FEET NORTH OF
 JB0762'SIDING SWITCH, 201 FEET EAST OF TRACK
 JB0762'ROAD 59.5 FEET SOUTHWEST OF WHITE CONCRETE WHISTLE
 JB0762'POST AND 52 FEET
 JB0762'WEST OF THE WEST RAIL OF RAILROAD TRACKS.
 JB0762'
 JB0762'REFERENCE MARK IS A STANDARD DISK SET IN TOP OF 12 INCH SQUARE
 JB0762'CONCRETE POST WHICH IS
 JB0762'SET FLUSH AND THE DISK IS STAMPED GARDNER 1920.
 JB0762'THE MARK IS 180 FEET NORTH
 JB0762'OF SIDING SWITCH, 157 FEET EAST OF THE
 JB0762'CENTER OF TRACK ROAD AND 96 FEET WEST OF THE
 JB0762'WEST RAIL OF RAILROAD TRACK.
 JB0762'
 JB0762'THE DISTANCE TO THE REFERENCE MARK CHECK AND WAS FOUND TO BE CORRECT.
 JB0762'NO DATA WAS FURNISHED AT
 JB0762'THIS TIME TO CHECK THE DIRECTION.
 JB0762'
 JB0762'THE 1960 OBSERVATIONS FOLLOWS.
 JB0762
 JB0762                          STATION RECOVERY (1969)
 JB0762
 JB0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JB0762'THE STATION MARK WAS FOUND IN POOR CONDITION AND THE UNDERGROUND MARK
 JB0762'WAS RECOVERED AND IT FOUND TO BE IN SAD SHAPE ALSO.  A NEW SURFACE
 JB0762'AND UNDERGROUND MARK WAS SET HOLDING THE UNDERGROUND POINT.  THE
 JB0762'REFERENCE MARK WAS NOT FOUND AND IS ASSUMED DESTROYED.  REFERENCE
 JB0762'MARKS 2 AND 3 WERE SET ALONG WITH AN AZIMUTH MARK.
 JB0762'
 JB0762'STATION IS LOCATED ABOUT 2 MILES NORTH OF VAMDALIA, ABOUT 1/2 MILE
 JB0762'NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY
 JB0762'51, 0.25 MILE NORTH OF THE INTERSTATE HIGHWAY AND ON RAILROAD
 JB0762'RIGHT-OF-WAY, 248 FEET NORTH OF A SIDING SWITCH, 52 FEET WEST OF
 JB0762'THE WEST RAIL OF THE RAILROAD, 59 FEET SOUTHWEST OF A WHITE
 JB0762'CONCRETE WHISTLE POST, 200 FEET EAST OF A GRADED ROAD, 1 FOOT
 JB0762'EAST OF A METAL WITNESS POST, 24 FEET SOUTHWEST OF A WITNESS
 JB0762'POST AND 22 FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT IS
 JB0762'FLUSH AND THE DISK IS STAMPED GARNER 1920 1969.
 JB0762'
 JB0762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 JB0762'INTERSTATE HIGHWAY 70 AT THE NORTH EDGE OF VANDALIA, GO NORTH ON
 JB0762'HIGHWAY 51 FOR 0.15 MILE TO A SIDE ROAD LEFT AND SOUTH OF A
 JB0762'PHILLIPS 66 SERVICE STATION.  TURN LEFT AND GO WEST ON THE ROAD
 JB0762'FOR 0.15 MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND GO SOUTH
 JB0762'FOR 0.05 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 JB0762'ROAD FOR 0.35 MILE TO A RAILROAD CROSSING AND THE AZIMUTH MARK ON
 JB0762'THE LEFT.  CONTINUE WEST FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 JB0762'RIGHT AND GO NORTH ON THE ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.
 JB0762'CONTINUE NORTH ON THE ROAD FOR 0.05 MILE TO THE STATION ON THE
 JB0762'RIGHT.
 JB0762'
 JB0762'REFERENCE MARK 2 IS 34 FEET WEST OF THE WEST RAIL OF THE TRACK, 32
 JB0762'FEET SOUTHWEST OF THE CONCRETE POST AND 1 FOOT SOUTH OF A METAL
 JB0762'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 JB0762'STAMPED GARNER 1920 NO 2 1969.
 JB0762'
 JB0762'REFERENCE MARK 3 IS 32 FEET WEST OF THE WEST RAIL OF THE TRACK, 54
 JB0762'FEET SOUTHWEST OF THE CONCRETE POST AND 1 FOOT NORTH OF A METAL
 JB0762'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JB0762'STAMPED GARNER 1920 NO 3 1969.
 JB0762'
 JB0762'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GARNER 1920 1969 SET
 JB0762'IN A DRILL HOLE IN THE NORTHEAST ABUTTMENT OF BRIDGE (I 70) OVER THE
 JB0762'RAILROAD, 24 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE OF
 JB0762'I 70, 78 FEET EAST OF THE CENTER OF THE BRIDGE IN THE SECOND STEP
 JB0762'OF THE ABUTTMENT ABOUT 3 FEET ABOVE THE PAVEMENT.
 JB0762'
 JB0762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES NORTH
 JB0762'OF VANDALIA.
 JB0762'
 JB0762'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JB0762
 JB0762                          STATION RECOVERY (1969)
 JB0762
 JB0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JB0762'1.6 MI N FROM VANDALIA.
 JB0762'ABOUT 1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0762'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 JB0762'VANDALIA, IN SECTION 8, T 6 N, R 1 E, 0.45 MILE SOUTH OF MILEPOST
 JB0762'692, 7 RAILS NORTH OF THE MORE EASTERLY OF 2 SWITCH STANDS, 0.25
 JB0762'MILE NORTH OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 52
 JB0762'FEET WEST OF THE WEST RAIL, 55 FEET SOUTHWEST OF A CONCRETE
 JB0762'WHISTLE SIGN, 0.7 FOOT EAST OF A METAL WITNESS POST, ABOUT 6
 JB0762'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JB0762'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 JB0762
 JB0762                          STATION RECOVERY (1976)
 JB0762
 JB0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 JB0762'STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED
 JB0762'IN 1969 BY R.R.G. AND WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE
 JB0762'MARK 1920 WAS NOT RECOVERED.
 JB0762'
 JB0762'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 51, IN THE NORTH
 JB0762'EDGE OF VANDALIA, GO NORTH ON HIGHWAY 51 FOR 0.35 MILE TO A SIDE
 JB0762'ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.15 MILE TO A T-ROAD.  TURN
 JB0762'LEFT AND GO SOUTH FOR 0.05 MILE THEN WEST ON JANETT AVE. FOR 0.4
 JB0762'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON ILLINI
 JB0762'ST. FOR 0.25 MILE TO THE SOUTH SIDE OF A GREEN METAL BUILDING
 JB0762'ON THE RIGHT.  GO EAST FOR ABOUT 70 YARDS TO THE STATION ON
 JB0762'THE WEST SIDE OF THE TRACKS.
 JB0762'
 JB0762'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 JB0762'
 JB0762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 JB0762'VANDALIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0760 ***********************************************************************
 JB0760  DESIGNATION -  GARNER RM 2
 JB0760  PID         -  JB0760
 JB0760  STATE/COUNTY-  IL/FAYETTE
 JB0760  USGS QUAD   -  VANDALIA (1974)
 JB0760
 JB0760                         *CURRENT SURVEY CONTROL
 JB0760  ___________________________________________________________________
 JB0760* NAD 83(1986)-  38 59 00.     (N)    089 06 24.     (W)     SCALED    
 JB0760* NAVD 88     -       158.805  (meters)     521.01   (feet)  ADJUSTED  
 JB0760  ___________________________________________________________________
 JB0760  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JB0760  DYNAMIC HT  -         158.708 (meters)     520.69  (feet)  COMP
 JB0760  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 JB0760
 JB0760  VERT ORDER  -  FIRST     CLASS I
 JB0760
 JB0760.The horizontal coordinates were scaled from a topographic map and have
 JB0760.an estimated accuracy of +/- 6 seconds.
 JB0760
 JB0760.The orthometric height was determined by differential leveling
 JB0760.and adjusted by the National Geodetic Survey in June 1991..
 JB0760
 JB0760.The geoid height was determined by GEOID03.
 JB0760
 JB0760.The dynamic height is computed by dividing the NAVD 88
 JB0760.geopotential number by the normal gravity value computed on the
 JB0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0760.degrees latitude (g = 980.6199 gals.).
 JB0760
 JB0760.The modeled gravity was interpolated from observed gravity values.
 JB0760
 JB0760;                    North         East    Units  Estimated Accuracy
 JB0760;SPC IL E     -   257,410.      232,990.      MT  (+/- 180 meters Scaled)
 JB0760
 JB0760                          SUPERSEDED SURVEY CONTROL
 JB0760
 JB0760  NGVD 29 (??/??/92)  158.921  (m)          521.39   (f) ADJ UNCH    1 1
 JB0760
 JB0760.Superseded values are not recommended for survey control.
 JB0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0760.See file dsdata.txt to determine how the superseded data were derived.
 JB0760
 JB0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ175170(NAD 83)
 JB0760_MARKER: DR = REFERENCE MARK DISK
 JB0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0760_STAMPING: GARNER NO 2 1920 1969
 JB0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0760+STABILITY: SURFACE MOTION
 JB0760
 JB0760  HISTORY     - Date     Condition        Report By
 JB0760  HISTORY     - 1969     MONUMENTED       CGS
 JB0760  HISTORY     - 1976     GOOD             NGS
 JB0760
 JB0760                          STATION DESCRIPTION
 JB0760
 JB0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0760'1.6 MI N FROM VANDALIA.
 JB0760'ABOUT 1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0760'CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT VANDALIA,
 JB0760'IN SECTION 8, T 6 N, R 1 E, 0.45 MILE SOUTH OF MILEPOST 692,
 JB0760'7 RAILS NORTH OF THE MORE NORTHERLY OF 2 SWITCH STANDS, 34 FEET
 JB0760'WEST OF THE WEST RAIL, 32 FEET SOUTHWEST OF A CONCRETE WHISTLE
 JB0760'SIGN, 23.5 FEET NORTHEAST OF TRIANGULATION STATION GARNER 1969,
 JB0760'1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 JB0760'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JB0760'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 JB0760
 JB0760                          STATION RECOVERY (1976)
 JB0760
 JB0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0764 ***********************************************************************
 JB0764  DESIGNATION -  GARNER RM 3
 JB0764  PID         -  JB0764
 JB0764  STATE/COUNTY-  IL/FAYETTE
 JB0764  USGS QUAD   -  VANDALIA (1974)
 JB0764
 JB0764                         *CURRENT SURVEY CONTROL
 JB0764  ___________________________________________________________________
 JB0764* NAD 83(1986)-  38 59 00.     (N)    089 06 24.     (W)     SCALED    
 JB0764* NAVD 88     -       158.688  (meters)     520.63   (feet)  ADJUSTED  
 JB0764  ___________________________________________________________________
 JB0764  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JB0764  DYNAMIC HT  -         158.591 (meters)     520.31  (feet)  COMP
 JB0764  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 JB0764
 JB0764  VERT ORDER  -  FIRST     CLASS I
 JB0764
 JB0764.The horizontal coordinates were scaled from a topographic map and have
 JB0764.an estimated accuracy of +/- 6 seconds.
 JB0764
 JB0764.The orthometric height was determined by differential leveling
 JB0764.and adjusted by the National Geodetic Survey in June 1991..
 JB0764
 JB0764.The geoid height was determined by GEOID03.
 JB0764
 JB0764.The dynamic height is computed by dividing the NAVD 88
 JB0764.geopotential number by the normal gravity value computed on the
 JB0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0764.degrees latitude (g = 980.6199 gals.).
 JB0764
 JB0764.The modeled gravity was interpolated from observed gravity values.
 JB0764
 JB0764;                    North         East    Units  Estimated Accuracy
 JB0764;SPC IL E     -   257,410.      232,990.      MT  (+/- 180 meters Scaled)
 JB0764
 JB0764                          SUPERSEDED SURVEY CONTROL
 JB0764
 JB0764  NGVD 29 (??/??/92)  158.804  (m)          521.01   (f) ADJ UNCH    1 1
 JB0764
 JB0764.Superseded values are not recommended for survey control.
 JB0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0764.See file dsdata.txt to determine how the superseded data were derived.
 JB0764
 JB0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ175170(NAD 83)
 JB0764_MARKER: DR = REFERENCE MARK DISK
 JB0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0764_STAMPING: GARNER NO 3 1920 1969
 JB0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0764+STABILITY: SURFACE MOTION
 JB0764
 JB0764  HISTORY     - Date     Condition        Report By
 JB0764  HISTORY     - 1969     MONUMENTED       CGS
 JB0764  HISTORY     - 1976     GOOD             NGS
 JB0764
 JB0764                          STATION DESCRIPTION
 JB0764
 JB0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB0764'1.6 MI N FROM VANDALIA.
 JB0764'ABOUT 1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0764'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 JB0764'VANDALIA, IN SECTION 8, T 6 N, R 1 E, 0.45 MILE SOUTH OF MILEPOST
 JB0764'692, 7 RAILS NORTH OF THE MORE NORTHERLY OF 2 SWITCH STANDS, 32
 JB0764'FEET WEST OF THE WEST RAIL, 22.5 FEET SOUTHEAST OF TRIANGULATION
 JB0764'STATION GARNER 1969, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 JB0764'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 JB0764'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 JB0764'GROUND.
 JB0764
 JB0764                          STATION RECOVERY (1976)
 JB0764
 JB0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1184 ***********************************************************************
 KB1184  DESIGNATION -  GARRETT
 KB1184  PID         -  KB1184
 KB1184  STATE/COUNTY-  IL/DOUGLAS
 KB1184  USGS QUAD   -  ATWOOD (1983)
 KB1184
 KB1184                         *CURRENT SURVEY CONTROL
 KB1184  ___________________________________________________________________
 KB1184* NAD 83(1997)-  39 47 30.45088(N)    088 24 02.81735(W)     ADJUSTED  
 KB1184* NAVD 88     -       204.8    (meters)     672.     (feet)  VERTCON   
 KB1184  ___________________________________________________________________
 KB1184  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 KB1184  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1184
 KB1184  HORZ ORDER  -  SECOND
 KB1184
 KB1184.The horizontal coordinates were established by classical geodetic methods
 KB1184.and adjusted by the National Geodetic Survey in October 1999..
 KB1184
 KB1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1184
 KB1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1184
 KB1184.The geoid height was determined by GEOID03.
 KB1184
 KB1184;                    North         East     Units Scale Factor Converg.
 KB1184;SPC IL E     -   346,885.175   294,222.936   MT  0.99997541   -0 02 35.4
 KB1184;SPC IL E     - 1,138,072.44    965,296.42   sFT  0.99997541   -0 02 35.4
 KB1184;UTM  16      - 4,405,586.980   380,065.065   MT  0.99977709   -0 53 47.8
 KB1184
 KB1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1184!SPC IL E     -   0.99997291  x   0.99997541  =   0.99994832
 KB1184!UTM  16      -   0.99997291  x   0.99977709  =   0.99975000
 KB1184
 KB1184|---------------------------------------------------------------------|
 KB1184| PID    Reference Object                     Distance      Geod. Az  |
 KB1184|                                                           dddmmss.s |
 KB1184| CI7450 GARRETT RM 1                         10.526 METERS 08914     |
 KB1184| KB1163 BOURBON TRUNKLN GAS MICROWAVE       APPROX. 9.4 KM 1634029.6 |
 KB1184| KB1183 GARRETT AZ MK                       APPROX. 0.9 KM 2695924.7 |
 KB1184| CI7451 GARRETT RM 2                         12.661 METERS 29607     |
 KB1184|---------------------------------------------------------------------|
 KB1184
 KB1184                          SUPERSEDED SURVEY CONTROL
 KB1184
 KB1184  NAD 83(1997)-  39 47 30.45134(N)    088 24 02.81469(W) AD(       ) 2
 KB1184  NAD 83(1986)-  39 47 30.46340(N)    088 24 02.81176(W) AD(       ) 2
 KB1184  NAD 27      -  39 47 30.34925(N)    088 24 02.62510(W) AD(       ) 2
 KB1184  NGVD 29 (07/19/86)  204.9    (m)          672.     (f) VERT ANG       
 KB1184
 KB1184.Superseded values are not recommended for survey control.
 KB1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1184.See file dsdata.txt to determine how the superseded data were derived.
 KB1184
 KB1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK8006505587(NAD 83)
 KB1184_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1184
 KB1184  HISTORY     - Date     Condition        Report By
 KB1184  HISTORY     - 1980     MONUMENTED       NGS
 KB1184
 KB1184                          STATION DESCRIPTION
 KB1184
 KB1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1184'THE STATION IS LOCATED ABOUT 10.0 KM NORTH OF CHESTERVILLE,
 KB1184'9.6 KM WEST-SOUTHWEST OF TUSCOLA, 5.6 KM EAST-SOUTHEAST
 KB1184'OF GARRETT, IN THE SE1/4,SW1/4,S34,T16N,R7E OF GARRETT
 KB1184'TOWNSHIP.  PERMISSION FOR THE STATION WAS OBTAINED FROM
 KB1184'ILLINOIS DEPARTMENT OF TRANSPORTATION, MR. P.R. ENGELBERTH,
 KB1184'DISTRICT TRAFFIC ENGINEER, DIVISION OF HIGHWAYS, DISTRICT 5,
 KB1184'TRANSPORTATION BUILDING, PARIS, IL  61944.
 KB1184'TELEPHONE NUMBER 217-465-4181.
 KB1184'
 KB1184'TO REACH THE STATION FROM THE DOUGLAS-PIATT COUNTY LINE
 KB1184'AT THE SOUTHWEST EDGE OF THE SMALL COMMUNITY OF GARRETT,
 KB1184'GO EAST ON U.S. HIGHWAY 36 FOR 4.3 KM (2.65 MI) TO THE
 KB1184'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 36 FOR
 KB1184'0.7 KM (0.45 MI) TO THE STATION ON THE LEFT, JUST AFTER A
 KB1184'SIDE ROAD LEFT.
 KB1184'
 KB1184'THE STATION IS A STANDARD NGS DISK
 KB1184'STAMPED---GARRETT 1980---,
 KB1184'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1184'FLUSH WITH GROUND.  IT IS LOCATED
 KB1184'27.0 METERS EAST FROM POWER POLE NUMBER 21,
 KB1184'21.1 METERS WEST FROM A 24-INCH OAK TREE,
 KB1184'17.6 METERS EAST FROM THE CENTER OF A PAVED ROAD,
 KB1184'10.8 METERS NORTH FROM THE CENTER OF U.S. HIGHWAY 36, AND
 KB1184'10.5 METERS EAST-SOUTHEAST FROM A DOUGLAS COUNTY INTERSECTION
 KB1184'MARKER 950N-375E WITH A WITNESS SIGN ATTACHED.
 KB1184'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1184'STAMPED---GARRETT 1980---,
 KB1184'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 KB1184'
 KB1184'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1184'STAMPED---GARRETT NO 1 1980---,
 KB1184'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1184'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 KB1184'28.0 METERS EAST FROM THE CENTER OF THE PAVED ROAD,
 KB1184'11.0 METERS NORTH FROM THE CENTER OF U.S. HIGHWAY 36, AND
 KB1184'11.0 METERS WEST FROM THE OAK TREE.
 KB1184'MARK IS LEVEL WITH STATION.
 KB1184'
 KB1184'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1184'STAMPED---GARRETT NO 2 1980---,
 KB1184'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1184'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 KB1184'32.8 METERS NORTHWEST FROM THE OAK TREE,
 KB1184'16.5 METERS NORTH FROM THE CENTER OF U.S. HIGHWAY 36,
 KB1184'13.0 METERS NORTHEAST FROM POWER POLE NUMBER 21,
 KB1184'6.9 METERS EAST FROM THE CENTER OF THE PAVED ROAD, AND
 KB1184'4.75 METERS NORTH-NORTHWEST FROM THE DOUGLAS COUNTY INTERSECTION
 KB1184'MARKER WITH WITNESS SIGN ATTACHED.
 KB1184'MARK IS LEVEL WITH STATION.
 KB1184'
 KB1184'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1184'STAMPED---GARRETT 1980---,
 KB1184'SET INTO A DRILL HOLE IN A CONCRETE HEADWALL.
 KB1184'IT IS LOCATED
 KB1184'8.3 METERS NORTH FROM THE CENTER OF U.S. HIGHWAY 36 AND
 KB1184'4.15 METERS SOUTH FROM THE EAST ONE OF TWO CONCRETE POSTS 33 CM
 KB1184'IN DIAMETER.
 KB1184'
 KB1184'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1183 ***********************************************************************
 KB1183  DESIGNATION -  GARRETT AZ MK
 KB1183  PID         -  KB1183
 KB1183  STATE/COUNTY-  IL/DOUGLAS
 KB1183  USGS QUAD   -  ATWOOD (1983)
 KB1183
 KB1183                         *CURRENT SURVEY CONTROL
 KB1183  ___________________________________________________________________
 KB1183* NAD 83(1997)-  39 47 30.44413(N)    088 24 40.83681(W)     ADJUSTED  
 KB1183* NAVD 88     -       201.9    (meters)     662.     (feet)  VERTCON   
 KB1183  ___________________________________________________________________
 KB1183  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 KB1183  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB1183
 KB1183  HORZ ORDER  -  SECOND
 KB1183
 KB1183.The horizontal coordinates were established by classical geodetic methods
 KB1183.and adjusted by the National Geodetic Survey in October 1999..
 KB1183
 KB1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1183
 KB1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1183
 KB1183.The geoid height was determined by GEOID03.
 KB1183
 KB1183;                    North         East     Units Scale Factor Converg.
 KB1183;SPC IL E     -   346,885.701   293,318.384   MT  0.99997555   -0 02 59.7
 KB1183;SPC IL E     - 1,138,074.17    962,328.73   sFT  0.99997555   -0 02 59.7
 KB1183;UTM  16      - 4,405,600.977   379,160.799   MT  0.99977977   -0 54 12.1
 KB1183
 KB1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1183!SPC IL E     -   0.99997336  x   0.99997555  =   0.99994891
 KB1183!UTM  16      -   0.99997336  x   0.99977977  =   0.99975314
 KB1183
 KB1183:                Primary Azimuth Mark                     Grid Az
 KB1183:SPC IL E     -  GARRETT                                  090 02 00.1
 KB1183:UTM  16      -  GARRETT                                  090 53 12.5
 KB1183
 KB1183|---------------------------------------------------------------------|
 KB1183| PID    Reference Object                     Distance      Geod. Az  |
 KB1183|                                                           dddmmss.s |
 KB1183| KB1184 GARRETT                             APPROX. 0.9 KM 0895900.4 |
 KB1183| KB1163 BOURBON TRUNKLN GAS MICROWAVE       APPROX. 9.7 KM 1583027.3 |
 KB1183|---------------------------------------------------------------------|
 KB1183
 KB1183                          SUPERSEDED SURVEY CONTROL
 KB1183
 KB1183  NAD 83(1997)-  39 47 30.44477(N)    088 24 40.83415(W) AD(       ) 2
 KB1183  NAD 83(1986)-  39 47 30.45668(N)    088 24 40.83122(W) AD(       ) 2
 KB1183  NAD 27      -  39 47 30.34240(N)    088 24 40.64335(W) AD(       ) 2
 KB1183  NGVD 29 (07/19/86)  202.0    (m)          663.     (f) VERT ANG       
 KB1183
 KB1183.Superseded values are not recommended for survey control.
 KB1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1183.See file dsdata.txt to determine how the superseded data were derived.
 KB1183
 KB1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK7916105601(NAD 83)
 KB1183_MARKER: DZ = AZIMUTH MARK DISK
 KB1183_SETTING: 0 = UNSPECIFIED SETTING
 KB1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1183
 KB1183  HISTORY     - Date     Condition        Report By
 KB1183  HISTORY     - 1980     MONUMENTED       NGS
 KB1183
 KB1183                          STATION DESCRIPTION
 KB1183
 KB1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1183'THE STATION IS LOCATED ABOUT 10.4 KM WEST-SOUTHWEST OF
 KB1183'TUSCOLA, 10.0 KM NORTH OF CHESTERVILLE, 4.8 KM
 KB1183'EAST-SOUTHEAST OF ATWOOD, 1.6 KM EAST-SOUTHEAST OF GARRETT,
 KB1183'IN THE SE1/4,SE1/4,S33,T16N,R7E OF GARRETT TOWNSHIP ON
 KB1183'RIGHT-OF-WAY OF U.S. HIGHWAY 36.  PERMISSION FOR THE STATION
 KB1183'WAS OBTAINED FROM ILLINOIS DEPARTMENT OF TRANSPORTATION,
 KB1183'MR. P.R. ENGELBERTH, DISTRICT TRAFFIC ENGINEER,
 KB1183'DIVISION OF HIGHWAYS, DISTRICT 5, TRANSPORTATION BUILDING,
 KB1183'PARIS, IL 61944.  TELEPHONE NUMBER 217-465-4181.
 KB1183'
 KB1183'TO REACH THE STATION FROM DOUGLAS-PIATT COUNTY LINE AT THE
 KB1183'SOUTHWEST EDGE OF THE SMALL COMMUNITY OF GARRETT, GO
 KB1183'EAST ON U.S. HIGHWAY 36 FOR 4.3 KM (2.65 MI) TO THE
 KB1183'STATION ON THE LEFT.
 KB1183'
 KB1183'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 KB1183'STAMPED---GARRETT 1980---,
 KB1183'SET INTO A DRILL HOLE IN A CONCRETE HEADWALL.
 KB1183'IT IS LOCATED
 KB1183'8.3 METERS NORTH FROM THE CENTER OF U.S. HIGHWAY 36 AND
 KB1183'4.15 METERS SOUTH FROM THE EAST ONE OF TWO CONCRETE POSTS 33 CM
 KB1183'IN DIAMETER.
 KB1183'
 KB1183'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 01.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1206 ***********************************************************************
 JB1206  DESIGNATION -  GASTON
 JB1206  PID         -  JB1206
 JB1206  STATE/COUNTY-  IL/JEFFERSON
 JB1206  USGS QUAD   -  WOODLAWN (1974)
 JB1206
 JB1206                         *CURRENT SURVEY CONTROL
 JB1206  ___________________________________________________________________
 JB1206* NAD 83(1997)-  38 18 52.14639(N)    089 02 15.53293(W)     ADJUSTED  
 JB1206* NAVD 88     -       150.914  (meters)     495.12   (feet)  ADJUSTED  
 JB1206  ___________________________________________________________________
 JB1206  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JB1206  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB1206  DYNAMIC HT  -         150.818 (meters)     494.81  (feet)  COMP
 JB1206  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JB1206
 JB1206  HORZ ORDER  -  SECOND
 JB1206  VERT ORDER  -  SECOND    CLASS 0
 JB1206
 JB1206.The horizontal coordinates were established by classical geodetic methods
 JB1206.and adjusted by the National Geodetic Survey in October 1999..
 JB1206
 JB1206.The orthometric height was determined by differential leveling
 JB1206.and adjusted by the National Geodetic Survey in June 1991..
 JB1206
 JB1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1206
 JB1206.The geoid height was determined by GEOID03.
 JB1206
 JB1206.The dynamic height is computed by dividing the NAVD 88
 JB1206.geopotential number by the normal gravity value computed on the
 JB1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1206.degrees latitude (g = 980.6199 gals.).
 JB1206
 JB1206.The modeled gravity was interpolated from observed gravity values.
 JB1206
 JB1206;                    North         East     Units Scale Factor Converg.
 JB1206;SPC IL E     -   183,116.375   238,404.595   MT  1.00002171   -0 26 12.0
 JB1206;SPC IL E     -   600,774.31    782,165.74   sFT  1.00002171   -0 26 12.0
 JB1206;UTM  16      - 4,242,673.097   321,857.857   MT  0.99999084   -1 15 49.1
 JB1206
 JB1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1206!SPC IL E     -   0.99998104  x   1.00002171  =   1.00000275
 JB1206!UTM  16      -   0.99998104  x   0.99999084  =   0.99997188
 JB1206
 JB1206|---------------------------------------------------------------------|
 JB1206| PID    Reference Object                     Distance      Geod. Az  |
 JB1206|                                                           dddmmss.s |
 JB1206| JB1205 GASTON RM 1                          33.067 METERS 00306     |
 JB1206| JB1758 MT VERNON RADIO STA WMIX MAST       APPROX.11.9 KM 0580720.6 |
 JB1206| JB1762 MT VERNON C I P S CO MICROWAVE      APPROX. 6.5 KM 0701417.3 |
 JB1206| JB1759 MT VERNON RAD STA KSE 208 MAST      APPROX.11.4 KM 0814018.8 |
 JB1206| JB1869 WALTONVILLE ORIENT MINE 3 TANK      APPROX.14.3 KM 1894652.6 |
 JB1206| JB1204 GASTON RM 2                          26.277 METERS 26321     |
 JB1206| JB1203 GASTON AZ MK                                       2704331.3 |
 JB1206|---------------------------------------------------------------------|
 JB1206
 JB1206                          SUPERSEDED SURVEY CONTROL
 JB1206
 JB1206  NAD 83(1997)-  38 18 52.16024(N)    089 02 15.53122(W) AD(       ) 2
 JB1206  NAD 83(1986)-  38 18 52.16135(N)    089 02 15.53148(W) AD(       ) 2
 JB1206  NAD 27      -  38 18 51.98283(N)    089 02 15.28113(W) AD(       ) 2
 JB1206  NGVD 29 (??/??/92)  151.021  (m)          495.47   (f) ADJ UNCH    2 0
 JB1206
 JB1206.Superseded values are not recommended for survey control.
 JB1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1206.See file dsdata.txt to determine how the superseded data were derived.
 JB1206
 JB1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2185842673(NAD 83)
 JB1206_MARKER: DE = TRAVERSE STATION DISK
 JB1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1206_STAMPING: GASTON 1961
 JB1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1206+STABILITY: SURFACE MOTION
 JB1206
 JB1206  HISTORY     - Date     Condition        Report By
 JB1206  HISTORY     - 1961     MONUMENTED       CGS
 JB1206  HISTORY     - 1961     GOOD             CGS
 JB1206  HISTORY     - 1962     GOOD             CGS
 JB1206
 JB1206                          STATION DESCRIPTION
 JB1206
 JB1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1206'THE STATION IS LOCATED ABOUT 7 MILES WEST OF MT. VERNON, ABOUT 1
 JB1206'MILE SOUTH OF WOODLAWN, ABOUT 1/2 MILE NORTH OF U. S. HIGHWAY 460
 JB1206'AND IS JUST SOUTHEAST OF A SHARP CURVE IN THE ROAD.
 JB1206'
 JB1206'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 JB1206'SQUARE IN MT. VERNON, GO WESTERLY ON U. S. HIGHWAY 460 FOR 4.7
 JB1206'MILES TO A BRIDGE OVER THE EAST MUDDY CREEK, CONTINUE WEST ON U. S.
 JB1206'HIGHWAY 460 FOR 2.6 MILES TO A SIDE ROAD RIGHT AND A SIGN
 JB1206'WOODLAWN, TURN RIGHT, GO NORTH ON SURFACED ROAD FOR 0.8 MILE TO A
 JB1206'SIDE ROAD LEFT, TURN LEFT, GO WEST AND SOUTH FOR 0.4 MILE TO THE
 JB1206'STATION ON THE LEFT AT POINT WHERE ROAD MAKES A SHARP TURN TO THE
 JB1206'RIGHT (WEST).
 JB1206'
 JB1206'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 14 INCH
 JB1206'SQUARE CONCRETE POST WHICH IS SET ABOUT 14 INCHES BELOW THE SURFACE
 JB1206'OF THE GROUND AND IS STAMPED GASTON 1961.  THE MARK IS 122 FEET
 JB1206'SOUTH OF THE CENTER OF DRIVEWAY, 118 FEET SOUTHWEST OF THE SOUTHWEST
 JB1206'CORNER OF HOUSE, 87.5 FEET EAST OF WITNESS POST, 53 FEET
 JB1206'EAST-SOUTHEAST OF CENTER OF THE CURVE IN ROAD, 33 FEET
 JB1206'SOUTH-SOUTHWEST OF A POWER POLE AND 28 FEET EAST-SOUTHEAST OF A
 JB1206'TELEPHONE POLE.
 JB1206'
 JB1206'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB1206'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JB1206'GROUND AND THE DISK IS STAMPED GASTON NO 1 1961.  THE MARK IS 73
 JB1206'FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 13.5 FEET
 JB1206'SOUTH OF CENTER OF DRIVEWAY AND 16.5 FEET EAST OF CENTER OF ROAD.
 JB1206'
 JB1206'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB1206'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 JB1206'GASTON NO 2 1961.  THE MARK IS 29.5 FEET WEST OF TELEPHONE POLE, 19
 JB1206'FEET SOUTH OF CENTER OF ROAD, 1.5 FEET EAST OF A WITNESS POST AND
 JB1206'1 FOOT NORTH OF FENCE.
 JB1206'
 JB1206'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB1206'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED GASTON
 JB1206'1961.  THE MARK IS 21 FEET NORTH OF CENTER OF ROAD, 41 FEET
 JB1206'NORTH-NORTHWEST OF TELEPHONE POLE, 1.9 FEET WEST-SOUTHWEST OF
 JB1206'WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 JB1206'
 JB1206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3 MILE TO
 JB1206'THE MARK ON THE RIGHT.
 JB1206'
 JB1206'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 JB1206
 JB1206                          STATION RECOVERY (1961)
 JB1206
 JB1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1206'1.1 MI SW FROM WOODLAWN.
 JB1206'ABOUT 0.7 MILE SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1206'SCHOOL IN WOODLAWN, THENCE 0.15 MILE WEST ALONG A GRAVEL ROAD,
 JB1206'THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, AT A FARM HOUSE EAST
 JB1206'OF THE ROAD, AT A SHARP TURN IN THE ROAD TO THE WEST.  50 FEET
 JB1206'SOUTHEAST OF THE CENTER OF THE ROAD FROM THE APPROXIMATE CENTER
 JB1206'OF THE TURN, 118 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JB1206'FARM HOUSE, 33 FEET SOUTHWEST OF A POWER POLE, 28 FEET
 JB1206'EAST-SOUTHEAST OF A TELEPHONE POLE, 87.4 FEET EAST OF A METAL
 JB1206'WITNESS POST, ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD, AND
 JB1206'SET IN THE TOP OF A CONCRETE POST ABOUT 14 INCHES UNDERGROUND.
 JB1206
 JB1206                          STATION RECOVERY (1962)
 JB1206
 JB1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1206'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JB1206'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL
 JB1206'MARKS CHECKED.  THE 1961 DESCRIPTIONS WAS FOUND TO BE ADEQUATE.
 JB1206'
 JB1206'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1203 ***********************************************************************
 JB1203  DESIGNATION -  GASTON AZ MK
 JB1203  PID         -  JB1203
 JB1203  STATE/COUNTY-  IL/JEFFERSON
 JB1203  USGS QUAD   -  WOODLAWN (1974)
 JB1203
 JB1203                         *CURRENT SURVEY CONTROL
 JB1203  ___________________________________________________________________
 JB1203* NAD 83(1986)-  38 18 52.     (N)    089 02 33.     (W)     SCALED    
 JB1203* NAVD 88     -       148.855  (meters)     488.37   (feet)  ADJUSTED  
 JB1203  ___________________________________________________________________
 JB1203  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB1203  DYNAMIC HT  -         148.761 (meters)     488.06  (feet)  COMP
 JB1203  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JB1203
 JB1203  VERT ORDER  -  SECOND    CLASS 0
 JB1203
 JB1203.The horizontal coordinates were scaled from a topographic map and have
 JB1203.an estimated accuracy of +/- 6 seconds.
 JB1203
 JB1203.The orthometric height was determined by differential leveling
 JB1203.and adjusted by the National Geodetic Survey in June 1991..
 JB1203
 JB1203.The geoid height was determined by GEOID03.
 JB1203
 JB1203.The dynamic height is computed by dividing the NAVD 88
 JB1203.geopotential number by the normal gravity value computed on the
 JB1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1203.degrees latitude (g = 980.6199 gals.).
 JB1203
 JB1203.The modeled gravity was interpolated from observed gravity values.
 JB1203
 JB1203;                    North         East    Units  Estimated Accuracy
 JB1203;SPC IL E     -   183,120.      237,980.      MT  (+/- 180 meters Scaled)
 JB1203
 JB1203                          SUPERSEDED SURVEY CONTROL
 JB1203
 JB1203  NGVD 29 (??/??/92)  148.962  (m)          488.72   (f) ADJ UNCH    2 0
 JB1203
 JB1203.Superseded values are not recommended for survey control.
 JB1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1203.See file dsdata.txt to determine how the superseded data were derived.
 JB1203
 JB1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH214426(NAD 83)
 JB1203_MARKER: DZ = AZIMUTH MARK DISK
 JB1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1203_STAMPING: GASTON 1961
 JB1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1203+STABILITY: SURFACE MOTION
 JB1203
 JB1203  HISTORY     - Date     Condition        Report By
 JB1203  HISTORY     - 1961     MONUMENTED       CGS
 JB1203
 JB1203                          STATION DESCRIPTION
 JB1203
 JB1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1203'1.4 MI SW FROM WOODLAWN.
 JB1203'ABOUT 0.7 MILE SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1203'SCHOOL IN WOODLAWN, THENCE 0.15 MILE WEST ALONG A GRAVEL ROAD,
 JB1203'THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.3 MILE WEST
 JB1203'ALONG A GRAVEL ROAD, 19 FEET NORTH OF THE CENTER OF THE ROAD, 1
 JB1203'FOOT SOUTH OF A FENCE, 40 FEET NORTH-NORTHEAST OF THE THIRD
 JB1203'TELEPHONE POLE EAST OF A HOUSE NORTH OF THE ROAD WHICH IS ALSO
 JB1203'THE SECOND POLE WEST OF THE CROSSING OF THE C.B. AND Q RAILROAD,
 JB1203'117 FEET WEST OF THE SECOND POWER POLE EAST OF A POWER POLE WITH
 JB1203'A TRANSFORMER AND IS ALSO THE THIRD POLE WEST OF THE CROSSING
 JB1203'OF THE C.B. AND Q. RAILROAD, 1.9 FEET SOUTHWEST OF A METAL
 JB1203'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 JB1203'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1205 ***********************************************************************
 JB1205  DESIGNATION -  GASTON RM 1
 JB1205  PID         -  JB1205
 JB1205  STATE/COUNTY-  IL/JEFFERSON
 JB1205  USGS QUAD   -  WOODLAWN (1974)
 JB1205
 JB1205                         *CURRENT SURVEY CONTROL
 JB1205  ___________________________________________________________________
 JB1205* NAD 83(1986)-  38 18 51.     (N)    089 02 15.     (W)     SCALED    
 JB1205* NAVD 88     -       151.012  (meters)     495.45   (feet)  ADJUSTED  
 JB1205  ___________________________________________________________________
 JB1205  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB1205  DYNAMIC HT  -         150.916 (meters)     495.13  (feet)  COMP
 JB1205  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JB1205
 JB1205  VERT ORDER  -  SECOND    CLASS 0
 JB1205
 JB1205.The horizontal coordinates were scaled from a topographic map and have
 JB1205.an estimated accuracy of +/- 6 seconds.
 JB1205
 JB1205.The orthometric height was determined by differential leveling
 JB1205.and adjusted by the National Geodetic Survey in June 1991..
 JB1205
 JB1205.The geoid height was determined by GEOID03.
 JB1205
 JB1205.The dynamic height is computed by dividing the NAVD 88
 JB1205.geopotential number by the normal gravity value computed on the
 JB1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1205.degrees latitude (g = 980.6199 gals.).
 JB1205
 JB1205.The modeled gravity was interpolated from observed gravity values.
 JB1205
 JB1205;                    North         East    Units  Estimated Accuracy
 JB1205;SPC IL E     -   183,080.      238,420.      MT  (+/- 180 meters Scaled)
 JB1205
 JB1205                          SUPERSEDED SURVEY CONTROL
 JB1205
 JB1205  NGVD 29 (??/??/92)  151.119  (m)          495.80   (f) ADJ UNCH    2 0
 JB1205
 JB1205.Superseded values are not recommended for survey control.
 JB1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1205.See file dsdata.txt to determine how the superseded data were derived.
 JB1205
 JB1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH218426(NAD 83)
 JB1205_MARKER: DR = REFERENCE MARK DISK
 JB1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1205_STAMPING: GASTON NO 1 1961
 JB1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1205+STABILITY: SURFACE MOTION
 JB1205
 JB1205  HISTORY     - Date     Condition        Report By
 JB1205  HISTORY     - 1961     MONUMENTED       CGS
 JB1205
 JB1205                          STATION DESCRIPTION
 JB1205
 JB1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1205'1.1 MI SW FROM WOODLAWN.
 JB1205'ABOUT 0.7 MILE SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1205'SCHOOL IN WOODLAWN, THENCE 0.15 MILE WEST ALONG A GRAVEL ROAD,
 JB1205'THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, AT A FARM HOUSE EAST
 JB1205'OF THE ROAD, AT A SHARP TURN IN THE ROAD TO THE WEST, 15 FEET
 JB1205'EAST OF THE CENTER OF THE ROAD, 19 FEET SOUTH OF THE CENTER OF
 JB1205'THE FARM DRIVE, 73 FEET WEST OF THE SOUTHWEST CORNER OF THE FARM
 JB1205'HOUSE, 80 FEET NORTHWEST OF A POWER POLE, 108.5 FEET
 JB1205'NORTH-NORTHWEST OF TRAVERSE STATION GASTON, 150.9 FEET NORTHEAST
 JB1205'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JB1205'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1204 ***********************************************************************
 JB1204  DESIGNATION -  GASTON RM 2
 JB1204  PID         -  JB1204
 JB1204  STATE/COUNTY-  IL/JEFFERSON
 JB1204  USGS QUAD   -  WOODLAWN (1974)
 JB1204
 JB1204                         *CURRENT SURVEY CONTROL
 JB1204  ___________________________________________________________________
 JB1204* NAD 83(1986)-  38 18 51.     (N)    089 02 15.     (W)     SCALED    
 JB1204* NAVD 88     -       150.842  (meters)     494.89   (feet)  ADJUSTED  
 JB1204  ___________________________________________________________________
 JB1204  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB1204  DYNAMIC HT  -         150.746 (meters)     494.57  (feet)  COMP
 JB1204  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JB1204
 JB1204  VERT ORDER  -  SECOND    CLASS 0
 JB1204
 JB1204.The horizontal coordinates were scaled from a topographic map and have
 JB1204.an estimated accuracy of +/- 6 seconds.
 JB1204
 JB1204.The orthometric height was determined by differential leveling
 JB1204.and adjusted by the National Geodetic Survey in June 1991..
 JB1204
 JB1204.The geoid height was determined by GEOID03.
 JB1204
 JB1204.The dynamic height is computed by dividing the NAVD 88
 JB1204.geopotential number by the normal gravity value computed on the
 JB1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1204.degrees latitude (g = 980.6199 gals.).
 JB1204
 JB1204.The modeled gravity was interpolated from observed gravity values.
 JB1204
 JB1204;                    North         East    Units  Estimated Accuracy
 JB1204;SPC IL E     -   183,080.      238,420.      MT  (+/- 180 meters Scaled)
 JB1204
 JB1204                          SUPERSEDED SURVEY CONTROL
 JB1204
 JB1204  NGVD 29 (??/??/92)  150.949  (m)          495.24   (f) ADJ UNCH    2 0
 JB1204
 JB1204.Superseded values are not recommended for survey control.
 JB1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1204.See file dsdata.txt to determine how the superseded data were derived.
 JB1204
 JB1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH218426(NAD 83)
 JB1204_MARKER: DR = REFERENCE MARK DISK
 JB1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1204_STAMPING: GASTON NO 2 1961
 JB1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1204+STABILITY: SURFACE MOTION
 JB1204
 JB1204  HISTORY     - Date     Condition        Report By
 JB1204  HISTORY     - 1961     MONUMENTED       CGS
 JB1204
 JB1204                          STATION DESCRIPTION
 JB1204
 JB1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1204'1.1 MI SW FROM WOODLAWN.
 JB1204'ABOUT 0.7 MILE SOUTH ALONG AN ASPHALT PAVED ROAD FROM THE GRADE
 JB1204'SCHOOL IN WOODLAWN, THENCE 0.15 MILE WEST ALONG A GRAVEL ROAD,
 JB1204'THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD, AT A FARM HOUSE EAST
 JB1204'OF THE ROAD, AT A SHARP TURN IN THE ROAD TO THE WEST, 17 FEET
 JB1204'SOUTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF A FENCE, 30
 JB1204'FEET WEST OF A TELEPHONE POLE, 86.1 FEET WEST-SOUTHWEST OF
 JB1204'TRAVERSE STATION GASTON, 1.4 FEET EAST OF A METAL WITNESS POST,
 JB1204'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JB1204'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0899 ***********************************************************************
 HB0899  DESIGNATION -  GATE
 HB0899  PID         -  HB0899
 HB0899  STATE/COUNTY-  IL/PULASKI
 HB0899  USGS QUAD   -  CAIRO (1993)
 HB0899
 HB0899                         *CURRENT SURVEY CONTROL
 HB0899  ___________________________________________________________________
 HB0899* NAD 83(1997)-  37 05 42.35697(N)    089 11 01.64129(W)     ADJUSTED  
 HB0899* NAVD 88     -        97.189  (meters)     318.86   (feet)  ADJUSTED  
 HB0899  ___________________________________________________________________
 HB0899  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 HB0899  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HB0899  DYNAMIC HT  -          97.119 (meters)     318.63  (feet)  COMP
 HB0899  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 HB0899
 HB0899  HORZ ORDER  -  SECOND
 HB0899  VERT ORDER  -  SECOND    CLASS 0
 HB0899
 HB0899.The horizontal coordinates were established by classical geodetic methods
 HB0899.and adjusted by the National Geodetic Survey in October 1999..
 HB0899
 HB0899.The orthometric height was determined by differential leveling
 HB0899.and adjusted by the National Geodetic Survey in June 1991..
 HB0899
 HB0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0899
 HB0899.The geoid height was determined by GEOID03.
 HB0899
 HB0899.The dynamic height is computed by dividing the NAVD 88
 HB0899.geopotential number by the normal gravity value computed on the
 HB0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0899.degrees latitude (g = 980.6199 gals.).
 HB0899
 HB0899.The modeled gravity was interpolated from observed gravity values.
 HB0899
 HB0899;                    North         East     Units Scale Factor Converg.
 HB0899;SPC IL W     -    47,994.713   787,374.524   MT  1.00003519   +0 35 34.3
 HB0899;SPC IL W     -   157,462.65  2,583,244.58   sFT  1.00003519   +0 35 34.3
 HB0899;UTM  16      - 4,107,653.463   305,924.353   MT  1.00006401   -1 19 03.1
 HB0899
 HB0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0899!SPC IL W     -   0.99998917  x   1.00003519  =   1.00002436
 HB0899!UTM  16      -   0.99998917  x   1.00006401  =   1.00005318
 HB0899
 HB0899|---------------------------------------------------------------------|
 HB0899| PID    Reference Object                     Distance      Geod. Az  |
 HB0899|                                                           dddmmss.s |
 HB0899| HB0898 GATE RM 1                            25.799 METERS 11703     |
 HB0899| HB1724 MOUND CITY MUNICIPAL TANK           APPROX. 2.3 KM 1183701.0 |
 HB0899| HB0897 GATE AZ MK                                         1422254.4 |
 HB0899| HB0900 GATE RM 2                            25.404 METERS 31822     |
 HB0899| HB1726 MOUNDS MUNICIPAL TANK               APPROX. 2.5 KM 3193432.0 |
 HB0899|---------------------------------------------------------------------|
 HB0899
 HB0899                          SUPERSEDED SURVEY CONTROL
 HB0899
 HB0899  NAD 83(1997)-  37 05 42.35869(N)    089 11 01.64116(W) AD(       ) 2
 HB0899  NAD 83(1986)-  37 05 42.36393(N)    089 11 01.64356(W) AD(       ) 2
 HB0899  NAD 83(1986)-  37 05 42.36789(N)    089 11 01.64577(W) AD(       ) 2
 HB0899  NAD 27      -  37 05 42.18730(N)    089 11 01.37720(W) AD(       ) 2
 HB0899  NGVD 29 (??/??/??)   97.094  (m)          318.55   (f) ADJUSTED    2 0
 HB0899
 HB0899.Superseded values are not recommended for survey control.
 HB0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0899.See file dsdata.txt to determine how the superseded data were derived.
 HB0899
 HB0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0592407653(NAD 83)
 HB0899_MARKER: DS = TRIANGULATION STATION DISK
 HB0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0899_STAMPING: GATE 1960
 HB0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0899+STABILITY: SURFACE MOTION
 HB0899
 HB0899  HISTORY     - Date     Condition        Report By
 HB0899  HISTORY     - 1960     MONUMENTED       CGS
 HB0899  HISTORY     - 1960     GOOD             CGS
 HB0899  HISTORY     - 1966     MARK NOT FOUND   CGS
 HB0899
 HB0899                          STATION DESCRIPTION
 HB0899
 HB0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB0899'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHEAST OF MOUNDS, ABOUT 1.5
 HB0899'MILES WEST-NORTHWEST OF MOUND CITY AND ABOUT 0.8 MILE NORTH OF THE
 HB0899'CACHE RIVER WHICH IS THE ALEXANDER-PULASKI COUNTY LINE, AND ON THE
 HB0899'SOUTH SIDE OF U.S. HIGHWAY 51 ON THE ROAD RIGHT-OF-WAY WHICH IS
 HB0899'ABOUT 10 FEET LOWER THAN THE ROAD.
 HB0899'
 HB0899'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 HB0899'HIGHWAY 37 ABOUT 6 MILES NORTH OF CAIRO, GO NORTHWEST ON
 HB0899'U.S. HIGHWAY 51 FOR 0.6 MILE TO A TRIANGLE BLAZED TREE ON LEFT AND
 HB0899'STATION AS DESCRIBED.
 HB0899'
 HB0899'STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A 12
 HB0899'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND THE
 HB0899'DISK IS STAMPED GATE 1960. THE MARK IS 50 FEET SOUTH-SOUTHWEST OF
 HB0899'CENTER OF ROAD, 26 FEET NORTH-NORTHEAST OF FIELD, 22.4 FEET SOUTH OF
 HB0899'TRIANGLE BLAZE TREE AND 17.8 FEET SOUTH-SOUTHWEST OF WITNESS POST.
 HB0899'
 HB0899'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK SET IN A 12
 HB0899'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND THE
 HB0899'DISK IS STAMPED GATE NO 1 1960. THE MARK IS 79.8 FEET EAST-SOUTHEAST
 HB0899'OF WITNESS POST, 42 FEET NORTH-NORTHEAST OF FIELD AND
 HB0899'33.6 FEET SOUTH-SOUTHWEST OF CENTER OF ROAD.
 HB0899'
 HB0899'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK SET IN THE
 HB0899'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH
 HB0899'AND THE DISK IS STAMPED GATE NO 2 1960. THE MARK IS 85.5 FEET
 HB0899'SOUTHEAST OF WITNESS POST, 43 FEET NORTH-NORTHEAST OF
 HB0899'FIELD AND 32.5 FEET SOUTH-SOUTHWEST OF CENTER OF ROAD.
 HB0899'
 HB0899'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12
 HB0899'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE
 HB0899'DISK IS STAMPED GATE 1960. THE MARK IS 51 FEET NORTHWEST OF NORTHWEST
 HB0899'CORNER OF UNCLEARED AREA, 40 FEET SOUTH OF ROAD AND 1.9 FEET WEST
 HB0899'OF WITNESS POST.
 HB0899'
 HB0899'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON U.S.
 HB0899'HIGHWAY 51 FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT SIDE OF ROAD AS
 HB0899'DESCRIBED.
 HB0899'
 HB0899'HEIGHT OF LIGHT ABOVE STATION MARK 26.35 METERS.
 HB0899
 HB0899                          STATION RECOVERY (1960)
 HB0899
 HB0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0899'1.6 MI SE FROM MOUNDS.
 HB0899'ABOUT 1.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 51 FROM ITS
 HB0899'JUNCTION WITH FIRST STREET IN MOUNDS, ABOUT 0.1 MILE SOUTHEAST
 HB0899'OF THE JUNCTION OF A GRAVEL ROAD SOUTHWEST AND THE CROSSING OF
 HB0899'A HIGH POWER TRANSMISSION LINE, 50 FEET SOUTHWEST OF THE CENTER
 HB0899'LINE OF THE HIGHWAY, 22 FEET SOUTH-SOUTHEAST OF A LONE BLAZED
 HB0899'TREE, (SYCAMORE), 612 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 HB0899'OF THE GRAVEL ROAD SOUTHWEST, 18.1 FEET SOUTHWEST OF A METAL
 HB0899'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 HB0899'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 HB0899
 HB0899                          STATION RECOVERY (1966)
 HB0899
 HB0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 HB0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0236 ***********************************************************************
 JB0236  DESIGNATION -  GATE
 JB0236  PID         -  JB0236
 JB0236  STATE/COUNTY-  IL/WAYNE
 JB0236  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0236
 JB0236                         *CURRENT SURVEY CONTROL
 JB0236  ___________________________________________________________________
 JB0236* NAD 83(1997)-  38 15 56.49737(N)    088 17 35.76119(W)     ADJUSTED  
 JB0236* NAVD 88     -       153.764  (meters)     504.47   (feet)  ADJUSTED  
 JB0236  ___________________________________________________________________
 JB0236  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JB0236  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JB0236  DYNAMIC HT  -         153.666 (meters)     504.15  (feet)  COMP
 JB0236  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JB0236
 JB0236  HORZ ORDER  -  SECOND
 JB0236  VERT ORDER  -  SECOND    CLASS 0
 JB0236
 JB0236.The horizontal coordinates were established by classical geodetic methods
 JB0236.and adjusted by the National Geodetic Survey in October 1999..
 JB0236
 JB0236.The orthometric height was determined by differential leveling
 JB0236.and adjusted by the National Geodetic Survey in June 1991..
 JB0236
 JB0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0236
 JB0236.The geoid height was determined by GEOID03.
 JB0236
 JB0236.The dynamic height is computed by dividing the NAVD 88
 JB0236.geopotential number by the normal gravity value computed on the
 JB0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0236.degrees latitude (g = 980.6199 gals.).
 JB0236
 JB0236.The modeled gravity was interpolated from observed gravity values.
 JB0236
 JB0236;                    North         East     Units Scale Factor Converg.
 JB0236;SPC IL E     -   177,466.609   303,506.303   MT  0.99997515   +0 01 29.3
 JB0236;SPC IL E     -   582,238.37    995,753.60   sFT  0.99997515   +0 01 29.3
 JB0236;UTM  16      - 4,236,085.797   386,863.236   MT  0.99975764   -0 48 03.7
 JB0236
 JB0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0236!SPC IL E     -   0.99998067  x   0.99997515  =   0.99995582
 JB0236!UTM  16      -   0.99998067  x   0.99975764  =   0.99973831
 JB0236
 JB0236:                Primary Azimuth Mark                     Grid Az
 JB0236:SPC IL E     -  GATE AZ MK                               085 00 38.9
 JB0236:UTM  16      -  GATE AZ MK                               085 50 11.9
 JB0236
 JB0236|---------------------------------------------------------------------|
 JB0236| PID    Reference Object                     Distance      Geod. Az  |
 JB0236|                                                           dddmmss.s |
 JB0236| JB0238 GATE AZ MK                                         0850208.2 |
 JB0236| JB0237 GATE RM 1                            18.689 METERS 11204     |
 JB0236| JB0235 GATE RM 2                            18.373 METERS 19853     |
 JB0236|---------------------------------------------------------------------|
 JB0236
 JB0236                          SUPERSEDED SURVEY CONTROL
 JB0236
 JB0236  NAD 83(1997)-  38 15 56.49879(N)    088 17 35.76041(W) AD(       ) 2
 JB0236  NAD 83(1997)-  38 15 56.50898(N)    088 17 35.76061(W) AD(       ) 2
 JB0236  NAD 83(1986)-  38 15 56.51087(N)    088 17 35.76170(W) AD(       ) 2
 JB0236  NAD 27      -  38 15 56.34086(N)    088 17 35.60191(W) AD(       ) 2
 JB0236  NGVD 29 (??/??/92)  153.886  (m)          504.87   (f) ADJ UNCH    2 0
 JB0236
 JB0236.Superseded values are not recommended for survey control.
 JB0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0236.See file dsdata.txt to determine how the superseded data were derived.
 JB0236
 JB0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8686336086(NAD 83)
 JB0236_MARKER: DE = TRAVERSE STATION DISK
 JB0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0236_STAMPING: GATE 1961
 JB0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0236+STABILITY: SURFACE MOTION
 JB0236
 JB0236  HISTORY     - Date     Condition        Report By
 JB0236  HISTORY     - 1961     MONUMENTED       CGS
 JB0236  HISTORY     - 1961     GOOD             CGS
 JB0236  HISTORY     - 1972     GOOD             ILDT
 JB0236
 JB0236                          STATION DESCRIPTION
 JB0236
 JB0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0236'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF MILL SHOALS AND
 JB0236'ABOUT 2.25 MILES
 JB0236'NORTHWEST OF BURNT PRAIRIE ON LAND OWNED BY MR TOM MUSGRAVE WHO
 JB0236'LIVES IN BURNT PRAIRIE.
 JB0236'
 JB0236'TO REACH THE STATION FROM THE BURNT PRAIRIE POST OFFICE, GO WEST ON
 JB0236'THE BLACKTOP ROAD
 JB0236'FOR 1.9 MILES TO A CROSSROAD JUST AFTER MAKING A LEFT
 JB0236'CURVE IN THE ROAD, TURN SHARP
 JB0236'RIGHT AND GO NORTH ON THE GRAVEL ROAD
 JB0236'FOR 1.1 MILES TO A DRIVEWAY LEFT, TURN LEFT AND
 JB0236'FOLLOW THE DRIVEWAY
 JB0236'FOR 0.3 MILE TO THE FARM BUILDINGS AND THE STATION.
 JB0236'
 JB0236'STATION MARK, A STANDARD TRAVERSE DISK STAMPED GATE 1961, IS SET IN
 JB0236'THE TOP OF A 12 INCH
 JB0236'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 JB0236'THE GROUND.  THE MARK IS 21.8
 JB0236'FEET SOUTHEAST OF THE SOUTHWEST CORNER
 JB0236'OF THE GARAGE, 20.0 FEET SOUTHWEST OF THE
 JB0236'SOUTHEAST CORNER OF THE
 JB0236'GARAGE, 21.8 FEET NORTHWEST OF THE CENTER OF A BOARD GATE
 JB0236'AND 14.5 FEET
 JB0236'EAST OF A WITNESS POST AND A FENCE LINE.
 JB0236'
 JB0236'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE DISK STAMPED GATE NO 1
 JB0236'1961, IS SET IN THE TOP OF
 JB0236'A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JB0236'THE SURFACE OF THE GROUND.  THE MARK
 JB0236'IS 30 FEET SOUTH OF THE CENTER
 JB0236'OF THE DRIVEWAY, 11 FEET EAST OF A 14 INCH TREE AND 1
 JB0236'FOOT NORTH OF
 JB0236'THE NORTH BARNYARD FENCE.
 JB0236'
 JB0236'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE DISK STAMPED GATE NO 2
 JB0236'1961, IS SET IN THE TOP OF
 JB0236'A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JB0236'THE SURFACE OF THE GROUND.  THE MARK
 JB0236'IS 48.3 FEET SOUTHWEST OF THE
 JB0236'CENTER OF A BOARD GATE, 39 FEET SOUTH OF THE NORTHWEST
 JB0236'CORNER OF THE
 JB0236'BARNYARD FENCE AND 30 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JB0236'BARN.
 JB0236'
 JB0236'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED GATE 1961, IS SET IN
 JB0236'THE TOP OF A 12 INCH
 JB0236'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 JB0236'GROUND.  THE MARK IS 42 FEET
 JB0236'SOUTH-SOUTHEAST OF A LARGE MAIL BOX, 17
 JB0236'FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 2
 JB0236'FEET NORTHWEST OF A
 JB0236'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.
 JB0236'
 JB0236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DRIVEWAY
 JB0236'FOR 0.3 MILE TO THE MAIN
 JB0236'GRAVEL ROAD, TURN LEFT, NORTH, FOR 0.05 MILE TO THE
 JB0236'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JB0236'
 JB0236'HEIGHT OF LIGHT ABOVE STATION MARK 22.15 METERS.
 JB0236
 JB0236                          STATION RECOVERY (1961)
 JB0236
 JB0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0236'4.4 MI NE FROM MILL SHOALS.
 JB0236'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN MILL
 JB0236'SHOALS, THENCE 0.05 MILE NORTH ALONG U.S. HIGHWAY 45, THENCE
 JB0236'3.1 MILES EAST ALONG AN ASPHALT PAVED ROAD (BURNT
 JB0236'PRAIRIE - LIBERTY ROAD), THENCE 1.0 MILE NORTH ALONG A GRAVEL
 JB0236'ROAD, THENCE 0.25 MILE WEST ALONG A DRIVE TO A FARM AND FARM
 JB0236'BUILDINGS, 20 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A MACHINE
 JB0236'SHED, 15 FEET EAST OF A FENCE, 17.5 FEET NORTH OF A FENCE, 24
 JB0236'FEET NORTHEAST OF A FENCE CORNER, 72 FEET SOUTHWEST OF A POWER
 JB0236'POLE, 16 FEET EAST-SOUTHEAST OF A TRIANGLE BLAZED MAPLE TREE,
 JB0236'14.8 FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 JB0236'CONCRETE POST PROJECTING 1 INCH.
 JB0236
 JB0236                          STATION RECOVERY (1972)
 JB0236
 JB0236'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (WEB)
 JB0236'GATE 1961 RECOVERED GOOD.
 JB0236'
 JB0236'GATE NO. 1 1961 RECOVERED GOOD.
 JB0236'
 JB0236'GATE NO.2 1961 RECOVERED GOOD.
 JB0236'
 JB0236'GATE 1961 AZI RECOVERED GOOD.
 JB0236'
 JB0236'IT IS SUGGESTED STATION GATE BE MOVED A FEW FEET BECAUSE OF HEAVY
 JB0236'USES OF FARM EQUIPMENT AROUND THE STATION.  THE BARN USED FOR A TIE
 JB0236'OF REFERENCE NO. 2 IS GONE.
 JB0236'
 JB0236'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.25 MILES NW OF BURNT
 JB0236'PRAIRIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0897 ***********************************************************************
 HB0897  DESIGNATION -  GATE AZ MK
 HB0897  PID         -  HB0897
 HB0897  STATE/COUNTY-  IL/PULASKI
 HB0897  USGS QUAD   -  CAIRO (1993)
 HB0897
 HB0897                         *CURRENT SURVEY CONTROL
 HB0897  ___________________________________________________________________
 HB0897* NAD 83(1986)-  37 05 28.     (N)    089 10 49.     (W)     SCALED    
 HB0897* NAVD 88     -        98.221  (meters)     322.25   (feet)  ADJUSTED  
 HB0897  ___________________________________________________________________
 HB0897  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HB0897  DYNAMIC HT  -          98.149 (meters)     322.01  (feet)  COMP
 HB0897  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HB0897
 HB0897  VERT ORDER  -  SECOND    CLASS 0
 HB0897
 HB0897.The horizontal coordinates were scaled from a topographic map and have
 HB0897.an estimated accuracy of +/- 6 seconds.
 HB0897
 HB0897.The orthometric height was determined by differential leveling
 HB0897.and adjusted by the National Geodetic Survey in June 1991..
 HB0897
 HB0897.The geoid height was determined by GEOID03.
 HB0897
 HB0897.The dynamic height is computed by dividing the NAVD 88
 HB0897.geopotential number by the normal gravity value computed on the
 HB0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0897.degrees latitude (g = 980.6199 gals.).
 HB0897
 HB0897.The modeled gravity was interpolated from observed gravity values.
 HB0897
 HB0897;                    North         East    Units  Estimated Accuracy
 HB0897;SPC IL W     -    47,560.      787,690.      MT  (+/- 180 meters Scaled)
 HB0897
 HB0897                          SUPERSEDED SURVEY CONTROL
 HB0897
 HB0897  NGVD 29 (??/??/??)   98.124  (m)          321.93   (f) ADJUSTED    2 0
 HB0897
 HB0897.Superseded values are not recommended for survey control.
 HB0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0897.See file dsdata.txt to determine how the superseded data were derived.
 HB0897
 HB0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG062072(NAD 83)
 HB0897_MARKER: DZ = AZIMUTH MARK DISK
 HB0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0897_STAMPING: GATE 1960
 HB0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0897+STABILITY: SURFACE MOTION
 HB0897
 HB0897  HISTORY     - Date     Condition        Report By
 HB0897  HISTORY     - 1960     MONUMENTED       CGS
 HB0897  HISTORY     - 20020830 MARK NOT FOUND   USACE
 HB0897
 HB0897                          STATION DESCRIPTION
 HB0897
 HB0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0897'2 MI SE FROM MOUNDS.
 HB0897'ABOUT 1.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 51 FROM ITS
 HB0897'JUNCTION WITH FIRST STREET IN MOUNDS, AT THE EAST CORNER OF A
 HB0897'FIELD SOUTH OF THE HIGHWAY, 39 FEET SOUTHWEST OF THE CENTER
 HB0897'LINE OF THE HIGHWAY, 51 FEET NORTH OF THE NORTH CORNER OF THE
 HB0897'WOODS, 157 FEET SOUTHEAST OF THE SOUTHEAST ONE OF TWO LONE
 HB0897'TREE ALONG THE SOUTHWEST SIDE OF THE HIGHWAY, 1.9 FEET NORTHWEST
 HB0897'OF A METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE
 HB0897'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HB0897'INCHES.
 HB0897
 HB0897                          STATION RECOVERY (2002)
 HB0897
 HB0897'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0238 ***********************************************************************
 JB0238  DESIGNATION -  GATE AZ MK
 JB0238  PID         -  JB0238
 JB0238  STATE/COUNTY-  IL/WAYNE
 JB0238  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0238
 JB0238                         *CURRENT SURVEY CONTROL
 JB0238  ___________________________________________________________________
 JB0238* NAD 83(1986)-  38 15 56.     (N)    088 17 17.     (W)     SCALED    
 JB0238* NAVD 88     -       145.117  (meters)     476.10   (feet)  ADJUSTED  
 JB0238  ___________________________________________________________________
 JB0238  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JB0238  DYNAMIC HT  -         145.024 (meters)     475.80  (feet)  COMP
 JB0238  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JB0238
 JB0238  VERT ORDER  -  SECOND    CLASS 0
 JB0238
 JB0238.The horizontal coordinates were scaled from a topographic map and have
 JB0238.an estimated accuracy of +/- 6 seconds.
 JB0238
 JB0238.The orthometric height was determined by differential leveling
 JB0238.and adjusted by the National Geodetic Survey in June 1991..
 JB0238
 JB0238.The geoid height was determined by GEOID03.
 JB0238
 JB0238.The dynamic height is computed by dividing the NAVD 88
 JB0238.geopotential number by the normal gravity value computed on the
 JB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0238.degrees latitude (g = 980.6199 gals.).
 JB0238
 JB0238.The modeled gravity was interpolated from observed gravity values.
 JB0238
 JB0238;                    North         East    Units  Estimated Accuracy
 JB0238;SPC IL E     -   177,450.      303,960.      MT  (+/- 180 meters Scaled)
 JB0238
 JB0238                          SUPERSEDED SURVEY CONTROL
 JB0238
 JB0238  NGVD 29 (??/??/92)  145.238  (m)          476.50   (f) ADJ UNCH    2 0
 JB0238
 JB0238.Superseded values are not recommended for survey control.
 JB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0238.See file dsdata.txt to determine how the superseded data were derived.
 JB0238
 JB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH873360(NAD 83)
 JB0238_MARKER: DZ = AZIMUTH MARK DISK
 JB0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0238_STAMPING: GATE 1961
 JB0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0238+STABILITY: SURFACE MOTION
 JB0238
 JB0238  HISTORY     - Date     Condition        Report By
 JB0238  HISTORY     - 1961     MONUMENTED       CGS
 JB0238
 JB0238                          STATION DESCRIPTION
 JB0238
 JB0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0238'4.2 MI NE FROM MILL SHOALS.
 JB0238'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN MILL
 JB0238'SHOALS, THENCE 0.05 MILE NORTH ALONG U.S. HIGHWAY 45, THENCE 3.1
 JB0238'MILE EAST ALONG AN ASPHALT PAVED ROAD (BURNT PRAIRIE - LIBERTY
 JB0238'ROAD), THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, NEAR A DRIVE
 JB0238'WEST TO A FARM HOUSE, 18 FEET EAST OF THE CENTER OF THE ROAD, 146
 JB0238'FEET NORTH OF THE EXTENDED CENTER OF THE DRIVE, 1 FOOT WEST OF A
 JB0238'FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 JB0238'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JB0238'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0898 ***********************************************************************
 HB0898  DESIGNATION -  GATE RM 1
 HB0898  PID         -  HB0898
 HB0898  STATE/COUNTY-  IL/PULASKI
 HB0898  USGS QUAD   -  CAIRO (1993)
 HB0898
 HB0898                         *CURRENT SURVEY CONTROL
 HB0898  ___________________________________________________________________
 HB0898* NAD 83(1986)-  37 05 42.     (N)    089 10 59.     (W)     SCALED    
 HB0898* NAVD 88     -        98.183  (meters)     322.12   (feet)  ADJUSTED  
 HB0898  ___________________________________________________________________
 HB0898  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HB0898  DYNAMIC HT  -          98.112 (meters)     321.89  (feet)  COMP
 HB0898  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 HB0898
 HB0898  VERT ORDER  -  SECOND    CLASS 0
 HB0898
 HB0898.The horizontal coordinates were scaled from a topographic map and have
 HB0898.an estimated accuracy of +/- 6 seconds.
 HB0898
 HB0898.The orthometric height was determined by differential leveling
 HB0898.and adjusted by the National Geodetic Survey in June 1991..
 HB0898
 HB0898.The geoid height was determined by GEOID03.
 HB0898
 HB0898.The dynamic height is computed by dividing the NAVD 88
 HB0898.geopotential number by the normal gravity value computed on the
 HB0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0898.degrees latitude (g = 980.6199 gals.).
 HB0898
 HB0898.The modeled gravity was interpolated from observed gravity values.
 HB0898
 HB0898;                    North         East    Units  Estimated Accuracy
 HB0898;SPC IL W     -    47,980.      787,440.      MT  (+/- 180 meters Scaled)
 HB0898
 HB0898                          SUPERSEDED SURVEY CONTROL
 HB0898
 HB0898  NGVD 29 (??/??/??)   98.087  (m)          321.81   (f) ADJUSTED    2 0
 HB0898
 HB0898.Superseded values are not recommended for survey control.
 HB0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0898.See file dsdata.txt to determine how the superseded data were derived.
 HB0898
 HB0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG059076(NAD 83)
 HB0898_MARKER: DR = REFERENCE MARK DISK
 HB0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0898_STAMPING: GATE NO 1 1960
 HB0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0898+STABILITY: SURFACE MOTION
 HB0898
 HB0898  HISTORY     - Date     Condition        Report By
 HB0898  HISTORY     - 1960     MONUMENTED       CGS
 HB0898  HISTORY     - 1966     MARK NOT FOUND   CGS
 HB0898
 HB0898                          STATION DESCRIPTION
 HB0898
 HB0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0898'1.6 MI SE FROM MOUNDS.
 HB0898'ABOUT 1.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 51 FROM ITS
 HB0898'JUNCTION WITH FIRST STREET IN MOUNDS, ABOUT 0.1 MILES SOUTHEAST
 HB0898'OF THE JUNCTION OF A GRAVEL ROAD SOUTHWEST AND THE CROSSING
 HB0898'OF A HIGH POWER TRANSMISSION LINE, 33 FEET SOUTHWEST OF THE
 HB0898'CENTER LINE OF THE HIGHWAY, 92 FEET SOUTHEAST OF A LONE BLAZED
 HB0898'SYCAMORE TREE, 698 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 HB0898'OF THE GRAVEL ROAD SOUTHWEST, 84.7 FEET SOUTHEAST OF TRAVERSE
 HB0898'STATION GATE, 79.9 FEET SOUTHEAST OF A METAL WITNESS POST,
 HB0898'ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 HB0898'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0898
 HB0898                          STATION RECOVERY (1966)
 HB0898
 HB0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 HB0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0237 ***********************************************************************
 JB0237  DESIGNATION -  GATE RM 1
 JB0237  PID         -  JB0237
 JB0237  STATE/COUNTY-  IL/WAYNE
 JB0237  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0237
 JB0237                         *CURRENT SURVEY CONTROL
 JB0237  ___________________________________________________________________
 JB0237* NAD 83(1986)-  38 15 56.     (N)    088 17 35.     (W)     SCALED    
 JB0237* NAVD 88     -       153.364  (meters)     503.16   (feet)  ADJUSTED  
 JB0237  ___________________________________________________________________
 JB0237  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JB0237  DYNAMIC HT  -         153.267 (meters)     502.84  (feet)  COMP
 JB0237  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JB0237
 JB0237  VERT ORDER  -  SECOND    CLASS 0
 JB0237
 JB0237.The horizontal coordinates were scaled from a topographic map and have
 JB0237.an estimated accuracy of +/- 6 seconds.
 JB0237
 JB0237.The orthometric height was determined by differential leveling
 JB0237.and adjusted by the National Geodetic Survey in June 1991..
 JB0237
 JB0237.The geoid height was determined by GEOID03.
 JB0237
 JB0237.The dynamic height is computed by dividing the NAVD 88
 JB0237.geopotential number by the normal gravity value computed on the
 JB0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0237.degrees latitude (g = 980.6199 gals.).
 JB0237
 JB0237.The modeled gravity was interpolated from observed gravity values.
 JB0237
 JB0237;                    North         East    Units  Estimated Accuracy
 JB0237;SPC IL E     -   177,450.      303,530.      MT  (+/- 180 meters Scaled)
 JB0237
 JB0237                          SUPERSEDED SURVEY CONTROL
 JB0237
 JB0237  NGVD 29 (??/??/92)  153.486  (m)          503.56   (f) ADJ UNCH    2 0
 JB0237
 JB0237.Superseded values are not recommended for survey control.
 JB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0237.See file dsdata.txt to determine how the superseded data were derived.
 JB0237
 JB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH868360(NAD 83)
 JB0237_MARKER: DR = REFERENCE MARK DISK
 JB0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0237_STAMPING: GATE NO 1 1961
 JB0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0237+STABILITY: SURFACE MOTION
 JB0237
 JB0237  HISTORY     - Date     Condition        Report By
 JB0237  HISTORY     - 1961     MONUMENTED       CGS
 JB0237
 JB0237                          STATION DESCRIPTION
 JB0237
 JB0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0237'4.4 MI NE FROM MILL SHOALS.
 JB0237'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN MILL
 JB0237'SHOALS, THENCE 0.05 MILE NORTH ALONG U.S. HIGHWAY 45, THENCE 3.1
 JB0237'MILES EAST ALONG AN ASPHALT PAVED ROAD (BURNT PRAIRIE - LIBERTY
 JB0237'ROAD), THENCE 1.0 MILE NORTH ALONG AN ASPHALT PAVED ROAD, THENCE
 JB0237'0.25 MILE WEST ALONG A DRIVE TO FARM HOUSE AND FARM BUILDINGS, 65
 JB0237'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A MACHINE SHED, 82
 JB0237'FEET SOUTH-SOUTHEAST OF A POWER POLE, 11 FEET EAST OF A 12 INCH
 JB0237'MAPLE TREE, 8 FEET WEST OF A 12 INCH MAPLE TREE, 1 FOOT NORTH OF
 JB0237'A FENCE, 61.3 FEET EAST-SOUTHEAST OF TRAVERSE STATION GATE, 75.2
 JB0237'FEET EAST-SOUTHEAST OF A METAL WITNESS POST, AND SET IN THE TOP
 JB0237'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0900 ***********************************************************************
 HB0900  DESIGNATION -  GATE RM 2
 HB0900  PID         -  HB0900
 HB0900  STATE/COUNTY-  IL/PULASKI
 HB0900  USGS QUAD   -  CAIRO (1993)
 HB0900
 HB0900                         *CURRENT SURVEY CONTROL
 HB0900  ___________________________________________________________________
 HB0900* NAD 83(1986)-  37 05 43.     (N)    089 11 01.     (W)     SCALED    
 HB0900* NAVD 88     -        98.068  (meters)     321.74   (feet)  ADJUSTED  
 HB0900  ___________________________________________________________________
 HB0900  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HB0900  DYNAMIC HT  -          97.997 (meters)     321.51  (feet)  COMP
 HB0900  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 HB0900
 HB0900  VERT ORDER  -  SECOND    CLASS 0
 HB0900
 HB0900.The horizontal coordinates were scaled from a topographic map and have
 HB0900.an estimated accuracy of +/- 6 seconds.
 HB0900
 HB0900.The orthometric height was determined by differential leveling
 HB0900.and adjusted by the National Geodetic Survey in June 1991..
 HB0900
 HB0900.The geoid height was determined by GEOID03.
 HB0900
 HB0900.The dynamic height is computed by dividing the NAVD 88
 HB0900.geopotential number by the normal gravity value computed on the
 HB0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0900.degrees latitude (g = 980.6199 gals.).
 HB0900
 HB0900.The modeled gravity was interpolated from observed gravity values.
 HB0900
 HB0900;                    North         East    Units  Estimated Accuracy
 HB0900;SPC IL W     -    48,020.      787,390.      MT  (+/- 180 meters Scaled)
 HB0900
 HB0900                          SUPERSEDED SURVEY CONTROL
 HB0900
 HB0900  NGVD 29 (??/??/??)   97.973  (m)          321.43   (f) ADJUSTED    2 0
 HB0900
 HB0900.Superseded values are not recommended for survey control.
 HB0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0900.See file dsdata.txt to determine how the superseded data were derived.
 HB0900
 HB0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG059076(NAD 83)
 HB0900_MARKER: DR = REFERENCE MARK DISK
 HB0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0900_STAMPING: GATE NO 2 1960
 HB0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0900+STABILITY: SURFACE MOTION
 HB0900
 HB0900  HISTORY     - Date     Condition        Report By
 HB0900  HISTORY     - 1960     MONUMENTED       CGS
 HB0900  HISTORY     - 1966     MARK NOT FOUND   CGS
 HB0900
 HB0900                          STATION DESCRIPTION
 HB0900
 HB0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0900'1.6 MI SE FROM MOUNDS.
 HB0900'ABOUT 1.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 51 FROM ITS
 HB0900'JUNCTION WITH FIRST STREET IN MOUNDS, ABOUT 0.1 MILE SOUTHEAST
 HB0900'OF THE JUNCTION OF A GRAVEL ROAD SOUTHWEST AND THE CROSSING
 HB0900'OF A HIGH POWER TRANSMISSION LINE, 32 FEET SOUTHWEST OF THE
 HB0900'CENTER LINE OF THE HIGHWAY, 75 FEET NORTHWEST OF A LONG BLAZED
 HB0900'SYCAMORE TREE, 532 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 HB0900'OF THE GRAVEL ROAD SOUTHWEST, 83.4 FEET NORTHWEST OF TRAVERSE
 HB0900'STATION GATE, 85.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 HB0900'7 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 HB0900'CONCRETE POST PROJECTING 2 INCHES.
 HB0900
 HB0900                          STATION RECOVERY (1966)
 HB0900
 HB0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 HB0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0235 ***********************************************************************
 JB0235  DESIGNATION -  GATE RM 2
 JB0235  PID         -  JB0235
 JB0235  STATE/COUNTY-  IL/WAYNE
 JB0235  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0235
 JB0235                         *CURRENT SURVEY CONTROL
 JB0235  ___________________________________________________________________
 JB0235* NAD 83(1986)-  38 15 56.     (N)    088 17 35.     (W)     SCALED    
 JB0235* NAVD 88     -       153.585  (meters)     503.89   (feet)  ADJUSTED  
 JB0235  ___________________________________________________________________
 JB0235  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JB0235  DYNAMIC HT  -         153.487 (meters)     503.57  (feet)  COMP
 JB0235  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 JB0235
 JB0235  VERT ORDER  -  SECOND    CLASS 0
 JB0235
 JB0235.The horizontal coordinates were scaled from a topographic map and have
 JB0235.an estimated accuracy of +/- 6 seconds.
 JB0235
 JB0235.The orthometric height was determined by differential leveling
 JB0235.and adjusted by the National Geodetic Survey in June 1991..
 JB0235
 JB0235.The geoid height was determined by GEOID03.
 JB0235
 JB0235.The dynamic height is computed by dividing the NAVD 88
 JB0235.geopotential number by the normal gravity value computed on the
 JB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0235.degrees latitude (g = 980.6199 gals.).
 JB0235
 JB0235.The modeled gravity was interpolated from observed gravity values.
 JB0235
 JB0235;                    North         East    Units  Estimated Accuracy
 JB0235;SPC IL E     -   177,450.      303,530.      MT  (+/- 180 meters Scaled)
 JB0235
 JB0235                          SUPERSEDED SURVEY CONTROL
 JB0235
 JB0235  NGVD 29 (??/??/92)  153.707  (m)          504.29   (f) ADJ UNCH    2 0
 JB0235
 JB0235.Superseded values are not recommended for survey control.
 JB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0235.See file dsdata.txt to determine how the superseded data were derived.
 JB0235
 JB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH868360(NAD 83)
 JB0235_MARKER: DR = REFERENCE MARK DISK
 JB0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0235_STAMPING: GATE NO 2 1961
 JB0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0235+STABILITY: SURFACE MOTION
 JB0235
 JB0235  HISTORY     - Date     Condition        Report By
 JB0235  HISTORY     - 1961     MONUMENTED       CGS
 JB0235
 JB0235                          STATION DESCRIPTION
 JB0235
 JB0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0235'4.4 MI NE FROM MILL SHOALS.
 JB0235'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE POST OFFICE IN MILL
 JB0235'SHOALS, THENCE 0.05 MILES NORTH ALONG U.S. HIGHWAY 45, THENCE 3.1
 JB0235'MILES EAST ALONG AN ASPHALT PAVED ROAD (BURNT PRAIRIE - LIBERTY
 JB0235'ROAD), THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.25
 JB0235'MILE WEST ALONG A DRIVE TO FARM HOUSE AND FARM BUILDINGS, 80
 JB0235'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A MACHINE SHED, 31
 JB0235'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 1 FOOT EAST OF
 JB0235'A FENCE, 38 FEET SOUTH OF A FENCE CORNER, 60.3 FEET
 JB0235'SOUTH-SOUTHWEST TRAVERSE STATION GATE, 57.0 FEET SOUTH OF A
 JB0235'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB0235'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1715 ***********************************************************************
 JB1715  DESIGNATION -  GEFF
 JB1715  PID         -  JB1715
 JB1715  STATE/COUNTY-  IL/WAYNE
 JB1715  USGS QUAD   -  GEFF (1970)
 JB1715
 JB1715                         *CURRENT SURVEY CONTROL
 JB1715  ___________________________________________________________________
 JB1715* NAD 83(1997)-  38 26 39.14995(N)    088 24 18.63283(W)     ADJUSTED  
 JB1715* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 JB1715  ___________________________________________________________________
 JB1715  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 JB1715  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JB1715
 JB1715  HORZ ORDER  -  THIRD
 JB1715
 JB1715.The horizontal coordinates were established by classical geodetic methods
 JB1715.and adjusted by the National Geodetic Survey in October 1999..
 JB1715
 JB1715.The orthometric height was scaled from a topographic map.
 JB1715
 JB1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1715
 JB1715.The geoid height was determined by GEOID03.
 JB1715
 JB1715;                    North         East     Units Scale Factor Converg.
 JB1715;SPC IL E     -   197,283.492   293,728.309   MT  0.99997548   -0 02 40.8
 JB1715;SPC IL E     -   647,254.26    963,673.63   sFT  0.99997548   -0 02 40.8
 JB1715;UTM  16      - 4,256,037.755   377,374.385   MT  0.99978518   -0 52 25.6
 JB1715
 JB1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1715!SPC IL E     -   0.99998506  x   0.99997548  =   0.99996054
 JB1715!UTM  16      -   0.99998506  x   0.99978518  =   0.99977025
 JB1715
 JB1715|---------------------------------------------------------------------|
 JB1715| PID    Reference Object                     Distance      Geod. Az  |
 JB1715|                                                           dddmmss.s |
 JB1715| CI3670 GEFF RM 1                            26.360 METERS 12245     |
 JB1715| CI3671 GEFF RM 2                            23.083 METERS 21024     |
 JB1715| CI3669 GEFF AZ MK                                         3062821.8 |
 JB1715| JB1647 CISNE MUNICIPAL TANK                APPROX. 7.9 KM 3420516.4 |
 JB1715|---------------------------------------------------------------------|
 JB1715
 JB1715                          SUPERSEDED SURVEY CONTROL
 JB1715
 JB1715  NAD 83(1997)-  38 26 39.15680(N)    088 24 18.63248(W) AD(       ) 3
 JB1715  NAD 83(1997)-  38 26 39.16255(N)    088 24 18.63154(W) AD(       ) 3
 JB1715  NAD 83(1986)-  38 26 39.16306(N)    088 24 18.63146(W) AD(       ) 3
 JB1715  NAD 27      -  38 26 38.98951(N)    088 24 18.45841(W) AD(       ) 3
 JB1715
 JB1715.Superseded values are not recommended for survey control.
 JB1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1715.See file dsdata.txt to determine how the superseded data were derived.
 JB1715
 JB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7737456038(NAD 83)
 JB1715_MARKER: DS = TRIANGULATION STATION DISK
 JB1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1715
 JB1715  HISTORY     - Date     Condition        Report By
 JB1715  HISTORY     - 1961     MONUMENTED       CGS
 JB1715  HISTORY     - 1970     GOOD             ILDT
 JB1715
 JB1715                          STATION DESCRIPTION
 JB1715
 JB1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1715'THE STATION IS IN THE NORTHWEST EDGE OF GEFF AND ON PROPERTY OWNED BY
 JB1715'THE CITY.  IT IS ABOUT 72
 JB1715'PACES WEST-NORTHWEST OF THE NORTHWEST EDGE OF THE TOWN
 JB1715'HALL, 115 FEET SOUTH OF THE
 JB1715'SOUTHEAST CORNER OF A CHURCH, 86 FEET
 JB1715'SOUTH OF THE CENTERLINE OF A PAVED STREET, 81
 JB1715'FEET EAST OF THE
 JB1715'CENTERLINE OF A PAVED STREET AND 64 FEET EAST-NORTHEAST OF A
 JB1715'POWER POLE WITH
 JB1715'A TRANSFORMER.  THE MONUMENT IS FLUSH AND THE DISK IS
 JB1715'STAMPED GEFF 1961.
 JB1715'
 JB1715'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A PAVED STREET
 JB1715'FOR 0.15 MILE TO A POINT
 JB1715'WHERE THE STREET CURVES FROM WEST TO NORTH.  TURN
 JB1715'RIGHT AND GO NORTH ON THE PAVED
 JB1715'STREET FOR 0.1 MILE TO A BARN AND THE
 JB1715'AZIMUTH MARK ON THE LEFT.
 JB1715'
 JB1715'REFERENCE MARK 1 IS 114 FEET EAST OF A LEANING 24 INCH TREE, 105 FEET
 JB1715'SOUTH OF A TELEPHONE AND 44
 JB1715'FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 JB1715'OUTHOUSE.  THE MONUMENT IS FULSH AND
 JB1715'THE DISK IS STAMPED GEFF NO 1 1961.
 JB1715'
 JB1715'REFERENCE MARK 2 IS 46 FEET SOUTH-SOUTHEAST OF THE POWER POLE WITH
 JB1715'THE TRANSFORMER, 43
 JB1715'FEET EAST OF THE CENTERLINE OF A PAVED STREET AND 13
 JB1715'FEET SOUTH OF THE LEANING 24 INCH
 JB1715'TREE.  THE MONUMENT IS FLUSH AND
 JB1715'THE DISK IS STAMPED GEFF NO 2 1961.
 JB1715'
 JB1715'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF A PAVED STREET,
 JB1715'6 FEET WEST OF THE NORTH
 JB1715'END OF A CONCRETE CULVERT, 2 FEET NORTHEAST OF A
 JB1715'NORTH GATE POST, 1 FOOT EAST OF A
 JB1715'WIRE FENCE AND 1 FOOT SOUTHEAST OF
 JB1715'A WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND
 JB1715'THE DISK IS STAMPED GEFF 1961.
 JB1715'
 JB1715'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1715
 JB1715                          STATION RECOVERY (1970)
 JB1715
 JB1715'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DRR)
 JB1715'GEFF 1961 RECOVERED GOOD.
 JB1715'
 JB1715'GEFF NO 1 1961 RECOVERED GOOD.
 JB1715'
 JB1715'GEFF NO 2 1961 RECOVERED GOOD.
 JB1715'
 JB1715'GEFF 1961 AZI. RECOVERED GOOD.
 JB1715'
 JB1715'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.
 JB1715'1) THE 24 INCH TREE 13 FT. NORTH OF R.M. NO. 2 HAS BEEN REMOVED.
 JB1715'ONLY STUMP REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0933 ***********************************************************************
 JB0933  DESIGNATION -  GEHLE
 JB0933  PID         -  JB0933
 JB0933  STATE/COUNTY-  IL/FAYETTE
 JB0933  USGS QUAD   -  HAGARSTOWN (1974)
 JB0933
 JB0933                         *CURRENT SURVEY CONTROL
 JB0933  ___________________________________________________________________
 JB0933* NAD 83(1997)-  38 57 49.91555(N)    089 09 58.00008(W)     ADJUSTED  
 JB0933* NAVD 88     -       164.823  (meters)     540.76   (feet)  ADJUSTED  
 JB0933  ___________________________________________________________________
 JB0933  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JB0933  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JB0933  DYNAMIC HT  -         164.722 (meters)     540.43  (feet)  COMP
 JB0933  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JB0933
 JB0933  HORZ ORDER  -  SECOND
 JB0933  VERT ORDER  -  SECOND    CLASS 0
 JB0933
 JB0933.The horizontal coordinates were established by classical geodetic methods
 JB0933.and adjusted by the National Geodetic Survey in October 1999..
 JB0933
 JB0933.The orthometric height was determined by differential leveling
 JB0933.and adjusted by the National Geodetic Survey in June 1991..
 JB0933
 JB0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0933
 JB0933.The geoid height was determined by GEOID03.
 JB0933
 JB0933.The dynamic height is computed by dividing the NAVD 88
 JB0933.geopotential number by the normal gravity value computed on the
 JB0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0933.degrees latitude (g = 980.6199 gals.).
 JB0933
 JB0933.The modeled gravity was interpolated from observed gravity values.
 JB0933
 JB0933;                    North         East     Units Scale Factor Converg.
 JB0933;SPC IL E     -   255,296.511   227,824.042   MT  1.00003912   -0 31 25.3
 JB0933;SPC IL E     -   837,585.30    747,452.71   sFT  1.00003912   -0 31 25.3
 JB0933;SPC IL W     -   255,434.178   786,714.427   MT  1.00003373   +0 37 45.2
 JB0933;SPC IL W     -   838,036.97  2,581,078.92   sFT  1.00003373   +0 37 45.2
 JB0933;UTM  16      - 4,314,998.099   312,327.821   MT  1.00003371   -1 21 45.0
 JB0933
 JB0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0933!SPC IL E     -   0.99997910  x   1.00003912  =   1.00001822
 JB0933!SPC IL W     -   0.99997910  x   1.00003373  =   1.00001283
 JB0933!UTM  16      -   0.99997910  x   1.00003371  =   1.00001281
 JB0933
 JB0933|---------------------------------------------------------------------|
 JB0933| PID    Reference Object                     Distance      Geod. Az  |
 JB0933|                                                           dddmmss.s |
 JB0933| JB0931 GEHLE RM 1                           12.478 METERS 06334     |
 JB0933| JB0930 GEHLE AZ MK                                        0900629.2 |
 JB0933| JB1805 VANDALIA TX ILL GAS MICROWAVE       APPROX. 5.8 KM 1103935.2 |
 JB0933| JB0932 GEHLE RM 2                           19.916 METERS 34023     |
 JB0933|---------------------------------------------------------------------|
 JB0933
 JB0933                          SUPERSEDED SURVEY CONTROL
 JB0933
 JB0933  NAD 83(1986)-  38 57 49.93451(N)    089 09 57.99103(W) AD(       ) 2
 JB0933  NAD 27      -  38 57 49.77190(N)    089 09 57.74650(W) AD(       ) 2
 JB0933  NGVD 29 (??/??/92)  164.951  (m)          541.18   (f) ADJ UNCH    2 0
 JB0933
 JB0933.Superseded values are not recommended for survey control.
 JB0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0933.See file dsdata.txt to determine how the superseded data were derived.
 JB0933
 JB0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1232814998(NAD 83)
 JB0933_MARKER: DS = TRIANGULATION STATION DISK
 JB0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0933_STAMPING: GEHLE 1959
 JB0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0933+STABILITY: SURFACE MOTION
 JB0933
 JB0933  HISTORY     - Date     Condition        Report By
 JB0933  HISTORY     - 1960     MONUMENTED       CGS
 JB0933  HISTORY     - 1960     GOOD             NGS
 JB0933  HISTORY     - 1975     GOOD             NGS
 JB0933  HISTORY     - 1975     GOOD             NGS
 JB0933
 JB0933                          STATION DESCRIPTION
 JB0933
 JB0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RWE)
 JB0933'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF MULBERRY GROVE,
 JB0933'ABOUT 3.5 MILES WEST OF
 JB0933'VANDALIA AND ABOUT 0.5 MILE NORTH OF U S HIGHWAY 40.
 JB0933'
 JB0933'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAYS 51 AND 40 AT
 JB0933'THE NORTH EDGE OF
 JB0933'VANDALIA, GO SOUTHWESTERLY ON U S HIGHWAY 40 FOR 4.1 MILES TO
 JB0933'CROSSROADS, TURN RIGHT AND
 JB0933'GO NORTH ON GRAVEL ROAD FOR 0.5 MILE TO A
 JB0933'T-INTERSECTION, TURN RIGHT AND GO EAST FOR
 JB0933'0.25 MILE TO THE STATION
 JB0933'ON THE RIGHT AS DESCRIBED.
 JB0933'
 JB0933'THE STATION IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0933'CONCRETE POST WHICH IS
 JB0933'14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 JB0933'STAMPED GEHLE 1960.  THE
 JB0933'MARK IS 43 FEET SOUTHWEST OF TELEPHONE POLE,
 JB0933'42 FEET SOUTHWEST OF WITNESS POST AND 37
 JB0933'FEET SOUTH OF THE
 JB0933'APPROXIMATE CENTER OF ROAD.
 JB0933'
 JB0933'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0933'CONCRETE POST WHICH IS SET
 JB0933'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 JB0933'IS STAMPED GEHLE NO 1 1960.  THE
 JB0933'MARK IS 24 FEET SOUTH OF THE
 JB0933'APPROXIMATE CENTER OF ROAD, 3 FEET WEST OF
 JB0933'TELEPHONE POLE AND 1.5
 JB0933'FEET WEST OF WITNESS POST.
 JB0933'
 JB0933'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0933'CONCRETE POST WHICH IS SET
 JB0933'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 JB0933'IS STAMPED GEHLE NO 2 1960.  THE
 JB0933'MARK IS 64 FEET SOUTHWEST OF THE
 JB0933'SOUTHWEST CORNER OF HOUSE, 26 FEET WEST OF AN 18
 JB0933'INCH TREE AND 22
 JB0933'FEET NORTH OF THE APPROXIMATE CENTER OF ROAD.
 JB0933'
 JB0933'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0933'CONCRETE POST WHICH
 JB0933'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GEHLE 1960.
 JB0933'THE MARK IS 26.5 FEET
 JB0933'NORTH OF THE APPROXIMATE CENTER OF ROAD, 2.9
 JB0933'FEET WEST OF WITNESS POST AND 2.5 FEET
 JB0933'WEST OF TELEPHONE POLE.
 JB0933'
 JB0933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.25 MILE TO
 JB0933'THE MARK ON THE LEFT AS DESCRIBED.
 JB0933'
 JB0933'HEIGHT OF LIGHT ABOVE STATION MARK 1.75 METERS.
 JB0933
 JB0933                          STATION RECOVERY (1960)
 JB0933
 JB0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JB0933'3.6 MI SW FROM VANDALIA.
 JB0933'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0933'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0933'THENCE 0.8 MILE WEST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF
 JB0933'A FARM ROAD SOUTH, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JB0933'11 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 24 FEET SOUTH
 JB0933'OF THE EAST END OF A CORRUGATED PIPE CULVERT, 128 FEET WEST OF
 JB0933'THE EXTENDED CENTER LINE OF A DRIVE NORTH TO A FARM HOUSE, 43 1/2
 JB0933'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 42.4 FEET WEST-SOUTHWEST
 JB0933'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JB0933'ROAD AND SET IN THE TOP OF A CONCRETE POST 18 INCHES UNDERGROUND.
 JB0933
 JB0933                          STATION RECOVERY (1975)
 JB0933
 JB0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JB0933'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 JB0933'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 JB0933'MARKS VERIFIED THE 1960 DATA.  DUE TO HIGHWAY CHANGES A NEW
 JB0933'DESCRIPTION FOLLOWS.
 JB0933'
 JB0933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 JB0933'HIGHWAY 185 AT THE NORTHWEST EDGE OF VANDALIA, GO SOUTHWESTERLY ON
 JB0933'HIGHWAY 40 FOR 3.35 MILES TO A SIDE ROAD RIGHT AT SIGN
 JB0933'HAGARSTOWN.  TURN RIGHT AND GO 0.1 MILE, THEN RIGHT, NORTH FOR 0.4
 JB0933'MILE TO A T INTERSECTION.  TURN RIGHT AND GO EAST ON A PAVED ROAD
 JB0933'FOR 0.25 MILE TO THE HOME OF MR. FILBERT GEHLE LEFT AND THE
 JB0933'STATION ON THE RIGHT.  THE MARK IS 42 FEET SOUTHWEST OF A METAL
 JB0933'WITNESS POST, 37 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD
 JB0933'AND IS ABOUT 10 INCHES BELOW THE GROUND SURFACE.  THE DISK IS
 JB0933'STAMPED GEHLE 1959.
 JB0933'
 JB0933'REFERENCE MARK 1 IS 47 FEET EAST OF AN ENTRANCE TO A FIELD ROAD, 24
 JB0933'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND 1 FOOT WEST OF A
 JB0933'METAL WITNESS POST.  THE MONUMENT IS 2 INCHES BELOW THE SURFACE OF
 JB0933'THE GROUND AND THE DISK IS STAMPED GEHLE RM 1 1959.
 JB0933'
 JB0933'REFERENCE MARK 2 IS 64 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JB0933'MR. GEHLE HOUSE, 26 FEET WEST OF A 18-INCH TREE, 22 FEET NORTH OF
 JB0933'THE CENTERLINE OF THE PAVED ROAD AND 2 FEET WEST OF A TELEPHONE
 JB0933'UNDERGROUND WARNING CABLE SIGN.  THE MONUMENT IS FLUSH AND THE
 JB0933'DISK IS STAMPED GEHLE RM 2 1959.
 JB0933'
 JB0933'AZIMUTH MARK IS 45 FEET NORTHWEST OF THE CENTERLINE OF A FIELD ROAD,
 JB0933'27 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD, 3 FEET WEST OF A
 JB0933'METAL WITNESS POST AND 2.5 FEET WEST OF A POWERLINE POLE.  THE
 JB0933'MONUMENT PROJECTS 1-INCH AND THE DISK IS STAMPED GEHLE 1959.
 JB0933'
 JB0933'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ALONG THE
 JB0933'PAVED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT, NORTH SIDE OF THE
 JB0933'ROAD.
 JB0933'
 JB0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 JB0933'VANDALIA.
 JB0933
 JB0933                          STATION RECOVERY (1975)
 JB0933
 JB0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JB0933'FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 185 AT THE
 JB0933'NORTHWEST EDGE OF VANDALIA, GO SOUTHWESTERLY ON HIGHWAY 40 FOR 3.35
 JB0933'MILES TO A SIDE ROAD RIGHT, THENCE RIGHT FOR 0.5 MILE ALONG A PAVED
 JB0933'ROAD TO A T INTERSECTION, THENCE RIGHT ON PAVED ROAD FOR 0.25 MILE TO
 JB0933'THE MARK ON THE RIGHT. 42 FEET SOUTHWEST OF A METAL WITNESS POST, 37
 JB0933'FEET SOUTH OF THE CENTERLINE OF THE ROAD, ABOUT 10 INCHES BELOW THE
 JB0933'SURFACE AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0930 ***********************************************************************
 JB0930  DESIGNATION -  GEHLE AZ MK
 JB0930  PID         -  JB0930
 JB0930  STATE/COUNTY-  IL/FAYETTE
 JB0930  USGS QUAD   -  HAGARSTOWN (1974)
 JB0930
 JB0930                         *CURRENT SURVEY CONTROL
 JB0930  ___________________________________________________________________
 JB0930* NAD 83(1986)-  38 57 50.     (N)    089 09 40.     (W)     SCALED    
 JB0930* NAVD 88     -       161.605  (meters)     530.20   (feet)  ADJUSTED  
 JB0930  ___________________________________________________________________
 JB0930  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JB0930  DYNAMIC HT  -         161.505 (meters)     529.87  (feet)  COMP
 JB0930  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 JB0930
 JB0930  VERT ORDER  -  SECOND    CLASS 0
 JB0930
 JB0930.The horizontal coordinates were scaled from a topographic map and have
 JB0930.an estimated accuracy of +/- 6 seconds.
 JB0930
 JB0930.The orthometric height was determined by differential leveling
 JB0930.and adjusted by the National Geodetic Survey in June 1991..
 JB0930
 JB0930.The geoid height was determined by GEOID03.
 JB0930
 JB0930.The dynamic height is computed by dividing the NAVD 88
 JB0930.geopotential number by the normal gravity value computed on the
 JB0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0930.degrees latitude (g = 980.6199 gals.).
 JB0930
 JB0930.The modeled gravity was interpolated from observed gravity values.
 JB0930
 JB0930;                    North         East    Units  Estimated Accuracy
 JB0930;SPC IL E     -   255,300.      228,260.      MT  (+/- 180 meters Scaled)
 JB0930
 JB0930                          SUPERSEDED SURVEY CONTROL
 JB0930
 JB0930  NGVD 29 (??/??/92)  161.732  (m)          530.62   (f) ADJ UNCH    2 0
 JB0930
 JB0930.Superseded values are not recommended for survey control.
 JB0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0930.See file dsdata.txt to determine how the superseded data were derived.
 JB0930
 JB0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ127149(NAD 83)
 JB0930_MARKER: DZ = AZIMUTH MARK DISK
 JB0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0930_STAMPING: GEHLE 1959
 JB0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0930+STABILITY: SURFACE MOTION
 JB0930
 JB0930  HISTORY     - Date     Condition        Report By
 JB0930  HISTORY     - 1959     MONUMENTED       CGS
 JB0930  HISTORY     - 1960     GOOD             NGS
 JB0930  HISTORY     - 1975     GOOD             NGS
 JB0930
 JB0930                          STATION DESCRIPTION
 JB0930
 JB0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0930'3.4 MI SW FROM VANDALIA.
 JB0930'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0930'WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA, THENCE 0.5
 JB0930'MILE WEST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DIRT ROAD
 JB0930'SOUTH, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET WEST
 JB0930'OF THE EXTENDED CENTER LINE OF THE DIRT ROAD SOUTH, 35 FEET
 JB0930'NORTHWEST OF THE CENTER OF THE JUNCTION, 2 1/2 FEET WEST OF A
 JB0930'POWER POLE, 2.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 JB0930'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0930'PROJECTING 1 INCH.
 JB0930
 JB0930                          STATION RECOVERY (1975)
 JB0930
 JB0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JB0930'FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 185 AT THE
 JB0930'NORTHWEST EDGE OF VANDALIA, GO SOUTHWESTERLY ON HIGHWAY 40 FOR 3.35
 JB0930'MILES TO A ROAD RIGHT, THENCE RIGHT ON A PAVED ROAD FOR 0.5 MILE TO A
 JB0930'T INTERSECTION, THENCE RIGHT ON A PAVED ROAD FOR 0.5 MILE TO THE MARK
 JB0930'ON THE LEFT. 45 FEET NORTHWEST OF THE CENTERLINE OF A FIELD ROAD, 27
 JB0930'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A METAL
 JB0930'WITNESS POST. 2.5 FEET WEST OF A POWER POLE. IT PROJECTS 1-INCH AND
 JB0930'ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0931 ***********************************************************************
 JB0931  DESIGNATION -  GEHLE RM 1
 JB0931  PID         -  JB0931
 JB0931  STATE/COUNTY-  IL/FAYETTE
 JB0931  USGS QUAD   -  HAGARSTOWN (1974)
 JB0931
 JB0931                         *CURRENT SURVEY CONTROL
 JB0931  ___________________________________________________________________
 JB0931* NAD 83(1986)-  38 57 49.     (N)    089 09 57.     (W)     SCALED    
 JB0931* NAVD 88     -       164.612  (meters)     540.06   (feet)  ADJUSTED  
 JB0931  ___________________________________________________________________
 JB0931  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JB0931  DYNAMIC HT  -         164.510 (meters)     539.73  (feet)  COMP
 JB0931  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JB0931
 JB0931  VERT ORDER  -  SECOND    CLASS 0
 JB0931
 JB0931.The horizontal coordinates were scaled from a topographic map and have
 JB0931.an estimated accuracy of +/- 6 seconds.
 JB0931
 JB0931.The orthometric height was determined by differential leveling
 JB0931.and adjusted by the National Geodetic Survey in June 1991..
 JB0931
 JB0931.The geoid height was determined by GEOID03.
 JB0931
 JB0931.The dynamic height is computed by dividing the NAVD 88
 JB0931.geopotential number by the normal gravity value computed on the
 JB0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0931.degrees latitude (g = 980.6199 gals.).
 JB0931
 JB0931.The modeled gravity was interpolated from observed gravity values.
 JB0931
 JB0931;                    North         East    Units  Estimated Accuracy
 JB0931;SPC IL E     -   255,270.      227,850.      MT  (+/- 180 meters Scaled)
 JB0931
 JB0931                          SUPERSEDED SURVEY CONTROL
 JB0931
 JB0931  NGVD 29 (??/??/92)  164.739  (m)          540.48   (f) ADJ UNCH    2 0
 JB0931
 JB0931.Superseded values are not recommended for survey control.
 JB0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0931.See file dsdata.txt to determine how the superseded data were derived.
 JB0931
 JB0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ123149(NAD 83)
 JB0931_MARKER: DR = REFERENCE MARK DISK
 JB0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0931_STAMPING: GEHLE RM 1 1959
 JB0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0931+STABILITY: SURFACE MOTION
 JB0931
 JB0931  HISTORY     - Date     Condition        Report By
 JB0931  HISTORY     - 1959     MONUMENTED       CGS
 JB0931  HISTORY     - 1960     GOOD             NGS
 JB0931  HISTORY     - 1975     GOOD             NGS
 JB0931
 JB0931                          STATION DESCRIPTION
 JB0931
 JB0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0931'3.6 MI SW FROM VANDALIA.
 JB0931'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0931'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0931'THENCE 0.8 MILE WEST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A
 JB0931'FARM ROAD SOUTH, 19 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 47
 JB0931'FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 37 FEET EAST OF
 JB0931'THE EAST END OF A CORRUGATED PIPE CULVERT, 94 FEET WEST OF THE
 JB0931'EXTENDED CENTER LINE OF A DRIVE NORTH TO A FARM HOUSE, 2 1/2
 JB0931'FEET WEST OF A TELEPHONE POLE, 40.9 FEET NORTH-NORTHEAST OF
 JB0931'TRIANGULATION STATION GEHLE, 1.5 FEET WEST OF A METAL WITNESS
 JB0931'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 JB0931'OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0931
 JB0931                          STATION RECOVERY (1975)
 JB0931
 JB0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JB0931'FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 185 AT THE
 JB0931'NORTHWEST EDGE OF VANDALIA, GO SOUTHWESTERLY ON HIGHWAY 40 FOR 3.35
 JB0931'MILES TO A ROAD RIGHT, THENCE RIGHT ON A PAVED ROAD FOR 0.5 MILE TO A
 JB0931'T INTERSECTION, THENCE RIGHT ON A PAVED ROAD FOR 0.25 MILE TO THE
 JB0931'MARK ON THE RIGHT. 47 FEET EAST OF A FIELD ROAD ENTRANCE, 24 FEET
 JB0931'SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT WEST OF A METAL WITNESS
 JB0931'POST AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0932 ***********************************************************************
 JB0932  DESIGNATION -  GEHLE RM 2
 JB0932  PID         -  JB0932
 JB0932  STATE/COUNTY-  IL/FAYETTE
 JB0932  USGS QUAD   -  HAGARSTOWN (1974)
 JB0932
 JB0932                         *CURRENT SURVEY CONTROL
 JB0932  ___________________________________________________________________
 JB0932* NAD 83(1986)-  38 57 49.     (N)    089 09 57.     (W)     SCALED    
 JB0932* NAVD 88     -       165.675  (meters)     543.55   (feet)  ADJUSTED  
 JB0932  ___________________________________________________________________
 JB0932  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JB0932  DYNAMIC HT  -         165.572 (meters)     543.21  (feet)  COMP
 JB0932  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JB0932
 JB0932  VERT ORDER  -  SECOND    CLASS 0
 JB0932
 JB0932.The horizontal coordinates were scaled from a topographic map and have
 JB0932.an estimated accuracy of +/- 6 seconds.
 JB0932
 JB0932.The orthometric height was determined by differential leveling
 JB0932.and adjusted by the National Geodetic Survey in June 1991..
 JB0932
 JB0932.The geoid height was determined by GEOID03.
 JB0932
 JB0932.The dynamic height is computed by dividing the NAVD 88
 JB0932.geopotential number by the normal gravity value computed on the
 JB0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0932.degrees latitude (g = 980.6199 gals.).
 JB0932
 JB0932.The modeled gravity was interpolated from observed gravity values.
 JB0932
 JB0932;                    North         East    Units  Estimated Accuracy
 JB0932;SPC IL E     -   255,270.      227,850.      MT  (+/- 180 meters Scaled)
 JB0932
 JB0932                          SUPERSEDED SURVEY CONTROL
 JB0932
 JB0932  NGVD 29 (??/??/92)  165.802  (m)          543.97   (f) ADJ UNCH    2 0
 JB0932
 JB0932.Superseded values are not recommended for survey control.
 JB0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0932.See file dsdata.txt to determine how the superseded data were derived.
 JB0932
 JB0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ123149(NAD 83)
 JB0932_MARKER: DR = REFERENCE MARK DISK
 JB0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0932_STAMPING: GEHLE RM 2 1959
 JB0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0932+STABILITY: SURFACE MOTION
 JB0932
 JB0932  HISTORY     - Date     Condition        Report By
 JB0932  HISTORY     - 1959     MONUMENTED       CGS
 JB0932  HISTORY     - 1960     GOOD             NGS
 JB0932  HISTORY     - 1975     GOOD             NGS
 JB0932
 JB0932                          STATION DESCRIPTION
 JB0932
 JB0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0932'3.6 MI SW FROM VANDALIA.
 JB0932'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB0932'JUNCTION WITH U.S. HIGHWAY 51 IN THE NORTH PART OF VANDALIA,
 JB0932'THENCE 0.8 MILES WEST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF
 JB0932'A FARM ROAD SOUTH, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JB0932'13 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF THE FIELD ROAD
 JB0932'SOUTH, 37 FEET NORTH AND ACROSS THE ROAD FROM THE WEST END OF A
 JB0932'CORRUGATED PIPE CULVERT, 65.2 NORTH-NORTHWEST OF TRIANGULATION
 JB0932'STATION GEHLE, 74.0 FEET NORTHWEST OF A METAL WITNESS POST AND
 JB0932'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0932
 JB0932                          STATION RECOVERY (1975)
 JB0932
 JB0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JB0932'FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 185 AT THE
 JB0932'NORTHWEST EDGE OF VANDALIA, GO SOUTHWESTERLY ON HIGHWAY 40 FOR 3.35
 JB0932'MILES TO A ROAD RIGHT, THENCE RIGHT ON A PAVED ROAD FOR 0.5 MILE TO A
 JB0932'T INTERSECTION, THENCE RIGHT ON A PAVED ROAD FOR 0.25 MILE TO THE
 JB0932'MARK ON THE LEFT. 64 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JB0932'FRAME HOUSE, 26 FEET WEST OF A 18-INCH TREE, 22 FEET NORTH OF THE
 JB0932'CENTERLINE OF THE ROAD, 2 FEET WEST OF A TELEPHONE UNDERGROUND
 JB0932'WARNING SIGN, FLUSH WITH THE GROUND AND ABOUT 3 FEET HIGHER THAN THE
 JB0932'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0704 ***********************************************************************
 MG0704  DESIGNATION -  GEHRING
 MG0704  PID         -  MG0704
 MG0704  STATE/COUNTY-  IL/KNOX
 MG0704  USGS QUAD   -  WATAGA (1982)
 MG0704
 MG0704                         *CURRENT SURVEY CONTROL
 MG0704  ___________________________________________________________________
 MG0704* NAD 83(1997)-  41 02 03.02481(N)    090 15 58.62343(W)     ADJUSTED  
 MG0704* NAVD 88     -       256.7    (meters)     842.     (feet)  VERTCON   
 MG0704  ___________________________________________________________________
 MG0704  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 MG0704  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MG0704
 MG0704  HORZ ORDER  -  FIRST
 MG0704
 MG0704.The horizontal coordinates were established by classical geodetic methods
 MG0704.and adjusted by the National Geodetic Survey in October 1999..
 MG0704
 MG0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0704
 MG0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0704
 MG0704.The geoid height was determined by GEOID03.
 MG0704
 MG0704;                    North         East     Units Scale Factor Converg.
 MG0704;SPC IL W     -   484,825.202   691,623.476   MT  0.99994204   -0 03 55.4
 MG0704;SPC IL W     - 1,590,630.68  2,269,101.35   sFT  0.99994204   -0 03 55.4
 MG0704;UTM  15      - 4,546,151.261   729,803.083   MT  1.00025001   +1 47 43.8
 MG0704
 MG0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0704!SPC IL W     -   0.99996488  x   0.99994204  =   0.99990692
 MG0704!UTM  15      -   0.99996488  x   1.00025001  =   1.00021488
 MG0704
 MG0704:                Primary Azimuth Mark                     Grid Az
 MG0704:SPC IL W     -  KANSAS CITY CHICAGO AWY BCN 27           065 47 59.8
 MG0704:UTM  15      -  KANSAS CITY CHICAGO AWY BCN 27           063 56 20.6
 MG0704
 MG0704|---------------------------------------------------------------------|
 MG0704| PID    Reference Object                     Distance      Geod. Az  |
 MG0704|                                                           dddmmss.s |
 MG0704| MG0699 KANSAS CITY CHICAGO AWY BCN 27      APPROX.20.7 KM 0654404.4 |
 MG0704| CL8568 GEHRING AZ MK                                      0913254.2 |
 MG0704| CL8569 GEHRING RM 1                         28.892 METERS 17842     |
 MG0704| LD0712 KNOXVILLE MUNICIPAL TANK            APPROX.13.8 KM 1844103.0 |
 MG0704| LD0713 KNOXVILLE HIGH SCHOOL CUPOLA        APPROX.14.1 KM 1853830.9 |
 MG0704| LD0708 KNOXVILLE ST MARYS SCH CUPOLA       APPROX.13.4 KM 1862308.9 |
 MG0704| LD0718 KNOXVILLE CO NURSING HOME TANK      APPROX.12.9 KM 1872114.8 |
 MG0704| LD0715 GALESBURG RAD STA WGIL MAST         APPROX.12.1 KM 2125214.4 |
 MG0704| LD0723 GALESBURG CBQRR TIE TREAT STK       APPROX.18.4 KM 2144817.4 |
 MG0704| LD0710 GALESBURG SEMINARY ST MUN TK        APPROX.13.3 KM 2182852.0 |
 MG0704| LD0714 GALESBURG CBQ RR POWERHSE STK       APPROX.13.3 KM 2190840.6 |
 MG0704| LD0719 GALESBURG WESTERN ICE CO STACK      APPROX.12.9 KM 2191529.0 |
 MG0704| LD0711 GALESBURG CORP CHRISTI CATH CH      APPROX.13.2 KM 2203132.9 |
 MG0704| LD0709 GALESBURG O E JOHNSON DEPT STORE TA APPROX.12.9 KM 2220452.7 |
 MG0704| LD0717 GALESBURG ILL PWR AND L CO STK      APPROX.13.0 KM 2234309.1 |
 MG0704| CL8570 GEHRING RM 2                         22.517 METERS 24848     |
 MG0704| MG0705 KANSAS CITY CHICAGO AWY BCN 26      APPROX. 1.6 KM 3551236.8 |
 MG0704|---------------------------------------------------------------------|
 MG0704
 MG0704                          SUPERSEDED SURVEY CONTROL
 MG0704
 MG0704  NAD 83(1997)-  41 02 03.02489(N)    090 15 58.62391(W) AD(       ) 1
 MG0704  NAD 83(1986)-  41 02 03.02971(N)    090 15 58.63796(W) AD(       ) 1
 MG0704  NAD 27      -  41 02 02.89400(N)    090 15 58.18700(W) AD(       ) 1
 MG0704  NGVD 29 (07/19/86)  256.8    (m)          843.     (f) VERT ANG       
 MG0704
 MG0704.Superseded values are not recommended for survey control.
 MG0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0704.See file dsdata.txt to determine how the superseded data were derived.
 MG0704
 MG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2980346151(NAD 83)
 MG0704_MARKER: DS = TRIANGULATION STATION DISK
 MG0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0704
 MG0704  HISTORY     - Date     Condition        Report By
 MG0704  HISTORY     - 1935     MONUMENTED       CGS
 MG0704  HISTORY     - 1939     GOOD             CGS
 MG0704  HISTORY     - 1959     GOOD             CGS
 MG0704  HISTORY     - 19971124 GOOD             USPSQD
 MG0704
 MG0704                          STATION DESCRIPTION
 MG0704
 MG0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MG0704'THIS STATION IS ABOUT 8 MILES NE OF GALESBURG, IN THE SW 1/4
 MG0704'OF THE SW 1/4 OF SEC. 10, T 12 N, R 2 E, ON THE LAND OWNED
 MG0704'AND OCCUPIED BY A.J. GEHRING.  IT IS IN THE SE CORNER OF THE
 MG0704'FARMYARD, 52 FEET N OF THE N EDGE OF THE PAVEMENT, 28 FEET
 MG0704'N OF THE E-W FARMYARD FENCE, 12.5 FEET W OF THE N-S FENCE,
 MG0704'69 FEET SE OF THE SE CORNER OF THE CORN SHED.
 MG0704'
 MG0704'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0704'BRONZE DISKS SET IN CONCRETE.
 MG0704'
 MG0704'REFERENCE MARK NO. 1 IS S OF THE STATION JUST N OF THE
 MG0704'FENCE ON THE RIGHT-OF-WAY, 33 FEET S OF THE CENTER LINE OF
 MG0704'THE PAVEMENT.
 MG0704'
 MG0704'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE N SIDE OF
 MG0704'THE FARMYARD FENCE, 36 FEET E OF THE E SIDE OF THE WAGON
 MG0704'SCALES.
 MG0704'
 MG0704'AZIMUTH MARK IS E OF THE STATION JUST INSIDE OF THE RIGHT-OF-WAY
 MG0704'FENCE, 6 FEET N OF THE CONCRETE CULVERT AT THE ENTRANCE
 MG0704'OF THE FIELD.  ALL MARKS ARE FLUSH WITH THE GROUND.
 MG0704'
 MG0704'TO REACH STATION, FOLLOW HIGHWAY 167 W 11.8 MILES FROM ITS
 MG0704'INTERSECTION WITH HIGHWAY 180 OR E 0.2 MILE FROM ITS JUNCTION
 MG0704'WITH U.S. HIGHWAY 34.
 MG0704'
 MG0704'A 90 FOOT TOWER WAS USED BUT A 77 FOOT TOWER WOULD HAVE CLEARED
 MG0704'ALL LINES.
 MG0704
 MG0704                          STATION RECOVERY (1939)
 MG0704
 MG0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 MG0704'RECOVERED AS DESCRIBED, AND ALL MARKS FOUND IN GOOD CONDITION.
 MG0704'
 MG0704'THE STATION IS LOCATED 1/2 MILE N AND 1/2 MILE E OF WATAGA,
 MG0704'IN THE SW 1/4 OF THE SW 1/4 SEC. 10, T 12 N, R 2 E, ON LAND OWNED
 MG0704'AND OCCUPIED BY A.J. GEHRING, IN THE SE CORNER OF THE FARMYARD,
 MG0704'62 FEET N OF THE CENTER LINE OF STATE HIGHWAY 167 (PAVED),
 MG0704'28 FEET N OF THE S FARMYARD FENCE, 12-1/2 FEET W OF THE E
 MG0704'FARMYARD FENCE, AND 69 FEET SE OF THE SE CORNER OF A CORN
 MG0704'SHED.  THE MARK IS STAMPED GEHRING 1935.
 MG0704'
 MG0704'REFERENCE MARK NO. 1 IS S OF THE STATION, 1 FOOT N OF THE S
 MG0704'RIGHT-OF-WAY FENCE OF HIGHWAY 167, AND 33 FEET S OF THE CENTER
 MG0704'LINE OF THE HIGHWAY.  THE MARK IS STAMPED GEHRING NO. 1 1935.
 MG0704'
 MG0704'REFERENCE MARK NO. 2 IS WSW OF THE STATION, 1 FOOT N OF THE
 MG0704'S FARMYARD FENCE, 34 FEET N OF THE CENTER LINE OF HIGHWAY
 MG0704'167, AND 36 FEET E OF THE E SIDE OF A WAGON SCALE.  THE MARK
 MG0704'IS STAMPED GEHRING NO. 2 1935.
 MG0704'
 MG0704'AZIMUTH MARK IS E OF THE STATION, 34-1/2 FEET N OF THE CENTER
 MG0704'LINE OF HIGHWAY 167, 1 FOOT S OF AN E AND W FENCE LINE,
 MG0704'AND 6 FEET N OF A CONCRETE CULVERT.  THE MARK IS STAMPED
 MG0704'GEHRING 1935 AZIMUTH.
 MG0704'
 MG0704'THE REFERENCE AND AZIMUTH MARKS ARE WITNESSES BY 4- BY 4-INCH
 MG0704'WHITE POSTS WHICH PROJECT 2-1/2 FEET ABOVE THE GROUND.
 MG0704'
 MG0704'TO REACH STATION FROM THE POST OFFICE IN WATAGA, GO NE ON U.S.
 MG0704'HIGHWAY 34, FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY 167.
 MG0704'TURN RIGHT ON STATE HIGHWAY 167 AND GO 0.4 MILE TO THE
 MG0704'GEHRING FARMHOUSE (BRICK) ON THE LEFT (N) SIDE OF THE HIGHWAY
 MG0704'AND THE STATION.
 MG0704'
 MG0704'ALL LIGHTS COME INTO VIEW AT 103 FEET.
 MG0704
 MG0704                          STATION RECOVERY (1959)
 MG0704
 MG0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0704'STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2 AND
 MG0704'THE AZIMUTH MARK WERE ALL RECOVERED AS DESCRIBED AND FOUND IN
 MG0704'GOOD CONDITION.  THE TO REACH IS ADEQUATE.  THE DISTANCE TO
 MG0704'REFERENCE MARK NUMBER 2 WAS NOT CHECKED, THE DISTANCE BEING
 MG0704'(73.87 FT.) 22.517 MTRS. INSTEAD OF 73.78 FT.  THIS DISTANCE
 MG0704'WAS CHECKED TWICE IN THE FIELD.
 MG0704
 MG0704                          STATION RECOVERY (1997)
 MG0704
 MG0704'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0275 ***********************************************************************
 MG0275  DESIGNATION -  GENESEO
 MG0275  PID         -  MG0275
 MG0275  STATE/COUNTY-  IL/HENRY
 MG0275  USGS QUAD   -  GENESEO (1991)
 MG0275
 MG0275                         *CURRENT SURVEY CONTROL
 MG0275  ___________________________________________________________________
 MG0275* NAD 83(1997)-  41 26 09.96417(N)    090 11 35.02671(W)     ADJUSTED  
 MG0275* NAVD 88     -       225.166  (meters)     738.73   (feet)  ADJUSTED  
 MG0275  ___________________________________________________________________
 MG0275  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 MG0275  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MG0275  DYNAMIC HT  -         225.077 (meters)     738.44  (feet)  COMP
 MG0275  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MG0275
 MG0275  HORZ ORDER  -  FIRST
 MG0275  VERT ORDER  -  SECOND    CLASS 0
 MG0275
 MG0275.The horizontal coordinates were established by classical geodetic methods
 MG0275.and adjusted by the National Geodetic Survey in October 1999..
 MG0275
 MG0275.The orthometric height was determined by differential leveling
 MG0275.and adjusted by the National Geodetic Survey in June 1991..
 MG0275
 MG0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0275
 MG0275.The geoid height was determined by GEOID03.
 MG0275
 MG0275.The dynamic height is computed by dividing the NAVD 88
 MG0275.geopotential number by the normal gravity value computed on the
 MG0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0275.degrees latitude (g = 980.6199 gals.).
 MG0275
 MG0275.The modeled gravity was interpolated from observed gravity values.
 MG0275
 MG0275;                    North         East     Units Scale Factor Converg.
 MG0275;SPC IL W     -   529,455.591   697,793.974   MT  0.99994124   -0 01 02.9
 MG0275;SPC IL W     - 1,737,055.55  2,289,345.73   sFT  0.99994124   -0 01 02.9
 MG0275;UTM  15      - 4,590,973.527   734,516.687   MT  1.00027689   +1 51 30.4
 MG0275
 MG0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0275!SPC IL W     -   0.99996984  x   0.99994124  =   0.99991109
 MG0275!UTM  15      -   0.99996984  x   1.00027689  =   1.00024673
 MG0275
 MG0275:                Primary Azimuth Mark                     Grid Az
 MG0275:SPC IL W     -  GENESEO MUNICIPAL TANK                   056 08 42.9
 MG0275:UTM  15      -  GENESEO MUNICIPAL TANK                   054 16 09.6
 MG0275
 MG0275|---------------------------------------------------------------------|
 MG0275| PID    Reference Object                     Distance      Geod. Az  |
 MG0275|                                                           dddmmss.s |
 MG0275| MG0691 GENESEO MUNICIPAL TANK              APPROX. 3.9 KM 0560740.0 |
 MG0275| MG0681 ATKINSON MUNICIPAL TANK             APPROX.15.2 KM 0960838.9 |
 MG0275| MG0276 GENESEO RM 1                         86.987 METERS 10545     |
 MG0275| MG0692 NATURAL GAS CO OF AM MICROWAVE      APPROX. 5.3 KM 1574041.7 |
 MG0275| MG0685 CAMBRIDGE MUNICIPAL STANDPIPE       APPROX.14.7 KM 1793055.2 |
 MG0275| MG0686 CAMBRIDGE COURTHOUSE DOME           APPROX.14.9 KM 1810758.0 |
 MG0275| MG0273 GENESEO RM 2 AZIMUTH                               1845814.3 |
 MG0275| MG0274 GENESEO RM 3                        137.413 METERS 23929     |
 MG0275|---------------------------------------------------------------------|
 MG0275
 MG0275                          SUPERSEDED SURVEY CONTROL
 MG0275
 MG0275  NAD 83(1997)-  41 26 09.96415(N)    090 11 35.02672(W) AD(       ) 1
 MG0275  NAD 83(1986)-  41 26 09.96846(N)    090 11 35.03787(W) AD(       ) 1
 MG0275  NAD 27      -  41 26 09.84100(N)    090 11 34.60800(W) AD(       ) 1
 MG0275  NGVD 29 (??/??/92)  225.248  (m)          739.00   (f) ADJ UNCH    2 0
 MG0275
 MG0275.Superseded values are not recommended for survey control.
 MG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0275.See file dsdata.txt to determine how the superseded data were derived.
 MG0275
 MG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3451790974(NAD 83)
 MG0275_MARKER: DS = TRIANGULATION STATION DISK
 MG0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0275_STAMPING: GENESEO 1930
 MG0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0275+STABILITY: SURFACE MOTION
 MG0275
 MG0275  HISTORY     - Date     Condition        Report By
 MG0275  HISTORY     - 1930     MONUMENTED       CGS
 MG0275  HISTORY     - 1958     GOOD             CGS
 MG0275  HISTORY     - 1959     GOOD             CGS
 MG0275  HISTORY     - 1959     GOOD             NGS
 MG0275  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0275  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 MG0275  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MG0275
 MG0275                          STATION DESCRIPTION
 MG0275
 MG0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MG0275'STATION IS ABOUT 1-1/2 MILES W AND 3/4 MILE S OF THE TOWN
 MG0275'OF GENESEO ABOUT 85 METERS W OF THE EASTERN SIDE OF THE SE 1/4
 MG0275'OF THE NW 1/4 OF SEC. 30, T 17 N, R 3 E, ON LAND OWNED BY
 MG0275'HERMAN RESCHE.  THE STATION IS ON THE HIGHEST PART OF A KNOLL
 MG0275'IN PASTURE LAND.  THE KNOLL IS LIGHTLY WOODED WITH SCATTERED TALL
 MG0275'TREES 70 TO 80 FEET IN HEIGHT.  THE MARK IS DEPRESSED ABOUT
 MG0275'4 INCHES AND MAY BE COVERED.
 MG0275'
 MG0275'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0275'DISKS SET IN CONCRETE.
 MG0275'
 MG0275'REFERENCE MARK NO. 1 IS ON THE N AND S 1/2-SECTION LINE
 MG0275'IN SECTION 30 AND IS NEAR A HEDGE FENCE WHICH IS LOCATED
 MG0275'ON THIS LINE.  THE MARK IS ABOUT 1/4 MILE N OF THE E AND W
 MG0275'1/2-SECTION LINE ROAD WHICH RUNS THROUGH SECTION 30.  REFERENCE
 MG0275'MARK NO. 2 IS ON FENCE LINE ON N SIDE OF THE E AND W 1/2-SECTION
 MG0275'LINE ROAD AND 2/10 MILE W OF THE SE CORNER OF THE NW 1/4
 MG0275'OF SECTION 30.
 MG0275'
 MG0275'TO REACH FROM GENESEO GO W ON U.S. HIGHWAY 32 ABOUT 1 MILE
 MG0275'TO SECTION-LINE ROAD, THENCE S 1 MILE TO 1/2-SECTION LINE
 MG0275'ROAD, THENCE W ABOUT 1/2 MILE TO GATE LEADING N INTO PASTURE.
 MG0275'
 MG0275'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MG0275
 MG0275                          STATION RECOVERY (1958)
 MG0275
 MG0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HBW)
 MG0275'STATION AND REFERENCE MARK 2 FOUND UNDISTURBED.  REFERENCE
 MG0275'MARK 1 WAS NOT SEARCHED FOR.  OWNER STATES THAT HE WILL
 MG0275'PROBABLY CULTIVATE FIELD IN STATION IS LOCATED IN THE NEAR
 MG0275'FUTURE.
 MG0275
 MG0275                          STATION RECOVERY (1959)
 MG0275
 MG0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0275'STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 MG0275'NUMBER 2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 MG0275'CONDITION.  REFERENCE MARK NUMBER 3 WAS ESTABLISHED BY THIS
 MG0275'PARTY THIS YEAR DUE TO THE FACT THAT THE PROPERTY OWNER
 MG0275'INFORMED US THAT HE PLANS TO CUT DOWN THE HILL THAT THE STATION
 MG0275'IS LOCATED ON AND USE IT FOR FILL IN SOME LOW SPOTS ON HIS
 MG0275'PROPERTY.  THE STATION MAY BE DESTROYED IN THE NEAR FUTURE
 MG0275'SO A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NUMBER 3
 MG0275'THE DISTANCE BEING (450.83 FEET) 137.413 METERS.  DUE TO
 MG0275'SOME CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS.
 MG0275'
 MG0275'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF GENESEO AND
 MG0275'ABOUT 1 MILE SOUTH OF U.S. HIGHWAY 6 ON PROPERTY OWNED BY
 MG0275'MR. CLIFTON RESCHKE.
 MG0275'
 MG0275'TO REACH THE STATION FROM THE SMALL STEEL BRIDGE ON U.S.
 MG0275'HIGHWAY 6 AT THE WEST EDGE OF GENESEO, GO WEST ON U.S. HIGHWAY
 MG0275'6 FOR 1.1 MILES TO A CROSSROAD, TURN LEFT, SOUTH, FOR 1.0 MILE
 MG0275'TO A CROSSROAD, TURN RIGHT, WEST, FOR 0.6 MILE TO THE TOP
 MG0275'OF A SMALL GRADE AT THE HOME OF MR. CLIFTON RESCHKE (PROPERTY
 MG0275'OWNER) ON THE LEFT AND A GATE ON THE RIGHT, TURN RIGHT THROUGH
 MG0275'GATE, NORTH, DRIVE FOR 0.2 MILE TO THE HIGHEST POINT IN THE
 MG0275'PASTURE LAND AND THE STATION.
 MG0275'
 MG0275'STATION MARK, A STANDARD DISK STAMPED GENESEO 1930, IS SET
 MG0275'IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 MG0275'OF THE GROUND.  THE MARK IS ON THE HIGHEST PART OF THE HILL
 MG0275'AND IS AT THE SOUTHEAST CORNER OF A DEPRESSION IN THE TOP OF
 MG0275'THE HILL.
 MG0275'
 MG0275'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED GENESEO
 MG0275'NO 1 1930, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 MG0275'PROJECTS 6 INCHES.  THE MARK IS 8 FEET NORTHWEST OF A LARGE
 MG0275'LONE TREE AND 5 FEET WEST OF A FENCE LINE AND A HEDGE ROW.
 MG0275'
 MG0275'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED GENESEO
 MG0275'NO 2 1930, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 MG0275'PROJECTS 2 INCHES.  THE MARK IS 66 FEET EAST OF A POWER POLE
 MG0275'WITH A TRANSFORMER, 30 FEET NORTH OF THE APPROXIMATE CENTER OF
 MG0275'THE SURFACED ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE
 MG0275'LINE.  THIS MARK IS USED AS THE AZIMUTH MARK.
 MG0275'
 MG0275'REFERENCE MARK NUMBER 3, A STANDARD DISK STAMPED GENESEO NO.
 MG0275'3 1930, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0275'2 INCHES.  THE MARK IS 35 FEET SOUTH OF A SMALL TREE, 2.2 FEET
 MG0275'SOUTH OF A WITNESS POST AND 9 INCHES EAST OF A FENCE LINE.
 MG0275
 MG0275                          STATION RECOVERY (1959)
 MG0275
 MG0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MG0275'2.9 MI SW FROM GENESEO.
 MG0275'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0275'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0275'1.0 MILES SOUTH ALONG BLACKTOP ROAD, THENCE 0.55 MILES WEST
 MG0275'ALONG BLACKTOP ROAD TO A BOARD GATE FOR A FARM ROAD NORTH,
 MG0275'THENCE 0.2 MILES NORTH ALONG FARM ROAD TO THE HIGHEST PART OF
 MG0275'THE HILL, AT THE SOUTHWEST EDGE OF A DEPRESSION IN THE GROUND,
 MG0275'7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE DEPRESSION, 47
 MG0275'FEET NORTHEAST OF A 24-INCH FORKED MAPLE TREE, SET IN THE TOP
 MG0275'OF A CONCRETE POST 1 INCH UNDERGROUND.
 MG0275
 MG0275                          STATION RECOVERY (1996)
 MG0275
 MG0275'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0275'MARK NOT FOUND.
 MG0275
 MG0275                          STATION RECOVERY (2001)
 MG0275
 MG0275'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0275'MARK NOT FOUND
 MG0275
 MG0275                          STATION RECOVERY (2004)
 MG0275
 MG0275'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0275'PROPERTY OWNER SAID THE STATION WAS REMOVED AND A SHED WAS CONSTRUCTED
 MG0275' 
 MG0275'OVER ITS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0693 ***********************************************************************
 MG0693  DESIGNATION -  GENESEO FIRST CONG CH SPIRE
 MG0693  PID         -  MG0693
 MG0693  STATE/COUNTY-  IL/HENRY
 MG0693  USGS QUAD   -  GENESEO (1991)
 MG0693
 MG0693                         *CURRENT SURVEY CONTROL
 MG0693  ___________________________________________________________________
 MG0693* NAD 83(1997)-  41 26 58.29241(N)    090 09 21.92870(W)     ADJUSTED  
 MG0693* NAVD 88     -                                                        
 MG0693  ___________________________________________________________________
 MG0693  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 MG0693  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0693
 MG0693  HORZ ORDER  -  THIRD
 MG0693
 MG0693.The horizontal coordinates were established by classical geodetic methods
 MG0693.and adjusted by the National Geodetic Survey in October 1999..
 MG0693
 MG0693
 MG0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0693
 MG0693.The geoid height was determined by GEOID03.
 MG0693
 MG0693;                    North         East     Units Scale Factor Converg.
 MG0693;SPC IL W     -   530,946.181   700,883.635   MT  0.99994119   +0 00 25.2
 MG0693;SPC IL W     - 1,741,945.93  2,299,482.39   sFT  0.99994119   +0 00 25.2
 MG0693;UTM  15      - 4,592,565.019   737,556.938   MT  1.00029455   +1 53 00.4
 MG0693
 MG0693                          SUPERSEDED SURVEY CONTROL
 MG0693
 MG0693  NAD 83(1997)-  41 26 58.29238(N)    090 09 21.92877(W) AD(       ) 4
 MG0693  NAD 83(1986)-  41 26 58.29700(N)    090 09 21.93996(W) AD(       ) 4
 MG0693  NAD 27      -  41 26 58.16500(N)    090 09 21.51800(W) AD(       ) 3
 MG0693
 MG0693.Superseded values are not recommended for survey control.
 MG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0693.See file dsdata.txt to determine how the superseded data were derived.
 MG0693
 MG0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3755792565(NAD 83)
 MG0693_MARKER: 90 = CHURCH SPIRE
 MG0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0693+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 MG0693
 MG0693  HISTORY     - Date     Condition        Report By
 MG0693  HISTORY     - 1958     FIRST OBSERVED   CGS
 MG0693  HISTORY     - 19960722 GOOD             USPSQD
 MG0693  HISTORY     - 20010919 GOOD             USPSQD
 MG0693  HISTORY     - 20040609 GOOD             USPSQD
 MG0693
 MG0693                          STATION DESCRIPTION
 MG0693
 MG0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0693'STATION IS LOCATED AT THE CORNER OF S. STATE STREET AND W.
 MG0693'PEARL STREET IN GENESEO.
 MG0693'
 MG0693'POINT INTERSECTED IS THE TOP OF THE SPIRE WHICH IS ON TOP OF
 MG0693'A LARGE BRICK CHURCH.  THERE IS A CROSS ON TOP OF THE SPIRE.
 MG0693'THE SPIRE IS WHITE AND IS APPROXIMATELY 90 FEET HIGH.
 MG0693
 MG0693                          STATION RECOVERY (1996)
 MG0693
 MG0693'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0693'RECOVERED IN GOOD CONDITION.
 MG0693
 MG0693                          STATION RECOVERY (2001)
 MG0693
 MG0693'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0693'RECOVERED IN GOOD CONDITION.
 MG0693
 MG0693                          STATION RECOVERY (2004)
 MG0693
 MG0693'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0691 ***********************************************************************
 MG0691  DESIGNATION -  GENESEO MUNICIPAL TANK
 MG0691  PID         -  MG0691
 MG0691  STATE/COUNTY-  IL/HENRY
 MG0691  USGS QUAD   -  GENESEO (1991)
 MG0691
 MG0691                         *CURRENT SURVEY CONTROL
 MG0691  ___________________________________________________________________
 MG0691* NAD 83(1997)-  41 27 19.71151(N)    090 09 16.86788(W)     ADJUSTED  
 MG0691* NAVD 88     -                                                        
 MG0691  ___________________________________________________________________
 MG0691  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 MG0691  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0691
 MG0691  HORZ ORDER  -  THIRD
 MG0691
 MG0691.The horizontal coordinates were established by classical geodetic methods
 MG0691.and adjusted by the National Geodetic Survey in October 1999..
 MG0691
 MG0691
 MG0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0691
 MG0691.The geoid height was determined by GEOID03.
 MG0691
 MG0691;                    North         East     Units Scale Factor Converg.
 MG0691;SPC IL W     -   531,606.952   701,001.006   MT  0.99994119   +0 00 28.6
 MG0691;SPC IL W     - 1,744,113.81  2,299,867.47   sFT  0.99994119   +0 00 28.6
 MG0691;UTM  15      - 4,593,229.515   737,652.642   MT  1.00029511   +1 53 04.5
 MG0691
 MG0691                          SUPERSEDED SURVEY CONTROL
 MG0691
 MG0691  NAD 83(1997)-  41 27 19.71140(N)    090 09 16.86809(W) AD(       ) 4
 MG0691  NAD 83(1986)-  41 27 19.71606(N)    090 09 16.87934(W) AD(       ) 4
 MG0691  NAD 27      -  41 27 19.58500(N)    090 09 16.45500(W) AD(       ) 3
 MG0691
 MG0691.Superseded values are not recommended for survey control.
 MG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0691.See file dsdata.txt to determine how the superseded data were derived.
 MG0691
 MG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3765393230(NAD 83)
 MG0691
 MG0691  HISTORY     - Date     Condition        Report By
 MG0691  HISTORY     - 1958     MONUMENTED       CGS
 MG0691  HISTORY     - 1958     GOOD             CGS
 MG0691  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0691  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MG0691  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MG0691
 MG0691                          STATION DESCRIPTION
 MG0691
 MG0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0691'STATION IS LOCATED AT THE CORNER OF N. SOMMERS STREET AND
 MG0691'E. PARK STREET IN GENESEO.
 MG0691'
 MG0691'POINT INTERSECTED IS THE BALL ON TOP OF THE TANK.  THE TANK IS
 MG0691'SUPPORTED BY FOUR STEEL LEGS AND THERE IS A LARGE BRICK
 MG0691'CENTER PIPE FROM THE GROUND TO THE BOTTOM OF THE TANK.  THERE
 MG0691'IS A FISH WEATHER VANE SET ON TOP OF THE BALL.  THE TANK IS
 MG0691'PAINTED SILVER AND IS 152 FEET HIGH.
 MG0691'
 MG0691'NOTE--THIS STATION WAS PREVIOUSLY CALLED GENESEO, MUNICIPAL
 MG0691'TANK BUT WAS NOT DESCRIBED.
 MG0691
 MG0691                          STATION RECOVERY (1996)
 MG0691
 MG0691'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0691'MARK NOT FOUND.
 MG0691
 MG0691                          STATION RECOVERY (2001)
 MG0691
 MG0691'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0691'DESCRIBED TANK DESTROYED AND REPLACED AT ANOTHER LOCATION.
 MG0691
 MG0691                          STATION RECOVERY (2004)
 MG0691
 MG0691'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0691'STRUCTURE TORN DOWN. REPLACED BY A NEW TANK AT ANOTHER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0276 ***********************************************************************
 MG0276  DESIGNATION -  GENESEO RM 1
 MG0276  PID         -  MG0276
 MG0276  STATE/COUNTY-  IL/HENRY
 MG0276  USGS QUAD   -  GENESEO (1991)
 MG0276
 MG0276                         *CURRENT SURVEY CONTROL
 MG0276  ___________________________________________________________________
 MG0276* NAD 83(1986)-  41 26 09.     (N)    090 11 34.     (W)     SCALED    
 MG0276* NAVD 88     -       220.165  (meters)     722.32   (feet)  ADJUSTED  
 MG0276  ___________________________________________________________________
 MG0276  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MG0276  DYNAMIC HT  -         220.078 (meters)     722.04  (feet)  COMP
 MG0276  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MG0276
 MG0276  VERT ORDER  -  SECOND    CLASS 0
 MG0276
 MG0276.The horizontal coordinates were scaled from a topographic map and have
 MG0276.an estimated accuracy of +/- 6 seconds.
 MG0276
 MG0276.The orthometric height was determined by differential leveling
 MG0276.and adjusted by the National Geodetic Survey in June 1991..
 MG0276
 MG0276.The geoid height was determined by GEOID03.
 MG0276
 MG0276.The dynamic height is computed by dividing the NAVD 88
 MG0276.geopotential number by the normal gravity value computed on the
 MG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0276.degrees latitude (g = 980.6199 gals.).
 MG0276
 MG0276.The modeled gravity was interpolated from observed gravity values.
 MG0276
 MG0276;                    North         East    Units  Estimated Accuracy
 MG0276;SPC IL W     -   529,430.      697,820.      MT  (+/- 180 meters Scaled)
 MG0276
 MG0276                          SUPERSEDED SURVEY CONTROL
 MG0276
 MG0276  NGVD 29 (??/??/92)  220.247  (m)          722.59   (f) ADJ UNCH    2 0
 MG0276
 MG0276.Superseded values are not recommended for survey control.
 MG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0276.See file dsdata.txt to determine how the superseded data were derived.
 MG0276
 MG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF345909(NAD 83)
 MG0276_MARKER: DR = REFERENCE MARK DISK
 MG0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0276_STAMPING: GENESEO NO 1 1930
 MG0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0276+STABILITY: SURFACE MOTION
 MG0276
 MG0276  HISTORY     - Date     Condition        Report By
 MG0276  HISTORY     - 1930     MONUMENTED       CGS
 MG0276  HISTORY     - 1959     GOOD             NGS
 MG0276  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0276  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 MG0276  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MG0276
 MG0276                          STATION DESCRIPTION
 MG0276
 MG0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0276'2.8 MI SW FROM GENESEO.
 MG0276'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0276'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0276'1.0 MILES SOUTH ALONG BLACKTOP ROAD, THENCE 0.5 MILES WEST ALONG
 MG0276'BLACKTOP ROAD TO A FENCE LINE LEADING NORTH, THENCE 0.2 MILES
 MG0276'NORTH ALONG FENCE LINE, 5.4 FEET WEST OF THE FENCE LINE, 7
 MG0276'FEET NORTH OF A LONE TREE IN THE FENCE LINE, ABOUT 117 YARDS
 MG0276'SOUTH OF A FENCE CORNER, 285.13 FEET EAST-SOUTHEAST OF GENESEO,
 MG0276'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MG0276
 MG0276                          STATION RECOVERY (1996)
 MG0276
 MG0276'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0276'MARK NOT FOUND.
 MG0276
 MG0276                          STATION RECOVERY (2001)
 MG0276
 MG0276'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0276'MARK NOT FOUND
 MG0276
 MG0276                          STATION RECOVERY (2004)
 MG0276
 MG0276'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0273 ***********************************************************************
 MG0273  DESIGNATION -  GENESEO RM 2 AZIMUTH
 MG0273  PID         -  MG0273
 MG0273  STATE/COUNTY-  IL/HENRY
 MG0273  USGS QUAD   -  GENESEO (1991)
 MG0273
 MG0273                         *CURRENT SURVEY CONTROL
 MG0273  ___________________________________________________________________
 MG0273* NAD 83(1986)-  41 25 59.     (N)    090 11 20.     (W)     SCALED    
 MG0273* NAVD 88     -       218.235  (meters)     715.99   (feet)  ADJUSTED  
 MG0273  ___________________________________________________________________
 MG0273  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0273  DYNAMIC HT  -         218.148 (meters)     715.71  (feet)  COMP
 MG0273  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 MG0273
 MG0273  VERT ORDER  -  SECOND    CLASS 0
 MG0273
 MG0273.The horizontal coordinates were scaled from a topographic map and have
 MG0273.an estimated accuracy of +/- 6 seconds.
 MG0273
 MG0273.The orthometric height was determined by differential leveling
 MG0273.and adjusted by the National Geodetic Survey in June 1991..
 MG0273
 MG0273.The geoid height was determined by GEOID03.
 MG0273
 MG0273.The dynamic height is computed by dividing the NAVD 88
 MG0273.geopotential number by the normal gravity value computed on the
 MG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0273.degrees latitude (g = 980.6199 gals.).
 MG0273
 MG0273.The modeled gravity was interpolated from observed gravity values.
 MG0273
 MG0273;                    North         East    Units  Estimated Accuracy
 MG0273;SPC IL W     -   529,120.      698,140.      MT  (+/- 180 meters Scaled)
 MG0273
 MG0273                          SUPERSEDED SURVEY CONTROL
 MG0273
 MG0273  NGVD 29 (??/??/92)  218.316  (m)          716.26   (f) ADJ UNCH    2 0
 MG0273
 MG0273.Superseded values are not recommended for survey control.
 MG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0273.See file dsdata.txt to determine how the superseded data were derived.
 MG0273
 MG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF348906(NAD 83)
 MG0273_MARKER: DR = REFERENCE MARK DISK
 MG0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0273_STAMPING: GENESEO NO 2 1930
 MG0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0273+STABILITY: SURFACE MOTION
 MG0273
 MG0273  HISTORY     - Date     Condition        Report By
 MG0273  HISTORY     - 1930     MONUMENTED       CGS
 MG0273  HISTORY     - 1959     GOOD             NGS
 MG0273  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0273  HISTORY     - 20011006 GOOD             USPSQD
 MG0273  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MG0273
 MG0273                          STATION DESCRIPTION
 MG0273
 MG0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0273'2.7 MI SW FROM GENESEO.
 MG0273'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0273'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0273'1.0 MILES SOUTH ALONG A BLACKTOP ROAD, THENCE 0.55 MILES WEST
 MG0273'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A FARM DRIVEWAY SOUTH TO
 MG0273'A FARM HOUSE, 30.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 80
 MG0273'FEET EAST OF THE EXTENDED CENTER LINE OF THE DRIVEWAY SOUTH, 65.5
 MG0273'FEET EAST OF A POWER POLE WITH A TRANSFORMER, 80 FEET EAST OF
 MG0273'THE CENTER OF A BOARD GATE, 1 FOOT SOUTH OF FENCE LINE, ABOUT
 MG0273'1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 MG0273'CONCRETE POST FLUSH WITH THE GROUND.
 MG0273
 MG0273                          STATION RECOVERY (1996)
 MG0273
 MG0273'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0273'MARK NOT FOUND.
 MG0273
 MG0273                          STATION RECOVERY (2001)
 MG0273
 MG0273'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0273'RECOVERED AS DESCRIBED
 MG0273
 MG0273                          STATION RECOVERY (2004)
 MG0273
 MG0273'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0274 ***********************************************************************
 MG0274  DESIGNATION -  GENESEO RM 3
 MG0274  PID         -  MG0274
 MG0274  STATE/COUNTY-  IL/HENRY
 MG0274  USGS QUAD   -  GENESEO (1991)
 MG0274
 MG0274                         *CURRENT SURVEY CONTROL
 MG0274  ___________________________________________________________________
 MG0274* NAD 83(1997)-  41 26 07.70216(N)    090 11 40.12549(W)     ADJUSTED  
 MG0274* NAVD 88     -       224.041  (meters)     735.04   (feet)  ADJUSTED  
 MG0274  ___________________________________________________________________
 MG0274  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 MG0274  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0274  DYNAMIC HT  -         223.952 (meters)     734.75  (feet)  COMP
 MG0274  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MG0274
 MG0274  HORZ ORDER  -  SECOND
 MG0274  VERT ORDER  -  SECOND    CLASS 0
 MG0274
 MG0274.The horizontal coordinates were established by classical geodetic methods
 MG0274.and adjusted by the National Geodetic Survey in October 1999..
 MG0274
 MG0274.The orthometric height was determined by differential leveling
 MG0274.and adjusted by the National Geodetic Survey in June 1991..
 MG0274
 MG0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0274
 MG0274.The geoid height was determined by GEOID03.
 MG0274
 MG0274.The dynamic height is computed by dividing the NAVD 88
 MG0274.geopotential number by the normal gravity value computed on the
 MG0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0274.degrees latitude (g = 980.6199 gals.).
 MG0274
 MG0274.The modeled gravity was interpolated from observed gravity values.
 MG0274
 MG0274;                    North         East     Units Scale Factor Converg.
 MG0274;SPC IL W     -   529,385.848   697,675.585   MT  0.99994124   -0 01 06.3
 MG0274;SPC IL W     - 1,736,826.74  2,288,957.32   sFT  0.99994124   -0 01 06.3
 MG0274;UTM  15      - 4,590,899.921   734,400.605   MT  1.00027622   +1 51 26.9
 MG0274
 MG0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0274!SPC IL W     -   0.99997002  x   0.99994124  =   0.99991126
 MG0274!UTM  15      -   0.99997002  x   1.00027622  =   1.00024623
 MG0274
 MG0274|---------------------------------------------------------------------|
 MG0274| PID    Reference Object                     Distance      Geod. Az  |
 MG0274|                                                           dddmmss.s |
 MG0274| MG0275 GENESEO                             137.413 METERS 05929     |
 MG0274| MG0692 NATURAL GAS CO OF AM MICROWAVE      APPROX. 5.3 KM 1561153.8 |
 MG0274| MG0273 GENESEO RM 2 AZIMUTH                               1581034.5 |
 MG0274|---------------------------------------------------------------------|
 MG0274
 MG0274                          SUPERSEDED SURVEY CONTROL
 MG0274
 MG0274  NAD 83(1997)-  41 26 07.70215(N)    090 11 40.12550(W) AD(       ) 2
 MG0274  NAD 83(1986)-  41 26 07.70644(N)    090 11 40.13664(W) AD(       ) 2
 MG0274  NAD 27      -  41 26 07.57900(N)    090 11 39.70600(W) AD(       ) 2
 MG0274  NGVD 29 (??/??/92)  224.123  (m)          735.31   (f) ADJ UNCH    2 0
 MG0274
 MG0274.Superseded values are not recommended for survey control.
 MG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0274.See file dsdata.txt to determine how the superseded data were derived.
 MG0274
 MG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3440190900(NAD 83)
 MG0274_MARKER: DR = REFERENCE MARK DISK
 MG0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0274_STAMPING: GENESEO NO 3 1930
 MG0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0274+STABILITY: SURFACE MOTION
 MG0274
 MG0274  HISTORY     - Date     Condition        Report By
 MG0274  HISTORY     - 1959     MONUMENTED       CGS
 MG0274  HISTORY     - 1959     GOOD             NGS
 MG0274  HISTORY     - 19960717 GOOD             USPSQD
 MG0274  HISTORY     - 20040609 GOOD             USPSQD
 MG0274
 MG0274                          STATION DESCRIPTION
 MG0274
 MG0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0274'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF GENESEO AND
 MG0274'ABOUT 1.0 MILE SOUTH OF U.S. HIGHWAY NO. 6.
 MG0274'
 MG0274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 6
 MG0274'AND STATE HIGHWAY NO. 82 (S. HENRY AND W. MAIN STREET) IN GENESEO,
 MG0274'GO WEST ON U.S. HIGHWAY NO. 6 FOR 0.2 MILE TO A SIDE ROAD LEFT
 MG0274'JUST AFTER CROSSING A STEEL BRIDGE, TURN LEFT AND GO SOUTH
 MG0274'FOR 0.8 MILE TO A T INTERSECTION, TURN RIGHT AND GO WEST,
 MG0274'THEN SOUTH AND THEN WEST AGAIN FOR 1.25 MILES TO CROSSROADS.
 MG0274'CONTINUE WEST FOR 0.6 MILE TO GENESEO NO. 2 1930 REFERENCE
 MG0274'MARK ON RIGHT AND WOODEN GATE.  TURN RIGHT THROUGH GATE GOING
 MG0274'NORTH, THEN WEST AND THEN NORTH ALONG FENCE FOR 0.2 MILE TO
 MG0274'STATION ON LEFT IN FENCE LINE AS DESCRIBED.
 MG0274'
 MG0274'STATION MARK, A STANDARD DISK STAMPED GENESEO NO. 3 1930, IS
 MG0274'SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MG0274'THE MARK IS 35 FEET SOUTH OF A SMALL TREE, 2.2 FEET SOUTH OF
 MG0274'WITNESS POST AND 9 INCHES EAST OF FENCE LINE.
 MG0274'
 MG0274'A TRAVERSE CONNECTION WAS MADE TO GENESEO 1930, AND THE DISTANCE
 MG0274'IS 137.413 METERS OR 450.83 FEET.
 MG0274'
 MG0274'THE PROPERTY OWNER INFORMED THIS PARTY THAT THE STATION MAY
 MG0274'BE DESTROYED IN THE NEAR FUTURE, DO TO THE FACT HE PLANS ON USING
 MG0274'THE HILL THE STATION IS ON FOR FILL IN LOW SPOTS.
 MG0274'
 MG0274'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MG0274
 MG0274                          STATION RECOVERY (1959)
 MG0274
 MG0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MG0274'2.9 MI SW FROM GENESEO.
 MG0274'ABOUT 1.15 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0274'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0274'1.0 MILES SOUTH ALONG A BLACKTOP ROAD, THENCE 0.6 MILES WEST
 MG0274'ALONG A BLACKTOP ROAD TO THE FENCE LINE LEADING NORTH, THENCE
 MG0274'0.15 MILES NORTH ALONG FENCE LINE TO THE CREST OF THE HILL, 24
 MG0274'FEET SOUTH OF THE CREST OF THE HILL.  1 FOOT EAST OF FENCE LINE,
 MG0274'450.83 FEET WEST-SOUTHWEST OF TRINGULATION STATION GENESEO,
 MG0274'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MG0274
 MG0274                          STATION RECOVERY (1996)
 MG0274
 MG0274'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0274'RECOVERED IN GOOD CONDITION.
 MG0274
 MG0274                          STATION RECOVERY (2004)
 MG0274
 MG0274'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0867 ***********************************************************************
 NH0867  DESIGNATION -  GENET
 NH0867  PID         -  NH0867
 NH0867  STATE/COUNTY-  IL/WINNEBAGO
 NH0867  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0867
 NH0867                         *CURRENT SURVEY CONTROL
 NH0867  ___________________________________________________________________
 NH0867* NAD 83(1997)-  42 20 43.69137(N)    089 04 36.54737(W)     ADJUSTED  
 NH0867* NAVD 88     -       222.748  (meters)     730.80   (feet)  POSTED    
 NH0867  ___________________________________________________________________
 NH0867  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 NH0867  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NH0867  DYNAMIC HT  -         222.680 (meters)     730.58  (feet)  COMP
 NH0867  MODELED GRAV-     980,299.9   (mgal)                       NAVD 88
 NH0867
 NH0867  HORZ ORDER  -  SECOND
 NH0867  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NH0867
 NH0867.The horizontal coordinates were established by classical geodetic methods
 NH0867.and adjusted by the National Geodetic Survey in October 1999..
 NH0867
 NH0867.The orthometric height was determined by differential leveling
 NH0867.and adjusted by the National Geodetic Survey in 1992..
 NH0867.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NH0867.rate of 0.0 thru 1.0 mm/km.
 NH0867
 NH0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0867
 NH0867.The geoid height was determined by GEOID03.
 NH0867
 NH0867.The dynamic height is computed by dividing the NAVD 88
 NH0867.geopotential number by the normal gravity value computed on the
 NH0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0867.degrees latitude (g = 980.6199 gals.).
 NH0867
 NH0867.The modeled gravity was interpolated from observed gravity values.
 NH0867
 NH0867;                    North         East     Units Scale Factor Converg.
 NH0867;SPC IL W     -   631,029.283   789,799.917   MT  1.00004036   +0 44 03.0
 NH0867;SPC IL W     - 2,070,301.91  2,591,201.89   sFT  1.00004036   +0 44 03.0
 NH0867;SPC IL E     -   630,743.027   238,737.344   MT  1.00002116   -0 30 03.0
 NH0867;SPC IL E     - 2,069,362.75    783,257.44   sFT  1.00002116   -0 30 03.0
 NH0867;SPC WI S     -    38,800.956   676,077.278   MT  1.00010074   +0 38 03.6
 NH0867;SPC WI S     -   127,299.47  2,218,096.87   sFT  1.00010074   +0 38 03.6
 NH0867;UTM  16      - 4,690,223.388   328,932.738   MT  0.99996007   -1 23 57.4
 NH0867
 NH0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0867!SPC IL W     -   0.99997031  x   1.00004036  =   1.00001067
 NH0867!SPC IL E     -   0.99997031  x   1.00002116  =   0.99999147
 NH0867!SPC WI S     -   0.99997031  x   1.00010074  =   1.00007105
 NH0867!UTM  16      -   0.99997031  x   0.99996007  =   0.99993038
 NH0867
 NH0867|---------------------------------------------------------------------|
 NH0867| PID    Reference Object                     Distance      Geod. Az  |
 NH0867|                                                           dddmmss.s |
 NH0867| NH1428 CLINTON 1920                        284.020 METERS 01755     |
 NH0867| CI9614 GENET RM                             23.760 METERS 09005     |
 NH0867| NH0551 COLES                               APPROX. 0.7 KM 1684858.4 |
 NH0867|---------------------------------------------------------------------|
 NH0867
 NH0867                          SUPERSEDED SURVEY CONTROL
 NH0867
 NH0867  NAD 83(1997)-  42 20 43.69136(N)    089 04 36.54803(W) AD(       ) 2
 NH0867  NAD 83(1997)-  42 20 43.68830(N)    089 04 36.54854(W) AD(       ) 2
 NH0867  NAD 83(1986)-  42 20 43.68618(N)    089 04 36.55022(W) AD(       ) 2
 NH0867  NAD 27      -  42 20 43.62090(N)    089 04 36.16140(W) AD(       ) 2
 NH0867
 NH0867.Superseded values are not recommended for survey control.
 NH0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0867.See file dsdata.txt to determine how the superseded data were derived.
 NH0867
 NH0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2893390223(NAD 83)
 NH0867_MARKER: DS = TRIANGULATION STATION DISK
 NH0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0867+STABILITY: SURFACE MOTION
 NH0867
 NH0867  HISTORY     - Date     Condition        Report By
 NH0867  HISTORY     - 1920     MONUMENTED       CGS
 NH0867  HISTORY     - 1935     GOOD             CGS
 NH0867  HISTORY     - 1954     GOOD             CGS
 NH0867  HISTORY     - 19970607 MARK NOT FOUND   USPSQD
 NH0867
 NH0867                          STATION DESCRIPTION
 NH0867
 NH0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0867'STATION IS ABOUT 2-1/8 MILES S OF LATHAM PARK, ON THE W SIDE
 NH0867'OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 30 YARDS
 NH0867'S OF A PRIVATE DRIVEWAY, 40 YARDS E OF SAM BLACKS RESIDENCE,
 NH0867'AND 7.96 METERS (26.12 FEET) W OF THE W AND NEAREST RAIL.
 NH0867'THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 NH0867'BRONZE DISKS SET IN CONCRETE.
 NH0867'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE
 NH0867'TRACK, NEAR THE FENCE LINE, 23.76 METERS (77.95 FEET) FROM
 NH0867'THE STATION, S 89 DEG 55 MIN E.
 NH0867
 NH0867                          STATION RECOVERY (1935)
 NH0867
 NH0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH0867'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 NH0867'CONDITION.  STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 NH0867'THE ORIGINAL DESCRIPTION IS CORRECT WITH THE EXCEPTION THAT
 NH0867'THERE IS NO PRIVATE DRIVE 30 YARDS N OF THE STATION.  THIS
 NH0867'IS A PRECISE TRAVERSE STATION.
 NH0867'
 NH0867'ADDITIONAL INFORMATION FOLLOWS--THE STATION MARK IS ABOUT
 NH0867'100 YARDS N OF POINT OF CURVATURE OF RAILROAD TRACKS.  ON
 NH0867'TANGENT EXTENDED FROM E RAIL.  19 YARDS S OF FENCE CORNER.
 NH0867'18 FEET SSE OF TELEPHONE POLE.  54 YARDS N OF CONCRETE DRIVE
 NH0867'ACROSS TRACKS AND NOT 30 YARDS S OF DRIVE AS NOTED.  THE MARK
 NH0867'PROJECTS 8 INCHES.
 NH0867'
 NH0867'TO REACH THE STATION FROM THE BRIDGE ACROSS ROCK RIVER ON U.S.
 NH0867'HIGHWAY 51 IN ROCKFORD, GO S ON U.S. HIGHWAY 51, 0.6 MILE TO
 NH0867'JUNCTION WITH ILLINOIS HIGHWAY 75.  CONTINUE S ON U.S. HIGHWAY
 NH0867'51, 7.1 MILES TO LANE E AT STONE GATE POSTS.  THENCE E 0.15
 NH0867'MILE TO RAILROAD.  THENCE N ON E SIDE OF TRACKS 0.1 MILE TO
 NH0867'END OF ROAD AND TRUCK TRAVEL.  THENCE N ON TRACKS 0.05 MILE
 NH0867'TO CONCRETE DRIVE ACROSS TRACKS.  STATION IS 54 YARDS N AS
 NH0867'DESCRIBED ABOVE.
 NH0867
 NH0867                          STATION RECOVERY (1954)
 NH0867
 NH0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0867'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 NH0867'1935 EXCEPT THE TO REACH WAS FOUND IN ERROR.  CORRECT TO
 NH0867'REACH FOLLOWS--
 NH0867'
 NH0867'TO REACH FROM THE INTERSECTION OF STATE STREET AND MAIN
 NH0867'STREET (JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 2),
 NH0867'GO N ON MAIN STREET (STATE HIGHWAY 2) FOR 6.15 MI. TO A
 NH0867'DRIVEWAY TO THE RIGHT WITH STONE POSTS ON EITHER SIDE (THIS
 NH0867'IS 1.3 MI. N OF THE ENTRANCE TO ROCKFORD TOWNSHIP HOSPITAL),
 NH0867'TURN RIGHT ON THIS DRIVE AND GO 0.15 MI. TO A RAILROAD CROSSING,
 NH0867'TURN LEFT ALONG THE E SIDE OF THE TRACKS FOR 0.1 MI. TO THE
 NH0867'POINT WHERE THE ROAD TURNS RIGHT INTO PRIVATE GROUNDS.  LEAVE
 NH0867'TRUCK AND WALK N ALONG THE TRACKS FOR ABOUT 0.05 MI. TO THE
 NH0867'THIRD TELEPHONE POLE N OF THE TRACK AND THE STATION.
 NH0867
 NH0867                          STATION RECOVERY (1997)
 NH0867
 NH0867'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1384 ***********************************************************************
 MF1384  DESIGNATION -  GENEVA ILL TRAIN SCH GIRLS STK
 MF1384  PID         -  MF1384
 MF1384  STATE/COUNTY-  IL/KANE
 MF1384  USGS QUAD   -  GENEVA (1993)
 MF1384
 MF1384                         *CURRENT SURVEY CONTROL
 MF1384  ___________________________________________________________________
 MF1384* NAD 83(1997)-  41 52 45.21489(N)    088 17 51.52043(W)     ADJUSTED  
 MF1384* NAVD 88     -                                                        
 MF1384  ___________________________________________________________________
 MF1384  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MF1384  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF1384
 MF1384  HORZ ORDER  -  THIRD
 MF1384
 MF1384.The horizontal coordinates were established by classical geodetic methods
 MF1384.and adjusted by the National Geodetic Survey in October 1999..
 MF1384
 MF1384
 MF1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1384
 MF1384.The geoid height was determined by GEOID03.
 MF1384
 MF1384;                    North         East     Units Scale Factor Converg.
 MF1384;SPC IL E     -   578,688.977   302,962.352   MT  0.99997511   +0 01 25.8
 MF1384;SPC IL E     - 1,898,582.09    993,968.98   sFT  0.99997511   +0 01 25.8
 MF1384;UTM  16      - 4,637,181.030   392,328.172   MT  0.99974266   -0 51 58.8
 MF1384
 MF1384                          SUPERSEDED SURVEY CONTROL
 MF1384
 MF1384  NAD 83(1997)-  41 52 45.21573(N)    088 17 51.52224(W) AD(       ) 4
 MF1384  NAD 83(1986)-  41 52 45.21864(N)    088 17 51.53138(W) AD(       ) 4
 MF1384  NAD 27      -  41 52 45.11900(N)    088 17 51.26500(W) AD(       ) 3
 MF1384
 MF1384.Superseded values are not recommended for survey control.
 MF1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1384.See file dsdata.txt to determine how the superseded data were derived.
 MF1384
 MF1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9232837181(NAD 83)
 MF1384_MARKER: 63 = STACK
 MF1384
 MF1384  HISTORY     - Date     Condition        Report By
 MF1384  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1384  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 MF1384
 MF1384                          STATION DESCRIPTION
 MF1384
 MF1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1384'THE STATION IS THE CENTER OF THE TOP OF THE POWER PLANT STACK
 MF1384'LOCATED AT THE EAST SIDE OF THE MAIN BUILDINGS OF THE SCHOOL
 MF1384'ON THE EAST SIDE OF STATE HIGHWAY 25 AT THE SOUTH EDGE OF
 MF1384'GENEVA.  IT IS A ROUND, RED BRICK STRUCTURE 225 FEET HIGH.
 MF1384
 MF1384                          STATION RECOVERY (1991)
 MF1384
 MF1384'RECOVERY NOTE BY US POWER SQUADRON 1991 (MBO)
 MF1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1388 ***********************************************************************
 MF1388  DESIGNATION -  GENEVA MUNICIPAL TANK
 MF1388  PID         -  MF1388
 MF1388  STATE/COUNTY-  IL/KANE
 MF1388  USGS QUAD   -  GENEVA (1993)
 MF1388
 MF1388                         *CURRENT SURVEY CONTROL
 MF1388  ___________________________________________________________________
 MF1388* NAD 83(1997)-  41 53 43.78801(N)    088 19 09.57966(W)     ADJUSTED  
 MF1388* NAVD 88     -                                                        
 MF1388  ___________________________________________________________________
 MF1388  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MF1388  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MF1388
 MF1388  HORZ ORDER  -  THIRD
 MF1388
 MF1388.The horizontal coordinates were established by classical geodetic methods
 MF1388.and adjusted by the National Geodetic Survey in October 1999..
 MF1388
 MF1388
 MF1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1388
 MF1388.The geoid height was determined by GEOID03.
 MF1388
 MF1388;                    North         East     Units Scale Factor Converg.
 MF1388;SPC IL E     -   580,495.572   301,162.246   MT  0.99997502   +0 00 33.7
 MF1388;SPC IL E     - 1,904,509.22    988,063.14   sFT  0.99997502   +0 00 33.7
 MF1388;UTM  16      - 4,639,014.956   390,556.762   MT  0.99974739   -0 52 52.0
 MF1388
 MF1388                          SUPERSEDED SURVEY CONTROL
 MF1388
 MF1388  NAD 83(1997)-  41 53 43.78935(N)    088 19 09.58209(W) AD(       ) 4
 MF1388  NAD 83(1986)-  41 53 43.79130(N)    088 19 09.58976(W) AD(       ) 4
 MF1388  NAD 27      -  41 53 43.69400(N)    088 19 09.32000(W) AD(       ) 3
 MF1388
 MF1388.Superseded values are not recommended for survey control.
 MF1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1388.See file dsdata.txt to determine how the superseded data were derived.
 MF1388
 MF1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9055739015(NAD 83)
 MF1388_MARKER: 53 = ELEVATED TANK
 MF1388
 MF1388  HISTORY     - Date     Condition        Report By
 MF1388  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1388  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 MF1388  HISTORY     - 19980506 MARK NOT FOUND   USPSQD
 MF1388
 MF1388                          STATION DESCRIPTION
 MF1388
 MF1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1388'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 MF1388'TANK LOCATED ABOUT 300 FEET NORTHWEST OF THE INTERSECTION
 MF1388'OF LOGAN AVENUE AND CENTER STREET IN THE NORTHWEST EDGE OF
 MF1388'GENEVA.  IT IS A STEEL TANK SUPPORTED BY A SIX-LEGGED STEEL
 MF1388'STRUCTURE AND IS ABOUT 125 FEET HIGH.  THE TOP AND SIDES
 MF1388'OF THE TANK ARE PAINTED SILVER AND THE BOTTOM OF THE TANK
 MF1388'AND THE LEGS ARE PAINTED BLACK.  THE NAME GENEVA IS PAINTED
 MF1388'ON THE EAST AND WEST SIDES IN BLACK LETTERS.
 MF1388
 MF1388                          STATION RECOVERY (1997)
 MF1388
 MF1388'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1388'MARK NOT FOUND.
 MF1388
 MF1388                          STATION RECOVERY (1998)
 MF1388
 MF1388'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1381 ***********************************************************************
 MF1381  DESIGNATION -  GENEVA RAD STA KSA 457 MAST
 MF1381  PID         -  MF1381
 MF1381  STATE/COUNTY-  IL/KANE
 MF1381  USGS QUAD   -  GENEVA (1993)
 MF1381
 MF1381                         *CURRENT SURVEY CONTROL
 MF1381  ___________________________________________________________________
 MF1381* NAD 83(1997)-  41 53 11.09075(N)    088 18 33.05765(W)     ADJUSTED  
 MF1381* NAVD 88     -                                                        
 MF1381  ___________________________________________________________________
 MF1381  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 MF1381  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF1381
 MF1381  HORZ ORDER  -  THIRD
 MF1381
 MF1381.The horizontal coordinates were established by classical geodetic methods
 MF1381.and adjusted by the National Geodetic Survey in October 1999..
 MF1381
 MF1381
 MF1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1381
 MF1381.The geoid height was determined by GEOID03.
 MF1381
 MF1381;                    North         East     Units Scale Factor Converg.
 MF1381;SPC IL E     -   579,486.973   302,004.404   MT  0.99997505   +0 00 58.0
 MF1381;SPC IL E     - 1,901,200.18    990,826.12   sFT  0.99997505   +0 00 58.0
 MF1381;UTM  16      - 4,637,993.625   391,382.956   MT  0.99974517   -0 52 27.0
 MF1381
 MF1381                          SUPERSEDED SURVEY CONTROL
 MF1381
 MF1381  NAD 83(1997)-  41 53 11.09187(N)    088 18 33.05986(W) AD(       ) 4
 MF1381  NAD 83(1986)-  41 53 11.09428(N)    088 18 33.06779(W) AD(       ) 4
 MF1381  NAD 27      -  41 53 10.99500(N)    088 18 32.79800(W) AD(       ) 3
 MF1381
 MF1381.Superseded values are not recommended for survey control.
 MF1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1381.See file dsdata.txt to determine how the superseded data were derived.
 MF1381
 MF1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9138337994(NAD 83)
 MF1381_MARKER: 42 = RADIO/TV MAST
 MF1381
 MF1381  HISTORY     - Date     Condition        Report By
 MF1381  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1381  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MF1381  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 MF1381  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 MF1381
 MF1381                          STATION DESCRIPTION
 MF1381
 MF1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1381'THE STATION IS THE CENTER OF THE TOP OF THE KANE COUNTY
 MF1381'POLICE RADIO MAST LOCATED BETWEEN THE COURTHOUSE AND THE
 MF1381'COUNTY JAIL BETWEEN THIRD AND FOURTH STREETS ON THE SOUTH
 MF1381'SIDE OF JAMES STREET IN THE SOUTH-CENTRAL SECTION OF GENEVA.
 MF1381'IT IS A FOUR-LEGGED, SELF-SUPPORTING STEEL STRUCTURE PAINTED
 MF1381'IN ALTERNATE SECTIONS OF ORANGE AND WHITE AND IT IS 315 FEET
 MF1381'HIGH.
 MF1381
 MF1381                          STATION RECOVERY (1989)
 MF1381
 MF1381'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMC)
 MF1381'MARK NOT FOUND.
 MF1381
 MF1381                          STATION RECOVERY (1997)
 MF1381
 MF1381'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1381'MARK NOT FOUND.
 MF1381
 MF1381                          STATION RECOVERY (1998)
 MF1381
 MF1381'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1380 ***********************************************************************
 MF1380  DESIGNATION -  GENEVA RAD STA KSD 471 MAST
 MF1380  PID         -  MF1380
 MF1380  STATE/COUNTY-  IL/KANE
 MF1380  USGS QUAD   -  GENEVA (1993)
 MF1380
 MF1380                         *CURRENT SURVEY CONTROL
 MF1380  ___________________________________________________________________
 MF1380* NAD 83(1997)-  41 52 30.55568(N)    088 16 38.06365(W)     ADJUSTED  
 MF1380* NAVD 88     -                                                        
 MF1380  ___________________________________________________________________
 MF1380  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MF1380  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MF1380
 MF1380  HORZ ORDER  -  THIRD
 MF1380
 MF1380.The horizontal coordinates were established by classical geodetic methods
 MF1380.and adjusted by the National Geodetic Survey in October 1999..
 MF1380
 MF1380
 MF1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1380
 MF1380.The geoid height was determined by GEOID03.
 MF1380
 MF1380;                    North         East     Units Scale Factor Converg.
 MF1380;SPC IL E     -   578,237.613   304,656.340   MT  0.99997527   +0 02 14.8
 MF1380;SPC IL E     - 1,897,101.24    999,526.68   sFT  0.99997527   +0 02 14.8
 MF1380;UTM  16      - 4,636,703.516   394,014.547   MT  0.99973822   -0 51 09.5
 MF1380
 MF1380                          SUPERSEDED SURVEY CONTROL
 MF1380
 MF1380  NAD 83(1997)-  41 52 30.55630(N)    088 16 38.06509(W) AD(       ) 4
 MF1380  NAD 83(1986)-  41 52 30.55977(N)    088 16 38.07483(W) AD(       ) 4
 MF1380  NAD 27      -  41 52 30.45900(N)    088 16 37.81000(W) AD(       ) 3
 MF1380
 MF1380.Superseded values are not recommended for survey control.
 MF1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1380.See file dsdata.txt to determine how the superseded data were derived.
 MF1380
 MF1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9401536704(NAD 83)
 MF1380_MARKER: 42 = RADIO/TV MAST
 MF1380
 MF1380  HISTORY     - Date     Condition        Report By
 MF1380  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1380  HISTORY     - 19980425 GOOD             USPSQD
 MF1380  HISTORY     - 20060715 GOOD             USGSNP
 MF1380
 MF1380                          STATION DESCRIPTION
 MF1380
 MF1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1380'THE STATION IS THE CENTER OF THE TOP OF THE RADIO MAST OF
 MF1380'THE PUBLIC SERVICE COMPANY OF NORTHERN ILLINOIS LOCATED AT
 MF1380'THE BRADLEY SCHOOL ON KIRK ROAD ABOUT 1-3/4 MILES EAST OF
 MF1380'GENEVA.  IT IS A STEEL MAST SUPPORTED BY GUY WIRES AND IS
 MF1380'PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE
 MF1380'HEIGHT IS ABOUT 150 FEET.
 MF1380'
 MF1380'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MF1380'ALTERNATE AND STATE HIGHWAY 25 IN THE EAST EDGE OF GENEVA,
 MF1380'GO EAST ON HIGHWAY 30 FOR 1.35 MILES TO A GRAVEL ROAD RIGHT.
 MF1380'TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD (KIRK ROAD) FOR
 MF1380'0.65 MILE TO THE BRADLEY SCHOOL AND THE MAST.
 MF1380
 MF1380                          STATION RECOVERY (1998)
 MF1380
 MF1380'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1380'RECOVERED IN GOOD CONDITION.
 MF1380
 MF1380                          STATION RECOVERY (2006)
 MF1380
 MF1380'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 MF1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1177 ***********************************************************************
 NH1177  DESIGNATION -  GENOA GREENLEE TOOL CO TANK
 NH1177  PID         -  NH1177
 NH1177  STATE/COUNTY-  IL/DE KALB
 NH1177  USGS QUAD   -  GENOA (1975)
 NH1177
 NH1177                         *CURRENT SURVEY CONTROL
 NH1177  ___________________________________________________________________
 NH1177* NAD 83(1997)-  42 05 55.43943(N)    088 42 03.26704(W)     ADJUSTED  
 NH1177* NAVD 88     -                                                        
 NH1177  ___________________________________________________________________
 NH1177  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 NH1177  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH1177
 NH1177  HORZ ORDER  -  THIRD
 NH1177
 NH1177.The horizontal coordinates were established by classical geodetic methods
 NH1177.and adjusted by the National Geodetic Survey in October 1999..
 NH1177
 NH1177
 NH1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1177
 NH1177.The geoid height was determined by GEOID03.
 NH1177
 NH1177;                    North         East     Units Scale Factor Converg.
 NH1177;SPC IL E     -   603,134.435   269,594.060   MT  0.99998637   -0 14 47.1
 NH1177;SPC IL E     - 1,978,783.56    884,493.18   sFT  0.99998637   -0 14 47.1
 NH1177;UTM  16      - 4,662,138.375   359,350.723   MT  0.99984342   -1 08 25.8
 NH1177
 NH1177                          SUPERSEDED SURVEY CONTROL
 NH1177
 NH1177  NAD 83(1986)-  42 05 55.43897(N)    088 42 03.27384(W) AD(       ) 4
 NH1177  NAD 27      -  42 05 55.34900(N)    088 42 02.94000(W) AD(       ) 3
 NH1177
 NH1177.Superseded values are not recommended for survey control.
 NH1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1177.See file dsdata.txt to determine how the superseded data were derived.
 NH1177
 NH1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5935162138(NAD 83)
 NH1177_MARKER: 53 = ELEVATED TANK
 NH1177
 NH1177  HISTORY     - Date     Condition        Report By
 NH1177  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1177  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NH1177
 NH1177                          STATION DESCRIPTION
 NH1177
 NH1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1177'STATION IS THE APEX OF THE ROOF OF THE WATER TANK LOCATED
 NH1177'IN THE WEST SECTION OF GENOA, ABOUT 150 YARDS NORTH OF WEST
 NH1177'MAIN STREET AT THE WEST SIDE OF THE GREENLEE TOOL CO. PLANT.
 NH1177'IT IS A SMALL WOODEN TANK, WITH A FLAT BOTTOM AND A FLAT
 NH1177'CONICAL ROOF PAINTED BLACK ATOP A 4 LEGGED STEEL TRUSSWORK
 NH1177'STRUCTURE WHICH IS ALSO PAINTED BLACK.  THE TOTAL HEIGHT IS
 NH1177'ABOUT 90 FEET.
 NH1177
 NH1177                          STATION RECOVERY (1988)
 NH1177
 NH1177'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 NH1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1178 ***********************************************************************
 NH1178  DESIGNATION -  GENOA LEICH ELEC CO WTR TK
 NH1178  PID         -  NH1178
 NH1178  STATE/COUNTY-  IL/DE KALB
 NH1178  USGS QUAD   -  GENOA (1975)
 NH1178
 NH1178                         *CURRENT SURVEY CONTROL
 NH1178  ___________________________________________________________________
 NH1178* NAD 83(1997)-  42 05 57.72205(N)    088 41 22.08900(W)     ADJUSTED  
 NH1178* NAVD 88     -                                                        
 NH1178  ___________________________________________________________________
 NH1178  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 NH1178  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH1178
 NH1178  HORZ ORDER  -  THIRD
 NH1178
 NH1178.The horizontal coordinates were established by classical geodetic methods
 NH1178.and adjusted by the National Geodetic Survey in October 1999..
 NH1178
 NH1178
 NH1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1178
 NH1178.The geoid height was determined by GEOID03.
 NH1178
 NH1178;                    North         East     Units Scale Factor Converg.
 NH1178;SPC IL E     -   603,200.856   270,540.541   MT  0.99998567   -0 14 19.5
 NH1178;SPC IL E     - 1,979,001.48    887,598.42   sFT  0.99998567   -0 14 19.5
 NH1178;UTM  16      - 4,662,190.012   360,297.988   MT  0.99984015   -1 07 58.2
 NH1178
 NH1178                          SUPERSEDED SURVEY CONTROL
 NH1178
 NH1178  NAD 83(1986)-  42 05 57.72160(N)    088 41 22.09591(W) AD(       ) 4
 NH1178  NAD 27      -  42 05 57.63000(N)    088 41 21.76400(W) AD(       ) 3
 NH1178
 NH1178.Superseded values are not recommended for survey control.
 NH1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1178.See file dsdata.txt to determine how the superseded data were derived.
 NH1178
 NH1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6029862190(NAD 83)
 NH1178_MARKER: 53 = ELEVATED TANK
 NH1178
 NH1178  HISTORY     - Date     Condition        Report By
 NH1178  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1178  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NH1178
 NH1178                          STATION DESCRIPTION
 NH1178
 NH1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1178'STATION IS THE APEX OF THE ROOF OF THE WATER TANK LOCATED
 NH1178'NEAR THE CENTER OF GENOA, ON THE NORTH SIDE OF THE C.M. ST. P.
 NH1178'AND P. RAILROAD, BETWEEN BROWN AND SYCAMORE STREETS AT THE PLANT
 NH1178'OF THE LEICH ELECTRIC CO.  IT IS A WOODEN TANK WITH A FLAT
 NH1178'BOTTOM AND FLAT CONICAL ROOF.  THE VERTICAL SIDES OF THE TANK
 NH1178'ARE ABOUT 15 FEET HIGH ARE PAINTED BLACK WITH THE LEGEND
 NH1178'LEICH ELECTRIC CO. PAINTED IN SILVER LETTERS ON THE EAST SIDE
 NH1178'OF THE TANK.  THE TANK IS ATOP A 4 LEGGED STEEL TRUSSWORK
 NH1178'STRUCTURE WHICH IS PAINTED SILVER.  THE TOTAL HEIGHT IS ABOUT
 NH1178'90 FEET.
 NH1178
 NH1178                          STATION RECOVERY (1988)
 NH1178
 NH1178'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 NH1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1852 ***********************************************************************
 JB1852  DESIGNATION -  GEOFFREY RESET
 JB1852  PID         -  JB1852
 JB1852  STATE/COUNTY-  IL/CLINTON
 JB1852  USGS QUAD   -  BECKEMEYER (1969)
 JB1852
 JB1852                         *CURRENT SURVEY CONTROL
 JB1852  ___________________________________________________________________
 JB1852* NAD 83(1997)-  38 32 58.26179(N)    089 26 55.36684(W)     ADJUSTED  
 JB1852* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 JB1852  ___________________________________________________________________
 JB1852  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JB1852  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JB1852
 JB1852  HORZ ORDER  -  FIRST
 JB1852
 JB1852.The horizontal coordinates were established by classical geodetic methods
 JB1852.and adjusted by the National Geodetic Survey in October 1999..
 JB1852
 JB1852.The orthometric height was scaled from a topographic map.
 JB1852
 JB1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1852
 JB1852.The geoid height was determined by GEOID03.
 JB1852
 JB1852;                    North         East     Units Scale Factor Converg.
 JB1852;SPC IL W     -   209,207.951   762,582.871   MT  0.99998939   +0 26 50.8
 JB1852;SPC IL W     -   686,376.42  2,501,907.30   sFT  0.99998939   +0 26 50.8
 JB1852;UTM  16      - 4,269,630.648   286,609.043   MT  1.00016079   -1 31 35.7
 JB1852
 JB1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1852!SPC IL W     -   0.99997878  x   0.99998939  =   0.99996817
 JB1852!UTM  16      -   0.99997878  x   1.00016079  =   1.00013956
 JB1852
 JB1852:                Primary Azimuth Mark                     Grid Az
 JB1852:SPC IL W     -  CARLYLE W MUNICIPAL TANK                 040 04 51.3
 JB1852:UTM  16      -  CARLYLE W MUNICIPAL TANK                 042 03 17.8
 JB1852
 JB1852|---------------------------------------------------------------------|
 JB1852| PID    Reference Object                     Distance      Geod. Az  |
 JB1852|                                                           dddmmss.s |
 JB1852| JB1853 CARLYLE W MUNICIPAL TANK            APPROX. 9.3 KM 0403142.1 |
 JB1852| JB1847 CARLYLE CATHOLIC CHURCH SPIRE       APPROX. 9.6 KM 0433435.1 |
 JB1852| JB1849 CARLYLE E MUNICIPAL TANK            APPROX.10.2 KM 0480118.5 |
 JB1852| JB1894 AVIATION BN 3 MI ESE GEOFFREY       APPROX.17.1 KM 1170053.7 |
 JB1852| CI3677 GEOFFREY RM 1                        28.455 METERS 16709     |
 JB1852| JB1851 BARTELSO AVIATION BEACON            APPROX. 2.5 KM 2191033.7 |
 JB1852| JB1911 VENEDY CHURCH SPIRE                 APPROX.24.2 KM 2253754.1 |
 JB1852| CI3678 GEOFFREY RM 2                        10.000 METERS 25331     |
 JB1852| JB1951 DAMIANSVILLE CHURCH SPIRE           APPROX.15.9 KM 2535929.9 |
 JB1852| JB1954 TRENTON LUTHERAN CHURCH SPIRE       APPROX.23.8 KM 2855702.2 |
 JB1852| JB1950 BREESE CATHOLIC CHURCH SPIRE        APPROX. 9.6 KM 3131724.7 |
 JB1852| JB1949 BREESE CONCRETE STACK               APPROX.12.5 KM 3214256.3 |
 JB1852|---------------------------------------------------------------------|
 JB1852
 JB1852                          SUPERSEDED SURVEY CONTROL
 JB1852
 JB1852  NAD 83(1986)-  38 32 58.27831(N)    089 26 55.36384(W) AD(       ) 1
 JB1852  NAD 27      -  38 32 58.11030(N)    089 26 55.05931(W) AD(       ) 1
 JB1852
 JB1852.Superseded values are not recommended for survey control.
 JB1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1852.See file dsdata.txt to determine how the superseded data were derived.
 JB1852
 JB1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH8660969631(NAD 83)
 JB1852_MARKER: X = CHISELED CROSS
 JB1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1852
 JB1852  HISTORY     - Date     Condition        Report By
 JB1852  HISTORY     - 1881     MONUMENTED       CGS
 JB1852  HISTORY     - 1930     SEE DESCRIPTION  CGS
 JB1852  HISTORY     - 1937     GOOD             CGS
 JB1852  HISTORY     - 1960     GOOD             CGS
 JB1852  HISTORY     - 1962     GOOD             CGS
 JB1852
 JB1852                          STATION DESCRIPTION
 JB1852
 JB1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1881 (GAF)
 JB1852'IN SANTA FE TOWNSHIP, NEAR THE CENTER OF THE NE 0.25 NE 0.25 SEC 8, T
 JB1852'1 N, R 3 W.  THE
 JB1852'STATION IS MARKED BY A CROSS IN THE TOP OF A WHITE
 JB1852'MARBLE POST ABOUT 6 INCHES SQUARE
 JB1852'AND 30 INCHES LONG PROJECTING ABOUT
 JB1852'6 INCHES ABOVE THE GROUND.  THE LETTERS U S C AND G
 JB1852'S ARE INSCRIBED
 JB1852'IN THE POST.  THE UNDERGROUND MARK IS THE APEX OF AN EARTHENWARE
 JB1852'PYRAMID 6 INCHES
 JB1852'ON AN EDGE AND ABOUT 30 INCHES BELOW THE GROUND, AND
 JB1852'HAS ON ONE FACE THE RAISED LETTERS
 JB1852'U S C S.  THERE ARE TWO REFERENCE
 JB1852'POSTS, ALSO OF WHITE MARBLE BUT SLIGHTLY SMALLER THAN
 JB1852'THE POST
 JB1852'MARKING THE STATION, WITH AN ARROW IN THE TOP OF EACH POINTING TOWARD
 JB1852'THE STATION.  ONE
 JB1852'REFERENCE MARK IS NEAR THE FENCE LINE ON THE SOUTH
 JB1852'SIDE OF THE ROAD NORTH OF THE
 JB1852'STATION, JUST WEST OF THE ROAD LEADING
 JB1852'TO MR GEOFFREYS HOUSE, 223.8 METERS WEST OF THE
 JB1852'STONE AT THE
 JB1852'NORTHEAST CORNER OF SECTION 8, AND 144.5 METERS FROM THE STATION
 JB1852'N 0 DEG 33 MIN W.
 JB1852'THE OTHER REFERENCE MARK IS IN THE FENCE
 JB1852'LINE ON THE WEST SIDE OF THE
 JB1852'ROAD EAST OF THE STATION, 148.3 METERS
 JB1852'SOUTH OF THE STONE AT THE NORTHEAST CORNER OF
 JB1852'SECTION 8, AND 217.8
 JB1852'METERS FROM THE STATION N 89 DEG 07 MIN E.   (SPECIAL
 JB1852
 JB1852                          STATION RECOVERY (1930)
 JB1852
 JB1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (PAS)
 JB1852'SUBSURFACE MARK FOUND AS DESCRIBED.  ALL SURFACE MARKS INCLUDING THE
 JB1852'SECTION CORNER
 JB1852'MENTIONED ARE LOST.  A NEW SURFACE MARK WAS
 JB1852'ESTABLISHED OVER THE
 JB1852'OLD-SUB-SURFACE MARK, AND 12 INCHES BELOW THE
 JB1852'SURFACE OF THE GROUND.
 JB1852'STATION IS 5.5 METERS WEST OF THE
 JB1852'CENTER OF LANE AND 29.1 METERS NORTH OF A
 JB1852'PROLONGATION OF LANE AFTER
 JB1852'IT TURNS WEST.  STATION IS FOUR MILES SOUTH OF THE WESTERN
 JB1852'LIMITS OF THE
 JB1852'VILLAGE OF BECKEMEYER WHICH IS ON U S HIGHWAY 50.
 JB1852'
 JB1852'TO REACH, TURN WEST AT FOUR MILE CORNER FOR 225 YARDS, THEN SOUTH
 JB1852'INTO LANE LEADING
 JB1852'INTO GERHARD VAN DE LOOS HOUSE 150 YARDS, AND JUST
 JB1852'NORTH OF WHERE LANE TURNS WEST.
 JB1852'GERHARD VAN DE LOO OWNS THE LAND,
 JB1852'AND HIS HOUSE IS 200 YARDS SOUTHWEST OF THE STATION.
 JB1852'
 JB1852'REFERENCE MARK NO 1 IS SOUTH BY EAST OF THE STATION, SOUTHEAST OF
 JB1852'TURN IN LANE, IN
 JB1852'LINE WITH LANE TO THE NORTH AND 1.5 METERS NORTH OF
 JB1852'CENTER LINE OF LANE TO THE WEST.
 JB1852'
 JB1852'REFERENCE MARK NO 2 IS APPROXIAMTELY 100 METERS WEST OF THE STATION,
 JB1852'IN A
 JB1852'NORTH-AND-SOUTH FENCE LINE AND ABOUT 100 METERS NORTH OF THE
 JB1852'FARMHOUSE.
 JB1852
 JB1852                          STATION RECOVERY (1937)
 JB1852
 JB1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JB1852'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY P A S, 1930).
 JB1852
 JB1852                          STATION RECOVERY (1960)
 JB1852
 JB1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1852'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 JB1852'CONDITION.  THE DISTANCE
 JB1852'TO RM NO 1 AND RM NO 2 WAS MEASURED AND RM NO 1 CHECKED.
 JB1852'RM NO 2 WAS AN APPROXIMATE
 JB1852'DISTANCE ON OLD LIST AND HAD NOT BEEN
 JB1852'MEASURED UNTIL 1960.  THE DISTANCES ARE SHOWN
 JB1852'BELOW.  THE DIRECTION
 JB1852'TO RM NO 2 CHECKED, BUT A SLIGHT DIFFERENCE WAS FOUND TO RM NO
 JB1852'1.  STATION MARK,
 JB1852'RM NO 1 AND RM NO 2 WERE FOUND TO BE STAMPED
 JB1852'GEOFFERY.  THE STATION CARRIES
 JB1852'THE SPELLING GEOFFREY ON ALL LISTS WE
 JB1852'HAD ACCESS TO.
 JB1852'
 JB1852'DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 JB1852'
 JB1852'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF CARLYLE, 4 MILES
 JB1852'SOUTH-SOUTHWEST OF
 JB1852'BECKEMEYER AND 1.5 MILES NORTHEAST OF BARTELSO.
 JB1852'
 JB1852'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE
 JB1852'HIGHWAY 127 IN CARLYLE, GO
 JB1852'SOUTH ON STATE HIGHWAY 127 FOR 1.6 MILES TO A SIDE
 JB1852'ROAD RIGHT, TURN RIGHT AND GO
 JB1852'WEST AND SOUTHWEST FOR 5.0 MILES TO A
 JB1852'SIDE ROAD RIGHT, TURN RIGHT AND GO WEST 0.5 MILE
 JB1852'TO A SIDE ROAD LEFT,
 JB1852'TURN LEFT AND GO SOUTH FOR 0.1 MILE TO STATION ON RIGHT AS
 JB1852'DESCRIBED.
 JB1852'
 JB1852'STATION MARK, A STANDARD STATION MARK DISK STAMPED GEOFFREY 1881
 JB1852'1930, IS SET IN TOP OF A
 JB1852'CONCRETE POST WHICH IS SET 12 INCHES BELOW THE SURFACE OF
 JB1852'THE GROUND.  THE MARK IS 98
 JB1852'FEET NORTH OF THE CENTER OF A EAST-WEST
 JB1852'ROAD, 93 FEET NORTH-NORTHWEST OF A WITNESS
 JB1852'POST AND 18 FEET WEST OF
 JB1852'CENTER OF ROAD.
 JB1852'
 JB1852'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED
 JB1852'GEOFFERY NO 1 1881 1930,
 JB1852'IS SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS
 JB1852'SET FLUSH WITH THE GROUND.
 JB1852'THE MARK IS 22 FEET SOUTHEAST OF THE
 JB1852'CENTER OF THE ROAD AND 1 FOOT EAST OF THE
 JB1852'WITNESS POST.
 JB1852'
 JB1852'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED
 JB1852'GEOFFERY NO 1881 1930,
 JB1852'IS SET IN TOP OF A 18 INCH SQUARE CONCRETE POST WHICH
 JB1852'PROJECTS ABOUT 3 INCHES.  THE
 JB1852'MARK IS 33 FEET WEST OF A FIELD ROAD,
 JB1852'28 FEET SOUTHWEST OF A TELEPHONE POLE AND 9 FEET
 JB1852'WEST OF A FENCE.
 JB1852'
 JB1852'1960 OBSERVATION FOLLOW-
 JB1852
 JB1852                          STATION RECOVERY (1962)
 JB1852
 JB1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1852'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE FOUND IN
 JB1852'GOOD CONDITION.  THE
 JB1852'PROPERTY OWNER WOULD NOT GRANT PERMISSION TO OCCUPY
 JB1852'THE STATION, THEREFORE NO
 JB1852'MEASUREMENTS OR DIRECTIONS WERE CHECKED.
 JB1852'THE SURFACE MARK WAS LOWERED AND THE
 JB1852'UNDERGROUND MARK WAS RESET AT
 JB1852'THE REQUEST OF THE PROPERTY OWNED.
 JB1852'
 JB1852'THE 1960 DESCRIPTION AND TO REACH ARE ADEQUATE.
 JB1852'
 JB1852'THE OBSERVATIONS WERE MADE FROM AN ECCENTRIC POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2075 ***********************************************************************
 JA2075  DESIGNATION -  GEORGE
 JA2075  PID         -  JA2075
 JA2075  STATE/COUNTY-  IL/LAWRENCE
 JA2075  USGS QUAD   -  RUSSELLVILLE (1977)
 JA2075
 JA2075                         *CURRENT SURVEY CONTROL
 JA2075  ___________________________________________________________________
 JA2075* NAD 83(1997)-  38 45 43.39610(N)    087 36 18.04403(W)     ADJUSTED  
 JA2075* NAVD 88     -       130.7    (meters)     429.     (feet)  VERTCON   
 JA2075  ___________________________________________________________________
 JA2075  X           -     208,104.877 (meters)                     COMP
 JA2075  Y           -  -4,975,635.327 (meters)                     COMP
 JA2075  Z           -   3,971,816.141 (meters)                     COMP
 JA2075  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JA2075  ELLIP HEIGHT-          98.97  (meters)          (10/21/99) GPS OBS
 JA2075  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA2075
 JA2075  HORZ ORDER  -  THIRD
 JA2075  ELLP ORDER  -  FOURTH    CLASS I
 JA2075
 JA2075.This mark is at Lawrenceville Vincennes Intl Airport (LWV)
 JA2075
 JA2075.The horizontal coordinates were established by classical geodetic methods
 JA2075.and adjusted by the National Geodetic Survey in October 1999..
 JA2075
 JA2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2075
 JA2075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2075
 JA2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2075
 JA2075.The ellipsoidal height was determined by GPS observations
 JA2075.and is referenced to NAD 83.
 JA2075
 JA2075.The geoid height was determined by GEOID03.
 JA2075
 JA2075;                    North         East     Units Scale Factor Converg.
 JA2075;SPC IL E     -   232,815.508   363,301.398   MT  1.00002432   +0 27 21.6
 JA2075;SPC IL E     -   763,828.88  1,191,931.34   sFT  1.00002432   +0 27 21.6
 JA2075;SPC IN W     -   390,211.311   854,659.238   MT  0.99999197   -0 19 35.8
 JA2075;SPC IN W     - 1,280,218.28  2,803,994.52   sFT  0.99999197   -0 19 35.8
 JA2075;UTM  16      - 4,290,545.810   447,435.702   MT  0.99963402   -0 22 43.7
 JA2075
 JA2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2075!SPC IL E     -   0.99998447  x   1.00002432  =   1.00000879
 JA2075!SPC IN W     -   0.99998447  x   0.99999197  =   0.99997644
 JA2075!UTM  16      -   0.99998447  x   0.99963402  =   0.99961850
 JA2075
 JA2075|---------------------------------------------------------------------|
 JA2075| PID    Reference Object                     Distance      Geod. Az  |
 JA2075|                                                           dddmmss.s |
 JA2075| CG7875 GEORGE RM 1                          12.899 METERS 11954     |
 JA2075| JA1952 VINCENNES UNIV TV WVUT              APPROX.16.6 KM 1374307.2 |
 JA2075| CG7874 GEORGE AZ MK                        APPROX. 0.8 KM 1511127.9 |
 JA2075| JA2139 GEORGE AZ MK 2                      APPROX. 0.9 KM 1604648.7 |
 JA2075| JA2077 AIRPORT BCN LAWRENCEVILLE APT        58.292 METERS 18156     |
 JA2075| JA2076 BM 34 SAN                            49.453 METERS 18655     |
 JA2075| CG7876 GEORGE RM 2                          18.698 METERS 32422     |
 JA2075|---------------------------------------------------------------------|
 JA2075
 JA2075                          SUPERSEDED SURVEY CONTROL
 JA2075
 JA2075  NAD 83(1997)-  38 45 43.39634(N)    087 36 18.04389(W) AD(       ) 3
 JA2075  NAD 83(1986)-  38 45 43.40612(N)    087 36 18.04335(W) AD(       ) 3
 JA2075  NAD 27      -  38 45 43.24204(N)    087 36 17.95092(W) AD(       ) 3
 JA2075  NGVD 29 (06/25/91)  130.8    (m)          429.     (f) GPS OBS        
 JA2075
 JA2075.Superseded values are not recommended for survey control.
 JA2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2075.See file dsdata.txt to determine how the superseded data were derived.
 JA2075
 JA2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4743690546(NAD 83)
 JA2075_MARKER: DH = HORIZONTAL CONTROL DISK
 JA2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2075_SP_SET: CONCRETE POST
 JA2075_STAMPING: GEORGE 1968
 JA2075_MARK LOGO: CGS   
 JA2075_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2075+STABILITY: SURFACE MOTION
 JA2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2075+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1990
 JA2075
 JA2075  HISTORY     - Date     Condition        Report By
 JA2075  HISTORY     - 1968     MONUMENTED       CGS
 JA2075  HISTORY     - 1968     GOOD             CGS
 JA2075  HISTORY     - 19901025 GOOD             NGS
 JA2075
 JA2075                          STATION DESCRIPTION
 JA2075
 JA2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2075'THE STATION IS LOCATED AT THE WEST EDGE OF THE LAWRENCVILLE-VINCENNES
 JA2075'AIRPORT, WHICH WAS
 JA2075'ORIGINALLY U S AIRFORCE BASE GEORGE FIELD, ABOUT
 JA2075'4.5 MILES NORTHEAST OF LAWRENCEVILLE,
 JA2075'6 MILES SOUTHWEST OF
 JA2075'RUSSELVILLE, 7 MILES NORTHWEST OF VINCENNES AND ON
 JA2075'AIRPORT PROPERTY.
 JA2075'
 JA2075'TO REACH FROM THE INTERSECTION OF U S BUSINESS ROUTE AND STATE
 JA2075'HIGHWAY 1 IN
 JA2075'LAWRENCEVILLE, GO NORTH ON HIGHWAY 1 FOR 0.75 MILE TO U
 JA2075'S HIGHWAY 50.  TURN RIGHT AND
 JA2075'GO EAST ON HIGHWAY 50 FOR 3.0 MILES TO
 JA2075'AN EXIT RAMP ON THE RIGHT.  TURN RIGHT AND GO
 JA2075'SOUTHEAST ON THE EXIT
 JA2075'RAMP FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH AND
 JA2075'EAST ON A PAVED
 JA2075'ROAD FOR 1.35 MILES TO A FORK.  KEEP LEFT AND GO NORTHEAST
 JA2075'AND NORTH ON A PAVED ROAD
 JA2075'FOR 1.15 MILES TO A SIDE ROAD RIGHT.  TURN
 JA2075'RIGHT AND GO NORTHEASTERLY ON A PAVED ROAD
 JA2075'FOR 0.9 MILE TO A FORK.
 JA2075'KEEP LEFT AND GO NORTH ON A PAVED ROAD FOR 0.2 MILE TO A
 JA2075'CROSSROAD.  TURN
 JA2075'RIGHT AND GO EAST FOR 0.1 MILE TO THE END OF THE ROAD AND THE
 JA2075'STATION ON THE LEFT.
 JA2075'
 JA2075'STATION MARK, A STANDARD DISK STAMPED GEORGE 1968 IS SET IN THE TOP
 JA2075'OF A ROUND
 JA2075'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 JA2075'IT IS 16.4 FEET WEST OF A
 JA2075'FENCE AND THE AIRPORT RUNWAY, 37.3 FEET
 JA2075'NORTHWEST OF A FIRE HYDRANT, 81 FEET NORTH
 JA2075'OF THE CENTER OF A ROAD,
 JA2075'191 FEET NORTHEAST OF THE AIRPORT BEACON AND 231.4 FEET
 JA2075'NORTHEAST OF THE
 JA2075'NORTHWEST CORNER OF THE AIRPORT ADMINISTRATION BUILDING.
 JA2075'
 JA2075'RM 1, A STANDARD DISK STAMPED GEORGE NO 1 1968 IS CEMENTED IN A DRILL
 JA2075'HOLE IN A 2 FOOT
 JA2075'SQUARE CONCRETE SLAB.  IT IS 6 FEET WEST OF THE
 JA2075'FENCE AND RUNWAY, 5.4 FEET SOUTH OF
 JA2075'THE FIRE HYDRANT AND 48 FEET
 JA2075'NORTH OF THE CENTER OF THE PAVED ROAD.
 JA2075'
 JA2075'RM 2, A STANDARD DISK STAMPED GEORGE NO 2 1968 IS CEMENTED IN A DRILL
 JA2075'HOLE IN A 2 FOOT
 JA2075'SQUARE CONCRETE SLAB FLUSH WITH THE GROUND.  IT IS 6
 JA2075'FEET WEST OF THE FENCE AND AIRPORT
 JA2075'RUNWAY AND 150 FEET SOUTHEAST OF
 JA2075'THE SOUTHEAST CORNER OF AN AIRPLANE HANGAR.
 JA2075'
 JA2075'BENCH MARK 34 SAN (USGS) IS A U S GEOLOGICAL SURVEY DEPARTMENT OF THE
 JA2075'INTERIOR DISK,
 JA2075'STAMPED 34 SAN 1967 ELEV 429 FEET, SET IN THE TOP OF A
 JA2075'SQUARE CONCRETE MONUMENT 6 INCHES
 JA2075'BELOW THE GROUND SURFACE.  IT IS 4
 JA2075'FEET NORTHWEST OF A POWER POLE, 33 FEET NORTHWEST OF
 JA2075'THE AIRPORT
 JA2075'BEACON, 67.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE AIRPORT
 JA2075'ADMINISTRATION
 JA2075'BUILDING AND 72 FEET NORTHEAST OF THE NORTHWEST CORNER.
 JA2075'CORNER.
 JA2075'
 JA2075'AZ MK, A STANDARD DISK STAMPED GEORGE 1968 IS SET IN THE TOP OF A
 JA2075'ROUND CONCRETE
 JA2075'MONUMENT WHICH IS 2 INCHES BELOW THE GROUND SURFACE.
 JA2075'IT IS AT THE EAST EDGE OF A
 JA2075'NORTH-SOUTH RUNWAY, 7 FEET EAST OF THE
 JA2075'EDGE OF THE RUNWAY, 72 FEET NORTH OF A RUNWAY
 JA2075'LIGHT, 138 FEET SOUTH
 JA2075'OF A RUNWAY LIGHT AND 198 FEET SOUTH OF THE SOUTH EDGE OF AN
 JA2075'RUNWAY.
 JA2075'
 JA2075'TO REACH THE AZ MK FROM THE STATION, GO SOUTH ON A RUNWAY FOR 0.3
 JA2075'MILE.  TURN LEFT
 JA2075'AND GO SOUTHEAST ON A RUNWAY FOR 0.15 MILE TO THE
 JA2075'MAIN NORTH-SOUTH RUNWAY.  CONTINUE
 JA2075'EAST ACROSS THE RUNWAY TO THE MARK
 JA2075'AS DESCRIBED.
 JA2075'
 JA2075'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JA2075
 JA2075                          STATION RECOVERY (1968)
 JA2075
 JA2075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JA2075'RECOVERED IN GOOD CONDITION.
 JA2075
 JA2075                          STATION RECOVERY (1990)
 JA2075
 JA2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JA2075'STATION IS LOCATED ABOUT 8 KM (5.0 MI)  NORTHEAST OF LAWRENCEVILLE, AT
 JA2075'THE LAWRENCEVILLE-VINCENNES INTERNATIONAL AIRPORT, IN A LAWN AREA
 JA2075'ABOUT 75 M (246.1 FT) NORTH OF THE CIRCULAR AIRPORT ADMINISTRATION
 JA2075'BUILDING, ON THE NORTH EDGE OF SECTION 26, T 4 N, R 11 W.
 JA2075'OWNERSHIP--BI-STATE AIRPORT AUTHORITY, RR 4, BOX 195, LAWRENCEVILLE,
 JA2075'IL 62439.  AIRPORT MANAGER IS KURTIS SCHWARTZ, PHONE 812-886-4245.
 JA2075'TO REACH FROM THE COURTHOUSE IN LAWRENCEVILLE, GO EAST ON US HIGHWAY
 JA2075'50 BUSINESS FOR 3.59 KM (2.23 MI)  TO ITS JUNCTION WITH US HIGHWAY
 JA2075'50. GO EAST ON HIGHWAY 50 FOR 1.30 KM (0.81 MI)  TO JUNCTION WITH
 JA2075'AIRPORT ROAD.  TURN LEFT, NORTH, ON AIRPORT ROAD FOR 2.04 KM
 JA2075'(1.27 MI) TO A FORK.  KEEP LEFT, NORTH, ON MAIN ROAD FOR 1.89 KM
 JA2075'(1.17 MI) TO A FORK.  BEAR RIGHT, NORTHEAST, FOR 1.43 KM (0.89 MI) TO
 JA2075'A FORK. BEAR RIGHT, EAST, THEN NORTH, FOR 0.41 KM (0.25 MI)  TO A
 JA2075'CROSS STREET JUST PAST THE ADMINISTRATION BUILDING.  TURN RIGHT,
 JA2075'NORTHEAST, ON PAVED DRIVE FOR 70 M (229.7 FT) TO THE STATION ON THE
 JA2075'LEFT.
 JA2075'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 25-CM ROUND
 JA2075'CONCRETE POST 5 CM BELOW GROUND.  IT IS 4.9 M (16.1 FT)  SOUTHWEST OF
 JA2075'A FIBERGLASS WITNESS POST IN FENCELINE AT APRON EDGE, 12 M (39.4 FT)
 JA2075'EAST-NORTHEAST OF EDGE OF A CIRCULAR DRIVE, 11.3 M (37.1 FT) WEST OF A
 JA2075'HYDRANT, 21.3 M (69.9 FT)  NORTH-NORTHWEST OF EDGE OF THE PAVED
 JA2075'DRIVE, AND 35.7 M (117.1 FT)  NORTH OF NORTHWEST CORNER OF A SMALL
 JA2075'BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG7874 ***********************************************************************
 CG7874  DESIGNATION -  GEORGE AZ MK
 CG7874  PID         -  CG7874
 CG7874  STATE/COUNTY-  IL/LAWRENCE
 CG7874  USGS QUAD   -  RUSSELLVILLE (1977)
 CG7874
 CG7874                         *CURRENT SURVEY CONTROL
 CG7874  ___________________________________________________________________
 CG7874* NAD 83(1997)-  38 45 21.23932(N)    087 36 02.48223(W)     ADJUSTED  
 CG7874* NAVD 88     -       129.4    (meters)     425.     (feet)  VERTCON   
 CG7874  ___________________________________________________________________
 CG7874  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 CG7874  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 CG7874
 CG7874  HORZ ORDER  -  SECOND
 CG7874
 CG7874.The horizontal coordinates were established by classical geodetic methods
 CG7874.and adjusted by the National Geodetic Survey in October 1999..
 CG7874
 CG7874.The NAVD 88 height was computed by applying the VERTCON shift value to
 CG7874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CG7874
 CG7874.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG7874
 CG7874.The geoid height was determined by GEOID03.
 CG7874
 CG7874;                    North         East     Units Scale Factor Converg.
 CG7874;SPC IL E     -   232,135.277   363,682.577   MT  1.00002492   +0 27 31.2
 CG7874;SPC IL E     -   761,597.15  1,193,181.92   sFT  1.00002492   +0 27 31.2
 CG7874;UTM  16      - 4,289,860.367   447,806.786   MT  0.99963354   -0 22 33.8
 CG7874
 CG7874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG7874!SPC IL E     -   0.99998467  x   1.00002492  =   1.00000959
 CG7874!UTM  16      -   0.99998467  x   0.99963354  =   0.99961822
 CG7874
 CG7874                          SUPERSEDED SURVEY CONTROL
 CG7874
 CG7874  NAD 83(1997)-  38 45 21.23954(N)    087 36 02.48212(W) AD(       ) 2
 CG7874  NAD 83(1986)-  38 45 21.24939(N)    087 36 02.48137(W) AD(       ) 2
 CG7874  NGVD 29 (06/25/91)  129.5    (m)          425.     (f) VERT ANG       
 CG7874
 CG7874.Superseded values are not recommended for survey control.
 CG7874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG7874.See file dsdata.txt to determine how the superseded data were derived.
 CG7874
 CG7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4780789860(NAD 83)
 CG7874
 CG7874  HISTORY     - Date     Condition        Report By
 CG7874  HISTORY     - 1968     MONUMENTED       CGS
 CG7874
 CG7874                          STATION DESCRIPTION
 CG7874
 CG7874'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CG7874'AZ MK, A STANDARD DISK STAMPED GEORGE 1968 IS SET IN THE TOP OF A
 CG7874'ROUND CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE GROUND
 CG7874'SURFACE.  IT IS AT THE EAST EDGE OF A NORTH-SOUTH RUNWAY, 7 FEET
 CG7874'7 FEET EAST OF THE EDGE OF THE RUNWAY, 72 FEET NORTH OF A RUNWAY
 CG7874'LIGHT, 138 FEET SOUTH  OF A RUNWAY LIGHT AND 198 FEET SOUTH OF
 CG7874'THE SOUTH EDGE OF AN RUNWAY.
 CG7874'
 CG7874'TO REACH THE AZ MK FROM THE STATION, GO SOUTH ON A RUNWAY FOR 0.3
 CG7874'MILE.  TURN LEFT AND GO SOUTHEAST ON A RUNWAY FOR 0.15 MILE TO
 CG7874'THE MAIN NORTH-SOUTH RUNWAY.  CONTINUE  EAST ACROSS THE RUNWAY TO
 CG7874'THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2139 ***********************************************************************
 JA2139  DESIGNATION -  GEORGE AZ MK 2
 JA2139  PID         -  JA2139
 JA2139  STATE/COUNTY-  IL/LAWRENCE
 JA2139  USGS QUAD   -  RUSSELLVILLE (1977)
 JA2139
 JA2139                         *CURRENT SURVEY CONTROL
 JA2139  ___________________________________________________________________
 JA2139* NAD 83(1997)-  38 45 14.48275(N)    087 36 05.17128(W)     ADJUSTED  
 JA2139* NAVD 88     -       129.0    (meters)     423.     (feet)  VERTCON   
 JA2139  ___________________________________________________________________
 JA2139  X           -     208,438.704 (meters)                     COMP
 JA2139  Y           -  -4,976,178.692 (meters)                     COMP
 JA2139  Z           -   3,971,119.820 (meters)                     COMP
 JA2139  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 JA2139  ELLIP HEIGHT-          97.28  (meters)          (10/21/99) GPS OBS
 JA2139  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JA2139
 JA2139  HORZ ORDER  -  FIRST
 JA2139  ELLP ORDER  -  FOURTH    CLASS I
 JA2139
 JA2139.This mark is at Lawrenceville Vincennes Intl Airport (LWV)
 JA2139
 JA2139.The horizontal coordinates were established by GPS observations
 JA2139.and adjusted by the National Geodetic Survey in October 1999..
 JA2139
 JA2139.The NAVD 88 height was computed by applying the VERTCON shift value to
 JA2139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JA2139
 JA2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA2139
 JA2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2139
 JA2139.The ellipsoidal height was determined by GPS observations
 JA2139.and is referenced to NAD 83.
 JA2139
 JA2139.The geoid height was determined by GEOID03.
 JA2139
 JA2139;                    North         East     Units Scale Factor Converg.
 JA2139;SPC IL E     -   231,926.412   363,619.316   MT  1.00002482   +0 27 29.4
 JA2139;SPC IL E     -   760,911.90  1,192,974.37   sFT  1.00002482   +0 27 29.4
 JA2139;SPC IN W     -   389,317.984   854,964.974   MT  0.99999163   -0 19 27.6
 JA2139;SPC IN W     - 1,277,287.42  2,804,997.59   sFT  0.99999163   -0 19 27.6
 JA2139;UTM  16      - 4,289,652.526   447,740.514   MT  0.99963363   -0 22 35.4
 JA2139
 JA2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2139!SPC IL E     -   0.99998474  x   1.00002482  =   1.00000956
 JA2139!SPC IN W     -   0.99998474  x   0.99999163  =   0.99997637
 JA2139!UTM  16      -   0.99998474  x   0.99963363  =   0.99961837
 JA2139
 JA2139:                Primary Azimuth Mark                     Grid Az
 JA2139:SPC IL E     -  GEORGE                                   340 19 27.4
 JA2139:SPC IN W     -  GEORGE                                   341 06 24.4
 JA2139:UTM  16      -  GEORGE                                   341 09 32.2
 JA2139
 JA2139|---------------------------------------------------------------------|
 JA2139| PID    Reference Object                     Distance      Geod. Az  |
 JA2139|                                                           dddmmss.s |
 JA2139| JA2075 GEORGE                              APPROX. 0.9 KM 3404656.8 |
 JA2139|---------------------------------------------------------------------|
 JA2139
 JA2139                          SUPERSEDED SURVEY CONTROL
 JA2139
 JA2139  NAD 83(1997)-  38 45 14.48299(N)    087 36 05.17114(W) AD(       ) 1
 JA2139  NAD 83(1986)-  38 45 14.49277(N)    087 36 05.17060(W) AD(       ) 1
 JA2139  NGVD 29 (06/25/91)  129.1    (m)          424.     (f) GPS OBS        
 JA2139
 JA2139.Superseded values are not recommended for survey control.
 JA2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2139.See file dsdata.txt to determine how the superseded data were derived.
 JA2139
 JA2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4774189653(NAD 83)
 JA2139_MARKER: I = METAL ROD
 JA2139_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JA2139_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JA2139_STAMPING: GEORGE AZ MK 2 1990
 JA2139_MARK LOGO: NGS   
 JA2139_PROJECTION: FLUSH
 JA2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2139+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JA2139_ROD/PIPE-DEPTH: 30.4 meters
 JA2139_SLEEVE-DEPTH  : 1.0 meters
 JA2139
 JA2139  HISTORY     - Date     Condition        Report By
 JA2139  HISTORY     - 1990     MONUMENTED       NGS
 JA2139
 JA2139                          STATION DESCRIPTION
 JA2139
 JA2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JA2139'STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTHEAST OF LAWRENCEVILLE,AT
 JA2139'THE LAWRENCEVILLE-VINCENNES INTERNATIONAL AIRPORT, AT THE SOUTH END
 JA2139'OF RUNWAY 18-36, AT JUNCTION OF THE TAXI, IN CENTRAL SECTION 26, T 4
 JA2139'N, R 11 W. OWNERSHIP--BI-STATE AIRPORT AUTHORITY, RR 4, BOX 195,
 JA2139'LAWRENCEVILLE, IL 62439.  AIRPORT MANAGER IS KURTIS SCHWARTZ, PHONE
 JA2139'812-886-4245.
 JA2139'TO REACH FROM THE COURTHOUSE IN LAWRENCEVILLE, GO EAST ON US HIGHWAY
 JA2139'50 BUSINESS FOR 3.59 KM (2.23 MI) TO ITS JUNCTION WITH US HIGHWAY 50.
 JA2139'GO EAST ON HIGHWAY 50 FOR 1.30 KM (0.81 MI) TO JUNCTION WITH AIRPORT
 JA2139'ROAD.  TURN LEFT, NORTH, ON AIRPORT ROAD FOR 2.04 KM (1.27 MI) TO A
 JA2139'FORK.  KEEP LEFT, NORTH, ON MAIN ROAD FOR 1.89 KM (1.17 MI) TO A
 JA2139'FORK.  BEAR RIGHT, NORTHEAST, FOR 1.43 KM (0.89 MI) TO A FORK.  BEAR
 JA2139'RIGHT, EAST, THEN NORTH, FOR 0.35 KM (0.22 MI) TO CIRCULAR
 JA2139'ADMINISTRATION BUILDING ON THE RIGHT.  TURN RIGHT, EAST ON DRIVE ON
 JA2139'SOUTH SIDE OF ADMINISTRATION BUILDING FOR 50 M (164.0 FT) TO A GATE
 JA2139'AT APRON.  PASS THROUGH GATE, THEN TURN RIGHT, SOUTH, ON APRON, THE
 JA2139'TAXI FOR 0.92 KM (0.57 MI) TO RUNWAY 36 AND THE STATION ON THE LEFT.
 JA2139'STATION IS 41.3 M (135.5 FT) WEST OF THE CENTERLINE OF THE RUNWAY,
 JA2139'26.0 M (85.3 FT) NORTH OF THE CENTERLINE OF THE TAXI APPROACH, 33.65
 JA2139'M (110.40 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE SLAB
 JA2139'FOUNDATION FOR A TAXIWAY GUIDANCE R SIGN, 19.8 M (65.0 FT)
 JA2139'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE SLAB FOUNDATION FOR
 JA2139'A RUNWAY GUIDANCE E SIGN, 15.6 M (51.2 FT) NORTH OF A PURPLE TAXI
 JA2139'LIGHT, AT A WOODEN FLAGGED STAKE.
 JA2139'DESCRIBED BY G.F.S. NOTE-GEORGE AZ MK 2 1968 WAS SEARCHED FOR AT THE
 JA2139'END OF RUNWAY 36, NO ORIGINAL DESCRIPTION WAS MADE AVAILABLE TO THIS
 JA2139'PARTY, STATION WAS NOT RECOVERED AND A NEW AZ MK 2 1990 WAS
 JA2139'ESTABLISHED BY MARK SETTER AND DESIGNATED BY COP. ROD WAS DRIVEN TO
 JA2139'REQUIRED DRIVING RATE AND ANCHORED. CONTACT MUST BE MADE WITH AIRPORT
 JA2139'MANAGER BEFORE WORK, VERY BUSY AIRPORT AT TIMES DUE TO STUDENT PILOT
 JA2139'TRAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1510 ***********************************************************************
 NH1510  DESIGNATION -  GERMAN VALLEY CHRIS REFORM CH
 NH1510  PID         -  NH1510
 NH1510  STATE/COUNTY-  IL/STEPHENSON
 NH1510  USGS QUAD   -  GERMAN VALLEY (1983)
 NH1510
 NH1510                         *CURRENT SURVEY CONTROL
 NH1510  ___________________________________________________________________
 NH1510* NAD 83(1997)-  42 13 49.62267(N)    089 27 16.27643(W)     ADJUSTED  
 NH1510* NAVD 88     -                                                        
 NH1510  ___________________________________________________________________
 NH1510  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 NH1510  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NH1510
 NH1510  HORZ ORDER  -  THIRD
 NH1510
 NH1510.The horizontal coordinates were established by classical geodetic methods
 NH1510.and adjusted by the National Geodetic Survey in October 1999..
 NH1510
 NH1510
 NH1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1510
 NH1510.The geoid height was determined by GEOID03.
 NH1510
 NH1510;                    North         East     Units Scale Factor Converg.
 NH1510;SPC IL W     -   617,924.061   758,785.119   MT  0.99998368   +0 28 43.2
 NH1510;SPC IL W     - 2,027,305.86  2,489,447.51   sFT  0.99998368   +0 28 43.2
 NH1510;UTM  16      - 4,678,280.357   297,451.399   MT  1.00010482   -1 39 01.0
 NH1510
 NH1510                          SUPERSEDED SURVEY CONTROL
 NH1510
 NH1510  NAD 83(1997)-  42 13 49.62262(N)    089 27 16.27654(W) AD(       ) 4
 NH1510  NAD 83(1986)-  42 13 49.62231(N)    089 27 16.28004(W) AD(       ) 4
 NH1510  NAD 27      -  42 13 49.54300(N)    089 27 15.86600(W) AD(       ) 3
 NH1510
 NH1510.Superseded values are not recommended for survey control.
 NH1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1510.See file dsdata.txt to determine how the superseded data were derived.
 NH1510
 NH1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9745178280(NAD 83)
 NH1510_MARKER: 90 = CHURCH SPIRE
 NH1510
 NH1510  HISTORY     - Date     Condition        Report By
 NH1510  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1510  HISTORY     - 19960930 MARK NOT FOUND   USPSQD
 NH1510  HISTORY     - 20011210 GOOD             USPSQD
 NH1510
 NH1510                          STATION DESCRIPTION
 NH1510
 NH1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1510'STATION IS THE TOP OF THE SPIRE OF THE GERMAN VALLEY CHRISTIAN
 NH1510'REFORMED CHURCH LOCATED IN THE SECTION KNOWN AS GERMAN VALLEY.
 NH1510'THE CHURCH BUILDING IS A WHITE FRAME STRUCTURE WITH THE SPIRE
 NH1510'ON THE WEST SIDE AND ABOUT 65 FEET HIGH AND HAS SLATE
 NH1510'SHINGLE ROOF.  IT IS ABOUT 250 NORTHEAST OF A GRAVEL CROSSROAD.
 NH1510
 NH1510                          STATION RECOVERY (1996)
 NH1510
 NH1510'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1510'MARK NOT FOUND.
 NH1510
 NH1510                          STATION RECOVERY (2001)
 NH1510
 NH1510'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0211 ***********************************************************************
 JB0211  DESIGNATION -  GERNAND
 JB0211  PID         -  JB0211
 JB0211  STATE/COUNTY-  IL/WAYNE
 JB0211  USGS QUAD   -  BOYLESTON (1971)
 JB0211
 JB0211                         *CURRENT SURVEY CONTROL
 JB0211  ___________________________________________________________________
 JB0211* NAD 83(1997)-  38 16 18.08550(N)    088 25 33.73373(W)     ADJUSTED  
 JB0211* NAVD 88     -       114.904  (meters)     376.98   (feet)  ADJUSTED  
 JB0211  ___________________________________________________________________
 JB0211  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 JB0211  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 JB0211  DYNAMIC HT  -         114.831 (meters)     376.74  (feet)  COMP
 JB0211  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JB0211
 JB0211  HORZ ORDER  -  SECOND
 JB0211  VERT ORDER  -  SECOND    CLASS 0
 JB0211
 JB0211.The horizontal coordinates were established by classical geodetic methods
 JB0211.and adjusted by the National Geodetic Survey in October 1999..
 JB0211
 JB0211.The orthometric height was determined by differential leveling
 JB0211.and adjusted by the National Geodetic Survey in June 1991..
 JB0211
 JB0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0211
 JB0211.The geoid height was determined by GEOID03.
 JB0211
 JB0211.The dynamic height is computed by dividing the NAVD 88
 JB0211.geopotential number by the normal gravity value computed on the
 JB0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0211.degrees latitude (g = 980.6199 gals.).
 JB0211
 JB0211.The modeled gravity was interpolated from observed gravity values.
 JB0211
 JB0211;                    North         East     Units Scale Factor Converg.
 JB0211;SPC IL E     -   178,135.541   291,887.930   MT  0.99997581   -0 03 26.7
 JB0211;SPC IL E     -   584,433.02    957,635.65   sFT  0.99997581   -0 03 26.7
 JB0211;UTM  16      - 4,236,921.961   375,258.043   MT  0.99979164   -0 53 00.2
 JB0211
 JB0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0211!SPC IL E     -   0.99998675  x   0.99997581  =   0.99996256
 JB0211!UTM  16      -   0.99998675  x   0.99979164  =   0.99977839
 JB0211
 JB0211:                Primary Azimuth Mark                     Grid Az
 JB0211:SPC IL E     -  GERNAND AZ MK                            002 51 05.4
 JB0211:UTM  16      -  GERNAND AZ MK                            003 40 38.9
 JB0211
 JB0211|---------------------------------------------------------------------|
 JB0211| PID    Reference Object                     Distance      Geod. Az  |
 JB0211|                                                           dddmmss.s |
 JB0211| CI3679 GERNAND AZ MK                                      0024738.7 |
 JB0211| JB0210 GERNAND RM 1                         25.266 METERS 00524     |
 JB0211| JB0218 FELIX                               APPROX. 4.5 KM 0915712.1 |
 JB0211| JB0212 GERNAND RM 2                         71.100 METERS 18746     |
 JB0211|---------------------------------------------------------------------|
 JB0211
 JB0211                          SUPERSEDED SURVEY CONTROL
 JB0211
 JB0211  NAD 83(1997)-  38 16 18.09250(N)    088 25 33.73230(W) AD(       ) 2
 JB0211  NAD 83(1997)-  38 16 18.09689(N)    088 25 33.73323(W) AD(       ) 2
 JB0211  NAD 83(1986)-  38 16 18.09873(N)    088 25 33.73383(W) AD(       ) 2
 JB0211  NAD 27      -  38 16 17.92794(N)    088 25 33.55821(W) AD(       ) 2
 JB0211  NGVD 29 (??/??/92)  115.027  (m)          377.38   (f) ADJ UNCH    2 0
 JB0211
 JB0211.Superseded values are not recommended for survey control.
 JB0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0211.See file dsdata.txt to determine how the superseded data were derived.
 JB0211
 JB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH7525836922(NAD 83)
 JB0211_MARKER: DE = TRAVERSE STATION DISK
 JB0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0211_STAMPING: GERNAND 1961
 JB0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0211+STABILITY: SURFACE MOTION
 JB0211
 JB0211  HISTORY     - Date     Condition        Report By
 JB0211  HISTORY     - 1961     MONUMENTED       CGS
 JB0211  HISTORY     - 1961     GOOD             CGS
 JB0211  HISTORY     - 1961     GOOD             CGS
 JB0211  HISTORY     - 1961     GOOD             NGS
 JB0211
 JB0211                          STATION DESCRIPTION
 JB0211
 JB0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0211'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF FAIRFIELD, ABOUT
 JB0211'4.75 MILES WEST-NORTHWEST
 JB0211'OF MILL SHOALS, ABOUT 4 MILES WEST OF U S HIGHWAY 45
 JB0211'AND ABOUT 1 MILE NORTH OF THE
 JB0211'WAYNE-HAMILTON COUNTY LINE.
 JB0211'
 JB0211'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 45 AND STATE
 JB0211'HIGHWAY 15 IN FAIRFIELD,
 JB0211'GO SOUTH ON U S HIGHWAY 45 FOR 4.3 MILES TO A SIDE ROAD
 JB0211'RIGHT, TURN RIGHT, GO WEST ON
 JB0211'GRAVEL ROAD FOR 0.5 MILE TO THE NEW
 JB0211'HOPE SCHOOL ON LEFT AND A T ROAD, TURN LEFT, GO
 JB0211'SOUTH FOR 1 MILE TO A
 JB0211'SIDE ROAD RIGHT, TURN RIGHT, GO WEST FOR 1.55 MILES TO A T ROAD,
 JB0211'TURN LEFT, GO
 JB0211'SOUTH FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO
 JB0211'WEST FOR 1.5 MILES TO A
 JB0211'SIDE ROAD LEFT, TURN LEFT, GO SOUTH FOR 1.9
 JB0211'MILES TO THE AZIMUTH MARK ON THE LEFT,
 JB0211'CONTINUE SOUTH FOR 0.1 MILE TO
 JB0211'THE STATION ON LEFT JUST BEFORE REACHING POINT WHERE THE
 JB0211'ROAD TURN RIGHT.
 JB0211'
 JB0211'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JB0211'CONCRETE POST WHICH IS SET
 JB0211'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0211'GERNAND 1961.  THE MARK IS 30 FEET
 JB0211'SOUTH OF A TELEPHONE POLE WITH A
 JB0211'TRIANGLE BLAZE, 21 FEET EAST OF THE CENTER OF ROAD
 JB0211'AND 4.7 FEET WEST OF A WITNESS POST.
 JB0211'
 JB0211'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF 12 INCH
 JB0211'SQUARE CONCRETE POST
 JB0211'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0211'IS STAMPED GERNAND NO 1 1961.
 JB0211'THE MARK IS 83.2 FEET NORTH OF WITNESS
 JB0211'POST, 53.5 FEET NORTH OF A TELEPHONE POLE WITH A
 JB0211'TRIANGLE BLAZE AND
 JB0211'25 FEET EAST OF CENTER OF ROAD.
 JB0211'
 JB0211'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF 12 INCH
 JB0211'SQUARE CONCRETE POST
 JB0211'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0211'IS STAMPED GERNAND NO 2 1961.
 JB0211'THE MARK IS EAST-NORTHEAST OF THE
 JB0211'SOUTHEAST CORNER OF BRIDGE, 47 FEET
 JB0211'EAST-NORTHEAST OF CENTER OF A
 JB0211'TRACK ROAD, 33 FEET SOUTHEAST OF CENTER OF CURVE IN
 JB0211'ROAD AND 9.5 FEET
 JB0211'WEST-SOUTHWEST OF A LARGE TREE.
 JB0211'
 JB0211'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB0211'CONCRETE POST WHICH IS SET
 JB0211'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0211'GERNAND 1961.  THE MARK IS 29 FEET
 JB0211'EAST OF CENTER OF ROAD, 25 FEET
 JB0211'NORTH-NORTHEAST OF TELEPHONE POLE WITH A TRIANGLE
 JB0211'BLAZE AND 3.0 FEET
 JB0211'EAST OF WITNESS POST.
 JB0211'
 JB0211'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 JB0211
 JB0211                          STATION RECOVERY (1961)
 JB0211
 JB0211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB0211'THE STATION WAS RECOVERED AS DESCRIBED.  AT THE REQUEST OF THE
 JB0211'RIGHTFUL PROPERTY
 JB0211'OWNER, MR PETER L GERNAND OF ROUTE 2, POTOMAC, ILLINOIS, THE
 JB0211'STAMPING ON THE MARKS WAS
 JB0211'CHANGED FROM COX 1961 TO GERNAND 1961.  THE
 JB0211'UNDERGROUND STATION MARK WAS NOT RESTAMPED
 JB0211'AND STILL READS COX 1961.
 JB0211'
 JB0211'THESE CORRECTIONS SHOULD BE MADE TO THE ORIGINAL DESCRIPTION.
 JB0211
 JB0211                          STATION RECOVERY (1961)
 JB0211
 JB0211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0211'6.2 MI SW FROM BARNHILL.
 JB0211'ABOUT 1.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 JB0211'BARNHILL, THENCE 0.75 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JB0211'0.5 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE NORTH ALONG
 JB0211'A GRAVEL ROAD, THENCE 1.5 MILE WEST ALONG A GRAVEL ROAD, THENCE
 JB0211'2.0 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.05 MILE NORTHEAST
 JB0211'OF THE BRIDGE OVER SKILLET FORK DRAINAGE DITCH, NEAR THE JUNCTION
 JB0211'OF A DIM ROAD EAST, 21 FEET EAST OF THE CENTER OF THE ROAD, 262
 JB0211'FEET NORTH OF THE CENTER OF THE DIM ROAD EAST, 29 FEET SOUTH OF
 JB0211'A TRIANGLE BLAZED TELEPHONE POLE, 23.5 FEET NORTHWEST OF A 15
 JB0211'INCH OAK TREE, 5.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 JB0211'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 JB0211'FLUSH WITH THE GROUND.  THIS MARK MAY ALSO BE REACHED FROM THE
 JB0211'POST OFFICE IN BARNHILL BY GOING 1.25 MILES WEST ALONG A GRAVEL
 JB0211'ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 2.0 MILES
 JB0211'WEST ALONG A DIM WOODS ROAD.
 JB0211
 JB0211                          STATION RECOVERY (1961)
 JB0211
 JB0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JB0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0210 ***********************************************************************
 JB0210  DESIGNATION -  GERNAND RM 1
 JB0210  PID         -  JB0210
 JB0210  STATE/COUNTY-  IL/WAYNE
 JB0210  USGS QUAD   -  BOYLESTON (1971)
 JB0210
 JB0210                         *CURRENT SURVEY CONTROL
 JB0210  ___________________________________________________________________
 JB0210* NAD 83(1986)-  38 16 17.     (N)    088 25 33.     (W)     SCALED    
 JB0210* NAVD 88     -       114.996  (meters)     377.28   (feet)  ADJUSTED  
 JB0210  ___________________________________________________________________
 JB0210  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 JB0210  DYNAMIC HT  -         114.922 (meters)     377.04  (feet)  COMP
 JB0210  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JB0210
 JB0210  VERT ORDER  -  SECOND    CLASS 0
 JB0210
 JB0210.The horizontal coordinates were scaled from a topographic map and have
 JB0210.an estimated accuracy of +/- 6 seconds.
 JB0210
 JB0210.The orthometric height was determined by differential leveling
 JB0210.and adjusted by the National Geodetic Survey in June 1991..
 JB0210
 JB0210.The geoid height was determined by GEOID03.
 JB0210
 JB0210.The dynamic height is computed by dividing the NAVD 88
 JB0210.geopotential number by the normal gravity value computed on the
 JB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0210.degrees latitude (g = 980.6199 gals.).
 JB0210
 JB0210.The modeled gravity was interpolated from observed gravity values.
 JB0210
 JB0210;                    North         East    Units  Estimated Accuracy
 JB0210;SPC IL E     -   178,100.      291,910.      MT  (+/- 180 meters Scaled)
 JB0210
 JB0210                          SUPERSEDED SURVEY CONTROL
 JB0210
 JB0210  NGVD 29 (??/??/92)  115.118  (m)          377.68   (f) ADJ UNCH    2 0
 JB0210
 JB0210.Superseded values are not recommended for survey control.
 JB0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0210.See file dsdata.txt to determine how the superseded data were derived.
 JB0210
 JB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH752368(NAD 83)
 JB0210_MARKER: DR = REFERENCE MARK DISK
 JB0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0210_STAMPING: GERNAND NO 1 1961
 JB0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0210+STABILITY: SURFACE MOTION
 JB0210
 JB0210  HISTORY     - Date     Condition        Report By
 JB0210  HISTORY     - 1961     MONUMENTED       CGS
 JB0210  HISTORY     - 1961     GOOD             NGS
 JB0210
 JB0210                          STATION DESCRIPTION
 JB0210
 JB0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0210'6.2 MI SW FROM BARNHILL.
 JB0210'ABOUT 1.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 JB0210'BARNHILL, THENCE 0.75 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 JB0210'0.5 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE NORTH ALONG
 JB0210'A GRAVEL ROAD, THENCE 1.5 MILES WEST ALONG A GRAVEL ROAD, THENCE
 JB0210'2.0 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.05 MILE NORTHEAST
 JB0210'OF THE BRIDGE OVER SKILLET FORK DRAINAGE DITCH, NEAR THE
 JB0210'JUNCTION OF A DIM ROAD EAST, 25 FEET EAST OF THE CENTER OF THE
 JB0210'ROAD, 344 FEET NORTH OF THE CENTER OF THE DIM ROAD EAST, 54 FEET
 JB0210'NORTH OF A TRIANGLE BLAZED TELEPHONE POLE, 82.9 FEET NORTH OF
 JB0210'TRAVERSE STATION GERNAND, 83.1 FEET NORTH OF A METAL WITNESS
 JB0210'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB0210'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  THIS MARK MAY ALSO
 JB0210'BE REACHED FROM THE POST OFFICE IN BARNHILL BY GOING 1.25 MILES
 JB0210'WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT
 JB0210'ROAD, THENCE 2.0 MILES WEST ALONG A DIM WOODS ROAD.
 JB0210
 JB0210                          STATION RECOVERY (1961)
 JB0210
 JB0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JB0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0212 ***********************************************************************
 JB0212  DESIGNATION -  GERNAND RM 2
 JB0212  PID         -  JB0212
 JB0212  STATE/COUNTY-  IL/WAYNE
 JB0212  USGS QUAD   -  BOYLESTON (1971)
 JB0212
 JB0212                         *CURRENT SURVEY CONTROL
 JB0212  ___________________________________________________________________
 JB0212* NAD 83(1986)-  38 16 17.     (N)    088 25 33.     (W)     SCALED    
 JB0212* NAVD 88     -       114.988  (meters)     377.26   (feet)  ADJUSTED  
 JB0212  ___________________________________________________________________
 JB0212  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 JB0212  DYNAMIC HT  -         114.915 (meters)     377.02  (feet)  COMP
 JB0212  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 JB0212
 JB0212  VERT ORDER  -  SECOND    CLASS 0
 JB0212
 JB0212.The horizontal coordinates were scaled from a topographic map and have
 JB0212.an estimated accuracy of +/- 6 seconds.
 JB0212
 JB0212.The orthometric height was determined by differential leveling
 JB0212.and adjusted by the National Geodetic Survey in June 1991..
 JB0212
 JB0212.The geoid height was determined by GEOID03.
 JB0212
 JB0212.The dynamic height is computed by dividing the NAVD 88
 JB0212.geopotential number by the normal gravity value computed on the
 JB0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0212.degrees latitude (g = 980.6199 gals.).
 JB0212
 JB0212.The modeled gravity was interpolated from observed gravity values.
 JB0212
 JB0212;                    North         East    Units  Estimated Accuracy
 JB0212;SPC IL E     -   178,100.      291,910.      MT  (+/- 180 meters Scaled)
 JB0212
 JB0212                          SUPERSEDED SURVEY CONTROL
 JB0212
 JB0212  NGVD 29 (??/??/92)  115.111  (m)          377.66   (f) ADJ UNCH    2 0
 JB0212
 JB0212.Superseded values are not recommended for survey control.
 JB0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0212.See file dsdata.txt to determine how the superseded data were derived.
 JB0212
 JB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH752368(NAD 83)
 JB0212_MARKER: DR = REFERENCE MARK DISK
 JB0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0212_STAMPING: GERNAND NO 2 1961
 JB0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0212+STABILITY: SURFACE MOTION
 JB0212
 JB0212  HISTORY     - Date     Condition        Report By
 JB0212  HISTORY     - 1961     MONUMENTED       CGS
 JB0212  HISTORY     - 1961     GOOD             NGS
 JB0212
 JB0212                          STATION DESCRIPTION
 JB0212
 JB0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0212'6.2 MI SW FROM BARNHILL.
 JB0212'ABOUT 1.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN
 JB0212'BARNHILL, THENCE 0.75 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.5
 JB0212'WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILE NORTH ALONG A GRAVEL
 JB0212'ROAD, THENCE 1.5 MILE WEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES
 JB0212'SOUTH ALONG A GRAVEL ROAD, NEAR THE BRIDGE OVER SKILLET FORK
 JB0212'DRAINAGE DITCH, AND AT THE JUNCTION OF A DIM ROAD EAST, 33 FEET
 JB0212'EAST OF THE CENTER OF THE ROAD, 28 FEET NORTH OF THE CENTER OF
 JB0212'THE DIM ROAD EAST, 90 FEET NORTHEAST OF THE EAST END OF THE
 JB0212'SOUTH METAL GUARDRAIL OF THE BRIDGE OVER SKILLET FORK DRAINAGE
 JB0212'DITCH, 87 FEET SOUTH OF A TELEPHONE POLE, 10 FEET SOUTHWEST OF A
 JB0212'36 INCH ELM TREE, 233.5 FEET SOUTH OF TRAVERSE STATION GERNAND,
 JB0212'234.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 0.5 FEET ABOVE
 JB0212'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB0212'PROJECTING 2 INCHES.  THIS MARK MAY ALSO BE REACHED FROM THE
 JB0212'POST OFFICE IN BARNHILL, BY GOING 1.25 MILE WEST ALONG A GRAVEL
 JB0212'ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, THENCE 2.0 MILES
 JB0212'WEST ALONG A DIM WOODS ROAD.
 JB0212
 JB0212                          STATION RECOVERY (1961)
 JB0212
 JB0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JB0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2055 ***********************************************************************
 LC2055  CBN         -  This is a Cooperative Base Network Control Station.
 LC2055  DESIGNATION -  GIBPORT
 LC2055  PID         -  LC2055
 LC2055  STATE/COUNTY-  IL/FORD
 LC2055  USGS QUAD   -  GIBSON CITY EAST (1983)
 LC2055
 LC2055                         *CURRENT SURVEY CONTROL
 LC2055  ___________________________________________________________________
 LC2055* NAD 83(1997)-  40 29 11.41799(N)    088 16 02.64853(W)     ADJUSTED  
 LC2055* NAVD 88     -       228.2    (meters)     749.     (feet)  GPS OBS   
 LC2055  ___________________________________________________________________
 LC2055  X           -     146,879.977 (meters)                     COMP
 LC2055  Y           -  -4,855,736.440 (meters)                     COMP
 LC2055  Z           -   4,119,347.662 (meters)                     COMP
 LC2055  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 LC2055  ELLIP HEIGHT-         196.20  (meters)          (10/15/04) GPS OBS
 LC2055  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC2055
 LC2055  HORZ ORDER  -  B
 LC2055  ELLP ORDER  -  FOURTH    CLASS II
 LC2055
 LC2055.This mark is at Gibson Airport (C34)
 LC2055
 LC2055.The horizontal coordinates were established by GPS observations
 LC2055.and adjusted by the National Geodetic Survey in July 1998..
 LC2055
 LC2055.The orthometric height was determined by GPS observations and a
 LC2055.high-resolution geoid model.
 LC2055
 LC2055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC2055
 LC2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2055
 LC2055.The ellipsoidal height was determined by GPS observations
 LC2055.and is referenced to NAD 83.
 LC2055
 LC2055.The geoid height was determined by GEOID03.
 LC2055
 LC2055;                    North         East     Units Scale Factor Converg.
 LC2055;SPC IL E     -   424,022.230   305,589.801   MT  0.99997538   +0 02 34.1
 LC2055;SPC IL E     - 1,391,146.27  1,002,589.21   sFT  0.99997538   +0 02 34.1
 LC2055;UTM  16      - 4,482,528.207   392,585.200   MT  0.99974202   -0 49 22.7
 LC2055
 LC2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2055!SPC IL E     -   0.99996922  x   0.99997538  =   0.99994460
 LC2055!UTM  16      -   0.99996922  x   0.99974202  =   0.99971125
 LC2055
 LC2055:                Primary Azimuth Mark                     Grid Az
 LC2055:SPC IL E     -  GIBPORT AZ MK                            179 42 28.6
 LC2055:UTM  16      -  GIBPORT AZ MK                            180 34 25.4
 LC2055
 LC2055|---------------------------------------------------------------------|
 LC2055| PID    Reference Object                     Distance      Geod. Az  |
 LC2055|                                                           dddmmss.s |
 LC2055| LC2056 GIBPORT AZ MK                       APPROX. 0.8 KM 1794502.7 |
 LC2055|---------------------------------------------------------------------|
 LC2055
 LC2055                          SUPERSEDED SURVEY CONTROL
 LC2055
 LC2055  ELLIP H (07/17/98)  196.20   (m)                       GP(       ) 4 1
 LC2055  NAD 83(1986)-  40 29 11.42502(N)    088 16 02.64640(W) AD(       ) 1
 LC2055  NGVD 29 (06/25/91)  228.3    (m)          749.     (f) GPS OBS        
 LC2055
 LC2055.Superseded values are not recommended for survey control.
 LC2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2055.See file dsdata.txt to determine how the superseded data were derived.
 LC2055
 LC2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9258582528(NAD 83)
 LC2055_MARKER: I = METAL ROD
 LC2055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LC2055_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LC2055_STAMPING: GIBPORT 1990
 LC2055_MARK LOGO: NGS   
 LC2055_PROJECTION: FLUSH
 LC2055_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC2055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC2055+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC2055_ROD/PIPE-DEPTH: 6.10 meters
 LC2055_SLEEVE-DEPTH  : 1.00 meters
 LC2055
 LC2055  HISTORY     - Date     Condition        Report By
 LC2055  HISTORY     - 1990     MONUMENTED       NGS
 LC2055  HISTORY     - 19970313 GOOD             NGS
 LC2055  HISTORY     - 20001229 GOOD             ZAMBRA
 LC2055  HISTORY     - 200205   GOOD             ASCPC
 LC2055
 LC2055                          STATION DESCRIPTION
 LC2055
 LC2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LC2055'STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) EAST-NORTHEAST OF GIBSON
 LC2055'CITY, 1.6 KM (1.0 MI) NORTH OF ELLIOT, AT THE GIBSON CITY MUNICIPAL
 LC2055'AIRPORT, AT THE SOUTH END OF THE PRESENT PAVED RUNWAY, IN EAST
 LC2055'CENTRAL SECTION 2, T 23 N, R 8 E.  OWNERSHIP--C. R. SCHERTZ, GIBSON
 LC2055'CITY MUNICIPAL AIRPORT, RR 1, GIBSON CITY, IL 60936.  PHONE IS
 LC2055'217-749-2293.
 LC2055'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 9 AND THE ELLIOT ROAD
 LC2055'(COUNTY ROAD 1000 E), (0.8 KM SOUTH OF ELLIOT), GO NORTH ON ELLIOT
 LC2055'ROAD FOR 0.80 KM (0.50 MI) TO A RAILROAD CROSSING.  CONTINUE NORTH
 LC2055'FOR 1.99 KM (1.24 MI) TO A GRAVEL ROAD RIGHT BETWEEN TWO HANGARS.
 LC2055'TURN RIGHT, EAST, ON GRAVEL DRIVE FOR 0.08 KM (0.05 MI) TO THE OFFICE
 LC2055'ON THE LEFT.  CONTINUE EAST ON APRON AND TAXI FOR 0.32 KM (0.20 MI)
 LC2055'TO THE PAVED RUNWAY.  CROSS RUNWAY, THEN TURN LEFT, NORTH, ALONGSIDE
 LC2055'RUNWAY FOR 0.40 KM (0.25 MI) TO THE STATION JUST BEFORE REACHING THE
 LC2055'NORTH END OF THE RUNWAY AND A GRAVEL COUNTY ROAD.
 LC2055'THE STATION IS LOCATED 13.7 M (44.9 FT) EAST FROM THE CENTER OF THE
 LC2055'RUNWAY, 10.8 M (35.4 FT) SOUTH FROM THE CENTER OF THE COUNTY ROAD,
 LC2055'9.3 M (30.5 FT) SOUTHEAST FROM THE EAST END OF A 45 CM METAL CULVERT
 LC2055'PIPE UNDER AN ACCESS DRIVE AT THE NORTH END OF THE RUNWAY, AND 3.6 M
 LC2055'(11.8 FT) SOUTHWEST FROM THE EASTERN MOST RUNWAY APPROACH LIGHT BOX.
 LC2055'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LC2055
 LC2055                          STATION RECOVERY (1997)
 LC2055
 LC2055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LC2055'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF GIBSON
 LC2055'CITY, 1.0 MI (1.6 KM) NORTH OF ELLIOT, AT SCHERTZ FIELD (FORMERLY THE
 LC2055'GIBSON CITY MUNICIPAL AIRPORT) NEAR THE NORTH END OF THE PAVED RUNWAY.
 LC2055'OWNERSHIP--C. R. SCHERTZ, SCHERTZ FIELD, 574 N1000 E ROAD, GIBSON
 LC2055'CITY, IL 60936.  PHONE 217-749-2293.  TO REACH FROM THE JUNCTION OF
 LC2055'STATE ROUTE 9 AND ELLIOT ROAD (COUNTY ROAD 1000E) ABOUT 0.5 MI (0.8
 LC2055'KM) SOUTH OF ELLIOT, GO NORTH ON ELLIOT ROAD FOR 0.5 MI (0.8 KM) TO A
 LC2055'RAILROAD CROSSING.  CONTINUE NORTH FOR 1.25 MI (2.01 KM) TO A GRAVEL
 LC2055'ROAD RIGHT BETWEEN TWO HANGARS.  TURN RIGHT, EAST ON GRAVEL DRIVE FOR
 LC2055'0.05 MI (0.08 KM) TO THE OFFICE ON THE LEFT.  CONTINUE EAST ON APRON
 LC2055'AND TAXI FOR 0.2 MI (0.3 KM) TO THE RUNWAY.  CROSS RUNWAY, THEN TURN
 LC2055'LEFT, NORTH, ALONGSIDE RUNWAY FOR 0.25 MI (0.40 KM) TO THE STATION,
 LC2055'JUST BEFORE REACHING THE NORTH END OF THE RUNWAY AND A GRAVEL COUNTY
 LC2055'ROAD (600N).  IT IS 13.7 M (44.9 FT) EAST OF THE CENTER OF THE RUNWAY,
 LC2055'10.8 M (35.4 FT) SOUTH OF THE CENTER OF ROAD 600N, 9.3 M (30.5 FT)
 LC2055'SOUTHEAST OF THE EAST END OF A 45-CM METAL CULVERT PIPE UNDER AN
 LC2055'ACCESS DRIVE AT THE NORTH END OF THE RUNWAY, AND 3.6 M (11.8 FT)
 LC2055'SOUTHWEST OF THE EASTERNMOST RUNWAY APPROACH LIGHT BOX.  NOTE--ACCESS
 LC2055'TO THE STATION POINT IS THROUGH A 5-INCH ACCESS COVER.  THE STATION
 LC2055'CAN ALSO BE REACHED BY CONTINUING NORTH FROM THE AIRPORT ENTRANCE ON
 LC2055'COUNTY ROAD 1000E TO ROAD 600N. TURN RIGHT FOR 0.23 MI (0.37 KM) TO
 LC2055'THE STATION ON THE RIGHT.
 LC2055
 LC2055                          STATION RECOVERY (2000)
 LC2055
 LC2055'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC2055'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC2055'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC2055'
 LC2055
 LC2055                          STATION RECOVERY (2002)
 LC2055
 LC2055'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC2055'RECOVERED AS DESCRIBED
 LC2055' 
 LC2055'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2056 ***********************************************************************
 LC2056  DESIGNATION -  GIBPORT AZ MK
 LC2056  PID         -  LC2056
 LC2056  STATE/COUNTY-  IL/FORD
 LC2056  USGS QUAD   -  GIBSON CITY EAST (1983)
 LC2056
 LC2056                         *CURRENT SURVEY CONTROL
 LC2056  ___________________________________________________________________
 LC2056* NAD 83(1997)-  40 28 46.78241(N)    088 16 02.50818(W)     ADJUSTED  
 LC2056* NAVD 88     -       230.6    (meters)     757.     (feet)  VERTCON   
 LC2056  ___________________________________________________________________
 LC2056  X           -     146,898.252 (meters)                     COMP
 LC2056  Y           -  -4,856,231.267 (meters)                     COMP
 LC2056  Z           -   4,118,771.200 (meters)                     COMP
 LC2056  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 LC2056  ELLIP HEIGHT-         198.56  (meters)          (10/21/99) GPS OBS
 LC2056  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC2056
 LC2056  HORZ ORDER  -  FIRST
 LC2056  ELLP ORDER  -  FOURTH    CLASS I
 LC2056
 LC2056.This mark is at Gibson Airport (C34)
 LC2056
 LC2056.The horizontal coordinates were established by GPS observations
 LC2056.and adjusted by the National Geodetic Survey in October 1999..
 LC2056
 LC2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC2056
 LC2056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC2056
 LC2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2056
 LC2056.The ellipsoidal height was determined by GPS observations
 LC2056.and is referenced to NAD 83.
 LC2056
 LC2056.The geoid height was determined by GEOID03.
 LC2056
 LC2056;                    North         East     Units Scale Factor Converg.
 LC2056;SPC IL E     -   423,262.354   305,593.674   MT  0.99997538   +0 02 34.2
 LC2056;SPC IL E     - 1,388,653.24  1,002,601.91   sFT  0.99997538   +0 02 34.2
 LC2056;UTM  16      - 4,481,768.536   392,577.593   MT  0.99974204   -0 49 22.2
 LC2056
 LC2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2056!SPC IL E     -   0.99996885  x   0.99997538  =   0.99994423
 LC2056!UTM  16      -   0.99996885  x   0.99974204  =   0.99971090
 LC2056
 LC2056:                Primary Azimuth Mark                     Grid Az
 LC2056:SPC IL E     -  GIBPORT                                  359 42 28.6
 LC2056:UTM  16      -  GIBPORT                                  000 34 25.0
 LC2056
 LC2056|---------------------------------------------------------------------|
 LC2056| PID    Reference Object                     Distance      Geod. Az  |
 LC2056|                                                           dddmmss.s |
 LC2056| LC2055 GIBPORT                             APPROX. 0.8 KM 3594502.8 |
 LC2056|---------------------------------------------------------------------|
 LC2056
 LC2056                          SUPERSEDED SURVEY CONTROL
 LC2056
 LC2056  NAD 83(1997)-  40 28 46.78241(N)    088 16 02.50818(W) AD(       ) 1
 LC2056  NAD 83(1986)-  40 28 46.78944(N)    088 16 02.50605(W) AD(       ) 1
 LC2056  NGVD 29 (06/25/91)  230.7    (m)          757.     (f) GPS OBS        
 LC2056
 LC2056.Superseded values are not recommended for survey control.
 LC2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2056.See file dsdata.txt to determine how the superseded data were derived.
 LC2056
 LC2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9257881769(NAD 83)
 LC2056_MARKER: I = METAL ROD
 LC2056_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LC2056_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LC2056_STAMPING: GIBPORT AZ MK 1990
 LC2056_MARK LOGO: NGS   
 LC2056_PROJECTION: FLUSH
 LC2056_MAGNETIC: I = MARKER IS A STEEL ROD
 LC2056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC2056+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LC2056_ROD/PIPE-DEPTH: 6.1  meters
 LC2056_SLEEVE-DEPTH  : 1.0 meters
 LC2056
 LC2056  HISTORY     - Date     Condition        Report By
 LC2056  HISTORY     - 1990     MONUMENTED       NGS
 LC2056
 LC2056                          STATION DESCRIPTION
 LC2056
 LC2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LC2056'STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) EAST-NORTHEAST OF GIBSON
 LC2056'CITY, 1.6 KM (1.0 MI) NORTH OF ELLIOT, AT THE GIBSON CITY MUNICIPAL
 LC2056'AIRPORT, AT THE SOUTH END OF THE PAVED RUNWAY, IN THE NORTHWEST 1/4
 LC2056'OF SECTION 2, T 23 N, R 8 E. OWNERSHIP--C. R. SCHERTZ, GIBSON CITY
 LC2056'MUNICIPAL AIRPORT, RR 1, GIBSON CITY, IL 60936.  PHONE IS
 LC2056'217-749-2293.
 LC2056'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 9 AND THE ELLIOT ROAD
 LC2056'(COUNTY ROAD 1000 E), 0.8 KM (0.5 MI) SOUTH OF ELLIOT, GO NORTH ON
 LC2056'ELLIOT ROAD FOR 0.80 KM (0.50 MI) TO A RAILROAD CROSSING.  CONTINUE
 LC2056'NORTH FOR 1.99 KM (1.24 MI) TO A GRAVEL ROAD RIGHT BETWEEN TWO
 LC2056'HANGARS. TURN RIGHT, EAST, ON GRAVEL DRIVE FOR 0.08 KM (0.05 MI) TO
 LC2056'THE OFFICE ON THE LEFT. CONTINUE EAST ON APRON AND TAXI FOR 0.32 KM
 LC2056'(0.20 MI) TO THE PAVED RUNWAY. CROSS RUNWAY, THEN TURN RIGHT, NORTH,
 LC2056'ALONGSIDE RUNWAY FOR 0.36 KM (0.22 MI) TO THE STATION JUST BEFORE
 LC2056'REACHING THE SOUTH END OF THE RUNWAY.
 LC2056'THE STATION IS LOCATED 33.2 M (108.9 FT) NORTHEAST FROM THE CENTER OF
 LC2056'THE EXTREME SOUTH END OF THE RUNWAY, 29.2 M (95.8 FT) SOUTH OF AND IN
 LC2056'LINE WITH THE SOUTHERNMOST RUNWAY LIGHT, 29.0 M (95.1 FT)
 LC2056'NORTH-NORTHWEST FROM THE SOUTHEAST CORNER OF THE ASPHALT TURN-AROUND,
 LC2056'16.5 M (54.1 FT) EAST FROM THE CENTER OF THE RUNWAY, AND 5.5 M
 LC2056'(18.0 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE TURN-AROUND.
 LC2056'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0193 ***********************************************************************
 LC0193  DESIGNATION -  GIBSON CITY
 LC0193  PID         -  LC0193
 LC0193  STATE/COUNTY-  IL/FORD
 LC0193  USGS QUAD   -  GIBSON CITY WEST (1982)
 LC0193
 LC0193                         *CURRENT SURVEY CONTROL
 LC0193  ___________________________________________________________________
 LC0193* NAD 83(1986)-  40 28 00.     (N)    088 22 32.     (W)     SCALED    
 LC0193* NAVD 88     -       228.084  (meters)     748.31   (feet)  ADJUSTED  
 LC0193  ___________________________________________________________________
 LC0193  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0193  DYNAMIC HT  -         227.977 (meters)     747.95  (feet)  COMP
 LC0193  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 LC0193
 LC0193  VERT ORDER  -  SECOND    CLASS 0
 LC0193
 LC0193.The horizontal coordinates were scaled from a topographic map and have
 LC0193.an estimated accuracy of +/- 6 seconds.
 LC0193
 LC0193.The orthometric height was determined by differential leveling
 LC0193.and adjusted by the National Geodetic Survey in June 1991..
 LC0193
 LC0193.The geoid height was determined by GEOID03.
 LC0193
 LC0193.The dynamic height is computed by dividing the NAVD 88
 LC0193.geopotential number by the normal gravity value computed on the
 LC0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0193.degrees latitude (g = 980.6199 gals.).
 LC0193
 LC0193.The modeled gravity was interpolated from observed gravity values.
 LC0193
 LC0193;                    North         East    Units  Estimated Accuracy
 LC0193;SPC IL E     -   421,820.      296,420.      MT  (+/- 180 meters Scaled)
 LC0193
 LC0193                          SUPERSEDED SURVEY CONTROL
 LC0193
 LC0193  NGVD 29 (??/??/92)  228.138  (m)          748.48   (f) ADJ UNCH    2 0
 LC0193
 LC0193.Superseded values are not recommended for survey control.
 LC0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0193.See file dsdata.txt to determine how the superseded data were derived.
 LC0193
 LC0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK833804(NAD 83)
 LC0193_MARKER: DB = BENCH MARK DISK
 LC0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0193_SP_SET: WATER TOWER FOUNDATION
 LC0193_STAMPING: GIBSON CITY 1934
 LC0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0193
 LC0193  HISTORY     - Date     Condition        Report By
 LC0193  HISTORY     - 1934     MONUMENTED       CGS
 LC0193  HISTORY     - 1935     GOOD             NGS
 LC0193  HISTORY     - 1973     GOOD             NGS
 LC0193
 LC0193                          STATION DESCRIPTION
 LC0193
 LC0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LC0193'AT GIBSON CITY.
 LC0193'AT GIBSON CITY, FORD COUNTY, ON THE NEW YORK, CHICAGO AND ST.
 LC0193'LOUIS RAILROAD, AT THE CITY WATER TOWER, IN THE TOP OF THE
 LC0193'SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE LEG FOUNDATION.  A
 LC0193'STANDARD DISK, STAMPED GIBSON CITY 1934.
 LC0193
 LC0193                          STATION RECOVERY (1973)
 LC0193
 LC0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4354 ***********************************************************************
 DF4354  DESIGNATION -  GIBSON MAINT YD
 DF4354  PID         -  DF4354
 DF4354  STATE/COUNTY-  IL/FORD
 DF4354  USGS QUAD   -  GIBSON CITY EAST (1983)
 DF4354
 DF4354                         *CURRENT SURVEY CONTROL
 DF4354  ___________________________________________________________________
 DF4354* NAD 83(1997)-  40 27 18.85878(N)    088 21 51.74108(W)     ADJUSTED  
 DF4354* NAVD 88     -       227.1    (meters)     745.     (feet)  GPS OBS   
 DF4354  ___________________________________________________________________
 DF4354  X           -     138,725.986 (meters)                     COMP
 DF4354  Y           -  -4,858,229.860 (meters)                     COMP
 DF4354  Z           -   4,116,705.609 (meters)                     COMP
 DF4354  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DF4354  ELLIP HEIGHT-         195.06  (meters)          (02/03/05) GPS OBS
 DF4354  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DF4354
 DF4354  HORZ ORDER  -  FIRST
 DF4354  ELLP ORDER  -  FOURTH    CLASS II
 DF4354
 DF4354.The horizontal coordinates were established by GPS observations
 DF4354.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4354
 DF4354.The orthometric height was determined by GPS observations and a
 DF4354.high-resolution geoid model.
 DF4354
 DF4354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4354
 DF4354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4354
 DF4354.The ellipsoidal height was determined by GPS observations
 DF4354.and is referenced to NAD 83.
 DF4354
 DF4354.The geoid height was determined by GEOID03.
 DF4354
 DF4354;                    North         East     Units Scale Factor Converg.
 DF4354;SPC IL E     -   420,548.750   297,367.195   MT  0.99997509   -0 01 12.5
 DF4354;SPC IL E     - 1,379,750.36    975,612.21   sFT  0.99997509   -0 01 12.5
 DF4354;UTM  16      - 4,479,180.071   384,312.900   MT  0.99976474   -0 53 07.4
 DF4354
 DF4354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4354!SPC IL E     -   0.99996940  x   0.99997509  =   0.99994449
 DF4354!UTM  16      -   0.99996940  x   0.99976474  =   0.99973415
 DF4354
 DF4354                          SUPERSEDED SURVEY CONTROL
 DF4354
 DF4354.No superseded survey control is available for this station.
 DF4354
 DF4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8431379180(NAD 83)
 DF4354_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4354_STAMPING: GIBSON 1996
 DF4354_MARK LOGO: ILDT  
 DF4354_PROJECTION: FLUSH
 DF4354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4354+STABILITY: SURFACE MOTION
 DF4354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4354+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 DF4354
 DF4354  HISTORY     - Date     Condition        Report By
 DF4354  HISTORY     - 1996     MONUMENTED       ILDT
 DF4354  HISTORY     - 200205   GOOD             ASCPC
 DF4354
 DF4354                          STATION DESCRIPTION
 DF4354
 DF4354'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2002
 DF4354'FROM THE INTERSECTION OF ROUTE 9 AND ROUTE 53 ON THE EAST SIDE OF
 DF4354'GIBSON CITY GO EAST ON
 DF4354'ROUTE 9 .075 MILES TO ILLINOIS STREET, GO SOUTH ON ILLINOIS STREET
 DF4354'.125 MILES TO IDOT YARD
 DF4354'ON WEST SIDE OF ILLINOIS STREET POINT IS IN THE NORTHEAST CORNER OF
 DF4354'YARD, 42.00 FEET
 DF4354'SOUTH OF THE NORTH FENCE LINE 14.00 FEET WEST OF THE EAST FENCE LINE
 DF4354'ALONG THE WEST
 DF4354'RIGHT -OF-WAY OF ILLINOIS STREET.
 DF4354'*STAMPED- ILLINOIS DEPARTMENT OF TRANSPORTATION GIBSON 1996
 DF4354' 
 DF4354' 
 DF4354' 
 DF4354' 
 DF4354'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2294 ***********************************************************************
 LB2294  DESIGNATION -  GIFT
 LB2294  PID         -  LB2294
 LB2294  STATE/COUNTY-  IL/IROQUOIS
 LB2294  USGS QUAD   -  WATSEKA (1964)
 LB2294
 LB2294                         *CURRENT SURVEY CONTROL
 LB2294  ___________________________________________________________________
 LB2294* NAD 83(1997)-  40 46 22.32645(N)    087 43 56.58181(W)     ADJUSTED  
 LB2294* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 LB2294  ___________________________________________________________________
 LB2294  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 LB2294  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LB2294
 LB2294  HORZ ORDER  -  SECOND
 LB2294
 LB2294.The horizontal coordinates were established by classical geodetic methods
 LB2294.and adjusted by the National Geodetic Survey in October 1999..
 LB2294
 LB2294.The orthometric height was scaled from a topographic map.
 LB2294
 LB2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2294
 LB2294.The geoid height was determined by GEOID03.
 LB2294
 LB2294;                    North         East     Units Scale Factor Converg.
 LB2294;SPC IL E     -   455,992.837   350,733.036   MT  1.00000667   +0 23 32.9
 LB2294;SPC IL E     - 1,496,036.50  1,150,696.64   sFT  1.00000667   +0 23 32.9
 LB2294;UTM  16      - 4,513,801.782   438,194.189   MT  0.99964702   -0 28 41.9
 LB2294
 LB2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2294!SPC IL E     -   0.99997473  x   1.00000667  =   0.99998140
 LB2294!UTM  16      -   0.99997473  x   0.99964702  =   0.99962176
 LB2294
 LB2294|---------------------------------------------------------------------|
 LB2294| PID    Reference Object                     Distance      Geod. Az  |
 LB2294|                                                           dddmmss.s |
 LB2294| CM3553 GIFT RM 2                            23.363 METERS 21241     |
 LB2294| LB2340 WATSEKA RESET                       APPROX. 5.2 KM 2441205.6 |
 LB2294| LB2296 19 21 ILGS 1947                      15.831 METERS 28909     |
 LB2294| CM3552 GIFT RM 1                            24.445 METERS 35148     |
 LB2294|---------------------------------------------------------------------|
 LB2294
 LB2294                          SUPERSEDED SURVEY CONTROL
 LB2294
 LB2294  NAD 83(1997)-  40 46 22.32670(N)    087 43 56.58268(W) AD(       ) 2
 LB2294  NAD 83(1986)-  40 46 22.33360(N)    087 43 56.59040(W) AD(       ) 2
 LB2294  NAD 27      -  40 46 22.20560(N)    087 43 56.47120(W) AD(       ) 2
 LB2294
 LB2294.Superseded values are not recommended for survey control.
 LB2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2294.See file dsdata.txt to determine how the superseded data were derived.
 LB2294
 LB2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3819413802(NAD 83)
 LB2294_MARKER: DS = TRIANGULATION STATION DISK
 LB2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2294
 LB2294  HISTORY     - Date     Condition        Report By
 LB2294  HISTORY     - 1947     MONUMENTED       CGS
 LB2294  HISTORY     - 1970     GOOD             ILHD
 LB2294
 LB2294                          STATION DESCRIPTION
 LB2294
 LB2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2294'STATION IS LOCATED IN THE CITY OF WATSEKA IN THE CITY PARK LOCATED ON
 LB2294'THE SOUTHEAST CORNER OF S. FOURTH STREET AND MULBERRY STREET.  IT IS
 LB2294'58 FEET EAST OF THE EAST OF THE EAST EDGE OF THE SIDEWALK ON FOURTH
 LB2294'STREET, 26 FEET SOUTHWEST OF A 24 INCH OAK TREE, 20 FEET SOUTH OF
 LB2294'THE SOUTH EDGE OF THE SIDEWALK ON MULBERRY STREET AND 20 FEET
 LB2294'NORTHWEST OF A 24 INCH OAK TREE.  THE MARK IS FLUSH WITH THE GROUND
 LB2294'AND THE DISK IS STAMPED GIFT 1947.
 LB2294'
 LB2294'REFERENCE MARK NO. 1 IS 80.20 FEET NORTH OF THE STATION IN THE
 LB2294'SIDEWALK ON THE NORTH SIDE OF MULBERRY STREET.  IT IS 46 FEET EAST
 LB2294'OF THE EAST EDGE OF THE SIDEWALK ON FOURTH STREET AND ONE FOOT NORTH
 LB2294'OF THE SOUTH EDGE OF THE WALK ON MULBERRY STREET.  THE DISK IS A
 LB2294'STANDARD USC AND GS TRIANGLUATION DISK SET IN A DRILL HOLE IN
 LB2294'THE SIDEWALK AND STAMPED GIFT NO. 1947.
 LB2294'
 LB2294'REFERENCE MARK NO. 2 IS 76.65 FEET SOUTHWEST OF THE STATION.  IT IS
 LB2294'38 FEET WEST OF AN IRON LAMP POST, 15 FEET EAST OF THE EAST EDGE OF
 LB2294'THE SIDEWALK ON FOURTH STREET AND 14 FEET SOUTH OF A 24 INCH OAK
 LB2294'TREE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 LB2294'GIFT NO. 2 1947.
 LB2294'
 LB2294'19-21 (ILL. GEO. S.) IS 51.94 FEET WEST OF THE STATION.  IT IS 8 FEET
 LB2294'EAST OF THE EAST EDGE OF THE SIDEWALK ON FOURTH STREET AND 2 FEET
 LB2294'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK ON MULBERRY STREET.  THE
 LB2294'MARK IS A 6X6 INCH CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 LB2294'THE GROUND WITH A STANDARD USC AND GS AND SS DISK STAMPED 19-21
 LB2294'1934.
 LB2294'
 LB2294'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2294
 LB2294                          STATION RECOVERY (1970)
 LB2294
 LB2294'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 LB2294'GIFT 1947 RECOVERED IN GOOD CONDITION.
 LB2294'
 LB2294'GIFT NO. 1 1947 RECOVERED IN GOOD CONDITION.
 LB2294'
 LB2294'GIFT NO. 2 1947 RECOVERED IN GOOD CONDITION.
 LB2294'
 LB2294'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--
 LB2294'IRON LAMP POST 38 EAST OF R. M. NO. 2 HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0112 ***********************************************************************
 LC0112  DESIGNATION -  GIL
 LC0112  PID         -  LC0112
 LC0112  STATE/COUNTY-  IL/IROQUOIS
 LC0112  USGS QUAD   -  LA HOGUE (1986)
 LC0112
 LC0112                         *CURRENT SURVEY CONTROL
 LC0112  ___________________________________________________________________
 LC0112* NAD 83(1997)-  40 47 42.75462(N)    088 00 20.38386(W)     ADJUSTED  
 LC0112* NAVD 88     -       199.404  (meters)     654.21   (feet)  ADJUSTED  
 LC0112  ___________________________________________________________________
 LC0112  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LC0112  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC0112  DYNAMIC HT  -         199.317 (meters)     653.93  (feet)  COMP
 LC0112  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 LC0112
 LC0112  HORZ ORDER  -  SECOND
 LC0112  VERT ORDER  -  SECOND    CLASS 0
 LC0112
 LC0112.The horizontal coordinates were established by classical geodetic methods
 LC0112.and adjusted by the National Geodetic Survey in October 1999..
 LC0112
 LC0112.The orthometric height was determined by differential leveling
 LC0112.and adjusted by the National Geodetic Survey in June 1991..
 LC0112
 LC0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0112
 LC0112.The geoid height was determined by GEOID03.
 LC0112
 LC0112.The dynamic height is computed by dividing the NAVD 88
 LC0112.geopotential number by the normal gravity value computed on the
 LC0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0112.degrees latitude (g = 980.6199 gals.).
 LC0112
 LC0112.The modeled gravity was interpolated from observed gravity values.
 LC0112
 LC0112;                    North         East     Units Scale Factor Converg.
 LC0112;SPC IL E     -   458,351.662   327,653.157   MT  0.99998441   +0 12 50.7
 LC0112;SPC IL E     - 1,503,775.41  1,074,975.40   sFT  0.99998441   +0 12 50.7
 LC0112;UTM  16      - 4,516,510.281   415,160.384   MT  0.99968859   -0 39 25.5
 LC0112
 LC0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0112!SPC IL E     -   0.99997381  x   0.99998441  =   0.99995822
 LC0112!UTM  16      -   0.99997381  x   0.99968859  =   0.99966241
 LC0112
 LC0112:                Primary Azimuth Mark                     Grid Az
 LC0112:SPC IL E     -  DANFORTH MUNICIPAL TANK                  040 55 14.7
 LC0112:UTM  16      -  DANFORTH MUNICIPAL TANK                  041 47 30.9
 LC0112
 LC0112|---------------------------------------------------------------------|
 LC0112| PID    Reference Object                     Distance      Geod. Az  |
 LC0112|                                                           dddmmss.s |
 LC0112| LB2343 DANFORTH MUNICIPAL TANK             APPROX. 3.6 KM 0410805.4 |
 LC0112| CI7453 GIL RM 3                             14.357 METERS 08417     |
 LC0112| LC0111 GIL RM 1                             14.388 METERS 08418     |
 LC0112| CI7452 GIL AZ MK                                          2621959.1 |
 LC0112| LC0113 GIL RM 2                             14.768 METERS 26615     |
 LC0112|---------------------------------------------------------------------|
 LC0112
 LC0112                          SUPERSEDED SURVEY CONTROL
 LC0112
 LC0112  NAD 83(1997)-  40 47 42.75503(N)    088 00 20.38473(W) AD(       ) 2
 LC0112  NAD 83(1986)-  40 47 42.76256(N)    088 00 20.39232(W) AD(       ) 2
 LC0112  NAD 27      -  40 47 42.63920(N)    088 00 20.24700(W) AD(       ) 2
 LC0112  NGVD 29 (??/??/92)  199.477  (m)          654.45   (f) ADJ UNCH    2 0
 LC0112
 LC0112.Superseded values are not recommended for survey control.
 LC0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0112.See file dsdata.txt to determine how the superseded data were derived.
 LC0112
 LC0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1516016510(NAD 83)
 LC0112_MARKER: DS = TRIANGULATION STATION DISK
 LC0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0112_STAMPING: GIL 1959
 LC0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0112+STABILITY: SURFACE MOTION
 LC0112
 LC0112  HISTORY     - Date     Condition        Report By
 LC0112  HISTORY     - 1959     MONUMENTED       CGS
 LC0112  HISTORY     - 1959     GOOD             CGS
 LC0112  HISTORY     - 1979     GOOD             NGS
 LC0112  HISTORY     - 1979     GOOD             NGS
 LC0112
 LC0112                          STATION DESCRIPTION
 LC0112
 LC0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0112'STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF GILMAN
 LC0112'AND ABOUT 2-1/2 MILES SOUTHWEST OF DANFORTH.
 LC0112'
 LC0112'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45, 54 AND 24 IN
 LC0112'THE EAST EDGE OF GILMAN, GO NORTH ON U.S. HIGHWAY 45 AND 54
 LC0112'FOR 2 MILES TO CROSSROAD, TURN LEFT AND GO WEST FOR 0.5 MILE
 LC0112'TO RAILROAD CROSSING, CONTINUE WEST 0.9 MILE TO CROSSROAD,
 LC0112'CONTINUE WEST 0.2 MILE TO STATION ON RIGHT AS DESCRIBED.
 LC0112'
 LC0112'STATION MARK, A STANDARD STATION MARK DISK STAMPED GIL 1959,
 LC0112'IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0112'ABOUT 3 INCHES.  THE MARK IS 22 FEET NORTH OF CENTER OF ROAD,
 LC0112'2 FEET SOUTH OF FENCE AND 1.8 FEET SOUTHWEST OF WITNESS POST.
 LC0112'
 LC0112'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED
 LC0112'GIL NO 1 1959, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 LC0112'WHICH PROJECTS ABOUT 4 INCHES.  THE MARK IS 48 FEET
 LC0112'NORTH-NORTHWEST OF POWER POLE, 23 FEET NORTH OF CENTER OF ROAD AND
 LC0112'1 FOOT SOUTH OF FENCE.
 LC0112'
 LC0112'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK
 LC0112'STAMPED GIL NO 2 1959, IS SET IN TOP OF A 12 INCH SQUARE CONCRETE
 LC0112'POST WHICH PROJECTS ABOUT 5 INCHES.  THE MARK IS 50 FEET WEST OF
 LC0112'WITNESS POST, 23.5 FEET NORTH OF CENTER OF ROAD AND 1.5 FEET
 LC0112'SOUTH OF FENCE.
 LC0112'
 LC0112'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED GIL 1959,
 LC0112'IS SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0112'ABOUT 3 INCHES.  THE MARK IS 20 FEET SOUTH OF CENTER OF ROAD,
 LC0112'3 FEET EAST OF POWER POLE, 1.8 FEET EAST-NORTHEAST OF WITNESS
 LC0112'POST AND 1 FOOT NORTH OF FENCE.
 LC0112'
 LC0112'TO REACH AZIMUTH MARK FROM STATION GO WEST FOR 0.2 MILE TO
 LC0112'AZIMUTH MARK ON SOUTH SIDE OF ROAD AS DESCRIBED.
 LC0112
 LC0112                          STATION RECOVERY (1959)
 LC0112
 LC0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0112'2.7 MI NW FROM GILMAN.
 LC0112'ABOUT 0.45 MILE NORTH ALONG NORTH CENTRAL STREET FROM THE POST
 LC0112'OFFICE AT GILMAN, THENCE 0.55 MILES WEST ALONG AN ASPHALT ROAD,
 LC0112'THENCE 1.55 MILES NORTH ALONG AN ASPHALT AND A GRAVEL ROAD, THENCE
 LC0112'0.15 MILE WEST ALONG A GRAVEL ROAD, 21 FEET NORTH OF THE CENTER
 LC0112'LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 63 FEET NORTHWEST AND
 LC0112'ACROSS THE ROAD FROM THE THIRD POWER POLE WEST OF A NORTH-SOUTH
 LC0112'ROAD CROSSING, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 LC0112'1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LC0112'CONCRETE POST PROJECTING 4 INCHES.
 LC0112
 LC0112                          STATION RECOVERY (1979)
 LC0112
 LC0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0112'STATION MARK, RM 2 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  RM
 LC0112'1 FOUND WITH THE DISK SHEARED OFF BY MOWING EQUIPMENT.  RM 3 WAS SET
 LC0112'AT THIS TIME IN THE SAME MONUMENT THAT RM 1 WAS SET IN.  DUE TO MANY
 LC0112'ROAD CHANGES A NEW TOO REACH AND DESCRIPTION FOLLOWS.
 LC0112'
 LC0112'THE STATION IS LOCATED ABOUT 2 MILES NNW OF OF GILMAN AND ABOUT 0.5
 LC0112'MILE W OF INTERSTATE HIGHWAY 57, AND ON THE ROAD RIGHT OF WAY.
 LC0112'
 LC0112'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 57 AND
 LC0112'U.S. HIGHWAY 24 AT THE SW EDGE OF GILMAN, GO W ON HIGHWAY 24 FOR 0.25
 LC0112'MILE TO A CROSSROAD.  TURN RIGHT GO N ON PAVED ROAD FOR 3.0 MILE TO A
 LC0112'T-ROAD INTERSECTION.  TURN RIGHT, GO EAST FOR 0.2 MILE TO THE AZIMUTH
 LC0112'MARK ON THE RIGHT, CONTINUE EAST FOR 0.2 MILE TO THE STATION ON THE
 LC0112'LEFT AS DESCRIBED, 62 FT NW OF A POWERLINE POLE, 22 FT N OF CENTERLINE
 LC0112'OF THE ROAD AND 2.0 FT SW OF A METAL WITNESS POST.  THE MARK PROJECTS
 LC0112'2 INCHES.  THE DISK STAMPED GIL 1959.
 LC0112'
 LC0112'REFERENCE MARK 2 IS 50 FT W OF THE METAL WITNESS POST AND 23 FT N OF
 LC0112'THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 2 INCHES, THE DISK
 LC0112'STAMPED GIL NO 2 1959.
 LC0112'
 LC0112'REFERENCE MARK 3 IS 47 FT N OF THE POWERLINE POLE AND 23 FT N OF THE
 LC0112'CENTERLINE OF THE ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LC0112'STAMPED GIL 1959 NO 3 1979.
 LC0112'
 LC0112'THE AZIMUTH MARK IS 21 FT S OF THE CENTERLINE OF ROAD, 3 FT EAST OF A
 LC0112'POWERLINE POLE AND 1.5 FT NE OF A METAL WITNESS POST.  THE MARK
 LC0112'PROJECTS 1 INCH AND THE DISK STAMPED GIL 1959.
 LC0112
 LC0112                          STATION RECOVERY (1979)
 LC0112
 LC0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LC0112'ABOUT 0.25 MI W ALONG US HIGHWAY 24 FROM THE JUNCTION WITH INTERSTATE
 LC0112'HIGHWAY 57 AT THE SW EDGE OF GILMAN, THENCE NORTH ALONG A PAVED ROAD
 LC0112'FOR 3.0 MI AT A T INTERSECTION, THENCE EAST ALONG A GRAVELED ROAD FOR
 LC0112'0.4 MILE, 22 FT N OF CENTERLINE OF ROAD, 62 FT NW OF A POWERLINE
 LC0112'POLE, 2.0 FT SE OF A METAL WITNESS POST AND ABOUT 1 FOOT LOWER THAN
 LC0112'THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0113 ***********************************************************************
 LC0113  DESIGNATION -  GIL RM 2
 LC0113  PID         -  LC0113
 LC0113  STATE/COUNTY-  IL/IROQUOIS
 LC0113  USGS QUAD   -  LA HOGUE (1986)
 LC0113
 LC0113                         *CURRENT SURVEY CONTROL
 LC0113  ___________________________________________________________________
 LC0113* NAD 83(1986)-  40 47 42.     (N)    088 00 20.     (W)     SCALED    
 LC0113* NAVD 88     -       199.223  (meters)     653.62   (feet)  ADJUSTED  
 LC0113  ___________________________________________________________________
 LC0113  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC0113  DYNAMIC HT  -         199.136 (meters)     653.33  (feet)  COMP
 LC0113  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 LC0113
 LC0113  VERT ORDER  -  SECOND    CLASS 0
 LC0113
 LC0113.The horizontal coordinates were scaled from a topographic map and have
 LC0113.an estimated accuracy of +/- 6 seconds.
 LC0113
 LC0113.The orthometric height was determined by differential leveling
 LC0113.and adjusted by the National Geodetic Survey in June 1991..
 LC0113
 LC0113.The geoid height was determined by GEOID03.
 LC0113
 LC0113.The dynamic height is computed by dividing the NAVD 88
 LC0113.geopotential number by the normal gravity value computed on the
 LC0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0113.degrees latitude (g = 980.6199 gals.).
 LC0113
 LC0113.The modeled gravity was interpolated from observed gravity values.
 LC0113
 LC0113;                    North         East    Units  Estimated Accuracy
 LC0113;SPC IL E     -   458,330.      327,660.      MT  (+/- 180 meters Scaled)
 LC0113
 LC0113                          SUPERSEDED SURVEY CONTROL
 LC0113
 LC0113  NGVD 29 (??/??/92)  199.296  (m)          653.86   (f) ADJ UNCH    2 0
 LC0113
 LC0113.Superseded values are not recommended for survey control.
 LC0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0113.See file dsdata.txt to determine how the superseded data were derived.
 LC0113
 LC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL151164(NAD 83)
 LC0113_MARKER: DR = REFERENCE MARK DISK
 LC0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0113_STAMPING: GIL NO 2 1959
 LC0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0113+STABILITY: SURFACE MOTION
 LC0113
 LC0113  HISTORY     - Date     Condition        Report By
 LC0113  HISTORY     - 1959     MONUMENTED       CGS
 LC0113
 LC0113                          STATION DESCRIPTION
 LC0113
 LC0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0113'2.7 MI NW FROM GILMAN.
 LC0113'ABOUT 0.45 MILE NORTH ALONG NORTH CENTRAL STREET FROM THE POST
 LC0113'OFFICE AT GILMAN, THENCE 0.55 MILE WEST ALONG AN ASPHALT ROAD,
 LC0113'THENCE 1.55 MILES NORTH ALONG AN ASPHALT AND GRAVEL ROAD, THENCE
 LC0113'0.15 MILE WEST ALONG A GRAVEL ROAD, 23 FEET NORTH OF THE CENTER
 LC0113'LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 101 1/2 FEET
 LC0113'WEST-NORTHWEST AND ACROSS THE ROAD FROM THE THIRD POWER POLE WEST
 LC0113'OF A NORTH-SOUTH ROAD CROSSING, 48.5 FEET WEST OF TRIANGULATION
 LC0113'STATION GIL, 50.4 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2
 LC0113'FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0113'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2112 ***********************************************************************
 JA2112  DESIGNATION -  GILEAD
 JA2112  PID         -  JA2112
 JA2112  STATE/COUNTY-  IL/LAWRENCE
 JA2112  USGS QUAD   -  CLAREMONT (1968)
 JA2112
 JA2112                         *CURRENT SURVEY CONTROL
 JA2112  ___________________________________________________________________
 JA2112* NAD 83(1997)-  38 38 36.84423(N)    087 54 31.52301(W)     ADJUSTED  
 JA2112* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 JA2112  ___________________________________________________________________
 JA2112  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JA2112  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JA2112
 JA2112  HORZ ORDER  -  SECOND
 JA2112
 JA2112.The horizontal coordinates were established by classical geodetic methods
 JA2112.and adjusted by the National Geodetic Survey in October 1999..
 JA2112
 JA2112.The orthometric height was scaled from a topographic map.
 JA2112
 JA2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2112
 JA2112.The geoid height was determined by GEOID03.
 JA2112
 JA2112;                    North         East     Units Scale Factor Converg.
 JA2112;SPC IL E     -   219,496.279   336,962.539   MT  0.99999182   +0 15 54.5
 JA2112;SPC IL E     -   720,130.71  1,105,517.93   sFT  0.99999182   +0 15 54.5
 JA2112;UTM  16      - 4,277,615.806   420,915.178   MT  0.99967702   -0 34 03.1
 JA2112
 JA2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2112!SPC IL E     -   0.99997794  x   0.99999182  =   0.99996976
 JA2112!UTM  16      -   0.99997794  x   0.99967702  =   0.99965497
 JA2112
 JA2112:                Primary Azimuth Mark                     Grid Az
 JA2112:SPC IL E     -  BRIDGEPORT RAD KSC 611                   057 02 18.8
 JA2112:UTM  16      -  BRIDGEPORT RAD KSC 611                   057 52 16.4
 JA2112
 JA2112|---------------------------------------------------------------------|
 JA2112| PID    Reference Object                     Distance      Geod. Az  |
 JA2112|                                                           dddmmss.s |
 JA2112| JA2104 BRIDGEPORT RAD KSC 611              APPROX.15.6 KM 0571813.3 |
 JA2112| CG7886 GILEAD RM 1                          28.277 METERS 09232     |
 JA2112| JA2109 LANCASTER DOW CHEMICAL CO RAD       APPROX.11.7 KM 1401755.8 |
 JA2112| JA2111 LANCASTER TEL MICROWAVE KSN 88      APPROX. 3.0 KM 1675651.1 |
 JA2112| JB1630 PARKERSBURG MUNICIPAL TANK          APPROX.14.2 KM 2445211.0 |
 JA2112| CG7887 GILEAD RM 2                          29.011 METERS 30750     |
 JA2112| CG7885 GILEAD AZ MK                        465.001 METERS 3502704.0 |
 JA2112|---------------------------------------------------------------------|
 JA2112
 JA2112                          SUPERSEDED SURVEY CONTROL
 JA2112
 JA2112  NAD 83(1997)-  38 38 36.84485(N)    087 54 31.52179(W) AD(       ) 2
 JA2112  NAD 83(1986)-  38 38 36.85482(N)    087 54 31.52083(W) AD(       ) 2
 JA2112  NAD 27      -  38 38 36.67797(N)    087 54 31.40225(W) AD(       ) 2
 JA2112
 JA2112.Superseded values are not recommended for survey control.
 JA2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2112.See file dsdata.txt to determine how the superseded data were derived.
 JA2112
 JA2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2091577616(NAD 83)
 JA2112_MARKER: DS = TRIANGULATION STATION DISK
 JA2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2112_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2112
 JA2112  HISTORY     - Date     Condition        Report By
 JA2112  HISTORY     - 1968     MONUMENTED       CGS
 JA2112
 JA2112                          STATION DESCRIPTION
 JA2112
 JA2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2112'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF CLAREMONT, 5.5
 JA2112'MILES SOUTHWEST OF
 JA2112'SUMNER AND ON THE GROUNDS OF A PRESBYTERIAN CHURCH.
 JA2112'
 JA2112'TO REACH THE STATION FROM THE POST OFFICE IN SUMNER, GO EAST ON A
 JA2112'PAVED STREET FOR
 JA2112'0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 JA2112'ON A PAVED ROAD FOR 5.1 MILES TO A
 JA2112'CROSSROAD.  TURN RIGHT AND GO WEST
 JA2112'ON A GRAVELED ROAD FOR 2.5 MILES TO A CHURCH AND THE
 JA2112'STATION ON THE
 JA2112'RIGHT AS DESCRIBED.
 JA2112'
 JA2112'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2112'
 JA2112'STATION MARK, STAMPED GILEAD 1967 IS SET FLUSH WITH THE GROUND
 JA2112'SURFACE.  IT IS 42
 JA2112'FEET NORTHEAST OF A 36-INCH TREE, 31 FEET NORTH OF THE
 JA2112'CENTER OF A GRAVELED ROAD
 JA2112'AND 23.5 FEET SOUTHEAST OF AN 18-INCH TREE.
 JA2112'
 JA2112'RM NO 1, STAMPED GILEAD NO 1 1967 PROJECTS 5 INCHES.  IT IS 27 FEET
 JA2112'NORTH OF THE
 JA2112'CENTER OF THE GRAVELED ROAD, 3.2 FEET NORTHWEST OF A
 JA2112'FENCE CORNER AND 2 FEET
 JA2112'SOUTHWEST OF A METAL WITNESS POST.
 JA2112'
 JA2112'R M NO 2, STAMPED GILEAD NO 2 1967 PROJECTS 2 INCHES.  IT IS 53 FEET
 JA2112'NORTHEAST OF A
 JA2112'24-INCH TREE, 26 FEET NORTH OF THE CENTER OF A
 JA2112'DRIVEWAY AND 1.5 FEET SOUTHWEST
 JA2112'OF A FENCE CORNER.
 JA2112'
 JA2112'AZIMUTH MARK, STAMPED GILEAD 1967 PROJECTS 4 INCHES.  IT IS 25 FEET
 JA2112'WEST OF THE CENTER
 JA2112'OF A GRAVELED ROAD, 3 FEET SOUTH OF A METAL
 JA2112'WITNESS POST AND 1 FOOT SOUTH OF A POWER POLE.
 JA2112'
 JA2112'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED
 JA2112'ROAD FOR 0.05 MILE
 JA2112'TO A T ROAD.  TURN RIGHT AND GO NORTH ON A
 JA2112'GRAVELED ROAD FOR 0.35 MILE TO THE
 JA2112'MARK ON THE LEFT AS DESCRIBED.
 JA2112'
 JA2112'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CG7885 ***********************************************************************
 CG7885  DESIGNATION -  GILEAD AZ MK
 CG7885  PID         -  CG7885
 CG7885  STATE/COUNTY-  IL/LAWRENCE
 CG7885  USGS QUAD   -  CLAREMONT (1968)
 CG7885
 CG7885                         *CURRENT SURVEY CONTROL
 CG7885  ___________________________________________________________________
 CG7885* NAD 83(1997)-  38 38 51.71521(N)    087 54 34.71296(W)     ADJUSTED  
 CG7885* NAVD 88     -       172.8    (meters)     567.     (feet)  GPS OBS   
 CG7885  ___________________________________________________________________
 CG7885  X           -     181,938.359 (meters)                     COMP
 CG7885  Y           -  -4,984,637.574 (meters)                     COMP
 CG7885  Z           -   3,961,935.982 (meters)                     COMP
 CG7885  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CG7885  ELLIP HEIGHT-         141.54  (meters)          (02/03/05) GPS OBS
 CG7885  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 CG7885
 CG7885  HORZ ORDER  -  FIRST
 CG7885  ELLP ORDER  -  FOURTH    CLASS II
 CG7885
 CG7885.The horizontal coordinates were established by GPS observations
 CG7885.and adjusted by the IL DEPT OF TRANSP in August 2002..
 CG7885
 CG7885.The orthometric height was determined by GPS observations and a
 CG7885.high-resolution geoid model.
 CG7885
 CG7885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CG7885
 CG7885.The Laplace correction was computed from DEFLEC99 derived deflections.
 CG7885
 CG7885.The ellipsoidal height was determined by GPS observations
 CG7885.and is referenced to NAD 83.
 CG7885
 CG7885.The geoid height was determined by GEOID03.
 CG7885
 CG7885;                    North         East     Units Scale Factor Converg.
 CG7885;SPC IL E     -   219,954.471   336,883.280   MT  0.99999175   +0 15 52.6
 CG7885;SPC IL E     -   721,633.96  1,105,257.89   sFT  0.99999175   +0 15 52.6
 CG7885;UTM  16      - 4,278,074.957   420,842.609   MT  0.99967716   -0 34 05.3
 CG7885
 CG7885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CG7885!SPC IL E     -   0.99997779  x   0.99999175  =   0.99996954
 CG7885!UTM  16      -   0.99997779  x   0.99967716  =   0.99965496
 CG7885
 CG7885                          SUPERSEDED SURVEY CONTROL
 CG7885
 CG7885  ELLIP H (08/21/02)  141.56   (m)                       GP(       ) 3 1
 CG7885
 CG7885.Superseded values are not recommended for survey control.
 CG7885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CG7885.See file dsdata.txt to determine how the superseded data were derived.
 CG7885
 CG7885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2084378075(NAD 83)
 CG7885_MARKER: DZ = AZIMUTH MARK DISK
 CG7885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CG7885_STAMPING: GILEAD 1967
 CG7885_MARK LOGO: CGS   
 CG7885_MAGNETIC: N = NO MAGNETIC MATERIAL
 CG7885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CG7885+STABILITY: SURFACE MOTION
 CG7885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CG7885+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2003
 CG7885
 CG7885  HISTORY     - Date     Condition        Report By
 CG7885  HISTORY     - 1968     MONUMENTED       CGS
 CG7885  HISTORY     - 20031110 GOOD             NGS
 CG7885
 CG7885                          STATION DESCRIPTION
 CG7885
 CG7885'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (CP)
 CG7885'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999, (DEL) .
 CG7885'STATION IS LOCATED 5.4 MILES (8.7 KM) SW OF SUMNER,IL.  TO REACH
 CG7885'STATION FROM THE RAILROAD TRACKS AND COUNTY 6 AT N SIDE OF SUMNER, GO
 CG7885'S ON COUNTY ROAD 6 FOR 4.0 MILES (6.4 KM) TO COUNTY ROAD 600N, GO W ON
 CG7885'COUNTY ROAD 600N FOR 2.5 MILES (4.0 KM) TO COUNTY ROAD 2100E, GO S ON
 CG7885'COUNTY ROAD 2100E FOR 0.7 MILES (1.1 KM) TO STATION ON THE RIGHT.
 CG7885'STATION IS 25.0 FEET (7.6 M) W OF CENTERLINE OF COUNTY ROAD 2100E, 3.0
 CG7885'FEET (0.9 M) S OF METAL WITNESS POST, 1.0 FEET (0.3 M) S OF POWERPOLE.
 CG7885'STATION PROJECTS 0.5 FEET.  (15.2 CM)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1448 ***********************************************************************
 KB1448  DESIGNATION -  GILLESPIE
 KB1448  PID         -  KB1448
 KB1448  STATE/COUNTY-  IL/MACOUPIN
 KB1448  USGS QUAD   -  GILLESPIE NORTH (1974)
 KB1448
 KB1448                         *CURRENT SURVEY CONTROL
 KB1448  ___________________________________________________________________
 KB1448* NAD 83(1997)-  39 07 38.87162(N)    089 49 35.72885(W)     ADJUSTED  
 KB1448* NAVD 88     -       202.1    (meters)     663.     (feet)  GPS OBS   
 KB1448  ___________________________________________________________________
 KB1448  X           -      14,995.157 (meters)                     COMP
 KB1448  Y           -  -4,954,519.575 (meters)                     COMP
 KB1448  Z           -   4,003,411.995 (meters)                     COMP
 KB1448  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 KB1448  ELLIP HEIGHT-         170.75  (meters)          (12/06/04) GPS OBS
 KB1448  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KB1448
 KB1448  HORZ ORDER  -  FIRST
 KB1448  ELLP ORDER  -  FOURTH    CLASS I
 KB1448
 KB1448.The horizontal coordinates were established by GPS observations
 KB1448.and adjusted by the WOOLPERT CONSULTANTS in March 2004..
 KB1448
 KB1448.The orthometric height was determined by GPS observations and a
 KB1448.high-resolution geoid model.
 KB1448
 KB1448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1448
 KB1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1448
 KB1448.The ellipsoidal height was determined by GPS observations
 KB1448.and is referenced to NAD 83.
 KB1448
 KB1448.The geoid height was determined by GEOID03.
 KB1448
 KB1448;                    North         East     Units Scale Factor Converg.
 KB1448;SPC IL W     -   273,174.190   729,404.878   MT  0.99995182   +0 12 52.6
 KB1448;SPC IL W     -   896,238.99  2,393,055.84   sFT  0.99995182   +0 12 52.6
 KB1448;UTM  16      - 4,334,726.666   255,659.868   MT  1.00033518   -1 47 04.5
 KB1448
 KB1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1448!SPC IL W     -   0.99997321  x   0.99995182  =   0.99992503
 KB1448!UTM  16      -   0.99997321  x   1.00033518  =   1.00030838
 KB1448
 KB1448:                Primary Azimuth Mark                     Grid Az
 KB1448:SPC IL W     -  GILLESPIE MUNICIPAL TANK                 015 01 08.7
 KB1448:UTM  16      -  GILLESPIE MUNICIPAL TANK                 017 01 05.8
 KB1448
 KB1448|---------------------------------------------------------------------|
 KB1448| PID    Reference Object                     Distance      Geod. Az  |
 KB1448|                                                           dddmmss.s |
 KB1448| KB1445 GILLESPIE MUNICIPAL TANK            APPROX. 1.0 KM 0151401.3 |
 KB1448| CI7455 GILLESPIE RM 1                       40.569 METERS 06154     |
 KB1448| KB1443 LITCHFIELD MUNICIPAL TANK           APPROX.16.1 KM 0704218.0 |
 KB1448| KB1442 LITCHFIELD BROWN SHOE CO TK         APPROX.15.8 KM 0704441.3 |
 KB1448| KB1441 LITCHFIELD BROWN SHOE CO STK        APPROX.15.8 KM 0705025.8 |
 KB1448| KB1440 LITCHFIELD CATH CHURCH SPIRE        APPROX.15.6 KM 0712023.8 |
 KB1448| KB1457 SUPERIOR COAL CO MINE 1 STK         APPROX. 3.8 KM 1190458.3 |
 KB1448| KB1437 MOUNT OLIVE IMMANUEL LUTH CH        APPROX.10.6 KM 1251040.4 |
 KB1448| KB1453 CONSOLIDATED COAL MINE 15 STK       APPROX. 8.4 KM 1394439.9 |
 KB1448| KB1454 STAUNTON CONSOL COAL 7 STK          APPROX.12.3 KM 1524330.0 |
 KB1448| KB1452 SUPERIOR COAL CO MINE 2 STK         APPROX. 5.6 KM 1584249.7 |
 KB1448| KB1456 STAUNTON MUNICIPAL TANK             APPROX.12.4 KM 1613603.0 |
 KB1448| KB1459 STAUNTON CATH CHURCH SPIRE          APPROX.13.3 KM 1633031.9 |
 KB1448| KB1458 STAUNTON LUTHERAN CH SPIRE          APPROX.13.5 KM 1653838.3 |
 KB1448| KB1451 CONSOLIDATED COAL MINE 14 STK       APPROX.11.6 KM 1683013.4 |
 KB1448| KB1449 SUPERIOR COAL CO MINE 3 STK         APPROX. 3.1 KM 1822648.4 |
 KB1448| KB1450 SUPERIOR COAL CO MINE 4 STK         APPROX. 7.4 KM 1991400.0 |
 KB1448| CI7456 GILLESPIE RM 2                       31.657 METERS 27614     |
 KB1448| CI7454 GILLESPIE AZ MK                                    3012129.8 |
 KB1448| KB1447 GILLESPIE ATT MICROWAVE TOWER       461.121 METERS 3034917.9 |
 KB1448| CI7457 GILLESPIE RM 3                                     3101137.3 |
 KB1448|---------------------------------------------------------------------|
 KB1448
 KB1448                          SUPERSEDED SURVEY CONTROL
 KB1448
 KB1448  ELLIP H (03/22/04)  170.76   (m)                       GP(       ) 3 1
 KB1448  NAD 83(1997)-  39 07 38.87416(N)    089 49 35.73068(W) AD(       ) 1
 KB1448  NAD 83(1986)-  39 07 38.88231(N)    089 49 35.72034(W) AD(       ) 1
 KB1448  NAD 27      -  39 07 38.71500(N)    089 49 35.37000(W) AD(       ) 1
 KB1448  NGVD 29 (07/19/86)  202.1    (m)          663.     (f) VERT ANG       
 KB1448
 KB1448.Superseded values are not recommended for survey control.
 KB1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1448.See file dsdata.txt to determine how the superseded data were derived.
 KB1448
 KB1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5566034727(NAD 83)
 KB1448_MARKER: DS = TRIANGULATION STATION DISK
 KB1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1448_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1448_STAMPING: GILLESPIE 1934
 KB1448_MARK LOGO: CGS   
 KB1448_PROJECTION: FLUSH
 KB1448_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1448+STABILITY: SURFACE MOTION
 KB1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1448+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 KB1448
 KB1448  HISTORY     - Date     Condition        Report By
 KB1448  HISTORY     - 1934     MONUMENTED       CGS
 KB1448  HISTORY     - 1937     GOOD             ILDT
 KB1448  HISTORY     - 1960     GOOD             CGS
 KB1448  HISTORY     - 1972     GOOD             NGS
 KB1448  HISTORY     - 20040119 GOOD             WOOLPT
 KB1448
 KB1448                          STATION DESCRIPTION
 KB1448
 KB1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KB1448'IN THE NORTHWEST SECTION OF GILLESPIE, IN A VACANT LOT OWNED BY THE
 KB1448'SCHOOL DISTRICT, JUST SOUTH OF THE FOOTBALL FIELD,
 KB1448'88 FEET NORTH OF THE CENTER LINE OF MAPLE STREET, 15 FEET SOUTH OF
 KB1448'THE SOUTH FENCE OF THE FOOTBALL FIELD, 168 FEET NORTHEAST OF
 KB1448'THE NORTHEAST CORNER OF A SMALL BUNGALOW, AND IS SET FLUSH.
 KB1448'
 KB1448'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KB1448'BRONZE DISKS.
 KB1448'
 KB1448'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, IN THE EAST FENCE
 KB1448'OF THE FOOTBALL FIELD, 40 FEET NORTH OF THE SOUTHEAST CORNER
 KB1448'OF FIELD, 226.57 FEET EAST-NORTHEAST OF REFERENCE MARK NO. 2, AND
 KB1448'PROJECTS 8 INCHES. REFERENCE MARK NO. 2 IS WEST OF THE STATION, 20
 KB1448'FEET WEST OF THE SOUTHWEST CORNER OF THE FOOTBALL FIELD, 100 FEET
 KB1448'NORTH OF THE CENTER LINE OF MAPLE STREET, AND PROJECTS 8
 KB1448'INCHES.
 KB1448'
 KB1448'AZIMUTH MARK IS NORTHWEST OF THE STATION, IN THE SOUTH RIGHT-OF-WAY
 KB1448'LINE OF BROADWAY STREET, 12 FEET EAST OF POWER LINE POLE NO.
 KB1448'2234, 66 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SUB-STATION
 KB1448'ELECTRICAL, 10.2 FEET SOUTHEAST OF A U.S.G.S. B.M., ACROSS
 KB1448'BROADWAY STREET FROM A T-ROAD NORTH,AND PROJECTS 6 INCHES.
 KB1448'
 KB1448'THE U.S.G.S. B.M. IS NORTHWEST OF THE STATION, AND IS A STANDARD
 KB1448'BRONZE CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 10
 KB1448'INCHES, AND IS TILTED SLIGHTLY TO THE EAST. THE MARK IS STAMPED 662
 KB1448'FEET 1912. IT IS 18 FEET SOUTH OF THE CENTER LINE OF BROADWAY
 KB1448'STREET, 12 FEET NORTHEAST OF POWER LINE POLE NO. 2234, AND 54 FEET
 KB1448'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SUB-STATION.
 KB1448'
 KB1448'LIGHT 100 FEET ABOVE MOUNT OLIVE IS VISIBLE AT 37 FEET.
 KB1448'
 KB1448'LIGHT 113 FEET ABOVE STAUNTON IS VISIBLE AT 26 FEET.
 KB1448'
 KB1448'LIGHT 100 FEET ABOVE BAUER IS VISIBLE AT 37 FEET.
 KB1448'
 KB1448'LIGHT 113 FEET ABOVE JOHNSON IS VISIBLE AT 45 FEET.
 KB1448'
 KB1448'LIGHT 113 FEET ABOVE LITCHFIELD IS VISIBLE AT 50 FEET.
 KB1448
 KB1448                          STATION RECOVERY (1937)
 KB1448
 KB1448'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1937 (SFW)
 KB1448'LETTER OF MR. S.F. WILSON, DISTRICT ENGINEER, DIVISION OF HIGHWAYS,
 KB1448'1250 STATE STREET, EAST ST. LOUIS, ILL., JUNE, 30, 1937.
 KB1448'
 KB1448'IN THE CONSTRUCTION OF A NEW HIGHWAY FROM GILLESPIE WEST IN MACOUPIN
 KB1448'COUNTY, ILLINOIS, IT WILL BE NECESSARY TO MOVE ONE U.S.C. AND G.S.
 KB1448'REFERENCE MARK. THIS MARK IS A BRONZE TABLET EMBEDDED IN CONCRETE AND
 KB1448'IS LOCATED APPROXIMATELY 22 FEET SOUTH AND 19 FEET EAST OF THE
 KB1448'NORTHWEST CORNER OF SECTION 24, T. 8 N. R. 7 W., OF THE 3RD P.M.
 KB1448'INSTRUCTIONSFOR RELOCATING THE MARK AND A NEW DISK WERE SENT.
 KB1448'
 KB1448'THE OLD MARK, A STANDARD REFERENCE MARK DISK STAMPED GILLESPIE
 KB1448'AZIMUTH 1934 WAS RECIEVED IN THE OFFICE AUGUST, 19379 LETTER OF
 KB1448'SEPTEMBER 14, 1937.
 KB1448'
 KB1448'THE NEW AZIMUTH MARK WAS MOVED DIRECTLY ON A LINE TOWARD THE STATION
 KB1448'MARK A DISTANCE OF 15.110 FEET AND THE ANGLE WITH THE
 KB1448'INSTRUMENT OVER THE NEW AZIMUTH MARK WAS 180 DEG 00 MIN 00 SEC BY
 KB1448'THE METHOD OF REPETITIONS.
 KB1448'
 KB1448'THE NEW MARK IS NORTHWEST OF THE STATION IN THE SOUTH RIGHT-OF-WAY
 KB1448'LINE OF A NEW STATE HIGHWAY, 49 FEET EAST OF POWER LINE POLE
 KB1448'NO. 2234, 116-1/2 FEET SOUTHEAST OF AN ELECTRICAL SUB-STATION 4-1/10
 KB1448'FEET EAST OF U.S.G.S. BENCH MARK AND ACROSS THE HIGHWAY FROM
 KB1448'T-ROAD.
 KB1448
 KB1448                          STATION RECOVERY (1960)
 KB1448
 KB1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1448'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 KB1448'CONDITION. DISTANCE TO ALL MARKS CHECKED. A DIFFERENCE WAS FOUND
 KB1448'IN DIRECTION TO ALL MARKS, A SECOND SET OF OBSERVATIONS WAS TAKEN AND
 KB1448'THE RESULTS MEANED.
 KB1448'
 KB1448'FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 KB1448'
 KB1448'STATION IS LOCATED IN THE NORTHWEST EDGE OF GILLESPIE, IN A VACANT
 KB1448'LOT OWNED BY THE SCHOOL DISTRICT JUST SOUTH OF THE FOOTBALL FIELD.
 KB1448'
 KB1448'TO REACH FROM THE POST OFFICE IN GILLESPIE, GO NORTHEAST ON SPRUCE
 KB1448'STREET FOR 1 BLOCK, TURN LEFT ON MACOUPIN STREET STATE ROUTE 4
 KB1448'AND GO NORTHWEST 0.3 MILE TO STATE ROUTE 16, TURN LEFT GO SOUTHWEST
 KB1448'THEN WEST FOR 0.35 MILE TO SCHOOL BUILDING ON LEFT, TO REACH THE
 KB1448'AZIMUTH MARK AND U.S.G.S.B.M.FROM THIS POINT CONTINUE WEST ON STATE
 KB1448'ROUTE 16 FOR 0.25 MILE TO THE AZIMUTH MARK AND U.S.G.S. B.M.
 KB1448'ON LEFT AS DESCRIBED, TURN LEFT GO SOUTH 0.15 MILE TO CROSS STREET,
 KB1448'TURN RIGHT GO 0.05 MILE TO STATION ON RIGHT AS DESCRIBED.
 KB1448'
 KB1448'STATION MARK, A STANDARD STATION DISK STAMPED GILLESPIE 1934, IS SET
 KB1448'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET
 KB1448'FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 86 FEET NORTH OF
 KB1448'THE CENTER OF STREET, 27 FEET SOUTH-SOUTHWEST OF WEST GOAL
 KB1448'POST AND 19.5 FEET SOUTH OF SOUTH FENCE OF FOOTBALL FIELD.
 KB1448'
 KB1448'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED GILLESPIE NO 1
 KB1448'1934, IS SET IN TOP OF A 12 INCH IN DIAMETER ROUND CONCRETE
 KB1448'POST WHICH PROJECTS ABOUT 8 INCHES. THE MARK IS NORTHEAST OF
 KB1448'THE STATION, IN THE EAST FENCE OF THE FOOTBALL FIELD, 40 FEET
 KB1448'NORTH OF THE SOUTHEAST CORNER OF FIELD, AND 226.57 FEET
 KB1448'EAST-NORTHEAST OF REFERENCE MARK 2.
 KB1448'
 KB1448'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED GILLESPIE NO 2
 KB1448'1934, IS SET IN TOP OF A 12 INCH IN DIAMETER ROUND CONCRETE POST
 KB1448'WHICH PROJECTS ABOUT 2 INCHES. THE MARK IS WEST OF STATION, 31.7 FEET
 KB1448'WEST OF THE SOUTHWEST CORNER OF F FOOTBALL FIELD AND 20 FEET EAST
 KB1448'OF FENCE.
 KB1448'
 KB1448'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED GILLESPIE 1934 1937, IS
 KB1448'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 KB1448'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS
 KB1448'NORTHWEST OF THE STATION IN THE SOUTH RIGHT-OF-WAY LINE OF
 KB1448'STATE ROUTE 16, 49 FEET EAST OF POWER POLE NO. 2234, 116.5 FEET
 KB1448'SOUTHEAST OF AN ELECTRICAL SUB-STATION OWNED BY A.T. AND T.
 KB1448'COMPANY, 4.1 FEET EAST OF U.S.G.S. BENCH MARK AND ACROSS THE HIGHWAY
 KB1448'FROM T-ROAD.
 KB1448'
 KB1448'THE U.S.G.S. B.M. IS NORTHWEST OF THE STATION, AND IS A STANDARD
 KB1448'U.S.G.S. B.M. DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 KB1448'WHICH IS SET FLUSH WITH THE GROUND. THE MARK IS 114 FEET SOUTHEAST OF
 KB1448'SOUTHEAST CORNER OF ELECTRICAL SUB-STATION, 45 FEET EAST OF
 KB1448'POWER POLE 2234 AND 36.5 FEET SOUTH OF CENTER OF STATE ROUTE 16.
 KB1448'
 KB1448'HEIGHT OF LIGHT ABOVE STATION MARK 26.27 METERS.
 KB1448
 KB1448                          STATION RECOVERY (1972)
 KB1448
 KB1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KB1448'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION. THE AZIMUTH MARK AND
 KB1448'USGS WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK AND USGS BM
 KB1448'WERE IN THE WAY OF STREET CONSTRUCTION AND WERE DESTROYED. THE LINE
 KB1448'OF SIGHT TO BOTH MARKS WAS OBSTRUCTED BY BUILDINGS. A NEW
 KB1448'AZIMUTH MARK R.M. NO. 3 WAS SET. THE DISTANCE AND DIRECTION TO THE
 KB1448'REFERENCE MARKS CHECKED. A NEW DESCRIPTION FOLLOWS-
 KB1448'
 KB1448'THE STATION IS LOCATED AT THE WEST EDGE OF GILLESPIE, ON THE GROUNDS
 KB1448'OF THE GILLESPIE SCHOOL, ABOUT 200 FEET NORTHWEST OF THE
 KB1448'KINGDOM HALL OF JEHOVAHS WITNESS CHURCH, AT THE SOUTH EDGE OF SCHOOL
 KB1448'PLAY-GROUND, 219 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 KB1448'NEW ADDITION TO THE ELEMENTARY SCHOOL, 196 FEET WEST OF EAST FENCE
 KB1448'OF PLAYGROUND, 123 FEET EAST OF THE WEST FENCE, 96 FEET NORTH OF
 KB1448'THE CENTERLINE OF MAPLE STREET, 59 FEET NORTH OF THE SOUTH FENCE
 KB1448'AND 136 FEET NORTHEAST OF THE SOUTH-WEST FENCE CORNER OF THE
 KB1448'PLAYGROUND AT MAPLE ST. AND L-J AVE. THE MONUMENT IS FLUSH AND
 KB1448'THE DISK IS STAMPED GILLESPIE 1934.
 KB1448'
 KB1448'REFERENCE MARK 1 IS 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KB1448'NEW ADDITION, 117 FEET NORTH OF THE SOUTH FENCE AND 78 FEET
 KB1448'WEST OF THE EAST FENCE. THE MONUMENT PROJECTS 10 INCHES AND THE DISK
 KB1448'IS STAMPED GILLESPIE NO1 1934.
 KB1448'
 KB1448'REFERENCE MARK 2 IS 19 FEET EAST OF THE WEST FENCE, 75 FEET NORTH OF
 KB1448'THE SOUTHFENCE AND 77 FEET NORTH OF A STREET LIGHT POLE. THE
 KB1448'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED GILLESPIE NO 2
 KB1448'1934.
 KB1448'
 KB1448'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GILLESPIE 1934 NO 3 1972,
 KB1448'SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK ON THE SOUTH SIDE
 KB1448'OF THE S AND S BOWLING ALLEY, 89 FEET NORTH OF THE CENTERLINE OF STATE
 KB1448'HIGHWAY 16, 1 FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK, 3
 KB1448'FEET SOUTH OF THE SOUTH WALL OF THE BOWLING ALLEY AND 12 FEET EAST OF
 KB1448'THE SOUTHWEST CORNER OF THE BOWLING ALLEY.
 KB1448'
 KB1448'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1 MILE TO
 KB1448'HIGHWAY 16. TURN LEFT AND GO WEST ON THE HIGHWAY FOR 0.2 MILE TO
 KB1448'THE MARK ON THE RIGHT.
 KB1448'
 KB1448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - AT WEST EDGE OF
 KB1448'GILLESPIE.
 KB1448'
 KB1448'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KB1448
 KB1448                          STATION RECOVERY (2004)
 KB1448
 KB1448'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 KB1448'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOODCONDITION.
 KB1448' 
 KB1448'ADDITIONAL TIES--THE STATION IS 66.8 M (219.2 FT) SOUTHWEST OFTHE
 KB1448'SOUTHEAST CORNER OF WHITE STEEL SCHOOL BUILDING, 60.1 M(197.1 FT) WEST
 KB1448'OF THE EAST FENCE LINE (LOCATED NEAR A BASKETBALLCOURT), 40.7 M (133.5
 KB1448'FT) EAST-NORTHEAST OF THE SOUTHWEST FENCECORNER POST AND 29.4 M (96.3
 KB1448'FT) NORTH OF THE CENTERLINE OF MAPLESTREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1447 ***********************************************************************
 KB1447  DESIGNATION -  GILLESPIE ATT MICROWAVE TOWER
 KB1447  PID         -  KB1447
 KB1447  STATE/COUNTY-  IL/MACOUPIN
 KB1447  USGS QUAD   -  GILLESPIE NORTH (1974)
 KB1447
 KB1447                         *CURRENT SURVEY CONTROL
 KB1447  ___________________________________________________________________
 KB1447* NAD 83(1997)-  39 07 47.19422(N)    089 49 51.67829(W)     ADJUSTED  
 KB1447* NAVD 88     -                                                        
 KB1447  ___________________________________________________________________
 KB1447  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KB1447  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KB1447
 KB1447  HORZ ORDER  -  THIRD
 KB1447
 KB1447.The horizontal coordinates were established by classical geodetic methods
 KB1447.and adjusted by the National Geodetic Survey in October 1999..
 KB1447
 KB1447
 KB1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1447
 KB1447.The geoid height was determined by GEOID03.
 KB1447
 KB1447;                    North         East     Units Scale Factor Converg.
 KB1447;SPC IL W     -   273,429.405   729,020.851   MT  0.99995154   +0 12 42.6
 KB1447;SPC IL W     -   897,076.31  2,391,795.91   sFT  0.99995154   +0 12 42.6
 KB1447;UTM  16      - 4,334,995.227   255,284.834   MT  1.00033744   -1 47 14.9
 KB1447
 KB1447                          SUPERSEDED SURVEY CONTROL
 KB1447
 KB1447  NAD 83(1986)-  39 07 47.20235(N)    089 49 51.66778(W) AD(       ) 4
 KB1447  NAD 27      -  39 07 47.03200(N)    089 49 51.31000(W) AD(       ) 3
 KB1447
 KB1447.Superseded values are not recommended for survey control.
 KB1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1447.See file dsdata.txt to determine how the superseded data were derived.
 KB1447
 KB1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5528534995(NAD 83)
 KB1447_MARKER: 45 = MICROWAVE TOWER
 KB1447
 KB1447  HISTORY     - Date     Condition        Report By
 KB1447  HISTORY     - 1960     FIRST OBSERVED   CGS
 KB1447
 KB1447                          STATION DESCRIPTION
 KB1447
 KB1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1447'STATION IS LOCATED ABOUT 1.0 MILE WEST OF GILLESPIE.
 KB1447'
 KB1447'TO REACH FROM THE POST OFFICE IN GILLESPIE, GO NORTHEAST ON SPRUCE
 KB1447'STREET FOR ONE BLOCK, TURN LEFT ON MACOUPIN STREET STATE ROUTE 4
 KB1447'AND GO NORTHWEST ON SPRUCE STREET FOR ONE BLOCK, TURN LEFT GO
 KB1447'SOUTHWEST THEN WEST FOR 0.65 MILE TO A SIDE ROAD RITHE AND
 KB1447'STATION IN THE NORTHWEST CORNER OF INTERSECTION.
 KB1447'
 KB1447'STATION IS A 4 LEGED TOWER, IS PAINTED RED AND WHITE, HAS 6
 KB1447'REFLECTORS ON TOP, HAS RED LIGHT ON TOP AND IS
 KB1447'APPROXIMATELY 290 FEET HIGH.
 KB1447'
 KB1447'POINT INTERSECTED WAS RED LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1445 ***********************************************************************
 KB1445  DESIGNATION -  GILLESPIE MUNICIPAL TANK
 KB1445  PID         -  KB1445
 KB1445  STATE/COUNTY-  IL/MACOUPIN
 KB1445  USGS QUAD   -  GILLESPIE NORTH (1974)
 KB1445
 KB1445                         *CURRENT SURVEY CONTROL
 KB1445  ___________________________________________________________________
 KB1445* NAD 83(1997)-  39 08 10.08594(N)    089 49 24.81390(W)     ADJUSTED  
 KB1445* NAVD 88     -                                                        
 KB1445  ___________________________________________________________________
 KB1445  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 KB1445  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KB1445
 KB1445  HORZ ORDER  -  THIRD
 KB1445
 KB1445.The horizontal coordinates were established by classical geodetic methods
 KB1445.and adjusted by the National Geodetic Survey in October 1999..
 KB1445
 KB1445
 KB1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1445
 KB1445.The geoid height was determined by GEOID03.
 KB1445
 KB1445;                    North         East     Units Scale Factor Converg.
 KB1445;SPC IL W     -   274,137.720   729,663.399   MT  0.99995201   +0 12 59.6
 KB1445;SPC IL W     -   899,400.17  2,393,904.00   sFT  0.99995201   +0 12 59.6
 KB1445;UTM  16      - 4,335,680.956   255,951.960   MT  1.00033342   -1 46 58.8
 KB1445
 KB1445                          SUPERSEDED SURVEY CONTROL
 KB1445
 KB1445  NAD 83(1986)-  39 08 10.09417(N)    089 49 24.80345(W) AD(       ) 4
 KB1445  NAD 27      -  39 08 09.92400(N)    089 49 24.45700(W) AD(       ) 3
 KB1445
 KB1445.Superseded values are not recommended for survey control.
 KB1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1445.See file dsdata.txt to determine how the superseded data were derived.
 KB1445
 KB1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5595235681(NAD 83)
 KB1445_MARKER: 51 = TANK
 KB1445
 KB1445  HISTORY     - Date     Condition        Report By
 KB1445  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1445
 KB1445                          STATION DESCRIPTION
 KB1445
 KB1445'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1146 ***********************************************************************
 LC1146  DESIGNATION -  GILLETT
 LC1146  PID         -  LC1146
 LC1146  STATE/COUNTY-  IL/LOGAN
 LC1146  USGS QUAD   -  BROADWELL (1980)
 LC1146
 LC1146                         *CURRENT SURVEY CONTROL
 LC1146  ___________________________________________________________________
 LC1146* NAD 83(1997)-  40 00 56.72432(N)    089 28 28.48532(W)     ADJUSTED  
 LC1146* NAVD 88     -       235.059  (meters)     771.19   (feet)  ADJUSTED  
 LC1146  ___________________________________________________________________
 LC1146  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 LC1146  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LC1146  DYNAMIC HT  -         234.938 (meters)     770.79  (feet)  COMP
 LC1146  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 LC1146
 LC1146  HORZ ORDER  -  FIRST
 LC1146  VERT ORDER  -  SECOND    CLASS 0
 LC1146
 LC1146.The horizontal coordinates were established by classical geodetic methods
 LC1146.and adjusted by the National Geodetic Survey in October 1999..
 LC1146
 LC1146.The orthometric height was determined by differential leveling
 LC1146.and adjusted by the National Geodetic Survey in June 1991..
 LC1146
 LC1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1146
 LC1146.The geoid height was determined by GEOID03.
 LC1146
 LC1146.The dynamic height is computed by dividing the NAVD 88
 LC1146.geopotential number by the normal gravity value computed on the
 LC1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1146.degrees latitude (g = 980.6199 gals.).
 LC1146
 LC1146.The modeled gravity was interpolated from observed gravity values.
 LC1146
 LC1146;                    North         East     Units Scale Factor Converg.
 LC1146;SPC IL W     -   371,966.696   759,083.203   MT  0.99998413   +0 26 42.1
 LC1146;SPC IL W     - 1,220,360.74  2,490,425.48   sFT  0.99998413   +0 26 42.1
 LC1146;UTM  16      - 4,432,439.555   288,807.716   MT  1.00014911   -1 35 30.3
 LC1146
 LC1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1146!SPC IL W     -   0.99996822  x   0.99998413  =   0.99995235
 LC1146!UTM  16      -   0.99996822  x   1.00014911  =   1.00011733
 LC1146
 LC1146|---------------------------------------------------------------------|
 LC1146| PID    Reference Object                     Distance      Geod. Az  |
 LC1146|                                                           dddmmss.s |
 LC1146| LC1147 GILLETT RM 3                         28.982 METERS 02250     |
 LC1146| CI7458 GILLETT RM 1                         25.353 METERS 03156     |
 LC1146| KB1474 CIPS                                APPROX.28.1 KM 2115024.0 |
 LC1146| KB1472 SPRINGFIELD ST JOHNS HOSP STK       APPROX.27.4 KM 2115335.0 |
 LC1146| KB1488 SPRINGFIELD STATE CAPITOL DOME      APPROX.28.6 KM 2123814.8 |
 LC1146| KB1489 SPRINGFIELD CAP PWR PLT STK         APPROX.28.5 KM 2124333.5 |
 LC1146| KB1475 SPRINGFIELD SANGAMON ELEC TK        APPROX.26.2 KM 2125941.7 |
 LC1146| KB1484 SPRINGFIELD ILL PL GAS PLT STK      APPROX.28.2 KM 2162411.5 |
 LC1146| KB1490 SPRINGFIELD WATER AND LT STACK      APPROX.22.2 KM 2182603.6 |
 LC1146| LC1145 GILLETT RM 2                         28.291 METERS 24656     |
 LC1146| LC1922 ELKHART MUNICIPAL TANK              APPROX. 0.9 KM 3195520.4 |
 LC1146|---------------------------------------------------------------------|
 LC1146
 LC1146                          SUPERSEDED SURVEY CONTROL
 LC1146
 LC1146  NAD 83(1986)-  40 00 56.73675(N)    089 28 28.47804(W) AD(       ) 1
 LC1146  NAD 27      -  40 00 56.56070(N)    089 28 28.11150(W) AD(       ) 1
 LC1146  NGVD 29 (??/??/92)  235.150  (m)          771.49   (f) ADJ UNCH    2 0
 LC1146
 LC1146.Superseded values are not recommended for survey control.
 LC1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1146.See file dsdata.txt to determine how the superseded data were derived.
 LC1146
 LC1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK8880832440(NAD 83)
 LC1146_MARKER: DS = TRIANGULATION STATION DISK
 LC1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1146_STAMPING: GILLETT 1934
 LC1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1146+STABILITY: SURFACE MOTION
 LC1146
 LC1146  HISTORY     - Date     Condition        Report By
 LC1146  HISTORY     - 1934     MONUMENTED       CGS
 LC1146  HISTORY     - 1958     GOOD             CGS
 LC1146  HISTORY     - 1959     GOOD             CGS
 LC1146  HISTORY     - 1960     GOOD             CGS
 LC1146  HISTORY     - 1960     GOOD             NGS
 LC1146
 LC1146                          STATION DESCRIPTION
 LC1146
 LC1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1146'STATION IS ABOUT 10 MILES SSW OF LINCOLN, AND ABOUT 0.5
 LC1146'MILE E OF ELKHART, ON THE HIGHEST POINT OF PROMINENT WOODED
 LC1146'HILL, ON THE JOHN GILLETT FARM, ABOUT 0.3 MILE NNE OF THE
 LC1146'FARMHOUSE, 33 FEET SE OF CENTER LINE OF ROAD (DIM) THAT PASSES
 LC1146'ACROSS THE HILL, 21 FEET SW OF 18-INCH ASH TREE, 25 FEET SSE
 LC1146'OF 10-INCH ASH TREE, 30 FEET S OF 15-INCH ASH TREE, 50 FEET NNE
 LC1146'OF 20-INCH ASH TREE, AND PROJECTS 5 INCHES.
 LC1146'
 LC1146'TO REACH FROM ELKHART, GO E ON THE MAIN STREET 0.15 MILE
 LC1146'FROM THE POST OFFICE TO THE ENTRANCE GATE TO THE GILLETT FARM,
 LC1146'GO THROUGH GATE AND PROCEED UP THE LEFT ROAD SE 0.45 MILE TO
 LC1146'THE GATE ENTRANCE TO THE FARMHOUSE, THERE TURN LEFT (NE) AND
 LC1146'FOLLOW THE OLD ROAD 0.15 MILE UP THE RIDGE TO THE STATION.
 LC1146'
 LC1146'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LC1146'DISKS SET IN CONCRETE.
 LC1146'
 LC1146'REFERENCE MARK NO. 1 IS 83.18 FEET NNE OF STATION, 6 FEET SW
 LC1146'OF 30-INCH ELM TREE, 6 FEET W OF CENTER LINE OF ROAD, AND
 LC1146'PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS 92.83 FEET WSW OF
 LC1146'STATION, 18 FEET SW OF A 24-INCH ASH TREE, 10 FEET NE OF
 LC1146'15-INCH ASH TREE, 6 FEET W OF CENTER LINE OF ROAD, 167.85
 LC1146'FEET SW OF REFERENCE MARK NO. 1, AND PROJECTS 4 INCHES.
 LC1146'
 LC1146'NO AZIMUTH MARK WAS SET AT THIS STATION, AS THE HILL IS SO
 LC1146'THICKLY WOODED THAT IT WAS IMPOSSIBLE TO SET ONE AT A SUITABLE
 LC1146'DISTANCE FROM THE STATION.
 LC1146'
 LC1146'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 LC1146
 LC1146                          STATION RECOVERY (1958)
 LC1146
 LC1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 LC1146'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED.
 LC1146'REFERENCE MARK NO. 1 HAS BEEN PUSHED OVER BY A BULLDOZER
 LC1146'BUT IS STILL IN THE ORIGINAL HOLE.  THE DISK WAS NOT REMOVED
 LC1146'BY THIS PARTY.
 LC1146
 LC1146                          STATION RECOVERY (1959)
 LC1146
 LC1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1146'THE STATION MARK, AND REFERENCE MARK 2 WERE RECOVERED IN
 LC1146'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED.  THE
 LC1146'DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE DIRECTION WAS
 LC1146'FOUND TO BE 1 MINUTE AND 34 SECONDS SMALLER THAN PREVIOUSLY
 LC1146'OBSERVED.  THE REFERENCE MEASUREMENTS TO THE STATION MARK
 LC1146'DID NOT CHECK BECAUSE SOME OF THE TREES HAVE BEEN CUT.  THE
 LC1146'PROPERTY IS NOW OWNED BY MR. WILLIAM DRAKE.  REFERENCE MARK
 LC1146'3 WAS ESTABLISHED AT THIS TIME TO REPLACE REFERENCE MARK 1.
 LC1146'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.  A
 LC1146'COMPLETE NEW TO REACH AND DESCRIPTION FOLLOWS.
 LC1146'
 LC1146'THE STATION IS ABOUT 10 MILES SOUTHWEST OF LINCOLN AND 0.5
 LC1146'MILE EAST OF ELKHART ON A PROMINENT WOODED KNOLL 0.3 MILE
 LC1146'NORTHWEST OF THE HOME OF THE PROPERTY OWNER, MR. WILLIAM DRAKE.
 LC1146'IT IS 32 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 24 FEET
 LC1146'SOUTHEAST OF A 10 INCH ASH TREE, 21 FEET SOUTH OF A 30 INCH
 LC1146'ASH TREE, AND 20 FEET NORTHWEST OF AN 8 INCH ASH TREE.  THE
 LC1146'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GILLETT
 LC1146'1934.
 LC1146'
 LC1146'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 LC1146'AND MAIN STREET OF ELKHART, GO EAST ON MAIN STREET (ACROSS
 LC1146'RAILROAD CROSSING) FOR 0.2 MILE TO A PAVED CROSSROAD.  CONTINUE
 LC1146'ON PAVED ROAD (PRIVATE) EASTERLY FOR 0.45 MILE TO GATE AND
 LC1146'Y-FORK.  TURN LEFT FOR ABOUT 100 FEET TO DRIVEWAY ON LEFT
 LC1146'(LEADING TO BRICK HOUSE) AND A DIM TRACK ROAD ALONG SIDE
 LC1146'A FENCE.  GO NORTH ON THE DIM TRACK ROAD (PASSING BETWEEN
 LC1146'LARGE WOODPILE AND WOODS) FOR 0.15 MILE TO TOP OF HILL AND THE
 LC1146'STATION ON THE RIGHT.
 LC1146'
 LC1146'REFERENCE MARK 2 IS 18 FEET SOUTH OF A 30 INCH ASH TREE, 10
 LC1146'FEET NORTH OF A 20 INCH ASH TREE, AND 9 FEET WEST OF THE
 LC1146'CENTERLINE OF THE DIM TRACK ROAD.  THE MONUMENT PROJECTS 3
 LC1146'INCHES AND THE DISK IS STAMPED GILLETT NO 2 1934.  NOTE 11B.
 LC1146'
 LC1146'REFERENCE MARK 3 IS 24 FEET WEST OF THE CENTERLINE OF THE TRACK
 LC1146'ROAD, 18 FEET SOUTHEAST OF AN 18 INCH ASH TREE, AND 16 FEET
 LC1146'NORTHEAST OF A 30 INCH ASH TREE.  THE MONUMENT PROJECTS 2
 LC1146'INCHES AND THE DISK IS STAMPED GILLETT NO 3 1934.  NOTE 11A.
 LC1146'
 LC1146'NO MEASUREMENT BETWEEN REFERENCE MARKS, TREES ON LINE.
 LC1146'
 LC1146'HEIGHT OF LIGHT ABOVE STATION MARK 30 METETS.
 LC1146
 LC1146                          STATION RECOVERY (1960)
 LC1146
 LC1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1146'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION
 LC1146'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 LC1146'
 LC1146'THE DISTANCE TO R.M. 2 CHECKED BUT A SLIGHT DIFFERENCE WAS
 LC1146'FOUND TO R.M. 3.
 LC1146'
 LC1146'THE DIRECTION TO R.M. 2 AND R.M. 3 WAS NOT CHECKED BECAUSE
 LC1146'TREE LIMBS OBSTRUCTED LINE OF SIGHT.
 LC1146'
 LC1146'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LC1146'
 LC1146'NOTE--THIS STATION WAS OCCUPIED BY PARTY 607 IN 1959.
 LC1146
 LC1146                          STATION RECOVERY (1960)
 LC1146
 LC1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LC1146'0.8 MI E FROM ELKHART.
 LC1146'ABOUT 0.2 MILES EAST ALONG THE MT. PULASKI ROAD FROM ITS JUNCTION
 LC1146'WITH U.S. HIGHWAY 66, THENCE 0.5 MILES EAST ALONG A PRIVATE
 LC1146'GRAVEL DRIVE, THENCE 0.1 MILES NORTH ALONG A WOODS ROAD TO THE
 LC1146'HIGHEST PART OF THE HILL, 33 FEET EAST-SOUTHEAST OF THE CENTER
 LC1146'LINE OF THE WOODS ROAD, ABOUT 2.5 FEET ABOVE THE LEVEL OF THE
 LC1146'WOODS ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC1146'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1145 ***********************************************************************
 LC1145  DESIGNATION -  GILLETT RM 2
 LC1145  PID         -  LC1145
 LC1145  STATE/COUNTY-  IL/LOGAN
 LC1145  USGS QUAD   -  BROADWELL (1980)
 LC1145
 LC1145                         *CURRENT SURVEY CONTROL
 LC1145  ___________________________________________________________________
 LC1145* NAD 83(1986)-  40 00 56.     (N)    089 28 28.     (W)     SCALED    
 LC1145* NAVD 88     -       233.406  (meters)     765.77   (feet)  ADJUSTED  
 LC1145  ___________________________________________________________________
 LC1145  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LC1145  DYNAMIC HT  -         233.286 (meters)     765.37  (feet)  COMP
 LC1145  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 LC1145
 LC1145  VERT ORDER  -  SECOND    CLASS 0
 LC1145
 LC1145.The horizontal coordinates were scaled from a topographic map and have
 LC1145.an estimated accuracy of +/- 6 seconds.
 LC1145
 LC1145.The orthometric height was determined by differential leveling
 LC1145.and adjusted by the National Geodetic Survey in June 1991..
 LC1145
 LC1145.The geoid height was determined by GEOID03.
 LC1145
 LC1145.The dynamic height is computed by dividing the NAVD 88
 LC1145.geopotential number by the normal gravity value computed on the
 LC1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1145.degrees latitude (g = 980.6199 gals.).
 LC1145
 LC1145.The modeled gravity was interpolated from observed gravity values.
 LC1145
 LC1145;                    North         East    Units  Estimated Accuracy
 LC1145;SPC IL W     -   371,940.      759,100.      MT  (+/- 180 meters Scaled)
 LC1145
 LC1145                          SUPERSEDED SURVEY CONTROL
 LC1145
 LC1145  NGVD 29 (??/??/92)  233.497  (m)          766.06   (f) ADJ UNCH    2 0
 LC1145
 LC1145.Superseded values are not recommended for survey control.
 LC1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1145.See file dsdata.txt to determine how the superseded data were derived.
 LC1145
 LC1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK888324(NAD 83)
 LC1145_MARKER: DR = REFERENCE MARK DISK
 LC1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1145_STAMPING: GILLETT 11 1934
 LC1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1145+STABILITY: SURFACE MOTION
 LC1145
 LC1145  HISTORY     - Date     Condition        Report By
 LC1145  HISTORY     - 1934     MONUMENTED       CGS
 LC1145  HISTORY     - 1960     GOOD             NGS
 LC1145
 LC1145                          STATION DESCRIPTION
 LC1145
 LC1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1145'0.8 MI E FROM ELKHART.
 LC1145'ABOUT 0.2 MILES EAST ALONG THE MT. PULASKI ROAD FROM ITS JUNCTION
 LC1145'WITH U.S. HIGHWAY 66 THENCE 0.5 MILES EAST ALONG A PRIVATE GRAVEL
 LC1145'DRIVE, THENCE 0.1 MILES NORTH ALONG A WOODS ROAD TO THE HIGHEST
 LC1145'PART OF THE HILL, 08.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 LC1145'WOODS ROAD, 92.9 FEET SOUTHWEST OF TRIANGULATION STATION GILLETT,
 LC1145'ABOUT 1 FOOT ABOVE THE LEVEL OF THE WOODS ROAD, AND SET IN THE
 LC1145'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1147 ***********************************************************************
 LC1147  DESIGNATION -  GILLETT RM 3
 LC1147  PID         -  LC1147
 LC1147  STATE/COUNTY-  IL/LOGAN
 LC1147  USGS QUAD   -  BROADWELL (1980)
 LC1147
 LC1147                         *CURRENT SURVEY CONTROL
 LC1147  ___________________________________________________________________
 LC1147* NAD 83(1986)-  40 00 56.     (N)    089 28 28.     (W)     SCALED    
 LC1147* NAVD 88     -       232.343  (meters)     762.28   (feet)  ADJUSTED  
 LC1147  ___________________________________________________________________
 LC1147  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LC1147  DYNAMIC HT  -         232.223 (meters)     761.88  (feet)  COMP
 LC1147  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 LC1147
 LC1147  VERT ORDER  -  SECOND    CLASS 0
 LC1147
 LC1147.The horizontal coordinates were scaled from a topographic map and have
 LC1147.an estimated accuracy of +/- 6 seconds.
 LC1147
 LC1147.The orthometric height was determined by differential leveling
 LC1147.and adjusted by the National Geodetic Survey in June 1991..
 LC1147
 LC1147.The geoid height was determined by GEOID03.
 LC1147
 LC1147.The dynamic height is computed by dividing the NAVD 88
 LC1147.geopotential number by the normal gravity value computed on the
 LC1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1147.degrees latitude (g = 980.6199 gals.).
 LC1147
 LC1147.The modeled gravity was interpolated from observed gravity values.
 LC1147
 LC1147;                    North         East    Units  Estimated Accuracy
 LC1147;SPC IL W     -   371,940.      759,100.      MT  (+/- 180 meters Scaled)
 LC1147
 LC1147                          SUPERSEDED SURVEY CONTROL
 LC1147
 LC1147  NGVD 29 (??/??/92)  232.434  (m)          762.58   (f) ADJ UNCH    2 0
 LC1147
 LC1147.Superseded values are not recommended for survey control.
 LC1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1147.See file dsdata.txt to determine how the superseded data were derived.
 LC1147
 LC1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK888324(NAD 83)
 LC1147_MARKER: DR = REFERENCE MARK DISK
 LC1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1147_STAMPING: GILLETT NO 3 1934
 LC1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1147+STABILITY: SURFACE MOTION
 LC1147
 LC1147  HISTORY     - Date     Condition        Report By
 LC1147  HISTORY     - 1934     MONUMENTED       CGS
 LC1147  HISTORY     - 1960     GOOD             NGS
 LC1147
 LC1147                          STATION DESCRIPTION
 LC1147
 LC1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1147'0.8 MI E FROM ELKHART.
 LC1147'ABOUT 0.2 MILES EAST ALONG THE MT. PULASKI ROAD FROM ITS JUNCTION
 LC1147'WITH U.S. HIGHWAY 66 THENCE 0.5 MILES EAST ALONG A PRIVATE GRAVEL
 LC1147'DRIVE, THENCE 0.1 MILES NORTH ALONG A WOODS ROAD TO THE HIGHEST
 LC1147'PART OF THE HILL, 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 LC1147'WOODS ROAD, 95.6 FEET NORTH-NORTHWEST OF TRIANGULATION STATION
 LC1147'GILLETT, ABOUT 3 FEET BELOW THE LEVEL OF THE WOODS ROAD, AND SET
 LC1147'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0838 ***********************************************************************
 LD0838  DESIGNATION -  GILLHAM
 LD0838  PID         -  LD0838
 LD0838  STATE/COUNTY-  IL/HANCOCK
 LD0838  USGS QUAD   -  WARSAW (1975)
 LD0838
 LD0838                         *CURRENT SURVEY CONTROL
 LD0838  ___________________________________________________________________
 LD0838* NAD 83(1997)-  40 18 40.95431(N)    091 26 02.74040(W)     ADJUSTED  
 LD0838* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 LD0838  ___________________________________________________________________
 LD0838  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 LD0838  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0838
 LD0838  HORZ ORDER  -  SECOND
 LD0838
 LD0838.The horizontal coordinates were established by classical geodetic methods
 LD0838.and adjusted by the National Geodetic Survey in October 1999..
 LD0838
 LD0838.The orthometric height was scaled from a topographic map.
 LD0838
 LD0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0838
 LD0838.The geoid height was determined by GEOID03.
 LD0838
 LD0838;                    North         East     Units Scale Factor Converg.
 LD0838;SPC IL W     -   405,331.178   592,267.534   MT  1.00008400   -0 49 12.1
 LD0838;SPC IL W     - 1,329,824.04  1,943,131.07   sFT  1.00008400   -0 49 12.1
 LD0838;SPC IA S     -    36,663.924   675,607.124   MT  1.00006788   +1 21 38.9
 LD0838;SPC MO E     -   497,439.334   170,602.266   MT  1.00001091   -0 36 15.6
 LD0838;UTM  15      - 4,463,494.331   633,058.845   MT  0.99981794   +1 00 47.5
 LD0838
 LD0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0838!SPC IL W     -   0.99997585  x   1.00008400  =   1.00005985
 LD0838!SPC IA S     -   0.99997585  x   1.00006788  =   1.00004373
 LD0838!SPC MO E     -   0.99997585  x   1.00001091  =   0.99998676
 LD0838!UTM  15      -   0.99997585  x   0.99981794  =   0.99979380
 LD0838
 LD0838:                Primary Azimuth Mark                     Grid Az
 LD0838:SPC IL W     -  LA GRANGE MUNICIPAL TANK                 192 37 21.2
 LD0838:SPC IA S     -  LA GRANGE MUNICIPAL TANK                 190 26 30.2
 LD0838:SPC MO E     -  LA GRANGE MUNICIPAL TANK                 192 24 24.7
 LD0838:UTM  15      -  LA GRANGE MUNICIPAL TANK                 190 47 21.6
 LD0838
 LD0838|---------------------------------------------------------------------|
 LD0838| PID    Reference Object                     Distance      Geod. Az  |
 LD0838|                                                           dddmmss.s |
 LD0838| LD0848 LA GRANGE MUNICIPAL TANK            APPROX.30.1 KM 1914809.1 |
 LD0838| LD0847 CANTON CULVER STOCKTON COLL TK      APPROX.21.9 KM 2020505.7 |
 LD0838| LD0846 FINWAY                              APPROX.14.7 KM 2205331.5 |
 LD0838| CL8589 GILLHAM RM                                         24907     |
 LD0838|---------------------------------------------------------------------|
 LD0838
 LD0838                          SUPERSEDED SURVEY CONTROL
 LD0838
 LD0838  NAD 83(1997)-  40 18 40.95425(N)    091 26 02.74023(W) AD(       ) 2
 LD0838  NAD 83(1986)-  40 18 40.96474(N)    091 26 02.74190(W) AD(       ) 2
 LD0838  NAD 27      -  40 18 40.80300(N)    091 26 02.18900(W) AD(       ) 2
 LD0838
 LD0838.Superseded values are not recommended for survey control.
 LD0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0838.See file dsdata.txt to determine how the superseded data were derived.
 LD0838
 LD0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3305963494(NAD 83)
 LD0838_MARKER: V = STONE MONUMENT
 LD0838_SETTING: 0 = UNSPECIFIED SETTING
 LD0838
 LD0838  HISTORY     - Date     Condition        Report By
 LD0838  HISTORY     - 1931     MONUMENTED       MRC
 LD0838
 LD0838                          STATION DESCRIPTION
 LD0838
 LD0838'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 LD0838'ABOUT 3 MILES SOUTH OF WARSAW, 2 MILES FROM RIVER BANK, ABOUT
 LD0838'3 MILES ABOVE ROCKY RUN CREEK, ON BLUFF BACK OF HUNT AND LIMA
 LD0838'LAKE LEVEE DISTRICT, ON FIRST HILL NORTH OF CREEK AND ROAD
 LD0838'LEADING INTO BOTTOM, ON NARROW RIDGE RUNNING OUT TOWARD RIVER,
 LD0838'ON BALD KNOB WITH ALMOST PERPENDICULAR SIDES, 16.5 METERS
 LD0838'(54 FEET) NORTHWEST OF BLAZED 24-INCH BLACK OAK, AND 12.2 METERS
 LD0838'(40 FEET) SOUTHWEST OF BLAZED 20-INCH BLACK OAK.  TO REACH FROM
 LD0838'MAIN CORNER AT WARSAW, GO SOUTH 3.7 MILES ON MAIN GRAVEL ROAD
 LD0838'TO GAP IN FENCE ON LEFT.  GAP IS ABOUT 100 YARDS SOUTH OF
 LD0838'DIRT ROAD UP HOLLOW TO EAST, 150 YARDS NORTH OF ROAD INTO
 LD0838'BOTTOM TO RIGHT, AND 200 YARDS SOUTH OF 2-STORY BRICK
 LD0838'HOUSE ON WEST SIDE OF ROAD.  FOLLOW TRAIL SOUTHEAST 100
 LD0838'YARDS UP KNOB TO STATION SITE.  MARKED BY CENTER HOLE IN
 LD0838'6-INCH SQUARE STONE POST.  REFERENCE MARK (NOT DESCRIBED)
 LD0838'IS IN SOUTH END OF CULVERT WHICH IS 200 METERS (656
 LD0838'FEET) WEST OF INTERSECTION OF EAST-AND-WEST ROAD AND
 LD0838'TRI-STATE ROUTE, AND APPROXIMATELY ONE-FOURTH MILE FROM
 LD0838'STATION S 69 DEG 07 MIN W.  BEARING FROM
 LD0838'STATION TO STANDPIPE OF CULVER-STOCKTON COLLEGE AT CANTON,
 LD0838'MO., IS S 22 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0627 ***********************************************************************
 LC0627  DESIGNATION -  GILLUM
 LC0627  PID         -  LC0627
 LC0627  STATE/COUNTY-  IL/MCLEAN
 LC0627  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0627
 LC0627                         *CURRENT SURVEY CONTROL
 LC0627  ___________________________________________________________________
 LC0627* NAD 83(1997)-  40 23 42.06797(N)    088 54 03.99992(W)     ADJUSTED  
 LC0627* NAVD 88     -       236.096  (meters)     774.59   (feet)  ADJUSTED  
 LC0627  ___________________________________________________________________
 LC0627  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 LC0627  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0627  DYNAMIC HT  -         235.983 (meters)     774.22  (feet)  COMP
 LC0627  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 LC0627
 LC0627  HORZ ORDER  -  SECOND
 LC0627  VERT ORDER  -  SECOND    CLASS 0
 LC0627
 LC0627.The horizontal coordinates were established by classical geodetic methods
 LC0627.and adjusted by the National Geodetic Survey in October 1999..
 LC0627
 LC0627.The orthometric height was determined by differential leveling
 LC0627.and adjusted by the National Geodetic Survey in June 1991..
 LC0627
 LC0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0627
 LC0627.The geoid height was determined by GEOID03.
 LC0627
 LC0627.The dynamic height is computed by dividing the NAVD 88
 LC0627.geopotential number by the normal gravity value computed on the
 LC0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0627.degrees latitude (g = 980.6199 gals.).
 LC0627
 LC0627.The modeled gravity was interpolated from observed gravity values.
 LC0627
 LC0627;                    North         East     Units Scale Factor Converg.
 LC0627;SPC IL E     -   414,016.275   251,796.882   MT  1.00000359   -0 22 04.6
 LC0627;SPC IL E     - 1,358,318.40    826,103.60   sFT  1.00000359   -0 22 04.6
 LC0627;UTM  16      - 4,473,336.975   338,655.887   MT  0.99992045   -1 13 56.2
 LC0627
 LC0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0627!SPC IL E     -   0.99996798  x   1.00000359  =   0.99997157
 LC0627!UTM  16      -   0.99996798  x   0.99992045  =   0.99988844
 LC0627
 LC0627|---------------------------------------------------------------------|
 LC0627| PID    Reference Object                     Distance      Geod. Az  |
 LC0627|                                                           dddmmss.s |
 LC0627| LC0628 GILLUM RM 2                          16.069 METERS 17834     |
 LC0627| LC0629 GILLUM AZ MK                                       1810430.4 |
 LC0627| LC0626 GILLUM RM 1                          16.793 METERS 35942     |
 LC0627|---------------------------------------------------------------------|
 LC0627
 LC0627                          SUPERSEDED SURVEY CONTROL
 LC0627
 LC0627  NAD 83(1986)-  40 23 42.07938(N)    088 54 03.99999(W) AD(       ) 2
 LC0627  NAD 27      -  40 23 41.95160(N)    088 54 03.73060(W) AD(       ) 2
 LC0627  NGVD 29 (??/??/92)  236.154  (m)          774.78   (f) ADJ UNCH    2 0
 LC0627
 LC0627.Superseded values are not recommended for survey control.
 LC0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0627.See file dsdata.txt to determine how the superseded data were derived.
 LC0627
 LC0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3865673337(NAD 83)
 LC0627_MARKER: DS = TRIANGULATION STATION DISK
 LC0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0627_STAMPING: GILLUM 1959
 LC0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0627+STABILITY: SURFACE MOTION
 LC0627
 LC0627  HISTORY     - Date     Condition        Report By
 LC0627  HISTORY     - 1959     MONUMENTED       CGS
 LC0627  HISTORY     - 1959     GOOD             CGS
 LC0627  HISTORY     - 1973     GOOD             LOCSUR
 LC0627  HISTORY     - 1975     MARK NOT FOUND   NGS
 LC0627  HISTORY     - 1977     MARK NOT FOUND   USGS
 LC0627
 LC0627                          STATION DESCRIPTION
 LC0627
 LC0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0627'THE STATION IS ABOUT 7-3/4 MILES SOUTHEAST OF BLOOMINGTON,
 LC0627'1-1/2 MILES WEST OF DOWNS AND 1 MILE SOUTH OF GILLUM.
 LC0627'
 LC0627'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAYS
 LC0627'150 AND 66 AT THE SOUTHEAST EDGE OF BLOOMINGTON, GO SOUTHEASTERLY
 LC0627'ON U.S. HIGHWAY 150 FOR 4.8 MILES TO A CROSSROADS AND SIGN
 LC0627'GILLUM 1 MILE, TURN RIGHT AND GO SOUTH FOR 0.85 MILE TO
 LC0627'CROSSROADS AT GILLUM, CONTINUE SOUTH FOR 0.9 MILE TO STATION
 LC0627'ON LEFT AS DESCRIBED.
 LC0627'
 LC0627'STATION MARK, IS A STANDARD STATION MARK DISK STAMPED GILLUM
 LC0627'1959, SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0627'ABOUT 3 INCHES.  IT IS 1.5 FEET WEST OF WITNESS POST, 1.4
 LC0627'FEET WEST OF FENCE AND 22 FEET EAST OF CENTER OF ROAD.
 LC0627'
 LC0627'REFERENCE MARK NUMBER 1, IS A STANDARD REFERENCE MARK DISK
 LC0627'STAMPED GILLUM NO 1 1959, SET IN A 12 INCH SQUARE CONCRETE
 LC0627'POST WHICH PROJECTS ABOUT 5 INCHES.  IT IS 1 FOOT WEST OF
 LC0627'FENCE, 21 FEET EAST OF CENTER OF ROAD AND 54 FEET NORTH OF
 LC0627'WITNESS POST.
 LC0627'
 LC0627'REFERENCE MARK NUMBER 2, IS A STANDARD REFERENCE MARK DISK
 LC0627'STAMPED GILLUM NO 2 1959, SET IN A 12 INCH SQUARE CONCRETE
 LC0627'POST WHICH PROJECTS ABOUT 1 INCH.  IT IS 1 FOOT WEST OF
 LC0627'FENCE, 42 FEET NORTH OF POWER POLE AND 21 FEET EAST OF CENTER
 LC0627'OF ROAD.
 LC0627'
 LC0627'AZIMUTH MARK, IS A STANDARD AZIMUTH MARK DISK STAMPED GILLUM
 LC0627'1959, SET IN A 12 INCH SQUARE CONCRETE POST FLUSH WITH GROUND.
 LC0627'IT IS 27 FEET SOUTH OF TELEPHONE POLE, 3.6 FEET EAST OF
 LC0627'WITNESS POST, 4.6 FEET EAST OF FENCE CORNER AND 35 FEET WEST
 LC0627'OF CENTER OF ROAD.
 LC0627'
 LC0627'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTH FOR 0.3 MILE TO
 LC0627'AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LC0627
 LC0627                          STATION RECOVERY (1959)
 LC0627
 LC0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0627'0.8 MI S FROM GILLUM.
 LC0627'ABOUT 0.8 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0627'THE NEW YORK CENTRAL RAILROAD AT GILLUM, 23 FEET EAST OF THE
 LC0627'CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 95 FEET NORTH
 LC0627'OF THE SECOND POWER POLE SOUTH OF A BOARD GATE EAST OF THE ROAD,
 LC0627'1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 LC0627'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0627'3 INCHES.
 LC0627
 LC0627                          STATION RECOVERY (1973)
 LC0627
 LC0627'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (JWR)
 LC0627'RECOVERED BY HOMER L. CHASTAIN AND ASSOC.
 LC0627'
 LC0627'GILLUM 1959-COULD NOT FIND, DESCRIPTION LOCATES MARKS
 LC0627'
 LC0627'GILLUM NO. 1 1959-IN NEWLY GRADED ROADWAY DITCH, FENCES
 LC0627'AND OTHER REFERENCES ARE ALSO GONE
 LC0627'
 LC0627'GILLUM ASIMUTH MARK WAS LOCATED IN GOOD CONDITION.
 LC0627
 LC0627                          STATION RECOVERY (1975)
 LC0627
 LC0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LC0627'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND
 LC0627'SHOULD BE ASSUMED DESTROYED.  THE ROAD HAS BEEN WIDENED AND ALL
 LC0627'MARKS WAS SEARCHED FOR AND ALL THAT WAS FOUND WAS A SMALL PORTION OF
 LC0627'ONE OF THE REFERENCE MARKS.  THE AZIMUTH MARK WAS FOUND AS DESCRIBED
 LC0627'AND IN GOOD CONDITION.
 LC0627'
 LC0627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST
 LC0627'OF BLOOMINGTON.
 LC0627
 LC0627                          STATION RECOVERY (1977)
 LC0627
 LC0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LC0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0629 ***********************************************************************
 LC0629  DESIGNATION -  GILLUM AZ MK
 LC0629  PID         -  LC0629
 LC0629  STATE/COUNTY-  IL/MCLEAN
 LC0629  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0629
 LC0629                         *CURRENT SURVEY CONTROL
 LC0629  ___________________________________________________________________
 LC0629* NAD 83(1986)-  40 23 25.     (N)    088 54 03.     (W)     SCALED    
 LC0629* NAVD 88     -       235.659  (meters)     773.16   (feet)  ADJUSTED  
 LC0629  ___________________________________________________________________
 LC0629  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0629  DYNAMIC HT  -         235.545 (meters)     772.78  (feet)  COMP
 LC0629  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 LC0629
 LC0629  VERT ORDER  -  SECOND    CLASS 0
 LC0629
 LC0629.The horizontal coordinates were scaled from a topographic map and have
 LC0629.an estimated accuracy of +/- 6 seconds.
 LC0629
 LC0629.The orthometric height was determined by differential leveling
 LC0629.and adjusted by the National Geodetic Survey in June 1991..
 LC0629
 LC0629.The geoid height was determined by GEOID03.
 LC0629
 LC0629.The dynamic height is computed by dividing the NAVD 88
 LC0629.geopotential number by the normal gravity value computed on the
 LC0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0629.degrees latitude (g = 980.6199 gals.).
 LC0629
 LC0629.The modeled gravity was interpolated from observed gravity values.
 LC0629
 LC0629;                    North         East    Units  Estimated Accuracy
 LC0629;SPC IL E     -   413,490.      251,820.      MT  (+/- 180 meters Scaled)
 LC0629
 LC0629                          SUPERSEDED SURVEY CONTROL
 LC0629
 LC0629  NGVD 29 (??/??/92)  235.717  (m)          773.35   (f) ADJ UNCH    2 0
 LC0629
 LC0629.Superseded values are not recommended for survey control.
 LC0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0629.See file dsdata.txt to determine how the superseded data were derived.
 LC0629
 LC0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK386728(NAD 83)
 LC0629_MARKER: DZ = AZIMUTH MARK DISK
 LC0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0629_STAMPING: GILLUM 1959
 LC0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0629+STABILITY: SURFACE MOTION
 LC0629
 LC0629  HISTORY     - Date     Condition        Report By
 LC0629  HISTORY     - 1959     MONUMENTED       CGS
 LC0629  HISTORY     - 1975     GOOD             NGS
 LC0629
 LC0629                          STATION DESCRIPTION
 LC0629
 LC0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0629'1.1 MI S FROM GILLUM.
 LC0629'ABOUT 1.1 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0629'THE NEW YORK CENTRAL RAILROAD AT GILLUM, AT A FENCE CORNER, 37 1/2
 LC0629'FEET WEST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET EAST OF A
 LC0629'FENCE, 4 1/2 FEET EAST OF A FENCE CORNER, 71 FEET SOUTHEAST OF THE
 LC0629'SOUTHEAST CORNER OF A RED BARN, 13 FEET WEST-SOUTHWEST OF THE SOUTH
 LC0629'END OF A CORRUGATED PIPE CULVERT, 3.7 FEET EAST OF A METAL WITNESS
 LC0629'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0629'POST PROJECTING 1 INCH.
 LC0629
 LC0629                          STATION RECOVERY (1975)
 LC0629
 LC0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LC0629'ABOUT 1.1 MILES SOUTH ALONG A PAVED ROAD FROM ITS JUNCTION WITH THE
 LC0629'NEW YORK CENTRAL RAILROAD AT GILLUM, AT A FENCE CORNER AND GATE
 LC0629'LEADING TO FARM BUILDINGS, 38 FEET WEST OF THE CENTERLINE OF THE
 LC0629'ROAD, 3 FEET EAST OF A FENCE 4 FEET EAST OF A FENCE CORNER POST, 4
 LC0629'FEET EAST OF A METAL WITNESS POST, ABOUT THE SAME LEVEL AS THE ROAD.
 LC0629'SET IN THE TOP OF A CONCRETE POST AND PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0626 ***********************************************************************
 LC0626  DESIGNATION -  GILLUM RM 1
 LC0626  PID         -  LC0626
 LC0626  STATE/COUNTY-  IL/MCLEAN
 LC0626  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0626
 LC0626                         *CURRENT SURVEY CONTROL
 LC0626  ___________________________________________________________________
 LC0626* NAD 83(1986)-  40 23 41.     (N)    088 54 03.     (W)     SCALED    
 LC0626* NAVD 88     -       236.249  (meters)     775.09   (feet)  ADJUSTED  
 LC0626  ___________________________________________________________________
 LC0626  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0626  DYNAMIC HT  -         236.136 (meters)     774.72  (feet)  COMP
 LC0626  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 LC0626
 LC0626  VERT ORDER  -  SECOND    CLASS 0
 LC0626
 LC0626.The horizontal coordinates were scaled from a topographic map and have
 LC0626.an estimated accuracy of +/- 6 seconds.
 LC0626
 LC0626.The orthometric height was determined by differential leveling
 LC0626.and adjusted by the National Geodetic Survey in June 1991..
 LC0626
 LC0626.The geoid height was determined by GEOID03.
 LC0626
 LC0626.The dynamic height is computed by dividing the NAVD 88
 LC0626.geopotential number by the normal gravity value computed on the
 LC0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0626.degrees latitude (g = 980.6199 gals.).
 LC0626
 LC0626.The modeled gravity was interpolated from observed gravity values.
 LC0626
 LC0626;                    North         East    Units  Estimated Accuracy
 LC0626;SPC IL E     -   413,980.      251,820.      MT  (+/- 180 meters Scaled)
 LC0626
 LC0626                          SUPERSEDED SURVEY CONTROL
 LC0626
 LC0626  NGVD 29 (??/??/92)  236.307  (m)          775.28   (f) ADJ UNCH    2 0
 LC0626
 LC0626.Superseded values are not recommended for survey control.
 LC0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0626.See file dsdata.txt to determine how the superseded data were derived.
 LC0626
 LC0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK386733(NAD 83)
 LC0626_MARKER: DR = REFERENCE MARK DISK
 LC0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0626_STAMPING: GILLUM NO 1 1959
 LC0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0626+STABILITY: SURFACE MOTION
 LC0626
 LC0626  HISTORY     - Date     Condition        Report By
 LC0626  HISTORY     - 1959     MONUMENTED       CGS
 LC0626  HISTORY     - 1975     MARK NOT FOUND   NGS
 LC0626
 LC0626                          STATION DESCRIPTION
 LC0626
 LC0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0626'0.8 MI S FROM GILLUM.
 LC0626'ABOUT 0.8 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0626'THE NEW YORK CENTRAL RAILROAD AT GILLUM, 20 FEET EAST OF THE CENTER
 LC0626'LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 150 1/2 FEET NORTH
 LC0626'OF THE SECOND POWER POLE SOUTH OF A BOARD GATE EAST OF THE ROAD,
 LC0626'55.1 FEET NORTH OF TRIANGULATION STATION GILLUM, 54.2 FEET NORTH
 LC0626'OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 LC0626'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LC0626
 LC0626                          STATION RECOVERY (1975)
 LC0626
 LC0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LC0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0628 ***********************************************************************
 LC0628  DESIGNATION -  GILLUM RM 2
 LC0628  PID         -  LC0628
 LC0628  STATE/COUNTY-  IL/MCLEAN
 LC0628  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0628
 LC0628                         *CURRENT SURVEY CONTROL
 LC0628  ___________________________________________________________________
 LC0628* NAD 83(1986)-  40 23 41.     (N)    088 54 03.     (W)     SCALED    
 LC0628* NAVD 88     -       236.184  (meters)     774.88   (feet)  ADJUSTED  
 LC0628  ___________________________________________________________________
 LC0628  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0628  DYNAMIC HT  -         236.070 (meters)     774.51  (feet)  COMP
 LC0628  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 LC0628
 LC0628  VERT ORDER  -  SECOND    CLASS 0
 LC0628
 LC0628.The horizontal coordinates were scaled from a topographic map and have
 LC0628.an estimated accuracy of +/- 6 seconds.
 LC0628
 LC0628.The orthometric height was determined by differential leveling
 LC0628.and adjusted by the National Geodetic Survey in June 1991..
 LC0628
 LC0628.The geoid height was determined by GEOID03.
 LC0628
 LC0628.The dynamic height is computed by dividing the NAVD 88
 LC0628.geopotential number by the normal gravity value computed on the
 LC0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0628.degrees latitude (g = 980.6199 gals.).
 LC0628
 LC0628.The modeled gravity was interpolated from observed gravity values.
 LC0628
 LC0628;                    North         East    Units  Estimated Accuracy
 LC0628;SPC IL E     -   413,980.      251,820.      MT  (+/- 180 meters Scaled)
 LC0628
 LC0628                          SUPERSEDED SURVEY CONTROL
 LC0628
 LC0628  NGVD 29 (??/??/92)  236.241  (m)          775.07   (f) ADJ UNCH    2 0
 LC0628
 LC0628.Superseded values are not recommended for survey control.
 LC0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0628.See file dsdata.txt to determine how the superseded data were derived.
 LC0628
 LC0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK386733(NAD 83)
 LC0628_MARKER: DR = REFERENCE MARK DISK
 LC0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0628_STAMPING: GILLUM NO 2 1959
 LC0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0628+STABILITY: SURFACE MOTION
 LC0628
 LC0628  HISTORY     - Date     Condition        Report By
 LC0628  HISTORY     - 1959     MONUMENTED       CGS
 LC0628  HISTORY     - 1975     MARK NOT FOUND   NGS
 LC0628
 LC0628                          STATION DESCRIPTION
 LC0628
 LC0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0628'0.8 MI S FROM GILLUM.
 LC0628'ABOUT 0.8 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0628'THE NEW YORK CENTRAL RAILROAD AT GILLUM, 22 FEET EAST OF THE
 LC0628'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 42 1/2 FEET NORTH
 LC0628'OF THE SECOND POWER POLE SOUTH OF A BOARD GATE EAST OF THE ROAD,
 LC0628'52.7 FEET SOUTH OF TRIANGULATION STATION GILLUM, 53.7 FEET SOUTH
 LC0628'OF A METAL WITNESS POST, ABOUT A FOOT BELOW THE LEVEL OF THE ROAD
 LC0628'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0628
 LC0628                          STATION RECOVERY (1975)
 LC0628
 LC0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LC0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0107 ***********************************************************************
 LC0107  DESIGNATION -  GILMAN
 LC0107  PID         -  LC0107
 LC0107  STATE/COUNTY-  IL/IROQUOIS
 LC0107  USGS QUAD   -  LA HOGUE (1986)
 LC0107
 LC0107                         *CURRENT SURVEY CONTROL
 LC0107  ___________________________________________________________________
 LC0107* NAD 83(1997)-  40 46 21.59334(N)    088 00 47.14541(W)     ADJUSTED  
 LC0107* NAVD 88     -       199.708  (meters)     655.21   (feet)  ADJUSTED  
 LC0107  ___________________________________________________________________
 LC0107  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LC0107  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LC0107  DYNAMIC HT  -         199.621 (meters)     654.92  (feet)  COMP
 LC0107  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 LC0107
 LC0107  HORZ ORDER  -  SECOND
 LC0107  VERT ORDER  -  SECOND    CLASS 0
 LC0107
 LC0107.The horizontal coordinates were established by classical geodetic methods
 LC0107.and adjusted by the National Geodetic Survey in October 1999..
 LC0107
 LC0107.The orthometric height was determined by differential leveling
 LC0107.and adjusted by the National Geodetic Survey in June 1991..
 LC0107
 LC0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0107
 LC0107.The geoid height was determined by GEOID03.
 LC0107
 LC0107.The dynamic height is computed by dividing the NAVD 88
 LC0107.geopotential number by the normal gravity value computed on the
 LC0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0107.degrees latitude (g = 980.6199 gals.).
 LC0107
 LC0107.The modeled gravity was interpolated from observed gravity values.
 LC0107
 LC0107;                    North         East     Units Scale Factor Converg.
 LC0107;SPC IL E     -   455,845.807   327,034.938   MT  0.99998399   +0 12 32.9
 LC0107;SPC IL E     - 1,495,554.12  1,072,947.13   sFT  0.99998399   +0 12 32.9
 LC0107;UTM  16      - 4,514,014.849   414,504.339   MT  0.99968997   -0 39 41.9
 LC0107
 LC0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0107!SPC IL E     -   0.99997376  x   0.99998399  =   0.99995775
 LC0107!UTM  16      -   0.99997376  x   0.99968997  =   0.99966374
 LC0107
 LC0107:                Primary Azimuth Mark                     Grid Az
 LC0107:SPC IL E     -  DANFORTH MUNICIPAL TANK                  029 42 23.3
 LC0107:UTM  16      -  DANFORTH MUNICIPAL TANK                  030 34 38.1
 LC0107
 LC0107|---------------------------------------------------------------------|
 LC0107| PID    Reference Object                     Distance      Geod. Az  |
 LC0107|                                                           dddmmss.s |
 LC0107| LB2343 DANFORTH MUNICIPAL TANK             APPROX. 6.0 KM 0295456.2 |
 LC0107| LC0106 GILMAN RM 1                          17.045 METERS 08835     |
 LC0107| LB2344 GILMAN MUNICIPAL TANK               APPROX. 2.2 KM 1092637.4 |
 LC0107| LC0108 GILMAN RM 2                          17.415 METERS 26843     |
 LC0107| CI7459 GILMAN AZ MK                                       2692600.5 |
 LC0107|---------------------------------------------------------------------|
 LC0107
 LC0107                          SUPERSEDED SURVEY CONTROL
 LC0107
 LC0107  NAD 83(1997)-  40 46 21.59382(N)    088 00 47.14655(W) AD(       ) 2
 LC0107  NAD 83(1986)-  40 46 21.60131(N)    088 00 47.15374(W) AD(       ) 2
 LC0107  NAD 27      -  40 46 21.47640(N)    088 00 47.00790(W) AD(       ) 2
 LC0107  NGVD 29 (??/??/92)  199.781  (m)          655.45   (f) ADJ UNCH    2 0
 LC0107
 LC0107.Superseded values are not recommended for survey control.
 LC0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0107.See file dsdata.txt to determine how the superseded data were derived.
 LC0107
 LC0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1450414015(NAD 83)
 LC0107_MARKER: DS = TRIANGULATION STATION DISK
 LC0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0107_STAMPING: GILMAN 1959
 LC0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0107+STABILITY: SURFACE MOTION
 LC0107
 LC0107  HISTORY     - Date     Condition        Report By
 LC0107  HISTORY     - 1959     MONUMENTED       CGS
 LC0107  HISTORY     - 1959     GOOD             CGS
 LC0107  HISTORY     - 1979     GOOD             NGS
 LC0107
 LC0107                          STATION DESCRIPTION
 LC0107
 LC0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0107'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF GILMAN AND
 LC0107'ABOUT 2 MILES WEST OF U.S. HIGHWAY 45.
 LC0107'
 LC0107'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54, 45
 LC0107'AND 24, ABOUT 1 MILE SOUTH OF GILMAN, GO WEST ON U.S. HIGHWAY
 LC0107'24 FOR 0.85 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR
 LC0107'1.5 MILE ON A GRAVEL ROAD TO A SIDE ROAD LEFT, TURN LEFT, WEST,
 LC0107'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 LC0107'
 LC0107'STATION MARK, A STANDARD DISK STAMPED GILMAN 1959, IS SET IN
 LC0107'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK
 LC0107'IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVEL
 LC0107'ROAD, 1.8 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF A
 LC0107'FENCE LINE.
 LC0107'
 LC0107'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED GILMAN NO
 LC0107'1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0107'5 INCHES.  THE MARK IS 24 FEET SOUTH OF THE APPROXIMATE
 LC0107'CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF THE FENCE LINE.
 LC0107'
 LC0107'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED GILMAN NO
 LC0107'2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0107'4 INCHES.  THE MARK IS 24 FEET SOUTH OF THE APPROXIMATE
 LC0107'CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF THE FENCE LINE.
 LC0107'
 LC0107'AZIMUTH MARK, A STANDARD DISK STAMPED GILMAN 1959, IS SET
 LC0107'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 LC0107'THE MARK IS 102 FEET EAST OF A DRIVEWAY LEADING TO THE HOME OF
 LC0107'MR. EDWARD T. MILLER, 25 FEET EAST OF A TELEPHONE POLE, 23.5
 LC0107'FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD,
 LC0107'1.8 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A FENCE
 LC0107'LINE.
 LC0107'
 LC0107'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LC0107'GRAVEL ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LC0107'AS DESCRIBED.
 LC0107
 LC0107                          STATION RECOVERY (1959)
 LC0107
 LC0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0107'1.6 MI NW FROM GILMAN.
 LC0107'ABOUT 0.1 MILE NORTH ALONG NORTH CENTRAL STREET FROM THE POST
 LC0107'OFFICE AT GILMAN, THENCE 1.1 MILES WEST ALONG A GRAVEL ROAD, THENCE
 LC0107'0.35 MILES NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF A GRAVEL
 LC0107'ROAD WEST, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 183 FEET
 LC0107'WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE,
 LC0107'132 FEET EAST OF A T-FENCE CORNER, 1.8 FEET WEST-NORTHWEST OF A
 LC0107'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 LC0107'OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0107
 LC0107                          STATION RECOVERY (1979)
 LC0107
 LC0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0107'STATION MARK, RM 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD
 LC0107'CONDITION.  DUE TO MANY ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 LC0107'
 LC0107'THE STATION IS LOCATED ABOUT 1 AND 1 QUARTER MILE NW OF GILMAN AND
 LC0107'ON ROAD RIGHT OF WAY, IT IS 239 FT W OF THE CENTER LINE ROAD, 137 FT
 LC0107'E OF E 1 OF 3 LARGE TREES IN A ROW, 24 FT S OF CENTER LINE OF ROAD AND
 LC0107'1.5 FT W OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 LC0107'DISK STAMPED GILMAN 1959.
 LC0107'
 LC0107'RM 1 IS 183 FT W OF CENTER LINE OF ROAD, 55 FT E OF THE METAL WITNESS
 LC0107'POST AND 23 FT S OF CENTER LINE OF ROAD.  THE MARK PROJECTS 6 INCHES
 LC0107'AND THE DISK STAMPED GILMAN NO 1 1959.
 LC0107'
 LC0107'RM 2 IS 82 FT E OF THE E ONE OF THREE LARGE TREES, 59 FT W OF THE
 LC0107'METAL WITNESS POST AND 23 FT S OF THE CENTER LINE OF ROAD.  THE MARK
 LC0107'PROJECTS 4 INCHES AND THE DISK STAMPED GILMAN NO 2 1959.
 LC0107'
 LC0107'THE AZIMUTH MARK IS 104 FT E OF CENTER LINE OF DRIVEWAY, 22 FT N OF
 LC0107'THE CENTER LINE OF ROAD AND 0.5 FT S OF A METAL WITNESS POST.  THE
 LC0107'MARK IS FLUSH AND THE DISK STAMPED GILMAN 1959.
 LC0107'
 LC0107'TO REACH STATION FROM JUNCTION OF INTERSTATE HIGHWAY 57 AND
 LC0107'U.S. HIGHWAY 24 AT THE SW EDGE OF GILMAN, GO W ON HIGHWAY 24 FOR 0.25
 LC0107'MILE TO A CROSS ROADS.  TURN RIGHT, GO N ON PAVED ROAD FOR 1.5 MILE
 LC0107'TO A SIDE ROAD LEFT.  TURN LEFT, GO W FOR 0.05 MILE TO STATION LEFT AS
 LC0107'DESCRIBED.  CONTINUE W FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 LC0107'NORTH SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2344 ***********************************************************************
 LB2344  DESIGNATION -  GILMAN MUNICIPAL TANK
 LB2344  PID         -  LB2344
 LB2344  STATE/COUNTY-  IL/IROQUOIS
 LB2344  USGS QUAD   -  GILMAN (1986)
 LB2344
 LB2344                         *CURRENT SURVEY CONTROL
 LB2344  ___________________________________________________________________
 LB2344* NAD 83(1997)-  40 45 58.36820(N)    087 59 20.64677(W)     ADJUSTED  
 LB2344* NAVD 88     -                                                        
 LB2344  ___________________________________________________________________
 LB2344  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LB2344  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LB2344
 LB2344  HORZ ORDER  -  THIRD
 LB2344
 LB2344.The horizontal coordinates were established by classical geodetic methods
 LB2344.and adjusted by the National Geodetic Survey in October 1999..
 LB2344
 LB2344
 LB2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2344
 LB2344.The geoid height was determined by GEOID03.
 LB2344
 LB2344;                    North         East     Units Scale Factor Converg.
 LB2344;SPC IL E     -   455,137.078   329,066.183   MT  0.99998539   +0 13 29.3
 LB2344;SPC IL E     - 1,493,228.90  1,079,611.30   sFT  0.99998539   +0 13 29.3
 LB2344;UTM  16      - 4,513,275.553   416,523.980   MT  0.99968577   -0 38 45.1
 LB2344
 LB2344                          SUPERSEDED SURVEY CONTROL
 LB2344
 LB2344  NAD 83(1997)-  40 45 58.36859(N)    087 59 20.64830(W) AD(       ) 4
 LB2344  NAD 83(1986)-  40 45 58.37631(N)    087 59 20.65517(W) AD(       ) 4
 LB2344  NAD 27      -  40 45 58.25100(N)    087 59 20.51100(W) AD(       ) 3
 LB2344
 LB2344.Superseded values are not recommended for survey control.
 LB2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2344.See file dsdata.txt to determine how the superseded data were derived.
 LB2344
 LB2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1652413276(NAD 83)
 LB2344_MARKER: 53 = ELEVATED TANK
 LB2344
 LB2344  HISTORY     - Date     Condition        Report By
 LB2344  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2344  HISTORY     - 1959     GOOD             CGS
 LB2344
 LB2344                          STATION DESCRIPTION
 LB2344
 LB2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LB2344'THE POINT OBSERVED UPON WAS THE FINAL OF THE MUNICIPAL WATER TANK OF
 LB2344'GILMAN.  THE TANK IS A STEEL STRUCTURE PAINTED BLACK AND IS
 LB2344'APPROXIMATELY 125 FEET HIGH.  IT IS LOCATED IN THE CENTRAL PART OF
 LB2344'TOWN AND IS THE ONLY TANK IN THE IMMEDIATE VICINITY.
 LB2344'
 LB2344'OBSERVED UPON FROM TRIANGULATION STATIONS.  PIPER, KEMPTON, SPRING
 LB2344'CREEK (U. S. L. S. 1879), AND ASHKUM (NO. 58 W U. S. G. S.).
 LB2344'
 LB2344'AN INTERSECTION STATION.
 LB2344
 LB2344                          STATION RECOVERY (1959)
 LB2344
 LB2344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LB2344'THE STATION IS LOCATED IN THE SOUTHEAST PART OF GILMAN, 0.05 MILE
 LB2344'SOUTH OF U. S. HIGHWAY 45 AND APPROXIMATELY 150 FEET SOUTHWEST OF
 LB2344'THE CORNER OF S. HARTWELL STREET AND E. CRESENT STREET.
 LB2344'
 LB2344'THE STATION IS AN OVAL SHAPED TANK SUPPORTED BY 4 LEGS, PAINTED
 LB2344'SILVER AND IS APPROXIMATELY 130 FEET HIGH.
 LB2344'
 LB2344'THE POINT INTERSECTED WAS THE CENTER OF THE FINAL ON TOP OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0106 ***********************************************************************
 LC0106  DESIGNATION -  GILMAN RM 1
 LC0106  PID         -  LC0106
 LC0106  STATE/COUNTY-  IL/IROQUOIS
 LC0106  USGS QUAD   -  LA HOGUE (1986)
 LC0106
 LC0106                         *CURRENT SURVEY CONTROL
 LC0106  ___________________________________________________________________
 LC0106* NAD 83(1986)-  40 46 21.     (N)    088 00 47.     (W)     SCALED    
 LC0106* NAVD 88     -       199.777  (meters)     655.43   (feet)  ADJUSTED  
 LC0106  ___________________________________________________________________
 LC0106  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LC0106  DYNAMIC HT  -         199.689 (meters)     655.15  (feet)  COMP
 LC0106  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 LC0106
 LC0106  VERT ORDER  -  SECOND    CLASS 0
 LC0106
 LC0106.The horizontal coordinates were scaled from a topographic map and have
 LC0106.an estimated accuracy of +/- 6 seconds.
 LC0106
 LC0106.The orthometric height was determined by differential leveling
 LC0106.and adjusted by the National Geodetic Survey in June 1991..
 LC0106
 LC0106.The geoid height was determined by GEOID03.
 LC0106
 LC0106.The dynamic height is computed by dividing the NAVD 88
 LC0106.geopotential number by the normal gravity value computed on the
 LC0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0106.degrees latitude (g = 980.6199 gals.).
 LC0106
 LC0106.The modeled gravity was interpolated from observed gravity values.
 LC0106
 LC0106;                    North         East    Units  Estimated Accuracy
 LC0106;SPC IL E     -   455,830.      327,040.      MT  (+/- 180 meters Scaled)
 LC0106
 LC0106                          SUPERSEDED SURVEY CONTROL
 LC0106
 LC0106  NGVD 29 (??/??/92)  199.850  (m)          655.67   (f) ADJ UNCH    2 0
 LC0106
 LC0106.Superseded values are not recommended for survey control.
 LC0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0106.See file dsdata.txt to determine how the superseded data were derived.
 LC0106
 LC0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL145139(NAD 83)
 LC0106_MARKER: DR = REFERENCE MARK DISK
 LC0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0106_STAMPING: GILMAN NO 1 1959
 LC0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0106+STABILITY: SURFACE MOTION
 LC0106
 LC0106  HISTORY     - Date     Condition        Report By
 LC0106  HISTORY     - 1959     MONUMENTED       CGS
 LC0106
 LC0106                          STATION DESCRIPTION
 LC0106
 LC0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0106'1.6 MI NW FROM GILMAN.
 LC0106'ABOUT 0.1 MILE NORTH ALONG NORTH CENTRAL STREET FROM THE POST
 LC0106'OFFICE AT GILMAN, THENCE 1.1 MILES WEST ALONG A GRAVEL ROAD,
 LC0106'THENCE 0.35 MILE NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF A
 LC0106'GRAVEL ROAD WEST, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 LC0106'WEST, 139 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH
 LC0106'OF A FENCE, 56.0 FEET EAST OF TRIANGULATION STATION GILMAN, 188
 LC0106'FEET EAST OF A T-FENCE CORNER, 54.2 FEET EAST OF A METAL WITNESS
 LC0106'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0106'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0108 ***********************************************************************
 LC0108  DESIGNATION -  GILMAN RM 2
 LC0108  PID         -  LC0108
 LC0108  STATE/COUNTY-  IL/IROQUOIS
 LC0108  USGS QUAD   -  LA HOGUE (1986)
 LC0108
 LC0108                         *CURRENT SURVEY CONTROL
 LC0108  ___________________________________________________________________
 LC0108* NAD 83(1986)-  40 46 21.     (N)    088 00 47.     (W)     SCALED    
 LC0108* NAVD 88     -       199.629  (meters)     654.95   (feet)  ADJUSTED  
 LC0108  ___________________________________________________________________
 LC0108  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LC0108  DYNAMIC HT  -         199.542 (meters)     654.66  (feet)  COMP
 LC0108  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 LC0108
 LC0108  VERT ORDER  -  SECOND    CLASS 0
 LC0108
 LC0108.The horizontal coordinates were scaled from a topographic map and have
 LC0108.an estimated accuracy of +/- 6 seconds.
 LC0108
 LC0108.The orthometric height was determined by differential leveling
 LC0108.and adjusted by the National Geodetic Survey in June 1991..
 LC0108
 LC0108.The geoid height was determined by GEOID03.
 LC0108
 LC0108.The dynamic height is computed by dividing the NAVD 88
 LC0108.geopotential number by the normal gravity value computed on the
 LC0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0108.degrees latitude (g = 980.6199 gals.).
 LC0108
 LC0108.The modeled gravity was interpolated from observed gravity values.
 LC0108
 LC0108;                    North         East    Units  Estimated Accuracy
 LC0108;SPC IL E     -   455,830.      327,040.      MT  (+/- 180 meters Scaled)
 LC0108
 LC0108                          SUPERSEDED SURVEY CONTROL
 LC0108
 LC0108  NGVD 29 (??/??/92)  199.702  (m)          655.19   (f) ADJ UNCH    2 0
 LC0108
 LC0108.Superseded values are not recommended for survey control.
 LC0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0108.See file dsdata.txt to determine how the superseded data were derived.
 LC0108
 LC0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL145139(NAD 83)
 LC0108_MARKER: DR = REFERENCE MARK DISK
 LC0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0108_STAMPING: GILMAN NO 2 1959
 LC0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0108+STABILITY: SURFACE MOTION
 LC0108
 LC0108  HISTORY     - Date     Condition        Report By
 LC0108  HISTORY     - 1959     MONUMENTED       CGS
 LC0108
 LC0108                          STATION DESCRIPTION
 LC0108
 LC0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0108'1.6 MI NW FROM GILMAN.
 LC0108'ABOUT 0.1 MILES NORTH ALONG NORTH CENTRAL STREET FROM THE POST
 LC0108'OFFICE AT GILMAN, THENCE 1.1 MILES WEST ALONG A GRAVEL ROAD,
 LC0108'THENCE 0.35 MILES NORTH ALONG A GRAVEL ROAD, AT THE JUNCTION OF
 LC0108'A GRAVEL ROAD WEST, 24 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 LC0108'ROAD WEST, 240 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 LC0108'NORTH OF A FENCE, 75 FEET EAST OF A T-FENCE CORNER, 57.1 FEET
 LC0108'WEST OF TRIANGULATION STATION GILMAN, 58.8 FEET WEST OF A METAL
 LC0108'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LC0108'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0557 ***********************************************************************
 LC0557  DESIGNATION -  GILMORE
 LC0557  PID         -  LC0557
 LC0557  STATE/COUNTY-  IL/MCLEAN
 LC0557  USGS QUAD   -  LE ROY (1981)
 LC0557
 LC0557                         *CURRENT SURVEY CONTROL
 LC0557  ___________________________________________________________________
 LC0557* NAD 83(1997)-  40 20 45.94321(N)    088 47 34.27285(W)     ADJUSTED  
 LC0557* NAVD 88     -       244.363  (meters)     801.71   (feet)  ADJUSTED  
 LC0557  ___________________________________________________________________
 LC0557  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LC0557  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC0557  DYNAMIC HT  -         244.246 (meters)     801.33  (feet)  COMP
 LC0557  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 LC0557
 LC0557  HORZ ORDER  -  SECOND
 LC0557  VERT ORDER  -  SECOND    CLASS 0
 LC0557
 LC0557.The horizontal coordinates were established by classical geodetic methods
 LC0557.and adjusted by the National Geodetic Survey in October 1999..
 LC0557
 LC0557.The orthometric height was determined by differential leveling
 LC0557.and adjusted by the National Geodetic Survey in June 1991..
 LC0557
 LC0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0557
 LC0557.The geoid height was determined by GEOID03.
 LC0557
 LC0557.The dynamic height is computed by dividing the NAVD 88
 LC0557.geopotential number by the normal gravity value computed on the
 LC0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0557.degrees latitude (g = 980.6199 gals.).
 LC0557
 LC0557.The modeled gravity was interpolated from observed gravity values.
 LC0557
 LC0557;                    North         East     Units Scale Factor Converg.
 LC0557;SPC IL E     -   408,530.428   260,959.529   MT  0.99999375   -0 17 51.0
 LC0557;SPC IL E     - 1,340,320.25    856,164.72   sFT  0.99999375   -0 17 51.0
 LC0557;UTM  16      - 4,467,714.146   347,733.913   MT  0.99988540   -1 09 39.3
 LC0557
 LC0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0557!SPC IL E     -   0.99996668  x   0.99999375  =   0.99996043
 LC0557!UTM  16      -   0.99996668  x   0.99988540  =   0.99985208
 LC0557
 LC0557:                Primary Azimuth Mark                     Grid Az
 LC0557:SPC IL E     -  GILMORE AZ MK                            181 17 12.1
 LC0557:UTM  16      -  GILMORE AZ MK                            182 09 00.4
 LC0557
 LC0557|---------------------------------------------------------------------|
 LC0557| PID    Reference Object                     Distance      Geod. Az  |
 LC0557|                                                           dddmmss.s |
 LC0557| LC0559 GILMORE AZ MK                                      1805921.1 |
 LC0557| LC1615 GILMORE RM 3                         10.820 METERS 26933     |
 LC0557| LC0558 GILMORE RM 2                         11.346 METERS 26949     |
 LC0557| LC0556 GILMORE RM 1                         17.334 METERS 35946     |
 LC0557|---------------------------------------------------------------------|
 LC0557
 LC0557                          SUPERSEDED SURVEY CONTROL
 LC0557
 LC0557  NAD 83(1986)-  40 20 45.95526(N)    088 47 34.27491(W) AD(       ) 2
 LC0557  NAD 27      -  40 20 45.82930(N)    088 47 34.01630(W) AD(       ) 2
 LC0557  NGVD 29 (??/??/92)  244.419  (m)          801.90   (f) ADJ UNCH    2 0
 LC0557
 LC0557.Superseded values are not recommended for survey control.
 LC0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0557.See file dsdata.txt to determine how the superseded data were derived.
 LC0557
 LC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4773467714(NAD 83)
 LC0557_MARKER: DS = TRIANGULATION STATION DISK
 LC0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0557_STAMPING: GILMORE 1959
 LC0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0557+STABILITY: SURFACE MOTION
 LC0557
 LC0557  HISTORY     - Date     Condition        Report By
 LC0557  HISTORY     - 1959     MONUMENTED       CGS
 LC0557  HISTORY     - 1959     GOOD             CGS
 LC0557  HISTORY     - 1977     GOOD             NGS
 LC0557
 LC0557                          STATION DESCRIPTION
 LC0557
 LC0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0557'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF LE ROY
 LC0557'AND ABOUT 3/4 MILE SOUTH OF U.S. HIGHWAY 150.
 LC0557'
 LC0557'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 150 (N. WALNUT
 LC0557'STREET) AND WEST CENTER STREET IN LE ROY, GO WEST ON WEST
 LC0557'CENTER STREET FOR 0.3 MILE TO A T INTERSECTION, TURN LEFT
 LC0557'(SOUTH) FOR 0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT (WEST)
 LC0557'ON SURFACED ROAD FOR 1.25 MILES TO CROSSROADS AND CEMETERY
 LC0557'IN THE SOUTHEAST ANGLE OF THE INTERSECTION, TURN RIGHT (NORTH)
 LC0557'ON GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LC0557'CONTINUE NORTH ON GRAVELED ROAD FOR 0.35 MILE TO THE STATION
 LC0557'ON THE RIGHT AS DESCRIBED.
 LC0557'
 LC0557'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A
 LC0557'8 X 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND
 LC0557'THE DISK IS STAMPED GILMORE 1959.  IT IS 55 FEET SOUTH-SOUTHWEST
 LC0557'OF A 24 INCH PINE TREE, 18 FEET EAST OF THE APPROXIMATE CENTER
 LC0557'OF ROAD, 4 FEET WEST OF FENCE AND 3.8 FEET WEST OF WITNESS
 LC0557'POST.
 LC0557'
 LC0557'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 LC0557'IN TOP OF A 8 X 8 INCH CONCRETE POST WHICH PROJECTS ABOUT
 LC0557'4 INCHES AND THE DISK IS STAMPED GILMORE NO 1 1959.  IT IS
 LC0557'18.5 FEET EAST OF THE APPROXIMATE CONTER OF ROAD, 17 FEET
 LC0557'WEST-NORTHWEST OF A 24 INCH PINE TREE AND 4.7 FEET WEST OF
 LC0557'A FENCE.
 LC0557'
 LC0557'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 LC0557'IN THE TOP OF A 8 X 8 INCH CONCRETE POST WHICH PROJECTS ABOUT
 LC0557'3 INCHES AND THE DISK IS STAMPED GILMORE NO 2 1959.  IT IS
 LC0557'20 FEET WEST OF THE APPROXIMATE CENTER OF ROAD AND 1.5 FEET
 LC0557'EAST OF FENCE.
 LC0557'
 LC0557'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF
 LC0557'A 8 X 8 INCH CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES
 LC0557'AND THE DISK IS STAMPED GILMORE 1959.  IT IS 19 FEET WEST
 LC0557'OF THE APPROXIMATE CENTER OF ROAD, 1.6 FEET NORTHEAST OF A
 LC0557'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 LC0557'
 LC0557'HEIGHT OF LIGHT ABOVE STATION MARK 4.80 METERS.
 LC0557
 LC0557                          STATION RECOVERY (1959)
 LC0557
 LC0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0557'2.4 MI NW FROM LE ROY.
 LC0557'ABOUT 1.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0557'FROM THE STAION AT LE ROY, THENCE 0.8 MILES SOUTH ALONG A GRAVEL
 LC0557'ROAD, AT THE HIGHEST PART OF A HILL, 18 FEET EAST OF THE CENTER
 LC0557'LINE OF THE ROAD, 4 FEET WEST OF A FENCE, 89 FEET SOUTH-SOUTHEAST
 LC0557'AND ACROSS THE ROAD FROM THE SOUTH END OF A BOARD GATE, 55 FEET
 LC0557'SOUTH-SOUTHWEST OF THE SOUTH ONE OF THREE PINE TREES EAST OF THE
 LC0557'ROAD, 3.9 FEET WEST OF A METAL WITNESS POST, 2 FEET ABOVE THE
 LC0557'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0557'3 INCHES.
 LC0557
 LC0557                          STATION RECOVERY (1977)
 LC0557
 LC0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LC0557'STATION MARK AND REFERENCE MARK 1 FOUND IN GOOD CONDITION.  REFERENCE
 LC0557'MARK 2 WAS FOUND WITH THE DISK SHEARED OFF.  THE AZIMUTH MARK WAS
 LC0557'NOT FOUND AND ASSUMED DESTROYED BY ROAD CONSTRUCTION.  THERE WAS NO
 LC0557'VISIBLE OBJECT TO SET A NEW AZIMUTH MARK FROM.  REFERENCE MARK
 LC0557'3 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 1 WAS VERIFIED.
 LC0557'DUE TO VARIOUS ROAD CHANGES A NEW DESCRIPTION FOLLOWS--
 LC0557'
 LC0557'STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF LEROY AND ON ROAD
 LC0557'RIGHT-OF-WAY.
 LC0557'
 LC0557'TO REACH THE STATION FROM THE OVERPASS OF INTERSTATE HIGHWAY 74 AND
 LC0557'CHESTNUT STREET AT THE SOUTH EDGE OF LEROY, GO SOUTH ON CHESTNUT
 LC0557'STREET FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 LC0557'AND WEST ON A PAVED ROAD FOR 1.6 MILE TO A CROSSROADS AT A
 LC0557'CEMETERY IN THE SOUTHEAST ANGLE.  TURN RIGHT GO NORTH ON A
 LC0557'GRAVELED ROAD FOR 0.35 MILE AND THE STATION ON THE RIGHT.  IT IS
 LC0557'16 FEET EAST OF THE CENTERLINE OF THE ROAD, 55 FEET SOUTHWEST OF
 LC0557'A 30-INCH LONE PINE TREE AND 3.8 FEET WEST OF A FENCE LINE AND A
 LC0557'METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED
 LC0557'GILMORE 1959.
 LC0557'
 LC0557'REFERENCE MARK 1 IS 16 FEET EAST OF THE CENTERLINE OF THE ROAD, 17
 LC0557'FEET WEST OF THE LONE PINE TREE AND 5.5 FEET WEST OF THE FENCELINE.
 LC0557'THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED GILMORE NO 1 1959.
 LC0557'
 LC0557'REFERENCE MARK 3 IS 39 FEET WEST OF THE METAL WITNESS POST AND 19
 LC0557'FEET WEST OF THE CENTERLINE OF THE ROAD.  THE MARK IS FLUSH AND THE
 LC0557'DISK STAMPED GILMORE 1959 NO 3 1977.
 LC0557'
 LC0557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST OF
 LC0557'LEROY.
 LC0557'
 LC0557'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0559 ***********************************************************************
 LC0559  DESIGNATION -  GILMORE AZ MK
 LC0559  PID         -  LC0559
 LC0559  STATE/COUNTY-  IL/MCLEAN
 LC0559  USGS QUAD   -  LE ROY (1981)
 LC0559
 LC0559                         *CURRENT SURVEY CONTROL
 LC0559  ___________________________________________________________________
 LC0559* NAD 83(1986)-  40 20 29.     (N)    088 47 34.     (W)     SCALED    
 LC0559* NAVD 88     -       238.626  (meters)     782.89   (feet)  ADJUSTED  
 LC0559  ___________________________________________________________________
 LC0559  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC0559  DYNAMIC HT  -         238.511 (meters)     782.51  (feet)  COMP
 LC0559  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 LC0559
 LC0559  VERT ORDER  -  SECOND    CLASS 0
 LC0559
 LC0559.The horizontal coordinates were scaled from a topographic map and have
 LC0559.an estimated accuracy of +/- 6 seconds.
 LC0559
 LC0559.The orthometric height was determined by differential leveling
 LC0559.and adjusted by the National Geodetic Survey in June 1991..
 LC0559
 LC0559.The geoid height was determined by GEOID03.
 LC0559
 LC0559.The dynamic height is computed by dividing the NAVD 88
 LC0559.geopotential number by the normal gravity value computed on the
 LC0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0559.degrees latitude (g = 980.6199 gals.).
 LC0559
 LC0559.The modeled gravity was interpolated from observed gravity values.
 LC0559
 LC0559;                    North         East    Units  Estimated Accuracy
 LC0559;SPC IL E     -   408,010.      260,960.      MT  (+/- 180 meters Scaled)
 LC0559
 LC0559                          SUPERSEDED SURVEY CONTROL
 LC0559
 LC0559  NGVD 29 (??/??/92)  238.682  (m)          783.08   (f) ADJ UNCH    2 0
 LC0559
 LC0559.Superseded values are not recommended for survey control.
 LC0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0559.See file dsdata.txt to determine how the superseded data were derived.
 LC0559
 LC0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK477671(NAD 83)
 LC0559_MARKER: DZ = AZIMUTH MARK DISK
 LC0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0559_STAMPING: GILMORE 1959
 LC0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0559+STABILITY: SURFACE MOTION
 LC0559
 LC0559  HISTORY     - Date     Condition        Report By
 LC0559  HISTORY     - 1959     MONUMENTED       CGS
 LC0559
 LC0559                          STATION DESCRIPTION
 LC0559
 LC0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0559'2.7 MI NW FROM LE ROY.
 LC0559'ABOUT 1.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0559'FROM THE STATION AT LE ROY, THENCE 1.15 MILES SOUTH ALONG A
 LC0559'GRAVEL ROAD, ABOUT 0.05 MILE NORTH OF THE JUNCTION OF AN EAST-WEST
 LC0559'ASPHALT ROAD, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 1
 LC0559'FOOT EAST OF A FENCE, 90 FEET SOUTH OF A POWER POLE WITH A GUY
 LC0559'WIRE, 228 FEET NORTH OF THE CENTER LINE OF THE ASPHALT ROAD,
 LC0559'1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 LC0559'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0559'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0556 ***********************************************************************
 LC0556  DESIGNATION -  GILMORE RM 1
 LC0556  PID         -  LC0556
 LC0556  STATE/COUNTY-  IL/MCLEAN
 LC0556  USGS QUAD   -  LE ROY (1981)
 LC0556
 LC0556                         *CURRENT SURVEY CONTROL
 LC0556  ___________________________________________________________________
 LC0556* NAD 83(1986)-  40 20 45.     (N)    088 47 34.     (W)     SCALED    
 LC0556* NAVD 88     -       244.517  (meters)     802.22   (feet)  ADJUSTED  
 LC0556  ___________________________________________________________________
 LC0556  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC0556  DYNAMIC HT  -         244.400 (meters)     801.84  (feet)  COMP
 LC0556  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 LC0556
 LC0556  VERT ORDER  -  SECOND    CLASS 0
 LC0556
 LC0556.The horizontal coordinates were scaled from a topographic map and have
 LC0556.an estimated accuracy of +/- 6 seconds.
 LC0556
 LC0556.The orthometric height was determined by differential leveling
 LC0556.and adjusted by the National Geodetic Survey in June 1991..
 LC0556
 LC0556.The geoid height was determined by GEOID03.
 LC0556
 LC0556.The dynamic height is computed by dividing the NAVD 88
 LC0556.geopotential number by the normal gravity value computed on the
 LC0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0556.degrees latitude (g = 980.6199 gals.).
 LC0556
 LC0556.The modeled gravity was interpolated from observed gravity values.
 LC0556
 LC0556;                    North         East    Units  Estimated Accuracy
 LC0556;SPC IL E     -   408,500.      260,970.      MT  (+/- 180 meters Scaled)
 LC0556
 LC0556                          SUPERSEDED SURVEY CONTROL
 LC0556
 LC0556  NGVD 29 (??/??/92)  244.573  (m)          802.40   (f) ADJ UNCH    2 0
 LC0556
 LC0556.Superseded values are not recommended for survey control.
 LC0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0556.See file dsdata.txt to determine how the superseded data were derived.
 LC0556
 LC0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK477676(NAD 83)
 LC0556_MARKER: DS = TRIANGULATION STATION DISK
 LC0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0556_STAMPING: GILMORE 1959
 LC0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0556+STABILITY: SURFACE MOTION
 LC0556
 LC0556  HISTORY     - Date     Condition        Report By
 LC0556  HISTORY     - 1959     MONUMENTED       CGS
 LC0556
 LC0556                          STATION DESCRIPTION
 LC0556
 LC0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0556'2.4 MI NW FROM LE ROY.
 LC0556'ABOUT 1.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0556'FROM THE STATION AT LE ROY, THENCE 0.8 MILES SOUTH ALONG A
 LC0556'GRAVEL ROAD, NEAR THE HIGHEST PART OF A HILL, 18 FEET EAST OF THE
 LC0556'CENTER LINE OF THE ROAD, 4 FEET WEST OF A FENCE, 45 FEET SOUTHEAST
 LC0556'AND ACROSS THE ROAD FROM THE SOUTH END OF A BOARD GATE, 17 FEET
 LC0556'WEST-NORTHWEST OF THE SOUTH ONE OF THREE PINE TREES EAST OF THE
 LC0556'ROAD, 56.9 FEET NORTH OF TRIANGULATION STATION GILMORE, 57.6 FEET
 LC0556'NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL
 LC0556'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LC0556'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0558 ***********************************************************************
 LC0558  DESIGNATION -  GILMORE RM 2
 LC0558  PID         -  LC0558
 LC0558  STATE/COUNTY-  IL/MCLEAN
 LC0558  USGS QUAD   -  LE ROY (1981)
 LC0558
 LC0558                         *CURRENT SURVEY CONTROL
 LC0558  ___________________________________________________________________
 LC0558* NAD 83(1986)-  40 20 45.     (N)    088 47 34.     (W)     SCALED    
 LC0558* NAVD 88     -       244.259  (meters)     801.37   (feet)  ADJUSTED  
 LC0558  ___________________________________________________________________
 LC0558  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC0558  DYNAMIC HT  -         244.142 (meters)     800.99  (feet)  COMP
 LC0558  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 LC0558
 LC0558  VERT ORDER  -  SECOND    CLASS 0
 LC0558
 LC0558.The horizontal coordinates were scaled from a topographic map and have
 LC0558.an estimated accuracy of +/- 6 seconds.
 LC0558
 LC0558.The orthometric height was determined by differential leveling
 LC0558.and adjusted by the National Geodetic Survey in June 1991..
 LC0558
 LC0558.The geoid height was determined by GEOID03.
 LC0558
 LC0558.The dynamic height is computed by dividing the NAVD 88
 LC0558.geopotential number by the normal gravity value computed on the
 LC0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0558.degrees latitude (g = 980.6199 gals.).
 LC0558
 LC0558.The modeled gravity was interpolated from observed gravity values.
 LC0558
 LC0558;                    North         East    Units  Estimated Accuracy
 LC0558;SPC IL E     -   408,500.      260,970.      MT  (+/- 180 meters Scaled)
 LC0558
 LC0558                          SUPERSEDED SURVEY CONTROL
 LC0558
 LC0558  NGVD 29 (??/??/92)  244.316  (m)          801.56   (f) ADJ UNCH    2 0
 LC0558
 LC0558.Superseded values are not recommended for survey control.
 LC0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0558.See file dsdata.txt to determine how the superseded data were derived.
 LC0558
 LC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK477676(NAD 83)
 LC0558_MARKER: DR = REFERENCE MARK DISK
 LC0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0558_STAMPING: GILMORE NO 2 1959
 LC0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0558+STABILITY: SURFACE MOTION
 LC0558
 LC0558  HISTORY     - Date     Condition        Report By
 LC0558  HISTORY     - 1959     MONUMENTED       CGS
 LC0558
 LC0558                          STATION DESCRIPTION
 LC0558
 LC0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0558'2.4 MI NW FROM LE ROY.
 LC0558'ABOUT 1.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0558'FROM THE STATION AT LE ROY, THENCE 0.8 MILE SOUTH ALONG A GRAVEL
 LC0558'ROAD, NEAR THE HIGHEST PART OF A HILL, 19 1/2 FEET WEST OF THE
 LC0558'CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A FENCE, 80 FEET
 LC0558'SOUTH OF THE SOUTH END OF A BOARD GATE, 75 FEET SOUTHWEST AND
 LC0558'ACROSS THE ROAD FROM THE SOUTH ONE OF THREE PINE TREES EAST OF
 LC0558'THE ROAD, 37.3 FEET WEST OF TRIANGULATION STATION GILMORE, 41.1
 LC0558'FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/3 FEET ABOVE THE LEVEL
 LC0558'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0558'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1615 ***********************************************************************
 LC1615  DESIGNATION -  GILMORE RM 3
 LC1615  PID         -  LC1615
 LC1615  STATE/COUNTY-  IL/MCLEAN
 LC1615  USGS QUAD   -  LE ROY (1981)
 LC1615
 LC1615                         *CURRENT SURVEY CONTROL
 LC1615  ___________________________________________________________________
 LC1615* NAD 83(1986)-  40 20 45.     (N)    088 47 34.     (W)     SCALED    
 LC1615* NAVD 88     -       244.01   (+/-2cm)     800.6    (feet)  VERTCON   
 LC1615  ___________________________________________________________________
 LC1615  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC1615
 LC1615  VERT ORDER  -  THIRD (See Below)
 LC1615
 LC1615.The horizontal coordinates were scaled from a topographic map and have
 LC1615.an estimated accuracy of +/- 6 seconds.
 LC1615
 LC1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1615.The vertical order pertains to the NGVD 29 superseded value.
 LC1615
 LC1615.The geoid height was determined by GEOID03.
 LC1615
 LC1615;                    North         East    Units  Estimated Accuracy
 LC1615;SPC IL E     -   408,500.      260,970.      MT  (+/- 180 meters Scaled)
 LC1615
 LC1615                          SUPERSEDED SURVEY CONTROL
 LC1615
 LC1615  NGVD 29 (03/28/06)  244.06   (m)          800.7    (f) RESET       3  
 LC1615
 LC1615.Superseded values are not recommended for survey control.
 LC1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1615.See file dsdata.txt to determine how the superseded data were derived.
 LC1615
 LC1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK477676(NAD 83)
 LC1615_MARKER: DR = REFERENCE MARK DISK
 LC1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1615_STAMPING: GILMORE 1959 NO 3 1977
 LC1615_PROJECTION: FLUSH
 LC1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1615+STABILITY: SURFACE MOTION
 LC1615
 LC1615  HISTORY     - Date     Condition        Report By
 LC1615  HISTORY     - 1977     MONUMENTED       NGS
 LC1615
 LC1615                          STATION DESCRIPTION
 LC1615
 LC1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LC1615'2.35 MI NW FROM LEROY.
 LC1615'1.55 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC1615'STATION IN LEROY, THENCE 0.80 MILES SOUTH ALONG A GRAVEL ROAD, AT THE
 LC1615'HIGHEST PART OF A HILL, 67.71 FEET SOUTHWEST OF RM 1, 35.50 FEET WEST
 LC1615'OF THE STATION, AND 19 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LC1615'THE MARK IS 3.9 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1892 ***********************************************************************
 LC1892  DESIGNATION -  GINGRICH
 LC1892  PID         -  LC1892
 LC1892  STATE/COUNTY-  IL/WOODFORD
 LC1892  USGS QUAD   -  METAMORA (1977)
 LC1892
 LC1892                         *CURRENT SURVEY CONTROL
 LC1892  ___________________________________________________________________
 LC1892* NAD 83(1997)-  40 49 22.20865(N)    089 17 18.69362(W)     ADJUSTED  
 LC1892* NAVD 88     -       252.0    (meters)     827.     (feet)  VERTCON   
 LC1892  ___________________________________________________________________
 LC1892  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 LC1892  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LC1892
 LC1892  HORZ ORDER  -  FIRST
 LC1892
 LC1892.The horizontal coordinates were established by classical geodetic methods
 LC1892.and adjusted by the National Geodetic Survey in October 1999..
 LC1892
 LC1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1892
 LC1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1892
 LC1892.The geoid height was determined by GEOID03.
 LC1892
 LC1892;                    North         East     Units Scale Factor Converg.
 LC1892;SPC IL W     -   461,723.312   774,076.073   MT  1.00000869   +0 34 26.7
 LC1892;SPC IL W     - 1,514,837.23  2,539,614.58   sFT  1.00000869   +0 34 26.7
 LC1892;UTM  16      - 4,521,610.780   307,009.464   MT  1.00005845   -1 29 47.5
 LC1892
 LC1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1892!SPC IL W     -   0.99996557  x   1.00000869  =   0.99997426
 LC1892!UTM  16      -   0.99996557  x   1.00005845  =   1.00002402
 LC1892
 LC1892:                Primary Azimuth Mark                     Grid Az
 LC1892:SPC IL W     -  HUMMEL                                   083 34 25.2
 LC1892:UTM  16      -  HUMMEL                                   085 38 39.4
 LC1892
 LC1892|---------------------------------------------------------------------|
 LC1892| PID    Reference Object                     Distance      Geod. Az  |
 LC1892|                                                           dddmmss.s |
 LC1892| LC1869 HUMMEL                              APPROX.16.8 KM 0840851.9 |
 LC1892| CI7460 GINGRICH AZ MK                                     1062549.9 |
 LC1892| CI7462 GINGRICH RM 1                        40.325 METERS 16714     |
 LC1892| CI7463 GINGRICH RM 2                        56.937 METERS 26541     |
 LC1892|---------------------------------------------------------------------|
 LC1892
 LC1892                          SUPERSEDED SURVEY CONTROL
 LC1892
 LC1892  NAD 83(1986)-  40 49 22.22264(N)    089 17 18.69863(W) AD(       ) 1
 LC1892  NAD 27      -  40 49 22.09100(N)    089 17 18.39400(W) AD(       ) 1
 LC1892  NGVD 29 (07/19/86)  252.1    (m)          827.     (f) VERT ANG       
 LC1892
 LC1892.Superseded values are not recommended for survey control.
 LC1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1892.See file dsdata.txt to determine how the superseded data were derived.
 LC1892
 LC1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0700921611(NAD 83)
 LC1892_MARKER: DS = TRIANGULATION STATION DISK
 LC1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1892
 LC1892  HISTORY     - Date     Condition        Report By
 LC1892  HISTORY     - 1939     MONUMENTED       CGS
 LC1892  HISTORY     - 1959     GOOD             CGS
 LC1892  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LC1892  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC1892
 LC1892                          STATION DESCRIPTION
 LC1892
 LC1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1892'THE STATION IS LOCATED 4.5 MILES NORTHEAST OF METAMORA.  3.0
 LC1892'MILES SOUTHEAST OF CAZENOVIA.  IN THE SOUTHWEST QUARTER OF
 LC1892'SEC. 1, T. 27 N., R. 2 W.  AT THE WEST SIDE OF A LANE LEADING
 LC1892'NORTH FROM THE FARM BUILDINGS AND HOME OF MR. S.O. GINGRICH.
 LC1892'15 FEET WEST OF THE CENTER LINE OF THE LANE.  11 FEET SOUTHWEST
 LC1892'OF A FENCE CORNER.  18.5 FEET SOUTHEAST OF THE EAST MOST
 LC1892'OF THREE BLACK WALNUT TREES.  6.5 FEET WEST OF THE
 LC1892'NORTH-AND-SOUTH FENCE LINE.  AND 10.5 FEET SOUTH OF THE
 LC1892'EAST-AND-WEST FENCE LINE.  THE MARK,
 LC1892'PROJECTS THREE INCHES ABOVE THE GROUND AND IS STAMPED GINGRICH
 LC1892'1939.
 LC1892'
 LC1892'TO REACH THE STATION FROM THE JUNCTION OF ILLINOIS STATE
 LC1892'ROUTES NO. 116 AND NO. 89 IN METAMORA, GO EAST ON ROUTE NO.
 LC1892'116 FOR 4.4 MILES TO A POINT WHERE ILLINOIS STATE ROUTE NO.
 LC1892'117 GOES TO THE SOUTH AND A GRAVEL ROAD LEADS TO THE NORTH,
 LC1892'TURN LEFT, NORTH, ON THE GRAVEL AND GO 2.0 MILES TO A CROSS
 LC1892'ROAD, TURN LEFT, WEST, AND GO 0.7 MILE TO THE GINGRICH FARMHOUSE
 LC1892'ON RIGHT AND THE STATION.
 LC1892'
 LC1892'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1892'BRONZE DISKS SET IN CONCRETE.
 LC1892'
 LC1892'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST-SOUTHEAST
 LC1892'OF THE STATION IN THE SOUTH RIGHT-OF-WAY FENCE LINE OF THE
 LC1892'EAST-AND-WEST ROAD AND 24 FEET SOUTH OF THE CENTER LINE OF THE
 LC1892'ROAD.  THE MARK, PROJECTS 3 INCHES ABOVE THE GROUND
 LC1892'AND IS STAMPED GINGRICH 1939.
 LC1892'
 LC1892'REFERENCE MARK NO. 1 IS 40.325 METERS AND 132.30 FEET
 LC1892'SOUTH-SOUTHEAST OF THE STATION IN THE EAST FENCE LINE OF THE
 LC1892'LANE AND 13 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 LC1892'SHED.  THE MARK, PROJECTS 4 INCHES ABOVE THE GROUND
 LC1892'AND IS STAMPED GINGRICH NO 1 1939.
 LC1892'
 LC1892'REFERENCE MARK NO. 2 IS 56.937 METERS AND 186.80 FEET WEST
 LC1892'OF THE STATION AT THE NORTHWEST ANGLE FORMED BY TWO ROWS OF
 LC1892'FIR TREES.  10 FEET EAST OF THE NORTH-AND-SOUTH FENCE AND
 LC1892'22 FEET SOUTH OF THE EAST-AND-WEST FENCE.  THE MARK,
 LC1892'PROJECTS 8 INCHES ABOVE THE GROUND AND IS STAMPED GINGRICH
 LC1892'NO 2 1939.
 LC1892'
 LC1892'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS,
 LC1892'WHICH PROJECT APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 LC1892'
 LC1892'A 77-FOOT TOWER AT GINGRICH IS NEEDED TO SEE A 90-FOOT TOWER
 LC1892'AT BENNINGTON.
 LC1892'
 LC1892'A 77-FOOT TOWER AT GINGRICH IS NEEDED TO SEE A 64-FOOT TOWER
 LC1892'AT FOSTER.
 LC1892'
 LC1892'A 64-FOOT TOWER AT GINGRICH IS NEEDED TO SEE A 64-FOOT TOWER
 LC1892'AT RISSER
 LC1892'
 LC1892'A 64-FOOT TOWER AT GINGRICH IS NEEDED TO SEE A 64-FOOT TOWER
 LC1892'AT LUDWICK
 LC1892'
 LC1892'A 37-FOOT TOWER AT GINGRICH IS NEEDED TO SEE A 90-FOOT TOWER
 LC1892'AT DURST
 LC1892'
 LC1892'A 77-FOOT TOWER AT VOLZ (NO 61 T U.S.G.S.) IS VISIBLE FROM
 LC1892'THE GROUND AT THIS STATION.
 LC1892'
 LC1892'A 77-FOOT TOWER AT DRESSLER IS VISIBLE FROM THE GROUND AT
 LC1892'THIS STATION.
 LC1892'
 LC1892'A 64-FOOT TOWER AT HUMMEL IS VISIBLE FROM THE GROUND AT THIS
 LC1892'STATION.
 LC1892'
 LC1892'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1892
 LC1892                          STATION RECOVERY (1959)
 LC1892
 LC1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1892'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 LC1892'THE DISTANCES TO REFERENCE MARKS 1 AND 2 CHECKED.  THE DIRECTIONS
 LC1892'TO REFERENCE MARKS 1 AND 2 CHECKED.  THE DESCRIPTION OF THE
 LC1892'STATION IS ADEQUATE WITH THE EXCEPTION THAT THE BLACK WALNUT
 LC1892'TREES AT THE STATION ARE NOW GONE.
 LC1892'
 LC1892'A NEW DESCRIPTION AND A NEW TO REACH FOLLOWS--
 LC1892'
 LC1892'THE STATION IS ABOUT 4.5 MILES NORTHWEST OF METAMORA, ABOUT
 LC1892'7 MILES NORTH OF EUREKA AND IS ON THE PROPERTY OF MR. S.O.
 LC1892'GINDRICH, IN THE SOUTHWEST QUARTER OF SEC. 1, T. 27 N., R.
 LC1892'2 W., 15 FEET WEST OF THE CENTERLINE OF A FARM LANE, 11 FEET
 LC1892'SOUTHWEST OF A FENCE CORNER, 6 FEET WEST OF A FENCE LINE AND
 LC1892'10 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 5 INCHES
 LC1892'AND THE DISK IS STAMPED GINGRICH 1939.
 LC1892'
 LC1892'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 LC1892'IN EUREKA, GO NORTH ON STATE HIGHWAY 117 FOR 4.95 MILES TO A
 LC1892'JUNCTION WITH STATE HIGHWAY 116.  CONTINUE NORTH ON HIGHWAY
 LC1892'117 FOR 2 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 LC1892'A PAVED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LC1892'CONTINUE WEST ON A GRAVELED ROAD FOR 0.25 MILE TO A DRIVEWAY
 LC1892'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY AND
 LC1892'A FARM LANE FOR 0.1 MILE TO THE STATION ON THE NORTH SIDE
 LC1892'OF THE FARM BUILDINGS.
 LC1892'
 LC1892'REFERENCE MARK 1 IS 13 FEET NORTH OF THE NORTHWEST CORNER
 LC1892'OF A HOG HOUSE, 12 FEET EAST OF THE CENTERLINE OF THE FARM
 LC1892'LANE AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS
 LC1892'4 INCHES AND THE DISK IS STAMPED GINGRICH NO 1 1939.
 LC1892'
 LC1892'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE WIRE FENCE, 11 FEET
 LC1892'EAST OF A WIRE FENCE AND IS SET IN A LINE OF CEDAR TREES.
 LC1892'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GINGRICH
 LC1892'NO 2 1939
 LC1892'
 LC1892'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 LC1892'ROAD, 1 FOOT WEST OF A WITNESS POST AND IS SET IN AN EAST-WEST
 LC1892'FENCE LINE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 LC1892'STAMPED GINGRICH 1939.
 LC1892
 LC1892                          STATION RECOVERY (1969)
 LC1892
 LC1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1892'TRIANGULATION STATION GINGRICH 1939 AND REFERENCE MARK 2
 LC1892'WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK
 LC1892'AND REFERENCE MARK 1 WERE DESTROYED AT THE OWNERS
 LC1892'REQUEST.  REFERENCE MARK 2 IS OBSTRUCTED BY A ROW OF TREES TO
 LC1892'STATION GINGRICH 1939.  GINGRICH 1939 IS SURROUNDED BY TREES
 LC1892'AND WAS NOT OCCUPIED AT THE REQUEST OF THE OWNER.  REFERENCE
 LC1892'MARK 4 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 LC1892'
 LC1892'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 LC1892'
 LC1892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LC1892'4.5 MILES NORTHEAST OF METAMORA.
 LC1892
 LC1892                          STATION RECOVERY (1998)
 LC1892
 LC1892'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1896 ***********************************************************************
 LC1896  DESIGNATION -  GINGRICH RM 4
 LC1896  PID         -  LC1896
 LC1896  STATE/COUNTY-  IL/WOODFORD
 LC1896  USGS QUAD   -  METAMORA (1977)
 LC1896
 LC1896                         *CURRENT SURVEY CONTROL
 LC1896  ___________________________________________________________________
 LC1896* NAD 83(1997)-  40 49 20.46098(N)    089 17 19.70161(W)     ADJUSTED  
 LC1896* NAVD 88     -       250.7    (meters)     823.     (feet)  VERTCON   
 LC1896  ___________________________________________________________________
 LC1896  X           -      59,997.317 (meters)                     COMP
 LC1896  Y           -  -4,833,303.563 (meters)                     COMP
 LC1896  Z           -   4,147,656.515 (meters)                     COMP
 LC1896  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 LC1896  ELLIP HEIGHT-         218.08  (meters)          (10/21/99) GPS OBS
 LC1896  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LC1896
 LC1896  HORZ ORDER  -  FIRST
 LC1896  ELLP ORDER  -  FOURTH    CLASS I
 LC1896
 LC1896.The horizontal coordinates were established by classical geodetic methods
 LC1896.and adjusted by the National Geodetic Survey in October 1999..
 LC1896
 LC1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1896
 LC1896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1896
 LC1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1896
 LC1896.The ellipsoidal height was determined by GPS observations
 LC1896.and is referenced to NAD 83.
 LC1896
 LC1896.The geoid height was determined by GEOID03.
 LC1896
 LC1896;                    North         East     Units Scale Factor Converg.
 LC1896;SPC IL W     -   461,669.166   774,052.993   MT  1.00000865   +0 34 26.0
 LC1896;SPC IL W     - 1,514,659.59  2,539,538.86   sFT  1.00000865   +0 34 26.0
 LC1896;UTM  16      - 4,521,557.502   306,984.442   MT  1.00005856   -1 29 48.1
 LC1896
 LC1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1896!SPC IL W     -   0.99996579  x   1.00000865  =   0.99997444
 LC1896!UTM  16      -   0.99996579  x   1.00005856  =   1.00002435
 LC1896
 LC1896|---------------------------------------------------------------------|
 LC1896| PID    Reference Object                     Distance      Geod. Az  |
 LC1896|                                                           dddmmss.s |
 LC1896| LC1892 GINGRICH                             58.859 METERS 02340     |
 LC1896| LC1867 BENSON ATT MWV KSO 79               APPROX.15.4 KM 0644014.4 |
 LC1896| CI7464 GINGRICH RM 3                        32.889 METERS 07220     |
 LC1896| LC1872 BENSON ILL PWR CO MWV KSF 47        APPROX.13.7 KM 0743254.3 |
 LC1896| CI7461 GINGRICH AZ MK 2                                   0944820.2 |
 LC1896| CI7460 GINGRICH AZ MK                                     1001324.9 |
 LC1896| LC1895 METAMORA ATT MWV KSB 75             APPROX. 2.1 KM 1445448.3 |
 LC1896| LC1898 METAMORA MUN TANK                   APPROX. 7.1 KM 2392746.0 |
 LC1896| LC1897 CAZENOVIA EDUC TV MAST              APPROX. 2.5 KM 2995811.2 |
 LC1896| CI7463 GINGRICH RM 2                        59.683 METERS 32615     |
 LC1896|---------------------------------------------------------------------|
 LC1896
 LC1896                          SUPERSEDED SURVEY CONTROL
 LC1896
 LC1896  NAD 83(1986)-  40 49 20.47492(N)    089 17 19.70664(W) AD(       ) 1
 LC1896  NAD 27      -  40 49 20.34336(N)    089 17 19.40205(W) AD(       ) 1
 LC1896  NGVD 29 (06/25/91)  250.7    (m)          823.     (f) GPS OBS        
 LC1896
 LC1896.Superseded values are not recommended for survey control.
 LC1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1896.See file dsdata.txt to determine how the superseded data were derived.
 LC1896
 LC1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0698421558(NAD 83)
 LC1896_MARKER: DS = TRIANGULATION STATION DISK
 LC1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1896_SP_SET: CONCRETE POST
 LC1896_STAMPING: GINGRICH 1939 NO 4 1969
 LC1896_MARK LOGO: CGS   
 LC1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1896+STABILITY: SURFACE MOTION
 LC1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC1896+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 LC1896
 LC1896  HISTORY     - Date     Condition        Report By
 LC1896  HISTORY     - 1969     MONUMENTED       CGS
 LC1896  HISTORY     - 1969     GOOD             CGS
 LC1896  HISTORY     - 1976     GOOD             NGS
 LC1896  HISTORY     - 19901004 GOOD             NGS
 LC1896  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC1896  HISTORY     - 20020121 GOOD             INDIV
 LC1896  HISTORY     - 20051012 GOOD             IL-203
 LC1896
 LC1896                          STATION DESCRIPTION
 LC1896
 LC1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1896'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF EUREKA, 5 MILES
 LC1896'WEST-NORTHWEST OF ROANOKE, AND 4.5 MILES NORTHEAST OF METAMORA.  IT
 LC1896'IS ON PROPERTY OWNED BY MR. S.D. GINGRICH.
 LC1896'
 LC1896'TRIANGULATION STATION GINGRICH 1939 WAS NOT OCCUPIED AT THIS DATE
 LC1896'AT THE REQUEST OF THE PROPERTY OWNER.  THE ORIGINAL AZIMUTH MARK AND
 LC1896'RM 1 WERE ALSO REMOVED AT THE OWNERS REQUEST.
 LC1896'
 LC1896'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 116 AND 89
 LC1896'IN METAMORA, GO EAST ON STATE HIGHWAY 116 FOR 4.8 MILES TO THE
 LC1896'JUNCTION OF STATE HIGHWAY 117.  TURN LEFT AND GO NORTH ON A PAVED
 LC1896'ROAD FOR 2.1 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 LC1896'PAVED ROAD FOR 0.15 MILE TO THE END OF THE PAVEMENT AND THE AZIMUTH
 LC1896'MARK ON THE LEFT SIDE OF THE ROAD.  CONTINUE AHEAD WEST ON THE
 LC1896'GRAVELED ROAD FOR 0.65 MILE TO A FARM HOUSE AND A DRIVE ON THE
 LC1896'RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVE PASSING TO THE
 LC1896'RIGHT OF A CORN CRIB FOR 0.1 MILE TO A GARAGE ON THE RIGHT AND THE
 LC1896'STATION ON THE LEFT.
 LC1896'
 LC1896'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED GINGRICH 1939
 LC1896'NO 4 1969 SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 LC1896'IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 93 FEET
 LC1896'NORTH OF THE NORTHEAST CORNER OF A BARN, 34.5 FEET SOUTH OF AN
 LC1896'EAST-WEST FENCE LINE, 21.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 LC1896'OF A CORN CRIB, AND 15 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 LC1896'AN UNDERGROUND MARK WAS SET.
 LC1896'
 LC1896'GINGRICH 1939 IS A STANDARD DISK STAMPED GINGRICH 1939 SET IN THE
 LC1896'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 LC1896'ABOVE THE SURFACE OF THE GROUND.  IT IS 24 FEET WEST OF THE CENTER
 LC1896'OF A TRACK ROAD, 7 FEET NORTH OF A 12-INCH POPLAR TREE, 3.5 FEET
 LC1896'SOUTH OF A 12-INCH POPLAR TREE, AND 1.2 FEET NORTH OF A METAL
 LC1896'WITNESS POST WITH A SIGN ATTACHED.
 LC1896'
 LC1896'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GINGRICH NO 2 1939 SET IN
 LC1896'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 LC1896'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET SOUTH OF THE
 LC1896'SOUTH EDGE OF A CULTIVATED FIELD, AND 16 FEET EAST OF THE EAST
 LC1896'EDGE OF A CULTIVATED FIELD.  THIS MARK IS OBSTRUCTED BY TREES TO
 LC1896'GINGRICH 1939.
 LC1896'
 LC1896'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GINGRICH 1939 NO 3 1969
 LC1896'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 LC1896'WITH THE SURFACE OF THE GROUND.  IT IS 74 FEET NORTHEAST OF THE
 LC1896'NORTHEAST CORNER OF A CORN CRIB, 12.7 FEET EAST OF THE EAST END OF
 LC1896'A WIRE GATE, AND 2.5 FEET WEST OF THE NORTHWEST CORNER OF A GARAGE.
 LC1896'
 LC1896'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GINGRICH 1939 AZ 2 1969
 LC1896'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT 3
 LC1896'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 31 FEET SOUTH OF THE
 LC1896'CENTER OF A GRAVELED ROAD, 8 FEET EAST OF THE EAST EDGE OF A
 LC1896'CULTIVATED FIELD, AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST
 LC1896'WITH A SIGN ATTACHED.
 LC1896'
 LC1896'NOTE--THE ABOVE TRAVERSE DISTANCE HAS BEEN REDUCED TO SEA LEVEL.
 LC1896'
 LC1896'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 LC1896
 LC1896                          STATION RECOVERY (1969)
 LC1896
 LC1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LC1896'RECOVERED IN GOOD CONDITION.
 LC1896
 LC1896                          STATION RECOVERY (1976)
 LC1896
 LC1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WFP)
 LC1896'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3, GINGRICH 1939,
 LC1896'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND AS
 LC1896'DESCRIBED IN 1969.  DISTANCES AND DIRECTIONS CHECKED THE 1969 DATA
 LC1896'WITH EXCEPTION OF DISTANCE TO REFERENCE MARK 3 WHICH
 LC1896'MEASURED 0.03 FOOT LONGER.  THE STATION WAS USED AS THE ANTENNA
 LC1896'SITE FOR GEOCEIVER STATION 51174.
 LC1896'
 LC1896'THE 1969 DESCRIPTION IS ADEQUATE FOR STATION RECOVERY.
 LC1896'
 LC1896'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5 MILES
 LC1896'NORTHEAST OF METAMORA.
 LC1896
 LC1896                          STATION RECOVERY (1990)
 LC1896
 LC1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LC1896'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 LC1896'FOR.  HORIZON TO SOUTHEAST IS BLOCK BY A CORNCRIB.  STATION IS
 LC1896'LOCATED ABOUT 11 KM (6.8 MI) NORTH OF EUREKA, 7 KM (4.3 MI)
 LC1896'EAST-NORTHEAST OF METAMORA, AT THE NORTHWEST CORNER OF THE MOWED BACK
 LC1896'YARD OF RESIDENCE, ADJACENT TO A BARN AND CORNCRIB, IN THE SOUTHWEST
 LC1896'1/4 OF SECTION 1, T 27 N, R 2 W.  OWNERSHIP--S.D.GINGRICH, RR 2,
 LC1896'ROANOKE IL 61561.  PHONE NUMBER IS 309-367-2197.  NOTE--NO PERMISSION
 LC1896'AS OF 7/25/89.
 LC1896'TO REACH FROM THE JUNCTION OF US HIGHWAY 24 AND STATE HIGHWAY 117 IN
 LC1896'EUREKA, GO NORTH ON HIGHWAY 117 FOR 7.85 KM (4.88 MI) TO ITS JUNCTION
 LC1896'WITH STATE HIGHWAY 116.  CONTINUE NORTH ON A PAVED ROAD FOR 3.20 KM
 LC1896'(1.99 MI) TO A PAVED CROSSROAD.  TURN LEFT, WEST, ON PAVED, THEN DIRT
 LC1896'ROAD FOR 1.25 KM (0.78 MI) TO A DRIVEWAY ON THE RIGHT, ON WEST SIDE
 LC1896'OF A TWO-STORY WHITE FRAME HOUSE.  TURN RIGHT, ON DRIVEWAY, THEN
 LC1896'LAWN, KEEPING ALONG WEST SIDE OF YARD, FOR 0.14 KM (0.09 MI) TO THE
 LC1896'STATION.  NOTE--PULL PLUG OVER STATION AND REPLACE WHEN FINISHED.
 LC1896'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 15 CM
 LC1896'BELOW GROUND, 6.5 M (21.3 FT) NORTHWEST OF NORTHWEST CORNER OF THE
 LC1896'BARN-LIKE CORNCRIB, 4.8 M (15.7 FT) EAST OF A WIRE FENCE, 28.3 M
 LC1896'(92.8 FT) NORTH OF NORTHEAST CORNER OF THE BARN, 1.5 M (4.9 FT) EAST
 LC1896'OF THE EXTENDED EAST WALL OF THE BARN, AND 11.4 M (37.4 FT) SOUTHEAST
 LC1896'OF AN OLD T-FENCE CORNER, NOW PILED UP WITH DISCARDED FENCE POSTS.
 LC1896
 LC1896                          STATION RECOVERY (1998)
 LC1896
 LC1896'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1896'MARK NOT FOUND.
 LC1896
 LC1896                          STATION RECOVERY (2002)
 LC1896
 LC1896'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KEZ)
 LC1896'RECOVERED AS DESCRIBED
 LC1896'DESCRIPTION IS ADEQUATE
 LC1896
 LC1896                          STATION RECOVERY (2005)
 LC1896
 LC1896'RECOVERY NOTE BY WOODFORD COUNTY ILLINOIS 2005 (GRM)
 LC1896'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0890 ***********************************************************************
 KB0890  CBN         -  This is a Cooperative Base Network Control Station.
 KB0890  DESIGNATION -  GINN AZ MK
 KB0890  PID         -  KB0890
 KB0890  STATE/COUNTY-  IL/MONTGOMERY
 KB0890  USGS QUAD   -  LITCHFIELD (1974)
 KB0890
 KB0890                         *CURRENT SURVEY CONTROL
 KB0890  ___________________________________________________________________
 KB0890* NAD 83(1997)-  39 08 47.73598(N)    089 40 09.00126(W)     ADJUSTED  
 KB0890* NAVD 88     -       207.631  (meters)     681.20   (feet)  ADJUSTED  
 KB0890  ___________________________________________________________________
 KB0890  X           -      28,600.272 (meters)                     COMP
 KB0890  Y           -  -4,953,123.594 (meters)                     COMP
 KB0890  Z           -   4,005,062.771 (meters)                     COMP
 KB0890  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 KB0890  ELLIP HEIGHT-         176.35  (meters)          (10/15/04) GPS OBS
 KB0890  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KB0890  DYNAMIC HT  -         207.510 (meters)     680.81  (feet)  COMP
 KB0890  MODELED GRAV-     980,042.0   (mgal)                       NAVD 88
 KB0890
 KB0890  HORZ ORDER  -  B
 KB0890  VERT ORDER  -  SECOND    CLASS 0
 KB0890  ELLP ORDER  -  FOURTH    CLASS II
 KB0890
 KB0890.The horizontal coordinates were established by GPS observations
 KB0890.and adjusted by the National Geodetic Survey in July 1998..
 KB0890
 KB0890.The orthometric height was determined by differential leveling
 KB0890.and adjusted by the National Geodetic Survey in June 1991..
 KB0890
 KB0890.Photographs are available for this station.
 KB0890
 KB0890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0890
 KB0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0890
 KB0890.The ellipsoidal height was determined by GPS observations
 KB0890.and is referenced to NAD 83.
 KB0890
 KB0890.The geoid height was determined by GEOID03.
 KB0890
 KB0890.The dynamic height is computed by dividing the NAVD 88
 KB0890.geopotential number by the normal gravity value computed on the
 KB0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0890.degrees latitude (g = 980.6199 gals.).
 KB0890
 KB0890.The modeled gravity was interpolated from observed gravity values.
 KB0890
 KB0890;                    North         East     Units Scale Factor Converg.
 KB0890;SPC IL W     -   275,360.531   743,005.117   MT  0.99996394   +0 18 50.7
 KB0890;SPC IL W     -   903,412.01  2,437,675.95   sFT  0.99996394   +0 18 50.7
 KB0890;UTM  16      - 4,336,437.720   269,332.721   MT  1.00025519   -1 41 08.9
 KB0890
 KB0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0890!SPC IL W     -   0.99997233  x   0.99996394  =   0.99993627
 KB0890!UTM  16      -   0.99997233  x   1.00025519  =   1.00022752
 KB0890
 KB0890                          SUPERSEDED SURVEY CONTROL
 KB0890
 KB0890  ELLIP H (07/17/98)  176.38   (m)                       GP(       ) 4 1
 KB0890  NAD 83(1986)-  39 08 47.74905(N)    089 40 08.97902(W) AD(       ) 1
 KB0890  NAVD 88 (07/17/98)  207.63   (m)          681.2    (f) LEVELING    3  
 KB0890  NGVD 29 (??/??/92)  207.758  (m)          681.62   (f) ADJ UNCH    2 0
 KB0890
 KB0890.Superseded values are not recommended for survey control.
 KB0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0890.See file dsdata.txt to determine how the superseded data were derived.
 KB0890
 KB0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6933336438(NAD 83)
 KB0890_MARKER: DZ = AZIMUTH MARK DISK
 KB0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0890_SP_SET: CONCRETE POST
 KB0890_STAMPING: GINN 1960
 KB0890_MARK LOGO: CGS   
 KB0890_PROJECTION: FLUSH
 KB0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0890+STABILITY: SURFACE MOTION
 KB0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0890+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 KB0890
 KB0890  HISTORY     - Date     Condition        Report By
 KB0890  HISTORY     - 1960     MONUMENTED       CGS
 KB0890  HISTORY     - 19901016 GOOD             NGS
 KB0890  HISTORY     - 19970422 GOOD             NGS
 KB0890  HISTORY     - 19980714 GOOD             NGS
 KB0890  HISTORY     - 20030613 GOOD             WOOLPT
 KB0890  HISTORY     - 20040119 GOOD             WOOLPT
 KB0890
 KB0890                          STATION DESCRIPTION
 KB0890
 KB0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0890'2.1 MI S FROM LITCHFIELD.
 KB0890'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL
 KB0890'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 16, AT THE JUNCTION
 KB0890'OF U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY) AND OLD U.S. HIGHWAY
 KB0890'66 AND OILED ROAD WEST, 106 FEET WEST OF SOUTH BOUND LANE OF U.S.
 KB0890'HIGHWAY 66 (FOUR LANE DUAL HIGHWAY), 20 FEET SOUTH OF THE CENTER
 KB0890'LINE OF OIL ROAD WEST, 109 FEET WEST-SOUTHWEST OF THE JUNCTION
 KB0890'OF AN OIL ROAD WEST AND THE CENTER LINE OF THE SOUTH BOUND LANE
 KB0890'OF U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY), 2 FEET WEST OF
 KB0890'TELEPHONE POLE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 KB0890'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KB0890'4 INCHES.
 KB0890
 KB0890                          STATION RECOVERY (1990)
 KB0890
 KB0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KB0890'THIS STATION IS A BENCH MARK.  IT IS LOCATED ABOUT 3.5 KM (2.2 MI)
 KB0890'SOUTH-SOUTHWEST OF LITCHFIELD, 2.6 KM (1.6 MI) EAST OF THE
 KB0890'MONTGOMERY-MACOUPIN COUNTY LINE, IN THE SOUTHWEST ANGLE OF A ROAD
 KB0890'JUNCTION, AT A FIELD EDGE, IN THE NORTHEAST 1/4 OF SECTION 17, T 8 N,
 KB0890'R 5 W.  OWNERSHIP--COUNTY ROAD DEPARTMENT.
 KB0890'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND STATE HIGHWAY
 KB0890'16 (EXIT 52) ON THE WEST SIDE OF LITCHFIELD, GO EAST ON HIGHWAY 16
 KB0890'FOR 1.4 KM (0.9 MI) TO A PAVED CROSSROAD.  TURN RIGHT, SOUTH, ON THE
 KB0890'FOUR LANE HIGHWAY FOR 3.45 KM (2.14 MI) TO A PAVED CROSSROAD (ROAD
 KB0890'1000 N)AND THE STATION ON THE RIGHT.
 KB0890'STATION MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 30-CM
 KB0890'SQUARE CONCRETE POST PROJECTING 4 CM.  IT IS 30.9 M (101.4 FT) WEST
 KB0890'OF THE CENTER OF THE SOUTHBOUND LANES OF ROAD 150 E, 5.9 M (19.4 FT)
 KB0890'SOUTH OF THE CENTER OF ROAD 1000 N, LEVEL WITH 1000 N, 0.4 M (1.3 FT)
 KB0890'EAST OF A FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) WEST OF
 KB0890'TELEPHONE PEDESTAL F7 P1 F71.
 KB0890
 KB0890                          STATION RECOVERY (1997)
 KB0890
 KB0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KB0890'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH-SOUTHWEST OF
 KB0890'LITCHFIELD, IL, ABOUT 2.6 KM (1.60 MI) EAST OF THE MONTGOMERY/MACOUPIN
 KB0890'COUNTY LINE, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF OLD U.S.
 KB0890'HIGHWAY 66 AND (N 10TH AV) , BETWEEN 2 UNDERGROUND CABLE WARNING
 KB0890'SIGNS.  OWNERSHIP--STATE OF ILLINOIS. NOTE--THIS STATION IS A FBN/CBN
 KB0890'STATION AND B.M. TIE.  TO REACH THE STATION FROM THE JUNCTION OF
 KB0890'INTERSTATE HIGHWAY 55 AND STATE HIGHWAY 16 (EXIT 52) NEAR THE WEST
 KB0890'SIDE OF LITCHFIELD, GO EAST, 1.4 KM (0.85 MI) ALONG HIGHWAY 16 TO THE
 KB0890'INTERSECTION OF OLD U.S. HIGHWAY 66.  TURN RIGHT, SOUTH, 3.45 KM (2.15
 KB0890'MI) ALONG OLD HIGHWAY 66 TO NORTH 10TH AVENUE AND THE STATION ON THE
 KB0890'RIGHT, BETWEEN THE 2 WARNING SIGNS.  STATION IS 30.9 M (101.4 FT) WEST
 KB0890'OF THE OLD HIGHWAY 66 CENTER, 8.8 M (28.9 FT) WEST OF A 16-INCH
 KB0890'CONCRETE CULVERTS SOUTH END CENTER RUNNING UNDER 10TH AVENUE, 6.5 M
 KB0890'(21.3 FT) EAST OF A METAL UNDERGROUND CABLE WARNING SIGN, 5.8 M (19.0
 KB0890'FT) SOUTH OF THE 10TH AVENUE CENTER, 0.8 M (2.6 FT) WEST-SOUTHWEST OF
 KB0890'A GREEN UNDERGROUND CABLE JUNCTION BOX AND WARNING SIGN, 0.3 M (1.0
 KB0890'FT) EAST OF A WITNESS POST, AND THE MONUMENT IS ABOUT 0.3 M (1.0 FT)
 KB0890'BELOW THE 10TH AVENUE LEVEL AND PROJECTING ABOUT 4-CM ABOVE THE GROUND
 KB0890'SURFACE.  BY R.G. HAYES
 KB0890
 KB0890                          STATION RECOVERY (1998)
 KB0890
 KB0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GW)
 KB0890'RECOVERED AS DESCRIBED
 KB0890'
 KB0890
 KB0890                          STATION RECOVERY (2003)
 KB0890
 KB0890'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 KB0890'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KB0890'
 KB0890
 KB0890                          STATION RECOVERY (2004)
 KB0890
 KB0890'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (BJM)
 KB0890'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOODCONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0885 ***********************************************************************
 KB0885  DESIGNATION -  GINN RM 1
 KB0885  PID         -  KB0885
 KB0885  STATE/COUNTY-  IL/MONTGOMERY
 KB0885  USGS QUAD   -  LITCHFIELD (1974)
 KB0885
 KB0885                         *CURRENT SURVEY CONTROL
 KB0885  ___________________________________________________________________
 KB0885* NAD 83(1986)-  39 09 25.     (N)    089 41 04.     (W)     SCALED    
 KB0885* NAVD 88     -       211.655  (meters)     694.40   (feet)  ADJUSTED  
 KB0885  ___________________________________________________________________
 KB0885  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KB0885  DYNAMIC HT  -         211.532 (meters)     694.00  (feet)  COMP
 KB0885  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 KB0885
 KB0885  VERT ORDER  -  SECOND    CLASS 0
 KB0885
 KB0885.The horizontal coordinates were scaled from a topographic map and have
 KB0885.an estimated accuracy of +/- 6 seconds.
 KB0885
 KB0885.The orthometric height was determined by differential leveling
 KB0885.and adjusted by the National Geodetic Survey in June 1991..
 KB0885
 KB0885.The geoid height was determined by GEOID03.
 KB0885
 KB0885.The dynamic height is computed by dividing the NAVD 88
 KB0885.geopotential number by the normal gravity value computed on the
 KB0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0885.degrees latitude (g = 980.6199 gals.).
 KB0885
 KB0885.The modeled gravity was interpolated from observed gravity values.
 KB0885
 KB0885;                    North         East    Units  Estimated Accuracy
 KB0885;SPC IL W     -   276,500.      741,680.      MT  (+/- 180 meters Scaled)
 KB0885
 KB0885                          SUPERSEDED SURVEY CONTROL
 KB0885
 KB0885  NGVD 29 (??/??/92)  211.782  (m)          694.82   (f) ADJ UNCH    2 0
 KB0885
 KB0885.Superseded values are not recommended for survey control.
 KB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0885.See file dsdata.txt to determine how the superseded data were derived.
 KB0885
 KB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ680376(NAD 83)
 KB0885_MARKER: DR = REFERENCE MARK DISK
 KB0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0885_STAMPING: GINN NO1 1960
 KB0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0885+STABILITY: SURFACE MOTION
 KB0885
 KB0885  HISTORY     - Date     Condition        Report By
 KB0885  HISTORY     - 1960     MONUMENTED       CGS
 KB0885  HISTORY     - 1973     MARK NOT FOUND   USGS
 KB0885
 KB0885                          STATION DESCRIPTION
 KB0885
 KB0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0885'2.3 MI SW FROM LITCHFIELD.
 KB0885'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL
 KB0885'HIGHWAY) FROM THE JUNCTION OF STATE HIGHWAY 16, THENCE 0.7 MILES
 KB0885'WEST ALONG OIL ROAD, THENCE 0.25 MILES SOUTH ALONG OIL ROAD,
 KB0885'THENCE 0.25 MILES WEST ALONG OIL ROAD, AT A CURVE IN ROAD TO THE
 KB0885'SOUTH AND TRACK ROAD TO THE WEST, 185 FEET WEST OF THE JUNCTION
 KB0885'OF THE TRACK ROAD WEST, 51 FEET NORTH OF TRACK ROAD, 1 FOOT
 KB0885'EAST OF NORTH-SOUTH FENCE LINE, 70.5 FEET WEST-SOUTHWEST OF
 KB0885'ABANDONED HOUSE, 38.3 FEET NORTH OF STATION, 66 FEET WEST OF THE
 KB0885'FENCE CORNER, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD SET
 KB0885'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0885
 KB0885                          STATION RECOVERY (1973)
 KB0885
 KB0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KB0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0887 ***********************************************************************
 KB0887  DESIGNATION -  GINN RM 2
 KB0887  PID         -  KB0887
 KB0887  STATE/COUNTY-  IL/MONTGOMERY
 KB0887  USGS QUAD   -  LITCHFIELD (1974)
 KB0887
 KB0887                         *CURRENT SURVEY CONTROL
 KB0887  ___________________________________________________________________
 KB0887* NAD 83(1986)-  39 09 25.     (N)    089 41 04.     (W)     SCALED    
 KB0887* NAVD 88     -       211.296  (meters)     693.23   (feet)  ADJUSTED  
 KB0887  ___________________________________________________________________
 KB0887  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KB0887  DYNAMIC HT  -         211.174 (meters)     692.83  (feet)  COMP
 KB0887  MODELED GRAV-     980,042.1   (mgal)                       NAVD 88
 KB0887
 KB0887  VERT ORDER  -  SECOND    CLASS 0
 KB0887
 KB0887.The horizontal coordinates were scaled from a topographic map and have
 KB0887.an estimated accuracy of +/- 6 seconds.
 KB0887
 KB0887.The orthometric height was determined by differential leveling
 KB0887.and adjusted by the National Geodetic Survey in June 1991..
 KB0887
 KB0887.The geoid height was determined by GEOID03.
 KB0887
 KB0887.The dynamic height is computed by dividing the NAVD 88
 KB0887.geopotential number by the normal gravity value computed on the
 KB0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0887.degrees latitude (g = 980.6199 gals.).
 KB0887
 KB0887.The modeled gravity was interpolated from observed gravity values.
 KB0887
 KB0887;                    North         East    Units  Estimated Accuracy
 KB0887;SPC IL W     -   276,500.      741,680.      MT  (+/- 180 meters Scaled)
 KB0887
 KB0887                          SUPERSEDED SURVEY CONTROL
 KB0887
 KB0887  NGVD 29 (??/??/92)  211.423  (m)          693.64   (f) ADJ UNCH    2 0
 KB0887
 KB0887.Superseded values are not recommended for survey control.
 KB0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0887.See file dsdata.txt to determine how the superseded data were derived.
 KB0887
 KB0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ680376(NAD 83)
 KB0887_MARKER: DR = REFERENCE MARK DISK
 KB0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0887_STAMPING: GINN NO 2 1960
 KB0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0887+STABILITY: SURFACE MOTION
 KB0887
 KB0887  HISTORY     - Date     Condition        Report By
 KB0887  HISTORY     - 1960     MONUMENTED       CGS
 KB0887
 KB0887                          STATION DESCRIPTION
 KB0887
 KB0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0887'2.3 MI SW FROM LITCHFIELD.
 KB0887'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL
 KB0887'HIGHWAY) FROM ITS JUNCTION WITH STATE HIGHWAY 16, THENCE 0.7 MILES
 KB0887'WEST ALONG AN OIL ROAD, THENCE 0.25 MILES SOUTH ALONG AN OIL ROAD,
 KB0887'THENCE 0.25 MILES WEST ALONG AN OIL ROAD, AT A CURVE IN THE ROAD
 KB0887'TO THE SOUTH AND A TRACK ROAD TO THE WEST, 76 FEET WEST OF THE
 KB0887'JUNCTION OF A TRACK ROAD WEST, 11 FEET SOUTH OF THE CENTER LINE
 KB0887'OF THE TRACK ROAD WEST, 104 FEET EAST-SOUTHEAST OF TRAVERSE
 KB0887'STATION GINN, 42 FEET WEST-NORTHWEST OF THE CENTER LINE OF AN
 KB0887'OIL ROAD, 97 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 KB0887'78 FEET SOUTH OF THE SOUTHEAST CORNER OF AN ABANDONED HOUSE, 2
 KB0887'FEET ABOVE THE LEVEL OF THE TRACK ROAD, AND SIT IN THE TOP OF
 KB0887'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1964 ***********************************************************************
 JB1964  DESIGNATION -  GISLER
 JB1964  PID         -  JB1964
 JB1964  STATE/COUNTY-  IL/MADISON
 JB1964  USGS QUAD   -  HIGHLAND (1981)
 JB1964
 JB1964                         *CURRENT SURVEY CONTROL
 JB1964  ___________________________________________________________________
 JB1964* NAD 83(1997)-  38 44 42.47515(N)    089 40 58.27199(W)     ADJUSTED  
 JB1964* NAVD 88     -       174.2    (meters)     572.     (feet)  VERTCON   
 JB1964  ___________________________________________________________________
 JB1964  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JB1964  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JB1964
 JB1964  HORZ ORDER  -  FIRST
 JB1964
 JB1964.The horizontal coordinates were established by classical geodetic methods
 JB1964.and adjusted by the National Geodetic Survey in October 1999..
 JB1964
 JB1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1964
 JB1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1964
 JB1964.The geoid height was determined by GEOID03.
 JB1964
 JB1964;                    North         East     Units Scale Factor Converg.
 JB1964;SPC IL W     -   230,788.409   742,058.586   MT  0.99996295   +0 18 10.1
 JB1964;SPC IL W     -   757,178.31  2,434,570.54   sFT  0.99996295   +0 18 10.1
 JB1964;UTM  16      - 4,291,912.099   266,837.257   MT  1.00026951   -1 40 47.4
 JB1964
 JB1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1964!SPC IL W     -   0.99997753  x   0.99996295  =   0.99994049
 JB1964!UTM  16      -   0.99997753  x   1.00026951  =   1.00024704
 JB1964
 JB1964|---------------------------------------------------------------------|
 JB1964| PID    Reference Object                     Distance      Geod. Az  |
 JB1964|                                                           dddmmss.s |
 JB1964| CI3690 GISLER RM 1                          32.378 METERS 05438     |
 JB1964| JB1958 HIGHLAND HUG TRUCK CO STACK         APPROX. 0.7 KM 0904313.4 |
 JB1964| JB1959 HIGHLAND SCHOTT BREWING CO STK      APPROX. 0.9 KM 1832958.7 |
 JB1964| CI3691 GISLER RM 2                          27.562 METERS 18606     |
 JB1964| JB1960 HIGHLAND ELECTRIC CO STK            430.713 METERS 2080644.7 |
 JB1964| JB1992 COLLINSVILLE MUNICIPAL TANK         APPROX.27.7 KM 2522243.6 |
 JB1964| JB1996 COLLINSVILLE SMELTING CO S STK      APPROX.24.8 KM 2561202.4 |
 JB1964| JB1997 COLLINSVILLE SMELTING CO N STK      APPROX.24.7 KM 2561656.9 |
 JB1964| JB2003 EDWARDSVILLE KETTLE R TREAT TK      APPROX.23.8 KM 2794414.8 |
 JB1964| CI3689 GISLER AZ MK RESET                                 2954703.3 |
 JB1964| CI3688 GISLER AZ MK                                       3225839.3 |
 JB1964| JB1948 HIGHLAND RED MUNICIPAL TANK         APPROX. 2.1 KM 3363150.1 |
 JB1964| JB1947 HIGHLAND ATT MICROWAVE TOWER        APPROX. 2.1 KM 3371514.8 |
 JB1964|---------------------------------------------------------------------|
 JB1964
 JB1964                          SUPERSEDED SURVEY CONTROL
 JB1964
 JB1964  NAD 83(1986)-  38 44 42.49070(N)    089 40 58.26710(W) AD(       ) 1
 JB1964  NAD 27      -  38 44 42.32390(N)    089 40 57.94080(W) AD(       ) 1
 JB1964  NGVD 29 (07/19/86)  174.3    (m)          572.     (f) VERT ANG       
 JB1964
 JB1964.Superseded values are not recommended for survey control.
 JB1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1964.See file dsdata.txt to determine how the superseded data were derived.
 JB1964
 JB1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6683791912(NAD 83)
 JB1964_MARKER: DS = TRIANGULATION STATION DISK
 JB1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1964_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1964
 JB1964  HISTORY     - Date     Condition        Report By
 JB1964  HISTORY     - 1934     MONUMENTED       CGS
 JB1964  HISTORY     - 1960     GOOD             CGS
 JB1964
 JB1964                          STATION DESCRIPTION
 JB1964
 JB1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JB1964'IN THE NORTHWEST PART OF THE TOWN OF HIGHLAND, ABOUT 0.15 MILE
 JB1964'NORTHWEST OF THE
 JB1964'HIGHLAND RAILROAD STATION, ON PROPERTY OWNED BY MRS
 JB1964'GISLER AND KNOWN AS GISLER PLACE,
 JB1964'ON THE HIGHEST POINT OF THE HILL,
 JB1964'50 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE,
 JB1964'21 FEET WEST OF AN
 JB1964'18-INCH COTTONWOOD TREE, 18 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 JB1964'34 FEET
 JB1964'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK OUTHOUSE,
 JB1964'AND PROJECTS 5 INCHES.
 JB1964'
 JB1964'TO REACH STATION FROM THE RAILROAD STATION IN HIGHLAND, GO NORTH ON
 JB1964'WALNUT STREET
 JB1964'ABOUT 0.1 MILE TO FOURTH STREET, TURN WEST ON FOURTH
 JB1964'STREET AND GO ABOUT 0.1 MILE TO
 JB1964'GISLER PLACE AND THE STATION.
 JB1964'
 JB1964'REFERENCE MARK NO 1 IS 106.03 FEET NORTHEAST OF STATION, 21 FEET WEST
 JB1964'OF A 30-INCH
 JB1964'COTTONWOOD TREE, 27 FEET SOUTHEAST OF A 30-INCH ASH
 JB1964'TREE, 72 FEET NORTHEAST OF
 JB1964'NORTHWEST CORNER OF THE HOUSE, AND
 JB1964'PROJECTS 2 INCHES.  REFERENCE MARK NO 2 IS
 JB1964'90.38 FEET SOUTH OF
 JB1964'STATION, 2 FEET EAST OF A GRAPE ARBOR, 3 FEET NORTHEAST OF A
 JB1964'10-INCH PEACH
 JB1964'TREE, 21 FEET WEST OF A 10-INCH OAK TREE, 179.21 FEET SOUTHWEST
 JB1964'OF REFERENCE MARK NO 1
 JB1964'AND PROJECTS 6 INCHES.
 JB1964'
 JB1964'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WEST-NORTHWEST OF STATION, 14
 JB1964'FEET SOUTH OF
 JB1964'CENTER-LINE OF ROAD, 50 FEET EAST OF WEST END OF
 JB1964'EAST-WEST ROAD, 2 FEET SOUTH OF
 JB1964'A TRANSMISSION POLE, AND PROJECTS 4 INCHES.
 JB1964'
 JB1964'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 JB1964
 JB1964                          STATION RECOVERY (1960)
 JB1964
 JB1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1964'THE STATION MARK, REFERENCE MARK NUMBER 1 AND NUMBER 2 WERE RECOVERED
 JB1964'AS DESCRIBED AND
 JB1964'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 JB1964'SEARCHED FOR BUT WAS NOT
 JB1964'RECOVERED AND IS BELIEVED TO BE DESTROYED BY
 JB1964'ROAD CONSTRUCTION.
 JB1964'
 JB1964'THE PROPERTY IS NOW OWNED BY MRS LULU MARTI.
 JB1964'
 JB1964'THE ORGINAL DESCRIPTION IS ADEQUATE.
 JB1964'
 JB1964'A NEW AZIMUTH MARK WAS ESTABLISHED, THE MARK IS A STANDARD DISK SET
 JB1964'IN TOP OF A 10 INCH SQUARE
 JB1964'CONCRETE POST WHICH IS SET FLUSH AND THE DISK IS
 JB1964'STMAPED GISLER 1934 RESET 1960.
 JB1964'THE MARK IS 33 FEET SOUTH-SOUTHEAST
 JB1964'OF A LARGE LONE TREE, 28 FEET NORTH OF THE
 JB1964'APPROXIMATE CENTER OF
 JB1964'ROAD, 20 FEET NORTHEAST OF THE NORTH END OF A LARGE ROUND METAL
 JB1964'CULVERT AND 1.7 FEET WEST OF WITNESS POST.
 JB1964'
 JB1964'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U S HIGHWAY 40 AND
 JB1964'STATE HIGHWAY 143 IN THE
 JB1964'NORTH EDGE OF HIGHLAND, ABOUT 0.3 MILE NORTH-NORTHEAST OF
 JB1964'THE STATION.  GO NORTH ON
 JB1964'STATE HIGHWAY 143 FOR 0.1 MILE TO A SIDE
 JB1964'ROAD LEFT, TURN LEFT AND GO WEST FOR 0.4
 JB1964'MILE TO THE MARK ON THE
 JB1964'RIGHT AS DESCRIBED.
 JB1964'
 JB1964'A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO
 JB1964'REFERENCE MARK NUMBER 1
 JB1964'AND NUMBER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2038 ***********************************************************************
 LC2038  DESIGNATION -  GLASFORD MUNICIPAL TANK
 LC2038  PID         -  LC2038
 LC2038  STATE/COUNTY-  IL/PEORIA
 LC2038  USGS QUAD   -  GLASFORD (1996)
 LC2038
 LC2038                         *CURRENT SURVEY CONTROL
 LC2038  ___________________________________________________________________
 LC2038* NAD 83(1997)-  40 34 16.94633(N)    089 48 42.78585(W)     ADJUSTED  
 LC2038* NAVD 88     -                                                        
 LC2038  ___________________________________________________________________
 LC2038  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 LC2038  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LC2038
 LC2038  HORZ ORDER  -  THIRD
 LC2038
 LC2038.The horizontal coordinates were established by classical geodetic methods
 LC2038.and adjusted by the National Geodetic Survey in October 1999..
 LC2038
 LC2038
 LC2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2038
 LC2038.The geoid height was determined by GEOID03.
 LC2038
 LC2038;                    North         East     Units Scale Factor Converg.
 LC2038;SPC IL W     -   433,489.998   730,040.419   MT  0.99995228   +0 13 50.7
 LC2038;SPC IL W     - 1,422,208.44  2,395,140.94   sFT  0.99995228   +0 13 50.7
 LC2038;UTM  16      - 4,494,977.705   261,975.946   MT  1.00029743   -1 49 46.9
 LC2038
 LC2038                          SUPERSEDED SURVEY CONTROL
 LC2038
 LC2038  NAD 83(1997)-  40 34 16.95512(N)    089 48 42.78600(W) AD(       ) 4
 LC2038  NAD 83(1986)-  40 34 16.95482(N)    089 48 42.78438(W) AD(       ) 4
 LC2038  NAD 27      -  40 34 16.81600(N)    089 48 42.39100(W) AD(       ) 3
 LC2038
 LC2038.Superseded values are not recommended for survey control.
 LC2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2038.See file dsdata.txt to determine how the superseded data were derived.
 LC2038
 LC2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK6197694978(NAD 83)
 LC2038_MARKER: 53 = ELEVATED TANK
 LC2038
 LC2038  HISTORY     - Date     Condition        Report By
 LC2038  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC2038  HISTORY     - 1960     GOOD             CGS
 LC2038  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 LC2038
 LC2038                          STATION DESCRIPTION
 LC2038
 LC2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2038'THIS STATION IS THE BLACK TANK IN THE VILLAGE OF GLASFORD,
 LC2038'LOCATED IN THE CENTER OF THE TOWN, ABOUT 35 FEET W OF THE PUMP
 LC2038'STATION, ABOUT 45 FEET S OF THE CENTER LINE OF EAST THIRD
 LC2038'STREET, AND ABOUT 140 FEET W OF THE CENTER LINE OF SOUTH OAK
 LC2038'STREET, IN NW CORNER, SW 1/4 SEC. 22, T 7 N, R 6 E.  THE
 LC2038'TANK ERECTED IN 1917 IS EXCEPTIONALLY PROMINENT.
 LC2038'
 LC2038'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE OVAL
 LC2038'SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL SECTION
 LC2038'IS ABOUT 20 FEET HIGH HAVING A CATWALK AND RAIL AROUND ITS
 LC2038'BASE.  THE FLAT CONICAL ROOF HAS A BALL AND 5-FOOT FINIAL AT
 LC2038'ITS APEX.  TOTAL HEIGHT IS ABOUT 120 FEET.
 LC2038
 LC2038                          STATION RECOVERY (1960)
 LC2038
 LC2038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 LC2038'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION,
 LC2038'WHICH IS ADEQUATE FOR RECOVERY.  THE TANK IS NOW PAINTED
 LC2038'SILVER IN COLOR AND BARES THE LEGEND GLASSFORD ON THE NORTHEAST
 LC2038'AND SOUTHWEST SIDES.
 LC2038'
 LC2038'THE PREVIOUS DESCRIPTION IS IN QUADRANGLE BOOK 400894 AS
 LC2038'STATION 1043.
 LC2038
 LC2038                          STATION RECOVERY (1999)
 LC2038
 LC2038'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC2038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1292 ***********************************************************************
 MF1292  DESIGNATION -  GLEN ELLYN N MUNICIPAL TANK
 MF1292  PID         -  MF1292
 MF1292  STATE/COUNTY-  IL/DU PAGE
 MF1292  USGS QUAD   -  LOMBARD (1993)
 MF1292
 MF1292                         *CURRENT SURVEY CONTROL
 MF1292  ___________________________________________________________________
 MF1292* NAD 83(1997)-  41 52 46.09085(N)    088 04 13.85699(W)     ADJUSTED  
 MF1292* NAVD 88     -                                                        
 MF1292  ___________________________________________________________________
 MF1292  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 MF1292  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MF1292
 MF1292  HORZ ORDER  -  THIRD
 MF1292
 MF1292.The horizontal coordinates were established by classical geodetic methods
 MF1292.and adjusted by the National Geodetic Survey in October 1999..
 MF1292
 MF1292
 MF1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1292
 MF1292.The geoid height was determined by GEOID03.
 MF1292
 MF1292;                    North         East     Units Scale Factor Converg.
 MF1292;SPC IL E     -   578,748.787   321,815.136   MT  0.99998085   +0 10 31.6
 MF1292;SPC IL E     - 1,898,778.31  1,055,821.83   sFT  0.99998085   +0 10 31.6
 MF1292;UTM  16      - 4,636,948.007   411,174.744   MT  0.99969709   -0 42 52.9
 MF1292
 MF1292                          SUPERSEDED SURVEY CONTROL
 MF1292
 MF1292  NAD 83(1997)-  41 52 46.09104(N)    088 04 13.85794(W) AD(       ) 4
 MF1292  NAD 83(1986)-  41 52 46.09511(N)    088 04 13.86891(W) AD(       ) 4
 MF1292  NAD 27      -  41 52 45.98800(N)    088 04 13.62600(W) AD(       ) 3
 MF1292
 MF1292.Superseded values are not recommended for survey control.
 MF1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1292.See file dsdata.txt to determine how the superseded data were derived.
 MF1292
 MF1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1117536948(NAD 83)
 MF1292_MARKER: 53 = ELEVATED TANK
 MF1292
 MF1292  HISTORY     - Date     Condition        Report By
 MF1292  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1292  HISTORY     - 19970918 MARK NOT FOUND   USPSQD
 MF1292
 MF1292                          STATION DESCRIPTION
 MF1292
 MF1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1292'THE STATION IS THE CENTER OF THE TOP OF THE NORTH ONE OF
 MF1292'TWO MUNICIPAL WATER TANKS LOCATED ON THE SOUTH SIDE OF COTTAGE
 MF1292'AVENUE SOUTHWEST OF THE INTERSECTION OF PRAIRIE STREET IN
 MF1292'THE NORTH CENTRAL SECTION OF GLEN ELLYN.  IT IS A STEEL TANK
 MF1292'SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE AND IS PAINTED
 MF1292'SILVER.  THE HEIGHT IS ABOUT 135 FEET.  THE NAME GLEN ELLYN
 MF1292'IS PAINTED ON THE NORTH AND SOUTH SIDES IN BLACK LETTERS.
 MF1292
 MF1292                          STATION RECOVERY (1997)
 MF1292
 MF1292'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1297 ***********************************************************************
 MF1297  DESIGNATION -  GLEN ELLYN S MUNICIPAL TANK
 MF1297  PID         -  MF1297
 MF1297  STATE/COUNTY-  IL/DU PAGE
 MF1297  USGS QUAD   -  WHEATON (1993)
 MF1297
 MF1297                         *CURRENT SURVEY CONTROL
 MF1297  ___________________________________________________________________
 MF1297* NAD 83(1997)-  41 51 40.82138(N)    088 04 28.97268(W)     ADJUSTED  
 MF1297* NAVD 88     -                                                        
 MF1297  ___________________________________________________________________
 MF1297  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MF1297  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MF1297
 MF1297  HORZ ORDER  -  THIRD
 MF1297
 MF1297.The horizontal coordinates were established by classical geodetic methods
 MF1297.and adjusted by the National Geodetic Survey in October 1999..
 MF1297
 MF1297
 MF1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1297
 MF1297.The geoid height was determined by GEOID03.
 MF1297
 MF1297;                    North         East     Units Scale Factor Converg.
 MF1297;SPC IL E     -   576,734.018   321,472.681   MT  0.99998067   +0 10 21.3
 MF1297;SPC IL E     - 1,892,168.19  1,054,698.29   sFT  0.99998067   +0 10 21.3
 MF1297;UTM  16      - 4,634,939.370   410,801.142   MT  0.99969791   -0 43 02.1
 MF1297
 MF1297                          SUPERSEDED SURVEY CONTROL
 MF1297
 MF1297  NAD 83(1997)-  41 51 40.82156(N)    088 04 28.97345(W) AD(       ) 4
 MF1297  NAD 83(1986)-  41 51 40.82562(N)    088 04 28.98390(W) AD(       ) 4
 MF1297  NAD 27      -  41 51 40.71800(N)    088 04 28.74500(W) AD(       ) 3
 MF1297
 MF1297.Superseded values are not recommended for survey control.
 MF1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1297.See file dsdata.txt to determine how the superseded data were derived.
 MF1297
 MF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1080134939(NAD 83)
 MF1297_MARKER: 53 = ELEVATED TANK
 MF1297
 MF1297  HISTORY     - Date     Condition        Report By
 MF1297  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1297  HISTORY     - 19970918 GOOD             USPSQD
 MF1297  HISTORY     - 19971101 GOOD             USPSQD
 MF1297  HISTORY     - 19980418 GOOD             USPSQD
 MF1297  HISTORY     - 20051022 GOOD             GEOCAC
 MF1297  HISTORY     - 20060121 GOOD             USPSQD
 MF1297
 MF1297                          STATION DESCRIPTION
 MF1297
 MF1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1297'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 MF1297'TANK LOCATED ON THE EAST SIDE OF NEWTON AVENUE, 0.1 MILE
 MF1297'NORTH OF ROOSEVELT ROAD (U.S. HIGHWAY 30A) IN THE SOUTH EDGE
 MF1297'OF GLEN ELLYN.  IT IS A STEEL TANK SUPPORTED BY A TEN-LEGGED
 MF1297'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME GLEN
 MF1297'ELLYN PAINTED ON THE EAST AND WEST SIDES IN BLACK LETTERS.
 MF1297'THE HEIGHT IS ABOUT 140 FEET.
 MF1297
 MF1297                          STATION RECOVERY (1997)
 MF1297
 MF1297'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1297'RECOVERED IN GOOD CONDITION.
 MF1297
 MF1297                          STATION RECOVERY (1997)
 MF1297
 MF1297'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1297'RECOVERED IN GOOD CONDITION.
 MF1297
 MF1297                          STATION RECOVERY (1998)
 MF1297
 MF1297'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1297'RECOVERED IN GOOD CONDITION.
 MF1297
 MF1297                          STATION RECOVERY (2005)
 MF1297
 MF1297'RECOVERY NOTE BY GEOCACHING 2005 (MUP)
 MF1297'RECOVERED IN GOOD CONDITION.
 MF1297
 MF1297                          STATION RECOVERY (2006)
 MF1297
 MF1297'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1297'TANK AND STRUCTURE NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1045 ***********************************************************************
 KB1045  DESIGNATION -  GLENARM
 KB1045  PID         -  KB1045
 KB1045  STATE/COUNTY-  IL/SANGAMON
 KB1045  USGS QUAD   -  CHATHAM (1976)
 KB1045
 KB1045                         *CURRENT SURVEY CONTROL
 KB1045  ___________________________________________________________________
 KB1045* NAD 83(1997)-  39 37 34.80521(N)    089 38 25.03174(W)     ADJUSTED  
 KB1045* NAVD 88     -       182.953  (meters)     600.24   (feet)  ADJUSTED  
 KB1045  ___________________________________________________________________
 KB1045  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KB1045  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KB1045  DYNAMIC HT  -         182.851 (meters)     599.90  (feet)  COMP
 KB1045  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KB1045
 KB1045  HORZ ORDER  -  SECOND
 KB1045  VERT ORDER  -  SECOND    CLASS 0
 KB1045
 KB1045.The horizontal coordinates were established by classical geodetic methods
 KB1045.and adjusted by the National Geodetic Survey in October 1999..
 KB1045
 KB1045.The orthometric height was determined by differential leveling
 KB1045.and adjusted by the National Geodetic Survey in June 1991..
 KB1045
 KB1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1045
 KB1045.The geoid height was determined by GEOID03.
 KB1045
 KB1045.The dynamic height is computed by dividing the NAVD 88
 KB1045.geopotential number by the normal gravity value computed on the
 KB1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1045.degrees latitude (g = 980.6199 gals.).
 KB1045
 KB1045.The modeled gravity was interpolated from observed gravity values.
 KB1045
 KB1045;                    North         East     Units Scale Factor Converg.
 KB1045;SPC IL W     -   328,634.195   745,191.135   MT  0.99996631   +0 20 08.6
 KB1045;SPC IL W     - 1,078,194.02  2,444,847.92   sFT  0.99996631   +0 20 08.6
 KB1045;UTM  16      - 4,389,616.737   273,387.161   MT  1.00023229   -1 41 04.7
 KB1045
 KB1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1045!SPC IL W     -   0.99997635  x   0.99996631  =   0.99994266
 KB1045!UTM  16      -   0.99997635  x   1.00023229  =   1.00020863
 KB1045
 KB1045:                Primary Azimuth Mark                     Grid Az
 KB1045:SPC IL W     -  GLENARM PANHAN E PL MICROWAVE            049 37 24.6
 KB1045:UTM  16      -  GLENARM PANHAN E PL MICROWAVE            051 38 37.9
 KB1045
 KB1045|---------------------------------------------------------------------|
 KB1045| PID    Reference Object                     Distance      Geod. Az  |
 KB1045|                                                           dddmmss.s |
 KB1045| KB1511 GLENARM PANHAN E PL MICROWAVE       APPROX. 1.0 KM 0495733.2 |
 KB1045| KB1510 GLENARM PANHAN E PL TANK            APPROX. 1.2 KM 0501930.6 |
 KB1045| KB1046 GLENARM RM 1                         15.790 METERS 08755     |
 KB1045| CI7466 GLENARM AZ MK                                      0905319.5 |
 KB1045| KB1499 PAWNEE C I P S CO MICROWAVE         APPROX. 5.7 KM 1323644.5 |
 KB1045| KB1044 GLENARM RM 2                         17.315 METERS 26801     |
 KB1045| KB1512 SPRINGFIELD ILL ST POL MAST         APPROX. 7.0 KM 3584954.7 |
 KB1045|---------------------------------------------------------------------|
 KB1045
 KB1045                          SUPERSEDED SURVEY CONTROL
 KB1045
 KB1045  NAD 83(1986)-  39 37 34.81379(N)    089 38 25.02048(W) AD(       ) 2
 KB1045  NAD 27      -  39 37 34.62210(N)    089 38 24.68030(W) AD(       ) 2
 KB1045  NGVD 29 (??/??/92)  183.068  (m)          600.62   (f) ADJ UNCH    2 0
 KB1045
 KB1045.Superseded values are not recommended for survey control.
 KB1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1045.See file dsdata.txt to determine how the superseded data were derived.
 KB1045
 KB1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7338789617(NAD 83)
 KB1045_MARKER: DE = TRAVERSE STATION DISK
 KB1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1045_STAMPING: GLENARM 1960
 KB1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1045+STABILITY: SURFACE MOTION
 KB1045
 KB1045  HISTORY     - Date     Condition        Report By
 KB1045  HISTORY     - 1960     MONUMENTED       CGS
 KB1045  HISTORY     - 1960     GOOD             CGS
 KB1045  HISTORY     - 1968     GOOD             ILDT
 KB1045  HISTORY     - 1976     GOOD             NGS
 KB1045  HISTORY     - 1976     GOOD             NGS
 KB1045
 KB1045                          STATION DESCRIPTION
 KB1045
 KB1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1045'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE SMALL VILLAGE OF
 KB1045'GLENARM, 4 MILES NORTHWEST OF PAWNEE, AND 4 MILES NORTH OF
 KB1045'DIVERNON.
 KB1045'
 KB1045'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 104 AND U.S.
 KB1045'HIGHWAY 66 ABOUT 5.5 MILES EAST OF AUBURN, GO NORTH ON U.S.
 KB1045'HIGHWAY 66 FOR 2.5 MILES TO A CROSSROADS AT GLENARM. TURN RIGHT AND
 KB1045'GO EAST ON THE PAVED ROAD FOR 0.45 MILE TO THE STATION ON THE
 KB1045'NORTH SIDE OF THE ROAD. CONTINUE EAST FOR 0.35 MILE TO THE AZIMUTH
 KB1045'MARK ON THE RIGHT AS DESCRIBED.
 KB1045'
 KB1045'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 KB1045'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB1045'GROUND AND IS STAMPED GLENARM 1960. THE MARK IS 36.0 FEET NORTH OF
 KB1045'THE CENTER OF A PAVED ROAD, 8.0 FEET WEST-SOUTHWEST OF A
 KB1045'TELEPHONE POLE, AND 7.0 FEET WEST-SOUTHWEST OF A WITNESS POST.
 KB1045'
 KB1045'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 KB1045'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB1045'GROUND AND IS STAMPED GLENARM NO 1 1960. THE MARK IS 46.0 FEET EAST
 KB1045'OF A WITNESS POST, 37.0 FEET NORTH OF THE CENTER OF A PAVED ROAD,
 KB1045'AND 5.0 FEET SOUTH OF THE SOUTH EDGE OF A FIELD.
 KB1045'
 KB1045'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 KB1045'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB1045'GROUND AND STAMPED GLENARM NO 2 1960. THE MARK IS 63.0 FEET WEST OF A
 KB1045'WITNESS POST, 36.0 FEET NORTH OF THE CENTER OF A PAVED ROAD, AND
 KB1045'6.0 FEET SOUTH OF THE SOUTH EDGE OF A FIELD.
 KB1045'
 KB1045'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 KB1045'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 KB1045'GLENARM 1960. THE MARK IS 39.0 FEET SOUTH OF THE CENTER OF A PAVED
 KB1045'ROAD, 23.0 FEET WEST OF THE CENTER OF AN OILED ROAD, 3.5 FEET
 KB1045'EAST OF A POWER POLE, AND 1.5 FEET EAST OF A WITNESS POST.
 KB1045
 KB1045                          STATION RECOVERY (1960)
 KB1045
 KB1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB1045'4.4 MI NE FROM DIVERNON.
 KB1045'4.0 MILES NORTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY)
 KB1045'FROM ITS JUNCTION WITH DIVERNON ROAD, THENCE 0.4 MILES EAST ALONG
 KB1045'A BLACKTOP ROAD, ABOUT 0.4 MILES EAST OF THE SMALL COMMUNITY OF
 KB1045'GLENARM, 35.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 92 FEET
 KB1045'NORTHEAST OF THE SIXTH POWER POLE EAST OF A HOUSE ON THE SOUTH
 KB1045'SIDE OF THE ROAD, 8 FEET SOUTHWEST OF A TELEPHONE POLE, 6.9 FEET
 KB1045'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 KB1045'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE ROAD.
 KB1045
 KB1045                          STATION RECOVERY (1968)
 KB1045
 KB1045'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1968 (DRR)
 KB1045'GLENARM 1960 CONDITION GOOD.
 KB1045'
 KB1045'GLENARM NO 1 1960 CONDITION GOOD.
 KB1045'
 KB1045'GLENARM NO 2 1960 CONDITION GOOD.
 KB1045'
 KB1045'GLENARM 1960 AZ MK CONDITION GOOD.
 KB1045'
 KB1045'DESCRIPTION IS CORRECT AND ADEQUATE EXCEPT FOR FOLLOWING- 1.
 KB1045'TELEPHONE POLE 8.0 FT. ENE OF STATION HAS BEEN REMOVED.  2.
 KB1045'AZIMUTH MARK TIES- AZ MK IS 1.5 FT. WEST OF WITNESS POST, 3.5 FT.
 KB1045'WEST OF POWER POLE. 3. SPRINGFIELD ILLINOIS STATE POLICE
 KB1045'RADIO TOWER HAS BEEN MOVED SINCE 1960.
 KB1045
 KB1045                          STATION RECOVERY (1976)
 KB1045
 KB1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1045'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 KB1045'CONDITION.  THE ROAD WAS CHANGED WHEN INTERSTATE HIGHWAY 55 WAS
 KB1045'BUILT.
 KB1045'
 KB1045'THE STATION MARK IS NOW 100 FEET NORTH OF THE CENTER OF THE ROAD,
 KB1045'92 FEET NORTHEAST OF A POWER POLE, 7 FEET EAST-NORTHEAST OF A
 KB1045'WITNESS POST AND 5 FEET SOUTH OF A CULTIVATED FIELD.
 KB1045'
 KB1045'REFERENCE MARK 1 IS 130 FEET NORTHEAST OF THE POWER POLE, 85 FEET
 KB1045'NORTH OF THE CENTER OF THE ROAD, 46 FEET EAST OF A WITNESS POST AND
 KB1045'4 FEET SOUTH OF A CULTIVATED FIELD.
 KB1045'
 KB1045'REFERENCE MARK 2 IS 119 FEET NORTH OF THE CENTER OF THE ROAD, 4 FEET
 KB1045'NORTH OF A POWER POLE, 63 FEET WEST OF A WITNESS POST AND 5 FEET
 KB1045'SOUTH OF THE EDGE OF A CULTIVATED FIELD.
 KB1045'
 KB1045'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 39 FEET SOUTH OF
 KB1045'THE CENTER OF A ROAD, 23 FEET WEST OF THE CENTER OF A ROAD, 3 FEET
 KB1045'WEST OF A POWER POLE AND 2 FEET WEST OF A WITNESS POST.
 KB1045'
 KB1045'TO REACH FROM THE GLENARM EXIT OF INTERSTATE HIGHWAY 55, GO
 KB1045'EASTERLY ON SURFACED ROAD FOR 0.85 MILE TO STATION ON THE LEFT.
 KB1045'
 KB1045'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 KB1045'
 KB1045'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 KB1045'DIVERNON.
 KB1045
 KB1045                          STATION RECOVERY (1976)
 KB1045
 KB1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1045'MARK RECOVERED AND IN GOOD CONDITION. THE TELEPHONE POLES ARE GONE
 KB1045'AND THE ROAD HAS CHANGED. THE MARK IS NOW 100 FT. NORTH OF THE CENTER
 KB1045'LINE OF THE ROAD, 92 FT NORTH-EAST OF A POWER POLE, 7 FT.
 KB1045'EAST-NORTHEAST OF A WITNESS POST AND 5 FT. SOUTH OF THE EDGE OF THE
 KB1045'FIELD. 0.85 MILES EAST NORTH AND EAST OF SURFACED ROAD FROM THE
 KB1045'GLENARM OVER PASS OVER INTERSTATE 55 TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1510 ***********************************************************************
 KB1510  DESIGNATION -  GLENARM PANHAN E PL TANK
 KB1510  PID         -  KB1510
 KB1510  STATE/COUNTY-  IL/SANGAMON
 KB1510  USGS QUAD   -  CHATHAM (1976)
 KB1510
 KB1510                         *CURRENT SURVEY CONTROL
 KB1510  ___________________________________________________________________
 KB1510* NAD 83(1997)-  39 37 58.72356(N)    089 37 47.73656(W)     ADJUSTED  
 KB1510* NAVD 88     -                                                        
 KB1510  ___________________________________________________________________
 KB1510  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 KB1510  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB1510
 KB1510  HORZ ORDER  -  THIRD
 KB1510
 KB1510.The horizontal coordinates were established by classical geodetic methods
 KB1510.and adjusted by the National Geodetic Survey in October 1999..
 KB1510
 KB1510
 KB1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1510
 KB1510.The geoid height was determined by GEOID03.
 KB1510
 KB1510;                    North         East     Units Scale Factor Converg.
 KB1510;SPC IL W     -   329,377.086   746,076.147   MT  0.99996730   +0 20 32.5
 KB1510;SPC IL W     - 1,080,631.32  2,447,751.49   sFT  0.99996730   +0 20 32.5
 KB1510;UTM  16      - 4,390,328.150   274,298.054   MT  1.00022722   -1 40 41.7
 KB1510
 KB1510                          SUPERSEDED SURVEY CONTROL
 KB1510
 KB1510  NAD 83(1986)-  39 37 58.73223(N)    089 37 47.72532(W) AD(       ) 4
 KB1510  NAD 27      -  39 37 58.54100(N)    089 37 47.38400(W) AD(       ) 3
 KB1510
 KB1510.Superseded values are not recommended for survey control.
 KB1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1510.See file dsdata.txt to determine how the superseded data were derived.
 KB1510
 KB1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7429890328(NAD 83)
 KB1510_MARKER: 53 = ELEVATED TANK
 KB1510
 KB1510  HISTORY     - Date     Condition        Report By
 KB1510  HISTORY     - 1960     FIRST OBSERVED   CGS
 KB1510  HISTORY     - 1976     GOOD             NGS
 KB1510
 KB1510                          STATION DESCRIPTION
 KB1510
 KB1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1510'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF GLENARM.
 KB1510'
 KB1510'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 104 AND U.S.
 KB1510'HIGHWAY 66 AND ABOUT 5.5MILES EAST OF AUBURN, GO N NORTH ON U.S.
 KB1510'HIGHWAY 66 FOR 2.5 MILES TO A CROSSROADS AT GLENARM.TURN RIGHT AND GO
 KB1510'EAST AND NORTH FOR 1.5 MILES ON PAVED ROAD TO THE STATION ON THE
 KB1510'LEFT JUST WEST OF THE PANHANDLE EASTERN PIPE LINE CO. OFFICE.
 KB1510'
 KB1510'THE TANK IS A 4 LEGED STEEL STRUCTURE, SILVER IN COLOR WITH THE NAME
 KB1510'PANHANDLE EASTERN PIPE LINE CO. PAINTED ON THE EAST SIDE IN
 KB1510'BLACK LETTERS.
 KB1510'
 KB1510'THE POINT INTERSECTED WAS THE BALL ON TOP.
 KB1510
 KB1510                          STATION RECOVERY (1976)
 KB1510
 KB1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1510'TO REACH THE GLENARM PANHANDLE EASTERN PIPELINE COMPANY WATER TANK
 KB1510'FROM THE JUNCTION OF STATE HIGHWAY 104 AND U.S. HIGHWAY 66 (ABOUT
 KB1510'5.5 MILES EAST OF AUBURN), GO NORTH ON U.S. HIGHWAY 66 FOR 2.5
 KB1510'MILES TO A CROSSROAD AT GLENARM.  TURN RIGHT AND GO EAST AND NORTH
 KB1510'FOR 1-1/2 MILES ON PAVED ROAD TO THE STATION ON THE LEFT JUST
 KB1510'WEST OF THE PANHANDLE EASTERN PIPE LINE COMPANY OFFICE.  THE TANK IS
 KB1510'75 FEET HIGH, SILVER IN COLOR, WITH BLACK LETTERING GLENARM
 KB1510'PANHANDLE EASTERN PIPELINE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1511 ***********************************************************************
 KB1511  DESIGNATION -  GLENARM PANHAN E PL MICROWAVE
 KB1511  PID         -  KB1511
 KB1511  STATE/COUNTY-  IL/SANGAMON
 KB1511  USGS QUAD   -  CHATHAM (1976)
 KB1511
 KB1511                         *CURRENT SURVEY CONTROL
 KB1511  ___________________________________________________________________
 KB1511* NAD 83(1997)-  39 37 56.60917(N)    089 37 51.47255(W)     ADJUSTED  
 KB1511* NAVD 88     -                                                        
 KB1511  ___________________________________________________________________
 KB1511  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 KB1511  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB1511
 KB1511  HORZ ORDER  -  THIRD
 KB1511
 KB1511.The horizontal coordinates were established by classical geodetic methods
 KB1511.and adjusted by the National Geodetic Survey in October 1999..
 KB1511
 KB1511
 KB1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1511
 KB1511.The geoid height was determined by GEOID03.
 KB1511
 KB1511;                    North         East     Units Scale Factor Converg.
 KB1511;SPC IL W     -   329,311.347   745,987.448   MT  0.99996720   +0 20 30.2
 KB1511;SPC IL W     - 1,080,415.64  2,447,460.49   sFT  0.99996720   +0 20 30.2
 KB1511;UTM  16      - 4,390,265.564   274,207.069   MT  1.00022772   -1 40 44.0
 KB1511
 KB1511                          SUPERSEDED SURVEY CONTROL
 KB1511
 KB1511  NAD 83(1986)-  39 37 56.61791(N)    089 37 51.46135(W) AD(       ) 4
 KB1511  NAD 27      -  39 37 56.42600(N)    089 37 51.12100(W) AD(       ) 3
 KB1511
 KB1511.Superseded values are not recommended for survey control.
 KB1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1511.See file dsdata.txt to determine how the superseded data were derived.
 KB1511
 KB1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7420790266(NAD 83)
 KB1511_MARKER: 44 = MICROWAVE MAST
 KB1511
 KB1511  HISTORY     - Date     Condition        Report By
 KB1511  HISTORY     - 1960     FIRST OBSERVED   CGS
 KB1511  HISTORY     - 1976     GOOD             NGS
 KB1511
 KB1511                          STATION DESCRIPTION
 KB1511
 KB1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1511'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF GLENARM.
 KB1511'
 KB1511'TO REACH THE STATION FROM JUNCTION OF STATE ROUTE 104 AND U.S.
 KB1511'HIGHWAY 66 AND ABOUT 5.5 MILES EAST OF AUBURN, GO NORTH ON
 KB1511'U.S. HIGHWAY 66 FOR 2.5 MILES TO A CROSSROADS AT GLENARM. TURN RIGHT
 KB1511'AND GO EAST AND NORTH FOR 1-1/2 MILES ON PAVED ROAD TO THE
 KB1511'STATION ON THE LEFT JUST WEST OF THE PANHANDLE EASTERN PIPE LINE CO.
 KB1511'OFFICE.
 KB1511'
 KB1511'THE STATION IS TWO MASTS JOINED TOGETHER ON TOP, HAS 2 REFLECTORS ON
 KB1511'TOP, HAS RED LIGHT ON TOP AND IS APPROXIMATELY 250 FEET HIGH.
 KB1511'
 KB1511'POINT INTERSECTED WAS RED LIGHT ON TOP.
 KB1511
 KB1511                          STATION RECOVERY (1976)
 KB1511
 KB1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1511'TO REACH THE GLENARM PANHANDLE EASTERN PIPELINE COMPANY MICROWAVE
 KB1511'MAST FROM THE JUNCTION OF STATE HIGHWAY 104 AND U.S. HIGHWAY 66
 KB1511'(ABOUT 5.5 MILES EAST OF AUBURN), GO NORTH ON U.S. HIGHWAY 66 FOR
 KB1511'2.5 MILES TO ACROSSROAD AT GLENARM.  TURN RIGHT AND GO EAST AND
 KB1511'NORTH FOR 1-1/2 MILES ON PAVED ROAD TO THE STATION ON THE LEFT
 KB1511'JUST WEST OF THE PANHANDLE EASTERN PIPE LINE COMPANY OFFICE.  THE
 KB1511'MAST IS 250 FEET HIGH AND RED AND WHITE IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1046 ***********************************************************************
 KB1046  DESIGNATION -  GLENARM RM 1
 KB1046  PID         -  KB1046
 KB1046  STATE/COUNTY-  IL/SANGAMON
 KB1046  USGS QUAD   -  CHATHAM (1976)
 KB1046
 KB1046                         *CURRENT SURVEY CONTROL
 KB1046  ___________________________________________________________________
 KB1046* NAD 83(1986)-  39 37 35.     (N)    089 38 24.     (W)     SCALED    
 KB1046* NAVD 88     -       182.986  (meters)     600.35   (feet)  ADJUSTED  
 KB1046  ___________________________________________________________________
 KB1046  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KB1046  DYNAMIC HT  -         182.884 (meters)     600.01  (feet)  COMP
 KB1046  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KB1046
 KB1046  VERT ORDER  -  SECOND    CLASS 0
 KB1046
 KB1046.The horizontal coordinates were scaled from a topographic map and have
 KB1046.an estimated accuracy of +/- 6 seconds.
 KB1046
 KB1046.The orthometric height was determined by differential leveling
 KB1046.and adjusted by the National Geodetic Survey in June 1991..
 KB1046
 KB1046.The geoid height was determined by GEOID03.
 KB1046
 KB1046.The dynamic height is computed by dividing the NAVD 88
 KB1046.geopotential number by the normal gravity value computed on the
 KB1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1046.degrees latitude (g = 980.6199 gals.).
 KB1046
 KB1046.The modeled gravity was interpolated from observed gravity values.
 KB1046
 KB1046;                    North         East    Units  Estimated Accuracy
 KB1046;SPC IL W     -   328,640.      745,220.      MT  (+/- 180 meters Scaled)
 KB1046
 KB1046                          SUPERSEDED SURVEY CONTROL
 KB1046
 KB1046  NGVD 29 (??/??/92)  183.101  (m)          600.72   (f) ADJ UNCH    2 0
 KB1046
 KB1046.Superseded values are not recommended for survey control.
 KB1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1046.See file dsdata.txt to determine how the superseded data were derived.
 KB1046
 KB1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ734896(NAD 83)
 KB1046_MARKER: DR = REFERENCE MARK DISK
 KB1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1046_STAMPING: GLENARM NO 1 1960
 KB1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1046+STABILITY: SURFACE MOTION
 KB1046
 KB1046  HISTORY     - Date     Condition        Report By
 KB1046  HISTORY     - 1960     MONUMENTED       CGS
 KB1046  HISTORY     - 1976     GOOD             NGS
 KB1046
 KB1046                          STATION DESCRIPTION
 KB1046
 KB1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1046'4.4 MI NE FROM DIVERNON.
 KB1046'4.0 MILES NORTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY)
 KB1046'FROM ITS JUNCTION WITH DIVERNON ROAD, THENCE 0.4 MILES EAST
 KB1046'ALONG A BLACKTOP ROAD, ABOUT 0.4 MILES EAST OF THE SMALL
 KB1046'COMMUNITY OF GLENARM, 36 FEET NORTH OF THE CENTER LINE OF THE
 KB1046'ROAD, 129 FEET NORTHEAST OF THE SIXTH POWER POLE EAST OF A HOUSE
 KB1046'ON THE SOUTH SIDE OF THE ROAD, 45 FEET EAST OF A TELEPHONE POLE,
 KB1046'51.9 FEET EAST OF TRAVERSE STATION GLENARM, 46 FEET EAST OF A
 KB1046'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 KB1046'OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB1046
 KB1046                          STATION RECOVERY (1976)
 KB1046
 KB1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1046'MARK RECOVERED IN GOOD CONDITION, THE TELEPHONE POLES ARE GONE AND
 KB1046'THE ROAD HAS BEEN MOVED. THE MARK IS NOW 130 FT NE OF A POWER POLE,
 KB1046'85 FT NORTH OF THE CENTER LINE OF THE ROAD, 46 FT EAST OF A WITNESS
 KB1046'POST AND 4 FT S OF SOUTH EDGE OF FIELD. 0.85 MILE EAST, NORTH AND
 KB1046'EAST ON SURFACED ROAD FROM THE OVER PASS OVER INTERSTATE 55 FROM THE
 KB1046'GLENARM EXIT OF INTERSTATE 55 TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1044 ***********************************************************************
 KB1044  DESIGNATION -  GLENARM RM 2
 KB1044  PID         -  KB1044
 KB1044  STATE/COUNTY-  IL/SANGAMON
 KB1044  USGS QUAD   -  CHATHAM (1976)
 KB1044
 KB1044                         *CURRENT SURVEY CONTROL
 KB1044  ___________________________________________________________________
 KB1044* NAD 83(1986)-  39 37 34.     (N)    089 38 24.     (W)     SCALED    
 KB1044* NAVD 88     -       182.921  (meters)     600.13   (feet)  ADJUSTED  
 KB1044  ___________________________________________________________________
 KB1044  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KB1044  DYNAMIC HT  -         182.819 (meters)     599.80  (feet)  COMP
 KB1044  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KB1044
 KB1044  VERT ORDER  -  SECOND    CLASS 0
 KB1044
 KB1044.The horizontal coordinates were scaled from a topographic map and have
 KB1044.an estimated accuracy of +/- 6 seconds.
 KB1044
 KB1044.The orthometric height was determined by differential leveling
 KB1044.and adjusted by the National Geodetic Survey in June 1991..
 KB1044
 KB1044.The geoid height was determined by GEOID03.
 KB1044
 KB1044.The dynamic height is computed by dividing the NAVD 88
 KB1044.geopotential number by the normal gravity value computed on the
 KB1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1044.degrees latitude (g = 980.6199 gals.).
 KB1044
 KB1044.The modeled gravity was interpolated from observed gravity values.
 KB1044
 KB1044;                    North         East    Units  Estimated Accuracy
 KB1044;SPC IL W     -   328,610.      745,220.      MT  (+/- 180 meters Scaled)
 KB1044
 KB1044                          SUPERSEDED SURVEY CONTROL
 KB1044
 KB1044  NGVD 29 (??/??/92)  183.035  (m)          600.51   (f) ADJ UNCH    2 0
 KB1044
 KB1044.Superseded values are not recommended for survey control.
 KB1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1044.See file dsdata.txt to determine how the superseded data were derived.
 KB1044
 KB1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ734895(NAD 83)
 KB1044_MARKER: DR = REFERENCE MARK DISK
 KB1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1044_STAMPING: GLENARM NO 2 1960
 KB1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1044+STABILITY: SURFACE MOTION
 KB1044
 KB1044  HISTORY     - Date     Condition        Report By
 KB1044  HISTORY     - 1960     MONUMENTED       CGS
 KB1044  HISTORY     - 1976     GOOD             NGS
 KB1044
 KB1044                          STATION DESCRIPTION
 KB1044
 KB1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1044'4.4 MI NE FROM DIVERNON.
 KB1044'4.0 MILES NORTH ALONG U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY)
 KB1044'FROM ITS JUNCTION WITH DIVERNON ROAD, THENCE 0.4 MILES EAST ALONG
 KB1044'A BLACKTOP ROAD, ABOUT 0.4 MILES EAST OF THE SMALL COMMUNITY OF
 KB1044'GLENARM, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 74 FEET
 KB1044'NORTH OF THE SIXTH POWER POLE EAST OF A HOUSE ON THE SOUTH SIDE
 KB1044'OF THE ROAD, 64 FEET WEST OF A TELEPHONE POLE, 56.8 FEET WEST OF
 KB1044'TRAVERSE STATION GLENARM, 63 FEET WEST OF A METAL WITNESS POST,
 KB1044'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 KB1044'FLUSH WITH THE GROUND.
 KB1044
 KB1044                          STATION RECOVERY (1976)
 KB1044
 KB1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1044'MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION THE TELEPHONE POLES
 KB1044'ARE GONE AND THE ROAD HAS BEEN MOVED. THE MARK IS NOW 119 FT NORTH OF
 KB1044'THE ROAD, 74 FT. NORTH OF A POWER POLE, 63 FT. WEST OF A WITNESS POST
 KB1044'AND 5 FT. SOUTH OF THE SOUTH EDGE OF A FIELD. 0.85 MILES EAST NORTH
 KB1044'AND EAST ON SURFACED FROM THE OVERPASS OVER INTERSTATE 55 FROM THE
 KB1044'GLENARM EXIT OF INTERSTATE 55 TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0141 ***********************************************************************
 NG0141  DESIGNATION -  GLENCOE
 NG0141  PID         -  NG0141
 NG0141  STATE/COUNTY-  IL/COOK
 NG0141  USGS QUAD   -  EVANSTON (1995)
 NG0141
 NG0141                         *CURRENT SURVEY CONTROL
 NG0141  ___________________________________________________________________
 NG0141* NAD 83(1986)-  42 07 25.     (N)    087 44 53.     (W)     SCALED    
 NG0141* NAVD 88     -       202.399  (meters)     664.04   (feet)  ADJUSTED  
 NG0141  ___________________________________________________________________
 NG0141  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NG0141  DYNAMIC HT  -         202.334 (meters)     663.82  (feet)  COMP
 NG0141  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 NG0141
 NG0141  VERT ORDER  -  FIRST     CLASS 0
 NG0141
 NG0141.The horizontal coordinates were scaled from a topographic map and have
 NG0141.an estimated accuracy of +/- 6 seconds.
 NG0141
 NG0141.The orthometric height was determined by differential leveling
 NG0141.and adjusted by the National Geodetic Survey in June 1991..
 NG0141
 NG0141.The geoid height was determined by GEOID03.
 NG0141
 NG0141.The dynamic height is computed by dividing the NAVD 88
 NG0141.geopotential number by the normal gravity value computed on the
 NG0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0141.degrees latitude (g = 980.6199 gals.).
 NG0141
 NG0141.The modeled gravity was interpolated from observed gravity values.
 NG0141
 NG0141;                    North         East    Units  Estimated Accuracy
 NG0141;SPC IL E     -   606,000.      348,400.      MT  (+/- 180 meters Scaled)
 NG0141
 NG0141                          SUPERSEDED SURVEY CONTROL
 NG0141
 NG0141  NGVD 29 (??/??/92)  202.407  (m)          664.06   (f) ADJ UNCH    1 0
 NG0141
 NG0141.Superseded values are not recommended for survey control.
 NG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0141.See file dsdata.txt to determine how the superseded data were derived.
 NG0141
 NG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM381637(NAD 83)
 NG0141_MARKER: DB = BENCH MARK DISK
 NG0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0141_STAMPING: GLENCOE 1934
 NG0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0141+STABILITY: SURFACE MOTION
 NG0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0141+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1997
 NG0141
 NG0141  HISTORY     - Date     Condition        Report By
 NG0141  HISTORY     - 1934     MONUMENTED       CGS
 NG0141  HISTORY     - 1973     GOOD             NGS
 NG0141  HISTORY     - 1987     GOOD             USPSQD
 NG0141  HISTORY     - 19970601 GOOD             PATRIC
 NG0141  HISTORY     - 19991126 GOOD             USPSQD
 NG0141  HISTORY     - 20011110 GOOD             USPSQD
 NG0141
 NG0141                          STATION DESCRIPTION
 NG0141
 NG0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0141'0.8 MI SE FROM GLENCOE.
 NG0141'ABOUT 0.65 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NG0141'RAILWAY FROM THE CROSSING OF PARK AVENUE AT GLENCOE, THENCE
 NG0141'ABOUT 0.2 MILE SOUTH ALONG LINDEN AVENUE, AT THE JUNCTION OF
 NG0141'MONROE STREET.  AT THE SOUTHEAST CORNER OF THE SOUTH SCHOOL YARD,
 NG0141'27 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 124 1/2 FEET
 NG0141'EAST OF THE CENTER OF THE EAST ENTRANCE DOOR TO THE SCHOOL, AT
 NG0141'THE NORTHEAST END OF THE SOUTHEAST SIDEWALK ENTRANCE FOR SCHOOL,
 NG0141'12.2 FEET SOUTHEAST OF A TELEPHONE BOX, ABOUT LEVEL WITH THE
 NG0141'STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NG0141'SIDEWALK.  SEC 17, T42N, R13E.
 NG0141
 NG0141                          STATION RECOVERY (1987)
 NG0141
 NG0141'RECOVERY NOTE BY US POWER SQUADRON 1987 (MLG)
 NG0141'RECOVERED IN GOOD CONDITION.
 NG0141
 NG0141                          STATION RECOVERY (1997)
 NG0141
 NG0141'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 1997 (BPG)
 NG0141'RECOVERED IN GOOD CONDITION.
 NG0141
 NG0141                          STATION RECOVERY (1999)
 NG0141
 NG0141'RECOVERY NOTE BY US POWER SQUADRON 1999
 NG0141'RECOVERED IN GOOD CONDITION.
 NG0141
 NG0141                          STATION RECOVERY (2001)
 NG0141
 NG0141'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKD)
 NG0141'RECOVERED AS DESCRIBED.
 NG0141'COORDINATES BY GPS. L 42 DEGREES 07.449'N LO 087 DEGREES 45.027'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0538 ***********************************************************************
 NG0538  DESIGNATION -  GLENCOE MUNICIPAL TANK
 NG0538  PID         -  NG0538
 NG0538  STATE/COUNTY-  IL/COOK
 NG0538  USGS QUAD   -  PARK RIDGE (1995)
 NG0538
 NG0538                         *CURRENT SURVEY CONTROL
 NG0538  ___________________________________________________________________
 NG0538* NAD 83(1997)-  42 07 10.63244(N)    087 46 49.74115(W)     ADJUSTED  
 NG0538* NAVD 88     -                                                        
 NG0538  ___________________________________________________________________
 NG0538  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NG0538  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NG0538
 NG0538  HORZ ORDER  -  THIRD
 NG0538
 NG0538.The horizontal coordinates were established by classical geodetic methods
 NG0538.and adjusted by the National Geodetic Survey in October 1999..
 NG0538
 NG0538
 NG0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0538
 NG0538.The geoid height was determined by GEOID03.
 NG0538
 NG0538;                    North         East     Units Scale Factor Converg.
 NG0538;SPC IL E     -   605,536.946   345,717.062   MT  1.00000071   +0 22 14.9
 NG0538;SPC IL E     - 1,986,665.80  1,134,240.06   sFT  1.00000071   +0 22 14.9
 NG0538;UTM  16      - 4,663,352.372   435,483.195   MT  0.99965122   -0 31 24.5
 NG0538
 NG0538                          SUPERSEDED SURVEY CONTROL
 NG0538
 NG0538  NAD 83(1997)-  42 07 10.63249(N)    087 46 49.74184(W) AD(       ) 4
 NG0538  NAD 83(1997)-  42 07 10.63176(N)    087 46 49.75848(W) AD(       ) 4
 NG0538  NAD 83(1986)-  42 07 10.63433(N)    087 46 49.75759(W) AD(       ) 4
 NG0538  NAD 27      -  42 07 10.52561(N)    087 46 49.52566(W) AD(       ) 3
 NG0538
 NG0538.Superseded values are not recommended for survey control.
 NG0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0538.See file dsdata.txt to determine how the superseded data were derived.
 NG0538
 NG0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3548363352(NAD 83)
 NG0538_MARKER: 53 = ELEVATED TANK
 NG0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0538+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 NG0538
 NG0538  HISTORY     - Date     Condition        Report By
 NG0538  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0538  HISTORY     - 1979     GOOD             NGS
 NG0538  HISTORY     - 19901201 GOOD             USPSQD
 NG0538  HISTORY     - 20021216 GOOD             USPSQD
 NG0538
 NG0538                          STATION DESCRIPTION
 NG0538
 NG0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0538'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 NG0538'TANK LOCATED ABOUT
 NG0538'0.1 MILE NORTH OF THE INTERSECTION OF TOWER ROAD AND SKOKIE ROAD ON
 NG0538'THE WEST SIDE OF EDENS EXPRESSWAY
 NG0538'(U.S. HIGHWAY 41) IN THE SOUTHWEST EDGE OF GLENCOE.
 NG0538'IT IS A FLAT-TOPPED, STEEL TANK SUPPORTED BY AN
 NG0538'EIGHT-LEGGED STEEL STRUCTURE AND IS
 NG0538'PAINTED SILVER.  THE HEIGHT IS ABOUT 100 FEET.
 NG0538
 NG0538                          STATION RECOVERY (1979)
 NG0538
 NG0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 NG0538'TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TANK HAS BEEN
 NG0538'REPAINTED BLUE.
 NG0538
 NG0538                          STATION RECOVERY (1990)
 NG0538
 NG0538'RECOVERY NOTE BY US POWER SQUADRON 1990 (REH)
 NG0538'RECOVERED IN GOOD CONDITION.
 NG0538
 NG0538                          STATION RECOVERY (2002)
 NG0538
 NG0538'RECOVERY NOTE BY US POWER SQUADRON 2002 (EFU)
 NG0538'GPS COORDINATES-LAT. 42 DEG.'S 07'10.6''N LONG. 087 DEG.'S 46'49.6''W
 NG0538'ARE CONSISTANT WITH THOSE SHOWN ON NGS DATA SHEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1533 ***********************************************************************
 HB1533  DESIGNATION -  GLENDALE
 HB1533  PID         -  HB1533
 HB1533  STATE/COUNTY-  IL/POPE
 HB1533  USGS QUAD   -  GLENDALE (1962)
 HB1533
 HB1533                         *CURRENT SURVEY CONTROL
 HB1533  ___________________________________________________________________
 HB1533* NAD 83(1997)-  37 26 33.18877(N)    088 38 13.20506(W)     ADJUSTED  
 HB1533* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 HB1533  ___________________________________________________________________
 HB1533  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HB1533  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HB1533
 HB1533  HORZ ORDER  -  SECOND
 HB1533
 HB1533.The horizontal coordinates were established by classical geodetic methods
 HB1533.and adjusted by the National Geodetic Survey in October 1999..
 HB1533
 HB1533.The orthometric height was scaled from a topographic map.
 HB1533
 HB1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1533
 HB1533.The geoid height was determined by GEOID03.
 HB1533
 HB1533;                    North         East     Units Scale Factor Converg.
 HB1533;SPC IL E     -    86,147.913   273,128.096   MT  0.99998389   -0 11 04.6
 HB1533;SPC IL E     -   282,636.94    896,087.76   sFT  0.99998389   -0 11 04.6
 HB1533;UTM  16      - 4,145,225.880   355,189.357   MT  0.99985831   -0 59 43.5
 HB1533
 HB1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1533!SPC IL E     -   0.99997788  x   0.99998389  =   0.99996177
 HB1533!UTM  16      -   0.99997788  x   0.99985831  =   0.99983619
 HB1533
 HB1533|---------------------------------------------------------------------|
 HB1533| PID    Reference Object                     Distance      Geod. Az  |
 HB1533|                                                           dddmmss.s |
 HB1533| CI3693 GLENDALE RM 1                        26.916 METERS 04354     |
 HB1533| CI3692 GLENDALE AZ MK                                     1234046.3 |
 HB1533| CI3694 GLENDALE RM 2                        26.127 METERS 14421     |
 HB1533|---------------------------------------------------------------------|
 HB1533
 HB1533                          SUPERSEDED SURVEY CONTROL
 HB1533
 HB1533  NAD 83(1997)-  37 26 33.19410(N)    088 38 13.20355(W) AD(       ) 2
 HB1533  NAD 83(1986)-  37 26 33.19940(N)    088 38 13.20722(W) AD(       ) 2
 HB1533  NAD 27      -  37 26 33.01252(N)    088 38 13.01386(W) AD(       ) 2
 HB1533
 HB1533.Superseded values are not recommended for survey control.
 HB1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1533.See file dsdata.txt to determine how the superseded data were derived.
 HB1533
 HB1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5518945226(NAD 83)
 HB1533_MARKER: DS = TRIANGULATION STATION DISK
 HB1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1533
 HB1533  HISTORY     - Date     Condition        Report By
 HB1533  HISTORY     - 1957     MONUMENTED       CGS
 HB1533  HISTORY     - 1962     GOOD             ILHD
 HB1533
 HB1533                          STATION DESCRIPTION
 HB1533
 HB1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1533'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHEAST OF
 HB1533'REEVESVILLE, ABOUT 5 MILES SOUTHWEST OF EDDYVILLE, ABOUT 2.5 MILES
 HB1533'EAST-SUTHEAST OF GLENDALE AND ON PROPERTY LEASED BY THE U.S.
 HB1533'GOVERNMENT.  IT IS 87 FEET NORTHWEST OF A WHITE WITNESS POST,
 HB1533'71 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BARN, 32 FEET WEST OF
 HB1533'THE CENTERLINE OF A GRAVELED ROAD AND 15 FEET SOUTH OF A 3 FEET IN
 HB1533'DIAMETER OAK TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HB1533'STAMPED GLENDALE 1957.
 HB1533'
 HB1533'TO REACH THE STATION FROM THE FIRST APOSTOLIC CHURCH IN GLENDALE, GO
 HB1533'EAST ON THE GRAVELED ROAD, CROSSING STATE HIGHWAY 145, FOR 0.35
 HB1533'MILE TO A Y-INTERSECTION.  BEAR RIGHT, SOUTHEAST AND EAST, FOR 1.8
 HB1533'MILES TO A SIDE ROAD LEFT.  *TURN LEFT, NORTHERLY, FOR 0.15 MILE TO
 HB1533'THE STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 HB1533'
 HB1533'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST FOR 0.45
 HB1533'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HB1533'
 HB1533'REFERENCE MARK 1 IS 28 FEET EAST OF THE SOUTHEAST CORNER OF THE BARN,
 HB1533'19 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 0.5 FEET SOUTH OF
 HB1533'A FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1533'GLENDALE NO 1 1957.  NOTE- THIS MARK IS ABOUT 3 FEET HIGHER THAN
 HB1533'STATION.
 HB1533'
 HB1533'REFERENCE MARK 2 IS 2 FEET NORTH OF A WHITE WITNESS POST, 19 FEET
 HB1533'EAST OF THE CENTERLINE OF THE ROAD AND 6 INCHES WEST OF A FENCE.
 HB1533'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GLENDALE NO 2
 HB1533'1957.
 HB1533'
 HB1533'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 HB1533'ROAD, 27 FEET EAST OF THE CENTERLINE OF A FIELD ROAD, 2
 HB1533'FEET WEST OF A WHITE WITNESS POST, 1 FOOT NORTH OF A TELEPHONE POLE
 HB1533'AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 HB1533'THE DISK IS STAMPED GLENDALE 1957.
 HB1533'
 HB1533'HEIGHT OF LIGHT ABOVE STATION IS 26 METERS.
 HB1533
 HB1533                          STATION RECOVERY (1962)
 HB1533
 HB1533'RECOVERY NOTE BY IL HIGHWAY DEPT 1962
 HB1533'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.  DESCRIPTION
 HB1533'ADEQUATE EXCEPT IN DESCRIPTION FOR AZIMUTH MARK.  SHOULD BE 27 FEET
 HB1533'E OF CENTERLINE OF A FIELD ENTRANCE DIRECTLY ACROSS ROAD FROM
 HB1533'ENTRANCE TO HAY BARN AND ELONGATED CATTLE BARN ON NORTH SIDE OF
 HB1533'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0541 ***********************************************************************
 NG0541  DESIGNATION -  GLENVIEW
 NG0541  PID         -  NG0541
 NG0541  STATE/COUNTY-  IL/COOK
 NG0541  USGS QUAD   -  PARK RIDGE (1995)
 NG0541
 NG0541                         *CURRENT SURVEY CONTROL
 NG0541  ___________________________________________________________________
 NG0541* NAD 83(1997)-  42 06 19.86561(N)    087 47 54.76507(W)     ADJUSTED  
 NG0541* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 NG0541  ___________________________________________________________________
 NG0541  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NG0541  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NG0541
 NG0541  HORZ ORDER  -  THIRD
 NG0541
 NG0541.The horizontal coordinates were established by classical geodetic methods
 NG0541.and adjusted by the National Geodetic Survey in October 1999..
 NG0541
 NG0541.The orthometric height was scaled from a topographic map.
 NG0541
 NG0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0541
 NG0541.The geoid height was determined by GEOID03.
 NG0541
 NG0541;                    North         East     Units Scale Factor Converg.
 NG0541;SPC IL E     -   603,961.094   344,233.236   MT  0.99999907   +0 21 30.9
 NG0541;SPC IL E     - 1,981,495.69  1,129,371.88   sFT  0.99999907   +0 21 30.9
 NG0541;UTM  16      - 4,661,800.407   433,975.482   MT  0.99965364   -0 32 07.6
 NG0541
 NG0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0541!SPC IL E     -   0.99997332  x   0.99999907  =   0.99997239
 NG0541!UTM  16      -   0.99997332  x   0.99965364  =   0.99962697
 NG0541
 NG0541|---------------------------------------------------------------------|
 NG0541| PID    Reference Object                     Distance      Geod. Az  |
 NG0541|                                                           dddmmss.s |
 NG0541| CI9637 GLENVIEW RM 1                        29.161 METERS 03904     |
 NG0541| NG0538 GLENCOE MUNICIPAL TANK              APPROX. 2.2 KM 0433809.2 |
 NG0541| CI9636 GLENVIEW AZ MK                                     0943951.7 |
 NG0541| CI9638 GLENVIEW RM 2                        26.230 METERS 27127     |
 NG0541| NG0517 RNG NAVAL GLENVIEW RADIO NBU        APPROX. 5.8 KM 2960326.3 |
 NG0541|---------------------------------------------------------------------|
 NG0541
 NG0541                          SUPERSEDED SURVEY CONTROL
 NG0541
 NG0541  NAD 83(1997)-  42 06 19.86566(N)    087 47 54.76573(W) AD(       ) 3
 NG0541  NAD 83(1997)-  42 06 19.86685(N)    087 47 54.77988(W) AD(       ) 3
 NG0541  NAD 83(1986)-  42 06 19.86840(N)    087 47 54.78007(W) AD(       ) 3
 NG0541  NAD 27      -  42 06 19.76327(N)    087 47 54.54500(W) AD(       ) 3
 NG0541
 NG0541.Superseded values are not recommended for survey control.
 NG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0541.See file dsdata.txt to determine how the superseded data were derived.
 NG0541
 NG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3397561800(NAD 83)
 NG0541_MARKER: DS = TRIANGULATION STATION DISK
 NG0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0541_STAMPING: GLENVIEW 1956
 NG0541_MARK LOGO: CGS   
 NG0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0541+STABILITY: SURFACE MOTION
 NG0541
 NG0541  HISTORY     - Date     Condition        Report By
 NG0541  HISTORY     - 1956     MONUMENTED       CGS
 NG0541  HISTORY     - 1958     GOOD             CHIAS
 NG0541  HISTORY     - 1971     GOOD             ILHD
 NG0541  HISTORY     - 1979     SEE DESCRIPTION  NGS
 NG0541  HISTORY     - 1982     GOOD             AME
 NG0541  HISTORY     - 19831007 GOOD             NGS
 NG0541  HISTORY     - 1988     POOR             USPSQD
 NG0541
 NG0541                          STATION DESCRIPTION
 NG0541
 NG0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0541'THE STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 42 A
 NG0541'(WAUKEGAN ROAD) AND WILLOW
 NG0541'ROAD, ABOUT 4-1/2 MILES SOUTHEAST OF DEERFIELD, 2-1/4 MILES NORTH OF
 NG0541'GLENVIEW, 1 MILE WEST OF THE CENTER OF
 NG0541'NORTHFIELD AND IS ON HIGHWAY RIGHT-OF-WAY.  IT IS 128
 NG0541'FEET NORTHEAST OF THE INTERSECTION, 120 FEET
 NG0541'EAST OF THE CENTER OF HIGHWAY 42 A, 49 FEET
 NG0541'NORTH OF THE CENTER OF WILLOW ROAD, 1 FOOT SOUTH OF A FENCE
 NG0541'LINE AND 1 FOOT EAST OF A WHITE
 NG0541'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NG0541'GLENVIEW 1956.
 NG0541'
 NG0541'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 42 A
 NG0541'ABOUT 2.4 MILES SOUTH OF
 NG0541'DEERFIELD, GO SOUTHEAST ON HIGHWAY 42 A FOR 2.55 MILES TO THE
 NG0541'INTERSECTION OF WILLOW ROAD AND THE
 NG0541'STATION IN THE NORTHEAST ANGLE.
 NG0541'
 NG0541'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON WILLOW ROAD
 NG0541'FOR 0.3 MILE TO THE AZIMUTH
 NG0541'MARK ON THE RIGHT.
 NG0541'
 NG0541'REFERENCE MARK 1 IS 44 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 NG0541'BRICK BUILDING, 17 FEET WEST OF
 NG0541'THE CENTER OF A GRAVEL DRIVEWAY, 14 FEET NORTH OF A FIRE HYDRANT
 NG0541'AND 1 FOOT EAST OF A FENCE LINE.
 NG0541'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NG0541'GLENVIEW NO 1 1956.
 NG0541'
 NG0541'REFERENCE MARK 2 IS 60 FEET NORTHEAST OF THE INTERSECTION OF 42 A AND
 NG0541'WILLOW ROAD, 50 FEET NORTH OF
 NG0541'THE CENTER OF WILLOW ROAD, 34 FEET EAST OF THE CENTER OF 42 A, 2 FEET
 NG0541'SOUTH OF A FENCE CORNER AND 1 FOOT
 NG0541'EAST OF A POWER LINE POLE.  THE MARK IS FLUSH AND
 NG0541'THE DISK IS STAMPED GLENVIEW NO 2 1956.
 NG0541'
 NG0541'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF WILLOW ROAD, 2
 NG0541'FEET WEST OF A TELEPHONE POLE
 NG0541'AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 NG0541'DISK IS STAMPED GLENVIEW 1956.
 NG0541'
 NG0541'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NG0541
 NG0541                          STATION RECOVERY (1958)
 NG0541
 NG0541'RECOVERY NOTE BY CHICAGO AERIAL SURVEY 1958
 NG0541'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NG0541
 NG0541                          STATION RECOVERY (1971)
 NG0541
 NG0541'RECOVERY NOTE BY IL HIGHWAY DEPT 1971 (JWH)
 NG0541'GLENVIEW 1956 FOUND IN GOOD CONDITION.
 NG0541'GLENVIEW NO 1 1956
 NG0541'FOUND IN GOOD CONDITION.
 NG0541'GLENVIEW NO 2 1956 FOUND IN GOOD
 NG0541'CONDITION.
 NG0541'GLENVIEW 1956 AZ FOUND IN GOOD CONDITION.
 NG0541'
 NG0541'WITNESS POST ARE MISSING FOR THE ABOVE MARKS.
 NG0541'
 NG0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.25 MI. N. OF
 NG0541'GLENVIEW.
 NG0541
 NG0541                          STATION RECOVERY (1979)
 NG0541
 NG0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (LHD)
 NG0541'STATION MARK, R.M. NO. 1, AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 NG0541'A SUBSTANTIAL CHIP HAS BEEN KNOCKED OUT OF BOTH THE STATION MARK
 NG0541'DISK AND THE MONUMENT IN WHICH IT IS SET, BUT STATION DOES NOT
 NG0541'APPEAR TO HAVE BEEN DISTURBED.  R.M. NO. 1 AND AZIMUTH MARK WERE
 NG0541'FOUND TO BE IN GOOD CONDITION.  DISTANCE AND ANGLE MEASUREMENTS
 NG0541'INDICATE THAT R.M. NO. 2 HAS BEEN DESTROYED BY ROAD
 NG0541'CONSTRUCTION.
 NG0541'
 NG0541'THE ORIGINAL TO REACH IS ADEQUATE FOR RECOVERY.  THE STATE HIGHWAY
 NG0541'42 A (WAUKEGAN ROAD) MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 NG0541'REMUNBERED STATE HIGHWAY 43.
 NG0541
 NG0541                          STATION RECOVERY (1982)
 NG0541
 NG0541'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1982 (PD)
 NG0541'GLENVIEW 1956 RECOVERED GOOD.
 NG0541'
 NG0541'DID NOT FIND AZIMUTH MARK.
 NG0541
 NG0541                          STATION RECOVERY (1983)
 NG0541
 NG0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NG0541'THE STATION WAS RECOVERED WITH A PIECE BROKEN OFF THE DISK, BUT STILL
 NG0541'SOLID AND IN GOOD CONDITION.  RM 1 WAS RECOVERED IN GOOD CONDITION AND
 NG0541'THE DISTANCE AND DIRECTION CHECKED THE OLD DATA.  RM 2 WAS NOT
 NG0541'RECOVERED AND IS PRESUMED DESTROYED.  A NEW RM 3 WAS ESTABLISHED AT
 NG0541'THIS TIME.  THE TO REACH FOR THIS STATION IS STILL ADEQUATE, EXCEPT
 NG0541'HIGHWAY 42A IS NOW STATE HWY 43, WAUKEGAN ROAD.
 NG0541' 
 NG0541'THE STATION IS A STANDARD NGS DISK STAMPED---GLENVIEW 1956---, SET
 NG0541'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (35 CM) IN
 NG0541'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 36.576 METERS
 NG0541'(120.000 FT) E FROM THE CENTER OF STATE HWY 43, 14.935 METERS (48.999
 NG0541'FT) N FROM THE CENER OF WILLOW ROAD, 22.250 METERS (72.999 FT) W FROM
 NG0541'THE CENTER OF A DRIVEWAY, 24.384 METERS (80.000 FT) S FROM THE SE
 NG0541'CORNER OF A HOUSE, 14.021 METERS (46.001 FT) S OF THE CENTER OF A
 NG0541'DRIVEWAY.  RM NO 1, IS A STANDARD NGS DISK STAMPED---GLENVIEW NO 1
 NG0541'1956---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (35
 NG0541'CM) IN DIAMETER, PROJECTING, 6 INCHES (18 CM) ABOVE THE GROUND.  THE
 NG0541'STATION IS LOCATED 5.182 METERS (17.001 FT) W FROM THE CENTER OF A
 NG0541'DRIVEWAY, 4.267 METERS (13.999 FT) N FROM A FIRE HYDRANT, AND 0.914
 NG0541'METERS (2.999 FT) NE FROM A 6 INCH TREE, AND LEVEL WITH THE STATION.
 NG0541'RM NO 3, IS A STANDARD NGS DISK STAMPED---GLENVIEW 1956 NO 3 1983---,
 NG0541'CEMENTED IN A DRILL HOLE IN THE N CURB OF THE W BOUND LANES OF WILLOW
 NG0541'ROAD.  THE STATION IS LOCATED 10.363 METERS (33.999 FT) N FROM THE
 NG0541'CENTER OF WILLOW ROAD, 36.576 METERS (120.000 FT) E FROM THE CENTER OF
 NG0541'STATE HWY 43 AND 28.956 METERS (95.000 FT) S FROM THE SE CORNER OF A
 NG0541'HOUSE, AND LEVEL WITH THE STATION.  AZ MK NO 1, IS A STANDARD NGS DISK
 NG0541'STAMPED---GLENVIEW 1956---, SET INTO THE TOP OF A SQUARE CONCRETE
 NG0541'MONUMENT, 12 INCHES (35 CM) IN DIAMETER, FLUSH WITH GROUND.  THE
 NG0541'STATION IS LOCATED 14.630 METERS (47.999 FT) S FROM THE CENTER OF
 NG0541'WILLOW ROAD AND 0.305 METERS (1.001 FT) N FROM A WITNESS POST.  TO
 NG0541'REACH THE AZ MK FROM THE STATION GO E ON WILLOW ROAD FOR 0.25 MILE
 NG0541'(0.40 KM) TO MARK ON RIGHT AS DESCRIBED.
 NG0541
 NG0541                          STATION RECOVERY (1988)
 NG0541
 NG0541'RECOVERY NOTE BY US POWER SQUADRON 1988 (MSB)
 NG0541'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0532 ***********************************************************************
 NG0532  DESIGNATION -  GLENVIEW MUNICIPAL TANK
 NG0532  PID         -  NG0532
 NG0532  STATE/COUNTY-  IL/COOK
 NG0532  USGS QUAD   -  PARK RIDGE (1995)
 NG0532
 NG0532                         *CURRENT SURVEY CONTROL
 NG0532  ___________________________________________________________________
 NG0532* NAD 83(1997)-  42 03 57.63907(N)    087 48 02.26503(W)     ADJUSTED  
 NG0532* NAVD 88     -                                                        
 NG0532  ___________________________________________________________________
 NG0532  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 NG0532  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NG0532
 NG0532  HORZ ORDER  -  THIRD
 NG0532
 NG0532.The horizontal coordinates were established by classical geodetic methods
 NG0532.and adjusted by the National Geodetic Survey in October 1999..
 NG0532
 NG0532
 NG0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0532
 NG0532.The geoid height was determined by GEOID03.
 NG0532
 NG0532;                    North         East     Units Scale Factor Converg.
 NG0532;SPC IL E     -   599,571.829   344,088.266   MT  0.99999891   +0 21 24.9
 NG0532;SPC IL E     - 1,967,095.24  1,128,896.25   sFT  0.99999891   +0 21 24.9
 NG0532;UTM  16      - 4,657,415.451   433,762.144   MT  0.99965399   -0 32 11.1
 NG0532
 NG0532                          SUPERSEDED SURVEY CONTROL
 NG0532
 NG0532  NAD 83(1997)-  42 03 57.63918(N)    087 48 02.26569(W) AD(       ) 4
 NG0532  NAD 83(1997)-  42 03 57.64076(N)    087 48 02.28039(W) AD(       ) 4
 NG0532  NAD 83(1986)-  42 03 57.64231(N)    087 48 02.28012(W) AD(       ) 4
 NG0532  NAD 27      -  42 03 57.53420(N)    087 48 02.04964(W) AD(       ) 3
 NG0532
 NG0532.Superseded values are not recommended for survey control.
 NG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0532.See file dsdata.txt to determine how the superseded data were derived.
 NG0532
 NG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3376257415(NAD 83)
 NG0532_MARKER: 53 = ELEVATED TANK
 NG0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0532+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 NG0532
 NG0532  HISTORY     - Date     Condition        Report By
 NG0532  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0532  HISTORY     - 20021216 GOOD             USPSQD
 NG0532
 NG0532                          STATION DESCRIPTION
 NG0532
 NG0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0532'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 NG0532'TANK LOCATED ON
 NG0532'THE WEST SIDE OF WAUKEGAN ROAD (STATE HIGHWAY 42A) ABOUT 0.15 MILE
 NG0532'SOUTH OF GLENVIEW ROAD.  IT IS A
 NG0532'STEEL TANK SUPPORTED BY A TEN-LEGGED STEEL STRUCTURE
 NG0532'AND IS PAINTED SILVER.  THE HEIGHT IS ABOUT 145
 NG0532'FEET.
 NG0532
 NG0532                          STATION RECOVERY (2002)
 NG0532
 NG0532'RECOVERY NOTE BY US POWER SQUADRON 2002 (EFU)
 NG0532'STATION IS LOCATED 0.5 MILES SOUTH OF GLENVIEW ROAD ON THE WEST SIDE
 NG0532'OF WAUKEGAN ROAD.(DATA SHEET SAYS .15 MILES BUT THAT IS INCONSISTANT
 NG0532'WITH L,LO COORDINATES) GPS CORDINATES READ ARE L=42 DEG.'S 03.955',
 NG0532'LO=87 DEG.'S 48.012'. COORD'S WERE READ AT THE EDGE OF A FENCE
 NG0532'SURROUNDING THE SITE AND ARE CONSISTANT WITH NGS DATA SHEET VALUES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0524 ***********************************************************************
 NG0524  DESIGNATION -  GLENVIEW NORTHFIELD TWP TANK
 NG0524  PID         -  NG0524
 NG0524  STATE/COUNTY-  IL/COOK
 NG0524  USGS QUAD   -  PARK RIDGE (1995)
 NG0524
 NG0524                         *CURRENT SURVEY CONTROL
 NG0524  ___________________________________________________________________
 NG0524* NAD 83(1997)-  42 04 11.21352(N)    087 50 29.26524(W)     ADJUSTED  
 NG0524* NAVD 88     -                                                        
 NG0524  ___________________________________________________________________
 NG0524  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 NG0524  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NG0524
 NG0524  HORZ ORDER  -  THIRD
 NG0524
 NG0524.The horizontal coordinates were established by classical geodetic methods
 NG0524.and adjusted by the National Geodetic Survey in October 1999..
 NG0524
 NG0524
 NG0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0524
 NG0524.The geoid height was determined by GEOID03.
 NG0524
 NG0524;                    North         East     Units Scale Factor Converg.
 NG0524;SPC IL E     -   599,970.402   340,706.348   MT  0.99999538   +0 19 46.5
 NG0524;SPC IL E     - 1,968,402.89  1,117,800.74   sFT  0.99999538   +0 19 46.5
 NG0524;UTM  16      - 4,657,866.551   430,388.001   MT  0.99965963   -0 33 49.8
 NG0524
 NG0524                          SUPERSEDED SURVEY CONTROL
 NG0524
 NG0524  NAD 83(1997)-  42 04 11.21359(N)    087 50 29.26587(W) AD(       ) 4
 NG0524  NAD 83(1997)-  42 04 11.21473(N)    087 50 29.28088(W) AD(       ) 4
 NG0524  NAD 83(1986)-  42 04 11.21635(N)    087 50 29.28034(W) AD(       ) 4
 NG0524  NAD 27      -  42 04 11.10956(N)    087 50 29.04672(W) AD(       ) 3
 NG0524
 NG0524.Superseded values are not recommended for survey control.
 NG0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0524.See file dsdata.txt to determine how the superseded data were derived.
 NG0524
 NG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3038857867(NAD 83)
 NG0524_MARKER: 53 = ELEVATED TANK
 NG0524
 NG0524  HISTORY     - Date     Condition        Report By
 NG0524  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0524  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 NG0524
 NG0524                          STATION DESCRIPTION
 NG0524
 NG0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0524'THE STATION IS THE CENTER OF THE TOP OF THE NORTHFIELD
 NG0524'TOWNSHIP WATER
 NG0524'TANK LOCATED ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF ELMDALE
 NG0524'ROAD AND LINNENMAN STREET IN THE
 NG0524'GLENVIEW COUNTRYSIDE SUB-DIVISION AT THE WEST EDGE
 NG0524'OF GLENVIEW.  IT IS A STEEL TANK SUPPORTED BY A
 NG0524'FOUR-LEGGED STEEL STRUCTURE AND IS
 NG0524'PAINTED SILVER WITH AN ORANGE STRIPE PAINTED AROUND THE SIDE.  THE
 NG0524'HEIGHT IS ABOUT 135 FEET.
 NG0524'
 NG0524'THIS TANK IS OWNED AND MAINTAINED BY THE ILLINOIS MUNICIPAL WATER
 NG0524'COMPANY, LISLE, ILLINOIS.
 NG0524
 NG0524                          STATION RECOVERY (2002)
 NG0524
 NG0524'RECOVERY NOTE BY US POWER SQUADRON 2002 (VMR)
 NG0524'NOT FOUND, NO VISIBLE TANK AT THIS LOCATION, TANK DESTROYED.
 NG0524'COORDINATES BY GPS MATCH THOSE SPECIFIED ON THE NGS DATA SHEET.
 NG0524'COORDINATES BY GPS. L 42 DEGREES 04.2'N, LO 087 DEGREES 50.3'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0523 ***********************************************************************
 NG0523  DESIGNATION -  GLENVIEW SIGNODE STEEL CO TANK
 NG0523  PID         -  NG0523
 NG0523  STATE/COUNTY-  IL/COOK
 NG0523  USGS QUAD   -  PARK RIDGE (1995)
 NG0523
 NG0523                         *CURRENT SURVEY CONTROL
 NG0523  ___________________________________________________________________
 NG0523* NAD 83(1997)-  42 05 29.72012(N)    087 50 53.36872(W)     ADJUSTED  
 NG0523* NAVD 88     -                                                        
 NG0523  ___________________________________________________________________
 NG0523  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 NG0523  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0523
 NG0523  HORZ ORDER  -  THIRD
 NG0523
 NG0523.The horizontal coordinates were established by classical geodetic methods
 NG0523.and adjusted by the National Geodetic Survey in October 1999..
 NG0523
 NG0523
 NG0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0523
 NG0523.The geoid height was determined by GEOID03.
 NG0523
 NG0523;                    North         East     Units Scale Factor Converg.
 NG0523;SPC IL E     -   602,389.437   340,138.500   MT  0.99999482   +0 19 30.8
 NG0523;SPC IL E     - 1,976,339.34  1,115,937.73   sFT  0.99999482   +0 19 30.8
 NG0523;UTM  16      - 4,660,293.335   429,858.126   MT  0.99966054   -0 34 06.8
 NG0523
 NG0523                          SUPERSEDED SURVEY CONTROL
 NG0523
 NG0523  NAD 83(1997)-  42 05 29.72017(N)    087 50 53.36938(W) AD(       ) 4
 NG0523  NAD 83(1997)-  42 05 29.72117(N)    087 50 53.38489(W) AD(       ) 4
 NG0523  NAD 83(1986)-  42 05 29.72277(N)    087 50 53.38439(W) AD(       ) 4
 NG0523  NAD 27      -  42 05 29.61868(N)    087 50 53.14810(W) AD(       ) 3
 NG0523
 NG0523.Superseded values are not recommended for survey control.
 NG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0523.See file dsdata.txt to determine how the superseded data were derived.
 NG0523
 NG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2985860293(NAD 83)
 NG0523_MARKER: 53 = ELEVATED TANK
 NG0523
 NG0523  HISTORY     - Date     Condition        Report By
 NG0523  HISTORY     - 1956     FIRST OBSERVED   CGS
 NG0523  HISTORY     - 1973     GOOD             NGS
 NG0523  HISTORY     - 1990     GOOD             USPSQD
 NG0523  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NG0523  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 NG0523  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 NG0523
 NG0523                          STATION DESCRIPTION
 NG0523
 NG0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0523'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 NG0523'THE SIGNODE STEEL
 NG0523'STRAPPING COMPANY.  IT IS LOCATED ON THE EAST SIDE OF PHINGSTON ROAD,
 NG0523'0.3 MILE NORTH OF THE INTERSECTION
 NG0523'OF LAKE AVENUE, ABOUT 2 MILES NORTHWEST OF GLENVIEW,
 NG0523'AND ABOUT 1/2 MILE WEST OF THE GLENVIEW NAVAL AIR
 NG0523'STATION.  IT IS A STEEL TANK SUPPORTED
 NG0523'BY A SIX-LEGGED STEEL STRUCTURE AND IS PAINTED IN LARGE CHECKS OF
 NG0523'ORANGE AND WHITE.  THE HEIGHT OF THE
 NG0523'STATION IS ABOUT 130 FEET.
 NG0523
 NG0523                          STATION RECOVERY (1973)
 NG0523
 NG0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (BGH)
 NG0523'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NG0523'
 NG0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 NG0523'NORTHWEST OF GLENVIEW, ILL.
 NG0523
 NG0523                          STATION RECOVERY (1990)
 NG0523
 NG0523'RECOVERY NOTE BY US POWER SQUADRON 1990 (REH)
 NG0523'RECOVERED IN GOOD CONDITION.
 NG0523
 NG0523                          STATION RECOVERY (2001)
 NG0523
 NG0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0523'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NG0523
 NG0523                          STATION RECOVERY (2002)
 NG0523
 NG0523'RECOVERY NOTE BY US POWER SQUADRON 2002 (VMR)
 NG0523'NOT FOUND, NO VISIBLE TANK AT THIS LOCATION, TANK DESTROYED.
 NG0523'COORDINATES BY GPS MATCH THOSE SPECIFIED ON THE NGS DATA SHEET.
 NG0523'COORDINATES BY GPS. L 42 DEGREES 05.4'N, LO 087 DEGREES 50.9'W.
 NG0523
 NG0523                          STATION RECOVERY (2002)
 NG0523
 NG0523'RECOVERY NOTE BY US POWER SQUADRON 2002 (VMR)
 NG0523'NOT FOUND, NO VISIBLE TANK AT THIS LOCATION, TANK DESTROYED.
 NG0523'COORDINATES BY GPS MATCH THOSE SPECIFIED ON THE NGS DATA SHEET.
 NG0523'COORDINATES BY GPS. L 42 DEGREES 05.4'N, LO 087 DEGREES 50.9'W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1054 ***********************************************************************
 KB1054  DESIGNATION -  GLENWOOD
 KB1054  PID         -  KB1054
 KB1054  STATE/COUNTY-  IL/SANGAMON
 KB1054  USGS QUAD   -  CHATHAM (1976)
 KB1054
 KB1054                         *CURRENT SURVEY CONTROL
 KB1054  ___________________________________________________________________
 KB1054* NAD 83(1997)-  39 40 24.83859(N)    089 39 32.51309(W)     ADJUSTED  
 KB1054* NAVD 88     -       180.390  (meters)     591.83   (feet)  ADJUSTED  
 KB1054  ___________________________________________________________________
 KB1054  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 KB1054  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1054  DYNAMIC HT  -         180.290 (meters)     591.50  (feet)  COMP
 KB1054  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 KB1054
 KB1054  HORZ ORDER  -  SECOND
 KB1054  VERT ORDER  -  SECOND    CLASS 0
 KB1054
 KB1054.The horizontal coordinates were established by classical geodetic methods
 KB1054.and adjusted by the National Geodetic Survey in October 1999..
 KB1054
 KB1054.The orthometric height was determined by differential leveling
 KB1054.and adjusted by the National Geodetic Survey in June 1991..
 KB1054
 KB1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1054
 KB1054.The geoid height was determined by GEOID03.
 KB1054
 KB1054.The dynamic height is computed by dividing the NAVD 88
 KB1054.geopotential number by the normal gravity value computed on the
 KB1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1054.degrees latitude (g = 980.6199 gals.).
 KB1054
 KB1054.The modeled gravity was interpolated from observed gravity values.
 KB1054
 KB1054;                    North         East     Units Scale Factor Converg.
 KB1054;SPC IL W     -   333,868.678   743,552.188   MT  0.99996452   +0 19 26.7
 KB1054;SPC IL W     - 1,095,367.49  2,439,470.80   sFT  0.99996452   +0 19 26.7
 KB1054;UTM  16      - 4,394,907.204   271,933.472   MT  1.00024042   -1 41 53.8
 KB1054
 KB1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1054!SPC IL W     -   0.99997677  x   0.99996452  =   0.99994129
 KB1054!UTM  16      -   0.99997677  x   1.00024042  =   1.00021718
 KB1054
 KB1054:                Primary Azimuth Mark                     Grid Az
 KB1054:SPC IL W     -  SPRINGFIELD STATE CAPITOL DOME           001 07 44.8
 KB1054:UTM  16      -  SPRINGFIELD STATE CAPITOL DOME           003 09 05.3
 KB1054
 KB1054|---------------------------------------------------------------------|
 KB1054| PID    Reference Object                     Distance      Geod. Az  |
 KB1054|                                                           dddmmss.s |
 KB1054| KB1488 SPRINGFIELD STATE CAPITOL DOME      APPROX.13.9 KM 0012711.5 |
 KB1054| KB1055 GLENWOOD RM 1                        25.023 METERS 02808     |
 KB1054| KB1512 SPRINGFIELD ILL ST POL MAST         APPROX. 2.3 KM 0395045.4 |
 KB1054| KB1053 GLENWOOD AZ MK                                     0930019.9 |
 KB1054| KB1511 GLENARM PANHAN E PL MICROWAVE       APPROX. 5.2 KM 1521220.3 |
 KB1054| KB1056 GLENWOOD RM 2                        27.520 METERS 23814     |
 KB1054| KB1509 CHATHAM MUNICIPAL TANK              APPROX. 4.0 KM 2722155.9 |
 KB1054|---------------------------------------------------------------------|
 KB1054
 KB1054                          SUPERSEDED SURVEY CONTROL
 KB1054
 KB1054  NAD 83(1986)-  39 40 24.84778(N)    089 39 32.50213(W) AD(       ) 2
 KB1054  NAD 27      -  39 40 24.66350(N)    089 39 32.15600(W) AD(       ) 2
 KB1054  NGVD 29 (??/??/92)  180.504  (m)          592.20   (f) ADJ UNCH    2 0
 KB1054
 KB1054.Superseded values are not recommended for survey control.
 KB1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1054.See file dsdata.txt to determine how the superseded data were derived.
 KB1054
 KB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7193394907(NAD 83)
 KB1054_MARKER: DE = TRAVERSE STATION DISK
 KB1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1054_STAMPING: GLENWOOD 1960
 KB1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1054+STABILITY: SURFACE MOTION
 KB1054
 KB1054  HISTORY     - Date     Condition        Report By
 KB1054  HISTORY     - 1960     MONUMENTED       CGS
 KB1054  HISTORY     - 1960     GOOD             CGS
 KB1054  HISTORY     - 1968     GOOD             ILDT
 KB1054  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB1054  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB1054
 KB1054                          STATION DESCRIPTION
 KB1054
 KB1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1054'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF SPRINGFIELD, 2-1/2
 KB1054'MILES EAST OF CHATHAM, 1/2 MILE WEST OF U.S.  HIGHWAY 66 AND
 KB1054'ABOUT 220 FEET SOUTHEAST OF THE GLENWOOD HIGH SCHOOL.
 KB1054'
 KB1054'TO REACH THE STATION FROM THE SOUTH END OF THE LAKE SPRINGFIELD
 KB1054'BRIDGE ON U.S. HIGHWAY 66 ABOUT 6-1/2 MILES SOUTH OF SPRINGFIELD,
 KB1054'GO SOUTH ON U.S. HIGHWAY 66 FOR 1.55 MILES TO SIDE ROAD RIGHT CHATHAM
 KB1054'ROAD, TURN RIGHT AND GO WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON
 KB1054'THE LEFT, CONTINUE WEST FOR 0.25 MILE TO THE GLENWOOD HIGH SCHOOL AND
 KB1054'THE STATION ON THE RIGHT.
 KB1054'
 KB1054'STATION MARK, A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A 12
 KB1054'INCH SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE OF THE
 KB1054'GROUND AND STAMPED GLENWOOD 1960. THE MARK IS 121.0 FEET EAST OF THE
 KB1054'DRIVEWAY TO SCHOOL, 72.0 FEET NORTH OF CENTER OF SURFACED ROAD,
 KB1054'59.7 FEET NORTHWEST OF A WITNESS POST, 55.5 FEET NORTHWEST OF POWER
 KB1054'LINE POLE WITH A TRIANGLE BLAZE AND 41.0 FEET WEST OF FENCE.
 KB1054'
 KB1054'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 KB1054'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 KB1054'STAMPED GLENWOOD NO 1 1960. THE MARK IS 117.0 FEET NORTH OF A WITNESS
 KB1054'POST, 111.0 FEET NORTH OF POWER LINE POLE WITH A TRIANGLE BLAZE,
 KB1054'10.3 FEET NORTHEAST OF POWER LINE POLE AND 1.5 FEET WEST OF FENCE.
 KB1054'
 KB1054'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 KB1054'SQUARE CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND
 KB1054'AND IS STAMPED GLENWOOD NO 2 1960. THE MARK IS 116.5 FEET WEST OF
 KB1054'POWER LINE POLE WITH A TRIANGLE BLAZE, 116.0 FEET WEST OF A
 KB1054'WITNESS POST, 41.0 FEET EAST OF DRIVEWAY TO SCHOOL AND 26.4 FEET
 KB1054'NORTH OF CENTER OF ROAD.
 KB1054'
 KB1054'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 KB1054'CONCRETE POST SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 KB1054'STAMPED GLENWOOD 1960. THE MARK IS 32.5 FEET SOUTH OF CENTER OF
 KB1054'SURFACE ROAD, 3.0 FEET NORTH OF FENCE, 2.8 FEET NORTHWEST OF
 KB1054'WITNESS POST AND 2.0 FEET NORTHWEST OF TELEPHONE POLE.
 KB1054
 KB1054                          STATION RECOVERY (1960)
 KB1054
 KB1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB1054'6.6 MI SW FROM SPRINGFIELD.
 KB1054'6.0 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND
 KB1054'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.6
 KB1054'MILES WEST ALONG AN ASPHALT ROAD, AT THE SOUTH EAST CORNER OF THE
 KB1054'GLENWOOD SCHOOL GROUNDS, 72 FEET NORTH OF THE CENTER LINE OF THE
 KB1054'ROAD, 41 FEET WEST OF A FENCE, 61 FEET NORTHWEST OF A FENCE
 KB1054'CORNER, 55 FEET NORTHWEST OF A POWER POLE, 121 FEET EAST OF THE
 KB1054'CENTER LINE OF THE EASTERNMOST OF TWO DRIVES TO THE SCHOOL, 59.8
 KB1054'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB1054'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KB1054'GROUND.
 KB1054
 KB1054                          STATION RECOVERY (1968)
 KB1054
 KB1054'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1968 (DRR)
 KB1054'GLENWOOD 1960 CONDITION GOOD.
 KB1054'
 KB1054'GLENWOOD NO 1 1960 CONDITION GOOD.
 KB1054'
 KB1054'GLENWOOD NO 2 1960 CONDITION GOOD.
 KB1054'
 KB1054'GLENWOOD 1960 CONDITION GOOD.
 KB1054'
 KB1054'DESCRIPTION IS COMPLETE AND ADEQUATE AS GIVEN EXCEPT FOR THE
 KB1054'FOLLOWING CHANGES -
 KB1054'
 KB1054'1. POWER LINE POLE 10.3 FEET S.W. OF R.M.NO 1
 KB1054'HAS BEEN REMOVED.
 KB1054'
 KB1054'2. STATION IS NOW COVERED BY 2 INCHES OF NO. 2 CRUSHED LIMESTONE.
 KB1054'
 KB1054'3. AZIMUTH MARK IS NOW 1.6 NORTH OF TELEPHONE POLE. ORIGINAL POLE WAS
 KB1054'REPLACED.
 KB1054
 KB1054                          STATION RECOVERY (1976)
 KB1054
 KB1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1054'THE STATION WAS VISITED AND THE AZIMUTH MARK AND REFERENCE MARK 2
 KB1054'WERE RECOVERED.  THE AREA WHERE THE STATION AND REFERENCE MARK 1
 KB1054'WERE IS NOW THE SCHOOL PARKING LOT AND IS COVERED WITH GRAVEL.  THE
 KB1054'MARKS ARE PROBABLY STILL THERE BUT COVERED WITH GRAVEL.  THE LOT
 KB1054'WAS FILLED WITH CARS AT THE TIME IT WAS VISITED SO THE MARKS
 KB1054'COULD NOT BE SEARCHED FOR.
 KB1054'
 KB1054'TO REACH FROM THE CHATHAM EXIT OF INTERSTATE HIGHWAY 55, GO WEST
 KB1054'AND SOUTH ON CHATHAM ROAD FOR 1.1 MILE TO A SIDE ROAD RIGHT.  TURN
 KB1054'RIGHT AND GO WEST FOR 0.35 MILE TO AZIMUTH MARK ON THE LEFT.
 KB1054'CONTINUE WEST FOR 0.25 MILE TO STATION ON RIGHT.
 KB1054'
 KB1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 KB1054'EAST OF CHATHAM.
 KB1054
 KB1054                          STATION RECOVERY (1976)
 KB1054
 KB1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1053 ***********************************************************************
 KB1053  DESIGNATION -  GLENWOOD AZ MK
 KB1053  PID         -  KB1053
 KB1053  STATE/COUNTY-  IL/SANGAMON
 KB1053  USGS QUAD   -  CHATHAM (1976)
 KB1053
 KB1053                         *CURRENT SURVEY CONTROL
 KB1053  ___________________________________________________________________
 KB1053* NAD 83(1986)-  39 40 24.     (N)    089 39 11.     (W)     SCALED    
 KB1053* NAVD 88     -       181.014  (meters)     593.88   (feet)  ADJUSTED  
 KB1053  ___________________________________________________________________
 KB1053  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1053  DYNAMIC HT  -         180.913 (meters)     593.55  (feet)  COMP
 KB1053  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 KB1053
 KB1053  VERT ORDER  -  SECOND    CLASS 0
 KB1053
 KB1053.The horizontal coordinates were scaled from a topographic map and have
 KB1053.an estimated accuracy of +/- 6 seconds.
 KB1053
 KB1053.The orthometric height was determined by differential leveling
 KB1053.and adjusted by the National Geodetic Survey in June 1991..
 KB1053
 KB1053.The geoid height was determined by GEOID03.
 KB1053
 KB1053.The dynamic height is computed by dividing the NAVD 88
 KB1053.geopotential number by the normal gravity value computed on the
 KB1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1053.degrees latitude (g = 980.6199 gals.).
 KB1053
 KB1053.The modeled gravity was interpolated from observed gravity values.
 KB1053
 KB1053;                    North         East    Units  Estimated Accuracy
 KB1053;SPC IL W     -   333,850.      744,070.      MT  (+/- 180 meters Scaled)
 KB1053
 KB1053                          SUPERSEDED SURVEY CONTROL
 KB1053
 KB1053  NGVD 29 (??/??/92)  181.128  (m)          594.25   (f) ADJ UNCH    2 0
 KB1053
 KB1053.Superseded values are not recommended for survey control.
 KB1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1053.See file dsdata.txt to determine how the superseded data were derived.
 KB1053
 KB1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ724948(NAD 83)
 KB1053_MARKER: DZ = AZIMUTH MARK DISK
 KB1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1053_STAMPING: GLENWOOD 1960
 KB1053_MARK LOGO: CGS   
 KB1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1053+STABILITY: SURFACE MOTION
 KB1053
 KB1053  HISTORY     - Date     Condition        Report By
 KB1053  HISTORY     - 1960     MONUMENTED       CGS
 KB1053  HISTORY     - 1976     GOOD             NGS
 KB1053
 KB1053                          STATION DESCRIPTION
 KB1053
 KB1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1053'6.4 MI SW FROM SPRINGFIELD.
 KB1053'6.0 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND
 KB1053'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.35
 KB1053'MILES WEST ALONG AN ASPHALT ROAD, ABOUT 0.05 MILES WEST OF THE
 KB1053'JUNCTION OF A NORTH SOUTH OILED CROSS ROAD, ABOUT 0.05 MILES
 KB1053'EAST OF A FARM HOUSE ON THE SOUTH SIDE OF THE ROAD, 33 FEET SOUTH
 KB1053'OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF A FENCE, 2 FEET
 KB1053'NORTH WEST OF THE SECOND POWER POLE WEST OF THE JUNCTION WHICH IS
 KB1053'ALSO THE SECOND POWER POLE EAST OF THE HOUSE, 63 FEET EAST OF A
 KB1053'CONCRETE R.O.W. MARKER, 2.8 FEET NORTHWEST OF A METAL WITNESS
 KB1053'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KB1053'POST PROJECTING 2 INCHES.
 KB1053
 KB1053                          STATION RECOVERY (1976)
 KB1053
 KB1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1055 ***********************************************************************
 KB1055  DESIGNATION -  GLENWOOD RM 1
 KB1055  PID         -  KB1055
 KB1055  STATE/COUNTY-  IL/SANGAMON
 KB1055  USGS QUAD   -  CHATHAM (1976)
 KB1055
 KB1055                         *CURRENT SURVEY CONTROL
 KB1055  ___________________________________________________________________
 KB1055* NAD 83(1986)-  39 40 24.     (N)    089 39 32.     (W)     SCALED    
 KB1055* NAVD 88     -       180.192  (meters)     591.18   (feet)  ADJUSTED  
 KB1055  ___________________________________________________________________
 KB1055  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1055  DYNAMIC HT  -         180.091 (meters)     590.85  (feet)  COMP
 KB1055  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 KB1055
 KB1055  VERT ORDER  -  SECOND    CLASS 0
 KB1055
 KB1055.The horizontal coordinates were scaled from a topographic map and have
 KB1055.an estimated accuracy of +/- 6 seconds.
 KB1055
 KB1055.The orthometric height was determined by differential leveling
 KB1055.and adjusted by the National Geodetic Survey in June 1991..
 KB1055
 KB1055.The geoid height was determined by GEOID03.
 KB1055
 KB1055.The dynamic height is computed by dividing the NAVD 88
 KB1055.geopotential number by the normal gravity value computed on the
 KB1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1055.degrees latitude (g = 980.6199 gals.).
 KB1055
 KB1055.The modeled gravity was interpolated from observed gravity values.
 KB1055
 KB1055;                    North         East    Units  Estimated Accuracy
 KB1055;SPC IL W     -   333,840.      743,570.      MT  (+/- 180 meters Scaled)
 KB1055
 KB1055                          SUPERSEDED SURVEY CONTROL
 KB1055
 KB1055  NGVD 29 (??/??/92)  180.306  (m)          591.55   (f) ADJ UNCH    2 0
 KB1055
 KB1055.Superseded values are not recommended for survey control.
 KB1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1055.See file dsdata.txt to determine how the superseded data were derived.
 KB1055
 KB1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ719948(NAD 83)
 KB1055_MARKER: DR = REFERENCE MARK DISK
 KB1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1055_STAMPING: GLENWOOD NO 1 1960
 KB1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1055+STABILITY: SURFACE MOTION
 KB1055
 KB1055  HISTORY     - Date     Condition        Report By
 KB1055  HISTORY     - 1960     MONUMENTED       CGS
 KB1055  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB1055
 KB1055                          STATION DESCRIPTION
 KB1055
 KB1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1055'6.6 MI SW FROM SPRINGFIELD.
 KB1055'6.0 MILE SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND
 KB1055'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.6
 KB1055'MILES WEST ALONG AN ASPHALT ROAD, AT THE SOUTHEAST CORNER OF THE
 KB1055'GLENWOOD SCHOOL GROUNDS, 144 FEET NORTH OF THE CENTER LINE OF THE
 KB1055'ROAD, 1.5 FEET WEST OF A FENCE, 118 FEET NORTH OF A FENCE CORNER,
 KB1055'10 FEET EAST OF A WIRE BRACED POWER POLE, 157 FEET EAST OF THE
 KB1055'CENTER LINE OF THE EASTERNMOST DRIVE OF THE TWO DRIVES TO THE
 KB1055'SCHOOL, 82.2 FEET NORTHEAST OF GLENWOOD TRAVERSE STATION, 117.3
 KB1055'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 KB1055'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB1055
 KB1055                          STATION RECOVERY (1976)
 KB1055
 KB1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1056 ***********************************************************************
 KB1056  DESIGNATION -  GLENWOOD RM 2
 KB1056  PID         -  KB1056
 KB1056  STATE/COUNTY-  IL/SANGAMON
 KB1056  USGS QUAD   -  CHATHAM (1976)
 KB1056
 KB1056                         *CURRENT SURVEY CONTROL
 KB1056  ___________________________________________________________________
 KB1056* NAD 83(1986)-  39 40 24.     (N)    089 39 32.     (W)     SCALED    
 KB1056* NAVD 88     -       180.516  (meters)     592.24   (feet)  ADJUSTED  
 KB1056  ___________________________________________________________________
 KB1056  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1056  DYNAMIC HT  -         180.416 (meters)     591.91  (feet)  COMP
 KB1056  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 KB1056
 KB1056  VERT ORDER  -  SECOND    CLASS 0
 KB1056
 KB1056.The horizontal coordinates were scaled from a topographic map and have
 KB1056.an estimated accuracy of +/- 6 seconds.
 KB1056
 KB1056.The orthometric height was determined by differential leveling
 KB1056.and adjusted by the National Geodetic Survey in June 1991..
 KB1056
 KB1056.The geoid height was determined by GEOID03.
 KB1056
 KB1056.The dynamic height is computed by dividing the NAVD 88
 KB1056.geopotential number by the normal gravity value computed on the
 KB1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1056.degrees latitude (g = 980.6199 gals.).
 KB1056
 KB1056.The modeled gravity was interpolated from observed gravity values.
 KB1056
 KB1056;                    North         East    Units  Estimated Accuracy
 KB1056;SPC IL W     -   333,840.      743,570.      MT  (+/- 180 meters Scaled)
 KB1056
 KB1056                          SUPERSEDED SURVEY CONTROL
 KB1056
 KB1056  NGVD 29 (??/??/92)  180.631  (m)          592.62   (f) ADJ UNCH    2 0
 KB1056
 KB1056.Superseded values are not recommended for survey control.
 KB1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1056.See file dsdata.txt to determine how the superseded data were derived.
 KB1056
 KB1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ719948(NAD 83)
 KB1056_MARKER: DR = REFERENCE MARK DISK
 KB1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1056_STAMPING: GLENWOOD NO 2 1960
 KB1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1056+STABILITY: SURFACE MOTION
 KB1056
 KB1056  HISTORY     - Date     Condition        Report By
 KB1056  HISTORY     - 1960     MONUMENTED       CGS
 KB1056  HISTORY     - 1976     GOOD             NGS
 KB1056
 KB1056                          STATION DESCRIPTION
 KB1056
 KB1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1056'6.6 MI SW FROM SPRINGFIELD.
 KB1056'6.0 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND
 KB1056'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.6
 KB1056'MILES WEST ALONG AN ASPHALT ROAD, AT THE SOUTH EAST CORNER OF THE
 KB1056'GLENWOOD SCHOOL GROUNDS, 27 FEET NORTH OF THE CENTER LINE OF THE
 KB1056'ROAD, 40 FEET EAST OF THE CENTER LINE OF THE EASTERNMOST DRIVE OF
 KB1056'TWO DRIVES TO THE SCHOOL, 119 FEET WEST OF A FENCE CORNER, 117
 KB1056'FEET WEST OF A POWER POLE, 90.3 FEET SOUTHWEST OF GLENWOOD
 KB1056'TRAVERSE STATION, 116.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 KB1056'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KB1056'WITH THE GROUND.
 KB1056
 KB1056                          STATION RECOVERY (1976)
 KB1056
 KB1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1056'MARK IS 41 FT. EAST OF THE EAST DRIVEWAY IN FRONT OF THE SCHOOL 26
 KB1056'FT. N OF THE CENTER OF THE ROAD AND NEAR THE SOUTH WEST CORNER OF THE
 KB1056'PARKING LOT. 1.1 MILE WEST AND SOUTH ON CHATHAM ROAD FROM ITS EXIT
 KB1056'FROM INTERSTATE 55 THEN WEST ON SURFACED ROAD FOR 0.6 MILES TO MARK
 KB1056'ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2932 ***********************************************************************
 ME2932  DESIGNATION -  GLENWOOD SCHOOL FOR BOYS TANK
 ME2932  PID         -  ME2932
 ME2932  STATE/COUNTY-  IL/COOK
 ME2932  USGS QUAD   -  HARVEY (1993)
 ME2932
 ME2932                         *CURRENT SURVEY CONTROL
 ME2932  ___________________________________________________________________
 ME2932* NAD 83(1997)-  41 32 56.73090(N)    087 37 43.66457(W)     ADJUSTED  
 ME2932* NAVD 88     -                                                        
 ME2932  ___________________________________________________________________
 ME2932  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 ME2932  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME2932
 ME2932  HORZ ORDER  -  THIRD
 ME2932
 ME2932.The horizontal coordinates were established by classical geodetic methods
 ME2932.and adjusted by the National Geodetic Survey in October 1999..
 ME2932
 ME2932
 ME2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2932
 ME2932.The geoid height was determined by GEOID03.
 ME2932
 ME2932;                    North         East     Units Scale Factor Converg.
 ME2932;SPC IL E     -   542,261.700   358,780.457   MT  1.00001750   +0 28 02.3
 ME2932;SPC IL E     - 1,779,070.26  1,177,098.88   sFT  1.00001750   +0 28 02.3
 ME2932;UTM  16      - 4,599,905.254   447,558.492   MT  0.99963384   -0 25 01.4
 ME2932
 ME2932                          SUPERSEDED SURVEY CONTROL
 ME2932
 ME2932  NAD 83(1997)-  41 32 56.73091(N)    087 37 43.66462(W) AD(       ) 4
 ME2932  NAD 83(1997)-  41 32 56.73582(N)    087 37 43.67171(W) AD(       ) 4
 ME2932  NAD 83(1986)-  41 32 56.73584(N)    087 37 43.67166(W) AD(       ) 4
 ME2932  NAD 27      -  41 32 56.61172(N)    087 37 43.51332(W) AD(       ) 3
 ME2932
 ME2932.Superseded values are not recommended for survey control.
 ME2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2932.See file dsdata.txt to determine how the superseded data were derived.
 ME2932
 ME2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4755899905(NAD 83)
 ME2932_MARKER: 53 = ELEVATED TANK
 ME2932
 ME2932  HISTORY     - Date     Condition        Report By
 ME2932  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2932
 ME2932                          STATION DESCRIPTION
 ME2932
 ME2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2932'THE STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF A LARGE
 ME2932'4 LEGGED STEEL
 ME2932'WATER TANK, WHICH IS PAINTED SILVER AND IS ABOUT 140 FEET HIGH.  IT
 ME2932'IS LOCATED ABOUT 4 MILES NORTH OF
 ME2932'CHICAGO HEIGHTS AND 2 MILES SOUTHEAST OF HOMEWOOD ON
 ME2932'THE GROUNDS OF THE GLENWOOD SCHOOL FOR DEPENDENT
 ME2932'BOYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0119 ***********************************************************************
 LD0119  DESIGNATION -  GLISSON 2
 LD0119  PID         -  LD0119
 LD0119  STATE/COUNTY-  IL/KNOX
 LD0119  USGS QUAD   -  APPLETON (1982)
 LD0119
 LD0119                         *CURRENT SURVEY CONTROL
 LD0119  ___________________________________________________________________
 LD0119* NAD 83(1997)-  40 54 27.79319(N)    090 14 12.97042(W)     ADJUSTED  
 LD0119* NAVD 88     -       231.66   (meters)     760.0    (feet)  RESET     
 LD0119  ___________________________________________________________________
 LD0119  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 LD0119  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0119
 LD0119  HORZ ORDER  -  THIRD
 LD0119  VERT ORDER  -  THIRD
 LD0119
 LD0119.The horizontal coordinates were established by classical geodetic methods
 LD0119.and adjusted by the National Geodetic Survey in October 1999..
 LD0119.No horizontal observational check was made to the station.
 LD0119
 LD0119.The orthometric height was computed from unverified reset data.
 LD0119.No vertical observational check was made to the station.
 LD0119
 LD0119.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0119
 LD0119.The geoid height was determined by GEOID03.
 LD0119
 LD0119;                    North         East     Units Scale Factor Converg.
 LD0119;SPC IL W     -   470,780.571   694,079.968   MT  0.99994161   -0 02 45.7
 LD0119;SPC IL W     - 1,544,552.59  2,277,160.70   sFT  0.99994161   -0 02 45.7
 LD0119;UTM  15      - 4,532,189.269   732,714.700   MT  1.00026661   +1 48 36.7
 LD0119
 LD0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0119!SPC IL W     -   0.99996884  x   0.99994161  =   0.99991045
 LD0119!UTM  15      -   0.99996884  x   1.00026661  =   1.00023544
 LD0119
 LD0119:                Primary Azimuth Mark                     Grid Az
 LD0119:SPC IL W     -  GLISSON AZ MK                            082 58 54.8
 LD0119:UTM  15      -  GLISSON AZ MK                            081 07 32.4
 LD0119
 LD0119|---------------------------------------------------------------------|
 LD0119| PID    Reference Object                     Distance      Geod. Az  |
 LD0119|                                                           dddmmss.s |
 LD0119| LD0122 GLISSON AZ MK                                      0825609.1 |
 LD0119| LD0121 GLISSON 2 RM 1                       14.758 METERS 09040     |
 LD0119| LD0117 GLISSON 2 RM 2                       12.911 METERS 26630     |
 LD0119| LD0118 GLISSON                              48.632 METERS 29706     |
 LD0119|---------------------------------------------------------------------|
 LD0119
 LD0119                          SUPERSEDED SURVEY CONTROL
 LD0119
 LD0119  NAD 83(1997)-  40 54 27.79388(N)    090 14 12.97058(W) AD(       ) 3
 LD0119  NAD 83(1986)-  40 54 27.79838(N)    090 14 12.97987(W) AD(       ) 3
 LD0119  NAD 27      -  40 54 27.66160(N)    090 14 12.52630(W) AD(       ) 3
 LD0119  NGVD 29 (??/??/??)  231.72   (m)          760.2    (f) RESET       3  
 LD0119
 LD0119.Superseded values are not recommended for survey control.
 LD0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0119.See file dsdata.txt to determine how the superseded data were derived.
 LD0119
 LD0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3271532189(NAD 83)
 LD0119_MARKER: DS = TRIANGULATION STATION DISK
 LD0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0119_STAMPING: GLISSON 2 1961
 LD0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0119
 LD0119  HISTORY     - Date     Condition        Report By
 LD0119  HISTORY     - 1961     MONUMENTED       CGS
 LD0119  HISTORY     - 1973     GOOD             USGS
 LD0119  HISTORY     - 1975     GOOD             NGS
 LD0119  HISTORY     - 1975     GOOD             NGS
 LD0119  HISTORY     - 19971112 GOOD             USPSQD
 LD0119
 LD0119                          STATION DESCRIPTION
 LD0119
 LD0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LD0119'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF KNOXVILLE
 LD0119'AND IS ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 150.
 LD0119'
 LD0119'TO REACH THE STATION FROM THE POST OFFICE IN KNOXVILLE, GO
 LD0119'EASTERLY ON U.S. HIGHWAY 150 FOR 1.75 MILES TO THE JUNCTION
 LD0119'OF STATE HIGHWAY 97, KEEP LEFT AND CONTINUE EAST ON U.S. HIGHWAY
 LD0119'150 FOR 0.85 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LD0119'
 LD0119'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK SET
 LD0119'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LD0119'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GLISSON 2 1961.
 LD0119'THE MARK IS 204 FEET WEST OF CENTER OF DRIVEWAY, 99.5 FEET
 LD0119'WEST OF FENCE CORNER, 42.5 FEET EAST OF TELEPHONE POLE, 37.6
 LD0119'FEET SOUTH OF CENTER OF U.S. HIGHWAY 150, 2.2 FEET
 LD0119'EAST-NORTHEAST OF WITNESS POST AND 2 FEET NORTH OF FENCE.
 LD0119'
 LD0119'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 LD0119'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LD0119'THE SURFACE OF THE GROUND AND IS STAMPED GLISSON 2 NO 1 1961.
 LD0119'THE MARK IS 51.1 FEET EAST OF WITNESS POST, 50 FEET WEST OF
 LD0119'FENCE CORNER, 154 FEET WEST OF FENCE CORNER, 45.5 FEET WEST
 LD0119'OF TELEPHONE POLE, 38.6 FEET SOUTH OF CENTER OF U.S. HIGHWAY
 LD0119'150 AND 1 FOOT NORTH OF FENCE.
 LD0119'
 LD0119'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 LD0119'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LD0119'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED GLISSON 2
 LD0119'NO 2 1961.  THE MARK IS 39.6 FEET WEST OF WITNESS POST, 38.6
 LD0119'FEET SOUTH OF CENTER OF U.S. HIGHWAY 150, 2 FEET SOUTH OF
 LD0119'TELEPHONE POLE AND 1 FOOT NORTH OF FENCE.
 LD0119'
 LD0119'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF
 LD0119'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND
 LD0119'IS STAMPED GLISSON 1959.  THE MARK IS 39 FEET SOUTH OF CENTER
 LD0119'OF U.S. HIGHWAY 150, 1.4 FEET WEST-NORTHWEST OF WITNESS POST
 LD0119'AND 1 FOOT NORTH OF FENCE.
 LD0119'
 LD0119'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LD0119
 LD0119                          STATION RECOVERY (1973)
 LD0119
 LD0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0119'STATION, R.M. 1 AND AZ. MK. FOUND IN GOOD CONDITION.  R.M. 2
 LD0119'S.F.N.F.
 LD0119'
 LD0119'DIRECTIONS AND DISTANCES CHECKED OK
 LD0119'
 LD0119'DESCRIPTION IS ADEQUATE
 LD0119
 LD0119                          STATION RECOVERY (1975)
 LD0119
 LD0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LD0119'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LD0119'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO RM 2 WERE
 LD0119'CHECKED AND FOUND CORRECT.  THE DISTANCE TO RM 1 CHECKED, BUT A
 LD0119'DIFFERENCE IN DIRECTION WAS FOUND GREATER BY 4 MINUTES.  DUE TO
 LD0119'MAJOR ROAD CHANGED A NEW DESCRIPTION FOLLOWS.
 LD0119'
 LD0119'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF KNOXVILLE ON THE
 LD0119'SOUTH SIDE OF U.S. HIGHWAY 150.  IT IS 93 FEET WEST OF A POWERLINE
 LD0119'POLE, 37 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 150, 4 FEET
 LD0119'NORTHEAST OF A METAL WITNESS POST AND 0.5 FOOT SOUTH OF A METAL
 LD0119'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LD0119'GLISSON 2 1961.
 LD0119'
 LD0119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150 AND
 LD0119'STATE HIGHWAY 97 AT THE EAST EDGE OF KNOXVILLE, GO NORTH ON HIGHWAY
 LD0119'150 FOR 0.55 MILE TO WHERE IT TURNS RIGHT.  (JUST AFTER CROSSING
 LD0119'OVER INTERSTATE HIGHWAY 74).  TURN RIGHT AND GO EAST ON U.S.
 LD0119'HIGHWAY 150 FOR 0.7 MILE TO THE STATION ON THE RIGHT AS
 LD0119'DESCRIBED.
 LD0119'
 LD0119'REFERENCE MARK 1 IS 48 FEET WEST OF A CORNER FENCE POST, 45 FEET
 LD0119'WEST OF A POWERLINE POLE AND 40 FEET SOUTH OF THE CENTERLINE OF THE
 LD0119'U.S. HIGHWAY 150.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LD0119'GLISSON 2 NO 1 1961.
 LD0119'
 LD0119'REFERENCE MARK 2 IS 39 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 LD0119'150, 3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BASE OF
 LD0119'A TELEPHONE JUNCTION BOX AND 2 FEET NORTHEAST OF A UNDERGROUND CABLE
 LD0119'WARNING SIGN.  THE MONUMENT IS UNDERGROUND ABOUT 3 INCHES AND THE
 LD0119'DISK IS STAMPED GLISSON 2 NO 1 1961.
 LD0119'
 LD0119'AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 LD0119'150, 1 FOOT NORTH OF A FENCELINE AND 1 FOOT NORTHWEST OF A METAL
 LD0119'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 LD0119'STAMPED GLISSON 1959.
 LD0119'
 LD0119'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON U.S.
 LD0119'HIGHWAY 150 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LD0119'
 LD0119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES EAST
 LD0119'OF KNOXVILLE.
 LD0119
 LD0119                          STATION RECOVERY (1975)
 LD0119
 LD0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LD0119'2.5 MI E FROM KNOXVILLE.
 LD0119'AT THE JUNCTION OF U.S. HIGHWAY 150 AND STATE HIGHWAY 97 AT
 LD0119'THE EAST EDGE OF KNOXVILLE, NORTH ALONG HIGHWAY 150 TO WHERE
 LD0119'THE HIGHWAY BEARS RIGHT FOR 0.55 MILE, THENCE EAST ALONG THE HIGHWAY
 LD0119'FOR 0.7 MILE TO THE MARK ON THE RIGHT.  93 FEET WEST OF A POWER
 LD0119'POLE, 37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET
 LD0119'NORTHEAST OF A METAL WITNESS POST, FLUSH WITH THE GROUND AND ABOUT
 LD0119'3 FEET HIGHER THAN THE HIGHWAY.
 LD0119
 LD0119                          STATION RECOVERY (1997)
 LD0119
 LD0119'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0121 ***********************************************************************
 LD0121  DESIGNATION -  GLISSON 2 RM 1
 LD0121  PID         -  LD0121
 LD0121  STATE/COUNTY-  IL/KNOX
 LD0121  USGS QUAD   -  APPLETON (1982)
 LD0121
 LD0121                         *CURRENT SURVEY CONTROL
 LD0121  ___________________________________________________________________
 LD0121* NAD 83(1986)-  40 54 27.     (N)    090 14 12.     (W)     SCALED    
 LD0121* NAVD 88     -       231.49   (meters)     759.5    (feet)  RESET     
 LD0121  ___________________________________________________________________
 LD0121  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0121
 LD0121  VERT ORDER  -  THIRD
 LD0121
 LD0121.The horizontal coordinates were scaled from a topographic map and have
 LD0121.an estimated accuracy of +/- 6 seconds.
 LD0121
 LD0121.The orthometric height was computed from unverified reset data.
 LD0121.No vertical observational check was made to the station.
 LD0121
 LD0121.The geoid height was determined by GEOID03.
 LD0121
 LD0121;                    North         East    Units  Estimated Accuracy
 LD0121;SPC IL W     -   470,760.      694,100.      MT  (+/- 180 meters Scaled)
 LD0121
 LD0121                          SUPERSEDED SURVEY CONTROL
 LD0121
 LD0121  NGVD 29 (??/??/??)  231.55   (m)          759.7    (f) RESET       3  
 LD0121
 LD0121.Superseded values are not recommended for survey control.
 LD0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0121.See file dsdata.txt to determine how the superseded data were derived.
 LD0121
 LD0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF327321(NAD 83)
 LD0121_MARKER: DR = REFERENCE MARK DISK
 LD0121_SETTING: 0 = UNSPECIFIED SETTING
 LD0121_STAMPING: GLISSON 2 NO 1 1961
 LD0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0121
 LD0121  HISTORY     - Date     Condition        Report By
 LD0121  HISTORY     - 1961     MONUMENTED       CGS
 LD0121  HISTORY     - 1975     GOOD             NGS
 LD0121  HISTORY     - 19971112 GOOD             USPSQD
 LD0121
 LD0121                          STATION DESCRIPTION
 LD0121
 LD0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LD0121'2.5 MI E FROM KNOXVILLE.
 LD0121'AT THE JUNCTION OF U.S. HIGHWAY 150 AND STATE HIGHAY 97 AT THE
 LD0121'EAST EDGE OF KNOXVILLE, NORTH ALONG HIGHWAY 150 TO WHERE THE
 LD0121'HIGHWAY BEARS RIGHT FOR 0.55 MILE, THENCE EAST ALONG THE HIGHWAY
 LD0121'FOR 0.7 MILE TO THE MARK ON THE RIGHT, 48 FEET WEST OF A CORNER
 LD0121'POST, 45 FEET WEST OF A POWER POLE AND 40 FEET SOUTH OF THE
 LD0121'CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET HIGHER THAN THE
 LD0121'HIGHWAY.
 LD0121
 LD0121                          STATION RECOVERY (1997)
 LD0121
 LD0121'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0117 ***********************************************************************
 LD0117  DESIGNATION -  GLISSON 2 RM 2
 LD0117  PID         -  LD0117
 LD0117  STATE/COUNTY-  IL/KNOX
 LD0117  USGS QUAD   -  APPLETON (1982)
 LD0117
 LD0117                         *CURRENT SURVEY CONTROL
 LD0117  ___________________________________________________________________
 LD0117* NAD 83(1986)-  40 54 27.     (N)    090 14 12.     (W)     SCALED    
 LD0117* NAVD 88     -       231.78   (meters)     760.4    (feet)  RESET     
 LD0117  ___________________________________________________________________
 LD0117  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0117
 LD0117  VERT ORDER  -  THIRD
 LD0117
 LD0117.The horizontal coordinates were scaled from a topographic map and have
 LD0117.an estimated accuracy of +/- 6 seconds.
 LD0117
 LD0117.The orthometric height was computed from unverified reset data.
 LD0117.No vertical observational check was made to the station.
 LD0117
 LD0117.The geoid height was determined by GEOID03.
 LD0117
 LD0117;                    North         East    Units  Estimated Accuracy
 LD0117;SPC IL W     -   470,760.      694,100.      MT  (+/- 180 meters Scaled)
 LD0117
 LD0117                          SUPERSEDED SURVEY CONTROL
 LD0117
 LD0117  NGVD 29 (??/??/??)  231.84   (m)          760.6    (f) RESET       3  
 LD0117
 LD0117.Superseded values are not recommended for survey control.
 LD0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0117.See file dsdata.txt to determine how the superseded data were derived.
 LD0117
 LD0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF327321(NAD 83)
 LD0117_MARKER: DR = REFERENCE MARK DISK
 LD0117_SETTING: 0 = UNSPECIFIED SETTING
 LD0117_STAMPING: GLISSON 2 NO 2 1961
 LD0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0117
 LD0117  HISTORY     - Date     Condition        Report By
 LD0117  HISTORY     - 1961     MONUMENTED       CGS
 LD0117  HISTORY     - 1975     GOOD             NGS
 LD0117  HISTORY     - 19971112 GOOD             USPSQD
 LD0117
 LD0117                          STATION DESCRIPTION
 LD0117
 LD0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LD0117'2.5 MI E FROM KNOXVILLE.
 LD0117'AT THE JUNCTION OF U.S. HIGHWAY 150 AND STATE HIGHWAY 97 AT THE
 LD0117'EAST EDGE OF KNOXVILLE, NORTH ALONG HIGHWAY 150 TO WHERE THE
 LD0117'HIGHWAY BEARS RIGHT FOR 0.55 MILE, THENCE EAST ALONG THE HIGHWAY
 LD0117'FOR 0.7 MILE TO THE MARK ON THE RIGHT.  3 FEET SOUTHEAST OF THE
 LD0117'SOUTHEAST CORNER OF A CONCRETE BASE OF A TELEPHONE JUNCTION BOX
 LD0117'AND 2 FEET NORTHEAST OF AN UNDERGROUND CABLE WARNING SIGN AND IS
 LD0117'UNDERGROUND ABOUT 3 INCHES AND IS ABOUT 3 FEET HIGHER THAN THE
 LD0117'HIGHWAY.
 LD0117
 LD0117                          STATION RECOVERY (1997)
 LD0117
 LD0117'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0122 ***********************************************************************
 LD0122  DESIGNATION -  GLISSON AZ MK
 LD0122  PID         -  LD0122
 LD0122  STATE/COUNTY-  IL/KNOX
 LD0122  USGS QUAD   -  APPLETON (1982)
 LD0122
 LD0122                         *CURRENT SURVEY CONTROL
 LD0122  ___________________________________________________________________
 LD0122* NAD 83(1986)-  40 54 29.     (N)    090 13 44.     (W)     SCALED    
 LD0122* NAVD 88     -       224.396  (meters)     736.21   (feet)  ADJUSTED  
 LD0122  ___________________________________________________________________
 LD0122  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0122  DYNAMIC HT  -         224.296 (meters)     735.88  (feet)  COMP
 LD0122  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LD0122
 LD0122  VERT ORDER  -  SECOND    CLASS 0
 LD0122
 LD0122.The horizontal coordinates were scaled from a topographic map and have
 LD0122.an estimated accuracy of +/- 6 seconds.
 LD0122
 LD0122.The orthometric height was determined by differential leveling
 LD0122.and adjusted by the National Geodetic Survey in June 1991..
 LD0122
 LD0122.The geoid height was determined by GEOID03.
 LD0122
 LD0122.The dynamic height is computed by dividing the NAVD 88
 LD0122.geopotential number by the normal gravity value computed on the
 LD0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0122.degrees latitude (g = 980.6199 gals.).
 LD0122
 LD0122.The modeled gravity was interpolated from observed gravity values.
 LD0122
 LD0122;                    North         East    Units  Estimated Accuracy
 LD0122;SPC IL W     -   470,820.      694,760.      MT  (+/- 180 meters Scaled)
 LD0122
 LD0122                          SUPERSEDED SURVEY CONTROL
 LD0122
 LD0122  NGVD 29 (??/??/92)  224.457  (m)          736.41   (f) ADJ UNCH    2 0
 LD0122
 LD0122.Superseded values are not recommended for survey control.
 LD0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0122.See file dsdata.txt to determine how the superseded data were derived.
 LD0122
 LD0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF333322(NAD 83)
 LD0122_MARKER: DZ = AZIMUTH MARK DISK
 LD0122_SETTING: 0 = UNSPECIFIED SETTING
 LD0122_STAMPING: GLISSON 1959
 LD0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0122
 LD0122  HISTORY     - Date     Condition        Report By
 LD0122  HISTORY     - 1959     MONUMENTED       CGS
 LD0122  HISTORY     - 1975     GOOD             NGS
 LD0122  HISTORY     - 19971112 GOOD             USPSQD
 LD0122
 LD0122                          STATION DESCRIPTION
 LD0122
 LD0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LD0122'3 MI E FROM KNOXVILLE.
 LD0122'AT THE JUNCTION OF U.S. HIGHWAY 150 AND STATE HIGHWAY 97 AT THE
 LD0122'EAST EDGE OF KNOXVILLE, NORTH ALONG HIGHWAY 150 TO WHERE THE
 LD0122'HIGHWAY BEARS RIGHT FOR 0.55 MILE, THENCE EAST ALONG THE HIGHWAY
 LD0122'FOR 1.2 MILE TO THE MARK ON THE RIGHT.  39 FEET SOUTH OF THE
 LD0122'CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF A METAL WITNESS
 LD0122'POST AND 1 FOOT NORTH OF A FENCELINE, ABOUT 1 FOOT HIGHER THAN
 LD0122'THE HIGHWAY.
 LD0122
 LD0122                          STATION RECOVERY (1997)
 LD0122
 LD0122'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1708 ***********************************************************************
 MF1708  DESIGNATION -  GOLD
 MF1708  PID         -  MF1708
 MF1708  STATE/COUNTY-  IL/BUREAU
 MF1708  USGS QUAD   -  MINERAL (1983)
 MF1708
 MF1708                         *CURRENT SURVEY CONTROL
 MF1708  ___________________________________________________________________
 MF1708* NAD 83(1997)-  41 26 14.24753(N)    089 46 29.63532(W)     ADJUSTED  
 MF1708* NAVD 88     -       208.6    (meters)     684.     (feet)  GPS OBS   
 MF1708  ___________________________________________________________________
 MF1708  X           -      18,813.684 (meters)                     COMP
 MF1708  Y           -  -4,788,684.743 (meters)                     COMP
 MF1708  Z           -   4,199,069.665 (meters)                     COMP
 MF1708  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 MF1708  ELLIP HEIGHT-         175.50  (meters)          (12/06/04) GPS OBS
 MF1708  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1708
 MF1708  HORZ ORDER  -  FIRST
 MF1708  ELLP ORDER  -  FOURTH    CLASS I
 MF1708
 MF1708.The horizontal coordinates were established by GPS observations
 MF1708.and adjusted by the National Geodetic Survey in September 1998..
 MF1708
 MF1708.The orthometric height was determined by GPS observations and a
 MF1708.high-resolution geoid model.
 MF1708
 MF1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1708
 MF1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1708
 MF1708.The ellipsoidal height was determined by GPS observations
 MF1708.and is referenced to NAD 83.
 MF1708
 MF1708.The geoid height was determined by GEOID03.
 MF1708
 MF1708;                    North         East     Units Scale Factor Converg.
 MF1708;SPC IL W     -   529,661.471   732,740.766   MT  0.99995436   +0 15 33.4
 MF1708;SPC IL W     - 1,737,731.01  2,404,000.33   sFT  0.99995436   +0 15 33.4
 MF1708;UTM  16      - 4,591,019.273   268,164.584   MT  1.00026150   -1 50 14.1
 MF1708
 MF1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1708!SPC IL W     -   0.99997247  x   0.99995436  =   0.99992683
 MF1708!UTM  16      -   0.99997247  x   1.00026150  =   1.00023397
 MF1708
 MF1708|---------------------------------------------------------------------|
 MF1708| PID    Reference Object                     Distance      Geod. Az  |
 MF1708|                                                           dddmmss.s |
 MF1708| CI7469 GOLD RM 1                           157.289 METERS 06305     |
 MF1708| MF1682 MANLIUS MUNICIPAL TANK              APPROX. 9.0 KM 0764710.4 |
 MF1708| MF1672 WYANET MUNICIPAL TANK               APPROX.17.8 KM 1162042.1 |
 MF1708| MF1676 BUDA MUNICIPAL STANDPIPE            APPROX.15.0 KM 1465543.4 |
 MF1708| CI7468 GOLD AZ MK                                         1600927.0 |
 MF1708| MF1677 SHEFFIELD MUNICIPAL TANK            APPROX. 9.5 KM 1605654.8 |
 MF1708| MF1678 SHEFFIELD ST PATRICKS CH SPIRE      APPROX. 9.3 KM 1614621.8 |
 MF1708| MG0681 ATKINSON MUNICIPAL TANK             APPROX.19.9 KM 2645741.2 |
 MF1708| MG0682 ATKINSON ST ANTHONYS CATH CH        APPROX.20.4 KM 2650752.8 |
 MF1708| CI7470 GOLD RM 2                           115.382 METERS 30656     |
 MF1708|---------------------------------------------------------------------|
 MF1708
 MF1708                          SUPERSEDED SURVEY CONTROL
 MF1708
 MF1708  ELLIP H (09/15/98)  175.53   (m)                       GP(       ) 3 1
 MF1708  NAD 83(1986)-  41 26 14.25561(N)    089 46 29.64263(W) AD(       ) 1
 MF1708  NAD 27      -  41 26 14.12400(N)    089 46 29.28000(W) AD(       ) 1
 MF1708  NGVD 29 (07/19/86)  208.6    (m)          684.     (f) VERT ANG       
 MF1708
 MF1708.Superseded values are not recommended for survey control.
 MF1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1708.See file dsdata.txt to determine how the superseded data were derived.
 MF1708
 MF1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6816591019(NAD 83)
 MF1708_MARKER: DS = TRIANGULATION STATION DISK
 MF1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1708_PROJECTION: FLUSH
 MF1708_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1708+STABILITY: SURFACE MOTION
 MF1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1708+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1996
 MF1708
 MF1708  HISTORY     - Date     Condition        Report By
 MF1708  HISTORY     - 1930     MONUMENTED       CGS
 MF1708  HISTORY     - 1935     GOOD             CGS
 MF1708  HISTORY     - 1959     GOOD             CGS
 MF1708  HISTORY     - 19960418 GOOD             USPSQD
 MF1708  HISTORY     - 19960819 GOOD             SECI
 MF1708  HISTORY     - 20010509 GOOD             USPSQD
 MF1708  HISTORY     - 20060203 GOOD             USPSQD
 MF1708
 MF1708                          STATION DESCRIPTION
 MF1708
 MF1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF1708'STATION IS ABOUT 4 MILES N AND 3 MILES E OF THE TOWN OF
 MF1708'MINERAL, 3/4 MILE E OF THE GOLD TOWN CEMETERY, 1/2 MILE NW
 MF1708'OF A DISTRICT SCHOOLHOUSE, IN THE NW 1/4 OF SEC. 26, T 17
 MF1708'N, R 6 E, ON LAND OWNED BY PETER HANSEN.  THE STATION IS ON
 MF1708'THE HIGHEST ONE OF SEVERAL KNOLLS IN A PASTURE.  MARK IS
 MF1708'ABOUT 75 YARDS S OF THE PUBLIC E AND W ROAD AND IS ABOUT
 MF1708'150 YARDS SW OF A T-ROAD LEADING N.  THE MARK IS 1 FOOT
 MF1708'BELOW THE SURFACE.
 MF1708'
 MF1708'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1708'DISKS SET IN CONCRETE.
 MF1708'
 MF1708'REFERENCE MARK NO. 1 IS ON FENCE LINE ON S SIDE OF E AND W
 MF1708'ROAD AND 20 METERS E OF T-ROAD.  REFERENCE MARK NO. 2 IS
 MF1708'ON FENCE LINE ON S SIDE OF E AND W ROAD AT A FENCE CORNER IN
 MF1708'A RAVINE ABOUT 200 METERS W OF THE T-ROAD.
 MF1708'
 MF1708'TO REACH FOLLOW HIGHWAY 7 ABOUT 1-3/4 MILES E OF MINERAL
 MF1708'TO ROAD LEADING N UNDER RAILROAD FILL.  FOLLOW THIS ROAD
 MF1708'N FOR 2 MILES, THENCE E 1 MILE, THENCE N 1 MILE, THENCE W
 MF1708'1/4 MILE, THENCE N 1-1/4 MILES TO GOLD TOWN CEMETERY.  ABOUT
 MF1708'1/4 MILE N OF THE CEMETERY GO E 3/4 MILE TO STATION.
 MF1708'
 MF1708'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF1708
 MF1708                          STATION RECOVERY (1935)
 MF1708
 MF1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1708'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISTANCES
 MF1708'TO THE REFERENCE MARKS WERE FOUND TO BE IN ERROR, AND THE
 MF1708'DIRECTION TO THE SHEFFIELD MUNICIPAL TANK (AZIMUTH MARK 1930)
 MF1708'WAS FOUND TO BE 180 DEG IN ERROR.  AN AZIMUTH MARK WAS SET.
 MF1708'A NEW DESCRIPTION FOLLOWS.
 MF1708'
 MF1708'THIS STATION IS ABOUT 5 MILES NE OF MINERAL, 1/2 MILE E OF
 MF1708'THE GOLD TOWN CEMETERY, 0.35 MILE NW OF A DISTRICT SCHOOLHOUSE,
 MF1708'IN THE NW 1/4 SEC. 26, T 17 N, R 6 E, ON LAND OWNED BY PETER
 MF1708'HANSEN.  THE MARK IS ON THE SUMMIT OF THE HIGHEST AND WESTERNMOST
 MF1708'OF SEVERAL KNOLLS IN A PASTURE, 261 FEET (SLOPE) S OF THE
 MF1708'CENTER LINE OF AN EW ROAD, ABOUT 150 YARDS SE OF A T-ROAD TO THE
 MF1708'N.
 MF1708'
 MF1708'REFERENCE MARK NO. 1 IS NE OF THE STATION, 1 FOOT S OF THE
 MF1708'S RIGHT-OF-WAY FENCE OF THE ROAD, 22 YARDS E OF THE T-ROAD.
 MF1708'IT IS 760.27 FEET E OF REFERENCE MARK NO. 2 AND PROJECTS
 MF1708'2 INCHES.  REFERENCE MARK NO. 2 IS NW OF THE STATION, IN THE
 MF1708'NW CORNER OF THE PASTURE, 220 YARDS W OF THE T-ROAD AND
 MF1708'PROJECTS 2 INCHES.
 MF1708'
 MF1708'THE AZIMUTH MARK IS SSE OF THE STATION, 1/2 FOOT S OF THE
 MF1708'N BOUNDARY FENCE OF THE SCHOOLYARD, 16 YARDS NW OF THE NW
 MF1708'CORNER OF THE SCHOOLHOUSE, 4 YARDS E OF AN OUTBUILDING AND
 MF1708'PROJECTS 1 INCH.
 MF1708'
 MF1708'TO REACH FROM MINERAL, GO SE ON ROUTE U.S. HIGHWAY 6 2.1
 MF1708'MILES, TURN N THROUGH UNDERPASS, JOG W 100 FEET AND GO N
 MF1708'1.8 MILES, TURN E, GO 1.1 MILES, TURN N, GO 1.1 MILES, TURN
 MF1708'W, GO 0.3 MILE, TURN N, GO 1.5 MILES OR 0.2 MILE PAST THE
 MF1708'GOLD TOWN CEMETERY, TURN E, GO 0.5 MILE TO A POINT OPPOSITE
 MF1708'THE STATION.  TRUCK CAN BE DRIVEN TO THE STATION BY CONTINUING
 MF1708'E 0.2 MILE, THENCE S 0.1 MILE TO GATE INTO PASTURE THENCE
 MF1708'W ACROSS PASTURE 0.2 MILE TO THE STATION.
 MF1708'
 MF1708'A LIGHT 87 FEET ABOVE SMITH COMES INTO VIEW 25 FEET ABOVE
 MF1708'THIS STATION.
 MF1708'
 MF1708'A LIGHT 97 FEET ABOVE RUSSEL COMES INTO VIEW 15 FEET ABOVE
 MF1708'THIS STATION.
 MF1708'
 MF1708'LIGHTS 100 FEET ABOVE BRADY AND VAUGHN, 100 FEET ABOVE
 MF1708'PROVIDENCE, AND 74 FEET ABOVE DUNCAN ARE VISIBLE FROM THE
 MF1708'GROUND AT THIS STATION.
 MF1708
 MF1708                          STATION RECOVERY (1959)
 MF1708
 MF1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1708'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MF1708'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 MF1708'TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 MF1708'
 MF1708'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 MF1708
 MF1708                          STATION RECOVERY (1996)
 MF1708
 MF1708'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1708'RECOVERED IN GOOD CONDITION.
 MF1708
 MF1708                          STATION RECOVERY (1996)
 MF1708
 MF1708'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1708'RECOVERED AS DESCRIBED.
 MF1708
 MF1708                          STATION RECOVERY (2001)
 MF1708
 MF1708'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1708'R.M. 1  FOUND
 MF1708'R.M. 2  FOUND
 MF1708'AZIMUTH FOUND
 MF1708
 MF1708                          STATION RECOVERY (2006)
 MF1708
 MF1708'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF1708'RM 1, RM 2 AND AZIMUTH LOCATED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1451 ***********************************************************************
 HB1451  DESIGNATION -  GOLD
 HB1451  PID         -  HB1451
 HB1451  STATE/COUNTY-  IL/GALLATIN
 HB1451  USGS QUAD   -  SHAWNEETOWN (1996)
 HB1451
 HB1451                         *CURRENT SURVEY CONTROL
 HB1451  ___________________________________________________________________
 HB1451* NAD 83(1997)-  37 41 30.05408(N)    088 13 11.00397(W)     ADJUSTED  
 HB1451* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 HB1451  ___________________________________________________________________
 HB1451  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 HB1451  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HB1451
 HB1451  HORZ ORDER  -  FIRST
 HB1451
 HB1451.The horizontal coordinates were established by classical geodetic methods
 HB1451.and adjusted by the National Geodetic Survey in October 1999..
 HB1451
 HB1451.The orthometric height was scaled from a topographic map.
 HB1451
 HB1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1451
 HB1451.The geoid height was determined by GEOID03.
 HB1451
 HB1451;                    North         East     Units Scale Factor Converg.
 HB1451;SPC IL E     -   113,760.434   310,020.030   MT  0.99997624   +0 04 10.1
 HB1451;SPC IL E     -   373,229.02  1,017,124.05   sFT  0.99997624   +0 04 10.1
 HB1451;UTM  16      - 4,172,307.266   392,462.690   MT  0.99974244   -0 44 45.0
 HB1451
 HB1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1451!SPC IL E     -   0.99997173  x   0.99997624  =   0.99994797
 HB1451!UTM  16      -   0.99997173  x   0.99974244  =   0.99971418
 HB1451
 HB1451|---------------------------------------------------------------------|
 HB1451| PID    Reference Object                     Distance      Geod. Az  |
 HB1451|                                                           dddmmss.s |
 HB1451| CI3702 GOLD RM 1                            79.335 METERS 04026     |
 HB1451| HB1453 SHAWNEETOWN BRIDGE OBSTR LIGHT      APPROX. 7.8 KM 0904112.7 |
 HB1451| HB1460 HIGH KNOB LOOKOUT TOWER             APPROX.14.0 KM 2232308.9 |
 HB1451| CI3701 GOLD AZ MK                                         2475225.6 |
 HB1451| CI3703 GOLD RM 2                            73.318 METERS 32252     |
 HB1451|---------------------------------------------------------------------|
 HB1451
 HB1451                          SUPERSEDED SURVEY CONTROL
 HB1451
 HB1451  NAD 83(1997)-  37 41 30.05572(N)    088 13 11.00380(W) AD(       ) 1
 HB1451  NAD 83(1997)-  37 41 30.05707(N)    088 13 11.00351(W) AD(       ) 1
 HB1451  NAD 83(1986)-  37 41 30.06399(N)    088 13 11.00608(W) AD(       ) 1
 HB1451  NAD 27      -  37 41 29.89591(N)    088 13 10.87510(W) AD(       ) 1
 HB1451
 HB1451.Superseded values are not recommended for survey control.
 HB1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1451.See file dsdata.txt to determine how the superseded data were derived.
 HB1451
 HB1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG9246372307(NAD 83)
 HB1451_MARKER: DS = TRIANGULATION STATION DISK
 HB1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1451
 HB1451  HISTORY     - Date     Condition        Report By
 HB1451  HISTORY     - 1957     MONUMENTED       CGS
 HB1451  HISTORY     - 1968     SEE DESCRIPTION  CGS
 HB1451
 HB1451                          STATION DESCRIPTION
 HB1451
 HB1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1451'THE STATION IS ON A HIGH HILL ABOUT 2-1/2 MILES SOUTHWEST OF NEW
 HB1451'SHAWNEETOWN, 4 MILES WEST OF THE OHIO RIVER, ON PROPERTY
 HB1451'OWNED AND OCCUPIED BY MR. G. MCCONNEL.  IT IS ON THE HIGHEST POINT OF
 HB1451'A RIDGE, IN A PASTURE SURROUNDED BY WOODS 197 FEET SOUTH OF THE NORTH
 HB1451'EDGE OF THE PASTURE AND WOODS LINE, 227 FEET WEST OF THE NORTHWEST
 HB1451'CORNER OF A POINT OF WOODS AND 242 FEET SOUTHEAST OF A WHITE
 HB1451'WITNESS POST.  THE MONUMENT IS 4 INCHES BELOW THE SURFACE OF THE
 HB1451'GROUND AND THE DISK IS STAMPED GOLD 1957.
 HB1451'
 HB1451'TO REACH THE STATION FROM THE GALLATIN COUNTY COURTHOUSE IN NEW
 HB1451'SHAWNEETOWN, GO SOUTH ON LINCOLN AVENUE FOR 0.2 MILE TO STATE
 HB1451'HIGHWAY 13.  TURN LEFT AND GO EAST ON HIGHWAY 13 FOR 0.2 MILE TO A
 HB1451'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH, SOUTHEAST AND
 HB1451'WESTERLY AROUND THE STATION RIDGE FOR 3.2 MILES TO A SIDE ROAD LEFT.
 HB1451'CONTINUE WEST ON THE MAIN ROAD FOR 2.2 MILES TO THE RINGOLD
 HB1451'PRESBYTERIAN CHURCH ON THE RIGHT.  CONTINUE WEST ON THE MAIN ROAD FOR
 HB1451'0.1 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO NORTH ON THE
 HB1451'DRIVEWAY FOR 0.15 MILE TO MR. MCCONNELS HOUSE ON THE LEFT.  KEEP TO
 HB1451'THE RIGHT OF THE HOUSE AND BARN, PASSING THROUGH THREE GATES AND GO
 HB1451'NORTH FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 HB1451'NORTHWESTERLY UP A STEEP HILL ON A TRACK ROAD FOR 0.45 MILE TO A
 HB1451'GATE.  CONTINUE NORTH ON A DIM TRACK ROAD FOR 0.1 MILE TO THE
 HB1451'CREST OF THE RIDGE.  TURN RIGHT AND GO EAST ALONG THE TOP OF THE
 HB1451'RIDGE FOR 0.05 MILE TO A LARGE OAK TREE ON THE LEFT AND THE AZIMUTH
 HB1451'MARK AS DESCRIBED.  CONTINUE EAST ON THE RIDGE FOR 0.2 MILE TO THE
 HB1451'HIGHEST POINT AND THE STATION.
 HB1451'
 HB1451'REFERENCE MARK 1 IS 142 FEET SOUTHWEST OF A FENCE CORNER, 11 FEET
 HB1451'EAST OF A MAPLE TREE WITH A TRIPLE TRUNK AND 1 FOOT SOUTH OF A
 HB1451'WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HB1451'GOLD NO 1 1957.
 HB1451'
 HB1451'REFERENCE MARK 2 IS 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT
 HB1451'SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 HB1451'DISK IS STAMPED GOLD NO 2 1957.
 HB1451'
 HB1451'THE AZIMUTH MARK IS 95 FEET NORTHWEST OF THE CENTERLINE OF A DIM
 HB1451'TRACK ROAD, 50 FEET WEST OF A 54 INCH OAK TREE, 18 FEET NORTHWEST OF
 HB1451'A 10 INCH OAK TREE AND 6 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 HB1451'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GOLD 1957.
 HB1451'
 HB1451'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 HB1451
 HB1451                          STATION RECOVERY (1968)
 HB1451
 HB1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HB1451'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 HB1451'FOUND IN EXCELLENT CONDITION.  AFTER A LONG AND EXTENDED SEARCH,
 HB1451'THE UNDERGROUND STATION MARK WAS FOUND ABOUT 16 INCHES BELOW THE
 HB1451'SURFACE OF A PRIVATE DRIVE.  A COMPLETE AND THOROUGH SEARCH WAS
 HB1451'MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND, AND IS
 HB1451'PRESUMED EITHER DESTROYED BY GRADING OPERATIONS, OR COVERED WITH
 HB1451'FILL DIRT AND UNDER A LARGE HORSE STABLE.  BEFORE ANY ATTEMPT
 HB1451'WAS MADE TO RESTORE THE STATION, MR. EINOR V. DYHRKOOP WHO OWNS
 HB1451'AND OCCUPIES THE PROPERTY WAS CONTACTED.  MR. DYHRKOOP WAS
 HB1451'EXCEPTIONALLY PLEASED THAT THE UNDERGROUND MARK WAS
 HB1451'LOCATED AND REQUESTED THAT THE STATION BE REPLACED IN ITS
 HB1451'EXACT ORIGINAL POSITION BY LOWERING IT STRAIGHT DOWN.  A
 HB1451'FIRM PLUMBING BENCH WAS ERECTED AND THE POINT HELD, AFTER WHICH
 HB1451'THE UNDERGROUND MARK WAS REMOVED AND THE ENTIRE STATION LOWERED
 HB1451'TO A DEPTH OF ABOUT 48 INCHES, WITH THE TOP OF THE MONUMENT
 HB1451'ABOUT 10 INCHES BELOW THE SURFACE OF THE DRIVE.  THE STATION
 HB1451'WAS THEN OCCUPIED AND HORIZONTAL ANGLES OBSERVED, AND VERTICAL
 HB1451'ANGLE OBSERVATIONS WERE MADE ON THE REFERENCE MARKS FOR USE IN
 HB1451'CONVERTING SLOPE MEASUREMENTS TO THE HORIZONTAL.  AS NONE OF
 HB1451'THE ORIGINAL STATIONS OBSERVED UPON FROM THIS STATION ARE NOW
 HB1451'VISIBLE FROM THE GROUND, USC AND GS POSITIONED OBJECT SHAWNEE,
 HB1451'NATIONAL FOREST, HIGH KNOB L.O.T. (NEAR TRIANGULATION STATION HIGH
 HB1451'KNOB 1957) WAS USED AS THE INITIAL.  AFTER THE SLOPE
 HB1451'MEASUREMENTS TO THE REFERENCE MARKS WERE REDUCED TO HORIZONTAL, THE
 HB1451'FOLLOWING DISCREPANCIES WERE NOTED.  STATION TO REFERENCE MARK NO. 1
 HB1451'+ 0.02 OF A FOOT AND STATION TO REFERENCE MARK NO. 2 - 0.08 OF A
 HB1451'FOOT.  AS NO SUITABLE LOCATION COULD BE FOUND FOR A NEW AZIMUTH
 HB1451'MARK, NONE WAS ESTABLISHED.  THE TOP AND CENTER OF THE RIGID MAST
 HB1451'FOR CIVILIAN BROADCASTING RADIO MAST KPK 4152 ABOUT 0.15 OF A MILE
 HB1451'WEST-SOUTHWEST OF THE STATION WILL SERVE AS AN AZIMUTH MARK.
 HB1451'
 HB1451'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1451'
 HB1451'THE STATION IS NOW ON THE PROPERTY OF MR. EINOR V. DYHRKOOP ABOUT
 HB1451'4 MILES WEST OF THE OHIO RIVER, 2-1/2 MILES SOUTHWEST OF NEW
 HB1451'SHAWNEETOWN, AND IN OPEN PASTURE LAND ATOP A HIGH, PROMINENT RIDGE
 HB1451'ABOUT 0.15 OF A MILE EAST-NORTHEAST OF THE DYHRKOOP HOME AND
 HB1451'STABLES.
 HB1451'
 HB1451'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE GALLATIN
 HB1451'COUNTY COURTHOUSE IN NEW SHAWNEETOWN, GO SOUTH ON EAST LINCOLN
 HB1451'BLVD. FOR 0.15 OF A MILE TO THE NEW POST OFFICE ON THE LEFT,
 HB1451'CONTINUE SOUTH ON EAST LINCOLN BLVD. FOR 0.1 OF A MILE TO STATE
 HB1451'ROUTE 13.  HERE TURN RIGHT AND GO WESTERLY ON STATE ROUTE 13 FOR 1.3
 HB1451'MILES TO A GRAVELED ROAD ON THE LEFT, TURN LEFT, CROSSING RAILROAD
 HB1451'TRACKS, AND GO SOUTHERLY ON THIS GRAVELED ROAD FOR 1.05 MILES TO A
 HB1451'GRAVELED T CROSSROAD AND A PRIVATE DRIVE STRAIGHT AHEAD.  CONTINUE
 HB1451'STRAIGHT AHEAD ON THIS PRIVATE DRIVE AND GO SOUTHERLY,
 HB1451'SOUTHWESTERLY AND WEST, UPHILL ON A WINDING ROAD FOR 1.15 MILES TO
 HB1451'THE TOP OF THE RIDGE AND THE STATION BETWEEN THE DRIVE FENCES
 HB1451'AS DESCRIBED.
 HB1451'
 HB1451'THE STATION IS 20.7 FEET SOUTH OF THE NORTH FENCE OF THE DRIVE,
 HB1451'11.7 FEET NORTH OF THE SOUTH FENCE OF THE DRIVE AND A METAL WITNESS
 HB1451'POST AND SIGN, AND 5 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 HB1451'DRIVE.  IT IS A STANDARD DISK SET IN THE TOP OF A 14-INCH, ROUND,
 HB1451'CONCRETE MONUMENT ABOUT 10 INCHES BELOW THE SURFACE OF THE DRIVE
 HB1451'AND THE DISK IS STAMPED GOLD 1957 1968.
 HB1451'
 HB1451'REFERENCE MARK NO. 1 IS ACROSS A SMALL PASTURE NORTHEAST OF THE
 HB1451'STATION, 132 FEET WEST OF A V FENCE CORNER POST, 91 FEET NORTH OF
 HB1451'THE APPROXIMATE CENTER OF THE DRIVE, 72 FEET NORTH OF A FENCE, 0.9
 HB1451'OF A FOOT SOUTH OF A FENCE AND METAL WITNESS POST AND SIGN, AND AT
 HB1451'THE SOUTH EDGE OF THE WOODS.  IT IS A STANDARD DISK SET IN THE TOP OF
 HB1451'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HB1451'STAMPED GOLD NO 1 1957.
 HB1451'
 HB1451'REFERENCE MARK NO. 2 IS ACROSS THE SMALL PASTURE NORTHWEST OF THE
 HB1451'STATION, 226 FEET NORTH OF THE APPROXIMATE CENTER OF THE DRIVE, 210
 HB1451'FEET NORTH OF A FENCE, 16 FEET EAST OF AN 18-INCH POST OAK TREE,
 HB1451'1.1 FEET SOUTH OF A FENCE AND METAL WITNESS POST AND SIGN, AND AT
 HB1451'THE SOUTH EDGE OF THE WOODS.  IT IS A STANDARD DISK SET IN THE
 HB1451'TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 HB1451'AND THE DISK IS STAMPED GOLD NO 2 1957.
 HB1451'
 HB1451'DUE TO THE FENCE AND TREES ON LINE BETWEEN THE MARKS, THE
 HB1451'REFERENCE MARKS COULD NOT BE MEASURED BETWEEN.
 HB1451'
 HB1451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 HB1451'SW. OF NEW SHAWNEETOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1074 ***********************************************************************
 NH1074  DESIGNATION -  GOLF RESET
 NH1074  PID         -  NH1074
 NH1074  STATE/COUNTY-  IL/COOK
 NH1074  USGS QUAD   -  PALATINE (1993)
 NH1074
 NH1074                         *CURRENT SURVEY CONTROL
 NH1074  ___________________________________________________________________
 NH1074* NAD 83(1997)-  42 02 58.78837(N)    088 05 52.16631(W)     ADJUSTED  
 NH1074* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 NH1074  ___________________________________________________________________
 NH1074  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 NH1074  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NH1074
 NH1074  HORZ ORDER  -  SECOND
 NH1074
 NH1074.The horizontal coordinates were established by classical geodetic methods
 NH1074.and adjusted by the National Geodetic Survey in October 1999..
 NH1074
 NH1074.The orthometric height was scaled from a topographic map.
 NH1074
 NH1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1074
 NH1074.The geoid height was determined by GEOID03.
 NH1074
 NH1074;                    North         East     Units Scale Factor Converg.
 NH1074;SPC IL E     -   597,645.614   319,496.469   MT  0.99997968   +0 09 27.9
 NH1074;SPC IL E     - 1,960,775.65  1,048,214.67   sFT  0.99997968   +0 09 27.9
 NH1074;UTM  16      - 4,655,873.308   409,150.977   MT  0.99970156   -0 44 07.2
 NH1074
 NH1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1074!SPC IL E     -   0.99996560  x   0.99997968  =   0.99994528
 NH1074!UTM  16      -   0.99996560  x   0.99970156  =   0.99966717
 NH1074
 NH1074:                Primary Azimuth Mark                     Grid Az
 NH1074:SPC IL E     -  ST JOHNS EV AND REP CH SPIRE             023 25 57.4
 NH1074:UTM  16      -  ST JOHNS EV AND REP CH SPIRE             024 19 32.5
 NH1074
 NH1074|---------------------------------------------------------------------|
 NH1074| PID    Reference Object                     Distance      Geod. Az  |
 NH1074|                                                           dddmmss.s |
 NH1074| NH1068 ST JOHNS EV AND REP CH SPIRE        APPROX. 3.6 KM 0233525.3 |
 NH1074| NH1073 PALATINE ECONOMY FUSE CO TANK       APPROX. 8.2 KM 0295538.8 |
 NH1074| NH1069 PALATINE MUNICIPAL TANK             APPROX. 8.6 KM 0323144.6 |
 NH1074| CI9644 GOLF RM 4                             6.105 METERS 07833     |
 NH1074| CI9646 GOLF RM 6                             7.263 METERS 08204     |
 NH1074| NH1065 HOFFMAN ESTATES WATER TANK          APPROX. 1.7 KM 0941005.8 |
 NH1074| CI9643 GOLF RM 3                            31.763 METERS 12358     |
 NH1074| CI9641 GOLF RM 1                            31.778 METERS 12359     |
 NH1074| NH1071 RADIO STATION WGN MAST              APPROX. 6.7 KM 1290227.3 |
 NH1074| MF1286 ITASCA RADIO STATION WBBM MAST      APPROX. 8.8 KM 1382342.8 |
 NH1074| CI9642 GOLF RM 2                            13.655 METERS 24856     |
 NH1074| CI9640 GOLF AZ MK 2                                       2814237.0 |
 NH1074| CI9645 GOLF RM 5                             5.630 METERS 31930     |
 NH1074| CI9639 GOLF AZ MK                                         3440953.4 |
 NH1074|---------------------------------------------------------------------|
 NH1074
 NH1074                          SUPERSEDED SURVEY CONTROL
 NH1074
 NH1074  NAD 83(1997)-  42 02 58.78828(N)    088 05 52.16701(W) AD(       ) 2
 NH1074  NAD 83(1986)-  42 02 58.79168(N)    088 05 52.17871(W) AD(       ) 2
 NH1074  NAD 27      -  42 02 58.69410(N)    088 05 51.91590(W) AD(       ) 2
 NH1074
 NH1074.Superseded values are not recommended for survey control.
 NH1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1074.See file dsdata.txt to determine how the superseded data were derived.
 NH1074
 NH1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0915155873(NAD 83)
 NH1074_MARKER: DS = TRIANGULATION STATION DISK
 NH1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1074_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1074
 NH1074  HISTORY     - Date     Condition        Report By
 NH1074  HISTORY     - 1972     MONUMENTED       NGS
 NH1074  HISTORY     - 1973     GOOD             BRADY
 NH1074  HISTORY     - 1977     GOOD             NGS
 NH1074
 NH1074                          STATION DESCRIPTION
 NH1074
 NH1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 NH1074'THE UNDERGROUND STATION MARK AND NO. 2 AZIMUTH MARK WERE FOUND
 NH1074'IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND LEANING.
 NH1074'THE REFERENCE MARKS WERE NOT FOUND AND ASSUMED TO HAVE BEEN
 NH1074'DESTROYED.  A NEW SURFACE STATION MARK WAS SET HOLDING THE
 NH1074'UNDERGROUND POINT.  REFERENCE MARKS 4 AND 5 WERE SET.  THE
 NH1074'DIRECTION TO THE SPIRE DID NOT CHECK AND THIS IS ASSUMED
 NH1074'TO BE AN ERROR IN THE PREVIOUS RECOVERY NOTE SINCE THE CHURCH
 NH1074'WAS VISITED AND ACCORDING TO A MEMBER THERE HAS BEEN NO
 NH1074'WORK OTHER THAN SOME ROOFING ON THE CHURCH.  A NEW
 NH1074'DESCRIPTION FOLLOWS--
 NH1074'
 NH1074'THE STATION IS LOCATED 0.15 MILE WEST OF THE JUNCTION OF
 NH1074'STATE HIGHWAYS 72 AND 58 AT THE WEST EDGE OF HOFFMAN ESTATES,
 NH1074'ON ROAD RIGHT-OF-WAY, 10 FEET SOUTH OF A FENCE, 86 FEET NORTH
 NH1074'OF THE CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY 72, 35 FEET
 NH1074'EAST OF A METAL UTILITY COVER AND SURROUNDED BY 3 METAL WITNESS
 NH1074'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GOLF
 NH1074'1956 1972.
 NH1074'
 NH1074'REFERENCE MARK 4 IS 1 FOOT SOUTH OF THE FENCE, 1 FOOT WEST OF
 NH1074'A METAL WITNESS POST AND 95 FEET NORTH OF THE CENTERLINE
 NH1074'OF THE WEST BOUND LANE.  THE MONUMENT PROJECTS 4 INCHES AND
 NH1074'THE DISK IS STAMPED GOLF 1956 NO 4 1972.
 NH1074'
 NH1074'REFERENCE MARK 5 IS 1 FOOT SOUTH OF THE FENCE, 1 FOOT EAST
 NH1074'OF A METAL WITNESS POST, 95 FEET NORTH OF THE CENTERLINE OF
 NH1074'THE WEST BOUND LANE AND 21 FEET NORTHEAST OF THE METAL COVER.
 NH1074'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED GOLF
 NH1074'1956 NO 5 1972.
 NH1074'
 NH1074'THE AZIMUTH MARK IS 0.4 MILE WEST ALONG HIGHWAY 72 FROM THE
 NH1074'STATION, 2 FEET NORTH OF A POWER POLE, 22 FEET NORTHEAST OF
 NH1074'A 20 INCH TREE, 74 FEET SOUTH OF THE CENTERLINE OF THE EAST
 NH1074'BOUND LANE OF THE HIGHWAY AND 36 FEET EAST OF THE CENTERLINE
 NH1074'OF A DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1074'GOLF 1956 AZ 2 1966.
 NH1074'
 NH1074'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1074'
 NH1074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2
 NH1074'MILE WEWT OF HOFFMAN ESTATES
 NH1074
 NH1074                          STATION RECOVERY (1973)
 NH1074
 NH1074'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1973 (JJ)
 NH1074'GOLF 1972/1956-GOOD
 NH1074'
 NH1074'GOLF 1956 AZ 2 1966-GOOD
 NH1074'
 NH1074'GOLF NO. 4 1972/1956-GOOD
 NH1074'
 NH1074'GOLF NO. 5 1972/1956-GOOD
 NH1074
 NH1074                          STATION RECOVERY (1977)
 NH1074
 NH1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NH1074'STATION MARK, RM 5 AND THE 1966 AZIMUTH MARK WERE RECOVERED IN GOOD
 NH1074'CONDITION.  RM 4 FOUND LOOSE IN THE GROUND AND DESTROYED.  REFERENCE
 NH1074'MARK 6 WAS ESTABLISHED AT THIS TIME.  THE ANGLE AZIMUTH MARK 2 TO THE
 NH1074'HOFFMAN ESTATES CHURCH CROSS SPIRE MISSED THE 1966 DIRECTION BY 14.3
 NH1074'SECONDS.  POLARIS WAS OBSERVED TO VERIFY THIS.
 NH1074'
 NH1074'THE 1972 DESCRIPTION AND TO REACH ARE ADEQUATE TO REACH AND LOCATE
 NH1074'STATION.
 NH1074'
 NH1074'REFERENCE MARK 6 IS A 3 FOOT ALUMINUM MARK, IT IS 70 FEET NORTH OF
 NH1074'THE CENTERLINE OF STATE HIGHWAY 72, 2 FEET EAST OF A METAL WITNESS
 NH1074'POST, 1 FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0928 ***********************************************************************
 LC0928  DESIGNATION -  GOOD
 LC0928  PID         -  LC0928
 LC0928  STATE/COUNTY-  IL/WOODFORD
 LC0928  USGS QUAD   -  EUREKA (1979)
 LC0928
 LC0928                         *CURRENT SURVEY CONTROL
 LC0928  ___________________________________________________________________
 LC0928* NAD 83(1997)-  40 37 38.22483(N)    089 17 55.97892(W)     ADJUSTED  
 LC0928* NAVD 88     -       225.343  (meters)     739.31   (feet)  ADJUSTED  
 LC0928  ___________________________________________________________________
 LC0928  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 LC0928  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LC0928  DYNAMIC HT  -         225.239 (meters)     738.97  (feet)  COMP
 LC0928  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 LC0928
 LC0928  HORZ ORDER  -  SECOND
 LC0928  VERT ORDER  -  SECOND    CLASS 0
 LC0928
 LC0928.The horizontal coordinates were established by classical geodetic methods
 LC0928.and adjusted by the National Geodetic Survey in October 1999..
 LC0928
 LC0928.The orthometric height was determined by differential leveling
 LC0928.and adjusted by the National Geodetic Survey in June 1991..
 LC0928
 LC0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0928
 LC0928.The geoid height was determined by GEOID03.
 LC0928
 LC0928.The dynamic height is computed by dividing the NAVD 88
 LC0928.geopotential number by the normal gravity value computed on the
 LC0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0928.degrees latitude (g = 980.6199 gals.).
 LC0928
 LC0928.The modeled gravity was interpolated from observed gravity values.
 LC0928
 LC0928;                    North         East     Units Scale Factor Converg.
 LC0928;SPC IL W     -   439,999.840   773,416.981   MT  1.00000750   +0 33 54.3
 LC0928;SPC IL W     - 1,443,566.14  2,537,452.21   sFT  1.00000750   +0 33 54.3
 LC0928;SPC IL E     -   440,100.900   218,308.852   MT  1.00005711   -0 37 43.5
 LC0928;SPC IL E     - 1,443,897.70    716,234.96   sFT  1.00005711   -0 37 43.5
 LC0928;UTM  16      - 4,499,924.036   305,567.381   MT  1.00006534   -1 29 50.5
 LC0928
 LC0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0928!SPC IL W     -   0.99996974  x   1.00000750  =   0.99997724
 LC0928!SPC IL E     -   0.99996974  x   1.00005711  =   1.00002685
 LC0928!UTM  16      -   0.99996974  x   1.00006534  =   1.00003508
 LC0928
 LC0928|---------------------------------------------------------------------|
 LC0928| PID    Reference Object                     Distance      Geod. Az  |
 LC0928|                                                           dddmmss.s |
 LC0928| LC0929 GOOD RM 2                            14.114 METERS 25550     |
 LC0928| CI7471 GOOD AZ MK                                         3563614.9 |
 LC0928| LC0927 GOOD RM 1                            15.422 METERS 35906     |
 LC0928|---------------------------------------------------------------------|
 LC0928
 LC0928                          SUPERSEDED SURVEY CONTROL
 LC0928
 LC0928  NAD 83(1986)-  40 37 38.23796(N)    089 17 55.98190(W) AD(       ) 2
 LC0928  NAD 27      -  40 37 38.10330(N)    089 17 55.66850(W) AD(       ) 2
 LC0928  NGVD 29 (??/??/92)  225.416  (m)          739.55   (f) ADJ UNCH    2 0
 LC0928
 LC0928.Superseded values are not recommended for survey control.
 LC0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0928.See file dsdata.txt to determine how the superseded data were derived.
 LC0928
 LC0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0556799924(NAD 83)
 LC0928_MARKER: DS = TRIANGULATION STATION DISK
 LC0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0928_STAMPING: GOOD 1959
 LC0928_MARK LOGO: CGS   
 LC0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0928+STABILITY: SURFACE MOTION
 LC0928
 LC0928  HISTORY     - Date     Condition        Report By
 LC0928  HISTORY     - 1959     MONUMENTED       CGS
 LC0928  HISTORY     - 1959     GOOD             CGS
 LC0928  HISTORY     - 1980     GOOD             NGS
 LC0928  HISTORY     - 1980     GOOD             NGS
 LC0928  HISTORY     - 19800615 GOOD             NGS
 LC0928  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC0928
 LC0928                          STATION DESCRIPTION
 LC0928
 LC0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0928'THE STATION IS LOCATED ABOUT 1-3/4 MILES EAST OF DEERCREEK
 LC0928'AND 1-1/4 MILES WEST OF GOODFIELD.
 LC0928'
 LC0928'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150
 LC0928'AND STATE HIGHWAY 117 IN GOODFIELD, GO WEST ON U.S. HIGHWAY
 LC0928'150 FOR 1.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT ON SURFACED
 LC0928'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT JUST AFTER
 LC0928'CROSSING RAILROAD TRACK.
 LC0928'
 LC0928'STATION MARK, A STANDARD DISK STAMPED GOOD 1959, IS SET IN
 LC0928'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 LC0928'MARK IS 48 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK,
 LC0928'24 FEET EAST OF THE APPROXIMATE CENTER OF THE SURFACED ROAD,
 LC0928'9 FEET NORTH OF A POWER POLE, 3 FEET SOUTHWEST OF A ROAD
 LC0928'RIGHT-OF-WAY MARKER NO. 102TR AND 2.7 FEET WEST OF A WITNESS
 LC0928'POST AND A FENCE LINE.
 LC0928'
 LC0928'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED GOOD NO. 1
 LC0928'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0928'2 INCHES.  THE MARK IS 66 FEET SOUTH OF A POWER POLE WITH
 LC0928'A TRANSFORMER, 23 FEET EAST OF THE APPROXIMATE CENTER OF
 LC0928'THE SURFACED ROAD AND 2 FEET WEST OF A FENCE LINE.
 LC0928'
 LC0928'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED GOOD NO. 2
 LC0928'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 LC0928'WITH THE SURFACE OF THE GROUND.  THE MARK IS 37 FEET NORTH
 LC0928'OF THE NORTH RAIL OF THE RAILROAD TRACK, 36.6 FEET SOUTHEAST
 LC0928'OF A LARGE MAPLE TREE AND 23.6 FEET WEST OF THE APPROXIMATE
 LC0928'CENTER OF THE SURFACED ROAD.
 LC0928'
 LC0928'AZIMUTH MARK, A STANDARD DISK STAMPED GOOD 1959, IS SET IN
 LC0928'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 LC0928'MARK IS 74 FEET NORTHWEST OF THE JUNCTION OF THE SURFACED ROAD
 LC0928'AND A DRIVEWAY LEADING EAST, 19.5 FEET WEST OF THE APPROXIMATE
 LC0928'CENTER OF THE SURFACED ROAD, 1.8 FEET SOUTH OF A WITNESS
 LC0928'POST AND 6 INCHES EAST OF A FENCE LINE.
 LC0928'
 LC0928'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 LC0928'THE SURFACED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LC0928'LEFT AS DESCRIBED.
 LC0928
 LC0928                          STATION RECOVERY (1959)
 LC0928
 LC0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0928'1.8 MI E FROM DEER CREEK.
 LC0928'ABOUT 0.2 MILES EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LC0928'DEER CREEK, THENCE 0.1 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 LC0928'1.45 MILES EAST ALONG U.S. HIGHWAY 150, AT THE JUNCTION OF AN
 LC0928'ASPHALT ROAD NORTH, 134 FEET NORTH OF THE CENTER LINE OF THE
 LC0928'HIGHWAY, 47 1/2 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 LC0928'23 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 3 FEET WEST
 LC0928'OF A FENCE, 9 1/2 FEET NORTH-NORTHWEST OF A FENCE CORNER, 8 1/2
 LC0928'FEET NORTH OF POWER POLE NUMBER 6-188, 2.7 FEET WEST OF A METAL
 LC0928'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 LC0928'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE
 LC0928'MARK MAY BE REACHED FROM GOODFIELD, WOODFORD COUNTY, BY GOING
 LC0928'WEST ALONG U.S. HIGHWAY 150 FOR 1.25 MILES FROM ITS JUNCTION
 LC0928'WITH STATE HIGHWAY 117.
 LC0928
 LC0928                          STATION RECOVERY (1980)
 LC0928
 LC0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LC0928'STATION MARK, RM 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION AS
 LC0928'DESCRIBED.  THE DISTANCE AND DIRECTION TO THE MARKS CHECKED.
 LC0928'
 LC0928'THE PREVIOUS DESCRIPTION AND TOO REACH ARE ADEQUATE.
 LC0928
 LC0928                          STATION RECOVERY (1980)
 LC0928
 LC0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC0928'RECOVERED IN GOOD CONDITION.
 LC0928
 LC0928                          STATION RECOVERY (1980)
 LC0928
 LC0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LC0928'STATION MARK RM 1, 2 AND THE AZ MK FOUND IN GOOD CONDITION AS
 LC0928'DESCRIBED.  THE DISTANCE AND DIRECTION TO MARKS CHECKED.  THE PREVIOUS
 LC0928'DESCRIPTION AND TOO REACH ARE ADEQUATE
 LC0928
 LC0928                          STATION RECOVERY (1998)
 LC0928
 LC0928'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2312 ***********************************************************************
 LB2312  DESIGNATION -  GOOD RESET
 LB2312  PID         -  LB2312
 LB2312  STATE/COUNTY-  IL/IROQUOIS
 LB2312  USGS QUAD   -  WELLINGTON (1977)
 LB2312
 LB2312                         *CURRENT SURVEY CONTROL
 LB2312  ___________________________________________________________________
 LB2312* NAD 83(1997)-  40 34 29.49339(N)    087 41 35.54100(W)     ADJUSTED  
 LB2312* NAVD 88     -       206.9    (meters)     679.     (feet)  GPS OBS   
 LB2312  ___________________________________________________________________
 LB2312  X           -     195,276.814 (meters)                     COMP
 LB2312  Y           -  -4,847,632.883 (meters)                     COMP
 LB2312  Z           -   4,126,790.619 (meters)                     COMP
 LB2312  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LB2312  ELLIP HEIGHT-         174.03  (meters)          (02/03/05) GPS OBS
 LB2312  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LB2312
 LB2312  HORZ ORDER  -  FIRST
 LB2312  ELLP ORDER  -  FOURTH    CLASS II
 LB2312
 LB2312.The horizontal coordinates were established by GPS observations
 LB2312.and adjusted by the AMERICAN SURVEYING in March 2003..
 LB2312
 LB2312.The orthometric height was determined by GPS observations and a
 LB2312.high-resolution geoid model.
 LB2312
 LB2312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2312
 LB2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2312
 LB2312.The ellipsoidal height was determined by GPS observations
 LB2312.and is referenced to NAD 83.
 LB2312
 LB2312.The geoid height was determined by GEOID03.
 LB2312
 LB2312;                    North         East     Units Scale Factor Converg.
 LB2312;SPC IL E     -   434,028.125   354,200.635   MT  1.00001115   +0 24 59.0
 LB2312;SPC IL E     - 1,423,973.94  1,162,073.25   sFT  1.00001115   +0 24 59.0
 LB2312;UTM  16      - 4,491,795.023   441,327.114   MT  0.99964237   -0 27 03.2
 LB2312
 LB2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2312!SPC IL E     -   0.99997270  x   1.00001115  =   0.99998385
 LB2312!UTM  16      -   0.99997270  x   0.99964237  =   0.99961508
 LB2312
 LB2312|---------------------------------------------------------------------|
 LB2312| PID    Reference Object                     Distance      Geod. Az  |
 LB2312|                                                           dddmmss.s |
 LB2312| CM3561 GOOD RM 1                            13.290 METERS 00755     |
 LB2312| CM3563 GOOD RM 3                             9.468 METERS 08236     |
 LB2312| CM3562 GOOD RM 2                             6.980 METERS 26604     |
 LB2312| CM3564 GOOD RM 4                            19.452 METERS 27325     |
 LB2312| CM3560 GOOD AZ MK                                         3465005.1 |
 LB2312| LB2316 MILFORD MUNICIPAL TANK              APPROX. 5.8 KM 3571316.8 |
 LB2312| LB2313 MILFORD CANNING CO WATER TANK       APPROX. 6.4 KM 3591714.2 |
 LB2312|---------------------------------------------------------------------|
 LB2312
 LB2312                          SUPERSEDED SURVEY CONTROL
 LB2312
 LB2312  ELLIP H (03/04/03)  174.00   (m)                       GP(       ) 4 2
 LB2312  NAD 83(1997)-  40 34 29.49169(N)    087 41 35.53662(W) AD(       ) 3
 LB2312  NAD 83(1997)-  40 34 29.49188(N)    087 41 35.53796(W) AD(       ) 3
 LB2312  NAD 83(1986)-  40 34 29.50066(N)    087 41 35.54504(W) AD(       ) 3
 LB2312  NAD 27      -  40 34 29.36610(N)    087 41 35.43780(W) AD(       ) 3
 LB2312
 LB2312.Superseded values are not recommended for survey control.
 LB2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2312.See file dsdata.txt to determine how the superseded data were derived.
 LB2312
 LB2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4132791795(NAD 83)
 LB2312_MARKER: DS = TRIANGULATION STATION DISK
 LB2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2312_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2312+STABILITY: SURFACE MOTION
 LB2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2312+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LB2312
 LB2312  HISTORY     - Date     Condition        Report By
 LB2312  HISTORY     - 1955     MONUMENTED       CGS
 LB2312  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LB2312  HISTORY     - 1970     GOOD             LOCENG
 LB2312  HISTORY     - 200205   GOOD             ASCPC
 LB2312
 LB2312                          STATION DESCRIPTION
 LB2312
 LB2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2312'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF MILFORD ON THE SOUTH
 LB2312'SIDE OF AN EAST-WEST GRAVELED ROAD AND ON ROAD RIGHT-OF-WAY.  IT IS
 LB2312'23 FEET SOUTH OF THE CENTER OF GRAVELED ROAD, 4 FEET EAST OF A
 LB2312'WHITE WITNESS POST AND 2 FEET NORTH OF FENCE LINE.  THE MARK IS
 LB2312'FLUSH AND THE DISK IS STAMPED GOOD 1955.
 LB2312'
 LB2312'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF GRAVELED ROAD
 LB2312'AND 1 FOOT SOUTH OF FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 LB2312'DISK IS STAMPED GOOD NO. 1 1955.
 LB2312'
 LB2312'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE CENTER OF GRAVELED ROAD
 LB2312'AND 1 FOOT NORTH OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 LB2312'STAMPED GOOD NO. 2 1955.
 LB2312'
 LB2312'THE AZIMUTH MARK IS 52 FEET WEST OF THE CENTER OF STATE HIGHWAY 1, 4
 LB2312'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF FENCE LINE.
 LB2312'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GOOD 1955.
 LB2312'
 LB2312'TO REACH THE STATION FROM THE INTERSECTION OF JONES AND CHICAGO
 LB2312'STREETS IN MILFORD (CHICAGO STREET IS STATE HIGHWAY 1), GO SOUTH ON
 LB2312'STATE HIGHWAY 1 FOR 3.4 MILES TO THE AZIMUTH MARK ON THE WEST SIDE
 LB2312'AS DESCRIBED.  CONTINUE SOUTH ON HIGHWAY FOR 0.25 MILE TO CROSSROAD,
 LB2312'TURN LEFT AND GO EAST FOR 0.05 MILE TO THE STATION ON THE SOUTH SIDE
 LB2312'AS DESCRIBED.
 LB2312'
 LB2312'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LB2312
 LB2312                          STATION RECOVERY (1968)
 LB2312
 LB2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2312'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 LB2312'REFERENCE MARK WAS FOUND UPROOTED AND IN A HEDGE ROW ABOUT 125 FEET
 LB2312'SOUTHWEST OF ITS ORIGINAL POSITION.  THE DISK WAS SALVAGED.
 LB2312'REFERENCE MARK 2 WAS IN A CULTIVATED FIELD AND HAS BEEN KNOCKED OUT
 LB2312'OF POSITION BY FARM EQUIPMENT.  THE DISK WAS SALVAGED.  THE STATION
 LB2312'MARK IS IN THE NORTH EDGE OF A CULTIVATED FIELD AND BOTH THE
 LB2312'SURFACE AND UNDERGROUND MARKS WERE LOWERED HOLDING THE
 LB2312'ORIGINAL POSITION.  A NEW DESCRIPTION FOLLOWS.
 LB2312'
 LB2312'STATION IS LOCATED ABOUT 3 MILES SOUTH OF MILFORD AND THOUGHT TO BE
 LB2312'ON ROAD RIGHT-OF-WAY.  IT IS 243 FEET EAST OF THE INTERSECTION OF
 LB2312'STATE HIGHWAY 1 AND A GRAVEL CROSSROAD, 108 FEET EAST OF A
 LB2312'NORTH-SOUTH ROW OF HEDGE TREES, 32 FEET WEST OF A METAL WITNESS
 LB2312'POST AND 23 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD.  THE
 LB2312'MONUMENT IS 18 INCHES BELOW THE SURFACE AND BOTH THE SURFACE AND
 LB2312'UNDERGROUND DISK ARE STAMPED GOOD 1955 1968.
 LB2312'
 LB2312'TO REACH THE STATION FROM THE INTERSECTION OF JONES AND CHICAGO
 LB2312'STREETS IN MILFORD, GO SOUTH ON CHICAGO STREET (STATE HIGHWAY) FOR
 LB2312'3.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON
 LB2312'HIGHWAY 1 FOR 0.25 MILE TO A GRAVELED CROSSROAD AND THE STATION.
 LB2312'
 LB2312'REFERENCE MARK 3 IS 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1
 LB2312'FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 LB2312'DISK IS STAMPED GOOD 1955 NO. 3 1968.
 LB2312'
 LB2312'REFERENCE MARK 4 IS 179 FEET EAST OF THE INTERSECTION, 44 FEET EAST
 LB2312'OF THE HEDGE ROW AND 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 LB2312'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GOOD 1955 NO. 4 1968.
 LB2312'
 LB2312'THE AZIMUTH MARK IS 52 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 9
 LB2312'FEET NORTH OF THE CENTERLINE OF A FIELD ENTRANCE ROAD, 1 FOOT EAST
 LB2312'OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 LB2312'STAMPED GOOD 1955.
 LB2312'
 LB2312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH OF MILFORD
 LB2312'3 MILES.
 LB2312'
 LB2312'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2312
 LB2312                          STATION RECOVERY (1970)
 LB2312
 LB2312'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JR)
 LB2312'GOOD 1955 IN GOOD CONDITION.
 LB2312'
 LB2312'GOOD NO. 3 1955 IN GOOD CONDITION.
 LB2312'
 LB2312'GOOD NO. 4 1955 IN GOOD CONDITION.
 LB2312'
 LB2312'AZ. MARK GOOD 1955 IN GOOD CONDITION.
 LB2312
 LB2312                          STATION RECOVERY (2002)
 LB2312
 LB2312'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LB2312'RECOVERED AS DESCRIBED
 LB2312' 
 LB2312' 
 LB2312'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0927 ***********************************************************************
 LC0927  DESIGNATION -  GOOD RM 1
 LC0927  PID         -  LC0927
 LC0927  STATE/COUNTY-  IL/WOODFORD
 LC0927  USGS QUAD   -  EUREKA (1979)
 LC0927
 LC0927                         *CURRENT SURVEY CONTROL
 LC0927  ___________________________________________________________________
 LC0927* NAD 83(1986)-  40 37 38.     (N)    089 17 55.     (W)     SCALED    
 LC0927* NAVD 88     -       225.580  (meters)     740.09   (feet)  ADJUSTED  
 LC0927  ___________________________________________________________________
 LC0927  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LC0927  DYNAMIC HT  -         225.476 (meters)     739.75  (feet)  COMP
 LC0927  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 LC0927
 LC0927  VERT ORDER  -  SECOND    CLASS 0
 LC0927
 LC0927.The horizontal coordinates were scaled from a topographic map and have
 LC0927.an estimated accuracy of +/- 6 seconds.
 LC0927
 LC0927.The orthometric height was determined by differential leveling
 LC0927.and adjusted by the National Geodetic Survey in June 1991..
 LC0927
 LC0927.The geoid height was determined by GEOID03.
 LC0927
 LC0927.The dynamic height is computed by dividing the NAVD 88
 LC0927.geopotential number by the normal gravity value computed on the
 LC0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0927.degrees latitude (g = 980.6199 gals.).
 LC0927
 LC0927.The modeled gravity was interpolated from observed gravity values.
 LC0927
 LC0927;                    North         East    Units  Estimated Accuracy
 LC0927;SPC IL W     -   439,990.      773,440.      MT  (+/- 180 meters Scaled)
 LC0927
 LC0927                          SUPERSEDED SURVEY CONTROL
 LC0927
 LC0927  NGVD 29 (??/??/92)  225.653  (m)          740.33   (f) ADJ UNCH    2 0
 LC0927
 LC0927.Superseded values are not recommended for survey control.
 LC0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0927.See file dsdata.txt to determine how the superseded data were derived.
 LC0927
 LC0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK055999(NAD 83)
 LC0927_MARKER: DR = REFERENCE MARK DISK
 LC0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0927_STAMPING: GOOD NO 1 1959
 LC0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0927+STABILITY: SURFACE MOTION
 LC0927
 LC0927  HISTORY     - Date     Condition        Report By
 LC0927  HISTORY     - 1959     MONUMENTED       CGS
 LC0927  HISTORY     - 1980     GOOD             NGS
 LC0927  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC0927
 LC0927                          STATION DESCRIPTION
 LC0927
 LC0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0927'1.8 MI E FROM DEER CREEK.
 LC0927'ABOUT 0.2 MILES EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LC0927'DEER CREEK, THENCE 0.1 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 LC0927'1.45 MILES EAST ALONG U.S. HIGHWAY 150, AT THE JUNCTION OF AN
 LC0927'ASPHALT ROAD NORTH, 23 FEET EAST OF THE CENTER LINE OF THE ROAD
 LC0927'NORTH, 184 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 LC0927'WEST OF A FENCE, 60 FEET NORTH OF A FENCE CORNER, 98 FEET NORTH
 LC0927'OF THE NORTH RAIL OF THE RAILROAD, 50.7 FEET NORTH OF
 LC0927'TRIANGULATION STATION GOOD, 50.4 FEET NORTH OF A METAL WITNESS
 LC0927'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN
 LC0927'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC0927
 LC0927                          STATION RECOVERY (1980)
 LC0927
 LC0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC0927'RECOVERED IN GOOD CONDITION.
 LC0927
 LC0927                          STATION RECOVERY (1998)
 LC0927
 LC0927'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0929 ***********************************************************************
 LC0929  DESIGNATION -  GOOD RM 2
 LC0929  PID         -  LC0929
 LC0929  STATE/COUNTY-  IL/WOODFORD
 LC0929  USGS QUAD   -  EUREKA (1979)
 LC0929
 LC0929                         *CURRENT SURVEY CONTROL
 LC0929  ___________________________________________________________________
 LC0929* NAD 83(1986)-  40 37 38.     (N)    089 17 55.     (W)     SCALED    
 LC0929* NAVD 88     -       224.879  (meters)     737.79   (feet)  ADJUSTED  
 LC0929  ___________________________________________________________________
 LC0929  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LC0929  DYNAMIC HT  -         224.776 (meters)     737.45  (feet)  COMP
 LC0929  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 LC0929
 LC0929  VERT ORDER  -  SECOND    CLASS 0
 LC0929
 LC0929.The horizontal coordinates were scaled from a topographic map and have
 LC0929.an estimated accuracy of +/- 6 seconds.
 LC0929
 LC0929.The orthometric height was determined by differential leveling
 LC0929.and adjusted by the National Geodetic Survey in June 1991..
 LC0929
 LC0929.The geoid height was determined by GEOID03.
 LC0929
 LC0929.The dynamic height is computed by dividing the NAVD 88
 LC0929.geopotential number by the normal gravity value computed on the
 LC0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0929.degrees latitude (g = 980.6199 gals.).
 LC0929
 LC0929.The modeled gravity was interpolated from observed gravity values.
 LC0929
 LC0929;                    North         East    Units  Estimated Accuracy
 LC0929;SPC IL W     -   439,990.      773,440.      MT  (+/- 180 meters Scaled)
 LC0929
 LC0929                          SUPERSEDED SURVEY CONTROL
 LC0929
 LC0929  NGVD 29 (??/??/92)  224.953  (m)          738.03   (f) ADJ UNCH    2 0
 LC0929
 LC0929.Superseded values are not recommended for survey control.
 LC0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0929.See file dsdata.txt to determine how the superseded data were derived.
 LC0929
 LC0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK055999(NAD 83)
 LC0929_MARKER: DR = REFERENCE MARK DISK
 LC0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0929_STAMPING: GOOD NO 2 1959
 LC0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0929+STABILITY: SURFACE MOTION
 LC0929
 LC0929  HISTORY     - Date     Condition        Report By
 LC0929  HISTORY     - 1959     MONUMENTED       CGS
 LC0929  HISTORY     - 1980     GOOD             NGS
 LC0929  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC0929
 LC0929                          STATION DESCRIPTION
 LC0929
 LC0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0929'1.8 MI E FROM DEER CREEK.
 LC0929'ABOUT 0.2 MILES EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LC0929'DEER CREEK, THENCE 0.1 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 LC0929'1.45 MILES EAST ALONG U.S. HIGHWAY 150, AT THE JUNCTION OF AN
 LC0929'ASPHALT ROAD NORTH, 123 FEET NORTH OF THE CENTER LINE OF THE
 LC0929'HIGHWAY, 23 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 37
 LC0929'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 100 FEET SOUTHEAST
 LC0929'OF THE SOUTHEAST CORNER OF A HOUSE, 46.3 FEET WEST OF
 LC0929'TRIANGULATION STATION GOOD, 35 FEET SOUTH-SOUTHEAST OF A 40-INCH
 LC0929'MAPLE TREE, 49.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 LC0929'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0929'1 INCH.
 LC0929
 LC0929                          STATION RECOVERY (1980)
 LC0929
 LC0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC0929'RECOVERED IN GOOD CONDITION.
 LC0929
 LC0929                          STATION RECOVERY (1998)
 LC0929
 LC0929'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0932 ***********************************************************************
 LC0932  DESIGNATION -  GOODFIELD
 LC0932  PID         -  LC0932
 LC0932  STATE/COUNTY-  IL/WOODFORD
 LC0932  USGS QUAD   -  EUREKA (1979)
 LC0932
 LC0932                         *CURRENT SURVEY CONTROL
 LC0932  ___________________________________________________________________
 LC0932* NAD 83(1997)-  40 37 35.01768(N)    089 16 29.90951(W)     ADJUSTED  
 LC0932* NAVD 88     -       228.040  (meters)     748.16   (feet)  ADJUSTED  
 LC0932  ___________________________________________________________________
 LC0932  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 LC0932  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LC0932  DYNAMIC HT  -         227.935 (meters)     747.82  (feet)  COMP
 LC0932  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 LC0932
 LC0932  HORZ ORDER  -  SECOND
 LC0932  VERT ORDER  -  SECOND    CLASS 0
 LC0932
 LC0932.The horizontal coordinates were established by classical geodetic methods
 LC0932.and adjusted by the National Geodetic Survey in October 1999..
 LC0932
 LC0932.The orthometric height was determined by differential leveling
 LC0932.and adjusted by the National Geodetic Survey in June 1991..
 LC0932
 LC0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0932
 LC0932.The geoid height was determined by GEOID03.
 LC0932
 LC0932.The dynamic height is computed by dividing the NAVD 88
 LC0932.geopotential number by the normal gravity value computed on the
 LC0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0932.degrees latitude (g = 980.6199 gals.).
 LC0932
 LC0932.The modeled gravity was interpolated from observed gravity values.
 LC0932
 LC0932;                    North         East     Units Scale Factor Converg.
 LC0932;SPC IL W     -   439,921.139   775,440.708   MT  1.00001120   +0 34 50.3
 LC0932;SPC IL W     - 1,443,307.94  2,544,091.72   sFT  1.00001120   +0 34 50.3
 LC0932;SPC IL E     -   439,980.048   220,330.593   MT  1.00005310   -0 36 47.4
 LC0932;SPC IL E     - 1,443,501.21    722,867.95   sFT  1.00005310   -0 36 47.4
 LC0932;UTM  16      - 4,499,772.550   307,587.068   MT  1.00005573   -1 28 54.3
 LC0932
 LC0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0932!SPC IL W     -   0.99996931  x   1.00001120  =   0.99998051
 LC0932!SPC IL E     -   0.99996931  x   1.00005310  =   1.00002241
 LC0932!UTM  16      -   0.99996931  x   1.00005573  =   1.00002504
 LC0932
 LC0932|---------------------------------------------------------------------|
 LC0932| PID    Reference Object                     Distance      Geod. Az  |
 LC0932|                                                           dddmmss.s |
 LC0932| LC0930 PT STA 73 F                         160.175 METERS 00545     |
 LC0932| LC1886 GOODFIELD 2                         181.446 METERS 00547     |
 LC0932| LC1883 GOODFIELD SINC PLINE MICROWAVE      APPROX. 1.7 KM 0140153.7 |
 LC0932| LC0934 GOODFIELD AZ MK                                    0693531.1 |
 LC0932| LC0933 GOODFIELD RM 2                       12.756 METERS 10713     |
 LC0932| LC0931 GOODFIELD RM 1                       19.220 METERS 35733     |
 LC0932|---------------------------------------------------------------------|
 LC0932
 LC0932                          SUPERSEDED SURVEY CONTROL
 LC0932
 LC0932  NAD 83(1986)-  40 37 35.03078(N)    089 16 29.91214(W) AD(       ) 2
 LC0932  NAD 27      -  40 37 34.89640(N)    089 16 29.59990(W) AD(       ) 2
 LC0932  NGVD 29 (??/??/92)  228.112  (m)          748.40   (f) ADJ UNCH    2 0
 LC0932
 LC0932.Superseded values are not recommended for survey control.
 LC0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0932.See file dsdata.txt to determine how the superseded data were derived.
 LC0932
 LC0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0758799773(NAD 83)
 LC0932_MARKER: DS = TRIANGULATION STATION DISK
 LC0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0932_STAMPING: GOODFIELD 1959
 LC0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0932+STABILITY: SURFACE MOTION
 LC0932
 LC0932  HISTORY     - Date     Condition        Report By
 LC0932  HISTORY     - 1959     MONUMENTED       CGS
 LC0932  HISTORY     - 1959     GOOD             CGS
 LC0932  HISTORY     - 1961     GOOD             CGS
 LC0932  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0932  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0932
 LC0932                          STATION DESCRIPTION
 LC0932
 LC0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0932'STATION IS LOCATED ABOUT 3 MILES EAST OF DEER CREEK AND 0.1
 LC0932'MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY NO. 150 AND STATE
 LC0932'HIGHWAY NO. 117 IN GOODFIELD.
 LC0932'
 LC0932'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 150 AND STATE
 LC0932'HIGHWAY NO. 117 IN GOODFIELD, GO SOUTH ON GRAVELED ROAD
 LC0932'FOR 0.1 MILE TO STATION ON RIGHT AS DESCRIBED.
 LC0932'
 LC0932'STATION MARK, IS A STANDARD DISK STAMPED GOODFIELD 1959,
 LC0932'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 LC0932'3 INCHES.  THE MARK IS 20.5 FEET WEST OF CENTER OF ROAD, 3
 LC0932'FEET EAST OF FENCE AND 2.4 FEET EAST OF WITNESS POST.
 LC0932'
 LC0932'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED GOODFIELD
 LC0932'NO. 1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0932'PROJECTS ABOUT 4 INCHES.  THE MARK IS 21.5 FEET WEST OF CENTER
 LC0932'OF ROAD, 2 FEET SOUTH OF TELEPHONE POLE AND 1 FOOT EAST OF
 LC0932'FENCE.
 LC0932'
 LC0932'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED GOODFIELD
 LC0932'NO. 2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0932'PROJECTS ABOUT 5 INCHES.  THE MARK IS 20 FEET EAST OF CENTER
 LC0932'OF ROAD AND 1 FOOT WEST OF FENCE.
 LC0932'
 LC0932'AZIMUTH MARK, A STANDARD DISK STAMPED GOODFIELD 1959, IS
 LC0932'SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 LC0932'2 INCHES.  THE MARK IS 36 FEET EAST OF TELEPHONE POLE, 31
 LC0932'FEET NORTH OF CENTER OF U.S. HIGHWAY NO. 150, 2 FEET SOUTH
 LC0932'OF FENCE AND 1.6 FEET SOUTH OF WITNESS POST.
 LC0932'
 LC0932'TO REACH AZIMUTH MARK FROM STATION GO NORTH ON GRAVELED ROAD
 LC0932'FOR 0.1 MILE TO JUNCTION OF U.S. HIGHWAY NO. 150 AND STATE
 LC0932'HIGHWAY NO. 117 IN GOODFIELD, TURN RIGHT ON U.S. HIGHWAY
 LC0932'NO. 150 AND GO EAST FOR 0.2 MILE TO AZIMUTH MARK ON LEFT AS
 LC0932'DESCRIBED.
 LC0932'
 LC0932'THE (USGS) MARK IS SET IN A 6 INCH SQUARE CONCRETE POST WHICH
 LC0932'PROJECTS ABOUT 7 INCHES AND THE DISK IS STAMPED PT STA NO
 LC0932'73F 1925.  THE MARK IS 44 FEET EAST OF THE CENTER OF STATE
 LC0932'HIGHWAY NO. 117, 33 FEET NORTH OF CENTER OF U.S. HIGHWAY
 LC0932'NO. 150, 25 FEET WEST OF TELEPHONE POLE AND 1.6 FEET SOUTH
 LC0932'OF WITNESS POST.  A TRAVERSE CONECTION TO TRIANGULATION STATION
 LC0932'GOODFIELD WAS MEASURED AND THE DISTANCE IS 525.50 FT. OR
 LC0932'160.174 METERS.
 LC0932'
 LC0932'HEIGHT OF LIGHT ABOVE STATION MARK 3.70 METERS.
 LC0932
 LC0932                          STATION RECOVERY (1959)
 LC0932
 LC0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0932'0.1 MI S FROM GOODFIELD.
 LC0932'ABOUT 0.1 MILE SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0932'U.S. HIGHWAY 150 AND STATE HIGHWAY 117, 20 FEET WEST OF THE
 LC0932'CENTER LINE OF THE ROAD, 30 FEET EAST OF A FENCE, 133 FEET
 LC0932'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE SECOND HIGH LINE
 LC0932'TRANSMISSION POWER POLE SOUTH OF U.S. HIGHWAY 150, 66 1/2 FEET
 LC0932'SOUTH OF A POWER POLE, 2.2 FEET EAST OF A METAL WITNESS POST,
 LC0932'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LC0932'CONCRETE POST PROJECTING 2 INCHES.
 LC0932
 LC0932                          STATION RECOVERY (1961)
 LC0932
 LC0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC0932'THE STATION WAS RECOVERED AS DESCRIBED IN 1959 AND ALL MARKS
 LC0932'WERE FOUND TO BE IN GOOD CONDITION.
 LC0932'
 LC0932'THE DISTANCE AND DIRECTION TO ALL MARKS CHECKED AND WERE
 LC0932'FOUND TO BE CORRECT, EXCEPT THAT A SLIGHT DIFFERENCE WAS
 LC0932'FOUND IN THE DIRECTION TO R T 73 F (USGS) 1925.
 LC0932'
 LC0932'THE ORIGINAL DESCRIPTION WAS ADEQUATE.
 LC0932'
 LC0932'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 LC0932'WERE DESTROYED AFTER THE 1961 OBSERVATIONS WERE MADE AND CHECKED.
 LC0932'
 LC0932'THE STATION WAS DESTROYED AND RELOCATED AS REQUESTED BY THE
 LC0932'ILLINOIS STATE HIGHWAY DEPARTMENT TO CLEAR THE WAY FOR WIDENING
 LC0932'OF STATE HIGHWAY 117.
 LC0932'
 LC0932'STATION GOODFIELD 2 WAS ESTABLISHED TO THE NORTH-NORTHEAST
 LC0932'OF THE ORIGINAL STATION.
 LC0932'
 LC0932'TRAVERSE DISTANCE FROM GOODFIELD 2 TO R T 73 F (USGS) 1925
 LC0932'IS 70.15 FEET OR 21.383 METERS.
 LC0932
 LC0932                          STATION RECOVERY (1988)
 LC0932
 LC0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0932'MARK NOT FOUND.
 LC0932
 LC0932                          STATION RECOVERY (1998)
 LC0932
 LC0932'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1886 ***********************************************************************
 LC1886  DESIGNATION -  GOODFIELD 2
 LC1886  PID         -  LC1886
 LC1886  STATE/COUNTY-  IL/WOODFORD
 LC1886  USGS QUAD   -  EUREKA (1979)
 LC1886
 LC1886                         *CURRENT SURVEY CONTROL
 LC1886  ___________________________________________________________________
 LC1886* NAD 83(1997)-  40 37 40.87006(N)    089 16 29.13212(W)     ADJUSTED  
 LC1886* NAVD 88     -       227.9    (meters)     748.     (feet)  GPS OBS   
 LC1886  ___________________________________________________________________
 LC1886  X           -      61,360.286 (meters)                     COMP
 LC1886  Y           -  -4,847,350.449 (meters)                     COMP
 LC1886  Z           -   4,131,286.738 (meters)                     COMP
 LC1886  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 LC1886  ELLIP HEIGHT-         195.43  (meters)          (02/03/05) GPS OBS
 LC1886  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LC1886
 LC1886  HORZ ORDER  -  FIRST
 LC1886  ELLP ORDER  -  FOURTH    CLASS II
 LC1886
 LC1886.The horizontal coordinates were established by GPS observations
 LC1886.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC1886
 LC1886.The orthometric height was determined by GPS observations and a
 LC1886.high-resolution geoid model.
 LC1886
 LC1886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1886
 LC1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1886
 LC1886.The ellipsoidal height was determined by GPS observations
 LC1886.and is referenced to NAD 83.
 LC1886
 LC1886.The geoid height was determined by GEOID03.
 LC1886
 LC1886;                    North         East     Units Scale Factor Converg.
 LC1886;SPC IL W     -   440,101.842   775,457.148   MT  1.00001124   +0 34 50.8
 LC1886;SPC IL W     - 1,443,900.79  2,544,145.66   sFT  1.00001124   +0 34 50.8
 LC1886;SPC IL E     -   440,160.376   220,350.795   MT  1.00005306   -0 36 46.9
 LC1886;SPC IL E     - 1,444,092.83    722,934.23   sFT  1.00005306   -0 36 46.9
 LC1886;UTM  16      - 4,499,952.551   307,610.001   MT  1.00005562   -1 28 53.9
 LC1886
 LC1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1886!SPC IL W     -   0.99996934  x   1.00001124  =   0.99998058
 LC1886!SPC IL E     -   0.99996934  x   1.00005306  =   1.00002240
 LC1886!UTM  16      -   0.99996934  x   1.00005562  =   1.00002496
 LC1886
 LC1886:                Primary Azimuth Mark                     Grid Az
 LC1886:SPC IL W     -  GOODFIELD AZ MK                          100 49 38.7
 LC1886:SPC IL E     -  GOODFIELD AZ MK                          102 01 16.4
 LC1886:UTM  16      -  GOODFIELD AZ MK                          102 53 23.4
 LC1886
 LC1886|---------------------------------------------------------------------|
 LC1886| PID    Reference Object                     Distance      Geod. Az  |
 LC1886|                                                           dddmmss.s |
 LC1886| LC0934 GOODFIELD AZ MK                                    1012429.5 |
 LC1886| LC0931 GOODFIELD RM 1                       14.099 METERS 12632     |
 LC1886| LC0932 GOODFIELD                           181.446 METERS 18547     |
 LC1886| LC0930 PT STA 73 F                          21.272 METERS 18558     |
 LC1886|---------------------------------------------------------------------|
 LC1886
 LC1886                          SUPERSEDED SURVEY CONTROL
 LC1886
 LC1886  ELLIP H (03/04/03)  195.44   (m)                       GP(       ) 4 2
 LC1886  NAD 83(1997)-  40 37 40.87385(N)    089 16 29.13415(W) AD(       ) 2
 LC1886  NAD 83(1986)-  40 37 40.88692(N)    089 16 29.13678(W) AD(       ) 2
 LC1886  NAD 27      -  40 37 40.75260(N)    089 16 28.82450(W) AD(       ) 2
 LC1886  NGVD 29 (07/19/86)  227.88   (m)          747.6    (f) LEVELING    3  
 LC1886
 LC1886.Superseded values are not recommended for survey control.
 LC1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1886.See file dsdata.txt to determine how the superseded data were derived.
 LC1886
 LC1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0761099953(NAD 83)
 LC1886_MARKER: DS = TRIANGULATION STATION DISK
 LC1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LC1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1886+STABILITY: SURFACE MOTION
 LC1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1886+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC1886
 LC1886  HISTORY     - Date     Condition        Report By
 LC1886  HISTORY     - 1961     MONUMENTED       CGS
 LC1886  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC1886  HISTORY     - 200205   GOOD             ASCPC
 LC1886
 LC1886                          STATION DESCRIPTION
 LC1886
 LC1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC1886'THE STATION IS LOCATED IN THE EAST EDGE OF GOODFIELD, IN
 LC1886'THE NORTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 150
 LC1886'AND STATE HIGHWAY 117.
 LC1886'
 LC1886'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK
 LC1886'DISK SET IN TOP OF A 14 INCH SQUARE CONCRETE POST WHICH IS
 LC1886'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED GOODFIELD
 LC1886'2 1961.  THE MARK IS 102.5 FEET NORTH OF THE CENTER OF U.S.
 LC1886'HIGHWAY 150, 51.5 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LC1886'117, 36 FEET SOUTHEAST OF FENCE CORNER, 9 FEET SOUTH OF FENCE
 LC1886'AND 7.6 FEET SOUTH-SOUTHWEST OF WITNESS POST.
 LC1886'
 LC1886'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 LC1886'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 LC1886'WITH THE SURFACE OF GROUND AND IS STAMPED GOODFIELD 2 NO 1 1961.
 LC1886'THE MARK IS 88 FEET EAST OF THE CENTER OF STATE HIGHWAY 117,
 LC1886'75.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 150, 61 FEET
 LC1886'NORTHWEST OF FENCE CORNER AND 45.5 FEET NORTH-NORTHEAST OF
 LC1886'TELEPHONE POLE.
 LC1886'
 LC1886'P T 73 F (USGS) 1925, IS A STANDARD U.S. GEOLOGICAL SURVEY
 LC1886'BENCH MARK DISK SET IN TOP OF A 10 INCH SQUARE CONCRETE POST
 LC1886'WHICH PROJECTS ABOUT 6 INCHES AND IS STAMPED P T 73 F 1925.
 LC1886'THE MARK IS 80 FEET SOUTH OF FENCE, 76.5 FEET SOUTH OF WITNESS
 LC1886'POST, 43 FEET EAST OF CENTER OF STATE HIGHWAY 117, 33 FEET
 LC1886'NORTH OF CENTER OF U.S. HIGHWAY 150, 25 FEET WEST OF TELEPHONE
 LC1886'POLE AND 2 FEET EAST OF A LARGE WHITE POST.
 LC1886'
 LC1886'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF
 LC1886'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC1886'SURFACE OF THE GROUND AND IS STAMPED GOODFIELD 1959.  THE
 LC1886'MARK IS 117.5 FEET WEST OF FENCE CORNER, 36.5 FEET EAST OF
 LC1886'TELEPHONE POLE, 31.5 FEET NORTH OF CENTER OF U.S. HIGHWAY
 LC1886'150, 1.8 FEET SOUTH OF FENCE AND 1.6 FEET SOUTH OF WITNESS
 LC1886'POST.
 LC1886'
 LC1886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 LC1886'HIGHWAY 150 FOR 0.2 MILE TO THE MARK ON (LEFT) NORTH SIDE
 LC1886'OF ROAD AS DESCRIBED.
 LC1886'
 LC1886'NOTE--THE 1959 TRAVERSE DISTANCE FROM GOODFIELD 1959 TO P T
 LC1886'73 F (USGS) 1925 IS 525.50 FEET OR 160.174 METERS.
 LC1886'
 LC1886'THE STATION GOODFIELD 1959 WAS DESTROYED AFTER THE 1961
 LC1886'OBSERVATIONS WERE MADE AS REQUESTED BY THE ILLINOIS STATE
 LC1886'HIGHWAY DEPARTMENT TO CLEAR THE WAY FOR WIDENING OF STATE
 LC1886'HIGHWAY 117.
 LC1886'
 LC1886'TRAVERSE CONNECTION WAS MADE FROM GOODFIELD 2 TO PT 73 F (USGS).
 LC1886'THE DISTANCE IS SHOWN ABOVE.
 LC1886
 LC1886                          STATION RECOVERY (1998)
 LC1886
 LC1886'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1886'MARK NOT FOUND.
 LC1886
 LC1886                          STATION RECOVERY (2002)
 LC1886
 LC1886'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC1886'RECOVERED AS DESCRIBED
 LC1886' 
 LC1886' 
 LC1886'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0934 ***********************************************************************
 LC0934  DESIGNATION -  GOODFIELD AZ MK
 LC0934  PID         -  LC0934
 LC0934  STATE/COUNTY-  IL/WOODFORD
 LC0934  USGS QUAD   -  EUREKA (1979)
 LC0934
 LC0934                         *CURRENT SURVEY CONTROL
 LC0934  ___________________________________________________________________
 LC0934* NAD 83(1986)-  40 37 39.     (N)    089 16 16.     (W)     SCALED    
 LC0934* NAVD 88     -       227.084  (meters)     745.02   (feet)  ADJUSTED  
 LC0934  ___________________________________________________________________
 LC0934  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC0934  DYNAMIC HT  -         226.980 (meters)     744.68  (feet)  COMP
 LC0934  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 LC0934
 LC0934  VERT ORDER  -  SECOND    CLASS 0
 LC0934
 LC0934.The horizontal coordinates were scaled from a topographic map and have
 LC0934.an estimated accuracy of +/- 6 seconds.
 LC0934
 LC0934.The orthometric height was determined by differential leveling
 LC0934.and adjusted by the National Geodetic Survey in June 1991..
 LC0934
 LC0934.The geoid height was determined by GEOID03.
 LC0934
 LC0934.The dynamic height is computed by dividing the NAVD 88
 LC0934.geopotential number by the normal gravity value computed on the
 LC0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0934.degrees latitude (g = 980.6199 gals.).
 LC0934
 LC0934.The modeled gravity was interpolated from observed gravity values.
 LC0934
 LC0934;                    North         East    Units  Estimated Accuracy
 LC0934;SPC IL W     -   440,050.      775,770.      MT  (+/- 180 meters Scaled)
 LC0934
 LC0934                          SUPERSEDED SURVEY CONTROL
 LC0934
 LC0934  NGVD 29 (??/??/92)  227.156  (m)          745.26   (f) ADJ UNCH    2 0
 LC0934
 LC0934.Superseded values are not recommended for survey control.
 LC0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0934.See file dsdata.txt to determine how the superseded data were derived.
 LC0934
 LC0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK079998(NAD 83)
 LC0934_MARKER: DZ = AZIMUTH MARK DISK
 LC0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0934_STAMPING: GOODFIELD 1959
 LC0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0934+STABILITY: SURFACE MOTION
 LC0934
 LC0934  HISTORY     - Date     Condition        Report By
 LC0934  HISTORY     - 1959     MONUMENTED       CGS
 LC0934  HISTORY     - 1988     GOOD             USPSQD
 LC0934  HISTORY     - 19981023 GOOD             USPSQD
 LC0934
 LC0934                          STATION DESCRIPTION
 LC0934
 LC0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0934'0.2 MI E FROM GOODFIELD.
 LC0934'ABOUT 0.2 MILES EAST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC0934'WITH STATE HIGHWAY 117 AT GOODFIELD, AT THE JUNCTION OF A
 LC0934'DRIVEWAY SOUTH TO A FARM HOUSE, 31 FEET NORTH OF THE CENTER
 LC0934'LINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE, 37 FEET EAST OF
 LC0934'A POWER POLE, 119 FEET WEST OF THE WEST END OF A CONCRETE PIPE
 LC0934'CULVERT, 143 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 LC0934'DRIVEWAY, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 LC0934'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0934'3 INCHES.
 LC0934
 LC0934                          STATION RECOVERY (1988)
 LC0934
 LC0934'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0934'RECOVERED IN GOOD CONDITION.
 LC0934
 LC0934                          STATION RECOVERY (1998)
 LC0934
 LC0934'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0931 ***********************************************************************
 LC0931  DESIGNATION -  GOODFIELD RM 1
 LC0931  PID         -  LC0931
 LC0931  STATE/COUNTY-  IL/WOODFORD
 LC0931  USGS QUAD   -  EUREKA (1979)
 LC0931
 LC0931                         *CURRENT SURVEY CONTROL
 LC0931  ___________________________________________________________________
 LC0931* NAD 83(1986)-  40 37 34.     (N)    089 16 29.     (W)     SCALED    
 LC0931* NAVD 88     -       228.206  (meters)     748.71   (feet)  ADJUSTED  
 LC0931  ___________________________________________________________________
 LC0931  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LC0931  DYNAMIC HT  -         228.101 (meters)     748.36  (feet)  COMP
 LC0931  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 LC0931
 LC0931  VERT ORDER  -  SECOND    CLASS 0
 LC0931
 LC0931.The horizontal coordinates were scaled from a topographic map and have
 LC0931.an estimated accuracy of +/- 6 seconds.
 LC0931
 LC0931.The orthometric height was determined by differential leveling
 LC0931.and adjusted by the National Geodetic Survey in June 1991..
 LC0931
 LC0931.The geoid height was determined by GEOID03.
 LC0931
 LC0931.The dynamic height is computed by dividing the NAVD 88
 LC0931.geopotential number by the normal gravity value computed on the
 LC0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0931.degrees latitude (g = 980.6199 gals.).
 LC0931
 LC0931.The modeled gravity was interpolated from observed gravity values.
 LC0931
 LC0931;                    North         East    Units  Estimated Accuracy
 LC0931;SPC IL W     -   439,890.      775,460.      MT  (+/- 180 meters Scaled)
 LC0931
 LC0931                          SUPERSEDED SURVEY CONTROL
 LC0931
 LC0931  NGVD 29 (??/??/92)  228.278  (m)          748.94   (f) ADJ UNCH    2 0
 LC0931
 LC0931.Superseded values are not recommended for survey control.
 LC0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0931.See file dsdata.txt to determine how the superseded data were derived.
 LC0931
 LC0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK076997(NAD 83)
 LC0931_MARKER: DR = REFERENCE MARK DISK
 LC0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0931_STAMPING: GOODFIELD NO 1 1959
 LC0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0931+STABILITY: SURFACE MOTION
 LC0931
 LC0931  HISTORY     - Date     Condition        Report By
 LC0931  HISTORY     - 1959     MONUMENTED       CGS
 LC0931  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0931  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0931
 LC0931                          STATION DESCRIPTION
 LC0931
 LC0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0931'0.1 MI S FROM GOODFIELD.
 LC0931'ABOUT 0.1 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION
 LC0931'WITH U.S. HIGHWAY 150 AND STATE HIGHWAY 117, 21 FEET WEST OF
 LC0931'THE CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A FENCE, 76
 LC0931'FEET SOUTHWEST AND ACROSS THE ROAD FROM THE SECOND HIGH LINE
 LC0931'TRANSMISSION POWER POLE SOUTH OF U.S. HIGHWAY 150, 3 FEET
 LC0931'SOUTH OF A POWER POLE, 63.2 FEET NORTH OF TRIANGULATION STATION
 LC0931'GOODFIELD, 63.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 LC0931'FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0931'POST PROJECTING 4 INCHES.
 LC0931
 LC0931                          STATION RECOVERY (1988)
 LC0931
 LC0931'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0931'MARK NOT FOUND.
 LC0931
 LC0931                          STATION RECOVERY (1998)
 LC0931
 LC0931'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0933 ***********************************************************************
 LC0933  DESIGNATION -  GOODFIELD RM 2
 LC0933  PID         -  LC0933
 LC0933  STATE/COUNTY-  IL/WOODFORD
 LC0933  USGS QUAD   -  EUREKA (1979)
 LC0933
 LC0933                         *CURRENT SURVEY CONTROL
 LC0933  ___________________________________________________________________
 LC0933* NAD 83(1986)-  40 37 34.     (N)    089 16 29.     (W)     SCALED    
 LC0933* NAVD 88     -       228.186  (meters)     748.64   (feet)  ADJUSTED  
 LC0933  ___________________________________________________________________
 LC0933  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LC0933  DYNAMIC HT  -         228.081 (meters)     748.30  (feet)  COMP
 LC0933  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 LC0933
 LC0933  VERT ORDER  -  SECOND    CLASS 0
 LC0933
 LC0933.The horizontal coordinates were scaled from a topographic map and have
 LC0933.an estimated accuracy of +/- 6 seconds.
 LC0933
 LC0933.The orthometric height was determined by differential leveling
 LC0933.and adjusted by the National Geodetic Survey in June 1991..
 LC0933
 LC0933.The geoid height was determined by GEOID03.
 LC0933
 LC0933.The dynamic height is computed by dividing the NAVD 88
 LC0933.geopotential number by the normal gravity value computed on the
 LC0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0933.degrees latitude (g = 980.6199 gals.).
 LC0933
 LC0933.The modeled gravity was interpolated from observed gravity values.
 LC0933
 LC0933;                    North         East    Units  Estimated Accuracy
 LC0933;SPC IL W     -   439,890.      775,460.      MT  (+/- 180 meters Scaled)
 LC0933
 LC0933                          SUPERSEDED SURVEY CONTROL
 LC0933
 LC0933  NGVD 29 (??/??/92)  228.258  (m)          748.88   (f) ADJ UNCH    2 0
 LC0933
 LC0933.Superseded values are not recommended for survey control.
 LC0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0933.See file dsdata.txt to determine how the superseded data were derived.
 LC0933
 LC0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK076997(NAD 83)
 LC0933_MARKER: DR = REFERENCE MARK DISK
 LC0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0933_STAMPING: GOODFIELD NO 2 1959
 LC0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0933+STABILITY: SURFACE MOTION
 LC0933
 LC0933  HISTORY     - Date     Condition        Report By
 LC0933  HISTORY     - 1959     MONUMENTED       CGS
 LC0933  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LC0933  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0933
 LC0933                          STATION DESCRIPTION
 LC0933
 LC0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0933'0.1 MI S FROM GOODFIELD.
 LC0933'ABOUT 0.1 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0933'U.S. HIGHWAY 150 AND STATE HIGHWAY 117, 19 1/2 FEET EAST OF THE
 LC0933'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 140 FEET SOUTH
 LC0933'OF THE SECOND HIGH LINE TRANSMISSION POWER POLE SOUTH OF U.S.
 LC0933'HIGHWAY 150, 90 FEET SOUTHWEST AND ACROSS THE ROAD FROM A
 LC0933'POWER POLE, 41.9 FEET EAST-SOUTHEAST OF TRIANGULATION STATION
 LC0933'GOODFIELD, 44.1 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 LC0933'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 LC0933'OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0933
 LC0933                          STATION RECOVERY (1988)
 LC0933
 LC0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0933'MARK NOT FOUND.
 LC0933
 LC0933                          STATION RECOVERY (1998)
 LC0933
 LC0933'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1883 ***********************************************************************
 LC1883  DESIGNATION -  GOODFIELD SINC PLINE MICROWAVE
 LC1883  PID         -  LC1883
 LC1883  STATE/COUNTY-  IL/WOODFORD
 LC1883  USGS QUAD   -  EUREKA (1979)
 LC1883
 LC1883                         *CURRENT SURVEY CONTROL
 LC1883  ___________________________________________________________________
 LC1883* NAD 83(1997)-  40 38 29.87307(N)    089 16 11.91237(W)     ADJUSTED  
 LC1883* NAVD 88     -                                                        
 LC1883  ___________________________________________________________________
 LC1883  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 LC1883  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC1883
 LC1883  HORZ ORDER  -  THIRD
 LC1883
 LC1883.The horizontal coordinates were established by classical geodetic methods
 LC1883.and adjusted by the National Geodetic Survey in October 1999..
 LC1883
 LC1883
 LC1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1883
 LC1883.The geoid height was determined by GEOID03.
 LC1883
 LC1883;                    North         East     Units Scale Factor Converg.
 LC1883;SPC IL W     -   441,617.458   775,846.420   MT  1.00001196   +0 35 02.6
 LC1883;SPC IL W     - 1,448,873.28  2,545,422.80   sFT  1.00001196   +0 35 02.6
 LC1883;SPC IL E     -   441,667.615   220,771.582   MT  1.00005223   -0 36 36.3
 LC1883;SPC IL E     - 1,449,037.83    724,314.77   sFT  1.00005223   -0 36 36.3
 LC1883;UTM  16      - 4,501,453.239   308,053.593   MT  1.00005352   -1 28 44.2
 LC1883
 LC1883                          SUPERSEDED SURVEY CONTROL
 LC1883
 LC1883  NAD 83(1986)-  40 38 29.88667(N)    089 16 11.91493(W) AD(       ) 4
 LC1883  NAD 27      -  40 38 29.75300(N)    089 16 11.60300(W) AD(       ) 3
 LC1883
 LC1883.Superseded values are not recommended for survey control.
 LC1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1883.See file dsdata.txt to determine how the superseded data were derived.
 LC1883
 LC1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0805401453(NAD 83)
 LC1883_MARKER: 43 = RADIO/TV TOWER
 LC1883
 LC1883  HISTORY     - Date     Condition        Report By
 LC1883  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1883  HISTORY     - 1959     GOOD             CGS
 LC1883  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC1883
 LC1883                          STATION DESCRIPTION
 LC1883
 LC1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1883'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LC1883
 LC1883                          STATION RECOVERY (1998)
 LC1883
 LC1883'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0703 ***********************************************************************
 MF0703  DESIGNATION -  GOODING
 MF0703  PID         -  MF0703
 MF0703  STATE/COUNTY-  IL/LA SALLE
 MF0703  USGS QUAD   -  LA SALLE (1993)
 MF0703
 MF0703                         *CURRENT SURVEY CONTROL
 MF0703  ___________________________________________________________________
 MF0703* NAD 83(1997)-  41 20 19.81513(N)    089 05 54.59297(W)     ADJUSTED  
 MF0703* NAVD 88     -       183.486  (meters)     601.99   (feet)  ADJUSTED  
 MF0703  ___________________________________________________________________
 MF0703  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 MF0703  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0703  DYNAMIC HT  -         183.413 (meters)     601.75  (feet)  COMP
 MF0703  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MF0703
 MF0703  HORZ ORDER  -  SECOND
 MF0703  VERT ORDER  -  FIRST     CLASS I
 MF0703
 MF0703.The horizontal coordinates were established by classical geodetic methods
 MF0703.and adjusted by the National Geodetic Survey in October 1999..
 MF0703
 MF0703.The orthometric height was determined by differential leveling
 MF0703.and adjusted by the National Geodetic Survey in June 1991..
 MF0703
 MF0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0703
 MF0703.The geoid height was determined by GEOID03.
 MF0703
 MF0703.The dynamic height is computed by dividing the NAVD 88
 MF0703.geopotential number by the normal gravity value computed on the
 MF0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0703.degrees latitude (g = 980.6199 gals.).
 MF0703
 MF0703.The modeled gravity was interpolated from observed gravity values.
 MF0703
 MF0703;                    North         East     Units Scale Factor Converg.
 MF0703;SPC IL E     -   518,953.676   235,954.895   MT  1.00002546   -0 30 19.5
 MF0703;SPC IL E     - 1,702,600.52    774,128.68   sFT  1.00002546   -0 30 19.5
 MF0703;SPC IL W     -   519,204.149   789,404.158   MT  1.00003951   +0 42 20.1
 MF0703;SPC IL W     - 1,703,422.28  2,589,903.48   sFT  1.00003951   +0 42 20.1
 MF0703;UTM  16      - 4,578,496.709   324,414.934   MT  0.99997943   -1 23 11.2
 MF0703
 MF0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0703!SPC IL E     -   0.99997639  x   1.00002546  =   1.00000185
 MF0703!SPC IL W     -   0.99997639  x   1.00003951  =   1.00001590
 MF0703!UTM  16      -   0.99997639  x   0.99997943  =   0.99995582
 MF0703
 MF0703:                Primary Azimuth Mark                     Grid Az
 MF0703:SPC IL E     -  LA SALLE CATH CHURCH W SPIRE             096 54 04.6
 MF0703:SPC IL W     -  LA SALLE CATH CHURCH W SPIRE             095 41 25.0
 MF0703:UTM  16      -  LA SALLE CATH CHURCH W SPIRE             097 46 56.3
 MF0703
 MF0703|---------------------------------------------------------------------|
 MF0703| PID    Reference Object                     Distance      Geod. Az  |
 MF0703|                                                           dddmmss.s |
 MF0703| MF1629 LA SALLE CATH CHURCH W SPIRE        442.439 METERS 0962345.1 |
 MF0703| MF0705 GOODING RM 2                         11.979 METERS 20316     |
 MF0703| MF0704 GOODING RM 1                          9.010 METERS 28223     |
 MF0703|---------------------------------------------------------------------|
 MF0703
 MF0703                          SUPERSEDED SURVEY CONTROL
 MF0703
 MF0703  NAD 83(1986)-  41 20 19.82201(N)    089 05 54.59620(W) AD(       ) 2
 MF0703  NAD 27      -  41 20 19.70100(N)    089 05 54.30200(W) AD(       ) 2
 MF0703  NGVD 29 (??/??/92)  183.545  (m)          602.18   (f) ADJ UNCH    1 1
 MF0703
 MF0703.Superseded values are not recommended for survey control.
 MF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0703.See file dsdata.txt to determine how the superseded data were derived.
 MF0703
 MF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2441578497(NAD 83)
 MF0703_MARKER: DS = TRIANGULATION STATION DISK
 MF0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0703_SP_SET: SIDEWALK
 MF0703_STAMPING: GOODING 1920 602.361
 MF0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0703
 MF0703  HISTORY     - Date     Condition        Report By
 MF0703  HISTORY     - 1920     MONUMENTED       CGS
 MF0703  HISTORY     - 1954     GOOD             CGS
 MF0703  HISTORY     - 1969     GOOD             NGS
 MF0703  HISTORY     - 1972     GOOD             ILHD
 MF0703  HISTORY     - 1973     GOOD             NGS
 MF0703  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0703  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0703
 MF0703                          STATION DESCRIPTION
 MF0703
 MF0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0703'STATION IS ABOUT 3/4 MILE N OF THE CENTER OF LA SALLE, IN
 MF0703'THE SIDEWALK ON THE N SIDE OF ELEVENTH STREET, 10 YARDS N
 MF0703'OF THE INTERSECTION OF THE CENTER LINES OF ELEVENTH AND GOODING
 MF0703'STREETS, AND 0.77 METER (2.53 FEET) N OF THE N AND NEAREST
 MF0703'CURB.  THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE
 MF0703'CONCRETE SIDEWALK.  THERE IS NO REFERENCE MARK.
 MF0703
 MF0703                          STATION RECOVERY (1954)
 MF0703
 MF0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0703'THIS TRAVERSE MARK WAS FOUND AS DESCRIBED IN 1920 IN GOOD
 MF0703'CONDITION.  IT IS IN THE SIDEWALK IN FRONT OF HOUSE NO. 553,
 MF0703'ELEVENTH STREET, LA SALLE, ILLINOIS.
 MF0703
 MF0703                          STATION RECOVERY (1969)
 MF0703
 MF0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0703'0.8 MI N FROM LA SALLE.
 MF0703'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0703'LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0703'STATE HIGHWAY 351, THENCE 0.1 MILE WEST ALONG 11TH STREET,
 MF0703'15 1/2 FEET NORTH OF THE CENTER LINE OF THE STREET, 3 1/2 FEET
 MF0703'EAST OF THE EXTENDED CENTER LINE OF GOODING STREET WHICH LEADS
 MF0703'SOUTH, SET IN THE TOP OF THE EAST EDGE OF A CONCRETE WALKWAY
 MF0703'BETWEEN THE STREET AND THE SIDEWALK, 27.7 FEET SOUTH OF THE
 MF0703'SOUTHEAST CORNER OF THE PORCH FOR HOUSE NUMBER 553, 2.5 FEET
 MF0703'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, 2 FEET NORTH OF THE NORTH
 MF0703'CURB OF 11TH STREET, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 MF0703'STREET.  SEC 10, T33N, R1E
 MF0703
 MF0703                          STATION RECOVERY (1972)
 MF0703
 MF0703'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (JWH)
 MF0703'GOODING 1920-GOOD CONDITION
 MF0703'
 MF0703'10 YARDS N OF THE INTERSECTION.  THE CENTER LINES OF ELEVENTH
 MF0703'AND GOODING STREETS IS INCORRECT DISTANCE, SHOULD READ 14
 MF0703'FEET N OF THE CENTER LINE OF ELEVENTH AND GOODING.
 MF0703
 MF0703                          STATION RECOVERY (1973)
 MF0703
 MF0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (FKS)
 MF0703'THE STATION IS LOCATED IN THE NORTHERN PART OF LA SALLE, AT
 MF0703'THE INTERSECTION OF GOODING AND ELEVENTH STREETS, 64 FEET
 MF0703'EAST OF THE CENTERLINE OF AN ALLEY, 28 FEET SOUTH OF THE
 MF0703'SOUTHEAST CORNER OF A PORCH (552 ELEVENTH ST.), 51 FEET NORTHWEST
 MF0703'OF A FIRE HYDRANT, 15 FEET NORTH OF THE CENTERLINE OF ELEVENTH
 MF0703'ST., 2 FEET NORTH OF THE NORTH CURB OF THE STREET AND ON LINE
 MF0703'WITH THE EXTENDED CENTERLINE OF GOODING ST.  THE DISK IS
 MF0703'STAMPED GOODING 1920 602.361, SET IN A DRILL HOLE IN CONCRETE
 MF0703'SIDEWALK.
 MF0703'
 MF0703'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GOODING 1920 NO
 MF0703'1 1973, SET IN A DRILL HOLE IN THE NORTH EDGE OF CONCRETE
 MF0703'SIDEWALK, 9 FEET NORTH OF THE NORTH CURB OF ELEVENTH ST.,
 MF0703'26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH, 36
 MF0703'FEET EAST OF THE CENTERLINE OF THE ALLEY, 22 FEET NORTH OF THE
 MF0703'CENTERLINE OF ELEVENTH ST. AND 30 FEET WEST OF THE EXTENDED
 MF0703'CENTERLINE OF GOODING ST.
 MF0703'
 MF0703'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GOODING 1920 NO
 MF0703'2 1973, SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 15 FEET WEST
 MF0703'OF THE CENTERLINE OF GOODING ST., 1 FOOT SOUTHWEST OF THE
 MF0703'WEST CURB OF GOODING ST. AND 20 FEET SOUTH OF THE CENTERLINE
 MF0703'OF ELEVENTH ST.
 MF0703'
 MF0703'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0703'
 MF0703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LA SALLE
 MF0703
 MF0703                          STATION RECOVERY (1997)
 MF0703
 MF0703'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0703'MARK NOT FOUND.
 MF0703
 MF0703                          STATION RECOVERY (2002)
 MF0703
 MF0703'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0704 ***********************************************************************
 MF0704  DESIGNATION -  GOODING RM 1
 MF0704  PID         -  MF0704
 MF0704  STATE/COUNTY-  IL/LA SALLE
 MF0704  USGS QUAD   -  LA SALLE (1993)
 MF0704
 MF0704                         *CURRENT SURVEY CONTROL
 MF0704  ___________________________________________________________________
 MF0704* NAD 83(1986)-  41 20 19.     (N)    089 05 54.     (W)     SCALED    
 MF0704* NAVD 88     -       183.58   (meters)     602.3    (feet)  RESET     
 MF0704  ___________________________________________________________________
 MF0704  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0704
 MF0704  VERT ORDER  -  THIRD
 MF0704
 MF0704.The horizontal coordinates were scaled from a topographic map and have
 MF0704.an estimated accuracy of +/- 6 seconds.
 MF0704
 MF0704.The orthometric height was computed from unverified reset data.
 MF0704
 MF0704.The geoid height was determined by GEOID03.
 MF0704
 MF0704;                    North         East    Units  Estimated Accuracy
 MF0704;SPC IL E     -   518,930.      235,970.      MT  (+/- 180 meters Scaled)
 MF0704
 MF0704                          SUPERSEDED SURVEY CONTROL
 MF0704
 MF0704.No superseded survey control is available for this station.
 MF0704
 MF0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL244784(NAD 83)
 MF0704_MARKER: DR = REFERENCE MARK DISK
 MF0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0704_SP_SET: SIDEWALK
 MF0704_STAMPING: GOODING 1920 NO 1 1973
 MF0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0704
 MF0704  HISTORY     - Date     Condition        Report By
 MF0704  HISTORY     - 1973     MONUMENTED       NGS
 MF0704
 MF0704                          STATION DESCRIPTION
 MF0704
 MF0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MF0704'AT LA SALLE.
 MF0704'LOCATED IN THE NORTHERN SECTION OF LA SALLE, AT THE INTERSECTION
 MF0704'OF GOODING AND ELEVENTH STREETS, DISK SET IN A DRILL HOLE IN
 MF0704'NORTH EDGE OF CONCRETE SIDEWALK, 9 FEET NORTH OF THE NORTH CURB
 MF0704'OF ELEVENTH ST., 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MF0704'PORCH OF HOUSE (552 ELEVENTH ST.), 36 FEET EAST OF THE CENTERLINE
 MF0704'OF AN ALLEY, 22 FEET NORTH OF THE CENTERLINE OF ELEVENTH ST.
 MF0704'AND 30 FEET WEST OF THE EXTENDED CENTERLINE OF GOODING ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0705 ***********************************************************************
 MF0705  DESIGNATION -  GOODING RM 2
 MF0705  PID         -  MF0705
 MF0705  STATE/COUNTY-  IL/LA SALLE
 MF0705  USGS QUAD   -  LA SALLE (1993)
 MF0705
 MF0705                         *CURRENT SURVEY CONTROL
 MF0705  ___________________________________________________________________
 MF0705* NAD 83(1986)-  41 20 19.     (N)    089 05 54.     (W)     SCALED    
 MF0705* NAVD 88     -       183.57   (meters)     602.3    (feet)  RESET     
 MF0705  ___________________________________________________________________
 MF0705  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0705
 MF0705  VERT ORDER  -  THIRD
 MF0705
 MF0705.The horizontal coordinates were scaled from a topographic map and have
 MF0705.an estimated accuracy of +/- 6 seconds.
 MF0705
 MF0705.The orthometric height was computed from unverified reset data.
 MF0705
 MF0705.The geoid height was determined by GEOID03.
 MF0705
 MF0705;                    North         East    Units  Estimated Accuracy
 MF0705;SPC IL E     -   518,930.      235,970.      MT  (+/- 180 meters Scaled)
 MF0705
 MF0705                          SUPERSEDED SURVEY CONTROL
 MF0705
 MF0705.No superseded survey control is available for this station.
 MF0705
 MF0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL244784(NAD 83)
 MF0705_MARKER: DR = REFERENCE MARK DISK
 MF0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0705_SP_SET: SIDEWALK
 MF0705_STAMPING: GOODING 1920 NO 2 1973
 MF0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0705
 MF0705  HISTORY     - Date     Condition        Report By
 MF0705  HISTORY     - 1973     MONUMENTED       NGS
 MF0705
 MF0705                          STATION DESCRIPTION
 MF0705
 MF0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MF0705'AT LA SALLE.
 MF0705'LOCATED IN THE NORTHERN SECTION OF LA SALLE, AT THE INTERSECTION
 MF0705'OF GOODING AND ELEVENTH STREETS, DISK SET IN A DRILL HOLE IN
 MF0705'CONCRETE SIDEWALK, 15 FEET WEST OF THE CENTERLINE OF GOODING
 MF0705'ST., 1 FOOT SOUTHWEST OF THE WEST CURB OF GOODING ST. AND 20 FEET
 MF0705'SOUTH OF THE CENTERLINE OF ELEVENTH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3001 ***********************************************************************
 ME3001  DESIGNATION -  GOODINGS GROVE MICROWAVE
 ME3001  PID         -  ME3001
 ME3001  STATE/COUNTY-  IL/WILL
 ME3001  USGS QUAD   -  MOKENA (1993)
 ME3001
 ME3001                         *CURRENT SURVEY CONTROL
 ME3001  ___________________________________________________________________
 ME3001* NAD 83(1997)-  41 36 55.97206(N)    087 55 47.21903(W)     ADJUSTED  
 ME3001* NAVD 88     -                                                        
 ME3001  ___________________________________________________________________
 ME3001  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 ME3001  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 ME3001
 ME3001  HORZ ORDER  -  THIRD
 ME3001
 ME3001.The horizontal coordinates were established by classical geodetic methods
 ME3001.and adjusted by the National Geodetic Survey in October 1999..
 ME3001
 ME3001
 ME3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3001
 ME3001.The geoid height was determined by GEOID03.
 ME3001
 ME3001;                    North         East     Units Scale Factor Converg.
 ME3001;SPC IL E     -   549,481.407   333,634.132   MT  0.99998892   +0 16 04.8
 ME3001;SPC IL E     - 1,802,756.92  1,094,597.98   sFT  0.99998892   +0 16 04.8
 ME3001;UTM  16      - 4,607,509.821   422,535.418   MT  0.99967384   -0 37 03.1
 ME3001
 ME3001                          SUPERSEDED SURVEY CONTROL
 ME3001
 ME3001  NAD 83(1997)-  41 36 55.97218(N)    087 55 47.21940(W) AD(       ) 4
 ME3001  NAD 83(1997)-  41 36 55.97524(N)    087 55 47.22542(W) AD(       ) 4
 ME3001  NAD 83(1986)-  41 36 55.97533(N)    087 55 47.22536(W) AD(       ) 4
 ME3001  NAD 27      -  41 36 55.86200(N)    087 55 47.02700(W) AD(       ) 3
 ME3001
 ME3001.Superseded values are not recommended for survey control.
 ME3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3001.See file dsdata.txt to determine how the superseded data were derived.
 ME3001
 ME3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2253507510(NAD 83)
 ME3001_MARKER: 42 = RADIO/TV MAST
 ME3001
 ME3001  HISTORY     - Date     Condition        Report By
 ME3001  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3001  HISTORY     - 1978     GOOD             NGS
 ME3001  HISTORY     - 1987     GOOD             USPSQD
 ME3001
 ME3001                          STATION DESCRIPTION
 ME3001
 ME3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3001'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE
 ME3001'MICHIGAN-WISCONSIN
 ME3001'PIPELINE COMPANY MICRO-WAVE RELAY STATION KSA 88 LOCATED ABOUT 300
 ME3001'FEET NORTHEAST OF THE INTERSECTION OF
 ME3001'151ST STREET AND BELL ROAD 0.9 MILE SOUTH OF
 ME3001'GOODINGS GROVE.  IT IS A UNIFORM CROSS-SECTION STEEL
 ME3001'STRUCTURE SUPPORTED BY GUY WIRES
 ME3001'AND PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  IT IS 200
 ME3001'FEET HIGH AND HAS A LARGE, ROUND
 ME3001'REFLECTOR MOUNTED AT THE TOP.
 ME3001
 ME3001                          STATION RECOVERY (1978)
 ME3001
 ME3001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 ME3001'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME3001'
 ME3001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MILE SOUTH
 ME3001'OF GOODINGS GROVE.
 ME3001
 ME3001                          STATION RECOVERY (1987)
 ME3001
 ME3001'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2073 ***********************************************************************
 JA2073  DESIGNATION -  GOODWIN
 JA2073  PID         -  JA2073
 JA2073  STATE/COUNTY-  IL/CRAWFORD
 JA2073  USGS QUAD   -  HEATHSVILLE (1989)
 JA2073
 JA2073                         *CURRENT SURVEY CONTROL
 JA2073  ___________________________________________________________________
 JA2073* NAD 83(1997)-  38 54 24.40164(N)    087 35 39.86911(W)     ADJUSTED  
 JA2073* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 JA2073  ___________________________________________________________________
 JA2073  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JA2073  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JA2073
 JA2073  HORZ ORDER  -  SECOND
 JA2073
 JA2073.The horizontal coordinates were established by classical geodetic methods
 JA2073.and adjusted by the National Geodetic Survey in October 1999..
 JA2073
 JA2073.The orthometric height was scaled from a topographic map.
 JA2073
 JA2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2073
 JA2073.The geoid height was determined by GEOID03.
 JA2073
 JA2073;                    North         East     Units Scale Factor Converg.
 JA2073;SPC IL E     -   248,888.905   364,093.123   MT  1.00002556   +0 27 50.8
 JA2073;SPC IL E     -   816,563.02  1,194,528.85   sFT  1.00002556   +0 27 50.8
 JA2073;SPC IN W     -   406,271.833   855,670.749   MT  0.99999085   -0 19 15.6
 JA2073;SPC IN W     - 1,332,910.17  2,807,313.12   sFT  0.99999085   -0 19 15.6
 JA2073;UTM  16      - 4,306,599.654   448,461.493   MT  0.99963271   -0 22 24.0
 JA2073
 JA2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2073!SPC IL E     -   0.99997725  x   1.00002556  =   1.00000281
 JA2073!SPC IN W     -   0.99997725  x   0.99999085  =   0.99996810
 JA2073!UTM  16      -   0.99997725  x   0.99963271  =   0.99960997
 JA2073
 JA2073:                Primary Azimuth Mark                     Grid Az
 JA2073:SPC IL E     -  CARLISLE MUNICIPAL TANK                  069 34 58.8
 JA2073:SPC IN W     -  CARLISLE MUNICIPAL TANK                  070 22 05.2
 JA2073:UTM  16      -  CARLISLE MUNICIPAL TANK                  070 25 13.6
 JA2073
 JA2073|---------------------------------------------------------------------|
 JA2073| PID    Reference Object                     Distance      Geod. Az  |
 JA2073|                                                           dddmmss.s |
 JA2073| JA1962 CARLISLE MUNICIPAL TANK             APPROX.17.7 KM 0700249.6 |
 JA2073| CG7906 GOODWIN AZ MK                                      1324631.9 |
 JA2073| CG7907 GOODWIN RM 1                         24.375 METERS 22717     |
 JA2073| CG7908 GOODWIN RM 2                         23.615 METERS 32522     |
 JA2073|---------------------------------------------------------------------|
 JA2073
 JA2073                          SUPERSEDED SURVEY CONTROL
 JA2073
 JA2073  NAD 83(1997)-  38 54 24.40185(N)    087 35 39.86876(W) AD(       ) 2
 JA2073  NAD 83(1986)-  38 54 24.41020(N)    087 35 39.86788(W) AD(       ) 2
 JA2073  NAD 27      -  38 54 24.24979(N)    087 35 39.77838(W) AD(       ) 2
 JA2073
 JA2073.Superseded values are not recommended for survey control.
 JA2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2073.See file dsdata.txt to determine how the superseded data were derived.
 JA2073
 JA2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4846106600(NAD 83)
 JA2073_MARKER: DS = TRIANGULATION STATION DISK
 JA2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2073_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2073
 JA2073  HISTORY     - Date     Condition        Report By
 JA2073  HISTORY     - 1968     MONUMENTED       CGS
 JA2073
 JA2073                          STATION DESCRIPTION
 JA2073
 JA2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2073'THE STATION IS LOCATED ABOUT 4 MILES EAST OF FLAT ROCK, 6.5 MILES
 JA2073'SOUTH OF
 JA2073'PALESTINE, 1.5 MILES NORTHWEST OF HEATHSVILLE AND ON THE
 JA2073'PROPERTY OF MRS EVA GOODWIN.
 JA2073'
 JA2073'TO REACH FROM THE NEELEYS GENERAL STORE IN THE SMALL TOWN OF
 JA2073'HEATHVILLE, GO
 JA2073'NORTHERLY ON STATE HIGHWAY 33 FOR 0.85 MILE TO A SIDE
 JA2073'ROAD LEFT AT A ROADSIDE PARK.
 JA2073'TURN LEFT AND GO WEST ON A GRAVELED
 JA2073'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 JA2073'LEFT.  CONTINUE WEST ON
 JA2073'THE GRAVELED ROAD FOR 0.2 MILE TO WHERE THE ROAD TURNS RIGHT,
 JA2073'NORTH.  TURN RIGHT
 JA2073'AND CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 JA2073'THE STATION ON THE LEFT.
 JA2073'
 JA2073'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2073'
 JA2073'STATION MARK, STAMPED GOODWIN 1968 IS SET FLUSH WITH THE GROUND
 JA2073'SURFACE.  IT IS 31
 JA2073'FEET SOUTHWEST OF A METAL WITNESS POST, 45 FEET
 JA2073'WEST OF THE CENTER OF A GRAVELED ROAD
 JA2073'AND 41 FEET SOUTHWEST OF A 15
 JA2073'INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE.
 JA2073'
 JA2073'RM 1, STAMPED GOODWIN NO 1 1968 IS SET FLUSH WITH THE GROUND SURFACE.
 JA2073'IT IS 12.5 FEET
 JA2073'SOUTHWEST OF AN 8 INCH ELM TREE AND 2.4 FEET
 JA2073'SOUTHWEST OF A METAL WITNESS POST.
 JA2073'
 JA2073'RM 2, STAMPED GOODWIN NO 2 1968 IS SET FLUSH WITH THE GROUND SURFACE.
 JA2073'IT IS 2.4 FEET
 JA2073'SOUTHWEST OF A METAL WITNESS POST, 16 FEET WEST OF THE
 JA2073'CENTER OF THE GRAVELED ROAD AND
 JA2073'19 FEET SOUTHEAST OF A 6 INCH MAPLE TREE.
 JA2073'
 JA2073'AZ MK, STAMPED GOODWIN 1968, PROJECTS 5 INCHES ABOVE THE GROUND
 JA2073'SURFACE.  IT IS
 JA2073'3.5 FEET NORTH OF A METAL WITNESS POST, 2.4 FEET EAST
 JA2073'OF A TELEPHONE POLE AND 27 FEET
 JA2073'NORTH OF THE CENTER OF A GRAVELED ROAD.
 JA2073'
 JA2073'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2243 ***********************************************************************
 LB2243  DESIGNATION -  GOODWINE
 LB2243  PID         -  LB2243
 LB2243  STATE/COUNTY-  IL/VERMILION
 LB2243  USGS QUAD   -  AMBIA (1964)
 LB2243
 LB2243                         *CURRENT SURVEY CONTROL
 LB2243  ___________________________________________________________________
 LB2243* NAD 83(1997)-  40 25 58.39197(N)    087 31 38.93275(W)     ADJUSTED  
 LB2243* NAVD 88     -       220.     (meters)     722.     (feet)  VERTCON   
 LB2243  ___________________________________________________________________
 LB2243  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LB2243  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LB2243
 LB2243  HORZ ORDER  -  SECOND
 LB2243
 LB2243.The horizontal coordinates were established by classical geodetic methods
 LB2243.and adjusted by the National Geodetic Survey in October 1999..
 LB2243
 LB2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2243
 LB2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2243
 LB2243.The geoid height was determined by GEOID03.
 LB2243
 LB2243;                    North         East     Units Scale Factor Converg.
 LB2243;SPC IL E     -   418,378.196   368,376.953   MT  1.00003253   +0 31 21.6
 LB2243;SPC IL E     - 1,372,629.13  1,208,583.39   sFT  1.00003253   +0 31 21.6
 LB2243;SPC IN W     -   575,677.982   862,314.271   MT  0.99998414   -0 17 17.0
 LB2243;SPC IN W     - 1,888,703.51  2,829,109.40   sFT  0.99998414   -0 17 17.0
 LB2243;UTM  16      - 4,475,938.774   455,259.862   MT  0.99962464   -0 20 31.6
 LB2243
 LB2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2243!SPC IL E     -   0.99997068  x   1.00003253  =   1.00000321
 LB2243!SPC IN W     -   0.99997068  x   0.99998414  =   0.99995482
 LB2243!UTM  16      -   0.99997068  x   0.99962464  =   0.99959533
 LB2243
 LB2243:                Primary Azimuth Mark                     Grid Az
 LB2243:SPC IL E     -  AMBIA MUNICIPAL TANK                     005 21 48.7
 LB2243:SPC IN W     -  AMBIA MUNICIPAL TANK                     006 10 27.3
 LB2243:UTM  16      -  AMBIA MUNICIPAL TANK                     006 13 41.9
 LB2243
 LB2243|---------------------------------------------------------------------|
 LB2243| PID    Reference Object                     Distance      Geod. Az  |
 LB2243|                                                           dddmmss.s |
 LB2243| LB2242 AMBIA MUNICIPAL TANK                APPROX. 6.4 KM 0055310.3 |
 LB2243| CM3573 GOODWINE RM 1                        40.685 METERS 01422     |
 LB2243| CM3571 GOODWINE AZ MK                                     1800403.3 |
 LB2243| LB2259 ROSSVILLE MUNICIPAL STANDPIPE       APPROX.13.0 KM 2430443.5 |
 LB2243| CM3574 GOODWINE RM 2                        43.568 METERS 24441     |
 LB2243| CM3572 GOODWINE AZ MK RESET                               2635051.3 |
 LB2243| LB2254 HOOPESTON TANK                      APPROX.12.5 KM 2844910.8 |
 LB2243| LB2257 HOOPESTON SPRAGUE SELLS STK         APPROX.12.8 KM 2862246.8 |
 LB2243| LB2255 HOOPESTON AMERICAN CAN CO TANK      APPROX.13.1 KM 2870511.6 |
 LB2243|---------------------------------------------------------------------|
 LB2243
 LB2243                          SUPERSEDED SURVEY CONTROL
 LB2243
 LB2243  NAD 83(1997)-  40 25 58.39199(N)    087 31 38.93296(W) AD(       ) 2
 LB2243  NAD 83(1986)-  40 25 58.40064(N)    087 31 38.94125(W) AD(       ) 2
 LB2243  NAD 27      -  40 25 58.27070(N)    087 31 38.87460(W) AD(       ) 2
 LB2243  NGVD 29 (07/19/86)  220.     (m)          722.     (f) VERT ANG       
 LB2243
 LB2243.Superseded values are not recommended for survey control.
 LB2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2243.See file dsdata.txt to determine how the superseded data were derived.
 LB2243
 LB2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK5526075939(NAD 83)
 LB2243_MARKER: DS = TRIANGULATION STATION DISK
 LB2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2243_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2243
 LB2243  HISTORY     - Date     Condition        Report By
 LB2243  HISTORY     - 1934     MONUMENTED       CGS
 LB2243  HISTORY     - 1955     GOOD             CGS
 LB2243
 LB2243                          STATION DESCRIPTION
 LB2243
 LB2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB2243'8.5 MILES EAST AND 2 MILES SOUTH OF HOOPESTON, ON THE
 LB2243'ILLINOIS-INDIANA STATE LINE, IN THE SOUTHEAST CORNER OF A SMALL
 LB2243'PASTURE ON LAND OWNED BY GEORGE GOODWINE, WHO LIVES IN HOOPESTON,
 LB2243'52 FEET WEST OF THE CENTER LINE OF THE STATE LINE ROAD, 54 FEET
 LB2243'NORTH OF A FENCE LINE, 32 FEET WEST OF THE NORTH-SOUTH FENCE
 LB2243'LINE, 48 FEET NORTHWEST OF A FENCE CORNER, AND IS SET 12
 LB2243'INCHES BELOW GROUND.
 LB2243'
 LB2243'TO REACH FROM HOOPESTON, GO EAST 8.5 MILES ON STATE HIGHWAY 9 TO A
 LB2243'CROSS ROAD.  TURN SOUTH FOR 2 MILES TO THE STATION ON THE WEST SIDE
 LB2243'OF THE ROAD.
 LB2243'
 LB2243'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB2243'DISKS SET IN CONCRETE AS DESCRIBED.
 LB2243'
 LB2243'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 35 FEET WEST
 LB2243'O THE CENTER LINE OF THE STATE LINE ROAD, 8 INCHES WEST OF THE FENCE
 LB2243'LINE, ABOUT 44 YARDS NORTH OF THE FENCE CORNER, AND PROJECTS 6
 LB2243'INCHES.  REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION
 LB2243'ALONG THE EAST-WEST FENCE LINE, 20 FEET NORTH OF THE CENTER LINE OF
 LB2243'A LANE, 64 PACES WEST OF THE STATE LINE ROAD, AND PROJECTS 2 INCHES.
 LB2243'DISTANCE BETWEEN THE REFERENCE MARKS IS 250.12 FEET.
 LB2243'
 LB2243'AZIMUTH MARK IS SOUTH OF THE STATION ON THE WEST SIDE OF THE STATE
 LB2243'LINE ROAD, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, ADJACENT TO
 LB2243'THE FENCE LINE IN A CULTIVATED FIELD, 75 FEET WEST OF AN OLD
 LB2243'UNOCCUPIED FARMHOUSE, AND PROJECTS 4 INCHES.
 LB2243
 LB2243                          STATION RECOVERY (1955)
 LB2243
 LB2243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2243'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 LB2243'CONDITION.  THE DISTANCE TO THE AZIMUTH MARK AND THE DIRECTION TO
 LB2243'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 CHECKED.  THE DIRECTION TO
 LB2243'REFERENCE MARK NO. 2 DID NOT CHECK AND SMALL DIFFERENCES WERE
 LB2243'NOTED IN THE DISTANCES TO BOTH REFERENCE MARKS.  THE AZIMUTH MARK WAS
 LB2243'NO LONGER VISIBLE FROM THE GROUND AND WAS DESTROYED AND REPLACED BY A
 LB2243'NEW AZIMUTH MARK.  IT IS 28 FEET SOUTH OF THE CENTER OF A
 LB2243'GRAVEL ROAD, 7 FEET EAST OF A GATE POST, 3 FEET EAST OF A WHITE
 LB2243'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT
 LB2243'2 INCHES AND THE DISK IS STAMPED GOODWINE 1934 RESET 1955.  TO
 LB2243'REACH THE MARK FROM THE STATION, GO WEST ON A GRAVEL ROAD FOR 0.35
 LB2243'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LB2243'
 LB2243'THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS--STATION
 LB2243'MARK IS 91 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD
 LB2243'INTERSECTION, 54 FEET WEST OF THE CENTER OF A GRAVEL ROAD (STATE LINE
 LB2243'ROAD), 34 FEET NORTHWEST OF A WHITE WITNESS POST AND 32 FEET
 LB2243'WEST OF A FENCE.  THE MARK IS 10 INCHES UNDERGROUND AND THE DISK IS
 LB2243'STAMPED GOODWINE 1934.
 LB2243'
 LB2243'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0267 ***********************************************************************
 MF0267  DESIGNATION -  GOOSE
 MF0267  PID         -  MF0267
 MF0267  STATE/COUNTY-  IL/LIVINGSTON
 MF0267  USGS QUAD   -  DWIGHT (1983)
 MF0267
 MF0267                         *CURRENT SURVEY CONTROL
 MF0267  ___________________________________________________________________
 MF0267* NAD 83(1997)-  41 03 52.23586(N)    088 28 12.78217(W)     ADJUSTED  
 MF0267* NAVD 88     -       203.515  (meters)     667.70   (feet)  ADJUSTED  
 MF0267  ___________________________________________________________________
 MF0267  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MF0267  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 MF0267  DYNAMIC HT  -         203.434 (meters)     667.43  (feet)  COMP
 MF0267  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 MF0267
 MF0267  HORZ ORDER  -  SECOND
 MF0267  VERT ORDER  -  SECOND    CLASS 0
 MF0267
 MF0267.The horizontal coordinates were established by classical geodetic methods
 MF0267.and adjusted by the National Geodetic Survey in October 1999..
 MF0267
 MF0267.The orthometric height was determined by differential leveling
 MF0267.and adjusted by the National Geodetic Survey in June 1991..
 MF0267
 MF0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0267
 MF0267.The geoid height was determined by GEOID03.
 MF0267
 MF0267.The dynamic height is computed by dividing the NAVD 88
 MF0267.geopotential number by the normal gravity value computed on the
 MF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0267.degrees latitude (g = 980.6199 gals.).
 MF0267
 MF0267.The modeled gravity was interpolated from observed gravity values.
 MF0267
 MF0267;                    North         East     Units Scale Factor Converg.
 MF0267;SPC IL E     -   488,214.770   288,494.767   MT  0.99997663   -0 05 23.7
 MF0267;SPC IL E     - 1,601,751.29    946,503.25   sFT  0.99997663   -0 05 23.7
 MF0267;UTM  16      - 4,546,959.565   376,471.227   MT  0.99978781   -0 57 57.3
 MF0267
 MF0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0267!SPC IL E     -   0.99997315  x   0.99997663  =   0.99994978
 MF0267!UTM  16      -   0.99997315  x   0.99978781  =   0.99976096
 MF0267
 MF0267:                Primary Azimuth Mark                     Grid Az
 MF0267:SPC IL E     -  DWIGHT METHODIST CHURCH SPIRE            046 46 10.1
 MF0267:UTM  16      -  DWIGHT METHODIST CHURCH SPIRE            047 38 43.7
 MF0267
 MF0267|---------------------------------------------------------------------|
 MF0267| PID    Reference Object                     Distance      Geod. Az  |
 MF0267|                                                           dddmmss.s |
 MF0267| MF1428 DWIGHT METHODIST CHURCH SPIRE       APPROX. 4.7 KM 0464046.4 |
 MF0267| MF1429 GOOSE 2                              50.627 METERS 19915     |
 MF0267| MF0265 GOOSE RM 1                           21.136 METERS 23238     |
 MF0267| CI7472 GOOSE AZ MK                                        2695543.6 |
 MF0267| MF0266 GOOSE RM 2                           25.091 METERS 31314     |
 MF0267|---------------------------------------------------------------------|
 MF0267
 MF0267                          SUPERSEDED SURVEY CONTROL
 MF0267
 MF0267  NAD 83(1997)-  41 03 52.24430(N)    088 28 12.78925(W) AD(       ) 2
 MF0267  NAD 83(1986)-  41 03 52.24498(N)    088 28 12.79121(W) AD(       ) 2
 MF0267  NAD 27      -  41 03 52.13120(N)    088 28 12.58200(W) AD(       ) 2
 MF0267  NGVD 29 (??/??/92)  203.586  (m)          667.93   (f) ADJ UNCH    2 0
 MF0267
 MF0267.Superseded values are not recommended for survey control.
 MF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0267.See file dsdata.txt to determine how the superseded data were derived.
 MF0267
 MF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7647146960(NAD 83)
 MF0267_MARKER: DE = TRAVERSE STATION DISK
 MF0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0267_STAMPING: GOOSE 1960
 MF0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0267+STABILITY: SURFACE MOTION
 MF0267
 MF0267  HISTORY     - Date     Condition        Report By
 MF0267  HISTORY     - 1960     MONUMENTED       CGS
 MF0267  HISTORY     - 1961     GOOD             NGS
 MF0267  HISTORY     - 1970     GOOD             LOCENG
 MF0267  HISTORY     - 1976     SEE DESCRIPTION  NGS
 MF0267  HISTORY     - 1979     MARK NOT FOUND   USGS
 MF0267
 MF0267                          STATION DESCRIPTION
 MF0267
 MF0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0267'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ODELL,
 MF0267'3-1/2 MILES SOUTHWEST OF DWIGHT, 0.4 MILE WEST OF U.S. HIGHWAY
 MF0267'66, IN THE NORTHEAST ANGLE OF THE INTERSECTION AND ON A CUT
 MF0267'BANK WHICH IS ABOUT 3 FEET HIGHER THAN THE ROAD.
 MF0267'
 MF0267'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 MF0267'STATE HIGHWAY 17 IN THE WEST EDGE OF DWIGHT, GO SOUTHWEST ON
 MF0267'U.S. HIGHWAY 66 FOR 2.6 MILES TO A CROSSROADS AND SERVICE
 MF0267'STATION AND RESTAURANT ON THE RIGHT, TURN RIGHT AND GO WEST
 MF0267'FOR 0.4 MILE TO A CROSSROADS AND STATION ON THE RIGHT.
 MF0267'
 MF0267'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 MF0267'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 MF0267'SURFACE OF THE GROUND AND IS STAMPED GOOSE 1960.  THE MARK
 MF0267'IS 37.6 FEET NORTHWEST OF A TRIANGLE BLAZED POWER POLE, 37
 MF0267'FEET EAST OF THE CENTER OF ROAD, 29 FEET NORTH OF THE CENTER
 MF0267'OF ROAD AND 2.8 FEET NORTH OF WITNESS POST.
 MF0267'
 MF0267'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 MF0267'OF A 12 INCH SQUARE CONCRETE POST WHICH IS PROJECTING 2 INCHES
 MF0267'AND IS STAMPED GOOSE NO 1 1960.  THE MARK IS 68.4 FEET SOUTHWEST
 MF0267'OF WITNESS POST, 64 FEET SOUTH OF THE CENTER OF ROAD, 23 FEET
 MF0267'WEST OF THE CENTER OF ROAD AND 1 FOOT EAST OF FENCE.
 MF0267'
 MF0267'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 MF0267'OF A 12 INCH SQUARE CONCRETE POST WHICH IS PROJECTING 2 INCHES
 MF0267'AND IS STAMPED GOOSE NO 2 1960.  THE MARK IS 85 FEET NORTHEAST
 MF0267'OF WITNESS POST, 35 FEET NORTH OF THE CENTER OF ROAD, 23
 MF0267'FEET WEST OF THE CENTER OF ROAD AND 1 FOOT EAST OF FENCE.
 MF0267'
 MF0267'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 MF0267'12 INCH SQUARE CONCRETE POST WHICH IS PROJECTING 2 INCHES AND
 MF0267'IS STAMPED GOOSE 1960.  THE MARK IS 43.5 FEET WEST OF TELEPHONE
 MF0267'POLE, 25 FEET NORTH OF THE CENTER OF ROAD, 1.8 FEET SOUTHWEST
 MF0267'OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 MF0267'
 MF0267'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 MF0267'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 MF0267'ABOVE.
 MF0267
 MF0267                          STATION RECOVERY (1961)
 MF0267
 MF0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0267'2.9 MI SW FROM DWIGHT.
 MF0267'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE
 MF0267'JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE 17 IN THE WEST PART
 MF0267'OF DWIGHT, THENCE 0.4 MILE WEST ALONG GRAVELED ROAD, AT THE
 MF0267'JUNCTION OF A NORTH-SOUTH GRAVELED CROSSROAD, 40 FEET NORTH
 MF0267'OF CENTERLINE OF ROAD, 35 FEET EAST OF CENTERLINE OF ROAD,
 MF0267'35 FEET NORTHEAST OF JUNCTION, 37 FEET NORTHWEST OF WIRE BRACED
 MF0267'POWER POLE, 2.7 FEET NORTH-NORTHEAST OF A METAL WITNESS POST,
 MF0267'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 MF0267'OF A CONCRETE POST WICH IS SET FLUSH WITH THE GROUND.
 MF0267
 MF0267                          STATION RECOVERY (1970)
 MF0267
 MF0267'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 MF0267'RECOVERED BY MC FARLAND-JOHNSON ENGR CO.
 MF0267'
 MF0267'STATION FOUND IN GOOD CONDITION.
 MF0267
 MF0267                          STATION RECOVERY (1976)
 MF0267
 MF0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MF0267'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN
 MF0267'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED WITH THE DISK
 MF0267'SHEARED OFF.  HIGHWAY CONSTRUCTION AT THE STATION SITE WAS REASON
 MF0267'TO MOVE STATION.
 MF0267'
 MF0267'THE ANGLE AZIMUTH MARK TO REFERENCE MARK 2 WAS VERIFIED.  THE
 MF0267'DISTANCE CHECKED ALSO.  FOR DETAILS SEE DESCRIPTION GOOSE 2.
 MF0267'
 MF0267'REFERENCE MARK 2 WAS NOT DISTURBED BY THE CONSTRUCTION AND USED AS
 MF0267'A REFERENCE MARK FOR GOOSE 2.  THE ARROW ON THE DISK IS POINTED TO
 MF0267'THE AREA WHERE GOOSE 1960 WAS LOCATED.
 MF0267'
 MF0267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 MF0267'SOUTHWEST OF DWIGHT.
 MF0267'
 MF0267'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0267
 MF0267                          STATION RECOVERY (1979)
 MF0267
 MF0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 MF0267'THE ROAD HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1458 ***********************************************************************
 HB1458  DESIGNATION -  GOOSE
 HB1458  PID         -  HB1458
 HB1458  STATE/COUNTY-  IL/HARDIN
 HB1458  USGS QUAD   -  KARBERS RIDGE (1996)
 HB1458
 HB1458                         *CURRENT SURVEY CONTROL
 HB1458  ___________________________________________________________________
 HB1458* NAD 83(1997)-  37 34 20.39165(N)    088 15 19.96717(W)     ADJUSTED  
 HB1458* NAVD 88     -       212.0    (meters)     696.     (feet)  GPS OBS   
 HB1458  ___________________________________________________________________
 HB1458  X           -     154,085.759 (meters)                     COMP
 HB1458  Y           -  -5,059,312.403 (meters)                     COMP
 HB1458  Z           -   3,868,041.170 (meters)                     COMP
 HB1458  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 HB1458  ELLIP HEIGHT-         182.42  (meters)          (03/08/05) GPS OBS
 HB1458  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HB1458
 HB1458  HORZ ORDER  -  FIRST
 HB1458  ELLP ORDER  -  FOURTH    CLASS I
 HB1458
 HB1458.The horizontal coordinates were established by classical geodetic methods
 HB1458.and adjusted by the National Geodetic Survey in October 1999..
 HB1458
 HB1458.The orthometric height was determined by GPS observations and a
 HB1458.high-resolution geoid model.
 HB1458
 HB1458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1458
 HB1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1458
 HB1458.The ellipsoidal height was determined by GPS observations
 HB1458.and is referenced to NAD 83.
 HB1458
 HB1458.The geoid height was determined by GEOID03.
 HB1458
 HB1458;                    North         East     Units Scale Factor Converg.
 HB1458;SPC IL E     -   100,510.861   306,871.529   MT  0.99997558   +0 02 50.8
 HB1458;SPC IL E     -   329,759.38  1,006,794.34   sFT  0.99997558   +0 02 50.8
 HB1458;UTM  16      - 4,159,106.794   389,126.997   MT  0.99975142   -0 45 56.4
 HB1458
 HB1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1458!SPC IL E     -   0.99997138  x   0.99997558  =   0.99994696
 HB1458!UTM  16      -   0.99997138  x   0.99975142  =   0.99972280
 HB1458
 HB1458:                Primary Azimuth Mark                     Grid Az
 HB1458:SPC IL E     -  GOOSE AZ MK                              053 57 12.4
 HB1458:UTM  16      -  GOOSE AZ MK                              054 45 59.6
 HB1458
 HB1458|---------------------------------------------------------------------|
 HB1458| PID    Reference Object                     Distance      Geod. Az  |
 HB1458|                                                           dddmmss.s |
 HB1458| CI3706 GOOSE AZ MK                                        0540003.2 |
 HB1458| CI3707 GOOSE RM 1                           18.625 METERS 13022     |
 HB1458| HB1449 PETERS CREEK LOOKOUT TOWER          APPROX. 6.7 KM 1660050.4 |
 HB1458| CI3708 GOOSE RM 2                           18.480 METERS 24645     |
 HB1458|---------------------------------------------------------------------|
 HB1458
 HB1458                          SUPERSEDED SURVEY CONTROL
 HB1458
 HB1458  ELLIP H (10/21/99)  182.43   (m)                       GP(       ) 4 1
 HB1458  NAD 83(1997)-  37 34 20.39335(N)    088 15 19.96711(W) AD(       ) 1
 HB1458  NAD 83(1997)-  37 34 20.39548(N)    088 15 19.96723(W) AD(       ) 1
 HB1458  NAD 83(1986)-  37 34 20.40234(N)    088 15 19.97100(W) AD(       ) 1
 HB1458  NAD 27      -  37 34 20.22707(N)    088 15 19.84082(W) AD(       ) 1
 HB1458
 HB1458.Superseded values are not recommended for survey control.
 HB1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1458.See file dsdata.txt to determine how the superseded data were derived.
 HB1458
 HB1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8912759107(NAD 83)
 HB1458_MARKER: DD = SURVEY DISK
 HB1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1458_SP_SET: CONCRETE POST
 HB1458_STAMPING: GOOSE USCGS BENCH MARK
 HB1458_MARK LOGO: CGS   
 HB1458_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1458+STABILITY: POSITION/ELEVATION WELL
 HB1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1458+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1993
 HB1458
 HB1458  HISTORY     - Date     Condition        Report By
 HB1458  HISTORY     - 1957     MONUMENTED       CGS
 HB1458  HISTORY     - 1957     GOOD             CGS
 HB1458  HISTORY     - 1968     GOOD             CGS
 HB1458  HISTORY     - 1978     MARK NOT FOUND   ILDT
 HB1458  HISTORY     - 19921210 GOOD
 HB1458  HISTORY     - 19930226 GOOD             NGS
 HB1458
 HB1458                          STATION DESCRIPTION
 HB1458
 HB1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1458'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF THE JUNCTION OF STATE
 HB1458'HIGHWAYS 13 AND 1, ABOUT 4 MILES EAST OF KARBERS RIDGE, ABOUT 7
 HB1458'MILES EAST OF THE OHIO RIVER AND ON THE PROPERTY OF MR. W.D. DAVIS
 HB1458'WHO LIVES AT THE STATION.  IT IS 127 FEET SOUTHEAST OF THE
 HB1458'SOUTHEAST CORNER OF A FRAME HOUSE, 55 FEET SOUTHEAST OF THE
 HB1458'CENTERLINE OF A GRAVELED DRIVEWAY, 5 FEET WEST OF A WIRE FENCE, 7
 HB1458'FEET SOUTHEAST OF A WHITE WITNESS POST AND 19 FEET NORTH OF THE
 HB1458'NORTHEAST CORNER OF A SMALL SHED.  THE MONUMENT IS FLUSH AND THE DISK
 HB1458'IS STAMPED GOOSE 1957.
 HB1458'
 HB1458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 13, GO
 HB1458'SOUTH ON STATE HIGHWAY 1 FOR 6.6 MILES TO A BRIDGE OVER EAGLE CREEK
 HB1458'IN THE SMALL VILLAGE OF GIBSONIA. CONTINUE SOUTH ON HIGHWAY 1 FOR
 HB1458'4.65 MILE TO THE GALATIN-HARDIN COUNTY LINE.  CONTINUE SOUTH ON
 HB1458'HIGHWAY 1 FOR 0.95 MILE TO A GRAVELED SIDE ROAD RIGHT AND A FRAME
 HB1458'STORE BUILDING ON THE LEFT.  TURN RIGHT AND GO WESTERLY ON THE
 HB1458'GRAVELED ROAD FOR 1.85 MILES TO A GRAVELED SIDE ROAD LEFT.  CONTINUE
 HB1458'WESTERLY ON THE GRAVELED ROAD FOR 1.4 MILES TO THE AZIMUTH MARK ON
 HB1458'THE RIGHT.  CONTINUE WESTERLY ON THE GRAVELED ROAD FOR 0.25 MILE
 HB1458'TO A GRAVELED DRIVEWAY LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVELED
 HB1458'DRIVEWAY FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 HB1458'
 HB1458'REFERENCE MARK 1 IS SET IN AN EAST-WEST FENCE LINE, 45 FEET EAST OF
 HB1458'THE SOUTHEAST CORNER OF A SMALL SHED.  THE MONUMENT IS FLUSH AND THE
 HB1458'DISK IS STAMPED GOOSE NO 1 1957.
 HB1458'
 HB1458'REFERENCE MARK 2 IS 75 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HB1458'DRIVEWAY, 1 FOOT NORTH OF A FENCE AND 28 FEET WEST OF THE SOUTHWEST
 HB1458'CORNER OF THE SMALL SHED.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1458'STAMPED GOOSE NO 2 1957.
 HB1458'
 HB1458'THE AZIMUTH MARK IS 22 FEET NORTHWEST OF THE CENTERLINE OF THE
 HB1458'GRAVELED ROAD, 2 FEET SOUTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 HB1458'SOUTHEAST OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1458'GOOSE 1957.
 HB1458'
 HB1458'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 HB1458
 HB1458                          STATION RECOVERY (1957)
 HB1458
 HB1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HB1458'RECOVERED IN GOOD CONDITION.
 HB1458
 HB1458                          STATION RECOVERY (1968)
 HB1458
 HB1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HB1458'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 HB1458'CONDITION.
 HB1458'
 HB1458'DUE TO CHANGES IN THE ROADS AND OWNERSHIP OF THE PROPERTY, THE
 HB1458'PROPERTY AT THE STATION SITE, THE ORIGINAL DESCRIPTION IS NO LONGER
 HB1458'COMPLETELY ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1458'
 HB1458'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF THE JUNCTION OF STATE
 HB1458'HIGHWAY 13 AND STATE HIGHWAY 1, 7 MILES EAST OF THE OHIO RIVER, 4
 HB1458'MILES EAST OF KARBERS RIDGE, AND ON THE PROPERTY OF THE SHAWNEE
 HB1458'NATIONAL FOREST.
 HB1458'
 HB1458'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL COMMUNITY
 HB1458'OF KARBERS RIDGE, GO EAST NORTHEASTERLY ON FH ROAD 17 (OILED) FOR
 HB1458'0.7 OF A MILE TO THE KARBERS RIDGE SCHOOL ON THE LEFT, CONTINUE
 HB1458'NORTHEASTERLY ON FH ROAD 17 FOR 0.6 OF A MILE TO WHERE THE OILED
 HB1458'ROAD BEARS LEFT AND FH ROAD 30 (GRAVELED) BEARS RIGHT AT A SIGN CAMP
 HB1458'CADIZ.  HERE BEAR LEFT ON FH ROAD 30 AND CONTINUE IN A
 HB1458'GENERALLY EASTERLY DIRECTION FOR 2.9 MILES TO A DRIVEWAY ON THE
 HB1458'RIGHT LEADING INTO A GROUP OF BUILDINGS, TURN RIGHT ON
 HB1458'THIS DRIVEWAY AND GO SOUTH FOR 0.1 MILE TO A WHITE FRAME HOUSE ON
 HB1458'THE RIGHT AND THE STATION DEAD AHEAD NEAR A FENCE CORNER AS
 HB1458'DESCRIBED.
 HB1458'
 HB1458'THE STATION IS 149 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF
 HB1458'THE FRAME HOUSE, 121 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HB1458'HOUSE, 55 FEET SOUTH OF THE APPROXIMATE CENTER OF THE DRIVEWAY AT
 HB1458'POINT OF CURVE, 40 FEET SOUTH OF A GATE POST IN THE NORTHWEST
 HB1458'CORNER OF A FENCE, 18 FEET NORTH-NORTHEAST OF A T FENCE CORNER
 HB1458'POST, 4 FEET WEST OF A FENCE, AND 0.7 OF A FOOT NORTH OF A METAL
 HB1458'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 HB1458'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED
 HB1458'GOOSE 1957.
 HB1458'
 HB1458'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION IN A BARN LOT,
 HB1458'88 FEET SOUTHEAST OF A GATE POST IN THE NORTHWEST CORNER OF A
 HB1458'FENCE, 87 FEET WEST OF THE APPROXIMATE CENTER OF A GATE INTO THE
 HB1458'BARN LOT, 47 FEET EAST OF A T FENCE CORNER POST, AND 42 FEET SOUTH
 HB1458'OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH,
 HB1458'SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED GOOSE
 HB1458'NO 1 1957.
 HB1458'
 HB1458'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION IN A SMALL PASTURE,
 HB1458'108 FEET NORTH OF A 24-INCH WHITE OAK TREE, 60 FEET WEST OF A T
 HB1458'FENCE CORNER POST, AND 12.5 FEET SOUTH OF AN EAST-WEST FENCE.  IT
 HB1458'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 HB1458'CONCRETE MONUMENT AND THE DISK IS STAMPED GOOSE NO 2 1957.
 HB1458'
 HB1458'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 HB1458'REFERENCE MARK NO. 2 IS 103.47 FEET - (31.538) METERS AS MEASURED
 HB1458'WITH A 300 FOOT STEEL TAPE IN OPPOSITE DIRECTIONS.
 HB1458'
 HB1458'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE NORTHEAST OF THE
 HB1458'STATION, 42.5 FEET EAST OF AN 8-INCH SASSAFRAS TREE, 20 FEET
 HB1458'NORTH OF THE APPROXIMATE CENTER OF FH ROAD 30, AND 1.0 FOOT WEST OF
 HB1458'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 HB1458'TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK
 HB1458'IS STAMPED GOOSE 1957.
 HB1458'
 HB1458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DRIVEWAY
 HB1458'FOR 0.1 OF A MILE TO FH ROAD 30, TURN RIGHT AND GO EAST ON FH ROAD
 HB1458'30 FOR 0.25 OF A MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HB1458'
 HB1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES EAST
 HB1458'OF KARBERS RIDGE.
 HB1458
 HB1458                          STATION RECOVERY (1978)
 HB1458
 HB1458'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978 (DEM)
 HB1458'GOOSE AZIM. 1957 RECOVERED GOOD.
 HB1458'
 HB1458'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILE E. OF KARBERS
 HB1458'RIDGE.
 HB1458
 HB1458                          STATION RECOVERY (1992)
 HB1458
 HB1458'RECOVERED 1992
 HB1458'RECOVERED IN GOOD CONDITION.
 HB1458
 HB1458                          STATION RECOVERY (1993)
 HB1458
 HB1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HB1458'FROM THE JUNCTION OF ILLINOIS STATE HIGHWAYS 1 AND 13, NORTHWEST OF
 HB1458'SHAWNEETOWN, ILLINOIS, GO SOUTH ON STATE ROUTE 1 FOR 10.63 KM
 HB1458'(6.61 MI) TO A BRIDGE OVER EAGLE CREEK IN THE SMALL VILLAGE OF
 HB1458'GIBSONIA, CONTINUE SOUTH ON HIGHWAY 1 FOR 7.49 KM (4.65 MI) MILES TO
 HB1458'THE GALATIN HARDIN COUNTY LINE, CONTINUE SOUTH ON HIGHWAY 1 FOR 1.53
 HB1458'KM (0.95 MI) TO A GRAVELED SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 HB1458'WESTERLY FOR 2.98 KM (1.85 MI) TO A GRAVELED SIDE ROAD ON THE LEFT,
 HB1458'CONTINUE WESTERLY BEYOND THIS SIDE ROAD FOR 2.25 KM (1.40 MI) TO THE
 HB1458'STATION AZIMUTH ON THE RIGHT, CONTINUE ON FOR 0.40 KM (0.25 MI) TO A
 HB1458'GRAVEL DRIVEWAY ON THE LEFT, TURN LEFT (SOUTH) AND GO 0.16 KM
 HB1458'(0.10 MI) UNTIL THE DRIVE STARTS TO TURN TO THE RIGHT (WEST), THE
 HB1458'STATION IS APPROXIMATELY 17.1 M (56.1 FT) TO THE SOUTH IN A CLEARED
 HB1458'AREA. STATION GOOSE IS A CIRCULAR INSCRIBED STANDARD BRASS BENCH MARK
 HB1458'DISK SET IN CONCRETE.
 HB1458'1.)  3.96M NORTHWEST OF A TREE STUMP.
 HB1458'2.)  15.5M NORTHEAST OF A CEDAR SIGN POST.
 HB1458'3.)  17.1M SOUTH OF THE CENTERLINE OF THE GRAVEL DRIVEWAY.
 HB1458'4.)  26.5M SOUTH OF A 17 INCH DIAMETER WALNUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1273 ***********************************************************************
 MF1273  DESIGNATION -  GOOSE 2 RM 3
 MF1273  PID         -  MF1273
 MF1273  STATE/COUNTY-  IL/LIVINGSTON
 MF1273  USGS QUAD   -  DWIGHT (1983)
 MF1273
 MF1273                         *CURRENT SURVEY CONTROL
 MF1273  ___________________________________________________________________
 MF1273* NAD 83(1986)-  41 03 52.     (N)    088 28 12.     (W)     SCALED    
 MF1273* NAVD 88     -       203.24   (+/-2cm)     666.8    (feet)  VERTCON   
 MF1273  ___________________________________________________________________
 MF1273  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 MF1273
 MF1273  VERT ORDER  -  THIRD (See Below)
 MF1273
 MF1273.The horizontal coordinates were scaled from a topographic map and have
 MF1273.an estimated accuracy of +/- 6 seconds.
 MF1273
 MF1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1273.The vertical order pertains to the NGVD 29 superseded value.
 MF1273
 MF1273.The geoid height was determined by GEOID03.
 MF1273
 MF1273;                    North         East    Units  Estimated Accuracy
 MF1273;SPC IL E     -   488,210.      288,510.      MT  (+/- 180 meters Scaled)
 MF1273
 MF1273                          SUPERSEDED SURVEY CONTROL
 MF1273
 MF1273  NGVD 29 (03/28/06)  203.31   (m)          667.0    (f) RESET       3  
 MF1273
 MF1273.Superseded values are not recommended for survey control.
 MF1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1273.See file dsdata.txt to determine how the superseded data were derived.
 MF1273
 MF1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL764469(NAD 83)
 MF1273_MARKER: DR = REFERENCE MARK DISK
 MF1273_SETTING: 0 = UNSPECIFIED SETTING
 MF1273_STAMPING: GOOSE 2 NO 3 1976
 MF1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1273
 MF1273  HISTORY     - Date     Condition        Report By
 MF1273  HISTORY     - 1976     MONUMENTED       NGS
 MF1273
 MF1273                          STATION DESCRIPTION
 MF1273
 MF1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 MF1273'2.9 MI SW FROM DWIGHT.
 MF1273'HIGHWAY 17 IN DWIGHT, THENCE 0.4 MILE WEST ALONG A GRAVEL ROAD, AT THE
 MF1273'INTERSECTION OF A NORTH-SOUTH GRAVEL ROAD, 246 FEET SOUTH OF RM 2,
 MF1273'32.94 SOUTH OF THE STATION, 25 FEET WEST OF THE CENTERLINE OF THE
 MF1273'NORTH-SOUTH ROAD, AND 1 FOOT SOUTH OF A STEEL POST.
 MF1273'THE MARK IS 1 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0266 ***********************************************************************
 MF0266  DESIGNATION -  GOOSE RM 2
 MF0266  PID         -  MF0266
 MF0266  STATE/COUNTY-  IL/LIVINGSTON
 MF0266  USGS QUAD   -  DWIGHT (1983)
 MF0266
 MF0266                         *CURRENT SURVEY CONTROL
 MF0266  ___________________________________________________________________
 MF0266* NAD 83(1986)-  41 03 52.     (N)    088 28 12.     (W)     SCALED    
 MF0266* NAVD 88     -       202.513  (meters)     664.41   (feet)  ADJUSTED  
 MF0266  ___________________________________________________________________
 MF0266  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 MF0266  DYNAMIC HT  -         202.432 (meters)     664.15  (feet)  COMP
 MF0266  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 MF0266
 MF0266  VERT ORDER  -  SECOND    CLASS 0
 MF0266
 MF0266.The horizontal coordinates were scaled from a topographic map and have
 MF0266.an estimated accuracy of +/- 6 seconds.
 MF0266
 MF0266.The orthometric height was determined by differential leveling
 MF0266.and adjusted by the National Geodetic Survey in June 1991..
 MF0266
 MF0266.The geoid height was determined by GEOID03.
 MF0266
 MF0266.The dynamic height is computed by dividing the NAVD 88
 MF0266.geopotential number by the normal gravity value computed on the
 MF0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0266.degrees latitude (g = 980.6199 gals.).
 MF0266
 MF0266.The modeled gravity was interpolated from observed gravity values.
 MF0266
 MF0266;                    North         East    Units  Estimated Accuracy
 MF0266;SPC IL E     -   488,210.      288,510.      MT  (+/- 180 meters Scaled)
 MF0266
 MF0266                          SUPERSEDED SURVEY CONTROL
 MF0266
 MF0266  NGVD 29 (??/??/92)  202.585  (m)          664.65   (f) ADJ UNCH    2 0
 MF0266
 MF0266.Superseded values are not recommended for survey control.
 MF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0266.See file dsdata.txt to determine how the superseded data were derived.
 MF0266
 MF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL764469(NAD 83)
 MF0266_MARKER: DR = REFERENCE MARK DISK
 MF0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0266_STAMPING: GOOSE NO 2 1960
 MF0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0266+STABILITY: SURFACE MOTION
 MF0266
 MF0266  HISTORY     - Date     Condition        Report By
 MF0266  HISTORY     - 1960     MONUMENTED       CGS
 MF0266  HISTORY     - 1961     GOOD             NGS
 MF0266  HISTORY     - 1976     GOOD             NGS
 MF0266
 MF0266                          STATION DESCRIPTION
 MF0266
 MF0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0266'2.9 MI SW FROM DWIGHT.
 MF0266'ABOUT 2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION
 MF0266'OF U.S. HIGHWAY 66 AND STATE ROUTE 17 IN THE WEST PART OF DWIGHT,
 MF0266'THENCE 0.4 MILE WEST ALONG GRAVELED ROAD, AT THE JUNCTION OF
 MF0266'A NORTH-SOUTH GRAVELED CROSSROAD, 37 FEET NORTH OF THE CENTERLINE
 MF0266'OF ROAD, 27 FEET WEST OF THE CENTERLINE OF ROAD, 73 FEET
 MF0266'NORTHWEST OF THE CENTER OF JUNCTION, 1 FOOT EAST OF FENCE,
 MF0266'4 FEET NORTH OF FENCE CORNER, 30.5 FEET SOUTH OF WIRE BRACED
 MF0266'TELEPHONE POLE, 82.4 FEET NORTHWEST OF TRAVERSE STATION GOOSE,
 MF0266'84.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 MF0266'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 MF0266'WHICH IS SET FLUSH WITH THE GROUND.
 MF0266
 MF0266                          STATION RECOVERY (1976)
 MF0266
 MF0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MF0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1919 ***********************************************************************
 JB1919  DESIGNATION -  GORDON
 JB1919  PID         -  JB1919
 JB1919  STATE/COUNTY-  IL/RANDOLPH
 JB1919  USGS QUAD   -  STEELEVILLE (1982)
 JB1919
 JB1919                         *CURRENT SURVEY CONTROL
 JB1919  ___________________________________________________________________
 JB1919* NAD 83(1997)-  38 04 52.83807(N)    089 41 39.14496(W)     ADJUSTED  
 JB1919* NAVD 88     -       183.0    (meters)     600.     (feet)  VERTCON   
 JB1919  ___________________________________________________________________
 JB1919  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 JB1919  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 JB1919
 JB1919  HORZ ORDER  -  SECOND
 JB1919
 JB1919.The horizontal coordinates were established by classical geodetic methods
 JB1919.and adjusted by the National Geodetic Survey in October 1999..
 JB1919
 JB1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1919
 JB1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1919
 JB1919.The geoid height was determined by GEOID03.
 JB1919
 JB1919;                    North         East     Units Scale Factor Converg.
 JB1919;SPC IL W     -   157,103.671   741,449.097   MT  0.99996233   +0 17 29.1
 JB1919;SPC IL W     -   515,430.96  2,432,570.91   sFT  0.99996233   +0 17 29.1
 JB1919;UTM  16      - 4,218,268.506   263,696.322   MT  1.00028778   -1 39 45.0
 JB1919
 JB1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1919!SPC IL W     -   0.99997595  x   0.99996233  =   0.99993828
 JB1919!UTM  16      -   0.99997595  x   1.00028778  =   1.00026372
 JB1919
 JB1919:                Primary Azimuth Mark                     Grid Az
 JB1919:SPC IL W     -  GROTTO                                   184 33 10.2
 JB1919:UTM  16      -  GROTTO                                   186 30 24.3
 JB1919
 JB1919|---------------------------------------------------------------------|
 JB1919| PID    Reference Object                     Distance      Geod. Az  |
 JB1919|                                                           dddmmss.s |
 JB1919| JB1920 GROTTO                              APPROX. 6.1 KM 1845039.3 |
 JB1919| CI3709 GORDON RM 1                          13.990 METERS 24455     |
 JB1919| CI3710 GORDON RM 2                          17.383 METERS 34155     |
 JB1919|---------------------------------------------------------------------|
 JB1919
 JB1919                          SUPERSEDED SURVEY CONTROL
 JB1919
 JB1919  NAD 83(1986)-  38 04 52.84546(N)    089 41 39.13804(W) AD(       ) 2
 JB1919  NAD 27      -  38 04 52.67082(N)    089 41 38.77854(W) AD(       ) 2
 JB1919  NGVD 29 (07/19/86)  183.1    (m)          601.     (f) VERT ANG       
 JB1919
 JB1919.Superseded values are not recommended for survey control.
 JB1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1919.See file dsdata.txt to determine how the superseded data were derived.
 JB1919
 JB1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6369618269(NAD 83)
 JB1919_MARKER: DD = SURVEY DISK
 JB1919_SETTING: 0 = UNSPECIFIED SETTING
 JB1919
 JB1919  HISTORY     - Date     Condition        Report By
 JB1919  HISTORY     - 1969     MONUMENTED       USGS
 JB1919
 JB1919                          STATION DESCRIPTION
 JB1919
 JB1919'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1919'STATION IS LOCATED 2.8 MI S. OF SPARTA, NEAR THE CENTER OF SEC.
 JB1919'19, T. 5 S., R. 5 W., ON LAND BELONGING TO MR. EUGENE GORDON, IN A
 JB1919'SMALL PASTURE AND ABOUT 100 YARDS NW. OF MR. GORDONS HOUSE.
 JB1919'
 JB1919'TO REACH THE STATION FROM THE SPARTA POST OFFICE, DRIVE E. ON STATE
 JB1919'HWY. 154 FOR 0.5 BLOCK, TURN RIGHT AND DRIVE S. FOR ONE BLOCK TO
 JB1919'JCT. WITH STATE HWY. 4, CONTINUE S. ON HWY. 4 FOR 2.3 MI TO JCT. OF
 JB1919'A BLACKTOP RD. LEADING W. AND A GRAVEL RD. LEADING E., TURN LEFT AND
 JB1919'DRIVE E. ON GRAVEL FOR 0.3 MI TO JCT. OF A GRAVEL RD. SSE., TURN
 JB1919'RIGHT AND DRIVE SSE. ON GRAVEL RD. FOR 0.65 MI TO STATION ON THE
 JB1919'LEFT.
 JB1919'
 JB1919'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED GORDON
 JB1919'1969 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD DRIVEN IN GROUND
 JB1919'AND SET IN 6 IN. TILE FILLED WITH GRAVEL.  REFERENCE MARKS ARE
 JB1919'FLUSH.  STATION MARK IS 12 IN. BELOW GROUND.
 JB1919'
 JB1919'STATION MARK IS 27 FT E. OF CENTER OF GRAVEL RD., 262 FT NNW. OF
 JB1919'JCT. OF DRIVE E. TO MR. GORDONS HOUSE, 32 FT W. OF CENTER OF A 15
 JB1919'IN. PEAR TREE, 7.2 FT E. OF RIGHT-OF-WAY FENCE AND A METAL
 JB1919'WITNESS POST.
 JB1919'
 JB1919'REFERENCE MARK 1 IS 45.90 FT (13.990 M.) WSW. OF STATION, 18 FT
 JB1919'W. OF CENTER OF GRAVEL RD. AND 1 FT E. OF RIGHT-OF-WAY FENCE AND A
 JB1919'METAL WITNESS POST.
 JB1919'
 JB1919'REFERENCE MARK 2 IS 57.03 FT (17.383 M.) NNW. OF STATION, 20 FT
 JB1919'E. OF CENTER OF RD., 2.7 FT S. OF A FENCE COR. AND 1 FT E. OF
 JB1919'RIGHT-OF-WAY FENCE.
 JB1919'
 JB1919'HEIGHT OF LIGHT ABOVE STATION 32.71 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1468 ***********************************************************************
 HB1468  DESIGNATION -  GOSSETT
 HB1468  PID         -  HB1468
 HB1468  STATE/COUNTY-  IL/WHITE
 HB1468  USGS QUAD   -  NORRIS CITY (1963)
 HB1468
 HB1468                         *CURRENT SURVEY CONTROL
 HB1468  ___________________________________________________________________
 HB1468* NAD 83(1997)-  37 55 24.10659(N)    088 21 10.52108(W)     ADJUSTED  
 HB1468* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 HB1468  ___________________________________________________________________
 HB1468  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HB1468  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HB1468
 HB1468  HORZ ORDER  -  SECOND
 HB1468
 HB1468.The horizontal coordinates were established by classical geodetic methods
 HB1468.and adjusted by the National Geodetic Survey in October 1999..
 HB1468
 HB1468.The orthometric height was scaled from a topographic map.
 HB1468
 HB1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1468
 HB1468.The geoid height was determined by GEOID03.
 HB1468
 HB1468;                    North         East     Units Scale Factor Converg.
 HB1468;SPC IL E     -   139,468.858   298,277.687   MT  0.99997504   -0 00 43.3
 HB1468;SPC IL E     -   457,574.08    978,599.38   sFT  0.99997504   -0 00 43.3
 HB1468;UTM  16      - 4,198,174.971   381,090.780   MT  0.99977415   -0 49 53.8
 HB1468
 HB1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1468!SPC IL E     -   0.99998356  x   0.99997504  =   0.99995860
 HB1468!UTM  16      -   0.99998356  x   0.99977415  =   0.99975771
 HB1468
 HB1468:                Primary Azimuth Mark                     Grid Az
 HB1468:SPC IL E     -  NORRIS CITY RADIO KSB 948 MAST           016 46 17.4
 HB1468:UTM  16      -  NORRIS CITY RADIO KSB 948 MAST           017 35 27.9
 HB1468
 HB1468|---------------------------------------------------------------------|
 HB1468| PID    Reference Object                     Distance      Geod. Az  |
 HB1468|                                                           dddmmss.s |
 HB1468| HB1470 NORRIS CITY RADIO KSB 948 MAST      APPROX. 7.5 KM 0164534.1 |
 HB1468| CI3712 GOSSETT RM 1                         23.928 METERS 14717     |
 HB1468| CI3713 GOSSETT RM 2                         24.204 METERS 26837     |
 HB1468| CI3711 GOSSETT AZ MK                                      2714723.7 |
 HB1468|---------------------------------------------------------------------|
 HB1468
 HB1468                          SUPERSEDED SURVEY CONTROL
 HB1468
 HB1468  NAD 83(1997)-  37 55 24.11015(N)    088 21 10.52108(W) AD(       ) 2
 HB1468  NAD 83(1997)-  37 55 24.11180(N)    088 21 10.52048(W) AD(       ) 2
 HB1468  NAD 83(1986)-  37 55 24.11701(N)    088 21 10.52313(W) AD(       ) 2
 HB1468  NAD 27      -  37 55 23.95126(N)    088 21 10.36352(W) AD(       ) 2
 HB1468
 HB1468.Superseded values are not recommended for survey control.
 HB1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1468.See file dsdata.txt to determine how the superseded data were derived.
 HB1468
 HB1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8109198175(NAD 83)
 HB1468_MARKER: DS = TRIANGULATION STATION DISK
 HB1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1468
 HB1468  HISTORY     - Date     Condition        Report By
 HB1468  HISTORY     - 1957     MONUMENTED       CGS
 HB1468
 HB1468                          STATION DESCRIPTION
 HB1468
 HB1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1468'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF NORRIS CITY, 3 MILES
 HB1468'NORTHWEST OF OMAHA, ON PROPERTY OWNED BY MR.  WALTER EDWARDS
 HB1468'WHO LIVES JUST EAST OF THE STATION. IT IS 35 FEET SOUTH OF THE
 HB1468'CENTERLINE OF A GRAVELED ROAD, 35 FEET NORTHWEST OF THE
 HB1468'NORTHWEST CORNER OF A WOODEN SHED, 40 FEET NORTH OF THE NORTHEAST
 HB1468'CORNER OF A SMALLER WOODEN SHED, 10 FEET SOUTHEAST OF A WHITE
 HB1468'WITNESS POST AND 4 FEET SOUTH OF A WIRE FENCE. THE MONUMENT IS FLUSH
 HB1468'AND THE DISK IS STAMPED GOSSETT 1957.
 HB1468'
 HB1468'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 HB1468'HIGHWAY 1 ABOUT 1.0 MILE SOUTH OF NORRIS CITY, GO SOUTHWEST ON
 HB1468'HIGHWAY 45 FOR 3.3 MILES TO A GRAVELED CROSSROAD. TURN RIGHT CROSSING
 HB1468'THE RAILROAD OVERPASS AND GO WEST ON GRAVELED ROAD FOR 0.15
 HB1468'MILE TO THE STATION ON THE LEFT. CONTINUE WEST ON THE GRAVELED ROAD
 HB1468'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HB1468'
 HB1468'REFERENCE MARK 1 IS 26 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HB1468'WOODEN SHED, 24 FEET NORTHEAST OF THE NORTHEAST CORNER
 HB1468'OF A WOODEN CHICKEN HOUSE AND 13 FEET EAST OF AN 8 INCH PEACH TREE.
 HB1468'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GOSSETT NO 1
 HB1468'1957.
 HB1468'
 HB1468'REFERENCE MARK 2 IS 35 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HB1468'ROAD, 23 FEET SOUTHWEST OF A 6 INCH SASSAFRAS TREE AND 16 FEET
 HB1468'SOUTH OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1468'GOSSETT NO 2 1957.
 HB1468'
 HB1468'THE AZIMUTH MARK IS 31 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 HB1468'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 HB1468'POWER LINE POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1468'GOSSETT 1957.
 HB1468'
 HB1468'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1863 ***********************************************************************
 HB1863  DESIGNATION -  GPS 4
 HB1863  PID         -  HB1863
 HB1863  STATE/COUNTY-  IL/POPE
 HB1863  USGS QUAD   -  EDDYVILLE (1996)
 HB1863
 HB1863                         *CURRENT SURVEY CONTROL
 HB1863  ___________________________________________________________________
 HB1863* NAD 83(1997)-  37 30 43.44540(N)    088 36 15.53431(W)     ADJUSTED  
 HB1863* NAVD 88     -       207.4    (meters)     680.     (feet)  GPS OBS   
 HB1863  ___________________________________________________________________
 HB1863  X           -     123,385.437 (meters)                     COMP
 HB1863  Y           -  -5,064,227.887 (meters)                     COMP
 HB1863  Z           -   3,862,735.260 (meters)                     COMP
 HB1863  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 HB1863  ELLIP HEIGHT-         178.38  (meters)          (03/08/05) GPS OBS
 HB1863  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HB1863
 HB1863  HORZ ORDER  -  FIRST
 HB1863  ELLP ORDER  -  FOURTH    CLASS I
 HB1863
 HB1863.The horizontal coordinates were established by classical geodetic methods
 HB1863.and adjusted by the National Geodetic Survey in October 1999..
 HB1863
 HB1863.The orthometric height was determined by GPS observations and a
 HB1863.high-resolution geoid model.
 HB1863
 HB1863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1863
 HB1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1863
 HB1863.The ellipsoidal height was determined by GPS observations
 HB1863.and is referenced to NAD 83.
 HB1863
 HB1863.The geoid height was determined by GEOID03.
 HB1863
 HB1863;                    North         East     Units Scale Factor Converg.
 HB1863;SPC IL E     -    93,854.239   276,042.751   MT  0.99998207   -0 09 54.0
 HB1863;SPC IL E     -   307,920.12    905,650.26   sFT  0.99998207   -0 09 54.0
 HB1863;UTM  16      - 4,152,889.161   358,212.461   MT  0.99984763   -0 58 37.5
 HB1863
 HB1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1863!SPC IL E     -   0.99997201  x   0.99998207  =   0.99995408
 HB1863!UTM  16      -   0.99997201  x   0.99984763  =   0.99981964
 HB1863
 HB1863                          SUPERSEDED SURVEY CONTROL
 HB1863
 HB1863  ELLIP H (10/21/99)  178.39   (m)                       GP(       ) 4 1
 HB1863  NAD 83(1997)-  37 30 43.45007(N)    088 36 15.53335(W) AD(       ) 1
 HB1863  NAD 83(1986)-  37 30 43.45630(N)    088 36 15.53687(W) AD(       ) 1
 HB1863
 HB1863.Superseded values are not recommended for survey control.
 HB1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1863.See file dsdata.txt to determine how the superseded data were derived.
 HB1863
 HB1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5821252889(NAD 83)
 HB1863_MARKER: DD = SURVEY DISK
 HB1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1863_SP_SET: CONCRETE POST
 HB1863_STAMPING: GPS-4 USFS 1987
 HB1863_MARK LOGO: USFS  
 HB1863_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1863+STABILITY: POSITION/ELEVATION WELL
 HB1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1863+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1863
 HB1863  HISTORY     - Date     Condition        Report By
 HB1863  HISTORY     - 1987     MONUMENTED       USFS
 HB1863  HISTORY     - 19921212 GOOD
 HB1863
 HB1863                          STATION DESCRIPTION
 HB1863
 HB1863'DESCRIBED BY US FOREST SERVICE 1987
 HB1863'FROM THE INTERSECTION OF HIGHWAYS 34 AND 145 JUST SOUTH OF
 HB1863'MITCHELLSVILLE, ILLINOIS, THENCE CONTINUE SOUTH ON HIGHWAY 145 13.5
 HB1863'KM (8.4 MI) TO THE INTERSECTION WITH A GRAVEL ROAD ON THE RIGHT, TURN
 HB1863'RIGHT AND CONTINUE WEST 0.13 KM (0.08 MI) TO A GRAVEL ROAD ON THE
 HB1863'LEFT, TURN LEFT AND PROCEED SOUTH 1.3 KM (0.8 MI) TO A GRAVEL ROAD ON
 HB1863'THE RIGHT, TURN RIGHT AND PROCEED 1.3 KM (0.8 MI) TO A GRAVEL DRIVE
 HB1863'ON THE LEFT, TURN LEFT AND PROCEED SOUTH ON GRAVEL ROAD 1.13 KM
 HB1863'(0.70 MI) TO THE STATION LOCATED APPROXIMATELY 31.09 M (102.00 FT)
 HB1863'LEFT (EAST) OF THE ROAD IN A PASTURE.  STATION GPS-4 IS A CIRCULAR
 HB1863'INSCRIBED BRASS CAP SET IN CONCRETE GPS-4-1987-USFS.
 HB1863'1.)  25.7M EAST OF A NORTHSOUTH FENCELINE.
 HB1863'2.)  29.3M SOUTH OF AN EASTWEST FENCELINE.
 HB1863'3.)  31.1M EAST OF THE CENTERLINE OF THE ROAD.
 HB1863
 HB1863                          STATION RECOVERY (1992)
 HB1863
 HB1863'RECOVERED 1992
 HB1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1864 ***********************************************************************
 HB1864  DESIGNATION -  GPS 6
 HB1864  PID         -  HB1864
 HB1864  STATE/COUNTY-  IL/POPE
 HB1864  USGS QUAD   -  GLENDALE (1962)
 HB1864
 HB1864                         *CURRENT SURVEY CONTROL
 HB1864  ___________________________________________________________________
 HB1864* NAD 83(1997)-  37 25 24.77155(N)    088 42 35.49627(W)     ADJUSTED  
 HB1864* NAVD 88     -       165.3    (meters)     542.     (feet)  GPS OBS   
 HB1864  ___________________________________________________________________
 HB1864  X           -     114,190.195 (meters)                     COMP
 HB1864  Y           -  -5,070,388.348 (meters)                     COMP
 HB1864  Z           -   3,854,911.812 (meters)                     COMP
 HB1864  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HB1864  ELLIP HEIGHT-         136.40  (meters)          (03/08/05) GPS OBS
 HB1864  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 HB1864
 HB1864  HORZ ORDER  -  FIRST
 HB1864  ELLP ORDER  -  FOURTH    CLASS I
 HB1864
 HB1864.The horizontal coordinates were established by classical geodetic methods
 HB1864.and adjusted by the National Geodetic Survey in October 1999..
 HB1864
 HB1864.The orthometric height was determined by GPS observations and a
 HB1864.high-resolution geoid model.
 HB1864
 HB1864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1864
 HB1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1864
 HB1864.The ellipsoidal height was determined by GPS observations
 HB1864.and is referenced to NAD 83.
 HB1864
 HB1864.The geoid height was determined by GEOID03.
 HB1864
 HB1864;                    North         East     Units Scale Factor Converg.
 HB1864;SPC IL E     -    84,061.960   266,672.310   MT  0.99998868   -0 13 43.7
 HB1864;SPC IL E     -   275,793.28    874,907.40   sFT  0.99998868   -0 13 43.7
 HB1864;UTM  16      - 4,143,231.702   348,705.459   MT  0.99988196   -1 02 21.4
 HB1864
 HB1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1864!SPC IL E     -   0.99997860  x   0.99998868  =   0.99996728
 HB1864!UTM  16      -   0.99997860  x   0.99988196  =   0.99986056
 HB1864
 HB1864                          SUPERSEDED SURVEY CONTROL
 HB1864
 HB1864  ELLIP H (10/21/99)  136.39   (m)                       GP(       ) 4 1
 HB1864  NAD 83(1997)-  37 25 24.77633(N)    088 42 35.49479(W) AD(       ) 1
 HB1864  NAD 83(1986)-  37 25 24.78237(N)    088 42 35.49838(W) AD(       ) 1
 HB1864
 HB1864.Superseded values are not recommended for survey control.
 HB1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1864.See file dsdata.txt to determine how the superseded data were derived.
 HB1864
 HB1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4870543232(NAD 83)
 HB1864_MARKER: DD = SURVEY DISK
 HB1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1864_SP_SET: CONCRETE POST
 HB1864_STAMPING: GPS-6 USFS
 HB1864_MARK LOGO: USFS  
 HB1864_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1864+STABILITY: POSITION/ELEVATION WELL
 HB1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1864+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1864
 HB1864  HISTORY     - Date     Condition        Report By
 HB1864  HISTORY     - 1987     MONUMENTED       USGS
 HB1864  HISTORY     - 19921212 GOOD
 HB1864
 HB1864                          STATION DESCRIPTION
 HB1864
 HB1864'DESCRIBED BY US GEOLOGICAL SURVEY 1987
 HB1864'FROM THE INTERSECTION OF ILLINOIS HIGHWAYS 145 AND 147 WHICH IS
 HB1864'NORTHEAST OF THE TOWN OF GLENDALE, PROCEED SOUTH ON ROUTE 145 3.54 KM
 HB1864'(2.20 MI) TO AN INTERSECTION WITH A ROAD ON THE RIGHT, TURN RIGHT ON
 HB1864'050 E. AIRPORT ROAD AND PROCEED WEST 2.75 KM (1.71 MI) TO A TEE
 HB1864'INTERSECTION WITH COUNTY ROAD 2420 N. (BULL PEN ROAD), TURN LEFT AND
 HB1864'PROCEED 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT (SOUTH) SIDE OF
 HB1864'THE ROAD IN A CURVE TO THE LEFT (SOUTH) ALONG A FENCELINE.  STATION
 HB1864'GPS-6 IS A CIRCULAR INSCRIBED BRASS CAP SET IN CONCRETE GPS-6 -1987-
 HB1864'USGS
 HB1864'1.)  7.9M SOUTH OF THE CENTERLINE OF THE ROAD.
 HB1864'2.)  17.1M SOUTHWEST OF A POWER POLE TO THE NORTHEAST.
 HB1864'3.)  46.6M SOUTHEAST OF A SIGN POST TO THE NORTHEAST.
 HB1864
 HB1864                          STATION RECOVERY (1992)
 HB1864
 HB1864'RECOVERED 1992
 HB1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1865 ***********************************************************************
 HB1865  DESIGNATION -  GPS 7
 HB1865  PID         -  HB1865
 HB1865  STATE/COUNTY-  IL/POPE
 HB1865  USGS QUAD   -  WALTERSBURG (1996)
 HB1865
 HB1865                         *CURRENT SURVEY CONTROL
 HB1865  ___________________________________________________________________
 HB1865* NAD 83(1997)-  37 25 21.49940(N)    088 36 09.02636(W)     ADJUSTED  
 HB1865* NAVD 88     -       168.6    (meters)     553.     (feet)  GPS OBS   
 HB1865  ___________________________________________________________________
 HB1865  X           -     123,691.727 (meters)                     COMP
 HB1865  Y           -  -5,070,229.393 (meters)                     COMP
 HB1865  Z           -   3,854,833.695 (meters)                     COMP
 HB1865  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HB1865  ELLIP HEIGHT-         139.69  (meters)          (03/08/05) GPS OBS
 HB1865  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HB1865
 HB1865  HORZ ORDER  -  FIRST
 HB1865  ELLP ORDER  -  FOURTH    CLASS I
 HB1865
 HB1865.The horizontal coordinates were established by classical geodetic methods
 HB1865.and adjusted by the National Geodetic Survey in October 1999..
 HB1865
 HB1865.The orthometric height was determined by GPS observations and a
 HB1865.high-resolution geoid model.
 HB1865
 HB1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1865
 HB1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1865
 HB1865.The ellipsoidal height was determined by GPS observations
 HB1865.and is referenced to NAD 83.
 HB1865
 HB1865.The geoid height was determined by GEOID03.
 HB1865
 HB1865;                    North         East     Units Scale Factor Converg.
 HB1865;SPC IL E     -    83,928.546   276,174.209   MT  0.99998199   -0 09 48.9
 HB1865;SPC IL E     -   275,355.57    906,081.55   sFT  0.99998199   -0 09 48.9
 HB1865;UTM  16      - 4,142,963.935   358,203.375   MT  0.99984767   -0 58 26.4
 HB1865
 HB1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1865!SPC IL E     -   0.99997808  x   0.99998199  =   0.99996007
 HB1865!UTM  16      -   0.99997808  x   0.99984767  =   0.99982575
 HB1865
 HB1865                          SUPERSEDED SURVEY CONTROL
 HB1865
 HB1865  ELLIP H (10/21/99)  139.67   (m)                       GP(       ) 4 1
 HB1865  NAD 83(1997)-  37 25 21.50422(N)    088 36 09.02496(W) AD(       ) 1
 HB1865  NAD 83(1986)-  37 25 21.51024(N)    088 36 09.02855(W) AD(       ) 1
 HB1865
 HB1865.Superseded values are not recommended for survey control.
 HB1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1865.See file dsdata.txt to determine how the superseded data were derived.
 HB1865
 HB1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5820342964(NAD 83)
 HB1865_MARKER: DD = SURVEY DISK
 HB1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1865_SP_SET: CONCRETE POST
 HB1865_STAMPING: GPS-7 USFS
 HB1865_MARK LOGO: USFS  
 HB1865_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1865+STABILITY: POSITION/ELEVATION WELL
 HB1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1865+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1865
 HB1865  HISTORY     - Date     Condition        Report By
 HB1865  HISTORY     - 1987     MONUMENTED       USFS
 HB1865  HISTORY     - 19921212 GOOD
 HB1865
 HB1865                          STATION DESCRIPTION
 HB1865
 HB1865'DESCRIBED BY US FOREST SERVICE 1987
 HB1865'FROM THE INTERSECTION OF ILLINOIS HIGHWAYS 145 AND 147 WHICH IS
 HB1865'NORTHEAST OF THE TOWN OF GLENDALE, PROCEED SOUTH ON ROUTE 145 1.13 KM
 HB1865'(0.70 MI) TO AN INTERSECTION WITH A PAVED ROAD, TURN LEFT (EAST) AND
 HB1865'PROCEED 0.32 KM (0.20 MI) TO A FORK IN THE ROAD, PROCEED TO THE RIGHT
 HB1865'6.4 KM (4.0 MI) ON A GRAVEL ROAD TO A TEE IN THE ROAD, TURN RIGHT
 HB1865'(SOUTH) AND PROCEED 1.8 KM (1.1 MI) TO THE STATION ON THE LEFT (WEST)
 HB1865'SIDE OF THE ROAD.  STATION GPS-7 IS A CIRCULAR INSCRIBED BRASS CAP SET
 HB1865'IN CONCRETE GPS-7 -USGS- 1987
 HB1865'1.)  7.25M SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 HB1865'2.)  1.22M NORTHEAST OF THE FACE OF FENCELINE.
 HB1865'3.)  30.0M NORTHWEST OF A 10 INCH DIA. CEDAR TREE.
 HB1865
 HB1865                          STATION RECOVERY (1992)
 HB1865
 HB1865'RECOVERED 1992
 HB1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7933 ***********************************************************************
 DF7933  HT_MOD      -  This is a Height Modernization Survey Station.
 DF7933  DESIGNATION -  GR 37308900
 DF7933  PID         -  DF7933
 DF7933  STATE/COUNTY-  IL/JOHNSON
 DF7933  USGS QUAD   -  VIENNA (1996)
 DF7933
 DF7933                         *CURRENT SURVEY CONTROL
 DF7933  ___________________________________________________________________
 DF7933* NAD 83(1997)-  37 29 13.70193(N)    088 59 35.98819(W)     ADJUSTED  
 DF7933* NAVD 88     -       122.05   (meters)     400.4    (feet)  GPS OBS   
 DF7933  ___________________________________________________________________
 DF7933  X           -      89,027.223 (meters)                     COMP
 DF7933  Y           -  -5,066,565.512 (meters)                     COMP
 DF7933  Z           -   3,860,488.421 (meters)                     COMP
 DF7933  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DF7933  ELLIP HEIGHT-          93.36  (meters)          (09/08/03) GPS OBS
 DF7933  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DF7933
 DF7933  HORZ ORDER  -  B
 DF7933  ELLP ORDER  -  FOURTH    CLASS I
 DF7933
 DF7933.The horizontal coordinates were established by GPS observations
 DF7933.and adjusted by the National Geodetic Survey in September 2003..
 DF7933
 DF7933.The orthometric height was determined by GPS observations and a
 DF7933.high-resolution geoid model using precise GPS observation and
 DF7933.processing techniques.
 DF7933
 DF7933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7933
 DF7933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7933
 DF7933.The ellipsoidal height was determined by GPS observations
 DF7933.and is referenced to NAD 83.
 DF7933
 DF7933.The geoid height was determined by GEOID03.
 DF7933
 DF7933;                    North         East     Units Scale Factor Converg.
 DF7933;SPC IL E     -    91,257.643   241,630.610   MT  1.00001695   -0 24 06.0
 DF7933;SPC IL E     -   299,401.12    792,749.76   sFT  1.00001695   -0 24 06.0
 DF7933;UTM  16      - 4,150,780.621   323,769.889   MT  0.99998256   -1 12 48.3
 DF7933
 DF7933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7933!SPC IL E     -   0.99998535  x   1.00001695  =   1.00000230
 DF7933!UTM  16      -   0.99998535  x   0.99998256  =   0.99996791
 DF7933
 DF7933                          SUPERSEDED SURVEY CONTROL
 DF7933
 DF7933.No superseded survey control is available for this station.
 DF7933
 DF7933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2377050781(NAD 83)
 DF7933_MARKER: A = ALUMINUM MARKER
 DF7933_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7933_STAMPING: GR 37308900 2002
 DF7933_MARK LOGO: USACE 
 DF7933_PROJECTION: FLUSH
 DF7933_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7933_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF7933+STABILITY: POSITION/ELEVATION WELL
 DF7933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7933+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 DF7933_ROD/PIPE-DEPTH:  7.1 meters
 DF7933_SLEEVE-DEPTH  :  0.9 meters
 DF7933
 DF7933  HISTORY     - Date     Condition        Report By
 DF7933  HISTORY     - 20020325 MONUMENTED       USACE
 DF7933
 DF7933                          STATION DESCRIPTION
 DF7933
 DF7933'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 (DG)
 DF7933'MARK IS LOCATED 1.7 MILES (2.7 KILOMETERS) NORTHWEST OF BUNCOMBE,
 DF7933'ILLINOIS. TO REACH THE
 DF7933'MARK FROM I-57 EXIT 30, ILLINOIS STATE HIGHWAY 146 NEAR ANNA,
 DF7933'ILLINOIS. PROCEED EAST ALONG
 DF7933'ILLINOIS STATE HIGHWAY 146 FOR 9.7 MILES (15.6 KILOMETERS) TO ITS
 DF7933'INTERSECTION WITH ILLINOIS
 DF7933'STATE HIGHWAY 37. TO REACH THE MARK FROM I-24 EXIT 16 ILLINOIS STATE
 DF7933'HIGHWAY 146 NEAR
 DF7933'VIENNA, ILLINOIS, PROCEED WEST ALONG ILLINOIS STATE HIGHWAY 146 FOR
 DF7933'5.8 MILES (9.3
 DF7933'KILOMETERS) TO ITS INTERSECTION WITH ILLINOIS STATE HIGHWAY 37. TURN
 DF7933'ONTO ILLINOIS STATE
 DF7933'HIGHWAY 37 AND PROCEED NORTH FOR 3.15 MILES (5.1 KILOMETERS) TO THE
 DF7933'INTERSECTION OF
 DF7933'ILLINOIS STATE HIGHWAY 37 AND MAIN STREET IN THE TOWN OF BUNCOMBE,
 DF7933'ILLINOIS. TURN LEFT
 DF7933'AND PROCEED WEST ALONG MAIN STREET TO ITS JUNCTION WITH LICK CREEK
 DF7933'ROAD. TURN RIGHT ON
 DF7933'LICK CREEK ROAD AND PROCEED NORTHWEST FOR 1.5 MILES (2.4 KILOMETERS)
 DF7933'TO THE
 DF7933'INTERSECTION OF LICK CREEK ROAD AND BILLINGSLY LANE AND THE MARK ON
 DF7933'THE RIGHT. MARK IS
 DF7933'LOCATED 57.0 FEET (17.4 METERS) NORTH OF LICK CREEK ROAD CENTERLINE,
 DF7933'20.0 FEET (6.1 METERS)
 DF7933'WEST OF BILLINGSLY LANE CENTERLINE AND 20.2 FEET (6.2 METERS) NORTH OF
 DF7933'A ROAD
 DF7933'INTERSECTION SIGN AND STOP SIGN. A STAINLESS STEEL ROD WITH A DRILLED
 DF7933'DATUM POINT UNDER
 DF7933'AN ACCESS CAP STAMPED GR 37308900 2002. MARK IS RECESSED 8 CENTIMETERS
 DF7933'UNDER ACCESS
 DF7933'COVER.
 DF7933'SECTION 9, TOWNSHIP 12 SOUTH, RANGE 2 EAST.
 DF7933'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2811 ***********************************************************************
 ME2811  DESIGNATION -  GRACE
 ME2811  PID         -  ME2811
 ME2811  STATE/COUNTY-  IL/COOK
 ME2811  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2811
 ME2811                         *CURRENT SURVEY CONTROL
 ME2811  ___________________________________________________________________
 ME2811* NAD 83(1997)-  41 57 04.75080(N)    087 39 01.20019(W)     ADJUSTED  
 ME2811* NAVD 88     -       253.9    (meters)     833.     (feet)  VERTCON   
 ME2811  ___________________________________________________________________
 ME2811  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 ME2811  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 ME2811
 ME2811  HORZ ORDER  -  FIRST
 ME2811
 ME2811.The horizontal coordinates were established by classical geodetic methods
 ME2811.and adjusted by the National Geodetic Survey in October 1999..
 ME2811
 ME2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2811
 ME2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2811
 ME2811.The geoid height was determined by GEOID03.
 ME2811
 ME2811;                    North         East     Units Scale Factor Converg.
 ME2811;SPC IL E     -   586,921.324   356,628.904   MT  1.00001444   +0 27 23.7
 ME2811;SPC IL E     - 1,925,591.04  1,170,040.00   sFT  1.00001444   +0 27 23.7
 ME2811;UTM  16      - 4,644,575.822   446,099.780   MT  0.99963575   -0 26 05.1
 ME2811
 ME2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2811!SPC IL E     -   0.99996545  x   1.00001444  =   0.99997989
 ME2811!UTM  16      -   0.99996545  x   0.99963575  =   0.99960121
 ME2811
 ME2811:                Primary Azimuth Mark                     Grid Az
 ME2811:SPC IL E     -  STD 244 COC                              341 24 01.0
 ME2811:UTM  16      -  STD 244 COC                              342 17 29.8
 ME2811
 ME2811|---------------------------------------------------------------------|
 ME2811| PID    Reference Object                     Distance      Geod. Az  |
 ME2811|                                                           dddmmss.s |
 ME2811| ME2813 STD 244 COC                         APPROX. 1.2 KM 3415124.7 |
 ME2811|---------------------------------------------------------------------|
 ME2811
 ME2811                          SUPERSEDED SURVEY CONTROL
 ME2811
 ME2811  NAD 83(1997)-  41 57 04.75100(N)    087 39 01.20068(W) AD(       ) 1
 ME2811  NAD 83(1997)-  41 57 04.75485(N)    087 39 01.21424(W) AD(       ) 1
 ME2811  NAD 83(1986)-  41 57 04.75580(N)    087 39 01.21333(W) AD(       ) 1
 ME2811  NAD 27      -  41 57 04.63710(N)    087 39 01.01559(W) AD(       ) 1
 ME2811  NGVD 29 (07/19/86)  254.0    (m)          833.     (f) VERT ANG       
 ME2811
 ME2811.Superseded values are not recommended for survey control.
 ME2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2811.See file dsdata.txt to determine how the superseded data were derived.
 ME2811
 ME2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4610044576(NAD 83)
 ME2811_MARKER: DD = SURVEY DISK
 ME2811_SETTING: 0 = UNSPECIFIED SETTING
 ME2811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2811
 ME2811  HISTORY     - Date     Condition        Report By
 ME2811  HISTORY     - 1977     MONUMENTED       NGS
 ME2811
 ME2811                          STATION DESCRIPTION
 ME2811
 ME2811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2811'THE STATION IS LOCATED IN THE NORTH SECTION OF CHICAGO, ON THE
 ME2811'ROOF OF THE PARKWAY MANAGEMENT COMPANY APARTMENT BUILDING, AT
 ME2811'810 GRACE STREET IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 ME2811'GRACE STREET AND HALSTED STREET.
 ME2811'
 ME2811'THE STATION MARK, A STANDARD DISK STAMPED---GRACE 1977---, IS
 ME2811'GLUED TO THE ROOF AND COVERED WITH A COPPER LINCOLN HAT THAT
 ME2811'PROJECTS 3 INCHES ABOVE THE ROOF SURFACE.  IT IS 9.9 FEET
 ME2811'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOILER ROOM,
 ME2811'7.0 FEET NORTH OF THE OUTSIDE EDGE OF THE SOUTH PARAPET WALL
 ME2811'AND 7.0 FEET EAST OF THE OUTSIDE EDGE OF THE WEST PARAPET
 ME2811'WALL.
 ME2811'
 ME2811'NO REFERENCE MARKS WERE SET AT THIS STATION.
 ME2811'
 ME2811'STATION BM STD 244 COC CAN SERVE AS AN AZIMUTH MARK.
 ME2811'
 ME2811'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1116 ***********************************************************************
 NH1116  DESIGNATION -  GRAFTON
 NH1116  PID         -  NH1116
 NH1116  STATE/COUNTY-  IL/MCHENRY
 NH1116  USGS QUAD   -  HUNTLEY (1992)
 NH1116
 NH1116                         *CURRENT SURVEY CONTROL
 NH1116  ___________________________________________________________________
 NH1116* NAD 83(1997)-  42 14 11.82507(N)    088 25 14.49528(W)     ADJUSTED  
 NH1116* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 NH1116  ___________________________________________________________________
 NH1116  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 NH1116  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NH1116
 NH1116  HORZ ORDER  -  THIRD
 NH1116
 NH1116.The horizontal coordinates were established by classical geodetic methods
 NH1116.and adjusted by the National Geodetic Survey in October 1999..
 NH1116
 NH1116.The orthometric height was scaled from a topographic map.
 NH1116
 NH1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1116
 NH1116.The geoid height was determined by GEOID03.
 NH1116
 NH1116;                    North         East     Units Scale Factor Converg.
 NH1116;SPC IL E     -   618,388.138   292,789.230   MT  0.99997564   -0 03 31.4
 NH1116;SPC IL E     - 2,028,828.42    960,592.67   sFT  0.99997564   -0 03 31.4
 NH1116;UTM  16      - 4,677,025.216   382,777.287   MT  0.99976907   -0 57 18.3
 NH1116
 NH1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1116!SPC IL E     -   0.99996091  x   0.99997564  =   0.99993655
 NH1116!UTM  16      -   0.99996091  x   0.99976907  =   0.99972999
 NH1116
 NH1116|---------------------------------------------------------------------|
 NH1116| PID    Reference Object                     Distance      Geod. Az  |
 NH1116|                                                           dddmmss.s |
 NH1116| CI9656 GRAFTON RM 1                         19.957 METERS 05557     |
 NH1116| CI9655 GRAFTON AZ MK                                      0851840.3 |
 NH1116| NH1110 PLATO                               APPROX.24.1 KM 1923449.5 |
 NH1116| CI9657 GRAFTON RM 2                         28.337 METERS 35932     |
 NH1116|---------------------------------------------------------------------|
 NH1116
 NH1116                          SUPERSEDED SURVEY CONTROL
 NH1116
 NH1116  NAD 83(1997)-  42 14 11.82561(N)    088 25 14.49793(W) AD(       ) 3
 NH1116  NAD 83(1986)-  42 14 11.82379(N)    088 25 14.50584(W) AD(       ) 3
 NH1116  NAD 27      -  42 14 11.73060(N)    088 25 14.20180(W) AD(       ) 3
 NH1116
 NH1116.Superseded values are not recommended for survey control.
 NH1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1116.See file dsdata.txt to determine how the superseded data were derived.
 NH1116
 NH1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8277777025(NAD 83)
 NH1116_MARKER: DS = TRIANGULATION STATION DISK
 NH1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1116
 NH1116  HISTORY     - Date     Condition        Report By
 NH1116  HISTORY     - 1954     MONUMENTED       CGS
 NH1116  HISTORY     - 1966     GOOD             CGS
 NH1116
 NH1116                          STATION DESCRIPTION
 NH1116
 NH1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1116'STATION IS LOCATED ABOUT 6 MILES WEST OF CRYSTAL LAKE, 6 MILES
 NH1116'SOUTH OF WOODSTOCK, 5 MILES NORTH OF HUNTLEY, AND IS IN A
 NH1116'FARM YARD OWNED BY MR. GEORGE ROESSLEIN.  IT IS 72 FEET NORTHEAST
 NH1116'OF A CEMENT BLOCK SILO, 65 FEET SOUTH OF THE CENTERLINE OF
 NH1116'A GRAVEL ROAD, 64 FEET SOUTHWEST OF A FENCE CORNER, AND 11
 NH1116'FEET WEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY.  THE MARK
 NH1116'IS FLUSH AND THE DISK IS STAMPED GRAFTON 1954.
 NH1116'
 NH1116'REFERENCE MARK NO. 1 IS 24 FEET WEST OF A TELEPHONE POLE,
 NH1116'23 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 16 FEET
 NH1116'EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, AND 1 FOOT NORTH
 NH1116'OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1116'GRAFTON NO 1 1954.
 NH1116'
 NH1116'REFERENCE MARK NO. 2 IS 30 FEET EAST OF A PASTURE GATE, 28
 NH1116'FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 2 FEET SOUTH
 NH1116'OF A FENCE LINE, AND 1 FOOT EAST OF A WHITE WITNESS POST.
 NH1116'THE MARK IS FLUSH AND THE DISK IS STAMPED GRAFTON NO 2 1954.
 NH1116'
 NH1116'AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 NH1116'ROAD, 21 FEET NORTHEAST OF A FENCE CORNER, 2 FEET WEST OF
 NH1116'A WHITE WITNESS POST, AND 1 FOOT NORTH OF A FENCE LINE.  THE
 NH1116'MARK IS FLUSH AND THE DISK IS STAMPED GRAFTON 1954.
 NH1116'
 NH1116'TO REACH FROM THE SOUTH JUNCTION OF STATE HIGHWAY 47 AND 176,
 NH1116'GO SOUTH ON STATE HIGHWAY 47 FOR 0.6 MILE TO A SIDE ROAD
 NH1116'LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD (BALLARD ROAD)
 NH1116'FOR 0.1 MILE TO FARM ON RIGHT AND STATION AS DESCRIBED.  CONTINUE
 NH1116'EAST ON GRAVEL ROAD FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT
 NH1116'AS DESCRIBED.
 NH1116'
 NH1116'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1116
 NH1116                          STATION RECOVERY (1966)
 NH1116
 NH1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1116'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 NH1116'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND UP-ROOTED BY
 NH1116'GRADING AND SHOULD BE CONSIDERED LOST.  THE DESCRIPTION TO
 NH1116'THE STATION MARK IS GOOD BUT TO THE REFERENCE MARKS INSUFFICENT.
 NH1116'BELOW ARE LISTED THE NEW MEASUREMENTS TO REFERENCE POINTS
 NH1116'FOR THE REFERENCE MARKS.
 NH1116'
 NH1116'REFERENCE MARK 2 IS 42 FEET WEST OF THE CENTERLINE OF A
 NH1116'GRAVELED DRIVEWAY, 28 FEET SOUTH OF THE CENTERLINE OF AN OILED
 NH1116'ROAD AND 24 FEET NORTHWEST OF A SMALL PINE TREE.
 NH1116'
 NH1116'REFERENCE MARK 1 IS 33 FEET NORTH-NORTHEAST OF A 2 INCH MAPLE
 NH1116'TREE, 24 FEET WEST OF A POWER POLE AND 16 FEET EAST OF THE
 NH1116'CENTERLINE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9204 ***********************************************************************
 DE9204  DESIGNATION -  GRAFTON AZI NO 1
 DE9204  PID         -  DE9204
 DE9204  STATE/COUNTY-  IL/JERSEY
 DE9204  USGS QUAD   -  GRAFTON (1990)
 DE9204
 DE9204                         *CURRENT SURVEY CONTROL
 DE9204  ___________________________________________________________________
 DE9204* NAD 83(1997)-  38 58 06.68926(N)    090 26 01.95897(W)     ADJUSTED  
 DE9204* NAVD 88     -       129.0    (meters)     423.     (feet)  GPS OBS   
 DE9204  ___________________________________________________________________
 DE9204  X           -     -37,602.106 (meters)                     COMP
 DE9204  Y           -  -4,965,458.818 (meters)                     COMP
 DE9204  Z           -   3,989,662.055 (meters)                     COMP
 DE9204  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DE9204  ELLIP HEIGHT-          97.25  (meters)          (02/03/05) GPS OBS
 DE9204  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 DE9204
 DE9204  HORZ ORDER  -  FIRST
 DE9204  ELLP ORDER  -  FOURTH    CLASS II
 DE9204
 DE9204.The horizontal coordinates were established by GPS observations
 DE9204.and adjusted by the National Geodetic Survey in January 2003..
 DE9204
 DE9204.The orthometric height was determined by GPS observations and a
 DE9204.high-resolution geoid model.
 DE9204
 DE9204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9204
 DE9204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9204
 DE9204.The ellipsoidal height was determined by GPS observations
 DE9204.and is referenced to NAD 83.
 DE9204
 DE9204.The geoid height was determined by GEOID03.
 DE9204
 DE9204;                    North         East     Units Scale Factor Converg.
 DE9204;SPC IL W     -   255,509.222   676,843.580   MT  0.99994778   -0 10 05.0
 DE9204;SPC IL W     -   838,283.17  2,220,610.98   sFT  0.99994778   -0 10 05.0
 DE9204;UTM  15      - 4,316,415.889   722,319.158   MT  1.00020865   +1 36 52.1
 DE9204
 DE9204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9204!SPC IL W     -   0.99998474  x   0.99994778  =   0.99993252
 DE9204!UTM  15      -   0.99998474  x   1.00020865  =   1.00019339
 DE9204
 DE9204:                Primary Azimuth Mark                     Grid Az
 DE9204:SPC IL W     -  GRAFTON                                  088 31 33.0
 DE9204:UTM  15      -  GRAFTON                                  086 44 35.9
 DE9204
 DE9204|---------------------------------------------------------------------|
 DE9204| PID    Reference Object                     Distance      Geod. Az  |
 DE9204|                                                           dddmmss.s |
 DE9204| AF9279 GRAFTON                             APPROX. 0.8 KM 0882128.0 |
 DE9204|---------------------------------------------------------------------|
 DE9204
 DE9204                          SUPERSEDED SURVEY CONTROL
 DE9204
 DE9204  ELLIP H (01/06/03)   97.30   (m)                       GP(       ) 3 2
 DE9204
 DE9204.Superseded values are not recommended for survey control.
 DE9204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9204.See file dsdata.txt to determine how the superseded data were derived.
 DE9204
 DE9204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD2231916416(NAD 83)
 DE9204_MARKER: A = ALUMINUM MARKER
 DE9204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9204_STAMPING: GRAFTON AZI NO.1 1996
 DE9204_MARK LOGO: ILDT  
 DE9204_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9204+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9204
 DE9204  HISTORY     - Date     Condition        Report By
 DE9204  HISTORY     - 1996     MONUMENTED       ILDT
 DE9204
 DE9204                          STATION DESCRIPTION
 DE9204
 DE9204'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9204'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9204'STATION IS LOCATED S SIDE OF GRAFTON.  TO REACH STATION FROM IL ROUTE
 DE9204'3 AND IL ROUTE 100 IN GRAFTON, GO E ON IL ROUTE 100 FOR 0.05 MI (0.08
 DE9204'KM) TO VINE ST, GO RIGHT S ON VINE ST FOR 0.15 MI (0.24 KM) TO STATION
 DE9204'ON THE LEFT NEAR NE CORNER OF PARKING LOT OF BOAT RAMP. STATION IS
 DE9204'25.0 FEET (7.6 M) E OF CENTERLINE VINE ST, 195.0 FEET (59.4 M) S OF
 DE9204'CENTERLINE WATER ST, 76.9 FEET (23.4 M) SSE OF POWER POLE, 90.2 FEET
 DE9204'(27.5 M) E OF LIGHT POLE, 2.0 FEET (0.6 M) N OF WITNESS POST.  STATION
 DE9204'IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0180 ***********************************************************************
 JC0180  DESIGNATION -  GRAFTON GAUGE
 JC0180  PID         -  JC0180
 JC0180  STATE/COUNTY-  IL/JERSEY
 JC0180  USGS QUAD   -  GRAFTON (1990)
 JC0180
 JC0180                         *CURRENT SURVEY CONTROL
 JC0180  ___________________________________________________________________
 JC0180* NAD 83(1986)-  38 58 06.     (N)    090 26 04.     (W)     SCALED    
 JC0180* NAVD 88     -       130.182  (meters)     427.11   (feet)  ADJUSTED  
 JC0180  ___________________________________________________________________
 JC0180  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JC0180  DYNAMIC HT  -         130.103 (meters)     426.85  (feet)  COMP
 JC0180  MODELED GRAV-     980,017.0   (mgal)                       NAVD 88
 JC0180
 JC0180  VERT ORDER  -  FIRST     CLASS II
 JC0180
 JC0180.The horizontal coordinates were scaled from a topographic map and have
 JC0180.an estimated accuracy of +/- 6 seconds.
 JC0180
 JC0180.The orthometric height was determined by differential leveling
 JC0180.and adjusted by the National Geodetic Survey in June 1991..
 JC0180
 JC0180.The geoid height was determined by GEOID03.
 JC0180
 JC0180.The dynamic height is computed by dividing the NAVD 88
 JC0180.geopotential number by the normal gravity value computed on the
 JC0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0180.degrees latitude (g = 980.6199 gals.).
 JC0180
 JC0180.The modeled gravity was interpolated from observed gravity values.
 JC0180
 JC0180;                    North         East    Units  Estimated Accuracy
 JC0180;SPC IL W     -   255,490.      676,790.      MT  (+/- 180 meters Scaled)
 JC0180
 JC0180                          SUPERSEDED SURVEY CONTROL
 JC0180
 JC0180  NGVD 29 (??/??/92)  130.305  (m)          427.51   (f) ADJ UNCH    1 2
 JC0180
 JC0180.Superseded values are not recommended for survey control.
 JC0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0180.See file dsdata.txt to determine how the superseded data were derived.
 JC0180
 JC0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD222163(NAD 83)
 JC0180_MARKER: B = BOLT
 JC0180_SETTING: 66 = SET IN ROCK OUTCROP
 JC0180_SP_SET: ROCK CUT
 JC0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0180+STABILITY: POSITION/ELEVATION WELL
 JC0180
 JC0180  HISTORY     - Date     Condition        Report By
 JC0180  HISTORY     - UNK      MONUMENTED       MRC
 JC0180  HISTORY     - 1961     GOOD             NGS
 JC0180
 JC0180                          STATION DESCRIPTION
 JC0180
 JC0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JC0180'AT GRAFTON.
 JC0180'AT GRAFTON, 0.1 MILE SOUTH ALONG BROWN STREET FROM THE POST
 JC0180'OFFICE, ABOUT 125 YARDS EAST OF THE GRAFTON BOAT CO., ALONG
 JC0180'THE NORTH BANK OF THE MISSISSIPPI RIVER, NEAR THE MOUTH OF THE
 JC0180'ILLINOIS RIVER, ABOUT 75 YARDS SOUTHEAST OF THE JUNCTION OF FRONT
 JC0180'AND BROWN STREET, ALONG A NARROW ROAD LEADING TO THE RIVER, 40
 JC0180'FEET WEST OF THE CENTER LINE OF THE ROAD, 101 FEET SOUTH OF THE
 JC0180'FIRST TELEPHONE POLE WEST OF THE ROAD, 10 1/2 FEET NORTH OF A
 JC0180'1 1/2 FEET STEEL BEAM THAT IS SET IN THE CONCRETE RIVER GAUGE
 JC0180'AND IS IN A DIRECT LINE WITH THE GAUGE, 3 FEET ABOVE THE LEVEL
 JC0180'OF THE ROAD, A COPPER BOLT IN A 4 INCH SQUARE CUT IN THE TOP OF
 JC0180'AN 18-BY-18-BY-8 INCHES STONE SET IN A CONCRETE BED 5 FEET DEEP
 JC0180'AND 3 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0274 ***********************************************************************
 JB0274  DESIGNATION -  GRAHAM
 JB0274  PID         -  JB0274
 JB0274  STATE/COUNTY-  IL/WHITE
 JB0274  USGS QUAD   -  CROSSVILLE (1974)
 JB0274
 JB0274                         *CURRENT SURVEY CONTROL
 JB0274  ___________________________________________________________________
 JB0274* NAD 83(1997)-  38 14 30.74128(N)    088 05 01.56035(W)     ADJUSTED  
 JB0274* NAVD 88     -       135.410  (meters)     444.26   (feet)  ADJUSTED  
 JB0274  ___________________________________________________________________
 JB0274  X           -     167,724.661 (meters)                     COMP
 JB0274  Y           -  -5,013,132.923 (meters)                     COMP
 JB0274  Z           -   3,926,629.976 (meters)                     COMP
 JB0274  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JB0274  ELLIP HEIGHT-         104.68  (meters)          (02/03/05) GPS OBS
 JB0274  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB0274  DYNAMIC HT  -         135.323 (meters)     443.97  (feet)  COMP
 JB0274  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 JB0274
 JB0274  HORZ ORDER  -  FIRST
 JB0274  VERT ORDER  -  SECOND    CLASS 0
 JB0274  ELLP ORDER  -  FOURTH    CLASS II
 JB0274
 JB0274.The horizontal coordinates were established by GPS observations
 JB0274.and adjusted by the National Geodetic Survey in November 2003..
 JB0274
 JB0274.The orthometric height was determined by differential leveling
 JB0274.and adjusted by the National Geodetic Survey in June 1991..
 JB0274
 JB0274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0274
 JB0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0274
 JB0274.The ellipsoidal height was determined by GPS observations
 JB0274.and is referenced to NAD 83.
 JB0274
 JB0274.The geoid height was determined by GEOID03.
 JB0274
 JB0274.The dynamic height is computed by dividing the NAVD 88
 JB0274.geopotential number by the normal gravity value computed on the
 JB0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0274.degrees latitude (g = 980.6199 gals.).
 JB0274
 JB0274.The modeled gravity was interpolated from observed gravity values.
 JB0274
 JB0274;                    North         East     Units Scale Factor Converg.
 JB0274;SPC IL E     -   174,851.191   321,847.325   MT  0.99998088   +0 09 16.1
 JB0274;SPC IL E     -   573,657.62  1,055,927.43   sFT  0.99998088   +0 09 16.1
 JB0274;UTM  16      - 4,233,207.079   405,160.207   MT  0.99971077   -0 40 15.2
 JB0274
 JB0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0274!SPC IL E     -   0.99998357  x   0.99998088  =   0.99996446
 JB0274!UTM  16      -   0.99998357  x   0.99971077  =   0.99969435
 JB0274
 JB0274|---------------------------------------------------------------------|
 JB0274| PID    Reference Object                     Distance      Geod. Az  |
 JB0274|                                                           dddmmss.s |
 JB0274| JB0275 GRAHAM RM 1                          49.844 METERS 15109     |
 JB0274| JB1554 GRAHAM RM 3                          42.209 METERS 17402     |
 JB0274| JB0273 GRAHAM RM 2                          43.455 METERS 17719     |
 JB0274| JB0272 GRAHAM AZ MK                                       2635305.1 |
 JB0274|---------------------------------------------------------------------|
 JB0274
 JB0274                          SUPERSEDED SURVEY CONTROL
 JB0274
 JB0274  ELLIP H (11/20/03)  104.69   (m)                       GP(       ) 3 1
 JB0274  NAD 83(1997)-  38 14 30.74229(N)    088 05 01.56053(W) AD(       ) 2
 JB0274  NAD 83(1997)-  38 14 30.74231(N)    088 05 01.56070(W) AD(       ) 2
 JB0274  NAD 83(1997)-  38 14 30.75229(N)    088 05 01.55908(W) AD(       ) 2
 JB0274  NAD 83(1986)-  38 14 30.75422(N)    088 05 01.56066(W) AD(       ) 2
 JB0274  NAD 27      -  38 14 30.58441(N)    088 05 01.43261(W) AD(       ) 2
 JB0274  NAVD 88 (11/20/03)  135.41   (m)          444.3    (f) LEVELING    3  
 JB0274  NGVD 29 (??/??/92)  135.537  (m)          444.67   (f) ADJ UNCH    2 0
 JB0274
 JB0274.Superseded values are not recommended for survey control.
 JB0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0274.See file dsdata.txt to determine how the superseded data were derived.
 JB0274
 JB0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0516033207(NAD 83)
 JB0274_MARKER: DE = TRAVERSE STATION DISK
 JB0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0274_STAMPING: GRAHAM 1961
 JB0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0274+STABILITY: SURFACE MOTION
 JB0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0274+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2003
 JB0274
 JB0274  HISTORY     - Date     Condition        Report By
 JB0274  HISTORY     - 1961     MONUMENTED       CGS
 JB0274  HISTORY     - 1961     GOOD             CGS
 JB0274  HISTORY     - 1964     GOOD             CGS
 JB0274  HISTORY     - 1975     GOOD             NGS
 JB0274  HISTORY     - 1975     GOOD             NGS
 JB0274  HISTORY     - 20030327 GOOD             ILDT
 JB0274
 JB0274                          STATION DESCRIPTION
 JB0274
 JB0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0274'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OR CROSSVILLE, ABOUT 5
 JB0274'MILES WEST-SOUTHWEST
 JB0274'OF GRAYVILLE AND ABOUT 1 MILE SOUTH OF THE
 JB0274'EDWARD-WHITE COUNTY LINE.
 JB0274'
 JB0274'TO REACH THE STATION FROM THE JUNCTION OF COURT STREET AND NORTH
 JB0274'STREET IN GRAYVILLE, GO
 JB0274'WEST ON NORTH STREET FOR 4.2 MILES TO A GARAGE ON RIGHT
 JB0274'AND A CROSSROAD, TURN LEFT, GO
 JB0274'SOUTH ON GRAVEL ROAD FOR 1.0 MILE TO A
 JB0274'T-ROAD, TURN RIGHT, GO WEST FOR 0.45 MILE TO THE
 JB0274'TOP OF SMALL HILL
 JB0274'AND THE STATION ON NORTH SIDE OF ROAD.
 JB0274'
 JB0274'THE STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 14 INCH
 JB0274'SQUARE CONCRETE POST
 JB0274'WHICH IS SET ABOUT 14 INCHES BELOW THE SURFACE OF THE
 JB0274'GROUND AND IS STAMPED GRAHAM
 JB0274'1961.  THE MARK IS 168 FEET NORTH OF
 JB0274'CENTER OF ROAD AND 13.6 FEET NORTH-NORTHEAST OF ALONE TREE.
 JB0274'
 JB0274'REFERENCE MARK 1, A STANDARD REFERENCE DIST SET IN TOP OF A 12 INCH
 JB0274'SQUARE CONCRETE POST
 JB0274'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0274'IS STAMPED GRAHAM NO 1 1961.
 JB0274'THE MARK IS 153.5 FEET SOUTH OF A LONE
 JB0274'TREE, 28 FEET EAST OF CENTER OF FIELD ENTRANCE
 JB0274'AND 23 FEET NORTH OF
 JB0274'CENTER OF ROAD.
 JB0274'
 JB0274'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0274'SQUARE CONCRETE POST
 JB0274'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0274'IS STAMPED GRAHAM NO 2 1961.
 JB0274'THE MARK IS 44 FEET WEST OF CENTER OF A
 JB0274'FIELD ENTRANCE, 130 FEET SOUTH OF A LONE TREE,
 JB0274'26 FEET NORTH OF
 JB0274'CENTER OF ROAD AND 19.5 FEET EAST OF A TELEPHONE POLE.
 JB0274'
 JB0274'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB0274'CONCRETE POST WHICH
 JB0274'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS STAMPED
 JB0274'GRAHAM 1961.  THE MARK IS 40
 JB0274'FEET WEST OF A TELEPHONE POLE, 23 FEET
 JB0274'NORTH OF CENTER OF ROAD, 1.6 FEET
 JB0274'EAST-SOUTHEAST OF WITNESS POST AND
 JB0274'1 FOOT SOUTH OF FENCE.
 JB0274'
 JB0274'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL ROAD
 JB0274'FOR 0.25 MILE TO THE
 JB0274'AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF ROAD.
 JB0274'
 JB0274'THE DISTANCE FROM RM NO 1 TO RM NO 2 IS 72.2 FEET.
 JB0274'
 JB0274'HEIGHT OF LIGHT ABOVE STATION MARK 3.56 METERS.
 JB0274
 JB0274                          STATION RECOVERY (1961)
 JB0274
 JB0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0274'6 MI SW FROM GRAYVILLE.
 JB0274'ABOUT 4.6 MILES WEST ALONG AN ASPHALT PAVED ROAD FROM THE JUNCTION
 JB0274'OF COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN GRAYVILLE,
 JB0274'THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.35 MILE
 JB0274'WEST ALONG A GRAVEL ROAD, NEAR A LONE TREE AT THE HIGHEST
 JB0274'PART OF THE HILL, 168 FEET NORTH OF THE CENTER OF THE ROAD, 13
 JB0274'FEET NORTH-NORTHEAST OF A LONE 20 INCH WALNUT TREE, 143.5 FEET
 JB0274'NORTH OF A TELEPHONE POLE, AND SET IN THE TOP OF A CONCRETE POST
 JB0274'ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.
 JB0274
 JB0274                          STATION RECOVERY (1964)
 JB0274
 JB0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JB0274'THE STATION MARK REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 JB0274'RECOVERED AS DESCRIBED
 JB0274'AND FOUND TO BE IN GOOD CONDITION.
 JB0274'
 JB0274'THE DESCRIPTION TO REACH THE STATION IS CORRECT.
 JB0274
 JB0274                          STATION RECOVERY (1975)
 JB0274
 JB0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JB0274'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 JB0274'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED BY FARM
 JB0274'EQUIPMENT.  REFERENCE MARK 3 WAS SET.
 JB0274'
 JB0274'THE STATION IS ON THE PROPERTY OF A MR. DUNCAN WHO REQUESTED THAT NO
 JB0274'METAL POSTS BE SET OR ANY MONUMENT BE SET ON THE SURFACE ON HIS
 JB0274'PROPERTY.  THE STATION IS 169 FEET NORTH OF THE CENTERLINE OF A
 JB0274'PAVED ROAD, 68 FEET WEST OF THE NORTHWEST CORNER OF A METAL SHED, 47
 JB0274'FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 37 FEET SOUTHWEST OF
 JB0274'A POWERLINE POLE.  THE MONUMENT IS 15 INCHES UNDERGROUND AND
 JB0274'THE DISK IS STAMPED GRAHAM 1961.
 JB0274'
 JB0274'TO REACH THE STATION FROM THE INTERSECTION OF COURT STREET AND NORTH
 JB0274'STREET IN THE TOWN OF GRAYSVILLE, GO WEST ON NORTH STREET FOR 4.2
 JB0274'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 JB0274'1.0 MILE TO A T ROAD.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR
 JB0274'0.45 MILE TO THE TOP OF A SMALL RISE AND THE STATION ON THE RIGHT,
 JB0274'NORTH SIDE OF ROAD.
 JB0274'
 JB0274'REFERENCE MARK 1 IS 63 FEET EAST OF A POWERLINE POLE, 30 FEET EAST
 JB0274'OF THE CENTERLINE OF THE DRIVEWAY AND 25 FEET NORTH OF THE
 JB0274'CENTERLINE OF THE PAVED ROAD.  THE MONUMENT IS FLUSH WITH THE GROUND
 JB0274'AND THE DISK IS STAMPED GRAHAM NO 1 1961.
 JB0274'
 JB0274'REFERENCE MARK 3 IS 36 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY,
 JB0274'30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET EAST OF A
 JB0274'CORNER FENCE POST AND 1 FOOT WEST OF A POWERLINE POLE.  THE MONUMENT
 JB0274'IS A PRECAST 3 FOOT ALUMINUM TYPE.  THE DISK IS STAMPED GRAHAM
 JB0274'1961 NO 3 1975.
 JB0274'
 JB0274'AZIMUTH MARK IS 40 FEET WEST OF A TELEPHONE POLE, 23 FEET NORTH OF
 JB0274'THE CENTERLINE OF THE PAVED ROAD, 1 FOOT EAST OF A METAL WITNESS
 JB0274'POST AND 1 FOOT NORTH OF A FENCELINE.  THE MONUMENT PROJECTS 2
 JB0274'INCHES AND THE DISK IS STAMPED GRAHAM 1961.
 JB0274'
 JB0274'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON THE
 JB0274'PAVED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 JB0274'
 JB0274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 JB0274'OF GRAYVILLE.
 JB0274
 JB0274                          STATION RECOVERY (1975)
 JB0274
 JB0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JB0274'RECOVERED IN GOOD CONDITION.
 JB0274
 JB0274                          STATION RECOVERY (2003)
 JB0274
 JB0274'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (BES)
 JB0274'RECOVERED AS DESCRIBED
 JB0274'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0272 ***********************************************************************
 JB0272  DESIGNATION -  GRAHAM AZ MK
 JB0272  PID         -  JB0272
 JB0272  STATE/COUNTY-  IL/WHITE
 JB0272  USGS QUAD   -  CROSSVILLE (1974)
 JB0272
 JB0272                         *CURRENT SURVEY CONTROL
 JB0272  ___________________________________________________________________
 JB0272* NAD 83(1986)-  38 14 29.     (N)    088 05 17.     (W)     SCALED    
 JB0272* NAVD 88     -       126.740  (meters)     415.81   (feet)  ADJUSTED  
 JB0272  ___________________________________________________________________
 JB0272  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB0272  DYNAMIC HT  -         126.657 (meters)     415.54  (feet)  COMP
 JB0272  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 JB0272
 JB0272  VERT ORDER  -  SECOND    CLASS 0
 JB0272
 JB0272.The horizontal coordinates were scaled from a topographic map and have
 JB0272.an estimated accuracy of +/- 6 seconds.
 JB0272
 JB0272.The orthometric height was determined by differential leveling
 JB0272.and adjusted by the National Geodetic Survey in June 1991..
 JB0272
 JB0272.The geoid height was determined by GEOID03.
 JB0272
 JB0272.The dynamic height is computed by dividing the NAVD 88
 JB0272.geopotential number by the normal gravity value computed on the
 JB0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0272.degrees latitude (g = 980.6199 gals.).
 JB0272
 JB0272.The modeled gravity was interpolated from observed gravity values.
 JB0272
 JB0272;                    North         East    Units  Estimated Accuracy
 JB0272;SPC IL E     -   174,800.      321,470.      MT  (+/- 180 meters Scaled)
 JB0272
 JB0272                          SUPERSEDED SURVEY CONTROL
 JB0272
 JB0272  NGVD 29 (??/??/92)  126.866  (m)          416.23   (f) ADJ UNCH    2 0
 JB0272
 JB0272.Superseded values are not recommended for survey control.
 JB0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0272.See file dsdata.txt to determine how the superseded data were derived.
 JB0272
 JB0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH047331(NAD 83)
 JB0272_MARKER: DZ = AZIMUTH MARK DISK
 JB0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0272_STAMPING: GRAHAM 1961
 JB0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0272+STABILITY: SURFACE MOTION
 JB0272
 JB0272  HISTORY     - Date     Condition        Report By
 JB0272  HISTORY     - 1961     MONUMENTED       CGS
 JB0272  HISTORY     - 1975     GOOD             NGS
 JB0272
 JB0272                          STATION DESCRIPTION
 JB0272
 JB0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0272'6.2 MI WSW FROM GRAYVILLE.
 JB0272'ABOUT 4.6 MILES WEST ON BLACK TOP ROAD FROM THE JUNCTION OF COURT
 JB0272'STREET AND NORTH STREET (STATE HIGHWAY 1) IN GRAYVILLE, THENCE
 JB0272'1.0 MILE SOUTH ON OILED ROAD, THENCE 0.65 MILE WEST ON GRAVELED
 JB0272'ROAD, NEAR HOUSE NORTH OF ROAD, 135 FEET EAST OF CENTER OF
 JB0272'DRIVEWAY, 62 FEET NORTHEAST OF POWER POLE WITH TRANSFORMER, 41
 JB0272'FEET WEST OF TELEPHONE POLE, 23 FEET NORTH OF CENTER OF ROAD,
 JB0272'1.6 FEET EAST OF WITNESS POST, 1 FOOT NORTH OF FENCE, ABOUT 1.5
 JB0272'FEET ABOVE THE LEVEL OF ROAD AND SET IN TOP OF A CONCRETE
 JB0272'POST PROJECTING 2-INCHES.
 JB0272
 JB0272                          STATION RECOVERY (1975)
 JB0272
 JB0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JB0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0275 ***********************************************************************
 JB0275  DESIGNATION -  GRAHAM RM 1
 JB0275  PID         -  JB0275
 JB0275  STATE/COUNTY-  IL/WHITE
 JB0275  USGS QUAD   -  CROSSVILLE (1974)
 JB0275
 JB0275                         *CURRENT SURVEY CONTROL
 JB0275  ___________________________________________________________________
 JB0275* NAD 83(1986)-  38 14 30.     (N)    088 05 01.     (W)     SCALED    
 JB0275* NAVD 88     -       134.511  (meters)     441.31   (feet)  ADJUSTED  
 JB0275  ___________________________________________________________________
 JB0275  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB0275  DYNAMIC HT  -         134.424 (meters)     441.02  (feet)  COMP
 JB0275  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 JB0275
 JB0275  VERT ORDER  -  SECOND    CLASS 0
 JB0275
 JB0275.The horizontal coordinates were scaled from a topographic map and have
 JB0275.an estimated accuracy of +/- 6 seconds.
 JB0275
 JB0275.The orthometric height was determined by differential leveling
 JB0275.and adjusted by the National Geodetic Survey in June 1991..
 JB0275
 JB0275.The geoid height was determined by GEOID03.
 JB0275
 JB0275.The dynamic height is computed by dividing the NAVD 88
 JB0275.geopotential number by the normal gravity value computed on the
 JB0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0275.degrees latitude (g = 980.6199 gals.).
 JB0275
 JB0275.The modeled gravity was interpolated from observed gravity values.
 JB0275
 JB0275;                    North         East    Units  Estimated Accuracy
 JB0275;SPC IL E     -   174,830.      321,860.      MT  (+/- 180 meters Scaled)
 JB0275
 JB0275                          SUPERSEDED SURVEY CONTROL
 JB0275
 JB0275  NGVD 29 (??/??/92)  134.637  (m)          441.72   (f) ADJ UNCH    2 0
 JB0275
 JB0275.Superseded values are not recommended for survey control.
 JB0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0275.See file dsdata.txt to determine how the superseded data were derived.
 JB0275
 JB0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH051331(NAD 83)
 JB0275_MARKER: DR = REFERENCE MARK DISK
 JB0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0275_STAMPING: GRAHAM NO 1 1961
 JB0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0275+STABILITY: SURFACE MOTION
 JB0275
 JB0275  HISTORY     - Date     Condition        Report By
 JB0275  HISTORY     - 1961     MONUMENTED       CGS
 JB0275  HISTORY     - 1975     GOOD             NGS
 JB0275
 JB0275                          STATION DESCRIPTION
 JB0275
 JB0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0275'6 MI SW FROM GRAYVILLE.
 JB0275'ABOUT 4.6 MILES WEST ALONG AN ASPHALT PAVED ROAD FROM THE JUNCTION
 JB0275'OF COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN GRAYVILLE,
 JB0275'THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.35 MILE
 JB0275'WEST ALONG A GRAVEL ROAD, NEAR A LONE TREE AT THE HIGHEST PART
 JB0275'OF THE HILL, 163.4 FEET SOUTHEAST OF TRAVERSE STATION GRAHAM,
 JB0275'92 FEET EAST OF A TELEPHONE POLE, 28 FEET EAST OF CENTER OF
 JB0275'FIELD ENTRANCE, 24 FEET NORTH OF CENTER OF ROAD, ABOUT 4 FEET
 JB0275'ABOVE THE LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH
 JB0275'WITH THE SURFACE OF GROUND.
 JB0275
 JB0275                          STATION RECOVERY (1975)
 JB0275
 JB0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JB0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1554 ***********************************************************************
 JB1554  DESIGNATION -  GRAHAM RM 3
 JB1554  PID         -  JB1554
 JB1554  STATE/COUNTY-  IL/WHITE
 JB1554  USGS QUAD   -  CROSSVILLE (1974)
 JB1554
 JB1554                         *CURRENT SURVEY CONTROL
 JB1554  ___________________________________________________________________
 JB1554* NAD 83(1986)-  38 14 30.     (N)    088 05 01.     (W)     SCALED    
 JB1554* NAVD 88     -       134.58   (+/-2cm)     441.5    (feet)  VERTCON   
 JB1554  ___________________________________________________________________
 JB1554  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB1554
 JB1554  VERT ORDER  -  THIRD (See Below)
 JB1554
 JB1554.The horizontal coordinates were scaled from a topographic map and have
 JB1554.an estimated accuracy of +/- 6 seconds.
 JB1554
 JB1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1554.The vertical order pertains to the NGVD 29 superseded value.
 JB1554
 JB1554.The geoid height was determined by GEOID03.
 JB1554
 JB1554;                    North         East    Units  Estimated Accuracy
 JB1554;SPC IL E     -   174,830.      321,860.      MT  (+/- 180 meters Scaled)
 JB1554
 JB1554                          SUPERSEDED SURVEY CONTROL
 JB1554
 JB1554  NGVD 29 (03/28/06)  134.71   (m)          442.0    (f) RESET       3  
 JB1554
 JB1554.Superseded values are not recommended for survey control.
 JB1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1554.See file dsdata.txt to determine how the superseded data were derived.
 JB1554
 JB1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH051331(NAD 83)
 JB1554_MARKER: DR = REFERENCE MARK DISK
 JB1554_SETTING: 0 = UNSPECIFIED SETTING
 JB1554_STAMPING: GRAHAM 1961 NO 3 1975
 JB1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1554
 JB1554  HISTORY     - Date     Condition        Report By
 JB1554  HISTORY     - 1975     MONUMENTED       NGS
 JB1554
 JB1554                          STATION DESCRIPTION
 JB1554
 JB1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JB1554'5.95 MI SW FROM GRAYSVILLE.
 JB1554'4.6 MILES WEST ALONG AN ASPHALT PAVED ROAD FROM THE JUNCTION OF COURT
 JB1554'STREET AND NORTH STREET ON STATE HIGHWAY 1 IN GRAYSVILLE, THENCE 1.0
 JB1554'MILE SOUTH ALONG A PAVED ROAD, THENCE 0.35 MILE WEST ALONG A PAVED
 JB1554'ROAD TO A SMALL RISE RIGHT AT THE WEST SIDE OF A GRAVELED DRIVEWAY, 36
 JB1554'FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 30 30 FEET NORTH OF THE
 JB1554'CENTERLINE OF THE ROAD, 14 FEET EAST OF A CORNER FENCE POST, AND 1
 JB1554'FOOT WEST OF A POWER POLE.
 JB1554'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1872 ***********************************************************************
 JB1872  CBN         -  This is a Cooperative Base Network Control Station.
 JB1872  DESIGNATION -  GRAMMER
 JB1872  PID         -  JB1872
 JB1872  STATE/COUNTY-  IL/FRANKLIN
 JB1872  USGS QUAD   -  SESSER (1975)
 JB1872
 JB1872                         *CURRENT SURVEY CONTROL
 JB1872  ___________________________________________________________________
 JB1872* NAD 83(1997)-  38 02 16.47814(N)    089 00 43.44520(W)     ADJUSTED  
 JB1872* NAVD 88     -       168.7    (meters)     553.     (feet)  GPS OBS   
 JB1872  ___________________________________________________________________
 JB1872  X           -      86,725.392 (meters)                     COMP
 JB1872  Y           -  -5,029,199.413 (meters)                     COMP
 JB1872  Z           -   3,908,844.749 (meters)                     COMP
 JB1872  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JB1872  ELLIP HEIGHT-         139.12  (meters)          (09/15/03) GPS OBS
 JB1872  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 JB1872
 JB1872  HORZ ORDER  -  A
 JB1872  ELLP ORDER  -  FOURTH    CLASS I
 JB1872
 JB1872.The horizontal coordinates were established by GPS observations
 JB1872.and adjusted by the National Geodetic Survey in September 2003..
 JB1872
 JB1872.The orthometric height was determined by GPS observations and a
 JB1872.high-resolution geoid model.
 JB1872
 JB1872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1872
 JB1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1872
 JB1872.The ellipsoidal height was determined by GPS observations
 JB1872.and is referenced to NAD 83.
 JB1872
 JB1872.The geoid height was determined by GEOID03.
 JB1872
 JB1872;                    North         East     Units Scale Factor Converg.
 JB1872;SPC IL E     -   152,400.169   240,416.907   MT  1.00001871   -0 25 05.7
 JB1872;SPC IL E     -   499,999.55    788,767.80   sFT  1.00001871   -0 25 05.7
 JB1872;UTM  16      - 4,211,932.124   323,427.953   MT  0.99998400   -1 14 24.4
 JB1872
 JB1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1872!SPC IL E     -   0.99997817  x   1.00001871  =   0.99999688
 JB1872!UTM  16      -   0.99997817  x   0.99998400  =   0.99996217
 JB1872
 JB1872:                Primary Azimuth Mark                     Grid Az
 JB1872:SPC IL E     -  GRAMMER AZ MK                            087 01 34.6
 JB1872:UTM  16      -  GRAMMER AZ MK                            087 50 53.3
 JB1872
 JB1872|---------------------------------------------------------------------|
 JB1872| PID    Reference Object                     Distance      Geod. Az  |
 JB1872|                                                           dddmmss.s |
 JB1872| CI3714 GRAMMER AZ MK                                      0863628.9 |
 JB1872| JB1749 BENTON SO ILL FORESTRY LOT          APPROX. 7.9 KM 0931834.1 |
 JB1872| HB1634 BENTON MUNICIPAL TANK               APPROX. 9.2 KM 1182505.2 |
 JB1872| CI3715 GRAMMER RM 1                         24.442 METERS 11844     |
 JB1872| HB1643 BUCKNER OLD BEN COAL CO STACK       APPROX. 6.4 KM 1744521.8 |
 JB1872| CI3716 GRAMMER RM 2                         18.014 METERS 22729     |
 JB1872| HB1646 COELLO CONCRETE CASTING CO STK      APPROX. 6.9 KM 2305018.5 |
 JB1872| JB1874 SESSER MUNICIPAL TANK               APPROX. 6.4 KM 3303719.1 |
 JB1872|---------------------------------------------------------------------|
 JB1872
 JB1872                          SUPERSEDED SURVEY CONTROL
 JB1872
 JB1872  NAD 83(1997)-  38 02 16.47734(N)    089 00 43.44666(W) AD(       ) 1
 JB1872  NAD 83(1997)-  38 02 16.48879(N)    089 00 43.44620(W) AD(       ) 1
 JB1872  NAD 83(1986)-  38 02 16.49036(N)    089 00 43.44781(W) AD(       ) 1
 JB1872  NAD 27      -  38 02 16.30947(N)    089 00 43.18615(W) AD(       ) 1
 JB1872
 JB1872.Superseded values are not recommended for survey control.
 JB1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1872.See file dsdata.txt to determine how the superseded data were derived.
 JB1872
 JB1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2342811932(NAD 83)
 JB1872_MARKER: DS = TRIANGULATION STATION DISK
 JB1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1872_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1872+STABILITY: SURFACE MOTION
 JB1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1872+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 JB1872
 JB1872  HISTORY     - Date     Condition        Report By
 JB1872  HISTORY     - 1960     MONUMENTED       CGS
 JB1872  HISTORY     - 1961     GOOD             CGS
 JB1872  HISTORY     - 20020808 GOOD             NGS
 JB1872
 JB1872                          STATION DESCRIPTION
 JB1872
 JB1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1872'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF BENTON, ABOUT
 JB1872'5.0 MILES NORTH-NORTHEAST OF CHRISTOPHER AND ABOUT 4.0 MILES
 JB1872'SOUTH-SOUTHEAST OF SESSER.
 JB1872'
 JB1872'TO REACH THE STATION FROM THE WEST SIDE OF THE COURTHOUSE SQUARE IN
 JB1872'BENTON, GO WEST ON STATE HIGHWAY 14 FOR 3.1 MILES TO THE BRIDGE OVER
 JB1872'THE BIG MUDDY RIVER, CONTINUE AHEAD FOR 0.4 MILE TO A SIDE ROAD
 JB1872'RIGHT, TURN RIGHT AND GO NORTH ON REND CITY ROAD FOR 2.1 MILES TO
 JB1872'CROSSROADS, CONTINUE AHEAD FOR 1.4 MILES TO POINT WHERE THE
 JB1872'MAIN ROAD TURNS RIGHT, NORTH.  KEEP STRAIGHT AHEAD AND GO WEST
 JB1872'FOR 0.6 MILE TO A T INTERSECTION, TURN LEFT, GO SOUTH FOR 0.15
 JB1872'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 JB1872'SOUTH FOR 0.05 MILE, TURN RIGHT AND GO WEST FOR 0.5 MILE TO
 JB1872'THE TOP OF HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 JB1872'
 JB1872'THE STATION IS A STANDARD DISK SET IN TOP OF A CONCRETE POST WHICH
 JB1872'IS SET FLUSH AND THE DISK IS STAMPED GRAMMER 1960.  THE MARK IS 61
 JB1872'FEET NORTH OF THE CENTER OF ROAD, 58 FEET SOUTH OF POWERLINE POLE,
 JB1872'39 FEET NORTH OF FENCE CORNER AND 2.7 FEET SOUTH OF WITNESS POST.
 JB1872'
 JB1872'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN TOP OF A CONCRETE POST
 JB1872'WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED GRAMMER NO 1
 JB1872'1960.  THE MARK IS 70 FEET EAST OF FENCE CORNER, 21 FEET NORTH OF
 JB1872'THE CENTER OF ROAD AND 1 FOOT NORTH OF FENCE.
 JB1872'
 JB1872'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN TOP OF A CONCRETE
 JB1872'POST WHICH IS SET FLUSH AND THE DISK IS STAMPED GRAMMER NO 2 1960.
 JB1872'THE MARK IS 43 FEET WEST OF FENCE CORNER, 22 FEET NORTH OF THE
 JB1872'CENTER OF ROAD AND IS SET IN FENCE LINE.
 JB1872'
 JB1872'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A CONCRETE POST WHICH
 JB1872'IS SET FLUSH AND THE DISK IS STAMPED GRAMMER 1960.  THE MARK IS 25
 JB1872'FEET EAST OF THE CENTER OF ROAD, 1.8 FEET NORTH OF WITNESS POST,
 JB1872'1.7 FEET NORTHWEST OF POWERLINE POLE AND 1 FOOT SOUTHWEST OF
 JB1872'FENCE.
 JB1872'
 JB1872'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JB1872
 JB1872                          STATION RECOVERY (1961)
 JB1872
 JB1872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1872'NO MEASUREMENT BETWEEN RMS, FENCE ON LINE.
 JB1872'
 JB1872'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JB1872'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO REFERENCE
 JB1872'MARK 1 AND THE AZIMUTH MARK CHECKED.  THE DIRECTION TO REFERENCE
 JB1872'MARK 2 CHECKED BUT THE DISTANCE WAS FOUND TO BE 0.14 FOOT SHORTER
 JB1872'THAN PREVIOUSLY MEASURED.
 JB1872'
 JB1872'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 JB1872'
 JB1872'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JB1872
 JB1872                          STATION RECOVERY (2002)
 JB1872
 JB1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MW)
 JB1872'RECOVERED AS DESCRIBED
 JB1872' 
 JB1872'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3158 ***********************************************************************
 ME3158  DESIGNATION -  GRAND
 ME3158  PID         -  ME3158
 ME3158  STATE/COUNTY-  IL/DU PAGE
 ME3158  USGS QUAD   -  ELMHURST (1997)
 ME3158
 ME3158                         *CURRENT SURVEY CONTROL
 ME3158  ___________________________________________________________________
 ME3158* NAD 83(1997)-  41 55 53.92331(N)    087 56 25.76106(W)     ADJUSTED  
 ME3158* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 ME3158  ___________________________________________________________________
 ME3158  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 ME3158  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME3158
 ME3158  HORZ ORDER  -  SECOND
 ME3158
 ME3158.The horizontal coordinates were established by classical geodetic methods
 ME3158.and adjusted by the National Geodetic Survey in October 1999..
 ME3158
 ME3158.The orthometric height was scaled from a topographic map.
 ME3158
 ME3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3158
 ME3158.The geoid height was determined by GEOID03.
 ME3158
 ME3158;                    North         East     Units Scale Factor Converg.
 ME3158;SPC IL E     -   584,585.111   332,581.460   MT  0.99998806   +0 15 45.1
 ME3158;SPC IL E     - 1,917,926.32  1,091,144.34   sFT  0.99998806   +0 15 45.1
 ME3158;UTM  16      - 4,642,614.594   422,027.240   MT  0.99967481   -0 37 42.6
 ME3158
 ME3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3158!SPC IL E     -   0.99997217  x   0.99998806  =   0.99996023
 ME3158!UTM  16      -   0.99997217  x   0.99967481  =   0.99964699
 ME3158
 ME3158:                Primary Azimuth Mark                     Grid Az
 ME3158:SPC IL E     -  GRAND AZ MK                              157 44 18.2
 ME3158:UTM  16      -  GRAND AZ MK                              158 37 45.9
 ME3158
 ME3158|---------------------------------------------------------------------|
 ME3158| PID    Reference Object                     Distance      Geod. Az  |
 ME3158|                                                           dddmmss.s |
 ME3158| CM3580 GRAND AZ MK                                        1580003.3 |
 ME3158| CM3581 GRAND RM 1                           27.827 METERS 26335     |
 ME3158| CM3582 GRAND RM 2                           20.354 METERS 35044     |
 ME3158|---------------------------------------------------------------------|
 ME3158
 ME3158                          SUPERSEDED SURVEY CONTROL
 ME3158
 ME3158  NAD 83(1997)-  41 55 53.92340(N)    087 56 25.76163(W) AD(       ) 2
 ME3158  NAD 83(1997)-  41 55 53.92524(N)    087 56 25.77482(W) AD(       ) 2
 ME3158  NAD 83(1986)-  41 55 53.92620(N)    087 56 25.77485(W) AD(       ) 2
 ME3158  NAD 27      -  41 55 53.81906(N)    087 56 25.53842(W) AD(       ) 2
 ME3158
 ME3158.Superseded values are not recommended for survey control.
 ME3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3158.See file dsdata.txt to determine how the superseded data were derived.
 ME3158
 ME3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2202742615(NAD 83)
 ME3158_MARKER: DS = TRIANGULATION STATION DISK
 ME3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3158
 ME3158  HISTORY     - Date     Condition        Report By
 ME3158  HISTORY     - 1956     MONUMENTED       CGS
 ME3158  HISTORY     - 1963     MARK NOT FOUND   USGS
 ME3158  HISTORY     - 1967     SEE DESCRIPTION  CGS
 ME3158  HISTORY     - 1973     MARK NOT FOUND   NGS
 ME3158  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 ME3158  HISTORY     - 1978     MARK NOT FOUND   NGS
 ME3158
 ME3158                          STATION DESCRIPTION
 ME3158
 ME3158'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3158'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF ELMHURST, 0.05 MILE
 ME3158'NORTHWEST OF THE INTERSECTION
 ME3158'OF GRAND AVE. AND YORK ROAD AND IS ON PROPERTY OWNED BY MR. ARTHUR
 ME3158'KASSNER.  IT IS 122 FEET EAST OF
 ME3158'THE SOUTHEAST CORNER OF A FRAME HOUSE, 105 FEET NORTH
 ME3158'OF THE INTERSECTION OF GRAND AVE. AND THE GRAVEL
 ME3158'DRIVEWAY LEADING TO HOUSE, 11 FEET
 ME3158'NORTH OF AN 8 INCH ASH TREE, 10 FEET SOUTHEAST OF THE SOUTHEAST
 ME3158'CORNER OF A BARN AND 9 FEET
 ME3158'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME3158'STAMPED GRAND 1956.
 ME3158'
 ME3158'TO REACH THE STATION FROM THE INTERSECTION OF LAKE STREET (U.S.
 ME3158'HIGHWAY 20) AND YORK ROAD AT
 ME3158'THE NORTH EDGE OF ELMHURST, GO NORTH ON YORK ROAD FOR 1.15 MILES TO
 ME3158'THE AZIMUTH MARK ON THE RIGHT.
 ME3158'CONTINUE NORTH ON YORK ROAD FOR 0.1 MILE TO THE INTERSECTION
 ME3158'WITH GRAND AVE.  TURN LEFT AND GO WEST ON
 ME3158'GRAND AVE. FOR 0.05 MILE TO A DRIVEWAY ON THE
 ME3158'RIGHT.  TURN RIGHT AND GO NORTH ON DRIVEWAY FOR ABOUT 100
 ME3158'FEET TO THE BARN AND THE
 ME3158'STATION AS DESCRIBED.
 ME3158'
 ME3158'REFERENCE MARK 1 IS 60 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN,
 ME3158'35 FEET SOUTH EAST OF THE
 ME3158'NORTHEAST CORNER OF THE HOUSE AND 28 FEET NORTHEAST OF THE SOUTHEAST
 ME3158'CORNER OF THE HOUSE.  THE MARK IS
 ME3158'FLUSH AND THE DISK IS STAMPED GRAND NO 1 1956.
 ME3158'
 ME3158'REFERENCE MARK 2 IS 4 FEET EAST OF THE NORTHEAST CORNER OF THE BARN.
 ME3158'THE MARK IS FLUSH AND THE
 ME3158'DISK IS STAMPED GRAND NO 2 1956.
 ME3158'
 ME3158'THE AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF YORK ROAD, 3 FEET
 ME3158'WEST OF A CULTIVATED FIELD
 ME3158'AND 2 FEET NORTH OF A POWER LINE POLE AND A WHITE WITNESS POST.  THE
 ME3158'MARK IS FLUSH AND THE DISK IS
 ME3158'STAMPED GRAND 1956.
 ME3158'
 ME3158'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME3158
 ME3158                          STATION RECOVERY (1963)
 ME3158
 ME3158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 ME3158'STATION WAS NOT RECOVERED.  NEW BUILDINGS AND BLACK TOP COVER AREA
 ME3158'WHERE STATION AND
 ME3158'REFERENCE MARKS WERE.  AZIMUTH IS IN GOOD CONDITION, BUT MAY
 ME3158'BE DESTROYED AT ANY TIME BY
 ME3158'NEW SUBDIVISION.
 ME3158
 ME3158                          STATION RECOVERY (1967)
 ME3158
 ME3158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME3158'THE AZIMUTH MARK MONUMENT WITH THE DISK GONE WAS THE ONLY MARK
 ME3158'FOUND FOR THIS
 ME3158'STATION.  THE COMPLETE AREA IS NOW COVERED BY A SHOPPING
 ME3158'CENTER AND THE MARKS ARE EITHER
 ME3158'COVERED OR LOST.
 ME3158'
 ME3158'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1-1/2 MILES NORTH
 ME3158'OF ELMHURST.
 ME3158
 ME3158                          STATION RECOVERY (1973)
 ME3158
 ME3158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 ME3158'GRAND STATION MARK 1956 DESTROYED - THE STATION SITE IS NOW OCCUPPIED
 ME3158'BY A SMALL SHOPPING CENTER AND AUTO AGENCY - BOTH HWYS HAVE BEEN
 ME3158'WIDENED TO FOUR LANES - ASSUME DESTROYED.
 ME3158'
 ME3158'THE ABOVE SITUATION MAKES IT APPARENT THAT THE ENTIRE STATION HAS
 ME3158'BEEN DESTROYED.
 ME3158'
 ME3158'1/2 HOUR TIME SPENT.
 ME3158'
 ME3158'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MI. N. OF ELMHURST
 ME3158'AT GRAND AVE AND YORK RD.
 ME3158
 ME3158                          STATION RECOVERY (1976)
 ME3158
 ME3158'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (ARS)
 ME3158'GRAND RM 1 RM 2 AZ MK NOTHING FOUND - ENTIRE AREA HAS BEEN REBUILT
 ME3158'INTO GAS STATIONS, SHOPPING CENTERS, ETC.  ALL MARKS PROBABLY
 ME3158'DESTROYED.
 ME3158'
 ME3158'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MI. N. OF ELMHURST.
 ME3158
 ME3158                          STATION RECOVERY (1978)
 ME3158
 ME3158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ME3158'MARKS SEARCHED FOR BUT NOT FOUND.  STATION SHOULD BE CONSIDERED
 ME3158'DESTROYED.
 ME3158'
 ME3158'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 ME3158'ELMHURST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1858 ***********************************************************************
 JB1858  DESIGNATION -  GRAND RESET
 JB1858  PID         -  JB1858
 JB1858  STATE/COUNTY-  IL/JEFFERSON
 JB1858  USGS QUAD   -  WALNUT HILL (1974)
 JB1858
 JB1858                         *CURRENT SURVEY CONTROL
 JB1858  ___________________________________________________________________
 JB1858* NAD 83(1997)-  38 28 26.92600(N)    089 04 57.61435(W)     ADJUSTED  
 JB1858* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 JB1858  ___________________________________________________________________
 JB1858  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JB1858  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JB1858
 JB1858  HORZ ORDER  -  SECOND
 JB1858
 JB1858.The horizontal coordinates were established by classical geodetic methods
 JB1858.and adjusted by the National Geodetic Survey in October 1999..
 JB1858
 JB1858.The orthometric height was scaled from a topographic map.
 JB1858
 JB1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1858
 JB1858.The geoid height was determined by GEOID03.
 JB1858
 JB1858;                    North         East     Units Scale Factor Converg.
 JB1858;SPC IL E     -   200,870.254   234,611.083   MT  1.00002763   -0 27 58.4
 JB1858;SPC IL E     -   659,021.82    769,719.86   sFT  1.00002763   -0 27 58.4
 JB1858;UTM  16      - 4,260,479.504   318,321.522   MT  1.00000649   -1 17 46.0
 JB1858
 JB1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1858!SPC IL E     -   0.99997436  x   1.00002763  =   1.00000199
 JB1858!UTM  16      -   0.99997436  x   1.00000649  =   0.99998085
 JB1858
 JB1858|---------------------------------------------------------------------|
 JB1858| PID    Reference Object                     Distance      Geod. Az  |
 JB1858|                                                           dddmmss.s |
 JB1858| CI3721 GRAND RM 3                           17.404 METERS 00110     |
 JB1858| CI3719 GRAND RM 1                           19.888 METERS 02559     |
 JB1858| CI3718 GRAND AZ MK 2                                      2571857.2 |
 JB1858| CI3717 GRAND AZ MK                                        2712336.1 |
 JB1858| CI3722 GRAND RM 4                            8.778 METERS 27525     |
 JB1858| CI3720 GRAND RM 2                           26.590 METERS 31044     |
 JB1858| JB1840 CENTRALIA MUNICIPAL TANK            APPROX. 7.2 KM 3193012.7 |
 JB1858|---------------------------------------------------------------------|
 JB1858
 JB1858                          SUPERSEDED SURVEY CONTROL
 JB1858
 JB1858  NAD 83(1997)-  38 28 26.94107(N)    089 04 57.61172(W) AD(       ) 2
 JB1858  NAD 83(1986)-  38 28 26.94138(N)    089 04 57.61164(W) AD(       ) 2
 JB1858  NAD 27      -  38 28 26.76338(N)    089 04 57.36304(W) AD(       ) 2
 JB1858
 JB1858.Superseded values are not recommended for survey control.
 JB1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1858.See file dsdata.txt to determine how the superseded data were derived.
 JB1858
 JB1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1832260480(NAD 83)
 JB1858_MARKER: DS = TRIANGULATION STATION DISK
 JB1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1858_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1858_STAMPING: GRAND 1962 1973
 JB1858_MARK LOGO: NGS   
 JB1858_PROJECTION: PROJECTING 5 CENTIMETERS
 JB1858
 JB1858  HISTORY     - Date     Condition        Report By
 JB1858  HISTORY     - 1972     MONUMENTED       NGS
 JB1858
 JB1858                          STATION DESCRIPTION
 JB1858
 JB1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JB1858'THE UNDERGROUND STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD
 JB1858'CONDITION.  THE SURFACE STATION MARK WAS FOUND DESTROYED BY
 JB1858'GRADING.  REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND ASSUMED TO
 JB1858'HAVE BEEN DESTROYED BY GRADING.  A NEW SURFACE STATION MARK AND
 JB1858'REFERENCE MARKS WERE SET.  A NEW DESCRIPTION FOLLOWS--
 JB1858'
 JB1858'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF CENTRALIA, IN
 JB1858'THE NW 1/4 OF SEC. 3, T-1-S, R-1-E, ON THE PROPERTY OF MR. LOUIS
 JB1858'BEGUELIN, 34 FEET SOUTH OF THE CENTERLINE OF OILED ROAD, 24 FEET
 JB1858'EAST OF AN EXTENDED NORTH-SOUTH FENCE LINE, 10 FEET NORTHEAST OF 3
 JB1858'SMALL THORN TREES, 7 FEET NORTHWEST OF A FENCE AND 1 FOOT NORTH
 JB1858'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE
 JB1858'DISK IS STAMPED GRAND 1962 1973.
 JB1858'
 JB1858'TO REACH THE STATION FROM THE CENTER OF THE SMALL SETTLEMENT OF
 JB1858'WALNUT HILL, GO WEST ON PAVED ROAD FOR 0.25 MILE TO A RAILROAD
 JB1858'CROSSING.  CONTINUE WEST AND NORTHWEST ON THE PAVED ROAD FOR 2.4
 JB1858'MILES TO A CROSSROAD AT 2 CONCRETE CULVERTS.  TURN LEFT AND GO
 JB1858'SOUTH ON OILED ROAD FOR 0.9 MILE TO A T-ROAD INTERSECTION.  TURN
 JB1858'LEFT AND GO EAST ON OILED ROAD FOR 0.15 MILE TO A ROAD RIGHT.
 JB1858'CONTINUE EAST ON OILED ROAD FOR 0.2 MILE TO TO OF SMALL GRADE AND
 JB1858'THE STATION ON THE RIGHT.
 JB1858'
 JB1858'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON OILED ROAD FOR
 JB1858'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JB1858'
 JB1858'REFERENCE MARK 3 IS 21 FEET NORTH OF THE CENTERLINE OF THE ROAD
 JB1858'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3
 JB1858'INCHES AND THE DISK IS STAMPED GRAND 1962 NO 3 1973.
 JB1858'
 JB1858'REFERENCE MARK 4 IS 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1
 JB1858'FOOT EAST OF A METAL WITNESS POST AND 3 FEET WEST OF EXTENDED FENCE
 JB1858'LINE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GRAND
 JB1858'1962 NO 4 1973.
 JB1858'
 JB1858'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1
 JB1858'FOOT EAST OF A METAL WITNESS POST AND 69 FEET NORTHEAST OF A T-FENCE
 JB1858'CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED GRAND 1962.
 JB1858'
 JB1858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES WEST
 JB1858'OF WALNUT HILL.
 JB1858'
 JB1858'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1466 ***********************************************************************
 MF1466  DESIGNATION -  GRAND RIDGE AIR BEACON
 MF1466  PID         -  MF1466
 MF1466  STATE/COUNTY-  IL/LA SALLE
 MF1466  USGS QUAD   -  OTTAWA (1994)
 MF1466
 MF1466                         *CURRENT SURVEY CONTROL
 MF1466  ___________________________________________________________________
 MF1466* NAD 83(1997)-  41 15 06.45696(N)    088 48 10.03351(W)     ADJUSTED  
 MF1466* NAVD 88     -                                                        
 MF1466  ___________________________________________________________________
 MF1466  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 MF1466  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MF1466
 MF1466  HORZ ORDER  -  THIRD
 MF1466
 MF1466.The horizontal coordinates were established by classical geodetic methods
 MF1466.and adjusted by the National Geodetic Survey in October 1999..
 MF1466
 MF1466
 MF1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1466
 MF1466.The geoid height was determined by GEOID03.
 MF1466
 MF1466;                    North         East     Units Scale Factor Converg.
 MF1466;SPC IL E     -   509,110.660   260,654.041   MT  0.99999404   -0 18 34.4
 MF1466;SPC IL E     - 1,670,307.22    855,162.47   sFT  0.99999404   -0 18 34.4
 MF1466;UTM  16      - 4,568,276.247   348,958.005   MT  0.99988077   -1 11 20.1
 MF1466
 MF1466                          SUPERSEDED SURVEY CONTROL
 MF1466
 MF1466  NAD 83(1986)-  41 15 06.46365(N)    088 48 10.04274(W) AD(       ) 4
 MF1466  NAD 27      -  41 15 06.33700(N)    088 48 09.75800(W) AD(       ) 3
 MF1466
 MF1466.Superseded values are not recommended for survey control.
 MF1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1466.See file dsdata.txt to determine how the superseded data were derived.
 MF1466
 MF1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4895868276(NAD 83)
 MF1466
 MF1466  HISTORY     - Date     Condition        Report By
 MF1466  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1466  HISTORY     - 1966     MARK NOT FOUND   USGS
 MF1466  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF1466  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF1466
 MF1466                          STATION DESCRIPTION
 MF1466
 MF1466'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MF1466'STATION HAS BEEN DESTROYED.  AIR BEACON HAS BEEN REMOVED.
 MF1466'NO TRACE OF FOUNDATION AT SITE.
 MF1466
 MF1466                          STATION RECOVERY (1997)
 MF1466
 MF1466'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1466'MARK NOT FOUND.
 MF1466
 MF1466                          STATION RECOVERY (2002)
 MF1466
 MF1466'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1466'AIR BEACON TORN DOWN 45 YEARS AGO
 MF1466'PER LOCAL RESIDENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1543 ***********************************************************************
 NH1543  DESIGNATION -  GRANDVIEW
 NH1543  PID         -  NH1543
 NH1543  STATE/COUNTY-  IL/STEPHENSON
 NH1543  USGS QUAD   -  FREEPORT WEST (1978)
 NH1543
 NH1543                         *CURRENT SURVEY CONTROL
 NH1543  ___________________________________________________________________
 NH1543* NAD 83(1997)-  42 20 55.25221(N)    089 37 57.41135(W)     ADJUSTED  
 NH1543* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 NH1543  ___________________________________________________________________
 NH1543  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NH1543  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH1543
 NH1543  HORZ ORDER  -  THIRD
 NH1543
 NH1543.The horizontal coordinates were established by classical geodetic methods
 NH1543.and adjusted by the National Geodetic Survey in October 1999..
 NH1543
 NH1543.The orthometric height was scaled from a topographic map.
 NH1543
 NH1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1543
 NH1543.The geoid height was determined by GEOID03.
 NH1543
 NH1543;                    North         East     Units Scale Factor Converg.
 NH1543;SPC IL W     -   630,948.792   744,001.746   MT  0.99996499   +0 21 35.2
 NH1543;SPC IL W     - 2,070,037.83  2,440,945.73   sFT  0.99996499   +0 21 35.2
 NH1543;UTM  16      - 4,691,848.164   283,160.273   MT  1.00017856   -1 46 26.9
 NH1543
 NH1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1543!SPC IL W     -   0.99996179  x   0.99996499  =   0.99992679
 NH1543!UTM  16      -   0.99996179  x   1.00017856  =   1.00014035
 NH1543
 NH1543|---------------------------------------------------------------------|
 NH1543| PID    Reference Object                     Distance      Geod. Az  |
 NH1543|                                                           dddmmss.s |
 NH1543| NH1544 GRANDVIEW 2                           3.327 METERS 07942     |
 NH1543| NH1530 FREEPORT RAD STA WFRL MAST          APPROX. 5.1 KM 1405149.5 |
 NH1543| CI9659 GRANDVIEW RM 1                       25.148 METERS 17131     |
 NH1543| NH1538 FREEPORT N ILL UTIL CO RAD MST      APPROX. 7.4 KM 1823113.3 |
 NH1543| CI9658 GRANDVIEW AZ MK                                    1824649.1 |
 NH1543| CI9661 GRANDVIEW 2 AZ MK                                  2182450.0 |
 NH1543| CI9660 GRANDVIEW RM 2                       23.923 METERS 28644     |
 NH1543|---------------------------------------------------------------------|
 NH1543
 NH1543                          SUPERSEDED SURVEY CONTROL
 NH1543
 NH1543  NAD 83(1997)-  42 20 55.25220(N)    089 37 57.41143(W) AD(       ) 3
 NH1543  NAD 83(1997)-  42 20 55.25153(N)    089 37 57.41254(W) AD(       ) 3
 NH1543  NAD 83(1986)-  42 20 55.25018(N)    089 37 57.41167(W) AD(       ) 3
 NH1543  NAD 27      -  42 20 55.18570(N)    089 37 56.99100(W) AD(       ) 3
 NH1543
 NH1543.Superseded values are not recommended for survey control.
 NH1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1543.See file dsdata.txt to determine how the superseded data were derived.
 NH1543
 NH1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8316091848(NAD 83)
 NH1543_MARKER: DS = TRIANGULATION STATION DISK
 NH1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1543
 NH1543  HISTORY     - Date     Condition        Report By
 NH1543  HISTORY     - 1954     MONUMENTED       CGS
 NH1543  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NH1543  HISTORY     - 19960919 MARK NOT FOUND   USPSQD
 NH1543  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH1543
 NH1543                          STATION DESCRIPTION
 NH1543
 NH1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1543'STATION IS LOCATED ABOUT 3 MILES NORTH OF FREEPORT ALONG
 NH1543'THE EAST SIDE OF STATE HIGHWAY 26 AND ON HIGHWAY PROPERTY.
 NH1543'IT IS 44 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 41 FEET EAST
 NH1543'OF THE CENTER OF HIGHWAY 26, 35 FEET SOUTHEAST OF A TELEPHONE
 NH1543'POLE, 12 FEET SOUTHWEST OF A WHITE WITNESS POST AND 11 FEET
 NH1543'WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 NH1543'STAMPED GRAND VIEW 1954.
 NH1543'
 NH1543'REFERENCE MARK NO. 1 IS 52 FEET EAST OF THE CENTER OF THE
 NH1543'HIGHWAY, 34 FEET NORTHEAST OF A TELEPHONE POLE AND 1 FOOT
 NH1543'WEST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 NH1543'STAMPED GRAND VIEW NO 1 1954.
 NH1543'
 NH1543'REFERENCE MARK NO. 2 IS 36 FEET SOUTH OF A POWER LINE POLE,
 NH1543'34 FEET WEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT EAST
 NH1543'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1543'GRAND VIEW NO 2 1954.
 NH1543'
 NH1543'AZIMUTH MARK IS 58 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 NH1543'33 FEET WEST OF THE CENTER OF THE HIGHWAY, 30 FEET SOUTH OF A
 NH1543'POWER LINE POLE AND 3 FEET NORTH OF A WHITE WITNESS POST.
 NH1543'THE MARK IS FLUSH AND THE DISK IS STAMPED GRAND VIEW 1954.
 NH1543'
 NH1543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NH1543'AND STATE HIGHWAY 26 IN THE NORTHWEST SECTION OF FREEPORT
 NH1543'GO NORTH ON HIGHWAY 26 FOR 3.0 MILE TO THE AZIMUTH MARK ON THE
 NH1543'LEFT AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 26 FOR 0.25
 NH1543'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NH1543'
 NH1543'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NH1543
 NH1543                          STATION RECOVERY (1959)
 NH1543
 NH1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 NH1543'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NH1543'TO BE IN GOOD CONDITION.  THE DIRECTION TO ALL MARKS WERE
 NH1543'CHECKED AND FOUND TO BE CORRECT AND A SLIGHT DIFFERENCE WAS
 NH1543'FOUND IN THE DISTANCE TO BOTH REFERENCE MARKS.
 NH1543'
 NH1543'THE STATION MARK, AZIMUTH AND REFERENCE MARK NO. 2 WERE DESTROYED
 NH1543'AS REQUEST BY THE STATE OF ILLINOIS HIGHWAY DEPARTMENT TO
 NH1543'MAKE WAY FOR WIDENING AND GRADING OF STATE HIGHWAY 26.
 NH1543'
 NH1543'GRAND VIEW 2 WAS ESTABLISHED.
 NH1543
 NH1543                          STATION RECOVERY (1996)
 NH1543
 NH1543'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1543'MARK NOT FOUND.
 NH1543
 NH1543                          STATION RECOVERY (2001)
 NH1543
 NH1543'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1543'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1544 ***********************************************************************
 NH1544  DESIGNATION -  GRANDVIEW 2
 NH1544  PID         -  NH1544
 NH1544  STATE/COUNTY-  IL/STEPHENSON
 NH1544  USGS QUAD   -  FREEPORT WEST (1978)
 NH1544
 NH1544                         *CURRENT SURVEY CONTROL
 NH1544  ___________________________________________________________________
 NH1544* NAD 83(1997)-  42 20 55.27150(N)    089 37 57.26834(W)     ADJUSTED  
 NH1544* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 NH1544  ___________________________________________________________________
 NH1544  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NH1544  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH1544
 NH1544  HORZ ORDER  -  THIRD
 NH1544
 NH1544.The horizontal coordinates were established by classical geodetic methods
 NH1544.and adjusted by the National Geodetic Survey in October 1999..
 NH1544.No horizontal observational check was made to the station.
 NH1544
 NH1544.The orthometric height was scaled from a topographic map.
 NH1544
 NH1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1544
 NH1544.The geoid height was determined by GEOID03.
 NH1544
 NH1544;                    North         East     Units Scale Factor Converg.
 NH1544;SPC IL W     -   630,949.408   744,005.015   MT  0.99996499   +0 21 35.3
 NH1544;SPC IL W     - 2,070,039.85  2,440,956.45   sFT  0.99996499   +0 21 35.3
 NH1544;UTM  16      - 4,691,848.658   283,163.564   MT  1.00017854   -1 46 26.8
 NH1544
 NH1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1544!SPC IL W     -   0.99996179  x   0.99996499  =   0.99992679
 NH1544!UTM  16      -   0.99996179  x   1.00017854  =   1.00014033
 NH1544
 NH1544|---------------------------------------------------------------------|
 NH1544| PID    Reference Object                     Distance      Geod. Az  |
 NH1544|                                                           dddmmss.s |
 NH1544| CI9663 GRANDVIEW 2 RM 4                      6.218 METERS 05502     |
 NH1544| CI9662 GRANDVIEW 2 RM 3                     23.262 METERS 08039     |
 NH1544| CI9659 GRANDVIEW RM 1                       25.451 METERS 17902     |
 NH1544| NH1541 FREEPORT MUNICIPAL TANK             APPROX. 6.0 KM 1833048.1 |
 NH1544| CI9661 GRANDVIEW 2 AZ MK                                  2184021.3 |
 NH1544| NH1543 GRANDVIEW                             3.327 METERS 25942     |
 NH1544|---------------------------------------------------------------------|
 NH1544
 NH1544                          SUPERSEDED SURVEY CONTROL
 NH1544
 NH1544  NAD 83(1997)-  42 20 55.27149(N)    089 37 57.26842(W) AD(       ) 3
 NH1544  NAD 83(1997)-  42 20 55.27083(N)    089 37 57.26952(W) AD(       ) 3
 NH1544  NAD 83(1986)-  42 20 55.26947(N)    089 37 57.26865(W) AD(       ) 3
 NH1544  NAD 27      -  42 20 55.20500(N)    089 37 56.84800(W) AD(       ) 3
 NH1544
 NH1544.Superseded values are not recommended for survey control.
 NH1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1544.See file dsdata.txt to determine how the superseded data were derived.
 NH1544
 NH1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8316491849(NAD 83)
 NH1544_MARKER: DS = TRIANGULATION STATION DISK
 NH1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1544+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2001
 NH1544
 NH1544  HISTORY     - Date     Condition        Report By
 NH1544  HISTORY     - 1959     MONUMENTED       CGS
 NH1544  HISTORY     - 1969     GOOD             ILDT
 NH1544  HISTORY     - 1969     GOOD             CGS
 NH1544  HISTORY     - 1970     GOOD             LOCENG
 NH1544  HISTORY     - 1971     GOOD             BRADY
 NH1544  HISTORY     - 19960918 GOOD             USPSQD
 NH1544  HISTORY     - 20011219 GOOD             USPSQD
 NH1544
 NH1544                          STATION DESCRIPTION
 NH1544
 NH1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 NH1544'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF FREEPORT AND IS
 NH1544'AT THE NORTHWEST CORNER OF THE GRAND VIEW CEMETERY.  IT IS
 NH1544'52 FEET EAST OF CENTER LINE OF STATE HIGHWAY 26, 24-1/2 FEET
 NH1544'SOUTH OF CENTER OF GRAVEL ROAD, 10-1/2 FEET SOUTH OF THE NORTHWEST
 NH1544'CORNER OF GRAVE YARD FENCE CORNER AND 2-1/2 FEET SOUTH OF WITNESS
 NH1544'POST.  THE MARK IS A STANDARD DISK SET IN TOP OF 12 X 12 INCH
 NH1544'CONCRETE POST SET FLUSH AND THE DISK IS STAMPED GRAND VIEW 2
 NH1544'1959.
 NH1544'
 NH1544'REFERENCE MARK NO. 1 IS 94 FEET SOUTH OF THE NORTHWEST CORNER
 NH1544'OF GRAVE YARD FENCE, 52 FEET EAST OF CENTER OF STATE HIGHWAY
 NH1544'26 AND 1/2 FOOT WEST OF FENCE LINE.  THE MARK IS A STANDARD
 NH1544'REFERENCE MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST
 NH1544'SET FLUSH AND THE DISK IS STAMPED GRAND VIEW NO 1 1954.
 NH1544'
 NH1544'REFERENCE MARK NO. 3 IS 74 FEET EAST OF THE NORTHWEST CORNER OF
 NH1544'GRAVE YARD FENCE, 30 FEET SOUTH OF CENTER OF GRAVEL ROAD AND
 NH1544'1 FOOT NORTH OF FENCE LINE.  THE MARK IS A STANDARD REFERENCE
 NH1544'MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING
 NH1544'ABOUT 2 INCHES AND THE DISK IS STAMPED GRAND VIEW 2 NO 3 1959.
 NH1544'
 NH1544'AZIMUTH MARK IS 17 FEET SOUTH OF GRAVEL ROAD, 3-1/2 FEET EAST OF
 NH1544'TELEPHONE POLE AND 1/2 FOOT NORTH OF FENCE LINE.  THE MARK IS
 NH1544'A STANDARD AZIMUTH MARK DISK SET IN TOP OF A 12 X 12 INCH
 NH1544'CONCRETE POST PROJECTING ABOUT 4 INCHES AND THE DISK IS STAMPED
 NH1544'GRAND VIEW 2 1959.
 NH1544'
 NH1544'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 20
 NH1544'AND STATE HIGHWAY 26, IN THE NORTHWEST EDGE OF FREEPORT.  GO
 NH1544'NORTH ON STATE HIGHWAY 26 FOR 3.2 MILES TO THE STATION ON
 NH1544'RIGHT AS DESCRIBED.
 NH1544'
 NH1544'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 NH1544'HIGHWAY 26 FOR 0.25 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO
 NH1544'WEST ON GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON LEFT AS
 NH1544'DESCRIBED.
 NH1544'
 NH1544'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1544
 NH1544                          STATION RECOVERY (1969)
 NH1544
 NH1544'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 (DEW)
 NH1544'GRANDVIEW 2 1959 GOOD DESCRIPTION OK.  SEE NOTE.
 NH1544'
 NH1544'GRANDVIEW NO 1 1954 GOOD DESCRIPTION O.K.  SEE NOTE.
 NH1544'
 NH1544'GRANDVIEW 2 NO 3 1959 R.M. 3 WAS DESTROYED, THE DISK WAS
 NH1544'RECOVERED.
 NH1544'
 NH1544'GRANDVIEW 2 1959 AZ MK GOOD DESCRIPTION O.K.
 NH1544'
 NH1544'NOTE--STATION IS 0.3 FOOT WEST OF WITNESS POST (NOT AS LISTED)
 NH1544'R.M. NO. 1, FENCE HAS BEEN REMOVED, R.M. NO. 1 IS 0.4 FOOT EAST
 NH1544'OF A SECOND WITNESS POST.
 NH1544
 NH1544                          STATION RECOVERY (1969)
 NH1544
 NH1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NH1544'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 NH1544'FOUND AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 3
 NH1544'WAS FOUND BROKEN AND THE DISK GONE.  REFERENCE MARK 4 WAS
 NH1544'SET.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE PREVIOUS
 NH1544'DISTANCE WAS FOUND TO BE SLOPE AND WAS MEASURED HORIZONTAL AT
 NH1544'THIS TIME.  THE DESCRIPTION IS GOOD WITH THE BELOW.
 NH1544'
 NH1544'THE STATION MARK IS 14 FEET SOUTHWEST OF A TOMBSTONE COCKRELL
 NH1544'1823 1907 AND 1 FOOT WEST OF A METAL WITNESS POST.
 NH1544'
 NH1544'REFERENCE MARK 1 AS DESCRIBED AND 14 FEET WEST OF A TOMBSTONE
 NH1544'KRATZER AND 1 FOOT EAST OF A METAL WITNESS POST.
 NH1544'
 NH1544'REFERENCE MARK 4 IS 1 FOOT NORTH OF CEMETERY FENCE, 1 FOOT
 NH1544'WEST OF A CONCRETE RIGHT-OF-WAY POST, 31 FEET SOUTH OF THE
 NH1544'CENTERLINE OF A DRIVEWAY EAST, 16 FEET EAST OF FENCE CORNER
 NH1544'AND 7 FEET NORTHEAST OF THE TOMBSTONE COCKRELL 1823 1907.  THE
 NH1544'MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED GRAND VIEW
 NH1544'2 1959 NO 4 1969.
 NH1544'
 NH1544'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1544'
 NH1544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 NH1544'MILES NORTH OF FREEPORT.
 NH1544
 NH1544                          STATION RECOVERY (1970)
 NH1544
 NH1544'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (WCB)
 NH1544'RECOVERED BY INTERNATIONAL AERIAL MAPPING COMPANY.
 NH1544'
 NH1544'GRAND VIEW 2 1959 GOOD.
 NH1544'
 NH1544'GRAND VIEW 2 1959 AZIMUTH MARK-GOOD.
 NH1544
 NH1544                          STATION RECOVERY (1971)
 NH1544
 NH1544'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971 (LS)
 NH1544'GRAND VIEW 2 GOOD.
 NH1544'
 NH1544'STATION, AZIMUTH MARK AND R.M. 1 RECOVERED.  R.M. 3 HAS BEEN
 NH1544'DESTROYED.  DISTANCE FROM STATION TO AZIM. MARK = 1612.121 FT
 NH1544'
 NH1544'SHOT BY GRODIMETER MODEL 6.
 NH1544'
 NH1544'VERT. ANGLE BY KERN DKML-AE.
 NH1544
 NH1544                          STATION RECOVERY (1996)
 NH1544
 NH1544'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1544'RECOVERED IN GOOD CONDITION.
 NH1544
 NH1544                          STATION RECOVERY (2001)
 NH1544
 NH1544'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1544'RM 1, RM 4, FOUND IN GOOD CONDITION. RM 3 AND AZIMUTH NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0609 ***********************************************************************
 NG0609  DESIGNATION -  GRANGE
 NG0609  PID         -  NG0609
 NG0609  STATE/COUNTY-  IL/LAKE
 NG0609  USGS QUAD   -  LIBERTYVILLE (1993)
 NG0609
 NG0609                         *CURRENT SURVEY CONTROL
 NG0609  ___________________________________________________________________
 NG0609* NAD 83(1997)-  42 21 49.94833(N)    087 57 49.68588(W)     ADJUSTED  
 NG0609* NAVD 88     -       231.99   (+/-2cm)     761.1    (feet)  VERTCON   
 NG0609  ___________________________________________________________________
 NG0609  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 NG0609  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NG0609
 NG0609  HORZ ORDER  -  THIRD
 NG0609  VERT ORDER  -  THIRD ? (See Below)
 NG0609
 NG0609.The horizontal coordinates were established by classical geodetic methods
 NG0609.and adjusted by the National Geodetic Survey in October 1999..
 NG0609
 NG0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0609.The vertical order pertains to the NGVD 29 superseded value.
 NG0609
 NG0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0609
 NG0609.The geoid height was determined by GEOID03.
 NG0609
 NG0609;                    North         East     Units Scale Factor Converg.
 NG0609;SPC IL E     -   632,585.771   330,440.200   MT  0.99998640   +0 14 56.4
 NG0609;SPC IL E     - 2,075,408.48  1,084,119.22   sFT  0.99998640   +0 14 56.4
 NG0609;UTM  16      - 4,690,627.898   420,636.246   MT  0.99967750   -0 38 58.1
 NG0609
 NG0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0609!SPC IL E     -   0.99996899  x   0.99998640  =   0.99995539
 NG0609!UTM  16      -   0.99996899  x   0.99967750  =   0.99964650
 NG0609
 NG0609|---------------------------------------------------------------------|
 NG0609| PID    Reference Object                     Distance      Geod. Az  |
 NG0609|                                                           dddmmss.s |
 NG0609| CI9667 GRANGE RM 3                          20.385 METERS 00206     |
 NG0609| CI9665 GRANGE RM 1                          22.178 METERS 03133     |
 NG0609| NG0620 AIRPORT BCN WAUKEGAN AIRPORT        APPROX. 7.4 KM 0624136.7 |
 NG0609| CI9664 GRANGE AZ MK                                       0861254.2 |
 NG0609| NG0607 WAUKEGAN RADIO STA WKRS S MAST      APPROX. 7.0 KM 1030933.5 |
 NG0609| CI9666 GRANGE RM 2                          29.700 METERS 30933     |
 NG0609| CI9668 GRANGE RM 4                          25.100 METERS 32458     |
 NG0609|---------------------------------------------------------------------|
 NG0609
 NG0609                          SUPERSEDED SURVEY CONTROL
 NG0609
 NG0609  NAD 83(1997)-  42 21 49.94826(N)    087 57 49.68625(W) AD(       ) 3
 NG0609  NAD 83(1997)-  42 21 49.94757(N)    087 57 49.69173(W) AD(       ) 3
 NG0609  NAD 83(1997)-  42 21 49.94736(N)    087 57 49.69320(W) AD(       ) 3
 NG0609  NAD 83(1986)-  42 21 49.94827(N)    087 57 49.70139(W) AD(       ) 3
 NG0609  NAD 27      -  42 21 49.86620(N)    087 57 49.42460(W) AD(       ) 3
 NG0609  NGVD 29 (07/19/86)  232.07   (m)          761.4    (f) LEVELING    3  
 NG0609
 NG0609.Superseded values are not recommended for survey control.
 NG0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0609.See file dsdata.txt to determine how the superseded data were derived.
 NG0609
 NG0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2063690628(NAD 83)
 NG0609_MARKER: DS = TRIANGULATION STATION DISK
 NG0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0609
 NG0609  HISTORY     - Date     Condition        Report By
 NG0609  HISTORY     - 1954     MONUMENTED       CGS
 NG0609  HISTORY     - 1956     GOOD             CGS
 NG0609  HISTORY     - 1966     GOOD             CGS
 NG0609  HISTORY     - 19960505 MARK NOT FOUND   USPSQD
 NG0609  HISTORY     - 20000929 MARK NOT FOUND   PATRIC
 NG0609
 NG0609                          STATION DESCRIPTION
 NG0609
 NG0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0609'STATION IS LOCATED ABOUT 5 MILES NORTH OF LIBERTYVILLE AND 3 MILES
 NG0609'WEST OF GURNEE IN THE
 NG0609'SOUTHWEST ANGLE OF A PAVED CROSSROAD AND ON HIGHWAY PROPERTY.  IT IS
 NG0609'85 FEET SOUTH WEST OF THE INTERSECTION
 NG0609'OF A PAVED CROSSROAD, 31 FEET SOUTH OF THE CENTER OF A PAVED
 NG0609'ROAD, 21 FEET EAST OF A TELEPHONE POLE AND
 NG0609'4 FEET EAST OF A WHITE WITNESS POST.  THE
 NG0609'MARK IS FLUSH AND THE DISK IS STAMPED GRANGE 1954.
 NG0609'
 NG0609'REFERENCE MARK NO. 1 IS 40 FEET WEST OF THE CENTER OF A PAVED ROAD,
 NG0609'32 FEET NORTH OF THE CENTER OF
 NG0609'A PAVED ROAD, 1 FOOT WEST OF A POWER LINE POLE AND 1 FOOT SOUTH OF A
 NG0609'FENCE CORNER.  THE MARK IS FLUSH
 NG0609'AND THE DISK IS STAMPED GRANGE NO 1 1954.
 NG0609'
 NG0609'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTER OF A PAVED ROAD,
 NG0609'13 FEET EAST OF A POWER LINE
 NG0609'POLE AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 NG0609'DISK IS STAMPED GRANGE NO 2 1954.
 NG0609'
 NG0609'ADJ (USGS) BM IS 58 FEET WEST OF THE CENTER OF A PAVED ROAD, 38 FEET
 NG0609'SOUTH OF THE SOUTHEAST CORNER
 NG0609'OF A BRICK SCHOOL BUILDING, 34 FEET NORTH OF A PAVED ROAD, 9 FEET
 NG0609'EAST OF A 36 INCH MAPLE TREE AND 3
 NG0609'FEET NORTH OF A FENCE LINE.  THE MARK IS A 4 INCH
 NG0609'IRON PIPE THAT PROJECTS 4 INCHES WITH A STANDARD U.S.
 NG0609'GEOLOGICAL SURVEY BENCH MARK DISK
 NG0609'CAP ATOP STAMPED ADJ 1905 760 (FEET ELEVATION).
 NG0609'
 NG0609'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF A PAVED ROAD, 2 FEET
 NG0609'NORTHWEST OF A WHITE WITNESS
 NG0609'POST, 1 FOOT SOUTH OF A FENCE LINE AND 1 FOOT WEST OF A POWER LINE
 NG0609'POLE.  THE MARK IS FLUSH AND THE
 NG0609'DISK IS STAMPED GRANGE 1954.
 NG0609'
 NG0609'TO REACH THE STATION FROM THE RAILROAD CROSSING AND STATE HIGHWAY 63
 NG0609'IN LIBERTYVILLE, GO NORTH ON
 NG0609'HIGHWAY 63 FOR 1.1 MILE TO THE JUNCTION OF STATE HIGHWAYS 21, 137
 NG0609'AND 63.  CONTINUE NORTH ON
 NG0609'HIGHWAY 63 FOR 2.8 MILES TO THE JUNCTION OF STATE HIGHWAY
 NG0609'120, TURN LEFT AND GO WEST ON HIGHWAY 120 FOR
 NG0609'1.0 MILE TO A PAVED SIDE ROAD RIGHT,
 NG0609'TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 1.55 MILES TO A PAVED
 NG0609'CROSSROAD AND THE STATION ON
 NG0609'THE LEFT AS DESCRIBED.
 NG0609'
 NG0609'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PAVED ROAD FOR
 NG0609'0.2 MILE TO THE MARK ON THE
 NG0609'LEFT AS DESCRIBED.
 NG0609'
 NG0609'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NG0609
 NG0609                          STATION RECOVERY (1956)
 NG0609
 NG0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 NG0609'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 NG0609'CONDITION.  ROAD CONSTRUCTION
 NG0609'WORK WILL DESTROY BOTH REFERENCE MARKS AND THE USGS BM.  THESE MARKS
 NG0609'WERE MOVED AT THE REQUEST OF THE
 NG0609'LAKE COUNTY HIGHWAY DEPARTMENT.  A COMPLETE NEW DESCRIPTION
 NG0609'FOLLOWS.
 NG0609'
 NG0609'STATION IS LOCATED ABOUT 5 MILES NORTH OF LIBERTYVILLE AND 3 MILES
 NG0609'WEST OF GURNEE IN THE
 NG0609'SOUTHWEST ANGLE OF THE INTERSECTION OF GRANGE HALL ROAD AND EDIC
 NG0609'ROAD, 78 FEET WEST OF THE CENTER
 NG0609'OF EDIC ROAD, 36 FEET WEST OF A TELEPHONE POLE, 33 FEET SOUTH OF THE
 NG0609'CENTER OF GRANGE HALL ROAD, AND 1
 NG0609'FOOT WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 NG0609'2 INCHES AND THE DISK IS STAMPED GRANGE 1954.
 NG0609'
 NG0609'REFERENCE MARK NO. 3 IS 76 FEET WEST OF THE CENTER OF EDIC ROAD AND
 NG0609'33 FEET NORTH OF THE CENTER OF
 NG0609'GRANGE HALL ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NG0609'GRANGE NO 3 1954.
 NG0609'
 NG0609'REFERENCE MARK NO. 4 IS 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NG0609'BRICK BUILDING, 33 FEET NORTH OF
 NG0609'THE CENTER OF GRANGE HALL ROAD, AND 4 FEET SOUTH OF A FENCE.  THE
 NG0609'MARK IS FLUSH WITH THE SURFACE OF THE
 NG0609'GROUND AND THE DISK IS STAMPED GRANGE NO 4 1954.
 NG0609'
 NG0609'ADJ (USGS) BM RESET IS 49 FEET WEST OF THE CENTER OF EDIC ROAD, 40
 NG0609'FEET NORTH OF THE CENTER OF
 NG0609'GRANGE HALL ROAD, 28 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 NG0609'BRICK BUILDING, AND 1 FOOT SOUTHEAST
 NG0609'OF A FENCE.  THE MARK IS A 4-INCH IRON PIPE THAT PROJECTS
 NG0609'2 INCHES WITH A STANDARD U.S. GEOLOGICAL SURVEY
 NG0609'BENCH MARK DISK CAP ON TOP AND STAMPED
 NG0609'ADJ 1905 760 (FEET ELEVATION) RESET.
 NG0609'
 NG0609'AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF GRANGE HALL ROAD, 2
 NG0609'FEET NORTHWEST OF A WHITE
 NG0609'WITNESS POST, AND 1 FOOT WEST OF A POWER POLE.  THE MARK IS FLUSH
 NG0609'WITH THE SURFACE OF THE GROUND AND
 NG0609'THE DISK IS STAMPED GRANGE 1954.
 NG0609'
 NG0609'TO REACH THE STATION FROM WHERE STATE HIGHWAY 63 CROSSES THE RAILROAD
 NG0609'TRACKS IN LIBERTYVILLE, GO
 NG0609'NORTH ON STATE HIGHWAY 63 FOR 1.1 MILES TO THE JUNCTION OF STATE
 NG0609'HIGHWAYS 21, 63 AND 137.  CONTINUE
 NG0609'NORTH ON STATE HIGHWAY 63 FOR 2.8 MILES TO THE JUNCTION
 NG0609'OF STATE HIGHWAY 120.  TURN LEFT AND GO WEST ON STATE
 NG0609'HIGHWAY 120 FOR 1.0 MILE TO A PAVED
 NG0609'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON EDIC ROAD (PAVED) FOR 1.55
 NG0609'MILES TO A PAVED CROSSROAD WHICH IS GRANGE
 NG0609'HALL ROAD AND THE STATION AS DESCRIBED.
 NG0609'
 NG0609'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRANGE HALL
 NG0609'ROAD (PAVED) FOR 0.2 MILE TO
 NG0609'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NG0609'
 NG0609'ADJ (USGS) BM RESET IS 0.068 FT HIGHER IN ELEVATION THAN THE OLD MARK.
 NG0609
 NG0609                          STATION RECOVERY (1966)
 NG0609
 NG0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NG0609'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED.
 NG0609'THE SURFACE
 NG0609'STATION MARK WAS FOUND BROKEN OFF.  THE UNDERGROUND MARK
 NG0609'WAS USED AT THIS TIME TO
 NG0609'ESTABLISH A NEW SURFACE MARK, HOLDING THE
 NG0609'ORIGINAL POINT.  THE NEW SURFACE MARK IS A
 NG0609'STANDARD DISK, STAMPED
 NG0609'GRANGE 1954 1966, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 NG0609'FLUSH WITH THE
 NG0609'SURFACE OF THE GROUND.  A METAL WITNESS POST WAS SET 8 FEET
 NG0609'SOUTH OF THE STATION AT
 NG0609'THIS TIME.
 NG0609'
 NG0609'A METAL WITNESS POST WAS SET 1 FOOT SOUTHEAST OF THE AZIMUTH
 NG0609'MARK AT THIS TIME.
 NG0609'
 NG0609'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE WITH THE
 NG0609'ABOVE CHANGES.
 NG0609
 NG0609                          STATION RECOVERY (1996)
 NG0609
 NG0609'RECOVERY NOTE BY US POWER SQUADRON 1996
 NG0609'MARK NOT FOUND.
 NG0609
 NG0609                          STATION RECOVERY (2000)
 NG0609
 NG0609'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000
 NG0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0154 ***********************************************************************
 JC0154  DESIGNATION -  GRANITE CITY
 JC0154  PID         -  JC0154
 JC0154  STATE/COUNTY-  IL/MADISON
 JC0154  USGS QUAD   -  GRANITE CITY (1998)
 JC0154
 JC0154                         *CURRENT SURVEY CONTROL
 JC0154  ___________________________________________________________________
 JC0154* NAD 83(1986)-  38 42 06.     (N)    090 08 50.     (W)     SCALED    
 JC0154* NAVD 88     -       129.588  (meters)     425.16   (feet)  ADJUSTED  
 JC0154  ___________________________________________________________________
 JC0154  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JC0154  DYNAMIC HT  -         129.507 (meters)     424.89  (feet)  COMP
 JC0154  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JC0154
 JC0154  VERT ORDER  -  SECOND    CLASS 0
 JC0154
 JC0154.The horizontal coordinates were scaled from a topographic map and have
 JC0154.an estimated accuracy of +/- 6 seconds.
 JC0154
 JC0154.The orthometric height was determined by differential leveling
 JC0154.and adjusted by the National Geodetic Survey in June 1991..
 JC0154
 JC0154.The geoid height was determined by GEOID03.
 JC0154
 JC0154.The dynamic height is computed by dividing the NAVD 88
 JC0154.geopotential number by the normal gravity value computed on the
 JC0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0154.degrees latitude (g = 980.6199 gals.).
 JC0154
 JC0154.The modeled gravity was interpolated from observed gravity values.
 JC0154
 JC0154;                    North         East    Units  Estimated Accuracy
 JC0154;SPC IL W     -   225,850.      701,690.      MT  (+/- 180 meters Scaled)
 JC0154
 JC0154                          SUPERSEDED SURVEY CONTROL
 JC0154
 JC0154  NGVD 29 (??/??/92)  129.704  (m)          425.54   (f) ADJ UNCH    2 0
 JC0154
 JC0154.Superseded values are not recommended for survey control.
 JC0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0154.See file dsdata.txt to determine how the superseded data were derived.
 JC0154
 JC0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC480875(NAD 83)
 JC0154_MARKER: DB = BENCH MARK DISK
 JC0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0154_SP_SET: STEP
 JC0154_STAMPING: 425.596 GRANITE CITY 1934
 JC0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0154
 JC0154  HISTORY     - Date     Condition        Report By
 JC0154  HISTORY     - 1934     MONUMENTED       CGS
 JC0154  HISTORY     - 1942     GOOD             NGS
 JC0154
 JC0154                          STATION DESCRIPTION
 JC0154
 JC0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JC0154'AT GRANITE CITY.
 JC0154'AT GRANITE CITY, MADISON COUNTY, AT THE SOUTH ENTRANCE OF THE
 JC0154'CITY HALL, 15 FEET WEST OF THE DOOR, IN THE SIDE OF THE STEPS,
 JC0154'AND 3 FEET ABOVE THE PAVEMENT.  A STANDARD DISK, STAMPED 425.596
 JC0154'GRANITE CITY 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2616 ***********************************************************************
 ME2616  DESIGNATION -  GRANT
 ME2616  PID         -  ME2616
 ME2616  STATE/COUNTY-  IL/KANKAKEE
 ME2616  USGS QUAD   -  MOMENCE (1973)
 ME2616
 ME2616                         *CURRENT SURVEY CONTROL
 ME2616  ___________________________________________________________________
 ME2616* NAD 83(1997)-  41 14 43.97263(N)    087 38 42.41889(W)     ADJUSTED  
 ME2616* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 ME2616  ___________________________________________________________________
 ME2616  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 ME2616  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 ME2616
 ME2616  HORZ ORDER  -  FIRST
 ME2616
 ME2616.The horizontal coordinates were established by classical geodetic methods
 ME2616.and adjusted by the National Geodetic Survey in October 1999..
 ME2616
 ME2616.The orthometric height was scaled from a topographic map.
 ME2616
 ME2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2616
 ME2616.The geoid height was determined by GEOID03.
 ME2616
 ME2616;                    North         East     Units Scale Factor Converg.
 ME2616;SPC IL E     -   508,539.178   357,686.581   MT  1.00001594   +0 27 13.5
 ME2616;SPC IL E     - 1,668,432.29  1,173,510.06   sFT  1.00001594   +0 27 13.5
 ME2616;SPC IN W     -   665,979.129   852,911.598   MT  0.99999394   -0 22 13.4
 ME2616;SPC IN W     - 2,184,966.53  2,798,260.80   sFT  0.99999394   -0 22 13.4
 ME2616;UTM  16      - 4,566,216.426   445,946.426   MT  0.99963596   -0 25 31.2
 ME2616
 ME2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2616!SPC IL E     -   0.99997134  x   1.00001594  =   0.99998728
 ME2616!SPC IN W     -   0.99997134  x   0.99999394  =   0.99996528
 ME2616!UTM  16      -   0.99997134  x   0.99963596  =   0.99960731
 ME2616
 ME2616|---------------------------------------------------------------------|
 ME2616| PID    Reference Object                     Distance      Geod. Az  |
 ME2616|                                                           dddmmss.s |
 ME2616| CM3584 GRANT RM 1                           25.701 METERS 07224     |
 ME2616| CM3585 GRANT RM 2                           23.845 METERS 20728     |
 ME2616| CM3583 GRANT AZ MK                                        3455913.4 |
 ME2616|---------------------------------------------------------------------|
 ME2616
 ME2616                          SUPERSEDED SURVEY CONTROL
 ME2616
 ME2616  NAD 83(1997)-  41 14 43.97264(N)    087 38 42.41887(W) AD(       ) 1
 ME2616  NAD 83(1986)-  41 14 43.97581(N)    087 38 42.42449(W) AD(       ) 1
 ME2616  NAD 27      -  41 14 43.85490(N)    087 38 42.28970(W) AD(       ) 1
 ME2616
 ME2616.Superseded values are not recommended for survey control.
 ME2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2616.See file dsdata.txt to determine how the superseded data were derived.
 ME2616
 ME2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4594666216(NAD 83)
 ME2616_MARKER: DS = TRIANGULATION STATION DISK
 ME2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2616
 ME2616  HISTORY     - Date     Condition        Report By
 ME2616  HISTORY     - 1952     MONUMENTED       CGS
 ME2616  HISTORY     - 1967     GOOD             CGS
 ME2616  HISTORY     - 1969     GOOD             LOCSUR
 ME2616  HISTORY     - 1970     GOOD             MGA
 ME2616  HISTORY     - 1971     GOOD             NGS
 ME2616
 ME2616                          STATION DESCRIPTION
 ME2616
 ME2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2616'STATION IS LOCATED IN THE NORTH SECTION OF GRANT PARK.  IT IS 108
 ME2616'FEET NORTHEAST OF THE
 ME2616'NORTHEAST CORNER OF A BARN, 133 FEET WEST OF THE CENTER OF A GRAVEL
 ME2616'ROAD, 94 FEET WEST OF A 24 INCH
 ME2616'OAK TREE, 28 FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME
 ME2616'BUILDING AND 12 FEET EAST OF A WHITE
 ME2616'WITNESS POST AND A FENCELINE.  THE MARK IS FLUSH
 ME2616'AND THE DISK IS STAMPED GRANT 1952.
 ME2616'
 ME2616'REFERENCE MARK NO. 1 IS 54 FEET WEST OF THE CENTER OF THE GRAVEL
 ME2616'ROAD, 27 FEET SOUTHEAST OF
 ME2616'THE SOUTHEAST CORNER OF A BRICK BUILDING, 18 FEET NORTHWEST OF A 24
 ME2616'INCH OAK TREE AND 1 FOOT SOUTH OF
 ME2616'A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 ME2616'GRANT NO 1 1952.
 ME2616'
 ME2616'REFERENCE MARK NO. 2 IS 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 ME2616'THE BARN AND 1 FOOT EAST
 ME2616'OF A FENCELINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRANT NO 2
 ME2616'1952.
 ME2616'
 ME2616'AZIMUTH MARK IS 24 FEET SOUTHEAST OF A WHITE WITNESS POST AND A
 ME2616'TELEPHONE POLE AND 2 FEET
 ME2616'SOUTH OF THE CENTER OF A GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND
 ME2616'THE DISK IS STAMPED GRANT 1952.
 ME2616'
 ME2616'36 W (USGS) BM IS 47 FEET SOUTHWEST OF THE INTERSECTION OF A GRAVEL
 ME2616'CROSSROAD, 42 FEET WEST OF
 ME2616'THE CENTER OF A GRAVEL ROAD AND 25 FEET SOUTH OF THE CENTER OF A
 ME2616'GRAVEL ROAD.  THE MARK IS A 4 INCH
 ME2616'IRON PIPE WHICH PROJECTS 12 INCHES AND HAS A
 ME2616'BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK RIVETED
 ME2616'TO THE TOP STAMPED PRIM TRAV
 ME2616'STA NO 36 W 88 A ILL 1921.
 ME2616'
 ME2616'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRANT PARK, GO NORTH
 ME2616'ON PAVED ROAD FOR 0.25
 ME2616'MILE TO A GRAVEL SIDE ROAD RIGHT (*), CONTINUE STRAIGHT AHEAD FOR
 ME2616'0.05 MILE TO A DRIVEWAY RIGHT,
 ME2616'TURN RIGHT ON DIRVEWAY AND GO NORTH PASSING THROUGH BARN
 ME2616'YARD FOR 0.1 MILE TO THE STATION AS
 ME2616'DESCRIBED.
 ME2616'
 ME2616'TO REACH THE AZIMUTH MARK FROM THIS POINT (*), GO NORTH ON GRAVEL ROAD
 ME2616'FOR 0.5 MILE TO A
 ME2616'CROSSROAD, AND 36 W (USGS) BM IN THE SOUTHWEST ANGLE, TURN LEFT AND
 ME2616'GO 0.1 MILE TO THE AZIMUTH
 ME2616'MARK ON THE LEFT AS DESCRIBED.
 ME2616'
 ME2616'(THIS STATION IS ON PROPERTY OWNED BY BLANCHE ESSON)
 ME2616'
 ME2616'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME2616
 ME2616                          STATION RECOVERY (1967)
 ME2616
 ME2616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2616'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 ME2616'GOOD CONDITION.
 ME2616'36 W (USGS) BM COULD NOT BE FOUND AND IS ASSUMED LOST.
 ME2616'
 ME2616'THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 ME2616'
 ME2616'THE STATION MARK IS 12 FEET EAST OF A FENCE CORNER AND 1 FOOT SOUTH
 ME2616'OF A METAL WITNESS
 ME2616'POST.
 ME2616'
 ME2616'REFERENCE MARK 1 IS 15 FEET NORTHWEST OF A 30 INCH MAPLE TREE, 12
 ME2616'FEET SOUTH OF A
 ME2616'PAVED DRIVEWAY AND 1 FOOT WEST OF A METAL WITNESS POST.
 ME2616'
 ME2616'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 ME2616'2 FEET EAST OF A
 ME2616'POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 ME2616'
 ME2616'IN THE PREVIOUS DESCRIPTION THE POWER POLE AND ROAD MEASUREMENTS
 ME2616'WERE WRONG.
 ME2616'
 ME2616'THE STATION IS 0.1 MILE NORTHEAST OF THE INTERSECTION OF HAMBLETON
 ME2616'AND MAIN STREET AT
 ME2616'THE NORTH EDGE OF GRANT PARK.
 ME2616
 ME2616                          STATION RECOVERY (1969)
 ME2616
 ME2616'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 ME2616'GRANT 1952 STATION, AZIMUTH MARK, RM 1 RECOVERED IN GOOD
 ME2616'CONDITION, AS
 ME2616'DESCRIBED.  RM 2 NOT SEARCHED FOR
 ME2616'BUT PROBABLY IN GOOD CONDITION
 ME2616'SINCE AREA IS
 ME2616'UNDISTURBED.
 ME2616'
 ME2616'HORIZONTAL DISTANCE TO AZIMUTH MARK IS 2342.10 FT. - MEASURED BY
 ME2616'GEODIMETER AS PART
 ME2616'OF CLOSED TRAVERSE FROM GRANT TO MOMENCE.
 ME2616'
 ME2616'RECOVERED BY A. SCHMIDT AND ASSOC.
 ME2616
 ME2616                          STATION RECOVERY (1970)
 ME2616
 ME2616'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1970 (JR)
 ME2616'GRANT 1952 GOOD.
 ME2616'GRANT NO. 1 1952
 ME2616'G.OD
 ME2616'AZ. MARK GRANT 1952 GOOD.
 ME2616'
 ME2616'GRANT NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 ME2616'
 ME2616'RECOVERED BY MOORE, GARDNER AND ASSOCIATES, INC.
 ME2616
 ME2616                          STATION RECOVERY (1971)
 ME2616
 ME2616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2616'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 ME2616'FOUND AS DESCRIBED
 ME2616'AND IN GOOD CONDITION.  THE 36 W (USGS) BM PIPE WAS
 ME2616'FOUND AT THIS VISIT AND THE CAP GONE
 ME2616'WITH THE PIPE BROKEN.  REFERENCE
 ME2616'MARK 2 WAS REPORTED AS NOT FOUND BUT WAS FOUND AS
 ME2616'DESCRIBED AND IN
 ME2616'GOOD CONDITION.  DUE TO COLD WEATHER THE STATION WAS NOT OCCUPIED.
 ME2616'
 ME2616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT GRANT PARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1051 ***********************************************************************
 NH1051  DESIGNATION -  GRANT
 NH1051  PID         -  NH1051
 NH1051  STATE/COUNTY-  IL/LAKE
 NH1051  USGS QUAD   -  WAUCONDA (1993)
 NH1051
 NH1051                         *CURRENT SURVEY CONTROL
 NH1051  ___________________________________________________________________
 NH1051* NAD 83(1997)-  42 22 06.97955(N)    088 09 48.14180(W)     ADJUSTED  
 NH1051* NAVD 88     -       256.29   (+/-2cm)     840.8    (feet)  VERTCON   
 NH1051  ___________________________________________________________________
 NH1051  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 NH1051  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 NH1051
 NH1051  HORZ ORDER  -  SECOND
 NH1051  VERT ORDER  -  THIRD ? (See Below)
 NH1051
 NH1051.The horizontal coordinates were established by classical geodetic methods
 NH1051.and adjusted by the National Geodetic Survey in October 1999..
 NH1051
 NH1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1051.The vertical order pertains to the NGVD 29 superseded value.
 NH1051
 NH1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1051
 NH1051.The geoid height was determined by GEOID03.
 NH1051
 NH1051;                    North         East     Units Scale Factor Converg.
 NH1051;SPC IL E     -   633,059.114   313,999.460   MT  0.99997741   +0 06 52.3
 NH1051;SPC IL E     - 2,076,961.44  1,030,179.90   sFT  0.99997741   +0 06 52.3
 NH1051;UTM  16      - 4,691,358.793   404,209.661   MT  0.99971290   -0 47 02.6
 NH1051
 NH1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1051!SPC IL E     -   0.99996517  x   0.99997741  =   0.99994258
 NH1051!UTM  16      -   0.99996517  x   0.99971290  =   0.99967808
 NH1051
 NH1051|---------------------------------------------------------------------|
 NH1051| PID    Reference Object                     Distance      Geod. Az  |
 NH1051|                                                           dddmmss.s |
 NH1051| CI9670 GRANT RM 1                           26.598 METERS 02903     |
 NH1051| NH1052 VOLO NATL GAS CO RADIO MAST         APPROX. 6.9 KM 1682117.6 |
 NH1051| CI9669 GRANT AZ MK                                        1934422.3 |
 NH1051| CI9671 GRANT RM 2                           25.003 METERS 26918     |
 NH1051| NH1056 FOX LAKE MUNICIPAL TANK             APPROX. 3.6 KM 3360822.7 |
 NH1051|---------------------------------------------------------------------|
 NH1051
 NH1051                          SUPERSEDED SURVEY CONTROL
 NH1051
 NH1051  NAD 83(1997)-  42 22 06.97947(N)    088 09 48.14214(W) AD(       ) 2
 NH1051  NAD 83(1997)-  42 22 06.97894(N)    088 09 48.14824(W) AD(       ) 2
 NH1051  NAD 83(1986)-  42 22 06.97806(N)    088 09 48.15321(W) AD(       ) 2
 NH1051  NAD 27      -  42 22 06.90680(N)    088 09 47.84970(W) AD(       ) 2
 NH1051  NGVD 29 (07/19/86)  256.35   (m)          841.0    (f) LEVELING    3  
 NH1051
 NH1051.Superseded values are not recommended for survey control.
 NH1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1051.See file dsdata.txt to determine how the superseded data were derived.
 NH1051
 NH1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0421091359(NAD 83)
 NH1051_MARKER: DS = TRIANGULATION STATION DISK
 NH1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1051
 NH1051  HISTORY     - Date     Condition        Report By
 NH1051  HISTORY     - 1954     MONUMENTED       CGS
 NH1051  HISTORY     - 1966     MARK NOT FOUND   CGS
 NH1051  HISTORY     - 1975     GOOD             ALSTER
 NH1051  HISTORY     - 1975     SEE DESCRIPTION  LOCENG
 NH1051  HISTORY     - 19940515 GOOD             USPSQD
 NH1051
 NH1051                          STATION DESCRIPTION
 NH1051
 NH1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1051'STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY 134
 NH1051'ABOUT 3 MILES NORTH OF VOLO, 2-1/2 MILES SOUTHEAST OF FOX
 NH1051'LAKE AND 0.3 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 12
 NH1051'AND STATE HIGHWAY 134.  IT IS 42 FEET SOUTH OF THE CENTER OF
 NH1051'THE HIGHWAY AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 NH1051'IS FLUSH AND THE DISK IS STAMPED GRANT 1954.
 NH1051'
 NH1051'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF THE CENTER OF THE
 NH1051'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRANT NO 1
 NH1051'1954.
 NH1051'
 NH1051'REFERENCE MARK NO. 2 IS 42 FEET SOUTH OF THE CENTER OF THE
 NH1051'HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRANT
 NH1051'NO 2 1954.
 NH1051'
 NH1051'AZIMUTH MARK IS 43 FEET SOUTH OF A POWER LINE POLE, 35 FEET
 NH1051'EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF A WHITE
 NH1051'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 NH1051'ABOUT 2 INCHES AND THE DISK IS STAMPED GRANT 1954.
 NH1051'
 NH1051'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 NH1051'AND STATE HIGHWAY 120 AT THE EAST EDGE OF VOLO, GO NORTH ON
 NH1051'HIGHWAY 12 FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 NH1051'134.  TURN RIGHT AND GO EAST ON HIGHWAY 134 FOR 0.3 MILE TO
 NH1051'THE STATION ON THE RIGHT AS DESCRIBED.
 NH1051'
 NH1051'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 NH1051'134 FOR 0.1 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO SOUTH
 NH1051'ON THE GRAVEL ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT
 NH1051'AS DESCRIBED.
 NH1051'
 NH1051'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1051
 NH1051                          STATION RECOVERY (1966)
 NH1051
 NH1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1051'THE STATION AND REFERENCE MARKS WERE NOT FOUND AT THIS TIME.
 NH1051'THE ROAD AT THE STATION SITE HAS BEEN LOWERED ABOUT 12 FEET
 NH1051'AND ALL MARKS EXCEPT THE AZIMUTH MARK SHOULD BE ASSUMED AS
 NH1051'LOST.  THE AZIMUTH MARK WAS FOUND IN FAIR CONDITION AND
 NH1051'LEFT AS SUCH AT THIS TIME.
 NH1051
 NH1051                          STATION RECOVERY (1975)
 NH1051
 NH1051'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (LC)
 NH1051'GRANT 1954 AZ MK-GOOD
 NH1051'
 NH1051'GRANT TRIANGULATION STATION AND R.M. 1 AND 2 NOT FOUND, AREA
 NH1051'APPEARS TO HAVE BEEN GRADED, UNDERGROUND MARK MAY BE IN PLACE.
 NH1051
 NH1051                          STATION RECOVERY (1975)
 NH1051
 NH1051'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (ARS)
 NH1051'ONLY AZIMUTH MARK FOUND - IT IS PROJECTING 18 IN OUT OF GROUND -
 NH1051'MARK IS 12 FT N. OF A DRIVE E. TO HOUSE 1505 NIPPERSINK ROAD.
 NH1051'
 NH1051'STATION AND REF. MKS. ARE DESTROYED.  THE HILL HAS BEEN CUT DOWN
 NH1051'BY HIGHWAY CONSTRUCTION.  AN INVERSE POSITION WAS COMPUTED
 NH1051'AND THE GROUND SURFACE IS ABOUT 15 FT BELOW THE ELEVATION
 NH1051'PUBLISHED BY THE USGS FOR THE MONUMENT (IN 1959).
 NH1051
 NH1051                          STATION RECOVERY (1994)
 NH1051
 NH1051'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0604 ***********************************************************************
 NH0604  DESIGNATION -  GRANT RESET
 NH0604  PID         -  NH0604
 NH0604  STATE/COUNTY-  IL/WINNEBAGO
 NH0604  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0604
 NH0604                         *CURRENT SURVEY CONTROL
 NH0604  ___________________________________________________________________
 NH0604* NAD 83(1997)-  42 11 57.87753(N)    089 04 54.86948(W)     ADJUSTED  
 NH0604* NAVD 88     -       223.961  (meters)     734.78   (feet)  ADJUSTED  
 NH0604  ___________________________________________________________________
 NH0604  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 NH0604  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH0604  DYNAMIC HT  -         223.889 (meters)     734.54  (feet)  COMP
 NH0604  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 NH0604
 NH0604  HORZ ORDER  -  SECOND
 NH0604  VERT ORDER  -  FIRST     CLASS II
 NH0604
 NH0604.The horizontal coordinates were established by classical geodetic methods
 NH0604.and adjusted by the National Geodetic Survey in October 1999..
 NH0604
 NH0604.The orthometric height was determined by differential leveling
 NH0604.and adjusted by the National Geodetic Survey in June 1991..
 NH0604
 NH0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0604
 NH0604.The geoid height was determined by GEOID03.
 NH0604
 NH0604.The dynamic height is computed by dividing the NAVD 88
 NH0604.geopotential number by the normal gravity value computed on the
 NH0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0604.degrees latitude (g = 980.6199 gals.).
 NH0604
 NH0604.The modeled gravity was interpolated from observed gravity values.
 NH0604
 NH0604;                    North         East     Units Scale Factor Converg.
 NH0604;SPC IL W     -   614,800.524   789,587.188   MT  1.00003989   +0 43 43.3
 NH0604;SPC IL W     - 2,017,058.05  2,590,503.97   sFT  1.00003989   +0 43 43.3
 NH0604;SPC IL E     -   614,522.907   238,175.384   MT  1.00002201   -0 30 10.2
 NH0604;SPC IL E     - 2,016,147.24    781,413.74   sFT  1.00002201   -0 30 10.2
 NH0604;UTM  16      - 4,674,015.024   328,116.915   MT  0.99996353   -1 23 55.6
 NH0604
 NH0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0604!SPC IL W     -   0.99997008  x   1.00003989  =   1.00000997
 NH0604!SPC IL E     -   0.99997008  x   1.00002201  =   0.99999209
 NH0604!UTM  16      -   0.99997008  x   0.99996353  =   0.99993361
 NH0604
 NH0604|---------------------------------------------------------------------|
 NH0604| PID    Reference Object                     Distance      Geod. Az  |
 NH0604|                                                           dddmmss.s |
 NH0604| NH0605 GRANT RM                              6.270 METERS 27454     |
 NH0604| NH0889 EDGAR                               APPROX. 1.5 KM 3594141.5 |
 NH0604|---------------------------------------------------------------------|
 NH0604
 NH0604                          SUPERSEDED SURVEY CONTROL
 NH0604
 NH0604  NAD 83(1997)-  42 11 57.87801(N)    089 04 54.87099(W) AD(       ) 2
 NH0604  NAD 83(1986)-  42 11 57.87638(N)    089 04 54.87465(W) AD(       ) 2
 NH0604  NAD 27      -  42 11 57.80080(N)    089 04 54.49110(W) AD(       ) 2
 NH0604  NGVD 29 (??/??/92)  224.012  (m)          734.95   (f) ADJ UNCH    1 2
 NH0604
 NH0604.Superseded values are not recommended for survey control.
 NH0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0604.See file dsdata.txt to determine how the superseded data were derived.
 NH0604
 NH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2811774015(NAD 83)
 NH0604_MARKER: DS = TRIANGULATION STATION DISK
 NH0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0604_STAMPING: GRANT 1920 1954
 NH0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0604+STABILITY: SURFACE MOTION
 NH0604
 NH0604  HISTORY     - Date     Condition        Report By
 NH0604  HISTORY     - 1920     MONUMENTED       CGS
 NH0604  HISTORY     - 1932     GOOD             IL7460
 NH0604  HISTORY     - 1953     MARK NOT FOUND   CGS
 NH0604  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0604  HISTORY     - 1960     GOOD             CGS
 NH0604  HISTORY     - 1960     GOOD             NGS
 NH0604  HISTORY     - 1972     GOOD             ILDT
 NH0604  HISTORY     - 1976     GOOD             NGS
 NH0604  HISTORY     - 19970321 GOOD             USPSQD
 NH0604
 NH0604                          STATION DESCRIPTION
 NH0604
 NH0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0604'STATION IS ABOUT 5 MILES S OF ROCKFORD, ON THE E SIDE OF THE
 NH0604'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 1/2 MILE S OF
 NH0604'CAMP GRANT RAILROAD STATION, 165 YARDS DIRECTLY E OF CAMP
 NH0604'GRANT WATER TOWER, 20 YARDS N OF A BATTERY BOX WHICH IS JUST
 NH0604'S OF THE POINT OF TANGENCY OF THE FIRST CURVE S OF CAMP GRANT
 NH0604'RAILROAD STATION, AND 1.62 METERS (5.32 FEET) E OF THE E AND
 NH0604'NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND REFERENCE MARKS
 NH0604'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0604'THE REFERENCE MARK IS ON THE SAME
 NH0604'SIDE OF THE TRACK, 6.27 METERS (20.57 FEET) FROM THE STATION,
 NH0604'N 85 DEG 05 MIN W.
 NH0604
 NH0604                          STATION RECOVERY (1932)
 NH0604
 NH0604'RECOVERY NOTE BY CITY OF ROCKFORD ILLINOIS 1932
 NH0604'TRIANGULATION STATION GRANT HAS BEEN DUG OUT AND BRONZE TABLET
 NH0604'IS STILL INTACT IN CONCRETE AND IS AT PRESENT LYING ALONG
 NH0604'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD RIGHT-OF-WAY ABOUT
 NH0604'10 FEET FROM ITS LOCATION.
 NH0604'
 NH0604'REFERENCE MARK IS STILL IN ITS ORIGINAL LOCATION AND APPEARS
 NH0604'TO BE ALL RIGHT.
 NH0604'
 NH0604'THIS IS A TRAVERSE STATION.
 NH0604
 NH0604                          STATION RECOVERY (1953)
 NH0604
 NH0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 NH0604'REFERENCE MARK SEARCHED FOR BUT NOT RECOVERED.  CULTURE IN
 NH0604'VICINITY OF STATION HAS COMPLETELY CHANGED.
 NH0604
 NH0604                          STATION RECOVERY (1954)
 NH0604
 NH0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0604'THIS TRAVERSE STATION WAS SEARCHED FOR, AND THE UNDERGROUND
 NH0604'MARK WAS RECOVERED ABOUT 2 FT. BELOW THE SURFACE OF A RAILROAD
 NH0604'FILL.  THE UNDERGROUND MARK WAS LOWERED TO 36 IN. BELOW THE
 NH0604'SURFACE OF THE RAILROAD FILL AND SET IN ITS ORIGINAL POSITION.
 NH0604'A NEW SURFACE MARK WAS CENTERED OVER THIS MARK AND SET FLUSH
 NH0604'WITH THE GROUND.  BOTH DISKS WERE STAMPED GRANT 1920-1954.
 NH0604'
 NH0604'THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 NH0604'
 NH0604'TO REACH FROM THE E ENTRANCE TO ROCKFORD GREATER AIRPORT, GO
 NH0604'W ON AIRPORT ROAD FOR 0.55 MI. TO A CHECKERED WATER TANK JUST
 NH0604'W OF THE RAILROAD TRACKS, TURN LEFT AND GO S FOR 0.6 MI. TO
 NH0604'A SIGN ON A WAREHOUSE CLARE THIEDE SUPPLY CO., TURN LEFT
 NH0604'BETWEEN TWO WAREHOUSES AND GO TO THE TRACKS, BEAR RIGHT FOR
 NH0604'0.05 MI. TO THE STATION ON THE E SIDE OF THE TRACKS, AND
 NH0604'2-1/2 RAIL LENGTHS S OF SIGN NEW MILFORD.
 NH0604'
 NH0604'THE 1920 DESCRIPTION WAS FOUND INADEQUATE EXCEPT AS TO DISTANCE
 NH0604'AND DIRECTION TO REFERENCE MARK WHICH CHECKED.
 NH0604
 NH0604                          STATION RECOVERY (1960)
 NH0604
 NH0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 NH0604'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AND FOUND
 NH0604'TO BE IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARK
 NH0604'CHECKED WITH THE 1920 DESCRIPTION, WHICH IS EAST OF THE STATION.
 NH0604'THE 1920 DESCRIPTION IS IN ERROR BY 180 DEGREES IN AZIMUTH
 NH0604'OF THE REFERENCE MARK, WHICH WAS VERIFIED BY AN INVERSE
 NH0604'COMPUTATION.  THE EAST ENTRANCE TO THE AIRPORT IS NO LONGER
 NH0604'IN EXISTANCE AND A NEW ROUTE TO THE STATION FOLLOWS.
 NH0604'
 NH0604'TO REACH THE STATION FROM THE GREATER ROCKFORD AIRPORT WATER
 NH0604'TANK, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF SAMUELSON
 NH0604'ROAD AND WAREHOUSE ROAD, GO SOUTH ON WAREHOUSE ROAD FOR 0.5
 NH0604'MILE TO A WAREHOUSE BEARING SIGN CLARE THIEDE SUPPLY CO..
 NH0604'TURN LEFT, PASSING BETWEEN TWO WAREHOUSES, AND GO 0.1 MILE TO
 NH0604'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS.  TURN
 NH0604'RIGHT AND GO 0.05 MILE TO THE STATION ON THE LEFT, EAST,
 NH0604'SIDE OF THE TRACKS AND 21 FEET SOUTHWEST OF THE SECOND
 NH0604'POWERLINE POLE SOUTH OF SIGN NEW MILFORD.
 NH0604
 NH0604                          STATION RECOVERY (1960)
 NH0604
 NH0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0604'2.5 MI S FROM ROCKFORD.
 NH0604'ABOUT 2.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0604'RAILROAD FROM THE CROSSING OF KISHWAUKEE STREET AT ROCKFORD,
 NH0604'0.35 MILE SOUTH OF MILEPOST 19, 240 YARDS SOUTH OF THE CROSSING
 NH0604'OF A SMALL ROAD, IN S-14, R-1E, T-43 N, 0.6 MILE SOUTH OF THE
 NH0604'CROSSING OF SAMUELSON ROAD, 5.3 FEET EAST OF THE EAST RAIL AND
 NH0604'ON THE OUTSIDE OF A CURVE, 73 YARDS SOUTH OF NEW MILFORD SIGN,
 NH0604'20.6 FEET WEST OF R M GRANT, DESCRIBED, 24.3 FEET SOUTHWEST OF
 NH0604'THE FIFTH POLE SOUTH OF SMALL ROAD CROSSING, IN LINE WITH THE
 NH0604'EAST RAIL TO THE NORTH, 400 YARDS EAST-NORTHEAST OF ROCKFORD
 NH0604'AIRPORT CONTROL TOWER, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 NH0604'AND SET IN TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF
 NH0604'THE GROUND.
 NH0604
 NH0604                          STATION RECOVERY (1972)
 NH0604
 NH0604'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RL)
 NH0604'GRANT 1920, 1954-GOOD
 NH0604'
 NH0604'GRANT 1920-REF. GOOD
 NH0604'
 NH0604'RECOVERED AS DESCRIBED IN 1960.
 NH0604
 NH0604                          STATION RECOVERY (1976)
 NH0604
 NH0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (PDC)
 NH0604'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED AND
 NH0604'IN GOOD CONDITION.
 NH0604'
 NH0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 NH0604'ROCKFORD.
 NH0604
 NH0604                          STATION RECOVERY (1997)
 NH0604
 NH0604'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0605 ***********************************************************************
 NH0605  DESIGNATION -  GRANT RM
 NH0605  PID         -  NH0605
 NH0605  STATE/COUNTY-  IL/WINNEBAGO
 NH0605  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0605
 NH0605                         *CURRENT SURVEY CONTROL
 NH0605  ___________________________________________________________________
 NH0605* NAD 83(1986)-  42 11 57.     (N)    089 04 54.     (W)     SCALED    
 NH0605* NAVD 88     -       223.597  (meters)     733.58   (feet)  ADJUSTED  
 NH0605  ___________________________________________________________________
 NH0605  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH0605  DYNAMIC HT  -         223.525 (meters)     733.35  (feet)  COMP
 NH0605  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 NH0605
 NH0605  VERT ORDER  -  FIRST     CLASS II
 NH0605
 NH0605.The horizontal coordinates were scaled from a topographic map and have
 NH0605.an estimated accuracy of +/- 6 seconds.
 NH0605
 NH0605.The orthometric height was determined by differential leveling
 NH0605.and adjusted by the National Geodetic Survey in June 1991..
 NH0605
 NH0605.The geoid height was determined by GEOID03.
 NH0605
 NH0605.The dynamic height is computed by dividing the NAVD 88
 NH0605.geopotential number by the normal gravity value computed on the
 NH0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0605.degrees latitude (g = 980.6199 gals.).
 NH0605
 NH0605.The modeled gravity was interpolated from observed gravity values.
 NH0605
 NH0605;                    North         East    Units  Estimated Accuracy
 NH0605;SPC IL W     -   614,770.      789,610.      MT  (+/- 180 meters Scaled)
 NH0605
 NH0605                          SUPERSEDED SURVEY CONTROL
 NH0605
 NH0605  NGVD 29 (??/??/92)  223.649  (m)          733.76   (f) ADJ UNCH    1 2
 NH0605
 NH0605.Superseded values are not recommended for survey control.
 NH0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0605.See file dsdata.txt to determine how the superseded data were derived.
 NH0605
 NH0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM281739(NAD 83)
 NH0605_MARKER: DR = REFERENCE MARK DISK
 NH0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0605_STAMPING: ELEV 733.755 GRANT 1920
 NH0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0605+STABILITY: SURFACE MOTION
 NH0605
 NH0605  HISTORY     - Date     Condition        Report By
 NH0605  HISTORY     - 1920     MONUMENTED       CGS
 NH0605  HISTORY     - 1960     GOOD             NGS
 NH0605  HISTORY     - 19970321 GOOD             USPSQD
 NH0605
 NH0605                          STATION DESCRIPTION
 NH0605
 NH0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0605'2.5 MI S FROM ROCKFORD.
 NH0605'ABOUT 2.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0605'RAILROAD FROM THE CROSSING OF KISHWAUKEE STREET AT ROCKFORD,
 NH0605'0.35 MILE SOUTH OF MILEPOST 19, IN S-14, R-1E, T-43N, 240 YARDS
 NH0605'SOUTH OF THE CROSSING OF A SMALL ROAD, 73 YARDS SOUTH-SOUTHEAST
 NH0605'OF NEW MILFORD SIGN, 26 FEET EAST OF THE EAST RAIL AND ON THE
 NH0605'OUTSIDE OF A CURVE, 20.6 FEET EAST OF TRIANGULATION-STATION
 NH0605'GRANT, DESCRIBED, 15 FEET SOUTH OF THE FIFTH TELEPHONE POLE
 NH0605'SOUTH OF SMALL ROAD CROSSING, ABOUT 2 FEET BELOW THE LEVEL OF
 NH0605'THE TRACK, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 NH0605'GROUND.
 NH0605
 NH0605                          STATION RECOVERY (1997)
 NH0605
 NH0605'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2617 ***********************************************************************
 ME2617  DESIGNATION -  GRANT USLS 1879
 ME2617  PID         -  ME2617
 ME2617  STATE/COUNTY-  IL/KANKAKEE
 ME2617  USGS QUAD   -  MOMENCE (1973)
 ME2617
 ME2617                         *CURRENT SURVEY CONTROL
 ME2617  ___________________________________________________________________
 ME2617* NAD 83(1997)-  41 14 49.98931(N)    087 38 49.01877(W)     ADJUSTED  
 ME2617* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 ME2617  ___________________________________________________________________
 ME2617  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 ME2617  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 ME2617
 ME2617  HORZ ORDER  -  FIRST
 ME2617
 ME2617.The horizontal coordinates were established by classical geodetic methods
 ME2617.and adjusted by the National Geodetic Survey in October 1999..
 ME2617
 ME2617.The orthometric height was scaled from a topographic map.
 ME2617
 ME2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2617
 ME2617.The geoid height was determined by GEOID03.
 ME2617
 ME2617;                    North         East     Units Scale Factor Converg.
 ME2617;SPC IL E     -   508,723.572   357,531.446   MT  1.00001572   +0 27 09.2
 ME2617;SPC IL E     - 1,669,037.25  1,173,001.09   sFT  1.00001572   +0 27 09.2
 ME2617;SPC IN W     -   666,165.731   852,759.135   MT  0.99999412   -0 22 17.8
 ME2617;SPC IN W     - 2,185,578.74  2,797,760.60   sFT  0.99999412   -0 22 17.8
 ME2617;UTM  16      - 4,566,403.108   445,794.197   MT  0.99963616   -0 25 35.6
 ME2617
 ME2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2617!SPC IL E     -   0.99997119  x   1.00001572  =   0.99998691
 ME2617!SPC IN W     -   0.99997119  x   0.99999412  =   0.99996531
 ME2617!UTM  16      -   0.99997119  x   0.99963616  =   0.99960736
 ME2617
 ME2617                          SUPERSEDED SURVEY CONTROL
 ME2617
 ME2617  NAD 83(1997)-  41 14 49.98946(N)    087 38 49.01900(W) AD(       ) 1
 ME2617  NAD 83(1986)-  41 14 49.99400(N)    087 38 49.02572(W) AD(       ) 1
 ME2617  NAD 27      -  41 14 49.86340(N)    087 38 48.88700(W) AD(       ) 1
 ME2617
 ME2617.Superseded values are not recommended for survey control.
 ME2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2617.See file dsdata.txt to determine how the superseded data were derived.
 ME2617
 ME2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4579466403(NAD 83)
 ME2617_MARKER: V = STONE MONUMENT
 ME2617_SETTING: 0 = UNSPECIFIED SETTING
 ME2617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2617
 ME2617  HISTORY     - Date     Condition        Report By
 ME2617  HISTORY     - 1879     MONUMENTED       USLS
 ME2617  HISTORY     - 1946     MARK NOT FOUND   CGS
 ME2617  HISTORY     - 1952     MARK NOT FOUND   CGS
 ME2617  HISTORY     - 1953     MARK NOT FOUND   CGS
 ME2617
 ME2617                          STATION DESCRIPTION
 ME2617
 ME2617'DESCRIBED BY US LAKE SURVEY 1879
 ME2617'THIS STATION IS SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHEAST
 ME2617'QUARTER OF SEC.
 ME2617'19, T. 32 N., R. 11 W., YELLOWHEAD TOWNSHIP,
 ME2617'KANKAKEE COUNTY, ILLINOIS, ABOUT
 ME2617'400 METERS NORTH OF GRANT
 ME2617'RAILWAY STATION ON THE CHICAGO AND EASTERN ILLINOIS
 ME2617'RAILROAD.
 ME2617'THE HEIGHT OF STATION USED WAS 50 FEET.  THE GEODETIC POINT IS
 ME2617'MARKED BY A STONE
 ME2617'POST OF THE USUAL FORM, SET 3 FEET BELOW
 ME2617'THE SURFACE, WITH A STONE POST SET
 ME2617'DIRECTLY OVER IT AS A SURFACE
 ME2617'MARK.  THREE STONE REFERENCE-POSTS WERE SET AS
 ME2617'FOLLOWS-
 ME2617'TWO ON THE WEST SIDE OF THE ROAD JUST EAST OF THE STATION, ONE
 ME2617'BEARING NORTH
 ME2617'60 DEG 38 MIN EAST, DISTANT 206.28 METERS, AND ONE
 ME2617'BEARING SOUTH 62 DEG 15 MIN
 ME2617'EAST, DISTANT 205.0 METERS, AND ONE ON
 ME2617'THE EAST SIDE OF THE SAME ROAD BEARING SOUTH
 ME2617'86 DEG 19 MIN EAST, AND
 ME2617'DISTANT 199.84 METERS FROM THE GEODETIC POINT.  THE NORTHEAST
 ME2617'CORNER OF
 ME2617'SECTION 20 BEARS NORTH 73 DEG 17 MIN EAST, AND IS DISTANT
 ME2617'1853 METERS FROM THE
 ME2617'GEODITIC POINT.  THE HEIGHT OF GROUND AT
 ME2617'THE STATION ABOVE MEAN LEVEL OF LAKE
 ME2617'MICHIGAN IS 134.0 FEET.
 ME2617
 ME2617                          STATION RECOVERY (1946)
 ME2617
 ME2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 ME2617'AN EXTENDED SEARCH WAS MADE FOR
 ME2617'THIS STATION.  THE
 ME2617'SOIL WAS DUG OUT AT THE SITE OF THE STATION
 ME2617'AND EVIDENCE OF PREVIOUS DIGGING WAS
 ME2617'FOUND BUT THE SUB-MARK WAS
 ME2617'NOT FOUND.  TWO OF THE ORIGINAL STONE POST REFERENCE
 ME2617'MARKS WERE
 ME2617'FOUND AND DISTANCES CHECKED TO THE STATION SITE.  THE STATION IS
 ME2617'PROBABLY LOST.
 ME2617
 ME2617                          STATION RECOVERY (1952)
 ME2617
 ME2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2617'A NEW STATION GRANT WAS ESTABLISHED BY THIS PARTY.  THE DISTANCE AND
 ME2617'DIRECTION WAS COMPUTED AND A
 ME2617'THOROUGH SEARCH WAS MADE FOR THE ORIGINAL STATION, BUT IT COULD NOT
 ME2617'BE FOUND AND SHOULD BE CONSIDERED
 ME2617'LOST.
 ME2617
 ME2617                          STATION RECOVERY (1953)
 ME2617
 ME2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DDA)
 ME2617'THE STATION COULD NOT BE FOUND NOR COULD ANY OF THE REFERENCE-POSTS.
 ME2617'(IT IS BELIEVED TO
 ME2617'HAVE BEEN DESTROYED.)
 ME2617'
 ME2617'THE NEW STATION JUST NORTH OF GRANT PARK WAS FOUND IN GOOD
 ME2617'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2092 ***********************************************************************
 LC2092  DESIGNATION -  GRANVILLE IRS 1903
 LC2092  PID         -  LC2092
 LC2092  STATE/COUNTY-  IL/MARSHALL
 LC2092  USGS QUAD   -  CHILLICOTHE (1972)
 LC2092
 LC2092                         *CURRENT SURVEY CONTROL
 LC2092  ___________________________________________________________________
 LC2092* NAD 83(1986)-  40 59 17.     (N)    089 26 36.     (W)     SCALED    
 LC2092* NAVD 88     -       135.41   (+/-2cm)     444.3    (feet)  VERTCON   
 LC2092  ___________________________________________________________________
 LC2092  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LC2092
 LC2092  VERT ORDER  -  THIRD ? (See Below)
 LC2092
 LC2092.The horizontal coordinates were scaled from a topographic map and have
 LC2092.an estimated accuracy of +/- 6 seconds.
 LC2092
 LC2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC2092.The vertical order pertains to the NGVD 29 superseded value.
 LC2092
 LC2092.The geoid height was determined by GEOID03.
 LC2092
 LC2092;                    North         East    Units  Estimated Accuracy
 LC2092;SPC IL W     -   479,950.      760,870.      MT  (+/- 180 meters Scaled)
 LC2092
 LC2092                          SUPERSEDED SURVEY CONTROL
 LC2092
 LC2092  NGVD 29 (07/19/86)  135.48   (m)          444.5    (f) LEVELING    3  
 LC2092
 LC2092.Superseded values are not recommended for survey control.
 LC2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2092.See file dsdata.txt to determine how the superseded data were derived.
 LC2092
 LC2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL944403(NAD 83)
 LC2092_MARKER: Z = SEE DESCRIPTION
 LC2092_SETTING: 0 = UNSPECIFIED SETTING
 LC2092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC2092
 LC2092  HISTORY     - Date     Condition        Report By
 LC2092  HISTORY     - 1903     MONUMENTED       IRC
 LC2092  HISTORY     - 1971     SEE DESCRIPTION  USGS
 LC2092  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 LC2092
 LC2092                          STATION DESCRIPTION
 LC2092
 LC2092'DESCRIBED BY ILLINOIS RIVER COMMISSION 1903
 LC2092'STATION IS MARKED BY STONE AND PIPE, ON THE E AND W SECTION
 LC2092'LINE BETWEEN SECTIONS 26 AND 35, T 12 N, R 9 E, STEUBEN TOWNSHIP,
 LC2092'ON LAND OWNED BY CHICAGO AND BUREAU VALLEY COAL COMPANY, WITH
 LC2092'JASPER WEINBERGER LIVING ON THE PROPERTY AS A TENANT.  SITUATED
 LC2092'500 FEET N OF ABANDONED STEAMBOAT LANDING CALLED GRANVILLE
 LC2092'LANDING, AND 200 FEET W OF THE SHORE LINE OF THE ILLINOIS
 LC2092'RIVER AT E EDGE OF FIELD.  A TOWER 15 FEET HIGH WAS BUILT
 LC2092'OVER THIS POINT.
 LC2092
 LC2092                          STATION RECOVERY (1971)
 LC2092
 LC2092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JHR)
 LC2092'SEARCHED FOR BUT NOT FOUND.  MAY BE SILTED OVER.
 LC2092
 LC2092                          STATION RECOVERY (1998)
 LC2092
 LC2092'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1674 ***********************************************************************
 HB1674  DESIGNATION -  GRASSY LAKE
 HB1674  PID         -  HB1674
 HB1674  STATE/COUNTY-  IL/WILLIAMSON
 HB1674  USGS QUAD   -  LICK CREEK (1996)
 HB1674
 HB1674                         *CURRENT SURVEY CONTROL
 HB1674  ___________________________________________________________________
 HB1674* NAD 83(1997)-  37 36 38.56561(N)    089 06 31.59712(W)     ADJUSTED  
 HB1674* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 HB1674  ___________________________________________________________________
 HB1674  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 HB1674  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HB1674
 HB1674  HORZ ORDER  -  THIRD
 HB1674
 HB1674.The horizontal coordinates were established by classical geodetic methods
 HB1674.and adjusted by the National Geodetic Survey in October 1999..
 HB1674
 HB1674.The orthometric height was scaled from a topographic map.
 HB1674
 HB1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1674
 HB1674.The geoid height was determined by GEOID03.
 HB1674
 HB1674;                    North         East     Units Scale Factor Converg.
 HB1674;SPC IL E     -   105,050.610   231,533.591   MT  1.00003272   -0 28 23.8
 HB1674;SPC IL E     -   344,653.54    759,623.12   sFT  1.00003272   -0 28 23.8
 HB1674;SPC IL W     -   105,290.571   793,401.951   MT  1.00004859   +0 38 44.4
 HB1674;SPC IL W     -   345,440.82  2,603,019.57   sFT  1.00004859   +0 38 44.4
 HB1674;UTM  16      - 4,164,715.170   313,869.773   MT  1.00002674   -1 17 14.4
 HB1674
 HB1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1674!SPC IL E     -   0.99997331  x   1.00003272  =   1.00000603
 HB1674!SPC IL W     -   0.99997331  x   1.00004859  =   1.00002190
 HB1674!UTM  16      -   0.99997331  x   1.00002674  =   1.00000005
 HB1674
 HB1674|---------------------------------------------------------------------|
 HB1674| PID    Reference Object                     Distance      Geod. Az  |
 HB1674|                                                           dddmmss.s |
 HB1674| CI3729 GRASSY LAKE RM 1                     17.780 METERS 04211     |
 HB1674| CI3730 GRASSY LAKE RM 2                     12.304 METERS 13143     |
 HB1674| CI3728 GRASSY LAKE AZ MK                                  3181246.7 |
 HB1674|---------------------------------------------------------------------|
 HB1674
 HB1674                          SUPERSEDED SURVEY CONTROL
 HB1674
 HB1674  NAD 83(1997)-  37 36 38.57375(N)    089 06 31.59710(W) AD(       ) 3
 HB1674  NAD 83(1986)-  37 36 38.57542(N)    089 06 31.59939(W) AD(       ) 3
 HB1674  NAD 27      -  37 36 38.39657(N)    089 06 31.31874(W) AD(       ) 3
 HB1674
 HB1674.Superseded values are not recommended for survey control.
 HB1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1674.See file dsdata.txt to determine how the superseded data were derived.
 HB1674
 HB1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1387064715(NAD 83)
 HB1674_MARKER: DS = TRIANGULATION STATION DISK
 HB1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1674
 HB1674  HISTORY     - Date     Condition        Report By
 HB1674  HISTORY     - 1961     MONUMENTED       CGS
 HB1674
 HB1674                          STATION DESCRIPTION
 HB1674
 HB1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1674'THE STATION IS ABOUT 10 MILES SOUTHEAST OF CARBONDALE, ABOUT 13 MILES
 HB1674'SOUTHWEST OF MARION AND ON GOVERNMENT OWNED PROPERTY.  IT IS
 HB1674'59 FEET WEST OF A FENCE LINE, 33 FEET WEST OF THE CENTERLINE OF A
 HB1674'GRAVELED ROAD AND 5 FEET SOUTH OF A WITNESS POST.  THE MONUMENT
 HB1674'PROJECTS 4 INCHES AND THE DISK IS STAMPED GRASSY LAKE 1961.
 HB1674'
 HB1674'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND WEST
 HB1674'MAIN STREET IN THE WEST EDGE OF MARION, GO SOUTH ON HIGHWAY 37 FOR
 HB1674'5.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A PAVED
 HB1674'ROAD FOR 1.95 MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD WEST ON
 HB1674'THE PAVED ROAD FOR 6.1 MILES TO A T-ROAD.  TURN LEFT AND GO
 HB1674'SOUTHWESTERLY ON A GRAVELED ROAD FOR 1.55 MILES TO A Y-FORK.  KEEP
 HB1674'LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 1.7 MILES TO A SIDE ROAD
 HB1674'RIGHT, SIGN I.0.0.F. AND REBEKAHS YOUTH CAMP TO THE RIGHT AND A
 HB1674'CEMETERY ON THE LEFT.  CONTINUE AHEAD SOUTHERLY FOR 0.25 MILE TO A
 HB1674'SIDE ROAD RIGHT AND TO WHERE MAIN ROAD CURVES LEFT.  KEEP LEFT AND GO
 HB1674'SOUTHEAST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AND THE ROAD
 HB1674'CURVE TO THE RIGHT.  CONTINUE SOUTHERLY FOR 0.2 MILE TO THE STATION
 HB1674'ON THE RIGHT.
 HB1674'
 HB1674'REFERENCE MARK 1 IS 59 FEET EAST OF THE WITNESS POST, 24 FEET EAST OF
 HB1674'THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT WEST OF THE FENCE.
 HB1674'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GRASSY LAKE
 HB1674'NO. 1 1961.
 HB1674'
 HB1674'REFERENCE MARK 2 IS 56 FEET WEST OF THE FENCE, 45 FEET SOUTH OF THE
 HB1674'WITNESS POST AND 31 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 HB1674'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED GRASSY
 HB1674'LAKE NO. 2 1961.
 HB1674'
 HB1674'THE AZIMUTH MARK IS 57 FEET NORTHEAST OF THE CENTERLINE OF THE CURVE
 HB1674'IN THE GRAVELED ROAD, 2 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH
 HB1674'OF A FENCE.  THE MOUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HB1674'GRASSY LAKE 1961.
 HB1674'
 HB1674'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0268 ***********************************************************************
 LC0268  DESIGNATION -  GRAY
 LC0268  PID         -  LC0268
 LC0268  STATE/COUNTY-  IL/CHAMPAIGN
 LC0268  USGS QUAD   -  RANTOUL (1984)
 LC0268
 LC0268                         *CURRENT SURVEY CONTROL
 LC0268  ___________________________________________________________________
 LC0268* NAD 83(1997)-  40 17 49.73646(N)    088 11 32.19939(W)     ADJUSTED  
 LC0268* NAVD 88     -       233.141  (meters)     764.90   (feet)  ADJUSTED  
 LC0268  ___________________________________________________________________
 LC0268  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 LC0268  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC0268  DYNAMIC HT  -         233.024 (meters)     764.51  (feet)  COMP
 LC0268  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 LC0268
 LC0268  HORZ ORDER  -  SECOND
 LC0268  VERT ORDER  -  SECOND    CLASS 0
 LC0268
 LC0268.The horizontal coordinates were established by classical geodetic methods
 LC0268.and adjusted by the National Geodetic Survey in October 1999..
 LC0268
 LC0268.The orthometric height was determined by differential leveling
 LC0268.and adjusted by the National Geodetic Survey in June 1991..
 LC0268
 LC0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0268
 LC0268.The geoid height was determined by GEOID03.
 LC0268
 LC0268.The dynamic height is computed by dividing the NAVD 88
 LC0268.geopotential number by the normal gravity value computed on the
 LC0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0268.degrees latitude (g = 980.6199 gals.).
 LC0268
 LC0268.The modeled gravity was interpolated from observed gravity values.
 LC0268
 LC0268;                    North         East     Units Scale Factor Converg.
 LC0268;SPC IL E     -   403,003.716   311,992.620   MT  0.99997677   +0 05 28.4
 LC0268;SPC IL E     - 1,322,188.02  1,023,595.79   sFT  0.99997677   +0 05 28.4
 LC0268;UTM  16      - 4,461,420.631   398,668.848   MT  0.99972640   -0 46 16.2
 LC0268
 LC0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0268!SPC IL E     -   0.99996848  x   0.99997677  =   0.99994526
 LC0268!UTM  16      -   0.99996848  x   0.99972640  =   0.99969489
 LC0268
 LC0268:                Primary Azimuth Mark                     Grid Az
 LC0268:SPC IL E     -  RANTOUL NEW MUNICIPAL TANK               056 16 11.6
 LC0268:UTM  16      -  RANTOUL NEW MUNICIPAL TANK               057 07 56.2
 LC0268
 LC0268|---------------------------------------------------------------------|
 LC0268| PID    Reference Object                     Distance      Geod. Az  |
 LC0268|                                                           dddmmss.s |
 LC0268| LC1732 RANTOUL NEW MUNICIPAL TANK          APPROX. 3.4 KM 0562140.0 |
 LC0268| LC1728 RANTOUL MUNICIPAL STANDPIPE         APPROX. 3.2 KM 0583249.0 |
 LC0268| LC1727 RANTOUL MUNICIPAL TANK              APPROX. 5.1 KM 0662608.1 |
 LC0268| LC1730 RANTOUL CHANUTE AFB S TK OF 2       APPROX. 2.9 KM 0782435.4 |
 LC0268| CI7473 GRAY AZ MK                                         0884838.0 |
 LC0268| LC0267 GRAY RM 2                            12.956 METERS 08900     |
 LC0268| LC1731 RNG RANTOUL RADIO RAN               APPROX. 4.6 KM 1833309.4 |
 LC0268| LC0269 GRAY RM 1                            12.841 METERS 35701     |
 LC0268|---------------------------------------------------------------------|
 LC0268
 LC0268                          SUPERSEDED SURVEY CONTROL
 LC0268
 LC0268  NAD 83(1997)-  40 17 49.73656(N)    088 11 32.19909(W) AD(       ) 2
 LC0268  NAD 83(1986)-  40 17 49.74386(N)    088 11 32.19660(W) AD(       ) 2
 LC0268  NAD 27      -  40 17 49.62440(N)    088 11 32.02380(W) AD(       ) 2
 LC0268  NGVD 29 (??/??/92)  233.185  (m)          765.04   (f) ADJ UNCH    2 0
 LC0268
 LC0268.Superseded values are not recommended for survey control.
 LC0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0268.See file dsdata.txt to determine how the superseded data were derived.
 LC0268
 LC0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9866961421(NAD 83)
 LC0268_MARKER: DS = TRIANGULATION STATION DISK
 LC0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0268_STAMPING: GRAY 1959
 LC0268_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0268+STABILITY: SURFACE MOTION
 LC0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0268+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 LC0268
 LC0268  HISTORY     - Date     Condition        Report By
 LC0268  HISTORY     - 1959     MONUMENTED       CGS
 LC0268  HISTORY     - 1959     GOOD             CGS
 LC0268  HISTORY     - 1969     GOOD             CGS
 LC0268  HISTORY     - 1969     GOOD             NGS
 LC0268  HISTORY     - 1973     GOOD             ILDT
 LC0268  HISTORY     - 1979     GOOD             NGS
 LC0268  HISTORY     - 19980406 GOOD             BCA
 LC0268  HISTORY     - 20051207 GOOD             ILDT
 LC0268
 LC0268                          STATION DESCRIPTION
 LC0268
 LC0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0268'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF THOMASBORO
 LC0268'AND ABOUT 2 MILES SOUTHWEST OF RANTOUL.
 LC0268'
 LC0268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45
 LC0268'AND U.S. HIGHWAY 136 IN RANTOUL, GO WEST ON U.S. HIGHWAY
 LC0268'136 FOR 1 MILE TO A CROSSROAD AND A DRIVE-IN THEATER IN THE
 LC0268'SOUTHWEST ANGLE OF THE INTERSECTION, TURN LEFT, SOUTH, ON
 LC0268'DIRT ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON
 LC0268'DIRT ROAD AND GO WEST FOR 0.9 MILE TO THE STATION ON THE LEFT
 LC0268'AT A POWER POLE WITH A TRIANGLE BLAZE.
 LC0268'
 LC0268'STATION MARK, A STANDARD DISK STAMPED GRAY 1959, IS SET IN A 12
 LC0268'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LC0268'OF THE GROUND.  THE MARK IS 25 FEET SOUTH OF THE APPROXIMATE
 LC0268'CENTER OF THE DIRT ROAD, 3 FEET EAST OF POWER POLE NO. 20
 LC0268'WHICH HAS A TRIANGLE BLAZE AND 1.4 FEET EAST OF A WITNESS
 LC0268'POST.
 LC0268'
 LC0268'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED GRAY NO
 LC0268'1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS
 LC0268'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 63 FEET
 LC0268'WEST OF A TELEPHONE POLE, 42 FEET WEST OF POWER POLE NO. 20
 LC0268'WHICH HAS A TRIANGLE BLAZE AND 16 FEET NORTH OF THE APPROXIMATE
 LC0268'CENTER OF THE DIRT ROAD.
 LC0268'
 LC0268'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED GRAY NO
 LC0268'2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS
 LC0268'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 47 FEET
 LC0268'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 45.5 FEET EAST OF
 LC0268'POWER POLE NO. 20 WHICH HAS A TRIANGLE BLAZE AND 24.5 FEET
 LC0268'SOUTH OF THE APPROXIMATE CENTER OF THE DIRT ROAD.
 LC0268'
 LC0268'NOTE--NO AZIMUTH MARK SET TO THIS STATION, RANTOUL, MUNICIPAL
 LC0268'STANDPIPE MAY BE USED AS AN AZIMUTH.
 LC0268
 LC0268                          STATION RECOVERY (1959)
 LC0268
 LC0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0268'2.8 MI SW FROM RANTOUL.
 LC0268'ABOUT 1.95 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0268'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 0.8 MILES SOUTH ALONG A
 LC0268'GRAVEL ROAD, THENCE 0.05 MILES EAST ALONG A GRAVEL ROAD, ABOUT
 LC0268'0.1 MILE WEST OF A HOUSE SOUTH OF THE ROAD, 25 FEET SOUTH OF THE
 LC0268'CENTER LINE OF THE ROAD, 3 1/2 FEET EAST OF THE THIRD POWER
 LC0268'POLE EAST OF A CROSS ROAD, 1.4 FEET NORTHEAST OF A METAL WITNESS
 LC0268'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0268'POST PROJECTING 1 INCH.  NOTE-- THE REFERENCE POINTS HAVE CHANGED
 LC0268'AND NEW REFERENCE MEASUREMENTS FOLLOWS, 98 FEET EAST OF POWER
 LC0268'POLE 49, 99 FEET SOUTHEAST OF AN UNDERGROUND CABLE WARNING BOX,
 LC0268'24 FEET SOUTH OF THE CENTERLINE OF OILED ROAD, 452 FEET EAST OF
 LC0268'THE CENTERLINE OF A NORTH-SOUTH OILED ROAD, 1 FOOT WEST OF A
 LC0268'METAL WITNESS POST AND 6 INCHES UNDERGROUND.
 LC0268
 LC0268                          STATION RECOVERY (1969)
 LC0268
 LC0268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LC0268'AFTER A LONG SEARCH THE STATION MARK AND REFERENCE MARKS WERE
 LC0268'FOUND IN GOOD CONDITION.  THE ROAD IS THE ONLY REFERENCE
 LC0268'MEASUREMENT THAT REMAINS AFTER POWER AND TELEPHONE POLES
 LC0268'WERE REMOVED.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 LC0268'MARKS CHECKED.  THIS STATION WAS OCCUPIED FOR ADDITIONAL
 LC0268'AZIMUTH OBJECTS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LC0268'
 LC0268'STATION MARK IS LOCATED ABOUT 4 MILES NORTH OF THOMASBORO,
 LC0268'98 FEET EAST OF POWER POLE 49, 99 FEET SOUTHEAST OF AN UNDERGROUND
 LC0268'CABLE WARNING BOX, 24 FEET SOUTH OF THE CENTERLINE OF AN
 LC0268'OILED ROAD, 452 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 LC0268'OILED ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 LC0268'MONUMENT IS 6 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LC0268'GRAY 1959.
 LC0268'
 LC0268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 LC0268'45 AND 136 IN RANTOUL, GO WEST ON HIGHWAY 136 FOR 1.0 MILE
 LC0268'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON PAVED ROAD FOR
 LC0268'0.85 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 LC0268'THE OILED ROAD FOR 0.9 MILE TO THE STATION ON THE LEFT.
 LC0268'
 LC0268'REFERENCE MARK 1 IS 19 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LC0268'89 FEET EAST OF THE CABLE BOX, 104 FEET NORTHEAST OF THE
 LC0268'POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 LC0268'MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LC0268'GRAY NO 1 1959.
 LC0268'
 LC0268'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF THE
 LC0268'ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT
 LC0268'IS 3 INCHES UNDERGROUND AND THE DISK IS STAMPED GRAY NO
 LC0268'2 1959.
 LC0268'
 LC0268'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC0268'
 LC0268'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 LC0268'MILES SOUTHWEST OF RANTOUL
 LC0268
 LC0268                          STATION RECOVERY (1969)
 LC0268
 LC0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0268'RECOVERED IN GOOD CONDITION.
 LC0268
 LC0268                          STATION RECOVERY (1973)
 LC0268
 LC0268'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 (GDM)
 LC0268'GRAY NO 2 1959 RECOVERED GOOD.
 LC0268'
 LC0268'GRAY 1959 RECOVERED GOOD.
 LC0268'
 LC0268'GRAY NO 1 1959 RECOVERED GOOD.
 LC0268'
 LC0268'DISTANCE AND DIRECTION FROM NEAREST TOWN--7.8 MI SW OF RANTOUL.
 LC0268
 LC0268                          STATION RECOVERY (1979)
 LC0268
 LC0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0268'AFTER A LONG SEARCH THE STATION MARK, RM 1 AND 2 WERE FOUND.  ALL
 LC0268'MARKS ARE NOW UNDERGROUND.  AN AZIMUTH MARK WAS ESTABLISHED BY
 LC0268'DIRECTIONS TAKEN TO WATER TANKS AT CHANUTE AFB.
 LC0268'
 LC0268'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.  THE ANGLE
 LC0268'BETWEEN THE WATER TANKS CHECKED BY 09.1 SECONDS.
 LC0268'
 LC0268'THE 1969 TO REACH AND DESCRIPTION ARE ADEQUATE WITH THE ADDITION OF
 LC0268'A METAL POST SET AT EACH MARK AND THE AZIMUTH MARK SET.
 LC0268'
 LC0268'THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN LOWER STEP OF
 LC0268'CONCRETE ABUTMENT OF OVERPASS OF INTERSTATE HIGHWAY 57, AT THE NORTH
 LC0268'END, 16 FT N OF CENTER LINE OF ROAD.
 LC0268'
 LC0268'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON THE ROAD 0.4
 LC0268'MILE TO THE MARK ON LEFT AS DESCRIBED.
 LC0268'
 LC0268'A METAL WITNESS POST WAS SET 1 FT W OF THE STATION.
 LC0268
 LC0268                          STATION RECOVERY (1998)
 LC0268
 LC0268'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LC0268'STATION MARK, RM1, RM 2, AND AZIMUTH MARK WERE ALL FOUND IN GOOD
 LC0268'CONDITION
 LC0268
 LC0268                          STATION RECOVERY (2005)
 LC0268
 LC0268'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0268'GRAY RM1, GRAY RM2= FOUND GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0707 ***********************************************************************
 JB0707  DESIGNATION -  GRAY
 JB0707  PID         -  JB0707
 JB0707  STATE/COUNTY-  IL/MARION
 JB0707  USGS QUAD   -  KINMUNDY (1985)
 JB0707
 JB0707                         *CURRENT SURVEY CONTROL
 JB0707  ___________________________________________________________________
 JB0707* NAD 83(1997)-  38 48 06.45537(N)    088 50 34.70993(W)     ADJUSTED  
 JB0707* NAVD 88     -       173.377  (meters)     568.82   (feet)  ADJUSTED  
 JB0707  ___________________________________________________________________
 JB0707  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 JB0707  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JB0707  DYNAMIC HT  -         173.267 (meters)     568.46  (feet)  COMP
 JB0707  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JB0707
 JB0707  HORZ ORDER  -  SECOND
 JB0707  VERT ORDER  -  SECOND    CLASS 0
 JB0707
 JB0707.The horizontal coordinates were established by classical geodetic methods
 JB0707.and adjusted by the National Geodetic Survey in October 1999..
 JB0707
 JB0707.The orthometric height was determined by differential leveling
 JB0707.and adjusted by the National Geodetic Survey in June 1991..
 JB0707
 JB0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0707
 JB0707.The geoid height was determined by GEOID03.
 JB0707
 JB0707.The dynamic height is computed by dividing the NAVD 88
 JB0707.geopotential number by the normal gravity value computed on the
 JB0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0707.degrees latitude (g = 980.6199 gals.).
 JB0707
 JB0707.The modeled gravity was interpolated from observed gravity values.
 JB0707
 JB0707;                    North         East     Units Scale Factor Converg.
 JB0707;SPC IL E     -   237,098.319   255,729.649   MT  0.99999912   -0 19 09.7
 JB0707;SPC IL E     -   777,880.07    839,006.36   sFT  0.99999912   -0 19 09.7
 JB0707;UTM  16      - 4,296,394.901   339,963.292   MT  0.99991539   -1 09 18.4
 JB0707
 JB0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0707!SPC IL E     -   0.99997773  x   0.99999912  =   0.99997685
 JB0707!UTM  16      -   0.99997773  x   0.99991539  =   0.99989312
 JB0707
 JB0707:                Primary Azimuth Mark                     Grid Az
 JB0707:SPC IL E     -  GRAY AZ MK                               104 08 23.3
 JB0707:UTM  16      -  GRAY AZ MK                               104 58 32.0
 JB0707
 JB0707|---------------------------------------------------------------------|
 JB0707| PID    Reference Object                     Distance      Geod. Az  |
 JB0707|                                                           dddmmss.s |
 JB0707| CI3732 GRAY AZ MK                                         1034913.6 |
 JB0707| JB0706 GRAY RM 1                            37.368 METERS 15758     |
 JB0707| JB1798 KINMUNDY MUNICIPAL TANK             APPROX. 3.3 KM 1840043.8 |
 JB0707| JB0708 GRAY RM 2                            24.444 METERS 20918     |
 JB0707| JB0699 ROBB                                APPROX. 3.3 KM 2160054.6 |
 JB0707|---------------------------------------------------------------------|
 JB0707
 JB0707                          SUPERSEDED SURVEY CONTROL
 JB0707
 JB0707  NAD 83(1986)-  38 48 06.46992(N)    088 50 34.70707(W) AD(       ) 2
 JB0707  NAD 27      -  38 48 06.29880(N)    088 50 34.50780(W) AD(       ) 2
 JB0707  NGVD 29 (??/??/92)  173.479  (m)          569.16   (f) ADJ UNCH    2 0
 JB0707
 JB0707.Superseded values are not recommended for survey control.
 JB0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0707.See file dsdata.txt to determine how the superseded data were derived.
 JB0707
 JB0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3996396395(NAD 83)
 JB0707_MARKER: DE = TRAVERSE STATION DISK
 JB0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0707_STAMPING: GRAY 1960
 JB0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0707+STABILITY: SURFACE MOTION
 JB0707
 JB0707  HISTORY     - Date     Condition        Report By
 JB0707  HISTORY     - 1960     MONUMENTED       CGS
 JB0707  HISTORY     - 1960     GOOD             CGS
 JB0707  HISTORY     - 1964     GOOD             ILDT
 JB0707
 JB0707                          STATION DESCRIPTION
 JB0707
 JB0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0707'STATION IS LOCATED ABOUT 4.25 MILES SOUTHWEST OF FARINA, ABOUT 2.0
 JB0707'MILES NORTH-NORTHEAST
 JB0707'OF KINMUNDY AND 1.50 MILES SOUTH OF THE
 JB0707'FAYETTE-MARION COUNTY LINE.
 JB0707'
 JB0707'TO REACH FROM THE JUNCTION OF STATE ROUTE 37 AND MAIN STREET AT THE
 JB0707'GULF SERVICE STATION
 JB0707'IN KINMUNDY, GO WEST ON STATE ROUTE 37 FOR ONE BLOCK,
 JB0707'TURN RIGHT AND GO NORTH FOLLOWING
 JB0707'THE MAIN SURFACED ROAD FOR 1.6
 JB0707'MILES TO A CEMTERY ON RIGHT, CONTINUE NORTH ON MAIN
 JB0707'SURFACED ROAD FOR
 JB0707'0.6 MILE TO A DRIVEWAY ON RIGHT, TURN RIGHT AND GO EAST FOR 0.1 MILE
 JB0707'TO STATION ON LEFT
 JB0707'IN THE NORTHEAST CORNER OF WOODS AS DESCRIBED.
 JB0707'
 JB0707'STATION MARK, A STANDARD TRAVERSE STATION DISK STAMPED GRAY 1960, IS
 JB0707'SET IN TOP OF A 10 INCH
 JB0707'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES.  THE
 JB0707'MARK IS 95 FEET NORTH OF THE
 JB0707'CENTER OF DRIVEWAY, 56 FEET WEST OF THE
 JB0707'WEST EDGE OF A CLEARED FIELD, 16.5 FEET
 JB0707'NORTHWEST OF A TRACK ROAD AND
 JB0707'4.2 FEET NORTH-NORTHEAST OF THE WITNESS POST.
 JB0707'
 JB0707'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED GRAY
 JB0707'NO 1 1960, IS SET IN TOP OF
 JB0707'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0707'3 INCHES.  THE MARK IS 60 FEET
 JB0707'SOUTHEAST OF A POWER POLE, 16 FEET
 JB0707'SOUTH OF THE CENTER OF A DRIVEWAY AND 7 FEET
 JB0707'NORTH OF THE FENCE.
 JB0707'
 JB0707'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED GRAY
 JB0707'NO 2 1960, IS SET IN TOP OF
 JB0707'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0707'4 INCHES.  THE MARK IS 76 FEET
 JB0707'SOUTHWEST OF THE WITNESS POST, 37.5
 JB0707'FEET WEST-NORTHWEST OF A POWER AND TELEPHONE POLE
 JB0707'AND 21 FEET NORTH
 JB0707'OF THE CENTER OF DRIVEWAY.
 JB0707'
 JB0707'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED GRAY 1960, IS SET
 JB0707'IN TOP OF A 10 INCH SQUARE
 JB0707'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  THE
 JB0707'MARK IS 85 FEET WEST-NORTHWEST OF
 JB0707'ATHE NORTHWEST CORNER OF HOUSE,
 JB0707'55.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JB0707'MACHINE SHED, 22
 JB0707'FEET SOUTH OF THE CENTER OF DRIVEWAY, 2.5 FEET EAST-NORTHEAST OF
 JB0707'FENCE CORNER AND
 JB0707'1.9 FEET WEST OF THE WITNESS POST.
 JB0707'
 JB0707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DRIVEWAY FOR
 JB0707'0.15 MILE TO THE AZIMUTH
 JB0707'MARK ON RIGHT AS DESCRIBED.
 JB0707'
 JB0707'THE DISTANCE BETWEEN RM NO 1 AND RM NO 2 IS 95.77 FEET.
 JB0707'
 JB0707'HEIGHT OF LIGHT ABOVE STATION MARK 26.01 METERS.
 JB0707
 JB0707                          STATION RECOVERY (1960)
 JB0707
 JB0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0707'2.4 MI N FROM KINMUNDY.
 JB0707'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND
 JB0707'EASTERN ILLINOIS RAILROAD OVERPASS AT KINMUNDY, THENCE 2.05
 JB0707'MILES NORTH ALONG AN OILED ROAD, THENCE 0.1 MILE EAST ALONG A
 JB0707'PRIVATE ROAD, AT THE JUNCTION OF WOODS ROAD NORTHWEST, 101 FEET
 JB0707'NORTH OF THE CENTER LINE OF THE PRIVATE ROAD, 18 FEET EAST OF THE
 JB0707'CENTER LINE OF THE WOODS ROAD, 30 FEET NORTH-NORTHWEST OF A
 JB0707'TRIANGULAR BLAZED ASH TREE, 86 FEET NORTH OF THE THIRD POWER
 JB0707'POLE WEST OF A FARM HOUSE, 4.2 FEET NORTH-NORTHEAST OF A METAL
 JB0707'WITNESS POST, ABOUT LEVEL WITH THE WOODS ROAD, AND SET IN THE
 JB0707'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JB0707
 JB0707                          STATION RECOVERY (1964)
 JB0707
 JB0707'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964 (DEW)
 JB0707'GRAY 1960 RECOVERED (GOOD).  TO REACH FROM JUNCTION OF STATE ROUTE 37
 JB0707'AND SHOULD BE MADISON ST.
 JB0707'
 JB0707'GRAY NO. 1 1960 RECOVERED (GOOD).  AS DESCRIBED.
 JB0707'
 JB0707'GRAY NO.2 1960 RECOVERED (GOOD).  AS DESCRIBED.
 JB0707'
 JB0707'GRAY 1960 (AZIMUTH) RECOVERED (GOOD).  AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0269 ***********************************************************************
 LC0269  DESIGNATION -  GRAY RM 1
 LC0269  PID         -  LC0269
 LC0269  STATE/COUNTY-  IL/CHAMPAIGN
 LC0269  USGS QUAD   -  RANTOUL (1984)
 LC0269
 LC0269                         *CURRENT SURVEY CONTROL
 LC0269  ___________________________________________________________________
 LC0269* NAD 83(1986)-  40 17 49.     (N)    088 11 32.     (W)     SCALED    
 LC0269* NAVD 88     -       233.121  (meters)     764.83   (feet)  ADJUSTED  
 LC0269  ___________________________________________________________________
 LC0269  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC0269  DYNAMIC HT  -         233.005 (meters)     764.45  (feet)  COMP
 LC0269  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 LC0269
 LC0269  VERT ORDER  -  SECOND    CLASS 0
 LC0269
 LC0269.The horizontal coordinates were scaled from a topographic map and have
 LC0269.an estimated accuracy of +/- 6 seconds.
 LC0269
 LC0269.The orthometric height was determined by differential leveling
 LC0269.and adjusted by the National Geodetic Survey in June 1991..
 LC0269
 LC0269.The geoid height was determined by GEOID03.
 LC0269
 LC0269.The dynamic height is computed by dividing the NAVD 88
 LC0269.geopotential number by the normal gravity value computed on the
 LC0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0269.degrees latitude (g = 980.6199 gals.).
 LC0269
 LC0269.The modeled gravity was interpolated from observed gravity values.
 LC0269
 LC0269;                    North         East    Units  Estimated Accuracy
 LC0269;SPC IL E     -   402,980.      312,000.      MT  (+/- 180 meters Scaled)
 LC0269
 LC0269                          SUPERSEDED SURVEY CONTROL
 LC0269
 LC0269  NGVD 29 (??/??/92)  233.165  (m)          764.98   (f) ADJ UNCH    2 0
 LC0269
 LC0269.Superseded values are not recommended for survey control.
 LC0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0269.See file dsdata.txt to determine how the superseded data were derived.
 LC0269
 LC0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK986613(NAD 83)
 LC0269_MARKER: DR = REFERENCE MARK DISK
 LC0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0269_STAMPING: GRAY NO 1 1959
 LC0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0269+STABILITY: SURFACE MOTION
 LC0269
 LC0269  HISTORY     - Date     Condition        Report By
 LC0269  HISTORY     - 1959     MONUMENTED       CGS
 LC0269  HISTORY     - 1969     GOOD             NGS
 LC0269
 LC0269                          STATION DESCRIPTION
 LC0269
 LC0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0269'2.8 MI SW FROM RANTOUL.
 LC0269'ABOUT 1.95 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0269'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 0.8 MILE SOUTH ALONG A
 LC0269'GRAVEL ROAD, THENCE 0.05 MILES EAST ALONG A GRAVEL ROAD, ABOUT
 LC0269'0.1 MILE WEST OF A HOUSE SOUTH OF THE ROAD, 18 FEET NORTH OF THE
 LC0269'CENTER LINE OF THE ROAD, 42.3 FEET NORTH OF THE THIRD POWER POLE
 LC0269'EAST OF THE ROAD CROSSING, 42.2 FEET NORTH OF TRIANGULATION
 LC0269'STATION GRAY, 42.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 LC0269'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0269'PROJECTING 1 INCH.  NOTE-- THE REFERENCE POINTS HAVE CHANGED AND
 LC0269'NEW MEASUREMENTS FOLLOWS, 19 FEET NORTH OF THE CENTERLINE OF
 LC0269'OILED ROAD, 89 FEET EAST OF A METAL UNDERGROUND CABLE WARNING
 LC0269'BOX, 104 FEET NORTHEAST OF A POWER POLE AND 1 FOOT WEST OF A
 LC0269'METAL WITNESS POST, AND 2 INCHES UNDERGROUND.
 LC0269
 LC0269                          STATION RECOVERY (1969)
 LC0269
 LC0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0706 ***********************************************************************
 JB0706  DESIGNATION -  GRAY RM 1
 JB0706  PID         -  JB0706
 JB0706  STATE/COUNTY-  IL/MARION
 JB0706  USGS QUAD   -  KINMUNDY (1985)
 JB0706
 JB0706                         *CURRENT SURVEY CONTROL
 JB0706  ___________________________________________________________________
 JB0706* NAD 83(1986)-  38 48 06.     (N)    088 50 34.     (W)     SCALED    
 JB0706* NAVD 88     -       173.713  (meters)     569.92   (feet)  ADJUSTED  
 JB0706  ___________________________________________________________________
 JB0706  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JB0706  DYNAMIC HT  -         173.604 (meters)     569.57  (feet)  COMP
 JB0706  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JB0706
 JB0706  VERT ORDER  -  SECOND    CLASS 0
 JB0706
 JB0706.The horizontal coordinates were scaled from a topographic map and have
 JB0706.an estimated accuracy of +/- 6 seconds.
 JB0706
 JB0706.The orthometric height was determined by differential leveling
 JB0706.and adjusted by the National Geodetic Survey in June 1991..
 JB0706
 JB0706.The geoid height was determined by GEOID03.
 JB0706
 JB0706.The dynamic height is computed by dividing the NAVD 88
 JB0706.geopotential number by the normal gravity value computed on the
 JB0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0706.degrees latitude (g = 980.6199 gals.).
 JB0706
 JB0706.The modeled gravity was interpolated from observed gravity values.
 JB0706
 JB0706;                    North         East    Units  Estimated Accuracy
 JB0706;SPC IL E     -   237,080.      255,750.      MT  (+/- 180 meters Scaled)
 JB0706
 JB0706                          SUPERSEDED SURVEY CONTROL
 JB0706
 JB0706  NGVD 29 (??/??/92)  173.816  (m)          570.26   (f) ADJ UNCH    2 0
 JB0706
 JB0706.Superseded values are not recommended for survey control.
 JB0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0706.See file dsdata.txt to determine how the superseded data were derived.
 JB0706
 JB0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH399963(NAD 83)
 JB0706_MARKER: DR = REFERENCE MARK DISK
 JB0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0706_STAMPING: GRAY NO 1 1960
 JB0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0706+STABILITY: SURFACE MOTION
 JB0706
 JB0706  HISTORY     - Date     Condition        Report By
 JB0706  HISTORY     - 1960     MONUMENTED       CGS
 JB0706
 JB0706                          STATION DESCRIPTION
 JB0706
 JB0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0706'2.4 MI N FROM KINMUNDY.
 JB0706'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 37 FROM THE CHICAGO AND
 JB0706'EASTERN ILLINOIS RAILROAD OVERPASS IN KINMUNDY, THENCE 2.05 MILES
 JB0706'NORTH ALONG AN OILED ROAD, THENCE 0.1 MILE EAST ALONG A PRIVATE
 JB0706'ROAD, AT THE JUNCTION OF A WOODS ROAD NORTHWEST, 17 FEET SOUTH
 JB0706'OF THE CENTER LINE OF THE PRIVATE ROAD, 7 FEET EAST OF THE
 JB0706'EXTENDED CENTER LINE OF THE WOODS ROAD, 60 FEET SOUTHEAST OF THE
 JB0706'THIRD POWER POLE EAST OF THE OILED ROAD, AND IS ALSO THE THIRD
 JB0706'POLE WEST OF THE FARM HOUSE, 119.8 FEET SOUTH-SOUTHEAST OF A
 JB0706'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE PRIVATE
 JB0706'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0267 ***********************************************************************
 LC0267  DESIGNATION -  GRAY RM 2
 LC0267  PID         -  LC0267
 LC0267  STATE/COUNTY-  IL/CHAMPAIGN
 LC0267  USGS QUAD   -  RANTOUL (1984)
 LC0267
 LC0267                         *CURRENT SURVEY CONTROL
 LC0267  ___________________________________________________________________
 LC0267* NAD 83(1986)-  40 17 49.     (N)    088 11 32.     (W)     SCALED    
 LC0267* NAVD 88     -       233.027  (meters)     764.52   (feet)  ADJUSTED  
 LC0267  ___________________________________________________________________
 LC0267  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC0267  DYNAMIC HT  -         232.911 (meters)     764.14  (feet)  COMP
 LC0267  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 LC0267
 LC0267  VERT ORDER  -  SECOND    CLASS 0
 LC0267
 LC0267.The horizontal coordinates were scaled from a topographic map and have
 LC0267.an estimated accuracy of +/- 6 seconds.
 LC0267
 LC0267.The orthometric height was determined by differential leveling
 LC0267.and adjusted by the National Geodetic Survey in June 1991..
 LC0267
 LC0267.The geoid height was determined by GEOID03.
 LC0267
 LC0267.The dynamic height is computed by dividing the NAVD 88
 LC0267.geopotential number by the normal gravity value computed on the
 LC0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0267.degrees latitude (g = 980.6199 gals.).
 LC0267
 LC0267.The modeled gravity was interpolated from observed gravity values.
 LC0267
 LC0267;                    North         East    Units  Estimated Accuracy
 LC0267;SPC IL E     -   402,980.      312,000.      MT  (+/- 180 meters Scaled)
 LC0267
 LC0267                          SUPERSEDED SURVEY CONTROL
 LC0267
 LC0267  NGVD 29 (??/??/92)  233.071  (m)          764.67   (f) ADJ UNCH    2 0
 LC0267
 LC0267.Superseded values are not recommended for survey control.
 LC0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0267.See file dsdata.txt to determine how the superseded data were derived.
 LC0267
 LC0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK986613(NAD 83)
 LC0267_MARKER: DR = REFERENCE MARK DISK
 LC0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0267_STAMPING: GRAY NO 2 1959
 LC0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0267+STABILITY: SURFACE MOTION
 LC0267
 LC0267  HISTORY     - Date     Condition        Report By
 LC0267  HISTORY     - 1959     MONUMENTED       CGS
 LC0267  HISTORY     - 1961     GOOD             NGS
 LC0267
 LC0267                          STATION DESCRIPTION
 LC0267
 LC0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0267'2.8 MI SW FROM RANTOUL.
 LC0267'ABOUT 1.95 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION
 LC0267'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 0.8 MILES SOUTH ALONG A
 LC0267'GRAVEL ROAD, THENCE 0.05 MILES EAST ALONG A GRAVEL ROAD, ABOUT
 LC0267'0.1 MILE WEST OF A HOUSE SOUTH OF THE ROAD, 23 1/2 FEET SOUTH OF
 LC0267'THE CENTER LINE OF THE ROAD, 46 FEET EAST OF THE THIRD POWER
 LC0267'POLE EAST OF THE ROAD CROSSING, 42.5 FEET EAST OF TRIANGULATION
 LC0267'STATION GRAY, 43.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1
 LC0267'FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 LC0267'POST PROJECTING 1 INCH.  NOTE-- THE REFERENCE POINTS HAVE
 LC0267'CHANGED AND NEW MEASUREMENTS FOLLOW.  24 FEET SOUTH OF THE
 LC0267'CENTERLINE OF OILED ROAD, 1 FOOT WEST OF A METAL WITNESS POST,
 LC0267'140 FEET EAST OF POWER POLE 49 AND THE MONUMENT IS NOW 3 INCHES
 LC0267'UNDERGROUND.
 LC0267
 LC0267                          STATION RECOVERY (1961)
 LC0267
 LC0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1649 ***********************************************************************
 NH1649  CBN         -  This is a Cooperative Base Network Control Station.
 NH1649  DESIGNATION -  GRAYPORT
 NH1649  PID         -  NH1649
 NH1649  STATE/COUNTY-  IL/LAKE
 NH1649  USGS QUAD   -  GRAYSLAKE (1993)
 NH1649
 NH1649                         *CURRENT SURVEY CONTROL
 NH1649  ___________________________________________________________________
 NH1649* NAD 83(1997)-  42 19 28.50387(N)    088 04 29.15269(W)     ADJUSTED  
 NH1649* NAVD 88     -       236.8    (meters)     777.     (feet)  GPS OBS   
 NH1649  ___________________________________________________________________
 NH1649  X           -     158,669.216 (meters)                     COMP
 NH1649  Y           -  -4,720,282.435 (meters)                     COMP
 NH1649  Z           -   4,272,464.961 (meters)                     COMP
 NH1649  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NH1649  ELLIP HEIGHT-         202.72  (meters)          (10/15/04) GPS OBS
 NH1649  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH1649
 NH1649  HORZ ORDER  -  B
 NH1649  ELLP ORDER  -  FOURTH    CLASS II
 NH1649
 NH1649.This mark is at Campbell Airport (C81)
 NH1649
 NH1649.The horizontal coordinates were established by GPS observations
 NH1649.and adjusted by the National Geodetic Survey in July 1998..
 NH1649
 NH1649.The orthometric height was determined by GPS observations and a
 NH1649.high-resolution geoid model.
 NH1649
 NH1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1649
 NH1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1649
 NH1649.The ellipsoidal height was determined by GPS observations
 NH1649.and is referenced to NAD 83.
 NH1649
 NH1649.The geoid height was determined by GEOID03.
 NH1649
 NH1649;                    North         East     Units Scale Factor Converg.
 NH1649;SPC IL E     -   628,187.769   321,312.874   MT  0.99998059   +0 10 26.8
 NH1649;SPC IL E     - 2,060,979.37  1,054,173.99   sFT  0.99998059   +0 10 26.8
 NH1649;UTM  16      - 4,686,374.769   411,443.829   MT  0.99969649   -0 43 25.4
 NH1649
 NH1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1649!SPC IL E     -   0.99996821  x   0.99998059  =   0.99994880
 NH1649!UTM  16      -   0.99996821  x   0.99969649  =   0.99966471
 NH1649
 NH1649:                Primary Azimuth Mark                     Grid Az
 NH1649:SPC IL E     -  GRAYPORT AZ MK                           092 02 14.5
 NH1649:UTM  16      -  GRAYPORT AZ MK                           092 56 06.7
 NH1649
 NH1649|---------------------------------------------------------------------|
 NH1649| PID    Reference Object                     Distance      Geod. Az  |
 NH1649|                                                           dddmmss.s |
 NH1649| NH1650 GRAYPORT AZ MK                      APPROX. 0.5 KM 0921241.3 |
 NH1649|---------------------------------------------------------------------|
 NH1649
 NH1649                          SUPERSEDED SURVEY CONTROL
 NH1649
 NH1649  ELLIP H (07/17/98)  202.74   (m)                       GP(       ) 4 1
 NH1649  NAD 83(1997)-  42 19 28.49962(N)    088 04 29.16247(W) AD(       ) 1
 NH1649  ELLIP H (11/21/91)  202.68   (m)                       GP(       ) 4 1
 NH1649  NAD 83(1986)-  42 19 28.49894(N)    088 04 29.16780(W) AD(       ) 1
 NH1649  NGVD 29 (06/25/91)  237.0    (m)          778.     (f) GPS OBS        
 NH1649
 NH1649.Superseded values are not recommended for survey control.
 NH1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1649.See file dsdata.txt to determine how the superseded data were derived.
 NH1649
 NH1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1144486375(NAD 83)
 NH1649_MARKER: I = METAL ROD
 NH1649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1649_SP_SET: METAL ROD DRIVEN INTO GROUND
 NH1649_STAMPING: GRAYPORT 1990
 NH1649_MARK LOGO: NONE  
 NH1649_PROJECTION: FLUSH
 NH1649_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1649+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 NH1649_ROD/PIPE-DEPTH: 7.30 meters
 NH1649_SLEEVE-DEPTH  : 1.00 meters
 NH1649
 NH1649  HISTORY     - Date     Condition        Report By
 NH1649  HISTORY     - 1990     MONUMENTED       NGS
 NH1649  HISTORY     - 19910904 GOOD             MSE
 NH1649  HISTORY     - 19970528 GOOD             NGS
 NH1649  HISTORY     - 19981211 GOOD             USPSQD
 NH1649  HISTORY     - 20000315 GOOD             SECI
 NH1649  HISTORY     - 20000807 GOOD             SECI
 NH1649  HISTORY     - 20010430 GOOD             MCCLUR
 NH1649
 NH1649                          STATION DESCRIPTION
 NH1649
 NH1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1649'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) SOUTHWEST OF GRAYSLAKE, AT
 NH1649'CAMPBELL AIRPORT, AT THE JUNCTION OF RUNWAY 6-24 AND A TAXI
 NH1649'PARALLELING RUNWAY 9-27, IN THE NORTHWEST 1/4 OF SECTION 4, T 45 N, R
 NH1649'10 E.  OWNERSHIP--KANE ILLINOIS PROPERTIES, CHICAGO, IL 62610.
 NH1649'AIRPORT MANAGERS ARE GARY CAMPBELL AND JIM TAHANEY, PHONE
 NH1649'312-223-2200.
 NH1649'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 83 AND 120 IN THE
 NH1649'SOUTHEAST SECTION OF GRAYSLAKE, GO NORTHWEST ON HIGHWAY 120 FOR 1.85
 NH1649'KM (1.15 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, ON ALLEGHANY
 NH1649'ROAD (COUNTY V 68) FOR 1.43 KM (0.89 MI) TO A PAVED ROAD RIGHT.  TURN
 NH1649'RIGHT, WEST, ON PAVED, THEN GRAVEL ROAD FOR 2.22 KM (1.38 MI) TO
 NH1649'THREE-WAY FORK AT ROAD END JUST PAST A CURVE TO SOUTH.  TAKE THE
 NH1649'CENTER FORK THROUGH GATE POSTS ONTO THE RAMP FOR 0.13 KM (0.08 MI) TO
 NH1649'THE TAXI.  TURN LEFT, EAST, ON TAXI FOR 0.19 KM (0.12 MI) TO THE
 NH1649'STATION ON THE EAST SIDE OF RUNWAY 6-24.
 NH1649'THE STATION IS LOCATED 26.3 M (86.3 FT) SOUTHEAST FROM THE CENTER OF
 NH1649'RUNWAY 6-24, 21.5 M (70.5 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF
 NH1649'THE ASPHALT AT THE JUNCTION OF THE TAXI AND RUNWAY 6-24, AND 16.4 M
 NH1649'(53.8 FT) SOUTH FROM THE CENTER OF THE TAXI.
 NH1649'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NH1649
 NH1649                          STATION RECOVERY (1991)
 NH1649
 NH1649'RECOVERY NOTE BY MSE CORPORATION 1991
 NH1649'RECOVERED IN GOOD CONDITION.
 NH1649
 NH1649                          STATION RECOVERY (1997)
 NH1649
 NH1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 NH1649'THE STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTHWEST OF GRAYSLAKE AT
 NH1649'THE CAMPBELL AIRPORT, AT THE JUNCTION OF RUNWAY 6-24 AND A TAXI
 NH1649'PARALLELING RUNWAY 9-27.  OWNERSHIP--KANE ILLINOIS PROPERTIES,
 NH1649'CHICAGO, IL 62610.  AIRPORT MANAGERS ARE GARY CAMPBELL AND JIM
 NH1649'TAHANEY, PHONES 708-546-5150 OR 223-2200.  TO REACH FROM THE JUNCTION
 NH1649'OF STATE HIGHWAYS 83 AND 120 IN THE SOUTHEAST AREA OF GRAYSLAKE, GO
 NH1649'NORTHWEST ON HIGHWAY 120 FOR 1.15 MI (1.85 KM) TO A PAVED ROAD LEFT.
 NH1649'TURN LEFT, SOUTH, ON ALLEGHANY ROAD FOR 0.9 MI (1.4 KM) TO A PAVED
 NH1649'ROAD RIGHT.  TURN RIGHT, WEST, FOR 1.38 MI (2.22 KM) TO A THREE WAY
 NH1649'FORK AT ROAD END, JUST AFTER A CURVE TO THE SOUTH.  TAKE THE CENTER
 NH1649'FORK THROUGH GATE POSTS ONTO THE RAMP FOR 0.08 MI (0.13 KM) TO THE
 NH1649'TAXI.  TURN LEFT, EAST, ON TAXI FOR 0.12 MI (0.19 KM) TO THE STATION
 NH1649'ON THE EAST SIDE OF RUNWAY 6-24, 26.3 M (86.3 FT) SOUTHEAST OF THE
 NH1649'CENTER OF THE RUNWAY, 21.5 M (70.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 NH1649'OF THE ASPHALT AT THE JUNCTION OF THE TAXI AND RUNWAY 6-24, AND 16.4 M
 NH1649'(53.8 FT) SOUTH OF THE CENTER OF THE TAXI.  NOTE--ACCESS TO THE
 NH1649'STATION POINT IS THROUGH A 5-INCH ACCESS COVER.
 NH1649
 NH1649                          STATION RECOVERY (1998)
 NH1649
 NH1649'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1649'RECOVERED IN GOOD CONDITION.
 NH1649
 NH1649                          STATION RECOVERY (2000)
 NH1649
 NH1649'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RW)
 NH1649'FROM THE INTERSECTION OF IL RT 120 AND 83. GO WEST ON RT 120 FOR 3
 NH1649'MILES TO CURRAN RD. TAKE CURRAN RD. SOUTH TO TOWNLINE RD. TURN LEFT ON
 NH1649'TOWNLINE RD. AND FOLLOW TOWNLINE TO CAMPBELL AIRPORT. STATION IS AT
 NH1649'THE INTERSECTION OF RUNWAY 6-24 AND TAXI RUNWAY 9-27.
 NH1649
 NH1649                          STATION RECOVERY (2000)
 NH1649
 NH1649'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RJW)
 NH1649'RECOVERED AS DESCRIBED
 NH1649'
 NH1649
 NH1649                          STATION RECOVERY (2001)
 NH1649
 NH1649'RECOVERY NOTE BY MCCLURE ENGINEERING 2001 (MN)
 NH1649'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1650 ***********************************************************************
 NH1650  DESIGNATION -  GRAYPORT AZ MK
 NH1650  PID         -  NH1650
 NH1650  STATE/COUNTY-  IL/LAKE
 NH1650  USGS QUAD   -  GRAYSLAKE (1993)
 NH1650
 NH1650                         *CURRENT SURVEY CONTROL
 NH1650  ___________________________________________________________________
 NH1650* NAD 83(1997)-  42 19 27.85343(N)    088 04 06.47641(W)     ADJUSTED  
 NH1650* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 NH1650  ___________________________________________________________________
 NH1650  X           -     159,188.667 (meters)                     COMP
 NH1650  Y           -  -4,720,280.213 (meters)                     COMP
 NH1650  Z           -   4,272,451.711 (meters)                     COMP
 NH1650  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NH1650  ELLIP HEIGHT-         205.08  (meters)          (10/21/99) GPS OBS
 NH1650  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH1650
 NH1650  HORZ ORDER  -  FIRST
 NH1650  ELLP ORDER  -  FOURTH    CLASS I
 NH1650
 NH1650.This mark is at Campbell Airport (C81)
 NH1650
 NH1650.The horizontal coordinates were established by GPS observations
 NH1650.and adjusted by the National Geodetic Survey in October 1999..
 NH1650
 NH1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1650
 NH1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1650
 NH1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1650
 NH1650.The ellipsoidal height was determined by GPS observations
 NH1650.and is referenced to NAD 83.
 NH1650
 NH1650.The geoid height was determined by GEOID03.
 NH1650
 NH1650;                    North         East     Units Scale Factor Converg.
 NH1650;SPC IL E     -   628,169.296   321,832.138   MT  0.99998086   +0 10 42.0
 NH1650;SPC IL E     - 2,060,918.77  1,055,877.61   sFT  0.99998086   +0 10 42.0
 NH1650;UTM  16      - 4,686,348.170   411,962.591   MT  0.99969536   -0 43 10.1
 NH1650
 NH1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1650!SPC IL E     -   0.99996784  x   0.99998086  =   0.99994870
 NH1650!UTM  16      -   0.99996784  x   0.99969536  =   0.99966321
 NH1650
 NH1650:                Primary Azimuth Mark                     Grid Az
 NH1650:SPC IL E     -  GRAYPORT                                 272 02 14.6
 NH1650:UTM  16      -  GRAYPORT                                 272 56 06.7
 NH1650
 NH1650|---------------------------------------------------------------------|
 NH1650| PID    Reference Object                     Distance      Geod. Az  |
 NH1650|                                                           dddmmss.s |
 NH1650| NH1649 GRAYPORT                            APPROX. 0.5 KM 2721256.6 |
 NH1650|---------------------------------------------------------------------|
 NH1650
 NH1650                          SUPERSEDED SURVEY CONTROL
 NH1650
 NH1650  NAD 83(1997)-  42 19 27.85343(N)    088 04 06.47641(W) AD(       ) 1
 NH1650  NAD 83(1997)-  42 19 27.84917(N)    088 04 06.48619(W) AD(       ) 1
 NH1650  ELLIP H (11/21/91)  205.02   (m)                       GP(       ) 4 1
 NH1650  NAD 83(1986)-  42 19 27.84850(N)    088 04 06.49152(W) AD(       ) 1
 NH1650  NGVD 29 (06/25/91)  239.3    (m)          785.     (f) GPS OBS        
 NH1650
 NH1650.Superseded values are not recommended for survey control.
 NH1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1650.See file dsdata.txt to determine how the superseded data were derived.
 NH1650
 NH1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1196386348(NAD 83)
 NH1650_MARKER: I = METAL ROD
 NH1650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1650_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1650_STAMPING: GRAYPORT AZ MK 1990
 NH1650_MARK LOGO: NGS   
 NH1650_PROJECTION: FLUSH
 NH1650_MAGNETIC: I = MARKER IS A STEEL ROD
 NH1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1650+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 NH1650_ROD/PIPE-DEPTH: 4.6  meters
 NH1650_SLEEVE-DEPTH  : 1.0 meters
 NH1650
 NH1650  HISTORY     - Date     Condition        Report By
 NH1650  HISTORY     - 1990     MONUMENTED       NGS
 NH1650  HISTORY     - 19981211 GOOD             USPSQD
 NH1650  HISTORY     - 20060422 GOOD             USPSQD
 NH1650
 NH1650                          STATION DESCRIPTION
 NH1650
 NH1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1650'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) SOUTHWEST OF GRAYSLAKE, AT
 NH1650'CAMPBELL AIRPORT, IN THE MEDIAN BETWEEN THE TAXI AND THE EAST END OF
 NH1650'RUNWAY 9-27, IN THE NORTHEAST 1/4 OF SECTION 4, T 45 N, R 10 E.
 NH1650'OWNERSHIP--KANE ILLINOIS PROPERTIES, CHICAGO, IL 62610.  AIRPORT
 NH1650'MANAGERS ARE GARY CAMPBELL AND JIM TAHANEY, PHONE 312-223-2200.
 NH1650'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 83 AND 120 IN THE
 NH1650'SOUTHEAST SECTION OF GRAYSLAKE, GO NORTHWEST ON HIGHWAY 120 FOR 1.85
 NH1650'KM (1.15 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, ON ALLEGHANY
 NH1650'ROAD (COUNTY V 68) FOR 1.43 KM (0.89 MI) TO A PAVED ROAD RIGHT.  TURN
 NH1650'RIGHT, WEST, ON PAVED, THEN GRAVEL ROAD FOR 2.22 KM (1.38 MI) TO
 NH1650'THREE-WAY FORK AT ROAD END JUST PAST A CURVE TO SOUTH.  TAKE THE
 NH1650'CENTER FORK THROUGH GATE POSTS ONTO THE RAMP FOR 0.13 KM (0.08 MI) TO
 NH1650'THE TAXI.  TURN LEFT, EAST, ON TAXI FOR 0.76 KM (0.47 MI) TO CURVE IN
 NH1650'TAXI AND STATION ON THE RIGHT.
 NH1650'THE STATION IS LOCATED 43.3 M (142.1 FT) NORTH FROM THE CENTER OF
 NH1650'RUNWAY 9-27, 34.3 M (112.5 FT) SOUTH FROM THE EXTENDED EAST-WEST
 NH1650'CENTER OF THE PARALLEL TAXI, 19.4 M (63.6 FT) SOUTHWEST FROM THE
 NH1650'CENTER OF THE CURVED END OF THE TAXI, AND 15.4 M (50.5 FT)
 NH1650'NORTH-NORTHWEST FROM THE NORTHERNMOST RUNWAY END LIGHT.
 NH1650'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NH1650
 NH1650                          STATION RECOVERY (1998)
 NH1650
 NH1650'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1650'RECOVERED IN GOOD CONDITION.
 NH1650
 NH1650                          STATION RECOVERY (2006)
 NH1650
 NH1650'RECOVERY NOTE BY US POWER SQUADRON 2006 (HC)
 NH1650'IN MIDDLE OF PRIVATE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1048 ***********************************************************************
 NH1048  DESIGNATION -  GRAYS LAKE CORY FRESH PLT TK
 NH1048  PID         -  NH1048
 NH1048  STATE/COUNTY-  IL/LAKE
 NH1048  USGS QUAD   -  GRAYSLAKE (1993)
 NH1048
 NH1048                         *CURRENT SURVEY CONTROL
 NH1048  ___________________________________________________________________
 NH1048* NAD 83(1997)-  42 20 01.17525(N)    088 02 27.94904(W)     ADJUSTED  
 NH1048* NAVD 88     -                                                        
 NH1048  ___________________________________________________________________
 NH1048  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 NH1048  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NH1048
 NH1048  HORZ ORDER  -  THIRD
 NH1048
 NH1048.The horizontal coordinates were established by classical geodetic methods
 NH1048.and adjusted by the National Geodetic Survey in October 1999..
 NH1048
 NH1048
 NH1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1048
 NH1048.The geoid height was determined by GEOID03.
 NH1048
 NH1048;                    North         East     Units Scale Factor Converg.
 NH1048;SPC IL E     -   629,204.817   324,084.518   MT  0.99998213   +0 11 48.5
 NH1048;SPC IL E     - 2,064,316.14  1,063,267.29   sFT  0.99998213   +0 11 48.5
 NH1048;UTM  16      - 4,687,347.979   414,230.267   MT  0.99969051   -0 42 04.2
 NH1048
 NH1048                          SUPERSEDED SURVEY CONTROL
 NH1048
 NH1048  NAD 83(1997)-  42 20 01.17517(N)    088 02 27.94948(W) AD(       ) 4
 NH1048  NAD 83(1997)-  42 20 01.17441(N)    088 02 27.95863(W) AD(       ) 4
 NH1048  NAD 83(1986)-  42 20 01.17461(N)    088 02 27.96283(W) AD(       ) 4
 NH1048  NAD 27      -  42 20 01.10000(N)    088 02 27.67400(W) AD(       ) 3
 NH1048
 NH1048.Superseded values are not recommended for survey control.
 NH1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1048.See file dsdata.txt to determine how the superseded data were derived.
 NH1048
 NH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1423087348(NAD 83)
 NH1048_MARKER: 53 = ELEVATED TANK
 NH1048
 NH1048  HISTORY     - Date     Condition        Report By
 NH1048  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1048  HISTORY     - 1966     GOOD             CGS
 NH1048  HISTORY     - 19940519 GOOD             USPSQD
 NH1048  HISTORY     - 19960505 GOOD             USPSQD
 NH1048  HISTORY     - 20021222 POOR             USPSQD
 NH1048
 NH1048                          STATION DESCRIPTION
 NH1048
 NH1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1048'STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED
 NH1048'IN THE SOUTH SECTION OF GRAYS LAKE AT THE CORY CO., FRESHND
 NH1048'AIRE PLANT.  IT IS STEEL TANK WITH AN OVAL TOP AND BOTTOM
 NH1048'AND SHORT VERTICAL SIDES, ATOP A 4 LEGGED TUBULAR STEEL
 NH1048'STRUCTURE.  THE ENTIRE STRUCTURE IS PAINTED BLACK AND THE
 NH1048'TANK HAS THE LEGEND CORY FRESHND AIRE PAINTED ON THE NORTH
 NH1048'AND SOUTH SIDES.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 NH1048
 NH1048                          STATION RECOVERY (1966)
 NH1048
 NH1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1048'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 NH1048'TIME.  THE TANK IS NOW OWNED BY THE STREETER AMET CO.  THE
 NH1048'TANK HAS THE LEGEND STREETER AMET CO PAINTED ON THE NORTH
 NH1048'AND SOUTH SIDES IN BLACK LETTERS.
 NH1048
 NH1048                          STATION RECOVERY (1994)
 NH1048
 NH1048'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1048'RECOVERED IN GOOD CONDITION.
 NH1048
 NH1048                          STATION RECOVERY (1996)
 NH1048
 NH1048'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1048'RECOVERED IN GOOD CONDITION.
 NH1048
 NH1048                          STATION RECOVERY (2002)
 NH1048
 NH1048'RECOVERY NOTE BY US POWER SQUADRON 2002 (EFU)
 NH1048'TANK IS MISSING BUT 4 LEGGED TUBULAR STEEL STRUCTURE FOR HOLDING TANK
 NH1048'TANK REMAINS AS OF DATE OF INSPECTION, 12,22,2002.  GPS COORDINATES OF
 NH1048'THE REMAINING TANK SITE ARE-LAT. 42 DEG.S 20' 01.2''N AND LONG.   088
 NH1048'DEG.S 02' 28.02''W.  I EXPECT THE LEGS WILL SOON BE TORN DOWN AND A
 NH1048'REPLACEMENT SIGHT SHOULD BE OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1043 ***********************************************************************
 NH1043  DESIGNATION -  GRAYS LAKE GELATIN CO STACK
 NH1043  PID         -  NH1043
 NH1043  STATE/COUNTY-  IL/LAKE
 NH1043  USGS QUAD   -  GRAYSLAKE (1993)
 NH1043
 NH1043                         *CURRENT SURVEY CONTROL
 NH1043  ___________________________________________________________________
 NH1043* NAD 83(1997)-  42 20 47.21670(N)    088 02 20.97093(W)     ADJUSTED  
 NH1043* NAVD 88     -                                                        
 NH1043  ___________________________________________________________________
 NH1043  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 NH1043  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 NH1043
 NH1043  HORZ ORDER  -  THIRD
 NH1043
 NH1043.The horizontal coordinates were established by classical geodetic methods
 NH1043.and adjusted by the National Geodetic Survey in October 1999..
 NH1043
 NH1043
 NH1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1043
 NH1043.The geoid height was determined by GEOID03.
 NH1043
 NH1043;                    North         East     Units Scale Factor Converg.
 NH1043;SPC IL E     -   630,625.967   324,239.355   MT  0.99998223   +0 11 53.4
 NH1043;SPC IL E     - 2,068,978.69  1,063,775.28   sFT  0.99998223   +0 11 53.4
 NH1043;UTM  16      - 4,688,766.113   414,407.308   MT  0.99969014   -0 42 00.1
 NH1043
 NH1043                          SUPERSEDED SURVEY CONTROL
 NH1043
 NH1043  NAD 83(1997)-  42 20 47.21663(N)    088 02 20.97130(W) AD(       ) 4
 NH1043  NAD 83(1997)-  42 20 47.21642(N)    088 02 20.97904(W) AD(       ) 4
 NH1043  NAD 83(1986)-  42 20 47.21637(N)    088 02 20.98472(W) AD(       ) 4
 NH1043  NAD 27      -  42 20 47.13400(N)    088 02 20.70100(W) AD(       ) 3
 NH1043
 NH1043.Superseded values are not recommended for survey control.
 NH1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1043.See file dsdata.txt to determine how the superseded data were derived.
 NH1043
 NH1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1440788766(NAD 83)
 NH1043_MARKER: 63 = STACK
 NH1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1043+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 NH1043
 NH1043  HISTORY     - Date     Condition        Report By
 NH1043  HISTORY     - 1944     FIRST OBSERVED   CGS
 NH1043  HISTORY     - 1946     GOOD             CGS
 NH1043  HISTORY     - 1966     GOOD             CGS
 NH1043  HISTORY     - 19940519 GOOD             USPSQD
 NH1043  HISTORY     - 19960505 GOOD             USPSQD
 NH1043  HISTORY     - 19981211 GOOD             USPSQD
 NH1043  HISTORY     - 20030427 GOOD             USPSQD
 NH1043
 NH1043                          STATION DESCRIPTION
 NH1043
 NH1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 NH1043'STATION IS LOCATED IN THE VILLAGE OF GRAYS LAKE, AT THE GRAYS
 NH1043'LAKE GELATIN COMPANY.  IT IS SITUATED AT THE N END OF RAILROAD
 NH1043'AVENUE, ON THE E SIDE OF THE TRACKS OF THE SOO LINE, AND
 NH1043'0.2 MILE N OF CENTER AVENUE.
 NH1043'
 NH1043'THE STACK IS OF YELLOW BRICK CONSTRUCTION AND ABOUT 150 FEET
 NH1043'IN HEIGHT.  IT WAS ERECTED IN 1911.  IN 1939 A 25-FOOT EXTENSION
 NH1043'WAS CONSTRUCTED AT THE TOP.  THE POINT SIGHTED UPON WAS THE
 NH1043'CENTER OF THE STACK.
 NH1043'
 NH1043'THE STACK WAS LOCATED BY INTERSECTION FROM TRIANGULATION
 NH1043'STATIONS ANTIOCH 2 1935, SPAULDING 1935, FREMONT 2, AND
 NH1043'SHERIDAN.
 NH1043
 NH1043                          STATION RECOVERY (1946)
 NH1043
 NH1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CDM)
 NH1043'STATION WAS OBSERVED AS DESCRIBED.
 NH1043
 NH1043                          STATION RECOVERY (1966)
 NH1043
 NH1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1043'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NH1043
 NH1043                          STATION RECOVERY (1994)
 NH1043
 NH1043'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1043'RECOVERED IN GOOD CONDITION.
 NH1043
 NH1043                          STATION RECOVERY (1996)
 NH1043
 NH1043'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1043'RECOVERED IN GOOD CONDITION.
 NH1043
 NH1043                          STATION RECOVERY (1998)
 NH1043
 NH1043'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1043'RECOVERED IN GOOD CONDITION.
 NH1043
 NH1043                          STATION RECOVERY (2003)
 NH1043
 NH1043'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLH)
 NH1043'LOCATED ON PRIVATE PROPERTY AS INDICATED EXCEPT THE RAILROAD TRACKS
 NH1043'ARE NOW WISCONSIN CENTRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1045 ***********************************************************************
 NH1045  DESIGNATION -  GRAYS LAKE MUNICIPAL TANK
 NH1045  PID         -  NH1045
 NH1045  STATE/COUNTY-  IL/LAKE
 NH1045  USGS QUAD   -  GRAYSLAKE (1993)
 NH1045
 NH1045                         *CURRENT SURVEY CONTROL
 NH1045  ___________________________________________________________________
 NH1045* NAD 83(1997)-  42 20 45.14870(N)    088 02 25.86628(W)     ADJUSTED  
 NH1045* NAVD 88     -                                                        
 NH1045  ___________________________________________________________________
 NH1045  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 NH1045  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 NH1045
 NH1045  HORZ ORDER  -  THIRD
 NH1045
 NH1045.The horizontal coordinates were established by classical geodetic methods
 NH1045.and adjusted by the National Geodetic Survey in October 1999..
 NH1045
 NH1045
 NH1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1045
 NH1045.The geoid height was determined by GEOID03.
 NH1045
 NH1045;                    North         East     Units Scale Factor Converg.
 NH1045;SPC IL E     -   630,561.772   324,127.528   MT  0.99998216   +0 11 50.1
 NH1045;SPC IL E     - 2,068,768.08  1,063,408.40   sFT  0.99998216   +0 11 50.1
 NH1045;UTM  16      - 4,688,703.698   414,294.522   MT  0.99969038   -0 42 03.4
 NH1045
 NH1045                          SUPERSEDED SURVEY CONTROL
 NH1045
 NH1045  NAD 83(1997)-  42 20 45.14865(N)    088 02 25.86664(W) AD(       ) 4
 NH1045  NAD 83(1997)-  42 20 45.14823(N)    088 02 25.87468(W) AD(       ) 4
 NH1045  NAD 83(1986)-  42 20 45.14831(N)    088 02 25.87988(W) AD(       ) 4
 NH1045  NAD 27      -  42 20 45.06900(N)    088 02 25.59200(W) AD(       ) 3
 NH1045
 NH1045.Superseded values are not recommended for survey control.
 NH1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1045.See file dsdata.txt to determine how the superseded data were derived.
 NH1045
 NH1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1429588704(NAD 83)
 NH1045_MARKER: 53 = ELEVATED TANK
 NH1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1045+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 NH1045
 NH1045  HISTORY     - Date     Condition        Report By
 NH1045  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1045  HISTORY     - 1946     GOOD             CGS
 NH1045  HISTORY     - 1954     GOOD             CGS
 NH1045  HISTORY     - 1966     GOOD             CGS
 NH1045  HISTORY     - 19940519 GOOD             USPSQD
 NH1045  HISTORY     - 19950429 GOOD             USPSQD
 NH1045  HISTORY     - 19960505 GOOD             USPSQD
 NH1045  HISTORY     - 19981211 GOOD             USPSQD
 NH1045  HISTORY     - 20030427 GOOD             USPSQD
 NH1045
 NH1045                          STATION DESCRIPTION
 NH1045
 NH1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1045'THIS STATION IS THE TALL SQUAT SILVER MUNICIPAL TANK IN THE
 NH1045'VILLAGE OF GRAYS LAKE, ILLINOIS.  IT IS LOCATED ABOUT 175
 NH1045'FEET NORTH OF THE CENTERLINE OF E. HAWLEY STREET, AND ABOUT
 NH1045'50 FEET WEST OF A LINE PROJECTED NORTH FROM THE CENTERLINE
 NH1045'OF N. WHITNEY STREET.  THE TANK WAS ERECTED IN 1914.  IT
 NH1045'IS QUITE PROMINENT.
 NH1045'
 NH1045'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 NH1045'OVAL SECTION EXTENDS DOWNWARD ABOUT 10 FEET.  THE VERTICAL
 NH1045'SECTION IS ABOUT 25 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 NH1045'ITS BASE, AND THE WORDS GRAYS LAKE PAINTED IN BLACK LETTERS
 NH1045'ON THE NORTH AND SOUTH SIDES.  THE FLAT CONICAL ROOF HAS A BALL
 NH1045'AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 150 FEET.
 NH1045
 NH1045                          STATION RECOVERY (1946)
 NH1045
 NH1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CDM)
 NH1045'POSITION GIVEN FOR GRAYS LAKE MUN. TANK PLOTS AT POSITION
 NH1045'OF TANK AT AND PAINTED, ROUND LAKE.  TANK PAINTED GRAYS LAKE
 NH1045'IS IN VILLAGE OF GRAYS LAKE.
 NH1045
 NH1045                          STATION RECOVERY (1954)
 NH1045
 NH1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1045'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NH1045'THE OLD DESCRIPTION IS ADEQUATE.
 NH1045
 NH1045                          STATION RECOVERY (1966)
 NH1045
 NH1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1045'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 NH1045'AT THIS TIME.
 NH1045
 NH1045                          STATION RECOVERY (1994)
 NH1045
 NH1045'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1045'RECOVERED IN GOOD CONDITION.
 NH1045
 NH1045                          STATION RECOVERY (1995)
 NH1045
 NH1045'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1045'RECOVERED IN GOOD CONDITION.
 NH1045
 NH1045                          STATION RECOVERY (1996)
 NH1045
 NH1045'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1045'RECOVERED IN GOOD CONDITION.
 NH1045
 NH1045                          STATION RECOVERY (1998)
 NH1045
 NH1045'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1045'RECOVERED IN GOOD CONDITION.
 NH1045
 NH1045                          STATION RECOVERY (2003)
 NH1045
 NH1045'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLH)
 NH1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2068 ***********************************************************************
 JA2068  DESIGNATION -  GRAYVILLE MUNICIPAL TANK
 JA2068  PID         -  JA2068
 JA2068  STATE/COUNTY-  IL/WHITE
 JA2068  USGS QUAD   -  GRAYVILLE (1980)
 JA2068
 JA2068                         *CURRENT SURVEY CONTROL
 JA2068  ___________________________________________________________________
 JA2068* NAD 83(1997)-  38 15 29.47378(N)    087 59 58.68087(W)     ADJUSTED  
 JA2068* NAVD 88     -                                                        
 JA2068  ___________________________________________________________________
 JA2068  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 JA2068  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JA2068
 JA2068  HORZ ORDER  -  THIRD
 JA2068
 JA2068.The horizontal coordinates were established by classical geodetic methods
 JA2068.and adjusted by the National Geodetic Survey in October 1999..
 JA2068
 JA2068
 JA2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2068
 JA2068.The geoid height was determined by GEOID03.
 JA2068
 JA2068;                    North         East     Units Scale Factor Converg.
 JA2068;SPC IL E     -   176,685.296   329,205.923   MT  0.99998550   +0 12 23.9
 JA2068;SPC IL E     -   579,675.01  1,080,069.77   sFT  0.99998550   +0 12 23.9
 JA2068;SPC IN W     -   334,548.663   819,803.945   MT  1.00004584   -0 34 02.7
 JA2068;SPC IN W     - 1,097,598.41  2,689,640.11   sFT  1.00004584   -0 34 02.7
 JA2068;UTM  16      - 4,234,934.492   412,542.392   MT  0.99969420   -0 37 08.5
 JA2068
 JA2068                          SUPERSEDED SURVEY CONTROL
 JA2068
 JA2068  NAD 83(1997)-  38 15 29.47378(N)    087 59 58.68100(W) AD(       ) 4
 JA2068  NAD 83(1997)-  38 15 29.48287(N)    087 59 58.67892(W) AD(       ) 4
 JA2068  NAD 83(1986)-  38 15 29.48480(N)    087 59 58.68072(W) AD(       ) 4
 JA2068  NAD 27      -  38 15 29.31895(N)    087 59 58.56469(W) AD(       ) 3
 JA2068
 JA2068.Superseded values are not recommended for survey control.
 JA2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2068.See file dsdata.txt to determine how the superseded data were derived.
 JA2068
 JA2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1254234934(NAD 83)
 JA2068_MARKER: 53 = ELEVATED TANK
 JA2068
 JA2068  HISTORY     - Date     Condition        Report By
 JA2068  HISTORY     - 1961     FIRST OBSERVED   CGS
 JA2068  HISTORY     - 1967     GOOD             CGS
 JA2068
 JA2068                          STATION DESCRIPTION
 JA2068
 JA2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2068'THE STATION IS LOCATED IN THE WEST PART OF GRAYVILLE AND ABOUT 200
 JA2068'FEET NORTHWEST OF
 JA2068'THE CORNER OF W NORTH STREET AND SECOND STREET.
 JA2068'
 JA2068'IT IS A STEEL STRUCTURE HAVING 4 LEGS, PAINTED SILVER AND
 JA2068'APPROXIMATELY 80 FEET HIGH.
 JA2068'
 JA2068'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TANK.
 JA2068
 JA2068                          STATION RECOVERY (1967)
 JA2068
 JA2068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2068'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2069 ***********************************************************************
 JA2069  DESIGNATION -  GRAYVILLE SCHOENHEIT RAD MAST
 JA2069  PID         -  JA2069
 JA2069  STATE/COUNTY-  IL/EDWARDS
 JA2069  USGS QUAD   -  GRAYVILLE (1980)
 JA2069
 JA2069                         *CURRENT SURVEY CONTROL
 JA2069  ___________________________________________________________________
 JA2069* NAD 83(1997)-  38 16 16.75496(N)    087 59 42.68119(W)     ADJUSTED  
 JA2069* NAVD 88     -                                                        
 JA2069  ___________________________________________________________________
 JA2069  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 JA2069  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JA2069
 JA2069  HORZ ORDER  -  THIRD
 JA2069
 JA2069.The horizontal coordinates were established by classical geodetic methods
 JA2069.and adjusted by the National Geodetic Survey in October 1999..
 JA2069
 JA2069
 JA2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2069
 JA2069.The geoid height was determined by GEOID03.
 JA2069
 JA2069;                    North         East     Units Scale Factor Converg.
 JA2069;SPC IL E     -   178,144.534   329,589.572   MT  0.99998578   +0 12 34.0
 JA2069;SPC IL E     -   584,462.53  1,081,328.45   sFT  0.99998578   +0 12 34.0
 JA2069;SPC IN W     -   336,002.671   820,207.300   MT  1.00004505   -0 33 53.4
 JA2069;SPC IN W     - 1,102,368.76  2,690,963.45   sFT  1.00004505   -0 33 53.4
 JA2069;UTM  16      - 4,236,387.625   412,946.915   MT  0.99969333   -0 36 59.2
 JA2069
 JA2069                          SUPERSEDED SURVEY CONTROL
 JA2069
 JA2069  NAD 83(1997)-  38 16 16.75501(N)    087 59 42.68125(W) AD(       ) 4
 JA2069  NAD 83(1997)-  38 16 16.76393(N)    087 59 42.67910(W) AD(       ) 4
 JA2069  NAD 83(1986)-  38 16 16.76582(N)    087 59 42.68089(W) AD(       ) 4
 JA2069  NAD 27      -  38 16 16.60126(N)    087 59 42.56559(W) AD(       ) 3
 JA2069
 JA2069.Superseded values are not recommended for survey control.
 JA2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2069.See file dsdata.txt to determine how the superseded data were derived.
 JA2069
 JA2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH1294736388(NAD 83)
 JA2069_MARKER: 42 = RADIO/TV MAST
 JA2069
 JA2069  HISTORY     - Date     Condition        Report By
 JA2069  HISTORY     - 1961     FIRST OBSERVED   CGS
 JA2069  HISTORY     - 1967     GOOD             CGS
 JA2069
 JA2069                          STATION DESCRIPTION
 JA2069
 JA2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JA2069'THE STATION IS LOCATED IN THE NORTH PART OF GRAYVILLE AND ABOUT 200
 JA2069'FEET WEST OF STATE HIGHWAY
 JA2069'1.  IT IS A STEEL STRUCTURE, PAINTED ORANGE AND
 JA2069'WHITE AND APPROXIMATELY 350 FEET HIGH.
 JA2069'
 JA2069'THE POINT INTERSECTED WAS THE RED LIGHT AT TOP OF MAST.
 JA2069'
 JA2069'TO REACH FROM THE JUNCTION OF NORTH STREET AND COURT STREET IN
 JA2069'GRAYVILLE, GO NORTH ON
 JA2069'COURT STREET (STATE HIGHWAY 1) FOR 0.9 MILE TO THE MAST ON
 JA2069'THE LEFT.
 JA2069
 JA2069                          STATION RECOVERY (1967)
 JA2069
 JA2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2069'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8927 ***********************************************************************
 DE8927  DESIGNATION -  GRE MAINT
 DE8927  PID         -  DE8927
 DE8927  STATE/COUNTY-  IL/CUMBERLAND
 DE8927  USGS QUAD   -  GREENUP (1985)
 DE8927
 DE8927                         *CURRENT SURVEY CONTROL
 DE8927  ___________________________________________________________________
 DE8927* NAD 83(1997)-  39 14 28.24253(N)    088 10 01.67322(W)     ADJUSTED  
 DE8927* NAVD 88     -       179.7    (meters)     590.     (feet)  GPS OBS   
 DE8927  ___________________________________________________________________
 DE8927  X           -     158,211.055 (meters)                     COMP
 DE8927  Y           -  -4,944,017.077 (meters)                     COMP
 DE8927  Z           -   4,013,183.072 (meters)                     COMP
 DE8927  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 DE8927  ELLIP HEIGHT-         147.67  (meters)          (12/06/04) GPS OBS
 DE8927  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE8927
 DE8927  HORZ ORDER  -  FIRST
 DE8927  ELLP ORDER  -  FOURTH    CLASS I
 DE8927
 DE8927.The horizontal coordinates were established by GPS observations
 DE8927.and adjusted by the National Geodetic Survey in December 2002..
 DE8927
 DE8927.The orthometric height was determined by GPS observations and a
 DE8927.high-resolution geoid model.
 DE8927
 DE8927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8927
 DE8927.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8927
 DE8927.The ellipsoidal height was determined by GPS observations
 DE8927.and is referenced to NAD 83.
 DE8927
 DE8927.The geoid height was determined by GEOID03.
 DE8927
 DE8927;                    North         East     Units Scale Factor Converg.
 DE8927;SPC IL E     -   285,765.638   314,348.112   MT  0.99997753   +0 06 18.5
 DE8927;SPC IL E     -   937,549.43  1,031,323.76   sFT  0.99997753   +0 06 18.5
 DE8927;UTM  16      - 4,344,189.969   399,278.629   MT  0.99972491   -0 44 18.1
 DE8927
 DE8927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8927!SPC IL E     -   0.99997683  x   0.99997753  =   0.99995436
 DE8927!UTM  16      -   0.99997683  x   0.99972491  =   0.99970175
 DE8927
 DE8927                          SUPERSEDED SURVEY CONTROL
 DE8927
 DE8927  ELLIP H (12/18/02)  147.68   (m)                       GP(       ) 4 2
 DE8927
 DE8927.Superseded values are not recommended for survey control.
 DE8927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8927.See file dsdata.txt to determine how the superseded data were derived.
 DE8927
 DE8927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9927944190(NAD 83)
 DE8927_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE8927_SETTING: 0 = UNSPECIFIED SETTING
 DE8927_STAMPING: GRE MAINT
 DE8927_MARK LOGO: ILDT  
 DE8927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8927+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8927
 DE8927  HISTORY     - Date     Condition        Report By
 DE8927  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8927
 DE8927                          STATION DESCRIPTION
 DE8927
 DE8927'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8927'THE STATION IS  LOCATED AT THE ILLINOIS DEPARTMENT OF
 DE8927'TRANSPORTATION - GREENUP  STORAGE FACILITY,  403 WEST ROUTE 40
 DE8927'GREENUP   -  ILLINOIS . CALL  217.923.3208  FOR ACCESS INFORMATION
 DE8927'(NORMAL OPERATING HOURS ARE 7-30 AM  UNTIL 4-00 PM - HOURS MAY
 DE8927'CHANGE DUE TO SEASONAL CONSIDERATIONS). FACILITY FAX NUMBER IS
 DE8927'217.923.3219
 DE8927' 
 DE8927'THE STATION IS LOCATED AT GREENUP .   TO REACH FROM THE JUNCTION
 DE8927'AT THE U.S. ROUTE 40 AND STATE ROUTE 130,  GO WEST ON U.S.  ROUTE
 DE8927'40  ABOUT 0.6 MI ( 1.0 KM ) TO THE CROSS ROAD S JEFFERSON RD., TURN
 DE8927'LEFT GO SOUTH  ON  S. JEFFERSON RD. ABOUT 500 FT TO ENTRANCE
 DE8927'STORAGE FACILITY.   THE STATION IS  ON THE RIGHT TO THE ENTRANCE.   IT
 DE8927'IS  31.0 FT  SOUTHWEST OF THE CENTER OF THE ENTRANCE  ROAD ,  72.0 FT
 DE8927'SOUTHEAST OF THE CENTER OF THE U.S. ROUTE 40, 15.0 FT SOUTHEAST OF
 DE8927'THE FENCE LINE, 24.7 FT SOUTHWEST OF THE FACE OF WEST GATE POST,
 DE8927'36.1 FT SOUTHEAST OF THE NAIL AND BOTTLE CAP. IN THE SOUTH  SIDE OF A
 DE8927'POLE , 47.0 FT NORTHEAST OF THE NORTHEAST CORNER OF FOUNDATION,
 DE8927'90.6 FT WEST OF THE NORTHWEST CORNER OF THE OFFICE.
 DE8927' 
 DE8927'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE8927'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE8927'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE8927'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE8927'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTH IS OUTSIDE AND
 DE8927'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE8927'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE8927'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE8927'A PUNCHED DATUM POINT.
 DE8927' 
 DE8927' 
 DE8927'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8954 ***********************************************************************
 DE8954  DESIGNATION -  GRE MAINT AZ
 DE8954  PID         -  DE8954
 DE8954  STATE/COUNTY-  IL/CUMBERLAND
 DE8954  USGS QUAD   -  GREENUP (1985)
 DE8954
 DE8954                         *CURRENT SURVEY CONTROL
 DE8954  ___________________________________________________________________
 DE8954* NAD 83(1997)-  39 14 39.00250(N)    088 09 31.48498(W)     ADJUSTED  
 DE8954* NAVD 88     -       182.0    (meters)     597.     (feet)  GPS OBS   
 DE8954  ___________________________________________________________________
 DE8954  X           -     158,927.957 (meters)                     COMP
 DE8954  Y           -  -4,943,785.853 (meters)                     COMP
 DE8954  Z           -   4,013,441.536 (meters)                     COMP
 DE8954  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DE8954  ELLIP HEIGHT-         149.99  (meters)          (12/06/04) GPS OBS
 DE8954  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DE8954
 DE8954  HORZ ORDER  -  FIRST
 DE8954  ELLP ORDER  -  FOURTH    CLASS I
 DE8954
 DE8954.The horizontal coordinates were established by GPS observations
 DE8954.and adjusted by the National Geodetic Survey in December 2002..
 DE8954
 DE8954.The orthometric height was determined by GPS observations and a
 DE8954.high-resolution geoid model.
 DE8954
 DE8954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8954
 DE8954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8954
 DE8954.The ellipsoidal height was determined by GPS observations
 DE8954.and is referenced to NAD 83.
 DE8954
 DE8954.The geoid height was determined by GEOID03.
 DE8954
 DE8954;                    North         East     Units Scale Factor Converg.
 DE8954;SPC IL E     -   286,098.818   315,071.398   MT  0.99997780   +0 06 37.6
 DE8954;SPC IL E     -   938,642.54  1,033,696.74   sFT  0.99997780   +0 06 37.6
 DE8954;UTM  16      - 4,344,512.383   400,006.558   MT  0.99972311   -0 43 59.2
 DE8954
 DE8954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8954!SPC IL E     -   0.99997647  x   0.99997780  =   0.99995427
 DE8954!UTM  16      -   0.99997647  x   0.99972311  =   0.99969958
 DE8954
 DE8954                          SUPERSEDED SURVEY CONTROL
 DE8954
 DE8954  ELLIP H (12/18/02)  149.99   (m)                       GP(       ) 4 2
 DE8954
 DE8954.Superseded values are not recommended for survey control.
 DE8954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8954.See file dsdata.txt to determine how the superseded data were derived.
 DE8954
 DE8954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0000744512(NAD 83)
 DE8954_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE8954_SETTING: 0 = UNSPECIFIED SETTING
 DE8954_STAMPING: GRE MAINT AZ
 DE8954_MARK LOGO: ILDT  
 DE8954_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8954+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8954
 DE8954  HISTORY     - Date     Condition        Report By
 DE8954  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8954
 DE8954                          STATION DESCRIPTION
 DE8954
 DE8954'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8954'THE STATION IS  LOCATED  0.3 MI ( 0.5 KM ) AT THE ILLINOIS DEPARTMENT
 DE8954'OF
 DE8954'TRANSPORTATION - GREENUP  STORAGE FACILITY,  403 WEST ROUTE 40
 DE8954'GREENUP   -  ILLINOIS .
 DE8954' 
 DE8954'THE STATION IS LOCATED AT GREENUP .   TO REACH FROM THE JUNCTION
 DE8954'AT THE U.S. ROUTE 40 AND STATE ROUTE 130,  GO WEST ON U.S.  ROUTE
 DE8954'40  ABOUT 0.3 MI ( 0.5  KM ) ,  THE STATION IS  ON THE LEFT.   IT IS
 DE8954'52.0 FT
 DE8954'SOUTH OF THE CENTER OF THE  U.S. ROUTE 40, 126.56 FT NORTH OF THE
 DE8954'CENTER OF THE YORK RD. ,  117.9 FT NORTHWEST OF THE CONCRETE
 DE8954'RIGHT-OF-WAY MARKER, 7.8 FT SOUTHEAST OF THE  SURVEY MARKER .
 DE8954' 
 DE8954'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE8954'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE8954'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE8954'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE8954'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTHS IS OUTSIDE AND
 DE8954'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE8954'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE8954'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE8954'A PUNCHED DATUM POINT.
 DE8954' 
 DE8954' 
 DE8954'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1689 ***********************************************************************
 NH1689  DESIGNATION -  GREATER 2
 NH1689  PID         -  NH1689
 NH1689  STATE/COUNTY-  IL/WINNEBAGO
 NH1689  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH1689
 NH1689                         *CURRENT SURVEY CONTROL
 NH1689  ___________________________________________________________________
 NH1689* NAD 83(1986)-  42 12 03.     (N)    089 05 45.     (W)     SCALED    
 NH1689* NAVD 88     -       221.49   (meters)     726.7    (feet)  RESET     
 NH1689  ___________________________________________________________________
 NH1689  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH1689
 NH1689  VERT ORDER  -  THIRD
 NH1689
 NH1689.This mark is at Greater Rockford Airport (RFD)
 NH1689
 NH1689.The horizontal coordinates were scaled from a topographic map and have
 NH1689.an estimated accuracy of +/- 6 seconds.
 NH1689
 NH1689.The orthometric height was computed from unverified reset data.
 NH1689.No vertical observational check was made to the station.
 NH1689
 NH1689.The geoid height was determined by GEOID03.
 NH1689
 NH1689;                    North         East    Units  Estimated Accuracy
 NH1689;SPC IL W     -   614,940.      788,440.      MT  (+/- 180 meters Scaled)
 NH1689
 NH1689                          SUPERSEDED SURVEY CONTROL
 NH1689
 NH1689  NGVD 29 (03/28/06)  221.54   (m)          726.8    (f) RESET       3  
 NH1689
 NH1689.Superseded values are not recommended for survey control.
 NH1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1689.See file dsdata.txt to determine how the superseded data were derived.
 NH1689
 NH1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269742(NAD 83)
 NH1689_MARKER: DH = HORIZONTAL CONTROL DISK
 NH1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1689_SP_SET: CONCRETE POST
 NH1689_STAMPING: GREATER 2 1987
 NH1689_MARK LOGO: NGS   
 NH1689_PROJECTION: PROJECTING 3 CENTIMETERS
 NH1689_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1689+STABILITY: SURFACE MOTION
 NH1689
 NH1689  HISTORY     - Date     Condition        Report By
 NH1689  HISTORY     - 1987     MONUMENTED       NGS
 NH1689  HISTORY     - 19870427 GOOD             NGS
 NH1689  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH1689
 NH1689                          STATION DESCRIPTION
 NH1689
 NH1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NH1689'IN ROCKFORD.
 NH1689'LOCATED IN SEC. 14, R1E, T43N AT THE GREATER ROCKFORD AIRPORT.  TO
 NH1689'REACH FROM THE JUNCTION OF AIRPORT DRIVE AND THE WEST ENTRANCE TO THE
 NH1689'AIRPORT TERMINAL BUILDING, GO SOUTH ON WEST ENTRANCE ROAD FOR 0.16 KM
 NH1689'(0.10 MI) TO WHERE CHAIN LINK FENCE ALONG WEST SIDE OF ENTRANCE ROAD
 NH1689'TURNS RIGHT, WEST, TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) TO A
 NH1689'GATE AND THE MARK ON RIGHT, 94.48 M (310.0 FT) WEST FROM THE WEST
 NH1689'ENTRANCE DOOR OF NEW TERMINAL, 23.6 M (77.4 FT) NORTH-NORTHEAST FROM
 NH1689'THE NORTHEAST CORNER OF THE HARTZOG FLIGHT TERMINAL HANGER, 34.7 M
 NH1689'(113.8 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A HANGER, 21.3 M
 NH1689'(69.9 FT) WEST-SOUTHWEST FROM THE CONCRETE ABUTMENT HOLDING THE
 NH1689'NOAA/AIRPORT WEATHER EQUIPMENT, 6.4 M (21.0 FT) EAST FROM THE
 NH1689'NORTHWEST GATE POST OF FENCE AND 0.61 M (2.0 FT) NORTH FROM AN
 NH1689'EAST-WEST FENCE LINE.
 NH1689
 NH1689                          STATION RECOVERY (1987)
 NH1689
 NH1689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RLR)
 NH1689'THE STATION IS LOCATED AT THE GREATER ROCKFORD AIRPORT TO THE N SIDE
 NH1689'OF A CHAIN LINK FENCE AND THE ENTRANCE GATE TO SCHNECK AND T HANGER
 NH1689'AND AT THE W SIDE OF THE MAIN TERMINAL BUILDING.  ONWERSHIP GREATER
 NH1689'ROCKFORD AIRPORT PERMISSION WAS OBTAINED FROM MR GENE GRIFFEY, GROUNDS
 NH1689'AND MAINTENANCE SUPERINTENDANT.  TO REACH THE STATION FROM THE
 NH1689'JUNCTION OF AIRPORT DRIVE AND THE W ENTRANCE TO THE AIRPORT TERMINAL
 NH1689'BUILDING, GO S ON W ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO WHERE CHAIN
 NH1689'LINK FENCE ALONG W SIDE OF ENTRANCE ROAD TURNS RIGHT, W. TURN RIGHT
 NH1689'AND GO W FOR 0.08 KM (0.05 MI) TO A GATE AND STATION ON RIGHT AS
 NH1689'DESCRIBED.
 NH1689' 
 NH1689'THE STATION IS STANDARD NGS DISK STAMPED---GREATER 2 1987---, SET INTO
 NH1689'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10 INCHES) IN DIAMETER,
 NH1689'PROJECTING 3 CM (1 INCH) ABOVE THE GROUND.  THE STATION IS LOCATED
 NH1689'94.488 METERS (309.999 FT) W FROM THE W ENTRANCE DOOR OF NEW TERMINAL
 NH1689'BUILDING, 23.622 METERS (77.500 FT) NNE FROM THE NE CORNER OF THE
 NH1689'HARTZOG FLIGHT TERMINAL HANGER, 34.747 METERS (113.999 FT) SE FOM THE
 NH1689'SE CORNER OF A HANGER, 21.336 METERS (70.000 FT) WSW FROM THE CONCRETE
 NH1689'ABUTMENT HOLDING NOAA/AIRPORT WEATHER EQUIPMENT, 0.610 METERS (2.001
 NH1689'FT) N FROM A E-W FENCE LINE AND 6.40 METERS (21.00 FT) E FROM THE NW
 NH1689'GATE POST.  AZ MK NO 1, IS STANDARD NGS DISK STAMPED---GREATER
 NH1689'1954---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 36 CM (12
 NH1689'INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 15.240
 NH1689'METERS (50.000 FT) NW FROM THE CENTER OF AIRPORT DRIVE, 2.743 METERS
 NH1689'(8.999 FT) NE FROM A 24 INCH OAK TREE AND 0.305 METERS (1.001 FT) SW
 NH1689'FROM A METAL WITNESS POST.  TO REACH THE AZ MK FROM THE W ENTRANCE TO
 NH1689'AIRPORT TERMINAL, GO E ALONG AIRPORT DRIVE FOR 0.48 KM (0.30 MI) TO
 NH1689'MARK ON LEFT AS DESCRIBED.
 NH1689
 NH1689                          STATION RECOVERY (1997)
 NH1689
 NH1689'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0597 ***********************************************************************
 NH0597  DESIGNATION -  GREATER AZ MK
 NH0597  PID         -  NH0597
 NH0597  STATE/COUNTY-  IL/WINNEBAGO
 NH0597  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0597
 NH0597                         *CURRENT SURVEY CONTROL
 NH0597  ___________________________________________________________________
 NH0597* NAD 83(1986)-  42 12 17.     (N)    089 05 35.     (W)     SCALED    
 NH0597* NAVD 88     -       224.277  (meters)     735.82   (feet)  ADJUSTED  
 NH0597  ___________________________________________________________________
 NH0597  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH0597  DYNAMIC HT  -         224.205 (meters)     735.58  (feet)  COMP
 NH0597  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 NH0597
 NH0597  VERT ORDER  -  FIRST     CLASS II
 NH0597
 NH0597.This mark is at Greater Rockford Airport (RFD)
 NH0597
 NH0597.The horizontal coordinates were scaled from a topographic map and have
 NH0597.an estimated accuracy of +/- 6 seconds.
 NH0597
 NH0597.The orthometric height was determined by differential leveling
 NH0597.and adjusted by the National Geodetic Survey in June 1991..
 NH0597
 NH0597.The geoid height was determined by GEOID03.
 NH0597
 NH0597.The dynamic height is computed by dividing the NAVD 88
 NH0597.geopotential number by the normal gravity value computed on the
 NH0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0597.degrees latitude (g = 980.6199 gals.).
 NH0597
 NH0597.The modeled gravity was interpolated from observed gravity values.
 NH0597
 NH0597;                    North         East    Units  Estimated Accuracy
 NH0597;SPC IL W     -   615,380.      788,660.      MT  (+/- 180 meters Scaled)
 NH0597
 NH0597                          SUPERSEDED SURVEY CONTROL
 NH0597
 NH0597  NGVD 29 (??/??/92)  224.332  (m)          736.00   (f) ADJ UNCH    1 2
 NH0597
 NH0597.Superseded values are not recommended for survey control.
 NH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0597.See file dsdata.txt to determine how the superseded data were derived.
 NH0597
 NH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM272746(NAD 83)
 NH0597_MARKER: DZ = AZIMUTH MARK DISK
 NH0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0597_STAMPING: GREATER 1954
 NH0597_MARK LOGO: CGS   
 NH0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0597+STABILITY: SURFACE MOTION
 NH0597
 NH0597  HISTORY     - Date     Condition        Report By
 NH0597  HISTORY     - 1954     MONUMENTED       CGS
 NH0597  HISTORY     - 1960     GOOD             NGS
 NH0597  HISTORY     - 1969     GOOD             NGS
 NH0597  HISTORY     - 1972     GOOD             NGS
 NH0597  HISTORY     - 1984     GOOD             NGS
 NH0597  HISTORY     - 19870427 GOOD             NGS
 NH0597  HISTORY     - 19970316 GOOD             USPSQD
 NH0597
 NH0597                          STATION DESCRIPTION
 NH0597
 NH0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0597'5 MI S FROM ROCKFORD.
 NH0597'ABOUT 5.0 MILES SOUTH OF ROCKFORD, 0.2 MILE NORTHEAST ALONG
 NH0597'AIRPORT ROAD FROM THE ENTRANCE TO GREATER ROCKFORD AIRPORT, IN
 NH0597'S-14, R-1E, T-43N, 50 FEET NORTHWEST OF THE CENTER LINE OF
 NH0597'AIRPORT ROAD, ON TOP OF A 3 1/2-FOOT-HIGH CUT BANK, 9 FEET
 NH0597'NORTHEAST OF A 22-INCH OAK TREE (THE MOST NORTHEASTERLY TREE
 NH0597'OF GROVE OF OAK TREES), 6 1/2 FEET NORTHEAST OF AND ACROSS
 NH0597'AIRPORT ROAD FROM BEING IN LINE WITH THE SOUTHWEST FENCE LINE
 NH0597'OF A STEEL FENCE AROUND A SMALL ONE-STORY RED BRICK BUILDING, 5
 NH0597'FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT 3 1/2 FEET ABOVE
 NH0597'THE LEVEL OF AIRPORT ROAD, AND SET IN TOP OF A CONCRETE POST
 NH0597'FLUSH WITH THE GROUND.  ALSO ABOUT 0.9 MILE SOUTHWEST BY ROADS
 NH0597'FROM BENCH MARK U 222.
 NH0597
 NH0597                          STATION RECOVERY (1969)
 NH0597
 NH0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0597'RECOVERED IN GOOD CONDITION.
 NH0597
 NH0597                          STATION RECOVERY (1972)
 NH0597
 NH0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NH0597'RECOVERED IN GOOD CONDITION.
 NH0597
 NH0597                          STATION RECOVERY (1984)
 NH0597
 NH0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NH0597'RECOVERED IN GOOD CONDITION.
 NH0597
 NH0597                          STATION RECOVERY (1987)
 NH0597
 NH0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RLR)
 NH0597'LOCATED ABOUT 8.0 KM (4.95 MI) S OF CENTER OF ROCKFORD IN SEC-14,
 NH0597'R-1E, T-43N, ALONG AIRPORT DRIVE.  TO REACH THE W ENTRANCE TO THE
 NH0597'GREATER ROCKFORD AIRPORT, GO E ALONG AIRPORT DRIVE FOR 0.48 KM (0.30
 NH0597'MI) TO MARK ON LEFT AND ACROSS THE ROAD FROM BEING IN LINE WITH THE SW
 NH0597'FENCE LINE OF A STEEL FENCE AROUND A SMALL ONE-STORY RED BRICK
 NH0597'BUILDING.  THE STATION IS A STANDARD NGS AZ MK DISK STAMPED---GREATER
 NH0597'1954---, SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, FLUSH
 NH0597'WITH THE GROUND.  IT IS 15.240 METERS (50.000 FT) NW FROM THE CENTER
 NH0597'OF AIRPORT DRIVE, 2.743 METERS (8.999 FT) NE FROM A 24 INCH OAK TREE
 NH0597'AND 0.305 METERS (1.001 FT) SW FROM A METAL WITNESS POST.  A TRAVERSE
 NH0597'CONNECTION WAS MADE TO STATION GREATER 2 1987 USING ELECTRONIC
 NH0597'DISTANCE MEASURING EQUIPMENT.
 NH0597
 NH0597                          STATION RECOVERY (1997)
 NH0597
 NH0597'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0598 ***********************************************************************
 NH0598  DESIGNATION -  GREATER RM 1
 NH0598  PID         -  NH0598
 NH0598  STATE/COUNTY-  IL/WINNEBAGO
 NH0598  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0598
 NH0598                         *CURRENT SURVEY CONTROL
 NH0598  ___________________________________________________________________
 NH0598* NAD 83(1986)-  42 12 03.     (N)    089 05 45.     (W)     SCALED    
 NH0598* NAVD 88     -       222.261  (meters)     729.20   (feet)  ADJUSTED  
 NH0598  ___________________________________________________________________
 NH0598  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH0598  DYNAMIC HT  -         222.189 (meters)     728.97  (feet)  COMP
 NH0598  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 NH0598
 NH0598  VERT ORDER  -  FIRST     CLASS II
 NH0598
 NH0598.This mark is at Greater Rockford Airport (RFD)
 NH0598
 NH0598.The horizontal coordinates were scaled from a topographic map and have
 NH0598.an estimated accuracy of +/- 6 seconds.
 NH0598
 NH0598.The orthometric height was determined by differential leveling
 NH0598.and adjusted by the National Geodetic Survey in June 1991..
 NH0598
 NH0598.The geoid height was determined by GEOID03.
 NH0598
 NH0598.The dynamic height is computed by dividing the NAVD 88
 NH0598.geopotential number by the normal gravity value computed on the
 NH0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0598.degrees latitude (g = 980.6199 gals.).
 NH0598
 NH0598.The modeled gravity was interpolated from observed gravity values.
 NH0598
 NH0598;                    North         East    Units  Estimated Accuracy
 NH0598;SPC IL W     -   614,940.      788,440.      MT  (+/- 180 meters Scaled)
 NH0598
 NH0598                          SUPERSEDED SURVEY CONTROL
 NH0598
 NH0598  NGVD 29 (??/??/92)  222.315  (m)          729.38   (f) ADJ UNCH    1 2
 NH0598
 NH0598.Superseded values are not recommended for survey control.
 NH0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0598.See file dsdata.txt to determine how the superseded data were derived.
 NH0598
 NH0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269742(NAD 83)
 NH0598_MARKER: DR = REFERENCE MARK DISK
 NH0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0598_STAMPING: GREATER NO 1 1954
 NH0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0598+STABILITY: SURFACE MOTION
 NH0598
 NH0598  HISTORY     - Date     Condition        Report By
 NH0598  HISTORY     - 1954     MONUMENTED       CGS
 NH0598  HISTORY     - 1960     GOOD             NGS
 NH0598  HISTORY     - 1969     GOOD             NGS
 NH0598  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0598
 NH0598                          STATION DESCRIPTION
 NH0598
 NH0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0598'5 MI S FROM ROCKFORD.
 NH0598'ABOUT 5.0 MILES SOUTH OF ROCKFORD, AT GREATER ROCKFORD AIRPORT,
 NH0598'IN S-14, R-1E, T-43N, 117 FEET WEST-SOUTHWEST OF THE NORTHWEST
 NH0598'CORNER OF AIRPORT TERMINAL BUILDING, 80.5 FEET EAST-NORTHEAST
 NH0598'OF TRIANGULATION-STATION GREATER, DESCRIBED, 4 FEET WEST OF THE
 NH0598'CENTER OF A CIRCULAR CONCRETE SLAB, 78 1/2 FEET EAST OF THE EAST
 NH0598'EDGE OF A NORTH-SOUTH CONCRETE SIDEWALK, 88 FEET NORTH OF THE
 NH0598'NORTH STEEL FENCE AROUND APRON, ABOUT LEVEL WITH THE CONCRETE
 NH0598'SLAB, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NH0598
 NH0598                          STATION RECOVERY (1969)
 NH0598
 NH0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0598'RECOVERED IN GOOD CONDITION.
 NH0598
 NH0598                          STATION RECOVERY (1997)
 NH0598
 NH0598'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0600 ***********************************************************************
 NH0600  DESIGNATION -  GREATER RM 4
 NH0600  PID         -  NH0600
 NH0600  STATE/COUNTY-  IL/WINNEBAGO
 NH0600  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH0600
 NH0600                         *CURRENT SURVEY CONTROL
 NH0600  ___________________________________________________________________
 NH0600* NAD 83(1986)-  42 12 03.     (N)    089 05 45.     (W)     SCALED    
 NH0600* NAVD 88     -       222.12   (meters)     728.7    (feet)  RESET     
 NH0600  ___________________________________________________________________
 NH0600  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH0600
 NH0600  VERT ORDER  -  THIRD
 NH0600
 NH0600.This mark is at Greater Rockford Airport (RFD)
 NH0600
 NH0600.The horizontal coordinates were scaled from a topographic map and have
 NH0600.an estimated accuracy of +/- 6 seconds.
 NH0600
 NH0600.The orthometric height was computed from unverified reset data.
 NH0600
 NH0600.The geoid height was determined by GEOID03.
 NH0600
 NH0600;                    North         East    Units  Estimated Accuracy
 NH0600;SPC IL W     -   614,940.      788,440.      MT  (+/- 180 meters Scaled)
 NH0600
 NH0600                          SUPERSEDED SURVEY CONTROL
 NH0600
 NH0600.No superseded survey control is available for this station.
 NH0600
 NH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269742(NAD 83)
 NH0600_MARKER: DR = REFERENCE MARK DISK
 NH0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0600_SP_SET: SIDEWALK
 NH0600_STAMPING: GREATER 1954 NO 4 1972
 NH0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0600
 NH0600  HISTORY     - Date     Condition        Report By
 NH0600  HISTORY     - 1972     MONUMENTED       NGS
 NH0600
 NH0600                          STATION DESCRIPTION
 NH0600
 NH0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NH0600'3 MI S FROM ROCKFORD.
 NH0600'LOCATED AT THE GREATER ROCKFORD AIRPORT, ABOUT 200 FEET WEST OF
 NH0600'THE NORTHWEST CORNER OF THE AIRPORT ADMINISTRATION BUILDING, SET
 NH0600'IN DRILL HOLE IN CONCRETE SIDEWALK SURROUNDING A GRASSY AREA, 25
 NH0600'FEET SOUTHWEST OF A METAL STORM DRAIN COVER, 63 FEET SOUTH OF
 NH0600'A FIRE HYDRANT, 5 FEET EAST OF EAST CURB OF PARKING LOT AND 6
 NH0600'INCHES WEST OF THE EAST EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1690 ***********************************************************************
 NH1690  DESIGNATION -  GREATER RM 5
 NH1690  PID         -  NH1690
 NH1690  STATE/COUNTY-  IL/WINNEBAGO
 NH1690  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH1690
 NH1690                         *CURRENT SURVEY CONTROL
 NH1690  ___________________________________________________________________
 NH1690* NAD 83(1986)-  42 12 03.     (N)    089 05 45.     (W)     SCALED    
 NH1690* NAVD 88     -       222.39   (meters)     729.6    (feet)  RESET     
 NH1690  ___________________________________________________________________
 NH1690  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH1690
 NH1690  VERT ORDER  -  THIRD
 NH1690
 NH1690.This mark is at Greater Rockford Airport (RFD)
 NH1690
 NH1690.The horizontal coordinates were scaled from a topographic map and have
 NH1690.an estimated accuracy of +/- 6 seconds.
 NH1690
 NH1690.The orthometric height was computed from unverified reset data.
 NH1690.No vertical observational check was made to the station.
 NH1690
 NH1690.The geoid height was determined by GEOID03.
 NH1690
 NH1690;                    North         East    Units  Estimated Accuracy
 NH1690;SPC IL W     -   614,940.      788,440.      MT  (+/- 180 meters Scaled)
 NH1690
 NH1690                          SUPERSEDED SURVEY CONTROL
 NH1690
 NH1690  NGVD 29 (03/28/06)  222.44   (m)          729.8    (f) RESET       3  
 NH1690
 NH1690.Superseded values are not recommended for survey control.
 NH1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1690.See file dsdata.txt to determine how the superseded data were derived.
 NH1690
 NH1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269742(NAD 83)
 NH1690_MARKER: DR = REFERENCE MARK DISK
 NH1690_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NH1690_SP_SET: CURB
 NH1690_STAMPING: GREATER 1954 RM 5 1984
 NH1690_MARK LOGO: NGS   
 NH1690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1690
 NH1690  HISTORY     - Date     Condition        Report By
 NH1690  HISTORY     - 1984     MONUMENTED       NGS
 NH1690  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH1690
 NH1690                          STATION DESCRIPTION
 NH1690
 NH1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NH1690'8.0 KM (5.00 MI) SOUTH FROM ROCKFORD.
 NH1690'AT THE GREATER ROCKFORD AIRPORT, IN S-14, R-1E, T-43N, IN THE SOUTH
 NH1690'CURB OF DRIVE AROUND A GRASSY CIRCLE BETWEEN THE AIRPORT TERMINAL AND
 NH1690'THE ADMINISTRATION BUILDING, 14.6 M (47.9 FT) EAST FROM A METAL
 NH1690'LAMPPOST, 28.0 M (91.9 FT) WEST FROM ANOTHER METAL LAMPPOST, 4.8 M
 NH1690'(15.7 FT) NORTHWEST FROM THE WEST GATE POST AT GATE NUMBER 5 AND 2.7 M
 NH1690'(8.9 FT) NORTH FROM A EAST-WEST FENCE.
 NH1690'THE MARK IS 1.0 M ABOVE STATION GREATER 1954.
 NH1690
 NH1690                          STATION RECOVERY (1997)
 NH1690
 NH1690'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1477 ***********************************************************************
 NH1477  DESIGNATION -  GREATER ROCKFORD APT AP STA A
 NH1477  PID         -  NH1477
 NH1477  STATE/COUNTY-  IL/WINNEBAGO
 NH1477  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH1477
 NH1477                         *CURRENT SURVEY CONTROL
 NH1477  ___________________________________________________________________
 NH1477* NAD 83(1997)-  42 11 22.11702(N)    089 05 26.33471(W)     ADJUSTED  
 NH1477* NAVD 88     -       220.9    (meters)     725.     (feet)  VERTCON   
 NH1477  ___________________________________________________________________
 NH1477  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 NH1477  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NH1477
 NH1477  HORZ ORDER  -  THIRD
 NH1477
 NH1477.This mark is at Greater Rockford Airport (RFD)
 NH1477
 NH1477.The horizontal coordinates were established by classical geodetic methods
 NH1477.and adjusted by the National Geodetic Survey in October 1999..
 NH1477
 NH1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1477
 NH1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1477
 NH1477.The geoid height was determined by GEOID03.
 NH1477
 NH1477;                    North         East     Units Scale Factor Converg.
 NH1477;SPC IL W     -   613,688.044   788,879.258   MT  1.00003834   +0 43 21.7
 NH1477;SPC IL W     - 2,013,408.19  2,588,181.37   sFT  1.00003834   +0 43 21.7
 NH1477;UTM  16      - 4,672,929.670   327,368.233   MT  0.99996670   -1 24 15.8
 NH1477
 NH1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1477!SPC IL W     -   0.99997055  x   1.00003834  =   1.00000889
 NH1477!UTM  16      -   0.99997055  x   0.99996670  =   0.99993725
 NH1477
 NH1477                          SUPERSEDED SURVEY CONTROL
 NH1477
 NH1477  NAD 83(1997)-  42 11 22.11735(N)    089 05 26.33661(W) AD(       ) 3
 NH1477  NAD 83(1986)-  42 11 22.11540(N)    089 05 26.33998(W) AD(       ) 3
 NH1477  NAD 27      -  42 11 22.02819(N)    089 05 25.97328(W) AD(       ) 3
 NH1477  NGVD 29 (07/19/86)  221.0    (m)          725.     (f) VERT ANG       
 NH1477
 NH1477.Superseded values are not recommended for survey control.
 NH1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1477.See file dsdata.txt to determine how the superseded data were derived.
 NH1477
 NH1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2736872930(NAD 83)
 NH1477_MARKER: DT = TOPOGRAPHIC STATION DISK
 NH1477_SETTING: 0 = UNSPECIFIED SETTING
 NH1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1477
 NH1477  HISTORY     - Date     Condition        Report By
 NH1477  HISTORY     - 1960     MONUMENTED       CGS
 NH1477  HISTORY     - 19970606 MARK NOT FOUND   USPSQD
 NH1477
 NH1477                          STATION DESCRIPTION
 NH1477
 NH1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 NH1477'LOCATED IN THE CENTER OF THE APPROACH LIGHTING SYSTEM THRESHOLD
 NH1477'PAD, BETWEEN THE CENTER LIGHT AND THE PHYSICAL END OF THE
 NH1477'ASPHALT, AT RUNWAY END 36.
 NH1477'
 NH1477'IT IS A STANDARD TOPO.  DISK STAMPED AP 1960 STA. A, AND IS
 NH1477'SET IN A DRILL HOLE IN THE CONCRETE PAD.
 NH1477'
 NH1477'THE AIRPORT ENGINEER STATED THAT THIS CONCRETE PAD IS OVER
 NH1477'3 FEET DEEP.  THIS DISK WAS USED AS A SECOND-ORDER BENCH
 NH1477'MARK.
 NH1477
 NH1477                          STATION RECOVERY (1997)
 NH1477
 NH1477'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1480 ***********************************************************************
 NH1480  DESIGNATION -  GREATER ROCKFORD APT ARP 2
 NH1480  PID         -  NH1480
 NH1480  STATE/COUNTY-  IL/WINNEBAGO
 NH1480  USGS QUAD   -  ROCKFORD SOUTH (1993)
 NH1480
 NH1480                         *CURRENT SURVEY CONTROL
 NH1480  ___________________________________________________________________
 NH1480* NAD 83(1997)-  42 11 51.07686(N)    089 05 35.30960(W)     ADJUSTED  
 NH1480* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 NH1480  ___________________________________________________________________
 NH1480  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NH1480  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH1480
 NH1480  HORZ ORDER  -  THIRD
 NH1480
 NH1480.This mark is at Greater Rockford Airport (RFD)
 NH1480
 NH1480.The horizontal coordinates were established by classical geodetic methods
 NH1480.and adjusted by the National Geodetic Survey in October 1999..
 NH1480
 NH1480.The orthometric height was scaled from a topographic map.
 NH1480
 NH1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1480
 NH1480.The geoid height was determined by GEOID03.
 NH1480
 NH1480;                    North         East     Units Scale Factor Converg.
 NH1480;SPC IL W     -   614,578.961   788,662.086   MT  1.00003787   +0 43 16.0
 NH1480;SPC IL W     - 2,016,331.14  2,587,468.86   sFT  1.00003787   +0 43 16.0
 NH1480;UTM  16      - 4,673,827.970   327,184.293   MT  0.99996748   -1 24 22.6
 NH1480
 NH1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1480!SPC IL W     -   0.99997024  x   1.00003787  =   1.00000811
 NH1480!UTM  16      -   0.99997024  x   0.99996748  =   0.99993772
 NH1480
 NH1480:                Primary Azimuth Mark                     Grid Az
 NH1480:SPC IL W     -  GREATER ROCKFORD APT WTR TANK            035 12 41.2
 NH1480:UTM  16      -  GREATER ROCKFORD APT WTR TANK            037 20 19.8
 NH1480
 NH1480|---------------------------------------------------------------------|
 NH1480| PID    Reference Object                     Distance      Geod. Az  |
 NH1480|                                                           dddmmss.s |
 NH1480| NH1483 GREATER ROCKFORD APT WTR TANK       APPROX. 1.5 KM 0355557.2 |
 NH1480| NH1479 GREATER ROCKFORD MUN AIRPORT BEACON APPROX. 0.6 KM 0782451.3 |
 NH1480| NH0599 GREATER                             461.394 METERS 3291019.2 |
 NH1480|---------------------------------------------------------------------|
 NH1480
 NH1480                          SUPERSEDED SURVEY CONTROL
 NH1480
 NH1480  NAD 83(1997)-  42 11 51.07724(N)    089 05 35.31144(W) AD(       ) 3
 NH1480  NAD 83(1986)-  42 11 51.07510(N)    089 05 35.31447(W) AD(       ) 3
 NH1480  NAD 27      -  42 11 50.99282(N)    089 05 34.94673(W) AD(       ) 3
 NH1480
 NH1480.Superseded values are not recommended for survey control.
 NH1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1480.See file dsdata.txt to determine how the superseded data were derived.
 NH1480
 NH1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2718473828(NAD 83)
 NH1480_MARKER: DT = TOPOGRAPHIC STATION DISK
 NH1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1480_STAMPING: ARP 2 1960
 NH1480_MARK LOGO: CGS   
 NH1480_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NH1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1480+STABILITY: SURFACE MOTION
 NH1480
 NH1480  HISTORY     - Date     Condition        Report By
 NH1480  HISTORY     - 1960     MONUMENTED       CGS
 NH1480  HISTORY     - 19930615 GOOD             NGS
 NH1480  HISTORY     - 19970606 MARK NOT FOUND   USPSQD
 NH1480
 NH1480                          STATION DESCRIPTION
 NH1480
 NH1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 NH1480'AT THE GREATER ROCKFORD AIRPORT, ABOUT 5 MILES SOUTH OF
 NH1480'ROCKFORD.  IT IS 1513.69 FEET (3RD. ORDER TRAVERSE) IN AZIMUTH
 NH1480'329 DEG -10 MIN FROM TRIANGULATION STATION GREATER 1954, 530
 NH1480'FEET SOUTHEAST OF RUNWAY 6 AND 24, AND 70 FEET SOUTHWEST OF
 NH1480'THE TAXIWAY LEADING NORTHWEST TO THE RAMP.  IT IS A STANDARD
 NH1480'TOPO. DISK, STAMPED ARP 2 1960, THAT IS SET IN THE TOP OF A
 NH1480'PRE-CAST CONCRETE MONUMENT THAT IS 8 INCHES SQUARE AND 42
 NH1480'INCHES LONG AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 NH1480
 NH1480                          STATION RECOVERY (1993)
 NH1480
 NH1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NH1480'LOCATED AT THE GREATER ROCKFORD AIRPORT, ABOUT 5 MILES (8.0 KM) SOUTH
 NH1480'OF ROCKFORD.  IT IS 1513.69 FT (461.37 M) ( 3RD ORDER TRAVERSE) IN
 NH1480'AZIMUTH 329-10 FT FROM TRIANGULATION STATION GREATER 1954, 530 FT
 NH1480'(161.5 M) SOUTHEAST OF RUNWAY 6-24, 58 FT (17.7 M) SOUTHWEST OF THE
 NH1480'SOUTHWEST EDGE OF A TAXIWAY, AND 37 FT (11.3 M) NORTHWEST OF THE
 NH1480'CENTER OF A PAVED ROAD LEADING TO THE ANEMOMETER.  THE MARK IS A
 NH1480'STANDARD TOPO DISK, STAMPED ARP 2 1960, THAT IS SET IN THE TOP OF A
 NH1480'PRECAST MONUMENT THAT IS 8 INCHES SQUARE AND 42 INCHES LONG AND
 NH1480'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 NH1480
 NH1480                          STATION RECOVERY (1997)
 NH1480
 NH1480'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0285 ***********************************************************************
 JB0285  DESIGNATION -  GREEN
 JB0285  PID         -  JB0285
 JB0285  STATE/COUNTY-  IL/WHITE
 JB0285  USGS QUAD   -  CROSSVILLE (1974)
 JB0285
 JB0285                         *CURRENT SURVEY CONTROL
 JB0285  ___________________________________________________________________
 JB0285* NAD 83(1997)-  38 14 22.90497(N)    088 01 48.02240(W)     ADJUSTED  
 JB0285* NAVD 88     -       137.741  (meters)     451.91   (feet)  ADJUSTED  
 JB0285  ___________________________________________________________________
 JB0285  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JB0285  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JB0285  DYNAMIC HT  -         137.651 (meters)     451.61  (feet)  COMP
 JB0285  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 JB0285
 JB0285  HORZ ORDER  -  SECOND
 JB0285  VERT ORDER  -  SECOND    CLASS 0
 JB0285
 JB0285.The horizontal coordinates were established by classical geodetic methods
 JB0285.and adjusted by the National Geodetic Survey in October 1999..
 JB0285
 JB0285.The orthometric height was determined by differential leveling
 JB0285.and adjusted by the National Geodetic Survey in June 1991..
 JB0285
 JB0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0285
 JB0285.The geoid height was determined by GEOID03.
 JB0285
 JB0285.The dynamic height is computed by dividing the NAVD 88
 JB0285.geopotential number by the normal gravity value computed on the
 JB0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0285.degrees latitude (g = 980.6199 gals.).
 JB0285
 JB0285.The modeled gravity was interpolated from observed gravity values.
 JB0285
 JB0285;                    North         East     Units Scale Factor Converg.
 JB0285;SPC IL E     -   174,623.630   326,554.382   MT  0.99998368   +0 11 15.9
 JB0285;SPC IL E     -   572,911.03  1,071,370.50   sFT  0.99998368   +0 11 15.9
 JB0285;SPC IN W     -   332,522.868   817,124.629   MT  1.00005122   -0 35 09.5
 JB0285;SPC IN W     - 1,090,952.11  2,680,849.72   sFT  1.00005122   -0 35 09.5
 JB0285;UTM  16      - 4,232,911.822   409,862.196   MT  0.99970006   -0 38 15.2
 JB0285
 JB0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0285!SPC IL E     -   0.99998322  x   0.99998368  =   0.99996690
 JB0285!SPC IN W     -   0.99998322  x   1.00005122  =   1.00003444
 JB0285!UTM  16      -   0.99998322  x   0.99970006  =   0.99968328
 JB0285
 JB0285:                Primary Azimuth Mark                     Grid Az
 JB0285:SPC IL E     -  GREEN AZ MK                              012 06 35.5
 JB0285:SPC IN W     -  GREEN AZ MK                              012 53 00.9
 JB0285:UTM  16      -  GREEN AZ MK                              012 56 06.6
 JB0285
 JB0285|---------------------------------------------------------------------|
 JB0285| PID    Reference Object                     Distance      Geod. Az  |
 JB0285|                                                           dddmmss.s |
 JB0285| CI3733 GREEN AZ MK                                        0121751.4 |
 JB0285| JB0284 GREEN RM 1                           39.286 METERS 02419     |
 JB0285| JB0286 GREEN RM 2                           23.731 METERS 09243     |
 JB0285|---------------------------------------------------------------------|
 JB0285
 JB0285                          SUPERSEDED SURVEY CONTROL
 JB0285
 JB0285  NAD 83(1997)-  38 14 22.90493(N)    088 01 48.02275(W) AD(       ) 2
 JB0285  NAD 83(1997)-  38 14 22.91439(N)    088 01 48.02034(W) AD(       ) 2
 JB0285  NAD 83(1986)-  38 14 22.91632(N)    088 01 48.02235(W) AD(       ) 2
 JB0285  NAD 27      -  38 14 22.74748(N)    088 01 47.90142(W) AD(       ) 2
 JB0285  NGVD 29 (??/??/92)  137.869  (m)          452.33   (f) ADJ UNCH    2 0
 JB0285
 JB0285.Superseded values are not recommended for survey control.
 JB0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0285.See file dsdata.txt to determine how the superseded data were derived.
 JB0285
 JB0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH0986232912(NAD 83)
 JB0285_MARKER: DE = TRAVERSE STATION DISK
 JB0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0285_STAMPING: GREEN 1961
 JB0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0285+STABILITY: SURFACE MOTION
 JB0285
 JB0285  HISTORY     - Date     Condition        Report By
 JB0285  HISTORY     - 1961     MONUMENTED       CGS
 JB0285  HISTORY     - 1961     GOOD             CGS
 JB0285  HISTORY     - 1964     GOOD             CGS
 JB0285
 JB0285                          STATION DESCRIPTION
 JB0285
 JB0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0285'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHEAST OF CROSSVILLE,
 JB0285'ABOUT 2.25 MILES
 JB0285'SOUTHWEST OF GRAYVILLE, ABOUT 1.75 MILES WEST OF STATE
 JB0285'HIGHWAY 1 AND ABOUT 100 FEET
 JB0285'EAST OF HOUSE.
 JB0285'
 JB0285'TO REACH THE STATION FROM THE JUNCTION OF COURT STREET AND NORTH
 JB0285'STREET IN GRAYVILLE, GO
 JB0285'WEST ON NORTH STREET FOR 1.75 MILES TO A CROSSROAD,
 JB0285'TURN LEFT, GO SOUTH ON GRAVEL
 JB0285'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK
 JB0285'ON THE LEFT, EAST SIDE OF ROAD.  CONTINUE SOUTH
 JB0285'FOR 0.45 MILE, TURN
 JB0285'RIGHT, GO WEST FOR 0.15 MILE TO A DRIVEWAY AND GATE ON LEFT, TURN
 JB0285'LEFT PASSING
 JB0285'THROUGH GATE AND GO SOUTH FOR 0.1 MILE TO THE HOUSE,
 JB0285'TURN LEFT, GO EAST FOR ABOUT
 JB0285'100 FEET TO STATION ON RIGHT.
 JB0285'
 JB0285'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 14 INCH SQUARE
 JB0285'CONCRETE POST WHICH IS SET
 JB0285'ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND
 JB0285'IS STAMPED GREEN 1961.  THE MARK IS
 JB0285'79.5 FEET SOUTHWEST OF THE
 JB0285'SOUTHWEST CORNER OF BARN, 79 FEET WEST-NORTHWEST OF
 JB0285'THE NORTHWEST
 JB0285'CORNER OF BUILDING, 46.3 FEET SOUTH OF FENCE CORNER, 3.6 FEET
 JB0285'SOUTH-SOUTHEAST OF
 JB0285'WITNESS POST AND 1.5 FEET EAST OF FENCE.
 JB0285'
 JB0285'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0285'SQUARE CONCRETE POST
 JB0285'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0285'IS STAMPED GREEN NO 1 1961.  THE
 JB0285'MARK IS 17.6 FEET NORTH OF CENTER OF
 JB0285'BARN DOOR AND 1 FOOT WEST-SOUTHWEST OF THE
 JB0285'NORTHWEST CORNER OF BARN.
 JB0285'
 JB0285'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0285'SQUARE CONCRETE POST
 JB0285'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB0285'IS STAMPED GREEN NO 2.  1961.
 JB0285'THE MARK IS 79.3 FEET EAST OF WITNESS
 JB0285'POST, 79 FEET EAST OF FENCE, 65 FEET
 JB0285'SOUTH-SOUTHEAST OF THE SOUTHWEST
 JB0285'CORNER OF BARN AND 2 FEET SOUTHWEST OF THE NORTHWEST
 JB0285'CORNER OF A BUILDING.
 JB0285'
 JB0285'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB0285'CONCRETE POST WHICH IS SET
 JB0285'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0285'GREEN 1961.  THE MARK IS 19 FEET
 JB0285'EAST OF CENTER OF ROAD, 18 FEET
 JB0285'NORTH OF A POWER LINE POLE, 2.0 FEET SOUTH OF
 JB0285'WITNESS POST AND 1 FOOT
 JB0285'WEST OF FENCE.
 JB0285'
 JB0285'HEIGHT OF LIGHT ABOVE STATION MARK 1.69 METERS.
 JB0285
 JB0285                          STATION RECOVERY (1961)
 JB0285
 JB0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0285'3 MI SW FROM GRAYVILLE.
 JB0285'ABOUT 1.8 MILES WEST ALONG AN ASPHALT PAVED ROAD FROM THE
 JB0285'JUNCTION OF COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN
 JB0285'GRAYVILLE, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.10
 JB0285'MILE WEST ALONG A GRAVEL ROAD, THENCE 0.10 MILE SOUTH ALONG A
 JB0285'DRIVE TO FARM BUILDINGS AT TOP OF HILL, 79 FEET SOUTHWEST OF THE
 JB0285'SOUTHWEST CORNER OF A CONCRETE BLOCK BARN, 79 FEET WEST OF THE
 JB0285'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 58 FEET SOUTHWEST
 JB0285'OF A WATER WELL PUMP, 2 FEET EAST OF A FENCE, 47 FEET SOUTH OF A
 JB0285'FENCE CORNER, 3.6 FEET SOUTHEAST OF A METAL WITNESS POST, AND SET
 JB0285'IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES BELOW THE SURFACE
 JB0285'OF THE GROUND.
 JB0285
 JB0285                          STATION RECOVERY (1964)
 JB0285
 JB0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JB0285'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 JB0285'RECOVERED AS DESCRIBED
 JB0285'AND FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION TO
 JB0285'REACH THE STATION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1597 ***********************************************************************
 MF1597  DESIGNATION -  GREEN
 MF1597  PID         -  MF1597
 MF1597  STATE/COUNTY-  IL/LEE
 MF1597  USGS QUAD   -  WALTON (1982)
 MF1597
 MF1597                         *CURRENT SURVEY CONTROL
 MF1597  ___________________________________________________________________
 MF1597* NAD 83(1997)-  41 39 55.62195(N)    089 27 31.21093(W)     ADJUSTED  
 MF1597* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 MF1597  ___________________________________________________________________
 MF1597  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 MF1597  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1597
 MF1597  HORZ ORDER  -  SECOND
 MF1597
 MF1597.The horizontal coordinates were established by classical geodetic methods
 MF1597.and adjusted by the National Geodetic Survey in October 1999..
 MF1597
 MF1597.The orthometric height was scaled from a topographic map.
 MF1597
 MF1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1597
 MF1597.The geoid height was determined by GEOID03.
 MF1597
 MF1597;                    North         East     Units Scale Factor Converg.
 MF1597;SPC IL W     -   555,168.524   758,961.038   MT  0.99998394   +0 28 14.4
 MF1597;SPC IL W     - 1,821,415.40  2,490,024.67   sFT  0.99998394   +0 28 14.4
 MF1597;UTM  16      - 4,615,553.238   295,308.349   MT  1.00011563   -1 38 06.1
 MF1597
 MF1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1597!SPC IL W     -   0.99996911  x   0.99998394  =   0.99995305
 MF1597!UTM  16      -   0.99996911  x   1.00011563  =   1.00008474
 MF1597
 MF1597:                Primary Azimuth Mark                     Grid Az
 MF1597:SPC IL W     -  ELDENA COM EDISON KSA 244 MAST           014 57 57.9
 MF1597:UTM  16      -  ELDENA COM EDISON KSA 244 MAST           017 04 18.4
 MF1597
 MF1597|---------------------------------------------------------------------|
 MF1597| PID    Reference Object                     Distance      Geod. Az  |
 MF1597|                                                           dddmmss.s |
 MF1597| MF1611 ELDENA COM EDISON KSA 244 MAST      APPROX.12.3 KM 0152612.3 |
 MF1597| MF1605 GREEN RIVER ORD PLT N WTR TANK      APPROX.11.1 KM 0255050.3 |
 MF1597| MF1596 GREEN RIVER ORD PLT S WTR TANK      APPROX. 9.4 KM 0275903.5 |
 MF1597| MF1587 AMBOY ST PATRICKS CATH CH           APPROX.12.0 KM 0615721.9 |
 MF1597| MF1583 AMBOY MUNICIPAL TANK                APPROX.12.0 KM 0635722.6 |
 MF1597| MF1586 AMBOY MILK CO STACK                 APPROX.12.0 KM 0644146.2 |
 MF1597| MF1585 AMBOY MILK CO WATER TANK            APPROX.12.0 KM 0644344.6 |
 MF1597| CI7475 GREEN RM 1                           26.668 METERS 07601     |
 MF1597| CI7474 GREEN AZ MK                                        1835417.3 |
 MF1597| MF1734 HARMON MUNICIPAL TANK               APPROX.10.1 KM 3073129.2 |
 MF1597| CI7476 GREEN RM 2                           24.592 METERS 33910     |
 MF1597|---------------------------------------------------------------------|
 MF1597
 MF1597                          SUPERSEDED SURVEY CONTROL
 MF1597
 MF1597  NAD 83(1997)-  41 39 55.62200(N)    089 27 31.21131(W) AD(       ) 2
 MF1597  NAD 83(1986)-  41 39 55.62722(N)    089 27 31.21611(W) AD(       ) 2
 MF1597  NAD 27      -  41 39 55.50190(N)    089 27 30.87020(W) AD(       ) 2
 MF1597
 MF1597.Superseded values are not recommended for survey control.
 MF1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1597.See file dsdata.txt to determine how the superseded data were derived.
 MF1597
 MF1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9530815553(NAD 83)
 MF1597_MARKER: DS = TRIANGULATION STATION DISK
 MF1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1597
 MF1597  HISTORY     - Date     Condition        Report By
 MF1597  HISTORY     - 1954     MONUMENTED       CGS
 MF1597  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 MF1597  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1597  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 MF1597
 MF1597                          STATION DESCRIPTION
 MF1597
 MF1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1597'STATION IS LOCATED ON THE PROPERTY OF JOHN MC COY ALONG THE
 MF1597'EAST SIDE OF STATE HIGHWAY 26 ABOUT 12-1/2 MILES SOUTH OF DIXON
 MF1597'AND ABOUT 7-1/2 MILES NORTH OF OHIO.  IT IS 65 FEET EAST OF THE
 MF1597'CENTER OF THE HIGHWAY, 15 FEET SOUTHEAST OF AN 18 INCH OAK TREE
 MF1597'WITH A TRIANGLE-BLAZE AND 6 FEET EAST OF A WHITE WITNESS POST.
 MF1597'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GREEN
 MF1597'1954.
 MF1597'
 MF1597'REFERENCE MARK NO. 1 IS 28 FEET SOUTHEAST OF A 20 INCH OAK TREE
 MF1597'AND 12 FEET NORTHWEST OF A 14 INCH OAK TREE.  THE MARK PROJECTS
 MF1597'ABOUT 3 INCHES AND THE DISK IS STAMPED GREEN NO 1 1954.
 MF1597'
 MF1597'REFERENCE MARK NO. 2 IS 49 FEET EAST OF THE CENTER OF THE
 MF1597'HIGHWAY AND 4 FEET SOUTH OF AN 18 INCH OAK TREE.  THE MARK
 MF1597'IS FLUSH AND THE DISK IS STAMPED GREEN NO 2 1954.
 MF1597'
 MF1597'AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF HIGHWAY 26,
 MF1597'14 FEET SOUTH OF A POWER LINE POLE, 2 FEET NORTH OF A WHITE
 MF1597'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS
 MF1597'ABOUT 2 INCHES AND THE DISK IS STAMPED GREEN 1954.
 MF1597'
 MF1597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MF1597'AND STATE HIGHWAY 26 ABOUT 6-1/2 MILES SOUTH OF DIXON, GO
 MF1597'SOUTH ON HIGHWAY 26 FOR 5.9 MILES TO THE BRIDGE ACROSS GREEN
 MF1597'RIVER.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.35 MILE TO THE STATION
 MF1597'ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH ON THE HIGHWAY FOR
 MF1597'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MF1597'
 MF1597'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1597
 MF1597                          STATION RECOVERY (1995)
 MF1597
 MF1597'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1597'MARK NOT FOUND.
 MF1597
 MF1597                          STATION RECOVERY (2002)
 MF1597
 MF1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1597'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1597
 MF1597                          STATION RECOVERY (2003)
 MF1597
 MF1597'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1597'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0975 ***********************************************************************
 JB0975  DESIGNATION -  GREEN 2
 JB0975  PID         -  JB0975
 JB0975  STATE/COUNTY-  IL/BOND
 JB0975  USGS QUAD   -  BEAVER CREEK (1974)
 JB0975
 JB0975                         *CURRENT SURVEY CONTROL
 JB0975  ___________________________________________________________________
 JB0975* NAD 83(1997)-  38 52 22.67153(N)    089 24 24.46793(W)     ADJUSTED  
 JB0975* NAVD 88     -       168.61   (meters)     553.2    (feet)  RESET     
 JB0975  ___________________________________________________________________
 JB0975  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JB0975  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB0975
 JB0975  HORZ ORDER  -  THIRD
 JB0975  VERT ORDER  -  THIRD
 JB0975
 JB0975.The horizontal coordinates were established by classical geodetic methods
 JB0975.and adjusted by the National Geodetic Survey in October 1999..
 JB0975.No horizontal observational check was made to the station.
 JB0975
 JB0975.The orthometric height was computed from unverified reset data.
 JB0975
 JB0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0975
 JB0975.The geoid height was determined by GEOID03.
 JB0975
 JB0975;                    North         East     Units Scale Factor Converg.
 JB0975;SPC IL W     -   245,141.763   765,938.887   MT  0.99999470   +0 28 36.9
 JB0975;SPC IL W     -   804,269.27  2,512,917.83   sFT  0.99999470   +0 28 36.9
 JB0975;UTM  16      - 4,305,432.584   291,205.932   MT  1.00013685   -1 30 39.7
 JB0975
 JB0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0975!SPC IL W     -   0.99997846  x   0.99999470  =   0.99997316
 JB0975!UTM  16      -   0.99997846  x   1.00013685  =   1.00011530
 JB0975
 JB0975|---------------------------------------------------------------------|
 JB0975| PID    Reference Object                     Distance      Geod. Az  |
 JB0975|                                                           dddmmss.s |
 JB0975| JB0979 GREEN 2 RM 3                          6.045 METERS 06241     |
 JB0975| JB0974 GREEN                                26.236 METERS 08519     |
 JB0975| CI3734 GREEN 2 AZ MK                                      2394940.5 |
 JB0975| JB0978 GREEN 2 RM 4                          4.932 METERS 24243     |
 JB0975|---------------------------------------------------------------------|
 JB0975
 JB0975                          SUPERSEDED SURVEY CONTROL
 JB0975
 JB0975  NAD 83(1986)-  38 52 22.69137(N)    089 24 24.45890(W) AD(       ) 3
 JB0975  NAD 27      -  38 52 22.52593(N)    089 24 24.17827(W) AD(       ) 3
 JB0975  NGVD 29 (??/??/??)  168.73   (m)          553.6    (f) RESET       3  
 JB0975
 JB0975.Superseded values are not recommended for survey control.
 JB0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0975.See file dsdata.txt to determine how the superseded data were derived.
 JB0975
 JB0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9120605433(NAD 83)
 JB0975_MARKER: DS = TRIANGULATION STATION DISK
 JB0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0975_STAMPING: GREEN 2 1970
 JB0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0975+STABILITY: SURFACE MOTION
 JB0975
 JB0975  HISTORY     - Date     Condition        Report By
 JB0975  HISTORY     - 1970     MONUMENTED       NGS
 JB0975  HISTORY     - 1970     GOOD             NGS
 JB0975
 JB0975                          STATION DESCRIPTION
 JB0975
 JB0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JB0975'THE STATION IS LOCATED ABOUT 1.50 MILE SOUTH OF GREENVILLE ALONG THE
 JB0975'NORTH SIDE OF U S
 JB0975'HIGHWAY 40, ON ROAD RIGHT-OF-WAY, 96 FEET NORTH OF
 JB0975'THE CENTERLINE OF THE HIGHWAY, 1
 JB0975'FOOT SOUTH OF A METAL WITNESS POST,
 JB0975'159 FEET SOUTHWEST OF A FIRE HYDRANT, 21 FEET WEST
 JB0975'OF A METAL WITNESS
 JB0975'POST, AND 17 FEET EAST OF A METAL WITNESS POST.  THE MONUMENT
 JB0975'PROJECTS 2 INCHES
 JB0975'AND THE DISK IS STAMPED GREEN 2 1970.
 JB0975'
 JB0975'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 40 AND STATE
 JB0975'HIGHWAY 127 (ABOUT
 JB0975'2 MILES SOUTHEAST OF GREENVILLE), GO SOUTHWEST ON
 JB0975'HIGHWAY 40 FOR 0.9 MILE TO THE
 JB0975'STATION ON THE RIGHT.  CONTINUE
 JB0975'SOUTHWEST ON THE HIGHWAY FOR 0.25 MILE TO THE
 JB0975'AZIMUTH MARK ON THE RIGHT.
 JB0975'
 JB0975'REFERENCE MARK 3 IS 145 FEET SOUTHWEST OF THE HYDRANT, 1 FOOT WEST OF
 JB0975'A METAL WITNESS
 JB0975'POST, 18 FEET EAST OF A METAL WITNESS POST AND 96
 JB0975'FEET NORTH OF THE CENTERLINE OF
 JB0975'THE HIGHWAY.  THE MONUMENT PROJECTS 2
 JB0975'INCHES AND THE DISK IS STAMPED GREEN 2 NO 3 1970.
 JB0975'
 JB0975'REFERENCE MARK 4 IS 171 FEET SOUTHWEST OF THE HYDRANT, 96 FEET NORTH
 JB0975'OF THE CENTERLINE
 JB0975'OF THE ROAD, 1 FOOT EAST OF A METAL WITNESS POST
 JB0975'AND 16 FEET WEST OF A METAL WITNESS
 JB0975'POST.  THE MONUMENT PROJECTS 2
 JB0975'INCHES AND THE DISK IS STAMPED GREEN 2 NO 4 1970.
 JB0975'
 JB0975'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 2 1970 SET IN A
 JB0975'DRILL HOLE ON THE
 JB0975'TOP OF A CONCRETE CULVERT, 31 FEET NORTH OF THE
 JB0975'CENTERLINE OF THE HIGHWAY, 2 FEET
 JB0975'SOUTH OF THE NORTH END OF THE
 JB0975'CULVERT, AND 1 FOOT WEST OF THE EAST SIDE OF THE CULVERT.
 JB0975'
 JB0975'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JB0975
 JB0975                          STATION RECOVERY (1970)
 JB0975
 JB0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0975'1.5 MI S FROM GREENVILLE.
 JB0975'ABOUT 0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION
 JB0975'WITH STATE HIGHWAY 127 (ABOUT 2 MILES SOUTHEAST OF GREENVILLE),
 JB0975'ON ROAD RIGHT-OF-WAY, 96 FEET NORTH OF THE CENTERLINE OF THE
 JB0975'HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST, 159 FEET SOUTHWEST
 JB0975'OF A FIRE HYDRANT, 21 FEET WEST OF A METAL WITNESS POST AND 17
 JB0975'FEET EAST OF A METAL WITNESS POST.  SET IN THE TOP OF A ROUND
 JB0975'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0979 ***********************************************************************
 JB0979  DESIGNATION -  GREEN 2 RM 3
 JB0979  PID         -  JB0979
 JB0979  STATE/COUNTY-  IL/BOND
 JB0979  USGS QUAD   -  BEAVER CREEK (1974)
 JB0979
 JB0979                         *CURRENT SURVEY CONTROL
 JB0979  ___________________________________________________________________
 JB0979* NAD 83(1986)-  38 52 22.     (N)    089 24 24.     (W)     SCALED    
 JB0979* NAVD 88     -       168.45   (meters)     552.7    (feet)  RESET     
 JB0979  ___________________________________________________________________
 JB0979  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB0979
 JB0979  VERT ORDER  -  THIRD
 JB0979
 JB0979.The horizontal coordinates were scaled from a topographic map and have
 JB0979.an estimated accuracy of +/- 6 seconds.
 JB0979
 JB0979.The orthometric height was computed from unverified reset data.
 JB0979
 JB0979.The geoid height was determined by GEOID03.
 JB0979
 JB0979;                    North         East    Units  Estimated Accuracy
 JB0979;SPC IL W     -   245,120.      765,950.      MT  (+/- 180 meters Scaled)
 JB0979
 JB0979                          SUPERSEDED SURVEY CONTROL
 JB0979
 JB0979.No superseded survey control is available for this station.
 JB0979
 JB0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ912054(NAD 83)
 JB0979_MARKER: DR = REFERENCE MARK DISK
 JB0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0979_STAMPING: GREEN 2 NO 3 1970
 JB0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0979+STABILITY: SURFACE MOTION
 JB0979
 JB0979  HISTORY     - Date     Condition        Report By
 JB0979  HISTORY     - 1970     MONUMENTED       NGS
 JB0979
 JB0979                          STATION DESCRIPTION
 JB0979
 JB0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JB0979'1.5 MI S FROM GREENVILLE.
 JB0979'0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0979'WITH STATE HIGHWAY 127 (ABOUT 2 MILES SOUTHEAST OF GREENVILLE),
 JB0979'145 FEET SOUTHWEST OF A FIRE HYDRANT, 1 FOOT WEST OF A METAL
 JB0979'WITNESS POST, 18 FEET EAST OF A METAL WITNESS POST, 96 FEET
 JB0979'NORTH OF THE CENTERLINE OF THE HIGHWAY AND ON ROAD RIGHT-OF-WAY.
 JB0979'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0978 ***********************************************************************
 JB0978  DESIGNATION -  GREEN 2 RM 4
 JB0978  PID         -  JB0978
 JB0978  STATE/COUNTY-  IL/BOND
 JB0978  USGS QUAD   -  BEAVER CREEK (1974)
 JB0978
 JB0978                         *CURRENT SURVEY CONTROL
 JB0978  ___________________________________________________________________
 JB0978* NAD 83(1986)-  38 52 22.     (N)    089 24 24.     (W)     SCALED    
 JB0978* NAVD 88     -       168.52   (meters)     552.9    (feet)  RESET     
 JB0978  ___________________________________________________________________
 JB0978  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB0978
 JB0978  VERT ORDER  -  THIRD
 JB0978
 JB0978.The horizontal coordinates were scaled from a topographic map and have
 JB0978.an estimated accuracy of +/- 6 seconds.
 JB0978
 JB0978.The orthometric height was computed from unverified reset data.
 JB0978
 JB0978.The geoid height was determined by GEOID03.
 JB0978
 JB0978;                    North         East    Units  Estimated Accuracy
 JB0978;SPC IL W     -   245,120.      765,950.      MT  (+/- 180 meters Scaled)
 JB0978
 JB0978                          SUPERSEDED SURVEY CONTROL
 JB0978
 JB0978.No superseded survey control is available for this station.
 JB0978
 JB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ912054(NAD 83)
 JB0978_MARKER: DR = REFERENCE MARK DISK
 JB0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0978_STAMPING: GREEN 2 NO 4 1970
 JB0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0978+STABILITY: SURFACE MOTION
 JB0978
 JB0978  HISTORY     - Date     Condition        Report By
 JB0978  HISTORY     - 1970     MONUMENTED       NGS
 JB0978
 JB0978                          STATION DESCRIPTION
 JB0978
 JB0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JB0978'1.5 MI S FROM GREENVILLE.
 JB0978'0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JB0978'STATE HIGHWAY 127 (ABOUT 2 MILES SOUTHEAST OF GREENVILLE), 171
 JB0978'FEET SOUTHWEST OF A FIRE HYDRANT, 96 FEET NORTH OF THE CENTERLINE
 JB0978'OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST AND 16 FEET
 JB0978'WEST OF A METAL WITNESS POST, ON ROAD RIGHT-OF-WAY.  SET IN THE
 JB0978'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1596 ***********************************************************************
 MF1596  DESIGNATION -  GREEN RIVER ORD PLT S WTR TANK
 MF1596  PID         -  MF1596
 MF1596  STATE/COUNTY-  IL/LEE
 MF1596  USGS QUAD   -  WALTON (1982)
 MF1596
 MF1596                         *CURRENT SURVEY CONTROL
 MF1596  ___________________________________________________________________
 MF1596* NAD 83(1997)-  41 44 24.93998(N)    089 24 20.11287(W)     ADJUSTED  
 MF1596* NAVD 88     -                                                        
 MF1596  ___________________________________________________________________
 MF1596  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 MF1596  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1596
 MF1596  HORZ ORDER  -  THIRD
 MF1596
 MF1596.The horizontal coordinates were established by classical geodetic methods
 MF1596.and adjusted by the National Geodetic Survey in October 1999..
 MF1596
 MF1596
 MF1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1596
 MF1596.The geoid height was determined by GEOID03.
 MF1596
 MF1596;                    North         East     Units Scale Factor Converg.
 MF1596;SPC IL W     -   563,514.822   763,308.304   MT  0.99999048   +0 30 24.2
 MF1596;SPC IL W     - 1,848,798.21  2,504,287.33   sFT  0.99999048   +0 30 24.2
 MF1596;UTM  16      - 4,623,734.998   299,960.113   MT  1.00009245   -1 36 07.4
 MF1596
 MF1596                          SUPERSEDED SURVEY CONTROL
 MF1596
 MF1596  NAD 83(1997)-  41 44 24.94034(N)    089 24 20.11314(W) AD(       ) 4
 MF1596  NAD 83(1986)-  41 44 24.94344(N)    089 24 20.11862(W) AD(       ) 4
 MF1596  NAD 27      -  41 44 24.82900(N)    089 24 19.75700(W) AD(       ) 3
 MF1596
 MF1596.Superseded values are not recommended for survey control.
 MF1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1596.See file dsdata.txt to determine how the superseded data were derived.
 MF1596
 MF1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9996023735(NAD 83)
 MF1596_MARKER: 53 = ELEVATED TANK
 MF1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1596+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 MF1596
 MF1596  HISTORY     - Date     Condition        Report By
 MF1596  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1596  HISTORY     - 19950809 POOR             USPSQD
 MF1596  HISTORY     - 20020128 GOOD             NGS
 MF1596  HISTORY     - 20030619 GOOD             USPSQD
 MF1596
 MF1596                          STATION DESCRIPTION
 MF1596
 MF1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1596'STATION IS THE APEX OF THE ROOF OF THE MOST SOUTHERLY OF TWO WATER
 MF1596'TANKS, LOCATED ABOUT 5 MILES NORTHWEST OF AMBOY AND 3 MILES SOUTH
 MF1596'OF ELDINA.  ON THE GROUNDS OF THE GREEN RIVER ORDNANCE SHELL
 MF1596'LOADING PLANT.  IT IS A LARGE TANK WITH A FLAT CONICAL ROOF AND
 MF1596'A FLAT BOTTOM 42 FEET IN DIAMETER AND IS 20 FEET HIGH, ATOP A
 MF1596'6 LEGGED STEEL TRUSSWORK STRUCTURE.  THE TANK IS PAINTED IN
 MF1596'LARGE RED AND WHITE CHECKS.  THE TOTAL HEIGHT IS 159 FEET.
 MF1596'
 MF1596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MF1596'52, ABOUT 3 MILES NORTH OF AMBOY, GO WEST ON HIGHWAY 30 FOR 3.75
 MF1596'MILES, TURN LEFT AND GO SOUTH FOR 1.0 MILE, TURN RIGHT AND GO
 MF1596'WEST FOR 0.1 MILE TO THE STATION.
 MF1596
 MF1596                          STATION RECOVERY (1995)
 MF1596
 MF1596'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1596'MARK RECOVERED IN POOR CONDITION.
 MF1596
 MF1596                          STATION RECOVERY (2002)
 MF1596
 MF1596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1596'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1596
 MF1596                          STATION RECOVERY (2003)
 MF1596
 MF1596'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1605 ***********************************************************************
 MF1605  DESIGNATION -  GREEN RIVER ORD PLT N WTR TANK
 MF1605  PID         -  MF1605
 MF1605  STATE/COUNTY-  IL/LEE
 MF1605  USGS QUAD   -  DIXON EAST (1983)
 MF1605
 MF1605                         *CURRENT SURVEY CONTROL
 MF1605  ___________________________________________________________________
 MF1605* NAD 83(1997)-  41 45 18.20301(N)    089 24 02.48297(W)     ADJUSTED  
 MF1605* NAVD 88     -                                                        
 MF1605  ___________________________________________________________________
 MF1605  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 MF1605  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1605
 MF1605  HORZ ORDER  -  THIRD
 MF1605
 MF1605.The horizontal coordinates were established by classical geodetic methods
 MF1605.and adjusted by the National Geodetic Survey in October 1999..
 MF1605
 MF1605
 MF1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1605
 MF1605.The geoid height was determined by GEOID03.
 MF1605
 MF1605;                    North         East     Units Scale Factor Converg.
 MF1605;SPC IL W     -   565,161.645   763,701.038   MT  0.99999109   +0 30 36.4
 MF1605;SPC IL W     - 1,854,201.16  2,505,575.82   sFT  0.99999109   +0 30 36.4
 MF1605;UTM  16      - 4,625,366.416   300,413.233   MT  1.00009022   -1 35 57.3
 MF1605
 MF1605                          SUPERSEDED SURVEY CONTROL
 MF1605
 MF1605  NAD 83(1997)-  41 45 18.20334(N)    089 24 02.48315(W) AD(       ) 4
 MF1605  NAD 83(1986)-  41 45 18.20642(N)    089 24 02.48931(W) AD(       ) 4
 MF1605  NAD 27      -  41 45 18.09100(N)    089 24 02.13200(W) AD(       ) 3
 MF1605
 MF1605.Superseded values are not recommended for survey control.
 MF1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1605.See file dsdata.txt to determine how the superseded data were derived.
 MF1605
 MF1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0041325366(NAD 83)
 MF1605_MARKER: 53 = ELEVATED TANK
 MF1605
 MF1605  HISTORY     - Date     Condition        Report By
 MF1605  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1605  HISTORY     - 19950811 POOR             USPSQD
 MF1605  HISTORY     - 20020114 POOR             NGS
 MF1605  HISTORY     - 20030423 POOR             USPSQD
 MF1605
 MF1605                          STATION DESCRIPTION
 MF1605
 MF1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1605'STATION IS THE APEX OF THE ROOF OF THE MOST NORTHERLY OF TWO
 MF1605'WATER TANKS LOCATED ABOUT 5 MILES NORTHWEST OF AMBOY AND 2 MILES
 MF1605'SOUTH OF ELDINA ON THE GROUNDS OF THE GREEN RIVER ORDNANCE SHELL
 MF1605'LOADING PLANT.  IT IS A LARGE TANK WITH A FLAT CONICAL ROOF
 MF1605'AND A FLAT BOTTOM 42 FEET IN DIAMETER AND 20 FEET HIGH, ATOP A
 MF1605'6 LEGGED STEEL TRUSSWORK STRUCTURE.  THE TANK IS PAINTED IN
 MF1605'LARGE RED AND WHITE CHECKS.  THE TOTAL HEIGHT IS 132 FEET.
 MF1605'
 MF1605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 52 AND
 MF1605'30.3 MILES NORTH OF AMBOY, GO WEST ON HIGHWAY 30 FOR 3.75 MILES,
 MF1605'TURN LEFT AND GO SOUTH FOR 0.2 MILE TO STATION.
 MF1605
 MF1605                          STATION RECOVERY (1995)
 MF1605
 MF1605'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1605'MARK RECOVERED IN POOR CONDITION.
 MF1605
 MF1605                          STATION RECOVERY (2002)
 MF1605
 MF1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1605'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1605
 MF1605                          STATION RECOVERY (2003)
 MF1605
 MF1605'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1605'THE STRUCTURE WAS INTACT THE TANK WAS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0976 ***********************************************************************
 JB0976  DESIGNATION -  GREEN RM 1
 JB0976  PID         -  JB0976
 JB0976  STATE/COUNTY-  IL/BOND
 JB0976  USGS QUAD   -  BEAVER CREEK (1974)
 JB0976
 JB0976                         *CURRENT SURVEY CONTROL
 JB0976  ___________________________________________________________________
 JB0976* NAD 83(1986)-  38 52 22.     (N)    089 24 23.     (W)     SCALED    
 JB0976* NAVD 88     -       168.873  (meters)     554.04   (feet)  ADJUSTED  
 JB0976  ___________________________________________________________________
 JB0976  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB0976  DYNAMIC HT  -         168.770 (meters)     553.71  (feet)  COMP
 JB0976  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 JB0976
 JB0976  VERT ORDER  -  SECOND    CLASS 0
 JB0976
 JB0976.The horizontal coordinates were scaled from a topographic map and have
 JB0976.an estimated accuracy of +/- 6 seconds.
 JB0976
 JB0976.The orthometric height was determined by differential leveling
 JB0976.and adjusted by the National Geodetic Survey in June 1991..
 JB0976
 JB0976.The geoid height was determined by GEOID03.
 JB0976
 JB0976.The dynamic height is computed by dividing the NAVD 88
 JB0976.geopotential number by the normal gravity value computed on the
 JB0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0976.degrees latitude (g = 980.6199 gals.).
 JB0976
 JB0976.The modeled gravity was interpolated from observed gravity values.
 JB0976
 JB0976;                    North         East    Units  Estimated Accuracy
 JB0976;SPC IL W     -   245,120.      765,970.      MT  (+/- 180 meters Scaled)
 JB0976
 JB0976                          SUPERSEDED SURVEY CONTROL
 JB0976
 JB0976  NGVD 29 (??/??/92)  168.998  (m)          554.45   (f) ADJ UNCH    2 0
 JB0976
 JB0976.Superseded values are not recommended for survey control.
 JB0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0976.See file dsdata.txt to determine how the superseded data were derived.
 JB0976
 JB0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ912054(NAD 83)
 JB0976_MARKER: DR = REFERENCE MARK DISK
 JB0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0976_STAMPING: GREEN NO 1 1960
 JB0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0976+STABILITY: SURFACE MOTION
 JB0976
 JB0976  HISTORY     - Date     Condition        Report By
 JB0976  HISTORY     - 1960     MONUMENTED       CGS
 JB0976  HISTORY     - 1970     MARK NOT FOUND   NGS
 JB0976
 JB0976                          STATION DESCRIPTION
 JB0976
 JB0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0976'2.6 MI S FROM GREENVILLE.
 JB0976'ABOUT 1.7 MILES EAST AND SOUTH ALONG STATE HIGHWAY 127 FROM ITS
 JB0976'JUNCTION WITH ALTERNATE U.S. HIGHWAY 40 IN GREENVILLE, THENCE
 JB0976'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 40, ABOUT 0.1 MILE
 JB0976'SOUTHWEST OF THE JUNCTION OF A GRAVEL CROSS ROAD, ABOUT 0.2 MILE
 JB0976'EAST-NORTHEAST OF A FENCE CORNER, ON THE TOP OF A CUT
 JB0976'NORTH-NORTHWEST OF THE HIGHWAY, 59 FEET NORTH-NORTHWEST OF THE
 JB0976'CENTER LINE OF THE HIGHWAY, 496 FEET WEST-SOUTHWEST OF THE
 JB0976'CENTER LINE OF THE GRAVEL ROAD, 6 1/2 FEET NORTH-NORTHWEST OF THE
 JB0976'EDGE OF THE CUTBANK, 32.9 FEET EAST-NORTHEAST OF TRIANGULATION
 JB0976'STATION GREEN, 31.9 FEET WEST-SOUTHWEST OF A METAL WITNESS POST,
 JB0976'ABOUT 11 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 JB0976'OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0976
 JB0976                          STATION RECOVERY (1970)
 JB0976
 JB0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JB0976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0284 ***********************************************************************
 JB0284  DESIGNATION -  GREEN RM 1
 JB0284  PID         -  JB0284
 JB0284  STATE/COUNTY-  IL/WHITE
 JB0284  USGS QUAD   -  CROSSVILLE (1974)
 JB0284
 JB0284                         *CURRENT SURVEY CONTROL
 JB0284  ___________________________________________________________________
 JB0284* NAD 83(1986)-  38 14 22.     (N)    088 01 47.     (W)     SCALED    
 JB0284* NAVD 88     -       137.285  (meters)     450.41   (feet)  ADJUSTED  
 JB0284  ___________________________________________________________________
 JB0284  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JB0284  DYNAMIC HT  -         137.196 (meters)     450.12  (feet)  COMP
 JB0284  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 JB0284
 JB0284  VERT ORDER  -  SECOND    CLASS 0
 JB0284
 JB0284.The horizontal coordinates were scaled from a topographic map and have
 JB0284.an estimated accuracy of +/- 6 seconds.
 JB0284
 JB0284.The orthometric height was determined by differential leveling
 JB0284.and adjusted by the National Geodetic Survey in June 1991..
 JB0284
 JB0284.The geoid height was determined by GEOID03.
 JB0284
 JB0284.The dynamic height is computed by dividing the NAVD 88
 JB0284.geopotential number by the normal gravity value computed on the
 JB0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0284.degrees latitude (g = 980.6199 gals.).
 JB0284
 JB0284.The modeled gravity was interpolated from observed gravity values.
 JB0284
 JB0284;                    North         East    Units  Estimated Accuracy
 JB0284;SPC IL E     -   174,600.      326,580.      MT  (+/- 180 meters Scaled)
 JB0284
 JB0284                          SUPERSEDED SURVEY CONTROL
 JB0284
 JB0284  NGVD 29 (??/??/92)  137.413  (m)          450.83   (f) ADJ UNCH    2 0
 JB0284
 JB0284.Superseded values are not recommended for survey control.
 JB0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0284.See file dsdata.txt to determine how the superseded data were derived.
 JB0284
 JB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH098328(NAD 83)
 JB0284_MARKER: DR = REFERENCE MARK DISK
 JB0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0284_STAMPING: GREEN NO 1 1961
 JB0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0284+STABILITY: SURFACE MOTION
 JB0284
 JB0284  HISTORY     - Date     Condition        Report By
 JB0284  HISTORY     - 1961     MONUMENTED       CGS
 JB0284
 JB0284                          STATION DESCRIPTION
 JB0284
 JB0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0284'3 MI SW FROM GRAYVILLE.
 JB0284'ABOUT 1.8 MILES WEST ALONG AN ASPHALT PAVED ROAD FROM THE
 JB0284'JUNCTION OF COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN
 JB0284'GRAYVILLE, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.10
 JB0284'MILE WEST ALONG A GRAVEL ROAD, THENCE 0.10 MILE SOUTH ALONG A
 JB0284'DRIVE TO FARM BUILDINGS AT TOP OF HILL, 1.5 FEET WEST OF THE
 JB0284'NORTHWEST CORNER OF A CONCRETE BLOCK BARN, 47 FEET SOUTHWEST OF A
 JB0284'POWER POLE WITH A TRANSFORMER, 128.9 FEET NORTHEAST OF TRAVERSE
 JB0284'STATION GREEN, 126.5 FEET NORTHEAST OF A METAL WITNESS POST, AND
 JB0284'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0286 ***********************************************************************
 JB0286  DESIGNATION -  GREEN RM 2
 JB0286  PID         -  JB0286
 JB0286  STATE/COUNTY-  IL/WHITE
 JB0286  USGS QUAD   -  CROSSVILLE (1974)
 JB0286
 JB0286                         *CURRENT SURVEY CONTROL
 JB0286  ___________________________________________________________________
 JB0286* NAD 83(1986)-  38 14 22.     (N)    088 01 47.     (W)     SCALED    
 JB0286* NAVD 88     -       137.256  (meters)     450.31   (feet)  ADJUSTED  
 JB0286  ___________________________________________________________________
 JB0286  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JB0286  DYNAMIC HT  -         137.166 (meters)     450.02  (feet)  COMP
 JB0286  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 JB0286
 JB0286  VERT ORDER  -  SECOND    CLASS 0
 JB0286
 JB0286.The horizontal coordinates were scaled from a topographic map and have
 JB0286.an estimated accuracy of +/- 6 seconds.
 JB0286
 JB0286.The orthometric height was determined by differential leveling
 JB0286.and adjusted by the National Geodetic Survey in June 1991..
 JB0286
 JB0286.The geoid height was determined by GEOID03.
 JB0286
 JB0286.The dynamic height is computed by dividing the NAVD 88
 JB0286.geopotential number by the normal gravity value computed on the
 JB0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0286.degrees latitude (g = 980.6199 gals.).
 JB0286
 JB0286.The modeled gravity was interpolated from observed gravity values.
 JB0286
 JB0286;                    North         East    Units  Estimated Accuracy
 JB0286;SPC IL E     -   174,600.      326,580.      MT  (+/- 180 meters Scaled)
 JB0286
 JB0286                          SUPERSEDED SURVEY CONTROL
 JB0286
 JB0286  NGVD 29 (??/??/92)  137.383  (m)          450.73   (f) ADJ UNCH    2 0
 JB0286
 JB0286.Superseded values are not recommended for survey control.
 JB0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0286.See file dsdata.txt to determine how the superseded data were derived.
 JB0286
 JB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH098328(NAD 83)
 JB0286_MARKER: DR = REFERENCE MARK DISK
 JB0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0286_STAMPING: GREEN NO 2 1961
 JB0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0286+STABILITY: SURFACE MOTION
 JB0286
 JB0286  HISTORY     - Date     Condition        Report By
 JB0286  HISTORY     - 1961     MONUMENTED       CGS
 JB0286
 JB0286                          STATION DESCRIPTION
 JB0286
 JB0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0286'3 MI SW FROM GRAYVILLE.
 JB0286'ABOUT 1.8 MILES WEST ALONG AN ASPHALT PAVED ROAD FROM THE
 JB0286'JUNCTION OF COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN
 JB0286'GRAYVILLE, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 0.10
 JB0286'MILE WEST ALONG A GRAVEL ROAD, THENCE 0.10 MILE SOUTH ALONG A
 JB0286'DRIVE TO FARM BUILDINGS AT TOP OF HILL, 2 FEET SOUTHWEST OF THE
 JB0286'NORTHWEST CORNER OF A SMALL CONCRETE BLOCK BUILDING, 53 FEET
 JB0286'SOUTHEAST OF THE NORTHWEST CORNER OF A SMALL CONCRETE BLOCK
 JB0286'BUILDING, 53 FEET SOUTHEAST OF A WATER WELL PUMP, 77.9 FEET EAST
 JB0286'OF TRAVERSE STATION GREEN, 79.6 FEET EAST OF A METAL WITNESS
 JB0286'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0061 ***********************************************************************
 KC0061  DESIGNATION -  GREENFIELD
 KC0061  PID         -  KC0061
 KC0061  STATE/COUNTY-  IL/GREENE
 KC0061  USGS QUAD   -  GREENFIELD (1983)
 KC0061
 KC0061                         *CURRENT SURVEY CONTROL
 KC0061  ___________________________________________________________________
 KC0061* NAD 83(1986)-  39 20 35.     (N)    090 12 23.     (W)     SCALED    
 KC0061* NAVD 88     -       177.852  (meters)     583.50   (feet)  ADJUSTED  
 KC0061  ___________________________________________________________________
 KC0061  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KC0061  DYNAMIC HT  -         177.750 (meters)     583.17  (feet)  COMP
 KC0061  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 KC0061
 KC0061  VERT ORDER  -  SECOND    CLASS 0
 KC0061
 KC0061.The horizontal coordinates were scaled from a topographic map and have
 KC0061.an estimated accuracy of +/- 6 seconds.
 KC0061
 KC0061.The orthometric height was determined by differential leveling
 KC0061.and adjusted by the National Geodetic Survey in June 1991..
 KC0061
 KC0061.The geoid height was determined by GEOID03.
 KC0061
 KC0061.The dynamic height is computed by dividing the NAVD 88
 KC0061.geopotential number by the normal gravity value computed on the
 KC0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0061.degrees latitude (g = 980.6199 gals.).
 KC0061
 KC0061.The modeled gravity was interpolated from observed gravity values.
 KC0061
 KC0061;                    North         East    Units  Estimated Accuracy
 KC0061;SPC IL W     -   297,050.      696,580.      MT  (+/- 180 meters Scaled)
 KC0061
 KC0061                          SUPERSEDED SURVEY CONTROL
 KC0061
 KC0061  NGVD 29 (??/??/92)  177.976  (m)          583.91   (f) ADJ UNCH    2 0
 KC0061
 KC0061.Superseded values are not recommended for survey control.
 KC0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0061.See file dsdata.txt to determine how the superseded data were derived.
 KC0061
 KC0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD407585(NAD 83)
 KC0061_MARKER: DB = BENCH MARK DISK
 KC0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0061_SP_SET: BUILDING
 KC0061_STAMPING: GREENFIELD 1934
 KC0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0061
 KC0061  HISTORY     - Date     Condition        Report By
 KC0061  HISTORY     - 1934     MONUMENTED       CGS
 KC0061  HISTORY     - 1935     GOOD             NGS
 KC0061
 KC0061                          STATION DESCRIPTION
 KC0061
 KC0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0061'AT GREENFIELD.
 KC0061'AT GREENFIELD, GREENE COUNTY, AT THE HIGH SCHOOL, IN THE WEST
 KC0061'WALL, AND AT THE NORTH SIDE OF THE NORTH ENTRANCE.  A STANDARD
 KC0061'DISK, STAMPED GREENFIELD 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0582 ***********************************************************************
 KC0582  DESIGNATION -  GREENFIELD MUNICIPAL TANK
 KC0582  PID         -  KC0582
 KC0582  STATE/COUNTY-  IL/GREENE
 KC0582  USGS QUAD   -  GREENFIELD (1983)
 KC0582
 KC0582                         *CURRENT SURVEY CONTROL
 KC0582  ___________________________________________________________________
 KC0582* NAD 83(1997)-  39 20 34.83640(N)    090 12 36.81383(W)     ADJUSTED  
 KC0582* NAVD 88     -                                                        
 KC0582  ___________________________________________________________________
 KC0582  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 KC0582  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KC0582
 KC0582  HORZ ORDER  -  THIRD
 KC0582
 KC0582.The horizontal coordinates were established by classical geodetic methods
 KC0582.and adjusted by the National Geodetic Survey in October 1999..
 KC0582
 KC0582
 KC0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0582
 KC0582.The geoid height was determined by GEOID03.
 KC0582
 KC0582;                    North         East     Units Scale Factor Converg.
 KC0582;SPC IL W     -   297,048.504   696,245.114   MT  0.99994135   -0 01 39.4
 KC0582;SPC IL W     -   974,566.63  2,284,264.18   sFT  0.99994135   -0 01 39.4
 KC0582;UTM  15      - 4,358,554.173   740,419.549   MT  1.00031174   +1 46 10.0
 KC0582
 KC0582                          SUPERSEDED SURVEY CONTROL
 KC0582
 KC0582  NAD 83(1986)-  39 20 34.84124(N)    090 12 36.80169(W) AD(       ) 4
 KC0582  NAD 27      -  39 20 34.66500(N)    090 12 36.37600(W) AD(       ) 3
 KC0582
 KC0582.Superseded values are not recommended for survey control.
 KC0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0582.See file dsdata.txt to determine how the superseded data were derived.
 KC0582
 KC0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD4042058554(NAD 83)
 KC0582_MARKER: 53 = ELEVATED TANK
 KC0582
 KC0582  HISTORY     - Date     Condition        Report By
 KC0582  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0582
 KC0582                          STATION DESCRIPTION
 KC0582
 KC0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0582'INTERSECTION STATION.  THIS IS THE MUNICIPAL WATERTANK AND IS
 KC0582'ABOUT 1 BLOCK SOUTHEAST OF THE TOWN SQUARE.  IT IS A FOUR-LEGGED,
 KC0582'ALUMINUM COLORED, STEEL TANK.  THE TOP IS ABOUT 120 FEET ABOVE
 KC0582'THE GROUND.  THE FINIAL WAS LOCATED FROM TRIANGULATION STATIONS
 KC0582'CLAY, ROOD, WALSH, ATHEN, RABE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0387 ***********************************************************************
 KB0387  DESIGNATION -  GREENUP
 KB0387  PID         -  KB0387
 KB0387  STATE/COUNTY-  IL/CUMBERLAND
 KB0387  USGS QUAD   -  GREENUP (1985)
 KB0387
 KB0387                         *CURRENT SURVEY CONTROL
 KB0387  ___________________________________________________________________
 KB0387* NAD 83(1997)-  39 14 42.86807(N)    088 09 05.41296(W)     ADJUSTED  
 KB0387* NAVD 88     -       180.652  (meters)     592.69   (feet)  ADJUSTED  
 KB0387  ___________________________________________________________________
 KB0387  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 KB0387  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0387  DYNAMIC HT  -         180.546 (meters)     592.34  (feet)  COMP
 KB0387  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 KB0387
 KB0387  HORZ ORDER  -  SECOND
 KB0387  VERT ORDER  -  SECOND    CLASS 0
 KB0387
 KB0387.The horizontal coordinates were established by classical geodetic methods
 KB0387.and adjusted by the National Geodetic Survey in October 1999..
 KB0387
 KB0387.The orthometric height was determined by differential leveling
 KB0387.and adjusted by the National Geodetic Survey in June 1991..
 KB0387
 KB0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0387
 KB0387.The geoid height was determined by GEOID03.
 KB0387
 KB0387.The dynamic height is computed by dividing the NAVD 88
 KB0387.geopotential number by the normal gravity value computed on the
 KB0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0387.degrees latitude (g = 980.6199 gals.).
 KB0387
 KB0387.The modeled gravity was interpolated from observed gravity values.
 KB0387
 KB0387;                    North         East     Units Scale Factor Converg.
 KB0387;SPC IL E     -   286,219.255   315,696.350   MT  0.99997803   +0 06 54.1
 KB0387;SPC IL E     -   939,037.67  1,035,747.11   sFT  0.99997803   +0 06 54.1
 KB0387;UTM  16      - 4,344,623.578   400,633.055   MT  0.99972157   -0 43 42.8
 KB0387
 KB0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0387!SPC IL E     -   0.99997668  x   0.99997803  =   0.99995471
 KB0387!UTM  16      -   0.99997668  x   0.99972157  =   0.99969826
 KB0387
 KB0387|---------------------------------------------------------------------|
 KB0387| PID    Reference Object                     Distance      Geod. Az  |
 KB0387|                                                           dddmmss.s |
 KB0387| KB0386 GREENUP RM 1                         57.171 METERS 10828     |
 KB0387| KB0389 GREENUP AZ MK                                      2283648.3 |
 KB0387| KB0388 GREENUP RM 2                         26.045 METERS 24123     |
 KB0387|---------------------------------------------------------------------|
 KB0387
 KB0387                          SUPERSEDED SURVEY CONTROL
 KB0387
 KB0387  NAD 83(1997)-  39 14 42.87259(N)    088 09 05.40763(W) AD(       ) 2
 KB0387  NAD 83(1986)-  39 14 42.87779(N)    088 09 05.40727(W) AD(       ) 2
 KB0387  NAD 27      -  39 14 42.73850(N)    088 09 05.27020(W) AD(       ) 2
 KB0387  NGVD 29 (??/??/92)  180.711  (m)          592.88   (f) ADJ UNCH    2 0
 KB0387
 KB0387.Superseded values are not recommended for survey control.
 KB0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0387.See file dsdata.txt to determine how the superseded data were derived.
 KB0387
 KB0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0063344624(NAD 83)
 KB0387_MARKER: DS = TRIANGULATION STATION DISK
 KB0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0387_STAMPING: GREENUP 1959
 KB0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0387+STABILITY: SURFACE MOTION
 KB0387
 KB0387  HISTORY     - Date     Condition        Report By
 KB0387  HISTORY     - 1959     MONUMENTED       CGS
 KB0387  HISTORY     - 1959     GOOD             CGS
 KB0387  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0387
 KB0387                          STATION DESCRIPTION
 KB0387
 KB0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0387'THE STATION IS LOCATED ABOUT 0.6 MILE SOUTHEAST OF THE CENTER OF
 KB0387'GREENUP ON LAND OWNED BY MR. CLEO SEDWICK.
 KB0387'
 KB0387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KB0387'HIGHWAY 130 IN GREENUP, GO SOUTH ON STATE HIGHWAY 130 FOR
 KB0387'0.2 MILE TO A CROSSROAD, TURN LEFT, EAST FOR 0.15 MILE TO THE
 KB0387'SOUTHEAST CORNER OF A STAND OF TIMBER TREES AND THE STATION, ON
 KB0387'THE LEFT.
 KB0387'
 KB0387'STATION MARK, A STANDARD DISK STAMPED GREENUP 1959, IS SET IN A 10
 KB0387'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KB0387'GROUND. THE MARK IS 92 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 KB0387'SURFACED RD., 48.6 FEET NORTH OF A WITNESS POST, 46 FEET SOUTH OF
 KB0387'AN OAK TREE WITH A TRIANGLE BLAZE AND 35.5 FEET EAST OF ANOTHER OAK
 KB0387'TREE WITH A TRIANGLE BLAZE.
 KB0387'
 KB0387'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED GREENUP NO 1 1959,
 KB0387'IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KB0387'SURFACE OF THE GROUND. THE MARK IS 32 FEET NORTH OF THE APPROXIMATE
 KB0387'CENTER OF THE SURFACED RD, AND2.4 FEET WEST OF A POWER POLE.
 KB0387'
 KB0387'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED GREENUP NO 2 1959,
 KB0387'IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 KB0387'INCHES. THE MARK IS 75 FEET WEST OF A WITNESS POST, 50 FEET NORTH OF
 KB0387'THE APPROXIMATE CENTER OF THE SURFACED ROAD AND 21 FEET
 KB0387'NORTHEAST OF A POWER POLE.
 KB0387'
 KB0387'AZIMUTH MARK, A STANDARD DISK STAMPED GREENUP 1959, IS SET IN A 10
 KB0387'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KB0387'GROUND. THE MARK IS 97 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 KB0387'OF A CONCRETE BRIDGE, 20 FEET WEST OF THE CENTERLINE OF STATE
 KB0387'HIGHWAY 130 AND 2 FEET NORTH OF A WITNESS POST.
 KB0387'
 KB0387'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE SURFACED
 KB0387'ROAD FOR 0.15 MILE TO STATE HIGHWAY 130, TURN LEFT, SOUTH, ON
 KB0387'STATE HIGHWAY 130 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT JUST
 KB0387'BEFORE REACHING THE BRIDGE.
 KB0387'
 KB0387'HEIGHT OF LIGHT ABOVE STATION MARK 30.21 METERS.
 KB0387
 KB0387                          STATION RECOVERY (1959)
 KB0387
 KB0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0387'0.4 MI SE FROM GREENUP.
 KB0387'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION
 KB0387'WITH U.S. HIGHWAY 40 IN GREENUP, THENCE 0.2 MILE EAST ALONG AN
 KB0387'ASPHALT ROAD, AT THE SOUTHEAST CORNER OF A LARGE GROVE OF TREES,
 KB0387'91 FEET NORTH OF THE CENTER LINE OF THE ROAD, 85 FEET NORTHWEST
 KB0387'OF THE NORTH END OF A CONCRETE BOX CULVERT, 106 FEET NORTHEAST
 KB0387'OF A POWER POLE, 48.7 FEET NORTH OF A METAL WITNESS POST, ABOUT
 KB0387'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KB0387'WITH THE GROUND.
 KB0387
 KB0387                          STATION RECOVERY (2005)
 KB0387
 KB0387'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0389 ***********************************************************************
 KB0389  DESIGNATION -  GREENUP AZ MK
 KB0389  PID         -  KB0389
 KB0389  STATE/COUNTY-  IL/CUMBERLAND
 KB0389  USGS QUAD   -  GREENUP (1985)
 KB0389
 KB0389                         *CURRENT SURVEY CONTROL
 KB0389  ___________________________________________________________________
 KB0389* NAD 83(1986)-  39 14 36.     (N)    088 09 15.     (W)     SCALED    
 KB0389* NAVD 88     -       186.585  (meters)     612.15   (feet)  ADJUSTED  
 KB0389  ___________________________________________________________________
 KB0389  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0389  DYNAMIC HT  -         186.475 (meters)     611.79  (feet)  COMP
 KB0389  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 KB0389
 KB0389  VERT ORDER  -  SECOND    CLASS 0
 KB0389
 KB0389.The horizontal coordinates were scaled from a topographic map and have
 KB0389.an estimated accuracy of +/- 6 seconds.
 KB0389
 KB0389.The orthometric height was determined by differential leveling
 KB0389.and adjusted by the National Geodetic Survey in June 1991..
 KB0389
 KB0389.The geoid height was determined by GEOID03.
 KB0389
 KB0389.The dynamic height is computed by dividing the NAVD 88
 KB0389.geopotential number by the normal gravity value computed on the
 KB0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0389.degrees latitude (g = 980.6199 gals.).
 KB0389
 KB0389.The modeled gravity was interpolated from observed gravity values.
 KB0389
 KB0389;                    North         East    Units  Estimated Accuracy
 KB0389;SPC IL E     -   286,010.      315,470.      MT  (+/- 180 meters Scaled)
 KB0389
 KB0389                          SUPERSEDED SURVEY CONTROL
 KB0389
 KB0389  NGVD 29 (??/??/92)  186.644  (m)          612.35   (f) ADJ UNCH    2 0
 KB0389
 KB0389.Superseded values are not recommended for survey control.
 KB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0389.See file dsdata.txt to determine how the superseded data were derived.
 KB0389
 KB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ004444(NAD 83)
 KB0389_MARKER: DR = REFERENCE MARK DISK
 KB0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0389_STAMPING: GREENUP 1959
 KB0389_MARK LOGO: CGS   
 KB0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0389+STABILITY: SURFACE MOTION
 KB0389
 KB0389  HISTORY     - Date     Condition        Report By
 KB0389  HISTORY     - 1959     MONUMENTED       CGS
 KB0389  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0389
 KB0389                          STATION DESCRIPTION
 KB0389
 KB0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0389'0.4 MI S FROM GREENUP.
 KB0389'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION
 KB0389'WITH U.S. HIGHWAY 40 IN GREENUP, NEAR THE NORTH END OF THE
 KB0389'HIGHWAY BRIDGE OVER THE PENNSYLVANIA RAILROAD, 20 FEET EAST OF
 KB0389'THE CENTER LINE OF THE HIGHWAY, 97 FEET NORTH OF THE NORTH END
 KB0389'OF THE BRIDGE, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT
 KB0389'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 KB0389'PROJECTING 2 INCHES.
 KB0389
 KB0389                          STATION RECOVERY (2005)
 KB0389
 KB0389'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0386 ***********************************************************************
 KB0386  DESIGNATION -  GREENUP RM 1
 KB0386  PID         -  KB0386
 KB0386  STATE/COUNTY-  IL/CUMBERLAND
 KB0386  USGS QUAD   -  GREENUP (1985)
 KB0386
 KB0386                         *CURRENT SURVEY CONTROL
 KB0386  ___________________________________________________________________
 KB0386* NAD 83(1986)-  39 14 42.     (N)    088 09 05.     (W)     SCALED    
 KB0386* NAVD 88     -       180.837  (meters)     593.30   (feet)  ADJUSTED  
 KB0386  ___________________________________________________________________
 KB0386  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0386  DYNAMIC HT  -         180.731 (meters)     592.95  (feet)  COMP
 KB0386  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 KB0386
 KB0386  VERT ORDER  -  SECOND    CLASS 0
 KB0386
 KB0386.The horizontal coordinates were scaled from a topographic map and have
 KB0386.an estimated accuracy of +/- 6 seconds.
 KB0386
 KB0386.The orthometric height was determined by differential leveling
 KB0386.and adjusted by the National Geodetic Survey in June 1991..
 KB0386
 KB0386.The geoid height was determined by GEOID03.
 KB0386
 KB0386.The dynamic height is computed by dividing the NAVD 88
 KB0386.geopotential number by the normal gravity value computed on the
 KB0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0386.degrees latitude (g = 980.6199 gals.).
 KB0386
 KB0386.The modeled gravity was interpolated from observed gravity values.
 KB0386
 KB0386;                    North         East    Units  Estimated Accuracy
 KB0386;SPC IL E     -   286,190.      315,710.      MT  (+/- 180 meters Scaled)
 KB0386
 KB0386                          SUPERSEDED SURVEY CONTROL
 KB0386
 KB0386  NGVD 29 (??/??/92)  180.896  (m)          593.49   (f) ADJ UNCH    2 0
 KB0386
 KB0386.Superseded values are not recommended for survey control.
 KB0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0386.See file dsdata.txt to determine how the superseded data were derived.
 KB0386
 KB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ006445(NAD 83)
 KB0386_MARKER: DR = REFERENCE MARK DISK
 KB0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0386_STAMPING: GREENUP NO 1 1959
 KB0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0386+STABILITY: SURFACE MOTION
 KB0386
 KB0386  HISTORY     - Date     Condition        Report By
 KB0386  HISTORY     - 1959     MONUMENTED       CGS
 KB0386  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0386
 KB0386                          STATION DESCRIPTION
 KB0386
 KB0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0386'0.4 MI SE FROM GREENUP.
 KB0386'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION
 KB0386'WITH U.S. HIGHWAY 40 IN GREENUP, THENCE 0.2 MILE EAST ALONG AN
 KB0386'ASPHALT ROAD, AT THE SOUTHEAST CORNER OF A LARGE GROVE OF TREES,
 KB0386'33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A
 KB0386'POWER POLE, 149 FEET EAST OF THE NORTH END OF A CONCRETE BOX
 KB0386'CULVERT, 47 FEET EAST OF THE EAST END OF A METAL PIPE CULVERT,
 KB0386'187.7 FEET EAST-SOUTHEAST OF TRIANGULATION STATION GREENUP,
 KB0386'178.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 KB0386'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KB0386'PROJECTING 2 INCHES.
 KB0386
 KB0386                          STATION RECOVERY (2005)
 KB0386
 KB0386'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0388 ***********************************************************************
 KB0388  DESIGNATION -  GREENUP RM 2
 KB0388  PID         -  KB0388
 KB0388  STATE/COUNTY-  IL/CUMBERLAND
 KB0388  USGS QUAD   -  GREENUP (1985)
 KB0388
 KB0388                         *CURRENT SURVEY CONTROL
 KB0388  ___________________________________________________________________
 KB0388* NAD 83(1986)-  39 14 41.     (N)    088 09 03.     (W)     SCALED    
 KB0388* NAVD 88     -       180.806  (meters)     593.19   (feet)  ADJUSTED  
 KB0388  ___________________________________________________________________
 KB0388  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0388  DYNAMIC HT  -         180.700 (meters)     592.85  (feet)  COMP
 KB0388  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 KB0388
 KB0388  VERT ORDER  -  SECOND    CLASS 0
 KB0388
 KB0388.The horizontal coordinates were scaled from a topographic map and have
 KB0388.an estimated accuracy of +/- 6 seconds.
 KB0388
 KB0388.The orthometric height was determined by differential leveling
 KB0388.and adjusted by the National Geodetic Survey in June 1991..
 KB0388
 KB0388.The geoid height was determined by GEOID03.
 KB0388
 KB0388.The dynamic height is computed by dividing the NAVD 88
 KB0388.geopotential number by the normal gravity value computed on the
 KB0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0388.degrees latitude (g = 980.6199 gals.).
 KB0388
 KB0388.The modeled gravity was interpolated from observed gravity values.
 KB0388
 KB0388;                    North         East    Units  Estimated Accuracy
 KB0388;SPC IL E     -   286,160.      315,750.      MT  (+/- 180 meters Scaled)
 KB0388
 KB0388                          SUPERSEDED SURVEY CONTROL
 KB0388
 KB0388  NGVD 29 (??/??/92)  180.865  (m)          593.39   (f) ADJ UNCH    2 0
 KB0388
 KB0388.Superseded values are not recommended for survey control.
 KB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0388.See file dsdata.txt to determine how the superseded data were derived.
 KB0388
 KB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ006445(NAD 83)
 KB0388_MARKER: DR = REFERENCE MARK DISK
 KB0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0388_STAMPING: GREENUP NO 2 1959
 KB0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0388+STABILITY: SURFACE MOTION
 KB0388
 KB0388  HISTORY     - Date     Condition        Report By
 KB0388  HISTORY     - 1959     MONUMENTED       CGS
 KB0388  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0388
 KB0388                          STATION DESCRIPTION
 KB0388
 KB0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0388'0.4 MI SE FROM GREENUP.
 KB0388'ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION
 KB0388'WITH U.S. HIGHWAY 40 IN GREENUP, THENCE 0.2 MILE EAST ALONG AN
 KB0388'ASPHALT ROAD, AT THE SOUTHEAST CORNER OF A LARGE GROVE OF TREES,
 KB0388'51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET NORTHEAST
 KB0388'OF A POWER POLE, 109 FEET WEST-NORTHWEST OF THE NORTH END OF A
 KB0388'CONCRETE BOX CULVERT, 85.6 FEET SOUTHWEST OF TRIANGULATION STATION
 KB0388'GREENUP, 25.5 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 KB0388'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KB0388'POST PROJECTING 2 INCHES.
 KB0388
 KB0388                          STATION RECOVERY (2005)
 KB0388
 KB0388'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1937 ***********************************************************************
 LC1937  DESIGNATION -  GREENVIEW
 LC1937  PID         -  LC1937
 LC1937  STATE/COUNTY-  IL/MENARD
 LC1937  USGS QUAD   -  GREENVIEW (1980)
 LC1937
 LC1937                         *CURRENT SURVEY CONTROL
 LC1937  ___________________________________________________________________
 LC1937* NAD 83(1997)-  40 01 08.53358(N)    089 43 11.11269(W)     ADJUSTED  
 LC1937* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 LC1937  ___________________________________________________________________
 LC1937  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 LC1937  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LC1937
 LC1937  HORZ ORDER  -  FIRST
 LC1937
 LC1937.The horizontal coordinates were established by classical geodetic methods
 LC1937.and adjusted by the National Geodetic Survey in October 1999..
 LC1937
 LC1937.The orthometric height was scaled from a topographic map.
 LC1937
 LC1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1937
 LC1937.The geoid height was determined by GEOID03.
 LC1937
 LC1937;                    North         East     Units Scale Factor Converg.
 LC1937;SPC IL W     -   372,197.134   738,150.860   MT  0.99995909   +0 17 14.6
 LC1937;SPC IL W     - 1,221,116.76  2,421,749.95   sFT  0.99995909   +0 17 14.6
 LC1937;UTM  16      - 4,433,414.085   267,891.884   MT  1.00026327   -1 44 58.9
 LC1937
 LC1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1937!SPC IL W     -   0.99997533  x   0.99995909  =   0.99993442
 LC1937!UTM  16      -   0.99997533  x   1.00026327  =   1.00023859
 LC1937
 LC1937|---------------------------------------------------------------------|
 LC1937| PID    Reference Object                     Distance      Geod. Az  |
 LC1937|                                                           dddmmss.s |
 LC1937| CI7479 GREENVIEW RM 1                       48.610 METERS 03220     |
 LC1937| CI7480 GREENVIEW RM 2                       32.004 METERS 12159     |
 LC1937| KB1490 SPRINGFIELD WATER AND LT STACK      APPROX.19.2 KM 1580520.7 |
 LC1937| KB1475 SPRINGFIELD SANGAMON ELEC TK        APPROX.23.3 KM 1631124.3 |
 LC1937| KB1472 SPRINGFIELD ST JOHNS HOSP STK       APPROX.24.6 KM 1643935.7 |
 LC1937| KB1489 SPRINGFIELD CAP PWR PLT STK         APPROX.25.0 KM 1670150.8 |
 LC1937| KB1488 SPRINGFIELD STATE CAPITOL DOME      APPROX.25.1 KM 1671343.5 |
 LC1937| KB1484 SPRINGFIELD ILL PL GAS PLT STK      APPROX.23.5 KM 1693520.9 |
 LC1937| CI7478 GREENVIEW AZ MK                                    2672636.8 |
 LC1937|---------------------------------------------------------------------|
 LC1937
 LC1937                          SUPERSEDED SURVEY CONTROL
 LC1937
 LC1937  NAD 83(1986)-  40 01 08.54447(N)    089 43 11.10405(W) AD(       ) 1
 LC1937  NAD 27      -  40 01 08.37470(N)    089 43 10.72220(W) AD(       ) 1
 LC1937
 LC1937.Superseded values are not recommended for survey control.
 LC1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1937.See file dsdata.txt to determine how the superseded data were derived.
 LC1937
 LC1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK6789233414(NAD 83)
 LC1937_MARKER: DS = TRIANGULATION STATION DISK
 LC1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1937
 LC1937  HISTORY     - Date     Condition        Report By
 LC1937  HISTORY     - 1934     MONUMENTED       CGS
 LC1937  HISTORY     - 1959     GOOD             CGS
 LC1937
 LC1937                          STATION DESCRIPTION
 LC1937
 LC1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1937'STATION IS LOCATED ABOUT 5.1 MILES S OF GREENVIEW, ABOUT 7
 LC1937'MILES E OF PETERSBURG, AND ABOUT 4 MILES N OF ATHENS, AT THE
 LC1937'JUNCTION OF STATE HIGHWAYS 24 AND 43A (123), ON PROPERTY OF
 LC1937'THE STATE HIGHWAY DEPARTMENT, IN THE TRIANGLE FORMED BY THE
 LC1937'JUNCTION OF THE TWO ROADS, 59 FEET W OF THE CENTER LINE OF
 LC1937'STATE HIGHWAY 24, 54-1/2 FEET SE OF THE CENTER LINE OF THE
 LC1937'N LEG OF THE Y, 142 FEET NNE OF THE CENTER LINE OF THE S LEG
 LC1937'OF THE Y, AND IS FLUSH WITH THE SURFACE.
 LC1937'
 LC1937'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1937'BRONZE DISKS SET IN CONCRETE.
 LC1937'
 LC1937'REFERENCE MARK NO. 1 IS NE OF THE STATION, ALONG THE E SIDE
 LC1937'OF THE RIGHT-OF-WAY OF STATE HIGHWAY 24, 0.5 FOOT W OF THE
 LC1937'RIGHT-OF-WAY FENCE, 29 FEET E OF THE CENTER LINE OF STATE
 LC1937'HIGHWAY 24, AND PROJECTS 12 INCHES.  REFERENCE MARK NO. 2 IS
 LC1937'SE OF THE STATION, 29.5 FEET E OF THE CENTER LINE OF STATE
 LC1937'HIGHWAY 24, 0.5 FOOT W OF THE RIGHT-OF-WAY FENCE, 3 FEET
 LC1937'N OF A CONCRETE HIGHWAY MARKER, 4.5 FEET N OF THE SW CORNER
 LC1937'OF A FIELD, AND PROJECTS 9 INCHES.  THE DISTANCE BETWEEN
 LC1937'REFERENCE MARKS IS 190.40 FEET.
 LC1937'
 LC1937'AZIMUTH MARK IS W OF THE STATION, 32 FEET S OF THE CENTER LINE
 LC1937'OF STATE HIGHWAY 43A (123), 98 FEET W OF THE CENTER OF A CONCRETE
 LC1937'CULVERT, AND PROJECTS 8 INCHES.
 LC1937
 LC1937                          STATION RECOVERY (1959)
 LC1937
 LC1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1937'THE STATION WAS NOT FOUND AT THIS TIME AND I WAS INFORMED
 LC1937'BY AN ENGINEER THAT HE WAS PRESENT AT THE TIME THE MARKS
 LC1937'WERE TORN OUT BY ROAD CONSTRUCTION.  HE ASSURED ME THAT THE
 LC1937'UNDERGROUND MARK WAS ALSO TORN OUT.  THIS STATION AND ALL
 LC1937'MARKS SHOULD BE CONSIDERED AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1941 ***********************************************************************
 LC1941  CBN         -  This is a Cooperative Base Network Control Station.
 LC1941  DESIGNATION -  GREENVIEW 2
 LC1941  PID         -  LC1941
 LC1941  STATE/COUNTY-  IL/MENARD
 LC1941  USGS QUAD   -  GREENVIEW (1980)
 LC1941
 LC1941                         *CURRENT SURVEY CONTROL
 LC1941  ___________________________________________________________________
 LC1941* NAD 83(1997)-  40 01 08.85912(N)    089 43 11.72029(W)     ADJUSTED  
 LC1941* NAVD 88     -       189.5    (meters)     622.     (feet)  GPS OBS   
 LC1941  ___________________________________________________________________
 LC1941  X           -      23,910.732 (meters)                     COMP
 LC1941  Y           -  -4,891,403.849 (meters)                     COMP
 LC1941  Z           -   4,079,713.154 (meters)                     COMP
 LC1941  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 LC1941  ELLIP HEIGHT-         156.86  (meters)          (10/15/04) GPS OBS
 LC1941  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LC1941
 LC1941  HORZ ORDER  -  B
 LC1941  ELLP ORDER  -  FOURTH    CLASS II
 LC1941
 LC1941.The horizontal coordinates were established by GPS observations
 LC1941.and adjusted by the National Geodetic Survey in July 1998..
 LC1941
 LC1941.The orthometric height was determined by GPS observations and a
 LC1941.high-resolution geoid model.
 LC1941
 LC1941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1941
 LC1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1941
 LC1941.The ellipsoidal height was determined by GPS observations
 LC1941.and is referenced to NAD 83.
 LC1941
 LC1941.The geoid height was determined by GEOID03.
 LC1941
 LC1941;                    North         East     Units Scale Factor Converg.
 LC1941;SPC IL W     -   372,207.102   738,136.402   MT  0.99995907   +0 17 14.2
 LC1941;SPC IL W     - 1,221,149.47  2,421,702.51   sFT  0.99995907   +0 17 14.2
 LC1941;UTM  16      - 4,433,424.564   267,877.785   MT  1.00026335   -1 44 59.3
 LC1941
 LC1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1941!SPC IL W     -   0.99997539  x   0.99995907  =   0.99993446
 LC1941!UTM  16      -   0.99997539  x   1.00026335  =   1.00023874
 LC1941
 LC1941|---------------------------------------------------------------------|
 LC1941| PID    Reference Object                     Distance      Geod. Az  |
 LC1941|                                                           dddmmss.s |
 LC1941| CI7482 GREENVIEW 2 RM 1                     65.509 METERS 13015     |
 LC1941| CI8070 PP INTERSECTION HYS 29 123                         13509     |
 LC1941| KB1494 ATHENS MUNICIPAL TANK               APPROX. 6.3 KM 1865834.1 |
 LC1941| CI7483 GREENVIEW 2 RM 2                     52.375 METERS 19649     |
 LC1941| CI7481 GREENVIEW 2 AZ MK                                  2664116.0 |
 LC1941|---------------------------------------------------------------------|
 LC1941
 LC1941                          SUPERSEDED SURVEY CONTROL
 LC1941
 LC1941  ELLIP H (07/17/98)  156.88   (m)                       GP(       ) 4 1
 LC1941  NAD 83(1986)-  40 01 08.86866(N)    089 43 11.70987(W) AD(       ) 2
 LC1941  NAD 27      -  40 01 08.69460(N)    089 43 11.33010(W) AD(       ) 2
 LC1941
 LC1941.Superseded values are not recommended for survey control.
 LC1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1941.See file dsdata.txt to determine how the superseded data were derived.
 LC1941
 LC1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK6787833425(NAD 83)
 LC1941_MARKER: DS = TRIANGULATION STATION DISK
 LC1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1941_STAMPING: GREENVIEW 2 1959
 LC1941_MARK LOGO: CGS   
 LC1941_PROJECTION: FLUSH
 LC1941_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1941+STABILITY: SURFACE MOTION
 LC1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1941+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 LC1941
 LC1941  HISTORY     - Date     Condition        Report By
 LC1941  HISTORY     - 1959     MONUMENTED       CGS
 LC1941  HISTORY     - 19970429 GOOD             NGS
 LC1941  HISTORY     - 20031103 GOOD             ILDT
 LC1941  HISTORY     - 20040202 GOOD             ILDT
 LC1941  HISTORY     - 20040209 GOOD             ILDT
 LC1941
 LC1941                          STATION DESCRIPTION
 LC1941
 LC1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1941'THE STATION IS ABOUT 5 MILES SOUTH OF GREENVIEW, 7 MILES EAST
 LC1941'OF PETERSBURG, AND 4 MILES NORTH OF ATHENS IN THE NORTHWEST
 LC1941'ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 29 AND 123.  IT
 LC1941'IS 134 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 LC1941'THE HIGHWAYS, 105 FEET WEST OF THE CENTERLINE OF HIGHWAY 29,
 LC1941'89 FEET NORTH OF THE CENTERLINE OF HIGHWAY 123, AND 60 FEET
 LC1941'NORTH OF THE NORTH END OF A CONCRETE CULVERT.  THE MONUMENT
 LC1941'IS FLUSH AND THE DISK IS STAMPED GREENVIEW 2 1959.
 LC1941'
 LC1941'TO REACH THE STATION FROM THE POST OFFICE IN GREENVIEW, GO
 LC1941'EAST ON A PAVED STREET FOR 0.25 MILE TO THE INTERSECTION
 LC1941'OF STATE HIGHWAY 29.  TURN RIGHT AND GO SOUTH ON HIGHWAY 29
 LC1941'FOR 4.8 MILES TO THE INTERSECTION OF STATE HIGHWAY 123 AND
 LC1941'THE STATION ON THE RIGHT.
 LC1941'
 LC1941'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 LC1941'123 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 LC1941'
 LC1941'REFERENCE MARK 1 IS 80 FEET SOUTHEAST OF THE CENTER OF THE
 LC1941'INTERSECTION OF THE HIGHWAYS, 49 FEET EAST OF THE CENTERLINE
 LC1941'OF HIGHWAY 29, 36 FEET SOUTH OF THE CENTERLINE OF A FIELD
 LC1941'ROAD, AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS 3
 LC1941'INCHES AND THE DISK IS STAMPED GREENVIEW 2 NO 1 1959.
 LC1941'
 LC1941'REFERENCE MARK 2 IS 78 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 LC1941'123, 35 FEET SOUTHEAST OF A POWER POLE, AND 3 FEET NORTH OF
 LC1941'A FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 LC1941'STAMPED GREENVIEW 2 NO 2 1959.
 LC1941'
 LC1941'THE AZIMUTH MARK IS 55 FEET WEST OF THE WEST END OF A CONCRETE
 LC1941'CULVERT, 30 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 LC1941'123, 18 FEET EAST OF A TELEPHONE POLE, 6 INCHES NORTH OF A
 LC1941'FENCE, AND 2 FEET EAST OF A WITNESS POST.  THE MONUMENT PROJECTS
 LC1941'4 INCHES AND THE DISK IS STAMPED GREENVIEW 1934 AZIMUTH.
 LC1941'
 LC1941'GREENVIEW 1934 WAS DESTROYED BY ROAD CONSTRUCTION THEREFORE
 LC1941'STATION GREENVIEW 2 WAS ESTABLISHED IN THE SAME LOCALITY.
 LC1941'THE OLD AZIMUTH MARK WAS RECOVERED AND USED WITH THE NEW STATION.
 LC1941'
 LC1941'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LC1941
 LC1941                          STATION RECOVERY (1997)
 LC1941
 LC1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LC1941'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF GREENVIEW, 7 MI
 LC1941'(11.3 KM) EAST OF PETERSBURG, AND 4 MI (6.4 KM) NORTH OF ATHENS, IN
 LC1941'THE NORTHWEST ANGLE OF THE JUNCTION OF STATE ROUTES 29 AND 123, 40.8 M
 LC1941'(133.9 FT) NORTHWEST OF THE CENTER OF THE INTERSECTION, 32.0 M (105.0
 LC1941'FT) WEST OF THE CENTER OF ROUTE 29, 27.1 M (88.9 FT) NORTH OF THE
 LC1941'CENTER OF ROUTE 123, 18.3 M (60.0 FT) NORTH OF THE NORTH END OF A
 LC1941'CONCRETE CULVERT, 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST, AND
 LC1941'0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST.
 LC1941
 LC1941                          STATION RECOVERY (2003)
 LC1941
 LC1941'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 LC1941'RECOVERED AS DESCRIBED
 LC1941
 LC1941                          STATION RECOVERY (2004)
 LC1941
 LC1941'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DL)
 LC1941'RECOVERED AS DESCRIBED
 LC1941
 LC1941                          STATION RECOVERY (2004)
 LC1941
 LC1941'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DL)
 LC1941'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1940 ***********************************************************************
 LC1940  DESIGNATION -  GREENVIEW GRAIN ELEVATOR LIGHT
 LC1940  PID         -  LC1940
 LC1940  STATE/COUNTY-  IL/MENARD
 LC1940  USGS QUAD   -  GREENVIEW (1980)
 LC1940
 LC1940                         *CURRENT SURVEY CONTROL
 LC1940  ___________________________________________________________________
 LC1940* NAD 83(1997)-  40 05 06.36790(N)    089 44 24.72392(W)     ADJUSTED  
 LC1940* NAVD 88     -                                                        
 LC1940  ___________________________________________________________________
 LC1940  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 LC1940  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LC1940
 LC1940  HORZ ORDER  -  THIRD
 LC1940
 LC1940.The horizontal coordinates were established by classical geodetic methods
 LC1940.and adjusted by the National Geodetic Survey in October 1999..
 LC1940
 LC1940
 LC1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1940
 LC1940.The geoid height was determined by GEOID03.
 LC1940
 LC1940;                    North         East     Units Scale Factor Converg.
 LC1940;SPC IL W     -   379,523.762   736,370.209   MT  0.99995745   +0 16 28.6
 LC1940;SPC IL W     - 1,245,154.21  2,415,907.93   sFT  0.99995745   +0 16 28.6
 LC1940;UTM  16      - 4,440,801.701   266,372.505   MT  1.00027197   -1 45 55.0
 LC1940
 LC1940                          SUPERSEDED SURVEY CONTROL
 LC1940
 LC1940  NAD 83(1986)-  40 05 06.37679(N)    089 44 24.71444(W) AD(       ) 4
 LC1940  NAD 27      -  40 05 06.21100(N)    089 44 24.32900(W) AD(       ) 3
 LC1940
 LC1940.Superseded values are not recommended for survey control.
 LC1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1940.See file dsdata.txt to determine how the superseded data were derived.
 LC1940
 LC1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK6637340802(NAD 83)
 LC1940_MARKER: 65 = GRAIN ELEVATOR
 LC1940
 LC1940  HISTORY     - Date     Condition        Report By
 LC1940  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1940
 LC1940                          STATION DESCRIPTION
 LC1940
 LC1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1940'THE STATION IS THE LIGHT ATOP THE GRAIN ELEVATOR LOCATED
 LC1940'JUST EAST OF GULF, MOBILE AND OHIO RAILROAD ABOUT 1 BLOCK
 LC1940'NORTHWEST OF THE POST OFFICE IN GREENVIEW.  THE LIGHT IS
 LC1940'ON A STAND ON TOP OF THE ELEVATOR WHICH IS ABOUT 150 FEET
 LC1940'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1938 ***********************************************************************
 LC1938  DESIGNATION -  GREENVIEW MUNICIPAL TANK
 LC1938  PID         -  LC1938
 LC1938  STATE/COUNTY-  IL/MENARD
 LC1938  USGS QUAD   -  GREENVIEW (1980)
 LC1938
 LC1938                         *CURRENT SURVEY CONTROL
 LC1938  ___________________________________________________________________
 LC1938* NAD 83(1997)-  40 05 00.90497(N)    089 44 20.50217(W)     ADJUSTED  
 LC1938* NAVD 88     -                                                        
 LC1938  ___________________________________________________________________
 LC1938  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LC1938  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LC1938
 LC1938  HORZ ORDER  -  THIRD
 LC1938
 LC1938.The horizontal coordinates were established by classical geodetic methods
 LC1938.and adjusted by the National Geodetic Survey in October 1999..
 LC1938
 LC1938
 LC1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1938
 LC1938.The geoid height was determined by GEOID03.
 LC1938
 LC1938;                    North         East     Units Scale Factor Converg.
 LC1938;SPC IL W     -   379,355.756   736,471.031   MT  0.99995754   +0 16 31.3
 LC1938;SPC IL W     - 1,244,603.01  2,416,238.71   sFT  0.99995754   +0 16 31.3
 LC1938;UTM  16      - 4,440,630.158   266,467.312   MT  1.00027143   -1 45 52.1
 LC1938
 LC1938                          SUPERSEDED SURVEY CONTROL
 LC1938
 LC1938  NAD 83(1986)-  40 05 00.91447(N)    089 44 20.49306(W) AD(       ) 4
 LC1938  NAD 27      -  40 05 00.74800(N)    089 44 20.10800(W) AD(       ) 3
 LC1938
 LC1938.Superseded values are not recommended for survey control.
 LC1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1938.See file dsdata.txt to determine how the superseded data were derived.
 LC1938
 LC1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK6646740630(NAD 83)
 LC1938_MARKER: 53 = ELEVATED TANK
 LC1938
 LC1938  HISTORY     - Date     Condition        Report By
 LC1938  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1938
 LC1938                          STATION DESCRIPTION
 LC1938
 LC1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1938'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK LOCATED
 LC1938'1 BLOCK SOUTH OF THE POST OFFICE ON THE SOUTHWEST CORNER OF
 LC1938'THE SQUARE IN THE TOWN OF GREENVIEW.  THE TANK IS SUPPORTED
 LC1938'BY A 4-LEGGED STEEL STRUCTURE.  THE TANK AND SUPPORTING
 LC1938'STRUCTURE ARE PAINTED SILVER.  THE HEIGHT IS APPROXIMATELY
 LC1938'120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1857 ***********************************************************************
 JB1857  DESIGNATION -  GREENVILLE MUNICIPAL TANK
 JB1857  PID         -  JB1857
 JB1857  STATE/COUNTY-  IL/BOND
 JB1857  USGS QUAD   -  GREENVILLE (1974)
 JB1857
 JB1857                         *CURRENT SURVEY CONTROL
 JB1857  ___________________________________________________________________
 JB1857* NAD 83(1997)-  38 53 44.67751(N)    089 24 36.74311(W)     ADJUSTED  
 JB1857* NAVD 88     -                                                        
 JB1857  ___________________________________________________________________
 JB1857  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JB1857  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB1857
 JB1857  HORZ ORDER  -  THIRD
 JB1857
 JB1857.The horizontal coordinates were established by classical geodetic methods
 JB1857.and adjusted by the National Geodetic Survey in October 1999..
 JB1857
 JB1857
 JB1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1857
 JB1857.The geoid height was determined by GEOID03.
 JB1857
 JB1857;                    North         East     Units Scale Factor Converg.
 JB1857;SPC IL W     -   247,668.024   765,622.035   MT  0.99999418   +0 28 30.0
 JB1857;SPC IL W     -   812,557.51  2,511,878.29   sFT  0.99999418   +0 28 30.0
 JB1857;SPC IL E     -   247,955.668   206,578.773   MT  1.00008243   -0 40 34.4
 JB1857;SPC IL E     -   813,501.22    677,750.52   sFT  1.00008243   -0 40 34.4
 JB1857;UTM  16      - 4,307,968.681   290,976.894   MT  1.00013803   -1 30 50.1
 JB1857
 JB1857                          SUPERSEDED SURVEY CONTROL
 JB1857
 JB1857  NAD 83(1986)-  38 53 44.69728(N)    089 24 36.73500(W) AD(       ) 4
 JB1857  NAD 27      -  38 53 44.53500(N)    089 24 36.45600(W) AD(       ) 3
 JB1857
 JB1857.Superseded values are not recommended for survey control.
 JB1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1857.See file dsdata.txt to determine how the superseded data were derived.
 JB1857
 JB1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9097707969(NAD 83)
 JB1857_MARKER: 53 = ELEVATED TANK
 JB1857
 JB1857  HISTORY     - Date     Condition        Report By
 JB1857  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1857
 JB1857                          STATION DESCRIPTION
 JB1857
 JB1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1857'THE STATION IS LOCATED IN THE NORTHEAST PART OF GREENVILLE, ABOUT 500
 JB1857'FEET NORTHWEST OF THE
 JB1857'CORNER OF BEAUMONT AVENUE AND SPRUCE STREET, ABOUT
 JB1857'500 FEET NORTHEAST OF THE CORNER OF
 JB1857'BEAUMONT AVENUE AND PRAIRIE
 JB1857'STREET AND ABOUT 200 FEET NORTH OF BEAUMONT AVENUE.
 JB1857'
 JB1857'THE STATION IS LARGE TANK SUPPORTED BY FOUR LEGS AND IS PAINTED
 JB1857'SILVER.
 JB1857'
 JB1857'THE POINT INTERSECTED WAS THE BALL ON TOP OF TANK WHICH IS
 JB1857'APPROXIMATELY 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1126 ***********************************************************************
 NH1126  DESIGNATION -  GREENWOOD
 NH1126  PID         -  NH1126
 NH1126  STATE/COUNTY-  IL/MCHENRY
 NH1126  USGS QUAD   -  WOODSTOCK (1982)
 NH1126
 NH1126                         *CURRENT SURVEY CONTROL
 NH1126  ___________________________________________________________________
 NH1126* NAD 83(1997)-  42 21 13.14003(N)    088 23 27.22338(W)     ADJUSTED  
 NH1126* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 NH1126  ___________________________________________________________________
 NH1126  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 NH1126  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NH1126
 NH1126  HORZ ORDER  -  THIRD
 NH1126
 NH1126.The horizontal coordinates were established by classical geodetic methods
 NH1126.and adjusted by the National Geodetic Survey in October 1999..
 NH1126
 NH1126.The orthometric height was scaled from a topographic map.
 NH1126
 NH1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1126
 NH1126.The geoid height was determined by GEOID03.
 NH1126
 NH1126;                    North         East     Units Scale Factor Converg.
 NH1126;SPC IL E     -   631,385.515   295,257.556   MT  0.99997528   -0 02 19.6
 NH1126;SPC IL E     - 2,071,470.64    968,690.83   sFT  0.99997528   -0 02 19.6
 NH1126;UTM  16      - 4,689,979.618   385,448.307   MT  0.99976145   -0 56 13.8
 NH1126
 NH1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1126!SPC IL E     -   0.99996111  x   0.99997528  =   0.99993639
 NH1126!UTM  16      -   0.99996111  x   0.99976145  =   0.99972257
 NH1126
 NH1126|---------------------------------------------------------------------|
 NH1126| PID    Reference Object                     Distance      Geod. Az  |
 NH1126|                                                           dddmmss.s |
 NH1126| CI9681 GREENWOOD RM 2                       21.836 METERS 00007     |
 NH1126| NH1141 GREENWOOD 2                          35.759 METERS 03705     |
 NH1126| NH1140 GREENWOOD 1954 AZ MK                345.078 METERS 09307     |
 NH1126| CI9680 GREENWOOD RM 1                       10.267 METERS 09533     |
 NH1126| NH1127 WOODSTOCK ELEC AUTOLITE CO STK      APPROX. 6.1 KM 2310510.5 |
 NH1126| NH1132 WOODSTOCK PWR AND LT CO STK         APPROX. 6.1 KM 2320459.0 |
 NH1126| NH1135 WOODSTOCK ROSE GARDEN STACK         APPROX. 8.1 KM 2625018.5 |
 NH1126| CI9682 GREENWOOD RM 3                        9.390 METERS 26508     |
 NH1126|---------------------------------------------------------------------|
 NH1126
 NH1126                          SUPERSEDED SURVEY CONTROL
 NH1126
 NH1126  NAD 83(1997)-  42 21 13.14003(N)    088 23 27.22339(W) AD(       ) 3
 NH1126  NAD 83(1997)-  42 21 13.13950(N)    088 23 27.23078(W) AD(       ) 3
 NH1126  NAD 83(1986)-  42 21 13.13793(N)    088 23 27.23403(W) AD(       ) 3
 NH1126  NAD 27      -  42 21 13.06720(N)    088 23 26.90260(W) AD(       ) 3
 NH1126
 NH1126.Superseded values are not recommended for survey control.
 NH1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1126.See file dsdata.txt to determine how the superseded data were derived.
 NH1126
 NH1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8544889980(NAD 83)
 NH1126_MARKER: DS = TRIANGULATION STATION DISK
 NH1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1126
 NH1126  HISTORY     - Date     Condition        Report By
 NH1126  HISTORY     - 1954     MONUMENTED       CGS
 NH1126  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NH1126  HISTORY     - 1975     SEE DESCRIPTION  NGS
 NH1126  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH1126  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH1126  HISTORY     - 19950513 GOOD             USPSQD
 NH1126
 NH1126                          STATION DESCRIPTION
 NH1126
 NH1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1126'STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY 120
 NH1126'ABOUT 6 MILES WEST OF MC HENRY AND ABOUT 4 MILES NORTHEAST
 NH1126'OF WOODSTOCK.  IT IS 38 FEET WEST OF A TELEPHONE POLE, 28
 NH1126'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5 FEET NORTHEAST
 NH1126'OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE
 NH1126'MARK IS FLUSH AND THE DISK IS STAMPED GREENWOOD 1954.
 NH1126'
 NH1126'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF THE
 NH1126'HIGHWAY, 4 FEET WEST OF THE TELEPHONE POLE AND 1 FOOT NORTH
 NH1126'OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1126'GREENWOOD NO 1 1954.
 NH1126'
 NH1126'REFERENCE MARK NO. 2 IS 43 FEET NORTH OF THE CENTER OF THE
 NH1126'HIGHWAY AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT
 NH1126'2 INCHES AND THE DISK IS STAMPED GREENWOOD NO 2 1954.
 NH1126'
 NH1126'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 NH1126'5 FEET NORTHWEST OF A POWER LINE POLE, 2 FEET WEST OF A WHITE
 NH1126'WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 NH1126'ABOUT 2 INCHES AND THE DISK IS STAMPED GREENWOOD 1954.
 NH1126'
 NH1126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31
 NH1126'AND 120 IN MC HENRY, GO WEST ON HIGHWAY 120 FOR 6.0 MILES
 NH1126'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 NH1126'WEST ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE LEFT
 NH1126'AS DESCRIBED.
 NH1126'
 NH1126'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1126
 NH1126                          STATION RECOVERY (1966)
 NH1126
 NH1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1126'THE SURFACE STATION MARK WAS FOUND UP-ROOTED BUT THE UNDERGROUND
 NH1126'MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 NH1126'NOT FOUND AND IS ASSUMED LOST WHEN AN UNDERGROUND TELEPHONE
 NH1126'CABLE SYSTEM WAS INSTALLED IN THE VICINITY OF THE STATION.
 NH1126'THE V.G. OBJECTS MENTIONED IN THE PREVIOUS DESCRIPTION ARE NOW
 NH1126'OBSTRUCTED BY AN APPLE ORCHARD.  A NEW DESCRIPTION FOLLOWS.
 NH1126'AND R.M. 3 SET.
 NH1126'
 NH1126'STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 120
 NH1126'ABOUT 6 MILES WEST OF MC HENRY AND 4 MILES NORTHEAST OF
 NH1126'WOODSTOCK.
 NH1126'
 NH1126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1126'120 AND 31 IN MC HENRY, GO WEST ON HIGHWAY 120 FOR 6.0 MILES
 NH1126'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY ON
 NH1126'THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE LEFT.
 NH1126'
 NH1126'THE STATION IS 35 FEET NORTHWEST OF A TELEPHONE POLE, 28
 NH1126'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF
 NH1126'A FENCE AND 2 FEET EAST OF A METAL WITNESS POST.  THE MONUMENT
 NH1126'IS FLUSH AND THE DISK IS STAMPED GREENWOOD 1954 1966.
 NH1126'
 NH1126'REFERENCE MARK 2 IS 43 FEET NORTH OF THE CENTERLINE OF THE
 NH1126'HIGHWAY, 15 FEET NORTHEAST OF A POWER POLE AND 1 FOOT SOUTH
 NH1126'OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1126'GREENWOOD NO 2 1954.
 NH1126'
 NH1126'REFERENCE MARK 3 IS 32 FEET SOUTH OF THE CENTERLINE OF THE
 NH1126'HIGHWAY, 29 FEET WEST OF THE WITNESS POST AND 2 FEET NORTH
 NH1126'OF THE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 NH1126'STAMPED GREENWOOD NO 3 1954 1966.
 NH1126'
 NH1126'THE AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF THE
 NH1126'HIGHWAY, 5 FEET NORTHWEST OF A POWER POLE AND 1 FOOT WEST
 NH1126'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 NH1126'AND THE DISK IS STAMPED GREENWOOD 1954.
 NH1126'
 NH1126'NOTE--THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.
 NH1126'
 NH1126'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1126'
 NH1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 NH1126'NORTHEAST OF WOODSTOCK
 NH1126
 NH1126                          STATION RECOVERY (1975)
 NH1126
 NH1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NH1126'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 NH1126'FOUND IN GOOD CONDITION.  THE STATION MARK, REFERENCE MARKS 2 AND 3
 NH1126'WERE IN THE WAY OF HIGHWAY CONSTRUCTION.  THE DISTANCE AND
 NH1126'DIRECTION TO THE REFERENCE MARKS CHECKED.  STATION GREENWOOD 2,
 NH1126'REFERENCE MARKS 4 AND 5 WERE SET.  GREENWOOD 1954, REFERENCE MARKS 2
 NH1126'AND 3 WERE DESTROYED AFTER GREENWOOD 2 WAS ESTABLISHED.  FOR
 NH1126'DETAILS SEE DESCRIPTION GREENWOOD 2.
 NH1126'
 NH1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHEAST
 NH1126'OF WOODSTOCK.
 NH1126
 NH1126                          STATION RECOVERY (1989)
 NH1126
 NH1126'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH1126'MARK NOT FOUND.
 NH1126
 NH1126                          STATION RECOVERY (1989)
 NH1126
 NH1126'RECOVERY NOTE BY US POWER SQUADRON 1989 (REE)
 NH1126'MARK NOT FOUND.
 NH1126
 NH1126                          STATION RECOVERY (1995)
 NH1126
 NH1126'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1140 ***********************************************************************
 NH1140  DESIGNATION -  GREENWOOD 1954 AZ MK
 NH1140  PID         -  NH1140
 NH1140  STATE/COUNTY-  IL/MCHENRY
 NH1140  USGS QUAD   -  WOODSTOCK (1982)
 NH1140
 NH1140                         *CURRENT SURVEY CONTROL
 NH1140  ___________________________________________________________________
 NH1140* NAD 83(1997)-  42 21 12.53187(N)    088 23 12.16772(W)     ADJUSTED  
 NH1140* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 NH1140  ___________________________________________________________________
 NH1140  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 NH1140  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NH1140
 NH1140  HORZ ORDER  -  THIRD
 NH1140
 NH1140.The horizontal coordinates were established by classical geodetic methods
 NH1140.and adjusted by the National Geodetic Survey in October 1999..
 NH1140
 NH1140.The orthometric height was scaled from a topographic map.
 NH1140
 NH1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1140
 NH1140.The geoid height was determined by GEOID03.
 NH1140
 NH1140;                    North         East     Units Scale Factor Converg.
 NH1140;SPC IL E     -   631,366.525   295,602.103   MT  0.99997524   -0 02 09.5
 NH1140;SPC IL E     - 2,071,408.34    969,821.23   sFT  0.99997524   -0 02 09.5
 NH1140;UTM  16      - 4,689,955.234   385,792.440   MT  0.99976048   -0 56 03.6
 NH1140
 NH1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1140!SPC IL E     -   0.99996299  x   0.99997524  =   0.99993823
 NH1140!UTM  16      -   0.99996299  x   0.99976048  =   0.99972348
 NH1140
 NH1140|---------------------------------------------------------------------|
 NH1140| PID    Reference Object                     Distance      Geod. Az  |
 NH1140|                                                           dddmmss.s |
 NH1140| NH1126 GREENWOOD                           345.078 METERS 27307     |
 NH1140| NH1141 GREENWOOD 2                         326.447 METERS 27820     |
 NH1140|---------------------------------------------------------------------|
 NH1140
 NH1140                          SUPERSEDED SURVEY CONTROL
 NH1140
 NH1140  NAD 83(1997)-  42 21 12.53185(N)    088 23 12.16773(W) AD(       ) 3
 NH1140  NAD 83(1997)-  42 21 12.53134(N)    088 23 12.17511(W) AD(       ) 3
 NH1140  NAD 83(1986)-  42 21 12.52979(N)    088 23 12.17835(W) AD(       ) 3
 NH1140
 NH1140.Superseded values are not recommended for survey control.
 NH1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1140.See file dsdata.txt to determine how the superseded data were derived.
 NH1140
 NH1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8579289955(NAD 83)
 NH1140_MARKER: DZ = AZIMUTH MARK DISK
 NH1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1140+STABILITY: SURFACE MOTION
 NH1140
 NH1140  HISTORY     - Date     Condition        Report By
 NH1140  HISTORY     - 1975     MONUMENTED       NGS
 NH1140  HISTORY     - 19950513 GOOD             USPSQD
 NH1140  HISTORY     - 20060422 MARK NOT FOUND   USPSQD
 NH1140
 NH1140                          STATION DESCRIPTION
 NH1140
 NH1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NH1140'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF WOODSTOCK AND ALONG
 NH1140'THE NORTH SIDE OF STATE HIGHWAY 120.
 NH1140'
 NH1140'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF HIGHWAY 120, 5
 NH1140'FEET NORTHWEST OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS
 NH1140'POST.  THE MONUMENT IS FLUSH AND THE DISK STAMPED GREENWOOD
 NH1140'1954.
 NH1140'
 NH1140'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 AND
 NH1140'120 IN WOODSTOCK, GO EAST AND NORTH ON STATE HIGHWAY 120 FOR 3.85
 NH1140'MILES TO A CROSSROAD AND 4-WAY STOP SIGN.  TURN RIGHT AND GO EAST
 NH1140'ON HIGHWAY 120 FOR 0.4 MILE TO THE STATION ON THE LEFT AS
 NH1140'DESCRIBED.
 NH1140
 NH1140                          STATION RECOVERY (1995)
 NH1140
 NH1140'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1140'RECOVERED IN GOOD CONDITION.
 NH1140
 NH1140                          STATION RECOVERY (2006)
 NH1140
 NH1140'RECOVERY NOTE BY US POWER SQUADRON 2006 (LC)
 NH1140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1141 ***********************************************************************
 NH1141  CBN         -  This is a Cooperative Base Network Control Station.
 NH1141  DESIGNATION -  GREENWOOD 2
 NH1141  PID         -  NH1141
 NH1141  STATE/COUNTY-  IL/MCHENRY
 NH1141  USGS QUAD   -  WOODSTOCK (1982)
 NH1141
 NH1141                         *CURRENT SURVEY CONTROL
 NH1141  ___________________________________________________________________
 NH1141* NAD 83(1997)-  42 21 14.06452(N)    088 23 26.28118(W)     ADJUSTED  
 NH1141* NAVD 88     -       283.4    (meters)     930.     (feet)  GPS OBS   
 NH1141  ___________________________________________________________________
 NH1141  X           -     132,583.590 (meters)                     COMP
 NH1141  Y           -  -4,718,926.962 (meters)                     COMP
 NH1141  Z           -   4,274,904.045 (meters)                     COMP
 NH1141  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 NH1141  ELLIP HEIGHT-         249.38  (meters)          (10/15/04) GPS OBS
 NH1141  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NH1141
 NH1141  HORZ ORDER  -  B
 NH1141  ELLP ORDER  -  FOURTH    CLASS II
 NH1141
 NH1141.The horizontal coordinates were established by GPS observations
 NH1141.and adjusted by the National Geodetic Survey in July 1998..
 NH1141
 NH1141.The orthometric height was determined by GPS observations and a
 NH1141.high-resolution geoid model.
 NH1141
 NH1141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1141
 NH1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1141
 NH1141.The ellipsoidal height was determined by GPS observations
 NH1141.and is referenced to NAD 83.
 NH1141
 NH1141.The geoid height was determined by GEOID03.
 NH1141
 NH1141;                    North         East     Units Scale Factor Converg.
 NH1141;SPC IL E     -   631,414.025   295,279.138   MT  0.99997527   -0 02 19.0
 NH1141;SPC IL E     - 2,071,564.18    968,761.64   sFT  0.99997527   -0 02 19.0
 NH1141;UTM  16      - 4,690,007.781   385,470.328   MT  0.99976139   -0 56 13.1
 NH1141
 NH1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1141!SPC IL E     -   0.99996089  x   0.99997527  =   0.99993616
 NH1141!UTM  16      -   0.99996089  x   0.99976139  =   0.99972229
 NH1141
 NH1141|---------------------------------------------------------------------|
 NH1141| PID    Reference Object                     Distance      Geod. Az  |
 NH1141|                                                           dddmmss.s |
 NH1141| CI9685 GREENWOOD 2 RM 6                      4.970 METERS 09520     |
 NH1141| CI9683 GREENWOOD 2 RM 4                      4.993 METERS 09527     |
 NH1141| NH1140 GREENWOOD 1954 AZ MK                326.447 METERS 09820     |
 NH1141| NH1126 GREENWOOD                            35.759 METERS 21705     |
 NH1141| CI9684 GREENWOOD 2 RM 5                      4.768 METERS 26750     |
 NH1141|---------------------------------------------------------------------|
 NH1141
 NH1141                          SUPERSEDED SURVEY CONTROL
 NH1141
 NH1141  ELLIP H (07/17/98)  249.42   (m)                       GP(       ) 4 1
 NH1141  NAD 83(1997)-  42 21 14.06398(N)    088 23 26.28858(W) AD(       ) 2
 NH1141  NAD 83(1986)-  42 21 14.06244(N)    088 23 26.29180(W) AD(       ) 2
 NH1141
 NH1141.Superseded values are not recommended for survey control.
 NH1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1141.See file dsdata.txt to determine how the superseded data were derived.
 NH1141
 NH1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8547090008(NAD 83)
 NH1141_MARKER: DS = TRIANGULATION STATION DISK
 NH1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1141_STAMPING: GREENWOOD 2 1975
 NH1141_MARK LOGO: NONE  
 NH1141_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1141+STABILITY: SURFACE MOTION
 NH1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1141+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2000
 NH1141
 NH1141  HISTORY     - Date     Condition        Report By
 NH1141  HISTORY     - 1975     MONUMENTED       NGS
 NH1141  HISTORY     - 19950513 GOOD             USPSQD
 NH1141  HISTORY     - 19970522 GOOD             NGS
 NH1141  HISTORY     - 20000327 GOOD             SECI
 NH1141  HISTORY     - 20060422 POOR             USPSQD
 NH1141
 NH1141                          STATION DESCRIPTION
 NH1141
 NH1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NH1141'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF WOODSTOCK AND
 NH1141'ALONG THE NORTH SIDE OF STATE HIGHWAY 120.  IT IS 84 FEET NORTHEAST
 NH1141'OF A POWER POLE, 69 FEET NORTH OF THE CENTERLINE OF HIGHWAY 120
 NH1141'AND 2 FEET NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 NH1141'AND THE DISK STAMPED GREENWOOD 2 1975.
 NH1141'
 NH1141'REFERENCE MARK 4 IS 68 FEET NORTH OF THE CENTERLINE OF HIGHWAY 120
 NH1141'AND 16 FEET EAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 NH1141'AND THE DISK STAMPED GREENWOOD 2 NO 4 1975.
 NH1141'
 NH1141'REFERENCE MARK 5 IS 69 FEET EAST OF THE POWER POLE, 69 FEET NORTH
 NH1141'OF THE CENTERLINE OF HIGHWAY 120 AND 1 FOOT EAST OF A METAL WITNESS
 NH1141'POST.  THE MONUMENT IS FLUSH AND THE DISK STAMPED GREENWOOD 2 NO 5
 NH1141'1975.
 NH1141'
 NH1141'AZIMUTH MARK IS 33 FEET NORTH OF THE CENTERLINE OF HIGHWAY 120, 5
 NH1141'FEET NORTHWEST OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS
 NH1141'POST.  THE MONUMENT IS FLUSH AND THE DISK STAMPED GREENWOOD 1954.
 NH1141'
 NH1141'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 47 AND 120
 NH1141'IN WOODSTOCK, GO EAST AND NORTH ON STATE HIGHWAY 120 FOR 3.85 MILES
 NH1141'TO A CROSSROAD AND 4-WAY STOP SIGN.  TURN RIGHT AND GO EAST ON
 NH1141'HIGHWAY 120 FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NH1141'CONTINUE EAST ON THE HIGHWAY FOR 0.2 MILE AND THE AZIMUTH MARK ON
 NH1141'THE LEFT AS DESCRIBED.
 NH1141'
 NH1141'NOTE--REFERENCE MARKS HAD TO BE SET NEAR 180 DEGREES DUE TO THE
 NH1141'CROPS IN THE FIELD, AND THE RIGHT-OF-WAY NOT KNOWN TO THE SOUTH
 NH1141'AT THIS TIME.
 NH1141
 NH1141                          STATION RECOVERY (1995)
 NH1141
 NH1141'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1141'RECOVERED IN GOOD CONDITION.
 NH1141
 NH1141                          STATION RECOVERY (1997)
 NH1141
 NH1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 NH1141'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTHEAST OF WOODSTOCK ON A
 NH1141'HIGH BANK ALONG THE NORTH SIDE OF STATE ROUTE 120.  TO REACH FROM THE
 NH1141'JUNCTION OF STATE HIGHWAYS 47 AND 120 AT WOODSTOCK, GO EAST AND NORTH
 NH1141'ON ROUTE 120 FOR 3.85 MI (6.20 KM) TO A CROSSROAD, TURN RIGHT, EAST,
 NH1141'ON ROUTE 120 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT, 21.4 M
 NH1141'(70.2 FT) NORTH OF THE CENTER OF THE HIGHWAY, 22.0 M (72.2 FT)
 NH1141'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE GUTTER ON THE NORTH
 NH1141'SIDE OF THE HIGHWAY, 37.8 M (124.0 FT) WEST-NORTHWEST OF A POWER POLE,
 NH1141'16.7 M (54.8 FT) EAST OF A POWER POLE, 11.8 M (38.7 FT) NORTH OF A
 NH1141'HIGHWAY SIGN STOP AHEAD CHARLES RD - GREENWOOD RD, 1.5 M (4.9 FT) EAST
 NH1141'OF A CONCRETE RIGHT-OF-WAY MARKER, 1.0 M (3.3 FT) SOUTH OF THE EDGE OF
 NH1141'A CULTIVATED FIELD, AND 0.2 M (0.7 FT) SOUTH OF A METAL WITNESS POST.
 NH1141'NOTE--AT THE TIME OF THIS SURVEY, THE METAL WITNESS POST WAS HIGHLY
 NH1141'MAGNETIZED AND AFFECTED COMPASS READINGS CLOSE TO THE STATION.
 NH1141
 NH1141                          STATION RECOVERY (2000)
 NH1141
 NH1141'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RJW)
 NH1141'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION
 NH1141'
 NH1141
 NH1141                          STATION RECOVERY (2006)
 NH1141
 NH1141'RECOVERY NOTE BY US POWER SQUADRON 2006 (LC)
 NH1141'CONDITION CONSIDERED ONLY FAIR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2034 ***********************************************************************
 JB2034  DESIGNATION -  GREEPORT
 JB2034  PID         -  JB2034
 JB2034  STATE/COUNTY-  IL/BOND
 JB2034  USGS QUAD   -  BEAVER CREEK (1974)
 JB2034
 JB2034                         *CURRENT SURVEY CONTROL
 JB2034  ___________________________________________________________________
 JB2034* NAD 83(1997)-  38 50 05.04262(N)    089 22 33.95042(W)     ADJUSTED  
 JB2034* NAVD 88     -       162.6    (meters)     533.     (feet)  VERTCON   
 JB2034  ___________________________________________________________________
 JB2034  X           -      54,171.989 (meters)                     COMP
 JB2034  Y           -  -4,974,660.054 (meters)                     COMP
 JB2034  Z           -   3,978,124.521 (meters)                     COMP
 JB2034  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 JB2034  ELLIP HEIGHT-         131.22  (meters)          (10/21/99) GPS OBS
 JB2034  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB2034
 JB2034  HORZ ORDER  -  FIRST
 JB2034  ELLP ORDER  -  FOURTH    CLASS I
 JB2034
 JB2034.This mark is at Greenville Airport (GRE)
 JB2034
 JB2034.The horizontal coordinates were established by GPS observations
 JB2034.and adjusted by the National Geodetic Survey in October 1999..
 JB2034
 JB2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2034
 JB2034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2034
 JB2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2034
 JB2034.The ellipsoidal height was determined by GPS observations
 JB2034.and is referenced to NAD 83.
 JB2034
 JB2034.The geoid height was determined by GEOID03.
 JB2034
 JB2034;                    North         East     Units Scale Factor Converg.
 JB2034;SPC IL W     -   240,920.505   768,639.639   MT  0.99999917   +0 29 44.8
 JB2034;SPC IL W     -   790,420.02  2,521,778.55   sFT  0.99999917   +0 29 44.8
 JB2034;SPC IL E     -   241,148.360   209,460.529   MT  1.00007590   -0 39 14.2
 JB2034;SPC IL E     -   791,167.58    687,205.09   sFT  1.00007590   -0 39 14.2
 JB2034;UTM  16      - 4,301,119.642   293,759.030   MT  1.00012381   -1 29 25.9
 JB2034
 JB2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2034!SPC IL W     -   0.99997941  x   0.99999917  =   0.99997858
 JB2034!SPC IL E     -   0.99997941  x   1.00007590  =   1.00005531
 JB2034!UTM  16      -   0.99997941  x   1.00012381  =   1.00010322
 JB2034
 JB2034:                Primary Azimuth Mark                     Grid Az
 JB2034:SPC IL W     -  GREEPORT AZ MK                           359 03 11.8
 JB2034:SPC IL E     -  GREEPORT AZ MK                           000 12 10.8
 JB2034:UTM  16      -  GREEPORT AZ MK                           001 02 22.5
 JB2034
 JB2034|---------------------------------------------------------------------|
 JB2034| PID    Reference Object                     Distance      Geod. Az  |
 JB2034|                                                           dddmmss.s |
 JB2034| JB2035 GREEPORT AZ MK                      APPROX. 0.7 KM 3593256.6 |
 JB2034|---------------------------------------------------------------------|
 JB2034
 JB2034                          SUPERSEDED SURVEY CONTROL
 JB2034
 JB2034  NAD 83(1986)-  38 50 05.06257(N)    089 22 33.94094(W) AD(       ) 1
 JB2034  NGVD 29 (06/25/91)  162.7    (m)          534.     (f) GPS OBS        
 JB2034
 JB2034.Superseded values are not recommended for survey control.
 JB2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2034.See file dsdata.txt to determine how the superseded data were derived.
 JB2034
 JB2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9375901120(NAD 83)
 JB2034_MARKER: I = METAL ROD
 JB2034_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2034_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2034_STAMPING: GREEPORT 1990
 JB2034_MARK LOGO: NGS   
 JB2034_PROJECTION: FLUSH
 JB2034_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JB2034+STABILITY: POSITION/ELEVATION WELL
 JB2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2034+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2034_ROD/PIPE-DEPTH: 7.3  meters
 JB2034_SLEEVE-DEPTH  : 1.0 meters
 JB2034
 JB2034  HISTORY     - Date     Condition        Report By
 JB2034  HISTORY     - 1990     MONUMENTED       NGS
 JB2034
 JB2034                          STATION DESCRIPTION
 JB2034
 JB2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2034'STATION IS LOCATED ABOUT 6 KM (3.7 MI) SOUTH-SOUTHEAST OF
 JB2034'GREENVILLE,AT THE GREENVILLE MUNICIPAL AIRPORT, AT THE JUNCTION OF
 JB2034'THE RAMP AND RUNWAY 18-36, IN EAST CENTRAL SECTION 36, T 5 N, R 3 W.
 JB2034'OWNERSHIP--GREENVILLE AIRPORT AUTHORITY, 315 WEST COLLEGE,
 JB2034'GREENVILLE, IL 62246.  AIRPORT MANAGER IS CHARLES BUNTING, PHONE
 JB2034'618-664-1535.
 JB2034'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY
 JB2034'127 (EXIT 45) AT GREENVILLE, GO SOUTHWEST ON HIGHWAY 127 FOR 4.46 KM
 JB2034'(2.77 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, ON
 JB2034'PAVED ROAD FOR 0.13 KM (0.08 MI) TO A GRAVEL LANE ON THE LEFT JUST
 JB2034'BEFORE REACHING THE OFFICE.  TURN LEFT, SOUTH, FOR 0.07 KM (0.04 MI)
 JB2034'TO THE APRON.  TURN RIGHT, WEST, ON APRON THEN RAMP FOR 0.31 KM
 JB2034'(0.19 MI) TO RUNWAY 18-36 AND THE STATION ON THE RIGHT.
 JB2034'STATION IS 28.1 M (92.2 FT) EAST OF THE CENTERLINE OF THE RUNWAY, 9.2
 JB2034'M (30.2 FT) NORTH OF THE NORTH EDGE OF THE TAXI APPROACH, 68.0 M
 JB2034'(223.1 FT) SOUTHWEST OF A WIND SOCK, 31.1 M (102.0 FT) WEST-SOUTHWEST
 JB2034'OF THE SOUTHWEST CORNER OF A 3X5FT CONCRETE DRAIN INLET, AT A FLAGGED
 JB2034'WOODEN STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2035 ***********************************************************************
 JB2035  DESIGNATION -  GREEPORT AZ MK
 JB2035  PID         -  JB2035
 JB2035  STATE/COUNTY-  IL/BOND
 JB2035  USGS QUAD   -  BEAVER CREEK (1974)
 JB2035
 JB2035                         *CURRENT SURVEY CONTROL
 JB2035  ___________________________________________________________________
 JB2035* NAD 83(1997)-  38 50 26.54383(N)    089 22 34.16680(W)     ADJUSTED  
 JB2035* NAVD 88     -       164.0    (meters)     538.     (feet)  VERTCON   
 JB2035  ___________________________________________________________________
 JB2035  X           -      54,162.255 (meters)                     COMP
 JB2035  Y           -  -4,974,245.460 (meters)                     COMP
 JB2035  Z           -   3,978,641.890 (meters)                     COMP
 JB2035  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JB2035  ELLIP HEIGHT-         132.67  (meters)          (10/21/99) GPS OBS
 JB2035  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JB2035
 JB2035  HORZ ORDER  -  FIRST
 JB2035  ELLP ORDER  -  FOURTH    CLASS I
 JB2035
 JB2035.This mark is at Greenville Airport (GRE)
 JB2035
 JB2035.The horizontal coordinates were established by GPS observations
 JB2035.and adjusted by the National Geodetic Survey in October 1999..
 JB2035
 JB2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2035
 JB2035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2035
 JB2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2035
 JB2035.The ellipsoidal height was determined by GPS observations
 JB2035.and is referenced to NAD 83.
 JB2035
 JB2035.The geoid height was determined by GEOID03.
 JB2035
 JB2035;                    North         East     Units Scale Factor Converg.
 JB2035;SPC IL W     -   241,583.462   768,628.684   MT  0.99999915   +0 29 44.9
 JB2035;SPC IL W     -   792,595.07  2,521,742.61   sFT  0.99999915   +0 29 44.9
 JB2035;SPC IL E     -   241,811.455   209,462.879   MT  1.00007590   -0 39 14.6
 JB2035;SPC IL E     -   793,343.08    687,212.80   sFT  1.00007590   -0 39 14.6
 JB2035;UTM  16      - 4,301,782.663   293,771.062   MT  1.00012374   -1 29 26.7
 JB2035
 JB2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2035!SPC IL W     -   0.99997918  x   0.99999915  =   0.99997833
 JB2035!SPC IL E     -   0.99997918  x   1.00007590  =   1.00005508
 JB2035!UTM  16      -   0.99997918  x   1.00012374  =   1.00010292
 JB2035
 JB2035:                Primary Azimuth Mark                     Grid Az
 JB2035:SPC IL W     -  GREEPORT                                 179 03 11.6
 JB2035:SPC IL E     -  GREEPORT                                 180 12 11.1
 JB2035:UTM  16      -  GREEPORT                                 181 02 23.2
 JB2035
 JB2035|---------------------------------------------------------------------|
 JB2035| PID    Reference Object                     Distance      Geod. Az  |
 JB2035|                                                           dddmmss.s |
 JB2035| JB2034 GREEPORT                            APPROX. 0.7 KM 1793256.5 |
 JB2035|---------------------------------------------------------------------|
 JB2035
 JB2035                          SUPERSEDED SURVEY CONTROL
 JB2035
 JB2035  NAD 83(1986)-  38 50 26.56379(N)    089 22 34.15732(W) AD(       ) 1
 JB2035  NGVD 29 (06/25/91)  164.1    (m)          538.     (f) GPS OBS        
 JB2035
 JB2035.Superseded values are not recommended for survey control.
 JB2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2035.See file dsdata.txt to determine how the superseded data were derived.
 JB2035
 JB2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9377101783(NAD 83)
 JB2035_MARKER: I = METAL ROD
 JB2035_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2035_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2035_STAMPING: GREEPORT AZ MK 1990
 JB2035_MARK LOGO: NGS   
 JB2035_PROJECTION: FLUSH
 JB2035_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2035+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2035_ROD/PIPE-DEPTH: 6.1  meters
 JB2035_SLEEVE-DEPTH  : 1.0 meters
 JB2035
 JB2035  HISTORY     - Date     Condition        Report By
 JB2035  HISTORY     - 1990     MONUMENTED       NGS
 JB2035
 JB2035                          STATION DESCRIPTION
 JB2035
 JB2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2035'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) SOUTH-SOUTHEAST OF
 JB2035'GREENVILLE,AT THE GREENVILLE MUNICIPAL AIRPORT, AT THE NORTH END OF
 JB2035'RUNWAY 18-36, IN THE NORTHEAST 1/4 OF SECTION 36, T 5 N, R 3 W.
 JB2035'OWNERSHIP--GREENVILLE AIRPORT AUTHORITY, 315 WEST COLLEGE,
 JB2035'GREENVILLE, IL 62246.  AIRPORT MANAGER IS CHARLES BUNTING, PHONE
 JB2035'618-664-1535.
 JB2035'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY
 JB2035'127 (EXIT 45) AT GREENVILLE, GO SOUTHWEST ON HIGHWAY 127 FOR 4.46 KM
 JB2035'(2.77 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, ON
 JB2035'PAVED ROAD FOR 0.13 KM (0.08 MI) TO A GRAVEL LANE ON THE LEFT JUST
 JB2035'BEFORE REACHING THE OFFICE.  TURN LEFT, SOUTH, FOR 0.07 KM (0.04 MI)
 JB2035'TO THE APRON.  TURN RIGHT, WEST, ON APRON THEN RAMP FOR 0.31 KM
 JB2035'(0.19 MI) TO RUNWAY 18-36. TURN RIGHT, NORTH, ALONGSIDE RUNWAY 18-36
 JB2035'FOR 0.66 KM (0.41 MI) TO THE TURN-AROUND AND THE STATION ON THE RIGHT
 JB2035'NEAR THE NORTH END OF THE RUNWAY.
 JB2035'STATION IS 25.9 M (85.0 FT) EAST OF THE CENTERLINE OF RUNWAY 18-36,
 JB2035'32.6 M (107.0 FT) SOUTHWEST OF THE SOUITHEAST CORNER OF ASPHALT
 JB2035'TURNAROUND, 11.5 M (37.7 FT) EAST OF A RUNWAY LIGHT, IN LINE WITH 2
 JB2035'E-W RUNWAY LIGHTS, AT A FLAGGED WOODEN STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2307 ***********************************************************************
 LB2307  DESIGNATION -  GREER
 LB2307  PID         -  LB2307
 LB2307  STATE/COUNTY-  IL/IROQUOIS
 LB2307  USGS QUAD   -  STOCKLAND (1964)
 LB2307
 LB2307                         *CURRENT SURVEY CONTROL
 LB2307  ___________________________________________________________________
 LB2307* NAD 83(1997)-  40 30 51.39258(N)    087 35 45.59451(W)     ADJUSTED  
 LB2307* NAVD 88     -       242.4    (meters)     795.     (feet)  GPS OBS   
 LB2307  ___________________________________________________________________
 LB2307  X           -     203,685.534 (meters)                     COMP
 LB2307  Y           -  -4,851,690.891 (meters)                     COMP
 LB2307  Z           -   4,121,701.226 (meters)                     COMP
 LB2307  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 LB2307  ELLIP HEIGHT-         209.41  (meters)          (02/03/05) GPS OBS
 LB2307  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LB2307
 LB2307  HORZ ORDER  -  FIRST
 LB2307  ELLP ORDER  -  FOURTH    CLASS II
 LB2307
 LB2307.The horizontal coordinates were established by GPS observations
 LB2307.and adjusted by the AMERICAN SURVEYING in March 2003..
 LB2307
 LB2307.The orthometric height was determined by GPS observations and a
 LB2307.high-resolution geoid model.
 LB2307
 LB2307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB2307
 LB2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2307
 LB2307.The ellipsoidal height was determined by GPS observations
 LB2307.and is referenced to NAD 83.
 LB2307
 LB2307.The geoid height was determined by GEOID03.
 LB2307
 LB2307;                    North         East     Units Scale Factor Converg.
 LB2307;SPC IL E     -   427,365.055   362,487.687   MT  1.00002304   +0 28 44.5
 LB2307;SPC IL E     - 1,402,113.52  1,189,261.69   sFT  1.00002304   +0 28 44.5
 LB2307;SPC IN W     -   584,746.968   856,553.092   MT  0.99998989   -0 19 59.0
 LB2307;SPC IN W     - 1,918,457.34  2,810,207.94   sFT  0.99998989   -0 19 59.0
 LB2307;UTM  16      - 4,485,009.938   449,509.313   MT  0.99963138   -0 23 13.9
 LB2307
 LB2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2307!SPC IL E     -   0.99996715  x   1.00002304  =   0.99999019
 LB2307!SPC IN W     -   0.99996715  x   0.99998989  =   0.99995704
 LB2307!UTM  16      -   0.99996715  x   0.99963138  =   0.99959854
 LB2307
 LB2307:                Primary Azimuth Mark                     Grid Az
 LB2307:SPC IL E     -  GREER AZ MK 2                            359 49 18.3
 LB2307:SPC IN W     -  GREER AZ MK 2                            000 38 01.8
 LB2307:UTM  16      -  GREER AZ MK 2                            000 41 16.7
 LB2307
 LB2307|---------------------------------------------------------------------|
 LB2307| PID    Reference Object                     Distance      Geod. Az  |
 LB2307|                                                           dddmmss.s |
 LB2307| CM3594 GREER AZ MK 2                                      0001802.8 |
 LB2307| CM3593 GREER AZ MK                                        0080034.0 |
 LB2307| LB2309 AMBIA TRUNKLINE MWV KSI 942         APPROX. 6.8 KM 0825038.9 |
 LB2307| CM3596 GREER RM 2                           28.344 METERS 24221     |
 LB2307| LB2310 GREER RM A 1969                      30.038 METERS 33758     |
 LB2307| CM3595 GREER RM 1                           26.266 METERS 35752     |
 LB2307|---------------------------------------------------------------------|
 LB2307
 LB2307                          SUPERSEDED SURVEY CONTROL
 LB2307
 LB2307  ELLIP H (03/04/03)  209.39   (m)                       GP(       ) 4 2
 LB2307  NAD 83(1997)-  40 30 51.39211(N)    087 35 45.59372(W) AD(       ) 1
 LB2307  NAD 83(1997)-  40 30 51.39227(N)    087 35 45.59442(W) AD(       ) 1
 LB2307  NAD 83(1986)-  40 30 51.40075(N)    087 35 45.60234(W) AD(       ) 1
 LB2307  NAD 27      -  40 30 51.26910(N)    087 35 45.51630(W) AD(       ) 1
 LB2307  NGVD 29 (07/19/86)  241.2    (m)          791.     (f) VERT ANG       
 LB2307
 LB2307.Superseded values are not recommended for survey control.
 LB2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2307.See file dsdata.txt to determine how the superseded data were derived.
 LB2307
 LB2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4950985010(NAD 83)
 LB2307_MARKER: DS = TRIANGULATION STATION DISK
 LB2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2307_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2307+STABILITY: SURFACE MOTION
 LB2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2307+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LB2307
 LB2307  HISTORY     - Date     Condition        Report By
 LB2307  HISTORY     - 1955     MONUMENTED       CGS
 LB2307  HISTORY     - 200205   GOOD             ASCPC
 LB2307
 LB2307                          STATION DESCRIPTION
 LB2307
 LB2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2307'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF HOOPESTON AND 3-1/2
 LB2307'MILES NORTH OF THE SMALL VILLAGE OF CHENEYVILLE ON THE WEST SIDE OF
 LB2307'A NARROW PAVED ROAD AND ON PROPERTY OWNED BY MRS. HARRY SHERROW.  IT
 LB2307'IS 66 FEET NORTH OF THE CENTER OF DRIVEWAY, 48 FEET NORTH OF
 LB2307'FENCE CORNER, 32 FEET WEST OF THE CENTER OF PAVED ROAD, 5 FEET
 LB2307'NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF FENCE LINE.  THE
 LB2307'MARK IS FLUSH AND THE DISK IS STAMPED GREER 1955.
 LB2307'
 LB2307'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF PAVED ROAD, 18
 LB2307'FEET SOUTHEAST OF A 36-INCH OAK TREE AND 1 FOOT WEST OF FENCE LINE.
 LB2307'THE MARK IS FLUSH AND THE DISK IS STAMPED GREER NO 1 1955.
 LB2307'
 LB2307'REFERENCE MARK NO. 2 IS 27 FEET EAST OF A POWER LINE POLE, 21 FEET
 LB2307'NORTH OF THE CENTER OF DRIVEWAY, 13 FEET EAST OF THE CENTER OF
 LB2307'DRIVEWAY INTO BARNYARD, 4 FEET EAST OF FENCE CORNER AND 1 FOOT
 LB2307'NORTH OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2307'GREER NO. 2 1955.
 LB2307'
 LB2307'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF GRAVELED ROAD AND
 LB2307'2 FEET SOUTHWEST OF A WHITE WITNESS POST, SET IN THE NORTH END OF A
 LB2307'CULTIVATED FIELD ABOUT 5 FEET HIGHER THAN ROAD.  THE MARK IS FLUSH
 LB2307'AND THE DISK IS STAMPED GREER 1955.
 LB2307'
 LB2307'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND 9 IN
 LB2307'THE SOUTHWEST EDGE OF HOOPESTON, GO EAST ON STATE HIGHWAY 9 FOR 5.4
 LB2307'MILES TO CHENEYVILLE ROAD LEFT, TURN LEFT AND GO NORTH ON
 LB2307'CHENEYVILLE ROAD FOR 0.6 MILES TO RAILROAD CROSSING IN THE SMALL
 LB2307'VILLAGE OF CHENEYVILLE, CONTINUE NORTH ON HIGHWAY FOR 1.4
 LB2307'MILES TO T-ROAD, TURN LEFT AND CONTINUE WEST AND NORTH ON NARROW
 LB2307'PAVED ROAD FOR 2.2 MILES TO STATION ON THE WEST SIDE AS DESCRIBED.
 LB2307'
 LB2307'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH ON PAVED ROAD FOR
 LB2307'0.25 MILE TO CROSSROAD, TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE
 LB2307'MARK ON THE SOUTH SIDE AS DESCRIBED.
 LB2307'
 LB2307'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2307
 LB2307                          STATION RECOVERY (2002)
 LB2307
 LB2307'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LB2307'RECOVERED AS DESCRIBED
 LB2307' 
 LB2307' 
 LB2307'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2310 ***********************************************************************
 LB2310  DESIGNATION -  GREER RM A 1969
 LB2310  PID         -  LB2310
 LB2310  STATE/COUNTY-  IL/IROQUOIS
 LB2310  USGS QUAD   -  STOCKLAND (1964)
 LB2310
 LB2310                         *CURRENT SURVEY CONTROL
 LB2310  ___________________________________________________________________
 LB2310* NAD 83(1997)-  40 30 52.29528(N)    087 35 46.07312(W)     ADJUSTED  
 LB2310* NAVD 88     -       241.2    (meters)     791.     (feet)  VERTCON   
 LB2310  ___________________________________________________________________
 LB2310  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 LB2310  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LB2310
 LB2310  HORZ ORDER  -  FIRST
 LB2310
 LB2310.The horizontal coordinates were established by classical geodetic methods
 LB2310.and adjusted by the National Geodetic Survey in October 1999..
 LB2310
 LB2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2310
 LB2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2310
 LB2310.The geoid height was determined by GEOID03.
 LB2310
 LB2310;                    North         East     Units Scale Factor Converg.
 LB2310;SPC IL E     -   427,392.805   362,476.187   MT  1.00002303   +0 28 44.2
 LB2310;SPC IL E     - 1,402,204.56  1,189,223.96   sFT  1.00002303   +0 28 44.2
 LB2310;SPC IN W     -   584,774.877   856,541.987   MT  0.99998990   -0 19 59.3
 LB2310;SPC IN W     - 1,918,548.91  2,810,171.50   sFT  0.99998990   -0 19 59.3
 LB2310;UTM  16      - 4,485,037.847   449,498.239   MT  0.99963139   -0 23 14.2
 LB2310
 LB2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2310!SPC IL E     -   0.99996735  x   1.00002303  =   0.99999038
 LB2310!SPC IN W     -   0.99996735  x   0.99998990  =   0.99995725
 LB2310!UTM  16      -   0.99996735  x   0.99963139  =   0.99959875
 LB2310
 LB2310:                Primary Azimuth Mark                     Grid Az
 LB2310:SPC IL E     -  AMBIA TRUNKLINE MWV KSI 942              082 36 31.8
 LB2310:SPC IN W     -  AMBIA TRUNKLINE MWV KSI 942              083 25 15.3
 LB2310:UTM  16      -  AMBIA TRUNKLINE MWV KSI 942              083 28 30.2
 LB2310
 LB2310|---------------------------------------------------------------------|
 LB2310| PID    Reference Object                     Distance      Geod. Az  |
 LB2310|                                                           dddmmss.s |
 LB2310| LB2309 AMBIA TRUNKLINE MWV KSI 942         APPROX. 6.8 KM 0830516.0 |
 LB2310| LB2307 GREER                                30.038 METERS 15758     |
 LB2310| LB2321 ASH GROVE RESET                     APPROX.18.9 KM 2954753.4 |
 LB2310|---------------------------------------------------------------------|
 LB2310
 LB2310                          SUPERSEDED SURVEY CONTROL
 LB2310
 LB2310  NAD 83(1997)-  40 30 52.29544(N)    087 35 46.07382(W) AD(       ) 1
 LB2310  NAD 83(1986)-  40 30 52.30398(N)    087 35 46.08177(W) AD(       ) 1
 LB2310  NAD 27      -  40 30 52.17225(N)    087 35 45.99568(W) AD(       ) 1
 LB2310  NGVD 29 (07/19/86)  241.2    (m)          791.     (f) VERT ANG       
 LB2310
 LB2310.Superseded values are not recommended for survey control.
 LB2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2310.See file dsdata.txt to determine how the superseded data were derived.
 LB2310
 LB2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4949885038(NAD 83)
 LB2310_MARKER: Z = SEE DESCRIPTION
 LB2310_SETTING: 0 = UNSPECIFIED SETTING
 LB2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2310
 LB2310  HISTORY     - Date     Condition        Report By
 LB2310  HISTORY     - 1969     MONUMENTED       CGS
 LB2310
 LB2310                          STATION DESCRIPTION
 LB2310
 LB2310'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LB2310'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF HOOPESTON,
 LB2310'3 MILES NORTH OF THE SMALL VILLAGE OF CHENEYVILLE AND 3-1/2
 LB2310'MILES WEST OF THE ILLINOIS-INDIANA STATE LINE.
 LB2310'
 LB2310'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK
 LB2310'DISK STAMPED GREER RM A 1969, SET IN THE TOP OF AN IRREGULAR
 LB2310'MASS OF CONCRETE THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT
 LB2310'IS 65 FEET WEST OF THE CENTER OF THE SURFACED ROAD, 44.5 FEET
 LB2310'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB AND 22
 LB2310'FEET WEST-SOUTHWEST OF A 36 INCH MAPLE TREE.
 LB2310'
 LB2310'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GREER 1955,
 LB2310'AND THE DISTANCE, REDUCED TO SEA LEVEL, AND THE DIRECTION ARE
 LB2310'NOTED BELOW.
 LB2310'
 LB2310'FOR A ROUTE TO REACH SEE THE DESCRIPTION FOR GREER 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0881 ***********************************************************************
 NH0881  DESIGNATION -  GREGORY
 NH0881  PID         -  NH0881
 NH0881  STATE/COUNTY-  IL/WINNEBAGO
 NH0881  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0881
 NH0881                         *CURRENT SURVEY CONTROL
 NH0881  ___________________________________________________________________
 NH0881* NAD 83(1997)-  42 15 29.94749(N)    089 05 12.38360(W)     ADJUSTED  
 NH0881* NAVD 88     -       226.673  (meters)     743.68   (feet)  POSTED    
 NH0881  ___________________________________________________________________
 NH0881  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NH0881  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NH0881  DYNAMIC HT  -         226.600 (meters)     743.44  (feet)  COMP
 NH0881  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 NH0881
 NH0881  HORZ ORDER  -  SECOND
 NH0881  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NH0881
 NH0881.The horizontal coordinates were established by classical geodetic methods
 NH0881.and adjusted by the National Geodetic Survey in October 1999..
 NH0881
 NH0881.The orthometric height was determined by differential leveling
 NH0881.and adjusted by the National Geodetic Survey in 1992..
 NH0881.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NH0881.rate of 1.1 thru 2.0 mm/km.
 NH0881
 NH0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0881
 NH0881.The geoid height was determined by GEOID03.
 NH0881
 NH0881.The dynamic height is computed by dividing the NAVD 88
 NH0881.geopotential number by the normal gravity value computed on the
 NH0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0881.degrees latitude (g = 980.6199 gals.).
 NH0881
 NH0881.The modeled gravity was interpolated from observed gravity values.
 NH0881
 NH0881;                    North         East     Units Scale Factor Converg.
 NH0881;SPC IL W     -   621,338.558   789,102.499   MT  1.00003883   +0 43 34.5
 NH0881;SPC IL W     - 2,038,508.25  2,588,913.78   sFT  1.00003883   +0 43 34.5
 NH0881;SPC IL E     -   621,069.739   237,831.414   MT  1.00002254   -0 30 24.1
 NH0881;SPC IL E     - 2,037,626.30    780,285.23   sFT  1.00002254   -0 30 24.1
 NH0881;UTM  16      - 4,680,566.056   327,875.428   MT  0.99996454   -1 24 13.1
 NH0881
 NH0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0881!SPC IL W     -   0.99996967  x   1.00003883  =   1.00000850
 NH0881!SPC IL E     -   0.99996967  x   1.00002254  =   0.99999221
 NH0881!UTM  16      -   0.99996967  x   0.99996454  =   0.99993421
 NH0881
 NH0881                          SUPERSEDED SURVEY CONTROL
 NH0881
 NH0881  NAD 83(1997)-  42 15 29.94797(N)    089 05 12.38486(W) AD(       ) 2
 NH0881  NAD 83(1997)-  42 15 29.94737(N)    089 05 12.38494(W) AD(       ) 2
 NH0881  NAD 83(1986)-  42 15 29.94746(N)    089 05 12.38492(W) AD(       ) 2
 NH0881  NAD 27      -  42 15 29.88060(N)    089 05 12.00200(W) AD(       ) 2
 NH0881
 NH0881.Superseded values are not recommended for survey control.
 NH0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0881.See file dsdata.txt to determine how the superseded data were derived.
 NH0881
 NH0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2787580566(NAD 83)
 NH0881_MARKER: DS = TRIANGULATION STATION DISK
 NH0881_SETTING: 0 = UNSPECIFIED SETTING
 NH0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0881
 NH0881  HISTORY     - Date     Condition        Report By
 NH0881  HISTORY     - 1920     MONUMENTED       CGS
 NH0881  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0881  HISTORY     - 1956     SEE DESCRIPTION  CGS
 NH0881  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0881
 NH0881                          STATION DESCRIPTION
 NH0881
 NH0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0881'STATION IS LOCATED AT ROCKFORD, AT THE SW CORNER OF GREGORY
 NH0881'AND KISHWAUKEE STREETS, IN THE EDGE OF THE BRICK PAVEMENT,
 NH0881'0.76 METER (2.49 FEET) FROM THE CURB WHERE GREGORY STREET
 NH0881'SIDEWALK ENDS AT THE W CURB OF KISHWAUKEE STREET, 3.96 METERS
 NH0881'(12.99 FEET) W OF THE W AND NEAREST RAIL OF THE STREET-CAR
 NH0881'TRACK, AND 80 YARDS S OF THE KISHWAUKEE GARAGE.  THE STATION
 NH0881'MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE EDGE
 NH0881'OF THE BRICK PAVEMENT.  THERE IS NO REFERENCE MARK.
 NH0881
 NH0881                          STATION RECOVERY (1954)
 NH0881
 NH0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0881'THE 1920 DESCRIPTION ADEQUATE FOR REACHING THE SITE, AND
 NH0881'INDICATES THIS STATION WAS DESTROYED BY STREET CONSTRUCTION.
 NH0881
 NH0881                          STATION RECOVERY (1956)
 NH0881
 NH0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HH)
 NH0881'THERE HAS BEEN A CONCRETE PAVEMENT PUT IN AND IT MUST BE
 NH0881'GONE.  NO EVIDENCE OF MARK NOW.  ALSO A NEW BRIDGE BY CHICAGO
 NH0881'AND NORTHWESTERN RR. PREVIOUS TO PAVEMENT.
 NH0881
 NH0881                          STATION RECOVERY (1997)
 NH0881
 NH0881'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1452 ***********************************************************************
 NH1452  DESIGNATION -  GREGORY
 NH1452  PID         -  NH1452
 NH1452  STATE/COUNTY-  IL/WINNEBAGO
 NH1452  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1452
 NH1452                         *CURRENT SURVEY CONTROL
 NH1452  ___________________________________________________________________
 NH1452* NAD 83(1997)-  42 15 07.17041(N)    089 01 12.59607(W)     ADJUSTED  
 NH1452* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 NH1452  ___________________________________________________________________
 NH1452  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 NH1452  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NH1452
 NH1452  HORZ ORDER  -  FIRST
 NH1452
 NH1452.The horizontal coordinates were established by classical geodetic methods
 NH1452.and adjusted by the National Geodetic Survey in October 1999..
 NH1452
 NH1452.The orthometric height was scaled from a topographic map.
 NH1452
 NH1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1452
 NH1452.The geoid height was determined by GEOID03.
 NH1452
 NH1452;                    North         East     Units Scale Factor Converg.
 NH1452;SPC IL W     -   620,707.612   794,607.853   MT  1.00005127   +0 46 15.4
 NH1452;SPC IL W     - 2,036,438.22  2,606,975.93   sFT  1.00005127   +0 46 15.4
 NH1452;SPC IL E     -   620,320.508   243,321.772   MT  1.00001451   -0 27 42.6
 NH1452;SPC IL E     - 2,035,168.20    798,298.18   sFT  1.00001451   -0 27 42.6
 NH1452;UTM  16      - 4,679,731.030   333,353.028   MT  0.99994171   -1 21 31.2
 NH1452
 NH1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1452!SPC IL W     -   0.99996195  x   1.00005127  =   1.00001321
 NH1452!SPC IL E     -   0.99996195  x   1.00001451  =   0.99997646
 NH1452!UTM  16      -   0.99996195  x   0.99994171  =   0.99990366
 NH1452
 NH1452                          SUPERSEDED SURVEY CONTROL
 NH1452
 NH1452  NAD 83(1997)-  42 15 07.17056(N)    089 01 12.59754(W) AD(       ) 1
 NH1452  NAD 83(1997)-  42 15 07.16853(N)    089 01 12.59977(W) AD(       ) 1
 NH1452  NAD 83(1986)-  42 15 07.16812(N)    089 01 12.60118(W) AD(       ) 1
 NH1452  NAD 27      -  42 15 07.09520(N)    089 01 12.22530(W) AD(       ) 1
 NH1452
 NH1452.Superseded values are not recommended for survey control.
 NH1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1452.See file dsdata.txt to determine how the superseded data were derived.
 NH1452
 NH1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3335379731(NAD 83)
 NH1452_MARKER: DS = TRIANGULATION STATION DISK
 NH1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1452
 NH1452  HISTORY     - Date     Condition        Report By
 NH1452  HISTORY     - 1935     MONUMENTED       CGS
 NH1452  HISTORY     - 1954     GOOD             CGS
 NH1452  HISTORY     - 19970323 GOOD             USPSQD
 NH1452
 NH1452                          STATION DESCRIPTION
 NH1452
 NH1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1452'THIS STATION IS ABOUT 4 MILES SOUTHEAST OF THE HEART OF ROCKFORD.
 NH1452'IN THE NORTHEAST 1/4 SEC. 32, T 44 N, R 2 E.  IN WOODED
 NH1452'SECTION OF LAND OWNED BY MR. GREGORY, WHO LIVES IN FIRST
 NH1452'HOUSE EAST OF THE STATION.  THIS SECTION OF LAND HAS BEEN
 NH1452'SUB-DIVIDED AND IS KNOWN AS FOREST HILLS SUB-DIVISION.  THE
 NH1452'STATION MARK IS 328 FEET SOUTH OF EAST-WEST HIGHWAY (BITUMINOUS
 NH1452'MACADAM).  AT THE SOUTHEAST CORNER OF SUB-DIVISION LOT NUMBER
 NH1452'27.  AT THE NORTHWEST INTERSECTION OF HILLCREST ROAD AND
 NH1452'SOVEREIGN BOULEVARD.  30 FEET WEST OF CENTERLINE OF HILLCREST
 NH1452'ROAD.  30 FEET NORTH OF CENTERLINE OF SOVEREIGN
 NH1452'BOULEVARD.  THE STATION MARK WAS PLACED AT POINT MARKED
 NH1452'ORIGINALLY BY AN IRON STAKE.  THE MARK IS FLUSH WITH THE
 NH1452'GROUND.
 NH1452'
 NH1452'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 NH1452'BRONZE TABLETS SET IN CONCRETE.
 NH1452'
 NH1452'REFERENCE MARK NO. 1 WAS SET AT POINT MARKED BY IRON STAKE
 NH1452'NORTH OF THE STATION.  IT MARKS THE SOUTHEAST CORNER OF LOT
 NH1452'NUMBER 30 AND THE NORTHEAST CORNER OF LOT NUMBER 29.  MARK IS
 NH1452'208 FEET SOUTH OF EAST-WEST HIGHWAY.  30 FEET WEST OF CENTERLINE
 NH1452'OF HILLCREST ROAD.  THE MARK PROJECTS 3 INCHES.
 NH1452'
 NH1452'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION AND WAS
 NH1452'PUT AT POINT MARKED BY IRON STAKE, WHICH SUPPOSEDLY MARKED
 NH1452'THE SOUTHWEST CORNER OF LOT NUMBER 33 AND THE NORTHWEST
 NH1452'CORNER OF LOT NUMBER 34.  THE MARK IS 30 FEET EAST OF CENTERLINE
 NH1452'OF HILLCREST ROAD.  90 FEET NORTH OF THE CENTERLINE OF SOVEREIGN
 NH1452'BOULEVARD.  THE MARK IS FLUSH WITH THE GROUND.  THE DISTANCE
 NH1452'BETWEEN THE REFERENCE MARKS IS 83.97 FEET.
 NH1452'
 NH1452'THE AZIMUTH MARK IS SOUTH OF THE STATION AT THE SOUTHWEST SIDE
 NH1452'OF ILLINOIS HIGHWAY 5.  24 FEET SOUTHWEST OF CENTERLINE OF
 NH1452'ROAD.  30 YARDS NORTHWEST OF HOUSE WITH SHINGLE SIDING.  ABOUT
 NH1452'50 YARDS SOUTHEAST AND ACROSS ROAD FROM TIP TOP INN.  30 YARDS
 NH1452'SOUTHEAST OF DIRT ROAD (HILLCREST ROAD) LEADING NORTH TO STATION.
 NH1452'2 FEET WEST OF TRIPLE TRUNK ASH TREE.  THE MARK PROJECTS 2
 NH1452'INCHES.
 NH1452'
 NH1452'TO REACH THE STATION FROM THE FAUST HOTEL IN ROCKFORD FOLLOW
 NH1452'CHARLES STREET (ILLINOIS 5) SOUTHEAST 0.65 MILE TO ABRAHAM
 NH1452'LINCOLN JUNIOR HIGH SCHOOL AT 11TH AND CHARLES STREETS.  CONTINUE
 NH1452'SOUTHEAST ON CHARLES STREET (I11.5) 2.35 MILES TO JUNCTION
 NH1452'OF THREE ROADS.  THENCE EAST ON BITUMINOUS MACADAM HIGHWAY
 NH1452'0.5 MILE TO DIRT ROAD (HILLCREST ROAD) LEADING SOUTH.  THENCE
 NH1452'SOUTH 100 YARDS TO STATION.
 NH1452'
 NH1452'A 100-FOOT SIGNAL AT MILLS IS VISIBLE AT 64 FEET.
 NH1452'
 NH1452'A 100-FOOT SIGNAL AT BELVIDERE IS VISIBLE AT 77 FEET.
 NH1452'
 NH1452'A 4-FOOT SIGNAL AT DE WITT 1920 IS VISIBLE AT 77 FEET.
 NH1452'
 NH1452'AN 8-FOOT SIGNAL AT FAUST IS VISIBLE AT 64 FEET.
 NH1452'
 NH1452'A 110-FOOT SIGNAL AT COLES R.M. NO. 2 IS VISIBLE AT 77 FEET.
 NH1452'
 NH1452'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTH.
 NH1452
 NH1452                          STATION RECOVERY (1954)
 NH1452
 NH1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1452'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 NH1452'THE DISTANCES TO THE REFERENCE MARKS AND THE AZIMUTH MARK CHECKED.
 NH1452'NO OBSERVATIONS WERE MADE FROM THE STATION AT THIS TIME.
 NH1452'THE OLD DESCRIPTION IS ADEQUATE WITH THE ADDITION OF THE FOLLOWING
 NH1452'INFORMATION--STATION IS NOW ON THE PROPERTY OF ED SANDBERG AND
 NH1452'IS UNDER A BOARD FENCE CROSSING THE FRONT LAWN OF THIS PROPERTY.
 NH1452'THE EAST-WEST PAVED ROAD IS NOW NEWBERG ROAD AND SOVEREIGN
 NH1452'BOULEVARD HAS BEEN DISCONTINUED.
 NH1452
 NH1452                          STATION RECOVERY (1997)
 NH1452
 NH1452'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0601 ***********************************************************************
 KC0601  DESIGNATION -  GRESS
 KC0601  PID         -  KC0601
 KC0601  STATE/COUNTY-  IL/CALHOUN
 KC0601  USGS QUAD   -  HAMBURG (1993)
 KC0601
 KC0601                         *CURRENT SURVEY CONTROL
 KC0601  ___________________________________________________________________
 KC0601* NAD 83(1997)-  39 12 20.57718(N)    090 39 27.99302(W)     ADJUSTED  
 KC0601* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 KC0601  ___________________________________________________________________
 KC0601  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 KC0601  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KC0601
 KC0601  HORZ ORDER  -  FIRST
 KC0601
 KC0601.The horizontal coordinates were established by classical geodetic methods
 KC0601.and adjusted by the National Geodetic Survey in October 1999..
 KC0601
 KC0601.The orthometric height was scaled from a topographic map.
 KC0601
 KC0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0601
 KC0601.The geoid height was determined by GEOID03.
 KC0601
 KC0601;                    North         East     Units Scale Factor Converg.
 KC0601;SPC IL W     -   281,920.903   657,582.834   MT  0.99996332   -0 18 37.6
 KC0601;SPC IL W     -   924,935.50  2,157,419.68   sFT  0.99996332   -0 18 37.6
 KC0601;SPC MO E     -   374,279.183   236,373.017   MT  0.99993562   -0 05 59.0
 KC0601;UTM  15      - 4,342,219.271   702,240.133   MT  1.00010364   +1 28 51.7
 KC0601
 KC0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0601!SPC IL W     -   0.99997161  x   0.99996332  =   0.99993494
 KC0601!SPC MO E     -   0.99997161  x   0.99993562  =   0.99990724
 KC0601!UTM  15      -   0.99997161  x   1.00010364  =   1.00007525
 KC0601
 KC0601|---------------------------------------------------------------------|
 KC0601| PID    Reference Object                     Distance      Geod. Az  |
 KC0601|                                                           dddmmss.s |
 KC0601| CL8628 GRESS RM 1                           83.400 METERS 05956     |
 KC0601| CL8629 GRESS RM 2                                         17152     |
 KC0601| KC0600 SNIDER                              APPROX. 7.9 KM 1733935.0 |
 KC0601|---------------------------------------------------------------------|
 KC0601
 KC0601                          SUPERSEDED SURVEY CONTROL
 KC0601
 KC0601  NAD 83(1986)-  39 12 20.58473(N)    090 39 27.99160(W) AD(       ) 1
 KC0601  NAD 27      -  39 12 20.41700(N)    090 39 27.55900(W) AD(       ) 1
 KC0601
 KC0601.Superseded values are not recommended for survey control.
 KC0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0601.See file dsdata.txt to determine how the superseded data were derived.
 KC0601
 KC0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD0224042219(NAD 83)
 KC0601_MARKER: DS = TRIANGULATION STATION DISK
 KC0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0601
 KC0601  HISTORY     - Date     Condition        Report By
 KC0601  HISTORY     - 1931     MONUMENTED       CGS
 KC0601  HISTORY     - 1975     GOOD             LOCENG
 KC0601
 KC0601                          STATION DESCRIPTION
 KC0601
 KC0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0601'ABOUT 4 MILES NORTHWEST OF HARDIN, ON LAND OWNED AND OCCUPIED BY
 KC0601'VAL GRESS, 60 YARDS SOUTH OF T-INTERSECTION OF ROADS, 28 YARDS
 KC0601'SOUTH OF MAIL BOXES, AND 25 FEET SOUTHEAST OF STEEP BANK
 KC0601'OF NORTH-AND-SOUTH ROAD, IN FENCE LINE BETWEEN ORCHARD ON
 KC0601'NORTHEAST AND APEX OF V-SHAPED PASTURE IN RAVINE ON SOUTHWEST.
 KC0601'TO REACH FROM HARDIN, GO NORTH 2.75 MILES TO MOUTH OF
 KC0601'DE GERLIA HOLLOW, FOLLOW GRAVEL ROAD WEST 2.9 MILES UP HOLLOW
 KC0601'TO DIRT ROAD ENTERING FROM SOUTH ON TOP OF RIDGE, GO SOUTH 30
 KC0601'YARDS TO THREE MAIL BOXES, AND CONTINUE SOUTH ACROSS CORNER OF
 KC0601'ORCHARD TO STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 KC0601'STANDARD STATION DISKS IN CONCRETE.
 KC0601'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 KC0601'NO. 1 IS AT NORTHEAST CORNER OF ORCHARD, 28 FEET SOUTH
 KC0601'OF CENTER OF TRIANGLE FORMED BY THREE ROADS, ON EDGE OF
 KC0601'ROAD, ON TOP OF SMALL BANK, AND 83.40 METERS (273.6 FEET) FROM
 KC0601'STATION N 59 DEG 04 MIN E.  NO. 2 IS 2 FEET EAST
 KC0601'OF EDGE OF BANK, 15 FEET EAST OF CENTER LINE OF ROAD, ON POINT
 KC0601'OF INTERSECTION OF WEST EDGES OF ROADS TO NORTH AND
 KC0601'SOUTHWEST, AND ONE-FOURTH MILE FROM STATION S 08 DEG 08 MIN E.
 KC0601
 KC0601                          STATION RECOVERY (1975)
 KC0601
 KC0601'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TAO)
 KC0601'GRESS SEE ATTACHED.
 KC0601'
 KC0601'TO REACH FROM HARDIN GO NORTH 2.75 MILES TO T JUNCTION.  TURN LEFT
 KC0601'AND GO 2.8 MILES TO ANOTHER T JUNCTION.  TURN LEFT FOR ABOUT 60
 KC0601'YARDS.  MARK IS ON BANK TOP ON LEFT IN PLOWED FIELD.  A SUPERFICIAL
 KC0601'SEARCH WAS MADE FOR RMS BUT NEITHER ONE FOUND.  A TOWER WILL BE
 KC0601'NEEDED TO OBSERVE FROM STATION.
 KC0601'
 KC0601'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NW HARDIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1288 ***********************************************************************
 MF1288  DESIGNATION -  GRETNA
 MF1288  PID         -  MF1288
 MF1288  STATE/COUNTY-  IL/DU PAGE
 MF1288  USGS QUAD   -  LOMBARD (1993)
 MF1288
 MF1288                         *CURRENT SURVEY CONTROL
 MF1288  ___________________________________________________________________
 MF1288* NAD 83(1997)-  41 54 10.27440(N)    088 05 19.79678(W)     ADJUSTED  
 MF1288* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 MF1288  ___________________________________________________________________
 MF1288  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MF1288  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MF1288
 MF1288  HORZ ORDER  -  THIRD
 MF1288
 MF1288.The horizontal coordinates were established by classical geodetic methods
 MF1288.and adjusted by the National Geodetic Survey in October 1999..
 MF1288
 MF1288.The orthometric height was scaled from a topographic map.
 MF1288
 MF1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1288
 MF1288.The geoid height was determined by GEOID03.
 MF1288
 MF1288;                    North         East     Units Scale Factor Converg.
 MF1288;SPC IL E     -   581,341.555   320,287.366   MT  0.99998006   +0 09 47.9
 MF1288;SPC IL E     - 1,907,284.75  1,050,809.47   sFT  0.99998006   +0 09 47.9
 MF1288;UTM  16      - 4,639,563.465   409,687.866   MT  0.99970036   -0 43 38.1
 MF1288
 MF1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1288!SPC IL E     -   0.99996728  x   0.99998006  =   0.99994734
 MF1288!UTM  16      -   0.99996728  x   0.99970036  =   0.99966765
 MF1288
 MF1288|---------------------------------------------------------------------|
 MF1288| PID    Reference Object                     Distance      Geod. Az  |
 MF1288|                                                           dddmmss.s |
 MF1288| CI7485 GRETNA RM 1                          23.315 METERS 00452     |
 MF1288| MF1291 BLOOMINGDALE RAD STA WMAQ MAST      APPROX. 3.7 KM 0204604.4 |
 MF1288| CI7486 GRETNA RM 2                          21.046 METERS 08500     |
 MF1288| MF1284 LOMBARD MUNICIPAL STANDPIPE         APPROX. 5.0 KM 0853427.0 |
 MF1288| MF1287 LOMBARD COMMONWEALTH EDISON TK      APPROX. 3.9 KM 1003002.1 |
 MF1288| MF1280 GRETNA MICROWAVE KS 2XBO MAST       APPROX. 1.0 KM 2320132.6 |
 MF1288| MF1311 WINFIELD MUNICIPAL TANK             APPROX. 6.3 KM 2385148.7 |
 MF1288| CI7484 GRETNA AZ MK                                       2551349.5 |
 MF1288| MF1282 CLOVERDALE MICROWAVE KSA 47 TR      APPROX. 3.7 KM 3460350.2 |
 MF1288|---------------------------------------------------------------------|
 MF1288
 MF1288                          SUPERSEDED SURVEY CONTROL
 MF1288
 MF1288  NAD 83(1997)-  41 54 10.27460(N)    088 05 19.79785(W) AD(       ) 3
 MF1288  NAD 83(1986)-  41 54 10.27846(N)    088 05 19.80893(W) AD(       ) 3
 MF1288  NAD 27      -  41 54 10.17290(N)    088 05 19.56110(W) AD(       ) 3
 MF1288
 MF1288.Superseded values are not recommended for survey control.
 MF1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1288.See file dsdata.txt to determine how the superseded data were derived.
 MF1288
 MF1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0968839563(NAD 83)
 MF1288_MARKER: DS = TRIANGULATION STATION DISK
 MF1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1288
 MF1288  HISTORY     - Date     Condition        Report By
 MF1288  HISTORY     - 1956     MONUMENTED       CGS
 MF1288  HISTORY     - 1967     GOOD             CGS
 MF1288  HISTORY     - 1976     GOOD             LOCENG
 MF1288
 MF1288                          STATION DESCRIPTION
 MF1288
 MF1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1288'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF WHEATON AND
 MF1288'2-1/2 MILES NORTHWEST OF GLEN ELLYN, ON THE NORTH SIDE OF
 MF1288'STATE HIGHWAY 64 AND ON HIGHWAY RIGHT-OF-WAY.  IT IS 88 FEET
 MF1288'NORTH OF THE CENTER OF STATE HIGHWAY 64, 41 FEET WEST OF THE
 MF1288'CENTER OF LINDA AVENUE AND 13 FEET SOUTHWEST OF A WHITE
 MF1288'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1288'GRETNA 1956.
 MF1288'
 MF1288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64
 MF1288'AND GLEN ELLYN ROAD, WHICH IS ABOUT 1 MILE NORTH OF GLEN
 MF1288'ELLYN, GO WEST ON STATE HIGHWAY 64 FOR 1.35 MILES TO LINDA
 MF1288'AVENUE ON THE RIGHT AND STATION AS DESCRIBED.
 MF1288'
 MF1288'REFERENCE MARK 1 IS 31 FEET WEST OF THE CENTER OF LINDA AVENUE
 MF1288'AND 9 FEET SOUTHEAST OF A SMALL ELM TREE.  THE MARK IS FLUSH
 MF1288'AND THE DISK IS STAMPED GRETNA NO 1 1956.
 MF1288'
 MF1288'REFERENCE MARK 2 IS 62 FEET EAST OF A WHITE WITNESS POST AND
 MF1288'30 FEET EAST OF THE CENTER OF LINDA AVENUE.  THE MARK IS FLUSH
 MF1288'AND THE DISK IS STAMPED GRETNA NO 2 1956.
 MF1288'
 MF1288'THE AZIMUTH MARK IS 98 FEET SOUTH OF THE CENTER OF STATE
 MF1288'HIGHWAY 64, 3 FEET WEST OF A TELEPHONE POLE, 2 FEET NORTHEAST
 MF1288'OF A WHITE WITNESS POST AND 2 FEET NORTH OF A WIRE FENCE
 MF1288'LINE AND ON HIGHWAY RIGHT-OF-WAY.  THE MARK IS FLUSH AND
 MF1288'THE DISK IS STAMPED GRETNA 1956.
 MF1288'
 MF1288'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 MF1288'HIGHWAY 64 FOR 0.2 MILE TO THE MARK ON THE SOUTH SIDE AS
 MF1288'DESCRIBED.
 MF1288'
 MF1288'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1288
 MF1288                          STATION RECOVERY (1967)
 MF1288
 MF1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1288'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 MF1288'DESCRIPTION IS GOOD WITH BELOW CHANGES.
 MF1288'
 MF1288'THE STATION MARK IS 2 INCHES BELOW THE GROUND AND 56 FEET
 MF1288'SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE HOUSE
 MF1288'(JOHN P. LIEHR).
 MF1288'
 MF1288'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF A
 MF1288'DRIVEWAY.
 MF1288'
 MF1288'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 MF1288
 MF1288                          STATION RECOVERY (1976)
 MF1288
 MF1288'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (AS)
 MF1288'GRETNA RM 1 RM 2 AZ MK ALL MARKS FOUND IN GOOD CONDITION AS
 MF1288'DESCRIBED.
 MF1288'
 MF1288'STATION MARK IS--4.78 FEET E. OF E. FACE OF HYDRANT.  20.9 FEET N. OF
 MF1288'CENTER OF WATER MANHOLE.  55.8 FEET SE OF SE CORNER OF 1 STY. BRICK
 MF1288'HOUSE.
 MF1288'
 MF1288'AZ MK IS NEAR NW CORNER OF PROPERTY NO. 28 W 785.
 MF1288'
 MF1288'HORIZONTAL DISTANCE FROM STATION TO AZ MK = 872.41 FEET (BY LASER
 MF1288'RANGER).
 MF1288'
 MF1288'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. N. OF WHEATON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1280 ***********************************************************************
 MF1280  DESIGNATION -  GRETNA MICROWAVE KS 2XBO MAST
 MF1280  PID         -  MF1280
 MF1280  STATE/COUNTY-  IL/DU PAGE
 MF1280  USGS QUAD   -  LOMBARD (1993)
 MF1280
 MF1280                         *CURRENT SURVEY CONTROL
 MF1280  ___________________________________________________________________
 MF1280* NAD 83(1997)-  41 53 50.58385(N)    088 05 53.55880(W)     ADJUSTED  
 MF1280* NAVD 88     -                                                        
 MF1280  ___________________________________________________________________
 MF1280  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 MF1280  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MF1280
 MF1280  HORZ ORDER  -  THIRD
 MF1280
 MF1280.The horizontal coordinates were established by classical geodetic methods
 MF1280.and adjusted by the National Geodetic Survey in October 1999..
 MF1280
 MF1280
 MF1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1280
 MF1280.The geoid height was determined by GEOID03.
 MF1280
 MF1280;                    North         East     Units Scale Factor Converg.
 MF1280;SPC IL E     -   580,731.879   319,510.867   MT  0.99997968   +0 09 25.3
 MF1280;SPC IL E     - 1,905,284.51  1,048,261.90   sFT  0.99997968   +0 09 25.3
 MF1280;UTM  16      - 4,638,966.097   408,902.204   MT  0.99970212   -0 44 00.4
 MF1280
 MF1280                          SUPERSEDED SURVEY CONTROL
 MF1280
 MF1280  NAD 83(1997)-  41 53 50.58406(N)    088 05 53.55985(W) AD(       ) 4
 MF1280  NAD 83(1986)-  41 53 50.58796(N)    088 05 53.57092(W) AD(       ) 4
 MF1280  NAD 27      -  41 53 50.48400(N)    088 05 53.32200(W) AD(       ) 3
 MF1280
 MF1280.Superseded values are not recommended for survey control.
 MF1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1280.See file dsdata.txt to determine how the superseded data were derived.
 MF1280
 MF1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0890238966(NAD 83)
 MF1280_MARKER: 42 = RADIO/TV MAST
 MF1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1280+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 MF1280
 MF1280  HISTORY     - Date     Condition        Report By
 MF1280  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1280  HISTORY     - 20030723 MARK NOT FOUND   GEOCAC
 MF1280  HISTORY     - 20060121 GOOD             USPSQD
 MF1280
 MF1280                          STATION DESCRIPTION
 MF1280
 MF1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1280'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE
 MF1280'MOTOROLA INCORPORATED MICRO-WAVE RELAY STATION KS-2XBO LOCATED
 MF1280'ON THE SOUTH SIDE OF THE RAILROAD TRACKS 0.2 MILE NORTHEAST
 MF1280'OF THE INTERSECTION OF ST. CHARLES ROAD AND SCHMALE ROAD
 MF1280'ABOUT 2 MILES NORTHWEST OF GLEN ELLYN AND ABOUT 1/2 MILE
 MF1280'EAST OF GRETNA.  IT IS A UNIFORM CROSS-SECTION STEEL STRUCTURE
 MF1280'SUPPORTED BY GUY WIRES AND PAINTED IN ALTERNATE SECTIONS
 MF1280'OF ORANGE AND WHITE.  THE HEIGHT IS 100 FEET.
 MF1280
 MF1280                          STATION RECOVERY (2003)
 MF1280
 MF1280'RECOVERY NOTE BY GEOCACHING 2003 (DAY)
 MF1280'THE STRUCTURE THAT THIS SAT ON WAS REPLACED 15 OR MORE YEARS AGO. THE
 MF1280'NEW TOWER WAS PLACED APPROX 50 YARDS NE OF THE ORIGINAL LOCATION.
 MF1280'THE CEMENT PADS STILL EXIST FROM THE ORIGINAL STRUCTURE.
 MF1280
 MF1280                          STATION RECOVERY (2006)
 MF1280
 MF1280'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1280'TOWER BASE PAD AND GUY WIRE MOORINGS FOUND, TOWER HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1852 ***********************************************************************
 LC1852  DESIGNATION -  GRIDLEY MUNICIPAL TANK
 LC1852  PID         -  LC1852
 LC1852  STATE/COUNTY-  IL/MCLEAN
 LC1852  USGS QUAD   -  GRIDLEY (1981)
 LC1852
 LC1852                         *CURRENT SURVEY CONTROL
 LC1852  ___________________________________________________________________
 LC1852* NAD 83(1997)-  40 44 30.99918(N)    088 52 56.14541(W)     ADJUSTED  
 LC1852* NAVD 88     -                                                        
 LC1852  ___________________________________________________________________
 LC1852  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 LC1852  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC1852
 LC1852  HORZ ORDER  -  THIRD
 LC1852
 LC1852.The horizontal coordinates were established by classical geodetic methods
 LC1852.and adjusted by the National Geodetic Survey in October 1999..
 LC1852
 LC1852
 LC1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1852
 LC1852.The geoid height was determined by GEOID03.
 LC1852
 LC1852;                    North         East     Units Scale Factor Converg.
 LC1852;SPC IL E     -   452,530.006   253,637.128   MT  1.00000145   -0 21 29.8
 LC1852;SPC IL E     - 1,484,675.53    832,141.14   sFT  1.00000145   -0 21 29.8
 LC1852;SPC IL W     -   453,163.379   808,478.926   MT  1.00008597   +0 50 18.1
 LC1852;SPC IL W     - 1,486,753.52  2,652,484.61   sFT  1.00008597   +0 50 18.1
 LC1852;UTM  16      - 4,511,815.092   341,078.744   MT  0.99991087   -1 13 43.4
 LC1852
 LC1852                          SUPERSEDED SURVEY CONTROL
 LC1852
 LC1852  NAD 83(1986)-  40 44 31.01533(N)    088 52 56.15218(W) AD(       ) 4
 LC1852  NAD 27      -  40 44 30.89100(N)    088 52 55.90500(W) AD(       ) 3
 LC1852
 LC1852.Superseded values are not recommended for survey control.
 LC1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1852.See file dsdata.txt to determine how the superseded data were derived.
 LC1852
 LC1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4107911815(NAD 83)
 LC1852_MARKER: 82 = FINIAL
 LC1852
 LC1852  HISTORY     - Date     Condition        Report By
 LC1852  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1852
 LC1852                          STATION DESCRIPTION
 LC1852
 LC1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1852'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 LC1852'TANK, A STEEL STRUCTURE APPROXIMATELY 150 FEET HIGH AND
 LC1852'PAINTED BLACK.  LOCATED IN THE CENTRAL PART OF TOWN.
 LC1852'
 LC1852'OBSERVED UPON FROM TRIANGULATION STATIONS FEVERS, DRESSLER,
 LC1852'SCHLOSSER AND EL PASO ECC 1939.
 LC1852'
 LC1852'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1938 ***********************************************************************
 JB1938  DESIGNATION -  GRIGGS
 JB1938  PID         -  JB1938
 JB1938  STATE/COUNTY-  IL/RANDOLPH
 JB1938  USGS QUAD   -  RED BUD (1982)
 JB1938
 JB1938                         *CURRENT SURVEY CONTROL
 JB1938  ___________________________________________________________________
 JB1938* NAD 83(1997)-  38 12 28.56551(N)    089 55 43.16071(W)     ADJUSTED  
 JB1938* NAVD 88     -       152.0    (meters)     499.     (feet)  VERTCON   
 JB1938  ___________________________________________________________________
 JB1938  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 JB1938  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 JB1938
 JB1938  HORZ ORDER  -  SECOND
 JB1938
 JB1938.The horizontal coordinates were established by classical geodetic methods
 JB1938.and adjusted by the National Geodetic Survey in October 1999..
 JB1938
 JB1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1938
 JB1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1938
 JB1938.The geoid height was determined by GEOID03.
 JB1938
 JB1938;                    North         East     Units Scale Factor Converg.
 JB1938;SPC IL W     -   171,075.715   720,844.707   MT  0.99994653   +0 08 50.0
 JB1938;SPC IL W     -   561,270.91  2,364,971.34   sFT  0.99994653   +0 08 50.0
 JB1938;UTM  16      - 4,232,941.732   243,573.093   MT  1.00040990   -1 48 44.7
 JB1938;UTM  15      - 4,233,346.803   768,923.178   MT  1.00049077   +1 54 02.9
 JB1938
 JB1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1938!SPC IL W     -   0.99998085  x   0.99994653  =   0.99992738
 JB1938!UTM  16      -   0.99998085  x   1.00040990  =   1.00039075
 JB1938!UTM  15      -   0.99998085  x   1.00049077  =   1.00047161
 JB1938
 JB1938|---------------------------------------------------------------------|
 JB1938| PID    Reference Object                     Distance      Geod. Az  |
 JB1938|                                                           dddmmss.s |
 JB1938| CI3751 GRIGGS RM 2                          54.173 METERS 08028     |
 JB1938| JB1929 WALSH BELL TELEPHONE MICROWAVE      APPROX.16.7 KM 1580103.7 |
 JB1938| CI3750 GRIGGS RM 1                          15.883 METERS 23724     |
 JB1938| JC1615 BURKESVILLE BELL MICROWAVE          APPROX.17.8 KM 2900946.8 |
 JB1938|---------------------------------------------------------------------|
 JB1938
 JB1938                          SUPERSEDED SURVEY CONTROL
 JB1938
 JB1938  NAD 83(1986)-  38 12 28.57508(N)    089 55 43.15338(W) AD(       ) 2
 JB1938  NAD 27      -  38 12 28.39763(N)    089 55 42.77589(W) AD(       ) 2
 JB1938  NGVD 29 (07/19/86)  152.2    (m)          499.     (f) VERT ANG       
 JB1938
 JB1938.Superseded values are not recommended for survey control.
 JB1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1938.See file dsdata.txt to determine how the superseded data were derived.
 JB1938
 JB1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4357332942(NAD 83)
 JB1938_MARKER: DD = SURVEY DISK
 JB1938_SETTING: 0 = UNSPECIFIED SETTING
 JB1938
 JB1938  HISTORY     - Date     Condition        Report By
 JB1938  HISTORY     - 1969     MONUMENTED       USGS
 JB1938
 JB1938                          STATION DESCRIPTION
 JB1938
 JB1938'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1938'THE STATION IS LOCATED ABOUT 3.5 MI E. OF REDBUD, IN THE SE. QUARTER
 JB1938'OF SEC. 1, T. 4 S., R. 8 W., ON THE CREST OF A PROMINENT RIDGE AND
 JB1938'IN THE RIGHT-OF-WAY OF AN E.-W. BLACKTOP RD.
 JB1938'
 JB1938'TO REACH THE STATION FROM THE REDBUD POST OFFICE DRIVE N. ON STATE
 JB1938'HWY. 3 FOR 0.5 BLOCK TO JCT. OF STATE HWYS. 3, 154, AND 159, TURN
 JB1938'RIGHT AND DRIVE ESE. ON STATE HWY. 154 FOR 3.1 MI TO A BLACKTOP RD.
 JB1938'CROSSING, TURN LEFT AND DRIVE N. ON BLACKTOP RD. FOR 0.75 MI TO A
 JB1938'CROSSROADS, TURN RIGHT AND DRIVE E. ON BLACKTOP RD. FOR 1.0 MI TO
 JB1938'THE CREST OF RIDGE, AND STATION ON THE LEFT.
 JB1938'
 JB1938'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED GRIGGS 1969
 JB1938'CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH WITH
 JB1938'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JB1938'
 JB1938'STATION MARK IS AT THE TOP OF CUTBANK, 23 FT N. OF CENTER OF THE
 JB1938'E.-W. BLACKTOP RD., 193 FT E. OF JCT. OF A T-RD. S., 52 FT ENE. OF
 JB1938'JCT. OF A DRIVE S. TO FARM BUILDINGS, 52 FT W. OF A TRANSFORMER
 JB1938'POWER POLE AND 1.7 FT N. OF A METAL WITNESS POST.
 JB1938'
 JB1938'REFERENCE MARK 1 IS 52.11 FT (15.883 M.) E. OF STATION, 30 FT N. OF
 JB1938'CENTER OF THE RD., 6.3 FT N. OF THE TRANSFORMER POLE AND 3.5 FT S.
 JB1938'OF POWER POLE GUY ANCHOR.
 JB1938'
 JB1938'REFERENCE MARK 2 IS 177.73 FT (54.173 M.) WSW. OF STATION, NEAR THE
 JB1938'NW. COR. OF A BARN OWNED BY MR. ALFRED E. GUEBERT, 72 FT S. OF
 JB1938'CENTER OF THE RD., 45 FT E, OF CENTER OF A PRIVATE N.-S. RD. AND 2.0
 JB1938'FT E.  AND 1.7 FT N. OF THE NW. COR. OF THE BARN.
 JB1938'
 JB1938'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0204 ***********************************************************************
 KC0204  DESIGNATION -  GRIGGSVILLE
 KC0204  PID         -  KC0204
 KC0204  STATE/COUNTY-  IL/PIKE
 KC0204  USGS QUAD   -  GRIGGSVILLE (1980)
 KC0204
 KC0204                         *CURRENT SURVEY CONTROL
 KC0204  ___________________________________________________________________
 KC0204* NAD 83(1986)-  39 42 34.     (N)    090 43 39.     (W)     SCALED    
 KC0204* NAVD 88     -       217.960  (meters)     715.09   (feet)  ADJUSTED  
 KC0204  ___________________________________________________________________
 KC0204  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KC0204  DYNAMIC HT  -         217.840 (meters)     714.70  (feet)  COMP
 KC0204  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 KC0204
 KC0204  VERT ORDER  -  SECOND    CLASS 0
 KC0204
 KC0204.The horizontal coordinates were scaled from a topographic map and have
 KC0204.an estimated accuracy of +/- 6 seconds.
 KC0204
 KC0204.The orthometric height was determined by differential leveling
 KC0204.and adjusted by the National Geodetic Survey in June 1991..
 KC0204
 KC0204.The geoid height was determined by GEOID03.
 KC0204
 KC0204.The dynamic height is computed by dividing the NAVD 88
 KC0204.geopotential number by the normal gravity value computed on the
 KC0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0204.degrees latitude (g = 980.6199 gals.).
 KC0204
 KC0204.The modeled gravity was interpolated from observed gravity values.
 KC0204
 KC0204;                    North         East    Units  Estimated Accuracy
 KC0204;SPC IL W     -   337,880.      651,910.      MT  (+/- 180 meters Scaled)
 KC0204
 KC0204                          SUPERSEDED SURVEY CONTROL
 KC0204
 KC0204  NGVD 29 (??/??/92)  218.044  (m)          715.37   (f) ADJ UNCH    2 0
 KC0204
 KC0204.Superseded values are not recommended for survey control.
 KC0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0204.See file dsdata.txt to determine how the superseded data were derived.
 KC0204
 KC0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD948979(NAD 83)
 KC0204_MARKER: DB = BENCH MARK DISK
 KC0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0204_SP_SET: BUILDING
 KC0204_STAMPING: GRIGGSVILLE 1934
 KC0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0204
 KC0204  HISTORY     - Date     Condition        Report By
 KC0204  HISTORY     - 1934     MONUMENTED       CGS
 KC0204  HISTORY     - 1935     GOOD             NGS
 KC0204
 KC0204                          STATION DESCRIPTION
 KC0204
 KC0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0204'AT GRIGGSVILLE.
 KC0204'AT GRIGGSVILLE, PIKE COUNTY, AT THE ENTRANCE TO THE PUBLIC
 KC0204'LIBRARY, IN THE TOP STONE CAP OF THE NORTH BRICK BANNISTER.  A
 KC0204'STANDARD DISK, STAMPED GRIGGSVILLE 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0615 ***********************************************************************
 KC0615  DESIGNATION -  GRIGGSVILLE SPIRE
 KC0615  PID         -  KC0615
 KC0615  STATE/COUNTY-  IL/PIKE
 KC0615  USGS QUAD   -  GRIGGSVILLE (1980)
 KC0615
 KC0615                         *CURRENT SURVEY CONTROL
 KC0615  ___________________________________________________________________
 KC0615* NAD 83(1997)-  39 42 24.85980(N)    090 43 32.11724(W)     ADJUSTED  
 KC0615* NAVD 88     -                                                        
 KC0615  ___________________________________________________________________
 KC0615  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KC0615  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KC0615
 KC0615  HORZ ORDER  -  THIRD
 KC0615
 KC0615.The horizontal coordinates were established by classical geodetic methods
 KC0615.and adjusted by the National Geodetic Survey in October 1999..
 KC0615
 KC0615
 KC0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0615
 KC0615.The geoid height was determined by GEOID03.
 KC0615
 KC0615;                    North         East     Units Scale Factor Converg.
 KC0615;SPC IL W     -   337,596.249   652,070.785   MT  0.99996945   -0 21 25.5
 KC0615;SPC IL W     - 1,107,597.03  2,139,335.57   sFT  0.99996945   -0 21 25.5
 KC0615;UTM  15      - 4,397,700.502   694,980.132   MT  1.00006807   +1 27 12.6
 KC0615
 KC0615                          SUPERSEDED SURVEY CONTROL
 KC0615
 KC0615  NAD 83(1997)-  39 42 24.86801(N)    090 43 32.11390(W) AD(       ) 4
 KC0615  NAD 83(1986)-  39 42 24.86714(N)    090 43 32.11313(W) AD(       ) 4
 KC0615  NAD 27      -  39 42 24.71700(N)    090 43 31.67600(W) AD(       ) 3
 KC0615
 KC0615.Superseded values are not recommended for survey control.
 KC0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0615.See file dsdata.txt to determine how the superseded data were derived.
 KC0615
 KC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD9498097701(NAD 83)
 KC0615_MARKER: 89 = SPIRE
 KC0615
 KC0615  HISTORY     - Date     Condition        Report By
 KC0615  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0615  HISTORY     - 1975     GOOD             LOCENG
 KC0615
 KC0615                          STATION DESCRIPTION
 KC0615
 KC0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0615'INTERSECTION STATION.  THIS IS THE TALLEST SPIRE IN THE TOWN OF
 KC0615'GRIGGSVILLE AND WAS THE ONLY SPIRE SEEN IN THIS TOWN ON THIS ARC
 KC0615'OF TRIANGULATION.  THE SPIRE WAS NOT VISITED.  IT WAS LOCATED
 KC0615'FROM TRIANGULATION STATIONS SAND, FLORENCE, TICK, AND BAY.
 KC0615'
 KC0615'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE.
 KC0615
 KC0615                          STATION RECOVERY (1975)
 KC0615
 KC0615'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 KC0615'RECOVERED IN GOOD CONDITION.
 KC0615'
 KC0615'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GRIGGSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0616 ***********************************************************************
 KC0616  DESIGNATION -  GRIGGSVILLE TANK
 KC0616  PID         -  KC0616
 KC0616  STATE/COUNTY-  IL/PIKE
 KC0616  USGS QUAD   -  GRIGGSVILLE (1980)
 KC0616
 KC0616                         *CURRENT SURVEY CONTROL
 KC0616  ___________________________________________________________________
 KC0616* NAD 83(1997)-  39 42 33.20161(N)    090 43 33.54098(W)     ADJUSTED  
 KC0616* NAVD 88     -                                                        
 KC0616  ___________________________________________________________________
 KC0616  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 KC0616  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KC0616
 KC0616  HORZ ORDER  -  THIRD
 KC0616
 KC0616.The horizontal coordinates were established by classical geodetic methods
 KC0616.and adjusted by the National Geodetic Survey in October 1999..
 KC0616
 KC0616
 KC0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0616
 KC0616.The geoid height was determined by GEOID03.
 KC0616
 KC0616;                    North         East     Units Scale Factor Converg.
 KC0616;SPC IL W     -   337,853.721   652,038.476   MT  0.99996949   -0 21 26.5
 KC0616;SPC IL W     - 1,108,441.75  2,139,229.57   sFT  0.99996949   -0 21 26.5
 KC0616;UTM  15      - 4,397,956.849   694,939.699   MT  1.00006787   +1 27 11.9
 KC0616
 KC0616                          SUPERSEDED SURVEY CONTROL
 KC0616
 KC0616  NAD 83(1997)-  39 42 33.20980(N)    090 43 33.53746(W) AD(       ) 4
 KC0616  NAD 83(1986)-  39 42 33.20895(N)    090 43 33.53702(W) AD(       ) 4
 KC0616  NAD 27      -  39 42 33.07100(N)    090 43 33.09900(W) AD(       ) 3
 KC0616
 KC0616.Superseded values are not recommended for survey control.
 KC0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0616.See file dsdata.txt to determine how the superseded data were derived.
 KC0616
 KC0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD9494097957(NAD 83)
 KC0616_MARKER: 51 = TANK
 KC0616
 KC0616  HISTORY     - Date     Condition        Report By
 KC0616  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0616
 KC0616                          STATION DESCRIPTION
 KC0616
 KC0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0616'INTERSECTION STATION.  THIS IS PROBABLY THE MUNICIPAL WATERTANK
 KC0616'IN GRIGGSVILLE.  IT IS THE ONLY TANK IN GRIGGSVILLE THAT WAS SEEN
 KC0616'ON THIS ARC OF TRIANGULATION.  IT IS APPROXIMATELY 120 FEET HIGH
 KC0616'AND IS A STEEL TANK.  THE TANK WAS NOT VISITED.  IT WAS LOCATED
 KC0616'FROM TRIANGULATION STATIONS SAND, ROOD, FLORENCE, CLAY, TICK, BAY
 KC0616'AND FOREMAN.
 KC0616'
 KC0616'THE POINT OBSERVED UPON WAS THE FINIAL OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1572 ***********************************************************************
 MF1572  DESIGNATION -  GROSS
 MF1572  PID         -  MF1572
 MF1572  STATE/COUNTY-  IL/BUREAU
 MF1572  USGS QUAD   -  MENDOTA WEST (1982)
 MF1572
 MF1572                         *CURRENT SURVEY CONTROL
 MF1572  ___________________________________________________________________
 MF1572* NAD 83(1997)-  41 32 33.92388(N)    089 11 27.11453(W)     ADJUSTED  
 MF1572* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 MF1572  ___________________________________________________________________
 MF1572  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 MF1572  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1572
 MF1572  HORZ ORDER  -  SECOND
 MF1572
 MF1572.The horizontal coordinates were established by classical geodetic methods
 MF1572.and adjusted by the National Geodetic Survey in October 1999..
 MF1572
 MF1572.The orthometric height was scaled from a topographic map.
 MF1572
 MF1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1572
 MF1572.The geoid height was determined by GEOID03.
 MF1572
 MF1572;                    North         East     Units Scale Factor Converg.
 MF1572;SPC IL W     -   541,759.888   781,417.769   MT  1.00002272   +0 38 49.8
 MF1572;SPC IL W     - 1,777,423.90  2,563,701.46   sFT  1.00002272   +0 38 49.8
 MF1572;SPC IL E     -   541,673.499   228,447.955   MT  1.00003798   -0 34 07.4
 MF1572;SPC IL E     - 1,777,140.47    749,499.67   sFT  1.00003798   -0 34 07.4
 MF1572;UTM  16      - 4,601,328.665   317,259.201   MT  1.00001097   -1 27 12.0
 MF1572
 MF1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1572!SPC IL W     -   0.99996456  x   1.00002272  =   0.99998728
 MF1572!SPC IL E     -   0.99996456  x   1.00003798  =   1.00000254
 MF1572!UTM  16      -   0.99996456  x   1.00001097  =   0.99997553
 MF1572
 MF1572:                Primary Azimuth Mark                     Grid Az
 MF1572:SPC IL W     -  GROSS AZ MK                              000 56 44.7
 MF1572:SPC IL E     -  GROSS AZ MK                              002 09 41.9
 MF1572:UTM  16      -  GROSS AZ MK                              003 02 46.5
 MF1572
 MF1572|---------------------------------------------------------------------|
 MF1572| PID    Reference Object                     Distance      Geod. Az  |
 MF1572|                                                           dddmmss.s |
 MF1572| CI7487 GROSS AZ MK                                        0013534.5 |
 MF1572| CI7488 GROSS RM 1                           24.963 METERS 00244     |
 MF1572| CI7489 GROSS RM 2                           17.545 METERS 08541     |
 MF1572| MF1592 LA MOILLE MUNICIPAL TANK            APPROX. 7.7 KM 2611319.0 |
 MF1572|---------------------------------------------------------------------|
 MF1572
 MF1572                          SUPERSEDED SURVEY CONTROL
 MF1572
 MF1572  NAD 83(1997)-  41 32 33.92408(N)    089 11 27.11539(W) AD(       ) 2
 MF1572  NAD 83(1986)-  41 32 33.92989(N)    089 11 27.12084(W) AD(       ) 2
 MF1572  NAD 27      -  41 32 33.81160(N)    089 11 26.81490(W) AD(       ) 2
 MF1572
 MF1572.Superseded values are not recommended for survey control.
 MF1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1572.See file dsdata.txt to determine how the superseded data were derived.
 MF1572
 MF1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1725901329(NAD 83)
 MF1572_MARKER: DS = TRIANGULATION STATION DISK
 MF1572_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MF1572
 MF1572  HISTORY     - Date     Condition        Report By
 MF1572  HISTORY     - 1954     MONUMENTED       CGS
 MF1572  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 MF1572  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF1572  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 MF1572
 MF1572                          STATION DESCRIPTION
 MF1572
 MF1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1572'STATION IS LOCATED ABOUT 5 MILES EAST OF LA MOILLE AND 4 MILES
 MF1572'WEST OF MENDOTA ALONG THE SOUTH SIDE OF U.S. HIGHWAY 34 AND
 MF1572'ON THE PROPERTY OF W.P. GROSS.  IT IS 58 FEET SOUTHWEST OF THE
 MF1572'INTERSECTION OF U.S. HIGHWAY 34 AND A GRAVEL CROSSROAD, 49
 MF1572'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 33 FEET WEST OF THE
 MF1572'CENTER OF THE GRAVEL ROAD, 17 FEET SOUTHEAST OF A 12 INCH PINE
 MF1572'TREE, 15 FEET SOUTH OF A WHITE WITNESS POST AND FENCE LINE AND
 MF1572'9 FEET WEST OF A FENCE LINE.  THE MARK IS 18 INCHES
 MF1572'UNDERGROUND AND THE DISK IS STAMPED GROSS 1954.
 MF1572'
 MF1572'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF THE CENTER OF HIGHWAY
 MF1572'34, 24 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 MF1572'EAST OF A FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE
 MF1572'DISK IS STAMPED GROSS NO 1 1954.
 MF1572'
 MF1572'REFERENCE MARK NO. 2 IS 44 FEET SOUTH OF THE CENTER OF THE
 MF1572'HIGHWAY, 24 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND
 MF1572'1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND
 MF1572'THE DISK IS STAMPED GROSS NO 2 1954.
 MF1572'
 MF1572'AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF THE GRAVEL ROAD,
 MF1572'2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 MF1572'FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MF1572'GROSS 1954.
 MF1572'
 MF1572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 MF1572'U.S. HIGHWAY 34 AND STATE HIGHWAY 92 IN MENDOTA GO WEST ON
 MF1572'HIGHWAY 34 AND 92 FOR 3.4 MILES TO THE GRAVEL CROSSROAD AND
 MF1572'THE STATION AS DESCRIBED.
 MF1572'
 MF1572'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVEL
 MF1572'ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MF1572'
 MF1572'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1572
 MF1572                          STATION RECOVERY (1996)
 MF1572
 MF1572'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1572'MARK NOT FOUND.
 MF1572
 MF1572                          STATION RECOVERY (2001)
 MF1572
 MF1572'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1572'RM 1 RECOVERED IN GOOD CONDITION. RM 2 RECOVERED IN POOR/DISTURBED
 MF1572'CONDITION. AZIMUTH MARK NOT FOUND.
 MF1572
 MF1572                          STATION RECOVERY (2005)
 MF1572
 MF1572'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1572'FOUND RM 1 IN GOOD CONDITION. RM 2 LOCATED, DISK AND PIN MISSING. AZ
 MF1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2000 ***********************************************************************
 JB2000  DESIGNATION -  GROTE
 JB2000  PID         -  JB2000
 JB2000  STATE/COUNTY-  IL/MADISON
 JB2000  USGS QUAD   -  MARINE (1991)
 JB2000
 JB2000                         *CURRENT SURVEY CONTROL
 JB2000  ___________________________________________________________________
 JB2000* NAD 83(1997)-  38 48 29.71306(N)    089 45 50.01910(W)     ADJUSTED  
 JB2000* NAVD 88     -       163.     (meters)     535.     (feet)  SCALED    
 JB2000  ___________________________________________________________________
 JB2000  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JB2000  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JB2000
 JB2000  HORZ ORDER  -  FIRST
 JB2000
 JB2000.The horizontal coordinates were established by classical geodetic methods
 JB2000.and adjusted by the National Geodetic Survey in October 1999..
 JB2000
 JB2000.The orthometric height was scaled from a topographic map.
 JB2000
 JB2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2000
 JB2000.The geoid height was determined by GEOID03.
 JB2000
 JB2000;                    North         East     Units Scale Factor Converg.
 JB2000;SPC IL W     -   237,761.131   734,982.711   MT  0.99995624   +0 15 08.7
 JB2000;SPC IL W     -   780,054.64  2,411,355.78   sFT  0.99995624   +0 15 08.7
 JB2000;UTM  16      - 4,299,127.994   260,004.774   MT  1.00030932   -1 43 58.8
 JB2000
 JB2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2000!SPC IL W     -   0.99997932  x   0.99995624  =   0.99993556
 JB2000!UTM  16      -   0.99997932  x   1.00030932  =   1.00028863
 JB2000
 JB2000:                Primary Azimuth Mark                     Grid Az
 JB2000:SPC IL W     -  STAUNTON CONSOL COAL 7 STK               000 14 31.5
 JB2000:UTM  16      -  STAUNTON CONSOL COAL 7 STK               002 13 39.0
 JB2000
 JB2000|---------------------------------------------------------------------|
 JB2000| PID    Reference Object                     Distance      Geod. Az  |
 JB2000|                                                           dddmmss.s |
 JB2000| KB1454 STAUNTON CONSOL COAL 7 STK          APPROX.24.5 KM 0002940.2 |
 JB2000| CI3755 GROTE AZ MK                                        0022954.5 |
 JB2000| CI3756 GROTE RM 1                           36.863 METERS 01044     |
 JB2000| JB1948 HIGHLAND RED MUNICIPAL TANK         APPROX. 8.0 KM 1291810.3 |
 JB2000| JB1960 HIGHLAND ELECTRIC CO STK            APPROX.10.1 KM 1371045.4 |
 JB2000| JB1959 HIGHLAND SCHOTT BREWING CO STK      APPROX.10.6 KM 1383121.7 |
 JB2000| JB1977 LEBANON MUNICIPAL TANK              APPROX.23.0 KM 1893612.3 |
 JB2000| CI3757 GROTE RM 2                           41.276 METERS 26057     |
 JB2000| JB2001 EDWARDSVILLE MUNICIPAL TANK         APPROX.16.3 KM 2682920.2 |
 JB2000| JB2002 EDWARDSVILLE RICHARDS CO STK        APPROX.15.8 KM 2704743.3 |
 JB2000| JB2004 EDWARDSVILLE MUNICIPAL SPIPE        APPROX.17.0 KM 2723952.7 |
 JB2000| KB1451 CONSOLIDATED COAL MINE 14 STK       APPROX.24.3 KM 3523721.2 |
 JB2000| KB1456 STAUNTON MUNICIPAL TANK             APPROX.23.7 KM 3562021.7 |
 JB2000|---------------------------------------------------------------------|
 JB2000
 JB2000                          SUPERSEDED SURVEY CONTROL
 JB2000
 JB2000  NAD 83(1986)-  38 48 29.72780(N)    089 45 50.01353(W) AD(       ) 1
 JB2000  NAD 27      -  38 48 29.55822(N)    089 45 49.67552(W) AD(       ) 1
 JB2000
 JB2000.Superseded values are not recommended for survey control.
 JB2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2000.See file dsdata.txt to determine how the superseded data were derived.
 JB2000
 JB2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6000599128(NAD 83)
 JB2000_MARKER: DS = TRIANGULATION STATION DISK
 JB2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB2000_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB2000
 JB2000  HISTORY     - Date     Condition        Report By
 JB2000  HISTORY     - 1934     MONUMENTED       CGS
 JB2000  HISTORY     - 1961     GOOD             AMS
 JB2000  HISTORY     - 1964     GOOD             ILHD
 JB2000
 JB2000                          STATION DESCRIPTION
 JB2000
 JB2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JB2000'ABOUT 1.75 MILES NORTH-NORTHEAST OF MARINE, AT CORRECTION-LINE JOG,
 JB2000'ON PROPERTY OWNED
 JB2000'BY MR GROTEFENDT, IN SOUTHEAST CORNER OF FIELD, 41
 JB2000'FEET WEST OF CENTER LINE OF
 JB2000'NORTH-SOUTH ROAD, 24 FEET WEST OF A
 JB2000'TELEPHONE POLE, 19 FEET NORTHWEST OF A
 JB2000'TRIANGULAR BLAZED 20-INCH
 JB2000'HEDGE TREE, 43 FEET NORTH OF CENTER LINE OF EAST-WEST
 JB2000'ROAD, 18 FEET
 JB2000'NORTH-NORTHWEST OF A TELEPHONE POLE, AND 12 INCHES UNDERGROUND.
 JB2000'
 JB2000'TO REACH FROM THE POST OFFICE IN MARINE, GO EAST 1 BLOCK AND TURN
 JB2000'NORTH ON
 JB2000'MAIN-TRAVELED DIRT ROAD, GO 0.5 MILE TO THE RAILROAD, JOG
 JB2000'EAST ABOUT 200 FEET AND
 JB2000'CONTINUE NORTH ACROSS RAILROAD ON MAIN
 JB2000'TRAVELED ROAD 1.0 MILE TO T-ROAD NORTH AT
 JB2000'SIGN AND ARROW ALHAMBRA 7
 JB2000'MILES, TURN NORTH AND GO 0.3 MILE TO THE CORRECTION-LINE JOG
 JB2000'AND THE STATION.
 JB2000'
 JB2000'REFERENCE MARK NO 1 IS 120.94 FEET NORTH-NORTHEAST OF STATION,
 JB2000'7 FEET SOUTH OF A
 JB2000'TELEPHONE POLE, 20 FEET WEST OF CENTER LINE OF THE
 JB2000'NORTH-SOUTH ROAD, AND
 JB2000'PROJECTS 12 INCHES.  REFERENCE MARK NO 2 IS
 JB2000'135.42 FEET WEST OF STATION, 18 FEET
 JB2000'NORTH OF CENTER LINE OF
 JB2000'EAST-WEST ROAD, 6 FEET EAST OF A TELEPHONE POLE, AND
 JB2000'PROJECTS 12
 JB2000'INCHES.  REFERENCE MARK NO 2 IS 209.88 FEET SOUTHWEST FROM REFERENCE
 JB2000'MARK NO 1.
 JB2000'
 JB2000'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTH OF STATION, 15 FEET
 JB2000'EAST OF CENTER
 JB2000'LINE OF ROAD, ON CONTINUATION OF A NORTH-SOUTH FENCE
 JB2000'LINE, 2 FEET SOUTH OF THE CORNER
 JB2000'POST, AND PROJECTS 11 INCHES.
 JB2000'
 JB2000'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 JB2000
 JB2000                          STATION RECOVERY (1961)
 JB2000
 JB2000'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 JB2000'STATION, AZIMUTH AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 JB2000'GOOD CONDITION.
 JB2000
 JB2000                          STATION RECOVERY (1964)
 JB2000
 JB2000'RECOVERY NOTE BY IL HIGHWAY DEPT 1964 (HB)
 JB2000'STATION, RM 1, RM 2 AND AZIMUTH MARK, HAVE BEEN RECOVERED IN GOOD
 JB2000'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1920 ***********************************************************************
 JB1920  DESIGNATION -  GROTTO
 JB1920  PID         -  JB1920
 JB1920  STATE/COUNTY-  IL/RANDOLPH
 JB1920  USGS QUAD   -  STEELEVILLE (1982)
 JB1920
 JB1920                         *CURRENT SURVEY CONTROL
 JB1920  ___________________________________________________________________
 JB1920* NAD 83(1997)-  38 01 34.89750(N)    089 42 00.35233(W)     ADJUSTED  
 JB1920* NAVD 88     -       158.5    (meters)     520.     (feet)  VERTCON   
 JB1920  ___________________________________________________________________
 JB1920  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 JB1920  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 JB1920
 JB1920  HORZ ORDER  -  SECOND
 JB1920
 JB1920.The horizontal coordinates were established by classical geodetic methods
 JB1920.and adjusted by the National Geodetic Survey in October 1999..
 JB1920
 JB1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1920
 JB1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1920
 JB1920.The geoid height was determined by GEOID03.
 JB1920
 JB1920;                    North         East     Units Scale Factor Converg.
 JB1920;SPC IL W     -   150,998.339   740,962.913   MT  0.99996183   +0 17 14.7
 JB1920;SPC IL W     -   495,400.38  2,430,975.82   sFT  0.99996183   +0 17 14.7
 JB1920;UTM  16      - 4,212,181.291   263,002.156   MT  1.00029183   -1 39 50.8
 JB1920
 JB1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1920!SPC IL W     -   0.99997979  x   0.99996183  =   0.99994162
 JB1920!UTM  16      -   0.99997979  x   1.00029183  =   1.00027161
 JB1920
 JB1920|---------------------------------------------------------------------|
 JB1920| PID    Reference Object                     Distance      Geod. Az  |
 JB1920|                                                           dddmmss.s |
 JB1920| CI3759 GROTTO RM 2                          20.455 METERS 18121     |
 JB1920| HB1762 BREMEN SPIRE                        APPROX. 6.7 KM 2120005.6 |
 JB1920| CI3758 GROTTO RM 1                          16.282 METERS 35942     |
 JB1920|---------------------------------------------------------------------|
 JB1920
 JB1920                          SUPERSEDED SURVEY CONTROL
 JB1920
 JB1920  NAD 83(1986)-  38 01 34.90472(N)    089 42 00.34630(W) AD(       ) 2
 JB1920  NAD 27      -  38 01 34.72714(N)    089 41 59.98278(W) AD(       ) 2
 JB1920  NGVD 29 (07/19/86)  158.6    (m)          520.     (f) VERT ANG       
 JB1920
 JB1920.Superseded values are not recommended for survey control.
 JB1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1920.See file dsdata.txt to determine how the superseded data were derived.
 JB1920
 JB1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6300212181(NAD 83)
 JB1920_MARKER: DD = SURVEY DISK
 JB1920_SETTING: 0 = UNSPECIFIED SETTING
 JB1920
 JB1920  HISTORY     - Date     Condition        Report By
 JB1920  HISTORY     - 1969     MONUMENTED       USGS
 JB1920
 JB1920                          STATION DESCRIPTION
 JB1920
 JB1920'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1920'STATION IS LOCATED ABOUT 2.5 MI W. AND 1.5 MI N. OF STEELVILLE, IN
 JB1920'THE NW. QUARTER OF THE NW. QUARTER OF SEC. 7, T. 6 S., R. 5 W.,
 JB1920'0.95 MI N. OF THE JCT. OF STATE HWYS. 4 AND 150, 0.2 MI S. OF
 JB1920'JCT. OF GRAVEL RD. WITH STATE HWY. 4 AND IN THE RIGHT-OF-WAY OF
 JB1920'STATE HWY. 4.
 JB1920'
 JB1920'TO REACH THE STATION FROM THE POST OFFICE IN STEELVILLE, DRIVE
 JB1920'W. ON STATE HWY. 150 FOR 2.15 MI TO JCT. WITH STATE HWY. 4, TURN
 JB1920'RIGHT AND DRIVE N. ON STATE HWY. 4 FOR 0.95 MI TO STATION ON THE
 JB1920'LEFT.
 JB1920'
 JB1920'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED GROTTO
 JB1920'1969 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 JB1920'WITH THE GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JB1920'
 JB1920'STATION MARK IS 326 FT S. OF JCT. OF A DRIVE E. TO A FARMHOUSE,
 JB1920'33.6 FT W. OF CENTER OF HWY. 4, 8.5 FT SSE. OF A POWER LINE POLE AND
 JB1920'1.5 FT E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 JB1920'
 JB1920'REFERENCE MARK 1 IS 53.42 FT (16.282 M.) N. OF STATION, 34.3 FT
 JB1920'W. OF THE CENTER OF HWY., 45.6 FT N. OF A POWER LINE POLE AND 1 FT
 JB1920'E. OF RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 JB1920'
 JB1920'REFERENCE MARK 2 IS 67.11 FT (20.455 M.) S. OF STATION, 34.4 FT
 JB1920'W. OF CENTER OF HWY., 258 FT N. OF A FENCE COR. AND 1 FT E. OF
 JB1920'RIGHT-OF-WAY FENCE AND A METAL WITNESS POST.
 JB1920'
 JB1920'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0723 ***********************************************************************
 JB0723  DESIGNATION -  GROVE
 JB0723  PID         -  JB0723
 JB0723  STATE/COUNTY-  IL/FAYETTE
 JB0723  USGS QUAD   -  KINMUNDY (1985)
 JB0723
 JB0723                         *CURRENT SURVEY CONTROL
 JB0723  ___________________________________________________________________
 JB0723* NAD 83(1997)-  38 50 49.66647(N)    088 46 27.33843(W)     ADJUSTED  
 JB0723* NAVD 88     -       175.686  (meters)     576.40   (feet)  ADJUSTED  
 JB0723  ___________________________________________________________________
 JB0723  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JB0723  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JB0723  DYNAMIC HT  -         175.576 (meters)     576.04  (feet)  COMP
 JB0723  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 JB0723
 JB0723  HORZ ORDER  -  SECOND
 JB0723  VERT ORDER  -  SECOND    CLASS 0
 JB0723
 JB0723.The horizontal coordinates were established by classical geodetic methods
 JB0723.and adjusted by the National Geodetic Survey in October 1999..
 JB0723
 JB0723.The orthometric height was determined by differential leveling
 JB0723.and adjusted by the National Geodetic Survey in June 1991..
 JB0723
 JB0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0723
 JB0723.The geoid height was determined by GEOID03.
 JB0723
 JB0723.The dynamic height is computed by dividing the NAVD 88
 JB0723.geopotential number by the normal gravity value computed on the
 JB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0723.degrees latitude (g = 980.6199 gals.).
 JB0723
 JB0723.The modeled gravity was interpolated from observed gravity values.
 JB0723
 JB0723;                    North         East     Units Scale Factor Converg.
 JB0723;SPC IL E     -   242,100.090   261,722.871   MT  0.99999303   -0 16 35.7
 JB0723;SPC IL E     -   794,290.05    858,669.12   sFT  0.99999303   -0 16 35.7
 JB0723;UTM  16      - 4,301,308.226   346,028.306   MT  0.99989193   -1 06 47.2
 JB0723
 JB0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0723!SPC IL E     -   0.99997738  x   0.99999303  =   0.99997041
 JB0723!UTM  16      -   0.99997738  x   0.99989193  =   0.99986931
 JB0723
 JB0723:                Primary Azimuth Mark                     Grid Az
 JB0723:SPC IL E     -  GROVE AZ MK                              089 57 23.7
 JB0723:UTM  16      -  GROVE AZ MK                              090 47 35.2
 JB0723
 JB0723|---------------------------------------------------------------------|
 JB0723| PID    Reference Object                     Distance      Geod. Az  |
 JB0723|                                                           dddmmss.s |
 JB0723| CI3760 GROVE AZ MK                                        0894048.0 |
 JB0723| JB1797 FARINA MUNICIPAL TANK               APPROX. 1.8 KM 1763004.0 |
 JB0723| JB0722 GROVE RM 1                           11.418 METERS 17927     |
 JB0723| JB0721 GROVE RM 2                            7.680 METERS 26806     |
 JB0723|---------------------------------------------------------------------|
 JB0723
 JB0723                          SUPERSEDED SURVEY CONTROL
 JB0723
 JB0723  NAD 83(1986)-  38 50 49.68184(N)    088 46 27.33465(W) AD(       ) 2
 JB0723  NAD 27      -  38 50 49.51450(N)    088 46 27.13840(W) AD(       ) 2
 JB0723  NGVD 29 (??/??/92)  175.787  (m)          576.73   (f) ADJ UNCH    2 0
 JB0723
 JB0723.Superseded values are not recommended for survey control.
 JB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0723.See file dsdata.txt to determine how the superseded data were derived.
 JB0723
 JB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4602801308(NAD 83)
 JB0723_MARKER: DE = TRAVERSE STATION DISK
 JB0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0723_STAMPING: GROVE 1960
 JB0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0723+STABILITY: SURFACE MOTION
 JB0723
 JB0723  HISTORY     - Date     Condition        Report By
 JB0723  HISTORY     - 1960     MONUMENTED       CGS
 JB0723  HISTORY     - 1960     GOOD             CGS
 JB0723
 JB0723                          STATION DESCRIPTION
 JB0723
 JB0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0723'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF FARINA, ABOUT 1 MILE
 JB0723'WEST OF STATE HIGHWAY 37 AND
 JB0723'ABOUT 1 MILE EAST OF STATE HIGHWAY 185.
 JB0723'
 JB0723'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 185
 JB0723'IN THE NORTH EDGE OF
 JB0723'FARINA, GO NORTHWEST ON STATE HIGHWAY 185 FOR 0.65 MILE
 JB0723'TO A CROSSROAD JUST SOUTHWEST OF
 JB0723'SCHOOL, TURN RIGHT AND GO NORTH ON
 JB0723'GRAVEL ROAD FOR 0.5 MILE TO A CROSSROAD, TURN RIGHT
 JB0723'AND GO EAST ON
 JB0723'DIRT ROAD FOR 0.25 MILE TO A FENCE CORNER AND STATION ON LEFT AS
 JB0723'DESCRIBED.
 JB0723'
 JB0723'STATION MARK, A STANDARD TRAVERSE STATION MARK DISK SET IN A 10 INCH
 JB0723'SQUARE CONCRETE POST
 JB0723'WHICH IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JB0723'GROVE 1960.  THE MARK IS 11 FEET
 JB0723'SOUTHEAST OF A DOUBLE TRUNK TREE, 6
 JB0723'FEET EAST-SOUTHEAST OF FENCE CORNER, 4.5 FEET
 JB0723'EAST-SOUTHEAST OF
 JB0723'WITNESS POST AND 20 FEET NORTH OF CENTER OF ROAD.
 JB0723'
 JB0723'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK SET IN A 10
 JB0723'INCH SQUARE CONCRETE POST
 JB0723'FLUSH WITH THE GROUND AND THE DISK IS STAMPED GROVE NO
 JB0723'1 1960.  THE MARK IS 18 FEET
 JB0723'SOUTH OF CENTER OF ROAD, 6.5 FEET EAST
 JB0723'OF FENCE CORNER AND 1 FOOT NORTH OF FENCE.
 JB0723'
 JB0723'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK SET IN A 10
 JB0723'INCH SQUARE CONCRETE POST
 JB0723'WHICH IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JB0723'GROVE NO 2 1960.  THE MARK IS
 JB0723'21.5 FEET WEST OF WITNESS POST, 20 FEET
 JB0723'WEST OF FENCE CORNER, 19 FEET NORTH OF CENTER OF
 JB0723'ROAD AND 1 FOOT
 JB0723'SOUTH OF FENCE.
 JB0723'
 JB0723'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK SET IN A 10 INCH SQUARE
 JB0723'CONCRETE POST WHICH
 JB0723'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GROVE
 JB0723'1960.  THE MARK IS 21 FEET
 JB0723'SOUTH OF CENTER OF DIRT ROAD, 1.5 FEET
 JB0723'NORTHEAST OF WITNESS POST AND 1 FOOT NORTH OF POWER POLE.
 JB0723'
 JB0723'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT ROAD FOR
 JB0723'0.35 MILE TO AZIMUTH MARK
 JB0723'ON THE RIGHT AS DESCRIBED.
 JB0723'
 JB0723'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 JB0723
 JB0723                          STATION RECOVERY (1960)
 JB0723
 JB0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0723'1.4 MI N FROM FARINA.
 JB0723'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 185 FROM ITS JUNCTION
 JB0723'WITH STATE HIGHWAY 37 IN FARINA, THENCE 0.5 MILE NORTH ALONG
 JB0723'A GRAVEL ROAD, THENCE 0.25 MILE EAST ALONG A DIRT ROAD, AT FENCE
 JB0723'CORNERS NORTH AND SOUTH OF THE ROAD, 20 FEET NORTH OF THE CENTER
 JB0723'LINE OF THE ROAD, 6 FEET EAST OF A FENCE CORNER, 11 FEET SOUTHEAST
 JB0723'OF A TWIN 10-INCH LONE CHERRY TREE, 4.5 FEET EAST-SOUTHEAST OF
 JB0723'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 JB0723'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2328 ***********************************************************************
 LB2328  DESIGNATION -  GROVE
 LB2328  PID         -  LB2328
 LB2328  STATE/COUNTY-  IL/IROQUOIS
 LB2328  USGS QUAD   -  CISSNA PARK (1986)
 LB2328
 LB2328                         *CURRENT SURVEY CONTROL
 LB2328  ___________________________________________________________________
 LB2328* NAD 83(1997)-  40 35 52.31067(N)    087 52 59.47014(W)     ADJUSTED  
 LB2328* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 LB2328  ___________________________________________________________________
 LB2328  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LB2328  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB2328
 LB2328  HORZ ORDER  -  THIRD
 LB2328
 LB2328.The horizontal coordinates were established by classical geodetic methods
 LB2328.and adjusted by the National Geodetic Survey in October 1999..
 LB2328
 LB2328.The orthometric height was scaled from a topographic map.
 LB2328
 LB2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2328
 LB2328.The geoid height was determined by GEOID03.
 LB2328
 LB2328;                    North         East     Units Scale Factor Converg.
 LB2328;SPC IL E     -   436,483.110   338,101.573   MT  0.99999286   +0 17 34.6
 LB2328;SPC IL E     - 1,432,028.34  1,109,254.91   sFT  0.99999286   +0 17 34.6
 LB2328;UTM  16      - 4,494,492.529   425,272.629   MT  0.99966873   -0 34 29.1
 LB2328
 LB2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2328!SPC IL E     -   0.99997345  x   0.99999286  =   0.99996631
 LB2328!UTM  16      -   0.99997345  x   0.99966873  =   0.99964218
 LB2328
 LB2328:                Primary Azimuth Mark                     Grid Az
 LB2328:SPC IL E     -  WOODWORTH ST PAULS LUTH CHURCH           023 26 05.9
 LB2328:UTM  16      -  WOODWORTH ST PAULS LUTH CHURCH           024 18 09.6
 LB2328
 LB2328|---------------------------------------------------------------------|
 LB2328| PID    Reference Object                     Distance      Geod. Az  |
 LB2328|                                                           dddmmss.s |
 LB2328| LB2320 WOODWORTH ST PAULS LUTH CHURCH      APPROX. 7.5 KM 0234340.5 |
 LB2328| CM3604 GROVE RM 1                           27.694 METERS 03823     |
 LB2328| CM3605 GROVE RM 2                           23.825 METERS 12954     |
 LB2328| LB2323 CISSNA PARK MUNICIPAL TANK          APPROX. 3.8 KM 1940537.8 |
 LB2328| LB2325 CISSNA PARK GRAIN COAL CO ELEV      APPROX. 3.9 KM 1972005.2 |
 LB2328| CM3603 GROVE AZ MK                                        2683954.8 |
 LB2328|---------------------------------------------------------------------|
 LB2328
 LB2328                          SUPERSEDED SURVEY CONTROL
 LB2328
 LB2328  NAD 83(1997)-  40 35 52.31101(N)    087 52 59.47151(W) AD(       ) 3
 LB2328  NAD 83(1986)-  40 35 52.31922(N)    087 52 59.47769(W) AD(       ) 3
 LB2328  NAD 27      -  40 35 52.18900(N)    087 52 59.35120(W) AD(       ) 3
 LB2328
 LB2328.Superseded values are not recommended for survey control.
 LB2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2328.See file dsdata.txt to determine how the superseded data were derived.
 LB2328
 LB2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2527394493(NAD 83)
 LB2328_MARKER: DS = TRIANGULATION STATION DISK
 LB2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2328
 LB2328  HISTORY     - Date     Condition        Report By
 LB2328  HISTORY     - 1955     MONUMENTED       CGS
 LB2328
 LB2328                          STATION DESCRIPTION
 LB2328
 LB2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2328'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF GOODWINE AND 2-1/2
 LB2328'MILES NORTH OF CISSNA PARK ON HIGHWAY RIGHT-OF-WAY.  IT IS 95 FEET
 LB2328'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 49 AND A GRAVEL SIDE
 LB2328'ROAD WEST, 24 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 5 FEET
 LB2328'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE
 LB2328'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GROVE 1955.
 LB2328'
 LB2328'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF HIGHWAY 49, 7
 LB2328'FEET SOUTH OF A POWER LINE POLE AND 1 FOOT EAST OF A FENCE.  THE
 LB2328'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED GROVE NO 1
 LB2328'1955.
 LB2328'
 LB2328'REFERENCE MARK NO. 2 IS 44 FEET WEST OF THE CENTER OF THE HIGHWAY, 7
 LB2328'FEET SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER AND 1 FOOT NORTHEAST
 LB2328'OF A FENCE CORNER.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 LB2328'IS STAMPED GROVE NO 2 1955.
 LB2328'
 LB2328'AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF A FARM LANE, 24 FEET
 LB2328'NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET EAST OF A WHITE WITNESS
 LB2328'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 LB2328'AND THE DISK IS STAMPED GROVE 1955.
 LB2328'
 LB2328'TO REACH THE STATION FROM THE DEPOT IN CISSNA PARK, GO NORTHERLY ON
 LB2328'STATE HIGHWAY 49 FOR 2.75 MILES TO A SIDE ROAD LEFT AND THE STATION
 LB2328'IN THE NORTHWEST ANGLE AS DESCRIBED.
 LB2328'
 LB2328'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL AND
 LB2328'DIRT ROAD FOR 0.65 MILE TO THE MARK ON THE RIGHT, NORTH SIDE OF DIRT
 LB2328'ROAD AS DESCRIBED.
 LB2328'
 LB2328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1520 ***********************************************************************
 NH1520  DESIGNATION -  GROVE
 NH1520  PID         -  NH1520
 NH1520  STATE/COUNTY-  IL/STEPHENSON
 NH1520  USGS QUAD   -  RIDOTT (1971)
 NH1520
 NH1520                         *CURRENT SURVEY CONTROL
 NH1520  ___________________________________________________________________
 NH1520* NAD 83(1997)-  42 16 58.55667(N)    089 24 02.35077(W)     ADJUSTED  
 NH1520* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 NH1520  ___________________________________________________________________
 NH1520  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 NH1520  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NH1520
 NH1520  HORZ ORDER  -  THIRD
 NH1520
 NH1520.The horizontal coordinates were established by classical geodetic methods
 NH1520.and adjusted by the National Geodetic Survey in October 1999..
 NH1520
 NH1520.The orthometric height was scaled from a topographic map.
 NH1520
 NH1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1520
 NH1520.The geoid height was determined by GEOID03.
 NH1520
 NH1520;                    North         East     Units Scale Factor Converg.
 NH1520;SPC IL W     -   623,791.896   763,179.369   MT  0.99999027   +0 30 55.4
 NH1520;SPC IL W     - 2,046,557.25  2,503,864.31   sFT  0.99999027   +0 30 55.4
 NH1520;UTM  16      - 4,683,981.424   302,061.192   MT  1.00008209   -1 36 56.4
 NH1520
 NH1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1520!SPC IL W     -   0.99996586  x   0.99999027  =   0.99995613
 NH1520!UTM  16      -   0.99996586  x   1.00008209  =   1.00004795
 NH1520
 NH1520|---------------------------------------------------------------------|
 NH1520| PID    Reference Object                     Distance      Geod. Az  |
 NH1520|                                                           dddmmss.s |
 NH1520| NH1521 GROVE 2                              59.855 METERS 02527     |
 NH1520| CI9689 GROVE AZ MK                                        0540910.4 |
 NH1520| CI9690 GROVE RM 1                            8.336 METERS 07021     |
 NH1520| NH1510 GERMAN VALLEY CHRIS REFORM CH       APPROX. 7.3 KM 2172037.0 |
 NH1520| CI9691 GROVE RM 2                           10.455 METERS 24742     |
 NH1520|---------------------------------------------------------------------|
 NH1520
 NH1520                          SUPERSEDED SURVEY CONTROL
 NH1520
 NH1520  NAD 83(1997)-  42 16 58.55676(N)    089 24 02.35087(W) AD(       ) 3
 NH1520  NAD 83(1997)-  42 16 58.55616(N)    089 24 02.35360(W) AD(       ) 3
 NH1520  NAD 83(1986)-  42 16 58.55491(N)    089 24 02.35462(W) AD(       ) 3
 NH1520  NAD 27      -  42 16 58.48360(N)    089 24 01.94410(W) AD(       ) 3
 NH1520
 NH1520.Superseded values are not recommended for survey control.
 NH1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1520.See file dsdata.txt to determine how the superseded data were derived.
 NH1520
 NH1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0206183981(NAD 83)
 NH1520_MARKER: DS = TRIANGULATION STATION DISK
 NH1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1520
 NH1520  HISTORY     - Date     Condition        Report By
 NH1520  HISTORY     - 1954     MONUMENTED       CGS
 NH1520  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NH1520  HISTORY     - 19960930 MARK NOT FOUND   USPSQD
 NH1520  HISTORY     - 20011210 MARK NOT FOUND   USPSQD
 NH1520
 NH1520                          STATION DESCRIPTION
 NH1520
 NH1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1520'STATION IS LOCATED ABOUT 15 MILES WEST OF ROCKFORD AND 3-1/2
 NH1520'MILES SOUTHWEST OF PECATONIA ALONG THE SOUTH SIDE OF U.S.
 NH1520'HIGHWAY 20 AND ON HIGHWAY PROPERTY.  IT IS 47 FEET SOUTHWEST
 NH1520'OF THE CENTER OF HIGHWAY 20, 17 FEET NORTHEAST OF A TELEPHONE
 NH1520'POLE, 7 FEET EAST OF A WHITE WITNESS POST AND 3 FEET NORTH
 NH1520'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1520'GROVE 1954.
 NH1520'
 NH1520'REFERENCE MARK NO. 1 IS 47 FEET SOUTHWEST OF THE CENTER
 NH1520'OF THE HIGHWAY AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS
 NH1520'FLUSH AND THE DISK IS STAMPED GROVE NO 1 1954.
 NH1520'
 NH1520'REFERENCE MARK NO. 2 IS 47 FEET SOUTHWEST OF THE CENTER
 NH1520'OF THE HIGHWAY, 17 FEET SOUTHWEST OF A TELEPHONE POLE AND 3
 NH1520'FEET NORTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE
 NH1520'DISK IS STAMPED GROVE NO 2 1954.
 NH1520'
 NH1520'AZIMUTH MARK IS 50 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 NH1520'20, 2 FEET WEST OF A WHITE WITNESS POST, 1 FOOT SOUTH OF A
 NH1520'FENCE LINE AND 1 FOOT NORTHWEST OF A TELEPHONE POLE.  THE MARK
 NH1520'PROJECTS 2 INCHES AND THE DISK IS STAMPED GROVE 1954.
 NH1520'
 NH1520'TO REACH THE STATION FROM COURTHOUSE IN ROCKFORD GO WEST
 NH1520'ON U.S. HIGHWAY 20 FOR 13.25 MILES TO THE JUNCTION OF PECATONICA
 NH1520'ROAD NORTH, CONTINUE WEST ON HIGHWAY 20 FOR 1.9 MILES TO THE
 NH1520'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON
 NH1520'HIGHWAY 20 FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NH1520'
 NH1520'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1520
 NH1520                          STATION RECOVERY (1959)
 NH1520
 NH1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 NH1520'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NH1520'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 NH1520'TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.
 NH1520'
 NH1520'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NH1520'
 NH1520'THE STATION MARK AND BOTH REFERENCE MARKS WERE DESTROYED
 NH1520'AS REQUESTED BY THE STATE OF ILLINOIS HIGHWAY DEPARTMENT
 NH1520'TO MAKE WAY FOR GRADING AND WIDENING OF U.S. HIGHWAY 20.
 NH1520'
 NH1520'GROVE 2 WAS ESTABLISHED.
 NH1520
 NH1520                          STATION RECOVERY (1996)
 NH1520
 NH1520'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1520'MARK NOT FOUND.
 NH1520
 NH1520                          STATION RECOVERY (2001)
 NH1520
 NH1520'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1520'RM 1, RM 2,   AND THE AZ MK WERE NOT FOUND. DESTROYED AT STATE OF
 NH1520'ILLINOIS ACCORDING TO COAST AND GEODETIC SURVEY TEXT 1959
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1521 ***********************************************************************
 NH1521  DESIGNATION -  GROVE 2
 NH1521  PID         -  NH1521
 NH1521  STATE/COUNTY-  IL/STEPHENSON
 NH1521  USGS QUAD   -  RIDOTT (1971)
 NH1521
 NH1521                         *CURRENT SURVEY CONTROL
 NH1521  ___________________________________________________________________
 NH1521* NAD 83(1997)-  42 17 00.30820(N)    089 24 01.22785(W)     ADJUSTED  
 NH1521* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 NH1521  ___________________________________________________________________
 NH1521  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 NH1521  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NH1521
 NH1521  HORZ ORDER  -  THIRD
 NH1521
 NH1521.The horizontal coordinates were established by classical geodetic methods
 NH1521.and adjusted by the National Geodetic Survey in October 1999..
 NH1521.No horizontal observational check was made to the station.
 NH1521
 NH1521.The orthometric height was scaled from a topographic map.
 NH1521
 NH1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1521
 NH1521.The geoid height was determined by GEOID03.
 NH1521
 NH1521;                    North         East     Units Scale Factor Converg.
 NH1521;SPC IL W     -   623,846.169   763,204.609   MT  0.99999031   +0 30 56.2
 NH1521;SPC IL W     - 2,046,735.31  2,503,947.12   sFT  0.99999031   +0 30 56.2
 NH1521;UTM  16      - 4,684,034.725   302,088.436   MT  1.00008196   -1 36 55.7
 NH1521
 NH1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1521!SPC IL W     -   0.99996586  x   0.99999031  =   0.99995617
 NH1521!UTM  16      -   0.99996586  x   1.00008196  =   1.00004782
 NH1521
 NH1521|---------------------------------------------------------------------|
 NH1521| PID    Reference Object                     Distance      Geod. Az  |
 NH1521|                                                           dddmmss.s |
 NH1521| CI9692 GROVE 2 RM 1                         17.029 METERS 05204     |
 NH1521| CI9689 GROVE AZ MK                                        0575819.6 |
 NH1521| NH1520 GROVE                                59.855 METERS 20527     |
 NH1521| CI9694 GROVE 2 RM 3                          5.508 METERS 25530     |
 NH1521| CI9693 GROVE 2 RM 2                         12.910 METERS 26920     |
 NH1521|---------------------------------------------------------------------|
 NH1521
 NH1521                          SUPERSEDED SURVEY CONTROL
 NH1521
 NH1521  NAD 83(1997)-  42 17 00.30829(N)    089 24 01.22795(W) AD(       ) 3
 NH1521  NAD 83(1997)-  42 17 00.30768(N)    089 24 01.23068(W) AD(       ) 3
 NH1521  NAD 83(1986)-  42 17 00.30642(N)    089 24 01.23170(W) AD(       ) 3
 NH1521  NAD 27      -  42 17 00.23510(N)    089 24 00.82120(W) AD(       ) 3
 NH1521
 NH1521.Superseded values are not recommended for survey control.
 NH1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1521.See file dsdata.txt to determine how the superseded data were derived.
 NH1521
 NH1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0208884035(NAD 83)
 NH1521_MARKER: DS = TRIANGULATION STATION DISK
 NH1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1521+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2001
 NH1521
 NH1521  HISTORY     - Date     Condition        Report By
 NH1521  HISTORY     - 1959     MONUMENTED       CGS
 NH1521  HISTORY     - 1969     GOOD             ILDT
 NH1521  HISTORY     - 1971     GOOD             NGS
 NH1521  HISTORY     - 1971     GOOD             NGS
 NH1521  HISTORY     - 19960930 GOOD             USPSQD
 NH1521  HISTORY     - 20011210 GOOD             USPSQD
 NH1521
 NH1521                          STATION DESCRIPTION
 NH1521
 NH1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 NH1521'THE STATION IS LOCATED ABOUT 15 MILES WEST OF ROCKFORD AND 3-1/2
 NH1521'MILES SOUTHWEST OF PECATONICA.  IT IS 114 FEET SOUTHEAST OF
 NH1521'SOUTHEAST CORNER OF BARN, 78 FEET NORTH OF THE CENTER OF U.S.
 NH1521'HIGHWAY 20, 20 FEET EAST OF FENCE CORNER, 12-1/2 FEET SOUTHWEST
 NH1521'OF A LARGE TREE AND 4 FEET SOUTH OF FENCE LINE.  THE MARK IS
 NH1521'SET FLUSH AND THE DISK IS STAMPED GROVE 2 1959.
 NH1521'
 NH1521'REFERENCE MARK NO. 1 IS 82 FEET NORTH OF THE CENTER OF U.S.
 NH1521'HIGHWAY 20, 19 FEET EAST OF A LARGE TREE, 12-1/2 FEET WEST OF
 NH1521'ANOTHER LARGE TREE AND 1 FOOT NORTH OF FENCE LINE.  THE
 NH1521'MARK IS SET FLUSH AND THE DISK IS STAMPED GROVE 2 NO 1 1959.
 NH1521'
 NH1521'REFERENCE MARK NO. 2 IS 80 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 NH1521'CORNER OF BARN, 16 FEET WEST OF A LARGE WOODEN GATE AND 1/2
 NH1521'FOOT SOUTH OF FENCE LINE.  THE MARK IS SET FLUSH AND THE DISK
 NH1521'IS STAMPED GROVE 2 NO 2 1959.
 NH1521'
 NH1521'AZIMUTH MARK IS 60 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NH1521'OF BARN, 50 FEET NORTHEAST OF CENTER OF U.S. HIGHWAY 20,
 NH1521'20 FEET EAST OF CENTER OF DRIVEWAY, 2 FEET EAST OF FENCE
 NH1521'CORNER, 2 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE
 NH1521'LINE.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED GROVE 1954.
 NH1521'
 NH1521'TO REACH THE STATION FROM THE COURTHOUSE IN ROCKFORD, GO WEST
 NH1521'ON U.S. HIGHWAY 20 FOR 13.25 MILES TO CROSSROADS (PECATONICA
 NH1521'ROAD), CONTINUE WEST ON U.S. HIGHWAY 20 FOR 2.0 MILES TO THE
 NH1521'AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE WESTERLY ON
 NH1521'U.S. HIGHWAY 20 FOR 0.25 MILE TO THE STATION ON RIGHT AS
 NH1521'DESCRIBED.
 NH1521'
 NH1521'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1521
 NH1521                          STATION RECOVERY (1969)
 NH1521
 NH1521'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 (DEW)
 NH1521'GROVE 2 1959-GOOD DESCRIPTION ADEQUATE
 NH1521'
 NH1521'GROVE 2 NO 1 1959-GOOD DESCRIPTION ADEQUATE
 NH1521'
 NH1521'GROVE 2 NO 2 1959-GOOD DESCRIPTION ADEQUATE
 NH1521'
 NH1521'GROVE 1954-GOOD DESCRIPTION ADEQUATE
 NH1521
 NH1521                          STATION RECOVERY (1971)
 NH1521
 NH1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LS)
 NH1521'GROVE 2-GOOD
 NH1521'
 NH1521'STATION AND AZIMUTH MK-RECOVERED.  NO SEARCH MADE FOR R.M. 1
 NH1521'OR R.M. 2
 NH1521
 NH1521                          STATION RECOVERY (1971)
 NH1521
 NH1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NH1521'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 NH1521'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND
 NH1521'AND ASSUMED TO HAVE BEEN DESTROYED SINCE AREA OF MARK
 NH1521'SITE IS NOW A CONCRETE FEED PEN FLOOR.  THE DISTANCE TO REFERENCE
 NH1521'MARK 1 FOUND TO BE SHORTER BY 0.05 OF A FOOT AND THE DIRECTION
 NH1521'CHECKED.  A NEW DESCRIPTION FOLLOWS--REFERENCE MARK 3 SET.
 NH1521'
 NH1521'THE STATION IS LOCATED ABOUT 15 MILES WEST OF ROCKFORD,
 NH1521'78 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE
 NH1521'OF U.S. HIGHWAY 20, 1 FOOT SOUTH OF A METAL WITNESS POST,
 NH1521'4 FEET SOUTH OF FENCE, 5 FEET SOUTHWEST OF THE SOUTHEAST
 NH1521'CORNER OF CONCRETE FLOOR OF FEED LOT AND 114 FEET SOUTHEAST
 NH1521'OF THE SOUTHEAST CORNER OF A BARN.  THE MONUMENT IS FLUSH AND
 NH1521'THE DISK IS STAMPED GROVE 2 1959.
 NH1521'
 NH1521'TO REACH THE STATION FROM THE COURTHOUSE IN ROCKFORD, GO WEST
 NH1521'ON HIGHWAY 20 FOR 13.25 MILES TO PECATONICA ROAD.  CONTINUE
 NH1521'WEST ON THE HIGHWAY FOR 2.0 MILES TO THE AZIMUTH MARK ON
 NH1521'THE RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.25 MILE TO
 NH1521'THE STATION ON THE RIGHT.
 NH1521'
 NH1521'REFERENCE MARK 1 IS 87 FEET NORTH OF THE CENTERLINE OF THE
 NH1521'WEST BOUND LANE OF THE HIGHWAY, 1 FOOT NORTH OF FENCE AND 53
 NH1521'FEET EAST OF THE SOUTHEAST CORNER OF THE FEED LOT.  THE MONUMENT
 NH1521'PROJECTS 2 INCHES AND THE DISK IS STAMPED GROVE 2 NO 2
 NH1521'1959.
 NH1521'
 NH1521'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GROVE 2 1959 NO 3
 NH1521'1971, SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE FEED
 NH1521'LOT, 82 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE
 NH1521'OF THE HIGHWAY, 21 FEET WEST OF THE SOUTHEAST CORNER OF THE
 NH1521'FEED LOT, 1 FOOT NORTH OF FENCE AND 6 INCHES NORTH OF THE SOUTH
 NH1521'EDGE OF THE FLOOR.
 NH1521'
 NH1521'THE AZIMUTH MARK IS 50 FEET NORTHEAST OF THE CENTERLINE OF
 NH1521'THE WEST BOUND LANE OF THE HIGHWAY, 2 FEET EAST OF FENCE CORNER,
 NH1521'1 FOOT SOUTH OF DRIVEWAY, 18 FEET EAST OF THE CENTERLINE OF A
 NH1521'DRIVEWAY AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 NH1521'PROJECTS 2 INCHES AND THE DISK IS STAMPED GROVE 1954.
 NH1521'
 NH1521'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1521'
 NH1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 NH1521'MILES SOUTHWEST OF PECATONICA
 NH1521
 NH1521                          STATION RECOVERY (1996)
 NH1521
 NH1521'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1521'RECOVERED IN GOOD CONDITION.
 NH1521
 NH1521                          STATION RECOVERY (2001)
 NH1521
 NH1521'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1521'RM 1, RM 2,RM 3  AND THE AZ MK WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0722 ***********************************************************************
 JB0722  DESIGNATION -  GROVE RM 1
 JB0722  PID         -  JB0722
 JB0722  STATE/COUNTY-  IL/FAYETTE
 JB0722  USGS QUAD   -  KINMUNDY (1985)
 JB0722
 JB0722                         *CURRENT SURVEY CONTROL
 JB0722  ___________________________________________________________________
 JB0722* NAD 83(1986)-  38 50 49.     (N)    088 46 27.     (W)     SCALED    
 JB0722* NAVD 88     -       175.661  (meters)     576.31   (feet)  ADJUSTED  
 JB0722  ___________________________________________________________________
 JB0722  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JB0722  DYNAMIC HT  -         175.551 (meters)     575.95  (feet)  COMP
 JB0722  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 JB0722
 JB0722  VERT ORDER  -  SECOND    CLASS 0
 JB0722
 JB0722.The horizontal coordinates were scaled from a topographic map and have
 JB0722.an estimated accuracy of +/- 6 seconds.
 JB0722
 JB0722.The orthometric height was determined by differential leveling
 JB0722.and adjusted by the National Geodetic Survey in June 1991..
 JB0722
 JB0722.The geoid height was determined by GEOID03.
 JB0722
 JB0722.The dynamic height is computed by dividing the NAVD 88
 JB0722.geopotential number by the normal gravity value computed on the
 JB0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0722.degrees latitude (g = 980.6199 gals.).
 JB0722
 JB0722.The modeled gravity was interpolated from observed gravity values.
 JB0722
 JB0722;                    North         East    Units  Estimated Accuracy
 JB0722;SPC IL E     -   242,080.      261,730.      MT  (+/- 180 meters Scaled)
 JB0722
 JB0722                          SUPERSEDED SURVEY CONTROL
 JB0722
 JB0722  NGVD 29 (??/??/92)  175.762  (m)          576.65   (f) ADJ UNCH    2 0
 JB0722
 JB0722.Superseded values are not recommended for survey control.
 JB0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0722.See file dsdata.txt to determine how the superseded data were derived.
 JB0722
 JB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ460012(NAD 83)
 JB0722_MARKER: DR = REFERENCE MARK DISK
 JB0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0722_STAMPING: GROVE NO 1 1960
 JB0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0722+STABILITY: SURFACE MOTION
 JB0722
 JB0722  HISTORY     - Date     Condition        Report By
 JB0722  HISTORY     - 1960     MONUMENTED       CGS
 JB0722
 JB0722                          STATION DESCRIPTION
 JB0722
 JB0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0722'1.4 MI N FROM FARINA.
 JB0722'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 185 FROM ITS JUNCTION
 JB0722'WITH STATE HIGHWAY 37 IN FARINA, THENCE 0.5 MILE NORTH ALONG
 JB0722'A GRAVEL ROAD, THENCE 0.25 MILE EAST ALONG A DIRT ROAD, AT FENCE
 JB0722'CORNERS NORTH AND SOUTH OF THE ROAD, 17 1/2 FEET SOUTH OF THE
 JB0722'CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 6 1/2 FEET
 JB0722'EAST OF A FENCE CORNER, 32.5 FEET SOUTH OF TRAVERSE STATION
 JB0722'GROVE, 39.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JB0722'THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JB0722'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0721 ***********************************************************************
 JB0721  DESIGNATION -  GROVE RM 2
 JB0721  PID         -  JB0721
 JB0721  STATE/COUNTY-  IL/FAYETTE
 JB0721  USGS QUAD   -  KINMUNDY (1985)
 JB0721
 JB0721                         *CURRENT SURVEY CONTROL
 JB0721  ___________________________________________________________________
 JB0721* NAD 83(1986)-  38 50 49.     (N)    088 46 27.     (W)     SCALED    
 JB0721* NAVD 88     -       175.693  (meters)     576.42   (feet)  ADJUSTED  
 JB0721  ___________________________________________________________________
 JB0721  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JB0721  DYNAMIC HT  -         175.583 (meters)     576.06  (feet)  COMP
 JB0721  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 JB0721
 JB0721  VERT ORDER  -  SECOND    CLASS 0
 JB0721
 JB0721.The horizontal coordinates were scaled from a topographic map and have
 JB0721.an estimated accuracy of +/- 6 seconds.
 JB0721
 JB0721.The orthometric height was determined by differential leveling
 JB0721.and adjusted by the National Geodetic Survey in June 1991..
 JB0721
 JB0721.The geoid height was determined by GEOID03.
 JB0721
 JB0721.The dynamic height is computed by dividing the NAVD 88
 JB0721.geopotential number by the normal gravity value computed on the
 JB0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0721.degrees latitude (g = 980.6199 gals.).
 JB0721
 JB0721.The modeled gravity was interpolated from observed gravity values.
 JB0721
 JB0721;                    North         East    Units  Estimated Accuracy
 JB0721;SPC IL E     -   242,080.      261,730.      MT  (+/- 180 meters Scaled)
 JB0721
 JB0721                          SUPERSEDED SURVEY CONTROL
 JB0721
 JB0721  NGVD 29 (??/??/92)  175.794  (m)          576.75   (f) ADJ UNCH    2 0
 JB0721
 JB0721.Superseded values are not recommended for survey control.
 JB0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0721.See file dsdata.txt to determine how the superseded data were derived.
 JB0721
 JB0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ460012(NAD 83)
 JB0721_MARKER: DR = REFERENCE MARK DISK
 JB0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0721_STAMPING: GROVE NO 2 1960
 JB0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0721+STABILITY: SURFACE MOTION
 JB0721
 JB0721  HISTORY     - Date     Condition        Report By
 JB0721  HISTORY     - 1960     MONUMENTED       CGS
 JB0721
 JB0721                          STATION DESCRIPTION
 JB0721
 JB0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0721'1.2 MI N FROM FARINA.
 JB0721'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 185 FROM ITS JUNCTION
 JB0721'WITH STATE HIGHWAY 37 IN FARINA, THENCE 0.5 MILE NORTH ALONG
 JB0721'A GRAVEL ROAD, THENCE 0.25 MILE EAST ALONG A DIRT ROAD, AT FENCE
 JB0721'CORNERS NORTH AND SOUTH OF THE ROAD, 20 1/2 FEET NORTH OF THE
 JB0721'CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 20 FEET WEST
 JB0721'OF A FENCE CORNER, 21 FEET WEST-SOUTHWEST OF A TWIN 10-INCH
 JB0721'LONE CHERRY TREE, 25.2 FEET WEST OF TRAVERSE STATION GROVE, ABOUT
 JB0721'LEVEL WITH THE ROAD, 21.4 FEET WEST OF A METAL WITNESS POST AND
 JB0721'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1709 ***********************************************************************
 JB1709  DESIGNATION -  GROVER
 JB1709  PID         -  JB1709
 JB1709  STATE/COUNTY-  IL/WAYNE
 JB1709  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB1709
 JB1709                         *CURRENT SURVEY CONTROL
 JB1709  ___________________________________________________________________
 JB1709* NAD 83(1997)-  38 21 13.16138(N)    088 21 31.81618(W)     ADJUSTED  
 JB1709* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 JB1709  ___________________________________________________________________
 JB1709  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JB1709  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JB1709
 JB1709  HORZ ORDER  -  SECOND
 JB1709
 JB1709.The horizontal coordinates were established by classical geodetic methods
 JB1709.and adjusted by the National Geodetic Survey in October 1999..
 JB1709
 JB1709.The orthometric height was scaled from a topographic map.
 JB1709
 JB1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1709
 JB1709.The geoid height was determined by GEOID03.
 JB1709
 JB1709;                    North         East     Units Scale Factor Converg.
 JB1709;SPC IL E     -   187,229.927   297,770.734   MT  0.99997506   -0 00 57.0
 JB1709;SPC IL E     -   614,270.19    976,936.15   sFT  0.99997506   -0 00 57.0
 JB1709;UTM  16      - 4,245,928.784   381,270.292   MT  0.99977360   -0 50 35.8
 JB1709
 JB1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1709!SPC IL E     -   0.99998097  x   0.99997506  =   0.99995603
 JB1709!UTM  16      -   0.99998097  x   0.99977360  =   0.99975457
 JB1709
 JB1709:                Primary Azimuth Mark                     Grid Az
 JB1709:SPC IL E     -  FAIRFIELD WAYNE CO CTHSE                 002 35 19.8
 JB1709:UTM  16      -  FAIRFIELD WAYNE CO CTHSE                 003 24 58.6
 JB1709
 JB1709|---------------------------------------------------------------------|
 JB1709| PID    Reference Object                     Distance      Geod. Az  |
 JB1709|                                                           dddmmss.s |
 JB1709| JB1707 FAIRFIELD WAYNE CO CTHSE            APPROX. 2.9 KM 0023422.8 |
 JB1709| CI3761 GROVER AZ MK                                       0042154.4 |
 JB1709| JB1703 FAIRFIELD RAD STA WFIW MAST         APPROX. 4.1 KM 0442721.0 |
 JB1709| JB1708 FAIRFIELD RAD STA KSD 733 MAST       22.920 METERS 18337     |
 JB1709| CI3763 GROVER RM 2                          28.457 METERS 25847     |
 JB1709| JB1714 AIRPORT BEACON FAIRFIELD APT        APPROX. 5.2 KM 3063717.4 |
 JB1709| JB1716 FAIRFIELD RAD STA KSA 238 MAST      APPROX. 3.6 KM 3245139.7 |
 JB1709| JB1711 FAIRFIELD AIRTEX CO WATER TANK      APPROX. 2.5 KM 3380626.0 |
 JB1709| JB1701 FAIRFIELD CITY STACK                APPROX. 3.1 KM 3470716.7 |
 JB1709| JB1705 FAIRFIELD WEST MUNICIPAL TANK       APPROX. 3.1 KM 3475209.9 |
 JB1709| JB1706 FAIRFIELD EAST MUNICIPAL TANK       APPROX. 3.0 KM 3483537.8 |
 JB1709| CI3762 GROVER RM 1                          24.742 METERS 35812     |
 JB1709|---------------------------------------------------------------------|
 JB1709
 JB1709                          SUPERSEDED SURVEY CONTROL
 JB1709
 JB1709  NAD 83(1997)-  38 21 13.16706(N)    088 21 31.81485(W) AD(       ) 2
 JB1709  NAD 83(1997)-  38 21 13.17323(N)    088 21 31.81519(W) AD(       ) 2
 JB1709  NAD 83(1986)-  38 21 13.17450(N)    088 21 31.81572(W) AD(       ) 2
 JB1709  NAD 27      -  38 21 13.00164(N)    088 21 31.64675(W) AD(       ) 2
 JB1709
 JB1709.Superseded values are not recommended for survey control.
 JB1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1709.See file dsdata.txt to determine how the superseded data were derived.
 JB1709
 JB1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8127045929(NAD 83)
 JB1709_MARKER: DS = TRIANGULATION STATION DISK
 JB1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1709
 JB1709  HISTORY     - Date     Condition        Report By
 JB1709  HISTORY     - 1961     MONUMENTED       CGS
 JB1709  HISTORY     - 1970     GOOD             ILHD
 JB1709  HISTORY     - 1970     GOOD             NGS
 JB1709
 JB1709                          STATION DESCRIPTION
 JB1709
 JB1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1709'THE STATION IS ABOUT 2 MILES SOUTH OF FAIRFIELD, IN GROVER TOWNSHIP,
 JB1709'IN THE NORTHEAST .25 OF
 JB1709'SEC 18, T 2 S, R 8 E, AND ON THE PROPERTY OF MR
 JB1709'HARROLD BROWN.  IT IS 4 FEET
 JB1709'NORTHWEST OF A WITNESS POST, 64 FEET
 JB1709'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND
 JB1709'69 FEET SOUTHEAST OF A
 JB1709'POWER POLE WITH A TRANSFORMER.  THE MONUMENT PROJECTS 1 INCH AND
 JB1709'THE DISK IS STAMPED GROVER 1961.
 JB1709'
 JB1709'TO REACH FROM THE JUNCTION OF U S HIGHWAY 45 AND STATE HIGHWAY 15
 JB1709'(WEST DELEWARE AND
 JB1709'SOUTH FIRST STREETS) IN FAIRFIELD, GO SOUTH ON US
 JB1709'HIGHWAY 45 (SOUTH FIRST STREET)
 JB1709'FOR 1.25 MILES TO A SIDE ROAD LEFT.*
 JB1709'CONTINUE SOUTH OF HIGHWAY 45 FOR 0.45 MILE TO A
 JB1709'CROSSROAD.  TURN LEFT
 JB1709'AND GO EAST ON A GRAVELED ROAD ALONG THE SOUTH SIDE OF A LARGE
 JB1709'CEMETERY FOR
 JB1709'0.1 MILE TO THE STATION ON THE RIGHT.
 JB1709'
 JB1709'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON A GRAVELED
 JB1709'ROAD FOR 0.1 MILE TO THE
 JB1709'AZIMUTH MARK ON THE LEFT.  ON THE PROPERTY OF MR JESSIE
 JB1709'TULLIS.
 JB1709'
 JB1709'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A WIRE FENCE, 18 FEET NORTH OF
 JB1709'THE CENTERLINE OF
 JB1709'THE GRAVELED ROAD, AND 33 FEET EAST OF THE CENTERLINE
 JB1709'OF THE CEMETERY ENTRANCE.  THE
 JB1709'MONUMENT IS FLUSH AND THE DISK IS
 JB1709'STAMPED GROVER NO 1 1961.
 JB1709'
 JB1709'REFERENCE MARK 2 IS 63 FEET SOUTHWEST OF THE POWER POLE, 75 FEET
 JB1709'SOUTH OF THE CENTERLINE OF
 JB1709'THE GRAVELED ROAD, AND 96 FEET WEST OF THE WITNESS
 JB1709'POST.  THE MONUMENT IS FLUSH AND
 JB1709'THE DISK IS STAMPED GROVER NO 2 1961.
 JB1709'
 JB1709'THE AZIMUTH MARK IS 2 FEET WEST OF A WITNESS POST, 3 FEET WEST OF A
 JB1709'FENCE CORNER, 15 FEET
 JB1709'NORTH OF THE CENTERLINE OF A GRAVELED ROAD, AND 49
 JB1709'FEET NORHTWEST OF A POWER POLE.
 JB1709'THE MONUMENT IS FLUSH AND THE DISK
 JB1709'IS STAMPED GROVER 1961.
 JB1709'
 JB1709'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1709
 JB1709                          STATION RECOVERY (1970)
 JB1709
 JB1709'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 JB1709'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING-
 JB1709'ORIGINIAL WITNESS POST HAS BEEN REMOVED AT THE STATION.
 JB1709'FENCE 1 FT. NORTH OF RM 1 HAS BEEN REMOVED.
 JB1709
 JB1709                          STATION RECOVERY (1970)
 JB1709
 JB1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JB1709'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 JB1709'REFERENCE MARK 2
 JB1709'WAS REPORTED AS NOT FOUND BUT WAS FOUND IN ITS
 JB1709'ORIGINAL POSITION.  THE AZIMUTH
 JB1709'MARK WAS FOUND TO BE OBSTRUCTED TO
 JB1709'THE STATION BY SMALL TREES AND NO EFFORT WAS MADE
 JB1709'TO CLEAR THE LINE.
 JB1709'THE DIRECTION TO THE REFERENCE MARKS CHECKED.  THE DISTANCE TO
 JB1709'REFERENCE MARK 1
 JB1709'CHECKED BUT THE DISTANCE TO REFERENCE MARK 2 WAS
 JB1709'FOUND TO BE 0.08 OF A FOOT LONGER
 JB1709'THAN THE PREVIOUS MEASUREMENT.  A
 JB1709'NEW DESCRIPTION FOLLOWS- THE RADIO TOWER AT THE
 JB1709'STATION SITE HAS BEEN TORN DOWN.
 JB1709'
 JB1709'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF FAIRFIELD, IN GROVER
 JB1709'TOWNSHIP, IN THE
 JB1709'NORTHEAST .25 OF SEC 18, T-2-S, R-8-E, ON THE
 JB1709'PROPERTY OF MR BOB REDFERN, 105
 JB1709'FEET EAST OF THE NORTHEAST CORNER OF
 JB1709'A METAL BUILDING, 40 FEET EAST OF A FENCE, 55 FEET
 JB1709'SOUTHEAST OF A
 JB1709'FENCE CORNER, 62 FEET SOUTH OF THE CENTERLINE OF GRAVELED ROAD, 38
 JB1709'FEET SOUTH OF
 JB1709'FENCE AND 4 FEET SOUTH OF A METAL WITNESS POST.  THE
 JB1709'MONUMENT PROJECTS 3 INCHES AND
 JB1709'THE DISK IS STAMPED GROVER 1961.
 JB1709'
 JB1709'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 45 AND STATE
 JB1709'HIGHWAY 15(WEST
 JB1709'DELAWARE AND SOUTH FIRST STREETS) IN FAIRFIELD, GO
 JB1709'SOUTH ON HIGHWAY 45)SOUTH FIRST
 JB1709'STREET) FOR 1.25 MILES TO A SIDE ROAD
 JB1709'LEFT.  CONTINUE SOUTH ON THE ROAD FOR 0.45 MILES
 JB1709'TO A CROSSROAD.
 JB1709'TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 0.1 MILE ALONG SOUTH
 JB1709'SIDE OF CEMETERY
 JB1709'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 JB1709'
 JB1709'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON ROAD FOR 0.1
 JB1709'MILE TO THE MARK ON THE LEFT.
 JB1709'ON THE LEFT.
 JB1709'
 JB1709'REFERENCE MARK 1 IS 7 FEET SOUTH OF A TOMBSTONE KOONTZ, 19 FEET NORTH
 JB1709'OF THE CENTERLINE
 JB1709'OF THE ROAD AND 34 FEET EAST OF THE CENTERLINE OF
 JB1709'CEMETERY DRIVE.  THE MONUMENT IS
 JB1709'FLUSH AND THE DISK IS STAMPED GROVER NO 1 1961.
 JB1709'
 JB1709'REFERENCE MARK 2 IS 13 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JB1709'BUILDING, 25 FEET
 JB1709'NORTHEAST OF THE SOUTHEAST CORNER OF BUILDING, 52
 JB1709'FEET WEST OF A FENCE AND 54 FEET
 JB1709'SOUTH OF A GATE.  THE MONUMENT IS
 JB1709'FLUSH AND THE DISK IS STAMPED GROVER NO 2 1961.
 JB1709'
 JB1709'THE AZIMUTH MARK IS 2 FEET WEST OF A METAL WITNESS POST, 15 FEET
 JB1709'NORTH OF THE
 JB1709'CENTERLINE OF THE ROAD AND 49 FEET NORTHWEST OF A POWER
 JB1709'POLE.  THE MONUMENT IS FLUSH
 JB1709'AND THE DISK IS STAMPED GROVER 1961.
 JB1709'
 JB1709'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0639 ***********************************************************************
 NH0639  DESIGNATION -  GRUNDY
 NH0639  PID         -  NH0639
 NH0639  STATE/COUNTY-  IL/OGLE
 NH0639  USGS QUAD   -  KINGS (1993)
 NH0639
 NH0639                         *CURRENT SURVEY CONTROL
 NH0639  ___________________________________________________________________
 NH0639* NAD 83(1997)-  42 01 14.75014(N)    089 06 17.47091(W)     ADJUSTED  
 NH0639* NAVD 88     -       267.936  (meters)     879.05   (feet)  ADJUSTED  
 NH0639  ___________________________________________________________________
 NH0639  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 NH0639  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NH0639  DYNAMIC HT  -         267.845 (meters)     878.75  (feet)  COMP
 NH0639  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 NH0639
 NH0639  HORZ ORDER  -  SECOND
 NH0639  VERT ORDER  -  FIRST     CLASS I
 NH0639
 NH0639.The horizontal coordinates were established by classical geodetic methods
 NH0639.and adjusted by the National Geodetic Survey in October 1999..
 NH0639
 NH0639.The orthometric height was determined by differential leveling
 NH0639.and adjusted by the National Geodetic Survey in June 1991..
 NH0639
 NH0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0639
 NH0639.The geoid height was determined by GEOID03.
 NH0639
 NH0639.The dynamic height is computed by dividing the NAVD 88
 NH0639.geopotential number by the normal gravity value computed on the
 NH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0639.degrees latitude (g = 980.6199 gals.).
 NH0639
 NH0639.The modeled gravity was interpolated from observed gravity values.
 NH0639
 NH0639;                    North         East     Units Scale Factor Converg.
 NH0639;SPC IL W     -   594,934.260   787,938.823   MT  1.00003630   +0 42 39.0
 NH0639;SPC IL W     - 1,951,880.15  2,585,095.96   sFT  1.00003630   +0 42 39.0
 NH0639;SPC IL E     -   594,696.870   236,101.183   MT  1.00002522   -0 30 59.3
 NH0639;SPC IL E     - 1,951,101.31    774,608.63   sFT  1.00002522   -0 30 59.3
 NH0639;UTM  16      - 4,654,224.869   325,733.619   MT  0.99997369   -1 24 33.6
 NH0639
 NH0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0639!SPC IL W     -   0.99996315  x   1.00003630  =   0.99999945
 NH0639!SPC IL E     -   0.99996315  x   1.00002522  =   0.99998837
 NH0639!UTM  16      -   0.99996315  x   0.99997369  =   0.99993684
 NH0639
 NH0639:                Primary Azimuth Mark                     Grid Az
 NH0639:SPC IL W     -  GREEN                                    025 21 44.3
 NH0639:SPC IL E     -  GREEN                                    026 35 22.6
 NH0639:UTM  16      -  GREEN                                    027 28 56.9
 NH0639
 NH0639|---------------------------------------------------------------------|
 NH0639| PID    Reference Object                     Distance      Geod. Az  |
 NH0639|                                                           dddmmss.s |
 NH0639| NH0635 GREEN                               APPROX. 1.8 KM 0260423.3 |
 NH0639| NH0640 GRUNDY RM                            13.850 METERS 26157     |
 NH0639|---------------------------------------------------------------------|
 NH0639
 NH0639                          SUPERSEDED SURVEY CONTROL
 NH0639
 NH0639  NAD 83(1997)-  42 01 14.75073(N)    089 06 17.47304(W) AD(       ) 2
 NH0639  NAD 83(1986)-  42 01 14.74680(N)    089 06 17.46931(W) AD(       ) 2
 NH0639  NAD 27      -  42 01 14.64880(N)    089 06 17.12270(W) AD(       ) 2
 NH0639  NGVD 29 (??/??/92)  267.971  (m)          879.17   (f) ADJ UNCH    1 1
 NH0639
 NH0639.Superseded values are not recommended for survey control.
 NH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0639.See file dsdata.txt to determine how the superseded data were derived.
 NH0639
 NH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2573454225(NAD 83)
 NH0639_MARKER: DS = TRIANGULATION STATION DISK
 NH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0639_STAMPING: GRUNDY 879.178 1920
 NH0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0639+STABILITY: SURFACE MOTION
 NH0639
 NH0639  HISTORY     - Date     Condition        Report By
 NH0639  HISTORY     - 1920     MONUMENTED       CGS
 NH0639  HISTORY     - 1954     GOOD             CGS
 NH0639  HISTORY     - 1969     GOOD             CGS
 NH0639  HISTORY     - 1969     GOOD             NGS
 NH0639  HISTORY     - 1972     GOOD             ILDT
 NH0639  HISTORY     - 19960514 MARK NOT FOUND   USPSQD
 NH0639  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0639  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0639
 NH0639                          STATION DESCRIPTION
 NH0639
 NH0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0639'STATION IS ABOUT 3 MILES S OF HOLCOMB, ON THE W SIDE OF THE
 NH0639'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 6 YARDS S OF
 NH0639'A ROAD CROSSING, 160 YARDS SW OF R.G. MILLERS RESIDENCE,
 NH0639'AND 4.10 METERS (13.45 FEET) W OF THE W AND NEAREST RAIL.
 NH0639'THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 NH0639'BRONZE DISKS SET IN CONCRETE.
 NH0639'THE REFERENCE MARK IS ON THE SAME SIDE OF
 NH0639'THE TRACK, NEAR THE FENCE LINE, 13.85 METERS (45.44 FEET)
 NH0639'FROM THE STATION, S 81 DEG 57 MIN W.
 NH0639
 NH0639                          STATION RECOVERY (1954)
 NH0639
 NH0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0639'STATION RECOVERED IN GOOD CONDITION, DISTANCE TO REFERENCE
 NH0639'MARK CHECKED.  THE FOLLOWING ADDITION WILL FACILITATE RECOVERY,
 NH0639'OTHERWISE THE 1920 DESCRIPTION IS ADEQUATE.
 NH0639'
 NH0639'TO REACH FROM THE RAILROAD CROSSING IN KINGS, GO W ON STATE
 NH0639'HIGHWAY 64 FOR 0.4 MI. TO A CROSSROAD, TURN RIGHT AND GO N ON
 NH0639'A BLACK-TOP ROAD FOR 1.0 MI. TO A CROSSROAD AT A CHURCH AND
 NH0639'CEMETERY, TURN RIGHT AND GO E FOR 0.5 MI. TO A RAILROAD
 NH0639'CROSSING AND THE STATION AT THE RIGHT ON THE W SIDE OF THE
 NH0639'TRACKS.
 NH0639
 NH0639                          STATION RECOVERY (1969)
 NH0639
 NH0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 NH0639'THE STATION MARK, STAMPED GRUNDY 879.178 1920 IS ABOUT 1.0
 NH0639'MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NH0639'FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, 0.1 MILE NORTH
 NH0639'OF MILEPOST 6, 31 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 NH0639'OF THE RAILROAD AND A GRAVELED ROAD WHICH IS MOWERS ROAD,
 NH0639'13-1/2 FEET WEST OF THE WEST RAIL, 27-1/2 FEET SOUTH OF THE
 NH0639'CENTER LINE OF THE ROAD, 8-1/2 FEET SOUTHEAST OF A CONCRETE
 NH0639'RAILROAD CROSSING SIGN, ABOUT 2-1/2 FEET ABOVE THE LEVEL OF
 NH0639'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 NH0639'LEVEL WITH THE SURFACE OF THE GROUND.
 NH0639'
 NH0639'THE R.M., STAMPED GRUNDY 877.961 1920 IS 45.44 FEET WEST OF
 NH0639'THE STATION MARK, 69 FEET SOUTHWEST OF THE CENTER OF A CROSSING
 NH0639'OF THE RAILROAD AND A GRAVELED ROAD WHICH IS MOWERS ROAD,
 NH0639'59 FEET WEST OF THE WEST RAIL, 33 FEET SOUTH OF THE CENTER
 NH0639'LINE OF THE ROAD, 66-1/2 FEET SOUTH AND ACROSS THE ROAD FROM
 NH0639'A POWER POLE, 45-1/2 FEET SOUTHWEST OF A CONCRETE RAILROAD
 NH0639'CROSSING SIGN, 3-1/2 FEET NORTHEAST OF A CONCRETE CORNER
 NH0639'FENCE POST, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 NH0639'3 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT LEVEL WITH THE
 NH0639'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 NH0639'WITH THE SURFACE OF THE GROUND.
 NH0639'
 NH0639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE
 NH0639'NORTH
 NH0639
 NH0639                          STATION RECOVERY (1969)
 NH0639
 NH0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0639'1 MI N FROM KINGS.
 NH0639'ABOUT 1.0 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0639'RAILROAD FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, 0.1 MILE
 NH0639'NORTH OF MILEPOST 6, 31 FEET SOUTHWEST OF THE CENTER OF THE
 NH0639'CROSSING OF THE RAILROAD AND A GRAVELED ROAD WHICH IS MOWERS
 NH0639'ROAD, 13 1/2 FEET WEST OF THE WEST RAIL, 27 1/2 FEET SOUTH OF
 NH0639'THE CENTER LINE OF THE ROAD, 8 1/2 FEET SOUTHEAST OF A CONCRETE
 NH0639'RAILROAD CROSSING SIGN, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 NH0639'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 NH0639'THE SURFACE OF THE GROUND.  SEC 22, T41N, R1E.  NOTE-- THE POST
 NH0639'IS LEANING SLIGHTLY.
 NH0639
 NH0639                          STATION RECOVERY (1972)
 NH0639
 NH0639'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RL)
 NH0639'GRUNDY 1920-GOOD
 NH0639'
 NH0639'GRUNDY 1920-REF. GOOD
 NH0639
 NH0639                          STATION RECOVERY (1996)
 NH0639
 NH0639'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0639'MARK NOT FOUND.
 NH0639
 NH0639                          STATION RECOVERY (2001)
 NH0639
 NH0639'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0639'MARK NOT FOUND.
 NH0639
 NH0639                          STATION RECOVERY (2004)
 NH0639
 NH0639'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2280 ***********************************************************************
 LB2280  DESIGNATION -  GRUNDY
 LB2280  PID         -  LB2280
 LB2280  STATE/COUNTY-  IL/IROQUOIS
 LB2280  USGS QUAD   -  DONOVAN (1964)
 LB2280
 LB2280                         *CURRENT SURVEY CONTROL
 LB2280  ___________________________________________________________________
 LB2280* NAD 83(1997)-  40 57 03.86898(N)    087 34 48.45258(W)     ADJUSTED  
 LB2280* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 LB2280  ___________________________________________________________________
 LB2280  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 LB2280  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LB2280
 LB2280  HORZ ORDER  -  SECOND
 LB2280
 LB2280.The horizontal coordinates were established by classical geodetic methods
 LB2280.and adjusted by the National Geodetic Survey in October 1999..
 LB2280
 LB2280.The orthometric height was scaled from a topographic map.
 LB2280
 LB2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2280
 LB2280.The geoid height was determined by GEOID03.
 LB2280
 LB2280;                    North         East     Units Scale Factor Converg.
 LB2280;SPC IL E     -   475,881.822   363,416.775   MT  1.00002448   +0 29 37.2
 LB2280;SPC IL E     - 1,561,288.94  1,192,309.87   sFT  1.00002448   +0 29 37.2
 LB2280;SPC IN W     -   633,243.908   858,172.708   MT  0.99998819   -0 19 32.2
 LB2280;SPC IN W     - 2,077,567.72  2,815,521.63   sFT  0.99998819   -0 19 32.2
 LB2280;UTM  16      - 4,533,487.924   451,174.360   MT  0.99962934   -0 22 48.8
 LB2280
 LB2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2280!SPC IL E     -   0.99997430  x   1.00002448  =   0.99999878
 LB2280!SPC IN W     -   0.99997430  x   0.99998819  =   0.99996249
 LB2280!UTM  16      -   0.99997430  x   0.99962934  =   0.99960365
 LB2280
 LB2280|---------------------------------------------------------------------|
 LB2280| PID    Reference Object                     Distance      Geod. Az  |
 LB2280|                                                           dddmmss.s |
 LB2280| CM3607 GRUNDY RM 1                          27.783 METERS 03822     |
 LB2280| CM3606 GRUNDY AZ MK                                       1743311.2 |
 LB2280| LB2300 BEAVERVILLE                         APPROX. 7.2 KM 2564443.7 |
 LB2280| CM3608 GRUNDY RM 2                          27.938 METERS 31735     |
 LB2280|---------------------------------------------------------------------|
 LB2280
 LB2280                          SUPERSEDED SURVEY CONTROL
 LB2280
 LB2280  NAD 83(1997)-  40 57 03.86902(N)    087 34 48.45254(W) AD(       ) 2
 LB2280  NAD 83(1986)-  40 57 03.87454(N)    087 34 48.46038(W) AD(       ) 2
 LB2280  NAD 27      -  40 57 03.75390(N)    087 34 48.34100(W) AD(       ) 2
 LB2280
 LB2280.Superseded values are not recommended for survey control.
 LB2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2280.See file dsdata.txt to determine how the superseded data were derived.
 LB2280
 LB2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5117433488(NAD 83)
 LB2280_MARKER: DS = TRIANGULATION STATION DISK
 LB2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2280
 LB2280  HISTORY     - Date     Condition        Report By
 LB2280  HISTORY     - 1947     MONUMENTED       CGS
 LB2280
 LB2280                          STATION DESCRIPTION
 LB2280
 LB2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2280'STATION IS LOCATED ABOUT 7 MILES WEST OF MOROCCO AND 4 MILES EAST OF
 LB2280'BEAVERVILLE.  IT IS IN A TRIANGLE FORMED BY A T-ROAD INTERSECTION OF
 LB2280'NORTH-SOUTH GRAVEL ROAD AND A GRAVEL ROAD WEST AND A CUT OFF
 LB2280'CONNECTING THE TWO ROADS, 105 FEET SOUTHWEST OF THE INTERSECTION
 LB2280'OF THE GRAVEL T-ROAD WEST AND THE NORTH-SOUTH GRAVEL ROAD, 96 FEET
 LB2280'SOUTHWEST OF POWERLINE POLE NO. 24-88, 94 FEET WEST OF THE
 LB2280'CENTER OF THE NORTH-SOUTH GRAVEL ROAD, 41 FEET SOUTH OF THE CENTER
 LB2280'OF THE EAST-WEST GRAVEL ROAD AND 7 FEET SOUTH OF A WHITE
 LB2280'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2280'GRUNDY 1947.
 LB2280'
 LB2280'REFERENCE MARK NO. 1 IS 91.15 FEET NORTHEAST OF THE STATION.  IT IS
 LB2280'38 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD, 32 FEET
 LB2280'NORTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD AND 8 FEET WEST OF
 LB2280'A FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LB2280'STAMPED GRUNDY NO 1 1947.
 LB2280'
 LB2280'REFERENCE MARK NO. 2 IS 91.66 FEET NORTHWEST OF THE STATION.  IT IS
 LB2280'29 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVEL ROAD AND 1 FOOT
 LB2280'SOUTH OF A FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 LB2280'STAMPED GRUNDY NO 2 1947.
 LB2280'
 LB2280'AZIMUTH MARK IS 0.15 MILE SOUTH OF THE STATION.  IT IS 27 FEET EAST
 LB2280'OF THE CENTER OF A GRAVEL ROAD, 4 FEET NORTH OF A TELEPHONE POLE, 3
 LB2280'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCELINE.
 LB2280'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GRUNDY 1947.
 LB2280'
 LB2280'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 114 AND
 LB2280'U. S. HIGHWAY NO. 41 WHICH IS ABOUT 0.3 MILE SOUTH OF MOROCCO, GO
 LB2280'WEST ON HIGHWAY NO. 114 FOR 4.1 MILE TO THE INDIANA-ILLINOIS STATE
 LB2280'LINE, CONTINUE WEST ON GRAVEL ROAD FOR 2.8 MILE TO A T-ROAD
 LB2280'INTERSECTION, TURN RIGHT AND GO NORTH FOR 0.25 MILE TO THE AZIMUTH
 LB2280'MARK ON THE RIGHT, CONTINUE NORTH FOR 0.15 MILE TO THE STATION
 LB2280'AS DESCRIBED.
 LB2280'
 LB2280'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9663 ***********************************************************************
 DG9663  DESIGNATION -  GRUNDY COUNTY GIS 0504
 DG9663  PID         -  DG9663
 DG9663  STATE/COUNTY-  IL/GRUNDY
 DG9663  USGS QUAD   -  MORRIS (1993)
 DG9663
 DG9663                         *CURRENT SURVEY CONTROL
 DG9663  ___________________________________________________________________
 DG9663* NAD 83(1997)-  41 22 13.65880(N)    088 28 45.05544(W)     ADJUSTED  
 DG9663* NAVD 88     -       169.5    (meters)     556.     (feet)  GPS OBS   
 DG9663  ___________________________________________________________________
 DG9663  X           -     127,222.966 (meters)                     COMP
 DG9663  Y           -  -4,791,912.881 (meters)                     COMP
 DG9663  Z           -   4,193,476.582 (meters)                     COMP
 DG9663  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DG9663  ELLIP HEIGHT-         136.57  (meters)          (09/13/05) GPS OBS
 DG9663  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 DG9663
 DG9663  HORZ ORDER  -  FIRST
 DG9663  ELLP ORDER  -  THIRD     CLASS I
 DG9663
 DG9663.The horizontal coordinates were established by GPS observations
 DG9663.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9663
 DG9663.The orthometric height was determined by GPS observations and a
 DG9663.high-resolution geoid model.
 DG9663
 DG9663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9663
 DG9663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9663
 DG9663.The ellipsoidal height was determined by GPS observations
 DG9663.and is referenced to NAD 83.
 DG9663
 DG9663.The geoid height was determined by GEOID03.
 DG9663
 DG9663;                    North         East     Units Scale Factor Converg.
 DG9663;SPC IL E     -   522,193.477   287,798.257   MT  0.99997683   -0 05 47.0
 DG9663;SPC IL E     - 1,713,229.77    944,218.11   sFT  0.99997683   -0 05 47.0
 DG9663;UTM  16      - 4,580,938.546   376,295.904   MT  0.99978833   -0 58 39.9
 DG9663
 DG9663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9663!SPC IL E     -   0.99997858  x   0.99997683  =   0.99995541
 DG9663!UTM  16      -   0.99997858  x   0.99978833  =   0.99976691
 DG9663
 DG9663                          SUPERSEDED SURVEY CONTROL
 DG9663
 DG9663  NAD 83(1997)-  41 22 13.65865(N)    088 28 45.05535(W) AD(       ) 1
 DG9663  ELLIP H (03/31/05)  136.58   (m)                       GP(       ) 3 2
 DG9663
 DG9663.Superseded values are not recommended for survey control.
 DG9663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9663.See file dsdata.txt to determine how the superseded data were derived.
 DG9663
 DG9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7629680939(NAD 83)
 DG9663_MARKER: I = METAL ROD
 DG9663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9663_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9663_MARK LOGO: NONE  
 DG9663_PROJECTION: FLUSH
 DG9663_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9663+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9663_ROD/PIPE-DEPTH:  3.0 meters
 DG9663
 DG9663  HISTORY     - Date     Condition        Report By
 DG9663  HISTORY     - 20031130 MONUMENTED       MORSUR
 DG9663  HISTORY     - 20050725 GOOD             GEOSPC
 DG9663
 DG9663                          STATION DESCRIPTION
 DG9663
 DG9663'DESCRIBED BY MORRISON SURVEYING COMPANY 2003 (MJM)
 DG9663'POINT IS LOCATED AT THE SE CORNER OF THE INTERSECTION OF US ROUTE 6
 DG9663'AND SARATOGA ROAD. POINT IS 52FT SOUTH OF THE EDGE OF ROUTE 6 AND 50
 DG9663'FT EAST OF SARATOGA ROAD.
 DG9663' 
 DG9663'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9663'WITH CAST CAP AND LID.
 DG9663
 DG9663                          STATION RECOVERY (2005)
 DG9663
 DG9663'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9663'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 14 METERS WEST OF
 DG9663'A POWER POLE, 14 METERS NORTHEAST OF A POWER POLE, BOTH LOCATED IN THE
 DG9663'SOUTHEAST QUAD OF ILLINOIS ROUTE 6 AND SARATOGA ROAD, 0.5 METERS EAST
 DG9663'OF A GRUNDY COUNTY GIS MARKER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9664 ***********************************************************************
 DG9664  DESIGNATION -  GRUNDY COUNTY GIS 0206
 DG9664  PID         -  DG9664
 DG9664  STATE/COUNTY-  IL/GRUNDY
 DG9664  USGS QUAD   -  LISBON (1993)
 DG9664
 DG9664                         *CURRENT SURVEY CONTROL
 DG9664  ___________________________________________________________________
 DG9664* NAD 83(1997)-  41 27 28.09928(N)    088 28 53.34660(W)     ADJUSTED  
 DG9664* NAVD 88     -       187.9    (meters)     616.     (feet)  GPS OBS   
 DG9664  ___________________________________________________________________
 DG9664  X           -     126,860.658 (meters)                     COMP
 DG9664  Y           -  -4,785,516.871 (meters)                     COMP
 DG9664  Z           -   4,200,763.847 (meters)                     COMP
 DG9664  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DG9664  ELLIP HEIGHT-         154.88  (meters)          (09/13/05) GPS OBS
 DG9664  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DG9664
 DG9664  HORZ ORDER  -  FIRST
 DG9664  ELLP ORDER  -  THIRD     CLASS I
 DG9664
 DG9664.The horizontal coordinates were established by GPS observations
 DG9664.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9664
 DG9664.The orthometric height was determined by GPS observations and a
 DG9664.high-resolution geoid model.
 DG9664
 DG9664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9664
 DG9664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9664
 DG9664.The ellipsoidal height was determined by GPS observations
 DG9664.and is referenced to NAD 83.
 DG9664
 DG9664.The geoid height was determined by GEOID03.
 DG9664
 DG9664;                    North         East     Units Scale Factor Converg.
 DG9664;SPC IL E     -   531,894.222   287,622.171   MT  0.99997688   -0 05 53.1
 DG9664;SPC IL E     - 1,745,056.29    943,640.41   sFT  0.99997688   -0 05 53.1
 DG9664;UTM  16      - 4,590,639.023   376,269.190   MT  0.99978840   -0 58 51.5
 DG9664
 DG9664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9664!SPC IL E     -   0.99997571  x   0.99997688  =   0.99995259
 DG9664!UTM  16      -   0.99997571  x   0.99978840  =   0.99976411
 DG9664
 DG9664                          SUPERSEDED SURVEY CONTROL
 DG9664
 DG9664  NAD 83(1997)-  41 27 28.09888(N)    088 28 53.34638(W) AD(       ) 1
 DG9664  ELLIP H (03/31/05)  154.87   (m)                       GP(       ) 3 2
 DG9664
 DG9664.Superseded values are not recommended for survey control.
 DG9664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9664.See file dsdata.txt to determine how the superseded data were derived.
 DG9664
 DG9664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7626990639(NAD 83)
 DG9664_MARKER: I = METAL ROD
 DG9664_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9664_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9664_MARK LOGO: NONE  
 DG9664_PROJECTION: FLUSH
 DG9664_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9664+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9664_ROD/PIPE-DEPTH:  3.0 meters
 DG9664
 DG9664  HISTORY     - Date     Condition        Report By
 DG9664  HISTORY     - 20031130 MONUMENTED       MORSUR
 DG9664  HISTORY     - 20050725 GOOD             GEOSPC
 DG9664
 DG9664                          STATION DESCRIPTION
 DG9664
 DG9664'DESCRIBED BY MORRISON SURVEYING COMPANY 2003 (MJM)
 DG9664'POINT IS LOCATED AT THE SE CORNER OF THE INTERSECTION OF SHERRIL ROAD
 DG9664'AND LISBON ROAD. POINT IS 41 FT EAST OF THE EDGE OF LISGON ROAD AND 29
 DG9664'FT SOUTH OF THE EDGE OF SHERRIL ROAD.
 DG9664' 
 DG9664'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9664'WITH CAST CAP AND LID.
 DG9664
 DG9664                          STATION RECOVERY (2005)
 DG9664
 DG9664'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9664'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 20.8 METERS
 DG9664'SOUTHEAST OF A BRASS PLUG AT THE CENTERLINE-CENTERLINE INTERSECTION OF
 DG9664'LISBON ROAD AND SHERRIL ROAD, 19.5 METERS SOUTH OF A TELEPHONE POLE ON
 DG9664'THE NORTH RIGHT OF WAY OF SHERRIL ROAD, 8.9 METERS SOUTH OF THE EDGE
 DG9664'OF PAVEMENT OF SHERRIL ROAD, 13.5 METERS EAST OF THE EDGE OF PAVEMENT
 DG9664'OF LISBON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9665 ***********************************************************************
 DG9665  DESIGNATION -  GRUNDY COUNTY GIS 0104
 DG9665  PID         -  DG9665
 DG9665  STATE/COUNTY-  IL/GRUNDY
 DG9665  USGS QUAD   -  STAVANGER (1970)
 DG9665
 DG9665                         *CURRENT SURVEY CONTROL
 DG9665  ___________________________________________________________________
 DG9665* NAD 83(1997)-  41 27 27.28072(N)    088 32 22.80628(W)     ADJUSTED  
 DG9665* NAVD 88     -       193.3    (meters)     634.     (feet)  GPS OBS   
 DG9665  ___________________________________________________________________
 DG9665  X           -     122,001.482 (meters)                     COMP
 DG9665  Y           -  -4,785,664.011 (meters)                     COMP
 DG9665  Z           -   4,200,748.515 (meters)                     COMP
 DG9665  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DG9665  ELLIP HEIGHT-         160.31  (meters)          (09/13/05) GPS OBS
 DG9665  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DG9665
 DG9665  HORZ ORDER  -  FIRST
 DG9665  ELLP ORDER  -  THIRD     CLASS I
 DG9665
 DG9665.The horizontal coordinates were established by GPS observations
 DG9665.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9665
 DG9665.The orthometric height was determined by GPS observations and a
 DG9665.high-resolution geoid model.
 DG9665
 DG9665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9665
 DG9665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9665
 DG9665.The ellipsoidal height was determined by GPS observations
 DG9665.and is referenced to NAD 83.
 DG9665
 DG9665.The geoid height was determined by GEOID03.
 DG9665
 DG9665;                    North         East     Units Scale Factor Converg.
 DG9665;SPC IL E     -   531,878.926   282,761.000   MT  0.99997866   -0 08 11.8
 DG9665;SPC IL E     - 1,745,006.11    927,691.71   sFT  0.99997866   -0 08 11.8
 DG9665;UTM  16      - 4,590,698.622   371,409.244   MT  0.99980350   -1 01 10.2
 DG9665
 DG9665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9665!SPC IL E     -   0.99997486  x   0.99997866  =   0.99995352
 DG9665!UTM  16      -   0.99997486  x   0.99980350  =   0.99977836
 DG9665
 DG9665                          SUPERSEDED SURVEY CONTROL
 DG9665
 DG9665  NAD 83(1997)-  41 27 27.28064(N)    088 32 22.80646(W) AD(       ) 1
 DG9665  ELLIP H (03/31/05)  160.30   (m)                       GP(       ) 3 2
 DG9665
 DG9665.Superseded values are not recommended for survey control.
 DG9665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9665.See file dsdata.txt to determine how the superseded data were derived.
 DG9665
 DG9665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7140990699(NAD 83)
 DG9665_MARKER: I = METAL ROD
 DG9665_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9665_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9665_MARK LOGO: NONE  
 DG9665_PROJECTION: FLUSH
 DG9665_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9665+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9665_ROD/PIPE-DEPTH: 5    meters
 DG9665
 DG9665  HISTORY     - Date     Condition        Report By
 DG9665  HISTORY     - 20031130 MONUMENTED       MORSUR
 DG9665  HISTORY     - 20050725 GOOD             GEOSPC
 DG9665
 DG9665                          STATION DESCRIPTION
 DG9665
 DG9665'DESCRIBED BY MORRISON SURVEYING COMPANY 2003 (MJM)
 DG9665'POINT IS LOCATED ON SHERRIL ROAD, 1/4 MILE EAST OF THE INTERSECTION OF
 DG9665'SHERRIL ROAD AND TOWNHOUSE ROAD. POINT IS ON THE SOUTH SIDE OF SHERRIL
 DG9665'ROAD, 67 FT EAST OF A GRAVEL DRIVEWAY.
 DG9665' 
 DG9665'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9665'WITH CAST CAP AND LID.
 DG9665
 DG9665                          STATION RECOVERY (2005)
 DG9665
 DG9665'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9666 ***********************************************************************
 DG9666  DESIGNATION -  GRUNDY COUNTY GIS 0201
 DG9666  PID         -  DG9666
 DG9666  STATE/COUNTY-  IL/GRUNDY
 DG9666  USGS QUAD   -  MINOOKA (1993)
 DG9666
 DG9666                         *CURRENT SURVEY CONTROL
 DG9666  ___________________________________________________________________
 DG9666* NAD 83(1997)-  41 27 37.23563(N)    088 21 55.33027(W)     ADJUSTED  
 DG9666* NAVD 88     -       173.3    (meters)     569.     (feet)  GPS OBS   
 DG9666  ___________________________________________________________________
 DG9666  X           -     136,553.086 (meters)                     COMP
 DG9666  Y           -  -4,785,052.487 (meters)                     COMP
 DG9666  Z           -   4,200,965.442 (meters)                     COMP
 DG9666  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DG9666  ELLIP HEIGHT-         140.31  (meters)          (09/13/05) GPS OBS
 DG9666  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DG9666
 DG9666  HORZ ORDER  -  FIRST
 DG9666  ELLP ORDER  -  THIRD     CLASS I
 DG9666
 DG9666.The horizontal coordinates were established by GPS observations
 DG9666.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9666
 DG9666.The orthometric height was determined by GPS observations and a
 DG9666.high-resolution geoid model.
 DG9666
 DG9666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9666
 DG9666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9666
 DG9666.The ellipsoidal height was determined by GPS observations
 DG9666.and is referenced to NAD 83.
 DG9666
 DG9666.The geoid height was determined by GEOID03.
 DG9666
 DG9666;                    North         East     Units Scale Factor Converg.
 DG9666;SPC IL E     -   532,165.979   297,323.537   MT  0.99997509   -0 01 16.4
 DG9666;SPC IL E     - 1,745,947.88    975,468.97   sFT  0.99997509   -0 01 16.4
 DG9666;UTM  16      - 4,590,761.237   385,971.633   MT  0.99976001   -0 54 14.8
 DG9666
 DG9666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9666!SPC IL E     -   0.99997799  x   0.99997509  =   0.99995308
 DG9666!UTM  16      -   0.99997799  x   0.99976001  =   0.99973801
 DG9666
 DG9666                          SUPERSEDED SURVEY CONTROL
 DG9666
 DG9666  NAD 83(1997)-  41 27 37.23484(N)    088 21 55.33051(W) AD(       ) 1
 DG9666  ELLIP H (03/31/05)  140.33   (m)                       GP(       ) 3 2
 DG9666
 DG9666.Superseded values are not recommended for survey control.
 DG9666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9666.See file dsdata.txt to determine how the superseded data were derived.
 DG9666
 DG9666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8597290761(NAD 83)
 DG9666_MARKER: I = METAL ROD
 DG9666_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9666_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9666_MARK LOGO: NONE  
 DG9666_PROJECTION: FLUSH
 DG9666_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9666+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9666_ROD/PIPE-DEPTH: 5    meters
 DG9666
 DG9666  HISTORY     - Date     Condition        Report By
 DG9666  HISTORY     - 20031130 MONUMENTED       MORSUR
 DG9666  HISTORY     - 20050725 GOOD             GEOSPC
 DG9666
 DG9666                          STATION DESCRIPTION
 DG9666
 DG9666'DESCRIBED BY MORRISON SURVEYING COMPANY 2003 (MJM)
 DG9666'POINT IS LOCATED AT THE SW CORNER OF THE INTERSECTION OF SHERRIL ROAD
 DG9666'AND BRISBIN ROAD. POINT IS 17 FT WEST OF THE EDGE OF BRISBIN ROAD AND
 DG9666'42 FT SOUTH OF THE EDGE OF SHERRIL ROAD.
 DG9666' 
 DG9666'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9666'WITH CAST CAP AND LID.
 DG9666
 DG9666                          STATION RECOVERY (2005)
 DG9666
 DG9666'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9666'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 30.1 METERS
 DG9666'SOUTHEAST OF A POWER POLE LOCATED IN THE NORTHEAST QUAD OF SHERRIL
 DG9666'ROAD AND BRISBIN ROAD, 17.6 METERS SOUTHEAST OF RAIL ROAD SPIKE AT THE
 DG9666'CENTERLINE-CENTERLINE INTERSECTION OF SHERRIL ROAD AND BRISBIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9677 ***********************************************************************
 DG9677  DESIGNATION -  GRUNDY COUNTY GIS 0801
 DG9677  PID         -  DG9677
 DG9677  STATE/COUNTY-  IL/GRUNDY
 DG9677  USGS QUAD   -  COAL CITY (1993)
 DG9677
 DG9677                         *CURRENT SURVEY CONTROL
 DG9677  ___________________________________________________________________
 DG9677* NAD 83(1997)-  41 17 09.29380(N)    088 22 01.15563(W)     ADJUSTED  
 DG9677* NAVD 88     -       166.5    (meters)     546.     (feet)  GPS OBS   
 DG9677  ___________________________________________________________________
 DG9677  X           -     136,782.702 (meters)                     COMP
 DG9677  Y           -  -4,797,850.690 (meters)                     COMP
 DG9677  Z           -   4,186,423.442 (meters)                     COMP
 DG9677  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DG9677  ELLIP HEIGHT-         133.68  (meters)          (09/13/05) GPS OBS
 DG9677  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DG9677
 DG9677  HORZ ORDER  -  FIRST
 DG9677  ELLP ORDER  -  THIRD     CLASS I
 DG9677
 DG9677.The horizontal coordinates were established by GPS observations
 DG9677.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9677
 DG9677.The orthometric height was determined by GPS observations and a
 DG9677.high-resolution geoid model.
 DG9677
 DG9677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9677
 DG9677.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9677
 DG9677.The ellipsoidal height was determined by GPS observations
 DG9677.and is referenced to NAD 83.
 DG9677
 DG9677.The geoid height was determined by GEOID03.
 DG9677
 DG9677;                    North         East     Units Scale Factor Converg.
 DG9677;SPC IL E     -   512,794.312   297,180.827   MT  0.99997510   -0 01 19.9
 DG9677;SPC IL E     - 1,682,392.67    975,000.76   sFT  0.99997510   -0 01 19.9
 DG9677;UTM  16      - 4,571,398.211   385,531.054   MT  0.99976126   -0 54 07.4
 DG9677
 DG9677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9677!SPC IL E     -   0.99997903  x   0.99997510  =   0.99995413
 DG9677!UTM  16      -   0.99997903  x   0.99976126  =   0.99974030
 DG9677
 DG9677                          SUPERSEDED SURVEY CONTROL
 DG9677
 DG9677  NAD 83(1997)-  41 17 09.29432(N)    088 22 01.15523(W) AD(       ) 1
 DG9677  ELLIP H (03/31/05)  133.69   (m)                       GP(       ) 3 2
 DG9677
 DG9677.Superseded values are not recommended for survey control.
 DG9677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9677.See file dsdata.txt to determine how the superseded data were derived.
 DG9677
 DG9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8553171398(NAD 83)
 DG9677_MARKER: I = METAL ROD
 DG9677_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9677_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9677_PROJECTION: FLUSH
 DG9677_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9677+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9677
 DG9677  HISTORY     - Date     Condition        Report By
 DG9677  HISTORY     - 20030518 MONUMENTED       MORSUR
 DG9677  HISTORY     - 20050131 GOOD             MORSUR
 DG9677  HISTORY     - 20050725 GOOD             GEOSPC
 DG9677
 DG9677                          STATION DESCRIPTION
 DG9677
 DG9677'DESCRIBED BY MORRISON SURVEYING COMPANY 2005 (MJM)
 DG9677'RECOVERED IN GOOD CONDITION.
 DG9677
 DG9677                          STATION RECOVERY (2005)
 DG9677
 DG9677'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9677'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DG9677'HIGHWAY 113, ABOUT 25 MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS,
 DG9677'GO EAST ON STATE HIGHWAY 113 FOR 2.75 MILES TO SOUTH CAMBELL ROAD ON
 DG9677'THE RIGHT AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE
 DG9677'SOUTHEAST QUAD OF STATE HIGHWAY 113 AND SOUTH CAMBELL ROAD. THE
 DG9677'STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL AND ENCLOSED IN A 6
 DG9677'INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER.  THE STATION IS 4 METERS
 DG9677'SOUTHEAST OF A STOP SIGN, 0.5 METERS SOUTH OF A GRUNDY COUNTY GIS
 DG9677'MARKER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9679 ***********************************************************************
 DG9679  DESIGNATION -  GRUNDY COUNTY GIS 0731
 DG9679  PID         -  DG9679
 DG9679  STATE/COUNTY-  IL/GRUNDY
 DG9679  USGS QUAD   -  KINSMAN (1983)
 DG9679
 DG9679                         *CURRENT SURVEY CONTROL
 DG9679  ___________________________________________________________________
 DG9679* NAD 83(1997)-  41 11 43.57410(N)    088 35 12.44173(W)     ADJUSTED  
 DG9679* NAVD 88     -       198.6    (meters)     652.     (feet)  GPS OBS   
 DG9679  ___________________________________________________________________
 DG9679  X           -     118,539.894 (meters)                     COMP
 DG9679  Y           -  -4,804,986.674 (meters)                     COMP
 DG9679  Z           -   4,178,888.791 (meters)                     COMP
 DG9679  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DG9679  ELLIP HEIGHT-         166.04  (meters)          (09/13/05) GPS OBS
 DG9679  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DG9679
 DG9679  HORZ ORDER  -  FIRST
 DG9679  ELLP ORDER  -  THIRD     CLASS I
 DG9679
 DG9679.The horizontal coordinates were established by GPS observations
 DG9679.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9679
 DG9679.The orthometric height was determined by GPS observations and a
 DG9679.high-resolution geoid model.
 DG9679
 DG9679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9679
 DG9679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9679
 DG9679.The ellipsoidal height was determined by GPS observations
 DG9679.and is referenced to NAD 83.
 DG9679
 DG9679.The geoid height was determined by GEOID03.
 DG9679
 DG9679;                    North         East     Units Scale Factor Converg.
 DG9679;SPC IL E     -   502,776.667   278,739.065   MT  0.99998056   -0 10 01.0
 DG9679;SPC IL E     - 1,649,526.45    914,496.42   sFT  0.99998056   -0 10 01.0
 DG9679;UTM  16      - 4,561,666.518   366,941.268   MT  0.99981790   -1 02 42.9
 DG9679
 DG9679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9679!SPC IL E     -   0.99997396  x   0.99998056  =   0.99995452
 DG9679!UTM  16      -   0.99997396  x   0.99981790  =   0.99979186
 DG9679
 DG9679                          SUPERSEDED SURVEY CONTROL
 DG9679
 DG9679  NAD 83(1997)-  41 11 43.57419(N)    088 35 12.44181(W) AD(       ) 1
 DG9679  ELLIP H (03/31/05)  166.05   (m)                       GP(       ) 3 2
 DG9679
 DG9679.Superseded values are not recommended for survey control.
 DG9679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9679.See file dsdata.txt to determine how the superseded data were derived.
 DG9679
 DG9679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6694161667(NAD 83)
 DG9679_MARKER: I = METAL ROD
 DG9679_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9679_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9679_PROJECTION: FLUSH
 DG9679_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9679+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9679
 DG9679  HISTORY     - Date     Condition        Report By
 DG9679  HISTORY     - 20031201 MONUMENTED       MORSUR
 DG9679  HISTORY     - 20050131 GOOD             MORSUR
 DG9679  HISTORY     - 20050725 GOOD             GEOSPC
 DG9679
 DG9679                          STATION DESCRIPTION
 DG9679
 DG9679'DESCRIBED BY MORRISON SURVEYING COMPANY 2005 (MJM)
 DG9679'POINT IS LOCATED AT THE NE CORNER OF THE INTERSECTION OF BURKHART ROAD
 DG9679'AND LASALLE ROAD. POINT IS 16 FT EAST OF THE EDGE OF LASALLE ROAD AND
 DG9679'20 FT NORTH OF THE EDGE OF BURKHART ROAD.
 DG9679' 
 DG9679'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9679'WITH CAST CAP AND LID.
 DG9679
 DG9679                          STATION RECOVERY (2005)
 DG9679
 DG9679'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9679'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 13.7 METERS NORTH
 DG9679'OF A POWER POLE, 7.5 METERS SOUTHEAST OF THE CENTER TOP OF THE SOUTH
 DG9679'END OF A FIELD ENTRNACE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9680 ***********************************************************************
 DG9680  DESIGNATION -  GRUNDY COUNTY GIS 0831
 DG9680  PID         -  DG9680
 DG9680  STATE/COUNTY-  IL/GRUNDY
 DG9680  USGS QUAD   -  MAZON (1983)
 DG9680
 DG9680                         *CURRENT SURVEY CONTROL
 DG9680  ___________________________________________________________________
 DG9680* NAD 83(1997)-  41 11 46.56514(N)    088 28 19.53758(W)     ADJUSTED  
 DG9680* NAVD 88     -       188.4    (meters)     618.     (feet)  GPS OBS   
 DG9680  ___________________________________________________________________
 DG9680  X           -     128,156.521 (meters)                     COMP
 DG9680  Y           -  -4,804,671.266 (meters)                     COMP
 DG9680  Z           -   4,178,951.453 (meters)                     COMP
 DG9680  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DG9680  ELLIP HEIGHT-         155.76  (meters)          (09/13/05) GPS OBS
 DG9680  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 DG9680
 DG9680  HORZ ORDER  -  FIRST
 DG9680  ELLP ORDER  -  THIRD     CLASS I
 DG9680
 DG9680.The horizontal coordinates were established by GPS observations
 DG9680.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9680
 DG9680.The orthometric height was determined by GPS observations and a
 DG9680.high-resolution geoid model.
 DG9680
 DG9680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9680
 DG9680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9680
 DG9680.The ellipsoidal height was determined by GPS observations
 DG9680.and is referenced to NAD 83.
 DG9680
 DG9680.The geoid height was determined by GEOID03.
 DG9680
 DG9680;                    North         East     Units Scale Factor Converg.
 DG9680;SPC IL E     -   502,847.247   288,360.354   MT  0.99997667   -0 05 29.0
 DG9680;SPC IL E     - 1,649,758.01    946,062.26   sFT  0.99997667   -0 05 29.0
 DG9680;UTM  16      - 4,561,589.620   376,560.816   MT  0.99978753   -0 58 10.9
 DG9680
 DG9680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9680!SPC IL E     -   0.99997557  x   0.99997667  =   0.99995224
 DG9680!UTM  16      -   0.99997557  x   0.99978753  =   0.99976310
 DG9680
 DG9680                          SUPERSEDED SURVEY CONTROL
 DG9680
 DG9680  NAD 83(1997)-  41 11 46.56536(N)    088 28 19.53765(W) AD(       ) 1
 DG9680  ELLIP H (03/31/05)  155.76   (m)                       GP(       ) 3 2
 DG9680
 DG9680.Superseded values are not recommended for survey control.
 DG9680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9680.See file dsdata.txt to determine how the superseded data were derived.
 DG9680
 DG9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7656161590(NAD 83)
 DG9680_MARKER: I = METAL ROD
 DG9680_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9680_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9680_PROJECTION: FLUSH
 DG9680_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9680+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9680
 DG9680  HISTORY     - Date     Condition        Report By
 DG9680  HISTORY     - 20031201 MONUMENTED       MORSUR
 DG9680  HISTORY     - 20050131 GOOD             MORSUR
 DG9680  HISTORY     - 20050725 GOOD             GEOSPC
 DG9680
 DG9680                          STATION DESCRIPTION
 DG9680
 DG9680'DESCRIBED BY MORRISON SURVEYING COMPANY 2005 (MJM)
 DG9680'POINT IS LOCATED AT THE NE CORNER OF THE INTERSECTION OF BURKHART AND
 DG9680'WARD ROAD. POINT IS 20 FT EAST OF THE EDGE OF WARD ROAD AND 19 FT
 DG9680'NORTH OF THE EDGE OF BURKHART ROAD.
 DG9680' 
 DG9680'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9680'WITH CAST CAP AND LID.
 DG9680
 DG9680                          STATION RECOVERY (2005)
 DG9680
 DG9680'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9680'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 16.3 METERS NORTH
 DG9680'OF A TELEPHONE POLE IN THE SOUTHEAST QUAD OF WARD ROAD AND BURKHART
 DG9680'ROAD, 25.5 METERS NORTHEAST OF A TELEPHONE POLE IN THE SOUTHWEST QUAD
 DG9680'OF WARD ROAD AND BURKHART ROAD, 16.6 METERS EAST OF A TELEPHONE POLE
 DG9680'IN THE NORTHWEST QUAD OF WARD ROAD AND BURKHART ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9681 ***********************************************************************
 DG9681  DESIGNATION -  GRUNDY COUNTY GIS 0726
 DG9681  PID         -  DG9681
 DG9681  STATE/COUNTY-  IL/GRUNDY
 DG9681  USGS QUAD   -  KINSMAN (1983)
 DG9681
 DG9681                         *CURRENT SURVEY CONTROL
 DG9681  ___________________________________________________________________
 DG9681* NAD 83(1997)-  41 14 20.84353(N)    088 32 28.11142(W)     ADJUSTED  
 DG9681* NAVD 88     -       196.0    (meters)     643.     (feet)  GPS OBS   
 DG9681  ___________________________________________________________________
 DG9681  X           -     122,286.526 (meters)                     COMP
 DG9681  Y           -  -4,801,692.796 (meters)                     COMP
 DG9681  Z           -   4,182,536.631 (meters)                     COMP
 DG9681  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DG9681  ELLIP HEIGHT-         163.36  (meters)          (09/13/05) GPS OBS
 DG9681  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DG9681
 DG9681  HORZ ORDER  -  FIRST
 DG9681  ELLP ORDER  -  THIRD     CLASS I
 DG9681
 DG9681.The horizontal coordinates were established by GPS observations
 DG9681.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9681
 DG9681.The orthometric height was determined by GPS observations and a
 DG9681.high-resolution geoid model.
 DG9681
 DG9681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9681
 DG9681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9681
 DG9681.The ellipsoidal height was determined by GPS observations
 DG9681.and is referenced to NAD 83.
 DG9681
 DG9681.The geoid height was determined by GEOID03.
 DG9681
 DG9681;                    North         East     Units Scale Factor Converg.
 DG9681;SPC IL E     -   507,618.078   282,579.746   MT  0.99997873   -0 08 13.2
 DG9681;SPC IL E     - 1,665,410.31    927,097.05   sFT  0.99997873   -0 08 13.2
 DG9681;UTM  16      - 4,566,447.657   370,855.086   MT  0.99980526   -1 00 57.8
 DG9681
 DG9681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9681!SPC IL E     -   0.99997438  x   0.99997873  =   0.99995311
 DG9681!UTM  16      -   0.99997438  x   0.99980526  =   0.99977964
 DG9681
 DG9681                          SUPERSEDED SURVEY CONTROL
 DG9681
 DG9681  NAD 83(1997)-  41 14 20.84349(N)    088 32 28.11162(W) AD(       ) 1
 DG9681  ELLIP H (03/31/05)  163.36   (m)                       GP(       ) 3 2
 DG9681
 DG9681.Superseded values are not recommended for survey control.
 DG9681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9681.See file dsdata.txt to determine how the superseded data were derived.
 DG9681
 DG9681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7085566448(NAD 83)
 DG9681_MARKER: I = METAL ROD
 DG9681_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9681_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9681_PROJECTION: FLUSH
 DG9681_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9681+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9681
 DG9681  HISTORY     - Date     Condition        Report By
 DG9681  HISTORY     - 20031201 MONUMENTED       MORSUR
 DG9681  HISTORY     - 20050131 GOOD             MORSUR
 DG9681  HISTORY     - 20050725 GOOD             GEOSPC
 DG9681
 DG9681                          STATION DESCRIPTION
 DG9681
 DG9681'DESCRIBED BY MORRISON SURVEYING COMPANY 2005 (MJM)
 DG9681'POINT IS LOCATED AT THE NW CORNER OF THE INTERSECTION OF GRAND RIDGE
 DG9681'ROAD AND GONNAM ROAD. POINT IS 30 FT WEST OF THE EDGE OF GONNAM ROAD
 DG9681'AND 24 FT NORTH OF THE EDGE OF GRAND RIDGE ROAD.
 DG9681' 
 DG9681'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH CAST CAP
 DG9681'AND LID.
 DG9681
 DG9681                          STATION RECOVERY (2005)
 DG9681
 DG9681'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9681'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 33.5 METERS
 DG9681'NORTHEAST OF A POWER POLE ON THE SOUTH SIDE OF GRAND RIDGE ROAD, 8.8
 DG9681'METERS SOUTHWEST OF THE CENTER TOP OF A CULVERT FOR A FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6194 ***********************************************************************
 DH6194  DESIGNATION -  GRUNDY COUNTY GIS 0119
 DH6194  PID         -  DH6194
 DH6194  STATE/COUNTY-  IL/GRUNDY
 DH6194  USGS QUAD   -  STAVANGER (1970)
 DH6194
 DH6194                         *CURRENT SURVEY CONTROL
 DH6194  ___________________________________________________________________
 DH6194* NAD 83(1997)-  41 24 47.53985(N)    088 35 41.45724(W)     ADJUSTED  
 DH6194* NAVD 88     -       199.4    (meters)     654.     (feet)  GPS OBS   
 DH6194  ___________________________________________________________________
 DH6194  X           -     117,472.506 (meters)                     COMP
 DH6194  Y           -  -4,789,044.347 (meters)                     COMP
 DH6194  Z           -   4,197,057.915 (meters)                     COMP
 DH6194  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DH6194  ELLIP HEIGHT-         166.52  (meters)          (09/13/05) GPS OBS
 DH6194  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DH6194
 DH6194  HORZ ORDER  -  FIRST
 DH6194  ELLP ORDER  -  THIRD     CLASS I
 DH6194
 DH6194.The horizontal coordinates were established by GPS observations
 DH6194.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6194
 DH6194.The orthometric height was determined by GPS observations and a
 DH6194.high-resolution geoid model.
 DH6194
 DH6194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6194
 DH6194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6194
 DH6194.The ellipsoidal height was determined by GPS observations
 DH6194.and is referenced to NAD 83.
 DH6194
 DH6194.The geoid height was determined by GEOID03.
 DH6194
 DH6194;                    North         East     Units Scale Factor Converg.
 DH6194;SPC IL E     -   526,963.395   278,135.832   MT  0.99998088   -0 10 22.8
 DH6194;SPC IL E     - 1,728,879.07    912,517.31   sFT  0.99998088   -0 10 22.8
 DH6194;UTM  16      - 4,585,855.729   366,709.708   MT  0.99981864   -1 03 18.4
 DH6194
 DH6194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6194!SPC IL E     -   0.99997388  x   0.99998088  =   0.99995476
 DH6194!UTM  16      -   0.99997388  x   0.99981864  =   0.99979253
 DH6194
 DH6194                          SUPERSEDED SURVEY CONTROL
 DH6194
 DH6194.No superseded survey control is available for this station.
 DH6194
 DH6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6671085856(NAD 83)
 DH6194_MARKER: I = METAL ROD
 DH6194_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6194_STAMPING: NONE
 DH6194_MARK LOGO: NONE  
 DH6194_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6194+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6194
 DH6194  HISTORY     - Date     Condition        Report By
 DH6194  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6194  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6194
 DH6194                          STATION DESCRIPTION
 DH6194
 DH6194'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 WITH COUNTY
 DH6194'HIGHWAY 25, ABOUT 27 MILES WEST OF JOLIET ILLINOIS, GO SOUTH ON COUNTY
 DH6194'HIGHWAY 25 FOR 5 MILES TO THE JUCTION OF COUNTY HIGHWAY 25 WITH NORTH
 DH6194'33RD ROAD(HOGE ROAD) TO THE LEFT, TURN LEFT ON NORTH 33RD ROAD(HOGE
 DH6194'ROAD) AND GO EAST FOR 1.0 MILE TO THE JUNCTION OF NORTH 33RD ROAD WITH
 DH6194'LA SALLE ROAD AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE
 DH6194'SOUTHEAST QUADRANT OF THE JUCTION OF LA SALLE ROAD AND HOGE ROAD.
 DH6194'THE STATION IS A STAINLESS STEEL ROD SET TO REFUSAL ENCLOSED IN A 6
 DH6194'INCH PVC PIPE WITH ALUMINUM ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6195 ***********************************************************************
 DH6195  DESIGNATION -  GRUNDY COUNTY GIS 0106
 DH6195  PID         -  DH6195
 DH6195  STATE/COUNTY-  IL/GRUNDY
 DH6195  USGS QUAD   -  STAVANGER (1970)
 DH6195
 DH6195                         *CURRENT SURVEY CONTROL
 DH6195  ___________________________________________________________________
 DH6195* NAD 83(1997)-  41 27 24.80259(N)    088 35 45.12637(W)     ADJUSTED  
 DH6195* NAVD 88     -       213.8    (meters)     701.     (feet)  GPS OBS   
 DH6195  ___________________________________________________________________
 DH6195  X           -     117,308.901 (meters)                     COMP
 DH6195  Y           -  -4,785,847.331 (meters)                     COMP
 DH6195  Z           -   4,200,704.782 (meters)                     COMP
 DH6195  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DH6195  ELLIP HEIGHT-         180.80  (meters)          (09/13/05) GPS OBS
 DH6195  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 DH6195
 DH6195  HORZ ORDER  -  FIRST
 DH6195  ELLP ORDER  -  THIRD     CLASS I
 DH6195
 DH6195.The horizontal coordinates were established by GPS observations
 DH6195.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6195
 DH6195.The orthometric height was determined by GPS observations and a
 DH6195.high-resolution geoid model.
 DH6195
 DH6195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6195
 DH6195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6195
 DH6195.The ellipsoidal height was determined by GPS observations
 DH6195.and is referenced to NAD 83.
 DH6195
 DH6195.The geoid height was determined by GEOID03.
 DH6195
 DH6195;                    North         East     Units Scale Factor Converg.
 DH6195;SPC IL E     -   531,815.195   278,065.332   MT  0.99998092   -0 10 25.7
 DH6195;SPC IL E     - 1,744,797.02    912,286.01   sFT  0.99998092   -0 10 25.7
 DH6195;UTM  16      - 4,590,707.252   366,713.944   MT  0.99981863   -1 03 24.2
 DH6195
 DH6195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6195!SPC IL E     -   0.99997164  x   0.99998092  =   0.99995256
 DH6195!UTM  16      -   0.99997164  x   0.99981863  =   0.99979028
 DH6195
 DH6195                          SUPERSEDED SURVEY CONTROL
 DH6195
 DH6195.No superseded survey control is available for this station.
 DH6195
 DH6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6671490707(NAD 83)
 DH6195_MARKER: I = METAL ROD
 DH6195_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6195_STAMPING: NONE
 DH6195_MARK LOGO: NONE  
 DH6195_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6195+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6195
 DH6195  HISTORY     - Date     Condition        Report By
 DH6195  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6195  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6195
 DH6195                          STATION DESCRIPTION
 DH6195
 DH6195'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6195'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 WITH STATE
 DH6195'HIGHWAY 71, ABOUT 29 MILES WEST OF THE CITY OF JOLIET ILLINOIS, GO
 DH6195'EAST ON STATE HIGHWAY 52 FOR 2.6 MILES TO THE JUNCTION OF STATE
 DH6195'HIGHWAY 52 WITH COUNTY LINE ROAD, TURN RIGHT AND GO SOUTH FOR 2.0
 DH6195'MILES TO THE STATION ON THE LEFT.  THE STATION IS SET ON THE EAST SIDE
 DH6195'OF NORTH LA SALLE ROAD.  THE STATION IS STAINLESS STEEL ROD DRIVEN TO
 DH6195'REFUSAL AND ENCLOSED IN A 6 INCH PVC PIPE WITH ALUMINUM ACCESS COVER.
 DH6195'THE STATION IS 28.2 METERS SOUTHEAST OF A IRON PIPE, IN THE ROADWAY,
 DH6195'AT THE INTERSECTION OF THE CENTERLINE OF LA SALLE ROAD AND AN EXTENDED
 DH6195'LINE FROM A FENCELINE FROM THE EAST, 16.9 METERS EAST OF A POWER POLE
 DH6195'ON THE WEST RIGHT OF WAY OF LA SALLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6196 ***********************************************************************
 DH6196  DESIGNATION -  GRUNDY COUNTY GIS 0219
 DH6196  PID         -  DH6196
 DH6196  STATE/COUNTY-  IL/GRUNDY
 DH6196  USGS QUAD   -  LISBON (1993)
 DH6196
 DH6196                         *CURRENT SURVEY CONTROL
 DH6196  ___________________________________________________________________
 DH6196* NAD 83(1997)-  41 24 51.43994(N)    088 28 49.79978(W)     ADJUSTED  
 DH6196* NAVD 88     -       177.2    (meters)     581.     (feet)  GPS OBS   
 DH6196  ___________________________________________________________________
 DH6196  X           -     127,027.550 (meters)                     COMP
 DH6196  Y           -  -4,788,704.079 (meters)                     COMP
 DH6196  Z           -   4,197,133.400 (meters)                     COMP
 DH6196  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DH6196  ELLIP HEIGHT-         144.22  (meters)          (09/13/05) GPS OBS
 DH6196  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DH6196
 DH6196  HORZ ORDER  -  FIRST
 DH6196  ELLP ORDER  -  THIRD     CLASS I
 DH6196
 DH6196.The horizontal coordinates were established by GPS observations
 DH6196.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6196
 DH6196.The orthometric height was determined by GPS observations and a
 DH6196.high-resolution geoid model.
 DH6196
 DH6196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6196
 DH6196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6196
 DH6196.The ellipsoidal height was determined by GPS observations
 DH6196.and is referenced to NAD 83.
 DH6196
 DH6196.The geoid height was determined by GEOID03.
 DH6196
 DH6196;                    North         East     Units Scale Factor Converg.
 DH6196;SPC IL E     -   527,061.158   287,696.270   MT  0.99997686   -0 05 50.5
 DH6196;SPC IL E     - 1,729,199.82    943,883.51   sFT  0.99997686   -0 05 50.5
 DH6196;UTM  16      - 4,585,806.302   376,268.842   MT  0.99978841   -0 58 46.1
 DH6196
 DH6196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6196!SPC IL E     -   0.99997738  x   0.99997686  =   0.99995424
 DH6196!UTM  16      -   0.99997738  x   0.99978841  =   0.99976579
 DH6196
 DH6196                          SUPERSEDED SURVEY CONTROL
 DH6196
 DH6196.No superseded survey control is available for this station.
 DH6196
 DH6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7626985806(NAD 83)
 DH6196_MARKER: I = METAL ROD
 DH6196_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6196_STAMPING: NONE
 DH6196_MARK LOGO: NONE  
 DH6196_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6196+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6196
 DH6196  HISTORY     - Date     Condition        Report By
 DH6196  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6196  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6196
 DH6196                          STATION DESCRIPTION
 DH6196
 DH6196'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6196'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 WITH STATE
 DH6196'HIGHWAY 47, ABOUT 20 MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS,
 DH6196'GO NORTH ON STATE HIGHWAY 47 FOR 1.9 MILES TO THE JUNCTION OF STATE
 DH6196'HIGHWAY 47 WITH COUNTY ROAD 9000 NORTH(NELSON ROAD), TURN LEFT ON
 DH6196'NELSON ROAD AND GO WEST FOR 3.0 MILES TO COUNTY ROAD 3000
 DH6196'WEST(SARATOGA ROAD) AND THE STATION ON THE LEFT.  THE STATION IS
 DH6196'LOCATED IN THE SOUTHEAST QUADRANT OF SARATOGA ROAD WITH NELSON ROAD.
 DH6196'THE STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCLOSED IN  A
 DH6196'6 INCH PVC WITH AN ALUMINUM ACCESS COVER.  THE STATION IS 20.3 METERS
 DH6196'SOUTHEAST OF AN IRON PIPE, IN THE ROADWAY, AT THE NORTH SIDE OF THE
 DH6196'INTERSECTION OF NELSON ROAD AND SARATOGA ROAD, 9.1 METERS EAST OF AN
 DH6196'IRON PIPE, IN THE ROADWAY, AT THE SOUTH SIDE OF THE INTERSECTION OF
 DH6196'NELSON ROAD AND SARATOGA ROAD, 23 METERS NORTHEAST OF A STOP SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6197 ***********************************************************************
 DH6197  DESIGNATION -  GRUNDY COUNTY GIS 0122
 DH6197  PID         -  DH6197
 DH6197  STATE/COUNTY-  IL/GRUNDY
 DH6197  USGS QUAD   -  STAVANGER (1970)
 DH6197
 DH6197                         *CURRENT SURVEY CONTROL
 DH6197  ___________________________________________________________________
 DH6197* NAD 83(1997)-  41 24 50.24477(N)    088 32 19.53446(W)     ADJUSTED  
 DH6197* NAVD 88     -       182.4    (meters)     598.     (feet)  GPS OBS   
 DH6197  ___________________________________________________________________
 DH6197  X           -     122,158.946 (meters)                     COMP
 DH6197  Y           -  -4,788,859.087 (meters)                     COMP
 DH6197  Z           -   4,197,109.220 (meters)                     COMP
 DH6197  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DH6197  ELLIP HEIGHT-         149.47  (meters)          (09/13/05) GPS OBS
 DH6197  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 DH6197
 DH6197  HORZ ORDER  -  FIRST
 DH6197  ELLP ORDER  -  THIRD     CLASS I
 DH6197
 DH6197.The horizontal coordinates were established by GPS observations
 DH6197.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6197
 DH6197.The orthometric height was determined by GPS observations and a
 DH6197.high-resolution geoid model.
 DH6197
 DH6197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6197
 DH6197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6197
 DH6197.The ellipsoidal height was determined by GPS observations
 DH6197.and is referenced to NAD 83.
 DH6197
 DH6197.The geoid height was determined by GEOID03.
 DH6197
 DH6197;                    North         East     Units Scale Factor Converg.
 DH6197;SPC IL E     -   527,034.201   282,825.437   MT  0.99997863   -0 08 09.2
 DH6197;SPC IL E     - 1,729,111.37    927,903.12   sFT  0.99997863   -0 08 09.2
 DH6197;UTM  16      - 4,585,854.328   371,399.056   MT  0.99980353   -1 01 04.9
 DH6197
 DH6197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6197!SPC IL E     -   0.99997656  x   0.99997863  =   0.99995519
 DH6197!UTM  16      -   0.99997656  x   0.99980353  =   0.99978009
 DH6197
 DH6197                          SUPERSEDED SURVEY CONTROL
 DH6197
 DH6197.No superseded survey control is available for this station.
 DH6197
 DH6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7139985854(NAD 83)
 DH6197_MARKER: I = METAL ROD
 DH6197_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6197_STAMPING: NONE
 DH6197_MARK LOGO: NONE  
 DH6197_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6197+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6197
 DH6197  HISTORY     - Date     Condition        Report By
 DH6197  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6197  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6197
 DH6197                          STATION DESCRIPTION
 DH6197
 DH6197'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6197'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 WITH COUNTY
 DH6197'HIGHWAY 25, ABOUT 27 MILES WEST OF THE CITY OF JOLIET ILLINOIS, GO
 DH6197'SOUTH ON COUNTY HIGHWAY 25 FOR 5.0 MILES TO THE JUNCTION OF COUNTY
 DH6197'HIGHWAY 25 WITH HOGE ROAD TO THE LEFT, TURN LEFT AND GO EAST ON HOGE
 DH6197'ROAD FOR 4.0 MILES AND THE STATION ON THE RIGHT.  THE STATION IS SET
 DH6197'SOUTH OF HOGE ROAD, THE STATION IS 20 METERS WEST OF THE CENTERLINE OF
 DH6197'A TRANSMISSION LINE, 8 METERS SOUTH OF THE CENTERLINE OF HOGE
 DH6197'ROAD(GRAVEL), 4 METERS EAST OF THE EXTENDED CENTER OF A PRIVATE
 DH6197'ENTRANCE TO A FARM HOUSE, 1.0 METERS EAST OF A FENCE POST.  THE
 DH6197'STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCLOSED IN A 6
 DH6197'INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6198 ***********************************************************************
 DH6198  DESIGNATION -  GRUNDY COUNTY GIS 0317
 DH6198  PID         -  DH6198
 DH6198  STATE/COUNTY-  IL/GRUNDY
 DH6198  USGS QUAD   -  MINOOKA (1993)
 DH6198
 DH6198                         *CURRENT SURVEY CONTROL
 DH6198  ___________________________________________________________________
 DH6198* NAD 83(1997)-  41 25 02.26164(N)    088 20 33.67103(W)     ADJUSTED  
 DH6198* NAVD 88     -       162.9    (meters)     534.     (feet)  GPS OBS   
 DH6198  ___________________________________________________________________
 DH6198  X           -     138,538.744 (meters)                     COMP
 DH6198  Y           -  -4,788,153.196 (meters)                     COMP
 DH6198  Z           -   4,197,374.306 (meters)                     COMP
 DH6198  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DH6198  ELLIP HEIGHT-         129.91  (meters)          (09/13/05) GPS OBS
 DH6198  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 DH6198
 DH6198  HORZ ORDER  -  FIRST
 DH6198  ELLP ORDER  -  THIRD     CLASS I
 DH6198
 DH6198.The horizontal coordinates were established by GPS observations
 DH6198.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6198
 DH6198.The orthometric height was determined by GPS observations and a
 DH6198.high-resolution geoid model.
 DH6198
 DH6198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6198
 DH6198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6198
 DH6198.The ellipsoidal height was determined by GPS observations
 DH6198.and is referenced to NAD 83.
 DH6198
 DH6198.The geoid height was determined by GEOID03.
 DH6198
 DH6198;                    North         East     Units Scale Factor Converg.
 DH6198;SPC IL E     -   527,384.595   299,218.082   MT  0.99997501   -0 00 22.3
 DH6198;SPC IL E     - 1,730,260.96    981,684.66   sFT  0.99997501   -0 00 22.3
 DH6198;UTM  16      - 4,585,952.286   387,791.913   MT  0.99975495   -0 53 18.0
 DH6198
 DH6198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6198!SPC IL E     -   0.99997962  x   0.99997501  =   0.99995463
 DH6198!UTM  16      -   0.99997962  x   0.99975495  =   0.99973458
 DH6198
 DH6198                          SUPERSEDED SURVEY CONTROL
 DH6198
 DH6198.No superseded survey control is available for this station.
 DH6198
 DH6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8779285952(NAD 83)
 DH6198_MARKER: I = METAL ROD
 DH6198_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6198_STAMPING: NONE
 DH6198_MARK LOGO: NONE  
 DH6198_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6198+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6198
 DH6198  HISTORY     - Date     Condition        Report By
 DH6198  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6198  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6198
 DH6198                          STATION DESCRIPTION
 DH6198
 DH6198'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6198'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 AND STATE
 DH6198'HIGHWAY 47, ABOUT 20 MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS,
 DH6198'GO SOUTH ON STATE HIGHWAY 47 FOR 0.4 MILES TO ILLINOIS ROUTE 6, TO THE
 DH6198'LEFT, TURN LEFT ON ILLINOIS ROUTE 6 AND GO EAST FOR 5.0 MILES TO A
 DH6198'GRAVEL FRONTAGE ROAD ON THE LEFT, AND THE STATION ON THE LEFT, THE
 DH6198'STATION IS SET 18.9 METERS NORTH OF THE CENTERLINE OF ILLINOIS ROUTE
 DH6198'6, 0.75 METERS WEST OF A GRUNDY COUNTY GIS MARKER SIGN, 4 METERS SOUTH
 DH6198'OF A CULTIVATED FIELD AND IN THE NORTHWEST QUADRANT OF ILLINOIS ROUTE
 DH6198'6 WITH A GRAVEL FRONTAGE ROAD.  THE STATION IS A STAINLESS STEEL ROD
 DH6198'DRIVEN TO REFUSAL ENCLOSED IN A PVC PIPE WITH AN ALUMINUM ACCESS
 DH6198'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6199 ***********************************************************************
 DH6199  DESIGNATION -  GRUNDY COUNTY GIS 0502
 DH6199  PID         -  DH6199
 DH6199  STATE/COUNTY-  IL/GRUNDY
 DH6199  USGS QUAD   -  MORRIS (1993)
 DH6199
 DH6199                         *CURRENT SURVEY CONTROL
 DH6199  ___________________________________________________________________
 DH6199* NAD 83(1997)-  41 22 16.98695(N)    088 25 59.40528(W)     ADJUSTED  
 DH6199* NAVD 88     -       159.5    (meters)     523.     (feet)  GPS OBS   
 DH6199  ___________________________________________________________________
 DH6199  X           -     131,069.224 (meters)                     COMP
 DH6199  Y           -  -4,791,733.840 (meters)                     COMP
 DH6199  Z           -   4,193,547.039 (meters)                     COMP
 DH6199  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DH6199  ELLIP HEIGHT-         126.59  (meters)          (09/13/05) GPS OBS
 DH6199  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 DH6199
 DH6199  HORZ ORDER  -  FIRST
 DH6199  ELLP ORDER  -  THIRD     CLASS I
 DH6199
 DH6199.The horizontal coordinates were established by GPS observations
 DH6199.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6199
 DH6199.The orthometric height was determined by GPS observations and a
 DH6199.high-resolution geoid model.
 DH6199
 DH6199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6199
 DH6199.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6199
 DH6199.The ellipsoidal height was determined by GPS observations
 DH6199.and is referenced to NAD 83.
 DH6199
 DH6199.The geoid height was determined by GEOID03.
 DH6199
 DH6199;                    North         East     Units Scale Factor Converg.
 DH6199;SPC IL E     -   522,290.694   291,647.914   MT  0.99997586   -0 03 57.5
 DH6199;SPC IL E     - 1,713,548.72    956,848.20   sFT  0.99997586   -0 03 57.5
 DH6199;UTM  16      - 4,580,976.529   380,145.854   MT  0.99977679   -0 56 50.4
 DH6199
 DH6199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6199!SPC IL E     -   0.99998014  x   0.99997586  =   0.99995600
 DH6199!UTM  16      -   0.99998014  x   0.99977679  =   0.99975694
 DH6199
 DH6199                          SUPERSEDED SURVEY CONTROL
 DH6199
 DH6199.No superseded survey control is available for this station.
 DH6199
 DH6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8014680977(NAD 83)
 DH6199_MARKER: I = METAL ROD
 DH6199_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6199_STAMPING: NONE
 DH6199_MARK LOGO: NONE  
 DH6199_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6199+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6199
 DH6199  HISTORY     - Date     Condition        Report By
 DH6199  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6199  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6199
 DH6199                          STATION DESCRIPTION
 DH6199
 DH6199'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6199'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 AND STATE
 DH6199'HIGHWAY 47, IN THE CITY OF MORRIS, ABOUT 20 MILES SOUTHWEST OF THE
 DH6199'CITY OF JOLIET ILLINOIS, GO SOUTH ON STATE HIGHWAY 47 FOR 1.0 MILES TO
 DH6199'ILLINOIS ROUTE 6(BEDFORD ROAD) TO THE RIGHT, TURN RIGHT AND GO WEST
 DH6199'FOR 0.6 MILES TO THE STATION ON THE LEFT.  THE STATION IS LOCATED
 DH6199'SOUTH OF THE RIGHT OF WAY OF ILLINOIS ROUTE 6 AND AT THE WEST END OF
 DH6199'THE COUNTY BUILDING PARKING LOT.  THE STATION IS A STAINLESS STEEL ROD
 DH6199'DRIVEN TO REFUSAL AND ENCLOSED IN A 6 INCH PVC PIPE WITH AN ALUMINUM
 DH6199'ACCESS COVER.  THE STATION IS 25.0 METERS EAST OF THE NORTHEAST CORNER
 DH6199'OF A METAL BUILDING(SEARS COMPANY), 12.4 METERS WEST OF THE
 DH6199'NORTHWESTERN MOST CURB CORNER OF THE PARKING LOT OF THE GRUNDY COUNTY
 DH6199'ADMINISTRATION BUILDING, 0.5 METERS EAST OF A GRUNDY COUNTY GIS MARKER
 DH6199'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6200 ***********************************************************************
 DH6200  DESIGNATION -  GRUNDY COUNTY GIS 0304
 DH6200  PID         -  DH6200
 DH6200  STATE/COUNTY-  IL/GRUNDY
 DH6200  USGS QUAD   -  MINOOKA (1993)
 DH6200
 DH6200                         *CURRENT SURVEY CONTROL
 DH6200  ___________________________________________________________________
 DH6200* NAD 83(1997)-  41 27 13.21783(N)    088 18 56.93149(W)     ADJUSTED  
 DH6200* NAVD 88     -       167.3    (meters)     549.     (feet)  GPS OBS   
 DH6200  ___________________________________________________________________
 DH6200  X           -     140,705.922 (meters)                     COMP
 DH6200  Y           -  -4,785,418.512 (meters)                     COMP
 DH6200  Z           -   4,200,406.184 (meters)                     COMP
 DH6200  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DH6200  ELLIP HEIGHT-         134.38  (meters)          (09/13/05) GPS OBS
 DH6200  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 DH6200
 DH6200  HORZ ORDER  -  FIRST
 DH6200  ELLP ORDER  -  THIRD     CLASS I
 DH6200
 DH6200.The horizontal coordinates were established by GPS observations
 DH6200.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6200
 DH6200.The orthometric height was determined by GPS observations and a
 DH6200.high-resolution geoid model.
 DH6200
 DH6200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6200
 DH6200.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6200
 DH6200.The ellipsoidal height was determined by GPS observations
 DH6200.and is referenced to NAD 83.
 DH6200
 DH6200.The geoid height was determined by GEOID03.
 DH6200
 DH6200;                    North         East     Units Scale Factor Converg.
 DH6200;SPC IL E     -   531,424.683   301,463.777   MT  0.99997503   +0 00 41.8
 DH6200;SPC IL E     - 1,743,515.81    989,052.41   sFT  0.99997503   +0 00 41.8
 DH6200;UTM  16      - 4,589,956.415   390,099.049   MT  0.99974864   -0 52 16.2
 DH6200
 DH6200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6200!SPC IL E     -   0.99997892  x   0.99997503  =   0.99995395
 DH6200!UTM  16      -   0.99997892  x   0.99974864  =   0.99972757
 DH6200
 DH6200                          SUPERSEDED SURVEY CONTROL
 DH6200
 DH6200.No superseded survey control is available for this station.
 DH6200
 DH6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9009989956(NAD 83)
 DH6200_MARKER: I = METAL ROD
 DH6200_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6200_STAMPING: NONE
 DH6200_MARK LOGO: NONE  
 DH6200_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6200+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6200
 DH6200  HISTORY     - Date     Condition        Report By
 DH6200  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6200  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6200
 DH6200                          STATION DESCRIPTION
 DH6200
 DH6200'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6200'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 WITH ILLINOIS
 DH6200'ROUTE 5 TO THE SOUTH, ABOUT 11 MILES SOUTHWEST OF THE CITY OF JOLIET
 DH6200'ILLINOIS, GO SOUTH ON ILLINOIS ROUTE 5(SOUTH RIDGE ROAD) FOR 0.5 MILES
 DH6200'TO MINOOKA ROAD, TURN RIGHT ON MINOOKA ROAD AND GO WEST FOR 2.3 MILES
 DH6200'TO SHADY OAKS DRIVE ON THE LEFT AND THE STATION ON THE LEFT.  THE
 DH6200'STATION IS SET IN THE SOUTHWEST QUAD OF MINOOKA ROAD AND SHADY OAKS
 DH6200'DRIVE.  THE STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DH6200'ENCLOSED IN A 6 INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER.  THE
 DH6200'STATION IS 32.1 METERS SOUTHWEST OF A POWER POLE IN THE SOUTHEAST QUAD
 DH6200'OF MINOOKA ROAD AND SHADY OAKS DRIVE, 27.5 METERS SOUTHWEST OF A
 DH6200'HYDRANT IN THE SOUTHEAST QUAD OF MINOOKA ROAD AND SHADY OAKS DRIVE,
 DH6200'27.1 METERS NORTHWEST OF A POWER POLE ON THE EAST SIDE OF SHADY OAKS
 DH6200'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6201 ***********************************************************************
 DH6201  DESIGNATION -  GRUNDY COUNTY GIS 0431
 DH6201  PID         -  DH6201
 DH6201  STATE/COUNTY-  IL/GRUNDY
 DH6201  USGS QUAD   -  SENECA (1980)
 DH6201
 DH6201                         *CURRENT SURVEY CONTROL
 DH6201  ___________________________________________________________________
 DH6201* NAD 83(1997)-  41 17 22.63765(N)    088 35 21.57293(W)     ADJUSTED  
 DH6201* NAVD 88     -       189.1    (meters)     620.     (feet)  GPS OBS   
 DH6201  ___________________________________________________________________
 DH6201  X           -     118,157.234 (meters)                     COMP
 DH6201  Y           -  -4,798,090.809 (meters)                     COMP
 DH6201  Z           -   4,186,747.708 (meters)                     COMP
 DH6201  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DH6201  ELLIP HEIGHT-         156.32  (meters)          (09/13/05) GPS OBS
 DH6201  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DH6201
 DH6201  HORZ ORDER  -  FIRST
 DH6201  ELLP ORDER  -  THIRD     CLASS I
 DH6201
 DH6201.The horizontal coordinates were established by GPS observations
 DH6201.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6201
 DH6201.The orthometric height was determined by GPS observations and a
 DH6201.high-resolution geoid model.
 DH6201
 DH6201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6201
 DH6201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6201
 DH6201.The ellipsoidal height was determined by GPS observations
 DH6201.and is referenced to NAD 83.
 DH6201
 DH6201.The geoid height was determined by GEOID03.
 DH6201
 DH6201;                    North         East     Units Scale Factor Converg.
 DH6201;SPC IL E     -   513,237.021   278,557.106   MT  0.99998066   -0 10 08.1
 DH6201;SPC IL E     - 1,683,845.13    913,899.44   sFT  0.99998066   -0 10 08.1
 DH6201;UTM  16      - 4,572,126.731   366,919.832   MT  0.99981796   -1 02 56.0
 DH6201
 DH6201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6201!SPC IL E     -   0.99997548  x   0.99998066  =   0.99995614
 DH6201!UTM  16      -   0.99997548  x   0.99981796  =   0.99979345
 DH6201
 DH6201                          SUPERSEDED SURVEY CONTROL
 DH6201
 DH6201.No superseded survey control is available for this station.
 DH6201
 DH6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6692072127(NAD 83)
 DH6201_MARKER: I = METAL ROD
 DH6201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6201_STAMPING: NONE
 DH6201_MARK LOGO: NONE  
 DH6201_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6201+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6201
 DH6201  HISTORY     - Date     Condition        Report By
 DH6201  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6201  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6201
 DH6201                          STATION DESCRIPTION
 DH6201
 DH6201'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6201'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 WITH STATE
 DH6201'HIGHWAY 170, ABOUT 30 MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS,
 DH6201'GO SOUTH ON STATE HIGHWAY 170 FOR 1.7 MILES TO COUNTY ROAD 36 TO THE
 DH6201'LEFT, TURN LEFT ON COUNTY ROAD 36 AND GO EAST FOR 0.75 MILES TO EAST
 DH6201'30TH ROAD ON THE RIGHT, TURN RIGHT ON EAST 30TH ROAD AND GO SOUTH FOR
 DH6201'0.75 MILES TO INDIAN TRAIL ROAD AND THE STATION ON THE LEFT.  THE
 DH6201'STATION IS SET IN THE SOUTHEAST QUADRANT OF LA SALLE ROAD AND INDIAN
 DH6201'TRAIL ROAD.  THE STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DH6201'ENCLOSED IN  A 6 INCH PVC WITH AN ALUMINUM ACCESS COVER.  THE STATION
 DH6201'IS 7.0 METERS EAST OF THE CENTERLINE OF LA SALLE ROAD, 7.0 METERS
 DH6201'SOUTH OF THE CENTERLINE OF INDIAN TRAIL ROAD, 1.0 METERS SOUTH OF A
 DH6201'METAL ROAD SIGN.  ---NOTE--GPS OBSERVATION ARE QUESTIONABLE DUE TO
 DH6201'OVERHEAD TRANSMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6202 ***********************************************************************
 DH6202  DESIGNATION -  GRUNDY COUNTY GIS 0703
 DH6202  PID         -  DH6202
 DH6202  STATE/COUNTY-  IL/GRUNDY
 DH6202  USGS QUAD   -  SENECA (1980)
 DH6202
 DH6202                         *CURRENT SURVEY CONTROL
 DH6202  ___________________________________________________________________
 DH6202* NAD 83(1997)-  41 16 58.35428(N)    088 32 00.73448(W)     ADJUSTED  
 DH6202* NAVD 88     -       191.3    (meters)     628.     (feet)  GPS OBS   
 DH6202  ___________________________________________________________________
 DH6202  X           -     122,841.734 (meters)                     COMP
 DH6202  Y           -  -4,798,469.294 (meters)                     COMP
 DH6202  Z           -   4,186,186.233 (meters)                     COMP
 DH6202  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DH6202  ELLIP HEIGHT-         158.53  (meters)          (09/13/05) GPS OBS
 DH6202  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DH6202
 DH6202  HORZ ORDER  -  FIRST
 DH6202  ELLP ORDER  -  THIRD     CLASS I
 DH6202
 DH6202.The horizontal coordinates were established by GPS observations
 DH6202.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6202
 DH6202.The orthometric height was determined by GPS observations and a
 DH6202.high-resolution geoid model.
 DH6202
 DH6202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6202
 DH6202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6202
 DH6202.The ellipsoidal height was determined by GPS observations
 DH6202.and is referenced to NAD 83.
 DH6202
 DH6202.The geoid height was determined by GEOID03.
 DH6202
 DH6202;                    North         East     Units Scale Factor Converg.
 DH6202;SPC IL E     -   512,475.625   283,228.433   MT  0.99997846   -0 07 55.5
 DH6202;SPC IL E     - 1,681,347.11    929,225.28   sFT  0.99997846   -0 07 55.5
 DH6202;UTM  16      - 4,571,293.829   371,578.128   MT  0.99980297   -1 00 43.0
 DH6202
 DH6202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6202!SPC IL E     -   0.99997513  x   0.99997846  =   0.99995359
 DH6202!UTM  16      -   0.99997513  x   0.99980297  =   0.99977811
 DH6202
 DH6202                          SUPERSEDED SURVEY CONTROL
 DH6202
 DH6202.No superseded survey control is available for this station.
 DH6202
 DH6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7157871294(NAD 83)
 DH6202_MARKER: I = METAL ROD
 DH6202_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6202_STAMPING: NONE
 DH6202_MARK LOGO: NONE  
 DH6202_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6202+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6202
 DH6202  HISTORY     - Date     Condition        Report By
 DH6202  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6202  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6202
 DH6202                          STATION DESCRIPTION
 DH6202
 DH6202'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6202'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 WITH STATE
 DH6202'HIGHWAY 170, ON THE NORTH END OF THE TOWN OF SENECA ILLINOIS, ABOUT 30
 DH6202'MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS, GO SOUTH ON STATE
 DH6202'HIGHWAY 170(MAIN STREET) FOR 1.7 MILES TO COUNTY HIGHWAY 36(WEST
 DH6202'DUPONT ROAD) TO THE LEFT, TURN LEFT ON WEST DUPONT ROAD AND GO EAST
 DH6202'FOR 1.4 MILES TO COUNTY HIGHWAY 6(KINSMAN ROAD) ON THE RIGHT, TURN
 DH6202'RIGHT ON KINSMAN ROAD AND GO SOUTH FOR 1.1 MILES TO WEST INDIAN TRAIL
 DH6202'ROAD, TURN LEFT ON WEST INDIAN TRAIL ROAD AND GO EAST FOR 2.0 MILES TO
 DH6202'COUNTY ROAD 13(GONNAM ROAD) TO THE RIGHT, TURN RIGHT ON GONNAM ROAD
 DH6202'AND GO SOUTH FOR 0.5 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 DH6202'A STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCLOSED IN A 6 INCH PVC PIPE
 DH6202'WITH AN ALUMINUM ACCESS COVER.  THE STATION IS SET ON THE EAST SIDE OF
 DH6202'GONNAM ROAD, 12.2 METERS EAST OF THE CENTERLINE OF GONNAM ROAD, 21.1
 DH6202'METERS EAST OF AN IRON PIPE ON THE WEST RIGHT OF WAY OF GONNAM ROAD,
 DH6202'7.3 METERS WEST OF AN IRON PIPE ON THE EAST RIGHT OF WAY OF GONNAM
 DH6202'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6203 ***********************************************************************
 DH6203  DESIGNATION -  GRUNDY COUNTY GIS 0423
 DH6203  PID         -  DH6203
 DH6203  STATE/COUNTY-  IL/GRUNDY
 DH6203  USGS QUAD   -  SENECA (1980)
 DH6203
 DH6203                         *CURRENT SURVEY CONTROL
 DH6203  ___________________________________________________________________
 DH6203* NAD 83(1997)-  41 19 25.43812(N)    088 30 23.78319(W)     ADJUSTED  
 DH6203* NAVD 88     -       180.8    (meters)     593.     (feet)  GPS OBS   
 DH6203  ___________________________________________________________________
 DH6203  X           -     125,018.897 (meters)                     COMP
 DH6203  Y           -  -4,795,409.044 (meters)                     COMP
 DH6203  Z           -   4,189,588.034 (meters)                     COMP
 DH6203  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DH6203  ELLIP HEIGHT-         147.94  (meters)          (09/13/05) GPS OBS
 DH6203  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 DH6203
 DH6203  HORZ ORDER  -  FIRST
 DH6203  ELLP ORDER  -  THIRD     CLASS I
 DH6203
 DH6203.The horizontal coordinates were established by GPS observations
 DH6203.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6203
 DH6203.The orthometric height was determined by GPS observations and a
 DH6203.high-resolution geoid model.
 DH6203
 DH6203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6203
 DH6203.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6203
 DH6203.The ellipsoidal height was determined by GPS observations
 DH6203.and is referenced to NAD 83.
 DH6203
 DH6203.The geoid height was determined by GEOID03.
 DH6203
 DH6203;                    North         East     Units Scale Factor Converg.
 DH6203;SPC IL E     -   517,008.190   285,493.558   MT  0.99997759   -0 06 51.9
 DH6203;SPC IL E     - 1,696,217.70    936,656.78   sFT  0.99997759   -0 06 51.9
 DH6203;UTM  16      - 4,575,790.260   373,912.196   MT  0.99979566   -0 59 41.9
 DH6203
 DH6203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6203!SPC IL E     -   0.99997680  x   0.99997759  =   0.99995439
 DH6203!UTM  16      -   0.99997680  x   0.99979566  =   0.99977246
 DH6203
 DH6203                          SUPERSEDED SURVEY CONTROL
 DH6203
 DH6203.No superseded survey control is available for this station.
 DH6203
 DH6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7391275790(NAD 83)
 DH6203_MARKER: I = METAL ROD
 DH6203_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6203_STAMPING: NONE
 DH6203_MARK LOGO: NONE  
 DH6203_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6203+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6203
 DH6203  HISTORY     - Date     Condition        Report By
 DH6203  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6203  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6203
 DH6203                          STATION DESCRIPTION
 DH6203
 DH6203'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6203'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 WITH STATE
 DH6203'HIGHWAY 47, ABOUT 20 MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS,
 DH6203'GO SOUTH ON STATE HIGHWAY 47 FOR 5.7 MILES TO WEST DUPONT ROAD TO THE
 DH6203'RIGHT, TURN RIGHT ON WEST DUPONT ROAD AND GO WEST FOR 3.9 MILES TO
 DH6203'NORTH VERONA ROAD TO THE RIGHT, TURN RIGHT ON NORTH VERONA ROAD AND GO
 DH6203'NORTH FOR 1.0 MILES TO SHABBONA ROAD ON THE LEFT, TURN LEFT ON
 DH6203'SHABBONA ROAD AND GO WEST FOR 0.5 MILES TO SOUTHMOR ROAD ON THE RIGHT,
 DH6203'TURN RIGHT ON SOUTHMOR ROAD AND GO NORTH FOR 0.3 MILES TO THE STATION
 DH6203'ON THE RIGHT.  THE STATION IS SET EAST OF SOUTHMOR ROAD.  THE STATION
 DH6203'IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCLOSED IN A 6 INCH PVC
 DH6203'PIPE WITH AN ALUMINUM ACCESS COVER.  THE STATION IS 5.75 METERS EAST
 DH6203'OF THE CENTERLINE OF SOUTHMOR ROAD, 27.5 METERS NORTH OF A POWER POLE,
 DH6203'ABOUT LEVEL WITH ROAD PAVEMENT, 0.5 METERS WEST OF A GRUNDY COUNTY GIS
 DH6203'MARKER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6204 ***********************************************************************
 DH6204  DESIGNATION -  GRUNDY COUNTY GIS 0724
 DH6204  PID         -  DH6204
 DH6204  STATE/COUNTY-  IL/GRUNDY
 DH6204  USGS QUAD   -  MAZON (1983)
 DH6204
 DH6204                         *CURRENT SURVEY CONTROL
 DH6204  ___________________________________________________________________
 DH6204* NAD 83(1997)-  41 14 22.73735(N)    088 28 26.99378(W)     ADJUSTED  
 DH6204* NAVD 88     -       185.6    (meters)     609.     (feet)  GPS OBS   
 DH6204  ___________________________________________________________________
 DH6204  X           -     127,898.247 (meters)                     COMP
 DH6204  Y           -  -4,801,500.203 (meters)                     COMP
 DH6204  Z           -   4,182,573.669 (meters)                     COMP
 DH6204  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DH6204  ELLIP HEIGHT-         152.90  (meters)          (09/13/05) GPS OBS
 DH6204  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DH6204
 DH6204  HORZ ORDER  -  FIRST
 DH6204  ELLP ORDER  -  THIRD     CLASS I
 DH6204
 DH6204.The horizontal coordinates were established by GPS observations
 DH6204.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6204
 DH6204.The orthometric height was determined by GPS observations and a
 DH6204.high-resolution geoid model.
 DH6204
 DH6204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6204
 DH6204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6204
 DH6204.The ellipsoidal height was determined by GPS observations
 DH6204.and is referenced to NAD 83.
 DH6204
 DH6204.The geoid height was determined by GEOID03.
 DH6204
 DH6204;                    North         East     Units Scale Factor Converg.
 DH6204;SPC IL E     -   507,665.239   288,194.421   MT  0.99997671   -0 05 34.2
 DH6204;SPC IL E     - 1,665,565.04    945,517.86   sFT  0.99997671   -0 05 34.2
 DH6204;UTM  16      - 4,566,408.679   376,468.806   MT  0.99978781   -0 58 18.9
 DH6204
 DH6204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6204!SPC IL E     -   0.99997602  x   0.99997671  =   0.99995273
 DH6204!UTM  16      -   0.99997602  x   0.99978781  =   0.99976383
 DH6204
 DH6204                          SUPERSEDED SURVEY CONTROL
 DH6204
 DH6204.No superseded survey control is available for this station.
 DH6204
 DH6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7646966409(NAD 83)
 DH6204_MARKER: I = METAL ROD
 DH6204_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6204_STAMPING: NONE
 DH6204_MARK LOGO: NONE  
 DH6204_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6204+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6204
 DH6204  HISTORY     - Date     Condition        Report By
 DH6204  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6204  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6204
 DH6204                          STATION DESCRIPTION
 DH6204
 DH6204'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6204'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 80 WITH STATE
 DH6204'HIGHWAY 47, ABOUT 20 MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS,
 DH6204'GO SOUTH ON STATE HIGHWAY 47 FOR 10 MILES TO GRAND RIDGE ROAD ON THE
 DH6204'RIGHT, IN THE COMMUNITY OF MAZON, TURN RIGHT ON GRAND RIDGE ROAD AND
 DH6204'GO WEST FOR 2.9 MILES TO WARD ROAD ON THE LEFT AND THE STATION ON THE
 DH6204'LEFT.  THE STATION IS SET IN THE SOUTHWEST QUADRANT OF GRAND RIDGE
 DH6204'ROAD AND WARD ROAD.  THE STATION IS A STAINLESS STEEL ROD DRIVEN TO
 DH6204'REFUSAL ENCLOSED IN A 6 INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER.
 DH6204'THE STATION IS 10.5 METERS SOUTH OF THE SOUTH EDGE OF PAVEMENT OF
 DH6204'GRAND RIDGE ROAD, 5.0 METERS WEST OF THE WEST EGDE OF PAVEMENT OF WARD
 DH6204'ROAD, 0.75 METERS SOUTH OF A METAL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6206 ***********************************************************************
 DH6206  DESIGNATION -  GRUNDY COUNTY GIS 0617
 DH6206  PID         -  DH6206
 DH6206  STATE/COUNTY-  IL/GRUNDY
 DH6206  USGS QUAD   -  COAL CITY (1993)
 DH6206
 DH6206                         *CURRENT SURVEY CONTROL
 DH6206  ___________________________________________________________________
 DH6206* NAD 83(1997)-  41 20 40.67700(N)    088 20 24.88414(W)     ADJUSTED  
 DH6206* NAVD 88     -       161.7    (meters)     531.     (feet)  GPS OBS   
 DH6206  ___________________________________________________________________
 DH6206  X           -     138,897.215 (meters)                     COMP
 DH6206  Y           -  -4,793,479.081 (meters)                     COMP
 DH6206  Z           -   4,191,318.290 (meters)                     COMP
 DH6206  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DH6206  ELLIP HEIGHT-         128.79  (meters)          (09/13/05) GPS OBS
 DH6206  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DH6206
 DH6206  HORZ ORDER  -  FIRST
 DH6206  ELLP ORDER  -  THIRD     CLASS I
 DH6206
 DH6206.The horizontal coordinates were established by GPS observations
 DH6206.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6206
 DH6206.The orthometric height was determined by GPS observations and a
 DH6206.high-resolution geoid model.
 DH6206
 DH6206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6206
 DH6206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6206
 DH6206.The ellipsoidal height was determined by GPS observations
 DH6206.and is referenced to NAD 83.
 DH6206
 DH6206.The geoid height was determined by GEOID03.
 DH6206
 DH6206;                    North         East     Units Scale Factor Converg.
 DH6206;SPC IL E     -   519,314.798   299,421.490   MT  0.99997500   -0 00 16.4
 DH6206;SPC IL E     - 1,703,785.30    982,352.01   sFT  0.99997500   -0 00 16.4
 DH6206;UTM  16      - 4,577,882.093   387,871.129   MT  0.99975473   -0 53 07.6
 DH6206
 DH6206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6206!SPC IL E     -   0.99997980  x   0.99997500  =   0.99995480
 DH6206!UTM  16      -   0.99997980  x   0.99975473  =   0.99973453
 DH6206
 DH6206                          SUPERSEDED SURVEY CONTROL
 DH6206
 DH6206.No superseded survey control is available for this station.
 DH6206
 DH6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8787177882(NAD 83)
 DH6206_MARKER: I = METAL ROD
 DH6206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6206_STAMPING: NONE
 DH6206_MARK LOGO: NONE  
 DH6206_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6206+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6206
 DH6206  HISTORY     - Date     Condition        Report By
 DH6206  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6206  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6206
 DH6206                          STATION DESCRIPTION
 DH6206
 DH6206'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6206'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6 TO THE WEST
 DH6206'WITH STATE HIGHWAY 47 TO THE SOUTH, ABOUT 20 MILES SOUTHWEST OF THE
 DH6206'CITY OF JOLIET ILLINOIS, GO SOUTH ON STATE HIGHWAY 47 FOR 2.1 MILES TO
 DH6206'COUNTY ROAD 19(PINE BLUFF ROAD), TURN LEFT ON PINE BLUFF ROAD AND GO
 DH6206'EAST FOR 4.3 MILES TO THE JUNCTION OF PINE BLUFF ROAD AND AN ENTRANCE
 DH6206'TO MIDWEST GENERATIONS, TO THE LEFT AND THE STATION ON THE RIGHT.  THE
 DH6206'STATION IS SET ON THE SOUTH SIDE OF THE JUNCTION OF PINE BLUFF ROAD
 DH6206'WITH THE ENTRANCE TO MIDWEST GENERATIONS.  THE STATION IS A STAINLESS
 DH6206'STEEL ROD DRIVEN TO REFUSAL ENCLOSED IN A 6 INCH PVC PIPE WITH AN
 DH6206'ALUMINUM ACCESS COVER. THE STATION IS 13.8 METERS SOUTH OF THE
 DH6206'CENTERLINE-CENTERLINE JUNCTION OF PINE BLUFF ROAD WITH THE ENTRANCE TO
 DH6206'MIDWEST GENERATIONS, 0.5 METERS BELOW ROAD PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6207 ***********************************************************************
 DH6207  DESIGNATION -  GRUNDY COUNTY GIS 0903
 DH6207  PID         -  DH6207
 DH6207  STATE/COUNTY-  IL/GRUNDY
 DH6207  USGS QUAD   -  COAL CITY (1993)
 DH6207
 DH6207                         *CURRENT SURVEY CONTROL
 DH6207  ___________________________________________________________________
 DH6207* NAD 83(1997)-  41 17 13.99896(N)    088 18 15.13314(W)     ADJUSTED  
 DH6207* NAVD 88     -       171.6    (meters)     563.     (feet)  GPS OBS   
 DH6207  ___________________________________________________________________
 DH6207  X           -     142,037.325 (meters)                     COMP
 DH6207  Y           -  -4,797,606.041 (meters)                     COMP
 DH6207  Z           -   4,186,535.901 (meters)                     COMP
 DH6207  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DH6207  ELLIP HEIGHT-         138.81  (meters)          (09/13/05) GPS OBS
 DH6207  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DH6207
 DH6207  HORZ ORDER  -  FIRST
 DH6207  ELLP ORDER  -  THIRD     CLASS I
 DH6207
 DH6207.The horizontal coordinates were established by GPS observations
 DH6207.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6207
 DH6207.The orthometric height was determined by GPS observations and a
 DH6207.high-resolution geoid model.
 DH6207
 DH6207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6207
 DH6207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6207
 DH6207.The ellipsoidal height was determined by GPS observations
 DH6207.and is referenced to NAD 83.
 DH6207
 DH6207.The geoid height was determined by GEOID03.
 DH6207
 DH6207;                    North         East     Units Scale Factor Converg.
 DH6207;SPC IL E     -   512,939.325   302,440.100   MT  0.99997507   +0 01 09.2
 DH6207;SPC IL E     - 1,682,868.44    992,255.56   sFT  0.99997507   +0 01 09.2
 DH6207;UTM  16      - 4,571,462.432   390,790.770   MT  0.99974678   -0 51 38.3
 DH6207
 DH6207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6207!SPC IL E     -   0.99997823  x   0.99997507  =   0.99995330
 DH6207!UTM  16      -   0.99997823  x   0.99974678  =   0.99972501
 DH6207
 DH6207                          SUPERSEDED SURVEY CONTROL
 DH6207
 DH6207.No superseded survey control is available for this station.
 DH6207
 DH6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9079171462(NAD 83)
 DH6207_MARKER: I = METAL ROD
 DH6207_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6207_STAMPING: NONE
 DH6207_MARK LOGO: NONE  
 DH6207_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6207+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6207
 DH6207  HISTORY     - Date     Condition        Report By
 DH6207  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6207  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6207
 DH6207                          STATION DESCRIPTION
 DH6207
 DH6207'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH STATE
 DH6207'HIGHWAY 113, ABOUT 24 MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS,
 DH6207'GO EAST ON STATE HIGHWAY 113 FOR 6.0 MILES TO SOUTH CARBON HILL ROAD
 DH6207'TO THE RIGHT AND NORTH CARBON HILL ROAD TO THE LEFT AND THE STATION ON
 DH6207'THE RIGHT.  THE STATION IS SET IN THE SOUTHEAST QUADRANT OF STATE
 DH6207'HIGHWAY 113 AND CARBON HILL ROAD.  THE STATION IS A STAINLESS STEEL
 DH6207'ROD DRIVEN TO REFUSAL ENCLOSED IN A 6 INCH PVC PIPE WITH AN ALUMINUM
 DH6207'ACCESS COVER.  THE STATION IS 11.0 METERS SOUTH OF THE CENTERLINE OF
 DH6207'STATE HIGHWAY 113, 8.0 METERS NORTH OF A SINGLE TREE, 3.0 METERS SOUTH
 DH6207'OF WOOD SIGN POST, 2.0 METERS NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DH6207'COAL CITY SIGN FOUNDATION, 1.0 METERS EAST OF A RIGHT OF WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6208 ***********************************************************************
 DH6208  DESIGNATION -  GRUNDY COUNTY GIS 0824
 DH6208  PID         -  DH6208
 DH6208  STATE/COUNTY-  IL/GRUNDY
 DH6208  USGS QUAD   -  GARDNER (1983)
 DH6208
 DH6208                         *CURRENT SURVEY CONTROL
 DH6208  ___________________________________________________________________
 DH6208* NAD 83(1997)-  41 14 32.92464(N)    088 21 45.66007(W)     ADJUSTED  
 DH6208* NAVD 88     -       169.9    (meters)     557.     (feet)  GPS OBS   
 DH6208  ___________________________________________________________________
 DH6208  X           -     137,234.121 (meters)                     COMP
 DH6208  Y           -  -4,801,023.353 (meters)                     COMP
 DH6208  Z           -   4,182,799.634 (meters)                     COMP
 DH6208  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DH6208  ELLIP HEIGHT-         137.19  (meters)          (09/13/05) GPS OBS
 DH6208  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 DH6208
 DH6208  HORZ ORDER  -  FIRST
 DH6208  ELLP ORDER  -  THIRD     CLASS I
 DH6208
 DH6208.The horizontal coordinates were established by GPS observations
 DH6208.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6208
 DH6208.The orthometric height was determined by GPS observations and a
 DH6208.high-resolution geoid model.
 DH6208
 DH6208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6208
 DH6208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6208
 DH6208.The ellipsoidal height was determined by GPS observations
 DH6208.and is referenced to NAD 83.
 DH6208
 DH6208.The geoid height was determined by GEOID03.
 DH6208
 DH6208;                    North         East     Units Scale Factor Converg.
 DH6208;SPC IL E     -   507,970.356   297,539.764   MT  0.99997507   -0 01 09.7
 DH6208;SPC IL E     - 1,666,566.08    976,178.38   sFT  0.99997507   -0 01 09.7
 DH6208;UTM  16      - 4,566,570.348   385,815.844   MT  0.99976046   -0 53 54.4
 DH6208
 DH6208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6208!SPC IL E     -   0.99997848  x   0.99997507  =   0.99995355
 DH6208!UTM  16      -   0.99997848  x   0.99976046  =   0.99973895
 DH6208
 DH6208                          SUPERSEDED SURVEY CONTROL
 DH6208
 DH6208.No superseded survey control is available for this station.
 DH6208
 DH6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8581666570(NAD 83)
 DH6208_MARKER: I = METAL ROD
 DH6208_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6208_STAMPING: NONE
 DH6208_MARK LOGO: NONE  
 DH6208_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6208+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6208
 DH6208  HISTORY     - Date     Condition        Report By
 DH6208  HISTORY     - UNK      MONUMENTED       IL-063
 DH6208  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6208
 DH6208                          STATION DESCRIPTION
 DH6208
 DH6208'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6208'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 113 WITH STATE
 DH6208'HIGHWAY 47, ABOUT 24 MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS,
 DH6208'GO SOUTH ON STATE HIGHWAY 47 FOR 3.0 MILES TO EAST GRAND RIDGE ROAD,
 DH6208'ON THE LEFT, IN THE COMMUNITY OF MAZON, TURN LEFT ON EAST GRAND RIDGE
 DH6208'ROAD(ASPHALT) AND GO EAST FOR 2.5 MILES TO WHERE EAST GRAND RIDGE
 DH6208'BECOMES GRAVEL, CONTINUE EAST ON EAST GRAND RIDGE ROAD FOR 0.4 MILES
 DH6208'TO THE STATION ON THE RIGHT.  THE STATION IS 8 METERS SOUTH OF THE
 DH6208'CENTERLINE OF EAST GRAND RIDGE ROAD(GRAVEL), 6 METERS SOUTH OF THE
 DH6208'SOUTH EDGE OF EAST GRAND RIDGE(GRAVEL), 2.0 METERS SOUTH OF THE WEST
 DH6208'END OF A METAL CULVERT, 0.5 METERS NORTH OF A GRUNDY COUNTY GIS MARKER
 DH6208'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9674 ***********************************************************************
 DG9674  DESIGNATION -  GRUNDY COUNTY GIS 1236
 DG9674  PID         -  DG9674
 DG9674  STATE/COUNTY-  IL/GRUNDY
 DG9674  USGS QUAD   -  BUCKINGHAM (1973)
 DG9674
 DG9674                         *CURRENT SURVEY CONTROL
 DG9674  ___________________________________________________________________
 DG9674* NAD 83(1997)-  41 06 52.29109(N)    088 14 28.01349(W)     ADJUSTED  
 DG9674* NAVD 88     -       183.5    (meters)     602.     (feet)  GPS OBS   
 DG9674  ___________________________________________________________________
 DG9674  X           -     147,707.970 (meters)                     COMP
 DG9674  Y           -  -4,810,083.622 (meters)                     COMP
 DG9674  Z           -   4,172,112.971 (meters)                     COMP
 DG9674  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DG9674  ELLIP HEIGHT-         150.95  (meters)          (09/13/05) GPS OBS
 DG9674  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DG9674
 DG9674  HORZ ORDER  -  FIRST
 DG9674  ELLP ORDER  -  THIRD     CLASS I
 DG9674
 DG9674.The horizontal coordinates were established by GPS observations
 DG9674.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9674
 DG9674.The orthometric height was determined by GPS observations and a
 DG9674.high-resolution geoid model.
 DG9674
 DG9674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9674
 DG9674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9674
 DG9674.The ellipsoidal height was determined by GPS observations
 DG9674.and is referenced to NAD 83.
 DG9674
 DG9674.The geoid height was determined by GEOID03.
 DG9674
 DG9674;                    North         East     Units Scale Factor Converg.
 DG9674;SPC IL E     -   493,764.187   307,745.180   MT  0.99997574   +0 03 38.3
 DG9674;SPC IL E     - 1,619,958.00  1,009,660.64   sFT  0.99997574   +0 03 38.3
 DG9674;UTM  16      - 4,552,212.752   395,800.104   MT  0.99973363   -0 48 58.3
 DG9674
 DG9674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9674!SPC IL E     -   0.99997632  x   0.99997574  =   0.99995206
 DG9674!UTM  16      -   0.99997632  x   0.99973363  =   0.99970996
 DG9674
 DG9674                          SUPERSEDED SURVEY CONTROL
 DG9674
 DG9674  NAD 83(1997)-  41 06 52.29169(N)    088 14 28.01356(W) AD(       ) 1
 DG9674  ELLIP H (03/31/05)  150.95   (m)                       GP(       ) 3 2
 DG9674
 DG9674.Superseded values are not recommended for survey control.
 DG9674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9674.See file dsdata.txt to determine how the superseded data were derived.
 DG9674
 DG9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9580052213(NAD 83)
 DG9674_MARKER: I = METAL ROD
 DG9674_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9674_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9674_PROJECTION: FLUSH
 DG9674_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9674+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9674
 DG9674  HISTORY     - Date     Condition        Report By
 DG9674  HISTORY     - 20031201 MONUMENTED       MORSUR
 DG9674  HISTORY     - 20050131 GOOD             MORSUR
 DG9674  HISTORY     - 20050725 GOOD             GEOSPC
 DG9674
 DG9674                          STATION DESCRIPTION
 DG9674
 DG9674'DESCRIBED BY MORRISON SURVEYING COMPANY 2005 (MJM)
 DG9674'POINT IS LOCATED AT THE NW CORNER OF THE INTERSECTION OF ILLINOIS
 DG9674'ROUTE 17 AND KANKAKEE ROAD. POINT IS 47 FT WEST OF THE EDGE OF
 DG9674'KANKAKEE ROAD AND 45 FT NORTH OF THE EDGE OF ILLINOIS STATE ROUTE 17.
 DG9674' 
 DG9674'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9674'WITH CAST CAP AND LID.
 DG9674
 DG9674                          STATION RECOVERY (2005)
 DG9674
 DG9674'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9674'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9675 ***********************************************************************
 DG9675  DESIGNATION -  GRUNDY COUNTY GIS 1224
 DG9675  PID         -  DG9675
 DG9675  STATE/COUNTY-  IL/GRUNDY
 DG9675  USGS QUAD   -  GARDNER (1983)
 DG9675
 DG9675                         *CURRENT SURVEY CONTROL
 DG9675  ___________________________________________________________________
 DG9675* NAD 83(1997)-  41 09 28.23621(N)    088 15 07.73285(W)     ADJUSTED  
 DG9675* NAVD 88     -       179.5    (meters)     589.     (feet)  GPS OBS   
 DG9675  ___________________________________________________________________
 DG9675  X           -     146,685.088 (meters)                     COMP
 DG9675  Y           -  -4,806,945.512 (meters)                     COMP
 DG9675  Z           -   4,175,733.558 (meters)                     COMP
 DG9675  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DG9675  ELLIP HEIGHT-         146.83  (meters)          (09/13/05) GPS OBS
 DG9675  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DG9675
 DG9675  HORZ ORDER  -  FIRST
 DG9675  ELLP ORDER  -  THIRD     CLASS I
 DG9675
 DG9675.The horizontal coordinates were established by GPS observations
 DG9675.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9675
 DG9675.The orthometric height was determined by GPS observations and a
 DG9675.high-resolution geoid model.
 DG9675
 DG9675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9675
 DG9675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9675
 DG9675.The ellipsoidal height was determined by GPS observations
 DG9675.and is referenced to NAD 83.
 DG9675
 DG9675.The geoid height was determined by GEOID03.
 DG9675
 DG9675;                    North         East     Units Scale Factor Converg.
 DG9675;SPC IL E     -   498,573.903   306,814.051   MT  0.99997557   +0 03 12.4
 DG9675;SPC IL E     - 1,635,737.88  1,006,605.77   sFT  0.99997557   +0 03 12.4
 DG9675;UTM  16      - 4,557,034.997   394,942.925   MT  0.99973583   -0 49 27.0
 DG9675
 DG9675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9675!SPC IL E     -   0.99997697  x   0.99997557  =   0.99995254
 DG9675!UTM  16      -   0.99997697  x   0.99973583  =   0.99971281
 DG9675
 DG9675                          SUPERSEDED SURVEY CONTROL
 DG9675
 DG9675  NAD 83(1997)-  41 09 28.23665(N)    088 15 07.73312(W) AD(       ) 1
 DG9675  ELLIP H (03/31/05)  146.85   (m)                       GP(       ) 3 2
 DG9675
 DG9675.Superseded values are not recommended for survey control.
 DG9675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9675.See file dsdata.txt to determine how the superseded data were derived.
 DG9675
 DG9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9494357035(NAD 83)
 DG9675_MARKER: I = METAL ROD
 DG9675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9675_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9675_PROJECTION: FLUSH
 DG9675_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9675+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9675
 DG9675  HISTORY     - Date     Condition        Report By
 DG9675  HISTORY     - 20031201 MONUMENTED       MORSUR
 DG9675  HISTORY     - 20050131 GOOD             MORSUR
 DG9675  HISTORY     - 20050725 GOOD             GEOSPC
 DG9675
 DG9675                          STATION DESCRIPTION
 DG9675
 DG9675'DESCRIBED BY MORRISON SURVEYING COMPANY 2005 (MJM)
 DG9675'POINT IS LOCATED AT THE INTERSECTION OF GOODFARM ROAD AND HALPIN ROAD.
 DG9675'POINT IS ON THE SOURTH SIDE OF GOODFARM ROAD, WEST OF HALPIN ROAD, 12
 DG9675'FT SOUTH OF THE EDGE OF PAVEMENT AND 24 FT WEST OF A SIGN POST.
 DG9675' 
 DG9675'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9675'WITH CAST CAP AND LID.
 DG9675
 DG9675                          STATION RECOVERY (2005)
 DG9675
 DG9675'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9675'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 20.1 METERS
 DG9675'SOUTHEAST OF A POWER POLE IN THE NORTHWEST QUAD OF GOODFARM ROAD AND
 DG9675'HALPIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9676 ***********************************************************************
 DG9676  DESIGNATION -  GRUNDY COUNTY GIS 1104
 DG9676  PID         -  DG9676
 DG9676  STATE/COUNTY-  IL/GRUNDY
 DG9676  USGS QUAD   -  MAZON (1983)
 DG9676
 DG9676                         *CURRENT SURVEY CONTROL
 DG9676  ___________________________________________________________________
 DG9676* NAD 83(1997)-  41 11 51.29966(N)    088 25 02.77760(W)     ADJUSTED  
 DG9676* NAVD 88     -       181.2    (meters)     594.     (feet)  GPS OBS   
 DG9676  ___________________________________________________________________
 DG9676  X           -     132,736.925 (meters)                     COMP
 DG9676  Y           -  -4,804,445.247 (meters)                     COMP
 DG9676  Z           -   4,179,056.614 (meters)                     COMP
 DG9676  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DG9676  ELLIP HEIGHT-         148.56  (meters)          (09/13/05) GPS OBS
 DG9676  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DG9676
 DG9676  HORZ ORDER  -  FIRST
 DG9676  ELLP ORDER  -  THIRD     CLASS I
 DG9676
 DG9676.The horizontal coordinates were established by GPS observations
 DG9676.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9676
 DG9676.The orthometric height was determined by GPS observations and a
 DG9676.high-resolution geoid model.
 DG9676
 DG9676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9676
 DG9676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9676
 DG9676.The ellipsoidal height was determined by GPS observations
 DG9676.and is referenced to NAD 83.
 DG9676
 DG9676.The geoid height was determined by GEOID03.
 DG9676
 DG9676;                    North         East     Units Scale Factor Converg.
 DG9676;SPC IL E     -   502,987.428   292,945.169   MT  0.99997561   -0 03 19.4
 DG9676;SPC IL E     - 1,650,217.92    961,104.28   sFT  0.99997561   -0 03 19.4
 DG9676;UTM  16      - 4,561,659.490   381,146.345   MT  0.99977385   -0 56 01.4
 DG9676
 DG9676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9676!SPC IL E     -   0.99997670  x   0.99997561  =   0.99995231
 DG9676!UTM  16      -   0.99997670  x   0.99977385  =   0.99975055
 DG9676
 DG9676                          SUPERSEDED SURVEY CONTROL
 DG9676
 DG9676  NAD 83(1997)-  41 11 51.29975(N)    088 25 02.77743(W) AD(       ) 1
 DG9676  ELLIP H (03/31/05)  148.58   (m)                       GP(       ) 3 2
 DG9676
 DG9676.Superseded values are not recommended for survey control.
 DG9676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9676.See file dsdata.txt to determine how the superseded data were derived.
 DG9676
 DG9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8114661659(NAD 83)
 DG9676_MARKER: I = METAL ROD
 DG9676_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9676_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9676_PROJECTION: FLUSH
 DG9676_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9676+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9676
 DG9676  HISTORY     - Date     Condition        Report By
 DG9676  HISTORY     - 20031201 MONUMENTED       MORSUR
 DG9676  HISTORY     - 20050131 GOOD             MORSUR
 DG9676  HISTORY     - 20050725 GOOD             GEOSPC
 DG9676
 DG9676                          STATION DESCRIPTION
 DG9676
 DG9676'DESCRIBED BY MORRISON SURVEYING COMPANY 2005 (MJM)
 DG9676'POINT IS LOCATED ON ILLINOIS ROUTE 47, 1/2 MILE SOUTH OF GRINTER ROAD.
 DG9676'POINT IS ON THE WEST SIDE OF ROUTE 47, 35FT SOUTH OF A POWER POLE, 23
 DG9676'FT EAST OF A FENCE POST AND 48 FT WEST OF A BRASS PLUG IN THE CENTER
 DG9676'OF ROUTE 47.
 DG9676' 
 DG9676'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9676'WITH CAST CAP AND LID.
 DG9676
 DG9676                          STATION RECOVERY (2005)
 DG9676
 DG9676'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9676'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9678 ***********************************************************************
 DG9678  DESIGNATION -  GRUNDY COUNTY GIS 1022
 DG9678  PID         -  DG9678
 DG9678  STATE/COUNTY-  IL/GRUNDY
 DG9678  USGS QUAD   -  KINSMAN (1983)
 DG9678
 DG9678                         *CURRENT SURVEY CONTROL
 DG9678  ___________________________________________________________________
 DG9678* NAD 83(1997)-  41 09 06.97016(N)    088 31 43.70326(W)     ADJUSTED  
 DG9678* NAVD 88     -       197.13   (meters)     646.8    (feet)  LEVELING  
 DG9678  ___________________________________________________________________
 DG9678  X           -     123,484.076 (meters)                     COMP
 DG9678  Y           -  -4,808,042.751 (meters)                     COMP
 DG9678  Z           -   4,175,251.299 (meters)                     COMP
 DG9678  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DG9678  ELLIP HEIGHT-         164.62  (meters)          (09/13/05) GPS OBS
 DG9678  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 DG9678
 DG9678  HORZ ORDER  -  FIRST
 DG9678  VERT ORDER  -  THIRD ?
 DG9678  ELLP ORDER  -  THIRD     CLASS I
 DG9678
 DG9678.The horizontal coordinates were established by GPS observations
 DG9678.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DG9678
 DG9678.The orthometric height was determined by differential leveling.
 DG9678.The vertical network tie was performed by a horz. field party for horz.
 DG9678.obs reductions. Reset procedures were used to establish the elevation.
 DG9678
 DG9678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9678
 DG9678.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9678
 DG9678.The ellipsoidal height was determined by GPS observations
 DG9678.and is referenced to NAD 83.
 DG9678
 DG9678.The geoid height was determined by GEOID03.
 DG9678
 DG9678;                    North         East     Units Scale Factor Converg.
 DG9678;SPC IL E     -   497,933.121   283,592.062   MT  0.99997831   -0 07 43.1
 DG9678;SPC IL E     - 1,633,635.58    930,418.29   sFT  0.99997831   -0 07 43.1
 DG9678;UTM  16      - 4,556,750.014   371,718.673   MT  0.99980253   -1 00 22.2
 DG9678
 DG9678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9678!SPC IL E     -   0.99997418  x   0.99997831  =   0.99995249
 DG9678!UTM  16      -   0.99997418  x   0.99980253  =   0.99977671
 DG9678
 DG9678                          SUPERSEDED SURVEY CONTROL
 DG9678
 DG9678  NAD 83(1997)-  41 09 06.97025(N)    088 31 43.70278(W) AD(       ) 1
 DG9678  ELLIP H (03/31/05)  164.61   (m)                       GP(       ) 3 2
 DG9678
 DG9678.Superseded values are not recommended for survey control.
 DG9678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9678.See file dsdata.txt to determine how the superseded data were derived.
 DG9678
 DG9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7171956750(NAD 83)
 DG9678_MARKER: I = METAL ROD
 DG9678_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9678_STAMPING: GRUNDY COUNTY GIS MONUMENT
 DG9678_PROJECTION: FLUSH
 DG9678_MAGNETIC: I = MARKER IS A STEEL ROD
 DG9678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9678+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DG9678
 DG9678  HISTORY     - Date     Condition        Report By
 DG9678  HISTORY     - 20041130 MONUMENTED       MORSUR
 DG9678  HISTORY     - 20050131 GOOD             MORSUR
 DG9678  HISTORY     - 20050725 GOOD             GEOSPC
 DG9678
 DG9678                          STATION DESCRIPTION
 DG9678
 DG9678'DESCRIBED BY MORRISON SURVEYING COMPANY 2005 (MJM)
 DG9678'POINT IS LOCATED AT THE SE CORNER OF THE INTERSECTION OF GOODFARM ROAD
 DG9678'AND SWELL ROAD. POINT IS 45 FT EAST OF THE EDGE OF SWELL ROAD AND 14
 DG9678'FT SOUTH OF THE EDGE OF GOODFARM ROAD.
 DG9678' 
 DG9678'STATION IS FLUSH WITH SURFACE AND IS STAINLESS STEEL ROD WITH SLEEVE
 DG9678'WITH CAST CAP AND LID.
 DG9678
 DG9678                          STATION RECOVERY (2005)
 DG9678
 DG9678'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DG9678'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 1.7 METERS EAST
 DG9678'OF A GRUNDY COUNTY GIS MARKER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6205 ***********************************************************************
 DH6205  DESIGNATION -  GRUNDY COUNTY GIS 1003
 DH6205  PID         -  DH6205
 DH6205  STATE/COUNTY-  IL/GRUNDY
 DH6205  USGS QUAD   -  KINSMAN (1983)
 DH6205
 DH6205                         *CURRENT SURVEY CONTROL
 DH6205  ___________________________________________________________________
 DH6205* NAD 83(1997)-  41 11 43.23803(N)    088 31 45.72680(W)     ADJUSTED  
 DH6205* NAVD 88     -       196.4    (meters)     644.     (feet)  GPS OBS   
 DH6205  ___________________________________________________________________
 DH6205  X           -     123,355.439 (meters)                     COMP
 DH6205  Y           -  -4,804,870.634 (meters)                     COMP
 DH6205  Z           -   4,178,879.540 (meters)                     COMP
 DH6205  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DH6205  ELLIP HEIGHT-         163.84  (meters)          (09/13/05) GPS OBS
 DH6205  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DH6205
 DH6205  HORZ ORDER  -  FIRST
 DH6205  ELLP ORDER  -  THIRD     CLASS I
 DH6205
 DH6205.The horizontal coordinates were established by GPS observations
 DH6205.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6205
 DH6205.The orthometric height was determined by GPS observations and a
 DH6205.high-resolution geoid model.
 DH6205
 DH6205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6205
 DH6205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6205
 DH6205.The ellipsoidal height was determined by GPS observations
 DH6205.and is referenced to NAD 83.
 DH6205
 DH6205.The geoid height was determined by GEOID03.
 DH6205
 DH6205;                    North         East     Units Scale Factor Converg.
 DH6205;SPC IL E     -   502,753.856   283,555.739   MT  0.99997833   -0 07 44.8
 DH6205;SPC IL E     - 1,649,451.61    930,299.12   sFT  0.99997833   -0 07 44.8
 DH6205;UTM  16      - 4,561,569.892   371,756.211   MT  0.99980241   -1 00 26.7
 DH6205
 DH6205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6205!SPC IL E     -   0.99997430  x   0.99997833  =   0.99995263
 DH6205!UTM  16      -   0.99997430  x   0.99980241  =   0.99977672
 DH6205
 DH6205                          SUPERSEDED SURVEY CONTROL
 DH6205
 DH6205.No superseded survey control is available for this station.
 DH6205
 DH6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7175661570(NAD 83)
 DH6205_MARKER: I = METAL ROD
 DH6205_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6205_STAMPING: NONE
 DH6205_MARK LOGO: NONE  
 DH6205_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6205+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6205
 DH6205  HISTORY     - Date     Condition        Report By
 DH6205  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6205  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6205
 DH6205                          STATION DESCRIPTION
 DH6205
 DH6205'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47 WITH
 DH6205'GARDNER ROAD, ABOUT 30 MILES SOUTHWEST OF THE CITY OF JOLIET ILLINOIS,
 DH6205'GO WEST ON GARDNER ROAD FOR 5.9 MILES TO SWELL ROAD ON THE RIGHT, TURN
 DH6205'RIGHT ON SWELL ROAD AND GO NORTH FOR 1.0 MILES TO BURKHART ROAD AND
 DH6205'THE STATION ON THE RIGHT.  THE STATION IS SET IN THE SOUTHEAST
 DH6205'QUADRANT OF BURKHART ROAD AND SWELL ROAD.  THE STATION IS A STAINLESS
 DH6205'STEEL ROD DRIVEN TO REFUSAL ENCLOSED IN A PVC PIPE  WITH AN ALUMINUM
 DH6205'ACCESS COVER.  THE STATION IS 17.5 METERS SOUTHEAST OF A SIGN POST ON
 DH6205'THE NORTH SIDE OF THE INTERSECTION OF BURKHART ROAD AND SWELL ROAD,
 DH6205'13.5 METERS SOUTHEAST OF AN IRON PIPE, IN THE ROADWAY, AT THE
 DH6205'CENTERLINE-CENTERLINE INTERSECTION OF BURKHART ROAD AND SWELL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6209 ***********************************************************************
 DH6209  DESIGNATION -  GRUNDY COUNTY GIS 1033
 DH6209  PID         -  DH6209
 DH6209  STATE/COUNTY-  IL/GRUNDY
 DH6209  USGS QUAD   -  ODELL (1983)
 DH6209
 DH6209                         *CURRENT SURVEY CONTROL
 DH6209  ___________________________________________________________________
 DH6209* NAD 83(1997)-  41 06 30.36427(N)    088 31 43.82082(W)     ADJUSTED  
 DH6209* NAVD 88     -       201.0    (meters)     659.     (feet)  GPS OBS   
 DH6209  ___________________________________________________________________
 DH6209  X           -     123,563.000 (meters)                     COMP
 DH6209  Y           -  -4,811,222.588 (meters)                     COMP
 DH6209  Z           -   4,171,614.882 (meters)                     COMP
 DH6209  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DH6209  ELLIP HEIGHT-         168.53  (meters)          (09/13/05) GPS OBS
 DH6209  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 DH6209
 DH6209  HORZ ORDER  -  FIRST
 DH6209  ELLP ORDER  -  THIRD     CLASS I
 DH6209
 DH6209.The horizontal coordinates were established by GPS observations
 DH6209.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6209
 DH6209.The orthometric height was determined by GPS observations and a
 DH6209.high-resolution geoid model.
 DH6209
 DH6209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6209
 DH6209.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6209
 DH6209.The ellipsoidal height was determined by GPS observations
 DH6209.and is referenced to NAD 83.
 DH6209
 DH6209.The geoid height was determined by GEOID03.
 DH6209
 DH6209;                    North         East     Units Scale Factor Converg.
 DH6209;SPC IL E     -   493,102.108   283,578.478   MT  0.99997832   -0 07 42.8
 DH6209;SPC IL E     - 1,617,785.83    930,373.72   sFT  0.99997832   -0 07 42.8
 DH6209;UTM  16      - 4,551,920.624   371,631.148   MT  0.99980281   -1 00 19.2
 DH6209
 DH6209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6209!SPC IL E     -   0.99997357  x   0.99997832  =   0.99995189
 DH6209!UTM  16      -   0.99997357  x   0.99980281  =   0.99977638
 DH6209
 DH6209                          SUPERSEDED SURVEY CONTROL
 DH6209
 DH6209.No superseded survey control is available for this station.
 DH6209
 DH6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7163151921(NAD 83)
 DH6209_MARKER: I = METAL ROD
 DH6209_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6209_STAMPING: NONE
 DH6209_MARK LOGO: NONE  
 DH6209_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6209+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6209
 DH6209  HISTORY     - Date     Condition        Report By
 DH6209  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6209  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6209
 DH6209                          STATION DESCRIPTION
 DH6209
 DH6209'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6209'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 55 WITH STATE
 DH6209'HIGHWAY 17, ABOUT 30 MILES WEST OF THE CITY OF KANKAKEE ILLINOIS, GO
 DH6209'WEST ON STATE HIGHWAY 17 FOR 4.0 MILES TO COUNTY HIGHWAY 6(NORTH 2100
 DH6209'ROAD E) TO THE RIGHT, TURN RIGHT ON COUNTY HIGHWAY 6(NORTH 2100 ROAD
 DH6209'E) AND GO NORTH FOR 1.0 MILES TO LIVINGSTON ROAD, TURN LEFT ON
 DH6209'LIVINGSTON ROAD AND GO WEST FOR 0.05 MILES TO SWELL ROAD ON THE RIGHT
 DH6209'AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE NORTHWEST
 DH6209'QUADRANT OF LIVINSTON ROAD AND SWELL ROAD.  THE STATION IS A STAINLESS
 DH6209'STEEL ROD DRIVEN TO REFUSAL ENCLOSED IN A 6 INCH PVC PIPE WITH AN
 DH6209'ALUMINUM ACCESS COVER.  THE STATION IS 18.3 METERS WEST OF A POWER
 DH6209'POLE WITH A GUY WIRE, IN THE NORTHEAST QUAD OF SWELL ROAD AND
 DH6209'LIVINGSTON ROAD, 15.2 METERS NORTH OF A POWER POLE ON THE SOUTH RIGHT
 DH6209'OF WAY OF LIVINGSTON ROAD, 5.4 METERS WEST OF THE TOP CENTER OF A
 DH6209'CONCRETE ENDWALL TO A EAST-WEST CULVERT UNDER SWELL ROAD, 3.5 METERS
 DH6209'WEST OF A METAL ROAD SIGN POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6210 ***********************************************************************
 DH6210  DESIGNATION -  GRUNDY COUNTY GIS 1233
 DH6210  PID         -  DH6210
 DH6210  STATE/COUNTY-  IL/GRUNDY
 DH6210  USGS QUAD   -  CAMPUS (1983)
 DH6210
 DH6210                         *CURRENT SURVEY CONTROL
 DH6210  ___________________________________________________________________
 DH6210* NAD 83(1997)-  41 06 47.69388(N)    088 17 55.21039(W)     ADJUSTED  
 DH6210* NAVD 88     -       184.9    (meters)     607.     (feet)  GPS OBS   
 DH6210  ___________________________________________________________________
 DH6210  X           -     142,878.876 (meters)                     COMP
 DH6210  Y           -  -4,810,323.848 (meters)                     COMP
 DH6210  Z           -   4,172,007.048 (meters)                     COMP
 DH6210  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DH6210  ELLIP HEIGHT-         152.36  (meters)          (09/13/05) GPS OBS
 DH6210  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 DH6210
 DH6210  HORZ ORDER  -  FIRST
 DH6210  ELLP ORDER  -  THIRD     CLASS I
 DH6210
 DH6210.The horizontal coordinates were established by GPS observations
 DH6210.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6210
 DH6210.The orthometric height was determined by GPS observations and a
 DH6210.high-resolution geoid model.
 DH6210
 DH6210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6210
 DH6210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6210
 DH6210.The ellipsoidal height was determined by GPS observations
 DH6210.and is referenced to NAD 83.
 DH6210
 DH6210.The geoid height was determined by GEOID03.
 DH6210
 DH6210;                    North         East     Units Scale Factor Converg.
 DH6210;SPC IL E     -   493,618.852   302,911.373   MT  0.99997510   +0 01 22.1
 DH6210;SPC IL E     - 1,619,481.18    993,801.73   sFT  0.99997510   +0 01 22.1
 DH6210;UTM  16      - 4,552,141.422   390,965.778   MT  0.99974632   -0 51 14.5
 DH6210
 DH6210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6210!SPC IL E     -   0.99997610  x   0.99997510  =   0.99995120
 DH6210!UTM  16      -   0.99997610  x   0.99974632  =   0.99972243
 DH6210
 DH6210                          SUPERSEDED SURVEY CONTROL
 DH6210
 DH6210.No superseded survey control is available for this station.
 DH6210
 DH6210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9096652141(NAD 83)
 DH6210_MARKER: I = METAL ROD
 DH6210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6210_STAMPING: NONE
 DH6210_MARK LOGO: NONE  
 DH6210_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6210+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6210
 DH6210  HISTORY     - Date     Condition        Report By
 DH6210  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6210  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6210
 DH6210                          STATION DESCRIPTION
 DH6210
 DH6210'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6210'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 WITH STATE
 DH6210'HIGHWAY 47 IN THE TOWN OF DWIGHT ILLINOIS, ABOUT 28 MILES WEST OF THE
 DH6210'CITY OF KANKAKEE ILLINOIS, GO EAST ON STATE HIGHWAY 17 FOR 5.8 MILES
 DH6210'TO SOUTH CAMPUS ROAD TO THE LEFT, TURN LEFT AND GO NORTH FOR 1.1 MILES
 DH6210'TO EAST LIVINSTON ROAD, TURN RIGHT ON EAST LIVINGSTON ROAD AND GO EAST
 DH6210'FOR 0.5 MILES TO STORM ROAD(UNIMPROVED)ON THE LEFT AND THE STATION ON
 DH6210'THE LEFT.  THE STATION IS SET IN THE NORTHWEST QUADRANT OF LIVINGSTOM
 DH6210'ROAD AND STORM ROAD(UNIMPROVED).  THE STATION IS A STAINLESS STEEL ROD
 DH6210'DRIVEN TO REFUSAL ENCLOSED IN A 6 INCH PVC PIPE WITH AN ALUMINUM
 DH6210'ACCESS COVER.  THE STATION IS 21.0 METERS NORTHEAST OF A SURVEY NAIL,
 DH6210'IN THE ROADWAY AND AT THE CENTERLINE-CENTERLINE INTERSECTION OF
 DH6210'LIVINGSTON ROAD AND STORM ROAD(UNIMPROVED), 14.5 METERS WEST OF A STOP
 DH6210'SIGN POST, 7 METERS NORTH OF THE CENTERLINE OF LIVINGSTON
 DH6210'ROAD(IMPROVED), 0.5 METERS BELOW ROAD LEVEL.  ---NOTE--- NO WITNESS
 DH6210'POST AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6211 ***********************************************************************
 DH6211  DESIGNATION -  GRUNDY COUNTY GIS 1019
 DH6211  PID         -  DH6211
 DH6211  STATE/COUNTY-  IL/GRUNDY
 DH6211  USGS QUAD   -  KINSMAN (1983)
 DH6211
 DH6211                         *CURRENT SURVEY CONTROL
 DH6211  ___________________________________________________________________
 DH6211* NAD 83(1997)-  41 09 06.29103(N)    088 35 11.06073(W)     ADJUSTED  
 DH6211* NAVD 88     -       205.1    (meters)     673.     (feet)  GPS OBS   
 DH6211  ___________________________________________________________________
 DH6211  X           -     118,650.991 (meters)                     COMP
 DH6211  Y           -  -4,808,184.264 (meters)                     COMP
 DH6211  Z           -   4,175,240.788 (meters)                     COMP
 DH6211  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DH6211  ELLIP HEIGHT-         172.62  (meters)          (09/13/05) GPS OBS
 DH6211  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 DH6211
 DH6211  HORZ ORDER  -  FIRST
 DH6211  ELLP ORDER  -  THIRD     CLASS I
 DH6211
 DH6211.The horizontal coordinates were established by GPS observations
 DH6211.and adjusted by the GEODETIC SPECIALISTS LLC in September 2005..
 DH6211
 DH6211.The orthometric height was determined by GPS observations and a
 DH6211.high-resolution geoid model.
 DH6211
 DH6211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6211
 DH6211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6211
 DH6211.The ellipsoidal height was determined by GPS observations
 DH6211.and is referenced to NAD 83.
 DH6211
 DH6211.The geoid height was determined by GEOID03.
 DH6211
 DH6211;                    North         East     Units Scale Factor Converg.
 DH6211;SPC IL E     -   497,924.625   278,757.135   MT  0.99998055   -0 09 59.5
 DH6211;SPC IL E     - 1,633,607.71    914,555.70   sFT  0.99998055   -0 09 59.5
 DH6211;UTM  16      - 4,556,815.558   366,885.000   MT  0.99981808   -1 02 38.7
 DH6211
 DH6211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6211!SPC IL E     -   0.99997292  x   0.99998055  =   0.99995347
 DH6211!UTM  16      -   0.99997292  x   0.99981808  =   0.99979101
 DH6211
 DH6211                          SUPERSEDED SURVEY CONTROL
 DH6211
 DH6211.No superseded survey control is available for this station.
 DH6211
 DH6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6688556816(NAD 83)
 DH6211_MARKER: I = METAL ROD
 DH6211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6211_STAMPING: NONE
 DH6211_MARK LOGO: NONE  
 DH6211_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6211+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DH6211
 DH6211  HISTORY     - Date     Condition        Report By
 DH6211  HISTORY     - 20050701 MONUMENTED       IL-063
 DH6211  HISTORY     - 20050725 SEE DESCRIPTION  GEOSPC
 DH6211
 DH6211                          STATION DESCRIPTION
 DH6211
 DH6211'DESCRIBED BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DH6211'TO REACH THE STATION FORM THE JUNCTION OF STATE HIGHWAY 170 WITH
 DH6211'COUNTY HIGHWAY 5, ABOUT 38 MILES WEST OF THE CITY OF KANKAKEE
 DH6211'ILLINOIS, GO EAST ON COUNTY HIGHWAY 5(NORTH 17TH ROAD) FOR 1.1 MILES
 DH6211'TO LA SALLE ROAD TO THE RIGHT, TURN RIGHT ON LA SALLE ROAD AND GO
 DH6211'SOUTH FOR 2.0 MILES TO GOODFARM ROAD(NORTH 15TH ROAD) AND THE STATION
 DH6211'ON THE LEFT.  THE STATION IS SET IN THE SOUTHEAST QUAD OF LA SALLE
 DH6211'ROAD AND GOODFARM ROAD.  THE STATION IS A STAINLESS STEEL ROD DRIVEN
 DH6211'TO REFUSAL ENCLOSED IN A 6 INCH PVC PIPE WITH AN ALUMINUM ACCESS
 DH6211'COVER.  THE STATION IS 13.7 METERS SOUTH OF THE CENTERLINE OF NORTH
 DH6211'15TH ROAD, 9.1 METERS EAST OF EAST OF 30TH ROAD, 3.0 METERS EAST OF A
 DH6211'STOP SIGN IN THE SOUTHEAST QUAD OF NORTH 15TH ROAD WITH EAST 30TH
 DH6211'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0640 ***********************************************************************
 NH0640  DESIGNATION -  GRUNDY RM
 NH0640  PID         -  NH0640
 NH0640  STATE/COUNTY-  IL/OGLE
 NH0640  USGS QUAD   -  KINGS (1993)
 NH0640
 NH0640                         *CURRENT SURVEY CONTROL
 NH0640  ___________________________________________________________________
 NH0640* NAD 83(1986)-  42 01 14.     (N)    089 06 17.     (W)     SCALED    
 NH0640* NAVD 88     -       267.574  (meters)     877.87   (feet)  ADJUSTED  
 NH0640  ___________________________________________________________________
 NH0640  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NH0640  DYNAMIC HT  -         267.483 (meters)     877.57  (feet)  COMP
 NH0640  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 NH0640
 NH0640  VERT ORDER  -  FIRST     CLASS I
 NH0640
 NH0640.The horizontal coordinates were scaled from a topographic map and have
 NH0640.an estimated accuracy of +/- 6 seconds.
 NH0640
 NH0640.The orthometric height was determined by differential leveling
 NH0640.and adjusted by the National Geodetic Survey in June 1991..
 NH0640
 NH0640.The geoid height was determined by GEOID03.
 NH0640
 NH0640.The dynamic height is computed by dividing the NAVD 88
 NH0640.geopotential number by the normal gravity value computed on the
 NH0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0640.degrees latitude (g = 980.6199 gals.).
 NH0640
 NH0640.The modeled gravity was interpolated from observed gravity values.
 NH0640
 NH0640;                    North         East    Units  Estimated Accuracy
 NH0640;SPC IL W     -   594,910.      787,950.      MT  (+/- 180 meters Scaled)
 NH0640
 NH0640                          SUPERSEDED SURVEY CONTROL
 NH0640
 NH0640  NGVD 29 (??/??/92)  267.609  (m)          877.98   (f) ADJ UNCH    1 1
 NH0640
 NH0640.Superseded values are not recommended for survey control.
 NH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0640.See file dsdata.txt to determine how the superseded data were derived.
 NH0640
 NH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM257542(NAD 83)
 NH0640_MARKER: DR = REFERENCE MARK DISK
 NH0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0640_STAMPING: GRUNDY 877.961 1920
 NH0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0640+STABILITY: SURFACE MOTION
 NH0640
 NH0640  HISTORY     - Date     Condition        Report By
 NH0640  HISTORY     - 1920     MONUMENTED       CGS
 NH0640  HISTORY     - 1969     GOOD             NGS
 NH0640  HISTORY     - 19960514 GOOD             USPSQD
 NH0640  HISTORY     - 20010725 GOOD             USPSQD
 NH0640  HISTORY     - 20041013 GOOD             USPSQD
 NH0640
 NH0640                          STATION DESCRIPTION
 NH0640
 NH0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0640'1 MI N FROM KINGS.
 NH0640'ABOUT 1.0 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0640'RAILROAD FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, 0.1 MILE
 NH0640'NORTH OF MILEPOST 6, 69 FEET SOUTHWEST OF THE CENTER OF A
 NH0640'CROSSING OF THE RAILROAD AND A GRAVELED ROAD WHICH IS MOWERS
 NH0640'ROAD, 59 FEET WEST OF THE WEST RAIL, 33 FEET SOUTH OF THE CENTER
 NH0640'LINE OF THE ROAD, 66 1/2 FEET SOUTH AND ACROSS THE ROAD FROM A
 NH0640'POWER POLE, 45 1/2 FEET SOUTHWEST OF A CONCRETE RAILROAD CROSSING
 NH0640'SIGN, 3 1/2 FEET NORTHEAST OF A CONCRETE CORNER FENCE POST, 45.44
 NH0640'FEET WEST OF TRIANGULATION STATION GRUNDY 1920, 1.2 FEET NORTHEAST
 NH0640'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 NH0640'ROAD, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 NH0640'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 NH0640'SEC 22, T41N, R1E.
 NH0640
 NH0640                          STATION RECOVERY (1996)
 NH0640
 NH0640'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0640'RECOVERED IN GOOD CONDITION.
 NH0640
 NH0640                          STATION RECOVERY (2001)
 NH0640
 NH0640'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0640'RECOVERED IN GOOD CONDITION.
 NH0640
 NH0640                          STATION RECOVERY (2004)
 NH0640
 NH0640'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0576 ***********************************************************************
 NH0576  DESIGNATION -  GUARD
 NH0576  PID         -  NH0576
 NH0576  STATE/COUNTY-  IL/WINNEBAGO
 NH0576  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0576
 NH0576                         *CURRENT SURVEY CONTROL
 NH0576  ___________________________________________________________________
 NH0576* NAD 83(1997)-  42 17 02.50090(N)    089 04 56.30118(W)     ADJUSTED  
 NH0576* NAVD 88     -       222.496  (meters)     729.97   (feet)  ADJUSTED  
 NH0576  ___________________________________________________________________
 NH0576  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 NH0576  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0576  DYNAMIC HT  -         222.425 (meters)     729.74  (feet)  COMP
 NH0576  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 NH0576
 NH0576  HORZ ORDER  -  SECOND
 NH0576  VERT ORDER  -  FIRST     CLASS II
 NH0576
 NH0576.The horizontal coordinates were established by classical geodetic methods
 NH0576.and adjusted by the National Geodetic Survey in October 1999..
 NH0576
 NH0576.The orthometric height was determined by differential leveling
 NH0576.and adjusted by the National Geodetic Survey in June 1991..
 NH0576
 NH0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0576
 NH0576.The geoid height was determined by GEOID03.
 NH0576
 NH0576.The dynamic height is computed by dividing the NAVD 88
 NH0576.geopotential number by the normal gravity value computed on the
 NH0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0576.degrees latitude (g = 980.6199 gals.).
 NH0576
 NH0576.The modeled gravity was interpolated from observed gravity values.
 NH0576
 NH0576;                    North         East     Units Scale Factor Converg.
 NH0576;SPC IL W     -   624,198.871   789,434.749   MT  1.00003956   +0 43 46.6
 NH0576;SPC IL W     - 2,047,892.46  2,590,003.84   sFT  1.00003956   +0 43 46.6
 NH0576;UTM  16      - 4,683,411.826   328,313.744   MT  0.99996269   -1 24 04.8
 NH0576
 NH0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0576!SPC IL W     -   0.99997034  x   1.00003956  =   1.00000989
 NH0576!UTM  16      -   0.99997034  x   0.99996269  =   0.99993303
 NH0576
 NH0576:                Primary Azimuth Mark                     Grid Az
 NH0576:SPC IL W     -  BURTON                                   017 44 32.0
 NH0576:UTM  16      -  BURTON                                   019 52 23.4
 NH0576
 NH0576|---------------------------------------------------------------------|
 NH0576| PID    Reference Object                     Distance      Geod. Az  |
 NH0576|                                                           dddmmss.s |
 NH0576| NH0874 BURTON                              APPROX. 1.0 KM 0182818.6 |
 NH0576| NH0875 JOHN                                259.128 METERS 21315     |
 NH0576| CI9695 GUARD RM                             14.560 METERS 30322     |
 NH0576|---------------------------------------------------------------------|
 NH0576
 NH0576                          SUPERSEDED SURVEY CONTROL
 NH0576
 NH0576  NAD 83(1997)-  42 17 02.50133(N)    089 04 56.30219(W) AD(       ) 2
 NH0576  NAD 83(1997)-  42 17 02.50072(N)    089 04 56.30149(W) AD(       ) 2
 NH0576  NAD 83(1986)-  42 17 02.50100(N)    089 04 56.30113(W) AD(       ) 2
 NH0576  NAD 27      -  42 17 02.44010(N)    089 04 55.92000(W) AD(       ) 2
 NH0576  NGVD 29 (??/??/92)  222.553  (m)          730.16   (f) ADJ UNCH    1 2
 NH0576
 NH0576.Superseded values are not recommended for survey control.
 NH0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0576.See file dsdata.txt to determine how the superseded data were derived.
 NH0576
 NH0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2831483412(NAD 83)
 NH0576_MARKER: DS = TRIANGULATION STATION DISK
 NH0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0576_STAMPING: 730.104 GUARD 1920
 NH0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0576+STABILITY: SURFACE MOTION
 NH0576
 NH0576  HISTORY     - Date     Condition        Report By
 NH0576  HISTORY     - 1920     MONUMENTED       CGS
 NH0576  HISTORY     - 1954     GOOD             CGS
 NH0576  HISTORY     - 1960     GOOD             NGS
 NH0576  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0576
 NH0576                          STATION DESCRIPTION
 NH0576
 NH0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0576'STATION IS LOCATED AT ROCKFORD, ABOUT 32 YARDS S OF THE
 NH0576'INTERSECTION OF GUARD AND NORTH MAIN STREETS, ON THE E SIDE
 NH0576'OF NORTH MAIN STREET BETWEEN THE CURB AND THE SIDEWALK,
 NH0576'75 YARDS N OF THE INTERSECTION OF SALEM AND NORTH MAIN STREETS,
 NH0576'25 YARDS NW OF KENNEDYS RESIDENCE, 4.76 METERS (15.62 FEET)
 NH0576'E OF THE E AND NEAREST RAIL OF THE STREET-CAR TRACK AND 0.94
 NH0576'METER (3.08 FEET) E OF THE E AND NEAREST CURB OF NORTH MAIN
 NH0576'STREET.  THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE
 NH0576'STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0576'THE REFERENCE MARK IS ON THE OPPOSITE
 NH0576'SIDE OF THE STREET, IN THE CURB LAWN, 14.56 METERS (47.77
 NH0576'FEET) FROM THE STATION, N 56 DEG 37 MIN W.
 NH0576
 NH0576                          STATION RECOVERY (1954)
 NH0576
 NH0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0576'STATION RECOVERED IN GOOD CONDITION, BOTH MARKS ARE AS DESCRIBED
 NH0576'IN 1920.
 NH0576
 NH0576                          STATION RECOVERY (1960)
 NH0576
 NH0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0576'AT ROCKFORD.
 NH0576'AT ROCKFORD, ABOUT 1.65 MILES SOUTH ALONG NORTH MAIN STREET
 NH0576'(HIGHWAY 2) FROM THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0576'AND PACIFIC RAILROAD, AT THE INTERSECTION OF GUARD STREET, IN
 NH0576'S-14, R-1E, T-44N, 3 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST
 NH0576'CURB OF NORTH MAIN STREET, 86 FEET SOUTH-SOUTHWEST OF PROLONGED
 NH0576'SOUTH-SOUTHWEST CURB OF GUARD STREET, BETWEEN THE CURB AND
 NH0576'SIDEWALK, IN FRONT OF RESIDENCE NO. 1221, 9 FEET NORTH-NORTHEAST
 NH0576'OF CENTER LINE OF DRIVE LEADING SOUTHEAST AND PASSING BETWEEN
 NH0576'RESIDENCE NO. 1221 AND 1217, 72 YARDS NORTHEAST OF THE
 NH0576'INTERSECTION OF NORTH MAIN STREET AND SALEM STREET LEADING
 NH0576'WEST-NORTHWEST, ABOUT LEVEL WITH THE SIDEWALK, AND SET IN TOP
 NH0576'OF A CONCRETE POST FLUSH WITH THE GROUND.
 NH0576
 NH0576                          STATION RECOVERY (1997)
 NH0576
 NH0576'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1015 ***********************************************************************
 LC1015  DESIGNATION -  GULF
 LC1015  PID         -  LC1015
 LC1015  STATE/COUNTY-  IL/MCLEAN
 LC1015  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1015
 LC1015                         *CURRENT SURVEY CONTROL
 LC1015  ___________________________________________________________________
 LC1015* NAD 83(1997)-  40 25 31.77686(N)    089 02 24.92476(W)     ADJUSTED  
 LC1015* NAVD 88     -       231.313  (meters)     758.90   (feet)  ADJUSTED  
 LC1015  ___________________________________________________________________
 LC1015  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 LC1015  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC1015  DYNAMIC HT  -         231.203 (meters)     758.54  (feet)  COMP
 LC1015  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 LC1015
 LC1015  HORZ ORDER  -  SECOND
 LC1015  VERT ORDER  -  SECOND    CLASS 0
 LC1015
 LC1015.The horizontal coordinates were established by classical geodetic methods
 LC1015.and adjusted by the National Geodetic Survey in October 1999..
 LC1015
 LC1015.The orthometric height was determined by differential leveling
 LC1015.and adjusted by the National Geodetic Survey in June 1991..
 LC1015
 LC1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1015
 LC1015.The geoid height was determined by GEOID03.
 LC1015
 LC1015.The dynamic height is computed by dividing the NAVD 88
 LC1015.geopotential number by the normal gravity value computed on the
 LC1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1015.degrees latitude (g = 980.6199 gals.).
 LC1015
 LC1015.The modeled gravity was interpolated from observed gravity values.
 LC1015
 LC1015;                    North         East     Units Scale Factor Converg.
 LC1015;SPC IL E     -   417,485.382   240,010.682   MT  1.00001928   -0 27 30.3
 LC1015;SPC IL E     - 1,369,699.96    787,435.05   sFT  1.00001928   -0 27 30.3
 LC1015;UTM  16      - 4,476,983.298   326,924.162   MT  0.99996874   -1 19 24.1
 LC1015
 LC1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1015!SPC IL E     -   0.99996875  x   1.00001928  =   0.99998803
 LC1015!UTM  16      -   0.99996875  x   0.99996874  =   0.99993750
 LC1015
 LC1015|---------------------------------------------------------------------|
 LC1015| PID    Reference Object                     Distance      Geod. Az  |
 LC1015|                                                           dddmmss.s |
 LC1015| LC1014 GULF RM 1                             9.016 METERS 03820     |
 LC1015| LC1905 BLOOMINGTON RAD STA WJBC MAST       APPROX. 3.7 KM 0410709.3 |
 LC1015| LC1016 GULF RM 2                             7.344 METERS 22324     |
 LC1015|---------------------------------------------------------------------|
 LC1015
 LC1015                          SUPERSEDED SURVEY CONTROL
 LC1015
 LC1015  NAD 83(1986)-  40 25 31.78781(N)    089 02 24.92382(W) AD(       ) 2
 LC1015  NAD 27      -  40 25 31.65580(N)    089 02 24.63800(W) AD(       ) 2
 LC1015  NGVD 29 (??/??/92)  231.374  (m)          759.10   (f) ADJ UNCH    2 0
 LC1015
 LC1015.Superseded values are not recommended for survey control.
 LC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1015.See file dsdata.txt to determine how the superseded data were derived.
 LC1015
 LC1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2692476983(NAD 83)
 LC1015_MARKER: DE = TRAVERSE STATION DISK
 LC1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1015_STAMPING: GULF 1960
 LC1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1015+STABILITY: SURFACE MOTION
 LC1015
 LC1015  HISTORY     - Date     Condition        Report By
 LC1015  HISTORY     - 1960     MONUMENTED       CGS
 LC1015  HISTORY     - 1960     GOOD             CGS
 LC1015
 LC1015                          STATION DESCRIPTION
 LC1015
 LC1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1015'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF BLOOMINGTON,
 LC1015'ABOUT 1-1/2 MILES NORTHEAST OF SHIRLEY AND ON THE NORTH
 LC1015'SIDE OF U.S. HIGHWAY 66.
 LC1015'
 LC1015'TO REACH THE STATION FROM THE JUNCTION OF THE ROAD LEADING
 LC1015'TO SHIRLEY AND U.S. HIGHWAY 66 AT THE EAST EDGE OF SHIRLEY,
 LC1015'GO NORTHEAST ON U.S. HIGHWAY 66 FOR 2.1 MILES TO A CROSSROAD,
 LC1015'TURN LEFT AND GO BACK TOWARDS SHIRLEY ON U.S. HIGHWAY 66
 LC1015'FOR 0.1 MILE TO A SMALL PARKING AREA ON THE RIGHT, CONTINUE
 LC1015'ON U.S. HIGHWAY 66 FOR 0.25 MILE TO A RAILROAD SIGNAL AND
 LC1015'THE STATION ON THE RIGHT AS DESCRIBED.
 LC1015'
 LC1015'STATION MARK, A STANDARD TRAVERSE DISK STAMPED GULF 1960,
 LC1015'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LC1015'PROJECTS 2 INCHES.  THE MARK IS 105 FEET SOUTH-SOUTHWEST OF A
 LC1015'RAILROAD SIGNAL, 70 FEET NORTHWEST OF THE CENTER-LINE OF
 LC1015'THE SOUTH BOUND LANE OF U.S. HIGHWAY 66, 35 FEET SOUTHEAST
 LC1015'OF THE EAST RAIL OF THE TRACKS AND 1.8 FEET NORTHWEST OF A
 LC1015'WITNESS POST.
 LC1015'
 LC1015'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE DISK STAMPED
 LC1015'GULF NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1015'POST WHICH PROJECTS 2 INCHES.  THE MARK IS 77 FEET SOUTH OF
 LC1015'A RAILROAD SIGNAL, 72 FEET NORTHWEST OF THE CENTER-LINE OF
 LC1015'THE SOUTH BOUND LANE OF U.S. HIGHWAY 66, 35 FEET SOUTHEAST
 LC1015'OF THE EAST RAIL OF THE TRACKS AND 30 FEET NORTHEAST OF A
 LC1015'WITNESS POST.
 LC1015'
 LC1015'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE DISK STAMPED
 LC1015'GULF NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1015'POST WHICH PROJECTS 2 INCHES.  THE MARK IS 70 FEET NORTHWEST
 LC1015'OF THE CENTER-LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 LC1015'66, 35 FEET SOUTHEAST OF THE EAST RAIL OF THE TRACKS AND 24
 LC1015'FEET SOUTHWEST OF A WITNESS POST.
 LC1015'
 LC1015'NOTE--NO AZIMUTH MARK SET TO THIS STATION.  TRIANGULATION
 LC1015'STATION SHIRLEY MAY BE USED AS AN AZIMUTH.
 LC1015
 LC1015                          STATION RECOVERY (1960)
 LC1015
 LC1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LC1015'3.2 MI SW FROM BLOOMINGTON.
 LC1015'ABOUT 3.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1015'WITH U.S. HIGHWAY 51 IN THE SOUTH PART OF BLOOMINGTON, ABOUT 0.4
 LC1015'MILE SOUTHWEST OF THE JUNCTION OF AN EAST-WEST ASPHALT PAVED ROAD,
 LC1015'70 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF
 LC1015'U.S. 66, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH
 LC1015'BOUND TRACK OF THE GULF MOBILE AND OHIO RAILROAD, 104 FEET SOUTH
 LC1015'OF RAILROAD SIGNAL NO. 158, 46 FEET SOUTHWEST OF THE NORTHWEST
 LC1015'END OF A CONCRETE PIPE CULVERT UNDER U.S. 66, 1.9 FEET WEST NORTHWEST
 LC1015'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 LC1015'8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 LC1015'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1014 ***********************************************************************
 LC1014  DESIGNATION -  GULF RM 1
 LC1014  PID         -  LC1014
 LC1014  STATE/COUNTY-  IL/MCLEAN
 LC1014  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1014
 LC1014                         *CURRENT SURVEY CONTROL
 LC1014  ___________________________________________________________________
 LC1014* NAD 83(1986)-  40 25 31.     (N)    089 02 24.     (W)     SCALED    
 LC1014* NAVD 88     -       231.410  (meters)     759.22   (feet)  ADJUSTED  
 LC1014  ___________________________________________________________________
 LC1014  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC1014  DYNAMIC HT  -         231.300 (meters)     758.86  (feet)  COMP
 LC1014  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 LC1014
 LC1014  VERT ORDER  -  SECOND    CLASS 0
 LC1014
 LC1014.The horizontal coordinates were scaled from a topographic map and have
 LC1014.an estimated accuracy of +/- 6 seconds.
 LC1014
 LC1014.The orthometric height was determined by differential leveling
 LC1014.and adjusted by the National Geodetic Survey in June 1991..
 LC1014
 LC1014.The geoid height was determined by GEOID03.
 LC1014
 LC1014.The dynamic height is computed by dividing the NAVD 88
 LC1014.geopotential number by the normal gravity value computed on the
 LC1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1014.degrees latitude (g = 980.6199 gals.).
 LC1014
 LC1014.The modeled gravity was interpolated from observed gravity values.
 LC1014
 LC1014;                    North         East    Units  Estimated Accuracy
 LC1014;SPC IL E     -   417,460.      240,030.      MT  (+/- 180 meters Scaled)
 LC1014
 LC1014                          SUPERSEDED SURVEY CONTROL
 LC1014
 LC1014  NGVD 29 (??/??/92)  231.471  (m)          759.42   (f) ADJ UNCH    2 0
 LC1014
 LC1014.Superseded values are not recommended for survey control.
 LC1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1014.See file dsdata.txt to determine how the superseded data were derived.
 LC1014
 LC1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK269769(NAD 83)
 LC1014_MARKER: DR = REFERENCE MARK DISK
 LC1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1014_STAMPING: GULF NO 1 1960
 LC1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1014+STABILITY: SURFACE MOTION
 LC1014
 LC1014  HISTORY     - Date     Condition        Report By
 LC1014  HISTORY     - 1960     MONUMENTED       CGS
 LC1014
 LC1014                          STATION DESCRIPTION
 LC1014
 LC1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1014'3.2 MI SW FROM BLOOMINGTON.
 LC1014'ABOUT 3.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1014'WITH U.S. HIGHWAY 51 IN THE SOUTH PART OF BLOOMINGTON, ABOUT 0.4
 LC1014'MILES SOUTHWEST OF THE JUNCTION OF AN EAST-WEST ASPHALT PAVED
 LC1014'ROAD, 71 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND
 LC1014'LANE OF U.S. 66, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LC1014'NORTH BOUND TRACK OF THE GULF MOBILE AND OHIO RAILROAD, 74 FEET
 LC1014'SOUTH OF RAILROAD SIGNAL NO. 158, 38 FEET NORTHWEST OF THE NORTHWEST
 LC1014'END OF A CONCRETE PIPE CULVERT UNDER U.S. 66, 29.6 FEET NORTHEAST
 LC1014'OF TRAVERSE STATION GULF, 29.6 FEET NORTH NORTHEAST OF A METAL
 LC1014'WITNESS POST, 7 FEET BELOW THE LEVEL OF THE TRACK, ABOUT LEVEL WITH
 LC1014'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LC1014'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1016 ***********************************************************************
 LC1016  DESIGNATION -  GULF RM 2
 LC1016  PID         -  LC1016
 LC1016  STATE/COUNTY-  IL/MCLEAN
 LC1016  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1016
 LC1016                         *CURRENT SURVEY CONTROL
 LC1016  ___________________________________________________________________
 LC1016* NAD 83(1986)-  40 25 31.     (N)    089 02 24.     (W)     SCALED    
 LC1016* NAVD 88     -       231.152  (meters)     758.37   (feet)  ADJUSTED  
 LC1016  ___________________________________________________________________
 LC1016  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC1016  DYNAMIC HT  -         231.042 (meters)     758.01  (feet)  COMP
 LC1016  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 LC1016
 LC1016  VERT ORDER  -  SECOND    CLASS 0
 LC1016
 LC1016.The horizontal coordinates were scaled from a topographic map and have
 LC1016.an estimated accuracy of +/- 6 seconds.
 LC1016
 LC1016.The orthometric height was determined by differential leveling
 LC1016.and adjusted by the National Geodetic Survey in June 1991..
 LC1016
 LC1016.The geoid height was determined by GEOID03.
 LC1016
 LC1016.The dynamic height is computed by dividing the NAVD 88
 LC1016.geopotential number by the normal gravity value computed on the
 LC1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1016.degrees latitude (g = 980.6199 gals.).
 LC1016
 LC1016.The modeled gravity was interpolated from observed gravity values.
 LC1016
 LC1016;                    North         East    Units  Estimated Accuracy
 LC1016;SPC IL E     -   417,460.      240,030.      MT  (+/- 180 meters Scaled)
 LC1016
 LC1016                          SUPERSEDED SURVEY CONTROL
 LC1016
 LC1016  NGVD 29 (??/??/92)  231.212  (m)          758.57   (f) ADJ UNCH    2 0
 LC1016
 LC1016.Superseded values are not recommended for survey control.
 LC1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1016.See file dsdata.txt to determine how the superseded data were derived.
 LC1016
 LC1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK269769(NAD 83)
 LC1016_MARKER: DR = REFERENCE MARK DISK
 LC1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1016_STAMPING: GULF NO 2 1960
 LC1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1016+STABILITY: SURFACE MOTION
 LC1016
 LC1016  HISTORY     - Date     Condition        Report By
 LC1016  HISTORY     - 1960     MONUMENTED       CGS
 LC1016
 LC1016                          STATION DESCRIPTION
 LC1016
 LC1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1016'3.2 MI SW FROM BLOOMINGTON.
 LC1016'ABOUT 3.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1016'WITH U.S. HIGHWAY 51 IN THE SOUTH PART OF BLOOMINGTON, ABOUT 0.4
 LC1016'MILES SOUTHWEST OF THE JUNCTION OF AN EAST-WEST ASPHALT PAVED
 LC1016'ROAD, 71 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND
 LC1016'LANE OF U.S. 66, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LC1016'NORTH BOUND TRACK OF THE GULF MOBILE AND OHIO RAILROAD, 128 FEET
 LC1016'SOUTH OF RAILROAD SIGNAL NO. 158, 64 FEET SOUTH SOUTHWEST OF THE
 LC1016'NORTHWEST END OF A CONCRETE PIPE CULVERT UNDER U.S. 66, 24.2 FEET
 LC1016'SOUTHWEST OF TRAVERSE STATION GULF, 24.1 FEET SOUTHWEST OF A
 LC1016'METAL WITNESS POST 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, 8 FEET
 LC1016'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LC1016'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1867 ***********************************************************************
 HB1867  DESIGNATION -  GURLEY R 9 19
 HB1867  PID         -  HB1867
 HB1867  STATE/COUNTY-  IL/MASSAC
 HB1867  USGS QUAD   -  METROPOLIS (1996)
 HB1867
 HB1867                         *CURRENT SURVEY CONTROL
 HB1867  ___________________________________________________________________
 HB1867* NAD 83(1997)-  37 14 59.52669(N)    088 42 27.36132(W)     ADJUSTED  
 HB1867* NAVD 88     -       145.2    (meters)     476.     (feet)  GPS OBS   
 HB1867  ___________________________________________________________________
 HB1867  X           -     114,653.496 (meters)                     COMP
 HB1867  Y           -  -5,082,055.974 (meters)                     COMP
 HB1867  Z           -   3,839,573.770 (meters)                     COMP
 HB1867  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HB1867  ELLIP HEIGHT-         116.61  (meters)          (03/08/05) GPS OBS
 HB1867  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HB1867
 HB1867  HORZ ORDER  -  FIRST
 HB1867  ELLP ORDER  -  FOURTH    CLASS I
 HB1867
 HB1867.The horizontal coordinates were established by classical geodetic methods
 HB1867.and adjusted by the National Geodetic Survey in October 1999..
 HB1867
 HB1867.The orthometric height was determined by GPS observations and a
 HB1867.high-resolution geoid model.
 HB1867
 HB1867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1867
 HB1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1867
 HB1867.The ellipsoidal height was determined by GPS observations
 HB1867.and is referenced to NAD 83.
 HB1867
 HB1867.The geoid height was determined by GEOID03.
 HB1867
 HB1867;                    North         East     Units Scale Factor Converg.
 HB1867;SPC IL E     -    64,785.938   266,795.960   MT  0.99998858   -0 13 35.6
 HB1867;SPC IL E     -   212,551.86    875,313.08   sFT  0.99998858   -0 13 35.6
 HB1867;UTM  16      - 4,123,957.906   348,556.997   MT  0.99988253   -1 02 01.7
 HB1867
 HB1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1867!SPC IL E     -   0.99998170  x   0.99998858  =   0.99997028
 HB1867!UTM  16      -   0.99998170  x   0.99988253  =   0.99986423
 HB1867
 HB1867:                Primary Azimuth Mark                     Grid Az
 HB1867:SPC IL E     -  GURLEY R 9 19 AZ MK                      088 49 15.6
 HB1867:UTM  16      -  GURLEY R 9 19 AZ MK                      089 37 41.7
 HB1867
 HB1867|---------------------------------------------------------------------|
 HB1867| PID    Reference Object                     Distance      Geod. Az  |
 HB1867|                                                           dddmmss.s |
 HB1867| HB1866 GURLEY R 9 19 AZ MK                 APPROX. 0.7 KM 0883540.0 |
 HB1867|---------------------------------------------------------------------|
 HB1867
 HB1867                          SUPERSEDED SURVEY CONTROL
 HB1867
 HB1867  NAD 83(1997)-  37 14 59.53137(N)    088 42 27.35951(W) AD(       ) 1
 HB1867  NAD 83(1986)-  37 14 59.53731(N)    088 42 27.36316(W) AD(       ) 1
 HB1867
 HB1867.Superseded values are not recommended for survey control.
 HB1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1867.See file dsdata.txt to determine how the superseded data were derived.
 HB1867
 HB1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4855723958(NAD 83)
 HB1867_MARKER: I = METAL ROD
 HB1867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1867_SP_SET: STAINLESS STEEL ROD
 HB1867_STAMPING: GURLEY R-9-19 1991
 HB1867_MARK LOGO: USFS  
 HB1867_PROJECTION: FLUSH
 HB1867_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1867+STABILITY: POSITION/ELEVATION WELL
 HB1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1867+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1867_ROD/PIPE-DEPTH: 10   meters
 HB1867
 HB1867  HISTORY     - Date     Condition        Report By
 HB1867  HISTORY     - 1991     MONUMENTED       USFS
 HB1867  HISTORY     - 19921212 GOOD
 HB1867
 HB1867                          STATION DESCRIPTION
 HB1867
 HB1867'DESCRIBED BY US FOREST SERVICE 1991
 HB1867'FROM THE INTERSECTION OF HIGHWAYS 145 AND 45 IN MASSAC COUNTY,
 HB1867'ILLINOIS, PROCEED NORTH ON 145 9.7KMTO THE INTERSECTION WITH A PAVED
 HB1867'ROAD KNOWN AS ROUND KNOB ROAD ALSO KNOWN AS COUNTY ROAD 1200 EAST,
 HB1867'THENCE TURN LEFT AND PROCEED WEST 3.06 KM (1.90 MI) TO THE
 HB1867'INTERSECTION ON THE LEFT (SOUTH) SIDE OF THE ROAD TO THE STATION.
 HB1867'STATION (GURLEY) IS AN ALUMINUM CYLINDER WITH ACCESS COVER, SET IN
 HB1867'CONCRETE WITH CENTER PUNCHED VERTICAL STAINLESS STEEL ROD INSIDE
 HB1867'ACCESS COVER.
 HB1867'1.)  7.9M SOUTH OF THE CENTERLINE OF THE ROAD.
 HB1867'2.)  26.8M WEST OF A POWER POLE, TO THE STATION.
 HB1867'3.)  3.1KM WEST OF A ROAD INTERSECTION.
 HB1867
 HB1867                          STATION RECOVERY (1992)
 HB1867
 HB1867'RECOVERED 1992
 HB1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1866 ***********************************************************************
 HB1866  DESIGNATION -  GURLEY R 9 19 AZ MK
 HB1866  PID         -  HB1866
 HB1866  STATE/COUNTY-  IL/MASSAC
 HB1866  USGS QUAD   -  REEVESVILLE (1996)
 HB1866
 HB1866                         *CURRENT SURVEY CONTROL
 HB1866  ___________________________________________________________________
 HB1866* NAD 83(1997)-  37 15 00.06140(N)    088 42 00.05580(W)     ADJUSTED  
 HB1866* NAVD 88     -       142.9    (meters)     469.     (feet)  GPS OBS   
 HB1866  ___________________________________________________________________
 HB1866  X           -     115,325.994 (meters)                     COMP
 HB1866  Y           -  -5,082,028.922 (meters)                     COMP
 HB1866  Z           -   3,839,585.481 (meters)                     COMP
 HB1866  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HB1866  ELLIP HEIGHT-         114.28  (meters)          (03/08/05) GPS OBS
 HB1866  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HB1866
 HB1866  HORZ ORDER  -  FIRST
 HB1866  ELLP ORDER  -  FOURTH    CLASS I
 HB1866
 HB1866.The horizontal coordinates were established by classical geodetic methods
 HB1866.and adjusted by the National Geodetic Survey in October 1999..
 HB1866
 HB1866.The orthometric height was determined by GPS observations and a
 HB1866.high-resolution geoid model.
 HB1866
 HB1866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1866
 HB1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1866
 HB1866.The ellipsoidal height was determined by GPS observations
 HB1866.and is referenced to NAD 83.
 HB1866
 HB1866.The geoid height was determined by GEOID03.
 HB1866
 HB1866;                    North         East     Units Scale Factor Converg.
 HB1866;SPC IL E     -    64,799.788   267,468.937   MT  0.99998803   -0 13 19.0
 HB1866;SPC IL E     -   212,597.30    877,521.00   sFT  0.99998803   -0 13 19.0
 HB1866;UTM  16      - 4,123,962.273   349,230.030   MT  0.99988002   -1 01 45.1
 HB1866
 HB1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1866!SPC IL E     -   0.99998207  x   0.99998803  =   0.99997010
 HB1866!UTM  16      -   0.99998207  x   0.99988002  =   0.99986209
 HB1866
 HB1866:                Primary Azimuth Mark                     Grid Az
 HB1866:SPC IL E     -  GURLEY R 9 19                            268 49 15.5
 HB1866:UTM  16      -  GURLEY R 9 19                            269 37 41.6
 HB1866
 HB1866|---------------------------------------------------------------------|
 HB1866| PID    Reference Object                     Distance      Geod. Az  |
 HB1866|                                                           dddmmss.s |
 HB1866| HB1867 GURLEY R 9 19                       APPROX. 0.7 KM 2683556.5 |
 HB1866|---------------------------------------------------------------------|
 HB1866
 HB1866                          SUPERSEDED SURVEY CONTROL
 HB1866
 HB1866  NAD 83(1997)-  37 15 00.06610(N)    088 42 00.05402(W) AD(       ) 1
 HB1866  NAD 83(1986)-  37 15 00.07206(N)    088 42 00.05766(W) AD(       ) 1
 HB1866
 HB1866.Superseded values are not recommended for survey control.
 HB1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1866.See file dsdata.txt to determine how the superseded data were derived.
 HB1866
 HB1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG4923023962(NAD 83)
 HB1866_MARKER: DD = SURVEY DISK
 HB1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1866_SP_SET: CONCRETE POST
 HB1866_STAMPING: GURLEY AZIMUTH R-9-19 1991
 HB1866_MARK LOGO: USFS  
 HB1866_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1866+STABILITY: POSITION/ELEVATION WELL
 HB1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1866+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1866
 HB1866  HISTORY     - Date     Condition        Report By
 HB1866  HISTORY     - 1991     MONUMENTED       USFS
 HB1866  HISTORY     - 19921212 GOOD
 HB1866
 HB1866                          STATION DESCRIPTION
 HB1866
 HB1866'DESCRIBED BY US FOREST SERVICE 1991
 HB1866'FROM THE INTERSECTION OF HIGHWAYS 145 AND 45 IN MASSAC COUNTY,
 HB1866'ILLINOIS, PROCEED NORTH ON 145 9.7KMTO THE INTERSECTION WITH A PAVED
 HB1866'ROAD KNOWN AS ROUND KNOB ROAD ALSO KNOWN AS COUNTY ROAD 1200 EAST,
 HB1866'THENCE TURN LEFT AND PROCEED WEST 3.06 KM (1.90 MI) TO THE
 HB1866'INTERSECTION ON THE LEFT (SOUTH) SIDE OF THE ROAD TO THE STATION,
 HB1866'CONTINUE 0.64 KM, (EAST) TO THE STATION AZIMUTH ON THE LEFT (NORTH)
 HB1866'SIDE OF THE ROAD 7.9 M (25.9 FT) WEST OF A GRAVEL DRIVE. STATION
 HB1866'AZIMUTH (GURLEY) IS A CIRCULAR INSCRIBED ALUMINUM CAP WITH A CENTER
 HB1866'PUNCHED MARK, SET IN CONCRETE.
 HB1866'1.)  7.9M WEST OF THE CENTERLINE OF THE ROAD.
 HB1866'2.)  8.8M NORTH OF THE CENTERLINE OF THE EASTWEST ROAD.
 HB1866'3.)  0.64KM EAST OF THE STATION TO THE WEST.
 HB1866
 HB1866                          STATION RECOVERY (1992)
 HB1866
 HB1866'RECOVERED 1992
 HB1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0606 ***********************************************************************
 NG0606  DESIGNATION -  GURNEE
 NG0606  PID         -  NG0606
 NG0606  STATE/COUNTY-  IL/LAKE
 NG0606  USGS QUAD   -  LIBERTYVILLE (1993)
 NG0606
 NG0606                         *CURRENT SURVEY CONTROL
 NG0606  ___________________________________________________________________
 NG0606* NAD 83(1997)-  42 21 32.04655(N)    087 53 40.73027(W)     ADJUSTED  
 NG0606* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 NG0606  ___________________________________________________________________
 NG0606  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 NG0606  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 NG0606
 NG0606  HORZ ORDER  -  SECOND
 NG0606
 NG0606.The horizontal coordinates were established by classical geodetic methods
 NG0606.and adjusted by the National Geodetic Survey in October 1999..
 NG0606
 NG0606.The orthometric height was scaled from a topographic map.
 NG0606
 NG0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0606
 NG0606.The geoid height was determined by GEOID03.
 NG0606
 NG0606;                    North         East     Units Scale Factor Converg.
 NG0606;SPC IL E     -   632,060.486   336,139.653   MT  0.99999106   +0 17 44.1
 NG0606;SPC IL E     - 2,073,685.11  1,102,818.18   sFT  0.99999106   +0 17 44.1
 NG0606;UTM  16      - 4,690,013.504   426,324.959   MT  0.99966678   -0 36 10.1
 NG0606
 NG0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0606!SPC IL E     -   0.99997073  x   0.99999106  =   0.99996179
 NG0606!UTM  16      -   0.99997073  x   0.99966678  =   0.99963752
 NG0606
 NG0606:                Primary Azimuth Mark                     Grid Az
 NG0606:SPC IL E     -  AIRPORT BCN WAUKEGAN AIRPORT             012 48 17.7
 NG0606:UTM  16      -  AIRPORT BCN WAUKEGAN AIRPORT             013 42 11.9
 NG0606
 NG0606|---------------------------------------------------------------------|
 NG0606| PID    Reference Object                     Distance      Geod. Az  |
 NG0606|                                                           dddmmss.s |
 NG0606| NG0620 AIRPORT BCN WAUKEGAN AIRPORT        APPROX. 4.1 KM 0130601.8 |
 NG0606| CI9697 GURNEE RM 1                          23.182 METERS 07406     |
 NG0606| NG0607 WAUKEGAN RADIO STA WKRS S MAST      APPROX. 1.5 KM 1335900.2 |
 NG0606| CI9698 GURNEE RM 2                          25.358 METERS 16334     |
 NG0606| CI9696 GURNEE AZ MK                                       1821829.5 |
 NG0606|---------------------------------------------------------------------|
 NG0606
 NG0606                          SUPERSEDED SURVEY CONTROL
 NG0606
 NG0606  NAD 83(1997)-  42 21 32.04643(N)    087 53 40.73069(W) AD(       ) 2
 NG0606  NAD 83(1997)-  42 21 32.04467(N)    087 53 40.73800(W) AD(       ) 2
 NG0606  NAD 83(1997)-  42 21 32.04437(N)    087 53 40.74004(W) AD(       ) 2
 NG0606  NAD 83(1986)-  42 21 32.04693(N)    087 53 40.74712(W) AD(       ) 2
 NG0606  NAD 27      -  42 21 31.96270(N)    087 53 40.47880(W) AD(       ) 2
 NG0606
 NG0606.Superseded values are not recommended for survey control.
 NG0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0606.See file dsdata.txt to determine how the superseded data were derived.
 NG0606
 NG0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2632590014(NAD 83)
 NG0606_MARKER: DS = TRIANGULATION STATION DISK
 NG0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0606
 NG0606  HISTORY     - Date     Condition        Report By
 NG0606  HISTORY     - 1954     MONUMENTED       CGS
 NG0606  HISTORY     - 1989     MARK NOT FOUND   NGS
 NG0606  HISTORY     - 19970502 MARK NOT FOUND   USPSQD
 NG0606  HISTORY     - 20030427 MARK NOT FOUND   USPSQD
 NG0606
 NG0606                          STATION DESCRIPTION
 NG0606
 NG0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0606'STATION IS LOCATED IN THE ANGLE OF THE INTERSECTION OF STATE HIGHWAY
 NG0606'42A AND U.S.  HIGHWAY 41 ABOUT
 NG0606'3 MILES WEST OF WAUKEGAN AND ABOUT 1-1/2 MILES SOUTHEAST OF GURNEE.
 NG0606'IT IS 270 FEET SOUTH OF THE
 NG0606'INTERSECTION OF HIGHWAY 42A AND THE WEST LANE OF HIGHWAY 41, 46
 NG0606'FEET WEST OF THE CENTER OF THE WEST LANE OF
 NG0606'HIGHWAY 41 AND 44 FEET EAST OF THE CENTER OF
 NG0606'HIGHWAY 42A.  THE MARK IS FLUSH AND THE DISK IS STAMPED GURNEE
 NG0606'1954.
 NG0606'
 NG0606'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF THE WEST LANE
 NG0606'OF HIGHWAY 41 AND 23 FEET WEST
 NG0606'OF THE CENTER OF THE EAST LANE.  THE MARK IS FLUSH AND THE DISK IS
 NG0606'STAMPED GURNEE NO 1 1954.
 NG0606'
 NG0606'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF A SERVICE STATION
 NG0606'DRIVEWAY, 67 FEET EAST OF THE
 NG0606'CENTER OF HIGHWAY 42A AND 57 FEET WEST OF THE CENTER OF THE WEST LANE
 NG0606'OF HIGHWAY 41.  THE MARK IS FLUSH
 NG0606'AND THE DISK IS STAMPED GURNEE NO 2 1954.
 NG0606'
 NG0606'AZIMUTH MARK IS 76 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME
 NG0606'HOUSE, 47 FEET WEST OF THE
 NG0606'CENTER OF HIGHWAY 42A, 8 FEET SOUTHEAST OF A POWER LINE POLE AND 2
 NG0606'FEET EAST OF A WHITE WITNESS POST.
 NG0606'THE MARK IS FLUSH AND THE DISK IS STAMPED GURNEE
 NG0606'1954.
 NG0606'
 NG0606'TO REACH THE AZIMUTH
 NG0606'MARK FROM THE STATION, GO SOUTH ON HIGHWAY 42A FOR 0.5 MILE
 NG0606'TO THE MARK ON THE RIGHT AS DESCRIBED.
 NG0606'
 NG0606'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NG0606
 NG0606                          STATION RECOVERY (1989)
 NG0606
 NG0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RBD)
 NG0606'MARK NOT FOUND.
 NG0606
 NG0606                          STATION RECOVERY (1997)
 NG0606
 NG0606'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0606'MARK NOT FOUND.
 NG0606
 NG0606                          STATION RECOVERY (2003)
 NG0606
 NG0606'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLH)
 NG0606'COORDINATE LOCATION BORDERED BY HIGHWAYS AND RAMPS ON ALL SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0868 ***********************************************************************
 KB0868  DESIGNATION -  H 102
 KB0868  PID         -  KB0868
 KB0868  STATE/COUNTY-  IL/MACOUPIN
 KB0868  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB0868
 KB0868                         *CURRENT SURVEY CONTROL
 KB0868  ___________________________________________________________________
 KB0868* NAD 83(1986)-  39 16 47.     (N)    089 52 54.     (W)     SCALED    
 KB0868* NAVD 88     -       190.527  (meters)     625.09   (feet)  ADJUSTED  
 KB0868  ___________________________________________________________________
 KB0868  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KB0868  DYNAMIC HT  -         190.418 (meters)     624.73  (feet)  COMP
 KB0868  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 KB0868
 KB0868  VERT ORDER  -  SECOND    CLASS 0
 KB0868
 KB0868.The horizontal coordinates were scaled from a topographic map and have
 KB0868.an estimated accuracy of +/- 6 seconds.
 KB0868
 KB0868.The orthometric height was determined by differential leveling
 KB0868.and adjusted by the National Geodetic Survey in June 1991..
 KB0868
 KB0868.The geoid height was determined by GEOID03.
 KB0868
 KB0868.The dynamic height is computed by dividing the NAVD 88
 KB0868.geopotential number by the normal gravity value computed on the
 KB0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0868.degrees latitude (g = 980.6199 gals.).
 KB0868
 KB0868.The modeled gravity was interpolated from observed gravity values.
 KB0868
 KB0868;                    North         East    Units  Estimated Accuracy
 KB0868;SPC IL W     -   290,060.      724,590.      MT  (+/- 180 meters Scaled)
 KB0868
 KB0868                          SUPERSEDED SURVEY CONTROL
 KB0868
 KB0868  NGVD 29 (??/??/92)  190.660  (m)          625.52   (f) ADJ UNCH    2 0
 KB0868
 KB0868.Superseded values are not recommended for survey control.
 KB0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0868.See file dsdata.txt to determine how the superseded data were derived.
 KB0868
 KB0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ514517(NAD 83)
 KB0868_MARKER: DB = BENCH MARK DISK
 KB0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0868_STAMPING: H 102 1935
 KB0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0868+STABILITY: SURFACE MOTION
 KB0868
 KB0868  HISTORY     - Date     Condition        Report By
 KB0868  HISTORY     - 1935     MONUMENTED       CGS
 KB0868
 KB0868                          STATION DESCRIPTION
 KB0868
 KB0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0868'AT CARLINVILLE.
 KB0868'AT CARLINVILLE, MACOUPIN COUNTY, AT THE PUBLIC SQUARE, 70 FEET
 KB0868'NORTHWEST OF THE CENTER OF THE SQUARE, 18 FEET EAST OF THE EAST
 KB0868'EDGE OF A STREET, 30 FEET WEST OF THE FOUNDATION OF A GUN, AND
 KB0868'43 FEET NORTH OF THE CENTERLINE OF A WALK THROUGH THE PARK.  A
 KB0868'STANDARD DISK, STAMPED H 102 1935 AND SET IN THE TOP OF A
 KB0868'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0085 ***********************************************************************
 KC0085  DESIGNATION -  H 103
 KC0085  PID         -  KC0085
 KC0085  STATE/COUNTY-  IL/MACOUPIN
 KC0085  USGS QUAD   -  BRIGHTON (1983)
 KC0085
 KC0085                         *CURRENT SURVEY CONTROL
 KC0085  ___________________________________________________________________
 KC0085* NAD 83(1986)-  39 05 15.     (N)    090 07 40.     (W)     SCALED    
 KC0085* NAVD 88     -       196.556  (meters)     644.87   (feet)  ADJUSTED  
 KC0085  ___________________________________________________________________
 KC0085  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KC0085  DYNAMIC HT  -         196.440 (meters)     644.49  (feet)  COMP
 KC0085  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 KC0085
 KC0085  VERT ORDER  -  SECOND    CLASS 0
 KC0085
 KC0085.The horizontal coordinates were scaled from a topographic map and have
 KC0085.an estimated accuracy of +/- 6 seconds.
 KC0085
 KC0085.The orthometric height was determined by differential leveling
 KC0085.and adjusted by the National Geodetic Survey in June 1991..
 KC0085
 KC0085.The geoid height was determined by GEOID03.
 KC0085
 KC0085.The dynamic height is computed by dividing the NAVD 88
 KC0085.geopotential number by the normal gravity value computed on the
 KC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0085.degrees latitude (g = 980.6199 gals.).
 KC0085
 KC0085.The modeled gravity was interpolated from observed gravity values.
 KC0085
 KC0085;                    North         East    Units  Estimated Accuracy
 KC0085;SPC IL W     -   268,680.      703,360.      MT  (+/- 180 meters Scaled)
 KC0085
 KC0085                          SUPERSEDED SURVEY CONTROL
 KC0085
 KC0085  NGVD 29 (??/??/92)  196.670  (m)          645.24   (f) ADJ UNCH    2 0
 KC0085
 KC0085.Superseded values are not recommended for survey control.
 KC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0085.See file dsdata.txt to determine how the superseded data were derived.
 KC0085
 KC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD484304(NAD 83)
 KC0085_MARKER: DB = BENCH MARK DISK
 KC0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0085_STAMPING: H 103 1935
 KC0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0085+STABILITY: SURFACE MOTION
 KC0085
 KC0085  HISTORY     - Date     Condition        Report By
 KC0085  HISTORY     - 1935     MONUMENTED       CGS
 KC0085  HISTORY     - 1979     MARK NOT FOUND   USGS
 KC0085
 KC0085                          STATION DESCRIPTION
 KC0085
 KC0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0085'1.9 MI S FROM PIASA.
 KC0085'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0085'FROM THE STATION AT PIASA, MACOUPIN COUNTY, 23 YARDS NORTH OF
 KC0085'A ROAD CROSSING, 22 YARDS WEST OF THE CENTERLINE OF THE TRACK, 4
 KC0085'YARDS EAST OF A T-ROAD LEADING NORTH, AND 1 YARD EAST OF A
 KC0085'FENCE LINE.  A STANDARD DISK, STAMPED H 103 1935 AND SET IN THE
 KC0085'TOP OF A CONCRETE POST.
 KC0085
 KC0085                          STATION RECOVERY (1979)
 KC0085
 KC0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KC0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1118 ***********************************************************************
 JB1118  DESIGNATION -  H 104
 JB1118  PID         -  JB1118
 JB1118  STATE/COUNTY-  IL/WASHINGTON
 JB1118  USGS QUAD   -  HOYLETON (1974)
 JB1118
 JB1118                         *CURRENT SURVEY CONTROL
 JB1118  ___________________________________________________________________
 JB1118* NAD 83(1986)-  38 24 20.     (N)    089 19 06.     (W)     SCALED    
 JB1118* NAVD 88     -       150.984  (meters)     495.35   (feet)  ADJUSTED  
 JB1118  ___________________________________________________________________
 JB1118  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB1118  DYNAMIC HT  -         150.888 (meters)     495.04  (feet)  COMP
 JB1118  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 JB1118
 JB1118  VERT ORDER  -  SECOND    CLASS 0
 JB1118
 JB1118.The horizontal coordinates were scaled from a topographic map and have
 JB1118.an estimated accuracy of +/- 6 seconds.
 JB1118
 JB1118.The orthometric height was determined by differential leveling
 JB1118.and adjusted by the National Geodetic Survey in June 1991..
 JB1118
 JB1118.The geoid height was determined by GEOID03.
 JB1118
 JB1118.The dynamic height is computed by dividing the NAVD 88
 JB1118.geopotential number by the normal gravity value computed on the
 JB1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1118.degrees latitude (g = 980.6199 gals.).
 JB1118
 JB1118.The modeled gravity was interpolated from observed gravity values.
 JB1118
 JB1118;                    North         East    Units  Estimated Accuracy
 JB1118;SPC IL W     -   193,330.      774,100.      MT  (+/- 180 meters Scaled)
 JB1118
 JB1118                          SUPERSEDED SURVEY CONTROL
 JB1118
 JB1118  NGVD 29 (??/??/92)  151.106  (m)          495.75   (f) ADJ UNCH    2 0
 JB1118
 JB1118.Superseded values are not recommended for survey control.
 JB1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1118.See file dsdata.txt to determine how the superseded data were derived.
 JB1118
 JB1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH975533(NAD 83)
 JB1118_MARKER: DB = BENCH MARK DISK
 JB1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1118_STAMPING: H 104 1935
 JB1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1118+STABILITY: SURFACE MOTION
 JB1118
 JB1118  HISTORY     - Date     Condition        Report By
 JB1118  HISTORY     - 1935     MONUMENTED       CGS
 JB1118  HISTORY     - 1961     GOOD             NGS
 JB1118
 JB1118                          STATION DESCRIPTION
 JB1118
 JB1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB1118'3.3 MI SW FROM HOYLETON.
 JB1118'ABOUT 3.3 MILES SOUTHWEST ALONG THE MISSOURI-ILLINOIS RAILROAD
 JB1118'FROM ITS STATION IN HOYLETON, IN THE SMALL COMMUNITY OF HUEGLEY,
 JB1118'AT AN EAST-WEST GRAVELED ROAD CROSSING, 19.5 FEET SOUTHEAST OF
 JB1118'THE SOUTHEAST RAIL, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JB1118'35 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 4.5 FEET
 JB1118'NORTHEAST OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS
 JB1118'POST, ABOUT 0.5 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 JB1118'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1059 ***********************************************************************
 HB1059  DESIGNATION -  H 105
 HB1059  PID         -  HB1059
 HB1059  STATE/COUNTY-  IL/RANDOLPH
 HB1059  USGS QUAD   -  CHESTER (1993)
 HB1059
 HB1059                         *CURRENT SURVEY CONTROL
 HB1059  ___________________________________________________________________
 HB1059* NAD 83(1986)-  37 54 36.     (N)    089 49 31.     (W)     SCALED    
 HB1059* NAVD 88     -       196.729  (meters)     645.44   (feet)  ADJUSTED  
 HB1059  ___________________________________________________________________
 HB1059  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 HB1059  DYNAMIC HT  -         196.593 (meters)     644.99  (feet)  COMP
 HB1059  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 HB1059
 HB1059  VERT ORDER  -  FIRST     CLASS II
 HB1059
 HB1059.The horizontal coordinates were scaled from a topographic map and have
 HB1059.an estimated accuracy of +/- 6 seconds.
 HB1059
 HB1059.The orthometric height was determined by differential leveling
 HB1059.and adjusted by the National Geodetic Survey in June 1991..
 HB1059.WARNING-Repeat measurements at this control monument indicate possible
 HB1059.vertical movement.
 HB1059
 HB1059.The geoid height was determined by GEOID03.
 HB1059
 HB1059.The dynamic height is computed by dividing the NAVD 88
 HB1059.geopotential number by the normal gravity value computed on the
 HB1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1059.degrees latitude (g = 980.6199 gals.).
 HB1059
 HB1059.The modeled gravity was interpolated from observed gravity values.
 HB1059
 HB1059;                    North         East    Units  Estimated Accuracy
 HB1059;SPC IL W     -   138,040.      730,020.      MT  (+/- 180 meters Scaled)
 HB1059
 HB1059                          SUPERSEDED SURVEY CONTROL
 HB1059
 HB1059  NGVD 29 (??/??/??)  196.661  (m)          645.21   (f) ADJUSTED    1 2
 HB1059
 HB1059.Superseded values are not recommended for survey control.
 HB1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1059.See file dsdata.txt to determine how the superseded data were derived.
 HB1059
 HB1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG516995(NAD 83)
 HB1059_MARKER: DB = BENCH MARK DISK
 HB1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1059_STAMPING: H 105 1935
 HB1059_PROJECTION: FLUSH
 HB1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1059+STABILITY: SURFACE MOTION
 HB1059
 HB1059  HISTORY     - Date     Condition        Report By
 HB1059  HISTORY     - 1935     MONUMENTED       CGS
 HB1059  HISTORY     - 1955     GOOD             CGS
 HB1059  HISTORY     - 1981     GOOD             NGS
 HB1059
 HB1059                          STATION DESCRIPTION
 HB1059
 HB1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HB1059'AT CHESTER.
 HB1059'AT CHESTER, RANDOLPH COUNTY, AT THE FIRST METHODIST CHURCH, 20
 HB1059'FEET EAST OF A SIDEWALK LEADING TO THE SIDE ENTRANCE OF THE BUILDING,
 HB1059'ONE FOOT INSIDE A HEDGE FENCE, AND 6 FEET SOUTH OF A FLOWER URN.
 HB1059'A STANDARD DISK, STAMPED H 105 1935 AND SET IN THE TOP OF A
 HB1059'CONCRETE POST.
 HB1059
 HB1059                          STATION RECOVERY (1981)
 HB1059
 HB1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1059'IN CHESTER, AT THE FIRST METHODIST CHURCH ALONG STATE STREET, NEAR THE
 HB1059'EAST FACE OF THE CHURCH BUILDING, 3.66 METERS (12.0 FEET) WEST OF THE
 HB1059'WEST CURB OF STATE STREET, 6.10 METER (20.0 FEET) NORTH OF A SIDEWALK
 HB1059'LEADING TO THE SOUTH SIDE ENTRANCE TO THE BUILDING AND 6.55 METERS
 HB1059'(21.5 FEET) NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING.
 HB1059'THE MARK IS 0.15 M ABOVE STREET SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0872 ***********************************************************************
 HB0872  DESIGNATION -  H 106
 HB0872  PID         -  HB0872
 HB0872  STATE/COUNTY-  IL/UNION
 HB0872  USGS QUAD   -  JONESBORO (1996)
 HB0872
 HB0872                         *CURRENT SURVEY CONTROL
 HB0872  ___________________________________________________________________
 HB0872* NAD 83(1986)-  37 27 31.     (N)    089 15 01.     (W)     SCALED    
 HB0872* NAVD 88     -       197.141  (meters)     646.79   (feet)  ADJUSTED  
 HB0872  ___________________________________________________________________
 HB0872  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0872  DYNAMIC HT  -         197.000 (meters)     646.32  (feet)  COMP
 HB0872  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 HB0872
 HB0872  VERT ORDER  -  FIRST     CLASS II
 HB0872
 HB0872.The horizontal coordinates were scaled from a topographic map and have
 HB0872.an estimated accuracy of +/- 6 seconds.
 HB0872
 HB0872.The orthometric height was determined by differential leveling
 HB0872.and adjusted by the National Geodetic Survey in June 1991..
 HB0872
 HB0872.The geoid height was determined by GEOID03.
 HB0872
 HB0872.The dynamic height is computed by dividing the NAVD 88
 HB0872.geopotential number by the normal gravity value computed on the
 HB0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0872.degrees latitude (g = 980.6199 gals.).
 HB0872
 HB0872.The modeled gravity was interpolated from observed gravity values.
 HB0872
 HB0872;                    North         East    Units  Estimated Accuracy
 HB0872;SPC IL W     -    88,280.      781,070.      MT  (+/- 180 meters Scaled)
 HB0872
 HB0872                          SUPERSEDED SURVEY CONTROL
 HB0872
 HB0872  NGVD 29 (??/??/??)  197.151  (m)          646.82   (f) ADJUSTED    1 2
 HB0872
 HB0872.Superseded values are not recommended for survey control.
 HB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0872.See file dsdata.txt to determine how the superseded data were derived.
 HB0872
 HB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG009481(NAD 83)
 HB0872_MARKER: DB = BENCH MARK DISK
 HB0872_SETTING: 0 = UNSPECIFIED SETTING
 HB0872_STAMPING: H 106 1935
 HB0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0872
 HB0872  HISTORY     - Date     Condition        Report By
 HB0872  HISTORY     - 1935     MONUMENTED       CGS
 HB0872  HISTORY     - 1949     GOOD             CGS
 HB0872  HISTORY     - 1975     POOR             LOCENG
 HB0872  HISTORY     - 1975     POOR             LOCENG
 HB0872  HISTORY     - 1975     POOR             LOCENG
 HB0872
 HB0872                          STATION DESCRIPTION
 HB0872
 HB0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0872'AT ANNA.
 HB0872'AT ANNA, AT THE INTERSECTION OF WEST JEFFERSON AND SOUTH MAIN
 HB0872'STREET, NEAR THE EAST CORNER OF THE MT. MORIAH LUTHERAN CHURCH
 HB0872'YARD, 34.5 FEET EAST-NORTHEAST OF THE EAST CORNER OF THE STONE
 HB0872'AND BRICK CHURCH BUILDING, 17.2 FEET SOUTH OF THE SOUTH CORNER OF
 HB0872'A TAN BRICK BUILDING HOUSING DOCTORS OFFICES, 17 FEET NORTHWEST
 HB0872'OF THE NORTHWEST CURB OF SOUTH MAIN STREET, 107 FEET NORTHEAST
 HB0872'OF THE NORTHEAST CURB OF WEST JEFFERSON STREET, ABOUT 1 1/2 FEET
 HB0872'BELOW THE GROUND ACCESS TO WHICH IS HAD THROUGH A 5-INCH TILE
 HB0872'PIPE.
 HB0872
 HB0872                          STATION RECOVERY (1975)
 HB0872
 HB0872'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 HB0872'MARK RECOVERED IN POOR CONDITION.
 HB0872
 HB0872                          STATION RECOVERY (1975)
 HB0872
 HB0872'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 HB0872'MARK RECOVERED IN POOR CONDITION.
 HB0872
 HB0872                          STATION RECOVERY (1975)
 HB0872
 HB0872'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 HB0872'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0751 ***********************************************************************
 HB0751  DESIGNATION -  H 107
 HB0751  PID         -  HB0751
 HB0751  STATE/COUNTY-  IL/ALEXANDER
 HB0751  USGS QUAD   -  THEBES (1996)
 HB0751
 HB0751                         *CURRENT SURVEY CONTROL
 HB0751  ___________________________________________________________________
 HB0751* NAD 83(1986)-  37 12 59.     (N)    089 27 31.     (W)     SCALED    
 HB0751* NAVD 88     -       124.697  (meters)     409.11   (feet)  ADJUSTED  
 HB0751  ___________________________________________________________________
 HB0751  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB0751  DYNAMIC HT  -         124.606 (meters)     408.81  (feet)  COMP
 HB0751  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 HB0751
 HB0751  VERT ORDER  -  SECOND    CLASS 0
 HB0751
 HB0751.The horizontal coordinates were scaled from a topographic map and have
 HB0751.an estimated accuracy of +/- 6 seconds.
 HB0751
 HB0751.The orthometric height was determined by differential leveling
 HB0751.and adjusted by the National Geodetic Survey in June 1991..
 HB0751
 HB0751.The geoid height was determined by GEOID03.
 HB0751
 HB0751.The dynamic height is computed by dividing the NAVD 88
 HB0751.geopotential number by the normal gravity value computed on the
 HB0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0751.degrees latitude (g = 980.6199 gals.).
 HB0751
 HB0751.The modeled gravity was interpolated from observed gravity values.
 HB0751
 HB0751;                    North         East    Units  Estimated Accuracy
 HB0751;SPC IL W     -    61,240.      762,840.      MT  (+/- 180 meters Scaled)
 HB0751
 HB0751                          SUPERSEDED SURVEY CONTROL
 HB0751
 HB0751  NGVD 29 (??/??/??)  124.571  (m)          408.70   (f) ADJUSTED    2 0
 HB0751
 HB0751.Superseded values are not recommended for survey control.
 HB0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0751.See file dsdata.txt to determine how the superseded data were derived.
 HB0751
 HB0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG818217(NAD 83)
 HB0751_MARKER: DB = BENCH MARK DISK
 HB0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0751_STAMPING: H 107 1935
 HB0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0751+STABILITY: SURFACE MOTION
 HB0751
 HB0751  HISTORY     - Date     Condition        Report By
 HB0751  HISTORY     - 1935     MONUMENTED       CGS
 HB0751  HISTORY     - 1942     GOOD             CGS
 HB0751  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 HB0751
 HB0751                          STATION DESCRIPTION
 HB0751
 HB0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HB0751'AT THEBES.
 HB0751'AT THEBES, ALEXANDER COUNTY, 45 FEET EAST OF THE ST. LOUIS
 HB0751'SOUTHWESTERN RAILWAY STATION, ABOUT 500 FEET EAST OF THE MISSISSIPPI
 HB0751'RIVER BRIDGE, 15 FEET NORTH OF THE TRACK, AND 2 FEET SOUTH OF A
 HB0751'PICKET FENCE.  A STANDARD DISK, STAMPED H 107 1935 AND SET IN THE
 HB0751'TOP OF A CONCRETE POST.
 HB0751
 HB0751                          STATION RECOVERY (1985)
 HB0751
 HB0751'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 HB0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0173 ***********************************************************************
 JB0173  DESIGNATION -  H 108
 JB0173  PID         -  JB0173
 JB0173  STATE/COUNTY-  IL/WAYNE
 JB0173  USGS QUAD   -  GOLDEN GATE (1971)
 JB0173
 JB0173                         *CURRENT SURVEY CONTROL
 JB0173  ___________________________________________________________________
 JB0173* NAD 83(1986)-  38 21 31.     (N)    088 10 16.     (W)     SCALED    
 JB0173* NAVD 88     -       120.225  (meters)     394.44   (feet)  ADJUSTED  
 JB0173  ___________________________________________________________________
 JB0173  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JB0173  DYNAMIC HT  -         120.149 (meters)     394.19  (feet)  COMP
 JB0173  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JB0173
 JB0173  VERT ORDER  -  SECOND    CLASS 0
 JB0173
 JB0173.The horizontal coordinates were scaled from a topographic map and have
 JB0173.an estimated accuracy of +/- 6 seconds.
 JB0173
 JB0173.The orthometric height was determined by differential leveling
 JB0173.and adjusted by the National Geodetic Survey in June 1991..
 JB0173
 JB0173.The geoid height was determined by GEOID03.
 JB0173
 JB0173.The dynamic height is computed by dividing the NAVD 88
 JB0173.geopotential number by the normal gravity value computed on the
 JB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0173.degrees latitude (g = 980.6199 gals.).
 JB0173
 JB0173.The modeled gravity was interpolated from observed gravity values.
 JB0173
 JB0173;                    North         East    Units  Estimated Accuracy
 JB0173;SPC IL E     -   187,790.      314,180.      MT  (+/- 180 meters Scaled)
 JB0173
 JB0173                          SUPERSEDED SURVEY CONTROL
 JB0173
 JB0173  NGVD 29 (??/??/92)  120.358  (m)          394.87   (f) ADJ UNCH    2 0
 JB0173
 JB0173.Superseded values are not recommended for survey control.
 JB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0173.See file dsdata.txt to determine how the superseded data were derived.
 JB0173
 JB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH976462(NAD 83)
 JB0173_MARKER: DB = BENCH MARK DISK
 JB0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0173_STAMPING: H 108 1935
 JB0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0173+STABILITY: SURFACE MOTION
 JB0173
 JB0173  HISTORY     - Date     Condition        Report By
 JB0173  HISTORY     - 1935     MONUMENTED       CGS
 JB0173
 JB0173                          STATION DESCRIPTION
 JB0173
 JB0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0173'1.7 MI E FROM GOLDEN GATE.
 JB0173'1.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JB0173'GOLDEN GATE, WAYNE COUNTY, 0.4 MILE WEST OF MILEPOST 128, 40
 JB0173'FEET WEST OF A ROAD CROSSING, AND 45 FEET NORTH OF THE TRACK.
 JB0173'A STANDARD DISK, STAMPED H 108 1935 AND SET IN THE TOP OF A
 JB0173'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0361 ***********************************************************************
 JB0361  DESIGNATION -  H 109
 JB0361  PID         -  JB0361
 JB0361  STATE/COUNTY-  IL/JEFFERSON
 JB0361  USGS QUAD   -  MOUNT VERNON (1978)
 JB0361
 JB0361                         *CURRENT SURVEY CONTROL
 JB0361  ___________________________________________________________________
 JB0361* NAD 83(1986)-  38 19 03.     (N)    088 54 11.     (W)     SCALED    
 JB0361* NAVD 88     -       156.303  (meters)     512.80   (feet)  ADJUSTED  
 JB0361  ___________________________________________________________________
 JB0361  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JB0361  DYNAMIC HT  -         156.203 (meters)     512.48  (feet)  COMP
 JB0361  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 JB0361
 JB0361  VERT ORDER  -  SECOND    CLASS 0
 JB0361
 JB0361.The horizontal coordinates were scaled from a topographic map and have
 JB0361.an estimated accuracy of +/- 6 seconds.
 JB0361
 JB0361.The orthometric height was determined by differential leveling
 JB0361.and adjusted by the National Geodetic Survey in June 1991..
 JB0361
 JB0361.The geoid height was determined by GEOID03.
 JB0361
 JB0361.The dynamic height is computed by dividing the NAVD 88
 JB0361.geopotential number by the normal gravity value computed on the
 JB0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0361.degrees latitude (g = 980.6199 gals.).
 JB0361
 JB0361.The modeled gravity was interpolated from observed gravity values.
 JB0361
 JB0361;                    North         East    Units  Estimated Accuracy
 JB0361;SPC IL E     -   183,370.      250,180.      MT  (+/- 180 meters Scaled)
 JB0361
 JB0361                          SUPERSEDED SURVEY CONTROL
 JB0361
 JB0361  NGVD 29 (??/??/92)  156.411  (m)          513.16   (f) ADJ UNCH    2 0
 JB0361
 JB0361.Superseded values are not recommended for survey control.
 JB0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0361.See file dsdata.txt to determine how the superseded data were derived.
 JB0361
 JB0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH336427(NAD 83)
 JB0361_MARKER: DB = BENCH MARK DISK
 JB0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0361_STAMPING: H 109 1935
 JB0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0361+STABILITY: SURFACE MOTION
 JB0361
 JB0361  HISTORY     - Date     Condition        Report By
 JB0361  HISTORY     - 1935     MONUMENTED       CGS
 JB0361  HISTORY     - 1967     GOOD             NGS
 JB0361
 JB0361                          STATION DESCRIPTION
 JB0361
 JB0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0361'AT MT VERNON.
 JB0361'AT MT. VERNON, JEFFERSON COUNTY, AT THE COUNTY COURTHOUSE, 8
 JB0361'FEET SOUTH OF THE MAIN STREET SIDEWALK, 8 FEET EAST OF THE STREET
 JB0361'WEST OF THE COURTHOUSE, AND 20 FEET NORTHWEST OF A GUN MEMORIAL
 JB0361'BASE.  A STANDARD DISK, STAMPED H 109 1935 AND SET IN THE TOP OF
 JB0361'A CONCRETE POST.
 JB0361
 JB0361                          STATION RECOVERY (1967)
 JB0361
 JB0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JB0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0024 ***********************************************************************
 KB0024  DESIGNATION -  H 11
 KB0024  PID         -  KB0024
 KB0024  STATE/COUNTY-  IL/COLES
 KB0024  USGS QUAD   -  OAKLAND (1982)
 KB0024
 KB0024                         *CURRENT SURVEY CONTROL
 KB0024  ___________________________________________________________________
 KB0024* NAD 83(1986)-  39 39 16.     (N)    088 01 17.     (W)     SCALED    
 KB0024* NAVD 88     -       199.914  (meters)     655.88   (feet)  ADJUSTED  
 KB0024  ___________________________________________________________________
 KB0024  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0024  DYNAMIC HT  -         199.805 (meters)     655.53  (feet)  COMP
 KB0024  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 KB0024
 KB0024  VERT ORDER  -  FIRST     CLASS II
 KB0024
 KB0024.The horizontal coordinates were scaled from a topographic map and have
 KB0024.an estimated accuracy of +/- 6 seconds.
 KB0024
 KB0024.The orthometric height was determined by differential leveling
 KB0024.and adjusted by the National Geodetic Survey in June 1991..
 KB0024
 KB0024.The geoid height was determined by GEOID03.
 KB0024
 KB0024.The dynamic height is computed by dividing the NAVD 88
 KB0024.geopotential number by the normal gravity value computed on the
 KB0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0024.degrees latitude (g = 980.6199 gals.).
 KB0024
 KB0024.The modeled gravity was interpolated from observed gravity values.
 KB0024
 KB0024;                    North         East    Units  Estimated Accuracy
 KB0024;SPC IL E     -   331,680.      326,770.      MT  (+/- 180 meters Scaled)
 KB0024
 KB0024                          SUPERSEDED SURVEY CONTROL
 KB0024
 KB0024  NGVD 29 (??/??/92)  199.997  (m)          656.16   (f) ADJ UNCH    1 2
 KB0024
 KB0024.Superseded values are not recommended for survey control.
 KB0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0024.See file dsdata.txt to determine how the superseded data were derived.
 KB0024
 KB0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ123899(NAD 83)
 KB0024_MARKER: DB = BENCH MARK DISK
 KB0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0024_STAMPING: H 11 1933
 KB0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0024+STABILITY: SURFACE MOTION
 KB0024
 KB0024  HISTORY     - Date     Condition        Report By
 KB0024  HISTORY     - 1933     MONUMENTED       CGS
 KB0024  HISTORY     - 1956     GOOD             NGS
 KB0024  HISTORY     - 1973     GOOD             ILHD
 KB0024  HISTORY     - 20050304 MARK NOT FOUND   ILDT
 KB0024
 KB0024                          STATION DESCRIPTION
 KB0024
 KB0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0024'AT OAKLAND.
 KB0024'AT OAKLAND, AT CROSSING OF THE PENNSYLVANIA RAILROAD AND THE NEW
 KB0024'YORK, CHICAGO AND ST. LOUIS RAILROAD, 40 FEET SOUTHEAST OF
 KB0024'SOUTHEAST RAIL OF N.Y.C. AND ST. L. RR., 65 FEET SOUTH-SOUTHWEST
 KB0024'OF CENTER OF CROSSING OF TWO TRACKS, 31 FEET EAST OF TELEPHONE
 KB0024'POLE NO. 303/27, 90 FEET SOUTH-SOUTHEAST AND ACROSS N.Y.C. AND
 KB0024'ST. L. RR FROM THE SOUTHEAST CORNER OF THE P. RR STATION, 13
 KB0024'FEET WEST OF CENTER LINE OF TEETER STREET, 8 1/2 FEET SOUTHEAST
 KB0024'OF A FENCE CORNER, 4 1/2 FEET SOUTH OF TELEPHONE POLE NO. 245,
 KB0024'1 1/2 FEET WEST OF WEST CURB OF TEETER STREET, ABOUT 1 FOOT BELOW
 KB0024'LEVEL OF TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KB0024'3 INCHES.
 KB0024
 KB0024                          STATION RECOVERY (1973)
 KB0024
 KB0024'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0024'RECOVERED IN GOOD CONDITION.
 KB0024
 KB0024                          STATION RECOVERY (2005)
 KB0024
 KB0024'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0492 ***********************************************************************
 HB0492  DESIGNATION -  H 110
 HB0492  PID         -  HB0492
 HB0492  STATE/COUNTY-  IL/SALINE
 HB0492  USGS QUAD   -  HARRISBURG (1996)
 HB0492
 HB0492                         *CURRENT SURVEY CONTROL
 HB0492  ___________________________________________________________________
 HB0492* NAD 83(1986)-  37 44 14.     (N)    088 32 23.     (W)     SCALED    
 HB0492* NAVD 88     -       122.802  (meters)     402.89   (feet)  ADJUSTED  
 HB0492  ___________________________________________________________________
 HB0492  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB0492  DYNAMIC HT  -         122.718 (meters)     402.62  (feet)  COMP
 HB0492  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 HB0492
 HB0492  VERT ORDER  -  SECOND    CLASS 0
 HB0492
 HB0492.The horizontal coordinates were scaled from a topographic map and have
 HB0492.an estimated accuracy of +/- 6 seconds.
 HB0492
 HB0492.The orthometric height was determined by differential leveling
 HB0492.and adjusted by the National Geodetic Survey in June 1991..
 HB0492
 HB0492.The geoid height was determined by GEOID03.
 HB0492
 HB0492.The dynamic height is computed by dividing the NAVD 88
 HB0492.geopotential number by the normal gravity value computed on the
 HB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0492.degrees latitude (g = 980.6199 gals.).
 HB0492
 HB0492.The modeled gravity was interpolated from observed gravity values.
 HB0492
 HB0492;                    North         East    Units  Estimated Accuracy
 HB0492;SPC IL E     -   118,830.      281,810.      MT  (+/- 180 meters Scaled)
 HB0492
 HB0492                          SUPERSEDED SURVEY CONTROL
 HB0492
 HB0492  NGVD 29 (??/??/??)  122.899  (m)          403.21   (f) ADJUSTED    2 0
 HB0492
 HB0492.Superseded values are not recommended for survey control.
 HB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0492.See file dsdata.txt to determine how the superseded data were derived.
 HB0492
 HB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG643777(NAD 83)
 HB0492_MARKER: DB = BENCH MARK DISK
 HB0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0492_SP_SET: RETAINING WALL
 HB0492_STAMPING: H 110 1935
 HB0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0492
 HB0492  HISTORY     - Date     Condition        Report By
 HB0492  HISTORY     - 1935     MONUMENTED       CGS
 HB0492  HISTORY     - 1977     GOOD             ILDT
 HB0492  HISTORY     - 1977     GOOD             ILDT
 HB0492  HISTORY     - 1977     GOOD             ILDT
 HB0492
 HB0492                          STATION DESCRIPTION
 HB0492
 HB0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0492'AT HARRISBURG.
 HB0492'AT HARRISBURG, SALINE COUNTY, AT THE POST OFFICE, 14 YARDS SOUTH
 HB0492'OF THE WEST ENTRANCE, AT THE SOUTHWEST CORNER OF THE LAWN, AND
 HB0492'IN THE TOP OF THE CORNER OF A RETAINING WALL.  A STANDARD DISK,
 HB0492'STAMPED H 110 1935.
 HB0492
 HB0492                          STATION RECOVERY (1977)
 HB0492
 HB0492'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977
 HB0492'RECOVERED IN GOOD CONDITION.
 HB0492
 HB0492                          STATION RECOVERY (1977)
 HB0492
 HB0492'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977
 HB0492'RECOVERED IN GOOD CONDITION.
 HB0492
 HB0492                          STATION RECOVERY (1977)
 HB0492
 HB0492'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977
 HB0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0346 ***********************************************************************
 HB0346  DESIGNATION -  H 111
 HB0346  PID         -  HB0346
 HB0346  STATE/COUNTY-  IL/MASSAC
 HB0346  USGS QUAD   -  REEVESVILLE (1996)
 HB0346
 HB0346                         *CURRENT SURVEY CONTROL
 HB0346  ___________________________________________________________________
 HB0346* NAD 83(1986)-  37 18 59.     (N)    088 43 16.     (W)     SCALED    
 HB0346* NAVD 88     -       104.936  (meters)     344.28   (feet)  ADJUSTED  
 HB0346  ___________________________________________________________________
 HB0346  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HB0346  DYNAMIC HT  -         104.860 (meters)     344.03  (feet)  COMP
 HB0346  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 HB0346
 HB0346  VERT ORDER  -  SECOND    CLASS 0
 HB0346
 HB0346.The horizontal coordinates were scaled from a topographic map and have
 HB0346.an estimated accuracy of +/- 6 seconds.
 HB0346
 HB0346.The orthometric height was determined by differential leveling
 HB0346.and adjusted by the National Geodetic Survey in June 1991..
 HB0346
 HB0346.The geoid height was determined by GEOID03.
 HB0346
 HB0346.The dynamic height is computed by dividing the NAVD 88
 HB0346.geopotential number by the normal gravity value computed on the
 HB0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0346.degrees latitude (g = 980.6199 gals.).
 HB0346
 HB0346.The modeled gravity was interpolated from observed gravity values.
 HB0346
 HB0346;                    North         East    Units  Estimated Accuracy
 HB0346;SPC IL E     -    72,170.      265,630.      MT  (+/- 180 meters Scaled)
 HB0346
 HB0346                          SUPERSEDED SURVEY CONTROL
 HB0346
 HB0346  NGVD 29 (??/??/??)  105.006  (m)          344.51   (f) ADJUSTED    2 0
 HB0346
 HB0346.Superseded values are not recommended for survey control.
 HB0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0346.See file dsdata.txt to determine how the superseded data were derived.
 HB0346
 HB0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG474313(NAD 83)
 HB0346_MARKER: DB = BENCH MARK DISK
 HB0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0346_STAMPING: H 111 1935
 HB0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0346+STABILITY: SURFACE MOTION
 HB0346
 HB0346  HISTORY     - Date     Condition        Report By
 HB0346  HISTORY     - 1935     MONUMENTED       CGS
 HB0346  HISTORY     - 1959     MARK NOT FOUND   CGS
 HB0346
 HB0346                          STATION DESCRIPTION
 HB0346
 HB0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HB0346'AT BAY PORT.
 HB0346'AT BAY PORT, MASSAC COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HB0346'JUST SOUTH OF THE STATION, 7 YARDS SOUTH OF THE CENTER OF A
 HB0346'ROAD CROSSING, AND 14 YARDS WEST OF THE CENTERLINE OF THE TRACK.
 HB0346'A STANDARD DISK, STAMPED H 111 1935 AND SET IN THE TOP OF A
 HB0346'CONCRETE POST.  NOTE-- THE RAILROAD HAS BEEN CHANGED AND THE MARK
 HB0346'IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0852 ***********************************************************************
 JB0852  DESIGNATION -  H 113
 JB0852  PID         -  JB0852
 JB0852  STATE/COUNTY-  IL/BOND
 JB0852  USGS QUAD   -  GREENVILLE (1974)
 JB0852
 JB0852                         *CURRENT SURVEY CONTROL
 JB0852  ___________________________________________________________________
 JB0852* NAD 83(1986)-  38 58 02.     (N)    089 28 14.     (W)     SCALED    
 JB0852* NAVD 88     -       183.268  (meters)     601.27   (feet)  ADJUSTED  
 JB0852  ___________________________________________________________________
 JB0852  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JB0852  DYNAMIC HT  -         183.159 (meters)     600.91  (feet)  COMP
 JB0852  MODELED GRAV-     980,030.6   (mgal)                       NAVD 88
 JB0852
 JB0852  VERT ORDER  -  SECOND    CLASS 0
 JB0852
 JB0852.The horizontal coordinates were scaled from a topographic map and have
 JB0852.an estimated accuracy of +/- 6 seconds.
 JB0852
 JB0852.The orthometric height was determined by differential leveling
 JB0852.and adjusted by the National Geodetic Survey in June 1991..
 JB0852
 JB0852.The geoid height was determined by GEOID03.
 JB0852
 JB0852.The dynamic height is computed by dividing the NAVD 88
 JB0852.geopotential number by the normal gravity value computed on the
 JB0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0852.degrees latitude (g = 980.6199 gals.).
 JB0852
 JB0852.The modeled gravity was interpolated from observed gravity values.
 JB0852
 JB0852;                    North         East    Units  Estimated Accuracy
 JB0852;SPC IL W     -   255,560.      760,330.      MT  (+/- 180 meters Scaled)
 JB0852
 JB0852                          SUPERSEDED SURVEY CONTROL
 JB0852
 JB0852  NGVD 29 (??/??/92)  183.394  (m)          601.69   (f) ADJ UNCH    2 0
 JB0852
 JB0852.Superseded values are not recommended for survey control.
 JB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0852.See file dsdata.txt to determine how the superseded data were derived.
 JB0852
 JB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ859160(NAD 83)
 JB0852_MARKER: DB = BENCH MARK DISK
 JB0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0852_STAMPING: H 113 1935
 JB0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0852+STABILITY: SURFACE MOTION
 JB0852
 JB0852  HISTORY     - Date     Condition        Report By
 JB0852  HISTORY     - 1935     MONUMENTED       CGS
 JB0852  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB0852
 JB0852                          STATION DESCRIPTION
 JB0852
 JB0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0852'1.1 MI NW FROM AYERS.
 JB0852'1.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 JB0852'RAILROAD FROM THE STATION AT AYERS, BOND COUNTY, 300 FEET SOUTH
 JB0852'OF MILEPOST 84, AT THE CROSSING OF STATE HIGHWAY 127, 30 FEET
 JB0852'NORTH OF THE CENTERLINE OF STATE HIGHWAY 127, 21 FEET EAST OF
 JB0852'THE EAST RAIL, AND 8 FEET NORTH OF THE CONCRETE FOUNDATION OF A
 JB0852'CROSSING-WARNING LIGHT.  A STANDARD DISK, STAMPED H 113 1935 AND
 JB0852'SET IN THE TOP OF A CONCRETE POST.
 JB0852
 JB0852                          STATION RECOVERY (1974)
 JB0852
 JB0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0117 ***********************************************************************
 JC0117  DESIGNATION -  H 114
 JC0117  PID         -  JC0117
 JC0117  STATE/COUNTY-  IL/ST CLAIR
 JC0117  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0117
 JC0117                         *CURRENT SURVEY CONTROL
 JC0117  ___________________________________________________________________
 JC0117* NAD 83(1986)-  38 33 25.     (N)    090 06 35.     (W)     SCALED    
 JC0117* NAVD 88     -       127.584  (meters)     418.58   (feet)  ADJUSTED  
 JC0117  ___________________________________________________________________
 JC0117  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JC0117  DYNAMIC HT  -         127.503 (meters)     418.32  (feet)  COMP
 JC0117  MODELED GRAV-     979,992.7   (mgal)                       NAVD 88
 JC0117
 JC0117  VERT ORDER  -  SECOND    CLASS 0
 JC0117
 JC0117.The horizontal coordinates were scaled from a topographic map and have
 JC0117.an estimated accuracy of +/- 6 seconds.
 JC0117
 JC0117.The orthometric height was determined by differential leveling
 JC0117.and adjusted by the National Geodetic Survey in June 1991..
 JC0117
 JC0117.The geoid height was determined by GEOID03.
 JC0117
 JC0117.The dynamic height is computed by dividing the NAVD 88
 JC0117.geopotential number by the normal gravity value computed on the
 JC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0117.degrees latitude (g = 980.6199 gals.).
 JC0117
 JC0117.The modeled gravity was interpolated from observed gravity values.
 JC0117
 JC0117;                    North         East    Units  Estimated Accuracy
 JC0117;SPC IL W     -   209,790.      704,960.      MT  (+/- 180 meters Scaled)
 JC0117
 JC0117                          SUPERSEDED SURVEY CONTROL
 JC0117
 JC0117  NGVD 29 (??/??/92)  127.716  (m)          419.01   (f) ADJ UNCH    2 0
 JC0117
 JC0117.Superseded values are not recommended for survey control.
 JC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0117.See file dsdata.txt to determine how the superseded data were derived.
 JC0117
 JC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC518715(NAD 83)
 JC0117_MARKER: DB = BENCH MARK DISK
 JC0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0117_STAMPING: H 114 1935
 JC0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0117+STABILITY: SURFACE MOTION
 JC0117
 JC0117  HISTORY     - Date     Condition        Report By
 JC0117  HISTORY     - 1935     MONUMENTED       CGS
 JC0117
 JC0117                          STATION DESCRIPTION
 JC0117
 JC0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0117'AT CENTERVILLE.
 JC0117'AT CENTERVILLE, ST. CLAIR COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 JC0117'AT THE CROSSING OF STATE HIGHWAY 157, 40 FEET WEST OF THE
 JC0117'CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF THE CENTERLINE OF
 JC0117'THE SOUTHBOUND TRACK, AND 12 FEET SOUTHEAST OF A POLE.  A
 JC0117'STANDARD DISK, STAMPED H 114 1935 AND SET IN THE TOP OF A CONCRETE
 JC0117'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0282 ***********************************************************************
 JC0282  DESIGNATION -  H 115
 JC0282  PID         -  JC0282
 JC0282  STATE/COUNTY-  IL/ST CLAIR
 JC0282  USGS QUAD   -  COLUMBIA (1991)
 JC0282
 JC0282                         *CURRENT SURVEY CONTROL
 JC0282  ___________________________________________________________________
 JC0282* NAD 83(1986)-  38 28 50.     (N)    090 13 45.     (W)     SCALED    
 JC0282* NAVD 88     -       125.183  (meters)     410.70   (feet)  ADJUSTED  
 JC0282  ___________________________________________________________________
 JC0282  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JC0282  DYNAMIC HT  -         125.103 (meters)     410.44  (feet)  COMP
 JC0282  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JC0282
 JC0282  VERT ORDER  -  SECOND    CLASS 0
 JC0282
 JC0282.The horizontal coordinates were scaled from a topographic map and have
 JC0282.an estimated accuracy of +/- 6 seconds.
 JC0282
 JC0282.The orthometric height was determined by differential leveling
 JC0282.and adjusted by the National Geodetic Survey in June 1991..
 JC0282
 JC0282.The geoid height was determined by GEOID03.
 JC0282
 JC0282.The dynamic height is computed by dividing the NAVD 88
 JC0282.geopotential number by the normal gravity value computed on the
 JC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0282.degrees latitude (g = 980.6199 gals.).
 JC0282
 JC0282.The modeled gravity was interpolated from observed gravity values.
 JC0282
 JC0282;                    North         East    Units  Estimated Accuracy
 JC0282;SPC IL W     -   201,310.      694,550.      MT  (+/- 180 meters Scaled)
 JC0282
 JC0282                          SUPERSEDED SURVEY CONTROL
 JC0282
 JC0282  NGVD 29 (??/??/92)  125.327  (m)          411.18   (f) ADJ UNCH    2 0
 JC0282
 JC0282.Superseded values are not recommended for survey control.
 JC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0282.See file dsdata.txt to determine how the superseded data were derived.
 JC0282
 JC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC416627(NAD 83)
 JC0282_MARKER: DB = BENCH MARK DISK
 JC0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0282_STAMPING: H 115 1935
 JC0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0282+STABILITY: SURFACE MOTION
 JC0282
 JC0282  HISTORY     - Date     Condition        Report By
 JC0282  HISTORY     - 1935     MONUMENTED       CGS
 JC0282
 JC0282                          STATION DESCRIPTION
 JC0282
 JC0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0282'2.8 MI S FROM DUPO.
 JC0282'2.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0282'STATION AT DUPO, ST. CLAIR COUNTY, 0.1 MILE NORTH OF MILEPOST 9,
 JC0282'AT A COUNTY-ROAD CROSSING, 15 FEET WEST OF THE CENTERLINE OF THE
 JC0282'SOUTH-BOUND MAIN TRACK, 15 FEET NORTH OF THE CENTERLINE OF THE
 JC0282'ROAD, AND 2 FEET NORTHWEST OF A RAILROAD CROSSING SIGN.  A
 JC0282'STANDARD DISK, STAMPED H 115 1935 AND SET IN THE TOP OF A
 JC0282'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GD1235 ***********************************************************************
 GD1235  DESIGNATION -  H 116
 GD1235  PID         -  GD1235
 GD1235  STATE/COUNTY-  IL/ALEXANDER
 GD1235  USGS QUAD   -  WYATT (1978)
 GD1235
 GD1235                         *CURRENT SURVEY CONTROL
 GD1235  ___________________________________________________________________
 GD1235* NAD 83(1986)-  36 59 55.     (N)    089 09 53.     (W)     SCALED    
 GD1235* NAVD 88     -        95.540  (meters)     313.45   (feet)  ADJUSTED  
 GD1235  ___________________________________________________________________
 GD1235  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1235  DYNAMIC HT  -          95.470 (meters)     313.22  (feet)  COMP
 GD1235  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 GD1235
 GD1235  VERT ORDER  -  FIRST     CLASS I
 GD1235
 GD1235.The horizontal coordinates were scaled from a topographic map and have
 GD1235.an estimated accuracy of +/- 6 seconds.
 GD1235
 GD1235.The orthometric height was determined by differential leveling
 GD1235.and adjusted by the National Geodetic Survey in June 1991..
 GD1235.WARNING-Repeat measurements at this control monument indicate possible
 GD1235.vertical movement.
 GD1235
 GD1235.The geoid height was determined by GEOID03.
 GD1235
 GD1235.The dynamic height is computed by dividing the NAVD 88
 GD1235.geopotential number by the normal gravity value computed on the
 GD1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1235.degrees latitude (g = 980.6199 gals.).
 GD1235
 GD1235.The modeled gravity was interpolated from observed gravity values.
 GD1235
 GD1235;                    North         East    Units  Estimated Accuracy
 GD1235;SPC IL W     -    37,300.      789,180.      MT  (+/- 180 meters Scaled)
 GD1235
 GD1235                          SUPERSEDED SURVEY CONTROL
 GD1235
 GD1235  NGVD 29 (??/??/??)   95.422  (m)          313.06   (f) ADJUSTED    1 1
 GD1235
 GD1235.Superseded values are not recommended for survey control.
 GD1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1235.See file dsdata.txt to determine how the superseded data were derived.
 GD1235
 GD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF073969(NAD 83)
 GD1235_MARKER: DB = BENCH MARK DISK
 GD1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GD1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GD1235_STAMPING: H 116 1935
 GD1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GD1235+STABILITY: SURFACE MOTION
 GD1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GD1235+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 GD1235
 GD1235  HISTORY     - Date     Condition        Report By
 GD1235  HISTORY     - 1935     MONUMENTED       CGS
 GD1235  HISTORY     - 1969     GOOD             CGS
 GD1235  HISTORY     - 1976     GOOD             NGS
 GD1235  HISTORY     - 20020813 GOOD             USACE
 GD1235
 GD1235                          STATION DESCRIPTION
 GD1235
 GD1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 GD1235'0.6 MI SE FROM CAIRO.
 GD1235'ABOUT 0.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 51 WHICH IS
 GD1235'WASHINGTON AVENUE FROM THE POST OFFICE AND COURTHOUSE AT CAIRO,
 GD1235'54 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET
 GD1235'SOUTHEAST OF THE CENTER LINE OF 5TH STREET, 39 1/2 FEET SOUTH OF
 GD1235'THE WEST CORNER OF THE ILLINOIS NATIONAL GUARD BUILDING, 6 FEET
 GD1235'NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK, ABOUT
 GD1235'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 GD1235'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 GD1235'GROUND.  SEC 25, T 17 S, R 1 W.
 GD1235
 GD1235                          STATION RECOVERY (1976)
 GD1235
 GD1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GD1235'RECOVERED IN GOOD CONDITION.
 GD1235
 GD1235                          STATION RECOVERY (2002)
 GD1235
 GD1235'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 GD1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0694 ***********************************************************************
 HB0694  DESIGNATION -  H 119
 HB0694  PID         -  HB0694
 HB0694  STATE/COUNTY-  IL/JACKSON
 HB0694  USGS QUAD   -  MURPHYSBORO (1978)
 HB0694
 HB0694                         *CURRENT SURVEY CONTROL
 HB0694  ___________________________________________________________________
 HB0694* NAD 83(1986)-  37 45 50.     (N)    089 20 06.     (W)     SCALED    
 HB0694* NAVD 88     -       127.983  (meters)     419.89   (feet)  ADJUSTED  
 HB0694  ___________________________________________________________________
 HB0694  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB0694  DYNAMIC HT  -         127.894 (meters)     419.60  (feet)  COMP
 HB0694  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 HB0694
 HB0694  VERT ORDER  -  FIRST     CLASS II
 HB0694
 HB0694.The horizontal coordinates were scaled from a topographic map and have
 HB0694.an estimated accuracy of +/- 6 seconds.
 HB0694
 HB0694.The orthometric height was determined by differential leveling
 HB0694.and adjusted by the National Geodetic Survey in June 1991..
 HB0694.WARNING-Repeat measurements at this control monument indicate possible
 HB0694.vertical movement.
 HB0694
 HB0694.The geoid height was determined by GEOID03.
 HB0694
 HB0694.The dynamic height is computed by dividing the NAVD 88
 HB0694.geopotential number by the normal gravity value computed on the
 HB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0694.degrees latitude (g = 980.6199 gals.).
 HB0694
 HB0694.The modeled gravity was interpolated from observed gravity values.
 HB0694
 HB0694;                    North         East    Units  Estimated Accuracy
 HB0694;SPC IL W     -   122,090.      773,280.      MT  (+/- 180 meters Scaled)
 HB0694
 HB0694                          SUPERSEDED SURVEY CONTROL
 HB0694
 HB0694  NGVD 29 (??/??/??)  127.905  (m)          419.63   (f) ADJUSTED    1 2
 HB0694
 HB0694.Superseded values are not recommended for survey control.
 HB0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0694.See file dsdata.txt to determine how the superseded data were derived.
 HB0694
 HB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG943821(NAD 83)
 HB0694_MARKER: DB = BENCH MARK DISK
 HB0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0694_STAMPING: H 119 1935
 HB0694_PROJECTION: RECESSED 18 CENTIMETERS
 HB0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0694+STABILITY: SURFACE MOTION
 HB0694
 HB0694  HISTORY     - Date     Condition        Report By
 HB0694  HISTORY     - 1935     MONUMENTED       CGS
 HB0694  HISTORY     - 1949     GOOD             CGS
 HB0694  HISTORY     - 1976     GOOD             ILDT
 HB0694  HISTORY     - 1976     GOOD             ILDT
 HB0694  HISTORY     - 1976     GOOD             ILDT
 HB0694  HISTORY     - 1981     GOOD             NGS
 HB0694
 HB0694                          STATION DESCRIPTION
 HB0694
 HB0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0694'AT MURPHYSBORO.
 HB0694'AT MURPHYSBORO, AT THE COURTHOUSE, 38.5 FEET NORTHWEST OF THE
 HB0694'CENTER OF THE DOOR AT THE WEST ENTRANCE, 74 FEET SOUTH OF THE
 HB0694'SOUTH CURB OF WALNUT STREET, 45 FEET SOUTHWEST OF THE NORTHWEST
 HB0694'CORNER OF THE COURTHOUSE, 11.8 FEET EAST OF THE EAST STREET
 HB0694'CURB OF 11TH STREET, 6.5 FEET NORTH OF THE SOUTH EDGE OF CONCRETE
 HB0694'CURBING BETWEEN LAWN AND WEST ENTRANCE TO COURTHOUSE, ABOUT
 HB0694'1 FOOT ABOVE THE LEVEL OF THE SIDEWALK AND SET IN THE TOP OF A
 HB0694'CONCRETE POST FLUSH WITH THE LAWN.
 HB0694
 HB0694                          STATION RECOVERY (1976)
 HB0694
 HB0694'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0694'RECOVERED IN GOOD CONDITION.
 HB0694
 HB0694                          STATION RECOVERY (1976)
 HB0694
 HB0694'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0694'RECOVERED IN GOOD CONDITION.
 HB0694
 HB0694                          STATION RECOVERY (1976)
 HB0694
 HB0694'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0694'RECOVERED IN GOOD CONDITION.
 HB0694
 HB0694                          STATION RECOVERY (1981)
 HB0694
 HB0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0694'IN MURPHYSBORO, AT THE INTERSECTION OF 11TH STREET AND WALNUT STREET
 HB0694'(STATE HIGHWAY 149) IN THE WEST LAWN OF THE JACKSON COUNTY COURTHOUSE,
 HB0694'22.55 METERS (74.0 FEET) SOUTH OF THE SOUTH CURB OF WALNUT STREET,
 HB0694'18.96 METERS (62.2 FEET) SOUTH OF THE SOUTHEAST CORNER OF THE METAL
 HB0694'BASE OF A FLAGPOLE, 13.71 METERS (45.0 FEET) SOUTHWEST OF THE
 HB0694'NORTHWEST CORNER OF THE COURTHOUSE, 3.35 METERS (11.0 FEET) WEST OF
 HB0694'THE WEST CURB OF 11TH STREET, 1.98 METERS (6.5 FEET) NORTH OF THE
 HB0694'SOUTH EDGE OF THE CONCRETE CURBING OF THE LAWN ON THE NORTH SIDE OF
 HB0694'THE WEST ENTRANCE OF THE COURTHOUSE.
 HB0694'THE MARK IS 0.45 M ABOVE 11TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0617 ***********************************************************************
 KB0617  DESIGNATION -  H 12
 KB0617  PID         -  KB0617
 KB0617  STATE/COUNTY-  IL/MACON
 KB0617  USGS QUAD   -  LONG CREEK (1975)
 KB0617
 KB0617                         *CURRENT SURVEY CONTROL
 KB0617  ___________________________________________________________________
 KB0617* NAD 83(1986)-  39 45 19.     (N)    088 50 13.     (W)     SCALED    
 KB0617* NAVD 88     -       213.928  (meters)     701.86   (feet)  ADJUSTED  
 KB0617  ___________________________________________________________________
 KB0617  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0617  DYNAMIC HT  -         213.807 (meters)     701.47  (feet)  COMP
 KB0617  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KB0617
 KB0617  VERT ORDER  -  FIRST     CLASS II
 KB0617
 KB0617.The horizontal coordinates were scaled from a topographic map and have
 KB0617.an estimated accuracy of +/- 6 seconds.
 KB0617
 KB0617.The orthometric height was determined by differential leveling
 KB0617.and adjusted by the National Geodetic Survey in June 1991..
 KB0617
 KB0617.The geoid height was determined by GEOID03.
 KB0617
 KB0617.The dynamic height is computed by dividing the NAVD 88
 KB0617.geopotential number by the normal gravity value computed on the
 KB0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0617.degrees latitude (g = 980.6199 gals.).
 KB0617
 KB0617.The modeled gravity was interpolated from observed gravity values.
 KB0617
 KB0617;                    North         East    Units  Estimated Accuracy
 KB0617;SPC IL E     -   342,950.      256,840.      MT  (+/- 180 meters Scaled)
 KB0617
 KB0617                          SUPERSEDED SURVEY CONTROL
 KB0617
 KB0617  NGVD 29 (??/??/92)  214.000  (m)          702.10   (f) ADJ UNCH    1 2
 KB0617
 KB0617.Superseded values are not recommended for survey control.
 KB0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0617.See file dsdata.txt to determine how the superseded data were derived.
 KB0617
 KB0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK426022(NAD 83)
 KB0617_MARKER: DB = BENCH MARK DISK
 KB0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0617_STAMPING: H 12 1933
 KB0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0617+STABILITY: SURFACE MOTION
 KB0617
 KB0617  HISTORY     - Date     Condition        Report By
 KB0617  HISTORY     - 1933     MONUMENTED       CGS
 KB0617  HISTORY     - 1975     MARK NOT FOUND   ILDT
 KB0617
 KB0617                          STATION DESCRIPTION
 KB0617
 KB0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KB0617'0.8 MI E FROM HERVEY CITY.
 KB0617'ABOUT 3/4 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM HERVEY
 KB0617'CITY, MACON COUNTY, 26 POLES WEST OF MILEPOST TH 83, AT A ROAD
 KB0617'CROSSING, ABOUT 120 FEET WEST OF THE ROAD, AND 18 FEET SOUTH OF
 KB0617'THE TRACK.  A STANDARD DISK, STAMPED H 12 1933 AND SET IN THE
 KB0617'TOP OF A CONCRETE POST.
 KB0617
 KB0617                          STATION RECOVERY (1975)
 KB0617
 KB0617'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0501 ***********************************************************************
 HB0501  DESIGNATION -  H 120
 HB0501  PID         -  HB0501
 HB0501  STATE/COUNTY-  IL/WILLIAMSON
 HB0501  USGS QUAD   -  MARION (1996)
 HB0501
 HB0501                         *CURRENT SURVEY CONTROL
 HB0501  ___________________________________________________________________
 HB0501* NAD 83(1986)-  37 43 50.     (N)    088 55 33.     (W)     SCALED    
 HB0501* NAVD 88     -       136.607  (meters)     448.18   (feet)  ADJUSTED  
 HB0501  ___________________________________________________________________
 HB0501  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0501  DYNAMIC HT  -         136.513 (meters)     447.88  (feet)  COMP
 HB0501  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HB0501
 HB0501  VERT ORDER  -  SECOND    CLASS 0
 HB0501
 HB0501.The horizontal coordinates were scaled from a topographic map and have
 HB0501.an estimated accuracy of +/- 6 seconds.
 HB0501
 HB0501.The orthometric height was determined by differential leveling
 HB0501.and adjusted by the National Geodetic Survey in June 1991..
 HB0501
 HB0501.The geoid height was determined by GEOID03.
 HB0501
 HB0501.The dynamic height is computed by dividing the NAVD 88
 HB0501.geopotential number by the normal gravity value computed on the
 HB0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0501.degrees latitude (g = 980.6199 gals.).
 HB0501
 HB0501.The modeled gravity was interpolated from observed gravity values.
 HB0501
 HB0501;                    North         East    Units  Estimated Accuracy
 HB0501;SPC IL E     -   118,230.      247,770.      MT  (+/- 180 meters Scaled)
 HB0501
 HB0501                          SUPERSEDED SURVEY CONTROL
 HB0501
 HB0501  NGVD 29 (??/??/??)  136.697  (m)          448.48   (f) ADJUSTED    2 0
 HB0501
 HB0501.Superseded values are not recommended for survey control.
 HB0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0501.See file dsdata.txt to determine how the superseded data were derived.
 HB0501
 HB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG302776(NAD 83)
 HB0501_MARKER: DB = BENCH MARK DISK
 HB0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0501_SP_SET: BUILDING
 HB0501_STAMPING: H 120 1935
 HB0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0501+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 HB0501
 HB0501  HISTORY     - Date     Condition        Report By
 HB0501  HISTORY     - 1935     MONUMENTED       CGS
 HB0501  HISTORY     - 1976     GOOD             ILDT
 HB0501  HISTORY     - 1976     GOOD             ILDT
 HB0501  HISTORY     - 1976     GOOD             ILDT
 HB0501  HISTORY     - 20050715 GOOD             USPSQD
 HB0501  HISTORY     - 20051115 GOOD             USPSQD
 HB0501
 HB0501                          STATION DESCRIPTION
 HB0501
 HB0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0501'AT MARION.
 HB0501'AT MARION, WILLIAMSON COUNTY, ON NORTH MARKET STREET, IN THE
 HB0501'EAST FACE OF THE FIRST NATIONAL BANK BUILDING, 4 FEET SOUTH OF
 HB0501'THE NORTHEAST CORNER, AND 3 FEET ABOVE THE SIDEWALK.  A STANDARD
 HB0501'DISK, STAMPED H 120 1935 AND SET VERTICALLY.
 HB0501'THE NAME OF THE BUILDING HAS BEEN CHANGED TO (BANK OF MARION).
 HB0501
 HB0501                          STATION RECOVERY (1976)
 HB0501
 HB0501'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0501'RECOVERED IN GOOD CONDITION.
 HB0501
 HB0501                          STATION RECOVERY (1976)
 HB0501
 HB0501'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0501'THE NAME OF THE BUILDING HAS BEEN CHANGED TO (BANK OF MARION).
 HB0501
 HB0501                          STATION RECOVERY (1976)
 HB0501
 HB0501'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0501'THE NAME OF THE BUILDING HAS BEEN CHANGED TO (BANK OF MARION).
 HB0501
 HB0501                          STATION RECOVERY (2005)
 HB0501
 HB0501'RECOVERY NOTE BY US POWER SQUADRON 2005 (JFE)
 HB0501'RECOVERED IN GOOD CONDITION.
 HB0501
 HB0501                          STATION RECOVERY (2005)
 HB0501
 HB0501'RECOVERY NOTE BY US POWER SQUADRON 2005 (JFE)
 HB0501'AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0316 ***********************************************************************
 JB0316  DESIGNATION -  H 123
 JB0316  PID         -  JB0316
 JB0316  STATE/COUNTY-  IL/JEFFERSON
 JB0316  USGS QUAD   -  INA (1975)
 JB0316
 JB0316                         *CURRENT SURVEY CONTROL
 JB0316  ___________________________________________________________________
 JB0316* NAD 83(1986)-  38 09 07.     (N)    088 54 13.     (W)     SCALED    
 JB0316* NAVD 88     -       131.871  (meters)     432.65   (feet)  ADJUSTED  
 JB0316  ___________________________________________________________________
 JB0316  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 JB0316  DYNAMIC HT  -         131.784 (meters)     432.36  (feet)  COMP
 JB0316  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 JB0316
 JB0316  VERT ORDER  -  SECOND    CLASS 0
 JB0316
 JB0316.The horizontal coordinates were scaled from a topographic map and have
 JB0316.an estimated accuracy of +/- 6 seconds.
 JB0316
 JB0316.The orthometric height was determined by differential leveling
 JB0316.and adjusted by the National Geodetic Survey in June 1991..
 JB0316
 JB0316.The geoid height was determined by GEOID03.
 JB0316
 JB0316.The dynamic height is computed by dividing the NAVD 88
 JB0316.geopotential number by the normal gravity value computed on the
 JB0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0316.degrees latitude (g = 980.6199 gals.).
 JB0316
 JB0316.The modeled gravity was interpolated from observed gravity values.
 JB0316
 JB0316;                    North         East    Units  Estimated Accuracy
 JB0316;SPC IL E     -   164,990.      250,020.      MT  (+/- 180 meters Scaled)
 JB0316
 JB0316                          SUPERSEDED SURVEY CONTROL
 JB0316
 JB0316  NGVD 29 (??/??/92)  131.974  (m)          432.98   (f) ADJ UNCH    2 0
 JB0316
 JB0316.Superseded values are not recommended for survey control.
 JB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0316.See file dsdata.txt to determine how the superseded data were derived.
 JB0316
 JB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH332243(NAD 83)
 JB0316_MARKER: DB = BENCH MARK DISK
 JB0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0316_STAMPING: H 123 1935
 JB0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0316+STABILITY: SURFACE MOTION
 JB0316
 JB0316  HISTORY     - Date     Condition        Report By
 JB0316  HISTORY     - 1935     MONUMENTED       CGS
 JB0316  HISTORY     - 1960     GOOD             NGS
 JB0316
 JB0316                          STATION DESCRIPTION
 JB0316
 JB0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0316'AT INA.
 JB0316'AT INA, AT THE RAILROAD STATION AND STREET CROSSING, 149 FEET
 JB0316'NORTH OF THE NORTHEAST CORNER OF THE STATION, 20 FEET WEST OF
 JB0316'THE WEST RAIL, 60 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 JB0316'37, 38 FEET SOUTH OF THE CENTER LINE OF A STREET, 44 FEET
 JB0316'SOUTHWEST OF THE CENTER OF THE STREET CROSSING, 3 FEET EAST OF
 JB0316'THE THIRD POLE NORTH OF POLE NUMBER 287-10, 1.6 FEET NORTH OF A
 JB0316'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, ABOUT
 JB0316'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JB0316'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1368 ***********************************************************************
 JA1368  DESIGNATION -  H 127
 JA1368  PID         -  JA1368
 JA1368  STATE/COUNTY-  IL/LAWRENCE
 JA1368  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1368
 JA1368                         *CURRENT SURVEY CONTROL
 JA1368  ___________________________________________________________________
 JA1368* NAD 83(1986)-  38 43 15.     (N)    087 39 02.     (W)     SCALED    
 JA1368* NAVD 88     -       139.463  (meters)     457.55   (feet)  POSTED    
 JA1368  ___________________________________________________________________
 JA1368  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JA1368  DYNAMIC HT  -         139.380 (meters)     457.28  (feet)  COMP
 JA1368  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JA1368
 JA1368  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JA1368
 JA1368.The horizontal coordinates were scaled from a topographic map and have
 JA1368.an estimated accuracy of +/- 6 seconds.
 JA1368
 JA1368.The orthometric height was determined by differential leveling
 JA1368.and adjusted by the National Geodetic Survey in 1992..
 JA1368.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JA1368.rate of 0.0 thru 1.0 mm/km.
 JA1368
 JA1368.The geoid height was determined by GEOID03.
 JA1368
 JA1368.The dynamic height is computed by dividing the NAVD 88
 JA1368.geopotential number by the normal gravity value computed on the
 JA1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1368.degrees latitude (g = 980.6199 gals.).
 JA1368
 JA1368.The modeled gravity was interpolated from observed gravity values.
 JA1368
 JA1368;                    North         East    Units  Estimated Accuracy
 JA1368;SPC IL E     -   228,210.      359,380.      MT  (+/- 180 meters Scaled)
 JA1368
 JA1368                          SUPERSEDED SURVEY CONTROL
 JA1368
 JA1368  NGVD 29 (??/??/92)  139.577  (m)          457.93   (f) ADJ UNCH    1 2
 JA1368
 JA1368.Superseded values are not recommended for survey control.
 JA1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1368.See file dsdata.txt to determine how the superseded data were derived.
 JA1368
 JA1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH434859(NAD 83)
 JA1368_MARKER: DB = BENCH MARK DISK
 JA1368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1368_SP_SET: OVERPASS
 JA1368_STAMPING: H 127 1938
 JA1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1368
 JA1368  HISTORY     - Date     Condition        Report By
 JA1368  HISTORY     - 1938     MONUMENTED       CGS
 JA1368  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA1368
 JA1368                          STATION DESCRIPTION
 JA1368
 JA1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1368'1.9 MI E FROM LAWRENCEVILLE.
 JA1368'1.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA1368'STATION AT LAWRENCEVILLE, LAWRENCE COUNTY, 0.5 MILE EAST OF
 JA1368'MILEPOST ST. L 142-C 197, 0.6 MILE EAST OF A GRAVEL ROAD LEADING
 JA1368'SOUTH FROM U.S. HIGHWAY 50, AT THE CONCRETE OVERPASS OF U.S.
 JA1368'HIGHWAY 50, IN THE SOUTH FACE OF THE SECOND PIER FROM THE EAST
 JA1368'TIER, 25 FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 5 FEET
 JA1368'HIGHER THAN THE TRACK, AND ABOUT 20 INCHES ABOVE THE GROUND.
 JA1368'A STANDARD DISK, STAMPED H 127 1938 AND SET VERTICALLY.
 JA1368
 JA1368                          STATION RECOVERY (1986)
 JA1368
 JA1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1368'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1646 ***********************************************************************
 JA1646  DESIGNATION -  H 127 RESET
 JA1646  PID         -  JA1646
 JA1646  STATE/COUNTY-  IL/LAWRENCE
 JA1646  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1646
 JA1646                         *CURRENT SURVEY CONTROL
 JA1646  ___________________________________________________________________
 JA1646* NAD 83(1986)-  38 43 15.     (N)    087 39 04.     (W)     SCALED    
 JA1646* NAVD 88     -       139.157  (meters)     456.55   (feet)  ADJUSTED  
 JA1646  ___________________________________________________________________
 JA1646  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JA1646  DYNAMIC HT  -         139.072 (meters)     456.27  (feet)  COMP
 JA1646  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JA1646
 JA1646  VERT ORDER  -  FIRST     CLASS II
 JA1646
 JA1646.The horizontal coordinates were scaled from a topographic map and have
 JA1646.an estimated accuracy of +/- 6 seconds.
 JA1646
 JA1646.The orthometric height was determined by differential leveling
 JA1646.and adjusted by the National Geodetic Survey in June 1991..
 JA1646
 JA1646.The geoid height was determined by GEOID03.
 JA1646
 JA1646.The dynamic height is computed by dividing the NAVD 88
 JA1646.geopotential number by the normal gravity value computed on the
 JA1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1646.degrees latitude (g = 980.6199 gals.).
 JA1646
 JA1646.The modeled gravity was interpolated from observed gravity values.
 JA1646
 JA1646;                    North         East    Units  Estimated Accuracy
 JA1646;SPC IL E     -   228,210.      359,330.      MT  (+/- 180 meters Scaled)
 JA1646
 JA1646                          SUPERSEDED SURVEY CONTROL
 JA1646
 JA1646.No superseded survey control is available for this station.
 JA1646
 JA1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH433859(NAD 83)
 JA1646_MARKER: DB = BENCH MARK DISK
 JA1646_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1646_SP_SET: PIER
 JA1646_STAMPING: H 127 RESET 1982
 JA1646_MARK LOGO: NGS   
 JA1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1646
 JA1646  HISTORY     - Date     Condition        Report By
 JA1646  HISTORY     - 1982     MONUMENTED       RBNF
 JA1646  HISTORY     - 1986     GOOD             NGS
 JA1646
 JA1646                          STATION DESCRIPTION
 JA1646
 JA1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1646'3.1 KM (1.9 MI) EAST FROM LAWRENCEVILLE.
 JA1646'2.9 KM (1.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 BUSINESS FROM THE
 JA1646'COURTHOUSE IN LAWRENCEVILLE, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG A
 JA1646'PAVED ROAD (OLD U.S. HIGHWAY 50), SET VERTICALLY IN THE SOUTH FACE OF
 JA1646'THE PIER CAP OF THE FIRST PIER SOUTHEAST OF THE NORTHWEST ABUTMENT OF
 JA1646'THE ROAD OVERPASS OF THE CHESSIE SYSTEM RAILROAD, 4.7 M (15.4 FT)
 JA1646'NORTH OF THE NEAR RAIL, 4.4 M (14.4 FT) EAST OF THE WEST END OF THE
 JA1646'PIER CAP, AND 1.0 M (3.3 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 JA1646'THE MARK IS 0.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0931 ***********************************************************************
 KB0931  DESIGNATION -  H 13
 KB0931  PID         -  KB0931
 KB0931  STATE/COUNTY-  IL/SANGAMON
 KB0931  USGS QUAD   -  SPRINGFIELD EAST (1976)
 KB0931
 KB0931                         *CURRENT SURVEY CONTROL
 KB0931  ___________________________________________________________________
 KB0931* NAD 83(1986)-  39 49 25.     (N)    089 36 24.     (W)     SCALED    
 KB0931* NAVD 88     -       179.704  (meters)     589.58   (feet)  ADJUSTED  
 KB0931  ___________________________________________________________________
 KB0931  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KB0931  DYNAMIC HT  -         179.606 (meters)     589.26  (feet)  COMP
 KB0931  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 KB0931
 KB0931  VERT ORDER  -  FIRST     CLASS II
 KB0931
 KB0931.The horizontal coordinates were scaled from a topographic map and have
 KB0931.an estimated accuracy of +/- 6 seconds.
 KB0931
 KB0931.The orthometric height was determined by differential leveling
 KB0931.and adjusted by the National Geodetic Survey in June 1991..
 KB0931
 KB0931.The geoid height was determined by GEOID03.
 KB0931
 KB0931.The dynamic height is computed by dividing the NAVD 88
 KB0931.geopotential number by the normal gravity value computed on the
 KB0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0931.degrees latitude (g = 980.6199 gals.).
 KB0931
 KB0931.The modeled gravity was interpolated from observed gravity values.
 KB0931
 KB0931;                    North         East    Units  Estimated Accuracy
 KB0931;SPC IL W     -   350,550.      747,940.      MT  (+/- 180 meters Scaled)
 KB0931
 KB0931                          SUPERSEDED SURVEY CONTROL
 KB0931
 KB0931  NGVD 29 (??/??/92)  179.800  (m)          589.89   (f) ADJ UNCH    1 2
 KB0931
 KB0931.Superseded values are not recommended for survey control.
 KB0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0931.See file dsdata.txt to determine how the superseded data were derived.
 KB0931
 KB0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK769114(NAD 83)
 KB0931_MARKER: DB = BENCH MARK DISK
 KB0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0931_STAMPING: H 13 1933
 KB0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0931+STABILITY: SURFACE MOTION
 KB0931
 KB0931  HISTORY     - Date     Condition        Report By
 KB0931  HISTORY     - 1933     MONUMENTED       CGS
 KB0931  HISTORY     - 1971     GOOD             ILHD
 KB0931  HISTORY     - 1976     GOOD             NGS
 KB0931
 KB0931                          STATION DESCRIPTION
 KB0931
 KB0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KB0931'3 MI NE FROM SPRINGFIELD.
 KB0931'ABOUT 3 MILES NORTHEAST ALONG THE WABASH RAILROAD FROM THE
 KB0931'STATION AT SPRINGFIELD, SANGAMON COUNTY, AT STARNE, ABOUT 500
 KB0931'FEET WEST OF THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD,
 KB0931'12 FEET EAST OF THE TWENTY-FIFTH POLE WEST OF MILEPOST 411, AND
 KB0931'30 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED = H 13 1933
 KB0931'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 14 FEET E. OF THE
 KB0931'26TH POLE WEST OF MILEPOST 411 AND 25.5 FEET N. OF CENTERLINE OF
 KB0931'TRACKS, 2 FEET N. OF WITNESS POST.
 KB0931
 KB0931                          STATION RECOVERY (1971)
 KB0931
 KB0931'RECOVERY NOTE BY IL HIGHWAY DEPT 1971
 KB0931'RECOVERED IN GOOD CONDITION.
 KB0931
 KB0931                          STATION RECOVERY (1976)
 KB0931
 KB0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0258 ***********************************************************************
 NH0258  DESIGNATION -  H 130
 NH0258  PID         -  NH0258
 NH0258  STATE/COUNTY-  IL/OGLE
 NH0258  USGS QUAD   -  FAIRDALE (1978)
 NH0258
 NH0258                         *CURRENT SURVEY CONTROL
 NH0258  ___________________________________________________________________
 NH0258* NAD 83(1986)-  42 06 04.     (N)    088 57 47.     (W)     SCALED    
 NH0258* NAVD 88     -       257.042  (meters)     843.31   (feet)  ADJUSTED  
 NH0258  ___________________________________________________________________
 NH0258  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NH0258  DYNAMIC HT  -         256.956 (meters)     843.03  (feet)  COMP
 NH0258  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 NH0258
 NH0258  VERT ORDER  -  FIRST     CLASS I
 NH0258
 NH0258.The horizontal coordinates were scaled from a topographic map and have
 NH0258.an estimated accuracy of +/- 6 seconds.
 NH0258
 NH0258.The orthometric height was determined by differential leveling
 NH0258.and adjusted by the National Geodetic Survey in June 1991..
 NH0258
 NH0258.The geoid height was determined by GEOID03.
 NH0258
 NH0258.The dynamic height is computed by dividing the NAVD 88
 NH0258.geopotential number by the normal gravity value computed on the
 NH0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0258.degrees latitude (g = 980.6199 gals.).
 NH0258
 NH0258.The modeled gravity was interpolated from observed gravity values.
 NH0258
 NH0258;                    North         East    Units  Estimated Accuracy
 NH0258;SPC IL W     -   604,010.      799,560.      MT  (+/- 180 meters Scaled)
 NH0258
 NH0258                          SUPERSEDED SURVEY CONTROL
 NH0258
 NH0258  NGVD 29 (??/??/92)  257.091  (m)          843.47   (f) ADJ UNCH    1 1
 NH0258
 NH0258.Superseded values are not recommended for survey control.
 NH0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0258.See file dsdata.txt to determine how the superseded data were derived.
 NH0258
 NH0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM376628(NAD 83)
 NH0258_MARKER: DB = BENCH MARK DISK
 NH0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0258_STAMPING: H 130 1947
 NH0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0258+STABILITY: SURFACE MOTION
 NH0258
 NH0258  HISTORY     - Date     Condition        Report By
 NH0258  HISTORY     - 1947     MONUMENTED       CGS
 NH0258  HISTORY     - 1969     GOOD             NGS
 NH0258  HISTORY     - 1990     GOOD             USPSQD
 NH0258
 NH0258                          STATION DESCRIPTION
 NH0258
 NH0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0258'2.2 MI E FROM MONROE CENTER.
 NH0258'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE MONROE
 NH0258'CENTER SCHOOL AT MONROE CENTER, OR ABOUT 1.6 MILES WEST ALONG
 NH0258'STATE HIGHWAY 72 FROM THE FAIRDALE SCHOOL AT FAIRDALE, 39 FEET
 NH0258'NORTH OF THE CENTER LINE OF THE HIGHWAY, 45 FEET EAST OF THE
 NH0258'CENTER LINE OF A GRAVELED ROAD WHICH LEADS NORTH, 16 1/2 FEET
 NH0258'EAST OF A CORNER FENCE POST, 1 1/2 FEET SOUTH OF A FENCE, 1.0
 NH0258'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 NH0258'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 NH0258'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 23,
 NH0258'T42N, R2E
 NH0258
 NH0258                          STATION RECOVERY (1990)
 NH0258
 NH0258'RECOVERY NOTE BY US POWER SQUADRON 1990 (EW)
 NH0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0222 ***********************************************************************
 NH0222  DESIGNATION -  H 131
 NH0222  PID         -  NH0222
 NH0222  STATE/COUNTY-  IL/KANE
 NH0222  USGS QUAD   -  HAMPSHIRE (1978)
 NH0222
 NH0222                         *CURRENT SURVEY CONTROL
 NH0222  ___________________________________________________________________
 NH0222* NAD 83(1986)-  42 05 18.     (N)    088 33 40.     (W)     SCALED    
 NH0222* NAVD 88     -       263.612  (meters)     864.87   (feet)  ADJUSTED  
 NH0222  ___________________________________________________________________
 NH0222  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NH0222  DYNAMIC HT  -         263.521 (meters)     864.57  (feet)  COMP
 NH0222  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 NH0222
 NH0222  VERT ORDER  -  FIRST     CLASS I
 NH0222
 NH0222.The horizontal coordinates were scaled from a topographic map and have
 NH0222.an estimated accuracy of +/- 6 seconds.
 NH0222
 NH0222.The orthometric height was determined by differential leveling
 NH0222.and adjusted by the National Geodetic Survey in June 1991..
 NH0222
 NH0222.The geoid height was determined by GEOID03.
 NH0222
 NH0222.The dynamic height is computed by dividing the NAVD 88
 NH0222.geopotential number by the normal gravity value computed on the
 NH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0222.degrees latitude (g = 980.6199 gals.).
 NH0222
 NH0222.The modeled gravity was interpolated from observed gravity values.
 NH0222
 NH0222;                    North         East    Units  Estimated Accuracy
 NH0222;SPC IL E     -   601,940.      281,160.      MT  (+/- 180 meters Scaled)
 NH0222
 NH0222                          SUPERSEDED SURVEY CONTROL
 NH0222
 NH0222  NGVD 29 (??/??/92)  263.666  (m)          865.04   (f) ADJ UNCH    1 1
 NH0222
 NH0222.Superseded values are not recommended for survey control.
 NH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0222.See file dsdata.txt to determine how the superseded data were derived.
 NH0222
 NH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM708607(NAD 83)
 NH0222_MARKER: DB = BENCH MARK DISK
 NH0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0222_SP_SET: BRIDGE
 NH0222_STAMPING: H 131 1947
 NH0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0222
 NH0222  HISTORY     - Date     Condition        Report By
 NH0222  HISTORY     - 1947     MONUMENTED       CGS
 NH0222  HISTORY     - 1969     GOOD             NGS
 NH0222  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH0222  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NH0222  HISTORY     - 19980511 MARK NOT FOUND   USPSQD
 NH0222
 NH0222                          STATION DESCRIPTION
 NH0222
 NH0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0222'2 MI W FROM HAMPSHIRE.
 NH0222'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL
 NH0222'AT HAMPSHIRE, THENCE 1.65 MILES WEST ALONG STATE HIGHWAY 72, 0.15
 NH0222'MILE EAST OF A RED BARN AND A CONCRETE SILO WHICH ARE ON THE
 NH0222'SOUTH SIDE OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER LINE OF
 NH0222'THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST CONCRETE WINGWALL
 NH0222'OF A 60-FOOT CONCRETE HIGHWAY BRIDGE, 3 1/2 FEET NORTHEAST OF THE
 NH0222'EAST END OF THE NORTH CONCRETE GUARD RAIL ON THE BRIDGE, AND ABOUT
 NH0222'LEVEL WITH THE HIGHWAY.  SEC 29, T42N, R 6E.
 NH0222
 NH0222                          STATION RECOVERY (1989)
 NH0222
 NH0222'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH0222'MARK NOT FOUND.
 NH0222
 NH0222                          STATION RECOVERY (1990)
 NH0222
 NH0222'RECOVERY NOTE BY US POWER SQUADRON 1990 (ERW)
 NH0222'MARK NOT FOUND.
 NH0222
 NH0222                          STATION RECOVERY (1998)
 NH0222
 NH0222'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0043 ***********************************************************************
 NH0043  DESIGNATION -  H 132
 NH0043  PID         -  NH0043
 NH0043  STATE/COUNTY-  IL/COOK
 NH0043  USGS QUAD   -  STREAMWOOD (1993)
 NH0043
 NH0043                         *CURRENT SURVEY CONTROL
 NH0043  ___________________________________________________________________
 NH0043* NAD 83(1986)-  42 00 16.     (N)    088 11 16.     (W)     SCALED    
 NH0043* NAVD 88     -       249.081  (meters)     817.19   (feet)  ADJUSTED  
 NH0043  ___________________________________________________________________
 NH0043  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0043  DYNAMIC HT  -         248.995 (meters)     816.91  (feet)  COMP
 NH0043  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 NH0043
 NH0043  VERT ORDER  -  FIRST     CLASS II
 NH0043
 NH0043.The horizontal coordinates were scaled from a topographic map and have
 NH0043.an estimated accuracy of +/- 6 seconds.
 NH0043
 NH0043.The orthometric height was determined by differential leveling
 NH0043.and adjusted by the National Geodetic Survey in June 1991..
 NH0043
 NH0043.The geoid height was determined by GEOID03.
 NH0043
 NH0043.The dynamic height is computed by dividing the NAVD 88
 NH0043.geopotential number by the normal gravity value computed on the
 NH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0043.degrees latitude (g = 980.6199 gals.).
 NH0043
 NH0043.The modeled gravity was interpolated from observed gravity values.
 NH0043
 NH0043;                    North         East    Units  Estimated Accuracy
 NH0043;SPC IL E     -   592,610.      312,060.      MT  (+/- 180 meters Scaled)
 NH0043
 NH0043                          SUPERSEDED SURVEY CONTROL
 NH0043
 NH0043  NGVD 29 (??/??/92)  249.160  (m)          817.45   (f) ADJ UNCH    1 2
 NH0043
 NH0043.Superseded values are not recommended for survey control.
 NH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0043.See file dsdata.txt to determine how the superseded data were derived.
 NH0043
 NH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM016509(NAD 83)
 NH0043_MARKER: DB = BENCH MARK DISK
 NH0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0043_SP_SET: CULVERT
 NH0043_STAMPING: H 132 1947
 NH0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0043
 NH0043  HISTORY     - Date     Condition        Report By
 NH0043  HISTORY     - 1947     MONUMENTED       CGS
 NH0043  HISTORY     - 1961     POOR             NGS
 NH0043  HISTORY     - 1969     MARK NOT FOUND   NGS
 NH0043
 NH0043                          STATION DESCRIPTION
 NH0043
 NH0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NH0043'0.8 MI N FROM BARTLETT.
 NH0043'0.8 MILE NORTH OF T. 41 N., R. 9 E., NEAR 1/4 CORNER SECTIONS
 NH0043'27 AND 34, 30 FEET SOUTH AND 225 FEET WEST OF U.S. HIGHWAY 20
 NH0043'FROM THE INTERSECTION OF BARTLETT ROAD SOUTH, 130 FEET
 NH0043'WEST-NORTHWEST OF A GAS STATION AND NIGHT CLUB, 16 FEET EAST
 NH0043'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 2-FOOT
 NH0043'CONCRETE CULVERT, IN A CONCRETE POST FLUSH.  A STANDARD DISK,
 NH0043'STAMPED H 132 1947.  NOTE-- ALL BUT A SMALL PORTION OF THE DISK
 NH0043'HAS BEEN SCRAPED AWAY BY A BULLDOZER.
 NH0043
 NH0043                          STATION RECOVERY (1969)
 NH0043
 NH0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1668 ***********************************************************************
 ME1668  DESIGNATION -  H 133
 ME1668  PID         -  ME1668
 ME1668  STATE/COUNTY-  IL/COOK
 ME1668  USGS QUAD   -  ELMHURST (1997)
 ME1668
 ME1668                         *CURRENT SURVEY CONTROL
 ME1668  ___________________________________________________________________
 ME1668* NAD 83(1986)-  41 57 07.     (N)    087 54 52.     (W)     SCALED    
 ME1668* NAVD 88     -       208.067  (meters)     682.63   (feet)  ADJUSTED  
 ME1668  ___________________________________________________________________
 ME1668  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 ME1668  DYNAMIC HT  -         207.997 (meters)     682.40  (feet)  COMP
 ME1668  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 ME1668
 ME1668  VERT ORDER  -  FIRST     CLASS II
 ME1668
 ME1668.The horizontal coordinates were scaled from a topographic map and have
 ME1668.an estimated accuracy of +/- 6 seconds.
 ME1668
 ME1668.The orthometric height was determined by differential leveling
 ME1668.and adjusted by the National Geodetic Survey in June 1991..
 ME1668
 ME1668.The geoid height was determined by GEOID03.
 ME1668
 ME1668.The dynamic height is computed by dividing the NAVD 88
 ME1668.geopotential number by the normal gravity value computed on the
 ME1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1668.degrees latitude (g = 980.6199 gals.).
 ME1668
 ME1668.The modeled gravity was interpolated from observed gravity values.
 ME1668
 ME1668;                    North         East    Units  Estimated Accuracy
 ME1668;SPC IL E     -   586,850.      334,730.      MT  (+/- 180 meters Scaled)
 ME1668
 ME1668                          SUPERSEDED SURVEY CONTROL
 ME1668
 ME1668  NGVD 29 (??/??/92)  208.158  (m)          682.93   (f) ADJ UNCH    1 2
 ME1668
 ME1668.Superseded values are not recommended for survey control.
 ME1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1668.See file dsdata.txt to determine how the superseded data were derived.
 ME1668
 ME1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM242448(NAD 83)
 ME1668_MARKER: DB = BENCH MARK DISK
 ME1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1668_SP_SET: ABUTMENT
 ME1668_STAMPING: H 133 1947
 ME1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1668
 ME1668  HISTORY     - Date     Condition        Report By
 ME1668  HISTORY     - 1947     MONUMENTED       CGS
 ME1668  HISTORY     - 1971     GOOD             NGS
 ME1668  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1668
 ME1668                          STATION DESCRIPTION
 ME1668
 ME1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1668'3.8 MI NW FROM FRANKLIN PARK.
 ME1668'ABOUT 1.95 MILES WEST ALONG GRAND AVENUE FROM THE FRANKLIN
 ME1668'PARK DISTRICT 84 SCHOOL AT FRANKLIN PARK, THENCE ABOUT 1.85 MILE
 ME1668'NORTH ALONG WOLF ROAD, AT THE OVER HEAD BRIDGE OF THE CHICAGO
 ME1668'AND NORTHWESTERN RAILWAY OVER THE CHICAGO, MILWAUKEE, ST. PAUL
 ME1668'AND PACIFIC RAILROAD, WEST OF AND OPPOSITE WOODEN BRIDGE ON WOLF
 ME1668'ROAD OVER THE C.M. ST. P. AND PACIFIC RR., SET IN THE TOP OF THE
 ME1668'EAST END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE, 12 FEET
 ME1668'EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK OF THE C. AND NW
 ME1668'RY., AND ABOUT 0.3 FOOT BELOW THE TRACK.
 ME1668
 ME1668                          STATION RECOVERY (1971)
 ME1668
 ME1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1668'RECOVERED IN GOOD CONDITION.
 ME1668
 ME1668                          STATION RECOVERY (1987)
 ME1668
 ME1668'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0237 ***********************************************************************
 NG0237  DESIGNATION -  H 134
 NG0237  PID         -  NG0237
 NG0237  STATE/COUNTY-  IL/COOK
 NG0237  USGS QUAD   -  EVANSTON (1995)
 NG0237
 NG0237                         *CURRENT SURVEY CONTROL
 NG0237  ___________________________________________________________________
 NG0237* NAD 83(1986)-  42 04 46.     (N)    087 43 16.     (W)     SCALED    
 NG0237* NAVD 88     -       191.377  (meters)     627.88   (feet)  ADJUSTED  
 NG0237  ___________________________________________________________________
 NG0237  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NG0237  DYNAMIC HT  -         191.315 (meters)     627.67  (feet)  COMP
 NG0237  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 NG0237
 NG0237  VERT ORDER  -  FIRST     CLASS 0
 NG0237
 NG0237.The horizontal coordinates were scaled from a topographic map and have
 NG0237.an estimated accuracy of +/- 6 seconds.
 NG0237
 NG0237.The orthometric height was determined by differential leveling
 NG0237.and adjusted by the National Geodetic Survey in June 1991..
 NG0237
 NG0237.The geoid height was determined by GEOID03.
 NG0237
 NG0237.The dynamic height is computed by dividing the NAVD 88
 NG0237.geopotential number by the normal gravity value computed on the
 NG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0237.degrees latitude (g = 980.6199 gals.).
 NG0237
 NG0237.The modeled gravity was interpolated from observed gravity values.
 NG0237
 NG0237;                    North         East    Units  Estimated Accuracy
 NG0237;SPC IL E     -   601,110.      350,660.      MT  (+/- 180 meters Scaled)
 NG0237
 NG0237                          SUPERSEDED SURVEY CONTROL
 NG0237
 NG0237  NGVD 29 (??/??/92)  191.436  (m)          628.07   (f) ADJ UNCH    1 0
 NG0237
 NG0237.Superseded values are not recommended for survey control.
 NG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0237.See file dsdata.txt to determine how the superseded data were derived.
 NG0237
 NG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM403588(NAD 83)
 NG0237_MARKER: DB = BENCH MARK DISK
 NG0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0237_SP_SET: BUILDING
 NG0237_STAMPING: H 134 1947
 NG0237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0237+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000
 NG0237
 NG0237  HISTORY     - Date     Condition        Report By
 NG0237  HISTORY     - 1947     MONUMENTED       CGS
 NG0237  HISTORY     - 1973     GOOD             NGS
 NG0237  HISTORY     - 19991126 GOOD             USPSQD
 NG0237  HISTORY     - 20000811 GOOD             PATRIC
 NG0237  HISTORY     - 20011110 GOOD             USPSQD
 NG0237
 NG0237                          STATION DESCRIPTION
 NG0237
 NG0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0237'0.6 MI W FROM WILMETTE.
 NG0237'0.55 MILES WEST ALONG LAKE AVENUE FROM THE VILLAGE HALL ANNEX,
 NG0237'SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST WING OF ST.
 NG0237'JOSEPH SCHOOL AT THE INTERSECTION OF LAKE AVENUE AND RIDGE ROAD,
 NG0237'250.0 FEET NORTH OF THE NORTH CURB OF LAKE AVENUE, 99.4 FEET
 NG0237'EAST OF THE EAST CONCRETE RETAINING WALL AROUND A CEMETERY,
 NG0237'11.0 FEET SOUTH OF THE CENTER LINE OF A DRIVE TO PRIVATE GARAGE
 NG0237'UNDER CHURCH.  1.4 FEET EAST OF THE NORTHWEST CORNER OF THE
 NG0237'NORTHWEST WING.  A C AND GS DISK DRILLED IN VERTICAL ABOUT 2
 NG0237'7/10 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 28, T42N, R13E.
 NG0237
 NG0237                          STATION RECOVERY (1999)
 NG0237
 NG0237'RECOVERY NOTE BY US POWER SQUADRON 1999
 NG0237'RECOVERED IN GOOD CONDITION.
 NG0237
 NG0237                          STATION RECOVERY (2000)
 NG0237
 NG0237'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NG0237'RECOVERED IN GOOD CONDITION.
 NG0237
 NG0237                          STATION RECOVERY (2001)
 NG0237
 NG0237'RECOVERY NOTE BY US POWER SQUADRON 2001 (EFU)
 NG0237'RECOVERED AS DESCRIBED.
 NG0237'COORDINATES BY GPS. L 42 DEGREES 04.783'N LO 087 DEGREES 43.261'W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2484 ***********************************************************************
 AJ2484  DESIGNATION -  H 134 O/S
 AJ2484  PID         -  AJ2484
 AJ2484  STATE/COUNTY-  IL/COOK
 AJ2484  USGS QUAD   -  EVANSTON (1995)
 AJ2484
 AJ2484                         *CURRENT SURVEY CONTROL
 AJ2484  ___________________________________________________________________
 AJ2484* NAD 83(1997)-  42 04 45.86813(N)    087 43 18.09637(W)     ADJUSTED  
 AJ2484* NAVD 88     -       191.83   (meters)     629.4    (feet)  LEVELING  
 AJ2484  ___________________________________________________________________
 AJ2484  X           -     188,479.558 (meters)                     COMP
 AJ2484  Y           -  -4,737,462.050 (meters)                     COMP
 AJ2484  Z           -   4,252,260.297 (meters)                     COMP
 AJ2484  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AJ2484  ELLIP HEIGHT-         158.03  (meters)          (02/03/05) GPS OBS
 AJ2484  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AJ2484
 AJ2484  HORZ ORDER  -  FIRST
 AJ2484  VERT ORDER  -  THIRD ?
 AJ2484  ELLP ORDER  -  FOURTH    CLASS II
 AJ2484
 AJ2484.The horizontal coordinates were established by GPS observations
 AJ2484.and adjusted by the National Geodetic Survey in April 2001..
 AJ2484
 AJ2484.The orthometric height was determined by differential leveling.
 AJ2484.The vertical network tie was performed by a horz. field party for horz.
 AJ2484.obs reductions. Reset procedures were used to establish the elevation.
 AJ2484
 AJ2484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2484
 AJ2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2484
 AJ2484.The ellipsoidal height was determined by GPS observations
 AJ2484.and is referenced to NAD 83.
 AJ2484
 AJ2484.The geoid height was determined by GEOID03.
 AJ2484
 AJ2484;                    North         East     Units Scale Factor Converg.
 AJ2484;SPC IL E     -   601,103.575   350,610.615   MT  1.00000651   +0 24 35.7
 AJ2484;SPC IL E     - 1,972,120.65  1,150,294.99   sFT  1.00000651   +0 24 35.7
 AJ2484;UTM  16      - 4,658,844.802   440,305.269   MT  0.99964385   -0 29 01.2
 AJ2484
 AJ2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2484!SPC IL E     -   0.99997522  x   1.00000651  =   0.99998172
 AJ2484!UTM  16      -   0.99997522  x   0.99964385  =   0.99961907
 AJ2484
 AJ2484                          SUPERSEDED SURVEY CONTROL
 AJ2484
 AJ2484  ELLIP H (04/23/01)  158.04   (m)                       GP(       ) 4 1
 AJ2484
 AJ2484.Superseded values are not recommended for survey control.
 AJ2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2484.See file dsdata.txt to determine how the superseded data were derived.
 AJ2484
 AJ2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4030558845(NAD 83)
 AJ2484_MARKER: N = NAIL
 AJ2484_SETTING: 0 = UNSPECIFIED SETTING
 AJ2484_STAMPING: NO STAMPING
 AJ2484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2484+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000
 AJ2484
 AJ2484  HISTORY     - Date     Condition        Report By
 AJ2484  HISTORY     - 20000811 MONUMENTED       PATRIC
 AJ2484  HISTORY     - 20000811 GOOD             PATRIC
 AJ2484
 AJ2484                          STATION DESCRIPTION
 AJ2484
 AJ2484'DESCRIBED BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 AJ2484'STATION IS IN PARKING LOT AT THE NORTHWEST CORNER OF RIDGE AVE.
 AJ2484'AND LAKE AVE. IN WILLMETTE.  STATION IS NORTH OF THE CENTER
 AJ2484'PARKING AISLE AND IS EVEN WITH THE PAINT LINE BETWEEN THE THIRD
 AJ2484'AND FOURTH STALL FROM THE EAST OF THE CENTER PARKING AISLE.
 AJ2484'STATION IS A MAG-NAIL DRIVEN IN BITUMINOUS CONCRETE
 AJ2484'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1611 ***********************************************************************
 ME1611  DESIGNATION -  H 135
 ME1611  PID         -  ME1611
 ME1611  STATE/COUNTY-  IL/COOK
 ME1611  USGS QUAD   -  JACKSON PARK (1993)
 ME1611
 ME1611                         *CURRENT SURVEY CONTROL
 ME1611  ___________________________________________________________________
 ME1611* NAD 83(1986)-  41 51 38.     (N)    087 37 26.     (W)     SCALED    
 ME1611* NAVD 88     -       181.378  (meters)     595.07   (feet)  ADJUSTED  
 ME1611  ___________________________________________________________________
 ME1611  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME1611  DYNAMIC HT  -         181.316 (meters)     594.87  (feet)  COMP
 ME1611  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 ME1611
 ME1611  VERT ORDER  -  FIRST     CLASS I
 ME1611
 ME1611.The horizontal coordinates were scaled from a topographic map and have
 ME1611.an estimated accuracy of +/- 6 seconds.
 ME1611
 ME1611.The orthometric height was determined by differential leveling
 ME1611.and adjusted by the National Geodetic Survey in June 1991..
 ME1611
 ME1611.The geoid height was determined by GEOID03.
 ME1611
 ME1611.The dynamic height is computed by dividing the NAVD 88
 ME1611.geopotential number by the normal gravity value computed on the
 ME1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1611.degrees latitude (g = 980.6199 gals.).
 ME1611
 ME1611.The modeled gravity was interpolated from observed gravity values.
 ME1611
 ME1611;                    North         East    Units  Estimated Accuracy
 ME1611;SPC IL E     -   576,860.      358,910.      MT  (+/- 180 meters Scaled)
 ME1611
 ME1611                          SUPERSEDED SURVEY CONTROL
 ME1611
 ME1611  NGVD 29 (??/??/92)  181.466  (m)          595.36   (f) ADJ UNCH    1 1
 ME1611
 ME1611.Superseded values are not recommended for survey control.
 ME1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1611.See file dsdata.txt to determine how the superseded data were derived.
 ME1611
 ME1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM482344(NAD 83)
 ME1611_MARKER: DB = BENCH MARK DISK
 ME1611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1611_SP_SET: ABUTMENT
 ME1611_STAMPING: H 135 1947
 ME1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1611
 ME1611  HISTORY     - Date     Condition        Report By
 ME1611  HISTORY     - 1947     MONUMENTED       CGS
 ME1611  HISTORY     - 1969     GOOD             NGS
 ME1611  HISTORY     - 1977     GOOD             NGS
 ME1611  HISTORY     - 1987     GOOD             USPSQD
 ME1611  HISTORY     - 1989     GOOD             USPSQD
 ME1611  HISTORY     - 1989     GOOD             USPSQD
 ME1611
 ME1611                          STATION DESCRIPTION
 ME1611
 ME1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1611'0.4 MI S FROM CHICAGO.
 ME1611'ABOUT 0.45 MILE SOUTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1611'CENTRAL RAILROAD STATION AT CHICAGO, 20 1/2 FEET WEST OF THE
 ME1611'WEST CURB OF THE AVENUE, SET VERTICALLY IN THE EAST FACE OF THE
 ME1611'WEST STONE ABUTMENT OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 ME1611'OVERPASS FOR THE AVENUE, 230 FEET NORTH OF THE NORTH CURB OF
 ME1611'16TH STREET, 24 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 ME1611'DISPLAY CREATORS INCORPORATED CONVENTION EXHIBITS BUILDING AT
 ME1611'1532 S. MICHIGAN AVENUE, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 ME1611'THE SIDEWALK.
 ME1611
 ME1611                          STATION RECOVERY (1977)
 ME1611
 ME1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1611'RECOVERED IN GOOD CONDITION.
 ME1611
 ME1611                          STATION RECOVERY (1987)
 ME1611
 ME1611'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1611'RECOVERED IN GOOD CONDITION.
 ME1611
 ME1611                          STATION RECOVERY (1989)
 ME1611
 ME1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1611'RECOVERED IN GOOD CONDITION.
 ME1611
 ME1611                          STATION RECOVERY (1989)
 ME1611
 ME1611'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1782 ***********************************************************************
 ME1782  DESIGNATION -  H 136
 ME1782  PID         -  ME1782
 ME1782  STATE/COUNTY-  IL/COOK
 ME1782  USGS QUAD   -  BERWYN (1993)
 ME1782
 ME1782                         *CURRENT SURVEY CONTROL
 ME1782  ___________________________________________________________________
 ME1782* NAD 83(1986)-  41 47 35.     (N)    087 46 43.     (W)     SCALED    
 ME1782* NAVD 88     -       186.134  (meters)     610.67   (feet)  ADJUSTED  
 ME1782  ___________________________________________________________________
 ME1782  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME1782  DYNAMIC HT  -         186.069 (meters)     610.46  (feet)  COMP
 ME1782  MODELED GRAV-     980,268.5   (mgal)                       NAVD 88
 ME1782
 ME1782  VERT ORDER  -  FIRST     CLASS II
 ME1782
 ME1782.The horizontal coordinates were scaled from a topographic map and have
 ME1782.an estimated accuracy of +/- 6 seconds.
 ME1782
 ME1782.The orthometric height was determined by differential leveling
 ME1782.and adjusted by the National Geodetic Survey in June 1991..
 ME1782
 ME1782.The geoid height was determined by GEOID03.
 ME1782
 ME1782.The dynamic height is computed by dividing the NAVD 88
 ME1782.geopotential number by the normal gravity value computed on the
 ME1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1782.degrees latitude (g = 980.6199 gals.).
 ME1782
 ME1782.The modeled gravity was interpolated from observed gravity values.
 ME1782
 ME1782;                    North         East    Units  Estimated Accuracy
 ME1782;SPC IL E     -   569,270.      346,110.      MT  (+/- 180 meters Scaled)
 ME1782
 ME1782                          SUPERSEDED SURVEY CONTROL
 ME1782
 ME1782  NGVD 29 (??/??/92)  186.220  (m)          610.96   (f) ADJ UNCH    1 2
 ME1782
 ME1782.Superseded values are not recommended for survey control.
 ME1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1782.See file dsdata.txt to determine how the superseded data were derived.
 ME1782
 ME1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM353270(NAD 83)
 ME1782_MARKER: DB = BENCH MARK DISK
 ME1782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1782_SP_SET: BUILDING
 ME1782_STAMPING: H 136 1947
 ME1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1782
 ME1782  HISTORY     - Date     Condition        Report By
 ME1782  HISTORY     - 1947     MONUMENTED       CGS
 ME1782  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1782
 ME1782                          STATION DESCRIPTION
 ME1782
 ME1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1782'AT CHICAGO.
 ME1782'AT CHICAGO, AT THE INTERSECTION OF SOUTH MOBILE AVENUE AND ARCHER
 ME1782'AVENUE, SET VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER
 ME1782'OF THE BRICK BUILDING HOUSING THE WEST END SAVINGS AND LOAN
 ME1782'COMPANY AT 6316 ARCHER AVENUE, 2.8 FEET NORTH OF THE SOUTHEAST
 ME1782'CORNER OF THE BUILDING AND 2.8 FEET ABOVE THE SIDE WALK.
 ME1782
 ME1782                          STATION RECOVERY (1977)
 ME1782
 ME1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1897 ***********************************************************************
 ME1897  DESIGNATION -  H 137
 ME1897  PID         -  ME1897
 ME1897  STATE/COUNTY-  IL/COOK
 ME1897  USGS QUAD   -  ENGLEWOOD (1997)
 ME1897
 ME1897                         *CURRENT SURVEY CONTROL
 ME1897  ___________________________________________________________________
 ME1897* NAD 83(1986)-  41 50 44.     (N)    087 37 47.     (W)     SCALED    
 ME1897* NAVD 88     -       183.013  (meters)     600.44   (feet)  ADJUSTED  
 ME1897  ___________________________________________________________________
 ME1897  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1897  DYNAMIC HT  -         182.950 (meters)     600.23  (feet)  COMP
 ME1897  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 ME1897
 ME1897  VERT ORDER  -  FIRST     CLASS I
 ME1897
 ME1897.The horizontal coordinates were scaled from a topographic map and have
 ME1897.an estimated accuracy of +/- 6 seconds.
 ME1897
 ME1897.The orthometric height was determined by differential leveling
 ME1897.and adjusted by the National Geodetic Survey in June 1991..
 ME1897.WARNING-Repeat measurements at this control monument indicate possible
 ME1897.vertical movement.
 ME1897
 ME1897.The geoid height was determined by GEOID03.
 ME1897
 ME1897.The dynamic height is computed by dividing the NAVD 88
 ME1897.geopotential number by the normal gravity value computed on the
 ME1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1897.degrees latitude (g = 980.6199 gals.).
 ME1897
 ME1897.The modeled gravity was interpolated from observed gravity values.
 ME1897
 ME1897;                    North         East    Units  Estimated Accuracy
 ME1897;SPC IL E     -   575,190.      358,430.      MT  (+/- 180 meters Scaled)
 ME1897
 ME1897                          SUPERSEDED SURVEY CONTROL
 ME1897
 ME1897  NGVD 29 (01/19/93)  183.101  (m)          600.72   (f) ADJUSTED    1 1
 ME1897
 ME1897.Superseded values are not recommended for survey control.
 ME1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1897.See file dsdata.txt to determine how the superseded data were derived.
 ME1897
 ME1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM477328(NAD 83)
 ME1897_MARKER: DB = BENCH MARK DISK
 ME1897_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1897_SP_SET: ABUTMENT
 ME1897_STAMPING: H 137 1947
 ME1897_MARK LOGO: CGS   
 ME1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1897+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1897
 ME1897  HISTORY     - Date     Condition        Report By
 ME1897  HISTORY     - 1947     MONUMENTED       CGS
 ME1897  HISTORY     - 1968     GOOD             NGS
 ME1897  HISTORY     - 1969     GOOD             NGS
 ME1897  HISTORY     - 1977     GOOD             NGS
 ME1897  HISTORY     - 19920805 GOOD             NGS
 ME1897
 ME1897                          STATION DESCRIPTION
 ME1897
 ME1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1897'AT CHICAGO.
 ME1897'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, AT THE WEST 26 TH
 ME1897'STREET OVERPASS, SET ON THE TOP AND 14.4 FEET EAST OF THE WEST
 ME1897'END OF THE NORTH STONE BRIDGE SEAT OF THE OVERPASS, 14.5 FEET
 ME1897'WEST OF THE WEST RAIL, 9.5 FEET WEST OF THE WEST GIRDER OF THE
 ME1897'OVERPASS AND 1.4 FEET BELOW THE LEVEL OF THE TRACK.
 ME1897
 ME1897                          STATION RECOVERY (1969)
 ME1897
 ME1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1897'RECOVERED IN GOOD CONDITION.
 ME1897
 ME1897                          STATION RECOVERY (1977)
 ME1897
 ME1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1897'RECOVERED IN GOOD CONDITION.
 ME1897
 ME1897                          STATION RECOVERY (1992)
 ME1897
 ME1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1897'IN CHICAGO, AT THE INTERSECTION OF 26TH STREET THE METRO-METROPOLITAN
 ME1897'RAILROAD, IN TOP OF AND 4.4 M (14.4 FT) EAST OF THE WEST END OF THE
 ME1897'NORTH STONE ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET, 70.6 M
 ME1897'(231.6 FT) WEST OF THE CENTER OF FEDERAL STREET, 10.2 M (33.5 FT)
 ME1897'NORTH OF THE CENTER OF 26TH STREET, 4.0 M (13.1 FT) WEST OF THE NEAR
 ME1897'RAIL, 2.5 M (8.2 FT) WEST OF THE WEST BRIDGE RAIL, AND 0.6 M
 ME1897'(2.0 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1828 ***********************************************************************
 ME1828  DESIGNATION -  H 138
 ME1828  PID         -  ME1828
 ME1828  STATE/COUNTY-  IL/COOK
 ME1828  USGS QUAD   -  LAKE CALUMET (1997)
 ME1828
 ME1828                         *CURRENT SURVEY CONTROL
 ME1828  ___________________________________________________________________
 ME1828* NAD 83(1986)-  41 39 33.     (N)    087 37 04.     (W)     SCALED    
 ME1828* NAVD 88     -       180.255  (meters)     591.39   (feet)  ADJUSTED  
 ME1828  ___________________________________________________________________
 ME1828  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 ME1828  DYNAMIC HT  -         180.190 (meters)     591.17  (feet)  COMP
 ME1828  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 ME1828
 ME1828  VERT ORDER  -  FIRST     CLASS II
 ME1828
 ME1828.The horizontal coordinates were scaled from a topographic map and have
 ME1828.an estimated accuracy of +/- 6 seconds.
 ME1828
 ME1828.The orthometric height was determined by differential leveling
 ME1828.and adjusted by the National Geodetic Survey in June 1991..
 ME1828
 ME1828.The geoid height was determined by GEOID03.
 ME1828
 ME1828.The dynamic height is computed by dividing the NAVD 88
 ME1828.geopotential number by the normal gravity value computed on the
 ME1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1828.degrees latitude (g = 980.6199 gals.).
 ME1828
 ME1828.The modeled gravity was interpolated from observed gravity values.
 ME1828
 ME1828;                    North         East    Units  Estimated Accuracy
 ME1828;SPC IL E     -   554,500.      359,600.      MT  (+/- 180 meters Scaled)
 ME1828
 ME1828                          SUPERSEDED SURVEY CONTROL
 ME1828
 ME1828  NGVD 29 (??/??/92)  180.355  (m)          591.71   (f) ADJ UNCH    1 2
 ME1828
 ME1828.Superseded values are not recommended for survey control.
 ME1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1828.See file dsdata.txt to determine how the superseded data were derived.
 ME1828
 ME1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM485121(NAD 83)
 ME1828_MARKER: DB = BENCH MARK DISK
 ME1828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1828_SP_SET: ABUTMENT
 ME1828_STAMPING: H 138 1947
 ME1828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1828
 ME1828  HISTORY     - Date     Condition        Report By
 ME1828  HISTORY     - 1947     MONUMENTED       CGS
 ME1828  HISTORY     - 1971     GOOD             NGS
 ME1828  HISTORY     - 1977     GOOD             NGS
 ME1828
 ME1828                          STATION DESCRIPTION
 ME1828
 ME1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1828'AT CHICAGO.
 ME1828'AT CHICAGO, ABOUT 3.1 MILES WEST ALONG 130TH STREET FROM ITS
 ME1828'INTERSECTON WITH TORRENCE AVENUE, ABOUT 175 FEET EAST OF THE
 ME1828'JUNCTION OF INDIANA AVENUE, SET VERTICALLY IN THE SOUTH FACE OF
 ME1828'THE NORTH CONCRETE ABUTMENT OF THE OVER HEAD BRIDGE OF THE
 ME1828'ILLINOIS CENTRAL RAILROAD OVER EAST 130TH STREET, 21 FEET WEST
 ME1828'OF THE EAST END OF THE ABUTMENT, 12 FEET NORTH OF THE NORTH CURB
 ME1828'OF EAST 130TH STREET AND 3.2 FEET ABOVE THE GROUND.  NOTE-- MARK
 ME1828'MAY BE REACHED FROM THE POST OFFICE AT BLUE ISLAND BY GOING
 ME1828'ABOUT 2.5 MILES EAST ALONG VERMONT STREET, THENCE ABOUT 1.0
 ME1828'MILE EAST ALONG 127TH STREET, THENCE ABOUT 0.35 MILE SOUTH ALONG
 ME1828'INDIANA AVENUE, THENCE ABOUT 175 FEET EAST ALONG EAST 130TH ST.
 ME1828
 ME1828                          STATION RECOVERY (1971)
 ME1828
 ME1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1828'RECOVERED IN GOOD CONDITION.
 ME1828
 ME1828                          STATION RECOVERY (1977)
 ME1828
 ME1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1765 ***********************************************************************
 ME1765  DESIGNATION -  H 139
 ME1765  PID         -  ME1765
 ME1765  STATE/COUNTY-  IL/COOK
 ME1765  USGS QUAD   -  PALOS PARK (1997)
 ME1765
 ME1765                         *CURRENT SURVEY CONTROL
 ME1765  ___________________________________________________________________
 ME1765* NAD 83(1986)-  41 44 11.     (N)    087 46 45.     (W)     SCALED    
 ME1765* NAVD 88     -       189.430  (meters)     621.49   (feet)  ADJUSTED  
 ME1765  ___________________________________________________________________
 ME1765  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 ME1765  DYNAMIC HT  -         189.362 (meters)     621.27  (feet)  COMP
 ME1765  MODELED GRAV-     980,262.0   (mgal)                       NAVD 88
 ME1765
 ME1765  VERT ORDER  -  FIRST     CLASS II
 ME1765
 ME1765.The horizontal coordinates were scaled from a topographic map and have
 ME1765.an estimated accuracy of +/- 6 seconds.
 ME1765
 ME1765.The orthometric height was determined by differential leveling
 ME1765.and adjusted by the National Geodetic Survey in June 1991..
 ME1765
 ME1765.The geoid height was determined by GEOID03.
 ME1765
 ME1765.The dynamic height is computed by dividing the NAVD 88
 ME1765.geopotential number by the normal gravity value computed on the
 ME1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1765.degrees latitude (g = 980.6199 gals.).
 ME1765
 ME1765.The modeled gravity was interpolated from observed gravity values.
 ME1765
 ME1765;                    North         East    Units  Estimated Accuracy
 ME1765;SPC IL E     -   562,970.      346,100.      MT  (+/- 180 meters Scaled)
 ME1765
 ME1765                          SUPERSEDED SURVEY CONTROL
 ME1765
 ME1765  NGVD 29 (??/??/92)  189.518  (m)          621.78   (f) ADJ UNCH    1 2
 ME1765
 ME1765.Superseded values are not recommended for survey control.
 ME1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1765.See file dsdata.txt to determine how the superseded data were derived.
 ME1765
 ME1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM352208(NAD 83)
 ME1765_MARKER: DB = BENCH MARK DISK
 ME1765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1765_SP_SET: BUILDING
 ME1765_STAMPING: H 139 1947
 ME1765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1765
 ME1765  HISTORY     - Date     Condition        Report By
 ME1765  HISTORY     - 1947     MONUMENTED       CGS
 ME1765  HISTORY     - 1971     GOOD             NGS
 ME1765  HISTORY     - 1978     GOOD             LOCENG
 ME1765  HISTORY     - 19870701 GOOD             USPSQD
 ME1765  HISTORY     - 1989     GOOD             USPSQD
 ME1765  HISTORY     - 1989     GOOD             USPSQD
 ME1765
 ME1765                          STATION DESCRIPTION
 ME1765
 ME1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1765'2.8 MI NW FROM OAK LAWN.
 ME1765'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 50 FROM ITS INTERSECTION
 ME1765'WITH STATE HIGHWAY 7 AT OAK LAWN, THENCE ABOUT 2.05 MILES WEST
 ME1765'ALONG 87TH STREET, ABOUT 0.2 MILE NORTH ALONG NARRAGANSETTE
 ME1765'AVENUE FROM ITS JUNCTION WITH 87TH STREET AND STATE ROAD, SET
 ME1765'VERTICALLY IN THE SOUTH FACE OF THE BRICK WALL AT THE SOUTHWEST
 ME1765'CORNER OF THE TOBIN SCHOOL, 1 FOOT EAST OF THE SOUTHWEST CORNER
 ME1765'OF THE BUILDING AND 3 FEET ABOVE THE SIDE WALK.
 ME1765
 ME1765                          STATION RECOVERY (1971)
 ME1765
 ME1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1765'RECOVERED IN GOOD CONDITION.
 ME1765
 ME1765                          STATION RECOVERY (1978)
 ME1765
 ME1765'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ME1765'RECOVERED IN GOOD CONDITION.
 ME1765
 ME1765                          STATION RECOVERY (1987)
 ME1765
 ME1765'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1765'RECOVERED IN GOOD CONDITION.
 ME1765
 ME1765                          STATION RECOVERY (1989)
 ME1765
 ME1765'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1765'RECOVERED IN GOOD CONDITION.
 ME1765
 ME1765                          STATION RECOVERY (1989)
 ME1765
 ME1765'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0342 ***********************************************************************
 KC0342  DESIGNATION -  H 14
 KC0342  PID         -  KC0342
 KC0342  STATE/COUNTY-  IL/ADAMS
 KC0342  USGS QUAD   -  QUINCY WEST (1996)
 KC0342
 KC0342                         *CURRENT SURVEY CONTROL
 KC0342  ___________________________________________________________________
 KC0342* NAD 83(1986)-  39 56 45.     (N)    091 24 58.     (W)     SCALED    
 KC0342* NAVD 88     -       150.882  (meters)     495.02   (feet)  ADJUSTED  
 KC0342  ___________________________________________________________________
 KC0342  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0342  DYNAMIC HT  -         150.804 (meters)     494.76  (feet)  COMP
 KC0342  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KC0342
 KC0342  VERT ORDER  -  FIRST     CLASS II
 KC0342
 KC0342.The horizontal coordinates were scaled from a topographic map and have
 KC0342.an estimated accuracy of +/- 6 seconds.
 KC0342
 KC0342.The orthometric height was determined by differential leveling
 KC0342.and adjusted by the National Geodetic Survey in June 1991..
 KC0342
 KC0342.The geoid height was determined by GEOID03.
 KC0342
 KC0342.The dynamic height is computed by dividing the NAVD 88
 KC0342.geopotential number by the normal gravity value computed on the
 KC0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0342.degrees latitude (g = 980.6199 gals.).
 KC0342
 KC0342.The modeled gravity was interpolated from observed gravity values.
 KC0342
 KC0342;                    North         East    Units  Estimated Accuracy
 KC0342;SPC IL W     -   364,720.      593,230.      MT  (+/- 180 meters Scaled)
 KC0342
 KC0342                          SUPERSEDED SURVEY CONTROL
 KC0342
 KC0342  NGVD 29 (??/??/92)  150.967  (m)          495.30   (f) ADJ UNCH    1 2
 KC0342
 KC0342.Superseded values are not recommended for survey control.
 KC0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0342.See file dsdata.txt to determine how the superseded data were derived.
 KC0342
 KC0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE353229(NAD 83)
 KC0342_MARKER: DB = BENCH MARK DISK
 KC0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0342_SP_SET: BRIDGE
 KC0342_STAMPING: H 14 1933
 KC0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0342
 KC0342  HISTORY     - Date     Condition        Report By
 KC0342  HISTORY     - 1933     MONUMENTED       CGS
 KC0342  HISTORY     - 1935     GOOD             NGS
 KC0342  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0342  HISTORY     - 1979     MARK NOT FOUND   ILDT
 KC0342  HISTORY     - 1996     GOOD             KLINGN
 KC0342
 KC0342                          STATION DESCRIPTION
 KC0342
 KC0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0342'AT QUINCY.
 KC0342'AT QUINCY, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 KC0342'RAILROAD, 0.1 MILE NORTH OF THE STATION, 20 FEET SOUTHWEST OF THE
 KC0342'BRIDGE OVER LIND STREET, AND IN THE SOUTHWEST CORNER OF A LARGE
 KC0342'CONCRETE BLOCK.  A STANDARD DISK, STAMPED H 14 1933.
 KC0342
 KC0342                          STATION RECOVERY (1971)
 KC0342
 KC0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0342'MARK NOT FOUND.
 KC0342
 KC0342                          STATION RECOVERY (1979)
 KC0342
 KC0342'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 KC0342'MARK NOT FOUND.
 KC0342
 KC0342                          STATION RECOVERY (1996)
 KC0342
 KC0342'RECOVERY NOTE BY KLINGNER AND ASSOCIATES 1996 (NDE)
 KC0342'THE NGS DESCRIPTION IS MOSTLY CORRECT EXCEPT FOR DESCRIBING
 KC0342'THE STATION AS BEING 20 FEET SOUTHWEST OF THE BRIDGE OVER
 KC0342'LIND STREET.  IT IS ACTUALLY 20 FEET SOUTHWEST OF THE BRIDGE
 KC0342'OVER CEDAR STREET.  THE MARK IS ON THE EAST SIDE OF BONANSINGA
 KC0342'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0120 ***********************************************************************
 MF0120  DESIGNATION -  H 140
 MF0120  PID         -  MF0120
 MF0120  STATE/COUNTY-  IL/WILL
 MF0120  USGS QUAD   -  ROMEOVILLE (1993)
 MF0120
 MF0120                         *CURRENT SURVEY CONTROL
 MF0120  ___________________________________________________________________
 MF0120* NAD 83(1986)-  41 39 49.     (N)    088 01 58.     (W)     SCALED    
 MF0120* NAVD 88     -       180.087  (meters)     590.84   (feet)  ADJUSTED  
 MF0120  ___________________________________________________________________
 MF0120  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MF0120  DYNAMIC HT  -         180.021 (meters)     590.62  (feet)  COMP
 MF0120  MODELED GRAV-     980,251.3   (mgal)                       NAVD 88
 MF0120
 MF0120  VERT ORDER  -  FIRST     CLASS II
 MF0120
 MF0120.The horizontal coordinates were scaled from a topographic map and have
 MF0120.an estimated accuracy of +/- 6 seconds.
 MF0120
 MF0120.The orthometric height was determined by differential leveling
 MF0120.and adjusted by the National Geodetic Survey in June 1991..
 MF0120
 MF0120.The geoid height was determined by GEOID03.
 MF0120
 MF0120.The dynamic height is computed by dividing the NAVD 88
 MF0120.geopotential number by the normal gravity value computed on the
 MF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0120.degrees latitude (g = 980.6199 gals.).
 MF0120
 MF0120.The modeled gravity was interpolated from observed gravity values.
 MF0120
 MF0120;                    North         East    Units  Estimated Accuracy
 MF0120;SPC IL E     -   554,780.      325,030.      MT  (+/- 180 meters Scaled)
 MF0120
 MF0120                          SUPERSEDED SURVEY CONTROL
 MF0120
 MF0120  NGVD 29 (??/??/92)  180.176  (m)          591.13   (f) ADJ UNCH    1 2
 MF0120
 MF0120.Superseded values are not recommended for survey control.
 MF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0120.See file dsdata.txt to determine how the superseded data were derived.
 MF0120
 MF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM140129(NAD 83)
 MF0120_MARKER: DB = BENCH MARK DISK
 MF0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0120_SP_SET: CULVERT
 MF0120_STAMPING: H 140 1947
 MF0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0120
 MF0120  HISTORY     - Date     Condition        Report By
 MF0120  HISTORY     - 1947     MONUMENTED       CGS
 MF0120  HISTORY     - 1972     GOOD             NGS
 MF0120  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 MF0120
 MF0120                          STATION DESCRIPTION
 MF0120
 MF0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0120'1.7 MI SW FROM LEMONT.
 MF0120'ABOUT 1.7 MILES SOUTHWEST ALONG THE NEW AVENUE FROM THE ALTON
 MF0120'RAILROAD STATION AT LEMONT, ABOUT 175 YARDS SOUTHWEST OF THE ALTON
 MF0120'RAILROAD SIGNAL NO. 58, OPPOSITE THE ALTON RAILROAD MILE POST 27,
 MF0120'SET IN THE TOP OF THE CENTER OF THE NORTHWEST CONCRETE HEAD WALL
 MF0120'OF A 4-FOOT CONCRETE BOX CULVERT UNDER THE ROAD, 22 FEET NORTHWEST
 MF0120'OF AND ABOUT 1/2 FOOT BELOW THE CENTER LINE OF THE ROAD.
 MF0120
 MF0120                          STATION RECOVERY (1972)
 MF0120
 MF0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MF0120'RECOVERED IN GOOD CONDITION.
 MF0120
 MF0120                          STATION RECOVERY (2003)
 MF0120
 MF0120'RECOVERY NOTE BY US POWER SQUADRON 2003 (JPC)
 MF0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0143 ***********************************************************************
 MF0143  DESIGNATION -  H 141
 MF0143  PID         -  MF0143
 MF0143  STATE/COUNTY-  IL/GRUNDY
 MF0143  USGS QUAD   -  LISBON (1993)
 MF0143
 MF0143                         *CURRENT SURVEY CONTROL
 MF0143  ___________________________________________________________________
 MF0143* NAD 83(1986)-  41 23 15.     (N)    088 25 18.     (W)     SCALED    
 MF0143* NAVD 88     -       167.330  (meters)     548.98   (feet)  ADJUSTED  
 MF0143  ___________________________________________________________________
 MF0143  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0143  DYNAMIC HT  -         167.266 (meters)     548.77  (feet)  COMP
 MF0143  MODELED GRAV-     980,236.2   (mgal)                       NAVD 88
 MF0143
 MF0143  VERT ORDER  -  FIRST     CLASS II
 MF0143
 MF0143.The horizontal coordinates were scaled from a topographic map and have
 MF0143.an estimated accuracy of +/- 6 seconds.
 MF0143
 MF0143.The orthometric height was determined by differential leveling
 MF0143.and adjusted by the National Geodetic Survey in June 1991..
 MF0143
 MF0143.The geoid height was determined by GEOID03.
 MF0143
 MF0143.The dynamic height is computed by dividing the NAVD 88
 MF0143.geopotential number by the normal gravity value computed on the
 MF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0143.degrees latitude (g = 980.6199 gals.).
 MF0143
 MF0143.The modeled gravity was interpolated from observed gravity values.
 MF0143
 MF0143;                    North         East    Units  Estimated Accuracy
 MF0143;SPC IL E     -   524,080.      292,610.      MT  (+/- 180 meters Scaled)
 MF0143
 MF0143                          SUPERSEDED SURVEY CONTROL
 MF0143
 MF0143  NGVD 29 (??/??/92)  167.41   (m)          549.2    (f) COMPUTED    1 2
 MF0143
 MF0143.Superseded values are not recommended for survey control.
 MF0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0143.See file dsdata.txt to determine how the superseded data were derived.
 MF0143
 MF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL811827(NAD 83)
 MF0143_MARKER: DB = BENCH MARK DISK
 MF0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0143_STAMPING: H 141 1947
 MF0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0143+STABILITY: SURFACE MOTION
 MF0143
 MF0143  HISTORY     - Date     Condition        Report By
 MF0143  HISTORY     - 1947     MONUMENTED       CGS
 MF0143
 MF0143                          STATION DESCRIPTION
 MF0143
 MF0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0143'2 MI N FROM MORRIS.
 MF0143'ABOUT 2.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0143'HOUSE AT MORRIS, ABOUT 0.25 MILE NORTH OF THE JUNCTION OF
 MF0143'U.S. HIGHWAY 6 LEADING NORTHEAST, 167 FEET NORTHEAST AND ACROSS
 MF0143'THE HIGHWAY FROM A 2-STORY SHINGLE FARM HOUSE, 37 FEET EAST OF
 MF0143'THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF A POWER POLE,
 MF0143'6.5 FEET NORTHEAST OF A 6-INCH TREE, 2 FEET SOUTH OF A WHITE
 MF0143'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 MF0143'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0144 ***********************************************************************
 MF0144  DESIGNATION -  H 141 RESET 1958
 MF0144  PID         -  MF0144
 MF0144  STATE/COUNTY-  IL/GRUNDY
 MF0144  USGS QUAD   -  LISBON (1993)
 MF0144
 MF0144                         *CURRENT SURVEY CONTROL
 MF0144  ___________________________________________________________________
 MF0144* NAD 83(1986)-  41 23 15.     (N)    088 25 18.     (W)     SCALED    
 MF0144* NAVD 88     -       166.90   (meters)     547.6    (feet)  RESET     
 MF0144  ___________________________________________________________________
 MF0144  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0144
 MF0144  VERT ORDER  -  THIRD
 MF0144
 MF0144.The horizontal coordinates were scaled from a topographic map and have
 MF0144.an estimated accuracy of +/- 6 seconds.
 MF0144
 MF0144.The orthometric height was computed from unverified reset data.
 MF0144.No vertical observational check was made to the station.
 MF0144
 MF0144.The geoid height was determined by GEOID03.
 MF0144
 MF0144;                    North         East    Units  Estimated Accuracy
 MF0144;SPC IL E     -   524,080.      292,610.      MT  (+/- 180 meters Scaled)
 MF0144
 MF0144                          SUPERSEDED SURVEY CONTROL
 MF0144
 MF0144  NGVD 29 (??/??/??)  166.97   (m)          547.8    (f) RESET       3  
 MF0144
 MF0144.Superseded values are not recommended for survey control.
 MF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0144.See file dsdata.txt to determine how the superseded data were derived.
 MF0144
 MF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL811827(NAD 83)
 MF0144_MARKER: DB = BENCH MARK DISK
 MF0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0144_STAMPING: H 141 RESET 1958
 MF0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0144+STABILITY: SURFACE MOTION
 MF0144
 MF0144  HISTORY     - Date     Condition        Report By
 MF0144  HISTORY     - 1958     MONUMENTED       ILDT
 MF0144  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0144
 MF0144                          STATION DESCRIPTION
 MF0144
 MF0144'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1958
 MF0144'2 MI N FROM MORRIS.
 MF0144'2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE AT
 MF0144'MORRIS, 440 FEET EAST OF THE CENTERLINE OF ROUTE 47, 525 FEET
 MF0144'SOUTH AND 440 FEET OF THE CENTERLINE OF GRADE SEPARATION AT
 MF0144'INTERSECTION OF F.A.I. -06 AND S.B.I. 47.  THE DISK IS SET
 MF0144'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MF0144
 MF0144                          STATION RECOVERY (1989)
 MF0144
 MF0144'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0082 ***********************************************************************
 MF0082  DESIGNATION -  H 142
 MF0082  PID         -  MF0082
 MF0082  STATE/COUNTY-  IL/WILL
 MF0082  USGS QUAD   -  PLAINFIELD (1993)
 MF0082
 MF0082                         *CURRENT SURVEY CONTROL
 MF0082  ___________________________________________________________________
 MF0082* NAD 83(1986)-  41 31 13.     (N)    088 10 44.     (W)     SCALED    
 MF0082* NAVD 88     -       177.068  (meters)     580.93   (feet)  ADJUSTED  
 MF0082  ___________________________________________________________________
 MF0082  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0082  DYNAMIC HT  -         177.002 (meters)     580.71  (feet)  COMP
 MF0082  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 MF0082
 MF0082  VERT ORDER  -  FIRST     CLASS II
 MF0082
 MF0082.This mark is at Joliet Park District Airport (JOT)
 MF0082
 MF0082.The horizontal coordinates were scaled from a topographic map and have
 MF0082.an estimated accuracy of +/- 6 seconds.
 MF0082
 MF0082.The orthometric height was determined by differential leveling
 MF0082.and adjusted by the National Geodetic Survey in June 1991..
 MF0082
 MF0082.The geoid height was determined by GEOID03.
 MF0082
 MF0082.The dynamic height is computed by dividing the NAVD 88
 MF0082.geopotential number by the normal gravity value computed on the
 MF0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0082.degrees latitude (g = 980.6199 gals.).
 MF0082
 MF0082.The modeled gravity was interpolated from observed gravity values.
 MF0082
 MF0082;                    North         East    Units  Estimated Accuracy
 MF0082;SPC IL E     -   538,830.      312,890.      MT  (+/- 180 meters Scaled)
 MF0082
 MF0082                          SUPERSEDED SURVEY CONTROL
 MF0082
 MF0082  NGVD 29 (??/??/92)  177.163  (m)          581.24   (f) ADJ UNCH    1 2
 MF0082
 MF0082.Superseded values are not recommended for survey control.
 MF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0082.See file dsdata.txt to determine how the superseded data were derived.
 MF0082
 MF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL016971(NAD 83)
 MF0082_MARKER: DB = BENCH MARK DISK
 MF0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0082_SP_SET: BUILDING
 MF0082_STAMPING: H 142 1947
 MF0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0082
 MF0082  HISTORY     - Date     Condition        Report By
 MF0082  HISTORY     - 1947     MONUMENTED       CGS
 MF0082  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 MF0082
 MF0082                          STATION DESCRIPTION
 MF0082
 MF0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0082'5.2 MI W FROM JOLIET.
 MF0082'ABOUT 5.15 MILES WEST ALONG U.S. HIGHWAY 52 FROM THE COURT HOUSE
 MF0082'AT JOLIET, AT THE JOLIET MUNICIPAL AIRPORT, ABOUT 100 YARDS SOUTH
 MF0082'OF THE ADMINSTRATION BUILDING, SET VERTICALLY IN THE NORTHEAST
 MF0082'FACE OF THE NORTH CORNER OF THE BRICK REPAIR BUILDING, 1.3 FEET
 MF0082'SOUTHEAST OF NORTH CORNER OF THE BUILDING AND 2.7 FEET ABOVE THE
 MF0082'GROUND.
 MF0082
 MF0082                          STATION RECOVERY (1979)
 MF0082
 MF0082'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MF0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0151 ***********************************************************************
 MF0151  DESIGNATION -  H 143
 MF0151  PID         -  MF0151
 MF0151  STATE/COUNTY-  IL/GRUNDY
 MF0151  USGS QUAD   -  LISBON (1993)
 MF0151
 MF0151                         *CURRENT SURVEY CONTROL
 MF0151  ___________________________________________________________________
 MF0151* NAD 83(1986)-  41 25 48.     (N)    088 25 21.     (W)     SCALED    
 MF0151* NAVD 88     -       178.713  (meters)     586.33   (feet)  ADJUSTED  
 MF0151  ___________________________________________________________________
 MF0151  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0151  DYNAMIC HT  -         178.644 (meters)     586.10  (feet)  COMP
 MF0151  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 MF0151
 MF0151  VERT ORDER  -  FIRST     CLASS II
 MF0151
 MF0151.This mark is at Morris Mun-James R Washburn Fld Airport (C09)
 MF0151
 MF0151.The horizontal coordinates were scaled from a topographic map and have
 MF0151.an estimated accuracy of +/- 6 seconds.
 MF0151
 MF0151.The orthometric height was determined by differential leveling
 MF0151.and adjusted by the National Geodetic Survey in June 1991..
 MF0151
 MF0151.The geoid height was determined by GEOID03.
 MF0151
 MF0151.The dynamic height is computed by dividing the NAVD 88
 MF0151.geopotential number by the normal gravity value computed on the
 MF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0151.degrees latitude (g = 980.6199 gals.).
 MF0151
 MF0151.The modeled gravity was interpolated from observed gravity values.
 MF0151
 MF0151;                    North         East    Units  Estimated Accuracy
 MF0151;SPC IL E     -   528,800.      292,550.      MT  (+/- 180 meters Scaled)
 MF0151
 MF0151                          SUPERSEDED SURVEY CONTROL
 MF0151
 MF0151  NGVD 29 (??/??/92)  178.787  (m)          586.57   (f) ADJ UNCH    1 2
 MF0151
 MF0151.Superseded values are not recommended for survey control.
 MF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0151.See file dsdata.txt to determine how the superseded data were derived.
 MF0151
 MF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL811874(NAD 83)
 MF0151_MARKER: DB = BENCH MARK DISK
 MF0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0151_STAMPING: H 143 1947
 MF0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0151+STABILITY: SURFACE MOTION
 MF0151
 MF0151  HISTORY     - Date     Condition        Report By
 MF0151  HISTORY     - 1947     MONUMENTED       CGS
 MF0151
 MF0151                          STATION DESCRIPTION
 MF0151
 MF0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0151'5 MI N FROM MORRIS.
 MF0151'ABOUT 4.95 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0151'HOUSE AT MORRIS, AT THE MORRIS AIRPORT, SET AT THE NORTHWEST
 MF0151'CORNER OF THE OVAL SHAPED HANGAR AND REPAIR SHOP, 170 FEET
 MF0151'EAST OF THE CENTER LINE OF THE HIGHWAY, 121 FEET WEST OF THE
 MF0151'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 1 FOOT
 MF0151'NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR, AND SET IN
 MF0151'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0043 ***********************************************************************
 HB0043  DESIGNATION -  H 144
 HB0043  PID         -  HB0043
 HB0043  STATE/COUNTY-  IL/GALLATIN
 HB0043  USGS QUAD   -  EQUALITY (1996)
 HB0043
 HB0043                         *CURRENT SURVEY CONTROL
 HB0043  ___________________________________________________________________
 HB0043* NAD 83(1986)-  37 44 00.     (N)    088 21 44.     (W)     SCALED    
 HB0043* NAVD 88     -       107.077  (meters)     351.30   (feet)  ADJUSTED  
 HB0043  ___________________________________________________________________
 HB0043  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HB0043  DYNAMIC HT  -         107.003 (meters)     351.06  (feet)  COMP
 HB0043  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 HB0043
 HB0043  VERT ORDER  -  FIRST     CLASS II
 HB0043
 HB0043.The horizontal coordinates were scaled from a topographic map and have
 HB0043.an estimated accuracy of +/- 6 seconds.
 HB0043
 HB0043.The orthometric height was determined by differential leveling
 HB0043.and adjusted by the National Geodetic Survey in June 1991..
 HB0043
 HB0043.The geoid height was determined by GEOID03.
 HB0043
 HB0043.The dynamic height is computed by dividing the NAVD 88
 HB0043.geopotential number by the normal gravity value computed on the
 HB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0043.degrees latitude (g = 980.6199 gals.).
 HB0043
 HB0043.The modeled gravity was interpolated from observed gravity values.
 HB0043
 HB0043;                    North         East    Units  Estimated Accuracy
 HB0043;SPC IL E     -   118,380.      297,450.      MT  (+/- 180 meters Scaled)
 HB0043
 HB0043                          SUPERSEDED SURVEY CONTROL
 HB0043
 HB0043  NGVD 29 (??/??/??)  107.178  (m)          351.63   (f) ADJUSTED    1 2
 HB0043
 HB0043.Superseded values are not recommended for survey control.
 HB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0043.See file dsdata.txt to determine how the superseded data were derived.
 HB0043
 HB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG799771(NAD 83)
 HB0043_MARKER: DB = BENCH MARK DISK
 HB0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0043_STAMPING: H 144 1949
 HB0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0043+STABILITY: SURFACE MOTION
 HB0043
 HB0043  HISTORY     - Date     Condition        Report By
 HB0043  HISTORY     - 1949     MONUMENTED       CGS
 HB0043  HISTORY     - 1957     MARK NOT FOUND   CGS
 HB0043
 HB0043                          STATION DESCRIPTION
 HB0043
 HB0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0043'7 MI SE FROM ELDORADO.
 HB0043'ABOUT 7.05 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HB0043'RAILROAD FROM THE UNION STATION AT ELDORADO, ABOUT 0.7 MILE
 HB0043'NORTHWEST OF THE ROAD CROSSING AT EQUALITY, AT THE SOUTHWEST
 HB0043'CORNER OF A CULTIVATED FIELD, ABOUT 0.15 MILE NORTHWEST OF A FARM
 HB0043'ROAD CROSSING, 77 FEET NORTHEAST OF THE NORTH END OF A 5-FOOT
 HB0043'STONE CULVERT UNDER TRACK, 48 1/2 FEET NORTH OF THE NORTH RAIL, 1
 HB0043'FOOT NORTH OF THE R/W FENCE LINE, 34 FEET SOUTHEAST OF A FENCE
 HB0043'CORNER, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 4 1/2 FEET
 HB0043'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HB0043'5 INCHES.
 HB0043
 HB0043                          STATION RECOVERY (1957)
 HB0043
 HB0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 HB0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0543 ***********************************************************************
 HB0543  DESIGNATION -  H 145
 HB0543  PID         -  HB0543
 HB0543  STATE/COUNTY-  IL/SALINE
 HB0543  USGS QUAD   -  GALATIA (1976)
 HB0543
 HB0543                         *CURRENT SURVEY CONTROL
 HB0543  ___________________________________________________________________
 HB0543* NAD 83(1986)-  37 50 13.     (N)    088 36 48.     (W)     SCALED    
 HB0543* NAVD 88     -       120.768  (meters)     396.22   (feet)  ADJUSTED  
 HB0543  ___________________________________________________________________
 HB0543  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HB0543  DYNAMIC HT  -         120.685 (meters)     395.95  (feet)  COMP
 HB0543  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 HB0543
 HB0543  VERT ORDER  -  FIRST     CLASS II
 HB0543
 HB0543.The horizontal coordinates were scaled from a topographic map and have
 HB0543.an estimated accuracy of +/- 6 seconds.
 HB0543
 HB0543.The orthometric height was determined by differential leveling
 HB0543.and adjusted by the National Geodetic Survey in June 1991..
 HB0543
 HB0543.The geoid height was determined by GEOID03.
 HB0543
 HB0543.The dynamic height is computed by dividing the NAVD 88
 HB0543.geopotential number by the normal gravity value computed on the
 HB0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0543.degrees latitude (g = 980.6199 gals.).
 HB0543
 HB0543.The modeled gravity was interpolated from observed gravity values.
 HB0543
 HB0543;                    North         East    Units  Estimated Accuracy
 HB0543;SPC IL E     -   129,910.      275,350.      MT  (+/- 180 meters Scaled)
 HB0543
 HB0543                          SUPERSEDED SURVEY CONTROL
 HB0543
 HB0543  NGVD 29 (??/??/??)  120.867  (m)          396.54   (f) ADJUSTED    1 2
 HB0543
 HB0543.Superseded values are not recommended for survey control.
 HB0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0543.See file dsdata.txt to determine how the superseded data were derived.
 HB0543
 HB0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG580889(NAD 83)
 HB0543_MARKER: DB = BENCH MARK DISK
 HB0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0543_STAMPING: H 145 1949
 HB0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0543+STABILITY: SURFACE MOTION
 HB0543
 HB0543  HISTORY     - Date     Condition        Report By
 HB0543  HISTORY     - 1949     MONUMENTED       CGS
 HB0543  HISTORY     - 1961     GOOD             USGS
 HB0543  HISTORY     - 1981     GOOD             ILDT
 HB0543  HISTORY     - 1981     GOOD             ILDT
 HB0543  HISTORY     - 20060301 GOOD             ILDT
 HB0543
 HB0543                          STATION DESCRIPTION
 HB0543
 HB0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0543'AT GALATIA.
 HB0543'AT GALATIA, ABOUT 0.1 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL
 HB0543'RAILRAOD FROM THE STATION, AT A STREET CROSSING, 70 FEET
 HB0543'NORTH-NORTHWEST OF THE CENTER OF THE CROSSING AND MAIN TRACK, 43
 HB0543'FEET EAST AND ACROSS THE TRACK FROM A SIDING SWITCH, 36 FEET WEST
 HB0543'OF THE CENTER LINE OF THE STREET, 26 FEET NORTH-NORTHWEST OF A
 HB0543'TELEPHONE POLE, 19 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 1/2
 HB0543'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 HB0543'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0543
 HB0543                          STATION RECOVERY (1961)
 HB0543
 HB0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HB0543'RECOVERED IN GOOD CONDITION.
 HB0543
 HB0543                          STATION RECOVERY (1981)
 HB0543
 HB0543'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1981
 HB0543'RECOVERED IN GOOD CONDITION.
 HB0543
 HB0543                          STATION RECOVERY (1981)
 HB0543
 HB0543'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1981
 HB0543'RECOVERED IN GOOD CONDITION.
 HB0543
 HB0543                          STATION RECOVERY (2006)
 HB0543
 HB0543'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0543'REPLACED WITNESS POST 2 FEET WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0369 ***********************************************************************
 JB0369  DESIGNATION -  H 146
 JB0369  PID         -  JB0369
 JB0369  STATE/COUNTY-  IL/FRANKLIN
 JB0369  USGS QUAD   -  REND LAKE DAM (1975)
 JB0369
 JB0369                         *CURRENT SURVEY CONTROL
 JB0369  ___________________________________________________________________
 JB0369* NAD 83(1986)-  38 00 31.     (N)    088 55 55.     (W)     SCALED    
 JB0369* NAVD 88     -       135.478  (meters)     444.48   (feet)  ADJUSTED  
 JB0369  ___________________________________________________________________
 JB0369  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 JB0369  DYNAMIC HT  -         135.387 (meters)     444.18  (feet)  COMP
 JB0369  MODELED GRAV-     979,958.4   (mgal)                       NAVD 88
 JB0369
 JB0369  VERT ORDER  -  FIRST     CLASS II
 JB0369
 JB0369.The horizontal coordinates were scaled from a topographic map and have
 JB0369.an estimated accuracy of +/- 6 seconds.
 JB0369
 JB0369.The orthometric height was determined by differential leveling
 JB0369.and adjusted by the National Geodetic Survey in June 1991..
 JB0369
 JB0369.The geoid height was determined by GEOID03.
 JB0369
 JB0369.The dynamic height is computed by dividing the NAVD 88
 JB0369.geopotential number by the normal gravity value computed on the
 JB0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0369.degrees latitude (g = 980.6199 gals.).
 JB0369
 JB0369.The modeled gravity was interpolated from observed gravity values.
 JB0369
 JB0369;                    North         East    Units  Estimated Accuracy
 JB0369;SPC IL E     -   149,100.      247,430.      MT  (+/- 180 meters Scaled)
 JB0369
 JB0369                          SUPERSEDED SURVEY CONTROL
 JB0369
 JB0369  NGVD 29 (??/??/92)  135.570  (m)          444.78   (f) ADJ UNCH    1 2
 JB0369
 JB0369.Superseded values are not recommended for survey control.
 JB0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0369.See file dsdata.txt to determine how the superseded data were derived.
 JB0369
 JB0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH303085(NAD 83)
 JB0369_MARKER: DB = BENCH MARK DISK
 JB0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0369_STAMPING: H 146 1949
 JB0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0369+STABILITY: SURFACE MOTION
 JB0369
 JB0369  HISTORY     - Date     Condition        Report By
 JB0369  HISTORY     - 1949     MONUMENTED       CGS
 JB0369  HISTORY     - 1983     POOR             USGS
 JB0369
 JB0369                          STATION DESCRIPTION
 JB0369
 JB0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0369'AT BENTON AIRPORT.
 JB0369'AT THE BENTON AIRPORT, ALONG THE NORTH BORDER OF THE AIRPORT, 28
 JB0369'FEET NORTH-NORTHEAST AND ACROSS A DIM ROAD FROM THE NORTHEAST
 JB0369'CORNER OF A PRIVATE HANGAR, 18 1/2 FEET NORTH OF THE CENTER LINE
 JB0369'OF THE DIM ROAD, 20 1/2 FEET EAST OF A 24-INCH OAK TREE, 8 1/2
 JB0369'FEET EAST-SOUTHEAST OF A 12-INCH ELM TREE, 1 1/2 FEET SOUTH OF
 JB0369'A FENCE LINE 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1
 JB0369'FOOT ABOVE THE DIM ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0369'PROJECTING 3 INCHES.
 JB0369
 JB0369                          STATION RECOVERY (1983)
 JB0369
 JB0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0369'MARK HAS BEEN HIT BY LAWN MOWER. WE SET STEEL FENCE POST NEAR BY TO
 JB0369'PREVENT FUTHER DAMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0024 ***********************************************************************
 JC0024  DESIGNATION -  H 147
 JC0024  PID         -  JC0024
 JC0024  STATE/COUNTY-  IL/ST CLAIR
 JC0024  USGS QUAD   -  MONKS MOUND (1993)
 JC0024
 JC0024                         *CURRENT SURVEY CONTROL
 JC0024  ___________________________________________________________________
 JC0024* NAD 83(1986)-  38 38 13.     (N)    090 05 57.     (W)     SCALED    
 JC0024* NAVD 88     -       125.328  (meters)     411.18   (feet)  ADJUSTED  
 JC0024  ___________________________________________________________________
 JC0024  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JC0024  DYNAMIC HT  -         125.249 (meters)     410.92  (feet)  COMP
 JC0024  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 JC0024
 JC0024  VERT ORDER  -  FIRST     CLASS I
 JC0024
 JC0024.The horizontal coordinates were scaled from a topographic map and have
 JC0024.an estimated accuracy of +/- 6 seconds.
 JC0024
 JC0024.The orthometric height was determined by differential leveling
 JC0024.and adjusted by the National Geodetic Survey in June 1991..
 JC0024
 JC0024.The geoid height was determined by GEOID03.
 JC0024
 JC0024.The dynamic height is computed by dividing the NAVD 88
 JC0024.geopotential number by the normal gravity value computed on the
 JC0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0024.degrees latitude (g = 980.6199 gals.).
 JC0024
 JC0024.The modeled gravity was interpolated from observed gravity values.
 JC0024
 JC0024;                    North         East    Units  Estimated Accuracy
 JC0024;SPC IL W     -   218,670.      705,880.      MT  (+/- 180 meters Scaled)
 JC0024
 JC0024                          SUPERSEDED SURVEY CONTROL
 JC0024
 JC0024  NGVD 29 (??/??/92)  125.439  (m)          411.54   (f) ADJ UNCH    1 1
 JC0024
 JC0024.Superseded values are not recommended for survey control.
 JC0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0024.See file dsdata.txt to determine how the superseded data were derived.
 JC0024
 JC0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC524804(NAD 83)
 JC0024_MARKER: DB = BENCH MARK DISK
 JC0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0024_SP_SET: BRIDGE
 JC0024_STAMPING: H 147 1949
 JC0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0024+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 JC0024
 JC0024  HISTORY     - Date     Condition        Report By
 JC0024  HISTORY     - 1949     MONUMENTED       CGS
 JC0024  HISTORY     - 1969     GOOD             NGS
 JC0024  HISTORY     - 20050118 GOOD             APISUR
 JC0024
 JC0024                          STATION DESCRIPTION
 JC0024
 JC0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0024'AT WASHINGTON PARK.
 JC0024'AT WASHINGTON PARK, ABOUT 0.5 MILE WEST ALONG FOREST BLVD FROM
 JC0024'THE CITY HALL, AT THE NORTHWEST CORNER OF THE JUNCTION OF FOREST
 JC0024'BLVD AND WASHINGTON PARK BLVD, SET ON THE TOP OF THE NORTH END
 JC0024'OF THE EAST ABUTMENT FOR A 30 FOOT CONCRETE BRIDGE OVER
 JC0024'SCHOENBERGER CREEK, 9.5 FEET NORTH OF THE NORTH CURB OF FOREST
 JC0024'BLVD AND ABOUT LEVEL WITH THE BLVD.  SEC 9, T 2N, R 9W.
 JC0024
 JC0024                          STATION RECOVERY (2005)
 JC0024
 JC0024'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (NRB)
 JC0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0678 ***********************************************************************
 HB0678  DESIGNATION -  H 148
 HB0678  PID         -  HB0678
 HB0678  STATE/COUNTY-  IL/JACKSON
 HB0678  USGS QUAD   -  GORHAM (1994)
 HB0678
 HB0678                         *CURRENT SURVEY CONTROL
 HB0678  ___________________________________________________________________
 HB0678* NAD 83(1986)-  37 42 39.     (N)    089 28 44.     (W)     SCALED    
 HB0678* NAVD 88     -       110.933  (meters)     363.95   (feet)  ADJUSTED  
 HB0678  ___________________________________________________________________
 HB0678  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HB0678  DYNAMIC HT  -         110.855 (meters)     363.70  (feet)  COMP
 HB0678  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 HB0678
 HB0678  VERT ORDER  -  FIRST     CLASS II
 HB0678
 HB0678.The horizontal coordinates were scaled from a topographic map and have
 HB0678.an estimated accuracy of +/- 6 seconds.
 HB0678
 HB0678.The orthometric height was determined by differential leveling
 HB0678.and adjusted by the National Geodetic Survey in June 1991..
 HB0678
 HB0678.The geoid height was determined by GEOID03.
 HB0678
 HB0678.The dynamic height is computed by dividing the NAVD 88
 HB0678.geopotential number by the normal gravity value computed on the
 HB0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0678.degrees latitude (g = 980.6199 gals.).
 HB0678
 HB0678.The modeled gravity was interpolated from observed gravity values.
 HB0678
 HB0678;                    North         East    Units  Estimated Accuracy
 HB0678;SPC IL W     -   116,100.      760,640.      MT  (+/- 180 meters Scaled)
 HB0678
 HB0678                          SUPERSEDED SURVEY CONTROL
 HB0678
 HB0678  NGVD 29 (??/??/??)  110.847  (m)          363.67   (f) ADJUSTED    1 2
 HB0678
 HB0678.Superseded values are not recommended for survey control.
 HB0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0678.See file dsdata.txt to determine how the superseded data were derived.
 HB0678
 HB0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG814766(NAD 83)
 HB0678_MARKER: DB = BENCH MARK DISK
 HB0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0678_SP_SET: CULVERT
 HB0678_STAMPING: H 148 1949
 HB0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0678
 HB0678  HISTORY     - Date     Condition        Report By
 HB0678  HISTORY     - 1949     MONUMENTED       CGS
 HB0678  HISTORY     - 1976     GOOD             ILDT
 HB0678  HISTORY     - 1976     GOOD             ILDT
 HB0678  HISTORY     - 1976     GOOD             ILDT
 HB0678  HISTORY     - 1981     GOOD             NGS
 HB0678
 HB0678                          STATION DESCRIPTION
 HB0678
 HB0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0678'AT GORHAM.
 HB0678'AT GORHAM, ABOUT 0.7 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC
 HB0678'RAILROAD FROM THE STATION AT GORHAM, 162 YARDS SOUTHEAST AND ON
 HB0678'THE M.P.R.R. FROM ITS CROSSING OF THE ILLINOIS CENTRAL RAILROAD,
 HB0678'ABOUT 162 YARDS SOUTHEAST AND BY CONCRETE HIGHWAY CONNECTING
 HB0678'HIGHWAY 3 WITH GORHAM FOR ITS CROSSING OF ILLINOIS CENTRAL
 HB0678'RAILROAD, 49.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 15 FEET
 HB0678'NORTHEAST OF THE CENTER LINE OF HIGHWAY, SET IN THE TOP AND
 HB0678'CENTER OF THE NORTHEAST HEADWALL OF A 5 FOOT CONCRETE CULVERT
 HB0678'UNDER HIGHWAY AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 HB0678
 HB0678                          STATION RECOVERY (1976)
 HB0678
 HB0678'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0678'RECOVERED IN GOOD CONDITION.
 HB0678
 HB0678                          STATION RECOVERY (1976)
 HB0678
 HB0678'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0678'RECOVERED IN GOOD CONDITION.
 HB0678
 HB0678                          STATION RECOVERY (1976)
 HB0678
 HB0678'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0678'RECOVERED IN GOOD CONDITION.
 HB0678
 HB0678                          STATION RECOVERY (1981)
 HB0678
 HB0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0678'1.1 KILOMETERS (0.7 MILE) SOUTHEAST ALONG THE MAIN STREET FROM THE
 HB0678'POST OFFICE IN GORHAM TO THE MARK ON THE LEFT, IN TOP OF AND CENTERED
 HB0678'IN THE NORTHEAST HEADWALL OF A CULVERT UNDER THE ROAD, 15.0 METERS
 HB0678'(49.2 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC
 HB0678'RAILROAD, 4.57 METERS (15.0 FEET) NORTHEAST OF THE CENTER LINE OF THE
 HB0678'ROAD.
 HB0678'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0635 ***********************************************************************
 HB0635  DESIGNATION -  H 149
 HB0635  PID         -  HB0635
 HB0635  STATE/COUNTY-  IL/JACKSON
 HB0635  USGS QUAD   -  CARBONDALE (1996)
 HB0635
 HB0635                         *CURRENT SURVEY CONTROL
 HB0635  ___________________________________________________________________
 HB0635* NAD 83(1986)-  37 44 40.     (N)    089 13 06.     (W)     SCALED    
 HB0635* NAVD 88     -       119.090  (meters)     390.71   (feet)  ADJUSTED  
 HB0635  ___________________________________________________________________
 HB0635  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HB0635  DYNAMIC HT  -         119.008 (meters)     390.45  (feet)  COMP
 HB0635  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 HB0635
 HB0635  VERT ORDER  -  FIRST     CLASS I
 HB0635
 HB0635.The horizontal coordinates were scaled from a topographic map and have
 HB0635.an estimated accuracy of +/- 6 seconds.
 HB0635
 HB0635.The orthometric height was determined by differential leveling
 HB0635.and adjusted by the National Geodetic Survey in June 1991..
 HB0635
 HB0635.The geoid height was determined by GEOID03.
 HB0635
 HB0635.The dynamic height is computed by dividing the NAVD 88
 HB0635.geopotential number by the normal gravity value computed on the
 HB0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0635.degrees latitude (g = 980.6199 gals.).
 HB0635
 HB0635.The modeled gravity was interpolated from observed gravity values.
 HB0635
 HB0635;                    North         East    Units  Estimated Accuracy
 HB0635;SPC IL W     -   120,030.      783,580.      MT  (+/- 180 meters Scaled)
 HB0635
 HB0635                          SUPERSEDED SURVEY CONTROL
 HB0635
 HB0635  NGVD 29 (??/??/??)  119.175  (m)          390.99   (f) ADJUSTED    1 1
 HB0635
 HB0635.Superseded values are not recommended for survey control.
 HB0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0635.See file dsdata.txt to determine how the superseded data were derived.
 HB0635
 HB0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG045797(NAD 83)
 HB0635_MARKER: DB = BENCH MARK DISK
 HB0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0635_STAMPING: H 149 1949
 HB0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0635+STABILITY: SURFACE MOTION
 HB0635
 HB0635  HISTORY     - Date     Condition        Report By
 HB0635  HISTORY     - 1949     MONUMENTED       CGS
 HB0635  HISTORY     - 1969     GOOD             CGS
 HB0635  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 HB0635
 HB0635                          STATION DESCRIPTION
 HB0635
 HB0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0635'1.2 MI N FROM CARBONDALE.
 HB0635'ABOUT 1.2 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0635'FROM THE STATION AT CARBONDALE, 0.1 MILE NORTH OF MILEPOST 307,
 HB0635'68 FEET WEST OF THE WEST RAIL OF THE WEST SET OF MAIN TRACKS,
 HB0635'54 1/2 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY TRACK,
 HB0635'37 1/2 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 51, 52 FEET
 HB0635'SOUTHWEST OF THE SOUTHEAST CORNER OF A BUILDINGS WHICH IS
 HB0635'USED BY THE RAILROAD, 21 FEET NORTHEAST OF A TELEPHONE POLE,
 HB0635'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 HB0635'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 HB0635'OF THE GROUND.  SEC 9, T 9S, R 1W.  NOTE-- THE MARK IS IN A
 HB0635'POSITION WHERE CARS RUN OVER IT BUT IT APPEARS TO BE SOLID.
 HB0635
 HB0635                          STATION RECOVERY (1977)
 HB0635
 HB0635'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HB0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0399 ***********************************************************************
 LD0399  CBN         -  This is a Cooperative Base Network Control Station.
 LD0399  DESIGNATION -  H 15
 LD0399  PID         -  LD0399
 LD0399  STATE/COUNTY-  IL/BROWN
 LD0399  USGS QUAD   -  CLAYTON (1981)
 LD0399
 LD0399                         *CURRENT SURVEY CONTROL
 LD0399  ___________________________________________________________________
 LD0399* NAD 83(1997)-  40 01 16.03060(N)    090 54 28.88409(W)     ADJUSTED  
 LD0399* NAVD 88     -       226.658  (meters)     743.63   (feet)  ADJUSTED  
 LD0399  ___________________________________________________________________
 LD0399  X           -     -77,514.831 (meters)                     COMP
 LD0399  Y           -  -4,890,734.128 (meters)                     COMP
 LD0399  Z           -   4,079,906.331 (meters)                     COMP
 LD0399  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 LD0399  ELLIP HEIGHT-         193.84  (meters)          (10/15/04) GPS OBS
 LD0399  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LD0399  DYNAMIC HT  -         226.538 (meters)     743.23  (feet)  COMP
 LD0399  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 LD0399
 LD0399  HORZ ORDER  -  B
 LD0399  VERT ORDER  -  FIRST     CLASS II
 LD0399  ELLP ORDER  -  FOURTH    CLASS II
 LD0399
 LD0399.The horizontal coordinates were established by GPS observations
 LD0399.and adjusted by the National Geodetic Survey in July 1998..
 LD0399
 LD0399.The orthometric height was determined by differential leveling
 LD0399.and adjusted by the National Geodetic Survey in June 1991..
 LD0399
 LD0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0399
 LD0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0399
 LD0399.The ellipsoidal height was determined by GPS observations
 LD0399.and is referenced to NAD 83.
 LD0399
 LD0399.The geoid height was determined by GEOID03.
 LD0399
 LD0399.The dynamic height is computed by dividing the NAVD 88
 LD0399.geopotential number by the normal gravity value computed on the
 LD0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0399.degrees latitude (g = 980.6199 gals.).
 LD0399
 LD0399.The modeled gravity was interpolated from observed gravity values.
 LD0399
 LD0399;                    North         East     Units Scale Factor Converg.
 LD0399;SPC IL W     -   372,595.967   636,715.614   MT  0.99999046   -0 28 36.3
 LD0399;SPC IL W     - 1,222,425.27  2,088,957.81   sFT  0.99999046   -0 28 36.3
 LD0399;UTM  15      - 4,432,197.629   678,522.415   MT  0.99999235   +1 20 44.3
 LD0399
 LD0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0399!SPC IL W     -   0.99996959  x   0.99999046  =   0.99996005
 LD0399!UTM  15      -   0.99996959  x   0.99999235  =   0.99996194
 LD0399
 LD0399                          SUPERSEDED SURVEY CONTROL
 LD0399
 LD0399  ELLIP H (07/17/98)  193.89   (m)                       GP(       ) 4 1
 LD0399  NAVD 88 (07/17/98)  226.66   (m)          743.6    (f) LEVELING    3  
 LD0399  NGVD 29 (??/??/92)  226.736  (m)          743.88   (f) ADJ UNCH    1 2
 LD0399
 LD0399.Superseded values are not recommended for survey control.
 LD0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0399.See file dsdata.txt to determine how the superseded data were derived.
 LD0399
 LD0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE7852232198(NAD 83)
 LD0399_MARKER: DB = BENCH MARK DISK
 LD0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0399_STAMPING: H 14 1933
 LD0399_MARK LOGO: CGS   
 LD0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0399+STABILITY: SURFACE MOTION
 LD0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0399+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 LD0399
 LD0399  HISTORY     - Date     Condition        Report By
 LD0399  HISTORY     - 1933     MONUMENTED       CGS
 LD0399  HISTORY     - 19970423 GOOD             NGS
 LD0399  HISTORY     - 19980716 GOOD             NGS
 LD0399  HISTORY     - 20020911 GOOD             ILDT
 LD0399
 LD0399                          STATION DESCRIPTION
 LD0399
 LD0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LD0399'2.2 MI NW FROM TIMEWELL.
 LD0399'2.2 MILES NORTHWEST ALONG THE WABASH RAILWAY FROM TIMEWELL, BROWN
 LD0399'COUNTY, 10 POLES NORTHWEST OF MILEPOST DET 496, 50 FEET WEST
 LD0399'OF A GRADE CROSSING, 30 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LD0399'AND 55 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24.  A STANDARD
 LD0399'DISK, ERRONEOUSLY STAMPED H 14 1933 AND SET IN THE TOP OF A
 LD0399'CONCRETE POST.
 LD0399
 LD0399                          STATION RECOVERY (1997)
 LD0399
 LD0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LD0399'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST-SOUTHEAST OF
 LD0399'CLAYTON.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND
 LD0399'AUGUSTA ROAD (COUNTY ROAD 2903E) ON THE SOUTHEAST SIDE OF CLAYTON, GO
 LD0399'EAST ON HIGHWAY 24 FOR 2.0 MI (3.2 KM) TO THE BROWN/ADAMS COUNTY LINE,
 LD0399'CONTINUE ON HIGHWAY 24 FOR 0.5 MI (0.8 KM) TO AN OFFSET GRAVEL
 LD0399'CROSSROAD AND THE STATION ON THE LEFT IN THE NORTHWEST ANGLE, 24.8 M
 LD0399'(81.4 FT) NORTHEAST OF THE CENTER OF HIGHWAY 24, 18.8 M (61.7 FT) WEST
 LD0399'OF GRAVEL ROAD NORTH, 30.6 M (100.4 FT) NORTH-NORTHWEST OF THE
 LD0399'NORTHWEST END OF NORTHERNMOST OF TWO METAL CULVERT PIPES, 18.0 M (59.1
 LD0399'FT) EAST OF A POWER POLE, AND 0.6 M (2.0 FT) SOUTH OF A FIBERGLASS
 LD0399'WITNESS POST.  NOTE--THE DISK IS ERRONEOUSLY STAMPED H 14 1933.
 LD0399
 LD0399                          STATION RECOVERY (1998)
 LD0399
 LD0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GW)
 LD0399'RECOVERRED AS DESCRIBED
 LD0399'
 LD0399
 LD0399                          STATION RECOVERY (2002)
 LD0399
 LD0399'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (TA)
 LD0399'RECOVERED AS DESCRIBED
 LD0399' 
 LD0399'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0790 ***********************************************************************
 HB0790  DESIGNATION -  H 150
 HB0790  PID         -  HB0790
 HB0790  STATE/COUNTY-  IL/UNION
 HB0790  USGS QUAD   -  ANNA (1978)
 HB0790
 HB0790                         *CURRENT SURVEY CONTROL
 HB0790  ___________________________________________________________________
 HB0790* NAD 83(1986)-  37 26 20.     (N)    089 13 29.     (W)     SCALED    
 HB0790* NAVD 88     -       174.857  (meters)     573.68   (feet)  ADJUSTED  
 HB0790  ___________________________________________________________________
 HB0790  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HB0790  DYNAMIC HT  -         174.731 (meters)     573.26  (feet)  COMP
 HB0790  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 HB0790
 HB0790  VERT ORDER  -  FIRST     CLASS I
 HB0790
 HB0790.The horizontal coordinates were scaled from a topographic map and have
 HB0790.an estimated accuracy of +/- 6 seconds.
 HB0790
 HB0790.The orthometric height was determined by differential leveling
 HB0790.and adjusted by the National Geodetic Survey in June 1991..
 HB0790.WARNING-Repeat measurements at this control monument indicate possible
 HB0790.vertical movement.
 HB0790
 HB0790.The geoid height was determined by GEOID03.
 HB0790
 HB0790.The dynamic height is computed by dividing the NAVD 88
 HB0790.geopotential number by the normal gravity value computed on the
 HB0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0790.degrees latitude (g = 980.6199 gals.).
 HB0790
 HB0790.The modeled gravity was interpolated from observed gravity values.
 HB0790
 HB0790;                    North         East    Units  Estimated Accuracy
 HB0790;SPC IL W     -    86,110.      783,360.      MT  (+/- 180 meters Scaled)
 HB0790
 HB0790                          SUPERSEDED SURVEY CONTROL
 HB0790
 HB0790  NGVD 29 (??/??/??)  174.858  (m)          573.68   (f) ADJUSTED    1 1
 HB0790
 HB0790.Superseded values are not recommended for survey control.
 HB0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0790.See file dsdata.txt to determine how the superseded data were derived.
 HB0790
 HB0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG031458(NAD 83)
 HB0790_MARKER: DB = BENCH MARK DISK
 HB0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0790_SP_SET: ABUTMENT
 HB0790_STAMPING: H 150 1949
 HB0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0790+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 HB0790
 HB0790  HISTORY     - Date     Condition        Report By
 HB0790  HISTORY     - 1949     MONUMENTED       CGS
 HB0790  HISTORY     - 1969     GOOD             CGS
 HB0790  HISTORY     - 1976     GOOD             ILDT
 HB0790  HISTORY     - 1976     GOOD             ILDT
 HB0790  HISTORY     - 1976     GOOD             ILDT
 HB0790  HISTORY     - 20020828 GOOD             USACE
 HB0790
 HB0790                          STATION DESCRIPTION
 HB0790
 HB0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0790'2.1 MI SE FROM ANNA.
 HB0790'ABOUT 2.1 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0790'FROM THE STATION AT ANNA, 0.2 MILE NORTHWEST OF MILEPOST 331, 33
 HB0790'FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 HB0790'PAVED ROAD, 30 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 HB0790'NORTHEAST TRACK, 9 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 HB0790'SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 HB0790'ABUTMENT OF A 24-FOOT WOODEN DECK BRIDGE ON THE PAVED ROAD, ABOUT
 HB0790'LEVEL WITH THE ROAD, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 HB0790'SEC 28, T12S, R1W
 HB0790
 HB0790                          STATION RECOVERY (1976)
 HB0790
 HB0790'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0790'RECOVERED IN GOOD CONDITION.
 HB0790
 HB0790                          STATION RECOVERY (1976)
 HB0790
 HB0790'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0790'RECOVERED IN GOOD CONDITION.
 HB0790
 HB0790                          STATION RECOVERY (1976)
 HB0790
 HB0790'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0790'RECOVERED IN GOOD CONDITION.
 HB0790
 HB0790                          STATION RECOVERY (2002)
 HB0790
 HB0790'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1347 ***********************************************************************
 JB1347  DESIGNATION -  H 151
 JB1347  PID         -  JB1347
 JB1347  STATE/COUNTY-  IL/ST CLAIR
 JB1347  USGS QUAD   -  LEBANON (1991)
 JB1347
 JB1347                         *CURRENT SURVEY CONTROL
 JB1347  ___________________________________________________________________
 JB1347* NAD 83(1986)-  38 35 28.     (N)    089 50 05.     (W)     SCALED    
 JB1347* NAVD 88     -       137.777  (meters)     452.02   (feet)  ADJUSTED  
 JB1347  ___________________________________________________________________
 JB1347  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JB1347  DYNAMIC HT  -         137.691 (meters)     451.74  (feet)  COMP
 JB1347  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 JB1347
 JB1347  VERT ORDER  -  FIRST     CLASS I
 JB1347
 JB1347.The horizontal coordinates were scaled from a topographic map and have
 JB1347.an estimated accuracy of +/- 6 seconds.
 JB1347
 JB1347.The orthometric height was determined by differential leveling
 JB1347.and adjusted by the National Geodetic Survey in June 1991..
 JB1347.WARNING-Repeat measurements at this control monument indicate possible
 JB1347.vertical movement.
 JB1347
 JB1347.The geoid height was determined by GEOID03.
 JB1347
 JB1347.The dynamic height is computed by dividing the NAVD 88
 JB1347.geopotential number by the normal gravity value computed on the
 JB1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1347.degrees latitude (g = 980.6199 gals.).
 JB1347
 JB1347.The modeled gravity was interpolated from observed gravity values.
 JB1347
 JB1347;                    North         East    Units  Estimated Accuracy
 JB1347;SPC IL W     -   213,630.      728,920.      MT  (+/- 180 meters Scaled)
 JB1347
 JB1347                          SUPERSEDED SURVEY CONTROL
 JB1347
 JB1347  NGVD 29 (??/??/92)  137.893  (m)          452.40   (f) ADJ UNCH    1 1
 JB1347
 JB1347.Superseded values are not recommended for survey control.
 JB1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1347.See file dsdata.txt to determine how the superseded data were derived.
 JB1347
 JB1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH531752(NAD 83)
 JB1347_MARKER: DB = BENCH MARK DISK
 JB1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1347_SP_SET: BRIDGE
 JB1347_STAMPING: H 151 1949
 JB1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1347
 JB1347  HISTORY     - Date     Condition        Report By
 JB1347  HISTORY     - 1949     MONUMENTED       CGS
 JB1347  HISTORY     - 1969     GOOD             NGS
 JB1347
 JB1347                          STATION DESCRIPTION
 JB1347
 JB1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1347'1.4 MI W FROM LEBANON.
 JB1347'ABOUT 1.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1347'THE CROSSING OF STATE HIGHWAY 4 AT LEBANON, NEAR MILEPOLE
 JB1347'316-7, SET ON THE TOP OF THE NORTH END OF THE WEST ABUTMENT FOR
 JB1347'THE RAILROAD BRIDGE OVER SILVER CREEK DRAINAGE DITCH, 4.2 FEET
 JB1347'NORTH OF THE NORTH RAIL, 0.9 FOOT SOUTH OF THE NORTH END OF THE
 JB1347'ABUTMENT AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 25, T 2 N,
 JB1347'R 7 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1309 ***********************************************************************
 JB1309  DESIGNATION -  H 152
 JB1309  PID         -  JB1309
 JB1309  STATE/COUNTY-  IL/CLINTON
 JB1309  USGS QUAD   -  BREESE (1981)
 JB1309
 JB1309                         *CURRENT SURVEY CONTROL
 JB1309  ___________________________________________________________________
 JB1309* NAD 83(1986)-  38 36 26.     (N)    089 31 26.     (W)     SCALED    
 JB1309* NAVD 88     -       137.775  (meters)     452.02   (feet)  ADJUSTED  
 JB1309  ___________________________________________________________________
 JB1309  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JB1309  DYNAMIC HT  -         137.689 (meters)     451.73  (feet)  COMP
 JB1309  MODELED GRAV-     979,998.7   (mgal)                       NAVD 88
 JB1309
 JB1309  VERT ORDER  -  FIRST     CLASS I
 JB1309
 JB1309.The horizontal coordinates were scaled from a topographic map and have
 JB1309.an estimated accuracy of +/- 6 seconds.
 JB1309
 JB1309.The orthometric height was determined by differential leveling
 JB1309.and adjusted by the National Geodetic Survey in June 1991..
 JB1309
 JB1309.The geoid height was determined by GEOID03.
 JB1309
 JB1309.The dynamic height is computed by dividing the NAVD 88
 JB1309.geopotential number by the normal gravity value computed on the
 JB1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1309.degrees latitude (g = 980.6199 gals.).
 JB1309
 JB1309.The modeled gravity was interpolated from observed gravity values.
 JB1309
 JB1309;                    North         East    Units  Estimated Accuracy
 JB1309;SPC IL W     -   215,570.      755,990.      MT  (+/- 180 meters Scaled)
 JB1309
 JB1309                          SUPERSEDED SURVEY CONTROL
 JB1309
 JB1309  NGVD 29 (??/??/92)  137.890  (m)          452.39   (f) ADJ UNCH    1 1
 JB1309
 JB1309.Superseded values are not recommended for survey control.
 JB1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1309.See file dsdata.txt to determine how the superseded data were derived.
 JB1309
 JB1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH802762(NAD 83)
 JB1309_MARKER: DB = BENCH MARK DISK
 JB1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1309_SP_SET: WATER TANK CONCRETE BASE
 JB1309_STAMPING: H 152 1949
 JB1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1309
 JB1309  HISTORY     - Date     Condition        Report By
 JB1309  HISTORY     - 1949     MONUMENTED       CGS
 JB1309  HISTORY     - 1969     GOOD             NGS
 JB1309
 JB1309                          STATION DESCRIPTION
 JB1309
 JB1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1309'AT BREEZE.
 JB1309'AT BREEZE, ABOUT 0.2 MILE EAST ALONG THE BALTIMORE AND OHIO
 JB1309'RAILROAD FROM THE STATION, NEAR MILEPOLE 299-8, AT THE INTERSECTION
 JB1309'OF N STREET AND NORTH ELM STREET, ABOUT 68 YARDS NORTH OF THE
 JB1309'TRACK, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE BASE
 JB1309'FOR THE NORTHWEST LEG OF THE CITY WATER TANK, 81 FEET SOUTH OF
 JB1309'THE CENTER LINE OF N STREET AND ABOUT LEVEL WITH THE TRACK.  SEC
 JB1309'22, T2N, R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0048 ***********************************************************************
 JB0048  DESIGNATION -  H 153
 JB0048  PID         -  JB0048
 JB0048  STATE/COUNTY-  IL/RICHLAND
 JB0048  USGS QUAD   -  NOBLE (1971)
 JB0048
 JB0048                         *CURRENT SURVEY CONTROL
 JB0048  ___________________________________________________________________
 JB0048* NAD 83(1986)-  38 42 57.     (N)    088 07 53.     (W)     SCALED    
 JB0048* NAVD 88     -       134.141  (meters)     440.09   (feet)  ADJUSTED  
 JB0048  ___________________________________________________________________
 JB0048  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JB0048  DYNAMIC HT  -         134.059 (meters)     439.83  (feet)  COMP
 JB0048  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 JB0048
 JB0048  VERT ORDER  -  FIRST     CLASS II
 JB0048
 JB0048.The horizontal coordinates were scaled from a topographic map and have
 JB0048.an estimated accuracy of +/- 6 seconds.
 JB0048
 JB0048.The orthometric height was determined by differential leveling
 JB0048.and adjusted by the National Geodetic Survey in June 1991..
 JB0048
 JB0048.The geoid height was determined by GEOID03.
 JB0048
 JB0048.The dynamic height is computed by dividing the NAVD 88
 JB0048.geopotential number by the normal gravity value computed on the
 JB0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0048.degrees latitude (g = 980.6199 gals.).
 JB0048
 JB0048.The modeled gravity was interpolated from observed gravity values.
 JB0048
 JB0048;                    North         East    Units  Estimated Accuracy
 JB0048;SPC IL E     -   227,450.      317,560.      MT  (+/- 180 meters Scaled)
 JB0048
 JB0048                          SUPERSEDED SURVEY CONTROL
 JB0048
 JB0048  NGVD 29 (??/??/92)  134.246  (m)          440.44   (f) ADJ UNCH    1 2
 JB0048
 JB0048.Superseded values are not recommended for survey control.
 JB0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0048.See file dsdata.txt to determine how the superseded data were derived.
 JB0048
 JB0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH016858(NAD 83)
 JB0048_MARKER: DB = BENCH MARK DISK
 JB0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0048_STAMPING: H 153 1949
 JB0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0048+STABILITY: SURFACE MOTION
 JB0048
 JB0048  HISTORY     - Date     Condition        Report By
 JB0048  HISTORY     - 1949     MONUMENTED       CGS
 JB0048  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0048
 JB0048                          STATION DESCRIPTION
 JB0048
 JB0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0048'2.6 MI W FROM OLNEY.
 JB0048'2.55 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0048'STATION AT OLNEY, ABOUT 0.2 MILE EAST OF MILE POST C 223, IN THE
 JB0048'NORTHWEST QUARTER OF A ROAD CROSSING, 39 FEET NORTH OF THE NORTH
 JB0048'RAIL, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 28 FEET
 JB0048'NORTH-NORTHWEST OF A CROSSING SIGN, 22 FEET SOUTHWEST OF A POWER
 JB0048'LINE POLE, 11 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF THE
 JB0048'R/W FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 JB0048'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JB0048'CONCRETE POST PROJECTING 3 INCHES.
 JB0048
 JB0048                          STATION RECOVERY (1986)
 JB0048
 JB0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0872 ***********************************************************************
 JB0872  DESIGNATION -  H 154
 JB0872  PID         -  JB0872
 JB0872  STATE/COUNTY-  IL/CLINTON
 JB0872  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0872
 JB0872                         *CURRENT SURVEY CONTROL
 JB0872  ___________________________________________________________________
 JB0872* NAD 83(1986)-  38 36 32.     (N)    089 11 45.     (W)     SCALED    
 JB0872* NAVD 88     -       142.831  (meters)     468.60   (feet)  ADJUSTED  
 JB0872  ___________________________________________________________________
 JB0872  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0872  DYNAMIC HT  -         142.740 (meters)     468.31  (feet)  COMP
 JB0872  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 JB0872
 JB0872  VERT ORDER  -  FIRST     CLASS I
 JB0872
 JB0872.The horizontal coordinates were scaled from a topographic map and have
 JB0872.an estimated accuracy of +/- 6 seconds.
 JB0872
 JB0872.The orthometric height was determined by differential leveling
 JB0872.and adjusted by the National Geodetic Survey in June 1991..
 JB0872
 JB0872.The geoid height was determined by GEOID03.
 JB0872
 JB0872.The dynamic height is computed by dividing the NAVD 88
 JB0872.geopotential number by the normal gravity value computed on the
 JB0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0872.degrees latitude (g = 980.6199 gals.).
 JB0872
 JB0872.The modeled gravity was interpolated from observed gravity values.
 JB0872
 JB0872;                    North         East    Units  Estimated Accuracy
 JB0872;SPC IL W     -   216,000.      784,560.      MT  (+/- 180 meters Scaled)
 JB0872
 JB0872                          SUPERSEDED SURVEY CONTROL
 JB0872
 JB0872  NGVD 29 (??/??/92)  142.961  (m)          469.03   (f) ADJ UNCH    1 1
 JB0872
 JB0872.Superseded values are not recommended for survey control.
 JB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0872.See file dsdata.txt to determine how the superseded data were derived.
 JB0872
 JB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH088756(NAD 83)
 JB0872_MARKER: DB = BENCH MARK DISK
 JB0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0872_SP_SET: BRIDGE
 JB0872_STAMPING: H 154 1949
 JB0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0872
 JB0872  HISTORY     - Date     Condition        Report By
 JB0872  HISTORY     - 1949     MONUMENTED       CGS
 JB0872  HISTORY     - 1969     GOOD             NGS
 JB0872
 JB0872                          STATION DESCRIPTION
 JB0872
 JB0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0872'4.2 MI W FROM SANDOVAL.
 JB0872'ABOUT 4.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0872'THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT SANDOVAL, ABOUT
 JB0872'0.1 MILE WEST OF THE BALTIMORE AND OHIO STATION AT SHATTUC, AT
 JB0872'SHATTUC, NEAR MILEPOST 281-16, 78 FEET EAST OF THE CROSSING OF
 JB0872'SHATTUC ROAD, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 JB0872'GUARD RAIL FOR A 125-FOOT LONG BRIDGE OVER LOST CREEK, 4 FEET
 JB0872'SOUTH OF THE SOUTH RAIL, 1 FOOT EAST OF THE WEST END OF THE
 JB0872'GUARD RAIL AND ABOUT LEVEL WITH THE TRACK.  SEC 15, T2N, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0619 ***********************************************************************
 JB0619  DESIGNATION -  H 155
 JB0619  PID         -  JB0619
 JB0619  STATE/COUNTY-  IL/MARION
 JB0619  USGS QUAD   -  SALEM SOUTH (1978)
 JB0619
 JB0619                         *CURRENT SURVEY CONTROL
 JB0619  ___________________________________________________________________
 JB0619* NAD 83(1986)-  38 37 16.     (N)    088 58 34.     (W)     SCALED    
 JB0619* NAVD 88     -       166.298  (meters)     545.60   (feet)  ADJUSTED  
 JB0619  ___________________________________________________________________
 JB0619  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JB0619  DYNAMIC HT  -         166.193 (meters)     545.25  (feet)  COMP
 JB0619  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 JB0619
 JB0619  VERT ORDER  -  FIRST     CLASS II
 JB0619
 JB0619.The horizontal coordinates were scaled from a topographic map and have
 JB0619.an estimated accuracy of +/- 6 seconds.
 JB0619
 JB0619.The orthometric height was determined by differential leveling
 JB0619.and adjusted by the National Geodetic Survey in June 1991..
 JB0619
 JB0619.The geoid height was determined by GEOID03.
 JB0619
 JB0619.The dynamic height is computed by dividing the NAVD 88
 JB0619.geopotential number by the normal gravity value computed on the
 JB0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0619.degrees latitude (g = 980.6199 gals.).
 JB0619
 JB0619.The modeled gravity was interpolated from observed gravity values.
 JB0619
 JB0619;                    North         East    Units  Estimated Accuracy
 JB0619;SPC IL E     -   217,110.      244,020.      MT  (+/- 180 meters Scaled)
 JB0619
 JB0619                          SUPERSEDED SURVEY CONTROL
 JB0619
 JB0619  NGVD 29 (??/??/92)  166.408  (m)          545.96   (f) ADJ UNCH    1 2
 JB0619
 JB0619.Superseded values are not recommended for survey control.
 JB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0619.See file dsdata.txt to determine how the superseded data were derived.
 JB0619
 JB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH279765(NAD 83)
 JB0619_MARKER: DB = BENCH MARK DISK
 JB0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0619_SP_SET: CONCRETE POST
 JB0619_STAMPING: H 155 1949
 JB0619_MARK LOGO: CGS   
 JB0619_PROJECTION: FLUSH
 JB0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0619+STABILITY: SURFACE MOTION
 JB0619
 JB0619  HISTORY     - Date     Condition        Report By
 JB0619  HISTORY     - 1949     MONUMENTED       CGS
 JB0619  HISTORY     - 1986     GOOD             NGS
 JB0619
 JB0619                          STATION DESCRIPTION
 JB0619
 JB0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0619'1.6 MI W FROM SALEM.
 JB0619'ABOUT 1.65 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JB0619'FROM THE STATION AT SALEM, AT A ROAD CROSSING, 60 FEET NORTHEAST
 JB0619'OF THE CENTER OF THE CROSSING, 42.5 FEET NORTH OF THE NORTH RAIL,
 JB0619'38 FEET EAST OF THE CENTER LINE OF THE ROAD, 37 FEET
 JB0619'EAST-NORTHEAST OF THE EAST END OF A 16-INCH PIPE CULVERT UNDER
 JB0619'THE ROAD, 21 FEET EAST-SOUTHEAST OF TELEPHONE POLE 4, AT TELEPHONE
 JB0619'POLE 269/16, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 JB0619'3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JB0619'CONCRETE POST PROJECTING 3 INCHES.
 JB0619
 JB0619                          STATION RECOVERY (1986)
 JB0619
 JB0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0619'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.7 KM (1.7
 JB0619'MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN SALEM,
 JB0619'THENCE 0.3 KM (0.2 MI) SOUTH ALONG COUNTY ROAD 900 E, 12.9 M (42.3 FT)
 JB0619'NORTH OF THE NEAR RAIL OF THE CHESSIE SYSTEM RAILROAD, AND 11.6 M
 JB0619'(38.1 FT) EAST OF THE CENTER OF THE ROAD.
 JB0619'THE MARK IS 0.4 METERS  NNE FROM  A WITNESS POST
 JB0619'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0605 ***********************************************************************
 JB0605  DESIGNATION -  H 156
 JB0605  PID         -  JB0605
 JB0605  STATE/COUNTY-  IL/MARION
 JB0605  USGS QUAD   -  IUKA (1965)
 JB0605
 JB0605                         *CURRENT SURVEY CONTROL
 JB0605  ___________________________________________________________________
 JB0605* NAD 83(1986)-  38 37 08.     (N)    088 51 50.     (W)     SCALED    
 JB0605* NAVD 88     -       158.949  (meters)     521.49   (feet)  ADJUSTED  
 JB0605  ___________________________________________________________________
 JB0605  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JB0605  DYNAMIC HT  -         158.847 (meters)     521.15  (feet)  COMP
 JB0605  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 JB0605
 JB0605  VERT ORDER  -  FIRST     CLASS II
 JB0605
 JB0605.The horizontal coordinates were scaled from a topographic map and have
 JB0605.an estimated accuracy of +/- 6 seconds.
 JB0605
 JB0605.The orthometric height was determined by differential leveling
 JB0605.and adjusted by the National Geodetic Survey in June 1991..
 JB0605.WARNING-Repeat measurements at this control monument indicate possible
 JB0605.vertical movement.
 JB0605
 JB0605.The geoid height was determined by GEOID03.
 JB0605
 JB0605.The dynamic height is computed by dividing the NAVD 88
 JB0605.geopotential number by the normal gravity value computed on the
 JB0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0605.degrees latitude (g = 980.6199 gals.).
 JB0605
 JB0605.The modeled gravity was interpolated from observed gravity values.
 JB0605
 JB0605;                    North         East    Units  Estimated Accuracy
 JB0605;SPC IL E     -   216,810.      253,800.      MT  (+/- 180 meters Scaled)
 JB0605
 JB0605                          SUPERSEDED SURVEY CONTROL
 JB0605
 JB0605  NGVD 29 (??/??/92)  159.064  (m)          521.86   (f) ADJ UNCH    1 2
 JB0605
 JB0605.Superseded values are not recommended for survey control.
 JB0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0605.See file dsdata.txt to determine how the superseded data were derived.
 JB0605
 JB0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH377761(NAD 83)
 JB0605_MARKER: DB = BENCH MARK DISK
 JB0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0605_SP_SET: CONCRETE POST
 JB0605_STAMPING: H 156 1949
 JB0605_MARK LOGO: CGS   
 JB0605_PROJECTION: FLUSH
 JB0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0605+STABILITY: SURFACE MOTION
 JB0605
 JB0605  HISTORY     - Date     Condition        Report By
 JB0605  HISTORY     - 1949     MONUMENTED       CGS
 JB0605  HISTORY     - 1986     GOOD             NGS
 JB0605
 JB0605                          STATION DESCRIPTION
 JB0605
 JB0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0605'4.5 MI E FROM SALEM.
 JB0605'ABOUT 4.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0605'THE STATION AT SALEM, ABOUT 0.35 MILE WEST OF MILE POST C 263, ABOUT
 JB0605'0.25 MILE WEST OF A ROAD CROSSING, AT A T FENCE CORNER AND IN
 JB0605'LINE WITH THE FENCE SOUTH, 48 FEET SOUTH OF THE SOUTH RAIL, 18
 JB0605'FEET SOUTHWEST OF MILE POLE 263/13, 3 FEET NORTH OF THE R/W FENCE
 JB0605'AND THE T FENCE CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS
 JB0605'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 JB0605'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0605
 JB0605                          STATION RECOVERY (1986)
 JB0605
 JB0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0605'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.5 KM
 JB0605'(4.65 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE IN SALEM,
 JB0605'THENCE 1.0 KM (0.6 MI) SOUTH ALONG COUNTY ROAD 1525 E, THENCE 0.4 KM
 JB0605'(0.25 MI) WEST ALONG THE CHESSIE SYSTEM RAILROAD, 100.0 M (328.1 FT)
 JB0605'NORTH OF A LARGE LONE TREE IN A FIELD, 14.6 M (47.9 FT) SOUTH OF THE
 JB0605'NEAR RAIL, AND 5.5 M (18.0 FT) SOUTHWEST OF UTILITY POLE NUMBER E40.
 JB0605'THE MARK IS 1.1 METERS  N FROM  A WITNESS POST AND FENCE
 JB0605'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0820 ***********************************************************************
 HB0820  DESIGNATION -  H 157
 HB0820  PID         -  HB0820
 HB0820  STATE/COUNTY-  IL/PULASKI
 HB0820  USGS QUAD   -  DONGOLA (1996)
 HB0820
 HB0820                         *CURRENT SURVEY CONTROL
 HB0820  ___________________________________________________________________
 HB0820* NAD 83(1986)-  37 16 23.     (N)    089 11 07.     (W)     SCALED    
 HB0820* NAVD 88     -       103.017  (meters)     337.98   (feet)  ADJUSTED  
 HB0820  ___________________________________________________________________
 HB0820  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB0820  DYNAMIC HT  -         102.944 (meters)     337.74  (feet)  COMP
 HB0820  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 HB0820
 HB0820  VERT ORDER  -  FIRST     CLASS I
 HB0820
 HB0820.The horizontal coordinates were scaled from a topographic map and have
 HB0820.an estimated accuracy of +/- 6 seconds.
 HB0820
 HB0820.The orthometric height was determined by differential leveling
 HB0820.and adjusted by the National Geodetic Survey in June 1991..
 HB0820
 HB0820.The geoid height was determined by GEOID03.
 HB0820
 HB0820.The dynamic height is computed by dividing the NAVD 88
 HB0820.geopotential number by the normal gravity value computed on the
 HB0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0820.degrees latitude (g = 980.6199 gals.).
 HB0820
 HB0820.The modeled gravity was interpolated from observed gravity values.
 HB0820
 HB0820;                    North         East    Units  Estimated Accuracy
 HB0820;SPC IL W     -    67,740.      787,040.      MT  (+/- 180 meters Scaled)
 HB0820
 HB0820                          SUPERSEDED SURVEY CONTROL
 HB0820
 HB0820  NGVD 29 (??/??/??)  102.969  (m)          337.82   (f) ADJUSTED    1 1
 HB0820
 HB0820.Superseded values are not recommended for survey control.
 HB0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0820.See file dsdata.txt to determine how the superseded data were derived.
 HB0820
 HB0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG062274(NAD 83)
 HB0820_MARKER: DB = BENCH MARK DISK
 HB0820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0820_SP_SET: BRIDGE
 HB0820_STAMPING: H 157 1954
 HB0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0820+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HB0820
 HB0820  HISTORY     - Date     Condition        Report By
 HB0820  HISTORY     - 1954     MONUMENTED       CGS
 HB0820  HISTORY     - 1969     GOOD             CGS
 HB0820  HISTORY     - 1976     GOOD             ILDT
 HB0820  HISTORY     - 1976     GOOD             ILDT
 HB0820  HISTORY     - 1976     GOOD             ILDT
 HB0820  HISTORY     - 20020827 GOOD             USACE
 HB0820
 HB0820                          STATION DESCRIPTION
 HB0820
 HB0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0820'0.2 MI S FROM ULLIN.
 HB0820'ABOUT 0.25 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0820'THE POST OFFICE AT ULLIN, 7 FEET EAST OF THE EAST RAIL OF THE
 HB0820'EAST TRACK, SET IN THE TOP OF THE SOUTH END OF THE SOUTHEAST
 HB0820'CONCRETE RETAINING WALL OF RAILROAD BRIDGE NUMBER 344.8, 16.2
 HB0820'FEET SOUTH OF THE SOUTH END OF THE EAST STEEL GIRDER ON THE
 HB0820'BRIDGE, AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 26, T14S,
 HB0820'R1W.
 HB0820
 HB0820                          STATION RECOVERY (1976)
 HB0820
 HB0820'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0820'RECOVERED IN GOOD CONDITION.
 HB0820
 HB0820                          STATION RECOVERY (1976)
 HB0820
 HB0820'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0820'RECOVERED IN GOOD CONDITION.
 HB0820
 HB0820                          STATION RECOVERY (1976)
 HB0820
 HB0820'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0820'RECOVERED IN GOOD CONDITION.
 HB0820
 HB0820                          STATION RECOVERY (2002)
 HB0820
 HB0820'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0657 ***********************************************************************
 HB0657  CBN         -  This is a Cooperative Base Network Control Station.
 HB0657  DESIGNATION -  H 158
 HB0657  PID         -  HB0657
 HB0657  STATE/COUNTY-  IL/JACKSON
 HB0657  USGS QUAD   -  MAKANDA (1996)
 HB0657
 HB0657                         *CURRENT SURVEY CONTROL
 HB0657  ___________________________________________________________________
 HB0657* NAD 83(1997)-  37 37 04.59780(N)    089 12 32.08669(W)     ADJUSTED  
 HB0657* NAVD 88     -       132.774  (meters)     435.61   (feet)  ADJUSTED  
 HB0657  ___________________________________________________________________
 HB0657  X           -      69,840.965 (meters)                     COMP
 HB0657  Y           -  -5,058,025.314 (meters)                     COMP
 HB0657  Z           -   3,872,004.608 (meters)                     COMP
 HB0657  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HB0657  ELLIP HEIGHT-         103.92  (meters)          (09/15/03) GPS OBS
 HB0657  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 HB0657  DYNAMIC HT  -         132.680 (meters)     435.30  (feet)  COMP
 HB0657  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 HB0657
 HB0657  HORZ ORDER  -  A
 HB0657  VERT ORDER  -  FIRST     CLASS I
 HB0657  ELLP ORDER  -  FOURTH    CLASS I
 HB0657
 HB0657.The horizontal coordinates were established by GPS observations
 HB0657.and adjusted by the National Geodetic Survey in September 2003..
 HB0657
 HB0657.The orthometric height was determined by differential leveling
 HB0657.and adjusted by the National Geodetic Survey in June 1991..
 HB0657.WARNING-Repeat measurements at this control monument indicate possible
 HB0657.vertical movement.
 HB0657
 HB0657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0657
 HB0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0657
 HB0657.The ellipsoidal height was determined by GPS observations
 HB0657.and is referenced to NAD 83.
 HB0657
 HB0657.The geoid height was determined by GEOID03.
 HB0657
 HB0657.The dynamic height is computed by dividing the NAVD 88
 HB0657.geopotential number by the normal gravity value computed on the
 HB0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0657.degrees latitude (g = 980.6199 gals.).
 HB0657
 HB0657.The modeled gravity was interpolated from observed gravity values.
 HB0657
 HB0657;                    North         East     Units Scale Factor Converg.
 HB0657;SPC IL W     -   105,998.213   784,552.449   MT  1.00002920   +0 35 04.7
 HB0657;SPC IL W     -   347,762.47  2,573,985.83   sFT  1.00002920   +0 35 04.7
 HB0657;UTM  16      - 4,165,720.948   305,049.105   MT  1.00006815   -1 20 55.4
 HB0657
 HB0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0657!SPC IL W     -   0.99998369  x   1.00002920  =   1.00001289
 HB0657!UTM  16      -   0.99998369  x   1.00006815  =   1.00005184
 HB0657
 HB0657                          SUPERSEDED SURVEY CONTROL
 HB0657
 HB0657  NAVD 88 (09/15/03)  132.77   (m)          435.6    (f) LEVELING    3  
 HB0657  NGVD 29 (??/??/??)  132.825  (m)          435.78   (f) ADJUSTED    1 1
 HB0657
 HB0657.Superseded values are not recommended for survey control.
 HB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0657.See file dsdata.txt to determine how the superseded data were derived.
 HB0657
 HB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0504965721(NAD 83)
 HB0657_MARKER: DB = BENCH MARK DISK
 HB0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0657_SP_SET: CULVERT
 HB0657_STAMPING: H 158 1954
 HB0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0657+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002
 HB0657
 HB0657  HISTORY     - Date     Condition        Report By
 HB0657  HISTORY     - 1954     MONUMENTED       CGS
 HB0657  HISTORY     - 1969     GOOD             CGS
 HB0657  HISTORY     - 1976     GOOD             ILDT
 HB0657  HISTORY     - 1976     GOOD             ILDT
 HB0657  HISTORY     - 1976     GOOD             ILDT
 HB0657  HISTORY     - 20020805 GOOD             NGS
 HB0657
 HB0657                          STATION DESCRIPTION
 HB0657
 HB0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0657'AT MAKANDA.
 HB0657'AT MAKANDA, 80 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HB0657'ILLINOIS CENTRAL RAILROAD STATION, 94 FEET EAST OF THE EAST RAIL
 HB0657'OF THE EAST TRACK, SET IN THE TOP OF THE SOUTH END OF THE WEST
 HB0657'CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER A PAVED ROAD,
 HB0657'16 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 53 1/2 FEET
 HB0657'WEST AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A BRICK
 HB0657'BUILDING, ABOUT LEVEL WITH THE ROAD, AND ABOUT 2 FEET BELOW THE
 HB0657'LEVEL OF THE TRACK.  SEC 27, T 10 S, R 1 W.
 HB0657
 HB0657                          STATION RECOVERY (1976)
 HB0657
 HB0657'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0657'RECOVERED IN GOOD CONDITION.
 HB0657
 HB0657                          STATION RECOVERY (1976)
 HB0657
 HB0657'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0657'RECOVERED IN GOOD CONDITION.
 HB0657
 HB0657                          STATION RECOVERY (1976)
 HB0657
 HB0657'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0657'RECOVERED IN GOOD CONDITION.
 HB0657
 HB0657                          STATION RECOVERY (2002)
 HB0657
 HB0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BE)
 HB0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0608 ***********************************************************************
 HB0608  DESIGNATION -  H 159
 HB0608  PID         -  HB0608
 HB0608  STATE/COUNTY-  IL/JACKSON
 HB0608  USGS QUAD   -  ELKVILLE (1978)
 HB0608
 HB0608                         *CURRENT SURVEY CONTROL
 HB0608  ___________________________________________________________________
 HB0608* NAD 83(1986)-  37 54 35.     (N)    089 14 07.     (W)     SCALED    
 HB0608* NAVD 88     -       122.127  (meters)     400.68   (feet)  ADJUSTED  
 HB0608  ___________________________________________________________________
 HB0608  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HB0608  DYNAMIC HT  -         122.046 (meters)     400.41  (feet)  COMP
 HB0608  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 HB0608
 HB0608  VERT ORDER  -  FIRST     CLASS I
 HB0608
 HB0608.The horizontal coordinates were scaled from a topographic map and have
 HB0608.an estimated accuracy of +/- 6 seconds.
 HB0608
 HB0608.The orthometric height was determined by differential leveling
 HB0608.and adjusted by the National Geodetic Survey in June 1991..
 HB0608
 HB0608.The geoid height was determined by GEOID03.
 HB0608
 HB0608.The dynamic height is computed by dividing the NAVD 88
 HB0608.geopotential number by the normal gravity value computed on the
 HB0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0608.degrees latitude (g = 980.6199 gals.).
 HB0608
 HB0608.The modeled gravity was interpolated from observed gravity values.
 HB0608
 HB0608;                    North         East    Units  Estimated Accuracy
 HB0608;SPC IL W     -   138,360.      781,900.      MT  (+/- 180 meters Scaled)
 HB0608
 HB0608                          SUPERSEDED SURVEY CONTROL
 HB0608
 HB0608  NGVD 29 (??/??/??)  122.224  (m)          401.00   (f) ADJUSTED    1 1
 HB0608
 HB0608.Superseded values are not recommended for survey control.
 HB0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0608.See file dsdata.txt to determine how the superseded data were derived.
 HB0608
 HB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG034981(NAD 83)
 HB0608_MARKER: DB = BENCH MARK DISK
 HB0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0608_SP_SET: BUILDING
 HB0608_STAMPING: H 159 1954
 HB0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0608
 HB0608  HISTORY     - Date     Condition        Report By
 HB0608  HISTORY     - 1954     MONUMENTED       CGS
 HB0608  HISTORY     - 1969     GOOD             CGS
 HB0608  HISTORY     - 1976     GOOD             ILDT
 HB0608  HISTORY     - 1976     GOOD             ILDT
 HB0608  HISTORY     - 1976     GOOD             ILDT
 HB0608
 HB0608                          STATION DESCRIPTION
 HB0608
 HB0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0608'AT ELKVILLE.
 HB0608'AT ELKVILLE, 71 YARDS NORTH OF THE NORTHWEST CORNER OF THE POST
 HB0608'OFFICE, 245 FEET EAST AND ACROSS U.S. HIGHWAY 51 FROM THE EAST
 HB0608'RAIL OF THE EAST TRACK OF THE ILLINOIS CENTRAL RAILROAD, 128
 HB0608'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTH OF
 HB0608'THE CENTER LINE OF MAIN STREET, SET VERTICALLY IN THE NORTH
 HB0608'FACE OF A BRICK BUILDING WHICH IS OCCUPIED BY THE SCHWARTZ
 HB0608'LUMBER COMPANY AND HARDWARE, 1.0 FOOT WEST OF THE NORTHEAST
 HB0608'CORNER OF THE BUILDING, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HB0608'SIDEWALK.  SEC 17, T 7S, R 1W
 HB0608
 HB0608                          STATION RECOVERY (1976)
 HB0608
 HB0608'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0608'RECOVERED IN GOOD CONDITION.
 HB0608
 HB0608                          STATION RECOVERY (1976)
 HB0608
 HB0608'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0608'RECOVERED IN GOOD CONDITION.
 HB0608
 HB0608                          STATION RECOVERY (1976)
 HB0608
 HB0608'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1045 ***********************************************************************
 JB1045  DESIGNATION -  H 160
 JB1045  PID         -  JB1045
 JB1045  STATE/COUNTY-  IL/WASHINGTON
 JB1045  USGS QUAD   -  ASHLEY (1974)
 JB1045
 JB1045                         *CURRENT SURVEY CONTROL
 JB1045  ___________________________________________________________________
 JB1045* NAD 83(1986)-  38 19 39.     (N)    089 11 23.     (W)     SCALED    
 JB1045* NAVD 88     -       168.538  (meters)     552.95   (feet)  ADJUSTED  
 JB1045  ___________________________________________________________________
 JB1045  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JB1045  DYNAMIC HT  -         168.430 (meters)     552.59  (feet)  COMP
 JB1045  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 JB1045
 JB1045  VERT ORDER  -  FIRST     CLASS I
 JB1045
 JB1045.The horizontal coordinates were scaled from a topographic map and have
 JB1045.an estimated accuracy of +/- 6 seconds.
 JB1045
 JB1045.The orthometric height was determined by differential leveling
 JB1045.and adjusted by the National Geodetic Survey in June 1991..
 JB1045.WARNING-Repeat measurements at this control monument indicate possible
 JB1045.vertical movement.
 JB1045
 JB1045.The geoid height was determined by GEOID03.
 JB1045
 JB1045.The dynamic height is computed by dividing the NAVD 88
 JB1045.geopotential number by the normal gravity value computed on the
 JB1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1045.degrees latitude (g = 980.6199 gals.).
 JB1045
 JB1045.The modeled gravity was interpolated from observed gravity values.
 JB1045
 JB1045;                    North         East    Units  Estimated Accuracy
 JB1045;SPC IL W     -   184,770.      785,420.      MT  (+/- 180 meters Scaled)
 JB1045
 JB1045                          SUPERSEDED SURVEY CONTROL
 JB1045
 JB1045  NGVD 29 (??/??/92)  168.650  (m)          553.31   (f) ADJ UNCH    1 1
 JB1045
 JB1045.Superseded values are not recommended for survey control.
 JB1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1045.See file dsdata.txt to determine how the superseded data were derived.
 JB1045
 JB1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH085444(NAD 83)
 JB1045_MARKER: DB = BENCH MARK DISK
 JB1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1045_STAMPING: H 160 1954
 JB1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1045+STABILITY: SURFACE MOTION
 JB1045
 JB1045  HISTORY     - Date     Condition        Report By
 JB1045  HISTORY     - 1954     MONUMENTED       CGS
 JB1045  HISTORY     - 1969     GOOD             NGS
 JB1045
 JB1045                          STATION DESCRIPTION
 JB1045
 JB1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1045'0.1 MI S FROM ASHLEY.
 JB1045'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1045'THE STATION AT ASHLEY, 0.1 MILE NORTH OF A CROSSING OF THE
 JB1045'RAILROAD AND U.S. HIGHWAY 51, 42 FEET SOUTHEAST OF THE CENTER
 JB1045'OF A CROSSING OF THE RAILROAD AND A PAVED STREET, 30 FEET EAST OF
 JB1045'THE EAST RAIL OF THE EAST SET OF MAIN TRACKS, 26 FEET SOUTH OF THE
 JB1045'CENTER LINE OF THE STREET, SET IN THE CENTER OF THE TOP OF A 2- X
 JB1045'2-FOOT ABANDONED CONCRETE FOUNDATION WHICH PROJECTS 7 INCHES
 JB1045'ABOVE THE SURFACE OF THE GROUND, 132 1/2 FEET WEST-SOUTHWEST
 JB1045'OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING WHICH IS
 JB1045'NOW OCCUPIED BY AN IGA STORE, 5 FEET NORTH OF A TELEPHONE POLE,
 JB1045'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 27, T2S,
 JB1045'R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1301 ***********************************************************************
 LC1301  DESIGNATION -  H 161
 LC1301  PID         -  LC1301
 LC1301  STATE/COUNTY-  IL/TAZEWELL
 LC1301  USGS QUAD   -  PEKIN (1996)
 LC1301
 LC1301                         *CURRENT SURVEY CONTROL
 LC1301  ___________________________________________________________________
 LC1301* NAD 83(1986)-  40 30 35.     (N)    089 38 42.     (W)     SCALED    
 LC1301* NAVD 88     -       151.730  (meters)     497.80   (feet)  ADJUSTED  
 LC1301  ___________________________________________________________________
 LC1301  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LC1301  DYNAMIC HT  -         151.658 (meters)     497.56  (feet)  COMP
 LC1301  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 LC1301
 LC1301  VERT ORDER  -  SECOND    CLASS 0
 LC1301
 LC1301.The horizontal coordinates were scaled from a topographic map and have
 LC1301.an estimated accuracy of +/- 6 seconds.
 LC1301
 LC1301.The orthometric height was determined by differential leveling
 LC1301.and adjusted by the National Geodetic Survey in June 1991..
 LC1301
 LC1301.The geoid height was determined by GEOID03.
 LC1301
 LC1301.The dynamic height is computed by dividing the NAVD 88
 LC1301.geopotential number by the normal gravity value computed on the
 LC1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1301.degrees latitude (g = 980.6199 gals.).
 LC1301
 LC1301.The modeled gravity was interpolated from observed gravity values.
 LC1301
 LC1301;                    North         East    Units  Estimated Accuracy
 LC1301;SPC IL W     -   426,720.      744,210.      MT  (+/- 180 meters Scaled)
 LC1301
 LC1301                          SUPERSEDED SURVEY CONTROL
 LC1301
 LC1301  NGVD 29 (??/??/92)  151.833  (m)          498.14   (f) ADJ UNCH    2 0
 LC1301
 LC1301.Superseded values are not recommended for survey control.
 LC1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1301.See file dsdata.txt to determine how the superseded data were derived.
 LC1301
 LC1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK758876(NAD 83)
 LC1301_MARKER: DB = BENCH MARK DISK
 LC1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1301_STAMPING: H 161 1954
 LC1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1301+STABILITY: SURFACE MOTION
 LC1301
 LC1301  HISTORY     - Date     Condition        Report By
 LC1301  HISTORY     - 1954     MONUMENTED       CGS
 LC1301
 LC1301                          STATION DESCRIPTION
 LC1301
 LC1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1301'2.2 MI NW FROM SOUTH PEKIN.
 LC1301'ABOUT 1.4 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 LC1301'FROM THE STATION AT SOUTH PEKIN, THENCE 0.65 MILE WEST ALONG A
 LC1301'GRAVEL ROAD TO PEKIN AIRPORT, THENCE 0.15 MILE SOUTH, IN SOUTH
 LC1301'WEST CORNER OF THE CONCRETE TOP OF AN UNDERGROUND PUMP PIT, 93
 LC1301'FEET WEST OF THE CENTER LINE OF A BLACK TOP ROAD, 54 FEET NORTH
 LC1301'OF THE NORTHEAST CORNER OF REPAIR HANGAR, 20 FEET NORTH-NORTHEAST
 LC1301'OF THE NORTHWEST CORNER OF A SMALL SUPPLY BUILDING AND ABOUT 1/4
 LC1301'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0807 ***********************************************************************
 LC0807  DESIGNATION -  H 162
 LC0807  PID         -  LC0807
 LC0807  STATE/COUNTY-  IL/TAZEWELL
 LC0807  USGS QUAD   -  MACKINAW (1979)
 LC0807
 LC0807                         *CURRENT SURVEY CONTROL
 LC0807  ___________________________________________________________________
 LC0807* NAD 83(1986)-  40 31 45.     (N)    089 21 38.     (W)     SCALED    
 LC0807* NAVD 88     -       197.305  (meters)     647.32   (feet)  ADJUSTED  
 LC0807  ___________________________________________________________________
 LC0807  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LC0807  DYNAMIC HT  -         197.210 (meters)     647.01  (feet)  COMP
 LC0807  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 LC0807
 LC0807  VERT ORDER  -  FIRST     CLASS II
 LC0807
 LC0807.The horizontal coordinates were scaled from a topographic map and have
 LC0807.an estimated accuracy of +/- 6 seconds.
 LC0807
 LC0807.The orthometric height was determined by differential leveling
 LC0807.and adjusted by the National Geodetic Survey in June 1991..
 LC0807
 LC0807.The geoid height was determined by GEOID03.
 LC0807
 LC0807.The dynamic height is computed by dividing the NAVD 88
 LC0807.geopotential number by the normal gravity value computed on the
 LC0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0807.degrees latitude (g = 980.6199 gals.).
 LC0807
 LC0807.The modeled gravity was interpolated from observed gravity values.
 LC0807
 LC0807;                    North         East    Units  Estimated Accuracy
 LC0807;SPC IL W     -   429,060.      768,300.      MT  (+/- 180 meters Scaled)
 LC0807
 LC0807                          SUPERSEDED SURVEY CONTROL
 LC0807
 LC0807  NGVD 29 (??/??/92)  197.385  (m)          647.59   (f) ADJ UNCH    1 2
 LC0807
 LC0807.Superseded values are not recommended for survey control.
 LC0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0807.See file dsdata.txt to determine how the superseded data were derived.
 LC0807
 LC0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK000891(NAD 83)
 LC0807_MARKER: DB = BENCH MARK DISK
 LC0807_SETTING: 0 = UNSPECIFIED SETTING
 LC0807_STAMPING: H 162 1954
 LC0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0807
 LC0807  HISTORY     - Date     Condition        Report By
 LC0807  HISTORY     - 1954     MONUMENTED       CGS
 LC0807  HISTORY     - 1959     GOOD             NGS
 LC0807  HISTORY     - 1977     GOOD             LOCENG
 LC0807
 LC0807                          STATION DESCRIPTION
 LC0807
 LC0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0807'AT MACKINAW.
 LC0807'AT MACKINAW, ALONG THE NEW YORK CENTRAL RAILROAD, AT A ROAD
 LC0807'CROSSING, IN THE TOP OF THE SOUTHEAST CORNER OF AN ABANDONED
 LC0807'CONCRETE BASE 3 FEET SQUARE AND PROJECTING 3 1/2 FEET, 24 1/2 FEET
 LC0807'NORTH OF THE NORTH RAIL OF MAIN TRACK, 140 FEET WEST-NORTHWEST AND
 LC0807'ACROSS THE TRACK AND ROAD FROM THE NORTHWEST CORNER OF RAILROAD
 LC0807'STATION, 73 FEET WEST OF THE CENTER LINE OF THE ROAD, 11 1/2
 LC0807'FEET NORTH OF NORTH RAIL OF A SIDE TRACK, 16 FEET EAST OF A
 LC0807'SIMILAR CONCRETE BASE, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 LC0807'THE TRACK.
 LC0807
 LC0807                          STATION RECOVERY (1977)
 LC0807
 LC0807'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1267 ***********************************************************************
 LC1267  DESIGNATION -  H 163
 LC1267  PID         -  LC1267
 LC1267  STATE/COUNTY-  IL/TAZEWELL
 LC1267  USGS QUAD   -  PEKIN (1996)
 LC1267
 LC1267                         *CURRENT SURVEY CONTROL
 LC1267  ___________________________________________________________________
 LC1267* NAD 83(1986)-  40 34 02.     (N)    089 39 15.     (W)     SCALED    
 LC1267* NAVD 88     -       148.724  (meters)     487.94   (feet)  ADJUSTED  
 LC1267  ___________________________________________________________________
 LC1267  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1267  DYNAMIC HT  -         148.654 (meters)     487.71  (feet)  COMP
 LC1267  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 LC1267
 LC1267  VERT ORDER  -  FIRST     CLASS II
 LC1267
 LC1267.The horizontal coordinates were scaled from a topographic map and have
 LC1267.an estimated accuracy of +/- 6 seconds.
 LC1267
 LC1267.The orthometric height was determined by differential leveling
 LC1267.and adjusted by the National Geodetic Survey in June 1991..
 LC1267
 LC1267.The geoid height was determined by GEOID03.
 LC1267
 LC1267.The dynamic height is computed by dividing the NAVD 88
 LC1267.geopotential number by the normal gravity value computed on the
 LC1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1267.degrees latitude (g = 980.6199 gals.).
 LC1267
 LC1267.The modeled gravity was interpolated from observed gravity values.
 LC1267
 LC1267;                    North         East    Units  Estimated Accuracy
 LC1267;SPC IL W     -   433,100.      743,400.      MT  (+/- 180 meters Scaled)
 LC1267
 LC1267                          SUPERSEDED SURVEY CONTROL
 LC1267
 LC1267  NGVD 29 (??/??/92)  148.828  (m)          488.28   (f) ADJ UNCH    1 2
 LC1267
 LC1267.Superseded values are not recommended for survey control.
 LC1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1267.See file dsdata.txt to determine how the superseded data were derived.
 LC1267
 LC1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK753941(NAD 83)
 LC1267_MARKER: DB = BENCH MARK DISK
 LC1267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1267_SP_SET: BUILDING
 LC1267_STAMPING: H 163 1954
 LC1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1267
 LC1267  HISTORY     - Date     Condition        Report By
 LC1267  HISTORY     - 1954     MONUMENTED       CGS
 LC1267  HISTORY     - 1968     GOOD             NGS
 LC1267  HISTORY     - 20060207 GOOD             GEOCAC
 LC1267
 LC1267                          STATION DESCRIPTION
 LC1267
 LC1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1267'AT PEKIN.
 LC1267'AT PEKIN, IN THE WEST PART OF TOWN, IN THE SOUTHWEST ANGLE OF
 LC1267'INTERSECTION OF SOUTH SECOND STREET AND BROADWAY, ABOUT 0.5 MILE
 LC1267'SOUTHWEST OF THE COURT HOUSE, SET IN THE TOP OF CONCRETE WALL OF
 LC1267'VENTILATING PIT OF BASEMENT ON EAST SIDE OF FRANKLIN ELEMENTARY
 LC1267'SCHOOL, 1 FOOT NORTH OF BOTTOM STEP OF MAIN EAST ENTRANCE TO
 LC1267'BUILDING, 4 FEET EAST OF EAST WALL OF BUILDING AND ABOUT LEVEL
 LC1267'WITH GROUND.
 LC1267
 LC1267                          STATION RECOVERY (1968)
 LC1267
 LC1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LC1267'RECOVERED IN GOOD CONDITION.
 LC1267
 LC1267                          STATION RECOVERY (2006)
 LC1267
 LC1267'RECOVERY NOTE BY GEOCACHING 2006 (WTF)
 LC1267'BUILDING IS NO LONGER A SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0426 ***********************************************************************
 LC0426  DESIGNATION -  H 164
 LC0426  PID         -  LC0426
 LC0426  STATE/COUNTY-  IL/MCLEAN
 LC0426  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0426
 LC0426                         *CURRENT SURVEY CONTROL
 LC0426  ___________________________________________________________________
 LC0426* NAD 83(1986)-  40 27 33.     (N)    088 58 18.     (W)     SCALED    
 LC0426* NAVD 88     -       259.871  (meters)     852.59   (feet)  ADJUSTED  
 LC0426  ___________________________________________________________________
 LC0426  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0426  DYNAMIC HT  -         259.749 (meters)     852.19  (feet)  COMP
 LC0426  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 LC0426
 LC0426  VERT ORDER  -  FIRST     CLASS II
 LC0426
 LC0426.The horizontal coordinates were scaled from a topographic map and have
 LC0426.an estimated accuracy of +/- 6 seconds.
 LC0426
 LC0426.The orthometric height was determined by differential leveling
 LC0426.and adjusted by the National Geodetic Survey in June 1991..
 LC0426
 LC0426.The geoid height was determined by GEOID03.
 LC0426
 LC0426.The dynamic height is computed by dividing the NAVD 88
 LC0426.geopotential number by the normal gravity value computed on the
 LC0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0426.degrees latitude (g = 980.6199 gals.).
 LC0426
 LC0426.The modeled gravity was interpolated from observed gravity values.
 LC0426
 LC0426;                    North         East    Units  Estimated Accuracy
 LC0426;SPC IL E     -   421,180.      245,860.      MT  (+/- 180 meters Scaled)
 LC0426
 LC0426                          SUPERSEDED SURVEY CONTROL
 LC0426
 LC0426  NGVD 29 (??/??/92)  259.932  (m)          852.79   (f) ADJ UNCH    1 2
 LC0426
 LC0426.Superseded values are not recommended for survey control.
 LC0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0426.See file dsdata.txt to determine how the superseded data were derived.
 LC0426
 LC0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK328805(NAD 83)
 LC0426_MARKER: DB = BENCH MARK DISK
 LC0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0426_SP_SET: TRANSMITTING TOWER CONCRETE BA
 LC0426_STAMPING: H 164 1954
 LC0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0426
 LC0426  HISTORY     - Date     Condition        Report By
 LC0426  HISTORY     - 1954     MONUMENTED       CGS
 LC0426
 LC0426                          STATION DESCRIPTION
 LC0426
 LC0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0426'0.4 MI E FROM BLOOMINGTON.
 LC0426'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 66 FROM ITS OVERPASS OVER
 LC0426'THE ILLINOIS CENTRAL RAILROAD IN SOUTH PART OF BLOOMINGTON, ABOUT
 LC0426'0.15 MILE NORTHWEST OF INTERSECTION OF U.S. HIGHWAYS 66 AND 150,
 LC0426'IN THE TOP OF THE NORTHEAST CORNER OF CONCRETE BASE OF WBLN-TV
 LC0426'TRANSMITTING TOWER (OBSTRUCTION NO. 117) AND ABOUT 5 FEET ABOVE
 LC0426'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0392 ***********************************************************************
 LC0392  DESIGNATION -  H 165
 LC0392  PID         -  LC0392
 LC0392  STATE/COUNTY-  IL/MCLEAN
 LC0392  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0392
 LC0392                         *CURRENT SURVEY CONTROL
 LC0392  ___________________________________________________________________
 LC0392* NAD 83(1986)-  40 19 28.     (N)    088 43 52.     (W)     SCALED    
 LC0392* NAVD 88     -       228.827  (meters)     750.74   (feet)  ADJUSTED  
 LC0392  ___________________________________________________________________
 LC0392  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LC0392  DYNAMIC HT  -         228.717 (meters)     750.38  (feet)  COMP
 LC0392  MODELED GRAV-     980,140.7   (mgal)                       NAVD 88
 LC0392
 LC0392  VERT ORDER  -  FIRST     CLASS II
 LC0392
 LC0392.The horizontal coordinates were scaled from a topographic map and have
 LC0392.an estimated accuracy of +/- 6 seconds.
 LC0392
 LC0392.The orthometric height was determined by differential leveling
 LC0392.and adjusted by the National Geodetic Survey in June 1991..
 LC0392
 LC0392.The geoid height was determined by GEOID03.
 LC0392
 LC0392.The dynamic height is computed by dividing the NAVD 88
 LC0392.geopotential number by the normal gravity value computed on the
 LC0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0392.degrees latitude (g = 980.6199 gals.).
 LC0392
 LC0392.The modeled gravity was interpolated from observed gravity values.
 LC0392
 LC0392;                    North         East    Units  Estimated Accuracy
 LC0392;SPC IL E     -   406,100.      266,190.      MT  (+/- 180 meters Scaled)
 LC0392
 LC0392                          SUPERSEDED SURVEY CONTROL
 LC0392
 LC0392  NGVD 29 (??/??/92)  228.881  (m)          750.92   (f) ADJ UNCH    1 2
 LC0392
 LC0392.Superseded values are not recommended for survey control.
 LC0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0392.See file dsdata.txt to determine how the superseded data were derived.
 LC0392
 LC0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK529652(NAD 83)
 LC0392_MARKER: DB = BENCH MARK DISK
 LC0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0392_STAMPING: H 165 1954
 LC0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0392+STABILITY: SURFACE MOTION
 LC0392
 LC0392  HISTORY     - Date     Condition        Report By
 LC0392  HISTORY     - 1954     MONUMENTED       CGS
 LC0392  HISTORY     - 1959     GOOD             NGS
 LC0392  HISTORY     - 1976     GOOD             NGS
 LC0392  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0392
 LC0392                          STATION DESCRIPTION
 LC0392
 LC0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0392'2.4 MI SE FROM LE ROY.
 LC0392'ABOUT 2.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0392'FROM THE STATION AT LE ROY, AT A NORTH-SOUTH GRAVEL ROAD, 42 FEET
 LC0392'SOUTHWEST OF SOUTHWEST RAIL, 47 FEET WEST-SOUTHWEST OF THE CENTER
 LC0392'OF THE CROSSING, 42 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LC0392'36 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NUMBER 148/11, 37 FEET
 LC0392'NORTHWEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A FENCE, 2 FEET
 LC0392'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW
 LC0392'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 LC0392'PROJECTING 4 INCHES.
 LC0392
 LC0392                          STATION RECOVERY (1976)
 LC0392
 LC0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0392'RECOVERED IN GOOD CONDITION.
 LC0392
 LC0392                          STATION RECOVERY (1986)
 LC0392
 LC0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1508 ***********************************************************************
 ME1508  DESIGNATION -  H 166
 ME1508  PID         -  ME1508
 ME1508  STATE/COUNTY-  IL/KANKAKEE
 ME1508  USGS QUAD   -  MOMENCE (1973)
 ME1508
 ME1508                         *CURRENT SURVEY CONTROL
 ME1508  ___________________________________________________________________
 ME1508* NAD 83(1986)-  41 10 13.     (N)    087 38 31.     (W)     SCALED    
 ME1508* NAVD 88     -       190.441  (meters)     624.81   (feet)  ADJUSTED  
 ME1508  ___________________________________________________________________
 ME1508  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 ME1508  DYNAMIC HT  -         190.362 (meters)     624.55  (feet)  COMP
 ME1508  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 ME1508
 ME1508  VERT ORDER  -  SECOND    CLASS 0
 ME1508
 ME1508.The horizontal coordinates were scaled from a topographic map and have
 ME1508.an estimated accuracy of +/- 6 seconds.
 ME1508
 ME1508.The orthometric height was determined by differential leveling
 ME1508.and adjusted by the National Geodetic Survey in June 1991..
 ME1508
 ME1508.The geoid height was determined by GEOID03.
 ME1508
 ME1508.The dynamic height is computed by dividing the NAVD 88
 ME1508.geopotential number by the normal gravity value computed on the
 ME1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1508.degrees latitude (g = 980.6199 gals.).
 ME1508
 ME1508.The modeled gravity was interpolated from observed gravity values.
 ME1508
 ME1508;                    North         East    Units  Estimated Accuracy
 ME1508;SPC IL E     -   500,180.      358,020.      MT  (+/- 180 meters Scaled)
 ME1508
 ME1508                          SUPERSEDED SURVEY CONTROL
 ME1508
 ME1508  NGVD 29 (??/??/92)  190.533  (m)          625.11   (f) ADJ UNCH    2 0
 ME1508
 ME1508.Superseded values are not recommended for survey control.
 ME1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1508.See file dsdata.txt to determine how the superseded data were derived.
 ME1508
 ME1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL461578(NAD 83)
 ME1508_MARKER: DB = BENCH MARK DISK
 ME1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1508_STAMPING: H 166 1954
 ME1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1508+STABILITY: SURFACE MOTION
 ME1508
 ME1508  HISTORY     - Date     Condition        Report By
 ME1508  HISTORY     - 1954     MONUMENTED       CGS
 ME1508  HISTORY     - 1969     GOOD             NGS
 ME1508
 ME1508                          STATION DESCRIPTION
 ME1508
 ME1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1508'1.2 MI E FROM MOMENCE.
 ME1508'ABOUT 1.15 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1508'THE STATION AT MOMENCE, ABOUT 0.55 MILE EAST OF THE INTERSECTION
 ME1508'OF THE CHICAGO AND EASTERN ILLINOIS RAILROAD, AT CROSSING OF A
 ME1508'BLACK TOP ROAD, 172 FEET NORTHEAST OF CENTER OF CROSSING OF ROAD
 ME1508'AND N.Y.C. RR, 47 FEET NORTH OF NORTH RAIL OF ANOTHER RAILROAD
 ME1508'TRACK (CHICAGO, MILWAUKEE AND GARY RAILROAD), 144 FEET NORTH
 ME1508'OF NORTH RAIL OF N.Y.C. RR, 1 FOOT SOUTH OF A FENCE LINE, 58 FEET
 ME1508'EAST OF CENTER LINE OF ROAD, 36 FEET EAST OF A FENCE CORNER,
 ME1508'37 1/2 FEET EAST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN
 ME1508'WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 ME1508'CONCRETE POST PROJECTING 3 INCHES.
 ME1508
 ME1508                          STATION RECOVERY (1969)
 ME1508
 ME1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1827 ***********************************************************************
 LB1827  DESIGNATION -  H 167
 LB1827  PID         -  LB1827
 LB1827  STATE/COUNTY-  IL/VERMILION
 LB1827  USGS QUAD   -  HOMER (1975)
 LB1827
 LB1827                         *CURRENT SURVEY CONTROL
 LB1827  ___________________________________________________________________
 LB1827* NAD 83(1986)-  40 02 22.     (N)    087 54 38.     (W)     SCALED    
 LB1827* NAVD 88     -       202.254  (meters)     663.56   (feet)  ADJUSTED  
 LB1827  ___________________________________________________________________
 LB1827  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LB1827  DYNAMIC HT  -         202.152 (meters)     663.23  (feet)  COMP
 LB1827  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 LB1827
 LB1827  VERT ORDER  -  FIRST     CLASS II
 LB1827
 LB1827.The horizontal coordinates were scaled from a topographic map and have
 LB1827.an estimated accuracy of +/- 6 seconds.
 LB1827
 LB1827.The orthometric height was determined by differential leveling
 LB1827.and adjusted by the National Geodetic Survey in June 1991..
 LB1827.WARNING-Repeat measurements at this control monument indicate possible
 LB1827.vertical movement.
 LB1827
 LB1827.The geoid height was determined by GEOID03.
 LB1827
 LB1827.The dynamic height is computed by dividing the NAVD 88
 LB1827.geopotential number by the normal gravity value computed on the
 LB1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1827.degrees latitude (g = 980.6199 gals.).
 LB1827
 LB1827.The modeled gravity was interpolated from observed gravity values.
 LB1827
 LB1827;                    North         East    Units  Estimated Accuracy
 LB1827;SPC IL E     -   374,470.      336,080.      MT  (+/- 180 meters Scaled)
 LB1827
 LB1827                          SUPERSEDED SURVEY CONTROL
 LB1827
 LB1827  NGVD 29 (??/??/92)  202.321  (m)          663.78   (f) ADJ UNCH    1 2
 LB1827
 LB1827.Superseded values are not recommended for survey control.
 LB1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1827.See file dsdata.txt to determine how the superseded data were derived.
 LB1827
 LB1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK223325(NAD 83)
 LB1827_MARKER: DB = BENCH MARK DISK
 LB1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1827_SP_SET: CONCRETE POST
 LB1827_STAMPING: H 167 1954
 LB1827_MARK LOGO: CGS   
 LB1827_PROJECTION: PROJECTING 5 CENTIMETERS
 LB1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1827+STABILITY: SURFACE MOTION
 LB1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1827+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1998
 LB1827
 LB1827  HISTORY     - Date     Condition        Report By
 LB1827  HISTORY     - 1954     MONUMENTED       CGS
 LB1827  HISTORY     - 1986     GOOD             NGS
 LB1827  HISTORY     - 19980422 GOOD             BCA
 LB1827
 LB1827                          STATION DESCRIPTION
 LB1827
 LB1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1827'2.6 MI E FROM HOMER.
 LB1827'ABOUT 2.6 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1827'AT HOMER, ABOUT 0.1 MILE EAST OF MILE POLE 319, AT A NORTH-SOUTH
 LB1827'GRAVEL ROAD CROSSING, 28 FEET NORTH OF NORTH RAIL, 25 FEET EAST
 LB1827'OF CENTER LINE OF ROAD, 42 FEET NORTHEAST OF CENTER OF CROSSING,
 LB1827'1 FOOT SOUTH OF A FENCE LINE, 7 FEET EAST OF A FENCE CORNER, 44
 LB1827'FEET EAST AND ACROSS ROAD FROM CROSSING WARNING SIGN, 47 FEET
 LB1827'NORTH-NORTHEAST AND ACROSS TRACK FROM CROSSING WARNING SIGN,
 LB1827'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 LB1827'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 LB1827'PROJECTING 2 INCHES.
 LB1827
 LB1827                          STATION RECOVERY (1986)
 LB1827
 LB1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1827'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.3 KM (2.65
 LB1827'MI) EASTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION WITH STATE
 LB1827'HIGHWAY 49 IN HOMER, THENCE 0.9 KM (0.55 MI) SOUTH ALONG A GRAVELED
 LB1827'ROAD.
 LB1827
 LB1827                          STATION RECOVERY (1998)
 LB1827
 LB1827'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LB1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0319 ***********************************************************************
 MG0319  DESIGNATION -  H 168
 MG0319  PID         -  MG0319
 MG0319  STATE/COUNTY-  IL/ROCK ISLAND
 MG0319  USGS QUAD   -  MILAN (1992)
 MG0319
 MG0319                         *CURRENT SURVEY CONTROL
 MG0319  ___________________________________________________________________
 MG0319* NAD 83(1986)-  41 29 12.     (N)    090 30 04.     (W)     SCALED    
 MG0319* NAVD 88     -       209.262  (meters)     686.55   (feet)  ADJUSTED  
 MG0319  ___________________________________________________________________
 MG0319  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0319  DYNAMIC HT  -         209.183 (meters)     686.29  (feet)  COMP
 MG0319  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 MG0319
 MG0319  VERT ORDER  -  SECOND    CLASS 0
 MG0319
 MG0319.The horizontal coordinates were scaled from a topographic map and have
 MG0319.an estimated accuracy of +/- 6 seconds.
 MG0319
 MG0319.The orthometric height was determined by differential leveling
 MG0319.and adjusted by the National Geodetic Survey in June 1991..
 MG0319
 MG0319.The geoid height was determined by GEOID03.
 MG0319
 MG0319.The dynamic height is computed by dividing the NAVD 88
 MG0319.geopotential number by the normal gravity value computed on the
 MG0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0319.degrees latitude (g = 980.6199 gals.).
 MG0319
 MG0319.The modeled gravity was interpolated from observed gravity values.
 MG0319
 MG0319;                    North         East    Units  Estimated Accuracy
 MG0319;SPC IL W     -   535,130.      672,070.      MT  (+/- 180 meters Scaled)
 MG0319
 MG0319                          SUPERSEDED SURVEY CONTROL
 MG0319
 MG0319  NGVD 29 (??/??/92)  209.332  (m)          686.78   (f) ADJ UNCH    2 0
 MG0319
 MG0319.Superseded values are not recommended for survey control.
 MG0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0319.See file dsdata.txt to determine how the superseded data were derived.
 MG0319
 MG0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF086957(NAD 83)
 MG0319_MARKER: DB = BENCH MARK DISK
 MG0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0319_SP_SET: SIDEWALK
 MG0319_STAMPING: H 168 1957
 MG0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0319
 MG0319  HISTORY     - Date     Condition        Report By
 MG0319  HISTORY     - 1957     MONUMENTED       CGS
 MG0319  HISTORY     - 19880523 MARK NOT FOUND   USPSQD
 MG0319  HISTORY     - 19960816 GOOD             USPSQD
 MG0319
 MG0319                          STATION DESCRIPTION
 MG0319
 MG0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MG0319'IN MOLINE.
 MG0319'IN FRONT OF THE RESIDENCE AT 2375 19TH STREET, ON THE SOUTH END
 MG0319'OF THE SHORT LENGTH OF SIDWALK AT THE CURB, 12.6 FT. SOUTH OF THE
 MG0319'CENTER LINE OF THE CURVING SIDEWALK LEADING TO THE FRONT DOOR
 MG0319'OF THE RESIDENCE, 3.3 FT. EAST OF THE CURB.  THE MARK IS SET IN
 MG0319'CEMENT IN A DRILL HOLE IN THE SIDEWALK.
 MG0319
 MG0319                          STATION RECOVERY (1988)
 MG0319
 MG0319'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0319'MARK NOT FOUND.
 MG0319
 MG0319                          STATION RECOVERY (1996)
 MG0319
 MG0319'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1316 ***********************************************************************
 JB1316  DESIGNATION -  H 169
 JB1316  PID         -  JB1316
 JB1316  STATE/COUNTY-  IL/CLINTON
 JB1316  USGS QUAD   -  BREESE (1981)
 JB1316
 JB1316                         *CURRENT SURVEY CONTROL
 JB1316  ___________________________________________________________________
 JB1316* NAD 83(1986)-  38 36 29.     (N)    089 35 37.     (W)     SCALED    
 JB1316* NAVD 88     -       137.964  (meters)     452.64   (feet)  ADJUSTED  
 JB1316  ___________________________________________________________________
 JB1316  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JB1316  DYNAMIC HT  -         137.877 (meters)     452.35  (feet)  COMP
 JB1316  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 JB1316
 JB1316  VERT ORDER  -  FIRST     CLASS I
 JB1316
 JB1316.The horizontal coordinates were scaled from a topographic map and have
 JB1316.an estimated accuracy of +/- 6 seconds.
 JB1316
 JB1316.The orthometric height was determined by differential leveling
 JB1316.and adjusted by the National Geodetic Survey in June 1991..
 JB1316
 JB1316.The geoid height was determined by GEOID03.
 JB1316
 JB1316.The dynamic height is computed by dividing the NAVD 88
 JB1316.geopotential number by the normal gravity value computed on the
 JB1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1316.degrees latitude (g = 980.6199 gals.).
 JB1316
 JB1316.The modeled gravity was interpolated from observed gravity values.
 JB1316
 JB1316;                    North         East    Units  Estimated Accuracy
 JB1316;SPC IL W     -   215,620.      749,910.      MT  (+/- 180 meters Scaled)
 JB1316
 JB1316                          SUPERSEDED SURVEY CONTROL
 JB1316
 JB1316  NGVD 29 (??/??/92)  138.084  (m)          453.03   (f) ADJ UNCH    1 1
 JB1316
 JB1316.Superseded values are not recommended for survey control.
 JB1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1316.See file dsdata.txt to determine how the superseded data were derived.
 JB1316
 JB1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH741764(NAD 83)
 JB1316_MARKER: DB = BENCH MARK DISK
 JB1316_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB1316_SP_SET: 21.4 FEET
 JB1316_STAMPING: H 169 1969
 JB1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1316
 JB1316  HISTORY     - Date     Condition        Report By
 JB1316  HISTORY     - 1969     MONUMENTED       CGS
 JB1316
 JB1316                          STATION DESCRIPTION
 JB1316
 JB1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1316'3.6 MI W FROM BREEZE.
 JB1316'ABOUT 3.65 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1316'THE STATION AT BREEZE, 69 FEET SOUTHEAST OF THE CENTER OF A BLACK
 JB1316'TOP ROAD CROSSING, 44.1 FEET SOUTH OF THE SOUTH RAIL, 50 1/2 FEET
 JB1316'EAST OF THE CENTER LINE OF THE ROAD, 9 1/2 FEET NORTH OF THE
 JB1316'RIGHT-OF-WAY FENCE LINE, 2 1/2 FEET EAST OF MILEPOLE 302-50, IN
 JB1316'LINE WITH A ROW OF POLES, 1.6 FEET WEST OF A METAL WITNESS POST,
 JB1316'2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP
 JB1316'OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED
 JB1316'BY A 4 INCH METAL PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF
 JB1316'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 21.4 FEET.
 JB1316'SEC 19, T2N, R4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0118 ***********************************************************************
 NH0118  DESIGNATION -  H 17
 NH0118  PID         -  NH0118
 NH0118  STATE/COUNTY-  IL/MCHENRY
 NH0118  USGS QUAD   -  MC HENRY (1992)
 NH0118
 NH0118                         *CURRENT SURVEY CONTROL
 NH0118  ___________________________________________________________________
 NH0118* NAD 83(1986)-  42 20 37.     (N)    088 16 33.     (W)     SCALED    
 NH0118* NAVD 88     -       232.437  (meters)     762.59   (feet)  ADJUSTED  
 NH0118  ___________________________________________________________________
 NH0118  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 NH0118  DYNAMIC HT  -         232.360 (meters)     762.33  (feet)  COMP
 NH0118  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 NH0118
 NH0118  VERT ORDER  -  SECOND    CLASS 0
 NH0118
 NH0118.The horizontal coordinates were scaled from a topographic map and have
 NH0118.an estimated accuracy of +/- 6 seconds.
 NH0118
 NH0118.The orthometric height was determined by differential leveling
 NH0118.and adjusted by the National Geodetic Survey in June 1991..
 NH0118
 NH0118.The geoid height was determined by GEOID03.
 NH0118
 NH0118.The dynamic height is computed by dividing the NAVD 88
 NH0118.geopotential number by the normal gravity value computed on the
 NH0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0118.degrees latitude (g = 980.6199 gals.).
 NH0118
 NH0118.The modeled gravity was interpolated from observed gravity values.
 NH0118
 NH0118;                    North         East    Units  Estimated Accuracy
 NH0118;SPC IL E     -   630,270.      304,740.      MT  (+/- 180 meters Scaled)
 NH0118
 NH0118                          SUPERSEDED SURVEY CONTROL
 NH0118
 NH0118  NGVD 29 (??/??/92)  232.483  (m)          762.74   (f) ADJ UNCH    2 0
 NH0118
 NH0118.Superseded values are not recommended for survey control.
 NH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0118.See file dsdata.txt to determine how the superseded data were derived.
 NH0118
 NH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM949887(NAD 83)
 NH0118_MARKER: DB = BENCH MARK DISK
 NH0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0118_SP_SET: BUILDING
 NH0118_STAMPING: H 17 1934
 NH0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0118+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 NH0118
 NH0118  HISTORY     - Date     Condition        Report By
 NH0118  HISTORY     - 1934     MONUMENTED       CGS
 NH0118  HISTORY     - 1960     GOOD             NGS
 NH0118  HISTORY     - 1987     GOOD             USPSQD
 NH0118  HISTORY     - 19910518 GOOD             USPSQD
 NH0118  HISTORY     - 19940508 GOOD             USPSQD
 NH0118  HISTORY     - 20030410 GOOD             USPSQD
 NH0118
 NH0118                          STATION DESCRIPTION
 NH0118
 NH0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0118'AT MCHENRY.
 NH0118'AT MCHENRY , ALONG THE CHICAGO AND NORTH WESTERN RAILWAY, AT THE
 NH0118'CROSSING OF MAIN STREET, SET VERTICALLY IN THE WEST FACE OF THE
 NH0118'NORTHWEST CORNER OF BRICK STATION, 1 FOOT SOUTH OF THE NORTHWEST
 NH0118'CORNER OF THE STATION, 21 FEET EAST OF THE EAST RAIL, 34 FEET
 NH0118'SOUTH OF THE CENTER LINE OF MAIN STREET, AND 3 FEET ABOVE THE
 NH0118'LEVEL OF BRICK WALK.
 NH0118
 NH0118                          STATION RECOVERY (1987)
 NH0118
 NH0118'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 NH0118'RECOVERED IN GOOD CONDITION.
 NH0118
 NH0118                          STATION RECOVERY (1991)
 NH0118
 NH0118'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NH0118'RECOVERED IN GOOD CONDITION.
 NH0118
 NH0118                          STATION RECOVERY (1994)
 NH0118
 NH0118'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0118'RECOVERED IN GOOD CONDITION.
 NH0118
 NH0118                          STATION RECOVERY (2003)
 NH0118
 NH0118'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0130 ***********************************************************************
 LC0130  DESIGNATION -  H 171
 LC0130  PID         -  LC0130
 LC0130  STATE/COUNTY-  IL/CHAMPAIGN
 LC0130  USGS QUAD   -  SEYMOUR (1970)
 LC0130
 LC0130                         *CURRENT SURVEY CONTROL
 LC0130  ___________________________________________________________________
 LC0130* NAD 83(1986)-  40 06 21.     (N)    088 26 59.     (W)     SCALED    
 LC0130* NAVD 88     -       220.097  (meters)     722.10   (feet)  ADJUSTED  
 LC0130  ___________________________________________________________________
 LC0130  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LC0130  DYNAMIC HT  -         219.988 (meters)     721.74  (feet)  COMP
 LC0130  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 LC0130
 LC0130  VERT ORDER  -  FIRST     CLASS II
 LC0130
 LC0130.The horizontal coordinates were scaled from a topographic map and have
 LC0130.an estimated accuracy of +/- 6 seconds.
 LC0130
 LC0130.The orthometric height was determined by differential leveling
 LC0130.and adjusted by the National Geodetic Survey in June 1991..
 LC0130
 LC0130.The geoid height was determined by GEOID03.
 LC0130
 LC0130.The dynamic height is computed by dividing the NAVD 88
 LC0130.geopotential number by the normal gravity value computed on the
 LC0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0130.degrees latitude (g = 980.6199 gals.).
 LC0130
 LC0130.The modeled gravity was interpolated from observed gravity values.
 LC0130
 LC0130;                    North         East    Units  Estimated Accuracy
 LC0130;SPC IL E     -   381,760.      290,080.      MT  (+/- 180 meters Scaled)
 LC0130
 LC0130                          SUPERSEDED SURVEY CONTROL
 LC0130
 LC0130  NGVD 29 (??/??/92)  220.152  (m)          722.28   (f) ADJ UNCH    1 2
 LC0130
 LC0130.Superseded values are not recommended for survey control.
 LC0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0130.See file dsdata.txt to determine how the superseded data were derived.
 LC0130
 LC0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK764405(NAD 83)
 LC0130_MARKER: DB = BENCH MARK DISK
 LC0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0130_SP_SET: TRANSMITTING TOWER FOUNDATION
 LC0130_STAMPING: H 171 1954
 LC0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0130
 LC0130  HISTORY     - Date     Condition        Report By
 LC0130  HISTORY     - 1954     MONUMENTED       CGS
 LC0130  HISTORY     - 1973     GOOD             NGS
 LC0130
 LC0130                          STATION DESCRIPTION
 LC0130
 LC0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0130'1.6 MI NW FROM SEYMOUR.
 LC0130'ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD FROM THE ILLINOIS CENTRAL
 LC0130'RAILROAD STATION AT SEYMOUR, THENCE ABOUT 1.35 MILES WEST ALONG
 LC0130'STATE HIGHWAY 10 AND 47, AT WCIA-TV TRANSMITTING TOWER, (OBSTRUCTION
 LC0130'NO. 122), IN THE TOP OF THE SOUTH SIDE OF THE CONCRETE FOUNDATION
 LC0130'OF TRANSMITTING TOWER AND 2 1/2 FEET ABOVE GROUND.  NOTE-- BENCH
 LC0130'MARK CONSIDERED GROUND ELEVATION OF OBSTRUCTION NO. 122.
 LC0130
 LC0130                          STATION RECOVERY (1973)
 LC0130
 LC0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0675 ***********************************************************************
 LC0675  DESIGNATION -  H 172
 LC0675  PID         -  LC0675
 LC0675  STATE/COUNTY-  IL/MCLEAN
 LC0675  USGS QUAD   -  NORMAL EAST (1981)
 LC0675
 LC0675                         *CURRENT SURVEY CONTROL
 LC0675  ___________________________________________________________________
 LC0675* NAD 83(1997)-  40 33 41.74007(N)    088 59 20.73239(W)     ADJUSTED  
 LC0675* NAVD 88     -       253.041  (meters)     830.19   (feet)  ADJUSTED  
 LC0675  ___________________________________________________________________
 LC0675  X           -      85,612.479 (meters)                     COMP
 LC0675  Y           -  -4,851,802.872 (meters)                     COMP
 LC0675  Z           -   4,125,702.214 (meters)                     COMP
 LC0675  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 LC0675  ELLIP HEIGHT-         221.03  (meters)          (02/03/05) GPS OBS
 LC0675  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0675  DYNAMIC HT  -         252.924 (meters)     829.80  (feet)  COMP
 LC0675  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 LC0675
 LC0675  HORZ ORDER  -  FIRST
 LC0675  VERT ORDER  -  FIRST     CLASS I
 LC0675  ELLP ORDER  -  FOURTH    CLASS II
 LC0675
 LC0675.The horizontal coordinates were established by GPS observations
 LC0675.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC0675
 LC0675.The orthometric height was determined by differential leveling
 LC0675.and adjusted by the National Geodetic Survey in June 1991..
 LC0675
 LC0675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0675
 LC0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0675
 LC0675.The ellipsoidal height was determined by GPS observations
 LC0675.and is referenced to NAD 83.
 LC0675
 LC0675.The geoid height was determined by GEOID03.
 LC0675
 LC0675.The dynamic height is computed by dividing the NAVD 88
 LC0675.geopotential number by the normal gravity value computed on the
 LC0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0675.degrees latitude (g = 980.6199 gals.).
 LC0675
 LC0675.The modeled gravity was interpolated from observed gravity values.
 LC0675
 LC0675;                    North         East     Units Scale Factor Converg.
 LC0675;SPC IL E     -   432,564.885   244,464.847   MT  1.00001295   -0 25 35.1
 LC0675;SPC IL E     - 1,419,173.29    802,048.42   sFT  1.00001295   -0 25 35.1
 LC0675;UTM  16      - 4,491,992.889   331,605.493   MT  0.99994905   -1 17 37.5
 LC0675
 LC0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0675!SPC IL E     -   0.99996533  x   1.00001295  =   0.99997828
 LC0675!UTM  16      -   0.99996533  x   0.99994905  =   0.99991438
 LC0675
 LC0675                          SUPERSEDED SURVEY CONTROL
 LC0675
 LC0675  ELLIP H (03/04/03)  220.99   (m)                       GP(       ) 4 2
 LC0675  NAVD 88 (03/04/03)  253.04   (m)          830.2    (f) LEVELING    3  
 LC0675  NGVD 29 (??/??/92)  253.093  (m)          830.36   (f) ADJ UNCH    1 1
 LC0675
 LC0675.Superseded values are not recommended for survey control.
 LC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0675.See file dsdata.txt to determine how the superseded data were derived.
 LC0675
 LC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3160591993(NAD 83)
 LC0675_MARKER: DB = BENCH MARK DISK
 LC0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0675_STAMPING: H 172 1954
 LC0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0675+STABILITY: SURFACE MOTION
 LC0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0675+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 LC0675
 LC0675  HISTORY     - Date     Condition        Report By
 LC0675  HISTORY     - 1954     MONUMENTED       CGS
 LC0675  HISTORY     - 1969     GOOD             NGS
 LC0675  HISTORY     - 200205   GOOD             ASCPC
 LC0675  HISTORY     - 20040322 GOOD             USPSQD
 LC0675
 LC0675                          STATION DESCRIPTION
 LC0675
 LC0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0675'3.7 MI N FROM NORMAL.
 LC0675'ABOUT 3.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0675'THE STATION AT NORMAL, 106 FEET NORTHWEST OF THE CENTER OF A
 LC0675'CROSSING OF THE RAILROAD AND A DIRT ROAD, 95 1/2 FEET WEST OF THE
 LC0675'WEST RAIL, 36 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LC0675'72 FEET NORTH AND ACROSS THE ROAD FROM A TELEPHONE POLE, 2 1/2
 LC0675'FEET EAST OF A FENCE, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 LC0675'ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 LC0675'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 LC0675'OF THE GROUND.  SEC 4, T24N, R2E
 LC0675
 LC0675                          STATION RECOVERY (2002)
 LC0675
 LC0675'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0675'RECOVERED AS DESCRIBED
 LC0675' 
 LC0675'
 LC0675
 LC0675                          STATION RECOVERY (2004)
 LC0675
 LC0675'RECOVERY NOTE BY US POWER SQUADRON 2004 (GEM)
 LC0675'ILLINOIS CENTRAL RAILROAD TRACKS ARE REMOVED AND PROPERTY RECLAIMED BY
 LC0675'ADJOINING PROPERTY OWNERS. FENCES ARE REMOVED. DIRT ROAD IS NOW
 LC0675'ASPHALT, NUMBERED 1900 NORTH. MARK IS 35'9 NORTH OF THE CENTER LINE,
 LC0675'1' FROM WITNESS POST WHICH HAS BEEN DAMAGED BY SHOTGUN PELLETS. GPS
 LC0675'N40 33'45.2 W088 59'19.8(NON WAAS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0172 ***********************************************************************
 LC0172  DESIGNATION -  H 173
 LC0172  PID         -  LC0172
 LC0172  STATE/COUNTY-  IL/CHAMPAIGN
 LC0172  USGS QUAD   -  URBANA (1975)
 LC0172
 LC0172                         *CURRENT SURVEY CONTROL
 LC0172  ___________________________________________________________________
 LC0172* NAD 83(1986)-  40 05 49.     (N)    088 10 55.     (W)     SCALED    
 LC0172* NAVD 88     -       221.382  (meters)     726.32   (feet)  ADJUSTED  
 LC0172  ___________________________________________________________________
 LC0172  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0172  DYNAMIC HT  -         221.270 (meters)     725.95  (feet)  COMP
 LC0172  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 LC0172
 LC0172  VERT ORDER  -  FIRST     CLASS II
 LC0172
 LC0172.The horizontal coordinates were scaled from a topographic map and have
 LC0172.an estimated accuracy of +/- 6 seconds.
 LC0172
 LC0172.The orthometric height was determined by differential leveling
 LC0172.and adjusted by the National Geodetic Survey in June 1991..
 LC0172
 LC0172.The geoid height was determined by GEOID03.
 LC0172
 LC0172.The dynamic height is computed by dividing the NAVD 88
 LC0172.geopotential number by the normal gravity value computed on the
 LC0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0172.degrees latitude (g = 980.6199 gals.).
 LC0172
 LC0172.The modeled gravity was interpolated from observed gravity values.
 LC0172
 LC0172;                    North         East    Units  Estimated Accuracy
 LC0172;SPC IL E     -   380,780.      312,910.      MT  (+/- 180 meters Scaled)
 LC0172
 LC0172                          SUPERSEDED SURVEY CONTROL
 LC0172
 LC0172  NGVD 29 (??/??/92)  221.421  (m)          726.45   (f) ADJ UNCH    1 2
 LC0172
 LC0172.Superseded values are not recommended for survey control.
 LC0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0172.See file dsdata.txt to determine how the superseded data were derived.
 LC0172
 LC0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK992391(NAD 83)
 LC0172_MARKER: DB = BENCH MARK DISK
 LC0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0172_STAMPING: H 173 1956
 LC0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0172+STABILITY: SURFACE MOTION
 LC0172
 LC0172  HISTORY     - Date     Condition        Report By
 LC0172  HISTORY     - 1956     MONUMENTED       CGS
 LC0172  HISTORY     - 1973     MARK NOT FOUND   NGS
 LC0172  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0172  HISTORY     - 20051201 MARK NOT FOUND   ILDT
 LC0172
 LC0172                          STATION DESCRIPTION
 LC0172
 LC0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LC0172'1.9 MI SE FROM URBANA.
 LC0172'ABOUT 1.9 MILES SOUTHEAST ALONG THE WABASH RAILROAD FROM THE
 LC0172'STATION AT URBANA, AT A PRIVATE FIELD TRAIL CROSSING, ABOUT 1.35
 LC0172'MILES NORTHWEST OF THE GRAIN ELEVATOR AT MIRA, ABOUT 0.1 MILE
 LC0172'NORTHWEST OF A 30-INCH GALVANIZED PIPE CULVERT UNDER TRACK, AT
 LC0172'THE SOUTHEAST END OF A CUT, 29 FEET NORTHEAST OF NORTHEAST RAIL,
 LC0172'53 FEET NORTH OF CENTER OF CROSSING OF FIELD TRAIL, 39 1/2 FEET
 LC0172'NORTHWEST OF CENTER OF A GATE ACROSS FIELD TRAIL, 19 1/2 FEET
 LC0172'SOUTHEAST OF THE FIRST TELEPHONE POLE NORTHWEST OF FIELD TRAIL
 LC0172'CROSSING, 1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST
 LC0172'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 LC0172'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0172
 LC0172                          STATION RECOVERY (1973)
 LC0172
 LC0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0172'MARK NOT FOUND.
 LC0172
 LC0172                          STATION RECOVERY (1986)
 LC0172
 LC0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0172'MARK NOT FOUND.
 LC0172
 LC0172                          STATION RECOVERY (2005)
 LC0172
 LC0172'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0237 ***********************************************************************
 KB0237  DESIGNATION -  H 175
 KB0237  PID         -  KB0237
 KB0237  STATE/COUNTY-  IL/CUMBERLAND
 KB0237  USGS QUAD   -  GREENUP (1985)
 KB0237
 KB0237                         *CURRENT SURVEY CONTROL
 KB0237  ___________________________________________________________________
 KB0237* NAD 83(1986)-  39 14 19.     (N)    088 10 13.     (W)     SCALED    
 KB0237* NAVD 88     -       167.267  (meters)     548.78   (feet)  ADJUSTED  
 KB0237  ___________________________________________________________________
 KB0237  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0237  DYNAMIC HT  -         167.169 (meters)     548.45  (feet)  COMP
 KB0237  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 KB0237
 KB0237  VERT ORDER  -  FIRST     CLASS II
 KB0237
 KB0237.The horizontal coordinates were scaled from a topographic map and have
 KB0237.an estimated accuracy of +/- 6 seconds.
 KB0237
 KB0237.The orthometric height was determined by differential leveling
 KB0237.and adjusted by the National Geodetic Survey in June 1991..
 KB0237
 KB0237.The geoid height was determined by GEOID03.
 KB0237
 KB0237.The dynamic height is computed by dividing the NAVD 88
 KB0237.geopotential number by the normal gravity value computed on the
 KB0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0237.degrees latitude (g = 980.6199 gals.).
 KB0237
 KB0237.The modeled gravity was interpolated from observed gravity values.
 KB0237
 KB0237;                    North         East    Units  Estimated Accuracy
 KB0237;SPC IL E     -   285,480.      314,080.      MT  (+/- 180 meters Scaled)
 KB0237
 KB0237                          SUPERSEDED SURVEY CONTROL
 KB0237
 KB0237  NGVD 29 (??/??/92)  167.327  (m)          548.97   (f) ADJ UNCH    1 2
 KB0237
 KB0237.Superseded values are not recommended for survey control.
 KB0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0237.See file dsdata.txt to determine how the superseded data were derived.
 KB0237
 KB0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ990439(NAD 83)
 KB0237_MARKER: DB = BENCH MARK DISK
 KB0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0237_SP_SET: OVER PASS
 KB0237_STAMPING: H 175 1956
 KB0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0237+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KB0237
 KB0237  HISTORY     - Date     Condition        Report By
 KB0237  HISTORY     - 1956     MONUMENTED       CGS
 KB0237  HISTORY     - 1973     GOOD             NGS
 KB0237  HISTORY     - 20050215 GOOD             ILDT
 KB0237
 KB0237                          STATION DESCRIPTION
 KB0237
 KB0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0237'AT GREENUP.
 KB0237'AT GREENUP, ABOUT 100 YARDS SOUTHEAST ALONG THE ILLINOIS CENTRAL
 KB0237'RAILROAD FROM THE STATION, ABOUT 0.2 MILE SOUTHEAST OF MILE POST
 KB0237'P 142, AT THE OVERPASS OF THE PENNSYLVANIA RAILROAD OVER THE I.C.
 KB0237'TRACK, SET VERTICALLY IN THE NORTHEAST FACE OF THE WEST CONCRETE
 KB0237'ABUTMENT OF P.R.R. OVERPASS, 9.2 FEET NORTHWEST OF SOUTHEAST END
 KB0237'OF ABUTMENT, 21.2 FEET SOUTHWEST OF SOUTHWEST RAIL OF I.C. RR AND
 KB0237'ABOUT 2 FEET ABOVE LEVEL OF TRACK.
 KB0237
 KB0237                          STATION RECOVERY (1973)
 KB0237
 KB0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0237'RECOVERED IN GOOD CONDITION.
 KB0237
 KB0237                          STATION RECOVERY (2005)
 KB0237
 KB0237'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0170 ***********************************************************************
 KB0170  DESIGNATION -  H 176
 KB0170  PID         -  KB0170
 KB0170  STATE/COUNTY-  IL/COLES
 KB0170  USGS QUAD   -  MATTOON EAST (1984)
 KB0170
 KB0170                         *CURRENT SURVEY CONTROL
 KB0170  ___________________________________________________________________
 KB0170* NAD 83(1986)-  39 28 51.     (N)    088 16 47.     (W)     SCALED    
 KB0170* NAVD 88     -       216.500  (meters)     710.30   (feet)  ADJUSTED  
 KB0170  ___________________________________________________________________
 KB0170  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0170  DYNAMIC HT  -         216.376 (meters)     709.89  (feet)  COMP
 KB0170  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 KB0170
 KB0170  VERT ORDER  -  SECOND    CLASS 0
 KB0170
 KB0170.This mark is at Coles Co Mem Airport (MTO)
 KB0170
 KB0170.The horizontal coordinates were scaled from a topographic map and have
 KB0170.an estimated accuracy of +/- 6 seconds.
 KB0170
 KB0170.The orthometric height was determined by differential leveling
 KB0170.and adjusted by the National Geodetic Survey in June 1991..
 KB0170
 KB0170.The geoid height was determined by GEOID03.
 KB0170
 KB0170.The dynamic height is computed by dividing the NAVD 88
 KB0170.geopotential number by the normal gravity value computed on the
 KB0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0170.degrees latitude (g = 980.6199 gals.).
 KB0170
 KB0170.The modeled gravity was interpolated from observed gravity values.
 KB0170
 KB0170;                    North         East    Units  Estimated Accuracy
 KB0170;SPC IL E     -   312,360.      304,610.      MT  (+/- 180 meters Scaled)
 KB0170
 KB0170                          SUPERSEDED SURVEY CONTROL
 KB0170
 KB0170  NGVD 29 (??/??/92)  216.561  (m)          710.50   (f) ADJ UNCH    2 0
 KB0170
 KB0170.Superseded values are not recommended for survey control.
 KB0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0170.See file dsdata.txt to determine how the superseded data were derived.
 KB0170
 KB0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ899709(NAD 83)
 KB0170_MARKER: DB = BENCH MARK DISK
 KB0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0170_SP_SET: GRANITE MONUMENT BASE
 KB0170_STAMPING: H 176 1956
 KB0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0170+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0170
 KB0170  HISTORY     - Date     Condition        Report By
 KB0170  HISTORY     - 1956     MONUMENTED       CGS
 KB0170  HISTORY     - 1973     GOOD             NGS
 KB0170  HISTORY     - 1980     GOOD             LOCSUR
 KB0170  HISTORY     - 20050228 GOOD             ILDT
 KB0170
 KB0170                          STATION DESCRIPTION
 KB0170
 KB0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0170'5.5 MI E FROM MATTOON.
 KB0170'ABOUT 3.55 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 KB0170'AND ST. LOUIS RAILWAY FROM THE STATION AT MATTOON, THENCE ABOUT
 KB0170'0.5 MILE SOUTH ALONG A PAVED ROAD LEADING TO LERNA, THENCE ABOUT
 KB0170'1.3 MILES EAST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.15 MILE
 KB0170'SOUTHEAST ALONG AIRPORT DRIVE TO COLES COUNTY AIRPORT, 34 FEET
 KB0170'WEST OF SOUTHWEST CORNER OF OFFICE AND HANGAR BUILDING, 1.3 FEET
 KB0170'WEST OF FLAG POLE, IN THE TOP OF CENTER OF EAST SIDE OF CONCRETE
 KB0170'BASE OF GRANITE MONUMENT WITH BRONZE TABLET COLES COUNTY MEMORIAL
 KB0170'AIRPORT, AND 4 INCHES ABOVE CONCRETE WALK.
 KB0170
 KB0170                          STATION RECOVERY (1973)
 KB0170
 KB0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0170'RECOVERED IN GOOD CONDITION.
 KB0170
 KB0170                          STATION RECOVERY (1980)
 KB0170
 KB0170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KB0170'RECOVERED IN GOOD CONDITION.
 KB0170
 KB0170                          STATION RECOVERY (2005)
 KB0170
 KB0170'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0032 ***********************************************************************
 KB0032  DESIGNATION -  H 177
 KB0032  PID         -  KB0032
 KB0032  STATE/COUNTY-  IL/COLES
 KB0032  USGS QUAD   -  ASHMORE (1982)
 KB0032
 KB0032                         *CURRENT SURVEY CONTROL
 KB0032  ___________________________________________________________________
 KB0032* NAD 83(1986)-  39 36 36.     (N)    088 05 23.     (W)     SCALED    
 KB0032* NAVD 88     -       201.186  (meters)     660.06   (feet)  ADJUSTED  
 KB0032  ___________________________________________________________________
 KB0032  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0032  DYNAMIC HT  -         201.076 (meters)     659.70  (feet)  COMP
 KB0032  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KB0032
 KB0032  VERT ORDER  -  FIRST     CLASS II
 KB0032
 KB0032.The horizontal coordinates were scaled from a topographic map and have
 KB0032.an estimated accuracy of +/- 6 seconds.
 KB0032
 KB0032.The orthometric height was determined by differential leveling
 KB0032.and adjusted by the National Geodetic Survey in June 1991..
 KB0032
 KB0032.The geoid height was determined by GEOID03.
 KB0032
 KB0032.The dynamic height is computed by dividing the NAVD 88
 KB0032.geopotential number by the normal gravity value computed on the
 KB0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0032.degrees latitude (g = 980.6199 gals.).
 KB0032
 KB0032.The modeled gravity was interpolated from observed gravity values.
 KB0032
 KB0032;                    North         East    Units  Estimated Accuracy
 KB0032;SPC IL E     -   326,730.      320,920.      MT  (+/- 180 meters Scaled)
 KB0032
 KB0032                          SUPERSEDED SURVEY CONTROL
 KB0032
 KB0032  NGVD 29 (??/??/92)  201.265  (m)          660.32   (f) ADJ UNCH    1 2
 KB0032
 KB0032.Superseded values are not recommended for survey control.
 KB0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0032.See file dsdata.txt to determine how the superseded data were derived.
 KB0032
 KB0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ064850(NAD 83)
 KB0032_MARKER: DB = BENCH MARK DISK
 KB0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0032_STAMPING: H 177 1956
 KB0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0032+STABILITY: SURFACE MOTION
 KB0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0032+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 KB0032
 KB0032  HISTORY     - Date     Condition        Report By
 KB0032  HISTORY     - 1956     MONUMENTED       CGS
 KB0032  HISTORY     - 1973     GOOD             ILHD
 KB0032  HISTORY     - 20050304 GOOD             ILDT
 KB0032
 KB0032                          STATION DESCRIPTION
 KB0032
 KB0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0032'4.8 MI SW FROM OAKLAND.
 KB0032'ABOUT 4.85 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0032'LOUIS RAILROAD FROM THE STATION AT OAKLAND, ABOUT 0.7 MILE
 KB0032'NORTHEAST OF MAIN NORTH-SOUTH ROAD CROSSING AT RARDIN, AT A
 KB0032'PRIVATE BLACK TOP DRIVE LEADING TO A FARM HOUSE ON NORTHWEST
 KB0032'SIDE OF TRACK, 22 FEET NORTHWEST OF NORTHWEST RAIL, 19 FEET EAST
 KB0032'OF CENTER LINE OF PRIVATE BLACK TOP DRIVE, 46 FEET NORTHWEST
 KB0032'AND ACROSS TRACK FROM TELEPHONE POLE NO. 308/16, 2 1/2 FEET
 KB0032'SOUTHWEST OF SOUTHWEST END OF A FENCE LINE, 32 FEET NORTHEAST
 KB0032'AND ACROSS ROAD FROM A CROSSING SIGN, 2 FEET SOUTHWEST OF A
 KB0032'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK
 KB0032'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0032
 KB0032                          STATION RECOVERY (1973)
 KB0032
 KB0032'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0032'RECOVERED IN GOOD CONDITION.
 KB0032
 KB0032                          STATION RECOVERY (2005)
 KB0032
 KB0032'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0032'TO REACH FROM THE INTERSECTION OF CR 2080E AND 1600N GO WEST ALONG
 KB0032'1600N +-0.15 MI TO A PRIVATE DRIVE THEN +-0.1 MI NORTH TO MARK ON THE
 KB0032'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1508 ***********************************************************************
 KA1508  DESIGNATION -  H 178
 KA1508  PID         -  KA1508
 KA1508  STATE/COUNTY-  IL/EDGAR
 KA1508  USGS QUAD   -  PARIS NORTH (1979)
 KA1508
 KA1508                         *CURRENT SURVEY CONTROL
 KA1508  ___________________________________________________________________
 KA1508* NAD 83(1986)-  39 39 07.     (N)    087 43 07.     (W)     SCALED    
 KA1508* NAVD 88     -       207.204  (meters)     679.80   (feet)  ADJUSTED  
 KA1508  ___________________________________________________________________
 KA1508  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KA1508  DYNAMIC HT  -         207.096 (meters)     679.45  (feet)  COMP
 KA1508  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 KA1508
 KA1508  VERT ORDER  -  FIRST     CLASS II
 KA1508
 KA1508.The horizontal coordinates were scaled from a topographic map and have
 KA1508.an estimated accuracy of +/- 6 seconds.
 KA1508
 KA1508.The orthometric height was determined by differential leveling
 KA1508.and adjusted by the National Geodetic Survey in June 1991..
 KA1508
 KA1508.The geoid height was determined by GEOID03.
 KA1508
 KA1508.The dynamic height is computed by dividing the NAVD 88
 KA1508.geopotential number by the normal gravity value computed on the
 KA1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1508.degrees latitude (g = 980.6199 gals.).
 KA1508
 KA1508.The modeled gravity was interpolated from observed gravity values.
 KA1508
 KA1508;                    North         East    Units  Estimated Accuracy
 KA1508;SPC IL E     -   331,540.      352,760.      MT  (+/- 180 meters Scaled)
 KA1508
 KA1508                          SUPERSEDED SURVEY CONTROL
 KA1508
 KA1508  NGVD 29 (??/??/92)  207.299  (m)          680.11   (f) ADJ UNCH    1 2
 KA1508
 KA1508.Superseded values are not recommended for survey control.
 KA1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1508.See file dsdata.txt to determine how the superseded data were derived.
 KA1508
 KA1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ383893(NAD 83)
 KA1508_MARKER: DB = BENCH MARK DISK
 KA1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1508_STAMPING: H 178 1956
 KA1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1508+STABILITY: SURFACE MOTION
 KA1508
 KA1508  HISTORY     - Date     Condition        Report By
 KA1508  HISTORY     - 1956     MONUMENTED       CGS
 KA1508
 KA1508                          STATION DESCRIPTION
 KA1508
 KA1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1508'3.6 MI NW FROM PARIS.
 KA1508'ABOUT 0.45 MILE WEST ALONG WEST COURT STREET FROM THE COURT
 KA1508'HOUSE AT PARIS, THENCE ABOUT 1.55 MILES NORTH ALONG THE NEW YORK
 KA1508'CENTRAL RAILROAD, THENCE ABOUT 1.6 MILES NORTHWEST AND NORTH ALONG
 KA1508'A BRICK SURFACED ROAD, AT MORRIS AIRPORT, IN SECTION 23, T.14 N.,
 KA1508'R.12 W., 7 FEET EAST OF SOUTHWEST CORNER OF HANGAR, 20 FEET WEST
 KA1508'OF SOUTHEAST CORNER OF HANGAR, 2 FEET SOUTH OF SOUTH FACE OF
 KA1508'HANGAR, ABOUT 44 YARDS NORTHWEST OF BENCH MARK J 178, AND SET IN
 KA1508'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0109 ***********************************************************************
 NG0109  DESIGNATION -  H 18
 NG0109  PID         -  NG0109
 NG0109  STATE/COUNTY-  IL/COOK
 NG0109  USGS QUAD   -  EVANSTON (1995)
 NG0109
 NG0109                         *CURRENT SURVEY CONTROL
 NG0109  ___________________________________________________________________
 NG0109* NAD 83(1986)-  42 01 10.     (N)    087 40 36.     (W)     SCALED    
 NG0109* NAVD 88     -       188.605  (meters)     618.78   (feet)  ADJUSTED  
 NG0109  ___________________________________________________________________
 NG0109  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NG0109  DYNAMIC HT  -         188.543 (meters)     618.58  (feet)  COMP
 NG0109  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 NG0109
 NG0109  VERT ORDER  -  FIRST     CLASS 0
 NG0109
 NG0109.The horizontal coordinates were scaled from a topographic map and have
 NG0109.an estimated accuracy of +/- 6 seconds.
 NG0109
 NG0109.The orthometric height was determined by differential leveling
 NG0109.and adjusted by the National Geodetic Survey in June 1991..
 NG0109
 NG0109.The geoid height was determined by GEOID03.
 NG0109
 NG0109.The dynamic height is computed by dividing the NAVD 88
 NG0109.geopotential number by the normal gravity value computed on the
 NG0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0109.degrees latitude (g = 980.6199 gals.).
 NG0109
 NG0109.The modeled gravity was interpolated from observed gravity values.
 NG0109
 NG0109;                    North         East    Units  Estimated Accuracy
 NG0109;SPC IL E     -   594,470.      354,390.      MT  (+/- 180 meters Scaled)
 NG0109
 NG0109                          SUPERSEDED SURVEY CONTROL
 NG0109
 NG0109  NGVD 29 (??/??/92)  188.694  (m)          619.07   (f) ADJ UNCH    1 0
 NG0109
 NG0109.Superseded values are not recommended for survey control.
 NG0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0109.See file dsdata.txt to determine how the superseded data were derived.
 NG0109
 NG0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM439521(NAD 83)
 NG0109_MARKER: DB = BENCH MARK DISK
 NG0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0109_SP_SET: ABUTMENT
 NG0109_STAMPING: H 18 1934
 NG0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0109
 NG0109  HISTORY     - Date     Condition        Report By
 NG0109  HISTORY     - 1934     MONUMENTED       CGS
 NG0109  HISTORY     - 1973     GOOD             NGS
 NG0109  HISTORY     - 1986     GOOD             USPSQD
 NG0109  HISTORY     - 19951119 GOOD             USPSQD
 NG0109
 NG0109                          STATION DESCRIPTION
 NG0109
 NG0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0109'1 MI S FROM EVANSTON.
 NG0109'1.0 MILE SOUTH SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NG0109'RAILWAY FROM THE MAIN STREET RAILWAY STATION AT EVANSTON, AT
 NG0109'THE HOWARD STREET UNDERPASS, 7.3 FEET EAST OF THE EAST RAIL OF
 NG0109'EAST TRACK, SET IN TOP OF EAST END OF THE NORTH CONCRETE ABUTMENT
 NG0109'1.0 FOOT NORTH EAST OF A PIPE RAILING 2 FEET BELOW THE LEVEL
 NG0109'OF THE TRACKS.  SEC 30, T 41 N, R 14 E.
 NG0109
 NG0109                          STATION RECOVERY (1986)
 NG0109
 NG0109'RECOVERY NOTE BY US POWER SQUADRON 1986 (GG)
 NG0109'RECOVERED IN GOOD CONDITION.
 NG0109
 NG0109                          STATION RECOVERY (1995)
 NG0109
 NG0109'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0546 ***********************************************************************
 KB0546  DESIGNATION -  H 18 AZ
 KB0546  PID         -  KB0546
 KB0546  STATE/COUNTY-  IL/MACON
 KB0546  USGS QUAD   -  FORSYTH (1975)
 KB0546
 KB0546                         *CURRENT SURVEY CONTROL
 KB0546  ___________________________________________________________________
 KB0546* NAD 83(1986)-  39 54 53.     (N)    088 56 52.     (W)     SCALED    
 KB0546* NAVD 88     -       205.248  (meters)     673.38   (feet)  ADJUSTED  
 KB0546  ___________________________________________________________________
 KB0546  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KB0546  DYNAMIC HT  -         205.141 (meters)     673.03  (feet)  COMP
 KB0546  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 KB0546
 KB0546  VERT ORDER  -  FIRST     CLASS I
 KB0546
 KB0546.The horizontal coordinates were scaled from a topographic map and have
 KB0546.an estimated accuracy of +/- 6 seconds.
 KB0546
 KB0546.The orthometric height was determined by differential leveling
 KB0546.and adjusted by the National Geodetic Survey in June 1991..
 KB0546.WARNING-Repeat measurements at this control monument indicate possible
 KB0546.vertical movement.
 KB0546
 KB0546.The geoid height was determined by GEOID03.
 KB0546
 KB0546.The dynamic height is computed by dividing the NAVD 88
 KB0546.geopotential number by the normal gravity value computed on the
 KB0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0546.degrees latitude (g = 980.6199 gals.).
 KB0546
 KB0546.The modeled gravity was interpolated from observed gravity values.
 KB0546
 KB0546;                    North         East    Units  Estimated Accuracy
 KB0546;SPC IL E     -   360,710.      247,470.      MT  (+/- 180 meters Scaled)
 KB0546
 KB0546                          SUPERSEDED SURVEY CONTROL
 KB0546
 KB0546  NGVD 29 (??/??/92)  205.330  (m)          673.65   (f) ADJ UNCH    1 1
 KB0546
 KB0546.Superseded values are not recommended for survey control.
 KB0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0546.See file dsdata.txt to determine how the superseded data were derived.
 KB0546
 KB0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335201(NAD 83)
 KB0546_MARKER: DD = SURVEY DISK
 KB0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0546_STAMPING: H 18 AZ
 KB0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0546+STABILITY: SURFACE MOTION
 KB0546
 KB0546  HISTORY     - Date     Condition        Report By
 KB0546  HISTORY     - UNK      MONUMENTED       ILHD
 KB0546  HISTORY     - 1969     GOOD             NGS
 KB0546  HISTORY     - 1975     POOR             ILDT
 KB0546
 KB0546                          STATION DESCRIPTION
 KB0546
 KB0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0546'4.8 MI N FROM DECATUR.
 KB0546'ABOUT 4.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0546'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 0.15 MILE
 KB0546'NORTH OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 0.15 MILE
 KB0546'SOUTH OF MILEPOST 757, 46 FEET SOUTHWEST OF THE CENTER OF A
 KB0546'CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 37 FEET WEST OF THE
 KB0546'WEST RAIL, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 23 1/2
 KB0546'FEET NORTHEAST OF A 30 INCH WILD CHERRY TREE, 9 1/2 FEET EAST OF
 KB0546'A FENCE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET IN
 KB0546'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 KB0546'SURFACE OF THE GROUND.  SEC 23, T 17 N, R 2 E.
 KB0546
 KB0546                          STATION RECOVERY (1975)
 KB0546
 KB0546'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0546'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0549 ***********************************************************************
 KB0549  DESIGNATION -  H 18 ILHD
 KB0549  PID         -  KB0549
 KB0549  STATE/COUNTY-  IL/MACON
 KB0549  USGS QUAD   -  FORSYTH (1975)
 KB0549
 KB0549                         *CURRENT SURVEY CONTROL
 KB0549  ___________________________________________________________________
 KB0549* NAD 83(1986)-  39 54 43.     (N)    088 56 50.     (W)     SCALED    
 KB0549* NAVD 88     -       205.930  (meters)     675.62   (feet)  ADJUSTED  
 KB0549  ___________________________________________________________________
 KB0549  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KB0549  DYNAMIC HT  -         205.822 (meters)     675.27  (feet)  COMP
 KB0549  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 KB0549
 KB0549  VERT ORDER  -  FIRST     CLASS I
 KB0549
 KB0549.The horizontal coordinates were scaled from a topographic map and have
 KB0549.an estimated accuracy of +/- 6 seconds.
 KB0549
 KB0549.The orthometric height was determined by differential leveling
 KB0549.and adjusted by the National Geodetic Survey in June 1991..
 KB0549.WARNING-Repeat measurements at this control monument indicate possible
 KB0549.vertical movement.
 KB0549
 KB0549.The geoid height was determined by GEOID03.
 KB0549
 KB0549.The dynamic height is computed by dividing the NAVD 88
 KB0549.geopotential number by the normal gravity value computed on the
 KB0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0549.degrees latitude (g = 980.6199 gals.).
 KB0549
 KB0549.The modeled gravity was interpolated from observed gravity values.
 KB0549
 KB0549;                    North         East    Units  Estimated Accuracy
 KB0549;SPC IL E     -   360,400.      247,510.      MT  (+/- 180 meters Scaled)
 KB0549
 KB0549                          SUPERSEDED SURVEY CONTROL
 KB0549
 KB0549  NGVD 29 (??/??/92)  206.013  (m)          675.89   (f) ADJ UNCH    1 1
 KB0549
 KB0549.Superseded values are not recommended for survey control.
 KB0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0549.See file dsdata.txt to determine how the superseded data were derived.
 KB0549
 KB0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335197(NAD 83)
 KB0549_MARKER: DD = SURVEY DISK
 KB0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0549_STAMPING: H 18
 KB0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0549+STABILITY: SURFACE MOTION
 KB0549
 KB0549  HISTORY     - Date     Condition        Report By
 KB0549  HISTORY     - UNK      MONUMENTED       ILHD
 KB0549  HISTORY     - 1969     GOOD             NGS
 KB0549
 KB0549                          STATION DESCRIPTION
 KB0549
 KB0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0549'4.6 MI N FROM DECATUR.
 KB0549'ABOUT 4.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0549'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 0.4 MILE
 KB0549'SOUTH OF MILEPOST 757, 0.1 MILE SOUTH OF A CROSSING OF THE
 KB0549'RAILROAD AND A PAVED ROAD, 32 1/2 FEET EAST OF THE EAST RAIL,
 KB0549'34 1/2 FEET SOUTH OF A TELEPHONE POLE, 90.8 FEET NORTH OF H 18
 KB0549'REF. 2 (ISHD), 0.8 FOOT EAST OF A METAL WITNESS POST, ABOUT 4 1/2
 KB0549'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 KB0549'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 KB0549'SEC 23, T 17 N, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0548 ***********************************************************************
 KB0548  DESIGNATION -  H 18 REF
 KB0548  PID         -  KB0548
 KB0548  STATE/COUNTY-  IL/MACON
 KB0548  USGS QUAD   -  FORSYTH (1975)
 KB0548
 KB0548                         *CURRENT SURVEY CONTROL
 KB0548  ___________________________________________________________________
 KB0548* NAD 83(1986)-  39 54 43.     (N)    088 56 50.     (W)     SCALED    
 KB0548* NAVD 88     -       204.218  (meters)     670.01   (feet)  ADJUSTED  
 KB0548  ___________________________________________________________________
 KB0548  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KB0548  DYNAMIC HT  -         204.111 (meters)     669.65  (feet)  COMP
 KB0548  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 KB0548
 KB0548  VERT ORDER  -  FIRST     CLASS I
 KB0548
 KB0548.The horizontal coordinates were scaled from a topographic map and have
 KB0548.an estimated accuracy of +/- 6 seconds.
 KB0548
 KB0548.The orthometric height was determined by differential leveling
 KB0548.and adjusted by the National Geodetic Survey in June 1991..
 KB0548
 KB0548.The geoid height was determined by GEOID03.
 KB0548
 KB0548.The dynamic height is computed by dividing the NAVD 88
 KB0548.geopotential number by the normal gravity value computed on the
 KB0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0548.degrees latitude (g = 980.6199 gals.).
 KB0548
 KB0548.The modeled gravity was interpolated from observed gravity values.
 KB0548
 KB0548;                    North         East    Units  Estimated Accuracy
 KB0548;SPC IL E     -   360,400.      247,510.      MT  (+/- 180 meters Scaled)
 KB0548
 KB0548                          SUPERSEDED SURVEY CONTROL
 KB0548
 KB0548  NGVD 29 (??/??/92)  204.299  (m)          670.27   (f) ADJ UNCH    1 1
 KB0548
 KB0548.Superseded values are not recommended for survey control.
 KB0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0548.See file dsdata.txt to determine how the superseded data were derived.
 KB0548
 KB0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335197(NAD 83)
 KB0548_MARKER: DD = SURVEY DISK
 KB0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0548_STAMPING: H 18 REF 1
 KB0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0548+STABILITY: SURFACE MOTION
 KB0548
 KB0548  HISTORY     - Date     Condition        Report By
 KB0548  HISTORY     - UNK      MONUMENTED       ILHD
 KB0548  HISTORY     - 1969     GOOD             NGS
 KB0548
 KB0548                          STATION DESCRIPTION
 KB0548
 KB0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0548'4.6 MI N FROM DECATUR.
 KB0548'ABOUT 4.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0548'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 0.4 MILE
 KB0548'SOUTH OF MILEPOST 757, 102 YARDS SOUTH OF THE CENTER OF A
 KB0548'CROSSING OF THE RAILROAD AND A PAVED ROAD, 37 1/2 FEET EAST OF
 KB0548'THE EAST RAIL, 4 1/2 FEET SOUTH OF A TELEPHONE POLE, 150.2 FEET
 KB0548'NORTH OF TRIANGULATION STATION H 18, ABOUT 1 FOOT BELOW THE LEVEL
 KB0548'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 KB0548'LEVEL WITH THE SURFACE OF THE GROUND.  SEC 23, T 17 N, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0550 ***********************************************************************
 KB0550  DESIGNATION -  H 18 RM 2 ILHD
 KB0550  PID         -  KB0550
 KB0550  STATE/COUNTY-  IL/MACON
 KB0550  USGS QUAD   -  FORSYTH (1975)
 KB0550
 KB0550                         *CURRENT SURVEY CONTROL
 KB0550  ___________________________________________________________________
 KB0550* NAD 83(1986)-  39 54 43.     (N)    088 56 50.     (W)     SCALED    
 KB0550* NAVD 88     -       206.426  (meters)     677.25   (feet)  ADJUSTED  
 KB0550  ___________________________________________________________________
 KB0550  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KB0550  DYNAMIC HT  -         206.318 (meters)     676.89  (feet)  COMP
 KB0550  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 KB0550
 KB0550  VERT ORDER  -  FIRST     CLASS I
 KB0550
 KB0550.The horizontal coordinates were scaled from a topographic map and have
 KB0550.an estimated accuracy of +/- 6 seconds.
 KB0550
 KB0550.The orthometric height was determined by differential leveling
 KB0550.and adjusted by the National Geodetic Survey in June 1991..
 KB0550
 KB0550.The geoid height was determined by GEOID03.
 KB0550
 KB0550.The dynamic height is computed by dividing the NAVD 88
 KB0550.geopotential number by the normal gravity value computed on the
 KB0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0550.degrees latitude (g = 980.6199 gals.).
 KB0550
 KB0550.The modeled gravity was interpolated from observed gravity values.
 KB0550
 KB0550;                    North         East    Units  Estimated Accuracy
 KB0550;SPC IL E     -   360,400.      247,510.      MT  (+/- 180 meters Scaled)
 KB0550
 KB0550                          SUPERSEDED SURVEY CONTROL
 KB0550
 KB0550  NGVD 29 (??/??/92)  206.508  (m)          677.52   (f) ADJ UNCH    1 1
 KB0550
 KB0550.Superseded values are not recommended for survey control.
 KB0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0550.See file dsdata.txt to determine how the superseded data were derived.
 KB0550
 KB0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335197(NAD 83)
 KB0550_MARKER: DD = SURVEY DISK
 KB0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0550_STAMPING: H 18 REF 2
 KB0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0550+STABILITY: SURFACE MOTION
 KB0550
 KB0550  HISTORY     - Date     Condition        Report By
 KB0550  HISTORY     - UNK      MONUMENTED       ILHD
 KB0550  HISTORY     - 1969     GOOD             NGS
 KB0550
 KB0550                          STATION DESCRIPTION
 KB0550
 KB0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0550'4.6 MI N FROM DECATUR.
 KB0550'ABOUT 4.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0550'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 0.4 MILE
 KB0550'SOUTH OF MILEPOST 757, 0.1 MILE SOUTH OF A CROSSING OF THE
 KB0550'RAILROAD AND A PAVED ROAD, 38 FEET EAST OF THE EAST RAIL, 6 1/2
 KB0550'FEET NORTH OF A TELEPHONE POLE, 90.8 FEET SOUTH OF TRIANGULATION
 KB0550'STATION H 18 (ISHD), ABOUT 8 FEET ABOVE THE LEVEL OF THE TRACK,
 KB0550'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 KB0550'ABOVE THE SURFACE OF THE GROUND.  SEC 23, T 17 N, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1318 ***********************************************************************
 KA1318  DESIGNATION -  H 182
 KA1318  PID         -  KA1318
 KA1318  STATE/COUNTY-  IL/CRAWFORD
 KA1318  USGS QUAD   -  HUTSONVILLE (1987)
 KA1318
 KA1318                         *CURRENT SURVEY CONTROL
 KA1318  ___________________________________________________________________
 KA1318* NAD 83(1986)-  39 05 19.     (N)    087 37 46.     (W)     SCALED    
 KA1318* NAVD 88     -       137.810  (meters)     452.13   (feet)  ADJUSTED  
 KA1318  ___________________________________________________________________
 KA1318  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KA1318  DYNAMIC HT  -         137.729 (meters)     451.87  (feet)  COMP
 KA1318  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 KA1318
 KA1318  VERT ORDER  -  FIRST     CLASS II
 KA1318
 KA1318.The horizontal coordinates were scaled from a topographic map and have
 KA1318.an estimated accuracy of +/- 6 seconds.
 KA1318
 KA1318.The orthometric height was determined by differential leveling
 KA1318.and adjusted by the National Geodetic Survey in June 1991..
 KA1318
 KA1318.The geoid height was determined by GEOID03.
 KA1318
 KA1318.The dynamic height is computed by dividing the NAVD 88
 KA1318.geopotential number by the normal gravity value computed on the
 KA1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1318.degrees latitude (g = 980.6199 gals.).
 KA1318
 KA1318.The modeled gravity was interpolated from observed gravity values.
 KA1318
 KA1318;                    North         East    Units  Estimated Accuracy
 KA1318;SPC IL E     -   269,050.      360,900.      MT  (+/- 180 meters Scaled)
 KA1318
 KA1318                          SUPERSEDED SURVEY CONTROL
 KA1318
 KA1318  NGVD 29 (??/??/92)  137.939  (m)          452.55   (f) ADJ UNCH    1 2
 KA1318
 KA1318.Superseded values are not recommended for survey control.
 KA1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1318.See file dsdata.txt to determine how the superseded data were derived.
 KA1318
 KA1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ455267(NAD 83)
 KA1318_MARKER: DB = BENCH MARK DISK
 KA1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1318_STAMPING: H 182 1956
 KA1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1318+STABILITY: SURFACE MOTION
 KA1318
 KA1318  HISTORY     - Date     Condition        Report By
 KA1318  HISTORY     - 1956     MONUMENTED       CGS
 KA1318
 KA1318                          STATION DESCRIPTION
 KA1318
 KA1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1318'2.2 MI SE FROM HUTSONVILLE.
 KA1318'2.15 MILES SOUTHEAST ALONG LINCOLN NATIONAL MEMORIAL HIGHWAY
 KA1318'FROM THE SCHOOL AT HUTSONVILLE, ABOUT 0.25 MILE NORTH OF A
 KA1318'CROSSROAD, ABOUT 0.35 MILE SOUTH OF A CURVE IN HIGHWAY WITH
 KA1318'TANGENTS EXTENDING NORTHWEST AND SOUTH, 29 FEET EAST OF CENTER
 KA1318'LINE OF HIGHWAY, 74 FEET EAST AND ACROSS HIGHWAY FROM R.E.A.
 KA1318'POWER POLE NO. M-9 /37, 38 FEET NORTH AND ACROSS A FARM ROAD EAST
 KA1318'FROM A LONE 12-INCH BLACK LOCUST TREE, 24 FEET NORTH OF CENTER
 KA1318'LINE OF FARM ROAD EAST, 2 1/2 FEET SOUTH OF A WHITE WOODEN
 KA1318'WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN
 KA1318'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1289 ***********************************************************************
 KA1289  DESIGNATION -  H 183
 KA1289  PID         -  KA1289
 KA1289  STATE/COUNTY-  IL/CLARK
 KA1289  USGS QUAD   -  FAIRBANKS (1977)
 KA1289
 KA1289                         *CURRENT SURVEY CONTROL
 KA1289  ___________________________________________________________________
 KA1289* NAD 83(1986)-  39 14 40.     (N)    087 35 51.     (W)     SCALED    
 KA1289* NAVD 88     -       138.960  (meters)     455.90   (feet)  ADJUSTED  
 KA1289  ___________________________________________________________________
 KA1289  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KA1289  DYNAMIC HT  -         138.880 (meters)     455.64  (feet)  COMP
 KA1289  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 KA1289
 KA1289  VERT ORDER  -  FIRST     CLASS II
 KA1289
 KA1289.The horizontal coordinates were scaled from a topographic map and have
 KA1289.an estimated accuracy of +/- 6 seconds.
 KA1289
 KA1289.The orthometric height was determined by differential leveling
 KA1289.and adjusted by the National Geodetic Survey in June 1991..
 KA1289
 KA1289.The geoid height was determined by GEOID03.
 KA1289
 KA1289.The dynamic height is computed by dividing the NAVD 88
 KA1289.geopotential number by the normal gravity value computed on the
 KA1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1289.degrees latitude (g = 980.6199 gals.).
 KA1289
 KA1289.The modeled gravity was interpolated from observed gravity values.
 KA1289
 KA1289;                    North         East    Units  Estimated Accuracy
 KA1289;SPC IL E     -   286,370.      363,520.      MT  (+/- 180 meters Scaled)
 KA1289
 KA1289                          SUPERSEDED SURVEY CONTROL
 KA1289
 KA1289  NGVD 29 (??/??/92)  139.076  (m)          456.29   (f) ADJ UNCH    1 2
 KA1289
 KA1289.Superseded values are not recommended for survey control.
 KA1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1289.See file dsdata.txt to determine how the superseded data were derived.
 KA1289
 KA1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ484440(NAD 83)
 KA1289_MARKER: DB = BENCH MARK DISK
 KA1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1289_STAMPING: H 183 1956
 KA1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1289+STABILITY: SURFACE MOTION
 KA1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1289+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 KA1289
 KA1289  HISTORY     - Date     Condition        Report By
 KA1289  HISTORY     - 1956     MONUMENTED       CGS
 KA1289  HISTORY     - 19950803 MARK NOT FOUND   USPSQD
 KA1289  HISTORY     - 20050210 GOOD             ILDT
 KA1289
 KA1289                          STATION DESCRIPTION
 KA1289
 KA1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1289'3.1 MI S FROM DARWIN.
 KA1289'3.1 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 KA1289'CEMETERY AT DARWIN, AT AN EAST-WEST CROSSROAD, 20 FEET EAST OF
 KA1289'CENTER LINE OF NORTH-SOUTH ROAD, 25 FEET NORTH OF CENTER LINE OF
 KA1289'EAST-WEST ROAD, 33 FEET NORTHEAST OF CENTER OF INTERSECTION, 88
 KA1289'FEET NORTHWEST AND ACROSS EAST-WEST ROAD FROM THE NORTHWEST CORNER
 KA1289'OF A WHITE FRAME HOUSE, 3 1/2 FEET NORTHEAST OF A POWER POLE,
 KA1289'1 1/2 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 2 FEET NORTHWEST OF
 KA1289'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 KA1289'NORTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KA1289
 KA1289                          STATION RECOVERY (1995)
 KA1289
 KA1289'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1289'MARK NOT FOUND.
 KA1289
 KA1289                          STATION RECOVERY (2005)
 KA1289
 KA1289'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1455 ***********************************************************************
 KA1455  DESIGNATION -  H 184
 KA1455  PID         -  KA1455
 KA1455  STATE/COUNTY-  IL/EDGAR
 KA1455  USGS QUAD   -  HUME (1982)
 KA1455
 KA1455                         *CURRENT SURVEY CONTROL
 KA1455  ___________________________________________________________________
 KA1455* NAD 83(1986)-  39 51 04.     (N)    087 51 39.     (W)     SCALED    
 KA1455* NAVD 88     -       208.577  (meters)     684.31   (feet)  ADJUSTED  
 KA1455  ___________________________________________________________________
 KA1455  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KA1455  DYNAMIC HT  -         208.467 (meters)     683.95  (feet)  COMP
 KA1455  MODELED GRAV-     980,097.9   (mgal)                       NAVD 88
 KA1455
 KA1455  VERT ORDER  -  FIRST     CLASS II
 KA1455
 KA1455.The horizontal coordinates were scaled from a topographic map and have
 KA1455.an estimated accuracy of +/- 6 seconds.
 KA1455
 KA1455.The orthometric height was determined by differential leveling
 KA1455.and adjusted by the National Geodetic Survey in June 1991..
 KA1455
 KA1455.The geoid height was determined by GEOID03.
 KA1455
 KA1455.The dynamic height is computed by dividing the NAVD 88
 KA1455.geopotential number by the normal gravity value computed on the
 KA1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1455.degrees latitude (g = 980.6199 gals.).
 KA1455
 KA1455.The modeled gravity was interpolated from observed gravity values.
 KA1455
 KA1455;                    North         East    Units  Estimated Accuracy
 KA1455;SPC IL E     -   353,580.      340,440.      MT  (+/- 180 meters Scaled)
 KA1455
 KA1455                          SUPERSEDED SURVEY CONTROL
 KA1455
 KA1455  NGVD 29 (??/??/92)  208.643  (m)          684.52   (f) ADJ UNCH    1 2
 KA1455
 KA1455.Superseded values are not recommended for survey control.
 KA1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1455.See file dsdata.txt to determine how the superseded data were derived.
 KA1455
 KA1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK263115(NAD 83)
 KA1455_MARKER: DB = BENCH MARK DISK
 KA1455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1455_SP_SET: 39 FEET
 KA1455_STAMPING: H 184 1956
 KA1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1455
 KA1455  HISTORY     - Date     Condition        Report By
 KA1455  HISTORY     - 1956     MONUMENTED       CGS
 KA1455  HISTORY     - 1982     POOR             ILDT
 KA1455
 KA1455                          STATION DESCRIPTION
 KA1455
 KA1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1455'4 MI N FROM HUME.
 KA1455'ABOUT 0.35 MILE EAST ALONG A BLACK TOP STREET FROM THE WATER TOWER
 KA1455'AT HUME, THENCE ABOUT 3.6 MILES NORTH ALONG A GRAVEL ROAD, AT
 KA1455'A CROSS ROAD, NEAR THE SOUTHWEST CORNER OF SECTION 8, T.16 N.,
 KA1455'R.13 W., 20 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 60 FEET
 KA1455'NORTH-NORTHEAST OF CENTER OF INTERSECTION, 58 FEET NORTH OF CENTER
 KA1455'LINE OF ROAD EAST, 57 1/2 FEET NORTHEAST AND ACROSS NORTH-SOUTH
 KA1455'ROAD FROM THE NORTHEAST END OF NORTHEAST WING WALL OF A 3-FOOT
 KA1455'CONCRETE BOX CULVERT UNDER THE ROAD LEADING WEST, 36 FEET NORTH
 KA1455'OF A FENCE CORNER, 35 FEET NORTH OF A TELEPHONE POLE, 3/4 FEET
 KA1455'WEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN
 KA1455'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND IS A DISK
 KA1455'ON COPPER-COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY
 KA1455'A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO
 KA1455'REFUSAL AT A DEPTH OF 39 FEET 4 INCHES.
 KA1455
 KA1455                          STATION RECOVERY (1982)
 KA1455
 KA1455'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1982
 KA1455'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0032 ***********************************************************************
 NH0032  DESIGNATION -  H 19
 NH0032  PID         -  NH0032
 NH0032  STATE/COUNTY-  IL/KANE
 NH0032  USGS QUAD   -  ELGIN (1992)
 NH0032
 NH0032                         *CURRENT SURVEY CONTROL
 NH0032  ___________________________________________________________________
 NH0032* NAD 83(1986)-  42 00 10.     (N)    088 17 48.     (W)     SCALED    
 NH0032* NAVD 88     -       217.886  (meters)     714.85   (feet)  ADJUSTED  
 NH0032  ___________________________________________________________________
 NH0032  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NH0032  DYNAMIC HT  -         217.812 (meters)     714.60  (feet)  COMP
 NH0032  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 NH0032
 NH0032  VERT ORDER  -  SECOND    CLASS 0
 NH0032
 NH0032.The horizontal coordinates were scaled from a topographic map and have
 NH0032.an estimated accuracy of +/- 6 seconds.
 NH0032
 NH0032.The orthometric height was determined by differential leveling
 NH0032.and adjusted by the National Geodetic Survey in June 1991..
 NH0032
 NH0032.The geoid height was determined by GEOID03.
 NH0032
 NH0032.The dynamic height is computed by dividing the NAVD 88
 NH0032.geopotential number by the normal gravity value computed on the
 NH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0032.degrees latitude (g = 980.6199 gals.).
 NH0032
 NH0032.The modeled gravity was interpolated from observed gravity values.
 NH0032
 NH0032;                    North         East    Units  Estimated Accuracy
 NH0032;SPC IL E     -   592,410.      303,040.      MT  (+/- 180 meters Scaled)
 NH0032
 NH0032                          SUPERSEDED SURVEY CONTROL
 NH0032
 NH0032  NGVD 29 (??/??/92)  217.964  (m)          715.10   (f) ADJ UNCH    2 0
 NH0032
 NH0032.Superseded values are not recommended for survey control.
 NH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0032.See file dsdata.txt to determine how the superseded data were derived.
 NH0032
 NH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM926508(NAD 83)
 NH0032_MARKER: DB = BENCH MARK DISK
 NH0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0032_SP_SET: CULVERT
 NH0032_STAMPING: H 19 1934
 NH0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0032
 NH0032  HISTORY     - Date     Condition        Report By
 NH0032  HISTORY     - 1934     MONUMENTED       CGS
 NH0032  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH0032
 NH0032                          STATION DESCRIPTION
 NH0032
 NH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NH0032'2.8 MI S FROM ELGIN.
 NH0032'2.8 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE CITY HALL AT
 NH0032'ELGIN, KANE COUNTY, AT A 16-INCH CONCRETE CULVERT, IN THE CENTER
 NH0032'OF THE TOP OF THE NORTHWEST HEADWALL, 16 FEET NORTHWEST OF THE
 NH0032'CENTERLINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE
 NH0032'ROADWAY.  A STANDARD DISK, STAMPED H 19 1934.
 NH0032
 NH0032                          STATION RECOVERY (1998)
 NH0032
 NH0032'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0291 ***********************************************************************
 MG0291  DESIGNATION -  H 190
 MG0291  PID         -  MG0291
 MG0291  STATE/COUNTY-  IL/HENRY
 MG0291  USGS QUAD   -  ATKINSON (1991)
 MG0291
 MG0291                         *CURRENT SURVEY CONTROL
 MG0291  ___________________________________________________________________
 MG0291* NAD 83(1986)-  41 25 04.     (N)    090 06 20.     (W)     SCALED    
 MG0291* NAVD 88     -       192.974  (meters)     633.12   (feet)  ADJUSTED  
 MG0291  ___________________________________________________________________
 MG0291  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MG0291  DYNAMIC HT  -         192.897 (meters)     632.86  (feet)  COMP
 MG0291  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 MG0291
 MG0291  VERT ORDER  -  SECOND    CLASS 0
 MG0291
 MG0291.The horizontal coordinates were scaled from a topographic map and have
 MG0291.an estimated accuracy of +/- 6 seconds.
 MG0291
 MG0291.The orthometric height was determined by differential leveling
 MG0291.and adjusted by the National Geodetic Survey in June 1991..
 MG0291
 MG0291.The geoid height was determined by GEOID03.
 MG0291
 MG0291.The dynamic height is computed by dividing the NAVD 88
 MG0291.geopotential number by the normal gravity value computed on the
 MG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0291.degrees latitude (g = 980.6199 gals.).
 MG0291
 MG0291.The modeled gravity was interpolated from observed gravity values.
 MG0291
 MG0291;                    North         East    Units  Estimated Accuracy
 MG0291;SPC IL W     -   527,420.      705,110.      MT  (+/- 180 meters Scaled)
 MG0291
 MG0291                          SUPERSEDED SURVEY CONTROL
 MG0291
 MG0291  NGVD 29 (??/??/92)  193.050  (m)          633.36   (f) ADJ UNCH    2 0
 MG0291
 MG0291.Superseded values are not recommended for survey control.
 MG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0291.See file dsdata.txt to determine how the superseded data were derived.
 MG0291
 MG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF418891(NAD 83)
 MG0291_MARKER: DB = BENCH MARK DISK
 MG0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0291_SP_SET: BRIDGE
 MG0291_STAMPING: H 190 1959
 MG0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0291+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0291
 MG0291  HISTORY     - Date     Condition        Report By
 MG0291  HISTORY     - 1959     MONUMENTED       CGS
 MG0291  HISTORY     - 19960809 GOOD             USPSQD
 MG0291  HISTORY     - 20010919 GOOD             USPSQD
 MG0291
 MG0291                          STATION DESCRIPTION
 MG0291
 MG0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0291'5.4 MI E FROM GENESEO.
 MG0291'THE MARK MAY ALSO BE REACHED FROM GENESEO BY GOING EAST FOR
 MG0291'2.65 MILES ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 MG0291'HIGHWAY 82 IN THE SOUTHERN PART OF GENESEO, THENCE 0.5 MILES
 MG0291'SOUTH ALONG BLACKTOP ROAD.  NOTE-- ABOUT 2.0 MILES SOUTH ALONG
 MG0291'STATE HIGHWAY 82 FROM ITS JUNCTION WITH U.S. HIGHWAY 6 IN THE
 MG0291'SOUTHERN PART OF GENESEO, THENCE 2.9 MILES EAST ALONG BLACKTOP
 MG0291'ROAD, THENCE 0.45 MILES NORTH ALONG BLACKTOP ROAD, SET IN THE
 MG0291'TOP OF THE SOUTHWEST END OF THE NORTHEAST WINGWALL OF A 26-FOOT
 MG0291'CONCRETE BRIDGE, 10 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT
 MG0291'1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
 MG0291
 MG0291                          STATION RECOVERY (1996)
 MG0291
 MG0291'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0291'RECOVERED IN GOOD CONDITION.
 MG0291
 MG0291                          STATION RECOVERY (2001)
 MG0291
 MG0291'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1008 ***********************************************************************
 MF1008  DESIGNATION -  H 191 RESET 1962
 MF1008  PID         -  MF1008
 MF1008  STATE/COUNTY-  IL/BUREAU
 MF1008  USGS QUAD   -  MINERAL (1983)
 MF1008
 MF1008                         *CURRENT SURVEY CONTROL
 MF1008  ___________________________________________________________________
 MF1008* NAD 83(1986)-  41 23 12.     (N)    089 45 58.     (W)     SCALED    
 MF1008* NAVD 88     -       195.59   (meters)     641.7    (feet)  RESET     
 MF1008  ___________________________________________________________________
 MF1008  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1008
 MF1008  VERT ORDER  -  THIRD
 MF1008
 MF1008.The horizontal coordinates were scaled from a topographic map and have
 MF1008.an estimated accuracy of +/- 6 seconds.
 MF1008
 MF1008.The orthometric height was computed from unverified reset data.
 MF1008
 MF1008.The geoid height was determined by GEOID03.
 MF1008
 MF1008;                    North         East    Units  Estimated Accuracy
 MF1008;SPC IL W     -   524,040.      733,500.      MT  (+/- 180 meters Scaled)
 MF1008
 MF1008                          SUPERSEDED SURVEY CONTROL
 MF1008
 MF1008.No superseded survey control is available for this station.
 MF1008
 MF1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL687853(NAD 83)
 MF1008_MARKER: DD = SURVEY DISK
 MF1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1008_STAMPING: H 191 RESET 1962
 MF1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1008+STABILITY: SURFACE MOTION
 MF1008
 MF1008  HISTORY     - Date     Condition        Report By
 MF1008  HISTORY     - 1962     MONUMENTED       ILHD
 MF1008  HISTORY     - 1964     GOOD             NGS
 MF1008
 MF1008                          STATION DESCRIPTION
 MF1008
 MF1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MF1008'2.8 MI NW FROM SHEFFIELD.
 MF1008'ABOUT 0.75 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1008'ROCK ISLAND, AND PACIFIC RAILWAY STATION AT SHEFFIELD, THENCE 2.05
 MF1008'MILES NORTH ALONG GRAVEL ROAD, ACROSS BRIDGE OVER 4-LANE CONCRETE
 MF1008'PAVEMENT, APPROXIMATELY 40 FEET NORTH OF NORTH ABUTMENT OF BRIDGE,
 MF1008'123 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 24 FEET NORTH
 MF1008'OF THE CENTERLINE OF A GRAVEL ROAD WEST, 3 FEET SOUTHWEST OF
 MF1008'FENCE CORNER, 1.5 FEET SOUTH OF FENCE LINE, 2 FEET SOUTHEAST OF
 MF1008'A METAL WITNESS POST, AND SET IN THE TOP OF A CONCETE POST
 MF1008'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0924 ***********************************************************************
 MF0924  DESIGNATION -  H 192
 MF0924  PID         -  MF0924
 MF0924  STATE/COUNTY-  IL/BUREAU
 MF0924  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0924
 MF0924                         *CURRENT SURVEY CONTROL
 MF0924  ___________________________________________________________________
 MF0924* NAD 83(1986)-  41 23 48.     (N)    089 27 01.     (W)     SCALED    
 MF0924* NAVD 88     -       214.368  (meters)     703.31   (feet)  ADJUSTED  
 MF0924  ___________________________________________________________________
 MF0924  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF0924  DYNAMIC HT  -         214.280 (meters)     703.02  (feet)  COMP
 MF0924  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 MF0924
 MF0924  VERT ORDER  -  SECOND    CLASS 0
 MF0924
 MF0924.The horizontal coordinates were scaled from a topographic map and have
 MF0924.an estimated accuracy of +/- 6 seconds.
 MF0924
 MF0924.The orthometric height was determined by differential leveling
 MF0924.and adjusted by the National Geodetic Survey in June 1991..
 MF0924
 MF0924.The geoid height was determined by GEOID03.
 MF0924
 MF0924.The dynamic height is computed by dividing the NAVD 88
 MF0924.geopotential number by the normal gravity value computed on the
 MF0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0924.degrees latitude (g = 980.6199 gals.).
 MF0924
 MF0924.The modeled gravity was interpolated from observed gravity values.
 MF0924
 MF0924;                    North         East    Units  Estimated Accuracy
 MF0924;SPC IL W     -   525,320.      759,910.      MT  (+/- 180 meters Scaled)
 MF0924
 MF0924                          SUPERSEDED SURVEY CONTROL
 MF0924
 MF0924  NGVD 29 (??/??/92)  214.444  (m)          703.55   (f) ADJ UNCH    2 0
 MF0924
 MF0924.Superseded values are not recommended for survey control.
 MF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0924.See file dsdata.txt to determine how the superseded data were derived.
 MF0924
 MF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL951856(NAD 83)
 MF0924_MARKER: DB = BENCH MARK DISK
 MF0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0924_STAMPING: H 192 1959
 MF0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0924+STABILITY: SURFACE MOTION
 MF0924
 MF0924  HISTORY     - Date     Condition        Report By
 MF0924  HISTORY     - 1959     MONUMENTED       CGS
 MF0924  HISTORY     - 19960416 GOOD             USPSQD
 MF0924  HISTORY     - 20010425 GOOD             USPSQD
 MF0924  HISTORY     - 20051005 GOOD             USPSQD
 MF0924
 MF0924                          STATION DESCRIPTION
 MF0924
 MF0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0924'2.5 MI NE FROM PRINCETON.
 MF0924'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 MF0924'AT PRINCETON, THENCE 0.8 MILES EAST ALONG A GRAVEL ROAD, THENCE
 MF0924'0.25 MILES NORTH ALONG A GRAVEL ROAD, AT A FENCE CORNER EAST OF THE
 MF0924'ROAD, 29 FEET EAST OF THE CENTERLINE OF THE ROAD, 5 FEET NORTH OF
 MF0924'A TELEPHONE POLE, 2 FEET WEST OF FENCE LINE, 3 FEET NORTHWEST OF A
 MF0924'FENCE CORNER, 4.0 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 MF0924'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 MF0924'PROJECTING 2 INCHES.
 MF0924
 MF0924                          STATION RECOVERY (1996)
 MF0924
 MF0924'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0924'RECOVERED IN GOOD CONDITION.
 MF0924
 MF0924                          STATION RECOVERY (2001)
 MF0924
 MF0924'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0924'RECOVERED IN GOOD CONDITION.
 MF0924
 MF0924                          STATION RECOVERY (2005)
 MF0924
 MF0924'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0906 ***********************************************************************
 MF0906  DESIGNATION -  H 193
 MF0906  PID         -  MF0906
 MF0906  STATE/COUNTY-  IL/BUREAU
 MF0906  USGS QUAD   -  MALDEN (1966)
 MF0906
 MF0906                         *CURRENT SURVEY CONTROL
 MF0906  ___________________________________________________________________
 MF0906* NAD 83(1986)-  41 23 26.     (N)    089 15 30.     (W)     SCALED    
 MF0906* NAVD 88     -       198.277  (meters)     650.51   (feet)  ADJUSTED  
 MF0906  ___________________________________________________________________
 MF0906  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0906  DYNAMIC HT  -         198.198 (meters)     650.25  (feet)  COMP
 MF0906  MODELED GRAV-     980,220.6   (mgal)                       NAVD 88
 MF0906
 MF0906  VERT ORDER  -  SECOND    CLASS 0
 MF0906
 MF0906.The horizontal coordinates were scaled from a topographic map and have
 MF0906.an estimated accuracy of +/- 6 seconds.
 MF0906
 MF0906.The orthometric height was determined by differential leveling
 MF0906.and adjusted by the National Geodetic Survey in June 1991..
 MF0906
 MF0906.The geoid height was determined by GEOID03.
 MF0906
 MF0906.The dynamic height is computed by dividing the NAVD 88
 MF0906.geopotential number by the normal gravity value computed on the
 MF0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0906.degrees latitude (g = 980.6199 gals.).
 MF0906
 MF0906.The modeled gravity was interpolated from observed gravity values.
 MF0906
 MF0906;                    North         East    Units  Estimated Accuracy
 MF0906;SPC IL W     -   524,800.      775,970.      MT  (+/- 180 meters Scaled)
 MF0906
 MF0906                          SUPERSEDED SURVEY CONTROL
 MF0906
 MF0906  NGVD 29 (??/??/92)  198.355  (m)          650.77   (f) ADJ UNCH    2 0
 MF0906
 MF0906.Superseded values are not recommended for survey control.
 MF0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0906.See file dsdata.txt to determine how the superseded data were derived.
 MF0906
 MF0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL111845(NAD 83)
 MF0906_MARKER: DB = BENCH MARK DISK
 MF0906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0906_SP_SET: CULVERT
 MF0906_STAMPING: H 193 1959
 MF0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0906
 MF0906  HISTORY     - Date     Condition        Report By
 MF0906  HISTORY     - 1959     MONUMENTED       CGS
 MF0906  HISTORY     - 19960330 GOOD             USPSQD
 MF0906  HISTORY     - 20010601 GOOD             USPSQD
 MF0906  HISTORY     - 20050825 GOOD             USPSQD
 MF0906
 MF0906                          STATION DESCRIPTION
 MF0906
 MF0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0906'7.1 MI NW FROM SPRING VALLEY.
 MF0906'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0906'STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 1.15 MILES NORTH ALONG
 MF0906'A GRAVEL ROAD, THENCE 0.95 MILES WEST ALONG A GRAVEL ROAD, THENCE
 MF0906'0.8 MILES NORTH ALONG A GRAVEL ROAD, SET IN THE TOP OF THE NORTH
 MF0906'END OF THE WEST HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 165 FEET
 MF0906'SOUTH OF THE CENTER LINE OF A DRIVE TO FARM HOUSE, 97 FEET SOUTH
 MF0906'OF A LONE 36-INCH MAPLE TREE, 17 FEET WEST OF THE CENTER LINE
 MF0906'OF THE ROAD, ABOUT LEVEL WITH THE ROAD.
 MF0906
 MF0906                          STATION RECOVERY (1996)
 MF0906
 MF0906'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0906'RECOVERED IN GOOD CONDITION.
 MF0906
 MF0906                          STATION RECOVERY (2001)
 MF0906
 MF0906'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0906'RECOVERED IN GOOD CONDITION.
 MF0906
 MF0906                          STATION RECOVERY (2005)
 MF0906
 MF0906'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0157 ***********************************************************************
 MG0157  DESIGNATION -  H 194
 MG0157  PID         -  MG0157
 MG0157  STATE/COUNTY-  IL/HENRY
 MG0157  USGS QUAD   -  ANDOVER (1991)
 MG0157
 MG0157                         *CURRENT SURVEY CONTROL
 MG0157  ___________________________________________________________________
 MG0157* NAD 83(1986)-  41 20 47.     (N)    090 20 04.     (W)     SCALED    
 MG0157* NAVD 88     -       238.541  (meters)     782.61   (feet)  ADJUSTED  
 MG0157  ___________________________________________________________________
 MG0157  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0157  DYNAMIC HT  -         238.446 (meters)     782.30  (feet)  COMP
 MG0157  MODELED GRAV-     980,219.6   (mgal)                       NAVD 88
 MG0157
 MG0157  VERT ORDER  -  SECOND    CLASS 0
 MG0157
 MG0157.The horizontal coordinates were scaled from a topographic map and have
 MG0157.an estimated accuracy of +/- 6 seconds.
 MG0157
 MG0157.The orthometric height was determined by differential leveling
 MG0157.and adjusted by the National Geodetic Survey in June 1991..
 MG0157
 MG0157.The geoid height was determined by GEOID03.
 MG0157
 MG0157.The dynamic height is computed by dividing the NAVD 88
 MG0157.geopotential number by the normal gravity value computed on the
 MG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0157.degrees latitude (g = 980.6199 gals.).
 MG0157
 MG0157.The modeled gravity was interpolated from observed gravity values.
 MG0157
 MG0157;                    North         East    Units  Estimated Accuracy
 MG0157;SPC IL W     -   519,510.      685,960.      MT  (+/- 180 meters Scaled)
 MG0157
 MG0157                          SUPERSEDED SURVEY CONTROL
 MG0157
 MG0157  NGVD 29 (??/??/92)  238.612  (m)          782.85   (f) ADJ UNCH    2 0
 MG0157
 MG0157.Superseded values are not recommended for survey control.
 MG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0157.See file dsdata.txt to determine how the superseded data were derived.
 MG0157
 MG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF230806(NAD 83)
 MG0157_MARKER: DB = BENCH MARK DISK
 MG0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0157_STAMPING: H 194 1959
 MG0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0157+STABILITY: SURFACE MOTION
 MG0157
 MG0157  HISTORY     - Date     Condition        Report By
 MG0157  HISTORY     - 1959     MONUMENTED       CGS
 MG0157  HISTORY     - 19960712 GOOD             USPSQD
 MG0157  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 MG0157  HISTORY     - 20040623 GOOD             USPSQD
 MG0157
 MG0157                          STATION DESCRIPTION
 MG0157
 MG0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0157'2.6 MI E FROM ORION.
 MG0157'ABOUT 0.25 MILES SOUTH ALONG A STREET FROM THE SOUTHEAST CORNER
 MG0157'OF THE MUNICIPAL PARK AT ORION, THENCE 2.4 MILES EAST ALONG A
 MG0157'BLACKTOP ROAD, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MG0157'25 FEET EAST OF THE CENTER LINE OF DRIVEWAY NORTH TO A FARM HOUSE,
 MG0157'7 FEET EAST OF A POWER POLE, 13 FEET NORTHEAST OF A 12-INCH IRON
 MG0157'PIPE CULVERT, 1.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 MG0157'FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 MG0157'POST PROJECTING 2 INCHES.
 MG0157
 MG0157                          STATION RECOVERY (1996)
 MG0157
 MG0157'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0157'RECOVERED IN GOOD CONDITION.
 MG0157
 MG0157                          STATION RECOVERY (2001)
 MG0157
 MG0157'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0157'MARK NOT FOUND.
 MG0157
 MG0157                          STATION RECOVERY (2004)
 MG0157
 MG0157'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0223 ***********************************************************************
 MG0223  DESIGNATION -  H 195
 MG0223  PID         -  MG0223
 MG0223  STATE/COUNTY-  IL/KNOX
 MG0223  USGS QUAD   -  WOODHULL (1992)
 MG0223
 MG0223                         *CURRENT SURVEY CONTROL
 MG0223  ___________________________________________________________________
 MG0223* NAD 83(1986)-  41 08 10.     (N)    090 19 24.     (W)     SCALED    
 MG0223* NAVD 88     -       223.107  (meters)     731.98   (feet)  ADJUSTED  
 MG0223  ___________________________________________________________________
 MG0223  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0223  DYNAMIC HT  -         223.012 (meters)     731.67  (feet)  COMP
 MG0223  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 MG0223
 MG0223  VERT ORDER  -  SECOND    CLASS 0
 MG0223
 MG0223.The horizontal coordinates were scaled from a topographic map and have
 MG0223.an estimated accuracy of +/- 6 seconds.
 MG0223
 MG0223.The orthometric height was determined by differential leveling
 MG0223.and adjusted by the National Geodetic Survey in June 1991..
 MG0223
 MG0223.The geoid height was determined by GEOID03.
 MG0223
 MG0223.The dynamic height is computed by dividing the NAVD 88
 MG0223.geopotential number by the normal gravity value computed on the
 MG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0223.degrees latitude (g = 980.6199 gals.).
 MG0223
 MG0223.The modeled gravity was interpolated from observed gravity values.
 MG0223
 MG0223;                    North         East    Units  Estimated Accuracy
 MG0223;SPC IL W     -   496,150.      686,850.      MT  (+/- 180 meters Scaled)
 MG0223
 MG0223                          SUPERSEDED SURVEY CONTROL
 MG0223
 MG0223  NGVD 29 (??/??/92)  223.165  (m)          732.17   (f) ADJ UNCH    2 0
 MG0223
 MG0223.Superseded values are not recommended for survey control.
 MG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0223.See file dsdata.txt to determine how the superseded data were derived.
 MG0223
 MG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF246573(NAD 83)
 MG0223_MARKER: DB = BENCH MARK DISK
 MG0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0223_SP_SET: CULVERT
 MG0223_STAMPING: H 195 1959
 MG0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0223
 MG0223  HISTORY     - Date     Condition        Report By
 MG0223  HISTORY     - 1959     MONUMENTED       CGS
 MG0223  HISTORY     - 19971124 GOOD             USPSQD
 MG0223
 MG0223                          STATION DESCRIPTION
 MG0223
 MG0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0223'3.4 MI S FROM WOODHULL.
 MG0223'ABOUT 0.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0223'TANK AT WOODHULL, THENCE 3.0 MILES SOUTH ALONG A DIRT AND
 MG0223'GRAVEL ROAD, SET IN THE TOP OF THE WEST HEADWALL OF A 10-FOOT
 MG0223'CONCRETE BOX CULVERT, 6 FEET SOUTH OF THE NORTH END OF THE
 MG0223'HEADWALL, 12 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT
 MG0223'50 YARDS NORTH OF A DRIVEWAY WEST TO A FARM HOUSE, ABOUT 1 FOOT
 MG0223'ABOVE THE LEVEL OF THE ROAD.
 MG0223
 MG0223                          STATION RECOVERY (1997)
 MG0223
 MG0223'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0098 ***********************************************************************
 LD0098  DESIGNATION -  H 196
 LD0098  PID         -  LD0098
 LD0098  STATE/COUNTY-  IL/KNOX
 LD0098  USGS QUAD   -  GALESBURG EAST (1982)
 LD0098
 LD0098                         *CURRENT SURVEY CONTROL
 LD0098  ___________________________________________________________________
 LD0098* NAD 83(1986)-  40 54 37.     (N)    090 17 31.     (W)     SCALED    
 LD0098* NAVD 88     -       233.404  (meters)     765.76   (feet)  ADJUSTED  
 LD0098  ___________________________________________________________________
 LD0098  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0098  DYNAMIC HT  -         233.300 (meters)     765.42  (feet)  COMP
 LD0098  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LD0098
 LD0098  VERT ORDER  -  SECOND    CLASS 0
 LD0098
 LD0098.The horizontal coordinates were scaled from a topographic map and have
 LD0098.an estimated accuracy of +/- 6 seconds.
 LD0098
 LD0098.The orthometric height was determined by differential leveling
 LD0098.and adjusted by the National Geodetic Survey in June 1991..
 LD0098
 LD0098.The geoid height was determined by GEOID03.
 LD0098
 LD0098.The dynamic height is computed by dividing the NAVD 88
 LD0098.geopotential number by the normal gravity value computed on the
 LD0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0098.degrees latitude (g = 980.6199 gals.).
 LD0098
 LD0098.The modeled gravity was interpolated from observed gravity values.
 LD0098
 LD0098;                    North         East    Units  Estimated Accuracy
 LD0098;SPC IL W     -   471,070.      689,450.      MT  (+/- 180 meters Scaled)
 LD0098
 LD0098                          SUPERSEDED SURVEY CONTROL
 LD0098
 LD0098  NGVD 29 (??/??/92)  233.462  (m)          765.95   (f) ADJ UNCH    2 0
 LD0098
 LD0098.Superseded values are not recommended for survey control.
 LD0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0098.See file dsdata.txt to determine how the superseded data were derived.
 LD0098
 LD0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF280323(NAD 83)
 LD0098_MARKER: DB = BENCH MARK DISK
 LD0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0098_STAMPING: H 196 1959
 LD0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0098+STABILITY: SURFACE MOTION
 LD0098
 LD0098  HISTORY     - Date     Condition        Report By
 LD0098  HISTORY     - 1959     MONUMENTED       CGS
 LD0098  HISTORY     - 19971112 GOOD             USPSQD
 LD0098
 LD0098                          STATION DESCRIPTION
 LD0098
 LD0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0098'0.6 MI NW FROM KNOXVILLE.
 LD0098'ABOUT 0.55 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE POST
 LD0098'OFFICE AT KNOXVILLE, AT THE JUNCTION OF ANN STREET, 51 FEET
 LD0098'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 150, 21 FEET NORTHWEST
 LD0098'OF THE CENTER LINE OF ANN STREET, 7 FEET SOUTHEAST OF POWER POLE
 LD0098'152, 15.8 FEET EAST OF THE SOUTHEAST END OF A CONCRETE PIPE CULVERT,
 LD0098'1.7 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 LD0098'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 LD0098'PROJECTING 1 INCH.
 LD0098
 LD0098                          STATION RECOVERY (1997)
 LD0098
 LD0098'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1437 ***********************************************************************
 LC1437  DESIGNATION -  H 197
 LC1437  PID         -  LC1437
 LC1437  STATE/COUNTY-  IL/PEORIA
 LC1437  USGS QUAD   -  ELMWOOD (1982)
 LC1437
 LC1437                         *CURRENT SURVEY CONTROL
 LC1437  ___________________________________________________________________
 LC1437* NAD 83(1986)-  40 50 38.     (N)    089 54 02.     (W)     SCALED    
 LC1437* NAVD 88     -       207.335  (meters)     680.23   (feet)  ADJUSTED  
 LC1437  ___________________________________________________________________
 LC1437  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1437  DYNAMIC HT  -         207.241 (meters)     679.92  (feet)  COMP
 LC1437  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 LC1437
 LC1437  VERT ORDER  -  SECOND    CLASS 0
 LC1437
 LC1437.The horizontal coordinates were scaled from a topographic map and have
 LC1437.an estimated accuracy of +/- 6 seconds.
 LC1437
 LC1437.The orthometric height was determined by differential leveling
 LC1437.and adjusted by the National Geodetic Survey in June 1991..
 LC1437
 LC1437.The geoid height was determined by GEOID03.
 LC1437
 LC1437.The dynamic height is computed by dividing the NAVD 88
 LC1437.geopotential number by the normal gravity value computed on the
 LC1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1437.degrees latitude (g = 980.6199 gals.).
 LC1437
 LC1437.The modeled gravity was interpolated from observed gravity values.
 LC1437
 LC1437;                    North         East    Units  Estimated Accuracy
 LC1437;SPC IL W     -   463,720.      722,440.      MT  (+/- 180 meters Scaled)
 LC1437
 LC1437                          SUPERSEDED SURVEY CONTROL
 LC1437
 LC1437  NGVD 29 (??/??/92)  207.417  (m)          680.50   (f) ADJ UNCH    2 0
 LC1437
 LC1437.Superseded values are not recommended for survey control.
 LC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1437.See file dsdata.txt to determine how the superseded data were derived.
 LC1437
 LC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL554254(NAD 83)
 LC1437_MARKER: DB = BENCH MARK DISK
 LC1437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1437_SP_SET: BRIDGE
 LC1437_STAMPING: H 197 1959
 LC1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1437
 LC1437  HISTORY     - Date     Condition        Report By
 LC1437  HISTORY     - 1959     MONUMENTED       CGS
 LC1437  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1437
 LC1437                          STATION DESCRIPTION
 LC1437
 LC1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1437'1 MI NW FROM BRIMFIELD.
 LC1437'ABOUT 1.0 MILES NORTHWEST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1437'STATION AT BRIMFIELD, AT THE JUNCTION OF A GRAVEL ROAD WEST, SET
 LC1437'IN THE TOP OF THE NORTHWST END OF THE WINGWALL AT THE SOUTHEAST
 LC1437'CORNER OF A 20-FOOT CONCRETE BRIDGE, 21 FEET SOUTH OF THE CENTER
 LC1437'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 LC1437
 LC1437                          STATION RECOVERY (1998)
 LC1437
 LC1437'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1494 ***********************************************************************
 LC1494  DESIGNATION -  H 198
 LC1494  PID         -  LC1494
 LC1494  STATE/COUNTY-  IL/PEORIA
 LC1494  USGS QUAD   -  DUNLAP (1996)
 LC1494
 LC1494                         *CURRENT SURVEY CONTROL
 LC1494  ___________________________________________________________________
 LC1494* NAD 83(1986)-  40 45 14.     (N)    089 39 42.     (W)     SCALED    
 LC1494* NAVD 88     -       187.578  (meters)     615.41   (feet)  ADJUSTED  
 LC1494  ___________________________________________________________________
 LC1494  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LC1494  DYNAMIC HT  -         187.491 (meters)     615.13  (feet)  COMP
 LC1494  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 LC1494
 LC1494  VERT ORDER  -  SECOND    CLASS 0
 LC1494
 LC1494.The horizontal coordinates were scaled from a topographic map and have
 LC1494.an estimated accuracy of +/- 6 seconds.
 LC1494
 LC1494.The orthometric height was determined by differential leveling
 LC1494.and adjusted by the National Geodetic Survey in June 1991..
 LC1494
 LC1494.The geoid height was determined by GEOID03.
 LC1494
 LC1494.The dynamic height is computed by dividing the NAVD 88
 LC1494.geopotential number by the normal gravity value computed on the
 LC1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1494.degrees latitude (g = 980.6199 gals.).
 LC1494
 LC1494.The modeled gravity was interpolated from observed gravity values.
 LC1494
 LC1494;                    North         East    Units  Estimated Accuracy
 LC1494;SPC IL W     -   453,820.      742,640.      MT  (+/- 180 meters Scaled)
 LC1494
 LC1494                          SUPERSEDED SURVEY CONTROL
 LC1494
 LC1494  NGVD 29 (??/??/92)  187.66   (m)          615.7    (f) COMPUTED    2 0
 LC1494
 LC1494.Superseded values are not recommended for survey control.
 LC1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1494.See file dsdata.txt to determine how the superseded data were derived.
 LC1494
 LC1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL753148(NAD 83)
 LC1494_MARKER: DB = BENCH MARK DISK
 LC1494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1494_SP_SET: BRIDGE
 LC1494_STAMPING: H 198 1959
 LC1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1494
 LC1494  HISTORY     - Date     Condition        Report By
 LC1494  HISTORY     - 1959     MONUMENTED       CGS
 LC1494  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC1494
 LC1494                          STATION DESCRIPTION
 LC1494
 LC1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1494'4.4 MI W FROM PEORIA.
 LC1494'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH
 LC1494'STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, THENCE 1.2 MILES
 LC1494'WEST ALONG BIG HOLLOW ROAD, THENCE 0.8 MILES WEST ALONG CHARTER
 LC1494'OAK ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE WINGWALL
 LC1494'AT THE NORTHWEST CORNER OF A 15-FOOT CONCRETE BRIDGE, 12 FEET
 LC1494'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT ABOVE THE
 LC1494'LEVEL OF THE ROAD.
 LC1494
 LC1494                          STATION RECOVERY (1999)
 LC1494
 LC1494'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1495 ***********************************************************************
 LC1495  DESIGNATION -  H 198 RESET 1963
 LC1495  PID         -  LC1495
 LC1495  STATE/COUNTY-  IL/PEORIA
 LC1495  USGS QUAD   -  DUNLAP (1996)
 LC1495
 LC1495                         *CURRENT SURVEY CONTROL
 LC1495  ___________________________________________________________________
 LC1495* NAD 83(1986)-  40 45 15.     (N)    089 39 42.     (W)     SCALED    
 LC1495* NAVD 88     -       186.38   (meters)     611.5    (feet)  RESET     
 LC1495  ___________________________________________________________________
 LC1495  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LC1495
 LC1495  VERT ORDER  -  THIRD
 LC1495
 LC1495.The horizontal coordinates were scaled from a topographic map and have
 LC1495.an estimated accuracy of +/- 6 seconds.
 LC1495
 LC1495.The orthometric height was computed from unverified reset data.
 LC1495.No vertical observational check was made to the station.
 LC1495
 LC1495.The geoid height was determined by GEOID03.
 LC1495
 LC1495;                    North         East    Units  Estimated Accuracy
 LC1495;SPC IL W     -   453,850.      742,640.      MT  (+/- 180 meters Scaled)
 LC1495
 LC1495                          SUPERSEDED SURVEY CONTROL
 LC1495
 LC1495  NGVD 29 (??/??/??)  186.47   (m)          611.8    (f) RESET       3  
 LC1495
 LC1495.Superseded values are not recommended for survey control.
 LC1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1495.See file dsdata.txt to determine how the superseded data were derived.
 LC1495
 LC1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL753148(NAD 83)
 LC1495_MARKER: DB = BENCH MARK DISK
 LC1495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1495_SP_SET: CULVERT
 LC1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1495
 LC1495  HISTORY     - Date     Condition        Report By
 LC1495  HISTORY     - UNK      MONUMENTED       CGS
 LC1495  HISTORY     - 1963     GOOD             NGS
 LC1495  HISTORY     - 1977     GOOD             LOCENG
 LC1495  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC1495
 LC1495                          STATION DESCRIPTION
 LC1495
 LC1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LC1495'4.4 MI W FROM PEORIA.
 LC1495'ABOUT 2.35 MILES WEST ALONG STATE HIGHWAY 150 FROM ITS JUNCTION
 LC1495'WITH STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, THENCE
 LC1495'1.2 MILES WEST ALONG BIG HOLLOW ROAD, THENCE 0.8 MILE WEST ALONG
 LC1495'CHARTER OAK ROAD, AND SET IN THE TOP OF THE NORTHWEST CORNER OF
 LC1495'THE NORTH HEADWALL OF A 6 FT X 7 FT R.C. BOX CULVERT 75 FEET
 LC1495'NORTH OF CENTERLINE OF THE ROAD AND ABOUT 30 FEET BELOW THE LEVEL
 LC1495'OF THE ROAD.
 LC1495
 LC1495                          STATION RECOVERY (1977)
 LC1495
 LC1495'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1495'RECOVERED IN GOOD CONDITION.
 LC1495
 LC1495                          STATION RECOVERY (1999)
 LC1495
 LC1495'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0948 ***********************************************************************
 LC0948  DESIGNATION -  H 199
 LC0948  PID         -  LC0948
 LC0948  STATE/COUNTY-  IL/WOODFORD
 LC0948  USGS QUAD   -  DANVERS (1970)
 LC0948
 LC0948                         *CURRENT SURVEY CONTROL
 LC0948  ___________________________________________________________________
 LC0948* NAD 83(1986)-  40 36 44.     (N)    089 12 10.     (W)     SCALED    
 LC0948* NAVD 88     -       219.939  (meters)     721.58   (feet)  ADJUSTED  
 LC0948  ___________________________________________________________________
 LC0948  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LC0948  DYNAMIC HT  -         219.838 (meters)     721.25  (feet)  COMP
 LC0948  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 LC0948
 LC0948  VERT ORDER  -  SECOND    CLASS 0
 LC0948
 LC0948.The horizontal coordinates were scaled from a topographic map and have
 LC0948.an estimated accuracy of +/- 6 seconds.
 LC0948
 LC0948.The orthometric height was determined by differential leveling
 LC0948.and adjusted by the National Geodetic Survey in June 1991..
 LC0948
 LC0948.The geoid height was determined by GEOID03.
 LC0948
 LC0948.The dynamic height is computed by dividing the NAVD 88
 LC0948.geopotential number by the normal gravity value computed on the
 LC0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0948.degrees latitude (g = 980.6199 gals.).
 LC0948
 LC0948.The modeled gravity was interpolated from observed gravity values.
 LC0948
 LC0948;                    North         East    Units  Estimated Accuracy
 LC0948;SPC IL W     -   438,410.      781,570.      MT  (+/- 180 meters Scaled)
 LC0948
 LC0948                          SUPERSEDED SURVEY CONTROL
 LC0948
 LC0948  NGVD 29 (??/??/92)  220.010  (m)          721.82   (f) ADJ UNCH    2 0
 LC0948
 LC0948.Superseded values are not recommended for survey control.
 LC0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0948.See file dsdata.txt to determine how the superseded data were derived.
 LC0948
 LC0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK136980(NAD 83)
 LC0948_MARKER: DB = BENCH MARK DISK
 LC0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0948_STAMPING: H 199 1959
 LC0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0948+STABILITY: SURFACE MOTION
 LC0948
 LC0948  HISTORY     - Date     Condition        Report By
 LC0948  HISTORY     - 1959     MONUMENTED       CGS
 LC0948  HISTORY     - 1988     GOOD             USPSQD
 LC0948  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0948
 LC0948                          STATION DESCRIPTION
 LC0948
 LC0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0948'0.3 MI S FROM CONGERVILLE.
 LC0948'ABOUT 0.3 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 LC0948'AT CONGERVILLE, 30 1/2 FEET EAST OF THE CENTER LINE OF THE
 LC0948'ROAD, 1 1/2 FEET WEST OF A BOARD FENCE, 41 1/2 FEET
 LC0948'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 2 FEET
 LC0948'NORTHEAST OF A T-FENCE CORNER, 50 FEET NORTH OF THE CENTER LINE
 LC0948'OF A CONCRETE SIDEWALK LEADING TO THE FARM HOUSE, 7 FEET EAST
 LC0948'OF THE NORTH END OF A CONCRETE PIPE CULVERT, 1.5 FEET NORTHWEST
 LC0948'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 LC0948'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC0948
 LC0948                          STATION RECOVERY (1988)
 LC0948
 LC0948'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0948'RECOVERED IN GOOD CONDITION.
 LC0948
 LC0948                          STATION RECOVERY (1998)
 LC0948
 LC0948'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0630 ***********************************************************************
 LC0630  DESIGNATION -  H 200
 LC0630  PID         -  LC0630
 LC0630  STATE/COUNTY-  IL/MCLEAN
 LC0630  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0630
 LC0630                         *CURRENT SURVEY CONTROL
 LC0630  ___________________________________________________________________
 LC0630* NAD 83(1986)-  40 23 06.     (N)    088 53 11.     (W)     SCALED    
 LC0630* NAVD 88     -       231.823  (meters)     760.57   (feet)  ADJUSTED  
 LC0630  ___________________________________________________________________
 LC0630  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0630  DYNAMIC HT  -         231.711 (meters)     760.21  (feet)  COMP
 LC0630  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 LC0630
 LC0630  VERT ORDER  -  SECOND    CLASS 0
 LC0630
 LC0630.The horizontal coordinates were scaled from a topographic map and have
 LC0630.an estimated accuracy of +/- 6 seconds.
 LC0630
 LC0630.The orthometric height was determined by differential leveling
 LC0630.and adjusted by the National Geodetic Survey in June 1991..
 LC0630
 LC0630.The geoid height was determined by GEOID03.
 LC0630
 LC0630.The dynamic height is computed by dividing the NAVD 88
 LC0630.geopotential number by the normal gravity value computed on the
 LC0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0630.degrees latitude (g = 980.6199 gals.).
 LC0630
 LC0630.The modeled gravity was interpolated from observed gravity values.
 LC0630
 LC0630;                    North         East    Units  Estimated Accuracy
 LC0630;SPC IL E     -   412,900.      253,040.      MT  (+/- 180 meters Scaled)
 LC0630
 LC0630                          SUPERSEDED SURVEY CONTROL
 LC0630
 LC0630  NGVD 29 (??/??/92)  231.880  (m)          760.76   (f) ADJ UNCH    2 0
 LC0630
 LC0630.Superseded values are not recommended for survey control.
 LC0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0630.See file dsdata.txt to determine how the superseded data were derived.
 LC0630
 LC0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK398721(NAD 83)
 LC0630_MARKER: DB = BENCH MARK DISK
 LC0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0630_STAMPING: H 200 1959
 LC0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0630+STABILITY: SURFACE MOTION
 LC0630
 LC0630  HISTORY     - Date     Condition        Report By
 LC0630  HISTORY     - 1959     MONUMENTED       CGS
 LC0630
 LC0630                          STATION DESCRIPTION
 LC0630
 LC0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0630'2.2 MI SE FROM GILLUM.
 LC0630'ABOUT 1.45 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0630'THE NEW YORK CENTRAL RAILROAD AT GILLUM, THENCE 0.75 MILES EAST
 LC0630'ALONG AN ASPHALT ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 LC0630'ROAD, 1 1/2 FEET NORTH OF A FENCE, 6 FEET EAST OF THE EAST END OF
 LC0630'A WIRE GATE, 6 1/2 FEET SOUTHEAST OF THE EAST END OF AN 18-INCH
 LC0630'CORRUGATED PIPE CULVERT, 2.0 FEET EAST OF A METAL WITNESS POST,
 LC0630'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LC0630'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0631 ***********************************************************************
 LC0631  DESIGNATION -  H 200 RESET 1973
 LC0631  PID         -  LC0631
 LC0631  STATE/COUNTY-  IL/MCLEAN
 LC0631  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0631
 LC0631                         *CURRENT SURVEY CONTROL
 LC0631  ___________________________________________________________________
 LC0631* NAD 83(1986)-  40 23 06.     (N)    088 53 11.     (W)     SCALED    
 LC0631* NAVD 88     -       231.51   (meters)     759.5    (feet)  RESET     
 LC0631  ___________________________________________________________________
 LC0631  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0631
 LC0631  VERT ORDER  -  THIRD
 LC0631
 LC0631.The horizontal coordinates were scaled from a topographic map and have
 LC0631.an estimated accuracy of +/- 6 seconds.
 LC0631
 LC0631.The orthometric height was computed from unverified reset data.
 LC0631
 LC0631.The geoid height was determined by GEOID03.
 LC0631
 LC0631;                    North         East    Units  Estimated Accuracy
 LC0631;SPC IL E     -   412,900.      253,040.      MT  (+/- 180 meters Scaled)
 LC0631
 LC0631                          SUPERSEDED SURVEY CONTROL
 LC0631
 LC0631.No superseded survey control is available for this station.
 LC0631
 LC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK398721(NAD 83)
 LC0631_MARKER: DB = BENCH MARK DISK
 LC0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0631_STAMPING: H 200 1959
 LC0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0631+STABILITY: SURFACE MOTION
 LC0631
 LC0631  HISTORY     - Date     Condition        Report By
 LC0631  HISTORY     - 1959     MONUMENTED       CGS
 LC0631  HISTORY     - 1973     GOOD             NGS
 LC0631
 LC0631                          STATION DESCRIPTION
 LC0631
 LC0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LC0631'1.4 MI S FROM GILLUM.
 LC0631'ABOUT 1.45 MILES SOUTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH
 LC0631'THE NEW YORK CENTRAL RAILROAD AT GILLUM, THENCE 0.75 MILES EAST
 LC0631'ALONG AN ASPHALT ROAD, 39 FEET SOUTH OF THE CENTER LINE OF THE
 LC0631'ROAD, 6 1/2 FEET SOUTHEAST OF THE EAST END OF AN 18-INCH CORRUGATED
 LC0631'PIPE CULVERT, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 LC0631'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRTE POST
 LC0631'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0285 ***********************************************************************
 LC0285  DESIGNATION -  H 201
 LC0285  PID         -  LC0285
 LC0285  STATE/COUNTY-  IL/CHAMPAIGN
 LC0285  USGS QUAD   -  RANTOUL (1984)
 LC0285
 LC0285                         *CURRENT SURVEY CONTROL
 LC0285  ___________________________________________________________________
 LC0285* NAD 83(1986)-  40 22 14.     (N)    088 08 10.     (W)     SCALED    
 LC0285* NAVD 88     -       236.701  (meters)     776.58   (feet)  ADJUSTED  
 LC0285  ___________________________________________________________________
 LC0285  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0285  DYNAMIC HT  -         236.585 (meters)     776.20  (feet)  COMP
 LC0285  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 LC0285
 LC0285  VERT ORDER  -  SECOND    CLASS 0
 LC0285
 LC0285.The horizontal coordinates were scaled from a topographic map and have
 LC0285.an estimated accuracy of +/- 6 seconds.
 LC0285
 LC0285.The orthometric height was determined by differential leveling
 LC0285.and adjusted by the National Geodetic Survey in June 1991..
 LC0285
 LC0285.The geoid height was determined by GEOID03.
 LC0285
 LC0285.The dynamic height is computed by dividing the NAVD 88
 LC0285.geopotential number by the normal gravity value computed on the
 LC0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0285.degrees latitude (g = 980.6199 gals.).
 LC0285
 LC0285.The modeled gravity was interpolated from observed gravity values.
 LC0285
 LC0285;                    North         East    Units  Estimated Accuracy
 LC0285;SPC IL E     -   411,160.      316,750.      MT  (+/- 180 meters Scaled)
 LC0285
 LC0285                          SUPERSEDED SURVEY CONTROL
 LC0285
 LC0285  NGVD 29 (??/??/92)  236.752  (m)          776.74   (f) ADJ UNCH    2 0
 LC0285
 LC0285.Superseded values are not recommended for survey control.
 LC0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0285.See file dsdata.txt to determine how the superseded data were derived.
 LC0285
 LC0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK035695(NAD 83)
 LC0285_MARKER: DB = BENCH MARK DISK
 LC0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0285_STAMPING: H 201 1959
 LC0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0285+STABILITY: SURFACE MOTION
 LC0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0285+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 LC0285
 LC0285  HISTORY     - Date     Condition        Report By
 LC0285  HISTORY     - 1959     MONUMENTED       CGS
 LC0285  HISTORY     - 1973     GOOD             NGS
 LC0285  HISTORY     - 20051208 GOOD             ILDT
 LC0285
 LC0285                          STATION DESCRIPTION
 LC0285
 LC0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0285'1.2 MI SW FROM LUDLOW.
 LC0285'ABOUT 0.8 MILES SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST
 LC0285'OFFICE AT LUDLOW, THENCE 0.3 MILES SOUTHWEST ALONG U.S. HIGHWAY
 LC0285'45, THENCE 0.15 MILES WEST ALONG AN OILED ROAD, AT THE JUNCTION
 LC0285'OF A GRAVEL ROAD NORTH, 18 FEET SOUTH OF THE CENTER LINE OF THE
 LC0285'ROAD, 36 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD
 LC0285'NORTH, 5 FEET EAST OF A BRACE POLE FOR A POWER POLE, 1 FOOT NORTH
 LC0285'OF A FENCE, 41 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 LC0285'1.8 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 LC0285'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0285
 LC0285                          STATION RECOVERY (1973)
 LC0285
 LC0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0285'RECOVERED IN GOOD CONDITION.
 LC0285
 LC0285                          STATION RECOVERY (2005)
 LC0285
 LC0285'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0098 ***********************************************************************
 LC0098  DESIGNATION -  H 202
 LC0098  PID         -  LC0098
 LC0098  STATE/COUNTY-  IL/IROQUOIS
 LC0098  USGS QUAD   -  ONARGA WEST (1986)
 LC0098
 LC0098                         *CURRENT SURVEY CONTROL
 LC0098  ___________________________________________________________________
 LC0098* NAD 83(1986)-  40 43 20.     (N)    088 01 09.     (W)     SCALED    
 LC0098* NAVD 88     -       202.704  (meters)     665.04   (feet)  ADJUSTED  
 LC0098  ___________________________________________________________________
 LC0098  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LC0098  DYNAMIC HT  -         202.614 (meters)     664.74  (feet)  COMP
 LC0098  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 LC0098
 LC0098  VERT ORDER  -  SECOND    CLASS 0
 LC0098
 LC0098.The horizontal coordinates were scaled from a topographic map and have
 LC0098.an estimated accuracy of +/- 6 seconds.
 LC0098
 LC0098.The orthometric height was determined by differential leveling
 LC0098.and adjusted by the National Geodetic Survey in June 1991..
 LC0098
 LC0098.The geoid height was determined by GEOID03.
 LC0098
 LC0098.The dynamic height is computed by dividing the NAVD 88
 LC0098.geopotential number by the normal gravity value computed on the
 LC0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0098.degrees latitude (g = 980.6199 gals.).
 LC0098
 LC0098.The modeled gravity was interpolated from observed gravity values.
 LC0098
 LC0098;                    North         East    Units  Estimated Accuracy
 LC0098;SPC IL E     -   450,240.      326,540.      MT  (+/- 180 meters Scaled)
 LC0098
 LC0098                          SUPERSEDED SURVEY CONTROL
 LC0098
 LC0098  NGVD 29 (??/??/92)  202.774  (m)          665.27   (f) ADJ UNCH    2 0
 LC0098
 LC0098.Superseded values are not recommended for survey control.
 LC0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0098.See file dsdata.txt to determine how the superseded data were derived.
 LC0098
 LC0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL139084(NAD 83)
 LC0098_MARKER: DB = BENCH MARK DISK
 LC0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0098_STAMPING: H 202 1959
 LC0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0098+STABILITY: SURFACE MOTION
 LC0098
 LC0098  HISTORY     - Date     Condition        Report By
 LC0098  HISTORY     - 1959     MONUMENTED       CGS
 LC0098
 LC0098                          STATION DESCRIPTION
 LC0098
 LC0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0098'1.3 MI NW FROM ONARGA.
 LC0098'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH
 LC0098'U.S. HIGHWAY 45 IN ONARGA, THENCE 0.5 MILE NORTH ALONG AN OILED
 LC0098'ROAD, AT THE JUNCTION OF AN EAST-WEST OILED ROAD, 26 FEET NORTH
 LC0098'OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF THE EXTENDED CENTER
 LC0098'LINE OF THE OILED ROAD SOUTH, 33 FEET NORTHEAST OF THE CENTER OF
 LC0098'THE JUNCTION, 1 FOOT SOUTH OF A FENCE, 47 FEET EAST OF A POWER
 LC0098'POLE, 1.9 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 LC0098'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1931 ***********************************************************************
 LB1931  DESIGNATION -  H 203
 LB1931  PID         -  LB1931
 LB1931  STATE/COUNTY-  IL/IROQUOIS
 LB1931  USGS QUAD   -  L'ERABLE (1986)
 LB1931
 LB1931                         *CURRENT SURVEY CONTROL
 LB1931  ___________________________________________________________________
 LB1931* NAD 83(1986)-  40 59 59.     (N)    087 51 57.     (W)     SCALED    
 LB1931* NAVD 88     -       193.211  (meters)     633.89   (feet)  ADJUSTED  
 LB1931  ___________________________________________________________________
 LB1931  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LB1931  DYNAMIC HT  -         193.132 (meters)     633.63  (feet)  COMP
 LB1931  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 LB1931
 LB1931  VERT ORDER  -  SECOND    CLASS 0
 LB1931
 LB1931.The horizontal coordinates were scaled from a topographic map and have
 LB1931.an estimated accuracy of +/- 6 seconds.
 LB1931
 LB1931.The orthometric height was determined by differential leveling
 LB1931.and adjusted by the National Geodetic Survey in June 1991..
 LB1931
 LB1931.The geoid height was determined by GEOID03.
 LB1931
 LB1931.The dynamic height is computed by dividing the NAVD 88
 LB1931.geopotential number by the normal gravity value computed on the
 LB1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1931.degrees latitude (g = 980.6199 gals.).
 LB1931
 LB1931.The modeled gravity was interpolated from observed gravity values.
 LB1931
 LB1931;                    North         East    Units  Estimated Accuracy
 LB1931;SPC IL E     -   481,120.      339,330.      MT  (+/- 180 meters Scaled)
 LB1931
 LB1931                          SUPERSEDED SURVEY CONTROL
 LB1931
 LB1931  NGVD 29 (??/??/92)  193.295  (m)          634.17   (f) ADJ UNCH    2 0
 LB1931
 LB1931.Superseded values are not recommended for survey control.
 LB1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1931.See file dsdata.txt to determine how the superseded data were derived.
 LB1931
 LB1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL271390(NAD 83)
 LB1931_MARKER: DB = BENCH MARK DISK
 LB1931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1931_SP_SET: BRIDGE
 LB1931_STAMPING: H 203 1959
 LB1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1931
 LB1931  HISTORY     - Date     Condition        Report By
 LB1931  HISTORY     - 1959     MONUMENTED       CGS
 LB1931
 LB1931                          STATION DESCRIPTION
 LB1931
 LB1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB1931'8.6 MI S FROM KANKAKEE.
 LB1931'ABOUT 8.6 MILES SOUTH ALONG U.S. HIGHWAY 52 AND STATE HIGHWAY
 LB1931'49 FROM THE COURT HOUSE IN KANKAKEE, SET IN THE TOP OF THE
 LB1931'NORTHWEST END OF THE WINGWALL AT THE SOUTHEAST END OF AN 18-FOOT
 LB1931'CONCRETE BRIDGE, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LB1931'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0326 ***********************************************************************
 LC0326  DESIGNATION -  H 204
 LC0326  PID         -  LC0326
 LC0326  STATE/COUNTY-  IL/CHAMPAIGN
 LC0326  USGS QUAD   -  MAHOMET (1975)
 LC0326
 LC0326                         *CURRENT SURVEY CONTROL
 LC0326  ___________________________________________________________________
 LC0326* NAD 83(1986)-  40 12 15.     (N)    088 25 36.     (W)     SCALED    
 LC0326* NAVD 88     -       227.120  (meters)     745.14   (feet)  ADJUSTED  
 LC0326  ___________________________________________________________________
 LC0326  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0326  DYNAMIC HT  -         227.006 (meters)     744.77  (feet)  COMP
 LC0326  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 LC0326
 LC0326  VERT ORDER  -  SECOND    CLASS 0
 LC0326
 LC0326.The horizontal coordinates were scaled from a topographic map and have
 LC0326.an estimated accuracy of +/- 6 seconds.
 LC0326
 LC0326.The orthometric height was determined by differential leveling
 LC0326.and adjusted by the National Geodetic Survey in June 1991..
 LC0326
 LC0326.The geoid height was determined by GEOID03.
 LC0326
 LC0326.The dynamic height is computed by dividing the NAVD 88
 LC0326.geopotential number by the normal gravity value computed on the
 LC0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0326.degrees latitude (g = 980.6199 gals.).
 LC0326
 LC0326.The modeled gravity was interpolated from observed gravity values.
 LC0326
 LC0326;                    North         East    Units  Estimated Accuracy
 LC0326;SPC IL E     -   392,670.      292,050.      MT  (+/- 180 meters Scaled)
 LC0326
 LC0326                          SUPERSEDED SURVEY CONTROL
 LC0326
 LC0326  NGVD 29 (??/??/92)  227.169  (m)          745.30   (f) ADJ UNCH    2 0
 LC0326
 LC0326.Superseded values are not recommended for survey control.
 LC0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0326.See file dsdata.txt to determine how the superseded data were derived.
 LC0326
 LC0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK785513(NAD 83)
 LC0326_MARKER: DB = BENCH MARK DISK
 LC0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0326_STAMPING: H 204 1959
 LC0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0326+STABILITY: SURFACE MOTION
 LC0326
 LC0326  HISTORY     - Date     Condition        Report By
 LC0326  HISTORY     - 1959     MONUMENTED       CGS
 LC0326  HISTORY     - 1973     GOOD             NGS
 LC0326
 LC0326                          STATION DESCRIPTION
 LC0326
 LC0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0326'1.6 MI NW FROM MAHOMET.
 LC0326'ABOUT 1.0 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0326'FROM THE STATION AT MAHOMET, THENCE 0.6 MILE NORTH ALONG AN
 LC0326'ASPHALT ROAD AT THE JUNCTION OF A GRAVEL ROAD EAST, 32 FEET EAST
 LC0326'OF THE CENTER LINE OF THE ROAD, 115 FEET NORTH OF THE CENTER
 LC0326'LINE OF THE GRAVEL ROAD, 87 FEET NORTH OF A FENCE CORNER, 2 FEET
 LC0326'WEST OF A FENCE, 2.4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 LC0326'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 LC0326'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC0326
 LC0326                          STATION RECOVERY (1973)
 LC0326
 LC0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0055 ***********************************************************************
 KB0055  DESIGNATION -  H 205
 KB0055  PID         -  KB0055
 KB0055  STATE/COUNTY-  IL/CHAMPAIGN
 KB0055  USGS QUAD   -  TOLONO (1983)
 KB0055
 KB0055                         *CURRENT SURVEY CONTROL
 KB0055  ___________________________________________________________________
 KB0055* NAD 83(1986)-  39 54 27.     (N)    088 16 27.     (W)     SCALED    
 KB0055* NAVD 88     -       216.519  (meters)     710.36   (feet)  ADJUSTED  
 KB0055  ___________________________________________________________________
 KB0055  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB0055  DYNAMIC HT  -         216.407 (meters)     710.00  (feet)  COMP
 KB0055  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 KB0055
 KB0055  VERT ORDER  -  SECOND    CLASS 0
 KB0055
 KB0055.The horizontal coordinates were scaled from a topographic map and have
 KB0055.an estimated accuracy of +/- 6 seconds.
 KB0055
 KB0055.The orthometric height was determined by differential leveling
 KB0055.and adjusted by the National Geodetic Survey in June 1991..
 KB0055
 KB0055.The geoid height was determined by GEOID03.
 KB0055
 KB0055.The dynamic height is computed by dividing the NAVD 88
 KB0055.geopotential number by the normal gravity value computed on the
 KB0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0055.degrees latitude (g = 980.6199 gals.).
 KB0055
 KB0055.The modeled gravity was interpolated from observed gravity values.
 KB0055
 KB0055;                    North         East    Units  Estimated Accuracy
 KB0055;SPC IL E     -   359,730.      305,060.      MT  (+/- 180 meters Scaled)
 KB0055
 KB0055                          SUPERSEDED SURVEY CONTROL
 KB0055
 KB0055  NGVD 29 (??/??/92)  216.576  (m)          710.55   (f) ADJ UNCH    2 0
 KB0055
 KB0055.Superseded values are not recommended for survey control.
 KB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0055.See file dsdata.txt to determine how the superseded data were derived.
 KB0055
 KB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK910182(NAD 83)
 KB0055_MARKER: DB = BENCH MARK DISK
 KB0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0055_STAMPING: H 205 1959
 KB0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0055+STABILITY: SURFACE MOTION
 KB0055
 KB0055  HISTORY     - Date     Condition        Report By
 KB0055  HISTORY     - 1959     MONUMENTED       CGS
 KB0055  HISTORY     - 1973     GOOD             ILHD
 KB0055  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0055  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 KB0055
 KB0055                          STATION DESCRIPTION
 KB0055
 KB0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0055'0.5 MI S FROM PESOTUM.
 KB0055'ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 KB0055'CENTRAL RAILROAD STATION AT PESOTUM, THENCE 0.15 MILES SOUTH ALONG
 KB0055'A GRAVEL ROAD, AT A T-GRAVEL ROAD JUNCTION, AT THE NORTHEAST
 KB0055'CORNER OF A FENCE AROUND A GROUP OF METAL CORN STORAGE BIN, 28
 KB0055'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET EAST OF THE
 KB0055'EXTENDED CENTER LINE OF THE GRAVEL ROAD NORTH, 6 FEET EAST OF A
 KB0055'FENCE CORNER, 4 FEET NORTH OF POWER POLE NUMBER 190, 26 FEET
 KB0055'EAST OF THE EAST END OF A WHITE WOODEN GATE, 2.3 FEET NORTH OF A
 KB0055'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD JUNCTION AND SET
 KB0055'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- 31 FT. E.
 KB0055'OF EXIT DRIVEWAY TO PESOTUM ELEVATOR.  AT BASE OF POWER POLE.  NO
 KB0055'WOOD GATE OR WITNESS POST
 KB0055
 KB0055                          STATION RECOVERY (1973)
 KB0055
 KB0055'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0055'RECOVERED IN GOOD CONDITION.
 KB0055
 KB0055                          STATION RECOVERY (1980)
 KB0055
 KB0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0055'MARK NOT FOUND.
 KB0055
 KB0055                          STATION RECOVERY (2005)
 KB0055
 KB0055'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 KB0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1468 ***********************************************************************
 ME1468  DESIGNATION -  H 206 RESET 1967
 ME1468  PID         -  ME1468
 ME1468  STATE/COUNTY-  IL/KANKAKEE
 ME1468  USGS QUAD   -  BOURBONNAIS (1978)
 ME1468
 ME1468                         *CURRENT SURVEY CONTROL
 ME1468  ___________________________________________________________________
 ME1468* NAD 83(1986)-  41 14 07.     (N)    087 52 38.     (W)     SCALED    
 ME1468* NAVD 88     -       198.16   (meters)     650.1    (feet)  RESET     
 ME1468  ___________________________________________________________________
 ME1468  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 ME1468
 ME1468  VERT ORDER  -  THIRD
 ME1468
 ME1468.The horizontal coordinates were scaled from a topographic map and have
 ME1468.an estimated accuracy of +/- 6 seconds.
 ME1468
 ME1468.The orthometric height was computed from unverified reset data.
 ME1468
 ME1468.The geoid height was determined by GEOID03.
 ME1468
 ME1468;                    North         East    Units  Estimated Accuracy
 ME1468;SPC IL E     -   507,270.      338,240.      MT  (+/- 180 meters Scaled)
 ME1468
 ME1468                          SUPERSEDED SURVEY CONTROL
 ME1468
 ME1468.No superseded survey control is available for this station.
 ME1468
 ME1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL264652(NAD 83)
 ME1468_MARKER: DB = BENCH MARK DISK
 ME1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1468_STAMPING: H 206 RESET 1967
 ME1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1468+STABILITY: SURFACE MOTION
 ME1468
 ME1468  HISTORY     - Date     Condition        Report By
 ME1468  HISTORY     - 1967     MONUMENTED       CGS
 ME1468  HISTORY     - 1974     GOOD             NGS
 ME1468  HISTORY     - 1978     GOOD             LOCENG
 ME1468  HISTORY     - 19880901 GOOD             USPSQD
 ME1468
 ME1468                          STATION DESCRIPTION
 ME1468
 ME1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME1468'5.6 MI N FROM BOURBONIS.
 ME1468'5.65 MILES NORTH ALONG U.S. HIGHWAY 45 AND 52 FROM THEIR JUNCTION
 ME1468'WITH STATE HIGHWAY 102 IN BOURBONIS.  IT IS 50 FEET EAST OF THE
 ME1468'CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH OF A WIRE FENCE, 1 FOOT
 ME1468'SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE WEST
 ME1468'POST OF A SIGN ST. JOSEPHS CATHOLIC CHURCH.  THE DISK IS SET
 ME1468'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 ME1468
 ME1468                          STATION RECOVERY (1974)
 ME1468
 ME1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME1468'RECOVERED IN GOOD CONDITION.
 ME1468
 ME1468                          STATION RECOVERY (1978)
 ME1468
 ME1468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ME1468'RECOVERED IN GOOD CONDITION.
 ME1468
 ME1468                          STATION RECOVERY (1988)
 ME1468
 ME1468'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1587 ***********************************************************************
 ME1587  DESIGNATION -  H 207
 ME1587  PID         -  ME1587
 ME1587  STATE/COUNTY-  IL/WILL
 ME1587  USGS QUAD   -  FRANKFORT (1990)
 ME1587
 ME1587                         *CURRENT SURVEY CONTROL
 ME1587  ___________________________________________________________________
 ME1587* NAD 83(1986)-  41 26 29.     (N)    087 46 02.     (W)     SCALED    
 ME1587* NAVD 88     -       236.372  (meters)     775.50   (feet)  ADJUSTED  
 ME1587  ___________________________________________________________________
 ME1587  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 ME1587  DYNAMIC HT  -         236.278 (meters)     775.19  (feet)  COMP
 ME1587  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 ME1587
 ME1587  VERT ORDER  -  SECOND    CLASS 0
 ME1587
 ME1587.The horizontal coordinates were scaled from a topographic map and have
 ME1587.an estimated accuracy of +/- 6 seconds.
 ME1587
 ME1587.The orthometric height was determined by differential leveling
 ME1587.and adjusted by the National Geodetic Survey in June 1991..
 ME1587
 ME1587.The geoid height was determined by GEOID03.
 ME1587
 ME1587.The dynamic height is computed by dividing the NAVD 88
 ME1587.geopotential number by the normal gravity value computed on the
 ME1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1587.degrees latitude (g = 980.6199 gals.).
 ME1587
 ME1587.The modeled gravity was interpolated from observed gravity values.
 ME1587
 ME1587;                    North         East    Units  Estimated Accuracy
 ME1587;SPC IL E     -   530,220.      347,310.      MT  (+/- 180 meters Scaled)
 ME1587
 ME1587                          SUPERSEDED SURVEY CONTROL
 ME1587
 ME1587  NGVD 29 (??/??/92)  236.459  (m)          775.78   (f) ADJ UNCH    2 0
 ME1587
 ME1587.Superseded values are not recommended for survey control.
 ME1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1587.See file dsdata.txt to determine how the superseded data were derived.
 ME1587
 ME1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL359880(NAD 83)
 ME1587_MARKER: DB = BENCH MARK DISK
 ME1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1587_STAMPING: H 207 1959
 ME1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1587+STABILITY: SURFACE MOTION
 ME1587
 ME1587  HISTORY     - Date     Condition        Report By
 ME1587  HISTORY     - 1959     MONUMENTED       CGS
 ME1587  HISTORY     - 1967     GOOD             NGS
 ME1587  HISTORY     - 19880703 MARK NOT FOUND   USGS
 ME1587
 ME1587                          STATION DESCRIPTION
 ME1587
 ME1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1587'3.5 MI NW FROM MONEE.
 ME1587'ABOUT 1.7 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1587'WITH WEST MAIN STREET IN MONEE, THENCE 1.8 MILES WEST ALONG A
 ME1587'GRAVEL ROAD AT A NORTH-SOUTH AND EAST-WEST GRAVEL ROAD CROSSING,
 ME1587'27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 37 FEET WEST OF THE
 ME1587'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 7 FEET WEST
 ME1587'OF A FENCE CORNER, 46 FEET NORTHWEST OF THE CENTER OF THE
 ME1587'JUNCTION, 2.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 ME1587'BELOW THE LEVEL OF THE JUNCTION AND SET IN THE TOP OF A CONCRETE
 ME1587'POST PROJECTING 1 INCH.
 ME1587
 ME1587                          STATION RECOVERY (1967)
 ME1587
 ME1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1587'RECOVERED IN GOOD CONDITION.
 ME1587
 ME1587                          STATION RECOVERY (1988)
 ME1587
 ME1587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (LCR)
 ME1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0276 ***********************************************************************
 KB0276  DESIGNATION -  H 208
 KB0276  PID         -  KB0276
 KB0276  STATE/COUNTY-  IL/COLES
 KB0276  USGS QUAD   -  MATTOON EAST (1984)
 KB0276
 KB0276                         *CURRENT SURVEY CONTROL
 KB0276  ___________________________________________________________________
 KB0276* NAD 83(1986)-  39 29 29.     (N)    088 18 54.     (W)     SCALED    
 KB0276* NAVD 88     -       215.043  (meters)     705.52   (feet)  ADJUSTED  
 KB0276  ___________________________________________________________________
 KB0276  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0276  DYNAMIC HT  -         214.920 (meters)     705.12  (feet)  COMP
 KB0276  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 KB0276
 KB0276  VERT ORDER  -  SECOND    CLASS 0
 KB0276
 KB0276.The horizontal coordinates were scaled from a topographic map and have
 KB0276.an estimated accuracy of +/- 6 seconds.
 KB0276
 KB0276.The orthometric height was determined by differential leveling
 KB0276.and adjusted by the National Geodetic Survey in June 1991..
 KB0276
 KB0276.The geoid height was determined by GEOID03.
 KB0276
 KB0276.The dynamic height is computed by dividing the NAVD 88
 KB0276.geopotential number by the normal gravity value computed on the
 KB0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0276.degrees latitude (g = 980.6199 gals.).
 KB0276
 KB0276.The modeled gravity was interpolated from observed gravity values.
 KB0276
 KB0276;                    North         East    Units  Estimated Accuracy
 KB0276;SPC IL E     -   313,530.      301,580.      MT  (+/- 180 meters Scaled)
 KB0276
 KB0276                          SUPERSEDED SURVEY CONTROL
 KB0276
 KB0276  NGVD 29 (??/??/92)  215.104  (m)          705.72   (f) ADJ UNCH    2 0
 KB0276
 KB0276.Superseded values are not recommended for survey control.
 KB0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0276.See file dsdata.txt to determine how the superseded data were derived.
 KB0276
 KB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ869721(NAD 83)
 KB0276_MARKER: DB = BENCH MARK DISK
 KB0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0276_SP_SET: CULVERT
 KB0276_STAMPING: H 208 1959
 KB0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0276+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 KB0276
 KB0276  HISTORY     - Date     Condition        Report By
 KB0276  HISTORY     - 1959     MONUMENTED       CGS
 KB0276  HISTORY     - 1973     GOOD             NGS
 KB0276  HISTORY     - 20050225 GOOD             ILDT
 KB0276
 KB0276                          STATION DESCRIPTION
 KB0276
 KB0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0276'3.4 MI E FROM MATTOON.
 KB0276'ABOUT 3.4 MILES EAST ALONG CHARLESTON AVENUE FROM THE POST
 KB0276'OFFICE AT MATTOON, ABOUT 0.3 MILE WEST OF NORTH-SOUTH CROSS ROAD,
 KB0276'SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 9-FOOT
 KB0276'CONCRETE BOX CULVERT UNDER THE WEST BOUND LANE OF A DUAL HIGHWAY
 KB0276'UNDER CONSTRUCTION, 33 FEET NORTH OF THE CENTER LINE OF THE WEST
 KB0276'BOUND LANE OF THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 KB0276'OF THE HIGHWAY.
 KB0276
 KB0276                          STATION RECOVERY (1973)
 KB0276
 KB0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0276'RECOVERED IN GOOD CONDITION.
 KB0276
 KB0276                          STATION RECOVERY (2005)
 KB0276
 KB0276'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0349 ***********************************************************************
 KB0349  DESIGNATION -  H 209
 KB0349  PID         -  KB0349
 KB0349  STATE/COUNTY-  IL/EFFINGHAM
 KB0349  USGS QUAD   -  TEUTOPOLIS (1985)
 KB0349
 KB0349                         *CURRENT SURVEY CONTROL
 KB0349  ___________________________________________________________________
 KB0349* NAD 83(1986)-  39 11 30.     (N)    088 29 40.     (W)     SCALED    
 KB0349* NAVD 88     -       188.804  (meters)     619.43   (feet)  ADJUSTED  
 KB0349  ___________________________________________________________________
 KB0349  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0349  DYNAMIC HT  -         188.691 (meters)     619.06  (feet)  COMP
 KB0349  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 KB0349
 KB0349  VERT ORDER  -  SECOND    CLASS 0
 KB0349
 KB0349.The horizontal coordinates were scaled from a topographic map and have
 KB0349.an estimated accuracy of +/- 6 seconds.
 KB0349
 KB0349.The orthometric height was determined by differential leveling
 KB0349.and adjusted by the National Geodetic Survey in June 1991..
 KB0349
 KB0349.The geoid height was determined by GEOID03.
 KB0349
 KB0349.The dynamic height is computed by dividing the NAVD 88
 KB0349.geopotential number by the normal gravity value computed on the
 KB0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0349.degrees latitude (g = 980.6199 gals.).
 KB0349
 KB0349.The modeled gravity was interpolated from observed gravity values.
 KB0349
 KB0349;                    North         East    Units  Estimated Accuracy
 KB0349;SPC IL E     -   280,270.      286,080.      MT  (+/- 180 meters Scaled)
 KB0349
 KB0349                          SUPERSEDED SURVEY CONTROL
 KB0349
 KB0349  NGVD 29 (??/??/92)  188.887  (m)          619.71   (f) ADJ UNCH    2 0
 KB0349
 KB0349.Superseded values are not recommended for survey control.
 KB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0349.See file dsdata.txt to determine how the superseded data were derived.
 KB0349
 KB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ709391(NAD 83)
 KB0349_MARKER: DB = BENCH MARK DISK
 KB0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0349_SP_SET: CULVERT
 KB0349_STAMPING: H 209 1959
 KB0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0349
 KB0349  HISTORY     - Date     Condition        Report By
 KB0349  HISTORY     - 1959     MONUMENTED       CGS
 KB0349  HISTORY     - 1973     GOOD             NGS
 KB0349
 KB0349                          STATION DESCRIPTION
 KB0349
 KB0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0349'2.4 MI S FROM SIGEL.
 KB0349'ABOUT 0.25 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0349'AT SIGEL, THENCE 2.1 MILES SOUTH ALONG AN ASPHALT ROAD, ABOUT
 KB0349'0.05 MILE SOUTH OF A HOUSE WEST OF THE ROAD, ABOUT 0.15 MILE
 KB0349'NORTH OF THE HOUSE WEST OF THE ROAD, SET IN THE TOP OF THE SOUTH
 KB0349'END OF THE EAST HEADWALL OF A 5-FOOT CONCRETE BOX CULVERT, 18
 KB0349'FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE
 KB0349'THE LEVEL OF THE ROAD.
 KB0349
 KB0349                          STATION RECOVERY (1973)
 KB0349
 KB0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1619 ***********************************************************************
 LC1619  DESIGNATION -  H 21 RESET 1978
 LC1619  PID         -  LC1619
 LC1619  STATE/COUNTY-  IL/LIVINGSTON
 LC1619  USGS QUAD   -  SAUNEMIN (1983)
 LC1619
 LC1619                         *CURRENT SURVEY CONTROL
 LC1619  ___________________________________________________________________
 LC1619* NAD 83(1986)-  40 56 05.     (N)    088 24 53.     (W)     SCALED    
 LC1619* NAVD 88     -       223.94   (+/-2cm)     734.7    (feet)  VERTCON   
 LC1619  ___________________________________________________________________
 LC1619  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC1619
 LC1619  VERT ORDER  -  THIRD (See Below)
 LC1619
 LC1619.The horizontal coordinates were scaled from a topographic map and have
 LC1619.an estimated accuracy of +/- 6 seconds.
 LC1619
 LC1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1619.The vertical order pertains to the NGVD 29 superseded value.
 LC1619
 LC1619.The geoid height was determined by GEOID03.
 LC1619
 LC1619;                    North         East    Units  Estimated Accuracy
 LC1619;SPC IL E     -   473,800.      293,150.      MT  (+/- 180 meters Scaled)
 LC1619
 LC1619                          SUPERSEDED SURVEY CONTROL
 LC1619
 LC1619  NGVD 29 (03/28/06)  224.01   (m)          734.9    (f) RESET       3  
 LC1619
 LC1619.Superseded values are not recommended for survey control.
 LC1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1619.See file dsdata.txt to determine how the superseded data were derived.
 LC1619
 LC1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL809324(NAD 83)
 LC1619_MARKER: Z = SEE DESCRIPTION
 LC1619_SETTING: 0 = UNSPECIFIED SETTING
 LC1619_STAMPING: H 21 RESET 1978
 LC1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1619
 LC1619  HISTORY     - Date     Condition        Report By
 LC1619  HISTORY     - 1978     MONUMENTED       NGS
 LC1619
 LC1619                          STATION DESCRIPTION
 LC1619
 LC1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LC1619'11.0 MI SOUTH FROM DWIGHT.
 LC1619'11.0 MILES SOUTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH STATE
 LC1619'HIGHWAY 17 IN DWIGHT, 182 FEET NORTH OF CENTERLINE OF A GRAVELED ROAD,
 LC1619'38 FEET EAST OF CENTERLINE OF HIGHWAY 47, 1.5 FEET SOUTH OF A
 LC1619'POWERLINE POLE, AND 1.0 FOOT WEST OF FENCE. MARK IS A ALUMINUM
 LC1619'MONUMENT WITH MAGNET.
 LC1619'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
 LC1619'THE MARK IS 2.0 FT BELOW HIGHWAY 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0396 ***********************************************************************
 KB0396  DESIGNATION -  H 210
 KB0396  PID         -  KB0396
 KB0396  STATE/COUNTY-  IL/CUMBERLAND
 KB0396  USGS QUAD   -  GREENUP (1985)
 KB0396
 KB0396                         *CURRENT SURVEY CONTROL
 KB0396  ___________________________________________________________________
 KB0396* NAD 83(1986)-  39 13 37.     (N)    088 12 49.     (W)     SCALED    
 KB0396* NAVD 88     -       177.800  (meters)     583.33   (feet)  ADJUSTED  
 KB0396  ___________________________________________________________________
 KB0396  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB0396  DYNAMIC HT  -         177.695 (meters)     582.99  (feet)  COMP
 KB0396  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 KB0396
 KB0396  VERT ORDER  -  SECOND    CLASS 0
 KB0396
 KB0396.The horizontal coordinates were scaled from a topographic map and have
 KB0396.an estimated accuracy of +/- 6 seconds.
 KB0396
 KB0396.The orthometric height was determined by differential leveling
 KB0396.and adjusted by the National Geodetic Survey in June 1991..
 KB0396
 KB0396.The geoid height was determined by GEOID03.
 KB0396
 KB0396.The dynamic height is computed by dividing the NAVD 88
 KB0396.geopotential number by the normal gravity value computed on the
 KB0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0396.degrees latitude (g = 980.6199 gals.).
 KB0396
 KB0396.The modeled gravity was interpolated from observed gravity values.
 KB0396
 KB0396;                    North         East    Units  Estimated Accuracy
 KB0396;SPC IL E     -   284,180.      310,340.      MT  (+/- 180 meters Scaled)
 KB0396
 KB0396                          SUPERSEDED SURVEY CONTROL
 KB0396
 KB0396  NGVD 29 (??/??/92)  177.862  (m)          583.54   (f) ADJ UNCH    2 0
 KB0396
 KB0396.Superseded values are not recommended for survey control.
 KB0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0396.See file dsdata.txt to determine how the superseded data were derived.
 KB0396
 KB0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ952426(NAD 83)
 KB0396_MARKER: DB = BENCH MARK DISK
 KB0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0396_SP_SET: CULVERT
 KB0396_STAMPING: H 210 1959
 KB0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0396
 KB0396  HISTORY     - Date     Condition        Report By
 KB0396  HISTORY     - 1959     MONUMENTED       CGS
 KB0396
 KB0396                          STATION DESCRIPTION
 KB0396
 KB0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0396'2.6 MI NE FROM JEWETT.
 KB0396'ABOUT 2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0396'WITH JEWETT ROAD IN THE NORTH EDGE OF JEWETT, SET IN THE TOP OF
 KB0396'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A 12-FOOT CONCRETE
 KB0396'BOX CULVERT UNDER THE PENNSYLVANIA RAILROAD TRACKS, 23 FEET
 KB0396'NORTHWEST OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK, 155 FEET
 KB0396'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 40 AND ABOUT 8 FEET
 KB0396'BELOW THE LEVEL OF THE TRACK.  NOTE-- THE MARK MAY BE REACHED
 KB0396'FROM GREENUP, CUMBERLAND COUNTY, BY GOING 3.6 MILES SOUTHWEST
 KB0396'ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE HIGHWAY 130
 KB0396'IN GREENUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1392 ***********************************************************************
 KA1392  DESIGNATION -  H 211
 KA1392  PID         -  KA1392
 KA1392  STATE/COUNTY-  IL/CLARK
 KA1392  USGS QUAD   -  MARSHALL (1979)
 KA1392
 KA1392                         *CURRENT SURVEY CONTROL
 KA1392  ___________________________________________________________________
 KA1392* NAD 83(1986)-  39 22 54.     (N)    087 43 25.     (W)     SCALED    
 KA1392* NAVD 88     -       184.495  (meters)     605.30   (feet)  ADJUSTED  
 KA1392  ___________________________________________________________________
 KA1392  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KA1392  DYNAMIC HT  -         184.390 (meters)     604.95  (feet)  COMP
 KA1392  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 KA1392
 KA1392  VERT ORDER  -  SECOND    CLASS 0
 KA1392
 KA1392.The horizontal coordinates were scaled from a topographic map and have
 KA1392.an estimated accuracy of +/- 6 seconds.
 KA1392
 KA1392.The orthometric height was determined by differential leveling
 KA1392.and adjusted by the National Geodetic Survey in June 1991..
 KA1392
 KA1392.The geoid height was determined by GEOID03.
 KA1392
 KA1392.The dynamic height is computed by dividing the NAVD 88
 KA1392.geopotential number by the normal gravity value computed on the
 KA1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1392.degrees latitude (g = 980.6199 gals.).
 KA1392
 KA1392.The modeled gravity was interpolated from observed gravity values.
 KA1392
 KA1392;                    North         East    Units  Estimated Accuracy
 KA1392;SPC IL E     -   301,530.      352,530.      MT  (+/- 180 meters Scaled)
 KA1392
 KA1392                          SUPERSEDED SURVEY CONTROL
 KA1392
 KA1392  NGVD 29 (??/??/92)  184.576  (m)          605.56   (f) ADJ UNCH    2 0
 KA1392
 KA1392.Superseded values are not recommended for survey control.
 KA1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1392.See file dsdata.txt to determine how the superseded data were derived.
 KA1392
 KA1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ376593(NAD 83)
 KA1392_MARKER: DB = BENCH MARK DISK
 KA1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KA1392_SP_SET: CULVERT
 KA1392_STAMPING: H 211 1959
 KA1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1392+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KA1392
 KA1392  HISTORY     - Date     Condition        Report By
 KA1392  HISTORY     - 1959     MONUMENTED       CGS
 KA1392  HISTORY     - 1960     GOOD             NGS
 KA1392  HISTORY     - 19981030 MARK NOT FOUND   USPSQD
 KA1392  HISTORY     - 20050208 GOOD             ILDT
 KA1392
 KA1392                          STATION DESCRIPTION
 KA1392
 KA1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1392'2.4 MI SW FROM MARSHALL.
 KA1392'2.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1392'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, THENCE 0.1 MILE
 KA1392'SOUTHEAST ALONG MARSHALL ROAD, AT THE JUNCTION OF A DRIVE SOUTH
 KA1392'TO A FARM HOUSE, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 KA1392'OF A 4-FOOT CONCRETE BOX CULVERT, 43 1/2 FEET SOUTH OF THE CENTER
 KA1392'LINE OF THE ROAD, 54 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE
 KA1392'SOUTH, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
 KA1392
 KA1392                          STATION RECOVERY (1998)
 KA1392
 KA1392'RECOVERY NOTE BY US POWER SQUADRON 1998
 KA1392'MARK NOT FOUND.
 KA1392
 KA1392                          STATION RECOVERY (2005)
 KA1392
 KA1392'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0912 ***********************************************************************
 JB0912  DESIGNATION -  H 212
 JB0912  PID         -  JB0912
 JB0912  STATE/COUNTY-  IL/FAYETTE
 JB0912  USGS QUAD   -  VANDALIA (1974)
 JB0912
 JB0912                         *CURRENT SURVEY CONTROL
 JB0912  ___________________________________________________________________
 JB0912* NAD 83(1986)-  38 57 51.     (N)    089 04 01.     (W)     SCALED    
 JB0912* NAVD 88     -       146.103  (meters)     479.34   (feet)  ADJUSTED  
 JB0912  ___________________________________________________________________
 JB0912  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JB0912  DYNAMIC HT  -         146.013 (meters)     479.04  (feet)  COMP
 JB0912  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 JB0912
 JB0912  VERT ORDER  -  SECOND    CLASS 0
 JB0912
 JB0912.The horizontal coordinates were scaled from a topographic map and have
 JB0912.an estimated accuracy of +/- 6 seconds.
 JB0912
 JB0912.The orthometric height was determined by differential leveling
 JB0912.and adjusted by the National Geodetic Survey in June 1991..
 JB0912
 JB0912.The geoid height was determined by GEOID03.
 JB0912
 JB0912.The dynamic height is computed by dividing the NAVD 88
 JB0912.geopotential number by the normal gravity value computed on the
 JB0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0912.degrees latitude (g = 980.6199 gals.).
 JB0912
 JB0912.The modeled gravity was interpolated from observed gravity values.
 JB0912
 JB0912;                    North         East    Units  Estimated Accuracy
 JB0912;SPC IL E     -   255,260.      236,420.      MT  (+/- 180 meters Scaled)
 JB0912
 JB0912                          SUPERSEDED SURVEY CONTROL
 JB0912
 JB0912  NGVD 29 (??/??/92)  146.234  (m)          479.77   (f) ADJ UNCH    2 0
 JB0912
 JB0912.Superseded values are not recommended for survey control.
 JB0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0912.See file dsdata.txt to determine how the superseded data were derived.
 JB0912
 JB0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ209148(NAD 83)
 JB0912_MARKER: DB = BENCH MARK DISK
 JB0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0912_SP_SET: BRIDGE
 JB0912_STAMPING: H 212 1960
 JB0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0912
 JB0912  HISTORY     - Date     Condition        Report By
 JB0912  HISTORY     - 1960     MONUMENTED       CGS
 JB0912  HISTORY     - 1974     GOOD             USGS
 JB0912
 JB0912                          STATION DESCRIPTION
 JB0912
 JB0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0912'1.7 MI E FROM VANDALIA.
 JB0912'ABOUT 1.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JB0912'STATION AT VANDALIA, SET IN THE TOP OF THE NORTH END OF THE WEST
 JB0912'ONE OF TWO MAIN PIERS OF A RAILROAD BRIDGE, 7 FEET NORTH OF THE
 JB0912'NORTH RAIL, 2 1/2 FEET SOUTH OF THE NORTH END OF THE PIER, 282
 JB0912'FEET WEST OF THE EAST END OF THE CONCRETE PORTION OF THE BRIDGE
 JB0912'AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 JB0912
 JB0912                          STATION RECOVERY (1974)
 JB0912
 JB0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1404 ***********************************************************************
 JB1404  DESIGNATION -  H 213
 JB1404  PID         -  JB1404
 JB1404  STATE/COUNTY-  IL/BOND
 JB1404  USGS QUAD   -  POCAHONTAS (1974)
 JB1404
 JB1404                         *CURRENT SURVEY CONTROL
 JB1404  ___________________________________________________________________
 JB1404* NAD 83(1986)-  38 46 31.     (N)    089 35 52.     (W)     SCALED    
 JB1404* NAVD 88     -       157.103  (meters)     515.43   (feet)  ADJUSTED  
 JB1404  ___________________________________________________________________
 JB1404  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JB1404  DYNAMIC HT  -         157.005 (meters)     515.11  (feet)  COMP
 JB1404  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 JB1404
 JB1404  VERT ORDER  -  SECOND    CLASS 0
 JB1404
 JB1404.The horizontal coordinates were scaled from a topographic map and have
 JB1404.an estimated accuracy of +/- 6 seconds.
 JB1404
 JB1404.The orthometric height was determined by differential leveling
 JB1404.and adjusted by the National Geodetic Survey in June 1991..
 JB1404
 JB1404.The geoid height was determined by GEOID03.
 JB1404
 JB1404.The dynamic height is computed by dividing the NAVD 88
 JB1404.geopotential number by the normal gravity value computed on the
 JB1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1404.degrees latitude (g = 980.6199 gals.).
 JB1404
 JB1404.The modeled gravity was interpolated from observed gravity values.
 JB1404
 JB1404;                    North         East    Units  Estimated Accuracy
 JB1404;SPC IL W     -   234,180.      749,430.      MT  (+/- 180 meters Scaled)
 JB1404
 JB1404                          SUPERSEDED SURVEY CONTROL
 JB1404
 JB1404  NGVD 29 (??/??/92)  157.225  (m)          515.83   (f) ADJ UNCH    2 0
 JB1404
 JB1404.Superseded values are not recommended for survey control.
 JB1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1404.See file dsdata.txt to determine how the superseded data were derived.
 JB1404
 JB1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH743950(NAD 83)
 JB1404_MARKER: DB = BENCH MARK DISK
 JB1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1404_SP_SET: CULVERT
 JB1404_STAMPING: H 213 1960
 JB1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1404
 JB1404  HISTORY     - Date     Condition        Report By
 JB1404  HISTORY     - 1960     MONUMENTED       CGS
 JB1404
 JB1404                          STATION DESCRIPTION
 JB1404
 JB1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1404'5.5 MI SW FROM POCAHONTAS.
 JB1404'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB1404'JUNCTION WITH MAIN STREET IN POCAHONTAS, THENCE 1.85 MILE
 JB1404'SOUTH ALONG AN OILED ROAD, ABOUT 0.3 MILE SOUTH OF THE JUNCTION
 JB1404'OF STATE HIGHWAY 143 IN PIERRON, 7 FEET EAST OF THE CENTER LINE
 JB1404'OF THE ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 JB1404'OF A 4-FOOT CONCRETE BOX CULVERT, AND ABOUT 1 1/2 FEET ABOVE THE
 JB1404'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0732 ***********************************************************************
 JB0732  DESIGNATION -  H 214
 JB0732  PID         -  JB0732
 JB0732  STATE/COUNTY-  IL/FAYETTE
 JB0732  USGS QUAD   -  KINMUNDY (1985)
 JB0732
 JB0732                         *CURRENT SURVEY CONTROL
 JB0732  ___________________________________________________________________
 JB0732* NAD 83(1986)-  38 52 10.     (N)    088 45 34.     (W)     SCALED    
 JB0732* NAVD 88     -       177.145  (meters)     581.18   (feet)  ADJUSTED  
 JB0732  ___________________________________________________________________
 JB0732  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JB0732  DYNAMIC HT  -         177.035 (meters)     580.82  (feet)  COMP
 JB0732  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 JB0732
 JB0732  VERT ORDER  -  SECOND    CLASS 0
 JB0732
 JB0732.The horizontal coordinates were scaled from a topographic map and have
 JB0732.an estimated accuracy of +/- 6 seconds.
 JB0732
 JB0732.The orthometric height was determined by differential leveling
 JB0732.and adjusted by the National Geodetic Survey in June 1991..
 JB0732
 JB0732.The geoid height was determined by GEOID03.
 JB0732
 JB0732.The dynamic height is computed by dividing the NAVD 88
 JB0732.geopotential number by the normal gravity value computed on the
 JB0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0732.degrees latitude (g = 980.6199 gals.).
 JB0732
 JB0732.The modeled gravity was interpolated from observed gravity values.
 JB0732
 JB0732;                    North         East    Units  Estimated Accuracy
 JB0732;SPC IL E     -   244,570.      263,020.      MT  (+/- 180 meters Scaled)
 JB0732
 JB0732                          SUPERSEDED SURVEY CONTROL
 JB0732
 JB0732  NGVD 29 (??/??/92)  177.246  (m)          581.51   (f) ADJ UNCH    2 0
 JB0732
 JB0732.Superseded values are not recommended for survey control.
 JB0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0732.See file dsdata.txt to determine how the superseded data were derived.
 JB0732
 JB0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ473037(NAD 83)
 JB0732_MARKER: DB = BENCH MARK DISK
 JB0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0732_STAMPING: H 214 1960
 JB0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0732+STABILITY: SURFACE MOTION
 JB0732
 JB0732  HISTORY     - Date     Condition        Report By
 JB0732  HISTORY     - 1960     MONUMENTED       CGS
 JB0732
 JB0732                          STATION DESCRIPTION
 JB0732
 JB0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0732'2.8 MI W FROM LA CLEDE.
 JB0732'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE ILLINOIS
 JB0732'CENTRAL RAILROAD STATION AT LA CLEDE, THENCE 1.75 MILE WEST ALONG
 JB0732'AN ASPHALT ROAD, AT THE JUNCTION OF A CROSS ROAD, 25 FEET NORTH OF
 JB0732'THE CENTER LINE OF THE ROAD, 74 FEET WEST OF THE CENTER LINE
 JB0732'OF ROAD, 77 FEET NORTHWEST OF THE JUNCTION, 2 FEET NORTHEAST OF
 JB0732'A CONCRETE RIGHT-OF-WAY MARKER, 2 FEET SOUTHEAST OF A FENCE,
 JB0732'1.9 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 JB0732'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB0732'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0639 ***********************************************************************
 JB0639  DESIGNATION -  H 215
 JB0639  PID         -  JB0639
 JB0639  STATE/COUNTY-  IL/MARION
 JB0639  USGS QUAD   -  SALEM SOUTH (1978)
 JB0639
 JB0639                         *CURRENT SURVEY CONTROL
 JB0639  ___________________________________________________________________
 JB0639* NAD 83(1986)-  38 33 44.     (N)    088 57 16.     (W)     SCALED    
 JB0639* NAVD 88     -       166.331  (meters)     545.70   (feet)  ADJUSTED  
 JB0639  ___________________________________________________________________
 JB0639  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JB0639  DYNAMIC HT  -         166.225 (meters)     545.36  (feet)  COMP
 JB0639  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 JB0639
 JB0639  VERT ORDER  -  SECOND    CLASS 0
 JB0639
 JB0639.The horizontal coordinates were scaled from a topographic map and have
 JB0639.an estimated accuracy of +/- 6 seconds.
 JB0639
 JB0639.The orthometric height was determined by differential leveling
 JB0639.and adjusted by the National Geodetic Survey in June 1991..
 JB0639
 JB0639.The geoid height was determined by GEOID03.
 JB0639
 JB0639.The dynamic height is computed by dividing the NAVD 88
 JB0639.geopotential number by the normal gravity value computed on the
 JB0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0639.degrees latitude (g = 980.6199 gals.).
 JB0639
 JB0639.The modeled gravity was interpolated from observed gravity values.
 JB0639
 JB0639;                    North         East    Units  Estimated Accuracy
 JB0639;SPC IL E     -   210,560.      245,870.      MT  (+/- 180 meters Scaled)
 JB0639
 JB0639                          SUPERSEDED SURVEY CONTROL
 JB0639
 JB0639  NGVD 29 (??/??/92)  166.438  (m)          546.06   (f) ADJ UNCH    2 0
 JB0639
 JB0639.Superseded values are not recommended for survey control.
 JB0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0639.See file dsdata.txt to determine how the superseded data were derived.
 JB0639
 JB0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH297700(NAD 83)
 JB0639_MARKER: DB = BENCH MARK DISK
 JB0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0639_STAMPING: H 215 1960
 JB0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0639+STABILITY: SURFACE MOTION
 JB0639
 JB0639  HISTORY     - Date     Condition        Report By
 JB0639  HISTORY     - 1960     MONUMENTED       CGS
 JB0639
 JB0639                          STATION DESCRIPTION
 JB0639
 JB0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0639'5.3 MI S FROM SALEM.
 JB0639'ABOUT 4.55 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0639'HOUSE IN SALEM, THENCE 0.75 MILE WEST ALONG A GRAVEL ROAD, AT
 JB0639'THE JUNCTION OF A GRAVEL ROAD SOUTH AND AN OILED ROAD NORTH, AT
 JB0639'A DRIVEWAY NORTH TO A FARM HOUSE, 99 FEET WEST OF THE CENTER LINE
 JB0639'OF THE OILED ROAD, 92 FEET WEST-NORTHWEST OF THE CENTER OF THE
 JB0639'JUNCTION, 36 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 1 FOOT
 JB0639'SOUTH OF A FENCE, 18 FEET EAST OF A FENCE CORNER, 2.3 FEET
 JB0639'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 JB0639'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0639'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0301 ***********************************************************************
 JB0301  DESIGNATION -  H 216
 JB0301  PID         -  JB0301
 JB0301  STATE/COUNTY-  IL/JEFFERSON
 JB0301  USGS QUAD   -  INA (1975)
 JB0301
 JB0301                         *CURRENT SURVEY CONTROL
 JB0301  ___________________________________________________________________
 JB0301* NAD 83(1986)-  38 11 52.     (N)    088 54 10.     (W)     SCALED    
 JB0301* NAVD 88     -       127.510  (meters)     418.34   (feet)  ADJUSTED  
 JB0301  ___________________________________________________________________
 JB0301  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 JB0301  DYNAMIC HT  -         127.427 (meters)     418.07  (feet)  COMP
 JB0301  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 JB0301
 JB0301  VERT ORDER  -  SECOND    CLASS 0
 JB0301
 JB0301.The horizontal coordinates were scaled from a topographic map and have
 JB0301.an estimated accuracy of +/- 6 seconds.
 JB0301
 JB0301.The orthometric height was determined by differential leveling
 JB0301.and adjusted by the National Geodetic Survey in June 1991..
 JB0301
 JB0301.The geoid height was determined by GEOID03.
 JB0301
 JB0301.The dynamic height is computed by dividing the NAVD 88
 JB0301.geopotential number by the normal gravity value computed on the
 JB0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0301.degrees latitude (g = 980.6199 gals.).
 JB0301
 JB0301.The modeled gravity was interpolated from observed gravity values.
 JB0301
 JB0301;                    North         East    Units  Estimated Accuracy
 JB0301;SPC IL E     -   170,080.      250,120.      MT  (+/- 180 meters Scaled)
 JB0301
 JB0301                          SUPERSEDED SURVEY CONTROL
 JB0301
 JB0301  NGVD 29 (??/??/92)  127.614  (m)          418.68   (f) ADJ UNCH    2 0
 JB0301
 JB0301.Superseded values are not recommended for survey control.
 JB0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0301.See file dsdata.txt to determine how the superseded data were derived.
 JB0301
 JB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH333294(NAD 83)
 JB0301_MARKER: DB = BENCH MARK DISK
 JB0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0301_SP_SET: BRIDGE
 JB0301_STAMPING: H 216 1960
 JB0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0301
 JB0301  HISTORY     - Date     Condition        Report By
 JB0301  HISTORY     - 1960     MONUMENTED       CGS
 JB0301  HISTORY     - 1978     GOOD             ILDT
 JB0301
 JB0301                          STATION DESCRIPTION
 JB0301
 JB0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0301'3.2 MI N FROM INA.
 JB0301'ABOUT 3.15 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0301'RAILROAD FROM THE STATION AT INA, ABOUT 0.3 MILE SOUTH OF THE
 JB0301'SMALL COMMUNITY OF BONNIE, AT MILE POST 284, AT THE JUNCTION OF
 JB0301'A GRAVEL ROAD WEST AND A DRIVE EAST, SET IN THE TOP OF THE
 JB0301'SOUTHWEST END OF THE WINGWALL AT THE NORTHEAST CORNER OF A
 JB0301'15-FOOT CONCRETE HIGHWAY BRIDGE, 83 FEET NORTH-NORTHWEST OF
 JB0301'MILE POST 284, 21 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 JB0301'37, 32 FEET WEST OF THE WEST RAIL, 150 FEET SOUTH OF THE CENTER
 JB0301'LINE OF A DRIVE EAST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JB0301'HIGHWAY.
 JB0301
 JB0301                          STATION RECOVERY (1978)
 JB0301
 JB0301'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 JB0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0954 ***********************************************************************
 HB0954  DESIGNATION -  H 217
 HB0954  PID         -  HB0954
 HB0954  STATE/COUNTY-  IL/UNION
 HB0954  USGS QUAD   -  DONGOLA (1996)
 HB0954
 HB0954                         *CURRENT SURVEY CONTROL
 HB0954  ___________________________________________________________________
 HB0954* NAD 83(1986)-  37 20 15.     (N)    089 09 23.     (W)     SCALED    
 HB0954* NAVD 88     -       122.581  (meters)     402.17   (feet)  ADJUSTED  
 HB0954  ___________________________________________________________________
 HB0954  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HB0954  DYNAMIC HT  -         122.494 (meters)     401.88  (feet)  COMP
 HB0954  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 HB0954
 HB0954  VERT ORDER  -  SECOND    CLASS 0
 HB0954
 HB0954.The horizontal coordinates were scaled from a topographic map and have
 HB0954.an estimated accuracy of +/- 6 seconds.
 HB0954
 HB0954.The orthometric height was determined by differential leveling
 HB0954.and adjusted by the National Geodetic Survey in June 1991..
 HB0954
 HB0954.The geoid height was determined by GEOID03.
 HB0954
 HB0954.The dynamic height is computed by dividing the NAVD 88
 HB0954.geopotential number by the normal gravity value computed on the
 HB0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0954.degrees latitude (g = 980.6199 gals.).
 HB0954
 HB0954.The modeled gravity was interpolated from observed gravity values.
 HB0954
 HB0954;                    North         East    Units  Estimated Accuracy
 HB0954;SPC IL W     -    74,920.      789,520.      MT  (+/- 180 meters Scaled)
 HB0954
 HB0954                          SUPERSEDED SURVEY CONTROL
 HB0954
 HB0954  NGVD 29 (??/??/??)  122.554  (m)          402.08   (f) ADJUSTED    2 0
 HB0954
 HB0954.Superseded values are not recommended for survey control.
 HB0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0954.See file dsdata.txt to determine how the superseded data were derived.
 HB0954
 HB0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG089344(NAD 83)
 HB0954_MARKER: DB = BENCH MARK DISK
 HB0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0954_SP_SET: OVERPASS
 HB0954_STAMPING: H 217 1960
 HB0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0954+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HB0954
 HB0954  HISTORY     - Date     Condition        Report By
 HB0954  HISTORY     - 1960     MONUMENTED       CGS
 HB0954  HISTORY     - 1976     GOOD             ILDT
 HB0954  HISTORY     - 1976     GOOD             ILDT
 HB0954  HISTORY     - 1976     GOOD             ILDT
 HB0954  HISTORY     - 20020827 GOOD             USACE
 HB0954
 HB0954                          STATION DESCRIPTION
 HB0954
 HB0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0954'2 MI SE FROM DONGOLA.
 HB0954'ABOUT 0.05 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE ILLINOIS
 HB0954'CENTRAL RAILROAD STATION AT DONGOLA, THENCE 0.3 MILE SOUTHEAST
 HB0954'ALONG CROSS STREET, THENCE 0.5 MILE SOUTHEAST ALONG AN ASPHALT
 HB0954'ROAD, THENCE 1.15 MILES SOUTH ALONG A GRAVEL ROAD, SET IN THE TOP
 HB0954'OF THE NORTH END OF THE WEST HEADWALL OF INTERSTATE HIGHWAY 57
 HB0954'OVERPASS OVER A GRAVEL ROAD, 25 FEET WEST OF THE CENTER LINE OF
 HB0954'THE SOUTH-BOUND LANE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 HB0954
 HB0954                          STATION RECOVERY (1976)
 HB0954
 HB0954'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0954'RECOVERED IN GOOD CONDITION.
 HB0954
 HB0954                          STATION RECOVERY (1976)
 HB0954
 HB0954'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0954'RECOVERED IN GOOD CONDITION.
 HB0954
 HB0954                          STATION RECOVERY (1976)
 HB0954
 HB0954'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0954'RECOVERED IN GOOD CONDITION.
 HB0954
 HB0954                          STATION RECOVERY (2002)
 HB0954
 HB0954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1422 ***********************************************************************
 JB1422  DESIGNATION -  H 218
 JB1422  PID         -  JB1422
 JB1422  STATE/COUNTY-  IL/MADISON
 JB1422  USGS QUAD   -  WORDEN (1991)
 JB1422
 JB1422                         *CURRENT SURVEY CONTROL
 JB1422  ___________________________________________________________________
 JB1422* NAD 83(1986)-  38 56 45.     (N)    089 48 05.     (W)     SCALED    
 JB1422* NAVD 88     -       177.704  (meters)     583.02   (feet)  ADJUSTED  
 JB1422  ___________________________________________________________________
 JB1422  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JB1422  DYNAMIC HT  -         177.599 (meters)     582.67  (feet)  COMP
 JB1422  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 JB1422
 JB1422  VERT ORDER  -  SECOND    CLASS 0
 JB1422
 JB1422.The horizontal coordinates were scaled from a topographic map and have
 JB1422.an estimated accuracy of +/- 6 seconds.
 JB1422
 JB1422.The orthometric height was determined by differential leveling
 JB1422.and adjusted by the National Geodetic Survey in June 1991..
 JB1422
 JB1422.The geoid height was determined by GEOID03.
 JB1422
 JB1422.The dynamic height is computed by dividing the NAVD 88
 JB1422.geopotential number by the normal gravity value computed on the
 JB1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1422.degrees latitude (g = 980.6199 gals.).
 JB1422
 JB1422.The modeled gravity was interpolated from observed gravity values.
 JB1422
 JB1422;                    North         East    Units  Estimated Accuracy
 JB1422;SPC IL W     -   253,020.      731,670.      MT  (+/- 180 meters Scaled)
 JB1422
 JB1422                          SUPERSEDED SURVEY CONTROL
 JB1422
 JB1422  NGVD 29 (??/??/92)  177.825  (m)          583.41   (f) ADJ UNCH    2 0
 JB1422
 JB1422.Superseded values are not recommended for survey control.
 JB1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1422.See file dsdata.txt to determine how the superseded data were derived.
 JB1422
 JB1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ572144(NAD 83)
 JB1422_MARKER: DB = BENCH MARK DISK
 JB1422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1422_SP_SET: CULVERT
 JB1422_STAMPING: H 218 1960
 JB1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1422
 JB1422  HISTORY     - Date     Condition        Report By
 JB1422  HISTORY     - 1960     MONUMENTED       CGS
 JB1422
 JB1422                          STATION DESCRIPTION
 JB1422
 JB1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1422'2 MI E FROM WORDEN.
 JB1422'ABOUT 2 MILES EAST ALONG WORDEN ROAD FROM THE WORDEN PUBLIC
 JB1422'HIGHSCHOOL IN WORDEN THENCE 0.8 MILES NORTH ALONG STATE HIGHWAY
 JB1422'4 AT THE CROSSING OF THE CLEVELAND, CINCINNATI, CHICAGO AND
 JB1422'ST. LOUIS RIALROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST
 JB1422'HEADWALL OF A THREE FOOT CONCRETE BOX CULVERT, 21 FEET WEST OF
 JB1422'THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTHEAST OF THE
 JB1422'SOUTHEAST RAIL, 72 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 JB1422'AND ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1082 ***********************************************************************
 KB1082  DESIGNATION -  H 219
 KB1082  PID         -  KB1082
 KB1082  STATE/COUNTY-  IL/SANGAMON
 KB1082  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1082
 KB1082                         *CURRENT SURVEY CONTROL
 KB1082  ___________________________________________________________________
 KB1082* NAD 83(1986)-  39 55 19.     (N)    089 34 35.     (W)     SCALED    
 KB1082* NAVD 88     -       178.316  (meters)     585.03   (feet)  ADJUSTED  
 KB1082  ___________________________________________________________________
 KB1082  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1082  DYNAMIC HT  -         178.221 (meters)     584.71  (feet)  COMP
 KB1082  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KB1082
 KB1082  VERT ORDER  -  SECOND    CLASS 0
 KB1082
 KB1082.The horizontal coordinates were scaled from a topographic map and have
 KB1082.an estimated accuracy of +/- 6 seconds.
 KB1082
 KB1082.The orthometric height was determined by differential leveling
 KB1082.and adjusted by the National Geodetic Survey in June 1991..
 KB1082
 KB1082.The geoid height was determined by GEOID03.
 KB1082
 KB1082.The dynamic height is computed by dividing the NAVD 88
 KB1082.geopotential number by the normal gravity value computed on the
 KB1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1082.degrees latitude (g = 980.6199 gals.).
 KB1082
 KB1082.The modeled gravity was interpolated from observed gravity values.
 KB1082
 KB1082;                    North         East    Units  Estimated Accuracy
 KB1082;SPC IL W     -   361,490.      750,460.      MT  (+/- 180 meters Scaled)
 KB1082
 KB1082                          SUPERSEDED SURVEY CONTROL
 KB1082
 KB1082  NGVD 29 (??/??/92)  178.410  (m)          585.33   (f) ADJ UNCH    2 0
 KB1082
 KB1082.Superseded values are not recommended for survey control.
 KB1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1082.See file dsdata.txt to determine how the superseded data were derived.
 KB1082
 KB1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK798222(NAD 83)
 KB1082_MARKER: DB = BENCH MARK DISK
 KB1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1082_STAMPING: H 219 1960
 KB1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1082+STABILITY: SURFACE MOTION
 KB1082
 KB1082  HISTORY     - Date     Condition        Report By
 KB1082  HISTORY     - 1960     MONUMENTED       CGS
 KB1082  HISTORY     - 1976     GOOD             NGS
 KB1082
 KB1082                          STATION DESCRIPTION
 KB1082
 KB1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1082'1.9 MI NE FROM SHERMAN.
 KB1082'1.85 MILES NORTHEAST ALONG U.S. 66 FROM THE CROSSING OF U.S.
 KB1082'66 AND THE GULF MOBILE AND OHIO RAILROAD IN SHERMAN, THENCE 0.05
 KB1082'MILES EAST ALONG AN OILED ROAD, AT THE CROSSING OF THE ILLINOIS
 KB1082'TERMINAL RAILROAD, 20 FEET SOUTHEAST OF THE SOUTH EAST RAIL, 91
 KB1082'FEET SOUTH OF THE CENTER LINE OF THE OILED ROAD, 92 FEET SOUTH OF
 KB1082'THE CENTER OF CROSSING, 1 FOOT WEST OF A FENCE, 72 FEET SOUTH
 KB1082'OF A FENCE CORNER, 1.8 FEET NORTH OF A METAL WITNESS POST, 0.5
 KB1082'FEET BELOW THE LEVEL OF THE ROAD, ABOUT LEVEL WITH THE TRACK,
 KB1082'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB1082
 KB1082                          STATION RECOVERY (1976)
 KB1082
 KB1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0195 ***********************************************************************
 LC0195  DESIGNATION -  H 22
 LC0195  PID         -  LC0195
 LC0195  STATE/COUNTY-  IL/FORD
 LC0195  USGS QUAD   -  GIBSON CITY WEST (1982)
 LC0195
 LC0195                         *CURRENT SURVEY CONTROL
 LC0195  ___________________________________________________________________
 LC0195* NAD 83(1986)-  40 25 34.     (N)    088 23 34.     (W)     SCALED    
 LC0195* NAVD 88     -       223.016  (meters)     731.68   (feet)  ADJUSTED  
 LC0195  ___________________________________________________________________
 LC0195  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0195  DYNAMIC HT  -         222.910 (meters)     731.33  (feet)  COMP
 LC0195  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 LC0195
 LC0195  VERT ORDER  -  SECOND    CLASS 0
 LC0195
 LC0195.The horizontal coordinates were scaled from a topographic map and have
 LC0195.an estimated accuracy of +/- 6 seconds.
 LC0195
 LC0195.The orthometric height was determined by differential leveling
 LC0195.and adjusted by the National Geodetic Survey in June 1991..
 LC0195
 LC0195.The geoid height was determined by GEOID03.
 LC0195
 LC0195.The dynamic height is computed by dividing the NAVD 88
 LC0195.geopotential number by the normal gravity value computed on the
 LC0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0195.degrees latitude (g = 980.6199 gals.).
 LC0195
 LC0195.The modeled gravity was interpolated from observed gravity values.
 LC0195
 LC0195;                    North         East    Units  Estimated Accuracy
 LC0195;SPC IL E     -   417,320.      294,960.      MT  (+/- 180 meters Scaled)
 LC0195
 LC0195                          SUPERSEDED SURVEY CONTROL
 LC0195
 LC0195  NGVD 29 (??/??/92)  223.068  (m)          731.85   (f) ADJ UNCH    2 0
 LC0195
 LC0195.Superseded values are not recommended for survey control.
 LC0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0195.See file dsdata.txt to determine how the superseded data were derived.
 LC0195
 LC0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK818759(NAD 83)
 LC0195_MARKER: DB = BENCH MARK DISK
 LC0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0195_SP_SET: BRIDGE
 LC0195_STAMPING: H 22 1934
 LC0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0195
 LC0195  HISTORY     - Date     Condition        Report By
 LC0195  HISTORY     - 1934     MONUMENTED       CGS
 LC0195  HISTORY     - 1973     GOOD             NGS
 LC0195
 LC0195                          STATION DESCRIPTION
 LC0195
 LC0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0195'1 MI NE FROM PROCTOR.
 LC0195'IN FORD COUNTY, 1.0 MILE NORTHEAST ALONG THE WABASH RAILWAY
 LC0195'FROM THE STATION AT PROCTOR, CHAMPAIGN COUNTY, 4 POLES NORTH
 LC0195'OF MILEPOST 116, 6 POLES SOUTH OF A PUBLIC-ROAD CROSSING, IN
 LC0195'THE TOP OF THE WEST END OF A NORTH ABUTMENT OF A 60-FOOT STEEL
 LC0195'BRIDGE 1320, AND 9 FEET WEST OF THE CENTERLINE OF THE TRACK.
 LC0195'A STANDARD DISK, STAMPED H 22 1934.
 LC0195
 LC0195                          STATION RECOVERY (1973)
 LC0195
 LC0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1607 ***********************************************************************
 LC1607  DESIGNATION -  H 220 RESET 1980
 LC1607  PID         -  LC1607
 LC1607  STATE/COUNTY-  IL/MCLEAN
 LC1607  USGS QUAD   -  MC LEAN (1981)
 LC1607
 LC1607                         *CURRENT SURVEY CONTROL
 LC1607  ___________________________________________________________________
 LC1607* NAD 83(1986)-  40 18 41.     (N)    089 08 56.     (W)     SCALED    
 LC1607* NAVD 88     -       216.07   (meters)     708.9    (feet)  RESET     
 LC1607  ___________________________________________________________________
 LC1607  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LC1607
 LC1607  VERT ORDER  -  THIRD
 LC1607
 LC1607.The horizontal coordinates were scaled from a topographic map and have
 LC1607.an estimated accuracy of +/- 6 seconds.
 LC1607
 LC1607.The orthometric height was computed from unverified reset data.
 LC1607.No vertical observational check was made to the station.
 LC1607
 LC1607.The geoid height was determined by GEOID03.
 LC1607
 LC1607;                    North         East    Units  Estimated Accuracy
 LC1607;SPC IL E     -   404,900.      230,680.      MT  (+/- 180 meters Scaled)
 LC1607
 LC1607                          SUPERSEDED SURVEY CONTROL
 LC1607
 LC1607  NGVD 29 (03/28/06)  216.13   (m)          709.1    (f) RESET       3  
 LC1607
 LC1607.Superseded values are not recommended for survey control.
 LC1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1607.See file dsdata.txt to determine how the superseded data were derived.
 LC1607
 LC1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK174645(NAD 83)
 LC1607_MARKER: DB = BENCH MARK DISK
 LC1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1607_STAMPING: H 220 RESET 1980
 LC1607_PROJECTION: FLUSH
 LC1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1607+STABILITY: SURFACE MOTION
 LC1607
 LC1607  HISTORY     - Date     Condition        Report By
 LC1607  HISTORY     - 1980     MONUMENTED       NGS
 LC1607
 LC1607                          STATION DESCRIPTION
 LC1607
 LC1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LC1607'1.0 MI EAST FROM MCLEAN.
 LC1607'0.7 MILE EAST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION WITH INTERSTATE
 LC1607'HIGHWAY 55 AT THE EDGE OF MCLEAN, AT THE SOUTHEAST ANGLE OF HIGHWAY
 LC1607'136 AND PAVED ROAD TO THE SOUTH, 79 FEET OF CENTERLINE OF PAVED ROAD,
 LC1607'1.5 FEET WEST OF POWER LINE POLE NUMBER P 326.
 LC1607'THE MARK IS 1.5 FT  E FROM A WITNESS POST.
 LC1607'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0537 ***********************************************************************
 NH0537  DESIGNATION -  H 221
 NH0537  PID         -  NH0537
 NH0537  STATE/COUNTY-  IL/WINNEBAGO
 NH0537  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0537
 NH0537                         *CURRENT SURVEY CONTROL
 NH0537  ___________________________________________________________________
 NH0537* NAD 83(1986)-  42 25 14.     (N)    089 02 55.     (W)     SCALED    
 NH0537* NAVD 88     -       229.619  (meters)     753.34   (feet)  ADJUSTED  
 NH0537  ___________________________________________________________________
 NH0537  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH0537  DYNAMIC HT  -         229.547 (meters)     753.11  (feet)  COMP
 NH0537  MODELED GRAV-     980,305.0   (mgal)                       NAVD 88
 NH0537
 NH0537  VERT ORDER  -  FIRST     CLASS II
 NH0537
 NH0537.The horizontal coordinates were scaled from a topographic map and have
 NH0537.an estimated accuracy of +/- 6 seconds.
 NH0537
 NH0537.The orthometric height was determined by differential leveling
 NH0537.and adjusted by the National Geodetic Survey in June 1991..
 NH0537
 NH0537.The geoid height was determined by GEOID03.
 NH0537
 NH0537.The dynamic height is computed by dividing the NAVD 88
 NH0537.geopotential number by the normal gravity value computed on the
 NH0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0537.degrees latitude (g = 980.6199 gals.).
 NH0537
 NH0537.The modeled gravity was interpolated from observed gravity values.
 NH0537
 NH0537;                    North         East    Units  Estimated Accuracy
 NH0537;SPC IL W     -   639,400.      792,010.      MT  (+/- 180 meters Scaled)
 NH0537
 NH0537                          SUPERSEDED SURVEY CONTROL
 NH0537
 NH0537  NGVD 29 (??/??/92)  229.680  (m)          753.54   (f) ADJ UNCH    1 2
 NH0537
 NH0537.Superseded values are not recommended for survey control.
 NH0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0537.See file dsdata.txt to determine how the superseded data were derived.
 NH0537
 NH0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM314985(NAD 83)
 NH0537_MARKER: DB = BENCH MARK DISK
 NH0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0537_STAMPING: H 221 1960
 NH0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0537+STABILITY: SURFACE MOTION
 NH0537
 NH0537  HISTORY     - Date     Condition        Report By
 NH0537  HISTORY     - 1960     MONUMENTED       CGS
 NH0537  HISTORY     - 19970530 GOOD             USPSQD
 NH0537
 NH0537                          STATION DESCRIPTION
 NH0537
 NH0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0537'3.2 MI SE FROM ROCKTON.
 NH0537'ABOUT 3.15 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0537'AND PACIFIC RAILROAD FROM THE STATION AT ROCKTON, 206 YARDS
 NH0537'SOUTH-SOUTHEAST OF MILEPOLE 3, IN S-31, R-2 E, T-46 N, 45 1/2 FEET
 NH0537'EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL, 88 YARDS NORTH-NORTHWEST
 NH0537'OF A PRIVATE FARM CROSSING LEADING NORTH, 22 FEET WEST OF THE
 NH0537'CENTER LINE OF PRIVATE FARM ROAD, 1 FOOT WEST-SOUTHWEST OF A
 NH0537'RIGHT-OF-WAY FENCE, 2 FEET SOUTH-SOUTHEAST OF A STEEL WITNESS
 NH0537'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP
 NH0537'OF A CONCRETE POST PROJECTING 4 INCHES.
 NH0537
 NH0537                          STATION RECOVERY (1997)
 NH0537
 NH0537'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0558 ***********************************************************************
 NH0558  DESIGNATION -  H 222 RESET 1970
 NH0558  PID         -  NH0558
 NH0558  STATE/COUNTY-  IL/WINNEBAGO
 NH0558  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0558
 NH0558                         *CURRENT SURVEY CONTROL
 NH0558  ___________________________________________________________________
 NH0558* NAD 83(1986)-  42 20 19.     (N)    089 03 10.     (W)     SCALED    
 NH0558* NAVD 88     -       223.69   (+/-2cm)     733.9    (feet)  VERTCON   
 NH0558  ___________________________________________________________________
 NH0558  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NH0558
 NH0558  VERT ORDER  -  THIRD (See Below)
 NH0558
 NH0558.The horizontal coordinates were scaled from a topographic map and have
 NH0558.an estimated accuracy of +/- 6 seconds.
 NH0558
 NH0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0558.The vertical order pertains to the NGVD 29 superseded value.
 NH0558
 NH0558.The geoid height was determined by GEOID03.
 NH0558
 NH0558;                    North         East    Units  Estimated Accuracy
 NH0558;SPC IL W     -   630,290.      791,790.      MT  (+/- 180 meters Scaled)
 NH0558
 NH0558                          SUPERSEDED SURVEY CONTROL
 NH0558
 NH0558  NGVD 29 (??/??/??)  223.75   (m)          734.1    (f) RESET       3  
 NH0558
 NH0558.Superseded values are not recommended for survey control.
 NH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0558.See file dsdata.txt to determine how the superseded data were derived.
 NH0558
 NH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM308894(NAD 83)
 NH0558_MARKER: DB = BENCH MARK DISK
 NH0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0558_SP_SET: STEP
 NH0558_STAMPING: H 222 RESET 1970
 NH0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0558
 NH0558  HISTORY     - Date     Condition        Report By
 NH0558  HISTORY     - 1970     MONUMENTED       NGS
 NH0558  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0558
 NH0558                          STATION DESCRIPTION
 NH0558
 NH0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0558'AT LOVES PARK.
 NH0558'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF THE
 NH0558'CONCRETE STEP OF THE SOUTH AND WEST ENTRANCE OF THE NORTH PARK
 NH0558'ANNEX SCHOOL OF LOVES PARK, 63 FEET EAST OF THE CENTERLINE OF
 NH0558'THE NORTH BOUND LANE OF SECOND STREET, 71 FEET NORTH OF THE
 NH0558'CENTERLINE OF SUPERIOR AVE., 35 FEET EAST OF A FENCE, 40 FEET
 NH0558'NORTH OF TH ESOUTHWEST CORNER OF THE SCHOOL AND 8 FEET NORTHWEST
 NH0558'OF THE CENTER OF THE DOOR OF THE ENTRANCE.
 NH0558
 NH0558                          STATION RECOVERY (1987)
 NH0558
 NH0558'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0638 ***********************************************************************
 NH0638  DESIGNATION -  H 223
 NH0638  PID         -  NH0638
 NH0638  STATE/COUNTY-  IL/OGLE
 NH0638  USGS QUAD   -  KINGS (1993)
 NH0638
 NH0638                         *CURRENT SURVEY CONTROL
 NH0638  ___________________________________________________________________
 NH0638* NAD 83(1986)-  42 01 23.     (N)    089 06 15.     (W)     SCALED    
 NH0638* NAVD 88     -       265.251  (meters)     870.24   (feet)  ADJUSTED  
 NH0638  ___________________________________________________________________
 NH0638  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NH0638  DYNAMIC HT  -         265.161 (meters)     869.95  (feet)  COMP
 NH0638  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 NH0638
 NH0638  VERT ORDER  -  FIRST     CLASS I
 NH0638
 NH0638.The horizontal coordinates were scaled from a topographic map and have
 NH0638.an estimated accuracy of +/- 6 seconds.
 NH0638
 NH0638.The orthometric height was determined by differential leveling
 NH0638.and adjusted by the National Geodetic Survey in June 1991..
 NH0638
 NH0638.The geoid height was determined by GEOID03.
 NH0638
 NH0638.The dynamic height is computed by dividing the NAVD 88
 NH0638.geopotential number by the normal gravity value computed on the
 NH0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0638.degrees latitude (g = 980.6199 gals.).
 NH0638
 NH0638.The modeled gravity was interpolated from observed gravity values.
 NH0638
 NH0638;                    North         East    Units  Estimated Accuracy
 NH0638;SPC IL W     -   595,190.      787,990.      MT  (+/- 180 meters Scaled)
 NH0638
 NH0638                          SUPERSEDED SURVEY CONTROL
 NH0638
 NH0638  NGVD 29 (??/??/92)  265.285  (m)          870.36   (f) ADJ UNCH    1 1
 NH0638
 NH0638.Superseded values are not recommended for survey control.
 NH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0638.See file dsdata.txt to determine how the superseded data were derived.
 NH0638
 NH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM257544(NAD 83)
 NH0638_MARKER: DB = BENCH MARK DISK
 NH0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0638_SP_SET: CULVERT
 NH0638_STAMPING: H 223 1960
 NH0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0638
 NH0638  HISTORY     - Date     Condition        Report By
 NH0638  HISTORY     - 1960     MONUMENTED       CGS
 NH0638  HISTORY     - 1969     GOOD             NGS
 NH0638  HISTORY     - 19960514 GOOD             USPSQD
 NH0638  HISTORY     - 20010725 GOOD             USPSQD
 NH0638
 NH0638                          STATION DESCRIPTION
 NH0638
 NH0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0638'1.2 MI N FROM KINGS.
 NH0638'ABOUT 1.15 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0638'RAILROAD FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, 0.15 MILE
 NH0638'NORTH OF THE CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 0.25
 NH0638'MILE NORTH OF MILEPOST 6, ON THE OUTSIDE OF A CURVE IN THE TRACK,
 NH0638'8 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE NORTH END
 NH0638'OF THE WEST CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER
 NH0638'THE TRACK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 15,
 NH0638'T41N, R1E.
 NH0638
 NH0638                          STATION RECOVERY (1996)
 NH0638
 NH0638'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0638'RECOVERED IN GOOD CONDITION.
 NH0638
 NH0638                          STATION RECOVERY (2001)
 NH0638
 NH0638'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0568 ***********************************************************************
 MF0568  DESIGNATION -  H 224
 MF0568  PID         -  MF0568
 MF0568  STATE/COUNTY-  IL/LEE
 MF0568  USGS QUAD   -  STEWARD (1993)
 MF0568
 MF0568                         *CURRENT SURVEY CONTROL
 MF0568  ___________________________________________________________________
 MF0568* NAD 83(1986)-  41 48 13.     (N)    089 01 46.     (W)     SCALED    
 MF0568* NAVD 88     -       244.677  (meters)     802.74   (feet)  POSTED    
 MF0568  ___________________________________________________________________
 MF0568  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0568  DYNAMIC HT  -         244.590 (meters)     802.46  (feet)  COMP
 MF0568  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 MF0568
 MF0568  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MF0568
 MF0568.The horizontal coordinates were scaled from a topographic map and have
 MF0568.an estimated accuracy of +/- 6 seconds.
 MF0568
 MF0568.The orthometric height was determined by differential leveling
 MF0568.and adjusted by the National Geodetic Survey in 1992..
 MF0568.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MF0568.rate of 3.1 thru 4.0 mm/km.
 MF0568
 MF0568.The geoid height was determined by GEOID03.
 MF0568
 MF0568.The dynamic height is computed by dividing the NAVD 88
 MF0568.geopotential number by the normal gravity value computed on the
 MF0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0568.degrees latitude (g = 980.6199 gals.).
 MF0568
 MF0568.The modeled gravity was interpolated from observed gravity values.
 MF0568
 MF0568;                    North         East    Units  Estimated Accuracy
 MF0568;SPC IL W     -   570,900.      794,500.      MT  (+/- 180 meters Scaled)
 MF0568
 MF0568                          SUPERSEDED SURVEY CONTROL
 MF0568
 MF0568  NGVD 29 (??/??/92)  244.73   (m)          802.9    (f) COMPUTED    1 2
 MF0568
 MF0568.Superseded values are not recommended for survey control.
 MF0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0568.See file dsdata.txt to determine how the superseded data were derived.
 MF0568
 MF0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM314299(NAD 83)
 MF0568_MARKER: DB = BENCH MARK DISK
 MF0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0568_SP_SET: BRIDGE
 MF0568_STAMPING: H 224 1960
 MF0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0568
 MF0568  HISTORY     - Date     Condition        Report By
 MF0568  HISTORY     - 1960     MONUMENTED       CGS
 MF0568  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0568  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0568  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF0568
 MF0568                          STATION DESCRIPTION
 MF0568
 MF0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0568'1.7 MI N FROM SCARBORO.
 MF0568'ABOUT 1.7 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0568'AND PACIFIC RAILROAD FROM THE GRAIN ELEVATOR AT SCARBORO, ABOUT
 MF0568'3.05 MILES SOUTH ALONG THE C.M. ST. P. AND P. RR. FROM THE
 MF0568'CROSSING OF A CONCRETE ROAD AT STEWARD, IN S-32, R-2E, T-39N, 78 YARDS
 MF0568'EAST OF THE GRAVEL ROAD, 0.1 MILE SOUTH ACROSS COUNTRY FROM
 MF0568'STEEL PLATE RAILROAD BRIDGE OVER A DRAINAGE DITCH, 15 FEET NORTH
 MF0568'OF THE CENTER LINE OF GRAVEL ROAD, IN TOP OF THE NORTHWEST
 MF0568'WING WALL OF A 45-FOOT CONCRETE BRIDGE FOR GRAVEL ROAD OVER A
 MF0568'DRAINAGE DITCH, 3.2 FEET NORTHWEST OF WEST END OF NORTH CONCRETE
 MF0568'BANISTER, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 MF0568
 MF0568                          STATION RECOVERY (1995)
 MF0568
 MF0568'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0568'MARK NOT FOUND.
 MF0568
 MF0568                          STATION RECOVERY (2002)
 MF0568
 MF0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0568'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0568
 MF0568                          STATION RECOVERY (2003)
 MF0568
 MF0568'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0569 ***********************************************************************
 MF0569  DESIGNATION -  H 224 RESET 1963
 MF0569  PID         -  MF0569
 MF0569  STATE/COUNTY-  IL/LEE
 MF0569  USGS QUAD   -  STEWARD (1993)
 MF0569
 MF0569                         *CURRENT SURVEY CONTROL
 MF0569  ___________________________________________________________________
 MF0569* NAD 83(1986)-  41 48 13.     (N)    089 01 46.     (W)     SCALED    
 MF0569* NAVD 88     -       244.848  (meters)     803.31   (feet)  ADJUSTED  
 MF0569  ___________________________________________________________________
 MF0569  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0569  DYNAMIC HT  -         244.759 (meters)     803.01  (feet)  COMP
 MF0569  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 MF0569
 MF0569  VERT ORDER  -  FIRST     CLASS I
 MF0569
 MF0569.The horizontal coordinates were scaled from a topographic map and have
 MF0569.an estimated accuracy of +/- 6 seconds.
 MF0569
 MF0569.The orthometric height was determined by differential leveling
 MF0569.and adjusted by the National Geodetic Survey in June 1991..
 MF0569
 MF0569.The geoid height was determined by GEOID03.
 MF0569
 MF0569.The dynamic height is computed by dividing the NAVD 88
 MF0569.geopotential number by the normal gravity value computed on the
 MF0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0569.degrees latitude (g = 980.6199 gals.).
 MF0569
 MF0569.The modeled gravity was interpolated from observed gravity values.
 MF0569
 MF0569;                    North         East    Units  Estimated Accuracy
 MF0569;SPC IL W     -   570,900.      794,500.      MT  (+/- 180 meters Scaled)
 MF0569
 MF0569                          SUPERSEDED SURVEY CONTROL
 MF0569
 MF0569  NGVD 29 (??/??/92)  244.900  (m)          803.48   (f) ADJ UNCH    1 1
 MF0569
 MF0569.Superseded values are not recommended for survey control.
 MF0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0569.See file dsdata.txt to determine how the superseded data were derived.
 MF0569
 MF0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM314299(NAD 83)
 MF0569_MARKER: DB = BENCH MARK DISK
 MF0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0569_SP_SET: BRIDGE
 MF0569_STAMPING: H 224 RESET 1963
 MF0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0569
 MF0569  HISTORY     - Date     Condition        Report By
 MF0569  HISTORY     - 1963     MONUMENTED       CGS
 MF0569  HISTORY     - 1969     GOOD             NGS
 MF0569  HISTORY     - 19950818 GOOD             USPSQD
 MF0569  HISTORY     - 20020123 GOOD             NGS
 MF0569
 MF0569                          STATION DESCRIPTION
 MF0569
 MF0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0569'8.8 MI S FROM ROCHELLE.
 MF0569'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0569'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 3.25 MILES SOUTH
 MF0569'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 MF0569'229 FEET EAST OF THE EAST RAIL, 15 FEET NORTH OF THE CENTER LINE
 MF0569'OF A PAVED ROAD, SET IN THE TOP OF THE NORTHWEST CONCRETE
 MF0569'WINGWALL OF A CONCRETE BRIDGE OVER A DRAINAGE DITCH, 1 FOOT
 MF0569'WEST OF THE WEST END OF THE NORTH CONCRETE GUARD RAIL FOR THE
 MF0569'BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  SEC 32,
 MF0569'T39N, R 2E.  NOTE-- STAMPING NOT INDICATED ON LITHO SHEET,
 MF0569'HOWEVER, STAMPING IS AS SHOWN.
 MF0569
 MF0569                          STATION RECOVERY (1995)
 MF0569
 MF0569'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0569'RECOVERED IN GOOD CONDITION.
 MF0569
 MF0569                          STATION RECOVERY (2002)
 MF0569
 MF0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0680 ***********************************************************************
 MF0680  DESIGNATION -  H 225
 MF0680  PID         -  MF0680
 MF0680  STATE/COUNTY-  IL/LA SALLE
 MF0680  USGS QUAD   -  TROY GROVE (1993)
 MF0680
 MF0680                         *CURRENT SURVEY CONTROL
 MF0680  ___________________________________________________________________
 MF0680* NAD 83(1986)-  41 28 10.     (N)    089 07 02.     (W)     SCALED    
 MF0680* NAVD 88     -       207.514  (meters)     680.82   (feet)  ADJUSTED  
 MF0680  ___________________________________________________________________
 MF0680  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0680  DYNAMIC HT  -         207.433 (meters)     680.55  (feet)  COMP
 MF0680  MODELED GRAV-     980,228.7   (mgal)                       NAVD 88
 MF0680
 MF0680  VERT ORDER  -  FIRST     CLASS I
 MF0680
 MF0680.The horizontal coordinates were scaled from a topographic map and have
 MF0680.an estimated accuracy of +/- 6 seconds.
 MF0680
 MF0680.The orthometric height was determined by differential leveling
 MF0680.and adjusted by the National Geodetic Survey in June 1991..
 MF0680
 MF0680.The geoid height was determined by GEOID03.
 MF0680
 MF0680.The dynamic height is computed by dividing the NAVD 88
 MF0680.geopotential number by the normal gravity value computed on the
 MF0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0680.degrees latitude (g = 980.6199 gals.).
 MF0680
 MF0680.The modeled gravity was interpolated from observed gravity values.
 MF0680
 MF0680;                    North         East    Units  Estimated Accuracy
 MF0680;SPC IL E     -   533,470.      234,520.      MT  (+/- 180 meters Scaled)
 MF0680
 MF0680                          SUPERSEDED SURVEY CONTROL
 MF0680
 MF0680  NGVD 29 (??/??/92)  207.562  (m)          680.98   (f) ADJ UNCH    1 1
 MF0680
 MF0680.Superseded values are not recommended for survey control.
 MF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0680.See file dsdata.txt to determine how the superseded data were derived.
 MF0680
 MF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL232930(NAD 83)
 MF0680_MARKER: DB = BENCH MARK DISK
 MF0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0680_SP_SET: CULVERT
 MF0680_STAMPING: H 225 1960
 MF0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0680+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 MF0680
 MF0680  HISTORY     - Date     Condition        Report By
 MF0680  HISTORY     - 1960     MONUMENTED       CGS
 MF0680  HISTORY     - 1969     GOOD             NGS
 MF0680  HISTORY     - 19970711 GOOD             USPSQD
 MF0680  HISTORY     - 20020803 GOOD             USPSQD
 MF0680
 MF0680                          STATION DESCRIPTION
 MF0680
 MF0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0680'5.6 MI S FROM MENDOTA.
 MF0680'ABOUT 5.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 MF0680'FROM THE RAILROAD STATION AT MENDOTA, 0.2 MILE NORTH OF
 MF0680'MILEPOST 866, AT A CROSSING OF THE RAILROAD AND U.S. HIGHWAY 52,
 MF0680'47 FEET WEST OF THE WEST RAIL, 27 FEET NORTH OF THE CENTER LINE OF
 MF0680'THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH
 MF0680'CONCRETE HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 MF0680'37 YARDS NORTHWEST AND ACROSS THE TRACK AND THE HIGHWAY FROM
 MF0680'BENCH MARK Q 236, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 MF0680'AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  SEC 28,
 MF0680'T35N, R 1E.
 MF0680
 MF0680                          STATION RECOVERY (1997)
 MF0680
 MF0680'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0680'RECOVERED IN GOOD CONDITION.
 MF0680
 MF0680                          STATION RECOVERY (2002)
 MF0680
 MF0680'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0098 ***********************************************************************
 NH0098  DESIGNATION -  H 226
 NH0098  PID         -  NH0098
 NH0098  STATE/COUNTY-  IL/MCHENRY
 NH0098  USGS QUAD   -  RICHMOND (1992)
 NH0098
 NH0098                         *CURRENT SURVEY CONTROL
 NH0098  ___________________________________________________________________
 NH0098* NAD 83(1986)-  42 27 49.     (N)    088 19 14.     (W)     SCALED    
 NH0098* NAVD 88     -       256.578  (meters)     841.79   (feet)  ADJUSTED  
 NH0098  ___________________________________________________________________
 NH0098  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NH0098  DYNAMIC HT  -         256.496 (meters)     841.52  (feet)  COMP
 NH0098  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 NH0098
 NH0098  VERT ORDER  -  SECOND    CLASS 0
 NH0098
 NH0098.The horizontal coordinates were scaled from a topographic map and have
 NH0098.an estimated accuracy of +/- 6 seconds.
 NH0098
 NH0098.The orthometric height was determined by differential leveling
 NH0098.and adjusted by the National Geodetic Survey in June 1991..
 NH0098
 NH0098.The geoid height was determined by GEOID03.
 NH0098
 NH0098.The dynamic height is computed by dividing the NAVD 88
 NH0098.geopotential number by the normal gravity value computed on the
 NH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0098.degrees latitude (g = 980.6199 gals.).
 NH0098
 NH0098.The modeled gravity was interpolated from observed gravity values.
 NH0098
 NH0098;                    North         East    Units  Estimated Accuracy
 NH0098;SPC IL E     -   643,600.      301,050.      MT  (+/- 180 meters Scaled)
 NH0098
 NH0098                          SUPERSEDED SURVEY CONTROL
 NH0098
 NH0098  NGVD 29 (??/??/92)  256.651  (m)          842.03   (f) ADJ UNCH    2 0
 NH0098
 NH0098.Superseded values are not recommended for survey control.
 NH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0098.See file dsdata.txt to determine how the superseded data were derived.
 NH0098
 NH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN914020(NAD 83)
 NH0098_MARKER: DB = BENCH MARK DISK
 NH0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0098_STAMPING: H 226 1960
 NH0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0098+STABILITY: SURFACE MOTION
 NH0098
 NH0098  HISTORY     - Date     Condition        Report By
 NH0098  HISTORY     - 1960     MONUMENTED       CGS
 NH0098  HISTORY     - 19930822 GOOD             USPSQD
 NH0098
 NH0098                          STATION DESCRIPTION
 NH0098
 NH0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0098'1 MI NW FROM RICHMOND.
 NH0098'ABOUT 1.0 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0098'AND PACIFIC RAILROAD FROM THE CROSSING OF THE CHICAGO AND NORTH
 NH0098'WESTERN RAILWAY IN THE SOUTH PART OF RICHMOND, 0.3 MILE NORTHWEST
 NH0098'OF MILEPOLE 58, ABOUT 11 1/2 RAILS SOUTHEAST OF THE SOUTHEAST
 NH0098'END OF BRIDGE A 448, 46 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NH0098'4 1/2 FEET NORTHWEST OF A T FENCE CORNER, 1 1/2 FEET SOUTHWEST
 NH0098'OF A RIGHT-OF-WAY FENCE LINE, 1 1/2 FEET SOUTHEAST OF A STEEL
 NH0098'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 NH0098'SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NH0098
 NH0098                          STATION RECOVERY (1993)
 NH0098
 NH0098'RECOVERY NOTE BY US POWER SQUADRON 1993
 NH0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0171 ***********************************************************************
 NH0171  DESIGNATION -  H 227
 NH0171  PID         -  NH0171
 NH0171  STATE/COUNTY-  IL/KANE
 NH0171  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0171
 NH0171                         *CURRENT SURVEY CONTROL
 NH0171  ___________________________________________________________________
 NH0171* NAD 83(1986)-  42 07 54.     (N)    088 16 35.     (W)     SCALED    
 NH0171* NAVD 88     -       223.739  (meters)     734.05   (feet)  ADJUSTED  
 NH0171  ___________________________________________________________________
 NH0171  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH0171  DYNAMIC HT  -         223.661 (meters)     733.79  (feet)  COMP
 NH0171  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 NH0171
 NH0171  VERT ORDER  -  SECOND    CLASS 0
 NH0171
 NH0171.The horizontal coordinates were scaled from a topographic map and have
 NH0171.an estimated accuracy of +/- 6 seconds.
 NH0171
 NH0171.The orthometric height was determined by differential leveling
 NH0171.and adjusted by the National Geodetic Survey in June 1991..
 NH0171
 NH0171.The geoid height was determined by GEOID03.
 NH0171
 NH0171.The dynamic height is computed by dividing the NAVD 88
 NH0171.geopotential number by the normal gravity value computed on the
 NH0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0171.degrees latitude (g = 980.6199 gals.).
 NH0171
 NH0171.The modeled gravity was interpolated from observed gravity values.
 NH0171
 NH0171;                    North         East    Units  Estimated Accuracy
 NH0171;SPC IL E     -   606,730.      304,710.      MT  (+/- 180 meters Scaled)
 NH0171
 NH0171                          SUPERSEDED SURVEY CONTROL
 NH0171
 NH0171  NGVD 29 (??/??/92)  223.803  (m)          734.26   (f) ADJ UNCH    2 0
 NH0171
 NH0171.Superseded values are not recommended for survey control.
 NH0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0171.See file dsdata.txt to determine how the superseded data were derived.
 NH0171
 NH0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM945651(NAD 83)
 NH0171_MARKER: DB = BENCH MARK DISK
 NH0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0171_STAMPING: H 227 1960
 NH0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0171+STABILITY: SURFACE MOTION
 NH0171
 NH0171  HISTORY     - Date     Condition        Report By
 NH0171  HISTORY     - 1960     MONUMENTED       CGS
 NH0171  HISTORY     - 19980527 GOOD             USPSQD
 NH0171
 NH0171                          STATION DESCRIPTION
 NH0171
 NH0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0171'1.8 MI N FROM CARPENTERSVILLE.
 NH0171'ABOUT 1.8 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0171'FROM THE STATION AT CARPENTERSVILLE, 0.15 MILE NORTH OF MILEPOLE
 NH0171'50, 0.2 MILE SOUTH OF THE CROSSING OF A BLACK TOP ROAD, ON THE
 NH0171'OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTHWEST AND
 NH0171'SOUTH, 12 FEET EAST OF THE EAST RAIL, 47 1/2 FEET NORTH OF THE
 NH0171'NORTHEAST CORNER OF BRIDGE 650, ABOUT 2 FEET NORTHEAST OF A
 NH0171'STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 NH0171'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NH0171
 NH0171                          STATION RECOVERY (1998)
 NH0171
 NH0171'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0452 ***********************************************************************
 NH0452  DESIGNATION -  H 228
 NH0452  PID         -  NH0452
 NH0452  STATE/COUNTY-  IL/WINNEBAGO
 NH0452  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0452
 NH0452                         *CURRENT SURVEY CONTROL
 NH0452  ___________________________________________________________________
 NH0452* NAD 83(1986)-  42 16 05.     (N)    089 06 33.     (W)     SCALED    
 NH0452* NAVD 88     -       221.358  (meters)     726.24   (feet)  ADJUSTED  
 NH0452  ___________________________________________________________________
 NH0452  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH0452  DYNAMIC HT  -         221.287 (meters)     726.01  (feet)  COMP
 NH0452  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 NH0452
 NH0452  VERT ORDER  -  FIRST     CLASS II
 NH0452
 NH0452.The horizontal coordinates were scaled from a topographic map and have
 NH0452.an estimated accuracy of +/- 6 seconds.
 NH0452
 NH0452.The orthometric height was determined by differential leveling
 NH0452.and adjusted by the National Geodetic Survey in June 1991..
 NH0452
 NH0452.The geoid height was determined by GEOID03.
 NH0452
 NH0452.The dynamic height is computed by dividing the NAVD 88
 NH0452.geopotential number by the normal gravity value computed on the
 NH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0452.degrees latitude (g = 980.6199 gals.).
 NH0452
 NH0452.The modeled gravity was interpolated from observed gravity values.
 NH0452
 NH0452;                    North         East    Units  Estimated Accuracy
 NH0452;SPC IL W     -   622,400.      787,240.      MT  (+/- 180 meters Scaled)
 NH0452
 NH0452                          SUPERSEDED SURVEY CONTROL
 NH0452
 NH0452  NGVD 29 (??/??/92)  221.415  (m)          726.43   (f) ADJ UNCH    1 2
 NH0452
 NH0452.Superseded values are not recommended for survey control.
 NH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0452.See file dsdata.txt to determine how the superseded data were derived.
 NH0452
 NH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM260816(NAD 83)
 NH0452_MARKER: DB = BENCH MARK DISK
 NH0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0452_SP_SET: BRIDGE ABUTMENT
 NH0452_STAMPING: H 228 1960
 NH0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0452
 NH0452  HISTORY     - Date     Condition        Report By
 NH0452  HISTORY     - 1960     MONUMENTED       CGS
 NH0452  HISTORY     - 1987     GOOD             USPSQD
 NH0452  HISTORY     - 19970323 GOOD             USPSQD
 NH0452
 NH0452                          STATION DESCRIPTION
 NH0452
 NH0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0452'0.8 MI W FROM ROCKFORD.
 NH0452'ABOUT 0.75 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0452'FROM THE OVERPASS OVER STATE HIGHWAY 2 (SOUTH MAIN STREET) AT
 NH0452'ROCKFORD, IN SECTION 22, R 1 E, T 44 N., ABOUT 0.35 MILE WEST OF
 NH0452'MILE POST 93, IN THE TOP OF THE NORTHWEST END OF WEST BRIDGE
 NH0452'SEAT OF WEST ABUTMENT OF BRIDGE NO. 473 OVER A SMALL STREAM,
 NH0452'A SPUR TRACK OF THE ILLINOIS CENTRAL RAILROAD AND THE SOUTH END
 NH0452'OF TAY STREET, 10 FEET NORTH OF NORTH RAIL, 4 FEET SOUTHEAST OF
 NH0452'NORTHWEST END OF TOP STEP OF ABUTMENT, 2 FEET NORTH OF NORTH
 NH0452'EDGE OF STEEL SPAN OF BRIDGE AND ABOUT 3 FEET BELOW LEVEL OF
 NH0452'TRACK.
 NH0452
 NH0452                          STATION RECOVERY (1987)
 NH0452
 NH0452'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0452'RECOVERED IN GOOD CONDITION.
 NH0452
 NH0452                          STATION RECOVERY (1997)
 NH0452
 NH0452'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0856 ***********************************************************************
 LC0856  DESIGNATION -  H 229
 LC0856  PID         -  LC0856
 LC0856  STATE/COUNTY-  IL/WOODFORD
 LC0856  USGS QUAD   -  BENSON (1995)
 LC0856
 LC0856                         *CURRENT SURVEY CONTROL
 LC0856  ___________________________________________________________________
 LC0856* NAD 83(1986)-  40 48 17.     (N)    089 01 22.     (W)     SCALED    
 LC0856* NAVD 88     -       212.786  (meters)     698.12   (feet)  ADJUSTED  
 LC0856  ___________________________________________________________________
 LC0856  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LC0856  DYNAMIC HT  -         212.692 (meters)     697.81  (feet)  COMP
 LC0856  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 LC0856
 LC0856  VERT ORDER  -  FIRST     CLASS I
 LC0856
 LC0856.The horizontal coordinates were scaled from a topographic map and have
 LC0856.an estimated accuracy of +/- 6 seconds.
 LC0856
 LC0856.The orthometric height was determined by differential leveling
 LC0856.and adjusted by the National Geodetic Survey in June 1991..
 LC0856
 LC0856.The geoid height was determined by GEOID03.
 LC0856
 LC0856.The dynamic height is computed by dividing the NAVD 88
 LC0856.geopotential number by the normal gravity value computed on the
 LC0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0856.degrees latitude (g = 980.6199 gals.).
 LC0856
 LC0856.The modeled gravity was interpolated from observed gravity values.
 LC0856
 LC0856;                    North         East    Units  Estimated Accuracy
 LC0856;SPC IL W     -   459,970.      796,520.      MT  (+/- 180 meters Scaled)
 LC0856
 LC0856                          SUPERSEDED SURVEY CONTROL
 LC0856
 LC0856  NGVD 29 (??/??/92)  212.841  (m)          698.30   (f) ADJ UNCH    1 1
 LC0856
 LC0856.Superseded values are not recommended for survey control.
 LC0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0856.See file dsdata.txt to determine how the superseded data were derived.
 LC0856
 LC0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL293190(NAD 83)
 LC0856_MARKER: DB = BENCH MARK DISK
 LC0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0856_SP_SET: BRIDGE
 LC0856_STAMPING: H 229 1960
 LC0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0856
 LC0856  HISTORY     - Date     Condition        Report By
 LC0856  HISTORY     - 1960     MONUMENTED       CGS
 LC0856  HISTORY     - 1969     GOOD             NGS
 LC0856  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0856
 LC0856                          STATION DESCRIPTION
 LC0856
 LC0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0856'4.6 MI N FROM EL PASO.
 LC0856'ABOUT 4.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0856'THE STATION AT EL PASO, 0.35 MILE SOUTH OF A CROSSING OF THE
 LC0856'RAILROAD AND A GRAVELED ROAD, 0.4 MILE NORTH OF MILEPOST 818,
 LC0856'10 1/2 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE EAST END
 LC0856'OF THE SOUTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER PANTHER
 LC0856'CREEK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 17,
 LC0856'T27N, R2E
 LC0856
 LC0856                          STATION RECOVERY (1998)
 LC0856
 LC0856'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0639 ***********************************************************************
 KB0639  DESIGNATION -  H 23
 KB0639  PID         -  KB0639
 KB0639  STATE/COUNTY-  IL/PIATT
 KB0639  USGS QUAD   -  BEMENT (1983)
 KB0639
 KB0639                         *CURRENT SURVEY CONTROL
 KB0639  ___________________________________________________________________
 KB0639* NAD 83(1986)-  39 56 06.     (N)    088 34 45.     (W)     SCALED    
 KB0639* NAVD 88     -       209.523  (meters)     687.41   (feet)  ADJUSTED  
 KB0639  ___________________________________________________________________
 KB0639  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0639  DYNAMIC HT  -         209.414 (meters)     687.05  (feet)  COMP
 KB0639  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 KB0639
 KB0639  VERT ORDER  -  SECOND    CLASS 0
 KB0639
 KB0639.The horizontal coordinates were scaled from a topographic map and have
 KB0639.an estimated accuracy of +/- 6 seconds.
 KB0639
 KB0639.The orthometric height was determined by differential leveling
 KB0639.and adjusted by the National Geodetic Survey in June 1991..
 KB0639
 KB0639.The geoid height was determined by GEOID03.
 KB0639
 KB0639.The dynamic height is computed by dividing the NAVD 88
 KB0639.geopotential number by the normal gravity value computed on the
 KB0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0639.degrees latitude (g = 980.6199 gals.).
 KB0639
 KB0639.The modeled gravity was interpolated from observed gravity values.
 KB0639
 KB0639;                    North         East    Units  Estimated Accuracy
 KB0639;SPC IL E     -   362,810.      278,990.      MT  (+/- 180 meters Scaled)
 KB0639
 KB0639                          SUPERSEDED SURVEY CONTROL
 KB0639
 KB0639  NGVD 29 (??/??/92)  209.593  (m)          687.64   (f) ADJ UNCH    2 0
 KB0639
 KB0639.Superseded values are not recommended for survey control.
 KB0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0639.See file dsdata.txt to determine how the superseded data were derived.
 KB0639
 KB0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK650217(NAD 83)
 KB0639_MARKER: DB = BENCH MARK DISK
 KB0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0639_SP_SET: BRIDGE
 KB0639_STAMPING: H 23 1934
 KB0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0639
 KB0639  HISTORY     - Date     Condition        Report By
 KB0639  HISTORY     - 1934     MONUMENTED       CGS
 KB0639  HISTORY     - 1954     MARK NOT FOUND   NGS
 KB0639  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0639
 KB0639                          STATION DESCRIPTION
 KB0639
 KB0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0639'0.9 MI N FROM BEMENT.
 KB0639'0.9 MILE NORTH ALONG THE WABASH RAILROAD FROM THE CROSSING OF THE
 KB0639'WABASH MAIN-LINE TRACK AT BEMENT, PIATT COUNTY, 4 POLES SOUTH
 KB0639'OF MILEPOST 152, AT 18-FOOT CONCRETE BRIDGE NO. 1424, IN THE TOP
 KB0639'OF THE WEST END OF THE CENTER PIER, 8 FEET WEST OF THE CENTERLINE
 KB0639'OF THE WEST TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 KB0639'STANDARD DISK, STAMPED H 23 1934.
 KB0639
 KB0639                          STATION RECOVERY (1954)
 KB0639
 KB0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KB0639'MARK NOT FOUND.
 KB0639
 KB0639                          STATION RECOVERY (1980)
 KB0639
 KB0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0738 ***********************************************************************
 MF0738  DESIGNATION -  H 230
 MF0738  PID         -  MF0738
 MF0738  STATE/COUNTY-  IL/LA SALLE
 MF0738  USGS QUAD   -  TONICA (1983)
 MF0738
 MF0738                         *CURRENT SURVEY CONTROL
 MF0738  ___________________________________________________________________
 MF0738* NAD 83(1997)-  41 08 01.35702(N)    089 03 30.66626(W)     ADJUSTED  
 MF0738* NAVD 88     -       209.616  (meters)     687.72   (feet)  ADJUSTED  
 MF0738  ___________________________________________________________________
 MF0738  X           -      79,050.066 (meters)                     COMP
 MF0738  Y           -  -4,810,319.715 (meters)                     COMP
 MF0738  Z           -   4,173,735.028 (meters)                     COMP
 MF0738  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 MF0738  ELLIP HEIGHT-         176.88  (meters)          (02/03/05) GPS OBS
 MF0738  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MF0738  DYNAMIC HT  -         209.529 (meters)     687.43  (feet)  COMP
 MF0738  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 MF0738
 MF0738  HORZ ORDER  -  FIRST
 MF0738  VERT ORDER  -  FIRST     CLASS I
 MF0738  ELLP ORDER  -  FOURTH    CLASS II
 MF0738
 MF0738.The horizontal coordinates were established by GPS observations
 MF0738.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0738
 MF0738.The orthometric height was determined by differential leveling
 MF0738.and adjusted by the National Geodetic Survey in June 1991..
 MF0738
 MF0738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0738
 MF0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0738
 MF0738.The ellipsoidal height was determined by GPS observations
 MF0738.and is referenced to NAD 83.
 MF0738
 MF0738.The geoid height was determined by GEOID03.
 MF0738
 MF0738.The dynamic height is computed by dividing the NAVD 88
 MF0738.geopotential number by the normal gravity value computed on the
 MF0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0738.degrees latitude (g = 980.6199 gals.).
 MF0738
 MF0738.The modeled gravity was interpolated from observed gravity values.
 MF0738
 MF0738;                    North         East     Units Scale Factor Converg.
 MF0738;SPC IL E     -   496,144.134   239,111.188   MT  1.00002061   -0 28 37.4
 MF0738;SPC IL E     - 1,627,766.21    784,483.96   sFT  1.00002061   -0 28 37.4
 MF0738;UTM  16      - 4,555,642.554   327,220.713   MT  0.99996742   -1 21 16.1
 MF0738
 MF0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0738!SPC IL E     -   0.99997226  x   1.00002061  =   0.99999287
 MF0738!UTM  16      -   0.99997226  x   0.99996742  =   0.99993968
 MF0738
 MF0738                          SUPERSEDED SURVEY CONTROL
 MF0738
 MF0738  ELLIP H (03/04/03)  176.89   (m)                       GP(       ) 4 2
 MF0738  NAVD 88 (03/04/03)  209.62   (m)          687.7    (f) LEVELING    3  
 MF0738  NGVD 29 (??/??/92)  209.669  (m)          687.89   (f) ADJ UNCH    1 1
 MF0738
 MF0738.Superseded values are not recommended for survey control.
 MF0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0738.See file dsdata.txt to determine how the superseded data were derived.
 MF0738
 MF0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2722155643(NAD 83)
 MF0738_MARKER: DB = BENCH MARK DISK
 MF0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0738_STAMPING: H 230 1960
 MF0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0738+STABILITY: SURFACE MOTION
 MF0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0738+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 MF0738
 MF0738  HISTORY     - Date     Condition        Report By
 MF0738  HISTORY     - 1960     MONUMENTED       CGS
 MF0738  HISTORY     - 1969     GOOD             NGS
 MF0738  HISTORY     - 19970728 GOOD             USPSQD
 MF0738  HISTORY     - 200205   GOOD             ASCPC
 MF0738  HISTORY     - 20020826 GOOD             USPSQD
 MF0738
 MF0738                          STATION DESCRIPTION
 MF0738
 MF0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0738'0.6 MI S FROM LOSTANT.
 MF0738'ABOUT 0.6 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0738'THE STATION AT LOSTANT, 0.15 MILE NORTH OF MILEPOST 841, 96
 MF0738'FEET WEST OF THE WEST RAIL, 34 FEET SOUTH OF THE CENTER LINE OF
 MF0738'A GRAVELED ROAD, 70 FEET NORTHWEST OF A TELEPHONE POLE, 25 FEET
 MF0738'EAST-SOUTHEAST OF A POWER POLE WHICH IS BRACED BY 2 GUY WIRES,
 MF0738'6 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT EAST OF A FENCE,
 MF0738'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 MF0738'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 MF0738'GROUND.  SEC 25, T31N, R1E
 MF0738
 MF0738                          STATION RECOVERY (1997)
 MF0738
 MF0738'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0738'RECOVERED IN GOOD CONDITION.
 MF0738
 MF0738                          STATION RECOVERY (2002)
 MF0738
 MF0738'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0738'RECOVERED AS DESCRIBED
 MF0738' 
 MF0738'
 MF0738
 MF0738                          STATION RECOVERY (2002)
 MF0738
 MF0738'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0738'EXTENDED CENTERLINE OF MAIN STREET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0384 ***********************************************************************
 MF0384  DESIGNATION -  H 231
 MF0384  PID         -  MF0384
 MF0384  STATE/COUNTY-  IL/LA SALLE
 MF0384  USGS QUAD   -  OTTAWA (1994)
 MF0384
 MF0384                         *CURRENT SURVEY CONTROL
 MF0384  ___________________________________________________________________
 MF0384* NAD 83(1986)-  41 20 33.     (N)    088 51 22.     (W)     SCALED    
 MF0384* NAVD 88     -       146.077  (meters)     479.25   (feet)  ADJUSTED  
 MF0384  ___________________________________________________________________
 MF0384  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MF0384  DYNAMIC HT  -         146.020 (meters)     479.07  (feet)  COMP
 MF0384  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 MF0384
 MF0384  VERT ORDER  -  FIRST     CLASS II
 MF0384
 MF0384.The horizontal coordinates were scaled from a topographic map and have
 MF0384.an estimated accuracy of +/- 6 seconds.
 MF0384
 MF0384.The orthometric height was determined by differential leveling
 MF0384.and adjusted by the National Geodetic Survey in June 1991..
 MF0384
 MF0384.The geoid height was determined by GEOID03.
 MF0384
 MF0384.The dynamic height is computed by dividing the NAVD 88
 MF0384.geopotential number by the normal gravity value computed on the
 MF0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0384.degrees latitude (g = 980.6199 gals.).
 MF0384
 MF0384.The modeled gravity was interpolated from observed gravity values.
 MF0384
 MF0384;                    North         East    Units  Estimated Accuracy
 MF0384;SPC IL E     -   519,210.      256,250.      MT  (+/- 180 meters Scaled)
 MF0384
 MF0384                          SUPERSEDED SURVEY CONTROL
 MF0384
 MF0384  NGVD 29 (??/??/92)  146.131  (m)          479.43   (f) ADJ UNCH    1 2
 MF0384
 MF0384.Superseded values are not recommended for survey control.
 MF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0384.See file dsdata.txt to determine how the superseded data were derived.
 MF0384
 MF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL447784(NAD 83)
 MF0384_MARKER: DB = BENCH MARK DISK
 MF0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0384_STAMPING: H 231 1960
 MF0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0384+STABILITY: SURFACE MOTION
 MF0384
 MF0384  HISTORY     - Date     Condition        Report By
 MF0384  HISTORY     - 1960     MONUMENTED       CGS
 MF0384  HISTORY     - 19970820 GOOD             USPSQD
 MF0384  HISTORY     - 19980728 MARK NOT FOUND   USPSQD
 MF0384  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF0384  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF0384
 MF0384                          STATION DESCRIPTION
 MF0384
 MF0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0384'AT OTTAWA.
 MF0384'AT OTTAWA, ALONG WEST OTTAWA AVENUE, ABOUT 0.9 MILE WEST AND
 MF0384'SOUTHWEST ALONG CITY STREETS FROM THE COURTHOUSE, 92 YARDS
 MF0384'SOUTHWEST OF OFFSET INTERSECTION OF WEST OTTAWA AVENUE AND LELAND
 MF0384'STREET LEADING NORTHWEST, 260 FEET SOUTHWEST OF PROLONGED
 MF0384'SOUTHWEST CURB LINE OF LELAND STREET LEADING NORTHWEST, 27 YARDS
 MF0384'SOUTHWEST OF PROLONGED SOUTHWEST CURB LINE OF LELAND STREET
 MF0384'LEADING SOUTHEAST, IN MEDIAN BETWEEN LANES OF WEST OTTAWA
 MF0384'AVENUE, 247 FEET SOUTHWEST OF AN ORNAMENTAL FOUNDATION USED AS
 MF0384'A FLOWER STAND WHICH IS AT THE NORTHEAST END OF MEDIAN LAWN
 MF0384'BETWEEN LANES OF WEST OTTAWA AVENUE, 20 FEET SOUTHEAST OF
 MF0384'SOUTHEAST CURB OF SOUTHWEST-BOUND LANE OF AVENUE, 17.2 FEET
 MF0384'NORTHWEST OF THE NORTHWEST CURB OF NORTHEAST-BOUND LANE OF AVENUE,
 MF0384'110 1/2 FEET SOUTHEAST OF EAST PORCH CORNER OF HOUSE AT NO. 1230
 MF0384'W. OTTAWA AVENUE, 94 FEET NORTH OF NORTH BRICK PORCH CORNER OF
 MF0384'HOUSE AT NO. 1231 WEST OTTAWA AVENUE, ABOUT 1/2 FOOT ABOVE THE
 MF0384'LEVEL OF AVENUE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 MF0384'LAWN OF MEDIAN.
 MF0384
 MF0384                          STATION RECOVERY (1997)
 MF0384
 MF0384'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0384'RECOVERED IN GOOD CONDITION.
 MF0384
 MF0384                          STATION RECOVERY (1998)
 MF0384
 MF0384'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0384'MARK NOT FOUND.
 MF0384
 MF0384                          STATION RECOVERY (2001)
 MF0384
 MF0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0384'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0384
 MF0384                          STATION RECOVERY (2002)
 MF0384
 MF0384'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0836 ***********************************************************************
 MF0836  DESIGNATION -  H 232
 MF0836  PID         -  MF0836
 MF0836  STATE/COUNTY-  IL/LA SALLE
 MF0836  USGS QUAD   -  LA SALLE (1993)
 MF0836
 MF0836                         *CURRENT SURVEY CONTROL
 MF0836  ___________________________________________________________________
 MF0836* NAD 83(1986)-  41 19 27.     (N)    089 07 27.     (W)     SCALED    
 MF0836* NAVD 88     -       140.306  (meters)     460.32   (feet)  ADJUSTED  
 MF0836  ___________________________________________________________________
 MF0836  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0836  DYNAMIC HT  -         140.250 (meters)     460.14  (feet)  COMP
 MF0836  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 MF0836
 MF0836  VERT ORDER  -  FIRST     CLASS II
 MF0836
 MF0836.The horizontal coordinates were scaled from a topographic map and have
 MF0836.an estimated accuracy of +/- 6 seconds.
 MF0836
 MF0836.The orthometric height was determined by differential leveling
 MF0836.and adjusted by the National Geodetic Survey in June 1991..
 MF0836
 MF0836.The geoid height was determined by GEOID03.
 MF0836
 MF0836.The dynamic height is computed by dividing the NAVD 88
 MF0836.geopotential number by the normal gravity value computed on the
 MF0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0836.degrees latitude (g = 980.6199 gals.).
 MF0836
 MF0836.The modeled gravity was interpolated from observed gravity values.
 MF0836
 MF0836;                    North         East    Units  Estimated Accuracy
 MF0836;SPC IL E     -   517,340.      233,790.      MT  (+/- 180 meters Scaled)
 MF0836
 MF0836                          SUPERSEDED SURVEY CONTROL
 MF0836
 MF0836  NGVD 29 (??/??/92)  140.381  (m)          460.57   (f) ADJ UNCH    1 2
 MF0836
 MF0836.Superseded values are not recommended for survey control.
 MF0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0836.See file dsdata.txt to determine how the superseded data were derived.
 MF0836
 MF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL222769(NAD 83)
 MF0836_MARKER: DR = REFERENCE MARK DISK
 MF0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0836_SP_SET: FOUNDATION
 MF0836_STAMPING: H 232 1960
 MF0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0836+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2002
 MF0836
 MF0836  HISTORY     - Date     Condition        Report By
 MF0836  HISTORY     - 1960     MONUMENTED       CGS
 MF0836  HISTORY     - 19970711 GOOD             USPSQD
 MF0836  HISTORY     - 20010331 GOOD             NGS
 MF0836  HISTORY     - 20020803 GOOD             USPSQD
 MF0836
 MF0836                          STATION DESCRIPTION
 MF0836
 MF0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0836'AT PERU.
 MF0836'AT PERU, 0.25 MILE WEST ALONG WATER STREET FROM OVERPASS OF ROAD
 MF0836'BRIDGE OVER ILLINOIS RIVER, 3.9 FEET SOUTH OF SOUTH CURB OF WATER
 MF0836'STREET AND ACROSS STREET FROM PERU POWER PLANT, SET VERTICALLY
 MF0836'IN THE NORTH FACE OF CONCRETE FOUNDATION OF ONE-STORY RED BRICK
 MF0836'PUMP-HOUSE, 2 FEET WEST OF NORTHEAST CORNER OF SAME BUILDING,
 MF0836'2 FEET ABOVE LEVEL OF GROUND, AND ABOUT 3 FEET ABOVE LEVEL OF
 MF0836'WATER STREET.
 MF0836
 MF0836                          STATION RECOVERY (1997)
 MF0836
 MF0836'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0836'RECOVERED IN GOOD CONDITION.
 MF0836
 MF0836                          STATION RECOVERY (2001)
 MF0836
 MF0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0836'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0836
 MF0836                          STATION RECOVERY (2002)
 MF0836
 MF0836'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0758 ***********************************************************************
 MF0758  DESIGNATION -  H 233
 MF0758  PID         -  MF0758
 MF0758  STATE/COUNTY-  IL/MARSHALL
 MF0758  USGS QUAD   -  LACON (1972)
 MF0758
 MF0758                         *CURRENT SURVEY CONTROL
 MF0758  ___________________________________________________________________
 MF0758* NAD 83(1986)-  41 02 03.     (N)    089 26 08.     (W)     SCALED    
 MF0758* NAVD 88     -       139.982  (meters)     459.26   (feet)  ADJUSTED  
 MF0758  ___________________________________________________________________
 MF0758  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0758  DYNAMIC HT  -         139.922 (meters)     459.06  (feet)  COMP
 MF0758  MODELED GRAV-     980,191.5   (mgal)                       NAVD 88
 MF0758
 MF0758  VERT ORDER  -  FIRST     CLASS II
 MF0758
 MF0758.The horizontal coordinates were scaled from a topographic map and have
 MF0758.an estimated accuracy of +/- 6 seconds.
 MF0758
 MF0758.The orthometric height was determined by differential leveling
 MF0758.and adjusted by the National Geodetic Survey in June 1991..
 MF0758
 MF0758.The geoid height was determined by GEOID03.
 MF0758
 MF0758.The dynamic height is computed by dividing the NAVD 88
 MF0758.geopotential number by the normal gravity value computed on the
 MF0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0758.degrees latitude (g = 980.6199 gals.).
 MF0758
 MF0758.The modeled gravity was interpolated from observed gravity values.
 MF0758
 MF0758;                    North         East    Units  Estimated Accuracy
 MF0758;SPC IL W     -   485,080.      761,480.      MT  (+/- 180 meters Scaled)
 MF0758
 MF0758                          SUPERSEDED SURVEY CONTROL
 MF0758
 MF0758  NGVD 29 (??/??/92)  140.052  (m)          459.49   (f) ADJ UNCH    1 2
 MF0758
 MF0758.Superseded values are not recommended for survey control.
 MF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0758.See file dsdata.txt to determine how the superseded data were derived.
 MF0758
 MF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL952454(NAD 83)
 MF0758_MARKER: DB = BENCH MARK DISK
 MF0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0758_SP_SET: ABUTMENT
 MF0758_STAMPING: H 233 1960
 MF0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0758
 MF0758  HISTORY     - Date     Condition        Report By
 MF0758  HISTORY     - 1960     MONUMENTED       CGS
 MF0758  HISTORY     - 19981108 GOOD             USPSQD
 MF0758
 MF0758                          STATION DESCRIPTION
 MF0758
 MF0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0758'0.5 MI N FROM SPARLAND.
 MF0758'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0758'RAILROAD FROM THE STATION AT SPARLAND, 0.2 MILE SOUTH OF MILE
 MF0758'POST 134, IN SECTION 11, R 9 E, T 12 N, IN THE TOP OF WEST END
 MF0758'OF LOW BACK WALL OF NORTH CONCRETE ABUTMENT OF RAILROAD STEEL
 MF0758'PLATE BRIDGE NO. 134.3 OVER THENIUS CREEK, 7 FEET WEST OF WEST
 MF0758'RAIL, 9 1/2 FEET NORTH OF NORTH END OF STEEL PART OF BRIDGE AND
 MF0758'2 FEET BELOW LEVEL OF TRACK.
 MF0758
 MF0758                          STATION RECOVERY (1998)
 MF0758
 MF0758'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1340 ***********************************************************************
 LC1340  DESIGNATION -  H 234
 LC1340  PID         -  LC1340
 LC1340  STATE/COUNTY-  IL/PEORIA
 LC1340  USGS QUAD   -  SPRING BAY (1996)
 LC1340
 LC1340                         *CURRENT SURVEY CONTROL
 LC1340  ___________________________________________________________________
 LC1340* NAD 83(1986)-  40 46 58.     (N)    089 34 36.     (W)     SCALED    
 LC1340* NAVD 88     -       143.140  (meters)     469.62   (feet)  ADJUSTED  
 LC1340  ___________________________________________________________________
 LC1340  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LC1340  DYNAMIC HT  -         143.075 (meters)     469.41  (feet)  COMP
 LC1340  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 LC1340
 LC1340  VERT ORDER  -  FIRST     CLASS II
 LC1340
 LC1340.The horizontal coordinates were scaled from a topographic map and have
 LC1340.an estimated accuracy of +/- 6 seconds.
 LC1340
 LC1340.The orthometric height was determined by differential leveling
 LC1340.and adjusted by the National Geodetic Survey in June 1991..
 LC1340
 LC1340.The geoid height was determined by GEOID03.
 LC1340
 LC1340.The dynamic height is computed by dividing the NAVD 88
 LC1340.geopotential number by the normal gravity value computed on the
 LC1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1340.degrees latitude (g = 980.6199 gals.).
 LC1340
 LC1340.The modeled gravity was interpolated from observed gravity values.
 LC1340
 LC1340;                    North         East    Units  Estimated Accuracy
 LC1340;SPC IL W     -   457,070.      749,800.      MT  (+/- 180 meters Scaled)
 LC1340
 LC1340                          SUPERSEDED SURVEY CONTROL
 LC1340
 LC1340  NGVD 29 (??/??/92)  143.226  (m)          469.90   (f) ADJ UNCH    1 2
 LC1340
 LC1340.Superseded values are not recommended for survey control.
 LC1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1340.See file dsdata.txt to determine how the superseded data were derived.
 LC1340
 LC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL825178(NAD 83)
 LC1340_MARKER: DB = BENCH MARK DISK
 LC1340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1340_SP_SET: CULVERT
 LC1340_STAMPING: H 234 1960
 LC1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1340
 LC1340  HISTORY     - Date     Condition        Report By
 LC1340  HISTORY     - 1960     MONUMENTED       CGS
 LC1340  HISTORY     - 1977     GOOD             LOCENG
 LC1340  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC1340
 LC1340                          STATION DESCRIPTION
 LC1340
 LC1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1340'7.7 MI N FROM PEORIA.
 LC1340'ABOUT 7.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LC1340'RAILROAD FROM THE PASSENGER STATION AT PEORIA, IN SECTION 3,
 LC1340'R 8 E, T 9 N, ACROSS TRACK FROM MILEAGE POLE NO. 153+18 (POLE
 LC1340'ALSO NUMBERED 5420), AT A SMALL ROAD CROSSING, 53 FEET WEST OF
 LC1340'WEST RAIL, 51 FEET EAST OF CENTER LINE OF NORTH BOUND LANE OF
 LC1340'STATE HIGHWAY 29, 15 FEET NORTH OF CENTER LINE OF ROAD, IN THE
 LC1340'TOP OF EAST END OF NORTH HEAD WALL OF  6-FOOT CONCRETE BOX
 LC1340'CULVERT UNDER CROSSING ROAD AND ABOUT 1 1/2 FEET BELOW THE
 LC1340'LEVEL OF TRACK.
 LC1340
 LC1340                          STATION RECOVERY (1977)
 LC1340
 LC1340'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1340'RECOVERED IN GOOD CONDITION.
 LC1340
 LC1340                          STATION RECOVERY (1999)
 LC1340
 LC1340'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1312 ***********************************************************************
 LC1312  DESIGNATION -  H 235
 LC1312  PID         -  LC1312
 LC1312  STATE/COUNTY-  IL/TAZEWELL
 LC1312  USGS QUAD   -  PEORIA EAST (1996)
 LC1312
 LC1312                         *CURRENT SURVEY CONTROL
 LC1312  ___________________________________________________________________
 LC1312* NAD 83(1986)-  40 38 56.     (N)    089 36 30.     (W)     SCALED    
 LC1312* NAVD 88     -       143.840  (meters)     471.92   (feet)  ADJUSTED  
 LC1312  ___________________________________________________________________
 LC1312  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1312  DYNAMIC HT  -         143.773 (meters)     471.70  (feet)  COMP
 LC1312  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 LC1312
 LC1312  VERT ORDER  -  FIRST     CLASS II
 LC1312
 LC1312.The horizontal coordinates were scaled from a topographic map and have
 LC1312.an estimated accuracy of +/- 6 seconds.
 LC1312
 LC1312.The orthometric height was determined by differential leveling
 LC1312.and adjusted by the National Geodetic Survey in June 1991..
 LC1312
 LC1312.The geoid height was determined by GEOID03.
 LC1312
 LC1312.The dynamic height is computed by dividing the NAVD 88
 LC1312.geopotential number by the normal gravity value computed on the
 LC1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1312.degrees latitude (g = 980.6199 gals.).
 LC1312
 LC1312.The modeled gravity was interpolated from observed gravity values.
 LC1312
 LC1312;                    North         East    Units  Estimated Accuracy
 LC1312;SPC IL W     -   442,190.      747,220.      MT  (+/- 180 meters Scaled)
 LC1312
 LC1312                          SUPERSEDED SURVEY CONTROL
 LC1312
 LC1312  NGVD 29 (??/??/92)  143.939  (m)          472.24   (f) ADJ UNCH    1 2
 LC1312
 LC1312.Superseded values are not recommended for survey control.
 LC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1312.See file dsdata.txt to determine how the superseded data were derived.
 LC1312
 LC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL794030(NAD 83)
 LC1312_MARKER: DB = BENCH MARK DISK
 LC1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1312_STAMPING: H 235 1960
 LC1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1312+STABILITY: SURFACE MOTION
 LC1312
 LC1312  HISTORY     - Date     Condition        Report By
 LC1312  HISTORY     - 1960     MONUMENTED       CGS
 LC1312  HISTORY     - 1975     GOOD             LOCENG
 LC1312
 LC1312                          STATION DESCRIPTION
 LC1312
 LC1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1312'0.7 MI SW FROM CREVE COEUR.
 LC1312'ABOUT 0.7 MILE SOUTHWEST ALONG THE PEORIA AND PEKIN UNION RAILWAY
 LC1312'FROM THE FREIGHT STATION AT CREVE COEUR, 210 YARDS SOUTHWEST OF
 LC1312'MILE PSOT P-3, 0.25 MILE SOUTHWEST OF CROSSING OF WATER STREET
 LC1312'AT WESLEY, 25 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK,
 LC1312'80 FEET NORTH OF NORTHWEST END OF A 5-FOOT CONCRETE CULVERT UNDER
 LC1312'TRACK, 45 YARDS NORTH OF CENTER OF A PRIVATE TRAIL CROSSING, 3
 LC1312'FEET NORTHEAST OF THE 5TH TELEPHONE POLE SOUTHWEST OF MILE POST,
 LC1312'ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 LC1312'CONCRETE POST PROJECTING 2 INCHES.
 LC1312
 LC1312                          STATION RECOVERY (1975)
 LC1312
 LC1312'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LC1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0836 ***********************************************************************
 LC0836  DESIGNATION -  H 236
 LC0836  PID         -  LC0836
 LC0836  STATE/COUNTY-  IL/WOODFORD
 LC0836  USGS QUAD   -  MINONK (1995)
 LC0836
 LC0836                         *CURRENT SURVEY CONTROL
 LC0836  ___________________________________________________________________
 LC0836* NAD 83(1986)-  40 54 25.     (N)    089 02 00.     (W)     SCALED    
 LC0836* NAVD 88     -       227.962  (meters)     747.91   (feet)  ADJUSTED  
 LC0836  ___________________________________________________________________
 LC0836  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LC0836  DYNAMIC HT  -         227.864 (meters)     747.58  (feet)  COMP
 LC0836  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 LC0836
 LC0836  VERT ORDER  -  FIRST     CLASS I
 LC0836
 LC0836.The horizontal coordinates were scaled from a topographic map and have
 LC0836.an estimated accuracy of +/- 6 seconds.
 LC0836
 LC0836.The orthometric height was determined by differential leveling
 LC0836.and adjusted by the National Geodetic Survey in June 1991..
 LC0836
 LC0836.The geoid height was determined by GEOID03.
 LC0836
 LC0836.The dynamic height is computed by dividing the NAVD 88
 LC0836.geopotential number by the normal gravity value computed on the
 LC0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0836.degrees latitude (g = 980.6199 gals.).
 LC0836
 LC0836.The modeled gravity was interpolated from observed gravity values.
 LC0836
 LC0836;                    North         East    Units  Estimated Accuracy
 LC0836;SPC IL W     -   471,310.      795,480.      MT  (+/- 180 meters Scaled)
 LC0836
 LC0836                          SUPERSEDED SURVEY CONTROL
 LC0836
 LC0836  NGVD 29 (??/??/92)  228.010  (m)          748.06   (f) ADJ UNCH    1 1
 LC0836
 LC0836.Superseded values are not recommended for survey control.
 LC0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0836.See file dsdata.txt to determine how the superseded data were derived.
 LC0836
 LC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL287304(NAD 83)
 LC0836_MARKER: DB = BENCH MARK DISK
 LC0836_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0836_SP_SET: 15 FEET
 LC0836_STAMPING: H 236 1960
 LC0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0836
 LC0836  HISTORY     - Date     Condition        Report By
 LC0836  HISTORY     - 1960     MONUMENTED       CGS
 LC0836  HISTORY     - 1969     GOOD             NGS
 LC0836  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0836
 LC0836                          STATION DESCRIPTION
 LC0836
 LC0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0836'0.4 MI N FROM MINONK.
 LC0836'ABOUT 0.4 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0836'THE STATION AT MINONK, AT THE SOUTHWEST CORNER OF A FENCE AROUND
 LC0836'THE ILLINOIS POWER COMPANY SUB-STATION, 54 FEET EAST OF THE EAST
 LC0836'RAIL OF THE MAIN TRACK, 25 1/2 FEET EAST OF THE EAST RAIL OF
 LC0836'THE MORE EASTERLY SET OF TRACKS, 66 FEET WEST OF THE CENTER LINE
 LC0836'OF OAK STREET, 1 1/2 FEET SOUTHEAST OF A CORNER FENCE POST, 1.0
 LC0836'FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 LC0836'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 LC0836'THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A 6-INCH
 LC0836'TILE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0836'SEC 7, T28N, R2E.
 LC0836
 LC0836                          STATION RECOVERY (1998)
 LC0836
 LC0836'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0881 ***********************************************************************
 LC0881  DESIGNATION -  H 237
 LC0881  PID         -  LC0881
 LC0881  STATE/COUNTY-  IL/PEORIA
 LC0881  USGS QUAD   -  CHILLICOTHE (1972)
 LC0881
 LC0881                         *CURRENT SURVEY CONTROL
 LC0881  ___________________________________________________________________
 LC0881* NAD 83(1986)-  40 54 15.     (N)    089 29 33.     (W)     SCALED    
 LC0881* NAVD 88     -       145.958  (meters)     478.86   (feet)  ADJUSTED  
 LC0881  ___________________________________________________________________
 LC0881  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC0881  DYNAMIC HT  -         145.895 (meters)     478.66  (feet)  COMP
 LC0881  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 LC0881
 LC0881  VERT ORDER  -  FIRST     CLASS II
 LC0881
 LC0881.The horizontal coordinates were scaled from a topographic map and have
 LC0881.an estimated accuracy of +/- 6 seconds.
 LC0881
 LC0881.The orthometric height was determined by differential leveling
 LC0881.and adjusted by the National Geodetic Survey in June 1991..
 LC0881
 LC0881.The geoid height was determined by GEOID03.
 LC0881
 LC0881.The dynamic height is computed by dividing the NAVD 88
 LC0881.geopotential number by the normal gravity value computed on the
 LC0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0881.degrees latitude (g = 980.6199 gals.).
 LC0881
 LC0881.The modeled gravity was interpolated from observed gravity values.
 LC0881
 LC0881;                    North         East    Units  Estimated Accuracy
 LC0881;SPC IL W     -   470,600.      756,800.      MT  (+/- 180 meters Scaled)
 LC0881
 LC0881                          SUPERSEDED SURVEY CONTROL
 LC0881
 LC0881  NGVD 29 (??/??/92)  146.035  (m)          479.12   (f) ADJ UNCH    1 2
 LC0881
 LC0881.Superseded values are not recommended for survey control.
 LC0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0881.See file dsdata.txt to determine how the superseded data were derived.
 LC0881
 LC0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL900311(NAD 83)
 LC0881_MARKER: DB = BENCH MARK DISK
 LC0881_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0881_SP_SET: 24 FEET
 LC0881_STAMPING: H 237 1960
 LC0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0881
 LC0881  HISTORY     - Date     Condition        Report By
 LC0881  HISTORY     - 1960     MONUMENTED       CGS
 LC0881  HISTORY     - 19990131 MARK NOT FOUND   USPSQD
 LC0881
 LC0881                          STATION DESCRIPTION
 LC0881
 LC0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC0881'1 MI S FROM CHILLICOTHE.
 LC0881'ABOUT 1.05 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LC0881'RAILROAD FROM THE STATION AT CHILLICOTHE, 0.25 MILE NORTH OF
 LC0881'MILE POST 144, IN SECTION 29, R 9 E, T 11 N, AT THE SOUTH EDGE OF
 LC0881'TOWN, AT THE SOUTHEAST CORNER OF A STEEL FENCE AROUND A STORAGE
 LC0881'AND PARKING LOT OF THE CHILLICOTHE CARTAGE COMPANY, 211 FEET
 LC0881'NORTHEAST OF NORTHEAST CORNER OF MOTTELERS RESTURANT, 31 FEET
 LC0881'WEST OF WEST RAIL OF SIDE TRACK, 46 1/2 FEET WEST OF WEST RAIL
 LC0881'OF MAIN TRACK, 2.3 FEET NORTH OF THE FENCE CORNER, 1 FOOT EAST
 LC0881'OF NORTH-SOUTH FENCE LINE, 1 1/2 FEET SOUTH OF A STEEL WITNESS
 LC0881'POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON
 LC0881'COPPER COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A
 LC0881'6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO A
 LC0881'DEPTH OF 24 FEET.
 LC0881
 LC0881                          STATION RECOVERY (1999)
 LC0881
 LC0881'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1510 ***********************************************************************
 LC1510  DESIGNATION -  H 238
 LC1510  PID         -  LC1510
 LC1510  STATE/COUNTY-  IL/TAZEWELL
 LC1510  USGS QUAD   -  GLASFORD (1996)
 LC1510
 LC1510                         *CURRENT SURVEY CONTROL
 LC1510  ___________________________________________________________________
 LC1510* NAD 83(1986)-  40 30 25.     (N)    089 47 03.     (W)     SCALED    
 LC1510* NAVD 88     -       146.602  (meters)     480.98   (feet)  ADJUSTED  
 LC1510  ___________________________________________________________________
 LC1510  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LC1510  DYNAMIC HT  -         146.533 (meters)     480.75  (feet)  COMP
 LC1510  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 LC1510
 LC1510  VERT ORDER  -  FIRST     CLASS II
 LC1510
 LC1510.The horizontal coordinates were scaled from a topographic map and have
 LC1510.an estimated accuracy of +/- 6 seconds.
 LC1510
 LC1510.The orthometric height was determined by differential leveling
 LC1510.and adjusted by the National Geodetic Survey in June 1991..
 LC1510
 LC1510.The geoid height was determined by GEOID03.
 LC1510
 LC1510.The dynamic height is computed by dividing the NAVD 88
 LC1510.geopotential number by the normal gravity value computed on the
 LC1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1510.degrees latitude (g = 980.6199 gals.).
 LC1510
 LC1510.The modeled gravity was interpolated from observed gravity values.
 LC1510
 LC1510;                    North         East    Units  Estimated Accuracy
 LC1510;SPC IL W     -   426,350.      732,420.      MT  (+/- 180 meters Scaled)
 LC1510
 LC1510                          SUPERSEDED SURVEY CONTROL
 LC1510
 LC1510  NGVD 29 (??/??/92)  146.704  (m)          481.31   (f) ADJ UNCH    1 2
 LC1510
 LC1510.Superseded values are not recommended for survey control.
 LC1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1510.See file dsdata.txt to determine how the superseded data were derived.
 LC1510
 LC1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK640877(NAD 83)
 LC1510_MARKER: DB = BENCH MARK DISK
 LC1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1510_STAMPING: H 238 1961
 LC1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1510+STABILITY: SURFACE MOTION
 LC1510
 LC1510  HISTORY     - Date     Condition        Report By
 LC1510  HISTORY     - 1961     MONUMENTED       CGS
 LC1510
 LC1510                          STATION DESCRIPTION
 LC1510
 LC1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1510'5.7 MI N FROM MANITO.
 LC1510'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE CHICAGO AND ILLINOIS
 LC1510'MIDLAND RAILWAY FROM THE STATION AT MANITO, THENCE 5.65 MILES
 LC1510'NORTH ALONG A BLACK TOP ROAD, AT A ROAD CROSSING, 39 FEET WEST
 LC1510'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 139 FEET SOUTH OF
 LC1510'THE CENTER LINE OF THE EAST-WEST ROAD, 101.5 FEET SOUTH OF A
 LC1510'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 4 FEET SOUTH OF THE FIRST
 LC1510'TELEPHONE POLE SOUTH OF THE CROSSROADS, 0.5 MILE SOUTH OF THE
 LC1510'SPRING LAKE SCHOOL, 1.5 FEET BELOW THE LEVEL OF THE ROAD AND
 LC1510'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 LC1510'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0274 ***********************************************************************
 LD0274  DESIGNATION -  H 239
 LD0274  PID         -  LD0274
 LD0274  STATE/COUNTY-  IL/MASON
 LD0274  USGS QUAD   -  HAVANA (1947)
 LD0274
 LD0274                         *CURRENT SURVEY CONTROL
 LD0274  ___________________________________________________________________
 LD0274* NAD 83(1986)-  40 20 12.     (N)    090 02 31.     (W)     SCALED    
 LD0274* NAVD 88     -       146.762  (meters)     481.50   (feet)  ADJUSTED  
 LD0274  ___________________________________________________________________
 LD0274  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LD0274  DYNAMIC HT  -         146.689 (meters)     481.26  (feet)  COMP
 LD0274  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 LD0274
 LD0274  VERT ORDER  -  FIRST     CLASS II
 LD0274
 LD0274.The horizontal coordinates were scaled from a topographic map and have
 LD0274.an estimated accuracy of +/- 6 seconds.
 LD0274
 LD0274.The orthometric height was determined by differential leveling
 LD0274.and adjusted by the National Geodetic Survey in June 1991..
 LD0274
 LD0274.The geoid height was determined by GEOID03.
 LD0274
 LD0274.The dynamic height is computed by dividing the NAVD 88
 LD0274.geopotential number by the normal gravity value computed on the
 LD0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0274.degrees latitude (g = 980.6199 gals.).
 LD0274
 LD0274.The modeled gravity was interpolated from observed gravity values.
 LD0274
 LD0274;                    North         East    Units  Estimated Accuracy
 LD0274;SPC IL W     -   407,380.      710,600.      MT  (+/- 180 meters Scaled)
 LD0274
 LD0274                          SUPERSEDED SURVEY CONTROL
 LD0274
 LD0274  NGVD 29 (??/??/92)  146.865  (m)          481.84   (f) ADJ UNCH    1 2
 LD0274
 LD0274.Superseded values are not recommended for survey control.
 LD0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0274.See file dsdata.txt to determine how the superseded data were derived.
 LD0274
 LD0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE512693(NAD 83)
 LD0274_MARKER: DB = BENCH MARK DISK
 LD0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0274_STAMPING: H 239 1961
 LD0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0274+STABILITY: SURFACE MOTION
 LD0274
 LD0274  HISTORY     - Date     Condition        Report By
 LD0274  HISTORY     - 1961     MONUMENTED       CGS
 LD0274
 LD0274                          STATION DESCRIPTION
 LD0274
 LD0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0274'2 MI NE FROM HAVANA.
 LD0274'ABOUT 0.7 MILE NORTHEAST ALONG THE PEKIN-HAVANA ROAD FROM ITS
 LD0274'OVERPASS OVER THE CHICAGO AND ILLINOIS MIDLAND RAILWAY IN THE
 LD0274'NORTH PART OF HAVANA, THENCE 1.3 MILES NORTH ALONG THE ILLINOIS
 LD0274'RIVER ROAD, ABOUT 0.4 MILE SOUTH OF A JUNCTION, 17 1/2 FEET
 LD0274'NORTHWEST OF THE CENTER LINE OF THE ROAD, 34 FEET NORTHEAST OF
 LD0274'THE CENTER LINE OF A DRIVEWAY, 56.2 FEET EAST OF THE EAST CORNER
 LD0274'OF A ONE CAR GARAGE, 3 FEET NORTHEAST OF POWER LINE POLE NO. 584
 LD0274'NE, 2.5 FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 LD0274'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LD0274'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1795 ***********************************************************************
 LB1795  CBN         -  This is a Cooperative Base Network Control Station.
 LB1795  DESIGNATION -  H 24 RESET 1970
 LB1795  PID         -  LB1795
 LB1795  STATE/COUNTY-  IL/VERMILION
 LB1795  USGS QUAD   -  ROYAL (1968)
 LB1795
 LB1795                         *CURRENT SURVEY CONTROL
 LB1795  ___________________________________________________________________
 LB1795* NAD 83(1997)-  40 12 55.58140(N)    087 54 15.57627(W)     ADJUSTED  
 LB1795* NAVD 88     -       226.33   (meters)     742.6    (feet)  RESET     
 LB1795  ___________________________________________________________________
 LB1795  X           -     178,359.589 (meters)                     COMP
 LB1795  Y           -  -4,874,182.566 (meters)                     COMP
 LB1795  Z           -   4,096,406.965 (meters)                     COMP
 LB1795  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 LB1795  ELLIP HEIGHT-         194.04  (meters)          (10/15/04) GPS OBS
 LB1795  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LB1795
 LB1795  HORZ ORDER  -  B
 LB1795  VERT ORDER  -  THIRD
 LB1795  ELLP ORDER  -  FOURTH    CLASS II
 LB1795
 LB1795.The horizontal coordinates were established by GPS observations
 LB1795.and adjusted by the National Geodetic Survey in July 1998..
 LB1795
 LB1795.The orthometric height was computed from unverified reset data.
 LB1795
 LB1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LB1795
 LB1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1795
 LB1795.The ellipsoidal height was determined by GPS observations
 LB1795.and is referenced to NAD 83.
 LB1795
 LB1795.The geoid height was determined by GEOID03.
 LB1795
 LB1795;                    North         East     Units Scale Factor Converg.
 LB1795;SPC IL E     -   394,009.656   336,518.281   MT  0.99999141   +0 16 37.2
 LB1795;SPC IL E     - 1,292,680.01  1,104,060.39   sFT  0.99999141   +0 16 37.2
 LB1795;UTM  16      - 4,452,061.429   423,049.544   MT  0.99967289   -0 35 02.1
 LB1795
 LB1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1795!SPC IL E     -   0.99996956  x   0.99999141  =   0.99996097
 LB1795!UTM  16      -   0.99996956  x   0.99967289  =   0.99964246
 LB1795
 LB1795                          SUPERSEDED SURVEY CONTROL
 LB1795
 LB1795  ELLIP H (07/17/98)  194.03   (m)                       GP(       ) 4 1
 LB1795  NAVD 88 (07/17/98)  226.33   (m)          742.6    (f) LEVELING    3  
 LB1795
 LB1795.Superseded values are not recommended for survey control.
 LB1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1795.See file dsdata.txt to determine how the superseded data were derived.
 LB1795
 LB1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2305052061(NAD 83)
 LB1795_MARKER: DB = BENCH MARK DISK
 LB1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1795_STAMPING: H 24 RESET 1970
 LB1795_MARK LOGO: CGS   
 LB1795_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1795+STABILITY: SURFACE MOTION
 LB1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB1795+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 LB1795
 LB1795  HISTORY     - Date     Condition        Report By
 LB1795  HISTORY     - 1970     MONUMENTED       CGS
 LB1795  HISTORY     - 19970416 GOOD             NGS
 LB1795  HISTORY     - 20001229 GOOD             ZAMBRA
 LB1795
 LB1795                          STATION DESCRIPTION
 LB1795
 LB1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 LB1795'8 MI NE FROM OGDEN.
 LB1795'3.05 MILES EAST ALONG INTERSTATE HIGHWAY 74, THENCE NORTH ALONG
 LB1795'STATE HIGHWAY 49 FOR 6.3 MILES TO THE MARK ON THE LEFT, 39 FEET
 LB1795'WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A METAL
 LB1795'WITNESS POST, 3 1/2 FEET NORTHEAST OF A POWER POLE, 54 FEET
 LB1795'NORTHWEST OF THE NORTH END OF A CONCRETE HEADWALL, SET IN THE
 LB1795'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 LB1795
 LB1795                          STATION RECOVERY (1997)
 LB1795
 LB1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LB1795'THE STATION IS LOCATED ABOUT 0.6 MI (1.0 KM) NORTH OF HOPE.  TO REACH
 LB1795'FROM THE JUNCTION OF STATE ROUTE 49 AND INTERSTATE HIGHWAY 74 (EXIT
 LB1795'200), ABOUT 3.0 MI (4.8 KM) EAST-NORTHEAST OF OGDEN AND 1.7 MI (2.7
 LB1795'KM) NORTHWEST OF FITHIAN, GO NORTH ON ROUTE 49 FOR 6.25 MI (10.06 KM)
 LB1795'TO THE STATION ON THE LEFT, 12.1 M (39.7 FT) WEST OF THE CENTER OF THE
 LB1795'HIGHWAY, 25.7 M (84.3 FT) SOUTH OF A POWER POLE, 43.3 M (142.1 FT)
 LB1795'NORTH OF A POWER POLE, 16.2 M (53.1 FT) NORTHWEST OF THE NORTH END OF
 LB1795'THE WEST HEADWALL OF AN OLD CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 LB1795'0.9 M (3.0 FT) NORTH OF A METAL WITNESS POST, AND 0.3 M (1.0 FT) EAST
 LB1795'OF A FIBERGLASS WITNESS POST.
 LB1795
 LB1795                          STATION RECOVERY (2000)
 LB1795
 LB1795'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LB1795'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LB1795'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LB1795'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0048 ***********************************************************************
 KC0048  DESIGNATION -  H 240
 KC0048  PID         -  KC0048
 KC0048  STATE/COUNTY-  IL/CASS
 KC0048  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0048
 KC0048                         *CURRENT SURVEY CONTROL
 KC0048  ___________________________________________________________________
 KC0048* NAD 83(1986)-  39 59 40.     (N)    090 24 07.     (W)     SCALED    
 KC0048* NAVD 88     -       139.267  (meters)     456.91   (feet)  ADJUSTED  
 KC0048  ___________________________________________________________________
 KC0048  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KC0048  DYNAMIC HT  -         139.193 (meters)     456.67  (feet)  COMP
 KC0048  MODELED GRAV-     980,097.7   (mgal)                       NAVD 88
 KC0048
 KC0048  VERT ORDER  -  FIRST     CLASS II
 KC0048
 KC0048.The horizontal coordinates were scaled from a topographic map and have
 KC0048.an estimated accuracy of +/- 6 seconds.
 KC0048
 KC0048.The orthometric height was determined by differential leveling
 KC0048.and adjusted by the National Geodetic Survey in June 1991..
 KC0048
 KC0048.The geoid height was determined by GEOID03.
 KC0048
 KC0048.The dynamic height is computed by dividing the NAVD 88
 KC0048.geopotential number by the normal gravity value computed on the
 KC0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0048.degrees latitude (g = 980.6199 gals.).
 KC0048
 KC0048.The modeled gravity was interpolated from observed gravity values.
 KC0048
 KC0048;                    North         East    Units  Estimated Accuracy
 KC0048;SPC IL W     -   369,400.      679,910.      MT  (+/- 180 meters Scaled)
 KC0048
 KC0048                          SUPERSEDED SURVEY CONTROL
 KC0048
 KC0048  NGVD 29 (??/??/92)  139.38   (m)          457.3    (f) COMPUTED    1 2
 KC0048
 KC0048.Superseded values are not recommended for survey control.
 KC0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0048.See file dsdata.txt to determine how the superseded data were derived.
 KC0048
 KC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE218303(NAD 83)
 KC0048_MARKER: DB = BENCH MARK DISK
 KC0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0048_STAMPING: H 240 1961
 KC0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0048+STABILITY: SURFACE MOTION
 KC0048
 KC0048  HISTORY     - Date     Condition        Report By
 KC0048  HISTORY     - 1961     MONUMENTED       CGS
 KC0048
 KC0048                          STATION DESCRIPTION
 KC0048
 KC0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0048'2.5 MI SE FROM BEARDSTOWN.
 KC0048'ABOUT 1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 67 FROM THE JUNCTION
 KC0048'OF STATE HIGHWAY 100 AT BEARDSTOWN, THENCE 0.7 MILE SOUTH ALONG A
 KC0048'BLACK TOP ROAD, NEAR THE NORTHEAST CORNER OF THE HOOD AIRPORT,
 KC0048'NEAR THE NORTHEAST CORNER OF THE NORTH-SOUTH RUNWAY, 187 FEET
 KC0048'WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 0.35 MILE NORTH
 KC0048'OF THE AIRPORT HANGAR, 1.5 MILES EAST OF A METAL WITNESS POST,
 KC0048'ABOUT LEVEL WITH THE NORTH-SOUTH RUNWAY AND SET IN THE TOP OF A
 KC0048'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0579 ***********************************************************************
 JC0579  DESIGNATION -  H 241
 JC0579  PID         -  JC0579
 JC0579  STATE/COUNTY-  IL/JERSEY
 JC0579  USGS QUAD   -  BRUSSELS (1990)
 JC0579
 JC0579                         *CURRENT SURVEY CONTROL
 JC0579  ___________________________________________________________________
 JC0579* NAD 83(1986)-  38 58 33.     (N)    090 32 38.     (W)     SCALED    
 JC0579* NAVD 88     -       133.126  (meters)     436.76   (feet)  ADJUSTED  
 JC0579  ___________________________________________________________________
 JC0579  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JC0579  DYNAMIC HT  -         133.043 (meters)     436.49  (feet)  COMP
 JC0579  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 JC0579
 JC0579  VERT ORDER  -  FIRST     CLASS II
 JC0579
 JC0579.The horizontal coordinates were scaled from a topographic map and have
 JC0579.an estimated accuracy of +/- 6 seconds.
 JC0579
 JC0579.The orthometric height was determined by differential leveling
 JC0579.and adjusted by the National Geodetic Survey in June 1991..
 JC0579
 JC0579.The geoid height was determined by GEOID03.
 JC0579
 JC0579.The dynamic height is computed by dividing the NAVD 88
 JC0579.geopotential number by the normal gravity value computed on the
 JC0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0579.degrees latitude (g = 980.6199 gals.).
 JC0579
 JC0579.The modeled gravity was interpolated from observed gravity values.
 JC0579
 JC0579;                    North         East    Units  Estimated Accuracy
 JC0579;SPC IL W     -   256,350.      667,310.      MT  (+/- 180 meters Scaled)
 JC0579
 JC0579                          SUPERSEDED SURVEY CONTROL
 JC0579
 JC0579  NGVD 29 (??/??/92)  133.236  (m)          437.13   (f) ADJ UNCH    1 2
 JC0579
 JC0579.Superseded values are not recommended for survey control.
 JC0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0579.See file dsdata.txt to determine how the superseded data were derived.
 JC0579
 JC0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD127169(NAD 83)
 JC0579_MARKER: DB = BENCH MARK DISK
 JC0579_SETTING: 66 = SET IN ROCK OUTCROP
 JC0579_SP_SET: ROCK CLIFF
 JC0579_STAMPING: H 241 1961
 JC0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0579+STABILITY: POSITION/ELEVATION WELL
 JC0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JC0579+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 JC0579
 JC0579  HISTORY     - Date     Condition        Report By
 JC0579  HISTORY     - 1961     MONUMENTED       CGS
 JC0579  HISTORY     - 1981     GOOD             AEROS
 JC0579  HISTORY     - 19990306 GOOD             USPSQD
 JC0579  HISTORY     - 20010331 GOOD             NGS
 JC0579  HISTORY     - 20010331 GOOD             NGS
 JC0579  HISTORY     - 20060325 GOOD             GEOCAC
 JC0579
 JC0579                          STATION DESCRIPTION
 JC0579
 JC0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0579'6.3 MI NW FROM GRAFTON.
 JC0579'ABOUT 6.3 MILES NORTHWEST ALONG STATE HIGHWAY 100 FROM THE GRAFTON
 JC0579'SCHOOL, SECTION S 9 T 6 N R 13 W, 0.6 MILE NORTH OF THE HARTFORD
 JC0579'CHURCH AND CEMETERY, AT A LARGE FRESH WATER SPRING, SET VERTICALLY
 JC0579'IN THE WEST FACE OF A LARGE POINTED ROCK CLIFF, 55 FEET EAST OF
 JC0579'THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF THE NORTHWEST
 JC0579'CORNER OF THE ROCK, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 4
 JC0579'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JC0579
 JC0579                          STATION RECOVERY (1981)
 JC0579
 JC0579'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 JC0579'RECOVERED IN GOOD CONDITION.
 JC0579
 JC0579                          STATION RECOVERY (1999)
 JC0579
 JC0579'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0579'RECOVERED IN GOOD CONDITION.
 JC0579
 JC0579                          STATION RECOVERY (2001)
 JC0579
 JC0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0579'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0579
 JC0579                          STATION RECOVERY (2001)
 JC0579
 JC0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0579'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0579
 JC0579                          STATION RECOVERY (2006)
 JC0579
 JC0579'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 JC0579'1ST GEOCAC RECOVERY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0141 ***********************************************************************
 KC0141  DESIGNATION -  H 242
 KC0141  PID         -  KC0141
 KC0141  STATE/COUNTY-  IL/GREENE
 KC0141  USGS QUAD   -  HARDIN (1978)
 KC0141
 KC0141                         *CURRENT SURVEY CONTROL
 KC0141  ___________________________________________________________________
 KC0141* NAD 83(1986)-  39 13 46.     (N)    090 33 17.     (W)     SCALED    
 KC0141* NAVD 88     -       146.921  (meters)     482.02   (feet)  ADJUSTED  
 KC0141  ___________________________________________________________________
 KC0141  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KC0141  DYNAMIC HT  -         146.836 (meters)     481.74  (feet)  COMP
 KC0141  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 KC0141
 KC0141  VERT ORDER  -  FIRST     CLASS II
 KC0141
 KC0141.The horizontal coordinates were scaled from a topographic map and have
 KC0141.an estimated accuracy of +/- 6 seconds.
 KC0141
 KC0141.The orthometric height was determined by differential leveling
 KC0141.and adjusted by the National Geodetic Survey in June 1991..
 KC0141
 KC0141.The geoid height was determined by GEOID03.
 KC0141
 KC0141.The dynamic height is computed by dividing the NAVD 88
 KC0141.geopotential number by the normal gravity value computed on the
 KC0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0141.degrees latitude (g = 980.6199 gals.).
 KC0141
 KC0141.The modeled gravity was interpolated from observed gravity values.
 KC0141
 KC0141;                    North         East    Units  Estimated Accuracy
 KC0141;SPC IL W     -   284,510.      666,500.      MT  (+/- 180 meters Scaled)
 KC0141
 KC0141                          SUPERSEDED SURVEY CONTROL
 KC0141
 KC0141  NGVD 29 (??/??/92)  147.032  (m)          482.39   (f) ADJ UNCH    1 2
 KC0141
 KC0141.Superseded values are not recommended for survey control.
 KC0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0141.See file dsdata.txt to determine how the superseded data were derived.
 KC0141
 KC0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD110450(NAD 83)
 KC0141_MARKER: DB = BENCH MARK DISK
 KC0141_SETTING: 66 = SET IN ROCK OUTCROP
 KC0141_SP_SET: ROCK CLIFF
 KC0141_STAMPING: H 242 1961
 KC0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0141+STABILITY: POSITION/ELEVATION WELL
 KC0141
 KC0141  HISTORY     - Date     Condition        Report By
 KC0141  HISTORY     - 1961     MONUMENTED       CGS
 KC0141
 KC0141                          STATION DESCRIPTION
 KC0141
 KC0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0141'4.2 MI S FROM ELDRED.
 KC0141'ABOUT 4.2 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0141'OF STATE HIGHWAY 108 AT ELDRED, SECTION S 16 T 9 N R 13 W,
 KC0141'0.55 MILE SOUTH OF A SMALL CEMETERY ON THE EAST SIDE OF THE
 KC0141'ROAD, 0.3 MILE NORTH OF THE JUNCTION OF A ROAD LEADING EAST,
 KC0141'ALONG THE NORTH SIDE OF A DEEP HOLLOW, SET VERTICALLY IN THE
 KC0141'WEST FACE AND NEAR THE SOUTH END OF A HIGH ROCK CLIFF, 95 FEET
 KC0141'EAST OF THE CENTER LINE OF THE ROAD, 17 FEET NORTH OF THE SOUTH
 KC0141'END OF THE ROCK, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 15
 KC0141'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0161 ***********************************************************************
 KC0161  DESIGNATION -  H 243
 KC0161  PID         -  KC0161
 KC0161  STATE/COUNTY-  IL/GREENE
 KC0161  USGS QUAD   -  PEARL EAST (1980)
 KC0161
 KC0161                         *CURRENT SURVEY CONTROL
 KC0161  ___________________________________________________________________
 KC0161* NAD 83(1986)-  39 23 27.     (N)    090 33 17.     (W)     SCALED    
 KC0161* NAVD 88     -       144.759  (meters)     474.93   (feet)  ADJUSTED  
 KC0161  ___________________________________________________________________
 KC0161  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KC0161  DYNAMIC HT  -         144.676 (meters)     474.66  (feet)  COMP
 KC0161  MODELED GRAV-     980,049.1   (mgal)                       NAVD 88
 KC0161
 KC0161  VERT ORDER  -  FIRST     CLASS II
 KC0161
 KC0161.The horizontal coordinates were scaled from a topographic map and have
 KC0161.an estimated accuracy of +/- 6 seconds.
 KC0161
 KC0161.The orthometric height was determined by differential leveling
 KC0161.and adjusted by the National Geodetic Survey in June 1991..
 KC0161
 KC0161.The geoid height was determined by GEOID03.
 KC0161
 KC0161.The dynamic height is computed by dividing the NAVD 88
 KC0161.geopotential number by the normal gravity value computed on the
 KC0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0161.degrees latitude (g = 980.6199 gals.).
 KC0161
 KC0161.The modeled gravity was interpolated from observed gravity values.
 KC0161
 KC0161;                    North         East    Units  Estimated Accuracy
 KC0161;SPC IL W     -   302,430.      666,570.      MT  (+/- 180 meters Scaled)
 KC0161
 KC0161                          SUPERSEDED SURVEY CONTROL
 KC0161
 KC0161  NGVD 29 (??/??/92)  144.883  (m)          475.34   (f) ADJ UNCH    1 2
 KC0161
 KC0161.Superseded values are not recommended for survey control.
 KC0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0161.See file dsdata.txt to determine how the superseded data were derived.
 KC0161
 KC0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD105630(NAD 83)
 KC0161_MARKER: DB = BENCH MARK DISK
 KC0161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KC0161_SP_SET: ROCK CLIFF
 KC0161_STAMPING: H 243 1961
 KC0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0161
 KC0161  HISTORY     - Date     Condition        Report By
 KC0161  HISTORY     - 1961     MONUMENTED       CGS
 KC0161
 KC0161                          STATION DESCRIPTION
 KC0161
 KC0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0161'7.4 MI N FROM ELDRED.
 KC0161'ABOUT 7.4 MILES NORTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0161'OF STATE HIGHWAY 108 AT ELDRED, 4.75 MILES SOUTH OF THE POST
 KC0161'OFFICE AT HILLVIEW, ALONG THE SOUTH EDGE OF BRIDGE WATER HOLLOW,
 KC0161'NEAR THE SOUTH EDGE OF A SMALL CAVE, DIRECTLY ACROSS THE ROAD
 KC0161'FROM A TWO-STORY STONE AND WOOD HOUSE, SET VERTICALLY IN THE WEST
 KC0161'FACE OF A HIGH ROCK CLIFF, 110 FEET EAST OF THE CENTER LINE OF
 KC0161'THE ROAD, 2 FEET SOUTH OF THE SOUTH EDGE OF THE CAVE, 0.1 MILE
 KC0161'SOUTH OF THE JUNCTION OF A GRADED ROAD LEADING EAST, 1 1/2 FEET
 KC0161'ABOVE THE LEVEL OF THE GROUND AND 25 FEET ABOVE THE LEVEL OF THE
 KC0161'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0232 ***********************************************************************
 KC0232  DESIGNATION -  H 244
 KC0232  PID         -  KC0232
 KC0232  STATE/COUNTY-  IL/SCOTT
 KC0232  USGS QUAD   -  BEDFORD (1980)
 KC0232
 KC0232                         *CURRENT SURVEY CONTROL
 KC0232  ___________________________________________________________________
 KC0232* NAD 83(1986)-  39 35 38.     (N)    090 31 40.     (W)     SCALED    
 KC0232* NAVD 88     -       135.343  (meters)     444.04   (feet)  ADJUSTED  
 KC0232  ___________________________________________________________________
 KC0232  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KC0232  DYNAMIC HT  -         135.268 (meters)     443.79  (feet)  COMP
 KC0232  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KC0232
 KC0232  VERT ORDER  -  FIRST     CLASS II
 KC0232
 KC0232.The horizontal coordinates were scaled from a topographic map and have
 KC0232.an estimated accuracy of +/- 6 seconds.
 KC0232
 KC0232.The orthometric height was determined by differential leveling
 KC0232.and adjusted by the National Geodetic Survey in June 1991..
 KC0232
 KC0232.The geoid height was determined by GEOID03.
 KC0232
 KC0232.The dynamic height is computed by dividing the NAVD 88
 KC0232.geopotential number by the normal gravity value computed on the
 KC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0232.degrees latitude (g = 980.6199 gals.).
 KC0232
 KC0232.The modeled gravity was interpolated from observed gravity values.
 KC0232
 KC0232;                    North         East    Units  Estimated Accuracy
 KC0232;SPC IL W     -   324,960.      668,980.      MT  (+/- 180 meters Scaled)
 KC0232
 KC0232                          SUPERSEDED SURVEY CONTROL
 KC0232
 KC0232  NGVD 29 (??/??/92)  135.473  (m)          444.46   (f) ADJ UNCH    1 2
 KC0232
 KC0232.Superseded values are not recommended for survey control.
 KC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0232.See file dsdata.txt to determine how the superseded data were derived.
 KC0232
 KC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD122856(NAD 83)
 KC0232_MARKER: DB = BENCH MARK DISK
 KC0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0232_SP_SET: CULVERT
 KC0232_STAMPING: H 244 1961
 KC0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0232
 KC0232  HISTORY     - Date     Condition        Report By
 KC0232  HISTORY     - 1961     MONUMENTED       CGS
 KC0232
 KC0232                          STATION DESCRIPTION
 KC0232
 KC0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0232'10.6 MI N FROM HILLVIEW.
 KC0232'ABOUT 10.6 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0232'BAPTIST CHURCH AT HILLVIEW, 0.25 MILE NORTH OF THE JUNCTION OF
 KC0232'A ROAD LEADING WEST, ON TOP OF THE SOUTH END OF THE EAST CONCRETE
 KC0232'HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT UNDER THE ROAD, 21
 KC0232'FEET EAST OF THE CENTER LINE OF THE ROAD, 1/2 FOOT NORTH OF THE
 KC0232'SOUTH END OF THE HEADWALL AND 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0242 ***********************************************************************
 KC0242  DESIGNATION -  H 245
 KC0242  PID         -  KC0242
 KC0242  STATE/COUNTY-  IL/SCOTT
 KC0242  USGS QUAD   -  FLORENCE (1980)
 KC0242
 KC0242                         *CURRENT SURVEY CONTROL
 KC0242  ___________________________________________________________________
 KC0242* NAD 83(1986)-  39 38 07.     (N)    090 34 33.     (W)     SCALED    
 KC0242* NAVD 88     -       128.877  (meters)     422.82   (feet)  ADJUSTED  
 KC0242  ___________________________________________________________________
 KC0242  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KC0242  DYNAMIC HT  -         128.807 (meters)     422.59  (feet)  COMP
 KC0242  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 KC0242
 KC0242  VERT ORDER  -  FIRST     CLASS II
 KC0242
 KC0242.The horizontal coordinates were scaled from a topographic map and have
 KC0242.an estimated accuracy of +/- 6 seconds.
 KC0242
 KC0242.The orthometric height was determined by differential leveling
 KC0242.and adjusted by the National Geodetic Survey in June 1991..
 KC0242
 KC0242.The geoid height was determined by GEOID03.
 KC0242
 KC0242.The dynamic height is computed by dividing the NAVD 88
 KC0242.geopotential number by the normal gravity value computed on the
 KC0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0242.degrees latitude (g = 980.6199 gals.).
 KC0242
 KC0242.The modeled gravity was interpolated from observed gravity values.
 KC0242
 KC0242;                    North         East    Units  Estimated Accuracy
 KC0242;SPC IL W     -   329,580.      664,880.      MT  (+/- 180 meters Scaled)
 KC0242
 KC0242                          SUPERSEDED SURVEY CONTROL
 KC0242
 KC0242  NGVD 29 (??/??/92)  129.002  (m)          423.23   (f) ADJ UNCH    1 2
 KC0242
 KC0242.Superseded values are not recommended for survey control.
 KC0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0242.See file dsdata.txt to determine how the superseded data were derived.
 KC0242
 KC0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD080900(NAD 83)
 KC0242_MARKER: DB = BENCH MARK DISK
 KC0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0242_STAMPING: H 245 1961
 KC0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0242+STABILITY: SURFACE MOTION
 KC0242
 KC0242  HISTORY     - Date     Condition        Report By
 KC0242  HISTORY     - 1961     MONUMENTED       CGS
 KC0242
 KC0242                          STATION DESCRIPTION
 KC0242
 KC0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0242'9.8 MI S FROM BLUFFS.
 KC0242'ABOUT 9.85 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0242'OF THE WABASH RAILROAD AT BLUFFS, 0.95 MILE SOUTH OF A 120-FEET
 KC0242'LONG BRIDGE OVER WALNUT CREEK, 0.25 MILE NORTH OF THE JUNCTION
 KC0242'OF STATE HIGHWAY 100 AND U.S. HIGHWAY 36, NEAR THE JUNCTION OF A
 KC0242'PRIVATE ROAD LEADING WEST TO A TRENCE SILO, 40 1/2 FEET WEST OF
 KC0242'THE CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF THE CENTER
 KC0242'LINE OF THE PRIVATE ROAD, 50 FEET SOUTHWEST OF THE CENTER OF THE
 KC0242'JUNCTION OF THE PRIVATE ROAD AND THE HIGHWAY, 19 1/2 FEET SOUTH
 KC0242'OF A FENCE CORNER, 1 FOOT EAST OF A NORTH-SOUTH ROAD, 1 1/2 FEET
 KC0242'NORTH OF A WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE
 KC0242'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 KC0242'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1011 ***********************************************************************
 LC1011  DESIGNATION -  H 246
 LC1011  PID         -  LC1011
 LC1011  STATE/COUNTY-  IL/MCLEAN
 LC1011  USGS QUAD   -  BLOOMINGTON WEST (1981)
 LC1011
 LC1011                         *CURRENT SURVEY CONTROL
 LC1011  ___________________________________________________________________
 LC1011* NAD 83(1986)-  40 26 18.     (N)    089 01 54.     (W)     SCALED    
 LC1011* NAVD 88     -       233.382  (meters)     765.69   (feet)  ADJUSTED  
 LC1011  ___________________________________________________________________
 LC1011  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LC1011  DYNAMIC HT  -         233.272 (meters)     765.33  (feet)  COMP
 LC1011  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 LC1011
 LC1011  VERT ORDER  -  SECOND    CLASS 0
 LC1011
 LC1011.The horizontal coordinates were scaled from a topographic map and have
 LC1011.an estimated accuracy of +/- 6 seconds.
 LC1011
 LC1011.The orthometric height was determined by differential leveling
 LC1011.and adjusted by the National Geodetic Survey in June 1991..
 LC1011
 LC1011.The geoid height was determined by GEOID03.
 LC1011
 LC1011.The dynamic height is computed by dividing the NAVD 88
 LC1011.geopotential number by the normal gravity value computed on the
 LC1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1011.degrees latitude (g = 980.6199 gals.).
 LC1011
 LC1011.The modeled gravity was interpolated from observed gravity values.
 LC1011
 LC1011;                    North         East    Units  Estimated Accuracy
 LC1011;SPC IL E     -   418,910.      240,750.      MT  (+/- 180 meters Scaled)
 LC1011
 LC1011                          SUPERSEDED SURVEY CONTROL
 LC1011
 LC1011  NGVD 29 (??/??/92)  233.442  (m)          765.88   (f) ADJ UNCH    2 0
 LC1011
 LC1011.Superseded values are not recommended for survey control.
 LC1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1011.See file dsdata.txt to determine how the superseded data were derived.
 LC1011
 LC1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK276783(NAD 83)
 LC1011_MARKER: DB = BENCH MARK DISK
 LC1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1011_SP_SET: BRIDGE
 LC1011_STAMPING: H 246 1960
 LC1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1011
 LC1011  HISTORY     - Date     Condition        Report By
 LC1011  HISTORY     - 1960     MONUMENTED       CGS
 LC1011
 LC1011                          STATION DESCRIPTION
 LC1011
 LC1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1011'2.8 MI SW FROM BLOOMINGTON.
 LC1011'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM JUNCTION
 LC1011'OF U.S. HIGHWAY 66 AND U.S. HIGHWAY 51 IN THE SOUTH PART OF
 LC1011'BLOOMINGTON, THENCE WEST 0.1 MILE ALONG ASPHALT PAVED ROAD, THENCE
 LC1011'SOUTH 0.7 MILE ALONG THE GULF MOBILE AND OHIO RAILROAD, 20 FEET
 LC1011'SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH BOUND TRACK SET IN
 LC1011'TOP OF THE NORTHEAST END OF SOUTHEAST HEADWALL OF A 5 FOOT CONCRETE
 LC1011'BRIDGE UNDER THE GULF MOBILE AND OHIO RAILROAD AND ABOUT 11 FEET
 LC1011'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1831 ***********************************************************************
 MF1831  DESIGNATION -  H 247 RESET
 MF1831  PID         -  MF1831
 MF1831  STATE/COUNTY-  IL/WILL
 MF1831  USGS QUAD   -  WILMINGTON (1993)
 MF1831
 MF1831                         *CURRENT SURVEY CONTROL
 MF1831  ___________________________________________________________________
 MF1831* NAD 83(1986)-  41 22 25.     (N)    088 11 33.     (W)     SCALED    
 MF1831* NAVD 88     -       159.18   (meters)     522.2    (feet)  RESET     
 MF1831  ___________________________________________________________________
 MF1831  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MF1831
 MF1831  VERT ORDER  -  THIRD
 MF1831
 MF1831.The horizontal coordinates were scaled from a topographic map and have
 MF1831.an estimated accuracy of +/- 6 seconds.
 MF1831
 MF1831.The orthometric height was computed from unverified reset data.
 MF1831.No vertical observational check was made to the station.
 MF1831
 MF1831.The geoid height was determined by GEOID03.
 MF1831
 MF1831;                    North         East    Units  Estimated Accuracy
 MF1831;SPC IL E     -   522,540.      311,780.      MT  (+/- 180 meters Scaled)
 MF1831
 MF1831                          SUPERSEDED SURVEY CONTROL
 MF1831
 MF1831  NGVD 29 (03/28/06)  159.27   (m)          522.5    (f) RESET       3  
 MF1831
 MF1831.Superseded values are not recommended for survey control.
 MF1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1831.See file dsdata.txt to determine how the superseded data were derived.
 MF1831
 MF1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL002809(NAD 83)
 MF1831_MARKER: DV = VERTICAL CONTROL DISK
 MF1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1831_SP_SET: CONCRETE POST
 MF1831_STAMPING: H 247 RESET 1993
 MF1831_MARK LOGO: NGS   
 MF1831_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1831+STABILITY: SURFACE MOTION
 MF1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1831+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MF1831
 MF1831  HISTORY     - Date     Condition        Report By
 MF1831  HISTORY     - 1993     MONUMENTED       NGS
 MF1831
 MF1831                          STATION DESCRIPTION
 MF1831
 MF1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MF1831'STATION IS LOCATED NEAR THE DEAD END OF A FRONTAGE ROAD TO INTERSTATE
 MF1831'HIGHWAY 55 ABOUT 1.4 MI (2.3 KM) NORTH OF THE KANKAKEE RIVER.  TO
 MF1831'REACH THE STATION FROM THE I-55 INTERCHANGE 241 (WILMINGTON EXIT)
 MF1831'JUST NORTH OF THE KANKAKEE RIVER BRIDGE, PROCEED WEST TO THE FRONTAGE
 MF1831'ROAD WHICH PARALLELS I-55 ON THE WEST SIDE.  TURN NORTH ON THE
 MF1831'FRONTAGE ROAD FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT, 28.7
 MF1831'M (94.2 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF I-55,
 MF1831'15.3 M (50.2 FT) SOUTHWEST OF A BRACED IRON PIPE FENCE POST, 5.7 M
 MF1831'(18.7 FT) WEST OF THE APPROXIMATE CENTERLINE OF THE FRONTAGE ROAD,
 MF1831'0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST, SET IN THE TOP OF A
 MF1831'0.3 M (1.0 FT) ROUND CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0791 ***********************************************************************
 LC0791  DESIGNATION -  H 248
 LC0791  PID         -  LC0791
 LC0791  STATE/COUNTY-  IL/LIVINGSTON
 LC0791  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0791
 LC0791                         *CURRENT SURVEY CONTROL
 LC0791  ___________________________________________________________________
 LC0791* NAD 83(1986)-  40 58 50.     (N)    088 32 45.     (W)     SCALED    
 LC0791* NAVD 88     -       225.916  (meters)     741.19   (feet)  ADJUSTED  
 LC0791  ___________________________________________________________________
 LC0791  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LC0791  DYNAMIC HT  -         225.822 (meters)     740.88  (feet)  COMP
 LC0791  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 LC0791
 LC0791  VERT ORDER  -  SECOND    CLASS 0
 LC0791
 LC0791.The horizontal coordinates were scaled from a topographic map and have
 LC0791.an estimated accuracy of +/- 6 seconds.
 LC0791
 LC0791.The orthometric height was determined by differential leveling
 LC0791.and adjusted by the National Geodetic Survey in June 1991..
 LC0791
 LC0791.The geoid height was determined by GEOID03.
 LC0791
 LC0791.The dynamic height is computed by dividing the NAVD 88
 LC0791.geopotential number by the normal gravity value computed on the
 LC0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0791.degrees latitude (g = 980.6199 gals.).
 LC0791
 LC0791.The modeled gravity was interpolated from observed gravity values.
 LC0791
 LC0791;                    North         East    Units  Estimated Accuracy
 LC0791;SPC IL E     -   478,900.      282,120.      MT  (+/- 180 meters Scaled)
 LC0791
 LC0791                          SUPERSEDED SURVEY CONTROL
 LC0791
 LC0791  NGVD 29 (??/??/92)  225.979  (m)          741.40   (f) ADJ UNCH    2 0
 LC0791
 LC0791.Superseded values are not recommended for survey control.
 LC0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0791.See file dsdata.txt to determine how the superseded data were derived.
 LC0791
 LC0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL699377(NAD 83)
 LC0791_MARKER: DB = BENCH MARK DISK
 LC0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0791_STAMPING: H 248 1961
 LC0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0791+STABILITY: SURFACE MOTION
 LC0791
 LC0791  HISTORY     - Date     Condition        Report By
 LC0791  HISTORY     - 1961     MONUMENTED       CGS
 LC0791  HISTORY     - 1987     GOOD             USPSQD
 LC0791
 LC0791                          STATION DESCRIPTION
 LC0791
 LC0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0791'2.4 MI SW FROM ODELL.
 LC0791'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 LC0791'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 2.05 MILES
 LC0791'SOUTHWEST ALONG U.S. HIGHWAY 66, ABOUT 0.35 MILES NORTHEAST OF
 LC0791'THE JUNCTION OF AN EAST-WEST GRAVEL ROAD, 58 FEET SOUTHEAST
 LC0791'OF THE CENTER LINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 66,
 LC0791'24 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHBOUND TRACK
 LC0791'OF THE GULF, MOBILE AND OHIO RAIL ROAD, 6 FEET SOUTHWEST OF A
 LC0791'TELEGRAPH POLE, 1.7 FEET NORTHEAST OF A METAL WITNESS POST, 3 FEET
 LC0791'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LC0791'POST FLUSH WITH THE GROUND.
 LC0791
 LC0791                          STATION RECOVERY (1987)
 LC0791
 LC0791'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 LC0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1439 ***********************************************************************
 JB1439  DESIGNATION -  H 249
 JB1439  PID         -  JB1439
 JB1439  STATE/COUNTY-  IL/ST CLAIR
 JB1439  USGS QUAD   -  O'FALLON (1991)
 JB1439
 JB1439                         *CURRENT SURVEY CONTROL
 JB1439  ___________________________________________________________________
 JB1439* NAD 83(1986)-  38 35 12.     (N)    089 55 41.     (W)     SCALED    
 JB1439* NAVD 88     -       169.241  (meters)     555.25   (feet)  ADJUSTED  
 JB1439  ___________________________________________________________________
 JB1439  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 JB1439  DYNAMIC HT  -         169.134 (meters)     554.90  (feet)  COMP
 JB1439  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 JB1439
 JB1439  VERT ORDER  -  SECOND    CLASS 0
 JB1439
 JB1439.The horizontal coordinates were scaled from a topographic map and have
 JB1439.an estimated accuracy of +/- 6 seconds.
 JB1439
 JB1439.The orthometric height was determined by differential leveling
 JB1439.and adjusted by the National Geodetic Survey in June 1991..
 JB1439
 JB1439.The geoid height was determined by GEOID03.
 JB1439
 JB1439.The dynamic height is computed by dividing the NAVD 88
 JB1439.geopotential number by the normal gravity value computed on the
 JB1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1439.degrees latitude (g = 980.6199 gals.).
 JB1439
 JB1439.The modeled gravity was interpolated from observed gravity values.
 JB1439
 JB1439;                    North         East    Units  Estimated Accuracy
 JB1439;SPC IL W     -   213,110.      720,790.      MT  (+/- 180 meters Scaled)
 JB1439
 JB1439                          SUPERSEDED SURVEY CONTROL
 JB1439
 JB1439  NGVD 29 (??/??/92)  169.339  (m)          555.57   (f) ADJ UNCH    2 0
 JB1439
 JB1439.Superseded values are not recommended for survey control.
 JB1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1439.See file dsdata.txt to determine how the superseded data were derived.
 JB1439
 JB1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH449749(NAD 83)
 JB1439_MARKER: DB = BENCH MARK DISK
 JB1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1439_STAMPING: H 249 1961
 JB1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1439+STABILITY: SURFACE MOTION
 JB1439
 JB1439  HISTORY     - Date     Condition        Report By
 JB1439  HISTORY     - 1961     MONUMENTED       CGS
 JB1439  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1439
 JB1439                          STATION DESCRIPTION
 JB1439
 JB1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1439'1.4 MI SW FROM O FALLON.
 JB1439'ABOUT 0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1439'ITS STATION IN OFALLON, THENCE 0.5 MILE WEST ALONG A CONCRETE
 JB1439'PAVED ROAD, THENCE 0.25 MILE SOUTH ALONG AN OILED ROAD TO THE
 JB1439'JUNCTION OF U.S. HIGHWAY 50, THENCE 0.15 MILE SOUTH ALONG AN
 JB1439'OILED ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JB1439'WEST OF A FENCE, 4 FEET NORTHEAST OF A BRACE POST FOR A POWER
 JB1439'POLE, 31 FEET EAST AND ACROSS THE ROAD FROM POWER POLE 3, 1.7
 JB1439'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 JB1439'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB1439'WITH THE GROUND.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE
 JB1439'POST OFFICE IN OFALLON BY GOING 0.35 MILE SOUTH ALONG SOUTH
 JB1439'LINCOLN AVENUE, THENCE 1.15 MILES WEST AND NORTHWEST ALONG U.S.
 JB1439'HIGHWAY 50, THENCE 0.15 SOUTH ALONG AN OILED ROAD.
 JB1439
 JB1439                          STATION RECOVERY (1987)
 JB1439
 JB1439'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1920 ***********************************************************************
 LB1920  DESIGNATION -  H 25
 LB1920  PID         -  LB1920
 LB1920  STATE/COUNTY-  IL/IROQUOIS
 LB1920  USGS QUAD   -  CRESCENT CITY (1986)
 LB1920
 LB1920                         *CURRENT SURVEY CONTROL
 LB1920  ___________________________________________________________________
 LB1920* NAD 83(1986)-  40 46 13.     (N)    087 51 45.     (W)     SCALED    
 LB1920* NAVD 88     -       193.756  (meters)     635.68   (feet)  ADJUSTED  
 LB1920  ___________________________________________________________________
 LB1920  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB1920  DYNAMIC HT  -         193.670 (meters)     635.40  (feet)  COMP
 LB1920  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 LB1920
 LB1920  VERT ORDER  -  SECOND    CLASS 0
 LB1920
 LB1920.The horizontal coordinates were scaled from a topographic map and have
 LB1920.an estimated accuracy of +/- 6 seconds.
 LB1920
 LB1920.The orthometric height was determined by differential leveling
 LB1920.and adjusted by the National Geodetic Survey in June 1991..
 LB1920
 LB1920.The geoid height was determined by GEOID03.
 LB1920
 LB1920.The dynamic height is computed by dividing the NAVD 88
 LB1920.geopotential number by the normal gravity value computed on the
 LB1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1920.degrees latitude (g = 980.6199 gals.).
 LB1920
 LB1920.The modeled gravity was interpolated from observed gravity values.
 LB1920
 LB1920;                    North         East    Units  Estimated Accuracy
 LB1920;SPC IL E     -   455,640.      339,750.      MT  (+/- 180 meters Scaled)
 LB1920
 LB1920                          SUPERSEDED SURVEY CONTROL
 LB1920
 LB1920  NGVD 29 (??/??/92)  193.827  (m)          635.91   (f) ADJ UNCH    2 0
 LB1920
 LB1920.Superseded values are not recommended for survey control.
 LB1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1920.See file dsdata.txt to determine how the superseded data were derived.
 LB1920
 LB1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL272136(NAD 83)
 LB1920_MARKER: DB = BENCH MARK DISK
 LB1920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1920_SP_SET: BRIDGE
 LB1920_STAMPING: H 25 1934
 LB1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1920
 LB1920  HISTORY     - Date     Condition        Report By
 LB1920  HISTORY     - 1934     MONUMENTED       CGS
 LB1920  HISTORY     - 1954     GOOD             NGS
 LB1920
 LB1920                          STATION DESCRIPTION
 LB1920
 LB1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1920'AT CRESCENT CITY.
 LB1920'AT CRESCENT CITY, ABOUT 70 YARDS EAST ALONG U.S. HIGHWAY 24
 LB1920'FROM THE INTERSECTION OF STATE HIGHWAY 49, IN THE TOP OF THE
 LB1920'SOUTHEAST END OF NORTHWEST WINGWALL OF A 25-FOOT CONCRETE
 LB1920'BRIDGE OVER A DRAINAGE DITCH, 17 FEET NORTH OF CENTER LINE OF
 LB1920'HIGHWAY 24, 0.6 FOOT NORTH OF NORTH CONCRETE AND BRICK BANISTER
 LB1920'AND ABOUT LEVEL WITH HIGHWAY 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1285 ***********************************************************************
 JB1285  DESIGNATION -  H 250
 JB1285  PID         -  JB1285
 JB1285  STATE/COUNTY-  IL/CLINTON
 JB1285  USGS QUAD   -  OKAWVILLE (1981)
 JB1285
 JB1285                         *CURRENT SURVEY CONTROL
 JB1285  ___________________________________________________________________
 JB1285* NAD 83(1986)-  38 26 16.     (N)    089 32 15.     (W)     SCALED    
 JB1285* NAVD 88     -       134.254  (meters)     440.46   (feet)  ADJUSTED  
 JB1285  ___________________________________________________________________
 JB1285  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 JB1285  DYNAMIC HT  -         134.170 (meters)     440.19  (feet)  COMP
 JB1285  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 JB1285
 JB1285  VERT ORDER  -  SECOND    CLASS 0
 JB1285
 JB1285.The horizontal coordinates were scaled from a topographic map and have
 JB1285.an estimated accuracy of +/- 6 seconds.
 JB1285
 JB1285.The orthometric height was determined by differential leveling
 JB1285.and adjusted by the National Geodetic Survey in June 1991..
 JB1285
 JB1285.The geoid height was determined by GEOID03.
 JB1285
 JB1285.The dynamic height is computed by dividing the NAVD 88
 JB1285.geopotential number by the normal gravity value computed on the
 JB1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1285.degrees latitude (g = 980.6199 gals.).
 JB1285
 JB1285.The modeled gravity was interpolated from observed gravity values.
 JB1285
 JB1285;                    North         East    Units  Estimated Accuracy
 JB1285;SPC IL W     -   196,750.      754,930.      MT  (+/- 180 meters Scaled)
 JB1285
 JB1285                          SUPERSEDED SURVEY CONTROL
 JB1285
 JB1285  NGVD 29 (??/??/92)  134.376  (m)          440.87   (f) ADJ UNCH    2 0
 JB1285
 JB1285.Superseded values are not recommended for survey control.
 JB1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1285.See file dsdata.txt to determine how the superseded data were derived.
 JB1285
 JB1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH785574(NAD 83)
 JB1285_MARKER: DB = BENCH MARK DISK
 JB1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1285_STAMPING: H 250 1961
 JB1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1285+STABILITY: SURFACE MOTION
 JB1285
 JB1285  HISTORY     - Date     Condition        Report By
 JB1285  HISTORY     - 1961     MONUMENTED       CGS
 JB1285
 JB1285                          STATION DESCRIPTION
 JB1285
 JB1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1285'0.9 MI NE FROM OKAWVILLE.
 JB1285'ABOUT 0.10 MILES NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1285'IN OKAWVILLE, THENCE 0.75 MILES EAST AND NORTHEAST ALONG STATE
 JB1285'HIGHWAY 177, THENCE ABOUT 0.05 MILES WEST ALONG AN OILED ROAD,
 JB1285'213 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 177, 24 FEET
 JB1285'SOUTH OF THE CENTER LINE OF THE OILED ROAD, 68 FEET WEST-SOUTHWEST
 JB1285'OF THE SOUTH END OF A CORRUAGATED PIPE CULVERT, 53 FEET WEST OF
 JB1285'A FENCE CORNER, 4.5 FEET WEST OF THE SECOND TELEPHONE POLE WEST
 JB1285'OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 2.1 FEET NORTHEAST OF
 JB1285'A METAL WITNESS POST, 0.5 FEET BELOW THE LEVEL OF THE ROAD AND
 JB1285'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1159 ***********************************************************************
 JB1159  DESIGNATION -  H 251
 JB1159  PID         -  JB1159
 JB1159  STATE/COUNTY-  IL/WASHINGTON
 JB1159  USGS QUAD   -  HOYLETON (1974)
 JB1159
 JB1159                         *CURRENT SURVEY CONTROL
 JB1159  ___________________________________________________________________
 JB1159* NAD 83(1986)-  38 23 26.     (N)    089 17 32.     (W)     SCALED    
 JB1159* NAVD 88     -       153.654  (meters)     504.11   (feet)  ADJUSTED  
 JB1159  ___________________________________________________________________
 JB1159  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 JB1159  DYNAMIC HT  -         153.556 (meters)     503.79  (feet)  COMP
 JB1159  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 JB1159
 JB1159  VERT ORDER  -  SECOND    CLASS 0
 JB1159
 JB1159.The horizontal coordinates were scaled from a topographic map and have
 JB1159.an estimated accuracy of +/- 6 seconds.
 JB1159
 JB1159.The orthometric height was determined by differential leveling
 JB1159.and adjusted by the National Geodetic Survey in June 1991..
 JB1159
 JB1159.The geoid height was determined by GEOID03.
 JB1159
 JB1159.The dynamic height is computed by dividing the NAVD 88
 JB1159.geopotential number by the normal gravity value computed on the
 JB1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1159.degrees latitude (g = 980.6199 gals.).
 JB1159
 JB1159.The modeled gravity was interpolated from observed gravity values.
 JB1159
 JB1159;                    North         East    Units  Estimated Accuracy
 JB1159;SPC IL W     -   191,680.      776,390.      MT  (+/- 180 meters Scaled)
 JB1159
 JB1159                          SUPERSEDED SURVEY CONTROL
 JB1159
 JB1159  NGVD 29 (??/??/92)  153.774  (m)          504.51   (f) ADJ UNCH    2 0
 JB1159
 JB1159.Superseded values are not recommended for survey control.
 JB1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1159.See file dsdata.txt to determine how the superseded data were derived.
 JB1159
 JB1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH998516(NAD 83)
 JB1159_MARKER: DB = BENCH MARK DISK
 JB1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1159_STAMPING: H 251 1961
 JB1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1159+STABILITY: SURFACE MOTION
 JB1159
 JB1159  HISTORY     - Date     Condition        Report By
 JB1159  HISTORY     - 1961     MONUMENTED       CGS
 JB1159
 JB1159                          STATION DESCRIPTION
 JB1159
 JB1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1159'4.6 MI SW FROM HOYLETON.
 JB1159'ABOUT 0.10 MILE WEST ALONG STATE HIGHWAY 177 FROM THE POST OFFICE
 JB1159'IN HOYLETON, THENCE 2.5 MILES SOUTH ALONG AN ASPHALT PAVED ROAD,
 JB1159'THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTH
 JB1159'ALONG A DIRT ROAD, THENCE 0.05 MILE EAST ALONG A DIRT ROAD, AT
 JB1159'THE JUNCTION OF A GRAVEL ROAD SOUTH, 25 FEET SOUTH OF THE
 JB1159'CENTER LINE OF THE ROAD, 46 FEET EAST OF THE CENTER LINE OF THE
 JB1159'ROAD, 52 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 10 FEET
 JB1159'SOUTHEAST OF THE SOUTH END OF A CORRUGATED PIPE CULVERT UNDER
 JB1159'THE EAST-WEST ROAD, 2.5 FEET NORTHEAST OF A POWER POLE, 1.4
 JB1159'FEET WEST OF A METAL WITNESS POST, ABOUT 0.5 FOOT BELOW THE
 JB1159'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB1159'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0437 ***********************************************************************
 JB0437  DESIGNATION -  H 252
 JB0437  PID         -  JB0437
 JB0437  STATE/COUNTY-  IL/JEFFERSON
 JB0437  USGS QUAD   -  MOUNT VERNON (1978)
 JB0437
 JB0437                         *CURRENT SURVEY CONTROL
 JB0437  ___________________________________________________________________
 JB0437* NAD 83(1986)-  38 17 11.     (N)    088 57 58.     (W)     SCALED    
 JB0437* NAVD 88     -       137.060  (meters)     449.67   (feet)  ADJUSTED  
 JB0437  ___________________________________________________________________
 JB0437  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB0437  DYNAMIC HT  -         136.973 (meters)     449.39  (feet)  COMP
 JB0437  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 JB0437
 JB0437  VERT ORDER  -  SECOND    CLASS 0
 JB0437
 JB0437.The horizontal coordinates were scaled from a topographic map and have
 JB0437.an estimated accuracy of +/- 6 seconds.
 JB0437
 JB0437.The orthometric height was determined by differential leveling
 JB0437.and adjusted by the National Geodetic Survey in June 1991..
 JB0437
 JB0437.The geoid height was determined by GEOID03.
 JB0437
 JB0437.The dynamic height is computed by dividing the NAVD 88
 JB0437.geopotential number by the normal gravity value computed on the
 JB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0437.degrees latitude (g = 980.6199 gals.).
 JB0437
 JB0437.The modeled gravity was interpolated from observed gravity values.
 JB0437
 JB0437;                    North         East    Units  Estimated Accuracy
 JB0437;SPC IL E     -   179,950.      244,640.      MT  (+/- 180 meters Scaled)
 JB0437
 JB0437                          SUPERSEDED SURVEY CONTROL
 JB0437
 JB0437  NGVD 29 (??/??/92)  137.170  (m)          450.03   (f) ADJ UNCH    2 0
 JB0437
 JB0437.Superseded values are not recommended for survey control.
 JB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0437.See file dsdata.txt to determine how the superseded data were derived.
 JB0437
 JB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH280394(NAD 83)
 JB0437_MARKER: DB = BENCH MARK DISK
 JB0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0437_STAMPING: H 252 1961
 JB0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0437+STABILITY: SURFACE MOTION
 JB0437
 JB0437  HISTORY     - Date     Condition        Report By
 JB0437  HISTORY     - 1961     MONUMENTED       CGS
 JB0437
 JB0437                          STATION DESCRIPTION
 JB0437
 JB0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0437'6 MI SW FROM MT VERNON.
 JB0437'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JB0437'IN MT. VERNON, THENCE 3.05 MILES SOUTHWEST ALONG STATE HIGHWAY
 JB0437'148, THENCE 0.8 MILES NORTH ALONG AN OILED ROAD THENCE 1.0 MILES
 JB0437'WEST ALONG AN OILED ROAD THENCE 0.25 MILES SOUTH ALONG AN OILED
 JB0437'ROAD, ABOUT 0.10 MILES NORTH OF THE JUNCTION OF A PRIVATE ROAD
 JB0437'WEST, AT A FENCE CORNER WEST OF THE ROAD, 19 FEET WEST OF THE
 JB0437'CENTER OF THE ROAD, 1 FOOT EAST OF THE FENCE, 16 FEET SOUTH OF THE
 JB0437'FENCE CORNER, 74 FEET SOUTH OF A POWER POLE, 2.2 FEET
 JB0437'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0437'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0437'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0530 ***********************************************************************
 JB0530  DESIGNATION -  H 253
 JB0530  PID         -  JB0530
 JB0530  STATE/COUNTY-  IL/WAYNE
 JB0530  USGS QUAD   -  WAYNE CITY (1973)
 JB0530
 JB0530                         *CURRENT SURVEY CONTROL
 JB0530  ___________________________________________________________________
 JB0530* NAD 83(1986)-  38 17 52.     (N)    088 35 16.     (W)     SCALED    
 JB0530* NAVD 88     -       123.253  (meters)     404.37   (feet)  ADJUSTED  
 JB0530  ___________________________________________________________________
 JB0530  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JB0530  DYNAMIC HT  -         123.174 (meters)     404.11  (feet)  COMP
 JB0530  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 JB0530
 JB0530  VERT ORDER  -  SECOND    CLASS 0
 JB0530
 JB0530.The horizontal coordinates were scaled from a topographic map and have
 JB0530.an estimated accuracy of +/- 6 seconds.
 JB0530
 JB0530.The orthometric height was determined by differential leveling
 JB0530.and adjusted by the National Geodetic Survey in June 1991..
 JB0530
 JB0530.The geoid height was determined by GEOID03.
 JB0530
 JB0530.The dynamic height is computed by dividing the NAVD 88
 JB0530.geopotential number by the normal gravity value computed on the
 JB0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0530.degrees latitude (g = 980.6199 gals.).
 JB0530
 JB0530.The modeled gravity was interpolated from observed gravity values.
 JB0530
 JB0530;                    North         East    Units  Estimated Accuracy
 JB0530;SPC IL E     -   181,060.      277,740.      MT  (+/- 180 meters Scaled)
 JB0530
 JB0530                          SUPERSEDED SURVEY CONTROL
 JB0530
 JB0530  NGVD 29 (??/??/92)  123.38   (m)          404.8    (f) COMPUTED    2 0
 JB0530
 JB0530.Superseded values are not recommended for survey control.
 JB0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0530.See file dsdata.txt to determine how the superseded data were derived.
 JB0530
 JB0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH611400(NAD 83)
 JB0530_MARKER: DB = BENCH MARK DISK
 JB0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0530_SP_SET: CULVERT
 JB0530_STAMPING: H 253 1961
 JB0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0530
 JB0530  HISTORY     - Date     Condition        Report By
 JB0530  HISTORY     - 1961     MONUMENTED       CGS
 JB0530
 JB0530                          STATION DESCRIPTION
 JB0530
 JB0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0530'3.5 MI S FROM WAYNE CITY.
 JB0530'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 142 FROM ITS JUNCTION
 JB0530'WITH STATE HIGHWAY 15 IN WAYNE CITY, ON THE OUTSIDE OF A CURVE
 JB0530'IN THE HIGHWAY WITH TANGENTS TO THE NORTH AND SOUTHEAST, AT THE
 JB0530'JUNCTION OF A GRAVEL ROAD WEST, SET IN TOP OF THE NORTHWEST END
 JB0530'OF THE SOUTHWEST HEADWALL OF A 4 FOOT CONCRETE BOX CULVERT UNDER
 JB0530'THE HIGHWAY, 15 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, 30
 JB0530'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, AND ABOUT LEVEL
 JB0530'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0532 ***********************************************************************
 JB0532  DESIGNATION -  H 253 RESET 1971
 JB0532  PID         -  JB0532
 JB0532  STATE/COUNTY-  IL/WAYNE
 JB0532  USGS QUAD   -  WAYNE CITY (1973)
 JB0532
 JB0532                         *CURRENT SURVEY CONTROL
 JB0532  ___________________________________________________________________
 JB0532* NAD 83(1986)-  38 17 52.     (N)    088 35 16.     (W)     SCALED    
 JB0532* NAVD 88     -       122.98   (meters)     403.5    (feet)  RESET     
 JB0532  ___________________________________________________________________
 JB0532  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JB0532
 JB0532  VERT ORDER  -  THIRD
 JB0532
 JB0532.The horizontal coordinates were scaled from a topographic map and have
 JB0532.an estimated accuracy of +/- 6 seconds.
 JB0532
 JB0532.The orthometric height was computed from unverified reset data.
 JB0532.No vertical observational check was made to the station.
 JB0532
 JB0532.The geoid height was determined by GEOID03.
 JB0532
 JB0532;                    North         East    Units  Estimated Accuracy
 JB0532;SPC IL E     -   181,060.      277,740.      MT  (+/- 180 meters Scaled)
 JB0532
 JB0532                          SUPERSEDED SURVEY CONTROL
 JB0532
 JB0532  NGVD 29 (??/??/??)  123.11   (m)          403.9    (f) RESET       3  
 JB0532
 JB0532.Superseded values are not recommended for survey control.
 JB0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0532.See file dsdata.txt to determine how the superseded data were derived.
 JB0532
 JB0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH611400(NAD 83)
 JB0532_MARKER: DB = BENCH MARK DISK
 JB0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0532_SP_SET: CULVERT
 JB0532_STAMPING: H 253 RESET 1971
 JB0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0532
 JB0532  HISTORY     - Date     Condition        Report By
 JB0532  HISTORY     - 1971     MONUMENTED       ILHD
 JB0532
 JB0532                          STATION DESCRIPTION
 JB0532
 JB0532'DESCRIBED BY IL HIGHWAY DEPT 1971
 JB0532'3.5 MI S FROM WAYNE CITY.
 JB0532'ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 142 FROM THE JUNCTION
 JB0532'OF STATE HIGHWAY 15 AT WAYNE CITY, ON THE OUTSIDE OF A CURVE IN
 JB0532'THE HIGHWAY WITH TANGENTS TO THE NORTH AND SOUTHEAST, AT THE
 JB0532'JUNCTION OF A GRAVEL ROAD WEST, SET IN THE TOP OF THE WEST
 JB0532'HEADWALL OF A 4 FEET CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0265 ***********************************************************************
 JB0265  DESIGNATION -  H 254
 JB0265  PID         -  JB0265
 JB0265  STATE/COUNTY-  IL/WHITE
 JB0265  USGS QUAD   -  GOLDEN GATE (1971)
 JB0265
 JB0265                         *CURRENT SURVEY CONTROL
 JB0265  ___________________________________________________________________
 JB0265* NAD 83(1986)-  38 15 06.     (N)    088 07 53.     (W)     SCALED    
 JB0265* NAVD 88     -       116.143  (meters)     381.05   (feet)  ADJUSTED  
 JB0265  ___________________________________________________________________
 JB0265  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JB0265  DYNAMIC HT  -         116.069 (meters)     380.80  (feet)  COMP
 JB0265  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 JB0265
 JB0265  VERT ORDER  -  SECOND    CLASS 0
 JB0265
 JB0265.The horizontal coordinates were scaled from a topographic map and have
 JB0265.an estimated accuracy of +/- 6 seconds.
 JB0265
 JB0265.The orthometric height was determined by differential leveling
 JB0265.and adjusted by the National Geodetic Survey in June 1991..
 JB0265
 JB0265.The geoid height was determined by GEOID03.
 JB0265
 JB0265.The dynamic height is computed by dividing the NAVD 88
 JB0265.geopotential number by the normal gravity value computed on the
 JB0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0265.degrees latitude (g = 980.6199 gals.).
 JB0265
 JB0265.The modeled gravity was interpolated from observed gravity values.
 JB0265
 JB0265;                    North         East    Units  Estimated Accuracy
 JB0265;SPC IL E     -   175,930.      317,680.      MT  (+/- 180 meters Scaled)
 JB0265
 JB0265                          SUPERSEDED SURVEY CONTROL
 JB0265
 JB0265  NGVD 29 (??/??/92)  116.270  (m)          381.46   (f) ADJ UNCH    2 0
 JB0265
 JB0265.Superseded values are not recommended for survey control.
 JB0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0265.See file dsdata.txt to determine how the superseded data were derived.
 JB0265
 JB0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH010343(NAD 83)
 JB0265_MARKER: DB = BENCH MARK DISK
 JB0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0265_STAMPING: H 254 1961
 JB0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0265+STABILITY: SURFACE MOTION
 JB0265
 JB0265  HISTORY     - Date     Condition        Report By
 JB0265  HISTORY     - 1961     MONUMENTED       CGS
 JB0265
 JB0265                          STATION DESCRIPTION
 JB0265
 JB0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0265'7.1 MI E FROM BURNT PRAIRIE.
 JB0265'ABOUT 4.3 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0265'BURNT PRAIRIE, THENCE FROM THE END OF BLACK TOP CONTINUE 2.8
 JB0265'MILES EAST ON GRAVELED ROAD AT A SHARP CURVE IN ROAD TO NORTH,
 JB0265'73 FEET SOUTHWEST OF A BRACED POWER POLE, 19 FEET NORTH OF CENTER
 JB0265'OF ROAD, 2.5 FEET EAST OF A BRACED POWER POLE, 1.9 FEET WEST
 JB0265'OF WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 JB0265'SET IN TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0030 ***********************************************************************
 KC0030  DESIGNATION -  H 255
 KC0030  PID         -  KC0030
 KC0030  STATE/COUNTY-  IL/CASS
 KC0030  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0030
 KC0030                         *CURRENT SURVEY CONTROL
 KC0030  ___________________________________________________________________
 KC0030* NAD 83(1986)-  39 54 06.     (N)    090 29 39.     (W)     SCALED    
 KC0030* NAVD 88     -       139.305  (meters)     457.04   (feet)  ADJUSTED  
 KC0030  ___________________________________________________________________
 KC0030  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KC0030  DYNAMIC HT  -         139.231 (meters)     456.79  (feet)  COMP
 KC0030  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 KC0030
 KC0030  VERT ORDER  -  FIRST     CLASS II
 KC0030
 KC0030.The horizontal coordinates were scaled from a topographic map and have
 KC0030.an estimated accuracy of +/- 6 seconds.
 KC0030
 KC0030.The orthometric height was determined by differential leveling
 KC0030.and adjusted by the National Geodetic Survey in June 1991..
 KC0030
 KC0030.The geoid height was determined by GEOID03.
 KC0030
 KC0030.The dynamic height is computed by dividing the NAVD 88
 KC0030.geopotential number by the normal gravity value computed on the
 KC0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0030.degrees latitude (g = 980.6199 gals.).
 KC0030
 KC0030.The modeled gravity was interpolated from observed gravity values.
 KC0030
 KC0030;                    North         East    Units  Estimated Accuracy
 KC0030;SPC IL W     -   359,120.      672,000.      MT  (+/- 180 meters Scaled)
 KC0030
 KC0030                          SUPERSEDED SURVEY CONTROL
 KC0030
 KC0030  NGVD 29 (??/??/92)  139.419  (m)          457.41   (f) ADJ UNCH    1 2
 KC0030
 KC0030.Superseded values are not recommended for survey control.
 KC0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0030.See file dsdata.txt to determine how the superseded data were derived.
 KC0030
 KC0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE142198(NAD 83)
 KC0030_MARKER: DB = BENCH MARK DISK
 KC0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0030_STAMPING: H 255 1961
 KC0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0030+STABILITY: SURFACE MOTION
 KC0030
 KC0030  HISTORY     - Date     Condition        Report By
 KC0030  HISTORY     - 1961     MONUMENTED       CGS
 KC0030
 KC0030                          STATION DESCRIPTION
 KC0030
 KC0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0030'8.1 MI S FROM BEARDSTOWN.
 KC0030'ABOUT 8.1 MILES SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 KC0030'WITH U.S. HIGHWAY 67 AT BEARDSTOWN, AT THE JUNCTION OF A GRADED
 KC0030'ROAD LEADING EAST, 38 FEET WEST OF THE CENTER LINE OF THE
 KC0030'HIGHWAY, 15 1/2 FEET SOUTH OF THE CENTER LINE OF A DIM WOODS
 KC0030'ROAD LEADING WEST AND IS ALSO THE EXTENDED CENTER LINE OF THE
 KC0030'GRADED ROAD LEADING EAST, 43 FEET SOUTHWEST OF THE CENTER OF THE
 KC0030'JUNCTION, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTHEAST
 KC0030'OF A CONCRETE RIGHT-OF-WAY MARKER, 1 1/2 FEET NORTH OF A METAL
 KC0030'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 KC0030'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 KC0030'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0798 ***********************************************************************
 JB0798  DESIGNATION -  H 256
 JB0798  PID         -  JB0798
 JB0798  STATE/COUNTY-  IL/FAYETTE
 JB0798  USGS QUAD   -  PATOKA (1981)
 JB0798
 JB0798                         *CURRENT SURVEY CONTROL
 JB0798  ___________________________________________________________________
 JB0798* NAD 83(1986)-  38 49 30.     (N)    089 05 16.     (W)     SCALED    
 JB0798* NAVD 88     -       157.859  (meters)     517.91   (feet)  ADJUSTED  
 JB0798  ___________________________________________________________________
 JB0798  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JB0798  DYNAMIC HT  -         157.761 (meters)     517.59  (feet)  COMP
 JB0798  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 JB0798
 JB0798  VERT ORDER  -  FIRST     CLASS I
 JB0798
 JB0798.The horizontal coordinates were scaled from a topographic map and have
 JB0798.an estimated accuracy of +/- 6 seconds.
 JB0798
 JB0798.The orthometric height was determined by differential leveling
 JB0798.and adjusted by the National Geodetic Survey in June 1991..
 JB0798
 JB0798.The geoid height was determined by GEOID03.
 JB0798
 JB0798.The dynamic height is computed by dividing the NAVD 88
 JB0798.geopotential number by the normal gravity value computed on the
 JB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0798.degrees latitude (g = 980.6199 gals.).
 JB0798
 JB0798.The modeled gravity was interpolated from observed gravity values.
 JB0798
 JB0798;                    North         East    Units  Estimated Accuracy
 JB0798;SPC IL E     -   239,820.      234,490.      MT  (+/- 180 meters Scaled)
 JB0798
 JB0798                          SUPERSEDED SURVEY CONTROL
 JB0798
 JB0798  NGVD 29 (??/??/92)  157.971  (m)          518.28   (f) ADJ UNCH    1 1
 JB0798
 JB0798.Superseded values are not recommended for survey control.
 JB0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0798.See file dsdata.txt to determine how the superseded data were derived.
 JB0798
 JB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH187994(NAD 83)
 JB0798_MARKER: DB = BENCH MARK DISK
 JB0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0798_SP_SET: CULVERT
 JB0798_STAMPING: H 256 1961
 JB0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0798
 JB0798  HISTORY     - Date     Condition        Report By
 JB0798  HISTORY     - 1961     MONUMENTED       CGS
 JB0798  HISTORY     - 1969     GOOD             NGS
 JB0798
 JB0798                          STATION DESCRIPTION
 JB0798
 JB0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0798'5 MI N FROM PATOKA.
 JB0798'ABOUT 5.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0798'THE POST OFFICE AT PATOKA, 0.4 MILE NORTH OF MILEPOST 680, 0.2
 JB0798'MILE NORTH OF THE FAYETTE-MARION COUNTY LINE, 25 YARDS SOUTH OF
 JB0798'THE EXTENDED CENTER LINE OF A DRIVEWAY WHICH LEADS EAST, 30 YARDS
 JB0798'EAST OF THE EAST RAIL, 39 FEET WEST OF THE CENTER LINE OF U.S.
 JB0798'HIGHWAY 51, SET IN THE TOP AND 0.5 FOOT NORTH OF THE SOUTH END
 JB0798'OF THE WEST CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT
 JB0798'UNDER THE HIGHWAY, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 JB0798'HIGHWAY.  SEC 33, T 5 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0802 ***********************************************************************
 KB0802  DESIGNATION -  H 257
 KB0802  PID         -  KB0802
 KB0802  STATE/COUNTY-  IL/FAYETTE
 KB0802  USGS QUAD   -  VERA (1982)
 KB0802
 KB0802                         *CURRENT SURVEY CONTROL
 KB0802  ___________________________________________________________________
 KB0802* NAD 83(1986)-  39 04 26.     (N)    089 06 37.     (W)     SCALED    
 KB0802* NAVD 88     -       160.947  (meters)     528.04   (feet)  ADJUSTED  
 KB0802  ___________________________________________________________________
 KB0802  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KB0802  DYNAMIC HT  -         160.849 (meters)     527.72  (feet)  COMP
 KB0802  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 KB0802
 KB0802  VERT ORDER  -  FIRST     CLASS I
 KB0802
 KB0802.The horizontal coordinates were scaled from a topographic map and have
 KB0802.an estimated accuracy of +/- 6 seconds.
 KB0802
 KB0802.The orthometric height was determined by differential leveling
 KB0802.and adjusted by the National Geodetic Survey in June 1991..
 KB0802
 KB0802.The geoid height was determined by GEOID03.
 KB0802
 KB0802.The dynamic height is computed by dividing the NAVD 88
 KB0802.geopotential number by the normal gravity value computed on the
 KB0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0802.degrees latitude (g = 980.6199 gals.).
 KB0802
 KB0802.The modeled gravity was interpolated from observed gravity values.
 KB0802
 KB0802;                    North         East    Units  Estimated Accuracy
 KB0802;SPC IL E     -   267,470.      232,770.      MT  (+/- 180 meters Scaled)
 KB0802
 KB0802                          SUPERSEDED SURVEY CONTROL
 KB0802
 KB0802  NGVD 29 (??/??/92)  161.049  (m)          528.37   (f) ADJ UNCH    1 1
 KB0802
 KB0802.Superseded values are not recommended for survey control.
 KB0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0802.See file dsdata.txt to determine how the superseded data were derived.
 KB0802
 KB0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ174270(NAD 83)
 KB0802_MARKER: DB = BENCH MARK DISK
 KB0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0802_SP_SET: CULVERT
 KB0802_STAMPING: H 257 1961
 KB0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0802
 KB0802  HISTORY     - Date     Condition        Report By
 KB0802  HISTORY     - 1961     MONUMENTED       CGS
 KB0802  HISTORY     - 1969     GOOD             NGS
 KB0802  HISTORY     - 1976     GOOD             NGS
 KB0802
 KB0802                          STATION DESCRIPTION
 KB0802
 KB0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0802'4.5 MI S FROM RAMSEY.
 KB0802'ABOUT 4.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0802'THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, 0.2 MILE SOUTH OF
 KB0802'MILEPOST 698, 34 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF
 KB0802'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 20-FOOT CONCRETE
 KB0802'BOX CULVERT OVER HOFFMAN CREEK, 1 FOOT NORTH OF THE SOUTH END
 KB0802'OF THE HEADWALL, AND ABOUT 15 FEET BELOW THE LEVEL OF THE TRACK.
 KB0802'SEC 5, T 7 N, R 1 E.
 KB0802
 KB0802                          STATION RECOVERY (1976)
 KB0802
 KB0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0230 ***********************************************************************
 LD0230  DESIGNATION -  H 258
 LD0230  PID         -  LD0230
 LD0230  STATE/COUNTY-  IL/MASON
 LD0230  USGS QUAD   -  BATH (1981)
 LD0230
 LD0230                         *CURRENT SURVEY CONTROL
 LD0230  ___________________________________________________________________
 LD0230* NAD 83(1986)-  40 10 12.     (N)    090 09 18.     (W)     SCALED    
 LD0230* NAVD 88     -       140.350  (meters)     460.46   (feet)  ADJUSTED  
 LD0230  ___________________________________________________________________
 LD0230  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LD0230  DYNAMIC HT  -         140.279 (meters)     460.23  (feet)  COMP
 LD0230  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 LD0230
 LD0230  VERT ORDER  -  FIRST     CLASS II
 LD0230
 LD0230.The horizontal coordinates were scaled from a topographic map and have
 LD0230.an estimated accuracy of +/- 6 seconds.
 LD0230
 LD0230.The orthometric height was determined by differential leveling
 LD0230.and adjusted by the National Geodetic Survey in June 1991..
 LD0230
 LD0230.The geoid height was determined by GEOID03.
 LD0230
 LD0230.The dynamic height is computed by dividing the NAVD 88
 LD0230.geopotential number by the normal gravity value computed on the
 LD0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0230.degrees latitude (g = 980.6199 gals.).
 LD0230
 LD0230.The modeled gravity was interpolated from observed gravity values.
 LD0230
 LD0230;                    North         East    Units  Estimated Accuracy
 LD0230;SPC IL W     -   388,860.      700,990.      MT  (+/- 180 meters Scaled)
 LD0230
 LD0230                          SUPERSEDED SURVEY CONTROL
 LD0230
 LD0230  NGVD 29 (??/??/92)  140.448  (m)          460.79   (f) ADJ UNCH    1 2
 LD0230
 LD0230.Superseded values are not recommended for survey control.
 LD0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0230.See file dsdata.txt to determine how the superseded data were derived.
 LD0230
 LD0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE422505(NAD 83)
 LD0230_MARKER: DB = BENCH MARK DISK
 LD0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0230_STAMPING: H 258 1961
 LD0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0230+STABILITY: SURFACE MOTION
 LD0230
 LD0230  HISTORY     - Date     Condition        Report By
 LD0230  HISTORY     - 1961     MONUMENTED       CGS
 LD0230  HISTORY     - 20050501 GOOD             ILDT
 LD0230
 LD0230                          STATION DESCRIPTION
 LD0230
 LD0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0230'1.6 MI S FROM BATH.
 LD0230'ABOUT 1.65 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE CENTER OF
 LD0230'THE PARK IN THE TOWN OF BATH, AT THE JUNCTION OF A DIRT ROAD
 LD0230'LEADING WEST, 38.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LD0230'83 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 63.7 FEET
 LD0230'SOUTH OF A CONCRETE RIGHT-OF-WAY MARKER AT A FENCE CORNER, 1 FOOT
 LD0230'EAST OF A NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A METAL WITNESS
 LD0230'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LD0230'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LD0230
 LD0230                          STATION RECOVERY (2005)
 LD0230
 LD0230'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (FJH)
 LD0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0510 ***********************************************************************
 LC0510  DESIGNATION -  H 259
 LC0510  PID         -  LC0510
 LC0510  STATE/COUNTY-  IL/DE WITT
 LC0510  USGS QUAD   -  MAROA (1979)
 LC0510
 LC0510                         *CURRENT SURVEY CONTROL
 LC0510  ___________________________________________________________________
 LC0510* NAD 83(1986)-  40 03 08.     (N)    088 57 10.     (W)     SCALED    
 LC0510* NAVD 88     -       214.567  (meters)     703.96   (feet)  ADJUSTED  
 LC0510  ___________________________________________________________________
 LC0510  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0510  DYNAMIC HT  -         214.456 (meters)     703.59  (feet)  COMP
 LC0510  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 LC0510
 LC0510  VERT ORDER  -  FIRST     CLASS I
 LC0510
 LC0510.The horizontal coordinates were scaled from a topographic map and have
 LC0510.an estimated accuracy of +/- 6 seconds.
 LC0510
 LC0510.The orthometric height was determined by differential leveling
 LC0510.and adjusted by the National Geodetic Survey in June 1991..
 LC0510
 LC0510.The geoid height was determined by GEOID03.
 LC0510
 LC0510.The dynamic height is computed by dividing the NAVD 88
 LC0510.geopotential number by the normal gravity value computed on the
 LC0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0510.degrees latitude (g = 980.6199 gals.).
 LC0510
 LC0510.The modeled gravity was interpolated from observed gravity values.
 LC0510
 LC0510;                    North         East    Units  Estimated Accuracy
 LC0510;SPC IL E     -   375,980.      247,150.      MT  (+/- 180 meters Scaled)
 LC0510
 LC0510                          SUPERSEDED SURVEY CONTROL
 LC0510
 LC0510  NGVD 29 (??/??/92)  214.643  (m)          704.21   (f) ADJ UNCH    1 1
 LC0510
 LC0510.Superseded values are not recommended for survey control.
 LC0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0510.See file dsdata.txt to determine how the superseded data were derived.
 LC0510
 LC0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK334353(NAD 83)
 LC0510_MARKER: DB = BENCH MARK DISK
 LC0510_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0510_SP_SET: 40 FEET
 LC0510_STAMPING: H 259 1961
 LC0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0510
 LC0510  HISTORY     - Date     Condition        Report By
 LC0510  HISTORY     - 1961     MONUMENTED       CGS
 LC0510  HISTORY     - 1969     GOOD             NGS
 LC0510  HISTORY     - 1976     GOOD             NGS
 LC0510
 LC0510                          STATION DESCRIPTION
 LC0510
 LC0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0510'1.1 MI N FROM MAROA.
 LC0510'ABOUT 1.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0510'THE STATION AT MAROA, 0.3 MILE NORTH OF MILEPOST 766, 171 FEET
 LC0510'NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED
 LC0510'ROAD, 141 FEET NORTH OF THE CENTER LINE OF THE ROAD, 92 1/2 FEET
 LC0510'EAST OF THE EAST RAIL OF THE MAIN TRACK, 114 FEET NORTH OF A CORNER
 LC0510'FENCE POST, 32 FEET EAST OF A TELEPHONE POLE, 1 FOOT WEST OF A
 LC0510'FENCE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 LC0510'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 LC0510'ROD THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 6-INCH
 LC0510'TILE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0510'SEC 35, T19N, R2E
 LC0510
 LC0510                          STATION RECOVERY (1976)
 LC0510
 LC0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1477 ***********************************************************************
 ME1477  DESIGNATION -  H 26
 ME1477  PID         -  ME1477
 ME1477  STATE/COUNTY-  IL/WILL
 ME1477  USGS QUAD   -  WILTON CENTER (1990)
 ME1477
 ME1477                         *CURRENT SURVEY CONTROL
 ME1477  ___________________________________________________________________
 ME1477* NAD 83(1986)-  41 20 13.     (N)    087 52 53.     (W)     SCALED    
 ME1477* NAVD 88     -       209.198  (meters)     686.34   (feet)  ADJUSTED  
 ME1477  ___________________________________________________________________
 ME1477  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 ME1477  DYNAMIC HT  -         209.114 (meters)     686.07  (feet)  COMP
 ME1477  MODELED GRAV-     980,218.8   (mgal)                       NAVD 88
 ME1477
 ME1477  VERT ORDER  -  SECOND    CLASS 0
 ME1477
 ME1477.The horizontal coordinates were scaled from a topographic map and have
 ME1477.an estimated accuracy of +/- 6 seconds.
 ME1477
 ME1477.The orthometric height was determined by differential leveling
 ME1477.and adjusted by the National Geodetic Survey in June 1991..
 ME1477
 ME1477.The geoid height was determined by GEOID03.
 ME1477
 ME1477.The dynamic height is computed by dividing the NAVD 88
 ME1477.geopotential number by the normal gravity value computed on the
 ME1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1477.degrees latitude (g = 980.6199 gals.).
 ME1477
 ME1477.The modeled gravity was interpolated from observed gravity values.
 ME1477
 ME1477;                    North         East    Units  Estimated Accuracy
 ME1477;SPC IL E     -   518,560.      337,830.      MT  (+/- 180 meters Scaled)
 ME1477
 ME1477                          SUPERSEDED SURVEY CONTROL
 ME1477
 ME1477  NGVD 29 (??/??/92)  209.289  (m)          686.64   (f) ADJ UNCH    2 0
 ME1477
 ME1477.Superseded values are not recommended for survey control.
 ME1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1477.See file dsdata.txt to determine how the superseded data were derived.
 ME1477
 ME1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL262765(NAD 83)
 ME1477_MARKER: DB = BENCH MARK DISK
 ME1477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1477_SP_SET: BRIDGE
 ME1477_STAMPING: H 26 1934
 ME1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1477
 ME1477  HISTORY     - Date     Condition        Report By
 ME1477  HISTORY     - 1934     MONUMENTED       CGS
 ME1477  HISTORY     - 1954     GOOD             NGS
 ME1477
 ME1477                          STATION DESCRIPTION
 ME1477
 ME1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1477'2.4 MI S FROM ANDRES.
 ME1477'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM CROSSING OF
 ME1477'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT ANDRES,
 ME1477'ABOUT 0.2 MILE SOUTH OF AN EAST-WEST CROSSROAD, ABOUT 1.0 MILE
 ME1477'SOUTH OF JUNCTION OF U.S. HIGHWAY 52 LEADING NORTHWEST, IN
 ME1477'THE TOP OF THE SOUTHWEST END OF NORTHEAST WING WALL OF A 100-FOOT
 ME1477'CONCRETE BRIDGE OVER FORKED CREEK, 13 1/2 FEET EAST OF CENTER
 ME1477'LINE OF HIGHWAY, 1 1/2 FEET EAST OF CONCRETE BANISTER AND ABOUT
 ME1477'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0545 ***********************************************************************
 KB0545  DESIGNATION -  H 260
 KB0545  PID         -  KB0545
 KB0545  STATE/COUNTY-  IL/MACON
 KB0545  USGS QUAD   -  FORSYTH (1975)
 KB0545
 KB0545                         *CURRENT SURVEY CONTROL
 KB0545  ___________________________________________________________________
 KB0545* NAD 83(1986)-  39 55 26.     (N)    088 56 51.     (W)     SCALED    
 KB0545* NAVD 88     -       205.379  (meters)     673.81   (feet)  ADJUSTED  
 KB0545  ___________________________________________________________________
 KB0545  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KB0545  DYNAMIC HT  -         205.272 (meters)     673.46  (feet)  COMP
 KB0545  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 KB0545
 KB0545  VERT ORDER  -  FIRST     CLASS I
 KB0545
 KB0545.The horizontal coordinates were scaled from a topographic map and have
 KB0545.an estimated accuracy of +/- 6 seconds.
 KB0545
 KB0545.The orthometric height was determined by differential leveling
 KB0545.and adjusted by the National Geodetic Survey in June 1991..
 KB0545
 KB0545.The geoid height was determined by GEOID03.
 KB0545
 KB0545.The dynamic height is computed by dividing the NAVD 88
 KB0545.geopotential number by the normal gravity value computed on the
 KB0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0545.degrees latitude (g = 980.6199 gals.).
 KB0545
 KB0545.The modeled gravity was interpolated from observed gravity values.
 KB0545
 KB0545;                    North         East    Units  Estimated Accuracy
 KB0545;SPC IL E     -   361,730.      247,500.      MT  (+/- 180 meters Scaled)
 KB0545
 KB0545                          SUPERSEDED SURVEY CONTROL
 KB0545
 KB0545  NGVD 29 (??/??/92)  205.464  (m)          674.09   (f) ADJ UNCH    1 1
 KB0545
 KB0545.Superseded values are not recommended for survey control.
 KB0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0545.See file dsdata.txt to determine how the superseded data were derived.
 KB0545
 KB0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335211(NAD 83)
 KB0545_MARKER: DB = BENCH MARK DISK
 KB0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0545_STAMPING: H 260 1961
 KB0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0545+STABILITY: SURFACE MOTION
 KB0545
 KB0545  HISTORY     - Date     Condition        Report By
 KB0545  HISTORY     - 1961     MONUMENTED       CGS
 KB0545  HISTORY     - 1969     GOOD             NGS
 KB0545  HISTORY     - 1976     GOOD             NGS
 KB0545  HISTORY     - 1987     GOOD             USPSQD
 KB0545
 KB0545                          STATION DESCRIPTION
 KB0545
 KB0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0545'5.4 MI N FROM DECATUR.
 KB0545'ABOUT 5.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0545'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 0.45 MILE
 KB0545'NORTH OF MILEPOST 757, 0.1 MILE SOUTHWEST OF A 2-STORY FARMHOUSE,
 KB0545'151 FEET SOUTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 KB0545'AND A PRIVATE ROAD, 96 FEET EAST OF THE EAST RAIL, 115 FEET SOUTH
 KB0545'OF THE CENTER LINE OF THE ROAD, 51 FEET NORTHEAST OF A TELEPHONE
 KB0545'POLE, 4 FEET NORTH OF A CORNER FENCE POST, 1 FOOT WEST OF A
 KB0545'FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET
 KB0545'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 KB0545'POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 KB0545'SEC 14, T 17 N, R 2 E.
 KB0545
 KB0545                          STATION RECOVERY (1976)
 KB0545
 KB0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0545'MARK WAS RECOVERED. THE BUILDINGS AND THE EAST-WEST FENCE ARE
 KB0545'GONE-MARK IS AT THE NORTH END OF A ROW OF TREES AND 4-FEET WEST OF
 KB0545'THE WEST EDGE OF A CULTIVATED FIELD.
 KB0545
 KB0545                          STATION RECOVERY (1987)
 KB0545
 KB0545'RECOVERY NOTE BY US POWER SQUADRON 1987 (GDG)
 KB0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0756 ***********************************************************************
 KB0756  DESIGNATION -  H 261
 KB0756  PID         -  KB0756
 KB0756  STATE/COUNTY-  IL/CHRISTIAN
 KB0756  USGS QUAD   -  PANA (1982)
 KB0756
 KB0756                         *CURRENT SURVEY CONTROL
 KB0756  ___________________________________________________________________
 KB0756* NAD 83(1986)-  39 23 25.     (N)    089 04 59.     (W)     SCALED    
 KB0756* NAVD 88     -       214.067  (meters)     702.32   (feet)  ADJUSTED  
 KB0756  ___________________________________________________________________
 KB0756  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0756  DYNAMIC HT  -         213.939 (meters)     701.90  (feet)  COMP
 KB0756  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 KB0756
 KB0756  VERT ORDER  -  FIRST     CLASS I
 KB0756
 KB0756.The horizontal coordinates were scaled from a topographic map and have
 KB0756.an estimated accuracy of +/- 6 seconds.
 KB0756
 KB0756.The orthometric height was determined by differential leveling
 KB0756.and adjusted by the National Geodetic Survey in June 1991..
 KB0756
 KB0756.The geoid height was determined by GEOID03.
 KB0756
 KB0756.The dynamic height is computed by dividing the NAVD 88
 KB0756.geopotential number by the normal gravity value computed on the
 KB0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0756.degrees latitude (g = 980.6199 gals.).
 KB0756
 KB0756.The modeled gravity was interpolated from observed gravity values.
 KB0756
 KB0756;                    North         East    Units  Estimated Accuracy
 KB0756;SPC IL W     -   302,860.      793,350.      MT  (+/- 180 meters Scaled)
 KB0756
 KB0756                          SUPERSEDED SURVEY CONTROL
 KB0756
 KB0756  NGVD 29 (??/??/92)  214.146  (m)          702.58   (f) ADJ UNCH    1 1
 KB0756
 KB0756.Superseded values are not recommended for survey control.
 KB0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0756.See file dsdata.txt to determine how the superseded data were derived.
 KB0756
 KB0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ206621(NAD 83)
 KB0756_MARKER: DB = BENCH MARK DISK
 KB0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0756_STAMPING: H 261 1961
 KB0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0756+STABILITY: SURFACE MOTION
 KB0756
 KB0756  HISTORY     - Date     Condition        Report By
 KB0756  HISTORY     - 1961     MONUMENTED       CGS
 KB0756  HISTORY     - 1969     GOOD             NGS
 KB0756  HISTORY     - 1976     GOOD             NGS
 KB0756
 KB0756                          STATION DESCRIPTION
 KB0756
 KB0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0756'AT PANA.
 KB0756'AT PANA, 75 YARDS SOUTH OF THE ILLINOIS CENTRAL RAILROAD SWITCH
 KB0756'CONTROL TOWER, 23 FEET EAST OF THE EAST RAIL, SET VERTICALLY
 KB0756'IN THE WEST CONCRETE FACE AND 3.5 FEET SOUTH OF THE NORTHWEST
 KB0756'CORNER OF THE CONCRETE FOUNDATION FOR THE ABANDONED RAILWAY
 KB0756'EXPRESS AGENCY BUILDING, AND 1 FOOT ABOVE THE LEVEL OF THE
 KB0756'TRACK AND A BRICK PLATFORM FOR THE BUILDING.  SEC 21, T11N,
 KB0756'R1E.  NOTE-- THE RAILROAD STATION HAS BEEN TORN DOWN.
 KB0756
 KB0756                          STATION RECOVERY (1976)
 KB0756
 KB0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0626 ***********************************************************************
 KB0626  DESIGNATION -  H 262
 KB0626  PID         -  KB0626
 KB0626  STATE/COUNTY-  IL/MACON
 KB0626  USGS QUAD   -  DECATUR (1975)
 KB0626
 KB0626                         *CURRENT SURVEY CONTROL
 KB0626  ___________________________________________________________________
 KB0626* NAD 83(1986)-  39 49 02.     (N)    088 57 47.     (W)     SCALED    
 KB0626* NAVD 88     -       198.589  (meters)     651.54   (feet)  ADJUSTED  
 KB0626  ___________________________________________________________________
 KB0626  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KB0626  DYNAMIC HT  -         198.482 (meters)     651.19  (feet)  COMP
 KB0626  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 KB0626
 KB0626  VERT ORDER  -  FIRST     CLASS II
 KB0626
 KB0626.The horizontal coordinates were scaled from a topographic map and have
 KB0626.an estimated accuracy of +/- 6 seconds.
 KB0626
 KB0626.The orthometric height was determined by differential leveling
 KB0626.and adjusted by the National Geodetic Survey in June 1991..
 KB0626
 KB0626.The geoid height was determined by GEOID03.
 KB0626
 KB0626.The dynamic height is computed by dividing the NAVD 88
 KB0626.geopotential number by the normal gravity value computed on the
 KB0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0626.degrees latitude (g = 980.6199 gals.).
 KB0626
 KB0626.The modeled gravity was interpolated from observed gravity values.
 KB0626
 KB0626;                    North         East    Units  Estimated Accuracy
 KB0626;SPC IL E     -   349,900.      246,080.      MT  (+/- 180 meters Scaled)
 KB0626
 KB0626                          SUPERSEDED SURVEY CONTROL
 KB0626
 KB0626  NGVD 29 (??/??/92)  198.669  (m)          651.80   (f) ADJ UNCH    1 2
 KB0626
 KB0626.Superseded values are not recommended for survey control.
 KB0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0626.See file dsdata.txt to determine how the superseded data were derived.
 KB0626
 KB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK319093(NAD 83)
 KB0626_MARKER: DB = BENCH MARK DISK
 KB0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0626_SP_SET: UNDERPASS
 KB0626_STAMPING: H 262 1961
 KB0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0626+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001
 KB0626
 KB0626  HISTORY     - Date     Condition        Report By
 KB0626  HISTORY     - 1961     MONUMENTED       CGS
 KB0626  HISTORY     - 20010806 GOOD             BCA
 KB0626
 KB0626                          STATION DESCRIPTION
 KB0626
 KB0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KB0626'2.2 MI SW FROM DECATUR.
 KB0626'ABOUT 2.2 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0626'FROM THE WABASH STATION AT DECATUR, IN SECTION 27, R 2 E, T 16 N,
 KB0626'0.2 MILE SOUTHEAST FROM THE DECATUR JUNCTION, SET IN TOP OF THE
 KB0626'WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE U.S. HIGHWAY 51
 KB0626'UNDERPASS UNDER THE ILLINOIS CENTRAL RAILROAD, 6.5 FEET WEST OF
 KB0626'THE WEST RAIL OF MAIN TRACK, AND ABOUT LEVEL WITH THE TRACK.
 KB0626
 KB0626                          STATION RECOVERY (2001)
 KB0626
 KB0626'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 KB0626'THIS MONUMENT WAS FOUND IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 KB0626'OF THE ILLINOIS CENTRAL RAILROAD BRIDGE OVER U.S. ROUTE 51.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0600 ***********************************************************************
 KB0600  DESIGNATION -  H 263
 KB0600  PID         -  KB0600
 KB0600  STATE/COUNTY-  IL/SHELBY
 KB0600  USGS QUAD   -  MACON EAST (1983)
 KB0600
 KB0600                         *CURRENT SURVEY CONTROL
 KB0600  ___________________________________________________________________
 KB0600* NAD 83(1986)-  39 39 11.     (N)    088 58 28.     (W)     SCALED    
 KB0600* NAVD 88     -       201.961  (meters)     662.60   (feet)  ADJUSTED  
 KB0600  ___________________________________________________________________
 KB0600  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0600  DYNAMIC HT  -         201.846 (meters)     662.22  (feet)  COMP
 KB0600  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 KB0600
 KB0600  VERT ORDER  -  FIRST     CLASS II
 KB0600
 KB0600.The horizontal coordinates were scaled from a topographic map and have
 KB0600.an estimated accuracy of +/- 6 seconds.
 KB0600
 KB0600.The orthometric height was determined by differential leveling
 KB0600.and adjusted by the National Geodetic Survey in June 1991..
 KB0600
 KB0600.The geoid height was determined by GEOID03.
 KB0600
 KB0600.The dynamic height is computed by dividing the NAVD 88
 KB0600.geopotential number by the normal gravity value computed on the
 KB0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0600.degrees latitude (g = 980.6199 gals.).
 KB0600
 KB0600.The modeled gravity was interpolated from observed gravity values.
 KB0600
 KB0600;                    North         East    Units  Estimated Accuracy
 KB0600;SPC IL E     -   331,680.      244,980.      MT  (+/- 180 meters Scaled)
 KB0600
 KB0600                          SUPERSEDED SURVEY CONTROL
 KB0600
 KB0600  NGVD 29 (??/??/92)  202.045  (m)          662.88   (f) ADJ UNCH    1 2
 KB0600
 KB0600.Superseded values are not recommended for survey control.
 KB0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0600.See file dsdata.txt to determine how the superseded data were derived.
 KB0600
 KB0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ306911(NAD 83)
 KB0600_MARKER: DB = BENCH MARK DISK
 KB0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0600_SP_SET: SCALE PIT WALL
 KB0600_STAMPING: H 263 1961
 KB0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0600
 KB0600  HISTORY     - Date     Condition        Report By
 KB0600  HISTORY     - 1961     MONUMENTED       CGS
 KB0600  HISTORY     - 1969     GOOD             NGS
 KB0600  HISTORY     - 1976     GOOD             NGS
 KB0600
 KB0600                          STATION DESCRIPTION
 KB0600
 KB0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KB0600'4.1 MI NE FROM MOWEAQUA.
 KB0600'ABOUT 2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0600'THE STATION AT MOWEAQUA, THENCE 2.05 MILES EAST ALONG THE
 KB0600'MACON-SHELBY COUNTY LINE ROAD, AT THE HILVETY AIRPORT, IN
 KB0600'SECTION 22 R 2 E T 14 N, SET ON THE TOP OF THE SOUTHWEST CORNER
 KB0600'OF CONCRETE WALL OF THE SCALE PIT OF THE MOWEAQUA LIQUID
 KB0600'FERTILIZER CO., 70 FEET SOUTH OF THE CENTER LINE OF THE COUNTY
 KB0600'ROAD, 10.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 KB0600'MOWEAQUA FERTILIZER CO. BUILDING, AND ABOUT LEVEL WITH THE
 KB0600'GROUND.  NOTE-- NOT LEVELED IN 1969.
 KB0600
 KB0600                          STATION RECOVERY (1969)
 KB0600
 KB0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KB0600'RECOVERED IN GOOD CONDITION.
 KB0600
 KB0600                          STATION RECOVERY (1976)
 KB0600
 KB0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1896 ***********************************************************************
 ME1896  DESIGNATION -  H 266
 ME1896  PID         -  ME1896
 ME1896  STATE/COUNTY-  IL/COOK
 ME1896  USGS QUAD   -  ENGLEWOOD (1997)
 ME1896
 ME1896                         *CURRENT SURVEY CONTROL
 ME1896  ___________________________________________________________________
 ME1896* NAD 83(1986)-  41 50 39.     (N)    087 37 48.     (W)     SCALED    
 ME1896* NAVD 88     -       181.226  (meters)     594.57   (feet)  ADJUSTED  
 ME1896  ___________________________________________________________________
 ME1896  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1896  DYNAMIC HT  -         181.164 (meters)     594.37  (feet)  COMP
 ME1896  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 ME1896
 ME1896  VERT ORDER  -  FIRST     CLASS I
 ME1896
 ME1896.The horizontal coordinates were scaled from a topographic map and have
 ME1896.an estimated accuracy of +/- 6 seconds.
 ME1896
 ME1896.The orthometric height was determined by differential leveling
 ME1896.and adjusted by the National Geodetic Survey in June 1991..
 ME1896
 ME1896.The geoid height was determined by GEOID03.
 ME1896
 ME1896.The dynamic height is computed by dividing the NAVD 88
 ME1896.geopotential number by the normal gravity value computed on the
 ME1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1896.degrees latitude (g = 980.6199 gals.).
 ME1896
 ME1896.The modeled gravity was interpolated from observed gravity values.
 ME1896
 ME1896;                    North         East    Units  Estimated Accuracy
 ME1896;SPC IL E     -   575,030.      358,410.      MT  (+/- 180 meters Scaled)
 ME1896
 ME1896                          SUPERSEDED SURVEY CONTROL
 ME1896
 ME1896  NGVD 29 (??/??/92)  181.314  (m)          594.86   (f) ADJ UNCH    1 1
 ME1896
 ME1896.Superseded values are not recommended for survey control.
 ME1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1896.See file dsdata.txt to determine how the superseded data were derived.
 ME1896
 ME1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM476326(NAD 83)
 ME1896_MARKER: DB = BENCH MARK DISK
 ME1896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1896_SP_SET: 41 FEET
 ME1896_STAMPING: H 266 1968
 ME1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1896
 ME1896  HISTORY     - Date     Condition        Report By
 ME1896  HISTORY     - 1968     MONUMENTED       CGS
 ME1896  HISTORY     - 1969     GOOD             NGS
 ME1896  HISTORY     - 1977     GOOD             NGS
 ME1896  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1896
 ME1896                          STATION DESCRIPTION
 ME1896
 ME1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1896'AT CHICAGO.
 ME1896'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, BETWEEN THE 27 TH
 ME1896'STREET AND 29 TH STREET OVERPASS, ALONG THE WEST SIDE OF THE
 ME1896'TRACKS, BETWEEN SOUTH LA SALLE AND THE TRACKS, 565 FEET NORTH OF
 ME1896'THE NORTH CURB OF WEST 29 TH STREET, 259 FEET SOUTH OF THE
 ME1896'SOUTH CURB OF 27 TH STREET, 43 FEET WEST OF THE WEST RAIL OF THE
 ME1896'WEST TRACK, 13 FEET EAST OF STREET LIGHT POLE NO. 275, ABOUT
 ME1896'LEVEL WITH THE SIDEWALK, 7 FEET BELOW THE LEVEL OF THE TRACK AND
 ME1896'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 ME1896'GROUND AND PROTECTED BY A 6 INCH PIPE WHICH IS FLUSH WITH THE
 ME1896'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 41 FEET.
 ME1896
 ME1896                          STATION RECOVERY (1969)
 ME1896
 ME1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1896'RECOVERED IN GOOD CONDITION.
 ME1896
 ME1896                          STATION RECOVERY (1977)
 ME1896
 ME1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1896'RECOVERED IN GOOD CONDITION.
 ME1896
 ME1896                          STATION RECOVERY (1992)
 ME1896
 ME1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1896'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 ME1896'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0052 ***********************************************************************
 NH0052  DESIGNATION -  H 267
 NH0052  PID         -  NH0052
 NH0052  STATE/COUNTY-  IL/KANE
 NH0052  USGS QUAD   -  ELGIN (1992)
 NH0052
 NH0052                         *CURRENT SURVEY CONTROL
 NH0052  ___________________________________________________________________
 NH0052* NAD 83(1986)-  42 01 54.     (N)    088 16 24.     (W)     SCALED    
 NH0052* NAVD 88     -       236.029  (meters)     774.37   (feet)  ADJUSTED  
 NH0052  ___________________________________________________________________
 NH0052  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH0052  DYNAMIC HT  -         235.948 (meters)     774.11  (feet)  COMP
 NH0052  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 NH0052
 NH0052  VERT ORDER  -  FIRST     CLASS I
 NH0052
 NH0052.The horizontal coordinates were scaled from a topographic map and have
 NH0052.an estimated accuracy of +/- 6 seconds.
 NH0052
 NH0052.The orthometric height was determined by differential leveling
 NH0052.and adjusted by the National Geodetic Survey in June 1991..
 NH0052
 NH0052.The geoid height was determined by GEOID03.
 NH0052
 NH0052.The dynamic height is computed by dividing the NAVD 88
 NH0052.geopotential number by the normal gravity value computed on the
 NH0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0052.degrees latitude (g = 980.6199 gals.).
 NH0052
 NH0052.The modeled gravity was interpolated from observed gravity values.
 NH0052
 NH0052;                    North         East    Units  Estimated Accuracy
 NH0052;SPC IL E     -   595,620.      304,970.      MT  (+/- 180 meters Scaled)
 NH0052
 NH0052                          SUPERSEDED SURVEY CONTROL
 NH0052
 NH0052  NGVD 29 (??/??/92)  236.109  (m)          774.63   (f) ADJ UNCH    1 1
 NH0052
 NH0052.Superseded values are not recommended for survey control.
 NH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0052.See file dsdata.txt to determine how the superseded data were derived.
 NH0052
 NH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM945540(NAD 83)
 NH0052_MARKER: DB = BENCH MARK DISK
 NH0052_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0052_SP_SET: 40 1/2 FEET
 NH0052_STAMPING: H 267 1969
 NH0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0052
 NH0052  HISTORY     - Date     Condition        Report By
 NH0052  HISTORY     - 1969     MONUMENTED       CGS
 NH0052  HISTORY     - 1987     GOOD             USPSQD
 NH0052  HISTORY     - 1989     POOR             USPSQD
 NH0052  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 NH0052
 NH0052                          STATION DESCRIPTION
 NH0052
 NH0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0052'0.8 MI SE FROM ELGIN.
 NH0052'ABOUT 0.85 MILE SOUTHEAST ALONG U.S. HIGHWAY 20 BUSINESS ROUTE
 NH0052'WHICH IS VILLA STREET, FROM THE POST OFFICE AT ELGIN, IN SECTION
 NH0052'13, T 41 N, R 8 E, 42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 NH0052'THE HIGHWAY, 41 1/2 FEET SOUTHEAST OF THE CENTER LINE OF NATIONAL
 NH0052'STREET, 62 1/2 FEET NORTH OF THE NORTH CORNER OF THE LINCOLN
 NH0052'ELEMENTARY SCHOOL, 9 1/2 FEET WEST OF A POWER POLE WHICH BEARS
 NH0052'A STREET LIGHT, 1.4 FEET WEST OF THE WEST EDGE OF A WALKWAY
 NH0052'WHICH LEADS TO THE SCHOOL, 1.2 FEET SOUTH OF THE SOUTH EDGE OF
 NH0052'A SIDEWALK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ON
 NH0052'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 NH0052'DEPTH OF 40 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH IS
 NH0052'LEVEL WITH THE SURFACE OF THE GROUND.
 NH0052
 NH0052                          STATION RECOVERY (1987)
 NH0052
 NH0052'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0052'RECOVERED IN GOOD CONDITION.
 NH0052
 NH0052                          STATION RECOVERY (1989)
 NH0052
 NH0052'RECOVERY NOTE BY US POWER SQUADRON 1989 (EPC)
 NH0052'MARK RECOVERED IN POOR CONDITION.
 NH0052
 NH0052                          STATION RECOVERY (1998)
 NH0052
 NH0052'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0696 ***********************************************************************
 NH0696  DESIGNATION -  H 268
 NH0696  PID         -  NH0696
 NH0696  STATE/COUNTY-  IL/CARROLL
 NH0696  USGS QUAD   -  MT CARROLL (1985)
 NH0696
 NH0696                         *CURRENT SURVEY CONTROL
 NH0696  ___________________________________________________________________
 NH0696* NAD 83(1986)-  42 04 46.     (N)    089 57 29.     (W)     SCALED    
 NH0696* NAVD 88     -       240.214  (meters)     788.10   (feet)  ADJUSTED  
 NH0696  ___________________________________________________________________
 NH0696  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NH0696  DYNAMIC HT  -         240.131 (meters)     787.83  (feet)  COMP
 NH0696  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 NH0696
 NH0696  VERT ORDER  -  FIRST     CLASS I
 NH0696
 NH0696.The horizontal coordinates were scaled from a topographic map and have
 NH0696.an estimated accuracy of +/- 6 seconds.
 NH0696
 NH0696.The orthometric height was determined by differential leveling
 NH0696.and adjusted by the National Geodetic Survey in June 1991..
 NH0696
 NH0696.The geoid height was determined by GEOID03.
 NH0696
 NH0696.The dynamic height is computed by dividing the NAVD 88
 NH0696.geopotential number by the normal gravity value computed on the
 NH0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0696.degrees latitude (g = 980.6199 gals.).
 NH0696
 NH0696.The modeled gravity was interpolated from observed gravity values.
 NH0696
 NH0696;                    North         East    Units  Estimated Accuracy
 NH0696;SPC IL W     -   600,930.      717,260.      MT  (+/- 180 meters Scaled)
 NH0696
 NH0696                          SUPERSEDED SURVEY CONTROL
 NH0696
 NH0696  NGVD 29 (??/??/92)  240.246  (m)          788.21   (f) ADJ UNCH    1 1
 NH0696
 NH0696.Superseded values are not recommended for survey control.
 NH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0696.See file dsdata.txt to determine how the superseded data were derived.
 NH0696
 NH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM553628(NAD 83)
 NH0696_MARKER: DB = BENCH MARK DISK
 NH0696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0696_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0696_STAMPING: H 268 1970
 NH0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0696
 NH0696  HISTORY     - Date     Condition        Report By
 NH0696  HISTORY     - 1970     MONUMENTED       NGS
 NH0696  HISTORY     - 1987     GOOD             USPSQD
 NH0696  HISTORY     - 19950515 GOOD             USPSQD
 NH0696  HISTORY     - 20011203 GOOD             NGS
 NH0696  HISTORY     - 20031002 GOOD             USPSQD
 NH0696
 NH0696                          STATION DESCRIPTION
 NH0696
 NH0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0696'2.4 MI SE FROM MT CARROLL.
 NH0696'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NH0696'AT MT. CARROLL, THENCE 0.95 MILE EAST ALONG STATE HIGHWAY 88,
 NH0696'31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 81 FEET WEST
 NH0696'OF THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, 17 FEET
 NH0696'WEST OF A 36-INCH MAPLE TREE, 1.3 FEET NORTH OF A FENCE, 0.7 FOOT
 NH0696'SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL
 NH0696'OF THE HIGHWAY, AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE
 NH0696'PROJECTING 6 INCHES.  SECTION 18, T24N, R5E.
 NH0696
 NH0696                          STATION RECOVERY (1987)
 NH0696
 NH0696'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0696'RECOVERED IN GOOD CONDITION.
 NH0696
 NH0696                          STATION RECOVERY (1995)
 NH0696
 NH0696'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0696'RECOVERED IN GOOD CONDITION.
 NH0696
 NH0696                          STATION RECOVERY (2001)
 NH0696
 NH0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0696'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0696
 NH0696                          STATION RECOVERY (2003)
 NH0696
 NH0696'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0843 ***********************************************************************
 LC0843  DESIGNATION -  H 269
 LC0843  PID         -  LC0843
 LC0843  STATE/COUNTY-  IL/WOODFORD
 LC0843  USGS QUAD   -  BENSON (1995)
 LC0843
 LC0843                         *CURRENT SURVEY CONTROL
 LC0843  ___________________________________________________________________
 LC0843* NAD 83(1986)-  40 52 03.     (N)    089 01 13.     (W)     SCALED    
 LC0843* NAVD 88     -       220.959  (meters)     724.93   (feet)  ADJUSTED  
 LC0843  ___________________________________________________________________
 LC0843  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LC0843  DYNAMIC HT  -         220.863 (meters)     724.61  (feet)  COMP
 LC0843  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 LC0843
 LC0843  VERT ORDER  -  FIRST     CLASS I
 LC0843
 LC0843.The horizontal coordinates were scaled from a topographic map and have
 LC0843.an estimated accuracy of +/- 6 seconds.
 LC0843
 LC0843.The orthometric height was determined by differential leveling
 LC0843.and adjusted by the National Geodetic Survey in June 1991..
 LC0843
 LC0843.The geoid height was determined by GEOID03.
 LC0843
 LC0843.The dynamic height is computed by dividing the NAVD 88
 LC0843.geopotential number by the normal gravity value computed on the
 LC0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0843.degrees latitude (g = 980.6199 gals.).
 LC0843
 LC0843.The modeled gravity was interpolated from observed gravity values.
 LC0843
 LC0843;                    North         East    Units  Estimated Accuracy
 LC0843;SPC IL W     -   466,950.      796,640.      MT  (+/- 180 meters Scaled)
 LC0843
 LC0843                          SUPERSEDED SURVEY CONTROL
 LC0843
 LC0843  NGVD 29 (??/??/92)  221.012  (m)          725.10   (f) ADJ UNCH    1 1
 LC0843
 LC0843.Superseded values are not recommended for survey control.
 LC0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0843.See file dsdata.txt to determine how the superseded data were derived.
 LC0843
 LC0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL297260(NAD 83)
 LC0843_MARKER: DB = BENCH MARK DISK
 LC0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0843_SP_SET: BRIDGE
 LC0843_STAMPING: H 269 1969
 LC0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0843
 LC0843  HISTORY     - Date     Condition        Report By
 LC0843  HISTORY     - 1969     MONUMENTED       CGS
 LC0843  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0843
 LC0843                          STATION DESCRIPTION
 LC0843
 LC0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0843'2.8 MI SE FROM MINONK.
 LC0843'ABOUT 2.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0843'THE STATION AT MINONK, THENCE 0.45 MILE EAST ALONG STATE HIGHWAY
 LC0843'116, 22 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 LC0843'TOP OF THE SOUTHEAST CONCRETE WINGWALL OF A CONCRETE HIGHWAY BRIDGE,
 LC0843'4 INCHES SOUTH OF THE EAST END OF THE SOUTH CONCRETE GUARD RAIL,
 LC0843'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LC0843
 LC0843                          STATION RECOVERY (1998)
 LC0843
 LC0843'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0782 ***********************************************************************
 HB0782  DESIGNATION -  H 270
 HB0782  PID         -  HB0782
 HB0782  STATE/COUNTY-  IL/UNION
 HB0782  USGS QUAD   -  JONESBORO (1996)
 HB0782
 HB0782                         *CURRENT SURVEY CONTROL
 HB0782  ___________________________________________________________________
 HB0782* NAD 83(1986)-  37 27 49.     (N)    089 15 09.     (W)     SCALED    
 HB0782* NAVD 88     -       190.162  (meters)     623.89   (feet)  ADJUSTED  
 HB0782  ___________________________________________________________________
 HB0782  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0782  DYNAMIC HT  -         190.026 (meters)     623.44  (feet)  COMP
 HB0782  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 HB0782
 HB0782  VERT ORDER  -  FIRST     CLASS I
 HB0782
 HB0782.The horizontal coordinates were scaled from a topographic map and have
 HB0782.an estimated accuracy of +/- 6 seconds.
 HB0782
 HB0782.The orthometric height was determined by differential leveling
 HB0782.and adjusted by the National Geodetic Survey in June 1991..
 HB0782
 HB0782.The geoid height was determined by GEOID03.
 HB0782
 HB0782.The dynamic height is computed by dividing the NAVD 88
 HB0782.geopotential number by the normal gravity value computed on the
 HB0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0782.degrees latitude (g = 980.6199 gals.).
 HB0782
 HB0782.The modeled gravity was interpolated from observed gravity values.
 HB0782
 HB0782;                    North         East    Units  Estimated Accuracy
 HB0782;SPC IL W     -    88,830.      780,870.      MT  (+/- 180 meters Scaled)
 HB0782
 HB0782                          SUPERSEDED SURVEY CONTROL
 HB0782
 HB0782  NGVD 29 (??/??/??)  190.171  (m)          623.92   (f) ADJUSTED    1 1
 HB0782
 HB0782.Superseded values are not recommended for survey control.
 HB0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0782.See file dsdata.txt to determine how the superseded data were derived.
 HB0782
 HB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG007486(NAD 83)
 HB0782_MARKER: DB = BENCH MARK DISK
 HB0782_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0782_SP_SET: 25.5 FEET
 HB0782_STAMPING: H 270 1969
 HB0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0782+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 HB0782
 HB0782  HISTORY     - Date     Condition        Report By
 HB0782  HISTORY     - 1969     MONUMENTED       CGS
 HB0782  HISTORY     - 20020828 GOOD             USACE
 HB0782
 HB0782                          STATION DESCRIPTION
 HB0782
 HB0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0782'0.4 MI N FROM ANNA.
 HB0782'ABOUT 0.4 MILE NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0782'FROM THE STATION AT ANNA, IN SECTION 19, T 12 S, R 1 W, 55 1/2
 HB0782'FEET EAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND W. SPRING
 HB0782'STREET, 43 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, 55 1/2
 HB0782'FEET SOUTHWEST OF THE CENTER LINE OF W. VIENNA STREET WHICH IS U.S.
 HB0782'HIGHWAY 51, 13 FEET NORTHEAST OF THE EAST CORNER OF A CONCRETE
 HB0782'BUILDING, 5 1/2 FEET SOUTHEAST OF A TELEPHONE POLE WHICH IS BRACED
 HB0782'BY 4 GUY WIRES, 0.9 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 HB0782'3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE
 HB0782'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 HB0782'ROD THAT IS DRIVEN TO A DEPTH OF 25 1/2 FEET AND IS ENCASED IN
 HB0782'A 5-INCH IRON PIPE WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 HB0782'GROUND.
 HB0782
 HB0782                          STATION RECOVERY (2002)
 HB0782
 HB0782'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0658 ***********************************************************************
 NH0658  DESIGNATION -  H 271
 NH0658  PID         -  NH0658
 NH0658  STATE/COUNTY-  IL/OGLE
 NH0658  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0658
 NH0658                         *CURRENT SURVEY CONTROL
 NH0658  ___________________________________________________________________
 NH0658* NAD 83(1986)-  42 07 39.     (N)    089 33 26.     (W)     SCALED    
 NH0658* NAVD 88     -       267.741  (meters)     878.41   (feet)  ADJUSTED  
 NH0658  ___________________________________________________________________
 NH0658  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0658  DYNAMIC HT  -         267.651 (meters)     878.12  (feet)  COMP
 NH0658  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 NH0658
 NH0658  VERT ORDER  -  FIRST     CLASS I
 NH0658
 NH0658.The horizontal coordinates were scaled from a topographic map and have
 NH0658.an estimated accuracy of +/- 6 seconds.
 NH0658
 NH0658.The orthometric height was determined by differential leveling
 NH0658.and adjusted by the National Geodetic Survey in June 1991..
 NH0658
 NH0658.The geoid height was determined by GEOID03.
 NH0658
 NH0658.The dynamic height is computed by dividing the NAVD 88
 NH0658.geopotential number by the normal gravity value computed on the
 NH0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0658.degrees latitude (g = 980.6199 gals.).
 NH0658
 NH0658.The modeled gravity was interpolated from observed gravity values.
 NH0658
 NH0658;                    North         East    Units  Estimated Accuracy
 NH0658;SPC IL W     -   606,420.      750,390.      MT  (+/- 180 meters Scaled)
 NH0658
 NH0658                          SUPERSEDED SURVEY CONTROL
 NH0658
 NH0658  NGVD 29 (??/??/92)  267.776  (m)          878.53   (f) ADJ UNCH    1 1
 NH0658
 NH0658.Superseded values are not recommended for survey control.
 NH0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0658.See file dsdata.txt to determine how the superseded data were derived.
 NH0658
 NH0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM886670(NAD 83)
 NH0658_MARKER: DB = BENCH MARK DISK
 NH0658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0658_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0658_STAMPING: H 271 1970
 NH0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0658
 NH0658  HISTORY     - Date     Condition        Report By
 NH0658  HISTORY     - 1970     MONUMENTED       NGS
 NH0658  HISTORY     - 1981     POOR             USGS
 NH0658  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0658
 NH0658                          STATION DESCRIPTION
 NH0658
 NH0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0658'1.2 MI E FROM FORRESTON.
 NH0658'ABOUT 1.15 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0658'OFFICE AT FORRESTON, 110 FEET SOUTH OF THE CENTER LINE OF THE
 NH0658'NEW HIGHWAY, 13 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 NH0658'44 FEET WEST OF THE SOUTH CONCRETE GUARD RAIL ON A CONCRETE
 NH0658'HIGHWAY BRIDGE, 0.7 FOOT NORTH OF A FENCE, 2.9 FEET WEST OF A
 NH0658'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 NH0658'AND BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.
 NH0658'SECTION 34, T25N, R8E
 NH0658
 NH0658                          STATION RECOVERY (1981)
 NH0658
 NH0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NH0658'MARK RECOVERED IN POOR CONDITION.
 NH0658
 NH0658                          STATION RECOVERY (1987)
 NH0658
 NH0658'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0164 ***********************************************************************
 NJ0164  DESIGNATION -  H 272
 NJ0164  PID         -  NJ0164
 NJ0164  STATE/COUNTY-  IL/CARROLL
 NJ0164  USGS QUAD   -  WACKER (1985)
 NJ0164
 NJ0164                         *CURRENT SURVEY CONTROL
 NJ0164  ___________________________________________________________________
 NJ0164* NAD 83(1986)-  42 05 57.     (N)    090 06 50.     (W)     SCALED    
 NJ0164* NAVD 88     -       192.827  (meters)     632.63   (feet)  ADJUSTED  
 NJ0164  ___________________________________________________________________
 NJ0164  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0164  DYNAMIC HT  -         192.761 (meters)     632.42  (feet)  COMP
 NJ0164  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 NJ0164
 NJ0164  VERT ORDER  -  FIRST     CLASS I
 NJ0164
 NJ0164.The horizontal coordinates were scaled from a topographic map and have
 NJ0164.an estimated accuracy of +/- 6 seconds.
 NJ0164
 NJ0164.The orthometric height was determined by differential leveling
 NJ0164.and adjusted by the National Geodetic Survey in June 1991..
 NJ0164
 NJ0164.The geoid height was determined by GEOID03.
 NJ0164
 NJ0164.The dynamic height is computed by dividing the NAVD 88
 NJ0164.geopotential number by the normal gravity value computed on the
 NJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0164.degrees latitude (g = 980.6199 gals.).
 NJ0164
 NJ0164.The modeled gravity was interpolated from observed gravity values.
 NJ0164
 NJ0164;                    North         East    Units  Estimated Accuracy
 NJ0164;SPC IL W     -   603,100.      704,370.      MT  (+/- 180 meters Scaled)
 NJ0164
 NJ0164                          SUPERSEDED SURVEY CONTROL
 NJ0164
 NJ0164  NGVD 29 (??/??/92)  192.858  (m)          632.74   (f) ADJ UNCH    1 1
 NJ0164
 NJ0164.Superseded values are not recommended for survey control.
 NJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0164.See file dsdata.txt to determine how the superseded data were derived.
 NJ0164
 NJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG386648(NAD 83)
 NJ0164_MARKER: DB = BENCH MARK DISK
 NJ0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NJ0164_SP_SET: CULVERT
 NJ0164_STAMPING: H 272 1970
 NJ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0164+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NJ0164
 NJ0164  HISTORY     - Date     Condition        Report By
 NJ0164  HISTORY     - 1970     MONUMENTED       NGS
 NJ0164  HISTORY     - 1987     GOOD             USPSQD
 NJ0164  HISTORY     - 19950524 GOOD             USPSQD
 NJ0164  HISTORY     - 20011203 GOOD             NGS
 NJ0164  HISTORY     - 20030923 GOOD             USPSQD
 NJ0164
 NJ0164                          STATION DESCRIPTION
 NJ0164
 NJ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0164'2.7 MI E FROM SAVANNA.
 NJ0164'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT
 NJ0164'SAVANNA, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 52, NEAR THE
 NJ0164'INTERSECTION OF THE HIGHWAY AND GEORGETOWN SCENIC ROAD, 22 FEET
 NJ0164'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE
 NJ0164'TOP OF THE NORTH CONCRETE HEADWALL OF A 4- X 4-FOOT CONCRETE
 NJ0164'CULVERT UNDER THE HIGHWAY, 86 FEET EAST OF THE CENTER LINE OF
 NJ0164'GEORGETOWN SCENIC ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION
 NJ0164'1, T24N, R3E
 NJ0164
 NJ0164                          STATION RECOVERY (1987)
 NJ0164
 NJ0164'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NJ0164'RECOVERED IN GOOD CONDITION.
 NJ0164
 NJ0164                          STATION RECOVERY (1995)
 NJ0164
 NJ0164'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0164'RECOVERED IN GOOD CONDITION.
 NJ0164
 NJ0164                          STATION RECOVERY (2001)
 NJ0164
 NJ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0164'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0164
 NJ0164                          STATION RECOVERY (2003)
 NJ0164
 NJ0164'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0234 ***********************************************************************
 NG0234  DESIGNATION -  H 273
 NG0234  PID         -  NG0234
 NG0234  STATE/COUNTY-  IL/LAKE
 NG0234  USGS QUAD   -  ZION (1993)
 NG0234
 NG0234                         *CURRENT SURVEY CONTROL
 NG0234  ___________________________________________________________________
 NG0234* NAD 83(1986)-  42 29 32.     (N)    087 49 00.     (W)     SCALED    
 NG0234* NAVD 88     -       181.800  (meters)     596.46   (feet)  ADJUSTED  
 NG0234  ___________________________________________________________________
 NG0234  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NG0234  DYNAMIC HT  -         181.744 (meters)     596.27  (feet)  COMP
 NG0234  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 NG0234
 NG0234  VERT ORDER  -  FIRST     CLASS 0
 NG0234
 NG0234.The horizontal coordinates were scaled from a topographic map and have
 NG0234.an estimated accuracy of +/- 6 seconds.
 NG0234
 NG0234.The orthometric height was determined by differential leveling
 NG0234.and adjusted by the National Geodetic Survey in June 1991..
 NG0234
 NG0234.The geoid height was determined by GEOID03.
 NG0234
 NG0234.The dynamic height is computed by dividing the NAVD 88
 NG0234.geopotential number by the normal gravity value computed on the
 NG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0234.degrees latitude (g = 980.6199 gals.).
 NG0234
 NG0234.The modeled gravity was interpolated from observed gravity values.
 NG0234
 NG0234;                    North         East    Units  Estimated Accuracy
 NG0234;SPC IL E     -   646,910.      342,470.      MT  (+/- 180 meters Scaled)
 NG0234
 NG0234                          SUPERSEDED SURVEY CONTROL
 NG0234
 NG0234  NGVD 29 (??/??/92)  181.90   (m)          596.8    (f) COMPUTED    1 0
 NG0234
 NG0234.Superseded values are not recommended for survey control.
 NG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0234.See file dsdata.txt to determine how the superseded data were derived.
 NG0234
 NG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN328047(NAD 83)
 NG0234_MARKER: DV = VERTICAL CONTROL DISK
 NG0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0234_SP_SET: 24 FT
 NG0234_STAMPING: H 273 1973
 NG0234_MARK LOGO: NGS   
 NG0234_PROJECTION: FLUSH
 NG0234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0234+SATELLITE: SATELLITE OBSERVATIONS - 2001
 NG0234
 NG0234  HISTORY     - Date     Condition        Report By
 NG0234  HISTORY     - 1973     MONUMENTED       NGS
 NG0234  HISTORY     - 2001     GOOD             WIDT
 NG0234
 NG0234                          STATION DESCRIPTION
 NG0234
 NG0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0234'0.7 MI N FROM WINTHROP HARBOR.
 NG0234'ABOUT 0.7 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 NG0234'RAILWAY FROM THE CROSSING WITH 7TH STREET AT WINTROP HARBOR,
 NG0234'42.0 FEET SOUTH OF EXTENDED CENTER LINE OF A GRAVEL ROAD (WHICH
 NG0234'IS THE WISCONSIN-ILLINOIS STATE LINE, 28.4 WEST OF THE WEST RAIL
 NG0234'OF WEST TRACK, 45.0 FEET EAST OF MOST NORTHERLY ONE OF 4 OAK
 NG0234'TREES, 2.3 FEET NORTH EAST OF AT TELEPHONE POLE (5TH POLE NORTH
 NG0234'OF MILEPOST 45).  A STANDARD DISK ON TOP OF A COPPER COATED
 NG0234'STEEL ROD DRIVEN TO A DEPTH OF 24.0 FEET.  THE DISK IS TWO INCHES
 NG0234'BELOW THE SURFACE OF THE GROUND AND ENCASED IN A 6-INCH IRON
 NG0234'PIPE FLUSH WITH THE GROUND.  LOCATED ABOUT 1.2 FEET SOUTHEAST
 NG0234'OF A METAL WITNESS POST ABOUT 7.0 FEET BELOW THE LEVEL OF THE
 NG0234'RAILROAD.  SECTION 3, T46N, R23E.
 NG0234
 NG0234                          STATION RECOVERY (2001)
 NG0234
 NG0234'RECOVERY NOTE BY WI DEPT OF TRANSP 2001 (DJH)
 NG0234'THE STATION IS LOCATED 24 KM SOUTHEAST OF PADDOCK LAKE AND 11 KM
 NG0234'SOUTH OF KENOSHA.  OWNERSHIP--UNION PACIFIC RAILROAD. TO REACH THE
 NG0234'STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (SHERIDAN ROAD) WITH
 NG0234'STATE HIGHWAY 165 (104TH STREET) IN THE CITY OF KENOSHA, GO SOUTH ON
 NG0234'STATE HIGHWAY 32 (SHERIDAN ROAD) FOR 3.2 KM TO RUSSELL ROAD, TURN
 NG0234'LEFT AND GO EAST FOR 0.3 KM ON RUSSELL ROAD TO THE STATION STRAIGHT
 NG0234'AHEAD.    THE STATION IS A BRONZE NATIONAL GEODETIC SURVEY BENCH MARK
 NG0234'DISK SET ON TOP OF A COPPER-CLAD STEEL ROD AND ABOUT 5 M BELOW THE
 NG0234'ROAD PAVEMENT. THE STATION IS 89 M EAST OF THE CENTERLINE OF OAKDALE
 NG0234'AVENUE, 18.7 M NORTH OF A TELEPHONE POLE, 13.7 M EAST OF THE
 NG0234'NORTHEAST 50-CM DIAMETER OAK TREE,12 M SOUTHEAST OF THE EXTENDED
 NG0234'CENTERLINE OF RUSSELL ROAD, 8.6 M WEST OF THE WEST RAIL OF THE WEST
 NG0234'TRACK (SLOPE DISTANCE), AND 8.1 M SOUTH OF THE SOUTHWEST CORNER OF A
 NG0234'STONE WALL. ---NOTE---THE STATION IS 0.4 M SOUTHEAST OF A METAL
 NG0234'WITNESS POST.  ---NOTE---THIS STATION NOT SUITABLE FOR GPS
 NG0234'OBSERVATIONS DUE TO HEAVY OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0123 ***********************************************************************
 NG0123  DESIGNATION -  H 274
 NG0123  PID         -  NG0123
 NG0123  STATE/COUNTY-  IL/COOK
 NG0123  USGS QUAD   -  EVANSTON (1995)
 NG0123
 NG0123                         *CURRENT SURVEY CONTROL
 NG0123  ___________________________________________________________________
 NG0123* NAD 83(1986)-  42 03 30.     (N)    087 41 35.     (W)     SCALED    
 NG0123* NAVD 88     -       182.204  (meters)     597.78   (feet)  ADJUSTED  
 NG0123  ___________________________________________________________________
 NG0123  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NG0123  DYNAMIC HT  -         182.145 (meters)     597.59  (feet)  COMP
 NG0123  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NG0123
 NG0123  VERT ORDER  -  FIRST     CLASS 0
 NG0123
 NG0123.The horizontal coordinates were scaled from a topographic map and have
 NG0123.an estimated accuracy of +/- 6 seconds.
 NG0123
 NG0123.The orthometric height was determined by differential leveling
 NG0123.and adjusted by the National Geodetic Survey in June 1991..
 NG0123
 NG0123.The geoid height was determined by GEOID03.
 NG0123
 NG0123.The dynamic height is computed by dividing the NAVD 88
 NG0123.geopotential number by the normal gravity value computed on the
 NG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0123.degrees latitude (g = 980.6199 gals.).
 NG0123
 NG0123.The modeled gravity was interpolated from observed gravity values.
 NG0123
 NG0123;                    North         East    Units  Estimated Accuracy
 NG0123;SPC IL E     -   598,780.      353,000.      MT  (+/- 180 meters Scaled)
 NG0123
 NG0123                          SUPERSEDED SURVEY CONTROL
 NG0123
 NG0123  NGVD 29 (??/??/92)  182.30   (m)          598.1    (f) COMPUTED    1 0
 NG0123
 NG0123.Superseded values are not recommended for survey control.
 NG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0123.See file dsdata.txt to determine how the superseded data were derived.
 NG0123
 NG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM426564(NAD 83)
 NG0123_MARKER: DB = BENCH MARK DISK
 NG0123_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0123+WITH SETTING: INTO GROUND
 NG0123_STAMPING: H 274 1973
 NG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0123+STABILITY: SURFACE MOTION
 NG0123
 NG0123  HISTORY     - Date     Condition        Report By
 NG0123  HISTORY     - 1973     MONUMENTED       NGS
 NG0123  HISTORY     - 19951119 GOOD             USPSQD
 NG0123  HISTORY     - 20000811 MARK NOT FOUND   PATRIC
 NG0123  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 NG0123
 NG0123                          STATION DESCRIPTION
 NG0123
 NG0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0123'1.7 MI NW FROM EVANSTON.
 NG0123'1.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0123'FROM THE MAIN STREET RAILWAY STATION AT EVANSTON, AT THE NOYES
 NG0123'STREET UNDERPASS 48.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NG0123'THE NORTHEAST TRACK, 34.7 FEET NORTH OF CENTER LINE OF NOYES
 NG0123'STREET, 4.8 FEET EAST OF THE EAST END OF A CONCRETE RETAINING
 NG0123'WALL LEADING UP TO THE NORTHEAST END OF A CONCRETE ABUTMENT, 3.6
 NG0123'FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, 1.7 FEET
 NG0123'SOUTH OF A CHAIN LINK FENCE (BEARING WIT TAG).  A NGS DISK ON
 NG0123'TOP OF A 5-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL
 NG0123'BASE PLATE.  THE DISK IS 2 INCHES BELOW THE SURFACE OF THE
 NG0123'GROUND AND ENCASED IN A 6-INCH TILE PIPE ABOUT LEVEL WITH THE
 NG0123'STREET.  SECTION 12, T 41 N, R 13 E.
 NG0123
 NG0123                          STATION RECOVERY (1995)
 NG0123
 NG0123'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0123'RECOVERED IN GOOD CONDITION.
 NG0123
 NG0123                          STATION RECOVERY (2000)
 NG0123
 NG0123'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NG0123'MARK NOT FOUND.
 NG0123
 NG0123                          STATION RECOVERY (2001)
 NG0123
 NG0123'RECOVERY NOTE BY US POWER SQUADRON 2001 (VMR)
 NG0123'MARK NOT FOUND. OUR COORDINATES WERE IDENTICAL WITH THOSE SPECIFIED ON
 NG0123'THE NGS RETRIEVAL SHEET. WE ASSUME THE MARK IS DESTROYED BY
 NG0123'CONSTRUCTION CHANGES.
 NG0123'GPS LOCATION. L 42 DEGREES 03.5'N LO 087 DEGREES 41.7'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0249 ***********************************************************************
 MF0249  CBN         -  This is a Cooperative Base Network Control Station.
 MF0249  DESIGNATION -  H 28
 MF0249  PID         -  MF0249
 MF0249  STATE/COUNTY-  IL/KANKAKEE
 MF0249  USGS QUAD   -  BUCKINGHAM (1973)
 MF0249
 MF0249                         *CURRENT SURVEY CONTROL
 MF0249  ___________________________________________________________________
 MF0249* NAD 83(1997)-  41 06 21.64575(N)    088 10 21.65797(W)     ADJUSTED  
 MF0249* NAVD 88     -       187.178  (meters)     614.10   (feet)  ADJUSTED  
 MF0249  ___________________________________________________________________
 MF0249  X           -     153,472.769 (meters)                     COMP
 MF0249  Y           -  -4,810,527.823 (meters)                     COMP
 MF0249  Z           -   4,171,403.071 (meters)                     COMP
 MF0249  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MF0249  ELLIP HEIGHT-         154.61  (meters)          (10/15/04) GPS OBS
 MF0249  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MF0249  DYNAMIC HT  -         187.102 (meters)     613.85  (feet)  COMP
 MF0249  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MF0249
 MF0249  HORZ ORDER  -  B
 MF0249  VERT ORDER  -  SECOND    CLASS 0
 MF0249  ELLP ORDER  -  FOURTH    CLASS II
 MF0249
 MF0249.The horizontal coordinates were established by GPS observations
 MF0249.and adjusted by the National Geodetic Survey in July 1998..
 MF0249
 MF0249.The orthometric height was determined by differential leveling
 MF0249.and adjusted by the National Geodetic Survey in June 1991..
 MF0249
 MF0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0249
 MF0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0249
 MF0249.The ellipsoidal height was determined by GPS observations
 MF0249.and is referenced to NAD 83.
 MF0249
 MF0249.The geoid height was determined by GEOID03.
 MF0249
 MF0249.The dynamic height is computed by dividing the NAVD 88
 MF0249.geopotential number by the normal gravity value computed on the
 MF0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0249.degrees latitude (g = 980.6199 gals.).
 MF0249
 MF0249.The modeled gravity was interpolated from observed gravity values.
 MF0249
 MF0249;                    North         East     Units Scale Factor Converg.
 MF0249;SPC IL E     -   492,827.175   313,494.350   MT  0.99997724   +0 06 20.2
 MF0249;SPC IL E     - 1,616,883.82  1,028,522.71   sFT  0.99997724   +0 06 20.2
 MF0249;UTM  16      - 4,551,188.135   401,532.830   MT  0.99971933   -0 46 15.8
 MF0249
 MF0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0249!SPC IL E     -   0.99997575  x   0.99997724  =   0.99995299
 MF0249!UTM  16      -   0.99997575  x   0.99971933  =   0.99969509
 MF0249
 MF0249                          SUPERSEDED SURVEY CONTROL
 MF0249
 MF0249  ELLIP H (07/17/98)  154.62   (m)                       GP(       ) 4 1
 MF0249  NAVD 88 (07/17/98)  187.18   (m)          614.1    (f) LEVELING    3  
 MF0249  NGVD 29 (??/??/92)  187.258  (m)          614.36   (f) ADJ UNCH    2 0
 MF0249
 MF0249.Superseded values are not recommended for survey control.
 MF0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0249.See file dsdata.txt to determine how the superseded data were derived.
 MF0249
 MF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0153351188(NAD 83)
 MF0249_MARKER: DB = BENCH MARK DISK
 MF0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0249_STAMPING: H 28 1934
 MF0249_MARK LOGO: CGS   
 MF0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0249+STABILITY: SURFACE MOTION
 MF0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0249+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF0249
 MF0249  HISTORY     - Date     Condition        Report By
 MF0249  HISTORY     - 1934     MONUMENTED       CGS
 MF0249  HISTORY     - 1954     GOOD             NGS
 MF0249  HISTORY     - 19970305 GOOD             NGS
 MF0249  HISTORY     - 200205   GOOD             ASCPC
 MF0249  HISTORY     - 20050725 GOOD             GEOSPC
 MF0249
 MF0249                          STATION DESCRIPTION
 MF0249
 MF0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0249'1.4 MI W FROM UNION HILL.
 MF0249'ABOUT 1.4 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MF0249'THE STATION AT UNION HILL, 107 FEET EAST-NORTHEAST OF THE CENTER
 MF0249'OF THE CROSSING OF A GRAVEL ROAD LEADING SOUTH TO BUCKINGHAM,
 MF0249'99 FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET NORTH
 MF0249'OF THE NORTH RAIL, 10 FEET SOUTH OF THE FENCE LINE, 6 FEET
 MF0249'SOUTHWEST OF A TELEPHONE POLE, ABOUT 5 FEET BELOW THE LEVEL
 MF0249'OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 MF0249'INCHES.
 MF0249
 MF0249                          STATION RECOVERY (1997)
 MF0249
 MF0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 MF0249'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) EAST OF DWIGHT, 4 MI (6.4
 MF0249'KM) EAST OF REDDICK, AND 1.4 MI (2.3 KM) WEST OF UNION HILL.  TO REACH
 MF0249'FROM THE CENTER OF REDDICK, PROCEED NORTH ON STATE ROUTE 17 FOR 1.1 MI
 MF0249'(1.8 KM) TO A POINT WHERE ROUTE 17 TURNS EAST.  TURN EAST ON ROUTE 17
 MF0249'FOR 4.0 MI (6.4 KM) TO A ROAD RIGHT.  TURN RIGHT, SOUTH, ON COUNTY
 MF0249'ROAD 16000W FOR 0.65 MI (1.05 KM) TO A RAILROAD CROSSING AND THE
 MF0249'STATION IN THE NORTHEAST QUADRANT.  IT IS 30.2 M (99.1 FT) EAST OF THE
 MF0249'CENTER OF THE ROAD, 10.7 M (35.1 FT) NORTH OF THE NORTH RAIL, 8.7 M
 MF0249'(28.5 FT) EAST OF THE NORTHEAST CORNER OF A METAL RAILROAD SHED, AND
 MF0249'0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 MF0249
 MF0249                          STATION RECOVERY (2002)
 MF0249
 MF0249'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0249'RECOVERED AS DESCRIBED
 MF0249' 
 MF0249'
 MF0249
 MF0249                          STATION RECOVERY (2005)
 MF0249
 MF0249'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF0249'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF 8.7 METERS EAST OF
 MF0249'THE NORTHEAST CORNER OF A RAILROAD SHED, 21.8 SOUTHEAST OF A GAS LINE
 MF0249'UTILITY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1215 ***********************************************************************
 JC1215  DESIGNATION -  H 282
 JC1215  PID         -  JC1215
 JC1215  STATE/COUNTY-  IL/MADISON
 JC1215  USGS QUAD   -  ALTON (1994)
 JC1215
 JC1215                         *CURRENT SURVEY CONTROL
 JC1215  ___________________________________________________________________
 JC1215* NAD 83(1986)-  38 53 22.     (N)    090 07 44.     (W)     SCALED    
 JC1215* NAVD 88     -       157.289  (meters)     516.04   (feet)  ADJUSTED  
 JC1215  ___________________________________________________________________
 JC1215  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JC1215  DYNAMIC HT  -         157.192 (meters)     515.72  (feet)  COMP
 JC1215  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 JC1215
 JC1215  VERT ORDER  -  FIRST     CLASS II
 JC1215
 JC1215.The horizontal coordinates were scaled from a topographic map and have
 JC1215.an estimated accuracy of +/- 6 seconds.
 JC1215
 JC1215.The orthometric height was determined by differential leveling
 JC1215.and adjusted by the National Geodetic Survey in June 1991..
 JC1215
 JC1215.The geoid height was determined by GEOID03.
 JC1215
 JC1215.The dynamic height is computed by dividing the NAVD 88
 JC1215.geopotential number by the normal gravity value computed on the
 JC1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1215.degrees latitude (g = 980.6199 gals.).
 JC1215
 JC1215.The modeled gravity was interpolated from observed gravity values.
 JC1215
 JC1215;                    North         East    Units  Estimated Accuracy
 JC1215;SPC IL W     -   246,700.      703,280.      MT  (+/- 180 meters Scaled)
 JC1215
 JC1215                          SUPERSEDED SURVEY CONTROL
 JC1215
 JC1215  NGVD 29 (??/??/??)  157.256  (m)          515.93   (f) ADJUSTED    1 2
 JC1215
 JC1215.Superseded values are not recommended for survey control.
 JC1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1215.See file dsdata.txt to determine how the superseded data were derived.
 JC1215
 JC1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD490084(NAD 83)
 JC1215_MARKER: I = METAL ROD
 JC1215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1215_SP_SET: STAINLESS STEEL ROD
 JC1215_STAMPING: H 282 1981
 JC1215_MARK LOGO: NGS   
 JC1215_PROJECTION: FLUSH
 JC1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1215_ROD/PIPE-DEPTH: 10.2 meters
 JC1215
 JC1215  HISTORY     - Date     Condition        Report By
 JC1215  HISTORY     - 1981     MONUMENTED       NGS
 JC1215
 JC1215                          STATION DESCRIPTION
 JC1215
 JC1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1215'IN ALTON.
 JC1215'IN ALTON IN THE EAST SECTION OF THE CITY, AT THE WEST CORNER OF THE
 JC1215'PROPERTY OF HOUSE 703 MILTON ROAD, BETWEEN A POWER POLE AND ITS
 JC1215'GUYWIRE, LOCATED BETWEEN THE JUNCTION OF OMEGA AND OSCAR AVENUES,
 JC1215'12.80 METERS (42.0 FEET) NORTHEAST OF THE CENTER OF THE CONCRETE
 JC1215'ENTRANCE OF THE HOUSE, 8.75 METERS (28.7 FEET) WEST-SOUTHWEST OF THE
 JC1215'WEST CORNER OF THE HOUSE, 2.44 METERS (8.0 FEET) NORTHEAST OF THE
 JC1215'NORTHEAST CURB OF MILTON ROAD AND 0.42 METER (1.4 FEET) NORTHEAST OF
 JC1215'THE POWER POLE.
 JC1215'THE MARK IS 0.18 M ABOVE MILTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1193 ***********************************************************************
 JC1193  DESIGNATION -  H 283
 JC1193  PID         -  JC1193
 JC1193  STATE/COUNTY-  IL/MADISON
 JC1193  USGS QUAD   -  WOOD RIVER (1994)
 JC1193
 JC1193                         *CURRENT SURVEY CONTROL
 JC1193  ___________________________________________________________________
 JC1193* NAD 83(1986)-  38 48 11.     (N)    090 03 44.     (W)     SCALED    
 JC1193* NAVD 88     -       137.434  (meters)     450.90   (feet)  ADJUSTED  
 JC1193  ___________________________________________________________________
 JC1193  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JC1193  DYNAMIC HT  -         137.348 (meters)     450.62  (feet)  COMP
 JC1193  MODELED GRAV-     980,001.5   (mgal)                       NAVD 88
 JC1193
 JC1193  VERT ORDER  -  FIRST     CLASS II
 JC1193
 JC1193.The horizontal coordinates were scaled from a topographic map and have
 JC1193.an estimated accuracy of +/- 6 seconds.
 JC1193
 JC1193.The orthometric height was determined by differential leveling
 JC1193.and adjusted by the National Geodetic Survey in June 1991..
 JC1193
 JC1193.The geoid height was determined by GEOID03.
 JC1193
 JC1193.The dynamic height is computed by dividing the NAVD 88
 JC1193.geopotential number by the normal gravity value computed on the
 JC1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1193.degrees latitude (g = 980.6199 gals.).
 JC1193
 JC1193.The modeled gravity was interpolated from observed gravity values.
 JC1193
 JC1193;                    North         East    Units  Estimated Accuracy
 JC1193;SPC IL W     -   237,110.      709,070.      MT  (+/- 180 meters Scaled)
 JC1193
 JC1193                          SUPERSEDED SURVEY CONTROL
 JC1193
 JC1193  NGVD 29 (??/??/??)  137.399  (m)          450.78   (f) ADJUSTED    1 2
 JC1193
 JC1193.Superseded values are not recommended for survey control.
 JC1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1193.See file dsdata.txt to determine how the superseded data were derived.
 JC1193
 JC1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC551990(NAD 83)
 JC1193_MARKER: I = METAL ROD
 JC1193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1193_SP_SET: STAINLESS STEEL ROD
 JC1193_STAMPING: H 283 1981
 JC1193_MARK LOGO: NGS   
 JC1193_PROJECTION: FLUSH
 JC1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1193_ROD/PIPE-DEPTH: 9.8  meters
 JC1193
 JC1193  HISTORY     - Date     Condition        Report By
 JC1193  HISTORY     - 1981     MONUMENTED       NGS
 JC1193
 JC1193                          STATION DESCRIPTION
 JC1193
 JC1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1193'4.9 KM (4.05 MI) SOUTH FROM HARTFORD.
 JC1193'3.3 KILOMETERS (2.05 MILES) SOUTH ALONG STATE HIGHWAY 3 FROM THE
 JC1193'JUNCTION OF HAWTHORNE ROAD IN HARTFORD TO THE SOUTH LEVEE OF THE
 JC1193'CAHOKIA DIVERSION CHANNEL, THENCE 3.2 KILOMETERS (2.0 MILES) EAST
 JC1193'ALONG THE LEVEE ROAD TO THE MARK ON THE RIGHT, 2.74 METERS (9.0 FEET)
 JC1193'SOUTH OF THE CENTER OF THE LEVEE ROAD, AND 0.55 METERS (1.8 FEET) EAST
 JC1193'OF A METAL WITNESS POST.
 JC1193'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 JC1193'THE MARK IS 0.15 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1080 ***********************************************************************
 JC1080  DESIGNATION -  H 284
 JC1080  PID         -  JC1080
 JC1080  STATE/COUNTY-  IL/MONROE
 JC1080  USGS QUAD   -  SELMA (1993)
 JC1080
 JC1080                         *CURRENT SURVEY CONTROL
 JC1080  ___________________________________________________________________
 JC1080* NAD 83(1986)-  38 11 31.     (N)    090 18 54.     (W)     SCALED    
 JC1080* NAVD 88     -       124.133  (meters)     407.26   (feet)  ADJUSTED  
 JC1080  ___________________________________________________________________
 JC1080  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 JC1080  DYNAMIC HT  -         124.052 (meters)     406.99  (feet)  COMP
 JC1080  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 JC1080
 JC1080  VERT ORDER  -  FIRST     CLASS II
 JC1080
 JC1080.The horizontal coordinates were scaled from a topographic map and have
 JC1080.an estimated accuracy of +/- 6 seconds.
 JC1080
 JC1080.The orthometric height was determined by differential leveling
 JC1080.and adjusted by the National Geodetic Survey in June 1991..
 JC1080
 JC1080.The geoid height was determined by GEOID03.
 JC1080
 JC1080.The dynamic height is computed by dividing the NAVD 88
 JC1080.geopotential number by the normal gravity value computed on the
 JC1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1080.degrees latitude (g = 980.6199 gals.).
 JC1080
 JC1080.The modeled gravity was interpolated from observed gravity values.
 JC1080
 JC1080;                    North         East    Units  Estimated Accuracy
 JC1080;SPC IL W     -   169,280.      687,010.      MT  (+/- 180 meters Scaled)
 JC1080
 JC1080                          SUPERSEDED SURVEY CONTROL
 JC1080
 JC1080  NGVD 29 (??/??/??)  124.082  (m)          407.09   (f) ADJUSTED    1 2
 JC1080
 JC1080.Superseded values are not recommended for survey control.
 JC1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1080.See file dsdata.txt to determine how the superseded data were derived.
 JC1080
 JC1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC351305(NAD 83)
 JC1080_MARKER: I = METAL ROD
 JC1080_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1080_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1080_STAMPING: H 284 1981
 JC1080_MARK LOGO: NGS   
 JC1080_PROJECTION: FLUSH
 JC1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1080+STABILITY: POSITION/ELEVATION WELL
 JC1080_ROD/PIPE-DEPTH: 21.9 meters
 JC1080_SLEEVE-DEPTH  : 6.00 meters
 JC1080
 JC1080  HISTORY     - Date     Condition        Report By
 JC1080  HISTORY     - 1981     MONUMENTED       NGS
 JC1080
 JC1080                          STATION DESCRIPTION
 JC1080
 JC1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1080'4.3 KM (2.7 MI) SW FROM CHALFIN BRIDGE.
 JC1080'4.3 KILOMETERS (2.7 MILES) SOUTHWEST ALONG OUT-LET ROAD FROM THE
 JC1080'JUNCTION OF BLUFF ROAD IN CHALFIN BRIDGE TO THE JUNCTION OF LEVEE ROAD
 JC1080'NUMBER 280E AND THE MARK ON THE LEFT, 8.22 METERS (27.0 FEET)
 JC1080'SOUTHEAST OF THE CENTER OF OUT-LET ROAD, 9.44 METERS (31.0 FEET)
 JC1080'NORTHEAST OF THE CENTER OF LEVEE ROAD. 1.91 METERS (6.4 FEET)
 JC1080'SOUTHEAST OF A 4X4-INCH WOODEN ROAD SIGN POST AND 0.3 METER (1.0 FOOT)
 JC1080'NORTHWEST OF A METAL WITNESS POST.
 JC1080'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 JC1080'THE MARK IS 0.30 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1128 ***********************************************************************
 JC1128  DESIGNATION -  H 285
 JC1128  PID         -  JC1128
 JC1128  STATE/COUNTY-  IL/MONROE
 JC1128  USGS QUAD   -  OAKVILLE (1998)
 JC1128
 JC1128                         *CURRENT SURVEY CONTROL
 JC1128  ___________________________________________________________________
 JC1128* NAD 83(1986)-  38 28 59.     (N)    090 15 29.     (W)     SCALED    
 JC1128* NAVD 88     -       130.188  (meters)     427.13   (feet)  ADJUSTED  
 JC1128  ___________________________________________________________________
 JC1128  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JC1128  DYNAMIC HT  -         130.105 (meters)     426.85  (feet)  COMP
 JC1128  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 JC1128
 JC1128  VERT ORDER  -  FIRST     CLASS II
 JC1128
 JC1128.The horizontal coordinates were scaled from a topographic map and have
 JC1128.an estimated accuracy of +/- 6 seconds.
 JC1128
 JC1128.The orthometric height was determined by differential leveling
 JC1128.and adjusted by the National Geodetic Survey in June 1991..
 JC1128
 JC1128.The geoid height was determined by GEOID03.
 JC1128
 JC1128.The dynamic height is computed by dividing the NAVD 88
 JC1128.geopotential number by the normal gravity value computed on the
 JC1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1128.degrees latitude (g = 980.6199 gals.).
 JC1128
 JC1128.The modeled gravity was interpolated from observed gravity values.
 JC1128
 JC1128;                    North         East    Units  Estimated Accuracy
 JC1128;SPC IL W     -   201,590.      692,030.      MT  (+/- 180 meters Scaled)
 JC1128
 JC1128                          SUPERSEDED SURVEY CONTROL
 JC1128
 JC1128  NGVD 29 (??/??/??)  130.147  (m)          426.99   (f) ADJUSTED    1 2
 JC1128
 JC1128.Superseded values are not recommended for survey control.
 JC1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1128.See file dsdata.txt to determine how the superseded data were derived.
 JC1128
 JC1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC391629(NAD 83)
 JC1128_MARKER: I = METAL ROD
 JC1128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1128_SP_SET: STAINLESS STEEL ROD
 JC1128_STAMPING: H 285 1981
 JC1128_MARK LOGO: NGS   
 JC1128_PROJECTION: FLUSH
 JC1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1128_ROD/PIPE-DEPTH: 8.5  meters
 JC1128
 JC1128  HISTORY     - Date     Condition        Report By
 JC1128  HISTORY     - 1981     MONUMENTED       NGS
 JC1128
 JC1128                          STATION DESCRIPTION
 JC1128
 JC1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1128'0.25 KM (0.15 MI) NORTH FROM COLUMBIA.
 JC1128'0.25 KILOMETERS (0.15 MILE) NORTH ALONG THE TOP OF THE MAIN LEVEE FROM
 JC1128'THE JUNCTION OF U.S. HIGHWAY 50 IN THE NORTHWEST SECTION OF COLUMBIA
 JC1128'TO THE MARK ON THE RIGHT, 4.57 METERS (15.0 FEET) EAST OF THE CENTER
 JC1128'OF THE LEVEE ROAD, 0.46 METERS (1.5 FEET) NORTH OF A METAL WITNESS
 JC1128'POST.
 JC1128'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 JC1128'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1067 ***********************************************************************
 JC1067  DESIGNATION -  H 286
 JC1067  PID         -  JC1067
 JC1067  STATE/COUNTY-  IL/RANDOLPH
 JC1067  USGS QUAD   -  BLOOMSDALE (1993)
 JC1067
 JC1067                         *CURRENT SURVEY CONTROL
 JC1067  ___________________________________________________________________
 JC1067* NAD 83(1986)-  38 04 48.     (N)    090 08 42.     (W)     SCALED    
 JC1067* NAVD 88     -       122.959  (meters)     403.41   (feet)  ADJUSTED  
 JC1067  ___________________________________________________________________
 JC1067  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JC1067  DYNAMIC HT  -         122.876 (meters)     403.14  (feet)  COMP
 JC1067  MODELED GRAV-     979,958.2   (mgal)                       NAVD 88
 JC1067
 JC1067  VERT ORDER  -  FIRST     CLASS II
 JC1067
 JC1067.The horizontal coordinates were scaled from a topographic map and have
 JC1067.an estimated accuracy of +/- 6 seconds.
 JC1067
 JC1067.The orthometric height was determined by differential leveling
 JC1067.and adjusted by the National Geodetic Survey in June 1991..
 JC1067
 JC1067.The geoid height was determined by GEOID03.
 JC1067
 JC1067.The dynamic height is computed by dividing the NAVD 88
 JC1067.geopotential number by the normal gravity value computed on the
 JC1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1067.degrees latitude (g = 980.6199 gals.).
 JC1067
 JC1067.The modeled gravity was interpolated from observed gravity values.
 JC1067
 JC1067;                    North         East    Units  Estimated Accuracy
 JC1067;SPC IL W     -   156,850.      701,900.      MT  (+/- 180 meters Scaled)
 JC1067
 JC1067                          SUPERSEDED SURVEY CONTROL
 JC1067
 JC1067  NGVD 29 (??/??/??)  122.902  (m)          403.22   (f) ADJUSTED    1 2
 JC1067
 JC1067.Superseded values are not recommended for survey control.
 JC1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1067.See file dsdata.txt to determine how the superseded data were derived.
 JC1067
 JC1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC504185(NAD 83)
 JC1067_MARKER: I = METAL ROD
 JC1067_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1067_SP_SET: STAINLESS STEEL ROD
 JC1067_STAMPING: H 286 1981
 JC1067_MARK LOGO: NGS   
 JC1067_PROJECTION: FLUSH
 JC1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1067_ROD/PIPE-DEPTH: 7.60 meters
 JC1067
 JC1067  HISTORY     - Date     Condition        Report By
 JC1067  HISTORY     - 1981     MONUMENTED       NGS
 JC1067
 JC1067                          STATION DESCRIPTION
 JC1067
 JC1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1067'7.7 KM (4.8 MI) WEST FROM PRAIRIE DU ROCHER.
 JC1067'3.4 KILOMETERS (2.1 MILES) SOUTH-SOUTHWEST ALONG THE LEVEE ON THE WEST
 JC1067'SIDE OF PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE HIGHWAY
 JC1067'155 IN PRAIRIE DU ROCHER, THENCE CONTINUE NORTHWEST ALONG THE SAME
 JC1067'LEVEE FOR 4.3 KILOMETERS (2.7 MILES) TO THE MARK ON THE RIGHT, 0.4
 JC1067'KILOMETER (0.35 MILE) NORTHWEST OF THE INTERSECTION OF A GRAVEL ROAD
 JC1067'LEADING EAST AND WEST, 1.4 KILOMETERS (0.9 MILE) SOUTHEAST OF THE
 JC1067'JUNCTION OF ENTRANCE ROAD OF FORT CHARTRES STATE PARK, 4.26 METERS
 JC1067'(14.0 FEET) NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 0.30 METER
 JC1067'(1.0 FOOT) SOUTHEAST OF A METAL WITNESS POST.
 JC1067'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 JC1067'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1092 ***********************************************************************
 JC1092  DESIGNATION -  H 287
 JC1092  PID         -  JC1092
 JC1092  STATE/COUNTY-  IL/MONROE
 JC1092  USGS QUAD   -  VALMEYER (1993)
 JC1092
 JC1092                         *CURRENT SURVEY CONTROL
 JC1092  ___________________________________________________________________
 JC1092* NAD 83(1986)-  38 19 36.     (N)    090 21 14.     (W)     SCALED    
 JC1092* NAVD 88     -       126.252  (meters)     414.21   (feet)  ADJUSTED  
 JC1092  ___________________________________________________________________
 JC1092  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JC1092  DYNAMIC HT  -         126.170 (meters)     413.94  (feet)  COMP
 JC1092  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 JC1092
 JC1092  VERT ORDER  -  FIRST     CLASS II
 JC1092
 JC1092.The horizontal coordinates were scaled from a topographic map and have
 JC1092.an estimated accuracy of +/- 6 seconds.
 JC1092
 JC1092.The orthometric height was determined by differential leveling
 JC1092.and adjusted by the National Geodetic Survey in June 1991..
 JC1092
 JC1092.The geoid height was determined by GEOID03.
 JC1092
 JC1092.The dynamic height is computed by dividing the NAVD 88
 JC1092.geopotential number by the normal gravity value computed on the
 JC1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1092.degrees latitude (g = 980.6199 gals.).
 JC1092
 JC1092.The modeled gravity was interpolated from observed gravity values.
 JC1092
 JC1092;                    North         East    Units  Estimated Accuracy
 JC1092;SPC IL W     -   184,240.      683,630.      MT  (+/- 180 meters Scaled)
 JC1092
 JC1092                          SUPERSEDED SURVEY CONTROL
 JC1092
 JC1092  NGVD 29 (??/??/??)  126.205  (m)          414.06   (f) ADJUSTED    1 2
 JC1092
 JC1092.Superseded values are not recommended for survey control.
 JC1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1092.See file dsdata.txt to determine how the superseded data were derived.
 JC1092
 JC1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC313453(NAD 83)
 JC1092_MARKER: I = METAL ROD
 JC1092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1092_SP_SET: STAINLESS STEEL ROD
 JC1092_STAMPING: H 287 1981
 JC1092_MARK LOGO: NGS   
 JC1092_PROJECTION: FLUSH
 JC1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1092_ROD/PIPE-DEPTH: 9.8  meters
 JC1092
 JC1092  HISTORY     - Date     Condition        Report By
 JC1092  HISTORY     - 1981     MONUMENTED       NGS
 JC1092
 JC1092                          STATION DESCRIPTION
 JC1092
 JC1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1092'8.0 KM (5.0 MI) SW FROM FOUNTAIN.
 JC1092'8.0 KILOMETERS (5.0 MILES) SOUTHWEST ALONG THE TOP OF THE SOUTH LEVEE
 JC1092'OF FOUNTAIN CREEK FROM THE JUNCTION OF THE MISSOURI PACIFIC RAILROAD
 JC1092'IN FOUNTAIN TO A BEND IN THE LEVEES, AND THE MARK ON THE LEFT, ALSO
 JC1092'4.3 KILOMETERS (2.7 MILES) NORTH ALONG TOP OF THE MAIN 3.81 KILOMETERS
 JC1092'(2.7 MILES) NORTH ALONG TOP OF THE MAIN LEVEE FROM THE 3.81 METERS
 JC1092'(12.5 FEET) EAST OF THE CENTER OF THE LEVEE ROAD, 0.46 METERS(1.5
 JC1092'FEET) NORTH OF A METAL WITNESS POST.
 JC1092'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 JC1092'THE MARK IS 0.15 M BELOW TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1051 ***********************************************************************
 JC1051  DESIGNATION -  H 288
 JC1051  PID         -  JC1051
 JC1051  STATE/COUNTY-  IL/RANDOLPH
 JC1051  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1051
 JC1051                         *CURRENT SURVEY CONTROL
 JC1051  ___________________________________________________________________
 JC1051* NAD 83(1986)-  38 00 14.     (N)    090 01 52.     (W)     SCALED    
 JC1051* NAVD 88     -       122.030  (meters)     400.36   (feet)  ADJUSTED  
 JC1051  ___________________________________________________________________
 JC1051  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 JC1051  DYNAMIC HT  -         121.947 (meters)     400.09  (feet)  COMP
 JC1051  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 JC1051
 JC1051  VERT ORDER  -  FIRST     CLASS II
 JC1051
 JC1051.The horizontal coordinates were scaled from a topographic map and have
 JC1051.an estimated accuracy of +/- 6 seconds.
 JC1051
 JC1051.The orthometric height was determined by differential leveling
 JC1051.and adjusted by the National Geodetic Survey in June 1991..
 JC1051
 JC1051.The geoid height was determined by GEOID03.
 JC1051
 JC1051.The dynamic height is computed by dividing the NAVD 88
 JC1051.geopotential number by the normal gravity value computed on the
 JC1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1051.degrees latitude (g = 980.6199 gals.).
 JC1051
 JC1051.The modeled gravity was interpolated from observed gravity values.
 JC1051
 JC1051;                    North         East    Units  Estimated Accuracy
 JC1051;SPC IL W     -   148,410.      711,910.      MT  (+/- 180 meters Scaled)
 JC1051
 JC1051                          SUPERSEDED SURVEY CONTROL
 JC1051
 JC1051  NGVD 29 (??/??/??)  121.968  (m)          400.16   (f) ADJUSTED    1 2
 JC1051
 JC1051.Superseded values are not recommended for survey control.
 JC1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1051.See file dsdata.txt to determine how the superseded data were derived.
 JC1051
 JC1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC606104(NAD 83)
 JC1051_MARKER: I = METAL ROD
 JC1051_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1051_SP_SET: STAINLESS STEEL ROD
 JC1051_STAMPING: H 288 1981
 JC1051_MARK LOGO: NGS   
 JC1051_PROJECTION: FLUSH
 JC1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1051_ROD/PIPE-DEPTH: 9.80 meters
 JC1051
 JC1051  HISTORY     - Date     Condition        Report By
 JC1051  HISTORY     - 1981     MONUMENTED       NGS
 JC1051
 JC1051                          STATION DESCRIPTION
 JC1051
 JC1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1051'12.65 KM (7.85 MI) SOUT FROM PRAIRIE DU ROCHER.
 JC1051'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG THE TOP OF THE SOUTH MAIN LEVEE
 JC1051'FROM THE INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER TO A
 JC1051'BEND IN THE LEVEE, THENCE 8.9 KILOMETERS (5.55 MILES) SOUTHEAST ALONG
 JC1051'THE TOP OF THE MAIN LEVEE TO THE MARK ON THE LEFT, 4.12 METERS (13.5
 JC1051'FEET) NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 0.46 METER (1.5
 JC1051'FEET) SOUTHEAST OF A METAL WITNESS POST.
 JC1051'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 JC1051'THE MARK IS ABOVE LEVEL WITH TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1391 ***********************************************************************
 HB1391  DESIGNATION -  H 289
 HB1391  PID         -  HB1391
 HB1391  STATE/COUNTY-  IL/RANDOLPH
 HB1391  USGS QUAD   -  BELGIQUE (1993)
 HB1391
 HB1391                         *CURRENT SURVEY CONTROL
 HB1391  ___________________________________________________________________
 HB1391* NAD 83(1986)-  37 51 56.     (N)    089 46 55.     (W)     SCALED    
 HB1391* NAVD 88     -       119.185  (meters)     391.03   (feet)  ADJUSTED  
 HB1391  ___________________________________________________________________
 HB1391  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HB1391  DYNAMIC HT  -         119.103 (meters)     390.76  (feet)  COMP
 HB1391  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HB1391
 HB1391  VERT ORDER  -  FIRST     CLASS II
 HB1391
 HB1391.The horizontal coordinates were scaled from a topographic map and have
 HB1391.an estimated accuracy of +/- 6 seconds.
 HB1391
 HB1391.The orthometric height was determined by differential leveling
 HB1391.and adjusted by the National Geodetic Survey in June 1991..
 HB1391
 HB1391.The geoid height was determined by GEOID03.
 HB1391
 HB1391.The dynamic height is computed by dividing the NAVD 88
 HB1391.geopotential number by the normal gravity value computed on the
 HB1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1391.degrees latitude (g = 980.6199 gals.).
 HB1391
 HB1391.The modeled gravity was interpolated from observed gravity values.
 HB1391
 HB1391;                    North         East    Units  Estimated Accuracy
 HB1391;SPC IL W     -   133,120.      733,850.      MT  (+/- 180 meters Scaled)
 HB1391
 HB1391                          SUPERSEDED SURVEY CONTROL
 HB1391
 HB1391  NGVD 29 (??/??/??)  119.114  (m)          390.79   (f) ADJUSTED    1 2
 HB1391
 HB1391.Superseded values are not recommended for survey control.
 HB1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1391.See file dsdata.txt to determine how the superseded data were derived.
 HB1391
 HB1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG552945(NAD 83)
 HB1391_MARKER: I = METAL ROD
 HB1391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1391_SP_SET: STAINLESS STEEL ROD
 HB1391_STAMPING: H 289 1981
 HB1391_MARK LOGO: NGS   
 HB1391_PROJECTION: FLUSH
 HB1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1391_ROD/PIPE-DEPTH: 9.80 meters
 HB1391
 HB1391  HISTORY     - Date     Condition        Report By
 HB1391  HISTORY     - 1981     MONUMENTED       NGS
 HB1391
 HB1391                          STATION DESCRIPTION
 HB1391
 HB1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1391'7.8 KM (4.85 MI) SE FROM CHESTER.
 HB1391'1.35 KILOMETERS (0.85 MILE) SOUTHWEST ALONG ILLINOIS STATE HIGHWAY 150
 HB1391'AND MISSOURI STATE HIGHWAY 51 FROM THE JUNCTION OF REILY LAKE ROAD AND
 HB1391'THE TOLL BOOTH OF THE BRIDGE IN CHESTER, THENCE 6.4 KILOMETERS (4.0
 HB1391'MILES) SOUTHEAST ALONG THE TOP OF THE MAIN LEVEE TO THE MARK ON THE
 HB1391'RIGHT, 3.96 METERS (13.0 FEET) SOUTHWEST OF THE CENTER OF THE LEVEE
 HB1391'ROAD AND 0.46 METER (1.5 FEET) SOUTHEAST OF A METAL WITNESS POST.
 HB1391'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 HB1391'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0351 ***********************************************************************
 MF0351  DESIGNATION -  H 29
 MF0351  PID         -  MF0351
 MF0351  STATE/COUNTY-  IL/LA SALLE
 MF0351  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0351
 MF0351                         *CURRENT SURVEY CONTROL
 MF0351  ___________________________________________________________________
 MF0351* NAD 83(1986)-  41 07 13.     (N)    088 49 26.     (W)     SCALED    
 MF0351* NAVD 88     -       189.804  (meters)     622.72   (feet)  ADJUSTED  
 MF0351  ___________________________________________________________________
 MF0351  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MF0351  DYNAMIC HT  -         189.726 (meters)     622.46  (feet)  COMP
 MF0351  MODELED GRAV-     980,210.4   (mgal)                       NAVD 88
 MF0351
 MF0351  VERT ORDER  -  SECOND    CLASS 0
 MF0351
 MF0351.The horizontal coordinates were scaled from a topographic map and have
 MF0351.an estimated accuracy of +/- 6 seconds.
 MF0351
 MF0351.The orthometric height was determined by differential leveling
 MF0351.and adjusted by the National Geodetic Survey in June 1991..
 MF0351
 MF0351.The geoid height was determined by GEOID03.
 MF0351
 MF0351.The dynamic height is computed by dividing the NAVD 88
 MF0351.geopotential number by the normal gravity value computed on the
 MF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0351.degrees latitude (g = 980.6199 gals.).
 MF0351
 MF0351.The modeled gravity was interpolated from observed gravity values.
 MF0351
 MF0351;                    North         East    Units  Estimated Accuracy
 MF0351;SPC IL E     -   494,520.      258,800.      MT  (+/- 180 meters Scaled)
 MF0351
 MF0351                          SUPERSEDED SURVEY CONTROL
 MF0351
 MF0351  NGVD 29 (??/??/92)  189.865  (m)          622.92   (f) ADJ UNCH    2 0
 MF0351
 MF0351.Superseded values are not recommended for survey control.
 MF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0351.See file dsdata.txt to determine how the superseded data were derived.
 MF0351
 MF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL468537(NAD 83)
 MF0351_MARKER: DB = BENCH MARK DISK
 MF0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0351_SP_SET: SEMAPHORE
 MF0351_STAMPING: H 29 1934
 MF0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0351
 MF0351  HISTORY     - Date     Condition        Report By
 MF0351  HISTORY     - 1934     MONUMENTED       CGS
 MF0351  HISTORY     - 1941     GOOD             NGS
 MF0351  HISTORY     - 1941     GOOD             NGS
 MF0351  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF0351  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF0351
 MF0351                          STATION DESCRIPTION
 MF0351
 MF0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MF0351'AT STREATOR.
 MF0351'AT STREATOR, LA SALLE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MF0351'21 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE ATCHISON,
 MF0351'TOPEKA AND SANTA FE RAILWAY, IN THE SOUTHWEST CORNER OF THE
 MF0351'CONCRETE BASE OF A SEMAPHORE, 9 FEET NORTHEAST OF THE CENTERLINE
 MF0351'OF THE NEW YORK CENTRAL RAILROAD TRACK, AND LEVEL WITH THE RAIL.
 MF0351'A STANDARD DISK, STAMPED H 29 1934.
 MF0351
 MF0351                          STATION RECOVERY (1941)
 MF0351
 MF0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MF0351'RECOVERED IN GOOD CONDITION.
 MF0351
 MF0351                          STATION RECOVERY (1997)
 MF0351
 MF0351'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0351'MARK NOT FOUND.
 MF0351
 MF0351                          STATION RECOVERY (2002)
 MF0351
 MF0351'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1369 ***********************************************************************
 HB1369  DESIGNATION -  H 290
 HB1369  PID         -  HB1369
 HB1369  STATE/COUNTY-  IL/JACKSON
 HB1369  USGS QUAD   -  ALTENBURG (1994)
 HB1369
 HB1369                         *CURRENT SURVEY CONTROL
 HB1369  ___________________________________________________________________
 HB1369* NAD 83(1986)-  37 42 42.     (N)    089 32 16.     (W)     SCALED    
 HB1369* NAVD 88     -       114.657  (meters)     376.17   (feet)  ADJUSTED  
 HB1369  ___________________________________________________________________
 HB1369  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HB1369  DYNAMIC HT  -         114.577 (meters)     375.91  (feet)  COMP
 HB1369  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 HB1369
 HB1369  VERT ORDER  -  FIRST     CLASS II
 HB1369
 HB1369.The horizontal coordinates were scaled from a topographic map and have
 HB1369.an estimated accuracy of +/- 6 seconds.
 HB1369
 HB1369.The orthometric height was determined by differential leveling
 HB1369.and adjusted by the National Geodetic Survey in June 1991..
 HB1369
 HB1369.The geoid height was determined by GEOID03.
 HB1369
 HB1369.The dynamic height is computed by dividing the NAVD 88
 HB1369.geopotential number by the normal gravity value computed on the
 HB1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1369.degrees latitude (g = 980.6199 gals.).
 HB1369
 HB1369.The modeled gravity was interpolated from observed gravity values.
 HB1369
 HB1369;                    North         East    Units  Estimated Accuracy
 HB1369;SPC IL W     -   116,160.      755,450.      MT  (+/- 180 meters Scaled)
 HB1369
 HB1369                          SUPERSEDED SURVEY CONTROL
 HB1369
 HB1369  NGVD 29 (??/??/??)  114.575  (m)          375.90   (f) ADJUSTED    1 2
 HB1369
 HB1369.Superseded values are not recommended for survey control.
 HB1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1369.See file dsdata.txt to determine how the superseded data were derived.
 HB1369
 HB1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG763768(NAD 83)
 HB1369_MARKER: I = METAL ROD
 HB1369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1369_SP_SET: STAINLESS STEEL ROD
 HB1369_STAMPING: H 290 1981
 HB1369_MARK LOGO: NGS   
 HB1369_PROJECTION: FLUSH
 HB1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1369_ROD/PIPE-DEPTH: 7.3  meters
 HB1369
 HB1369  HISTORY     - Date     Condition        Report By
 HB1369  HISTORY     - 1981     MONUMENTED       NGS
 HB1369
 HB1369                          STATION DESCRIPTION
 HB1369
 HB1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1369'22.6 KM (14.05 MI) SE FROM CORA.
 HB1369'8.1 KILOMETERS (5.05 MILES) SOUTH ALONG TOP OF THE MAIN LEVEE FROM THE
 HB1369'INTERSECTION OF THE MISSOURI PACIFIC RAILROAD IN CORA TO A BEND IN THE
 HB1369'LEVEE, THENCE 14.5 KILOMETERS (9.0 MILES) SOUTHEAST ALONG TOP OF THE
 HB1369'MAIN LEVEE TO THE MARK ON THE LEFT, 3.05 METERS (10.0 FEET) NORTH OF
 HB1369'THE CENTER OF THE LEVEE ROAD.
 HB1369'THE MARK IS 0.46 METERS  SE FROM A WITNESS POST.
 HB1369'THE MARK IS ABOVE LEVEL WITH TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1350 ***********************************************************************
 HB1350  DESIGNATION -  H 291
 HB1350  PID         -  HB1350
 HB1350  STATE/COUNTY-  IL/JACKSON
 HB1350  USGS QUAD   -  MURPHYSBORO (1978)
 HB1350
 HB1350                         *CURRENT SURVEY CONTROL
 HB1350  ___________________________________________________________________
 HB1350* NAD 83(1986)-  37 45 50.     (N)    089 21 12.     (W)     SCALED    
 HB1350* NAVD 88     -       118.203  (meters)     387.80   (feet)  ADJUSTED  
 HB1350  ___________________________________________________________________
 HB1350  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HB1350  DYNAMIC HT  -         118.121 (meters)     387.54  (feet)  COMP
 HB1350  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 HB1350
 HB1350  VERT ORDER  -  FIRST     CLASS II
 HB1350
 HB1350.The horizontal coordinates were scaled from a topographic map and have
 HB1350.an estimated accuracy of +/- 6 seconds.
 HB1350
 HB1350.The orthometric height was determined by differential leveling
 HB1350.and adjusted by the National Geodetic Survey in June 1991..
 HB1350
 HB1350.The geoid height was determined by GEOID03.
 HB1350
 HB1350.The dynamic height is computed by dividing the NAVD 88
 HB1350.geopotential number by the normal gravity value computed on the
 HB1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1350.degrees latitude (g = 980.6199 gals.).
 HB1350
 HB1350.The modeled gravity was interpolated from observed gravity values.
 HB1350
 HB1350;                    North         East    Units  Estimated Accuracy
 HB1350;SPC IL W     -   122,080.      771,660.      MT  (+/- 180 meters Scaled)
 HB1350
 HB1350                          SUPERSEDED SURVEY CONTROL
 HB1350
 HB1350  NGVD 29 (??/??/??)  118.124  (m)          387.55   (f) ADJUSTED    1 2
 HB1350
 HB1350.Superseded values are not recommended for survey control.
 HB1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1350.See file dsdata.txt to determine how the superseded data were derived.
 HB1350
 HB1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG927822(NAD 83)
 HB1350_MARKER: DB = BENCH MARK DISK
 HB1350_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HB1350_SP_SET: CONCRETE BASE OF PIERS
 HB1350_STAMPING: H 291 1981
 HB1350_MARK LOGO: NGS   
 HB1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1350
 HB1350  HISTORY     - Date     Condition        Report By
 HB1350  HISTORY     - 1981     MONUMENTED       NGS
 HB1350
 HB1350                          STATION DESCRIPTION
 HB1350
 HB1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1350'1.6 KM (1.0 MI) WEST FROM MURPHYSBORO.
 HB1350'1.6 KILOMETERS (1.0 MILE) WEST ALONG WALNUT STREET (STATE HIGHWAY 149)
 HB1350'FROM THE JACKSON COUNTY COURTHOUSE IN MURPHYSBORO TO THE MARK ON THE
 HB1350'LEFT IN TOP OF THE EAST END OF THE CONCRETE BASE OF THE SOUTH SET OF
 HB1350'PIERS SUPPORTING THE MISSOURI PACIFIC RAILROAD BRIDGE OVER STATE
 HB1350'HIGHWAY 149, 5.33 METERS (17.5 FEET) SOUTH OF THE CENTER LINE OF STATE
 HB1350'HIGHWAY 149, 0.76 METER (2.5 FEET) NORTH OF THE SOUTH EDGE OF THE
 HB1350'CONCRETE PIER BASE, 0.21 METER (0.7 FOOT) WEST OF THE EAST EDGE OF THE
 HB1350'CONCRETE PIER BASE.
 HB1350'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1312 ***********************************************************************
 HB1312  DESIGNATION -  H 292
 HB1312  PID         -  HB1312
 HB1312  STATE/COUNTY-  IL/UNION
 HB1312  USGS QUAD   -  WARE (1993)
 HB1312
 HB1312                         *CURRENT SURVEY CONTROL
 HB1312  ___________________________________________________________________
 HB1312* NAD 83(1986)-  37 27 54.     (N)    089 27 04.     (W)     SCALED    
 HB1312* NAVD 88     -       112.585  (meters)     369.37   (feet)  ADJUSTED  
 HB1312  ___________________________________________________________________
 HB1312  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB1312  DYNAMIC HT  -         112.507 (meters)     369.12  (feet)  COMP
 HB1312  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 HB1312
 HB1312  VERT ORDER  -  FIRST     CLASS II
 HB1312
 HB1312.The horizontal coordinates were scaled from a topographic map and have
 HB1312.an estimated accuracy of +/- 6 seconds.
 HB1312
 HB1312.The orthometric height was determined by differential leveling
 HB1312.and adjusted by the National Geodetic Survey in June 1991..
 HB1312
 HB1312.The geoid height was determined by GEOID03.
 HB1312
 HB1312.The dynamic height is computed by dividing the NAVD 88
 HB1312.geopotential number by the normal gravity value computed on the
 HB1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1312.degrees latitude (g = 980.6199 gals.).
 HB1312
 HB1312.The modeled gravity was interpolated from observed gravity values.
 HB1312
 HB1312;                    North         East    Units  Estimated Accuracy
 HB1312;SPC IL W     -    88,830.      763,300.      MT  (+/- 180 meters Scaled)
 HB1312
 HB1312                          SUPERSEDED SURVEY CONTROL
 HB1312
 HB1312  NGVD 29 (??/??/??)  112.492  (m)          369.07   (f) ADJUSTED    1 2
 HB1312
 HB1312.Superseded values are not recommended for survey control.
 HB1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1312.See file dsdata.txt to determine how the superseded data were derived.
 HB1312
 HB1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG832492(NAD 83)
 HB1312_MARKER: I = METAL ROD
 HB1312_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1312_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1312_STAMPING: H 292 1981
 HB1312_MARK LOGO: NGS   
 HB1312_PROJECTION: FLUSH
 HB1312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1312+STABILITY: POSITION/ELEVATION WELL
 HB1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1312+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 HB1312_ROD/PIPE-DEPTH: 23.2 meters
 HB1312_SLEEVE-DEPTH  : 6.1 meters
 HB1312
 HB1312  HISTORY     - Date     Condition        Report By
 HB1312  HISTORY     - 1981     MONUMENTED       NGS
 HB1312  HISTORY     - 20020828 GOOD             USACE
 HB1312
 HB1312                          STATION DESCRIPTION
 HB1312
 HB1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1312'13.8 KM (8.6 MI) NW FROM REYNOLDSVILLE.
 HB1312'1.1 KILOMETERS (0.7 MILE) WEST ALONG A GRAVELED ROAD FROM THE JUNCTION
 HB1312'OF STATE HIGHWAYS 3 AND 146 AND THE REYNOLDSVILLE MISSIONARY BABTIST
 HB1312'CHURCH IN REYNOLDSVILLE, THENCE 12.7 KILOMETERS (7.9 MILES) NORTH
 HB1312'ALONG THE LEVEE ROAD TO THE MARK ON THE RIGHT, 13.87 METERS (45.5
 HB1312'FEET)) SOUTHEAST OF THE JUNCTION OF ROAD LEADING OFF THE LEVEE,
 HB1312'3.35 METERS (11.0 FEET) NORTHEAST OF THE CENTER OF THE LEVEE ROAD.
 HB1312'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1312'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
 HB1312
 HB1312                          STATION RECOVERY (2002)
 HB1312
 HB1312'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1645 ***********************************************************************
 JA1645  DESIGNATION -  H 294
 JA1645  PID         -  JA1645
 JA1645  STATE/COUNTY-  IL/LAWRENCE
 JA1645  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1645
 JA1645                         *CURRENT SURVEY CONTROL
 JA1645  ___________________________________________________________________
 JA1645* NAD 83(1986)-  38 43 12.     (N)    087 38 48.     (W)     SCALED    
 JA1645* NAVD 88     -       134.044  (meters)     439.78   (feet)  ADJUSTED  
 JA1645  ___________________________________________________________________
 JA1645  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JA1645  DYNAMIC HT  -         133.962 (meters)     439.51  (feet)  COMP
 JA1645  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 JA1645
 JA1645  VERT ORDER  -  FIRST     CLASS II
 JA1645
 JA1645.The horizontal coordinates were scaled from a topographic map and have
 JA1645.an estimated accuracy of +/- 6 seconds.
 JA1645
 JA1645.The orthometric height was determined by differential leveling
 JA1645.and adjusted by the National Geodetic Survey in June 1991..
 JA1645
 JA1645.The geoid height was determined by GEOID03.
 JA1645
 JA1645.The dynamic height is computed by dividing the NAVD 88
 JA1645.geopotential number by the normal gravity value computed on the
 JA1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1645.degrees latitude (g = 980.6199 gals.).
 JA1645
 JA1645.The modeled gravity was interpolated from observed gravity values.
 JA1645
 JA1645;                    North         East    Units  Estimated Accuracy
 JA1645;SPC IL E     -   228,120.      359,720.      MT  (+/- 180 meters Scaled)
 JA1645
 JA1645                          SUPERSEDED SURVEY CONTROL
 JA1645
 JA1645.No superseded survey control is available for this station.
 JA1645
 JA1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH437859(NAD 83)
 JA1645_MARKER: I = METAL ROD
 JA1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JA1645_SP_SET: STAINLESS STEEL ROD
 JA1645_STAMPING: H 294 1986
 JA1645_MARK LOGO: NGS   
 JA1645_PROJECTION: FLUSH
 JA1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1645_ROD/PIPE-DEPTH: 7.1  meters
 JA1645
 JA1645  HISTORY     - Date     Condition        Report By
 JA1645  HISTORY     - 1986     MONUMENTED       NGS
 JA1645
 JA1645                          STATION DESCRIPTION
 JA1645
 JA1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1645'3.5 KM (2.2 MI) EAST FROM LAWRENCEVILLE.
 JA1645'2.9 KM (1.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 BUSINESS FROM THE
 JA1645'COURTHOUSE IN LAWRENCEVILLE, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG A
 JA1645'PAVED ROAD (OLD U.S. HIGHWAY 50), 11.8 M (38.7 FT) NORTH OF THE
 JA1645'CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) WEST OF A UTILITY POLE.
 JA1645'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JA1645'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JA1645'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1566 ***********************************************************************
 JB1566  DESIGNATION -  H 295
 JB1566  PID         -  JB1566
 JB1566  STATE/COUNTY-  IL/RICHLAND
 JB1566  USGS QUAD   -  OLNEY (1971)
 JB1566
 JB1566                         *CURRENT SURVEY CONTROL
 JB1566  ___________________________________________________________________
 JB1566* NAD 83(1986)-  38 43 27.     (N)    088 03 45.     (W)     SCALED    
 JB1566* NAVD 88     -       151.284  (meters)     496.34   (feet)  ADJUSTED  
 JB1566  ___________________________________________________________________
 JB1566  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB1566  DYNAMIC HT  -         151.192 (meters)     496.04  (feet)  COMP
 JB1566  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 JB1566
 JB1566  VERT ORDER  -  FIRST     CLASS II
 JB1566
 JB1566.The horizontal coordinates were scaled from a topographic map and have
 JB1566.an estimated accuracy of +/- 6 seconds.
 JB1566
 JB1566.The orthometric height was determined by differential leveling
 JB1566.and adjusted by the National Geodetic Survey in June 1991..
 JB1566
 JB1566.The geoid height was determined by GEOID03.
 JB1566
 JB1566.The dynamic height is computed by dividing the NAVD 88
 JB1566.geopotential number by the normal gravity value computed on the
 JB1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1566.degrees latitude (g = 980.6199 gals.).
 JB1566
 JB1566.The modeled gravity was interpolated from observed gravity values.
 JB1566
 JB1566;                    North         East    Units  Estimated Accuracy
 JB1566;SPC IL E     -   228,390.      323,550.      MT  (+/- 180 meters Scaled)
 JB1566
 JB1566                          SUPERSEDED SURVEY CONTROL
 JB1566
 JB1566.No superseded survey control is available for this station.
 JB1566
 JB1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH076867(NAD 83)
 JB1566_MARKER: DB = BENCH MARK DISK
 JB1566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JB1566_SP_SET: PIER
 JB1566_STAMPING: H 295 1986
 JB1566_MARK LOGO: NGS   
 JB1566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JB1566+STABILITY: POSITION/ELEVATION WELL
 JB1566
 JB1566  HISTORY     - Date     Condition        Report By
 JB1566  HISTORY     - 1986     MONUMENTED       NGS
 JB1566
 JB1566                          STATION DESCRIPTION
 JB1566
 JB1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1566'2.8 KM (1.75 MI) EAST FROM OLNEY.
 JB1566'2.8 KM (1.75 MI) EASTERLY ALONG THE CHESSIE SYSTEM RAILROAD FROM ITS
 JB1566'JUNCTION WITH STATE HIGHWAY 130 IN OLNEY, SET VERTICALLY IN THE WEST
 JB1566'FACE OF THE PIER CAP OF THE FIRST PIER NORTHEAST OF THE SOUTHWEST
 JB1566'ABUTMENT OF THE U.S. HIGHWAY 50 OVERPASS OF THE RAILROAD, AND 9.4 M
 JB1566'(30.8 FT) SOUTH OF THE NEAR RAIL.
 JB1566'THE MARK IS 1.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1571 ***********************************************************************
 JB1571  DESIGNATION -  H 296
 JB1571  PID         -  JB1571
 JB1571  STATE/COUNTY-  IL/RICHLAND
 JB1571  USGS QUAD   -  NOBLE (1971)
 JB1571
 JB1571                         *CURRENT SURVEY CONTROL
 JB1571  ___________________________________________________________________
 JB1571* NAD 83(1986)-  38 42 33.     (N)    088 11 38.     (W)     SCALED    
 JB1571* NAVD 88     -       141.970  (meters)     465.78   (feet)  ADJUSTED  
 JB1571  ___________________________________________________________________
 JB1571  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JB1571  DYNAMIC HT  -         141.884 (meters)     465.50  (feet)  COMP
 JB1571  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 JB1571
 JB1571  VERT ORDER  -  FIRST     CLASS II
 JB1571
 JB1571.The horizontal coordinates were scaled from a topographic map and have
 JB1571.an estimated accuracy of +/- 6 seconds.
 JB1571
 JB1571.The orthometric height was determined by differential leveling
 JB1571.and adjusted by the National Geodetic Survey in June 1991..
 JB1571
 JB1571.The geoid height was determined by GEOID03.
 JB1571
 JB1571.The dynamic height is computed by dividing the NAVD 88
 JB1571.geopotential number by the normal gravity value computed on the
 JB1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1571.degrees latitude (g = 980.6199 gals.).
 JB1571
 JB1571.The modeled gravity was interpolated from observed gravity values.
 JB1571
 JB1571;                    North         East    Units  Estimated Accuracy
 JB1571;SPC IL E     -   226,700.      312,130.      MT  (+/- 180 meters Scaled)
 JB1571
 JB1571                          SUPERSEDED SURVEY CONTROL
 JB1571
 JB1571.No superseded survey control is available for this station.
 JB1571
 JB1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH961851(NAD 83)
 JB1571_MARKER: I = METAL ROD
 JB1571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1571_SP_SET: STAINLESS STEEL ROD
 JB1571_STAMPING: H 296 1986
 JB1571_MARK LOGO: NGS   
 JB1571_PROJECTION: FLUSH
 JB1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1571_ROD/PIPE-DEPTH: 3.7  meters
 JB1571
 JB1571  HISTORY     - Date     Condition        Report By
 JB1571  HISTORY     - 1986     MONUMENTED       NGS
 JB1571
 JB1571                          STATION DESCRIPTION
 JB1571
 JB1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1571'11.8 KM (7.35 MI) WEST FROM OLNEY.
 JB1571'1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION WITH
 JB1571'THE CHESSIE SYSTEM RAILROAD IN OLNEY, THENCE 6.6 KM (4.1 MI) WESTERLY
 JB1571'ALONG U.S. HIGHWAY 50, THENCE 1.5 KM (0.95 MI) NORTH ALONG COUNTY ROAD
 JB1571'700 E, THENCE 2.5 KM (1.55 MI) WESTERLY ALONG STATE HIGHWAY 250, 36.5
 JB1571'M (119.8 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, AND 8.5 M (27.9
 JB1571'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 JB1571'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1571'THE MARK IS 0.8 METERS  NW FROM  A WITNESS POST AND FENCE
 JB1571'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1684 ***********************************************************************
 LC1684  DESIGNATION -  H 297
 LC1684  PID         -  LC1684
 LC1684  STATE/COUNTY-  IL/MCLEAN
 LC1684  USGS QUAD   -  LE ROY (1981)
 LC1684
 LC1684                         *CURRENT SURVEY CONTROL
 LC1684  ___________________________________________________________________
 LC1684* NAD 83(1986)-  40 21 58.     (N)    088 48 35.     (W)     SCALED    
 LC1684* NAVD 88     -       247.898  (meters)     813.31   (feet)  ADJUSTED  
 LC1684  ___________________________________________________________________
 LC1684  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LC1684  DYNAMIC HT  -         247.779 (meters)     812.92  (feet)  COMP
 LC1684  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 LC1684
 LC1684  VERT ORDER  -  FIRST     CLASS II
 LC1684
 LC1684.The horizontal coordinates were scaled from a topographic map and have
 LC1684.an estimated accuracy of +/- 6 seconds.
 LC1684
 LC1684.The orthometric height was determined by differential leveling
 LC1684.and adjusted by the National Geodetic Survey in June 1991..
 LC1684
 LC1684.The geoid height was determined by GEOID03.
 LC1684
 LC1684.The dynamic height is computed by dividing the NAVD 88
 LC1684.geopotential number by the normal gravity value computed on the
 LC1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1684.degrees latitude (g = 980.6199 gals.).
 LC1684
 LC1684.The modeled gravity was interpolated from observed gravity values.
 LC1684
 LC1684;                    North         East    Units  Estimated Accuracy
 LC1684;SPC IL E     -   410,760.      259,540.      MT  (+/- 180 meters Scaled)
 LC1684
 LC1684                          SUPERSEDED SURVEY CONTROL
 LC1684
 LC1684.No superseded survey control is available for this station.
 LC1684
 LC1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK463699(NAD 83)
 LC1684_MARKER: I = METAL ROD
 LC1684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1684_SP_SET: STAINLESS STEEL ROD
 LC1684_STAMPING: H 297 1986
 LC1684_MARK LOGO: NGS   
 LC1684_PROJECTION: FLUSH
 LC1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1684_ROD/PIPE-DEPTH: 14.0 meters
 LC1684
 LC1684  HISTORY     - Date     Condition        Report By
 LC1684  HISTORY     - 1986     MONUMENTED       NGS
 LC1684
 LC1684                          STATION DESCRIPTION
 LC1684
 LC1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1684'17.3 KM (10.75 MI) SE FROM BLOOMINGTON.
 LC1684'17.3 KM (10.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS
 LC1684'JUNCTION WITH INTERSTATE HIGHWAY 55 BUSINESS LOOP IN BLOOMINGTON, 32.0
 LC1684'M (105.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3 FT)
 LC1684'EAST OF THE CENTER OF COUNTY ROAD 2375 E, AND 1.0 M (3.3 FT) SOUTH OF
 LC1684'A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LC1684'LOGO CAP.
 LC1684'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 LC1684'THE MARK IS 0.3 M BELOW THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0070 ***********************************************************************
 JB0070  DESIGNATION -  H 3 USGS
 JB0070  PID         -  JB0070
 JB0070  STATE/COUNTY-  IL/JASPER
 JB0070  USGS QUAD   -  NEWTON (1985)
 JB0070
 JB0070                         *CURRENT SURVEY CONTROL
 JB0070  ___________________________________________________________________
 JB0070* NAD 83(1986)-  38 59 27.     (N)    088 09 31.     (W)     SCALED    
 JB0070* NAVD 88     -       156.113  (meters)     512.18   (feet)  ADJUSTED  
 JB0070  ___________________________________________________________________
 JB0070  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JB0070  DYNAMIC HT  -         156.020 (meters)     511.88  (feet)  COMP
 JB0070  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 JB0070
 JB0070  VERT ORDER  -  FIRST     CLASS II
 JB0070
 JB0070.The horizontal coordinates were scaled from a topographic map and have
 JB0070.an estimated accuracy of +/- 6 seconds.
 JB0070
 JB0070.The orthometric height was determined by differential leveling
 JB0070.and adjusted by the National Geodetic Survey in June 1991..
 JB0070
 JB0070.The geoid height was determined by GEOID03.
 JB0070
 JB0070.The dynamic height is computed by dividing the NAVD 88
 JB0070.geopotential number by the normal gravity value computed on the
 JB0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0070.degrees latitude (g = 980.6199 gals.).
 JB0070
 JB0070.The modeled gravity was interpolated from observed gravity values.
 JB0070
 JB0070;                    North         East    Units  Estimated Accuracy
 JB0070;SPC IL E     -   257,980.      315,140.      MT  (+/- 180 meters Scaled)
 JB0070
 JB0070                          SUPERSEDED SURVEY CONTROL
 JB0070
 JB0070  NGVD 29 (??/??/92)  156.180  (m)          512.40   (f) ADJ UNCH    1 2
 JB0070
 JB0070.Superseded values are not recommended for survey control.
 JB0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0070.See file dsdata.txt to determine how the superseded data were derived.
 JB0070
 JB0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ996163(NAD 83)
 JB0070_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 JB0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0070_STAMPING: ILLINOIS 512 1906
 JB0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0070
 JB0070  HISTORY     - Date     Condition        Report By
 JB0070  HISTORY     - 1906     MONUMENTED       USGS
 JB0070  HISTORY     - 1956     GOOD             NGS
 JB0070
 JB0070                          STATION DESCRIPTION
 JB0070
 JB0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0070'AT NEWTON.
 JB0070'AT NEWTON, ALONG THE ILLINOIS CENTRAL RAILROAD, ABOUT 61 YARDS
 JB0070'NORTHWEST ALONG THE TRACK FROM THE STATION, AT CROSSING OF
 JB0070'WASHINGTON STREET, 69 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN
 JB0070'TRACK, 6 1/2 FEET SOUTH OF SOUTH CURB OF WASHINGTON STREET, 18
 JB0070'FEET WEST OF A FIRE HYDRANT, 0.3 FOOT NORTH OF NORTH EDGE OF A
 JB0070'CONCRETE SIDE WALK, 1 INCH ABOVE LEVEL OF SIDE WALK AND IS A
 JB0070'U.S.G.S. PIPE PROJECTING 2 INCHES.  NOTE-- THE MARK APPEARS TO
 JB0070'BE IN GOOD CONDITION, HOWEVER, NEW LEVELING INDICATES THAT MARK
 JB0070'HAS MOVED.  THE OLD DESCRIPTION IS INADEQUATE AND IT CANNOT BE
 JB0070'DETERMINED IF THE MARK WAS RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2120 ***********************************************************************
 LB2120  DESIGNATION -  H 300
 LB2120  PID         -  LB2120
 LB2120  STATE/COUNTY-  IL/VERMILION
 LB2120  USGS QUAD   -  DANVILLE SW (1978)
 LB2120
 LB2120                         *CURRENT SURVEY CONTROL
 LB2120  ___________________________________________________________________
 LB2120* NAD 83(1986)-  40 07 02.     (N)    087 38 11.     (W)     SCALED    
 LB2120* NAVD 88     -       190.312  (meters)     624.38   (feet)  ADJUSTED  
 LB2120  ___________________________________________________________________
 LB2120  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LB2120  DYNAMIC HT  -         190.218 (meters)     624.07  (feet)  COMP
 LB2120  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 LB2120
 LB2120  VERT ORDER  -  FIRST     CLASS II
 LB2120
 LB2120.The horizontal coordinates were scaled from a topographic map and have
 LB2120.an estimated accuracy of +/- 6 seconds.
 LB2120
 LB2120.The orthometric height was determined by differential leveling
 LB2120.and adjusted by the National Geodetic Survey in June 1991..
 LB2120
 LB2120.The geoid height was determined by GEOID03.
 LB2120
 LB2120.The dynamic height is computed by dividing the NAVD 88
 LB2120.geopotential number by the normal gravity value computed on the
 LB2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2120.degrees latitude (g = 980.6199 gals.).
 LB2120
 LB2120.The modeled gravity was interpolated from observed gravity values.
 LB2120
 LB2120;                    North         East    Units  Estimated Accuracy
 LB2120;SPC IL E     -   383,250.      359,410.      MT  (+/- 180 meters Scaled)
 LB2120
 LB2120                          SUPERSEDED SURVEY CONTROL
 LB2120
 LB2120.No superseded survey control is available for this station.
 LB2120
 LB2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK457409(NAD 83)
 LB2120_MARKER: I = METAL ROD
 LB2120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2120_SP_SET: STAINLESS STEEL ROD
 LB2120_STAMPING: H 300 1986
 LB2120_MARK LOGO: NGS   
 LB2120_PROJECTION: RECESSED 2 CENTIMETERS
 LB2120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2120_ROD/PIPE-DEPTH: 6.6  meters
 LB2120
 LB2120  HISTORY     - Date     Condition        Report By
 LB2120  HISTORY     - 1986     MONUMENTED       NGS
 LB2120
 LB2120                          STATION DESCRIPTION
 LB2120
 LB2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2120'IN SOUTH DANVILLE.
 LB2120'IN SOUTH DANVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 150 AND BRIDGE
 LB2120'STREET, 26.4 M (86.6 FT) WEST OF THE CENTER OF THE HIGHWAY, 8.9 M
 LB2120'(29.2 FT) EAST OF A FIRE HYDRANT, 7.3 M (24.0 FT) NORTH OF THE CENTER
 LB2120'OF THE STREET, AND 2.8 M (9.2 FT) SOUTH OF THE SOUTH EDGE OF ARBYS
 LB2120'PARKING LOT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LB2120'CAP.
 LB2120'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 LB2120'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1647 ***********************************************************************
 LC1647  DESIGNATION -  H 301
 LC1647  PID         -  LC1647
 LC1647  STATE/COUNTY-  IL/CHAMPAIGN
 LC1647  USGS QUAD   -  URBANA (1975)
 LC1647
 LC1647                         *CURRENT SURVEY CONTROL
 LC1647  ___________________________________________________________________
 LC1647* NAD 83(1986)-  40 01 31.     (N)    088 08 34.     (W)     SCALED    
 LC1647* NAVD 88     -       210.217  (meters)     689.69   (feet)  ADJUSTED  
 LC1647  ___________________________________________________________________
 LC1647  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC1647  DYNAMIC HT  -         210.109 (meters)     689.33  (feet)  COMP
 LC1647  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 LC1647
 LC1647  VERT ORDER  -  FIRST     CLASS II
 LC1647
 LC1647.The horizontal coordinates were scaled from a topographic map and have
 LC1647.an estimated accuracy of +/- 6 seconds.
 LC1647
 LC1647.The orthometric height was determined by differential leveling
 LC1647.and adjusted by the National Geodetic Survey in June 1991..
 LC1647
 LC1647.The geoid height was determined by GEOID03.
 LC1647
 LC1647.The dynamic height is computed by dividing the NAVD 88
 LC1647.geopotential number by the normal gravity value computed on the
 LC1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1647.degrees latitude (g = 980.6199 gals.).
 LC1647
 LC1647.The modeled gravity was interpolated from observed gravity values.
 LC1647
 LC1647;                    North         East    Units  Estimated Accuracy
 LC1647;SPC IL E     -   372,820.      316,270.      MT  (+/- 180 meters Scaled)
 LC1647
 LC1647                          SUPERSEDED SURVEY CONTROL
 LC1647
 LC1647.No superseded survey control is available for this station.
 LC1647
 LC1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK024311(NAD 83)
 LC1647_MARKER: I = METAL ROD
 LC1647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1647_SP_SET: STAINLESS STEEL ROD
 LC1647_STAMPING: H 301 1986
 LC1647_MARK LOGO: NGS   
 LC1647_PROJECTION: FLUSH
 LC1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1647+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 LC1647_ROD/PIPE-DEPTH: 9.7  meters
 LC1647
 LC1647  HISTORY     - Date     Condition        Report By
 LC1647  HISTORY     - 1986     MONUMENTED       NGS
 LC1647  HISTORY     - 20051205 GOOD             ILDT
 LC1647
 LC1647                          STATION DESCRIPTION
 LC1647
 LC1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1647'15.1 KM (9.4 MI) SOUTH FROM URBANA.
 LC1647'13.5 KM (8.4 MI) SOUTHERLY ALONG STATE HIGHWAY 130 FROM ITS JUNCTION
 LC1647'WITH U.S. HIGHWAY 150 IN URBANA, THENCE 1.6 KM (1.0 MI) EAST ALONG
 LC1647'COUNTY ROAD 512, OR 16.3 KM (10.1 MI) WESTERLY ALONG COUNTY ROAD 512
 LC1647'FROM ITS NORTH JUNCTION WITH STATE HIGHWAY 49 IN HOMER, 46.6 M (152.9
 LC1647'FT) SOUTH OF THE CENTERLINE OF THE ROAD, 7.8 M (25.6 FT) WEST OF THE
 LC1647'CENTER OF COUNTY ROAD 1700 E, AND 0.9 M (3.0 FT) NORTH OF A UTILITY
 LC1647'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LC1647'THE MARK IS 0.7 METERS  NNW FROM  A WITNESS POST
 LC1647'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LC1647
 LC1647                          STATION RECOVERY (2005)
 LC1647
 LC1647'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1647'2.5 FT. SE OF A POWER POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0019 ***********************************************************************
 LD0019  DESIGNATION -  H 31
 LD0019  PID         -  LD0019
 LD0019  STATE/COUNTY-  IL/KNOX
 LD0019  USGS QUAD   -  WILLIAMSFIELD (1982)
 LD0019
 LD0019                         *CURRENT SURVEY CONTROL
 LD0019  ___________________________________________________________________
 LD0019* NAD 83(1986)-  40 55 20.     (N)    090 03 40.     (W)     SCALED    
 LD0019* NAVD 88     -       201.242  (meters)     660.24   (feet)  ADJUSTED  
 LD0019  ___________________________________________________________________
 LD0019  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0019  DYNAMIC HT  -         201.153 (meters)     659.95  (feet)  COMP
 LD0019  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 LD0019
 LD0019  VERT ORDER  -  SECOND    CLASS 0
 LD0019
 LD0019.The horizontal coordinates were scaled from a topographic map and have
 LD0019.an estimated accuracy of +/- 6 seconds.
 LD0019
 LD0019.The orthometric height was determined by differential leveling
 LD0019.and adjusted by the National Geodetic Survey in June 1991..
 LD0019
 LD0019.The geoid height was determined by GEOID03.
 LD0019
 LD0019.The dynamic height is computed by dividing the NAVD 88
 LD0019.geopotential number by the normal gravity value computed on the
 LD0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0019.degrees latitude (g = 980.6199 gals.).
 LD0019
 LD0019.The modeled gravity was interpolated from observed gravity values.
 LD0019
 LD0019;                    North         East    Units  Estimated Accuracy
 LD0019;SPC IL W     -   472,390.      708,890.      MT  (+/- 180 meters Scaled)
 LD0019
 LD0019                          SUPERSEDED SURVEY CONTROL
 LD0019
 LD0019  NGVD 29 (??/??/92)  201.310  (m)          660.46   (f) ADJ UNCH    2 0
 LD0019
 LD0019.Superseded values are not recommended for survey control.
 LD0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0019.See file dsdata.txt to determine how the superseded data were derived.
 LD0019
 LD0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF474342(NAD 83)
 LD0019_MARKER: DB = BENCH MARK DISK
 LD0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0019_SP_SET: BRIDGE
 LD0019_STAMPING: H 31 1934
 LD0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0019
 LD0019  HISTORY     - Date     Condition        Report By
 LD0019  HISTORY     - 1934     MONUMENTED       CGS
 LD0019  HISTORY     - 1942     GOOD             NGS
 LD0019  HISTORY     - 19971031 GOOD             USPSQD
 LD0019
 LD0019                          STATION DESCRIPTION
 LD0019
 LD0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0019'2.3 MI W FROM WILLIAMSFIELD.
 LD0019'2.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0019'FROM THE STATION AT WILLIAMSFIELD, KNOX COUNTY, AT A ROAD
 LD0019'CROSSING, AT OVERPASS 160 H, IN THE TOP OF THE SOUTH END OF THE
 LD0019'EAST CONCRETE ABUTMENT, AND 2 FEET LOWER THAN THE TRACK.  A
 LD0019'STANDARD DISK, STAMPED H 31 1934.
 LD0019
 LD0019                          STATION RECOVERY (1997)
 LD0019
 LD0019'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0439 ***********************************************************************
 LD0439  DESIGNATION -  H 32
 LD0439  PID         -  LD0439
 LD0439  STATE/COUNTY-  IL/WARREN
 LD0439  USGS QUAD   -  CAMERON (1996)
 LD0439
 LD0439                         *CURRENT SURVEY CONTROL
 LD0439  ___________________________________________________________________
 LD0439* NAD 83(1986)-  40 53 25.     (N)    090 34 24.     (W)     SCALED    
 LD0439* NAVD 88     -       235.322  (meters)     772.05   (feet)  ADJUSTED  
 LD0439  ___________________________________________________________________
 LD0439  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0439  DYNAMIC HT  -         235.216 (meters)     771.70  (feet)  COMP
 LD0439  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 LD0439
 LD0439  VERT ORDER  -  SECOND    CLASS 0
 LD0439
 LD0439.The horizontal coordinates were scaled from a topographic map and have
 LD0439.an estimated accuracy of +/- 6 seconds.
 LD0439
 LD0439.The orthometric height was determined by differential leveling
 LD0439.and adjusted by the National Geodetic Survey in June 1991..
 LD0439
 LD0439.The geoid height was determined by GEOID03.
 LD0439
 LD0439.The dynamic height is computed by dividing the NAVD 88
 LD0439.geopotential number by the normal gravity value computed on the
 LD0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0439.degrees latitude (g = 980.6199 gals.).
 LD0439
 LD0439.The modeled gravity was interpolated from observed gravity values.
 LD0439
 LD0439;                    North         East    Units  Estimated Accuracy
 LD0439;SPC IL W     -   468,920.      665,730.      MT  (+/- 180 meters Scaled)
 LD0439
 LD0439                          SUPERSEDED SURVEY CONTROL
 LD0439
 LD0439  NGVD 29 (??/??/92)  235.377  (m)          772.23   (f) ADJ UNCH    2 0
 LD0439
 LD0439.Superseded values are not recommended for survey control.
 LD0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0439.See file dsdata.txt to determine how the superseded data were derived.
 LD0439
 LD0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF044294(NAD 83)
 LD0439_MARKER: DB = BENCH MARK DISK
 LD0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0439_STAMPING: H 32 1934
 LD0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0439+STABILITY: SURFACE MOTION
 LD0439
 LD0439  HISTORY     - Date     Condition        Report By
 LD0439  HISTORY     - 1934     MONUMENTED       CGS
 LD0439  HISTORY     - 1943     GOOD             NGS
 LD0439  HISTORY     - 1979     MARK NOT FOUND   USGS
 LD0439  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0439
 LD0439                          STATION DESCRIPTION
 LD0439
 LD0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0439'3 MI W FROM CAMERON.
 LD0439'3.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0439'FROM THE STATION AT CAMERON, WARREN COUNTY, AT A ROAD CROSSING,
 LD0439'48 FEET EAST OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTH OF THE
 LD0439'CENTERLINE OF THE SOUTH TRACK, AND 6 FEET SOUTHEAST OF A POLE.
 LD0439'A STANDARD DISK, STAMPED  32 1934 AND SET IN THE TOP OF A
 LD0439'CONCRETE POST.
 LD0439
 LD0439                          STATION RECOVERY (1979)
 LD0439
 LD0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LD0439'MARK NOT FOUND.
 LD0439
 LD0439                          STATION RECOVERY (2001)
 LD0439
 LD0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0439'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0501 ***********************************************************************
 LD0501  DESIGNATION -  H 33
 LD0501  PID         -  LD0501
 LD0501  STATE/COUNTY-  IL/HENDERSON
 LD0501  USGS QUAD   -  LOMAX (1964)
 LD0501
 LD0501                         *CURRENT SURVEY CONTROL
 LD0501  ___________________________________________________________________
 LD0501* NAD 83(1986)-  40 41 04.     (N)    091 04 12.     (W)     SCALED    
 LD0501* NAVD 88     -       169.234  (meters)     555.23   (feet)  ADJUSTED  
 LD0501  ___________________________________________________________________
 LD0501  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0501  DYNAMIC HT  -         169.154 (meters)     554.97  (feet)  COMP
 LD0501  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 LD0501
 LD0501  VERT ORDER  -  SECOND    CLASS 0
 LD0501
 LD0501.The horizontal coordinates were scaled from a topographic map and have
 LD0501.an estimated accuracy of +/- 6 seconds.
 LD0501
 LD0501.The orthometric height was determined by differential leveling
 LD0501.and adjusted by the National Geodetic Survey in June 1991..
 LD0501
 LD0501.The geoid height was determined by GEOID03.
 LD0501
 LD0501.The dynamic height is computed by dividing the NAVD 88
 LD0501.geopotential number by the normal gravity value computed on the
 LD0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0501.degrees latitude (g = 980.6199 gals.).
 LD0501
 LD0501.The modeled gravity was interpolated from observed gravity values.
 LD0501
 LD0501;                    North         East    Units  Estimated Accuracy
 LD0501;SPC IL W     -   446,380.      623,640.      MT  (+/- 180 meters Scaled)
 LD0501
 LD0501                          SUPERSEDED SURVEY CONTROL
 LD0501
 LD0501  NGVD 29 (??/??/92)  169.286  (m)          555.40   (f) ADJ UNCH    2 0
 LD0501
 LD0501.Superseded values are not recommended for survey control.
 LD0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0501.See file dsdata.txt to determine how the superseded data were derived.
 LD0501
 LD0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF630055(NAD 83)
 LD0501_MARKER: DB = BENCH MARK DISK
 LD0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0501_STAMPING: H 33 1934
 LD0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0501+STABILITY: SURFACE MOTION
 LD0501
 LD0501  HISTORY     - Date     Condition        Report By
 LD0501  HISTORY     - 1934     MONUMENTED       CGS
 LD0501  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0501
 LD0501                          STATION DESCRIPTION
 LD0501
 LD0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0501'0.4 MI NE FROM LOMAX.
 LD0501'0.4 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0501'RAILWAY FROM THE STATION AT LOMAX, HENDERSON COUNTY, AT POLE
 LD0501'218+16, 84 FEET EAST OF THE CENTER OF A ROAD CROSSING, 18 FEET
 LD0501'NORTH OF THE CENTERLINE OF THE TRACK, AND 2.5 FEET LOWER THAN
 LD0501'THE TRACK.  A STANDARD DISK, STAMPED H 33 1934 AND SET IN THE TOP
 LD0501'OF A CONCRETE POST.
 LD0501
 LD0501                          STATION RECOVERY (2001)
 LD0501
 LD0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0501'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1206 ***********************************************************************
 LC1206  DESIGNATION -  H 37
 LC1206  PID         -  LC1206
 LC1206  STATE/COUNTY-  IL/TAZEWELL
 LC1206  USGS QUAD   -  NATRONA (1980)
 LC1206
 LC1206                         *CURRENT SURVEY CONTROL
 LC1206  ___________________________________________________________________
 LC1206* NAD 83(1986)-  40 20 56.     (N)    089 37 53.     (W)     SCALED    
 LC1206* NAVD 88     -       158.926  (meters)     521.41   (feet)  ADJUSTED  
 LC1206  ___________________________________________________________________
 LC1206  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LC1206  DYNAMIC HT  -         158.848 (meters)     521.15  (feet)  COMP
 LC1206  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 LC1206
 LC1206  VERT ORDER  -  SECOND    CLASS 0
 LC1206
 LC1206.The horizontal coordinates were scaled from a topographic map and have
 LC1206.an estimated accuracy of +/- 6 seconds.
 LC1206
 LC1206.The orthometric height was determined by differential leveling
 LC1206.and adjusted by the National Geodetic Survey in June 1991..
 LC1206
 LC1206.The geoid height was determined by GEOID03.
 LC1206
 LC1206.The dynamic height is computed by dividing the NAVD 88
 LC1206.geopotential number by the normal gravity value computed on the
 LC1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1206.degrees latitude (g = 980.6199 gals.).
 LC1206
 LC1206.The modeled gravity was interpolated from observed gravity values.
 LC1206
 LC1206;                    North         East    Units  Estimated Accuracy
 LC1206;SPC IL W     -   408,860.      745,470.      MT  (+/- 180 meters Scaled)
 LC1206
 LC1206                          SUPERSEDED SURVEY CONTROL
 LC1206
 LC1206  NGVD 29 (??/??/92)  159.026  (m)          521.74   (f) ADJ UNCH    2 0
 LC1206
 LC1206.Superseded values are not recommended for survey control.
 LC1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1206.See file dsdata.txt to determine how the superseded data were derived.
 LC1206
 LC1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK765698(NAD 83)
 LC1206_MARKER: DB = BENCH MARK DISK
 LC1206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1206_SP_SET: BRIDGE
 LC1206_STAMPING: H 37 1934
 LC1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1206
 LC1206  HISTORY     - Date     Condition        Report By
 LC1206  HISTORY     - 1934     MONUMENTED       CGS
 LC1206  HISTORY     - 1954     GOOD             NGS
 LC1206
 LC1206                          STATION DESCRIPTION
 LC1206
 LC1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1206'3.8 MI S FROM GREEN VALLEY.
 LC1206'ABOUT 3.8 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 LC1206'FROM THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT GREEN
 LC1206'VALLEY, ABOUT 3.45 MILES NORTH OF THE GRAIN ELEVATOR AT SAN JOSE,
 LC1206'MASON COUNTY, AT WINKEL, IN THE TOP OF THE EAST WING WALL OF
 LC1206'NORTH CONCRETE ABUTMENT OF AN ABANDONED BRIDGE, 41 FEET EAST OF
 LC1206'EAST RAIL, 185 FEET SOUTH-SOUTHEAST AND ACROSS TRACK FROM MILE
 LC1206'POST 179, 58 FEET EAST-NORTHEAST OF CENTER OF A GRAVEL ROAD
 LC1206'CROSSING, 48 FEET EAST OF NORTHEAST CORNER OF RAILROAD TRESTLE
 LC1206'NO. 179.0, 32 FEET NORTH OF CENTER LINE OF ROAD, AND ABOUT 2
 LC1206'FEET BELOW THE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0529 ***********************************************************************
 LC0529  DESIGNATION -  H 39
 LC0529  PID         -  LC0529
 LC0529  STATE/COUNTY-  IL/MCLEAN
 LC0529  USGS QUAD   -  ARROWSMITH (1983)
 LC0529
 LC0529                         *CURRENT SURVEY CONTROL
 LC0529  ___________________________________________________________________
 LC0529* NAD 83(1986)-  40 27 00.     (N)    088 42 58.     (W)     SCALED    
 LC0529* NAVD 88     -       266.262  (meters)     873.56   (feet)  ADJUSTED  
 LC0529  ___________________________________________________________________
 LC0529  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC0529  DYNAMIC HT  -         266.134 (meters)     873.14  (feet)  COMP
 LC0529  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 LC0529
 LC0529  VERT ORDER  -  SECOND    CLASS 0
 LC0529
 LC0529.The horizontal coordinates were scaled from a topographic map and have
 LC0529.an estimated accuracy of +/- 6 seconds.
 LC0529
 LC0529.The orthometric height was determined by differential leveling
 LC0529.and adjusted by the National Geodetic Survey in June 1991..
 LC0529
 LC0529.The geoid height was determined by GEOID03.
 LC0529
 LC0529.The dynamic height is computed by dividing the NAVD 88
 LC0529.geopotential number by the normal gravity value computed on the
 LC0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0529.degrees latitude (g = 980.6199 gals.).
 LC0529
 LC0529.The modeled gravity was interpolated from observed gravity values.
 LC0529
 LC0529;                    North         East    Units  Estimated Accuracy
 LC0529;SPC IL E     -   420,040.      267,530.      MT  (+/- 180 meters Scaled)
 LC0529
 LC0529                          SUPERSEDED SURVEY CONTROL
 LC0529
 LC0529  NGVD 29 (??/??/92)  266.314  (m)          873.73   (f) ADJ UNCH    2 0
 LC0529
 LC0529.Superseded values are not recommended for survey control.
 LC0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0529.See file dsdata.txt to determine how the superseded data were derived.
 LC0529
 LC0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK544791(NAD 83)
 LC0529_MARKER: DB = BENCH MARK DISK
 LC0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0529_SP_SET: BUILDING
 LC0529_STAMPING: H 39 1934 873.899
 LC0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0529
 LC0529  HISTORY     - Date     Condition        Report By
 LC0529  HISTORY     - 1934     MONUMENTED       CGS
 LC0529
 LC0529                          STATION DESCRIPTION
 LC0529
 LC0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0529'AT ELLSWORTH.
 LC0529'AT ELLSWORTH, MCLEAN  COUNTY, IN THE EAST SIDE OF THE BANK OF
 LC0529'ELLSWORTH, MIDWAY BETWEEN THE DOOR AND THE SOUTHEAST CORNER, AND
 LC0529'4-1/2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED H 39
 LC0529'1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1944 ***********************************************************************
 LB1944  DESIGNATION -  H 41
 LB1944  PID         -  LB1944
 LB1944  STATE/COUNTY-  IL/IROQUOIS
 LB1944  USGS QUAD   -  SHELDON (1980)
 LB1944
 LB1944                         *CURRENT SURVEY CONTROL
 LB1944  ___________________________________________________________________
 LB1944* NAD 83(1986)-  40 46 21.     (N)    087 36 12.     (W)     SCALED    
 LB1944* NAVD 88     -       207.296  (meters)     680.10   (feet)  ADJUSTED  
 LB1944  ___________________________________________________________________
 LB1944  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LB1944  DYNAMIC HT  -         207.202 (meters)     679.80  (feet)  COMP
 LB1944  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 LB1944
 LB1944  VERT ORDER  -  SECOND    CLASS 0
 LB1944
 LB1944.The horizontal coordinates were scaled from a topographic map and have
 LB1944.an estimated accuracy of +/- 6 seconds.
 LB1944
 LB1944.The orthometric height was determined by differential leveling
 LB1944.and adjusted by the National Geodetic Survey in June 1991..
 LB1944
 LB1944.The geoid height was determined by GEOID03.
 LB1944
 LB1944.The dynamic height is computed by dividing the NAVD 88
 LB1944.geopotential number by the normal gravity value computed on the
 LB1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1944.degrees latitude (g = 980.6199 gals.).
 LB1944
 LB1944.The modeled gravity was interpolated from observed gravity values.
 LB1944
 LB1944;                    North         East    Units  Estimated Accuracy
 LB1944;SPC IL E     -   456,040.      361,630.      MT  (+/- 180 meters Scaled)
 LB1944
 LB1944                          SUPERSEDED SURVEY CONTROL
 LB1944
 LB1944  NGVD 29 (??/??/92)  207.360  (m)          680.31   (f) ADJ UNCH    2 0
 LB1944
 LB1944.Superseded values are not recommended for survey control.
 LB1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1944.See file dsdata.txt to determine how the superseded data were derived.
 LB1944
 LB1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL490136(NAD 83)
 LB1944_MARKER: DB = BENCH MARK DISK
 LB1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1944_STAMPING: H 41 1934
 LB1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1944+STABILITY: SURFACE MOTION
 LB1944
 LB1944  HISTORY     - Date     Condition        Report By
 LB1944  HISTORY     - 1934     MONUMENTED       CGS
 LB1944  HISTORY     - 1963     MARK NOT FOUND   NGS
 LB1944
 LB1944                          STATION DESCRIPTION
 LB1944
 LB1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1944'AT WEBSTER.
 LB1944'AT WEBSTER, IROQUOIS COUNTY, AT THE CROSSING OF THE TOLEDO, PEORIA
 LB1944'AND WESTERN RAILROAD AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 LB1944'PACIFIC RAILROAD, 147 FEET NORTH OF THE CENTERLINE OF THE T.P.
 LB1944'AND W. TRACK, 100 FEET NORTH OF A CORNER FENCE POST, 1 FOOT WEST
 LB1944'OF THE EAST C.M.ST.P. AND P. RIGHT-OF-WAY FENCE, AND ABOUT 7
 LB1944'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 41 1934
 LB1944'AND SET IN THE TOP OF A CONCRETE POST.
 LB1944
 LB1944                          STATION RECOVERY (1963)
 LB1944
 LB1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LB1944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0909 ***********************************************************************
 LC0909  DESIGNATION -  H 43
 LC0909  PID         -  LC0909
 LC0909  STATE/COUNTY-  IL/WOODFORD
 LC0909  USGS QUAD   -  EL PASO (1995)
 LC0909
 LC0909                         *CURRENT SURVEY CONTROL
 LC0909  ___________________________________________________________________
 LC0909* NAD 83(1986)-  40 44 18.     (N)    089 00 37.     (W)     SCALED    
 LC0909* NAVD 88     -       225.708  (meters)     740.51   (feet)  ADJUSTED  
 LC0909  ___________________________________________________________________
 LC0909  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0909  DYNAMIC HT  -         225.607 (meters)     740.18  (feet)  COMP
 LC0909  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 LC0909
 LC0909  VERT ORDER  -  FIRST     CLASS II
 LC0909
 LC0909.The horizontal coordinates were scaled from a topographic map and have
 LC0909.an estimated accuracy of +/- 6 seconds.
 LC0909
 LC0909.The orthometric height was determined by differential leveling
 LC0909.and adjusted by the National Geodetic Survey in June 1991..
 LC0909
 LC0909.The geoid height was determined by GEOID03.
 LC0909
 LC0909.The dynamic height is computed by dividing the NAVD 88
 LC0909.geopotential number by the normal gravity value computed on the
 LC0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0909.degrees latitude (g = 980.6199 gals.).
 LC0909
 LC0909.The modeled gravity was interpolated from observed gravity values.
 LC0909
 LC0909;                    North         East    Units  Estimated Accuracy
 LC0909;SPC IL W     -   452,610.      797,670.      MT  (+/- 180 meters Scaled)
 LC0909
 LC0909                          SUPERSEDED SURVEY CONTROL
 LC0909
 LC0909  NGVD 29 (??/??/92)  225.745  (m)          740.63   (f) ADJ UNCH    1 2
 LC0909
 LC0909.Superseded values are not recommended for survey control.
 LC0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0909.See file dsdata.txt to determine how the superseded data were derived.
 LC0909
 LC0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL302116(NAD 83)
 LC0909_MARKER: DB = BENCH MARK DISK
 LC0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0909_STAMPING: H 43 1934
 LC0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0909+STABILITY: SURFACE MOTION
 LC0909
 LC0909  HISTORY     - Date     Condition        Report By
 LC0909  HISTORY     - 1934     MONUMENTED       CGS
 LC0909  HISTORY     - 1960     GOOD             NGS
 LC0909  HISTORY     - 19981023 GOOD             USPSQD
 LC0909
 LC0909                          STATION DESCRIPTION
 LC0909
 LC0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC0909'AT EL PASO.
 LC0909'AT EL PASO, ABOUT 0.3 MILE EAST ALONG THE TOLEDO, PEORIA AND
 LC0909'WESTERN RAILROAD FROM THE STATION AT EL PASO, ABOUT 55 YARDS
 LC0909'EAST OF MILE POST 78, IN SECTION 5, R 2 E, T 26 N, 47 FEET NORTH
 LC0909'OF NORTH RAIL, 18 1/2 FEET SOUTH OF SOUTH CURB OF FRONT STREET,
 LC0909'25 1/2 FEET WEST OF WEST CURB OF GRANT STREET (DOES NOT CROSS
 LC0909'TRACK), 4 FEET WEST-SOUTHWEST OF A POWER POLE, ABOUT 3 FEET
 LC0909'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0909'4 INCHES.
 LC0909
 LC0909                          STATION RECOVERY (1998)
 LC0909
 LC0909'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1398 ***********************************************************************
 LC1398  DESIGNATION -  H 44
 LC1398  PID         -  LC1398
 LC1398  STATE/COUNTY-  IL/KNOX
 LC1398  USGS QUAD   -  ELMWOOD (1982)
 LC1398
 LC1398                         *CURRENT SURVEY CONTROL
 LC1398  ___________________________________________________________________
 LC1398* NAD 83(1986)-  40 46 29.     (N)    089 59 27.     (W)     SCALED    
 LC1398* NAVD 88     -       196.454  (meters)     644.53   (feet)  ADJUSTED  
 LC1398  ___________________________________________________________________
 LC1398  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LC1398  DYNAMIC HT  -         196.362 (meters)     644.23  (feet)  COMP
 LC1398  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 LC1398
 LC1398  VERT ORDER  -  SECOND    CLASS 0
 LC1398
 LC1398.The horizontal coordinates were scaled from a topographic map and have
 LC1398.an estimated accuracy of +/- 6 seconds.
 LC1398
 LC1398.The orthometric height was determined by differential leveling
 LC1398.and adjusted by the National Geodetic Survey in June 1991..
 LC1398
 LC1398.The geoid height was determined by GEOID03.
 LC1398
 LC1398.The dynamic height is computed by dividing the NAVD 88
 LC1398.geopotential number by the normal gravity value computed on the
 LC1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1398.degrees latitude (g = 980.6199 gals.).
 LC1398
 LC1398.The modeled gravity was interpolated from observed gravity values.
 LC1398
 LC1398;                    North         East    Units  Estimated Accuracy
 LC1398;SPC IL W     -   456,020.      714,840.      MT  (+/- 180 meters Scaled)
 LC1398
 LC1398                          SUPERSEDED SURVEY CONTROL
 LC1398
 LC1398  NGVD 29 (??/??/92)  196.543  (m)          644.82   (f) ADJ UNCH    2 0
 LC1398
 LC1398.Superseded values are not recommended for survey control.
 LC1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1398.See file dsdata.txt to determine how the superseded data were derived.
 LC1398
 LC1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL475180(NAD 83)
 LC1398_MARKER: DB = BENCH MARK DISK
 LC1398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1398_SP_SET: BRIDGE
 LC1398_STAMPING: H 44 1935
 LC1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1398
 LC1398  HISTORY     - Date     Condition        Report By
 LC1398  HISTORY     - 1935     MONUMENTED       CGS
 LC1398  HISTORY     - 1942     GOOD             NGS
 LC1398  HISTORY     - 19971031 GOOD             USPSQD
 LC1398
 LC1398                          STATION DESCRIPTION
 LC1398
 LC1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LC1398'1.3 MI E FROM YATES CITY.
 LC1398'1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LC1398'FROM THE CITY PARK AT YATES CITY, KNOX COUNTY, 8 POLES EAST OF
 LC1398'MILEPOST 24, AT BRIDGE 24.22 OVER STATE HIGHWAY 78, IN THE TOP
 LC1398'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, 7 FEET NORTH OF
 LC1398'THE CENTERLINE OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.
 LC1398'A STANDARD DISK, STAMPED H 44 1935.
 LC1398
 LC1398                          STATION RECOVERY (1997)
 LC1398
 LC1398'RECOVERY NOTE BY US POWER SQUADRON 1997
 LC1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0963 ***********************************************************************
 MF0963  DESIGNATION -  H 45
 MF0963  PID         -  MF0963
 MF0963  STATE/COUNTY-  IL/BUREAU
 MF0963  USGS QUAD   -  BUDA (1983)
 MF0963
 MF0963                         *CURRENT SURVEY CONTROL
 MF0963  ___________________________________________________________________
 MF0963* NAD 83(1986)-  41 16 39.     (N)    089 39 53.     (W)     SCALED    
 MF0963* NAVD 88     -       238.086  (meters)     781.12   (feet)  ADJUSTED  
 MF0963  ___________________________________________________________________
 MF0963  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0963  DYNAMIC HT  -         237.986 (meters)     780.79  (feet)  COMP
 MF0963  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 MF0963
 MF0963  VERT ORDER  -  SECOND    CLASS 0
 MF0963
 MF0963.The horizontal coordinates were scaled from a topographic map and have
 MF0963.an estimated accuracy of +/- 6 seconds.
 MF0963
 MF0963.The orthometric height was determined by differential leveling
 MF0963.and adjusted by the National Geodetic Survey in June 1991..
 MF0963
 MF0963.The geoid height was determined by GEOID03.
 MF0963
 MF0963.The dynamic height is computed by dividing the NAVD 88
 MF0963.geopotential number by the normal gravity value computed on the
 MF0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0963.degrees latitude (g = 980.6199 gals.).
 MF0963
 MF0963.The modeled gravity was interpolated from observed gravity values.
 MF0963
 MF0963;                    North         East    Units  Estimated Accuracy
 MF0963;SPC IL W     -   511,960.      742,050.      MT  (+/- 180 meters Scaled)
 MF0963
 MF0963                          SUPERSEDED SURVEY CONTROL
 MF0963
 MF0963  NGVD 29 (??/??/92)  238.158  (m)          781.36   (f) ADJ UNCH    2 0
 MF0963
 MF0963.Superseded values are not recommended for survey control.
 MF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0963.See file dsdata.txt to determine how the superseded data were derived.
 MF0963
 MF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL768729(NAD 83)
 MF0963_MARKER: DB = BENCH MARK DISK
 MF0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0963_STAMPING: H 45 1934
 MF0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0963+STABILITY: SURFACE MOTION
 MF0963
 MF0963  HISTORY     - Date     Condition        Report By
 MF0963  HISTORY     - 1934     MONUMENTED       CGS
 MF0963  HISTORY     - 1951     GOOD             NGS
 MF0963  HISTORY     - 1980     MARK NOT FOUND   USGS
 MF0963  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 MF0963  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF0963
 MF0963                          STATION DESCRIPTION
 MF0963
 MF0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MF0963'3.4 MI S FROM BUDA.
 MF0963'3.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0963'FROM THE STATION AT BUDA, BUREAU COUNTY, AT A ROAD CROSSING,
 MF0963'ACROSS THE ROAD FROM AN ELEVATOR, 42 FEET WEST OF THE CENTERLINE
 MF0963'OF THE TRACK, 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 9
 MF0963'FEET SOUTHEAST OF A FENCE CORNER, 5 FEET EAST OF THE FENCE,
 MF0963'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MF0963'H 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0963
 MF0963                          STATION RECOVERY (1980)
 MF0963
 MF0963'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MF0963'MARK NOT FOUND.
 MF0963
 MF0963                          STATION RECOVERY (1995)
 MF0963
 MF0963'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0963'MARK NOT FOUND.
 MF0963
 MF0963                          STATION RECOVERY (2001)
 MF0963
 MF0963'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1146 ***********************************************************************
 MF1146  DESIGNATION -  H 46
 MF1146  PID         -  MF1146
 MF1146  STATE/COUNTY-  IL/LEE
 MF1146  USGS QUAD   -  DIXON WEST (1983)
 MF1146
 MF1146                         *CURRENT SURVEY CONTROL
 MF1146  ___________________________________________________________________
 MF1146* NAD 83(1986)-  41 48 40.     (N)    089 33 11.     (W)     SCALED    
 MF1146* NAVD 88     -       208.328  (meters)     683.49   (feet)  ADJUSTED  
 MF1146  ___________________________________________________________________
 MF1146  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF1146  DYNAMIC HT  -         208.253 (meters)     683.24  (feet)  COMP
 MF1146  MODELED GRAV-     980,260.9   (mgal)                       NAVD 88
 MF1146
 MF1146  VERT ORDER  -  SECOND    CLASS 0
 MF1146
 MF1146.The horizontal coordinates were scaled from a topographic map and have
 MF1146.an estimated accuracy of +/- 6 seconds.
 MF1146
 MF1146.The orthometric height was determined by differential leveling
 MF1146.and adjusted by the National Geodetic Survey in June 1991..
 MF1146
 MF1146.The geoid height was determined by GEOID03.
 MF1146
 MF1146.The dynamic height is computed by dividing the NAVD 88
 MF1146.geopotential number by the normal gravity value computed on the
 MF1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1146.degrees latitude (g = 980.6199 gals.).
 MF1146
 MF1146.The modeled gravity was interpolated from observed gravity values.
 MF1146
 MF1146;                    North         East    Units  Estimated Accuracy
 MF1146;SPC IL W     -   571,290.      750,990.      MT  (+/- 180 meters Scaled)
 MF1146
 MF1146                          SUPERSEDED SURVEY CONTROL
 MF1146
 MF1146  NGVD 29 (??/??/92)  208.396  (m)          683.71   (f) ADJ UNCH    2 0
 MF1146
 MF1146.Superseded values are not recommended for survey control.
 MF1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1146.See file dsdata.txt to determine how the superseded data were derived.
 MF1146
 MF1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM879319(NAD 83)
 MF1146_MARKER: DB = BENCH MARK DISK
 MF1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1146_STAMPING: H 46 1934
 MF1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1146+STABILITY: SURFACE MOTION
 MF1146
 MF1146  HISTORY     - Date     Condition        Report By
 MF1146  HISTORY     - 1934     MONUMENTED       CGS
 MF1146  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF1146  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF1146  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF1146
 MF1146                          STATION DESCRIPTION
 MF1146
 MF1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1146'2.7 MI NE FROM NELSON.
 MF1146'2.7 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 MF1146'THE STATION AT NELSON, LEE COUNTY, AT A ROAD CROSSING, 60 FEET EAST
 MF1146'OF THE CENTERLINE OF THE ROAD, 30 FEET NORTH OF THE CENTERLINE
 MF1146'OF THE NORTH TRACK, 5 FEET WEST OF DOUBLE POLES, AND ABOUT 4 FEET
 MF1146'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 46 1934 AND SET
 MF1146'IN THE TOP OF A CONCRETE POST.
 MF1146
 MF1146                          STATION RECOVERY (1995)
 MF1146
 MF1146'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1146'MARK NOT FOUND.
 MF1146
 MF1146                          STATION RECOVERY (2002)
 MF1146
 MF1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1146'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1146
 MF1146                          STATION RECOVERY (2003)
 MF1146
 MF1146'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0706 ***********************************************************************
 NH0706  DESIGNATION -  H 47
 NH0706  PID         -  NH0706
 NH0706  STATE/COUNTY-  IL/STEPHENSON
 NH0706  USGS QUAD   -  FREEPORT EAST (1978)
 NH0706
 NH0706                         *CURRENT SURVEY CONTROL
 NH0706  ___________________________________________________________________
 NH0706* NAD 83(1986)-  42 15 19.     (N)    089 35 30.     (W)     SCALED    
 NH0706* NAVD 88     -       247.517  (meters)     812.06   (feet)  ADJUSTED  
 NH0706  ___________________________________________________________________
 NH0706  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NH0706  DYNAMIC HT  -         247.436 (meters)     811.80  (feet)  COMP
 NH0706  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NH0706
 NH0706  VERT ORDER  -  SECOND    CLASS 0
 NH0706
 NH0706.The horizontal coordinates were scaled from a topographic map and have
 NH0706.an estimated accuracy of +/- 6 seconds.
 NH0706
 NH0706.The orthometric height was determined by differential leveling
 NH0706.and adjusted by the National Geodetic Survey in June 1991..
 NH0706.WARNING-Repeat measurements at this control monument indicate possible
 NH0706.vertical movement.
 NH0706
 NH0706.The geoid height was determined by GEOID03.
 NH0706
 NH0706.The dynamic height is computed by dividing the NAVD 88
 NH0706.geopotential number by the normal gravity value computed on the
 NH0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0706.degrees latitude (g = 980.6199 gals.).
 NH0706
 NH0706.The modeled gravity was interpolated from observed gravity values.
 NH0706
 NH0706;                    North         East    Units  Estimated Accuracy
 NH0706;SPC IL W     -   620,600.      747,450.      MT  (+/- 180 meters Scaled)
 NH0706
 NH0706                          SUPERSEDED SURVEY CONTROL
 NH0706
 NH0706  NGVD 29 (??/??/92)  247.619  (m)          812.40   (f) ADJ UNCH    2 0
 NH0706
 NH0706.Superseded values are not recommended for survey control.
 NH0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0706.See file dsdata.txt to determine how the superseded data were derived.
 NH0706
 NH0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM862813(NAD 83)
 NH0706_MARKER: DB = BENCH MARK DISK
 NH0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0706_STAMPING: H 47 1934
 NH0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0706+STABILITY: SURFACE MOTION
 NH0706
 NH0706  HISTORY     - Date     Condition        Report By
 NH0706  HISTORY     - 1934     MONUMENTED       CGS
 NH0706  HISTORY     - 1947     GOOD             NGS
 NH0706  HISTORY     - 19960919 MARK NOT FOUND   USPSQD
 NH0706  HISTORY     - 20011219 GOOD             USPSQD
 NH0706
 NH0706                          STATION DESCRIPTION
 NH0706
 NH0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NH0706'2.7 MI S FROM FREEPORT.
 NH0706'2.7 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NH0706'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH0706'AT FREEPORT, STEPHENSON COUNTY, 10 POLES SOUTH OF AN UNDERPASS,
 NH0706'OPPOSITE A DRIVE LEADING TO A FARMHOUSE, 38 FEET EAST OF THE
 NH0706'CENTERLINE OF THE TRACK, 4 FEET NORTH OF A POLE, AND ABOUT 2
 NH0706'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 47 1934
 NH0706'AND SET IN THE TOP OF A CONCRETE POST.
 NH0706
 NH0706                          STATION RECOVERY (1996)
 NH0706
 NH0706'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0706'MARK NOT FOUND.
 NH0706
 NH0706                          STATION RECOVERY (2001)
 NH0706
 NH0706'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1192 ***********************************************************************
 MF1192  DESIGNATION -  H 48
 MF1192  PID         -  MF1192
 MF1192  STATE/COUNTY-  IL/LEE
 MF1192  USGS QUAD   -  HARMON (1982)
 MF1192
 MF1192                         *CURRENT SURVEY CONTROL
 MF1192  ___________________________________________________________________
 MF1192* NAD 83(1986)-  41 43 20.     (N)    089 33 33.     (W)     SCALED    
 MF1192* NAVD 88     -       205.018  (meters)     672.63   (feet)  ADJUSTED  
 MF1192  ___________________________________________________________________
 MF1192  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1192  DYNAMIC HT  -         204.943 (meters)     672.38  (feet)  COMP
 MF1192  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 MF1192
 MF1192  VERT ORDER  -  SECOND    CLASS 0
 MF1192
 MF1192.The horizontal coordinates were scaled from a topographic map and have
 MF1192.an estimated accuracy of +/- 6 seconds.
 MF1192
 MF1192.The orthometric height was determined by differential leveling
 MF1192.and adjusted by the National Geodetic Survey in June 1991..
 MF1192
 MF1192.The geoid height was determined by GEOID03.
 MF1192
 MF1192.The dynamic height is computed by dividing the NAVD 88
 MF1192.geopotential number by the normal gravity value computed on the
 MF1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1192.degrees latitude (g = 980.6199 gals.).
 MF1192
 MF1192.The modeled gravity was interpolated from observed gravity values.
 MF1192
 MF1192;                    North         East    Units  Estimated Accuracy
 MF1192;SPC IL W     -   561,410.      750,550.      MT  (+/- 180 meters Scaled)
 MF1192
 MF1192                          SUPERSEDED SURVEY CONTROL
 MF1192
 MF1192  NGVD 29 (??/??/92)  205.083  (m)          672.84   (f) ADJ UNCH    2 0
 MF1192
 MF1192.Superseded values are not recommended for survey control.
 MF1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1192.See file dsdata.txt to determine how the superseded data were derived.
 MF1192
 MF1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM871221(NAD 83)
 MF1192_MARKER: DB = BENCH MARK DISK
 MF1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1192_SP_SET: BRIDGE
 MF1192_STAMPING: H 48 1934
 MF1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1192
 MF1192  HISTORY     - Date     Condition        Report By
 MF1192  HISTORY     - 1934     MONUMENTED       CGS
 MF1192  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF1192  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1192  HISTORY     - 20030605 MARK NOT FOUND   USPSQD
 MF1192
 MF1192                          STATION DESCRIPTION
 MF1192
 MF1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1192'0.3 MI W FROM HARMON.
 MF1192'0.3 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF1192'FROM THE STATION AT HARMON, LEE COUNTY, ABOUT 300 FEET EAST OF A
 MF1192'ROAD CROSSING, 100 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 MF1192'OPPOSITE RAILROAD BRIDGE 39.08, AT A HIGHWAY BRIDGE, NEAR THE
 MF1192'CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL, AND LEVEL WITH THE
 MF1192'TRACK.  A STANDARD DISK, STAMPED H 48 1934.
 MF1192
 MF1192                          STATION RECOVERY (1995)
 MF1192
 MF1192'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1192'MARK NOT FOUND.
 MF1192
 MF1192                          STATION RECOVERY (2002)
 MF1192
 MF1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1192
 MF1192                          STATION RECOVERY (2003)
 MF1192
 MF1192'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1192'BRIDGE HAS BEEN REPLACED BY A LARGE CORRAGATED PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0502 ***********************************************************************
 MF0502  DESIGNATION -  H 49 RESET
 MF0502  PID         -  MF0502
 MF0502  STATE/COUNTY-  IL/LA SALLE
 MF0502  USGS QUAD   -  EARLVILLE (1971)
 MF0502
 MF0502                         *CURRENT SURVEY CONTROL
 MF0502  ___________________________________________________________________
 MF0502* NAD 83(1986)-  41 35 05.     (N)    088 57 28.     (W)     SCALED    
 MF0502* NAVD 88     -       217.46   (meters)     713.5    (feet)  RESET     
 MF0502  ___________________________________________________________________
 MF0502  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MF0502
 MF0502  VERT ORDER  -  THIRD
 MF0502
 MF0502.The horizontal coordinates were scaled from a topographic map and have
 MF0502.an estimated accuracy of +/- 6 seconds.
 MF0502
 MF0502.The orthometric height was computed from unverified reset data.
 MF0502.No vertical observational check was made to the station.
 MF0502
 MF0502.The geoid height was determined by GEOID03.
 MF0502
 MF0502;                    North         East    Units  Estimated Accuracy
 MF0502;SPC IL E     -   546,170.      247,930.      MT  (+/- 180 meters Scaled)
 MF0502
 MF0502                          SUPERSEDED SURVEY CONTROL
 MF0502
 MF0502  NGVD 29 (??/??/??)  217.53   (m)          713.7    (f) RESET       3  
 MF0502
 MF0502.Superseded values are not recommended for survey control.
 MF0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0502.See file dsdata.txt to determine how the superseded data were derived.
 MF0502
 MF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM368055(NAD 83)
 MF0502_MARKER: DB = BENCH MARK DISK
 MF0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0502_SP_SET: FOUNDATION
 MF0502_STAMPING: H 49 RESET 1944
 MF0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0502
 MF0502  HISTORY     - Date     Condition        Report By
 MF0502  HISTORY     - 1944     MONUMENTED       CGS
 MF0502  HISTORY     - 1944     GOOD             CBQRR
 MF0502  HISTORY     - 19970801 MARK NOT FOUND   USPSQD
 MF0502  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 MF0502
 MF0502                          STATION DESCRIPTION
 MF0502
 MF0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MF0502'1.8 MI W FROM EARLVILLE.
 MF0502'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0502'RAILROAD FROM THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 MF0502'RAILWAY AT EARVILLE, LA SALLE COUNTY, 8.5 FEET NORTH OF THE
 MF0502'CENTERLINE OF THE NORTH TRACK, IN THE SOUTHEAST CORNER OF A
 MF0502'SIGNAL FOUNDATION, AND ABOUT 2 FEET ABOVE THE TOP OF THE RAIL.
 MF0502'A STANDARD DISK, STAMPED H 49 RESET 1944.
 MF0502
 MF0502                          STATION RECOVERY (1944)
 MF0502
 MF0502'RECOVERY NOTE BY BURLINGTON RAILROAD 1944
 MF0502'RECOVERED IN GOOD CONDITION.
 MF0502
 MF0502                          STATION RECOVERY (1997)
 MF0502
 MF0502'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0502'MARK NOT FOUND.
 MF0502
 MF0502                          STATION RECOVERY (2002)
 MF0502
 MF0502'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0883 ***********************************************************************
 LC0883  DESIGNATION -  H 5
 LC0883  PID         -  LC0883
 LC0883  STATE/COUNTY-  IL/PEORIA
 LC0883  USGS QUAD   -  CHILLICOTHE (1972)
 LC0883
 LC0883                         *CURRENT SURVEY CONTROL
 LC0883  ___________________________________________________________________
 LC0883* NAD 83(1986)-  40 55 06.     (N)    089 29 10.     (W)     SCALED    
 LC0883* NAVD 88     -       149.234  (meters)     489.61   (feet)  ADJUSTED  
 LC0883  ___________________________________________________________________
 LC0883  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LC0883  DYNAMIC HT  -         149.170 (meters)     489.40  (feet)  COMP
 LC0883  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 LC0883
 LC0883  VERT ORDER  -  FIRST     CLASS II
 LC0883
 LC0883.The horizontal coordinates were scaled from a topographic map and have
 LC0883.an estimated accuracy of +/- 6 seconds.
 LC0883
 LC0883.The orthometric height was determined by differential leveling
 LC0883.and adjusted by the National Geodetic Survey in June 1991..
 LC0883.WARNING-Repeat measurements at this control monument indicate possible
 LC0883.vertical movement.
 LC0883
 LC0883.The geoid height was determined by GEOID03.
 LC0883
 LC0883.The dynamic height is computed by dividing the NAVD 88
 LC0883.geopotential number by the normal gravity value computed on the
 LC0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0883.degrees latitude (g = 980.6199 gals.).
 LC0883
 LC0883.The modeled gravity was interpolated from observed gravity values.
 LC0883
 LC0883;                    North         East    Units  Estimated Accuracy
 LC0883;SPC IL W     -   472,180.      757,330.      MT  (+/- 180 meters Scaled)
 LC0883
 LC0883                          SUPERSEDED SURVEY CONTROL
 LC0883
 LC0883  NGVD 29 (??/??/92)  149.307  (m)          489.85   (f) ADJ UNCH    1 2
 LC0883
 LC0883.Superseded values are not recommended for survey control.
 LC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0883.See file dsdata.txt to determine how the superseded data were derived.
 LC0883
 LC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL906326(NAD 83)
 LC0883_MARKER: DD = SURVEY DISK
 LC0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0883_STAMPING: H 5 1929
 LC0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0883+STABILITY: SURFACE MOTION
 LC0883
 LC0883  HISTORY     - Date     Condition        Report By
 LC0883  HISTORY     - 1929     MONUMENTED       USGS
 LC0883  HISTORY     - 1960     GOOD             NGS
 LC0883  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC0883
 LC0883                          STATION DESCRIPTION
 LC0883
 LC0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC0883'AT CHILLICOTHE.
 LC0883'AT CHILLICOTHE, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LC0883'RAILROAD, ABOUT 125 YARDS SOUTHWEST OF SOUTHWEST END OF STATION,
 LC0883'IN THE WEST CORNER OF THE PUBLIC SQUARE, AT THE CROSSING OF WEST
 LC0883'CHESTNUT STREET, 26 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN
 LC0883'TRACK, 63 FEET NORTHEAST OF CENTER LINE OF STREET, 43 FEET
 LC0883'EAST-NORTHEAST OF CROSSING WARNING SIGNAL POST, 19 FEET EAST OF
 LC0883'A TELEPHONE POLE, 47 FEET NORTHWEST OF NORTH CORNER OF A SMALL
 LC0883'BUILDING HOUSING THE CITY WATER WELL AND PUMP, ABOUT 1 1/2 FEET
 LC0883'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0883'2 INCHES.
 LC0883
 LC0883                          STATION RECOVERY (1998)
 LC0883
 LC0883'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0447 ***********************************************************************
 MF0447  DESIGNATION -  H 50
 MF0447  PID         -  MF0447
 MF0447  STATE/COUNTY-  IL/DE KALB
 MF0447  USGS QUAD   -  SYCAMORE (1975)
 MF0447
 MF0447                         *CURRENT SURVEY CONTROL
 MF0447  ___________________________________________________________________
 MF0447* NAD 83(1986)-  41 59 19.     (N)    088 41 12.     (W)     SCALED    
 MF0447* NAVD 88     -       266.330  (meters)     873.78   (feet)  ADJUSTED  
 MF0447  ___________________________________________________________________
 MF0447  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF0447  DYNAMIC HT  -         266.239 (meters)     873.49  (feet)  COMP
 MF0447  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 MF0447
 MF0447  VERT ORDER  -  SECOND    CLASS 0
 MF0447
 MF0447.The horizontal coordinates were scaled from a topographic map and have
 MF0447.an estimated accuracy of +/- 6 seconds.
 MF0447
 MF0447.The orthometric height was determined by differential leveling
 MF0447.and adjusted by the National Geodetic Survey in June 1991..
 MF0447
 MF0447.The geoid height was determined by GEOID03.
 MF0447
 MF0447.The dynamic height is computed by dividing the NAVD 88
 MF0447.geopotential number by the normal gravity value computed on the
 MF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0447.degrees latitude (g = 980.6199 gals.).
 MF0447
 MF0447.The modeled gravity was interpolated from observed gravity values.
 MF0447
 MF0447;                    North         East    Units  Estimated Accuracy
 MF0447;SPC IL E     -   590,900.      270,720.      MT  (+/- 180 meters Scaled)
 MF0447
 MF0447                          SUPERSEDED SURVEY CONTROL
 MF0447
 MF0447  NGVD 29 (??/??/92)  266.37   (m)          873.9    (f) COMPUTED    2 0
 MF0447
 MF0447.Superseded values are not recommended for survey control.
 MF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0447.See file dsdata.txt to determine how the superseded data were derived.
 MF0447
 MF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM602498(NAD 83)
 MF0447_MARKER: DB = BENCH MARK DISK
 MF0447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0447_SP_SET: SIDEWALK
 MF0447_STAMPING: H-50 1934
 MF0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0447
 MF0447  HISTORY     - Date     Condition        Report By
 MF0447  HISTORY     - 1934     MONUMENTED       CGS
 MF0447  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF0447
 MF0447                          STATION DESCRIPTION
 MF0447
 MF0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0447'0.2 MI W FROM SYCAMORE.
 MF0447'POST OFFICE, SYCAMORE MARK SET VERTICALLY IN THE NORTHEAST CORNER
 MF0447'OF THE NATIONAL BANK AND TRUST CO., 18 FEET EAST OF THE FRONT
 MF0447'(NORTH) ENTRANCE, 1 FOOT ABOVE THE SIDEWALK LEVEL.
 MF0447
 MF0447                          STATION RECOVERY (1996)
 MF0447
 MF0447'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0448 ***********************************************************************
 MF0448  DESIGNATION -  H 50 RESET
 MF0448  PID         -  MF0448
 MF0448  STATE/COUNTY-  IL/DE KALB
 MF0448  USGS QUAD   -  SYCAMORE (1975)
 MF0448
 MF0448                         *CURRENT SURVEY CONTROL
 MF0448  ___________________________________________________________________
 MF0448* NAD 83(1986)-  41 59 19.     (N)    088 41 11.     (W)     SCALED    
 MF0448* NAVD 88     -       265.99   (+/-2cm)     872.7    (feet)  VERTCON   
 MF0448  ___________________________________________________________________
 MF0448  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF0448
 MF0448  VERT ORDER  -  THIRD (See Below)
 MF0448
 MF0448.The horizontal coordinates were scaled from a topographic map and have
 MF0448.an estimated accuracy of +/- 6 seconds.
 MF0448
 MF0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF0448.The vertical order pertains to the NGVD 29 superseded value.
 MF0448
 MF0448.The geoid height was determined by GEOID03.
 MF0448
 MF0448;                    North         East    Units  Estimated Accuracy
 MF0448;SPC IL E     -   590,900.      270,750.      MT  (+/- 180 meters Scaled)
 MF0448
 MF0448                          SUPERSEDED SURVEY CONTROL
 MF0448
 MF0448  NGVD 29 (??/??/??)  266.03   (m)          872.8    (f) RESET       3  
 MF0448
 MF0448.Superseded values are not recommended for survey control.
 MF0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0448.See file dsdata.txt to determine how the superseded data were derived.
 MF0448
 MF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM603498(NAD 83)
 MF0448_MARKER: DB = BENCH MARK DISK
 MF0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0448_SP_SET: STREET LAMP CONCRETE BASE
 MF0448_STAMPING: H 50 RESET 1955
 MF0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0448
 MF0448  HISTORY     - Date     Condition        Report By
 MF0448  HISTORY     - 1955     MONUMENTED       DOD
 MF0448  HISTORY     - 19961104 MARK NOT FOUND   USPSQD
 MF0448
 MF0448                          STATION DESCRIPTION
 MF0448
 MF0448'DESCRIBED BY US DEPARTMENT OF DEFENSE 1955
 MF0448'AT SYCAMORE.
 MF0448'AT SYCAMORE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF STATE
 MF0448'AND SOMONAUK STREETS, AND IN THE CONCRETE BASE OF A STREET LAMP.
 MF0448
 MF0448                          STATION RECOVERY (1996)
 MF0448
 MF0448'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0861 ***********************************************************************
 MF0861  DESIGNATION -  H 51
 MF0861  PID         -  MF0861
 MF0861  STATE/COUNTY-  IL/BUREAU
 MF0861  USGS QUAD   -  PRINCETON SOUTH (1979)
 MF0861
 MF0861                         *CURRENT SURVEY CONTROL
 MF0861  ___________________________________________________________________
 MF0861* NAD 83(1986)-  41 17 42.     (N)    089 26 28.     (W)     SCALED    
 MF0861* NAVD 88     -       151.857  (meters)     498.22   (feet)  ADJUSTED  
 MF0861  ___________________________________________________________________
 MF0861  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF0861  DYNAMIC HT  -         151.794 (meters)     498.01  (feet)  COMP
 MF0861  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 MF0861
 MF0861  VERT ORDER  -  SECOND    CLASS 0
 MF0861
 MF0861.The horizontal coordinates were scaled from a topographic map and have
 MF0861.an estimated accuracy of +/- 6 seconds.
 MF0861
 MF0861.The orthometric height was determined by differential leveling
 MF0861.and adjusted by the National Geodetic Survey in June 1991..
 MF0861
 MF0861.The geoid height was determined by GEOID03.
 MF0861
 MF0861.The dynamic height is computed by dividing the NAVD 88
 MF0861.geopotential number by the normal gravity value computed on the
 MF0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0861.degrees latitude (g = 980.6199 gals.).
 MF0861
 MF0861.The modeled gravity was interpolated from observed gravity values.
 MF0861
 MF0861;                    North         East    Units  Estimated Accuracy
 MF0861;SPC IL W     -   514,040.      760,770.      MT  (+/- 180 meters Scaled)
 MF0861
 MF0861                          SUPERSEDED SURVEY CONTROL
 MF0861
 MF0861  NGVD 29 (??/??/92)  151.938  (m)          498.48   (f) ADJ UNCH    2 0
 MF0861
 MF0861.Superseded values are not recommended for survey control.
 MF0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0861.See file dsdata.txt to determine how the superseded data were derived.
 MF0861
 MF0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL956743(NAD 83)
 MF0861_MARKER: DB = BENCH MARK DISK
 MF0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0861_SP_SET: ABUTMENT
 MF0861_STAMPING: H 51 1934
 MF0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0861
 MF0861  HISTORY     - Date     Condition        Report By
 MF0861  HISTORY     - 1934     MONUMENTED       CGS
 MF0861  HISTORY     - 1960     GOOD             NGS
 MF0861  HISTORY     - 19960406 MARK NOT FOUND   USPSQD
 MF0861  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF0861  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 MF0861
 MF0861                          STATION DESCRIPTION
 MF0861
 MF0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0861'4.8 MI W FROM BUREAU.
 MF0861'ABOUT 4.75 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0861'RAILROAD FROM THE STATION AT BUREAU, ABOUT 6 1/2 RAILS EAST
 MF0861'OF MILEPOST 119, IN TOP OF THE SOUTH END OF THE EAST ABUTMENT
 MF0861'OF A RAILROAD OVERPASS OVER A GRADED ROAD, 5 FEET SOUTH OF THE
 MF0861'SOUTH RAIL OF THE SOUTH TRACK, 1 FOOT NORTH OF THE SOUTH END
 MF0861'OF THE ABUTMENT, 1 FOOT WEST OF THE EAST EDGE OF THE ABUTMENT,
 MF0861'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS
 MF0861'MARK WAS NOT LEVELED OVER DURING 1960 RELEVELING.
 MF0861
 MF0861                          STATION RECOVERY (1996)
 MF0861
 MF0861'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0861'MARK NOT FOUND.
 MF0861
 MF0861                          STATION RECOVERY (2001)
 MF0861
 MF0861'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0861'MARK NOT FOUND.
 MF0861
 MF0861                          STATION RECOVERY (2005)
 MF0861
 MF0861'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0079 ***********************************************************************
 MG0079  DESIGNATION -  H 52
 MG0079  PID         -  MG0079
 MG0079  STATE/COUNTY-  IL/HENRY
 MG0079  USGS QUAD   -  GENESEO (1991)
 MG0079
 MG0079                         *CURRENT SURVEY CONTROL
 MG0079  ___________________________________________________________________
 MG0079* NAD 83(1986)-  41 27 07.     (N)    090 08 55.     (W)     SCALED    
 MG0079* NAVD 88     -       196.805  (meters)     645.68   (feet)  ADJUSTED  
 MG0079  ___________________________________________________________________
 MG0079  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0079  DYNAMIC HT  -         196.728 (meters)     645.43  (feet)  COMP
 MG0079  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 MG0079
 MG0079  VERT ORDER  -  SECOND    CLASS 0
 MG0079
 MG0079.The horizontal coordinates were scaled from a topographic map and have
 MG0079.an estimated accuracy of +/- 6 seconds.
 MG0079
 MG0079.The orthometric height was determined by differential leveling
 MG0079.and adjusted by the National Geodetic Survey in June 1991..
 MG0079
 MG0079.The geoid height was determined by GEOID03.
 MG0079
 MG0079.The dynamic height is computed by dividing the NAVD 88
 MG0079.geopotential number by the normal gravity value computed on the
 MG0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0079.degrees latitude (g = 980.6199 gals.).
 MG0079
 MG0079.The modeled gravity was interpolated from observed gravity values.
 MG0079
 MG0079;                    North         East    Units  Estimated Accuracy
 MG0079;SPC IL W     -   531,220.      701,510.      MT  (+/- 180 meters Scaled)
 MG0079
 MG0079                          SUPERSEDED SURVEY CONTROL
 MG0079
 MG0079  NGVD 29 (??/??/92)  196.890  (m)          645.96   (f) ADJ UNCH    2 0
 MG0079
 MG0079.Superseded values are not recommended for survey control.
 MG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0079.See file dsdata.txt to determine how the superseded data were derived.
 MG0079
 MG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF381928(NAD 83)
 MG0079_MARKER: DB = BENCH MARK DISK
 MG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0079_STAMPING: H 52 1934
 MG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0079+STABILITY: SURFACE MOTION
 MG0079
 MG0079  HISTORY     - Date     Condition        Report By
 MG0079  HISTORY     - 1934     MONUMENTED       CGS
 MG0079  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0079
 MG0079                          STATION DESCRIPTION
 MG0079
 MG0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0079'AT GENESEO.
 MG0079'AT GENESEO, HENRY COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MG0079'PACIFIC RAILWAY, ONE BLOCK EAST OF THE STATION, AT THE CROSSING
 MG0079'OF SOUTH SPRING STREET, 42 FEET EAST OF THE CENTERLINE OF THE
 MG0079'SOUTH TRACK, AND 4 FEET NORTHEAST OF A POLE.  A STANDARD DISK,
 MG0079'STAMPED H 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MG0079
 MG0079                          STATION RECOVERY (1988)
 MG0079
 MG0079'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0053 ***********************************************************************
 MG0053  DESIGNATION -  H 53
 MG0053  PID         -  MG0053
 MG0053  STATE/COUNTY-  IL/HENRY
 MG0053  USGS QUAD   -  ORION (1991)
 MG0053
 MG0053                         *CURRENT SURVEY CONTROL
 MG0053  ___________________________________________________________________
 MG0053* NAD 83(1986)-  41 21 13.     (N)    090 23 01.     (W)     SCALED    
 MG0053* NAVD 88     -       228.298  (meters)     749.01   (feet)  ADJUSTED  
 MG0053  ___________________________________________________________________
 MG0053  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0053  DYNAMIC HT  -         228.208 (meters)     748.71  (feet)  COMP
 MG0053  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 MG0053
 MG0053  VERT ORDER  -  SECOND    CLASS 0
 MG0053
 MG0053.The horizontal coordinates were scaled from a topographic map and have
 MG0053.an estimated accuracy of +/- 6 seconds.
 MG0053
 MG0053.The orthometric height was determined by differential leveling
 MG0053.and adjusted by the National Geodetic Survey in June 1991..
 MG0053
 MG0053.The geoid height was determined by GEOID03.
 MG0053
 MG0053.The dynamic height is computed by dividing the NAVD 88
 MG0053.geopotential number by the normal gravity value computed on the
 MG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0053.degrees latitude (g = 980.6199 gals.).
 MG0053
 MG0053.The modeled gravity was interpolated from observed gravity values.
 MG0053
 MG0053;                    North         East    Units  Estimated Accuracy
 MG0053;SPC IL W     -   520,320.      681,850.      MT  (+/- 180 meters Scaled)
 MG0053
 MG0053                          SUPERSEDED SURVEY CONTROL
 MG0053
 MG0053  NGVD 29 (??/??/92)  228.371  (m)          749.25   (f) ADJ UNCH    2 0
 MG0053
 MG0053.Superseded values are not recommended for survey control.
 MG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0053.See file dsdata.txt to determine how the superseded data were derived.
 MG0053
 MG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF188813(NAD 83)
 MG0053_MARKER: DB = BENCH MARK DISK
 MG0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0053_SP_SET: CULVERT
 MG0053_STAMPING: H 53 1934
 MG0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0053
 MG0053  HISTORY     - Date     Condition        Report By
 MG0053  HISTORY     - 1934     MONUMENTED       CGS
 MG0053  HISTORY     - 1959     GOOD             NGS
 MG0053  HISTORY     - 19880427 MARK NOT FOUND   USPSQD
 MG0053  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0053  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 MG0053  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0053
 MG0053                          STATION DESCRIPTION
 MG0053
 MG0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0053'AT ORION.
 MG0053'AT ORION, ABOUT 100 FEET NORTHEAST OF THE CHICAGO, BURLINGTON
 MG0053'AND QUINCY RAILROAD STATION, 73 FEET EAST OF THE EAST RAIL OF
 MG0053'THE MAIN TRACK, SET IN THE TOP AND IN THE CENTER OF THE SOUTH
 MG0053'HEADWALL OF A CONCRETE CULVERT UNDER A ROAD, 18 FEET SOUTH
 MG0053'OF THE CENTERLINE OF THE ROAD.
 MG0053
 MG0053                          STATION RECOVERY (1988)
 MG0053
 MG0053'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0053'MARK NOT FOUND.
 MG0053
 MG0053                          STATION RECOVERY (1996)
 MG0053
 MG0053'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0053'MARK NOT FOUND.
 MG0053
 MG0053                          STATION RECOVERY (2001)
 MG0053
 MG0053'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0053'MARK NOT FOUND.
 MG0053
 MG0053                          STATION RECOVERY (2004)
 MG0053
 MG0053'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0330 ***********************************************************************
 LD0330  DESIGNATION -  H 56
 LD0330  PID         -  LD0330
 LD0330  STATE/COUNTY-  IL/SCHUYLER
 LD0330  USGS QUAD   -  RAY (1981)
 LD0330
 LD0330                         *CURRENT SURVEY CONTROL
 LD0330  ___________________________________________________________________
 LD0330* NAD 83(1986)-  40 11 01.     (N)    090 25 21.     (W)     SCALED    
 LD0330* NAVD 88     -       176.234  (meters)     578.19   (feet)  ADJUSTED  
 LD0330  ___________________________________________________________________
 LD0330  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0330  DYNAMIC HT  -         176.144 (meters)     577.90  (feet)  COMP
 LD0330  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 LD0330
 LD0330  VERT ORDER  -  SECOND    CLASS 0
 LD0330
 LD0330.The horizontal coordinates were scaled from a topographic map and have
 LD0330.an estimated accuracy of +/- 6 seconds.
 LD0330
 LD0330.The orthometric height was determined by differential leveling
 LD0330.and adjusted by the National Geodetic Survey in June 1991..
 LD0330
 LD0330.The geoid height was determined by GEOID03.
 LD0330
 LD0330.The dynamic height is computed by dividing the NAVD 88
 LD0330.geopotential number by the normal gravity value computed on the
 LD0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0330.degrees latitude (g = 980.6199 gals.).
 LD0330
 LD0330.The modeled gravity was interpolated from observed gravity values.
 LD0330
 LD0330;                    North         East    Units  Estimated Accuracy
 LD0330;SPC IL W     -   390,410.      678,210.      MT  (+/- 180 meters Scaled)
 LD0330
 LD0330                          SUPERSEDED SURVEY CONTROL
 LD0330
 LD0330  NGVD 29 (??/??/92)  176.331  (m)          578.51   (f) ADJ UNCH    2 0
 LD0330
 LD0330.Superseded values are not recommended for survey control.
 LD0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0330.See file dsdata.txt to determine how the superseded data were derived.
 LD0330
 LD0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE194513(NAD 83)
 LD0330_MARKER: DB = BENCH MARK DISK
 LD0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0330_STAMPING: H 56 1935
 LD0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0330+STABILITY: SURFACE MOTION
 LD0330
 LD0330  HISTORY     - Date     Condition        Report By
 LD0330  HISTORY     - 1935     MONUMENTED       CGS
 LD0330
 LD0330                          STATION DESCRIPTION
 LD0330
 LD0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0330'7.8 MI S FROM VERMONT.
 LD0330'IN SCHUYLER COUNTY, 7.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 LD0330'AND QUINCY RAILROAD FROM THE STATION AT VERMONT, FULTON COUNTY,
 LD0330'ABOUT 1/2 MILE SOUTH OF MILEPOST 130, 9 POLES NORTH OF AN
 LD0330'OVERPASS, 21 FEET EAST OF A POINT 33 FEET SOUTH OF THE CENTER OF
 LD0330'A ROAD CROSSING, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 LD0330'DISK, STAMPED H 56 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0318 ***********************************************************************
 MG0318  DESIGNATION -  H 57
 MG0318  PID         -  MG0318
 MG0318  STATE/COUNTY-  IL/MERCER
 MG0318  USGS QUAD   -  KEITHSBURG (1982)
 MG0318
 MG0318                         *CURRENT SURVEY CONTROL
 MG0318  ___________________________________________________________________
 MG0318* NAD 83(1986)-  41 06 08.     (N)    090 56 32.     (W)     SCALED    
 MG0318* NAVD 88     -       163.573  (meters)     536.66   (feet)  ADJUSTED  
 MG0318  ___________________________________________________________________
 MG0318  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MG0318  DYNAMIC HT  -         163.503 (meters)     536.43  (feet)  COMP
 MG0318  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 MG0318
 MG0318  VERT ORDER  -  SECOND    CLASS 0
 MG0318
 MG0318.The horizontal coordinates were scaled from a topographic map and have
 MG0318.an estimated accuracy of +/- 6 seconds.
 MG0318
 MG0318.The orthometric height was determined by differential leveling
 MG0318.and adjusted by the National Geodetic Survey in June 1991..
 MG0318
 MG0318.The geoid height was determined by GEOID03.
 MG0318
 MG0318.The dynamic height is computed by dividing the NAVD 88
 MG0318.geopotential number by the normal gravity value computed on the
 MG0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0318.degrees latitude (g = 980.6199 gals.).
 MG0318
 MG0318.The modeled gravity was interpolated from observed gravity values.
 MG0318
 MG0318;                    North         East    Units  Estimated Accuracy
 MG0318;SPC IL W     -   492,670.      634,850.      MT  (+/- 180 meters Scaled)
 MG0318
 MG0318                          SUPERSEDED SURVEY CONTROL
 MG0318
 MG0318  NGVD 29 (??/??/92)  163.644  (m)          536.89   (f) ADJ UNCH    2 0
 MG0318
 MG0318.Superseded values are not recommended for survey control.
 MG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0318.See file dsdata.txt to determine how the superseded data were derived.
 MG0318
 MG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF728521(NAD 83)
 MG0318_MARKER: DB = BENCH MARK DISK
 MG0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0318_SP_SET: CULVERT
 MG0318_STAMPING: H 57 1935 536.889
 MG0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0318
 MG0318  HISTORY     - Date     Condition        Report By
 MG0318  HISTORY     - 1935     MONUMENTED       CGS
 MG0318  HISTORY     - 1943     GOOD             NGS
 MG0318  HISTORY     - 1943     GOOD             NGS
 MG0318  HISTORY     - 1978     MARK NOT FOUND   USGS
 MG0318  HISTORY     - 19950516 MARK NOT FOUND   USPSQD
 MG0318  HISTORY     - 19971022 MARK NOT FOUND   USPSQD
 MG0318
 MG0318                          STATION DESCRIPTION
 MG0318
 MG0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MG0318'AT KEITHSBURG.
 MG0318'AT KEITHSBURG, MERCER COUNTY, AT THE CROSSING OF THE CHICAGO,
 MG0318'BURLINGTON AND QUINCY RAILROAD AND STATE HIGHWAY 83, ABOUT 300
 MG0318'FEET EAST OF THE STATION, 25 FEET SOUTH OF THE CENTERLINE OF THE
 MG0318'TRACK, 26 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A CULVERT
 MG0318'UNDER THE HIGHWAY, AND IN THE CENTER OF THE TOP OF THE EAST
 MG0318'HEADWALL.  A STANDARD DISK, STAMPED H 57 1935.  NOTE-- THE MARK
 MG0318'IS STILL IN PLACE BUT A LITTLE LOOSE.  FOUND TO BE STAMPED,
 MG0318'H 57 1935 536.889.
 MG0318
 MG0318                          STATION RECOVERY (1943)
 MG0318
 MG0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 MG0318'RECOVERED IN GOOD CONDITION.
 MG0318
 MG0318                          STATION RECOVERY (1978)
 MG0318
 MG0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MG0318'MARK NOT FOUND.
 MG0318
 MG0318                          STATION RECOVERY (1995)
 MG0318
 MG0318'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0318'MARK NOT FOUND.
 MG0318
 MG0318                          STATION RECOVERY (1997)
 MG0318
 MG0318'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0210 ***********************************************************************
 KC0210  DESIGNATION -  H 6
 KC0210  PID         -  KC0210
 KC0210  STATE/COUNTY-  IL/SCOTT
 KC0210  USGS QUAD   -  GRIGGSVILLE (1980)
 KC0210
 KC0210                         *CURRENT SURVEY CONTROL
 KC0210  ___________________________________________________________________
 KC0210* NAD 83(1986)-  39 42 23.     (N)    090 38 34.     (W)     SCALED    
 KC0210* NAVD 88     -       134.159  (meters)     440.15   (feet)  ADJUSTED  
 KC0210  ___________________________________________________________________
 KC0210  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KC0210  DYNAMIC HT  -         134.085 (meters)     439.91  (feet)  COMP
 KC0210  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 KC0210
 KC0210  VERT ORDER  -  SECOND    CLASS 0
 KC0210
 KC0210.The horizontal coordinates were scaled from a topographic map and have
 KC0210.an estimated accuracy of +/- 6 seconds.
 KC0210
 KC0210.The orthometric height was determined by differential leveling
 KC0210.and adjusted by the National Geodetic Survey in June 1991..
 KC0210
 KC0210.The geoid height was determined by GEOID03.
 KC0210
 KC0210.The dynamic height is computed by dividing the NAVD 88
 KC0210.geopotential number by the normal gravity value computed on the
 KC0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0210.degrees latitude (g = 980.6199 gals.).
 KC0210
 KC0210.The modeled gravity was interpolated from observed gravity values.
 KC0210
 KC0210;                    North         East    Units  Estimated Accuracy
 KC0210;SPC IL W     -   337,500.      659,170.      MT  (+/- 180 meters Scaled)
 KC0210
 KC0210                          SUPERSEDED SURVEY CONTROL
 KC0210
 KC0210  NGVD 29 (??/??/92)  134.26   (m)          440.5    (f) COMPUTED    2 0
 KC0210
 KC0210.Superseded values are not recommended for survey control.
 KC0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0210.See file dsdata.txt to determine how the superseded data were derived.
 KC0210
 KC0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD020978(NAD 83)
 KC0210_MARKER: Z = SEE DESCRIPTION
 KC0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0210_SP_SET: BRIDGE
 KC0210_STAMPING: ILL 441 6 H 1924
 KC0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0210
 KC0210  HISTORY     - Date     Condition        Report By
 KC0210  HISTORY     - 1924     MONUMENTED       USGS
 KC0210  HISTORY     - 1944     GOOD             NGS
 KC0210
 KC0210                          STATION DESCRIPTION
 KC0210
 KC0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KC0210'0.4 MI E FROM VALLEY CITY.
 KC0210'IN SCOTT COUNTY, 0.4 MILE EAST ALONG THE WABASH RAILWAY FROM THE
 KC0210'STATION AT VALLEY CITY, PIKE COUNTY, IN THE TOP OF THE SOUTH END
 KC0210'OF THE EAST ABUTMENT OF THE ILLINOIS RIVER BRIDGE.  A UNITED
 KC0210'STATES GEOLOGICAL SURVEY ALUMINUM DISK, STAMPED ILL 441 6 H 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0211 ***********************************************************************
 KC0211  DESIGNATION -  H 6 RESET
 KC0211  PID         -  KC0211
 KC0211  STATE/COUNTY-  IL/SCOTT
 KC0211  USGS QUAD   -  GRIGGSVILLE (1980)
 KC0211
 KC0211                         *CURRENT SURVEY CONTROL
 KC0211  ___________________________________________________________________
 KC0211* NAD 83(1986)-  39 42 23.     (N)    090 38 34.     (W)     SCALED    
 KC0211* NAVD 88     -       137.90   (meters)     452.4    (feet)  RESET     
 KC0211  ___________________________________________________________________
 KC0211  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KC0211
 KC0211  VERT ORDER  -  THIRD
 KC0211
 KC0211.The horizontal coordinates were scaled from a topographic map and have
 KC0211.an estimated accuracy of +/- 6 seconds.
 KC0211
 KC0211.The orthometric height was computed from unverified reset data.
 KC0211
 KC0211.The geoid height was determined by GEOID03.
 KC0211
 KC0211;                    North         East    Units  Estimated Accuracy
 KC0211;SPC IL W     -   337,500.      659,170.      MT  (+/- 180 meters Scaled)
 KC0211
 KC0211                          SUPERSEDED SURVEY CONTROL
 KC0211
 KC0211.No superseded survey control is available for this station.
 KC0211
 KC0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD020978(NAD 83)
 KC0211_MARKER: DD = SURVEY DISK
 KC0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0211_SP_SET: BRIDGE
 KC0211_STAMPING: H 6 RESET 1959 USGS
 KC0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0211
 KC0211  HISTORY     - Date     Condition        Report By
 KC0211  HISTORY     - 1959     MONUMENTED       LOCENG
 KC0211
 KC0211                          STATION DESCRIPTION
 KC0211
 KC0211'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 KC0211'0.5 MI E FROM VALLEY CITY.
 KC0211'THE MARK IS LOCATED ABOUT 0.5 MILES EAST ALONG THE WABASH RAILROAD
 KC0211'FROM THE STATION AT VALLEY CITY, IN THE BRIDGE SEAT SOUTH END OF
 KC0211'EAST ABUTMENT OF THE VERTICAL LIFT RAILROAD BRIDGE OVER THE
 KC0211'ILLINOIS RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1146 ***********************************************************************
 KB1146  DESIGNATION -  H 6 USGS RESET 1983
 KB1146  PID         -  KB1146
 KB1146  STATE/COUNTY-  IL/EFFINGHAM
 KB1146  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB1146
 KB1146                         *CURRENT SURVEY CONTROL
 KB1146  ___________________________________________________________________
 KB1146* NAD 83(1986)-  39 07 17.     (N)    088 32 32.     (W)     SCALED    
 KB1146* NAVD 88     -       181.90   (meters)     596.8    (feet)  RESET     
 KB1146  ___________________________________________________________________
 KB1146  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB1146
 KB1146  VERT ORDER  -  THIRD
 KB1146
 KB1146.The horizontal coordinates were scaled from a topographic map and have
 KB1146.an estimated accuracy of +/- 6 seconds.
 KB1146
 KB1146.The orthometric height was computed from unverified reset data.
 KB1146.No vertical observational check was made to the station.
 KB1146
 KB1146.The geoid height was determined by GEOID03.
 KB1146
 KB1146;                    North         East    Units  Estimated Accuracy
 KB1146;SPC IL E     -   272,480.      281,940.      MT  (+/- 180 meters Scaled)
 KB1146
 KB1146                          SUPERSEDED SURVEY CONTROL
 KB1146
 KB1146  NGVD 29 (03/28/06)  181.99   (m)          597.1    (f) RESET       3  
 KB1146
 KB1146.Superseded values are not recommended for survey control.
 KB1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1146.See file dsdata.txt to determine how the superseded data were derived.
 KB1146
 KB1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ666313(NAD 83)
 KB1146_MARKER: DD = SURVEY DISK
 KB1146_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KB1146_SP_SET: BASE
 KB1146_STAMPING: H 6 1929 RESET 1983
 KB1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1146+STABILITY: SURFACE MOTION
 KB1146
 KB1146  HISTORY     - Date     Condition        Report By
 KB1146  HISTORY     - 1983     MONUMENTED       NGS
 KB1146
 KB1146                          STATION DESCRIPTION
 KB1146
 KB1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KB1146'IN EFFINGHAM.
 KB1146'IN EFFINGHAM, IN THE SOUTHWEST CORNER OF THE COURTHOUSE LAWN, IN THE
 KB1146'CONCRETE BASE FOR  A 1910 CANNON, RESTORED IN 1983, DIRECTLY
 KB1146'UNDERNEATH THE REAR END OF CANNON, 17.7 METERS (58.0 FEET) NORTH
 KB1146'OF THE CENTERLINE OF E JEFFERSON STREET, AND 17.1 METERS (56.0 FEET)
 KB1146'EAST OF THE CENTERLINE OF N FOURTH STREET.
 KB1146'THE MARK IS 0.5 FT ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0310 ***********************************************************************
 KC0310  DESIGNATION -  H 79
 KC0310  PID         -  KC0310
 KC0310  STATE/COUNTY-  IL/PIKE
 KC0310  USGS QUAD   -  HULL (1993)
 KC0310
 KC0310                         *CURRENT SURVEY CONTROL
 KC0310  ___________________________________________________________________
 KC0310* NAD 83(1986)-  39 42 06.     (N)    091 09 16.     (W)     SCALED    
 KC0310* NAVD 88     -       145.978  (meters)     478.93   (feet)  ADJUSTED  
 KC0310  ___________________________________________________________________
 KC0310  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0310  DYNAMIC HT  -         145.897 (meters)     478.66  (feet)  COMP
 KC0310  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 KC0310
 KC0310  VERT ORDER  -  SECOND    CLASS 0
 KC0310
 KC0310.The horizontal coordinates were scaled from a topographic map and have
 KC0310.an estimated accuracy of +/- 6 seconds.
 KC0310
 KC0310.The orthometric height was determined by differential leveling
 KC0310.and adjusted by the National Geodetic Survey in June 1991..
 KC0310
 KC0310.The geoid height was determined by GEOID03.
 KC0310
 KC0310.The dynamic height is computed by dividing the NAVD 88
 KC0310.geopotential number by the normal gravity value computed on the
 KC0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0310.degrees latitude (g = 980.6199 gals.).
 KC0310
 KC0310.The modeled gravity was interpolated from observed gravity values.
 KC0310
 KC0310;                    North         East    Units  Estimated Accuracy
 KC0310;SPC IL W     -   337,330.      615,290.      MT  (+/- 180 meters Scaled)
 KC0310
 KC0310                          SUPERSEDED SURVEY CONTROL
 KC0310
 KC0310  NGVD 29 (??/??/92)  146.057  (m)          479.19   (f) ADJ UNCH    2 0
 KC0310
 KC0310.Superseded values are not recommended for survey control.
 KC0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0310.See file dsdata.txt to determine how the superseded data were derived.
 KC0310
 KC0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD582962(NAD 83)
 KC0310_MARKER: DB = BENCH MARK DISK
 KC0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0310_STAMPING: H 79 1935
 KC0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0310+STABILITY: SURFACE MOTION
 KC0310
 KC0310  HISTORY     - Date     Condition        Report By
 KC0310  HISTORY     - 1935     MONUMENTED       CGS
 KC0310  HISTORY     - 1944     GOOD             NGS
 KC0310
 KC0310                          STATION DESCRIPTION
 KC0310
 KC0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KC0310'AT KINDERHOOK.
 KC0310'AT KINDERHOOK, PIKE COUNTY, ON THE WABASH RAILWAY, 50 FEET SOUTH
 KC0310'AND 38 FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 13-1/2
 KC0310'RAILS WEST OF MILEPOST 503, AND 22 FEET SOUTH OF THE CENTERLINE
 KC0310'OF THE TRACK.  A STANDARD DISK, STAMPED H 79 1935 AND SET IN THE
 KC0310'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0781 ***********************************************************************
 JB0781  DESIGNATION -  H 8
 JB0781  PID         -  JB0781
 JB0781  STATE/COUNTY-  IL/FAYETTE
 JB0781  USGS QUAD   -  VANDALIA (1974)
 JB0781
 JB0781                         *CURRENT SURVEY CONTROL
 JB0781  ___________________________________________________________________
 JB0781* NAD 83(1986)-  38 57 08.     (N)    089 05 26.     (W)     SCALED    
 JB0781* NAVD 88     -       148.749  (meters)     488.02   (feet)  ADJUSTED  
 JB0781  ___________________________________________________________________
 JB0781  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JB0781  DYNAMIC HT  -         148.658 (meters)     487.72  (feet)  COMP
 JB0781  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 JB0781
 JB0781  VERT ORDER  -  FIRST     CLASS II
 JB0781
 JB0781.The horizontal coordinates were scaled from a topographic map and have
 JB0781.an estimated accuracy of +/- 6 seconds.
 JB0781
 JB0781.The orthometric height was determined by differential leveling
 JB0781.and adjusted by the National Geodetic Survey in June 1991..
 JB0781
 JB0781.The geoid height was determined by GEOID03.
 JB0781
 JB0781.The dynamic height is computed by dividing the NAVD 88
 JB0781.geopotential number by the normal gravity value computed on the
 JB0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0781.degrees latitude (g = 980.6199 gals.).
 JB0781
 JB0781.The modeled gravity was interpolated from observed gravity values.
 JB0781
 JB0781;                    North         East    Units  Estimated Accuracy
 JB0781;SPC IL E     -   253,950.      234,360.      MT  (+/- 180 meters Scaled)
 JB0781
 JB0781                          SUPERSEDED SURVEY CONTROL
 JB0781
 JB0781  NGVD 29 (??/??/92)  148.869  (m)          488.41   (f) ADJ UNCH    1 2
 JB0781
 JB0781.Superseded values are not recommended for survey control.
 JB0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0781.See file dsdata.txt to determine how the superseded data were derived.
 JB0781
 JB0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ188135(NAD 83)
 JB0781_MARKER: O = CHISELED CIRCLE
 JB0781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0781_SP_SET: BRIDGE
 JB0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0781
 JB0781  HISTORY     - Date     Condition        Report By
 JB0781  HISTORY     - UNK      MONUMENTED       CGS
 JB0781  HISTORY     - 1969     GOOD             NGS
 JB0781  HISTORY     - 1976     GOOD             NGS
 JB0781
 JB0781                          STATION DESCRIPTION
 JB0781
 JB0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0781'0.8 MI S FROM VANDALIA.
 JB0781'ABOUT 0.75 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0781'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 JB0781'VANDALIA, 0.1 MILE NORTH OF MILEPOST 689, 7 1/2 FEET SOUTHWEST
 JB0781'OF THE SOUTHWEST RAIL, THE HIGH POINT OF AN OUTLINED CIRCLE ON
 JB0781'THE TOP AND 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 JB0781'NORTHEAST ABUTMENT OF A CONCRETE RAILROAD BRIDGE OVER KASKASKIA
 JB0781'RIVER, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 21,
 JB0781'T 6 N, R 1 E.
 JB0781
 JB0781                          STATION RECOVERY (1976)
 JB0781
 JB0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0418 ***********************************************************************
 KC0418  DESIGNATION -  H 80
 KC0418  PID         -  KC0418
 KC0418  STATE/COUNTY-  IL/PIKE
 KC0418  USGS QUAD   -  LOUISIANA (1991)
 KC0418
 KC0418                         *CURRENT SURVEY CONTROL
 KC0418  ___________________________________________________________________
 KC0418* NAD 83(1986)-  39 27 36.     (N)    091 02 10.     (W)     SCALED    
 KC0418* NAVD 88     -       140.969  (meters)     462.50   (feet)  ADJUSTED  
 KC0418  ___________________________________________________________________
 KC0418  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KC0418  DYNAMIC HT  -         140.889 (meters)     462.23  (feet)  COMP
 KC0418  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 KC0418
 KC0418  VERT ORDER  -  SECOND    CLASS 0
 KC0418
 KC0418.The horizontal coordinates were scaled from a topographic map and have
 KC0418.an estimated accuracy of +/- 6 seconds.
 KC0418
 KC0418.The orthometric height was determined by differential leveling
 KC0418.and adjusted by the National Geodetic Survey in June 1991..
 KC0418
 KC0418.The geoid height was determined by GEOID03.
 KC0418
 KC0418.The dynamic height is computed by dividing the NAVD 88
 KC0418.geopotential number by the normal gravity value computed on the
 KC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0418.degrees latitude (g = 980.6199 gals.).
 KC0418
 KC0418.The modeled gravity was interpolated from observed gravity values.
 KC0418
 KC0418;                    North         East    Units  Estimated Accuracy
 KC0418;SPC IL W     -   310,400.      625,180.      MT  (+/- 180 meters Scaled)
 KC0418
 KC0418                          SUPERSEDED SURVEY CONTROL
 KC0418
 KC0418  NGVD 29 (??/??/92)  141.044  (m)          462.74   (f) ADJ UNCH    2 0
 KC0418
 KC0418.Superseded values are not recommended for survey control.
 KC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0418.See file dsdata.txt to determine how the superseded data were derived.
 KC0418
 KC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD689696(NAD 83)
 KC0418_MARKER: DB = BENCH MARK DISK
 KC0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0418_STAMPING: H 80 1935
 KC0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0418+STABILITY: SURFACE MOTION
 KC0418
 KC0418  HISTORY     - Date     Condition        Report By
 KC0418  HISTORY     - 1935     MONUMENTED       CGS
 KC0418  HISTORY     - 1943     GOOD             NGS
 KC0418  HISTORY     - 1973     MARK NOT FOUND   NGS
 KC0418
 KC0418                          STATION DESCRIPTION
 KC0418
 KC0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KC0418'AT PIKE.
 KC0418'AT PIKE, PIKE COUNTY, ON THE ALTON RAILROAD, 32 FEET SOUTH OF THE
 KC0418'STATION SIGN, AT THE CROSSING OF U.S. HIGHWAY 54, 14 FEET EAST
 KC0418'OF THE TRACK, AND 34 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 KC0418'A STANDARD DISK, STAMPED H 80 1935 AND SET IN THE TOP OF A
 KC0418'CONCRETE POST.
 KC0418
 KC0418                          STATION RECOVERY (1973)
 KC0418
 KC0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KC0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0374 ***********************************************************************
 KC0374  DESIGNATION -  H 81
 KC0374  PID         -  KC0374
 KC0374  STATE/COUNTY-  IL/ADAMS
 KC0374  USGS QUAD   -  QUINCY WEST (1996)
 KC0374
 KC0374                         *CURRENT SURVEY CONTROL
 KC0374  ___________________________________________________________________
 KC0374* NAD 83(1986)-  39 53 31.     (N)    091 24 20.     (W)     SCALED    
 KC0374* NAVD 88     -       146.326  (meters)     480.07   (feet)  ADJUSTED  
 KC0374  ___________________________________________________________________
 KC0374  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KC0374  DYNAMIC HT  -         146.250 (meters)     479.82  (feet)  COMP
 KC0374  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KC0374
 KC0374  VERT ORDER  -  SECOND    CLASS 0
 KC0374
 KC0374.The horizontal coordinates were scaled from a topographic map and have
 KC0374.an estimated accuracy of +/- 6 seconds.
 KC0374
 KC0374.The orthometric height was determined by differential leveling
 KC0374.and adjusted by the National Geodetic Survey in June 1991..
 KC0374
 KC0374.The geoid height was determined by GEOID03.
 KC0374
 KC0374.The dynamic height is computed by dividing the NAVD 88
 KC0374.geopotential number by the normal gravity value computed on the
 KC0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0374.degrees latitude (g = 980.6199 gals.).
 KC0374
 KC0374.The modeled gravity was interpolated from observed gravity values.
 KC0374
 KC0374;                    North         East    Units  Estimated Accuracy
 KC0374;SPC IL W     -   358,730.      594,050.      MT  (+/- 180 meters Scaled)
 KC0374
 KC0374                          SUPERSEDED SURVEY CONTROL
 KC0374
 KC0374  NGVD 29 (??/??/92)  146.411  (m)          480.35   (f) ADJ UNCH    2 0
 KC0374
 KC0374.Superseded values are not recommended for survey control.
 KC0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0374.See file dsdata.txt to determine how the superseded data were derived.
 KC0374
 KC0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE363169(NAD 83)
 KC0374_MARKER: DB = BENCH MARK DISK
 KC0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0374_STAMPING: H 81 1935
 KC0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0374+STABILITY: SURFACE MOTION
 KC0374
 KC0374  HISTORY     - Date     Condition        Report By
 KC0374  HISTORY     - 1935     MONUMENTED       CGS
 KC0374  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0374
 KC0374                          STATION DESCRIPTION
 KC0374
 KC0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0374'2.8 MI S FROM QUINCY.
 KC0374'2.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0374'FROM THE STATION AT QUINCY, ADAMS COUNTY, 0.2 MILE SOUTH OF
 KC0374'MILEPOST 265, 16 FEET NORTH OF THE CENTER OF A ROAD CROSSING,
 KC0374'20 FEET EAST OF THE TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 KC0374'FENCE.  A STANDARD DISK, STAMPED H 81 1935 AND SET IN THE TOP
 KC0374'OF A CONCRETE POST.
 KC0374
 KC0374                          STATION RECOVERY (1971)
 KC0374
 KC0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0631 ***********************************************************************
 KB0631  DESIGNATION -  H 82
 KB0631  PID         -  KB0631
 KB0631  STATE/COUNTY-  IL/MOULTRIE
 KB0631  USGS QUAD   -  SULLIVAN (1983)
 KB0631
 KB0631                         *CURRENT SURVEY CONTROL
 KB0631  ___________________________________________________________________
 KB0631* NAD 83(1986)-  39 35 55.     (N)    088 37 05.     (W)     SCALED    
 KB0631* NAVD 88     -       210.483  (meters)     690.56   (feet)  ADJUSTED  
 KB0631  ___________________________________________________________________
 KB0631  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB0631  DYNAMIC HT  -         210.365 (meters)     690.17  (feet)  COMP
 KB0631  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 KB0631
 KB0631  VERT ORDER  -  SECOND    CLASS 0
 KB0631
 KB0631.The horizontal coordinates were scaled from a topographic map and have
 KB0631.an estimated accuracy of +/- 6 seconds.
 KB0631
 KB0631.The orthometric height was determined by differential leveling
 KB0631.and adjusted by the National Geodetic Survey in June 1991..
 KB0631
 KB0631.The geoid height was determined by GEOID03.
 KB0631
 KB0631.The dynamic height is computed by dividing the NAVD 88
 KB0631.geopotential number by the normal gravity value computed on the
 KB0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0631.degrees latitude (g = 980.6199 gals.).
 KB0631
 KB0631.The modeled gravity was interpolated from observed gravity values.
 KB0631
 KB0631;                    North         East    Units  Estimated Accuracy
 KB0631;SPC IL E     -   325,470.      275,550.      MT  (+/- 180 meters Scaled)
 KB0631
 KB0631                          SUPERSEDED SURVEY CONTROL
 KB0631
 KB0631  NGVD 29 (??/??/92)  210.555  (m)          690.80   (f) ADJ UNCH    2 0
 KB0631
 KB0631.Superseded values are not recommended for survey control.
 KB0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0631.See file dsdata.txt to determine how the superseded data were derived.
 KB0631
 KB0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ610844(NAD 83)
 KB0631_MARKER: DB = BENCH MARK DISK
 KB0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0631_STAMPING: H 82 1935
 KB0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0631+STABILITY: SURFACE MOTION
 KB0631
 KB0631  HISTORY     - Date     Condition        Report By
 KB0631  HISTORY     - 1935     MONUMENTED       CGS
 KB0631  HISTORY     - 1981     MARK NOT FOUND   USGS
 KB0631
 KB0631                          STATION DESCRIPTION
 KB0631
 KB0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0631'AT SULLIVAN.
 KB0631'AT SULLIVAN, MOULTRIE COUNTY, ON THE WABASH RAILWAY, 10 FEET
 KB0631'SOUTH OF THE CHICAGO AND EASTERN RAILWAY STATION, 30 FEET EAST
 KB0631'OF THE TRACK, AND AT THE NORTHWEST CORNER OF A RAILROAD PARK.
 KB0631'A STANDARD DISK, STAMPED H 82 1935 AND SET IN THE TOP OF A
 KB0631'CONCRETE POST.
 KB0631
 KB0631                          STATION RECOVERY (1981)
 KB0631
 KB0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KB0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0471 ***********************************************************************
 KB0471  DESIGNATION -  H 83
 KB0471  PID         -  KB0471
 KB0471  STATE/COUNTY-  IL/EFFINGHAM
 KB0471  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0471
 KB0471                         *CURRENT SURVEY CONTROL
 KB0471  ___________________________________________________________________
 KB0471* NAD 83(1986)-  39 01 56.     (N)    088 34 11.     (W)     SCALED    
 KB0471* NAVD 88     -       169.207  (meters)     555.14   (feet)  ADJUSTED  
 KB0471  ___________________________________________________________________
 KB0471  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KB0471  DYNAMIC HT  -         169.105 (meters)     554.81  (feet)  COMP
 KB0471  MODELED GRAV-     980,019.7   (mgal)                       NAVD 88
 KB0471
 KB0471  VERT ORDER  -  SECOND    CLASS 0
 KB0471
 KB0471.The horizontal coordinates were scaled from a topographic map and have
 KB0471.an estimated accuracy of +/- 6 seconds.
 KB0471
 KB0471.The orthometric height was determined by differential leveling
 KB0471.and adjusted by the National Geodetic Survey in June 1991..
 KB0471
 KB0471.The geoid height was determined by GEOID03.
 KB0471
 KB0471.The dynamic height is computed by dividing the NAVD 88
 KB0471.geopotential number by the normal gravity value computed on the
 KB0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0471.degrees latitude (g = 980.6199 gals.).
 KB0471
 KB0471.The modeled gravity was interpolated from observed gravity values.
 KB0471
 KB0471;                    North         East    Units  Estimated Accuracy
 KB0471;SPC IL E     -   262,580.      279,530.      MT  (+/- 180 meters Scaled)
 KB0471
 KB0471                          SUPERSEDED SURVEY CONTROL
 KB0471
 KB0471  NGVD 29 (??/??/92)  169.304  (m)          555.46   (f) ADJ UNCH    2 0
 KB0471
 KB0471.Superseded values are not recommended for survey control.
 KB0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0471.See file dsdata.txt to determine how the superseded data were derived.
 KB0471
 KB0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ641215(NAD 83)
 KB0471_MARKER: DB = BENCH MARK DISK
 KB0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0471_STAMPING: H 83 1935
 KB0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0471+STABILITY: SURFACE MOTION
 KB0471
 KB0471  HISTORY     - Date     Condition        Report By
 KB0471  HISTORY     - 1935     MONUMENTED       CGS
 KB0471  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0471
 KB0471                          STATION DESCRIPTION
 KB0471
 KB0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0471'0.5 MI N FROM WATSON.
 KB0471'0.5 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0471'STATION AT WATSON, EFFINGHAM COUNTY, 27 RAILS SOUTH OF MILEPOST
 KB0471'205, 3-1/2 RAILS SOUTH OF A ROAD CROSSING, 75 FEET EAST OF THE
 KB0471'TRACK, AND 12 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 KB0471'DISK, STAMPED H 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0471
 KB0471                          STATION RECOVERY (1983)
 KB0471
 KB0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0142 ***********************************************************************
 JB0142  DESIGNATION -  H 85
 JB0142  PID         -  JB0142
 JB0142  STATE/COUNTY-  IL/WHITE
 JB0142  USGS QUAD   -  ENFIELD (1974)
 JB0142
 JB0142                         *CURRENT SURVEY CONTROL
 JB0142  ___________________________________________________________________
 JB0142* NAD 83(1986)-  38 04 58.     (N)    088 20 45.     (W)     SCALED    
 JB0142* NAVD 88     -       141.086  (meters)     462.88   (feet)  ADJUSTED  
 JB0142  ___________________________________________________________________
 JB0142  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 JB0142  DYNAMIC HT  -         140.992 (meters)     462.57  (feet)  COMP
 JB0142  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 JB0142
 JB0142  VERT ORDER  -  SECOND    CLASS 0
 JB0142
 JB0142.The horizontal coordinates were scaled from a topographic map and have
 JB0142.an estimated accuracy of +/- 6 seconds.
 JB0142
 JB0142.The orthometric height was determined by differential leveling
 JB0142.and adjusted by the National Geodetic Survey in June 1991..
 JB0142
 JB0142.The geoid height was determined by GEOID03.
 JB0142
 JB0142.The dynamic height is computed by dividing the NAVD 88
 JB0142.geopotential number by the normal gravity value computed on the
 JB0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0142.degrees latitude (g = 980.6199 gals.).
 JB0142
 JB0142.The modeled gravity was interpolated from observed gravity values.
 JB0142
 JB0142;                    North         East    Units  Estimated Accuracy
 JB0142;SPC IL E     -   157,160.      298,900.      MT  (+/- 180 meters Scaled)
 JB0142
 JB0142                          SUPERSEDED SURVEY CONTROL
 JB0142
 JB0142  NGVD 29 (??/??/92)  141.19   (m)          463.2    (f) COMPUTED    2 0
 JB0142
 JB0142.Superseded values are not recommended for survey control.
 JB0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0142.See file dsdata.txt to determine how the superseded data were derived.
 JB0142
 JB0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH819158(NAD 83)
 JB0142_MARKER: DB = BENCH MARK DISK
 JB0142_SETTING: 0 = UNSPECIFIED SETTING
 JB0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0142
 JB0142  HISTORY     - Date     Condition        Report By
 JB0142  HISTORY     - UNK      MONUMENTED       CGS
 JB0142  HISTORY     - 1935     GOOD             NGS
 JB0142
 JB0142                          STATION DESCRIPTION
 JB0142
 JB0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JB0142'1.1 MI S FROM ENFIELD.
 JB0142'ON THE B. AND O. R.R. 40 FEET EAST OF THE TRACK AT HIGHWAY 14
 JB0142'CROSSING AND 15 FEET WEST OF THE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0143 ***********************************************************************
 JB0143  DESIGNATION -  H 85 RESET 1953
 JB0143  PID         -  JB0143
 JB0143  STATE/COUNTY-  IL/WHITE
 JB0143  USGS QUAD   -  ENFIELD (1974)
 JB0143
 JB0143                         *CURRENT SURVEY CONTROL
 JB0143  ___________________________________________________________________
 JB0143* NAD 83(1986)-  38 04 58.     (N)    088 20 45.     (W)     SCALED    
 JB0143* NAVD 88     -       140.18   (meters)     459.9    (feet)  RESET     
 JB0143  ___________________________________________________________________
 JB0143  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 JB0143
 JB0143  VERT ORDER  -  THIRD
 JB0143
 JB0143.The horizontal coordinates were scaled from a topographic map and have
 JB0143.an estimated accuracy of +/- 6 seconds.
 JB0143
 JB0143.The orthometric height was computed from unverified reset data.
 JB0143
 JB0143.The geoid height was determined by GEOID03.
 JB0143
 JB0143;                    North         East    Units  Estimated Accuracy
 JB0143;SPC IL E     -   157,160.      298,900.      MT  (+/- 180 meters Scaled)
 JB0143
 JB0143                          SUPERSEDED SURVEY CONTROL
 JB0143
 JB0143.No superseded survey control is available for this station.
 JB0143
 JB0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH819158(NAD 83)
 JB0143_MARKER: DD = SURVEY DISK
 JB0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0143_STAMPING: H 85 RESET 1953
 JB0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0143+STABILITY: SURFACE MOTION
 JB0143
 JB0143  HISTORY     - Date     Condition        Report By
 JB0143  HISTORY     - 1953     MONUMENTED       ILHD
 JB0143
 JB0143                          STATION DESCRIPTION
 JB0143
 JB0143'DESCRIBED BY IL HIGHWAY DEPT 1953
 JB0143'1.1 MI S FROM ENFIELD.
 JB0143'1.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0143'STATION AT ENFIELD, AT THE CROSSING OF STATE HIGHWAY 142, 62
 JB0143'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 47 FEET EAST OF THE
 JB0143'CENTERLINE OF THE TRACK, AND 4 FEET NORTH OF THE SOUTHWEST CORNER
 JB0143'POST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1256 ***********************************************************************
 KA1256  DESIGNATION -  H 86
 KA1256  PID         -  KA1256
 KA1256  STATE/COUNTY-  IL/CLARK
 KA1256  USGS QUAD   -  CASEY (1984)
 KA1256
 KA1256                         *CURRENT SURVEY CONTROL
 KA1256  ___________________________________________________________________
 KA1256* NAD 83(1986)-  39 17 51.     (N)    087 59 37.     (W)     SCALED    
 KA1256* NAVD 88     -       197.310  (meters)     647.34   (feet)  ADJUSTED  
 KA1256  ___________________________________________________________________
 KA1256  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KA1256  DYNAMIC HT  -         197.196 (meters)     646.97  (feet)  COMP
 KA1256  MODELED GRAV-     980,040.9   (mgal)                       NAVD 88
 KA1256
 KA1256  VERT ORDER  -  SECOND    CLASS 0
 KA1256
 KA1256.The horizontal coordinates were scaled from a topographic map and have
 KA1256.an estimated accuracy of +/- 6 seconds.
 KA1256
 KA1256.The orthometric height was determined by differential leveling
 KA1256.and adjusted by the National Geodetic Survey in June 1991..
 KA1256
 KA1256.The geoid height was determined by GEOID03.
 KA1256
 KA1256.The dynamic height is computed by dividing the NAVD 88
 KA1256.geopotential number by the normal gravity value computed on the
 KA1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1256.degrees latitude (g = 980.6199 gals.).
 KA1256
 KA1256.The modeled gravity was interpolated from observed gravity values.
 KA1256
 KA1256;                    North         East    Units  Estimated Accuracy
 KA1256;SPC IL E     -   292,060.      329,310.      MT  (+/- 180 meters Scaled)
 KA1256
 KA1256                          SUPERSEDED SURVEY CONTROL
 KA1256
 KA1256  NGVD 29 (??/??/92)  197.376  (m)          647.56   (f) ADJ UNCH    2 0
 KA1256
 KA1256.Superseded values are not recommended for survey control.
 KA1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1256.See file dsdata.txt to determine how the superseded data were derived.
 KA1256
 KA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ143502(NAD 83)
 KA1256_MARKER: DB = BENCH MARK DISK
 KA1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1256_STAMPING: H 86 1935
 KA1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1256+STABILITY: SURFACE MOTION
 KA1256
 KA1256  HISTORY     - Date     Condition        Report By
 KA1256  HISTORY     - 1935     MONUMENTED       CGS
 KA1256  HISTORY     - 1941     GOOD             NGS
 KA1256  HISTORY     - 1982     MARK NOT FOUND   USGS
 KA1256  HISTORY     - 20050207 MARK NOT FOUND   ILDT
 KA1256
 KA1256                          STATION DESCRIPTION
 KA1256
 KA1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KA1256'AT CASEY.
 KA1256'AT CASEY, CLARK COUNTY, ON THE PENNSYLVANIA RAILROAD, 37 FEET
 KA1256'NORTH OF THE STATION, AT THE CROSSING OF THE BALTIMORE AND OHIO
 KA1256'RAILWAY, 20 FEET NORTH OF THE PENNSYLVANIA RAILROAD TRACK, 20
 KA1256'FEET EAST OF THE BALTIMORE AND OHIO RAILWAY TRACK, AND 4 FEET
 KA1256'NORTH OF THE STATION PLATFORM.  A STANDARD DISK, STAMPED H 86
 KA1256'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KA1256
 KA1256                          STATION RECOVERY (1982)
 KA1256
 KA1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KA1256'MARK NOT FOUND.
 KA1256
 KA1256                          STATION RECOVERY (2005)
 KA1256
 KA1256'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0165 ***********************************************************************
 KB0165  DESIGNATION -  H 87
 KB0165  PID         -  KB0165
 KB0165  STATE/COUNTY-  IL/COLES
 KB0165  USGS QUAD   -  MATTOON EAST (1984)
 KB0165
 KB0165                         *CURRENT SURVEY CONTROL
 KB0165  ___________________________________________________________________
 KB0165* NAD 83(1986)-  39 29 32.     (N)    088 18 05.     (W)     SCALED    
 KB0165* NAVD 88     -       211.476  (meters)     693.82   (feet)  ADJUSTED  
 KB0165  ___________________________________________________________________
 KB0165  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0165  DYNAMIC HT  -         211.356 (meters)     693.42  (feet)  COMP
 KB0165  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 KB0165
 KB0165  VERT ORDER  -  SECOND    CLASS 0
 KB0165
 KB0165.The horizontal coordinates were scaled from a topographic map and have
 KB0165.an estimated accuracy of +/- 6 seconds.
 KB0165
 KB0165.The orthometric height was determined by differential leveling
 KB0165.and adjusted by the National Geodetic Survey in June 1991..
 KB0165
 KB0165.The geoid height was determined by GEOID03.
 KB0165
 KB0165.The dynamic height is computed by dividing the NAVD 88
 KB0165.geopotential number by the normal gravity value computed on the
 KB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0165.degrees latitude (g = 980.6199 gals.).
 KB0165
 KB0165.The modeled gravity was interpolated from observed gravity values.
 KB0165
 KB0165;                    North         East    Units  Estimated Accuracy
 KB0165;SPC IL E     -   313,620.      302,750.      MT  (+/- 180 meters Scaled)
 KB0165
 KB0165                          SUPERSEDED SURVEY CONTROL
 KB0165
 KB0165  NGVD 29 (??/??/92)  211.537  (m)          694.02   (f) ADJ UNCH    2 0
 KB0165
 KB0165.Superseded values are not recommended for survey control.
 KB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0165.See file dsdata.txt to determine how the superseded data were derived.
 KB0165
 KB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ880722(NAD 83)
 KB0165_MARKER: DB = BENCH MARK DISK
 KB0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0165_STAMPING: H 87 1935
 KB0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0165+STABILITY: SURFACE MOTION
 KB0165
 KB0165  HISTORY     - Date     Condition        Report By
 KB0165  HISTORY     - 1935     MONUMENTED       CGS
 KB0165  HISTORY     - 1959     GOOD             NGS
 KB0165  HISTORY     - 1973     POOR             NGS
 KB0165  HISTORY     - 1982     POOR             USGS
 KB0165  HISTORY     - 20050228 POOR             ILDT
 KB0165
 KB0165                          STATION DESCRIPTION
 KB0165
 KB0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KB0165'4 MI E FROM MATTOON.
 KB0165'ABOUT 3.95 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 KB0165'AND ST. LOUIS RAILWAY FROM THE STATION AT MATTOON, ABOUT 0.4 MILE
 KB0165'EAST OF THE CROSSING OF A NORTH-SOUTH ROAD (SOUTH TO LERNA), AT
 KB0165'A ROAD CROSSING, 45 1/2 FEET NORTH OF NORTH RAIL, 6.3 FEET
 KB0165'NORTHWEST OF TELEPHONE POLE NO. 124/11, 58 FEET NORTHEAST OF
 KB0165'CENTER OF CROSSING OF AN ASPHALT ROAD, 107 FEET SOUTH-SOUTHEAST
 KB0165'OF THE SOUTHEAST CORNER OF A PORCH OF A FARM HOUSE, 65 1/2 FEET
 KB0165'NORTH AND ACROSS THE TRACK FROM A CROSSING WARNING SIGN, 4 FEET
 KB0165'SOUTHEAST OF THE WEST END OF A FENCE LINE, 2 FEET SOUTH OF A
 KB0165'FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 KB0165'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0165
 KB0165                          STATION RECOVERY (1973)
 KB0165
 KB0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0165'MARK RECOVERED IN POOR CONDITION.
 KB0165
 KB0165                          STATION RECOVERY (1982)
 KB0165
 KB0165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0165'MARK RECOVERED IN POOR CONDITION.
 KB0165
 KB0165                          STATION RECOVERY (2005)
 KB0165
 KB0165'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0165'REMOVED BY LANDOWNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0719 ***********************************************************************
 KB0719  DESIGNATION -  H 88
 KB0719  PID         -  KB0719
 KB0719  STATE/COUNTY-  IL/CHRISTIAN
 KB0719  USGS QUAD   -  PANA (1982)
 KB0719
 KB0719                         *CURRENT SURVEY CONTROL
 KB0719  ___________________________________________________________________
 KB0719* NAD 83(1986)-  39 23 17.     (N)    089 01 32.     (W)     SCALED    
 KB0719* NAVD 88     -       200.506  (meters)     657.83   (feet)  ADJUSTED  
 KB0719  ___________________________________________________________________
 KB0719  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KB0719  DYNAMIC HT  -         200.385 (meters)     657.43  (feet)  COMP
 KB0719  MODELED GRAV-     980,022.5   (mgal)                       NAVD 88
 KB0719
 KB0719  VERT ORDER  -  FIRST     CLASS II
 KB0719
 KB0719.The horizontal coordinates were scaled from a topographic map and have
 KB0719.an estimated accuracy of +/- 6 seconds.
 KB0719
 KB0719.The orthometric height was determined by differential leveling
 KB0719.and adjusted by the National Geodetic Survey in June 1991..
 KB0719
 KB0719.The geoid height was determined by GEOID03.
 KB0719
 KB0719.The dynamic height is computed by dividing the NAVD 88
 KB0719.geopotential number by the normal gravity value computed on the
 KB0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0719.degrees latitude (g = 980.6199 gals.).
 KB0719
 KB0719.The modeled gravity was interpolated from observed gravity values.
 KB0719
 KB0719;                    North         East    Units  Estimated Accuracy
 KB0719;SPC IL W     -   302,670.      798,300.      MT  (+/- 180 meters Scaled)
 KB0719
 KB0719                          SUPERSEDED SURVEY CONTROL
 KB0719
 KB0719  NGVD 29 (??/??/92)  200.593  (m)          658.11   (f) ADJ UNCH    1 2
 KB0719
 KB0719.Superseded values are not recommended for survey control.
 KB0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0719.See file dsdata.txt to determine how the superseded data were derived.
 KB0719
 KB0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ255617(NAD 83)
 KB0719_MARKER: DB = BENCH MARK DISK
 KB0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0719_STAMPING: H 88 1935
 KB0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0719+STABILITY: SURFACE MOTION
 KB0719
 KB0719  HISTORY     - Date     Condition        Report By
 KB0719  HISTORY     - 1935     MONUMENTED       CGS
 KB0719  HISTORY     - 1961     GOOD             NGS
 KB0719  HISTORY     - 1973     GOOD             NGS
 KB0719  HISTORY     - 1979     MARK NOT FOUND   USGS
 KB0719
 KB0719                          STATION DESCRIPTION
 KB0719
 KB0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0719'3.1 MI E FROM PANA.
 KB0719'ABOUT 3.1 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KB0719'THE STATION AT PANA, AT A ROAD CROSSING, IN SECTION 24, T 11 N,
 KB0719'R 2 E, 8 1/2 RAILS WEST OF MILEPOST 164, 45.5 FEET SOUTH OF THE
 KB0719'SOUTH RAIL, 68 FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET
 KB0719'WEST OF A 24-INCH OAK TREE, 2 FEET NORTH OF A FENCE LINE, ABOUT
 KB0719'1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 KB0719'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 KB0719
 KB0719                          STATION RECOVERY (1973)
 KB0719
 KB0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0719'RECOVERED IN GOOD CONDITION.
 KB0719
 KB0719                          STATION RECOVERY (1979)
 KB0719
 KB0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KB0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0507 ***********************************************************************
 KB0507  DESIGNATION -  H 89
 KB0507  PID         -  KB0507
 KB0507  STATE/COUNTY-  IL/EFFINGHAM
 KB0507  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0507
 KB0507                         *CURRENT SURVEY CONTROL
 KB0507  ___________________________________________________________________
 KB0507* NAD 83(1986)-  39 06 39.     (N)    088 34 13.     (W)     SCALED    
 KB0507* NAVD 88     -       178.151  (meters)     584.48   (feet)  ADJUSTED  
 KB0507  ___________________________________________________________________
 KB0507  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0507  DYNAMIC HT  -         178.044 (meters)     584.13  (feet)  COMP
 KB0507  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 KB0507
 KB0507  VERT ORDER  -  SECOND    CLASS 0
 KB0507
 KB0507.The horizontal coordinates were scaled from a topographic map and have
 KB0507.an estimated accuracy of +/- 6 seconds.
 KB0507
 KB0507.The orthometric height was determined by differential leveling
 KB0507.and adjusted by the National Geodetic Survey in June 1991..
 KB0507
 KB0507.The geoid height was determined by GEOID03.
 KB0507
 KB0507.The dynamic height is computed by dividing the NAVD 88
 KB0507.geopotential number by the normal gravity value computed on the
 KB0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0507.degrees latitude (g = 980.6199 gals.).
 KB0507
 KB0507.The modeled gravity was interpolated from observed gravity values.
 KB0507
 KB0507;                    North         East    Units  Estimated Accuracy
 KB0507;SPC IL E     -   271,310.      279,510.      MT  (+/- 180 meters Scaled)
 KB0507
 KB0507                          SUPERSEDED SURVEY CONTROL
 KB0507
 KB0507  NGVD 29 (??/??/92)  178.246  (m)          584.80   (f) ADJ UNCH    2 0
 KB0507
 KB0507.Superseded values are not recommended for survey control.
 KB0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0507.See file dsdata.txt to determine how the superseded data were derived.
 KB0507
 KB0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ642302(NAD 83)
 KB0507_MARKER: DB = BENCH MARK DISK
 KB0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0507_STAMPING: H 89 1935
 KB0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0507+STABILITY: SURFACE MOTION
 KB0507
 KB0507  HISTORY     - Date     Condition        Report By
 KB0507  HISTORY     - 1935     MONUMENTED       CGS
 KB0507  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0507
 KB0507                          STATION DESCRIPTION
 KB0507
 KB0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0507'1.3 MI W FROM EFFINGHAM.
 KB0507'1.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KB0507'AT EFFINGHAM, EFFINGHAM COUNTY, 6-1/4 RAILS EAST OF MILEPOST
 KB0507'142, 50 FEET SOUTH OF THE SOUTH TRACK, AND 40 FEET NORTH OF THE
 KB0507'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 89 1935 AND
 KB0507'SET IN THE TOP OF A CONCRETE POST.
 KB0507
 KB0507                          STATION RECOVERY (1983)
 KB0507
 KB0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1046 ***********************************************************************
 JB1046  DESIGNATION -  H 9
 JB1046  PID         -  JB1046
 JB1046  STATE/COUNTY-  IL/WASHINGTON
 JB1046  USGS QUAD   -  ASHLEY (1974)
 JB1046
 JB1046                         *CURRENT SURVEY CONTROL
 JB1046  ___________________________________________________________________
 JB1046* NAD 83(1986)-  38 19 21.     (N)    089 11 27.     (W)     SCALED    
 JB1046* NAVD 88     -       165.774  (meters)     543.88   (feet)  ADJUSTED  
 JB1046  ___________________________________________________________________
 JB1046  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 JB1046  DYNAMIC HT  -         165.667 (meters)     543.53  (feet)  COMP
 JB1046  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 JB1046
 JB1046  VERT ORDER  -  FIRST     CLASS I
 JB1046
 JB1046.The horizontal coordinates were scaled from a topographic map and have
 JB1046.an estimated accuracy of +/- 6 seconds.
 JB1046
 JB1046.The orthometric height was determined by differential leveling
 JB1046.and adjusted by the National Geodetic Survey in June 1991..
 JB1046
 JB1046.The geoid height was determined by GEOID03.
 JB1046
 JB1046.The dynamic height is computed by dividing the NAVD 88
 JB1046.geopotential number by the normal gravity value computed on the
 JB1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1046.degrees latitude (g = 980.6199 gals.).
 JB1046
 JB1046.The modeled gravity was interpolated from observed gravity values.
 JB1046
 JB1046;                    North         East    Units  Estimated Accuracy
 JB1046;SPC IL W     -   184,220.      785,330.      MT  (+/- 180 meters Scaled)
 JB1046
 JB1046                          SUPERSEDED SURVEY CONTROL
 JB1046
 JB1046  NGVD 29 (??/??/92)  165.884  (m)          544.24   (f) ADJ UNCH    1 1
 JB1046
 JB1046.Superseded values are not recommended for survey control.
 JB1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1046.See file dsdata.txt to determine how the superseded data were derived.
 JB1046
 JB1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH084438(NAD 83)
 JB1046_MARKER: DB = BENCH MARK DISK
 JB1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1046_STAMPING: H 9 1922
 JB1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1046+STABILITY: SURFACE MOTION
 JB1046
 JB1046  HISTORY     - Date     Condition        Report By
 JB1046  HISTORY     - 1922     MONUMENTED       CGS
 JB1046  HISTORY     - 1969     GOOD             NGS
 JB1046
 JB1046                          STATION DESCRIPTION
 JB1046
 JB1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1046'0.4 MI S FROM ASHLEY.
 JB1046'ABOUT 0.45 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1046'THE STATION AT ASHLEY, 0.25 MILE NORTH OF MILEPOST 267, 63 FEET
 JB1046'SOUTH-SOUTHWEST OF THE CENTER OF A CROSSING OF THE WEST SET OF MAIN
 JB1046'TRACKS OF THE RAILROAD AND AN EAST-WEST ROAD, 18 1/2 FEET WEST
 JB1046'OF THE WEST RAIL OF THE WEST SET OF MAIN TRACKS, 47 1/2 FEET
 JB1046'WEST AND ACROSS THE TRACK FROM A CONCRETE WHISTLE SIGN POST,
 JB1046'51 1/2 FEET SOUTH OF A RAILROAD CROSSING SIGN, 1.5 FEET EAST
 JB1046'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 JB1046'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JB1046'12 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 27, T2S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1396 ***********************************************************************
 JA1396  FBN         -  This is a Federal Base Network Control Station.
 JA1396  DESIGNATION -  H 90
 JA1396  PID         -  JA1396
 JA1396  STATE/COUNTY-  IL/JASPER
 JA1396  USGS QUAD   -  OBLONG SOUTH (1977)
 JA1396
 JA1396                         *CURRENT SURVEY CONTROL
 JA1396  ___________________________________________________________________
 JA1396* NAD 83(1997)-  38 59 57.73256(N)    087 57 03.38072(W)     ADJUSTED  
 JA1396* NAVD 88     -       148.786  (meters)     488.14   (feet)  ADJUSTED  
 JA1396  ___________________________________________________________________
 JA1396  X           -     177,469.771 (meters)                     COMP
 JA1396  Y           -  -4,960,288.603 (meters)                     COMP
 JA1396  Z           -   3,992,336.381 (meters)                     COMP
 JA1396  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JA1396  ELLIP HEIGHT-         117.11  (meters)          (09/15/03) GPS OBS
 JA1396  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JA1396  DYNAMIC HT  -         148.698 (meters)     487.85  (feet)  COMP
 JA1396  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 JA1396
 JA1396  HORZ ORDER  -  B
 JA1396  VERT ORDER  -  SECOND    CLASS 0
 JA1396  ELLP ORDER  -  FOURTH    CLASS I
 JA1396
 JA1396.The horizontal coordinates were established by GPS observations
 JA1396.and adjusted by the National Geodetic Survey in July 1998..
 JA1396
 JA1396.The orthometric height was determined by differential leveling
 JA1396.and adjusted by the National Geodetic Survey in June 1991..
 JA1396
 JA1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1396
 JA1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1396
 JA1396.The ellipsoidal height was determined by GPS observations
 JA1396.and is referenced to NAD 83.
 JA1396
 JA1396.The geoid height was determined by GEOID03.
 JA1396
 JA1396.The dynamic height is computed by dividing the NAVD 88
 JA1396.geopotential number by the normal gravity value computed on the
 JA1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1396.degrees latitude (g = 980.6199 gals.).
 JA1396
 JA1396.The modeled gravity was interpolated from observed gravity values.
 JA1396
 JA1396;                    North         East     Units Scale Factor Converg.
 JA1396;SPC IL E     -   258,977.686   333,124.956   MT  0.99998851   +0 14 26.3
 JA1396;SPC IL E     -   849,662.62  1,092,927.46   sFT  0.99998851   +0 14 26.3
 JA1396;UTM  16      - 4,317,136.745   417,654.992   MT  0.99968349   -0 35 54.5
 JA1396
 JA1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1396!SPC IL E     -   0.99998163  x   0.99998851  =   0.99997014
 JA1396!UTM  16      -   0.99998163  x   0.99968349  =   0.99966512
 JA1396
 JA1396                          SUPERSEDED SURVEY CONTROL
 JA1396
 JA1396  ELLIP H (07/17/98)  117.10   (m)                       GP(       ) 4 1
 JA1396  NAVD 88 (07/17/98)  148.79   (m)          488.2    (f) LEVELING    3  
 JA1396  NGVD 29 (??/??/92)  148.908  (m)          488.54   (f) ADJ UNCH    2 0
 JA1396
 JA1396.Superseded values are not recommended for survey control.
 JA1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1396.See file dsdata.txt to determine how the superseded data were derived.
 JA1396
 JA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1765517137(NAD 83)
 JA1396_MARKER: DB = BENCH MARK DISK
 JA1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1396_STAMPING: H 90 1935
 JA1396_MARK LOGO: CGS   
 JA1396_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1396+STABILITY: SURFACE MOTION
 JA1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1396+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 JA1396
 JA1396  HISTORY     - Date     Condition        Report By
 JA1396  HISTORY     - 1935     MONUMENTED       CGS
 JA1396  HISTORY     - 1962     GOOD             NGS
 JA1396  HISTORY     - 19970228 GOOD             NGS
 JA1396  HISTORY     - 19990927 GOOD             ILDT
 JA1396  HISTORY     - 20020812 GOOD             ILDT
 JA1396
 JA1396                          STATION DESCRIPTION
 JA1396
 JA1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JA1396'2.4 MI W FROM OBLONG.
 JA1396'IN JASPER COUNTY, 2.4 MILES WEST ALONG THE ILLINOIS CENTRAL
 JA1396'RAILROAD FROM THE STATION AT OBLONG, CRAWFORD COUNTY, ABOUT 280
 JA1396'YARDS EAST OF MILEPOST E 35- I 142, AT A ROAD CROSSING, 15 YARDS
 JA1396'NORTH OF THE CENTERLINE OF THE TRACK, 13 YARDS WEST OF THE
 JA1396'CENTERLINE OF THE ROAD, 6 YARDS WEST OF A FENCE CORNER, AND AT
 JA1396'THE FENCE.  A STANDARD DISK, STAMPED H 90 1935 AND SET IN THE
 JA1396'TOP OF A CONCRETE POST.
 JA1396
 JA1396                          STATION RECOVERY (1997)
 JA1396
 JA1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JA1396'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) WEST OF OBLONG.  TO REACH
 JA1396'FROM THE INTERSECTION OF STATE ROUTE 33 AND RANGE STREET IN THE CENTER
 JA1396'OF OBLONG, GO WEST AND NORTHWEST ON ROUTE 33 FOR 2.5 MI (4.0 KM) TO A
 JA1396'CROSSROAD.  TURN LEFT, SOUTH ON ROAD 2275E FOR 0.7 MI (1.1 KM) TO THE
 JA1396'STATION ON THE RIGHT IN THE NORTHWEST QUADRANT OF A RAILROAD CROSSING,
 JA1396'ABOUT 0.08 MI (0.13 KM) NORTH OF ROAD 1020N, 15.2 M (49.9 FT)
 JA1396'NORTH-NORTHWEST OF THE CENTER OF THE RAILROAD TRACK, 12.4 M (40.7 FT)
 JA1396'WEST OF THE CENTER OF THE GRAVEL ROAD, 1.0 M (3.3 FT) SOUTHEAST OF
 JA1396'FENCE END POST, AND 0.2 M (0.7 FT) SOUTH OF A METAL WITNESS POST.
 JA1396'NOTE--DISK IS ON TOP OF A 15-CM SQUARE CONCRETE POST WHICH PROJECTS 10
 JA1396'CM.
 JA1396
 JA1396                          STATION RECOVERY (1999)
 JA1396
 JA1396'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JA1396'RECOVERED IN GOOD CONDITION.
 JA1396
 JA1396                          STATION RECOVERY (2002)
 JA1396
 JA1396'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (JK)
 JA1396'RECOVERED AS DESCRIBED
 JA1396'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0713 ***********************************************************************
 KB0713  DESIGNATION -  H 92
 KB0713  PID         -  KB0713
 KB0713  STATE/COUNTY-  IL/CHRISTIAN
 KB0713  USGS QUAD   -  WILLEYS (1982)
 KB0713
 KB0713                         *CURRENT SURVEY CONTROL
 KB0713  ___________________________________________________________________
 KB0713* NAD 83(1986)-  39 30 50.     (N)    089 13 53.     (W)     SCALED    
 KB0713* NAVD 88     -       191.069  (meters)     626.87   (feet)  ADJUSTED  
 KB0713  ___________________________________________________________________
 KB0713  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KB0713  DYNAMIC HT  -         190.959 (meters)     626.50  (feet)  COMP
 KB0713  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 KB0713
 KB0713  VERT ORDER  -  SECOND    CLASS 0
 KB0713
 KB0713.The horizontal coordinates were scaled from a topographic map and have
 KB0713.an estimated accuracy of +/- 6 seconds.
 KB0713
 KB0713.The orthometric height was determined by differential leveling
 KB0713.and adjusted by the National Geodetic Survey in June 1991..
 KB0713
 KB0713.The geoid height was determined by GEOID03.
 KB0713
 KB0713.The dynamic height is computed by dividing the NAVD 88
 KB0713.geopotential number by the normal gravity value computed on the
 KB0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0713.degrees latitude (g = 980.6199 gals.).
 KB0713
 KB0713.The modeled gravity was interpolated from observed gravity values.
 KB0713
 KB0713;                    North         East    Units  Estimated Accuracy
 KB0713;SPC IL W     -   316,440.      780,430.      MT  (+/- 180 meters Scaled)
 KB0713
 KB0713                          SUPERSEDED SURVEY CONTROL
 KB0713
 KB0713  NGVD 29 (??/??/92)  191.162  (m)          627.17   (f) ADJ UNCH    2 0
 KB0713
 KB0713.Superseded values are not recommended for survey control.
 KB0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0713.See file dsdata.txt to determine how the superseded data were derived.
 KB0713
 KB0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ081761(NAD 83)
 KB0713_MARKER: DB = BENCH MARK DISK
 KB0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0713_STAMPING: H 92 1935
 KB0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0713+STABILITY: SURFACE MOTION
 KB0713
 KB0713  HISTORY     - Date     Condition        Report By
 KB0713  HISTORY     - 1935     MONUMENTED       CGS
 KB0713  HISTORY     - 1977     MARK NOT FOUND   USGS
 KB0713
 KB0713                          STATION DESCRIPTION
 KB0713
 KB0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0713'AT VELMA.
 KB0713'AT VELMA, CHRISTIAN COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 KB0713'3 YARDS SOUTHEAST OF THE STATION, 45 YARDS SOUTHEAST OF THE
 KB0713'CENTER OF A ROAD CROSSING, AT POLE 151/13, 4 YARDS NORTHEAST OF
 KB0713'THE CENTERLINE OF THE TRACK, AND AT AN ANGLE OF THE BRICK
 KB0713'PLATFORM, A STANDARD DISK, STAMPED H 92 1935 AND SET IN THE TOP
 KB0713'OF A CONCRETE POST.
 KB0713
 KB0713                          STATION RECOVERY (1977)
 KB0713
 KB0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0832 ***********************************************************************
 KB0832  DESIGNATION -  H 94
 KB0832  PID         -  KB0832
 KB0832  STATE/COUNTY-  IL/MACOUPIN
 KB0832  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0832
 KB0832                         *CURRENT SURVEY CONTROL
 KB0832  ___________________________________________________________________
 KB0832* NAD 83(1986)-  39 04 14.     (N)    089 43 28.     (W)     SCALED    
 KB0832* NAVD 88     -       207.678  (meters)     681.36   (feet)  ADJUSTED  
 KB0832  ___________________________________________________________________
 KB0832  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KB0832  DYNAMIC HT  -         207.555 (meters)     680.95  (feet)  COMP
 KB0832  MODELED GRAV-     980,031.3   (mgal)                       NAVD 88
 KB0832
 KB0832  VERT ORDER  -  SECOND    CLASS 0
 KB0832
 KB0832.The horizontal coordinates were scaled from a topographic map and have
 KB0832.an estimated accuracy of +/- 6 seconds.
 KB0832
 KB0832.The orthometric height was determined by differential leveling
 KB0832.and adjusted by the National Geodetic Survey in June 1991..
 KB0832.WARNING-Repeat measurements at this control monument indicate possible
 KB0832.vertical movement.
 KB0832
 KB0832.The geoid height was determined by GEOID03.
 KB0832
 KB0832.The dynamic height is computed by dividing the NAVD 88
 KB0832.geopotential number by the normal gravity value computed on the
 KB0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0832.degrees latitude (g = 980.6199 gals.).
 KB0832
 KB0832.The modeled gravity was interpolated from observed gravity values.
 KB0832
 KB0832;                    North         East    Units  Estimated Accuracy
 KB0832;SPC IL W     -   266,900.      738,270.      MT  (+/- 180 meters Scaled)
 KB0832
 KB0832                          SUPERSEDED SURVEY CONTROL
 KB0832
 KB0832  NGVD 29 (??/??/92)  207.802  (m)          681.76   (f) ADJ UNCH    2 0
 KB0832
 KB0832.Superseded values are not recommended for survey control.
 KB0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0832.See file dsdata.txt to determine how the superseded data were derived.
 KB0832
 KB0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ643281(NAD 83)
 KB0832_MARKER: DB = BENCH MARK DISK
 KB0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0832_STAMPING: H 94 1935
 KB0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0832+STABILITY: SURFACE MOTION
 KB0832
 KB0832  HISTORY     - Date     Condition        Report By
 KB0832  HISTORY     - 1935     MONUMENTED       CGS
 KB0832  HISTORY     - 1960     GOOD             NGS
 KB0832
 KB0832                          STATION DESCRIPTION
 KB0832
 KB0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0832'AT MOUNT OLIVE.
 KB0832'AT THE WABASH RAILROAD STATION AT MOUNT OLIVE, 76 FEET
 KB0832'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, 31 FEET
 KB0832'WEST OF THE WEST RAIL OF THE WEST TRACK, 4 1/2 FEET NORTHWEST
 KB0832'OF A TELEPHONE POLE, 36 FEET EAST OF THE CENTER LINE OF A GRAVEL
 KB0832'ROAD THAT PARALLELS THE TRACK, 41 FEET SOUTHEAST OF THE CENTER
 KB0832'OF THE JUNCTION OF THE GRAVEL ROAD THAT PARALLELS THE TRACK AND
 KB0832'A STREET LEADING TO THE WEST, 76 FEET NORTH OF A STEEL DERAIL
 KB0832'SIGN POST, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2
 KB0832'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 KB0832'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0156 ***********************************************************************
 JC0156  DESIGNATION -  H 95
 JC0156  PID         -  JC0156
 JC0156  STATE/COUNTY-  IL/MADISON
 JC0156  USGS QUAD   -  GRANITE CITY (1998)
 JC0156
 JC0156                         *CURRENT SURVEY CONTROL
 JC0156  ___________________________________________________________________
 JC0156* NAD 83(1986)-  38 40 12.     (N)    090 10 25.     (W)     SCALED    
 JC0156* NAVD 88     -       127.561  (meters)     418.51   (feet)  ADJUSTED  
 JC0156  ___________________________________________________________________
 JC0156  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JC0156  DYNAMIC HT  -         127.480 (meters)     418.24  (feet)  COMP
 JC0156  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JC0156
 JC0156  VERT ORDER  -  SECOND    CLASS 0
 JC0156
 JC0156.The horizontal coordinates were scaled from a topographic map and have
 JC0156.an estimated accuracy of +/- 6 seconds.
 JC0156
 JC0156.The orthometric height was determined by differential leveling
 JC0156.and adjusted by the National Geodetic Survey in June 1991..
 JC0156
 JC0156.The geoid height was determined by GEOID03.
 JC0156
 JC0156.The dynamic height is computed by dividing the NAVD 88
 JC0156.geopotential number by the normal gravity value computed on the
 JC0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0156.degrees latitude (g = 980.6199 gals.).
 JC0156
 JC0156.The modeled gravity was interpolated from observed gravity values.
 JC0156
 JC0156;                    North         East    Units  Estimated Accuracy
 JC0156;SPC IL W     -   222,340.      699,400.      MT  (+/- 180 meters Scaled)
 JC0156
 JC0156                          SUPERSEDED SURVEY CONTROL
 JC0156
 JC0156  NGVD 29 (??/??/92)  127.675  (m)          418.88   (f) ADJ UNCH    2 0
 JC0156
 JC0156.Superseded values are not recommended for survey control.
 JC0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0156.See file dsdata.txt to determine how the superseded data were derived.
 JC0156
 JC0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC458839(NAD 83)
 JC0156_MARKER: DB = BENCH MARK DISK
 JC0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0156_STAMPING: H 95 1935
 JC0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0156+STABILITY: SURFACE MOTION
 JC0156
 JC0156  HISTORY     - Date     Condition        Report By
 JC0156  HISTORY     - 1935     MONUMENTED       CGS
 JC0156  HISTORY     - 1942     GOOD             NGS
 JC0156
 JC0156                          STATION DESCRIPTION
 JC0156
 JC0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JC0156'AT VENICE.
 JC0156'AT VENICE, MADISON COUNTY, ON THE WABASH RAILROAD, 2 RAILS NORTH
 JC0156'OF THE CROSSING OF BROADWAY (U.S. HIGHWAY 66), 25 FEET NORTHWEST
 JC0156'OF THE CROSSING GATE, AND 20 FEET EAST OF THE TRACK.  A STANDARD
 JC0156'DISK, STAMPED H 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0854 ***********************************************************************
 KB0854  DESIGNATION -  H 96
 KB0854  PID         -  KB0854
 KB0854  STATE/COUNTY-  IL/MACOUPIN
 KB0854  USGS QUAD   -  ATWATER (1979)
 KB0854
 KB0854                         *CURRENT SURVEY CONTROL
 KB0854  ___________________________________________________________________
 KB0854* NAD 83(1986)-  39 19 57.     (N)    089 43 28.     (W)     SCALED    
 KB0854* NAVD 88     -       193.877  (meters)     636.08   (feet)  ADJUSTED  
 KB0854  ___________________________________________________________________
 KB0854  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KB0854  DYNAMIC HT  -         193.767 (meters)     635.72  (feet)  COMP
 KB0854  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 KB0854
 KB0854  VERT ORDER  -  SECOND    CLASS 0
 KB0854
 KB0854.The horizontal coordinates were scaled from a topographic map and have
 KB0854.an estimated accuracy of +/- 6 seconds.
 KB0854
 KB0854.The orthometric height was determined by differential leveling
 KB0854.and adjusted by the National Geodetic Survey in June 1991..
 KB0854
 KB0854.The geoid height was determined by GEOID03.
 KB0854
 KB0854.The dynamic height is computed by dividing the NAVD 88
 KB0854.geopotential number by the normal gravity value computed on the
 KB0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0854.degrees latitude (g = 980.6199 gals.).
 KB0854
 KB0854.The modeled gravity was interpolated from observed gravity values.
 KB0854
 KB0854;                    North         East    Units  Estimated Accuracy
 KB0854;SPC IL W     -   295,970.      738,130.      MT  (+/- 180 meters Scaled)
 KB0854
 KB0854                          SUPERSEDED SURVEY CONTROL
 KB0854
 KB0854  NGVD 29 (??/??/92)  194.008  (m)          636.51   (f) ADJ UNCH    2 0
 KB0854
 KB0854.Superseded values are not recommended for survey control.
 KB0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0854.See file dsdata.txt to determine how the superseded data were derived.
 KB0854
 KB0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ651572(NAD 83)
 KB0854_MARKER: DB = BENCH MARK DISK
 KB0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0854_STAMPING: H 96 1935
 KB0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0854+STABILITY: SURFACE MOTION
 KB0854
 KB0854  HISTORY     - Date     Condition        Report By
 KB0854  HISTORY     - 1935     MONUMENTED       CGS
 KB0854  HISTORY     - 1959     MARK NOT FOUND   NGS
 KB0854  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0854
 KB0854                          STATION DESCRIPTION
 KB0854
 KB0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0854'AT ATWATER.
 KB0854'AT ATWATER, MACOUPIN COUNTY, ON THE CHICAGO, BURLINGTON AND
 KB0854'QUINCY RAILROAD, 27 YARDS NORTH OF THE STATION, 85 YARDS SOUTH
 KB0854'OF MILEPOST 53, AT A STREET CROSSING, 18 YARDS EAST OF THE
 KB0854'CENTERLINE OF THE NORTHBOUND TRACK, 10 YARDS SOUTH OF THE
 KB0854'CENTERLINE OF THE STREET, 1 YARD SOUTH OF A PATH, AND 1 YARD
 KB0854'WEST OF A TILE DRAIN.  A STANDARD DISK, STAMPED H 96 1935 AND SET
 KB0854'IN THE TOP OF A CONCRETE POST.
 KB0854
 KB0854                          STATION RECOVERY (1959)
 KB0854
 KB0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KB0854'MARK NOT FOUND.
 KB0854
 KB0854                          STATION RECOVERY (1976)
 KB0854
 KB0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1266 ***********************************************************************
 JB1266  DESIGNATION -  H 97
 JB1266  PID         -  JB1266
 JB1266  STATE/COUNTY-  IL/RANDOLPH
 JB1266  USGS QUAD   -  EVANSVILLE (1982)
 JB1266
 JB1266                         *CURRENT SURVEY CONTROL
 JB1266  ___________________________________________________________________
 JB1266* NAD 83(1986)-  38 00 51.     (N)    089 59 32.     (W)     SCALED    
 JB1266* NAVD 88     -       115.553  (meters)     379.11   (feet)  ADJUSTED  
 JB1266  ___________________________________________________________________
 JB1266  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 JB1266  DYNAMIC HT  -         115.475 (meters)     378.85  (feet)  COMP
 JB1266  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 JB1266
 JB1266  VERT ORDER  -  SECOND    CLASS 0
 JB1266
 JB1266.The horizontal coordinates were scaled from a topographic map and have
 JB1266.an estimated accuracy of +/- 6 seconds.
 JB1266
 JB1266.The orthometric height was determined by differential leveling
 JB1266.and adjusted by the National Geodetic Survey in June 1991..
 JB1266
 JB1266.The geoid height was determined by GEOID03.
 JB1266
 JB1266.The dynamic height is computed by dividing the NAVD 88
 JB1266.geopotential number by the normal gravity value computed on the
 JB1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1266.degrees latitude (g = 980.6199 gals.).
 JB1266
 JB1266.The modeled gravity was interpolated from observed gravity values.
 JB1266
 JB1266;                    North         East    Units  Estimated Accuracy
 JB1266;SPC IL W     -   149,560.      715,320.      MT  (+/- 180 meters Scaled)
 JB1266
 JB1266                          SUPERSEDED SURVEY CONTROL
 JB1266
 JB1266  NGVD 29 (??/??/92)  115.662  (m)          379.47   (f) ADJ UNCH    2 0
 JB1266
 JB1266.Superseded values are not recommended for survey control.
 JB1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1266.See file dsdata.txt to determine how the superseded data were derived.
 JB1266
 JB1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH373116(NAD 83)
 JB1266_MARKER: DB = BENCH MARK DISK
 JB1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1266_STAMPING: H 97 1935
 JB1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1266+STABILITY: SURFACE MOTION
 JB1266
 JB1266  HISTORY     - Date     Condition        Report By
 JB1266  HISTORY     - 1935     MONUMENTED       CGS
 JB1266  HISTORY     - 1968     MARK NOT FOUND   USGS
 JB1266
 JB1266                          STATION DESCRIPTION
 JB1266
 JB1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1266'AT FLINTON.
 JB1266'AT FLINTON, RANDOLPH COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 JB1266'ABOUT 350 FEET SOUTH OF THE CROSSING OF THE MISSOURI-ILLINOIS
 JB1266'RAILROAD, ABOUT 360 FEET SOUTH OF A SIGNAL TOWER, AT POLE 49/10,
 JB1266'AND 50 FEET EAST OF THE CENTERLINE OF THE EAST MAIN TRACK.  A
 JB1266'STANDARD DISK, STAMPED H 97 1935 AND SET IN THE TOP OF A CONCRETE
 JB1266'POST.
 JB1266
 JB1266                          STATION RECOVERY (1968)
 JB1266
 JB1266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JB1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1087 ***********************************************************************
 HB1087  DESIGNATION -  H 98
 HB1087  PID         -  HB1087
 HB1087  STATE/COUNTY-  IL/JACKSON
 HB1087  USGS QUAD   -  ALTENBURG (1994)
 HB1087
 HB1087                         *CURRENT SURVEY CONTROL
 HB1087  ___________________________________________________________________
 HB1087* NAD 83(1986)-  37 43 34.     (N)    089 30 15.     (W)     SCALED    
 HB1087* NAVD 88     -       109.400  (meters)     358.92   (feet)  ADJUSTED  
 HB1087  ___________________________________________________________________
 HB1087  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB1087  DYNAMIC HT  -         109.324 (meters)     358.67  (feet)  COMP
 HB1087  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 HB1087
 HB1087  VERT ORDER  -  SECOND    CLASS 0
 HB1087
 HB1087.The horizontal coordinates were scaled from a topographic map and have
 HB1087.an estimated accuracy of +/- 6 seconds.
 HB1087
 HB1087.The orthometric height was determined by differential leveling
 HB1087.and adjusted by the National Geodetic Survey in June 1991..
 HB1087
 HB1087.The geoid height was determined by GEOID03.
 HB1087
 HB1087.The dynamic height is computed by dividing the NAVD 88
 HB1087.geopotential number by the normal gravity value computed on the
 HB1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1087.degrees latitude (g = 980.6199 gals.).
 HB1087
 HB1087.The modeled gravity was interpolated from observed gravity values.
 HB1087
 HB1087;                    North         East    Units  Estimated Accuracy
 HB1087;SPC IL W     -   117,780.      758,400.      MT  (+/- 180 meters Scaled)
 HB1087
 HB1087                          SUPERSEDED SURVEY CONTROL
 HB1087
 HB1087  NGVD 29 (??/??/??)  109.501  (m)          359.25   (f) ADJUSTED    2 0
 HB1087
 HB1087.Superseded values are not recommended for survey control.
 HB1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1087.See file dsdata.txt to determine how the superseded data were derived.
 HB1087
 HB1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG793783(NAD 83)
 HB1087_MARKER: DB = BENCH MARK DISK
 HB1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB1087_STAMPING: H 98 1935
 HB1087_PROJECTION: FLUSH
 HB1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1087+STABILITY: SURFACE MOTION
 HB1087
 HB1087  HISTORY     - Date     Condition        Report By
 HB1087  HISTORY     - 1935     MONUMENTED       CGS
 HB1087  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB1087
 HB1087                          STATION DESCRIPTION
 HB1087
 HB1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB1087'1.1 MI NW FROM GORHAM.
 HB1087'1.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HB1087'THE STATION AT GORHAM, JACKSON COUNTY, 225 FEET SOUTH OF A ROAD
 HB1087'CROSSING, AT POLE 83/04, 45 FEET EAST OF THE CENTERLINE OF THE
 HB1087'EAST MAIN TRACK, AND 12 FEET WEST OF A CINDER ROAD.  A STANDARD
 HB1087'DISK STAMPED H 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB1087
 HB1087                          STATION RECOVERY (1981)
 HB1087
 HB1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB1087'MARK WAS NOT RECOVERED, A PORTION OF THE CONCRETE POST WAS FOUND
 HB1087'NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1098 ***********************************************************************
 JB1098  DESIGNATION -  H 99
 JB1098  PID         -  JB1098
 JB1098  STATE/COUNTY-  IL/PERRY
 JB1098  USGS QUAD   -  WINKLE (1974)
 JB1098
 JB1098                         *CURRENT SURVEY CONTROL
 JB1098  ___________________________________________________________________
 JB1098* NAD 83(1986)-  38 09 07.     (N)    089 29 19.     (W)     SCALED    
 JB1098* NAVD 88     -       172.424  (meters)     565.69   (feet)  ADJUSTED  
 JB1098  ___________________________________________________________________
 JB1098  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 JB1098  DYNAMIC HT  -         172.311 (meters)     565.32  (feet)  COMP
 JB1098  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 JB1098
 JB1098  VERT ORDER  -  SECOND    CLASS 0
 JB1098
 JB1098.The horizontal coordinates were scaled from a topographic map and have
 JB1098.an estimated accuracy of +/- 6 seconds.
 JB1098
 JB1098.The orthometric height was determined by differential leveling
 JB1098.and adjusted by the National Geodetic Survey in June 1991..
 JB1098
 JB1098.The geoid height was determined by GEOID03.
 JB1098
 JB1098.The dynamic height is computed by dividing the NAVD 88
 JB1098.geopotential number by the normal gravity value computed on the
 JB1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1098.degrees latitude (g = 980.6199 gals.).
 JB1098
 JB1098.The modeled gravity was interpolated from observed gravity values.
 JB1098
 JB1098;                    North         East    Units  Estimated Accuracy
 JB1098;SPC IL W     -   165,050.      759,430.      MT  (+/- 180 meters Scaled)
 JB1098
 JB1098                          SUPERSEDED SURVEY CONTROL
 JB1098
 JB1098  NGVD 29 (??/??/92)  172.520  (m)          566.01   (f) ADJ UNCH    2 0
 JB1098
 JB1098.Superseded values are not recommended for survey control.
 JB1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1098.See file dsdata.txt to determine how the superseded data were derived.
 JB1098
 JB1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH819256(NAD 83)
 JB1098_MARKER: DB = BENCH MARK DISK
 JB1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1098_STAMPING: H 99 1935
 JB1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1098+STABILITY: SURFACE MOTION
 JB1098
 JB1098  HISTORY     - Date     Condition        Report By
 JB1098  HISTORY     - 1935     MONUMENTED       CGS
 JB1098  HISTORY     - 1962     GOOD             USGS
 JB1098  HISTORY     - 1979     GOOD             ILDT
 JB1098  HISTORY     - 20020516 GOOD             ILDT
 JB1098
 JB1098                          STATION DESCRIPTION
 JB1098
 JB1098'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 JB1098'AT WINKLE.
 JB1098'AT CRAIG (WINKLE STATION), NEAR THE CENTER OF SEA. 25, T.4 S.,
 JB1098'R.4 W., 25 FT. NORTH OF DRIVE, 90 FT. WEST OF DRIVE WHERE IT
 JB1098'TURNS NORTH, 5 FT. SOUTH OF A 10 INCH ELM TREE, 1.2 FT. LOWER
 JB1098'THAN BEND IN DRIVE.  SET IN THE TOP OF A CONCRETE POST.  POST IS
 JB1098'EAST OF R.R. CROSSING.
 JB1098
 JB1098                          STATION RECOVERY (1979)
 JB1098
 JB1098'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1098'RECOVERED IN GOOD CONDITION.
 JB1098
 JB1098                          STATION RECOVERY (2002)
 JB1098
 JB1098'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 JB1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0059 ***********************************************************************
 KB0059  DESIGNATION -  HACKETT AZ MK
 KB0059  PID         -  KB0059
 KB0059  STATE/COUNTY-  IL/CHAMPAIGN
 KB0059  USGS QUAD   -  TOLONO (1983)
 KB0059
 KB0059                         *CURRENT SURVEY CONTROL
 KB0059  ___________________________________________________________________
 KB0059* NAD 83(1986)-  39 54 09.     (N)    088 16 27.     (W)     SCALED    
 KB0059* NAVD 88     -       215.711  (meters)     707.71   (feet)  ADJUSTED  
 KB0059  ___________________________________________________________________
 KB0059  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0059  DYNAMIC HT  -         215.600 (meters)     707.35  (feet)  COMP
 KB0059  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KB0059
 KB0059  VERT ORDER  -  SECOND    CLASS 0
 KB0059
 KB0059.The horizontal coordinates were scaled from a topographic map and have
 KB0059.an estimated accuracy of +/- 6 seconds.
 KB0059
 KB0059.The orthometric height was determined by differential leveling
 KB0059.and adjusted by the National Geodetic Survey in June 1991..
 KB0059
 KB0059.The geoid height was determined by GEOID03.
 KB0059
 KB0059.The dynamic height is computed by dividing the NAVD 88
 KB0059.geopotential number by the normal gravity value computed on the
 KB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0059.degrees latitude (g = 980.6199 gals.).
 KB0059
 KB0059.The modeled gravity was interpolated from observed gravity values.
 KB0059
 KB0059;                    North         East    Units  Estimated Accuracy
 KB0059;SPC IL E     -   359,180.      305,060.      MT  (+/- 180 meters Scaled)
 KB0059
 KB0059                          SUPERSEDED SURVEY CONTROL
 KB0059
 KB0059  NGVD 29 (??/??/92)  215.769  (m)          707.90   (f) ADJ UNCH    2 0
 KB0059
 KB0059.Superseded values are not recommended for survey control.
 KB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0059.See file dsdata.txt to determine how the superseded data were derived.
 KB0059
 KB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK910177(NAD 83)
 KB0059_MARKER: DZ = AZIMUTH MARK DISK
 KB0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0059_STAMPING: HACKETT 1959
 KB0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0059+STABILITY: SURFACE MOTION
 KB0059
 KB0059  HISTORY     - Date     Condition        Report By
 KB0059  HISTORY     - 1959     MONUMENTED       CGS
 KB0059  HISTORY     - 1974     GOOD             NGS
 KB0059  HISTORY     - 1980     GOOD             USGS
 KB0059
 KB0059                          STATION DESCRIPTION
 KB0059
 KB0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0059'0.9 MI S FROM PESOTUM.
 KB0059'ABOUT 0.35 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 KB0059'CENTRAL RAILROAD STATION AT PESOTUM, THENCE 0.15 MILES SOUTH ALONG
 KB0059'A GRAVEL ROAD, THENCE 0.05 MILES EAST ALONG A GRAVEL ROAD,
 KB0059'THENCE 0.35 MILES SOUTH ALONG AN ASPHALT ROAD, ABOUT 0.1 MILE
 KB0059'SOUTH OF A FARM HOUSE EAST OF THE ROAD, ABOUT 101 YARDS SOUTH OF
 KB0059'AN ILLINOIS CENTRAL RAILROAD WHISTLE POST, 23 FEET WEST OF THE
 KB0059'CENTER LINE OF THE ROAD, 86 1/2 FEET EAST OF THE EAST RAIL OF THE
 KB0059'NORTH BOUND MAIN TRACK, 4 FEET SOUTH OF A TELEPHONE POLE WITH A
 KB0059'WIRE BRACE, 2.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1
 KB0059'FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KB0059'POST PROJECTING 3 INCHES.
 KB0059
 KB0059                          STATION RECOVERY (1974)
 KB0059
 KB0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KB0059'RECOVERED IN GOOD CONDITION.
 KB0059
 KB0059                          STATION RECOVERY (1980)
 KB0059
 KB0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0060 ***********************************************************************
 KB0060  DESIGNATION -  HACKETT RM 1
 KB0060  PID         -  KB0060
 KB0060  STATE/COUNTY-  IL/CHAMPAIGN
 KB0060  USGS QUAD   -  TOLONO (1983)
 KB0060
 KB0060                         *CURRENT SURVEY CONTROL
 KB0060  ___________________________________________________________________
 KB0060* NAD 83(1986)-  39 53 44.     (N)    088 16 26.     (W)     SCALED    
 KB0060* NAVD 88     -       215.018  (meters)     705.44   (feet)  ADJUSTED  
 KB0060  ___________________________________________________________________
 KB0060  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0060  DYNAMIC HT  -         214.907 (meters)     705.07  (feet)  COMP
 KB0060  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 KB0060
 KB0060  VERT ORDER  -  SECOND    CLASS 0
 KB0060
 KB0060.The horizontal coordinates were scaled from a topographic map and have
 KB0060.an estimated accuracy of +/- 6 seconds.
 KB0060
 KB0060.The orthometric height was determined by differential leveling
 KB0060.and adjusted by the National Geodetic Survey in June 1991..
 KB0060
 KB0060.The geoid height was determined by GEOID03.
 KB0060
 KB0060.The dynamic height is computed by dividing the NAVD 88
 KB0060.geopotential number by the normal gravity value computed on the
 KB0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0060.degrees latitude (g = 980.6199 gals.).
 KB0060
 KB0060.The modeled gravity was interpolated from observed gravity values.
 KB0060
 KB0060;                    North         East    Units  Estimated Accuracy
 KB0060;SPC IL E     -   358,410.      305,080.      MT  (+/- 180 meters Scaled)
 KB0060
 KB0060                          SUPERSEDED SURVEY CONTROL
 KB0060
 KB0060  NGVD 29 (??/??/92)  215.076  (m)          705.63   (f) ADJ UNCH    2 0
 KB0060
 KB0060.Superseded values are not recommended for survey control.
 KB0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0060.See file dsdata.txt to determine how the superseded data were derived.
 KB0060
 KB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK910169(NAD 83)
 KB0060_MARKER: DR = REFERENCE MARK DISK
 KB0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0060_STAMPING: HACKETT NO 1 1959
 KB0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0060+STABILITY: SURFACE MOTION
 KB0060
 KB0060  HISTORY     - Date     Condition        Report By
 KB0060  HISTORY     - 1959     MONUMENTED       CGS
 KB0060  HISTORY     - 1980     GOOD             USGS
 KB0060
 KB0060                          STATION DESCRIPTION
 KB0060
 KB0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0060'1.4 MI S FROM PESOTUM.
 KB0060'ABOUT 0.35 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 KB0060'CENTRAL RAILROAD STATION AT PESOTUM, THENCE 0.15 MILES SOUTH ALONG
 KB0060'A GRAVEL ROAD, THENCE 0.05 MILE EAST ALONG A GRAVEL ROAD, THENCE
 KB0060'0.9 MILES SOUTH ALONG AN ASPHALT ROAD, ABOUT 0.15 MILE NORTH OF AN
 KB0060'EAST-WEST CROSS ROAD, ABOUT 0.1 MILE SOUTH OF A FARM ROAD EAST TO
 KB0060'A FARM HOUSE, 42 FEET EAST AND ACROSS THE ROAD FROM THE SECOND
 KB0060'TELEPHONE POLE SOUTH OF THE FARM ROAD EAST, 21 FEET EAST OF THE
 KB0060'CENTER LINE OF THE ROAD, 46.5 FEET NORTH OF TRIANGULATION STATION
 KB0060'HACKETT, 46.6 FEET NORTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 KB0060'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KB0060'FLUSH WITH THE GROUND.
 KB0060
 KB0060                          STATION RECOVERY (1980)
 KB0060
 KB0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0060'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0568 ***********************************************************************
 NG0568  DESIGNATION -  HALF DAY
 NG0568  PID         -  NG0568
 NG0568  STATE/COUNTY-  IL/LAKE
 NG0568  USGS QUAD   -  WHEELING (1993)
 NG0568
 NG0568                         *CURRENT SURVEY CONTROL
 NG0568  ___________________________________________________________________
 NG0568* NAD 83(1997)-  42 11 23.06448(N)    087 55 44.98073(W)     ADJUSTED  
 NG0568* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 NG0568  ___________________________________________________________________
 NG0568  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 NG0568  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NG0568
 NG0568  HORZ ORDER  -  THIRD
 NG0568
 NG0568.The horizontal coordinates were established by classical geodetic methods
 NG0568.and adjusted by the National Geodetic Survey in October 1999..
 NG0568
 NG0568.The orthometric height was scaled from a topographic map.
 NG0568
 NG0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0568
 NG0568.The geoid height was determined by GEOID03.
 NG0568
 NG0568;                    North         East     Units Scale Factor Converg.
 NG0568;SPC IL E     -   613,256.574   333,385.491   MT  0.99998871   +0 16 17.2
 NG0568;SPC IL E     - 2,011,992.61  1,093,782.23   sFT  0.99998871   +0 16 17.2
 NG0568;UTM  16      - 4,671,261.018   423,277.757   MT  0.99967243   -0 37 26.6
 NG0568
 NG0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0568!SPC IL E     -   0.99997444  x   0.99998871  =   0.99996315
 NG0568!UTM  16      -   0.99997444  x   0.99967243  =   0.99964688
 NG0568
 NG0568|---------------------------------------------------------------------|
 NG0568| PID    Reference Object                     Distance      Geod. Az  |
 NG0568|                                                           dddmmss.s |
 NG0568| CI9707 HALF DAY RM 1                        30.514 METERS 06431     |
 NG0568| NG0518 N BROOK N SHORE GAS CO TANK         APPROX. 8.2 KM 1201748.7 |
 NG0568| CI9708 HALF DAY RM 2                        31.501 METERS 16402     |
 NG0568| CI9706 HALF DAY AZ MK 2                                   33510     |
 NG0568| CI9705 HALF DAY AZ MK                                     3493545.9 |
 NG0568|---------------------------------------------------------------------|
 NG0568
 NG0568                          SUPERSEDED SURVEY CONTROL
 NG0568
 NG0568  NAD 83(1997)-  42 11 23.06447(N)    087 55 44.98129(W) AD(       ) 3
 NG0568  NAD 83(1997)-  42 11 23.06567(N)    087 55 44.99345(W) AD(       ) 3
 NG0568  NAD 83(1986)-  42 11 23.06640(N)    087 55 44.99505(W) AD(       ) 3
 NG0568  NAD 27      -  42 11 22.96950(N)    087 55 44.72870(W) AD(       ) 3
 NG0568
 NG0568.Superseded values are not recommended for survey control.
 NG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0568.See file dsdata.txt to determine how the superseded data were derived.
 NG0568
 NG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2327871261(NAD 83)
 NG0568_MARKER: DS = TRIANGULATION STATION DISK
 NG0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0568
 NG0568  HISTORY     - Date     Condition        Report By
 NG0568  HISTORY     - 1954     MONUMENTED       CGS
 NG0568  HISTORY     - 1956     GOOD             CGS
 NG0568  HISTORY     - 1970     GOOD             BRADY
 NG0568  HISTORY     - 1970     GOOD             NGS
 NG0568  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NG0568  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 NG0568
 NG0568                          STATION DESCRIPTION
 NG0568
 NG0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0568'STATION IS LOCATED ON RIGHT-OF-WAY OF STATE HIGHWAY 21 AND IS ABOUT
 NG0568'0.6 MILES SOUTH OF HALF
 NG0568'DAY AND ABOUT 3.5 MILES NORTH OF WHEELING.  IT IS 50 FEET WEST OF THE
 NG0568'CENTER OF STATE HIGHWAY 21, 21
 NG0568'FEET NORTHEAST OF A TRIANGLE BLAZED TREE AND 3 FEET
 NG0568'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 NG0568'AND THE DISK IS STAMPED HALF DAY 1954.
 NG0568'
 NG0568'REFERENCE MARK NO. 1 IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 NG0568'3 FEET SOUTH OF A TELEPHONE
 NG0568'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HALF DAY NO 1 1954.
 NG0568'
 NG0568'REFERENCE MARK NO. 2 IS 48 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 NG0568'100 FEET SOUTH OF A WHITE
 NG0568'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HALF DAY NO
 NG0568'2 1954.
 NG0568'
 NG0568'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF THE HIGHWAY, 6 FEET
 NG0568'SOUTH OF A TELEPHONE POLE AND
 NG0568'4 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 NG0568'DISK IS STAMPED HALF DAY 1954.
 NG0568'
 NG0568'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 21,
 NG0568'IN WHEELING, GO NORTH ON
 NG0568'HIGHWAY 21 FOR 3.55 MILES TO THE STATION ON THE LEFT.  CONTINUE AHEAD
 NG0568'FOR 0.3 MILES TO THE AZIMUTH MARK
 NG0568'ON THE RIGHT.
 NG0568'
 NG0568'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NG0568
 NG0568                          STATION RECOVERY (1956)
 NG0568
 NG0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NG0568'THE STATION REFERENCE MARKS NOS. 1 AND 2
 NG0568'AND AZIMUTH MARK
 NG0568'RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE OF 0.08
 NG0568'FOOT WAS FOUND IN THE DISTANCE TO
 NG0568'REFERENCE MARK 2 AND A DIFFERENCE OF 0.04 FOOT WAS FOUND IN THE
 NG0568'DISTANCE TO REFERENCE MARK 1.  THE 1956
 NG0568'DIRECTIONS CHECKED WITH THE 1954 DIRECTIONS.
 NG0568'
 NG0568'THE ORIGINAL DESCRIPTION SUBMITTED BY E.L. JONES IN 1954 IS ADEQUATE.
 NG0568'
 NG0568'HEIGHT OF LIGHT ABOVE THE MARK, 30 METERS.
 NG0568
 NG0568                          STATION RECOVERY (1970)
 NG0568
 NG0568'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (JJ)
 NG0568'HALF DAY 1954 RECOVERED IN GOOD CONDITION.
 NG0568'
 NG0568'STATION AND REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.  AZIMUTH
 NG0568'MARK WAS NOT RECOVERED.
 NG0568'A NEW SEWER HAS BEEN LAID IN THIS AREA.  THE STATION
 NG0568'WAS OCCUPIED, ANGLES TURNED FROM BOTH
 NG0568'REFERENCE MARKS TO LOCATE AZIMUTH
 NG0568'MARK, BUT DID NOT FIND IT.
 NG0568
 NG0568                          STATION RECOVERY (1970)
 NG0568
 NG0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NG0568'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NG0568'A SEARCH WAS MADE
 NG0568'FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND AND IS
 NG0568'ASSUMED TO HAVE BEEN DESTROYED BY
 NG0568'SEWER CONSTRUCTION.  A NEW AZIMUTH
 NG0568'MARK WAS SET.  THE DIRECTION TO THE REFERENCE MARKS
 NG0568'CHECKED.  THE DISTANCE
 NG0568'TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.05 OF A FOOT.
 NG0568'THE DISTANCE TO
 NG0568'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.08 OF A
 NG0568'FOOT.  A NEW DESCRIPTION FOLLOWS.
 NG0568'
 NG0568'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF WHEELING, ON
 NG0568'ROAD RIGHT-OF-WAY,
 NG0568'AT THE NORTHEAST CORNER OF AN ABANDONED GRAVEL PIT,
 NG0568'14 FEET SOUTHEAST OF A FENCE CORNER,
 NG0568'1 FOOT SOUTH OF A METAL WITNESS
 NG0568'POST, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 NG0568'21 FEET NORTHEAST OF
 NG0568'AN 18 INCH BOX ELDER TREE.  THE MONUMENT IS FLUSH AND THE DISK
 NG0568'IS STAMPED HALF DAY
 NG0568'1954.
 NG0568'
 NG0568'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 21
 NG0568'AND U.S. HIGHWAY
 NG0568'45 AT WHEELING, GO NORTHWESTERLY ON HIGHWAY 45 AND 21
 NG0568'FOR 3.55 MILES TO THE STATION ON
 NG0568'THE LEFT.  CONTINUE NORTHWEST ON THE
 NG0568'HIGHWAY FOR 0.5 MILE TO THE ENTRANCE TO THE
 NG0568'CHICAGOLAND AIRPORT.  TURN
 NG0568'LEFT ON THE DRIVE AND GO WEST FOR 0.1 MILE TO THE AZIMUTH MARK
 NG0568'AS DESCRIBED.
 NG0568'
 NG0568'REFERENCE MARK 1 IS 23 FEET WEST OF THE CENTERLINE OF GRAVELED
 NG0568'ROAD AROUND THE
 NG0568'WEST SIDE OF GRAVEL PIT, 1 FOOT NORTH OF A METAL
 NG0568'WITNESS POST AND 50 FEET EAST OF
 NG0568'THE CENTERLINE OF THE HIGHWAY.  THE
 NG0568'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NG0568'HALF DAY NO 1 1954.
 NG0568'
 NG0568'REFERENCE MARK 2 IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 NG0568'AND 92 FEET
 NG0568'SOUTHEAST OF THE BOX ELDER TREE.  THE MONUMENT IS FLUSH
 NG0568'AND THE DISK IS STAMPED HALF
 NG0568'DAY NO 2 1954.
 NG0568'
 NG0568'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HALF DAY 1954 1970
 NG0568'SET IN A DRILL
 NG0568'HOLE IN THE CONCRETE RAMP OF THE CHICAGO AREO CORPORATION
 NG0568'HANGAR, 40 FEET SOUTH OF THE
 NG0568'NORTHEAST CORNER, 2 FEET EAST OF THE EAST
 NG0568'WALL, AND 8 FEET SOUTH OF THE CENTER OF THE
 NG0568'RAMP.
 NG0568'
 NG0568'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1/2 MILE
 NG0568'SOUTH OF HALF DAY
 NG0568'
 NG0568'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 NG0568
 NG0568                          STATION RECOVERY (1989)
 NG0568
 NG0568'RECOVERY NOTE BY US POWER SQUADRON 1989 (GAM)
 NG0568'MARK NOT FOUND.
 NG0568
 NG0568                          STATION RECOVERY (2002)
 NG0568
 NG0568'RECOVERY NOTE BY US POWER SQUADRON 2002 (EFU)
 NG0568'THE ENTIRE AREA HAS CHANGED.  THE GRAVEL PIT USED AS A MAJOR REFERENCE
 NG0568'TO THE AREA AND THE MARKERS IS COMPLETELY GONE - REPLACED PRIMARILY BY
 NG0568'LAWN FOR THE INDUSTRIAL COMPLEX. I BELIEVE THE STATION AND AZIMUTH
 NG0568'MARKS ARE GONE.  GPS COORDINATES NEAR SEARCHED AREA--
 NG0568'LAT. 42 DEG.'S 11' 23''N LONG. 087 DEG.'S 55' 44.9''W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1041 ***********************************************************************
 LC1041  DESIGNATION -  HALL
 LC1041  PID         -  LC1041
 LC1041  STATE/COUNTY-  IL/MCLEAN
 LC1041  USGS QUAD   -  FUNKS GROVE (1981)
 LC1041
 LC1041                         *CURRENT SURVEY CONTROL
 LC1041  ___________________________________________________________________
 LC1041* NAD 83(1997)-  40 19 35.12236(N)    089 07 17.41022(W)     ADJUSTED  
 LC1041* NAVD 88     -       218.324  (meters)     716.28   (feet)  ADJUSTED  
 LC1041  ___________________________________________________________________
 LC1041  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 LC1041  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LC1041  DYNAMIC HT  -         218.216 (meters)     715.93  (feet)  COMP
 LC1041  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 LC1041
 LC1041  HORZ ORDER  -  SECOND
 LC1041  VERT ORDER  -  SECOND    CLASS 0
 LC1041
 LC1041.The horizontal coordinates were established by classical geodetic methods
 LC1041.and adjusted by the National Geodetic Survey in October 1999..
 LC1041
 LC1041.The orthometric height was determined by differential leveling
 LC1041.and adjusted by the National Geodetic Survey in June 1991..
 LC1041
 LC1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1041
 LC1041.The geoid height was determined by GEOID03.
 LC1041
 LC1041.The dynamic height is computed by dividing the NAVD 88
 LC1041.geopotential number by the normal gravity value computed on the
 LC1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1041.degrees latitude (g = 980.6199 gals.).
 LC1041
 LC1041.The modeled gravity was interpolated from observed gravity values.
 LC1041
 LC1041;                    North         East     Units Scale Factor Converg.
 LC1041;SPC IL E     -   406,542.828   233,018.070   MT  1.00003021   -0 30 36.3
 LC1041;SPC IL E     - 1,333,799.26    764,493.45   sFT  1.00003021   -0 30 36.3
 LC1041;UTM  16      - 4,466,147.877   319,767.618   MT  0.99999988   -1 22 23.8
 LC1041
 LC1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1041!SPC IL E     -   0.99997082  x   1.00003021  =   1.00000103
 LC1041!UTM  16      -   0.99997082  x   0.99999988  =   0.99997070
 LC1041
 LC1041|---------------------------------------------------------------------|
 LC1041| PID    Reference Object                     Distance      Geod. Az  |
 LC1041|                                                           dddmmss.s |
 LC1041| LC1042 HALL RM 1                            12.511 METERS 08701     |
 LC1041| LC1910 MC LEAN MUNICIPAL TANK              APPROX. 4.3 KM 2511355.0 |
 LC1041| LC1039 HALL AZ MK                                         2682919.0 |
 LC1041| LC1040 HALL RM 2                            12.774 METERS 27118     |
 LC1041|---------------------------------------------------------------------|
 LC1041
 LC1041                          SUPERSEDED SURVEY CONTROL
 LC1041
 LC1041  NAD 83(1986)-  40 19 35.13332(N)    089 07 17.40808(W) AD(       ) 2
 LC1041  NAD 27      -  40 19 34.99550(N)    089 07 17.10370(W) AD(       ) 2
 LC1041  NGVD 29 (??/??/92)  218.390  (m)          716.50   (f) ADJ UNCH    2 0
 LC1041
 LC1041.Superseded values are not recommended for survey control.
 LC1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1041.See file dsdata.txt to determine how the superseded data were derived.
 LC1041
 LC1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1976866148(NAD 83)
 LC1041_MARKER: DE = TRAVERSE STATION DISK
 LC1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1041_STAMPING: HALL 1960
 LC1041_MARK LOGO: CGS   
 LC1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1041+STABILITY: SURFACE MOTION
 LC1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1041+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 LC1041
 LC1041  HISTORY     - Date     Condition        Report By
 LC1041  HISTORY     - 1960     MONUMENTED       CGS
 LC1041  HISTORY     - 1960     GOOD             CGS
 LC1041  HISTORY     - 1980     GOOD             NGS
 LC1041  HISTORY     - 1980     GOOD             NGS
 LC1041  HISTORY     - 1984     GOOD             NGS
 LC1041  HISTORY     - 19840607 GOOD             NGS
 LC1041  HISTORY     - 20010410 GOOD             JCLS
 LC1041  HISTORY     - 20010418 GOOD             JCLS
 LC1041
 LC1041                          STATION DESCRIPTION
 LC1041
 LC1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1041'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST-NORTHEAST OF
 LC1041'MC LEAN, ABOUT 2.0 MILES SOUTH OF FUNKS GROVE AND 1 MILE NORTH
 LC1041'OF U.S. HIGHWAY 136 ON THE NORTH SIDE OF A DIRT ROAD.
 LC1041'
 LC1041'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 LC1041'THE CROSSROAD JUST SOUTH OF THE GRAIN ELEVATOR IN FUNKS GROVE,
 LC1041'GO EAST FOR 0.1 MILE TO A SIDE ROAD RIGHT JUST AFTER CROSSING
 LC1041'BRIDGE, TURN RIGHT AND GO SOUTHWEST THEN SOUTH FOR 2.1 MILES
 LC1041'TO END OF GRAVEL, CONTINUE AHEAD FOR 0.55 MILE TO A SHARP TURN
 LC1041'RIGHT, GO WEST FOR 0.45 MILE TO STATION ON RIGHT AS DESCRIBED.
 LC1041'
 LC1041'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.65
 LC1041'MILE TO THE AZIMUTH MARK ON THE LEFT.
 LC1041'
 LC1041'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12
 LC1041'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC1041'OF THE GROUND AND IS STAMPED HALL 1960.  THE MARK IS 27.5 FEET
 LC1041'NORTH OF CENTER OF ROAD, 2 FEET SOUTH-SOUTHWEST OF WITNESS POST
 LC1041'AND 2 FEET SOUTH OF FENCE.
 LC1041'
 LC1041'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A
 LC1041'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC1041'OF THE GROUND AND IS STAMPED HALL NO 1 1960.  THE MARK IS 40
 LC1041'FEET EAST OF WITNESS POST, 29.5 FEET NORTH OF CENTER OF ROAD
 LC1041'AND 1 FOOT SOUTH OF FENCE.
 LC1041'
 LC1041'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 LC1041'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC1041'SURFACE OF THE GROUND AND IS STAMPED HALL NO 2 1960.  THE MARK
 LC1041'IS 42.8 FEET WEST OF WITNESS POST, 29.5 FEET NORTH OF CENTER
 LC1041'OF ROAD AND 1 FOOT SOUTH OF FENCE.
 LC1041'
 LC1041'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12
 LC1041'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC1041'OF THE GROUND AND IS STAMPED HALL 1960.  THE MARK IS 68.5
 LC1041'FEET NORTH OF NORTHEAST CORNER OF BARN, 33 FEET SOUTH OF CENTER
 LC1041'OF ROAD, 23 FEET WEST OF CENTER OF DRIVEWAY, 1.5 FEET
 LC1041'EAST-NORTHEAST OF WITNESS POST AND 1 FOOT NORTH OF FENCE.
 LC1041
 LC1041                          STATION RECOVERY (1960)
 LC1041
 LC1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LC1041'2.9 MI NE FROM MCLEAN.
 LC1041'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS
 LC1041'JUNCTION WITH U.S. HIGHWAY 136 IN THE EAST PART OF MCLEAN ,
 LC1041'THENCE 1.75 MILES EAST ALONG A GRAVEL ROAD, AT A DRIVE SOUTH TO
 LC1041'A BARN AND CORN CRIB, 30 FEET NORTH OF THE CENTER LINE OF THE
 LC1041'ROAD, 52 FEET WEST OF THE EXTENDED CENTER LINE OF THE DRIVE TO
 LC1041'THE SOUTH, 2 FEET SOUTH OF THE FENCE, 2.0 FEET SOUTH-SOUTHWEST
 LC1041'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD, AND SET
 LC1041'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LC1041
 LC1041                          STATION RECOVERY (1980)
 LC1041
 LC1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LC1041'STATION MARK AND AZI MARK FOUND IN GOOD CONDITION.  RM 1 AND 2 WERE
 LC1041'FOUND UPROOTED AND LAYING HORIZONTALLY COVERED.  THE DISK WAS
 LC1041'REMOVED FROM RM 1.  RM 2 WAS NOT DUG OUT AS TELEPHONE UNDERGROUND
 LC1041'CABLE LAY AT THE MARK.  RM 3 AND 4 WERE ESTABLISHED.  A NEW TOO REACH
 LC1041'AND DESCRIPTION.
 LC1041'
 LC1041'STATION IS ABOUT 2.5 MILES ENE OF MCLEAN, 2 MILES S OF FUNKS GROVE,
 LC1041'1 MILE N OF HIGHWAY 136, 2 MILES E OF INTERSTATE HIGHWAY 55 AND ALONG
 LC1041'THE N SIDE OF A PAVED ROAD.
 LC1041'
 LC1041'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 66 AND A PAVED
 LC1041'CROSSROAD AT FUNKS GROVE, GO E FOR 0.1 MILE TO A T ROAD.  GO RIGHT, SW
 LC1041'FOR 0.25 MILE TO WHERE ROAD TURNS LEFT.  GO S ON ROAD FOR 2.35 MILE
 LC1041'TO WHERE ROAD CURVES SHARP TO THE RIGHT.  GO RIGHT, W FOR 0.55 MILE TO
 LC1041'STATION ON RIGHT.
 LC1041'
 LC1041'TO REACH AZIMUTH MARK FROM STATION CONTINUE AHEAD W FOR 0.65 MILE TO
 LC1041'A DRIVEWAY ON THE LEFT AT FARMHOUSE AND AZIMUTH MARK ON LEFT.
 LC1041'
 LC1041'STATION MARKS ARE STANDARD DISKS, STAMPED---HALL 1960---.  SURFACE
 LC1041'MARK IS 59 FT W OF CENTERLINE OF EXTENDED FIELD ROAD, 51 FT W OF W
 LC1041'WALL OF A BARN ON THE SOUTH SIDE OF ROAD, 29 FT N OF CENTERLINE OF
 LC1041'ROAD AND 1 FT E OF A METAL WITNESS POST.  THE MARK IS FLUSH.
 LC1041'
 LC1041'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HALL 1960 NO 3
 LC1041'1980---.  IT IS 39 FT W OF CENTERLINE OF FIELD ROAD, 15 FT S OF
 LC1041'CENTERLINE OF ROAD AND 1 FT N OF A METAL WITNESS POST.  THE MARK IS
 LC1041'FLUSH.
 LC1041'
 LC1041'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HALL 1960 NO 4
 LC1041'1980---.  IT IS 15 FT S OF CENTERLINE OF ROAD AND 1 FT N OF A METAL
 LC1041'WITNESS POST.  THE MARK IS FLUSH.
 LC1041'
 LC1041'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---HALL 1960---.  IT IS
 LC1041'34 FT S OF CENTERLINE OF ROAD, 23 FT W OF CENTERLINE OF DRIVEWAY AND
 LC1041'0.5 FT N OF A METAL WITNESS POST.  THE MARK IS FLUSH.
 LC1041
 LC1041                          STATION RECOVERY (1980)
 LC1041
 LC1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC1041'RECOVERED IN GOOD CONDITION.
 LC1041
 LC1041                          STATION RECOVERY (1984)
 LC1041
 LC1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LC1041'RECOVERED IN GOOD CONDITION.
 LC1041
 LC1041                          STATION RECOVERY (1984)
 LC1041
 LC1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LC1041'THE STATION MARK AND THE AZ MK WAS RECOVERED IN GOOD CONDIION.  RMS 1
 LC1041'AND 2 WERE RECOVERED LAY ON THERE SIDES HALF BURIED IN THE GROUND. RMS
 LC1041'3 AND 4 MENTIONED BY MR VIRGIL L ANDREWS OF BLOOMINGTON FARM
 LC1041'MANAGEMENT SERVICES, WHEN HE NOTIFIED ME AS TO THE CONDITION OF THE
 LC1041'STATION WERE NOT RECOVERED.  A NEW RM 5 AND 6 WERE ESTABLISHED AT THIS
 LC1041'TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 LC1041'ABOUT 4.02 KM (2.50 MI) ENE OF MCLEAN, 3.22 KM (2.00 MI) S OF FUNKS
 LC1041'GROVE ON HWY RIGHT OF WAY.  TO REACH THE STATION FOM THE JUNCTION OF
 LC1041'COUNTRY ROUTE 825 E AND 550 N JUST S OF THE GRAIN ELEVATOR IN FUNKS
 LC1041'GROVE, GO E FOR 0.16 KM (0.10 MI) TO A T-ROAD JUST AFTER CROSSING
 LC1041'BRIDGE OVER SMALL CREEK.  TURN RIGHT AND GO SW THEN S FOR 4.27 KM
 LC1041'(2.65 MI) TO A SHARP CURVE RIGHT.  CONTINUE AHEAD W FOR 0.72 KM (0.45
 LC1041'MI) TO TOP OF HILL AND STATION ON RIGHT AS DESCRIBED.
 LC1041' 
 LC1041'THE STATION IS A STANDARD NGS DISKS STAMPED---HALL 1960---, SET INTO
 LC1041'THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER,
 LC1041'RECESSED 2 INCHES (6 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 LC1041'8.382 METERS (27.500 FT) N FROM THE CENTERLINE OF PAVED ROAD, 2.438
 LC1041'METERS (7.999 FT) S FROM THE EDGE OF CULTIVATED FIELD, 0.305 METERS
 LC1041'(1.001 FT) E FROM A WITNESS POST AND 18.166 METERS (59.600 FT) W FROM
 LC1041'THE CENTER OF A FIELD ENTRANCE.  RM NO 5, IS A STANDARD NGS DISK
 LC1041'STAMPED---HALL 1960 NO 5 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 LC1041'MONUMENT, 10 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE
 LC1041'STATION IS LOCATED 10.241 METERS (33.599 FT) N FROM THE CENTERLINE OF
 LC1041'PAVED ROAD, 1.219 METERS (3.999 FT) S FROM THE EDGE OF CULTIVATED
 LC1041'FIELD, 0.305 METERS (1.001 FT) E FROM A WITNESS POST, AND 13.045
 LC1041'METERS (42.798 FT) W FROM THE CENTER OF A FIELD ENTRANCE ROAD, AND 0.2
 LC1041'METERS (0.7 FT) HIGHER THAN THE STATION.  RM NO 6, IS A STANDARD NGS
 LC1041'DISK STAMPED---HALL 1960 NO 6 1984---, SET INTO THE TOP OF A ROUND
 LC1041'CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.
 LC1041'THE STATION IS LOCATED 10.241 METERS (33.599 FT) N FROM THE CENTER OF
 LC1041'PAVED ROAD, 1.219 METERS (3.999 FT) S FROM THE EDGE OF CULTIVATED
 LC1041'FIELD, 23.012 METERS (75.499 FT) W FROM THE CENTER OF FIELD ENTRANCE
 LC1041'ROAD AND 0.305 METERS (1.001 FT) E FROM A WITNESS POST, AND 0.2 METERS
 LC1041'(0.7 FT) HIGHER THAN THE STATION.  AZ MK NO 1, IS A STANDARD NGS DISK
 LC1041'STAMPED---HALL 1960---, SET INTO THE TOP OF SQUARE CONCRETE MONUMENT,
 LC1041'10 INCHES (30 CM) IN DIAMTER, FLUSH WITH GROUND.  THE STATION IS
 LC1041'LOCATED 10.302 METERS (33.799 FT) S FROM THE CENTERLINE OF PAVE ROAD,
 LC1041'8.778 METERS (28.799 FT) W FROM THE CENTERLINE OF DRIVEWAY, 5.944
 LC1041'METERS (19.501 FT) SSE FROM A MAIL BOX AND 0.610 METERS (2.001 FT) N
 LC1041'FROM A SMALL SHRUBERY TREE AND LARGE ROCK.  TO REACH THE AZ MK FROM
 LC1041'THE STATION CONTINUE W ON PAVED ROAD FOR 0.65 KM (0.40 MI) TO A
 LC1041'DRIVEWAY LEFT AND THE MARK ON W SIDE OF DRIVEWAY.
 LC1041
 LC1041                          STATION RECOVERY (2001)
 LC1041
 LC1041'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 LC1041'RECOVERED IN GOOD CONDITION.
 LC1041
 LC1041                          STATION RECOVERY (2001)
 LC1041
 LC1041'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 LC1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1039 ***********************************************************************
 LC1039  DESIGNATION -  HALL AZ MK
 LC1039  PID         -  LC1039
 LC1039  STATE/COUNTY-  IL/MCLEAN
 LC1039  USGS QUAD   -  MC LEAN (1981)
 LC1039
 LC1039                         *CURRENT SURVEY CONTROL
 LC1039  ___________________________________________________________________
 LC1039* NAD 83(1986)-  40 19 34.     (N)    089 08 01.     (W)     SCALED    
 LC1039* NAVD 88     -       218.150  (meters)     715.71   (feet)  ADJUSTED  
 LC1039  ___________________________________________________________________
 LC1039  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LC1039  DYNAMIC HT  -         218.042 (meters)     715.36  (feet)  COMP
 LC1039  MODELED GRAV-     980,125.2   (mgal)                       NAVD 88
 LC1039
 LC1039  VERT ORDER  -  SECOND    CLASS 0
 LC1039
 LC1039.The horizontal coordinates were scaled from a topographic map and have
 LC1039.an estimated accuracy of +/- 6 seconds.
 LC1039
 LC1039.The orthometric height was determined by differential leveling
 LC1039.and adjusted by the National Geodetic Survey in June 1991..
 LC1039
 LC1039.The geoid height was determined by GEOID03.
 LC1039
 LC1039.The dynamic height is computed by dividing the NAVD 88
 LC1039.geopotential number by the normal gravity value computed on the
 LC1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1039.degrees latitude (g = 980.6199 gals.).
 LC1039
 LC1039.The modeled gravity was interpolated from observed gravity values.
 LC1039
 LC1039;                    North         East    Units  Estimated Accuracy
 LC1039;SPC IL E     -   406,520.      231,990.      MT  (+/- 180 meters Scaled)
 LC1039
 LC1039                          SUPERSEDED SURVEY CONTROL
 LC1039
 LC1039  NGVD 29 (??/??/92)  218.216  (m)          715.93   (f) ADJ UNCH    2 0
 LC1039
 LC1039.Superseded values are not recommended for survey control.
 LC1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1039.See file dsdata.txt to determine how the superseded data were derived.
 LC1039
 LC1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK187661(NAD 83)
 LC1039_MARKER: DZ = AZIMUTH MARK DISK
 LC1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1039_STAMPING: HALL 1960
 LC1039_MARK LOGO: CGS   
 LC1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1039+STABILITY: SURFACE MOTION
 LC1039
 LC1039  HISTORY     - Date     Condition        Report By
 LC1039  HISTORY     - 1960     MONUMENTED       CGS
 LC1039  HISTORY     - 1980     GOOD             NGS
 LC1039  HISTORY     - 1984     GOOD             NGS
 LC1039  HISTORY     - 19840607 GOOD             NGS
 LC1039  HISTORY     - 1989     GOOD             USPSQD
 LC1039
 LC1039                          STATION DESCRIPTION
 LC1039
 LC1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1039'2.3 MI NE FROM MCLEAN.
 LC1039'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1039'WITH U.S. HIGHWAY 136, THENCE 1.15 MILES EAST ALONG A GRAVEL ROAD,
 LC1039'AT A FARM HOUSE ON THE SOUTH SIDE OF THE ROAD, ABOUT 0.05 MILES
 LC1039'EAST OF THE JUNCTION OF A GRAVEL ROAD NORTH, 33 FEET SOUTH OF
 LC1039'THE CENTER LINE OF THE ROAD, 0.5 FEET NORTH OF THE FENCE, 23 FEET
 LC1039'WEST OF THE CENTER LINE OF THE FARM DRIVE, 2 FEET NORTHWEST OF A
 LC1039'FENCE CORNER, 1.6 FEET EAST-NORTHEAST OF A METAL WITNESS POST,
 LC1039'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LC1039'PROJECTING 2 INCHES.
 LC1039
 LC1039                          STATION RECOVERY (1980)
 LC1039
 LC1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC1039'RECOVERED IN GOOD CONDITION.
 LC1039
 LC1039                          STATION RECOVERY (1984)
 LC1039
 LC1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LC1039'RECOVERED IN GOOD CONDITION.
 LC1039
 LC1039                          STATION RECOVERY (1984)
 LC1039
 LC1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LC1039'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) ENE OF MCLEAN, 4.02 KM
 LC1039'(2.50 MI) S OF FUNKS GROVE AND ON HWY RIGHT-OF-WAY.  TO REACH FROM THE
 LC1039'JUNCTION OF COUNTY ROUTE 825 E AND 550 N JUST S OF THE GRAIN ELEVATOR
 LC1039'IN FUNKS GROVE, GO E FOR 0.16 KM (0.10 MI) TO T-JUNCTION JUST AFTER
 LC1039'CROSSING BRIDGE.  TURN RIGHT AND GO SW THEN S FOR 4.27 KM (2.65 MI) TO
 LC1039'A SHARP TURN RIGHT.  CONTINUE W FOR 1.77 KM (1.10 MI) TO A DRIVEWAY
 LC1039'LEFT AND THE STATION IN THE SW QUADRANT OF INTERSECTION. THE STATION
 LC1039'IS A STANDARD NGS AZ MK DISK STAMPED---HALL 1960---, SET INTO THE TOP
 LC1039'OF A 10 INCH, 30 CM SQUARE CONCRETE MONUMENT, FLUSH WITH GROUND.
 LC1039'LOCATED 10.302 METERS (33.799 FT) S FROM THE CENTERLINE OF PAVED ROAD,
 LC1039'8.778 METERS (28.799 FT) W FROM THE CENTERLINE OF DRIVEWAY, 5.944
 LC1039'METERS (19.501 FT) SSE FROM A MAILBOX AND 0.610 METERS (2.001 FT) N
 LC1039'FROM A SMALL SHRUBERY TREE AND LARGE ROCK.  A TRAVERSE CONNECTION WAS
 LC1039'MADE TO TRIANGULATION STATION HALL 1960 USING ELECTRONIC DISTANCE
 LC1039'MEASURING EQUIPMENT.  HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 LC1039
 LC1039                          STATION RECOVERY (1989)
 LC1039
 LC1039'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 LC1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1609 ***********************************************************************
 LC1609  DESIGNATION -  HALL RM 3
 LC1609  PID         -  LC1609
 LC1609  STATE/COUNTY-  IL/MCLEAN
 LC1609  USGS QUAD   -  FUNKS GROVE (1981)
 LC1609
 LC1609                         *CURRENT SURVEY CONTROL
 LC1609  ___________________________________________________________________
 LC1609* NAD 83(1986)-  40 19 34.     (N)    089 07 17.     (W)     SCALED    
 LC1609* NAVD 88     -       218.58   (meters)     717.1    (feet)  RESET     
 LC1609  ___________________________________________________________________
 LC1609  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LC1609
 LC1609  VERT ORDER  -  THIRD
 LC1609
 LC1609.The horizontal coordinates were scaled from a topographic map and have
 LC1609.an estimated accuracy of +/- 6 seconds.
 LC1609
 LC1609.The orthometric height was computed from unverified reset data.
 LC1609.No vertical observational check was made to the station.
 LC1609
 LC1609.The geoid height was determined by GEOID03.
 LC1609
 LC1609;                    North         East    Units  Estimated Accuracy
 LC1609;SPC IL E     -   406,510.      233,030.      MT  (+/- 180 meters Scaled)
 LC1609
 LC1609                          SUPERSEDED SURVEY CONTROL
 LC1609
 LC1609  NGVD 29 (03/28/06)  218.65   (m)          717.4    (f) RESET       3  
 LC1609
 LC1609.Superseded values are not recommended for survey control.
 LC1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1609.See file dsdata.txt to determine how the superseded data were derived.
 LC1609
 LC1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK197661(NAD 83)
 LC1609_MARKER: DR = REFERENCE MARK DISK
 LC1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1609_STAMPING: HALL 1960 NO 3 1980
 LC1609_PROJECTION: FLUSH
 LC1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1609+STABILITY: SURFACE MOTION
 LC1609
 LC1609  HISTORY     - Date     Condition        Report By
 LC1609  HISTORY     - 1980     MONUMENTED       NGS
 LC1609
 LC1609                          STATION DESCRIPTION
 LC1609
 LC1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LC1609'2.8 MI ENE FROM MCLEAN.
 LC1609'1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION WITH U.S.
 LC1609'HIGHWAY 136 AT THE EAST PART OF MCLEAN, THENCE 1.75 MILES EAST ALONG A
 LC1609'PAVED ROAD AT A FIELD ROAD AND CORN CRIB, 39 FEET WEST OF CENTERLINE
 LC1609'OF THE FIELD ROAD, 15 FEET SOUTH OF CENTERLINE OF PAVED ROAD.
 LC1609'THE MARK IS 1 FT  N FROM A WITNESS POST.
 LC1609'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1608 ***********************************************************************
 LC1608  DESIGNATION -  HALL RM 4
 LC1608  PID         -  LC1608
 LC1608  STATE/COUNTY-  IL/MCLEAN
 LC1608  USGS QUAD   -  FUNKS GROVE (1981)
 LC1608
 LC1608                         *CURRENT SURVEY CONTROL
 LC1608  ___________________________________________________________________
 LC1608* NAD 83(1986)-  40 19 34.     (N)    089 07 17.     (W)     SCALED    
 LC1608* NAVD 88     -       218.48   (meters)     716.8    (feet)  RESET     
 LC1608  ___________________________________________________________________
 LC1608  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LC1608
 LC1608  VERT ORDER  -  THIRD
 LC1608
 LC1608.The horizontal coordinates were scaled from a topographic map and have
 LC1608.an estimated accuracy of +/- 6 seconds.
 LC1608
 LC1608.The orthometric height was computed from unverified reset data.
 LC1608.No vertical observational check was made to the station.
 LC1608
 LC1608.The geoid height was determined by GEOID03.
 LC1608
 LC1608;                    North         East    Units  Estimated Accuracy
 LC1608;SPC IL E     -   406,510.      233,030.      MT  (+/- 180 meters Scaled)
 LC1608
 LC1608                          SUPERSEDED SURVEY CONTROL
 LC1608
 LC1608  NGVD 29 (03/28/06)  218.55   (m)          717.0    (f) RESET       3  
 LC1608
 LC1608.Superseded values are not recommended for survey control.
 LC1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1608.See file dsdata.txt to determine how the superseded data were derived.
 LC1608
 LC1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK197661(NAD 83)
 LC1608_MARKER: DR = REFERENCE MARK DISK
 LC1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1608_STAMPING: HALL 1960 NO 4 1980
 LC1608_PROJECTION: FLUSH
 LC1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1608+STABILITY: SURFACE MOTION
 LC1608
 LC1608  HISTORY     - Date     Condition        Report By
 LC1608  HISTORY     - 1980     MONUMENTED       NGS
 LC1608
 LC1608                          STATION DESCRIPTION
 LC1608
 LC1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LC1608'2.8 MI ENE FROM MCLEAN.
 LC1608'1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION WITH U.S.
 LC1608'HIGHWAY 136 AT THE EAST EDGE OF MCLEAN, THENCE 1.75 MILES EAST ALONG A
 LC1608'PAVED ROAD AT CORN CRIB. 15 FEET SOUTH OF CENTERLINE OF ROAD.
 LC1608'THE MARK IS 1 FT  N FROM A WITNESS POST.
 LC1608'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9202 ***********************************************************************
 DE9202  DESIGNATION -  HAMEL
 DE9202  PID         -  DE9202
 DE9202  STATE/COUNTY-  IL/MADISON
 DE9202  USGS QUAD   -  WORDEN (1991)
 DE9202
 DE9202                         *CURRENT SURVEY CONTROL
 DE9202  ___________________________________________________________________
 DE9202* NAD 83(1997)-  38 53 06.33246(N)    089 50 16.05184(W)     ADJUSTED  
 DE9202* NAVD 88     -       164.3    (meters)     539.     (feet)  GPS OBS   
 DE9202  ___________________________________________________________________
 DE9202  X           -      14,074.454 (meters)                     COMP
 DE9202  Y           -  -4,971,428.939 (meters)                     COMP
 DE9202  Z           -   3,982,478.948 (meters)                     COMP
 DE9202  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DE9202  ELLIP HEIGHT-         133.10  (meters)          (02/03/05) GPS OBS
 DE9202  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 DE9202
 DE9202  HORZ ORDER  -  FIRST
 DE9202  ELLP ORDER  -  FOURTH    CLASS II
 DE9202
 DE9202.The horizontal coordinates were established by GPS observations
 DE9202.and adjusted by the National Geodetic Survey in January 2003..
 DE9202
 DE9202.The orthometric height was determined by GPS observations and a
 DE9202.high-resolution geoid model.
 DE9202
 DE9202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9202
 DE9202.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9202
 DE9202.The ellipsoidal height was determined by GPS observations
 DE9202.and is referenced to NAD 83.
 DE9202
 DE9202.The geoid height was determined by GEOID03.
 DE9202
 DE9202;                    North         East     Units Scale Factor Converg.
 DE9202;SPC IL W     -   246,265.039   728,533.592   MT  0.99995120   +0 12 23.2
 DE9202;SPC IL W     -   807,954.55  2,390,197.29   sFT  0.99995120   +0 12 23.2
 DE9202;UTM  16      - 4,307,853.673   253,852.104   MT  1.00034614   -1 46 56.5
 DE9202
 DE9202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9202!SPC IL W     -   0.99997912  x   0.99995120  =   0.99993032
 DE9202!UTM  16      -   0.99997912  x   1.00034614  =   1.00032525
 DE9202
 DE9202:                Primary Azimuth Mark                     Grid Az
 DE9202:SPC IL W     -  HAMEL AZI                                185 25 16.7
 DE9202:UTM  16      -  HAMEL AZI                                187 24 36.4
 DE9202
 DE9202|---------------------------------------------------------------------|
 DE9202| PID    Reference Object                     Distance      Geod. Az  |
 DE9202|                                                           dddmmss.s |
 DE9202| AF9280 HAMEL AZI                           APPROX. 0.7 KM 1853739.9 |
 DE9202|---------------------------------------------------------------------|
 DE9202
 DE9202                          SUPERSEDED SURVEY CONTROL
 DE9202
 DE9202  ELLIP H (01/06/03)  133.15   (m)                       GP(       ) 3 2
 DE9202
 DE9202.Superseded values are not recommended for survey control.
 DE9202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9202.See file dsdata.txt to determine how the superseded data were derived.
 DE9202
 DE9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5385207854(NAD 83)
 DE9202_MARKER: A = ALUMINUM MARKER
 DE9202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9202_STAMPING: HAMEL 1996
 DE9202_MARK LOGO: ILDT  
 DE9202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9202+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9202
 DE9202  HISTORY     - Date     Condition        Report By
 DE9202  HISTORY     - 1996     MONUMENTED       ILDT
 DE9202
 DE9202                          STATION DESCRIPTION
 DE9202
 DE9202'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9202'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9202'STATION IS LOCATED 0.5 MI (0.8 KM) SE OF CENTER OF HAMEL.  TO REACH
 DE9202'STATION FROM IL ROUTE 140 AND FRONTAGE RD JUST E OF EXIT 30 OF
 DE9202'INTERSTATE 55, GO S AND W ON FRONTAGE RD FOR 0.4 MI (0.6 KM) TO HAMEL
 DE9202'MAINTENANCE YARD GATE ON THE LEFT, GO THROUGH GATE TO S SIDE OF YARD
 DE9202'AND STATION.  STATION IS 10.0 FEET (3.0 M) N OF S FENCELINE OF YARD,
 DE9202'48.1 FEET (14.7 M) W OF POWER POLE WITH LIGHT AND TRANSFORMER, 84.4
 DE9202'FEET (25.7 M) SSE OF SE CORNER OF ANTENNA BASE, 1.5 FEET (0.5 M) E OF
 DE9202'WITNESS POST.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9280 ***********************************************************************
 AF9280  CBN         -  This is a Cooperative Base Network Control Station.
 AF9280  DESIGNATION -  HAMEL AZI
 AF9280  PID         -  AF9280
 AF9280  STATE/COUNTY-  IL/MADISON
 AF9280  USGS QUAD   -  WORDEN (1991)
 AF9280
 AF9280                         *CURRENT SURVEY CONTROL
 AF9280  ___________________________________________________________________
 AF9280* NAD 83(1997)-  38 52 42.21794(N)    089 50 19.09183(W)     ADJUSTED  
 AF9280* NAVD 88     -       163.4    (meters)     536.     (feet)  GPS OBS   
 AF9280  ___________________________________________________________________
 AF9280  X           -      14,002.496 (meters)                     COMP
 AF9280  Y           -  -4,971,895.274 (meters)                     COMP
 AF9280  Z           -   3,981,899.537 (meters)                     COMP
 AF9280  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AF9280  ELLIP HEIGHT-         132.25  (meters)          (10/15/04) GPS OBS
 AF9280  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 AF9280
 AF9280  HORZ ORDER  -  B
 AF9280  ELLP ORDER  -  FOURTH    CLASS II
 AF9280
 AF9280.The horizontal coordinates were established by GPS observations
 AF9280.and adjusted by the National Geodetic Survey in July 1998..
 AF9280
 AF9280.The orthometric height was determined by GPS observations and a
 AF9280.high-resolution geoid model.
 AF9280
 AF9280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9280
 AF9280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9280
 AF9280.The ellipsoidal height was determined by GPS observations
 AF9280.and is referenced to NAD 83.
 AF9280
 AF9280.The geoid height was determined by GEOID03.
 AF9280
 AF9280;                    North         East     Units Scale Factor Converg.
 AF9280;SPC IL W     -   245,521.197   728,462.999   MT  0.99995115   +0 12 21.2
 AF9280;SPC IL W     -   805,514.13  2,389,965.69   sFT  0.99995115   +0 12 21.2
 AF9280;UTM  16      - 4,307,112.435   253,755.703   MT  1.00034673   -1 46 57.4
 AF9280
 AF9280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9280!SPC IL W     -   0.99997925  x   0.99995115  =   0.99993040
 AF9280!UTM  16      -   0.99997925  x   1.00034673  =   1.00032597
 AF9280
 AF9280:                Primary Azimuth Mark                     Grid Az
 AF9280:SPC IL W     -  HAMEL                                    005 25 16.8
 AF9280:UTM  16      -  HAMEL                                    007 24 35.4
 AF9280
 AF9280|---------------------------------------------------------------------|
 AF9280| PID    Reference Object                     Distance      Geod. Az  |
 AF9280|                                                           dddmmss.s |
 AF9280| DE9202 HAMEL                               APPROX. 0.7 KM 0053738.0 |
 AF9280|---------------------------------------------------------------------|
 AF9280
 AF9280                          SUPERSEDED SURVEY CONTROL
 AF9280
 AF9280  ELLIP H (07/17/98)  132.30   (m)                       GP(       ) 4 1
 AF9280
 AF9280.Superseded values are not recommended for survey control.
 AF9280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9280.See file dsdata.txt to determine how the superseded data were derived.
 AF9280
 AF9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5375607112(NAD 83)
 AF9280_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 AF9280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9280_STAMPING: HAMEL AZI 1996
 AF9280_MARK LOGO: ILDT  
 AF9280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9280+STABILITY: SURFACE MOTION
 AF9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9280+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 AF9280
 AF9280  HISTORY     - Date     Condition        Report By
 AF9280  HISTORY     - 1996     MONUMENTED       ILDT
 AF9280  HISTORY     - 19990830 GOOD             ILDT
 AF9280  HISTORY     - 20050721 GOOD             ILDT
 AF9280
 AF9280                          STATION DESCRIPTION
 AF9280
 AF9280'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (MBF)
 AF9280'THE STATION IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTHEAST OF HAMEL.  TO
 AF9280'REACH FROM THE CENTER OF THE OVERPASS OF INTERSTATE HIGHWAY 55 AT EXIT
 AF9280'30 ON THE EAST SIDE OF HAMEL, PROCEED EAST FOR 0.25 MI (0.40 KM) TO
 AF9280'HAMEL DRIVE AT ILDT OPERATIONS YARD SIGN, TURN RIGHT, SOUTH, AND
 AF9280'PROCEED FOR 0.4 MI (0.6 KM) TO THE ENTRANCE GATE OF THE ILDT
 AF9280'OPERATIONS YARD ON THE LEFT, CONTINUE SOUTH FOR 0.55 MI (0.89 KM) TO
 AF9280'THE STATION ON THE RIGHT.  IT IS 5.3 M (17.4 FT) WEST OF THE CENTER OF
 AF9280'THE ROAD, 1.5 M (4.9 FT) EAST OF A FENCE LINE, 38.2 M (125.3 FT) NORTH
 AF9280'OF THE SOUTHEAST CORNER OF FIELD FENCE AT A POWER POLE WITH A METER,
 AF9280'AND 0.7 M (2.3 FT) NORTH OF A METAL ILDT WITNESS POST.
 AF9280
 AF9280                          STATION RECOVERY (1999)
 AF9280
 AF9280'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (NO)
 AF9280'RECOVERED AS DESCRIBED
 AF9280' 
 AF9280'
 AF9280
 AF9280                          STATION RECOVERY (2005)
 AF9280
 AF9280'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (KK)
 AF9280'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0641 ***********************************************************************
 NH0641  DESIGNATION -  HAMILTON
 NH0641  PID         -  NH0641
 NH0641  STATE/COUNTY-  IL/OGLE
 NH0641  USGS QUAD   -  KINGS (1993)
 NH0641
 NH0641                         *CURRENT SURVEY CONTROL
 NH0641  ___________________________________________________________________
 NH0641* NAD 83(1997)-  42 00 34.53809(N)    089 06 16.67829(W)     ADJUSTED  
 NH0641* NAVD 88     -       271.847  (meters)     891.88   (feet)  ADJUSTED  
 NH0641  ___________________________________________________________________
 NH0641  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NH0641  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NH0641  DYNAMIC HT  -         271.755 (meters)     891.58  (feet)  COMP
 NH0641  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 NH0641
 NH0641  HORZ ORDER  -  SECOND
 NH0641  VERT ORDER  -  FIRST     CLASS I
 NH0641
 NH0641.The horizontal coordinates were established by classical geodetic methods
 NH0641.and adjusted by the National Geodetic Survey in October 1999..
 NH0641
 NH0641.The orthometric height was determined by differential leveling
 NH0641.and adjusted by the National Geodetic Survey in June 1991..
 NH0641
 NH0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0641
 NH0641.The geoid height was determined by GEOID03.
 NH0641
 NH0641.The dynamic height is computed by dividing the NAVD 88
 NH0641.geopotential number by the normal gravity value computed on the
 NH0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0641.degrees latitude (g = 980.6199 gals.).
 NH0641
 NH0641.The modeled gravity was interpolated from observed gravity values.
 NH0641
 NH0641;                    North         East     Units Scale Factor Converg.
 NH0641;SPC IL W     -   593,693.843   787,972.452   MT  1.00003637   +0 42 38.9
 NH0641;SPC IL W     - 1,947,810.55  2,585,206.29   sFT  1.00003637   +0 42 38.9
 NH0641;UTM  16      - 4,652,984.135   325,721.340   MT  0.99997375   -1 24 32.0
 NH0641
 NH0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0641!SPC IL W     -   0.99996254  x   1.00003637  =   0.99999890
 NH0641!UTM  16      -   0.99996254  x   0.99997375  =   0.99993629
 NH0641
 NH0641|---------------------------------------------------------------------|
 NH0641| PID    Reference Object                     Distance      Geod. Az  |
 NH0641|                                                           dddmmss.s |
 NH0641| NH0798 HAMILTON RM                          21.870 METERS 27937     |
 NH0641| NH0639 GRUNDY                              APPROX. 1.2 KM 3590928.6 |
 NH0641|---------------------------------------------------------------------|
 NH0641
 NH0641                          SUPERSEDED SURVEY CONTROL
 NH0641
 NH0641  NAD 83(1997)-  42 00 34.53870(N)    089 06 16.68045(W) AD(       ) 2
 NH0641  NAD 83(1986)-  42 00 34.53456(N)    089 06 16.67499(W) AD(       ) 2
 NH0641  NAD 27      -  42 00 34.43530(N)    089 06 16.33640(W) AD(       ) 2
 NH0641  NGVD 29 (??/??/92)  271.885  (m)          892.01   (f) ADJ UNCH    1 1
 NH0641
 NH0641.Superseded values are not recommended for survey control.
 NH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0641.See file dsdata.txt to determine how the superseded data were derived.
 NH0641
 NH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2572152984(NAD 83)
 NH0641_MARKER: DS = TRIANGULATION STATION DISK
 NH0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0641_STAMPING: HAMILTON 891.967 1920
 NH0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0641+STABILITY: SURFACE MOTION
 NH0641
 NH0641  HISTORY     - Date     Condition        Report By
 NH0641  HISTORY     - 1920     MONUMENTED       CGS
 NH0641  HISTORY     - 1954     GOOD             CGS
 NH0641  HISTORY     - 1969     GOOD             CGS
 NH0641  HISTORY     - 1969     GOOD             NGS
 NH0641  HISTORY     - 1972     GOOD             ILDT
 NH0641  HISTORY     - 19960514 MARK NOT FOUND   USPSQD
 NH0641  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0641  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0641
 NH0641                          STATION DESCRIPTION
 NH0641
 NH0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0641'STATION IS ABOUT 1/4 MILE N OF KINGS, ON THE E SIDE OF THE
 NH0641'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, AT THE FIRST
 NH0641'CURVE N OF KINGS, AND 9.36 METERS (30.71 FEET) E OF THE E
 NH0641'AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND REFERENCE
 NH0641'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0641'THE REFERENCE MARK IS ON THE
 NH0641'OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE LINE, 21.87 METERS
 NH0641'(71.75 FEET) FROM THE STATION, N 80 DEG 22 MIN W.
 NH0641
 NH0641                          STATION RECOVERY (1954)
 NH0641
 NH0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0641'THIS TRAVERSE STATION WAS RECOVERED IN GOOD CONDITION AS
 NH0641'DESCRIBED IN 1920.  THE FOLLOWING WILL FACILITATE RECOVERY--
 NH0641'
 NH0641'REACHED FROM THE JUNCTION OF STATE ROUTE 64 AND THE RAILROAD
 NH0641'CROSSING AT KINGS, GO N ALONG THE RAILROAD TRACKS FOR 32-1/2
 NH0641'RAIL LENGTHS TO THE STATION ON THE RIGHT (E) OF TRACKS,
 NH0641'7.5 FT. NE OF THE NINTH TELEPHONE POLE N OF THE CROSSING,
 NH0641'THIS POLE SHOWS JUST TO THE LEFT OF THE LINE OF THE W RAIL
 NH0641'LOOKING N FROM THE CROSSING.
 NH0641
 NH0641                          STATION RECOVERY (1969)
 NH0641
 NH0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 NH0641'THE STATION MARK, STAMPED HAMILTON 891.967 1920 IS ABOUT 0.25
 NH0641'MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NH0641'FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, 0.25 MILE NORTH
 NH0641'OF THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 64, 0.35
 NH0641'MILE NORTH OF MILEPOST 5, 31 FEET EAST OF THE EAST RAIL, 80
 NH0641'FEET SOUTHEAST AND ACROSS THE TRACK FROM A CONCRETE WHISTLE
 NH0641'SIGN POST, 33-1/2 FEET EAST OF A VERTICAL RAIL WHICH IS BETWEEN
 NH0641'THE RAILS OF THE TRACK, 13 FEET WEST OF A FENCE, 8 FEET
 NH0641'NORTHEAST OF A TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL
 NH0641'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 NH0641'IS LEVEL WITH THE SURFACE OF THE GROUND.
 NH0641'
 NH0641'THE R.M., STAMPED HAMILTON 1920, IS 71.75 FEET WEST AND
 NH0641'ACROSS THE TRACK FROM THE STATION MARK, 36-1/2 FEET WEST OF
 NH0641'THE WEST RAIL, 71-1/2 FEET SOUTHWEST OF A CONCRETE WHISTLE
 NH0641'SIGN POST, 38-1/2 FEET WEST OF A VERTICAL RAIL WHICH IS
 NH0641'BETWEEN THE RAILS OF THE TRACK, 11 FEET EAST OF A FENCE,
 NH0641'1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1-1/2 FEET
 NH0641'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 NH0641'POST WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND.
 NH0641'
 NH0641'NOTE--THIS MARK WAS NOT LEVELED TO BY THIS PARTY IN 1969.
 NH0641'
 NH0641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILE
 NH0641'NORTH
 NH0641
 NH0641                          STATION RECOVERY (1969)
 NH0641
 NH0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0641'0.2 MI N FROM KINGS.
 NH0641'ABOUT 0.25 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0641'RAILROAD FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, 0.25 MILE
 NH0641'NORTH OF THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 64, 0.35
 NH0641'MILE NORTH OF MILEPOST 5, 31 FEET EAST OF THE EAST RAIL, 80 FEET
 NH0641'SOUTHEAST AND ACROSS THE TRACK FROM A CONCRETE WHISTLE SIGN POST,
 NH0641'33 1/2 FEET EAST OF A VERTICAL RAIL WHICH IS BETWEEN THE RAILS
 NH0641'OF THE TRACK, 13 FEET WEST OF A FENCE, 8 FEET NORTHEAST OF A
 NH0641'TELEPHONE POLE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 NH0641'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 NH0641'OF THE GROUND.  SEC 22, T41N, R1E.
 NH0641
 NH0641                          STATION RECOVERY (1972)
 NH0641
 NH0641'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RL)
 NH0641'HAMILTON 1920-GOOD
 NH0641'
 NH0641'HAMILTON 1920-REF. GOOD
 NH0641
 NH0641                          STATION RECOVERY (1996)
 NH0641
 NH0641'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0641'MARK NOT FOUND.
 NH0641
 NH0641                          STATION RECOVERY (2001)
 NH0641
 NH0641'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0641'MARK NOT FOUND.
 NH0641
 NH0641                          STATION RECOVERY (2004)
 NH0641
 NH0641'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0835 ***********************************************************************
 LD0835  DESIGNATION -  HAMILTON
 LD0835  PID         -  LD0835
 LD0835  STATE/COUNTY-  IL/HANCOCK
 LD0835  USGS QUAD   -  HAMILTON (1975)
 LD0835
 LD0835                         *CURRENT SURVEY CONTROL
 LD0835  ___________________________________________________________________
 LD0835* NAD 83(1997)-  40 23 52.88955(N)    091 19 47.98179(W)     ADJUSTED  
 LD0835* NAVD 88     -       205.21   (+/-2cm)     673.3    (feet)  VERTCON   
 LD0835  ___________________________________________________________________
 LD0835  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 LD0835  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0835
 LD0835  HORZ ORDER  -  FIRST
 LD0835  VERT ORDER  -  THIRD ? (See Below)
 LD0835
 LD0835.The horizontal coordinates were established by classical geodetic methods
 LD0835.and adjusted by the National Geodetic Survey in October 1999..
 LD0835
 LD0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0835.The vertical order pertains to the NGVD 29 superseded value.
 LD0835
 LD0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0835
 LD0835.The geoid height was determined by GEOID03.
 LD0835
 LD0835;                    North         East     Units Scale Factor Converg.
 LD0835;SPC IL W     -   414,831.080   601,242.811   MT  1.00006119   -0 45 14.4
 LD0835;SPC IL W     - 1,360,991.63  1,972,577.46   sFT  1.00006119   -0 45 14.4
 LD0835;SPC IA S     -    46,498.527   684,214.036   MT  1.00004577   +1 25 45.8
 LD0835;SPC MO E     -   506,972.320   179,541.061   MT  0.99999442   -0 32 16.6
 LD0835;UTM  15      - 4,473,274.395   641,723.264   MT  0.99984724   +1 04 57.0
 LD0835
 LD0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0835!SPC IL W     -   0.99997301  x   1.00006119  =   1.00003420
 LD0835!SPC IA S     -   0.99997301  x   1.00004577  =   1.00001878
 LD0835!SPC MO E     -   0.99997301  x   0.99999442  =   0.99996743
 LD0835!UTM  15      -   0.99997301  x   0.99984724  =   0.99982025
 LD0835
 LD0835|---------------------------------------------------------------------|
 LD0835| PID    Reference Object                     Distance      Geod. Az  |
 LD0835|                                                           dddmmss.s |
 LD0835| CL8649 HAMILTON RM 1                                      00544     |
 LD0835| LD0837 WILCOX                              APPROX. 8.9 KM 2162817.9 |
 LD0835| LD0834 HAMILTON MUNICIPAL TANK             218.513 METERS 23129     |
 LD0835| LD0839 WARSAW MUNICIPAL TANK               APPROX. 9.6 KM 2422111.3 |
 LD0835| CL8650 HAMILTON RM 2                        39.040 METERS 24915     |
 LD0835| LD0842 KEOKUK ST PETERS CATH CHURCH        APPROX. 5.1 KM 2684353.0 |
 LD0835| LD0840 KEOKUK STANDARD 4 TIRE WTR TK       APPROX. 6.8 KM 2864120.3 |
 LD0835| LD0841 LEE CITY POOR FARM WATER TANK       APPROX.12.3 KM 3044703.3 |
 LD0835|---------------------------------------------------------------------|
 LD0835
 LD0835                          SUPERSEDED SURVEY CONTROL
 LD0835
 LD0835  NAD 83(1997)-  40 23 52.88952(N)    091 19 47.98172(W) AD(       ) 1
 LD0835  NAD 83(1986)-  40 23 52.89957(N)    091 19 47.98338(W) AD(       ) 1
 LD0835  NAD 27      -  40 23 52.73900(N)    091 19 47.44300(W) AD(       ) 1
 LD0835  NGVD 29 (07/19/86)  205.26   (m)          673.4    (f) LEVELING    3  
 LD0835
 LD0835.Superseded values are not recommended for survey control.
 LD0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0835.See file dsdata.txt to determine how the superseded data were derived.
 LD0835
 LD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE4172373274(NAD 83)
 LD0835_MARKER: DS = TRIANGULATION STATION DISK
 LD0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0835
 LD0835  HISTORY     - Date     Condition        Report By
 LD0835  HISTORY     - 1931     MONUMENTED       CGS
 LD0835  HISTORY     - 1959     GOOD             ILDT
 LD0835  HISTORY     - 1981     GOOD             LOCENG
 LD0835
 LD0835                          STATION DESCRIPTION
 LD0835
 LD0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0835'ABOUT 1-1/2 MILES EAST OF BRIDGE, IN HAMILTON, ON GROUNDS
 LD0835'OF OAKWOOD SCHOOL, IN WEST SIDE OF SCHOOLYARD, 39.1 METERS
 LD0835'(128 FEET) EAST-NORTHEAST OF SOUTHEAST CORNER OF SCHOOLHOUSE,
 LD0835'12.2 METERS (40 FEET) WEST OF CENTERLINE OF NORTH-AND-SOUTH
 LD0835'GRAVEL ROAD, 38 METERS (125 FEET) NORTH OF CENTERLINE OF
 LD0835'EAST-AND-WEST GRAVEL ROAD, AND 30.5 METERS (100 FEET) NORTH OF
 LD0835'HYDRANT ON WEST SIDE OF ROAD, IN NORTHWEST CORNER OF
 LD0835'T-INTERSECTION OF ROADS.  SURFACE AND UNDERGROUND MARKS ARE
 LD0835'STANDARD STATION DISKS IN CONCRETE.
 LD0835'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 LD0835'CONCRETE.  NO. 1 ABOUT 35 METERS (115 FEET) WEST
 LD0835'OF NORTHWEST CORNER OF STONE HOUSE, 1 FOOT WEST OF WIRE FENCE
 LD0835'AT SOUTHWEST CORNER OF PASTURE, 1 METER (3 FEET) EAST OF ELECTRIC
 LD0835'LINE POLE, 7 METERS (23 FEET) EAST OF CENTERLINE OF MAIN
 LD0835'GRAVEL ROAD, ABOUT 4 METERS (13 FEET) NORTH OF ROAD LEADING TO
 LD0835'STONE HOUSE, AND ONE-THIRD MILE FROM STATION N 05 DEG 16 MIN W.
 LD0835'NO. 2 IS IN CONCRETE WALK AT SOUTHEAST
 LD0835'CORNER OF OAKWOOD SCHOOL, 8 INCHES NORTH AND 4 INCHES
 LD0835'EAST OF CORNER, AND 39.04 METERS (128.1 FEET) FROM STATION
 LD0835'S 69 DEG 15 MIN W.  WATER TANK AT HAMILTON IS
 LD0835'ONE-THIRD MILE FROM STATION S 51 DEG 29 MIN W.
 LD0835
 LD0835                          STATION RECOVERY (1959)
 LD0835
 LD0835'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1959 (HWB)
 LD0835'STATION WAS RECOVERED IN GOOD CONDITION.  THE SCHOOL BURNED DOWN.
 LD0835'
 LD0835'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 LD0835'
 LD0835'REFERENCE MARK 2 WAS NOT RECOVERED.
 LD0835
 LD0835                          STATION RECOVERY (1981)
 LD0835
 LD0835'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JIS)
 LD0835'ALL LETTERING IS IN GOOD CONDITION.
 LD0835'
 LD0835'FOUND STATION HAMILTON IN GOOD CONDITION FLUSH WITH THE GROUND
 LD0835'SURFACE, FOUND REFERENCE MONUMENT NO. 1 IN GOOD CONDITION WITH
 LD0835'APPROXIMATELY 1 FT. EXPOSED.
 LD0835'
 LD0835'DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN HAMILTON,
 LD0835'ILLINOIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0834 ***********************************************************************
 LD0834  DESIGNATION -  HAMILTON MUNICIPAL TANK
 LD0834  PID         -  LD0834
 LD0834  STATE/COUNTY-  IL/HANCOCK
 LD0834  USGS QUAD   -  HAMILTON (1975)
 LD0834
 LD0834                         *CURRENT SURVEY CONTROL
 LD0834  ___________________________________________________________________
 LD0834* NAD 83(1997)-  40 23 48.47813(N)    091 19 55.23191(W)     ADJUSTED  
 LD0834* NAVD 88     -                                                        
 LD0834  ___________________________________________________________________
 LD0834  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 LD0834  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0834
 LD0834  HORZ ORDER  -  THIRD
 LD0834
 LD0834.The horizontal coordinates were established by classical geodetic methods
 LD0834.and adjusted by the National Geodetic Survey in October 1999..
 LD0834
 LD0834
 LD0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0834
 LD0834.The geoid height was determined by GEOID03.
 LD0834
 LD0834;                    North         East     Units Scale Factor Converg.
 LD0834;SPC IL W     -   414,697.265   601,070.048   MT  1.00006161   -0 45 19.1
 LD0834;SPC IL W     - 1,360,552.61  1,972,010.65   sFT  1.00006161   -0 45 19.1
 LD0834;SPC IA S     -    46,358.230   684,046.499   MT  1.00004607   +1 25 41.0
 LD0834;SPC MO E     -   506,837.864   179,368.815   MT  0.99999472   -0 32 21.2
 LD0834;UTM  15      - 4,473,135.142   641,554.914   MT  0.99984666   +1 04 52.2
 LD0834
 LD0834                          SUPERSEDED SURVEY CONTROL
 LD0834
 LD0834  NAD 83(1997)-  40 23 48.47810(N)    091 19 55.23185(W) AD(       ) 4
 LD0834  NAD 83(1986)-  40 23 48.48797(N)    091 19 55.23392(W) AD(       ) 4
 LD0834  NAD 27      -  40 23 48.33600(N)    091 19 54.68900(W) AD(       ) 3
 LD0834
 LD0834.Superseded values are not recommended for survey control.
 LD0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0834.See file dsdata.txt to determine how the superseded data were derived.
 LD0834
 LD0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE4155573135(NAD 83)
 LD0834_MARKER: 51 = TANK
 LD0834
 LD0834  HISTORY     - Date     Condition        Report By
 LD0834  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0834
 LD0834                          STATION DESCRIPTION
 LD0834
 LD0834'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0218 ***********************************************************************
 NH0218  DESIGNATION -  HAMPSHIRE
 NH0218  PID         -  NH0218
 NH0218  STATE/COUNTY-  IL/KANE
 NH0218  USGS QUAD   -  HAMPSHIRE (1978)
 NH0218
 NH0218                         *CURRENT SURVEY CONTROL
 NH0218  ___________________________________________________________________
 NH0218* NAD 83(1997)-  42 04 55.55478(N)    088 31 47.92720(W)     ADJUSTED  
 NH0218* NAVD 88     -       283.005  (meters)     928.49   (feet)  ADJUSTED  
 NH0218  ___________________________________________________________________
 NH0218  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 NH0218  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NH0218  DYNAMIC HT  -         282.907 (meters)     928.17  (feet)  COMP
 NH0218  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 NH0218
 NH0218  HORZ ORDER  -  THIRD
 NH0218  VERT ORDER  -  FIRST     CLASS I
 NH0218
 NH0218.The horizontal coordinates were established by classical geodetic methods
 NH0218.and adjusted by the National Geodetic Survey in October 1999..
 NH0218
 NH0218.The orthometric height was determined by differential leveling
 NH0218.and adjusted by the National Geodetic Survey in June 1991..
 NH0218
 NH0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0218
 NH0218.The geoid height was determined by GEOID03.
 NH0218
 NH0218.The dynamic height is computed by dividing the NAVD 88
 NH0218.geopotential number by the normal gravity value computed on the
 NH0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0218.degrees latitude (g = 980.6199 gals.).
 NH0218
 NH0218.The modeled gravity was interpolated from observed gravity values.
 NH0218
 NH0218;                    North         East     Units Scale Factor Converg.
 NH0218;SPC IL E     -   601,240.115   283,729.055   MT  0.99997826   -0 07 54.5
 NH0218;SPC IL E     - 1,972,568.61    930,867.74   sFT  0.99997826   -0 07 54.5
 NH0218;UTM  16      - 4,660,024.112   373,452.158   MT  0.99979705   -1 01 31.9
 NH0218
 NH0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0218!SPC IL E     -   0.99996084  x   0.99997826  =   0.99993910
 NH0218!UTM  16      -   0.99996084  x   0.99979705  =   0.99975789
 NH0218
 NH0218|---------------------------------------------------------------------|
 NH0218| PID    Reference Object                     Distance      Geod. Az  |
 NH0218|                                                           dddmmss.s |
 NH0218| NH0216 HAMPSHIRE RM 1                       10.715 METERS 00157     |
 NH0218| NH1175 HAMPSHIRE MUNICIPAL TANK            APPROX. 2.0 KM 0133251.6 |
 NH0218| NH0217 HAMPSHIRE RM 2                       17.380 METERS 27235     |
 NH0218| NH1176 HAMPSHIRE MILK CO STACK             APPROX. 1.9 KM 3541136.5 |
 NH0218| NH0215 HAMPSHIRE AZ MK                                    3562551.5 |
 NH0218|---------------------------------------------------------------------|
 NH0218
 NH0218                          SUPERSEDED SURVEY CONTROL
 NH0218
 NH0218  NAD 83(1986)-  42 04 55.55550(N)    088 31 47.93538(W) AD(       ) 3
 NH0218  NAD 27      -  42 04 55.46090(N)    088 31 47.62260(W) AD(       ) 3
 NH0218  NGVD 29 (??/??/92)  283.060  (m)          928.67   (f) ADJ UNCH    1 1
 NH0218
 NH0218.Superseded values are not recommended for survey control.
 NH0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0218.See file dsdata.txt to determine how the superseded data were derived.
 NH0218
 NH0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7345260024(NAD 83)
 NH0218_MARKER: DS = TRIANGULATION STATION DISK
 NH0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0218_STAMPING: HAMPSHIRE 1954 1965
 NH0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0218+STABILITY: SURFACE MOTION
 NH0218
 NH0218  HISTORY     - Date     Condition        Report By
 NH0218  HISTORY     - 1954     MONUMENTED       CGS
 NH0218  HISTORY     - 1964     POOR             USGS
 NH0218  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NH0218  HISTORY     - 1969     GOOD             CGS
 NH0218  HISTORY     - 1969     GOOD             NGS
 NH0218  HISTORY     - 19980511 GOOD             USPSQD
 NH0218
 NH0218                          STATION DESCRIPTION
 NH0218
 NH0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0218'STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF HAMPSHIRE AND IS
 NH0218'ON ROAD RIGHT-OF-WAY.  IT IS 30 FEET EAST OF THE CENTER OF
 NH0218'A GRAVEL ROAD, 7 FEET NORTHWEST OF A WHITE WITNESS POST
 NH0218'AND 2 FEET WEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 NH0218'AND THE DISK IS STAMPED HAMPSHIRE 1954.
 NH0218'
 NH0218'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CENTER OF THE
 NH0218'GRAVEL ROAD AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 NH0218'2 INCHES AND THE DISK IS STAMPED HAMPSHIRE NO 1 1954.
 NH0218'
 NH0218'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE CENTER OF THE
 NH0218'GRAVEL ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 NH0218'2 INCHES AND THE DISK IS STAMPED HAMPSHIRE NO 2 1954.
 NH0218'
 NH0218'AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 NH0218'15 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 NH0218'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 NH0218'2 INCHES AND THE DISK IS STAMPED HAMPSHIRE 1954.
 NH0218'
 NH0218'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET
 NH0218'AND A RAILROAD CROSSING JUST EAST OF THE RAILROAD DEPOT
 NH0218'IN HAMPSHIRE, GO SOUTH ON STATE STREET FOR 0.75 MILE TO
 NH0218'THE JUNCTION WITH STATE HIGHWAY 72, TURN LEFT FOR ABOUT 100
 NH0218'FEET TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.25
 NH0218'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 NH0218'SOUTH ON GRAVEL ROAD FOR 0.15 MILE TO THE STATION ON THE
 NH0218'LEFT ON TOP OF ROAD BANK AS DESCRIBED.
 NH0218'
 NH0218'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH0218
 NH0218                          STATION RECOVERY (1964)
 NH0218
 NH0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NH0218'STATION WAS FOUND, BUT THE MARK HAD BEEN OVERTURNED, PROBABLY
 NH0218'IN THE REGRADING OF THE ROAD.
 NH0218'
 NH0218'THE R.M.S WERE FOUND IN GOOD CONDITION.
 NH0218'
 NH0218'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 NH0218
 NH0218                          STATION RECOVERY (1965)
 NH0218
 NH0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NH0218'THE SURFACE STATION MARK HAD BEEN REMOVED AND WAS FOUND
 NH0218'AT THE STATION SITE.  THE UNDERGROUND MARK, REFERENCE MARKS
 NH0218'AND THE AZIMUTH MARK RECOVERED AS DESCRIBED AND FOUND IN
 NH0218'GOOD CONDITION.
 NH0218'
 NH0218'THE SURFACE STATION MARK WAS RESET BY PLUMBING OVER THE
 NH0218'UNDERGROUND MARK AND THE DISK WAS STAMPED HAMPSHIRE 1954 1965.
 NH0218'
 NH0218'THE ORIGINAL MEASUREMENT CHECKED TO R.M. NO. 1.  THE MEASUREMENT
 NH0218'TO R.M. NO. 2 WAS FOUND TO BE 56.89 FEET (17.338 METERS) AND
 NH0218'THIS FAILED TO CHECK WITH THE ORIGINAL MEASUREMENT BY 0.13
 NH0218'FOOT.  IT IS POSSIBLE THAT R.M. NO. 2 HAS BEEN MOVED SLIGHTLY
 NH0218'AS IT HAS BEEN HIT BY ROAD MACHINERY.
 NH0218'
 NH0218'A METAL WITNESS POST WAS SET 2 FEET EAST OF THE STATION MARK.
 NH0218'
 NH0218'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM HAMPSHIRE
 NH0218'IS ADEQUATE FOR RECOVERY.
 NH0218
 NH0218                          STATION RECOVERY (1969)
 NH0218
 NH0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 NH0218'THE STATION MARK, STAMPED HAMPSHIRE 1954 1965, IS ABOUT
 NH0218'0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0218'HAMPSHIRE, THENCE 0.4 MILE SOUTH ALONG GETZELMAN ROAD, IN
 NH0218'SECTION 34, T 42 N, R 6 E, ON THE CREST OF A HILL, 31 FEET
 NH0218'EAST OF THE CENTER LINE OF THE ROAD, 2-1/2 FEET WEST OF A
 NH0218'FENCE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 7 FEET
 NH0218'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 NH0218'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 NH0218'
 NH0218'R.M. 1, STAMPED HAMPSHIRE NO 1 1954, IS 35.15 FEET NORTH OF
 NH0218'THE STATION MARK, 32 FEET EAST OF THE CENTER LINE OF THE
 NH0218'ROAD, 1 FOOT WEST OF A FENCE, ABOUT 7 FEET ABOVE THE LEVEL
 NH0218'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 NH0218'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 NH0218'
 NH0218'R.M. 2, STAMPED HAMPSHIRE NO 2 1954, IS 56.89 FEET WEST AND
 NH0218'ACROSS THE ROAD FROM THE STATION MARK, 29 FEET WEST OF THE
 NH0218'CENTER LINE OF THE ROAD, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 NH0218'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NH0218'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NH0218'
 NH0218'THE AZIMUTH MARK, STAMPED HAMPSHIRE 1954, IS 0.15 MILE NORTH
 NH0218'ALONG GETZELMAN ROAD FROM THE STATION MARK, ON THE OUTSIDE
 NH0218'OF A CURVE IN THE ROAD, 49 FEET WEST OF THE CENTER LINE OF
 NH0218'THE ROAD, 1 FOOT EAST OF A FENCE, 1.0 FOOT NORTH OF A METAL
 NH0218'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 NH0218'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 NH0218'SURFACE OF THE GROUND.
 NH0218'
 NH0218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILE SOUTH
 NH0218
 NH0218                          STATION RECOVERY (1969)
 NH0218
 NH0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0218'0.7 MI S FROM HAMPSHIRE.
 NH0218'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0218'HAMPSHIRE, THENCE 0.4 MILE SOUTH ALONG GETZELMAN ROAD, IN SECTION
 NH0218'34, T 42 N, R 6 E, ON THE CREST OF A HILL, 31 FEET EAST OF THE
 NH0218'CENTER LINE OF THE ROAD, 2 1/2 FEET WEST OF A FENCE, 2.0 FEET
 NH0218'WEST OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF
 NH0218'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 NH0218'WITH THE SURFACE OF THE GROUND.
 NH0218
 NH0218                          STATION RECOVERY (1998)
 NH0218
 NH0218'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0215 ***********************************************************************
 NH0215  DESIGNATION -  HAMPSHIRE AZ MK
 NH0215  PID         -  NH0215
 NH0215  STATE/COUNTY-  IL/KANE
 NH0215  USGS QUAD   -  HAMPSHIRE (1978)
 NH0215
 NH0215                         *CURRENT SURVEY CONTROL
 NH0215  ___________________________________________________________________
 NH0215* NAD 83(1986)-  42 05 06.     (N)    088 31 46.     (W)     SCALED    
 NH0215* NAVD 88     -       277.281  (meters)     909.71   (feet)  ADJUSTED  
 NH0215  ___________________________________________________________________
 NH0215  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NH0215  DYNAMIC HT  -         277.185 (meters)     909.40  (feet)  COMP
 NH0215  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 NH0215
 NH0215  VERT ORDER  -  FIRST     CLASS I
 NH0215
 NH0215.The horizontal coordinates were scaled from a topographic map and have
 NH0215.an estimated accuracy of +/- 6 seconds.
 NH0215
 NH0215.The orthometric height was determined by differential leveling
 NH0215.and adjusted by the National Geodetic Survey in June 1991..
 NH0215
 NH0215.The geoid height was determined by GEOID03.
 NH0215
 NH0215.The dynamic height is computed by dividing the NAVD 88
 NH0215.geopotential number by the normal gravity value computed on the
 NH0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0215.degrees latitude (g = 980.6199 gals.).
 NH0215
 NH0215.The modeled gravity was interpolated from observed gravity values.
 NH0215
 NH0215;                    North         East    Units  Estimated Accuracy
 NH0215;SPC IL E     -   601,560.      283,770.      MT  (+/- 180 meters Scaled)
 NH0215
 NH0215                          SUPERSEDED SURVEY CONTROL
 NH0215
 NH0215  NGVD 29 (??/??/92)  277.336  (m)          909.89   (f) ADJ UNCH    1 1
 NH0215
 NH0215.Superseded values are not recommended for survey control.
 NH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0215.See file dsdata.txt to determine how the superseded data were derived.
 NH0215
 NH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM735603(NAD 83)
 NH0215_MARKER: DZ = AZIMUTH MARK DISK
 NH0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0215_STAMPING: HAMPSHIRE 1954
 NH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0215+STABILITY: SURFACE MOTION
 NH0215
 NH0215  HISTORY     - Date     Condition        Report By
 NH0215  HISTORY     - 1954     MONUMENTED       CGS
 NH0215  HISTORY     - 1969     GOOD             NGS
 NH0215  HISTORY     - 19980511 GOOD             USPSQD
 NH0215
 NH0215                          STATION DESCRIPTION
 NH0215
 NH0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0215'0.6 MI S FROM HAMPSHIRE.
 NH0215'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0215'HAMPSHIRE, THENCE 0.25 MILE SOUTH ALONG GETZELMAN ROAD, IN SECTION
 NH0215'28, T 42 N, R 6 E, ON THE OUTSIDE OF A CURVE IN THE ROAD, 49
 NH0215'FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE,
 NH0215'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 NH0215'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 NH0215'IS LEVEL WITH THE SURFACE OF THE GROUND.
 NH0215
 NH0215                          STATION RECOVERY (1998)
 NH0215
 NH0215'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1176 ***********************************************************************
 NH1176  DESIGNATION -  HAMPSHIRE MILK CO STACK
 NH1176  PID         -  NH1176
 NH1176  STATE/COUNTY-  IL/KANE
 NH1176  USGS QUAD   -  HAMPSHIRE (1978)
 NH1176
 NH1176                         *CURRENT SURVEY CONTROL
 NH1176  ___________________________________________________________________
 NH1176* NAD 83(1997)-  42 05 57.62627(N)    088 31 56.40288(W)     ADJUSTED  
 NH1176* NAVD 88     -                                                        
 NH1176  ___________________________________________________________________
 NH1176  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 NH1176  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NH1176
 NH1176  HORZ ORDER  -  THIRD
 NH1176
 NH1176.The horizontal coordinates were established by classical geodetic methods
 NH1176.and adjusted by the National Geodetic Survey in October 1999..
 NH1176
 NH1176
 NH1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1176
 NH1176.The geoid height was determined by GEOID03.
 NH1176
 NH1176;                    North         East     Units Scale Factor Converg.
 NH1176;SPC IL E     -   603,155.684   283,538.709   MT  0.99997833   -0 08 00.3
 NH1176;SPC IL E     - 1,978,853.27    930,243.25   sFT  0.99997833   -0 08 00.3
 NH1176;UTM  16      - 4,661,942.070   373,291.748   MT  0.99979755   -1 01 38.8
 NH1176
 NH1176                          SUPERSEDED SURVEY CONTROL
 NH1176
 NH1176  NAD 83(1986)-  42 05 57.62652(N)    088 31 56.41100(W) AD(       ) 4
 NH1176  NAD 27      -  42 05 57.53400(N)    088 31 56.09700(W) AD(       ) 3
 NH1176
 NH1176.Superseded values are not recommended for survey control.
 NH1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1176.See file dsdata.txt to determine how the superseded data were derived.
 NH1176
 NH1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7329261942(NAD 83)
 NH1176_MARKER: 63 = STACK
 NH1176
 NH1176  HISTORY     - Date     Condition        Report By
 NH1176  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1176  HISTORY     - 19980511 MARK NOT FOUND   USPSQD
 NH1176
 NH1176                          STATION DESCRIPTION
 NH1176
 NH1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1176'STATION IS THE CENTER OF THE TOP OF THE STACK, LOCATED IN
 NH1176'THE NORTHWEST SECTION OF HAMPSHIRE.  IT IS A CONCRETE STACK,
 NH1176'125 FEET HIGH AND HAS THE INSCRIPTION HAMPSHIRE MILK CO. ON
 NH1176'THE EAST SIDE OF STACK.
 NH1176
 NH1176                          STATION RECOVERY (1998)
 NH1176
 NH1176'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1175 ***********************************************************************
 NH1175  DESIGNATION -  HAMPSHIRE MUNICIPAL TANK
 NH1175  PID         -  NH1175
 NH1175  STATE/COUNTY-  IL/KANE
 NH1175  USGS QUAD   -  HAMPSHIRE (1978)
 NH1175
 NH1175                         *CURRENT SURVEY CONTROL
 NH1175  ___________________________________________________________________
 NH1175* NAD 83(1997)-  42 05 58.86464(N)    088 31 27.44311(W)     ADJUSTED  
 NH1175* NAVD 88     -                                                        
 NH1175  ___________________________________________________________________
 NH1175  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 NH1175  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NH1175
 NH1175  HORZ ORDER  -  THIRD
 NH1175
 NH1175.The horizontal coordinates were established by classical geodetic methods
 NH1175.and adjusted by the National Geodetic Survey in October 1999..
 NH1175
 NH1175
 NH1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1175
 NH1175.The geoid height was determined by GEOID03.
 NH1175
 NH1175;                    North         East     Units Scale Factor Converg.
 NH1175;SPC IL E     -   603,192.374   284,204.223   MT  0.99997807   -0 07 40.9
 NH1175;SPC IL E     - 1,978,973.65    932,426.69   sFT  0.99997807   -0 07 40.9
 NH1175;UTM  16      - 4,661,968.366   373,957.633   MT  0.99979548   -1 01 19.4
 NH1175
 NH1175                          SUPERSEDED SURVEY CONTROL
 NH1175
 NH1175  NAD 83(1986)-  42 05 58.86500(N)    088 31 27.45144(W) AD(       ) 4
 NH1175  NAD 27      -  42 05 58.77200(N)    088 31 27.13700(W) AD(       ) 3
 NH1175
 NH1175.Superseded values are not recommended for survey control.
 NH1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1175.See file dsdata.txt to determine how the superseded data were derived.
 NH1175
 NH1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7395861968(NAD 83)
 NH1175_MARKER: 53 = ELEVATED TANK
 NH1175
 NH1175  HISTORY     - Date     Condition        Report By
 NH1175  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1175  HISTORY     - 19980511 MARK NOT FOUND   USPSQD
 NH1175
 NH1175                          STATION DESCRIPTION
 NH1175
 NH1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1175'STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED IN THE
 NH1175'NORTHEAST SECTION OF HAMPSHIRE.  IT IS A FOUR LEGGED STEEL
 NH1175'STRUCTURE ABOUT 110 FEET HIGH AND HAS HAMPSHIRE PRINTED IN
 NH1175'BLACK LETTERS ON THE NORTH AND SOUTH SIDES.
 NH1175
 NH1175                          STATION RECOVERY (1998)
 NH1175
 NH1175'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0216 ***********************************************************************
 NH0216  DESIGNATION -  HAMPSHIRE RM 1
 NH0216  PID         -  NH0216
 NH0216  STATE/COUNTY-  IL/KANE
 NH0216  USGS QUAD   -  HAMPSHIRE (1978)
 NH0216
 NH0216                         *CURRENT SURVEY CONTROL
 NH0216  ___________________________________________________________________
 NH0216* NAD 83(1986)-  42 04 55.     (N)    088 31 47.     (W)     SCALED    
 NH0216* NAVD 88     -       283.135  (meters)     928.92   (feet)  ADJUSTED  
 NH0216  ___________________________________________________________________
 NH0216  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NH0216  DYNAMIC HT  -         283.037 (meters)     928.60  (feet)  COMP
 NH0216  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 NH0216
 NH0216  VERT ORDER  -  FIRST     CLASS I
 NH0216
 NH0216.The horizontal coordinates were scaled from a topographic map and have
 NH0216.an estimated accuracy of +/- 6 seconds.
 NH0216
 NH0216.The orthometric height was determined by differential leveling
 NH0216.and adjusted by the National Geodetic Survey in June 1991..
 NH0216
 NH0216.The geoid height was determined by GEOID03.
 NH0216
 NH0216.The dynamic height is computed by dividing the NAVD 88
 NH0216.geopotential number by the normal gravity value computed on the
 NH0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0216.degrees latitude (g = 980.6199 gals.).
 NH0216
 NH0216.The modeled gravity was interpolated from observed gravity values.
 NH0216
 NH0216;                    North         East    Units  Estimated Accuracy
 NH0216;SPC IL E     -   601,220.      283,750.      MT  (+/- 180 meters Scaled)
 NH0216
 NH0216                          SUPERSEDED SURVEY CONTROL
 NH0216
 NH0216  NGVD 29 (??/??/92)  283.190  (m)          929.10   (f) ADJ UNCH    1 1
 NH0216
 NH0216.Superseded values are not recommended for survey control.
 NH0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0216.See file dsdata.txt to determine how the superseded data were derived.
 NH0216
 NH0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM734600(NAD 83)
 NH0216_MARKER: DR = REFERENCE MARK DISK
 NH0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0216_STAMPING: HAMPSHIRE NO 1 1954
 NH0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0216+STABILITY: SURFACE MOTION
 NH0216
 NH0216  HISTORY     - Date     Condition        Report By
 NH0216  HISTORY     - 1954     MONUMENTED       CGS
 NH0216  HISTORY     - 1969     GOOD             NGS
 NH0216  HISTORY     - 19980511 GOOD             USPSQD
 NH0216
 NH0216                          STATION DESCRIPTION
 NH0216
 NH0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0216'0.7 MI S FROM HAMPSHIRE.
 NH0216'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0216'HAMPSHIRE, THENCE 0.4 MILE SOUTH ALONG GETZELMAN ROAD, IN SECTION
 NH0216'34, T 42 N, R 6 E, 32 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NH0216'1 FOOT WEST OF A FENCE, 35.15 FEET NORTH OF TRIANGULATION STATION
 NH0216'HAMPSHIRE 1965, ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD, AND
 NH0216'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 NH0216'THE SURFACE OF THE GROUND.
 NH0216
 NH0216                          STATION RECOVERY (1998)
 NH0216
 NH0216'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0217 ***********************************************************************
 NH0217  DESIGNATION -  HAMPSHIRE RM 2
 NH0217  PID         -  NH0217
 NH0217  STATE/COUNTY-  IL/KANE
 NH0217  USGS QUAD   -  HAMPSHIRE (1978)
 NH0217
 NH0217                         *CURRENT SURVEY CONTROL
 NH0217  ___________________________________________________________________
 NH0217* NAD 83(1986)-  42 04 55.     (N)    088 31 47.     (W)     SCALED    
 NH0217* NAVD 88     -       282.974  (meters)     928.39   (feet)  ADJUSTED  
 NH0217  ___________________________________________________________________
 NH0217  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NH0217  DYNAMIC HT  -         282.876 (meters)     928.07  (feet)  COMP
 NH0217  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 NH0217
 NH0217  VERT ORDER  -  FIRST     CLASS I
 NH0217
 NH0217.The horizontal coordinates were scaled from a topographic map and have
 NH0217.an estimated accuracy of +/- 6 seconds.
 NH0217
 NH0217.The orthometric height was determined by differential leveling
 NH0217.and adjusted by the National Geodetic Survey in June 1991..
 NH0217
 NH0217.The geoid height was determined by GEOID03.
 NH0217
 NH0217.The dynamic height is computed by dividing the NAVD 88
 NH0217.geopotential number by the normal gravity value computed on the
 NH0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0217.degrees latitude (g = 980.6199 gals.).
 NH0217
 NH0217.The modeled gravity was interpolated from observed gravity values.
 NH0217
 NH0217;                    North         East    Units  Estimated Accuracy
 NH0217;SPC IL E     -   601,220.      283,750.      MT  (+/- 180 meters Scaled)
 NH0217
 NH0217                          SUPERSEDED SURVEY CONTROL
 NH0217
 NH0217  NGVD 29 (??/??/92)  283.029  (m)          928.57   (f) ADJ UNCH    1 1
 NH0217
 NH0217.Superseded values are not recommended for survey control.
 NH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0217.See file dsdata.txt to determine how the superseded data were derived.
 NH0217
 NH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM734600(NAD 83)
 NH0217_MARKER: DR = REFERENCE MARK DISK
 NH0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0217_STAMPING: HAMPSHIRE NO 2 1954
 NH0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0217+STABILITY: SURFACE MOTION
 NH0217
 NH0217  HISTORY     - Date     Condition        Report By
 NH0217  HISTORY     - 1954     MONUMENTED       CGS
 NH0217  HISTORY     - 1969     GOOD             NGS
 NH0217  HISTORY     - 19980511 GOOD             USPSQD
 NH0217
 NH0217                          STATION DESCRIPTION
 NH0217
 NH0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0217'0.7 MI S FROM HAMPSHIRE.
 NH0217'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL
 NH0217'AT HAMPSHIRE, THENCE 0.4 MILE SOUTH ALONG GETZELMAN ROAD, IN
 NH0217'SECTION 34, T 42 N, R 6 E, 29 FEET WEST OF THE CENTER LINE OF
 NH0217'THE ROAD, 1 1/2 FEET EAST OF A FENCE, 56.89 FEET WEST AND ACROSS
 NH0217'THE ROAD FROM TRIANGULATION STATION HAMPSHIRE 1965, ABOUT 6 FEET
 NH0217'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 NH0217'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NH0217
 NH0217                          STATION RECOVERY (1998)
 NH0217
 NH0217'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1210 ***********************************************************************
 MF1210  DESIGNATION -  HANCOCK
 MF1210  PID         -  MF1210
 MF1210  STATE/COUNTY-  IL/OGLE
 MF1210  USGS QUAD   -  ROCHELLE (1993)
 MF1210
 MF1210                         *CURRENT SURVEY CONTROL
 MF1210  ___________________________________________________________________
 MF1210* NAD 83(1997)-  41 59 00.94651(N)    089 06 41.07602(W)     ADJUSTED  
 MF1210* NAVD 88     -       264.733  (meters)     868.54   (feet)  POSTED    
 MF1210  ___________________________________________________________________
 MF1210  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MF1210  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF1210  DYNAMIC HT  -         264.640 (meters)     868.24  (feet)  COMP
 MF1210  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 MF1210
 MF1210  HORZ ORDER  -  SECOND
 MF1210  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MF1210
 MF1210.The horizontal coordinates were established by classical geodetic methods
 MF1210.and adjusted by the National Geodetic Survey in October 1999..
 MF1210
 MF1210.The orthometric height was determined by differential leveling
 MF1210.and adjusted by the National Geodetic Survey in 1992..
 MF1210.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MF1210.rate of 1.1 thru 2.0 mm/km.
 MF1210
 MF1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1210
 MF1210.The geoid height was determined by GEOID03.
 MF1210
 MF1210.The dynamic height is computed by dividing the NAVD 88
 MF1210.geopotential number by the normal gravity value computed on the
 MF1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1210.degrees latitude (g = 980.6199 gals.).
 MF1210
 MF1210.The modeled gravity was interpolated from observed gravity values.
 MF1210
 MF1210;                    North         East     Units Scale Factor Converg.
 MF1210;SPC IL W     -   590,799.374   787,446.654   MT  1.00003524   +0 42 21.3
 MF1210;SPC IL W     - 1,938,314.28  2,583,481.23   sFT  1.00003524   +0 42 21.3
 MF1210;UTM  16      - 4,650,111.263   325,088.909   MT  0.99997647   -1 24 45.8
 MF1210
 MF1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1210!SPC IL W     -   0.99996365  x   1.00003524  =   0.99999889
 MF1210!UTM  16      -   0.99996365  x   0.99997647  =   0.99994012
 MF1210
 MF1210:                Primary Azimuth Mark                     Grid Az
 MF1210:SPC IL W     -  KINGS                                    004 39 39.7
 MF1210:UTM  16      -  KINGS                                    006 46 46.8
 MF1210
 MF1210|---------------------------------------------------------------------|
 MF1210| PID    Reference Object                     Distance      Geod. Az  |
 MF1210|                                                           dddmmss.s |
 MF1210| NH0642 KINGS                               APPROX. 1.9 KM 0052201.0 |
 MF1210| MF0527 HANCOCK RM                           19.800 METERS 12437     |
 MF1210|---------------------------------------------------------------------|
 MF1210
 MF1210                          SUPERSEDED SURVEY CONTROL
 MF1210
 MF1210  NAD 83(1997)-  41 59 00.94718(N)    089 06 41.07854(W) AD(       ) 2
 MF1210  NAD 83(1986)-  41 59 00.94403(N)    089 06 41.08266(W) AD(       ) 2
 MF1210  NAD 27      -  41 59 00.84140(N)    089 06 40.74000(W) AD(       ) 2
 MF1210  NGVD 29 (07/19/86)  264.92   (m)          869.2    (f) LEVELING    3  
 MF1210
 MF1210.Superseded values are not recommended for survey control.
 MF1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1210.See file dsdata.txt to determine how the superseded data were derived.
 MF1210
 MF1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2508950111(NAD 83)
 MF1210_MARKER: DS = TRIANGULATION STATION DISK
 MF1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1210+STABILITY: SURFACE MOTION
 MF1210
 MF1210  HISTORY     - Date     Condition        Report By
 MF1210  HISTORY     - 1920     MONUMENTED       CGS
 MF1210  HISTORY     - 1954     MARK NOT FOUND   CGS
 MF1210  HISTORY     - 19960514 MARK NOT FOUND   USPSQD
 MF1210  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF1210  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF1210
 MF1210                          STATION DESCRIPTION
 MF1210
 MF1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1210'STATION IS ABOUT 1-1/4 MILES S OF KINGS, ON THE W SIDE OF
 MF1210'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 100 YARDS
 MF1210'E OF JUDGE LOCKWOOD BAILEYS RESIDENCE, AND 4.23 METERS (13.88
 MF1210'FEET) W OF THE W AND NEAREST RAIL.  THE SURFACE, UNDERGROUND,
 MF1210'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MF1210'THE REFERENCE MARK
 MF1210'IS ON THE OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE LINE,
 MF1210'19.80 METERS (64.96 FEET) FROM THE STATION, S 55 DEG 23 MIN E.
 MF1210
 MF1210                          STATION RECOVERY (1954)
 MF1210
 MF1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1210'STATION WAS SEARCHED FOR BUT NOT FOUND, DISTANCE FROM RAIL
 MF1210'GIVEN IN THE 1920 DESCRIPTION PLACES THE MARK IN THE RAILROAD
 MF1210'DITCH, THE DITCHING MACHINE PROBABLY DESTROYED THE MARK.
 MF1210'THE REFERENCE MARK WAS NOT FOUND.  TWO HOURS WERE SPENT
 MF1210'SEARCHING FOR THIS MARK.
 MF1210
 MF1210                          STATION RECOVERY (1996)
 MF1210
 MF1210'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1210'MARK NOT FOUND.
 MF1210
 MF1210                          STATION RECOVERY (2001)
 MF1210
 MF1210'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1210'MARK NOT FOUND.
 MF1210
 MF1210                          STATION RECOVERY (2004)
 MF1210
 MF1210'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0527 ***********************************************************************
 MF0527  DESIGNATION -  HANCOCK RM
 MF0527  PID         -  MF0527
 MF0527  STATE/COUNTY-  IL/OGLE
 MF0527  USGS QUAD   -  ROCHELLE (1993)
 MF0527
 MF0527                         *CURRENT SURVEY CONTROL
 MF0527  ___________________________________________________________________
 MF0527* NAD 83(1986)-  41 59 00.     (N)    089 06 39.     (W)     SCALED    
 MF0527* NAVD 88     -       263.721  (meters)     865.22   (feet)  ADJUSTED  
 MF0527  ___________________________________________________________________
 MF0527  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0527  DYNAMIC HT  -         263.631 (meters)     864.93  (feet)  COMP
 MF0527  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 MF0527
 MF0527  VERT ORDER  -  FIRST     CLASS II
 MF0527
 MF0527.The horizontal coordinates were scaled from a topographic map and have
 MF0527.an estimated accuracy of +/- 6 seconds.
 MF0527
 MF0527.The orthometric height was determined by differential leveling
 MF0527.and adjusted by the National Geodetic Survey in June 1991..
 MF0527
 MF0527.The geoid height was determined by GEOID03.
 MF0527
 MF0527.The dynamic height is computed by dividing the NAVD 88
 MF0527.geopotential number by the normal gravity value computed on the
 MF0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0527.degrees latitude (g = 980.6199 gals.).
 MF0527
 MF0527.The modeled gravity was interpolated from observed gravity values.
 MF0527
 MF0527;                    North         East    Units  Estimated Accuracy
 MF0527;SPC IL W     -   590,770.      787,500.      MT  (+/- 180 meters Scaled)
 MF0527
 MF0527                          SUPERSEDED SURVEY CONTROL
 MF0527
 MF0527  NGVD 29 (??/??/92)  263.764  (m)          865.37   (f) ADJ UNCH    1 2
 MF0527
 MF0527.Superseded values are not recommended for survey control.
 MF0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0527.See file dsdata.txt to determine how the superseded data were derived.
 MF0527
 MF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM251500(NAD 83)
 MF0527_MARKER: DR = REFERENCE MARK DISK
 MF0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0527_STAMPING: 865.366 HANCOCK 1920
 MF0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0527+STABILITY: SURFACE MOTION
 MF0527
 MF0527  HISTORY     - Date     Condition        Report By
 MF0527  HISTORY     - 1920     MONUMENTED       CGS
 MF0527  HISTORY     - 1960     GOOD             NGS
 MF0527  HISTORY     - 19960514 MARK NOT FOUND   USPSQD
 MF0527  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 MF0527  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF0527
 MF0527                          STATION DESCRIPTION
 MF0527
 MF0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0527'1.6 MI S FROM KINGS.
 MF0527'ABOUT 1.65 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0527'RAILROAD FROM THE CROSSING OF STATE HIGHWAY AT KINGS, 0.55 MILE
 MF0527'SOUTH OF MILEPOST 4, IN S-34, R-1E, T-41N, 123 YARDS SOUTHWEST
 MF0527'OF THE CENTER OF CROSSING OF A BLACK TOP ROAD LEADING EAST-WEST,
 MF0527'46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET NORTHWEST OF
 MF0527'RIGHT-OF-WAY FENCE, 26 1/2 FEET SOUTH OF THE CENTER OF CONCRETE
 MF0527'FENCE BRACE, 20 1/2 FEET EAST OF THE 4TH. POLE SOUTHWEST OF THE
 MF0527'CROSSING, ABOUT LEVEL WITH THE TRACK, AND SET IN TOP OF A CONCRETE
 MF0527'POST PROJECTING 1 INCH.  NOTE-- THE POST IS CHIPPED ON THE
 MF0527'NORTHEAST CORNER AND POST IS SET IN JELL-LIKE AREA.
 MF0527
 MF0527                          STATION RECOVERY (1996)
 MF0527
 MF0527'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0527'MARK NOT FOUND.
 MF0527
 MF0527                          STATION RECOVERY (2001)
 MF0527
 MF0527'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0527'MARK NOT FOUND.
 MF0527
 MF0527                          STATION RECOVERY (2004)
 MF0527
 MF0527'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0174 ***********************************************************************
 MF0174  DESIGNATION -  HANKER
 MF0174  PID         -  MF0174
 MF0174  STATE/COUNTY-  IL/GRUNDY
 MF0174  USGS QUAD   -  MINOOKA (1993)
 MF0174
 MF0174                         *CURRENT SURVEY CONTROL
 MF0174  ___________________________________________________________________
 MF0174* NAD 83(1997)-  41 24 07.08169(N)    088 15 59.07912(W)     ADJUSTED  
 MF0174* NAVD 88     -       190.649  (meters)     625.49   (feet)  ADJUSTED  
 MF0174  ___________________________________________________________________
 MF0174  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 MF0174  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF0174  DYNAMIC HT  -         190.578 (meters)     625.25  (feet)  COMP
 MF0174  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 MF0174
 MF0174  HORZ ORDER  -  FIRST
 MF0174  VERT ORDER  -  FIRST     CLASS II
 MF0174
 MF0174.The horizontal coordinates were established by classical geodetic methods
 MF0174.and adjusted by the National Geodetic Survey in October 1999..
 MF0174
 MF0174.The orthometric height was determined by differential leveling
 MF0174.and adjusted by the National Geodetic Survey in June 1991..
 MF0174
 MF0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0174
 MF0174.The geoid height was determined by GEOID03.
 MF0174
 MF0174.The dynamic height is computed by dividing the NAVD 88
 MF0174.geopotential number by the normal gravity value computed on the
 MF0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0174.degrees latitude (g = 980.6199 gals.).
 MF0174
 MF0174.The modeled gravity was interpolated from observed gravity values.
 MF0174
 MF0174;                    North         East     Units Scale Factor Converg.
 MF0174;SPC IL E     -   525,684.427   305,596.048   MT  0.99997539   +0 02 39.3
 MF0174;SPC IL E     - 1,724,682.99  1,002,609.70   sFT  0.99997539   +0 02 39.3
 MF0174;UTM  16      - 4,584,154.554   394,141.500   MT  0.99973791   -0 50 15.4
 MF0174
 MF0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0174!SPC IL E     -   0.99997526  x   0.99997539  =   0.99995065
 MF0174!UTM  16      -   0.99997526  x   0.99973791  =   0.99971318
 MF0174
 MF0174:                Primary Azimuth Mark                     Grid Az
 MF0174:SPC IL E     -  MINOOKA CHURCH SPIRE                     001 15 28.8
 MF0174:UTM  16      -  MINOOKA CHURCH SPIRE                     002 08 23.5
 MF0174
 MF0174|---------------------------------------------------------------------|
 MF0174| PID    Reference Object                     Distance      Geod. Az  |
 MF0174|                                                           dddmmss.s |
 MF0174| MF1433 MINOOKA CHURCH SPIRE                APPROX. 6.1 KM 0011808.1 |
 MF0174| MF1435 MINOOKA MUNICIPAL TANK              APPROX. 6.0 KM 0033547.7 |
 MF0174| MF0176 HANKER RM 3                          23.983 METERS 01100     |
 MF0174| MF0175 HANKER RM 1                          22.221 METERS 16125     |
 MF0174| MF1437 DRESDEN NUCLEAR POWER STA STK       APPROX. 1.3 KM 1871002.5 |
 MF0174| CI7490 HANKER RM 4                          27.320 METERS 21547     |
 MF0174| MF1441 MORRIS PAPER CO TANK                APPROX.12.7 KM 2490908.9 |
 MF0174| MF1442 MORRIS PAPER CO STACK               APPROX.12.6 KM 2493024.0 |
 MF0174| MF0170 HANKER RM 2                                        2933440.2 |
 MF0174| MF1375 AERIAL BEACON                       APPROX.15.9 KM 3270837.3 |
 MF0174|---------------------------------------------------------------------|
 MF0174
 MF0174                          SUPERSEDED SURVEY CONTROL
 MF0174
 MF0174  NAD 83(1997)-  41 24 07.08278(N)    088 15 59.08075(W) AD(       ) 1
 MF0174  NAD 83(1986)-  41 24 07.08565(N)    088 15 59.09221(W) AD(       ) 1
 MF0174  NAD 27      -  41 24 06.97200(N)    088 15 58.85900(W) AD(       ) 1
 MF0174  NGVD 29 (??/??/92)  190.736  (m)          625.77   (f) ADJ UNCH    1 2
 MF0174
 MF0174.Superseded values are not recommended for survey control.
 MF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0174.See file dsdata.txt to determine how the superseded data were derived.
 MF0174
 MF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9414184155(NAD 83)
 MF0174_MARKER: DS = TRIANGULATION STATION DISK
 MF0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0174_STAMPING: HANKER 1930
 MF0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0174+STABILITY: SURFACE MOTION
 MF0174
 MF0174  HISTORY     - Date     Condition        Report By
 MF0174  HISTORY     - 1930     MONUMENTED       CGS
 MF0174  HISTORY     - 1944     GOOD             CGS
 MF0174  HISTORY     - 1947     GOOD             NGS
 MF0174  HISTORY     - 1960     GOOD             CGS
 MF0174  HISTORY     - 1972     GOOD             LOCSUR
 MF0174
 MF0174                          STATION DESCRIPTION
 MF0174
 MF0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF0174'STATION IS ABOUT 3-1/2 MILES S OF THE TOWN OF MINOOKA, 1 MILE
 MF0174'S OF THE PAVED STATE HIGHWAY 7, ON THE N BANK OF THE DES PLAINES
 MF0174'RIVER, IN THE NW 1/4 OF SEC. 25, T 34 N, R 8 E, IN PASTURE
 MF0174'LAND OWNED BY MR. FRITZ HANKER, WHO LIVES 1/3 MILE NW.  THE
 MF0174'STATION IS 1300 FEET SE OF A T-ROAD, NEAR A FENCE CORNER,
 MF0174'AND 29.6 METERS N OF THE EDGE OF THE RIVER BLUFF, WHICH IS
 MF0174'WELL DEFINED.  THE MARK IS SET 12 INCHES BELOW THE SURFACE,
 MF0174'23.2 METERS N OF A FENCE CORNER, AND 5.30 METERS W OF A FENCE
 MF0174'LINE.
 MF0174'
 MF0174'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF0174'DISKS SET IN CONCRETE.
 MF0174'
 MF0174'REFERENCE MARK NO. 1, 4 INCHES ABOVE THE SURFACE, IS 10 METERS
 MF0174'N OF THE EDGE OF THE BLUFF, 1.03 METERS NE OF THE FENCE CORNER
 MF0174'MENTIONED ABOVE.  REFERENCE MARK NO. 2, 4 INCHES ABOVE THE
 MF0174'SURFACE, IS 55 METERS W OF THE T-ROAD, IN A TELEPHONE AND
 MF0174'FENCE LINE.  IT IS 9.4 METERS S OF THE CENTER LINE OF THE
 MF0174'ROAD, AND 0.50 METER S OF THE FENCE.
 MF0174'
 MF0174'TO REACH FROM MORRIS, GO E ON HIGHWAY 7 ABOUT 7 MILES TO A
 MF0174'ROAD WHICH LEADS S, 1 MILE W OF THE WILL-GRUNDY COUNTY LINE.
 MF0174'TURN S 3/4 MILE TO A T-CORNER, THEN E 800 FEET TO A GATE
 MF0174'ENTERING PASTURE ON S.  STATION IS 1/4 MILE SE.
 MF0174'
 MF0174'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 MF0174
 MF0174                          STATION RECOVERY (1944)
 MF0174
 MF0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF0174'STATION WAS RECOVERED AS DESCRIBED BY F.L.G. IN 1930 IN EXCELLENT
 MF0174'CONDITION.  REFERENCE MARK 2 WAS USED AS AN AZIMUTH MARK BECAUSE
 MF0174'OF ITS DISTANCE FROM THE STATION.  A NEW REFERENCE MARK, NO. 3,
 MF0174'WAS ESTABLISHED BY THIS PARTY.
 MF0174'
 MF0174'STATION IS LOCATED 1.0 MILE S OF U.S. HIGHWAY 6.  THE DISK
 MF0174'IS STAMPED HANKER 1930.
 MF0174'
 MF0174'REFERENCE MARK 1 IS IN FENCE CORNER.  THE DISK IS STAMPED
 MF0174'HANKER NO 1 1930 AND IS FLUSH WITH THE GROUND.
 MF0174'
 MF0174'REFERENCE MARK 2 IS STAMPED HANKER NO 2 1930.
 MF0174'
 MF0174'REFERENCE MARK 3 IS 1.0 FOOT W OF THE FENCE.  THE DISK IS
 MF0174'STAMPED HANKER NO 3 1944.
 MF0174'
 MF0174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6
 MF0174'AND 66 (SW OF JOLIET), GO W ON U.S. HIGHWAY 6 FOR 5.35 MILES
 MF0174'TO A GRAVELED CROSS ROAD AND SIGN POINTING N READING MINOOKA
 MF0174'3 MILES.  TURN LEFT AND GO 1.0 MILE TO A T-INTERSECTION.*
 MF0174'TURN LEFT FOR 0.1 MILE TO A BOARD GATE ON THE RIGHT.  PASS
 MF0174'THROUGH THE GATE AND GO 0.2 MILE SE TO THE STATION ON THE
 MF0174'RIVER BANK.
 MF0174'
 MF0174'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO W FOR 0.55 METER
 MF0174'TO THE MARK ON THE LEFT OR S SIDE OF THE ROAD.
 MF0174'
 MF0174'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MF0174
 MF0174                          STATION RECOVERY (1947)
 MF0174
 MF0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MF0174'11.6 MI NE FROM MORRIS.
 MF0174'ABUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0174'HOUSE AT MORRIS, THENCE ABOUT 9.3 MILES NORTHEAST ALONG U.S.
 MF0174'HIGHWAY 6, THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD TO
 MF0174'THE JUNCTION OF A NORTHEAST-SOUTHWEST GRAVEL ROAD, THENCE ABOUT
 MF0174'0.25 MILE EAST ACROSS A PASTURE TO A NORTH-SOUTH FENCE LINE, 266
 MF0174'FEET SOUTH OF A TRIANGULAR BLAZED TRIPPLE 36-INCH TREE, 240 FEET
 MF0174'NORTHEAST OF A TRIANGULAR BLAZED 24-INCH TREE, 18 FEET WEST OF
 MF0174'THE FENCE LINE, 70 FEET NORTH-NORTHWEST OF A FENCE CORNER, AND
 MF0174'SET IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES UNDER GROUND.
 MF0174'THIS MARK MAY ALSO BE REACHED FROM MORRIS BY GOING 1.8 MILES
 MF0174'NORTH ALONG STATE HIGHWAY 47, THENCE 8.6 MILES NORTHEAST ALONG
 MF0174'U.S. HIGHWAY 6, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, AND
 MF0174'THENCE 0.25 MILE EAST ACROSS A PASTURE.
 MF0174
 MF0174                          STATION RECOVERY (1960)
 MF0174
 MF0174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0174'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 MF0174'GOOD CONDITION.  REFERENCE MARK NO. 3 WAS DESTROYED BY REQUEST
 MF0174'OF THE LAND OWNER AND REFERENCE MARK NO. 4 WAS ESTABLISHED BY
 MF0174'THIS PARTY.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1
 MF0174'AND THE DIRECTION TO THE AZIMUTH MARK CHECKED WITH THE 1930 DATA.
 MF0174'
 MF0174'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MF0174'
 MF0174'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF MINOOKA
 MF0174'AND 1 MILE SOUTH OF U.S. HIGHWAY 6.
 MF0174'
 MF0174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6
 MF0174'AND 66 AT THE SOUTHWEST EDGE OF JOLIET, GO WEST AND SOUTHWEST
 MF0174'ON U.S. HIGHWAY 6 FOR 5.3 MILES TO CROSSROADS, TURN LEFT,
 MF0174'SOUTH, ON A GRAVELED ROAD FOR 1.1 MILE TO A T INTERSECTION,
 MF0174'JOG LEFT TO A WOODEN GATE (FROM HERE AZIMUTH MARK IS ON THE
 MF0174'RIGHT 180 FEET WEST OF THE INTERSECTION).  PASS THROUGH GATE
 MF0174'AND GO SOUTHEASTERLY ACROSS PASTURE TO FENCE CORNER AND THE
 MF0174'STATION.
 MF0174'
 MF0174'STATION MARK, A STANDARD STATION DISK SET IN TOP OF A 12 INCH
 MF0174'SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW THE SURFACE
 MF0174'OF THE GROUND AND IS STAMPED HANKER 1930.  THE MARK IS 89.5
 MF0174'FEET NORTHEAST OF A WITNESS POST, 73 FEET NORTH-NORTHWEST OF
 MF0174'A FENCE CORNER AND 18 FEET WEST OF A FENCE.
 MF0174'
 MF0174'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A 12 INCH
 MF0174'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 MF0174'GROUND AND IS STAMPED HANKER NO 1 1930.  THE MARK IS 74.4 FEET
 MF0174'EAST OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 MF0174'
 MF0174'REFERENCE MARK 4, A STANDARD REFERENCE DISK SET IN TOP OF A
 MF0174'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 MF0174'THE SURFACE OF THE GROUND AND IS STAMPED HANKER NO 4 1930.
 MF0174'THE MARK IS 74 FEET WEST OF A FENCE CORNER AND 1.8 FEET
 MF0174'WEST-NORTHWEST OF A WITNESS POST.
 MF0174'
 MF0174'REFERENCE MARK 2 (AZI. MK.), A STANDARD REFERENCE DISK SET IN
 MF0174'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 MF0174'THE SURFACE OF THE GROUND AND IS STAMPED HANKER NO 2 1930.
 MF0174'THE MARK IS 29 FEET SOUTH OF THE CENTER OF GRAVELED ROAD, 3
 MF0174'FEET EAST-SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 MF0174'FENCE.
 MF0174'
 MF0174'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 MF0174'DISKS SET IN CONCRETE.
 MF0174'
 MF0174'OBSERVATIONS TAKEN FROM A 90 FT. TOWER.
 MF0174'
 MF0174'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF0174
 MF0174                          STATION RECOVERY (1972)
 MF0174
 MF0174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF0174'STATION, R.M. 1, R.M. 2, R.M. 4 RECOVERED IN GOOD CONDITION
 MF0174'AS DESCRIBED.
 MF0174'
 MF0174'HORIZONTAL GEODETIC DISTANCE FROM HANKER TO R.M. 2 IS 1095.05 FT
 MF0174'(MEASURED WITH LASER RANGER AS PART OF A TRAVERSE FROM HANKER
 MF0174'TO MC EVILLY)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0175 ***********************************************************************
 MF0175  DESIGNATION -  HANKER RM 1
 MF0175  PID         -  MF0175
 MF0175  STATE/COUNTY-  IL/GRUNDY
 MF0175  USGS QUAD   -  MINOOKA (1993)
 MF0175
 MF0175                         *CURRENT SURVEY CONTROL
 MF0175  ___________________________________________________________________
 MF0175* NAD 83(1986)-  41 24 06.     (N)    088 15 58.     (W)     SCALED    
 MF0175* NAVD 88     -       190.862  (meters)     626.19   (feet)  ADJUSTED  
 MF0175  ___________________________________________________________________
 MF0175  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF0175  DYNAMIC HT  -         190.790 (meters)     625.95  (feet)  COMP
 MF0175  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 MF0175
 MF0175  VERT ORDER  -  FIRST     CLASS II
 MF0175
 MF0175.The horizontal coordinates were scaled from a topographic map and have
 MF0175.an estimated accuracy of +/- 6 seconds.
 MF0175
 MF0175.The orthometric height was determined by differential leveling
 MF0175.and adjusted by the National Geodetic Survey in June 1991..
 MF0175
 MF0175.The geoid height was determined by GEOID03.
 MF0175
 MF0175.The dynamic height is computed by dividing the NAVD 88
 MF0175.geopotential number by the normal gravity value computed on the
 MF0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0175.degrees latitude (g = 980.6199 gals.).
 MF0175
 MF0175.The modeled gravity was interpolated from observed gravity values.
 MF0175
 MF0175;                    North         East    Units  Estimated Accuracy
 MF0175;SPC IL E     -   525,650.      305,620.      MT  (+/- 180 meters Scaled)
 MF0175
 MF0175                          SUPERSEDED SURVEY CONTROL
 MF0175
 MF0175  NGVD 29 (??/??/92)  190.948  (m)          626.47   (f) ADJ UNCH    1 2
 MF0175
 MF0175.Superseded values are not recommended for survey control.
 MF0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0175.See file dsdata.txt to determine how the superseded data were derived.
 MF0175
 MF0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL941841(NAD 83)
 MF0175_MARKER: DR = REFERENCE MARK DISK
 MF0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0175_STAMPING: HANKER NO 1 1930
 MF0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0175+STABILITY: SURFACE MOTION
 MF0175
 MF0175  HISTORY     - Date     Condition        Report By
 MF0175  HISTORY     - 1930     MONUMENTED       CGS
 MF0175  HISTORY     - 1947     GOOD             NGS
 MF0175
 MF0175                          STATION DESCRIPTION
 MF0175
 MF0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0175'11.6 MI NE FROM MORRIS.
 MF0175'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0175'HOUSE AT MORRIS, THENCE ABOUT 9.3 MILES NORTHEAST ALONG U.S.
 MF0175'HIGHWAY 6, THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD TO A
 MF0175'NORTHEAST-SOUTHWEST GRAVEL ROAD, THENCE ABOUT 0.25 MILE EAST
 MF0175'ACROSS A PASTURE TO A NORTH-SOUTH FENCE LINE, 73 FEET
 MF0175'SOUTH-SOUTHEAST OF THE STATION, 335 FEET SOUTH OF A TRIANGULAR
 MF0175'BLAZED 36-INCH TRIPPLE TREE, 146 FEET SOUTH OF R.M. 2, 4 FEET
 MF0175'NORTHEAST OF THE FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 MF0175'POST PROJECTING 6 INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED
 MF0175'FROM MORRIS BY GOING 1.8 MILES NORTH ALONG STATE HIGHWAY 47,
 MF0175'THENCE 8.6 MILES NORTHEAST ALONG U.S. HIGHWAY 6, THENCE 1.0 MILE
 MF0175'SOUTH ALONG A GRAVEL ROAD, AND THENCE 0.25 MILE EAST ACROSS A
 MF0175'PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0170 ***********************************************************************
 MF0170  DESIGNATION -  HANKER RM 2
 MF0170  PID         -  MF0170
 MF0170  STATE/COUNTY-  IL/GRUNDY
 MF0170  USGS QUAD   -  MINOOKA (1993)
 MF0170
 MF0170                         *CURRENT SURVEY CONTROL
 MF0170  ___________________________________________________________________
 MF0170* NAD 83(1986)-  41 24 06.     (N)    088 15 58.     (W)     SCALED    
 MF0170* NAVD 88     -       188.704  (meters)     619.11   (feet)  ADJUSTED  
 MF0170  ___________________________________________________________________
 MF0170  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF0170  DYNAMIC HT  -         188.633 (meters)     618.87  (feet)  COMP
 MF0170  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 MF0170
 MF0170  VERT ORDER  -  FIRST     CLASS II
 MF0170
 MF0170.The horizontal coordinates were scaled from a topographic map and have
 MF0170.an estimated accuracy of +/- 6 seconds.
 MF0170
 MF0170.The orthometric height was determined by differential leveling
 MF0170.and adjusted by the National Geodetic Survey in June 1991..
 MF0170
 MF0170.The geoid height was determined by GEOID03.
 MF0170
 MF0170.The dynamic height is computed by dividing the NAVD 88
 MF0170.geopotential number by the normal gravity value computed on the
 MF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0170.degrees latitude (g = 980.6199 gals.).
 MF0170
 MF0170.The modeled gravity was interpolated from observed gravity values.
 MF0170
 MF0170;                    North         East    Units  Estimated Accuracy
 MF0170;SPC IL E     -   525,650.      305,620.      MT  (+/- 180 meters Scaled)
 MF0170
 MF0170                          SUPERSEDED SURVEY CONTROL
 MF0170
 MF0170  NGVD 29 (??/??/92)  188.790  (m)          619.39   (f) ADJ UNCH    1 2
 MF0170
 MF0170.Superseded values are not recommended for survey control.
 MF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0170.See file dsdata.txt to determine how the superseded data were derived.
 MF0170
 MF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL941841(NAD 83)
 MF0170_MARKER: DR = REFERENCE MARK DISK
 MF0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0170_STAMPING: HANKER NO 2 1930
 MF0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0170+STABILITY: SURFACE MOTION
 MF0170
 MF0170  HISTORY     - Date     Condition        Report By
 MF0170  HISTORY     - 1930     MONUMENTED       CGS
 MF0170  HISTORY     - 1947     GOOD             NGS
 MF0170
 MF0170                          STATION DESCRIPTION
 MF0170
 MF0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0170'11.4 MI NE FROM MORRIS.
 MF0170'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0170'HOUSE AT MORRIS, THENCE ABOUT 9.3 MILES NORTHEAST ALONG U.S.
 MF0170'HIGHWAY 6, THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD, AT
 MF0170'THE JUNCTION OF A NORTHEAST-SOUTHWEST GRAVEL ROAD, 191 FEET
 MF0170'SOUTHWEST OF THE EXTENDED CENTER LINE OF THE ROAD NORTH (MEASURED
 MF0170'ALONG ROAD), 58 FEET EAST AND ACROSS THE ROAD FROM A 20-INCH ELM
 MF0170'TREE, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MF0170'NORTHEAST-SOUTHWEST ROAD, 1.5 FEET SOUTHEAST OF THE FENCE LINE
 MF0170'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.  THIS
 MF0170'MARK MAY ALSO BE REACHED FROM MORRIS BY GOING 1.8 MILES NORTH
 MF0170'ALONG STATE HIGHWAY 47, THENCE 8.6 MILES NORTHEAST ALONG U.S.
 MF0170'HIGHWAY 6, AND THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0176 ***********************************************************************
 MF0176  DESIGNATION -  HANKER RM 3
 MF0176  PID         -  MF0176
 MF0176  STATE/COUNTY-  IL/GRUNDY
 MF0176  USGS QUAD   -  MINOOKA (1993)
 MF0176
 MF0176                         *CURRENT SURVEY CONTROL
 MF0176  ___________________________________________________________________
 MF0176* NAD 83(1986)-  41 24 06.     (N)    088 15 58.     (W)     SCALED    
 MF0176* NAVD 88     -       190.870  (meters)     626.21   (feet)  ADJUSTED  
 MF0176  ___________________________________________________________________
 MF0176  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF0176  DYNAMIC HT  -         190.798 (meters)     625.98  (feet)  COMP
 MF0176  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 MF0176
 MF0176  VERT ORDER  -  FIRST     CLASS II
 MF0176
 MF0176.The horizontal coordinates were scaled from a topographic map and have
 MF0176.an estimated accuracy of +/- 6 seconds.
 MF0176
 MF0176.The orthometric height was determined by differential leveling
 MF0176.and adjusted by the National Geodetic Survey in June 1991..
 MF0176
 MF0176.The geoid height was determined by GEOID03.
 MF0176
 MF0176.The dynamic height is computed by dividing the NAVD 88
 MF0176.geopotential number by the normal gravity value computed on the
 MF0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0176.degrees latitude (g = 980.6199 gals.).
 MF0176
 MF0176.The modeled gravity was interpolated from observed gravity values.
 MF0176
 MF0176;                    North         East    Units  Estimated Accuracy
 MF0176;SPC IL E     -   525,650.      305,620.      MT  (+/- 180 meters Scaled)
 MF0176
 MF0176                          SUPERSEDED SURVEY CONTROL
 MF0176
 MF0176  NGVD 29 (??/??/92)  190.956  (m)          626.49   (f) ADJ UNCH    1 2
 MF0176
 MF0176.Superseded values are not recommended for survey control.
 MF0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0176.See file dsdata.txt to determine how the superseded data were derived.
 MF0176
 MF0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL941841(NAD 83)
 MF0176_MARKER: DR = REFERENCE MARK DISK
 MF0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0176_STAMPING: HANKER NO 3 1930
 MF0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0176+STABILITY: SURFACE MOTION
 MF0176
 MF0176  HISTORY     - Date     Condition        Report By
 MF0176  HISTORY     - 1944     MONUMENTED       CGS
 MF0176  HISTORY     - 1947     GOOD             NGS
 MF0176
 MF0176                          STATION DESCRIPTION
 MF0176
 MF0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0176'11.6 MI NE FROM MORRIS.
 MF0176'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT
 MF0176'HOUSE AT MORRIS, THENCE ABOUT 9.3 MILES NORTHEAST ALONG
 MF0176'U.S. HIGHWAY 6, THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD
 MF0176'TO A NORTHEAST-SOUTHWEST GRAVEL ROAD, THENCE ABOUT 0.25 MILE
 MF0176'EAST ACROSS A PASTURE TO A NORTH-SOUTH FENCE LINE, 189 FEET
 MF0176'SOUTH OF A TRIANGULAR BLAZED TRIPPLE 36-INCH TREE, 79 FEET
 MF0176'NORTH- OF THE STATION MARK, 1 FOOT WEST OF THE FENCE LINE AND
 MF0176'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MF0176'NOTE-- THIS MARK MAY ALSO BE REACHED FROM MORRIS BY GOING 1.8
 MF0176'MILES NORTH ALONG STATE HIGHWAY 47, THENCE 8.6 MILES NORTHEAST
 MF0176'ALONG U.S. HIGHWAY 6, THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD,
 MF0176'AND THENCE 0.25 MILE EAST ACROSS A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1466 ***********************************************************************
 LC1466  DESIGNATION -  HANLON
 LC1466  PID         -  LC1466
 LC1466  STATE/COUNTY-  IL/PEORIA
 LC1466  USGS QUAD   -  OAK HILL (1997)
 LC1466
 LC1466                         *CURRENT SURVEY CONTROL
 LC1466  ___________________________________________________________________
 LC1466* NAD 83(1997)-  40 46 41.46839(N)    089 46 24.17715(W)     ADJUSTED  
 LC1466* NAVD 88     -       202.087  (meters)     663.01   (feet)  ADJUSTED  
 LC1466  ___________________________________________________________________
 LC1466  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 LC1466  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LC1466  DYNAMIC HT  -         201.996 (meters)     662.72  (feet)  COMP
 LC1466  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LC1466
 LC1466  HORZ ORDER  -  SECOND
 LC1466  VERT ORDER  -  SECOND    CLASS 0
 LC1466
 LC1466.The horizontal coordinates were established by classical geodetic methods
 LC1466.and adjusted by the National Geodetic Survey in October 1999..
 LC1466
 LC1466.The orthometric height was determined by differential leveling
 LC1466.and adjusted by the National Geodetic Survey in June 1991..
 LC1466
 LC1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1466
 LC1466.The geoid height was determined by GEOID03.
 LC1466
 LC1466.The dynamic height is computed by dividing the NAVD 88
 LC1466.geopotential number by the normal gravity value computed on the
 LC1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1466.degrees latitude (g = 980.6199 gals.).
 LC1466
 LC1466.The modeled gravity was interpolated from observed gravity values.
 LC1466
 LC1466;                    North         East     Units Scale Factor Converg.
 LC1466;SPC IL W     -   456,468.518   733,197.799   MT  0.99995474   +0 15 24.7
 LC1466;SPC IL W     - 1,497,597.13  2,405,499.78   sFT  0.99995474   +0 15 24.7
 LC1466;UTM  16      - 4,517,835.142   265,960.495   MT  1.00027424   -1 48 43.9
 LC1466
 LC1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1466!SPC IL W     -   0.99997348  x   0.99995474  =   0.99992822
 LC1466!UTM  16      -   0.99997348  x   1.00027424  =   1.00024771
 LC1466
 LC1466|---------------------------------------------------------------------|
 LC1466| PID    Reference Object                     Distance      Geod. Az  |
 LC1466|                                                           dddmmss.s |
 LC1466| LC1465 HANLON RM 1                          22.566 METERS 08911     |
 LC1466| LC1464 HANLON AZ MK                                       0944251.8 |
 LC1466| LC2046 HANLON 2                             94.464 METERS 18125     |
 LC1466| LC1467 HANLON RM 2                          78.556 METERS 18410     |
 LC1466|---------------------------------------------------------------------|
 LC1466
 LC1466                          SUPERSEDED SURVEY CONTROL
 LC1466
 LC1466  NAD 83(1997)-  40 46 41.47138(N)    089 46 24.17624(W) AD(       ) 2
 LC1466  NAD 83(1986)-  40 46 41.47582(N)    089 46 24.17818(W) AD(       ) 2
 LC1466  NAD 27      -  40 46 41.34400(N)    089 46 23.80610(W) AD(       ) 2
 LC1466  NGVD 29 (??/??/92)  202.168  (m)          663.28   (f) ADJ UNCH    2 0
 LC1466
 LC1466.Superseded values are not recommended for survey control.
 LC1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1466.See file dsdata.txt to determine how the superseded data were derived.
 LC1466
 LC1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6596017835(NAD 83)
 LC1466_MARKER: DS = TRIANGULATION STATION DISK
 LC1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1466_STAMPING: HANLON 1959
 LC1466_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1466+STABILITY: SURFACE MOTION
 LC1466
 LC1466  HISTORY     - Date     Condition        Report By
 LC1466  HISTORY     - 1959     MONUMENTED       CGS
 LC1466  HISTORY     - 1959     GOOD             CGS
 LC1466  HISTORY     - 1979     SEE DESCRIPTION  NGS
 LC1466  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1466
 LC1466                          STATION DESCRIPTION
 LC1466
 LC1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1466'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF KICKAPOO
 LC1466'AND 1 MILE SOUTH OF U.S. HIGHWAY 150.
 LC1466'
 LC1466'TO REACH THE STATION FROM WAGNERS MARKET IN KICKAPOO, GO
 LC1466'SOUTH ON SURFACED ROAD FOR 0.9 MILE TO A CROSSROADS, TURN
 LC1466'RIGHT ON GRAVELED ROAD AND GO 1.15 MILES TO A DRIVEWAY ON
 LC1466'RIGHT AND HANLON RESIDENCE, TURN RIGHT ON DRIVEWAY, PASS
 LC1466'THROUGH GATE INTO BARNYARD, BEAR RIGHT NORTHEASTERLY ABOUT
 LC1466'50 YARDS TO STATION AT NORTHWEST CORNER OF A SMALL PASTURE
 LC1466'NORTHEAST OF HOUSE.
 LC1466'
 LC1466'STATION MARK, A STANDARD TRIANGULATION STATION DISK STAMPED
 LC1466'HANLON 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC1466'IS FLUSH WITH THE GROUND.  THE MARK IS 124 FEET NORTHEAST
 LC1466'OF NORTHEAST CORNER OF HOUSE, 70.6 FEET SOUTHWEST OF A 30
 LC1466'INCH HICKORY TREE, 45 FEET NORTH-NORTHEAST OF A 12 INCH
 LC1466'HICKORY TREE AND 2.4 FEET SOUTH OF FENCE.
 LC1466'
 LC1466'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED HANLON
 LC1466'NO. 1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC1466'IS FLUSH WITH THE GROUND.  THE MARK IS 51 FEET SOUTH SOUTHEAST
 LC1466'OF A 30 INCH HICKORY TREE AND 0.6 FOOT SOUTH OF FENCE.
 LC1466'
 LC1466'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED HANLON NO.
 LC1466'2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC1466'2 INCHES.  THE MARK IS 33 FEET EAST OF FENCE CORNER, 29 FEET
 LC1466'NORTH OF APPROXIMATE CENTER OF A GRAVEL ROAD AND 1 FOOT
 LC1466'NORTH OF FENCE.
 LC1466'
 LC1466'AZIMUTH MARK, A STANDARD DISK STAMPED HANLON 1959, IS SET
 LC1466'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 LC1466'THE MARK IS 229 FEET NORTH OF APPROXIMATE CENTER OF A GRAVEL
 LC1466'ROAD, 20 FEET WEST OF CENTER OF A TRACK ROAD AND 1 FOOT
 LC1466'NORTH-NORTHEAST OF A WITNESS POST.
 LC1466'
 LC1466'TO REACH THE AZIMUTH MARK FROM DRIVEWAY LEADING TO HANLON
 LC1466'RESIDENCE JUST SOUTH OF STATION, GO EAST ON GRAVEL ROAD FOR
 LC1466'0.4 MILE TO A FIELD ROAD ON THE LEFT, TURN LEFT ON FIELD
 LC1466'ROAD FOR 0.05 MILE TO AZIMUTH MARK ON THE LEFT.
 LC1466
 LC1466                          STATION RECOVERY (1959)
 LC1466
 LC1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC1466'1.9 MI SW FROM KICKAPOO.
 LC1466'ABOUT 0.8 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE SOUTHWEST
 LC1466'CORNER OF THE CITY PARK AT KICKAPOO, THENCE 1.1 MILES WEST ALONG
 LC1466'A GRAVEL ROAD, NEAR A FARM HOUSE NORTH OF THE ROAD, 124 FEET
 LC1466'NORTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE, 2 1/2 FEET
 LC1466'SOUTH OF A FENCE, 24 1/2 FEET EAST OF THE EAST END OF A BOARD GATE,
 LC1466'196 FEET WEST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST
 LC1466'FLUSH WITH THE GROUND.
 LC1466
 LC1466                          STATION RECOVERY (1979)
 LC1466
 LC1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC1466'STATION MARK, RM 1, 2 AND THE 1959 AZIMUTH MARK FOUND IN GOOD
 LC1466'CONDITION, THE STATION MARK AND RM 1 WERE IN WAY OF FARMING
 LC1466'OPERATIONS.  RM 2 WAS USED FOR A RM FOR STATION HANLON 2.
 LC1466'
 LC1466'THE AZIMUTH MARK WAS NOT VISIBLE AT THIS TIME AS CROPS IN FIELD
 LC1466'OBSTRUCTED LINE OF SIGHT.  AFTER ESTABLISHING HANLON 2 AND A POLARIS
 LC1466'OBSERVATION TAKEN STATION HANLON 1959 SURFACE MARK WAS DESTROYED AS
 LC1466'WAS RM 1 AS PER REQUEST OF PROPERTY OWNER.  THE DISTANCE TO RM 1
 LC1466'CHECKED.  R.M 2 WAS SHORTER BY 0.08 FT.  THE ANGLE BETWEEN THE MARKS
 LC1466'CHECKED BY 1 MINUTE AND 6 SECONDS.
 LC1466'
 LC1466'THE ARROW ON RM 2 IS POINTED AT STATION HANLON 1959 AND USED FOR
 LC1466'A RM TO STATION HANLON 2.
 LC1466
 LC1466                          STATION RECOVERY (1998)
 LC1466
 LC1466'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2046 ***********************************************************************
 LC2046  DESIGNATION -  HANLON 2
 LC2046  PID         -  LC2046
 LC2046  STATE/COUNTY-  IL/PEORIA
 LC2046  USGS QUAD   -  OAK HILL (1997)
 LC2046
 LC2046                         *CURRENT SURVEY CONTROL
 LC2046  ___________________________________________________________________
 LC2046* NAD 83(1997)-  40 46 38.40700(N)    089 46 24.27725(W)     ADJUSTED  
 LC2046* NAVD 88     -       201.28   (+/-2cm)     660.4    (feet)  VERTCON   
 LC2046  ___________________________________________________________________
 LC2046  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 LC2046  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LC2046
 LC2046  HORZ ORDER  -  SECOND
 LC2046  VERT ORDER  -  THIRD ? (See Below)
 LC2046
 LC2046.The horizontal coordinates were established by classical geodetic methods
 LC2046.and adjusted by the National Geodetic Survey in October 1999..
 LC2046.No horizontal observational check was made to the station.
 LC2046
 LC2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC2046.The vertical order pertains to the NGVD 29 superseded value.
 LC2046
 LC2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2046
 LC2046.The geoid height was determined by GEOID03.
 LC2046
 LC2046;                    North         East     Units Scale Factor Converg.
 LC2046;SPC IL W     -   456,374.078   733,195.876   MT  0.99995473   +0 15 24.6
 LC2046;SPC IL W     - 1,497,287.29  2,405,493.47   sFT  0.99995473   +0 15 24.6
 LC2046;UTM  16      - 4,517,740.803   265,955.161   MT  1.00027427   -1 48 43.9
 LC2046
 LC2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2046!SPC IL W     -   0.99997361  x   0.99995473  =   0.99992834
 LC2046!UTM  16      -   0.99997361  x   1.00027427  =   1.00024787
 LC2046
 LC2046|---------------------------------------------------------------------|
 LC2046| PID    Reference Object                     Distance      Geod. Az  |
 LC2046|                                                           dddmmss.s |
 LC2046| LC1466 HANLON                               94.464 METERS 00125     |
 LC2046| CI7491 HANLON 2 RM 3                         4.448 METERS 09819     |
 LC2046| LC2047 HANLON 2 AZ MK                      298.178 METERS 27502     |
 LC2046| LC1467 HANLON RM 2                          16.436 METERS 34813     |
 LC2046|---------------------------------------------------------------------|
 LC2046
 LC2046                          SUPERSEDED SURVEY CONTROL
 LC2046
 LC2046  NAD 83(1997)-  40 46 38.40998(N)    089 46 24.27635(W) AD(       ) 2
 LC2046  NAD 83(1986)-  40 46 38.41442(N)    089 46 24.27829(W) AD(       ) 2
 LC2046  NAD 27      -  40 46 38.28257(N)    089 46 23.90617(W) AD(       ) 2
 LC2046  NGVD 29 (07/19/86)  201.36   (m)          660.6    (f) LEVELING    3  
 LC2046
 LC2046.Superseded values are not recommended for survey control.
 LC2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2046.See file dsdata.txt to determine how the superseded data were derived.
 LC2046
 LC2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6595517741(NAD 83)
 LC2046_MARKER: DS = TRIANGULATION STATION DISK
 LC2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC2046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC2046_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC2046+STABILITY: SURFACE MOTION
 LC2046
 LC2046  HISTORY     - Date     Condition        Report By
 LC2046  HISTORY     - 1979     MONUMENTED       NGS
 LC2046  HISTORY     - 19981214 GOOD             USPSQD
 LC2046
 LC2046                          STATION DESCRIPTION
 LC2046
 LC2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC2046'THE STATION IS LOCATED ABOUT 1.5 MILES SW OF KICKAPOO, 0.25 MILE S OF
 LC2046'INTERSTATE HIGHWAY 74 AND ON ROAD RIGHT OF WAY.
 LC2046'
 LC2046'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 74
 LC2046'AND EDWARDS KICKAPOO ROAD, WHICH IS ABOUT 1 MILE SOUTH OF KICKAPOO,
 LC2046'GO SOUTH ON EDWARDS KICKAPOO ROAD FOR 0.1 MILE TO SIDEROAD
 LC2046'RIGHT.  TURN RIGHT AND GO NW AND W ON KRAMM ROAD FOR 0.85 MILE TO A
 LC2046'FIELD ROAD ON RIGHT AND THE 1959 AZIMUTH MARK AS DESCRIBED.  CONTINUE
 LC2046'AHEAD FOR 0.35 MILE TO TO STATION ON LEFT, SOUTH SIDE OF KRAMM ROAD AS
 LC2046'DESCRIBED.  TO REACH HANLON 2 AZIMUTH MARK 1979 CONTINUE AHEAD ON
 LC2046'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LC2046'
 LC2046'THE STATION IS 237 FT E OF CENTERLINE OF DRIVEWAY TO HOUSE ON SOUTH
 LC2046'SIDE OF ROAD, 31.5 FT E OF POWER LINE POLE NO 40, 19 FT E OF CENTER
 LC2046'LINE OF FIELD ROAD ENTRANCE, 24 FT S OF CENTER LINE OF KRAMM ROAD,
 LC2046'3 FT N OF FENCE LINE AND 1 FT E OF A METAL WITNESS POST.  THE MARK IS
 LC2046'FLUSH AND THE DISK STAMPED HANLON 2 1979.
 LC2046'
 LC2046'REFERENCE MARK 2 IS 55 FT NNE OF POWER POLE NO 40, 29 FT N OF CENTER
 LC2046'LINE OF THE ROAD AND 1 FT E OF A METAL WITNESS POST.  THE MARK
 LC2046'PROJECTS 1 INCH AND THE DISK STAMPED HANLON NO2 1959.
 LC2046'
 LC2046'REFERENCE MARK 3 IS 46 FT E OF POWER LINE POLE NO 40, 25 FT S OF THE
 LC2046'CENTER LINE OF ROAD, 1.7 FT N OF FENCE AND 1 FT W OF A METAL
 LC2046'WITNESS POST.  THE MARK IS A 3 FT ALUMINUM MARKER AND STAMPED
 LC2046'HANLON 2 NO 3 1979.
 LC2046'
 LC2046'THE 1959 AZIMUTH MARK IS 229 FT N OF CENTER LINE OF KRAMM ROAD, 20
 LC2046'FT W OF CENTER LINE OF FIELD ROAD AND 1 FT NE OF A METAL WITNESS
 LC2046'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED HANLON 1959.
 LC2046'
 LC2046'HANLON 2 AZIMUTH MARK IS 15 FT N OF CENTERLINE OF KRAMM ROAD, 1.2
 LC2046'FT E OF A POWERLINE POLE AND 1 FT W OF A METAL WITNESS POST.  THE MARK
 LC2046'IS FLUSH AND THE DISK STAMPED, HANLON 2 NO 2 1979.
 LC2046'
 LC2046'THE DISK OF RM 2 ARROW IS POINTED TO STATION HANLON 1959.
 LC2046
 LC2046                          STATION RECOVERY (1998)
 LC2046
 LC2046'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1464 ***********************************************************************
 LC1464  DESIGNATION -  HANLON AZ MK
 LC1464  PID         -  LC1464
 LC1464  STATE/COUNTY-  IL/PEORIA
 LC1464  USGS QUAD   -  OAK HILL (1997)
 LC1464
 LC1464                         *CURRENT SURVEY CONTROL
 LC1464  ___________________________________________________________________
 LC1464* NAD 83(1986)-  40 46 39.     (N)    089 45 55.     (W)     SCALED    
 LC1464* NAVD 88     -       201.734  (meters)     661.86   (feet)  ADJUSTED  
 LC1464  ___________________________________________________________________
 LC1464  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LC1464  DYNAMIC HT  -         201.643 (meters)     661.56  (feet)  COMP
 LC1464  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 LC1464
 LC1464  VERT ORDER  -  SECOND    CLASS 0
 LC1464
 LC1464.The horizontal coordinates were scaled from a topographic map and have
 LC1464.an estimated accuracy of +/- 6 seconds.
 LC1464
 LC1464.The orthometric height was determined by differential leveling
 LC1464.and adjusted by the National Geodetic Survey in June 1991..
 LC1464
 LC1464.The geoid height was determined by GEOID03.
 LC1464
 LC1464.The dynamic height is computed by dividing the NAVD 88
 LC1464.geopotential number by the normal gravity value computed on the
 LC1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1464.degrees latitude (g = 980.6199 gals.).
 LC1464
 LC1464.The modeled gravity was interpolated from observed gravity values.
 LC1464
 LC1464;                    North         East    Units  Estimated Accuracy
 LC1464;SPC IL W     -   456,400.      733,880.      MT  (+/- 180 meters Scaled)
 LC1464
 LC1464                          SUPERSEDED SURVEY CONTROL
 LC1464
 LC1464  NGVD 29 (??/??/92)  201.814  (m)          662.12   (f) ADJ UNCH    2 0
 LC1464
 LC1464.Superseded values are not recommended for survey control.
 LC1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1464.See file dsdata.txt to determine how the superseded data were derived.
 LC1464
 LC1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL666177(NAD 83)
 LC1464_MARKER: DZ = AZIMUTH MARK DISK
 LC1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1464_STAMPING: HANLON 1959
 LC1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1464+STABILITY: SURFACE MOTION
 LC1464
 LC1464  HISTORY     - Date     Condition        Report By
 LC1464  HISTORY     - 1959     MONUMENTED       CGS
 LC1464  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1464
 LC1464                          STATION DESCRIPTION
 LC1464
 LC1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1464'1.5 MI SW FROM KICKAPOO.
 LC1464'ABOUT 0.8 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE SOUTHWEST
 LC1464'CORNER OF THE CITY PARK AT KICKAPOO, THENCE 0.7 MILES WEST ALONG
 LC1464'A GRAVEL ROAD, AT THE JUNCTION OF A FARM ROAD NORTH, 230 FEET
 LC1464'NORTH OF THE CENTER LINE OF THE ROAD, 19 1/2 FEET WEST OF THE
 LC1464'CENTER LINE OF A DIRT FARM ROAD, 1/2 FOOT EAST OF A HEDGE ROW,
 LC1464'200 1/2 FEET NORTH OF A FENCE CORNER, 1.3 FEET NORTH OF A METAL
 LC1464'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE FARM ROAD AND
 LC1464'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LC1464
 LC1464                          STATION RECOVERY (1998)
 LC1464
 LC1464'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1467 ***********************************************************************
 LC1467  DESIGNATION -  HANLON RM 2
 LC1467  PID         -  LC1467
 LC1467  STATE/COUNTY-  IL/PEORIA
 LC1467  USGS QUAD   -  OAK HILL (1997)
 LC1467
 LC1467                         *CURRENT SURVEY CONTROL
 LC1467  ___________________________________________________________________
 LC1467* NAD 83(1986)-  40 46 41.     (N)    089 46 23.     (W)     SCALED    
 LC1467* NAVD 88     -       201.726  (meters)     661.83   (feet)  ADJUSTED  
 LC1467  ___________________________________________________________________
 LC1467  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LC1467  DYNAMIC HT  -         201.634 (meters)     661.53  (feet)  COMP
 LC1467  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LC1467
 LC1467  VERT ORDER  -  SECOND    CLASS 0
 LC1467
 LC1467.The horizontal coordinates were scaled from a topographic map and have
 LC1467.an estimated accuracy of +/- 6 seconds.
 LC1467
 LC1467.The orthometric height was determined by differential leveling
 LC1467.and adjusted by the National Geodetic Survey in June 1991..
 LC1467
 LC1467.The geoid height was determined by GEOID03.
 LC1467
 LC1467.The dynamic height is computed by dividing the NAVD 88
 LC1467.geopotential number by the normal gravity value computed on the
 LC1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1467.degrees latitude (g = 980.6199 gals.).
 LC1467
 LC1467.The modeled gravity was interpolated from observed gravity values.
 LC1467
 LC1467;                    North         East    Units  Estimated Accuracy
 LC1467;SPC IL W     -   456,450.      733,230.      MT  (+/- 180 meters Scaled)
 LC1467
 LC1467                          SUPERSEDED SURVEY CONTROL
 LC1467
 LC1467  NGVD 29 (??/??/92)  201.806  (m)          662.09   (f) ADJ UNCH    2 0
 LC1467
 LC1467.Superseded values are not recommended for survey control.
 LC1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1467.See file dsdata.txt to determine how the superseded data were derived.
 LC1467
 LC1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL659178(NAD 83)
 LC1467_MARKER: DR = REFERENCE MARK DISK
 LC1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1467_STAMPING: HANLON NO 2 1959
 LC1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1467+STABILITY: SURFACE MOTION
 LC1467
 LC1467  HISTORY     - Date     Condition        Report By
 LC1467  HISTORY     - 1959     MONUMENTED       CGS
 LC1467  HISTORY     - 1980     GOOD             NGS
 LC1467  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1467
 LC1467                          STATION DESCRIPTION
 LC1467
 LC1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1467'1.9 MI SW FROM KICKAPOO.
 LC1467'ABOUT 0.8 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE CITY PARK
 LC1467'AT KICKAPOO, THENCE 1.1 MILES WEST ALONG A GRAVEL ROAD, NEAR A
 LC1467'FARM HOUSE NORTH OF THE ROAD, 144 1/2 FEET SOUTHEAST OF THE
 LC1467'SOUTHEAST CORNER OF THE FARM HOUSE, 29 1/2 FEET NORTH OF THE
 LC1467'CENTER LINE OF THE ROAD, 1/2 FOOT NORTH OF A FENCE, 33 FEET EAST
 LC1467'OF A FENCE CORNER, 258.6 FEET SOUTH OF TRIANGULATION STATION HANLON,
 LC1467'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LC1467'CONCRETE POST PROJECTING 3 INCHES.
 LC1467
 LC1467                          STATION RECOVERY (1980)
 LC1467
 LC1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 LC1467'1.2 MILES WEST AND NORT WEST ALONG KRAMM ROAD FROM ITS JUNCTION WITH
 LC1467'EDWARD KICKAPOO ROAD,WHICH IS 1 MILE SOUTH OF KICKAPOO AND 0.1 MILE
 LC1467'SOUTH OF I 74, 55 FEET NORTH-NORTHEAST OF POWER LINE POLE NO. 40, 29
 LC1467'FEET NORTH OF CENTER LINE OF KRAMM ROAD, 1 FEET EAST OF A METAL
 LC1467'WITNESS POST, ABOUT 2 FEET ABPVE THE LEVEL OF ROAD AND PROJECTING 1
 LC1467'INCH.
 LC1467
 LC1467                          STATION RECOVERY (1998)
 LC1467
 LC1467'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0103 ***********************************************************************
 MG0103  DESIGNATION -  HANNA 2 RESET
 MG0103  PID         -  MG0103
 MG0103  STATE/COUNTY-  IL/HENRY
 MG0103  USGS QUAD   -  GENESEO (1991)
 MG0103
 MG0103                         *CURRENT SURVEY CONTROL
 MG0103  ___________________________________________________________________
 MG0103* NAD 83(1997)-  41 26 30.15225(N)    090 13 51.59261(W)     ADJUSTED  
 MG0103* NAVD 88     -       220.97   (+/-2cm)     725.0    (feet)  VERTCON   
 MG0103  ___________________________________________________________________
 MG0103  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 MG0103  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MG0103
 MG0103  HORZ ORDER  -  SECOND
 MG0103  VERT ORDER  -  THIRD ? (See Below)
 MG0103
 MG0103.The horizontal coordinates were established by classical geodetic methods
 MG0103.and adjusted by the National Geodetic Survey in October 1999..
 MG0103
 MG0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0103.The vertical order pertains to the NGVD 29 superseded value.
 MG0103
 MG0103.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0103
 MG0103.The geoid height was determined by GEOID03.
 MG0103
 MG0103;                    North         East     Units Scale Factor Converg.
 MG0103;SPC IL W     -   530,080.031   694,624.087   MT  0.99994153   -0 02 33.3
 MG0103;SPC IL W     - 1,739,104.24  2,278,945.86   sFT  0.99994153   -0 02 33.3
 MG0103;UTM  15      - 4,591,494.032   731,327.016   MT  1.00025860   +1 50 00.6
 MG0103
 MG0103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0103!SPC IL W     -   0.99997050  x   0.99994153  =   0.99991203
 MG0103!UTM  15      -   0.99997050  x   1.00025860  =   1.00022909
 MG0103
 MG0103:                Primary Azimuth Mark                     Grid Az
 MG0103:SPC IL W     -  HANNA 2 AZ MK RESET                      025 44 59.0
 MG0103:UTM  15      -  HANNA 2 AZ MK RESET                      023 52 25.1
 MG0103
 MG0103|---------------------------------------------------------------------|
 MG0103| PID    Reference Object                     Distance      Geod. Az  |
 MG0103|                                                           dddmmss.s |
 MG0103| CL8663 HANNA 2 AZ MK RESET                                0254225.7 |
 MG0103| MG0107 HANNA 2 RM 4                         15.123 METERS 05201     |
 MG0103| MG0691 GENESEO MUNICIPAL TANK              APPROX. 6.6 KM 0762930.3 |
 MG0103| MG0108 HANNA 2 RM 5                         15.560 METERS 13118     |
 MG0103| MG0692 NATURAL GAS CO OF AM MICROWAVE      APPROX. 7.6 KM 1364632.4 |
 MG0103| MG0101 HANNA                                36.808 METERS 18032     |
 MG0103| MG0106 HANNA RM 1                           22.048 METERS 18033     |
 MG0103| MG0104 HANNA 2 RM 3                         13.594 METERS 28308     |
 MG0103| CL8662 HANNA AZ MK                                        3534618.4 |
 MG0103|---------------------------------------------------------------------|
 MG0103
 MG0103                          SUPERSEDED SURVEY CONTROL
 MG0103
 MG0103  NAD 83(1997)-  41 26 30.15224(N)    090 13 51.59260(W) AD(       ) 2
 MG0103  NAD 83(1986)-  41 26 30.15610(N)    090 13 51.60338(W) AD(       ) 2
 MG0103  NAD 27      -  41 26 30.02940(N)    090 13 51.16730(W) AD(       ) 2
 MG0103  NGVD 29 (07/19/86)  221.05   (m)          725.2    (f) LEVELING    3  
 MG0103
 MG0103.Superseded values are not recommended for survey control.
 MG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0103.See file dsdata.txt to determine how the superseded data were derived.
 MG0103
 MG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3132791494(NAD 83)
 MG0103_MARKER: DS = TRIANGULATION STATION DISK
 MG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0103_STAMPING: HANNA 2 1961 1965
 MG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0103+STABILITY: SURFACE MOTION
 MG0103
 MG0103  HISTORY     - Date     Condition        Report By
 MG0103  HISTORY     - 1961     MONUMENTED       CGS
 MG0103  HISTORY     - 1965     SEE DESCRIPTION  CGS
 MG0103  HISTORY     - 1965     GOOD             CGS
 MG0103  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0103  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0103  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 MG0103  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MG0103
 MG0103                          STATION DESCRIPTION
 MG0103
 MG0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 MG0103'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST OF GENESEO AND
 MG0103'ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 6.
 MG0103'
 MG0103'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 MG0103'SOUTH STATE STREET IN GENESEO, GO WESTERLY ON U.S. HIGHWAY 6
 MG0103'FOR 3.95 MILES TO CROSSROADS, TURN LEFT, GO SOUTH ON SURFACED
 MG0103'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MG0103'CONTINUE SOUTH FOR 0.1 MILE TO THE STATION ON THE LEFT OR EAST
 MG0103'SIDE OF ROAD.
 MG0103'
 MG0103'STATION MARK, A STANDARD STATION DISK SET IN TOP OF A 12-INCH
 MG0103'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND AND IS
 MG0103'STAMPED HANNA 2 1961.  THE MARK IS 52 FEET SOUTH OF A TELEPHONE
 MG0103'POLE, 22 FEET EAST OF THE CENTER OF ROAD, 2.4 FEET NORTHWEST OF
 MG0103'A WITNESS POST AND 1.5 FEET WEST OF A FENCE.
 MG0103'
 MG0103'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A
 MG0103'12-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5-INCHES AND
 MG0103'IS STAMPED HANNA NO 1 1959.  THE MARK IS 40 FEET NORTH OF A
 MG0103'TELEPHONE POLE, 21 FEET EAST OF THE CENTER OF ROAD, 20.1 FEET
 MG0103'SOUTH OF A WITNESS POST, 2 FEET WEST OF A FENCE AND 1.1 FEET
 MG0103'WEST OF A WITNESS POST.
 MG0103'
 MG0103'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN TOP OF A
 MG0103'12-INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MG0103'OF THE GROUND AND IS STAMPED HANNA 2 NO 3 1961.  THE MARK IS
 MG0103'62 FEET SOUTHWEST OF A TELEPHONE POLE, 45.9 FEET WEST OF A WITNESS
 MG0103'POST, 23 FEET WEST OF THE CENTER OF ROAD AND 1.5 FEET EAST OF
 MG0103'A FENCE.
 MG0103'
 MG0103'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 10-INCH
 MG0103'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4-INCHES AND IS STAMPED
 MG0103'HANNA 1959.  THE MARK IS 20 FEET WEST OF THE CENTER OF ROAD,
 MG0103'5.5 FEET EAST OF A FENCE AND 2.1 FEET EAST OF A WITNESS POST.
 MG0103'
 MG0103'BY REQUEST OF THE STATE HIGHWAY DEPARTMENT OF ILLINOIS, HANNA
 MG0103'1959 AND REFERENCE MARK NO. 2 WERE DESTROYED AFTER THE OBSERVATIONS
 MG0103'AND TRAVERSE CONNECTION WAS MADE.
 MG0103'
 MG0103'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MG0103
 MG0103                          STATION RECOVERY (1965)
 MG0103
 MG0103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 MG0103'THE STATION WAS RECOVERED AND STATION MARK WAS FOUND TO BE ABOUT
 MG0103'1.5 FEET BELOW THE SLOPE OF THE GRADE.  THERE ARE PLANS TO RAISE
 MG0103'THE GRADE ANOTHER FOOT OR TWO SO THE STATION MARK WAS BROUGHT
 MG0103'UP TO ABOUT GROUND LEVEL.  THE STATION IS 105 FEET NORTH OF NORTH
 MG0103'POST OF GUARD RAIL, 22 FEET EAST OF CENTERLINE OF SURFACED ROAD,
 MG0103'39.5 FEET WEST OF RIGHT OF WAY FENCE AND 37 FEET WEST OF A
 MG0103'POWERLINE POLE.  THE STATION MARK DISK IS STAMPED HANNA 2 1961
 MG0103'1965.
 MG0103'
 MG0103'R.M. NO 1 AND R.M. NO. 3 AND THEY HAVE EITHER BEEN DESTROYED
 MG0103'OR WERE BELOW ABOUT 4 FOOT OF FILL.  TWO REFERENCE MARKS WERE
 MG0103'SET TO REPLACE THE ONES THAT WERE NOT FOUND.
 MG0103'
 MG0103'R.M. NO. 4 IS 62 FEET EAST OF THE CENTERLINE OF THE SURFACED
 MG0103'ROAD, 34 FEET NORTH OF A POWERLINE POLE, 1 FOOT WEST OF THE
 MG0103'RIGHT OF WAY FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 MG0103'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 MG0103'HANNA 2 NO 4 1961 1965.
 MG0103'
 MG0103'R.M. NO. 5 IS 62 FEET EAST OF THE CENTERLINE OF THE SURFACED
 MG0103'ROAD, 30 FEET SOUTH OF A POWERLINE POLE, 1 FOOT WEST OF THE
 MG0103'RIGHT OF WAY FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 MG0103'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HANNA 2 NO 5
 MG0103'1961 1965.
 MG0103'
 MG0103'THE AZIMUTH MARK WAS IN THE WAY OF CONSTRUCTION SO A NEW MARK
 MG0103'WAS ESTABLISHED.  THE NEW AZIMUTH MARK IS 0.4 MILE NORTH AND
 MG0103'0.2 MILE EAST OF THE STATION, 0.05 MILE EAST OF A FARMHOUSE ON
 MG0103'SOUTH SIDE OF HIGHWAY, 39.5 FEET SOUTH OF THE CENTERLINE OF
 MG0103'U.S. HIGHWAY 6, 1.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 MG0103'NORTH OF RIGHT OF WAY FENCE.  THE MARK PROJECTS 3 INCHES AND
 MG0103'THE DISK IS STAMPED HANNA 2 1961 RESET 1965.
 MG0103'
 MG0103'TO REACH FROM GENESEO, FROM THE INTERSECTION AT THE SOUTHEAST
 MG0103'CORNER OF THE CITY PARK, GO WEST ON U.S. HIGHWAY 6 FOR 3.65
 MG0103'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST FOR 0.2
 MG0103'MILE TO CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.4 MILE TO STATION
 MG0103'ON LEFT, JUST BEFORE REACHING AN OVERPASS OVER INTERSTATE HIGHWAY
 MG0103'80.
 MG0103
 MG0103                          STATION RECOVERY (1965)
 MG0103
 MG0103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 MG0103'4.1 MI W FROM GENESEO.
 MG0103'ABOUT 3.65 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0103'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0103'0.45 MILE SOUTH, ABOUT 0.05 MILE NORTH OF AN OVERPASS, ON THE
 MG0103'EAST SHOULDER OF THE GRADE.  THE MARK IS 105 FEET NORTH OF THE
 MG0103'NORTH POST OF THE GUARD RAIL, 22 FEET EAST OF THE CENTERLINE
 MG0103'OF THE SURFACED ROAD, 39.5 FEET WEST OF THE RIGHT OF WAY FENCE
 MG0103'AND 37 FEET WEST OF A POWER LINE POLE.  THE CONCRETE POST WAS
 MG0103'RAISED TO GROUND LEVEL BUT IT IS POSSIBLE THAT THE MARK WILL BE
 MG0103'COVERED WITH A FILL AT A LATE DATE.
 MG0103
 MG0103                          STATION RECOVERY (1988)
 MG0103
 MG0103'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0103'MARK NOT FOUND.
 MG0103
 MG0103                          STATION RECOVERY (1996)
 MG0103
 MG0103'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0103'MARK NOT FOUND.
 MG0103
 MG0103                          STATION RECOVERY (2001)
 MG0103
 MG0103'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0103'MARK NOT FOUND
 MG0103
 MG0103                          STATION RECOVERY (2004)
 MG0103
 MG0103'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0103'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0107 ***********************************************************************
 MG0107  DESIGNATION -  HANNA 2 RM 4
 MG0107  PID         -  MG0107
 MG0107  STATE/COUNTY-  IL/HENRY
 MG0107  USGS QUAD   -  GENESEO (1991)
 MG0107
 MG0107                         *CURRENT SURVEY CONTROL
 MG0107  ___________________________________________________________________
 MG0107* NAD 83(1986)-  41 26 30.     (N)    090 13 51.     (W)     SCALED    
 MG0107* NAVD 88     -       220.07   (+/-2cm)     722.0    (feet)  VERTCON   
 MG0107  ___________________________________________________________________
 MG0107  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MG0107
 MG0107  VERT ORDER  -  THIRD (See Below)
 MG0107
 MG0107.The horizontal coordinates were scaled from a topographic map and have
 MG0107.an estimated accuracy of +/- 6 seconds.
 MG0107
 MG0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0107.The vertical order pertains to the NGVD 29 superseded value.
 MG0107
 MG0107.The geoid height was determined by GEOID03.
 MG0107
 MG0107;                    North         East    Units  Estimated Accuracy
 MG0107;SPC IL W     -   530,080.      694,640.      MT  (+/- 180 meters Scaled)
 MG0107
 MG0107                          SUPERSEDED SURVEY CONTROL
 MG0107
 MG0107  NGVD 29 (??/??/??)  220.15   (m)          722.3    (f) RESET       3  
 MG0107
 MG0107.Superseded values are not recommended for survey control.
 MG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0107.See file dsdata.txt to determine how the superseded data were derived.
 MG0107
 MG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF313914(NAD 83)
 MG0107_MARKER: DR = REFERENCE MARK DISK
 MG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0107_STAMPING: HANNA 2 NO 4 1961 1965
 MG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0107+STABILITY: SURFACE MOTION
 MG0107
 MG0107  HISTORY     - Date     Condition        Report By
 MG0107  HISTORY     - 1965     MONUMENTED       CGS
 MG0107  HISTORY     - 19960717 GOOD             USPSQD
 MG0107  HISTORY     - 20011006 GOOD             USPSQD
 MG0107  HISTORY     - 20040609 GOOD             USPSQD
 MG0107
 MG0107                          STATION DESCRIPTION
 MG0107
 MG0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MG0107'4.1 MI W FROM GENESEO.
 MG0107'ABOUT 3.65 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0107'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE
 MG0107'0.45 MILE SOUTH, ABOUT 0.05 MILE NORTH OF AN OVERPASS OVER
 MG0107'INTERSTATE HIGHWAY 80, 49.62 FEET NORTHEAST OF TRIANGULATION
 MG0107'STATION HANNA 2, 62 FEET EAST OF THE CENTERLINE OF THE SURFACED
 MG0107'ROAD, 34 FEET NORTH OF A POWERLINE POLE, 1 FOOT WEST OF A RIGHT
 MG0107'OF WAY FENCE AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE
 MG0107'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HANNA 2 NO 4
 MG0107'1961 1965.
 MG0107
 MG0107                          STATION RECOVERY (1996)
 MG0107
 MG0107'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0107'RECOVERED IN GOOD CONDITION.
 MG0107
 MG0107                          STATION RECOVERY (2001)
 MG0107
 MG0107'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0107'RECOVERED AS DESCRIBED
 MG0107
 MG0107                          STATION RECOVERY (2004)
 MG0107
 MG0107'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0108 ***********************************************************************
 MG0108  DESIGNATION -  HANNA 2 RM 5
 MG0108  PID         -  MG0108
 MG0108  STATE/COUNTY-  IL/HENRY
 MG0108  USGS QUAD   -  GENESEO (1991)
 MG0108
 MG0108                         *CURRENT SURVEY CONTROL
 MG0108  ___________________________________________________________________
 MG0108* NAD 83(1986)-  41 26 30.     (N)    090 13 51.     (W)     SCALED    
 MG0108* NAVD 88     -       220.04   (+/-2cm)     721.9    (feet)  VERTCON   
 MG0108  ___________________________________________________________________
 MG0108  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MG0108
 MG0108  VERT ORDER  -  THIRD (See Below)
 MG0108
 MG0108.The horizontal coordinates were scaled from a topographic map and have
 MG0108.an estimated accuracy of +/- 6 seconds.
 MG0108
 MG0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 MG0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MG0108.The vertical order pertains to the NGVD 29 superseded value.
 MG0108
 MG0108.The geoid height was determined by GEOID03.
 MG0108
 MG0108;                    North         East    Units  Estimated Accuracy
 MG0108;SPC IL W     -   530,080.      694,640.      MT  (+/- 180 meters Scaled)
 MG0108
 MG0108                          SUPERSEDED SURVEY CONTROL
 MG0108
 MG0108  NGVD 29 (??/??/??)  220.12   (m)          722.2    (f) RESET       3  
 MG0108
 MG0108.Superseded values are not recommended for survey control.
 MG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0108.See file dsdata.txt to determine how the superseded data were derived.
 MG0108
 MG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF313914(NAD 83)
 MG0108_MARKER: DR = REFERENCE MARK DISK
 MG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0108_STAMPING: HANNA 2 NO 5 1961 1965
 MG0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0108+STABILITY: SURFACE MOTION
 MG0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0108+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 MG0108
 MG0108  HISTORY     - Date     Condition        Report By
 MG0108  HISTORY     - 1965     MONUMENTED       CGS
 MG0108  HISTORY     - 19960717 GOOD             USPSQD
 MG0108  HISTORY     - 20011006 GOOD             USPSQD
 MG0108  HISTORY     - 20040609 GOOD             USPSQD
 MG0108
 MG0108                          STATION DESCRIPTION
 MG0108
 MG0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MG0108'4.1 MI W FROM GENESEO.
 MG0108'ABOUT 3.65 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MG0108'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF TOWN, THENCE 0.45
 MG0108'MILE SOUTH, ABOUT 0.05 MILE NORTH OF THE OVERPASS OVER
 MG0108'INTERSTATE HIGHWAY 80, 51.05 FEET SOUTHEAST OF TRIANGULATION
 MG0108'STATION HANNA 2, 62 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MG0108'30 FEET SOUTH OF A POWERLINE POLE, 1 FOOT WEST OF THE RIGHT OF
 MG0108'WAY FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MARK
 MG0108'PROJECTS 3 INCHES AND THE DISK IS STAMPED HANNA 2 NO 5 1961 1965.
 MG0108
 MG0108                          STATION RECOVERY (1996)
 MG0108
 MG0108'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0108'RECOVERED IN GOOD CONDITION.
 MG0108
 MG0108                          STATION RECOVERY (2001)
 MG0108
 MG0108'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0108'RECOVERED AS DESCRIBED
 MG0108
 MG0108                          STATION RECOVERY (2004)
 MG0108
 MG0108'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0106 ***********************************************************************
 MG0106  DESIGNATION -  HANNA RM 1
 MG0106  PID         -  MG0106
 MG0106  STATE/COUNTY-  IL/HENRY
 MG0106  USGS QUAD   -  GENESEO (1991)
 MG0106
 MG0106                         *CURRENT SURVEY CONTROL
 MG0106  ___________________________________________________________________
 MG0106* NAD 83(1986)-  41 26 28.     (N)    090 13 51.     (W)     SCALED    
 MG0106* NAVD 88     -       220.696  (meters)     724.07   (feet)  ADJUSTED  
 MG0106  ___________________________________________________________________
 MG0106  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MG0106  DYNAMIC HT  -         220.608 (meters)     723.78  (feet)  COMP
 MG0106  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MG0106
 MG0106  VERT ORDER  -  SECOND    CLASS 0
 MG0106
 MG0106.The horizontal coordinates were scaled from a topographic map and have
 MG0106.an estimated accuracy of +/- 6 seconds.
 MG0106
 MG0106.The orthometric height was determined by differential leveling
 MG0106.and adjusted by the National Geodetic Survey in June 1991..
 MG0106
 MG0106.The geoid height was determined by GEOID03.
 MG0106
 MG0106.The dynamic height is computed by dividing the NAVD 88
 MG0106.geopotential number by the normal gravity value computed on the
 MG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0106.degrees latitude (g = 980.6199 gals.).
 MG0106
 MG0106.The modeled gravity was interpolated from observed gravity values.
 MG0106
 MG0106;                    North         East    Units  Estimated Accuracy
 MG0106;SPC IL W     -   530,010.      694,640.      MT  (+/- 180 meters Scaled)
 MG0106
 MG0106                          SUPERSEDED SURVEY CONTROL
 MG0106
 MG0106  NGVD 29 (??/??/92)  220.78   (m)          724.3    (f) COMPUTED    2 0
 MG0106
 MG0106.Superseded values are not recommended for survey control.
 MG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0106.See file dsdata.txt to determine how the superseded data were derived.
 MG0106
 MG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF313914(NAD 83)
 MG0106_MARKER: DR = REFERENCE MARK DISK
 MG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0106_STAMPING: HANNA NO 1 1959
 MG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0106+STABILITY: SURFACE MOTION
 MG0106
 MG0106  HISTORY     - Date     Condition        Report By
 MG0106  HISTORY     - 1959     MONUMENTED       CGS
 MG0106  HISTORY     - 1965     MARK NOT FOUND   NGS
 MG0106  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0106  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 MG0106  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MG0106
 MG0106                          STATION DESCRIPTION
 MG0106
 MG0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0106'4.1 MI W FROM GENESEO.
 MG0106'ABOUT 3.65 MILES WEST ALONG STATE HIGHWAY 6 FROM ITS JUNCTION
 MG0106'WITH STATE HIGHWAY 82 IN THE WESTERN PART OF GENESEO, THENCE 0.45
 MG0106'MILES SOUTH ALONG A BLACKTOP ROAD, 280 FEET SOUTH AND ACROSS THE
 MG0106'ROAD FROM THE SOUTH END OF AN BOARD GATE, 40 FEET NORTH OF A
 MG0106'POWER POLE, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 MG0106'WEST OF FENCE LINE, 48.5 FEET NORTH OF TRIANGULATION STATION
 MG0106'HANNA, 49.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 MG0106'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 MG0106'PROJECTING 5 INCHES.
 MG0106
 MG0106                          STATION RECOVERY (1965)
 MG0106
 MG0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MG0106'MARK NOT FOUND.
 MG0106
 MG0106                          STATION RECOVERY (1996)
 MG0106
 MG0106'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0106'MARK NOT FOUND.
 MG0106
 MG0106                          STATION RECOVERY (2001)
 MG0106
 MG0106'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0106'MARK NOT FOUND
 MG0106
 MG0106                          STATION RECOVERY (2004)
 MG0106
 MG0106'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0293 ***********************************************************************
 MG0293  DESIGNATION -  HANNON
 MG0293  PID         -  MG0293
 MG0293  STATE/COUNTY-  IL/HENRY
 MG0293  USGS QUAD   -  ATKINSON (1991)
 MG0293
 MG0293                         *CURRENT SURVEY CONTROL
 MG0293  ___________________________________________________________________
 MG0293* NAD 83(1997)-  41 25 18.76244(N)    090 06 19.55497(W)     ADJUSTED  
 MG0293* NAVD 88     -       207.563  (meters)     680.98   (feet)  ADJUSTED  
 MG0293  ___________________________________________________________________
 MG0293  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MG0293  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0293  DYNAMIC HT  -         207.481 (meters)     680.71  (feet)  COMP
 MG0293  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 MG0293
 MG0293  HORZ ORDER  -  SECOND
 MG0293  VERT ORDER  -  SECOND    CLASS 0
 MG0293
 MG0293.The horizontal coordinates were established by classical geodetic methods
 MG0293.and adjusted by the National Geodetic Survey in October 1999..
 MG0293
 MG0293.The orthometric height was determined by differential leveling
 MG0293.and adjusted by the National Geodetic Survey in June 1991..
 MG0293
 MG0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0293
 MG0293.The geoid height was determined by GEOID03.
 MG0293
 MG0293.The dynamic height is computed by dividing the NAVD 88
 MG0293.geopotential number by the normal gravity value computed on the
 MG0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0293.degrees latitude (g = 980.6199 gals.).
 MG0293
 MG0293.The modeled gravity was interpolated from observed gravity values.
 MG0293
 MG0293;                    North         East     Units Scale Factor Converg.
 MG0293;SPC IL W     -   527,877.553   705,118.704   MT  0.99994150   +0 02 25.8
 MG0293;SPC IL W     - 1,731,878.27  2,313,376.95   sFT  0.99994150   +0 02 25.8
 MG0293;UTM  15      - 4,589,635.601   741,891.776   MT  1.00032014   +1 54 57.5
 MG0293
 MG0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0293!SPC IL W     -   0.99997261  x   0.99994150  =   0.99991411
 MG0293!UTM  15      -   0.99997261  x   1.00032014  =   1.00029274
 MG0293
 MG0293|---------------------------------------------------------------------|
 MG0293| PID    Reference Object                     Distance      Geod. Az  |
 MG0293|                                                           dddmmss.s |
 MG0293| MG0294 HANNON RM 1                          16.477 METERS 00038     |
 MG0293| MG0297 LANE                                APPROX. 3.2 KM 1020002.0 |
 MG0293| MG0292 HANNON RM 2                          20.043 METERS 18456     |
 MG0293|---------------------------------------------------------------------|
 MG0293
 MG0293                          SUPERSEDED SURVEY CONTROL
 MG0293
 MG0293  NAD 83(1997)-  41 25 18.76238(N)    090 06 19.55510(W) AD(       ) 2
 MG0293  NAD 83(1986)-  41 25 18.76762(N)    090 06 19.56636(W) AD(       ) 2
 MG0293  NAD 27      -  41 25 18.63850(N)    090 06 19.15100(W) AD(       ) 2
 MG0293  NGVD 29 (??/??/92)  207.640  (m)          681.23   (f) ADJ UNCH    2 0
 MG0293
 MG0293.Superseded values are not recommended for survey control.
 MG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0293.See file dsdata.txt to determine how the superseded data were derived.
 MG0293
 MG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4189289636(NAD 83)
 MG0293_MARKER: DS = TRIANGULATION STATION DISK
 MG0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0293_STAMPING: HANNON 1958
 MG0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0293+STABILITY: SURFACE MOTION
 MG0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0293+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0293
 MG0293  HISTORY     - Date     Condition        Report By
 MG0293  HISTORY     - 1958     MONUMENTED       CGS
 MG0293  HISTORY     - 1959     GOOD             NGS
 MG0293  HISTORY     - 19960809 GOOD             USPSQD
 MG0293  HISTORY     - 20010919 GOOD             USPSQD
 MG0293  HISTORY     - 20040303 GOOD             USPSQD
 MG0293
 MG0293                          STATION DESCRIPTION
 MG0293
 MG0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0293'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ATKINSON, 3-1/2
 MG0293'MILES SOUTHEAST OF GENESEO AND 0.15 MILE SOUTH OF U.S. HIGHWAY
 MG0293'6.
 MG0293'
 MG0293'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 MG0293'AND STATE HIGHWAY 82 AT THE SOUTHEAST EDGE OF GENESEO, GO
 MG0293'EAST ON U.S. HIGHWAY 6 FOR 2.8 MILES TO A CROSSROAD, TURN
 MG0293'RIGHT, SOUTH, ON GRAVEL ROAD FOR 0.15 MILE TO A DRIVEWAY
 MG0293'LEADING RIGHT TO A FARM HOUSE, A GATE ON THE LEFT AND THE
 MG0293'STATION ON THE LEFT AT THE TOP OF A CUT BANK.
 MG0293'
 MG0293'STATION MARK, A STANDARD DISK STAMPED HANNON 1958, IS SET
 MG0293'IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MG0293'THE MARK IS 57 FEET NORTHEAST OF THE INTERSECTION OF THE
 MG0293'BLACKTOP ROAD AND THE DRIVEWAY LEADING WEST, 44 FEET NORTH
 MG0293'OF A WOODEN GATE, 29 FEET EAST OF THE APPROXIMATE CENTER OF THE
 MG0293'BLACKTOP ROAD AND 7.6 FEET NORTH OF A WITNESS POST.
 MG0293'
 MG0293'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED HANNON NO.
 MG0293'1 1958, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0293'3 INCHES.  THE MARK IS 28 FEET EAST OF THE APPROXIMATE CENTER
 MG0293'OF THE BLACKTOP ROAD, 1 FOOT WEST OF A FENCE AND IS ABOUT
 MG0293'8 FEET HIGHER THAN THE ROAD.
 MG0293'
 MG0293'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED HANNON NO.
 MG0293'2 1958, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH IS
 MG0293'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 26 FEET
 MG0293'EAST OF THE APPROXIMATE CENTER OF THE BLACKTOP ROAD, 23 FEET
 MG0293'SOUTH OF A WOODEN GATE, 1.6 FEET WEST OF A FENCE AND IS
 MG0293'ABOUT 8 FEET HIGHER THAN THE ROAD.
 MG0293'
 MG0293'NOTE--TRIANGULATION STATION LANE MAY BE USED AS AN AZIMUTH.
 MG0293
 MG0293                          STATION RECOVERY (1959)
 MG0293
 MG0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MG0293'2.8 MI E FROM GENESEO.
 MG0293'ABOUT 2.65 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MG0293'STATE HIGHWAY 82 IN THE SOUTHERN PART OF GENESEO, THENCE 0.2
 MG0293'MILES SOUTH ALONG BLACKTOP ROAD, AT THE JUNCTION OF DRIVEWAY
 MG0293'WEST TO A FARM HOUSE, 47 FEET NORTH OF THE EXTENDED CENTER LINE
 MG0293'OF THE DRIVEWAY WEST, 34 FEET NORTH OF THE NORTH END OF A BOARD
 MG0293'GATE, 1.0 FEET WEST OF A FENCE LINE, 29.9 FEET EAST OF THE
 MG0293'CENTER LINE OF THE ROAD, 7.9 FEET NORTH OF A METAL WITNESS POST,
 MG0293'ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 MG0293'A CONCRETE POST PROJECTING 3 INCHES.
 MG0293
 MG0293                          STATION RECOVERY (1996)
 MG0293
 MG0293'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0293'RECOVERED IN GOOD CONDITION.
 MG0293
 MG0293                          STATION RECOVERY (2001)
 MG0293
 MG0293'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0293'RECOVERED IN GOOD CONDITION.
 MG0293
 MG0293                          STATION RECOVERY (2004)
 MG0293
 MG0293'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0294 ***********************************************************************
 MG0294  DESIGNATION -  HANNON RM 1
 MG0294  PID         -  MG0294
 MG0294  STATE/COUNTY-  IL/HENRY
 MG0294  USGS QUAD   -  ATKINSON (1991)
 MG0294
 MG0294                         *CURRENT SURVEY CONTROL
 MG0294  ___________________________________________________________________
 MG0294* NAD 83(1986)-  41 25 18.     (N)    090 06 19.     (W)     SCALED    
 MG0294* NAVD 88     -       207.653  (meters)     681.27   (feet)  ADJUSTED  
 MG0294  ___________________________________________________________________
 MG0294  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0294  DYNAMIC HT  -         207.571 (meters)     681.01  (feet)  COMP
 MG0294  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 MG0294
 MG0294  VERT ORDER  -  SECOND    CLASS 0
 MG0294
 MG0294.The horizontal coordinates were scaled from a topographic map and have
 MG0294.an estimated accuracy of +/- 6 seconds.
 MG0294
 MG0294.The orthometric height was determined by differential leveling
 MG0294.and adjusted by the National Geodetic Survey in June 1991..
 MG0294
 MG0294.The geoid height was determined by GEOID03.
 MG0294
 MG0294.The dynamic height is computed by dividing the NAVD 88
 MG0294.geopotential number by the normal gravity value computed on the
 MG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0294.degrees latitude (g = 980.6199 gals.).
 MG0294
 MG0294.The modeled gravity was interpolated from observed gravity values.
 MG0294
 MG0294;                    North         East    Units  Estimated Accuracy
 MG0294;SPC IL W     -   527,850.      705,130.      MT  (+/- 180 meters Scaled)
 MG0294
 MG0294                          SUPERSEDED SURVEY CONTROL
 MG0294
 MG0294  NGVD 29 (??/??/92)  207.730  (m)          681.53   (f) ADJ UNCH    2 0
 MG0294
 MG0294.Superseded values are not recommended for survey control.
 MG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0294.See file dsdata.txt to determine how the superseded data were derived.
 MG0294
 MG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF419896(NAD 83)
 MG0294_MARKER: DR = REFERENCE MARK DISK
 MG0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0294_STAMPING: HANNON NO 1 1958
 MG0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0294+STABILITY: SURFACE MOTION
 MG0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0294+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0294
 MG0294  HISTORY     - Date     Condition        Report By
 MG0294  HISTORY     - 1958     MONUMENTED       CGS
 MG0294  HISTORY     - 1959     GOOD             NGS
 MG0294  HISTORY     - 19960809 GOOD             USPSQD
 MG0294  HISTORY     - 20010919 GOOD             USPSQD
 MG0294  HISTORY     - 20040303 GOOD             USPSQD
 MG0294
 MG0294                          STATION DESCRIPTION
 MG0294
 MG0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0294'2.8 MI E FROM GENESEO.
 MG0294'ABOUT 2.65 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MG0294'STATE HIGHWAY 82 IN THE SOUTHERN PART OF GENESEO, THENCE 0.2
 MG0294'MILES SOUTH ALONG BLACKTOP ROAD, AT THE JUNCTION OF DRIVEWAY
 MG0294'WEST TO A FARM HOUSE, 100.3 FEET NORTH OF THE EXTENDED CENTER
 MG0294'LINE OF THE DRIVEWAY WEST, 87.4 FEET NORTH OF THE NORTH END OF A
 MG0294'BOARD GATE, 1 FOOT WEST OF THE FENCE LINE, 30 FEET EAST OF THE
 MG0294'CENTER LINE OF THE ROAD.  54.1 FEET NORTH OF TRIANGULATION STATION
 MG0294'HANNON, 61.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 7 FEET
 MG0294'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST
 MG0294'PROJECTING 1 INCH.
 MG0294
 MG0294                          STATION RECOVERY (1996)
 MG0294
 MG0294'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0294'RECOVERED IN GOOD CONDITION.
 MG0294
 MG0294                          STATION RECOVERY (2001)
 MG0294
 MG0294'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0294'RECOVERED IN GOOD CONDITION.
 MG0294
 MG0294                          STATION RECOVERY (2004)
 MG0294
 MG0294'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0292 ***********************************************************************
 MG0292  DESIGNATION -  HANNON RM 2
 MG0292  PID         -  MG0292
 MG0292  STATE/COUNTY-  IL/HENRY
 MG0292  USGS QUAD   -  ATKINSON (1991)
 MG0292
 MG0292                         *CURRENT SURVEY CONTROL
 MG0292  ___________________________________________________________________
 MG0292* NAD 83(1986)-  41 25 18.     (N)    090 06 19.     (W)     SCALED    
 MG0292* NAVD 88     -       206.626  (meters)     677.91   (feet)  ADJUSTED  
 MG0292  ___________________________________________________________________
 MG0292  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0292  DYNAMIC HT  -         206.544 (meters)     677.64  (feet)  COMP
 MG0292  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 MG0292
 MG0292  VERT ORDER  -  SECOND    CLASS 0
 MG0292
 MG0292.The horizontal coordinates were scaled from a topographic map and have
 MG0292.an estimated accuracy of +/- 6 seconds.
 MG0292
 MG0292.The orthometric height was determined by differential leveling
 MG0292.and adjusted by the National Geodetic Survey in June 1991..
 MG0292
 MG0292.The geoid height was determined by GEOID03.
 MG0292
 MG0292.The dynamic height is computed by dividing the NAVD 88
 MG0292.geopotential number by the normal gravity value computed on the
 MG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0292.degrees latitude (g = 980.6199 gals.).
 MG0292
 MG0292.The modeled gravity was interpolated from observed gravity values.
 MG0292
 MG0292;                    North         East    Units  Estimated Accuracy
 MG0292;SPC IL W     -   527,850.      705,130.      MT  (+/- 180 meters Scaled)
 MG0292
 MG0292                          SUPERSEDED SURVEY CONTROL
 MG0292
 MG0292  NGVD 29 (??/??/92)  206.703  (m)          678.16   (f) ADJ UNCH    2 0
 MG0292
 MG0292.Superseded values are not recommended for survey control.
 MG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0292.See file dsdata.txt to determine how the superseded data were derived.
 MG0292
 MG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF419896(NAD 83)
 MG0292_MARKER: DR = REFERENCE MARK DISK
 MG0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0292_STAMPING: HANNON NO 2 1958
 MG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0292+STABILITY: SURFACE MOTION
 MG0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0292+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0292
 MG0292  HISTORY     - Date     Condition        Report By
 MG0292  HISTORY     - 1958     MONUMENTED       CGS
 MG0292  HISTORY     - 1959     GOOD             NGS
 MG0292  HISTORY     - 19960809 GOOD             USPSQD
 MG0292  HISTORY     - 20010919 GOOD             USPSQD
 MG0292
 MG0292                          STATION DESCRIPTION
 MG0292
 MG0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0292'2.8 MI E FROM GENESEO.
 MG0292'ABOUT 2.65 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MG0292'STATE HIGHWAY 82 IN THE SOUTHERN PART OF GENESEO, THENCE 0.2
 MG0292'MILES SOUTH ALONG BLACKTOP ROAD, AT THE JUNCTION OF DRIVEWAY
 MG0292'WEST TO A FARM HOUSE, 20.3 FEET SOUTH OF THE EXTENDED CENTER LINE
 MG0292'OF THE DRIVEWAY WEST, 13.3 FEET SOUTH OF THE SOUTH END OF A
 MG0292'BOARD GATE, 1.7 FEET WEST OF FENCE LINE, 65.7 FEET SOUTH OF
 MG0292'TRIANGULATION STATION HANNON, 26.2 FEET EAST OF THE CENTER LINE
 MG0292'OF THE ROAD, 58.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5
 MG0292'FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 MG0292'POST PROJECTING 1 INCH.
 MG0292
 MG0292                          STATION RECOVERY (1996)
 MG0292
 MG0292'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0292'RECOVERED IN GOOD CONDITION.
 MG0292
 MG0292                          STATION RECOVERY (2001)
 MG0292
 MG0292'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0884 ***********************************************************************
 NJ0884  DESIGNATION -  HANOVER
 NJ0884  PID         -  NJ0884
 NJ0884  STATE/COUNTY-  IL/JO DAVIESS
 NJ0884  USGS QUAD   -  HANOVER (1975)
 NJ0884
 NJ0884                         *CURRENT SURVEY CONTROL
 NJ0884  ___________________________________________________________________
 NJ0884* NAD 83(1997)-  42 17 39.09434(N)    090 20 36.67794(W)     ADJUSTED  
 NJ0884* NAVD 88     -       304.3    (meters)     998.     (feet)  GPS OBS   
 NJ0884  ___________________________________________________________________
 NJ0884  X           -     -28,330.593 (meters)                     COMP
 NJ0884  Y           -  -4,725,186.792 (meters)                     COMP
 NJ0884  Z           -   4,270,014.546 (meters)                     COMP
 NJ0884  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 NJ0884  ELLIP HEIGHT-         271.36  (meters)          (12/06/04) GPS OBS
 NJ0884  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 NJ0884
 NJ0884  HORZ ORDER  -  FIRST
 NJ0884  ELLP ORDER  -  FOURTH    CLASS I
 NJ0884
 NJ0884.The horizontal coordinates were established by GPS observations
 NJ0884.and adjusted by the National Geodetic Survey in September 1998..
 NJ0884
 NJ0884.The orthometric height was determined by GPS observations and a
 NJ0884.high-resolution geoid model.
 NJ0884
 NJ0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0884
 NJ0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0884
 NJ0884.The ellipsoidal height was determined by GPS observations
 NJ0884.and is referenced to NAD 83.
 NJ0884
 NJ0884.The geoid height was determined by GEOID03.
 NJ0884
 NJ0884;                    North         East     Units Scale Factor Converg.
 NJ0884;SPC IL W     -   624,773.615   685,415.971   MT  0.99994379   -0 07 08.4
 NJ0884;SPC IL W     - 2,049,778.10  2,248,735.56   sFT  0.99994379   -0 07 08.4
 NJ0884;SPC IA N     - 1,093,074.736 1,760,239.403   MT  0.99996649   +2 08 21.4
 NJ0884;SPC IA S     -   259,512.757   760,285.514   MT  1.00013079   +2 04 45.0
 NJ0884;UTM  15      - 4,685,858.597   718,994.484   MT  1.00019012   +1 47 18.1
 NJ0884
 NJ0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0884!SPC IL W     -   0.99995744  x   0.99994379  =   0.99990124
 NJ0884!SPC IA N     -   0.99995744  x   0.99996649  =   0.99992393
 NJ0884!SPC IA S     -   0.99995744  x   1.00013079  =   1.00008823
 NJ0884!UTM  15      -   0.99995744  x   1.00019012  =   1.00014755
 NJ0884
 NJ0884:                Primary Azimuth Mark                     Grid Az
 NJ0884:SPC IL W     -  HANOVER RM 1                             006 32 25.4
 NJ0884:SPC IA N     -  HANOVER RM 1                             004 16 55.6
 NJ0884:SPC IA S     -  HANOVER RM 1                             004 20 32.0
 NJ0884:UTM  15      -  HANOVER RM 1                             004 37 58.9
 NJ0884
 NJ0884|---------------------------------------------------------------------|
 NJ0884| PID    Reference Object                     Distance      Geod. Az  |
 NJ0884|                                                           dddmmss.s |
 NJ0884| CI9713 HANOVER RM 1                                       0062517.0 |
 NJ0884| CI9714 HANOVER RM 2                         41.850 METERS 09641     |
 NJ0884|---------------------------------------------------------------------|
 NJ0884
 NJ0884                          SUPERSEDED SURVEY CONTROL
 NJ0884
 NJ0884  ELLIP H (09/15/98)  271.43   (m)                       GP(       ) 3 1
 NJ0884  NAD 83(1997)-  42 17 39.09963(N)    090 20 36.67980(W) AD(       ) 1
 NJ0884  NAD 83(1986)-  42 17 39.09968(N)    090 20 36.68054(W) AD(       ) 1
 NJ0884  NAD 27      -  42 17 39.04800(N)    090 20 36.21400(W) AD(       ) 1
 NJ0884
 NJ0884.Superseded values are not recommended for survey control.
 NJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0884.See file dsdata.txt to determine how the superseded data were derived.
 NJ0884
 NJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1899485859(NAD 83)
 NJ0884_MARKER: DS = TRIANGULATION STATION DISK
 NJ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0884_PROJECTION: FLUSH
 NJ0884_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0884+STABILITY: SURFACE MOTION
 NJ0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0884+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 NJ0884
 NJ0884  HISTORY     - Date     Condition        Report By
 NJ0884  HISTORY     - 1931     MONUMENTED       CGS
 NJ0884  HISTORY     - 1963     GOOD             ILHD
 NJ0884  HISTORY     - 1965     GOOD             CGS
 NJ0884  HISTORY     - 19960815 GOOD             SECI
 NJ0884  HISTORY     - 19970103 MARK NOT FOUND   USPSQD
 NJ0884  HISTORY     - 20011002 GOOD             CMT
 NJ0884
 NJ0884                          STATION DESCRIPTION
 NJ0884
 NJ0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0884'THREE AND ONE-HALF MILES NORTHWEST OF HANOVER AT POINT WHERE
 NJ0884'RIDGE ROUTE TO GALENA AND BLANDING DIVIDES, ON LAND BELONGING
 NJ0884'TO MRS. E. ARMSTRONG, WHO LIVES AT STATION SITE.
 NJ0884'
 NJ0884'TO REACH FROM HANOVER, GO OUT OF TOWN ON PAVED HIGHWAY ACROSS
 NJ0884'APPLE RIVER BRIDGE, TAKE DISTANCES FROM BRIDGE, CONTINUE AHEAD
 NJ0884'TO 0.2 MILE AND TAKE DIRT ROAD TO GALENA WHICH TURNS LEFT AT
 NJ0884'THIS POINT, CONTINUE ON MAIN-TRAVELED ROAD AND TOP OF RIDGE
 NJ0884'4.5 MILES TO FORKS IN ROAD AND STATION SITE.
 NJ0884'
 NJ0884'STATION IS IN OATFIELD BACK OF HOUSE, 7.27 METERS NORTH OF
 NJ0884'FENCE, 11.87 METERS NORTHEAST OF GATE LEADING TO FIELD, 11.47
 NJ0884'METERS EAST OF THE PROLONGATION OF THE CENTERLINE OF LANE LEADING
 NJ0884'FROM HOUSE TO FIELD, 42 METERS WEST OF FENCE ALONG ROAD ON EAST
 NJ0884'SIDE OF PLACE.  MARK IS 8 INCHES BELOW SURFACE.
 NJ0884'
 NJ0884'REFERENCE MARK NO. 1 IS 1/4 MILE NORTH OF THE STATION, 1 FOOT
 NJ0884'EAST OF FENCE ON TOP OF HILL, 30 FEET EAST OF CENTER OF ROAD,
 NJ0884'50 YARDS NORTH OF 12-INCH OAK TREE WHICH IS AT THE POINT WHERE
 NJ0884'ROAD CURVES.  MARK IS 4 INCHES ABOVE SURFACE.
 NJ0884'
 NJ0884'REFERENCE MARK NO. 2 IS EAST OF THE STATION IN THE SOUTHEAST
 NJ0884'CORNER OF THE FIELD, 1 FOOT NORTH OF GATE IN THAT CORNER, 1 FOOT
 NJ0884'WEST OF FENCE, ON TOP OF BANK ON WEST SIDE OF ROAD, AND 9 METERS
 NJ0884'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.
 NJ0884'
 NJ0884'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 NJ0884
 NJ0884                          STATION RECOVERY (1963)
 NJ0884
 NJ0884'RECOVERY NOTE BY IL HIGHWAY DEPT 1963 (HB)
 NJ0884'STATION, R.M. 1 AND R.M. 2 HAVE BEEN RECOVERED IN GOOD CONDITION.
 NJ0884
 NJ0884                          STATION RECOVERY (1965)
 NJ0884
 NJ0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NJ0884'THE STATION, R.M. NO. 1 AND R.M. NO. 2 WERE RECOVERED AND FOUND
 NJ0884'IN GOOD CONDITION.  R.M. NO. 1 (AZI. MK.) WAS FOUND TO BE SLIGHTLY
 NJ0884'EXPOSED ON ONE SIDE BUT WAS IN NO DANGER OF BEING DESTROYED.
 NJ0884'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THIS MARK.
 NJ0884'
 NJ0884'A WIRE AND METAL CORN CRIB WITH CONCRETE BASE HAS BEEN ERECTED
 NJ0884'JUST SOUTHWEST OF THE STATION MARK.  THREE CHISELED CROSSES
 NJ0884'WERE FOUND ON THE CONCRETE BASE OF THE CRIB AND THE STATION
 NJ0884'IS 7.17 FEET NORTH OF ONE CROSS, 4.39 FEET NORTHEAST OF ONE
 NJ0884'CROSS AND 7.91 FEET EAST OF ANOTHER CROSS.
 NJ0884'
 NJ0884'TO REACH FROM HANOVER, FROM THE NORTH END OF THE BRIDGE OVER
 NJ0884'APPLE CREEK, GO NORTHERLY ON STATE HIGHWAY 84 FOR 0.15 MILE
 NJ0884'TO FORK AND FOLLOW GRAVEL ROAD FOR 4.1 MILES TO FORKS AND
 NJ0884'STATION IN SOUTH EDGE OF FIELD TO NORTH OF FARMHOUSE.
 NJ0884
 NJ0884                          STATION RECOVERY (1996)
 NJ0884
 NJ0884'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0884'RECOVERED AS DESCRIBED EXCEPT THAT THE STATION IS NOW IN WITKOWSKY
 NJ0884'STATE WILDLIFE AREA A NEW DESCRIPTIPN AS FOLLOWS.  TO REACH FROM THE
 NJ0884'JUNCTION OF U.S.  ROUTE 52 AND ILLINOIS ROUTE 84, PROCEED NORTH ON
 NJ0884'ILLINOIS ROUTE 84 FOR APPROXIMENTLY 14.3 MI (23.0 KM) TO THE JUNCTION
 NJ0884'OF ILLINOIS ROUTE 84 AND SOUTH BLACKJACK ROAD, TURN LEFT (WEST) ON
 NJ0884'SOUTH BLACKJACK ROAD AND PROCEED FOR APPROXIMENTLY 2.9 MI (4.7 KM) TO
 NJ0884'THE JUNCTION OF SOUTH BLACKJACK ROAD AND WEST BEATY HOLLOW ROAD, TURN
 NJ0884'RIGHT (WEST) ON WEST BEATY HOLLOW ROAD AND PROCEED FOR APPROXIMENTLY
 NJ0884'400 FT (121.9 M) TO THE STATION ON THE RIGHT (NORTH) SIDE OF WEST
 NJ0884'BEATY HOLLOW ROAD.  THE STATION IS 2 FT (0.6 M) BELOW THE GROUND. THE
 NJ0884'STATION IS LOCATED 194 FT (59.1 M) NORTH OF THE CENTERLINE OF WEST
 NJ0884'BEATY HOLLOW ROAD, 16 FT (4.9 M) NORTH OF THE NORTH EDGE OF A
 NJ0884'AGGREGATE PARKING LOT, 20.9 FT (6.4 M) NORTHEAST OF THE LAST POST OF A
 NJ0884'GUARDRAIL THAT RUNS SOUTH, 19 FT (5.8 M) NORTHEAST OF THE LAST POST OF
 NJ0884'A GUARDRAIL THAT RUNS EAST, 22.1 FT (6.7 M) NORTHEAST OF A WILDLIFT
 NJ0884'BULLETIN BOARD, 17.8 FT (5.4 M) NORTHWEST OF A NO CAMPING SIGN, 36 FT
 NJ0884'(11.0 M) NOTRHWEST OF THE LAST POST OF A GUARDRAIL THAT RUNS WEST, AND
 NJ0884'2.2 FT (0.7 M) EAST OF A FIBERGLASS WITNESS POST.
 NJ0884
 NJ0884                          STATION RECOVERY (1997)
 NJ0884
 NJ0884'RECOVERY NOTE BY US POWER SQUADRON 1997
 NJ0884'MARK NOT FOUND.
 NJ0884
 NJ0884                          STATION RECOVERY (2001)
 NJ0884
 NJ0884'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 NJ0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1076 ***********************************************************************
 NH1076  DESIGNATION -  HANOVER 2
 NH1076  PID         -  NH1076
 NH1076  STATE/COUNTY-  IL/COOK
 NH1076  USGS QUAD   -  STREAMWOOD (1993)
 NH1076
 NH1076                         *CURRENT SURVEY CONTROL
 NH1076  ___________________________________________________________________
 NH1076* NAD 83(1997)-  42 03 48.18736(N)    088 11 36.98131(W)     ADJUSTED  
 NH1076* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 NH1076  ___________________________________________________________________
 NH1076  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 NH1076  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NH1076
 NH1076  HORZ ORDER  -  THIRD
 NH1076
 NH1076.The horizontal coordinates were established by classical geodetic methods
 NH1076.and adjusted by the National Geodetic Survey in October 1999..
 NH1076.No horizontal observational check was made to the station.
 NH1076
 NH1076.The orthometric height was scaled from a topographic map.
 NH1076
 NH1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1076
 NH1076.The geoid height was determined by GEOID03.
 NH1076
 NH1076;                    North         East     Units Scale Factor Converg.
 NH1076;SPC IL E     -   599,152.342   311,564.739   MT  0.99997665   +0 05 37.0
 NH1076;SPC IL E     - 1,965,718.98  1,022,191.98   sFT  0.99997665   +0 05 37.0
 NH1076;UTM  16      - 4,657,503.063   401,245.814   MT  0.99972000   -0 47 59.0
 NH1076
 NH1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1076!SPC IL E     -   0.99996339  x   0.99997665  =   0.99994005
 NH1076!UTM  16      -   0.99996339  x   0.99972000  =   0.99968340
 NH1076
 NH1076|---------------------------------------------------------------------|
 NH1076| PID    Reference Object                     Distance      Geod. Az  |
 NH1076|                                                           dddmmss.s |
 NH1076| CI9721 HANOVER 2 RM 3                        8.619 METERS 00342     |
 NH1076| CI9717 HANOVER RM 2                         32.711 METERS 12314     |
 NH1076| NH1075 HANOVER                              21.249 METERS 17725     |
 NH1076| CI9715 HANOVER AZ MK                                      1772510.5 |
 NH1076|---------------------------------------------------------------------|
 NH1076
 NH1076                          SUPERSEDED SURVEY CONTROL
 NH1076
 NH1076  NAD 83(1997)-  42 03 48.18670(N)    088 11 36.98212(W) AD(       ) 3
 NH1076  NAD 83(1986)-  42 03 48.18976(N)    088 11 36.99254(W) AD(       ) 3
 NH1076  NAD 27      -  42 03 48.09221(N)    088 11 36.71570(W) AD(       ) 3
 NH1076
 NH1076.Superseded values are not recommended for survey control.
 NH1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1076.See file dsdata.txt to determine how the superseded data were derived.
 NH1076
 NH1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0124657503(NAD 83)
 NH1076_MARKER: DS = TRIANGULATION STATION DISK
 NH1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1076
 NH1076  HISTORY     - Date     Condition        Report By
 NH1076  HISTORY     - 1954     MONUMENTED       CGS
 NH1076  HISTORY     - 1987     GOOD             USPSQD
 NH1076
 NH1076                          STATION DESCRIPTION
 NH1076
 NH1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFS)
 NH1076'ABOUT 5 MILES NORTHEAST OF ELGIN, 5 MILES SOUTHEAST OF DUNDEE
 NH1076'AND ON ROAD RIGHT-OF-WAY.  IT IS 126 FEET SOUTH OF TELEPHONE
 NH1076'POLE NO. 131, 88 FEET NORTH OF TELEPHONE POLE NO. 130, 70
 NH1076'FEET NORTH OF THE CENTERLINE OF A GRADED AND GRAVELED DRIVEWAY
 NH1076'WEST, 41 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 59 AND
 NH1076'1.5 FEET NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 NH1076'4 INCHES AND THE DISK IS STAMPED HANOVER 2 1967.
 NH1076'
 NH1076'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 58
 NH1076'AND 59 ABOUT 4 MILES EAST OF ELGIN, GO NORTH ON HIGHWAY
 NH1076'59 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 NH1076'NORTH ON THE HIGHWAY FOR 0.25 MILE TO THE STATION ON THE
 NH1076'LEFT JUST BEFORE REACHING THE INTERCHANGE OF INTERSTATE
 NH1076'HIGHWAY 90.
 NH1076'
 NH1076'REFERENCE MARK 2 IS 55 FEET NORTH OF A POWER POLE, 49 FEET
 NH1076'EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF
 NH1076'THE CENTERLINE OF A FIELD ROAD EAST AND 1 FOOT SOUTH OF A
 NH1076'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NH1076'STAMPED HANOVER NO 2 1954.
 NH1076'
 NH1076'REFERENCE MARK 3 IS 98 FEET SOUTH OF TELEPHONE POLE NO. 131,
 NH1076'98 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 40 FEET
 NH1076'WEST OF THE CENTERLINE OF THE HIGHWAY AND 30 FEET NORTH OF A METAL
 NH1076'WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 NH1076'STAMPED HANOVER 2 NO 3 1967.
 NH1076'
 NH1076'THE AZIMUTH MARK IS 97 FEET SOUTH OF A CONCRETE BOX CULVERT,
 NH1076'38 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33 FEET NORTHWEST
 NH1076'OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A METAL WITNESS
 NH1076'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HANOVER
 NH1076'1954.
 NH1076'
 NH1076'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1076
 NH1076                          STATION RECOVERY (1987)
 NH1076
 NH1076'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1952 ***********************************************************************
 JB1952  DESIGNATION -  HANOVER CATHOLIC CHURCH SPIRE
 JB1952  PID         -  JB1952
 JB1952  STATE/COUNTY-  IL/CLINTON
 JB1952  USGS QUAD   -  BREESE (1981)
 JB1952
 JB1952                         *CURRENT SURVEY CONTROL
 JB1952  ___________________________________________________________________
 JB1952* NAD 83(1997)-  38 33 13.18236(N)    089 32 16.40280(W)     ADJUSTED  
 JB1952* NAVD 88     -                                                        
 JB1952  ___________________________________________________________________
 JB1952  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JB1952  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB1952
 JB1952  HORZ ORDER  -  THIRD
 JB1952
 JB1952.The horizontal coordinates were established by classical geodetic methods
 JB1952.and adjusted by the National Geodetic Survey in October 1999..
 JB1952
 JB1952
 JB1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1952
 JB1952.The geoid height was determined by GEOID03.
 JB1952
 JB1952;                    North         East     Units Scale Factor Converg.
 JB1952;SPC IL W     -   209,611.075   754,806.263   MT  0.99997815   +0 23 30.8
 JB1952;SPC IL W     -   687,699.00  2,476,393.55   sFT  0.99997815   +0 23 30.8
 JB1952;UTM  16      - 4,270,301.557   278,849.402   MT  1.00020232   -1 34 56.5
 JB1952
 JB1952                          SUPERSEDED SURVEY CONTROL
 JB1952
 JB1952  NAD 83(1986)-  38 33 13.19812(N)    089 32 16.39800(W) AD(       ) 4
 JB1952  NAD 27      -  38 33 13.02900(N)    089 32 16.08200(W) AD(       ) 3
 JB1952
 JB1952.Superseded values are not recommended for survey control.
 JB1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1952.See file dsdata.txt to determine how the superseded data were derived.
 JB1952
 JB1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7884970302(NAD 83)
 JB1952_MARKER: 90 = CHURCH SPIRE
 JB1952
 JB1952  HISTORY     - Date     Condition        Report By
 JB1952  HISTORY     - 1880     FIRST OBSERVED   CGS
 JB1952
 JB1952                          STATION DESCRIPTION
 JB1952
 JB1952'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1663 ***********************************************************************
 DI1663  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1663  DESIGNATION -  HANOVER PARK COOP CORS ARP
 DI1663  CORS_ID     -  DP5A
 DI1663  PID         -  DI1663
 DI1663  STATE/COUNTY-  IL/COOK
 DI1663  USGS QUAD   -  WEST CHICAGO (1993)
 DI1663
 DI1663                         *CURRENT SURVEY CONTROL
 DI1663  ___________________________________________________________________
 DI1663* NAD 83(CORS)-  41 59 22.42686(N)    088 09 25.95864(W)     ADJUSTED  
 DI1663* NAVD 88     -                                                        
 DI1663  ___________________________________________________________________
 DI1663  EPOCH DATE  -        2002.00
 DI1663  X           -     152,680.433 (meters)                     COMP
 DI1663  Y           -  -4,745,484.462 (meters)                     COMP
 DI1663  Z           -   4,244,891.125 (meters)                     COMP
 DI1663  ELLIP HEIGHT-         222.52  (meters)          (09/??/06) GPS OBS
 DI1663  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DI1663
 DI1663  HORZ ORDER  -  SPECIAL (CORS)
 DI1663  ELLP ORDER  -  SPECIAL (CORS)
 DI1663
 DI1663.ITRF positions are available for this station.
 DI1663.The coordinates were established by GPS observations
 DI1663.and adjusted by the National Geodetic Survey in September 2006..
 DI1663.The coordinates are valid at the epoch date displayed above.
 DI1663.The epoch date for horizontal control is a decimal equivalence
 DI1663.of Year/Month/Day.
 DI1663
 DI1663
 DI1663.The PID for the CORS L1 Phase Center is DI1664.
 DI1663
 DI1663.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1663
 DI1663.The ellipsoidal height was determined by GPS observations
 DI1663.and is referenced to NAD 83.
 DI1663
 DI1663.The geoid height was determined by GEOID03.
 DI1663
 DI1663;                    North         East     Units Scale Factor Converg.
 DI1663;SPC IL E     -   590,958.375   314,593.913   MT  0.99997762   +0 07 04.2
 DI1663;SPC IL E     - 1,938,835.94  1,032,130.20   sFT  0.99997762   +0 07 04.2
 DI1663
 DI1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1663!SPC IL E     -   0.99996510  x   0.99997762  =   0.99994272
 DI1663
 DI1663                          SUPERSEDED SURVEY CONTROL
 DI1663
 DI1663.No superseded survey control is available for this station.
 DI1663
 DI1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0414649265(NAD 83)
 DI1663_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1663
 DI1663                          STATION DESCRIPTION
 DI1663
 DI1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1663'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DI1663'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DI1663'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DI1663'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DI1663'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1664 ***********************************************************************
 DI1664  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1664  DESIGNATION -  HANOVER PARK COOP CORS L1 PHASE CENTER
 DI1664  CORS_ID     -  DP5A
 DI1664  PID         -  DI1664
 DI1664  STATE/COUNTY-  IL/COOK
 DI1664  USGS QUAD   -  WEST CHICAGO (1993)
 DI1664
 DI1664                         *CURRENT SURVEY CONTROL
 DI1664  ___________________________________________________________________
 DI1664* NAD 83(CORS)-  41 59 22.42694(N)    088 09 25.95858(W)     ADJUSTED  
 DI1664* NAVD 88     -                                                        
 DI1664  ___________________________________________________________________
 DI1664  EPOCH DATE  -        2002.00
 DI1664  X           -     152,680.437 (meters)                     COMP
 DI1664  Y           -  -4,745,484.534 (meters)                     COMP
 DI1664  Z           -   4,244,891.194 (meters)                     COMP
 DI1664  ELLIP HEIGHT-         222.62  (meters)          (09/??/06) GPS OBS
 DI1664  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 DI1664
 DI1664  HORZ ORDER  -  SPECIAL (CORS)
 DI1664  ELLP ORDER  -  SPECIAL (CORS)
 DI1664
 DI1664.ITRF positions are available for this station.
 DI1664.The coordinates were established by GPS observations
 DI1664.and adjusted by the National Geodetic Survey in September 2006..
 DI1664.The coordinates are valid at the epoch date displayed above.
 DI1664.The epoch date for horizontal control is a decimal equivalence
 DI1664.of Year/Month/Day.
 DI1664
 DI1664
 DI1664.The PID for the CORS ARP is DI1663.
 DI1664
 DI1664.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1664
 DI1664.The ellipsoidal height was determined by GPS observations
 DI1664.and is referenced to NAD 83.
 DI1664
 DI1664.The geoid height was determined by GEOID03.
 DI1664
 DI1664;                    North         East     Units Scale Factor Converg.
 DI1664;SPC IL E     -   590,958.377   314,593.915   MT  0.99997762   +0 07 04.2
 DI1664;SPC IL E     - 1,938,835.94  1,032,130.20   sFT  0.99997762   +0 07 04.2
 DI1664
 DI1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1664!SPC IL E     -   0.99996509  x   0.99997762  =   0.99994271
 DI1664
 DI1664                          SUPERSEDED SURVEY CONTROL
 DI1664
 DI1664.No superseded survey control is available for this station.
 DI1664
 DI1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0414649265(NAD 83)
 DI1664_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1664
 DI1664                          STATION DESCRIPTION
 DI1664
 DI1664'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1664'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DI1664'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DI1664'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DI1664'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DI1664'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0936 ***********************************************************************
 MF0936  DESIGNATION -  HANSEN
 MF0936  PID         -  MF0936
 MF0936  STATE/COUNTY-  IL/BUREAU
 MF0936  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0936
 MF0936                         *CURRENT SURVEY CONTROL
 MF0936  ___________________________________________________________________
 MF0936* NAD 83(1997)-  41 24 36.48481(N)    089 25 12.70935(W)     ADJUSTED  
 MF0936* NAVD 88     -       226.344  (meters)     742.60   (feet)  ADJUSTED  
 MF0936  ___________________________________________________________________
 MF0936  X           -      48,478.830 (meters)                     COMP
 MF0936  Y           -  -4,790,485.261 (meters)                     COMP
 MF0936  Z           -   4,196,819.813 (meters)                     COMP
 MF0936  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 MF0936  ELLIP HEIGHT-         193.26  (meters)          (12/06/04) GPS OBS
 MF0936  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF0936  DYNAMIC HT  -         226.251 (meters)     742.29  (feet)  COMP
 MF0936  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 MF0936
 MF0936  HORZ ORDER  -  FIRST
 MF0936  VERT ORDER  -  SECOND    CLASS 0
 MF0936  ELLP ORDER  -  FOURTH    CLASS I
 MF0936
 MF0936.The horizontal coordinates were established by GPS observations
 MF0936.and adjusted by the National Geodetic Survey in September 1998..
 MF0936
 MF0936.The orthometric height was determined by differential leveling
 MF0936.and adjusted by the National Geodetic Survey in June 1991..
 MF0936
 MF0936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0936
 MF0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0936
 MF0936.The ellipsoidal height was determined by GPS observations
 MF0936.and is referenced to NAD 83.
 MF0936
 MF0936.The geoid height was determined by GEOID03.
 MF0936
 MF0936.The dynamic height is computed by dividing the NAVD 88
 MF0936.geopotential number by the normal gravity value computed on the
 MF0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0936.degrees latitude (g = 980.6199 gals.).
 MF0936
 MF0936.The modeled gravity was interpolated from observed gravity values.
 MF0936
 MF0936;                    North         East     Units Scale Factor Converg.
 MF0936;SPC IL W     -   526,840.450   762,409.992   MT  0.99998909   +0 29 37.6
 MF0936;SPC IL W     - 1,728,475.71  2,501,340.12   sFT  0.99998909   +0 29 37.6
 MF0936;UTM  16      - 4,587,114.288   297,717.025   MT  1.00010359   -1 36 04.9
 MF0936
 MF0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0936!SPC IL W     -   0.99996969  x   0.99998909  =   0.99995878
 MF0936!UTM  16      -   0.99996969  x   1.00010359  =   1.00007327
 MF0936
 MF0936|---------------------------------------------------------------------|
 MF0936| PID    Reference Object                     Distance      Geod. Az  |
 MF0936|                                                           dddmmss.s |
 MF0936| MF0938 HANSEN RM 2                          22.579 METERS 01559     |
 MF0936| MF1648 CHERRY MUNICIPAL TANK               APPROX.17.4 KM 0831811.5 |
 MF0936| MF1650 LADD MUNICIPAL TANK                 APPROX.17.2 KM 1000627.7 |
 MF0936| MF1659 DE PUE MINERAL PT ZINC CO TANK      APPROX.16.8 KM 1322725.7 |
 MF0936| MF1664 PRINCETON FIRST PRESB CH SPIRE      APPROX. 5.8 KM 2153924.7 |
 MF0936| MF1665 PRINCETON MUNICIPAL TANK            APPROX. 5.3 KM 2234636.6 |
 MF0936| MF1667 PRINCETON STANDPIPE                 APPROX. 5.3 KM 2235213.2 |
 MF0936| MF1666 PRINCETON MUNICIPAL UTIL STACK      APPROX. 5.3 KM 2241155.1 |
 MF0936| MF1663 PRINCETON ILL VAL ELEC RAD MST      APPROX. 7.1 KM 2323452.7 |
 MF0936| MF1672 WYANET MUNICIPAL TANK               APPROX.14.6 KM 2501911.7 |
 MF0936| CI7492 HANSEN RM 1                         156.760 METERS 25402     |
 MF0936| MF0937 HANSEN RM 3                          26.190 METERS 28124     |
 MF0936|---------------------------------------------------------------------|
 MF0936
 MF0936                          SUPERSEDED SURVEY CONTROL
 MF0936
 MF0936  ELLIP H (09/15/98)  193.29   (m)                       GP(       ) 3 1
 MF0936  NAD 83(1986)-  41 24 36.49253(N)    089 25 12.71492(W) AD(       ) 1
 MF0936  NAD 27      -  41 24 36.36700(N)    089 25 12.39000(W) AD(       ) 1
 MF0936  NAVD 88 (09/15/98)  226.34   (m)          742.6    (f) LEVELING    3  
 MF0936  NGVD 29 (??/??/92)  226.419  (m)          742.84   (f) ADJ UNCH    2 0
 MF0936
 MF0936.Superseded values are not recommended for survey control.
 MF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0936.See file dsdata.txt to determine how the superseded data were derived.
 MF0936
 MF0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9771787114(NAD 83)
 MF0936_MARKER: DS = TRIANGULATION STATION DISK
 MF0936_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MF0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0936_STAMPING: HANSEN NO 1 1930
 MF0936_PROJECTION: FLUSH
 MF0936_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0936+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1996
 MF0936
 MF0936  HISTORY     - Date     Condition        Report By
 MF0936  HISTORY     - 1930     MONUMENTED       CGS
 MF0936  HISTORY     - 1954     GOOD             CGS
 MF0936  HISTORY     - 1958     GOOD             CGS
 MF0936  HISTORY     - 1959     GOOD             CGS
 MF0936  HISTORY     - 1959     GOOD             NGS
 MF0936  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF0936  HISTORY     - 19960820 GOOD             SECI
 MF0936  HISTORY     - 20010425 MARK NOT FOUND   USPSQD
 MF0936  HISTORY     - 20051005 MARK NOT FOUND   USPSQD
 MF0936
 MF0936                          STATION DESCRIPTION
 MF0936
 MF0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF0936'STATION IS ABOUT 3-3/10 MILES NE OF PRINCETON, 2 MILES SW
 MF0936'OF DOVER, 200 METERS E OF U.S. HIGHWAY 32 (STATE HIGHWAY 18),
 MF0936'IN THE SE 1/4 OF SEC. 35, T 17 N, R 9 E, ON LAND OWNED BY
 MF0936'W.F. HANSEN.  THE STATION IS IN THE SE CORNER OF YARD LOT
 MF0936'ABOUT 125 FEET SE OF THE HOUSE.  THE MARK IS 1 FOOT BELOW THE
 MF0936'SURFACE.
 MF0936'
 MF0936'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF0936'DISKS SET IN CONCRETE.
 MF0936'
 MF0936'REFERENCE MARK NO. 1 IS AT A FENCE CORNER ABOUT 400 FEET W AND
 MF0936'250 FEET S OF THE HOUSE.  IT IS ABOUT 200 FEET S OF THE DRIVEWAY
 MF0936'LEADING FROM THE HIGHWAY TO THE HOUSE.  REFERENCE MARK NO.
 MF0936'2 IS ABOUT 150 FEET SE OF THE HOUSE ON THE E SIDE OF THE
 MF0936'DRIVEWAY AND 20 FEET S OF THE GATE LEADING INTO THE BARNYARD.
 MF0936'
 MF0936'TO REACH FROM PRINCETON FOLLOW U.S. HIGHWAY 32, 3-3/10 MILES
 MF0936'TO MR. HANSENS HOUSE WHICH IS 1/4 MILE E OF THE ROAD.
 MF0936'
 MF0936'NOTE--RICK CAN BE USED AS AN AZIMUTH MARK IF 15-FOOT STANDS
 MF0936'ARE ERECTED AT EITHER END OF THE LINE.
 MF0936'
 MF0936'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF0936
 MF0936                          STATION RECOVERY (1954)
 MF0936
 MF0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0936'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 MF0936'THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED.  NO CHECK WAS
 MF0936'MADE ON THE MEASURED DISTANCE TO REFERENCE MARK NO. 1.  NO
 MF0936'CHECK WAS MADE OF THE DIRECTIONS TO THE REFERENCE MARKS BUT
 MF0936'THE ANGLE BETWEEN THE TWO MARKS DID NOT CHECK.  REFERENCE MARK
 MF0936'NO. 3 WAS ESTABLISHED.  IT IS 30 FEET SOUTHWEST OF A 36 INCH
 MF0936'ELM TREE, 12 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 1
 MF0936'FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MF0936'STAMPED HANSEN NO 3 1930.  THE OLD DESCRIPTION
 MF0936'IS ADEQUATE EXCEPT THAT THE STATION IS NOW ON THE PROPERTY
 MF0936'OF MAUD HADGMAN AND THE HIGHWAY LEADING FROM PRINCETON IS
 MF0936'NOW U.S. HIGHWAY 34
 MF0936'
 MF0936'DISTANCES AND DIRECTIONS TO THE MARKS AND OBJECTS VISIBLE FROM
 MF0936'THE GROUND.
 MF0936'
 MF0936'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF0936
 MF0936                          STATION RECOVERY (1958)
 MF0936
 MF0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HBW)
 MF0936'STATION AND REFERENCE MARKS NOS. 1, 2, AND 3 WERE FOUND
 MF0936'UNDISTURBED.
 MF0936
 MF0936                          STATION RECOVERY (1959)
 MF0936
 MF0936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF0936'STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2,
 MF0936'REFERENCE MARK NUMBER 3 WERE ALL RECOVERED AS DESCRIBED AND
 MF0936'FOUND IN GOOD CONDITION.
 MF0936'
 MF0936'A NEW TO REACH IS AS FOLLOWS--TO REACH FROM THE POST OFFICE IN
 MF0936'PRINCETON, GO NORTH ON U.S. HIGHWAY 34 FOR 0.9 MILE TO THE
 MF0936'JUNCTION OF U.S. HIGHWAY 34 AND STATE HIGHWAY 26, TURN RIGHT
 MF0936'ON U.S. HIGHWAY 34 AND GO 1.6 MILES TO A RAILROAD OVERPASS,
 MF0936'CONTINUE STRAIGHT AHEAD FOR 1.5 MILES TO A DRIVEWAY RIGHT,
 MF0936'TURN RIGHT AND FOLLOW THE DRIVEWAY FOR 0.25 MILE TO THE FARM
 MF0936'HOUSE OF MR. ROBERT RAPP ON THE LEFT AND THE STATION ON THE
 MF0936'RIGHT AS DESCRIBED.
 MF0936
 MF0936                          STATION RECOVERY (1959)
 MF0936
 MF0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF0936'4 MI NE FROM PRINCETON.
 MF0936'ABOUT 3.85 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST
 MF0936'OFFICE AT PRINCETON, THENCE 0.2 MILES EAST ALONG FARM ROAD TO THE
 MF0936'FARM HOUSE, 163 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE,
 MF0936'72.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL TOOL SHED,
 MF0936'91 FEET SOUTHEAST OF A 36-INCH ELM TREE, 43 FEET SOUTH OF FENCE
 MF0936'LINE, ABOUT 2 FEET BELOW THE LEVEL OF THE FARM ROAD, SET IN THE
 MF0936'TOP OF A CONCRETE POST 1 1/2 FEET UNDERGROUND.
 MF0936
 MF0936                          STATION RECOVERY (1996)
 MF0936
 MF0936'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0936'MARK NOT FOUND.
 MF0936
 MF0936                          STATION RECOVERY (1996)
 MF0936
 MF0936'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF0936'RECOVERED AS DESCRIBED EXCEPT THAT CHUCK BROOMALL IS NOW THE OWNER OF
 MF0936'THE PROPERTY.  THE STATION IS LOCATED 18.5 FT (5.6 M) SOUTH OF A
 MF0936'EAST-WEST FENCE LINE, AND 23.8 FT (7.3 M) SOUTHWEST OF A WOOD FENCE
 MF0936'POST.
 MF0936
 MF0936                          STATION RECOVERY (2001)
 MF0936
 MF0936'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0936'MARK NOT FOUND.
 MF0936
 MF0936                          STATION RECOVERY (2005)
 MF0936
 MF0936'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0938 ***********************************************************************
 MF0938  DESIGNATION -  HANSEN RM 2
 MF0938  PID         -  MF0938
 MF0938  STATE/COUNTY-  IL/BUREAU
 MF0938  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0938
 MF0938                         *CURRENT SURVEY CONTROL
 MF0938  ___________________________________________________________________
 MF0938* NAD 83(1986)-  41 24 36.     (N)    089 25 12.     (W)     SCALED    
 MF0938* NAVD 88     -       227.356  (meters)     745.92   (feet)  ADJUSTED  
 MF0938  ___________________________________________________________________
 MF0938  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF0938  DYNAMIC HT  -         227.264 (meters)     745.62  (feet)  COMP
 MF0938  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 MF0938
 MF0938  VERT ORDER  -  SECOND    CLASS 0
 MF0938
 MF0938.The horizontal coordinates were scaled from a topographic map and have
 MF0938.an estimated accuracy of +/- 6 seconds.
 MF0938
 MF0938.The orthometric height was determined by differential leveling
 MF0938.and adjusted by the National Geodetic Survey in June 1991..
 MF0938
 MF0938.The geoid height was determined by GEOID03.
 MF0938
 MF0938.The dynamic height is computed by dividing the NAVD 88
 MF0938.geopotential number by the normal gravity value computed on the
 MF0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0938.degrees latitude (g = 980.6199 gals.).
 MF0938
 MF0938.The modeled gravity was interpolated from observed gravity values.
 MF0938
 MF0938;                    North         East    Units  Estimated Accuracy
 MF0938;SPC IL W     -   526,830.      762,430.      MT  (+/- 180 meters Scaled)
 MF0938
 MF0938                          SUPERSEDED SURVEY CONTROL
 MF0938
 MF0938  NGVD 29 (??/??/92)  227.431  (m)          746.16   (f) ADJ UNCH    2 0
 MF0938
 MF0938.Superseded values are not recommended for survey control.
 MF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0938.See file dsdata.txt to determine how the superseded data were derived.
 MF0938
 MF0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL977870(NAD 83)
 MF0938_MARKER: DR = REFERENCE MARK DISK
 MF0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0938_STAMPING: HANSEN NO 2 1930
 MF0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0938+STABILITY: SURFACE MOTION
 MF0938
 MF0938  HISTORY     - Date     Condition        Report By
 MF0938  HISTORY     - 1930     MONUMENTED       CGS
 MF0938  HISTORY     - 1959     GOOD             NGS
 MF0938  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF0938  HISTORY     - 20010425 GOOD             USPSQD
 MF0938  HISTORY     - 20051005 GOOD             USPSQD
 MF0938
 MF0938                          STATION DESCRIPTION
 MF0938
 MF0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF0938'4 MI NE FROM PRINCETON.
 MF0938'ABOUT 3.85 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST
 MF0938'OFFICE AT PRINCETON, THENCE 0.2 MILES EAST ALONG FARM ROAD TO FARM
 MF0938'HOUSE, NEAR THE SOUTHWEST CORNER OF A METAL TOOL SHED, 1 FOOT
 MF0938'SOUTH OF THE SOUTH EDGE OF THE WIDE DOOR TO THE TOOL SHED, 2 1/2
 MF0938'FEET NORTH OF THE SOUTHWEST CORNER OF THE TOOL SHED, 1/2 FOOT
 MF0938'WEST OF THE WEST EDGE OF THE TOOL SHED, 74.3 FEET NORTHEAST OF
 MF0938'TRIANGULATION STATION HANSEN, ABOUT LEVEL WITH THE DOORWAY TO
 MF0938'THE SHED, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0938
 MF0938                          STATION RECOVERY (1996)
 MF0938
 MF0938'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0938'MARK NOT FOUND.
 MF0938
 MF0938                          STATION RECOVERY (2001)
 MF0938
 MF0938'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0938'RECOVERED IN GOOD CONDITION.
 MF0938
 MF0938                          STATION RECOVERY (2005)
 MF0938
 MF0938'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0937 ***********************************************************************
 MF0937  DESIGNATION -  HANSEN RM 3
 MF0937  PID         -  MF0937
 MF0937  STATE/COUNTY-  IL/BUREAU
 MF0937  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0937
 MF0937                         *CURRENT SURVEY CONTROL
 MF0937  ___________________________________________________________________
 MF0937* NAD 83(1986)-  41 24 36.     (N)    089 25 12.     (W)     SCALED    
 MF0937* NAVD 88     -       227.220  (meters)     745.47   (feet)  ADJUSTED  
 MF0937  ___________________________________________________________________
 MF0937  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF0937  DYNAMIC HT  -         227.127 (meters)     745.17  (feet)  COMP
 MF0937  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 MF0937
 MF0937  VERT ORDER  -  SECOND    CLASS 0
 MF0937
 MF0937.The horizontal coordinates were scaled from a topographic map and have
 MF0937.an estimated accuracy of +/- 6 seconds.
 MF0937
 MF0937.The orthometric height was determined by differential leveling
 MF0937.and adjusted by the National Geodetic Survey in June 1991..
 MF0937
 MF0937.The geoid height was determined by GEOID03.
 MF0937
 MF0937.The dynamic height is computed by dividing the NAVD 88
 MF0937.geopotential number by the normal gravity value computed on the
 MF0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0937.degrees latitude (g = 980.6199 gals.).
 MF0937
 MF0937.The modeled gravity was interpolated from observed gravity values.
 MF0937
 MF0937;                    North         East    Units  Estimated Accuracy
 MF0937;SPC IL W     -   526,830.      762,430.      MT  (+/- 180 meters Scaled)
 MF0937
 MF0937                          SUPERSEDED SURVEY CONTROL
 MF0937
 MF0937  NGVD 29 (??/??/92)  227.295  (m)          745.72   (f) ADJ UNCH    2 0
 MF0937
 MF0937.Superseded values are not recommended for survey control.
 MF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0937.See file dsdata.txt to determine how the superseded data were derived.
 MF0937
 MF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL977870(NAD 83)
 MF0937_MARKER: DR = REFERENCE MARK DISK
 MF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0937_STAMPING: HANSEN NO 3 1930
 MF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0937+STABILITY: SURFACE MOTION
 MF0937
 MF0937  HISTORY     - Date     Condition        Report By
 MF0937  HISTORY     - 1930     MONUMENTED       CGS
 MF0937  HISTORY     - 1959     GOOD             NGS
 MF0937  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF0937  HISTORY     - 20010425 MARK NOT FOUND   USPSQD
 MF0937  HISTORY     - 20051005 MARK NOT FOUND   USPSQD
 MF0937
 MF0937                          STATION DESCRIPTION
 MF0937
 MF0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF0937'4 MI NE FROM PRINCETON.
 MF0937'ABOUT 3.85 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST
 MF0937'OFFICE AT PRINCETON, THENCE 0.2 MILES EAST ALONG FARM ROAD TO
 MF0937'FARM HOUSE, 132 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE,
 MF0937'117 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF METAL TOOL
 MF0937'SHED, 30 FEET SOUTH OF A 36-INCH ELM TREE, 1/2 FOOT NORTH OF
 MF0937'FENCE LINE, 98.1 FEET WEST OF TRIANGULATION STATION HANSEN, ABOUT
 MF0937'1/2 FOOT BELOW THE LEVEL OF THE FARM ROAD, SET IN THE TOP OF A
 MF0937'CONCRETE POST FLUSH WITH THE GROUND.
 MF0937
 MF0937                          STATION RECOVERY (1996)
 MF0937
 MF0937'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0937'MARK NOT FOUND.
 MF0937
 MF0937                          STATION RECOVERY (2001)
 MF0937
 MF0937'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0937'MARK NOT FOUND.
 MF0937
 MF0937                          STATION RECOVERY (2005)
 MF0937
 MF0937'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1214 ***********************************************************************
 MF1214  DESIGNATION -  HARDIN
 MF1214  PID         -  MF1214
 MF1214  STATE/COUNTY-  IL/OGLE
 MF1214  USGS QUAD   -  ROCHELLE (1993)
 MF1214
 MF1214                         *CURRENT SURVEY CONTROL
 MF1214  ___________________________________________________________________
 MF1214* NAD 83(1997)-  41 55 13.01160(N)    089 04 34.90938(W)     ADJUSTED  
 MF1214* NAVD 88     -       241.476  (meters)     792.24   (feet)  POSTED    
 MF1214  ___________________________________________________________________
 MF1214  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MF1214  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1214  DYNAMIC HT  -         241.390 (meters)     791.96  (feet)  COMP
 MF1214  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 MF1214
 MF1214  HORZ ORDER  -  SECOND
 MF1214  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MF1214
 MF1214.The horizontal coordinates were established by classical geodetic methods
 MF1214.and adjusted by the National Geodetic Survey in October 1999..
 MF1214
 MF1214.The orthometric height was determined by differential leveling
 MF1214.and adjusted by the National Geodetic Survey in 1992..
 MF1214.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MF1214.rate of 1.1 thru 2.0 mm/km.
 MF1214
 MF1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1214
 MF1214.The geoid height was determined by GEOID03.
 MF1214
 MF1214.The dynamic height is computed by dividing the NAVD 88
 MF1214.geopotential number by the normal gravity value computed on the
 MF1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1214.degrees latitude (g = 980.6199 gals.).
 MF1214
 MF1214.The modeled gravity was interpolated from observed gravity values.
 MF1214
 MF1214;                    North         East     Units Scale Factor Converg.
 MF1214;SPC IL W     -   583,803.454   790,440.366   MT  1.00004179   +0 43 42.5
 MF1214;SPC IL W     - 1,915,361.83  2,593,303.10   sFT  1.00004179   +0 43 42.5
 MF1214;SPC IL E     -   583,515.259   238,363.943   MT  1.00002173   -0 29 47.2
 MF1214;SPC IL E     - 1,914,416.31    782,032.37   sFT  1.00002173   -0 29 47.2
 MF1214;UTM  16      - 4,643,009.996   327,821.919   MT  0.99996480   -1 23 15.2
 MF1214
 MF1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1214!SPC IL W     -   0.99996730  x   1.00004179  =   1.00000909
 MF1214!SPC IL E     -   0.99996730  x   1.00002173  =   0.99998903
 MF1214!UTM  16      -   0.99996730  x   0.99996480  =   0.99993210
 MF1214
 MF1214                          SUPERSEDED SURVEY CONTROL
 MF1214
 MF1214  NAD 83(1997)-  41 55 13.01236(N)    089 04 34.91183(W) AD(       ) 2
 MF1214  NAD 83(1986)-  41 55 13.01097(N)    089 04 34.91535(W) AD(       ) 2
 MF1214  NAD 27      -  41 55 12.90540(N)    089 04 34.56930(W) AD(       ) 2
 MF1214  NGVD 29 (07/19/86)  241.68   (m)          792.9    (f) LEVELING    3  
 MF1214
 MF1214.Superseded values are not recommended for survey control.
 MF1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1214.See file dsdata.txt to determine how the superseded data were derived.
 MF1214
 MF1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2782243010(NAD 83)
 MF1214_MARKER: DS = TRIANGULATION STATION DISK
 MF1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1214+STABILITY: SURFACE MOTION
 MF1214
 MF1214  HISTORY     - Date     Condition        Report By
 MF1214  HISTORY     - 1920     MONUMENTED       CGS
 MF1214  HISTORY     - 1954     MARK NOT FOUND   CGS
 MF1214  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF1214  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF1214  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF1214
 MF1214                          STATION DESCRIPTION
 MF1214
 MF1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1214'STATION IS NEAR THE WESTERN OUTSKIRTS OF ROCHELLE, ON THE
 MF1214'EDGE OF A FILL ON THE RIGHT-OF-WAY OF THE CHICAGO, BURLINGTON
 MF1214'AND QUINCY RAILROAD, ABOUT 200 YARDS N OF CHICAGO AND NORTHWESTERN
 MF1214'RAILWAY CROSSING, BETWEEN THE TRACK AND A PRIVATE ROAD WHICH
 MF1214'RUNS ALONGSIDE A LARGE CANNERY, AND ABOUT 2 YARDS N OF A
 MF1214'SEMAPHORE SIGNAL.  THE STATION IS MARKED BY A STANDARD BRONZE
 MF1214'DISK SET IN CONCRETE.  THERE IS
 MF1214'NO UNDERGROUND MARK OR REFERENCE MARK.
 MF1214
 MF1214                          STATION RECOVERY (1954)
 MF1214
 MF1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1214'THIS TRAVERSE STATION COULD NOT BE FOUND.  IT WAS PROBABLY
 MF1214'LOST WHEN A SIDETRACK WAS ESTABLISHED AT THE CANNERY.  THE
 MF1214'1920 DESCRIPTION STATES NO UNDERGROUND OR REFERENCE MARK
 MF1214'WERE SET.
 MF1214
 MF1214                          STATION RECOVERY (1996)
 MF1214
 MF1214'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1214'MARK NOT FOUND.
 MF1214
 MF1214                          STATION RECOVERY (2001)
 MF1214
 MF1214'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1214'MARK NOT FOUND.
 MF1214
 MF1214                          STATION RECOVERY (2004)
 MF1214
 MF1214'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0163 ***********************************************************************
 JC0163  DESIGNATION -  HARDING
 JC0163  PID         -  JC0163
 JC0163  STATE/COUNTY-  IL/ST CLAIR
 JC0163  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0163
 JC0163                         *CURRENT SURVEY CONTROL
 JC0163  ___________________________________________________________________
 JC0163* NAD 83(1997)-  38 37 22.08552(N)    090 04 31.21898(W)     ADJUSTED  
 JC0163* NAVD 88     -       128.268  (meters)     420.83   (feet)  ADJUSTED  
 JC0163  ___________________________________________________________________
 JC0163  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 JC0163  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 JC0163  DYNAMIC HT  -         128.187 (meters)     420.56  (feet)  COMP
 JC0163  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JC0163
 JC0163  HORZ ORDER  -  SECOND
 JC0163  VERT ORDER  -  SECOND    CLASS 0
 JC0163
 JC0163.The horizontal coordinates were established by classical geodetic methods
 JC0163.and adjusted by the National Geodetic Survey in October 1999..
 JC0163
 JC0163.The orthometric height was determined by differential leveling
 JC0163.and adjusted by the National Geodetic Survey in June 1991..
 JC0163
 JC0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC0163
 JC0163.The geoid height was determined by GEOID03.
 JC0163
 JC0163.The dynamic height is computed by dividing the NAVD 88
 JC0163.geopotential number by the normal gravity value computed on the
 JC0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0163.degrees latitude (g = 980.6199 gals.).
 JC0163
 JC0163.The modeled gravity was interpolated from observed gravity values.
 JC0163
 JC0163;                    North         East     Units Scale Factor Converg.
 JC0163;SPC IL W     -   217,102.189   707,952.788   MT  0.99994196   +0 03 25.2
 JC0163;SPC IL W     -   712,276.10  2,322,675.11   sFT  0.99994196   +0 03 25.2
 JC0163;UTM  15      - 4,278,978.042   754,615.327   MT  1.00039842   +1 49 35.5
 JC0163;UTM  16      - 4,279,407.245   232,264.272   MT  1.00048283   -1 55 14.7
 JC0163
 JC0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC0163!SPC IL W     -   0.99998473  x   0.99994196  =   0.99992669
 JC0163!UTM  15      -   0.99998473  x   1.00039842  =   1.00038314
 JC0163!UTM  16      -   0.99998473  x   1.00048283  =   1.00046755
 JC0163
 JC0163:                Primary Azimuth Mark                     Grid Az
 JC0163:SPC IL W     -  CASEYVILLE MOUND WATER TANK              038 08 34.0
 JC0163:UTM  15      -  CASEYVILLE MOUND WATER TANK              036 22 23.7
 JC0163:UTM  16      -  CASEYVILLE MOUND WATER TANK              040 07 13.9
 JC0163
 JC0163|---------------------------------------------------------------------|
 JC0163| PID    Reference Object                     Distance      Geod. Az  |
 JC0163|                                                           dddmmss.s |
 JC0163| JC1577 CASEYVILLE MOUND WATER TANK         APPROX. 4.5 KM 0381159.2 |
 JC0163| JC0164 HARDING RM 1                         10.028 METERS 14112     |
 JC0163| JC1581 FRENCH VILLAGE ST POL RAD MAST      APPROX. 3.9 KM 1413406.9 |
 JC0163| JC1579 WASHINGTON PARK RAD WEW MAST        307.363 METERS 19622     |
 JC0163| JC1582 WASHINGTON PARK WAYNE FEEDS TK      APPROX. 1.7 KM 2542846.7 |
 JC0163| JC0162 HARDING RM 2                         10.441 METERS 27705     |
 JC0163| JC1576 WASHINGTON PARK ST MARTIN CH        APPROX. 1.2 KM 2940057.5 |
 JC0163|---------------------------------------------------------------------|
 JC0163
 JC0163                          SUPERSEDED SURVEY CONTROL
 JC0163
 JC0163  NAD 83(1986)-  38 37 22.10185(N)    090 04 31.21100(W) AD(       ) 2
 JC0163  NAD 27      -  38 37 21.91829(N)    090 04 30.82967(W) AD(       ) 2
 JC0163  NGVD 29 (??/??/92)  128.383  (m)          421.20   (f) ADJ UNCH    2 0
 JC0163
 JC0163.Superseded values are not recommended for survey control.
 JC0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0163.See file dsdata.txt to determine how the superseded data were derived.
 JC0163
 JC0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5461578978(NAD 83)
 JC0163_MARKER: DE = TRAVERSE STATION DISK
 JC0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0163_STAMPING: HARDING 1961
 JC0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0163+STABILITY: SURFACE MOTION
 JC0163
 JC0163  HISTORY     - Date     Condition        Report By
 JC0163  HISTORY     - 1961     MONUMENTED       CGS
 JC0163  HISTORY     - 1961     GOOD             CGS
 JC0163  HISTORY     - 1968     GOOD             ILHD
 JC0163  HISTORY     - 1976     GOOD             LOCENG
 JC0163
 JC0163                          STATION DESCRIPTION
 JC0163
 JC0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JC0163'STATION IS LOCATED ABOUT 2.0 MILES NORTHWEST OF FRENCH VILLAGE,
 JC0163'ABOUT 1.0 MILE SOUTHEAST OF WASHINGTON PARK AND ABOUT 2.0 MILES
 JC0163'WEST OF THE SMALL SETTLEMENT OF BUNKUM.
 JC0163'
 JC0163'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE ROUTE 157
 JC0163'IN FRENCH VILLAGE, GO NORTH ON STATE ROUTE 157 FOR 1.7 MILES
 JC0163'TO CROSSROAD (BUNKUM ROAD), TURN LEFT AND GO WEST FOR 0.4
 JC0163'MILE TO CROSSROAD, CONTINUE WEST ON BUNKUM ROAD FOR 1.65 MILE
 JC0163'TO A CONCRETE BRIDGE AND STATION AS DESCRIBED.
 JC0163'
 JC0163'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED HARDING 1961,
 JC0163'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 JC0163'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 45 FEET
 JC0163'NORTH OF THE CENTER OF ROAD, 34 FEET NORTHWEST OF THE NORTHWEST
 JC0163'CORNER OF BRIDGE, 36 FEET EAST-SOUTHEAST OF A POWER POLE AND
 JC0163'3.5 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 JC0163'
 JC0163'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED
 JC0163'HARDING NO 1 1961, IS SET IN A DRILL HOLE FLUSH WITH THE TOP
 JC0163'OF A NORTHWEST BRIDGE HEADWALL, 64 FEET SOUTHEAST OF THE
 JC0163'POWER POLE, 20 FEET NORTH OF THE CENTER OF ROAD AND 36.2
 JC0163'FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 JC0163'
 JC0163'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED
 JC0163'HARDING NO 2 1961, IS SET IN THE TOP OF A 12 INCH SQUARE
 JC0163'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 JC0163'THE MARK IS 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JC0163'BRIDGE, 47.5 FEET NORTH OF THE CENTER OF ROAD, 32.8 FEET WEST
 JC0163'OF THE WITNESS POST AND 2 FEET SOUTHEAST OF A POWER POLE.
 JC0163'
 JC0163'SEVERAL V.G. OBJECTS MAYBE USED AS AZIMUTH TO THIS STATION.
 JC0163'
 JC0163'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JC0163
 JC0163                          STATION RECOVERY (1961)
 JC0163
 JC0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JC0163'2.2 MI SE FROM WASHINGTON PARK.
 JC0163'ABOUT 0.2 MILES WEST ALONG FOREST AVENUE FROM THE CITY HALL IN
 JC0163'WASHINGTON PARK, THENCE 1.0 MILES SOUTH ALONG STATE HIGHWAY 111,
 JC0163'THENCE 1.0 MILES EAST ALONG BUNKUM ROAD, AT A CONCRETE BRIDGE
 JC0163'OVER HARDING DITCH, 44 FEET NORTH OF THE CENTER LINE OF THE
 JC0163'ROAD, 33.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE
 JC0163'OVER HARDING DITCH, 36 FEET EAST-SOUTHEAST OF A POWER POLE, 3.5
 JC0163'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JC0163'BUNKUM ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JC0163'THE GROUND.
 JC0163
 JC0163                          STATION RECOVERY (1968)
 JC0163
 JC0163'RECOVERY NOTE BY IL HIGHWAY DEPT 1968 (DRR)
 JC0163'HARDING 1961, GOOD DESCRIPTION OK.
 JC0163'
 JC0163'HARDING NO. 1 1961, GOOD DESCRIPTION OK.
 JC0163'
 JC0163'HARDING NO. 2 1961, GOOD DESCRIPTION OK.
 JC0163
 JC0163                          STATION RECOVERY (1976)
 JC0163
 JC0163'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (RIL)
 JC0163'HARDING 1961 RECOVERED GOOD.
 JC0163'
 JC0163'HARDING NO 1 1961 RECOVERED GOOD.
 JC0163'
 JC0163'HARDING NO 2 1961 RECOVERED GOOD.
 JC0163'
 JC0163'BEARING FOR R.M. NO. 2 SHOULD READ W.N.W..  NOT N.W..  WE FIND THAT
 JC0163'THE STA. IS .19 FEET LOWER, THAN PUBLISHED.
 JC0163'
 JC0163'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI. EAST OF WASHINGTON
 JC0163'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI7494 ***********************************************************************
 CI7494  DESIGNATION -  HARDING AZ MK RESET
 CI7494  PID         -  CI7494
 CI7494  STATE/COUNTY-  IL/MENARD
 CI7494  USGS QUAD   -  OAKFORD (1971)
 CI7494
 CI7494                         *CURRENT SURVEY CONTROL
 CI7494  ___________________________________________________________________
 CI7494* NAD 83(1997)-  40 03 41.22283(N)    089 56 19.57770(W)     ADJUSTED  
 CI7494* NAVD 88     -       185.0    (meters)     607.     (feet)  GPS OBS   
 CI7494  ___________________________________________________________________
 CI7494  X           -       5,223.964 (meters)                     COMP
 CI7494  Y           -  -4,888,432.685 (meters)                     COMP
 CI7494  Z           -   4,083,308.104 (meters)                     COMP
 CI7494  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CI7494  ELLIP HEIGHT-         152.28  (meters)          (02/03/05) GPS OBS
 CI7494  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 CI7494
 CI7494  HORZ ORDER  -  FIRST
 CI7494  ELLP ORDER  -  FOURTH    CLASS II
 CI7494
 CI7494.The horizontal coordinates were established by GPS observations
 CI7494.and adjusted by the National Geodetic Survey in August 2004..
 CI7494
 CI7494.The orthometric height was determined by GPS observations and a
 CI7494.high-resolution geoid model.
 CI7494
 CI7494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI7494
 CI7494.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI7494
 CI7494.The ellipsoidal height was determined by GPS observations
 CI7494.and is referenced to NAD 83.
 CI7494
 CI7494.The geoid height was determined by GEOID03.
 CI7494
 CI7494;                    North         East     Units Scale Factor Converg.
 CI7494;SPC IL W     -   376,835.484   719,442.249   MT  0.99994583   +0 08 48.0
 CI7494;SPC IL W     - 1,236,334.42  2,360,370.11   sFT  0.99994583   +0 08 48.0
 CI7494;UTM  16      - 4,438,716.788   249,353.283   MT  1.00037346   -1 53 32.7
 CI7494;UTM  15      - 4,439,069.134   761,092.700   MT  1.00043928   +1 58 16.8
 CI7494
 CI7494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI7494!SPC IL W     -   0.99997611  x   0.99994583  =   0.99992194
 CI7494!UTM  16      -   0.99997611  x   1.00037346  =   1.00034956
 CI7494!UTM  15      -   0.99997611  x   1.00043928  =   1.00041538
 CI7494
 CI7494                          SUPERSEDED SURVEY CONTROL
 CI7494
 CI7494  ELLIP H (08/16/04)  152.30   (m)                       GP(       ) 3 2
 CI7494
 CI7494.Superseded values are not recommended for survey control.
 CI7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI7494.See file dsdata.txt to determine how the superseded data were derived.
 CI7494
 CI7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK4935338717(NAD 83)
 CI7494_MARKER: DZ = AZIMUTH MARK DISK
 CI7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI7494_STAMPING: HARDING 1934 1969
 CI7494_MARK LOGO: CGS   
 CI7494_PROJECTION: FLUSH
 CI7494_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI7494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI7494+STABILITY: SURFACE MOTION
 CI7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI7494+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 CI7494
 CI7494  HISTORY     - Date     Condition        Report By
 CI7494  HISTORY     - 1969     MONUMENTED       CGS
 CI7494  HISTORY     - 20040211 GOOD             NGS
 CI7494
 CI7494                          STATION DESCRIPTION
 CI7494
 CI7494'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (DL)
 CI7494'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION (TEA).  TO REACH
 CI7494'FROM THE SOUTHEAST  CORNER OF THE GRAIN ELEVATOR IN ATTERBERRY, GO
 CI7494'NORTH ALONG AN OIL AND CHIP ROAD 0.12 MI.  TO A T INTERSECTION WITH
 CI7494'PINHOOK RD., JUST SOUTH OF IL 97, TURN LEFT (WEST) ALONG  PINHOOK RD.
 CI7494'0.79 MI. TO THE STATION ON THE RIGHT.  30.0 FT. NORTH OF THE
 CI7494'CENTERLINE OF THE  ROAD, 81.5 FT. WEST OF A LONE FENCE POST, 100.0 FT.
 CI7494'NORTHWEST OF AN ABOVE GROUND UTILITY  BOX, 68.5 FT. EAST OF THE EAST
 CI7494'END OF A PIPE CULVERT UNDER A FIELD ENTRANCE, 1.5 FT. EAST OF  A METAL
 CI7494'WITNESS POST.  STATION IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1952 ***********************************************************************
 LC1952  DESIGNATION -  HARDING RESET
 LC1952  PID         -  LC1952
 LC1952  STATE/COUNTY-  IL/MENARD
 LC1952  USGS QUAD   -  OAKFORD (1971)
 LC1952
 LC1952                         *CURRENT SURVEY CONTROL
 LC1952  ___________________________________________________________________
 LC1952* NAD 83(1997)-  40 03 42.78763(N)    089 56 35.42422(W)     ADJUSTED  
 LC1952* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 LC1952  ___________________________________________________________________
 LC1952  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LC1952  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LC1952
 LC1952  HORZ ORDER  -  FIRST
 LC1952
 LC1952.The horizontal coordinates were established by classical geodetic methods
 LC1952.and adjusted by the National Geodetic Survey in October 1999..
 LC1952
 LC1952.The orthometric height was scaled from a topographic map.
 LC1952
 LC1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1952
 LC1952.The geoid height was determined by GEOID03.
 LC1952
 LC1952;                    North         East     Units Scale Factor Converg.
 LC1952;SPC IL W     -   376,882.793   719,066.599   MT  0.99994565   +0 08 37.8
 LC1952;SPC IL W     - 1,236,489.63  2,359,137.67   sFT  0.99994565   +0 08 37.8
 LC1952;UTM  16      - 4,438,777.459   248,979.394   MT  1.00037577   -1 53 42.9
 LC1952;UTM  15      - 4,439,104.475   760,715.548   MT  1.00043686   +1 58 06.7
 LC1952
 LC1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1952!SPC IL W     -   0.99997580  x   0.99994565  =   0.99992146
 LC1952!UTM  16      -   0.99997580  x   1.00037577  =   1.00035156
 LC1952!UTM  15      -   0.99997580  x   1.00043686  =   1.00041265
 LC1952
 LC1952:                Primary Azimuth Mark                     Grid Az
 LC1952:SPC IL W     -  GREENVIEW MUNICIPAL TANK                 081 54 47.3
 LC1952:UTM  16      -  GREENVIEW MUNICIPAL TANK                 083 57 08.0
 LC1952:UTM  15      -  GREENVIEW MUNICIPAL TANK                 080 05 18.4
 LC1952
 LC1952|---------------------------------------------------------------------|
 LC1952| PID    Reference Object                     Distance      Geod. Az  |
 LC1952|                                                           dddmmss.s |
 LC1952| LC1938 GREENVIEW MUNICIPAL TANK            APPROX.17.6 KM 0820325.1 |
 LC1952| CI7493 HARDING AZ MK                                      0855001.6 |
 LC1952| CI7494 HARDING AZ MK RESET                 378.638 METERS 09719     |
 LC1952| CI7495 HARDING AZ MK 2                                    0974254.5 |
 LC1952| CI7496 HARDING RM 1                         85.241 METERS 12559     |
 LC1952| CI7497 HARDING RM 2                         50.124 METERS 19913     |
 LC1952| KC0558 VIRGINIA MUNICIPAL TANK             APPROX.26.7 KM 2411952.0 |
 LC1952| LC1953 HARDING RM 3                         28.954 METERS 31923     |
 LC1952|---------------------------------------------------------------------|
 LC1952
 LC1952                          SUPERSEDED SURVEY CONTROL
 LC1952
 LC1952  NAD 83(1997)-  40 03 42.79222(N)    089 56 35.42412(W) AD(       ) 1
 LC1952  NAD 83(1986)-  40 03 42.79719(N)    089 56 35.41570(W) AD(       ) 1
 LC1952  NAD 27      -  40 03 42.62400(N)    089 56 35.00800(W) AD(       ) 1
 LC1952
 LC1952.Superseded values are not recommended for survey control.
 LC1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1952.See file dsdata.txt to determine how the superseded data were derived.
 LC1952
 LC1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK4897938777(NAD 83)
 LC1952_MARKER: DS = TRIANGULATION STATION DISK
 LC1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1952
 LC1952  HISTORY     - Date     Condition        Report By
 LC1952  HISTORY     - 1934     MONUMENTED       CGS
 LC1952  HISTORY     - 1959     GOOD             CGS
 LC1952  HISTORY     - 1969     GOOD             CGS
 LC1952  HISTORY     - 1980     GOOD             LOCSUR
 LC1952
 LC1952                          STATION DESCRIPTION
 LC1952
 LC1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1952'STATION IS ABOUT 16.5 MILES SW OF MASON CITY, ABOUT 6 MILES
 LC1952'NW OF PETERSBURG, AND 1 MILE W OF ATTERBURY, NEAR THE SW
 LC1952'CORNER OF THE SE 1/4 SEC. 25, T. 19 N., R. 8 W., ON LAND
 LC1952'OWNED BY CHARLES HARDING AND HIS SON GEORGE HARDING, IN A
 LC1952'PASTURE ABOUT 200 FEET NE OF HARDINGS HOUSE, 1-1/2 FEET E OF
 LC1952'THE RIGHT-OF-WAY FENCE, 28.5 FEET E OF THE CENTER LINE OF THE
 LC1952'ROAD, 195 FEET N OF THE CENTER LINE OF A T-ROAD E, 45 FEET
 LC1952'S OF THE S END OF AN OSAGE-ORANGE HEDGE, AND PROJECTS 6
 LC1952'INCHES.
 LC1952'
 LC1952'TO REACH THE STATION FROM PETERSBURG, GO W ABOUT 2 MILES
 LC1952'ON CONCRETE HIGHWAY.  CONTINUE W 2 MILES ON GRAVEL ROAD TO
 LC1952'T-ROAD N.  THENCE N ON GRAVEL ROAD FOR 3.5 MILES TO CROSS
 LC1952'ROAD AT NE CORNER OF ATTERBURY.  THENCE W ON GRAVEL ROAD 1.1
 LC1952'MILES TO T-ROAD JUST S OF THE STATION.
 LC1952'
 LC1952'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1952'BRONZE DISKS SET IN CONCRETE.
 LC1952'
 LC1952'REFERENCE MARK NO. 1 IS SE OF THE STATION, 28 FEET N OF THE
 LC1952'CENTER LINE OF THE ROAD, 254 FEET E OF THE CENTER LINE OF THE
 LC1952'ROAD, 3 FEET N OF A HEDGE FENCE, AND PROJECTS 5 INCHES.  REFERENCE
 LC1952'MARK NO. 2 IS SSW OF THE STATION, ON THE RIGHT-OF-WAY OF
 LC1952'THE ROAD, 26-1/2 FEET W OF THE CENTER LINE OF THE ROAD, 1/2
 LC1952'FOOT E OF FENCE, 6 FEET N OF THE CENTER OF THE GATE IN FRONT
 LC1952'OF HARDINGS HOUSE, AND 40 FEET N OF THE CENTER LINE OF THE
 LC1952'T-ROAD E, AND PROJECTS 3 INCHES.  THE DISTANCE BETWEEN
 LC1952'REFERENCE MARKS IS 280.66 FEET.
 LC1952'
 LC1952'AZIMUTH MARK IS 1.1 MILES E OF THE STATION, ON THE E SIDE
 LC1952'OF THE FIRST ROAD E OF THE STATION, 0.3 MILE N OF THE RAILROAD
 LC1952'CROSSING IN ATTERBURY, 0.1 MILE N OF CROSS ROAD, 20 FEET E
 LC1952'OF THE CENTER LINE OF THE ROAD, 1/2 FOOT W OF THE E RIGHT-OF-WAY
 LC1952'FENCE, 4 FEET E OF THE EDGE OF THE HIGHWAY DITCH, AND 22
 LC1952'FEET N OF C.I.P.S. CO. POWER LINE POLE NO. 158 WHICH IS THE
 LC1952'THIRD POLE N OF CROSS ROAD.
 LC1952'
 LC1952'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 LC1952
 LC1952                          STATION RECOVERY (1959)
 LC1952
 LC1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1952'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 LC1952'MARK WERE RECOVERED IN GOOD CONDITION.  THE REFERENCE MEASUREMENTS
 LC1952'TO THE MARKS DID NOT CHECK, DUE TO CHANGES IN ROAD AND REMOVING
 LC1952'OF A HEDGE.  THE OLD AZIMUTH MARK IS NOT VISIBLE ON THE GROUND.
 LC1952'THEREFORE AN AZIMUTH 2 WAS ESTABLISHED AT THIS TIME.  THE
 LC1952'TOWER COULD NOT BE BUILT OVER THE STATION MARK BECAUSE OF
 LC1952'OVERHEAD POWER LINES, SO THE TOWER WAS BUILT OVER A REFERENCE
 LC1952'MARK 3.  THE DIRECTION BETWEEN REFERENCE MARK 1 AND 2 CHECKED.
 LC1952'THE DISTANCES TO REFERENCE MARKS 1 AND 2 CHECKED.  THE
 LC1952'SURFACE STATION MARK WAS LOWERED 2.24 FEET AND REFERENCE MARK
 LC1952'1 WAS DESTROYED AT THE PROPERTY OWNERS REQUEST.  THERE WAS
 LC1952'NO ECCENTRICITY BETWEEN THE SURFACE AND UNDERGROUND
 LC1952'STATION MARKS.  A COMPLETE NEW DESCRIPTION AND TO REACH
 LC1952'FOLLOWS.
 LC1952'
 LC1952'THE STATION IS ABOUT 16-1/2 MILES SOUTHWEST OF MASON CITY,
 LC1952'6 MILES NORTHWEST OF PETERSBURG, AND 1 MILE WEST OF ATTERBURY
 LC1952'IN THE SE 1/4 OF SECTION 25, T. 19 N., R. 8 W., ON THE PROPERTY
 LC1952'OF MR. ERNEST HOFFMAN.  IT IS 191 FEET NORTH OF THE CENTER
 LC1952'OF A T-INTERSECTION, 57 FEET NORTH OF A POWER POLE, 47 FEET
 LC1952'EAST OF A FENCE CORNER, AND 21 FEET EAST OF THE CENTERLINE
 LC1952'OF A PAVED ROAD.  THE MONUMENT IS 24 INCHES UNDERGROUND AND
 LC1952'THE DISK IS STAMPED HARDING 1934 1959.
 LC1952'
 LC1952'TO REACH THE STATION FROM THE POST OFFICE IN ATTERBURY, GO
 LC1952'NORTH ON A PAVED STREET FOR 0.1 MILE TO A T-INTERSECTION.
 LC1952'TURN LEFT AND GO WEST ON A PAVED ROAD (THIS ROAD RUNS E-W
 LC1952'JUST SOUTH OF STATE HIGHWAY 97) FOR 0.75 MILE TO AZIMUTH
 LC1952'MARK NO 2 ON THE RIGHT.  CONTINUE WEST ON PAVED ROAD FOR 0.25
 LC1952'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH ON PAVED
 LC1952'ROAD FOR ABOUT 190 FEET TO THE STATION ON THE RIGHT.
 LC1952'
 LC1952'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ATTERBURY,
 LC1952'GO EAST ON A PAVED ROAD FOR 0.1 MILE TO A T-INTERSECTION.  TURN
 LC1952'LEFT AND GO NORTH ON A PAVED ROAD (CROSSING STATE HIGHWAY 97)
 LC1952'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LC1952'
 LC1952'REFERENCE MARK 2 IS 43 FEET NORTHWEST OF A T-INTERSECTION,
 LC1952'34 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, AND 6 INCHES
 LC1952'SOUTH OF A BOARD FENCE (IN THE EAST EDGE OF FARM YARD).  THE
 LC1952'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HARDING NO 2
 LC1952'1934.
 LC1952'
 LC1952'REFERENCE MARK 3 IS 68.5 FEET SOUTHEAST OF THE SOUTHEAST
 LC1952'CORNER OF A BARN, 40 FEET WEST OF THE CENTERLINE OF A PAVED
 LC1952'ROAD, 26 FEET SOUTHWEST OF A FENCE CORNER, 18 FEET WEST OF A
 LC1952'FENCE, AND 25 FEET SOUTHWEST OF A WITNESS POST.  THE MONUMENT
 LC1952'IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED HARDING
 LC1952'NO 3 1934 1959.
 LC1952'
 LC1952'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTERLINE OF A PAVED
 LC1952'ROAD, 22 FEET NORTH OF A POWER POLE, AND 6 INCHES WEST OF
 LC1952'A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 LC1952'STAMPED HARDING 1934 AZIMUTH.
 LC1952'
 LC1952'AZIMUTH MARK NO 2 IS 21 FEET NORTH OF THE CENTERLINE OF A PAVED
 LC1952'ROAD, 11 FEET WEST OF A 36 INCH OAK TREE, AND 5 FEET WEST
 LC1952'OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 LC1952'STAMPED HARDING NO 2 1934 1959.
 LC1952'
 LC1952'NO MEASUREMENT BETWEEN MARKS, TREES ON LINE.
 LC1952
 LC1952                          STATION RECOVERY (1969)
 LC1952
 LC1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LC1952'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH
 LC1952'MARK NO. 2 1959 WERE FOUND IN GOOD CONDITION.  THE 1934 AZIMUTH
 LC1952'MARK WAS NOT FOUND AND IS ASSUMED DESTROYED.  THE AZIMUTH
 LC1952'MARK NO. 2 1959 WAS DESTROYED AT THE REQUEST OF THE MENARD
 LC1952'COUNTY HIGHWAY DEPT. TO CLEAR THE AREA FOR ROAD CONSTRUCTION.
 LC1952'A NEW AZIMUTH MARK 1969 WAS SET.  THE DISTANCE AND DIRECTION
 LC1952'TO THE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 LC1952'
 LC1952'THE STATION IS 6 MILES NORTHWEST OF PETERSBURG, 51 FEET EAST
 LC1952'OF A FENCE CORNER, 21 FEET EAST OF THE CENTERLINE OF A ROAD,
 LC1952'191 FEET NORTH OF A T-ROAD INTERSECTION, 24 FEET NORTH OF
 LC1952'THE EXTENDED CENTERLINE OF A DRIVEWAY TO MR. ERNEST HOFFMANS
 LC1952'HOUSE, AND 46 FEET NORTH OF THE CENTERLINE OF A FIELD ENTRANCE.
 LC1952'THE MONUMENT IS 24 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LC1952'HARDING 1934 1959.
 LC1952'
 LC1952'TO REACH THE STATION FROM THE POST OFFICE IN ATTERBURY, GO
 LC1952'NORTH FOR 0.1 MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND
 LC1952'GO WEST ON THE ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 LC1952'RIGHT.  CONTINUE WEST FOR 0.25 MILE TO A T-ROAD INTERSECTION
 LC1952'AND THE STATION AS DESCRIBED.
 LC1952'
 LC1952'REFERENCE MARK 2 IS 1 FOOT NORTH OF A BOARD FENCE, 10 FEET
 LC1952'NORTH OF A GATE, 14 FEET NORTH OF A 36 INCH MAPLE TREE,
 LC1952'34 FEET WEST OF THE CENTERLINE OF THE ROAD, 43 FEET NORTHWEST
 LC1952'OF THE T-ROAD INTERSECTION, AND IN THE FRONT LAWN OF MR.
 LC1952'HOFFMANS HOUSE.  THE MONUMENT PROJECTS 2 INCHES AND THE
 LC1952'DISK IS STAMPED HARDING NO 11 1934.
 LC1952'
 LC1952'REFERENCE MARK 3 IS 10 FEET WEST OF A FENCE, 69 FEET SOUTHEAST
 LC1952'OF THE SOUTHEAST CORNER OF A BARN, 40 FEET WEST OF THE CENTERLINE
 LC1952'OF THE ROAD, 75 FEET NORTH OF A FENCE CORNER AND IN MR.
 LC1952'HOFFMANS BARN YARD.  THE MONUMENT IS 14 INCHES UNDERGROUND
 LC1952'AND THE DISK IS STAMPED HARDING NO 3 1934 1959.
 LC1952'
 LC1952'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE
 LC1952'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 LC1952'PROJECTS 3 INCHES AND THE DISK IS STAMPED HARDING 1934 1969.
 LC1952'
 LC1952'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1952'
 LC1952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 LC1952'WEST OF ATTERBURY
 LC1952
 LC1952                          STATION RECOVERY (1980)
 LC1952
 LC1952'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (RAK)
 LC1952'HARDING 1934 1969 AZ MK PARTIALLY COVERED WITH SOIL.  ALL MARKS
 LC1952'ARE CLEAR AND LEGIABLE.
 LC1952'
 LC1952'NO NEED TO REPAIR OR MOVE.
 LC1952'
 LC1952'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 1 MILE WEST OF
 LC1952'ATTERBERRY, ILLINOIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0164 ***********************************************************************
 JC0164  DESIGNATION -  HARDING RM 1
 JC0164  PID         -  JC0164
 JC0164  STATE/COUNTY-  IL/ST CLAIR
 JC0164  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0164
 JC0164                         *CURRENT SURVEY CONTROL
 JC0164  ___________________________________________________________________
 JC0164* NAD 83(1986)-  38 37 21.     (N)    090 04 30.     (W)     SCALED    
 JC0164* NAVD 88     -       128.687  (meters)     422.20   (feet)  ADJUSTED  
 JC0164  ___________________________________________________________________
 JC0164  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JC0164  DYNAMIC HT  -         128.606 (meters)     421.93  (feet)  COMP
 JC0164  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JC0164
 JC0164  VERT ORDER  -  SECOND    CLASS 0
 JC0164
 JC0164.The horizontal coordinates were scaled from a topographic map and have
 JC0164.an estimated accuracy of +/- 6 seconds.
 JC0164
 JC0164.The orthometric height was determined by differential leveling
 JC0164.and adjusted by the National Geodetic Survey in June 1991..
 JC0164
 JC0164.The geoid height was determined by GEOID03.
 JC0164
 JC0164.The dynamic height is computed by dividing the NAVD 88
 JC0164.geopotential number by the normal gravity value computed on the
 JC0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0164.degrees latitude (g = 980.6199 gals.).
 JC0164
 JC0164.The modeled gravity was interpolated from observed gravity values.
 JC0164
 JC0164;                    North         East    Units  Estimated Accuracy
 JC0164;SPC IL W     -   217,070.      707,980.      MT  (+/- 180 meters Scaled)
 JC0164
 JC0164                          SUPERSEDED SURVEY CONTROL
 JC0164
 JC0164  NGVD 29 (??/??/92)  128.802  (m)          422.58   (f) ADJ UNCH    2 0
 JC0164
 JC0164.Superseded values are not recommended for survey control.
 JC0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0164.See file dsdata.txt to determine how the superseded data were derived.
 JC0164
 JC0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC546789(NAD 83)
 JC0164_MARKER: DR = REFERENCE MARK DISK
 JC0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0164_SP_SET: BRIDGE
 JC0164_STAMPING: HARDING NO 1 1961
 JC0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0164+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 JC0164
 JC0164  HISTORY     - Date     Condition        Report By
 JC0164  HISTORY     - 1961     MONUMENTED       CGS
 JC0164  HISTORY     - 20050118 GOOD             APISUR
 JC0164
 JC0164                          STATION DESCRIPTION
 JC0164
 JC0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0164'2.2 MI SE FROM WASHINGTON PARK.
 JC0164'ABOUT 0.2 MILES WEST ALONG FOREST AVENUE FROM THE CITY HALL IN
 JC0164'WASHINGTON PARK, THENCE 1.0 MILES SOUTH ALONG STATE HIGHWAY 111,
 JC0164'THENCE 1.0 MILES EAST ALONG BUNKUM ROAD, AT A CONCRETE BRIDGE
 JC0164'OVER HARDING DITCH, SET IN THE TOP OF THE SOUTH END OF THE
 JC0164'CONCRETE WINGWALL AT THE NORTHWEST CORNER OF THE BRIDGE OVER
 JC0164'HARDING DITCH, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33
 JC0164'FEET SOUTHEAST OF TRAVERSE STATION HARDING, 36.2 FEET SOUTHEAST
 JC0164'OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 JC0164
 JC0164                          STATION RECOVERY (2005)
 JC0164
 JC0164'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2005 (NRB)
 JC0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0162 ***********************************************************************
 JC0162  DESIGNATION -  HARDING RM 2
 JC0162  PID         -  JC0162
 JC0162  STATE/COUNTY-  IL/ST CLAIR
 JC0162  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0162
 JC0162                         *CURRENT SURVEY CONTROL
 JC0162  ___________________________________________________________________
 JC0162* NAD 83(1986)-  38 37 21.     (N)    090 04 30.     (W)     SCALED    
 JC0162* NAVD 88     -       127.980  (meters)     419.88   (feet)  ADJUSTED  
 JC0162  ___________________________________________________________________
 JC0162  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JC0162  DYNAMIC HT  -         127.899 (meters)     419.62  (feet)  COMP
 JC0162  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 JC0162
 JC0162  VERT ORDER  -  SECOND    CLASS 0
 JC0162
 JC0162.The horizontal coordinates were scaled from a topographic map and have
 JC0162.an estimated accuracy of +/- 6 seconds.
 JC0162
 JC0162.The orthometric height was determined by differential leveling
 JC0162.and adjusted by the National Geodetic Survey in June 1991..
 JC0162
 JC0162.The geoid height was determined by GEOID03.
 JC0162
 JC0162.The dynamic height is computed by dividing the NAVD 88
 JC0162.geopotential number by the normal gravity value computed on the
 JC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0162.degrees latitude (g = 980.6199 gals.).
 JC0162
 JC0162.The modeled gravity was interpolated from observed gravity values.
 JC0162
 JC0162;                    North         East    Units  Estimated Accuracy
 JC0162;SPC IL W     -   217,070.      707,980.      MT  (+/- 180 meters Scaled)
 JC0162
 JC0162                          SUPERSEDED SURVEY CONTROL
 JC0162
 JC0162  NGVD 29 (??/??/92)  128.096  (m)          420.26   (f) ADJ UNCH    2 0
 JC0162
 JC0162.Superseded values are not recommended for survey control.
 JC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0162.See file dsdata.txt to determine how the superseded data were derived.
 JC0162
 JC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC546789(NAD 83)
 JC0162_MARKER: DR = REFERENCE MARK DISK
 JC0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0162_STAMPING: HARDING NO 2 1961
 JC0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0162+STABILITY: SURFACE MOTION
 JC0162
 JC0162  HISTORY     - Date     Condition        Report By
 JC0162  HISTORY     - 1961     MONUMENTED       CGS
 JC0162
 JC0162                          STATION DESCRIPTION
 JC0162
 JC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0162'2.2 MI SE FROM WASHINGTON PARK.
 JC0162'ABOUT 0.2 MILES WEST ALONG FOREST AVENUE FROM THE CITY HALL IN
 JC0162'WASHINGTON PARK, THENCE 1.0 MILES SOUTH ALONG STATE HIGHWAY 111,
 JC0162'THENCE 1.0 MILES EAST ALONG BUNKUM ROAD, AT A CONCRETE BRIDGE
 JC0162'OVER HARDING DITCH, 47.5 FEET NORTH OF THE CENTER LINE OF THE
 JC0162'ROAD, 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE
 JC0162'OVER HARDING DITCH, 1.5 FEET SOUTHEAST OF A POWER POLE, 34.3
 JC0162'FEET WEST OF TRAVERSE STATION HARDING, 32.9 FEET WEST OF A
 JC0162'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 JC0162'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1953 ***********************************************************************
 LC1953  DESIGNATION -  HARDING RM 3
 LC1953  PID         -  LC1953
 LC1953  STATE/COUNTY-  IL/MENARD
 LC1953  USGS QUAD   -  OAKFORD (1971)
 LC1953
 LC1953                         *CURRENT SURVEY CONTROL
 LC1953  ___________________________________________________________________
 LC1953* NAD 83(1997)-  40 03 43.50012(N)    089 56 36.21968(W)     ADJUSTED  
 LC1953* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 LC1953  ___________________________________________________________________
 LC1953  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 LC1953  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LC1953
 LC1953  HORZ ORDER  -  SECOND
 LC1953
 LC1953.The horizontal coordinates were established by classical geodetic methods
 LC1953.and adjusted by the National Geodetic Survey in October 1999..
 LC1953
 LC1953.The orthometric height was scaled from a topographic map.
 LC1953
 LC1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1953
 LC1953.The geoid height was determined by GEOID03.
 LC1953
 LC1953;                    North         East     Units Scale Factor Converg.
 LC1953;SPC IL W     -   376,904.720   719,047.694   MT  0.99994564   +0 08 37.3
 LC1953;SPC IL W     - 1,236,561.57  2,359,075.64   sFT  0.99994564   +0 08 37.3
 LC1953;UTM  16      - 4,438,800.054   248,961.273   MT  1.00037588   -1 53 43.5
 LC1953;UTM  15      - 4,439,125.800   760,695.944   MT  1.00043673   +1 58 06.2
 LC1953
 LC1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1953!SPC IL W     -   0.99997580  x   0.99994564  =   0.99992145
 LC1953!UTM  16      -   0.99997580  x   1.00037588  =   1.00035167
 LC1953!UTM  15      -   0.99997580  x   1.00043673  =   1.00041252
 LC1953
 LC1953:                Primary Azimuth Mark                     Grid Az
 LC1953:SPC IL W     -  TEHERAN ATT MICROWAVE KSE 22             038 32 45.3
 LC1953:UTM  16      -  TEHERAN ATT MICROWAVE KSE 22             040 35 06.1
 LC1953:UTM  15      -  TEHERAN ATT MICROWAVE KSE 22             036 43 16.4
 LC1953
 LC1953|---------------------------------------------------------------------|
 LC1953| PID    Reference Object                     Distance      Geod. Az  |
 LC1953|                                                           dddmmss.s |
 LC1953| LC1946 TEHERAN ATT MICROWAVE KSE 22        APPROX.17.7 KM 0384122.6 |
 LC1953| CI7493 HARDING AZ MK                                      0863441.8 |
 LC1953| CI7494 HARDING AZ MK RESET                 400.606 METERS 1000547.4 |
 LC1953| CI7495 HARDING AZ MK 2                                    1002810.6 |
 LC1953| LC1948 PETERSBURG RAD STA KSI 33 MAST      APPROX. 9.1 KM 1285918.5 |
 LC1953| LC1952 HARDING RESET                        28.954 METERS 13923     |
 LC1953| KB1545 TALLULA MUNICIPAL TANK              APPROX.13.1 KM 1772752.0 |
 LC1953| CI8074 PP SE CORNER OF A BARN               20.879 METERS 29306     |
 LC1953|---------------------------------------------------------------------|
 LC1953
 LC1953                          SUPERSEDED SURVEY CONTROL
 LC1953
 LC1953  NAD 83(1997)-  40 03 43.50468(N)    089 56 36.21955(W) AD(       ) 2
 LC1953  NAD 83(1986)-  40 03 43.50966(N)    089 56 36.21114(W) AD(       ) 2
 LC1953  NAD 27      -  40 03 43.33620(N)    089 56 35.80380(W) AD(       ) 2
 LC1953
 LC1953.Superseded values are not recommended for survey control.
 LC1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1953.See file dsdata.txt to determine how the superseded data were derived.
 LC1953
 LC1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK4896138800(NAD 83)
 LC1953_MARKER: DS = TRIANGULATION STATION DISK
 LC1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1953
 LC1953  HISTORY     - Date     Condition        Report By
 LC1953  HISTORY     - 1959     MONUMENTED       CGS
 LC1953
 LC1953                          STATION DESCRIPTION
 LC1953
 LC1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1953'THE STATION IS ABOUT 16-1/2 MILES SOUTHWEST OF MASON CITY,
 LC1953'6 MILES NORTHWEST OF PETERSBURG, AND 1 MILE WEST OF ATTERBURY
 LC1953'IN SECTION 25, T. 19 N., R. 8 W., ON THE PROPERTY OF MR.
 LC1953'ERNEST HOFFMAN.  IT IS 68.5 FEET SOUTHEAST OF THE SOUTHEAST
 LC1953'CORNER OF A BARN, 40 FEET WEST OF THE CENTERLINE OF A PAVED
 LC1953'ROAD, 26 FEET SOUTHWEST OF A FENCE CORNER, 18 FEET WEST OF
 LC1953'A FENCE, AND 25 FEET SOUTHWEST OF A WITNESS POST.  THE MONUMENT
 LC1953'IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED HARDING
 LC1953'NO 3 1934 1959.
 LC1953'
 LC1953'TO REACH THE STATION FROM THE POST OFFICE IN ATTERBURY,
 LC1953'GO NORTH ON A PAVED STREET FOR 0.1 MILE TO A T-INTERSECTION.
 LC1953'TURN LEFT AND GO WEST ON A PAVED ROAD (THIS ROAD RUNS E-W JUST
 LC1953'SOUTH OF STATE HIGHWAY 97) FOR 0.75 MILE TO AZIMUTH MARK NO
 LC1953'2 ON THE RIGHT.  CONTINUE WEST ON PAVED ROAD FOR 0.25 MILE TO
 LC1953'A T-INTERSECTION.  TURN RIGHT AND GO ABOUT 200 FEET ON PAVED
 LC1953'ROAD TO BARN AND STATION ON THE LEFT.
 LC1953'
 LC1953'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ATTERBURY,
 LC1953'GO EAST ON A PAVED ROAD FOR 0.1 MILE TO A T-INTERSECTION.
 LC1953'TURN LEFT AND GO NORTH ON A PAVED ROAD (CROSSING STATE HIGHWAY
 LC1953'97) FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LC1953'
 LC1953'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTERLINE OF A
 LC1953'PAVED ROAD, 22 FEET NORTH OF A POWER POLE, AND 6 INCHES
 LC1953'WEST OF A FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 LC1953'DISK IS STAMPED HARDING 1934 AZIMUTH.
 LC1953'
 LC1953'AZIMUTH MARK NO 2 IS 21 FEET NORTH OF THE CENTERLINE OF A
 LC1953'PAVED ROAD, 11 FEET WEST OF A 36 INCH OAK TREE, AND 5 FEET
 LC1953'WEST OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 LC1953'IS STAMPED HARDING NO 2 1934 1959.
 LC1953'
 LC1953'HARDING 1934 IS 191 FEET NORTH OF THE CENTER OF A T-INTERSECTION,
 LC1953'57 FEET NORTH OF A POWER POLE, 47 FEET EAST OF A FENCE CORNER,
 LC1953'AND 21 FEET EAST OF THE CENTERLINE OF A PAVED ROAD.  THE
 LC1953'MONUMENT IS 24 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LC1953'HARDING 1934 1959.
 LC1953'
 LC1953'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1734 ***********************************************************************
 MF1734  DESIGNATION -  HARMON MUNICIPAL TANK
 MF1734  PID         -  MF1734
 MF1734  STATE/COUNTY-  IL/LEE
 MF1734  USGS QUAD   -  HARMON (1982)
 MF1734
 MF1734                         *CURRENT SURVEY CONTROL
 MF1734  ___________________________________________________________________
 MF1734* NAD 83(1997)-  41 43 14.98630(N)    089 33 17.94396(W)     ADJUSTED  
 MF1734* NAVD 88     -                                                        
 MF1734  ___________________________________________________________________
 MF1734  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 MF1734  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1734
 MF1734  HORZ ORDER  -  THIRD
 MF1734
 MF1734.The horizontal coordinates were established by classical geodetic methods
 MF1734.and adjusted by the National Geodetic Survey in October 1999..
 MF1734
 MF1734
 MF1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1734
 MF1734.The geoid height was determined by GEOID03.
 MF1734
 MF1734;                    North         East     Units Scale Factor Converg.
 MF1734;SPC IL W     -   561,257.589   750,896.362   MT  0.99997304   +0 24 25.5
 MF1734;SPC IL W     - 1,841,392.61  2,463,565.81   sFT  0.99997304   +0 24 25.5
 MF1734;UTM  16      - 4,621,935.679   287,471.750   MT  1.00015586   -1 42 03.5
 MF1734
 MF1734                          SUPERSEDED SURVEY CONTROL
 MF1734
 MF1734  NAD 83(1997)-  41 43 14.98631(N)    089 33 17.94395(W) AD(       ) 4
 MF1734  NAD 83(1986)-  41 43 14.99076(N)    089 33 17.94885(W) AD(       ) 4
 MF1734  NAD 27      -  41 43 14.86500(N)    089 33 17.58100(W) AD(       ) 3
 MF1734
 MF1734.Superseded values are not recommended for survey control.
 MF1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1734.See file dsdata.txt to determine how the superseded data were derived.
 MF1734
 MF1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8747221936(NAD 83)
 MF1734_MARKER: 53 = ELEVATED TANK
 MF1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1734+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003
 MF1734
 MF1734  HISTORY     - Date     Condition        Report By
 MF1734  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1734  HISTORY     - 19950802 GOOD             USPSQD
 MF1734  HISTORY     - 20020128 GOOD             NGS
 MF1734  HISTORY     - 20030605 GOOD             USPSQD
 MF1734
 MF1734                          STATION DESCRIPTION
 MF1734
 MF1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1734'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 MF1734'TANK LOCATED IN THE SMALL SETTLEMENT OF HARMON, ABOUT 100
 MF1734'FEET EAST OF THE RAILROAD STATION.  IT IS A STEEL TANK SUPPORTED
 MF1734'BY A FOUR-LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF
 MF1734'75 FEET.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM WITH BLACK
 MF1734'LETTERING HARMON ON THE NORTH AND SOUTH SIDES OF THE TANK.
 MF1734
 MF1734                          STATION RECOVERY (1995)
 MF1734
 MF1734'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1734'RECOVERED IN GOOD CONDITION.
 MF1734
 MF1734                          STATION RECOVERY (2002)
 MF1734
 MF1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1734'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1734
 MF1734                          STATION RECOVERY (2003)
 MF1734
 MF1734'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1734'THE TANK IS NOW LIGHT BLUE IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1613 ***********************************************************************
 MF1613  DESIGNATION -  HARMONY
 MF1613  PID         -  MF1613
 MF1613  STATE/COUNTY-  IL/OGLE
 MF1613  USGS QUAD   -  GRAND DETOUR (1983)
 MF1613
 MF1613                         *CURRENT SURVEY CONTROL
 MF1613  ___________________________________________________________________
 MF1613* NAD 83(1997)-  41 58 26.69274(N)    089 24 21.18402(W)     ADJUSTED  
 MF1613* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 MF1613  ___________________________________________________________________
 MF1613  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 MF1613  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MF1613
 MF1613  HORZ ORDER  -  THIRD
 MF1613
 MF1613.The horizontal coordinates were established by classical geodetic methods
 MF1613.and adjusted by the National Geodetic Survey in October 1999..
 MF1613
 MF1613.The orthometric height was scaled from a topographic map.
 MF1613
 MF1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1613
 MF1613.The geoid height was determined by GEOID03.
 MF1613
 MF1613;                    North         East     Units Scale Factor Converg.
 MF1613;SPC IL W     -   589,483.861   763,053.448   MT  0.99999008   +0 30 31.8
 MF1613;SPC IL W     - 1,933,998.30  2,503,451.19   sFT  0.99999008   +0 30 31.8
 MF1613;UTM  16      - 4,649,698.377   300,663.255   MT  1.00008896   -1 36 34.5
 MF1613
 MF1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1613!SPC IL W     -   0.99996172  x   0.99999008  =   0.99995180
 MF1613!UTM  16      -   0.99996172  x   1.00008896  =   1.00005068
 MF1613
 MF1613|---------------------------------------------------------------------|
 MF1613| PID    Reference Object                     Distance      Geod. Az  |
 MF1613|                                                           dddmmss.s |
 MF1613| CI7501 HARMONY RM 1                         17.109 METERS 00347     |
 MF1613| NH1506 THOMAS                              APPROX. 7.0 KM 0152341.1 |
 MF1613| CI7502 HARMONY RM 2                         17.727 METERS 09305     |
 MF1613| CI7500 HARMONY AZ MK                                      2760822.2 |
 MF1613|---------------------------------------------------------------------|
 MF1613
 MF1613                          SUPERSEDED SURVEY CONTROL
 MF1613
 MF1613  NAD 83(1997)-  41 58 26.69304(N)    089 24 21.18474(W) AD(       ) 3
 MF1613  NAD 83(1986)-  41 58 26.69435(N)    089 24 21.18848(W) AD(       ) 3
 MF1613  NAD 27      -  41 58 26.58020(N)    089 24 20.80260(W) AD(       ) 3
 MF1613
 MF1613.Superseded values are not recommended for survey control.
 MF1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1613.See file dsdata.txt to determine how the superseded data were derived.
 MF1613
 MF1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0066349698(NAD 83)
 MF1613_MARKER: DS = TRIANGULATION STATION DISK
 MF1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1613+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2003
 MF1613
 MF1613  HISTORY     - Date     Condition        Report By
 MF1613  HISTORY     - 1954     MONUMENTED       CGS
 MF1613  HISTORY     - 19960512 GOOD             USPSQD
 MF1613  HISTORY     - 20010813 MARK NOT FOUND   USPSQD
 MF1613  HISTORY     - 20030131 GOOD             ILDT
 MF1613  HISTORY     - 20041117 GOOD             USPSQD
 MF1613
 MF1613                          STATION DESCRIPTION
 MF1613
 MF1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1613'STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF OREGON ALONG
 MF1613'THE SOUTH SIDE OF A GRAVEL ROAD AND ON HIGHWAY PROPERTY.  IT
 MF1613'IS 116 FEET SOUTHWEST OF THE INTERSECTION OF A PAVED ROAD
 MF1613'AND GRAVEL ROAD WEST, 44 FEET EAST OF A POWER LINE POLE, 28
 MF1613'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 7 FEET WEST OF A
 MF1613'WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.  THE
 MF1613'MARK IS FLUSH AND THE DISK IS STAMPED HARMONY 1954.
 MF1613'
 MF1613'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF THE
 MF1613'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS
 MF1613'FLUSH AND THE DISK IS STAMPED HARMONY NO 1 1954.
 MF1613'
 MF1613'REFERENCE MARK NO. 2 IS 52 FEET WEST OF THE CENTER OF A PAVED
 MF1613'ROAD, 29 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 20 FEET
 MF1613'WEST OF A POWER LINE POLE AND 1 FOOT NORTH OF A FENCE LINE.
 MF1613'THE MARK IS FLUSH AND THE DISK IS STAMPED HARMONY NO 2 1954.
 MF1613'
 MF1613'AZIMUTH MARK IS 49 FEET WEST OF A TELEPHONE POLE, 27 FEET
 MF1613'NORTH OF THE CENTER OF THE GRAVEL ROAD, 3 FEET EAST OF A WHITE
 MF1613'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS
 MF1613'FLUSH AND THE DISK IS STAMPED HARMONY 1954.
 MF1613'
 MF1613'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 MF1613'AND 64 AT THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 MF1613'OREGON, GO SOUTH AND WEST ON STATE HIGHWAY 2 FOR 5.0 MILES
 MF1613'TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND GO WEST UP HILL
 MF1613'ON GRAVEL ROAD FOR 1.3 MILES TO A PAVED T ROAD, TURN RIGHT
 MF1613'AND GO NORTH ON PAVED ROAD FOR 0.45 MILE TO SIDE ROAD LEFT
 MF1613'AND THE STATION ON THE LEFT AS DESCRIBED.
 MF1613'
 MF1613'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON GRAVEL
 MF1613'ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MF1613'
 MF1613'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1613
 MF1613                          STATION RECOVERY (1996)
 MF1613
 MF1613'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1613'RECOVERED IN GOOD CONDITION.
 MF1613
 MF1613                          STATION RECOVERY (2001)
 MF1613
 MF1613'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1613'RM 2 WAS NOT FOUND. RM 1 AND THE AZIMUTH WERE FOUND AS DESCRIBED AND
 MF1613'IN GOOD CONDITION.
 MF1613
 MF1613                          STATION RECOVERY (2003)
 MF1613
 MF1613'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (MB)
 MF1613'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED
 MF1613
 MF1613                          STATION RECOVERY (2004)
 MF1613
 MF1613'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1613'RM 1, RM 2 AND THE AZIMUTH WERE FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2947 ***********************************************************************
 AJ2947  DESIGNATION -  HARMONY
 AJ2947  PID         -  AJ2947
 AJ2947  STATE/COUNTY-  IL/MCHENRY
 AJ2947  USGS QUAD   -  RILEY (1978)
 AJ2947
 AJ2947                         *CURRENT SURVEY CONTROL
 AJ2947  ___________________________________________________________________
 AJ2947* NAD 83(1997)-  42 10 56.40237(N)    088 40 51.86058(W)     ADJUSTED  
 AJ2947* NAVD 88     -       251.2    (meters)     824.     (feet)  GPS OBS   
 AJ2947  ___________________________________________________________________
 AJ2947  X           -     108,955.742 (meters)                     COMP
 AJ2947  Y           -  -4,732,330.535 (meters)                     COMP
 AJ2947  Z           -   4,260,779.190 (meters)                     COMP
 AJ2947  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AJ2947  ELLIP HEIGHT-         217.74  (meters)          (02/03/05) GPS OBS
 AJ2947  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AJ2947
 AJ2947  HORZ ORDER  -  FIRST
 AJ2947  ELLP ORDER  -  FOURTH    CLASS II
 AJ2947
 AJ2947.The horizontal coordinates were established by GPS observations
 AJ2947.and adjusted by the National Geodetic Survey in April 2001..
 AJ2947
 AJ2947.The orthometric height was determined by GPS observations and a
 AJ2947.high-resolution geoid model.
 AJ2947
 AJ2947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2947
 AJ2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2947
 AJ2947.The ellipsoidal height was determined by GPS observations
 AJ2947.and is referenced to NAD 83.
 AJ2947
 AJ2947.The geoid height was determined by GEOID03.
 AJ2947
 AJ2947;                    North         East     Units Scale Factor Converg.
 AJ2947;SPC IL E     -   612,413.399   271,272.649   MT  0.99998515   -0 14 00.6
 AJ2947;SPC IL E     - 2,009,226.29    890,000.35   sFT  0.99998515   -0 14 00.6
 AJ2947;UTM  16      - 4,671,388.649   361,173.744   MT  0.99983714   -1 07 44.4
 AJ2947
 AJ2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2947!SPC IL E     -   0.99996585  x   0.99998515  =   0.99995100
 AJ2947!UTM  16      -   0.99996585  x   0.99983714  =   0.99980300
 AJ2947
 AJ2947                          SUPERSEDED SURVEY CONTROL
 AJ2947
 AJ2947  ELLIP H (04/24/01)  217.78   (m)                       GP(       ) 4 1
 AJ2947
 AJ2947.Superseded values are not recommended for survey control.
 AJ2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2947.See file dsdata.txt to determine how the superseded data were derived.
 AJ2947
 AJ2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6117471389(NAD 83)
 AJ2947_MARKER: I = METAL ROD
 AJ2947_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2947_STAMPING: HARMONY
 AJ2947_MARK LOGO: IL-111
 AJ2947_PROJECTION: FLUSH
 AJ2947_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2947+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2000
 AJ2947_ROD/PIPE-DEPTH:  4.9 meters
 AJ2947_SLEEVE-DEPTH  :  0.9 meters
 AJ2947
 AJ2947  HISTORY     - Date     Condition        Report By
 AJ2947  HISTORY     - 20000728 MONUMENTED       SECI
 AJ2947
 AJ2947                          STATION DESCRIPTION
 AJ2947
 AJ2947'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2947'STATION IS LOCATED APPROXIMATELY 6.0 MI SOUTHWEST OF MARENGO, 1.2
 AJ2947'MI EAST OF BOONE/MCHENRY COUNTY LINE IN SECTION 29, T43N, R5E.  TO
 AJ2947'REACH FROM THE JUNCTION OF IL RT 23 AND HARMONY RD PROCEED WEST
 AJ2947'ON HARMONY RD 3.25 MI TO THE STATION LOCATED 30.6 FT SOUTH OF
 AJ2947'CENTERLINE OF HARMONY RD.  STATION IS LOCATED 0.25 MI EAST OF
 AJ2947'MCKEOWN RD, 310 FT WEST OF AGGREGATE DRIVEWAY ADDRESS 24707, 53
 AJ2947'FT WEST OF AGGREGATE FIELD ENTRANCE, 177 FT SOUTHWEST OF
 AJ2947'POWERPOLE (PP), 63.4 FT SOUTH OF PP, 180 FT SOUTHEAST OF PP, AND 42 FT
 AJ2947'WEST OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM
 AJ2947'POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.3 FT BELOW CAP.  PK
 AJ2947'NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2947' 
 AJ2947'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1937 ***********************************************************************
 ME1937  DESIGNATION -  HARMS 2
 ME1937  PID         -  ME1937
 ME1937  STATE/COUNTY-  IL/COOK
 ME1937  USGS QUAD   -  TINLEY PARK (1993)
 ME1937
 ME1937                         *CURRENT SURVEY CONTROL
 ME1937  ___________________________________________________________________
 ME1937* NAD 83(1997)-  41 31 39.98329(N)    087 45 05.35829(W)     ADJUSTED  
 ME1937* NAVD 88     -       213.92   (meters)     701.8    (feet)  RESET     
 ME1937  ___________________________________________________________________
 ME1937  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 ME1937  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME1937
 ME1937  HORZ ORDER  -  SECOND
 ME1937  VERT ORDER  -  THIRD
 ME1937
 ME1937.The horizontal coordinates were established by classical geodetic methods
 ME1937.and adjusted by the National Geodetic Survey in October 1999..
 ME1937
 ME1937.The orthometric height was computed from unverified reset data.
 ME1937.No vertical observational check was made to the station.
 ME1937
 ME1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1937
 ME1937.The geoid height was determined by GEOID03.
 ME1937
 ME1937;                    North         East     Units Scale Factor Converg.
 ME1937;SPC IL E     -   539,817.768   348,559.948   MT  1.00000401   +0 23 08.7
 ME1937;SPC IL E     - 1,771,052.13  1,143,567.10   sFT  1.00000401   +0 23 08.7
 ME1937;UTM  16      - 4,597,620.174   437,305.279   MT  0.99964837   -0 29 53.7
 ME1937
 ME1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1937!SPC IL E     -   0.99997167  x   1.00000401  =   0.99997568
 ME1937!UTM  16      -   0.99997167  x   0.99964837  =   0.99962005
 ME1937
 ME1937:                Primary Azimuth Mark                     Grid Az
 ME1937:SPC IL E     -  RICH TWP MICROWAVE KSA 46 LT             081 03 23.8
 ME1937:UTM  16      -  RICH TWP MICROWAVE KSA 46 LT             081 56 26.2
 ME1937
 ME1937|---------------------------------------------------------------------|
 ME1937| PID    Reference Object                     Distance      Geod. Az  |
 ME1937|                                                           dddmmss.s |
 ME1937| ME2933 RICH TWP MICROWAVE KSA 46 LT        APPROX. 3.9 KM 0812632.5 |
 ME1937| CM3627 HARMS AZ MK 2                                      0953435.5 |
 ME1937| ME2083 HARMS 2 RM 4                          5.205 METERS 09545     |
 ME1937| ME2082 HARMS 2 RM 5                          5.885 METERS 27626     |
 ME1937| ME1940 HARMS RM 3                           41.950 METERS 27757     |
 ME1937| ME1936 HARMS                                24.281 METERS 29023     |
 ME1937| ME1939 HARMS RM 2                           12.218 METERS 32246     |
 ME1937|---------------------------------------------------------------------|
 ME1937
 ME1937                          SUPERSEDED SURVEY CONTROL
 ME1937
 ME1937  NAD 83(1997)-  41 31 39.98330(N)    087 45 05.35836(W) AD(       ) 2
 ME1937  NAD 83(1997)-  41 31 39.98776(N)    087 45 05.36645(W) AD(       ) 2
 ME1937  NAD 83(1986)-  41 31 39.98753(N)    087 45 05.36641(W) AD(       ) 2
 ME1937  NAD 27      -  41 31 39.86095(N)    087 45 05.19302(W) AD(       ) 2
 ME1937  NGVD 29 (??/??/??)  214.01   (m)          702.1    (f) RESET       3  
 ME1937
 ME1937.Superseded values are not recommended for survey control.
 ME1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1937.See file dsdata.txt to determine how the superseded data were derived.
 ME1937
 ME1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3730597620(NAD 83)
 ME1937_MARKER: DS = TRIANGULATION STATION DISK
 ME1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1937_STAMPING: HARMS 2 1971
 ME1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1937+STABILITY: SURFACE MOTION
 ME1937
 ME1937  HISTORY     - Date     Condition        Report By
 ME1937  HISTORY     - 1971     MONUMENTED       NGS
 ME1937  HISTORY     - 1976     GOOD             ILHD
 ME1937  HISTORY     - 1978     GOOD             NGS
 ME1937  HISTORY     - 1978     GOOD             NGS
 ME1937  HISTORY     - 1989     GOOD             USPSQD
 ME1937
 ME1937                          STATION DESCRIPTION
 ME1937
 ME1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 ME1937'2.5 MI NW FROM MATTESON.
 ME1937'1.6 MILES NORTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION WITH
 ME1937'U.S. HIGHWAY 30, THENCE WEST ON VOLLMER RD. 0.55 MILE TO OVERPASS
 ME1937'OF INTERSTATE HIGHWAY 57, THENCE WEST 0.45 MILE TO MARK ON LEFT,
 ME1937'62 FEET SOUTH OF THE CENTERLINE OF VOLLMER RD., 70 FEET EAST
 ME1937'OF CENTERLINE OF STREET SOUTH TO SUB-DIVISION, 2 FEET NORTH OF A
 ME1937'WOVEN WIRE FENCE, 1 FOOT WEST OF A METAL WITNESS POST AND 104 FEET
 ME1937'EAST OF THE EXTENDED CENTERLINE OF A PAVED ROAD NORTH, SET IN
 ME1937'THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.
 ME1937
 ME1937                          STATION RECOVERY (1976)
 ME1937
 ME1937'RECOVERY NOTE BY IL HIGHWAY DEPT 1976 (RIL)
 ME1937'HARM 2 1971 RECOVERED GOOD.
 ME1937'
 ME1937'HARMS NO 2 1959 RECOVERED GOOD.
 ME1937'
 ME1937'HARMS 1959 NO 3 1968 RECOVERED POOR.
 ME1937'
 ME1937'HARMS 1959 1968 RECOVERED GOOD.
 ME1937'
 ME1937'IN STA. DESCRIPTION.  2 FEET N. OF CYCLONE FENCE, SHOULD BE ADDED.
 ME1937'
 ME1937'THE ARROW ON REF. NO. 2 IS POINTED TO REF. NO. 3 AND THE DISK ON
 ME1937'REF. NO. 3 HAS BEEN CUT OFF.
 ME1937'
 ME1937'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI. N.W. OF
 ME1937'MATTESON.
 ME1937
 ME1937                          STATION RECOVERY (1978)
 ME1937
 ME1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ME1937'STATION MARK AND AZIMUTH MARK FOUND IN GOOD CONDITION.  REFERENCE
 ME1937'MARKS 2 AND 3 NOT FOUND AND ASSUMED DESTROYED.  REFERENCE MARKS 4 AND
 ME1937'5 WERE ESTABLISHED.  THIS PARTY HAD NO INFORMATION ON STATION HARMS
 ME1937'2 1971 AND COULD NOT CHECK THE AZIMUTH MARK.  THE PREVIOUS DESCRIPTION
 ME1937'AND TO REACH ARE ADEQUATE TO RECOVER THE STATION.
 ME1937'
 ME1937'REFERENCE MARK 4 IS 61 FEET S OF THE CENTERLINE OF VOLLMER ROAD, 21
 ME1937'FEET N OF A SERVICE ROAD AND 1.0 FOOT N OF A MESH WIRE FENCE AND
 ME1937'METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK STAMPED HARMS 2
 ME1937'1971 NO 4 1978.
 ME1937'
 ME1937'REFERENCE MARK 5 IS 60 FEET S OF CENTERLINE OF THE ROAD, 54 FEET
 ME1937'E OF CENTERLINE OF CENTRAL AVENUE, 22 FEET N OF CENTERLINE OF
 ME1937'SERVICE ROAD, 2.5 FEET N OF THE FENCE AND 1 FOOT E OF A METAL
 ME1937'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK STAMPED HARMS
 ME1937'2 1971 NO 5 1978.
 ME1937
 ME1937                          STATION RECOVERY (1978)
 ME1937
 ME1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 ME1937'RECOVERED IN GOOD CONDITION.
 ME1937
 ME1937                          STATION RECOVERY (1989)
 ME1937
 ME1937'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 ME1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1941 ***********************************************************************
 ME1941  DESIGNATION -  HARMS AZ MK
 ME1941  PID         -  ME1941
 ME1941  STATE/COUNTY-  IL/COOK
 ME1941  USGS QUAD   -  TINLEY PARK (1993)
 ME1941
 ME1941                         *CURRENT SURVEY CONTROL
 ME1941  ___________________________________________________________________
 ME1941* NAD 83(1986)-  41 31 50.     (N)    087 45 06.     (W)     SCALED    
 ME1941* NAVD 88     -       213.788  (meters)     701.40   (feet)  ADJUSTED  
 ME1941  ___________________________________________________________________
 ME1941  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME1941  DYNAMIC HT  -         213.705 (meters)     701.13  (feet)  COMP
 ME1941  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 ME1941
 ME1941  VERT ORDER  -  SECOND    CLASS 0
 ME1941
 ME1941.The horizontal coordinates were scaled from a topographic map and have
 ME1941.an estimated accuracy of +/- 6 seconds.
 ME1941
 ME1941.The orthometric height was determined by differential leveling
 ME1941.and adjusted by the National Geodetic Survey in June 1991..
 ME1941
 ME1941.The geoid height was determined by GEOID03.
 ME1941
 ME1941.The dynamic height is computed by dividing the NAVD 88
 ME1941.geopotential number by the normal gravity value computed on the
 ME1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1941.degrees latitude (g = 980.6199 gals.).
 ME1941
 ME1941.The modeled gravity was interpolated from observed gravity values.
 ME1941
 ME1941;                    North         East    Units  Estimated Accuracy
 ME1941;SPC IL E     -   540,130.      348,540.      MT  (+/- 180 meters Scaled)
 ME1941
 ME1941                          SUPERSEDED SURVEY CONTROL
 ME1941
 ME1941  NGVD 29 (??/??/92)  213.88   (m)          701.7    (f) COMPUTED    2 0
 ME1941
 ME1941.Superseded values are not recommended for survey control.
 ME1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1941.See file dsdata.txt to determine how the superseded data were derived.
 ME1941
 ME1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL372979(NAD 83)
 ME1941_MARKER: DZ = AZIMUTH MARK DISK
 ME1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1941_STAMPING: HARMS 1959
 ME1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1941+STABILITY: SURFACE MOTION
 ME1941
 ME1941  HISTORY     - Date     Condition        Report By
 ME1941  HISTORY     - 1959     MONUMENTED       CGS
 ME1941  HISTORY     - 1978     GOOD             NGS
 ME1941
 ME1941                          STATION DESCRIPTION
 ME1941
 ME1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1941'2.8 MI NW FROM MATTESON.
 ME1941'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION
 ME1941'WITH U.S. HIGHWAY 30 IN THE NORTHWEST PART OF MATTESON, THENCE
 ME1941'1.0 MILES WEST ALONG AN ASPHALT ROAD, THENCE 0.2 MILES NORTH
 ME1941'ALONG AN ASPHALT ROAD, AT THE INSIDE OF A CURVE WITH TANGENTS
 ME1941'EXTENDING TO THE SOUTH-SOUTHWEST AND NORTH, 26 1/2 FEET
 ME1941'WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 ME1941'EAST-SOUTHEAST OF A FENCE, 57 FEET SOUTH-SOUTHWEST OF A POWER
 ME1941'POLE, 53 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 1.6 FEET SOUTH
 ME1941'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD
 ME1941'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 ME1941
 ME1941                          STATION RECOVERY (1978)
 ME1941
 ME1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 ME1941'RECOVERED AS DESCRIBED NOTE. IN QUAD. 410874 DATED MAY 1972 THE AZ
 ME1941'MARK WAS REPORTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1805 ***********************************************************************
 HB1805  DESIGNATION -  HARPORT
 HB1805  PID         -  HB1805
 HB1805  STATE/COUNTY-  IL/SALINE
 HB1805  USGS QUAD   -  GALATIA (1976)
 HB1805
 HB1805                         *CURRENT SURVEY CONTROL
 HB1805  ___________________________________________________________________
 HB1805* NAD 83(1997)-  37 48 46.73931(N)    088 32 55.49543(W)     ADJUSTED  
 HB1805* NAVD 88     -       118.3    (meters)     388.     (feet)  VERTCON   
 HB1805  ___________________________________________________________________
 HB1805  X           -     127,778.106 (meters)                     COMP
 HB1805  Y           -  -5,043,634.158 (meters)                     COMP
 HB1805  Z           -   3,889,120.081 (meters)                     COMP
 HB1805  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HB1805  ELLIP HEIGHT-          88.69  (meters)          (10/21/99) GPS OBS
 HB1805  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HB1805
 HB1805  HORZ ORDER  -  FIRST
 HB1805  ELLP ORDER  -  FOURTH    CLASS I
 HB1805
 HB1805.This mark is at Harrisburg-Raleigh Airport (HSB)
 HB1805
 HB1805.The horizontal coordinates were established by GPS observations
 HB1805.and adjusted by the National Geodetic Survey in October 1999..
 HB1805
 HB1805.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1805
 HB1805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1805
 HB1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1805
 HB1805.The ellipsoidal height was determined by GPS observations
 HB1805.and is referenced to NAD 83.
 HB1805
 HB1805.The geoid height was determined by GEOID03.
 HB1805
 HB1805;                    North         East     Units Scale Factor Converg.
 HB1805;SPC IL E     -   127,239.350   281,032.051   MT  0.99997943   -0 07 55.4
 HB1805;SPC IL E     -   417,451.10    922,019.32   sFT  0.99997943   -0 07 55.4
 HB1805;UTM  16      - 4,186,195.197   363,675.248   MT  0.99982890   -0 56 58.8
 HB1805
 HB1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1805!SPC IL E     -   0.99998608  x   0.99997943  =   0.99996551
 HB1805!UTM  16      -   0.99998608  x   0.99982890  =   0.99981499
 HB1805
 HB1805:                Primary Azimuth Mark                     Grid Az
 HB1805:SPC IL E     -  HARPORT AZ MK                            062 33 31.1
 HB1805:UTM  16      -  HARPORT AZ MK                            063 22 34.5
 HB1805
 HB1805|---------------------------------------------------------------------|
 HB1805| PID    Reference Object                     Distance      Geod. Az  |
 HB1805|                                                           dddmmss.s |
 HB1805| HB1806 HARPORT AZ MK                       458.524 METERS 0622535.7 |
 HB1805|---------------------------------------------------------------------|
 HB1805
 HB1805                          SUPERSEDED SURVEY CONTROL
 HB1805
 HB1805  NAD 83(1997)-  37 48 46.74422(N)    088 32 55.49549(W) AD(       ) 1
 HB1805  NAD 83(1986)-  37 48 46.75007(N)    088 32 55.49586(W) AD(       ) 1
 HB1805  NGVD 29 (06/25/91)  118.4    (m)          388.     (f) GPS OBS        
 HB1805
 HB1805.Superseded values are not recommended for survey control.
 HB1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1805.See file dsdata.txt to determine how the superseded data were derived.
 HB1805
 HB1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6367586195(NAD 83)
 HB1805_MARKER: I = METAL ROD
 HB1805_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1805_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1805_STAMPING: HARPORT 1990
 HB1805_MARK LOGO: NGS   
 HB1805_PROJECTION: FLUSH
 HB1805_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1805+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HB1805_ROD/PIPE-DEPTH: 7.3  meters
 HB1805_SLEEVE-DEPTH  : 1.0 meters
 HB1805
 HB1805  HISTORY     - Date     Condition        Report By
 HB1805  HISTORY     - 1990     MONUMENTED       NGS
 HB1805
 HB1805                          STATION DESCRIPTION
 HB1805
 HB1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HB1805'STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTH OF HARRISBURG, 2 KM
 HB1805'(1.2 MI) SOUTHWEST OF RALEIGH, AT THE HARRISBURG-RALEIGH AIRPORT, AT
 HB1805'THE JUNCTION OF RUNWAY 6-24 AND A TAXI, IN T 8 S, R 6 E, NORTHEAST
 HB1805'1/4 OF SECTION 21.  OWNERSHIP--HARRISBURG-RALEIGH AIRPORT, RR 1,
 HB1805'RALEIGH, IL 62977.  AIRPORT MANAGERS ARE BRUCE AND JERRY LYON, PHONE
 HB1805'618-253-7806.
 HB1805'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 34 IN HARRISBURG,
 HB1805'GO NORTH ON HIGHWAY 34 FOR 8.17 KM (5.08 MI) TO THE AIRPORT ENTRANCE
 HB1805'ON THE LEFT.  TURN LEFT, WEST, FOR 0.62 KM (0.39 MI) TO THE AIRPORT
 HB1805'BUILDINGS AND A GATE ON THE LEFT. BEAR LEFT, SOUTHWEST, THROUGH GATE
 HB1805'FOR 0.12 KM (0.07 MI) TO THE APRON.  TURN RIGHT, NORTHERLY, ON APRON,
 HB1805'THEN TAXI FOR 0.26 KM (0.16 MI) TO RUNWAY 6-24 AND THE STATION ABOUT
 HB1805'50 M (164.0 FT) TO THE LEFT, IN LARGE GRASS AREA.
 HB1805'STATION IS 29.2 M (95.8 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY,
 HB1805'56.5 M (185.4 FT) SOUTHWEST OF CENTERLINE OF TAXI APPROACH, 23.7 M
 HB1805'(77.8 FT) EAST-SOUTHEAST OF A RUNWAY LIGHT, AT A FLAGGED WOODEN
 HB1805'STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1806 ***********************************************************************
 HB1806  DESIGNATION -  HARPORT AZ MK
 HB1806  PID         -  HB1806
 HB1806  STATE/COUNTY-  IL/SALINE
 HB1806  USGS QUAD   -  GALATIA (1976)
 HB1806
 HB1806                         *CURRENT SURVEY CONTROL
 HB1806  ___________________________________________________________________
 HB1806* NAD 83(1997)-  37 48 53.62301(N)    088 32 38.87812(W)     ADJUSTED  
 HB1806* NAVD 88     -       120.1    (meters)     394.     (feet)  VERTCON   
 HB1806  ___________________________________________________________________
 HB1806  X           -     128,181.166 (meters)                     COMP
 HB1806  Y           -  -5,043,495.173 (meters)                     COMP
 HB1806  Z           -   3,889,288.841 (meters)                     COMP
 HB1806  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HB1806  ELLIP HEIGHT-          90.47  (meters)          (10/21/99) GPS OBS
 HB1806  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HB1806
 HB1806  HORZ ORDER  -  FIRST
 HB1806  ELLP ORDER  -  FOURTH    CLASS I
 HB1806
 HB1806.This mark is at Harrisburg-Raleigh Airport (HSB)
 HB1806
 HB1806.The horizontal coordinates were established by GPS observations
 HB1806.and adjusted by the National Geodetic Survey in October 1999..
 HB1806
 HB1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1806
 HB1806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1806
 HB1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1806
 HB1806.The ellipsoidal height was determined by GPS observations
 HB1806.and is referenced to NAD 83.
 HB1806
 HB1806.The geoid height was determined by GEOID03.
 HB1806
 HB1806;                    North         East     Units Scale Factor Converg.
 HB1806;SPC IL E     -   127,450.653   281,438.975   MT  0.99997924   -0 07 45.3
 HB1806;SPC IL E     -   418,144.35    923,354.37   sFT  0.99997924   -0 07 45.3
 HB1806;UTM  16      - 4,186,400.640   364,085.084   MT  0.99982753   -0 56 48.7
 HB1806
 HB1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1806!SPC IL E     -   0.99998580  x   0.99997924  =   0.99996504
 HB1806!UTM  16      -   0.99998580  x   0.99982753  =   0.99981334
 HB1806
 HB1806:                Primary Azimuth Mark                     Grid Az
 HB1806:SPC IL E     -  HARPORT                                  242 33 31.2
 HB1806:UTM  16      -  HARPORT                                  243 22 34.6
 HB1806
 HB1806|---------------------------------------------------------------------|
 HB1806| PID    Reference Object                     Distance      Geod. Az  |
 HB1806|                                                           dddmmss.s |
 HB1806| HB1805 HARPORT                             458.524 METERS 2422545.9 |
 HB1806|---------------------------------------------------------------------|
 HB1806
 HB1806                          SUPERSEDED SURVEY CONTROL
 HB1806
 HB1806  NAD 83(1997)-  37 48 53.62792(N)    088 32 38.87818(W) AD(       ) 1
 HB1806  NAD 83(1986)-  37 48 53.63378(N)    088 32 38.87856(W) AD(       ) 1
 HB1806  NGVD 29 (06/25/91)  120.2    (m)          394.     (f) GPS OBS        
 HB1806
 HB1806.Superseded values are not recommended for survey control.
 HB1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1806.See file dsdata.txt to determine how the superseded data were derived.
 HB1806
 HB1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6408586401(NAD 83)
 HB1806_MARKER: I = METAL ROD
 HB1806_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1806_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1806_STAMPING: HARPORT AZ MK 1990
 HB1806_MARK LOGO: NGS   
 HB1806_PROJECTION: FLUSH
 HB1806_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1806+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HB1806_ROD/PIPE-DEPTH: 7.3  meters
 HB1806_SLEEVE-DEPTH  : 1.0 meters
 HB1806
 HB1806  HISTORY     - Date     Condition        Report By
 HB1806  HISTORY     - 1990     MONUMENTED       NGS
 HB1806
 HB1806                          STATION DESCRIPTION
 HB1806
 HB1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HB1806'STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTH OF HARRISBURG, 1.7 KM
 HB1806'(1.1 MI) SOUTHWEST OF RALEIGH, AT THE HARRISBURG-RALEIGH AIRPORT, IN
 HB1806'THE CUP AT THE END OF RUNWAY 24, IN T 8 S, R 6 E, NORTHEAST 1/4 OF
 HB1806'SECTION 21.  OWNERSHIP--HARRISBURG-RALEIGH AIRPORT, RR 1, RALEIGH, IL
 HB1806'62977.  AIRPORT MANAGERS ARE BRUCE AND GERY LYON, PHONE 618-253-7806,
 HB1806'(AIRPORT), 985-8349 (RESIDENCE.
 HB1806'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 34 IN HARRISBURG,
 HB1806'GO NORTH ON HIGHWAY 34 FOR 8.17 KM (5.08 MI) TO THE AIRPORT ENTRANCE
 HB1806'ON THE LEFT.  TURN LEFT, WEST, FOR 0.62 KM (0.39 MI) TO THE AIRPORT
 HB1806'BUILDINGS AND A GATE ON THE LEFT. BEAR LEFT, SOUTHWEST, THROUGH GATE
 HB1806'FOR 0.12 KM (0.07 MI) TO THE APRON.  TURN RIGHT, NORTHERLY, ON APRON,
 HB1806'THEN TAXI FOR 0.26 KM (0.16 MI) TO RUNWAY 6-24. TURN RIGHT,
 HB1806'NORTHEAST, ALONGSIDE RUNWAY FOR 0.40 KM (0.25 MI) TO THE FAR END OF
 HB1806'THE CUP AND THE STATION.
 HB1806'STATION IS 18.5 M (60.7 FT) SOUTHWEST OF THE CENTERLINE OF THE TAXI
 HB1806'APPROACH, 23.9 M (78.4 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY,
 HB1806'35.1 M (115.2 FT) SOUTH OF A PK NAIL LOCATED AT THE CENTERLINE AND
 HB1806'EXTREME END OF ASPHALT SURFACE, 8.8 M (28.9 FT) EAST-SOUTHEAST OF A
 HB1806'RUNWAY LIGHT, AT A FLAGGED WOODEN STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0487 ***********************************************************************
 LC0487  DESIGNATION -  HARRAS
 LC0487  PID         -  LC0487
 LC0487  STATE/COUNTY-  IL/DE WITT
 LC0487  USGS QUAD   -  CLINTON (1979)
 LC0487
 LC0487                         *CURRENT SURVEY CONTROL
 LC0487  ___________________________________________________________________
 LC0487* NAD 83(1997)-  40 10 45.71221(N)    088 57 24.01601(W)     ADJUSTED  
 LC0487* NAVD 88     -       225.338  (meters)     739.30   (feet)  ADJUSTED  
 LC0487  ___________________________________________________________________
 LC0487  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 LC0487  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC0487  DYNAMIC HT  -         225.224 (meters)     738.92  (feet)  COMP
 LC0487  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 LC0487
 LC0487  HORZ ORDER  -  SECOND
 LC0487  VERT ORDER  -  FIRST     CLASS I
 LC0487
 LC0487.The horizontal coordinates were established by classical geodetic methods
 LC0487.and adjusted by the National Geodetic Survey in October 1999..
 LC0487
 LC0487.The orthometric height was determined by differential leveling
 LC0487.and adjusted by the National Geodetic Survey in June 1991..
 LC0487.WARNING-Repeat measurements at this control monument indicate possible
 LC0487.vertical movement.
 LC0487
 LC0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0487
 LC0487.The geoid height was determined by GEOID03.
 LC0487
 LC0487.The dynamic height is computed by dividing the NAVD 88
 LC0487.geopotential number by the normal gravity value computed on the
 LC0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0487.degrees latitude (g = 980.6199 gals.).
 LC0487
 LC0487.The modeled gravity was interpolated from observed gravity values.
 LC0487
 LC0487;                    North         East     Units Scale Factor Converg.
 LC0487;SPC IL E     -   390,102.117   246,911.466   MT  1.00000968   -0 24 07.8
 LC0487;SPC IL E     - 1,279,860.03    810,075.37   sFT  1.00000968   -0 24 07.8
 LC0487;UTM  16      - 4,449,500.863   333,411.473   MT  0.99994164   -1 15 45.7
 LC0487
 LC0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0487!SPC IL E     -   0.99996969  x   1.00000968  =   0.99997937
 LC0487!UTM  16      -   0.99996969  x   0.99994164  =   0.99991133
 LC0487
 LC0487|---------------------------------------------------------------------|
 LC0487| PID    Reference Object                     Distance      Geod. Az  |
 LC0487|                                                           dddmmss.s |
 LC0487| LC0489 HARRAS RM                            28.840 METERS 25959     |
 LC0487| CI7503 HARRAS AZ MK                                       3491031.3 |
 LC0487| LC0483 WAPELLA                             APPROX. 4.6 KM 3535213.5 |
 LC0487|---------------------------------------------------------------------|
 LC0487
 LC0487                          SUPERSEDED SURVEY CONTROL
 LC0487
 LC0487  NAD 83(1986)-  40 10 45.72244(N)    088 57 24.01689(W) AD(       ) 2
 LC0487  NAD 27      -  40 10 45.59050(N)    088 57 23.72430(W) AD(       ) 2
 LC0487  NGVD 29 (??/??/92)  225.411  (m)          739.54   (f) ADJ UNCH    1 1
 LC0487
 LC0487.Superseded values are not recommended for survey control.
 LC0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0487.See file dsdata.txt to determine how the superseded data were derived.
 LC0487
 LC0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3341149501(NAD 83)
 LC0487_MARKER: DS = TRIANGULATION STATION DISK
 LC0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0487_STAMPING: HARRAS 1920
 LC0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0487+STABILITY: SURFACE MOTION
 LC0487
 LC0487  HISTORY     - Date     Condition        Report By
 LC0487  HISTORY     - 1920     MONUMENTED       CGS
 LC0487  HISTORY     - 1933     GOOD             CGS
 LC0487  HISTORY     - 1934     GOOD             CGS
 LC0487  HISTORY     - 1969     GOOD             CGS
 LC0487  HISTORY     - 1969     GOOD             NGS
 LC0487  HISTORY     - 1976     GOOD             NGS
 LC0487  HISTORY     - 1976     GOOD             NGS
 LC0487  HISTORY     - 20040927 MARK NOT FOUND   ILDT
 LC0487
 LC0487                          STATION DESCRIPTION
 LC0487
 LC0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LC0487'ABOUT 1-1/2 MILES N OF CLINTON, ON THE E SIDE OF THE ILLINOIS
 LC0487'CENTRAL RR TRACK, 3/8 MILE S OF HARRIS CROSSING, AND 1.60
 LC0487'METERS (5.25 FEET) E OF THE E AND NEAREST RAIL.
 LC0487'
 LC0487'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LC0487'DISKS SET IN CONCRETE.
 LC0487'
 LC0487'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE TRACK, NEAR
 LC0487'THE FENCE LINE, 28.84 METERS (94.62 FEET) FROM THE STATION,
 LC0487'S 79 DEG 59 MIN W.
 LC0487'
 LC0487'THE ELEVATION OF THE STATION MARK IS 225.642 METERS (740.294
 LC0487'FEET) AND OF THE REFERENCE MARK 225.642 METERS.  (740.294
 LC0487'FEET).
 LC0487
 LC0487                          STATION RECOVERY (1933)
 LC0487
 LC0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LC0487'ABOUT 1-1/2 MILES N OF CLINTON, ON THE E SIDE OF THE ILLINOIS
 LC0487'CENTRAL RR TRACK, 3/8 MILE S OF HARRIS CROSSING, AND 1.6
 LC0487'METERS (5.25 FEET) E OF THE E AND NEAREST RAIL.
 LC0487'
 LC0487'TO REACH FROM CLINTON, FOLLOW U.S. HIGHWAY 51 N FROM THE
 LC0487'COURTHOUSE SQUARE FOR 2.3 MILES TO CROSS ROAD.  TURN E AT
 LC0487'CROSS ROAD AND GO 0.4 MILE TO RAILROAD CROSSING.  TURN S
 LC0487'ON DIM TRAIL ALONG E SIDE OF MAIN LINE TRACK AND GO 0.3 MILE TO
 LC0487'END OF TRUCK TRAVEL.  THENCE S 150 YARDS TO STATION.  STATION
 LC0487'IS 78 PACES S OF MILEPOST 775.
 LC0487'
 LC0487'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LC0487'DISKS SET IN CONCRETE.
 LC0487'
 LC0487'REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE TRACK, NEAR
 LC0487'THE FENCE LINE, 28.84 METERS (94.62 FEET) FROM THE STATION.
 LC0487'IN AZIMUTH 79 DEG 59 MIN.
 LC0487'
 LC0487'THE ELEVATION OF THE STATION MARK IS 225.642 METERS (740.294
 LC0487'FEET) AND OF THE REFERENCE MARK 225.642 METERS (740.294 FEET).
 LC0487'
 LC0487'ORIGINAL DESCRIPTION SUFFICIENT.  MARKS FOUND IN GOOD CONDITION.
 LC0487
 LC0487                          STATION RECOVERY (1934)
 LC0487
 LC0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC0487'STATION RECOVERED IN GOOD CONDITION.  THIS STATION IS ABOUT
 LC0487'1.8 MILES N OF CLINTON, AND ABOUT 0.3 MILE S OF HARRAS CROSSING,
 LC0487'ON THE W SIDE OF THE CLINTON FREIGHT-YARD, 5 FEET E OF THE E
 LC0487'RAIL OF THE MOST WESTERLY OF THE ILLINOIS CENTRAL RR TRACKS
 LC0487'IN THE FREIGHT YARD, 95 FEET E OF THE RIGHT-OF-WAY FENCE,
 LC0487'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LC0487'
 LC0487'REFERENCE MARK WAS RECOVERED IN GOOD CONDITION, THE MARK
 LC0487'BEING VERY UNSTABLE.  IT IS IN THE FENCE LINE ALONG THE
 LC0487'WEST RIGHT-OF-WAY.
 LC0487'
 LC0487'BOTH MARKS WERE CONNECTED BY TRAVERSE WITH HARRAS ECC.
 LC0487
 LC0487                          STATION RECOVERY (1969)
 LC0487
 LC0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 LC0487'THE STATION MARK, STAMPED HARRAS 1920 IS ABOUT 1.8 MILES
 LC0487'NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 LC0487'AT CLINTON, 0.35 MILE SOUTH OF A CROSSING OF THE RAILROAD AND
 LC0487'A ROAD, 5 FEET EAST OF THE EAST RAIL OF THE MOST WESTERLY
 LC0487'SET OF TRACKS, 4 FEET WEST OF THE WEST RAIL OF THE FIRST
 LC0487'TRACK EAST OF THE MOST WESTERLY SET OF TRACKS, 46 FEET EAST
 LC0487'OF THE CENTER LINE OF A TRAIL ROAD, 52-1/2 FEET NORTHEAST
 LC0487'OF POWER POLE NUMBER 1025, 94.62 FEET EAST-NORTHEAST OF RM
 LC0487'HARRAS, 84.02 FEET EAST OF TRIANGULATION STATION HARRAS
 LC0487'ECC 1934, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK, AND
 LC0487'SET IN THE TOP OF A CONCRETE POST WHICH IS LOCATED BETWEEN
 LC0487'THE TWO MOST WESTERLY SETS OF TRACKS AND WHICH IS LEVEL
 LC0487'WITH THE SURFACE OF THE GROUND.
 LC0487'
 LC0487'RM HARRAS, STAMPED HARRAS 1920 IS 94.62 FEET WEST-SOUTHWEST
 LC0487'OF THE STATION MARK, 14.70 FEET NORTHWEST OF TRIANGULATION
 LC0487'STATION HARRAS ECC 1934, 71 FEET WEST OF THE WEST RAIL OF THE
 LC0487'MOST WESTERLY SET OF TRACKS, 42 FEET WEST OF THE CENTER LINE
 LC0487'OF A TRAIL ROAD, 1 FOOT EAST OF A FENCE, ABOUT 2 FEET BELOW
 LC0487'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LC0487'POST WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 LC0487'
 LC0487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MILES
 LC0487'NORTH
 LC0487
 LC0487                          STATION RECOVERY (1969)
 LC0487
 LC0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0487'1.8 MI N FROM CLINTON.
 LC0487'ABOUT 1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 LC0487'STATION AT CLINTON, 0.35 MILE SOUTH OF A CROSSING OF THE RAILROAD
 LC0487'AND A ROAD, 5 FEET EAST OF THE EAST RAIL OF THE MOST WESTERLY SET
 LC0487'OF TRACKS, 4 FEET WEST OF THE WEST RAIL OF THE FIRST TRACK EAST OF
 LC0487'THE MOST WESTERLY SET OF TRACKS, 46 FEET EAST OF THE CENTER LINE
 LC0487'OF A TRAIL ROAD, 52 1/2 FEET NORTHEAST OF POWER POLE NUMBER 1025,
 LC0487'94.62 FEET EAST-NORTHEAST OF RM HARRAS, 84.02 FEET EAST OF
 LC0487'TRIANGULATION STATION HARRAS ECC 1934, ABOUT 1/2 FOOT BELOW THE
 LC0487'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 LC0487'IS LOCATED BETWEEN THE TWO MOST WESTERN SETS OF TRACKS AND WHICH
 LC0487'IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 22, T20N, R 2E
 LC0487
 LC0487                          STATION RECOVERY (1976)
 LC0487
 LC0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC0487'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 LC0487'
 LC0487'THE STATION IS 84.1 FEET NORTHEAST OF TRIANGULATION STATION HARRAS
 LC0487'ECC, 52.6 FEET NORTHEAST OF POWER POLE 1025, 5.2 FEET EAST OF THE
 LC0487'EAST RAIL OF THE WESTERN MOST TRACK AND ABOUT 1 INCH BELOW THE
 LC0487'SURFACE OF THE GROUND.
 LC0487'
 LC0487'REFERENCE MARK IS 84 FEET WEST-NORTHWEST OF THE WEST RAIL OF THE
 LC0487'WESTERN MOST TRACK, 14.7 FEET NORTHWEST OF TRIANGULATION STATION
 LC0487'HARRAS ECC, 1 FOOT EAST OF THE WEST RIGHT OF WAY FENCE AND IS ABOUT
 LC0487'3 INCHES BELOW THE SURFACE OF THE GROUND.
 LC0487'
 LC0487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES NORTH
 LC0487'OF CLINTON.
 LC0487
 LC0487                          STATION RECOVERY (1976)
 LC0487
 LC0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0487'RECOVERED IN GOOD CONDITION.
 LC0487
 LC0487                          STATION RECOVERY (2004)
 LC0487
 LC0487'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0488 ***********************************************************************
 LC0488  DESIGNATION -  HARRAS ECC
 LC0488  PID         -  LC0488
 LC0488  STATE/COUNTY-  IL/DE WITT
 LC0488  USGS QUAD   -  CLINTON (1979)
 LC0488
 LC0488                         *CURRENT SURVEY CONTROL
 LC0488  ___________________________________________________________________
 LC0488* NAD 83(1997)-  40 10 45.47431(N)    088 57 25.05302(W)     ADJUSTED  
 LC0488* NAVD 88     -       225.722  (meters)     740.56   (feet)  ADJUSTED  
 LC0488  ___________________________________________________________________
 LC0488  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 LC0488  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC0488  DYNAMIC HT  -         225.608 (meters)     740.18  (feet)  COMP
 LC0488  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LC0488
 LC0488  HORZ ORDER  -  FIRST
 LC0488  VERT ORDER  -  FIRST     CLASS I
 LC0488
 LC0488.The horizontal coordinates were established by classical geodetic methods
 LC0488.and adjusted by the National Geodetic Survey in October 1999..
 LC0488
 LC0488.The orthometric height was determined by differential leveling
 LC0488.and adjusted by the National Geodetic Survey in June 1991..
 LC0488.WARNING-Repeat measurements at this control monument indicate possible
 LC0488.vertical movement.
 LC0488
 LC0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0488
 LC0488.The geoid height was determined by GEOID03.
 LC0488
 LC0488.The dynamic height is computed by dividing the NAVD 88
 LC0488.geopotential number by the normal gravity value computed on the
 LC0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0488.degrees latitude (g = 980.6199 gals.).
 LC0488
 LC0488.The modeled gravity was interpolated from observed gravity values.
 LC0488
 LC0488;                    North         East     Units Scale Factor Converg.
 LC0488;SPC IL E     -   390,094.952   246,886.881   MT  1.00000971   -0 24 08.5
 LC0488;SPC IL E     - 1,279,836.52    809,994.71   sFT  1.00000971   -0 24 08.5
 LC0488;UTM  16      - 4,449,494.068   333,386.785   MT  0.99994174   -1 15 46.4
 LC0488
 LC0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0488!SPC IL E     -   0.99996963  x   1.00000971  =   0.99997934
 LC0488!UTM  16      -   0.99996963  x   0.99994174  =   0.99991137
 LC0488
 LC0488|---------------------------------------------------------------------|
 LC0488| PID    Reference Object                     Distance      Geod. Az  |
 LC0488|                                                           dddmmss.s |
 LC0488| LC0487 HARRAS                               25.608 METERS 07321     |
 LC0488| LC1809 CLINTON ICRR REPAIR SHOPS STK       APPROX. 2.7 KM 1612323.1 |
 LC0488| LC1807 CLINTON ILLINOIS POWER CO STK       APPROX. 2.7 KM 1850347.6 |
 LC0488| LC0490 HARRAS ECC RM 1                      34.455 METERS 18506     |
 LC0488| LC1808 CLINTON DEWITT CO CTHSE FINIAL      APPROX. 3.0 KM 1855242.5 |
 LC0488| LC0491 HARRAS ECC RM 2                      79.020 METERS 24454     |
 LC0488| LC0489 HARRAS RM                             4.481 METERS 30127     |
 LC0488| CI7504 HARRAS ECC AZ MK                                   3304417.1 |
 LC0488|---------------------------------------------------------------------|
 LC0488
 LC0488                          SUPERSEDED SURVEY CONTROL
 LC0488
 LC0488  NAD 83(1986)-  40 10 45.48464(N)    088 57 25.05350(W) AD(       ) 1
 LC0488  NAD 27      -  40 10 45.35260(N)    088 57 24.76130(W) AD(       ) 1
 LC0488  NGVD 29 (??/??/92)  225.795  (m)          740.80   (f) ADJ UNCH    1 1
 LC0488
 LC0488.Superseded values are not recommended for survey control.
 LC0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0488.See file dsdata.txt to determine how the superseded data were derived.
 LC0488
 LC0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3338749494(NAD 83)
 LC0488_MARKER: DS = TRIANGULATION STATION DISK
 LC0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0488_STAMPING: HARRAS ECC 1934
 LC0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0488+STABILITY: SURFACE MOTION
 LC0488
 LC0488  HISTORY     - Date     Condition        Report By
 LC0488  HISTORY     - 1934     MONUMENTED       CGS
 LC0488  HISTORY     - 1969     GOOD             CGS
 LC0488  HISTORY     - 1969     GOOD             NGS
 LC0488  HISTORY     - 1976     GOOD             NGS
 LC0488  HISTORY     - 1976     GOOD             NGS
 LC0488  HISTORY     - 20040927 MARK NOT FOUND   ILDT
 LC0488
 LC0488                          STATION DESCRIPTION
 LC0488
 LC0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC0488'STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE ILLINOIS CENTRAL
 LC0488'RR, ON THE W SIDE OF THE CLINTON FREIGHT YARD, ABOUT 1.8
 LC0488'MILES N OF CLINTON, ABOUT 0.3 MILE S OF HARRAS CROSSING,
 LC0488'28-1/2 FEET W OF THE W RAIL OF THE INTERURBAN TRACK, 13-1/2
 LC0488'FEET E OF THE RIGHT-OF-WAY FENCE, 113 FEET N OF THE SE CORNER
 LC0488'OF THE PASTURE, AND PROJECTS 6 INCHES.
 LC0488'
 LC0488'TO REACH FROM CLINTON, FOLLOW U.S. HIGHWAY 51 N FROM THE
 LC0488'COURTHOUSE SQUARE FOR 2.3 MILES TO A CROSS ROAD.  TURN E AT
 LC0488'THE CROSS ROAD, AND GO E TO RR CROSSING.  TURN S ON THE E SIDE
 LC0488'OF THE TRACKS AND GO 0.4 MILE TO THE STATION.
 LC0488'
 LC0488'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC0488'BRONZE DISKS SET IN CONCRETE.
 LC0488'
 LC0488'REFERENCE MARK NO. 1 IS S OF THE STATION, ALONG THE W EDGE
 LC0488'OF THE RR RIGHT-OF-WAY, 40-1.2 FEET W OF THE W RAIL OF THE
 LC0488'INTERURBAN TRACK, 1 FOOT NE OF THE SE CORNER OF THE PASTURE,
 LC0488'AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS SW OF THE
 LC0488'STATION, IN THE FENCE LINE ALONG THE S EDGE OF THE PASTURE,
 LC0488'225 FEET W OF THE SE CORNER OF THE PASTURE AND PROJECTS
 LC0488'8 INCHES.  DISTANCE BETWEEN THE REFERENCE MARKS, 225.31 FEET.
 LC0488'
 LC0488'AZIMUTH MARK IS NW OF THE STATION, IN THE FENCE LINE ALONG
 LC0488'THE W EDGE OF THE PASTURE, 19 FEET S OF THE NW CORNER OF THE
 LC0488'PASTURE, 31 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 51,
 LC0488'ABOUT 0.1 MILE W OF HARRAS CROSSING, AND IS FLUSH WITH THE
 LC0488'SURFACE.
 LC0488'
 LC0488'A TRAVERSE CONNECTION TO HARRAS, 1920, AND HARRAS R.M. 1920,
 LC0488'WAS MEASURED.
 LC0488
 LC0488                          STATION RECOVERY (1969)
 LC0488
 LC0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 LC0488'THE STATION MARK, STAMPED HARRAS ECC 1934 IS ABOUT 1.8 MILES
 LC0488'NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE STATION
 LC0488'AT CLINTON, 0.35 MILE SOUTH OF A CROSSING OF THE RAILROAD
 LC0488'AND A ROAD, 62 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY
 LC0488'SET OF TRACKS, 29-1/2 FEET WEST OF THE CENTER LINE OF A TRAIL
 LC0488'ROAD, 47 FEET WEST-NORTHWEST OF POWER POLE NUMBER 1025, 13
 LC0488'FEET EAST OF A FENCE, 259.25 FEET NORTHEAST OF HARRAS ECC
 LC0488'R.M. 2, 113.04 FEET NORTH OF HARRAS ECC R.M. 1, 84.02 FEET
 LC0488'WEST OF TRIANGULATION STATION HARRAS 1920, 1.7 FEET WEST
 LC0488'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND
 LC0488'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 14 INCHES
 LC0488'ABOVE THE SURFACE OF THE GROUND.
 LC0488'
 LC0488'R.M. 1, STAMPED HARRAS ECC NO 1 1934 IS 113.04 FEET SOUTH
 LC0488'OF THE STATION MARK, 87 FEET WEST OF THE WEST RAIL OF THE
 LC0488'MOST WESTERLY SET OF TRACKS, 48 FEET WEST OF THE CENTER
 LC0488'LINE OF A TRAIL ROAD, 57-1/2 FEET WEST-NORTHWEST OF A POWER
 LC0488'POLE, 1-1/2 FEET EAST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 LC0488'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LC0488'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LC0488'5 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0488'
 LC0488'R.M. 2, STAMPED HARRAS ECC NO 2 1934 IS 259.25 FEET SOUTHWEST
 LC0488'OF THE STATION MARK, 310-1/2 FEET WEST OF THE WEST RAIL OF
 LC0488'THE MOST WESTERLY SET OF TRACKS, 273 FEET WEST OF THE CENTER
 LC0488'LINE OF A TRAIL ROAD, 7 FEET NORTH OF A 20-INCH TREE, 1.4
 LC0488'FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 LC0488'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LC0488'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0488'
 LC0488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MILES
 LC0488'NORTH
 LC0488
 LC0488                          STATION RECOVERY (1969)
 LC0488
 LC0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0488'1.8 MI N FROM CLINTON.
 LC0488'ABOUT 1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0488'THE STATION AT CLINTON, 0.35 MILE SOUTH OF CROSSING OF THE RAILROAD
 LC0488'AND A ROAD, 62 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY SET
 LC0488'OF TRACKS, 29 1/2 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD,
 LC0488'47 FEET WEST-NORTHWEST OF POWER POLE 1025, 13 FEET EAST OF A FENCE,
 LC0488'259.25 FEET NORTHEAST OF HARRAS ECC RM 2, 113.04 FEET NORTH OF
 LC0488'HARRAS ECC RM 1, 84.02 FEET WEST OF TRIANGULATION STATION HARRAS 1920,
 LC0488'1.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 LC0488'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 14 INCHES
 LC0488'ABOVE THE SURFACE OF THE GROUND.  SEC 22, T20N, R 2E
 LC0488
 LC0488                          STATION RECOVERY (1976)
 LC0488
 LC0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC0488'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE AZIMUTH
 LC0488'MARK WAS NOT RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED IN
 LC0488'ROAD RECONSTRUCTION.
 LC0488'
 LC0488'THE STATION MARK IS 72 FEET WEST OF THE WEST RAIL OF THE WESTERN
 LC0488'MOST TRACK, 46 FEET WEST-NORTHWEST OF POWER POLE 1025, 13.5 FEET
 LC0488'EAST OF THE WEST RIGHT OF WAY FENCE, 2 FEET WEST OF A WITNESS POST
 LC0488'AND PROJECTS 1 FOOT.  THE MARK IS SURROUNDED WITH JUNK.
 LC0488'
 LC0488'REFERENCE MARK 1 IS 85 FEET WEST OF THE WEST RAIL OF THE WESTERN
 LC0488'MOST TRACK, 57 FEET WEST-NORTHWEST OF A POWER POLE, 1 FOOT EAST OF A
 LC0488'12 INCH WOODEN FENCE POST AND 2 FEET SOUTHWEST OF A WITNESS POST.
 LC0488'
 LC0488'REFERENCE MARK 2 IS IN A CULTIVATED FIELD AND SURROUNDED BY SMALL
 LC0488'BRUSH.  IT IS 225 FEET WEST OF A FENCE, 3 FEET NORTH OF A LARGE ROCK
 LC0488'THAT PROJECTS ABOUT 15 INCHES, 2 FEET EAST OF A WITNESS POST AND IT
 LC0488'PROJECTS ABOUT 4 INCHES.
 LC0488'
 LC0488'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES NORTH
 LC0488'OF CLINTON.
 LC0488
 LC0488                          STATION RECOVERY (1976)
 LC0488
 LC0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0488'RECOVERED IN GOOD CONDITION.
 LC0488
 LC0488                          STATION RECOVERY (2004)
 LC0488
 LC0488'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0490 ***********************************************************************
 LC0490  DESIGNATION -  HARRAS ECC RM 1
 LC0490  PID         -  LC0490
 LC0490  STATE/COUNTY-  IL/DE WITT
 LC0490  USGS QUAD   -  CLINTON (1979)
 LC0490
 LC0490                         *CURRENT SURVEY CONTROL
 LC0490  ___________________________________________________________________
 LC0490* NAD 83(1986)-  40 10 45.     (N)    088 57 24.     (W)     SCALED    
 LC0490* NAVD 88     -       225.730  (meters)     740.58   (feet)  ADJUSTED  
 LC0490  ___________________________________________________________________
 LC0490  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC0490  DYNAMIC HT  -         225.616 (meters)     740.21  (feet)  COMP
 LC0490  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LC0490
 LC0490  VERT ORDER  -  FIRST     CLASS I
 LC0490
 LC0490.The horizontal coordinates were scaled from a topographic map and have
 LC0490.an estimated accuracy of +/- 6 seconds.
 LC0490
 LC0490.The orthometric height was determined by differential leveling
 LC0490.and adjusted by the National Geodetic Survey in June 1991..
 LC0490.WARNING-Repeat measurements at this control monument indicate possible
 LC0490.vertical movement.
 LC0490
 LC0490.The geoid height was determined by GEOID03.
 LC0490
 LC0490.The dynamic height is computed by dividing the NAVD 88
 LC0490.geopotential number by the normal gravity value computed on the
 LC0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0490.degrees latitude (g = 980.6199 gals.).
 LC0490
 LC0490.The modeled gravity was interpolated from observed gravity values.
 LC0490
 LC0490;                    North         East    Units  Estimated Accuracy
 LC0490;SPC IL E     -   390,080.      246,910.      MT  (+/- 180 meters Scaled)
 LC0490
 LC0490                          SUPERSEDED SURVEY CONTROL
 LC0490
 LC0490  NGVD 29 (??/??/92)  225.802  (m)          740.82   (f) ADJ UNCH    1 1
 LC0490
 LC0490.Superseded values are not recommended for survey control.
 LC0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0490.See file dsdata.txt to determine how the superseded data were derived.
 LC0490
 LC0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK334494(NAD 83)
 LC0490_MARKER: DR = REFERENCE MARK DISK
 LC0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0490_STAMPING: HARRAS ECC NO 1 1934
 LC0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0490+STABILITY: SURFACE MOTION
 LC0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0490+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 LC0490
 LC0490  HISTORY     - Date     Condition        Report By
 LC0490  HISTORY     - 1934     MONUMENTED       CGS
 LC0490  HISTORY     - 1969     GOOD             NGS
 LC0490  HISTORY     - 1976     GOOD             NGS
 LC0490  HISTORY     - 20040927 GOOD             ILDT
 LC0490
 LC0490                          STATION DESCRIPTION
 LC0490
 LC0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0490'1.8 MI N FROM CLINTON.
 LC0490'ABOUT 1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0490'THE STATION AT CLINTON, 0.35 MILE SOUTH OF A CROSSING OF THE
 LC0490'RAILROAD AND A ROAD, 87 FEET WEST OF THE WEST RAIL OF THE MOST
 LC0490'WESTERLY SET OF TRACKS, 48 FEET WEST OF THE CENTER LINE OF A TRAIL
 LC0490'ROAD, 57 1/2 FEET WEST-NORTHWEST OF A POWER POLE, 113.04 FEET
 LC0490'SOUTH OF TRIANGULATION STATION HARRAS ECC 1934, 1 1/2 FEET EAST
 LC0490'OF A FENCE, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2
 LC0490'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 LC0490'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0490'SEC 22, T20N, R2E
 LC0490
 LC0490                          STATION RECOVERY (1976)
 LC0490
 LC0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0490'RECOVERED IN GOOD CONDITION.
 LC0490
 LC0490                          STATION RECOVERY (2004)
 LC0490
 LC0490'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0491 ***********************************************************************
 LC0491  DESIGNATION -  HARRAS ECC RM 2
 LC0491  PID         -  LC0491
 LC0491  STATE/COUNTY-  IL/DE WITT
 LC0491  USGS QUAD   -  CLINTON (1979)
 LC0491
 LC0491                         *CURRENT SURVEY CONTROL
 LC0491  ___________________________________________________________________
 LC0491* NAD 83(1986)-  40 10 45.     (N)    088 57 24.     (W)     SCALED    
 LC0491* NAVD 88     -       226.328  (meters)     742.54   (feet)  ADJUSTED  
 LC0491  ___________________________________________________________________
 LC0491  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC0491  DYNAMIC HT  -         226.213 (meters)     742.17  (feet)  COMP
 LC0491  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LC0491
 LC0491  VERT ORDER  -  FIRST     CLASS I
 LC0491
 LC0491.The horizontal coordinates were scaled from a topographic map and have
 LC0491.an estimated accuracy of +/- 6 seconds.
 LC0491
 LC0491.The orthometric height was determined by differential leveling
 LC0491.and adjusted by the National Geodetic Survey in June 1991..
 LC0491
 LC0491.The geoid height was determined by GEOID03.
 LC0491
 LC0491.The dynamic height is computed by dividing the NAVD 88
 LC0491.geopotential number by the normal gravity value computed on the
 LC0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0491.degrees latitude (g = 980.6199 gals.).
 LC0491
 LC0491.The modeled gravity was interpolated from observed gravity values.
 LC0491
 LC0491;                    North         East    Units  Estimated Accuracy
 LC0491;SPC IL E     -   390,080.      246,910.      MT  (+/- 180 meters Scaled)
 LC0491
 LC0491                          SUPERSEDED SURVEY CONTROL
 LC0491
 LC0491  NGVD 29 (??/??/92)  226.400  (m)          742.78   (f) ADJ UNCH    1 1
 LC0491
 LC0491.Superseded values are not recommended for survey control.
 LC0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0491.See file dsdata.txt to determine how the superseded data were derived.
 LC0491
 LC0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK334494(NAD 83)
 LC0491_MARKER: DR = REFERENCE MARK DISK
 LC0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0491_STAMPING: HARRAS ECC NO 2 1934
 LC0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0491+STABILITY: SURFACE MOTION
 LC0491
 LC0491  HISTORY     - Date     Condition        Report By
 LC0491  HISTORY     - 1934     MONUMENTED       CGS
 LC0491  HISTORY     - 1969     GOOD             NGS
 LC0491  HISTORY     - 1976     GOOD             NGS
 LC0491  HISTORY     - 20040927 MARK NOT FOUND   ILDT
 LC0491
 LC0491                          STATION DESCRIPTION
 LC0491
 LC0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0491'1.8 MI N FROM CLINTON.
 LC0491'ABOUT 1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0491'THE STATION AT CLINTON, 0.35 MILE SOUTH OF A CROSSING OF THE RAILROAD
 LC0491'AND A ROAD, 310 1/2 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY
 LC0491'SET OF TRACKS, 259.25 FEET SOUTHWEST OF TRIANGULATION STATION
 LC0491'HARRAS ECC 1934, 273 FEET WEST OF THE CENTER LINE OF A TRAIL ROAD,
 LC0491'7 FEET NORTH OF A 20-INCH TREE, 1.4 FEET EAST OF A METAL WITNESS
 LC0491'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 LC0491'OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 LC0491'OF THE GROUND.  SEC 22, T20N, R2E
 LC0491
 LC0491                          STATION RECOVERY (1976)
 LC0491
 LC0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0491'RECOVERED IN GOOD CONDITION.
 LC0491
 LC0491                          STATION RECOVERY (2004)
 LC0491
 LC0491'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0489 ***********************************************************************
 LC0489  DESIGNATION -  HARRAS RM
 LC0489  PID         -  LC0489
 LC0489  STATE/COUNTY-  IL/DE WITT
 LC0489  USGS QUAD   -  CLINTON (1979)
 LC0489
 LC0489                         *CURRENT SURVEY CONTROL
 LC0489  ___________________________________________________________________
 LC0489* NAD 83(1986)-  40 10 45.     (N)    088 57 23.     (W)     SCALED    
 LC0489* NAVD 88     -       225.334  (meters)     739.28   (feet)  ADJUSTED  
 LC0489  ___________________________________________________________________
 LC0489  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LC0489  DYNAMIC HT  -         225.220 (meters)     738.91  (feet)  COMP
 LC0489  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 LC0489
 LC0489  VERT ORDER  -  FIRST     CLASS II
 LC0489
 LC0489.The horizontal coordinates were scaled from a topographic map and have
 LC0489.an estimated accuracy of +/- 6 seconds.
 LC0489
 LC0489.The orthometric height was determined by differential leveling
 LC0489.and adjusted by the National Geodetic Survey in June 1991..
 LC0489
 LC0489.The geoid height was determined by GEOID03.
 LC0489
 LC0489.The dynamic height is computed by dividing the NAVD 88
 LC0489.geopotential number by the normal gravity value computed on the
 LC0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0489.degrees latitude (g = 980.6199 gals.).
 LC0489
 LC0489.The modeled gravity was interpolated from observed gravity values.
 LC0489
 LC0489;                    North         East    Units  Estimated Accuracy
 LC0489;SPC IL E     -   390,080.      246,940.      MT  (+/- 180 meters Scaled)
 LC0489
 LC0489                          SUPERSEDED SURVEY CONTROL
 LC0489
 LC0489  NGVD 29 (??/??/92)  225.407  (m)          739.52   (f) ADJ UNCH    1 2
 LC0489
 LC0489.Superseded values are not recommended for survey control.
 LC0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0489.See file dsdata.txt to determine how the superseded data were derived.
 LC0489
 LC0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK334494(NAD 83)
 LC0489_MARKER: DR = REFERENCE MARK DISK
 LC0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0489_STAMPING: HARRAS 1920
 LC0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0489+STABILITY: SURFACE MOTION
 LC0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0489+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 LC0489
 LC0489  HISTORY     - Date     Condition        Report By
 LC0489  HISTORY     - 1920     MONUMENTED       CGS
 LC0489  HISTORY     - 1969     GOOD             NGS
 LC0489  HISTORY     - 1976     GOOD             NGS
 LC0489  HISTORY     - 20040927 GOOD             ILDT
 LC0489
 LC0489                          STATION DESCRIPTION
 LC0489
 LC0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0489'1.8 MI N FROM CLINTON.
 LC0489'ABOUT 1.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0489'THE STATION AT CLINTON, 0.35 MILE SOUTH OF A CROSSING OF THE
 LC0489'RAILROAD AND A ROAD, 71 FEET WEST OF THE WEST RAIL OF THE MOST
 LC0489'WESTERLY SET OF TRACKS, 42 FEET WEST OF THE CENTER LINE OF A TRAIL
 LC0489'ROAD, 14.70 FEET NORTHWEST OF TRIANGULATION STATION HARRAS ECC 1934,
 LC0489'94.62 FEET WEST-SOUTHWEST OF TRIANGULATION STATION HARRAS 1920, 1
 LC0489'FOOT EAST OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 LC0489'AND SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES BELOW
 LC0489'THE SURFACE OF THE GROUND.  SEC 22, T20N, R 2E.  NOTE--THIS MARK
 LC0489'WAS NOT LEVELED TO BY THIS PARTY IN 1969 BECAUSE IT IS LEANING AND
 LC0489'IS LOOSE IN THE GROUND.
 LC0489
 LC0489                          STATION RECOVERY (1976)
 LC0489
 LC0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0489'RECOVERED IN GOOD CONDITION.
 LC0489
 LC0489                          STATION RECOVERY (2004)
 LC0489
 LC0489'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0610 ***********************************************************************
 LC0610  DESIGNATION -  HARRIS
 LC0610  PID         -  LC0610
 LC0610  STATE/COUNTY-  IL/PIATT
 LC0610  USGS QUAD   -  MANSFIELD (1979)
 LC0610
 LC0610                         *CURRENT SURVEY CONTROL
 LC0610  ___________________________________________________________________
 LC0610* NAD 83(1997)-  40 14 14.36011(N)    088 34 29.28348(W)     ADJUSTED  
 LC0610* NAVD 88     -       218.519  (meters)     716.92   (feet)  ADJUSTED  
 LC0610  ___________________________________________________________________
 LC0610  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LC0610  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0610  DYNAMIC HT  -         218.413 (meters)     716.58  (feet)  COMP
 LC0610  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 LC0610
 LC0610  HORZ ORDER  -  SECOND
 LC0610  VERT ORDER  -  SECOND    CLASS 0
 LC0610
 LC0610.The horizontal coordinates were established by classical geodetic methods
 LC0610.and adjusted by the National Geodetic Survey in October 1999..
 LC0610
 LC0610.The orthometric height was determined by differential leveling
 LC0610.and adjusted by the National Geodetic Survey in June 1991..
 LC0610
 LC0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0610
 LC0610.The geoid height was determined by GEOID03.
 LC0610
 LC0610.The dynamic height is computed by dividing the NAVD 88
 LC0610.geopotential number by the normal gravity value computed on the
 LC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0610.degrees latitude (g = 980.6199 gals.).
 LC0610
 LC0610.The modeled gravity was interpolated from observed gravity values.
 LC0610
 LC0610;                    North         East     Units Scale Factor Converg.
 LC0610;SPC IL E     -   396,379.153   279,452.212   MT  0.99998020   -0 09 21.5
 LC0610;SPC IL E     - 1,300,453.94    916,836.13   sFT  0.99998020   -0 09 21.5
 LC0610;UTM  16      - 4,455,287.567   366,039.157   MT  0.99982091   -1 01 02.6
 LC0610
 LC0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0610!SPC IL E     -   0.99997073  x   0.99998020  =   0.99995093
 LC0610!UTM  16      -   0.99997073  x   0.99982091  =   0.99979164
 LC0610
 LC0610|---------------------------------------------------------------------|
 LC0610| PID    Reference Object                     Distance      Geod. Az  |
 LC0610|                                                           dddmmss.s |
 LC0610| LC0609 HARRIS RM 1                          14.446 METERS 00048     |
 LC0610| LC0611 HARRIS RM 2                          15.377 METERS 17902     |
 LC0610| LC0608 HARRIS AZ MK                                       3584117.5 |
 LC0610|---------------------------------------------------------------------|
 LC0610
 LC0610                          SUPERSEDED SURVEY CONTROL
 LC0610
 LC0610  NAD 83(1986)-  40 14 14.36502(N)    088 34 29.28204(W) AD(       ) 2
 LC0610  NAD 27      -  40 14 14.24620(N)    088 34 29.05560(W) AD(       ) 2
 LC0610  NGVD 29 (??/??/92)  218.559  (m)          717.06   (f) ADJ UNCH    2 0
 LC0610
 LC0610.Superseded values are not recommended for survey control.
 LC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0610.See file dsdata.txt to determine how the superseded data were derived.
 LC0610
 LC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6603955288(NAD 83)
 LC0610_MARKER: DS = TRIANGULATION STATION DISK
 LC0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0610_STAMPING: HARRIS 1959
 LC0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0610+STABILITY: SURFACE MOTION
 LC0610
 LC0610  HISTORY     - Date     Condition        Report By
 LC0610  HISTORY     - 1959     MONUMENTED       CGS
 LC0610  HISTORY     - 1959     GOOD             CGS
 LC0610
 LC0610                          STATION DESCRIPTION
 LC0610
 LC0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0610'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-SOUTHEAST OF
 LC0610'FARMER CITY, 1/2 MILE NORTH OF U.S. HIGHWAY 150 AND 4 MILES
 LC0610'NORTHWEST OF MANSFIELD.
 LC0610'
 LC0610'TO REACH THE STATION FROM THE RAILROAD OVERPASS ON U.S. HIGHWAY
 LC0610'150 AT THE NORTHWEST EDGE OF MANSFIELD, GO WESTERLY ON U.S.
 LC0610'HIGHWAY 150 FOR 3.5 MILES TO A CROSSROADS, TURN RIGHT ON GRAVEL
 LC0610'ROAD AND GO NORTH FOR 0.5 MILE TO THE FOGEL HOME ON THE RIGHT,
 LC0610'CONTINUE NORTH FOR 0.1 MILE TO STATION ON THE RIGHT AS DESCRIBED.
 LC0610'
 LC0610'THE STATION MARK IS A STANDARD STATION MARK DISK SET IN
 LC0610'A 8 X 8 INCH CONCRETE POST PROJECTING 4 INCHES AND THE DISK
 LC0610'IS STAMPED HARRIS 1959.  THE MARK IS 20.5 FEET EAST OF THE
 LC0610'APPROXIMATE CENTER OF A GRAVELED ROAD, 7 FEET SOUTH OF A
 LC0610'TELEPHONE POLE, 2.6 FEET WEST OF A FENCE AND 2.2 FEET WEST
 LC0610'OF A WITNESS POST.
 LC0610'
 LC0610'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK SET IN
 LC0610'A 8 X 8 INCH CONCRETE POST PROJECTING 3 INCHES AND THE DISK IS
 LC0610'STAMPED HARRIS NO 1 1959.  THE MARK IS 21 FEET EAST OF THE
 LC0610'APPROXIMATE CENTER OF A GRAVELED ROAD AND 2 FEET WEST OF
 LC0610'FENCE.
 LC0610'
 LC0610'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK SET IN
 LC0610'A 8 X 8 INCH CONCRETE POST PROJECTING 6 INCHES AND THE DISK
 LC0610'IS STAMPED HARRIS NO 2 1959.  THE MARK IS 22 FEET EAST OF
 LC0610'THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 1.5 FEET WEST
 LC0610'OF A FENCE.
 LC0610'
 LC0610'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 LC0610'8 X 8 INCH CONCRETE POST PROJECTING 6 INCHES AND THE DISK IS
 LC0610'STAMPED HARRIS 1959.  THE MARK IS 25 FEET WEST OF THE APPROXIMATE
 LC0610'CENTER OF A GRAVELED ROAD, 40 FEET NORTH OF TELEPHONE POLE,
 LC0610'1.8 FEET EAST OF A FENCE AND 1.5 FEET EAST OF A WITNESS POST.
 LC0610'
 LC0610'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVEL
 LC0610'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT SIDE OF ROAD AS
 LC0610'DESCRIBED.
 LC0610'
 LC0610'HEIGHT OF LIGHT ABOVE STATION MARK 3.51 METERS.
 LC0610
 LC0610                          STATION RECOVERY (1959)
 LC0610
 LC0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0610'4.9 MI E FROM FARMER CITY.
 LC0610'ABOUT 4.25 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0610'FROM THE STATION AT FARMER CITY, THENCE 0.65 MILE NORTH ALONG A
 LC0610'GRAVEL ROAD, ABOUT 0.15 MILE NORTH OF A FARM HOUSE EAST OF THE
 LC0610'ROAD, NEAR THE JUNCTION OF A FARM ROAD EAST, 21 FEET EAST OF THE
 LC0610'CENTER LINE OF THE ROAD, 2 1/2 FEET WEST OF A FENCE, 267 FEET
 LC0610'SOUTH OF THE CENTER LINE OF THE FARM ROAD, 46 FEET EAST AND ACROSS
 LC0610'THE ROAD FROM THE THIRD POWER POLE NORTH OF THE FARM HOUSE, 7 FEET
 LC0610'SOUTH OF THE THIRD TELEPHONE POLE NORTH OF THE FARM HOUSE, 2.1
 LC0610'FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 LC0610'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0727 ***********************************************************************
 LD0727  DESIGNATION -  HARRIS
 LD0727  PID         -  LD0727
 LD0727  STATE/COUNTY-  IL/FULTON
 LD0727  USGS QUAD   -  ST DAVID (1947)
 LD0727
 LD0727                         *CURRENT SURVEY CONTROL
 LD0727  ___________________________________________________________________
 LD0727* NAD 83(1997)-  40 27 49.08637(N)    090 01 48.12722(W)     ADJUSTED  
 LD0727* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 LD0727  ___________________________________________________________________
 LD0727  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 LD0727  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LD0727
 LD0727  HORZ ORDER  -  FIRST
 LD0727
 LD0727.The horizontal coordinates were established by classical geodetic methods
 LD0727.and adjusted by the National Geodetic Survey in October 1999..
 LD0727
 LD0727.The orthometric height was scaled from a topographic map.
 LD0727
 LD0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0727
 LD0727.The geoid height was determined by GEOID03.
 LD0727
 LD0727;                    North         East     Units Scale Factor Converg.
 LD0727;SPC IL W     -   421,475.356   711,587.504   MT  0.99994283   +0 05 19.2
 LD0727;SPC IL W     - 1,382,790.40  2,334,600.00   sFT  0.99994283   +0 05 19.2
 LD0727;UTM  15      - 4,483,455.703   751,810.391   MT  1.00038059   +1 55 42.3
 LD0727;UTM  16      - 4,483,628.951   243,095.728   MT  1.00041249   -1 58 02.9
 LD0727
 LD0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0727!SPC IL W     -   0.99997477  x   0.99994283  =   0.99991760
 LD0727!UTM  15      -   0.99997477  x   1.00038059  =   1.00035535
 LD0727!UTM  16      -   0.99997477  x   1.00041249  =   1.00038725
 LD0727
 LD0727:                Primary Azimuth Mark                     Grid Az
 LD0727:SPC IL W     -  CANTON INTL HARVESTER CO TWR             359 55 56.5
 LD0727:UTM  15      -  CANTON INTL HARVESTER CO TWR             358 05 33.4
 LD0727:UTM  16      -  CANTON INTL HARVESTER CO TWR             001 59 18.6
 LD0727
 LD0727|---------------------------------------------------------------------|
 LD0727| PID    Reference Object                     Distance      Geod. Az  |
 LD0727|                                                           dddmmss.s |
 LD0727| LD0705 CANTON INTL HARVESTER CO TWR        APPROX. 9.9 KM 0000115.7 |
 LD0727| LC2038 GLASFORD MUNICIPAL TANK             APPROX.22.0 KM 0570114.8 |
 LD0727| CL8683 HARRIS RM 1                          33.580 METERS 08306     |
 LD0727| CL8684 HARRIS RM 2                          39.475 METERS 18808     |
 LD0727| CL8685 HARRIS RM 3                           6.315 METERS 23246     |
 LD0727| LD0730 LEWISTON MUNICIPAL TANK             APPROX.13.3 KM 2325930.2 |
 LD0727| LD0732 CUBA MUNICIPAL TANK                 APPROX.14.5 KM 2841534.3 |
 LD0727| CL8686 HARRIS RM 4                           6.887 METERS 31403     |
 LD0727| CL8682 HARRIS AZ MK                                       3562526.4 |
 LD0727| LD0706 CANTON MUNICIPAL TANK               APPROX.10.1 KM 3583718.0 |
 LD0727| LD0704 CANTON CEN ILL PUB SERV CO STK      APPROX.10.1 KM 3585629.9 |
 LD0727| LD0707 CANTON INTL HARVESTER CO STK        APPROX. 9.9 KM 3593322.8 |
 LD0727| LD0703 CANTON INTL HARVESTER CO TANK       APPROX. 9.9 KM 3593950.4 |
 LD0727|---------------------------------------------------------------------|
 LD0727
 LD0727                          SUPERSEDED SURVEY CONTROL
 LD0727
 LD0727  NAD 83(1997)-  40 27 49.09536(N)    090 01 48.12642(W) AD(       ) 1
 LD0727  NAD 83(1986)-  40 27 49.09299(N)    090 01 48.12268(W) AD(       ) 1
 LD0727  NAD 27      -  40 27 48.95100(N)    090 01 47.70200(W) AD(       ) 1
 LD0727
 LD0727.Superseded values are not recommended for survey control.
 LD0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0727.See file dsdata.txt to determine how the superseded data were derived.
 LD0727
 LD0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5181083456(NAD 83)
 LD0727_MARKER: DS = TRIANGULATION STATION DISK
 LD0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0727
 LD0727  HISTORY     - Date     Condition        Report By
 LD0727  HISTORY     - 1935     MONUMENTED       CGS
 LD0727  HISTORY     - 1973     GOOD             USGS
 LD0727  HISTORY     - 1978     GOOD             NGS
 LD0727
 LD0727                          STATION DESCRIPTION
 LD0727
 LD0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0727'STATION IS ABOUT 11-1/2 MILES N OF HAVANA, ABOUT 6-1/2 MILES
 LD0727'S OF CANTON, IN SW 1/4 SEC. 26, T 6 N, R 4 E, ON FARM OWNED
 LD0727'BY SHERMAN MC CLOUGH OF CANTON, AND OCCUPIED BY PAUL HARRIS.
 LD0727'IT IS IN THE NW CORNER OF THE LARGE BARN-LOT, ABOUT 250 FEET
 LD0727'NNW OF THE HOUSE, 159 FEET WNW OF NW CORNER OF THE BARN, 212
 LD0727'FEET NW OF NW LEG OF WINDMILL, 57 FEET E OF CENTER LINE
 LD0727'OF THE CONCRETE HIGHWAY, 24 FEET SE OF THE NW CORNER POST OF
 LD0727'BARN-LOT FENCE, 17 FEET E OF THE W BARN-LOT RIGHT-OF-WAY
 LD0727'FENCE AND 17 FEET S OF THE N BARN-LOT FENCE.  MARK IS FLUSH
 LD0727'WITH SURFACE.
 LD0727'
 LD0727'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0727'BRONZE DISKS SET IN CONCRETE.
 LD0727'
 LD0727'REFERENCE MARK NO. 1 IS E OF STATION, ON THE N BARN-LOT FENCE
 LD0727'LINE, 67 FEET NW OF THE NW CORNER OF BARN, 127 FEET E OF THE
 LD0727'NW CORNER POST OF THE BARN-LOT FENCE AND IS FLUSH WITH THE
 LD0727'SURFACE.
 LD0727'
 LD0727'REFERENCE MARK NO. 2 IS S OF STATION, ON W BARN-LOT RIGHT-OF-WAY
 LD0727'FENCE LINE, 40 FEET E OF CENTER LINE OF CONCRETE HIGHWAY,
 LD0727'185 FEET W OF NW LEG OF THE WINDMILL, 194 FEET WSW OF NW
 LD0727'CORNER OF BARN, 146 FEET S OF THE NW CORNER POST OF THE
 LD0727'BARN-LOT FENCE, 190.57 FEET SW OF REFERENCE MARK NO. 1.  IS
 LD0727'FLUSH WITH THE SURFACE.
 LD0727'
 LD0727'AZIMUTH MARK IS N OF STATION, ABOUT 40 FEET W OF CENTER LINE
 LD0727'OF THE CONCRETE HIGHWAY, 1 FOOT E OF THE RIGHT-OF-WAY FENCE,
 LD0727'5 FEET S OF THE FENCE CORNER POST AND PROJECTS 3 INCHES.
 LD0727'
 LD0727'TO REACH FROM JUNCTION OF STATE HIGHWAYS 78 AND 9, WHICH IS
 LD0727'ONE BLOCK N OF NW CORNER OF THE SQUARE IN CANTON, GO E AND
 LD0727'S ON HIGHWAY 78, FOR 4.35 MILES TO WHERE IT TURNS W AND AN
 LD0727'UN-MARKED CONCRETE ROAD CONTINUES STRAIGHT S TO MAPLES MILL.
 LD0727'CONTINUE S ON THE UN-MARKED CONCRETE ROAD 2.75 MILES TO
 LD0727'STATION ON E SIDE OF ROAD.
 LD0727'
 LD0727'A 90 FOOT TOWER WAS BUILT BUT A 50 FOOT TOWER WOULD HAVE
 LD0727'CLEARED ALL LINES.
 LD0727
 LD0727                          STATION RECOVERY (1973)
 LD0727
 LD0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0727'STATION, R.M. 2, AND AZ. MK. FOUND IN GOOD CONDITION.  R.M. 1
 LD0727'DESTROYED BY STRIP MINING
 LD0727'
 LD0727'DIRECTIONS AND DISTANCES CHECKED OK
 LD0727'
 LD0727'DESCRIPTION IS ADEQUATE
 LD0727
 LD0727                          STATION RECOVERY (1978)
 LD0727
 LD0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LD0727'STATION MARK, REFERENCE MARK 2 FOUND IN GOOD CONDITION.  THE AZIMUTH
 LD0727'MARK FOUND IN GOOD CONDITION.  REFERENCE MARK 2 IS BLOCKED BY THE
 LD0727'CORNER OF A BARN AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT
 LD0727'THIS TIME.  REFERENCE MARK 2 WAS LEFT ENTACT.
 LD0727'
 LD0727'THE ORIGINAL TOO REACH IS ADEQUATE.  THE STATION MAY BE REACHED
 LD0727'ALSO FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 78 AT
 LD0727'LITTLE AMERICA, GO NORTH ON HIGHWAY 78 FOR 4 MILES TO THE STATION
 LD0727'ON THE RIGHT.  CONTINUE NORTH FOR 0.25 MILE TO THE AZIMUTH MARK ON
 LD0727'THE LEFT, WEST SIDE OF THE HIGHWAY.
 LD0727'
 LD0727'THE STATION IS 29 FEET SOUTHEAST OF POWER POLE NO. 50, 57 FEET EAST
 LD0727'OF THE CENTERLINE OF HIGHWAY 78, 17 FEET EAST OF A FENCELINE, 39
 LD0727'FEET NORTH OF THE NORTHWEST CORNER OF BARN AND 57.5 FEET NORTHWEST
 LD0727'OF THE NORTHEAST CORNER OF BARN.  THE MARK IS FLUSH AND THE DISK
 LD0727'STAMPED HARRIS 1935.
 LD0727'
 LD0727'REFERENCE MARK 2 IS 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LD0727'35 FEET NORTH OF A POWER POLE, 34 FEET NORTH OF A FENCE CORNER AND
 LD0727'1 FOOT EAST OF A FENCE LINE.  THE MONUMENT IS FLUSH AND THE DISK
 LD0727'STAMPED HARRIS NO 2 1935.
 LD0727'
 LD0727'REFERENCE MARK 3 IS 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LD0727'36 FEET SOUTH OF POWER POLE NO. 50, 13 FEET SOUTH OF A METAL WITNESS
 LD0727'POST AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT IS FLUSH AND THE
 LD0727'DISK STAMPED HARRIS 1935 NO 3 1978.
 LD0727'
 LD0727'REFERENCE MARK 4 IS 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LD0727'8 FEET SOUTH OF POWER POLE NO. 50, 15 FEET NORTH OF THE METAL
 LD0727'WITNESS POST AND 1 FOOT EAST OF THE FENCE.  THE MONUMENT IS FLUSH
 LD0727'AND THE DISK STAMPED HARRIS 1935 NO 4 1978.
 LD0727'
 LD0727'THE AZIMUTH MARK IS 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LD0727'7 FEET SOUTH OF A POWER POLE AND 0.5 FOOT EAST OF A METAL WITNESS
 LD0727'POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK STAMPED HARRIS
 LD0727'AZIMUTH 1935.
 LD0727'
 LD0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES SOUTH
 LD0727'OF CANTON.
 LD0727'
 LD0727'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0608 ***********************************************************************
 LC0608  DESIGNATION -  HARRIS AZ MK
 LC0608  PID         -  LC0608
 LC0608  STATE/COUNTY-  IL/PIATT
 LC0608  USGS QUAD   -  MANSFIELD (1979)
 LC0608
 LC0608                         *CURRENT SURVEY CONTROL
 LC0608  ___________________________________________________________________
 LC0608* NAD 83(1986)-  40 14 31.     (N)    088 34 29.     (W)     SCALED    
 LC0608* NAVD 88     -       218.886  (meters)     718.13   (feet)  ADJUSTED  
 LC0608  ___________________________________________________________________
 LC0608  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0608  DYNAMIC HT  -         218.779 (meters)     717.78  (feet)  COMP
 LC0608  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 LC0608
 LC0608  VERT ORDER  -  SECOND    CLASS 0
 LC0608
 LC0608.The horizontal coordinates were scaled from a topographic map and have
 LC0608.an estimated accuracy of +/- 6 seconds.
 LC0608
 LC0608.The orthometric height was determined by differential leveling
 LC0608.and adjusted by the National Geodetic Survey in June 1991..
 LC0608
 LC0608.The geoid height was determined by GEOID03.
 LC0608
 LC0608.The dynamic height is computed by dividing the NAVD 88
 LC0608.geopotential number by the normal gravity value computed on the
 LC0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0608.degrees latitude (g = 980.6199 gals.).
 LC0608
 LC0608.The modeled gravity was interpolated from observed gravity values.
 LC0608
 LC0608;                    North         East    Units  Estimated Accuracy
 LC0608;SPC IL E     -   396,890.      279,460.      MT  (+/- 180 meters Scaled)
 LC0608
 LC0608                          SUPERSEDED SURVEY CONTROL
 LC0608
 LC0608  NGVD 29 (??/??/92)  218.93   (m)          718.3    (f) COMPUTED    2 0
 LC0608
 LC0608.Superseded values are not recommended for survey control.
 LC0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0608.See file dsdata.txt to determine how the superseded data were derived.
 LC0608
 LC0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK660558(NAD 83)
 LC0608_MARKER: DZ = AZIMUTH MARK DISK
 LC0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0608_STAMPING: HARRIS 1959
 LC0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0608+STABILITY: SURFACE MOTION
 LC0608
 LC0608  HISTORY     - Date     Condition        Report By
 LC0608  HISTORY     - 1959     MONUMENTED       CGS
 LC0608
 LC0608                          STATION DESCRIPTION
 LC0608
 LC0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0608'5.2 MI E FROM FARMER CITY.
 LC0608'ABOUT 4.25 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0608'FROM THE STATION AT FARMER CITY, THENCE 1.0 MILE NORTH ALONG A
 LC0608'GRAVEL ROAD, ABOUT 0.05 MILE SOUTH OF A FARM HOUSE EAST OF THE
 LC0608'ROAD, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 39 1/2 FEET
 LC0608'NORTH OF THE FIRST POWER POLE SOUTH OF THE FARM HOUSE, 2 FEET EAST
 LC0608'OF A FENCE, ABOUT 100 YARDS SOUTH OF A FARM DRIVE EAST, 1.5 FEET
 LC0608'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 LC0608'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0609 ***********************************************************************
 LC0609  DESIGNATION -  HARRIS RM 1
 LC0609  PID         -  LC0609
 LC0609  STATE/COUNTY-  IL/PIATT
 LC0609  USGS QUAD   -  MANSFIELD (1979)
 LC0609
 LC0609                         *CURRENT SURVEY CONTROL
 LC0609  ___________________________________________________________________
 LC0609* NAD 83(1986)-  40 14 14.     (N)    088 34 29.     (W)     SCALED    
 LC0609* NAVD 88     -       218.473  (meters)     716.77   (feet)  ADJUSTED  
 LC0609  ___________________________________________________________________
 LC0609  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0609  DYNAMIC HT  -         218.367 (meters)     716.43  (feet)  COMP
 LC0609  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 LC0609
 LC0609  VERT ORDER  -  SECOND    CLASS 0
 LC0609
 LC0609.The horizontal coordinates were scaled from a topographic map and have
 LC0609.an estimated accuracy of +/- 6 seconds.
 LC0609
 LC0609.The orthometric height was determined by differential leveling
 LC0609.and adjusted by the National Geodetic Survey in June 1991..
 LC0609
 LC0609.The geoid height was determined by GEOID03.
 LC0609
 LC0609.The dynamic height is computed by dividing the NAVD 88
 LC0609.geopotential number by the normal gravity value computed on the
 LC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0609.degrees latitude (g = 980.6199 gals.).
 LC0609
 LC0609.The modeled gravity was interpolated from observed gravity values.
 LC0609
 LC0609;                    North         East    Units  Estimated Accuracy
 LC0609;SPC IL E     -   396,370.      279,460.      MT  (+/- 180 meters Scaled)
 LC0609
 LC0609                          SUPERSEDED SURVEY CONTROL
 LC0609
 LC0609  NGVD 29 (??/??/92)  218.513  (m)          716.90   (f) ADJ UNCH    2 0
 LC0609
 LC0609.Superseded values are not recommended for survey control.
 LC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0609.See file dsdata.txt to determine how the superseded data were derived.
 LC0609
 LC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK660552(NAD 83)
 LC0609_MARKER: DR = REFERENCE MARK DISK
 LC0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0609_STAMPING: HARRIS NO 1 1959
 LC0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0609+STABILITY: SURFACE MOTION
 LC0609
 LC0609  HISTORY     - Date     Condition        Report By
 LC0609  HISTORY     - 1959     MONUMENTED       CGS
 LC0609
 LC0609                          STATION DESCRIPTION
 LC0609
 LC0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0609'4.9 MI E FROM FARMER CITY.
 LC0609'ABOUT 4.25 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0609'FROM THE STATION AT FARMER CITY, THENCE 0.65 MILE NORTH ALONG A
 LC0609'GRAVEL ROAD, ABOUT 0.15 MILE NORTH OF A FARM HOUSE EAST OF THE
 LC0609'ROAD, NEAR A JUNCTION OF A FARM ROAD EAST, 22 FEET EAST OF THE
 LC0609'CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE, 47.4 FEET NORTH
 LC0609'OF TRIANGULATION STATION HARRIS, 64 1/2 FEET NORTHEAST AND ACROSS
 LC0609'THE ROAD FROM THE THIRD POWER POLE NORTH OF THE FARM HOUSE, 40 FEET
 LC0609'NORTH OF THE THIRD TELEPHONE POLE NORTH OF THE FARM HOUSE, 220 FEET
 LC0609'SOUTH OF THE CENTER LINE OF THE FARM ROAD, 47.3 FEET NORTH OF A
 LC0609'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND
 LC0609'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0611 ***********************************************************************
 LC0611  DESIGNATION -  HARRIS RM 2
 LC0611  PID         -  LC0611
 LC0611  STATE/COUNTY-  IL/PIATT
 LC0611  USGS QUAD   -  MANSFIELD (1979)
 LC0611
 LC0611                         *CURRENT SURVEY CONTROL
 LC0611  ___________________________________________________________________
 LC0611* NAD 83(1986)-  40 14 14.     (N)    088 34 29.     (W)     SCALED    
 LC0611* NAVD 88     -       218.541  (meters)     717.00   (feet)  ADJUSTED  
 LC0611  ___________________________________________________________________
 LC0611  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LC0611  DYNAMIC HT  -         218.435 (meters)     716.65  (feet)  COMP
 LC0611  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 LC0611
 LC0611  VERT ORDER  -  SECOND    CLASS 0
 LC0611
 LC0611.The horizontal coordinates were scaled from a topographic map and have
 LC0611.an estimated accuracy of +/- 6 seconds.
 LC0611
 LC0611.The orthometric height was determined by differential leveling
 LC0611.and adjusted by the National Geodetic Survey in June 1991..
 LC0611
 LC0611.The geoid height was determined by GEOID03.
 LC0611
 LC0611.The dynamic height is computed by dividing the NAVD 88
 LC0611.geopotential number by the normal gravity value computed on the
 LC0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0611.degrees latitude (g = 980.6199 gals.).
 LC0611
 LC0611.The modeled gravity was interpolated from observed gravity values.
 LC0611
 LC0611;                    North         East    Units  Estimated Accuracy
 LC0611;SPC IL E     -   396,370.      279,460.      MT  (+/- 180 meters Scaled)
 LC0611
 LC0611                          SUPERSEDED SURVEY CONTROL
 LC0611
 LC0611  NGVD 29 (??/??/92)  218.581  (m)          717.13   (f) ADJ UNCH    2 0
 LC0611
 LC0611.Superseded values are not recommended for survey control.
 LC0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0611.See file dsdata.txt to determine how the superseded data were derived.
 LC0611
 LC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK660552(NAD 83)
 LC0611_MARKER: DR = REFERENCE MARK DISK
 LC0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0611_STAMPING: HARRIS NO 2 1959
 LC0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0611+STABILITY: SURFACE MOTION
 LC0611
 LC0611  HISTORY     - Date     Condition        Report By
 LC0611  HISTORY     - 1959     MONUMENTED       CGS
 LC0611  HISTORY     - 1975     POOR             USGS
 LC0611
 LC0611                          STATION DESCRIPTION
 LC0611
 LC0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0611'4.9 MI E FROM FARMER CITY.
 LC0611'ABOUT 4.25 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0611'FROM THE STATION AT FARMER CITY, THENCE 0.65 MILES NORTH ALONG A
 LC0611'GRAVEL ROAD, ABOUT 0.15 MILE NORTH OF A FARM HOUSE EAST OF THE
 LC0611'ROAD, NEAR THE JUNCTION OF A FARM ROAD EAST, 21.5 FEET EAST OF THE
 LC0611'CENTER LINE OF THE ROAD, 1 1/2 FEET WEST OF A FENCE, 72 FEET
 LC0611'SOUTHEAST AND ACROSS THE ROAD FROM THE THIRD POWER POLE NORTH OF
 LC0611'THE FARM HOUSE, 318 FEET SOUTH OF THE CENTER LINE OF THE FARM ROAD,
 LC0611'57.4 FEET SOUTH OF THE THIRD TELEPHONE POLE NORTH OF THE FARM HOUSE,
 LC0611'50.5 FEET SOUTH OF TRIANGULATION STATION HARRIS, 50.7 FEET SOUTH
 LC0611'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD
 LC0611'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 LC0611
 LC0611                          STATION RECOVERY (1975)
 LC0611
 LC0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC0611'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1603 ***********************************************************************
 HB1603  DESIGNATION -  HARRISBURG
 HB1603  PID         -  HB1603
 HB1603  STATE/COUNTY-  IL/SALINE
 HB1603  USGS QUAD   -  HARRISBURG (1996)
 HB1603
 HB1603                         *CURRENT SURVEY CONTROL
 HB1603  ___________________________________________________________________
 HB1603* NAD 83(1997)-  37 44 18.60222(N)    088 32 22.41550(W)     ADJUSTED  
 HB1603* NAVD 88     -       120.     (meters)     394.     (feet)  SCALED    
 HB1603  ___________________________________________________________________
 HB1603  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HB1603  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB1603
 HB1603  HORZ ORDER  -  FIRST
 HB1603
 HB1603.The horizontal coordinates were established by classical geodetic methods
 HB1603.and adjusted by the National Geodetic Survey in October 1999..
 HB1603
 HB1603.The orthometric height was scaled from a topographic map.
 HB1603
 HB1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1603
 HB1603.The geoid height was determined by GEOID03.
 HB1603
 HB1603;                    North         East     Units Scale Factor Converg.
 HB1603;SPC IL E     -   118,970.736   281,822.931   MT  0.99997907   -0 07 34.4
 HB1603;SPC IL E     -   390,323.16    924,614.07   sFT  0.99997907   -0 07 34.4
 HB1603;UTM  16      - 4,177,917.401   364,348.058   MT  0.99982665   -0 56 32.8
 HB1603
 HB1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1603!SPC IL E     -   0.99998582  x   0.99997907  =   0.99996489
 HB1603!UTM  16      -   0.99998582  x   0.99982665  =   0.99981247
 HB1603
 HB1603|---------------------------------------------------------------------|
 HB1603| PID    Reference Object                     Distance      Geod. Az  |
 HB1603|                                                           dddmmss.s |
 HB1603| CI3786 HARRISBURG RM 1                      26.685 METERS 01656     |
 HB1603| HB1591 MUDDY JOHN MOLNASOLO STACK          APPROX. 3.5 KM 0305020.9 |
 HB1603| HB1476 ELDORADO MUNICIPAL TANK             APPROX.11.9 KM 0430950.3 |
 HB1603| HB1477 ELDORADO TOWNSHIP HS VENT           APPROX.12.9 KM 0452349.5 |
 HB1603| HB1601 HARRISBURG RADIO STA WEBQ MAST       42.363 METERS 09000     |
 HB1603| CI3788 HARRISBURG RM 3                      20.780 METERS 09752     |
 HB1603| HB1600 HARRISBURG MUNICIPAL TANK           137.253 METERS 15027     |
 HB1603| CI3789 HARRISBURG RM 4                      23.733 METERS 20049     |
 HB1603| HB1598 BRIER                               APPROX. 5.3 KM 2140108.7 |
 HB1603| HB1602 HARRISBURG TV STA WSIL MAST         188.382 METERS 24552     |
 HB1603| CI3787 HARRISBURG RM 2                      23.276 METERS 26154     |
 HB1603| CI3785 HARRISBURG AZ MK                                   2644948.2 |
 HB1603| HB1599 HARRISBURG CO CTHSE CLOCK TWR        34.501 METERS 31737     |
 HB1603| HB1589 AIRPORT BN HARRISB RALEIGH APT      APPROX. 8.1 KM 3553334.3 |
 HB1603|---------------------------------------------------------------------|
 HB1603
 HB1603                          SUPERSEDED SURVEY CONTROL
 HB1603
 HB1603  NAD 83(1997)-  37 44 18.60796(N)    088 32 22.41542(W) AD(       ) 1
 HB1603  NAD 83(1986)-  37 44 18.61367(N)    088 32 22.41807(W) AD(       ) 1
 HB1603  NAD 27      -  37 44 18.44187(N)    088 32 22.23208(W) AD(       ) 1
 HB1603
 HB1603.Superseded values are not recommended for survey control.
 HB1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1603.See file dsdata.txt to determine how the superseded data were derived.
 HB1603
 HB1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6434877917(NAD 83)
 HB1603_MARKER: DS = TRIANGULATION STATION DISK
 HB1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1603
 HB1603  HISTORY     - Date     Condition        Report By
 HB1603  HISTORY     - 1957     MONUMENTED       CGS
 HB1603  HISTORY     - 1967     GOOD             CGS
 HB1603
 HB1603                          STATION DESCRIPTION
 HB1603
 HB1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1603'THE STATION IS IN THE SOUTHEAST CORNER OF THE SALINE COUNTY
 HB1603'COURTHOUSE LAWN IN HARRISBURG.  IT IS 27 FEET NORTHWEST OF THE
 HB1603'SOUTHEAST CORNER OF THE COURTHOUSE LAWN, 56 FEET SOUTHEAST OF THE
 HB1603'SOUTHEAST CORNER OF THE COURTHOUSE, 24 FEET WEST OF THE WEST EDGE
 HB1603'OF THE SIDEWALK AND 14 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 HB1603'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HARRISBURG 1957.
 HB1603'
 HB1603'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON POPLAR STREET
 HB1603'FOR 0.15 MILE TO THE GASKINS FUNERAL HOME ON THE LEFT AND THE MARK
 HB1603'ON THE LEFT AS DESCRIBED.
 HB1603'
 HB1603'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK, 5
 HB1603'FEET SOUTH OF THE SOUTH EDGE OF THE WALK LEADING TO THE EAST
 HB1603'ENTRANCE OF THE COURTHOUSE AND 17 FEET NORTH OF A STREET LIGHT POST.
 HB1603'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HARRISBURG NO 1
 HB1603'1957.
 HB1603'
 HB1603'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE NORTH EDGE OF THE SIDEWALK,
 HB1603'14 FEET SOUTH OF THE WEST EDGE OF THE STEPS LEADING TO THE SOUTH
 HB1603'ENTRANCE OF THE COURTHOUSE AND 16 FEET EAST OF A STREET LIGHT POST.
 HB1603'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HARRISBURG NO 2 1957.
 HB1603'
 HB1603'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTERLINE OF POPLAR STREET,
 HB1603'12 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GASKINS FUNERAL
 HB1603'HOME, 9 FEET SOUTH OF THE CURB AND 11 FEET EAST OF THE CENTERLINE OF
 HB1603'A PAVED DRIVEWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 HB1603'HARRISBURG 1957.
 HB1603'
 HB1603'NOTE- THE HARRISBURG MUNICIPAL WATER TANK, WSIL TELEVISION MAST,
 HB1603'RADIO STATION WEBQ MAST, AND THE SALINE COUNTY CTHSE CLOCK
 HB1603'TOWER ARE ALL VISIBLE FROM THE GROUND BUT ARE TOO CLOSE AND THE
 HB1603'VERTICAL ANGLES TO GREAT FOR PRACTICAL USE FOR ACCURATE STARTING
 HB1603'AZIMUTHS FOR LOCAL SURVEYS.
 HB1603'
 HB1603'HEIGHT OF LIGHT AOBVE STATION MARK 30 METERS.
 HB1603
 HB1603                          STATION RECOVERY (1967)
 HB1603
 HB1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HB1603'THE STATION MARK, REFERENCE MARK AND THE AZIMUTH MARK WERE FOUND
 HB1603'IN GOOD CONDITION.  DUE TO CONSTRUCTION OF A NEW COURTHOUSE
 HB1603'REFERENCE MARKS 1 AND 2 WERE DESTROYED AFTER 2 NEW REFERENCE MARKS 3
 HB1603'AND 4 WERE SET.  THE DISTANCE TO THE REFERENCE MARKS CHECKED
 HB1603'AND THE DIRECTION BETWEEN THEM CHECKED.  THE AZIMUTH MARK IS
 HB1603'NOW 3 INCHES BELOW THE GROUND BUT COULD NOT BE DUG UP SINCE IT
 HB1603'IS IN A NICE GRASSY POLT BETWEEN THE SIDEWALK AND THE STREET.
 HB1603'A NEW DESCRIPTION FOLLOWS.
 HB1603'
 HB1603'THE STATION IS IN THE SOUTHEAST CORNER OF THE SALINE COUNTY
 HB1603'COURTHOUSE LAWN IN HARRISBURG.  IT IS 48 FEET WEST OF THE
 HB1603'CENTERLINE OF VINE STREET, 46 FEET NORTH OF THE CENTERLINE OF
 HB1603'POPLAR STREET, 24 FEET NORTHWEST OF A STEEL LIGHT POLE ON A
 HB1603'CONCRETE BASE, AND WILL BE 1-1/2 TO 2 FEET UNDERGROUND WHEN
 HB1603'THE CONSTRUCTION IS COMPLETED.  THE DISK ARE STAMPED HARRISBURG
 HB1603'1957.
 HB1603'
 HB1603'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 HB1603'THE CONCRETE BASE OF A LIGHT POLE IN FRONT OF THE HARRISBURG
 HB1603'NATIONAL BANK.  IT IS 12 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 HB1603'THE BANK, 9 FEET WEST OF THE WEST SIDE OF THE BANK AND 1 FOOT EAST
 HB1603'OF THE EAST CURB OF VINE STREET.  THE DISK IS STAMPED HARRISBURG
 HB1603'NO 3 1967.
 HB1603'
 HB1603'REFERENCE MARK 4 IS SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK
 HB1603'IN FRONT OF THE FIRST FEDERAL SAVINGS AND LOAN ASSN. ON THE SOUTH
 HB1603'SIDE OF POPLAR STREET.  IT IS 10 FEET NORTH OF THE NORTH SIDE OF
 HB1603'THE BUILDING, 1 FOOT SOUTH OF THE NORTH EDGE OF THE SIDEWALK, 4-1/2
 HB1603'FEET SOUTH OF THE SOUTH CURB OF POPLAR STREET AND 6 INCHES
 HB1603'WEST OF A PARKING METER.  THE DISK IS STAMPED HARRISBURG 1957.
 HB1603'
 HB1603'THE AZIMUTH MARK IS NOW 3 INCHES BELOW THE GROUND.
 HB1603'
 HB1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HARRISBURG.
 HB1603'
 HB1603'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1599 ***********************************************************************
 HB1599  DESIGNATION -  HARRISBURG CO CTHSE CLOCK TWR
 HB1599  PID         -  HB1599
 HB1599  STATE/COUNTY-  IL/SALINE
 HB1599  USGS QUAD   -  HARRISBURG (1996)
 HB1599
 HB1599                         *CURRENT SURVEY CONTROL
 HB1599  ___________________________________________________________________
 HB1599* NAD 83(1997)-  37 44 19.42870(N)    088 32 23.36552(W)     ADJUSTED  
 HB1599* NAVD 88     -                                                        
 HB1599  ___________________________________________________________________
 HB1599  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HB1599  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB1599
 HB1599  HORZ ORDER  -  THIRD
 HB1599
 HB1599.The horizontal coordinates were established by classical geodetic methods
 HB1599.and adjusted by the National Geodetic Survey in October 1999..
 HB1599
 HB1599
 HB1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1599
 HB1599.The geoid height was determined by GEOID03.
 HB1599
 HB1599;                    North         East     Units Scale Factor Converg.
 HB1599;SPC IL E     -   118,996.268   281,799.727   MT  0.99997908   -0 07 35.0
 HB1599;SPC IL E     -   390,406.92    924,537.94   sFT  0.99997908   -0 07 35.0
 HB1599;UTM  16      - 4,177,943.257   364,325.224   MT  0.99982673   -0 56 33.4
 HB1599
 HB1599                          SUPERSEDED SURVEY CONTROL
 HB1599
 HB1599  NAD 83(1997)-  37 44 19.43441(N)    088 32 23.36540(W) AD(       ) 4
 HB1599  NAD 83(1986)-  37 44 19.44017(N)    088 32 23.36797(W) AD(       ) 4
 HB1599  NAD 27      -  37 44 19.26718(N)    088 32 23.18062(W) AD(       ) 3
 HB1599
 HB1599.Superseded values are not recommended for survey control.
 HB1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1599.See file dsdata.txt to determine how the superseded data were derived.
 HB1599
 HB1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6432577943(NAD 83)
 HB1599_MARKER: 55 = TOWER
 HB1599
 HB1599  HISTORY     - Date     Condition        Report By
 HB1599  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1599  HISTORY     - 1960     GOOD             CGS
 HB1599
 HB1599                          STATION DESCRIPTION
 HB1599
 HB1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1599'THE STATION IS THE FINIAL AT THE APEX OF THE SALINE COUNTY COURTHOUSE
 HB1599'CLOCKTOWER IN HARRISBURG.  IT IS LOCATED IN THE CENTRAL SECTION OF
 HB1599'TOWN, NORTH OF E. POPULAR STREET AND EAST OF MAIN STREET.  THE
 HB1599'COURTHOUSE IS OF RED BRICK CONSTRUCTION.  THE CLOCK TOWER
 HB1599'IS ALSO OF RED BRICK CONSTRUCTION, IS NEAR THE CENTER OF THE BUILDING
 HB1599'AND HAS A GRAY AND GREEN SHINGLED ROOF.  THE CLOCKTOWER IS SQUARE
 HB1599'WITH OPENINGS AND LARGE CLOCKS ON ALL 4 SIDES.  THE OVERALL HEIGHT IS
 HB1599'ABOUT 110 FEET.
 HB1599
 HB1599                          STATION RECOVERY (1960)
 HB1599
 HB1599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1599'THE STATION, RECOVERED AND FOUND AS DESCRIBED IN 1957.  THE 1957
 HB1599'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1600 ***********************************************************************
 HB1600  DESIGNATION -  HARRISBURG MUNICIPAL TANK
 HB1600  PID         -  HB1600
 HB1600  STATE/COUNTY-  IL/SALINE
 HB1600  USGS QUAD   -  HARRISBURG (1996)
 HB1600
 HB1600                         *CURRENT SURVEY CONTROL
 HB1600  ___________________________________________________________________
 HB1600* NAD 83(1997)-  37 44 14.72940(N)    088 32 19.65107(W)     ADJUSTED  
 HB1600* NAVD 88     -                                                        
 HB1600  ___________________________________________________________________
 HB1600  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HB1600  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB1600
 HB1600  HORZ ORDER  -  THIRD
 HB1600
 HB1600.The horizontal coordinates were established by classical geodetic methods
 HB1600.and adjusted by the National Geodetic Survey in October 1999..
 HB1600
 HB1600
 HB1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1600
 HB1600.The geoid height was determined by GEOID03.
 HB1600
 HB1600;                    North         East     Units Scale Factor Converg.
 HB1600;SPC IL E     -   118,851.187   281,890.352   MT  0.99997904   -0 07 32.7
 HB1600;SPC IL E     -   389,930.94    924,835.26   sFT  0.99997904   -0 07 32.7
 HB1600;UTM  16      - 4,177,796.923   364,413.760   MT  0.99982643   -0 56 31.0
 HB1600
 HB1600                          SUPERSEDED SURVEY CONTROL
 HB1600
 HB1600  NAD 83(1997)-  37 44 14.73462(N)    088 32 19.65086(W) AD(       ) 4
 HB1600  NAD 83(1986)-  37 44 14.74098(N)    088 32 19.65360(W) AD(       ) 4
 HB1600  NAD 27      -  37 44 14.56991(N)    088 32 19.46875(W) AD(       ) 3
 HB1600
 HB1600.Superseded values are not recommended for survey control.
 HB1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1600.See file dsdata.txt to determine how the superseded data were derived.
 HB1600
 HB1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6441477797(NAD 83)
 HB1600_MARKER: 53 = ELEVATED TANK
 HB1600
 HB1600  HISTORY     - Date     Condition        Report By
 HB1600  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1600  HISTORY     - 1960     GOOD             CGS
 HB1600
 HB1600                          STATION DESCRIPTION
 HB1600
 HB1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1600'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER TANK OF
 HB1600'HARRISBURG.  IT IS LOCATED NEAR THE CENTRAL SECTION OF TOWN, ABOUT
 HB1600'100 FEET NORTH OF E. CHURCH STREET AND ABOUT 30 FEET WEST OF S.
 HB1600'CHERRY STREET.  THE TANK IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE
 HB1600'AND THE OVERALL HEIGHT IS ABOUT 140 FEET.  THE TANK AND THE
 HB1600'SUPPORTING STRUCTURE ARE ALUMINUM COLORED.
 HB1600
 HB1600                          STATION RECOVERY (1960)
 HB1600
 HB1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1600'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  THE DESCRIPTION IS
 HB1600'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1601 ***********************************************************************
 HB1601  DESIGNATION -  HARRISBURG RADIO STA WEBQ MAST
 HB1601  PID         -  HB1601
 HB1601  STATE/COUNTY-  IL/SALINE
 HB1601  USGS QUAD   -  HARRISBURG (1996)
 HB1601
 HB1601                         *CURRENT SURVEY CONTROL
 HB1601  ___________________________________________________________________
 HB1601* NAD 83(1997)-  37 44 18.60223(N)    088 32 20.68527(W)     ADJUSTED  
 HB1601* NAVD 88     -                                                        
 HB1601  ___________________________________________________________________
 HB1601  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HB1601  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB1601
 HB1601  HORZ ORDER  -  THIRD
 HB1601
 HB1601.The horizontal coordinates were established by classical geodetic methods
 HB1601.and adjusted by the National Geodetic Survey in October 1999..
 HB1601
 HB1601
 HB1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1601
 HB1601.The geoid height was determined by GEOID03.
 HB1601
 HB1601;                    North         East     Units Scale Factor Converg.
 HB1601;SPC IL E     -   118,970.643   281,865.293   MT  0.99997905   -0 07 33.3
 HB1601;SPC IL E     -   390,322.85    924,753.05   sFT  0.99997905   -0 07 33.3
 HB1601;UTM  16      - 4,177,916.705   364,390.409   MT  0.99982651   -0 56 31.7
 HB1601
 HB1601                          SUPERSEDED SURVEY CONTROL
 HB1601
 HB1601  NAD 83(1997)-  37 44 18.60793(N)    088 32 20.68545(W) AD(       ) 4
 HB1601  NAD 83(1986)-  37 44 18.61434(N)    088 32 20.68735(W) AD(       ) 4
 HB1601  NAD 27      -  37 44 18.44181(N)    088 32 20.49974(W) AD(       ) 3
 HB1601
 HB1601.Superseded values are not recommended for survey control.
 HB1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1601.See file dsdata.txt to determine how the superseded data were derived.
 HB1601
 HB1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6439077917(NAD 83)
 HB1601_MARKER: 42 = RADIO/TV MAST
 HB1601
 HB1601  HISTORY     - Date     Condition        Report By
 HB1601  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1601  HISTORY     - 1960     GOOD             CGS
 HB1601
 HB1601                          STATION DESCRIPTION
 HB1601
 HB1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1601'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF THE RADIO STATION
 HB1601'IN HARRISBURG.  IT IS LOCATED NEAR THE CENTRAL SECTION OF TOWN,
 HB1601'SOUTHEAST OF THE COURTHOUSE SQUARE AND ON THE HARRISBURG NATIONAL
 HB1601'BANK BUILDING.  THE MAST IS A SQUARE, SELF SUPPORTING STEEL
 HB1601'STRUCTURE, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE WITH A RED
 HB1601'NEON TUBE RUNNING THE ENTIRE LENGTH OF THE MAST AND A FLASHING RED
 HB1601'LIGHT ATOP.  THE BUILDING IS 106 FEET HIGH AND THE MAST IS 204 FEET
 HB1601'HIGH.  THE ADDRESS IS 100 E. POPLAR STREET.
 HB1601
 HB1601                          STATION RECOVERY (1960)
 HB1601
 HB1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1601'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED.  THE 1957
 HB1601'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1602 ***********************************************************************
 HB1602  DESIGNATION -  HARRISBURG TV STA WSIL MAST
 HB1602  PID         -  HB1602
 HB1602  STATE/COUNTY-  IL/SALINE
 HB1602  USGS QUAD   -  HARRISBURG (1996)
 HB1602
 HB1602                         *CURRENT SURVEY CONTROL
 HB1602  ___________________________________________________________________
 HB1602* NAD 83(1997)-  37 44 16.10445(N)    088 32 29.43724(W)     ADJUSTED  
 HB1602* NAVD 88     -                                                        
 HB1602  ___________________________________________________________________
 HB1602  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HB1602  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB1602
 HB1602  HORZ ORDER  -  THIRD
 HB1602
 HB1602.The horizontal coordinates were established by classical geodetic methods
 HB1602.and adjusted by the National Geodetic Survey in October 1999..
 HB1602
 HB1602
 HB1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1602
 HB1602.The geoid height was determined by GEOID03.
 HB1602
 HB1602;                    North         East     Units Scale Factor Converg.
 HB1602;SPC IL E     -   118,894.110   281,650.841   MT  0.99997915   -0 07 38.7
 HB1602;SPC IL E     -   390,071.76    924,049.47   sFT  0.99997915   -0 07 38.7
 HB1602;UTM  16      - 4,177,843.246   364,174.921   MT  0.99982723   -0 56 37.0
 HB1602
 HB1602                          SUPERSEDED SURVEY CONTROL
 HB1602
 HB1602  NAD 83(1997)-  37 44 16.10971(N)    088 32 29.43789(W) AD(       ) 4
 HB1602  NAD 83(1986)-  37 44 16.11619(N)    088 32 29.43940(W) AD(       ) 4
 HB1602  NAD 27      -  37 44 15.94842(N)    088 32 29.24866(W) AD(       ) 3
 HB1602
 HB1602.Superseded values are not recommended for survey control.
 HB1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1602.See file dsdata.txt to determine how the superseded data were derived.
 HB1602
 HB1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6417577843(NAD 83)
 HB1602_MARKER: 42 = RADIO/TV MAST
 HB1602
 HB1602  HISTORY     - Date     Condition        Report By
 HB1602  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1602  HISTORY     - 1960     GOOD             CGS
 HB1602
 HB1602                          STATION DESCRIPTION
 HB1602
 HB1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1602'THE STATION IS THE CENTER OF THE TOP OF THE TELEVISION STATION MAST
 HB1602'IN HARRISBURG.  IT IS LOCATED NEAR THE CENTRAL SECTION OF TOWN,
 HB1602'ABOUT 150 FEET SOUTH OF W. POPLAR STREET, THE ADDRESS BEING 23 W.
 HB1602'POPLAR STREET.  THE MAST IS A TRIANGULAR SELF SUPPORTING
 HB1602'STEEL STRUCTURE, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND
 HB1602'550 FEET IN HEIGHT.
 HB1602
 HB1602                          STATION RECOVERY (1960)
 HB1602
 HB1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1602'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE 1957
 HB1602'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1379 ***********************************************************************
 KB1379  DESIGNATION -  HARTEL
 KB1379  PID         -  KB1379
 KB1379  STATE/COUNTY-  IL/CHRISTIAN
 KB1379  USGS QUAD   -  GROVE CITY (1982)
 KB1379
 KB1379                         *CURRENT SURVEY CONTROL
 KB1379  ___________________________________________________________________
 KB1379* NAD 83(1997)-  39 41 01.29391(N)    089 16 40.66806(W)     ADJUSTED  
 KB1379* NAVD 88     -       188.6    (meters)     619.     (feet)  VERTCON   
 KB1379  ___________________________________________________________________
 KB1379  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KB1379  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1379
 KB1379  HORZ ORDER  -  FIRST
 KB1379
 KB1379.The horizontal coordinates were established by classical geodetic methods
 KB1379.and adjusted by the National Geodetic Survey in October 1999..
 KB1379
 KB1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1379
 KB1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1379
 KB1379.The geoid height was determined by GEOID03.
 KB1379
 KB1379;                    North         East     Units Scale Factor Converg.
 KB1379;SPC IL W     -   335,247.312   776,234.889   MT  1.00001270   +0 34 03.0
 KB1379;SPC IL W     - 1,099,890.56  2,546,697.30   sFT  1.00001270   +0 34 03.0
 KB1379;UTM  16      - 4,395,131.603   304,649.914   MT  1.00006985   -1 27 18.2
 KB1379
 KB1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1379!SPC IL W     -   0.99997548  x   1.00001270  =   0.99998818
 KB1379!UTM  16      -   0.99997548  x   1.00006985  =   1.00004533
 KB1379
 KB1379|---------------------------------------------------------------------|
 KB1379| PID    Reference Object                     Distance      Geod. Az  |
 KB1379|                                                           dddmmss.s |
 KB1379| CI7505 HARTEL RM 1                          21.690 METERS 09049     |
 KB1379| KB1373 STONINGTON MUN TANK                 APPROX. 9.2 KM 1244154.2 |
 KB1379| CI7506 HARTEL RM 2                          20.705 METERS 16329     |
 KB1379| KB1393 EDINBURG MUN TANK                   APPROX.10.6 KM 2532203.8 |
 KB1379| KB1381 HARTEL AZ MK                        APPROX. 1.0 KM 2760817.0 |
 KB1379|---------------------------------------------------------------------|
 KB1379
 KB1379                          SUPERSEDED SURVEY CONTROL
 KB1379
 KB1379  NAD 83(1986)-  39 41 01.30411(N)    089 16 40.64882(W) AD(       ) 1
 KB1379  NAD 27      -  39 41 01.14533(N)    089 16 40.34423(W) AD(       ) 1
 KB1379  NGVD 29 (07/19/86)  188.7    (m)          619.     (f) VERT ANG       
 KB1379
 KB1379.Superseded values are not recommended for survey control.
 KB1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1379.See file dsdata.txt to determine how the superseded data were derived.
 KB1379
 KB1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0465095132(NAD 83)
 KB1379_MARKER: DS = TRIANGULATION STATION DISK
 KB1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1379_STAMPING: HARTEL 1975
 KB1379_MARK LOGO: NGS   
 KB1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1379+STABILITY: SURFACE MOTION
 KB1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1379+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000
 KB1379
 KB1379  HISTORY     - Date     Condition        Report By
 KB1379  HISTORY     - 1976     MONUMENTED       NGS
 KB1379  HISTORY     - 19850411 GOOD             NGS
 KB1379  HISTORY     - 20000803 GOOD             CMT
 KB1379
 KB1379                          STATION DESCRIPTION
 KB1379
 KB1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1379'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF TAYLORVILLE, 6
 KB1379'MILES EAST-NORTHEAST OF EDINBURG, 6 MILES SOUTH OF MT AUBURN,
 KB1379'IN THE SOUTH 1/2 SECTION 2, T 14 N, R 2 W, AND ON LAND OWNED
 KB1379'BY MR. BILL HARTEL, ROUTE 2, EDINBURG, ILLINOIS, TELEPHONE NUMBER
 KB1379'325-3345.
 KB1379'
 KB1379'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND
 KB1379'COUNTY ROAD 21 IN EDINBURG, GO EAST ON COUNTY ROAD 21 FOR 4.0
 KB1379'MILES TO A CROSSROAD AND THE CENTRAL POINT A.T.A. BUILDING ON
 KB1379'THE RIGHT, CONTINUE EASTERLY ON COUNTY ROAD 21 FOR 1.0 MILE
 KB1379'TO THE JUNCTION WITH COUNTY ROAD 22.  TURN LEFT AND GO NORTH
 KB1379'ON COUNTY ROAD 22 FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH
 KB1379'MARK IN THE NORTHWEST ANGLE OF CROSSROAD.  TURN RIGHT AND GO
 KB1379'EAST ON A PAVED ROAD FOR 0.5 MILE TO A DRIVEWAY LEADING TO
 KB1379'MR. HARTEL HOME.  TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR
 KB1379'0.05 MILE TO THE STATION ON THE RIGHT.
 KB1379'
 KB1379'STATION MARKS ARE STANDARD DISKS STAMPED HARTEL 1975.  THE
 KB1379'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1379'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 35
 KB1379'FEET WEST OF THE CENTER OF THE DRIVEWAY, 35 FEET SOUTHEAST OF
 KB1379'A 30-INCH OAK TREE AND 68 FEET NORTH-NORTHWEST OF THE NORTHWEST
 KB1379'CORNER OF A BARN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 KB1379'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KB1379'
 KB1379'REFERENCE MARK 1, A STANDARD DISK STAMPED HARTEL NO 1 1975, IS
 KB1379'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF TRUCK SCALE
 KB1379'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 77 FEET
 KB1379'SOUTHWEST OF THE SOUTHWEST CORNER OF A GREEN TIN SHED AND 35
 KB1379'FEET WEST OF THE CENTER OF THE DRIVEWAY.
 KB1379'
 KB1379'REFERENCE MARK 2, A STANDARD DISK STAMPED HARTEL NO 2 1975, IS
 KB1379'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KB1379'IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT WEST OF THE
 KB1379'NORTHWEST CORNER OF THE BARN.
 KB1379'
 KB1379'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED HARTEL AZ
 KB1379'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1379'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET
 KB1379'WEST OF THE CENTERLINE OF COUNTY ROAD 22, 30 FEET NORTH OF THE
 KB1379'CENTER OF A PAVED ROAD, 4 FEET NORTH OF A 4 BY 4-INCH ROAD
 KB1379'RIGHT-OF-WAY CONCRETE POST AND 2 FEET SOUTH OF A METAL WITNESS
 KB1379'POST.
 KB1379'
 KB1379'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 KB1379
 KB1379                          STATION RECOVERY (1985)
 KB1379
 KB1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KB1379'THE STATION MARK, RMS 1 AND 2 AND THE AZ MK WAS RECOVERED IN GOOD
 KB1379'CONDITION.  AT THE NEW PROPERTY OWNERS REQUEST RMS 3 AND 4 WERE
 KB1379'ESTABLISHED AND RMS 1 AND 2 WERE DESTROYED.  THE DISTANCE AND
 KB1379'DIRECTION TO BOTH RMS CHECKED THE 1976 DATA.  THE DIRECTION TO THE AZ
 KB1379'MK WAS NOT TURNED AT THIS TIME, SEE NOTE BELOW.  THE TO REACH FOR THIS
 KB1379'STATION IS STILL ADEQUATE.  NOTE, DUE TO A CHICKEN HOUSE ON LINE
 KB1379'BETWEEN THE STATION AND THE AZ, A 8 FOOT (2.4 M) TRIPOD IS NEEDED AT
 KB1379'BOTH ENDS IN ORDER TO SEE GROUND TO GROUND.  OWNERSHIP--DANNY AND
 KB1379'TERESA BROCKELSBY OF ROUTE 2, BOX 263, EDINBURG, ILLINOIS.
 KB1379' 
 KB1379'THE STATION IS A STANDARD NGS DISK STAMPED---HARTEL 1975---, SET INTO
 KB1379'THE TOP OF A ROUND CONCRETE MONUMENT 35 CM (12 INCHES) IN DIAMETER,
 KB1379'RECESSED 6 CM (2 INCHES) BELOW THE GROUND.  THE STATION IS LOCATED
 KB1379'20.726 METERS (67.999 FT) NNW FROM THE NW CORNER OF A BARN, WILL BE
 KB1379'TORN DOWN LATER, 10.668 METERS (35.000 FT) W FROM THE CENTERLINE OF
 KB1379'THE DRIVEWAY AND 10.338 METERS (33.917 FT) SE FROM A 30 INCH OAK TREE,
 KB1379'AND 9.906 METERS (32.500 FT) E FROM THE E FACE OF CHICKEN HOUSE.  RM
 KB1379'NO 3, IS A STANDARD NGS DISK STAMPED---HARTEL 1975 NO 3 1985---, SET
 KB1379'INTO THE OF A ROUND CONCRTE MONUMENT, 30 CM (10 INCHES) IN DIAMETER,
 KB1379'FLUSH WITH GROUND.  THE STATION IS LOCATED 2.591 METERS (8.501 FT) E
 KB1379'FROM THE CENTER LINE OF DRIVEWAY, 1.067 METERS (3.501 FT) SSW FROM A
 KB1379'UTILITY POLE AND 0.762 METERS (2.500 FT) W FROM A BOARD FENCE AROUND
 KB1379'SWIMMING POOL, AND 0.2 METERS (0.7 FT) BELOW THE STATION.  RM NO 4, IS
 KB1379'A STANDARD NGS DISK STAMPED---HARTEL 1975 NO 4 1985---, SET INTO THE
 KB1379'TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10 INCHES) IN DIAMETER,
 KB1379'RECESSED 6 CM (2 INCHES) BELOW THE GROUND. NOTE, THIS MARK WAS
 KB1379'RECESSED AT THE PROPERTY OWNERS REQUEST.  THE STATION IS LOCATED 0.305
 KB1379'METERS (1.001 FT) E FROM THE SE CORNER OF A CHICKEN HOUSE AND 14.630
 KB1379'METERS (47.999 FT) S FROM THE 30 INCH OAK TREE.  AZ MK NO 1, IS A
 KB1379'STANDARD NGS RM, DISK STAMPED---HARTEL 1975-, SET INTO THE TOP OF A
 KB1379'ROUND CONCRETE MONUMENT, 35 CM (12 INCHES) IN DIAMETER, FLUSH WITH
 KB1379'GROUND.  THE STATION IS LOCATED 9.449 METERS (31.001 FT) W FROM THE
 KB1379'CENTERLINE OF COUNTY ROAD 22, 9.144 METERS (30.000 FT) N FROM THE
 KB1379'CENTERLINE OF AN E-W PAVED ROAD, 1.219 METERS (3.999 FT) N FROM A 4
 KB1379'INCH BY 4 INCH ROAD RIGHT-OF-WAY CONCRETE POST AND 0.610 METERS (2.001
 KB1379'FT) S FROM A METAL WITNESS POST.
 KB1379
 KB1379                          STATION RECOVERY (2000)
 KB1379
 KB1379'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM)
 KB1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1381 ***********************************************************************
 KB1381  DESIGNATION -  HARTEL AZ MK
 KB1381  PID         -  KB1381
 KB1381  STATE/COUNTY-  IL/CHRISTIAN
 KB1381  USGS QUAD   -  GROVE CITY (1982)
 KB1381
 KB1381                         *CURRENT SURVEY CONTROL
 KB1381  ___________________________________________________________________
 KB1381* NAD 83(1997)-  39 41 04.63415(N)    089 17 20.89124(W)     ADJUSTED  
 KB1381* NAVD 88     -       182.7    (meters)     599.     (feet)  GPS OBS   
 KB1381  ___________________________________________________________________
 KB1381  X           -      60,981.595 (meters)                     COMP
 KB1381  Y           -  -4,914,879.648 (meters)                     COMP
 KB1381  Z           -   4,051,195.159 (meters)                     COMP
 KB1381  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 KB1381  ELLIP HEIGHT-         150.40  (meters)          (02/03/05) GPS OBS
 KB1381  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB1381
 KB1381  HORZ ORDER  -  FIRST
 KB1381  ELLP ORDER  -  FOURTH    CLASS II
 KB1381
 KB1381.The horizontal coordinates were established by GPS observations
 KB1381.and adjusted by the National Geodetic Survey in March 2003..
 KB1381
 KB1381.The orthometric height was determined by GPS observations and a
 KB1381.high-resolution geoid model.
 KB1381
 KB1381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1381
 KB1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1381
 KB1381.The ellipsoidal height was determined by GPS observations
 KB1381.and is referenced to NAD 83.
 KB1381
 KB1381.The geoid height was determined by GEOID03.
 KB1381
 KB1381;                    North         East     Units Scale Factor Converg.
 KB1381;SPC IL W     -   335,340.892   775,275.415   MT  1.00001091   +0 33 37.4
 KB1381;SPC IL W     - 1,100,197.58  2,543,549.42   sFT  1.00001091   +0 33 37.4
 KB1381;UTM  16      - 4,395,258.995   303,694.283   MT  1.00007446   -1 27 44.0
 KB1381
 KB1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1381!SPC IL W     -   0.99997641  x   1.00001091  =   0.99998731
 KB1381!UTM  16      -   0.99997641  x   1.00007446  =   1.00005086
 KB1381
 KB1381:                Primary Azimuth Mark                     Grid Az
 KB1381:SPC IL W     -  HARTEL                                   095 34 13.9
 KB1381:UTM  16      -  HARTEL                                   097 35 35.3
 KB1381
 KB1381|---------------------------------------------------------------------|
 KB1381| PID    Reference Object                     Distance      Geod. Az  |
 KB1381|                                                           dddmmss.s |
 KB1381| KB1379 HARTEL                              APPROX. 1.0 KM 0960751.3 |
 KB1381| KB1380 HARTEL AZ MK A PT 1976                5.509 METERS 23242     |
 KB1381| KB1392 KINCAID EDISON CO STACK             APPROX.20.6 KM 2395011.9 |
 KB1381|---------------------------------------------------------------------|
 KB1381
 KB1381                          SUPERSEDED SURVEY CONTROL
 KB1381
 KB1381  ELLIP H (03/14/03)  150.41   (m)                       GP(       ) 3 2
 KB1381  NAD 83(1997)-  39 41 04.63409(N)    089 17 20.89094(W) AD(       ) 2
 KB1381  NAD 83(1986)-  39 41 04.64419(N)    089 17 20.87172(W) AD(       ) 2
 KB1381  NAD 27      -  39 41 04.48466(N)    089 17 20.56589(W) AD(       ) 2
 KB1381  NGVD 29 (07/19/86)  183.7    (m)          603.     (f) VERT ANG       
 KB1381
 KB1381.Superseded values are not recommended for survey control.
 KB1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1381.See file dsdata.txt to determine how the superseded data were derived.
 KB1381
 KB1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0369495259(NAD 83)
 KB1381_MARKER: DZ = AZIMUTH MARK DISK
 KB1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1381_STAMPING: HARTEL 1976
 KB1381_MARK LOGO: NGS   
 KB1381_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1381+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2002
 KB1381
 KB1381  HISTORY     - Date     Condition        Report By
 KB1381  HISTORY     - 1976     MONUMENTED       NGS
 KB1381  HISTORY     - 19850515 GOOD             NGS
 KB1381  HISTORY     - 20000803 GOOD             CMT
 KB1381  HISTORY     - 20021108 GOOD             ILDT
 KB1381
 KB1381                          STATION DESCRIPTION
 KB1381
 KB1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1381'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF TAYLORVILLE, 6
 KB1381'MILES EAST-NORTHEAST OF EBINBURG AND 6 MILES SOUTH OF MT AUBURN.
 KB1381'
 KB1381'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED HARTEL AZ
 KB1381'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1381'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET
 KB1381'WEST OF THE CENTERLINE OF COUNTY ROAD 22, 30 FEET NORTH OF THE
 KB1381'CENTER OF A PAVED ROAD, 4 FEET NORTH OF A 4 BY 4-INCH ROAD
 KB1381'RIGHT-OF-WAY CONCRETE POST AND 2 FEET SOUTH OF A METAL WITNESS
 KB1381'POST.
 KB1381'
 KB1381'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1381'STATION HARTEL 1975.
 KB1381'
 KB1381'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARTEL,
 KB1381'DISTANCE BEING 963.994 METERS, WEST OF THE TRIANGULATON STATION.
 KB1381
 KB1381                          STATION RECOVERY (1985)
 KB1381
 KB1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KB1381'RECOVERED AS DESCRIBED.
 KB1381
 KB1381                          STATION RECOVERY (2000)
 KB1381
 KB1381'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM)
 KB1381'RECOVERED IN GOOD CONDITION.
 KB1381
 KB1381                          STATION RECOVERY (2002)
 KB1381
 KB1381'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (TA)
 KB1381'RECOVERED AS DESCRIBED
 KB1381' 
 KB1381'NEW TIES
 KB1381'STATION IS 30.0 FT NORTH OF CENTERLINE TR2300N
 KB1381'STATION IS 30 FT WEST OF CENTERLINE TR1300E
 KB1381'STATION IS 2 FT SOUTH OF A WITNESS POST
 KB1381'STATION IS 3.7 FT NORTH OF CONCRETE ROW MARKER
 KB1381'STATION IS 3.3 FT NNE OF LONE FENCE POST
 KB1381'STATION IS 68.5 FT WEST AND ACROSS ROAD FROM A POWER POLE
 KB1381' 
 KB1381'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1156 ***********************************************************************
 NH1156  DESIGNATION -  HARTLAND
 NH1156  PID         -  NH1156
 NH1156  STATE/COUNTY-  IL/MCHENRY
 NH1156  USGS QUAD   -  HARVARD (1975)
 NH1156
 NH1156                         *CURRENT SURVEY CONTROL
 NH1156  ___________________________________________________________________
 NH1156* NAD 83(1997)-  42 22 49.82832(N)    088 35 04.15344(W)     ADJUSTED  
 NH1156* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 NH1156  ___________________________________________________________________
 NH1156  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 NH1156  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NH1156
 NH1156  HORZ ORDER  -  SECOND
 NH1156
 NH1156.The horizontal coordinates were established by classical geodetic methods
 NH1156.and adjusted by the National Geodetic Survey in October 1999..
 NH1156
 NH1156.The orthometric height was scaled from a topographic map.
 NH1156
 NH1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1156
 NH1156.The geoid height was determined by GEOID03.
 NH1156
 NH1156;                    North         East     Units Scale Factor Converg.
 NH1156;SPC IL E     -   634,397.774   279,316.659   MT  0.99998026   -0 10 09.4
 NH1156;SPC IL E     - 2,081,353.36    916,391.41   sFT  0.99998026   -0 10 09.4
 NH1156;UTM  16      - 4,693,240.886   369,559.669   MT  0.99980935   -1 04 05.4
 NH1156
 NH1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1156!SPC IL E     -   0.99995387  x   0.99998026  =   0.99993413
 NH1156!UTM  16      -   0.99995387  x   0.99980935  =   0.99976323
 NH1156
 NH1156:                Primary Azimuth Mark                     Grid Az
 NH1156:SPC IL E     -  HARTLAND AZ MK                           127 26 02.9
 NH1156:UTM  16      -  HARTLAND AZ MK                           128 19 58.9
 NH1156
 NH1156|---------------------------------------------------------------------|
 NH1156| PID    Reference Object                     Distance      Geod. Az  |
 NH1156|                                                           dddmmss.s |
 NH1156| CI9727 HARTLAND AZ MK                                     1271553.5 |
 NH1156| CI9728 HARTLAND RM 1                        25.385 METERS 13211     |
 NH1156| NH1133 MICH WISC PLINE KSC 273 MAST        APPROX.12.7 KM 1432206.1 |
 NH1156| NH1170 MARENGO MUN STANDPIPE               APPROX.15.1 KM 1885129.9 |
 NH1156| CI9729 HARTLAND RM 2                        24.555 METERS 31226     |
 NH1156|---------------------------------------------------------------------|
 NH1156
 NH1156                          SUPERSEDED SURVEY CONTROL
 NH1156
 NH1156  NAD 83(1997)-  42 22 49.82653(N)    088 35 04.15638(W) AD(       ) 2
 NH1156  NAD 83(1986)-  42 22 49.82503(N)    088 35 04.15944(W) AD(       ) 2
 NH1156  NAD 27      -  42 22 49.75300(N)    088 35 03.80610(W) AD(       ) 2
 NH1156
 NH1156.Superseded values are not recommended for survey control.
 NH1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1156.See file dsdata.txt to determine how the superseded data were derived.
 NH1156
 NH1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6956093241(NAD 83)
 NH1156_MARKER: DS = TRIANGULATION STATION DISK
 NH1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1156
 NH1156  HISTORY     - Date     Condition        Report By
 NH1156  HISTORY     - 1954     MONUMENTED       CGS
 NH1156  HISTORY     - 1967     GOOD             CGS
 NH1156  HISTORY     - 1988     GOOD             USPSQD
 NH1156
 NH1156                          STATION DESCRIPTION
 NH1156
 NH1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1156'STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY 14
 NH1156'ABOUT 3 MILES SOUTHEAST OF HARVARD.  IT IS 73 FEET SOUTHEAST
 NH1156'OF A TWIN OAK TREE, 60 FEET SOUTHWEST OF THE CENTER OF THE
 NH1156'HIGHWAY, 4 FEET SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 NH1156'NORTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 NH1156'STAMPED HARTLAND 1954.
 NH1156'
 NH1156'REFERENCE MARK NO. 1 IS 60 FEET SOUTHWEST OF THE CENTER OF
 NH1156'THE HIGHWAY AND 1 FOOT NORTHEAST OF THE FENCE.  THE MARK
 NH1156'IS FLUSH AND THE DISK IS STAMPED HARTLAND NO 1 1954.
 NH1156'
 NH1156'REFERENCE MARK NO. 2 IS 60 FEET SOUTHWEST OF THE CENTER OF THE
 NH1156'HIGHWAY, 12 FEET WEST OF THE TWIN OAK TREE AND 1 FOOT NORTHEAST
 NH1156'OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1156'HARTLAND NO 2 1954.
 NH1156'
 NH1156'AZIMUTH MARK IS 60 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 NH1156'14, 2 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT
 NH1156'SOUTHWEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 NH1156'STAMPED HARTLAND 1954.
 NH1156'
 NH1156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23
 NH1156'AND U.S. HIGHWAY 14, ABOUT 1 MILE SOUTH OF HARVARD, GO
 NH1156'SOUTHEAST ON HIGHWAY 14 FOR 1.9 MILES TO THE STATION ON THE
 NH1156'RIGHT AS DESCRIBED.  CONTINUE SOUTHEAST ON THE HIGHWAY FOR
 NH1156'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NH1156'
 NH1156'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1156
 NH1156                          STATION RECOVERY (1967)
 NH1156
 NH1156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1156'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 NH1156'DESCRIPTION IS GOOD WITH BELOW CHANGES.
 NH1156'
 NH1156'THE STATION MARK IS 12 FEET SOUTHEAST OF A POWER POLE AND
 NH1156'A FENCE CORNER AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 NH1156'
 NH1156'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 NH1156'
 NH1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NH1156'SOUTHEAST OF HARVARD
 NH1156
 NH1156                          STATION RECOVERY (1988)
 NH1156
 NH1156'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 NH1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1160 ***********************************************************************
 NH1160  DESIGNATION -  HARTLAND NAT BREWERIES INC STK
 NH1160  PID         -  NH1160
 NH1160  STATE/COUNTY-  IL/MCHENRY
 NH1160  USGS QUAD   -  MARENGO NORTH (1975)
 NH1160
 NH1160                         *CURRENT SURVEY CONTROL
 NH1160  ___________________________________________________________________
 NH1160* NAD 83(1997)-  42 21 51.95353(N)    088 30 31.38148(W)     ADJUSTED  
 NH1160* NAVD 88     -                                                        
 NH1160  ___________________________________________________________________
 NH1160  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 NH1160  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NH1160
 NH1160  HORZ ORDER  -  THIRD
 NH1160
 NH1160.The horizontal coordinates were established by classical geodetic methods
 NH1160.and adjusted by the National Geodetic Survey in October 1999..
 NH1160
 NH1160
 NH1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1160
 NH1160.The geoid height was determined by GEOID03.
 NH1160
 NH1160;                    North         East     Units Scale Factor Converg.
 NH1160;SPC IL E     -   632,596.394   285,552.886   MT  0.99997757   -0 07 05.5
 NH1160;SPC IL E     - 2,075,443.34    936,851.43   sFT  0.99997757   -0 07 05.5
 NH1160;UTM  16      - 4,691,342.252   375,765.762   MT  0.99978990   -1 01 00.4
 NH1160
 NH1160                          SUPERSEDED SURVEY CONTROL
 NH1160
 NH1160  NAD 83(1997)-  42 21 51.95636(N)    088 30 31.38500(W) AD(       ) 4
 NH1160  NAD 83(1986)-  42 21 51.95410(N)    088 30 31.38863(W) AD(       ) 4
 NH1160  NAD 27      -  42 21 51.88700(N)    088 30 31.03800(W) AD(       ) 3
 NH1160
 NH1160.Superseded values are not recommended for survey control.
 NH1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1160.See file dsdata.txt to determine how the superseded data were derived.
 NH1160
 NH1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7576691342(NAD 83)
 NH1160_MARKER: 63 = STACK
 NH1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1160+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 NH1160
 NH1160  HISTORY     - Date     Condition        Report By
 NH1160  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1160  HISTORY     - 1988     GOOD             USPSQD
 NH1160  HISTORY     - 19950513 GOOD             USPSQD
 NH1160  HISTORY     - 20030416 GOOD             USPSQD
 NH1160  HISTORY     - 20041113 GOOD             USPSQD
 NH1160
 NH1160                          STATION DESCRIPTION
 NH1160
 NH1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1160'THIS STATION IS THE STACK AT THE OLD NATIONAL BREWERIES, INC.,
 NH1160'IN THE WEST EDGE OF THE SETTLEMENT OF HARTLAND, ILLINOIS.
 NH1160'IT IS LOCATED ABOUT 1.7 MILES NORTH OF U.S. ROUTE 14, ABOUT
 NH1160'190 FEET NORTHEAST OF THE C. AND N.W.R.R., AND ABOUT 260
 NH1160'FEET NORTH OF THE MAIN STREET.  THE STACK WAS ERECTED IN 1907.
 NH1160'IT IS FAIRLY PROMINENT.
 NH1160'
 NH1160'THE STACK IS AT THE EAST END OF A DILAPIDATED RED BRICK
 NH1160'BREWERY.  IT IS A SQUARE RED BRICK STRUCTURE ABOUT 90 FEET
 NH1160'HIGH.
 NH1160
 NH1160                          STATION RECOVERY (1988)
 NH1160
 NH1160'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 NH1160'RECOVERED IN GOOD CONDITION.
 NH1160
 NH1160                          STATION RECOVERY (1995)
 NH1160
 NH1160'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1160'RECOVERED IN GOOD CONDITION.
 NH1160
 NH1160                          STATION RECOVERY (2003)
 NH1160
 NH1160'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1160'RECOVERED IN GOOD CONDITION.
 NH1160
 NH1160                          STATION RECOVERY (2004)
 NH1160
 NH1160'RECOVERY NOTE BY US POWER SQUADRON 2004 (VMR)
 NH1160'STRUCTURE IS STILL IN TACT BUT IS NOW A PRIVATE COMPANY NAMED WHEELING
 NH1160'SERVICE AND SUPPLY, INC.,COIL COATING DIVISION, PVS DIVISION. NO
 NH1160'LONGER THE OLD NATIONAL BREWERIES INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1794 ***********************************************************************
 JB1794  DESIGNATION -  HARTLIN 1882
 JB1794  PID         -  JB1794
 JB1794  STATE/COUNTY-  IL/MARION
 JB1794  USGS QUAD   -  SALEM NORTH (1978)
 JB1794
 JB1794                         *CURRENT SURVEY CONTROL
 JB1794  ___________________________________________________________________
 JB1794* NAD 83(1997)-  38 42 28.22298(N)    088 55 42.56796(W)     ADJUSTED  
 JB1794* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 JB1794  ___________________________________________________________________
 JB1794  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JB1794  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JB1794
 JB1794  HORZ ORDER  -  FIRST
 JB1794
 JB1794.The horizontal coordinates were established by classical geodetic methods
 JB1794.and adjusted by the National Geodetic Survey in October 1999..
 JB1794
 JB1794.The orthometric height was scaled from a topographic map.
 JB1794
 JB1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1794
 JB1794.The geoid height was determined by GEOID03.
 JB1794
 JB1794;                    North         East     Units Scale Factor Converg.
 JB1794;SPC IL E     -   226,713.489   248,233.361   MT  1.00000799   -0 22 19.9
 JB1794;SPC IL E     -   743,809.17    814,412.29   sFT  1.00000799   -0 22 19.9
 JB1794;SPC IL W     -   227,265.439   807,693.906   MT  1.00008395   +0 46 27.7
 JB1794;SPC IL W     -   745,620.03  2,649,909.09   sFT  1.00008395   +0 46 27.7
 JB1794;UTM  16      - 4,286,121.152   332,317.035   MT  0.99994626   -1 12 22.5
 JB1794
 JB1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1794!SPC IL E     -   0.99997369  x   1.00000799  =   0.99998168
 JB1794!SPC IL W     -   0.99997369  x   1.00008395  =   1.00005764
 JB1794!UTM  16      -   0.99997369  x   0.99994626  =   0.99991995
 JB1794
 JB1794                          SUPERSEDED SURVEY CONTROL
 JB1794
 JB1794  NAD 83(1986)-  38 42 28.23916(N)    088 55 42.56085(W) AD(       ) 1
 JB1794  NAD 27      -  38 42 28.06900(N)    088 55 42.34500(W) AD(       ) 1
 JB1794
 JB1794.Superseded values are not recommended for survey control.
 JB1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1794.See file dsdata.txt to determine how the superseded data were derived.
 JB1794
 JB1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3231786121(NAD 83)
 JB1794_MARKER: X = CHISELED CROSS
 JB1794_SETTING: 0 = UNSPECIFIED SETTING
 JB1794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1794
 JB1794  HISTORY     - Date     Condition        Report By
 JB1794  HISTORY     - 1882     MONUMENTED       CGS
 JB1794  HISTORY     - 1937     SEE DESCRIPTION  CGS
 JB1794  HISTORY     - 1960     MARK NOT FOUND   CGS
 JB1794
 JB1794                          STATION DESCRIPTION
 JB1794
 JB1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (CAF)
 JB1794'ABOUT THREE-FOURTHS MILE SOUTH AND 1 MILE WEST OF THE TOWN OF ALMA,
 JB1794'IN THE SW 0.25 SE
 JB1794'0.25 SEC 12, T 3 N, R 2 E, 12 METERS NORTH OF THE
 JB1794'SECTION LINE, ON A HILL IN
 JB1794'CULTIVATED LAND KNOWN AS THE OLD HARTLIN
 JB1794'PLACE BUT OWNED IN 1882 BY T W PURCELL.  THE
 JB1794'STATION IS 32 METERS
 JB1794'NORTH OF THE BARN AND 72 METERS EAST-NORTHEAST FROM THE FRONT
 JB1794'DOOR OF THE HOUSE,
 JB1794'BOTH OF WHICH BUILDINGS ARE ACROSS THE ROAD FROM THE
 JB1794'STATION.  THE STATION IS
 JB1794'MARKED BY A CROSS IN THE TOP OF A SANDSTONE
 JB1794'OR LIMESTONE POST ABOUT 6 INCHES SQUARE AND
 JB1794'30 INCHES LONG PROJECTING
 JB1794'ABOUT 6 INCHES ABOVE THE GROUND.  THE LETTERS U S C S ARE
 JB1794'INSCRIBED IN THE
 JB1794'FACE OF THE POST.  THE UNDERGROUND MARK IS A BOTTLE FILLED
 JB1794'WITH ASHES ABOUT 30
 JB1794'INCHES BELOW THE GROUND.  THERE ARE THREE
 JB1794'REFERENCE POSTS SLIGHTLY SMALLER THAN
 JB1794'THE ONE MARKING THE STATION,
 JB1794'AND IN THE TOP OF EACH THERE IS INSCRIBED DIAGONAL CROSS
 JB1794'WITH AN
 JB1794'ARROWHEAD AT THE END OF ONE DIAGONAL POINTING TOWARD THE STATION.
 JB1794'THEY ARE AT THE
 JB1794'FOLLOWING DISTANCES FROM THE STATION- 15.2 METERS
 JB1794'EAST, 15.2 METERS WEST, AND 20.9 METERS SOUTH.
 JB1794
 JB1794                          STATION RECOVERY (1937)
 JB1794
 JB1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (GAF)
 JB1794'ALL SURFACE MARKS HAVE BEEN REMOVED, THE OLD BUILDINGS MENTIONED IN
 JB1794'THE OLD
 JB1794'DESCRIPTION ARE GONE, THE HIGHWAY HAS BEEN WIDENED AND PAVED,
 JB1794'AN ORCHARD PLANTED AND A
 JB1794'LARGE PACKING SHED BUILT ON THE HILL AND
 JB1794'STATION SITE.  SUB-SURFACE MARK WAS AN
 JB1794'ASH-FILLED BOTTLE.
 JB1794'
 JB1794'STATION IS REPORTED LOST.
 JB1794
 JB1794                          STATION RECOVERY (1960)
 JB1794
 JB1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1794'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED AND IS BELIEVED TO
 JB1794'BE DESTROYED BY HIGHWAY CONSTRUCTION.
 JB1794'
 JB1794'STATION HARTLIN 2 WAS ESTABLISHED AT THIS TIME.
 JB1794'
 JB1794'AN INVERSE POSITION WAS COMPUTED FROM STATION HARTLIN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0681 ***********************************************************************
 JB0681  DESIGNATION -  HARTLIN 2
 JB0681  PID         -  JB0681
 JB0681  STATE/COUNTY-  IL/MARION
 JB0681  USGS QUAD   -  SALEM NORTH (1978)
 JB0681
 JB0681                         *CURRENT SURVEY CONTROL
 JB0681  ___________________________________________________________________
 JB0681* NAD 83(1997)-  38 42 28.52940(N)    088 55 43.50109(W)     ADJUSTED  
 JB0681* NAVD 88     -       198.757  (meters)     652.09   (feet)  ADJUSTED  
 JB0681  ___________________________________________________________________
 JB0681  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JB0681  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JB0681  DYNAMIC HT  -         198.631 (meters)     651.68  (feet)  COMP
 JB0681  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB0681
 JB0681  HORZ ORDER  -  SECOND
 JB0681  VERT ORDER  -  SECOND    CLASS 0
 JB0681
 JB0681.The horizontal coordinates were established by classical geodetic methods
 JB0681.and adjusted by the National Geodetic Survey in October 1999..
 JB0681
 JB0681.The orthometric height was determined by differential leveling
 JB0681.and adjusted by the National Geodetic Survey in June 1991..
 JB0681
 JB0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0681
 JB0681.The geoid height was determined by GEOID03.
 JB0681
 JB0681.The dynamic height is computed by dividing the NAVD 88
 JB0681.geopotential number by the normal gravity value computed on the
 JB0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0681.degrees latitude (g = 980.6199 gals.).
 JB0681
 JB0681.The modeled gravity was interpolated from observed gravity values.
 JB0681
 JB0681;                    North         East     Units Scale Factor Converg.
 JB0681;SPC IL E     -   226,723.084   248,210.877   MT  1.00000802   -0 22 20.5
 JB0681;SPC IL E     -   743,840.65    814,338.52   sFT  1.00000802   -0 22 20.5
 JB0681;UTM  16      - 4,286,131.073   332,294.694   MT  0.99994635   -1 12 23.1
 JB0681
 JB0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0681!SPC IL E     -   0.99997371  x   1.00000802  =   0.99998173
 JB0681!UTM  16      -   0.99997371  x   0.99994635  =   0.99992006
 JB0681
 JB0681:                Primary Azimuth Mark                     Grid Az
 JB0681:SPC IL E     -  SALEM CITY STACK                         189 08 29.5
 JB0681:UTM  16      -  SALEM CITY STACK                         189 58 32.1
 JB0681
 JB0681|---------------------------------------------------------------------|
 JB0681| PID    Reference Object                     Distance      Geod. Az  |
 JB0681|                                                           dddmmss.s |
 JB0681| JB1786 SALEM CITY STACK                    APPROX. 9.7 KM 1884609.0 |
 JB0681| JB1788 SALEM S MUNICIPAL TANK              APPROX.10.0 KM 1895330.7 |
 JB0681| JB1791 SALEM N MUNICIPAL TANK              APPROX. 7.7 KM 1900427.5 |
 JB0681| JB1790 AIRPORT BCN SALEM LECKRONE APT      APPROX. 7.6 KM 2054818.9 |
 JB0681| JB0679 HARTLIN 2 AZ MK                                    2591505.3 |
 JB0681| JB0680 HARTLIN 2 RM 4                       24.597 METERS 29723     |
 JB0681| JB0682 HARTLIN 2 RM 5                       26.917 METERS 35141     |
 JB0681|---------------------------------------------------------------------|
 JB0681
 JB0681                          SUPERSEDED SURVEY CONTROL
 JB0681
 JB0681  NAD 83(1986)-  38 42 28.54513(N)    088 55 43.49671(W) AD(       ) 2
 JB0681  NAD 27      -  38 42 28.36888(N)    088 55 43.29515(W) AD(       ) 2
 JB0681  NGVD 29 (??/??/92)  198.861  (m)          652.43   (f) ADJ UNCH    2 0
 JB0681
 JB0681.Superseded values are not recommended for survey control.
 JB0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0681.See file dsdata.txt to determine how the superseded data were derived.
 JB0681
 JB0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3229586131(NAD 83)
 JB0681_MARKER: DS = TRIANGULATION STATION DISK
 JB0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0681_STAMPING: HARTLIN 2 1960
 JB0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0681+STABILITY: SURFACE MOTION
 JB0681
 JB0681  HISTORY     - Date     Condition        Report By
 JB0681  HISTORY     - 1960     MONUMENTED       CGS
 JB0681  HISTORY     - 1960     GOOD             CGS
 JB0681  HISTORY     - 1961     GOOD             CGS
 JB0681  HISTORY     - 1962     GOOD             CGS
 JB0681  HISTORY     - 1963     GOOD             CGS
 JB0681
 JB0681                          STATION DESCRIPTION
 JB0681
 JB0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0681'STATION IS LOCATED ABOUT 1.25 MILES SOUTHWEST OF ALMA, ON TOP OF A
 JB0681'HILL, ON NORTH SIDE OF
 JB0681'STATE ROUTE 37, SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 JB0681'OF A LARGE BARN WITH THE NAME
 JB0681'ALBERT MEYERS PAINTED ON SOUTH SIDE AND
 JB0681'ON LAND OWNED BY ALBERT MEYERS.
 JB0681'
 JB0681'TO REACH THE STATION FROM THE POST OFFICE IN ALMA, GO SOUTHEAST FOR
 JB0681'ABOUT 50 YARDS TO
 JB0681'STATE ROUTE 37, TURN RIGHT AND GO SOUTHERLY ON STATE
 JB0681'ROUTE 37 FOR 1.4 MILES TO TOP
 JB0681'OF HILL AND STATION ON RIGHT AS DESCRIBED.
 JB0681'
 JB0681'STATION MARK, A STANDARD STATION MARK DISK STAMPED HARTLIN 2 1960, IS
 JB0681'SET IN TOP OF A 14 INCH
 JB0681'SQUARE CONCRETE POST WHICH IS SET 16 INCHES BELOW
 JB0681'THE SURFACE OF THE GROUND.  THE
 JB0681'MARK IS 79.8 FEET SOUTHEAST OF THE
 JB0681'WITNESS POST, 63.5 FEET NORTH OF THE CENTER OF
 JB0681'STATE ROUTE 37, 41.5
 JB0681'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF BARN AND 31.5
 JB0681'FEET NORTHEAST
 JB0681'OF A TELEPHONE POLE.
 JB0681'
 JB0681'REFERENCE MARK NUMBER 4, A STANDARD REFERENCE MARK DISK STAMPED
 JB0681'HARTLIN 2 NO 4 1960, IS SET
 JB0681'IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET
 JB0681'FLUSH WITH THE GROUND.  THE
 JB0681'MARK IS 101.8 FEET NORTH OF CENTER OF
 JB0681'STATE ROUTE 37, 1.9 FEET SOUTHEAST OF THE
 JB0681'SOUTHWEST CORNER OF BARN
 JB0681'AND 1.4 FEET WEST-SOUTHWEST OF THE WITNESS POST.
 JB0681'
 JB0681'REFERENCE MARK NUMBER 5, A STANDARD REFERENCE MARK DISK STAMPED
 JB0681'HARTLIN 2 NO 5 1960, IS SET
 JB0681'IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET
 JB0681'FLUSH WITH THE GROUND.  THE
 JB0681'MARK IS 151.0 FEET NORTH OF THE CENTER OF
 JB0681'STATE ROUTE 37 AND 6 INCHES EAST OF THE
 JB0681'NORTHEAST CORNER OF BARN.
 JB0681'
 JB0681'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED HARTLIN 2 1960, IS
 JB0681'SET IN TOP OF A 10 INCH
 JB0681'SQUARE CONCRETE POST WHICH IS PROJECTING ABOUT 3
 JB0681'INCHES.  THE MARK IS 30.5 FEET EAST
 JB0681'OF THE CENTER OF SURFACE ROAD,
 JB0681'3.5 FEET NORTHWEST OF A TRIPLE TRUNK TREE AND 1.9 FEET
 JB0681'EAST OF THE
 JB0681'WITNESS POST.
 JB0681'
 JB0681'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST THEN SOUTHWEST ON
 JB0681'STATE ROUTE 37 FOR 0.65
 JB0681'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH
 JB0681'FOR 0.1 MILE TO AZIMUTH ON RIGHT
 JB0681'SIDE OF ROAD AS DESCRIBED.
 JB0681'
 JB0681'HEIGHT OF LIGHT ABOVE STATION MARK 30.54 METERS.
 JB0681
 JB0681                          STATION RECOVERY (1960)
 JB0681
 JB0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0681'1.6 MI SW FROM ALMA.
 JB0681'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT
 JB0681'ALMA, THENCE 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 37, AT THE
 JB0681'WEST END OF A CURVE WITH TANGENTS EXTENDING TO THE WEST AND
 JB0681'NORTHEAST, AT THE JUNCTION OF A DRIVE NORTH TO A PACKING SHED,
 JB0681'63 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET EAST OF
 JB0681'THE CENTER LINE OF THE DRIVE, 41 FEET SOUTHEAST OF THE SOUTHEAST
 JB0681'CORNER OF THE SHED, 31 FEET NORTHEAST OF A TELEPHONE POLE, 80.0
 JB0681'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 JB0681'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 18
 JB0681'INCHES UNDERGROUND.
 JB0681
 JB0681                          STATION RECOVERY (1961)
 JB0681
 JB0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0681'THE STATION AND ALL MARKS WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 JB0681'IN GOOD CONDITION.  THE
 JB0681'DISTANCE TO REFERENCE MARK NUMBER 4 AN 5 CHECKED, A
 JB0681'SLIGHT DIFFERENCE WAS FOUND IN THE
 JB0681'DIRECTION TO REFERENCE MARK NUMBER
 JB0681'4.  A SECOND SET OF OBSERVATIONS WAS TAKEN ON
 JB0681'REFERENCE MARK NUMBER 4
 JB0681'AND THE RESULTS MEANED.
 JB0681'
 JB0681'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JB0681'
 JB0681'HEIGHT OF LIGHT ABOVE STATION MARK 34.00 METERS.
 JB0681
 JB0681                          STATION RECOVERY (1962)
 JB0681
 JB0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB0681'NO MEASUREMENT BETWEEN RMS BARN ON LINE
 JB0681'
 JB0681'THE STATION, REFERENCE MARKS 4 AND 5 AND THE AZIMUTH MARK WERE
 JB0681'RECOVERED IN GOOD
 JB0681'CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.
 JB0681'THE PREVIOUS
 JB0681'DESCRIPTION WAS FOUND TO BE ADEQUATE.
 JB0681'
 JB0681'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB0681
 JB0681                          STATION RECOVERY (1963)
 JB0681
 JB0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HWB)
 JB0681'STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 JB0681'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0679 ***********************************************************************
 JB0679  DESIGNATION -  HARTLIN 2 AZ MK
 JB0679  PID         -  JB0679
 JB0679  STATE/COUNTY-  IL/MARION
 JB0679  USGS QUAD   -  SALEM NORTH (1978)
 JB0679
 JB0679                         *CURRENT SURVEY CONTROL
 JB0679  ___________________________________________________________________
 JB0679* NAD 83(1986)-  38 42 26.     (N)    088 56 22.     (W)     SCALED    
 JB0679* NAVD 88     -       192.222  (meters)     630.65   (feet)  ADJUSTED  
 JB0679  ___________________________________________________________________
 JB0679  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JB0679  DYNAMIC HT  -         192.100 (meters)     630.25  (feet)  COMP
 JB0679  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JB0679
 JB0679  VERT ORDER  -  SECOND    CLASS 0
 JB0679
 JB0679.The horizontal coordinates were scaled from a topographic map and have
 JB0679.an estimated accuracy of +/- 6 seconds.
 JB0679
 JB0679.The orthometric height was determined by differential leveling
 JB0679.and adjusted by the National Geodetic Survey in June 1991..
 JB0679
 JB0679.The geoid height was determined by GEOID03.
 JB0679
 JB0679.The dynamic height is computed by dividing the NAVD 88
 JB0679.geopotential number by the normal gravity value computed on the
 JB0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0679.degrees latitude (g = 980.6199 gals.).
 JB0679
 JB0679.The modeled gravity was interpolated from observed gravity values.
 JB0679
 JB0679;                    North         East    Units  Estimated Accuracy
 JB0679;SPC IL E     -   226,650.      247,280.      MT  (+/- 180 meters Scaled)
 JB0679
 JB0679                          SUPERSEDED SURVEY CONTROL
 JB0679
 JB0679  NGVD 29 (??/??/92)  192.33   (m)          631.0    (f) COMPUTED    2 0
 JB0679
 JB0679.Superseded values are not recommended for survey control.
 JB0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0679.See file dsdata.txt to determine how the superseded data were derived.
 JB0679
 JB0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH313860(NAD 83)
 JB0679_MARKER: DZ = AZIMUTH MARK DISK
 JB0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0679_STAMPING: HARTLIN 2 1960
 JB0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0679+STABILITY: SURFACE MOTION
 JB0679
 JB0679  HISTORY     - Date     Condition        Report By
 JB0679  HISTORY     - 1960     MONUMENTED       CGS
 JB0679
 JB0679                          STATION DESCRIPTION
 JB0679
 JB0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0679'2.2 MI SW FROM ALMA.
 JB0679'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT
 JB0679'ALMA, THENCE 2.1 MILE SOUTHWEST ALONG STATE HIGHWAY 37, THENCE
 JB0679'0.1 MILE NORTH ALONG AN OILED ROAD, AT THE JUNCTION OF OLD
 JB0679'HIGHWAY 37, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 166
 JB0679'FEET NORTH OF THE CENTER OF THE JUNCTION OF OLD HIGHWAY 37, 4
 JB0679'FEET NORTHWEST OF A TRIPLE TRUNK ASH TREE, 1.8 FEET EAST OF A
 JB0679'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND
 JB0679'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0680 ***********************************************************************
 JB0680  DESIGNATION -  HARTLIN 2 RM 4
 JB0680  PID         -  JB0680
 JB0680  STATE/COUNTY-  IL/MARION
 JB0680  USGS QUAD   -  SALEM NORTH (1978)
 JB0680
 JB0680                         *CURRENT SURVEY CONTROL
 JB0680  ___________________________________________________________________
 JB0680* NAD 83(1986)-  38 42 28.     (N)    088 55 43.     (W)     SCALED    
 JB0680* NAVD 88     -       198.861  (meters)     652.43   (feet)  ADJUSTED  
 JB0680  ___________________________________________________________________
 JB0680  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JB0680  DYNAMIC HT  -         198.735 (meters)     652.02  (feet)  COMP
 JB0680  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB0680
 JB0680  VERT ORDER  -  SECOND    CLASS 0
 JB0680
 JB0680.The horizontal coordinates were scaled from a topographic map and have
 JB0680.an estimated accuracy of +/- 6 seconds.
 JB0680
 JB0680.The orthometric height was determined by differential leveling
 JB0680.and adjusted by the National Geodetic Survey in June 1991..
 JB0680
 JB0680.The geoid height was determined by GEOID03.
 JB0680
 JB0680.The dynamic height is computed by dividing the NAVD 88
 JB0680.geopotential number by the normal gravity value computed on the
 JB0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0680.degrees latitude (g = 980.6199 gals.).
 JB0680
 JB0680.The modeled gravity was interpolated from observed gravity values.
 JB0680
 JB0680;                    North         East    Units  Estimated Accuracy
 JB0680;SPC IL E     -   226,710.      248,220.      MT  (+/- 180 meters Scaled)
 JB0680
 JB0680                          SUPERSEDED SURVEY CONTROL
 JB0680
 JB0680  NGVD 29 (??/??/92)  198.965  (m)          652.77   (f) ADJ UNCH    2 0
 JB0680
 JB0680.Superseded values are not recommended for survey control.
 JB0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0680.See file dsdata.txt to determine how the superseded data were derived.
 JB0680
 JB0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH323861(NAD 83)
 JB0680_MARKER: DR = REFERENCE MARK DISK
 JB0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0680_STAMPING: HARTLIN 2 NO 4 1960
 JB0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0680+STABILITY: SURFACE MOTION
 JB0680
 JB0680  HISTORY     - Date     Condition        Report By
 JB0680  HISTORY     - 1960     MONUMENTED       CGS
 JB0680
 JB0680                          STATION DESCRIPTION
 JB0680
 JB0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0680'1.6 MI SW FROM ALMA.
 JB0680'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT
 JB0680'ALMA, THENCE 1.5 MILE SOUTHWEST ALONG STATE HIGHWAY 37, AT THE
 JB0680'WEST END OF A CURVE WITH TANGENTS EXTENDING TO THE WEST AND
 JB0680'NORTHEAST, AT THE JUNCTION OF A DRIVE NORTH TO A PACKING SHED,
 JB0680'102 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST
 JB0680'OF THE CENTER LINE OF A DRIVE NORTH TO THE PACKING SHED, 2
 JB0680'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE PACKING SHED,
 JB0680'80 FEET NORTHWEST OF A TELEPHONE POLE, 80.7 FEET WEST-NORTHWEST
 JB0680'OF TRIANGULATION STATION HARTLIN 2, 1.2 FEET SOUTHWEST OF A METAL
 JB0680'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 JB0680'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0682 ***********************************************************************
 JB0682  DESIGNATION -  HARTLIN 2 RM 5
 JB0682  PID         -  JB0682
 JB0682  STATE/COUNTY-  IL/MARION
 JB0682  USGS QUAD   -  SALEM NORTH (1978)
 JB0682
 JB0682                         *CURRENT SURVEY CONTROL
 JB0682  ___________________________________________________________________
 JB0682* NAD 83(1986)-  38 42 28.     (N)    088 55 43.     (W)     SCALED    
 JB0682* NAVD 88     -       198.858  (meters)     652.42   (feet)  ADJUSTED  
 JB0682  ___________________________________________________________________
 JB0682  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JB0682  DYNAMIC HT  -         198.731 (meters)     652.00  (feet)  COMP
 JB0682  MODELED GRAV-     979,988.4   (mgal)                       NAVD 88
 JB0682
 JB0682  VERT ORDER  -  SECOND    CLASS 0
 JB0682
 JB0682.The horizontal coordinates were scaled from a topographic map and have
 JB0682.an estimated accuracy of +/- 6 seconds.
 JB0682
 JB0682.The orthometric height was determined by differential leveling
 JB0682.and adjusted by the National Geodetic Survey in June 1991..
 JB0682
 JB0682.The geoid height was determined by GEOID03.
 JB0682
 JB0682.The dynamic height is computed by dividing the NAVD 88
 JB0682.geopotential number by the normal gravity value computed on the
 JB0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0682.degrees latitude (g = 980.6199 gals.).
 JB0682
 JB0682.The modeled gravity was interpolated from observed gravity values.
 JB0682
 JB0682;                    North         East    Units  Estimated Accuracy
 JB0682;SPC IL E     -   226,710.      248,220.      MT  (+/- 180 meters Scaled)
 JB0682
 JB0682                          SUPERSEDED SURVEY CONTROL
 JB0682
 JB0682  NGVD 29 (??/??/92)  198.961  (m)          652.76   (f) ADJ UNCH    2 0
 JB0682
 JB0682.Superseded values are not recommended for survey control.
 JB0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0682.See file dsdata.txt to determine how the superseded data were derived.
 JB0682
 JB0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH323861(NAD 83)
 JB0682_MARKER: DR = REFERENCE MARK DISK
 JB0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0682_STAMPING: HARTLIN 2 NO 5 1960
 JB0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0682+STABILITY: SURFACE MOTION
 JB0682
 JB0682  HISTORY     - Date     Condition        Report By
 JB0682  HISTORY     - 1960     MONUMENTED       CGS
 JB0682
 JB0682                          STATION DESCRIPTION
 JB0682
 JB0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0682'1.6 MI SW FROM ALMA.
 JB0682'ABOUT 0.05 MILE SOUTH ALONG A STREET FROM THE POST OFFICE AT
 JB0682'ALMA, THENCE 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 37, AT THE
 JB0682'WEST END OF A CURVE WITH TANGENTS EXTENDING TO THE WEST AND
 JB0682'NORTHEAST, AT THE JUNCTION OF A DRIVE NORTH TO A PACKING SHED,
 JB0682'151 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF
 JB0682'THE NORTHEAST CORNER OF THE PACKING SHED, 111 FEET NORTH OF A
 JB0682'TELEPHONE POLE, 88.4 FEET NORTH-NORTHWEST OF TRIANGULATION
 JB0682'STATION HARTLIN 2, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 JB0682'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1231 ***********************************************************************
 KB1231  DESIGNATION -  HARTVILLE STATE POLICE RAD TWR
 KB1231  PID         -  KB1231
 KB1231  STATE/COUNTY-  IL/EFFINGHAM
 KB1231  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB1231
 KB1231                         *CURRENT SURVEY CONTROL
 KB1231  ___________________________________________________________________
 KB1231* NAD 83(1997)-  39 02 45.41105(N)    088 32 31.30124(W)     ADJUSTED  
 KB1231* NAVD 88     -                                                        
 KB1231  ___________________________________________________________________
 KB1231  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 KB1231  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KB1231
 KB1231  HORZ ORDER  -  THIRD
 KB1231
 KB1231.The horizontal coordinates were established by classical geodetic methods
 KB1231.and adjusted by the National Geodetic Survey in October 1999..
 KB1231
 KB1231
 KB1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1231
 KB1231.The geoid height was determined by GEOID03.
 KB1231
 KB1231;                    North         East     Units Scale Factor Converg.
 KB1231;SPC IL E     -   264,099.547   281,933.663   MT  0.99997902   -0 07 53.3
 KB1231;SPC IL E     -   866,466.60    924,977.36   sFT  0.99997902   -0 07 53.3
 KB1231;UTM  16      - 4,323,006.801   366,556.122   MT  0.99981927   -0 58 17.5
 KB1231
 KB1231                          SUPERSEDED SURVEY CONTROL
 KB1231
 KB1231  NAD 83(1986)-  39 02 45.42501(N)    088 32 31.29523(W) AD(       ) 4
 KB1231  NAD 27      -  39 02 45.27100(N)    088 32 31.12000(W) AD(       ) 3
 KB1231
 KB1231.Superseded values are not recommended for survey control.
 KB1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1231.See file dsdata.txt to determine how the superseded data were derived.
 KB1231
 KB1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6655623007(NAD 83)
 KB1231_MARKER: 43 = RADIO/TV TOWER
 KB1231
 KB1231  HISTORY     - Date     Condition        Report By
 KB1231  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1231
 KB1231                          STATION DESCRIPTION
 KB1231
 KB1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1231'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF EFFINGHAM, ABOUT
 KB1231'1.6 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 KB1231'HIGHWAY 37 AND IS AT THE SOUTHEAST EDGE OF THE VILLAGE OF HEARTVILLE.
 KB1231'
 KB1231'THE STATION IS A 3 LEGGED STEEL TOWER PAINTED RED AND WHITE AND IS
 KB1231'340 FEET HIGH.
 KB1231'
 KB1231'THE POINT INTERSECTED WAS THE LIGHT ON THE TOP CENTER OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1152 ***********************************************************************
 NH1152  DESIGNATION -  HARVARD ADMIRAL CORP TANK
 NH1152  PID         -  NH1152
 NH1152  STATE/COUNTY-  IL/MCHENRY
 NH1152  USGS QUAD   -  HARVARD (1975)
 NH1152
 NH1152                         *CURRENT SURVEY CONTROL
 NH1152  ___________________________________________________________________
 NH1152* NAD 83(1997)-  42 24 49.89677(N)    088 36 44.06366(W)     ADJUSTED  
 NH1152* NAVD 88     -                                                        
 NH1152  ___________________________________________________________________
 NH1152  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 NH1152  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1152
 NH1152  HORZ ORDER  -  THIRD
 NH1152
 NH1152.The horizontal coordinates were established by classical geodetic methods
 NH1152.and adjusted by the National Geodetic Survey in October 1999..
 NH1152
 NH1152
 NH1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1152
 NH1152.The geoid height was determined by GEOID03.
 NH1152
 NH1152;                    North         East     Units Scale Factor Converg.
 NH1152;SPC IL E     -   638,109.623   277,043.279   MT  0.99998148   -0 11 17.2
 NH1152;SPC IL E     - 2,093,531.32    908,932.82   sFT  0.99998148   -0 11 17.2
 NH1152;SPC WI S     -    46,927.932   714,232.787   MT  1.00007971   +0 57 12.7
 NH1152;SPC WI S     -   153,962.72  2,343,278.74   sFT  1.00007971   +0 57 12.7
 NH1152;UTM  16      - 4,696,987.326   367,345.191   MT  0.99981651   -1 05 15.3
 NH1152
 NH1152                          SUPERSEDED SURVEY CONTROL
 NH1152
 NH1152  NAD 83(1997)-  42 24 49.89560(N)    088 36 44.06454(W) AD(       ) 4
 NH1152  NAD 83(1986)-  42 24 49.89354(N)    088 36 44.06852(W) AD(       ) 4
 NH1152  NAD 27      -  42 24 49.82600(N)    088 36 43.70600(W) AD(       ) 3
 NH1152
 NH1152.Superseded values are not recommended for survey control.
 NH1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1152.See file dsdata.txt to determine how the superseded data were derived.
 NH1152
 NH1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6734596987(NAD 83)
 NH1152_MARKER: 53 = ELEVATED TANK
 NH1152
 NH1152  HISTORY     - Date     Condition        Report By
 NH1152  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1152  HISTORY     - 19950513 MARK NOT FOUND   USPSQD
 NH1152  HISTORY     - 20030416 MARK NOT FOUND   USPSQD
 NH1152
 NH1152                          STATION DESCRIPTION
 NH1152
 NH1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1152'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 NH1152'WATER TANK, LOCATED IN THE SOUTH SECTION OF HARVARD, ABOUT
 NH1152'250 FEET EAST OF THE CENTER OF SOUTH DIVISION STREET, 150
 NH1152'FEET NORTH OF SOUTH PARK AVENUE (EXTENDED EAST) AND 50 FEET
 NH1152'NORTHEAST OF THE NORTHEAST CORNER OF THE ADMIRAL CORP. PLANT.
 NH1152'IT IS A PROMINENT STEEL TANK, WITH AN OVAL BOTTOM AND TOP,
 NH1152'ATOP A 4 LEGGED TUBULAR STEEL STRUCTURE AND IS ABOUT 135
 NH1152'FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED SILVER AND THE
 NH1152'TANK HAS THE LEGEND ADMIRAL PAINTED IN LARGE BLACK SCRIPT ON
 NH1152'THE NORTH AND SOUTH SIDES.
 NH1152
 NH1152                          STATION RECOVERY (1995)
 NH1152
 NH1152'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1152'MARK NOT FOUND.
 NH1152
 NH1152                          STATION RECOVERY (2003)
 NH1152
 NH1152'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1152'BELIEVED DESTROYED.  ADMIRAL BUILDING COMPLEX IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1151 ***********************************************************************
 NH1151  DESIGNATION -  HARVARD MUNICIPAL TANK
 NH1151  PID         -  NH1151
 NH1151  STATE/COUNTY-  IL/MCHENRY
 NH1151  USGS QUAD   -  HARVARD (1975)
 NH1151
 NH1151                         *CURRENT SURVEY CONTROL
 NH1151  ___________________________________________________________________
 NH1151* NAD 83(1997)-  42 25 07.68458(N)    088 36 55.24394(W)     ADJUSTED  
 NH1151* NAVD 88     -                                                        
 NH1151  ___________________________________________________________________
 NH1151  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NH1151  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1151
 NH1151  HORZ ORDER  -  THIRD
 NH1151
 NH1151.The horizontal coordinates were established by classical geodetic methods
 NH1151.and adjusted by the National Geodetic Survey in October 1999..
 NH1151
 NH1151
 NH1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1151
 NH1151.The geoid height was determined by GEOID03.
 NH1151
 NH1151;                    North         East     Units Scale Factor Converg.
 NH1151;SPC IL E     -   638,659.314   276,789.477   MT  0.99998163   -0 11 24.8
 NH1151;SPC IL E     - 2,095,334.77    908,100.14   sFT  0.99998163   -0 11 24.8
 NH1151;SPC WI S     -    47,472.510   713,968.058   MT  1.00007825   +0 57 05.0
 NH1151;SPC WI S     -   155,749.39  2,342,410.20   sFT  1.00007825   +0 57 05.0
 NH1151;UTM  16      - 4,697,540.842   367,100.090   MT  0.99981731   -1 05 23.2
 NH1151
 NH1151                          SUPERSEDED SURVEY CONTROL
 NH1151
 NH1151  NAD 83(1997)-  42 25 07.68321(N)    088 36 55.24532(W) AD(       ) 4
 NH1151  NAD 83(1986)-  42 25 07.68084(N)    088 36 55.24912(W) AD(       ) 4
 NH1151  NAD 27      -  42 25 07.61000(N)    088 36 54.89200(W) AD(       ) 3
 NH1151
 NH1151.Superseded values are not recommended for survey control.
 NH1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1151.See file dsdata.txt to determine how the superseded data were derived.
 NH1151
 NH1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6710097541(NAD 83)
 NH1151_MARKER: 53 = ELEVATED TANK
 NH1151
 NH1151  HISTORY     - Date     Condition        Report By
 NH1151  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1151  HISTORY     - 1954     GOOD             CGS
 NH1151  HISTORY     - 19950513 MARK NOT FOUND   USPSQD
 NH1151  HISTORY     - 20030416 MARK NOT FOUND   USPSQD
 NH1151
 NH1151                          STATION DESCRIPTION
 NH1151
 NH1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1151'THIS STATION IS THE TALL SLIM BLACK MUNICIPAL TANK IN THE
 NH1151'TOWN OF HARVARD, ILLINOIS.  IT IS LOCATED ABOUT 180 FEET
 NH1151'SOUTH OF THE CENTERLINE OF E. FRONT STREET, AND ABOUT 25 FEET
 NH1151'EAST OF A LINE PROJECTED SOUTH FROM THE CENTERLINE OF JOHNSON
 NH1151'STREET.  THE TANK WAS ERECTED IN 1908 AND IS VERY PROMINENT.
 NH1151'
 NH1151'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 NH1151'OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET.  THE VERTICAL
 NH1151'SECTION IS ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL
 NH1151'AROUND ITS BASE.  THE STEEP CONICAL ROOF HAS A BALL AT ITS
 NH1151'APEX.  THE TOTAL HEIGHT IS ABOUT 155 FEET.
 NH1151
 NH1151                          STATION RECOVERY (1954)
 NH1151
 NH1151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1151'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION
 NH1151'IS ADEQUATE WITH THE FOLLOWING CHANGES--
 NH1151'
 NH1151'THE LEGEND HARVARD IS PAINTED IN WHITE LETTERS ON THE EAST
 NH1151'AND WEST SIDES OF THE TANK.  OVERALL HEIGHT OF THE TANK IS ABOUT
 NH1151'130 FEET.
 NH1151
 NH1151                          STATION RECOVERY (1995)
 NH1151
 NH1151'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1151'MARK NOT FOUND.
 NH1151
 NH1151                          STATION RECOVERY (2003)
 NH1151
 NH1151'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1151'OLD TANK DESTROYED. NEW TANK BUILD JUST NORTH OF OLD TOWER SITE IN
 NH1151'1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1153 ***********************************************************************
 NH1153  DESIGNATION -  HARVARD RESET
 NH1153  PID         -  NH1153
 NH1153  STATE/COUNTY-  IL/MCHENRY
 NH1153  USGS QUAD   -  HARVARD (1975)
 NH1153
 NH1153                         *CURRENT SURVEY CONTROL
 NH1153  ___________________________________________________________________
 NH1153* NAD 83(1997)-  42 25 39.34934(N)    088 36 31.82785(W)     ADJUSTED  
 NH1153* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 NH1153  ___________________________________________________________________
 NH1153  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 NH1153  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1153
 NH1153  HORZ ORDER  -  SECOND
 NH1153
 NH1153.The horizontal coordinates were established by classical geodetic methods
 NH1153.and adjusted by the National Geodetic Survey in October 1999..
 NH1153
 NH1153.The orthometric height was scaled from a topographic map.
 NH1153
 NH1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1153
 NH1153.The geoid height was determined by GEOID03.
 NH1153
 NH1153;                    North         East     Units Scale Factor Converg.
 NH1153;SPC IL E     -   639,634.580   277,327.986   MT  0.99998132   -0 11 09.1
 NH1153;SPC IL E     - 2,098,534.45    909,866.90   sFT  0.99998132   -0 11 09.1
 NH1153;SPC WI S     -    48,458.407   714,487.077   MT  1.00007566   +0 57 21.1
 NH1153;SPC WI S     -   158,983.96  2,344,113.02   sFT  1.00007566   +0 57 21.1
 NH1153;UTM  16      - 4,698,507.374   367,653.754   MT  0.99981551   -1 05 08.1
 NH1153
 NH1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1153!SPC IL E     -   0.99995795  x   0.99998132  =   0.99993927
 NH1153!SPC WI S     -   0.99995795  x   1.00007566  =   1.00003360
 NH1153!UTM  16      -   0.99995795  x   0.99981551  =   0.99977347
 NH1153
 NH1153|---------------------------------------------------------------------|
 NH1153| PID    Reference Object                     Distance      Geod. Az  |
 NH1153|                                                           dddmmss.s |
 NH1153| CI9734 HARVARD RM 3 RESET                    7.437 METERS 00236     |
 NH1153| NH1248 WALWORTH MUNICIPAL TANK             APPROX.11.7 KM 0033129.3 |
 NH1153| CI9730 HARVARD AZ MK                                      0544825.4 |
 NH1153| NH1155 HARVARD TRINITY LUTH CHURCH         APPROX. 0.6 KM 1730203.6 |
 NH1153| CI9731 HARVARD RM 1                         18.288 METERS 18632     |
 NH1153| NH1150 HARVARD ST JOSEPHS CH SPIRE         APPROX. 1.1 KM 2063202.4 |
 NH1153| NH1151 HARVARD MUNICIPAL TANK              APPROX. 1.1 KM 2084312.4 |
 NH1153| NH1149 HARVARD STAR LINE INC STACK         APPROX. 1.1 KM 2305419.0 |
 NH1153| NH1167 CAPRON BOWMAN MILK CO STACK         APPROX.11.4 KM 2523725.3 |
 NH1153| NH1166 CHEMUNG DEAN EVAP MILK CO STK       APPROX. 4.9 KM 2571904.3 |
 NH1153| CI9732 HARVARD RM 2                         25.017 METERS 25835     |
 NH1153| NH1163 WEEKS                               APPROX.10.9 KM 3022131.3 |
 NH1153| NH1251 SHARON MUNICIPAL TANK               APPROX.13.3 KM 3093540.2 |
 NH1153| NH1164 SHARON UNITED MILK PROD CO STK      APPROX.12.3 KM 3101320.0 |
 NH1153| CI9733 HARVARD RM 3                         15.133 METERS 33827     |
 NH1153|---------------------------------------------------------------------|
 NH1153
 NH1153                          SUPERSEDED SURVEY CONTROL
 NH1153
 NH1153  NAD 83(1997)-  42 25 39.34839(N)    088 36 31.82897(W) AD(       ) 2
 NH1153  NAD 83(1986)-  42 25 39.34590(N)    088 36 31.83292(W) AD(       ) 2
 NH1153  NAD 27      -  42 25 39.27800(N)    088 36 31.47300(W) AD(       ) 2
 NH1153
 NH1153.Superseded values are not recommended for survey control.
 NH1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1153.See file dsdata.txt to determine how the superseded data were derived.
 NH1153
 NH1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6765498507(NAD 83)
 NH1153_MARKER: DS = TRIANGULATION STATION DISK
 NH1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1153+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 NH1153
 NH1153  HISTORY     - Date     Condition        Report By
 NH1153  HISTORY     - 1935     MONUMENTED       CGS
 NH1153  HISTORY     - 1961     SEE DESCRIPTION  CGS
 NH1153  HISTORY     - 1967     GOOD             CGS
 NH1153  HISTORY     - 19950513 GOOD             USPSQD
 NH1153  HISTORY     - 20030416 GOOD             USPSQD
 NH1153  HISTORY     - 20030427 GOOD             USPSQD
 NH1153
 NH1153                          STATION DESCRIPTION
 NH1153
 NH1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1153'THIS STATION IS ON THE GROUNDS OF THE COMMUNITY HIGH SCHOOL
 NH1153'AT THE NORTHEAST EDGE OF HARVARD.  THE STATION MARK IS AT THE
 NH1153'SOUTHEAST CORNER OF SCHOOLYARD.  23 FEET NORTH OF NORTH CURB
 NH1153'OF BLAINE AVENUE.  54 FEET WEST OF CENTER-LINE OF NORTH-SOUTH
 NH1153'GRAVEL ROAD.  24 FEET NORTHWEST OF TELEPHONE POLE AT SOUTHEAST
 NH1153'CORNER OF SCHOOL GROUNDS.  102 FEET SOUTHEAST OF POLE SUPPORTING
 NH1153'BIRD HOUSE.  25 FEET EASTNORTHEAST OF SOUTHERNMOST HAW TREE.
 NH1153'262.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF SCHOOL BUILDING.
 NH1153'THE MARK IS FLUSH WITH THE GROUND.
 NH1153'
 NH1153'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1153'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1153'
 NH1153'REFERENCE MARK NO. 1 IS SOUTHSOUTHWEST OF THE STATION ON SOUTH
 NH1153'SIDE OF BLAINE AVENUE.  14 FEET SOUTH OF SOUTH CURB OF BLAINE
 NH1153'AVENUE.  45 FEET SOUTHWEST OF TELEPHONE POLE AT SOUTHEAST
 NH1153'CORNER OF SCHOOL GROUNDS.  THE MARK PROJECTS 4 INCHES.
 NH1153'
 NH1153'REFERENCE MARK NO. 2 IS WESTSOUTHWEST OF THE STATION IN SCHOOL
 NH1153'GROUNDS.  7 FEET NORTH OF NORTH CURB OF BLAINE AVENUE.  2-1/2
 NH1153'FEET EAST OF TELEPHONE POLE.  THE MARK IS FLUSH WITH THE GROUND.
 NH1153'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 85.46 FEET.
 NH1153'
 NH1153'THE AZIMUTH MARK IS NORTHEAST OF THE STATION AT NORTH SIDE
 NH1153'OF GRAVEL LANE LEADING TO BARN (FIRST ROAD LEADING EAST THAT
 NH1153'IS NORTH OF STATION).  0.1 MILE EAST OF NORTH-SOUTH GRAVEL
 NH1153'ROAD.  40 FEET WEST OF NORTHWEST CORNER OF BARN.  12 FEET
 NH1153'NORTH OF CENTERLINE OF LANE.  1 FOOT SOUTH OF FENCE LINE.
 NH1153'THE MARK IS FLUSH WITH THE GROUND.
 NH1153'
 NH1153'A 100-FOOT SIGNAL AT WEEKS IS VISIBLE AT 37 FEET.
 NH1153'
 NH1153'A 100-FOOT SIGNAL AT KOLTZ IS VISIBLE AT 37 FEET.
 NH1153
 NH1153                          STATION RECOVERY (1961)
 NH1153
 NH1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 NH1153'FOUND STATION SURFACE MARK DISTURBED, SEARCHED UNSUCCESSFULLY
 NH1153'FOR THE SURELY OBSTRUCT- AND PROBABLY DESTROYED AZIMUTH
 NH1153'MARK.  RECOVERED SUBSURFACE STATION MARK AND R.M.S NOS. 1 AND
 NH1153'2 WITH THE FORMER DOOMED TO FILL COVER OF 1 OR 2 FEET.  R.M. NO.
 NH1153'3 WAS SET AS WAS A NEW SURFACE STATION MARK.
 NH1153'
 NH1153'ABOUT 3/4-MILE NE OF THE HEART OF HARVARD, IN SE CORNER OF
 NH1153'LAWN OF COMMUNITY HIGH SCH. 82.5 FEET SE OF SE CORNER OF THE
 NH1153'BRICK SCHOOL BUILDING, 45.8 FEET S OF PROJECTED PLANE OF S
 NH1153'WALL OF SAME, 52 FEET W OF CENTER LINE OF N. GARFIELD ST.,
 NH1153'35-1/2 FEET N OF CENTER LINE OF E. BLAINE ST., STANDARD DISKS
 NH1153'STAMPED HARVARD 1935, 3.3 FEET UNDERGROUND AND
 NH1153'HARVARD 1935 1961 IS FLUSH.
 NH1153'
 NH1153'REFERENCE STAMPED HARVARD NO 1 1935, 1 OR 2 FEET
 NH1153'UNDERGROUND, IS 24.3 FEET S OF CENTER LINE OF 24-FOOT BLAINE
 NH1153'ST. PAVEMENT, AND 1.3 FEET HIGHER THAN SAME, 61.5 FEET E OF
 NH1153'PROJECTED PLANE OF SCHOOL BUILDING.  EAST WALL.
 NH1153'
 NH1153'REFERENCE STAMPED HARVARD NO 2 1935, FLUSH, IS
 NH1153'1.7 FEET N OF N EDGE OF SIDEWALK, 12 FEET W OF PLANE OF E
 NH1153'WALL OF SCHOOL, AND 0.3 FOOT HIGHER THAN SIDEWALK.
 NH1153'
 NH1153'REFERENCE STAMPED HARVARD NO. 3 1961, IS STANDARD DISK SET IN
 NH1153'DRILL HOLE IN TOP OF 8-INCH CONCRETE CURB, 50.3 FEET E OF SE
 NH1153'CORNER OF SCHOOL, AND 0.3 FOOT N OF PLANE OF S WALL.
 NH1153
 NH1153                          STATION RECOVERY (1967)
 NH1153
 NH1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1153'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 NH1153'CONDITION.  THE AREA OF THE AZIMUTH MARK IS NOW A HOUSING
 NH1153'PROJECT AND THE MARK IS ASSUMED LOST AFTER A 3 HOUR SEARCH
 NH1153'WAS MADE.  REFERENCE MARK 1 COULD NOT BE FOUND AND IS ASSUMED
 NH1153'LOST.  THERE WERE NO OBJECTS VISIBLE FROM THE STATION TO
 NH1153'SET A NEW AZIMUTH MARK BY OR TO CUT IN.  THE DISTANCE TO
 NH1153'REFERENCE MARK 2 CHECKED.  A REFERENCE MARK 3 WAS SET.  A
 NH1153'NEW DESCRIPTION FOLLOWS.
 NH1153'
 NH1153'LOCATED AT THE SOUTHEAST EDGE OF THE COMMUNITY HIGH SCHOOL
 NH1153'GROUNDS IN THE NORTHEAST EDGE OF HARVARD AT THE INTERSECTION
 NH1153'OF GARFIELD STREET AND BLAINE AVE.  IT IS 54 FEET WEST OF
 NH1153'THE CENTERLINE OF GARFIELD STREET, 23 FEET NORTH OF THE NORTH
 NH1153'CURB OF BLAINE AVE., 24 FEET NORTHWEST OF A POWER POLE AND
 NH1153'82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL.
 NH1153'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HARVARD 1935.
 NH1153'
 NH1153'REFERENCE MARK 2 IS 57 FEET SOUTH OF THE SOUTHEAST CORNER OF
 NH1153'THE SCHOOL, 5 FEET EAST OF A POWER POLE AND 1 FOOT NORTH OF
 NH1153'THE NORTH EDGE OF THE SIDE WALK OF BLAINE AVE.  THE MONUMENT
 NH1153'IS FLUSH AND THE DISK IS STAMPED HARVARD NO 2 1935.
 NH1153'
 NH1153'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN THE CONCRETE
 NH1153'SIDEWALK LEADING TO THE FRONT OF THE SCHOOL.  IT IS 72 FEET
 NH1153'EAST OF THE SOUTHEAST CORNER OF THE SCHOOL, 52 FEET WEST OF
 NH1153'THE CENTERLINE OF GARFIELD STREET, AND 6 INCHES SOUTHWEST OF
 NH1153'THE NORTHEAST EDGE OF THE SIDEWALK.  THE DISK IS STAMPED HARVARD
 NH1153'1935 NO 3 1967.
 NH1153'
 NH1153'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1153'
 NH1153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HARVARD
 NH1153
 NH1153                          STATION RECOVERY (1995)
 NH1153
 NH1153'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1153'RECOVERED IN GOOD CONDITION.
 NH1153
 NH1153                          STATION RECOVERY (2003)
 NH1153
 NH1153'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1153'RECOVERED IN GOOD CONDITION.
 NH1153
 NH1153                          STATION RECOVERY (2003)
 NH1153
 NH1153'RECOVERY NOTE BY US POWER SQUADRON 2003 (GB)
 NH1153'RECOVERED STATION REFERENCE NO. 2, AND REFERENCE NO. 3. REFERENCE NO.
 NH1153'1 NOT RECOVERED, AREA APPEARS TO BE IN FRONT YARD ACROSS FROM SCHOOL
 NH1153'APPROXIMATELY 2 FEET BELOW CURRENT GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1150 ***********************************************************************
 NH1150  DESIGNATION -  HARVARD ST JOSEPHS CH SPIRE
 NH1150  PID         -  NH1150
 NH1150  STATE/COUNTY-  IL/MCHENRY
 NH1150  USGS QUAD   -  HARVARD (1975)
 NH1150
 NH1150                         *CURRENT SURVEY CONTROL
 NH1150  ___________________________________________________________________
 NH1150* NAD 83(1997)-  42 25 08.77143(N)    088 36 52.43405(W)     ADJUSTED  
 NH1150* NAVD 88     -                                                        
 NH1150  ___________________________________________________________________
 NH1150  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NH1150  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1150
 NH1150  HORZ ORDER  -  THIRD
 NH1150
 NH1150.The horizontal coordinates were established by classical geodetic methods
 NH1150.and adjusted by the National Geodetic Survey in October 1999..
 NH1150
 NH1150
 NH1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1150
 NH1150.The geoid height was determined by GEOID03.
 NH1150
 NH1150;                    North         East     Units Scale Factor Converg.
 NH1150;SPC IL E     -   638,692.636   276,853.828   MT  0.99998159   -0 11 22.9
 NH1150;SPC IL E     - 2,095,444.09    908,311.27   sFT  0.99998159   -0 11 22.9
 NH1150;SPC WI S     -    47,507.110   714,031.738   MT  1.00007816   +0 57 07.0
 NH1150;SPC WI S     -   155,862.91  2,342,619.13   sFT  1.00007816   +0 57 07.0
 NH1150;UTM  16      - 4,697,573.144   367,164.946   MT  0.99981710   -1 05 21.3
 NH1150
 NH1150                          SUPERSEDED SURVEY CONTROL
 NH1150
 NH1150  NAD 83(1997)-  42 25 08.77005(N)    088 36 52.43542(W) AD(       ) 4
 NH1150  NAD 83(1986)-  42 25 08.76768(N)    088 36 52.43922(W) AD(       ) 4
 NH1150  NAD 27      -  42 25 08.69600(N)    088 36 52.08200(W) AD(       ) 3
 NH1150
 NH1150.Superseded values are not recommended for survey control.
 NH1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1150.See file dsdata.txt to determine how the superseded data were derived.
 NH1150
 NH1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6716597573(NAD 83)
 NH1150_MARKER: 90 = CHURCH SPIRE
 NH1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1150+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 NH1150
 NH1150  HISTORY     - Date     Condition        Report By
 NH1150  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1150  HISTORY     - 1954     GOOD             CGS
 NH1150  HISTORY     - 19950513 GOOD             USPSQD
 NH1150  HISTORY     - 20030416 GOOD             USPSQD
 NH1150
 NH1150                          STATION DESCRIPTION
 NH1150
 NH1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1150'THIS STATION IS THE SPIRE ON THE ST. JOSEPHS CHURCH, IN THE
 NH1150'TOWN OF HARVARD, ILLINOIS.  IT IS LOCATED ABOUT 50 FEET NORTH
 NH1150'OF THE CENTERLINE OF E. FRONT STREET, AND ABOUT 140 FEET
 NH1150'EAST OF THE CENTERLINE OF JOHNSON STREET, ON THE SOUTH END
 NH1150'OF A GREY BRICK CHURCH.  THE CHURCH WAS ERECTED IN 1891.  THE
 NH1150'SPIRE IS VERY PROMINENT.
 NH1150'
 NH1150'THE BASE OF THE SPIRE IS A SQUARE YELLOW BRICK BUTTRESSED
 NH1150'TOWER ABOUT 90 FEET HIGH WITH A LARGE BROWN GOTHIC LOUVERED
 NH1150'WINDOW ON EACH SIDE AND GABLES AT THE TOP.  THE GREENISH-GREY
 NH1150'OCTAGONAL SPIRE IS ABOUT 50 FEET HIGH AND HAS A 5-FOOT GOLD
 NH1150'CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT 145 FEET.
 NH1150
 NH1150                          STATION RECOVERY (1954)
 NH1150
 NH1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1150'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION
 NH1150'IS ADEQUATE.
 NH1150
 NH1150                          STATION RECOVERY (1995)
 NH1150
 NH1150'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1150'RECOVERED IN GOOD CONDITION.
 NH1150
 NH1150                          STATION RECOVERY (2003)
 NH1150
 NH1150'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1149 ***********************************************************************
 NH1149  DESIGNATION -  HARVARD STAR LINE INC STACK
 NH1149  PID         -  NH1149
 NH1149  STATE/COUNTY-  IL/MCHENRY
 NH1149  USGS QUAD   -  HARVARD (1975)
 NH1149
 NH1149                         *CURRENT SURVEY CONTROL
 NH1149  ___________________________________________________________________
 NH1149* NAD 83(1997)-  42 25 16.84722(N)    088 37 09.20326(W)     ADJUSTED  
 NH1149* NAVD 88     -                                                        
 NH1149  ___________________________________________________________________
 NH1149  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 NH1149  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NH1149
 NH1149  HORZ ORDER  -  THIRD
 NH1149
 NH1149.The horizontal coordinates were established by classical geodetic methods
 NH1149.and adjusted by the National Geodetic Survey in October 1999..
 NH1149
 NH1149
 NH1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1149
 NH1149.The geoid height was determined by GEOID03.
 NH1149
 NH1149;                    North         East     Units Scale Factor Converg.
 NH1149;SPC IL E     -   638,943.096   276,471.290   MT  0.99998181   -0 11 34.3
 NH1149;SPC IL E     - 2,096,265.81    907,056.22   sFT  0.99998181   -0 11 34.3
 NH1149;SPC WI S     -    47,749.923   713,644.249   MT  1.00007749   +0 56 55.5
 NH1149;SPC WI S     -   156,659.54  2,341,347.84   sFT  1.00007749   +0 56 55.5
 NH1149;UTM  16      - 4,697,829.537   366,786.449   MT  0.99981834   -1 05 32.8
 NH1149
 NH1149                          SUPERSEDED SURVEY CONTROL
 NH1149
 NH1149  NAD 83(1997)-  42 25 16.84590(N)    088 37 09.20498(W) AD(       ) 4
 NH1149  NAD 83(1986)-  42 25 16.84358(N)    088 37 09.20855(W) AD(       ) 4
 NH1149  NAD 27      -  42 25 16.77500(N)    088 37 08.84900(W) AD(       ) 3
 NH1149
 NH1149.Superseded values are not recommended for survey control.
 NH1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1149.See file dsdata.txt to determine how the superseded data were derived.
 NH1149
 NH1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6678697830(NAD 83)
 NH1149_MARKER: 63 = STACK
 NH1149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1149+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 NH1149
 NH1149  HISTORY     - Date     Condition        Report By
 NH1149  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1149  HISTORY     - 1954     GOOD             CGS
 NH1149  HISTORY     - 19950513 GOOD             USPSQD
 NH1149  HISTORY     - 20030416 GOOD             USPSQD
 NH1149
 NH1149                          STATION DESCRIPTION
 NH1149
 NH1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1149'THIS STATION IS THE STACK AT THE PLANT OF STAR LINE, INC.,
 NH1149'IN THE WESTERN PART OF THE TOWN OF HARVARD, ILLINOIS.  THE
 NH1149'STACK IS ON THE WEST END OF THE FACTORY, ABOUT 60 FEET SOUTH
 NH1149'OF THE CENTERLINE OF W. FRONT STREET, AND ABOUT 0.05 MILE
 NH1149'WEST OF N. PAGE STREET.  THE STACK WAS ERECTED IN 1904 AND
 NH1149'IS FAIRLY PROMINENT.
 NH1149'
 NH1149'THE YELLOW BRICK FACTORY BUILDING ON WHICH THE TANK SETS IS
 NH1149'ABOUT 50 FEET HIGH.  THE STACK IS A YELLOW BRICK STRUCTURE
 NH1149'ABOUT 10 FEET IN DIAMETER WITH DESIGNS INLAID IN BLACK TILE
 NH1149'AT THE TOP AND A COLLAR AROUND THE TOP.  THE STACK PROPER
 NH1149'IS ABOUT 70 FEET HIGH.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 NH1149
 NH1149                          STATION RECOVERY (1954)
 NH1149
 NH1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1149'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION
 NH1149'IS ADEQUATE WITH THE EXCEPTION THAT THE INLAID DESIGN IS NO
 NH1149'LONGER VISIBLE DUE TO SMOKE WHICH HAS DARKENED THE TOP OF THE
 NH1149'STACK.
 NH1149
 NH1149                          STATION RECOVERY (1995)
 NH1149
 NH1149'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1149'RECOVERED IN GOOD CONDITION.
 NH1149
 NH1149                          STATION RECOVERY (2003)
 NH1149
 NH1149'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1155 ***********************************************************************
 NH1155  DESIGNATION -  HARVARD TRINITY LUTH CHURCH
 NH1155  PID         -  NH1155
 NH1155  STATE/COUNTY-  IL/MCHENRY
 NH1155  USGS QUAD   -  HARVARD (1975)
 NH1155
 NH1155                         *CURRENT SURVEY CONTROL
 NH1155  ___________________________________________________________________
 NH1155* NAD 83(1997)-  42 25 20.14701(N)    088 36 28.66136(W)     ADJUSTED  
 NH1155* NAVD 88     -                                                        
 NH1155  ___________________________________________________________________
 NH1155  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 NH1155  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NH1155
 NH1155  HORZ ORDER  -  THIRD
 NH1155
 NH1155.The horizontal coordinates were established by classical geodetic methods
 NH1155.and adjusted by the National Geodetic Survey in October 1999..
 NH1155
 NH1155
 NH1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1155
 NH1155.The geoid height was determined by GEOID03.
 NH1155
 NH1155;                    North         East     Units Scale Factor Converg.
 NH1155;SPC IL E     -   639,041.853   277,398.452   MT  0.99998128   -0 11 06.9
 NH1155;SPC IL E     - 2,096,589.81    910,098.09   sFT  0.99998128   -0 11 06.9
 NH1155;SPC WI S     -    47,867.145   714,569.348   MT  1.00007722   +0 57 23.3
 NH1155;SPC WI S     -   157,044.12  2,344,382.94   sFT  1.00007722   +0 57 23.3
 NH1155;UTM  16      - 4,697,913.712   367,714.895   MT  0.99981531   -1 05 05.5
 NH1155
 NH1155                          SUPERSEDED SURVEY CONTROL
 NH1155
 NH1155  NAD 83(1997)-  42 25 20.14563(N)    088 36 28.66245(W) AD(       ) 4
 NH1155  NAD 83(1986)-  42 25 20.14338(N)    088 36 28.66629(W) AD(       ) 4
 NH1155  NAD 27      -  42 25 20.07500(N)    088 36 28.30600(W) AD(       ) 3
 NH1155
 NH1155.Superseded values are not recommended for survey control.
 NH1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1155.See file dsdata.txt to determine how the superseded data were derived.
 NH1155
 NH1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6771597914(NAD 83)
 NH1155_MARKER: 90 = CHURCH SPIRE
 NH1155
 NH1155  HISTORY     - Date     Condition        Report By
 NH1155  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1155  HISTORY     - 1954     MARK NOT FOUND   CGS
 NH1155  HISTORY     - 19950513 MARK NOT FOUND   USPSQD
 NH1155  HISTORY     - 20030416 MARK NOT FOUND   USPSQD
 NH1155
 NH1155                          STATION DESCRIPTION
 NH1155
 NH1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1155'THIS STATION IS THE SPIRE ON THE TRINITY LUTHERAN CHURCH, IN
 NH1155'THE TOWN OF HARVARD, ILLINOIS.  IT IS LOCATED ABOUT 60 FEET
 NH1155'NORTH OF THE CENTERLINE OF DICCIN AVE., AND ABOUT 90 FEET
 NH1155'EAST OF THE CENTERLINE OF N. JEFFERSON STREET.  THE CHURCH
 NH1155'WAS ERECTED IN 1928.  THE SPIRE IS FAIRLY PROMINENT FROM
 NH1155'THE NORTH AND EAST BUT IS OBSTRUCTED BY TREES ON THE SOUTH
 NH1155'AND WEST SIDES.
 NH1155'
 NH1155'THE BASE OF THE SPIRE IS A SQUARE SHINGLED TOWER ON THE SOUTH
 NH1155'END OF A BROWN SHINGLED CHURCH WHICH SETS ON THE TOP OF A
 NH1155'HIGH KNOLL.  THIS TOWER IS ABOUT 50 FEET HIGH AND HAS A LEDGE
 NH1155'AROUND THE TOP.  ON THIS THERE IS A SMALLER SHINGLED TOWER
 NH1155'ABOUT 15 FEET HIGH WITH TWO GOTHIC LOUVERED WINDOWS ON EACH
 NH1155'SIDE.  THE GREY OCTAGONAL SPIRE IS ABOUT 30 FEET HIGH AND
 NH1155'HAS A BALL AND GREY CROSS AT ITS APEX.  THE TOTAL HEIGHT
 NH1155'IS ABOUT 100 FEET.
 NH1155
 NH1155                          STATION RECOVERY (1954)
 NH1155
 NH1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1155'STATION WAS SEARCHED FOR AT THE LOCATION GIVEN.  IT WAS FOUND
 NH1155'TO BE NEAR THE INTERSECTION OF MC KINLEY AND DICCEN AVENUE.
 NH1155'THIS CHURCH HAS BEEN COMPLETELY REMODELED AND THE SPIRE HAS
 NH1155'BEEN REMOVED.
 NH1155'
 NH1155'STATION SHOULD BE CONSIDERED LOST.
 NH1155
 NH1155                          STATION RECOVERY (1995)
 NH1155
 NH1155'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1155'MARK NOT FOUND.
 NH1155
 NH1155                          STATION RECOVERY (2003)
 NH1155
 NH1155'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1155'BELIEVED DESTROYED.  CHURCH IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3062 ***********************************************************************
 ME3062  DESIGNATION -  HARWOOD HEIGHTS MUN TANK
 ME3062  PID         -  ME3062
 ME3062  STATE/COUNTY-  IL/COOK
 ME3062  USGS QUAD   -  RIVER FOREST (1997)
 ME3062
 ME3062                         *CURRENT SURVEY CONTROL
 ME3062  ___________________________________________________________________
 ME3062* NAD 83(1997)-  41 57 53.91350(N)    087 48 44.84562(W)     ADJUSTED  
 ME3062* NAVD 88     -                                                        
 ME3062  ___________________________________________________________________
 ME3062  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 ME3062  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 ME3062
 ME3062  HORZ ORDER  -  THIRD
 ME3062
 ME3062.The horizontal coordinates were established by classical geodetic methods
 ME3062.and adjusted by the National Geodetic Survey in October 1999..
 ME3062
 ME3062
 ME3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3062
 ME3062.The geoid height was determined by GEOID03.
 ME3062
 ME3062;                    North         East     Units Scale Factor Converg.
 ME3062;SPC IL E     -   588,343.724   343,177.632   MT  0.99999793   +0 20 53.9
 ME3062;SPC IL E     - 1,930,257.70  1,125,908.61   sFT  0.99999793   +0 20 53.9
 ME3062;UTM  16      - 4,646,206.744   432,677.107   MT  0.99965577   -0 32 35.8
 ME3062
 ME3062                          SUPERSEDED SURVEY CONTROL
 ME3062
 ME3062  NAD 83(1997)-  41 57 53.91363(N)    087 48 44.84617(W) AD(       ) 4
 ME3062  NAD 83(1997)-  41 57 53.91506(N)    087 48 44.85985(W) AD(       ) 4
 ME3062  NAD 83(1986)-  41 57 53.91657(N)    087 48 44.85934(W) AD(       ) 4
 ME3062  NAD 27      -  41 57 53.80547(N)    087 48 44.63790(W) AD(       ) 3
 ME3062
 ME3062.Superseded values are not recommended for survey control.
 ME3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3062.See file dsdata.txt to determine how the superseded data were derived.
 ME3062
 ME3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3267746207(NAD 83)
 ME3062_MARKER: 53 = ELEVATED TANK
 ME3062
 ME3062  HISTORY     - Date     Condition        Report By
 ME3062  HISTORY     - 1977     FIRST OBSERVED   NGS
 ME3062
 ME3062                          STATION DESCRIPTION
 ME3062
 ME3062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 ME3062'THE STATION IS THE APEX OF THE VENT OF THE VILLAGE OF
 ME3062'HARWOOD HEIGHTS WATER TANK.  IT HAS A CYLINDRICAL BODY WITH A
 ME3062'DOME SHAPED TOP AND A HEMISPHERICAL BOTTOM.  THE WATER TANK
 ME3062'IS SILVER IS COLOR WITH THE LETTERS VILLAGE OF HARWOOD HEIGHTS
 ME3062'IN BLACK AND IS SUPPORTED WITH 6 TUBULAR LEGS AND APPROXIMATELY
 ME3062'125 FEET HIGH.
 ME3062'
 ME3062'LOCATED IN THE CENTRAL SECTION OF HARWOOD HEIGHTS IN THE
 ME3062'SOUTHWEST ANGLE OF THE INTERSECTION OF NORTH OKETO AND WEST LELAND
 ME3062'AVENUE EXTENDED WEST, 96 FEET WEST OF THE CENTERLINE OF NORTH OKETO
 ME3062'AVENUE AND 135 FEET SOUTH OF THE CENTERLINE OF WEST LELAND AVENUE
 ME3062'LELAND AVENUE EXTENDED WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1095 ***********************************************************************
 LC1095  DESIGNATION -  HATTONS
 LC1095  PID         -  LC1095
 LC1095  STATE/COUNTY-  IL/LOGAN
 LC1095  USGS QUAD   -  LINCOLN EAST (1980)
 LC1095
 LC1095                         *CURRENT SURVEY CONTROL
 LC1095  ___________________________________________________________________
 LC1095* NAD 83(1986)-  40 08 59.     (N)    089 17 17.     (W)     SCALED    
 LC1095* NAVD 88     -       186.517  (meters)     611.93   (feet)  ADJUSTED  
 LC1095  ___________________________________________________________________
 LC1095  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LC1095  DYNAMIC HT  -         186.421 (meters)     611.62  (feet)  COMP
 LC1095  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LC1095
 LC1095  VERT ORDER  -  SECOND    CLASS 0
 LC1095
 LC1095.The horizontal coordinates were scaled from a topographic map and have
 LC1095.an estimated accuracy of +/- 6 seconds.
 LC1095
 LC1095.The orthometric height was determined by differential leveling
 LC1095.and adjusted by the National Geodetic Survey in June 1991..
 LC1095
 LC1095.The geoid height was determined by GEOID03.
 LC1095
 LC1095.The dynamic height is computed by dividing the NAVD 88
 LC1095.geopotential number by the normal gravity value computed on the
 LC1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1095.degrees latitude (g = 980.6199 gals.).
 LC1095
 LC1095.The modeled gravity was interpolated from observed gravity values.
 LC1095
 LC1095;                    North         East    Units  Estimated Accuracy
 LC1095;SPC IL W     -   386,980.      774,860.      MT  (+/- 180 meters Scaled)
 LC1095
 LC1095                          SUPERSEDED SURVEY CONTROL
 LC1095
 LC1095  NGVD 29 (??/??/92)  186.597  (m)          612.19   (f) ADJ UNCH    2 0
 LC1095
 LC1095.Superseded values are not recommended for survey control.
 LC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1095.See file dsdata.txt to determine how the superseded data were derived.
 LC1095
 LC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK051468(NAD 83)
 LC1095_MARKER: DS = TRIANGULATION STATION DISK
 LC1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1095_STAMPING: HATTONS 1934
 LC1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1095+STABILITY: SURFACE MOTION
 LC1095
 LC1095  HISTORY     - Date     Condition        Report By
 LC1095  HISTORY     - 1934     MONUMENTED       CGS
 LC1095  HISTORY     - 1960     GOOD             CGS
 LC1095  HISTORY     - 1960     GOOD             NGS
 LC1095
 LC1095                          STATION DESCRIPTION
 LC1095
 LC1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1095'STATION IS ABOUT 4 MILES E OF LINCOLN, ABOUT 0.3 MILE W
 LC1095'OF THE HATTON SCHOOL BUILDING ON LAND OWNED BY THE LINCOLN
 LC1095'COLLEGE, NEAR THE N EDGE OF A PASTURE, 62 FEET S OF THE
 LC1095'CENTER LINE OF STATE HIGHWAY 120, 21 FEET S OF THE FENCE
 LC1095'LINE, 50 FEET NNE OF A 4-FOOT POPLAR TREE, 60 FEET NW OF
 LC1095'A 3-FOOT POPLAR TREE, 60 PACES N OF AN OLD WELL, AND FLUSH
 LC1095'WITH THE SURFACE.
 LC1095'
 LC1095'TO REACH THE STATION FROM LINCOLN, FOLLOW U.S. HIGHWAY 66
 LC1095'N TO THE JUNCTION WITH STATE HIGHWAY 120, THENCE E ON STATE
 LC1095'HIGHWAY 120 FOR 4 MILES TO THE STATION.
 LC1095'
 LC1095'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1095'BRONZE DISKS SET IN CONCRETE.
 LC1095'
 LC1095'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 41 FEET S OF
 LC1095'THE CENTER LINE OF STATE HIGHWAY 120, 38 PACES W OF N-S
 LC1095'FENCE LINE, 1 FOOT S OF E-W FENCE LINE, AND PROJECTS 2 INCHES.
 LC1095'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 41 FEET S OF
 LC1095'THE CENTER LINE OF THE ROAD, 1 FOOT S OF E-W FENCE LINE,
 LC1095'AND PROJECTS 2 INCHES.
 LC1095'
 LC1095'AZIMUTH MARK IS W OF THE STATION, 33 FEET S OF THE CENTER
 LC1095'LINE OF STATE HIGHWAY 120, 1 FOOT S OF THE E-W FENCE LINE,
 LC1095'AND PROJECTS 12 INCHES.
 LC1095'
 LC1095'INITIAL FOR LA PLACE AZIMUTH IS SET ABOUT 5 MILES E OF THE
 LC1095'STATION IN THE TOWN OF BEASON, ABOUT 50 YARDS W OF A LARGE
 LC1095'GRAIN ELEVATOR, 1 FOOT E OF N-S FENCE LINE, ABOUT 50 YARDS
 LC1095'N OF THE RR, AND 0.1 MILE W OF THE MAIN STREET AND THE ILLINOIS
 LC1095'CENTRAL RR STATION.  TO REACH FROM THE STATION GO E FOR
 LC1095'5 MILES TO A CROSS ROAD, TURN S FOR 0.5 MILE TO THE TOWN
 LC1095'OF BEASON, GO W 0.1 MILE FROM THE RR STATION TO THE LARGE
 LC1095'GRAIN ELEVATOR AND THE MARK.
 LC1095
 LC1095                          STATION RECOVERY (1960)
 LC1095
 LC1095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1095'STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 LC1095'GOOD CONDITION.  DISTANCE AND DIRECTION TO R.M. NO. 1 AND
 LC1095'R.M. NO. 2 WAS MEASURED AND CHECKED.  THE AZIMUTH MARK WAS
 LC1095'NO LONGER VISIBLE FROM THE GROUND, SO WAS DESTROYED BY THIS
 LC1095'PARTY.  A NEW AZIMUTH MARK WAS ESTABLISHED AND IS DESCRIBED
 LC1095'BELOW.
 LC1095'
 LC1095'A COMPLETE NEW DESCRIPTION FOLLOWS--
 LC1095'
 LC1095'STATION IS LOCATED ABOUT 4-1/4 MILES EAST OF LINCOLN, ON
 LC1095'PASTURE LAND OWNED BY LINCOLN COLLEGE AND RENTED BY MR. ROLAND
 LC1095'SANDEL.
 LC1095'
 LC1095'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN LINCOLN,
 LC1095'GO NORTHEAST ON KICKAPOO STREET FOR 0.4 MILE TO THE JUNCTION
 LC1095'OF U.S. HIGHWAY 66 (BUSINESS ROUTE) AND STATE ROUTE 10, TURN
 LC1095'RIGHT ON STATE ROUTE 10 AND GO 3.7 MILES TO CROSSROAD, CONTINUE
 LC1095'EAST 0.2 MILE TO STATION ON RIGHT IN PASTURE LAND AS DESCRIBED.
 LC1095'
 LC1095'STATION MARK, A STANDARD STATION DISK STAMPED HATTONS 1934,
 LC1095'IS SET IN THE TOP OF A 12 INCH IN DIAMETER ROUND CONCRETE
 LC1095'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC1095'MARK IS 106.9 FEET EAST-SOUTHEAST OF A POWER POLE, 59.6
 LC1095'FEET SOUTH OF THE CENTER OF STATE ROUTE 10, 49 FEET
 LC1095'NORTH-NORTHEAST OF A LONE TREE AND 21.8 FEET SOUTH OF THE WITNESS
 LC1095'POST.  A TRAVERSE CONNECTION WAS MADE TO HATTONS NO 3
 LC1095'1934 AND THE DISTANCE IS 75.23 FEET OR 22.929 METERS.
 LC1095'
 LC1095'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED HATTONS
 LC1095'NO 1 1934, IS SET IN THE TOP OF A 12 INCH IN DIAMETER ROUND
 LC1095'CONCRETE POST WHICH PROJECTS ABOUT 12 INCHES.  THE MARK
 LC1095'IS 60.2 FEET EAST OF A POWER POLE, 39.6 FEET SOUTH OF THE
 LC1095'CENTER OF STATE ROUTE 10 AND 1 FOOT SOUTH OF THE FENCE.
 LC1095'
 LC1095'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED HATTONS
 LC1095'NO 2 1934, IS SET IN THE TOP OF A 12 INCH IN DIAMETER ROUND
 LC1095'CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES.  THE MARK
 LC1095'IS 39.6 FEET SOUTH OF THE CENTER OF STATE ROUTE 10, 26.7
 LC1095'FEET WEST OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE.
 LC1095'
 LC1095'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED HATTONS
 LC1095'NO 3 1934, IS SET IN THE TOP OF A 14 INCH SQUARE CONCRETE
 LC1095'POST WHICH IS SET 14 INCHES BELOW THE SURFACE OF THE GROUND.
 LC1095'THE MARK IS 92.6 FEET SOUTH OF THE CENTER OF STATE ROUTE
 LC1095'10, 84.4 FEET SOUTHEAST OF A POWER POLE, 55.6 FEET WEST-NORTHWEST
 LC1095'OF A LARGE TREE AND 54 FEET SOUTH OF A FENCE.
 LC1095'
 LC1095'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED HATTONS
 LC1095'1934 RESET 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1095'POST WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS 25 FEET
 LC1095'WEST OF THE CENTER OF ROAD, 14 FEET SOUTH OF THE CENTER
 LC1095'OF FIELD ENTRANCE, 1.5 FEET NORTHEAST OF THE WITNESS POST
 LC1095'AND 1.4 FEET EAST OF A FENCE POST.
 LC1095'
 LC1095'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.2
 LC1095'MILE TO CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.3 MILE
 LC1095'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 LC1095'
 LC1095'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 324.33
 LC1095'FEET.
 LC1095
 LC1095                          STATION RECOVERY (1960)
 LC1095
 LC1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LC1095'4.1 MI E FROM LINCOLN.
 LC1095'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1095'OFFICE IN LINCOLN THENCE 3.6 MILES EAST ALONG STATE HIGHWAY 10,
 LC1095'ABOUT 0.2 MILES EAST OF A NORTH-SOUTH ASPHALT PAVED ROAD CROSSING,
 LC1095'ABOUT 0.05 MILES WEST OF A DRIVE SOUTH TO A FARM HOUSE, 59 FEET
 LC1095'SOUTH OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTH OF A FENCE,
 LC1095'49 FEET NORTH OF A THIRTY SIX INCH COTTONWOOD TREE, 135 FEET
 LC1095'SOUTHEAST OF THE THIRD POWER POLE WEST OF THE DRIVE, 21.8 FEET
 LC1095'SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 LC1095'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LC1095'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2059 ***********************************************************************
 LC2059  DESIGNATION -  HATTONS RESET
 LC2059  PID         -  LC2059
 LC2059  STATE/COUNTY-  IL/LOGAN
 LC2059  USGS QUAD   -  LINCOLN EAST (1980)
 LC2059
 LC2059                         *CURRENT SURVEY CONTROL
 LC2059  ___________________________________________________________________
 LC2059* NAD 83(1997)-  40 08 59.11169(N)    089 17 16.84577(W)     ADJUSTED  
 LC2059* NAVD 88     -       186.29   (+/-2cm)     611.2    (feet)  VERTCON   
 LC2059  ___________________________________________________________________
 LC2059  X           -      60,666.215 (meters)                     COMP
 LC2059  Y           -  -4,881,743.320 (meters)                     COMP
 LC2059  Z           -   4,090,808.567 (meters)                     COMP
 LC2059  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LC2059  ELLIP HEIGHT-         153.82  (meters)          (10/21/99) GPS OBS
 LC2059  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LC2059
 LC2059  HORZ ORDER  -  FIRST
 LC2059  VERT ORDER  -  THIRD ? (See Below)
 LC2059  ELLP ORDER  -  FOURTH    CLASS I
 LC2059
 LC2059.The horizontal coordinates were established by classical geodetic methods
 LC2059.and adjusted by the National Geodetic Survey in October 1999..
 LC2059
 LC2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC2059.The vertical order pertains to the NGVD 29 superseded value.
 LC2059
 LC2059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC2059
 LC2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2059
 LC2059.The ellipsoidal height was determined by GPS observations
 LC2059.and is referenced to NAD 83.
 LC2059
 LC2059.The geoid height was determined by GEOID03.
 LC2059
 LC2059;                    North         East     Units Scale Factor Converg.
 LC2059;SPC IL W     -   386,984.976   774,863.583   MT  1.00001014   +0 33 59.7
 LC2059;SPC IL W     - 1,269,633.21  2,542,198.27   sFT  1.00001014   +0 33 59.7
 LC2059;UTM  16      - 4,446,888.318   305,114.399   MT  1.00006757   -1 28 32.7
 LC2059
 LC2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2059!SPC IL W     -   0.99997587  x   1.00001014  =   0.99998601
 LC2059!UTM  16      -   0.99997587  x   1.00006757  =   1.00004344
 LC2059
 LC2059|---------------------------------------------------------------------|
 LC2059| PID    Reference Object                     Distance      Geod. Az  |
 LC2059|                                                           dddmmss.s |
 LC2059| LC1096 HATTONS RM 1                         50.448 METERS 08336     |
 LC2059| CI7508 HATTONS AZ MK INITIAL                              0945924.3 |
 LC2059| LC1921 LINCOLN ST FARM AND COLONY STK      APPROX. 9.3 KM 2432231.6 |
 LC2059| LC1094 HATTONS RM 3                         22.929 METERS 24440     |
 LC2059| LC1923 LINCOLN ST INSANE ASYLUM STK        APPROX. 7.9 KM 2623018.8 |
 LC2059| LC1915 LINCOLN GULLETT AND SONS STACK      APPROX. 5.4 KM 2660116.9 |
 LC2059| LC1917 LINCOLN COUNTY COURTHOUSE DOME      APPROX. 6.4 KM 2661650.0 |
 LC2059| LC1916 LINCOLN ST MARYS CATH CH SPIRE      APPROX. 6.9 KM 2663936.0 |
 LC2059| LC1924 LINCOLN MUNICIPAL STANDPIPE         APPROX. 7.5 KM 2684445.3 |
 LC2059| CI7507 HATTONS AZ MK                                      2705004.3 |
 LC2059| LC1093 HATTONS RM 2                         49.143 METERS 27739     |
 LC2059| LC1919 HATTONS AZ MK 1960 RESET            APPROX. 0.5 KM 3221914.5 |
 LC2059|---------------------------------------------------------------------|
 LC2059
 LC2059                          SUPERSEDED SURVEY CONTROL
 LC2059
 LC2059  NAD 83(1986)-  40 08 59.12397(N)    089 17 16.84214(W) AD(       ) 1
 LC2059  NAD 27      -  40 08 58.97420(N)    089 17 16.49890(W) AD(       ) 1
 LC2059  NGVD 29 (06/25/91)  186.37   (m)          611.4    (f) LEVELING    3  
 LC2059
 LC2059.Superseded values are not recommended for survey control.
 LC2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2059.See file dsdata.txt to determine how the superseded data were derived.
 LC2059
 LC2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0511446888(NAD 83)
 LC2059_MARKER: DH = HORIZONTAL CONTROL DISK
 LC2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC2059_SP_SET: CONCRETE POST
 LC2059_STAMPING: HATTONS 1934 1989
 LC2059_MARK LOGO: NGS   
 LC2059_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC2059+STABILITY: SURFACE MOTION
 LC2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC2059+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1990
 LC2059
 LC2059  HISTORY     - Date     Condition        Report By
 LC2059  HISTORY     - UNK      MONUMENTED
 LC2059  HISTORY     - 19901002 GOOD             NGS
 LC2059
 LC2059                          STATION DESCRIPTION
 LC2059
 LC2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LC2059'NOTE--A NEW SURFACE MARK WAS SET BY THE STATE ADVISOR AND A NEW
 LC2059'ELEVATION WAS MADE.  STATION IS LOCATED ABOUT 6 KM (3.7 MI) EAST OF
 LC2059'LINCOLN, ALONG STATE HIGHWAY 10, IN THE GRAVEL PARKING LOT OF THE
 LC2059'JACQUES SEED COMPANY, ON THE NORTH EDGE OF SECTION 35, T 20 N, R 2 W.
 LC2059'OWNERSHIP--JACQUES SEED COMPANY, ROUTE 10 EAST, LINCOLN, IL 62656.
 LC2059'PHONE IS 217-735-4485.  PERMISSION GRANTED BY THE LADY SECRETARY.
 LC2059'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 121 ON THE EAST
 LC2059'SIDE OF LINCOLN, GO EAST ON HIGHWAY 10 FOR 5.20 TO A PAVED CROSSROAD
 LC2059'(ROAD 1600 E).  CONTINUE EAST FOR 0.32 KM (0.20 MI) TO THE STATION ON
 LC2059'THE RIGHT.
 LC2059'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 10 CM
 LC2059'BELOW GROUND.  IT IS 18.3 M (60.0 FT) SOUTH OF THE HIGHWAY CENTER,
 LC2059'7.1 M (23.3 FT) SOUTH OF REFERENCE MARK 4, 6 M (19.7 FT) SOUTH OF THE
 LC2059'NORTH EDGE OF THE PARKING LOT, 32.4 M (106.3 FT) WEST-SOUTHWEST OF A
 LC2059'UTILITY POLE, AND 11.9 M (39.0 FT) WEST-NORTHWEST OF THE NORTHWEST
 LC2059'CORNER OF A CONCRETE LOADING DOCK RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1096 ***********************************************************************
 LC1096  DESIGNATION -  HATTONS RM 1
 LC1096  PID         -  LC1096
 LC1096  STATE/COUNTY-  IL/LOGAN
 LC1096  USGS QUAD   -  LINCOLN EAST (1980)
 LC1096
 LC1096                         *CURRENT SURVEY CONTROL
 LC1096  ___________________________________________________________________
 LC1096* NAD 83(1986)-  40 08 58.     (N)    089 17 16.     (W)     SCALED    
 LC1096* NAVD 88     -       186.159  (meters)     610.76   (feet)  ADJUSTED  
 LC1096  ___________________________________________________________________
 LC1096  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LC1096  DYNAMIC HT  -         186.064 (meters)     610.45  (feet)  COMP
 LC1096  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LC1096
 LC1096  VERT ORDER  -  SECOND    CLASS 0
 LC1096
 LC1096.The horizontal coordinates were scaled from a topographic map and have
 LC1096.an estimated accuracy of +/- 6 seconds.
 LC1096
 LC1096.The orthometric height was determined by differential leveling
 LC1096.and adjusted by the National Geodetic Survey in June 1991..
 LC1096
 LC1096.The geoid height was determined by GEOID03.
 LC1096
 LC1096.The dynamic height is computed by dividing the NAVD 88
 LC1096.geopotential number by the normal gravity value computed on the
 LC1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1096.degrees latitude (g = 980.6199 gals.).
 LC1096
 LC1096.The modeled gravity was interpolated from observed gravity values.
 LC1096
 LC1096;                    North         East    Units  Estimated Accuracy
 LC1096;SPC IL W     -   386,950.      774,880.      MT  (+/- 180 meters Scaled)
 LC1096
 LC1096                          SUPERSEDED SURVEY CONTROL
 LC1096
 LC1096  NGVD 29 (??/??/92)  186.239  (m)          611.02   (f) ADJ UNCH    2 0
 LC1096
 LC1096.Superseded values are not recommended for survey control.
 LC1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1096.See file dsdata.txt to determine how the superseded data were derived.
 LC1096
 LC1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK051468(NAD 83)
 LC1096_MARKER: DR = REFERENCE MARK DISK
 LC1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1096_STAMPING: HATTONS NO 1 1934
 LC1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1096+STABILITY: SURFACE MOTION
 LC1096
 LC1096  HISTORY     - Date     Condition        Report By
 LC1096  HISTORY     - 1934     MONUMENTED       CGS
 LC1096  HISTORY     - 1960     GOOD             NGS
 LC1096  HISTORY     - 1975     GOOD             USGS
 LC1096
 LC1096                          STATION DESCRIPTION
 LC1096
 LC1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1096'4.1 MI NE FROM LINCOLN.
 LC1096'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1096'OFFICE IN LINCOLN, THENCE 3.6 MILES EAST ALONG STATE HIGHWAY 10,
 LC1096'ABOUT 0.2 MILES EAST OF AN OILED NORTH-SOUTH CROSS ROAD, AND ABOUT
 LC1096'0.05 MILES WEST OF THE JUNCTION OF A DRIVE SOUTH TO A FARM HOUSE,
 LC1096'40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A
 LC1096'FENCE, 60 FEET EAST OF THE THIRD POWER POLE WEST OF THE DRIVE TO
 LC1096'THE HOUSE, 189 FEET NORTHEAST OF A 36 INCH COTTONWOOD TREE, 165.5
 LC1096'FEET NORTHEAST OF HATTONS TRIANGULATION STATION, 164.0 FEET EAST
 LC1096'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 LC1096'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 LC1096
 LC1096                          STATION RECOVERY (1975)
 LC1096
 LC1096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC1096'LINCOLN, LOGAN COUNTY, ILLINOIS 3.6 MI. EAST ALONG ILL. RT 10 FROM.
 LC1096'IN THE N/E 1/4 OF THE N/W 1/4 OF SEC. 35, T-20-N, R-2-W. ABOUT 0.2
 LC1096'MI. EAST OF A PAVED N-S CROSS-ROAD AND ABOUT 0.05 MI. WEST OF A DRIVE
 LC1096'SOUTH TO A FARM HOUSE. 40 FT S. OF THE CENTER OF THE RD. 1 FT SOUTH
 LC1096'OF A FENCE 60 FT EAST OF THE THIRD POWER POLE WEST OF THE DRIVE
 LC1096'SOUTH. 1 FOOT ABOVE THE LEVEL OF THE ROAD AND PROJECTING ABOUT 0.4 FT
 LC1096'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1093 ***********************************************************************
 LC1093  DESIGNATION -  HATTONS RM 2
 LC1093  PID         -  LC1093
 LC1093  STATE/COUNTY-  IL/LOGAN
 LC1093  USGS QUAD   -  LINCOLN EAST (1980)
 LC1093
 LC1093                         *CURRENT SURVEY CONTROL
 LC1093  ___________________________________________________________________
 LC1093* NAD 83(1986)-  40 08 58.     (N)    089 17 16.     (W)     SCALED    
 LC1093* NAVD 88     -       186.227  (meters)     610.98   (feet)  ADJUSTED  
 LC1093  ___________________________________________________________________
 LC1093  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LC1093  DYNAMIC HT  -         186.131 (meters)     610.66  (feet)  COMP
 LC1093  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LC1093
 LC1093  VERT ORDER  -  SECOND    CLASS 0
 LC1093
 LC1093.The horizontal coordinates were scaled from a topographic map and have
 LC1093.an estimated accuracy of +/- 6 seconds.
 LC1093
 LC1093.The orthometric height was determined by differential leveling
 LC1093.and adjusted by the National Geodetic Survey in June 1991..
 LC1093
 LC1093.The geoid height was determined by GEOID03.
 LC1093
 LC1093.The dynamic height is computed by dividing the NAVD 88
 LC1093.geopotential number by the normal gravity value computed on the
 LC1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1093.degrees latitude (g = 980.6199 gals.).
 LC1093
 LC1093.The modeled gravity was interpolated from observed gravity values.
 LC1093
 LC1093;                    North         East    Units  Estimated Accuracy
 LC1093;SPC IL W     -   386,950.      774,880.      MT  (+/- 180 meters Scaled)
 LC1093
 LC1093                          SUPERSEDED SURVEY CONTROL
 LC1093
 LC1093  NGVD 29 (??/??/92)  186.307  (m)          611.24   (f) ADJ UNCH    2 0
 LC1093
 LC1093.Superseded values are not recommended for survey control.
 LC1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1093.See file dsdata.txt to determine how the superseded data were derived.
 LC1093
 LC1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK051468(NAD 83)
 LC1093_MARKER: DR = REFERENCE MARK DISK
 LC1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1093_STAMPING: HATTONS NO 2 1934
 LC1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1093+STABILITY: SURFACE MOTION
 LC1093
 LC1093  HISTORY     - Date     Condition        Report By
 LC1093  HISTORY     - 1934     MONUMENTED       CGS
 LC1093  HISTORY     - 1960     GOOD             NGS
 LC1093
 LC1093                          STATION DESCRIPTION
 LC1093
 LC1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1093'4.1 MI E FROM LINCOLN.
 LC1093'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1093'OFFICE IN LINCOLN, THENCE 3.6 MILES EAST ALONG STATE HIGHWAY 10,
 LC1093'ABOUT 0.2 MILES EAST OF A NORTH-SOUTH ASPHALT PAVED ROAD CROSSING,
 LC1093'ABOUT 0.05 MILES WEST OF A DRIVE SOUTH TO A FARM HOUSE, 40 FEET
 LC1093'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A FENCE,
 LC1093'27 FEET WEST OF THE THIRD POWER POLE WEST OF THE FARM DRIVE, 161
 LC1093'FEET NORTHWEST OF A THIRTY SIX INCH COTTONWOOD TREE, 161.2 FEET
 LC1093'NORTHWEST OF TRIANGULATION STATION HATTONS, 160.7 FEET WEST OF A
 LC1093'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 LC1093'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1094 ***********************************************************************
 LC1094  DESIGNATION -  HATTONS RM 3
 LC1094  PID         -  LC1094
 LC1094  STATE/COUNTY-  IL/LOGAN
 LC1094  USGS QUAD   -  LINCOLN EAST (1980)
 LC1094
 LC1094                         *CURRENT SURVEY CONTROL
 LC1094  ___________________________________________________________________
 LC1094* NAD 83(1997)-  40 08 58.79353(N)    089 17 17.72133(W)     ADJUSTED  
 LC1094* NAVD 88     -       186.101  (meters)     610.57   (feet)  ADJUSTED  
 LC1094  ___________________________________________________________________
 LC1094  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LC1094  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LC1094  DYNAMIC HT  -         186.005 (meters)     610.25  (feet)  COMP
 LC1094  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 LC1094
 LC1094  HORZ ORDER  -  SECOND
 LC1094  VERT ORDER  -  SECOND    CLASS 0
 LC1094
 LC1094.The horizontal coordinates were established by classical geodetic methods
 LC1094.and adjusted by the National Geodetic Survey in October 1999..
 LC1094
 LC1094.The orthometric height was determined by differential leveling
 LC1094.and adjusted by the National Geodetic Survey in June 1991..
 LC1094
 LC1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1094
 LC1094.The geoid height was determined by GEOID03.
 LC1094
 LC1094.The dynamic height is computed by dividing the NAVD 88
 LC1094.geopotential number by the normal gravity value computed on the
 LC1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1094.degrees latitude (g = 980.6199 gals.).
 LC1094
 LC1094.The modeled gravity was interpolated from observed gravity values.
 LC1094
 LC1094;                    North         East     Units Scale Factor Converg.
 LC1094;SPC IL W     -   386,974.958   774,842.957   MT  1.00001011   +0 33 59.1
 LC1094;SPC IL W     - 1,269,600.34  2,542,130.60   sFT  1.00001011   +0 33 59.1
 LC1094;SPC IL E     -   387,055.306   218,635.176   MT  1.00005646   -0 36 56.7
 LC1094;SPC IL E     - 1,269,863.95    717,305.57   sFT  1.00005646   -0 36 56.7
 LC1094;UTM  16      - 4,446,879.041   305,093.428   MT  1.00006767   -1 28 33.2
 LC1094
 LC1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1094!SPC IL W     -   0.99997590  x   1.00001011  =   0.99998601
 LC1094!SPC IL E     -   0.99997590  x   1.00005646  =   1.00003236
 LC1094!UTM  16      -   0.99997590  x   1.00006767  =   1.00004357
 LC1094
 LC1094|---------------------------------------------------------------------|
 LC1094| PID    Reference Object                     Distance      Geod. Az  |
 LC1094|                                                           dddmmss.s |
 LC1094| LC2059 HATTONS RESET                        22.929 METERS 06440     |
 LC1094| LC1096 HATTONS RM 1                                       07743     |
 LC1094| LC1917 LINCOLN COUNTY COURTHOUSE DOME      APPROX. 6.3 KM 2662124.4 |
 LC1094| LC1916 LINCOLN ST MARYS CATH CH SPIRE      APPROX. 6.9 KM 2664352.7 |
 LC1094| LC1918 LINCOLN STETSON CHINA CO TANK       APPROX. 5.7 KM 2754655.3 |
 LC1094| LC1914 AIRPORT BEACON CO APT LINCOLN       APPROX. 4.3 KM 2845040.4 |
 LC1094| LC1093 HATTONS RM 2                         32.423 METERS 30019     |
 LC1094| LC1919 HATTONS AZ MK 1960 RESET            APPROX. 0.5 KM 3244338.4 |
 LC1094|---------------------------------------------------------------------|
 LC1094
 LC1094                          SUPERSEDED SURVEY CONTROL
 LC1094
 LC1094  NAD 83(1986)-  40 08 58.80573(N)    089 17 17.71790(W) AD(       ) 2
 LC1094  NAD 27      -  40 08 58.65600(N)    089 17 17.37440(W) AD(       ) 2
 LC1094  NGVD 29 (??/??/92)  186.181  (m)          610.83   (f) ADJ UNCH    2 0
 LC1094
 LC1094.Superseded values are not recommended for survey control.
 LC1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1094.See file dsdata.txt to determine how the superseded data were derived.
 LC1094
 LC1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0509346879(NAD 83)
 LC1094_MARKER: DR = REFERENCE MARK DISK
 LC1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1094_STAMPING: HATTONS NO 3 1934
 LC1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1094+STABILITY: SURFACE MOTION
 LC1094
 LC1094  HISTORY     - Date     Condition        Report By
 LC1094  HISTORY     - 1960     MONUMENTED       CGS
 LC1094  HISTORY     - 1960     GOOD             NGS
 LC1094
 LC1094                          STATION DESCRIPTION
 LC1094
 LC1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1094'STATION IS LOCATED ABOUT 4-1/4 MILES EAST OF LINCOLN, ON
 LC1094'PASTURE LAND OWNED BY LINCOLN COLLEGE AND RENTED BY MR. ROLAND
 LC1094'SANDEL.
 LC1094'
 LC1094'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN LINCOLN,
 LC1094'GO NORTHEAST ON KICKAPOO STREET FOR 0.4 MILE TO THE JUNCTION
 LC1094'OF U.S. HIGHWAY 66 AND STATE ROUTE 10, TURN RIGHT ON STATE
 LC1094'ROUTE 10 AND GO EAST FOR 3.65 MILES TO A CROSSROAD, CONTINUE
 LC1094'EAST 0.2 MILE TO STATION ON RIGHT IN PASTURE LAND AS DESCRIBED.
 LC1094'
 LC1094'STATION MARK, IS A STANDARD REFERENCE DISK STAMPED HATTONS
 LC1094'NO 3 1934, IS SET IN THE TOP OF A 14 INCH SQUARE CONCRETE
 LC1094'POST WHICH IS SET 14 INCHES BELOW THE SURFACE OF THE GROUND.
 LC1094'THE MARK IS 92.6 FEET SOUTH OF THE CENTER OF STATE ROUTE
 LC1094'10, 84.4 FEET SOUTHEAST OF A POWER POLE, 55.6 FEET WEST-NORTHWEST
 LC1094'OF A LARGE TREE AND 54 FEET SOUTH OF A FENCE.
 LC1094'
 LC1094'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED HATTONS
 LC1094'NO 1 1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LC1094'PROJECTS ABOUT 12 INCHES.  THE MARK IS 60.2 FEET EAST OF
 LC1094'A POWER POLE, 39.6 FEET SOUTH OF THE CENTER OF STATE ROUTE
 LC1094'10 AND 1 FOOT SOUTH OF THE FENCE.
 LC1094'
 LC1094'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED HATTONS
 LC1094'NO 2 1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LC1094'PROJECTS ABOUT 10 INCHES.  THE MARK IS 39.6 FEET SOUTH OF
 LC1094'THE CENTER OF STATE ROUTE 10, 26.7 FEET WEST OF A POWER
 LC1094'POLE AND 1 FOOT SOUTH OF A FENCE.
 LC1094'
 LC1094'HATTONS 1934, A STANDARD STATION DISK STAMPED HATTONS 1934,
 LC1094'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS SET
 LC1094'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 106.9
 LC1094'FEET EAST-SOUTHEAST OF A POWER POLE, 59.6 FEET SOUTH OF
 LC1094'THE CENTER OF STATE ROUTE 10, 49 FEET NORTH-NORTHEAST OF
 LC1094'A LONE TREE AND 21.8 FEET SOUTH OF THE WITNESS POST.  A
 LC1094'TRAVERSE CONNECTION WAS MADE TO HATTONS NO 3 1934 AND THE
 LC1094'DISTANCE IS 75.23 FEET OR 22.929 METERS.
 LC1094'
 LC1094'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED HATTONS 1934
 LC1094'RESET 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1094'POST WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS 25 FEET
 LC1094'WEST OF THE CENTER OF ROAD, 14 FEET SOUTH OF THE CENTER
 LC1094'OF A FIELD ENTRANCE, 1.5 FEET NORTHEAST OF THE WITNESS POST
 LC1094'AND 1.4 FEET EAST OF THE FENCE POST.
 LC1094'
 LC1094'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.2
 LC1094'MILE TO CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.3 MILE
 LC1094'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 LC1094'
 LC1094'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 324.33
 LC1094'FEET.
 LC1094'
 LC1094'HEIGHT OF LIGHT ABOVE STATION MARK 30.52 METERS.
 LC1094
 LC1094                          STATION RECOVERY (1960)
 LC1094
 LC1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LC1094'4.1 MI E FROM LINCOLN.
 LC1094'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1094'OFFICE IN LINCOLN, THENCE 3.6 MILES EAST ALONG STATE HIGHWAY 10,
 LC1094'ABOUT 0.05 MILES WEST OF A DRIVE SOUTH TO A FARM HOUSE AND ABOUT
 LC1094'0.2 MILES EAST OF A NORTH-SOUTH ASPHALT ROAD CROSSING, 90 FEET
 LC1094'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTH OF THE
 LC1094'FENCE, 84 FEET SOUTHEAST OF THE THIRD POWER POLE WEST OF THE FARM
 LC1094'DRIVE, 56 FEET WEST-NORTHWEST OF A THIRTYSIX INCH COTTONWOOD TREE,
 LC1094'75.1 FEET SOUTHWEST OF TRIANGULATION STATION HATTONS, 87.3 FEET
 LC1094'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 LC1094'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 18 INCHES BELOW
 LC1094'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0261 ***********************************************************************
 LD0261  DESIGNATION -  HAVANA
 LD0261  PID         -  LD0261
 LD0261  STATE/COUNTY-  IL/MASON
 LD0261  USGS QUAD   -  HAVANA (1947)
 LD0261
 LD0261                         *CURRENT SURVEY CONTROL
 LD0261  ___________________________________________________________________
 LD0261* NAD 83(1997)-  40 17 31.72994(N)    090 03 39.70979(W)     ADJUSTED  
 LD0261* NAVD 88     -       157.021  (meters)     515.16   (feet)  ADJUSTED  
 LD0261  ___________________________________________________________________
 LD0261  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LD0261  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0261  DYNAMIC HT  -         156.943 (meters)     514.90  (feet)  COMP
 LD0261  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LD0261
 LD0261  HORZ ORDER  -  FIRST
 LD0261  VERT ORDER  -  FIRST     CLASS II
 LD0261
 LD0261.The horizontal coordinates were established by classical geodetic methods
 LD0261.and adjusted by the National Geodetic Survey in October 1999..
 LD0261
 LD0261.The orthometric height was determined by differential leveling
 LD0261.and adjusted by the National Geodetic Survey in June 1991..
 LD0261
 LD0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0261
 LD0261.The geoid height was determined by GEOID03.
 LD0261
 LD0261.The dynamic height is computed by dividing the NAVD 88
 LD0261.geopotential number by the normal gravity value computed on the
 LD0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0261.degrees latitude (g = 980.6199 gals.).
 LD0261
 LD0261.The modeled gravity was interpolated from observed gravity values.
 LD0261
 LD0261;                    North         East     Units Scale Factor Converg.
 LD0261;SPC IL W     -   402,430.522   708,981.592   MT  0.99994217   +0 04 05.9
 LD0261;SPC IL W     - 1,320,307.47  2,326,050.44   sFT  0.99994217   +0 04 05.9
 LD0261;UTM  15      - 4,464,328.879   749,815.296   MT  1.00036830   +1 54 05.7
 LD0261;UTM  16      - 4,464,680.569   239,807.801   MT  1.00043346   -1 58 50.3
 LD0261
 LD0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0261!SPC IL W     -   0.99998054  x   0.99994217  =   0.99992272
 LD0261!UTM  15      -   0.99998054  x   1.00036830  =   1.00034884
 LD0261!UTM  16      -   0.99998054  x   1.00043346  =   1.00041400
 LD0261
 LD0261|---------------------------------------------------------------------|
 LD0261| PID    Reference Object                     Distance      Geod. Az  |
 LD0261|                                                           dddmmss.s |
 LD0261| LD0260 HAVANA RM 1                          43.657 METERS 00240     |
 LD0261| LD0728 HAVANA MUNICIPAL STANDPIPE          APPROX. 0.9 KM 0101222.2 |
 LD0261| LC1955 KESTEN                              APPROX.17.3 KM 0882822.8 |
 LD0261| LD0262 HAVANA RM 2                          33.150 METERS 14921     |
 LD0261| LD0263 HAVANA AZ MK                                       1794341.6 |
 LD0261| LD0730 LEWISTON MUNICIPAL TANK             APPROX.13.6 KM 3235801.9 |
 LD0261| LD0729 LEWISTON FULTON CO CTHSE CUP        APPROX.14.1 KM 3252302.1 |
 LD0261| LD0731 LEWISTON FIRST PRESB CH SPIRE       APPROX.14.1 KM 3254023.6 |
 LD0261|---------------------------------------------------------------------|
 LD0261
 LD0261                          SUPERSEDED SURVEY CONTROL
 LD0261
 LD0261  NAD 83(1997)-  40 17 31.73807(N)    090 03 39.71164(W) AD(       ) 1
 LD0261  NAD 83(1986)-  40 17 31.73923(N)    090 03 39.70173(W) AD(       ) 1
 LD0261  NAD 27      -  40 17 31.58600(N)    090 03 39.28100(W) AD(       ) 1
 LD0261  NGVD 29 (??/??/92)  157.116  (m)          515.47   (f) ADJ UNCH    1 2
 LD0261
 LD0261.Superseded values are not recommended for survey control.
 LD0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0261.See file dsdata.txt to determine how the superseded data were derived.
 LD0261
 LD0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4981564329(NAD 83)
 LD0261_MARKER: DS = TRIANGULATION STATION DISK
 LD0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0261_STAMPING: HAVANA 1934
 LD0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0261+STABILITY: SURFACE MOTION
 LD0261
 LD0261  HISTORY     - Date     Condition        Report By
 LD0261  HISTORY     - 1934     MONUMENTED       CGS
 LD0261  HISTORY     - 1935     GOOD             CGS
 LD0261  HISTORY     - 1961     GOOD             NGS
 LD0261  HISTORY     - 1971     GOOD             BRADY
 LD0261  HISTORY     - 20020925 GOOD             ILDW
 LD0261
 LD0261                          STATION DESCRIPTION
 LD0261
 LD0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0261'STATION IS ON A HIGH SANDY RIDGE ON THE S SIDE OF THE CITY OF
 LD0261'HAVANA, ABOUT 0.3 MILE E OF THE HAVANA METAL WHEEL FACTORY,
 LD0261'ON LAND OWNED BY THE CITY.  THE MARK IS SET 196 FEET E OF
 LD0261'THE SE CORNER OF THE OAK GROVE SCHOOLHOUSE, 50 FEET W OF THE
 LD0261'W EDGE OF THE CONCRETE SIDEWALK ON THE E SIDE OF THE STREET,
 LD0261'32 FEET W OF THE CENTER LINE OF THE STREET, 38 FEET N OF
 LD0261'AN 18-INCH ELM TREE, ABOUT 50 YARDS S OF THE END OF THE
 LD0261'PAVEMENT OF BROADWAY, AND IS FLUSH WITH THE SURFACE.
 LD0261'
 LD0261'TO REACH FROM HAVANA, GO S ON BROADWAY TO THE STATION ABOUT
 LD0261'50 YARDS S OF THE END OF THE PAVEMENT.
 LD0261'
 LD0261'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0261'BRONZE DISKS SET IN CONCRETE.
 LD0261'
 LD0261'REFERENCE MARK NO. 1 IS N OF THE STATION, 12 FEET S OF A
 LD0261'24-INCH OAK TREE, 29 FEET W OF THE CENTER LINE OF THE STREET, AND
 LD0261'PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS SSE OF THE STATION
 LD0261'IN THE SW CORNER OF A YARD ON THE E SIDE OF BROADWAY, 0.5
 LD0261'FOOT E OF THE EDGE OF THE SIDEWALK, 7-1/2 FEET S OF A SMALL
 LD0261'ELM TREE, AND IS FLUSH WITH THE SURFACE.  DISTANCE BETWEEN
 LD0261'REFERENCE MARKS IS 241.55 FEET.
 LD0261'
 LD0261'AZIMUTH MARK IS S OF THE STATION, 55 FEET NE OF THE E RAIL
 LD0261'OF A R.R. SIDING, 175 FEET S OF THE CENTER LINE OF AN E-W ROAD,
 LD0261'1 FOOT W OF A N-S FENCE LINE AT THE N EDGE OF A GATE IN
 LD0261'THE N-S FENCE LINE, AND PROJECTS 6 INCHES.
 LD0261
 LD0261                          STATION RECOVERY (1935)
 LD0261
 LD0261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0261'STATION WAS FOUND AS ORIGINALLY DESCRIBED, AND MARKS FOUND
 LD0261'TO BE IN GOOD CONDITION.  STATION IS ON A HIGH SANDY RIDGE IN THE
 LD0261'S SIDE OF THE CITY OF HAVANA, ABOUT 0.3 MILE E OF THE HAVANA
 LD0261'WHEEL FACTORY, ON LAND OWNED BY THE CITY.  THE MARK IS SET
 LD0261'196 FEET E OF THE SW CORNER OF THE OAK GROVE SCHOOL, 50
 LD0261'FEET W OF THE W EDGE OF THE CONCRETE SIDEWALK ON THE E SIDE
 LD0261'OF THE STREET, 32 FEET W OF THE CENTER LINE OF THE STREET,
 LD0261'38 FEET N OF AN 18-INCH ELM TREE, AND ABOUT 50 YARDS S OF
 LD0261'THE END OF THE PAVEMENT ON BROADWAY.  THE STATION IS FLUSH
 LD0261'WITH THE SURFACE.
 LD0261'
 LD0261'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LD0261'BRONZE DISKS SET IN CONCRETE.
 LD0261'
 LD0261'REFERENCE MARK NO. 1 IS N OF THE STATION, 12 FEET S OF A
 LD0261'24-INCH OAK TREE, 29 FEET W OF THE CENTER LINE OF THE STREET,
 LD0261'AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS SSE OF THE
 LD0261'STATION IN THE SW CORNER OF A YARD ON THE E SIDE OF BROADWAY,
 LD0261'0.5 FOOT E OF THE E EDGE OF THE SIDEWALK, 7.5 FEET S OF A
 LD0261'SMALL ELM TREE, AND IS FLUSH WITH THE SURFACE.
 LD0261'
 LD0261'AZIMUTH MARK IS S OF THE STATION, 55 FEET NE OF THE E RAIL OF
 LD0261'A R.R. SIDING, 175 FEET S OF THE CENTER LINE OF AN E-W ROAD,
 LD0261'1 FOOT W OF N-S FENCE LINE AT THE N EDGE OF A GATE IN THE
 LD0261'N-S FENCE LINE, AND PROJECTS 6 INCHES.
 LD0261'
 LD0261'THE LINE TO REFERENCE MARK NO. 2 WAS OBSTRUCTED BY A LEG.  THE
 LD0261'DIRECTION WAS COMPUTED FROM THE DIRECTION TO THE AZIMUTH AND
 LD0261'THE OLD ANGLE BETWEEN THE REFERENCE MARKS.
 LD0261'
 LD0261'A 110-FOOT SIGNAL AT KESTEN WAS VISIBLE AT 50 FT. AT HAVANA,
 LD0261'1934.
 LD0261'
 LD0261'A 100-FOOT SIGNAL AT WOODING WAS VISIBLE AT 50 FT. AT HAVANA,
 LD0261'1934.
 LD0261'
 LD0261'A 100-FOOT SIGNAL AT HARRIS WAS VISIBLE AT 64 FT. AT HAVANA
 LD0261'1934.
 LD0261
 LD0261                          STATION RECOVERY (1961)
 LD0261
 LD0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LD0261'AT HAVANA.
 LD0261'AT HAVANA, ABOUT 0.55 MILE SOUTH ALONG BROADWAY FROM THE COUNTY
 LD0261'COURTHOUSE, AT THE OAK GROVE SCHOOL GROUND, 196 FEET EAST OF THE
 LD0261'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 30 FEET WEST OF THE
 LD0261'CENTER LINE OF BROADWAY, 143.2 FEET SOUTH OF RM NO. 1, 68 FEET
 LD0261'NORTHWEST AND ACROSS BROADWAY FROM A TELEPHONE POLE WITH A STREET
 LD0261'LIGHT, 50 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 2 FEET ABOVE
 LD0261'THE LEVEL OF BROADWAY AND SET IN THE TOP OF A CONCRETE POST
 LD0261'FLUSH WITH THE GROUND.
 LD0261
 LD0261                          STATION RECOVERY (1971)
 LD0261
 LD0261'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971 (JJ)
 LD0261'HAVANA 1934-GOOD
 LD0261'
 LD0261'FOUND ALL MARKS.
 LD0261'
 LD0261'BRUSH LINE INTERFERES WITH SIGHT TO AZIMUTH MARK, SO USED
 LD0261'HAVANA MUNICIPAL STANDPIPE FOR AZIMUTH.
 LD0261
 LD0261                          STATION RECOVERY (2002)
 LD0261
 LD0261'RECOVERY NOTE BY ILLINOIS DIVISION OF WATERWAYS 2002
 LD0261'THE TABLET IS LOCATED ABOUT 23.8 FEET EAST OF THE PARK DISTRICT
 LD0261'BUILDING AND APPROXIMATELY 1.5 FEET NORTH OF THE SIDEWALK ENTRANCE AT
 LD0261'THE  SE CORNER OF THE BUILDING.  STATION IS NW OF THE INTERSECTION OF
 LD0261'2ND AND  BROADWAY SSE OF THE WATER TOWER.  SOMETIMES HAS A VEHICLE
 LD0261'PARKED OVER IT. TABLET IS ABOUT 1 INCH BELOW GRADE IN CRUSHED
 LD0261'LIMESTONE PARKING AREA.
 LD0261' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0263 ***********************************************************************
 LD0263  DESIGNATION -  HAVANA AZ MK
 LD0263  PID         -  LD0263
 LD0263  STATE/COUNTY-  IL/MASON
 LD0263  USGS QUAD   -  HAVANA (1947)
 LD0263
 LD0263                         *CURRENT SURVEY CONTROL
 LD0263  ___________________________________________________________________
 LD0263* NAD 83(1986)-  40 17 21.     (N)    090 03 39.     (W)     SCALED    
 LD0263* NAVD 88     -       147.364  (meters)     483.48   (feet)  ADJUSTED  
 LD0263  ___________________________________________________________________
 LD0263  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0263  DYNAMIC HT  -         147.290 (meters)     483.23  (feet)  COMP
 LD0263  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LD0263
 LD0263  VERT ORDER  -  FIRST     CLASS II
 LD0263
 LD0263.The horizontal coordinates were scaled from a topographic map and have
 LD0263.an estimated accuracy of +/- 6 seconds.
 LD0263
 LD0263.The orthometric height was determined by differential leveling
 LD0263.and adjusted by the National Geodetic Survey in June 1991..
 LD0263
 LD0263.The geoid height was determined by GEOID03.
 LD0263
 LD0263.The dynamic height is computed by dividing the NAVD 88
 LD0263.geopotential number by the normal gravity value computed on the
 LD0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0263.degrees latitude (g = 980.6199 gals.).
 LD0263
 LD0263.The modeled gravity was interpolated from observed gravity values.
 LD0263
 LD0263;                    North         East    Units  Estimated Accuracy
 LD0263;SPC IL W     -   402,100.      709,000.      MT  (+/- 180 meters Scaled)
 LD0263
 LD0263                          SUPERSEDED SURVEY CONTROL
 LD0263
 LD0263  NGVD 29 (??/??/92)  147.458  (m)          483.79   (f) ADJ UNCH    1 2
 LD0263
 LD0263.Superseded values are not recommended for survey control.
 LD0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0263.See file dsdata.txt to determine how the superseded data were derived.
 LD0263
 LD0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE498639(NAD 83)
 LD0263_MARKER: DR = REFERENCE MARK DISK
 LD0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0263_STAMPING: HAVANA AZIMUTH 1934
 LD0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0263+STABILITY: SURFACE MOTION
 LD0263
 LD0263  HISTORY     - Date     Condition        Report By
 LD0263  HISTORY     - 1934     MONUMENTED       CGS
 LD0263  HISTORY     - 1961     GOOD             NGS
 LD0263
 LD0263                          STATION DESCRIPTION
 LD0263
 LD0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0263'0.8 MI S FROM HAVANA.
 LD0263'ABOUT 0.8 MILE SOUTH ALONG BROADWAY FROM THE COUNTY COURTHOUSE
 LD0263'AT HAVANA, 0.25 MILE SOUTH OF THE OAK GROVE SCHOOL, 21 FEET WEST
 LD0263'OF THE EXTENDED CENTER LINE OF BROADWAY, 55 FEET NORTHEAST OF THE
 LD0263'NORTHEAST RAIL OF THE ILLINOIS CENTRAL RAILROAD, 175 FEET SOUTH
 LD0263'OF THE CENTER LINE OF TINKHAM STREET, 16 1/2 FEET NORTH OF A
 LD0263'FENCE CORNER, 1 FOOT WEST OF A FENCE, 1 FOOT SOUTH OF A METAL
 LD0263'WITNESS POST, 4 FEET BELOW THE TOP OF RAIL AND SET IN THE TOP
 LD0263'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0728 ***********************************************************************
 LD0728  DESIGNATION -  HAVANA MUNICIPAL STANDPIPE
 LD0728  PID         -  LD0728
 LD0728  STATE/COUNTY-  IL/MASON
 LD0728  USGS QUAD   -  HAVANA (1947)
 LD0728
 LD0728                         *CURRENT SURVEY CONTROL
 LD0728  ___________________________________________________________________
 LD0728* NAD 83(1997)-  40 18 01.50508(N)    090 03 32.70831(W)     ADJUSTED  
 LD0728* NAVD 88     -                                                        
 LD0728  ___________________________________________________________________
 LD0728  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 LD0728  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0728
 LD0728  HORZ ORDER  -  THIRD
 LD0728
 LD0728.The horizontal coordinates were established by classical geodetic methods
 LD0728.and adjusted by the National Geodetic Survey in October 1999..
 LD0728
 LD0728
 LD0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0728
 LD0728.The geoid height was determined by GEOID03.
 LD0728
 LD0728;                    North         East     Units Scale Factor Converg.
 LD0728;SPC IL W     -   403,349.068   709,145.836   MT  0.99994221   +0 04 10.5
 LD0728;SPC IL W     - 1,323,321.07  2,326,589.30   sFT  0.99994221   +0 04 10.5
 LD0728;UTM  15      - 4,465,252.603   749,950.126   MT  1.00036912   +1 54 11.4
 LD0728;UTM  16      - 4,465,593.102   240,004.880   MT  1.00043219   -1 58 47.0
 LD0728
 LD0728                          SUPERSEDED SURVEY CONTROL
 LD0728
 LD0728  NAD 83(1997)-  40 18 01.51375(N)    090 03 32.71000(W) AD(       ) 4
 LD0728  NAD 83(1986)-  40 18 01.51422(N)    090 03 32.70034(W) AD(       ) 4
 LD0728  NAD 27      -  40 18 01.36300(N)    090 03 32.27800(W) AD(       ) 3
 LD0728
 LD0728.Superseded values are not recommended for survey control.
 LD0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0728.See file dsdata.txt to determine how the superseded data were derived.
 LD0728
 LD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4995065253(NAD 83)
 LD0728_MARKER: 52 = STANDPIPE TANK
 LD0728
 LD0728  HISTORY     - Date     Condition        Report By
 LD0728  HISTORY     - 1934     FIRST OBSERVED   CGS
 LD0728
 LD0728                          STATION DESCRIPTION
 LD0728
 LD0728'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0260 ***********************************************************************
 LD0260  DESIGNATION -  HAVANA RM 1
 LD0260  PID         -  LD0260
 LD0260  STATE/COUNTY-  IL/MASON
 LD0260  USGS QUAD   -  HAVANA (1947)
 LD0260
 LD0260                         *CURRENT SURVEY CONTROL
 LD0260  ___________________________________________________________________
 LD0260* NAD 83(1986)-  40 17 31.     (N)    090 03 39.     (W)     SCALED    
 LD0260* NAVD 88     -       156.796  (meters)     514.42   (feet)  ADJUSTED  
 LD0260  ___________________________________________________________________
 LD0260  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0260  DYNAMIC HT  -         156.719 (meters)     514.17  (feet)  COMP
 LD0260  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LD0260
 LD0260  VERT ORDER  -  FIRST     CLASS II
 LD0260
 LD0260.The horizontal coordinates were scaled from a topographic map and have
 LD0260.an estimated accuracy of +/- 6 seconds.
 LD0260
 LD0260.The orthometric height was determined by differential leveling
 LD0260.and adjusted by the National Geodetic Survey in June 1991..
 LD0260
 LD0260.The geoid height was determined by GEOID03.
 LD0260
 LD0260.The dynamic height is computed by dividing the NAVD 88
 LD0260.geopotential number by the normal gravity value computed on the
 LD0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0260.degrees latitude (g = 980.6199 gals.).
 LD0260
 LD0260.The modeled gravity was interpolated from observed gravity values.
 LD0260
 LD0260;                    North         East    Units  Estimated Accuracy
 LD0260;SPC IL W     -   402,410.      709,000.      MT  (+/- 180 meters Scaled)
 LD0260
 LD0260                          SUPERSEDED SURVEY CONTROL
 LD0260
 LD0260  NGVD 29 (??/??/92)  156.891  (m)          514.73   (f) ADJ UNCH    1 2
 LD0260
 LD0260.Superseded values are not recommended for survey control.
 LD0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0260.See file dsdata.txt to determine how the superseded data were derived.
 LD0260
 LD0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE498643(NAD 83)
 LD0260_MARKER: DR = REFERENCE MARK DISK
 LD0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0260_STAMPING: HAVANA NO 1 1934
 LD0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0260+STABILITY: SURFACE MOTION
 LD0260
 LD0260  HISTORY     - Date     Condition        Report By
 LD0260  HISTORY     - 1934     MONUMENTED       CGS
 LD0260  HISTORY     - 1961     GOOD             NGS
 LD0260
 LD0260                          STATION DESCRIPTION
 LD0260
 LD0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0260'AT HAVANA.
 LD0260'AT HAVANA, ABOUT 0.55 MILE SOUTH ALONG BROADWAY FROM THE COUNTY
 LD0260'COURTHOUSE, AT THE INTERSECTION OF BROADWAY AND FIRST STREET, AT
 LD0260'THE OAK GROVE SCHOOL GROUNDS, 198 FEET EAST OF THE NORTHEAST
 LD0260'CORNER OF THE SCHOOL BUILDING, 112 FEET SOUTH OF THE CENTER LINE
 LD0260'OF FIRST STREET, 34 FEET WEST OF THE CENTER LINE OF BROADWAY, 68
 LD0260'FEET WEST AND ACROSS BROADWAY FROM THE NORTHWEST CORNER OF HOUSE
 LD0260'NO. 709, 143.2 FEET NORTH OF THE STATION, 241.5 FEET NORTHWEST
 LD0260'AND ACROSS BROADWAY FROM RM NO. 2, 2 FEET ABOVE THE LEVEL OF
 LD0260'BROADWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LD0260'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0262 ***********************************************************************
 LD0262  DESIGNATION -  HAVANA RM 2
 LD0262  PID         -  LD0262
 LD0262  STATE/COUNTY-  IL/MASON
 LD0262  USGS QUAD   -  HAVANA (1947)
 LD0262
 LD0262                         *CURRENT SURVEY CONTROL
 LD0262  ___________________________________________________________________
 LD0262* NAD 83(1986)-  40 17 31.     (N)    090 03 39.     (W)     SCALED    
 LD0262* NAVD 88     -       157.685  (meters)     517.34   (feet)  ADJUSTED  
 LD0262  ___________________________________________________________________
 LD0262  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0262  DYNAMIC HT  -         157.607 (meters)     517.08  (feet)  COMP
 LD0262  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LD0262
 LD0262  VERT ORDER  -  FIRST     CLASS II
 LD0262
 LD0262.The horizontal coordinates were scaled from a topographic map and have
 LD0262.an estimated accuracy of +/- 6 seconds.
 LD0262
 LD0262.The orthometric height was determined by differential leveling
 LD0262.and adjusted by the National Geodetic Survey in June 1991..
 LD0262
 LD0262.The geoid height was determined by GEOID03.
 LD0262
 LD0262.The dynamic height is computed by dividing the NAVD 88
 LD0262.geopotential number by the normal gravity value computed on the
 LD0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0262.degrees latitude (g = 980.6199 gals.).
 LD0262
 LD0262.The modeled gravity was interpolated from observed gravity values.
 LD0262
 LD0262;                    North         East    Units  Estimated Accuracy
 LD0262;SPC IL W     -   402,410.      709,000.      MT  (+/- 180 meters Scaled)
 LD0262
 LD0262                          SUPERSEDED SURVEY CONTROL
 LD0262
 LD0262  NGVD 29 (??/??/92)  157.780  (m)          517.65   (f) ADJ UNCH    1 2
 LD0262
 LD0262.Superseded values are not recommended for survey control.
 LD0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0262.See file dsdata.txt to determine how the superseded data were derived.
 LD0262
 LD0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE498643(NAD 83)
 LD0262_MARKER: DR = REFERENCE MARK DISK
 LD0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0262_STAMPING: HAVANA NO 2 1934
 LD0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0262+STABILITY: SURFACE MOTION
 LD0262
 LD0262  HISTORY     - Date     Condition        Report By
 LD0262  HISTORY     - 1934     MONUMENTED       CGS
 LD0262  HISTORY     - 1961     GOOD             NGS
 LD0262
 LD0262                          STATION DESCRIPTION
 LD0262
 LD0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0262'AT HAVANA.
 LD0262'AT HAVANA, ABOUT 0.55 MILE SOUTH ALONG BROADWAY FROM THE COUNTY
 LD0262'COURTHOUSE, 108.7 FEET SOUTHEAST AND ACROSS BROADWAY FROM THE
 LD0262'STATION, 29 FEET EAST OF THE CENTER LINE OF BROADWAY, 47 FEET
 LD0262'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE-STORY FRAME WHITE
 LD0262'HOUSE NO. 725, 0.9 FOOT EAST OF THE EAST EDGE OF A SIDEWALK, 54.8
 LD0262'FEET NORTH OF A FIRE HYDRANT, 3 FEET ABOVE THE LEVEL OF BROADWAY,
 LD0262'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0137 ***********************************************************************
 LD0137  DESIGNATION -  HAW
 LD0137  PID         -  LD0137
 LD0137  STATE/COUNTY-  IL/KNOX
 LD0137  USGS QUAD   -  APPLETON (1982)
 LD0137
 LD0137                         *CURRENT SURVEY CONTROL
 LD0137  ___________________________________________________________________
 LD0137* NAD 83(1997)-  40 53 44.15875(N)    090 09 25.41862(W)     ADJUSTED  
 LD0137* NAVD 88     -       218.423  (meters)     716.61   (feet)  ADJUSTED  
 LD0137  ___________________________________________________________________
 LD0137  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LD0137  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0137  DYNAMIC HT  -         218.326 (meters)     716.29  (feet)  COMP
 LD0137  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 LD0137
 LD0137  HORZ ORDER  -  SECOND
 LD0137  VERT ORDER  -  SECOND    CLASS 0
 LD0137
 LD0137.The horizontal coordinates were established by classical geodetic methods
 LD0137.and adjusted by the National Geodetic Survey in October 1999..
 LD0137
 LD0137.The orthometric height was determined by differential leveling
 LD0137.and adjusted by the National Geodetic Survey in June 1991..
 LD0137
 LD0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0137
 LD0137.The geoid height was determined by GEOID03.
 LD0137
 LD0137.The dynamic height is computed by dividing the NAVD 88
 LD0137.geopotential number by the normal gravity value computed on the
 LD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0137.degrees latitude (g = 980.6199 gals.).
 LD0137
 LD0137.The modeled gravity was interpolated from observed gravity values.
 LD0137
 LD0137;                    North         East     Units Scale Factor Converg.
 LD0137;SPC IL W     -   469,432.292   700,809.424   MT  0.99994118   +0 00 22.6
 LD0137;SPC IL W     - 1,540,129.11  2,299,238.92   sFT  0.99994118   +0 00 22.6
 LD0137;UTM  15      - 4,531,059.260   739,486.629   MT  1.00030597   +1 51 43.6
 LD0137
 LD0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0137!SPC IL W     -   0.99997092  x   0.99994118  =   0.99991210
 LD0137!UTM  15      -   0.99997092  x   1.00030597  =   1.00027688
 LD0137
 LD0137|---------------------------------------------------------------------|
 LD0137| PID    Reference Object                     Distance      Geod. Az  |
 LD0137|                                                           dddmmss.s |
 LD0137| LD0139 HAW RM 1                             14.656 METERS 09052     |
 LD0137| LD0138 HAW RM 2                             12.490 METERS 17735     |
 LD0137| CL8707 HAW AZ MK                                          2691643.8 |
 LD0137|---------------------------------------------------------------------|
 LD0137
 LD0137                          SUPERSEDED SURVEY CONTROL
 LD0137
 LD0137  NAD 83(1997)-  40 53 44.16082(N)    090 09 25.41894(W) AD(       ) 2
 LD0137  NAD 83(1986)-  40 53 44.16552(N)    090 09 25.42559(W) AD(       ) 2
 LD0137  NAD 27      -  40 53 44.03080(N)    090 09 24.99070(W) AD(       ) 2
 LD0137  NGVD 29 (??/??/92)  218.491  (m)          716.83   (f) ADJ UNCH    2 0
 LD0137
 LD0137.Superseded values are not recommended for survey control.
 LD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0137.See file dsdata.txt to determine how the superseded data were derived.
 LD0137
 LD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3948731059(NAD 83)
 LD0137_MARKER: DS = TRIANGULATION STATION DISK
 LD0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0137_STAMPING: HAW 1959
 LD0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0137+STABILITY: SURFACE MOTION
 LD0137
 LD0137  HISTORY     - Date     Condition        Report By
 LD0137  HISTORY     - 1959     MONUMENTED       CGS
 LD0137  HISTORY     - 1959     GOOD             CGS
 LD0137  HISTORY     - 19971107 GOOD             USPSQD
 LD0137
 LD0137                          STATION DESCRIPTION
 LD0137
 LD0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0137'THE STATION IS LOCATED ABOUT 6 MILES EAST OF KNOXVILLE AND
 LD0137'2-3/4 MILES SOUTH OF APPLETON.
 LD0137'
 LD0137'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 150
 LD0137'AND STATE HIGHWAY 97 ABOUT 1-1/2 MILES EAST OF KNOXVILLE, GO
 LD0137'EAST ON U.S. HIGHWAY 150 FOR 5.1 MILES TO A CROSSROAD, AT
 LD0137'SIGN APPLETON, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 1 MILE
 LD0137'TO A CROSSROAD AND THE STATION ON THE LEFT.
 LD0137'
 LD0137'STATION MARK, A STANDARD DISK STAMPED HAW 1959, IS SET IN A 12
 LD0137'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  THE MARK
 LD0137'IS 52 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD,
 LD0137'22.6 FEET EAST OF A FENCE CORNER, 20 FEET NORTH OF THE APPROXIMATE
 LD0137'CENTER OF THE DIRT ROAD AND 2 FEET SOUTH OF A FENCE LINE.
 LD0137'
 LD0137'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED HAW NO. 1 1959,
 LD0137'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 LD0137'THE MARK IS 70 FEET EAST OF A FENCE CORNER, 18 FEET NORTH OF THE
 LD0137'APPROXIMATE CENTER OF THE DIRT ROAD AND 1 FOOT SOUTH OF A FENCE
 LD0137'LINE.
 LD0137'
 LD0137'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED HAW NO. 2 1959,
 LD0137'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 LD0137'THE MARK IS 54 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVEL
 LD0137'ROAD, 24.4 FEET EAST OF A FENCE CORNER, 22 FEET SOUTH OF THE
 LD0137'APPROXIMATE CENTER OF THE DIRT ROAD AND 1 FOOT NORTH OF A FENCE
 LD0137'LINE.
 LD0137'
 LD0137'AZIMUTH MARK, A STANDARD DISK STAMPED HAW 1959, IS SET IN
 LD0137'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LD0137'THE MARK IS 57 FEET WEST OF A TELEPHONE POLE, 18 FEET SOUTH OF THE
 LD0137'APPROXIMATE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF
 LD0137'THE RIGHT-OF-WAY FENCE LINE.
 LD0137'
 LD0137'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LD0137'GRAVEL ROAD FOR 0.5 MILE TO THE HOME OF MR. MILO STEVENS ON THE
 LD0137'RIGHT, CONTINUE STRAIGHT AHEAD FOR ABOUT 150 FEET TO THE AZIMUTH
 LD0137'MARK ON THE LEFT.
 LD0137
 LD0137                          STATION RECOVERY (1959)
 LD0137
 LD0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LD0137'7.2 MI E FROM KNOXVILLE.
 LD0137'ABOUT 6.35 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0137'AT KNOXVILLE, THENCE 0.9 MILES SOUTH ALONG A GRAVEL ROAD, 53
 LD0137'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 20 FEET NORTH
 LD0137'OF THE CENTER LINE OF A DIRT ROAD, 60 FEET NORTHEAST OF THE
 LD0137'CENTER LINE OF THE JUNCTION, 1.7 FEET SOUTH OF FENCE LINE, 23
 LD0137'FEET EAST OF A FENCE CORNER, ABOUT LEVEL WITH THE ROAD, SET IN
 LD0137'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LD0137
 LD0137                          STATION RECOVERY (1997)
 LD0137
 LD0137'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0139 ***********************************************************************
 LD0139  DESIGNATION -  HAW RM 1
 LD0139  PID         -  LD0139
 LD0139  STATE/COUNTY-  IL/KNOX
 LD0139  USGS QUAD   -  APPLETON (1982)
 LD0139
 LD0139                         *CURRENT SURVEY CONTROL
 LD0139  ___________________________________________________________________
 LD0139* NAD 83(1986)-  40 53 44.     (N)    090 09 24.     (W)     SCALED    
 LD0139* NAVD 88     -       218.436  (meters)     716.65   (feet)  ADJUSTED  
 LD0139  ___________________________________________________________________
 LD0139  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0139  DYNAMIC HT  -         218.339 (meters)     716.33  (feet)  COMP
 LD0139  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 LD0139
 LD0139  VERT ORDER  -  SECOND    CLASS 0
 LD0139
 LD0139.The horizontal coordinates were scaled from a topographic map and have
 LD0139.an estimated accuracy of +/- 6 seconds.
 LD0139
 LD0139.The orthometric height was determined by differential leveling
 LD0139.and adjusted by the National Geodetic Survey in June 1991..
 LD0139
 LD0139.The geoid height was determined by GEOID03.
 LD0139
 LD0139.The dynamic height is computed by dividing the NAVD 88
 LD0139.geopotential number by the normal gravity value computed on the
 LD0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0139.degrees latitude (g = 980.6199 gals.).
 LD0139
 LD0139.The modeled gravity was interpolated from observed gravity values.
 LD0139
 LD0139;                    North         East    Units  Estimated Accuracy
 LD0139;SPC IL W     -   469,430.      700,840.      MT  (+/- 180 meters Scaled)
 LD0139
 LD0139                          SUPERSEDED SURVEY CONTROL
 LD0139
 LD0139  NGVD 29 (??/??/92)  218.503  (m)          716.87   (f) ADJ UNCH    2 0
 LD0139
 LD0139.Superseded values are not recommended for survey control.
 LD0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0139.See file dsdata.txt to determine how the superseded data were derived.
 LD0139
 LD0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF395310(NAD 83)
 LD0139_MARKER: DR = REFERENCE MARK DISK
 LD0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0139_STAMPING: HAW NO 1 1959
 LD0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0139+STABILITY: SURFACE MOTION
 LD0139
 LD0139  HISTORY     - Date     Condition        Report By
 LD0139  HISTORY     - 1959     MONUMENTED       CGS
 LD0139  HISTORY     - 19971107 MARK NOT FOUND   USPSQD
 LD0139
 LD0139                          STATION DESCRIPTION
 LD0139
 LD0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0139'7.2 MI E FROM KNOXVILLE.
 LD0139'ABOUT 6.35 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0139'AT KNOXVILLE, THENCE 0.9 MILES SOUTH ALONG A GRAVEL ROAD, 101
 LD0139'FEET EAST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTH OF THE
 LD0139'CENTERLINE OF THE DIRT ROAD 104 FEET EAST-NORTHEAST OF THE
 LD0139'CENTER LINE OF THE JUNCTION, 2 FEET SOUTH OF FENCE LINE, 70 FEET
 LD0139'EAST OF A FENCE CORNER, 48.1 FEET EAST OF TRIANGULATION STATION
 LD0139'HAW, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 LD0139'PROJECTING 4 INCHES.
 LD0139
 LD0139                          STATION RECOVERY (1997)
 LD0139
 LD0139'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0138 ***********************************************************************
 LD0138  DESIGNATION -  HAW RM 2
 LD0138  PID         -  LD0138
 LD0138  STATE/COUNTY-  IL/KNOX
 LD0138  USGS QUAD   -  APPLETON (1982)
 LD0138
 LD0138                         *CURRENT SURVEY CONTROL
 LD0138  ___________________________________________________________________
 LD0138* NAD 83(1986)-  40 53 44.     (N)    090 09 24.     (W)     SCALED    
 LD0138* NAVD 88     -       218.432  (meters)     716.64   (feet)  ADJUSTED  
 LD0138  ___________________________________________________________________
 LD0138  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0138  DYNAMIC HT  -         218.335 (meters)     716.32  (feet)  COMP
 LD0138  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 LD0138
 LD0138  VERT ORDER  -  SECOND    CLASS 0
 LD0138
 LD0138.The horizontal coordinates were scaled from a topographic map and have
 LD0138.an estimated accuracy of +/- 6 seconds.
 LD0138
 LD0138.The orthometric height was determined by differential leveling
 LD0138.and adjusted by the National Geodetic Survey in June 1991..
 LD0138
 LD0138.The geoid height was determined by GEOID03.
 LD0138
 LD0138.The dynamic height is computed by dividing the NAVD 88
 LD0138.geopotential number by the normal gravity value computed on the
 LD0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0138.degrees latitude (g = 980.6199 gals.).
 LD0138
 LD0138.The modeled gravity was interpolated from observed gravity values.
 LD0138
 LD0138;                    North         East    Units  Estimated Accuracy
 LD0138;SPC IL W     -   469,430.      700,840.      MT  (+/- 180 meters Scaled)
 LD0138
 LD0138                          SUPERSEDED SURVEY CONTROL
 LD0138
 LD0138  NGVD 29 (??/??/92)  218.499  (m)          716.86   (f) ADJ UNCH    2 0
 LD0138
 LD0138.Superseded values are not recommended for survey control.
 LD0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0138.See file dsdata.txt to determine how the superseded data were derived.
 LD0138
 LD0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF395310(NAD 83)
 LD0138_MARKER: DR = REFERENCE MARK DISK
 LD0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0138_STAMPING: HAW NO 2 1959
 LD0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0138+STABILITY: SURFACE MOTION
 LD0138
 LD0138  HISTORY     - Date     Condition        Report By
 LD0138  HISTORY     - 1959     MONUMENTED       CGS
 LD0138  HISTORY     - 19971107 GOOD             USPSQD
 LD0138
 LD0138                          STATION DESCRIPTION
 LD0138
 LD0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0138'7.2 MI E FROM KNOXVILLE.
 LD0138'ABOUT 6.35 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0138'AT KNOXVILLE, THENCE 0.9 MILES SOUTH ALONG A GRAVEL ROAD, 21
 LD0138'FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 56 FEET EAST OF
 LD0138'THE CENTER LINE OF THE GRAVEL ROAD, 41 FEET SOUTH AND ACROSS THE
 LD0138'ROAD FROM TRIANGULATION STATION HAW, 58 FEET EAST-SOUTHEAST OF
 LD0138'THE CENTER LINE OF THE JUNCTION, 50 FEET SOUTHEAST AND ACROSS
 LD0138'THE ROAD FROM A FENCE CORNER, 1.5 FEET NORTH OF FENCE LINE, ABOUT
 LD0138'LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LD0138'5 INCHES.
 LD0138
 LD0138                          STATION RECOVERY (1997)
 LD0138
 LD0138'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0400 ***********************************************************************
 JB0400  DESIGNATION -  HAYES
 JB0400  PID         -  JB0400
 JB0400  STATE/COUNTY-  IL/JEFFERSON
 JB0400  USGS QUAD   -  MOUNT VERNON (1978)
 JB0400
 JB0400                         *CURRENT SURVEY CONTROL
 JB0400  ___________________________________________________________________
 JB0400* NAD 83(1997)-  38 21 14.58808(N)    088 56 30.59251(W)     ADJUSTED  
 JB0400* NAVD 88     -       172.970  (meters)     567.49   (feet)  ADJUSTED  
 JB0400  ___________________________________________________________________
 JB0400  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JB0400  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0400  DYNAMIC HT  -         172.860 (meters)     567.12  (feet)  COMP
 JB0400  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JB0400
 JB0400  HORZ ORDER  -  SECOND
 JB0400  VERT ORDER  -  SECOND    CLASS 0
 JB0400
 JB0400.The horizontal coordinates were established by classical geodetic methods
 JB0400.and adjusted by the National Geodetic Survey in October 1999..
 JB0400
 JB0400.The orthometric height was determined by differential leveling
 JB0400.and adjusted by the National Geodetic Survey in June 1991..
 JB0400
 JB0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0400
 JB0400.The geoid height was determined by GEOID03.
 JB0400
 JB0400.The dynamic height is computed by dividing the NAVD 88
 JB0400.geopotential number by the normal gravity value computed on the
 JB0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0400.degrees latitude (g = 980.6199 gals.).
 JB0400
 JB0400.The modeled gravity was interpolated from observed gravity values.
 JB0400
 JB0400;                    North         East     Units Scale Factor Converg.
 JB0400;SPC IL E     -   187,448.865   246,813.204   MT  1.00000982   -0 22 39.3
 JB0400;SPC IL E     -   614,988.48    809,752.99   sFT  1.00000982   -0 22 39.3
 JB0400;UTM  16      - 4,246,883.546   330,327.779   MT  0.99995455   -1 12 18.8
 JB0400
 JB0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0400!SPC IL E     -   0.99997761  x   1.00000982  =   0.99998743
 JB0400!UTM  16      -   0.99997761  x   0.99995455  =   0.99993216
 JB0400
 JB0400|---------------------------------------------------------------------|
 JB0400| PID    Reference Object                     Distance      Geod. Az  |
 JB0400|                                                           dddmmss.s |
 JB0400| JB0401 HAYES RM 1                           23.554 METERS 03342     |
 JB0400| JB1758 MT VERNON RADIO STA WMIX MAST       APPROX. 2.5 KM 0422251.7 |
 JB0400| JB1755 MT VERNON SE MUNICIPAL TANK         APPROX. 5.8 KM 1410255.5 |
 JB0400| JB1756 MT VERNON ILL PWR MICROWAV TWR      APPROX. 5.5 KM 1432002.7 |
 JB0400| JB1760 MT VERNON ILL CITIES WATER TK       APPROX. 4.4 KM 1480208.4 |
 JB0400| JB0399 HAYES RM 2                           27.665 METERS 15318     |
 JB0400| JB1761 MT VERNON TRI CO ELEC RAD MAST      APPROX. 4.3 KM 1770720.6 |
 JB0400| JB0398 HAYES AZ MK                                        1783605.6 |
 JB0400| JB1762 MT VERNON C I P S CO MICROWAVE      APPROX. 3.1 KM 2253854.0 |
 JB0400|---------------------------------------------------------------------|
 JB0400
 JB0400                          SUPERSEDED SURVEY CONTROL
 JB0400
 JB0400  NAD 83(1997)-  38 21 14.60152(N)    088 56 30.59073(W) AD(       ) 2
 JB0400  NAD 83(1986)-  38 21 14.60265(N)    088 56 30.59119(W) AD(       ) 2
 JB0400  NAD 27      -  38 21 14.42456(N)    088 56 30.35418(W) AD(       ) 2
 JB0400  NGVD 29 (??/??/92)  173.076  (m)          567.83   (f) ADJ UNCH    2 0
 JB0400
 JB0400.Superseded values are not recommended for survey control.
 JB0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0400.See file dsdata.txt to determine how the superseded data were derived.
 JB0400
 JB0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3032846884(NAD 83)
 JB0400_MARKER: DE = TRAVERSE STATION DISK
 JB0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0400_STAMPING: HAYES 1960
 JB0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0400+STABILITY: SURFACE MOTION
 JB0400
 JB0400  HISTORY     - Date     Condition        Report By
 JB0400  HISTORY     - 1960     MONUMENTED       CGS
 JB0400  HISTORY     - 1960     GOOD             CGS
 JB0400
 JB0400                          STATION DESCRIPTION
 JB0400
 JB0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0400'STATION IS LOCATED ABOUT 3.0 MILES NORTH-NORTHWEST OF MOUNT VERNON,
 JB0400'ABOUT 1.25 MILES WEST OF
 JB0400'STATE ROUTE 37 AND ON LAND OWNED BY MR TOM HAYES.
 JB0400'
 JB0400'TO REACH FROM THE NORTHWEST CORNER OF THE SQUARE IN THE BUSINESS
 JB0400'SECTION OF MOUNT VERNON,
 JB0400'GO WEST FOR 0.15 MILE TO 12TH STREET, TURN RIGHT AND GO
 JB0400'NORTH-NORTHWEST ON 12TH STREET
 JB0400'FOR 0.7 MILE TO OAKLAND AVENUE,
 JB0400'CONTINUE STRAIGHT AHEAD ON WILSHIRE DRIVE AND GO
 JB0400'NORTH-NORTHWEST ON
 JB0400'MAIN ROAD FOR 2.7 MILE TO A SIDE ROAD RIGHT AT TOP OF GRADE,
 JB0400'CONTINUE STRAIGHT
 JB0400'AHEAD FOR 0.1 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO WEST
 JB0400'FOR 0.15 MILE TO WHERE MAIN
 JB0400'ROAD TURNS LEFT, TURN LEFT AND GO SOUTH
 JB0400'FOR 0.3 MILE TO STATION ON RIGHT AS DESCRIBED.
 JB0400'
 JB0400'STATION MARK, A STANDARD TRAVERSE DISK STAMPED HAYES 1960, IS SET IN
 JB0400'TOP OF A 14 INCH SQUARE
 JB0400'CONCRETE POST WHICH IS SET 18 INCHES BELOW THE SURFACE
 JB0400'OF THE GROUND.  THE MARK IS 92.4
 JB0400'FEET NORTHWEST OF THE WITNESS POST,
 JB0400'66.7 FEET SOUTHWEST OF POWER POLE NO 15, 28 FEET
 JB0400'WEST OF CENTER OF
 JB0400'ROAD, 16.4 FEET SOUTHWEST OF FENCE CORNER AND 13.2 FEET SOUTH OF
 JB0400'FENCE.
 JB0400'
 JB0400'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED HAYES
 JB0400'NO 1 1960, IS SET IN
 JB0400'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB0400'ABOUT 5 INCHES.  THE MARK IS 55.6
 JB0400'FEET SOUTHEAST OF THE CENTER OF THE
 JB0400'EAST END OF DRIVEWAY LEADING TO FARM BUILDINGS, 13.6
 JB0400'FEET NORTH OF
 JB0400'POWER POLE NO 15 AND 13.4 FEET EAST OF CENTER OF ROAD.
 JB0400'
 JB0400'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED HAYES
 JB0400'NO 2 1960, IS SET IN
 JB0400'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB0400'ABOUT 5 INCHES.  THE MARK IS 131.6
 JB0400'FEET SOUTH OF POWER POLE NO 15, 14
 JB0400'FEET EAST OF THE CENTER OF ROAD AND 1.7 FEET
 JB0400'NORTH-NORTHWEST OF THE WITNESS POST.
 JB0400'
 JB0400'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED HAYES 1960, IS SET
 JB0400'IN TOP OF A 12 INCH
 JB0400'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  THE
 JB0400'MARK IS 45.6 FEET
 JB0400'SOUTH-SOUTHEAST OF POWER POLE, 36 FEET EAST OF THE
 JB0400'CENTER OF SURFACED ROAD, 17 FEET
 JB0400'SOUTH OF CENTER OF A TRACK ROAD AND
 JB0400'1.5 FEET EAST OF THE WITNESS POST.
 JB0400'
 JB0400'TO REACH THE AZIMUTH MARK FROM THE STAION, GO SOUTH ON SURFACED ROAD
 JB0400'FOR 0.4 MILE TO AZIMUTH
 JB0400'MARK ON LEFT IN SOUTHEAST ANGLE OF INTERSECTION AS DESCRIBED.
 JB0400'
 JB0400'HEIGHT OF LIGHT ABOVE STATION MARK 30.66 METERS.
 JB0400
 JB0400                          STATION RECOVERY (1960)
 JB0400
 JB0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0400'5 MI NW FROM MT VERNON.
 JB0400'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE COURT HOUSE
 JB0400'AT MT. VERNON, THENCE 2.75 MILES NORTH ALONG AN OILED ROAD, AT
 JB0400'A DRIVE WEST TO A FARM HOUSE, AT A FENCE CORNER WEST OF THE ROAD,
 JB0400'29 FEET WEST OF THE CENTER LINE OF THE ROAD, 117 FEET SOUTH OF
 JB0400'THE CENTER LINE OF THE DRIVE WEST, 13 FEET SOUTH OF A FENCE, 16
 JB0400'FEET SOUTHWEST OF A FENCE CORNER, 66 FEET SOUTHWEST OF POWER
 JB0400'POLE NUMBER B 28-67-15, 92.5 FEET NORTHWEST OF A METAL WITNESS
 JB0400'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0400'POST 18 INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1573 ***********************************************************************
 KB1573  DESIGNATION -  HAYES 2
 KB1573  PID         -  KB1573
 KB1573  STATE/COUNTY-  IL/DOUGLAS
 KB1573  USGS QUAD   -  TUSCOLA (1983)
 KB1573
 KB1573                         *CURRENT SURVEY CONTROL
 KB1573  ___________________________________________________________________
 KB1573* NAD 83(1986)-  39 51 50.     (N)    088 16 08.     (W)     SCALED    
 KB1573* NAVD 88     -       212.40   (meters)     696.8    (feet)  RESET     
 KB1573  ___________________________________________________________________
 KB1573  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB1573
 KB1573  VERT ORDER  -  THIRD
 KB1573
 KB1573.The horizontal coordinates were scaled from a topographic map and have
 KB1573.an estimated accuracy of +/- 6 seconds.
 KB1573
 KB1573.The orthometric height was computed from unverified reset data.
 KB1573.No vertical observational check was made to the station.
 KB1573
 KB1573.The geoid height was determined by GEOID03.
 KB1573
 KB1573;                    North         East    Units  Estimated Accuracy
 KB1573;SPC IL E     -   354,890.      305,510.      MT  (+/- 180 meters Scaled)
 KB1573
 KB1573                          SUPERSEDED SURVEY CONTROL
 KB1573
 KB1573  NGVD 29 (03/28/06)  212.46   (m)          697.0    (f) RESET       3  
 KB1573
 KB1573.Superseded values are not recommended for survey control.
 KB1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1573.See file dsdata.txt to determine how the superseded data were derived.
 KB1573
 KB1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK914134(NAD 83)
 KB1573_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1573_SP_SET: CONCRETE POST
 KB1573_STAMPING: HAYES 2 1981
 KB1573_MARK LOGO: NGS   
 KB1573_PROJECTION: FLUSH
 KB1573_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1573+STABILITY: SURFACE MOTION
 KB1573
 KB1573  HISTORY     - Date     Condition        Report By
 KB1573  HISTORY     - 1981     MONUMENTED       NGS
 KB1573  HISTORY     - 19810513 GOOD             NGS
 KB1573
 KB1573                          STATION DESCRIPTION
 KB1573
 KB1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KB1573'6.6 KM (4.10 MI) SE FROM PESOTUM.
 KB1573'0.45 MILES SOUTH ALONG U.S. HIGHWAY 45, FROM THE MAIN INTERSECTION AT
 KB1573'PESOTUM, THENCE EAST 0.1 MILE ON PAVED ROAD CROSSING RAILROAD TRACKS
 KB1573'TO A ROAD RIGHT, THENCE SOUTH ON PAVED ROAD 3.1 MILES TO A PAVED
 KB1573'CROSSROAD, THENCE EAST ON PAVED ROAD 0.45 MILE TO THE MARK ON THE
 KB1573'RIGHT, 38 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 2.5 FEET
 KB1573'NORTHWEST OF A POWERPOLE.
 KB1573
 KB1573                          STATION RECOVERY (1981)
 KB1573
 KB1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KB1573'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) S OF PESOTUM, ABOUT 6.4
 KB1573'KM (3.95 MI) N OF TUSCLA, ON ROAD RIGHT-OF-WAY, 11.6 METERS (38.1 FT)
 KB1573'S OF CENTERLINE OF PAVED ROAD, 0.8 METERS (2.6 FT) NW OF A POWER POLE
 KB1573'AND 0.3 METERS (1.0 FT) SE OF A METAL WITNESS POST.  THE MONUMENT IS
 KB1573'FLUSH AND THE DISK IS STAMPED---HAYES 2 1981---.  TO REACH THE STATION
 KB1573'FROM THE MAIN INTERSECTION OF PESOTUM, GO S ON U.S HWY 45 FOR 0.72 KM
 KB1573'(0.45 MI) TO A PAVED ROAD LEFT.  TURN LEFT AND GO E FOR 0.2 KM (0.10
 KB1573'MI) TO A ROAD RIGHT JUST AFTER CROSSING RAILRAOD TRACKS. TURN RIGHT
 KB1573'AND GO S ON THE PAVED ROAD FOR 5.0 KM (3.10 MI) TO A PAVED CROSS ROAD
 KB1573'ND THE AZ MK AS DESCRIBED.  TURN LEFT AND GO E ON THE PAVED ROAD FOR
 KB1573'0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT.  RM 4 IS A STANDARD
 KB1573'PRE-CAST MONUMENT STAMPED---HAYES 2 NO 4 1981---, PROJECTS 2 INCHES,
 KB1573'0.3 METERS (1.0 FT) W OF A METAL WITNESS POST, 11.9 METERS (39.0 FT) S
 KB1573'OF THE CENTERLINE OF THE ROAD AND 7.3 METERS (24.0 FT) E OF THE POWER
 KB1573'POLE.  RM 5 IS A STANDARD PRE-CAST ALUMINUM MONUMENT STAMPED---HAYES 2
 KB1573'NO 5 1981---PROJECTS 3 INCHES (2 INCHES). LOCATED 11.6 METERS (38.1
 KB1573'FT) S OF THE CENTERLINE OF THE ROAD, 0.3 METERS (1.0 FT) E OF A METAL
 KB1573'WITNESS POST AND 7.3 METERS (24.0 FT) W OF THE POWER POLE.  THE AZ MK
 KB1573'IS A STANDARD DISK STAMPED---HAYES 2 1981---SET IN THE TOP OF A ROUND
 KB1573'CONCRETE POST FLUSH WITH THE GROUND, 0.9 METERS (3.0 FT) NE OF A POWER
 KB1573'POLE, 0.3 METERS (1.0 FT) W OF A METAL WITNESS POST, 11.9 METERS (39.0
 KB1573'FT) S OF THE CENTERLINE OF PAVED ROAD AND 69.8 METERS (229.0 FT) E OF
 KB1573'THE CENTERLINE OF PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1576 ***********************************************************************
 KB1576  DESIGNATION -  HAYES 2 AZ MK
 KB1576  PID         -  KB1576
 KB1576  STATE/COUNTY-  IL/DOUGLAS
 KB1576  USGS QUAD   -  TUSCOLA (1983)
 KB1576
 KB1576                         *CURRENT SURVEY CONTROL
 KB1576  ___________________________________________________________________
 KB1576* NAD 83(1986)-  39 51 50.     (N)    088 16 22.     (W)     SCALED    
 KB1576* NAVD 88     -       211.88   (meters)     695.1    (feet)  RESET     
 KB1576  ___________________________________________________________________
 KB1576  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB1576
 KB1576  VERT ORDER  -  THIRD
 KB1576
 KB1576.The horizontal coordinates were scaled from a topographic map and have
 KB1576.an estimated accuracy of +/- 6 seconds.
 KB1576
 KB1576.The orthometric height was computed from unverified reset data.
 KB1576.No vertical observational check was made to the station.
 KB1576
 KB1576.The geoid height was determined by GEOID03.
 KB1576
 KB1576;                    North         East    Units  Estimated Accuracy
 KB1576;SPC IL E     -   354,890.      305,180.      MT  (+/- 180 meters Scaled)
 KB1576
 KB1576                          SUPERSEDED SURVEY CONTROL
 KB1576
 KB1576  NGVD 29 (03/28/06)  211.94   (m)          695.3    (f) RESET       3  
 KB1576
 KB1576.Superseded values are not recommended for survey control.
 KB1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1576.See file dsdata.txt to determine how the superseded data were derived.
 KB1576
 KB1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK911134(NAD 83)
 KB1576_MARKER: DZ = AZIMUTH MARK DISK
 KB1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1576_SP_SET: CONCRETE POST
 KB1576_STAMPING: HAYES 2 1981
 KB1576_MARK LOGO: NGS   
 KB1576_PROJECTION: FLUSH
 KB1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1576+STABILITY: SURFACE MOTION
 KB1576
 KB1576  HISTORY     - Date     Condition        Report By
 KB1576  HISTORY     - 1981     MONUMENTED       NGS
 KB1576
 KB1576                          STATION DESCRIPTION
 KB1576
 KB1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KB1576'6.0 KM (3.70 MI) SE FROM PESOTUM.
 KB1576'0.45 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE MAIN INTERSECTION AT
 KB1576'PESOTUM, THENCE EAST ON PAVED ROAD CROSSING RAILROAD TRACKS FOR 0.1
 KB1576'MILE TO A ROAD RIGHT, THENCE SOUTH ON PAVED ROAD FOR 3.1 MILES TO A
 KB1576'PAVED CROSSROAD AND THE MARK, 3 FEET NORTHEAST OF A POWERPOLE, 39
 KB1576'FEET SOUTH OF THE CENTERLINE OF ROAD AND 229 FEET EAST OF THE
 KB1576'CENTERLINE OF ROAD.
 KB1576'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1574 ***********************************************************************
 KB1574  DESIGNATION -  HAYES 2 RM 4
 KB1574  PID         -  KB1574
 KB1574  STATE/COUNTY-  IL/DOUGLAS
 KB1574  USGS QUAD   -  TUSCOLA (1983)
 KB1574
 KB1574                         *CURRENT SURVEY CONTROL
 KB1574  ___________________________________________________________________
 KB1574* NAD 83(1986)-  39 51 50.     (N)    088 16 08.     (W)     SCALED    
 KB1574* NAVD 88     -       212.27   (meters)     696.4    (feet)  RESET     
 KB1574  ___________________________________________________________________
 KB1574  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB1574
 KB1574  VERT ORDER  -  THIRD
 KB1574
 KB1574.The horizontal coordinates were scaled from a topographic map and have
 KB1574.an estimated accuracy of +/- 6 seconds.
 KB1574
 KB1574.The orthometric height was computed from unverified reset data.
 KB1574.No vertical observational check was made to the station.
 KB1574
 KB1574.The geoid height was determined by GEOID03.
 KB1574
 KB1574;                    North         East    Units  Estimated Accuracy
 KB1574;SPC IL E     -   354,890.      305,510.      MT  (+/- 180 meters Scaled)
 KB1574
 KB1574                          SUPERSEDED SURVEY CONTROL
 KB1574
 KB1574  NGVD 29 (03/28/06)  212.33   (m)          696.6    (f) RESET       3  
 KB1574
 KB1574.Superseded values are not recommended for survey control.
 KB1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1574.See file dsdata.txt to determine how the superseded data were derived.
 KB1574
 KB1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK914134(NAD 83)
 KB1574_MARKER: DR = REFERENCE MARK DISK
 KB1574_SETTING: 0 = UNSPECIFIED SETTING
 KB1574_STAMPING: HAYES 2 NO 4 1981
 KB1574_MARK LOGO: NGS   
 KB1574_PROJECTION: PROJECTING 5 CENTIMETERS
 KB1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1574_ROD/PIPE-DEPTH: 4.0  meters
 KB1574
 KB1574  HISTORY     - Date     Condition        Report By
 KB1574  HISTORY     - 1981     MONUMENTED       NGS
 KB1574
 KB1574                          STATION DESCRIPTION
 KB1574
 KB1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KB1574'6.6 KM (4.10 MI) SE FROM PESOTUM.
 KB1574'0.45 MILES SOUTH ALONG U.S. HIGHWAY 45, THENCE EAST ON PAVED ROAD 0.1
 KB1574'MILE CROSSING RAILROAD TRACKS TO A ROAD RIGHT, THENCE RIGHT 3.1 MILES
 KB1574'TO A CROSSROAD, THENCE EAST ON PAVED ROAD 0.45 MILE TO THE MARK ON
 KB1574'THE RIGHT, SET IN THE TOP OF A PRE-CAST ALUMINUM MONUMENT, 39 FEET
 KB1574'SOUTH OF THE CENTERLINE OF THE ROAD AND 24 FEET EAST OF A POWERPLLE.
 KB1574'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1575 ***********************************************************************
 KB1575  DESIGNATION -  HAYES 2 RM 5
 KB1575  PID         -  KB1575
 KB1575  STATE/COUNTY-  IL/DOUGLAS
 KB1575  USGS QUAD   -  TUSCOLA (1983)
 KB1575
 KB1575                         *CURRENT SURVEY CONTROL
 KB1575  ___________________________________________________________________
 KB1575* NAD 83(1986)-  39 51 50.     (N)    088 16 08.     (W)     SCALED    
 KB1575* NAVD 88     -       212.30   (meters)     696.5    (feet)  RESET     
 KB1575  ___________________________________________________________________
 KB1575  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB1575
 KB1575  VERT ORDER  -  THIRD
 KB1575
 KB1575.The horizontal coordinates were scaled from a topographic map and have
 KB1575.an estimated accuracy of +/- 6 seconds.
 KB1575
 KB1575.The orthometric height was computed from unverified reset data.
 KB1575.No vertical observational check was made to the station.
 KB1575
 KB1575.The geoid height was determined by GEOID03.
 KB1575
 KB1575;                    North         East    Units  Estimated Accuracy
 KB1575;SPC IL E     -   354,890.      305,510.      MT  (+/- 180 meters Scaled)
 KB1575
 KB1575                          SUPERSEDED SURVEY CONTROL
 KB1575
 KB1575  NGVD 29 (03/28/06)  212.36   (m)          696.7    (f) RESET       3  
 KB1575
 KB1575.Superseded values are not recommended for survey control.
 KB1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1575.See file dsdata.txt to determine how the superseded data were derived.
 KB1575
 KB1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK914134(NAD 83)
 KB1575_MARKER: DR = REFERENCE MARK DISK
 KB1575_SETTING: 0 = UNSPECIFIED SETTING
 KB1575_STAMPING: HAYES 2 NO 5 1981
 KB1575_MARK LOGO: NGS   
 KB1575_PROJECTION: PROJECTING 5 CENTIMETERS
 KB1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1575_ROD/PIPE-DEPTH: 4.0  meters
 KB1575
 KB1575  HISTORY     - Date     Condition        Report By
 KB1575  HISTORY     - 1981     MONUMENTED       NGS
 KB1575
 KB1575                          STATION DESCRIPTION
 KB1575
 KB1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KB1575'6.6 KM (4.10 MI) SE FROM PESOTUM.
 KB1575'0.45 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE MAIN INTERSECTION IN
 KB1575'PESOTUM, THENCE EAST ON PAVED ROAD 0.1 MILE CROSSING RAILROAD TRACKS
 KB1575'TO A PAVED ROAD RIGHT, THENCE RIGHT ON THE PAVED ROAD 3.1 MILES TO A
 KB1575'PAVED CROSSROAD, THENCE EAST ON PAVED ROAD 0.45 MILE TO THE MARK ON
 KB1575'THE RIGHT, SET IN TOP OF A PRE-CAST ALUMINUM MONUMENT, 38 FEET SOUTH
 KB1575'OF THE CENTERLINE OF THE ROAD AND 24 FEET WEST OF A POWERPOLE.
 KB1575'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0398 ***********************************************************************
 JB0398  DESIGNATION -  HAYES AZ MK
 JB0398  PID         -  JB0398
 JB0398  STATE/COUNTY-  IL/JEFFERSON
 JB0398  USGS QUAD   -  MOUNT VERNON (1978)
 JB0398
 JB0398                         *CURRENT SURVEY CONTROL
 JB0398  ___________________________________________________________________
 JB0398* NAD 83(1986)-  38 20 57.     (N)    088 56 27.     (W)     SCALED    
 JB0398* NAVD 88     -       169.486  (meters)     556.06   (feet)  ADJUSTED  
 JB0398  ___________________________________________________________________
 JB0398  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 JB0398  DYNAMIC HT  -         169.378 (meters)     555.70  (feet)  COMP
 JB0398  MODELED GRAV-     979,989.2   (mgal)                       NAVD 88
 JB0398
 JB0398  VERT ORDER  -  SECOND    CLASS 0
 JB0398
 JB0398.The horizontal coordinates were scaled from a topographic map and have
 JB0398.an estimated accuracy of +/- 6 seconds.
 JB0398
 JB0398.The orthometric height was determined by differential leveling
 JB0398.and adjusted by the National Geodetic Survey in June 1991..
 JB0398
 JB0398.The geoid height was determined by GEOID03.
 JB0398
 JB0398.The dynamic height is computed by dividing the NAVD 88
 JB0398.geopotential number by the normal gravity value computed on the
 JB0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0398.degrees latitude (g = 980.6199 gals.).
 JB0398
 JB0398.The modeled gravity was interpolated from observed gravity values.
 JB0398
 JB0398;                    North         East    Units  Estimated Accuracy
 JB0398;SPC IL E     -   186,910.      246,900.      MT  (+/- 180 meters Scaled)
 JB0398
 JB0398                          SUPERSEDED SURVEY CONTROL
 JB0398
 JB0398  NGVD 29 (??/??/92)  169.592  (m)          556.40   (f) ADJ UNCH    2 0
 JB0398
 JB0398.Superseded values are not recommended for survey control.
 JB0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0398.See file dsdata.txt to determine how the superseded data were derived.
 JB0398
 JB0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH304463(NAD 83)
 JB0398_MARKER: DZ = AZIMUTH MARK DISK
 JB0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0398_STAMPING: HAYES 1960
 JB0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0398+STABILITY: SURFACE MOTION
 JB0398
 JB0398  HISTORY     - Date     Condition        Report By
 JB0398  HISTORY     - 1960     MONUMENTED       CGS
 JB0398
 JB0398                          STATION DESCRIPTION
 JB0398
 JB0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0398'4.6 MI NW FROM MT VERNON.
 JB0398'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE COURT HOUSE
 JB0398'AT MT. VERNON, THENCE 2.4 MILES NORTH ALONG AN OILED ROAD, AT
 JB0398'THE JUNCTION OF A DIRT ROAD EAST, 36 FEET EAST OF THE CENTER LINE
 JB0398'OF THE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET
 JB0398'SOUTHEAST OF THE JUNCTION, 46 FEET SOUTH-SOUTHEAST OF A POWER
 JB0398'POLE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB0398'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0401 ***********************************************************************
 JB0401  DESIGNATION -  HAYES RM 1
 JB0401  PID         -  JB0401
 JB0401  STATE/COUNTY-  IL/JEFFERSON
 JB0401  USGS QUAD   -  MOUNT VERNON (1978)
 JB0401
 JB0401                         *CURRENT SURVEY CONTROL
 JB0401  ___________________________________________________________________
 JB0401* NAD 83(1986)-  38 21 14.     (N)    088 56 30.     (W)     SCALED    
 JB0401* NAVD 88     -       173.352  (meters)     568.74   (feet)  ADJUSTED  
 JB0401  ___________________________________________________________________
 JB0401  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0401  DYNAMIC HT  -         173.242 (meters)     568.38  (feet)  COMP
 JB0401  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JB0401
 JB0401  VERT ORDER  -  SECOND    CLASS 0
 JB0401
 JB0401.The horizontal coordinates were scaled from a topographic map and have
 JB0401.an estimated accuracy of +/- 6 seconds.
 JB0401
 JB0401.The orthometric height was determined by differential leveling
 JB0401.and adjusted by the National Geodetic Survey in June 1991..
 JB0401
 JB0401.The geoid height was determined by GEOID03.
 JB0401
 JB0401.The dynamic height is computed by dividing the NAVD 88
 JB0401.geopotential number by the normal gravity value computed on the
 JB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0401.degrees latitude (g = 980.6199 gals.).
 JB0401
 JB0401.The modeled gravity was interpolated from observed gravity values.
 JB0401
 JB0401;                    North         East    Units  Estimated Accuracy
 JB0401;SPC IL E     -   187,430.      246,830.      MT  (+/- 180 meters Scaled)
 JB0401
 JB0401                          SUPERSEDED SURVEY CONTROL
 JB0401
 JB0401  NGVD 29 (??/??/92)  173.458  (m)          569.09   (f) ADJ UNCH    2 0
 JB0401
 JB0401.Superseded values are not recommended for survey control.
 JB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0401.See file dsdata.txt to determine how the superseded data were derived.
 JB0401
 JB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH303468(NAD 83)
 JB0401_MARKER: DR = REFERENCE MARK DISK
 JB0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0401_STAMPING: HAYES NO 1 1960
 JB0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0401+STABILITY: SURFACE MOTION
 JB0401
 JB0401  HISTORY     - Date     Condition        Report By
 JB0401  HISTORY     - 1960     MONUMENTED       CGS
 JB0401
 JB0401                          STATION DESCRIPTION
 JB0401
 JB0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0401'5 MI NW FROM MT VERNON.
 JB0401'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE COURT HOUSE
 JB0401'AT MT. VERNON, THENCE 2.75 MILES NORTH ALONG AN OILED ROAD, AT
 JB0401'A DRIVE WEST TO A FARM HOUSE, AT A FENCE CORNER WEST OF THE ROAD,
 JB0401'14 FEET EAST OF THE CENTERLINE OF THE ROAD, 51 FEET SOUTH OF THE
 JB0401'EXTENDED CENTER LINE OF THE DRIVE WEST, 13 FEET NORTH OF POWER
 JB0401'POLE NUMBER B-28-67--15 WITH A TRANSFORMER, 61 FEET NORTHEAST
 JB0401'OF A FENCE CORNER, 77.5 FEET NORTHEAST OF TRAVERSE STATION HAYES,
 JB0401'147.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 JB0401'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0401'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0399 ***********************************************************************
 JB0399  DESIGNATION -  HAYES RM 2
 JB0399  PID         -  JB0399
 JB0399  STATE/COUNTY-  IL/JEFFERSON
 JB0399  USGS QUAD   -  MOUNT VERNON (1978)
 JB0399
 JB0399                         *CURRENT SURVEY CONTROL
 JB0399  ___________________________________________________________________
 JB0399* NAD 83(1986)-  38 21 14.     (N)    088 56 30.     (W)     SCALED    
 JB0399* NAVD 88     -       173.115  (meters)     567.96   (feet)  ADJUSTED  
 JB0399  ___________________________________________________________________
 JB0399  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0399  DYNAMIC HT  -         173.005 (meters)     567.60  (feet)  COMP
 JB0399  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JB0399
 JB0399  VERT ORDER  -  SECOND    CLASS 0
 JB0399
 JB0399.The horizontal coordinates were scaled from a topographic map and have
 JB0399.an estimated accuracy of +/- 6 seconds.
 JB0399
 JB0399.The orthometric height was determined by differential leveling
 JB0399.and adjusted by the National Geodetic Survey in June 1991..
 JB0399
 JB0399.The geoid height was determined by GEOID03.
 JB0399
 JB0399.The dynamic height is computed by dividing the NAVD 88
 JB0399.geopotential number by the normal gravity value computed on the
 JB0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0399.degrees latitude (g = 980.6199 gals.).
 JB0399
 JB0399.The modeled gravity was interpolated from observed gravity values.
 JB0399
 JB0399;                    North         East    Units  Estimated Accuracy
 JB0399;SPC IL E     -   187,430.      246,830.      MT  (+/- 180 meters Scaled)
 JB0399
 JB0399                          SUPERSEDED SURVEY CONTROL
 JB0399
 JB0399  NGVD 29 (??/??/92)  173.221  (m)          568.31   (f) ADJ UNCH    2 0
 JB0399
 JB0399.Superseded values are not recommended for survey control.
 JB0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0399.See file dsdata.txt to determine how the superseded data were derived.
 JB0399
 JB0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH303468(NAD 83)
 JB0399_MARKER: DR = REFERENCE MARK DISK
 JB0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0399_STAMPING: HAYES NO 2 1960
 JB0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0399+STABILITY: SURFACE MOTION
 JB0399
 JB0399  HISTORY     - Date     Condition        Report By
 JB0399  HISTORY     - 1960     MONUMENTED       CGS
 JB0399
 JB0399                          STATION DESCRIPTION
 JB0399
 JB0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0399'5 MI NW FROM MT VERNON.
 JB0399'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 460 FROM THE COURT HOUSE
 JB0399'AT MT. VERNON, THENCE 2.75 MILES NORTH ALONG AN OILED ROAD, AT A
 JB0399'DRIVE WEST TO A FARM HOUSE, AT A FENCE CORNER WEST OF THE ROAD,
 JB0399'13 FEET EAST OF THE CENTER LINE OF THE ROAD, 195 FEET SOUTH OF
 JB0399'THE EXTENDED CENTER LINE OF THE DRIVE WEST, 131 FEET SOUTH OF
 JB0399'POWER POLE NUMBER B-28-67-15, 98 FEET SOUTH-SOUTHEAST OF A FENCE
 JB0399'CORNER, 90.8 FEET SOUTHEAST OF TRAVERSE STATION HAYES, 1.7 FEET
 JB0399'NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0399'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0399'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0572 ***********************************************************************
 KC0572  DESIGNATION -  HEATON
 KC0572  PID         -  KC0572
 KC0572  STATE/COUNTY-  IL/SCOTT
 KC0572  USGS QUAD   -  MANCHESTER (1983)
 KC0572
 KC0572                         *CURRENT SURVEY CONTROL
 KC0572  ___________________________________________________________________
 KC0572* NAD 83(1997)-  39 32 58.57923(N)    090 20 10.66997(W)     ADJUSTED  
 KC0572* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 KC0572  ___________________________________________________________________
 KC0572  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 KC0572  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KC0572
 KC0572  HORZ ORDER  -  FIRST
 KC0572
 KC0572.The horizontal coordinates were established by classical geodetic methods
 KC0572.and adjusted by the National Geodetic Survey in October 1999..
 KC0572
 KC0572.The orthometric height was scaled from a topographic map.
 KC0572
 KC0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0572
 KC0572.The geoid height was determined by GEOID03.
 KC0572
 KC0572;                    North         East     Units Scale Factor Converg.
 KC0572;SPC IL W     -   319,997.023   685,420.727   MT  0.99994379   -0 06 28.8
 KC0572;SPC IL W     - 1,049,856.90  2,248,751.17   sFT  0.99994379   -0 06 28.8
 KC0572;UTM  15      - 4,381,158.760   728,875.419   MT  1.00024499   +1 41 48.6
 KC0572
 KC0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0572!SPC IL W     -   0.99997073  x   0.99994379  =   0.99991453
 KC0572!UTM  15      -   0.99997073  x   1.00024499  =   1.00021572
 KC0572
 KC0572:                Primary Azimuth Mark                     Grid Az
 KC0572:SPC IL W     -  JACKSONVILLE SCH FOR DEAF STK            019 22 17.1
 KC0572:UTM  15      -  JACKSONVILLE SCH FOR DEAF STK            017 33 59.7
 KC0572
 KC0572|---------------------------------------------------------------------|
 KC0572| PID    Reference Object                     Distance      Geod. Az  |
 KC0572|                                                           dddmmss.s |
 KC0572| KC0570 JACKSONVILLE SCH FOR DEAF STK       APPROX.21.7 KM 0191548.3 |
 KC0572| KC0564 JACKSONVILLE STATE ST PRESB CH      APPROX.22.3 KM 0230936.7 |
 KC0572| KC0568 JACKSONVILLE ILL PWR LT STACK       APPROX.22.0 KM 0244019.2 |
 KC0572| KC0562 JACKSONVILLE MUNICIPAL STACK        APPROX.22.6 KM 0252720.7 |
 KC0572| KC0563 JACKSONVILLE CH SAVIOR SPIRE        APPROX.22.7 KM 0252812.0 |
 KC0572| KC0567 JACKSONVILLE ST HOSP TANK           APPROX.20.7 KM 0255527.8 |
 KC0572| KC0566 JACKSONVILLE ST HOSPITAL STACK      APPROX.20.6 KM 0255631.0 |
 KC0572| CL9488 HEATON RM 1                          29.614 METERS 05104     |
 KC0572| KC0571 MURRAYVILLE CATHOLIC CH SPIRE       APPROX. 8.2 KM 0603300.8 |
 KC0572| KC0582 GREENFIELD MUNICIPAL TANK           APPROX.25.4 KM 1543823.2 |
 KC0572| CL9487 HEATON AZ MK                                       1655706.4 |
 KC0572| KC0573 HEATON 2                              5.600 METERS 18343     |
 KC0572| KC0593 CARROLLTON MUNICIPAL TANK           APPROX.28.3 KM 1930757.6 |
 KC0572| KC0592 ROADHOUSE TANK                      APPROX. 8.2 KM 2031021.0 |
 KC0572| CL9489 HEATON RM 2                          51.069 METERS 29248     |
 KC0572|---------------------------------------------------------------------|
 KC0572
 KC0572                          SUPERSEDED SURVEY CONTROL
 KC0572
 KC0572  NAD 83(1997)-  39 32 58.58535(N)    090 20 10.65977(W) AD(       ) 1
 KC0572  NAD 83(1986)-  39 32 58.58557(N)    090 20 10.66040(W) AD(       ) 1
 KC0572  NAD 27      -  39 32 58.42300(N)    090 20 10.22200(W) AD(       ) 1
 KC0572
 KC0572.Superseded values are not recommended for survey control.
 KC0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0572.See file dsdata.txt to determine how the superseded data were derived.
 KC0572
 KC0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD2887581159(NAD 83)
 KC0572_MARKER: DS = TRIANGULATION STATION DISK
 KC0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0572
 KC0572  HISTORY     - Date     Condition        Report By
 KC0572  HISTORY     - 1939     MONUMENTED       CGS
 KC0572  HISTORY     - 1959     GOOD             CGS
 KC0572
 KC0572                          STATION DESCRIPTION
 KC0572
 KC0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0572'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF MANCHESTER, IN
 KC0572'THE NORTHWEST QUARTER OF SECTION 28, T 13 N, R 11 W, AND
 KC0572'29 FEET SOUTH OF THE CENTER OF THE MANCHESTER-ALSEY ROAD.  THE
 KC0572'MARK PROJECTS 5 INCHES ABOVE GROUND AND IS
 KC0572'STAMPED HEATON 1939.  TO REACH THE STATION FROM THE RAILROAD
 KC0572'CROSSING, WHICH IS JUST NORTH OF THE RAILROAD STATION IN
 KC0572'MANCHESTER, DRIVE WEST AND NORTH ON A GRAVEL ROAD FOR 0.55 MILE TO
 KC0572'THE STATION AT THE WEST END OF A CURVE TO THE LEFT OR WEST.
 KC0572'
 KC0572'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0572'BRONZE DISKS IN CONCRETE.
 KC0572'
 KC0572'REFERENCE MARK NO. 1 IS 29.615 METERS, 97.16 FEET NORTHEAST
 KC0572'OF THE STATION, AT THE CURVE IN THE ROAD, 45 FEET NORTH OF THE
 KC0572'CENTER OF THE ROAD AND 19 FEET NORTHWEST OF A TELEPHONE POLE.
 KC0572'THE MARK PROJECTS 4 INCHES ABOVE GROUND AND IS
 KC0572'STAMPED HEATON NO 1 1939.  REFERENCE MARK NO. 2 IS 51.069
 KC0572'METERS, 167.55 FEET, WEST-NORTHWEST OF THE STATION, 30 FEET
 KC0572'NORTH OF THE CENTER LINE OF THE ROAD, AND 49 FEET WEST OF A
 KC0572'LONE TREE.  THE MARK PROJECTS 6 INCHES ABOVE THE
 KC0572'GROUND AND IS STAMPED HEATON NO 2 1939.
 KC0572'
 KC0572'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH-SOUTHEAST OF
 KC0572'THE STATION, 135 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 KC0572'OF A BARN, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 2
 KC0572'FEET NORTHEAST OF A RIGHT-OF-WAY MARKER.  THE MARK
 KC0572'PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED HEATON 1939.
 KC0572'
 KC0572'ALL MARKS ARE WITNESSED BY 4 IN BY 4 IN WHITE WOODEN POSTS
 KC0572'WHICH PROJECT APPROXIMATELY 2-1/2 FEET ABOVE THE GROUND.
 KC0572'
 KC0572'A 77-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT WALSH
 KC0572'
 KC0572'A 90-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT ATHEN
 KC0572'
 KC0572'A 77-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT RABE
 KC0572'
 KC0572'A 37-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT ROOD
 KC0572'
 KC0572'A 77-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT CLAY
 KC0572'
 KC0572'A 64-FOOT TOWER IS NEEDED TO SEE A 64-FOOT TOWER AT SAND
 KC0572'
 KC0572'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KC0572
 KC0572                          STATION RECOVERY (1959)
 KC0572
 KC0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KC0572'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KC0572'AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KC0572'FOUND TO BE IN GOOD CONDITION.  DISTANCE TO REFERENCE MARK NO.
 KC0572'1 AND REFERENCE MARK NO. 2 CHECKED, DIRECTION TO REFERENCE MARK
 KC0572'NO. 2 WAS ACCEPTED, BUT A DIFFERENCE WAS FOUND OF REFERENCE MARK
 KC0572'NO. 1.
 KC0572'
 KC0572'STATION HEATON 1939 WAS MOVED DUE TO COUNTY ROAD CONSTRUCTION
 KC0572'AND HEATON 2 1959 WAS ESTABLISHED.  STATION MARK, R.M. NO. 1 AND
 KC0572'R.M. NO. 2 HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2247 ***********************************************************************
 LB2247  DESIGNATION -  HEATON
 LB2247  PID         -  LB2247
 LB2247  STATE/COUNTY-  IL/VERMILION
 LB2247  USGS QUAD   -  BISMARCK (1991)
 LB2247
 LB2247                         *CURRENT SURVEY CONTROL
 LB2247  ___________________________________________________________________
 LB2247* NAD 83(1997)-  40 22 19.16389(N)    087 35 21.32684(W)     ADJUSTED  
 LB2247* NAVD 88     -       209.94   (+/-2cm)     688.8    (feet)  VERTCON   
 LB2247  ___________________________________________________________________
 LB2247  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LB2247  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LB2247
 LB2247  HORZ ORDER  -  THIRD
 LB2247  VERT ORDER  -  THIRD ? (See Below)
 LB2247
 LB2247.The horizontal coordinates were established by classical geodetic methods
 LB2247.and adjusted by the National Geodetic Survey in October 1999..
 LB2247
 LB2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2247.The vertical order pertains to the NGVD 29 superseded value.
 LB2247
 LB2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2247
 LB2247.The geoid height was determined by GEOID03.
 LB2247
 LB2247;                    North         East     Units Scale Factor Converg.
 LB2247;SPC IL E     -   411,570.175   363,192.089   MT  1.00002414   +0 28 55.2
 LB2247;SPC IL E     - 1,350,293.15  1,191,572.71   sFT  1.00002414   +0 28 55.2
 LB2247;SPC IN W     -   568,944.237   857,033.876   MT  0.99998938   -0 19 39.8
 LB2247;SPC IN W     - 1,866,611.22  2,811,785.31   sFT  0.99998938   -0 19 39.8
 LB2247;UTM  16      - 4,469,212.427   449,975.019   MT  0.99963080   -0 22 54.1
 LB2247
 LB2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2247!SPC IL E     -   0.99997223  x   1.00002414  =   0.99999637
 LB2247!SPC IN W     -   0.99997223  x   0.99998938  =   0.99996161
 LB2247!UTM  16      -   0.99997223  x   0.99963080  =   0.99960304
 LB2247
 LB2247|---------------------------------------------------------------------|
 LB2247| PID    Reference Object                     Distance      Geod. Az  |
 LB2247|                                                           dddmmss.s |
 LB2247| CM3643 HEATON RM 1                          29.570 METERS 01236     |
 LB2247| CM3644 HEATON RM 2                          33.555 METERS 09534     |
 LB2247| CM3642 HEATON AZ MK                                       2822744.7 |
 LB2247|---------------------------------------------------------------------|
 LB2247
 LB2247                          SUPERSEDED SURVEY CONTROL
 LB2247
 LB2247  NAD 83(1997)-  40 22 19.16389(N)    087 35 21.32696(W) AD(       ) 3
 LB2247  NAD 83(1986)-  40 22 19.17279(N)    087 35 21.33522(W) AD(       ) 3
 LB2247  NAD 27      -  40 22 19.04060(N)    087 35 21.26650(W) AD(       ) 3
 LB2247  NGVD 29 (07/19/86)  209.98   (m)          688.9    (f) LEVELING    3  
 LB2247
 LB2247.Superseded values are not recommended for survey control.
 LB2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2247.See file dsdata.txt to determine how the superseded data were derived.
 LB2247
 LB2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4997569212(NAD 83)
 LB2247_MARKER: DS = TRIANGULATION STATION DISK
 LB2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2247
 LB2247  HISTORY     - Date     Condition        Report By
 LB2247  HISTORY     - 1955     MONUMENTED       CGS
 LB2247  HISTORY     - 1959     GOOD             CGS
 LB2247
 LB2247                          STATION DESCRIPTION
 LB2247
 LB2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2247'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF HOOPESTON AND 4 MILES
 LB2247'EAST OF ROSSVILLE, ON ROAD RIGHT-OF-WAY.  IT IS 96 FEET NORTHWEST OF
 LB2247'THE INTERSECTION OF A PAVED EAST-WEST ROAD AND A PAVED SIDE ROAD
 LB2247'NORTH, 73 FEET WEST OF THE CENTER OF THE PAVED NORTH-SOUTH ROAD,
 LB2247'40 FEET NORTH OF THE CENTER OF THE EAST-WEST PAVED ROAD, 44 FEET
 LB2247'EAST OF A POWER LINE POLE AND 4 FEET WEST OF A WHITE WITNESS
 LB2247'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 LB2247'HEATON 1955.
 LB2247'
 LB2247'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF A POWER LINE POLE AND 45
 LB2247'FEET WEST OF THE CENTER OF THE NORTH-SOUTH PAVED ROAD.  THE MARK
 LB2247'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HEATON NO 1 1955.
 LB2247'
 LB2247'REFERENCE MARK NO. 2 IS 60 FEET NORTH OF THE CENTER OF THE EAST-WEST
 LB2247'PAVED ROAD, 38 FEET EAST OF THE CENTER OF THE NORTH-SOUTH PAVED ROAD
 LB2247'AND 15 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4
 LB2247'INCHES AND THE DISK IS STAMPED HEATON NO 2 1955.
 LB2247'
 LB2247'AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 2 FEET
 LB2247'NORTHWEST OF A WHITE WITNESS POST, 1 FOOT NORTHEAST OF A TELEPHONE
 LB2247'POLE AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES
 LB2247'AND THE DISK IS STAMPED HEATON 1955.
 LB2247'
 LB2247'TO REACH THE STATION FROM THE INTERSECTION OF CHICAGO STREET (STATE
 LB2247'HIGHWAY 1) AND ATTICA ST. IN ROSSVILLE, GO EAST ON ATTICA STREET AND
 LB2247'PAVED ROAD FOR 3.9 MILES TO THE AZIMUTH MARK ON THE RIGHT, SOUTH
 LB2247'SIDE SIDE OF ROAD.  CONTINUE EAST ON PAVED ROAD FOR 0.25 MILE TO
 LB2247'PAVED SIDE ROAD LEFT AND THE STATION IN THE NORTHWEST ANGLE OF
 LB2247'THE INTERSECTION.
 LB2247'
 LB2247'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2247
 LB2247                          STATION RECOVERY (1959)
 LB2247
 LB2247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RS)
 LB2247'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED AS DESCRIBED
 LB2247'AND ARE IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0573 ***********************************************************************
 KC0573  DESIGNATION -  HEATON 2
 KC0573  PID         -  KC0573
 KC0573  STATE/COUNTY-  IL/SCOTT
 KC0573  USGS QUAD   -  MANCHESTER (1983)
 KC0573
 KC0573                         *CURRENT SURVEY CONTROL
 KC0573  ___________________________________________________________________
 KC0573* NAD 83(1997)-  39 32 58.39803(N)    090 20 10.68519(W)     ADJUSTED  
 KC0573* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 KC0573  ___________________________________________________________________
 KC0573  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 KC0573  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KC0573
 KC0573  HORZ ORDER  -  SECOND
 KC0573
 KC0573.The horizontal coordinates were established by classical geodetic methods
 KC0573.and adjusted by the National Geodetic Survey in October 1999..
 KC0573.No horizontal observational check was made to the station.
 KC0573
 KC0573.The orthometric height was scaled from a topographic map.
 KC0573
 KC0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0573
 KC0573.The geoid height was determined by GEOID03.
 KC0573
 KC0573;                    North         East     Units Scale Factor Converg.
 KC0573;SPC IL W     -   319,991.436   685,420.353   MT  0.99994379   -0 06 28.9
 KC0573;SPC IL W     - 1,049,838.57  2,248,749.94   sFT  0.99994379   -0 06 28.9
 KC0573;UTM  15      - 4,381,153.162   728,875.221   MT  1.00024499   +1 41 48.6
 KC0573
 KC0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0573!SPC IL W     -   0.99997120  x   0.99994379  =   0.99991500
 KC0573!UTM  15      -   0.99997120  x   1.00024499  =   1.00021619
 KC0573
 KC0573|---------------------------------------------------------------------|
 KC0573| PID    Reference Object                     Distance      Geod. Az  |
 KC0573|                                                           dddmmss.s |
 KC0573| KC0572 HEATON                                5.600 METERS 00343     |
 KC0573| CL9490 HEATON 2 RM 3                         8.306 METERS 06326     |
 KC0573| CL9487 HEATON AZ MK                                       1654732.0 |
 KC0573| CL9491 HEATON 2 RM 4                         7.761 METERS 30246     |
 KC0573|---------------------------------------------------------------------|
 KC0573
 KC0573                          SUPERSEDED SURVEY CONTROL
 KC0573
 KC0573  NAD 83(1997)-  39 32 58.40415(N)    090 20 10.67500(W) AD(       ) 2
 KC0573  NAD 83(1986)-  39 32 58.40437(N)    090 20 10.67562(W) AD(       ) 2
 KC0573  NAD 27      -  39 32 58.24180(N)    090 20 10.23720(W) AD(       ) 2
 KC0573
 KC0573.Superseded values are not recommended for survey control.
 KC0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0573.See file dsdata.txt to determine how the superseded data were derived.
 KC0573
 KC0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD2887581153(NAD 83)
 KC0573_MARKER: DS = TRIANGULATION STATION DISK
 KC0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0573
 KC0573  HISTORY     - Date     Condition        Report By
 KC0573  HISTORY     - 1959     MONUMENTED       CGS
 KC0573  HISTORY     - 1970     GOOD             LOCENG
 KC0573  HISTORY     - 1973     GOOD             NGS
 KC0573
 KC0573                          STATION DESCRIPTION
 KC0573
 KC0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KC0573'STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF MANCHESTER.
 KC0573'
 KC0573'TO REACH FROM THE POST OFFICE IN MANCHESTER, GO WEST FOR 0.05
 KC0573'MILE TO U.S. HIGHWAY NO. 67.  CONTINUE WEST CROSSING U.S.
 KC0573'HIGHWAY NO. 67 AND GO 0.15 MILE TO RAILROAD CROSSING, CONTINUE
 KC0573'WEST THEN NORTH FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT, CONTINUE
 KC0573'NORTH ON GRAVEL ROAD FOR 0.35 MILE, THEN WEST FOR 0.05 MILE TO
 KC0573'STATION ON LEFT AS DESCRIBED.
 KC0573'
 KC0573'STATION MARK, A STANDARD DISK STAMPED HEATON 2 1959, IS SET
 KC0573'IN A 12 INCH SQUARE CONCRETE POST WHICH IS SET 18 INCHES BELOW
 KC0573'THE SURFACE OF THE GROUND.  THE MARK IS 49 FEET SOUTH OF
 KC0573'CENTER OF ROAD AND 27.9 FEET SOUTHEAST OF WITNESS POST.
 KC0573'
 KC0573'REFERENCE MARK NUMBER 3, A STANDARD DISK STAMPED HEATON 2 NO. 3
 KC0573'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 KC0573'WITH THE SURFACE OF THE GROUND.  THE MARK IS 37 FEET SOUTH OF
 KC0573'CENTER OF ROAD AND ABOUT 1.5 FEET SOUTH OF PROPOSED FENCE LINE.
 KC0573'
 KC0573'REFERENCE MARK NUMBER 4, A STANDARD DISK STAMPED HEATON 2 NO.
 KC0573'4 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 KC0573'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 36 FEET SOUTH
 KC0573'OF CENTER OF ROAD AND ABOUT 0.5 FEET SOUTH OF PROPOSED FENCE LINE.
 KC0573'
 KC0573'AZIMUTH MARK, A STANDARD DISK STAMPED HEATON 1935, IS SET
 KC0573'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KC0573'THE MARK IS 35 FEET EAST OF CENTER OF ROAD AND 2 FEET NORTHEAST
 KC0573'OF A RIGHT-OF-WAY MARKER.
 KC0573'
 KC0573'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KC0573
 KC0573                          STATION RECOVERY (1970)
 KC0573
 KC0573'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (RJZ)
 KC0573'HEATON 2 RECOVERED GOOD.
 KC0573'
 KC0573'HEATON 1935 RECOVERED GOOD (AZ MK).
 KC0573'
 KC0573'REFERENCE MARKS NO. 3 AND 4 WERE NOT RECOVERED, IN TIES THEY WERE
 KC0573'DESCRIBED AS BEING 36 AND 37 FEET SOUTH OF CENTERLINE OF ROAD.
 KC0573'THESE DISTANCES FALL IN A CULTIVATED FIELD, I ASSUME THE MARKS HAVE
 KC0573'BEEN DESTROYED.
 KC0573
 KC0573                          STATION RECOVERY (1973)
 KC0573
 KC0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KC0573'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE FOUND
 KC0573'IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND TO HAVE BEEN HIT BUT
 KC0573'SOLID AND LEFT AS FOUND.  THE DISTANCE AND DIRECTION TO REFERENCE
 KC0573'MARK 4 CHECKED.  THE DISTANCE TO REFERENCE MARK 3 FOUND IN ERROR
 KC0573'BY 0.04 OF A FOOT AND IN DIRECTION BY 7 MINUTES WHICH IS THOUGHT
 KC0573'DUE TO THE MARK HAVING BEEN DISTURBED.  A NEW DESCRIPTION FOLLOWS--
 KC0573'
 KC0573'THE STATION IS 49 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 26 FEET
 KC0573'SOUTHEAST OF A METAL WITNESS POST, AT THE NORTH EDGE OF A CULTIVATED
 KC0573'FIELD.  THE MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS
 KC0573'STAMPED HEATON 2 1959.
 KC0573'
 KC0573'TO REACH THE STATION FROM THE POST OFFICE AT MANCHESTER, GO WEST FOR
 KC0573'0.05 MILE TO THE INTERSECTION WITH STATE HIGHWAY 267.  CONTINUE WEST
 KC0573'CROSSING THE HIGHWAY FOR 0.15 MILE TO RAILROAD CROSSING.  CONTINUE
 KC0573'WEST AND NORTH ON GRADED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 KC0573'THE RIGHT.  CONTINUE NORTH ON THE GRADED ROAD FOR 0.35 MILE TO A
 KC0573'PAVED T-ROAD.  TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.05
 KC0573'MILE TO THE STATION ON THE LEFT.
 KC0573'
 KC0573'REFERENCE MARK 3 IS 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 47
 KC0573'FEET EAST OF A METAL WITNESS POST.  THE MONUMENT IS ABOUT 3 INCHES
 KC0573'UNDERGROUND AND THE DISK IS STAMPED HEATON 2 NO 3 1959.
 KC0573'
 KC0573'REFERENCE MARK 4 IS 1 FOOT EAST OF METAL WITNESS POST AND 37 FEET
 KC0573'SOUTH OF THE CENTERLINE OF THE ROAD.  THE MONUMENT IS ABOUT 3 INCHES
 KC0573'UNDERGROUND AND THE DISK IS STAMPED HEATON 2 NO 4 1959.
 KC0573'
 KC0573'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTERLINE OF THE ROAD, 1
 KC0573'FOOT EAST OF A FENCE, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND 2
 KC0573'FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST.  THE MONUMENT
 KC0573'PROJECTS 4 INCHES AND THE DISK IS STAMPED HEATON 1935.
 KC0573'
 KC0573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 KC0573'NORTH OF MANCHESTER.
 KC0573'
 KC0573'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0460 ***********************************************************************
 JB0460  DESIGNATION -  HEBRON
 JB0460  PID         -  JB0460
 JB0460  STATE/COUNTY-  IL/JEFFERSON
 JB0460  USGS QUAD   -  OPDYKE (1978)
 JB0460
 JB0460                         *CURRENT SURVEY CONTROL
 JB0460  ___________________________________________________________________
 JB0460* NAD 83(1997)-  38 16 12.38408(N)    088 51 22.54498(W)     ADJUSTED  
 JB0460* NAVD 88     -       144.142  (meters)     472.91   (feet)  ADJUSTED  
 JB0460  ___________________________________________________________________
 JB0460  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JB0460  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JB0460  DYNAMIC HT  -         144.049 (meters)     472.60  (feet)  COMP
 JB0460  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 JB0460
 JB0460  HORZ ORDER  -  SECOND
 JB0460  VERT ORDER  -  SECOND    CLASS 0
 JB0460
 JB0460.The horizontal coordinates were established by classical geodetic methods
 JB0460.and adjusted by the National Geodetic Survey in October 1999..
 JB0460
 JB0460.The orthometric height was determined by differential leveling
 JB0460.and adjusted by the National Geodetic Survey in June 1991..
 JB0460
 JB0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0460
 JB0460.The geoid height was determined by GEOID03.
 JB0460
 JB0460.The dynamic height is computed by dividing the NAVD 88
 JB0460.geopotential number by the normal gravity value computed on the
 JB0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0460.degrees latitude (g = 980.6199 gals.).
 JB0460
 JB0460.The modeled gravity was interpolated from observed gravity values.
 JB0460
 JB0460;                    North         East     Units Scale Factor Converg.
 JB0460;SPC IL E     -   178,085.025   254,239.815   MT  1.00000078   -0 19 26.0
 JB0460;SPC IL E     -   584,267.29    834,118.46   sFT  1.00000078   -0 19 26.0
 JB0460;UTM  16      - 4,237,414.130   337,618.010   MT  0.99992474   -1 08 59.9
 JB0460
 JB0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0460!SPC IL E     -   0.99998211  x   1.00000078  =   0.99998289
 JB0460!UTM  16      -   0.99998211  x   0.99992474  =   0.99990686
 JB0460
 JB0460:                Primary Azimuth Mark                     Grid Az
 JB0460:SPC IL E     -  HEBRON AZ MK 2                           091 58 37.6
 JB0460:UTM  16      -  HEBRON AZ MK 2                           092 48 11.5
 JB0460
 JB0460|---------------------------------------------------------------------|
 JB0460| PID    Reference Object                     Distance      Geod. Az  |
 JB0460|                                                           dddmmss.s |
 JB0460| CI3795 HEBRON AZ MK 2                                     0913911.6 |
 JB0460| JB0461 HEBRON RM 1                          29.459 METERS 09752     |
 JB0460| JB0459 HEBRON RM 2                          44.348 METERS 27848     |
 JB0460| JB0458 HEBRON AZ MK                                       3080335.1 |
 JB0460| JB1756 MT VERNON ILL PWR MICROWAV TWR      APPROX. 6.4 KM 3192502.1 |
 JB0460| JB1755 MT VERNON SE MUNICIPAL TANK         APPROX. 6.2 KM 3212413.0 |
 JB0460|---------------------------------------------------------------------|
 JB0460
 JB0460                          SUPERSEDED SURVEY CONTROL
 JB0460
 JB0460  NAD 83(1997)-  38 16 12.39668(N)    088 51 22.54369(W) AD(       ) 2
 JB0460  NAD 83(1986)-  38 16 12.39862(N)    088 51 22.54471(W) AD(       ) 2
 JB0460  NAD 27      -  38 16 12.22145(N)    088 51 22.31413(W) AD(       ) 2
 JB0460  NGVD 29 (??/??/92)  144.251  (m)          473.26   (f) ADJ UNCH    2 0
 JB0460
 JB0460.Superseded values are not recommended for survey control.
 JB0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0460.See file dsdata.txt to determine how the superseded data were derived.
 JB0460
 JB0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3761837414(NAD 83)
 JB0460_MARKER: DE = TRAVERSE STATION DISK
 JB0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0460_STAMPING: HEBRON 1961
 JB0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0460+STABILITY: SURFACE MOTION
 JB0460
 JB0460  HISTORY     - Date     Condition        Report By
 JB0460  HISTORY     - 1961     MONUMENTED       CGS
 JB0460  HISTORY     - 1961     GOOD             CGS
 JB0460  HISTORY     - 1969     GOOD             CGS
 JB0460  HISTORY     - 1973     GOOD             NGS
 JB0460  HISTORY     - 1973     GOOD             NGS
 JB0460  HISTORY     - 1975     GOOD             NGS
 JB0460
 JB0460                          STATION DESCRIPTION
 JB0460
 JB0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0460'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF MT VERNON, ABOUT
 JB0460'3.5 MILES WEST-NORTHWEST
 JB0460'OF OPDYKE AND IN FORK OF ROAD MADE BY U S HIGHWAY 460
 JB0460'AND A OILED ROAD.
 JB0460'
 JB0460'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN MT
 JB0460'VERNON, GO SOUTH ON U S
 JB0460'HIGHWAY 460 AND STATE HIGHWAY 37 FOR 0.7 MILE TO A STOP
 JB0460'LIGHT AND U S HIGHWAY 460 TURNS
 JB0460'LEFT, TURN LEFT WITH U S HIGHWAY 460
 JB0460'AND GO EAST AND SOUTHEAST FOR 3.8 MILES TO THE
 JB0460'AZIMUTH MARK ON RIGHT,
 JB0460'CONTINUE ON U S HIGHWAY 460 FOR 0.2 MILE TO CURVE IN HIGHWAY AND
 JB0460'SMALL ROAD
 JB0460'SIDE PARK AND STATION ON RIGHT AS DESCRIBED.
 JB0460'
 JB0460'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH
 JB0460'SQUARE CONCRETE POST
 JB0460'WHICH IS SET FLUSH WITH THE GROUND AND IS STAMPED
 JB0460'HEBRON 1961.  THE MARK IS 97.5
 JB0460'FEET WEST-NORTHWEST OF A TELEPHONE
 JB0460'POLE, 56 FEET SOUTH OF THE CENTER OF U S HIGHWAY
 JB0460'460, 30 FEET
 JB0460'WEST-NORTHWEST OF A SMALL TREE AND 22 FEET NORTHEAST OF A TRIANGLE
 JB0460'BLAZED TREE.
 JB0460'
 JB0460'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 JB0460'INCH SQUARE CONCRETE POST
 JB0460'WHICH IS SET FLUSH WITH THE GROUND AND IS STAMPED
 JB0460'HEBRON NO 1 1961.  THE MARK IS
 JB0460'112.6 FEET EAST OF A TRIANGLE BLAZED
 JB0460'TREE, 48 FEET SOUTH OF THE CENTER OF U S HIGHWAY
 JB0460'140 AND 2 FEET
 JB0460'NORTHWEST OF A TELEPHONE POLE.
 JB0460'
 JB0460'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP OF A 12
 JB0460'INCH SQUARE CONCRETE POST
 JB0460'WHICH IS SET FLUSH WITH THE GROUND AND IS STAMPED
 JB0460'HEBRON NO 2 1961.  THE MARK IS
 JB0460'132.6 FEET WEST-NORTHWEST OF A
 JB0460'TRIANGLE BLAZED TREE, 81 FEET SOUTHWEST OF THE
 JB0460'CENTER OF U S HIGHWAY
 JB0460'460, 43 FEET NORTHEAST OF CENTER OF OILED ROAD AND 42 FEET NORTH
 JB0460'OF A POWER POLE.
 JB0460'
 JB0460'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 JB0460'SQUARE CONCRETE POST
 JB0460'WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED HEBRON
 JB0460'1961.  THE MARK IS 54 FEET
 JB0460'SOUTHWEST OF THE CENTER OF U S HIGHWAY
 JB0460'460, 2 FEET EAST OF A TELEPHONE POLE NUMBER
 JB0460'15032 AND 1.5 FEET
 JB0460'EAST-NORTHEAST OF THE WITNESS POST.
 JB0460'
 JB0460'HEIGHT OF LIGHT ABOVE STATION MARK 30.24 METERS.
 JB0460
 JB0460                          STATION RECOVERY (1961)
 JB0460
 JB0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0460'4.5 MI SE FROM MT VERNON.
 JB0460'ABOUT 0.7 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0460'IN MT. VERNON, THENCE 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 JB0460'460, ABOUT 0.10 MILES EAST OF THE JUNCTION OF AN OILED ROAD
 JB0460'SOUTHEAST, AT THE EAST END OF A CURVE WITH TANGENTS TO THE EAST
 JB0460'END NORTHWEST, 56 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JB0460'168 FEET EAST OF THE CENTER OF AN OILED ROAD SOUTHEAST, 22 FEET
 JB0460'NORTHEAST OF A TRIANGLE BLAZED TWELVE INCH CEDAR TREE, 98 FEET
 JB0460'WEST OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 JB0460'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0460
 JB0460                          STATION RECOVERY (1969)
 JB0460
 JB0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JB0460'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE
 JB0460'WAY OF ROAD
 JB0460'CONSTRUCTION AND WAS DESTROYED AT THE REQUEST OF THE
 JB0460'HIGHWAY DEPARTMENT AFTER A NEW
 JB0460'AZIMUTH MARK WAS SET.  THE DESCRIPTION
 JB0460'IS GOOD WITH THE BELOW.
 JB0460'
 JB0460'THE TELEPHONE POLE AND ROADSIDE PARK ARE GONE, IT IS ABOUT 350 FEET
 JB0460'SOUTHEAST OF A
 JB0460'ROAD FORK, 71 FEET EAST OF A 20 INCH ELM TREE AND 1
 JB0460'FOOT NORTHWEST OF A METAL WITNESS POST.
 JB0460'
 JB0460'REFERENCE MARK 1 AS DESCRIBED AND 36 FEET EAST OF A 14 INCH OAK TREE.
 JB0460'
 JB0460'REFERENCE MARK 2 AS DESCRIBED.
 JB0460'
 JB0460'AZIMUTH MARK 1969 IS 0.3 MILES EAST ALONG THE HIGHWAY FROM THE
 JB0460'STATION, 42 FEET
 JB0460'NORTH OF THE CENTERLINE OF THE HIGHWAY, 33 FEET EAST
 JB0460'OF THE CENTERLINE OF A DRIVEWAY
 JB0460'NORTH, 1 FOOT NORTH OF A METAL
 JB0460'WITNESS POST, 2 FEET NORTHWEST OF A POWER POLE AND
 JB0460'3 FEET SOUTHWEST
 JB0460'OF A CONCRETE RIGHT-OF-WAY MARKER.  THE MONUMENT PROJECTS 2 INCHES
 JB0460'AND THE DISK IS
 JB0460'STAMPED HERBRON 1961 1969.
 JB0460'
 JB0460'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0460
 JB0460                          STATION RECOVERY (1973)
 JB0460
 JB0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JB0460'THE STATION MARK AND 1969 AZMIMUTH MARK WERE FOUND IN GOOD CONDITION.
 JB0460'REFERENCE MARKS 1
 JB0460'AND 2 WERE NOT FOUND AND ASSUMED TO HAVE BEEN
 JB0460'DESTROYED SINCE THE SITE IS NOW PART
 JB0460'OF AN INTERCHANGE OF I 64 AND U
 JB0460'S HIGHWAY 460.  REFERENCE MARKS 3 AND 4 WERE SET.  A
 JB0460'NEW DESCRIPTION FOLLOWS-
 JB0460'
 JB0460'THE STATION MARK IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERCHANGE
 JB0460'OF I 64 AND U S
 JB0460'HIGHWAY 460, 0.2 MILE SOUTH OF THE OVERPASS OF
 JB0460'HIGHWAY 460 OF I 64, 210 FEET
 JB0460'SOUTH OF THE CENTERLINE OF HIGHWAY 460,
 JB0460'130 FEET SOUTHEAST OF THE CENTERLINE OF THE EAST
 JB0460'EXIT RAMP OF I 64,
 JB0460'28 FEET WEST OF A 12 INCH TREE AND 1 FOOT NORTHWEST OF A METAL
 JB0460'WITNESS POST.
 JB0460'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HEBRON 1961.
 JB0460'
 JB0460'REFERENCE MARK 3 IS 44 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL
 JB0460'ROAD, 260 FEET
 JB0460'SOUTH OF THE CENTERLINE OF HIGHWAY 460, 1 FOOT NORTH
 JB0460'OF A METAL WITNESS POST AND 81
 JB0460'FEET SOUTHWEST OF THE TREE.  THE
 JB0460'MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 JB0460'STAMPED HEBRON 1961 NO 3 1973.
 JB0460'
 JB0460'REFERENCE MARK 4 IS 89 FEET WEST OF THE TREE, 69 FEET SOUTHEAST OF
 JB0460'THE CENTERLINE OF
 JB0460'THE EXIT RAMP, 72 FEET NORTHEAST OF THE CENTERLINE
 JB0460'OF GRAVEL ROAD, 210 FEET SOUTH OF
 JB0460'THE CENTERLINE OF HIGHWAY 460 AND 1
 JB0460'FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 JB0460'PROJECTS 4 INCHES
 JB0460'AND THE DISK IS STAMPED HEBRON 1961 NO 4 1973.
 JB0460'
 JB0460'THE AZIMUTH MARK IS 3 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST, 1
 JB0460'FOOT NORTHEAST OF
 JB0460'A METAL WITNESS POST, 2 FEET NORTHWEST OF A POWER
 JB0460'POLE, 42 FEET NORTH OF THE
 JB0460'CENTERLINE OF HIGHWAY 460, 34 FEET EAST OF
 JB0460'THE CENTERLINE OF A GRAVELED ROAD.  THE
 JB0460'MONUMENT PROJECTS 2 INCHES
 JB0460'AND THE DISK IS STAMPED HEBRON 1961 1969.
 JB0460'
 JB0460'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0460
 JB0460                          STATION RECOVERY (1973)
 JB0460
 JB0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0460'RECOVERED IN GOOD CONDITION.
 JB0460
 JB0460                          STATION RECOVERY (1975)
 JB0460
 JB0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JB0460'THE STATION MARK AND THE 1969 AZIMUTH MARK WERE FOUND IN GOOD
 JB0460'CONDITION.  REFERENCE MARKS 3 AND 4 WERE FOUND OUT OF THE GROUND
 JB0460'AND ASSUMED DESTROYED BY ROAD CONSTRUCTION.  REFERENCE MARKS 5 AND
 JB0460'6 WERE SET USING THE SAME MARKS AND RE-STAMPING THE DISK.  A NEW
 JB0460'DESCRIPTION FOLLOWS.
 JB0460'
 JB0460'THE STATION MARK IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERCHANGE
 JB0460'OF U.S. HIGHWAY 460 AND A GRAVELED ROAD WHICH IS 0.2 MILE EAST OF
 JB0460'THE OVERPASS OF HIGHWAY 460 OF INTERSTATE HIGHWAY 64, 219 FEET SOUTH
 JB0460'OF THE CENTERLINE OF HIGHWAY 460, 115 FEET EAST OF THE CENTERLINE
 JB0460'OF THE GRAVEL ON RAMP ROAD, 62 FEET WEST OF A 14 INCH TREE WITH
 JB0460'A TRIANGLE BLAZE, 1 FOOT SOUTH OF A METAL WITNESS POST AND ON
 JB0460'HIGHWAY RIGHT-OF-WAY.  THE MONUMENT IS FLUSH AND THE DISK
 JB0460'IS STAMPED HEBRON 1961.
 JB0460'
 JB0460'REFERENCE MARK 5 IS 39 FEET WEST OF THE 14 INCH TREE, 11 FEET
 JB0460'NORTHWEST OF A 10 INCH TREE AND 1 FOOT WEST OF A METAL WITNESS
 JB0460'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JB0460'HEBRON 1961 NO 5 1975.
 JB0460'
 JB0460'REFERENCE MARK 6 IS 87 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 JB0460'ROAD, 16 FEET WEST OF A RIGHT-OF-WAY POST AND 1 FOOT NORTH OF A
 JB0460'METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 JB0460'STAMPED HEBRON 1961 NO 6 1975.
 JB0460'
 JB0460'THE AZIMUTH MARK IS 41 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 JB0460'460, 33 FEET EAST OF A GRAVELED DRIVEWAY, 17 FEET SOUTHWEST OF A
 JB0460'METAL WITNESS POST, 2 FEET NORTHWEST OF A POWER POLE AND 2 FEET
 JB0460'SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY POST.  THE MONUMENT PROJECTS 2
 JB0460'INCHES AND THE DISK STAMPED HEBRON 1961 1969.
 JB0460'
 JB0460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JB0460'SOUTHEAST OF MT. VERNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0091 ***********************************************************************
 NH0091  DESIGNATION -  HEBRON
 NH0091  PID         -  NH0091
 NH0091  STATE/COUNTY-  IL/MCHENRY
 NH0091  USGS QUAD   -  HEBRON (1972)
 NH0091
 NH0091                         *CURRENT SURVEY CONTROL
 NH0091  ___________________________________________________________________
 NH0091* NAD 83(1997)-  42 29 12.51278(N)    088 23 37.98479(W)     ADJUSTED  
 NH0091* NAVD 88     -       277.094  (meters)     909.10   (feet)  ADJUSTED  
 NH0091  ___________________________________________________________________
 NH0091  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 NH0091  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NH0091  DYNAMIC HT  -         277.006 (meters)     908.81  (feet)  COMP
 NH0091  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 NH0091
 NH0091  HORZ ORDER  -  THIRD
 NH0091  VERT ORDER  -  SECOND    CLASS 0
 NH0091
 NH0091.The horizontal coordinates were established by classical geodetic methods
 NH0091.and adjusted by the National Geodetic Survey in October 1999..
 NH0091
 NH0091.The orthometric height was determined by differential leveling
 NH0091.and adjusted by the National Geodetic Survey in June 1991..
 NH0091
 NH0091.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0091
 NH0091.The geoid height was determined by GEOID03.
 NH0091
 NH0091.The dynamic height is computed by dividing the NAVD 88
 NH0091.geopotential number by the normal gravity value computed on the
 NH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0091.degrees latitude (g = 980.6199 gals.).
 NH0091
 NH0091.The modeled gravity was interpolated from observed gravity values.
 NH0091
 NH0091;                    North         East     Units Scale Factor Converg.
 NH0091;SPC IL E     -   646,176.822   295,021.819   MT  0.99997530   -0 02 27.2
 NH0091;SPC IL E     - 2,119,998.46    967,917.42   sFT  0.99997530   -0 02 27.2
 NH0091;SPC WI S     -    55,352.956   732,048.442   MT  1.00005882   +1 06 12.8
 NH0091;SPC WI S     -   181,603.82  2,401,728.93   sFT  1.00005882   +1 06 12.8
 NH0091;UTM  16      - 4,704,769.640   385,444.807   MT  0.99976146   -0 56 29.6
 NH0091
 NH0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0091!SPC IL E     -   0.99996189  x   0.99997530  =   0.99993719
 NH0091!SPC WI S     -   0.99996189  x   1.00005882  =   1.00002071
 NH0091!UTM  16      -   0.99996189  x   0.99976146  =   0.99972336
 NH0091
 NH0091|---------------------------------------------------------------------|
 NH0091| PID    Reference Object                     Distance      Geod. Az  |
 NH0091|                                                           dddmmss.s |
 NH0091| NH0090 HEBRON RM 1                           8.904 METERS 08821     |
 NH0091| NH0089 HEBRON RM 2                          16.161 METERS 16410     |
 NH0091| NH0088 HEBRON AZ MK                                       1814538.7 |
 NH0091|---------------------------------------------------------------------|
 NH0091
 NH0091                          SUPERSEDED SURVEY CONTROL
 NH0091
 NH0091  NAD 83(1997)-  42 29 12.51218(N)    088 23 37.98521(W) AD(       ) 3
 NH0091  NAD 83(1997)-  42 29 12.51072(N)    088 23 37.98883(W) AD(       ) 3
 NH0091  NAD 83(1986)-  42 29 12.50877(N)    088 23 37.99421(W) AD(       ) 3
 NH0091  NAD 27      -  42 29 12.44500(N)    088 23 37.65060(W) AD(       ) 3
 NH0091  NGVD 29 (??/??/92)  277.159  (m)          909.31   (f) ADJ UNCH    2 0
 NH0091
 NH0091.Superseded values are not recommended for survey control.
 NH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0091.See file dsdata.txt to determine how the superseded data were derived.
 NH0091
 NH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8544504770(NAD 83)
 NH0091_MARKER: DS = TRIANGULATION STATION DISK
 NH0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0091_STAMPING: HEBRON 1954
 NH0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0091+STABILITY: SURFACE MOTION
 NH0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0091+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2000
 NH0091
 NH0091  HISTORY     - Date     Condition        Report By
 NH0091  HISTORY     - 1954     MONUMENTED       CGS
 NH0091  HISTORY     - 1960     GOOD             NGS
 NH0091  HISTORY     - 1966     GOOD             CGS
 NH0091  HISTORY     - 1972     GOOD             LOCSUR
 NH0091  HISTORY     - 1989     GOOD             USPSQD
 NH0091  HISTORY     - 19940507 GOOD             USPSQD
 NH0091  HISTORY     - 20000802 GOOD             PATRIC
 NH0091  HISTORY     - 20060708 GOOD             GEOCAC
 NH0091
 NH0091                          STATION DESCRIPTION
 NH0091
 NH0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0091'STATION IS LOCATED AT A T- ROAD INTERSECTION ABOUT 3 MILES
 NH0091'NORTHEAST OF HEBRON 4 MILES NORTHWEST OF RICHMOND AND IS ON
 NH0091'ROAD RIGHT-OF-WAY.  IT IS 55 FEET NORTHEAST OF A PAVED
 NH0091'T-INTERSECTION, 33 FEET NORTH OF THE CENTER OF A PAVED ROAD,
 NH0091'5 FEET SOUTHEAST OF AN 8 INCH CEDAR TREE, 4 FEET WEST OF A WHITE
 NH0091'WITNESS POST AND 3 FEET SOUTH OF A FENCE LINE.  THE MARK
 NH0091'PROJECTS 2 INCHES AND THE DISK IS STAMPED HEBRON 1954.
 NH0091'
 NH0091'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF THE
 NH0091'PAVED ROAD, 12 FEET EAST OF AN 8 INCH CEDAR TREE AND 1 FOOT
 NH0091'SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 NH0091'IS STAMPED HEBRON NO 1 1954.
 NH0091'
 NH0091'REFERENCE MARK NO. 2 IS 19 FEET SOUTH OF THE CENTER OF A
 NH0091'PAVED ROAD, 16 FEET WEST OF A POWER LINE POLE AND 1 FOOT NORTH
 NH0091'OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NH0091'IS STAMPED HEBRON NO 2 1954.
 NH0091'
 NH0091'AZIMUTH MARK IS 34 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 NH0091'TRACK, 24 FEET EAST OF THE CENTER OF A PAVED ROAD AND 2 FEET
 NH0091'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 NH0091'THE DISK IS STAMPED HEBRON 1954.
 NH0091'
 NH0091'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH0091'173 AND 47 IN HEBRON, GO EAST ON HIGHWAY 173 FOR 2.65 MILES TO A
 NH0091'SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR
 NH0091'1.0 MILE TO A PAVED CROSSROAD, TURN LEFT AND GO WEST ON PAVED
 NH0091'ROAD FOR 0.7 MILE TO PAVED T-ROAD AND THE STATION IN THE
 NH0091'NORTHEAST ANGLE AS DESCRIBED.
 NH0091'
 NH0091'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 NH0091'PAVED ROAD FOR 0.25 MILE TO A RAILROAD CROSSING AND THE
 NH0091'AZIMUTH MARK AS DESCRIBED.
 NH0091'
 NH0091'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH0091
 NH0091                          STATION RECOVERY (1960)
 NH0091
 NH0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0091'5.2 MI SE FROM ZENDA.
 NH0091'ABOUT 4.95 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0091'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, WALWORTH COUNTY,
 NH0091'WISCONSIN, THENCE ABOUT 0.25 MILE NORTH ALONG A BLACK TOP ROAD,
 NH0091'AT THE T JUNCTION OF A BLACK TOP ROAD LEADING EAST, 51 FEET EAST
 NH0091'OF THE CENTER LINE OF ROAD LEADING NORTH, 30 FEET NORTH OF THE
 NH0091'CENTER LINE OF ROAD LEADING EAST, 25 FEET NORTHEAST OF THE CENTER
 NH0091'LINE OF THE NORTH LEG OF THE ROAD LEADING EAST, 17 1/2 FEET EAST
 NH0091'OF A 10-INCH CEDAR TREE ALONG THE FENCE LINE AND IN THE FENCE
 NH0091'CORNER (THE WEST ONE OF A ROW OF 10 CEDAR TREES ALONG THE FENCE
 NH0091'LINE), 5 FEET SOUTHEAST OF THE 3RD. TREE EAST OF THE WEST END
 NH0091'OF ROW OF TREES, 2 1/2 FEET SOUTH OF THE FENCE LINE, 5 FEET
 NH0091'SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 NH0091'OF THE JUNCTION, AND SET IN TOP OF A CONCRETE POST PROJECTING
 NH0091'1 INCH.
 NH0091
 NH0091                          STATION RECOVERY (1966)
 NH0091
 NH0091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH0091'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NH0091'CONDITION AT THIS TIME.  THE PREVIOUS DESCRIPTION IS GOOD.
 NH0091'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION
 NH0091'MARK AT THIS TIME.
 NH0091
 NH0091                          STATION RECOVERY (1972)
 NH0091
 NH0091'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 NH0091'MARK RECOVERED IN GOOD CONDITION AS DESC.
 NH0091
 NH0091                          STATION RECOVERY (1989)
 NH0091
 NH0091'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH0091'RECOVERED IN GOOD CONDITION.
 NH0091
 NH0091                          STATION RECOVERY (1994)
 NH0091
 NH0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0091'RECOVERED IN GOOD CONDITION.
 NH0091
 NH0091                          STATION RECOVERY (2000)
 NH0091
 NH0091'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NH0091'RECOVERED IN GOOD CONDITION.
 NH0091
 NH0091                          STATION RECOVERY (2006)
 NH0091
 NH0091'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 NH0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0458 ***********************************************************************
 JB0458  DESIGNATION -  HEBRON AZ MK
 JB0458  PID         -  JB0458
 JB0458  STATE/COUNTY-  IL/JEFFERSON
 JB0458  USGS QUAD   -  OPDYKE (1978)
 JB0458
 JB0458                         *CURRENT SURVEY CONTROL
 JB0458  ___________________________________________________________________
 JB0458* NAD 83(1986)-  38 16 18.     (N)    088 51 32.     (W)     SCALED    
 JB0458* NAVD 88     -       143.188  (meters)     469.78   (feet)  ADJUSTED  
 JB0458  ___________________________________________________________________
 JB0458  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JB0458  DYNAMIC HT  -         143.096 (meters)     469.47  (feet)  COMP
 JB0458  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 JB0458
 JB0458  VERT ORDER  -  SECOND    CLASS 0
 JB0458
 JB0458.The horizontal coordinates were scaled from a topographic map and have
 JB0458.an estimated accuracy of +/- 6 seconds.
 JB0458
 JB0458.The orthometric height was determined by differential leveling
 JB0458.and adjusted by the National Geodetic Survey in June 1991..
 JB0458
 JB0458.The geoid height was determined by GEOID03.
 JB0458
 JB0458.The dynamic height is computed by dividing the NAVD 88
 JB0458.geopotential number by the normal gravity value computed on the
 JB0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0458.degrees latitude (g = 980.6199 gals.).
 JB0458
 JB0458.The modeled gravity was interpolated from observed gravity values.
 JB0458
 JB0458;                    North         East    Units  Estimated Accuracy
 JB0458;SPC IL E     -   178,260.      254,010.      MT  (+/- 180 meters Scaled)
 JB0458
 JB0458                          SUPERSEDED SURVEY CONTROL
 JB0458
 JB0458  NGVD 29 (??/??/92)  143.297  (m)          470.13   (f) ADJ UNCH    2 0
 JB0458
 JB0458.Superseded values are not recommended for survey control.
 JB0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0458.See file dsdata.txt to determine how the superseded data were derived.
 JB0458
 JB0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH373375(NAD 83)
 JB0458_MARKER: DZ = AZIMUTH MARK DISK
 JB0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0458_STAMPING: HEBRON 1961
 JB0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0458+STABILITY: SURFACE MOTION
 JB0458
 JB0458  HISTORY     - Date     Condition        Report By
 JB0458  HISTORY     - 1961     MONUMENTED       CGS
 JB0458  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0458
 JB0458                          STATION DESCRIPTION
 JB0458
 JB0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0458'4.2 MI SE FROM MT VERNON.
 JB0458'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0458'IN MT. VERNON, THENCE 3.55 MILES SOUTHEAST ALONG U.S. HIGHWAY
 JB0458'460, ABOUT 0.05 MILES SOUTHEAST OF THE JUNCTION OF A DIRT ROAD
 JB0458'WEST, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2
 JB0458'FEET SOUTHEAST OF POWER POLE 15032, 1.4 FEET EAST OF A METAL
 JB0458'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 JB0458'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB0458
 JB0458                          STATION RECOVERY (1973)
 JB0458
 JB0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0088 ***********************************************************************
 NH0088  DESIGNATION -  HEBRON AZ MK
 NH0088  PID         -  NH0088
 NH0088  STATE/COUNTY-  IL/MCHENRY
 NH0088  USGS QUAD   -  HEBRON (1972)
 NH0088
 NH0088                         *CURRENT SURVEY CONTROL
 NH0088  ___________________________________________________________________
 NH0088* NAD 83(1986)-  42 28 59.     (N)    088 23 37.     (W)     SCALED    
 NH0088* NAVD 88     -       271.928  (meters)     892.15   (feet)  ADJUSTED  
 NH0088  ___________________________________________________________________
 NH0088  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NH0088  DYNAMIC HT  -         271.841 (meters)     891.87  (feet)  COMP
 NH0088  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 NH0088
 NH0088  VERT ORDER  -  SECOND    CLASS 0
 NH0088
 NH0088.The horizontal coordinates were scaled from a topographic map and have
 NH0088.an estimated accuracy of +/- 6 seconds.
 NH0088
 NH0088.The orthometric height was determined by differential leveling
 NH0088.and adjusted by the National Geodetic Survey in June 1991..
 NH0088
 NH0088.The geoid height was determined by GEOID03.
 NH0088
 NH0088.The dynamic height is computed by dividing the NAVD 88
 NH0088.geopotential number by the normal gravity value computed on the
 NH0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0088.degrees latitude (g = 980.6199 gals.).
 NH0088
 NH0088.The modeled gravity was interpolated from observed gravity values.
 NH0088
 NH0088;                    North         East    Units  Estimated Accuracy
 NH0088;SPC IL E     -   645,760.      295,040.      MT  (+/- 180 meters Scaled)
 NH0088
 NH0088                          SUPERSEDED SURVEY CONTROL
 NH0088
 NH0088  NGVD 29 (??/??/92)  271.993  (m)          892.36   (f) ADJ UNCH    2 0
 NH0088
 NH0088.Superseded values are not recommended for survey control.
 NH0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0088.See file dsdata.txt to determine how the superseded data were derived.
 NH0088
 NH0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN854043(NAD 83)
 NH0088_MARKER: DZ = AZIMUTH MARK DISK
 NH0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0088_STAMPING: HEBRON 1954
 NH0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0088+STABILITY: SURFACE MOTION
 NH0088
 NH0088  HISTORY     - Date     Condition        Report By
 NH0088  HISTORY     - 1954     MONUMENTED       CGS
 NH0088  HISTORY     - 1960     GOOD             NGS
 NH0088  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 NH0088  HISTORY     - 20060708 GOOD             GEOCAC
 NH0088
 NH0088                          STATION DESCRIPTION
 NH0088
 NH0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0088'5 MI SE FROM ZENDA.
 NH0088'ABOUT 4.95 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0088'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, WALWORTH COUNTY,
 NH0088'WISCONSIN, AT THE CROSSING OF A BLACK TOP ROAD, 0.25 MILE
 NH0088'NORTHWEST OF MILPOLE 62, 34 FEET NORTHEAST OF THE NORTHEAST
 NH0088'RAIL, 24 1/2 FEET SOUTHEAST OF THE CENTER LINE OF ROAD, 49 FEET
 NH0088'EAST OF THE CENTER LINE OF CROSSING, 16 FEET WEST OF THE CENTER
 NH0088'LINE OF A FARM ROAD LEADING SOUTHEAST, 11 1/2 FEET NORTHEAST
 NH0088'OF THE FIRST POWER LINE POLE NORTHEAST OF THE TRACK, 2 1/2 FEET
 NH0088'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT SOUTHWEST OF A STEEL
 NH0088'WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 NH0088'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 NH0088
 NH0088                          STATION RECOVERY (1994)
 NH0088
 NH0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0088'MARK NOT FOUND.
 NH0088
 NH0088                          STATION RECOVERY (2006)
 NH0088
 NH0088'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 NH0088'PREVIOUS DESCRIPTION IS GOOD.  THE STATION IS LOCATED IN THE TRIANGLE
 NH0088'OF DIRT/GRASS FORMED BY THE RAILROAD, THE ROAD AND A FARMING TRACK TO
 NH0088'THE SE OF THE MARK.  IT IS BETWEEN A ROAD DIRECTIONAL ARROW AND THE
 NH0088'POWER POLE 188007.
 NH0088' 
 NH0088'THE DISK IS TILTED 25 DEGREES TO THE NW.  THE LOCAL FARMER SAID THAT
 NH0088'HE HAD RECENTLY HIT THE MONUMENT WITH HIS MOWER, CAUSING THE TILT.  I
 NH0088'SUGGESTED HE ADD DIRT TO MAKE THE MONUMENT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1144 ***********************************************************************
 NH1144  DESIGNATION -  HEBRON BORDEN WIELAND CO STK
 NH1144  PID         -  NH1144
 NH1144  STATE/COUNTY-  IL/MCHENRY
 NH1144  USGS QUAD   -  HEBRON (1972)
 NH1144
 NH1144                         *CURRENT SURVEY CONTROL
 NH1144  ___________________________________________________________________
 NH1144* NAD 83(1997)-  42 28 22.64356(N)    088 25 49.57311(W)     ADJUSTED  
 NH1144* NAVD 88     -                                                        
 NH1144  ___________________________________________________________________
 NH1144  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 NH1144  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NH1144
 NH1144  HORZ ORDER  -  THIRD
 NH1144
 NH1144.The horizontal coordinates were established by classical geodetic methods
 NH1144.and adjusted by the National Geodetic Survey in October 1999..
 NH1144
 NH1144
 NH1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1144
 NH1144.The geoid height was determined by GEOID03.
 NH1144
 NH1144;                    North         East     Units Scale Factor Converg.
 NH1144;SPC IL E     -   644,640.874   292,014.937   MT  0.99997578   -0 03 56.0
 NH1144;SPC IL E     - 2,114,959.27    958,052.34   sFT  0.99997578   -0 03 56.0
 NH1144;SPC WI S     -    53,757.133   729,072.578   MT  1.00006266   +1 04 42.4
 NH1144;SPC WI S     -   176,368.19  2,391,965.62   sFT  1.00006266   +1 04 42.4
 NH1144;UTM  16      - 4,703,281.453   382,414.792   MT  0.99977011   -0 57 57.6
 NH1144
 NH1144                          SUPERSEDED SURVEY CONTROL
 NH1144
 NH1144  NAD 83(1997)-  42 28 22.64330(N)    088 25 49.57265(W) AD(       ) 4
 NH1144  NAD 83(1997)-  42 28 22.64258(N)    088 25 49.57836(W) AD(       ) 4
 NH1144  NAD 83(1986)-  42 28 22.63948(N)    088 25 49.58433(W) AD(       ) 4
 NH1144  NAD 27      -  42 28 22.57200(N)    088 25 49.23600(W) AD(       ) 3
 NH1144
 NH1144.Superseded values are not recommended for survey control.
 NH1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1144.See file dsdata.txt to determine how the superseded data were derived.
 NH1144
 NH1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8241503281(NAD 83)
 NH1144_MARKER: 63 = STACK
 NH1144
 NH1144  HISTORY     - Date     Condition        Report By
 NH1144  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1144  HISTORY     - 1966     MARK NOT FOUND   CGS
 NH1144  HISTORY     - 19950513 MARK NOT FOUND   USPSQD
 NH1144  HISTORY     - 20030416 MARK NOT FOUND   USPSQD
 NH1144
 NH1144                          STATION DESCRIPTION
 NH1144
 NH1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1144'THIS STATION IS THE STACK AT THE BORDEN-WIELAND COMPANY,
 NH1144'IN THE VILLAGE OF HEBRON, ILLINOIS.  IT IS LOCATED ABOUT 215
 NH1144'FEET NORTH OF THE CENTERLINE OF MAPLE AVENUE, AND ABOUT 30
 NH1144'FEET WEST OF A LINE PROJECTED NORTH FROM THE CENTERLINE OF
 NH1144'ST. ALBANS STREET.  THE STACK WAS ERECTED IN 1914 AND IS
 NH1144'NOT ESPECIALLY PROMINENT.
 NH1144'
 NH1144'THE STACK IS A SQUARE RED BRICK STRUCTURE ABOUT 90 FEET HIGH
 NH1144'ON THE WEST END OF THE MILK PLANT.
 NH1144
 NH1144                          STATION RECOVERY (1966)
 NH1144
 NH1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1144'THE STATION WAS NOT FOUND AT THIS TIME AND SHOULD BE CONSIDERED
 NH1144'AS LOST.
 NH1144
 NH1144                          STATION RECOVERY (1995)
 NH1144
 NH1144'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1144'MARK NOT FOUND.
 NH1144
 NH1144                          STATION RECOVERY (2003)
 NH1144
 NH1144'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH1144'BUILDING REMODELED. STACK GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0461 ***********************************************************************
 JB0461  DESIGNATION -  HEBRON RM 1
 JB0461  PID         -  JB0461
 JB0461  STATE/COUNTY-  IL/JEFFERSON
 JB0461  USGS QUAD   -  OPDYKE (1978)
 JB0461
 JB0461                         *CURRENT SURVEY CONTROL
 JB0461  ___________________________________________________________________
 JB0461* NAD 83(1986)-  38 16 12.     (N)    088 51 22.     (W)     SCALED    
 JB0461* NAVD 88     -       144.049  (meters)     472.60   (feet)  ADJUSTED  
 JB0461  ___________________________________________________________________
 JB0461  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JB0461  DYNAMIC HT  -         143.956 (meters)     472.30  (feet)  COMP
 JB0461  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 JB0461
 JB0461  VERT ORDER  -  SECOND    CLASS 0
 JB0461
 JB0461.The horizontal coordinates were scaled from a topographic map and have
 JB0461.an estimated accuracy of +/- 6 seconds.
 JB0461
 JB0461.The orthometric height was determined by differential leveling
 JB0461.and adjusted by the National Geodetic Survey in June 1991..
 JB0461
 JB0461.The geoid height was determined by GEOID03.
 JB0461
 JB0461.The dynamic height is computed by dividing the NAVD 88
 JB0461.geopotential number by the normal gravity value computed on the
 JB0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0461.degrees latitude (g = 980.6199 gals.).
 JB0461
 JB0461.The modeled gravity was interpolated from observed gravity values.
 JB0461
 JB0461;                    North         East    Units  Estimated Accuracy
 JB0461;SPC IL E     -   178,070.      254,250.      MT  (+/- 180 meters Scaled)
 JB0461
 JB0461                          SUPERSEDED SURVEY CONTROL
 JB0461
 JB0461  NGVD 29 (??/??/92)  144.158  (m)          472.96   (f) ADJ UNCH    2 0
 JB0461
 JB0461.Superseded values are not recommended for survey control.
 JB0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0461.See file dsdata.txt to determine how the superseded data were derived.
 JB0461
 JB0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH376374(NAD 83)
 JB0461_MARKER: DR = REFERENCE MARK DISK
 JB0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0461_STAMPING: HEBRON NO 1 1961
 JB0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0461+STABILITY: SURFACE MOTION
 JB0461
 JB0461  HISTORY     - Date     Condition        Report By
 JB0461  HISTORY     - 1961     MONUMENTED       CGS
 JB0461  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0461
 JB0461                          STATION DESCRIPTION
 JB0461
 JB0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0461'4.5 MI SE FROM MT VERNON.
 JB0461'ABOUT 0.7 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0461'IN MT. VERNON, THENCE 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 JB0461'460, ABOUT 0.10 MILES EAST OF THE JUNCTION OF AN OILED ROAD
 JB0461'SOUTHEAST, AT THE EAST END OF A CURVE WITH TANGENTS TO THE
 JB0461'EAST AND NORTHWEST, 49 FEET NORTH OF THE CENTER LINE OF THE
 JB0461'HIGHWAY, 265 FEET EAST OF THE CENTER OF AN OILED ROAD SOUTHEAST,
 JB0461'112 FEET EAST OF A TRIANGLE BLAZED TWELVE INCH CEDAR TREE, 2
 JB0461'FEET NORTH OF A POWER POLE, 96.7 FEET EAST OF TRAVERSE STATION
 JB0461'HEBRON, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 JB0461'CONCRETE POST FLUSH WITH THE GROUND.
 JB0461
 JB0461                          STATION RECOVERY (1973)
 JB0461
 JB0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0090 ***********************************************************************
 NH0090  DESIGNATION -  HEBRON RM 1
 NH0090  PID         -  NH0090
 NH0090  STATE/COUNTY-  IL/MCHENRY
 NH0090  USGS QUAD   -  HEBRON (1972)
 NH0090
 NH0090                         *CURRENT SURVEY CONTROL
 NH0090  ___________________________________________________________________
 NH0090* NAD 83(1997)-  42 29 12.52110(N)    088 23 37.59508(W)     ADJUSTED  
 NH0090* NAVD 88     -       276.857  (meters)     908.32   (feet)  ADJUSTED  
 NH0090  ___________________________________________________________________
 NH0090  X           -     132,045.456 (meters)                     COMP
 NH0090  Y           -  -4,708,974.106 (meters)                     COMP
 NH0090  Z           -   4,285,798.444 (meters)                     COMP
 NH0090  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 NH0090  ELLIP HEIGHT-         242.75  (meters)          (02/03/05) GPS OBS
 NH0090  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NH0090  DYNAMIC HT  -         276.769 (meters)     908.03  (feet)  COMP
 NH0090  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 NH0090
 NH0090  HORZ ORDER  -  FIRST
 NH0090  VERT ORDER  -  SECOND    CLASS 0
 NH0090  ELLP ORDER  -  FOURTH    CLASS II
 NH0090
 NH0090.The horizontal coordinates were established by GPS observations
 NH0090.and adjusted by the National Geodetic Survey in April 2001..
 NH0090
 NH0090.The orthometric height was determined by differential leveling
 NH0090.and adjusted by the National Geodetic Survey in June 1991..
 NH0090
 NH0090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0090
 NH0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0090
 NH0090.The ellipsoidal height was determined by GPS observations
 NH0090.and is referenced to NAD 83.
 NH0090
 NH0090.The geoid height was determined by GEOID03.
 NH0090
 NH0090.The dynamic height is computed by dividing the NAVD 88
 NH0090.geopotential number by the normal gravity value computed on the
 NH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0090.degrees latitude (g = 980.6199 gals.).
 NH0090
 NH0090.The modeled gravity was interpolated from observed gravity values.
 NH0090
 NH0090;                    North         East     Units Scale Factor Converg.
 NH0090;SPC IL E     -   646,177.073   295,030.719   MT  0.99997530   -0 02 27.0
 NH0090;SPC IL E     - 2,119,999.28    967,946.62   sFT  0.99997530   -0 02 27.0
 NH0090;UTM  16      - 4,704,769.751   385,453.708   MT  0.99976143   -0 56 29.4
 NH0090
 NH0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0090!SPC IL E     -   0.99996193  x   0.99997530  =   0.99993723
 NH0090!UTM  16      -   0.99996193  x   0.99976143  =   0.99972337
 NH0090
 NH0090                          SUPERSEDED SURVEY CONTROL
 NH0090
 NH0090  ELLIP H (04/24/01)  242.75   (m)                       GP(       ) 4 1
 NH0090  NAVD 88 (04/24/01)  276.86   (m)          908.3    (f) LEVELING    3  
 NH0090  NGVD 29 (??/??/92)  276.921  (m)          908.53   (f) ADJ UNCH    2 0
 NH0090
 NH0090.Superseded values are not recommended for survey control.
 NH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0090.See file dsdata.txt to determine how the superseded data were derived.
 NH0090
 NH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN8545404770(NAD 83)
 NH0090_MARKER: DR = REFERENCE MARK DISK
 NH0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0090_STAMPING: HEBRON NO 1 1954
 NH0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0090+STABILITY: SURFACE MOTION
 NH0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0090+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 NH0090
 NH0090  HISTORY     - Date     Condition        Report By
 NH0090  HISTORY     - 1954     MONUMENTED       CGS
 NH0090  HISTORY     - 1960     GOOD             NGS
 NH0090  HISTORY     - 19940507 GOOD             USPSQD
 NH0090  HISTORY     - 20010201 GOOD             SECI
 NH0090  HISTORY     - 20030427 GOOD             USPSQD
 NH0090  HISTORY     - 20060708 GOOD             GEOCAC
 NH0090
 NH0090                          STATION DESCRIPTION
 NH0090
 NH0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0090'5.2 MI SE FROM ZENDA.
 NH0090'ABOUT 4.95 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0090'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, WALWORTH COUNTY,
 NH0090'WISCONSIN, THENCE ABOUT 0.25 MILE NORTH ALONG A BLACK TOP ROAD,
 NH0090'AT THE T JUNCTION OF A BLACK TOP ROAD LEADING EAST, 28.8 FEET
 NH0090'EAST OF TRIANGULATION STATION HEBRON, DESCRIBED, 31 FEET NORTH
 NH0090'OF THE CENTER LINE OF ROAD LEADING EAST, 21 FEET WEST OF THE
 NH0090'EAST ONE OF A ROW OF CEDAR TREES ALONG THE FENCE LINE, 1 FOOT
 NH0090'SOUTH OF THE FENCE LINE, 3 FEET ABOVE THE LEVEL OF THE ROAD
 NH0090'LEADING EAST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NH0090'2 INCHES.
 NH0090
 NH0090                          STATION RECOVERY (1994)
 NH0090
 NH0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0090'RECOVERED IN GOOD CONDITION.
 NH0090
 NH0090                          STATION RECOVERY (2001)
 NH0090
 NH0090'RECOVERY NOTE BY SMITH ENG CONS INC 2001 (RJW)
 NH0090'RECOVERED AS DESCRIBED
 NH0090'
 NH0090
 NH0090                          STATION RECOVERY (2003)
 NH0090
 NH0090'RECOVERY NOTE BY US POWER SQUADRON 2003 (GB)
 NH0090'RECOVERED IN GOOD CONDITION.
 NH0090
 NH0090                          STATION RECOVERY (2006)
 NH0090
 NH0090'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 NH0090'HANDHELD COORDINATES ARE
 NH0090'N42 29.209
 NH0090'W88 23.626
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0459 ***********************************************************************
 JB0459  DESIGNATION -  HEBRON RM 2
 JB0459  PID         -  JB0459
 JB0459  STATE/COUNTY-  IL/JEFFERSON
 JB0459  USGS QUAD   -  OPDYKE (1978)
 JB0459
 JB0459                         *CURRENT SURVEY CONTROL
 JB0459  ___________________________________________________________________
 JB0459* NAD 83(1986)-  38 16 12.     (N)    088 51 22.     (W)     SCALED    
 JB0459* NAVD 88     -       144.032  (meters)     472.55   (feet)  ADJUSTED  
 JB0459  ___________________________________________________________________
 JB0459  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JB0459  DYNAMIC HT  -         143.939 (meters)     472.24  (feet)  COMP
 JB0459  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 JB0459
 JB0459  VERT ORDER  -  SECOND    CLASS 0
 JB0459
 JB0459.The horizontal coordinates were scaled from a topographic map and have
 JB0459.an estimated accuracy of +/- 6 seconds.
 JB0459
 JB0459.The orthometric height was determined by differential leveling
 JB0459.and adjusted by the National Geodetic Survey in June 1991..
 JB0459
 JB0459.The geoid height was determined by GEOID03.
 JB0459
 JB0459.The dynamic height is computed by dividing the NAVD 88
 JB0459.geopotential number by the normal gravity value computed on the
 JB0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0459.degrees latitude (g = 980.6199 gals.).
 JB0459
 JB0459.The modeled gravity was interpolated from observed gravity values.
 JB0459
 JB0459;                    North         East    Units  Estimated Accuracy
 JB0459;SPC IL E     -   178,070.      254,250.      MT  (+/- 180 meters Scaled)
 JB0459
 JB0459                          SUPERSEDED SURVEY CONTROL
 JB0459
 JB0459  NGVD 29 (??/??/92)  144.141  (m)          472.90   (f) ADJ UNCH    2 0
 JB0459
 JB0459.Superseded values are not recommended for survey control.
 JB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0459.See file dsdata.txt to determine how the superseded data were derived.
 JB0459
 JB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH376374(NAD 83)
 JB0459_MARKER: DR = REFERENCE MARK DISK
 JB0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0459_STAMPING: HEBRON NO 2 1961
 JB0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0459+STABILITY: SURFACE MOTION
 JB0459
 JB0459  HISTORY     - Date     Condition        Report By
 JB0459  HISTORY     - 1961     MONUMENTED       CGS
 JB0459  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0459
 JB0459                          STATION DESCRIPTION
 JB0459
 JB0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0459'4.5 MI SE FROM MT VERNON.
 JB0459'ABOUT 0.7 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0459'IN MT. VERNON, THENCE 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY
 JB0459'460, ABOUT 0.10 MILES EAST OF THE JUNCTION OF AN OILED ROAD
 JB0459'SOUTHEAST, AT THE EAST END OF A CURVE WITH TANGENTS TO THE
 JB0459'EAST END AND NORTHWEST, 81 FEET SOUTH OF THE CENTER LINE OF THE
 JB0459'HIGHWAY, 46 FEET EAST OF THE CENTER OF THE OILED ROAD SOUTHEAST,
 JB0459'133 FEET NORTH-NORTHWEST OF A TRIANGLE BLAZED 12 INCH CEDAR TREE,
 JB0459'17 FEET EAST OF A 20 INCH ELM TREE, 1 FOOT SOUTHEAST OF THE
 JB0459'SOUTHEAST CORNER OF A 4 FOOT SQUARE CONCRETE PLATFORM, 145.5
 JB0459'FEET WEST-NORTHWEST OF TRAVERSE STATION HEBRON, 1 FOOT BELOW THE
 JB0459'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB0459'WITH THE GROUND.
 JB0459
 JB0459                          STATION RECOVERY (1973)
 JB0459
 JB0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0089 ***********************************************************************
 NH0089  DESIGNATION -  HEBRON RM 2
 NH0089  PID         -  NH0089
 NH0089  STATE/COUNTY-  IL/MCHENRY
 NH0089  USGS QUAD   -  HEBRON (1972)
 NH0089
 NH0089                         *CURRENT SURVEY CONTROL
 NH0089  ___________________________________________________________________
 NH0089* NAD 83(1986)-  42 29 12.     (N)    088 23 37.     (W)     SCALED    
 NH0089* NAVD 88     -       275.569  (meters)     904.10   (feet)  ADJUSTED  
 NH0089  ___________________________________________________________________
 NH0089  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NH0089  DYNAMIC HT  -         275.481 (meters)     903.81  (feet)  COMP
 NH0089  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 NH0089
 NH0089  VERT ORDER  -  SECOND    CLASS 0
 NH0089
 NH0089.The horizontal coordinates were scaled from a topographic map and have
 NH0089.an estimated accuracy of +/- 6 seconds.
 NH0089
 NH0089.The orthometric height was determined by differential leveling
 NH0089.and adjusted by the National Geodetic Survey in June 1991..
 NH0089
 NH0089.The geoid height was determined by GEOID03.
 NH0089
 NH0089.The dynamic height is computed by dividing the NAVD 88
 NH0089.geopotential number by the normal gravity value computed on the
 NH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0089.degrees latitude (g = 980.6199 gals.).
 NH0089
 NH0089.The modeled gravity was interpolated from observed gravity values.
 NH0089
 NH0089;                    North         East    Units  Estimated Accuracy
 NH0089;SPC IL E     -   646,160.      295,040.      MT  (+/- 180 meters Scaled)
 NH0089
 NH0089                          SUPERSEDED SURVEY CONTROL
 NH0089
 NH0089  NGVD 29 (??/??/92)  275.634  (m)          904.31   (f) ADJ UNCH    2 0
 NH0089
 NH0089.Superseded values are not recommended for survey control.
 NH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0089.See file dsdata.txt to determine how the superseded data were derived.
 NH0089
 NH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN854047(NAD 83)
 NH0089_MARKER: DR = REFERENCE MARK DISK
 NH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0089_STAMPING: HEBRON NO 2 1954
 NH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0089+STABILITY: SURFACE MOTION
 NH0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0089+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2003
 NH0089
 NH0089  HISTORY     - Date     Condition        Report By
 NH0089  HISTORY     - 1954     MONUMENTED       CGS
 NH0089  HISTORY     - 1960     GOOD             NGS
 NH0089  HISTORY     - 19940507 GOOD             USPSQD
 NH0089  HISTORY     - 20030427 GOOD             USPSQD
 NH0089  HISTORY     - 20060708 GOOD             GEOCAC
 NH0089
 NH0089                          STATION DESCRIPTION
 NH0089
 NH0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0089'5.2 MI SE FROM ZENDA.
 NH0089'ABOUT 4.95 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0089'AND PACIFIC RAILROAD FROM THE STATION AT ZENDA, WALWORTH COUNTY,
 NH0089'WISCONSIN, THENCE ABOUT 0.25 MILE NORTH ALONG A BLACK TOP ROAD,
 NH0089'AT THE T JUNCTION OF A BLACK TOP ROAD LEADING EAST, 53.1 FEET
 NH0089'SOUTH-SOUTHEAST OF AND ACROSS THE ROAD LEADING EAST FROM
 NH0089'TRIANGULATION STATION HEBRON, DESCRIBED, 21 FEET SOUTH OF THE
 NH0089'CENTER LINE OF ROAD LEADING EAST, 16 FEET WEST OF THE FIRST
 NH0089'POWER LINE POLE EAST OF THE JUNCTION, IN THE LINE OF POLES TO
 NH0089'THE EAST, 1 FOOT NORTH OF A FENCE LINE, ABOUT 1 FOOT BELOW THE
 NH0089'LEVEL OF THE ROAD TO THE EAST, AND SET IN TOP OF A CONCRETE
 NH0089'POST PROJECTING 1 INCH.
 NH0089
 NH0089                          STATION RECOVERY (1994)
 NH0089
 NH0089'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0089'RECOVERED IN GOOD CONDITION.
 NH0089
 NH0089                          STATION RECOVERY (2003)
 NH0089
 NH0089'RECOVERY NOTE BY US POWER SQUADRON 2003 (GB)
 NH0089'RECOVERED IN GOOD CONDITION.
 NH0089
 NH0089                          STATION RECOVERY (2006)
 NH0089
 NH0089'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 NH0089'HANDHELD COORDINATES ARE
 NH0089'N42 29.201
 NH0089'W88 23.629
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0462 ***********************************************************************
 JB0462  DESIGNATION -  HEBRON RM 3
 JB0462  PID         -  JB0462
 JB0462  STATE/COUNTY-  IL/JEFFERSON
 JB0462  USGS QUAD   -  OPDYKE (1978)
 JB0462
 JB0462                         *CURRENT SURVEY CONTROL
 JB0462  ___________________________________________________________________
 JB0462* NAD 83(1986)-  38 16 12.     (N)    088 51 22.     (W)     SCALED    
 JB0462* NAVD 88     -       144.54   (meters)     474.2    (feet)  RESET     
 JB0462  ___________________________________________________________________
 JB0462  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JB0462
 JB0462  VERT ORDER  -  THIRD
 JB0462
 JB0462.The horizontal coordinates were scaled from a topographic map and have
 JB0462.an estimated accuracy of +/- 6 seconds.
 JB0462
 JB0462.The orthometric height was computed from unverified reset data.
 JB0462
 JB0462.The geoid height was determined by GEOID03.
 JB0462
 JB0462;                    North         East    Units  Estimated Accuracy
 JB0462;SPC IL E     -   178,070.      254,250.      MT  (+/- 180 meters Scaled)
 JB0462
 JB0462                          SUPERSEDED SURVEY CONTROL
 JB0462
 JB0462.No superseded survey control is available for this station.
 JB0462
 JB0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH376374(NAD 83)
 JB0462_MARKER: DR = REFERENCE MARK DISK
 JB0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0462_STAMPING: HEBRON 1961 NO 3 1973
 JB0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0462+STABILITY: SURFACE MOTION
 JB0462
 JB0462  HISTORY     - Date     Condition        Report By
 JB0462  HISTORY     - 1973     MONUMENTED       NGS
 JB0462
 JB0462                          STATION DESCRIPTION
 JB0462
 JB0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0462'4 MI SE FROM MT VERNON.
 JB0462'AT THE SOUTHEAST ANGLE OF THE INTERCHANGE OF I 64 AND U.S.
 JB0462'HIGHWAY 460, 0.2 MILE EAST OF THE OVERPASS OF HIGHWAY 460 OF I
 JB0462'64, 44 FEET NORTHEAST OF THE CENTERLINE OF GRAVEL ROAD, 260 FEET
 JB0462'SOUTH OF THE CENTERLINE OF HIGHWAY 460, 1 FOOT NORTH OF A METAL
 JB0462'WITNESS POST, 81 FEET SOUTHWEST OF A 12 INCH TREE AND SET IN THE
 JB0462'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0463 ***********************************************************************
 JB0463  DESIGNATION -  HEBRON RM 4
 JB0463  PID         -  JB0463
 JB0463  STATE/COUNTY-  IL/JEFFERSON
 JB0463  USGS QUAD   -  OPDYKE (1978)
 JB0463
 JB0463                         *CURRENT SURVEY CONTROL
 JB0463  ___________________________________________________________________
 JB0463* NAD 83(1986)-  38 16 12.     (N)    088 51 22.     (W)     SCALED    
 JB0463* NAVD 88     -       145.05   (meters)     475.9    (feet)  RESET     
 JB0463  ___________________________________________________________________
 JB0463  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JB0463
 JB0463  VERT ORDER  -  THIRD
 JB0463
 JB0463.The horizontal coordinates were scaled from a topographic map and have
 JB0463.an estimated accuracy of +/- 6 seconds.
 JB0463
 JB0463.The orthometric height was computed from unverified reset data.
 JB0463
 JB0463.The geoid height was determined by GEOID03.
 JB0463
 JB0463;                    North         East    Units  Estimated Accuracy
 JB0463;SPC IL E     -   178,070.      254,250.      MT  (+/- 180 meters Scaled)
 JB0463
 JB0463                          SUPERSEDED SURVEY CONTROL
 JB0463
 JB0463.No superseded survey control is available for this station.
 JB0463
 JB0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH376374(NAD 83)
 JB0463_MARKER: DR = REFERENCE MARK DISK
 JB0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0463_STAMPING: HEBRON 1961 NO 4 1973
 JB0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0463+STABILITY: SURFACE MOTION
 JB0463
 JB0463  HISTORY     - Date     Condition        Report By
 JB0463  HISTORY     - 1973     MONUMENTED       NGS
 JB0463
 JB0463                          STATION DESCRIPTION
 JB0463
 JB0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0463'4 MI SE FROM MT VERNON.
 JB0463'AT THE SOUTHEAST ANGLE OF THE INTERCHANGE OF I 64 AND U.S.
 JB0463'HIGHWAY 460, 0.2 MILE EAST OF THE OVERPASS OF HIGHWAY 460 OF I
 JB0463'64, 89 FEET WEST OF A 12 INCH TREE, 69 FEET SOUTHEAST OF THE
 JB0463'CENTERLINE OF A GRAVEL ROAD, 210 FEET SOUTH OF THE CENTERLINE OF
 JB0463'HIGHWAY 460, 1 FOOT SOUTH OF A METAL WITNESS POST AND SET IN THE
 JB0463'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9193 ***********************************************************************
 DE9193  DESIGNATION -  HECKER
 DE9193  PID         -  DE9193
 DE9193  STATE/COUNTY-  IL/MONROE
 DE9193  USGS QUAD   -  NEW ATHENS WEST (1990)
 DE9193
 DE9193                         *CURRENT SURVEY CONTROL
 DE9193  ___________________________________________________________________
 DE9193* NAD 83(1997)-  38 18 17.82728(N)    089 59 07.03236(W)     ADJUSTED  
 DE9193* NAVD 88     -       136.1    (meters)     447.     (feet)  GPS OBS   
 DE9193  ___________________________________________________________________
 DE9193  X           -       1,286.951 (meters)                     COMP
 DE9193  Y           -  -5,011,601.519 (meters)                     COMP
 DE9193  Z           -   3,932,127.755 (meters)                     COMP
 DE9193  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DE9193  ELLIP HEIGHT-         105.86  (meters)          (02/03/05) GPS OBS
 DE9193  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 DE9193
 DE9193  HORZ ORDER  -  FIRST
 DE9193  ELLP ORDER  -  FOURTH    CLASS II
 DE9193
 DE9193.The horizontal coordinates were established by GPS observations
 DE9193.and adjusted by the National Geodetic Survey in January 2003..
 DE9193
 DE9193.The orthometric height was determined by GPS observations and a
 DE9193.high-resolution geoid model.
 DE9193
 DE9193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9193
 DE9193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9193
 DE9193.The ellipsoidal height was determined by GPS observations
 DE9193.and is referenced to NAD 83.
 DE9193
 DE9193.The geoid height was determined by GEOID03.
 DE9193
 DE9193;                    North         East     Units Scale Factor Converg.
 DE9193;SPC IL W     -   181,832.901   715,863.919   MT  0.99994427   +0 06 44.7
 DE9193;SPC IL W     -   596,563.44  2,348,630.21   sFT  0.99994427   +0 06 44.7
 DE9193;UTM  16      - 4,243,868.352   238,961.261   MT  1.00043927   -1 51 05.3
 DE9193;UTM  15      - 4,243,951.957   763,612.393   MT  1.00045591   +1 52 11.1
 DE9193
 DE9193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9193!SPC IL W     -   0.99998339  x   0.99994427  =   0.99992766
 DE9193!UTM  16      -   0.99998339  x   1.00043927  =   1.00042265
 DE9193!UTM  15      -   0.99998339  x   1.00045591  =   1.00043929
 DE9193
 DE9193:                Primary Azimuth Mark                     Grid Az
 DE9193:SPC IL W     -  HECKER AZI                               156 15 52.8
 DE9193:UTM  16      -  HECKER AZI                               158 13 42.8
 DE9193:UTM  15      -  HECKER AZI                               154 30 26.4
 DE9193
 DE9193|---------------------------------------------------------------------|
 DE9193| PID    Reference Object                     Distance      Geod. Az  |
 DE9193|                                                           dddmmss.s |
 DE9193| AF9281 HECKER AZI                          APPROX. 1.3 KM 1562237.5 |
 DE9193|---------------------------------------------------------------------|
 DE9193
 DE9193                          SUPERSEDED SURVEY CONTROL
 DE9193
 DE9193  ELLIP H (01/06/03)  105.91   (m)                       GP(       ) 3 2
 DE9193
 DE9193.Superseded values are not recommended for survey control.
 DE9193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9193.See file dsdata.txt to determine how the superseded data were derived.
 DE9193
 DE9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH3896143868(NAD 83)
 DE9193_MARKER: A = ALUMINUM MARKER
 DE9193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9193_STAMPING: HECKER
 DE9193_MARK LOGO: ILDT  
 DE9193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9193+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9193
 DE9193  HISTORY     - Date     Condition        Report By
 DE9193  HISTORY     - 1996     MONUMENTED       ILDT
 DE9193
 DE9193                          STATION DESCRIPTION
 DE9193
 DE9193'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9193'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9193'STATION IS LOCATED 0.5 MI (0.8 KM) E OF CENTER OF HECKER.  TO REACH
 DE9193'STATION FROM IL ROUTE 159 AND IL ROUTE 156 IN HECKER, GO E ON E MONROE
 DE9193'ST FOR 0.48 MI (0.77 KM) TO HECKER MAINTENANCE YARD GATE ON THE RIGHT,
 DE9193'GO THROUGH GATE AND STATION ON LEFT.  STATION IS 19.7 FEET (6.0 M) S
 DE9193'OF FENCELINE, 14.3 FEET (4.4 M) W OF FENCELINE, 24.9 FEET (7.6 M) SE
 DE9193'OF E GATE POST, 2.6 FEET (0.8 M) SE OF WITNESS POST. STATION IS FLUSH
 DE9193'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9281 ***********************************************************************
 AF9281  CBN         -  This is a Cooperative Base Network Control Station.
 AF9281  DESIGNATION -  HECKER AZI
 AF9281  PID         -  AF9281
 AF9281  STATE/COUNTY-  IL/MONROE
 AF9281  USGS QUAD   -  NEW ATHENS WEST (1990)
 AF9281
 AF9281                         *CURRENT SURVEY CONTROL
 AF9281  ___________________________________________________________________
 AF9281* NAD 83(1997)-  38 17 40.27719(N)    089 58 46.19357(W)     ADJUSTED  
 AF9281* NAVD 88     -       135.4    (meters)     444.     (feet)  GPS OBS   
 AF9281  ___________________________________________________________________
 AF9281  X           -       1,793.526 (meters)                     COMP
 AF9281  Y           -  -5,012,318.483 (meters)                     COMP
 AF9281  Z           -   3,931,218.731 (meters)                     COMP
 AF9281  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AF9281  ELLIP HEIGHT-         105.25  (meters)          (10/15/04) GPS OBS
 AF9281  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AF9281
 AF9281  HORZ ORDER  -  B
 AF9281  ELLP ORDER  -  FOURTH    CLASS II
 AF9281
 AF9281.The horizontal coordinates were established by GPS observations
 AF9281.and adjusted by the National Geodetic Survey in July 1998..
 AF9281
 AF9281.The orthometric height was determined by GPS observations and a
 AF9281.high-resolution geoid model.
 AF9281
 AF9281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9281
 AF9281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9281
 AF9281.The ellipsoidal height was determined by GPS observations
 AF9281.and is referenced to NAD 83.
 AF9281
 AF9281.The geoid height was determined by GEOID03.
 AF9281
 AF9281;                    North         East     Units Scale Factor Converg.
 AF9281;SPC IL W     -   180,676.160   716,372.545   MT  0.99994448   +0 06 57.6
 AF9281;SPC IL W     -   592,768.37  2,350,298.92   sFT  0.99994448   +0 06 57.6
 AF9281;UTM  16      - 4,242,694.283   239,430.182   MT  1.00043626   -1 50 50.8
 AF9281;UTM  15      - 4,242,810.770   764,156.527   MT  1.00045945   +1 52 22.4
 AF9281
 AF9281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9281!SPC IL W     -   0.99998349  x   0.99994448  =   0.99992797
 AF9281!UTM  16      -   0.99998349  x   1.00043626  =   1.00041974
 AF9281!UTM  15      -   0.99998349  x   1.00045945  =   1.00044293
 AF9281
 AF9281:                Primary Azimuth Mark                     Grid Az
 AF9281:SPC IL W     -  HECKER                                   336 15 52.8
 AF9281:UTM  16      -  HECKER                                   338 13 41.2
 AF9281:UTM  15      -  HECKER                                   334 30 28.0
 AF9281
 AF9281|---------------------------------------------------------------------|
 AF9281| PID    Reference Object                     Distance      Geod. Az  |
 AF9281|                                                           dddmmss.s |
 AF9281| DE9193 HECKER                              APPROX. 1.3 KM 3362250.4 |
 AF9281|---------------------------------------------------------------------|
 AF9281
 AF9281                          SUPERSEDED SURVEY CONTROL
 AF9281
 AF9281  ELLIP H (07/17/98)  105.30   (m)                       GP(       ) 4 1
 AF9281
 AF9281.Superseded values are not recommended for survey control.
 AF9281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9281.See file dsdata.txt to determine how the superseded data were derived.
 AF9281
 AF9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH3943042694(NAD 83)
 AF9281_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 AF9281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9281_STAMPING: HECKER AZI 1996
 AF9281_MARK LOGO: ILDT  
 AF9281_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9281+STABILITY: SURFACE MOTION
 AF9281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9281+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1999
 AF9281
 AF9281  HISTORY     - Date     Condition        Report By
 AF9281  HISTORY     - 1996     MONUMENTED       ILDT
 AF9281  HISTORY     - 19990121 GOOD             TWM
 AF9281  HISTORY     - 19990830 GOOD             NGS
 AF9281
 AF9281                          STATION DESCRIPTION
 AF9281
 AF9281'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (MBF)
 AF9281'THE STATION IS ABOUT 1.1 MI (1.8 KM) SOUTHEAST OF HECKER.  TO REACH
 AF9281'FROM THE JUNCTION OF STATE ROUTES 156 AND 159 AT HECKER, PROCEED SOUTH
 AF9281'ON ROUTE 159 FOR 0.73 MI (1.17 KM) TO BRAUN ROAD, TURN LEFT, EAST FOR
 AF9281'0.8 MI (1.3 KM) TO THE STATION ON THE LEFT.  IT IS 5.8 M (19.0 FT)
 AF9281'NORTH OF THE CENTER OF THE ROAD, 12.6 M (41.3 FT) NORTH OF TELEPHONE
 AF9281'CABLE SPLICE BOX ACROSS ROAD, 5.3 M (17.4 FT) SOUTHWEST OF A POWER
 AF9281'POLE, AND 0.3 M (1.0 FT) SOUTH OF A METAL ILDT WITNESS POST.
 AF9281
 AF9281                          STATION RECOVERY (1999)
 AF9281
 AF9281'RECOVERY NOTE BY THOUVENOT, WADE AND MOERCHEN 1999 (JDW)
 AF9281'RECOVERED AS DESCRIBED.
 AF9281
 AF9281                          STATION RECOVERY (1999)
 AF9281
 AF9281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RB)
 AF9281'RECOVERED AS DESCRIBED
 AF9281'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1054 ***********************************************************************
 NH1054  DESIGNATION -  HEGEMAN
 NH1054  PID         -  NH1054
 NH1054  STATE/COUNTY-  IL/LAKE
 NH1054  USGS QUAD   -  FOX LAKE (1993)
 NH1054
 NH1054                         *CURRENT SURVEY CONTROL
 NH1054  ___________________________________________________________________
 NH1054* NAD 83(1997)-  42 29 37.58616(N)    088 11 35.64010(W)     ADJUSTED  
 NH1054* NAVD 88     -       291.8    (meters)     957.     (feet)  GPS OBS   
 NH1054  ___________________________________________________________________
 NH1054  X           -     148,510.538 (meters)                     COMP
 NH1054  Y           -  -4,707,971.824 (meters)                     COMP
 NH1054  Z           -   4,286,378.781 (meters)                     COMP
 NH1054  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 NH1054  ELLIP HEIGHT-         257.56  (meters)          (04/23/01) GPS OBS
 NH1054  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NH1054
 NH1054  HORZ ORDER  -  FIRST
 NH1054  ELLP ORDER  -  THIRD     CLASS I
 NH1054
 NH1054.The horizontal coordinates were established by GPS observations
 NH1054.and adjusted by the National Geodetic Survey in April 2001..
 NH1054
 NH1054.The orthometric height was determined by GPS observations and a
 NH1054.high-resolution geoid model.
 NH1054
 NH1054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1054
 NH1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1054
 NH1054.The ellipsoidal height was determined by GPS observations
 NH1054.and is referenced to NAD 83.
 NH1054
 NH1054.The geoid height was determined by GEOID03.
 NH1054
 NH1054;                    North         East     Units Scale Factor Converg.
 NH1054;SPC IL E     -   646,958.210   311,516.935   MT  0.99997663   +0 05 40.7
 NH1054;SPC IL E     - 2,122,562.06  1,022,035.14   sFT  0.99997663   +0 05 40.7
 NH1054;SPC WI S     -    56,464.079   748,525.996   MT  1.00005691   +1 14 29.2
 NH1054;SPC WI S     -   185,249.23  2,455,789.04   sFT  1.00005691   +1 14 29.2
 NH1054;UTM  16      - 4,705,291.512   401,946.271   MT  0.99971829   -0 48 22.0
 NH1054
 NH1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1054!SPC IL E     -   0.99995961  x   0.99997663  =   0.99993624
 NH1054!SPC WI S     -   0.99995961  x   1.00005691  =   1.00001652
 NH1054!UTM  16      -   0.99995961  x   0.99971829  =   0.99967791
 NH1054
 NH1054:                Primary Azimuth Mark                     Grid Az
 NH1054:SPC IL E     -  ANTIOCH MUNICIPAL TANK                   102 01 04.6
 NH1054:SPC WI S     -  ANTIOCH MUNICIPAL TANK                   100 52 16.1
 NH1054:UTM  16      -  ANTIOCH MUNICIPAL TANK                   102 55 07.3
 NH1054
 NH1054|---------------------------------------------------------------------|
 NH1054| PID    Reference Object                     Distance      Geod. Az  |
 NH1054|                                                           dddmmss.s |
 NH1054| NH1033 ANTIOCH MUNICIPAL TANK              APPROX. 8.0 KM 1020645.3 |
 NH1054| NH1056 FOX LAKE MUNICIPAL TANK             APPROX.10.6 KM 1744102.2 |
 NH1054| CI9742 HEGEMAN RM 1                         18.885 METERS 18956     |
 NH1054| NH1131 WOODSTOCK ST MARYS CH TOWER         APPROX.28.8 KM 2271819.2 |
 NH1054| NH1132 WOODSTOCK PWR AND LT CO STK         APPROX.28.6 KM 2273521.4 |
 NH1054| CI9743 HEGEMAN RM 2                         32.489 METERS 28452     |
 NH1054| CI9741 HEGEMAN AZ MK                                      3204144.8 |
 NH1054| NH0994 BURLINGTON BREWING CO TANK          APPROX.21.3 KM 3394018.7 |
 NH1054| NH0995 BURLINGTON MUNICIPAL TANK           APPROX.22.3 KM 3400326.3 |
 NH1054| NH0993 BURLINGTON ST MARYS CH SPIRE        APPROX.21.5 KM 3401706.3 |
 NH1054| NH0988 NEW MUNSTER ALPHONSE CHURCH         APPROX.10.0 KM 3440241.2 |
 NH1054|---------------------------------------------------------------------|
 NH1054
 NH1054                          SUPERSEDED SURVEY CONTROL
 NH1054
 NH1054  NAD 83(1997)-  42 29 37.58317(N)    088 11 35.64545(W) AD(       ) 1
 NH1054  NAD 83(1997)-  42 29 37.58304(N)    088 11 35.64533(W) AD(       ) 1
 NH1054  NAD 83(1997)-  42 29 37.58297(N)    088 11 35.64701(W) AD(       ) 1
 NH1054  NAD 83(1986)-  42 29 37.57988(N)    088 11 35.65514(W) AD(       ) 1
 NH1054  NAD 27      -  42 29 37.51100(N)    088 11 35.33600(W) AD(       ) 1
 NH1054
 NH1054.Superseded values are not recommended for survey control.
 NH1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1054.See file dsdata.txt to determine how the superseded data were derived.
 NH1054
 NH1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0194605292(NAD 83)
 NH1054_MARKER: DS = TRIANGULATION STATION DISK
 NH1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1054_STAMPING: HEGEMAN 1935
 NH1054_MARK LOGO: NONE  
 NH1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1054+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 NH1054
 NH1054  HISTORY     - Date     Condition        Report By
 NH1054  HISTORY     - 1935     MONUMENTED       CGS
 NH1054  HISTORY     - 1946     GOOD             CGS
 NH1054  HISTORY     - 1947     GOOD             CGS
 NH1054  HISTORY     - 1966     GOOD             CGS
 NH1054  HISTORY     - 1975     GOOD             LOCSUR
 NH1054  HISTORY     - 1975     GOOD             ALSTER
 NH1054  HISTORY     - 19940515 MARK NOT FOUND   USPSQD
 NH1054  HISTORY     - 19950429 POOR             USPSQD
 NH1054  HISTORY     - 20000327 POOR             SECI
 NH1054  HISTORY     - 20000808 POOR             SECI
 NH1054  HISTORY     - 20041025 POOR             USPSQD
 NH1054
 NH1054                          STATION DESCRIPTION
 NH1054
 NH1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1054'STATION IS ABOUT 5 MILES WNW OF ANTIOCH, ILLINOIS, ABOUT 4
 NH1054'MILES NNE OF SPRING GROVE, ILLINOIS, ABOUT 1-1/2 MILES SSW
 NH1054'OF WILMOT, WISCONSIN, IN THE EXTREME NORTHWEST CORNER OF
 NH1054'LAKE COUNTY, ABOUT 0.1 MILE SOUTH OF THE ILLINOIS-WISCONSIN
 NH1054'STATE BOUNDARY, ABOUT 0.6 MILE WEST OF THE FOX RIVER, IN
 NH1054'SW 1/4 SEC. 4 T 46 N R 9 E, ON FARM OWNED BY LOUIS HEGEMAN
 NH1054'OF WILMOT, WISCONSIN, AND OCCUPIED BY HIS SON, ABOUT 0.5
 NH1054'MILE NE OF HIS HOUSE, ON HIGHEST POINT OF PROMINENT
 NH1054'NORTHEAST-SOUTHWEST RIDGE IN PASTURE, ABOUT 350 FEET NE OF SW
 NH1054'END OF THE RIDGE, 73 FEET NORTH OF LONE TRIANGULAR-BLAZED
 NH1054'15-INCH SCRUB OAK THAT STANDS AT BEGINNING OF SE SLOPE OF
 NH1054'RIDGE, 130 FEET EAST OF DIAMOND-BLAZED 15-INCH SCRUB OAK
 NH1054'THAT STANDS ON NW SLOPE OF RIDGE, 33 FEET WNW OF A SMALL
 NH1054'GRANITE BOULDER.  THE MARK IS FLUSH WITH THE SURFACE.
 NH1054'
 NH1054'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1054'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1054'
 NH1054'AZ. MK. IS NW OF STATION, IN SW ANGLE OF T ROAD INTERSECTION,
 NH1054'25 FEET WEST OF CENTER-LINE OF THE NORTH-SOUTH GRAVEL T
 NH1054'ROAD, 55 FEET SOUTH OF CENTER-LINE OF THE EAST-WEST GRAVEL
 NH1054'ROAD, ON RIGHT-OF-WAY FENCE LINE, 27 FEET SOUTH OF THE NE
 NH1054'CORNER-POST, 9 FEET SW OF THE TELEPHONE POLE.  IT PROJECTS
 NH1054'5 INCHES.
 NH1054'
 NH1054'R.M. NO. 1 IS SSW OF STATION, AT EDGE OF SE SLOPE OF RIDGE,
 NH1054'14 FEET NW OF THE LONE TRIANGULAR-BLAZED 15-INCH SCRUB OAK
 NH1054'TREE.  IT IS FLUSH WITH THE SURFACE.
 NH1054'
 NH1054'R.M. NO. 2 IS WNW OF STATION, ON NW SLOPE OF RIDGE, 29 FEET
 NH1054'NE OF THE DIAMOND-BLAZED 15-INCH SCRUB OAK TREE, 127.82 FEET
 NH1054'NW OF R.M. NO. 1.  IT IS FLUSH WITH THE SURFACE.
 NH1054'
 NH1054'THE WEATHER VANE WAS THE OBJECT POINTED ON, ON THE ANTIOCH
 NH1054'MUNICIPAL TANK.
 NH1054'
 NH1054'THE SILVER BALL WAS THE OBJECT POINTED ON, ON THE FOX LAKE
 NH1054'MUNICIPAL TANK.
 NH1054'
 NH1054'THE CROSS WAS THE OBJECT POINTED ON, ON THE SPIRE OF THE ST.
 NH1054'ALPHONSES CHURCH IN NEW MUNSTER, WISCONSIN.
 NH1054'
 NH1054'TO REACH FROM THE POST OFFICE IN WILMOT, WISCONSIN, GO SOUTH
 NH1054'AND WEST ON GRAVEL ROAD 1.2 MILES TO T ROAD SOUTH.  THENCE
 NH1054'SOUTH ON T ROAD 0.7 MILE TO MR. HEGEMANS HOUSE ON WEST SIDE
 NH1054'OF ROAD AND GATE INTO CATTLE LANE ON EAST SIDE OF ROAD.  THENCE
 NH1054'THRU GATE AND NORTH ON CATTLE LANE 0.2 MILE.  THENCE ENE 0.4
 NH1054'MILE ALONG DIM TRAIL TO HIGHEST POINT OF RIDGE AND STATION.
 NH1054'
 NH1054'A 74-FOOT SIGNAL AT DYSON IS VISIBLE FROM THE GROUND.
 NH1054'
 NH1054'A 100-FOOT SIGNAL AT DOVER 1873, 1920 COMES INTO VIEW AT
 NH1054'15 FEET.
 NH1054'
 NH1054'A 100-FOOT SIGNAL AT BRISTOL R.M. 1873 IS VISIBLE FROM THE
 NH1054'GROUND.
 NH1054'
 NH1054'A 100-FOOT SIGNAL AT NIPPER IS VISIBLE FROM THE GROUND.
 NH1054'
 NH1054'A 100-FOOT SIGNAL AT TRYON COMES INTO VIEW AT 30 FEET.
 NH1054'
 NH1054'A 100-FOOT SIGNAL AT BAKER IS VISIBLE FROM THE GROUND.
 NH1054'
 NH1054'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FT.
 NH1054
 NH1054                          STATION RECOVERY (1946)
 NH1054
 NH1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CDM)
 NH1054'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED EXACTLY
 NH1054'AS DESCRIBED AND FOUND IN EXCELLENT CONDITION.
 NH1054
 NH1054                          STATION RECOVERY (1947)
 NH1054
 NH1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAS)
 NH1054'DESCRIPTION AND CONDITION OF MONUMENT GOOD.
 NH1054
 NH1054                          STATION RECOVERY (1966)
 NH1054
 NH1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1054'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 NH1054'CONDITION.  THERE HAS BEEN A SKI LIFT ERECTED IN THE VICINITY
 NH1054'OF THE STATION AND THE STATION MARK IS 36 FEET NORTHWEST OF THE
 NH1054'SOUTH ONE OF TWO POLES SUPPORTING THE LIFT.
 NH1054'
 NH1054'THE AZIMUTH MARK IS AS DESCRIBED AND A METAL WITNESS POST
 NH1054'WAS SET 1 FOOT SOUTH OF THE MARK.
 NH1054'
 NH1054'THE GRAVEL ROAD MENTIONED IN THE PREVIOUS DESCRIPTION IS
 NH1054'NOW COUNTY ROAD W (FOX RIVER ROAD).  THE TO REACH TO THE
 NH1054'AZIMUTH MARK IS GOOD BUT NOT TO THE STATION.  THE STATION WAS
 NH1054'REACHED AT THIS TIME BY GOING TO THE SOUTH EDGE OF THE WILMOT
 NH1054'SKI RESORT AND PACKING WESTERLY UPHILL TO THE SOUTH ONE
 NH1054'OF SEVERAL KNOLLS AND THE STATION.
 NH1054'
 NH1054'THERE IS A ROAD SOUTH OF THE STATION BUT DUE TO LOCKED GATES
 NH1054'NO DESCRIPTION COULD BE WRITTEN AT THIS TIME.
 NH1054
 NH1054                          STATION RECOVERY (1975)
 NH1054
 NH1054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (ARS)
 NH1054'HEGEMAN-ALL MARKS FOUND IN GOOD CONDITION-DESCRIPTION IS
 NH1054'OBSOLETE.  L.O.S. TO AZIMUTH MARK ONLY
 NH1054'IN WINTER.
 NH1054
 NH1054                          STATION RECOVERY (1975)
 NH1054
 NH1054'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (LC)
 NH1054'HEGEMAN 1935-GOOD
 NH1054'
 NH1054'HEGEMAN NO 1 1935-GOOD
 NH1054'
 NH1054'HEGEMAN NO 2 1935-GOOD
 NH1054'
 NH1054'HEGEMAN 1935 AZ MK-GOOD--
 NH1054'
 NH1054'AZ MK IS NOT VISIBLE FROM GROUND
 NH1054
 NH1054                          STATION RECOVERY (1994)
 NH1054
 NH1054'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1054'MARK NOT FOUND.
 NH1054
 NH1054                          STATION RECOVERY (1995)
 NH1054
 NH1054'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1054'MARK RECOVERED IN POOR CONDITION.
 NH1054
 NH1054                          STATION RECOVERY (2000)
 NH1054
 NH1054'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RW)
 NH1054'FROM THE INTERSECTION OF THE ILLINOIS/WISCONSIN STATE LINE AND WILMOT
 NH1054'RD. GO 0.1 MILES SOUTH ON WILMOT RD. TO A GATED ENTRANCE TO THE LAKE
 NH1054'COUNTY FOREST PRESERVE ON LEFT. GO EAST THROUGH FIELD AND FOLLOW TWO
 NH1054'TRACK TRAIL ABOUT 1700 FT. TO STATION ON TOP OF KNOLL.  GPS STAKEOUT
 NH1054'WILL BE HELPFUL.
 NH1054
 NH1054                          STATION RECOVERY (2000)
 NH1054
 NH1054'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RJW)
 NH1054'TO REACH FROM THE INTERSECTION OF IL RT 173 AND WILMOT ROAD
 NH1054'PROCEED NORTH ON WILMOT ROAD FOR 0.7 MI TO GATED ENTRANCE TO
 NH1054'THE LAKE COUNTY FOREST PRESERVE (GANDER MOUNTAIN).  THEN
 NH1054'PROCEED ON FOOT EASTERLY ON TWO TRACK GRASS TRAIL
 NH1054'APPROXIMATELY 1700 FT TO STATION ON TOP OF GRASSY KNOLL.  GPS
 NH1054'STAKEOUT MAY BE HELPFUL.
 NH1054'
 NH1054
 NH1054                          STATION RECOVERY (2004)
 NH1054
 NH1054'RECOVERY NOTE BY US POWER SQUADRON 2004 (MBL)
 NH1054'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1995 ***********************************************************************
 LC1995  DESIGNATION -  HEIGHTS
 LC1995  PID         -  LC1995
 LC1995  STATE/COUNTY-  IL/PEORIA
 LC1995  USGS QUAD   -  PEORIA EAST (1996)
 LC1995
 LC1995                         *CURRENT SURVEY CONTROL
 LC1995  ___________________________________________________________________
 LC1995* NAD 83(1997)-  40 44 50.74570(N)    089 34 32.93502(W)     ADJUSTED  
 LC1995* NAVD 88     -       240.28   (+/-2cm)     788.3    (feet)  VERTCON   
 LC1995  ___________________________________________________________________
 LC1995  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 LC1995  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LC1995
 LC1995  HORZ ORDER  -  FIRST
 LC1995  VERT ORDER  -  THIRD ? (See Below)
 LC1995
 LC1995.The horizontal coordinates were established by classical geodetic methods
 LC1995.and adjusted by the National Geodetic Survey in October 1999..
 LC1995
 LC1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1995.The vertical order pertains to the NGVD 29 superseded value.
 LC1995
 LC1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1995
 LC1995.The geoid height was determined by GEOID03.
 LC1995
 LC1995;                    North         East     Units Scale Factor Converg.
 LC1995;SPC IL W     -   453,146.773   749,897.867   MT  0.99997181   +0 23 08.4
 LC1995;SPC IL W     - 1,486,699.04  2,460,289.92   sFT  0.99997181   +0 23 08.4
 LC1995;UTM  16      - 4,513,911.788   282,534.184   MT  1.00018212   -1 40 55.1
 LC1995
 LC1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1995!SPC IL W     -   0.99996747  x   0.99997181  =   0.99993928
 LC1995!UTM  16      -   0.99996747  x   1.00018212  =   1.00014958
 LC1995
 LC1995|---------------------------------------------------------------------|
 LC1995| PID    Reference Object                     Distance      Geod. Az  |
 LC1995|                                                           dddmmss.s |
 LC1995| LC1994 PEORIA HEIGHTS WATER TANK            11.160 METERS 07344     |
 LC1995| CI7511 HEIGHTS RM 3                         10.888 METERS 08749     |
 LC1995| LC1977 PEORIA HTS TOWER PARK OBS TWR       APPROX. 0.6 KM 0962958.2 |
 LC1995| LC1998 PEORIA HTS GRANDVIEW PARK TK        APPROX. 1.2 KM 1072336.5 |
 LC1995| LC1988 HEIGHTS 2                            31.824 METERS 11203     |
 LC1995| LC1888 MORTON MUNICIPAL TANK               APPROX.17.9 KM 1475440.2 |
 LC1995| LC2004 PEORIA HTS WATER WORKS CO TANK      APPROX. 1.5 KM 1572500.9 |
 LC1995| LC1991 PEORIA HTS PREM PABST CORP TWR      APPROX. 0.5 KM 1685249.0 |
 LC1995| LC1989 PEORIA HTS PREM PABST CORP STK      APPROX. 0.5 KM 1761814.9 |
 LC1995| LC1983 EAST PEORIA MUN STANDPIPE           APPROX. 9.5 KM 1774457.2 |
 LC1995| LC1980 RAMIGE                              APPROX.10.5 KM 1863727.3 |
 LC1995| LC1976 EAST PEORIA C ILL LT CO E STK       APPROX. 7.1 KM 1872638.2 |
 LC1995| LC1975 EAST PEORIA C ILL LT CO W STK       APPROX. 7.0 KM 1873839.9 |
 LC1995| LC1969 PEORIA ST MARYS CATH NE SPIRE       APPROX. 5.5 KM 1875321.6 |
 LC1995| LC1982 PEORIA ST MARYS CATH SW SPIRE       APPROX. 5.5 KM 1880052.0 |
 LC1995| LC1997 PEORIA GLEN OAK SCHOOL CHIMNEY      APPROX. 3.9 KM 1893636.3 |
 LC1995| LC1978 PEORIA ALLIANCE LIFE INS CUP        APPROX. 6.1 KM 1914733.0 |
 LC1995| LC1981 PEORIA ST FRANCIS HOSP CUPOLA       APPROX. 5.2 KM 1940139.9 |
 LC1995| LC1985 PEORIA ST BERNARDS CATH CH CUP      APPROX. 4.1 KM 1941843.4 |
 LC1995| LC1993 PEORIA H WALKER AND SONS STK        APPROX. 8.2 KM 1972543.2 |
 LC1995| LC1996 PEORIA ST JOSEPHS CH SPIRE          APPROX. 6.9 KM 2001317.6 |
 LC1995| LC2000 PEORIA ST PATRICKS CATH CH          APPROX. 7.4 KM 2023609.4 |
 LC1995| LC1987 PEORIA CENTURY DISTILL BLK TK       APPROX. 9.9 KM 2030350.2 |
 LC1995| LC1970 PEORIA CENTURY DISTILL CO STK       APPROX.10.1 KM 2032256.5 |
 LC1995| LC2020 PEORIA COML SOLVENTS SHORT STK      APPROX.10.4 KM 2034154.2 |
 LC1995| LC2026 PEORIA COML SOLVENTS TALL STK       APPROX.10.4 KM 2034804.7 |
 LC1995| LC1967 PEORIA CENTURY DISTILL SILV TK      APPROX. 9.8 KM 2035928.4 |
 LC1995| LC1971 PEORIA CENTRAL HIGH SCHOOL STK      APPROX. 4.9 KM 2043359.2 |
 LC1995| LC2033 PEORIA BARRETT CO STACK             APPROX.10.9 KM 2050629.9 |
 LC1995| LC2023 PEORIA HOME GOOD SHEPHERD CUP       APPROX. 9.2 KM 2072135.8 |
 LC1995| LC1992 PEORIA FRANKLIN SCHOOL STACK        APPROX. 5.5 KM 2072528.4 |
 LC1995| LC2028 PEORIA CHRIST EVAN LUTH CHURCH      APPROX. 9.1 KM 2074334.8 |
 LC1995| LC2029 BARTONVILLE KEYSTONE STEEL TK       APPROX.13.0 KM 2080210.8 |
 LC1995| LC1999 PEORIA ST MARKS CATH CH SPIRE       APPROX. 6.4 KM 2081131.3 |
 LC1995| LC2031 BARTONVILLE PEORIA ST HOSP TK       APPROX.14.2 KM 2112413.0 |
 LC1995| LC2030 BARTONVILLE PEORIA ST HOSP STK      APPROX.14.1 KM 2113857.9 |
 LC1995| LC2003 PEORIA BRADLEY INSTITUTE TOWER      APPROX. 6.6 KM 2115148.2 |
 LC1995| LC2002 PEORIA BRADLEY INST PWR HSE SK      APPROX. 6.5 KM 2130817.6 |
 LC1995| LC2032 PEORIA MUN LANDING FLD AWY BCN      APPROX.12.9 KM 2231433.0 |
 LC1995| LC2022 PEORIA GUARDIAN ANGEL ORP CUP       APPROX. 7.5 KM 2252124.5 |
 LC1995| CI7509 HEIGHTS RM 1                         28.397 METERS 24806     |
 LC1995| LC2007 HEIGHTS AZ MK                       197.688 METERS 26234     |
 LC1995| CI7510 HEIGHTS RM 2                         23.055 METERS 32530     |
 LC1995|---------------------------------------------------------------------|
 LC1995
 LC1995                          SUPERSEDED SURVEY CONTROL
 LC1995
 LC1995  NAD 83(1986)-  40 44 50.75705(N)    089 34 32.93718(W) AD(       ) 1
 LC1995  NAD 27      -  40 44 50.62019(N)    089 34 32.59406(W) AD(       ) 1
 LC1995  NGVD 29 (07/19/86)  240.37   (m)          788.6    (f) LEVELING    3  
 LC1995
 LC1995.Superseded values are not recommended for survey control.
 LC1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1995.See file dsdata.txt to determine how the superseded data were derived.
 LC1995
 LC1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8253413912(NAD 83)
 LC1995_MARKER: DS = TRIANGULATION STATION DISK
 LC1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1995
 LC1995  HISTORY     - Date     Condition        Report By
 LC1995  HISTORY     - 1935     MONUMENTED       CGS
 LC1995  HISTORY     - 1960     GOOD             CGS
 LC1995  HISTORY     - 1971     GOOD             NGS
 LC1995  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC1995
 LC1995                          STATION DESCRIPTION
 LC1995
 LC1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC1995'STATION IS IN THE NORTHERN PART OF PEORIA HEIGHTS, 20 FEET E
 LC1995'OF THE SE CORNER OF THE PUMP HOUSE, 36.6 FEET WSW OF THE CENTER
 LC1995'PIPE OF THE PEORIA HEIGHTS MUNICIPAL WATER TANK, 38 FEET
 LC1995'N OF THE N EDGE OF THE SIDEWALK N OF THE INTERSECTION OF
 LC1995'KINGMAN AND PARK AVENUES.  MARK IS FLUSH WITH THE GROUND.
 LC1995'
 LC1995'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1995'BRONZE DISKS SET IN CONCRETE.
 LC1995'
 LC1995'REFERENCE MARK NO. 1 IS 93.09 FEET WSW OF THE STATION MARK,
 LC1995'5 FEET W OF HIGHLINE POLE, 6 INCHES N OF THE SIDEWALK, 20
 LC1995'FEET N OF AN E-W STREET.  FLUSH WITH THE GROUND.
 LC1995'
 LC1995'REFERENCE MARK NO. 2 IS 75.64 FEET NNW OF THE STATION, 32
 LC1995'FEET NE OF THE NW CORNER OF THE PUMP HOUSE, 2 INCHES SE OF
 LC1995'THE CONCRETE DRIVEWAY.  FLUSH WITH THE GROUND.
 LC1995'
 LC1995'AZIMUTH MARK IS W OF THE STATION ON THE SW CORNER OF THE
 LC1995'INTERSECTION, 21 FEET S OF THE FIRE PLUG, 21 FEET W OF THE
 LC1995'CENTER LINE OF THE N-S STREET.  FLUSH WITH THE GROUND.
 LC1995'
 LC1995'THE PEORIA HEIGHTS MUNICIPAL TANK IS A SQUAT SILVER TANK,
 LC1995'WITH AN OVAL BOTTOM AND A CONICAL TOP.  THERE IS A CATWALK
 LC1995'AT THE TOP OF THE LEGS, AROUND THE TANK.  TANK IS ABOUT 125
 LC1995'FEET HIGH.
 LC1995'
 LC1995'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 LC1995
 LC1995                          STATION RECOVERY (1960)
 LC1995
 LC1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 LC1995'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LC1995'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 LC1995'1935 DESCRIPTION IS ADEQUATE FOR RECOVERY.  A GARAGE HAS BEEN
 LC1995'BUILT AT THE STATION MARK AND OBSTRUCTS THE LINE TO REFERENCE
 LC1995'MARK 2.  A METAL CONTAINER WITH A COVER WAS PLACED AROUND THE
 LC1995'STATION MARK WHEN THE CONCRETE DRIVEWAY WAS POURED.  THE MARK
 LC1995'IS NOW 10 INCHES SOUTH OF THE CENTER OF THE SOUTH EDGE OF
 LC1995'THE GARAGE AND 2 INCHES BELOW THE DRIVEWAY SURFACE.
 LC1995
 LC1995                          STATION RECOVERY (1971)
 LC1995
 LC1995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LC1995'ALL MARKS WERE FOUND IN GOOD CONDITION, REFERENCE MARK 2 IS
 LC1995'NOW OBSTRUCTED BY BUILDING AND A REFERENCE MARK 3 WAS SET.
 LC1995'REFERENCE MARK 1 IS AGAINST A SMALL TREE AND THE DISTANCE WAS
 LC1995'FOUND TO BE 0.07 OF A FOOT LONGER TO IT AND THE DIRECTION
 LC1995'FAILED TO CHECK BY 4 MINUTES AND 15 SECONDS.  THIS IS THOUGHT
 LC1995'TO BE CAUSED BY THE TREE ROOTS PUTING PRESSURE ON THE MARK.
 LC1995'A NEW STATION HEIGHT 2 1971 WAS SET SINCE THIS STATION MARK
 LC1995'IS JUST A FEW INCHES FROM THE WALL OF A GARAGE.  ALL MARKS
 LC1995'WERE LEFT INTACT.  A NEW DESCRIPTION FOLLOWS--
 LC1995'
 LC1995'THE STATION IS LOCATED IN THE NORTH EDGE OF PEORIA HEIGHTS,
 LC1995'36 FEET WEST OF THE CENTER OF THE PEORIA HEIGHTS WATER TANK,
 LC1995'20 FEET EAST OF THE SOUTHEAST CORNER OF BRICK PUMP HOUSE,
 LC1995'ABOUT 80 FEET NORTHEAST OF THE INTERSECTION OF KINGMAN AVE
 LC1995'AND PARK STREET, 1 FOOT SOUTH OF THE SOUTH WALL OF GARAGE OF
 LC1995'PUMP HOUSE, 12 FEET WEST OF THE SOUTHEAST CORNER OF GARAGE,
 LC1995'12 FEET EAST OF THE SOUTHWEST CORNER OF GARAGE AND 59 FEET
 LC1995'NORTH OF THE CENTERLINE OF KINGMAN AVE.  THE MONUMENT IS
 LC1995'ENCASED IN A SQUARE METAL BOX WITH A METAL COVER IN THE
 LC1995'CENTER OF THE CONCRETE DRIVEWAY TO GARAGE.  THE MONUMENT IS 4
 LC1995'INCHES BELOW THE SURFACE OF THE DRIVEWAY AND THE DISK IS STAMPED
 LC1995'HEIGHTS 1935.
 LC1995'
 LC1995'REFERENCE MARK 1 IS 6 INCHES NORTH OF THE NORTH EDGE OF
 LC1995'SIDEWALK, 6 INCHES NORTHWEST OF A 10 INCH ELM TREE, 7 FEET
 LC1995'WEST OF A POWER POLE AND 20 FEET NORTH OF THE CENTERLINE OF
 LC1995'KINGMAN AVE.  THE MONUMENT IS 3 INCHES UNDERGROUND AND THE
 LC1995'DISK IS STAMPED HEIGHTS NO 1 1935.
 LC1995'
 LC1995'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HEIGHTS 1935 NO
 LC1995'3 1971, SET IN A DRILL HOLE IN A CONCRETE SLAB AT THE BASE
 LC1995'OF WATER TANK RISER PIPE, 61 FEET NORTH OF THE CENTERLINE
 LC1995'OF KINGMAN AVE AND 24 FEET EAST OF THE SOUTHEAST CORNER
 LC1995'OF THE GARAGE.
 LC1995'
 LC1995'THE AZIMUTH MARK IS 21 FEET SOUTH OF FIRE HYDRANT, 21 FEET
 LC1995'WEST OF THE CENTERLINE OF CLARENDON AVE., 44 FEET SOUTH OF
 LC1995'THE CENTERLINE OF KINGMAN AVE., 5 FEET WEST OF A STONE WALL AND
 LC1995'IN THE FRONT LAWN OF A HOUSE AT 215 CLARENDON AVE.  THE
 LC1995'MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS STAMPED
 LC1995'HEIGHTS AZIMUTH 1935.
 LC1995'
 LC1995'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1995'
 LC1995'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PEORIA
 LC1995'HEIGHTS
 LC1995
 LC1995                          STATION RECOVERY (1999)
 LC1995
 LC1995'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1988 ***********************************************************************
 LC1988  DESIGNATION -  HEIGHTS 2
 LC1988  PID         -  LC1988
 LC1988  STATE/COUNTY-  IL/PEORIA
 LC1988  USGS QUAD   -  PEORIA EAST (1996)
 LC1988
 LC1988                         *CURRENT SURVEY CONTROL
 LC1988  ___________________________________________________________________
 LC1988* NAD 83(1997)-  40 44 50.35829(N)    089 34 31.67776(W)     ADJUSTED  
 LC1988* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 LC1988  ___________________________________________________________________
 LC1988  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 LC1988  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LC1988
 LC1988  HORZ ORDER  -  FIRST
 LC1988
 LC1988.The horizontal coordinates were established by classical geodetic methods
 LC1988.and adjusted by the National Geodetic Survey in October 1999..
 LC1988
 LC1988.The orthometric height was scaled from a topographic map.
 LC1988
 LC1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1988
 LC1988.The geoid height was determined by GEOID03.
 LC1988
 LC1988;                    North         East     Units Scale Factor Converg.
 LC1988;SPC IL W     -   453,135.022   749,927.441   MT  0.99997185   +0 23 09.2
 LC1988;SPC IL W     - 1,486,660.48  2,460,386.95   sFT  0.99997185   +0 23 09.2
 LC1988;UTM  16      - 4,513,898.975   282,563.321   MT  1.00018197   -1 40 54.2
 LC1988
 LC1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1988!SPC IL W     -   0.99996752  x   0.99997185  =   0.99993937
 LC1988!UTM  16      -   0.99996752  x   1.00018197  =   1.00014949
 LC1988
 LC1988:                Primary Azimuth Mark                     Grid Az
 LC1988:SPC IL W     -  HEIGHTS 2 AZ MK                          092 02 26.5
 LC1988:UTM  16      -  HEIGHTS 2 AZ MK                          094 06 29.9
 LC1988
 LC1988|---------------------------------------------------------------------|
 LC1988| PID    Reference Object                     Distance      Geod. Az  |
 LC1988|                                                           dddmmss.s |
 LC1988| LC2005 HEIGHTS 2 AZ MK                     APPROX. 0.6 KM 0922535.7 |
 LC1988| CI7512 HEIGHTS 2 RM 4                       24.630 METERS 11748     |
 LC1988| LC1995 HEIGHTS                              31.824 METERS 29203     |
 LC1988| CI7511 HEIGHTS RM 3                         22.355 METERS 30335     |
 LC1988|---------------------------------------------------------------------|
 LC1988
 LC1988                          SUPERSEDED SURVEY CONTROL
 LC1988
 LC1988  NAD 83(1986)-  40 44 50.36966(N)    089 34 31.67998(W) AD(       ) 1
 LC1988  NAD 27      -  40 44 50.23283(N)    089 34 31.33682(W) AD(       ) 1
 LC1988
 LC1988.Superseded values are not recommended for survey control.
 LC1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1988.See file dsdata.txt to determine how the superseded data were derived.
 LC1988
 LC1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8256313899(NAD 83)
 LC1988_MARKER: DD = SURVEY DISK
 LC1988_SETTING: 0 = UNSPECIFIED SETTING
 LC1988
 LC1988  HISTORY     - Date     Condition        Report By
 LC1988  HISTORY     - 1971     MONUMENTED       NGS
 LC1988  HISTORY     - 19990228 MARK NOT FOUND   USPSQD
 LC1988
 LC1988                          STATION DESCRIPTION
 LC1988
 LC1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LC1988'THE STATION IS LOCATED AT THE NORTH EDGE OF PEORIA HEIGHTS,
 LC1988'ABOUT 75 FEET SOUTHEAST OF THE PEORIA HEIGHTS WATER TANK,
 LC1988'61 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE TANK, 46 FEET
 LC1988'WEST OF THE CENTERLINE OF EUCLID AVE., 20 FEET NORTH OF THE
 LC1988'CENTERLINE OF KINGMAN AVE., 11 FEET EAST OF A POWER POLE AND
 LC1988'1 FOOT NORTH OF THE NORTH EDGE OF SIDEWALK.  THE MONUMENT
 LC1988'IS FLUSH AND THE DISK IS STAMPED HEIGHTS 2 1971.
 LC1988'
 LC1988'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HEIGHTS 1939 NO
 LC1988'3 1971 SET IN A DRILL HOLE IN A CONCRETE SLAB AT THE BASE
 LC1988'OF THE WATER TANK RISER PIPE, 61 FEET NORTH OF THE CENTERLINE
 LC1988'OF KINGMAN AVE. AND 24 FEET EAST OF THE SOUTHEAST CORNER OF
 LC1988'BRICK GARAGE OF PUMP HOUSE.
 LC1988'
 LC1988'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HEIGHTS 2 1971
 LC1988'NO 4 SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 16 FEET SOUTH
 LC1988'OF THE CENTERLINE OF KINGMAN AVE., 44 FEET NORTHEAST OF THE
 LC1988'NORTHEAST CORNER OF HOUSE AT 119 KINGMAN AND 26 FEET WEST OF
 LC1988'THE CENTERLINE OF DRIVEWAY TO THE WEST SIDE OF TOWER PARK.
 LC1988'
 LC1988'THE AZIMUTH MARK IS 155 FEET SOUTHEAST OF THE SOUTHEAST
 LC1988'CORNER OF A WHITE STONE HOUSE, 33 FEET EAST OF THE CENTERLINE
 LC1988'OF GRAND VIEW DRIVE, 16 FEET SOUTH OF THE EXTENDED CENTERLINE
 LC1988'OF GRAND VIEW DRIVE AND 43 FEET NORTHWEST OF A 10 INCH PINE
 LC1988'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HEIGHTS
 LC1988'2 NO 2 1971.
 LC1988'
 LC1988'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON KINGMAN
 LC1988'AVE. AND GRAND VIEW DRIVE FOR 0.3 MILE TO POINT WHERE DRIVE
 LC1988'TURNS SOUTH AND THE AZIMUTH MARK AS DESCRIBED.
 LC1988'
 LC1988'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC1988
 LC1988                          STATION RECOVERY (1999)
 LC1988
 LC1988'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2005 ***********************************************************************
 LC2005  DESIGNATION -  HEIGHTS 2 AZ MK
 LC2005  PID         -  LC2005
 LC2005  STATE/COUNTY-  IL/PEORIA
 LC2005  USGS QUAD   -  PEORIA EAST (1996)
 LC2005
 LC2005                         *CURRENT SURVEY CONTROL
 LC2005  ___________________________________________________________________
 LC2005* NAD 83(1997)-  40 44 49.59988(N)    089 34 08.16664(W)     ADJUSTED  
 LC2005* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 LC2005  ___________________________________________________________________
 LC2005  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LC2005  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LC2005
 LC2005  HORZ ORDER  -  FIRST
 LC2005
 LC2005.The horizontal coordinates were established by classical geodetic methods
 LC2005.and adjusted by the National Geodetic Survey in October 1999..
 LC2005
 LC2005.The orthometric height was scaled from a topographic map.
 LC2005
 LC2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2005
 LC2005.The geoid height was determined by GEOID03.
 LC2005
 LC2005;                    North         East     Units Scale Factor Converg.
 LC2005;SPC IL W     -   453,115.364   750,479.141   MT  0.99997253   +0 23 24.6
 LC2005;SPC IL W     - 1,486,595.99  2,462,196.98   sFT  0.99997253   +0 23 24.6
 LC2005;UTM  16      - 4,513,859.417   283,114.068   MT  1.00017902   -1 40 38.8
 LC2005
 LC2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2005!SPC IL W     -   0.99996768  x   0.99997253  =   0.99994021
 LC2005!UTM  16      -   0.99996768  x   1.00017902  =   1.00014669
 LC2005
 LC2005:                Primary Azimuth Mark                     Grid Az
 LC2005:SPC IL W     -  HEIGHTS 2                                272 02 26.5
 LC2005:UTM  16      -  HEIGHTS 2                                274 06 29.9
 LC2005
 LC2005|---------------------------------------------------------------------|
 LC2005| PID    Reference Object                     Distance      Geod. Az  |
 LC2005|                                                           dddmmss.s |
 LC2005| LC1988 HEIGHTS 2                           APPROX. 0.6 KM 2722551.1 |
 LC2005|---------------------------------------------------------------------|
 LC2005
 LC2005                          SUPERSEDED SURVEY CONTROL
 LC2005
 LC2005  NAD 83(1986)-  40 44 49.61122(N)    089 34 08.16887(W) AD(       ) 1
 LC2005  NAD 27      -  40 44 49.47477(N)    089 34 07.82639(W) AD(       ) 1
 LC2005
 LC2005.Superseded values are not recommended for survey control.
 LC2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2005.See file dsdata.txt to determine how the superseded data were derived.
 LC2005
 LC2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8311413859(NAD 83)
 LC2005_MARKER: DD = SURVEY DISK
 LC2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC2005+STABILITY: SURFACE MOTION
 LC2005
 LC2005  HISTORY     - Date     Condition        Report By
 LC2005  HISTORY     - 1971     MONUMENTED       NGS
 LC2005  HISTORY     - 19990228 GOOD             USPSQD
 LC2005
 LC2005                          STATION DESCRIPTION
 LC2005
 LC2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LC2005'THE STATION IS LOCATED AT THE NORTH EDGE OF PEORIA HEIGHTS,
 LC2005'ABOUT 75 FEET SOUTHEAST OF THE PEORIA HEIGHTS WATER TANK,
 LC2005'61 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE TANK, 46 FEET
 LC2005'WEST OF THE CENTERLINE OF EUCLID AVE., 20 FEET NORTH OF THE
 LC2005'CENTERLINE OF KINGMAN AVE., 11 FEET EAST OF A POWER POLE AND
 LC2005'1 FOOT NORTH OF THE NORTH EDGE OF SIDEWALK.  THE MONUMENT
 LC2005'IS FLUSH AND THE DISK IS STAMPED HEIGHTS 2 1971.
 LC2005'
 LC2005'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON KINGMAN
 LC2005'AVE. AND GRAND VIEW DRIVE FOR 0.3 MILE TO POINT WHERE DRIVE
 LC2005'TURNS SOUTH AND THE AZIMUTH MARK AS DESCRIBED.
 LC2005'
 LC2005'THE AZIMUTH MARK IS 155 FEET SOUTHEAST OF THE SOUTHEAST
 LC2005'CORNER OF A WHITE STONE HOUSE, 33 FEET EAST OF THE CENTERLINE
 LC2005'OF GRAND VIEW DRIVE, 16 FEET SOUTH OF THE EXTENDED CENTERLINE
 LC2005'OF GRAND VIEW DRIVE AND 43 FEET NORTHWEST OF A 10 INCH PINE
 LC2005'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HEIGHTS
 LC2005'2 NO 2 1971.
 LC2005
 LC2005                          STATION RECOVERY (1999)
 LC2005
 LC2005'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0744 ***********************************************************************
 LC0744  DESIGNATION -  HEINS
 LC0744  PID         -  LC0744
 LC0744  STATE/COUNTY-  IL/LIVINGSTON
 LC0744  USGS QUAD   -  SOUTHWEST PONTIAC (1983)
 LC0744
 LC0744                         *CURRENT SURVEY CONTROL
 LC0744  ___________________________________________________________________
 LC0744* NAD 83(1997)-  40 45 59.39375(N)    088 42 44.34919(W)     ADJUSTED  
 LC0744* NAVD 88     -       215.411  (meters)     706.73   (feet)  ADJUSTED  
 LC0744  ___________________________________________________________________
 LC0744  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 LC0744  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC0744  DYNAMIC HT  -         215.317 (meters)     706.42  (feet)  COMP
 LC0744  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 LC0744
 LC0744  HORZ ORDER  -  SECOND
 LC0744  VERT ORDER  -  SECOND    CLASS 0
 LC0744
 LC0744.The horizontal coordinates were established by classical geodetic methods
 LC0744.and adjusted by the National Geodetic Survey in October 1999..
 LC0744
 LC0744.The orthometric height was determined by differential leveling
 LC0744.and adjusted by the National Geodetic Survey in June 1991..
 LC0744
 LC0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0744
 LC0744.The geoid height was determined by GEOID03.
 LC0744
 LC0744.The dynamic height is computed by dividing the NAVD 88
 LC0744.geopotential number by the normal gravity value computed on the
 LC0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0744.degrees latitude (g = 980.6199 gals.).
 LC0744
 LC0744.The modeled gravity was interpolated from observed gravity values.
 LC0744
 LC0744;                    North         East     Units Scale Factor Converg.
 LC0744;SPC IL E     -   455,180.794   268,002.454   MT  0.99998760   -0 14 50.9
 LC0744;SPC IL E     - 1,493,372.32    879,271.38   sFT  0.99998760   -0 14 50.9
 LC0744;UTM  16      - 4,514,247.025   355,481.098   MT  0.99985707   -1 07 05.9
 LC0744
 LC0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0744!SPC IL E     -   0.99997125  x   0.99998760  =   0.99995885
 LC0744!UTM  16      -   0.99997125  x   0.99985707  =   0.99982832
 LC0744
 LC0744|---------------------------------------------------------------------|
 LC0744| PID    Reference Object                     Distance      Geod. Az  |
 LC0744|                                                           dddmmss.s |
 LC0744| LC0742 HEINS RM 1                           15.147 METERS 08810     |
 LC0744| LC0743 HEINS RM 2                           12.412 METERS 13529     |
 LC0744| LC1843 CHENOA ST JOSEPH CATH CH SPIRE      APPROX. 2.7 KM 1992222.6 |
 LC0744|---------------------------------------------------------------------|
 LC0744
 LC0744                          SUPERSEDED SURVEY CONTROL
 LC0744
 LC0744  NAD 83(1986)-  40 45 59.40751(N)    088 42 44.35745(W) AD(       ) 2
 LC0744  NAD 27      -  40 45 59.28360(N)    088 42 44.13250(W) AD(       ) 2
 LC0744  NGVD 29 (??/??/92)  215.464  (m)          706.90   (f) ADJ UNCH    2 0
 LC0744
 LC0744.Superseded values are not recommended for survey control.
 LC0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0744.See file dsdata.txt to determine how the superseded data were derived.
 LC0744
 LC0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5548114247(NAD 83)
 LC0744_MARKER: DE = TRAVERSE STATION DISK
 LC0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0744_STAMPING: HEINS 1960
 LC0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0744+STABILITY: SURFACE MOTION
 LC0744
 LC0744  HISTORY     - Date     Condition        Report By
 LC0744  HISTORY     - 1960     MONUMENTED       CGS
 LC0744  HISTORY     - 1961     GOOD             NGS
 LC0744  HISTORY     - 1979     MARK NOT FOUND   USGS
 LC0744
 LC0744                          STATION DESCRIPTION
 LC0744
 LC0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC0744'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF CHENOA, ABOUT
 LC0744'0.2 MILE WEST OF U.S. HIGHWAY 66 AT THE NORTHWEST CORNER
 LC0744'OF YARD OF AN OLD FARM HOUSE THAT SETS ON THE HIGHEST POINT
 LC0744'OF A SMALL HILL.
 LC0744'
 LC0744'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND U.S. HIGHWAY
 LC0744'24 IN THE WEST EDGE OF CHENOA, GO NORTHERLY ON U.S. HIGHWAY
 LC0744'66 FOR 2.0 MILES TO A SIDE ROAD RIGHT, CONTINUE AHEAD FOR
 LC0744'0.2 MILE TO A DRIVEWAY TO A FARM HOUSE ON LEFT, TURN LEFT
 LC0744'AND GO WEST ON DRIVEWAY FOR 0.15 MILE TO HOUSE AND STATION
 LC0744'AS DESCRIBED.
 LC0744'
 LC0744'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF
 LC0744'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC0744'SURFACE OF THE GROUND AND IS STAMPED HEINS 1960.  THE MARK
 LC0744'IS 38 FEET NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 8
 LC0744'FEET NORTH OF A SMALL CEDAR TREE, 5.4 FEET NORTHEAST OF
 LC0744'WITNESS POST AND 5.6 FEET SOUTHEAST OF FENCE CORNER.
 LC0744'
 LC0744'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 LC0744'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC0744'SURFACE OF THE GROUND AND IS STAMPED HEINS NO 1 1960.  THE
 LC0744'MARK IS 54.3 FEET EAST OF WITNESS POST, 23 FEET NORTH OF
 LC0744'HOUSE AND 1 FOOT SOUTH OF FENCE.
 LC0744'
 LC0744'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 LC0744'OF AN OLD WELL IN A DRILL HOLE FLUSH WITH THE SURFACE OF
 LC0744'CONCRETE AND IS STAMPED HEINS NO 2 1960.  THE MARK IS 42
 LC0744'FEET SOUTHEAST OF WITNESS POST, 8.5 FEET SOUTH OF NORTHWEST
 LC0744'CORNER OF HOUSE AND 3 FEET WEST OF SIDE OF HOUSE.
 LC0744'
 LC0744'CHENOA, ST. JOSEPH CATHOLIC CHURCH SPIRE CAN BE USED FOR
 LC0744'AZIMUTH.
 LC0744'
 LC0744'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 LC0744
 LC0744                          STATION RECOVERY (1961)
 LC0744
 LC0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0744'2.3 MI NE FROM CHENOA.
 LC0744'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0744'WITH U.S. HIGHWAY 24 IN THE SOUTHWEST PART OF CHENOA, THENCE
 LC0744'0.2 MILES WEST ALONG A PRIVATE DRIVE TO A FARM HOUSE, THENCE
 LC0744'ABOUT 100 YARDS ALONG A YARD FENCE TO A FENCE CORNER, 38 FEET
 LC0744'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 4 FEET SOUTH
 LC0744'OF THE FENCE, 4 FEET EAST OF A FENCE, 5 FEET SOUTHEAST OF THE
 LC0744'FENCE CORNER, 5.6 FEET NORTHEAST OF A METAL WITNESS POST AND
 LC0744'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LC0744
 LC0744                          STATION RECOVERY (1979)
 LC0744
 LC0744'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LC0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0742 ***********************************************************************
 LC0742  DESIGNATION -  HEINS RM 1
 LC0742  PID         -  LC0742
 LC0742  STATE/COUNTY-  IL/LIVINGSTON
 LC0742  USGS QUAD   -  SOUTHWEST PONTIAC (1983)
 LC0742
 LC0742                         *CURRENT SURVEY CONTROL
 LC0742  ___________________________________________________________________
 LC0742* NAD 83(1986)-  40 45 59.     (N)    088 42 44.     (W)     SCALED    
 LC0742* NAVD 88     -       215.636  (meters)     707.47   (feet)  ADJUSTED  
 LC0742  ___________________________________________________________________
 LC0742  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC0742  DYNAMIC HT  -         215.541 (meters)     707.15  (feet)  COMP
 LC0742  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 LC0742
 LC0742  VERT ORDER  -  SECOND    CLASS 0
 LC0742
 LC0742.The horizontal coordinates were scaled from a topographic map and have
 LC0742.an estimated accuracy of +/- 6 seconds.
 LC0742
 LC0742.The orthometric height was determined by differential leveling
 LC0742.and adjusted by the National Geodetic Survey in June 1991..
 LC0742
 LC0742.The geoid height was determined by GEOID03.
 LC0742
 LC0742.The dynamic height is computed by dividing the NAVD 88
 LC0742.geopotential number by the normal gravity value computed on the
 LC0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0742.degrees latitude (g = 980.6199 gals.).
 LC0742
 LC0742.The modeled gravity was interpolated from observed gravity values.
 LC0742
 LC0742;                    North         East    Units  Estimated Accuracy
 LC0742;SPC IL E     -   455,170.      268,010.      MT  (+/- 180 meters Scaled)
 LC0742
 LC0742                          SUPERSEDED SURVEY CONTROL
 LC0742
 LC0742  NGVD 29 (??/??/92)  215.688  (m)          707.64   (f) ADJ UNCH    2 0
 LC0742
 LC0742.Superseded values are not recommended for survey control.
 LC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0742.See file dsdata.txt to determine how the superseded data were derived.
 LC0742
 LC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL554142(NAD 83)
 LC0742_MARKER: DR = REFERENCE MARK DISK
 LC0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0742_STAMPING: HEINS NO 1 1960
 LC0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0742+STABILITY: SURFACE MOTION
 LC0742
 LC0742  HISTORY     - Date     Condition        Report By
 LC0742  HISTORY     - 1960     MONUMENTED       CGS
 LC0742  HISTORY     - 1961     GOOD             NGS
 LC0742
 LC0742                          STATION DESCRIPTION
 LC0742
 LC0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0742'2.3 MI NE FROM CHENOA.
 LC0742'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0742'WITH U.S. HIGHWAY 24 IN THE SOUTHWEST PART OF CHENOA, THENCE
 LC0742'0.2 MILES WEST ALONG A PRIVATE DRIVE TO A FARM HOUSE, THENCE
 LC0742'ABOUT 100 YARDS ALONG A YARD FENCE TO A FENCE CORNER, 29 FEET
 LC0742'NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE, 1 FOOT SOUTH OF
 LC0742'THE FENCE, 54 FEET EAST OF A FENCE CORNER, 49.6 FEET EAST OF
 LC0742'TRAVERSE STATION HEINS, 54.7 FEET EAST-NORTHEAST OF A METAL
 LC0742'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LC0742'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0743 ***********************************************************************
 LC0743  DESIGNATION -  HEINS RM 2
 LC0743  PID         -  LC0743
 LC0743  STATE/COUNTY-  IL/LIVINGSTON
 LC0743  USGS QUAD   -  SOUTHWEST PONTIAC (1983)
 LC0743
 LC0743                         *CURRENT SURVEY CONTROL
 LC0743  ___________________________________________________________________
 LC0743* NAD 83(1986)-  40 45 59.     (N)    088 42 44.     (W)     SCALED    
 LC0743* NAVD 88     -       216.266  (meters)     709.53   (feet)  ADJUSTED  
 LC0743  ___________________________________________________________________
 LC0743  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LC0743  DYNAMIC HT  -         216.171 (meters)     709.22  (feet)  COMP
 LC0743  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 LC0743
 LC0743  VERT ORDER  -  SECOND    CLASS 0
 LC0743
 LC0743.The horizontal coordinates were scaled from a topographic map and have
 LC0743.an estimated accuracy of +/- 6 seconds.
 LC0743
 LC0743.The orthometric height was determined by differential leveling
 LC0743.and adjusted by the National Geodetic Survey in June 1991..
 LC0743
 LC0743.The geoid height was determined by GEOID03.
 LC0743
 LC0743.The dynamic height is computed by dividing the NAVD 88
 LC0743.geopotential number by the normal gravity value computed on the
 LC0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0743.degrees latitude (g = 980.6199 gals.).
 LC0743
 LC0743.The modeled gravity was interpolated from observed gravity values.
 LC0743
 LC0743;                    North         East    Units  Estimated Accuracy
 LC0743;SPC IL E     -   455,170.      268,010.      MT  (+/- 180 meters Scaled)
 LC0743
 LC0743                          SUPERSEDED SURVEY CONTROL
 LC0743
 LC0743  NGVD 29 (??/??/92)  216.319  (m)          709.71   (f) ADJ UNCH    2 0
 LC0743
 LC0743.Superseded values are not recommended for survey control.
 LC0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0743.See file dsdata.txt to determine how the superseded data were derived.
 LC0743
 LC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL554142(NAD 83)
 LC0743_MARKER: DR = REFERENCE MARK DISK
 LC0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0743_SP_SET: CURB
 LC0743_STAMPING: HEINS NO 2 1960
 LC0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0743
 LC0743  HISTORY     - Date     Condition        Report By
 LC0743  HISTORY     - 1960     MONUMENTED       CGS
 LC0743  HISTORY     - 1961     GOOD             NGS
 LC0743
 LC0743                          STATION DESCRIPTION
 LC0743
 LC0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0743'2.3 MI NE FROM CHENOA.
 LC0743'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0743'WITH U.S. HIGHWAY 24 IN THE SOUTHWEST PART OF CHENOA, THENCE
 LC0743'0.2 MILES WEST ALONG A PRIVATE DRIVE TO A FARM HOUSE, THENCE
 LC0743'ABOUT 100 YARDS ALONG A YARD FENCE TO A FENCE CORNER, SET IN THE
 LC0743'TOP OF THE NORTHEAST CORNER OF A CONCRETE WELL CURB, 8.5 FEET
 LC0743'SOUTH SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 32.5 FEET
 LC0743'SOUTH OF THE FENCE, 40.7 FEET SOUTHEAST OF TRAVERSE STATION
 LC0743'HEINS, 41.9 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1
 LC0743'FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1475 ***********************************************************************
 LC1475  DESIGNATION -  HEINZ
 LC1475  PID         -  LC1475
 LC1475  STATE/COUNTY-  IL/PEORIA
 LC1475  USGS QUAD   -  DUNLAP (1996)
 LC1475
 LC1475                         *CURRENT SURVEY CONTROL
 LC1475  ___________________________________________________________________
 LC1475* NAD 83(1997)-  40 46 09.69119(N)    089 43 25.87931(W)     ADJUSTED  
 LC1475* NAVD 88     -       201.654  (meters)     661.59   (feet)  ADJUSTED  
 LC1475  ___________________________________________________________________
 LC1475  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 LC1475  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC1475  DYNAMIC HT  -         201.562 (meters)     661.29  (feet)  COMP
 LC1475  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 LC1475
 LC1475  HORZ ORDER  -  SECOND
 LC1475  VERT ORDER  -  SECOND    CLASS 0
 LC1475
 LC1475.The horizontal coordinates were established by classical geodetic methods
 LC1475.and adjusted by the National Geodetic Survey in October 1999..
 LC1475
 LC1475.The orthometric height was determined by differential leveling
 LC1475.and adjusted by the National Geodetic Survey in June 1991..
 LC1475
 LC1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1475
 LC1475.The geoid height was determined by GEOID03.
 LC1475
 LC1475.The dynamic height is computed by dividing the NAVD 88
 LC1475.geopotential number by the normal gravity value computed on the
 LC1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1475.degrees latitude (g = 980.6199 gals.).
 LC1475
 LC1475.The modeled gravity was interpolated from observed gravity values.
 LC1475
 LC1475;                    North         East     Units Scale Factor Converg.
 LC1475;SPC IL W     -   455,508.261   737,383.434   MT  0.99995837   +0 17 21.0
 LC1475;SPC IL W     - 1,494,446.69  2,419,232.15   sFT  0.99995837   +0 17 21.0
 LC1475;UTM  16      - 4,516,724.066   270,110.004   MT  1.00025054   -1 46 46.2
 LC1475
 LC1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1475!SPC IL W     -   0.99997354  x   0.99995837  =   0.99993191
 LC1475!UTM  16      -   0.99997354  x   1.00025054  =   1.00022408
 LC1475
 LC1475|---------------------------------------------------------------------|
 LC1475| PID    Reference Object                     Distance      Geod. Az  |
 LC1475|                                                           dddmmss.s |
 LC1475| LC1476 HEINZ RM 1                           15.391 METERS 04954     |
 LC1475| LC1477 HEINZ AZ MK                                        0885024.8 |
 LC1475| LC1474 HEINZ RM 2                           15.261 METERS 31233     |
 LC1475|---------------------------------------------------------------------|
 LC1475
 LC1475                          SUPERSEDED SURVEY CONTROL
 LC1475
 LC1475  NAD 83(1986)-  40 46 09.69904(N)    089 43 25.87887(W) AD(       ) 2
 LC1475  NAD 27      -  40 46 09.56590(N)    089 43 25.51280(W) AD(       ) 2
 LC1475  NGVD 29 (??/??/92)  201.735  (m)          661.86   (f) ADJ UNCH    2 0
 LC1475
 LC1475.Superseded values are not recommended for survey control.
 LC1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1475.See file dsdata.txt to determine how the superseded data were derived.
 LC1475
 LC1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7011016724(NAD 83)
 LC1475_MARKER: DS = TRIANGULATION STATION DISK
 LC1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1475_STAMPING: HEINZ 1959
 LC1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1475+STABILITY: SURFACE MOTION
 LC1475
 LC1475  HISTORY     - Date     Condition        Report By
 LC1475  HISTORY     - 1959     MONUMENTED       CGS
 LC1475  HISTORY     - 1959     GOOD             CGS
 LC1475  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1475
 LC1475                          STATION DESCRIPTION
 LC1475
 LC1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1475'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF KICKAPOO
 LC1475'ON PROPERTY OWNED AND OCCUPIED BY MR. WILLIAM TRUB.
 LC1475'
 LC1475'TO REACH THE STATION FROM WAGNERS MARKET IN KICKAPOO, GO
 LC1475'EASTERLY ON U.S. HIGHWAY 150 FOR 1.3 MILES TO A SIDE ROAD RIGHT,
 LC1475'TURN RIGHT ON THE GRAVEL ROAD FOR 1.15 MILES TO A SIDE ROAD LEFT,
 LC1475'TURN LEFT, EAST, FOR 0.15 MILE TO THE HOME OF MR. WILLIAM TRUB
 LC1475'AND THE STATION ON THE RIGHT.
 LC1475'
 LC1475'STATION MARK, A STANDARD DISK STAMPED HEINZ 1959, IS SET IN
 LC1475'A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LC1475'OF THE GROUND.  THE MARK IS 105 FEET EAST OF THE APPROXIMATE
 LC1475'CENTER OF THE DRIVEWAY, 34 FEET NORTHEAST OF THE NORTHEAST
 LC1475'CORNER OF A CORN CRIB, 18 FEET SOUTH OF THE APPROXIMATE CENTER
 LC1475'OF THE GRAVEL ROAD, 2.7 FEET SOUTH OF A WITNESS POST AND 2.5
 LC1475'FEET SOUTH OF A FENCE LINE.
 LC1475'
 LC1475'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED HEINZ NO. 1
 LC1475'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC1475'5 INCHES.  THE MARK IS 32 FEET EAST OF A FIELD ENTRANCE AND
 LC1475'A WOODEN GATE, 16 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 LC1475'GRAVEL ROAD AND 1 FOOT SOUTH OF THE FENCE LINE.
 LC1475'
 LC1475'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED HEINZ NO.
 LC1475'2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC1475'7 INCHES.  THE MARK IS 43 FEET WEST OF A FIELD ENTRANCE AND
 LC1475'A WOODEN GATE, 31 FEET EAST OF A POWER POLE WITH A TRANSFORMER,
 LC1475'16 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD
 LC1475'AND 6 INCHES SOUTH OF THE FENCE LINE.
 LC1475'
 LC1475'AZIMUTH MARK, A STANDARD DISK STAMPED HEINZ 1959, IS SET IN
 LC1475'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 LC1475'MARK IS 18 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVEL
 LC1475'ROAD, 3 FEET WEST OF A POWER POLE, 1.4 FEET SOUTHWEST OF A
 LC1475'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.
 LC1475'
 LC1475'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 LC1475'GRAVEL ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT
 LC1475'AS DESCRIBED.
 LC1475
 LC1475                          STATION RECOVERY (1959)
 LC1475
 LC1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC1475'2.5 MI SE FROM KICKAPOO.
 LC1475'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NORTHWEST
 LC1475'CORNER OF THE CITY PARK AT KICKAPOO, THENCE 1.1 MILES SOUTH ALONG
 LC1475'A GRAVEL ROAD, THENCE 0.2 MILES EAST ALONG A GRAVEL ROAD, 18 FEET
 LC1475'SOUTH OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTH OF A FENCE,
 LC1475'75 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 105 FEET EAST
 LC1475'OF THE CENTER LINE OF A FARM DRIVEWAY, 36 FEET SOUTH-SOUTHWEST
 LC1475'OF THE EAST END OF A BOARD GATE, 2.7 FEET SOUTH OF A METAL WITNESS
 LC1475'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC1475'POST PROJECTING 1 INCH.
 LC1475
 LC1475                          STATION RECOVERY (1998)
 LC1475
 LC1475'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1477 ***********************************************************************
 LC1477  DESIGNATION -  HEINZ AZ MK
 LC1477  PID         -  LC1477
 LC1477  STATE/COUNTY-  IL/PEORIA
 LC1477  USGS QUAD   -  DUNLAP (1996)
 LC1477
 LC1477                         *CURRENT SURVEY CONTROL
 LC1477  ___________________________________________________________________
 LC1477* NAD 83(1986)-  40 46 09.     (N)    089 43 10.     (W)     SCALED    
 LC1477* NAVD 88     -       204.563  (meters)     671.14   (feet)  ADJUSTED  
 LC1477  ___________________________________________________________________
 LC1477  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LC1477  DYNAMIC HT  -         204.470 (meters)     670.83  (feet)  COMP
 LC1477  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 LC1477
 LC1477  VERT ORDER  -  SECOND    CLASS 0
 LC1477
 LC1477.The horizontal coordinates were scaled from a topographic map and have
 LC1477.an estimated accuracy of +/- 6 seconds.
 LC1477
 LC1477.The orthometric height was determined by differential leveling
 LC1477.and adjusted by the National Geodetic Survey in June 1991..
 LC1477
 LC1477.The geoid height was determined by GEOID03.
 LC1477
 LC1477.The dynamic height is computed by dividing the NAVD 88
 LC1477.geopotential number by the normal gravity value computed on the
 LC1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1477.degrees latitude (g = 980.6199 gals.).
 LC1477
 LC1477.The modeled gravity was interpolated from observed gravity values.
 LC1477
 LC1477;                    North         East    Units  Estimated Accuracy
 LC1477;SPC IL W     -   455,490.      737,760.      MT  (+/- 180 meters Scaled)
 LC1477
 LC1477                          SUPERSEDED SURVEY CONTROL
 LC1477
 LC1477  NGVD 29 (??/??/92)  204.645  (m)          671.41   (f) ADJ UNCH    2 0
 LC1477
 LC1477.Superseded values are not recommended for survey control.
 LC1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1477.See file dsdata.txt to determine how the superseded data were derived.
 LC1477
 LC1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL704166(NAD 83)
 LC1477_MARKER: DZ = AZIMUTH MARK DISK
 LC1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1477_STAMPING: HEINZ 1959
 LC1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1477+STABILITY: SURFACE MOTION
 LC1477
 LC1477  HISTORY     - Date     Condition        Report By
 LC1477  HISTORY     - 1959     MONUMENTED       CGS
 LC1477  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1477
 LC1477                          STATION DESCRIPTION
 LC1477
 LC1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1477'2.8 MI SE FROM KICKAPOO.
 LC1477'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NORTHWEST
 LC1477'CORNER OF THE CITY PARK AT KICKAPOO, THENCE 1.1 MILES SOUTH ALONG
 LC1477'A GRAVEL ROAD, THENCE 0.45 MILES EAST ALONG A GRAVEL ROAD, 19 FEET
 LC1477'NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A FENCE, 3
 LC1477'FEET WEST-SOUTHWEST OF POWER POLE WHICH IS THE FIRST POLE WEST
 LC1477'OF A FARM HOUSE SOUTH OF THE ROAD, 46 FEET NORTHWEST OF THE
 LC1477'EAST END OF A BOARD GATE, 1.4 FEET SOUTHWEST OF A METAL WITNESS
 LC1477'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP
 LC1477'OF A CONCRETE POST PROJECTING 3 INCHES.
 LC1477
 LC1477                          STATION RECOVERY (1998)
 LC1477
 LC1477'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1476 ***********************************************************************
 LC1476  DESIGNATION -  HEINZ RM 1
 LC1476  PID         -  LC1476
 LC1476  STATE/COUNTY-  IL/PEORIA
 LC1476  USGS QUAD   -  DUNLAP (1996)
 LC1476
 LC1476                         *CURRENT SURVEY CONTROL
 LC1476  ___________________________________________________________________
 LC1476* NAD 83(1986)-  40 46 09.     (N)    089 43 25.     (W)     SCALED    
 LC1476* NAVD 88     -       201.740  (meters)     661.88   (feet)  ADJUSTED  
 LC1476  ___________________________________________________________________
 LC1476  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC1476  DYNAMIC HT  -         201.648 (meters)     661.57  (feet)  COMP
 LC1476  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 LC1476
 LC1476  VERT ORDER  -  SECOND    CLASS 0
 LC1476
 LC1476.The horizontal coordinates were scaled from a topographic map and have
 LC1476.an estimated accuracy of +/- 6 seconds.
 LC1476
 LC1476.The orthometric height was determined by differential leveling
 LC1476.and adjusted by the National Geodetic Survey in June 1991..
 LC1476
 LC1476.The geoid height was determined by GEOID03.
 LC1476
 LC1476.The dynamic height is computed by dividing the NAVD 88
 LC1476.geopotential number by the normal gravity value computed on the
 LC1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1476.degrees latitude (g = 980.6199 gals.).
 LC1476
 LC1476.The modeled gravity was interpolated from observed gravity values.
 LC1476
 LC1476;                    North         East    Units  Estimated Accuracy
 LC1476;SPC IL W     -   455,490.      737,400.      MT  (+/- 180 meters Scaled)
 LC1476
 LC1476                          SUPERSEDED SURVEY CONTROL
 LC1476
 LC1476  NGVD 29 (??/??/92)  201.821  (m)          662.14   (f) ADJ UNCH    2 0
 LC1476
 LC1476.Superseded values are not recommended for survey control.
 LC1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1476.See file dsdata.txt to determine how the superseded data were derived.
 LC1476
 LC1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL701167(NAD 83)
 LC1476_MARKER: DR = REFERENCE MARK DISK
 LC1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1476_STAMPING: HEINZ NO 1 1959
 LC1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1476+STABILITY: SURFACE MOTION
 LC1476
 LC1476  HISTORY     - Date     Condition        Report By
 LC1476  HISTORY     - 1959     MONUMENTED       CGS
 LC1476  HISTORY     - 19981214 GOOD             USPSQD
 LC1476
 LC1476                          STATION DESCRIPTION
 LC1476
 LC1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1476'2.5 MI SE FROM KICKAPOO.
 LC1476'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NORTHWEST
 LC1476'CORNER OF THE CITY PARK AT KICKAPOO, THENCE 1.1 MILES SOUTH ALONG
 LC1476'A GRAVEL ROAD, THENCE 0.2 MILES EAST ALONG A GRAVEL ROAD, 15 FEET
 LC1476'NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE,
 LC1476'106 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 25 FEET EAST
 LC1476'OF THE EAST END OF A BOARD GATE, 50.5 FEET NORTHEAST OF TRIANGULATION
 LC1476'STATION STATION HEINZ, 49.0 FEET NORTHEAST OF A METAL WITNESS POST,
 LC1476'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC1476'PROJECTING 4 INCHES, 143 FEET EAST-NORTHEAST OF THE EXTENDED CENTER
 LC1476'LINE OF A FARM DRIVE.
 LC1476
 LC1476                          STATION RECOVERY (1998)
 LC1476
 LC1476'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1474 ***********************************************************************
 LC1474  DESIGNATION -  HEINZ RM 2
 LC1474  PID         -  LC1474
 LC1474  STATE/COUNTY-  IL/PEORIA
 LC1474  USGS QUAD   -  DUNLAP (1996)
 LC1474
 LC1474                         *CURRENT SURVEY CONTROL
 LC1474  ___________________________________________________________________
 LC1474* NAD 83(1986)-  40 46 09.     (N)    089 43 25.     (W)     SCALED    
 LC1474* NAVD 88     -       201.862  (meters)     662.28   (feet)  ADJUSTED  
 LC1474  ___________________________________________________________________
 LC1474  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC1474  DYNAMIC HT  -         201.770 (meters)     661.97  (feet)  COMP
 LC1474  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 LC1474
 LC1474  VERT ORDER  -  SECOND    CLASS 0
 LC1474
 LC1474.The horizontal coordinates were scaled from a topographic map and have
 LC1474.an estimated accuracy of +/- 6 seconds.
 LC1474
 LC1474.The orthometric height was determined by differential leveling
 LC1474.and adjusted by the National Geodetic Survey in June 1991..
 LC1474
 LC1474.The geoid height was determined by GEOID03.
 LC1474
 LC1474.The dynamic height is computed by dividing the NAVD 88
 LC1474.geopotential number by the normal gravity value computed on the
 LC1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1474.degrees latitude (g = 980.6199 gals.).
 LC1474
 LC1474.The modeled gravity was interpolated from observed gravity values.
 LC1474
 LC1474;                    North         East    Units  Estimated Accuracy
 LC1474;SPC IL W     -   455,490.      737,400.      MT  (+/- 180 meters Scaled)
 LC1474
 LC1474                          SUPERSEDED SURVEY CONTROL
 LC1474
 LC1474  NGVD 29 (??/??/92)  201.944  (m)          662.54   (f) ADJ UNCH    2 0
 LC1474
 LC1474.Superseded values are not recommended for survey control.
 LC1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1474.See file dsdata.txt to determine how the superseded data were derived.
 LC1474
 LC1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL701167(NAD 83)
 LC1474_MARKER: DR = REFERENCE MARK DISK
 LC1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1474_STAMPING: HEINZ NO 2 1959
 LC1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1474+STABILITY: SURFACE MOTION
 LC1474
 LC1474  HISTORY     - Date     Condition        Report By
 LC1474  HISTORY     - 1959     MONUMENTED       CGS
 LC1474  HISTORY     - 19981214 GOOD             USPSQD
 LC1474
 LC1474                          STATION DESCRIPTION
 LC1474
 LC1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1474'2.5 MI SE FROM KICKAPOO.
 LC1474'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NORTHWEST
 LC1474'CORNER OF THE CITY PARK AT KICKAPOO, THNECE 1.1 MILES SOUTH ALONG
 LC1474'A GRAVEL ROAD, THENCE 0.2 MILES EAST ALONG A GRAVEL ROAD, 15
 LC1474'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1/2 FOOT SOUTH OF A
 LC1474'FENCE, 35 FEET WEST OF THE WEST END OF A BOARD GATE, 67 FEET EAST
 LC1474'OF THE EXTENDED CENTER LINE OF A FARM DRIVE, 30 1/2 FEET EAST
 LC1474'OF POWER POLE WITH A TRANSFORMER, 50.0 FEET NORTHWEST OF TRIANGULATION
 LC1474'STATION HEINZ, 48.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 LC1474'1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 LC1474'CONCRETE POST PROJECTING 5 INCHES.
 LC1474
 LC1474                          STATION RECOVERY (1998)
 LC1474
 LC1474'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2955 ***********************************************************************
 AJ2955  DESIGNATION -  HEMMINGSEN
 AJ2955  PID         -  AJ2955
 AJ2955  STATE/COUNTY-  IL/MCHENRY
 AJ2955  USGS QUAD   -  HUNTLEY (1992)
 AJ2955
 AJ2955                         *CURRENT SURVEY CONTROL
 AJ2955  ___________________________________________________________________
 AJ2955* NAD 83(1997)-  42 13 34.07232(N)    088 28 19.52683(W)     ADJUSTED  
 AJ2955* NAVD 88     -       256.8    (meters)     843.     (feet)  GPS OBS   
 AJ2955  ___________________________________________________________________
 AJ2955  X           -     126,128.724 (meters)                     COMP
 AJ2955  Y           -  -4,728,638.588 (meters)                     COMP
 AJ2955  Z           -   4,264,386.615 (meters)                     COMP
 AJ2955  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AJ2955  ELLIP HEIGHT-         223.13  (meters)          (02/03/05) GPS OBS
 AJ2955  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AJ2955
 AJ2955  HORZ ORDER  -  FIRST
 AJ2955  ELLP ORDER  -  FOURTH    CLASS II
 AJ2955
 AJ2955.The horizontal coordinates were established by GPS observations
 AJ2955.and adjusted by the National Geodetic Survey in April 2001..
 AJ2955
 AJ2955.The orthometric height was determined by GPS observations and a
 AJ2955.high-resolution geoid model.
 AJ2955
 AJ2955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2955
 AJ2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2955
 AJ2955.The ellipsoidal height was determined by GPS observations
 AJ2955.and is referenced to NAD 83.
 AJ2955
 AJ2955.The geoid height was determined by GEOID03.
 AJ2955
 AJ2955;                    North         East     Units Scale Factor Converg.
 AJ2955;SPC IL E     -   617,228.935   288,544.916   MT  0.99997661   -0 05 35.7
 AJ2955;SPC IL E     - 2,025,025.26    946,667.78   sFT  0.99997661   -0 05 35.7
 AJ2955;UTM  16      - 4,675,932.766   378,516.216   MT  0.99978159   -0 59 22.0
 AJ2955
 AJ2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2955!SPC IL E     -   0.99996501  x   0.99997661  =   0.99994162
 AJ2955!UTM  16      -   0.99996501  x   0.99978159  =   0.99974660
 AJ2955
 AJ2955                          SUPERSEDED SURVEY CONTROL
 AJ2955
 AJ2955  ELLIP H (04/24/01)  223.17   (m)                       GP(       ) 4 1
 AJ2955
 AJ2955.Superseded values are not recommended for survey control.
 AJ2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2955.See file dsdata.txt to determine how the superseded data were derived.
 AJ2955
 AJ2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7851675933(NAD 83)
 AJ2955_MARKER: I = METAL ROD
 AJ2955_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2955_STAMPING: HEMMINGSEN
 AJ2955_MARK LOGO: IL-111
 AJ2955_PROJECTION: FLUSH
 AJ2955_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2955+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2000
 AJ2955_ROD/PIPE-DEPTH:  7.3 meters
 AJ2955_SLEEVE-DEPTH  :  0.9 meters
 AJ2955
 AJ2955  HISTORY     - Date     Condition        Report By
 AJ2955  HISTORY     - 20000728 MONUMENTED       SECI
 AJ2955
 AJ2955                          STATION DESCRIPTION
 AJ2955
 AJ2955'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2955'STATION IS LOCATED APPROXIMATELY 4.5 MI NORTHWEST OF HUNTLEY, 8.0
 AJ2955'MI WEST OF CRYSTAL LAKE IN SECTION 1, T43N, R6E.  TO REACH FROM THE
 AJ2955'JUNCTION OF IL RT 47 AND FOSTER RD PROCEED WEST ON FOSTER RD 1.2
 AJ2955'MI TO HEMMINGSEN RD, THEN PROCEED WEST 1.7 MI ON HEMMINGSEN RD
 AJ2955'TO THE STATION LOCATED 45.2 FT NORTHEAST OF CENTERLINE OF
 AJ2955'HEMMINGSEN RD AS ROAD CURVES FROM NORTH TO WEST.
 AJ2955'STATION IS LOCATED 1.0 MI EAST OF SEEMAN RD AND 320 FT NORTH OF
 AJ2955'AGGREGATE DRIVEWAY TO ADDRESS 14141.  STATION IS LOCATED 37 FT
 AJ2955'WEST OF CENTERLINE OF AGGREGATE FIELD ENTRANCE, 230 FT
 AJ2955'NORTH-NORTHWEST OF POWERPOLE (PP), 84.1 FT NORTHEAST OF PP, 69.1
 AJ2955'FT NORTHWEST OF PP, 8.3 FT SOUTH OF BARBED WIRE FENCE, AND 8.3 FT
 AJ2955'SOUTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM
 AJ2955'POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.25 FT BELOW CAP.  PK
 AJ2955'NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2955' 
 AJ2955' 
 AJ2955'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2999 ***********************************************************************
 AH2999  DESIGNATION -  HEN280 1A
 AH2999  PID         -  AH2999
 AH2999  STATE/COUNTY-  IL/HENRY
 AH2999  USGS QUAD   -  GREEN ROCK (1992)
 AH2999
 AH2999                         *CURRENT SURVEY CONTROL
 AH2999  ___________________________________________________________________
 AH2999* NAD 83(1997)-  41 26 27.45121(N)    090 21 16.57731(W)     ADJUSTED  
 AH2999* NAVD 88     -       208.1    (meters)     683.     (feet)  GPS OBS   
 AH2999  ___________________________________________________________________
 AH2999  X           -     -29,635.642 (meters)                     COMP
 AH2999  Y           -  -4,788,360.194 (meters)                     COMP
 AH2999  Z           -   4,199,374.863 (meters)                     COMP
 AH2999  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AH2999  ELLIP HEIGHT-         175.23  (meters)          (12/06/04) GPS OBS
 AH2999  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AH2999
 AH2999  HORZ ORDER  -  FIRST
 AH2999  ELLP ORDER  -  FOURTH    CLASS I
 AH2999
 AH2999.The horizontal coordinates were established by GPS observations
 AH2999.and adjusted by the National Geodetic Survey in September 1998..
 AH2999
 AH2999.The orthometric height was determined by GPS observations and a
 AH2999.high-resolution geoid model.
 AH2999
 AH2999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2999
 AH2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2999
 AH2999.The ellipsoidal height was determined by GPS observations
 AH2999.and is referenced to NAD 83.
 AH2999
 AH2999.The geoid height was determined by GEOID03.
 AH2999
 AH2999;                    North         East     Units Scale Factor Converg.
 AH2999;SPC IL W     -   530,011.758   684,294.562   MT  0.99994421   -0 07 27.8
 AH2999;SPC IL W     - 1,738,880.24  2,245,056.41   sFT  0.99994421   -0 07 27.8
 AH2999;UTM  15      - 4,591,087.524   721,002.300   MT  1.00020111   +1 45 05.6
 AH2999
 AH2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2999!SPC IL W     -   0.99997252  x   0.99994421  =   0.99991673
 AH2999!UTM  15      -   0.99997252  x   1.00020111  =   1.00017362
 AH2999
 AH2999:                Primary Azimuth Mark                     Grid Az
 AH2999:SPC IL W     -  HEN280 1B                                092 59 04.7
 AH2999:UTM  15      -  HEN280 1B                                091 06 31.3
 AH2999
 AH2999|---------------------------------------------------------------------|
 AH2999| PID    Reference Object                     Distance      Geod. Az  |
 AH2999|                                                           dddmmss.s |
 AH2999| AH3000 HEN280 1B                           APPROX. 0.7 KM 0925136.9 |
 AH2999|---------------------------------------------------------------------|
 AH2999
 AH2999                          SUPERSEDED SURVEY CONTROL
 AH2999
 AH2999  ELLIP H (09/15/98)  175.24   (m)                       GP(       ) 3 1
 AH2999
 AH2999.Superseded values are not recommended for survey control.
 AH2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2999.See file dsdata.txt to determine how the superseded data were derived.
 AH2999
 AH2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2100291088(NAD 83)
 AH2999_MARKER: I = METAL ROD
 AH2999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2999_STAMPING: HEN280-1A
 AH2999_MARK LOGO: ILDT  
 AH2999_PROJECTION: RECESSED 3 CENTIMETERS
 AH2999_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2999+STABILITY: POSITION/ELEVATION WELL
 AH2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2999+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 AH2999_ROD/PIPE-DEPTH:  3.7 meters
 AH2999_SLEEVE-DEPTH  :  0.9 meters
 AH2999
 AH2999  HISTORY     - Date     Condition        Report By
 AH2999  HISTORY     - 1996     MONUMENTED       SECI
 AH2999  HISTORY     - 20011006 GOOD             USPSQD
 AH2999  HISTORY     - 20040630 GOOD             USPSQD
 AH2999
 AH2999                          STATION DESCRIPTION
 AH2999
 AH2999'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2999'STATION IS LOCATED APPROXIMATELY 3.0 MI (4.8 KM) EAST OF COAL VALLEY,
 AH2999'2.7 MI (4.3 KM) SOUTH OF GREEN ROCK, 2.7 MI (4.3 KM) SOUTHWEST OF
 AH2999'COLONA IN THE SOUTH 1/2 OF SECTION 22 OR 23, T 17 N, R 1 E.  TO REACH
 AH2999'FROM THE INTERCHANGE OF INTERSTATE ROUTE 280, INTERSTATE ROUTE 74, AND
 AH2999'INTERSTATE ROUTE 80, PROCEED WEST ALONG INTERSTATE ROUTE 280 FOR
 AH2999'APPROXIMATELY 1.3 MI (2.1 KM) TO THE STATION LOCATED ON THE LEFT
 AH2999'(SOUTH) SIDE OF INTERSTATE ROUTE 280 WEST BOUND LANES IN THE GRASS
 AH2999'MEDIAN.  THE STATION IS LOCATED 41.5 FT (12.6 M) NORTH OF THE
 AH2999'CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE ROUTE 280, 47.2 FT
 AH2999'(14.4 M) SOUTH OF THE WEST BOUND LANES OF INTERSTATE ROUTE 280, 25.5
 AH2999'FT (7.8 M) WEST OF THE EAST EDGE OF A CONCRETE DRAINAGE STRUCTURE,
 AH2999'293.4 FT (89.4 M) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 AH2999'FOUNDATION FOR A SIGN OVER THE EAST BOUND LANES THAT READS INTERSTATE
 AH2999'74, INTERSTATE 80, PEORIA, DES MOINES 1 MILE, (1.6 KM) 188.8 FT (57.5
 AH2999'M) WEST OF THE LAST WEST WOOD POST TO A GUARDRAIL ON THE NORTH SIDE OF
 AH2999'THE EAST BOUND LANES, 8.7 FT (2.7 M) WEST OF A WOOD POST, 2.5 FT (0.8
 AH2999'M) EAST OF A WOOD POST, 2.1 FT (0.6 M) NORTH OF AN ORANGE FIBERGLASS
 AH2999'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH2999'CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2999
 AH2999                          STATION RECOVERY (2001)
 AH2999
 AH2999'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2999'FOUND MARK AS DESCRIBED
 AH2999
 AH2999                          STATION RECOVERY (2004)
 AH2999
 AH2999'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 AH2999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3000 ***********************************************************************
 AH3000  DESIGNATION -  HEN280 1B
 AH3000  PID         -  AH3000
 AH3000  STATE/COUNTY-  IL/HENRY
 AH3000  USGS QUAD   -  GREEN ROCK (1992)
 AH3000
 AH3000                         *CURRENT SURVEY CONTROL
 AH3000  ___________________________________________________________________
 AH3000* NAD 83(1997)-  41 26 26.29706(N)    090 20 45.90859(W)     ADJUSTED  
 AH3000* NAVD 88     -       210.5    (meters)     691.     (feet)  GPS OBS   
 AH3000  ___________________________________________________________________
 AH3000  X           -     -28,923.833 (meters)                     COMP
 AH3000  Y           -  -4,788,389.972 (meters)                     COMP
 AH3000  Z           -   4,199,349.811 (meters)                     COMP
 AH3000  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AH3000  ELLIP HEIGHT-         177.71  (meters)          (12/06/04) GPS OBS
 AH3000  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AH3000
 AH3000  HORZ ORDER  -  FIRST
 AH3000  ELLP ORDER  -  FOURTH    CLASS I
 AH3000
 AH3000.The horizontal coordinates were established by GPS observations
 AH3000.and adjusted by the National Geodetic Survey in September 1998..
 AH3000
 AH3000.The orthometric height was determined by GPS observations and a
 AH3000.high-resolution geoid model.
 AH3000
 AH3000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3000
 AH3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3000
 AH3000.The ellipsoidal height was determined by GPS observations
 AH3000.and is referenced to NAD 83.
 AH3000
 AH3000.The geoid height was determined by GEOID03.
 AH3000
 AH3000;                    North         East     Units Scale Factor Converg.
 AH3000;SPC IL W     -   529,974.643   685,006.403   MT  0.99994394   -0 07 07.5
 AH3000;SPC IL W     - 1,738,758.47  2,247,391.84   sFT  0.99994394   -0 07 07.5
 AH3000;UTM  15      - 4,591,073.728   721,715.160   MT  1.00020500   +1 45 25.9
 AH3000
 AH3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3000!SPC IL W     -   0.99997213  x   0.99994394  =   0.99991607
 AH3000!UTM  15      -   0.99997213  x   1.00020500  =   1.00017712
 AH3000
 AH3000:                Primary Azimuth Mark                     Grid Az
 AH3000:SPC IL W     -  HEN280 1A                                272 59 04.7
 AH3000:UTM  15      -  HEN280 1A                                271 06 31.3
 AH3000
 AH3000|---------------------------------------------------------------------|
 AH3000| PID    Reference Object                     Distance      Geod. Az  |
 AH3000|                                                           dddmmss.s |
 AH3000| AH2999 HEN280 1A                           APPROX. 0.7 KM 2725157.2 |
 AH3000|---------------------------------------------------------------------|
 AH3000
 AH3000                          SUPERSEDED SURVEY CONTROL
 AH3000
 AH3000  ELLIP H (09/15/98)  177.72   (m)                       GP(       ) 3 1
 AH3000
 AH3000.Superseded values are not recommended for survey control.
 AH3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3000.See file dsdata.txt to determine how the superseded data were derived.
 AH3000
 AH3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2171591074(NAD 83)
 AH3000_MARKER: I = METAL ROD
 AH3000_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3000_STAMPING: HEN280-1B
 AH3000_MARK LOGO: ILDT  
 AH3000_PROJECTION: FLUSH
 AH3000_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3000+STABILITY: POSITION/ELEVATION WELL
 AH3000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3000+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 AH3000_ROD/PIPE-DEPTH:  3.7 meters
 AH3000_SLEEVE-DEPTH  :  0.9 meters
 AH3000
 AH3000  HISTORY     - Date     Condition        Report By
 AH3000  HISTORY     - 1996     MONUMENTED       SECI
 AH3000  HISTORY     - 20011006 GOOD             USPSQD
 AH3000  HISTORY     - 20040630 GOOD             USPSQD
 AH3000
 AH3000                          STATION DESCRIPTION
 AH3000
 AH3000'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH3000'STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) EAST OF COAL VALLEY,
 AH3000'2.8 MI (4.5 KM) SOUTH OF GREEN ROCK, 2.3 MI (3.7 KM) SOUTHWEST OF
 AH3000'COLONA IN THE SOUTH 1/2 OF SECTION 23, T 17 N, R 1 E.  TO REACH FROM
 AH3000'THE INTERCHANGE OF INTERSTATE ROUTE 280, INTERSTATE ROUTE 74, AND
 AH3000'INTERSTATE ROUTE 80, PROCEED WEST ALONG INTERSTATE ROUTE 280 FOR
 AH3000'APPROXIMATELY 0.9 MI (1.4 KM) TO THE STATION LOCATED JUST WEST OF A
 AH3000'TURN AROUND FOR AUTHORIZED VEHICLES, NEAR MILE MARKER 13.06.  THE
 AH3000'STATION IS LOCATED 48.0 FT (14.6 M) NORTH OF THE CENTERLINE OF THE
 AH3000'EAST BOUND LANES OF INTERSTATE ROUTE 280, 40.3 FT (12.3 M) SOUTH OF
 AH3000'THE WEST BOUND LANES OF INTERSTATE ROUTE 280, 30.2 FT (9.2 M) WEST OF
 AH3000'THE CENTERLINE OF A TURN AROUND FOR AUTHORIZED VEHCLES, 56.2 FT (17.1
 AH3000'M) WEST OF A NO U TURN SIGN, 196.5 FT (59.9 M) NORTHWEST OF A CONCRETE
 AH3000'R.O.W.  MARKER, 122.3 FT (37.3 M) NORTHWEST OF A 8-IN DIA TREE, 155.5
 AH3000'FT (47.4 M) SOUTHWEST OF A 12-IN DIAMETER TREE, 171.5 FT (52.3 M)
 AH3000'SOUTHEAST OF A CONCRETE R.O.W.  MARKER, 136.9 FT (41.7 M) SOUTHEAST OF
 AH3000'A 14-IN DIAMETER TREE, 348.6 FT (106.3 M) SOUTHEAST OF A MILE MARKER
 AH3000'13 SIGN, AND 2.1 FT (0.6 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH3000'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH3000'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH3000
 AH3000                          STATION RECOVERY (2001)
 AH3000
 AH3000'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH3000'FOUND MARK AS DESCRIBED
 AH3000
 AH3000                          STATION RECOVERY (2004)
 AH3000
 AH3000'RECOVERY NOTE BY US POWER SQUADRON 2004 (TCK)
 AH3000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2994 ***********************************************************************
 AH2994  DESIGNATION -  HEN74 1A
 AH2994  PID         -  AH2994
 AH2994  STATE/COUNTY-  IL/HENRY
 AH2994  USGS QUAD   -  ANDOVER (1991)
 AH2994
 AH2994                         *CURRENT SURVEY CONTROL
 AH2994  ___________________________________________________________________
 AH2994* NAD 83(1997)-  41 16 44.55560(N)    090 20 01.19935(W)     ADJUSTED  
 AH2994* NAVD 88     -       224.5    (meters)     737.     (feet)  GPS OBS   
 AH2994  ___________________________________________________________________
 AH2994  X           -     -27,955.042 (meters)                     COMP
 AH2994  Y           -  -4,800,265.782 (meters)                     COMP
 AH2994  Z           -   4,185,888.192 (meters)                     COMP
 AH2994  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AH2994  ELLIP HEIGHT-         191.67  (meters)          (12/06/04) GPS OBS
 AH2994  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AH2994
 AH2994  HORZ ORDER  -  FIRST
 AH2994  ELLP ORDER  -  FOURTH    CLASS I
 AH2994
 AH2994.The horizontal coordinates were established by GPS observations
 AH2994.and adjusted by the National Geodetic Survey in September 1998..
 AH2994
 AH2994.The orthometric height was determined by GPS observations and a
 AH2994.high-resolution geoid model.
 AH2994
 AH2994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2994
 AH2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2994
 AH2994.The ellipsoidal height was determined by GPS observations
 AH2994.and is referenced to NAD 83.
 AH2994
 AH2994.The geoid height was determined by GEOID03.
 AH2994
 AH2994;                    North         East     Units Scale Factor Converg.
 AH2994;SPC IL W     -   512,026.748   686,009.684   MT  0.99994358   -0 06 36.6
 AH2994;SPC IL W     - 1,679,874.42  2,250,683.44   sFT  0.99994358   -0 06 36.6
 AH2994;UTM  15      - 4,573,163.456   723,304.923   MT  1.00021373   +1 45 35.2
 AH2994
 AH2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2994!SPC IL W     -   0.99996994  x   0.99994358  =   0.99991352
 AH2994!UTM  15      -   0.99996994  x   1.00021373  =   1.00018366
 AH2994
 AH2994:                Primary Azimuth Mark                     Grid Az
 AH2994:SPC IL W     -  HEN74 1B                                 170 35 07.5
 AH2994:UTM  15      -  HEN74 1B                                 168 42 55.7
 AH2994
 AH2994|---------------------------------------------------------------------|
 AH2994| PID    Reference Object                     Distance      Geod. Az  |
 AH2994|                                                           dddmmss.s |
 AH2994| AH2993 HEN74 1B                            APPROX. 1.8 KM 1702830.9 |
 AH2994|---------------------------------------------------------------------|
 AH2994
 AH2994                          SUPERSEDED SURVEY CONTROL
 AH2994
 AH2994  ELLIP H (09/15/98)  191.69   (m)                       GP(       ) 3 1
 AH2994
 AH2994.Superseded values are not recommended for survey control.
 AH2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2994.See file dsdata.txt to determine how the superseded data were derived.
 AH2994
 AH2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2330573163(NAD 83)
 AH2994_MARKER: I = METAL ROD
 AH2994_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2994_STAMPING: HEN74-1A
 AH2994_MARK LOGO: ILDT  
 AH2994_PROJECTION: FLUSH
 AH2994_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2994+STABILITY: POSITION/ELEVATION WELL
 AH2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2994+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 AH2994_ROD/PIPE-DEPTH:  2.4 meters
 AH2994_SLEEVE-DEPTH  :  0.9 meters
 AH2994
 AH2994  HISTORY     - Date     Condition        Report By
 AH2994  HISTORY     - 1996     MONUMENTED       SECI
 AH2994  HISTORY     - 20011031 GOOD             USPSQD
 AH2994  HISTORY     - 20040616 GOOD             USPSQD
 AH2994
 AH2994                          STATION DESCRIPTION
 AH2994
 AH2994'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2994'STATION IS LOCATED APPROXIMATELY 2.4 MI (3.9 KM) SOUTHWEST OF ANDOVER,
 AH2994'5.7 MI (9.2 KM) SOUTHEAST OF ORION, 7.0 MI (11.3 KM) NORTH OF WOODHULL
 AH2994'IN THE NORTHWEST 1/4 OF SECTION 24, T 15 N, R 1 E.  TO REACH FROM THE
 AH2994'INTERCHANGE OF INTERSTATE ROUTE 74 AND ILLINOIS ROUTE 81, PROCEED
 AH2994'SOUTH ALONG INTERSTATE ROUTE 74 FOR APPROXIMATELY 1.1 MI (1.8 KM) TO
 AH2994'THE STATION LOCATED ON THE LEFT (WEST) SIDE OF INTERSTATE ROUTE 74
 AH2994'EAST BOUND LANES IN THE GRASS MEDIAN, JUST SOUTH OF MILE MARKER 25.
 AH2994'THE STATION IS LOCATED 45.0 FT (13.7 M) EAST OF THE CENTERLINE OF THE
 AH2994'EAST BOUND LANES OF INTERSTATE ROUTE 74, 43.2 FT (13.2 M) WEST OF THE
 AH2994'WEST BOUND LANES OF INTERSTATE ROUTE 74, 86.7 FT (26.4 M) SOUTHWEST OF
 AH2994'THE NORTHWEST CORNER OF A CONCRETE HEADWALL ON THE WEST SIDE OF THE
 AH2994'WEST BOUND LANE, 111.6 FT (34.0 M) NORTHEAST OF THE EAST LEG OF
 AH2994'MILEAGE SIGN FOR ILLINOIS 17, GALESBURG, AND PEORIA, 5.8 FT (1.8 M)
 AH2994'SOUTH OF A CONCRETE DRAINAGE STRUCTURE, 3.5 FT (1.1 M) SOUTH OF A WOOD
 AH2994'POST, 2.0 FT (0.6 M) NORTH OF A WOOD POST, AND 1.7 FT (0.5 M) SOUTH OF
 AH2994'AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2994'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2994'TIES.
 AH2994
 AH2994                          STATION RECOVERY (2001)
 AH2994
 AH2994'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2994'RECOVERED IN GOOD CONDITION.
 AH2994
 AH2994                          STATION RECOVERY (2004)
 AH2994
 AH2994'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH2994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2993 ***********************************************************************
 AH2993  DESIGNATION -  HEN74 1B
 AH2993  PID         -  AH2993
 AH2993  STATE/COUNTY-  IL/HENRY
 AH2993  USGS QUAD   -  ANDOVER (1991)
 AH2993
 AH2993                         *CURRENT SURVEY CONTROL
 AH2993  ___________________________________________________________________
 AH2993* NAD 83(1997)-  41 15 45.53916(N)    090 19 48.07622(W)     ADJUSTED  
 AH2993* NAVD 88     -       207.1    (meters)     679.     (feet)  GPS OBS   
 AH2993  ___________________________________________________________________
 AH2993  X           -     -27,656.478 (meters)                     COMP
 AH2993  Y           -  -4,801,455.404 (meters)                     COMP
 AH2993  Z           -   4,184,508.267 (meters)                     COMP
 AH2993  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AH2993  ELLIP HEIGHT-         174.25  (meters)          (12/06/04) GPS OBS
 AH2993  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AH2993
 AH2993  HORZ ORDER  -  FIRST
 AH2993  ELLP ORDER  -  FOURTH    CLASS I
 AH2993
 AH2993.The horizontal coordinates were established by GPS observations
 AH2993.and adjusted by the National Geodetic Survey in September 1998..
 AH2993
 AH2993.The orthometric height was determined by GPS observations and a
 AH2993.high-resolution geoid model.
 AH2993
 AH2993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2993
 AH2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2993
 AH2993.The ellipsoidal height was determined by GPS observations
 AH2993.and is referenced to NAD 83.
 AH2993
 AH2993.The geoid height was determined by GEOID03.
 AH2993
 AH2993;                    North         East     Units Scale Factor Converg.
 AH2993;SPC IL W     -   510,205.630   686,311.645   MT  0.99994348   -0 06 27.8
 AH2993;SPC IL W     - 1,673,899.64  2,251,674.12   sFT  0.99994348   -0 06 27.8
 AH2993;UTM  15      - 4,571,352.668   723,666.236   MT  1.00021572   +1 45 41.8
 AH2993
 AH2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2993!SPC IL W     -   0.99997267  x   0.99994348  =   0.99991615
 AH2993!UTM  15      -   0.99997267  x   1.00021572  =   1.00018838
 AH2993
 AH2993:                Primary Azimuth Mark                     Grid Az
 AH2993:SPC IL W     -  HEN74 1A                                 350 35 07.4
 AH2993:UTM  15      -  HEN74 1A                                 348 42 57.8
 AH2993
 AH2993|---------------------------------------------------------------------|
 AH2993| PID    Reference Object                     Distance      Geod. Az  |
 AH2993|                                                           dddmmss.s |
 AH2993| AH2994 HEN74 1A                            APPROX. 1.8 KM 3502839.6 |
 AH2993|---------------------------------------------------------------------|
 AH2993
 AH2993                          SUPERSEDED SURVEY CONTROL
 AH2993
 AH2993  ELLIP H (09/15/98)  174.27   (m)                       GP(       ) 3 1
 AH2993
 AH2993.Superseded values are not recommended for survey control.
 AH2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2993.See file dsdata.txt to determine how the superseded data were derived.
 AH2993
 AH2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2366671353(NAD 83)
 AH2993_MARKER: I = METAL ROD
 AH2993_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2993_STAMPING: HEN74-1B
 AH2993_MARK LOGO: ILDT  
 AH2993_PROJECTION: RECESSED 5 CENTIMETERS
 AH2993_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2993+STABILITY: POSITION/ELEVATION WELL
 AH2993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2993+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 AH2993_ROD/PIPE-DEPTH:  3.7 meters
 AH2993_SLEEVE-DEPTH  :  0.9 meters
 AH2993
 AH2993  HISTORY     - Date     Condition        Report By
 AH2993  HISTORY     - 1996     MONUMENTED       SECI
 AH2993  HISTORY     - 20011031 GOOD             USPSQD
 AH2993  HISTORY     - 20040616 GOOD             USPSQD
 AH2993
 AH2993                          STATION DESCRIPTION
 AH2993
 AH2993'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2993'STATION IS LOCATED APPROXIMATELY 2.9 MI (4.7 KM) SOUTHWEST OF ANDOVER,
 AH2993'6.8 MI (10.9 KM) SOUTHEAST OF ORION, 5.9 MI (9.5 KM) NORTH OF WOODHULL
 AH2993'IN THE NORTH 1/2 OF SECTION 25, T 15 N, R 1 E.  TO REACH FROM THE
 AH2993'INTERCHANGE OF INTERSTATE ROUTE 74 AND ILLINOIS ROUTE 81, PROCEED
 AH2993'SOUTH ALONG INTERSTATE ROUTE 74 FOR APPROXIMATELY 2.3 MI (3.7 KM) TO
 AH2993'THE STATION LOCATED ON THE LEFT (WEST) SIDE OF INTERSTATE ROUTE 74
 AH2993'EAST BOUND LANES IN THE GRASS MEDIAN.  THE STATION IS LOCATED 44.0 FT
 AH2993'(13.4 M) EAST OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 AH2993'ROUTE 74, 43.9 FT (13.4 M) WEST OF THE WEST BOUND LANES OF INTESTATE
 AH2993'ROUTE 74, 82.4 FT (25.1 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AH2993'CONCRETE DRAINAGE STRUCTURE EAST OF THE EAST BOUND LANES, 34.5 FT
 AH2993'(10.5 M) NORTH OF THE CONCRETE DRAINAGE STRUCTURES, 3.6 FT (1.1 M)
 AH2993'SOUTH OF A WOOD POST, 2.3 FT (0.7 M) NORTH OF A WOOD POST, AND 2.3 FT
 AH2993'(0.7 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO
 AH2993'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2993'WOOD PHYSICAL TIES.
 AH2993
 AH2993                          STATION RECOVERY (2001)
 AH2993
 AH2993'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2993'RECOVERED IN GOOD CONDITION.
 AH2993
 AH2993                          STATION RECOVERY (2004)
 AH2993
 AH2993'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH2993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3003 ***********************************************************************
 AH3003  DESIGNATION -  HEN78 1A
 AH3003  PID         -  AH3003
 AH3003  STATE/COUNTY-  IL/HENRY
 AH3003  USGS QUAD   -  KEWANEE NORTH (1983)
 AH3003
 AH3003                         *CURRENT SURVEY CONTROL
 AH3003  ___________________________________________________________________
 AH3003* NAD 83(1997)-  41 17 29.26268(N)    089 55 10.42942(W)     ADJUSTED  
 AH3003* NAVD 88     -       218.8    (meters)     718.     (feet)  GPS OBS   
 AH3003  ___________________________________________________________________
 AH3003  X           -       6,737.815 (meters)                     COMP
 AH3003  Y           -  -4,799,428.032 (meters)                     COMP
 AH3003  Z           -   4,186,920.759 (meters)                     COMP
 AH3003  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AH3003  ELLIP HEIGHT-         185.84  (meters)          (12/06/04) GPS OBS
 AH3003  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AH3003
 AH3003  HORZ ORDER  -  FIRST
 AH3003  ELLP ORDER  -  FOURTH    CLASS I
 AH3003
 AH3003.The horizontal coordinates were established by GPS observations
 AH3003.and adjusted by the National Geodetic Survey in September 1998..
 AH3003
 AH3003.The orthometric height was determined by GPS observations and a
 AH3003.high-resolution geoid model.
 AH3003
 AH3003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3003
 AH3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3003
 AH3003.The ellipsoidal height was determined by GPS observations
 AH3003.and is referenced to NAD 83.
 AH3003
 AH3003.The geoid height was determined by GEOID03.
 AH3003
 AH3003;                    North         East     Units Scale Factor Converg.
 AH3003;SPC IL W     -   513,421.873   720,696.990   MT  0.99994645   +0 09 47.0
 AH3003;SPC IL W     - 1,684,451.60  2,364,486.71   sFT  0.99994645   +0 09 47.0
 AH3003;UTM  16      - 4,575,224.995   255,531.195   MT  1.00033559   -1 55 39.2
 AH3003;UTM  15      - 4,575,690.914   757,941.070   MT  1.00041891   +2 02 01.9
 AH3003
 AH3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3003!SPC IL W     -   0.99997085  x   0.99994645  =   0.99991730
 AH3003!UTM  16      -   0.99997085  x   1.00033559  =   1.00030643
 AH3003!UTM  15      -   0.99997085  x   1.00041891  =   1.00038975
 AH3003
 AH3003:                Primary Azimuth Mark                     Grid Az
 AH3003:SPC IL W     -  HEN78 1B                                 359 27 39.0
 AH3003:UTM  16      -  HEN78 1B                                 001 33 05.2
 AH3003:UTM  15      -  HEN78 1B                                 357 35 24.1
 AH3003
 AH3003|---------------------------------------------------------------------|
 AH3003| PID    Reference Object                     Distance      Geod. Az  |
 AH3003|                                                           dddmmss.s |
 AH3003| AH3004 HEN78 1B                            APPROX. 0.8 KM 3593726.0 |
 AH3003|---------------------------------------------------------------------|
 AH3003
 AH3003                          SUPERSEDED SURVEY CONTROL
 AH3003
 AH3003  ELLIP H (09/15/98)  185.86   (m)                       GP(       ) 3 1
 AH3003
 AH3003.Superseded values are not recommended for survey control.
 AH3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3003.See file dsdata.txt to determine how the superseded data were derived.
 AH3003
 AH3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5553175225(NAD 83)
 AH3003_MARKER: I = METAL ROD
 AH3003_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3003_STAMPING: HEN78-1A
 AH3003_MARK LOGO: ILDT  
 AH3003_PROJECTION: RECESSED 3 CENTIMETERS
 AH3003_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3003+STABILITY: POSITION/ELEVATION WELL
 AH3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3003+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 AH3003_ROD/PIPE-DEPTH:  2.4 meters
 AH3003_SLEEVE-DEPTH  :  0.9 meters
 AH3003
 AH3003  HISTORY     - Date     Condition        Report By
 AH3003  HISTORY     - 1996     MONUMENTED       SECI
 AH3003  HISTORY     - 20011031 GOOD             USPSQD
 AH3003  HISTORY     - 20040506 GOOD             USPSQD
 AH3003
 AH3003                          STATION DESCRIPTION
 AH3003
 AH3003'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH3003'STATION IS LOCATED APPROXIMATELY 3.2 MI (5.1 KM) NORTH OF KEWANEE, 7.3
 AH3003'MI (11.7 KM) SOUTH OF ANNAWAN, 3.3 MI (5.3 KM) WEST OF THE
 AH3003'BUREAU/HENRY COUNTY LINE IN THE NORTHEAST 1/4 OF SECTION 16, T 15 N, R
 AH3003'5 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 78 AND ILLINOIS
 AH3003'ROUTE 81 (WEST) , PROCEED NORTH ALONG ILLINOIS ROUTE 78 FOR
 AH3003'APPROXIMATELY 3.5 MI (5.6 KM) TO THE STATION LOCATED ON THE LEFT
 AH3003'(WEST) SIDE OF ILLINOIS ROUTE 78, JUST NORTH OF A FIELD ENTRANCE TO
 AH3003'THE WEST.  THE STATION IS ALSO LOCATED 2.5 MI (4.0 KM) SOUTH ALONG
 AH3003'ILLINOIS ROUTE 78 FROM THE ENTRANCE TO JOHNSON SAUK TRAIL STATE PARK.
 AH3003'TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 78 AND U.S. ROUTE 34,
 AH3003'PROCEED NORTH ALONG ILLINOIS ROUTE 78 FOR APPROXIMATELY 3.8 MI (6.1
 AH3003'KM) TO THE STATION LOCATED ON THE LEFT (WEST) SIDE OF ILLINOIS ROUTE
 AH3003'78, JUST NORTH OF A FIELD ENTRANCE TO THE WEST AND JUST EAST OF A
 AH3003'CONCRETE DRAINAGE SWALE NEAR MILE MARKER 10.04.  THE STATION IS
 AH3003'LOCATED 55.8 FT (17.0 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 78,
 AH3003'15 FT (4.6 M) NORTH OF THE CENTER OF A FIELD ENTRANCE TO THE WEST,
 AH3003'63.0 FT (19.2 M) NORTHEAST OF A WOOD FENCE CORNER LOCATED ON THE SOUTH
 AH3003'SIDE OF THE FIELD ENTRANCE, 53.6 FT (16.3 M) EAST OF A WOOD FENCE
 AH3003'CORNER LOCATED ON THE NORTH SIDE OF THE FIELD ENTRANCE, 26.1 FT (8.0
 AH3003'M) SOUTHEAST OF THE NORTH END OF A CORRUGATED METAL PIPE UNDER THE
 AH3003'FIELD ENTRANCE, 191.4 FT (58.3 M) NORTHWEST OF A MILE MARKER 10.00
 AH3003'SIGN, AND 2.2 FT (0.7 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH3003'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH3003'WERE SET IN ALL WOOD PHYSICAL TIES AND ALSO IN THE CORRUGATED METAL
 AH3003'PIPE.
 AH3003
 AH3003                          STATION RECOVERY (2001)
 AH3003
 AH3003'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH3003'RECOVERED IN GOOD CONDITION.
 AH3003
 AH3003                          STATION RECOVERY (2004)
 AH3003
 AH3003'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH3003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3004 ***********************************************************************
 AH3004  DESIGNATION -  HEN78 1B
 AH3004  PID         -  AH3004
 AH3004  STATE/COUNTY-  IL/HENRY
 AH3004  USGS QUAD   -  KEWANEE NORTH (1983)
 AH3004
 AH3004                         *CURRENT SURVEY CONTROL
 AH3004  ___________________________________________________________________
 AH3004* NAD 83(1997)-  41 17 55.80781(N)    089 55 10.66049(W)     ADJUSTED  
 AH3004* NAVD 88     -       212.3    (meters)     697.     (feet)  GPS OBS   
 AH3004  ___________________________________________________________________
 AH3004  X           -       6,731.673 (meters)                     COMP
 AH3004  Y           -  -4,798,882.679 (meters)                     COMP
 AH3004  Z           -   4,187,531.727 (meters)                     COMP
 AH3004  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AH3004  ELLIP HEIGHT-         179.30  (meters)          (12/06/04) GPS OBS
 AH3004  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AH3004
 AH3004  HORZ ORDER  -  FIRST
 AH3004  ELLP ORDER  -  FOURTH    CLASS I
 AH3004
 AH3004.The horizontal coordinates were established by GPS observations
 AH3004.and adjusted by the National Geodetic Survey in September 1998..
 AH3004
 AH3004.The orthometric height was determined by GPS observations and a
 AH3004.high-resolution geoid model.
 AH3004
 AH3004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3004
 AH3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3004
 AH3004.The ellipsoidal height was determined by GPS observations
 AH3004.and is referenced to NAD 83.
 AH3004
 AH3004.The geoid height was determined by GEOID03.
 AH3004
 AH3004;                    North         East     Units Scale Factor Converg.
 AH3004;SPC IL W     -   514,240.725   720,689.284   MT  0.99994644   +0 09 47.0
 AH3004;SPC IL W     - 1,687,138.11  2,364,461.43   sFT  0.99994644   +0 09 47.0
 AH3004;UTM  16      - 4,576,043.901   255,553.376   MT  1.00033545   -1 55 40.3
 AH3004;UTM  15      - 4,576,509.464   757,906.617   MT  1.00041869   +2 02 02.8
 AH3004
 AH3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3004!SPC IL W     -   0.99997188  x   0.99994644  =   0.99991832
 AH3004!UTM  16      -   0.99997188  x   1.00033545  =   1.00030732
 AH3004!UTM  15      -   0.99997188  x   1.00041869  =   1.00039055
 AH3004
 AH3004:                Primary Azimuth Mark                     Grid Az
 AH3004:SPC IL W     -  HEN78 1A                                 179 27 38.8
 AH3004:UTM  16      -  HEN78 1A                                 181 33 06.1
 AH3004:UTM  15      -  HEN78 1A                                 177 35 23.0
 AH3004
 AH3004|---------------------------------------------------------------------|
 AH3004| PID    Reference Object                     Distance      Geod. Az  |
 AH3004|                                                           dddmmss.s |
 AH3004| AH3003 HEN78 1A                            APPROX. 0.8 KM 1793725.8 |
 AH3004|---------------------------------------------------------------------|
 AH3004
 AH3004                          SUPERSEDED SURVEY CONTROL
 AH3004
 AH3004  ELLIP H (09/15/98)  179.32   (m)                       GP(       ) 3 1
 AH3004
 AH3004.Superseded values are not recommended for survey control.
 AH3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3004.See file dsdata.txt to determine how the superseded data were derived.
 AH3004
 AH3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5555376044(NAD 83)
 AH3004_MARKER: I = METAL ROD
 AH3004_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3004_STAMPING: HEN78-1B
 AH3004_MARK LOGO: ILDT  
 AH3004_PROJECTION: RECESSED 5 CENTIMETERS
 AH3004_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3004+STABILITY: POSITION/ELEVATION WELL
 AH3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3004+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 AH3004_ROD/PIPE-DEPTH:  4.9 meters
 AH3004_SLEEVE-DEPTH  :  0.9 meters
 AH3004
 AH3004  HISTORY     - Date     Condition        Report By
 AH3004  HISTORY     - 1996     MONUMENTED       SECI
 AH3004  HISTORY     - 20011031 GOOD             USPSQD
 AH3004  HISTORY     - 20040506 GOOD             USPSQD
 AH3004
 AH3004                          STATION DESCRIPTION
 AH3004
 AH3004'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH3004'STATION IS LOCATED APPROXIMATELY 3.8 MI (6.1 KM) NORTH OF KEWANEE, 6.7
 AH3004'MI (10.8 KM) SOUTH OF ANNAWAN, 3.3 MI (5.3 KM) WEST OF THE
 AH3004'BUREAU/HENRY COUNTY LINE IN THE EAST 1/2 OF SECTION 9, T 15 N, R 5 E.
 AH3004'TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 78 AND ILLINOIS ROUTE 81
 AH3004'(WEST) , PROCEED NORTH ALONG ILLINOIS ROUTE 78 FOR APPROXIMATELY 4.0
 AH3004'MI (6.4 KM) TO THE STATION LOCATED ON THE LEFT (WEST) SIDE OF ILLINOIS
 AH3004'ROUTE 78, JUST SOUTH OF A FIELD ENTRANCE TO THE WEST AND A PRIVATE
 AH3004'DRIVE TO THE EAST NEAR MILE MARKER 10.55.  THE STATION IS ALSO LOCATED
 AH3004'2.0 MI (3.2 KM) SOUTH ALONG ILLINOIS ROUTE 78 FROM THE ENTRANCE TO
 AH3004'JOHNSON SAUK TRAIL STATE PARK.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH3004'ROUTE 78 AND U.S.  ROUTE 34, PROCEED NORTH ALONG ILLINOIS ROUTE 78 FOR
 AH3004'APPROXIMATELY 4.3 MI (6.9 KM) TO THE STATION LOCATED ON THE LEFT
 AH3004'(WEST) SIDE OF ILLINOIS ROUTE 78, JUST SOUTH OF A FIELD ENTRANCE TO
 AH3004'THE WEST AND A PRIVATE DRIVE TO THE EAST.  THE STATION IS LOCATED 54.1
 AH3004'FT (16.5 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 78, 19.5 FT (5.9
 AH3004'M) SOUTH OF THE CENTER OF A FIELD ENTRANCE TO THE WEST, 221.0 FT (67.4
 AH3004'M) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 151.1 FT (46.1 M)
 AH3004'SOUTHWEST OF A TELEPHONE RISER, 153.9 FT (46.9 M) NORTHWEST OF A WOOD
 AH3004'POST (CUT OFF POWER POLE) , 194.6 FT (59.3 M) NORTHWEST OF A POWER
 AH3004'POLE, 9.8 FT (3.0 M) SOUTHWEST OF THE SOUTH END OF A CORRUGATED METAL
 AH3004'PIPE UNDER THE FEILD ENTRANCE, AND 2.0 FT (0.6 M) EAST OF AN ORANGE
 AH3004'FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH3004'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES AND ALSO
 AH3004'IN THE CORRUGATED METAL PIPE.
 AH3004
 AH3004                          STATION RECOVERY (2001)
 AH3004
 AH3004'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH3004'RECOVERED IN GOOD CONDITION.
 AH3004
 AH3004                          STATION RECOVERY (2004)
 AH3004
 AH3004'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH3004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2998 ***********************************************************************
 AH2998  DESIGNATION -  HEN80 1A
 AH2998  PID         -  AH2998
 AH2998  STATE/COUNTY-  IL/HENRY
 AH2998  USGS QUAD   -  GENESEO (1991)
 AH2998
 AH2998                         *CURRENT SURVEY CONTROL
 AH2998  ___________________________________________________________________
 AH2998* NAD 83(1997)-  41 26 26.74369(N)    090 13 20.62518(W)     ADJUSTED  
 AH2998* NAVD 88     -       214.7    (meters)     704.     (feet)  GPS OBS   
 AH2998  ___________________________________________________________________
 AH2998  X           -     -18,586.598 (meters)                     COMP
 AH2998  Y           -  -4,788,435.239 (meters)                     COMP
 AH2998  Z           -   4,199,362.881 (meters)                     COMP
 AH2998  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AH2998  ELLIP HEIGHT-         181.85  (meters)          (12/06/04) GPS OBS
 AH2998  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AH2998
 AH2998  HORZ ORDER  -  FIRST
 AH2998  ELLP ORDER  -  FOURTH    CLASS I
 AH2998
 AH2998.The horizontal coordinates were established by GPS observations
 AH2998.and adjusted by the National Geodetic Survey in September 1998..
 AH2998
 AH2998.The orthometric height was determined by GPS observations and a
 AH2998.high-resolution geoid model.
 AH2998
 AH2998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2998
 AH2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2998
 AH2998.The ellipsoidal height was determined by GPS observations
 AH2998.and is referenced to NAD 83.
 AH2998
 AH2998.The geoid height was determined by GEOID03.
 AH2998
 AH2998;                    North         East     Units Scale Factor Converg.
 AH2998;SPC IL W     -   529,974.383   695,342.860   MT  0.99994144   -0 02 12.8
 AH2998;SPC IL W     - 1,738,757.62  2,281,304.03   sFT  0.99994144   -0 02 12.8
 AH2998;UTM  15      - 4,591,411.945   732,049.093   MT  1.00026272   +1 50 21.0
 AH2998
 AH2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2998!SPC IL W     -   0.99997148  x   0.99994144  =   0.99991292
 AH2998!UTM  15      -   0.99997148  x   1.00026272  =   1.00023419
 AH2998
 AH2998:                Primary Azimuth Mark                     Grid Az
 AH2998:SPC IL W     -  HEN80 1B                                 089 38 21.3
 AH2998:UTM  15      -  HEN80 1B                                 087 45 47.5
 AH2998
 AH2998|---------------------------------------------------------------------|
 AH2998| PID    Reference Object                     Distance      Geod. Az  |
 AH2998|                                                           dddmmss.s |
 AH2998| AH2997 HEN80 1B                            APPROX. 1.4 KM 0893608.5 |
 AH2998|---------------------------------------------------------------------|
 AH2998
 AH2998                          SUPERSEDED SURVEY CONTROL
 AH2998
 AH2998  ELLIP H (09/15/98)  181.88   (m)                       GP(       ) 3 1
 AH2998
 AH2998.Superseded values are not recommended for survey control.
 AH2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2998.See file dsdata.txt to determine how the superseded data were derived.
 AH2998
 AH2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3204991412(NAD 83)
 AH2998_MARKER: I = METAL ROD
 AH2998_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2998_STAMPING: HEN80-1A
 AH2998_MARK LOGO: ILDT  
 AH2998_PROJECTION: RECESSED 3 CENTIMETERS
 AH2998_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2998+STABILITY: POSITION/ELEVATION WELL
 AH2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2998+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 AH2998_ROD/PIPE-DEPTH:  4.9 meters
 AH2998_SLEEVE-DEPTH  :  0.9 meters
 AH2998
 AH2998  HISTORY     - Date     Condition        Report By
 AH2998  HISTORY     - 1996     MONUMENTED       SECI
 AH2998  HISTORY     - 20011006 GOOD             USPSQD
 AH2998  HISTORY     - 20040623 GOOD             USPSQD
 AH2998
 AH2998                          STATION DESCRIPTION
 AH2998
 AH2998'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2998'STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) WEST OF GENESEO, 6.0
 AH2998'MI (9.7 KM) SOUTHEAST OF COLONA IN THE NORTH 1/2 OF SECTION 25 OR 26,
 AH2998'T 17 N, R 2 E.  TO REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 80
 AH2998'AND ILLINOIS ROUTE 82, PROCEED WEST ALONG INTERSTATE ROUTE 80 FOR
 AH2998'APPROXIMATELY 3.6 MI (5.8 KM) TO THE STATION LOCATED ON THE LEFT
 AH2998'(SOUTH) SIDE OF INTERSTATE ROUTE 80 WEST BOUND LANES IN THE GRASS
 AH2998'MEDIAN, NEAR MILE MARKER 15.7.  THE STATION IS LOCATED 44.4 FT (13.5
 AH2998'M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE ROUTE
 AH2998'80, 43.5 FT (13.3 M) SOUTH OF THE WEST BOUND LANES OF INTERSTATE ROUTE
 AH2998'80, 28.6 FT (8.7 M) EAST OF AN OPEN GRATE CATCH BASIN, 197.9 FT (60.3
 AH2998'M) NORTHEAST OF A 22-IN DIAMETER TREE, 150.4 FT (45.8 M) SOUTHEAST OF
 AH2998'A 24-IN DIAMETER TREE, 166.0 FT (50.6 M) SOUTHEAST OF A CONCRETE
 AH2998'R.O.W.  MARKER, 164.7 FT (50.2 M) SOUTHEAST OF A WOOD FENCE CORNER
 AH2998'POST TO A FENCE THAT RUNS EAST AND NORTHEAST, 2.2 FT (0.7 M) EAST OF A
 AH2998'WOOD POST, 2.8 FT (0.9 M) WEST OF A WOOD POST, AND 2.0 FT (0.6 M)
 AH2998'NORTH OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM
 AH2998'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2998'PHYSICAL TIES.
 AH2998
 AH2998                          STATION RECOVERY (2001)
 AH2998
 AH2998'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2998'FOUND MARK AS DESCRIBED
 AH2998
 AH2998                          STATION RECOVERY (2004)
 AH2998
 AH2998'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH2998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2997 ***********************************************************************
 AH2997  DESIGNATION -  HEN80 1B
 AH2997  PID         -  AH2997
 AH2997  STATE/COUNTY-  IL/HENRY
 AH2997  USGS QUAD   -  GENESEO (1991)
 AH2997
 AH2997                         *CURRENT SURVEY CONTROL
 AH2997  ___________________________________________________________________
 AH2997* NAD 83(1997)-  41 26 27.05069(N)    090 12 21.01806(W)     ADJUSTED  
 AH2997* NAVD 88     -       215.8    (meters)     708.     (feet)  GPS OBS   
 AH2997  ___________________________________________________________________
 AH2997  X           -     -17,202.799 (meters)                     COMP
 AH2997  Y           -  -4,788,434.929 (meters)                     COMP
 AH2997  Z           -   4,199,370.676 (meters)                     COMP
 AH2997  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AH2997  ELLIP HEIGHT-         182.90  (meters)          (12/06/04) GPS OBS
 AH2997  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 AH2997
 AH2997  HORZ ORDER  -  FIRST
 AH2997  ELLP ORDER  -  FOURTH    CLASS I
 AH2997
 AH2997.The horizontal coordinates were established by GPS observations
 AH2997.and adjusted by the National Geodetic Survey in September 1998..
 AH2997
 AH2997.The orthometric height was determined by GPS observations and a
 AH2997.high-resolution geoid model.
 AH2997
 AH2997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2997
 AH2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2997
 AH2997.The ellipsoidal height was determined by GPS observations
 AH2997.and is referenced to NAD 83.
 AH2997
 AH2997.The geoid height was determined by GEOID03.
 AH2997
 AH2997;                    North         East     Units Scale Factor Converg.
 AH2997;SPC IL W     -   529,983.095   696,726.533   MT  0.99994131   -0 01 33.3
 AH2997;SPC IL W     - 1,738,786.20  2,285,843.63   sFT  0.99994131   -0 01 33.3
 AH2997;UTM  15      - 4,591,465.968   733,432.189   MT  1.00027064   +1 51 00.5
 AH2997
 AH2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2997!SPC IL W     -   0.99997131  x   0.99994131  =   0.99991262
 AH2997!UTM  15      -   0.99997131  x   1.00027064  =   1.00024194
 AH2997
 AH2997:                Primary Azimuth Mark                     Grid Az
 AH2997:SPC IL W     -  HEN80 1A                                 269 38 21.3
 AH2997:UTM  15      -  HEN80 1A                                 267 45 47.5
 AH2997
 AH2997|---------------------------------------------------------------------|
 AH2997| PID    Reference Object                     Distance      Geod. Az  |
 AH2997|                                                           dddmmss.s |
 AH2997| AH2998 HEN80 1A                            APPROX. 1.4 KM 2693648.0 |
 AH2997|---------------------------------------------------------------------|
 AH2997
 AH2997                          SUPERSEDED SURVEY CONTROL
 AH2997
 AH2997  ELLIP H (09/15/98)  182.93   (m)                       GP(       ) 3 1
 AH2997
 AH2997.Superseded values are not recommended for survey control.
 AH2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2997.See file dsdata.txt to determine how the superseded data were derived.
 AH2997
 AH2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3343291466(NAD 83)
 AH2997_MARKER: I = METAL ROD
 AH2997_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2997_STAMPING: HEN80-1B
 AH2997_MARK LOGO: ILDT  
 AH2997_PROJECTION: RECESSED 3 CENTIMETERS
 AH2997_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2997+STABILITY: POSITION/ELEVATION WELL
 AH2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2997+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 AH2997_ROD/PIPE-DEPTH:  6.1 meters
 AH2997_SLEEVE-DEPTH  :  0.9 meters
 AH2997
 AH2997  HISTORY     - Date     Condition        Report By
 AH2997  HISTORY     - 1996     MONUMENTED       SECI
 AH2997  HISTORY     - 20011006 GOOD             USPSQD
 AH2997  HISTORY     - 20040623 GOOD             USPSQD
 AH2997
 AH2997                          STATION DESCRIPTION
 AH2997
 AH2997'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2997'STATION IS LOCATED APPROXIMATELY 2.7 MI (4.3 KM) WEST OF GENESEO, 6.9
 AH2997'MI (11.1 KM) SOUTHEAST OF COLONA IN THE NORTH 1/2 OF SECTION 25, T 17
 AH2997'N, R 2 E.  TO REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 80 AND
 AH2997'ILLINOIS ROUTE 82, PROCEED WEST ALONG INTERSTATE ROUTE 80 FOR
 AH2997'APPROXIMATELY 2.5 MI (4.0 KM) TO THE STATION LOCATED ON THE LEFT
 AH2997'(SOUTH) SIDE OF INTERSTATE ROUTE 80 WEST BOUND LANES IN THE GRASS
 AH2997'MEDIAN, NEAR MILE MARKER 16.6.  THE STATION IS LOCATED 44.1 FT (13.4
 AH2997'M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE ROUTE
 AH2997'80, 43.9 FT (13.4 M) SOUTH OF THE WEST BOUND LANES OF INTERSTATE ROUTE
 AH2997'80, 27.1 FT (8.3 M) WEST OF AN OPEN GRATE CATCH BASIN, 93.7 FT (28.6
 AH2997'M) NORTHWEST OF THE NORTHEAST END OF A CONCRETE HEADWALL LOCATED ON
 AH2997'THE SOUTH SIDE OF THE EAST BOUND LANES, 153.1 FT (46.7 M) NORTHEAST OF
 AH2997'A 26-IN DIA TREE, 1.6 FT (0.5 M) EAST OF A WOOD POST, 2.0 FT (0.6 M)
 AH2997'WEST OF A WOOD POST, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE FIBERGLASS
 AH2997'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH2997'CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2997
 AH2997                          STATION RECOVERY (2001)
 AH2997
 AH2997'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 AH2997'FOUND MARK AS DESCRIBED
 AH2997
 AH2997                          STATION RECOVERY (2004)
 AH2997
 AH2997'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH2997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2995 ***********************************************************************
 AH2995  DESIGNATION -  HEN80 2A
 AH2995  PID         -  AH2995
 AH2995  STATE/COUNTY-  IL/HENRY
 AH2995  USGS QUAD   -  ATKINSON (1991)
 AH2995
 AH2995                         *CURRENT SURVEY CONTROL
 AH2995  ___________________________________________________________________
 AH2995* NAD 83(1997)-  41 24 50.51459(N)    090 03 36.18826(W)     ADJUSTED  
 AH2995* NAVD 88     -       208.9    (meters)     685.     (feet)  GPS OBS   
 AH2995  ___________________________________________________________________
 AH2995  X           -      -5,020.899 (meters)                     COMP
 AH2995  Y           -  -4,790,428.630 (meters)                     COMP
 AH2995  Z           -   4,197,132.979 (meters)                     COMP
 AH2995  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AH2995  ELLIP HEIGHT-         175.95  (meters)          (12/06/04) GPS OBS
 AH2995  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AH2995
 AH2995  HORZ ORDER  -  FIRST
 AH2995  ELLP ORDER  -  FOURTH    CLASS I
 AH2995
 AH2995.The horizontal coordinates were established by GPS observations
 AH2995.and adjusted by the National Geodetic Survey in September 1998..
 AH2995
 AH2995.The orthometric height was determined by GPS observations and a
 AH2995.high-resolution geoid model.
 AH2995
 AH2995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2995
 AH2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2995
 AH2995.The ellipsoidal height was determined by GPS observations
 AH2995.and is referenced to NAD 83.
 AH2995
 AH2995.The geoid height was determined by GEOID03.
 AH2995
 AH2995;                    North         East     Units Scale Factor Converg.
 AH2995;SPC IL W     -   527,009.818   708,913.130   MT  0.99994215   +0 04 13.9
 AH2995;SPC IL W     - 1,729,031.38  2,325,825.83   sFT  0.99994215   +0 04 13.9
 AH2995;UTM  15      - 4,588,892.214   745,714.056   MT  1.00034308   +1 56 44.6
 AH2995;UTM  16      - 4,589,240.252   244,246.698   MT  1.00040505   -2 01 31.1
 AH2995
 AH2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2995!SPC IL W     -   0.99997240  x   0.99994215  =   0.99991455
 AH2995!UTM  15      -   0.99997240  x   1.00034308  =   1.00031547
 AH2995!UTM  16      -   0.99997240  x   1.00040505  =   1.00037744
 AH2995
 AH2995:                Primary Azimuth Mark                     Grid Az
 AH2995:SPC IL W     -  HEN80 2B                                 091 37 00.1
 AH2995:UTM  15      -  HEN80 2B                                 089 44 29.4
 AH2995:UTM  16      -  HEN80 2B                                 093 42 45.1
 AH2995
 AH2995|---------------------------------------------------------------------|
 AH2995| PID    Reference Object                     Distance      Geod. Az  |
 AH2995|                                                           dddmmss.s |
 AH2995| AH2996 HEN80 2B                            APPROX. 0.6 KM 0914114.0 |
 AH2995|---------------------------------------------------------------------|
 AH2995
 AH2995                          SUPERSEDED SURVEY CONTROL
 AH2995
 AH2995  ELLIP H (09/15/98)  175.98   (m)                       GP(       ) 3 1
 AH2995
 AH2995.Superseded values are not recommended for survey control.
 AH2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2995.See file dsdata.txt to determine how the superseded data were derived.
 AH2995
 AH2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4571488892(NAD 83)
 AH2995_MARKER: I = METAL ROD
 AH2995_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2995_STAMPING: HEN80-2A
 AH2995_MARK LOGO: ILDT  
 AH2995_PROJECTION: RECESSED 3 CENTIMETERS
 AH2995_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2995+STABILITY: POSITION/ELEVATION WELL
 AH2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2995+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 AH2995_ROD/PIPE-DEPTH:  6.1 meters
 AH2995_SLEEVE-DEPTH  :  0.9 meters
 AH2995
 AH2995  HISTORY     - Date     Condition        Report By
 AH2995  HISTORY     - 1996     MONUMENTED       SECI
 AH2995  HISTORY     - 20010919 GOOD             USPSQD
 AH2995  HISTORY     - 20040623 GOOD             USPSQD
 AH2995
 AH2995                          STATION DESCRIPTION
 AH2995
 AH2995'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2995'STATION IS LOCATED APPROXIMATELY 2.3 MI (3.7 KM) SOUTHWEST OF
 AH2995'ATKINSON, 5.7 MI (9.2 KM) SOUTHEAST OF GENESEO IN THE SOUTH 1/2 OF
 AH2995'SECTION 32, T 17 N, R 4 E.  TO REACH FROM THE INTERCHANGE OF
 AH2995'INTERSTATE ROUTE 80 AND ILLINOIS ROUTE 82, PROCEED EAST ALONG
 AH2995'INTERSTATE 80 FOR APPROXIMATELY 5.4 MI (8.7 KM) TO THE STATION LOCATED
 AH2995'ON THE LEFT (NORTH) SIDE OF INTERSTATE 80 EAST BOUND LANES IN THE
 AH2995'GRASS MEDIAN, NEAR MILE MARKER 24.7.  THE STATION IS LOCATED 44.6 FT
 AH2995'(13.6 M) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF INTERSTATE
 AH2995'ROUTE 80, 43.7 FT (13.3 M) SOUTH OF THE WEST BOUND LANES OF INTERSTATE
 AH2995'ROUTE 80, 90.0 FT (27.4 M) SOUTHEAST OF A BOLT ON A GRATE TO A FLARED
 AH2995'END SECTION LOCATED ON THE NORTH SIDE OF THE WEST BOUND LANES, 21.8 FT
 AH2995'(6.6 M) SOUTHEAST OF A BOLT ON A GRATE TO A FLARED END SECTION LOCATED
 AH2995'ON THE SOUTH SIDE OF THE WEST BOUND LANES, 1.7 FT (0.5 M) EAST OF A
 AH2995'WOOD POST, 2.2 FT (0.7 M) WEST OF A WOOD POST, 33.0 FT (10.1 M) WEST
 AH2995'OF A THE LAST WOOD POST TO THE EAST, 18.0 FT (5.5 M) EAST OF THE
 AH2995'DRAINAGE PIPE UNDER THE WEST BOUND LANES, AND 2.0 FT (0.6 M) NORTH OF
 AH2995'AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS
 AH2995'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2995'TIES.
 AH2995
 AH2995                          STATION RECOVERY (2001)
 AH2995
 AH2995'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2995'RECOVERED IN GOOD CONDITION.
 AH2995
 AH2995                          STATION RECOVERY (2004)
 AH2995
 AH2995'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH2995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2996 ***********************************************************************
 AH2996  DESIGNATION -  HEN80 2B
 AH2996  PID         -  AH2996
 AH2996  STATE/COUNTY-  IL/HENRY
 AH2996  USGS QUAD   -  ATKINSON (1991)
 AH2996
 AH2996                         *CURRENT SURVEY CONTROL
 AH2996  ___________________________________________________________________
 AH2996* NAD 83(1997)-  41 24 49.94709(N)    090 03 10.63116(W)     ADJUSTED  
 AH2996* NAVD 88     -       202.6    (meters)     665.     (feet)  GPS OBS   
 AH2996  ___________________________________________________________________
 AH2996  X           -      -4,427.351 (meters)                     COMP
 AH2996  Y           -  -4,790,436.064 (meters)                     COMP
 AH2996  Z           -   4,197,115.675 (meters)                     COMP
 AH2996  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AH2996  ELLIP HEIGHT-         169.64  (meters)          (12/06/04) GPS OBS
 AH2996  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AH2996
 AH2996  HORZ ORDER  -  FIRST
 AH2996  ELLP ORDER  -  FOURTH    CLASS I
 AH2996
 AH2996.The horizontal coordinates were established by GPS observations
 AH2996.and adjusted by the National Geodetic Survey in September 1998..
 AH2996
 AH2996.The orthometric height was determined by GPS observations and a
 AH2996.high-resolution geoid model.
 AH2996
 AH2996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2996
 AH2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2996
 AH2996.The ellipsoidal height was determined by GPS observations
 AH2996.and is referenced to NAD 83.
 AH2996
 AH2996.The geoid height was determined by GEOID03.
 AH2996
 AH2996;                    North         East     Units Scale Factor Converg.
 AH2996;SPC IL W     -   526,993.066   709,506.657   MT  0.99994229   +0 04 30.8
 AH2996;SPC IL W     - 1,728,976.42  2,327,773.09   sFT  0.99994229   +0 04 30.8
 AH2996;UTM  15      - 4,588,894.894   746,308.053   MT  1.00034668   +1 57 01.6
 AH2996;UTM  16      - 4,589,201.788   244,839.488   MT  1.00040132   -2 01 14.1
 AH2996
 AH2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2996!SPC IL W     -   0.99997339  x   0.99994229  =   0.99991568
 AH2996!UTM  15      -   0.99997339  x   1.00034668  =   1.00032006
 AH2996!UTM  16      -   0.99997339  x   1.00040132  =   1.00037470
 AH2996
 AH2996:                Primary Azimuth Mark                     Grid Az
 AH2996:SPC IL W     -  HEN80 2A                                 271 37 00.1
 AH2996:UTM  15      -  HEN80 2A                                 269 44 29.3
 AH2996:UTM  16      -  HEN80 2A                                 273 42 45.0
 AH2996
 AH2996|---------------------------------------------------------------------|
 AH2996| PID    Reference Object                     Distance      Geod. Az  |
 AH2996|                                                           dddmmss.s |
 AH2996| AH2995 HEN80 2A                            APPROX. 0.6 KM 2714130.9 |
 AH2996|---------------------------------------------------------------------|
 AH2996
 AH2996                          SUPERSEDED SURVEY CONTROL
 AH2996
 AH2996  ELLIP H (09/15/98)  169.66   (m)                       GP(       ) 3 1
 AH2996
 AH2996.Superseded values are not recommended for survey control.
 AH2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2996.See file dsdata.txt to determine how the superseded data were derived.
 AH2996
 AH2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4630888895(NAD 83)
 AH2996_MARKER: I = METAL ROD
 AH2996_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2996_STAMPING: HEN80-2B
 AH2996_MARK LOGO: ILDT  
 AH2996_PROJECTION: RECESSED 3 CENTIMETERS
 AH2996_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2996+STABILITY: POSITION/ELEVATION WELL
 AH2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2996+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 AH2996_ROD/PIPE-DEPTH:  3.7 meters
 AH2996_SLEEVE-DEPTH  :  0.9 meters
 AH2996
 AH2996  HISTORY     - Date     Condition        Report By
 AH2996  HISTORY     - 1996     MONUMENTED       SECI
 AH2996  HISTORY     - 20010919 GOOD             USPSQD
 AH2996  HISTORY     - 20040623 GOOD             USPSQD
 AH2996
 AH2996                          STATION DESCRIPTION
 AH2996
 AH2996'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2996'STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) SOUTHWEST OF
 AH2996'ATKINSON, 6.2 MI (10.0 KM) SOUTHEAST OF GENESEO IN THE SOUTH 1/2 OF
 AH2996'SECTION 33, T 17 N, R 4 E.  TO REACH FROM THE INTERCHANGE OF
 AH2996'INTERSTATE ROUTE 80 AND ILLINOIS ROUTE 82, PROCEED EAST ALONG
 AH2996'INTERSTATE ROUTE 80 FOR APPROXIMATELY 5.8 MI (9.3 KM) TO THE STATION
 AH2996'LOCATED ON THE LEFT (NORTH) SIDE OF INTERSTATE ROUTE 80 EAST BOUND
 AH2996'LANES IN THE GRASS MEDIAN, NEAR MILE MARKER 24.92.  THE STATION IS
 AH2996'LOCATED 44.3 FT (13.5 M) NORTH OF THE CENTERLINE OF THE EAST BOUND
 AH2996'LANES OF INTERSTATE ROUTE 80, 43.7 FT (13.3 M) SOUTH OF THE WEST BOUND
 AH2996'LANES OF INTERSTATE ROUTE 80, 87.1 FT (26.5 M) NORTHEAST OF A BOLT ON
 AH2996'A GRATE TO A FLARED END SECTION LOCATED ON THE SOUTH SIDE OF THE EAST
 AH2996'BOUND LANES, 19.0 FT (5.8 M) EAST OF AN OPEN GRATE CATCH BASIN, 8.5 FT
 AH2996'(2.6 M) EAST OF THE LAST WOOD POST TO THE WEST, 3.1 FT (0.9 M) EAST OF
 AH2996'A WOOD POST, 3.2 FT (1.0 M) WEST OF A WOOD POST, AND 1.8 FT (0.5 M)
 AH2996'EAST OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM
 AH2996'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2996'PHYSICAL TIES.
 AH2996
 AH2996                          STATION RECOVERY (2001)
 AH2996
 AH2996'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH2996'RECOVERED IN GOOD CONDITION.
 AH2996
 AH2996                          STATION RECOVERY (2004)
 AH2996
 AH2996'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH2996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3002 ***********************************************************************
 AH3002  DESIGNATION -  HEN81 1A
 AH3002  PID         -  AH3002
 AH3002  STATE/COUNTY-  IL/HENRY
 AH3002  USGS QUAD   -  GERMAN CORNER (1991)
 AH3002
 AH3002                         *CURRENT SURVEY CONTROL
 AH3002  ___________________________________________________________________
 AH3002* NAD 83(1997)-  41 17 39.15798(N)    090 04 58.84735(W)     ADJUSTED  
 AH3002* NAVD 88     -       239.2    (meters)     785.     (feet)  GPS OBS   
 AH3002  ___________________________________________________________________
 AH3002  X           -      -6,953.400 (meters)                     COMP
 AH3002  Y           -  -4,799,241.672 (meters)                     COMP
 AH3002  Z           -   4,187,163.657 (meters)                     COMP
 AH3002  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AH3002  ELLIP HEIGHT-         206.34  (meters)          (12/06/04) GPS OBS
 AH3002  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AH3002
 AH3002  HORZ ORDER  -  FIRST
 AH3002  ELLP ORDER  -  FOURTH    CLASS I
 AH3002
 AH3002.The horizontal coordinates were established by GPS observations
 AH3002.and adjusted by the National Geodetic Survey in September 1998..
 AH3002
 AH3002.The orthometric height was determined by GPS observations and a
 AH3002.high-resolution geoid model.
 AH3002
 AH3002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3002
 AH3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3002
 AH3002.The ellipsoidal height was determined by GPS observations
 AH3002.and is referenced to NAD 83.
 AH3002
 AH3002.The geoid height was determined by GEOID03.
 AH3002
 AH3002;                    North         East     Units Scale Factor Converg.
 AH3002;SPC IL W     -   513,701.048   707,006.402   MT  0.99994178   +0 03 18.7
 AH3002;SPC IL W     - 1,685,367.52  2,319,570.17   sFT  0.99994178   +0 03 18.7
 AH3002;UTM  15      - 4,575,522.934   744,242.744   MT  1.00033423   +1 55 33.4
 AH3002;UTM  16      - 4,576,003.785   241,853.975   MT  1.00042021   -2 02 08.5
 AH3002
 AH3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3002!SPC IL W     -   0.99996764  x   0.99994178  =   0.99990942
 AH3002!UTM  15      -   0.99996764  x   1.00033423  =   1.00030185
 AH3002!UTM  16      -   0.99996764  x   1.00042021  =   1.00038783
 AH3002
 AH3002:                Primary Azimuth Mark                     Grid Az
 AH3002:SPC IL W     -  HEN81 1B                                 091 43 36.6
 AH3002:UTM  15      -  HEN81 1B                                 089 51 21.9
 AH3002:UTM  16      -  HEN81 1B                                 093 49 03.8
 AH3002
 AH3002|---------------------------------------------------------------------|
 AH3002| PID    Reference Object                     Distance      Geod. Az  |
 AH3002|                                                           dddmmss.s |
 AH3002| AH3001 HEN81 1B                            APPROX. 1.2 KM 0914655.3 |
 AH3002|---------------------------------------------------------------------|
 AH3002
 AH3002                          SUPERSEDED SURVEY CONTROL
 AH3002
 AH3002  ELLIP H (09/15/98)  206.37   (m)                       GP(       ) 3 1
 AH3002
 AH3002.Superseded values are not recommended for survey control.
 AH3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3002.See file dsdata.txt to determine how the superseded data were derived.
 AH3002
 AH3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4424375523(NAD 83)
 AH3002_MARKER: I = METAL ROD
 AH3002_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3002_STAMPING: HEN81-1A
 AH3002_MARK LOGO: ILDT  
 AH3002_PROJECTION: RECESSED 5 CENTIMETERS
 AH3002_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3002+STABILITY: POSITION/ELEVATION WELL
 AH3002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3002+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 AH3002_ROD/PIPE-DEPTH:  4.9 meters
 AH3002_SLEEVE-DEPTH  :  0.9 meters
 AH3002
 AH3002  HISTORY     - Date     Condition        Report By
 AH3002  HISTORY     - 1996     MONUMENTED       SECI
 AH3002  HISTORY     - 20011031 GOOD             USPSQD
 AH3002  HISTORY     - 20040609 GOOD             USPSQD
 AH3002
 AH3002                          STATION DESCRIPTION
 AH3002
 AH3002'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH3002'STATION IS LOCATED APPROXIMATELY 5.7 MI (9.2 KM) EAST OF CAMBRIDGE,
 AH3002'8.8 MI (14.2 KM) NORTHWEST OF KEWANEE IN THE SOUTHWEST 1/4 OF SECTION
 AH3002'7, T 15 N, R 4 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 81 AND
 AH3002'ILLINOIS ROUTE 78, PROCEED WEST ALONG ILLINOIS ROUTE 81 FOR
 AH3002'APPROXIMATELY 9.78 MI (15.74 KM) TO THE STATION LOCATED ON THE RIGHT
 AH3002'(NORTH) SIDE OF ILLINOIS ROUTE 81, JUST WEST OF A FIELD ENTRANCE TO
 AH3002'THE NORTH NEAR MILE MARKER 16.00.  THE STATION IS ALSO 0.25 MI (0.40
 AH3002'KM) EAST OF THE INTERSECTION OF ILLINOIS ROUTE 81 AND 1800 E. THE
 AH3002'STATION IS LOCATED 31.6 FT (9.6 M) NORTH OF THE CENTERLINE OF ILLINOIS
 AH3002'ROUTE 81, 13 FT (4.0 M) WEST OF THE CENTER OF A FIELD ENTRANCE TO THE
 AH3002'NORTH, 12 FT (3.7 M) WEST OF THE NORTH-SOUTH FENCE LINE, 4.0 FT (1.2
 AH3002'M) WEST OF A WOOD FENCE CORNER LOCATED ON THE WEST SIDE OF THE FIELD
 AH3002'ENTRANCE, 68.4 FT (20.8 M) NORTHWEST OF A CONCRETE R.O.W.  MARKER,
 AH3002'69.3 FT (21.1 M) NORTHWEST OF A WOOD FENCE CORNER TO A FENCE THAT RUNS
 AH3002'WEST AND SOUTH, 245.2 FT (74.7 M) EAST OF A POWER POLE, 86.1 FT (26.2
 AH3002'M) WEST OF A POWER POLE, 135.9 FT (41.4 M) WEST OF A CONCRETE DRAINAGE
 AH3002'PIPE UNDER ILLINOIS ROUTE 81, 3.4 FT (1.0 M) SOUTH OF THE EAST-WEST
 AH3002'FENCE LINE, 97 FT (29.6 M) NORTHEAST OF A HENRY COUNTY MILE MARKER
 AH3002'16.00, 2.4 FT (0.7 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH3002'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH3002'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH3002
 AH3002                          STATION RECOVERY (2001)
 AH3002
 AH3002'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH3002'RECOVERED IN GOOD CONDITION.
 AH3002
 AH3002                          STATION RECOVERY (2004)
 AH3002
 AH3002'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH3002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3001 ***********************************************************************
 AH3001  DESIGNATION -  HEN81 1B
 AH3001  PID         -  AH3001
 AH3001  STATE/COUNTY-  IL/HENRY
 AH3001  USGS QUAD   -  GERMAN CORNER (1991)
 AH3001
 AH3001                         *CURRENT SURVEY CONTROL
 AH3001  ___________________________________________________________________
 AH3001* NAD 83(1997)-  41 17 37.89482(N)    090 04 05.16333(W)     ADJUSTED  
 AH3001* NAVD 88     -       231.7    (meters)     760.     (feet)  GPS OBS   
 AH3001  ___________________________________________________________________
 AH3001  X           -      -5,704.337 (meters)                     COMP
 AH3001  Y           -  -4,799,263.386 (meters)                     COMP
 AH3001  Z           -   4,187,129.415 (meters)                     COMP
 AH3001  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AH3001  ELLIP HEIGHT-         198.82  (meters)          (12/06/04) GPS OBS
 AH3001  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AH3001
 AH3001  HORZ ORDER  -  FIRST
 AH3001  ELLP ORDER  -  FOURTH    CLASS I
 AH3001
 AH3001.The horizontal coordinates were established by GPS observations
 AH3001.and adjusted by the National Geodetic Survey in September 1998..
 AH3001
 AH3001.The orthometric height was determined by GPS observations and a
 AH3001.high-resolution geoid model.
 AH3001
 AH3001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3001
 AH3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3001
 AH3001.The ellipsoidal height was determined by GPS observations
 AH3001.and is referenced to NAD 83.
 AH3001
 AH3001.The geoid height was determined by GEOID03.
 AH3001
 AH3001;                    North         East     Units Scale Factor Converg.
 AH3001;SPC IL W     -   513,663.393   708,255.421   MT  0.99994201   +0 03 54.2
 AH3001;SPC IL W     - 1,685,243.98  2,323,667.99   sFT  0.99994201   +0 03 54.2
 AH3001;UTM  15      - 4,575,526.074   745,492.821   MT  1.00034176   +1 56 08.8
 AH3001;UTM  16      - 4,575,920.546   243,101.380   MT  1.00041230   -2 01 32.9
 AH3001
 AH3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3001!SPC IL W     -   0.99996882  x   0.99994201  =   0.99991083
 AH3001!UTM  15      -   0.99996882  x   1.00034176  =   1.00031056
 AH3001!UTM  16      -   0.99996882  x   1.00041230  =   1.00038110
 AH3001
 AH3001:                Primary Azimuth Mark                     Grid Az
 AH3001:SPC IL W     -  HEN81 1A                                 271 43 36.6
 AH3001:UTM  15      -  HEN81 1A                                 269 51 22.0
 AH3001:UTM  16      -  HEN81 1A                                 273 49 03.7
 AH3001
 AH3001|---------------------------------------------------------------------|
 AH3001| PID    Reference Object                     Distance      Geod. Az  |
 AH3001|                                                           dddmmss.s |
 AH3001| AH3002 HEN81 1A                            APPROX. 1.2 KM 2714730.8 |
 AH3001|---------------------------------------------------------------------|
 AH3001
 AH3001                          SUPERSEDED SURVEY CONTROL
 AH3001
 AH3001  ELLIP H (09/15/98)  198.85   (m)                       GP(       ) 3 1
 AH3001
 AH3001.Superseded values are not recommended for survey control.
 AH3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3001.See file dsdata.txt to determine how the superseded data were derived.
 AH3001
 AH3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4549375526(NAD 83)
 AH3001_MARKER: I = METAL ROD
 AH3001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3001_STAMPING: HEN81-1B
 AH3001_MARK LOGO: ILDT  
 AH3001_PROJECTION: RECESSED 5 CENTIMETERS
 AH3001_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3001+STABILITY: POSITION/ELEVATION WELL
 AH3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3001+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 AH3001_ROD/PIPE-DEPTH:  4.9 meters
 AH3001_SLEEVE-DEPTH  :  0.9 meters
 AH3001
 AH3001  HISTORY     - Date     Condition        Report By
 AH3001  HISTORY     - 1996     MONUMENTED       SECI
 AH3001  HISTORY     - 20011031 GOOD             USPSQD
 AH3001  HISTORY     - 20040506 GOOD             USPSQD
 AH3001
 AH3001                          STATION DESCRIPTION
 AH3001
 AH3001'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH3001'STATION IS LOCATED APPROXIMATELY 6.6 MI (10.6 KM) EAST OF CAMBRIDGE,
 AH3001'8.0 MI (12.9 KM) NORTHWEST OF KEWANEE IN THE NORTHWEST 1/4 OF SECTION
 AH3001'17, T 15 N, R 4 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 81
 AH3001'AND ILLINOIS ROUTE 78, PROCEED WEST ALONG ILLINOIS ROUTE 81 FOR
 AH3001'APPROXIMATELY 9.0 MI (14.5 KM) TO THE STATION LOCATED ON THE SOUTHEAST
 AH3001'CORNER OF THE INTERSECTION OF ILLINOIS ROUTE 81 (1000 N) AND 1900 E.
 AH3001'THE STATION IS LOCATED 37.4 FT (11.4 M) SOUTH OF THE CENTERLINE OF
 AH3001'ILLINOIS ROUTE 81, 81.0 FT (24.7 M) EAST OF 1900 E, 323 FT (98.5 M)
 AH3001'WEST OF A PRIVATE DRIVE TO THE SOUTH, 44.9 FT (13.7 M) EAST OF A WOOD
 AH3001'FENCE CORNER TO A FENCE THAT RUNS EAST AND SOUTH, 167.3 FT (51.0 M)
 AH3001'WEST OF A WOOD FENCE CORNER THAT RUNS WEST AND SOUTH, 47.5 EAST OF A
 AH3001'POWER POLE WITH A GUY WIRE, 84.2 FT (25.7 M) SOUTHEAST OF A POWER
 AH3001'POLE, 106.4 FT (32.4 M) EAST OF A CONCRETE R.O.W.  MARKER, 12.7 FT
 AH3001'(3.9 M) NORTH OF THE EAST-WEST FENCE LINE, AND 2.0 FT (0.6 M) NORTH OF
 AH3001'AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM POINT IS
 AH3001'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH3001'TIES.
 AH3001
 AH3001                          STATION RECOVERY (2001)
 AH3001
 AH3001'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH3001'RECOVERED IN GOOD CONDITION.
 AH3001
 AH3001                          STATION RECOVERY (2004)
 AH3001
 AH3001'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH3001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9282 ***********************************************************************
 AF9282  DESIGNATION -  HEN82 1A
 AF9282  PID         -  AF9282
 AF9282  STATE/COUNTY-  IL/HENRY
 AF9282  USGS QUAD   -  CAMBRIDGE (1991)
 AF9282
 AF9282                         *CURRENT SURVEY CONTROL
 AF9282  ___________________________________________________________________
 AF9282* NAD 83(1997)-  41 15 20.01801(N)    090 11 06.52126(W)     ADJUSTED  
 AF9282* NAVD 88     -       226.8    (meters)     744.     (feet)  GPS OBS   
 AF9282  ___________________________________________________________________
 AF9282  X           -     -15,517.313 (meters)                     COMP
 AF9282  Y           -  -4,802,044.040 (meters)                     COMP
 AF9282  Z           -   4,183,929.405 (meters)                     COMP
 AF9282  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AF9282  ELLIP HEIGHT-         193.98  (meters)          (10/15/04) GPS OBS
 AF9282  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 AF9282
 AF9282  HORZ ORDER  -  B
 AF9282  ELLP ORDER  -  FOURTH    CLASS II
 AF9282
 AF9282.The horizontal coordinates were established by GPS observations
 AF9282.and adjusted by the National Geodetic Survey in July 1998..
 AF9282
 AF9282.The orthometric height was determined by GPS observations and a
 AF9282.high-resolution geoid model.
 AF9282
 AF9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9282
 AF9282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9282
 AF9282.The ellipsoidal height was determined by GPS observations
 AF9282.and is referenced to NAD 83.
 AF9282
 AF9282.The geoid height was determined by GEOID03.
 AF9282
 AF9282;                    North         East     Units Scale Factor Converg.
 AF9282;SPC IL W     -   509,405.652   698,451.451   MT  0.99994121   -0 00 43.9
 AF9282;SPC IL W     - 1,671,275.04  2,291,502.80   sFT  0.99994121   -0 00 43.9
 AF9282;UTM  15      - 4,570,948.983   735,829.419   MT  1.00028452   +1 51 25.3
 AF9282
 AF9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9282!SPC IL W     -   0.99996957  x   0.99994121  =   0.99991079
 AF9282!UTM  15      -   0.99996957  x   1.00028452  =   1.00025409
 AF9282
 AF9282:                Primary Azimuth Mark                     Grid Az
 AF9282:SPC IL W     -  HEN82 1B                                 001 24 21.1
 AF9282:UTM  15      -  HEN82 1B                                 359 32 11.9
 AF9282
 AF9282|---------------------------------------------------------------------|
 AF9282| PID    Reference Object                     Distance      Geod. Az  |
 AF9282|                                                           dddmmss.s |
 AF9282| AH3005 HEN82 1B                            APPROX. 1.1 KM 0012337.2 |
 AF9282|---------------------------------------------------------------------|
 AF9282
 AF9282                          SUPERSEDED SURVEY CONTROL
 AF9282
 AF9282  ELLIP H (07/17/98)  194.00   (m)                       GP(       ) 4 1
 AF9282
 AF9282.Superseded values are not recommended for survey control.
 AF9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9282.See file dsdata.txt to determine how the superseded data were derived.
 AF9282
 AF9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3582970949(NAD 83)
 AF9282_MARKER: I = METAL ROD
 AF9282_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9282_STAMPING: HEN82-1A
 AF9282_MARK LOGO: ILDT  
 AF9282_PROJECTION: RECESSED 3 CENTIMETERS
 AF9282_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF9282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9282+STABILITY: POSITION/ELEVATION WELL
 AF9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9282+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 AF9282_ROD/PIPE-DEPTH:  3.7 meters
 AF9282_SLEEVE-DEPTH  :  0.9 meters
 AF9282
 AF9282  HISTORY     - Date     Condition        Report By
 AF9282  HISTORY     - 1996     MONUMENTED       SECI
 AF9282  HISTORY     - 19970509 GOOD             NGS
 AF9282  HISTORY     - 20011031 GOOD             USPSQD
 AF9282  HISTORY     - 20040609 GOOD             USPSQD
 AF9282
 AF9282                          STATION DESCRIPTION
 AF9282
 AF9282'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AF9282'STATION IS LOCATED APPROXIMATELY 3.4 MI (5.5 KM) SOUTH OF CAMBRIDGE,
 AF9282'6.2 MI (10.0 KM) SOUTHEAST OF ANDOVER, 5.0 MI (8.0 KM) NORTHWEST OF
 AF9282'BISHOP HILL IN THE SOUTHEAST 1/4 OF SECTION 30, T 15 N, R 3 E.  TO
 AF9282'REACH FROM THE JUNCTION OF ILLINOIS ROUTE 82 AND ILLINOIS ROUTE 81
 AF9282'(WEST) , PROCEED SOUTH ALONG ILLINOIS ROUTE 82 FOR APPROXIMATELY 3.1
 AF9282'MI (5.0 KM) TO THE STATION LOCATED ON THE RIGHT (WEST) SIDE OF
 AF9282'ILLINOIS ROUTE 82, JUST NORTH OF A PRIVATE DRIVE TO THE WEST.  THE
 AF9282'STATION IS LOCATED 36.9 FT (11.2 M) WEST OF THE CENTERLINE OF ILLINOIS
 AF9282'ROUTE 82, 59 FT (18.0 M) NORTH OF THE CENTER OF A PRIVATE DRIVE TO THE
 AF9282'WEST, 68.9 FT (21.0 M) NORTH OF A FENCE CORNER TO A FENCE THAT RUNS
 AF9282'SOUTH AND EAST, 44.6 FT (13.6 M) NORTH OF A POWER POLE, 237.9 FT (72.5
 AF9282'M) SOUTH OF A POWER POLE, 45.9 FT (14.0 M) NORTH OF A FENCE CORNER TO
 AF9282'A FENCE THAT RUNS NORTH, 184.5 FT (56.2 M) SOUTHWEST OF A FOUND PK
 AF9282'NAIL IN THE CENTER OF ILLINOIS ROUTE 82, 195.2 FT (59.5 M) SOUTHWEST
 AF9282'OF A POWER POLE, 2.4 FT (0.7 M) EAST OF THE NORTH-SOUTH FENCE LINE AND
 AF9282'2.1 FT (0.6 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AF9282'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AF9282'WERE SET IN ALL WOOD PHYSICAL TIES.
 AF9282
 AF9282                          STATION RECOVERY (1997)
 AF9282
 AF9282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AF9282'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTH OF CAMBRIDGE.  TO
 AF9282'REACH FROM THE JUNCTION OF STATE ROUTES 81 AND 82 ON THE EAST EDGE OF
 AF9282'CAMBRIDGE, GO SOUTH ON ROUTE 82 FOR 3.1 MI (5.0 KM) TO THE STATION ON
 AF9282'THE RIGHT, JUST NORTH OF A PRIVATE DRIVE, 11.2 M (36.7 FT) WEST OF THE
 AF9282'CENTERLINE OF THE HIGHWAY, 18.0 M (59.1 FT) NORTH OF THE CENTER OF THE
 AF9282'PRIVATE DRIVEWAY, 21.0 M (68.9 FT) NORTH OF A FENCE CORNER ON THE
 AF9282'SOUTH SIDE OF THE DRIVE, 14.0 M (45.9 FT) NORTH OF A FENCE CORNER
 AF9282'NORTH OF THE DRIVE, 13.6 M (44.6 FT) NORTH OF A POWER POLE, 72.5 M
 AF9282'(237.9 FT) SOUTH OF A POWER POLE, 0.7 M (2.3 FT) EAST OF A FENCE, AND
 AF9282'0.6 M (2.0 FT) EAST OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS TO THE
 AF9282'STATION POINT IS THROUGH A 6-INCH ACCESS COVER.
 AF9282
 AF9282                          STATION RECOVERY (2001)
 AF9282
 AF9282'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AF9282'RECOVERED IN GOOD CONDITION.
 AF9282
 AF9282                          STATION RECOVERY (2004)
 AF9282
 AF9282'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AF9282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3005 ***********************************************************************
 AH3005  DESIGNATION -  HEN82 1B
 AH3005  PID         -  AH3005
 AH3005  STATE/COUNTY-  IL/HENRY
 AH3005  USGS QUAD   -  CAMBRIDGE (1991)
 AH3005
 AH3005                         *CURRENT SURVEY CONTROL
 AH3005  ___________________________________________________________________
 AH3005* NAD 83(1997)-  41 15 56.80432(N)    090 11 05.33511(W)     ADJUSTED  
 AH3005* NAVD 88     -       218.1    (meters)     716.     (feet)  GPS OBS   
 AH3005  ___________________________________________________________________
 AH3005  X           -     -15,487.263 (meters)                     COMP
 AH3005  Y           -  -4,801,289.103 (meters)                     COMP
 AH3005  Z           -   4,184,776.731 (meters)                     COMP
 AH3005  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AH3005  ELLIP HEIGHT-         185.21  (meters)          (12/06/04) GPS OBS
 AH3005  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 AH3005
 AH3005  HORZ ORDER  -  FIRST
 AH3005  ELLP ORDER  -  FOURTH    CLASS I
 AH3005
 AH3005.The horizontal coordinates were established by GPS observations
 AH3005.and adjusted by the National Geodetic Survey in September 1998..
 AH3005
 AH3005.The orthometric height was determined by GPS observations and a
 AH3005.high-resolution geoid model.
 AH3005
 AH3005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3005
 AH3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3005
 AH3005.The ellipsoidal height was determined by GPS observations
 AH3005.and is referenced to NAD 83.
 AH3005
 AH3005.The geoid height was determined by GEOID03.
 AH3005
 AH3005;                    North         East     Units Scale Factor Converg.
 AH3005;SPC IL W     -   510,540.426   698,479.300   MT  0.99994120   -0 00 43.1
 AH3005;SPC IL W     - 1,674,998.05  2,291,594.17   sFT  0.99994120   -0 00 43.1
 AH3005;UTM  15      - 4,572,084.451   735,820.233   MT  1.00028446   +1 51 27.4
 AH3005
 AH3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3005!SPC IL W     -   0.99997095  x   0.99994120  =   0.99991215
 AH3005!UTM  15      -   0.99997095  x   1.00028446  =   1.00025540
 AH3005
 AH3005:                Primary Azimuth Mark                     Grid Az
 AH3005:SPC IL W     -  HEN82 1A                                 181 24 21.1
 AH3005:UTM  15      -  HEN82 1A                                 179 32 10.6
 AH3005
 AH3005|---------------------------------------------------------------------|
 AH3005| PID    Reference Object                     Distance      Geod. Az  |
 AH3005|                                                           dddmmss.s |
 AH3005| AF9282 HEN82 1A                            APPROX. 1.1 KM 1812338.0 |
 AH3005|---------------------------------------------------------------------|
 AH3005
 AH3005                          SUPERSEDED SURVEY CONTROL
 AH3005
 AH3005  ELLIP H (09/15/98)  185.24   (m)                       GP(       ) 3 1
 AH3005
 AH3005.Superseded values are not recommended for survey control.
 AH3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3005.See file dsdata.txt to determine how the superseded data were derived.
 AH3005
 AH3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3582072084(NAD 83)
 AH3005_MARKER: I = METAL ROD
 AH3005_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3005_STAMPING: HEN82-1B
 AH3005_MARK LOGO: ILDT  
 AH3005_PROJECTION: RECESSED 3 CENTIMETERS
 AH3005_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3005+STABILITY: POSITION/ELEVATION WELL
 AH3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3005+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 AH3005_ROD/PIPE-DEPTH:  4.9 meters
 AH3005_SLEEVE-DEPTH  :  0.9 meters
 AH3005
 AH3005  HISTORY     - Date     Condition        Report By
 AH3005  HISTORY     - 1996     MONUMENTED       SECI
 AH3005  HISTORY     - 20011031 GOOD             USPSQD
 AH3005  HISTORY     - 20040506 GOOD             USPSQD
 AH3005
 AH3005                          STATION DESCRIPTION
 AH3005
 AH3005'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH3005'STATION IS LOCATED APPROXIMATELY 2.7 MI (4.3 KM) SOUTH OF CAMBRIDGE,
 AH3005'6.0 MI (9.7 KM) SOUTHEAST OF ANDOVER, 5.5 MI (8.9 KM) NORTHWEST OF
 AH3005'BISHOP HILL IN THE NORTHWEST 1/4 OF SECTION 29, T 15 N, R 3 E.  TO
 AH3005'REACH FROM THE JUNCTION OF ILLINOIS ROUTE 82 AND ILLINOIS ROUTE 81
 AH3005'(WEST) , PROCEED SOUTH ALONG ILLINOIS ROUTE 82 FOR APPROXIMATELY 2.4
 AH3005'MI (3.9 KM) TO THE STATION LOCATED AT THE SOUTHEAST CORNER OF THE
 AH3005'INTERSECTION OF ILLINOIS ROUTE 82 AND 800 N.  THE STATION IS LOCATED
 AH3005'38.7 FT (11.8 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 82, 54.0 FT
 AH3005'(16.5 M) SOUTH OF THE CENTERLINE OF 800 N, 87.1 FT (26.5 M) SOUTHEAST
 AH3005'OF A POWER POLE WITH A GUY WIRE TO THE WEST AND ALSO A GUY WIRE TO THE
 AH3005'SOUTH, 24.5 FT (7.5 M) SOUTH OF A POWER POLE, 25.5 FT (7.8 M) SOUTH OF
 AH3005'A CONCRETE R.O.W.  MARKER, 68.4 FT (20.8 M) SOUTHWEST OF A POWER POLE,
 AH3005'34.6 SOUTH OF THE EAST END OF A CONCRETE HEADWALL TO A CORRUGATE METAL
 AH3005'PIPE UNDER 800 N, 82.9 FT (25.3 M) SOUTH OF A CONCRETE R.O.W.  MARKER,
 AH3005'83.4 FT (25.4 M) SOUTH OF A FENCE CORNER TO A FENCE THAT RUNS NORTH
 AH3005'AND EAST, AND 1.9 FT (0.6 M) WEST OF AN ORANGE FIBERGLASS WITNESS
 AH3005'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AH3005'NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH3005
 AH3005                          STATION RECOVERY (2001)
 AH3005
 AH3005'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH3005'RECOVERED IN GOOD CONDITION.
 AH3005
 AH3005                          STATION RECOVERY (2004)
 AH3005
 AH3005'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH3005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3008 ***********************************************************************
 AH3008  DESIGNATION -  HEN92 1A
 AH3008  PID         -  AH3008
 AH3008  STATE/COUNTY-  IL/HENRY
 AH3008  USGS QUAD   -  SPRING HILL (1982)
 AH3008
 AH3008                         *CURRENT SURVEY CONTROL
 AH3008  ___________________________________________________________________
 AH3008* NAD 83(1997)-  41 33 14.01826(N)    090 02 05.14741(W)     ADJUSTED  
 AH3008* NAVD 88     -       184.4    (meters)     605.     (feet)  GPS OBS   
 AH3008  ___________________________________________________________________
 AH3008  X           -      -2,900.252 (meters)                     COMP
 AH3008  Y           -  -4,780,122.160 (meters)                     COMP
 AH3008  Z           -   4,208,753.846 (meters)                     COMP
 AH3008  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AH3008  ELLIP HEIGHT-         151.42  (meters)          (12/06/04) GPS OBS
 AH3008  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH3008
 AH3008  HORZ ORDER  -  FIRST
 AH3008  ELLP ORDER  -  FOURTH    CLASS I
 AH3008
 AH3008.The horizontal coordinates were established by GPS observations
 AH3008.and adjusted by the National Geodetic Survey in September 1998..
 AH3008
 AH3008.The orthometric height was determined by GPS observations and a
 AH3008.high-resolution geoid model.
 AH3008
 AH3008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3008
 AH3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3008
 AH3008.The ellipsoidal height was determined by GPS observations
 AH3008.and is referenced to NAD 83.
 AH3008
 AH3008.The geoid height was determined by GEOID03.
 AH3008
 AH3008;                    North         East     Units Scale Factor Converg.
 AH3008;SPC IL W     -   542,545.366   711,003.655   MT  0.99994267   +0 05 15.0
 AH3008;SPC IL W     - 1,780,000.92  2,332,684.49   sFT  0.99994267   +0 05 15.0
 AH3008;UTM  15      - 4,604,494.246   747,295.028   MT  1.00035265   +1 58 04.5
 AH3008;UTM  16      - 4,604,695.840   246,905.959   MT  1.00038837   -2 00 50.8
 AH3008
 AH3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3008!SPC IL W     -   0.99997625  x   0.99994267  =   0.99991892
 AH3008!UTM  15      -   0.99997625  x   1.00035265  =   1.00032889
 AH3008!UTM  16      -   0.99997625  x   1.00038837  =   1.00036461
 AH3008
 AH3008:                Primary Azimuth Mark                     Grid Az
 AH3008:SPC IL W     -  HEN92 1B                                 087 57 58.9
 AH3008:UTM  15      -  HEN92 1B                                 086 05 09.4
 AH3008:UTM  16      -  HEN92 1B                                 090 04 04.7
 AH3008
 AH3008|---------------------------------------------------------------------|
 AH3008| PID    Reference Object                     Distance      Geod. Az  |
 AH3008|                                                           dddmmss.s |
 AH3008| AF9283 HEN92 1B                            APPROX. 0.7 KM 0880313.9 |
 AH3008|---------------------------------------------------------------------|
 AH3008
 AH3008                          SUPERSEDED SURVEY CONTROL
 AH3008
 AH3008  ELLIP H (09/15/98)  151.45   (m)                       GP(       ) 3 1
 AH3008
 AH3008.Superseded values are not recommended for survey control.
 AH3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3008.See file dsdata.txt to determine how the superseded data were derived.
 AH3008
 AH3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4729504494(NAD 83)
 AH3008_MARKER: I = METAL ROD
 AH3008_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3008_STAMPING: HEN92-1A
 AH3008_MARK LOGO: ILDT  
 AH3008_PROJECTION: FLUSH
 AH3008_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3008+STABILITY: POSITION/ELEVATION WELL
 AH3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3008+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AH3008_ROD/PIPE-DEPTH: 13.4 meters
 AH3008_SLEEVE-DEPTH  :  0.9 meters
 AH3008
 AH3008  HISTORY     - Date     Condition        Report By
 AH3008  HISTORY     - 1996     MONUMENTED       SECI
 AH3008  HISTORY     - 20010919 GOOD             USPSQD
 AH3008  HISTORY     - 20040303 GOOD             USPSQD
 AH3008
 AH3008                          STATION DESCRIPTION
 AH3008
 AH3008'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH3008'STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) NORTHWEST OF
 AH3008'HOOPPOLE, 9.2 MI (14.8 KM) NORTH OF ATKINSON, 9.3 MI (15.0 KM)
 AH3008'NORTHEAST OF GENESEO IN THE NORTHEAST 1/4 OF SECTION 16, T 18 N, R 4
 AH3008'E.  TO REACH FROM THE INTERCHANGE OF ILLINOIS ROUTE 92 AND INTERSTATE
 AH3008'ROUTE 88, PROCEED EAST ALONG ILLINOIS ROUTE 92 FOR APPROXIMATELY 10.8
 AH3008'MI (17.4 KM) TO THE STATION LOCATED ON THE RIGHT (SOUTH) SIDE OF
 AH3008'ILLINOIS ROUTE 92, JUST EAST OF PORTLAND CREEK UNDER ILLINOIS ROUTE
 AH3008'92.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 92 AND ILLINOIS
 AH3008'ROUTE 82, PROCEED EAST ALONG ILLINOIS ROUTE 92 FOR APPROXIMATELY 6.4
 AH3008'MI (10.3 KM) TO THE STATION LOCATED ON THE RIGHT (SOUTH) SIDE OF
 AH3008'ILLINOIS ROUTE 92, JUST EAST OF PORTLAND CREEK UNDER ILLINOIS ROUTE
 AH3008'92.  THE STATION IS LOCATED 59.1 FT (18.0 M) SOUTH OF THE CENTERLINE
 AH3008'OF ILLINOIS ROUTE 92, 39.5 FT (12.0 M) EAST OF THE CENTER OF A FIELD
 AH3008'ENTRANCE TO THE SOUTH, 338 FT (103.0 M) EAST OF THE CENTER OF THE
 AH3008'CREEK, 133.2 EAST OF A CONCRETE R.O.W.  MARKER, 232.6 FT (70.9 M) WEST
 AH3008'OF A 20-IN DIAMETER TREE, 168.3 FT (51.3 M) SOUTHEAST OF A CONCRETE
 AH3008'R.O.W.  MARKER, 151.0 FT (46.0 M) SOUTHEAST OF THE LAST WOOD POST TO
 AH3008'THE EAST ON A GUARDRAIL ON THE NORTH SIDE OF ILLINOIS ROUTE 92, 209.2
 AH3008'FT (63.8 M) SOUTHEAST OF THE LAST WOOD POST TO THE EAST ON A GUARDRAIL
 AH3008'ON THE SOUTH SIDE OF ILLINOIS ROUTE 92, 39.8 FT (12.1 M) SOUTHEAST OF
 AH3008'THE EAST END OF A CORRUGATED METAL PIPE, UNDER THE FIELD ENTRANCE TO
 AH3008'THE SOUTH, 2.2 FT (0.7 M) NORTH OF THE EAST-WEST FENCE LINE, AND 1.7
 AH3008'FT (0.5 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS
 AH3008'TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH3008'WOOD PHYSICAL TIES AND ALSO IN THE CORRUGATED METAL PIPE.
 AH3008
 AH3008                          STATION RECOVERY (2001)
 AH3008
 AH3008'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH3008'RECOVERED IN GOOD CONDITION.
 AH3008
 AH3008                          STATION RECOVERY (2004)
 AH3008
 AH3008'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH3008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9283 ***********************************************************************
 AF9283  CBN         -  This is a Cooperative Base Network Control Station.
 AF9283  DESIGNATION -  HEN92 1B
 AF9283  PID         -  AF9283
 AF9283  STATE/COUNTY-  IL/HENRY
 AF9283  USGS QUAD   -  SPRING HILL (1982)
 AF9283
 AF9283                         *CURRENT SURVEY CONTROL
 AF9283  ___________________________________________________________________
 AF9283* NAD 83(1997)-  41 33 14.74529(N)    090 01 36.62468(W)     ADJUSTED  
 AF9283* NAVD 88     -       185.5    (meters)     609.     (feet)  GPS OBS   
 AF9283  ___________________________________________________________________
 AF9283  X           -      -2,239.240 (meters)                     COMP
 AF9283  Y           -  -4,780,108.468 (meters)                     COMP
 AF9283  Z           -   4,208,771.367 (meters)                     COMP
 AF9283  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AF9283  ELLIP HEIGHT-         152.53  (meters)          (10/15/04) GPS OBS
 AF9283  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AF9283
 AF9283  HORZ ORDER  -  B
 AF9283  ELLP ORDER  -  FOURTH    CLASS II
 AF9283
 AF9283.The horizontal coordinates were established by GPS observations
 AF9283.and adjusted by the National Geodetic Survey in July 1998..
 AF9283
 AF9283.The orthometric height was determined by GPS observations and a
 AF9283.high-resolution geoid model.
 AF9283
 AF9283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9283
 AF9283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9283
 AF9283.The ellipsoidal height was determined by GPS observations
 AF9283.and is referenced to NAD 83.
 AF9283
 AF9283.The geoid height was determined by GEOID03.
 AF9283
 AF9283;                    North         East     Units Scale Factor Converg.
 AF9283;SPC IL W     -   542,568.835   711,664.570   MT  0.99994285   +0 05 33.9
 AF9283;SPC IL W     - 1,780,077.92  2,334,852.84   sFT  0.99994285   +0 05 33.9
 AF9283;UTM  15      - 4,604,539.407   747,955.088   MT  1.00035667   +1 58 23.4
 AF9283;UTM  16      - 4,604,695.056   247,567.583   MT  1.00038425   -2 00 31.8
 AF9283
 AF9283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9283!SPC IL W     -   0.99997608  x   0.99994285  =   0.99991893
 AF9283!UTM  15      -   0.99997608  x   1.00035667  =   1.00033274
 AF9283!UTM  16      -   0.99997608  x   1.00038425  =   1.00036032
 AF9283
 AF9283:                Primary Azimuth Mark                     Grid Az
 AF9283:SPC IL W     -  HEN92 1A                                 267 57 58.9
 AF9283:UTM  15      -  HEN92 1A                                 266 05 09.4
 AF9283:UTM  16      -  HEN92 1A                                 270 04 04.6
 AF9283
 AF9283|---------------------------------------------------------------------|
 AF9283| PID    Reference Object                     Distance      Geod. Az  |
 AF9283|                                                           dddmmss.s |
 AF9283| AH3008 HEN92 1A                            APPROX. 0.7 KM 2680332.8 |
 AF9283|---------------------------------------------------------------------|
 AF9283
 AF9283                          SUPERSEDED SURVEY CONTROL
 AF9283
 AF9283  ELLIP H (07/17/98)  152.55   (m)                       GP(       ) 4 1
 AF9283
 AF9283.Superseded values are not recommended for survey control.
 AF9283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9283.See file dsdata.txt to determine how the superseded data were derived.
 AF9283
 AF9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4795504539(NAD 83)
 AF9283_MARKER: I = METAL ROD
 AF9283_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9283_STAMPING: HEN92-1B
 AF9283_MARK LOGO: ILDT  
 AF9283_PROJECTION: RECESSED 3 CENTIMETERS
 AF9283_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF9283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9283+STABILITY: POSITION/ELEVATION WELL
 AF9283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9283+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AF9283_ROD/PIPE-DEPTH: 12.2 meters
 AF9283_SLEEVE-DEPTH  :  0.9 meters
 AF9283
 AF9283  HISTORY     - Date     Condition        Report By
 AF9283  HISTORY     - 1996     MONUMENTED       SECI
 AF9283  HISTORY     - 19970509 GOOD             NGS
 AF9283  HISTORY     - 20010919 GOOD             USPSQD
 AF9283  HISTORY     - 20040303 GOOD             USPSQD
 AF9283
 AF9283                          STATION DESCRIPTION
 AF9283
 AF9283'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AF9283'STATION IS LOCATED APPROXIMATELY 6.3 MI (10.1 KM) NORTHWEST OF
 AF9283'HOOPPOLE, 9.3 MI (15.0 KM) NORTH OF ATKINSON, 9.6 MI (15.4 KM)
 AF9283'NORTHEAST OF GENESEO IN THE SOUTHWEST 1/4 OF SECTION 10, T 18 N, R 4
 AF9283'E.  TO REACH FROM THE INTERCHANGE OF ILLINOIS ROUTE 92 AND INTERSTATE
 AF9283'ROUTE 88, PROCEED EAST ALONG ILLINOIS ROUTE 92 FOR APPROXIMATELY 11.2
 AF9283'MI (18.0 KM) TO THE STATION LOCATED AT THE NORTHWEST CORNER OF THE
 AF9283'INTERSECTION OF ILLINOIS ROUTE 92 (2800 N) AND 2120 E.  TO REACH FROM
 AF9283'THE JUNCTION OF ILLINOIS ROUTE 92 AND ILLINOIS ROUTE 82, PROCEED EAST
 AF9283'ALONG ILLINOIS ROUTE 92 FOR APPROXIMATELY 6.8 MI (10.9 KM) TO THE
 AF9283'STATION LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 AF9283'ILLINOIS ROUTE 92 (2800 N) AND 2120 E.  THE STATION IS LOCATED 46.1 FT
 AF9283'(14.1 M) NORTH OF THE CENTERLINE OF ILLINOIS ROUTE 92, 31.4 FT (9.6 M)
 AF9283'WEST OF THE CENTERLINE OF 2120 E, 3.0 FT (0.9 M) WEST OF A FENCE
 AF9283'CORNER TO A FENCE THAT RUNS WEST AND 10 FT (3.0 M) NORTH, 57.9 FT
 AF9283'(17.6 M) WEST OF A CONCRETE R.O.W.  MARKER, 16.11 FT (4.91 M)
 AF9283'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE HEADWALL TO A CONCRETE
 AF9283'BOX CULVERT UNDER 2120 E, 82.8 FT (25.2 M) NORTHWEST OF THE NORTHWEST
 AF9283'CORNER OF A CONCRETE HEADWALL TO A CONCRETE BOX CULVERT UNDER A FIELD
 AF9283'ENTRANCE TO THE SOUTH, 93.3 FT (28.4 M) NORTH OF A CONCRETE R.O.W.
 AF9283'MARKER, 6.5 FT (2.0 M) WEST OF A WOOD POST TO THE EAST-WEST FENCE
 AF9283'LINE, 2.2 FT (0.7 M) SOUTH OF THE EAST-WEST FENCE LINE, AND 1.9 FT
 AF9283'(0.6 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO
 AF9283'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AF9283'WOOD PHYSICAL TIES.
 AF9283
 AF9283                          STATION RECOVERY (1997)
 AF9283
 AF9283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AF9283'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF HOOPPOLE.
 AF9283'TO REACH FROM THE JUNCTION OF STATE ROUTES 78 AND 92, ABOUT 2.7 MILES
 AF9283'(4.3 KM) NORTHWEST OF HOOPPOLE, GO WEST ON ROUTE 92 FOR 4.6 MI (7.4
 AF9283'KM) TO COUNTY ROAD 2120E AND THE STATION ON THE RIGHT, 14.1 M (46.3
 AF9283'FT) NORTH OF THE CENTER OF THE HIGHWAY, 9.6 M (31.5 FT) WEST OF THE
 AF9283'CENTER OF ROAD 2120E, 0.9 M (3.0 FT) WEST OF A FENCE CORNER TO A FENCE
 AF9283'RUNNING WEST, 17.6 M (57.7 FT) WEST OF A CONCRETE RIGHT-OF-WAY MARKER,
 AF9283'4.91 M (16.11 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 AF9283'HEADWALL TO A BOX CULVERT UNDER ROAD 2120E, 25.2 M (82.7 FT) NORTHWEST
 AF9283'OF THE NORTHWEST CORNER OF A CONCRETE HEADWALL TO A BOX CULVERT UNDER
 AF9283'FIELD ENTRANCE TO THE SOUTH, AND 0.6 M (2.0 FT) SOUTH OF A FIBERGLASS
 AF9283'WITNESS POST.  NOTE--ACCESS TO THE STATION POINT IS THROUGH A 6-INCH
 AF9283'ACCESS COVER.
 AF9283
 AF9283                          STATION RECOVERY (2001)
 AF9283
 AF9283'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AF9283'RECOVERED IN GOOD CONDITION.
 AF9283
 AF9283                          STATION RECOVERY (2004)
 AF9283
 AF9283'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AF9283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3007 ***********************************************************************
 AH3007  DESIGNATION -  HEN92 2A
 AH3007  PID         -  AH3007
 AH3007  STATE/COUNTY-  IL/HENRY
 AH3007  USGS QUAD   -  HOOPPOLE (1982)
 AH3007
 AH3007                         *CURRENT SURVEY CONTROL
 AH3007  ___________________________________________________________________
 AH3007* NAD 83(1997)-  41 34 08.27457(N)    089 52 51.02853(W)     ADJUSTED  
 AH3007* NAVD 88     -       189.9    (meters)     623.     (feet)  GPS OBS   
 AH3007  ___________________________________________________________________
 AH3007  X           -       9,938.973 (meters)                     COMP
 AH3007  Y           -  -4,779,006.244 (meters)                     COMP
 AH3007  Z           -   4,210,009.943 (meters)                     COMP
 AH3007  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AH3007  ELLIP HEIGHT-         156.84  (meters)          (12/06/04) GPS OBS
 AH3007  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AH3007
 AH3007  HORZ ORDER  -  FIRST
 AH3007  ELLP ORDER  -  FOURTH    CLASS I
 AH3007
 AH3007.The horizontal coordinates were established by GPS observations
 AH3007.and adjusted by the National Geodetic Survey in September 1998..
 AH3007
 AH3007.The orthometric height was determined by GPS observations and a
 AH3007.high-resolution geoid model.
 AH3007
 AH3007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3007
 AH3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3007
 AH3007.The ellipsoidal height was determined by GPS observations
 AH3007.and is referenced to NAD 83.
 AH3007
 AH3007.The geoid height was determined by GEOID03.
 AH3007
 AH3007;                    North         East     Units Scale Factor Converg.
 AH3007;SPC IL W     -   544,250.199   723,838.600   MT  0.99994817   +0 11 22.7
 AH3007;SPC IL W     - 1,785,594.19  2,374,793.81   sFT  0.99994817   +0 11 22.7
 AH3007;UTM  16      - 4,605,929.295   259,800.000   MT  1.00031007   -1 54 44.7
 AH3007
 AH3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3007!SPC IL W     -   0.99997540  x   0.99994817  =   0.99992357
 AH3007!UTM  16      -   0.99997540  x   1.00031007  =   1.00028546
 AH3007
 AH3007:                Primary Azimuth Mark                     Grid Az
 AH3007:SPC IL W     -  HEN92 2B                                 088 08 25.4
 AH3007:UTM  16      -  HEN92 2B                                 090 14 32.8
 AH3007
 AH3007|---------------------------------------------------------------------|
 AH3007| PID    Reference Object                     Distance      Geod. Az  |
 AH3007|                                                           dddmmss.s |
 AH3007| AH3006 HEN92 2B                            APPROX. 1.4 KM 0881948.1 |
 AH3007|---------------------------------------------------------------------|
 AH3007
 AH3007                          SUPERSEDED SURVEY CONTROL
 AH3007
 AH3007  ELLIP H (09/15/98)  156.87   (m)                       GP(       ) 3 1
 AH3007
 AH3007.Superseded values are not recommended for survey control.
 AH3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3007.See file dsdata.txt to determine how the superseded data were derived.
 AH3007
 AH3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM5980005929(NAD 83)
 AH3007_MARKER: I = METAL ROD
 AH3007_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3007_STAMPING: HEN92-2A
 AH3007_MARK LOGO: ILDT  
 AH3007_PROJECTION: RECESSED 3 CENTIMETERS
 AH3007_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3007+STABILITY: POSITION/ELEVATION WELL
 AH3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3007+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AH3007_ROD/PIPE-DEPTH: 12.2 meters
 AH3007_SLEEVE-DEPTH  :  0.9 meters
 AH3007
 AH3007  HISTORY     - Date     Condition        Report By
 AH3007  HISTORY     - 1996     MONUMENTED       SECI
 AH3007  HISTORY     - 20010919 GOOD             USPSQD
 AH3007  HISTORY     - 20040303 GOOD             USPSQD
 AH3007
 AH3007                          STATION DESCRIPTION
 AH3007
 AH3007'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH3007'STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) NORTHEAST OF
 AH3007'HOOPPOLE, 1.6 MI (2.6 KM) WEST OF YORKTOWN, 1.0 MI (1.6 KM) WEST OF
 AH3007'THE BUREAU/HENRY COUNTY LINE IN THE NORTHEAST 1/4 OF SECTION 11, T 18
 AH3007'N, R 5 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 92 (EAST) AND
 AH3007'ILLINOIS ROUTE 78, PROCEED EAST ALONG ILLINOIS ROUTE 92 FOR
 AH3007'APPROXIMATELY 2.9 MI (4.7 KM) TO THE STATION LOCATED AT THE SOUTHWEST
 AH3007'CORNER OF THE INTERSECTION OF ILLINOIS ROUTE 92 (2900 N) AND 2900 E.
 AH3007'THE STATION IS LOCATED 40.9 FT (12.5 M) SOUTH OF THE CENTERLINE OF
 AH3007'ILLINOIS ROUTE 92, 34.6 FT (10.5 M) WEST OF THE CENTERLINE OF 2900 E,
 AH3007'111.1 FT (33.9 M) EAST OF A POWER POLE, 81.6 FT (24.9 M) WEST OF A
 AH3007'POWER POLE, 80.9 FT (24.7 M) NORTHWEST OF A POWER POLE WITH A GUY
 AH3007'WIRE, 20.1 FT (6.1 M) WEST OF THE SOUTHEAST CORNER OF A CONCRETE
 AH3007'HEADWALL LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 AH3007'ILLINOIS ROUTE 92 AND 2900 E, AND 2.0 FT (0.6 M) NORTH OF AN ORANGE
 AH3007'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH3007'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH3007
 AH3007                          STATION RECOVERY (2001)
 AH3007
 AH3007'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH3007'RECOVERED IN GOOD CONDITION.
 AH3007
 AH3007                          STATION RECOVERY (2004)
 AH3007
 AH3007'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH3007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3006 ***********************************************************************
 AH3006  DESIGNATION -  HEN92 2B
 AH3006  PID         -  AH3006
 AH3006  STATE/COUNTY-  IL/HENRY
 AH3006  USGS QUAD   -  YORKTOWN (1982)
 AH3006
 AH3006                         *CURRENT SURVEY CONTROL
 AH3006  ___________________________________________________________________
 AH3006* NAD 83(1997)-  41 34 09.59393(N)    089 51 50.56734(W)     ADJUSTED  
 AH3006* NAVD 88     -       192.3    (meters)     631.     (feet)  GPS OBS   
 AH3006  ___________________________________________________________________
 AH3006  X           -      11,339.754 (meters)                     COMP
 AH3006  Y           -  -4,778,977.897 (meters)                     COMP
 AH3006  Z           -   4,210,041.976 (meters)                     COMP
 AH3006  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AH3006  ELLIP HEIGHT-         159.22  (meters)          (12/06/04) GPS OBS
 AH3006  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AH3006
 AH3006  HORZ ORDER  -  FIRST
 AH3006  ELLP ORDER  -  FOURTH    CLASS I
 AH3006
 AH3006.The horizontal coordinates were established by GPS observations
 AH3006.and adjusted by the National Geodetic Survey in September 1998..
 AH3006
 AH3006.The orthometric height was determined by GPS observations and a
 AH3006.high-resolution geoid model.
 AH3006
 AH3006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3006
 AH3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3006
 AH3006.The ellipsoidal height was determined by GPS observations
 AH3006.and is referenced to NAD 83.
 AH3006
 AH3006.The geoid height was determined by GEOID03.
 AH3006
 AH3006;                    North         East     Units Scale Factor Converg.
 AH3006;SPC IL W     -   544,295.673   725,239.188   MT  0.99994901   +0 12 02.9
 AH3006;SPC IL W     - 1,785,743.39  2,379,388.90   sFT  0.99994901   +0 12 02.9
 AH3006;UTM  16      - 4,605,923.363   261,201.814   MT  1.00030181   -1 54 04.6
 AH3006
 AH3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3006!SPC IL W     -   0.99997503  x   0.99994901  =   0.99992404
 AH3006!UTM  16      -   0.99997503  x   1.00030181  =   1.00027683
 AH3006
 AH3006:                Primary Azimuth Mark                     Grid Az
 AH3006:SPC IL W     -  HEN92 2A                                 268 08 25.3
 AH3006:UTM  16      -  HEN92 2A                                 270 14 32.8
 AH3006
 AH3006|---------------------------------------------------------------------|
 AH3006| PID    Reference Object                     Distance      Geod. Az  |
 AH3006|                                                           dddmmss.s |
 AH3006| AH3007 HEN92 2A                            APPROX. 1.4 KM 2682028.2 |
 AH3006|---------------------------------------------------------------------|
 AH3006
 AH3006                          SUPERSEDED SURVEY CONTROL
 AH3006
 AH3006  ELLIP H (09/15/98)  159.25   (m)                       GP(       ) 3 1
 AH3006
 AH3006.Superseded values are not recommended for survey control.
 AH3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3006.See file dsdata.txt to determine how the superseded data were derived.
 AH3006
 AH3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6120205923(NAD 83)
 AH3006_MARKER: I = METAL ROD
 AH3006_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH3006_STAMPING: HEN92-2B
 AH3006_MARK LOGO: ILDT  
 AH3006_PROJECTION: RECESSED 3 CENTIMETERS
 AH3006_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH3006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH3006+STABILITY: POSITION/ELEVATION WELL
 AH3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3006+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AH3006_ROD/PIPE-DEPTH:  7.3 meters
 AH3006_SLEEVE-DEPTH  :  0.9 meters
 AH3006
 AH3006  HISTORY     - Date     Condition        Report By
 AH3006  HISTORY     - 1996     MONUMENTED       SECI
 AH3006  HISTORY     - 20010919 GOOD             USPSQD
 AH3006  HISTORY     - 20040303 GOOD             USPSQD
 AH3006
 AH3006                          STATION DESCRIPTION
 AH3006
 AH3006'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH3006'STATION IS LOCATED APPROXIMATELY 4.0 MI (6.4 KM) NORTHEAST OF
 AH3006'HOOPPOLE, 0.8 MI (1.3 KM) WEST OF YORKTOWN, 0.1 MI (0.2 KM) WEST OF
 AH3006'THE BUREAU/HENRY COUNTY LINE IN THE SOUTHEAST 1/4 OF SECTION 1, T 18
 AH3006'N, R 5 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 92 (EAST) AND
 AH3006'ILLINOIS ROUTE 78, PROCEED EAST ALONG ILLINOIS ROUTE 92 FOR
 AH3006'APPROXIMATELY 3.7 MI (6.0 KM) TO THE STATION LOCATED AT THE NORTHWEST
 AH3006'CORNER OF THE INTERSECTION OF ILLINOIS ROUTE 92 (2900 N) AND YONK ROAD
 AH3006'(2980 E) .  THE STATION IS LOCATED 38.0 FT (11.6 M) NORTH OF THE
 AH3006'CENTERLINE OF ILLINOIS ROUTE 92, 43.5 FT (13.3 M) WEST OF THE
 AH3006'CENTERLINE OF YONK ROAD, 68.5 FT (20.9 M) EAST OF THE CENTER OF A
 AH3006'FIELD ENTRANCE TO THE NORTH, 21.7 FT (6.6 M) SOUTHWEST OF A POWER POLE
 AH3006'WITH A GUY WIRE, 109.22 FT (33.29 M) SOUTHWEST OF A POWER POLE, 190.7
 AH3006'FT (58.1 M) NORTHEAST OF A POWER POLE, 95 FT (29.0 M) NORTHWEST OF THE
 AH3006'EAST END OF A BOX CULVERT UNDER A FIELD ENTRANCE TO THE SOUTH, 75.9 FT
 AH3006'(23.1 M) NORTH OF A POWER POLE, 67.3 FT (20.5 M) WEST OF A CONCRETE
 AH3006'R.O.W.  MARKER, AND 1.8 FT (0.5 M) SOUTH OF AN ORANGE FIBERGLASS
 AH3006'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH3006'CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH3006
 AH3006                          STATION RECOVERY (2001)
 AH3006
 AH3006'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 AH3006'RECOVERED IN GOOD CONDITION.
 AH3006
 AH3006                          STATION RECOVERY (2004)
 AH3006
 AH3006'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 AH3006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0771 ***********************************************************************
 LD0771  DESIGNATION -  HENDERSON
 LD0771  PID         -  LD0771
 LD0771  STATE/COUNTY-  IL/HENDERSON
 LD0771  USGS QUAD   -  OQUAWKA (1982)
 LD0771
 LD0771                         *CURRENT SURVEY CONTROL
 LD0771  ___________________________________________________________________
 LD0771* NAD 83(1997)-  40 57 50.99442(N)    090 53 49.77976(W)     ADJUSTED  
 LD0771* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 LD0771  ___________________________________________________________________
 LD0771  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 LD0771  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0771
 LD0771  HORZ ORDER  -  SECOND
 LD0771
 LD0771.The horizontal coordinates were established by classical geodetic methods
 LD0771.and adjusted by the National Geodetic Survey in October 1999..
 LD0771
 LD0771.The orthometric height was scaled from a topographic map.
 LD0771
 LD0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0771
 LD0771.The geoid height was determined by GEOID03.
 LD0771
 LD0771;                    North         East     Units Scale Factor Converg.
 LD0771;SPC IL W     -   477,303.157   638,509.825   MT  0.99998770   -0 28 44.1
 LD0771;SPC IL W     - 1,565,952.11  2,094,844.32   sFT  0.99998770   -0 28 44.1
 LD0771;SPC IA S     -   110,346.620   719,066.752   MT  0.99995686   +1 42 52.2
 LD0771;UTM  15      - 4,536,908.415   676,953.383   MT  0.99998540   +1 22 44.2
 LD0771
 LD0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0771!SPC IL W     -   0.99997225  x   0.99998770  =   0.99995995
 LD0771!SPC IA S     -   0.99997225  x   0.99995686  =   0.99992911
 LD0771!UTM  15      -   0.99997225  x   0.99998540  =   0.99995765
 LD0771
 LD0771:                Primary Azimuth Mark                     Grid Az
 LD0771:SPC IL W     -  OQUAWKA CHURCH SPIRE                     231 43 02.6
 LD0771:SPC IA S     -  OQUAWKA CHURCH SPIRE                     229 31 26.3
 LD0771:UTM  15      -  OQUAWKA CHURCH SPIRE                     229 51 34.3
 LD0771
 LD0771|---------------------------------------------------------------------|
 LD0771| PID    Reference Object                     Distance      Geod. Az  |
 LD0771|                                                           dddmmss.s |
 LD0771| LD0772 OQUAWKA CHURCH SPIRE                APPROX. 5.8 KM 2311418.5 |
 LD0771| LD0770 OQUAWKA WATER TANK                  APPROX. 5.7 KM 2350201.2 |
 LD0771|---------------------------------------------------------------------|
 LD0771
 LD0771                          SUPERSEDED SURVEY CONTROL
 LD0771
 LD0771  NAD 83(1997)-  40 57 50.99445(N)    090 53 49.77977(W) AD(       ) 2
 LD0771  NAD 83(1986)-  40 57 50.99890(N)    090 53 49.78100(W) AD(       ) 2
 LD0771  NAD 27      -  40 57 50.86500(N)    090 53 49.27500(W) AD(       ) 2
 LD0771
 LD0771.Superseded values are not recommended for survey control.
 LD0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0771.See file dsdata.txt to determine how the superseded data were derived.
 LD0771
 LD0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF7695336908(NAD 83)
 LD0771_MARKER: P = PIPE CAP
 LD0771_SETTING: 0 = UNSPECIFIED SETTING
 LD0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0771
 LD0771  HISTORY     - Date     Condition        Report By
 LD0771  HISTORY     - 1931     MONUMENTED       MRC
 LD0771  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0771
 LD0771                          STATION DESCRIPTION
 LD0771
 LD0771'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 LD0771'STATION IS ABOUT 4 MILES NORTHEAST OF OQUAWKA, ON BLUFF OVERLOOKING
 LD0771'VALLEY, AND ON LAND OWNED BY LEWIS BRUGHET.
 LD0771'
 LD0771'TO REACH FROM OQUAWKA GO BY PAVED STATE HIGHWAY 94A EAST 2.15
 LD0771'MILES TO HENDERSON CREEK BRIDGE, TURN NORTH ON SANDY DIRT ROAD
 LD0771'AT EAST END OF BRIDGE AND FOLLOW NORTHEAST 1.1 MILES TO FORK AT
 LD0771'OLD GRAY BRICK SCHOOL, KEEP LEFT FORK THROUGH TWO GATES 0.65
 LD0771'MILES TO A FARMHOUSE, CONTINUE ON FARM ROAD NORTH 3/4 MILE,
 LD0771'THENCE STRAIGHT AHEAD ON WAGON TRACK ACROSS CORNFIELD 1/3 MILE
 LD0771'TO FENCE, THENCE EAST THROUGH WOODS AND CORNFIELD 0.2 MILE,
 LD0771'TURN LEFT (NORTH) ACROSS SMALL FORD, 70 YARDS TO BOARD GATE,
 LD0771'CONTINUE ON ROAD THROUGH GATE 300 YARDS TO A LARGE DECUMBENT
 LD0771'WALNUT TREE EAST OF ROAD, FOLLOW COW TRAIL FROM HERE UP NOSE
 LD0771'100 YARDS SOUTHEAST TO STATION.  MARK IS A 4-INCH IRON
 LD0771'PIPE, CAPPED, PROTRUDING ABOUT 8 INCHES ABOVE SURFACE OF
 LD0771'GROUND, AND LOCATED ABOUT 30 METERS SOUTH OF THE NOSE OF A
 LD0771'SHARP RIDGE, AND 11.2 METERS NORTHWEST OF A 16-INCH OLD BLAZED
 LD0771'OAK TREE.
 LD0771'
 LD0771'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 LD0771
 LD0771                          STATION RECOVERY (2001)
 LD0771
 LD0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0771'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1203 ***********************************************************************
 NH1203  DESIGNATION -  HENDERSON
 NH1203  PID         -  NH1203
 NH1203  STATE/COUNTY-  IL/BOONE
 NH1203  USGS QUAD   -  CALEDONIA (1993)
 NH1203
 NH1203                         *CURRENT SURVEY CONTROL
 NH1203  ___________________________________________________________________
 NH1203* NAD 83(1997)-  42 21 21.75801(N)    088 53 44.05082(W)     ADJUSTED  
 NH1203* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 NH1203  ___________________________________________________________________
 NH1203  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NH1203  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NH1203
 NH1203  HORZ ORDER  -  FIRST
 NH1203
 NH1203.The horizontal coordinates were established by classical geodetic methods
 NH1203.and adjusted by the National Geodetic Survey in October 1999..
 NH1203
 NH1203.The orthometric height was scaled from a topographic map.
 NH1203
 NH1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1203
 NH1203.The geoid height was determined by GEOID03.
 NH1203
 NH1203;                    North         East     Units Scale Factor Converg.
 NH1203;SPC IL E     -   631,802.936   253,679.951   MT  1.00000139   -0 22 43.7
 NH1203;SPC IL E     - 2,072,840.13    832,281.64   sFT  1.00000139   -0 22 43.7
 NH1203;SPC IL W     -   632,411.105   804,716.905   MT  1.00007605   +0 51 23.3
 NH1203;SPC IL W     - 2,074,835.43  2,640,142.05   sFT  1.00007605   +0 51 23.3
 NH1203;UTM  16      - 4,691,048.780   343,888.913   MT  0.99989986   -1 16 38.5
 NH1203
 NH1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1203!SPC IL E     -   0.99995915  x   1.00000139  =   0.99996054
 NH1203!SPC IL W     -   0.99995915  x   1.00007605  =   1.00003520
 NH1203!UTM  16      -   0.99995915  x   0.99989986  =   0.99985902
 NH1203
 NH1203:                Primary Azimuth Mark                     Grid Az
 NH1203:SPC IL E     -  JEFFERSON PRAIRIE EV LUTH CH             009 54 31.0
 NH1203:SPC IL W     -  JEFFERSON PRAIRIE EV LUTH CH             008 40 24.0
 NH1203:UTM  16      -  JEFFERSON PRAIRIE EV LUTH CH             010 48 25.8
 NH1203
 NH1203|---------------------------------------------------------------------|
 NH1203| PID    Reference Object                     Distance      Geod. Az  |
 NH1203|                                                           dddmmss.s |
 NH1203| NH1191 JEFFERSON PRAIRIE EV LUTH CH        APPROX.15.2 KM 0093147.3 |
 NH1203| CI9745 HENDERSON RM 1                       24.552 METERS 03126     |
 NH1203| NH1194 BELVIDERE CHI ST PAUL AWY BN 6      APPROX.13.0 KM 1522253.7 |
 NH1203| NH1193 BELVIDERE PARSON CASKET TK          APPROX.10.8 KM 1523912.0 |
 NH1203| NH1200 BELVIDERE SCREW CO STK              APPROX.10.9 KM 1540451.3 |
 NH1203| NH1197 BELVIDERE NATL SEW MACH CO STK      APPROX.11.7 KM 1571837.8 |
 NH1203| NH1198 BELVIDERE MUN HEATING PLT STK       APPROX.11.8 KM 1572739.1 |
 NH1203| NH1192 BELVIDERE IMMANUEL LUTH CH          APPROX.11.1 KM 1604156.5 |
 NH1203| NH1196 BELVIDERE GOSSARD CORSET TK         APPROX.12.2 KM 1635453.6 |
 NH1203| NH1488 ROCKFORD GREENLEE BROS CO STK       APPROX.18.9 KM 2285916.2 |
 NH1203| CI9744 HENDERSON AZ MK                                    2765041.7 |
 NH1203| CI9747 HENDERSON RM 3                       27.166 METERS 28728     |
 NH1203| CI9746 HENDERSON RM 2                       30.187 METERS 31409     |
 NH1203|---------------------------------------------------------------------|
 NH1203
 NH1203                          SUPERSEDED SURVEY CONTROL
 NH1203
 NH1203  NAD 83(1997)-  42 21 21.75728(N)    088 53 44.05191(W) AD(       ) 1
 NH1203  NAD 83(1997)-  42 21 21.75443(N)    088 53 44.05403(W) AD(       ) 1
 NH1203  NAD 83(1986)-  42 21 21.75359(N)    088 53 44.05640(W) AD(       ) 1
 NH1203  NAD 27      -  42 21 21.68740(N)    088 53 43.68290(W) AD(       ) 1
 NH1203
 NH1203.Superseded values are not recommended for survey control.
 NH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1203.See file dsdata.txt to determine how the superseded data were derived.
 NH1203
 NH1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4388991049(NAD 83)
 NH1203_MARKER: DS = TRIANGULATION STATION DISK
 NH1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1203
 NH1203  HISTORY     - Date     Condition        Report By
 NH1203  HISTORY     - 1935     MONUMENTED       CGS
 NH1203  HISTORY     - 1954     GOOD             CGS
 NH1203  HISTORY     - 1967     GOOD             CGS
 NH1203  HISTORY     - 1970     GOOD             ILHD
 NH1203  HISTORY     - 19971217 GOOD             USPSQD
 NH1203
 NH1203                          STATION DESCRIPTION
 NH1203
 NH1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1203'THIS STATION IS IN THE NW 1/4 SEC. 28, T 45 N, R 3 E, ABOUT
 NH1203'1.0 MILE SOUTH-SOUTHWEST OF THE VILLAGE OF CALEDONIA, ILL.,
 NH1203'AND ABOUT 13 MILES AIR-LINE SOUTH-SOUTHEAST OF BELOIT, WIS.,
 NH1203'ON LAND OWNED BY G.L. HENDERSON.  THE MARK IS IN A NORTH-SOUTH
 NH1203'FENCE LINE AT THE TOP OF A LOW RIDGE 0.1 MILE WEST OF MR.
 NH1203'HENDERSONS HOUSE.  51 FEET SOUTH OF CENTERLINE OF GRAVEL ROAD.
 NH1203'30 FEET SOUTH OF A TELEPHONE POLE.  54 FEET NORTH OF A 12-INCH
 NH1203'OAK TREE IN FENCE LINE.  THE MARK IS BELOW THE SURFACE 12
 NH1203'INCHES.
 NH1203'
 NH1203'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1203'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1203'
 NH1203'REFERENCE MARK NO. 1 IS ACROSS THE ROAD NORTHEAST OF THE
 NH1203'STATION, 1 FOOT SOUTH OF NORTH RIGHT-OF-WAY FENCE LINE.  20
 NH1203'FEET NORTH OF CENTERLINE OF ROAD.  48 FEET EAST OF NORTH-SOUTH
 NH1203'FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 NH1203'
 NH1203'REFERENCE MARK NO. 2 IS ACROSS THE ROAD NORTHWEST OF THE STATION,
 NH1203'1 FOOT SOUTH OF NORTH RIGHT-OF-WAY FENCE LINE.  20 FEET NORTH
 NH1203'OF CENTERLINE OF ROAD.  65 FEET WEST OF NORTH-SOUTH FENCE LINE.
 NH1203'THE MARK PROJECTS 2 INCHES.
 NH1203'
 NH1203'THE AZIMUTH MARK IS WEST OF THE STATION, 1 FOOT NORTH OF SOUTH
 NH1203'RIGHT-OF-WAY FENCE LINE.  55 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 NH1203'CORNER OF J AND C KELLYS YARD FENCE.  21 FEET SOUTH-SOUTHEAST
 NH1203'OF DRIVEWAY TO KELLYS HOUSE.  12 FEET EAST OF WOODEN GATE.
 NH1203'ABOUT 100 YARDS EAST OF TRANSMISSION LINE.  THE MARK IS FLUSH.
 NH1203'
 NH1203'LIGHTS 100 FEET ABOVE STATIONS BELVIDERE, BLACK, AND MYERS
 NH1203'COME INTO VIEW 64 FEET ABOVE THIS STATION.
 NH1203'
 NH1203'LIGHTS 110 FEET ABOVE STATION COLES R.M. NO. 2 AND 100 FEET
 NH1203'ABOVE MILLS COME INTO VIEW 50 FEET ABOVE THIS STATION.
 NH1203'
 NH1203'LIGHTS 8 FEET ABOVE STATION FAUST AND 87 FEET ABOVE ROCKTON
 NH1203'1920 COME INTO VIEW 77 FEET ABOVE THIS STATION.
 NH1203'
 NH1203'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO
 NH1203'WEST-SOUTHWESTERLY ON MAIN STREET TO T ROAD.  AT T ROAD GO
 NH1203'SOUTH-SOUTHEASTERLY ON GRAVEL ROAD TOWARD BELVIDERE 0.9 MILE
 NH1203'TO T ROAD WEST AT SIGN 7 MILES TO BELVIDERE.  GO WEST ON
 NH1203'GRAVEL ROAD 0.2 MILE TO MR. HENDERSONS HOUSE ON LEFT, THENCE
 NH1203'CONTINUE ON WEST 0.1 MILE TO STATION ON LEFT.
 NH1203'
 NH1203'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTH.
 NH1203
 NH1203                          STATION RECOVERY (1954)
 NH1203
 NH1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1203'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT
 NH1203'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE
 NH1203'MARK NO. 2 WAS CLOSE TO A DITCH AND WAS IN DANGER OF BEING
 NH1203'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE DISTANCES
 NH1203'AND DIRECTIONS TO ALL MARKS CHECKED EXCEPT THE DIRECTION TO
 NH1203'REFERENCE MARK NO. 1.  THE STATION IS NOW ON PROPERTY OWNED
 NH1203'BY MRS. J. PEDERSON.  THE OLD DESCRIPTION IS ADEQUATE WITH
 NH1203'THE FOLLOWING ADDITIONS.
 NH1203'
 NH1203'REFERENCE MARK NO. 3 IS WEST OF THE STATION, 21 FEET SOUTH
 NH1203'OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE
 NH1203'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HENDERSON
 NH1203'NO 3 1935.
 NH1203'
 NH1203'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CALEDONIA, GO
 NH1203'SOUTHWEST ON PAVED ROAD FOR 0.3 MILE TO A T-ROAD, TURN LEFT
 NH1203'AND GO SOUTHEAST ON PAVED ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT,
 NH1203'TURN RIGHT AND GO WEST FOR 0.35 MILE TO THE STATION ON THE
 NH1203'LEFT AS DESCRIBED IN THE 1935 DESCRIPTION.
 NH1203'
 NH1203'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR
 NH1203'0.7 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NH1203'
 NH1203'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1203
 NH1203                          STATION RECOVERY (1967)
 NH1203
 NH1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1203'ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE WITH
 NH1203'BELOW CHANGES.
 NH1203'
 NH1203'THE TO REACH SHOULD BE FROM THE INTERSECTION OF FRONT AND MAIN
 NH1203'STREETS IN CALEDONIA SINCE THE DEPOT IS GONE.  THE ROAD AT
 NH1203'THE STATION IS PAVED.  THE STATION MARK IS 27 FEET SOUTH OF
 NH1203'A FENCE CORNER AND 2 FEET WEST OF A FENCE.
 NH1203'
 NH1203'REFERENCE MARK 1 IS 2 FEET SOUTH OF A FENCE AND 1 FOOT SOUTH
 NH1203'OF A METAL WITNESS POST.
 NH1203'
 NH1203'REFERENCE MARK 3 IS 3 INCHES UNDERGROUND.
 NH1203'
 NH1203'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 NH1203'
 NH1203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHWEST
 NH1203'OF CALEDONIA
 NH1203
 NH1203                          STATION RECOVERY (1970)
 NH1203
 NH1203'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 NH1203'HENDERSON 1935-GOOD
 NH1203'
 NH1203'HENDERSON NO. 1 1935-GOOD
 NH1203'
 NH1203'HENDERSON NO 3 1935-GOOD
 NH1203'
 NH1203'HENDERSON 1935 AZI.-GOOD
 NH1203'
 NH1203'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED.
 NH1203'
 NH1203'THE FOLLOWING CHANGES SHOULD BE MADE--TELEPHONE POLE 30 N.
 NH1203'OF STA. HAS BEEN REMOVED.  ONLY STUMP REMAINS OF THE 12 IN
 NH1203'OAK TREE 54 FT SOUTH OF STATION.
 NH1203'
 NH1203'R.M. 1 IS ONE FOOT SOUTH OF WITNESS POST.  STATION IS ACTUALLY
 NH1203'3 FT. WEST OF FENCE LINE.
 NH1203'
 NH1203'AZI-MK IS 3 FT NORTH OF SOUTH RIGHT OF WAY FENCE.  YARD FENCE
 NH1203'55 FT NNW OF
 NH1203
 NH1203                          STATION RECOVERY (1997)
 NH1203
 NH1203'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0266 ***********************************************************************
 MG0266  DESIGNATION -  HENDERSON 2
 MG0266  PID         -  MG0266
 MG0266  STATE/COUNTY-  IL/KNOX
 MG0266  USGS QUAD   -  WATAGA (1982)
 MG0266
 MG0266                         *CURRENT SURVEY CONTROL
 MG0266  ___________________________________________________________________
 MG0266* NAD 83(1997)-  41 00 20.05971(N)    090 20 31.73123(W)     ADJUSTED  
 MG0266* NAVD 88     -       249.387  (meters)     818.20   (feet)  ADJUSTED  
 MG0266  ___________________________________________________________________
 MG0266  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 MG0266  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0266  DYNAMIC HT  -         249.278 (meters)     817.84  (feet)  COMP
 MG0266  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 MG0266
 MG0266  HORZ ORDER  -  SECOND
 MG0266  VERT ORDER  -  SECOND    CLASS 0
 MG0266
 MG0266.The horizontal coordinates were established by classical geodetic methods
 MG0266.and adjusted by the National Geodetic Survey in October 1999..
 MG0266
 MG0266.The orthometric height was determined by differential leveling
 MG0266.and adjusted by the National Geodetic Survey in June 1991..
 MG0266
 MG0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0266
 MG0266.The geoid height was determined by GEOID03.
 MG0266
 MG0266.The dynamic height is computed by dividing the NAVD 88
 MG0266.geopotential number by the normal gravity value computed on the
 MG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0266.degrees latitude (g = 980.6199 gals.).
 MG0266
 MG0266.The modeled gravity was interpolated from observed gravity values.
 MG0266
 MG0266;                    North         East     Units Scale Factor Converg.
 MG0266;SPC IL W     -   481,659.131   685,237.991   MT  0.99994386   -0 06 54.5
 MG0266;SPC IL W     - 1,580,243.33  2,248,151.64   sFT  0.99994386   -0 06 54.5
 MG0266;UTM  15      - 4,542,778.589   723,521.926   MT  1.00021496   +1 44 40.6
 MG0266
 MG0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0266!SPC IL W     -   0.99996604  x   0.99994386  =   0.99990990
 MG0266!UTM  15      -   0.99996604  x   1.00021496  =   1.00018100
 MG0266
 MG0266|---------------------------------------------------------------------|
 MG0266| PID    Reference Object                     Distance      Geod. Az  |
 MG0266|                                                           dddmmss.s |
 MG0266| MG0267 HENDERSON 2 RM 2                      7.495 METERS 09043     |
 MG0266| LD0715 GALESBURG RAD STA WGIL MAST         APPROX. 7.0 KM 1812603.7 |
 MG0266| LD0714 GALESBURG CBQ RR POWERHSE STK       APPROX. 7.4 KM 1954312.1 |
 MG0266| LD0716 GALESBURG ILL PWR AND L CO TWR      APPROX. 6.8 KM 2024151.5 |
 MG0266| LD0717 GALESBURG ILL PWR AND L CO STK      APPROX. 6.8 KM 2024709.8 |
 MG0266| MG0268 HENDERSON 2 AZ MK                                  2714554.4 |
 MG0266| MG0265 HENDERSON 2 RM 1                     13.950 METERS 35810     |
 MG0266|---------------------------------------------------------------------|
 MG0266
 MG0266                          SUPERSEDED SURVEY CONTROL
 MG0266
 MG0266  NAD 83(1997)-  41 00 20.05975(N)    090 20 31.73144(W) AD(       ) 2
 MG0266  NAD 83(1986)-  41 00 20.06365(N)    090 20 31.74574(W) AD(       ) 2
 MG0266  NAD 27      -  41 00 19.93230(N)    090 20 31.28330(W) AD(       ) 2
 MG0266  NGVD 29 (??/??/92)  249.439  (m)          818.37   (f) ADJ UNCH    2 0
 MG0266
 MG0266.Superseded values are not recommended for survey control.
 MG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0266.See file dsdata.txt to determine how the superseded data were derived.
 MG0266
 MG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2352242779(NAD 83)
 MG0266_MARKER: DS = TRIANGULATION STATION DISK
 MG0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0266_STAMPING: HENDERSON 2 1959
 MG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0266+STABILITY: SURFACE MOTION
 MG0266
 MG0266  HISTORY     - Date     Condition        Report By
 MG0266  HISTORY     - 1959     MONUMENTED       CGS
 MG0266  HISTORY     - 1959     GOOD             CGS
 MG0266  HISTORY     - 19971124 MARK NOT FOUND   USPSQD
 MG0266
 MG0266                          STATION DESCRIPTION
 MG0266
 MG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MG0266'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST OF U.S. HIGHWAY
 MG0266'150, ABOUT 4-1/2 MILES NORTH OF GALESBURG AND ABOUT 4 MILES
 MG0266'SOUTHWEST OF WATAGA.
 MG0266'
 MG0266'TO REACH THE STATION FROM THE POST OFFICE IN WATAGA, GO
 MG0266'SOUTHWEST ON U.S. HIGHWAY 34 FOR 1.9 MILES TO CROSSROADS,
 MG0266'TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 1.3 MILES TO CROSSROADS,
 MG0266'JOG RIGHT THEN LEFT AND CONTINUE WEST ON GRAVEL ROAD FOR 0.95
 MG0266'MILE TO THE STATION ON LEFT AS DESCRIBED.
 MG0266'
 MG0266'THE STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 X 12
 MG0266'INCH CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND THE DISK
 MG0266'IS STAMPED HENDERSON 2 1959.  IT IS 24 FEET SOUTH OF APPROXIMATE
 MG0266'CENTER OF GRAVEL ROAD, 2.8 FEET NORTHWEST OF WITNESS POST
 MG0266'AND 1.5 FEET NORTH OF FENCELINE.
 MG0266'
 MG0266'REFERENCE MARK NO. 1 IS 23.5 FEET NORTH OF APPROXIMATE CENTER
 MG0266'OF GRAVEL ROAD AND 1 FOOT SOUTH OF FENCELINE.  THE MARK IS
 MG0266'A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12 X 12 INCH
 MG0266'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES AND THE DISK
 MG0266'IS STAMPED HENDERSON 2 NO. 1 1959.
 MG0266'
 MG0266'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF APPROXIMATE CENTER
 MG0266'OF GRAVEL ROAD, 21.9 FEET EAST OF WITNESS POST AND 1 FOOT
 MG0266'NORTH OF FENCELINE.  THE DISK IS A STANDARD REFERENCE MARK
 MG0266'DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST WHICH
 MG0266'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED HENDERSON
 MG0266'2 NO. 2 1959.
 MG0266'
 MG0266'AZIMUTH MARK IS 26 FEET NORTH OF THE APPROXIMATE CENTER
 MG0266'OF GRAVEL ROAD, 19 FEET EAST OF FIELD ENTRANCE AND WOODEN
 MG0266'GATE, 2 FEET EAST-SOUTHEAST OF WITNESS POST AND 1 FOOT SOUTH
 MG0266'OF FENCELINE.  THE MARK IS A STANDARD AZIMUTH MARK DISK
 MG0266'SET IN TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 MG0266'ABOUT 4 INCHES AND THE DISK IS STAMPED HENDERSON 2 1959.
 MG0266'
 MG0266'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 MG0266'ROAD FOR 0.35 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 MG0266'
 MG0266'HEIGHT OF LIGHT ABOVE STATION MARK 3.93 METERS.
 MG0266
 MG0266                          STATION RECOVERY (1959)
 MG0266
 MG0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MG0266'1.9 MI SE FROM HENDERSON.
 MG0266'ABOUT 1.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE CHICAGO,
 MG0266'BURLINGTON AND QUINCY RAILROAD STATION AT HENDERSON, THENCE
 MG0266'0.7 MILES EAAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILES EAST OF
 MG0266'CROSS ROAD, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2
 MG0266'FEET NORTH OF A FENCE, 120 1/2 FEET SOUTHWEST AND ACROSS THE
 MG0266'ROAD FROM THE THIRD POWER POLE EAST OF THE ROAD CROSSING, 2.8
 MG0266'FEET EAST-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 MG0266'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 MG0266'INCHES.
 MG0266
 MG0266                          STATION RECOVERY (1997)
 MG0266
 MG0266'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0265 ***********************************************************************
 MG0265  DESIGNATION -  HENDERSON 2 RM 1
 MG0265  PID         -  MG0265
 MG0265  STATE/COUNTY-  IL/KNOX
 MG0265  USGS QUAD   -  WATAGA (1982)
 MG0265
 MG0265                         *CURRENT SURVEY CONTROL
 MG0265  ___________________________________________________________________
 MG0265* NAD 83(1986)-  41 00 19.     (N)    090 20 31.     (W)     SCALED    
 MG0265* NAVD 88     -       249.577  (meters)     818.82   (feet)  ADJUSTED  
 MG0265  ___________________________________________________________________
 MG0265  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0265  DYNAMIC HT  -         249.467 (meters)     818.46  (feet)  COMP
 MG0265  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 MG0265
 MG0265  VERT ORDER  -  SECOND    CLASS 0
 MG0265
 MG0265.The horizontal coordinates were scaled from a topographic map and have
 MG0265.an estimated accuracy of +/- 6 seconds.
 MG0265
 MG0265.The orthometric height was determined by differential leveling
 MG0265.and adjusted by the National Geodetic Survey in June 1991..
 MG0265
 MG0265.The geoid height was determined by GEOID03.
 MG0265
 MG0265.The dynamic height is computed by dividing the NAVD 88
 MG0265.geopotential number by the normal gravity value computed on the
 MG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0265.degrees latitude (g = 980.6199 gals.).
 MG0265
 MG0265.The modeled gravity was interpolated from observed gravity values.
 MG0265
 MG0265;                    North         East    Units  Estimated Accuracy
 MG0265;SPC IL W     -   481,630.      685,260.      MT  (+/- 180 meters Scaled)
 MG0265
 MG0265                          SUPERSEDED SURVEY CONTROL
 MG0265
 MG0265  NGVD 29 (??/??/92)  249.629  (m)          818.99   (f) ADJ UNCH    2 0
 MG0265
 MG0265.Superseded values are not recommended for survey control.
 MG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0265.See file dsdata.txt to determine how the superseded data were derived.
 MG0265
 MG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF235427(NAD 83)
 MG0265_MARKER: DB = BENCH MARK DISK
 MG0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0265_STAMPING: HENDERSON 2 NO 1 1959
 MG0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0265+STABILITY: SURFACE MOTION
 MG0265
 MG0265  HISTORY     - Date     Condition        Report By
 MG0265  HISTORY     - 1959     MONUMENTED       CGS
 MG0265  HISTORY     - 19971124 MARK NOT FOUND   USPSQD
 MG0265
 MG0265                          STATION DESCRIPTION
 MG0265
 MG0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0265'1.9 MI SE FROM HENDERSON.
 MG0265'ABOUT 1.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE CHICAGO,
 MG0265'BURLINGTON AND QUINCY RAILROAD STATION AT HENDERSON, THENCE
 MG0265'0.7 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILES EAST OF A CROSS
 MG0265'ROAD, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT
 MG0265'SOUTH OF A FENCE, 112 1/2 FEET WEST OF THE THIRD POWER POLE EAST OF
 MG0265'THE ROAD CROSSING, 45.8 FEET NORTH OF TRIANGULATION STATION
 MG0265'HENDERSON 2, 46.8 FEET NORTH OF A METAL WITNESS POST, ABOUT
 MG0265'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 MG0265'PROJECTING 3 INCHES.
 MG0265
 MG0265                          STATION RECOVERY (1997)
 MG0265
 MG0265'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0267 ***********************************************************************
 MG0267  DESIGNATION -  HENDERSON 2 RM 2
 MG0267  PID         -  MG0267
 MG0267  STATE/COUNTY-  IL/KNOX
 MG0267  USGS QUAD   -  WATAGA (1982)
 MG0267
 MG0267                         *CURRENT SURVEY CONTROL
 MG0267  ___________________________________________________________________
 MG0267* NAD 83(1986)-  41 00 19.     (N)    090 20 31.     (W)     SCALED    
 MG0267* NAVD 88     -       249.586  (meters)     818.85   (feet)  ADJUSTED  
 MG0267  ___________________________________________________________________
 MG0267  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0267  DYNAMIC HT  -         249.477 (meters)     818.49  (feet)  COMP
 MG0267  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 MG0267
 MG0267  VERT ORDER  -  SECOND    CLASS 0
 MG0267
 MG0267.The horizontal coordinates were scaled from a topographic map and have
 MG0267.an estimated accuracy of +/- 6 seconds.
 MG0267
 MG0267.The orthometric height was determined by differential leveling
 MG0267.and adjusted by the National Geodetic Survey in June 1991..
 MG0267
 MG0267.The geoid height was determined by GEOID03.
 MG0267
 MG0267.The dynamic height is computed by dividing the NAVD 88
 MG0267.geopotential number by the normal gravity value computed on the
 MG0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0267.degrees latitude (g = 980.6199 gals.).
 MG0267
 MG0267.The modeled gravity was interpolated from observed gravity values.
 MG0267
 MG0267;                    North         East    Units  Estimated Accuracy
 MG0267;SPC IL W     -   481,630.      685,260.      MT  (+/- 180 meters Scaled)
 MG0267
 MG0267                          SUPERSEDED SURVEY CONTROL
 MG0267
 MG0267  NGVD 29 (??/??/92)  249.638  (m)          819.02   (f) ADJ UNCH    2 0
 MG0267
 MG0267.Superseded values are not recommended for survey control.
 MG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0267.See file dsdata.txt to determine how the superseded data were derived.
 MG0267
 MG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF235427(NAD 83)
 MG0267_MARKER: DR = REFERENCE MARK DISK
 MG0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0267_STAMPING: HENDERSON 2 RM 2 1959
 MG0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0267+STABILITY: SURFACE MOTION
 MG0267
 MG0267  HISTORY     - Date     Condition        Report By
 MG0267  HISTORY     - 1959     MONUMENTED       CGS
 MG0267  HISTORY     - 19971124 MARK NOT FOUND   USPSQD
 MG0267
 MG0267                          STATION DESCRIPTION
 MG0267
 MG0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0267'1.9 MI SE FROM HENDERSON.
 MG0267'ABOUT 1.2 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE CHICAGO,
 MG0267'BURLINGTON AND QUINCY RAILROAD STATION AT HENDERSON, THENCE
 MG0267'0.7 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.1 MILE EAST OF A
 MG0267'CROSS ROAD, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1
 MG0267'FOOT NORTH OF A FENCE, 98 FEET SOUTHWEST AND ACROSS THE ROAD FROM
 MG0267'THE THIRD POWER POLE EAST OF THE ROAD CROSSING, 24.6 FEET EAST
 MG0267'OF TRIANGULATION STATION HENDERSON 2, 21.9 FEET EAST OF A
 MG0267'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 MG0267'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MG0267
 MG0267                          STATION RECOVERY (1997)
 MG0267
 MG0267'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0547 ***********************************************************************
 MF0547  DESIGNATION -  HENDERSON RESET
 MF0547  PID         -  MF0547
 MF0547  STATE/COUNTY-  IL/OGLE
 MF0547  USGS QUAD   -  ROCHELLE (1993)
 MF0547
 MF0547                         *CURRENT SURVEY CONTROL
 MF0547  ___________________________________________________________________
 MF0547* NAD 83(1997)-  41 53 51.95845(N)    089 03 15.47566(W)     ADJUSTED  
 MF0547* NAVD 88     -       246.109  (meters)     807.44   (feet)  ADJUSTED  
 MF0547  ___________________________________________________________________
 MF0547  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MF0547  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0547  DYNAMIC HT  -         246.022 (meters)     807.16  (feet)  COMP
 MF0547  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 MF0547
 MF0547  HORZ ORDER  -  SECOND
 MF0547  VERT ORDER  -  FIRST     CLASS II
 MF0547
 MF0547.The horizontal coordinates were established by classical geodetic methods
 MF0547.and adjusted by the National Geodetic Survey in October 1999..
 MF0547
 MF0547.The orthometric height was determined by differential leveling
 MF0547.and adjusted by the National Geodetic Survey in June 1991..
 MF0547
 MF0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0547
 MF0547.The geoid height was determined by GEOID03.
 MF0547
 MF0547.The dynamic height is computed by dividing the NAVD 88
 MF0547.geopotential number by the normal gravity value computed on the
 MF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0547.degrees latitude (g = 980.6199 gals.).
 MF0547
 MF0547.The modeled gravity was interpolated from observed gravity values.
 MF0547
 MF0547;                    North         East     Units Scale Factor Converg.
 MF0547;SPC IL W     -   581,326.309   792,303.103   MT  1.00004598   +0 44 34.4
 MF0547;SPC IL W     - 1,907,234.73  2,599,414.43   sFT  1.00004598   +0 44 34.4
 MF0547;SPC IL E     -   580,998.927   240,173.269   MT  1.00001903   -0 28 53.3
 MF0547;SPC IL E     - 1,906,160.65    787,968.47   sFT  1.00001903   -0 28 53.3
 MF0547;UTM  16      - 4,640,465.987   329,591.796   MT  0.99995734   -1 22 19.9
 MF0547
 MF0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0547!SPC IL W     -   0.99996657  x   1.00004598  =   1.00001255
 MF0547!SPC IL E     -   0.99996657  x   1.00001903  =   0.99998560
 MF0547!UTM  16      -   0.99996657  x   0.99995734  =   0.99992391
 MF0547
 MF0547|---------------------------------------------------------------------|
 MF0547| PID    Reference Object                     Distance      Geod. Az  |
 MF0547|                                                           dddmmss.s |
 MF0547| MF0549 HENDERSON RM                         18.310 METERS 01854     |
 MF0547| MF0548 HENDERSON 2                           5.747 METERS 23140     |
 MF0547| CI7514 HENDERSON 2 RM 3                                   2683613.2 |
 MF0547| MF1545 ROCHELLE CALIF PACK CORP TANK       APPROX. 3.2 KM 3222717.0 |
 MF0547|---------------------------------------------------------------------|
 MF0547
 MF0547                          SUPERSEDED SURVEY CONTROL
 MF0547
 MF0547  NAD 83(1997)-  41 53 51.95926(N)    089 03 15.47814(W) AD(       ) 2
 MF0547  NAD 83(1986)-  41 53 51.95824(N)    089 03 15.48136(W) AD(       ) 2
 MF0547  NAD 27      -  41 53 51.85330(N)    089 03 15.13910(W) AD(       ) 2
 MF0547  NGVD 29 (??/??/92)  246.170  (m)          807.64   (f) ADJ UNCH    1 2
 MF0547
 MF0547.Superseded values are not recommended for survey control.
 MF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0547.See file dsdata.txt to determine how the superseded data were derived.
 MF0547
 MF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2959240466(NAD 83)
 MF0547_MARKER: DS = TRIANGULATION STATION DISK
 MF0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0547_STAMPING: HENDERSON 1920 1954
 MF0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0547+STABILITY: SURFACE MOTION
 MF0547
 MF0547  HISTORY     - Date     Condition        Report By
 MF0547  HISTORY     - 1920     MONUMENTED       CGS
 MF0547  HISTORY     - 1954     SEE DESCRIPTION  CGS
 MF0547  HISTORY     - 1969     GOOD             CGS
 MF0547  HISTORY     - 1969     GOOD             NGS
 MF0547  HISTORY     - 1973     GOOD             NGS
 MF0547  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF0547  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF0547  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF0547
 MF0547                          STATION DESCRIPTION
 MF0547
 MF0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0547'STATION IS ABOUT 2 MILES S OF ROCHELLE, ON THE S SIDE OF THE
 MF0547'HIGHWAY, 50 YARDS N OF THE POINT WHERE THE ROCHELLE-STEWARD
 MF0547'ROAD TURNS DIRECTLY E, AND 45 YARDS S OF VALE SCHOOL NO. 132.
 MF0547'THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 MF0547'BRONZE DISKS SET IN CONCRETE.
 MF0547'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE
 MF0547'OF THE SCHOOL FENCE LINE, 18.31 METERS (60.07 FEET) FROM THE
 MF0547'STATION, N 12 DEG 33 MIN E.
 MF0547
 MF0547                          STATION RECOVERY (1954)
 MF0547
 MF0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0547'THIS TRAVERSE STATION WAS FOUND ON THE SIDE OF A ROADBANK AND
 MF0547'LEADING SHARPLY TO THE W.  THE SURFACE MARK WAS REMOVED, THE
 MF0547'UNDERGROUND MARK WAS LOWERED 4 FT. AND SET IN ITS ORIGINAL
 MF0547'POSITION.  A NEW SURFACE MARK WAS CENTERED OVER THIS MARK AND
 MF0547'SET ON THE LEVEL OF THE ROADBED IN AN ALCOVE DUG INTO THE
 MF0547'BANK OF THE CUT.
 MF0547'
 MF0547'REACHED FROM THE RAILROAD STATION IN ROCHELLE, GO S ON MAIN
 MF0547'STREET FOR 1.8 MI. WHERE THE BLACK-TOP ROAD CURVES TO THE
 MF0547'LEFT, KEEP STRAIGHT AHEAD ON THE GRAVEL FOR 0.2 MI. TO A T-ROAD,
 MF0547'TURN RIGHT FOR 50 YD. TO THE STATION ON THE LEFT.
 MF0547'
 MF0547'THE 1920 DESCRIPTION WAS FOUND TO BE INADEQUATE EXCEPT AS TO
 MF0547'TYPE OF MARKS, AND DISTANCE AND DIRECTION TO REFERENCE MARK
 MF0547'WHICH CHECKED.
 MF0547'
 MF0547'THE STATION SURFACE MARK AND UNDERGROUND MARK WERE STAMPED
 MF0547'HENDERSON 1920-1954.
 MF0547
 MF0547                          STATION RECOVERY (1969)
 MF0547
 MF0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0547'THE STATION MARK, STAMPED HENDERSON 1920 1954 IS ABOUT 2.2 MILES
 MF0547'SOUTHEAST ALONG TH CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0547'FROM THE STATION AT ROCHELLE, THENCE 0.45 MILE WEST ALONG
 MF0547'STEWARD ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD,
 MF0547'21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 157 FEET WEST
 MF0547'OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD WHICH LEADS
 MF0547'NORTH, 77 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE MARKER,
 MF0547'60.07 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM R.M.
 MF0547'HENDERSON, 3 FEET NORTH OF A FENCE, ABOUT 1 FOOT BELOW THE
 MF0547'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MF0547'WHICH IS LOCATED IN A NICHE IN THE SOUTH SHOULDER OF THE ROAD
 MF0547'AND 1-1/2 FEET ABOVE THE BOTTOM OF A DITCH.
 MF0547'
 MF0547'R.M. HENDERSON, STAMPED HENDERSON 1920 IS 60.07 FEET
 MF0547'NORTH-NORTHEAST OF THE STATION MARK, 142 FEET WEST OF THE CENTER
 MF0547'OF THE JUNCTION OF THE ROAD AND A GRAVELED ROAD WHICH LEADS
 MF0547'NORTH, 35-1/2 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 MF0547'ROAD, 40 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SOUTH WING
 MF0547'OF A HOUSE, 12-1/2 FEET EAST OF A TELEPHONE POLE, 8 FEET WEST
 MF0547'OF THE WEST END OF A HEDGEROW, ABOUT 1 FOOT ABOVE THE LEVEL
 MF0547'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 MF0547'LEVEL WITH THE SURFACE OF THE GROUND.
 MF0547'
 MF0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.85 MILES
 MF0547'SOUTH
 MF0547
 MF0547                          STATION RECOVERY (1969)
 MF0547
 MF0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0547'2.8 MI S FROM ROCHELLE.
 MF0547'ABOUT 2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 MF0547'QUINCY RAILROAD FROM THE STATION AT ROCHELLE, THENCE 0.45 MILE
 MF0547'WEST ALONG STEWARD ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED
 MF0547'ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 157 FEET WEST
 MF0547'OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD WHICH LEADS NORTH,
 MF0547'77 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE MARKER, 60.07
 MF0547'FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM RM HENDERSON, 3
 MF0547'FEET NORTH OF A FENCE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 MF0547'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LOCATED IN A
 MF0547'NICHE IN THE SOUTH SHOULDER OF THE ROAD, AND ABOUT 1 1/2 FEET
 MF0547'ABOVE THE BOTTOM OF A DITCH.  SEC 36, T40N, R1E
 MF0547
 MF0547                          STATION RECOVERY (1973)
 MF0547
 MF0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 MF0547'THE STATION MARK AND REFERENCE MARK 1920 WERE FOUND IN GOOD
 MF0547'CONDITION.  THE DISTANCE TO THE REFERENCE MARK CHECKED.  THE
 MF0547'STATION MARK WAS FOUND TO BE IN THE WAY OF ROAD WORK AND THE
 MF0547'SURFACE MARK WAS DESTROYED AFTER A NEW STATION HENDERSON 2
 MF0547'1973 WAS ESTABLISHED.  THE REFERENCE MARK WAS LEFT INTACT AND
 MF0547'USED WITH THE NEW STATION.
 MF0547'
 MF0547'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0547'
 MF0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHEAST
 MF0547'EDGE OF ROCHELLE
 MF0547
 MF0547                          STATION RECOVERY (1996)
 MF0547
 MF0547'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0547'MARK NOT FOUND.
 MF0547
 MF0547                          STATION RECOVERY (2001)
 MF0547
 MF0547'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0547'MARK NOT FOUND.
 MF0547
 MF0547                          STATION RECOVERY (2004)
 MF0547
 MF0547'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0549 ***********************************************************************
 MF0549  DESIGNATION -  HENDERSON RM
 MF0549  PID         -  MF0549
 MF0549  STATE/COUNTY-  IL/OGLE
 MF0549  USGS QUAD   -  ROCHELLE (1993)
 MF0549
 MF0549                         *CURRENT SURVEY CONTROL
 MF0549  ___________________________________________________________________
 MF0549* NAD 83(1986)-  41 53 51.     (N)    089 03 15.     (W)     SCALED    
 MF0549* NAVD 88     -       246.761  (meters)     809.58   (feet)  ADJUSTED  
 MF0549  ___________________________________________________________________
 MF0549  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0549  DYNAMIC HT  -         246.673 (meters)     809.29  (feet)  COMP
 MF0549  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 MF0549
 MF0549  VERT ORDER  -  FIRST     CLASS II
 MF0549
 MF0549.The horizontal coordinates were scaled from a topographic map and have
 MF0549.an estimated accuracy of +/- 6 seconds.
 MF0549
 MF0549.The orthometric height was determined by differential leveling
 MF0549.and adjusted by the National Geodetic Survey in June 1991..
 MF0549
 MF0549.The geoid height was determined by GEOID03.
 MF0549
 MF0549.The dynamic height is computed by dividing the NAVD 88
 MF0549.geopotential number by the normal gravity value computed on the
 MF0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0549.degrees latitude (g = 980.6199 gals.).
 MF0549
 MF0549.The modeled gravity was interpolated from observed gravity values.
 MF0549
 MF0549;                    North         East    Units  Estimated Accuracy
 MF0549;SPC IL W     -   581,300.      792,310.      MT  (+/- 180 meters Scaled)
 MF0549
 MF0549                          SUPERSEDED SURVEY CONTROL
 MF0549
 MF0549  NGVD 29 (??/??/92)  246.821  (m)          809.78   (f) ADJ UNCH    1 2
 MF0549
 MF0549.Superseded values are not recommended for survey control.
 MF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0549.See file dsdata.txt to determine how the superseded data were derived.
 MF0549
 MF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM296404(NAD 83)
 MF0549_MARKER: DR = REFERENCE MARK DISK
 MF0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0549_STAMPING: HENDERSON 1920
 MF0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0549+STABILITY: SURFACE MOTION
 MF0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0549+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2001
 MF0549
 MF0549  HISTORY     - Date     Condition        Report By
 MF0549  HISTORY     - 1920     MONUMENTED       CGS
 MF0549  HISTORY     - 1969     GOOD             NGS
 MF0549  HISTORY     - 1973     GOOD             NGS
 MF0549  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF0549  HISTORY     - 20010721 GOOD             USPSQD
 MF0549  HISTORY     - 20040929 GOOD             USPSQD
 MF0549
 MF0549                          STATION DESCRIPTION
 MF0549
 MF0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0549'2.8 MI S FROM ROCHELLE.
 MF0549'ABOUT 2.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0549'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 0.45 MILE WEST
 MF0549'ALONG STEWARD ROAD, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD,
 MF0549'142 FEET WEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND A
 MF0549'GRAVELED ROAD WHICH LEADS NORTH, 35 1/2 FEET NORTH OF THE
 MF0549'CENTER LINE OF THE ROAD, 40 FEET SOUTH OF THE SOUTHWEST CORNER
 MF0549'OF THE SOUTH WING OF A HOUSE, 12 1/2 FEET EAST OF A TELEPHONE
 MF0549'POLE, 8 FEET WEST OF THE WEST END OF A HEDGEROW, 60.07 FEET
 MF0549'NORTH-NORTHEAST AND ACROSS THE ROAD FROM TRIANGULATION STATION
 MF0549'HENDERSON 1920, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 MF0549'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 MF0549'OF THE GROUND.  SEC 36, T40N, R1E
 MF0549
 MF0549                          STATION RECOVERY (1973)
 MF0549
 MF0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MF0549'RECOVERED IN GOOD CONDITION.
 MF0549
 MF0549                          STATION RECOVERY (1996)
 MF0549
 MF0549'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0549'MARK NOT FOUND.
 MF0549
 MF0549                          STATION RECOVERY (2001)
 MF0549
 MF0549'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0549'RECOVERED IN GOOD CONDITION.
 MF0549
 MF0549                          STATION RECOVERY (2004)
 MF0549
 MF0549'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0444 ***********************************************************************
 LC0444  DESIGNATION -  HENDRIX
 LC0444  PID         -  LC0444
 LC0444  STATE/COUNTY-  IL/MCLEAN
 LC0444  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0444
 LC0444                         *CURRENT SURVEY CONTROL
 LC0444  ___________________________________________________________________
 LC0444* NAD 83(1997)-  40 25 47.28382(N)    088 59 19.21807(W)     ADJUSTED  
 LC0444* NAVD 88     -       244.481  (meters)     802.10   (feet)  ADJUSTED  
 LC0444  ___________________________________________________________________
 LC0444  X           -      85,815.732 (meters)                     COMP
 LC0444  Y           -  -4,861,298.288 (meters)                     COMP
 LC0444  Z           -   4,114,567.062 (meters)                     COMP
 LC0444  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 LC0444  ELLIP HEIGHT-         212.40  (meters)          (02/03/05) GPS OBS
 LC0444  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0444  DYNAMIC HT  -         244.365 (meters)     801.72  (feet)  COMP
 LC0444  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 LC0444
 LC0444  HORZ ORDER  -  FIRST
 LC0444  VERT ORDER  -  SECOND    CLASS 0
 LC0444  ELLP ORDER  -  FOURTH    CLASS II
 LC0444
 LC0444.The horizontal coordinates were established by GPS observations
 LC0444.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC0444
 LC0444.The orthometric height was determined by differential leveling
 LC0444.and adjusted by the National Geodetic Survey in June 1991..
 LC0444
 LC0444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0444
 LC0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0444
 LC0444.The ellipsoidal height was determined by GPS observations
 LC0444.and is referenced to NAD 83.
 LC0444
 LC0444.The geoid height was determined by GEOID03.
 LC0444
 LC0444.The dynamic height is computed by dividing the NAVD 88
 LC0444.geopotential number by the normal gravity value computed on the
 LC0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0444.degrees latitude (g = 980.6199 gals.).
 LC0444
 LC0444.The modeled gravity was interpolated from observed gravity values.
 LC0444
 LC0444;                    North         East     Units Scale Factor Converg.
 LC0444;SPC IL E     -   417,929.944   244,391.766   MT  1.00001305   -0 25 30.0
 LC0444;SPC IL E     - 1,371,158.49    801,808.65   sFT  1.00001305   -0 25 30.0
 LC0444;UTM  16      - 4,477,361.652   331,311.209   MT  0.99995028   -1 17 24.0
 LC0444
 LC0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0444!SPC IL E     -   0.99996668  x   1.00001305  =   0.99997973
 LC0444!UTM  16      -   0.99996668  x   0.99995028  =   0.99991696
 LC0444
 LC0444:                Primary Azimuth Mark                     Grid Az
 LC0444:SPC IL E     -  BLOOMINGTON ILL PWR W MICROWAV           002 49 31.4
 LC0444:UTM  16      -  BLOOMINGTON ILL PWR W MICROWAV           003 41 25.4
 LC0444
 LC0444|---------------------------------------------------------------------|
 LC0444| PID    Reference Object                     Distance      Geod. Az  |
 LC0444|                                                           dddmmss.s |
 LC0444| LC1819 BLOOMINGTON ILL PWR W MICROWAV      APPROX. 3.4 KM 0022401.4 |
 LC0444| LC1820 BLOOMINGTON TV STA WBLN MAST        APPROX. 3.6 KM 0205143.7 |
 LC0444| LC0446 HENDRIX RM 3                          3.474 METERS 07758     |
 LC0444| LC0441 HENDRIX AZ MK                                      0932031.2 |
 LC0444| LC0442 HENDRIX AZ MK RESET                                0934538.4 |
 LC0444| LC0443 HENDRIX RM 1                         17.526 METERS 15543     |
 LC0444| LC0447 HENDRIX RM 4                         22.077 METERS 19150     |
 LC0444| LC1821 BLOOMINGTON CO NURSING HOME TK      APPROX. 1.9 KM 2035322.6 |
 LC0444| LC0445 HENDRIX RM 2                         12.333 METERS 26809     |
 LC0444| LC1905 BLOOMINGTON RAD STA WJBC MAST       APPROX. 3.0 KM 3193009.2 |
 LC0444|---------------------------------------------------------------------|
 LC0444
 LC0444                          SUPERSEDED SURVEY CONTROL
 LC0444
 LC0444  ELLIP H (03/04/03)  212.39   (m)                       GP(       ) 4 2
 LC0444  NAD 83(1997)-  40 25 47.28402(N)    088 59 19.21910(W) AD(       ) 2
 LC0444  NAD 83(1986)-  40 25 47.29551(N)    088 59 19.21837(W) AD(       ) 2
 LC0444  NAD 27      -  40 25 47.16470(N)    088 59 18.93950(W) AD(       ) 2
 LC0444  NAVD 88 (03/04/03)  244.48   (m)          802.1    (f) LEVELING    3  
 LC0444  NGVD 29 (??/??/92)  244.541  (m)          802.30   (f) ADJ UNCH    2 0
 LC0444
 LC0444.Superseded values are not recommended for survey control.
 LC0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0444.See file dsdata.txt to determine how the superseded data were derived.
 LC0444
 LC0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3131177362(NAD 83)
 LC0444_MARKER: DS = TRIANGULATION STATION DISK
 LC0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0444_STAMPING: HENDRIX 1959
 LC0444_MARK LOGO: CGS   
 LC0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0444+STABILITY: SURFACE MOTION
 LC0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0444+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC0444
 LC0444  HISTORY     - Date     Condition        Report By
 LC0444  HISTORY     - 1959     MONUMENTED       CGS
 LC0444  HISTORY     - 1959     GOOD             CGS
 LC0444  HISTORY     - 1969     GOOD             CGS
 LC0444  HISTORY     - 1969     GOOD             NGS
 LC0444  HISTORY     - 1970     GOOD             NGS
 LC0444  HISTORY     - 1982     GOOD             NGS
 LC0444  HISTORY     - 19820615 GOOD             NGS
 LC0444  HISTORY     - 200205   GOOD             ASCPC
 LC0444
 LC0444                          STATION DESCRIPTION
 LC0444
 LC0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0444'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF CENTER OF
 LC0444'BLOOMINGTON, 4 MILES EAST-NORTHEAST OF SHIRLEY AND 0.1 MILE EAST OF
 LC0444'U.S. HIGHWAY NO. 51.
 LC0444'
 LC0444'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 51 AND 66
 LC0444'IN THE SOUTH EDGE OF BLOOMINGTON, GO SOUTH ON U.S. HIGHWAY
 LC0444'NO. 51 FOR 2.15 MILES TO T-ROAD LEFT AND COLONIAL MOTEL IN
 LC0444'SOUTHEAST CORNER OF T-ROAD.  TURN LEFT, GO EAST ON SURFACED
 LC0444'ROAD FOR 0.1 MILE TO STATION ON LEFT AS DESCRIBED.
 LC0444'
 LC0444'STATION MARK, A STANDARD DISK STAMPED HENDRIX 1959, IS SET IN
 LC0444'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 7 INCHES.
 LC0444'THE MARK IS 36 FEET NORTH OF CENTER OF ROAD, 2.6 FEET
 LC0444'SOUTH OF FENCE AND 2.3 FEET SOUTH OF WITNESS POST.
 LC0444'
 LC0444'REFERENCE MARK NUMBER 1, IS A STANDARD DISK STAMPED HENDRIX NO.
 LC0444'1 1959, IS SET IN A DRILL HOLE FLUSH ON A CONCRETE CULVERT.
 LC0444'THE MARK IS 16.6 FEET SOUTH OF CENTER OF ROAD AND 16 FEET
 LC0444'NORTH-NORTHWEST OF TELEPHONE POLE.
 LC0444'
 LC0444'REFERENCE MARK NUMBER 2, IS A STANDARD DISK STAMPED HENDRIX NO.
 LC0444'2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS
 LC0444'PROJECTING ABOUT 4 INCHES.  THE MARK IS 34.5 FEET NORTH OF
 LC0444'CENTER OF ROAD AND 4.5 FEET SOUTH OF FENCE.
 LC0444'
 LC0444'AZIMUTH MARK, A STANDARD DISK STAMPED HENDRIX 1959, IS SET
 LC0444'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 LC0444'THE MARK IS 29 FEET SOUTH OF ROAD, 28 FEET WEST OF TELEPHONE
 LC0444'POLE, 2.2 FEET NORTH OF FENCE AND 1.8 FEET NORTH OF WITNESS
 LC0444'POST.
 LC0444'
 LC0444'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON SURFACED
 LC0444'ROAD FOR 0.3 MILE TO MARK ON RIGHT SIDE OF ROAD AS DESCRIBED.
 LC0444
 LC0444                          STATION RECOVERY (1959)
 LC0444
 LC0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC0444'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LC0444'MARK WERE RECOVERED IN GOOD CONDITION.  NO CHECK WAS MADE OF THE
 LC0444'DISTANCES AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 OR THE
 LC0444'AZIMUTH MARK.  THE PREVIOUS DESCRIPTION AND TO REACH ARE
 LC0444'ADEQUATE.
 LC0444
 LC0444                          STATION RECOVERY (1969)
 LC0444
 LC0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 LC0444'THE STATION MARK, STAMPED HENDRIX 1959 IS ABOUT 0.65 MILE EAST
 LC0444'ALONG E. WASHINGTON STREET FROM THE MC LEAN COUNTY COURTHOUSE
 LC0444'AT BLOOMINGTON, THENCE 3.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 LC0444'RAILROAD, THENCE 0.5 MILE WEST ALONG A PAVED ROAD, 36 FEET NORTH
 LC0444'OF THE CENTER LINE OF THE ROAD, 17-1/2 FEET EAST OF A POWER POLE
 LC0444'WHICH IS BRACED BY 3 GUY WIRES, 57.50 FEET NORTHWEST OF R.M.
 LC0444'1, 3 FEET SOUTH OF A FENCE, 2.2 FEET SOUTH OF A METAL WITNESS
 LC0444'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 LC0444'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 LC0444'SURFACE OF THE GROUND.
 LC0444'
 LC0444'R.M. 1, STAMPED HENDRIX NO 1 1959 IS 57.50 FEET SOUTHEAST AND
 LC0444'ACROSS THE ROAD FROM THE STATION MARK, 17 FEET SOUTH OF THE
 LC0444'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE EAST END OF THE
 LC0444'SOUTH CONCRETE HEADWALL OF A 24-INCH TUBULAR CULVERT, AND ABOUT
 LC0444'LEVEL WITH THE ROAD.
 LC0444'
 LC0444'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED THE
 LC0444'MARK WAS EITHER COVERED OR DESTROYED DURING THE ERECTION OF
 LC0444'A NEW POWER POLE NEAR THE DESCRIBED LOCATION OF THE MARK.
 LC0444'
 LC0444'THE AZIMUTH MARK, STAMPED HENDRIX 1959 IS 0.2 MILE WEST ALONG
 LC0444'A PAVED ROAD FROM THE STATION MARK, 28 FEET SOUTH OF THE
 LC0444'CENTER LINE OF THE ROAD, 0.1 MILE EAST OF A MOBILE HOME PARK,
 LC0444'111 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE,
 LC0444'1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 LC0444'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 LC0444'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0444'
 LC0444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.7 MILES
 LC0444'SOUTH
 LC0444
 LC0444                          STATION RECOVERY (1969)
 LC0444
 LC0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0444'4.7 MI S FROM BLOOMINGTON.
 LC0444'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0444'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 3.55 MILES SOUTH ALONG
 LC0444'THE ILLINOIS CENTRAL RAILROAD, THENCE 0.5 MILE WEST ALONG A
 LC0444'PAVED ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 17 1/2
 LC0444'FEET EAST OF A POWER POLE WHICH IS BRACED BY 3 GUY WIRES, 57.50
 LC0444'FEET NORTHWEST OF HENDRIX RM 1, 3 FEET SOUTH OF A FENCE, 2.2
 LC0444'FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 LC0444'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 LC0444'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 21,
 LC0444'T 23 N, R 2 E.
 LC0444
 LC0444                          STATION RECOVERY (1970)
 LC0444
 LC0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LC0444'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LC0444'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 FOUND WITH THE
 LC0444'DISK GONE.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE IN
 LC0444'THE WAY OF ROAD WORK AND WERE DESTROYED AT THE REQUEST OF THE
 LC0444'COUNTY AFTER A REFERENCE MARK 3, 4 AND NEW AZIMUTH MARK WERE
 LC0444'SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 LC0444'THE DIRECTION TO REFERENCE MARK 2 COULD NOT BE CHECKED DUE
 LC0444'TO THE MARK BEING DESTROYED.  THE DIRECTION TO THE WATER TANK
 LC0444'WAS FOUND TO BE IN ERROR BY 14.2 SECONDS.
 LC0444'
 LC0444'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF SHIRLEY,
 LC0444'36 FEET NORTH OF THE CENTERLINE OF PAVED ROAD, 1 FOOT EAST
 LC0444'OF A METAL WITNESS POST AND 1 FOOT WEST OF A METAL WITNESS
 LC0444'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LC0444'HENDRIX 1959.
 LC0444'
 LC0444'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LC0444'74 AND U.S. HIGHWAY 51 AT THE SOUTHEAST EDGE OF BLOOMINGTON,
 LC0444'GO SOUTH ON HIGHWAY 51 FOR 0.4 MILE TO A SIDE ROAD LEFT AT
 LC0444'THE COLONIAL MOTEL.  TURN LEFT AND GO EAST ON PAVED ROAD FOR
 LC0444'0.1 MILE TO THE STATION ON THE LEFT.  CONTINUE EAST ON THE PAVED
 LC0444'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LC0444'
 LC0444'REFERENCE MARK 3 IS 39 FEET NORTH OF THE CENTERLINE OF THE
 LC0444'ROAD, 1 FOOT SOUTH OF A FENCE AND 1 FOOT EAST OF A METAL
 LC0444'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 LC0444'HENDRIX 1959 NO 3 1970.
 LC0444'
 LC0444'REFERENCE MARK 4 IS 36 FEET SOUTH OF THE CENTERLINE OF THE
 LC0444'ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND AT THE WEST
 LC0444'EDGE OF A TRAILER PARK.  THE MONUMENT IS FLUSH AND THE DISK IS
 LC0444'STAMPED HENDRIX 1959 NO 4 1970.
 LC0444'
 LC0444'THE AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTERLINE OF THE
 LC0444'ROAD, 1 FOOT NORTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS
 LC0444'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LC0444'HENDRIX 1959 1970.
 LC0444'
 LC0444'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC0444'
 LC0444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 LC0444'MILES SOUTH OF BLOOMINGTON
 LC0444
 LC0444                          STATION RECOVERY (1982)
 LC0444
 LC0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LC0444'RECOVERED IN GOOD CONDITION.
 LC0444
 LC0444                          STATION RECOVERY (1982)
 LC0444
 LC0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LC0444'THE STATION MARK, AZ MK AND RM 3 WERE RECOVERED IN GOOD CONDITION. RM
 LC0444'4 WAS RECOVERED LEANING TO THE E BUT SOLID IN THE GROUND AND WAS LEFT
 LC0444'INTACT.  A NEW RM 5 WAS ESTABLISHED AT THIS TIME.  A NEW DISTANCE AND
 LC0444'DIRECTION WAS ESTABLISHED TO RM 4.  THE DESCRIPTION TO THE STATION IS
 LC0444'STILL ADEQUATE EXCEPT THE MOTEL MENTIONED IN THE 1970 DESCRIPTION IS
 LC0444'NO LONGER THERE.  THE STATION IS A STANDARD CGS DISK STAMPED---HENDRIX
 LC0444'1959---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (37
 LC0444'CM) IN DIAMETER, PROJECTING 8 INCHES (24 CM) ABOVE THE GROUND.  THE
 LC0444'STATION IS LOCATED 36.5 FT (11.1 M) N FROM THE APPROXIMATE CENTER,
 LC0444'18.0 FT (5.5 M) E FROM A UTILITY POLE, 5.6 FT (1.7 M) S FROM AM E-W
 LC0444'FENCE, 4.0 FT (1.2 M) S FROM A METAL WITNESS POST, AND 1.0 FT (0.3 M)
 LC0444'W FROM A METAL WITNESS POST.  RM ON 3, IS A STANDARD CGS DISK
 LC0444'STAMPED---HENDRIX 1959 NO 3 1970---, SET INTO THE TOP OF A ROUND
 LC0444'CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER, PROJECTING 2 INCHES
 LC0444'(6 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 38.0 FT (11.6 M) N
 LC0444'FROM THE APPROXIMATE CENTER, 29.0 FT (8.8 M) E FROM THE UTILITY POLE,
 LC0444'2.6 FT (0.8 M) S FROM THE E-W FENCE AND 1.0 FT (0.3 M) E FROM A METAL
 LC0444'WITNESS POST, AND LEVEL WITH THE STATION. RM NO 4, IS A STANDARD CGS
 LC0444'DISK STAMPED---HENDRIX 1959 NO 4 1970---, SET INTO THE TOP OF A ROUND
 LC0444'CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES
 LC0444'(12 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 36.0 FT (11.0 M) S
 LC0444'FROM THE APPROXIMATE CENTER, 51.6 FT (15.7 M) E FROM THE APPROXIMATE
 LC0444'CENTER OF AN ENTRANCE ROAD TO A PARKING AREA, 64.0 FT (19.5 M) NNW
 LC0444'FROM THE NW CORNER OF A MIBILE HOME AND 42.0 FT (12.8 M) WSW FROM A 36
 LC0444'INCH PIPE CULVERT.  NOTE, MARK LEANING TO THE EAST.  RM NO 5, IS A
 LC0444'STANDARD NGS DISK STAMPED---HENDRIX 1959 NO 5 1982---, SET INTO THE
 LC0444'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (37 CM) IN DIAMETER.  THE
 LC0444'STATION IS LOCATED 39.0 FT (11.9 M) N FROM THE APPROXIMATE CENTER,
 LC0444'14.6 FT (4.5 M) W FROM A METAL WITNESS POST, 5.6 FT (1.7 M) E FROM A
 LC0444'UTILITY POLE, 2.6 FT (0.8 M) S FROM AN E-W FENCE LINE, AND LEVEL WITH
 LC0444'THE STATION.  AZ MK NO 2, IS A STANDARD CGS DISK STAMPED---HENDRIX
 LC0444'1959 1970---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 LC0444'(30 CM) IN DIAMETER, PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.
 LC0444'THE STATION IS LOCATED 39.0 FT (11.9 M) S FROM THE APPROXIMATE CENTER
 LC0444'OF A PAVED ROAD, 130.0 FT (39.6 M) W FROM THE APPROXIMATE CENTER OF A
 LC0444'FIELD ENTRANCE ROAD AND 1.0 FT (0.3 M) W FROM A METAL WITNESS POST
 LC0444'WITH SIGN.
 LC0444
 LC0444                          STATION RECOVERY (2002)
 LC0444
 LC0444'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0444'RECOVERED AS DESCRIBED
 LC0444' 
 LC0444'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0442 ***********************************************************************
 LC0442  DESIGNATION -  HENDRIX AZ MK RESET
 LC0442  PID         -  LC0442
 LC0442  STATE/COUNTY-  IL/MCLEAN
 LC0442  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0442
 LC0442                         *CURRENT SURVEY CONTROL
 LC0442  ___________________________________________________________________
 LC0442* NAD 83(1986)-  40 25 46.     (N)    088 58 57.     (W)     SCALED    
 LC0442* NAVD 88     -       248.85   (meters)     816.4    (feet)  RESET     
 LC0442  ___________________________________________________________________
 LC0442  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0442
 LC0442  VERT ORDER  -  THIRD
 LC0442
 LC0442.The horizontal coordinates were scaled from a topographic map and have
 LC0442.an estimated accuracy of +/- 6 seconds.
 LC0442
 LC0442.The orthometric height was computed from unverified reset data.
 LC0442
 LC0442.The geoid height was determined by GEOID03.
 LC0442
 LC0442;                    North         East    Units  Estimated Accuracy
 LC0442;SPC IL E     -   417,890.      244,920.      MT  (+/- 180 meters Scaled)
 LC0442
 LC0442                          SUPERSEDED SURVEY CONTROL
 LC0442
 LC0442.No superseded survey control is available for this station.
 LC0442
 LC0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK318773(NAD 83)
 LC0442_MARKER: DZ = AZIMUTH MARK DISK
 LC0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0442_STAMPING: HENDRIX 1959 1970
 LC0442_MARK LOGO: NGS   
 LC0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0442+STABILITY: SURFACE MOTION
 LC0442
 LC0442  HISTORY     - Date     Condition        Report By
 LC0442  HISTORY     - 1970     MONUMENTED       NGS
 LC0442  HISTORY     - 19820615 GOOD             NGS
 LC0442
 LC0442                          STATION DESCRIPTION
 LC0442
 LC0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LC0442'2 MI S FROM BLOOMINGTON.
 LC0442'2.05 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION WITH
 LC0442'U.S. HIGHWAY 66 AT BLOOMINGTON, THENCE 0.4 MILE EAST ALONG PAVED
 LC0442'ROAD TO THE MARK ON THE RIGHT, 39 FEET SOUTH OF THE CENTERLINE
 LC0442'OF THE ROAD, 1 FOOT NORTH OF A FENCE AND 1 FOOT WEST OF A METAL
 LC0442'WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 LC0442'3 INCHES.
 LC0442
 LC0442                          STATION RECOVERY (1982)
 LC0442
 LC0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LC0442'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NE OF SHIRLEY, 3-1/2
 LC0442'MILES S OF BLOOMINGTON AND 0.4 MIL E OF U.S. HWY 51 AND ON HWY
 LC0442'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LC0442'HWY 74 AND U.S HWY 51 AT THE SE EDGE OF BLOOMINGTON, GO S ON HWY 51
 LC0442'FOR 0.4 MILE (0.6 KM) TO A SIDE ROAD LEFT.  TURN LEFT AND GO E FOR 0.4
 LC0442'MILE (0.6 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.  A TRAVERSE
 LC0442'CONNECTION WAS MADE TO TRIANGULATION STATION HENDRIX 1959 USING
 LC0442'ELECTRONIC.  DISTANCE MEASURING EQUIPMENT.  THE STATION IS A STANDARD
 LC0442'CGS AZ MK DISK STAMPED---HENDRIX 1959 1970---, SET IN THE TOP OF A
 LC0442'ROUND CONCRETE MONUMENT 10 INCHES (30 CM) IN DIAMETER, PROJECTING 4
 LC0442'INCHES (12 CM) ABOVE THE GROUND.  LOCATED 130 FT (39.6 M) W FROM THE
 LC0442'APPRXIMATE CENTER OF A FIELD ENTRANCE ROAD, 39 FT (11.9 M) S FROM THE
 LC0442'APPROXIMAATE CENTER OF A PAVED ROAD AND 1 FOOT (0.3 M) W FROM A METAL
 LC0442'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0443 ***********************************************************************
 LC0443  DESIGNATION -  HENDRIX RM 1
 LC0443  PID         -  LC0443
 LC0443  STATE/COUNTY-  IL/MCLEAN
 LC0443  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0443
 LC0443                         *CURRENT SURVEY CONTROL
 LC0443  ___________________________________________________________________
 LC0443* NAD 83(1986)-  40 25 47.     (N)    088 59 18.     (W)     SCALED    
 LC0443* NAVD 88     -       243.880  (meters)     800.13   (feet)  ADJUSTED  
 LC0443  ___________________________________________________________________
 LC0443  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0443  DYNAMIC HT  -         243.764 (meters)     799.75  (feet)  COMP
 LC0443  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 LC0443
 LC0443  VERT ORDER  -  SECOND    CLASS 0
 LC0443
 LC0443.The horizontal coordinates were scaled from a topographic map and have
 LC0443.an estimated accuracy of +/- 6 seconds.
 LC0443
 LC0443.The orthometric height was determined by differential leveling
 LC0443.and adjusted by the National Geodetic Survey in June 1991..
 LC0443
 LC0443.The geoid height was determined by GEOID03.
 LC0443
 LC0443.The dynamic height is computed by dividing the NAVD 88
 LC0443.geopotential number by the normal gravity value computed on the
 LC0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0443.degrees latitude (g = 980.6199 gals.).
 LC0443
 LC0443.The modeled gravity was interpolated from observed gravity values.
 LC0443
 LC0443;                    North         East    Units  Estimated Accuracy
 LC0443;SPC IL E     -   417,920.      244,420.      MT  (+/- 180 meters Scaled)
 LC0443
 LC0443                          SUPERSEDED SURVEY CONTROL
 LC0443
 LC0443  NGVD 29 (??/??/92)  243.940  (m)          800.33   (f) ADJ UNCH    2 0
 LC0443
 LC0443.Superseded values are not recommended for survey control.
 LC0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0443.See file dsdata.txt to determine how the superseded data were derived.
 LC0443
 LC0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK313773(NAD 83)
 LC0443_MARKER: DR = REFERENCE MARK DISK
 LC0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0443_SP_SET: CULVERT
 LC0443_STAMPING: HENDRIX NO 1 1959
 LC0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0443
 LC0443  HISTORY     - Date     Condition        Report By
 LC0443  HISTORY     - 1959     MONUMENTED       CGS
 LC0443  HISTORY     - 1969     GOOD             NGS
 LC0443
 LC0443                          STATION DESCRIPTION
 LC0443
 LC0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0443'4.7 MI S FROM BLOOMINGTON.
 LC0443'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0443'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 3.55 MILES SOUTH ALONG
 LC0443'THE ILLINOIS CENTRAL RAILROAD, THENCE 0.5 MILE WEST ALONG A
 LC0443'PAVED ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET
 LC0443'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 LC0443'24-INCH TUBULAR CULVERT, 57.50 FEET SOUTHEAST AND ACROSS THE
 LC0443'ROAD FROM TRIANGULATION STATION HENDRIX 1959, AND ABOUT LEVEL
 LC0443'WITH THE ROAD.  SEC 28, T 23 N, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0446 ***********************************************************************
 LC0446  DESIGNATION -  HENDRIX RM 3
 LC0446  PID         -  LC0446
 LC0446  STATE/COUNTY-  IL/MCLEAN
 LC0446  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0446
 LC0446                         *CURRENT SURVEY CONTROL
 LC0446  ___________________________________________________________________
 LC0446* NAD 83(1986)-  40 25 47.     (N)    088 59 18.     (W)     SCALED    
 LC0446* NAVD 88     -       244.47   (meters)     802.1    (feet)  RESET     
 LC0446  ___________________________________________________________________
 LC0446  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0446
 LC0446  VERT ORDER  -  THIRD
 LC0446
 LC0446.The horizontal coordinates were scaled from a topographic map and have
 LC0446.an estimated accuracy of +/- 6 seconds.
 LC0446
 LC0446.The orthometric height was computed from unverified reset data.
 LC0446.No vertical observational check was made to the station.
 LC0446
 LC0446.The geoid height was determined by GEOID03.
 LC0446
 LC0446;                    North         East    Units  Estimated Accuracy
 LC0446;SPC IL E     -   417,920.      244,420.      MT  (+/- 180 meters Scaled)
 LC0446
 LC0446                          SUPERSEDED SURVEY CONTROL
 LC0446
 LC0446  NGVD 29 (??/??/??)  244.53   (m)          802.3    (f) RESET       3  
 LC0446
 LC0446.Superseded values are not recommended for survey control.
 LC0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0446.See file dsdata.txt to determine how the superseded data were derived.
 LC0446
 LC0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK313773(NAD 83)
 LC0446_MARKER: DR = REFERENCE MARK DISK
 LC0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0446_STAMPING: HENDRIX 1959 NO 3 1970
 LC0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0446+STABILITY: SURFACE MOTION
 LC0446
 LC0446  HISTORY     - Date     Condition        Report By
 LC0446  HISTORY     - 1970     MONUMENTED       NGS
 LC0446
 LC0446                          STATION DESCRIPTION
 LC0446
 LC0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LC0446'2 MI S FROM BLOOMINGTON.
 LC0446'2.05 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION WITH
 LC0446'U.S. HIGHWAY 55 AT BLOOMINGTON, THENCE EAST ALONG PAVED ROAD
 LC0446'FOR 0.1 MILE, 39 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 LC0446'SOUTH OF A FENCE AND 1 FOOT EAST OF A METAL WITNESS POST, SET
 LC0446'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0447 ***********************************************************************
 LC0447  DESIGNATION -  HENDRIX RM 4
 LC0447  PID         -  LC0447
 LC0447  STATE/COUNTY-  IL/MCLEAN
 LC0447  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0447
 LC0447                         *CURRENT SURVEY CONTROL
 LC0447  ___________________________________________________________________
 LC0447* NAD 83(1986)-  40 25 47.     (N)    088 59 18.     (W)     SCALED    
 LC0447* NAVD 88     -       243.31   (meters)     798.3    (feet)  RESET     
 LC0447  ___________________________________________________________________
 LC0447  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0447
 LC0447  VERT ORDER  -  THIRD
 LC0447
 LC0447.The horizontal coordinates were scaled from a topographic map and have
 LC0447.an estimated accuracy of +/- 6 seconds.
 LC0447
 LC0447.The orthometric height was computed from unverified reset data.
 LC0447.No vertical observational check was made to the station.
 LC0447
 LC0447.The geoid height was determined by GEOID03.
 LC0447
 LC0447;                    North         East    Units  Estimated Accuracy
 LC0447;SPC IL E     -   417,920.      244,420.      MT  (+/- 180 meters Scaled)
 LC0447
 LC0447                          SUPERSEDED SURVEY CONTROL
 LC0447
 LC0447  NGVD 29 (??/??/??)  243.37   (m)          798.5    (f) RESET       3  
 LC0447
 LC0447.Superseded values are not recommended for survey control.
 LC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0447.See file dsdata.txt to determine how the superseded data were derived.
 LC0447
 LC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK313773(NAD 83)
 LC0447_MARKER: DR = REFERENCE MARK DISK
 LC0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0447_STAMPING: HENDRIX 1959 NO 4 1970
 LC0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0447+STABILITY: SURFACE MOTION
 LC0447
 LC0447  HISTORY     - Date     Condition        Report By
 LC0447  HISTORY     - 1970     MONUMENTED       NGS
 LC0447
 LC0447                          STATION DESCRIPTION
 LC0447
 LC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LC0447'2 MI S FROM BLOOMINGTON.
 LC0447'2.05 MILES SOUTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION WITH
 LC0447'U.S. HIGHWAY 66 AT BLOOMINGTON, THENCE EAST ALONG PAVED ROAD
 LC0447'FRO 0.1 MILE TO MARK ON THE RIGHT, 36 FEET SOUTH OF THE
 LC0447'CENTERLINE OF THE ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND
 LC0447'AT THE WEST EDGE OF A TRAILER PARK, SET IN THE TOP OF A ROUND
 LC0447'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0336 ***********************************************************************
 KB0336  CBN         -  This is a Cooperative Base Network Control Station.
 KB0336  DESIGNATION -  HENRY
 KB0336  PID         -  KB0336
 KB0336  STATE/COUNTY-  IL/SHELBY
 KB0336  USGS QUAD   -  NEOGA (1984)
 KB0336
 KB0336                         *CURRENT SURVEY CONTROL
 KB0336  ___________________________________________________________________
 KB0336* NAD 83(1997)-  39 15 10.23727(N)    088 29 01.41214(W)     ADJUSTED  
 KB0336* NAVD 88     -       197.136  (meters)     646.77   (feet)  ADJUSTED  
 KB0336  ___________________________________________________________________
 KB0336  X           -     130,868.743 (meters)                     COMP
 KB0336  Y           -  -4,944,010.198 (meters)                     COMP
 KB0336  Z           -   4,014,197.043 (meters)                     COMP
 KB0336  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 KB0336  ELLIP HEIGHT-         165.07  (meters)          (10/15/04) GPS OBS
 KB0336  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0336  DYNAMIC HT  -         197.019 (meters)     646.39  (feet)  COMP
 KB0336  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 KB0336
 KB0336  HORZ ORDER  -  B
 KB0336  VERT ORDER  -  SECOND    CLASS 0
 KB0336  ELLP ORDER  -  FOURTH    CLASS II
 KB0336
 KB0336.The horizontal coordinates were established by GPS observations
 KB0336.and adjusted by the National Geodetic Survey in July 1998..
 KB0336
 KB0336.The orthometric height was determined by differential leveling
 KB0336.and adjusted by the National Geodetic Survey in June 1991..
 KB0336
 KB0336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0336
 KB0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0336
 KB0336.The ellipsoidal height was determined by GPS observations
 KB0336.and is referenced to NAD 83.
 KB0336
 KB0336.The geoid height was determined by GEOID03.
 KB0336
 KB0336.The dynamic height is computed by dividing the NAVD 88
 KB0336.geopotential number by the normal gravity value computed on the
 KB0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0336.degrees latitude (g = 980.6199 gals.).
 KB0336
 KB0336.The modeled gravity was interpolated from observed gravity values.
 KB0336
 KB0336;                    North         East     Units Scale Factor Converg.
 KB0336;SPC IL E     -   287,058.295   287,018.875   MT  0.99997707   -0 05 42.6
 KB0336;SPC IL E     -   941,790.42    941,661.09   sFT  0.99997707   -0 05 42.6
 KB0336;UTM  16      - 4,345,884.515   371,977.230   MT  0.99980180   -0 56 20.2
 KB0336
 KB0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0336!SPC IL E     -   0.99997410  x   0.99997707  =   0.99995117
 KB0336!UTM  16      -   0.99997410  x   0.99980180  =   0.99977591
 KB0336
 KB0336|---------------------------------------------------------------------|
 KB0336| PID    Reference Object                     Distance      Geod. Az  |
 KB0336|                                                           dddmmss.s |
 KB0336| KB0335 HENRY RM 1                           15.664 METERS 01946     |
 KB0336| KB1198 SIGEL ST MICHAEL CATH CH SPIRE      APPROX. 2.9 KM 1932724.7 |
 KB0336| KB1200 SIGEL MUNICIPAL TANK                APPROX. 3.2 KM 1940722.6 |
 KB0336| KB0337 HENRY RM 2                           16.578 METERS 20021     |
 KB0336|---------------------------------------------------------------------|
 KB0336
 KB0336                          SUPERSEDED SURVEY CONTROL
 KB0336
 KB0336  ELLIP H (07/17/98)  165.08   (m)                       GP(       ) 4 1
 KB0336  NAD 83(1986)-  39 15 10.25054(N)    088 29 01.40776(W) AD(       ) 2
 KB0336  NAD 27      -  39 15 10.11190(N)    088 29 01.23480(W) AD(       ) 2
 KB0336  NAVD 88 (07/17/98)  197.14   (m)          646.8    (f) LEVELING    3  
 KB0336  NGVD 29 (??/??/92)  197.214  (m)          647.03   (f) ADJ UNCH    2 0
 KB0336
 KB0336.Superseded values are not recommended for survey control.
 KB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0336.See file dsdata.txt to determine how the superseded data were derived.
 KB0336
 KB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7197745885(NAD 83)
 KB0336_MARKER: DS = TRIANGULATION STATION DISK
 KB0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0336_SP_SET: CONCRETE POST
 KB0336_STAMPING: HENRY 1959
 KB0336_MARK LOGO: CGS   
 KB0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0336+STABILITY: SURFACE MOTION
 KB0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0336+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 KB0336
 KB0336  HISTORY     - Date     Condition        Report By
 KB0336  HISTORY     - 1959     MONUMENTED       CGS
 KB0336  HISTORY     - 1959     GOOD             CGS
 KB0336  HISTORY     - 1973     GOOD             NGS
 KB0336  HISTORY     - 19901012 GOOD             NGS
 KB0336  HISTORY     - 19970320 GOOD             NGS
 KB0336  HISTORY     - 19990927 GOOD             ILDT
 KB0336  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0336  HISTORY     - 20041028 GOOD             ILDT
 KB0336  HISTORY     - 20041119 GOOD             ILDT
 KB0336
 KB0336                          STATION DESCRIPTION
 KB0336
 KB0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0336'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF NEOGA AND
 KB0336'1.85 MILES NORTH-NORTHEAST OF SIGEL.
 KB0336'
 KB0336'TO REACH THE STATION FROM THE POST OFFICE IN SIGEL, GO NORTHERLY ON
 KB0336'U.S. HIGHWAY 45 FOR 1.85 MILES TO THE STATION ON LEFT AS
 KB0336'DESCRIBED.
 KB0336'
 KB0336'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A 12 X12
 KB0336'INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED HENRY
 KB0336'1959. IT IS 57.6 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 KB0336'45, 53.6 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 9 FEET
 KB0336'EAST OF TELEPHONE POLE AND 8.4 FEET EAST OF WITNESS POST.
 KB0336'
 KB0336'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB0336'A 12 X 12 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED
 KB0336'HENRY NO 1 1959. IT IS 57.6 FEET WEST OF THE APPROXIMATE CENTER OF
 KB0336'U.S. HIGHWAY 45, 53.6 FEET EAST OF THE EAST RAIL OF RAILROAD
 KB0336'TRACKS, 53.6 FEET NORTH-NORTHEAST OF TELEPHONE POLE AND 53.0 FEET
 KB0336'NORTH-NORTH-EAST OF WITNESS POST.
 KB0336'
 KB0336'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK SET IN TOP OF 12 X
 KB0336'12 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED HENRY NO
 KB0336'2 1959. IT IS 57.6 FEET WEST OF THE APPROXIMATE CENTER OF U.S.
 KB0336'HIGHWAY 45, 53.6 FEET EAST OF THE EAST RAIL OF RAILROAD
 KB0336'TRACKS,54.2 FEET SOUTH-SOUTHEAST OF WITNESS POST AND 54 FEET
 KB0336'SOUTH-SOUTHEAST OF TELEPHONE POLE.
 KB0336'
 KB0336'NO AZIMUTH MARK WAS ESTABLISHED.
 KB0336'
 KB0336'HEIGHT OF LIGHT ABOVE STATION MARK 3.05 METERS.
 KB0336
 KB0336                          STATION RECOVERY (1959)
 KB0336
 KB0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0336'1.9 MI N FROM SIGEL.
 KB0336'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0336'AT SIGEL, 57 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 54
 KB0336'FEET EAST OF THE EASTMOST RAIL OF THE ILLINOIS CENTRAL RAILROAD
 KB0336'TRACK, 9 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 289 1/2 FEET
 KB0336'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM A FENCE CORNER EAST
 KB0336'OF THE HIGHWAY, 8.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST,
 KB0336'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 KB0336'OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB0336
 KB0336                          STATION RECOVERY (1973)
 KB0336
 KB0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0336'RECOVERED IN GOOD CONDITION.
 KB0336
 KB0336                          STATION RECOVERY (1990)
 KB0336
 KB0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KB0336'STATION MARK RECOVERED IN GOOD CONDITION. OTHER MARKS NOT SEARCHED
 KB0336'FOR.  STATION IS ALSO A BENCH MARK.  STATION IS LOCATED ABOUT 15 KM
 KB0336'(9.3 MI) NORTH-NORTHEAST OF EFFINGHAM, 8 KM (5.0 MI) SOUTH-SOUTHWEST
 KB0336'OF NEOGA, IN A WIDE, HEAVILY WEEDED STRIP BETWEEN US HIGHWAY 45 AND A
 KB0336'RAILROAD TRACK, IN THE NORTHWEST 1/4 OF SECTION 1, T 9 N, R 6 E, ON
 KB0336'THE APPROXIMATE RIGHT-OF-WAY LINE BETWEEN THE TRACK AND HIGHWAY.
 KB0336'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 KB0336'TO REACH FROM THE JUNCTION OF US HIGHWAY 45 AND SIXTH STREET (AT
 KB0336'BLINKER LIGHT) IN NEOGA, GO SOUTHERLY ON HIGHWAY 45 FOR 4.62 KM
 KB0336'(2.87 MI) TO THE SHELBY-CUMBERLAND COUNTY LINE.  CONTINUE AHEAD FOR
 KB0336'2.57 KM (1.60 MI) TO A CROSSROAD AT A GAS REGULATOR STATION ON THE
 KB0336'LEFT. CONTINUE AHEAD FOR 0.31 KM (0.19 MI) TO RAILROAD SIGNAL BOX
 KB0336'189.1 ON THE RIGHT. CONTINUE AHEAD FOR 0.36 KM (0.22 MI) TO THE
 KB0336'STATION ON THE RIGHT.
 KB0336'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 KB0336'PROJECTING 1 CM.  IT IS 17.6 M (57.7 FT) NORTHWEST OF, AND 0.5 M
 KB0336'(1.6 FT) HIGHER THAN THE HIGHWAY CENTER, 17.6 M (57.7 FT) SOUTHEAST
 KB0336'OF SOUTHEAST RAIL OF TRACK, 2.6 M (8.5 FT) SOUTHEAST OF A BLAZED
 KB0336'UTILITY POLE AND METAL WITNESS POST, AND 0.4 M (1.3 FT) NORTHEAST OF
 KB0336'A FIBERGLASS WITNESS POST.
 KB0336
 KB0336                          STATION RECOVERY (1997)
 KB0336
 KB0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB0336'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH-SOUTHWEST OF NIOGA.
 KB0336'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND SIXTH STREET AT
 KB0336'BLINKER LIGHT IN NIOGA, GO SOUTH ON HIGHWAY 45 FOR 2.9 MI (4.7 KM) TO
 KB0336'THE SHELBY-CUMBERLAND COUNTY LINE.  CONTINUE AHEAD FOR 1.6 MI (2.6 KM)
 KB0336'TO A CROSSROAD AT A GAS REGULATOR STATION ON THE LEFT. CONTINUE AHEAD
 KB0336'FOR 0.2 MI (0.3 KM) TO RAILROAD SIGNAL BOX NUMBER 189.1 ON THE RIGHT.
 KB0336'CONTINUE AHEAD FOR 0.22 MI (0.35 KM) TO THE STATION ON THE RIGHT.  IT
 KB0336'IS 17.6 M (57.7 FT) NORTHWEST OF AND 0.5 M (1.6 FT) HIGHER THAN THE
 KB0336'CENTER OF THE HIGHWAY, 21.1 M (69.2 FT) SOUTHEAST OF THE SOUTHEAST
 KB0336'RAIL OF A RAILROAD TRACK, 2.6 M (8.5 FT) SOUTHEAST OF A METAL WITNESS
 KB0336'POST, AND 0.5 M (1.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 KB0336
 KB0336                          STATION RECOVERY (1999)
 KB0336
 KB0336'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 KB0336'RECOVERED AS DESCRIBED
 KB0336'
 KB0336
 KB0336                          STATION RECOVERY (2000)
 KB0336
 KB0336'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0336'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0336'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE STATION IS LOCATED
 KB0336'ABOUT 5 MI (8.0 KM) SOUTH-SOUTHWEST OF NEOGA.TO REACH FROM THE
 KB0336'INTERSECTION OF  U.S. ROUTE 45 AND SIXTH STREET  IN NEOGA, GO SOUTH
 KB0336'ON U.S. ROUTE 45 FOR 2.9 MI (4.7 KM) TO THE SHELBY-CUMBERLAND COUNTY
 KB0336'LINE.  CONTINUE AHEAD FOR 1.6 MI (2.6 KM )TO A CROSSROAD AT A GAS
 KB0336'REGULATOR STATION ON THE LEFT. CONTINUE AHEAD FOR 0.2 MI (0.3 KM) TO
 KB0336'RAILROAD SIGNAL BOX NUMBER 189.1 ON THE RIGHT. CONTINUE AHEAD FOR
 KB0336'0.22 MI (0.35 KM) TO THE STATION ON THE RIGHT.  IT IS 57.7 FEET (17.6
 KB0336'METERS) NORTHWEST OF THE CENTERLINE OF U.S. ROUTE 45, 69.2 FT (21.1
 KB0336'METERS) SOUTHEAST OF THE SOUTHEAST RAIL OF ILLINOIS CENTRAL GULF
 KB0336'RAILROAD TRACK, 2.6 M (8.0 FEET (2.45 METERS)  SOUTHEAST OF A METAL
 KB0336'WITNESS POST, AND 1.0 FEET (0.3 METERS)  NORTHEAST OF A FIBERGLASS
 KB0336'WITNESS POST.
 KB0336'
 KB0336
 KB0336                          STATION RECOVERY (2004)
 KB0336
 KB0336'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (CW)
 KB0336'RECOVERED AS DESCRIBED
 KB0336
 KB0336                          STATION RECOVERY (2004)
 KB0336
 KB0336'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1211 ***********************************************************************
 MF1211  DESIGNATION -  HENRY
 MF1211  PID         -  MF1211
 MF1211  STATE/COUNTY-  IL/OGLE
 MF1211  USGS QUAD   -  ROCHELLE (1993)
 MF1211
 MF1211                         *CURRENT SURVEY CONTROL
 MF1211  ___________________________________________________________________
 MF1211* NAD 83(1997)-  41 54 22.43606(N)    089 02 46.65047(W)     ADJUSTED  
 MF1211* NAVD 88     -       242.499  (meters)     795.60   (feet)  POSTED    
 MF1211  ___________________________________________________________________
 MF1211  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 MF1211  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1211  DYNAMIC HT  -         242.410 (meters)     795.31  (feet)  COMP
 MF1211  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 MF1211
 MF1211  HORZ ORDER  -  SECOND
 MF1211  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MF1211
 MF1211.The horizontal coordinates were established by classical geodetic methods
 MF1211.and adjusted by the National Geodetic Survey in October 1999..
 MF1211
 MF1211.The orthometric height was determined by differential leveling
 MF1211.and adjusted by the National Geodetic Survey in 1992..
 MF1211.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MF1211.rate of 0.0 thru 1.0 mm/km.
 MF1211
 MF1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1211
 MF1211.The geoid height was determined by GEOID03.
 MF1211
 MF1211.The dynamic height is computed by dividing the NAVD 88
 MF1211.geopotential number by the normal gravity value computed on the
 MF1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1211.degrees latitude (g = 980.6199 gals.).
 MF1211
 MF1211.The modeled gravity was interpolated from observed gravity values.
 MF1211
 MF1211;                    North         East     Units Scale Factor Converg.
 MF1211;SPC IL W     -   582,275.250   792,955.243   MT  1.00004746   +0 44 54.1
 MF1211;SPC IL W     - 1,910,348.05  2,601,553.99   sFT  1.00004746   +0 44 54.1
 MF1211;SPC IL E     -   581,933.690   240,845.520   MT  1.00001804   -0 28 34.4
 MF1211;SPC IL E     - 1,909,227.45    790,174.01   sFT  1.00001804   -0 28 34.4
 MF1211;UTM  16      - 4,641,390.127   330,278.455   MT  0.99995447   -1 22 01.5
 MF1211
 MF1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1211!SPC IL W     -   0.99996714  x   1.00004746  =   1.00001460
 MF1211!SPC IL E     -   0.99996714  x   1.00001804  =   0.99998518
 MF1211!UTM  16      -   0.99996714  x   0.99995447  =   0.99992161
 MF1211
 MF1211|---------------------------------------------------------------------|
 MF1211| PID    Reference Object                     Distance      Geod. Az  |
 MF1211|                                                           dddmmss.s |
 MF1211| MF0545 HENRY RM                             10.460 METERS 05420     |
 MF1211| MF1215 IROQUOIS                            APPROX. 1.0 KM 1611826.4 |
 MF1211|---------------------------------------------------------------------|
 MF1211
 MF1211                          SUPERSEDED SURVEY CONTROL
 MF1211
 MF1211  NAD 83(1997)-  41 54 22.43687(N)    089 02 46.65295(W) AD(       ) 2
 MF1211  NAD 83(1986)-  41 54 22.43593(N)    089 02 46.65627(W) AD(       ) 2
 MF1211  NAD 27      -  41 54 22.33110(N)    089 02 46.31540(W) AD(       ) 2
 MF1211  NGVD 29 (07/19/86)  242.70   (m)          796.3    (f) LEVELING    3  
 MF1211
 MF1211.Superseded values are not recommended for survey control.
 MF1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1211.See file dsdata.txt to determine how the superseded data were derived.
 MF1211
 MF1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3027841390(NAD 83)
 MF1211_MARKER: DS = TRIANGULATION STATION DISK
 MF1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1211_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1211+STABILITY: SURFACE MOTION
 MF1211
 MF1211  HISTORY     - Date     Condition        Report By
 MF1211  HISTORY     - 1920     MONUMENTED       CGS
 MF1211  HISTORY     - 1954     SEE DESCRIPTION  CGS
 MF1211  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF1211  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF1211  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF1211
 MF1211                          STATION DESCRIPTION
 MF1211
 MF1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1211'STATION IS ABOUT 1-1/2 MILES S OF ROCHELLE, ON THE E SIDE
 MF1211'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 1/2 MILE
 MF1211'S OF A COALING STATION, 200 YARDS N OF A SEMAPHORE SIGNAL,
 MF1211'AND 4.27 METERS (14.01 FEET) E OF THE E AND NEAREST RAIL OF
 MF1211'THE E TRACK.  THE SURFACE, UNDERGROUND, AND REFERENCE MARKS
 MF1211'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MF1211'THE REFERENCE MARK IS ON THE SAME SIDE
 MF1211'OF THE TRACK, NEAR THE FENCE LINE, 10.46 METERS (34.32 FEET)
 MF1211'FROM THE STATION, N 54 DEG 20 MIN E.
 MF1211
 MF1211                          STATION RECOVERY (1954)
 MF1211
 MF1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1211'THIS TRAVERSE STATION WAS PROBABLY LOST WHEN THE RIGHT-OF-WAY
 MF1211'OF THE RAILROAD WAS GRADED FROM FENCE TO FENCE IN 1946.  ONE
 MF1211'HOUR WAS SPENT SEARCHING FOR THIS MARK WITHOUT RESULTS.  THE
 MF1211'1920 DESCRIPTION MENTIONED A COALING STATION WHICH IS STILL
 MF1211'IN USE.
 MF1211
 MF1211                          STATION RECOVERY (1996)
 MF1211
 MF1211'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1211'MARK NOT FOUND.
 MF1211
 MF1211                          STATION RECOVERY (2001)
 MF1211
 MF1211'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1211'MARK NOT FOUND.
 MF1211
 MF1211                          STATION RECOVERY (2004)
 MF1211
 MF1211'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1828 ***********************************************************************
 MF1828  DESIGNATION -  HENRY IRS 1903
 MF1828  PID         -  MF1828
 MF1828  STATE/COUNTY-  IL/MARSHALL
 MF1828  USGS QUAD   -  HENRY (1972)
 MF1828
 MF1828                         *CURRENT SURVEY CONTROL
 MF1828  ___________________________________________________________________
 MF1828* NAD 83(1986)-  41 06 21.     (N)    089 22 23.     (W)     SCALED    
 MF1828* NAVD 88     -       149.46   (+/-2cm)     490.4    (feet)  VERTCON   
 MF1828  ___________________________________________________________________
 MF1828  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1828
 MF1828  VERT ORDER  -  THIRD ? (See Below)
 MF1828
 MF1828.The horizontal coordinates were scaled from a topographic map and have
 MF1828.an estimated accuracy of +/- 6 seconds.
 MF1828
 MF1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1828.The vertical order pertains to the NGVD 29 superseded value.
 MF1828
 MF1828.The geoid height was determined by GEOID03.
 MF1828
 MF1828;                    North         East    Units  Estimated Accuracy
 MF1828;SPC IL W     -   493,080.      766,660.      MT  (+/- 180 meters Scaled)
 MF1828
 MF1828                          SUPERSEDED SURVEY CONTROL
 MF1828
 MF1828  NGVD 29 (07/19/86)  149.53   (m)          490.6    (f) LEVELING    3  
 MF1828
 MF1828.Superseded values are not recommended for survey control.
 MF1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1828.See file dsdata.txt to determine how the superseded data were derived.
 MF1828
 MF1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL007532(NAD 83)
 MF1828_MARKER: Z = SEE DESCRIPTION
 MF1828_SETTING: 0 = UNSPECIFIED SETTING
 MF1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1828
 MF1828  HISTORY     - Date     Condition        Report By
 MF1828  HISTORY     - 1903     MONUMENTED       IRC
 MF1828  HISTORY     - 19981107 GOOD             USPSQD
 MF1828
 MF1828                          STATION DESCRIPTION
 MF1828
 MF1828'DESCRIBED BY ILLINOIS RIVER COMMISSION 1903
 MF1828'STATION IS MARKED BY STONE AND PIPE, LOCATED 1/2 MILE S OF
 MF1828'HENRY, ILL.  5 FEET E OF THE W RIGHT-OF-WAY FENCE LINE OF THE
 MF1828'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY, AND 940 FEET S OF
 MF1828'MILEPOST 128 ON AFORESAID RAILWAY, ALSO 945 FEET N OF THE
 MF1828'POINT OF INTERSECTION OF AFORESAID RIGHT-OF-WAY FENCE LINE
 MF1828'WITH THE S LINE OF SEC. 17, T 13 N, R 10 E, HENRY TOWNSHIP.
 MF1828'A TOWER 15 FEET HIGH WAS BUILT OVER THIS POINT.  THIS STATION
 MF1828'IS ALSO P.B.M. 65.  MEMPHIS DATUM.
 MF1828
 MF1828                          STATION RECOVERY (1998)
 MF1828
 MF1828'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0545 ***********************************************************************
 MF0545  DESIGNATION -  HENRY RM
 MF0545  PID         -  MF0545
 MF0545  STATE/COUNTY-  IL/OGLE
 MF0545  USGS QUAD   -  ROCHELLE (1993)
 MF0545
 MF0545                         *CURRENT SURVEY CONTROL
 MF0545  ___________________________________________________________________
 MF0545* NAD 83(1986)-  41 54 22.     (N)    089 02 46.     (W)     SCALED    
 MF0545* NAVD 88     -       242.231  (meters)     794.72   (feet)  POSTED    
 MF0545  ___________________________________________________________________
 MF0545  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0545  DYNAMIC HT  -         242.140 (meters)     794.42  (feet)  COMP
 MF0545  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 MF0545
 MF0545  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MF0545
 MF0545.The horizontal coordinates were scaled from a topographic map and have
 MF0545.an estimated accuracy of +/- 6 seconds.
 MF0545
 MF0545.The orthometric height was determined by differential leveling
 MF0545.and adjusted by the National Geodetic Survey in 1992..
 MF0545.No vertical observational check was made to the station.
 MF0545.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MF0545.was located on a no-check spur therefore a value was not computed.
 MF0545
 MF0545.The geoid height was determined by GEOID03.
 MF0545
 MF0545.The dynamic height is computed by dividing the NAVD 88
 MF0545.geopotential number by the normal gravity value computed on the
 MF0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0545.degrees latitude (g = 980.6199 gals.).
 MF0545
 MF0545.The modeled gravity was interpolated from observed gravity values.
 MF0545
 MF0545;                    North         East    Units  Estimated Accuracy
 MF0545;SPC IL W     -   582,260.      792,970.      MT  (+/- 180 meters Scaled)
 MF0545
 MF0545                          SUPERSEDED SURVEY CONTROL
 MF0545
 MF0545.No superseded survey control is available for this station.
 MF0545
 MF0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM302413(NAD 83)
 MF0545_MARKER: DB = BENCH MARK DISK
 MF0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0545_STAMPING: 794.903 HENRY 1920
 MF0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0545+STABILITY: SURFACE MOTION
 MF0545
 MF0545  HISTORY     - Date     Condition        Report By
 MF0545  HISTORY     - 1920     MONUMENTED       CGS
 MF0545  HISTORY     - 1969     MARK NOT FOUND   NGS
 MF0545  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF0545  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF0545  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF0545
 MF0545                          STATION DESCRIPTION
 MF0545
 MF0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 MF0545'1.5 MI S FROM ROCHELLE.
 MF0545'1.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0545'FROM ROCHELLE, OGLE COUNTY, 0.5 MILE SOUTH OF A COALING STATION,
 MF0545'835 FEET SOUTH OF A FARM-ROAD CROSSING, ABOUT 200 YARDS SOUTH OF A
 MF0545'SEMAPHORE, 232 FEET SOUTH OF A STATION-ONE-MILE SIGN, EAST OF THE
 MF0545'TRACK, AND NEAR THE FENCE LINE.  A STANDARD REFERENCE-MARK DISK,
 MF0545'STAMPED 794.903 HENRY 1920 AND SET IN THE TOP OF A CONCRETE POST.
 MF0545
 MF0545                          STATION RECOVERY (1969)
 MF0545
 MF0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0545'MARK NOT FOUND.
 MF0545
 MF0545                          STATION RECOVERY (1996)
 MF0545
 MF0545'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0545'MARK NOT FOUND.
 MF0545
 MF0545                          STATION RECOVERY (2001)
 MF0545
 MF0545'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0545'MARK NOT FOUND.
 MF0545
 MF0545                          STATION RECOVERY (2004)
 MF0545
 MF0545'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0335 ***********************************************************************
 KB0335  DESIGNATION -  HENRY RM 1
 KB0335  PID         -  KB0335
 KB0335  STATE/COUNTY-  IL/SHELBY
 KB0335  USGS QUAD   -  NEOGA (1984)
 KB0335
 KB0335                         *CURRENT SURVEY CONTROL
 KB0335  ___________________________________________________________________
 KB0335* NAD 83(1986)-  39 15 10.     (N)    088 29 01.     (W)     SCALED    
 KB0335* NAVD 88     -       197.388  (meters)     647.60   (feet)  ADJUSTED  
 KB0335  ___________________________________________________________________
 KB0335  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0335  DYNAMIC HT  -         197.271 (meters)     647.21  (feet)  COMP
 KB0335  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 KB0335
 KB0335  VERT ORDER  -  SECOND    CLASS 0
 KB0335
 KB0335.The horizontal coordinates were scaled from a topographic map and have
 KB0335.an estimated accuracy of +/- 6 seconds.
 KB0335
 KB0335.The orthometric height was determined by differential leveling
 KB0335.and adjusted by the National Geodetic Survey in June 1991..
 KB0335
 KB0335.The geoid height was determined by GEOID03.
 KB0335
 KB0335.The dynamic height is computed by dividing the NAVD 88
 KB0335.geopotential number by the normal gravity value computed on the
 KB0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0335.degrees latitude (g = 980.6199 gals.).
 KB0335
 KB0335.The modeled gravity was interpolated from observed gravity values.
 KB0335
 KB0335;                    North         East    Units  Estimated Accuracy
 KB0335;SPC IL E     -   287,050.      287,030.      MT  (+/- 180 meters Scaled)
 KB0335
 KB0335                          SUPERSEDED SURVEY CONTROL
 KB0335
 KB0335  NGVD 29 (??/??/92)  197.466  (m)          647.85   (f) ADJ UNCH    2 0
 KB0335
 KB0335.Superseded values are not recommended for survey control.
 KB0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0335.See file dsdata.txt to determine how the superseded data were derived.
 KB0335
 KB0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ719458(NAD 83)
 KB0335_MARKER: DR = REFERENCE MARK DISK
 KB0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0335_STAMPING: HENRY NO 1 1959
 KB0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0335+STABILITY: SURFACE MOTION
 KB0335
 KB0335  HISTORY     - Date     Condition        Report By
 KB0335  HISTORY     - 1959     MONUMENTED       CGS
 KB0335  HISTORY     - 1973     GOOD             NGS
 KB0335  HISTORY     - 20041119 POOR             ILDT
 KB0335
 KB0335                          STATION DESCRIPTION
 KB0335
 KB0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0335'1.9 MI N FROM SIGEL.
 KB0335'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0335'AT SIGEL, 58 FEET WEST OF THE CENTER LINE OF THE ROAD, 54 FEET
 KB0335'EAST OF THE EASTMOST RAIL OF THE ILLINOIS CENTRAL RAILROAD TRACK,
 KB0335'53 1/2 FEET NORTH OF A TELEPHONE POLE, 2.4 FEET NORTH-NORTHWEST
 KB0335'OF A FENCE CORNER, 51.4 FEET NORTH OF TRIANGULATION STATION
 KB0335'HENRY, 53.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 KB0335'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KB0335'POST PROJECTING 1 INCH.
 KB0335
 KB0335                          STATION RECOVERY (1973)
 KB0335
 KB0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0335'RECOVERED IN GOOD CONDITION.
 KB0335
 KB0335                          STATION RECOVERY (2004)
 KB0335
 KB0335'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0335'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0337 ***********************************************************************
 KB0337  DESIGNATION -  HENRY RM 2
 KB0337  PID         -  KB0337
 KB0337  STATE/COUNTY-  IL/SHELBY
 KB0337  USGS QUAD   -  NEOGA (1984)
 KB0337
 KB0337                         *CURRENT SURVEY CONTROL
 KB0337  ___________________________________________________________________
 KB0337* NAD 83(1986)-  39 15 10.     (N)    088 29 01.     (W)     SCALED    
 KB0337* NAVD 88     -       197.002  (meters)     646.33   (feet)  ADJUSTED  
 KB0337  ___________________________________________________________________
 KB0337  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0337  DYNAMIC HT  -         196.885 (meters)     645.95  (feet)  COMP
 KB0337  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 KB0337
 KB0337  VERT ORDER  -  SECOND    CLASS 0
 KB0337
 KB0337.The horizontal coordinates were scaled from a topographic map and have
 KB0337.an estimated accuracy of +/- 6 seconds.
 KB0337
 KB0337.The orthometric height was determined by differential leveling
 KB0337.and adjusted by the National Geodetic Survey in June 1991..
 KB0337
 KB0337.The geoid height was determined by GEOID03.
 KB0337
 KB0337.The dynamic height is computed by dividing the NAVD 88
 KB0337.geopotential number by the normal gravity value computed on the
 KB0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0337.degrees latitude (g = 980.6199 gals.).
 KB0337
 KB0337.The modeled gravity was interpolated from observed gravity values.
 KB0337
 KB0337;                    North         East    Units  Estimated Accuracy
 KB0337;SPC IL E     -   287,050.      287,030.      MT  (+/- 180 meters Scaled)
 KB0337
 KB0337                          SUPERSEDED SURVEY CONTROL
 KB0337
 KB0337  NGVD 29 (??/??/92)  197.080  (m)          646.59   (f) ADJ UNCH    2 0
 KB0337
 KB0337.Superseded values are not recommended for survey control.
 KB0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0337.See file dsdata.txt to determine how the superseded data were derived.
 KB0337
 KB0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ719458(NAD 83)
 KB0337_MARKER: DR = REFERENCE MARK DISK
 KB0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0337_STAMPING: HENRY NO 2 1959
 KB0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0337+STABILITY: SURFACE MOTION
 KB0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0337+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 KB0337
 KB0337  HISTORY     - Date     Condition        Report By
 KB0337  HISTORY     - 1959     MONUMENTED       CGS
 KB0337  HISTORY     - 1973     GOOD             NGS
 KB0337  HISTORY     - 20041119 GOOD             ILDT
 KB0337
 KB0337                          STATION DESCRIPTION
 KB0337
 KB0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0337'1.9 MI N FROM SIGEL.
 KB0337'ABOUT 1.9 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0337'AT SIGEL, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 53 1/2
 KB0337'FEET EAST OF THE EASTMOST RAIL OF THE ILLINOIS CENTRAL RAILROAD
 KB0337'TRACK, 54 FEET SOUTH OF A TELEPHONE POLE, 235 1/2 FEET
 KB0337'NORTH-NORTHWEST OF A FENCE CORNER, 54.5 FEET SOUTH OF
 KB0337'TRIANGULATION STATION HENRY, 54.0 FEET SOUTH OF A METAL WITNESS
 KB0337'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 KB0337'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0337
 KB0337                          STATION RECOVERY (1973)
 KB0337
 KB0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0337'RECOVERED IN GOOD CONDITION.
 KB0337
 KB0337                          STATION RECOVERY (2004)
 KB0337
 KB0337'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1663 ***********************************************************************
 LC1663  DESIGNATION -  HENSLEY AZ MK RESET 2
 LC1663  PID         -  LC1663
 LC1663  STATE/COUNTY-  IL/CHAMPAIGN
 LC1663  USGS QUAD   -  RISING (1975)
 LC1663
 LC1663                         *CURRENT SURVEY CONTROL
 LC1663  ___________________________________________________________________
 LC1663* NAD 83(1986)-  40 09 08.     (N)    088 16 38.     (W)     SCALED    
 LC1663* NAVD 88     -       241.397  (meters)     791.98   (feet)  ADJUSTED  
 LC1663  ___________________________________________________________________
 LC1663  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1663  DYNAMIC HT  -         241.275 (meters)     791.58  (feet)  COMP
 LC1663  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 LC1663
 LC1663  VERT ORDER  -  FIRST     CLASS II
 LC1663
 LC1663.The horizontal coordinates were scaled from a topographic map and have
 LC1663.an estimated accuracy of +/- 6 seconds.
 LC1663
 LC1663.The orthometric height was determined by differential leveling
 LC1663.and adjusted by the National Geodetic Survey in June 1991..
 LC1663
 LC1663.The geoid height was determined by GEOID03.
 LC1663
 LC1663.The dynamic height is computed by dividing the NAVD 88
 LC1663.geopotential number by the normal gravity value computed on the
 LC1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1663.degrees latitude (g = 980.6199 gals.).
 LC1663
 LC1663.The modeled gravity was interpolated from observed gravity values.
 LC1663
 LC1663;                    North         East    Units  Estimated Accuracy
 LC1663;SPC IL E     -   386,900.      304,780.      MT  (+/- 180 meters Scaled)
 LC1663
 LC1663                          SUPERSEDED SURVEY CONTROL
 LC1663
 LC1663.No superseded survey control is available for this station.
 LC1663
 LC1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK912454(NAD 83)
 LC1663_MARKER: DZ = AZIMUTH MARK DISK
 LC1663_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LC1663_SP_SET: CURB
 LC1663_STAMPING: HENSLEY 1959 1971
 LC1663_MARK LOGO: NGS   
 LC1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1663
 LC1663  HISTORY     - Date     Condition        Report By
 LC1663  HISTORY     - 1971     MONUMENTED       NGS
 LC1663  HISTORY     - 1986     GOOD             NGS
 LC1663
 LC1663                          STATION DESCRIPTION
 LC1663
 LC1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1663'IN CHAMPAIGN.
 LC1663'IN CHAMPAIGN, AT THE INTERSECTION OF COUNTY ROAD 519 AND INTERSTATE
 LC1663'HIGHWAY 57, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE
 LC1663'WEST CURB OF THE ROAD OVERPASS OF THE HIGHWAY, 4.6 M (15.1 FT) WEST OF
 LC1663'THE CENTERLINE OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF THE EAST EDGE
 LC1663'OF THE CURB.
 LC1663'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0229 ***********************************************************************
 LC0229  DESIGNATION -  HENSLEY RESET
 LC0229  PID         -  LC0229
 LC0229  STATE/COUNTY-  IL/CHAMPAIGN
 LC0229  USGS QUAD   -  RISING (1975)
 LC0229
 LC0229                         *CURRENT SURVEY CONTROL
 LC0229  ___________________________________________________________________
 LC0229* NAD 83(1986)-  40 09 24.     (N)    088 16 36.     (W)     SCALED    
 LC0229* NAVD 88     -       237.745  (meters)     780.00   (feet)  ADJUSTED  
 LC0229  ___________________________________________________________________
 LC0229  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0229  DYNAMIC HT  -         237.625 (meters)     779.61  (feet)  COMP
 LC0229  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 LC0229
 LC0229  VERT ORDER  -  FIRST     CLASS II
 LC0229
 LC0229.The horizontal coordinates were scaled from a topographic map and have
 LC0229.an estimated accuracy of +/- 6 seconds.
 LC0229
 LC0229.The orthometric height was determined by differential leveling
 LC0229.and adjusted by the National Geodetic Survey in June 1991..
 LC0229
 LC0229.The geoid height was determined by GEOID03.
 LC0229
 LC0229.The dynamic height is computed by dividing the NAVD 88
 LC0229.geopotential number by the normal gravity value computed on the
 LC0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0229.degrees latitude (g = 980.6199 gals.).
 LC0229
 LC0229.The modeled gravity was interpolated from observed gravity values.
 LC0229
 LC0229;                    North         East    Units  Estimated Accuracy
 LC0229;SPC IL E     -   387,400.      304,830.      MT  (+/- 180 meters Scaled)
 LC0229
 LC0229                          SUPERSEDED SURVEY CONTROL
 LC0229
 LC0229.No superseded survey control is available for this station.
 LC0229
 LC0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK912459(NAD 83)
 LC0229_MARKER: DS = TRIANGULATION STATION DISK
 LC0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0229_SP_SET: CONCRETE POST
 LC0229_STAMPING: HENSLEY 1959 1973
 LC0229_MARK LOGO: CGS   
 LC0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0229+STABILITY: SURFACE MOTION
 LC0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0229+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1998
 LC0229
 LC0229  HISTORY     - Date     Condition        Report By
 LC0229  HISTORY     - 1973     MONUMENTED       NGS
 LC0229  HISTORY     - 1986     GOOD             NGS
 LC0229  HISTORY     - 19981113 GOOD             BCA
 LC0229
 LC0229                          STATION DESCRIPTION
 LC0229
 LC0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LC0229'3.5 MI NW FROM CHAMPAIGN.
 LC0229'THE MARK IS LOCATED ABOUT 1 MILE NORTHEAST OF THE INTERSECTION
 LC0229'OF INTERSTATE HIGHWAYS 57 AND 74, 0.3 MILE NORTH OF THE
 LC0229'DEWEY-FISHER ROAD OVERPASS OF HIGHWAY 57, 103 FEET WEST-SOUTHWEST
 LC0229'OF THE SOUTHWEST CORNER OF A LARGE METAL BUILDING (R.H. BISHOP
 LC0229'CO.), 25 FEET NORTHWEST OF A FIRE HYDRANT, 64 FEET NORTH OF THE
 LC0229'CENTERLINE OF A DRIVEWAY TO PLANT AREA, 39 FEET NORTH OF AN
 LC0229'UNDERGROUND CABLE WARNING BOX, 27 FEET EAST OF THE CENTERLINE
 LC0229'OF DEWEY-FISHER ROAD, SET IN THE TOP OF A SQUARE CONCRETE POST
 LC0229'PROJECTING ABOUT 3 INCHES.
 LC0229
 LC0229                          STATION RECOVERY (1986)
 LC0229
 LC0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0229'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--40
 LC0229'FEET NORTH OF A FENCE CORNER, AND 2 1/2 FEET WEST OF A FENCE.
 LC0229
 LC0229                          STATION RECOVERY (1998)
 LC0229
 LC0229'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LC0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0230 ***********************************************************************
 LC0230  DESIGNATION -  HENSLEY RM 2
 LC0230  PID         -  LC0230
 LC0230  STATE/COUNTY-  IL/CHAMPAIGN
 LC0230  USGS QUAD   -  RISING (1975)
 LC0230
 LC0230                         *CURRENT SURVEY CONTROL
 LC0230  ___________________________________________________________________
 LC0230* NAD 83(1986)-  40 09 24.     (N)    088 16 37.     (W)     SCALED    
 LC0230* NAVD 88     -       238.091  (meters)     781.14   (feet)  ADJUSTED  
 LC0230  ___________________________________________________________________
 LC0230  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0230  DYNAMIC HT  -         237.970 (meters)     780.74  (feet)  COMP
 LC0230  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 LC0230
 LC0230  VERT ORDER  -  FIRST     CLASS II
 LC0230
 LC0230.The horizontal coordinates were scaled from a topographic map and have
 LC0230.an estimated accuracy of +/- 6 seconds.
 LC0230
 LC0230.The orthometric height was determined by differential leveling
 LC0230.and adjusted by the National Geodetic Survey in June 1991..
 LC0230
 LC0230.The geoid height was determined by GEOID03.
 LC0230
 LC0230.The dynamic height is computed by dividing the NAVD 88
 LC0230.geopotential number by the normal gravity value computed on the
 LC0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0230.degrees latitude (g = 980.6199 gals.).
 LC0230
 LC0230.The modeled gravity was interpolated from observed gravity values.
 LC0230
 LC0230;                    North         East    Units  Estimated Accuracy
 LC0230;SPC IL E     -   387,400.      304,800.      MT  (+/- 180 meters Scaled)
 LC0230
 LC0230                          SUPERSEDED SURVEY CONTROL
 LC0230
 LC0230  NGVD 29 (??/??/92)  238.126  (m)          781.25   (f) ADJ UNCH    1 2
 LC0230
 LC0230.Superseded values are not recommended for survey control.
 LC0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0230.See file dsdata.txt to determine how the superseded data were derived.
 LC0230
 LC0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK912459(NAD 83)
 LC0230_MARKER: DR = REFERENCE MARK DISK
 LC0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0230_SP_SET: CONCRETE POST
 LC0230_STAMPING: HENSLEY NO 2 1959
 LC0230_MARK LOGO: CGS   
 LC0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0230+STABILITY: SURFACE MOTION
 LC0230
 LC0230  HISTORY     - Date     Condition        Report By
 LC0230  HISTORY     - 1959     MONUMENTED       CGS
 LC0230  HISTORY     - 1971     GOOD             NGS
 LC0230  HISTORY     - 1986     GOOD             NGS
 LC0230
 LC0230                          STATION DESCRIPTION
 LC0230
 LC0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0230'2.7 MI N FROM CHAMPAIGN.
 LC0230'ABOUT 1.6 MILES NORTH AND NORTHWEST ALONG U.S. HIGHWAY 150 FROM
 LC0230'ITS JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD IN THE NORTHWEST
 LC0230'PART OF CHAMPAIGN, THENCE 1.1 MILES NORTH ALONG AN ASPHALT ROAD,
 LC0230'AT THE JUNCTION OF AN OILED ROAD EAST, 29 FEET WEST OF THE CENTER
 LC0230'LINE OF THE ROAD, 65 FEET NORTH OF THE EXTENDED CENTER LINE OF THE
 LC0230'OILED ROAD EAST, 72 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 LC0230'JUNCTION, 2 FEET EAST OF A FENCE, 55.0 FEET WEST OF TRIANGULATION
 LC0230'STATION HENSLEY, 56.7 FEET WEST OF A METAL WITNESS POST, ABOUT
 LC0230'3 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 LC0230'POST PROJECTING 4 INCHES.
 LC0230
 LC0230                          STATION RECOVERY (1971)
 LC0230
 LC0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LC0230'RECOVERED IN GOOD CONDITION.
 LC0230
 LC0230                          STATION RECOVERY (1986)
 LC0230
 LC0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0231 ***********************************************************************
 LC0231  DESIGNATION -  HENSLEY RM 3
 LC0231  PID         -  LC0231
 LC0231  STATE/COUNTY-  IL/CHAMPAIGN
 LC0231  USGS QUAD   -  RISING (1975)
 LC0231
 LC0231                         *CURRENT SURVEY CONTROL
 LC0231  ___________________________________________________________________
 LC0231* NAD 83(1986)-  40 09 24.     (N)    088 16 37.     (W)     SCALED    
 LC0231* NAVD 88     -       236.85   (meters)     777.1    (feet)  RESET     
 LC0231  ___________________________________________________________________
 LC0231  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC0231
 LC0231  VERT ORDER  -  THIRD
 LC0231
 LC0231.The horizontal coordinates were scaled from a topographic map and have
 LC0231.an estimated accuracy of +/- 6 seconds.
 LC0231
 LC0231.The orthometric height was computed from unverified reset data.
 LC0231
 LC0231.The geoid height was determined by GEOID03.
 LC0231
 LC0231;                    North         East    Units  Estimated Accuracy
 LC0231;SPC IL E     -   387,400.      304,800.      MT  (+/- 180 meters Scaled)
 LC0231
 LC0231                          SUPERSEDED SURVEY CONTROL
 LC0231
 LC0231.No superseded survey control is available for this station.
 LC0231
 LC0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK912459(NAD 83)
 LC0231_MARKER: DR = REFERENCE MARK DISK
 LC0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0231_SP_SET: SIDEWALK
 LC0231_STAMPING: HENSLEY 1959 NO 3 1973
 LC0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0231
 LC0231  HISTORY     - Date     Condition        Report By
 LC0231  HISTORY     - 1973     MONUMENTED       NGS
 LC0231
 LC0231                          STATION DESCRIPTION
 LC0231
 LC0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LC0231'3.5 MI NW FROM CHAMPAIGN.
 LC0231'ABOUT 1 MILE NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAYS
 LC0231'57 AND 74, 0.3 MILE NORTH OF THE OVERPASS OF DEWEY-FISHER ROAD
 LC0231'AND HIGHWAY 57, SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK
 LC0231'LEADING TO THE SOUTH ENTRANCE TO A LARGE METAL BUILDING (R.H.
 LC0231'BISHOP CO.), 0.8 OF A FOOT EAST OF THE WEST EDGE OF THE SIDEWALK,
 LC0231'0.9 OF A FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK, 41 FEET
 LC0231'SOUTH OF THE SOUTH SIDE OF THE BUILDING, 32 FEET NORTH OF THE
 LC0231'CENTERLINE OF PLANT DRIVEWAY AND 33 FEET WEST OF THE CENTERLINE
 LC0231'OF DRIVEWAY TO R.H. BISHOP CO. BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1443 ***********************************************************************
 HB1443  DESIGNATION -  HERALD
 HB1443  PID         -  HB1443
 HB1443  STATE/COUNTY-  IL/WHITE
 HB1443  USGS QUAD   -  NEW HAVEN (1964)
 HB1443
 HB1443                         *CURRENT SURVEY CONTROL
 HB1443  ___________________________________________________________________
 HB1443* NAD 83(1997)-  37 57 11.60520(N)    088 12 46.53060(W)     ADJUSTED  
 HB1443* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 HB1443  ___________________________________________________________________
 HB1443  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HB1443  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HB1443
 HB1443  HORZ ORDER  -  FIRST
 HB1443
 HB1443.The horizontal coordinates were established by classical geodetic methods
 HB1443.and adjusted by the National Geodetic Survey in October 1999..
 HB1443
 HB1443.The orthometric height was scaled from a topographic map.
 HB1443
 HB1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1443
 HB1443.The geoid height was determined by GEOID03.
 HB1443
 HB1443;                    North         East     Units Scale Factor Converg.
 HB1443;SPC IL E     -   142,789.833   310,582.197   MT  0.99997638   +0 04 26.6
 HB1443;SPC IL E     -   468,469.64  1,018,968.42   sFT  0.99997638   +0 04 26.6
 HB1443;UTM  16      - 4,201,318.862   393,438.847   MT  0.99973986   -0 44 45.7
 HB1443
 HB1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1443!SPC IL E     -   0.99997872  x   0.99997638  =   0.99995510
 HB1443!UTM  16      -   0.99997872  x   0.99973986  =   0.99971859
 HB1443
 HB1443:                Primary Azimuth Mark                     Grid Az
 HB1443:SPC IL E     -  HERALD AZ MK                             029 08 12.5
 HB1443:UTM  16      -  HERALD AZ MK                             029 57 24.8
 HB1443
 HB1443|---------------------------------------------------------------------|
 HB1443| PID    Reference Object                     Distance      Geod. Az  |
 HB1443|                                                           dddmmss.s |
 HB1443| CI3798 HERALD AZ MK                                       0291239.1 |
 HB1443| CI3799 HERALD RM 1                          22.225 METERS 06609     |
 HB1443| CI3800 HERALD RM 2                          24.709 METERS 33741     |
 HB1443|---------------------------------------------------------------------|
 HB1443
 HB1443                          SUPERSEDED SURVEY CONTROL
 HB1443
 HB1443  NAD 83(1997)-  37 57 11.60711(N)    088 12 46.53102(W) AD(       ) 1
 HB1443  NAD 83(1997)-  37 57 11.60995(N)    088 12 46.53001(W) AD(       ) 1
 HB1443  NAD 83(1986)-  37 57 11.61458(N)    088 12 46.53207(W) AD(       ) 1
 HB1443  NAD 27      -  37 57 11.45138(N)    088 12 46.39108(W) AD(       ) 1
 HB1443
 HB1443.Superseded values are not recommended for survey control.
 HB1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1443.See file dsdata.txt to determine how the superseded data were derived.
 HB1443
 HB1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9343901319(NAD 83)
 HB1443_MARKER: DS = TRIANGULATION STATION DISK
 HB1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1443
 HB1443  HISTORY     - Date     Condition        Report By
 HB1443  HISTORY     - 1961     MONUMENTED       CGS
 HB1443
 HB1443                          STATION DESCRIPTION
 HB1443
 HB1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1443'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF NORRIS CITY, ABOUT
 HB1443'6-1/2 MILES NORTHEAST OF OMAHA, ABOUT 2 MILES SOUTHWEST OF
 HB1443'HERALD, IN THE SOUTHEAST 1/4 OF SEC. 33, T.6 S., R. 9 E., AND ON THE
 HB1443'PROPERTY OF MR. VERN O. HOLLAND.  IT IS 161 FEET SOUTHWEST OF
 HB1443'THE SOUTHWEST CORNER OF A BARN, 44 FEET WEST OF THE CENTERLINE OF A
 HB1443'DRIVEWAY, 39 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 HB1443'14 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, AND 11 FEET
 HB1443'NORTH OF A WITNESS POST AND A WIRE FENCE. THE MONUMENT
 HB1443'PROJECTS 2 INCHES AND THE DISK IS STAMPED HERALD 1961.
 HB1443'
 HB1443'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 141, ABOUT 1 MILE
 HB1443'NORTH OF OMAHA, GO EAST OF STATE HIGHWAY 141 FOR 3.3 MILES TO
 HB1443'A CROSSROAD. CONTINUE EAST ON HIGHWAY 141 FOR 1.55 MILES TO A SIDE
 HB1443'ROAD LEFT. TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR
 HB1443'1.4 MILES TO A T-ROAD. TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 HB1443'0.25 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTHERLY ON
 HB1443'A GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT. CONTINUE
 HB1443'NORTHERLY ON THE GRAVELED ROAD FOR 1.15 MILE TO THE HOME OF MR.
 HB1443'HOLLAND AND THE STATION ON THE LEFT.
 HB1443'
 HB1443'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON A GRAVELED
 HB1443'ROAD FOR 0.45 MILE TO A T-ROAD. TURN RIGHT AND GO NORTH ON A
 HB1443'GRAVELED ROAD FOR 0.25 MILE TO A Y-FORK. TAKE THE RIGHT FORK AND GO
 HB1443'NORTH ON A GRAVELED ROAD FOR ABOUT 150 FEET TO A CROSSROAD.
 HB1443'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH
 HB1443'MARK ON THE LEFT, JUST AFTER MAKING A SHARP CURVE TO THE
 HB1443'RIGHT.
 HB1443'
 HB1443'REFERENCE MARK 1 IS 50 FEET WEST OF THE CENTER OF A GATE LEADING TO A
 HB1443'BARN, 18 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, AND
 HB1443'1 FOOT SOUTH OF A WIRE FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE
 HB1443'DISK IS STAMPED HERALD NO 1 1961.
 HB1443'
 HB1443'REFERENCE MARK 2 IS 30 FEET EAST OF A T-FENCE CORNER, 18 FEET NORTH
 HB1443'OF THE CENTERLINE OF THE GRAVELED ROAD, AND 1 FOOT SOUTH OF A
 HB1443'WIRE FENCE. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1443'HERALD NO 2 1961.
 HB1443'
 HB1443'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HB1443'ROAD, 24 FEET NORTH OF THE NORTH END OF A CONCRETE
 HB1443'CULVERT, 32 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 2 FEET SOUTH
 HB1443'OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE. THE
 HB1443'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED HERALD 1961.
 HB1443'
 HB1443'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1463 ***********************************************************************
 HB1463  DESIGNATION -  HEROD RADIO STA KSD 268 MAST
 HB1463  PID         -  HB1463
 HB1463  STATE/COUNTY-  IL/POPE
 HB1463  USGS QUAD   -  HEROD (1996)
 HB1463
 HB1463                         *CURRENT SURVEY CONTROL
 HB1463  ___________________________________________________________________
 HB1463* NAD 83(1997)-  37 34 54.21303(N)    088 28 33.89181(W)     ADJUSTED  
 HB1463* NAVD 88     -                                                        
 HB1463  ___________________________________________________________________
 HB1463  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HB1463  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HB1463
 HB1463  HORZ ORDER  -  THIRD
 HB1463
 HB1463.The horizontal coordinates were established by classical geodetic methods
 HB1463.and adjusted by the National Geodetic Survey in October 1999..
 HB1463
 HB1463
 HB1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1463
 HB1463.The geoid height was determined by GEOID03.
 HB1463
 HB1463;                    North         East     Units Scale Factor Converg.
 HB1463;SPC IL E     -   101,560.288   287,391.551   MT  0.99997696   -0 05 13.4
 HB1463;SPC IL E     -   333,202.38    942,883.78   sFT  0.99997696   -0 05 13.4
 HB1463;UTM  16      - 4,160,432.327   369,667.688   MT  0.99980923   -0 54 01.4
 HB1463
 HB1463                          SUPERSEDED SURVEY CONTROL
 HB1463
 HB1463  NAD 83(1997)-  37 34 54.21707(N)    088 28 33.89026(W) AD(       ) 4
 HB1463  NAD 83(1997)-  37 34 54.21716(N)    088 28 33.89131(W) AD(       ) 4
 HB1463  NAD 83(1986)-  37 34 54.22342(N)    088 28 33.89483(W) AD(       ) 4
 HB1463  NAD 27      -  37 34 54.04741(N)    088 28 33.73480(W) AD(       ) 3
 HB1463
 HB1463.Superseded values are not recommended for survey control.
 HB1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1463.See file dsdata.txt to determine how the superseded data were derived.
 HB1463
 HB1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6966860432(NAD 83)
 HB1463_MARKER: 42 = RADIO/TV MAST
 HB1463
 HB1463  HISTORY     - Date     Condition        Report By
 HB1463  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1463
 HB1463                          STATION DESCRIPTION
 HB1463
 HB1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1463'THE STATION IS THE BASE OF THE ANTENNA, BRACKETED TO THE TOP OF A
 HB1463'CREOSOTED PINE POLE ABOUT 65 FEET HIGH, LOCATED ABOUT 350 FEET
 HB1463'SOUTH-SOUTHWEST OF THE WILLIAMS LOOKOUT TOWER AND JUST WEST OF A
 HB1463'SMALL CONCRETE BLOCK BUILDING.
 HB1463'
 HB1463'TO REACH THE STATION FROM THE NORTH END OF THE CONCRETE BRIDGE ACROSS
 HB1463'GIBBONS CREEK IN THE VILLAGE OF HEROD, GO NORTH ON STATE HIGHWAY
 HB1463'34 FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN SHARP LEFT AND GO
 HB1463'SOUTHWEST ON A GRAVELED ROAD FOR 0.6 MILE TO A FORK.  TAKE THE
 HB1463'RIGHT FORK AND FOLLOW THE MAIN GRAVELED ROAD WEST AND NORTHWEST FOR
 HB1463'2.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A
 HB1463'NARROW GRAVELED ROAD FOR 0.2 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1655 ***********************************************************************
 HB1655  DESIGNATION -  HERRIN
 HB1655  PID         -  HB1655
 HB1655  STATE/COUNTY-  IL/WILLIAMSON
 HB1655  USGS QUAD   -  HERRIN (1978)
 HB1655
 HB1655                         *CURRENT SURVEY CONTROL
 HB1655  ___________________________________________________________________
 HB1655* NAD 83(1997)-  37 47 11.50824(N)    089 00 58.31735(W)     ADJUSTED  
 HB1655* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 HB1655  ___________________________________________________________________
 HB1655  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HB1655  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HB1655
 HB1655  HORZ ORDER  -  SECOND
 HB1655
 HB1655.The horizontal coordinates were established by classical geodetic methods
 HB1655.and adjusted by the National Geodetic Survey in October 1999..
 HB1655
 HB1655.The orthometric height was scaled from a topographic map.
 HB1655
 HB1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1655
 HB1655.The geoid height was determined by GEOID03.
 HB1655
 HB1655;                    North         East     Units Scale Factor Converg.
 HB1655;SPC IL E     -   124,501.096   239,849.908   MT  1.00001955   -0 25 06.3
 HB1655;SPC IL E     -   408,467.35    786,907.57   sFT  1.00001955   -0 25 06.3
 HB1655;UTM  16      - 4,184,044.936   322,461.979   MT  0.99998824   -1 14 08.5
 HB1655
 HB1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1655!SPC IL E     -   0.99998137  x   1.00001955  =   1.00000092
 HB1655!UTM  16      -   0.99998137  x   0.99998824  =   0.99996961
 HB1655
 HB1655|---------------------------------------------------------------------|
 HB1655| PID    Reference Object                     Distance      Geod. Az  |
 HB1655|                                                           dddmmss.s |
 HB1655| CI3802 HERRIN RM 1                           8.796 METERS 17944     |
 HB1655| CI3801 HERRIN AZ MK                                       2950651.3 |
 HB1655| CI3803 HERRIN RM 2                           9.417 METERS 35926     |
 HB1655|---------------------------------------------------------------------|
 HB1655
 HB1655                          SUPERSEDED SURVEY CONTROL
 HB1655
 HB1655  NAD 83(1997)-  37 47 11.51826(N)    089 00 58.31828(W) AD(       ) 2
 HB1655  NAD 83(1986)-  37 47 11.52080(N)    089 00 58.31961(W) AD(       ) 2
 HB1655  NAD 27      -  37 47 11.34189(N)    089 00 58.05232(W) AD(       ) 2
 HB1655
 HB1655.Superseded values are not recommended for survey control.
 HB1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1655.See file dsdata.txt to determine how the superseded data were derived.
 HB1655
 HB1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2246284045(NAD 83)
 HB1655_MARKER: DS = TRIANGULATION STATION DISK
 HB1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1655
 HB1655  HISTORY     - Date     Condition        Report By
 HB1655  HISTORY     - 1961     MONUMENTED       CGS
 HB1655  HISTORY     - 1968     GOOD             ILDT
 HB1655
 HB1655                          STATION DESCRIPTION
 HB1655
 HB1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1655'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF THE BUSINESS DISTRICT
 HB1655'OF HERRIN, IN THE NORTHWEST 1/4 OF SECTION 32, T 8 S, R 2 E. AND ON
 HB1655'THE PROPERTY OF MR. CARL SNEAD.  IT IS 2 FEET EAST OF A WIRE FENCE, 4
 HB1655'FEET SOUTHEAST OF A WITNESS POST 13 FEET WEST OF THE CENTERLINE OF A
 HB1655'CINDER ROAD AND 160 FEET SOUTH OF A T-FENCE CORNER.  THE MONUMENT IS
 HB1655'FLUSH AND THE DISK IS STAMPED HERRIN 1961.
 HB1655'
 HB1655'TO REACH THE STATION FROM THE POST OFFICE IN HERRIN, GO SOUTH ON
 HB1655'STATE HIGHWAY 148 FOR 0.9 MILE TO A CROSSROAD.  TURN LEFT AND GO
 HB1655'EAST ON A GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD.  *CONTINUE EAST
 HB1655'ON THE GRAVELED ROAD FOR 0.55 MILE TO A PRIVATE FARM ROAD RIGHT.
 HB1655'TURN RIGHT AND GO SOUTH, WEST AND SOUTH ON THE FARM ROAD FOR 0.2 MILE
 HB1655'TO THE STATION ON THE RIGHT ABOUT 250 FEET SOUTH OF A LARGE POND.
 HB1655'
 HB1655'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO NORTH ON
 HB1655'A PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 HB1655'
 HB1655'REFERENCE MARK 1 IS 2 FEET EAST OF THE WIRE FENCE, 13 FEET WEST OF
 HB1655'THE CENTERLINE OF THE CINDER ROAD AND 32 FEET SOUTH OF THE WITNESS
 HB1655'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HERRIN NO. 1
 HB1655'1961.
 HB1655'
 HB1655'REFERENCE MARK 2 IS 2 FEET EAST OF THE WIRE FENCE, 13 FEET WEST OF
 HB1655'THE CENTERLINE OF THE CINDER ROAD, 27 FEET NORTH OF THE WITNESS
 HB1655'POST AND 130 FEET SOUTH OF A T-FENCE CORNER.  THE MONUMENT IS FLUSH
 HB1655'AND THE DISK IS STAMPED HERRIN NO. 2 1961.
 HB1655'
 HB1655'THE AZIMUTH MARK IS 1 FOOT WEST OF A WIRE FENCE, 5 FEET SOUTH OF A
 HB1655'WITNESS POST, 19 FEET EAST OF THE CENTERLINE OF A PAVED ROAD AND
 HB1655'96 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE.  THE MONUMENT
 HB1655'PROJECTS 2 INCHES AND THE DISK IS STAMPED HERRIN 1961.
 HB1655'
 HB1655'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HB1655'
 HB1655'RMS SET AT 180 DEGREES
 HB1655
 HB1655                          STATION RECOVERY (1968)
 HB1655
 HB1655'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1968 (DRR)
 HB1655'HERRIN 1961 RECOVERED GOOD.
 HB1655'
 HB1655'HERRIN NO 1 1961 RECOVERED GOOD.
 HB1655'
 HB1655'HERRIN NO 2 1961 RECOVERED GOOD.
 HB1655'
 HB1655'HERRIN 1961 RECOVERED GOOD.
 HB1655'
 HB1655'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED EXCEPT FOR THE
 HB1655'FOLLOWING CHANGES--(1) THE FENCE USED AS TIES FOR THE STATION AND
 HB1655'BOTH RMS HAS BEEN REMOVED.  (2) THE FENCE USED AS A TIE ON THE
 HB1655'AZI-MK HAS ALSO BEEN REMOVED.  FENCE CORNER USED AS TIES FOR
 HB1655'STATION AND RM NO. 2 NO LONGER EXIST.  NEW TIES FOLLOW--(1) STATION
 HB1655'IS 94 FT. NORTH OF A POWER POLE, RM NO. 1 IS 64 NORTH OF A POWER
 HB1655'POLE, RM NO. 2 IS 96 FT. SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1654 ***********************************************************************
 HB1654  DESIGNATION -  HERRIN MUNICIPAL TANK
 HB1654  PID         -  HB1654
 HB1654  STATE/COUNTY-  IL/WILLIAMSON
 HB1654  USGS QUAD   -  HERRIN (1978)
 HB1654
 HB1654                         *CURRENT SURVEY CONTROL
 HB1654  ___________________________________________________________________
 HB1654* NAD 83(1997)-  37 47 06.72977(N)    089 01 49.26759(W)     ADJUSTED  
 HB1654* NAVD 88     -                                                        
 HB1654  ___________________________________________________________________
 HB1654  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 HB1654  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB1654
 HB1654  HORZ ORDER  -  THIRD
 HB1654
 HB1654.The horizontal coordinates were established by classical geodetic methods
 HB1654.and adjusted by the National Geodetic Survey in October 1999..
 HB1654
 HB1654
 HB1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1654
 HB1654.The geoid height was determined by GEOID03.
 HB1654
 HB1654;                    North         East     Units Scale Factor Converg.
 HB1654;SPC IL E     -   124,362.970   238,602.144   MT  1.00002141   -0 25 37.5
 HB1654;SPC IL E     -   408,014.18    782,813.87   sFT  1.00002141   -0 25 37.5
 HB1654;SPC IL W     -   124,738.114   800,091.473   MT  1.00006453   +0 41 46.6
 HB1654;SPC IL W     -   409,244.96  2,624,966.77   sFT  1.00006453   +0 41 46.6
 HB1654;UTM  16      - 4,183,924.624   321,212.409   MT  0.99999372   -1 14 39.6
 HB1654
 HB1654                          SUPERSEDED SURVEY CONTROL
 HB1654
 HB1654  NAD 83(1997)-  37 47 06.74020(N)    089 01 49.26561(W) AD(       ) 4
 HB1654  NAD 83(1986)-  37 47 06.74247(N)    089 01 49.26865(W) AD(       ) 4
 HB1654  NAD 27      -  37 47 06.56205(N)    089 01 48.99951(W) AD(       ) 3
 HB1654
 HB1654.Superseded values are not recommended for survey control.
 HB1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1654.See file dsdata.txt to determine how the superseded data were derived.
 HB1654
 HB1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2121283925(NAD 83)
 HB1654_MARKER: 53 = ELEVATED TANK
 HB1654_SETTING: 0 = UNSPECIFIED SETTING
 HB1654
 HB1654  HISTORY     - Date     Condition        Report By
 HB1654  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1654  HISTORY     - 1965     GOOD             CGS
 HB1654  HISTORY     - 1974     GOOD             NGS
 HB1654
 HB1654                          STATION DESCRIPTION
 HB1654
 HB1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1654'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  THE TANK IS
 HB1654'SUPPORTED BY SIX STEEL LEGS.  THE TANK AND SUPPORTING STRUCTURE
 HB1654'ARE PAINTED SILVER.  THE OVERALL HEIGHT IS ABOUT 130 FEET.  IT IS
 HB1654'LOCATED ABOUT 1 MILE SOUTH OF HERRIN AND IS ON THE WEST SIDE OF
 HB1654'STATE HIGHWAY 148.
 HB1654
 HB1654                          STATION RECOVERY (1965)
 HB1654
 HB1654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 HB1654'THIS STATION WAS RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 HB1654'ADEQUATE FOR RECOVERY.
 HB1654
 HB1654                          STATION RECOVERY (1974)
 HB1654
 HB1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (PDC)
 HB1654'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 HB1654'TANK IS NOW PAINTED ORANGE WITH A BLACK TOP AND BOTTOM.
 HB1654'
 HB1654'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 HB1654'HERRIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0576 ***********************************************************************
 KC0576  DESIGNATION -  HETTICK
 KC0576  PID         -  KC0576
 KC0576  STATE/COUNTY-  IL/MACOUPIN
 KC0576  USGS QUAD   -  SCOTTVILLE (1983)
 KC0576
 KC0576                         *CURRENT SURVEY CONTROL
 KC0576  ___________________________________________________________________
 KC0576* NAD 83(1997)-  39 27 47.91496(N)    090 04 41.50344(W)     ADJUSTED  
 KC0576* NAVD 88     -       211.     (meters)     692.     (feet)  SCALED    
 KC0576  ___________________________________________________________________
 KC0576  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 KC0576  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KC0576
 KC0576  HORZ ORDER  -  FIRST
 KC0576
 KC0576.The horizontal coordinates were established by classical geodetic methods
 KC0576.and adjusted by the National Geodetic Survey in October 1999..
 KC0576
 KC0576.The orthometric height was scaled from a topographic map.
 KC0576
 KC0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0576
 KC0576.The geoid height was determined by GEOID03.
 KC0576
 KC0576;                    North         East     Units Scale Factor Converg.
 KC0576;SPC IL W     -   310,406.594   707,613.268   MT  0.99994189   +0 03 22.4
 KC0576;SPC IL W     - 1,018,392.30  2,321,561.20   sFT  0.99994189   +0 03 22.4
 KC0576;UTM  15      - 4,372,268.174   751,367.056   MT  1.00037802   +1 51 28.9
 KC0576;UTM  16      - 4,372,716.423   235,175.974   MT  1.00046357   -1 57 27.3
 KC0576
 KC0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0576!SPC IL W     -   0.99997194  x   0.99994189  =   0.99991384
 KC0576!UTM  15      -   0.99997194  x   1.00037802  =   1.00034995
 KC0576!UTM  16      -   0.99997194  x   1.00046357  =   1.00043550
 KC0576
 KC0576|---------------------------------------------------------------------|
 KC0576| PID    Reference Object                     Distance      Geod. Az  |
 KC0576|                                                           dddmmss.s |
 KC0576| CL9516 HETTICK RM 1                         36.759 METERS 08846     |
 KC0576| CL9514 HETTICK AZ MK                                      0890032.2 |
 KC0576| KB1466 ST LOUIS CHICAGO AWY BCN 5          APPROX.14.1 KM 1063831.1 |
 KC0576| KC0581 ST LOUIS CHICAGO AIRWAY BN 4        APPROX.21.4 KM 1675748.4 |
 KC0576| KC0584 ATHEN                               APPROX. 7.6 KM 2631541.6 |
 KC0576| CL9519 HETTICK RM 4                          7.078 METERS 26417     |
 KC0576| CL9515 HETTICK AZ MK 2                                    3122613.4 |
 KC0576| CL9517 HETTICK RM 2                         43.859 METERS 34302     |
 KC0576| CL9518 HETTICK RM 3                         61.946 METERS 34739     |
 KC0576|---------------------------------------------------------------------|
 KC0576
 KC0576                          SUPERSEDED SURVEY CONTROL
 KC0576
 KC0576  NAD 83(1986)-  39 27 47.92171(N)    090 04 41.49210(W) AD(       ) 1
 KC0576  NAD 27      -  39 27 47.75200(N)    090 04 41.09100(W) AD(       ) 1
 KC0576
 KC0576.Superseded values are not recommended for survey control.
 KC0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0576.See file dsdata.txt to determine how the superseded data were derived.
 KC0576
 KC0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD5136772268(NAD 83)
 KC0576_MARKER: DS = TRIANGULATION STATION DISK
 KC0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0576
 KC0576  HISTORY     - Date     Condition        Report By
 KC0576  HISTORY     - 1934     MONUMENTED       CGS
 KC0576  HISTORY     - 1939     GOOD             CGS
 KC0576  HISTORY     - 1959     GOOD             CGS
 KC0576  HISTORY     - 1978     SEE DESCRIPTION  LOCENG
 KC0576  HISTORY     - 1978     GOOD             NGS
 KC0576
 KC0576                          STATION DESCRIPTION
 KC0576
 KC0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KC0576'ABOUT 5.1 MILES WEST AND 1.0 MILE SOUTH OF MODESTO, ON FARM
 KC0576'OWNED BY MRS. BELLE HETTICK AND FARMED BY MR. VESTER KREOGER.
 KC0576'THE STATION MARK IS NEAR THE SOUTHWEST CORNER OF PASTURE, ABOUT
 KC0576'100 YARDS EAST OF MR. KREOGERS HOUSE, 45 FEET EAST OF FENCE
 KC0576'CORNER, 20 FEET NORTH OF DIRT ROAD, 6 INCHES NORTH OF FENCE LINE,
 KC0576'15 FEET EAST OF COTTON WOOD TREE, AND IS FLUSH WITH THE GROUND.
 KC0576'
 KC0576'TO REACH FROM MODESTO, GO WEST ON PAVED ROAD FOR 5.25 MILES TO
 KC0576'CROSSROADS, THENCE SOUTH ON DIRT ROAD FOR 1.0 MILE, THENCE EAST
 KC0576'FOR 0.1 MILE TO MR. KREOGERS HOUSE AND STATION ON THE NORTH SIDE
 KC0576'OF THE ROAD.
 KC0576'
 KC0576'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0576'BRONZE DISKS IN CONCRETE.
 KC0576'
 KC0576'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT NORTH OF
 KC0576'FENCE LINE, 20 FEET NORTH OF THE CENTER LINE OF DIRT ROAD, AND
 KC0576'PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF
 KC0576'THE STATION, ON THE EAST SIDE OF FENCE LINE, 40 FEET SOUTH OF
 KC0576'LANE, AND PROJECTS 10 INCHES.  THE DISTANCE BETWEEN THE
 KC0576'REFERENCE MARKS IS 211.18 FEET.
 KC0576'
 KC0576'THE AZIMUTH MARK IS EAST OF THE STATION, 1.5 FEET NORTH OF FENCE
 KC0576'LINE, 30 FEET NORTH OF CENTER LINE OF CURVE TO THE SOUTH, 15 FEET
 KC0576'WEST OF HEDGE ROW, AND PROJECTS 6 INCHES.
 KC0576'
 KC0576'A 113-FOOT TOWER AT BUCHANAN COMES INTO VIEW AT 63 FEET.
 KC0576'
 KC0576'A 113-FOOT TOWER AT KASTEN COMES INTO VIEW AT 58 FEET.
 KC0576'
 KC0576'A 113-FOOT TOWER AT ENOS COMES INTO VIEW AT 63 FEET.
 KC0576'
 KC0576'A 100-FOOT TOWER AT JACKSONVILLE COMES INTO VIEW AT 63 FEET.
 KC0576'
 KC0576'A 113-FOOT TOWER AT LEEK COMES INTO VIEW AT 63 FEET.
 KC0576'
 KC0576'A 113-FOOT TOWER AT RICE COMES INTO VIEW AT 113 FEET.
 KC0576'
 KC0576'A 113-FOOT TOWER AT BETTIS COMES INTO VIEW AT 63 FEET.
 KC0576'
 KC0576'A 100-FOOT TOWER AT MODESTO COMES INTO VIEW AT 63 FEET.
 KC0576
 KC0576                          STATION RECOVERY (1939)
 KC0576
 KC0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0576'THE STATION MARKS, REFERENCE MARK NO. 1 1934, REFERENCE MARK NO.
 KC0576'2 1934, AND AZIMUTH MARK 1934, WERE RECOVERED AS DESCRIBED AND ALL
 KC0576'THE MARKS WERE FOUND IN GOOD CONDITION.  A NEW DESCRIPTION ON
 KC0576'HOW TO REACH THE STATION IS GIVEN IN ACCORDANCE WITH INSTRUCTIONS
 KC0576'TO DESCRIBE A STATION FROM THE NEAREST TOWN SHOWN ON THE STATE
 KC0576'HIGHWAY MAP.
 KC0576'
 KC0576'THE STATION IS LOCATED APPROXIMATELY 5.1 MILES WEST AND 1.0 MILE
 KC0576'SOUTH OF MODESTO, 1-1/2 MILES EAST AND 1-1/4 MILES SOUTH OF
 KC0576'SCOTTVILLE, IN THE SE 1/4 SEC. 22, T 12 N, R 9 W, 1/2 FOOT
 KC0576'NORTH OF AN EAST-AND-WEST FENCE LINE, 20 FEET NORTH OF THE CENTER
 KC0576'LINE OF A DIRT ROAD, 40 FEET EAST OF A SOUTHWEST FENCE CORNER,
 KC0576'AND APPROXIMATELY 100 YARDS EAST OF THE KROEGER HOME.  THE LAND
 KC0576'IS OWNED BY MRS. BELLE HETTICK.  THE MARKS IS
 KC0576'FLUSH WITH THE GROUND AND IS STAMPED HETTICK 1934.
 KC0576'
 KC0576'TO REACH THE STATION FROM THE PARK IN THE CENTER OF THE TOWN OF
 KC0576'SCOTTVILLE GO SOUTH FOR 0.1 MILE, THEN TURN RIGHT (EAST) ON A
 KC0576'PAVED HIGHWAY AND GO 1.2 MILES TO A CROSS ROAD, TURN RIGHT
 KC0576'(SOUTH) AND GO 1.0 MILE, THEN TURN LEFT (EAST) AND GO 0.1 MILE
 KC0576'TO THE MARK ON THE LEFT (NORTH) SIDE OF THE ROAD.
 KC0576'
 KC0576'REFERENCE MARK NO. 1 1934 IS 36.744 METERS, 120.55 FEET, EAST OF
 KC0576'THE STATION, 1 FOOT NORTH OF AN EAST-AND-WEST FENCE LINE, AND
 KC0576'22 FEET NORTH OF THE CENTER LINE OF THE ROAD.  THE MARK, NOTE
 KC0576'11A, PROJECTS 5 INCHES ABOVE THE GROUND AND IS STAMPED HETTICK NO
 KC0576'1 1934.  REFERENCE MARK NO. 2 1934 IS 43.824 METERS, 143.78 FEET,
 KC0576'NORTH-NORTHWEST OF THE STATION, ON THE EAST SIDE OF A
 KC0576'NORTH-AND-SOUTH FENCE LINE, 40 FEET SOUTH OF THE SOUTH FENCE OF
 KC0576'A LANE.  THE MARK PROJECTS 10 INCHES ABOVE THE
 KC0576'GROUND AND IS STAMPED HETTICK NO 2 1934.
 KC0576'
 KC0576'AZIMUTH MARK 1934 IS APPROXIMATELY 0.1 MILE EAST OF THE STATION,
 KC0576'30 FEET NORTH OF THE CENTER LINE OF A ROAD WHERE IT CURVES
 KC0576'SOUTH, 15 FEET WEST OF A HEDGE ROW FENCE, 1-1/2 FEET NORTH OF AN
 KC0576'EAST-AND-WEST FENCE.  THE MARK IS FLUSH WITH THE
 KC0576'GROUND AND IS STAMPED HETTICK AZIMUTH 1934.
 KC0576'
 KC0576'ONE NEW MARK WAS ESTABLISHED- AZIMUTH MARK 1939 IS APPROXIMATELY
 KC0576'0.75 MILE NORTHWEST OF THE STATION, 54 FEET NORTH-NORTHWEST OF THE
 KC0576'NORTHEAST CORNER OF THE PORCH OF A FARMHOUSE, 21 FEET SOUTH OF
 KC0576'THE CENTER LINE OF A ROAD, AND 35 FEET EAST OF THE EAST POST OF
 KC0576'THE HOUSE YARD GATE.  THE MARK PROJECTS 3 INCHES
 KC0576'ABOVE THE GROUND AND IS STAMPED HETTICK 1939.  TO REACH THE
 KC0576'MARK FROM THE STATION GO WEST 0.1 MILE, THEN NORTH 0.5 MILE,
 KC0576'THEN WEST 0.45 MILE TO THE MARK ON THE SOUTH SIDE OF THE ROAD.
 KC0576'
 KC0576'ALL MARKS ARE WITNESSED BY 4 IN X 4 IN WHITE POSTS WHICH PROJECT
 KC0576'2-1/2 FEET ABOVE THE GROUND.
 KC0576'
 KC0576'A 64-FOOT TOWER AT HETTICK 1934 WILL SEE A 90-FOOT TOWER AT ATHEN
 KC0576'AND A 103-FOOT TOWER AT BETTIS 1934.
 KC0576'
 KC0576'A 37-FOOT TOWER AT HETTICK 1934 WILL SEE A 90-FOOT TOWER AT LEEK
 KC0576'1934.
 KC0576'
 KC0576'A 90-FOOT TOWER AT WALSH IS VISIBLE FROM THE GROUND.
 KC0576
 KC0576                          STATION RECOVERY (1959)
 KC0576
 KC0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 KC0576'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 KC0576'1939 WERE RECOVERED IN GOOD CONDITION.  THE 1934 AZIMUTH MARK
 KC0576'WAS NOT RECOVERED AS THERE WAS NO INFORMATION ON THE STATION
 KC0576'AVAILABLE AT THE TIME IT WAS VISITED, AND THE LOCATION OF THE
 KC0576'1939 AZIMUTH MARK WAS OBTAINED FROM THE FARM MANAGER, MR. VESTER
 KC0576'KROEGER.  THE REFERENCE MEASUREMENTS WERE FAIRLY ACCURATE TAKING
 KC0576'INTO CONSIDERATION THE CENTERLINE OF A DIRT ROAD IS SOMETIMES
 KC0576'VAGUE.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.04
 KC0576'FOOT LONGER THAN PREVIOUSLY MEASURED AND THE DIRECTION WAS 6
 KC0576'MINUTES LARGER THAN PREVIOUSLY OBSERVED.  THE DIRECTION TO
 KC0576'REFERENCE MARK 2 CHECKED BUT THE DISTANCE WAS 0.10 FOOT LONGER
 KC0576'THAN PREVIOUSLY MEASURED.  REFERENCE MARK 2 WAS DESTROYED AT
 KC0576'THIS TIME ON THE REQUEST OF THE FARM MANAGER, MR. VESTER
 KC0576'KROEGER.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A
 KC0576'COMPLETE NEW DESCRIPTION AND TO REACH FOLLOWS.
 KC0576'
 KC0576'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF MODESTO, AND 1-1/2
 KC0576'MILES SOUTHEAST OF SCOTTVILLE IN THE SE QUARTER OF SECTION 22,
 KC0576'T. 12 N., R 9 W., ON THE PROPERTY OF THE BELLE HETTICK ESTATE,
 KC0576'MANAGED BY MR. VESTER KROEGER.  IT IS 283 FEET SOUTHEAST OF THE
 KC0576'SOUTHEAST CORNER OF A FRAME HOUSE, 26 FEET EAST OF AN EAST
 KC0576'GATEPOST, 17 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 14
 KC0576'FEET EAST OF A 16 INCH COTTON WOOD TREE, 2 FEET NORTH OF AN
 KC0576'EAST-WEST WIRE FENCE, AND 2 FEET NORTHWEST OF A WITNESS POST.
 KC0576'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED HETTICK
 KC0576'1934.
 KC0576'
 KC0576'TO REACH THE STATION FROM THE PARK IN THE CENTER OF THE TOWN OF
 KC0576'SCOTTVILLE, GO SOUTH FOR 0.1 MILE TO PAVED ROAD (EAST-WEST).
 KC0576'TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 1.2 MILES TO A
 KC0576'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 1.0 MILE TO
 KC0576'POINT WHERE ROAD MAKES SHARP LEFT TURN.  TURN LEFT AND GO EAST ON
 KC0576'THE DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 KC0576'
 KC0576'TO REACH AZIMUTH MARK 1939 FROM THE STATION, GO WEST ON A
 KC0576'DIRT ROAD FOR 0.15 MILE TO POINT WHERE ROAD MAKES SHARP RIGHT
 KC0576'TURN.  TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 0.5 MILE TO
 KC0576'A DIRT SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR
 KC0576'0.45 MILE TO THE MARK ON THE LEFT.
 KC0576'
 KC0576'*TO REACH AZIMUTH MARK 1934 FROM THE STATION, GO EAST ON THE
 KC0576'DIRT ROAD FOR 0.1 MILE TO SHARP RIGHT TURN AND THE MARK ON THE
 KC0576'LEFT.
 KC0576'
 KC0576'REFERENCE MARK 1 IS 17 FEET NORTH OF THE CENTERLINE OF A DIRT
 KC0576'ROAD, 3 FEET NORTH OF A WIRE FENCE, AND 2 FEET NORTHWEST OF A
 KC0576'WITNESS POST.  THE MONUMENT PROJECTS 14 INCHES AND THE DISK IS
 KC0576'STAMPED HETTICK NO 1 1934.
 KC0576'
 KC0576'REFERENCE MARK 3 IS 113 FEET NORTHEAST OF A FENCE CORNER, 3 FEET
 KC0576'WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, AND IS SET AT
 KC0576'THE SOUTHEAST CORNER OF A FIELD.  THE MONUMENT PROJECTS 2 INCHES
 KC0576'AND THE DISK IS STAMPED HETTICK NO 3 1934.
 KC0576'
 KC0576'AZIMUTH MARK 1939 IS 60 FEET NORTHEAST OF THE NORTHEAST CORNER
 KC0576'OF A FRAME HOUSE, 50 FEET NORTHEAST OF A 40 INCH MAPLE TREE, 19
 KC0576'FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND 1 FOOT NORTH OF
 KC0576'A YARD FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KC0576'STAMPED HETTICK 1939.  THIS MARK WAS ESTABLISHED WHEN THE STATION
 KC0576'WAS RECOVERED IN 1939.  IT IS ON THE PROPERTY OF O.H. TURNER.
 KC0576'
 KC0576'*AZIMUTH MARK 1934 IS 30 FEET NORTH OF THE CENTERLINE OF A ROAD
 KC0576'WHERE IT CURVES SOUTH, 15 FEET WEST OF A HEDGE ROW FENCE, AND
 KC0576'1-1/2 FEET NORTH OF AN EAST-WEST FENCE.  THE MONUMENT IS FLUSH AND
 KC0576'THE DISK IS STAMPED HETTICK AZIMUTH 1934.
 KC0576'
 KC0576'*AZIMUTH MARK 1934 WAS NOT RECOVERED AT THIS TIME AND THIS IS THE
 KC0576'1939 TO REACH AND DESCRIPTION.
 KC0576
 KC0576                          STATION RECOVERY (1978)
 KC0576
 KC0576'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (JRB)
 KC0576'HETTIC SURFACE MONUMENT HAS THE APPEARANCE OF BEING GOOD, BUT IT HAS
 KC0576'BEEN MOVED.  UNDERGROUND MON. IS 2 FEET SSW OF SURFACE MON. 36
 KC0576'INCHES DEEP AND IN GOOD COND.
 KC0576'
 KC0576'HETTICK AZIMUTH 1934, HETTICK 1939, HETTICK NO 1 1934, ALL 3 FOUND IN
 KC0576'GOOD COND.
 KC0576'
 KC0576'HETTICK NO 2 1934 FOUND PLOWED OUT AND LAYING ON TOP OF GROUND
 KC0576'PLUS OR 60 FEET NORTH OF ORIGINAL LOCATION.
 KC0576'
 KC0576'SURFACE MARK SHOULD BE SET BACK OVER UNDERGROUND MARK, SO THAT NOBODY
 KC0576'WILL MAKE THE SAME MISTAKE I DID.
 KC0576'
 KC0576'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.1 MI. W. AND 1 MI. SOUTH
 KC0576'OF MODESTO.
 KC0576
 KC0576                          STATION RECOVERY (1978)
 KC0576
 KC0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KC0576'STATION MARK FOUND DESTROYED.  THE UNDERGROUND MARK, THE 1934 AND THE
 KC0576'1939 AZIMUTH MARKS FOUND IN GOOD CONDITION.  HOWEVER THE 1939 AZIMUTH
 KC0576'MARK WAS OBSTRUCTED BY FARM MACHINERY ON LINE OF SIGHT.  REFERENCE
 KC0576'MARK 3 FOUND UPROOTED.  THE DISK WAS SALVAGED.  REFERENCE MARK 1 WAS
 KC0576'FOUND TO HAVE BEEN HIT BY FARM MACHINERY BUT VERY SOLID.  REFERENCE
 KC0576'MARK 4 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 1 CHECKED
 KC0576'THE 1959 DISTANCE, BUT MISSED THE 1934 AND 1939 DISTANCE BY 0.05
 KC0576'FOOT.  THE ANGLE FROM THE 1934 AZIMUTH MARK TO REFERENCE MARK 1 WAS
 KC0576'SMALLER BY 9 MINUTES.
 KC0576'
 KC0576'THE 1959 DESCRIPTION AND TOO REACH ARE ADEQUATE TO RECOVER STATION
 KC0576'WITH THE ADDITION OF A METAL WITNESS POST 1 FOOT NORTH OF THE STATION
 KC0576'MARK, IT IS NOW 12 INCHES BELOW THE GROUND.
 KC0576'
 KC0576'REFERENCE MARK 4 IS 16 FEET N OF THE CENTERLINE OF THE ROAD AND 1
 KC0576'FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS A 3 FOOT ALUMINUM
 KC0576'TYPE AND IS FLUSH.  THE DISK STAMPED HETTICK 1934 NO 4 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1817 ***********************************************************************
 LC1817  DESIGNATION -  HEYWORTH
 LC1817  PID         -  LC1817
 LC1817  STATE/COUNTY-  IL/MCLEAN
 LC1817  USGS QUAD   -  HEYWORTH (1981)
 LC1817
 LC1817                         *CURRENT SURVEY CONTROL
 LC1817  ___________________________________________________________________
 LC1817* NAD 83(1997)-  40 18 12.37673(N)    088 58 28.77416(W)     ADJUSTED  
 LC1817* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LC1817  ___________________________________________________________________
 LC1817  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 LC1817  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC1817
 LC1817  HORZ ORDER  -  SECOND
 LC1817
 LC1817.The horizontal coordinates were established by classical geodetic methods
 LC1817.and adjusted by the National Geodetic Survey in October 1999..
 LC1817
 LC1817.The orthometric height was scaled from a topographic map.
 LC1817
 LC1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1817
 LC1817.The geoid height was determined by GEOID03.
 LC1817
 LC1817;                    North         East     Units Scale Factor Converg.
 LC1817;SPC IL E     -   403,889.856   245,479.042   MT  1.00001158   -0 24 53.4
 LC1817;SPC IL E     - 1,325,095.30    805,375.82   sFT  1.00001158   -0 24 53.4
 LC1817;UTM  16      - 4,463,307.665   332,186.629   MT  0.99994667   -1 16 39.3
 LC1817
 LC1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1817!SPC IL E     -   0.99996913  x   1.00001158  =   0.99998071
 LC1817!UTM  16      -   0.99996913  x   0.99994667  =   0.99991580
 LC1817
 LC1817|---------------------------------------------------------------------|
 LC1817| PID    Reference Object                     Distance      Geod. Az  |
 LC1817|                                                           dddmmss.s |
 LC1817| CI7516 HEYWORTH RM                          11.360 METERS 20700     |
 LC1817| LC0465 HARLAN                              APPROX. 5.3 KM 3534219.3 |
 LC1817|---------------------------------------------------------------------|
 LC1817
 LC1817                          SUPERSEDED SURVEY CONTROL
 LC1817
 LC1817  NAD 83(1986)-  40 18 12.38717(N)    088 58 28.77345(W) AD(       ) 2
 LC1817  NAD 27      -  40 18 12.25780(N)    088 58 28.48720(W) AD(       ) 2
 LC1817
 LC1817.Superseded values are not recommended for survey control.
 LC1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1817.See file dsdata.txt to determine how the superseded data were derived.
 LC1817
 LC1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3218763308(NAD 83)
 LC1817_MARKER: DS = TRIANGULATION STATION DISK
 LC1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1817
 LC1817  HISTORY     - Date     Condition        Report By
 LC1817  HISTORY     - 1920     MONUMENTED       CGS
 LC1817  HISTORY     - 1933     MARK NOT FOUND   CGS
 LC1817
 LC1817                          STATION DESCRIPTION
 LC1817
 LC1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LC1817'STATION IS ABOUT 1 MILE S OF HEYWORTH, ON THE W SIDE OF THE
 LC1817'ILLINOIS CENTRAL RAILROAD TRACK, 1/2 MILE N OF THE FIRST
 LC1817'SECTION ROAD CROSSING S OF HEYWORTH, ON THE BANK NEAR THE
 LC1817'CENTER OF THE SECOND CUT S OF HEYWORTH, AND 9.32 METERS
 LC1817'(30.58 FEET) W OF THE W AND NEAREST RAIL.  THE SURFACE,
 LC1817'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LC1817'SET IN CONCRETE.
 LC1817'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR
 LC1817'THE W EDGE OF THE CUT, 11.36 METERS (37.27 FEET) FROM THE
 LC1817'STATION, S 27 DEG 00 MIN W.
 LC1817
 LC1817                          STATION RECOVERY (1933)
 LC1817
 LC1817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LC1817'STATION IS LOST.  THE STATION MARKS WERE FOUND TUMBLED OFF
 LC1817'THE RAILROAD BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1816 ***********************************************************************
 LC1816  DESIGNATION -  HEYWORTH MUNICIPAL TANK
 LC1816  PID         -  LC1816
 LC1816  STATE/COUNTY-  IL/MCLEAN
 LC1816  USGS QUAD   -  HEYWORTH (1981)
 LC1816
 LC1816                         *CURRENT SURVEY CONTROL
 LC1816  ___________________________________________________________________
 LC1816* NAD 83(1997)-  40 18 47.86748(N)    088 58 37.21249(W)     ADJUSTED  
 LC1816* NAVD 88     -                                                        
 LC1816  ___________________________________________________________________
 LC1816  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LC1816  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC1816
 LC1816  HORZ ORDER  -  THIRD
 LC1816
 LC1816.The horizontal coordinates were established by classical geodetic methods
 LC1816.and adjusted by the National Geodetic Survey in October 1999..
 LC1816
 LC1816
 LC1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1816
 LC1816.The geoid height was determined by GEOID03.
 LC1816
 LC1816;                    North         East     Units Scale Factor Converg.
 LC1816;SPC IL E     -   404,985.983   245,287.728   MT  1.00001183   -0 24 59.2
 LC1816;SPC IL E     - 1,328,691.51    804,748.15   sFT  1.00001183   -0 24 59.2
 LC1816;SPC IL W     -   405,452.697   801,119.374   MT  1.00006700   +0 46 11.1
 LC1816;SPC IL W     - 1,330,222.72  2,628,339.15   sFT  1.00006700   +0 46 11.1
 LC1816;UTM  16      - 4,464,406.478   332,011.854   MT  0.99994739   -1 16 45.7
 LC1816
 LC1816                          SUPERSEDED SURVEY CONTROL
 LC1816
 LC1816  NAD 83(1986)-  40 18 47.87799(N)    088 58 37.21085(W) AD(       ) 4
 LC1816  NAD 27      -  40 18 47.74500(N)    088 58 36.92300(W) AD(       ) 3
 LC1816
 LC1816.Superseded values are not recommended for survey control.
 LC1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1816.See file dsdata.txt to determine how the superseded data were derived.
 LC1816
 LC1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3201264406(NAD 83)
 LC1816_MARKER: 53 = ELEVATED TANK
 LC1816
 LC1816  HISTORY     - Date     Condition        Report By
 LC1816  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1816  HISTORY     - 1970     GOOD             LOCENG
 LC1816
 LC1816                          STATION DESCRIPTION
 LC1816
 LC1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1816'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 LC1816'TANK LOCATED ABOUT 0.2 MILE NORTHEAST OF THE JUNCTION OF U.S.
 LC1816'HIGHWAYS 136 AND 51 AND ABOUT 0.15 MILE SOUTHWEST OF THE DEPOT
 LC1816'IN THE SOUTH-CENTRAL SECTION OF HEYWORTH.  IT IS A STEEL
 LC1816'TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE AND IS PAINTED
 LC1816'SILVER.  THE HEIGHT IS ABOUT 135 FEET.
 LC1816
 LC1816                          STATION RECOVERY (1970)
 LC1816
 LC1816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (TBB)
 LC1816'RECOVERED BY DANNE ENGINEERING DAILY AND ASSOC.
 LC1816'
 LC1816'FOUND FROM DESCRIPTION
 LC1816'
 LC1816'TANK IS NOW PAINTED AQUA GREEN.  THE POINT OF PROBABLE INTERSECTION
 LC1816'IS A ROUND BALL 4 IN - 6 IN IN DIA. AT TOP OF TANK.
 LC1816'
 LC1816'HAS LEGEND HEYWORTH IN BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1117 ***********************************************************************
 KB1117  DESIGNATION -  HICKORY
 KB1117  PID         -  KB1117
 KB1117  STATE/COUNTY-  IL/MACON
 KB1117  USGS QUAD   -  DECATUR (1975)
 KB1117
 KB1117                         *CURRENT SURVEY CONTROL
 KB1117  ___________________________________________________________________
 KB1117* NAD 83(1997)-  39 52 10.99760(N)    088 56 45.68879(W)     ADJUSTED  
 KB1117* NAVD 88     -       207.959  (meters)     682.28   (feet)  POSTED    
 KB1117  ___________________________________________________________________
 KB1117  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KB1117  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KB1117  DYNAMIC HT  -         207.850 (meters)     681.92  (feet)  COMP
 KB1117  MODELED GRAV-     980,091.2   (mgal)                       NAVD 88
 KB1117
 KB1117  HORZ ORDER  -  SECOND
 KB1117  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KB1117
 KB1117.The horizontal coordinates were established by classical geodetic methods
 KB1117.and adjusted by the National Geodetic Survey in October 1999..
 KB1117
 KB1117.The orthometric height was determined by differential leveling
 KB1117.and adjusted by the National Geodetic Survey in 1992..
 KB1117.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KB1117.rate of 0.0 thru 1.0 mm/km.
 KB1117
 KB1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1117
 KB1117.The geoid height was determined by GEOID03.
 KB1117
 KB1117.The dynamic height is computed by dividing the NAVD 88
 KB1117.geopotential number by the normal gravity value computed on the
 KB1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1117.degrees latitude (g = 980.6199 gals.).
 KB1117
 KB1117.The modeled gravity was interpolated from observed gravity values.
 KB1117
 KB1117;                    North         East     Units Scale Factor Converg.
 KB1117;SPC IL E     -   355,715.085   247,581.760   MT  1.00000881   -0 23 34.0
 KB1117;SPC IL E     - 1,167,041.91    812,274.49   sFT  1.00000881   -0 23 34.0
 KB1117;SPC IL W     -   356,236.538   804,428.431   MT  1.00007538   +0 46 57.2
 KB1117;SPC IL W     - 1,168,752.71  2,639,195.61   sFT  1.00007538   +0 46 57.2
 KB1117;UTM  16      - 4,415,109.986   333,566.899   MT  0.99994102   -1 14 52.0
 KB1117
 KB1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1117!SPC IL E     -   0.99997244  x   1.00000881  =   0.99998125
 KB1117!SPC IL W     -   0.99997244  x   1.00007538  =   1.00004781
 KB1117!UTM  16      -   0.99997244  x   0.99994102  =   0.99991346
 KB1117
 KB1117                          SUPERSEDED SURVEY CONTROL
 KB1117
 KB1117  NAD 83(1986)-  39 52 11.00612(N)    088 56 45.68162(W) AD(       ) 2
 KB1117  NAD 27      -  39 52 10.87580(N)    088 56 45.41090(W) AD(       ) 2
 KB1117  NGVD 29 (07/19/86)  208.00   (m)          682.4    (f) LEVELING    3  
 KB1117
 KB1117.Superseded values are not recommended for survey control.
 KB1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1117.See file dsdata.txt to determine how the superseded data were derived.
 KB1117
 KB1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3356715110(NAD 83)
 KB1117_MARKER: DS = TRIANGULATION STATION DISK
 KB1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1117_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1117+STABILITY: SURFACE MOTION
 KB1117
 KB1117  HISTORY     - Date     Condition        Report By
 KB1117  HISTORY     - 1920     MONUMENTED       CGS
 KB1117  HISTORY     - 1959     MARK NOT FOUND   CGS
 KB1117  HISTORY     - 1972     MARK NOT FOUND   ILDT
 KB1117
 KB1117                          STATION DESCRIPTION
 KB1117
 KB1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KB1117'STATION IS ABOUT 1 MILE N OF DECATUR, ON THE W SIDE OF THE ILLINOIS
 KB1117'CENTRAL RAILROAD TRACK, 50 YARDS S OF THE ILLINOIS
 KB1117'TRACTION SYSTEM CROSSING UNDER THE ILLINOIS CENTRAL RAILROAD, IN THE
 KB1117'UPPER END OF THE RAILROAD YARDS. THE SURFACE AND UNDERGROUND
 KB1117'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KB1117'THERE IS NO REFERENCE MARK. THE ELEVATION OF THE
 KB1117'STATION MARK IS 208.183 METERS, 683.014 FEET.
 KB1117
 KB1117                          STATION RECOVERY (1959)
 KB1117
 KB1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RLS)
 KB1117'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 KB1117
 KB1117                          STATION RECOVERY (1972)
 KB1117
 KB1117'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 KB1117'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1118 ***********************************************************************
 NH1118  DESIGNATION -  HICKORY
 NH1118  PID         -  NH1118
 NH1118  STATE/COUNTY-  IL/MCHENRY
 NH1118  USGS QUAD   -  HUNTLEY (1992)
 NH1118
 NH1118                         *CURRENT SURVEY CONTROL
 NH1118  ___________________________________________________________________
 NH1118* NAD 83(1997)-  42 10 57.70209(N)    088 28 36.21962(W)     ADJUSTED  
 NH1118* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 NH1118  ___________________________________________________________________
 NH1118  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 NH1118  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NH1118
 NH1118  HORZ ORDER  -  SECOND
 NH1118
 NH1118.The horizontal coordinates were established by classical geodetic methods
 NH1118.and adjusted by the National Geodetic Survey in October 1999..
 NH1118
 NH1118.The orthometric height was scaled from a topographic map.
 NH1118
 NH1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1118
 NH1118.The geoid height was determined by GEOID03.
 NH1118
 NH1118;                    North         East     Units Scale Factor Converg.
 NH1118;SPC IL E     -   612,404.916   288,154.008   MT  0.99997673   -0 05 46.6
 NH1118;SPC IL E     - 2,009,198.46    945,385.27   sFT  0.99997673   -0 05 46.6
 NH1118;UTM  16      - 4,671,116.385   378,050.025   MT  0.99978299   -0 59 30.3
 NH1118
 NH1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1118!SPC IL E     -   0.99996198  x   0.99997673  =   0.99993871
 NH1118!UTM  16      -   0.99996198  x   0.99978299  =   0.99974498
 NH1118
 NH1118:                Primary Azimuth Mark                     Grid Az
 NH1118:SPC IL E     -  HUNTLEY UNION MACHINE CO TANK            109 24 59.7
 NH1118:UTM  16      -  HUNTLEY UNION MACHINE CO TANK            110 18 43.4
 NH1118
 NH1118|---------------------------------------------------------------------|
 NH1118| PID    Reference Object                     Distance      Geod. Az  |
 NH1118|                                                           dddmmss.s |
 NH1118| NH1117 HUNTLEY UNION MACHINE CO TANK       APPROX. 4.1 KM 1091913.1 |
 NH1118| NH1119 HUNTLEY MUNICIPAL TANK              APPROX. 4.6 KM 1114107.2 |
 NH1118| NH1120 HUNTLEY H D CATTY CORP STK          APPROX. 4.6 KM 1124812.5 |
 NH1118| CI9748 HICKORY AZ MK                                      1242858.6 |
 NH1118| CI9749 HICKORY RM 1                         17.866 METERS 17743     |
 NH1118| CI9750 HICKORY RM 2                         24.309 METERS 26845     |
 NH1118|---------------------------------------------------------------------|
 NH1118
 NH1118                          SUPERSEDED SURVEY CONTROL
 NH1118
 NH1118  NAD 83(1997)-  42 10 57.70094(N)    088 28 36.22091(W) AD(       ) 2
 NH1118  NAD 83(1986)-  42 10 57.70186(N)    088 28 36.22828(W) AD(       ) 2
 NH1118  NAD 27      -  42 10 57.61630(N)    088 28 35.91680(W) AD(       ) 2
 NH1118
 NH1118.Superseded values are not recommended for survey control.
 NH1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1118.See file dsdata.txt to determine how the superseded data were derived.
 NH1118
 NH1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7805071116(NAD 83)
 NH1118_MARKER: DS = TRIANGULATION STATION DISK
 NH1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1118
 NH1118  HISTORY     - Date     Condition        Report By
 NH1118  HISTORY     - 1954     MONUMENTED       CGS
 NH1118  HISTORY     - 1966     GOOD             CGS
 NH1118  HISTORY     - 1989     GOOD             USPSQD
 NH1118
 NH1118                          STATION DESCRIPTION
 NH1118
 NH1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1118'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF HUNTLEY AND
 NH1118'IS ON ROAD RIGHT-OF-WAY.  IT IS 201 FEET NORTHWEST OF THE
 NH1118'INTERSECTION OF A PAVED ROAD AND A GRAVEL ROAD EAST, 32
 NH1118'FEET SOUTH OF A 10 INCH HICKORY TREE WITH A TRIANGLE BLAZE
 NH1118'ON THE SOUTH SIDE, 29 FEET NORTH OF THE CENTER OF A GRAVEL
 NH1118'ROAD, 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 NH1118'FLUSH AND THE DISK IS STAMPED HICKORY 1954.
 NH1118'
 NH1118'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF THE
 NH1118'GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS
 NH1118'FLUSH AND THE DISK IS STAMPED HICKORY NO 1 1954.
 NH1118'
 NH1118'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF THE
 NH1118'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 NH1118'IS FLUSH AND THE DISK IS STAMPED HICKORY NO 2 1954.
 NH1118'
 NH1118'AZIMUTH MARK IS 34 FEET EAST OF THE CENTER OF A PAVED ROAD, 3
 NH1118'FEET NORTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A WHITE
 NH1118'WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MARK PROJECTS
 NH1118'2 INCHES AND THE DISK IS STAMPED HICKORY 1954.
 NH1118'
 NH1118'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 NH1118'47 AND A RAILROAD CROSSING IN THE WEST SECTION OF HUNTLEY,
 NH1118'GO SOUTH ON HIGHWAY 47 FOR ABOUT 150 FEET TO A PAVED CROSSROAD,
 NH1118'TURN RIGHT AND GO WEST ON PAVED ROAD FOR 2.55 MILES TO THE
 NH1118'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTHWEST
 NH1118'ON PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT AND THE STATION
 NH1118'201 FEET NORTHWEST OF THE INTERSECTION AS DESCRIBED.
 NH1118'
 NH1118'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1118
 NH1118                          STATION RECOVERY (1966)
 NH1118
 NH1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1118'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 NH1118'FOUND IN GOOD CONDITION AT THIS TIME.  THE DESCRIPTION IS
 NH1118'GOOD WITH THE BELOW CHANGES.
 NH1118'
 NH1118'THE STATION MARK IS 1 FOOT SOUTH OF A FENCE AND 1 FOOT WEST
 NH1118'OF A METAL WITNESS POST.
 NH1118'
 NH1118'THE AZIMUTH MARK IS 35 FEET NORTHWEST OF THE NORTHWEST END
 NH1118'OF A 12 INCH METAL CULVERT UNDER ROAD LEADING INTO A FIELD
 NH1118'AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST.
 NH1118
 NH1118                          STATION RECOVERY (1989)
 NH1118
 NH1118'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1456 ***********************************************************************
 HB1456  DESIGNATION -  HICKORY
 HB1456  PID         -  HB1456
 HB1456  STATE/COUNTY-  IL/GALLATIN
 HB1456  USGS QUAD   -  EQUALITY (1996)
 HB1456
 HB1456                         *CURRENT SURVEY CONTROL
 HB1456  ___________________________________________________________________
 HB1456* NAD 83(1997)-  37 44 17.17035(N)    088 17 26.68997(W)     ADJUSTED  
 HB1456* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 HB1456  ___________________________________________________________________
 HB1456  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 HB1456  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HB1456
 HB1456  HORZ ORDER  -  SECOND
 HB1456
 HB1456.The horizontal coordinates were established by classical geodetic methods
 HB1456.and adjusted by the National Geodetic Survey in October 1999..
 HB1456
 HB1456.The orthometric height was scaled from a topographic map.
 HB1456
 HB1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1456
 HB1456.The geoid height was determined by GEOID03.
 HB1456
 HB1456;                    North         East     Units Scale Factor Converg.
 HB1456;SPC IL E     -   118,907.423   303,753.613   MT  0.99997517   +0 01 33.8
 HB1456;SPC IL E     -   390,115.44    996,564.98   sFT  0.99997517   +0 01 33.8
 HB1456;UTM  16      - 4,177,541.768   386,271.575   MT  0.99975931   -0 47 24.3
 HB1456
 HB1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1456!SPC IL E     -   0.99998413  x   0.99997517  =   0.99995930
 HB1456!UTM  16      -   0.99998413  x   0.99975931  =   0.99974345
 HB1456
 HB1456:                Primary Azimuth Mark                     Grid Az
 HB1456:SPC IL E     -  RIDGWAY ST JOSEPH CATH CH                020 14 10.9
 HB1456:UTM  16      -  RIDGWAY ST JOSEPH CATH CH                021 03 09.0
 HB1456
 HB1456|---------------------------------------------------------------------|
 HB1456| PID    Reference Object                     Distance      Geod. Az  |
 HB1456|                                                           dddmmss.s |
 HB1456| HB1473 RIDGWAY ST JOSEPH CATH CH           APPROX. 7.0 KM 0201544.7 |
 HB1456| CI3805 HICKORY AZ MK                                      0480647.3 |
 HB1456| CI3806 HICKORY AZ MK RESET                                0481258.4 |
 HB1456| CI3807 HICKORY RM 1                         14.291 METERS 24615     |
 HB1456| HB1455 EQUALITY MUNICIPAL TANK             APPROX. 4.4 KM 2663307.4 |
 HB1456| CI3808 HICKORY RM 2                         14.975 METERS 32342     |
 HB1456|---------------------------------------------------------------------|
 HB1456
 HB1456                          SUPERSEDED SURVEY CONTROL
 HB1456
 HB1456  NAD 83(1997)-  37 44 17.17268(N)    088 17 26.69027(W) AD(       ) 2
 HB1456  NAD 83(1997)-  37 44 17.17432(N)    088 17 26.68990(W) AD(       ) 2
 HB1456  NAD 83(1986)-  37 44 17.18104(N)    088 17 26.69179(W) AD(       ) 2
 HB1456  NAD 27      -  37 44 17.01280(N)    088 17 26.54705(W) AD(       ) 2
 HB1456
 HB1456.Superseded values are not recommended for survey control.
 HB1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1456.See file dsdata.txt to determine how the superseded data were derived.
 HB1456
 HB1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8627277542(NAD 83)
 HB1456_MARKER: DS = TRIANGULATION STATION DISK
 HB1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1456
 HB1456  HISTORY     - Date     Condition        Report By
 HB1456  HISTORY     - 1957     MONUMENTED       CGS
 HB1456  HISTORY     - 1969     GOOD             ILHD
 HB1456  HISTORY     - 1971     GOOD             USAF
 HB1456
 HB1456                          STATION DESCRIPTION
 HB1456
 HB1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1456'THE STATION IS ABOUT 4.0 MILES SOUTH OF RIDGWAY AND 3.0 MI. EAST OF
 HB1456'EQUALITY ON PROPERTY OWNED BY MRS. CORA LOENBERGER.  IT IS 100 FEET
 HB1456'NORTHEAST OF THE NORTHWEST CORNER OF A RED BRICK HOUSE, 60 FEET
 HB1456'NORTHWEST OF A 12 INCH MAPLE TREE, 15 FEET EAST OF THE CENTERLINE
 HB1456'OF A GRAVELED DRIVEWAY, 4 FEET SOUTH OF A WHITE WITNESS POST AND 1
 HB1456'FOOT WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK
 HB1456'IS STAMPED HICKORY 1957.
 HB1456'
 HB1456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 13
 HB1456'ABOUT 3.0 MILES EAST OF EQUALITY, GO WEST ON HIGHWAY 13 FOR 0.25
 HB1456'MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 HB1456'GRAVELED DRIVEWAY FOR 0.1 MILE TO THE STATION ON THE LEFT.
 HB1456'
 HB1456'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 HB1456'13, GO NORTH ON HIGHWAY 1 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 HB1456'
 HB1456'REFERENCE MARK 1 IS 62 FEET NORTH OF THE NORTHWEST CORNER OF THE
 HB1456'HOUSE, 17 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 15 FEET
 HB1456'NORTHEAST OF A 12 INCH LOCUST TREE AND 1 FOOT EAST OF A WIRE FENCE.
 HB1456'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HICKORY NO 1 1957.
 HB1456'
 HB1456'REFERENCE MARK 2 IS 16 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 HB1456'ROAD AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT IS FLUSH AND
 HB1456'THE DISK IS STAMPED HICKORY NO 2 1957.
 HB1456'
 HB1456'THE AZIMUTH MARK IS ON THE EAST EDGE OF HIGHWAY RIGHT-OF-WAY, 41 FEET
 HB1456'EAST OF THE CENTERLINE OF HIGHWAY 1, 1 FOOT SOUTH OF A COMBINED
 HB1456'POWER LINE AND TELEPHONE POLE AND 2 FEET SOUTHEAST OF A WHITE WITNESS
 HB1456'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HICKORY 1957.
 HB1456'
 HB1456'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HB1456
 HB1456                          STATION RECOVERY (1969)
 HB1456
 HB1456'RECOVERY NOTE BY IL HIGHWAY DEPT 1969
 HB1456'STATION WAS RECOVERED IN GOOD CONDITION AND ALL MARKS WERE FOUND IN
 HB1456'GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH MARK, SO
 HB1456'A NEW AZIMUTH MARK WAS ESTABLISHED.  THE OLD AZIMUTH MARK WAS
 HB1456'DESTROYED.  THE ORIGINAL DESCRIPTION IS COMPLETE EXCEPT THE WIRE
 HB1456'FENCE 1 FOOT EAST OF THE STATION HAS BEEN REMOVED AND THE LOCUST TREE
 HB1456'15 FEET SOUTHWEST OF REFERENCE MARK NO. 1 HAS BEEN CUT DOWN.
 HB1456'NEW REFERENCE MEASUREMENTS FOR THE AZIMUTH MARK FOLLOW.
 HB1456'
 HB1456'AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION, 53 FEET EAST OF
 HB1456'THE CENTERLINE OF STATE HIGHWAY 1, 4 FEET NORTH OF A POWER POLE, AND
 HB1456'4 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS STAMPED HICKORY
 HB1456'1957 1968.
 HB1456'
 HB1456'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 1 AND
 HB1456'13 ABOUT 3 MILES EAST OF EQUALITY, GO NORTH ON STATE HIGHWAY 1 FOR
 HB1456'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HB1456'
 HB1456'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 HB1456'
 HB1456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-4 MILES SOUTH OF
 HB1456'RIDGWAY
 HB1456
 HB1456                          STATION RECOVERY (1971)
 HB1456
 HB1456'RECOVERY NOTE BY US AIR FORCE 1971
 HB1456'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HB1456'CONDITION AS DESCRIBED.  AT INTERSECTION OF ILL.  13 AND ILL. 1, GO
 HB1456'SOUTH ON ILL. 1 0.15 MILE TO A CROSSROADS.  TURN RIGHT AND GO 0.25
 HB1456'MILE TO GRAVEL DRIVE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1726 ***********************************************************************
 JB1726  DESIGNATION -  HICKORY
 JB1726  PID         -  JB1726
 JB1726  STATE/COUNTY-  IL/WAYNE
 JB1726  USGS QUAD   -  SHIELDS (1973)
 JB1726
 JB1726                         *CURRENT SURVEY CONTROL
 JB1726  ___________________________________________________________________
 JB1726* NAD 83(1997)-  38 26 05.94725(N)    088 41 22.14987(W)     ADJUSTED  
 JB1726* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 JB1726  ___________________________________________________________________
 JB1726  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JB1726  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB1726
 JB1726  HORZ ORDER  -  SECOND
 JB1726
 JB1726.The horizontal coordinates were established by classical geodetic methods
 JB1726.and adjusted by the National Geodetic Survey in October 1999..
 JB1726
 JB1726.The orthometric height was scaled from a topographic map.
 JB1726
 JB1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1726
 JB1726.The geoid height was determined by GEOID03.
 JB1726
 JB1726;                    North         East     Units Scale Factor Converg.
 JB1726;SPC IL E     -   196,317.356   268,904.636   MT  0.99998690   -0 13 17.0
 JB1726;SPC IL E     -   644,084.53    882,231.29   sFT  0.99998690   -0 13 17.0
 JB1726;UTM  16      - 4,255,430.998   352,543.173   MT  0.99986778   -1 03 01.5
 JB1726
 JB1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1726!SPC IL E     -   0.99997846  x   0.99998690  =   0.99996536
 JB1726!UTM  16      -   0.99997846  x   0.99986778  =   0.99984624
 JB1726
 JB1726:                Primary Azimuth Mark                     Grid Az
 JB1726:SPC IL E     -  HICKORY AZ MK                            063 15 56.3
 JB1726:UTM  16      -  HICKORY AZ MK                            064 05 40.8
 JB1726
 JB1726|---------------------------------------------------------------------|
 JB1726| PID    Reference Object                     Distance      Geod. Az  |
 JB1726|                                                           dddmmss.s |
 JB1726| CI3809 HICKORY AZ MK                                      0630239.3 |
 JB1726| CI3810 HICKORY RM 1                         18.478 METERS 12930     |
 JB1726| CI3811 HICKORY RM 2                         18.212 METERS 22915     |
 JB1726|---------------------------------------------------------------------|
 JB1726
 JB1726                          SUPERSEDED SURVEY CONTROL
 JB1726
 JB1726  NAD 83(1997)-  38 26 05.96035(N)    088 41 22.14772(W) AD(       ) 2
 JB1726  NAD 83(1986)-  38 26 05.96127(N)    088 41 22.14833(W) AD(       ) 2
 JB1726  NAD 27      -  38 26 05.78612(N)    088 41 21.94505(W) AD(       ) 2
 JB1726
 JB1726.Superseded values are not recommended for survey control.
 JB1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1726.See file dsdata.txt to determine how the superseded data were derived.
 JB1726
 JB1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5254355431(NAD 83)
 JB1726_MARKER: DS = TRIANGULATION STATION DISK
 JB1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1726
 JB1726  HISTORY     - Date     Condition        Report By
 JB1726  HISTORY     - 1961     MONUMENTED       CGS
 JB1726
 JB1726                          STATION DESCRIPTION
 JB1726
 JB1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1726'THE STATION IS ABOUT 8 MILES NORTHWEST OF WAYNE CITY, ABOUT 6 MILES
 JB1726'SOUTHWEST OF ORCHARDVILLE,
 JB1726'ON THE PROPERTY OF MR HUBERT SILLIS AND IS IN THE
 JB1726'SOUTHEAST 0.25 OF SECTION 18, T 1
 JB1726'S, R 5 E.  IT IS SET IN A PASTURE
 JB1726'FIELD NEAR THE SOUTHWEST CORNER, 111 FEET EAST OF A
 JB1726'WIRE FENCE, 60
 JB1726'FEET NORTHWEST OF A WITNESS POST, 47 FEET NORTHWEST OF AN 8 INCH TREE
 JB1726'AND 38 FEET NORTH
 JB1726'OF A WIRE FENCE.  THE MONUMENT IS 16 INCHES
 JB1726'UNDERGROUND AND THE DISK IS STAMPED
 JB1726'HICKORY 1961.
 JB1726'
 JB1726'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 142 AND 15 IN WAYNE
 JB1726'CITY, GO WEST ON STATE
 JB1726'HIGHWAY 15 FOR 3.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 JB1726'NORTH ON A GRAVELED ROAD
 JB1726'FOR 3.1 MILES TO A T-ROAD.  TURN LEFT AND GO
 JB1726'WEST AND NORTH ON A MAIN TRAVELED, GRAVELED
 JB1726'ROAD, FOR 1.75 MILES TO A
 JB1726'T-ROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE
 JB1726'TO A SIDE ROAD
 JB1726'RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.75
 JB1726'MILE TO T-ROAD.  TURN LEFT
 JB1726'AND GO WEST AND NORTH ON A GRAVELED ROAD
 JB1726'FOR 1.45 MILES TO A CROSSROAD.  TURN LEFT AND
 JB1726'GO WEST ON A GRAVELED
 JB1726'ROAD FOR 1.3 MILES TO A SIDE ROAD LEFT.  CONTINUE WEST AND NORTH
 JB1726'ON THE GRAVELED
 JB1726'ROAD FOR 0.3 MILE TO A TRACK ROAD LEFT.  TURN SHARP LEFT
 JB1726'AND GO SOUTHWEST ON THE TRACK
 JB1726'ROAD FOR 0.1 MILE TO A WIRE GATE.  PASS
 JB1726'THROUGH GATE AND CONTINUE SOUTHWEST ON THE TRACK
 JB1726'ROAD FOR 0.05 MILE
 JB1726'TO A Y-FORK.  KEEP LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.1 MILE
 JB1726'TO ANOTHER WIRE
 JB1726'GATE.  PASS THROUGH GATE AND GO SOUTH ON THE TRACK ROAD
 JB1726'FOR ABOUT 100 FEET TO A Y-FORK.
 JB1726'KEEP RIGHT AND GO SOUTH ON A TRACK
 JB1726'ROAD FOR 0.1 MILE TO AN EAST-WEST FENCE LINE.
 JB1726'TURN RIGHT AND GO WEST
 JB1726'ALONG THE NORTH SIDE OF THE FENCE LINE FOR 0.15 MILE TO THE
 JB1726'STATION.
 JB1726'
 JB1726'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ALONG THE SOUTH
 JB1726'SIDE OF AN EAST-WEST FENCE
 JB1726'LINE FOR 0.15 MILE TO THE AZIMUTH MARK.
 JB1726'
 JB1726'REFERENCE MARK 1 IS 73 FEET EAST OF THE 8 INCH TREE, 2 FEET EAST OF A
 JB1726'WITNESS POST AND 6 INCHES
 JB1726'NORTH OF THE WIRE FENCE.  THE MONUMENT IS FLUSH AND
 JB1726'THE DISK IS STAMPED HICKORY NO 1 1961.
 JB1726'
 JB1726'REFERENCE MARK 2 IS 64 FEET EAST OF A FENCE CORNER, 91 FEET WEST OF
 JB1726'THE WITNESS POST, 20 FEET
 JB1726'WEST OF THE 8 INCH TREE AND 6 INCHES NORTH OF THE WIRE
 JB1726'FENCE.  THE MONUMENT PROJECTS 3
 JB1726'INCHES AND THE DISK IS STAMPED
 JB1726'HICKORY NO 2 1961.
 JB1726'
 JB1726'THE AZIMUTH MARK IS I8 FEET NORTHWEST OF A FENCE CORNER, 13 FEET WEST
 JB1726'OF A T-FENCE CORNER, 2
 JB1726'FEET EAST OF A WITNESS POST AND 6 INCHES SOUTH OF A
 JB1726'WIRE FENCE.  THE MONUMENT PROJECTS 4
 JB1726'INCHES AND THE DISK IS STAMPED HICKORY 1961.
 JB1726'
 JB1726'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5206 ***********************************************************************
 AA5206  DESIGNATION -  HICKORY RESET
 AA5206  PID         -  AA5206
 AA5206  STATE/COUNTY-  IL/WILL
 AA5206  USGS QUAD   -  FRANKFORT (1990)
 AA5206
 AA5206                         *CURRENT SURVEY CONTROL
 AA5206  ___________________________________________________________________
 AA5206* NAD 83(1997)-  41 24 48.31247(N)    087 46 00.07620(W)     ADJUSTED  
 AA5206* NAVD 88     -       254.18   (+/-2cm)     833.9    (feet)  VERTCON   
 AA5206  ___________________________________________________________________
 AA5206  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 AA5206  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AA5206
 AA5206  HORZ ORDER  -  SECOND
 AA5206  VERT ORDER  -  THIRD ? (See Below)
 AA5206
 AA5206.The horizontal coordinates were established by classical geodetic methods
 AA5206.and adjusted by the National Geodetic Survey in October 1999..
 AA5206
 AA5206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5206.The vertical order pertains to the NGVD 29 superseded value.
 AA5206
 AA5206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5206
 AA5206.The geoid height was determined by GEOID03.
 AA5206
 AA5206;                    North         East     Units Scale Factor Converg.
 AA5206;SPC IL E     -   527,109.189   347,374.602   MT  1.00000261   +0 22 29.4
 AA5206;SPC IL E     - 1,729,357.40  1,139,678.17   sFT  1.00000261   +0 22 29.4
 AA5206;UTM  16      - 4,584,935.861   435,924.714   MT  0.99965053   -0 30 25.8
 AA5206
 AA5206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5206!SPC IL E     -   0.99996534  x   1.00000261  =   0.99996795
 AA5206!UTM  16      -   0.99996534  x   0.99965053  =   0.99961588
 AA5206
 AA5206|---------------------------------------------------------------------|
 AA5206| PID    Reference Object                     Distance      Geod. Az  |
 AA5206|                                                           dddmmss.s |
 AA5206| CM3664 HICKORY RM 6                         10.455 METERS 00733     |
 AA5206| CM3663 HICKORY RM 5                          6.125 METERS 16807     |
 AA5206| ME1585 HICKORY RM 1                          9.182 METERS 18526     |
 AA5206| CM3661 HICKORY RM 3                          6.710 METERS 19353     |
 AA5206| CM3660 HICKORY AZ MK                                      2633842.2 |
 AA5206| CM3662 HICKORY RM 4                          9.430 METERS 35552     |
 AA5206| ME1583 HICKORY RM 2                          9.437 METERS 35602     |
 AA5206|---------------------------------------------------------------------|
 AA5206
 AA5206                          SUPERSEDED SURVEY CONTROL
 AA5206
 AA5206  NAD 83(1997)-  41 24 48.31247(N)    087 46 00.07621(W) AD(       ) 2
 AA5206  NAD 83(1986)-  41 24 48.31539(N)    087 46 00.08445(W) AD(       ) 2
 AA5206  NGVD 29 (07/19/86)  254.27   (m)          834.2    (f) LEVELING    3  
 AA5206
 AA5206.Superseded values are not recommended for survey control.
 AA5206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5206.See file dsdata.txt to determine how the superseded data were derived.
 AA5206
 AA5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3592584936(NAD 83)
 AA5206_MARKER: DS = TRIANGULATION STATION DISK
 AA5206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA5206_STAMPING: HICKORY 1959 1967
 AA5206_PROJECTION: PROJECTING 5 CENTIMETERS
 AA5206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5206+STABILITY: SURFACE MOTION
 AA5206
 AA5206  HISTORY     - Date     Condition        Report By
 AA5206  HISTORY     - 1967     MONUMENTED       CGS
 AA5206  HISTORY     - 1973     GOOD             ILHD
 AA5206  HISTORY     - 1975     GOOD             NGS
 AA5206
 AA5206                          STATION DESCRIPTION
 AA5206
 AA5206'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 AA5206'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE FOUND WITH THE
 AA5206'TOP PORTION BROKEN
 AA5206'OFF AND THE DISK GONE.  REFERENCE MARK 1 WAS FOUND
 AA5206'UPROOTED AND THE DISK GONE.  THE
 AA5206'UNDERGROUND STATION MARK WAS FOUND IN
 AA5206'GOOD CONDITION AND A NEW SURFACE MARK AND 2 NEW
 AA5206'REFERENCE MARKS WERE
 AA5206'SET.  A NEW DESCRIPTION FOLLOWS.
 AA5206'
 AA5206'STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF MONEE.  IT IS 150 FEET
 AA5206'NORTH OF THE
 AA5206'CENTERLINE OF A GRAVELED DRIVEWAY EAST, 51 FEET EAST OF A POWER
 AA5206'POLE, 31 FEET EAST OF THE
 AA5206'CENTERLINE OF A GRAVELED ROAD AND 5 FEET EAST
 AA5206'OF A METAL WITNESS POST AND WIRE FENCE.  THE
 AA5206'MONUMENT PROJECTS 2 INCHES
 AA5206'AND THE DISK IS STAMPED HICKORY 1959 1967.
 AA5206'
 AA5206'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND U.S.
 AA5206'HIGHWAY 54 IN
 AA5206'MONEE, GO SOUTH ON HIGHWAY 54 FOR 0.5 MILE TO A SIDE ROAD
 AA5206'RIGHT (JUST BEFORE A CONCRETE
 AA5206'OVERPASS) TURN RIGHT AND GO WEST ON THE
 AA5206'GRAVELED ROAD FOR 1.0 MILE TO A GRAVELED
 AA5206'CROSSROAD.  TURN RIGHT AND GO
 AA5206'NORTH FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 AA5206'
 AA5206'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD CONTINUE WEST ON THE
 AA5206'ROAD FOR 0.8 MILE
 AA5206'TO THE AZIMUTH MARK ON THE LEFT.
 AA5206'
 AA5206'REFERENCE MARK 3 IS 128 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY,
 AA5206'42 FEET SOUTHEAST
 AA5206'OF THE POWER POLE, 22 FEET SOUTH OF THE METAL
 AA5206'WITNESS POST AND 20 FEET EAST OF THE
 AA5206'CENTERLINE OF THE ROAD.  THE MONUMENT
 AA5206'PROJECTS 3 INCHES AND THE DISK IS STAMPED HICKORY NO 3
 AA5206'1959 1967.
 AA5206'
 AA5206'REFERENCE MARK 4 IS 31 FEET NORTH OF THE METAL WITNESS POST AND
 AA5206'22 FEET EAST OF
 AA5206'THE CENTERLINE OF THE ROAD.  THE MONUMENT IS FLUSH AND THE
 AA5206'DISK IS STAMPED HICKORY NO 4 1959
 AA5206'1967.
 AA5206'
 AA5206'THE AZIMUTH MARK FOUND AS DESCRIBED AND 1 FOOT NORTH OF A METAL
 AA5206'WITNESS POST.
 AA5206'
 AA5206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 AA5206'SOUTHWEST OF MONEE
 AA5206'
 AA5206'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET
 AA5206
 AA5206                          STATION RECOVERY (1973)
 AA5206
 AA5206'RECOVERY NOTE BY IL HIGHWAY DEPT 1973 (FAW)
 AA5206'HICKORY 1959, 1967 GOOD DESCRIPTION OK.
 AA5206'HICKORY NO. 3
 AA5206'1959, 1967 GOOD.
 AA5206'HICKORY NO. 4 1959, 1967
 AA5206'DESTROYED, DISK WAS NOT RECOVERED
 AA5206'(AZI. MK.) HICKORY 1959 GOOD
 AA5206'
 AA5206'HICKORY 1959, 1967 AND HICKORY NO. 3 1959, 1967 SHOULD BE MOVED DUE
 AA5206'TO NEW GRADING.  HICKORY NO. 4
 AA5206'1959, 1967 IS DESTROYED, THE TOP OF THE POST HAS BEEN BROKEN OFF
 AA5206'APPARENTLY BY THE NEW GRADING.
 AA5206'
 AA5206'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES WEST-SOUTHWEST
 AA5206'OF MONEE
 AA5206
 AA5206                          STATION RECOVERY (1975)
 AA5206
 AA5206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AA5206'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 AA5206'FOUND.  THE MARKS WERE IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 AA5206'LOOSE IN THE GROUND AND WAS PROJECTING ABOUT 15 INCHES.  THE
 AA5206'DISTANCE CHECKED THE 1959 DATA, BUT THE DIRECTION TO THE MARK WAS
 AA5206'GREATER BY 2 MINUTES 39 SECONDS.  REFERENCE MARK 4 WAS DESTROYED
 AA5206'BY ROAD CONSTRUCTION.  REFERENCE MARKS 5 AND 6 WAS
 AA5206'ESTABLISHED.  DUE TO MAJOR ROAD CHANGES A NEW DESCRIPTION FOLLOWS.
 AA5206'
 AA5206'THE STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF MONEE, ON THE EAST
 AA5206'SIDE OF ROSELAND AVE.  IT IS 153 FEET NORTH OF A GRAVELED ROAD,
 AA5206'52 FEET EAST OF A POWER POLE, 24 FEET EAST OF THE CENTERLINE OF THE
 AA5206'PAVED ROAD, 5 FEET WEST OF A FENCELINE AND 1 FOOT NORTH OF A METAL
 AA5206'WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 AA5206'STAMPED HICKORY 1959 1967.
 AA5206'
 AA5206'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND STATE
 AA5206'HIGHWAY 50 IN MONEE, GO NORTH ON HIGHWAY 50 FOR 0.6 MILE TO A SIDE
 AA5206'ROAD LEFT.  TURN LEFT AND GO WEST ON MONEE-MANHATTAN RD. FOR 0.95
 AA5206'MILE TO THE OVERPASS OF INTERSTATE HIGHWAY 57.  CONTINUE WEST ON
 AA5206'THE ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 AA5206'ROSELAND AVE. FOR 0.9 MILE TO THE STATION ON THE LEFT, EAST SIDE
 AA5206'OF THE ROAD AS DESCRIBED.
 AA5206'
 AA5206'REFERENCE MARK 5 IS 133 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 AA5206'DRIVE, 29 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1 FOOT WEST
 AA5206'OF THE FENCELINE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 AA5206'STAMPED HICKORY 1959 1967 NO 5 1975.
 AA5206'
 AA5206'REFERENCE MARK 6 IS 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 1
 AA5206'FOOT WEST OF THE FENCELINE, 1 FOOT NORTHWEST OF A 5X7 INCH FENCE
 AA5206'POST AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 AA5206'PROJECTS 1 INCH AND THE DISK IS STAMPED HICKORY 1959 1967 NO 6
 AA5206'1975.
 AA5206'
 AA5206'THE AZIMUTH MARK IS 136 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 AA5206'25 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD AND 2 FEET
 AA5206'NORTHEAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES
 AA5206'AND THE DISK IS STAMPED HICKORY 1959.
 AA5206'
 AA5206'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE PAVED
 AA5206'ROAD FOR 0.1 MILE.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.8
 AA5206'MILE TO THE MARK ON THE LEFT AND IN THE NORTHEAST EDGE OF A LAWN.
 AA5206'
 AA5206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 AA5206'SOUTHWEST OF MONEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1459 ***********************************************************************
 HB1459  DESIGNATION -  HICKS
 HB1459  PID         -  HB1459
 HB1459  STATE/COUNTY-  IL/HARDIN
 HB1459  USGS QUAD   -  KARBERS RIDGE (1996)
 HB1459
 HB1459                         *CURRENT SURVEY CONTROL
 HB1459  ___________________________________________________________________
 HB1459* NAD 83(1997)-  37 32 34.06851(N)    088 22 13.15743(W)     ADJUSTED  
 HB1459* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 HB1459  ___________________________________________________________________
 HB1459  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 HB1459  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HB1459
 HB1459  HORZ ORDER  -  FIRST
 HB1459
 HB1459.The horizontal coordinates were established by classical geodetic methods
 HB1459.and adjusted by the National Geodetic Survey in October 1999..
 HB1459
 HB1459.The orthometric height was scaled from a topographic map.
 HB1459
 HB1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1459
 HB1459.The geoid height was determined by GEOID03.
 HB1459
 HB1459;                    North         East     Units Scale Factor Converg.
 HB1459;SPC IL E     -    97,230.795   296,731.253   MT  0.99997513   -0 01 21.1
 HB1459;SPC IL E     -   318,998.03    973,525.79   sFT  0.99997513   -0 01 21.1
 HB1459;UTM  16      - 4,155,971.566   378,943.343   MT  0.99978051   -0 50 06.4
 HB1459
 HB1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1459!SPC IL E     -   0.99997260  x   0.99997513  =   0.99994774
 HB1459!UTM  16      -   0.99997260  x   0.99978051  =   0.99975312
 HB1459
 HB1459|---------------------------------------------------------------------|
 HB1459| PID    Reference Object                     Distance      Geod. Az  |
 HB1459|                                                           dddmmss.s |
 HB1459| CI3812 HICKS RM 1                           27.216 METERS 08707     |
 HB1459| HB1450 ROCK CREEK                          APPROX.14.7 KM 0960425.1 |
 HB1459| HB1449 PETERS CREEK LOOKOUT TOWER          APPROX.12.2 KM 1052225.2 |
 HB1459| CI3814 HICKS RM 3                          124.660 METERS 10525     |
 HB1459| CI3813 HICKS RM 2                           22.944 METERS 20857     |
 HB1459|---------------------------------------------------------------------|
 HB1459
 HB1459                          SUPERSEDED SURVEY CONTROL
 HB1459
 HB1459  NAD 83(1997)-  37 32 34.07032(N)    088 22 13.15656(W) AD(       ) 1
 HB1459  NAD 83(1997)-  37 32 34.07257(N)    088 22 13.15755(W) AD(       ) 1
 HB1459  NAD 83(1986)-  37 32 34.07919(N)    088 22 13.16086(W) AD(       ) 1
 HB1459  NAD 27      -  37 32 33.90282(N)    088 22 13.01970(W) AD(       ) 1
 HB1459
 HB1459.Superseded values are not recommended for survey control.
 HB1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1459.See file dsdata.txt to determine how the superseded data were derived.
 HB1459
 HB1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7894355972(NAD 83)
 HB1459_MARKER: DS = TRIANGULATION STATION DISK
 HB1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1459
 HB1459  HISTORY     - Date     Condition        Report By
 HB1459  HISTORY     - 1957     MONUMENTED       CGS
 HB1459
 HB1459                          STATION DESCRIPTION
 HB1459
 HB1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1459'THE STATION IS ABOUT 4 MILES SOUTHWEST OF KARBERS RIDGE, 5 MILES
 HB1459'SOUTHEAST OF HEROD, ON A HIGH EAST-WEST RIDGE, NORTH OF A TRIANGLE
 HB1459'FORMED BY THE Y-INTERSECTION OF TWO MAIN GRAVELED ROADS AND A SHORT
 HB1459'BY-PASS ROAD, ON LAND OWNED BY THE U.S. GOVERNMENT.  IT IS 22
 HB1459'FEET NORTH OF THE CENTERLINE OF THE BY-PASS ROAD, 40 FEET EAST OF A
 HB1459'24 INCH WHITE OAK TREE AND 11 FEET SOUTHEAST OF A WHITE
 HB1459'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1459'HICKS 1957.
 HB1459'
 HB1459'TO REACH THE STATION FROM THE CONCRETE BRIDGE ACROSS GIBBONS CREEK IN
 HB1459'THE VILLAGE OF HEROD, GO SOUTHEAST ON STATE HIGHWAY 34 FOR
 HB1459'3.05 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A GRAVELED
 HB1459'ROAD FOR 1.55 MILES TO A T-ROAD LEFT.  TURN LEFT AND GO
 HB1459'NORTHERLY ON A GRAVELED ROAD FOR 0.35 MILE TO A T-ROAD INTERSECTION.
 HB1459'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A SIDE
 HB1459'ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.05
 HB1459'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON A
 HB1459'GRAVELED ROAD FOR 0.2 MILE TO A REVERSE Y-INTERSECTION.  TURN
 HB1459'SHARP LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO THE
 HB1459'STATION ON THE RIGHT.
 HB1459'
 HB1459'REFERENCE MARK 1 IS 12 FEET NORTH OF THE CENTERLINE OF THE BY-PASS
 HB1459'ROAD AND 48 FEET WEST OF AN 8 INCH OAK TREE WITH A TRIANGULAR
 HB1459'BLAZE ON THE WEST SIDE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1459'STAMPED HICKS NO 1 1957.
 HB1459'
 HB1459'REFERENCE MARK 2 IS 38 FEET SOUTH OF THE CENTERLINE OF THE BY-PASS
 HB1459'ROAD AND 6 FEET EAST OF A 6 INCH OAK TREE.  THE MONUMENT
 HB1459'PROJECTS 2 INCHES AND THE DISK IS STAMPED HICKS NO 2 1957.
 HB1459'
 HB1459'REFERENCE MARK 3 IS ON THE ROAD BANK ABOUT 10 FEET ABOVE THE ROAD, 26
 HB1459'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 3 FEET
 HB1459'SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 HB1459'AND THE DISK IS STAMPED HICKS NO 3 1957.
 HB1459'
 HB1459'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.  R. M. 3 WAS
 HB1459'ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE AND LOCATED
 HB1459'WITH PRECISE PROCEDURES SO THAT AN AZIMUTH BETTER THAN THE ORDINARY
 HB1459'REFERENCE MARK WOULD BE AVAILABLE.
 HB1459'
 HB1459'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1461 ***********************************************************************
 HB1461  DESIGNATION -  HIGH KNOB
 HB1461  PID         -  HB1461
 HB1461  STATE/COUNTY-  IL/GALLATIN
 HB1461  USGS QUAD   -  KARBERS RIDGE (1996)
 HB1461
 HB1461                         *CURRENT SURVEY CONTROL
 HB1461  ___________________________________________________________________
 HB1461* NAD 83(1997)-  37 36 00.55753(N)    088 19 41.53358(W)     ADJUSTED  
 HB1461* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HB1461  ___________________________________________________________________
 HB1461  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HB1461  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HB1461
 HB1461  HORZ ORDER  -  FIRST
 HB1461
 HB1461.The horizontal coordinates were established by classical geodetic methods
 HB1461.and adjusted by the National Geodetic Survey in October 1999..
 HB1461
 HB1461.The orthometric height was scaled from a topographic map.
 HB1461
 HB1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1461
 HB1461.The geoid height was determined by GEOID03.
 HB1461
 HB1461;                    North         East     Units Scale Factor Converg.
 HB1461;SPC IL E     -   103,596.084   300,452.966   MT  0.99997500   +0 00 11.3
 HB1461;SPC IL E     -   339,881.49    985,736.11   sFT  0.99997500   +0 00 11.3
 HB1461;UTM  16      - 4,162,282.137   382,754.246   MT  0.99976932   -0 48 37.8
 HB1461
 HB1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1461!SPC IL E     -   0.99996023  x   0.99997500  =   0.99993523
 HB1461!UTM  16      -   0.99996023  x   0.99976932  =   0.99972956
 HB1461
 HB1461:                Primary Azimuth Mark                     Grid Az
 HB1461:SPC IL E     -  PETERS CREEK LOOKOUT TOWER               140 02 34.7
 HB1461:UTM  16      -  PETERS CREEK LOOKOUT TOWER               140 51 23.8
 HB1461
 HB1461|---------------------------------------------------------------------|
 HB1461| PID    Reference Object                     Distance      Geod. Az  |
 HB1461|                                                           dddmmss.s |
 HB1461| HB1449 PETERS CREEK LOOKOUT TOWER          APPROX.12.5 KM 1400246.0 |
 HB1461| CI3822 HIGH KNOB RM 4                       25.084 METERS 17939     |
 HB1461| CI3819 HIGH KNOB RM 1                       22.468 METERS 21211     |
 HB1461| CI3818 HIGH KNOB AZ MK                                    2852726.5 |
 HB1461| CI3820 HIGH KNOB RM 2                       12.624 METERS 32937     |
 HB1461| HB1460 HIGH KNOB LOOKOUT TOWER              14.100 METERS 34304     |
 HB1461| CI3821 HIGH KNOB RM 3                       52.270 METERS 35304     |
 HB1461|---------------------------------------------------------------------|
 HB1461
 HB1461                          SUPERSEDED SURVEY CONTROL
 HB1461
 HB1461  NAD 83(1997)-  37 36 00.55931(N)    088 19 41.53306(W) AD(       ) 1
 HB1461  NAD 83(1997)-  37 36 00.56159(N)    088 19 41.53342(W) AD(       ) 1
 HB1461  NAD 83(1986)-  37 36 00.56838(N)    088 19 41.53631(W) AD(       ) 1
 HB1461  NAD 27      -  37 36 00.39591(N)    088 19 41.39537(W) AD(       ) 1
 HB1461
 HB1461.Superseded values are not recommended for survey control.
 HB1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1461.See file dsdata.txt to determine how the superseded data were derived.
 HB1461
 HB1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8275462282(NAD 83)
 HB1461_MARKER: DS = TRIANGULATION STATION DISK
 HB1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1461
 HB1461  HISTORY     - Date     Condition        Report By
 HB1461  HISTORY     - 1957     MONUMENTED       CGS
 HB1461  HISTORY     - 1968     GOOD             CGS
 HB1461
 HB1461                          STATION DESCRIPTION
 HB1461
 HB1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1461'THE STATION IS LOCATED ON A HIGH HILL ABOUT 9 MILES SOUTH OF
 HB1461'EQUALITY, ABOUT 6.5 MILES EAST OF HEROD, ABOUT 1 MILE NORTH OF
 HB1461'KARBERS RIDGE, IN THE SHAWNEE NATIONAL FOREST, NEAR THE HIGH KNOB
 HB1461'LOOKOUT TOWER.  IT IS 37 FEET SOUTH OF THE SOUTHEAST LEG OF
 HB1461'THE LOOKOUT TOWER, 25 FEET EAST OF A TELEPHONE POLE AND 17 FEET EAST
 HB1461'OF AN 8 INCH CEDAR TREE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1461'STAMPED HIGH KNOB 1957.
 HB1461'
 HB1461'TO REACH THE STATION FROM THE CROSSROAD IN THE SMALL VILLAGE OF
 HB1461'KARBERS RIDGE, GO NORTH ON GRAVELED ROAD FOR 1.65 MILES TO A
 HB1461'GRAVELED TRACK ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON THE TRACK
 HB1461'ROAD FOR 0.85 MILE TO THE TOP OF THE HILL TO THE LOOKOUT TOWER AND
 HB1461'THE STATION.
 HB1461'
 HB1461'REFERENCE MARK 1 IS 101 FEET SOUTH OF THE SOUTHWEST LEG OF THE
 HB1461'LOOKOUT TOWER, 56 FEET SOUTH OF THE TELEPHONE POLE AND 3 FEET
 HB1461'NORTHWEST OF AN 8 INCH CEDAR TREE.  THE DISK IS SET FLUSH IN A DRILL
 HB1461'HOLE IN A BOULDER, THE EXPOSED AREA OF THE BOULDER BEING ABOUT 4
 HB1461'FEET BY 5 FEET.  THE DISK IS STAMPED HIGH KNOB NO 1 1957.
 HB1461'
 HB1461'REFERENCE MARK 2 IS SET IN THE CONCRETE FONDATION OF THE SOUTHWEST
 HB1461'LEG OF THE LOOKOUT TOWER, 1 FOOT SOUTHEAST OF THE LEG.  THE DISK
 HB1461'IS SET FLUSH IN A DRILL HOLE AND IS STAMPED HIGH KNOB NO 2 1957.
 HB1461'
 HB1461'REFERENCE MARK 3 IS 32 FEET NORTH OF THE CENTERLINE OF THE TRACK
 HB1461'ROAD, 4 FEET SOUTHEAST OF A WHITE WITNESS POST, 14 FEET WEST OF A 20
 HB1461'INCH OAK TREE AND 118 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 HB1461'LOOKOUT TOWER.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 HB1461'STAMPED HIGH KNOB NO 3 1957.  NO SUITABLE PLACE COULD BE FOUND FOR AN
 HB1461'AZIMUTH MARK.  REFERENCE MARK 3 WAS LOCATED AT THE FURTHEST
 HB1461'DISTANCE POSSIBLE AND DIRECTIONS WERE TAKEN WITH PRECISE PROCEDURES.
 HB1461'
 HB1461'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HB1461
 HB1461                          STATION RECOVERY (1968)
 HB1461
 HB1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HB1461'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN EXCELLENT
 HB1461'CONDITION.  DUE TO THE CONSTRUCTION OF A NEW PARKING AREA AT THE
 HB1461'STATION SITE, REFERENCE MARK NO. 3 WOULD BE DESTROYED.  A NEW
 HB1461'REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED DURING
 HB1461'THIS OCCUPATION.
 HB1461'
 HB1461'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1461'
 HB1461'THE STATION IS LOCATED ON U.S. GOVERNMENT PROPERTY IN THE SHAWNEE
 HB1461'NATIONAL FOREST.  IT IS ATOP A RATHER PROMINENT WOODED HILL ABOUT 9
 HB1461'MILES NORTH OF EQUALITY, 6.5 MILES EAST OF HEROD AND 1 MILE NORTH
 HB1461'OF THE SMALL COMMUNITY OF KARBERS RIDGE.
 HB1461'
 HB1461'TO REACH THE STATION FROM THE POST OFFICE IN KARBERS RIDGE, GO WEST
 HB1461'ON FH ROAD 17 FOR 0.05 MILE TO FH ROAD 136 ON THE RIGHT.  HERE TURN
 HB1461'RIGHT ON FH ROAD 136 (GRAVELED) AND GO NORTHERLY FOR 1.6 MILES TO T
 HB1461'ROAD FH 136A ON THE RIGHT.  HERE TURN RIGHT AND FOLLOW GRAVELED
 HB1461'ROAD FH 136A EAST, SOUTH, AND NORTH ON A WINDING ROAD UPHILL FOR
 HB1461'0.8 OF A MILE TO THE PARKING LOT AT A PUBLIC USE AREA AND THE
 HB1461'STATION AS DESCRIBED.
 HB1461'
 HB1461'THE STATION IS 70 FEET WEST OF THE APPROXIMATE CENTER OF THE
 HB1461'GRAVELED ROAD LEADING TO THE SITE, 42 FEET SOUTH-SOUTHEAST OF THE
 HB1461'SOUTHWEST FOOTING OF THE SOUTHWEST LEG OF THE PRESENT LOOKOUT TOWER
 HB1461'(THIS TOWER IS TO BE DISMANTLED IN THE NEAR FUTURE, BUT THE
 HB1461'FOOTINGS WILL REMAIN), 37 FEET SOUTH OF THE SOUTHEAST FOOTING OF
 HB1461'THE SOUTHEAST LEG OF THE TOWER, 17 FEET NORTH OF A 16-INCH BLACK OAK
 HB1461'TREE, 17 FEET EAST OF A 10-INCH CEDAR TREE, AND 8 FEET SOUTH OF THE
 HB1461'SOUTHEAST CORNER OF A CONCRETE FIREPLACE.  IT IS A STANDARD
 HB1461'DISK SET IN THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT
 HB1461'AND THE DISK IS STAMPED HIGH KNOB 1957.
 HB1461'
 HB1461'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTH SLOPE OF THE HILL IN
 HB1461'A MASSIVE ROCK OUTCROP ABOUT 7 FEET BELOW THE ELEVATION OF THE
 HB1461'STATION.  IT IS 113 FEET WEST OF THE APPROXIMATE CENTER OF THE
 HB1461'GRAVELED ROAD, 30 FEET NORTH OF THE SOUTH EDGE OF RIMROCK AND 2.8
 HB1461'FEET WEST OF AN 8-INCH CEDAR TREE.  IT IS A STANDARD DISK
 HB1461'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 HB1461'STAMPED HIGH KNOB NO 1 1957.
 HB1461'
 HB1461'REFERENCE MARK NO. 2 IS 87 FEET SOUTH OF THE NORTH EDGE OF THE
 HB1461'PARKING AREA, 84 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 HB1461'ROAD, 31 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 HB1461'FIREPLACE, AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 HB1461'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 HB1461'THE CONCRETE FOOTING OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER
 HB1461'AND THE DISK IS STAMPED HIGH KNOB NO 2 1957.
 HB1461'
 HB1461'REFERENCE MARK NO. 4 IS LOCATED ON THE SOUTH SLOPE OF THE HILL IN
 HB1461'A MASSIVE ROCK OUTCROP ABOUT 7 FEET BELOW THE ELEVATION OF THE
 HB1461'STATION.  IT IS 90 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HB1461'CONCRETE FIREPLACE, 72 FEET WEST OF THE APPROXIMATE CENTER OF THE
 HB1461'GRAVELED ROAD, JUST NORTH OF THE SOUTH EDGE OF RIMROCK, AND
 HB1461'BETWEEN TWO 6-INCH CEDAR TREES.  IT IS A STANDARD DISK
 HB1461'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND THE DISK IS
 HB1461'STAMPED HIGH KNOB 1957 NO 4 1968.
 HB1461'
 HB1461'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 HB1461'REFERENCE MARK NO. 4 IS 44.46 FEET - 13.552 METERS.
 HB1461'
 HB1461'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 AND
 HB1461'REFERENCE MARK NO. 4 IS 120.02 FEET - 36.582 METERS.
 HB1461'
 HB1461'DUE TO A TREE ON LINE IT WAS NOT POSSIBLE TO MEASURE BETWEEN
 HB1461'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2.
 HB1461'
 HB1461'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SLOPE OF A ROCKY RIDGE
 HB1461'ABOUT 0.55 OF A MILE WEST OF THE STATION, ABOUT 350 FEET
 HB1461'NORTH-NORTHWEST OF THE T INTERSECTION OF FH ROAD 136 AND FH ROAD
 HB1461'136A, 100 FEET NORTHEAST OF THE APPROXIMATE CENTER OF FH ROAD
 HB1461'136, AND 9.0 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 HB1461'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN IRREGULAR
 HB1461'MASS OF SANDSTONE ABOUT 3 FEET BY 1.5 FEET AND PROJECTING ABOUT 18
 HB1461'INCHES ABOVE THE SURROUNDING SURFACE AND THE DISK IS STAMPED HIGH
 HB1461'KNOB 1957 1968.
 HB1461'
 HB1461'DUE TO THE PARK LIKE AREA IN WHICH THE STATION AND THE REFERENCE
 HB1461'MARKS ARE LOCATED, NO WITNESS POST OR SIGNS WERE ESTABLISHED FOR
 HB1461'THEM.
 HB1461'
 HB1461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.0 MILE
 HB1461'NORTH OF KARBERS RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1460 ***********************************************************************
 HB1460  DESIGNATION -  HIGH KNOB LOOKOUT TOWER
 HB1460  PID         -  HB1460
 HB1460  STATE/COUNTY-  IL/GALLATIN
 HB1460  USGS QUAD   -  KARBERS RIDGE (1996)
 HB1460
 HB1460                         *CURRENT SURVEY CONTROL
 HB1460  ___________________________________________________________________
 HB1460* NAD 83(1997)-  37 36 00.99503(N)    088 19 41.70101(W)     ADJUSTED  
 HB1460* NAVD 88     -                                                        
 HB1460  ___________________________________________________________________
 HB1460  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HB1460  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HB1460
 HB1460  HORZ ORDER  -  THIRD
 HB1460
 HB1460.The horizontal coordinates were established by classical geodetic methods
 HB1460.and adjusted by the National Geodetic Survey in October 1999..
 HB1460
 HB1460
 HB1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1460
 HB1460.The geoid height was determined by GEOID03.
 HB1460
 HB1460;                    North         East     Units Scale Factor Converg.
 HB1460;SPC IL E     -   103,609.572   300,448.858   MT  0.99997500   +0 00 11.2
 HB1460;SPC IL E     -   339,925.74    985,722.63   sFT  0.99997500   +0 00 11.2
 HB1460;UTM  16      - 4,162,295.679   382,750.331   MT  0.99976933   -0 48 37.9
 HB1460
 HB1460                          SUPERSEDED SURVEY CONTROL
 HB1460
 HB1460  NAD 83(1997)-  37 36 00.99682(N)    088 19 41.70050(W) AD(       ) 4
 HB1460  NAD 83(1997)-  37 36 00.99911(N)    088 19 41.70086(W) AD(       ) 4
 HB1460  NAD 83(1986)-  37 36 01.00604(N)    088 19 41.70309(W) AD(       ) 4
 HB1460  NAD 27      -  37 36 00.83336(N)    088 19 41.56278(W) AD(       ) 3
 HB1460
 HB1460.Superseded values are not recommended for survey control.
 HB1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1460.See file dsdata.txt to determine how the superseded data were derived.
 HB1460
 HB1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8275062296(NAD 83)
 HB1460_MARKER: 57 = LOOKOUT TOWER
 HB1460
 HB1460  HISTORY     - Date     Condition        Report By
 HB1460  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1460
 HB1460                          STATION DESCRIPTION
 HB1460
 HB1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1460'THE STATION IS LOCATED ON A HIGH HILL ABOUT 9 MILES SOUTH OF
 HB1460'EQUALITY, ABOUT 6.5 MILES EAST OF HEROD, ABOUT 1 MILE NORTH OF
 HB1460'KARBERS RIDGE, IN THE SHAWNEE NATIONAL FOREST.  IT IS A FOUR LEGGED
 HB1460'STEEL TOWER WITH AN ENCLOSED OBSERVATION PLATFORM ON THE TOP,
 HB1460'ABOUT 75 FEET HIGH, WITH A RADIO ATENNA AT THE CENTER OF THE APEX OF
 HB1460'THE ROOF.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 HB1460'STATION HIGH KNOB AND THE DISTANCE IS 46.25 FEET, 14.098 METERS.  THE
 HB1460'POINT LOCATED WAS THE CENTER OF THE BASE OF LOOKOUT TOWER.
 HB1460'
 HB1460'TO REACH THE STATION FROM THE CROSSROAD IN KARBERS RIDGE, GO NORTH ON
 HB1460'A GRAVELED ROAD FOR 1.65 MILES TO A GRAVELED TRACK ROAD RIGHT.  TURN
 HB1460'RIGHT AND GO EASTERLY ON THE TRACK ROAD FOR 0.85 MILE TO THE TOP OF
 HB1460'THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0341 ***********************************************************************
 KC0341  DESIGNATION -  HIGH WATER
 KC0341  PID         -  KC0341
 KC0341  STATE/COUNTY-  IL/ADAMS
 KC0341  USGS QUAD   -  QUINCY WEST (1996)
 KC0341
 KC0341                         *CURRENT SURVEY CONTROL
 KC0341  ___________________________________________________________________
 KC0341* NAD 83(1986)-  39 55 28.     (N)    091 24 54.     (W)     SCALED    
 KC0341* NAVD 88     -       146.361  (meters)     480.19   (feet)  ADJUSTED  
 KC0341  ___________________________________________________________________
 KC0341  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KC0341  DYNAMIC HT  -         146.285 (meters)     479.94  (feet)  COMP
 KC0341  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 KC0341
 KC0341  VERT ORDER  -  FIRST     CLASS II
 KC0341
 KC0341.The horizontal coordinates were scaled from a topographic map and have
 KC0341.an estimated accuracy of +/- 6 seconds.
 KC0341
 KC0341.The orthometric height was determined by differential leveling
 KC0341.and adjusted by the National Geodetic Survey in June 1991..
 KC0341
 KC0341.The geoid height was determined by GEOID03.
 KC0341
 KC0341.The dynamic height is computed by dividing the NAVD 88
 KC0341.geopotential number by the normal gravity value computed on the
 KC0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0341.degrees latitude (g = 980.6199 gals.).
 KC0341
 KC0341.The modeled gravity was interpolated from observed gravity values.
 KC0341
 KC0341;                    North         East    Units  Estimated Accuracy
 KC0341;SPC IL W     -   362,350.      593,290.      MT  (+/- 180 meters Scaled)
 KC0341
 KC0341                          SUPERSEDED SURVEY CONTROL
 KC0341
 KC0341  NGVD 29 (??/??/92)  146.45   (m)          480.5    (f) COMPUTED    1 2
 KC0341
 KC0341.Superseded values are not recommended for survey control.
 KC0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0341.See file dsdata.txt to determine how the superseded data were derived.
 KC0341
 KC0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE354205(NAD 83)
 KC0341_MARKER: Z = SEE DESCRIPTION
 KC0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0341_SP_SET: BUILDING
 KC0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0341
 KC0341  HISTORY     - Date     Condition        Report By
 KC0341  HISTORY     - 1851     MONUMENTED       CGS
 KC0341  HISTORY     - 1933     GOOD             NGS
 KC0341
 KC0341                          STATION DESCRIPTION
 KC0341
 KC0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0341'AT QUINCY.
 KC0341'AT QUINCY, ADAMS COUNTY, ON THE WEST SIDE OF FRONT STREET, BETWEEN
 KC0341'OHIO STREET AND PAYSON AVENUE, IN THE WEST FACE OF THE BRICK
 KC0341'BUILDING FORMERLY OCCUPIED BY THE TELLICO FLOUR MILL, AND NEAR
 KC0341'THE SOUTHWEST CORNER.  A CHISELED LINE, MARKED HIGH WATER MARK
 KC0341'1851.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0340 ***********************************************************************
 KC0340  DESIGNATION -  HIGH WATER
 KC0340  PID         -  KC0340
 KC0340  STATE/COUNTY-  IL/ADAMS
 KC0340  USGS QUAD   -  QUINCY WEST (1996)
 KC0340
 KC0340                         *CURRENT SURVEY CONTROL
 KC0340  ___________________________________________________________________
 KC0340* NAD 83(1986)-  39 55 30.     (N)    091 24 54.     (W)     SCALED    
 KC0340* NAVD 88     -       145.471  (meters)     477.27   (feet)  ADJUSTED  
 KC0340  ___________________________________________________________________
 KC0340  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KC0340  DYNAMIC HT  -         145.396 (meters)     477.02  (feet)  COMP
 KC0340  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 KC0340
 KC0340  VERT ORDER  -  FIRST     CLASS II
 KC0340
 KC0340.The horizontal coordinates were scaled from a topographic map and have
 KC0340.an estimated accuracy of +/- 6 seconds.
 KC0340
 KC0340.The orthometric height was determined by differential leveling
 KC0340.and adjusted by the National Geodetic Survey in June 1991..
 KC0340
 KC0340.The geoid height was determined by GEOID03.
 KC0340
 KC0340.The dynamic height is computed by dividing the NAVD 88
 KC0340.geopotential number by the normal gravity value computed on the
 KC0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0340.degrees latitude (g = 980.6199 gals.).
 KC0340
 KC0340.The modeled gravity was interpolated from observed gravity values.
 KC0340
 KC0340;                    North         East    Units  Estimated Accuracy
 KC0340;SPC IL W     -   362,410.      593,290.      MT  (+/- 180 meters Scaled)
 KC0340
 KC0340                          SUPERSEDED SURVEY CONTROL
 KC0340
 KC0340  NGVD 29 (??/??/92)  145.558  (m)          477.55   (f) ADJ UNCH    1 2
 KC0340
 KC0340.Superseded values are not recommended for survey control.
 KC0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0340.See file dsdata.txt to determine how the superseded data were derived.
 KC0340
 KC0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE354206(NAD 83)
 KC0340_MARKER: Z = SEE DESCRIPTION
 KC0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0340_SP_SET: STONE DOORSTEP
 KC0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0340
 KC0340  HISTORY     - Date     Condition        Report By
 KC0340  HISTORY     - 1888     MONUMENTED       CGS
 KC0340  HISTORY     - 1933     GOOD             NGS
 KC0340
 KC0340                          STATION DESCRIPTION
 KC0340
 KC0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0340'AT QUINCY.
 KC0340'AT QUINCY, ADAMS COUNTY, ON THE WEST SIDE OF FRONT STREET,
 KC0340'BETWEEN OHIO STREET AND PAYSON AVENUE, ON THE WEST SIDE OF THE
 KC0340'BRICK BUILDING FORMERLY OCCUPIED BY THE TELLICO FLOUR MILL, AND
 KC0340'ON THE WEST FACE OF THE STONE DOORSTEP.  A CHISELED LINE, MARKED
 KC0340'HIGH WATER MARK OF 1888.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0338 ***********************************************************************
 KC0338  DESIGNATION -  HIGH WATER
 KC0338  PID         -  KC0338
 KC0338  STATE/COUNTY-  IL/ADAMS
 KC0338  USGS QUAD   -  QUINCY WEST (1996)
 KC0338
 KC0338                         *CURRENT SURVEY CONTROL
 KC0338  ___________________________________________________________________
 KC0338* NAD 83(1986)-  39 55 55.     (N)    091 24 58.     (W)     SCALED    
 KC0338* NAVD 88     -       146.327  (meters)     480.07   (feet)  ADJUSTED  
 KC0338  ___________________________________________________________________
 KC0338  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KC0338  DYNAMIC HT  -         146.252 (meters)     479.83  (feet)  COMP
 KC0338  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 KC0338
 KC0338  VERT ORDER  -  FIRST     CLASS II
 KC0338
 KC0338.The horizontal coordinates were scaled from a topographic map and have
 KC0338.an estimated accuracy of +/- 6 seconds.
 KC0338
 KC0338.The orthometric height was determined by differential leveling
 KC0338.and adjusted by the National Geodetic Survey in June 1991..
 KC0338
 KC0338.The geoid height was determined by GEOID03.
 KC0338
 KC0338.The dynamic height is computed by dividing the NAVD 88
 KC0338.geopotential number by the normal gravity value computed on the
 KC0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0338.degrees latitude (g = 980.6199 gals.).
 KC0338
 KC0338.The modeled gravity was interpolated from observed gravity values.
 KC0338
 KC0338;                    North         East    Units  Estimated Accuracy
 KC0338;SPC IL W     -   363,180.      593,200.      MT  (+/- 180 meters Scaled)
 KC0338
 KC0338                          SUPERSEDED SURVEY CONTROL
 KC0338
 KC0338  NGVD 29 (??/??/92)  146.41   (m)          480.3    (f) COMPUTED    1 2
 KC0338
 KC0338.Superseded values are not recommended for survey control.
 KC0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0338.See file dsdata.txt to determine how the superseded data were derived.
 KC0338
 KC0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE353214(NAD 83)
 KC0338_MARKER: Z = SEE DESCRIPTION
 KC0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0338_SP_SET: STONE WALL
 KC0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0338
 KC0338  HISTORY     - Date     Condition        Report By
 KC0338  HISTORY     - 1851     MONUMENTED       CGS
 KC0338  HISTORY     - 1933     GOOD             NGS
 KC0338
 KC0338                          STATION DESCRIPTION
 KC0338
 KC0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KC0338'AT QUINCY.
 KC0338'AT QUINCY, ADAMS COUNTY, AT THE FOOT OF MAIN STREET, AT THE WATER
 KC0338'WORKS, BETWEEN THE WEST ENTRANCE AND THE NORTHWEST CORNER, AND
 KC0338'ON THE WEST STONE WALL.  A CHISELED MARK READING, HIGH WATER
 KC0338'MARK 1851.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9175 ***********************************************************************
 DE9175  DESIGNATION -  HIGHLAND
 DE9175  PID         -  DE9175
 DE9175  STATE/COUNTY-  IL/MADISON
 DE9175  USGS QUAD   -  HIGHLAND (1981)
 DE9175
 DE9175                         *CURRENT SURVEY CONTROL
 DE9175  ___________________________________________________________________
 DE9175* NAD 83(1997)-  38 44 58.43481(N)    089 41 01.18065(W)     ADJUSTED  
 DE9175* NAVD 88     -       161.5    (meters)     530.     (feet)  GPS OBS   
 DE9175  ___________________________________________________________________
 DE9175  X           -      27,500.044 (meters)                     COMP
 DE9175  Y           -  -4,980,801.976 (meters)                     COMP
 DE9175  Z           -   3,970,754.665 (meters)                     COMP
 DE9175  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DE9175  ELLIP HEIGHT-         130.47  (meters)          (02/03/05) GPS OBS
 DE9175  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DE9175
 DE9175  HORZ ORDER  -  FIRST
 DE9175  ELLP ORDER  -  FOURTH    CLASS II
 DE9175
 DE9175.The horizontal coordinates were established by GPS observations
 DE9175.and adjusted by the National Geodetic Survey in January 2003..
 DE9175
 DE9175.The orthometric height was determined by GPS observations and a
 DE9175.high-resolution geoid model.
 DE9175
 DE9175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9175
 DE9175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9175
 DE9175.The ellipsoidal height was determined by GPS observations
 DE9175.and is referenced to NAD 83.
 DE9175
 DE9175.The geoid height was determined by GEOID03.
 DE9175
 DE9175;                    North         East     Units Scale Factor Converg.
 DE9175;SPC IL W     -   231,280.150   741,985.752   MT  0.99996288   +0 18 08.4
 DE9175;SPC IL W     -   758,791.63  2,434,331.59   sFT  0.99996288   +0 18 08.4
 DE9175;UTM  16      - 4,292,406.217   266,781.463   MT  1.00026983   -1 40 49.8
 DE9175
 DE9175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9175!SPC IL W     -   0.99997953  x   0.99996288  =   0.99994241
 DE9175!UTM  16      -   0.99997953  x   1.00026983  =   1.00024935
 DE9175
 DE9175|---------------------------------------------------------------------|
 DE9175| PID    Reference Object                     Distance      Geod. Az  |
 DE9175|                                                           dddmmss.s |
 DE9175| DE9176 HIGHLAND AZI                        332.810 METERS 30346     |
 DE9175|---------------------------------------------------------------------|
 DE9175
 DE9175                          SUPERSEDED SURVEY CONTROL
 DE9175
 DE9175  ELLIP H (01/06/03)  130.52   (m)                       GP(       ) 3 2
 DE9175
 DE9175.Superseded values are not recommended for survey control.
 DE9175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9175.See file dsdata.txt to determine how the superseded data were derived.
 DE9175
 DE9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6678192406(NAD 83)
 DE9175_MARKER: A = ALUMINUM MARKER
 DE9175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9175_STAMPING: HIGHLAND 1996
 DE9175_MARK LOGO: ILDT  
 DE9175_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9175+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9175
 DE9175  HISTORY     - Date     Condition        Report By
 DE9175  HISTORY     - 1996     MONUMENTED       ILDT
 DE9175
 DE9175                          STATION DESCRIPTION
 DE9175
 DE9175'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9175'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9175'STATION IS LOCATED AT NW SIDE OF HIGHLAND.  TO REACH STATION FROM US
 DE9175'ROUTE 40 AND IL ROUTE 127 AT NW SIDE OF HIGHLAND, GO N ON IL ROUTE 127
 DE9175'FOR 0.05 MI (0.08 KM) TO SPORTSMAN LAKE RD, GO W ON SPORTSMAN LAKE RD
 DE9175'FOR 0.1 MI (0.2 KM) TO HIGHLAND MAINTENANCE YARD GATE ON THE LEFT, GO
 DE9175'THROUGH GATE AND STATION AT NW CORNER OF YARD.  STATION IS 24.2 FEET
 DE9175'(7.4 M) S OF FENCELINE, 6.4 FEET (2.0 M) E OF FENCELINE, 38.4 FEET
 DE9175'(11.7 M) N OF NW CORNER OF BUILDING, 2.0 FEET (0.6 M) N OF WITNESS
 DE9175'POST.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1947 ***********************************************************************
 JB1947  DESIGNATION -  HIGHLAND ATT MICROWAVE TOWER
 JB1947  PID         -  JB1947
 JB1947  STATE/COUNTY-  IL/MADISON
 JB1947  USGS QUAD   -  GRANTFORK (1974)
 JB1947
 JB1947                         *CURRENT SURVEY CONTROL
 JB1947  ___________________________________________________________________
 JB1947* NAD 83(1997)-  38 45 44.75213(N)    089 41 31.62070(W)     ADJUSTED  
 JB1947* NAVD 88     -                                                        
 JB1947  ___________________________________________________________________
 JB1947  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 JB1947  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JB1947
 JB1947  HORZ ORDER  -  THIRD
 JB1947
 JB1947.The horizontal coordinates were established by classical geodetic methods
 JB1947.and adjusted by the National Geodetic Survey in October 1999..
 JB1947
 JB1947
 JB1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1947
 JB1947.The geoid height was determined by GEOID03.
 JB1947
 JB1947;                    North         East     Units Scale Factor Converg.
 JB1947;SPC IL W     -   232,704.489   741,243.334   MT  0.99996212   +0 17 49.6
 JB1947;SPC IL W     -   763,464.64  2,431,895.84   sFT  0.99996212   +0 17 49.6
 JB1947;UTM  16      - 4,293,855.842   266,088.565   MT  1.00027381   -1 41 10.6
 JB1947
 JB1947                          SUPERSEDED SURVEY CONTROL
 JB1947
 JB1947  NAD 83(1986)-  38 45 44.76700(N)    089 41 31.61523(W) AD(       ) 4
 JB1947  NAD 27      -  38 45 44.60100(N)    089 41 31.28900(W) AD(       ) 3
 JB1947
 JB1947.Superseded values are not recommended for survey control.
 JB1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1947.See file dsdata.txt to determine how the superseded data were derived.
 JB1947
 JB1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6608993856(NAD 83)
 JB1947_MARKER: 45 = MICROWAVE TOWER
 JB1947
 JB1947  HISTORY     - Date     Condition        Report By
 JB1947  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1947
 JB1947                          STATION DESCRIPTION
 JB1947
 JB1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1947'STATION IS LOCATED ABOUT 2.0 MILES NORTH-NORTHWEST OF HIGHLAND AND
 JB1947'0.05 MILE NORTH OF STATE ROUTE 143.
 JB1947'
 JB1947'TO REACH FROM THE JUNCTION OF U S HIGHWAY 40 AND STATE ROUTE 143 IN
 JB1947'THE NORTH EDGE OF
 JB1947'HIGHLAND, GO NORTH, THEN NORTHWEST ON STATE ROUTE 143 FOR 1.2
 JB1947'MILES TO CONTROL BUILDING
 JB1947'ON RIGHT AND MICROWAVE TOWER ON NORTH SIDE OF BUILDING.
 JB1947'
 JB1947'THE TOWER IS PAINTED RED AND WHITE, IS SUPPORTED BY 4 LEGS, HAS 10
 JB1947'REFLECTORS ON TOWER, HAS A
 JB1947'RED LIGHT ON TOP, OFF CENTER IS 289 FEET HIGH.
 JB1947'
 JB1947'POINT INTERSECTED WAS RED LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9176 ***********************************************************************
 DE9176  DESIGNATION -  HIGHLAND AZI
 DE9176  PID         -  DE9176
 DE9176  STATE/COUNTY-  IL/MADISON
 DE9176  USGS QUAD   -  GRANTFORK (1974)
 DE9176
 DE9176                         *CURRENT SURVEY CONTROL
 DE9176  ___________________________________________________________________
 DE9176* NAD 83(1997)-  38 45 04.43244(N)    089 41 12.63915(W)     ADJUSTED  
 DE9176* NAVD 88     -       163.1    (meters)     535.     (feet)  GPS OBS   
 DE9176  ___________________________________________________________________
 DE9176  X           -      27,222.723 (meters)                     COMP
 DE9176  Y           -  -4,980,688.989 (meters)                     COMP
 DE9176  Z           -   3,970,899.910 (meters)                     COMP
 DE9176  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DE9176  ELLIP HEIGHT-         132.08  (meters)          (02/03/05) GPS OBS
 DE9176  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DE9176
 DE9176  HORZ ORDER  -  FIRST
 DE9176  ELLP ORDER  -  FOURTH    CLASS II
 DE9176
 DE9176.The horizontal coordinates were established by GPS observations
 DE9176.and adjusted by the National Geodetic Survey in January 2003..
 DE9176
 DE9176.The orthometric height was determined by GPS observations and a
 DE9176.high-resolution geoid model.
 DE9176
 DE9176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9176
 DE9176.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9176
 DE9176.The ellipsoidal height was determined by GPS observations
 DE9176.and is referenced to NAD 83.
 DE9176
 DE9176.The geoid height was determined by GEOID03.
 DE9176
 DE9176;                    North         East     Units Scale Factor Converg.
 DE9176;SPC IL W     -   231,463.630   741,708.102   MT  0.99996259   +0 18 01.2
 DE9176;SPC IL W     -   759,393.59  2,433,420.66   sFT  0.99996259   +0 18 01.2
 DE9176;UTM  16      - 4,292,599.253   266,510.245   MT  1.00027139   -1 40 57.2
 DE9176
 DE9176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9176!SPC IL W     -   0.99997928  x   0.99996259  =   0.99994187
 DE9176!UTM  16      -   0.99997928  x   1.00027139  =   1.00025066
 DE9176
 DE9176|---------------------------------------------------------------------|
 DE9176| PID    Reference Object                     Distance      Geod. Az  |
 DE9176|                                                           dddmmss.s |
 DE9176| DE9175 HIGHLAND                            332.810 METERS 12346     |
 DE9176|---------------------------------------------------------------------|
 DE9176
 DE9176                          SUPERSEDED SURVEY CONTROL
 DE9176
 DE9176  ELLIP H (01/06/03)  132.13   (m)                       GP(       ) 3 2
 DE9176
 DE9176.Superseded values are not recommended for survey control.
 DE9176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9176.See file dsdata.txt to determine how the superseded data were derived.
 DE9176
 DE9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6651092599(NAD 83)
 DE9176_MARKER: A = ALUMINUM MARKER
 DE9176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9176_STAMPING: HIGHLAND AZI 1996
 DE9176_MARK LOGO: ILDT  
 DE9176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9176+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9176
 DE9176  HISTORY     - Date     Condition        Report By
 DE9176  HISTORY     - 1996     MONUMENTED       ILDT
 DE9176
 DE9176                          STATION DESCRIPTION
 DE9176
 DE9176'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9176'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9176'STATION IS AT NW SIDE OF HIGHLAND.  TO REACH STATION FROM US ROUTE 40
 DE9176'AND IL ROUTE 127 AT NW SIDE OF HIGHLAND, GO N ON IL ROUTE 127 FOR 0.05
 DE9176'MI (0.08 KM) TO SPORTSMAN LAKE RD, GO W ON SPORTSMAN LAKE RD FOR 0.2
 DE9176'MI (0.3 KM) TO NAGEL DR, GO N ON NAGEL DR FOR 0.1 MILE (0.2 KM) TO
 DE9176'STATION ON LEFT, S OF NW CORNER OF PARKING LOT OF PARK.  STATION IS
 DE9176'137.0 FEET (41.8 M) S OF NW CORNER OF PARKING LOT, 11.5 FEET (3.5 M) W
 DE9176'OF EDGE OF PAVEMENT OF PARKING LOT, 79.7 FEET (24.3 M) SW OF LIGHT
 DE9176'POLE, 2.2 FEET (0.7 M) S OF WITNESS POST.  STATION IS FLUSH WITH
 DE9176'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1960 ***********************************************************************
 JB1960  DESIGNATION -  HIGHLAND ELECTRIC CO STK
 JB1960  PID         -  JB1960
 JB1960  STATE/COUNTY-  IL/MADISON
 JB1960  USGS QUAD   -  HIGHLAND (1981)
 JB1960
 JB1960                         *CURRENT SURVEY CONTROL
 JB1960  ___________________________________________________________________
 JB1960* NAD 83(1997)-  38 44 30.15519(N)    089 41 06.67580(W)     ADJUSTED  
 JB1960* NAVD 88     -                                                        
 JB1960  ___________________________________________________________________
 JB1960  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 JB1960  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 JB1960
 JB1960  HORZ ORDER  -  THIRD
 JB1960
 JB1960.The horizontal coordinates were established by classical geodetic methods
 JB1960.and adjusted by the National Geodetic Survey in October 1999..
 JB1960
 JB1960
 JB1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1960
 JB1960.The geoid height was determined by GEOID03.
 JB1960
 JB1960;                    North         East     Units Scale Factor Converg.
 JB1960;SPC IL W     -   230,407.457   741,857.651   MT  0.99996274   +0 18 04.7
 JB1960;SPC IL W     -   755,928.47  2,433,911.31   sFT  0.99996274   +0 18 04.7
 JB1960;UTM  16      - 4,291,538.211   266,623.197   MT  1.00027074   -1 40 52.2
 JB1960
 JB1960                          SUPERSEDED SURVEY CONTROL
 JB1960
 JB1960  NAD 83(1986)-  38 44 30.17043(N)    089 41 06.67120(W) AD(       ) 4
 JB1960  NAD 27      -  38 44 30.00100(N)    089 41 06.34700(W) AD(       ) 3
 JB1960
 JB1960.Superseded values are not recommended for survey control.
 JB1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1960.See file dsdata.txt to determine how the superseded data were derived.
 JB1960
 JB1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6662391538(NAD 83)
 JB1960_MARKER: 63 = STACK
 JB1960
 JB1960  HISTORY     - Date     Condition        Report By
 JB1960  HISTORY     - 1934     FIRST OBSERVED   ILHD
 JB1960
 JB1960                          STATION DESCRIPTION
 JB1960
 JB1960'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1958 ***********************************************************************
 JB1958  DESIGNATION -  HIGHLAND HUG TRUCK CO STACK
 JB1958  PID         -  JB1958
 JB1958  STATE/COUNTY-  IL/MADISON
 JB1958  USGS QUAD   -  HIGHLAND (1981)
 JB1958
 JB1958                         *CURRENT SURVEY CONTROL
 JB1958  ___________________________________________________________________
 JB1958* NAD 83(1997)-  38 44 42.20293(N)    089 40 30.71900(W)     ADJUSTED  
 JB1958* NAVD 88     -                                                        
 JB1958  ___________________________________________________________________
 JB1958  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JB1958  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JB1958
 JB1958  HORZ ORDER  -  THIRD
 JB1958
 JB1958.The horizontal coordinates were established by classical geodetic methods
 JB1958.and adjusted by the National Geodetic Survey in October 1999..
 JB1958
 JB1958
 JB1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1958
 JB1958.The geoid height was determined by GEOID03.
 JB1958
 JB1958;                    North         East     Units Scale Factor Converg.
 JB1958;SPC IL W     -   230,783.559   742,723.974   MT  0.99996365   +0 18 27.3
 JB1958;SPC IL W     -   757,162.39  2,436,753.57   sFT  0.99996365   +0 18 27.3
 JB1958;UTM  16      - 4,291,884.223   267,502.281   MT  1.00026570   -1 40 30.1
 JB1958
 JB1958                          SUPERSEDED SURVEY CONTROL
 JB1958
 JB1958  NAD 83(1986)-  38 44 42.21856(N)    089 40 30.71435(W) AD(       ) 4
 JB1958  NAD 27      -  38 44 42.05200(N)    089 40 30.38600(W) AD(       ) 3
 JB1958
 JB1958.Superseded values are not recommended for survey control.
 JB1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1958.See file dsdata.txt to determine how the superseded data were derived.
 JB1958
 JB1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6750291884(NAD 83)
 JB1958_MARKER: 63 = STACK
 JB1958
 JB1958  HISTORY     - Date     Condition        Report By
 JB1958  HISTORY     - 1934     FIRST OBSERVED   ILHD
 JB1958
 JB1958                          STATION DESCRIPTION
 JB1958
 JB1958'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1967 ***********************************************************************
 JB1967  DESIGNATION -  HIGHLAND MUNICIPAL TANK
 JB1967  PID         -  JB1967
 JB1967  STATE/COUNTY-  IL/MADISON
 JB1967  USGS QUAD   -  HIGHLAND (1981)
 JB1967
 JB1967                         *CURRENT SURVEY CONTROL
 JB1967  ___________________________________________________________________
 JB1967* NAD 83(1997)-  38 44 16.13994(N)    089 40 35.61010(W)     ADJUSTED  
 JB1967* NAVD 88     -                                                        
 JB1967  ___________________________________________________________________
 JB1967  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 JB1967  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 JB1967
 JB1967  HORZ ORDER  -  THIRD
 JB1967
 JB1967.The horizontal coordinates were established by classical geodetic methods
 JB1967.and adjusted by the National Geodetic Survey in October 1999..
 JB1967
 JB1967
 JB1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1967
 JB1967.The geoid height was determined by GEOID03.
 JB1967
 JB1967;                    North         East     Units Scale Factor Converg.
 JB1967;SPC IL W     -   229,979.282   742,610.167   MT  0.99996353   +0 18 24.1
 JB1967;SPC IL W     -   754,523.69  2,436,380.19   sFT  0.99996353   +0 18 24.1
 JB1967;UTM  16      - 4,291,084.122   267,360.676   MT  1.00026651   -1 40 32.3
 JB1967
 JB1967                          SUPERSEDED SURVEY CONTROL
 JB1967
 JB1967  NAD 83(1986)-  38 44 16.14942(N)    089 40 35.62310(W) AD(       ) 4
 JB1967  NAD 27      -  38 44 15.67000(N)    089 40 36.11000(W) AD(       ) 3
 JB1967
 JB1967.Superseded values are not recommended for survey control.
 JB1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1967.See file dsdata.txt to determine how the superseded data were derived.
 JB1967
 JB1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6736191084(NAD 83)
 JB1967_MARKER: 53 = ELEVATED TANK
 JB1967
 JB1967  HISTORY     - Date     Condition        Report By
 JB1967  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1967
 JB1967                          STATION DESCRIPTION
 JB1967
 JB1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1967'THE STATION IS LOCATED AT THE CORNER OF 13TH STREET AND ZSCHOKKE
 JB1967'STREET AND IS 2 BLOCKS
 JB1967'SOUTH OF THE SOUTHWEST CORNER OF THE BUSINESS SECTION IN HIGHLAND.
 JB1967'
 JB1967'THE TANK IS PAINTED SILVER, HAS HIGHLAND PAINTED WITH BLACK LETERS ON
 JB1967'THE NORTH AND SOUTH
 JB1967'SIDES OF TANK, IS SUPPORTED BY 6 LEGS AND IS
 JB1967'APPROXIMATELY 165 FEET HIGH.
 JB1967'
 JB1967'POINT INTERSECTED WAS BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1948 ***********************************************************************
 JB1948  DESIGNATION -  HIGHLAND RED MUNICIPAL TANK
 JB1948  PID         -  JB1948
 JB1948  STATE/COUNTY-  IL/MADISON
 JB1948  USGS QUAD   -  GRANTFORK (1974)
 JB1948
 JB1948                         *CURRENT SURVEY CONTROL
 JB1948  ___________________________________________________________________
 JB1948* NAD 83(1997)-  38 45 44.80965(N)    089 41 32.84004(W)     ADJUSTED  
 JB1948* NAVD 88     -                                                        
 JB1948  ___________________________________________________________________
 JB1948  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 JB1948  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JB1948
 JB1948  HORZ ORDER  -  THIRD
 JB1948
 JB1948.The horizontal coordinates were established by classical geodetic methods
 JB1948.and adjusted by the National Geodetic Survey in October 1999..
 JB1948
 JB1948
 JB1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1948
 JB1948.The geoid height was determined by GEOID03.
 JB1948
 JB1948;                    North         East     Units Scale Factor Converg.
 JB1948;SPC IL W     -   232,706.110   741,213.887   MT  0.99996209   +0 17 48.9
 JB1948;SPC IL W     -   763,469.96  2,431,799.23   sFT  0.99996209   +0 17 48.9
 JB1948;UTM  16      - 4,293,858.482   266,059.183   MT  1.00027398   -1 41 11.4
 JB1948
 JB1948                          SUPERSEDED SURVEY CONTROL
 JB1948
 JB1948  NAD 83(1986)-  38 45 44.82500(N)    089 41 32.83515(W) AD(       ) 4
 JB1948  NAD 27      -  38 45 44.65600(N)    089 41 32.50600(W) AD(       ) 3
 JB1948
 JB1948.Superseded values are not recommended for survey control.
 JB1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1948.See file dsdata.txt to determine how the superseded data were derived.
 JB1948
 JB1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6605993858(NAD 83)
 JB1948_MARKER: 51 = TANK
 JB1948
 JB1948  HISTORY     - Date     Condition        Report By
 JB1948  HISTORY     - 1934     FIRST OBSERVED   ILHD
 JB1948
 JB1948                          STATION DESCRIPTION
 JB1948
 JB1948'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1959 ***********************************************************************
 JB1959  DESIGNATION -  HIGHLAND SCHOTT BREWING CO STK
 JB1959  PID         -  JB1959
 JB1959  STATE/COUNTY-  IL/MADISON
 JB1959  USGS QUAD   -  HIGHLAND (1981)
 JB1959
 JB1959                         *CURRENT SURVEY CONTROL
 JB1959  ___________________________________________________________________
 JB1959* NAD 83(1997)-  38 44 13.16040(N)    089 41 00.56097(W)     ADJUSTED  
 JB1959* NAVD 88     -                                                        
 JB1959  ___________________________________________________________________
 JB1959  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JB1959  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JB1959
 JB1959  HORZ ORDER  -  THIRD
 JB1959
 JB1959.The horizontal coordinates were established by classical geodetic methods
 JB1959.and adjusted by the National Geodetic Survey in October 1999..
 JB1959
 JB1959
 JB1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1959
 JB1959.The geoid height was determined by GEOID03.
 JB1959
 JB1959;                    North         East     Units Scale Factor Converg.
 JB1959;SPC IL W     -   229,884.206   742,008.083   MT  0.99996290   +0 18 08.5
 JB1959;SPC IL W     -   754,211.77  2,434,404.85   sFT  0.99996290   +0 18 08.5
 JB1959;UTM  16      - 4,291,009.907   266,755.479   MT  1.00026998   -1 40 47.8
 JB1959
 JB1959                          SUPERSEDED SURVEY CONTROL
 JB1959
 JB1959  NAD 83(1986)-  38 44 13.17490(N)    089 41 00.55614(W) AD(       ) 4
 JB1959  NAD 27      -  38 44 13.00500(N)    089 41 00.23000(W) AD(       ) 3
 JB1959
 JB1959.Superseded values are not recommended for survey control.
 JB1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1959.See file dsdata.txt to determine how the superseded data were derived.
 JB1959
 JB1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6675591010(NAD 83)
 JB1959_MARKER: 63 = STACK
 JB1959
 JB1959  HISTORY     - Date     Condition        Report By
 JB1959  HISTORY     - 1934     FIRST OBSERVED   ILHD
 JB1959
 JB1959                          STATION DESCRIPTION
 JB1959
 JB1959'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1069 ***********************************************************************
 KB1069  CBN         -  This is a Cooperative Base Network Control Station.
 KB1069  DESIGNATION -  HILL
 KB1069  PID         -  KB1069
 KB1069  STATE/COUNTY-  IL/SANGAMON
 KB1069  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1069
 KB1069                         *CURRENT SURVEY CONTROL
 KB1069  ___________________________________________________________________
 KB1069* NAD 83(1997)-  39 58 35.43094(N)    089 30 43.83997(W)     ADJUSTED  
 KB1069* NAVD 88     -       176.541  (meters)     579.20   (feet)  ADJUSTED  
 KB1069  ___________________________________________________________________
 KB1069  X           -      41,671.730 (meters)                     COMP
 KB1069  Y           -  -4,894,316.795 (meters)                     COMP
 KB1069  Z           -   4,076,079.661 (meters)                     COMP
 KB1069  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 KB1069  ELLIP HEIGHT-         144.05  (meters)          (09/15/03) GPS OBS
 KB1069  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KB1069  DYNAMIC HT  -         176.449 (meters)     578.90  (feet)  COMP
 KB1069  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 KB1069
 KB1069  HORZ ORDER  -  A
 KB1069  VERT ORDER  -  SECOND    CLASS 0
 KB1069  ELLP ORDER  -  FOURTH    CLASS I
 KB1069
 KB1069.The horizontal coordinates were established by GPS observations
 KB1069.and adjusted by the National Geodetic Survey in September 2003..
 KB1069
 KB1069.The orthometric height was determined by differential leveling
 KB1069.and adjusted by the National Geodetic Survey in June 1991..
 KB1069
 KB1069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1069
 KB1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1069
 KB1069.The ellipsoidal height was determined by GPS observations
 KB1069.and is referenced to NAD 83.
 KB1069
 KB1069.The geoid height was determined by GEOID03.
 KB1069
 KB1069.The dynamic height is computed by dividing the NAVD 88
 KB1069.geopotential number by the normal gravity value computed on the
 KB1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1069.degrees latitude (g = 980.6199 gals.).
 KB1069
 KB1069.The modeled gravity was interpolated from observed gravity values.
 KB1069
 KB1069;                    North         East     Units Scale Factor Converg.
 KB1069;SPC IL W     -   367,584.746   755,905.405   MT  0.99997964   +0 25 13.8
 KB1069;SPC IL W     - 1,205,984.29  2,479,999.65   sFT  0.99997964   +0 25 13.8
 KB1069;UTM  16      - 4,428,172.517   285,475.662   MT  1.00016658   -1 36 52.6
 KB1069
 KB1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1069!SPC IL W     -   0.99997740  x   0.99997964  =   0.99995704
 KB1069!UTM  16      -   0.99997740  x   1.00016658  =   1.00014398
 KB1069
 KB1069|---------------------------------------------------------------------|
 KB1069| PID    Reference Object                     Distance      Geod. Az  |
 KB1069|                                                           dddmmss.s |
 KB1069| CI7518 HILL RM 1                            11.511 METERS 00528     |
 KB1069| CI7517 HILL AZ MK                                         0881751.1 |
 KB1069| KB1068 HILL RM 2                            15.085 METERS 09449     |
 KB1069| KB1468 WILLIAMSVILLE MUNICIPAL TANK        APPROX. 4.0 KM 2305552.4 |
 KB1069|---------------------------------------------------------------------|
 KB1069
 KB1069                          SUPERSEDED SURVEY CONTROL
 KB1069
 KB1069  NAD 83(1997)-  39 58 35.43187(N)    089 30 43.83908(W) AD(       ) 2
 KB1069  NAD 83(1986)-  39 58 35.44473(N)    089 30 43.83119(W) AD(       ) 2
 KB1069  NAD 27      -  39 58 35.26430(N)    089 30 43.46320(W) AD(       ) 2
 KB1069  NAVD 88 (09/15/03)  176.54   (m)          579.2    (f) LEVELING    3  
 KB1069  NGVD 29 (??/??/92)  176.634  (m)          579.51   (f) ADJ UNCH    2 0
 KB1069
 KB1069.Superseded values are not recommended for survey control.
 KB1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1069.See file dsdata.txt to determine how the superseded data were derived.
 KB1069
 KB1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK8547628173(NAD 83)
 KB1069_MARKER: DS = TRIANGULATION STATION DISK
 KB1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1069_STAMPING: HILL 1960
 KB1069_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1069+STABILITY: SURFACE MOTION
 KB1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1069+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 KB1069
 KB1069  HISTORY     - Date     Condition        Report By
 KB1069  HISTORY     - 1960     MONUMENTED       CGS
 KB1069  HISTORY     - 1960     GOOD             CGS
 KB1069  HISTORY     - 1976     GOOD             NGS
 KB1069  HISTORY     - 1976     GOOD             NGS
 KB1069  HISTORY     - 20020819 GOOD             NGS
 KB1069
 KB1069                          STATION DESCRIPTION
 KB1069
 KB1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1069'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF WILLIAMSVILLE,
 KB1069'3-1/2 MILES SOUTHWEST OF ELKHART, 3/4 MILE SOUTHEAST OF U.S.
 KB1069'HIGHWAY 66 AND ON THE SANGAMON-LOGAN COUNTY LINE.
 KB1069'
 KB1069'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND U.S.
 KB1069'HIGHWAY 66 IN ELKHART, GO SOUTHWEST ON U.S.  HIGHWAY 66 FOR
 KB1069'2.5 MILES TO A CROSSROAD, TURN LEFT, SOUTH, ON GRAVELED ROAD FOR 1.0
 KB1069'MILE TO THE STATION IN THE SOUTHWEST CORNER OF
 KB1069'INTERSECTION.
 KB1069'
 KB1069'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH
 KB1069'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB1069'GROUND AND IS STAMPED HILL 1960. THE MARK IS 49 FEET WEST OF POWER
 KB1069'POLE, 32 FEET SOUTHWEST OF INTERSECTION OF ROADS, 26 FEET
 KB1069'WEST OF THE CENTER OF ROAD, 19 FEET SOUTH OF THE CENTER OF ROAD AND
 KB1069'4.4 FEET WEST OF A WITNESS POST.
 KB1069'
 KB1069'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 KB1069'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 KB1069'SURFACE OF THE GROUND AND IS STAMPED HILL NO 1 1960. THE MARK IS 22
 KB1069'FEET WEST OF THE CENTER OF ROAD, 31 FEET NORTHWEST OF THE
 KB1069'INTERSECTION OF ROADS, 18 FEET NORTH OF THE CENTER OF ROAD, 2.8 FEET
 KB1069'SOUTHWEST OF A TELEPHONE POLE.
 KB1069'
 KB1069'R.M. 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH SQUARE
 KB1069'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 KB1069'THE GROUND AND IS STAMPED HILL NO 2 1960. THE MARK IS 33 FEET
 KB1069'SOUTHEAST OF THE INTERSECTION OF ROADS, 24 FEET SOUTH OF THE
 KB1069'CENTER OF ROAD, 24 FEET EAST OF CENTER OF ROAD AND 2 FEET SOUTH OF A
 KB1069'POWER POLE.
 KB1069'
 KB1069'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 KB1069'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 KB1069'GROUND AND IS STAMPED HILL 1960. THE MARK IS 109 FEET WEST OF THE
 KB1069'CENTER OF A DRIVEWAY, 18 FEET WEST OF A FENCE CORNER, 16 FEET
 KB1069'NORTH OF THE CENTER OF A ROAD, 3.6 FEET WEST-SOUTHWEST OF A WITNESS
 KB1069'POST AND 1 FOOT SOUTH OF A FENCE.
 KB1069'
 KB1069'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.4 MILE TO
 KB1069'THE MARK ON THE LEFT OR NORTH SIDE OF ROAD.
 KB1069
 KB1069                          STATION RECOVERY (1960)
 KB1069
 KB1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB1069'2.3 MI NE FROM WILLIAMSVILLE.
 KB1069'0.3 MILES WEST ALONG AN ASPHALT STREET FROM THE CITY WATER TOWER
 KB1069'IN WILLIAMSVILLE, THENCE 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY
 KB1069'66, THENCE 0.9 MILES EAST ALONG A GRAVEL ROAD, AT THE JUNCTION
 KB1069'OF AN OILED ROAD SOUTH AND A GRAVEL ROAD NORTH, 19 FEET SOUTH OF
 KB1069'THE CENTER LINE OF THE ROAD, 25 FEET WEST OF THE CENTER LINE OF
 KB1069'THE OILED ROAD SOUTH, 32 FEET SOUTHWEST OF THE CENTER OF THE
 KB1069'JUNCTION, 49 FEET WEST OF A POWER POLE, 40 FEET SOUTH OF A
 KB1069'TELEPHONE POLE, 4.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 KB1069'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KB1069'WITH THE GROUND.
 KB1069
 KB1069                          STATION RECOVERY (1976)
 KB1069
 KB1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1069'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1960 WITH
 KB1069'THE FOLLOWING EXCEPTIONS, AND WERE FOUND TO BE IN GOOD CONDITION.
 KB1069'
 KB1069'REFERENCE MARK 1 IS NOW FLUSH WITH THE GROUND.
 KB1069'
 KB1069'THE FENCE IS NOW GONE AT THE AZIMUTH MARK.  THE MARK IS 5 FEET WEST
 KB1069'OF A TELEPHONE STANDARD.
 KB1069'
 KB1069'TO REACH FROM THE POST OFFICE IN ELKHART, GO EAST ON GOV OGLESBY
 KB1069'STREET FOR 0.1 MILE TO GILLETT STREET.  TURN RIGHT AND GO SOUTH,
 KB1069'WEST AND SOUTH ON SURFACED ROAD FOR 3.1 MILES TO CROSSROAD.  TURN
 KB1069'RIGHT AND GO WEST ON ROAD 12 N FOR 1.2 MILES TO THE AZIMUTH MARK
 KB1069'ON THE RIGHT.  CONTINUE WEST FOR 0.4 MILE TO THE STATION ON THE
 KB1069'LEFT.
 KB1069'
 KB1069'NO OBSERVATIONS OR MEASUREMENTS WERE TAKEN AT THIS TIME.
 KB1069'
 KB1069'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 KB1069'NORTHEAST OF WILLIAMSVILLE.
 KB1069
 KB1069                          STATION RECOVERY (1976)
 KB1069
 KB1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1069'RECOVERED IN GOOD CONDITION.
 KB1069
 KB1069                          STATION RECOVERY (2002)
 KB1069
 KB1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BD)
 KB1069'RECOVERED AS DESCRIBED
 KB1069'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1070 ***********************************************************************
 KB1070  DESIGNATION -  HILL RM 1
 KB1070  PID         -  KB1070
 KB1070  STATE/COUNTY-  IL/LOGAN
 KB1070  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1070
 KB1070                         *CURRENT SURVEY CONTROL
 KB1070  ___________________________________________________________________
 KB1070* NAD 83(1986)-  39 58 35.     (N)    089 30 43.     (W)     SCALED    
 KB1070* NAVD 88     -       176.754  (meters)     579.90   (feet)  ADJUSTED  
 KB1070  ___________________________________________________________________
 KB1070  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KB1070  DYNAMIC HT  -         176.662 (meters)     579.60  (feet)  COMP
 KB1070  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 KB1070
 KB1070  VERT ORDER  -  SECOND    CLASS 0
 KB1070
 KB1070.The horizontal coordinates were scaled from a topographic map and have
 KB1070.an estimated accuracy of +/- 6 seconds.
 KB1070
 KB1070.The orthometric height was determined by differential leveling
 KB1070.and adjusted by the National Geodetic Survey in June 1991..
 KB1070
 KB1070.The geoid height was determined by GEOID03.
 KB1070
 KB1070.The dynamic height is computed by dividing the NAVD 88
 KB1070.geopotential number by the normal gravity value computed on the
 KB1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1070.degrees latitude (g = 980.6199 gals.).
 KB1070
 KB1070.The modeled gravity was interpolated from observed gravity values.
 KB1070
 KB1070;                    North         East    Units  Estimated Accuracy
 KB1070;SPC IL W     -   367,570.      755,930.      MT  (+/- 180 meters Scaled)
 KB1070
 KB1070                          SUPERSEDED SURVEY CONTROL
 KB1070
 KB1070  NGVD 29 (??/??/92)  176.847  (m)          580.21   (f) ADJ UNCH    2 0
 KB1070
 KB1070.Superseded values are not recommended for survey control.
 KB1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1070.See file dsdata.txt to determine how the superseded data were derived.
 KB1070
 KB1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK854281(NAD 83)
 KB1070_MARKER: DR = REFERENCE MARK DISK
 KB1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1070_STAMPING: HILL NO 1 1960
 KB1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1070+STABILITY: SURFACE MOTION
 KB1070
 KB1070  HISTORY     - Date     Condition        Report By
 KB1070  HISTORY     - 1960     MONUMENTED       CGS
 KB1070
 KB1070                          STATION DESCRIPTION
 KB1070
 KB1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1070'2.3 MI NE FROM WILLIAMSVILLE.
 KB1070'0.3 MILES WEST ALONG AN ASPHALT STREET FROM THE CITY WATER TOWER
 KB1070'IN WILLIAMSVILLE, THENCE 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY
 KB1070'66, THENCE 0.9 MILES EAST ALONG A GRAVEL ROAD, AT THE JUNCTION
 KB1070'OF AN OILED ROAD SOUTH AND A GRAVEL ROAD NORTH, 20 FEET NORTH OF
 KB1070'THE CENTER LINE OF THE ROAD, 21 FEET WEST OF THE CENTER LINE OF
 KB1070'THE GRAVEL ROAD NORTH, 29 FEET NORTHWEST OF THE CENTER OF THE
 KB1070'JUNCTION, 2.5 FEET SOUTHWEST OF A TELEPHONE POLE, 60 FEET
 KB1070'NORTHWEST OF A POWERPOLE, 37.7 FEET NORTH NORTHEAST OF TRAVERSE
 KB1070'STATION HILL, 38.5 FEET NORTH OF A METAL WITNESS POST, 0.5 FOOT
 KB1070'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 KB1070'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1068 ***********************************************************************
 KB1068  DESIGNATION -  HILL RM 2
 KB1068  PID         -  KB1068
 KB1068  STATE/COUNTY-  IL/SANGAMON
 KB1068  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1068
 KB1068                         *CURRENT SURVEY CONTROL
 KB1068  ___________________________________________________________________
 KB1068* NAD 83(1986)-  39 58 35.     (N)    089 30 43.     (W)     SCALED    
 KB1068* NAVD 88     -       176.502  (meters)     579.07   (feet)  ADJUSTED  
 KB1068  ___________________________________________________________________
 KB1068  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KB1068  DYNAMIC HT  -         176.410 (meters)     578.77  (feet)  COMP
 KB1068  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 KB1068
 KB1068  VERT ORDER  -  SECOND    CLASS 0
 KB1068
 KB1068.The horizontal coordinates were scaled from a topographic map and have
 KB1068.an estimated accuracy of +/- 6 seconds.
 KB1068
 KB1068.The orthometric height was determined by differential leveling
 KB1068.and adjusted by the National Geodetic Survey in June 1991..
 KB1068
 KB1068.The geoid height was determined by GEOID03.
 KB1068
 KB1068.The dynamic height is computed by dividing the NAVD 88
 KB1068.geopotential number by the normal gravity value computed on the
 KB1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1068.degrees latitude (g = 980.6199 gals.).
 KB1068
 KB1068.The modeled gravity was interpolated from observed gravity values.
 KB1068
 KB1068;                    North         East    Units  Estimated Accuracy
 KB1068;SPC IL W     -   367,570.      755,930.      MT  (+/- 180 meters Scaled)
 KB1068
 KB1068                          SUPERSEDED SURVEY CONTROL
 KB1068
 KB1068  NGVD 29 (??/??/92)  176.594  (m)          579.38   (f) ADJ UNCH    2 0
 KB1068
 KB1068.Superseded values are not recommended for survey control.
 KB1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1068.See file dsdata.txt to determine how the superseded data were derived.
 KB1068
 KB1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK854281(NAD 83)
 KB1068_MARKER: DR = REFERENCE MARK DISK
 KB1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1068_STAMPING: HILL NO 2 1960
 KB1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1068+STABILITY: SURFACE MOTION
 KB1068
 KB1068  HISTORY     - Date     Condition        Report By
 KB1068  HISTORY     - 1960     MONUMENTED       CGS
 KB1068  HISTORY     - 1976     GOOD             NGS
 KB1068
 KB1068                          STATION DESCRIPTION
 KB1068
 KB1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1068'2.3 MI NE FROM WILLIAMSVILLE.
 KB1068'0.3 MILES WEST ALONG AN ASPHALT STREET FROM THE CITY WATER TOWER
 KB1068'IN WILLIAMSVILLE, THENCE 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY
 KB1068'66, THENCE 0.9 MILES EAST ALONG A GRAVEL ROAD, AT THE JUNCTION
 KB1068'OF AN OILED ROAD SOUTH AND A GRAVEL ROAD NORTH, 23 FEET SOUTH OF
 KB1068'THE CENTER LINE OF THE ROAD, 23.5 FEET EAST OF THE CENTER LINE
 KB1068'OF THE OILED ROAD SOUTH, 33.5 FEET SOUTHEAST OF THE CENTER OF
 KB1068'THE JUNCTION, 2 FEET SOUTHWEST OF A POWER POLE, 49.5 FEET EAST
 KB1068'OF TRAVERSE STATION HILL, 46.0 FEET EAST OF A METAL WITNESS POST,
 KB1068'0.5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 KB1068'CONCRETE POST PROJECTING 2 INCHES.
 KB1068
 KB1068                          STATION RECOVERY (1976)
 KB1068
 KB1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0284 ***********************************************************************
 MF0284  DESIGNATION -  HILLMAN
 MF0284  PID         -  MF0284
 MF0284  STATE/COUNTY-  IL/GRUNDY
 MF0284  USGS QUAD   -  GARDNER (1983)
 MF0284
 MF0284                         *CURRENT SURVEY CONTROL
 MF0284  ___________________________________________________________________
 MF0284* NAD 83(1997)-  41 08 26.44666(N)    088 21 47.29510(W)     ADJUSTED  
 MF0284* NAVD 88     -       185.702  (meters)     609.26   (feet)  ADJUSTED  
 MF0284  ___________________________________________________________________
 MF0284  X           -     137,409.094 (meters)                     COMP
 MF0284  Y           -  -4,808,479.193 (meters)                     COMP
 MF0284  Z           -   4,174,302.340 (meters)                     COMP
 MF0284  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 MF0284  ELLIP HEIGHT-         153.13  (meters)          (02/03/05) GPS OBS
 MF0284  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MF0284  DYNAMIC HT  -         185.627 (meters)     609.01  (feet)  COMP
 MF0284  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 MF0284
 MF0284  HORZ ORDER  -  FIRST
 MF0284  VERT ORDER  -  SECOND    CLASS 0
 MF0284  ELLP ORDER  -  FOURTH    CLASS II
 MF0284
 MF0284.The horizontal coordinates were established by GPS observations
 MF0284.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0284
 MF0284.The orthometric height was determined by differential leveling
 MF0284.and adjusted by the National Geodetic Survey in June 1991..
 MF0284
 MF0284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0284
 MF0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0284
 MF0284.The ellipsoidal height was determined by GPS observations
 MF0284.and is referenced to NAD 83.
 MF0284
 MF0284.The geoid height was determined by GEOID03.
 MF0284
 MF0284.The dynamic height is computed by dividing the NAVD 88
 MF0284.geopotential number by the normal gravity value computed on the
 MF0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0284.degrees latitude (g = 980.6199 gals.).
 MF0284
 MF0284.The modeled gravity was interpolated from observed gravity values.
 MF0284
 MF0284;                    North         East     Units Scale Factor Converg.
 MF0284;SPC IL E     -   496,665.049   297,497.820   MT  0.99997508   -0 01 10.6
 MF0284;SPC IL E     - 1,629,475.25    976,040.76   sFT  0.99997508   -0 01 10.6
 MF0284;UTM  16      - 4,555,269.435   385,600.676   MT  0.99976107   -0 53 48.9
 MF0284
 MF0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0284!SPC IL E     -   0.99997598  x   0.99997508  =   0.99995106
 MF0284!UTM  16      -   0.99997598  x   0.99976107  =   0.99973706
 MF0284
 MF0284:                Primary Azimuth Mark                     Grid Az
 MF0284:SPC IL E     -  HILLMAN AZ MK                            089 35 05.1
 MF0284:UTM  16      -  HILLMAN AZ MK                            090 27 43.4
 MF0284
 MF0284|---------------------------------------------------------------------|
 MF0284| PID    Reference Object                     Distance      Geod. Az  |
 MF0284|                                                           dddmmss.s |
 MF0284| CI7519 HILLMAN AZ MK                                      0893354.5 |
 MF0284| MF0285 HILLMAN RM 1                         26.010 METERS 11806     |
 MF0284| MF0283 HILLMAN RM 2                         19.991 METERS 22656     |
 MF0284|---------------------------------------------------------------------|
 MF0284
 MF0284                          SUPERSEDED SURVEY CONTROL
 MF0284
 MF0284  ELLIP H (03/04/03)  153.14   (m)                       GP(       ) 4 2
 MF0284  NAD 83(1997)-  41 08 26.45115(N)    088 21 47.29354(W) AD(       ) 2
 MF0284  NAD 83(1997)-  41 08 26.45643(N)    088 21 47.29820(W) AD(       ) 2
 MF0284  NAD 83(1986)-  41 08 26.46007(N)    088 21 47.30752(W) AD(       ) 2
 MF0284  NAD 27      -  41 08 26.34290(N)    088 21 47.09440(W) AD(       ) 2
 MF0284  NAVD 88 (03/04/03)  185.70   (m)          609.3    (f) LEVELING    3  
 MF0284  NGVD 29 (??/??/92)  185.776  (m)          609.50   (f) ADJ UNCH    2 0
 MF0284
 MF0284.Superseded values are not recommended for survey control.
 MF0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0284.See file dsdata.txt to determine how the superseded data were derived.
 MF0284
 MF0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8560155269(NAD 83)
 MF0284_MARKER: DE = TRAVERSE STATION DISK
 MF0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0284_STAMPING: HILLMAN 1960
 MF0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0284+STABILITY: SURFACE MOTION
 MF0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0284+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 MF0284
 MF0284  HISTORY     - Date     Condition        Report By
 MF0284  HISTORY     - 1960     MONUMENTED       CGS
 MF0284  HISTORY     - 1961     GOOD             NGS
 MF0284  HISTORY     - 200205   GOOD             ASCPC
 MF0284
 MF0284                          STATION DESCRIPTION
 MF0284
 MF0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0284'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF GARDNER, ABOUT
 MF0284'5.0 MILES NORTHEAST OF DWIGHT AND ABOUT 1/4 MILE EAST OF U.S.
 MF0284'HIGHWAY 66.
 MF0284'
 MF0284'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 MF0284'47 AT THE STOP LIGHT IN THE NORTH EDGE OF DWIGHT, GO NORTHEAST
 MF0284'ON U.S. HIGHWAY 66 FOR 3.3 MILES TO CROSSROAD, TURN RIGHT
 MF0284'CROSSING RAILROAD TRACKS AND GO EAST ON GRAVELED ROAD 0.25
 MF0284'MILE TO STATION ON LEFT AS DESCRIBED.
 MF0284'
 MF0284'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED HILLMAN 1960,
 MF0284'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 MF0284'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 37 FEET
 MF0284'WEST OF THE DRIVEWAY TO THE HOME OF RICHARD HILLMAN, 23 FEET
 MF0284'NORTH OF THE CENTER OF ROAD, 5 FEET WEST-SOUTHWEST OF A FENCE
 MF0284'CORNER, 3.8 FEET EAST-SOUTHEAST OF THE WITNESS POST AND 2 FEET
 MF0284'SOUTH OF THE FENCE.
 MF0284'
 MF0284'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED HILLMAN
 MF0284'NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MF0284'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 MF0284'IS 19 FEET SOUTH OF THE CENTER OF ROAD, 5.5 FEET WEST OF A
 MF0284'TELEPHONE POLE AND 1 FOOT NORTH OF FENCE.
 MF0284'
 MF0284'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED HILLMAN
 MF0284'NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MF0284'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 MF0284'IS 85 FEET WEST OF A FIELD ENTRANCE, 20 FEET SOUTH OF THE CENTER
 MF0284'OF ROAD AND 1 FOOT NORTH OF THE FENCE.
 MF0284'
 MF0284'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED HILLMAN
 MF0284'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 MF0284'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 44
 MF0284'FEET SOUTH OF THE CENTER OF ROAD, 22.5 FEET WEST OF THE CENTER
 MF0284'OF ROAD, 3.4 FEET WEST-NORTHWEST OF A FENCE CORNER, 3.2 FEET
 MF0284'WEST-SOUTHWEST OF A TELEPHONE POLE AND 2.1 FEET WEST-NORTHWEST
 MF0284'OF THE WITNESS POST.
 MF0284'
 MF0284'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.3 MILE TO
 MF0284'CROSSROAD AND AZIMUTH MARK IN THE SOUTHWEST CORNER AS DESCRIBED.
 MF0284'
 MF0284'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF0284
 MF0284                          STATION RECOVERY (1961)
 MF0284
 MF0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0284'3.6 MI NE FROM DWIGHT.
 MF0284'ABOUT 3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 MF0284'WITH STATE HIGHWAY 47 NORTH OF DWIGHT, THENCE 0.25 MILES EAST ALONG
 MF0284'A GRAVEL ROAD, AT THE JUNCTION OF A DRIVE NORTH TO A FARM HOUSE,
 MF0284'22.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET WEST OF
 MF0284'THE CENTER LINE OF THE DRIVE NORTH TO THE FARM HOUSE, 2 FEET SOUTH
 MF0284'OF THE FENCE, 5 FEET WEST-SOUTHWEST OF A FENCE CORNER, 50 FEET
 MF0284'WEST OF A POWER POLE WITH A TRANSFORMER, 3.8 FEET EAST-SOUTHEAST
 MF0284'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 MF0284'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0284
 MF0284                          STATION RECOVERY (2002)
 MF0284
 MF0284'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0284'RECOVERED AS DESCRIBED
 MF0284' 
 MF0284'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0285 ***********************************************************************
 MF0285  DESIGNATION -  HILLMAN RM 1
 MF0285  PID         -  MF0285
 MF0285  STATE/COUNTY-  IL/GRUNDY
 MF0285  USGS QUAD   -  GARDNER (1983)
 MF0285
 MF0285                         *CURRENT SURVEY CONTROL
 MF0285  ___________________________________________________________________
 MF0285* NAD 83(1986)-  41 08 26.     (N)    088 21 47.     (W)     SCALED    
 MF0285* NAVD 88     -       185.539  (meters)     608.72   (feet)  ADJUSTED  
 MF0285  ___________________________________________________________________
 MF0285  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MF0285  DYNAMIC HT  -         185.464 (meters)     608.48  (feet)  COMP
 MF0285  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 MF0285
 MF0285  VERT ORDER  -  SECOND    CLASS 0
 MF0285
 MF0285.The horizontal coordinates were scaled from a topographic map and have
 MF0285.an estimated accuracy of +/- 6 seconds.
 MF0285
 MF0285.The orthometric height was determined by differential leveling
 MF0285.and adjusted by the National Geodetic Survey in June 1991..
 MF0285
 MF0285.The geoid height was determined by GEOID03.
 MF0285
 MF0285.The dynamic height is computed by dividing the NAVD 88
 MF0285.geopotential number by the normal gravity value computed on the
 MF0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0285.degrees latitude (g = 980.6199 gals.).
 MF0285
 MF0285.The modeled gravity was interpolated from observed gravity values.
 MF0285
 MF0285;                    North         East    Units  Estimated Accuracy
 MF0285;SPC IL E     -   496,650.      297,510.      MT  (+/- 180 meters Scaled)
 MF0285
 MF0285                          SUPERSEDED SURVEY CONTROL
 MF0285
 MF0285  NGVD 29 (??/??/92)  185.613  (m)          608.97   (f) ADJ UNCH    2 0
 MF0285
 MF0285.Superseded values are not recommended for survey control.
 MF0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0285.See file dsdata.txt to determine how the superseded data were derived.
 MF0285
 MF0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL856552(NAD 83)
 MF0285_MARKER: DR = REFERENCE MARK DISK
 MF0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0285_STAMPING: HILLMAN NO 1 1960
 MF0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0285+STABILITY: SURFACE MOTION
 MF0285
 MF0285  HISTORY     - Date     Condition        Report By
 MF0285  HISTORY     - 1960     MONUMENTED       CGS
 MF0285  HISTORY     - 1961     GOOD             NGS
 MF0285
 MF0285                          STATION DESCRIPTION
 MF0285
 MF0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0285'3.6 MI NE FROM DWIGHT.
 MF0285'ABOUT 3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 MF0285'WITH STATE HIGHWAY 47 NORTH OF DWIGHT, THENCE 0.25 MILES EAST ALONG
 MF0285'A GRAVEL ROAD, AT THE JUNCTION OF A DRIVE NORTH TO A FARM HOUSE,
 MF0285'22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 36 FEET EAST OF THE
 MF0285'EXTENDED CENTER LINE OF THE DRIVE, 1 FOOT NORTH OF THE FENCE,
 MF0285'50 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 85.4
 MF0285'FEET SOUTHEAST OF TRAVERSE STATION HILLMAN, 5 FEET WEST OF A
 MF0285'TELEPHONE POLE, 89.0 FEET SOUTHEAST OF A METAL WITNESS POST, 1
 MF0285'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MF0285'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0283 ***********************************************************************
 MF0283  DESIGNATION -  HILLMAN RM 2
 MF0283  PID         -  MF0283
 MF0283  STATE/COUNTY-  IL/GRUNDY
 MF0283  USGS QUAD   -  GARDNER (1983)
 MF0283
 MF0283                         *CURRENT SURVEY CONTROL
 MF0283  ___________________________________________________________________
 MF0283* NAD 83(1986)-  41 08 26.     (N)    088 21 47.     (W)     SCALED    
 MF0283* NAVD 88     -       185.885  (meters)     609.86   (feet)  ADJUSTED  
 MF0283  ___________________________________________________________________
 MF0283  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MF0283  DYNAMIC HT  -         185.810 (meters)     609.61  (feet)  COMP
 MF0283  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 MF0283
 MF0283  VERT ORDER  -  SECOND    CLASS 0
 MF0283
 MF0283.The horizontal coordinates were scaled from a topographic map and have
 MF0283.an estimated accuracy of +/- 6 seconds.
 MF0283
 MF0283.The orthometric height was determined by differential leveling
 MF0283.and adjusted by the National Geodetic Survey in June 1991..
 MF0283
 MF0283.The geoid height was determined by GEOID03.
 MF0283
 MF0283.The dynamic height is computed by dividing the NAVD 88
 MF0283.geopotential number by the normal gravity value computed on the
 MF0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0283.degrees latitude (g = 980.6199 gals.).
 MF0283
 MF0283.The modeled gravity was interpolated from observed gravity values.
 MF0283
 MF0283;                    North         East    Units  Estimated Accuracy
 MF0283;SPC IL E     -   496,650.      297,510.      MT  (+/- 180 meters Scaled)
 MF0283
 MF0283                          SUPERSEDED SURVEY CONTROL
 MF0283
 MF0283  NGVD 29 (??/??/92)  185.959  (m)          610.10   (f) ADJ UNCH    2 0
 MF0283
 MF0283.Superseded values are not recommended for survey control.
 MF0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0283.See file dsdata.txt to determine how the superseded data were derived.
 MF0283
 MF0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL856552(NAD 83)
 MF0283_MARKER: DR = REFERENCE MARK DISK
 MF0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0283_STAMPING: HILLMAN NO 2 1960
 MF0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0283+STABILITY: SURFACE MOTION
 MF0283
 MF0283  HISTORY     - Date     Condition        Report By
 MF0283  HISTORY     - 1960     MONUMENTED       CGS
 MF0283  HISTORY     - 1961     GOOD             NGS
 MF0283
 MF0283                          STATION DESCRIPTION
 MF0283
 MF0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0283'3.6 MI NE FROM DWIGHT.
 MF0283'ABOUT 3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 MF0283'WITH STATE HIGHWAY 47 NORTH OF DWIGHT, THENCE 0.25 MILES EAST
 MF0283'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A DRICE NORTH TO A FARM
 MF0283'HOUSE, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD 84.5 FEET
 MF0283'WEST OF THE EXTENDED CENTER LINE OF THE DRIVE NORTH TO THE FARM
 MF0283'HOUSE, 1 FOOT NORTH OF THE FENCE, 110 FEET SOUTHWEST OF A POWER
 MF0283'POLE WITH A TRANSFORMER, 65.7 FEET SOUTHWEST OF TRAVERSE STATION
 MF0283'HILLMAN, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MF0283'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3148 ***********************************************************************
 ME3148  DESIGNATION -  HILLSIDE MUNICIPAL TANK
 ME3148  PID         -  ME3148
 ME3148  STATE/COUNTY-  IL/COOK
 ME3148  USGS QUAD   -  HINSDALE (1993)
 ME3148
 ME3148                         *CURRENT SURVEY CONTROL
 ME3148  ___________________________________________________________________
 ME3148* NAD 83(1997)-  41 52 14.77111(N)    087 54 10.62021(W)     ADJUSTED  
 ME3148* NAVD 88     -                                                        
 ME3148  ___________________________________________________________________
 ME3148  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 ME3148  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME3148
 ME3148  HORZ ORDER  -  THIRD
 ME3148
 ME3148.The horizontal coordinates were established by classical geodetic methods
 ME3148.and adjusted by the National Geodetic Survey in October 1999..
 ME3148
 ME3148
 ME3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3148
 ME3148.The geoid height was determined by GEOID03.
 ME3148
 ME3148;                    North         East     Units Scale Factor Converg.
 ME3148;SPC IL E     -   577,838.669   335,728.782   MT  0.99999070   +0 17 14.1
 ME3148;SPC IL E     - 1,895,792.37  1,101,470.18   sFT  0.99999070   +0 17 14.1
 ME3148;UTM  16      - 4,635,822.209   425,068.366   MT  0.99966909   -0 36 09.7
 ME3148
 ME3148                          SUPERSEDED SURVEY CONTROL
 ME3148
 ME3148  NAD 83(1997)-  41 52 14.77117(N)    087 54 10.62068(W) AD(       ) 4
 ME3148  NAD 83(1997)-  41 52 14.77270(N)    087 54 10.63025(W) AD(       ) 4
 ME3148  NAD 83(1986)-  41 52 14.77385(N)    087 54 10.63016(W) AD(       ) 4
 ME3148  NAD 27      -  41 52 14.66572(N)    087 54 10.40841(W) AD(       ) 3
 ME3148
 ME3148.Superseded values are not recommended for survey control.
 ME3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3148.See file dsdata.txt to determine how the superseded data were derived.
 ME3148
 ME3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2506835822(NAD 83)
 ME3148_MARKER: 53 = ELEVATED TANK
 ME3148
 ME3148  HISTORY     - Date     Condition        Report By
 ME3148  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3148  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME3148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3148
 ME3148                          STATION DESCRIPTION
 ME3148
 ME3148'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3148'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3148'TANK LOCATED ON
 ME3148'THE WEST SIDE OF WOLF ROAD BETWEEN HARRISON STREET AND THE RAILROAD
 ME3148'TRACKS IN THE WEST SECTION OF HILLSIDE.
 ME3148'IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL
 ME3148'STRUCTURE AND IS PAINTED SILVER WITH THE NAME
 ME3148'HILLSIDE PAINTED ON THE NORTH AND SOUTH
 ME3148'SIDES IN BLACK LETTERS.  THE HEIGHT IS 147 FEET.
 ME3148
 ME3148                          STATION RECOVERY (1987)
 ME3148
 ME3148'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3148'MARK NOT FOUND.
 ME3148
 ME3148                          STATION RECOVERY (1989)
 ME3148
 ME3148'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3149 ***********************************************************************
 ME3149  DESIGNATION -  HILLSIDE VULCAN CONTAIN INC TK
 ME3149  PID         -  ME3149
 ME3149  STATE/COUNTY-  IL/COOK
 ME3149  USGS QUAD   -  HINSDALE (1993)
 ME3149
 ME3149                         *CURRENT SURVEY CONTROL
 ME3149  ___________________________________________________________________
 ME3149* NAD 83(1997)-  41 52 06.10389(N)    087 52 59.59833(W)     ADJUSTED  
 ME3149* NAVD 88     -                                                        
 ME3149  ___________________________________________________________________
 ME3149  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 ME3149  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME3149
 ME3149  HORZ ORDER  -  THIRD
 ME3149
 ME3149.The horizontal coordinates were established by classical geodetic methods
 ME3149.and adjusted by the National Geodetic Survey in October 1999..
 ME3149
 ME3149
 ME3149.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3149
 ME3149.The geoid height was determined by GEOID03.
 ME3149
 ME3149;                    North         East     Units Scale Factor Converg.
 ME3149;SPC IL E     -   577,579.664   337,367.956   MT  0.99999218   +0 18 01.5
 ME3149;SPC IL E     - 1,894,942.61  1,106,848.04   sFT  0.99999218   +0 18 01.5
 ME3149;UTM  16      - 4,635,537.869   426,702.791   MT  0.99966611   -0 35 22.2
 ME3149
 ME3149                          SUPERSEDED SURVEY CONTROL
 ME3149
 ME3149  NAD 83(1997)-  41 52 06.10394(N)    087 52 59.59881(W) AD(       ) 4
 ME3149  NAD 83(1997)-  41 52 06.10483(N)    087 52 59.60917(W) AD(       ) 4
 ME3149  NAD 83(1986)-  41 52 06.10599(N)    087 52 59.60895(W) AD(       ) 4
 ME3149  NAD 27      -  41 52 05.99827(N)    087 52 59.38900(W) AD(       ) 3
 ME3149
 ME3149.Superseded values are not recommended for survey control.
 ME3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3149.See file dsdata.txt to determine how the superseded data were derived.
 ME3149
 ME3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2670335538(NAD 83)
 ME3149_MARKER: 53 = ELEVATED TANK
 ME3149
 ME3149  HISTORY     - Date     Condition        Report By
 ME3149  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3149  HISTORY     - 1987     GOOD             USPSQD
 ME3149  HISTORY     - 1989     GOOD             USPSQD
 ME3149
 ME3149                          STATION DESCRIPTION
 ME3149
 ME3149'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3149'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 ME3149'VULCAN CONTAINTERS
 ME3149'INCORPORATED PLANT LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION
 ME3149'OF LA GRANGE ROAD (U.S. HIGHWAY 45)
 ME3149'AND THE CONGRESS STREET EXPRESSWAY IN THE SOUTHEAST
 ME3149'EDGE OF HILLSIDE.  IT IS A STEEL TANK SUPPORTED BY A
 ME3149'FOUR-LEGGED STEEL STRUCTURE AND IS
 ME3149'PAINTED SILVER WITH THE NAME VULCAN STEEL SHIPPING CONTAINERS PAINTED
 ME3149'ON THE EAST AND WEST SIDES IN
 ME3149'BLACK LETTERS.  THE HEIGHT IS ABOUT 135 FEET.
 ME3149
 ME3149                          STATION RECOVERY (1987)
 ME3149
 ME3149'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3149'RECOVERED IN GOOD CONDITION.
 ME3149
 ME3149                          STATION RECOVERY (1989)
 ME3149
 ME3149'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1533 ***********************************************************************
 MF1533  DESIGNATION -  HILLSON
 MF1533  PID         -  MF1533
 MF1533  STATE/COUNTY-  IL/LEE
 MF1533  USGS QUAD   -  LEE (1971)
 MF1533
 MF1533                         *CURRENT SURVEY CONTROL
 MF1533  ___________________________________________________________________
 MF1533* NAD 83(1997)-  41 45 41.66051(N)    088 57 39.77314(W)     ADJUSTED  
 MF1533* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 MF1533  ___________________________________________________________________
 MF1533  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MF1533  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF1533
 MF1533  HORZ ORDER  -  THIRD
 MF1533
 MF1533.The horizontal coordinates were established by classical geodetic methods
 MF1533.and adjusted by the National Geodetic Survey in October 1999..
 MF1533
 MF1533.The orthometric height was scaled from a topographic map.
 MF1533
 MF1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1533
 MF1533.The geoid height was determined by GEOID03.
 MF1533
 MF1533;                    North         East     Units Scale Factor Converg.
 MF1533;SPC IL W     -   566,304.314   800,253.374   MT  1.00006481   +0 48 11.0
 MF1533;SPC IL W     - 1,857,950.07  2,625,497.94   sFT  1.00006481   +0 48 11.0
 MF1533;SPC IL E     -   565,811.331   247,800.851   MT  1.00000852   -0 25 05.1
 MF1533;SPC IL E     - 1,856,332.68    812,993.29   sFT  1.00000852   -0 25 05.1
 MF1533;UTM  16      - 4,625,162.902   336,982.151   MT  0.99992703   -1 18 23.1
 MF1533
 MF1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1533!SPC IL W     -   0.99995955  x   1.00006481  =   1.00002435
 MF1533!SPC IL E     -   0.99995955  x   1.00000852  =   0.99996807
 MF1533!UTM  16      -   0.99995955  x   0.99992703  =   0.99988658
 MF1533
 MF1533|---------------------------------------------------------------------|
 MF1533| PID    Reference Object                     Distance      Geod. Az  |
 MF1533|                                                           dddmmss.s |
 MF1533| CI7522 HILLSON RM 2                         10.603 METERS 17805     |
 MF1533| CI7520 HILLSON AZ MK                                      2605633.3 |
 MF1533| CI7521 HILLSON RM 1                          9.419 METERS 35812     |
 MF1533|---------------------------------------------------------------------|
 MF1533
 MF1533                          SUPERSEDED SURVEY CONTROL
 MF1533
 MF1533  NAD 83(1997)-  41 45 41.66199(N)    088 57 39.77654(W) AD(       ) 3
 MF1533  NAD 83(1986)-  41 45 41.66276(N)    088 57 39.78057(W) AD(       ) 3
 MF1533  NAD 27      -  41 45 41.54950(N)    088 57 39.47050(W) AD(       ) 3
 MF1533
 MF1533.Superseded values are not recommended for survey control.
 MF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1533.See file dsdata.txt to determine how the superseded data were derived.
 MF1533
 MF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3698225163(NAD 83)
 MF1533_MARKER: DS = TRIANGULATION STATION DISK
 MF1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1533
 MF1533  HISTORY     - Date     Condition        Report By
 MF1533  HISTORY     - 1954     MONUMENTED       CGS
 MF1533  HISTORY     - 1966     GOOD             CGS
 MF1533  HISTORY     - 19950818 GOOD             USPSQD
 MF1533  HISTORY     - 20020123 GOOD             NGS
 MF1533  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF1533
 MF1533                          STATION DESCRIPTION
 MF1533
 MF1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1533'STATION IS LOCATED ALONG THE EAST SIDE OF A GRAVEL ROAD
 MF1533'ABOUT 8 MILES NORTHEAST OF COMPTON AND ABOUT 4-1/2 MILES
 MF1533'WEST OF SHABBONA.  IT IS 110 FEET NORTHWEST OF THE NORTHWEST
 MF1533'CORNER OF AN ABANDONED FRAME SCHOOL BUILDING, 25 FEET EAST
 MF1533'OF THE CENTER OF THE GRAVEL ROAD, 5 FEET SOUTHWEST OF A WHITE
 MF1533'WITNESS POST AND 2 FEET WEST OF A FENCE.  THE MARK IS FLUSH
 MF1533'AND THE DISK IS STAMPED HILLSON 1954.
 MF1533'
 MF1533'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE CENTER OF THE ROAD,
 MF1533'25 FEET NORTH OF THE WHITE WITNESS POST AND 2 FEET WEST OF
 MF1533'THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HILLSON
 MF1533'NO 1 1954.
 MF1533'
 MF1533'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF A FENCE CORNER,
 MF1533'26 FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT WEST OF
 MF1533'THE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HILLSON
 MF1533'NO 2 1954.
 MF1533'
 MF1533'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 MF1533'30, 10 FEET WEST OF A FENCE CORNER, 1 FOOT EAST OF A WHITE
 MF1533'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH
 MF1533'AND THE DISK IS STAMPED HILLSON 1954.
 MF1533'
 MF1533'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30
 MF1533'AND 51 ABOUT 5 MILES NORTH OF COMPTON, GO EAST ON HIGHWAY
 MF1533'30 FOR 5.85 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MF1533'CONTINUE EAST ON THE HIGHWAY FOR 0.35 MILE TO A GRAVEL CROSSROAD.
 MF1533'TURN LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 0.05 MILE TO
 MF1533'THE STATION ON THE RIGHT AS DESCRIBED.
 MF1533'
 MF1533'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1533
 MF1533                          STATION RECOVERY (1966)
 MF1533
 MF1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1533'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 MF1533'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION AT THIS
 MF1533'TIME.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 MF1533'
 MF1533'THE STATION MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 MF1533'
 MF1533'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 MF1533
 MF1533                          STATION RECOVERY (1995)
 MF1533
 MF1533'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1533'RECOVERED IN GOOD CONDITION.
 MF1533
 MF1533                          STATION RECOVERY (2002)
 MF1533
 MF1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1533'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1533
 MF1533                          STATION RECOVERY (2003)
 MF1533
 MF1533'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1533'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1505 ***********************************************************************
 MF1505  DESIGNATION -  HINCKLEY
 MF1505  PID         -  MF1505
 MF1505  STATE/COUNTY-  IL/DE KALB
 MF1505  USGS QUAD   -  SOMONAUK (1971)
 MF1505
 MF1505                         *CURRENT SURVEY CONTROL
 MF1505  ___________________________________________________________________
 MF1505* NAD 83(1997)-  41 44 52.76229(N)    088 39 02.29639(W)     ADJUSTED  
 MF1505* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 MF1505  ___________________________________________________________________
 MF1505  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 MF1505  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF1505
 MF1505  HORZ ORDER  -  SECOND
 MF1505
 MF1505.The horizontal coordinates were established by classical geodetic methods
 MF1505.and adjusted by the National Geodetic Survey in October 1999..
 MF1505
 MF1505.The orthometric height was scaled from a topographic map.
 MF1505
 MF1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1505
 MF1505.The geoid height was determined by GEOID03.
 MF1505
 MF1505;                    North         East     Units Scale Factor Converg.
 MF1505;SPC IL E     -   564,160.955   273,608.249   MT  0.99998357   -0 12 40.6
 MF1505;SPC IL E     - 1,850,918.07    897,663.06   sFT  0.99998357   -0 12 40.6
 MF1505;UTM  16      - 4,623,112.936   362,757.860   MT  0.99983178   -1 05 57.3
 MF1505
 MF1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1505!SPC IL E     -   0.99996959  x   0.99998357  =   0.99995316
 MF1505!UTM  16      -   0.99996959  x   0.99983178  =   0.99980138
 MF1505
 MF1505|---------------------------------------------------------------------|
 MF1505| PID    Reference Object                     Distance      Geod. Az  |
 MF1505|                                                           dddmmss.s |
 MF1505| CI7525 HINCKLEY RM 2                        16.323 METERS 00808     |
 MF1505| MF1477 HINCKLEY MUNICIPAL TANK             APPROX. 2.3 KM 0133747.0 |
 MF1505| MF1509 24 W USGS 1954                       29.361 METERS 05234     |
 MF1505| CI7523 HINCKLEY AZ MK                                     0873103.2 |
 MF1505| MF1530 WATERMAN MUNICIPAL TANK             APPROX.10.8 KM 2820758.5 |
 MF1505| CI7524 HINCKLEY RM 1                        27.646 METERS 30421     |
 MF1505|---------------------------------------------------------------------|
 MF1505
 MF1505                          SUPERSEDED SURVEY CONTROL
 MF1505
 MF1505  NAD 83(1986)-  41 44 52.76517(N)    088 39 02.30488(W) AD(       ) 2
 MF1505  NAD 27      -  41 44 52.66030(N)    088 39 02.01850(W) AD(       ) 2
 MF1505
 MF1505.Superseded values are not recommended for survey control.
 MF1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1505.See file dsdata.txt to determine how the superseded data were derived.
 MF1505
 MF1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6275823113(NAD 83)
 MF1505_MARKER: DS = TRIANGULATION STATION DISK
 MF1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1505
 MF1505  HISTORY     - Date     Condition        Report By
 MF1505  HISTORY     - 1970     MONUMENTED       NGS
 MF1505  HISTORY     - 19961020 GOOD             USPSQD
 MF1505
 MF1505                          STATION DESCRIPTION
 MF1505
 MF1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1505'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH
 MF1505'MARK WERE FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK
 MF1505'WAS FOUND WITH THE DISK GONE AND THE MONUMENT SIDEWAYS IN THE
 MF1505'HOLE.  24 W (USGS) BM WAS FOUND DESTROYED.  A NEW SURFACE
 MF1505'STATION MARK WAS SET ALONG WITH A REFERENCE MARK 2.  THE
 MF1505'DIRECTION TO REFERENCE MARK 1 CHECKED BUT THE DISTANCE WAS
 MF1505'FOUND TO BE SHORTER BY 0.23 OF A FOOT.  A NEW DESCRIPTION
 MF1505'FOLLOWS--
 MF1505'
 MF1505'THE STATION IS 47 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MF1505'FENCE AROUND ELECTRIC SUB-STATION, 23 FEET SOUTH OF THE
 MF1505'CENTERLINE OF BASTIAN RD., 45 FEET WEST OF THE CENTERLINE OF
 MF1505'SOMONAUK RD., 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND
 MF1505'ON ROAD RIGHT-OF-WAY.  THE MONUMENT IS FLUSH AND THE DISK IS
 MF1505'STAMPED HINCKLEY 1954 1970.
 MF1505'
 MF1505'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HINCKLEY,
 MF1505'GO WEST ON U.S. HIGHWAY 30 FOR 0.6 MILE TO A PAVED CROSSROAD.
 MF1505'TURN LEFT AND GO SOUTH ON SOMONAUK RD. FOR 1.4 MILES TO A
 MF1505'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 MF1505'INTERSECTION.
 MF1505'
 MF1505'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BASTIAN
 MF1505'RD. FOR 0.4 MILE TO THE MARK ON THE LEFT.
 MF1505'
 MF1505'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A FENCE, 15 FEET WEST
 MF1505'OF A POWER POLE, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MF1505'AND 24 FEET EAST OF THE EXTENDED CENTERLINE OF THE ROAD TO
 MF1505'THE SUB-STATION.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MF1505'HINCKLEY NO 1 1954.
 MF1505'
 MF1505'REFERENCE MARK 2 IS 30 FEET NORTH OF THE CENTERLINE OF BASTIAN
 MF1505'RD., 37 FEET WEST OF THE CENTERLINE OF SOMONAUK RD. AND 6
 MF1505'FEET WEST OF A FENCE CORNER.  THE MONUMENT PROJECTS 3 INCHES
 MF1505'AND THE DISK IS STAMPED HINCKLEY 1954 NO 2 1970.
 MF1505'
 MF1505'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST, 30
 MF1505'FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A
 MF1505'FENCE AND 3 FEET WEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS
 MF1505'2 INCHES AND THE DISK IS STAMPED HINCKLEY 1954.
 MF1505'
 MF1505'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1505'
 MF1505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 MF1505'MILES SOUTH OF HINCKLEY
 MF1505
 MF1505                          STATION RECOVERY (1996)
 MF1505
 MF1505'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1477 ***********************************************************************
 MF1477  DESIGNATION -  HINCKLEY MUNICIPAL TANK
 MF1477  PID         -  MF1477
 MF1477  STATE/COUNTY-  IL/DE KALB
 MF1477  USGS QUAD   -  HINCKLEY (1968)
 MF1477
 MF1477                         *CURRENT SURVEY CONTROL
 MF1477  ___________________________________________________________________
 MF1477* NAD 83(1997)-  41 46 05.46284(N)    088 38 38.74952(W)     ADJUSTED  
 MF1477* NAVD 88     -                                                        
 MF1477  ___________________________________________________________________
 MF1477  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 MF1477  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1477
 MF1477  HORZ ORDER  -  THIRD
 MF1477
 MF1477.The horizontal coordinates were established by classical geodetic methods
 MF1477.and adjusted by the National Geodetic Survey in October 1999..
 MF1477
 MF1477
 MF1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1477
 MF1477.The geoid height was determined by GEOID03.
 MF1477
 MF1477;                    North         East     Units Scale Factor Converg.
 MF1477;SPC IL E     -   566,401.902   274,160.381   MT  0.99998321   -0 12 25.2
 MF1477;SPC IL E     - 1,858,270.24    899,474.52   sFT  0.99998321   -0 12 25.2
 MF1477;UTM  16      - 4,625,344.715   363,344.573   MT  0.99982980   -1 05 43.2
 MF1477
 MF1477                          SUPERSEDED SURVEY CONTROL
 MF1477
 MF1477  NAD 83(1986)-  41 46 05.46552(N)    088 38 38.75806(W) AD(       ) 4
 MF1477  NAD 27      -  41 46 05.36000(N)    088 38 38.47200(W) AD(       ) 3
 MF1477
 MF1477.Superseded values are not recommended for survey control.
 MF1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1477.See file dsdata.txt to determine how the superseded data were derived.
 MF1477
 MF1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6334525345(NAD 83)
 MF1477_MARKER: 53 = ELEVATED TANK
 MF1477
 MF1477  HISTORY     - Date     Condition        Report By
 MF1477  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1477  HISTORY     - 1966     GOOD             CGS
 MF1477  HISTORY     - 19961020 MARK NOT FOUND   USPSQD
 MF1477
 MF1477                          STATION DESCRIPTION
 MF1477
 MF1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1477'STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED IN
 MF1477'THE SOUTHWEST SECTION OF HINCKLEY ABOUT 0.05 MILE SOUTH
 MF1477'OF U.S. HIGHWAY 30.  IT IS A FOUR LEGGED STEEL STRUCTURE,
 MF1477'PAINTED SILVER AND IS ABOUT 100 FEET HIGH, HAS THE INSCRIPTION
 MF1477'HINCKLEY IN BLACK LETTERS ON THE EAST AND WEST SIDE.
 MF1477
 MF1477                          STATION RECOVERY (1966)
 MF1477
 MF1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1477'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MF1477'CONDITION AT THIS TIME.
 MF1477'
 MF1477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HINCKLEY
 MF1477
 MF1477                          STATION RECOVERY (1996)
 MF1477
 MF1477'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1157 ***********************************************************************
 KB1157  DESIGNATION -  HINDSBORO
 KB1157  PID         -  KB1157
 KB1157  STATE/COUNTY-  IL/COLES
 KB1157  USGS QUAD   -  HINDSBORO (1982)
 KB1157
 KB1157                         *CURRENT SURVEY CONTROL
 KB1157  ___________________________________________________________________
 KB1157* NAD 83(1997)-  39 38 53.29352(N)    088 08 01.62469(W)     ADJUSTED  
 KB1157* NAVD 88     -       215.3    (meters)     706.     (feet)  VERTCON   
 KB1157  ___________________________________________________________________
 KB1157  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 KB1157  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB1157
 KB1157  HORZ ORDER  -  FIRST
 KB1157
 KB1157.The horizontal coordinates were established by classical geodetic methods
 KB1157.and adjusted by the National Geodetic Survey in October 1999..
 KB1157
 KB1157.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1157
 KB1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1157
 KB1157.The geoid height was determined by GEOID03.
 KB1157
 KB1157;                    North         East     Units Scale Factor Converg.
 KB1157;SPC IL E     -   330,952.539   317,126.951   MT  0.99997861   +0 07 38.4
 KB1157;SPC IL E     - 1,085,800.12  1,040,440.67   sFT  0.99997861   +0 07 38.4
 KB1157;UTM  16      - 4,389,319.226   402,724.381   MT  0.99971650   -0 43 24.6
 KB1157
 KB1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1157!SPC IL E     -   0.99997125  x   0.99997861  =   0.99994986
 KB1157!UTM  16      -   0.99997125  x   0.99971650  =   0.99968776
 KB1157
 KB1157|---------------------------------------------------------------------|
 KB1157| PID    Reference Object                     Distance      Geod. Az  |
 KB1157|                                                           dddmmss.s |
 KB1157| CI7526 HINDSBORO RM 1                       26.817 METERS 21850     |
 KB1157| CI7527 HINDSBORO RM 2                       24.083 METERS 31653     |
 KB1157| KB1158 HINDSBORO AZ MK                     APPROX. 0.5 KM 3244129.3 |
 KB1157|---------------------------------------------------------------------|
 KB1157
 KB1157                          SUPERSEDED SURVEY CONTROL
 KB1157
 KB1157  NAD 83(1997)-  39 38 53.29184(N)    088 08 01.62300(W) AD(       ) 1
 KB1157  NAD 83(1986)-  39 38 53.30401(N)    088 08 01.62166(W) AD(       ) 1
 KB1157  NAD 27      -  39 38 53.18161(N)    088 08 01.48028(W) AD(       ) 1
 KB1157  NGVD 29 (07/19/86)  215.4    (m)          707.     (f) VERT ANG       
 KB1157
 KB1157.Superseded values are not recommended for survey control.
 KB1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1157.See file dsdata.txt to determine how the superseded data were derived.
 KB1157
 KB1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0272489319(NAD 83)
 KB1157_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1157
 KB1157  HISTORY     - Date     Condition        Report By
 KB1157  HISTORY     - 1980     MONUMENTED       NGS
 KB1157
 KB1157                          STATION DESCRIPTION
 KB1157
 KB1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1157'THE STATION IS LOCATED ABOUT 15.7 KM (9-3/4 MI) SOUTHEAST
 KB1157'OF ARCOLA, 8.8 KM (5-1/2 MI) WEST-SOUTHWEST OF OAKLAND,
 KB1157'4.4 KM (2-3/4 MI) SOUTH OF HINDSBORO, IN THE
 KB1157'SE1/4,NW1/4,S19,T14N,R10E OF MORGAN TOWNSHIP, AND ON
 KB1157'PROPERTY OF MR. HOWARD WELLER, RT 1, HINDSBORO, IL 61930.
 KB1157'TELEPHONE NUMBER 217-346-3236.
 KB1157'MR. WELLER IS THE POSTMASTER IN HINDSBORO.
 KB1157'
 KB1157'TO REACH THE STATION FROM THE POST OFFICE IN HINDSBORO, GO
 KB1157'SOUTHWEST ON MISSOURI STREET FOR 0.4 KM (0.25 MI) TO THE
 KB1157'JUNCTION OF STATE HIGHWAY 133.  TURN RIGHT AND GO WEST ON
 KB1157'STATE HIGHWAY 133 FOR 0.3 KM (0.2 MI) TO A CROSSROAD.  TURN
 KB1157'LEFT AND GO SOUTH ON A PAVED ROAD FOR 3.2 KM (2.0 MI) TO A
 KB1157'T-INTERSECTION.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR
 KB1157'0.2 KM (0.15 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 KB1157'CONTINUE EAST ON THE PAVED ROAD FOR 0.2 KM (0.15 MI) TO A
 KB1157'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD
 KB1157'FOR 0.5 KM (0.3 MI) TO A DRIVEWAY AND THE STATION ON THE LEFT.
 KB1157'
 KB1157'THE STATION IS A STANDARD NGS DISK
 KB1157'STAMPED---HINDSBORO 1980---,
 KB1157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1157'RECESSED 34 CM BELOW THE GROUND.  IT IS LOCATED
 KB1157'10.2 METERS (33.5 FT) EAST FROM THE CENTER OF A PAVED ROAD,
 KB1157'6.40 METERS (21.0 FT) WEST-SOUTHWEST FROM A POWER POLE, AND
 KB1157'7.8 METERS (25.6 FT) NORTHEAST FROM THE CENTER OF A DRIVEWAY.
 KB1157'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1157'STAMPED---HINDSBORO 1980---,
 KB1157'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 KB1157'
 KB1157'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1157'STAMPED---HINDSBORO NO 1 1980---,
 KB1157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1157'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 KB1157'6.9 METERS (22.6 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 KB1157'0.68 METER (2.2 FT) SOUTHEAST FROM A METAL WITNESS POST, AND
 KB1157'0.22 METER (0.7 FT) EAST FROM A FENCE.
 KB1157'MARK IS LEVEL WITH STATION.
 KB1157'
 KB1157'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1157'STAMPED---HINDSBORO NO 2 1980---,
 KB1157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1157'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 KB1157'6.7 METERS (22.0 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 KB1157'0.87 METER (2.9 FT) NORTHEAST FROM A METAL WITNESS POST,
 KB1157'0.48 METER (1.6 FT) SOUTH FROM A POWER POLE, AND
 KB1157'0.37 METER (1.2 FT) EAST FROM A FENCE.
 KB1157'MARK IS LEVEL WITH STATION.
 KB1157'
 KB1157'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1157'STAMPED---HINDSBORO 1980---,
 KB1157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1157'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 KB1157'8.0 METERS (26.2 FT) SOUTH FROM THE CENTER OF A PAVED ROAD,
 KB1157'0.95 METER (3.12 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST AND
 KB1157'0.74 METER (2.43 FT) SOUTHWEST FROM A POWER POLE.
 KB1157'
 KB1157'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 29.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1160 ***********************************************************************
 KB1160  DESIGNATION -  HINDSBORO MUNICIPAL TANK
 KB1160  PID         -  KB1160
 KB1160  STATE/COUNTY-  IL/DOUGLAS
 KB1160  USGS QUAD   -  HINDSBORO (1982)
 KB1160
 KB1160                         *CURRENT SURVEY CONTROL
 KB1160  ___________________________________________________________________
 KB1160* NAD 83(1997)-  39 41 02.03862(N)    088 07 57.48171(W)     ADJUSTED  
 KB1160* NAVD 88     -                                                        
 KB1160  ___________________________________________________________________
 KB1160  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 KB1160  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB1160
 KB1160  HORZ ORDER  -  THIRD
 KB1160
 KB1160.The horizontal coordinates were established by classical geodetic methods
 KB1160.and adjusted by the National Geodetic Survey in October 1999..
 KB1160
 KB1160
 KB1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1160
 KB1160.The geoid height was determined by GEOID03.
 KB1160
 KB1160;                    North         East     Units Scale Factor Converg.
 KB1160;SPC IL E     -   334,923.315   317,216.847   MT  0.99997865   +0 07 41.4
 KB1160;SPC IL E     - 1,098,827.58  1,040,735.61   sFT  0.99997865   +0 07 41.4
 KB1160;UTM  16      - 4,393,287.187   402,873.213   MT  0.99971614   -0 43 23.9
 KB1160
 KB1160                          SUPERSEDED SURVEY CONTROL
 KB1160
 KB1160  NAD 83(1997)-  39 41 02.03681(N)    088 07 57.47978(W) AD(       ) 4
 KB1160  NAD 83(1986)-  39 41 02.04895(N)    088 07 57.47831(W) AD(       ) 4
 KB1160  NAD 27      -  39 41 01.92773(N)    088 07 57.33558(W) AD(       ) 3
 KB1160
 KB1160.Superseded values are not recommended for survey control.
 KB1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1160.See file dsdata.txt to determine how the superseded data were derived.
 KB1160
 KB1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0287393287(NAD 83)
 KB1160_MARKER: 53 = ELEVATED TANK
 KB1160
 KB1160  HISTORY     - Date     Condition        Report By
 KB1160  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1160
 KB1160                          STATION DESCRIPTION
 KB1160
 KB1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1160'THE STATION, HINDSBORO MUNICIPAL WATER TANK, IS THE TOP CENTER OF
 KB1160'A 4-LEGGED, 110 FEET ELEVATED WATER TANK, SILVER IN COLOR WITH
 KB1160'BLACK LETTERING (HINDSBORO) AND IS OWNED BY THE CITY OF HINDSBORO.
 KB1160'
 KB1160'THE STATION IS LOCATED IN THE CENTER OF HINDSBORO, IN THE
 KB1160'SOUTHWEST ANGLE OF THE INTERSECTION OF FIFTH AND ILLINOIS STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1675 ***********************************************************************
 HB1675  DESIGNATION -  HINES
 HB1675  PID         -  HB1675
 HB1675  STATE/COUNTY-  IL/UNION
 HB1675  USGS QUAD   -  LICK CREEK (1996)
 HB1675
 HB1675                         *CURRENT SURVEY CONTROL
 HB1675  ___________________________________________________________________
 HB1675* NAD 83(1997)-  37 34 07.13689(N)    089 04 33.20543(W)     ADJUSTED  
 HB1675* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 HB1675  ___________________________________________________________________
 HB1675  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HB1675  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HB1675
 HB1675  HORZ ORDER  -  FIRST
 HB1675
 HB1675.The horizontal coordinates were established by classical geodetic methods
 HB1675.and adjusted by the National Geodetic Survey in October 1999..
 HB1675
 HB1675.The orthometric height was scaled from a topographic map.
 HB1675
 HB1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1675
 HB1675.The geoid height was determined by GEOID03.
 HB1675
 HB1675;                    North         East     Units Scale Factor Converg.
 HB1675;SPC IL W     -   100,655.281   796,359.845   MT  1.00005551   +0 39 54.4
 HB1675;SPC IL W     -   330,233.20  2,612,723.92   sFT  1.00005551   +0 39 54.4
 HB1675;SPC IL E     -   100,358.570   234,400.385   MT  1.00002798   -0 27 09.9
 HB1675;SPC IL E     -   329,259.74    769,028.60   sFT  1.00002798   -0 27 09.9
 HB1675;UTM  16      - 4,159,982.940   316,669.620   MT  1.00001401   -1 15 57.8
 HB1675
 HB1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1675!SPC IL W     -   0.99996388  x   1.00005551  =   1.00001939
 HB1675!SPC IL E     -   0.99996388  x   1.00002798  =   0.99999186
 HB1675!UTM  16      -   0.99996388  x   1.00001401  =   0.99997789
 HB1675
 HB1675|---------------------------------------------------------------------|
 HB1675| PID    Reference Object                     Distance      Geod. Az  |
 HB1675|                                                           dddmmss.s |
 HB1675| HB1676 HINES RM 3                           21.605 METERS 06605     |
 HB1675| CI3831 HINES RM 1                           11.928 METERS 18313     |
 HB1675| HB1712 ANNA STATE HOSPITAL STACK           APPROX.17.8 KM 2352738.5 |
 HB1675| CI3832 HINES RM 2                          145.765 METERS 26402     |
 HB1675| CI3830 HINES AZ MK                                        2804841.7 |
 HB1675| HB1689 CARBONDALE STC W TANK               APPROX.21.7 KM 3221945.1 |
 HB1675| HB1688 CARBONDALE STC SPIRE                APPROX.21.8 KM 3224500.1 |
 HB1675|---------------------------------------------------------------------|
 HB1675
 HB1675                          SUPERSEDED SURVEY CONTROL
 HB1675
 HB1675  NAD 83(1997)-  37 34 07.14458(N)    089 04 33.20495(W) AD(       ) 1
 HB1675  NAD 83(1986)-  37 34 07.14581(N)    089 04 33.20679(W) AD(       ) 1
 HB1675  NAD 27      -  37 34 06.96700(N)    089 04 32.93300(W) AD(       ) 1
 HB1675
 HB1675.Superseded values are not recommended for survey control.
 HB1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1675.See file dsdata.txt to determine how the superseded data were derived.
 HB1675
 HB1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1667059983(NAD 83)
 HB1675_MARKER: DS = TRIANGULATION STATION DISK
 HB1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1675
 HB1675  HISTORY     - Date     Condition        Report By
 HB1675  HISTORY     - 1930     MONUMENTED       CGS
 HB1675  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HB1675
 HB1675                          STATION DESCRIPTION
 HB1675
 HB1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1675'ABOUT 12 MILES NORTHEAST OF ANNA, 10 MILES NORTH OF EAST OF COBDEN,
 HB1675'IN SOUTHWEST CORNER OF WEST HALF OF NW 1/4 SEC. 14, T. 11S., R. 1
 HB1675'E., 3D P.M., ON LAND OWNED BY MRS. MARY F. HINES, 11.9 METERS (39
 HB1675'FEET) NORTH OF NORTHEAST CORNER OF HOUSE, 16 METERS (52 FEET)
 HB1675'SOUTHWEST OF SOUTHWEST CORNER OF BARN, AND 7.6 METERS (25 FEET) NORTH
 HB1675'BY EAST OF CENTER OF STONE CISTERN.  TO REACH FROM ANNA, GO SOUTH
 HB1675'0.7 MILE ON UNITED STATES ROUTE 51 TO VIENNA ROAD, FOLLOW THIS ROAD
 HB1675'0.8 MILE, TAKE LEFT ROAD 0.7 MILE, TAKE LEFT FORK 2.6 MILES, TURN
 HB1675'RIGHT (EAST) 0.5 MILE, JOG NORTH, AND TURN EAST 1.8 MILES TO
 HB1675'SARATOGA STORE, TURN LEFT (NORTH), AND GO 3.5 MILES TO FORK, KEEP
 HB1675'RIGHT-HAND ROAD 1.4 MILES TO ROAD TURNING NORTH 0.1 MILE EAST OF HALL
 HB1675'CHURCH, FOLLOW THIS ROAD NORTH 0.9 MILE (KEEPING LEFT FORK IN CREEK
 HB1675'BOTTOM 0.4 MILE), KEEP STRAIGHT ROAD 0.7 MILE, AND CONTINUE
 HB1675'STRAIGHT AHEAD ON ROAD BEARING NORTHEAST 1.1 MILES TO MRS. HINES
 HB1675'HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 HB1675'DISKS IN CONCRETE.  UPPER MARK IS FLUSH WITH
 HB1675'GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 HB1675'CONCRETE.  NO. 1 IS AT NORTHEAST CORNER OF HOUSE, AND
 HB1675'11.93 METERS (39.1 FEET) FROM STATION.
 HB1675'NO. 2 IS 2 FEET NORTH OF EAST-AND-WEST FENCE, WHERE IT BREAKS TO
 HB1675'SOUTHWEST, 20 FEET NORTH OF CENTER OF ROAD, AND ABOUT 150 METERS (492
 HB1675'FEET) FROM STATION.
 HB1675
 HB1675                          STATION RECOVERY (1957)
 HB1675
 HB1675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1675'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 HB1675'RECOVERED.  THE DISKS HAD BEEN DEFACED, POSSIBLY BY CHILDREN,
 HB1675'BUT THE STATION DISK AND REFERENCE MARK 2 WERE STILL LEGIBLE.  THE
 HB1675'DISK FOR REFERENCE MARK 1 WAS RE-STAMPED BY THIS PARTY.  THE ROAD
 HB1675'AND OTHER OBJECTS NOTED IN THE ORIGINAL DESCRIPTION HAVE BEEN
 HB1675'CHANGED.  AN AZIMUTH MARK AND REFERENCE MARK 3 WERE ESTABLISHED
 HB1675'AT THIS TIME.  THE STATION IS UNDER A POWER LINE, AND WAS OCCUPIED
 HB1675'ECCENTRICALLY OVER REFERENCE MARK 3.  A COMPLETE NEW DESCRIPTION
 HB1675'FOLLOWS-
 HB1675'
 HB1675'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF GOREVILLE,
 HB1675'ABOUT 12 MILES NORTHEAST OF ANNA, ABOUT 14 MILES SOUTHWEST OF
 HB1675'MARION AND ON PROPERTY OWNED BY MR. EUGENE SKELTON.  IT IS 38 FEET
 HB1675'NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE, 92 FEET EAST OF
 HB1675'THE CENTERLINE OF A GRAVELED ROAD, 80 FEET SOUTHWEST OF A WHITE
 HB1675'WITNESS POST, 33 FEET WEST OF A POWER LINE POLE AND 14 FEET SOUTH OF
 HB1675'THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT IS FLUSH AND THE MARK
 HB1675'IS STAMPED HINES 1930.
 HB1675'
 HB1675'TO REACH THE STATION FROM THE GOREVILLE PUBLIC SCHOOL IN THE WEST
 HB1675'PART OF GOREVILLE, GO NORTH ON GRAVELED ROAD FOR 0.2 MILE TO A SIDE
 HB1675'ROAD WEST.  TURN LEFT, WEST AND GO 3.9 MILES TO A T-ROAD
 HB1675'INTERSECTION.  TURN RIGHT, NORTH AND GO 0.4 MILE TO A SIDE ROAD LEFT,
 HB1675'WEST.  TURN LEFT AND GO 1.7 MILES TO A SIDE ROAD RIGHT, NORTH AND THE
 HB1675'STATION AS IT IS DESCRIBED ABOVE.
 HB1675'
 HB1675'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WESTERLY ON THE
 HB1675'GRAVELED ROAD FOR 0.75 MILE TO A T-ROAD INTERSECTION.
 HB1675'TURN RIGHT AND GO NORTH AND THEN WEST FOR 0.85 MILE TO THE AZIMUTH
 HB1675'MARK ON THE RIGHT, NORTH SIDE OF THE ROAD.
 HB1675'
 HB1675'REFERENCE MARK 1 IS 2 FEET EAST OF THE NORTHEAST CORNER OF THE FRAME
 HB1675'HOUSE.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED HINES NO
 HB1675'1 1930.
 HB1675'
 HB1675'REFERENCE MARK 2 IS 55 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HB1675'ROAD, 4 FEET NORTH OF A TELEPHONE POLE AND 4 FEET EAST OF A
 HB1675'FENCE POST WHERE FENCE BENDS TO THE SOUTHWEST.  THE MONUMENT IS FLUSH
 HB1675'AND THE MARK IS STAMPED HINES NO 2 1930.
 HB1675'
 HB1675'REFERENCE MARK 3 IS 10 FEET WEST OF A WHITE WITNESS POST, 42 FEET
 HB1675'NORTHEAST OF A POWER LINE POLE AND 22 FEET WEST OF THE NORTHWEST
 HB1675'CORNER OF A BARN.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED
 HB1675'HINES NO 3 1930.
 HB1675'
 HB1675'THE AZIMUTH MARK IS 2 FEET SOUTH OF A FENCE, 85 FEET NORTH-NORTHEAST
 HB1675'OF THE NORTHEAST CORNER OF A FRAME HOUSE, 23 FEET NORTH OF THE
 HB1675'CENTERLINE OF A GRAVELED ROAD, 54 FEET WEST OF A TRANSFORMER POLE AND
 HB1675'2 FEET EAST OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 HB1675'AND THE MARK IS STAMPED HINES 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1676 ***********************************************************************
 HB1676  DESIGNATION -  HINES RM 3
 HB1676  PID         -  HB1676
 HB1676  STATE/COUNTY-  IL/UNION
 HB1676  USGS QUAD   -  LICK CREEK (1996)
 HB1676
 HB1676                         *CURRENT SURVEY CONTROL
 HB1676  ___________________________________________________________________
 HB1676* NAD 83(1997)-  37 34 07.42096(N)    089 04 32.40063(W)     ADJUSTED  
 HB1676* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 HB1676  ___________________________________________________________________
 HB1676  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HB1676  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HB1676
 HB1676  HORZ ORDER  -  FIRST
 HB1676
 HB1676.The horizontal coordinates were established by classical geodetic methods
 HB1676.and adjusted by the National Geodetic Survey in October 1999..
 HB1676
 HB1676.The orthometric height was scaled from a topographic map.
 HB1676
 HB1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1676
 HB1676.The geoid height was determined by GEOID03.
 HB1676
 HB1676;                    North         East     Units Scale Factor Converg.
 HB1676;SPC IL W     -   100,664.268   796,379.493   MT  1.00005555   +0 39 54.9
 HB1676;SPC IL W     -   330,262.69  2,612,788.39   sFT  1.00005555   +0 39 54.9
 HB1676;SPC IL E     -   100,367.172   234,420.204   MT  1.00002795   -0 27 09.5
 HB1676;SPC IL E     -   329,287.96    769,093.62   sFT  1.00002795   -0 27 09.5
 HB1676;UTM  16      - 4,159,991.259   316,689.558   MT  1.00001392   -1 15 57.3
 HB1676
 HB1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1676!SPC IL W     -   0.99996388  x   1.00005555  =   1.00001943
 HB1676!SPC IL E     -   0.99996388  x   1.00002795  =   0.99999183
 HB1676!UTM  16      -   0.99996388  x   1.00001392  =   0.99997780
 HB1676
 HB1676|---------------------------------------------------------------------|
 HB1676| PID    Reference Object                     Distance      Geod. Az  |
 HB1676|                                                           dddmmss.s |
 HB1676| CI3831 HINES RM 1                           29.057 METERS 22440     |
 HB1676| HB1675 HINES                                21.605 METERS 24605     |
 HB1676| CI3832 HINES RM 2                                         26144     |
 HB1676| CI3830 HINES AZ MK                                        2802441.8 |
 HB1676|---------------------------------------------------------------------|
 HB1676
 HB1676                          SUPERSEDED SURVEY CONTROL
 HB1676
 HB1676  NAD 83(1997)-  37 34 07.42865(N)    089 04 32.40015(W) AD(       ) 1
 HB1676  NAD 83(1986)-  37 34 07.42989(N)    089 04 32.40197(W) AD(       ) 1
 HB1676  NAD 27      -  37 34 07.25101(N)    089 04 32.12806(W) AD(       ) 1
 HB1676
 HB1676.Superseded values are not recommended for survey control.
 HB1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1676.See file dsdata.txt to determine how the superseded data were derived.
 HB1676
 HB1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1669059991(NAD 83)
 HB1676_MARKER: DR = REFERENCE MARK DISK
 HB1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HB1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1676+STABILITY: SURFACE MOTION
 HB1676
 HB1676  HISTORY     - Date     Condition        Report By
 HB1676  HISTORY     - 1957     MONUMENTED       CGS
 HB1676  HISTORY     - 1960     GOOD             CGS
 HB1676  HISTORY     - 1961     GOOD             CGS
 HB1676
 HB1676                          STATION DESCRIPTION
 HB1676
 HB1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1676'THE STATION WAS ESTABLISHED IN 1957 BUT NO DESCRIPTION WAS WRITTEN.
 HB1676'A DIRECTION WAS TAKEN TO REFERENCE MARKS 1 AND 2 BUT NO
 HB1676'MEASUREMENT WAS TAKEN.  THE DIRECTION TO REFERENCE MARK 1 CHECKED.
 HB1676'THE DIRECTION TO REFERENCE MARK 2 DID NOT CHECK BY 03 MINUTES AND
 HB1676'46 SECONDS.  THE TRAVERSE DISTANCE AND THE DIRECTION TO HINES 1930
 HB1676'CHECKED.  THE DIRECTION TO THE AZIMUTH MARK CHECKED.
 HB1676'
 HB1676'THE STATION MARK, HINES 1930, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 HB1676'MARK WERE RECOVERED.  THE DISK ON REFERENCE MARK 1 HAS BEEN DEFACED
 HB1676'BUT IS STILL LEGIBLE.  THE DISK ON HINES 1930 HAS SOME MARKS BUT IS
 HB1676'STILL IN GOOD CONDITION.
 HB1676'
 HB1676'A DESCRIPTION AND TO REACH FOLLOWS-
 HB1676'
 HB1676'THE STATION IS ABOUT 14 MILES SOUTHWEST OF MARION, ABOUT 12 MILES
 HB1676'NORTHEAST OF ANNA, ABOUT 6 MILES WEST-NORTHWEST OF GOREVILLE AND
 HB1676'ON THE PROPERTY OF MR. EUGENE SKELTON.  IT IS 42 FEET NORTHEAST OF A
 HB1676'POWER POLE, 26 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A BARN AND
 HB1676'22 FEET WEST OF THE NORTHWEST CORNER OF THE BARN.  THE MONUMENT
 HB1676'PROJECTS 2 INCHES AND THE DISK IS STAMPED HINES NO 3 1930.
 HB1676'
 HB1676'TO REACH THE STATION FROM THE GOREVILLE PUBLIC SCHOOL IN THE WEST
 HB1676'PART OF GOREVILLE, GO NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO A SIDE
 HB1676'ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 3.9 MILES TO
 HB1676'A T-ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.4 MILE
 HB1676'TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 HB1676'1.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A
 HB1676'GRAVELED ROAD FOR ABOUT 75 FEET TO A DRIVEWAY RIGHT.  TURN RIGHT AND
 HB1676'GO EAST ON THE DRIVEWAY FOR ABOUT 165 FEET TO THE STATION AS
 HB1676'DESCRIBED.
 HB1676'
 HB1676'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON THE
 HB1676'GRAVELED ROAD FOR 0.75 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTH
 HB1676'AND WEST ON A GRAVEL ROAD FOR 0.85 MILE TO THE TOP OF A HILL AND THE
 HB1676'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HB1676'
 HB1676'REFERENCE MARK 1 IS 2 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE.
 HB1676'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HINES NO 1 1930.
 HB1676'
 HB1676'REFERENCE MARK 2 IS 55 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HB1676'ROAD, 4 FEET NORTH OF A TELEPHONE POLE WITH A GUY WIRE, 4 FEET
 HB1676'EAST OF A FENCE POST AT A POINT WHERE THE FENCE BENDS FROM WEST TO
 HB1676'SOUTHWEST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT IS
 HB1676'FLUSH AND THE DISK IS STAMPED HINES NO 2 1930.
 HB1676'
 HB1676'THE AZIMUTH MARK IS 85 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 HB1676'OF A FRAME HOUSE, 54 FEET WEST OF A POWER POLE WITH A
 HB1676'TRANSFORMER, 23 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 2
 HB1676'FEET SOUTH OF A WIRE FENCE AND 2 FEET EAST OF A WITNESS POST.  THE
 HB1676'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED HINES 1930.
 HB1676'
 HB1676'HINES 1930 IS 95 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 38
 HB1676'FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 33 FEET WEST OF
 HB1676'A POWER POLE, AND 12 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY.  THE
 HB1676'MONUMENT IS 1 INCH BELOW THE SURFACE OF THE GROUND AND THE DISK
 HB1676'IS STAMPED HINES 1930.
 HB1676'
 HB1676'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1676
 HB1676                          STATION RECOVERY (1961)
 HB1676
 HB1676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1676'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 HB1676'DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE PREVIOUS
 HB1676'DESCRIPTION IS ADEQUATE.
 HB1676'
 HB1676'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3100 ***********************************************************************
 ME3100  DESIGNATION -  HINES VETERANS ADM HOSP E TK
 ME3100  PID         -  ME3100
 ME3100  STATE/COUNTY-  IL/COOK
 ME3100  USGS QUAD   -  BERWYN (1993)
 ME3100
 ME3100                         *CURRENT SURVEY CONTROL
 ME3100  ___________________________________________________________________
 ME3100* NAD 83(1997)-  41 51 24.89231(N)    087 50 15.25131(W)     ADJUSTED  
 ME3100* NAVD 88     -                                                        
 ME3100  ___________________________________________________________________
 ME3100  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 ME3100  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME3100
 ME3100  HORZ ORDER  -  THIRD
 ME3100
 ME3100.The horizontal coordinates were established by classical geodetic methods
 ME3100.and adjusted by the National Geodetic Survey in October 1999..
 ME3100
 ME3100
 ME3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3100
 ME3100.The geoid height was determined by GEOID03.
 ME3100
 ME3100;                    North         East     Units Scale Factor Converg.
 ME3100;SPC IL E     -   576,329.072   341,165.302   MT  0.99999584   +0 19 50.9
 ME3100;SPC IL E     - 1,890,839.63  1,119,306.49   sFT  0.99999584   +0 19 50.9
 ME3100;UTM  16      - 4,634,228.889   430,479.006   MT  0.99965947   -0 33 32.1
 ME3100
 ME3100                          SUPERSEDED SURVEY CONTROL
 ME3100
 ME3100  NAD 83(1997)-  41 51 24.89241(N)    087 50 15.25171(W) AD(       ) 4
 ME3100  NAD 83(1997)-  41 51 24.89432(N)    087 50 15.26134(W) AD(       ) 4
 ME3100  NAD 83(1986)-  41 51 24.89528(N)    087 50 15.26106(W) AD(       ) 4
 ME3100  NAD 27      -  41 51 24.78458(N)    087 50 15.04808(W) AD(       ) 3
 ME3100
 ME3100.Superseded values are not recommended for survey control.
 ME3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3100.See file dsdata.txt to determine how the superseded data were derived.
 ME3100
 ME3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3047934229(NAD 83)
 ME3100_MARKER: 53 = ELEVATED TANK
 ME3100
 ME3100  HISTORY     - Date     Condition        Report By
 ME3100  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3100  HISTORY     - 1977     GOOD             NGS
 ME3100  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3100
 ME3100                          STATION DESCRIPTION
 ME3100
 ME3100'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3100'THE STATION IS THE CENTER OF THE TOP OF THE EAST AND LARGER OF
 ME3100'TWO WATER TANKS OF
 ME3100'THE VETERANS ADMINISTRATION HOSPITAL LOCATED ON THE EAST SIDE OF THE
 ME3100'MAIN BUILDINGS OF THE HOSPITAL ABOUT
 ME3100'0.4 MILE SOUTH AND ABOUT 0.3 MILE WEST OF THE INTERSECTION
 ME3100'OF ROOSEVELT ROAD (U.S. HIGHWAY 30A) AND FIRST AVENUE
 ME3100'IN THE CENTRAL SECTION OF
 ME3100'HINES.  IT IS A STEEL TANK SUPPORTED BY AN EIGHT-LEGGED STEEL
 ME3100'STRUCTURE AND IS PAINTED CREAM
 ME3100'COLOR.  THE HEIGHT IS ABOUT 135 FEET.
 ME3100
 ME3100                          STATION RECOVERY (1977)
 ME3100
 ME3100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (PK)
 ME3100'RECOVERED AS DESCRIBED, EXCEPT ROOSEVELT ROAD IS STATE ROUTE 38.
 ME3100'
 ME3100'DISTANCE AND DIRECTION FROM NEAREST TOWN--HINES ILLINOIS.
 ME3100
 ME3100                          STATION RECOVERY (1989)
 ME3100
 ME3100'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1751 ***********************************************************************
 MF1751  DESIGNATION -  HINRICHS
 MF1751  PID         -  MF1751
 MF1751  STATE/COUNTY-  IL/WHITESIDE
 MF1751  USGS QUAD   -  MILLEDGEVILLE (1985)
 MF1751
 MF1751                         *CURRENT SURVEY CONTROL
 MF1751  ___________________________________________________________________
 MF1751* NAD 83(1997)-  41 55 27.70251(N)    089 47 42.20447(W)     ADJUSTED  
 MF1751* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 MF1751  ___________________________________________________________________
 MF1751  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 MF1751  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MF1751
 MF1751  HORZ ORDER  -  FIRST
 MF1751
 MF1751.The horizontal coordinates were established by classical geodetic methods
 MF1751.and adjusted by the National Geodetic Survey in October 1999..
 MF1751
 MF1751.The orthometric height was scaled from a topographic map.
 MF1751
 MF1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1751
 MF1751.The geoid height was determined by GEOID03.
 MF1751
 MF1751;                    North         East     Units Scale Factor Converg.
 MF1751;SPC IL W     -   583,748.535   730,822.805   MT  0.99995286   +0 14 53.9
 MF1751;SPC IL W     - 1,915,181.65  2,397,707.82   sFT  0.99995286   +0 14 53.9
 MF1751;UTM  16      - 4,645,156.936   268,236.109   MT  1.00026101   -1 52 06.0
 MF1751
 MF1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1751!SPC IL W     -   0.99996360  x   0.99995286  =   0.99991646
 MF1751!UTM  16      -   0.99996360  x   1.00026101  =   1.00022460
 MF1751
 MF1751:                Primary Azimuth Mark                     Grid Az
 MF1751:SPC IL W     -  HINRICHS AZ MK                           099 59 41.1
 MF1751:UTM  16      -  HINRICHS AZ MK                           102 06 41.0
 MF1751
 MF1751|---------------------------------------------------------------------|
 MF1751| PID    Reference Object                     Distance      Geod. Az  |
 MF1751|                                                           dddmmss.s |
 MF1751| CI7528 HINRICHS AZ MK                                     1001435.0 |
 MF1751| CI7529 HINRICHS RM 1                        46.034 METERS 18116     |
 MF1751| CI7530 HINRICHS RM 2                        43.047 METERS 30231     |
 MF1751| NH1562 LANARK MUNICIPAL TANK               APPROX.20.2 KM 3504724.5 |
 MF1751| NH1563 LANARK HIGH SCHOOL TOWER            APPROX.19.8 KM 3521238.7 |
 MF1751|---------------------------------------------------------------------|
 MF1751
 MF1751                          SUPERSEDED SURVEY CONTROL
 MF1751
 MF1751  NAD 83(1997)-  41 55 27.70252(N)    089 47 42.20448(W) AD(       ) 1
 MF1751  NAD 83(1986)-  41 55 27.70725(N)    089 47 42.20709(W) AD(       ) 1
 MF1751  NAD 27      -  41 55 27.60300(N)    089 47 41.78800(W) AD(       ) 1
 MF1751
 MF1751.Superseded values are not recommended for survey control.
 MF1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1751.See file dsdata.txt to determine how the superseded data were derived.
 MF1751
 MF1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6823645157(NAD 83)
 MF1751_MARKER: DS = TRIANGULATION STATION DISK
 MF1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1751
 MF1751  HISTORY     - Date     Condition        Report By
 MF1751  HISTORY     - 1935     MONUMENTED       CGS
 MF1751  HISTORY     - 1938     GOOD             CGS
 MF1751  HISTORY     - 19940824 MARK NOT FOUND   USPSQD
 MF1751  HISTORY     - 19990505 MARK NOT FOUND   USPSQD
 MF1751  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 MF1751  HISTORY     - 20050322 MARK NOT FOUND   USPSQD
 MF1751
 MF1751                          STATION DESCRIPTION
 MF1751
 MF1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1751'THIS STATION IS ABOUT 2-1/2 MILES SSW OF MILLEDGEVILLE, AND
 MF1751'1 MILE N OF COLETA.  NEAR THE CENTER OF SEC. 3, T 22 N, R 6 E,
 MF1751'ON LAND OWNED BY MR. ELMER H. HINRICHS.  THE MARK IS IN MR.
 MF1751'HINRICHS FARMYARD.  153 FEET E OF THE E SIDE OF A LARGE HENHOUSE.
 MF1751'72 FEET S OF THE NE CORNER OF THE FARMYARD.  1/2 FOOT W OF
 MF1751'THE E FENCE OF THE FARMYARD.  25 FEET NNE OF A LARGE LEANING
 MF1751'TREE.  AND PROJECTS 1 INCH.
 MF1751'
 MF1751'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MF1751'BRONZE DISKS SET IN CONCRETE.
 MF1751'
 MF1751'REFERENCE MARK NO. 1 IS S OF THE STATION, 1/2 FOOT W OF THE E
 MF1751'FENCE OF THE FARMYARD.  30 YARDS N OF THE CENTER LINE OF THE
 MF1751'E-W ROAD PAST THE FARM.  254.68 FEET SSE OF REFERENCE MARK
 MF1751'NO. 2, AND IS SET FLUSH.  REFERENCE MARK NO. 2 IS NW OF THE
 MF1751'STATION, 1/2 FOOT S OF THE N FENCE OF THE FARMYARD.  18 YARDS
 MF1751'NE OF THE NE CORNER OF THE LARGE HENHOUSE.  AND IS SET FLUSH.
 MF1751'
 MF1751'THE AZIMUTH MARK IS E OF THE STATION.  1/2 FOOT N OF THE S
 MF1751'RIGHT-OF-WAY FENCE OF THE E-W ROAD.  ABOUT 70 YARDS SW OF A
 MF1751'LARGE SQUARE WHITE FARMHOUSE.  AND PROJECTS 4 INCHES.
 MF1751'
 MF1751'TO REACH FROM THE E EDGE OF MILLEDGEVILLE, GO S ON ROUTE 40,
 MF1751'2.6 MILES, TURN W ON CROSS ROAD, GO 1.3 MILES TO MR. HINRICHS
 MF1751'HOUSE AND THE STATION.
 MF1751'
 MF1751'A LIGHT 100 FEET ABOVE JECKLIN COMES INTO VIEW 30 FEET ABOVE
 MF1751'THIS STATION.
 MF1751'
 MF1751'LIGHTS 100 FEET ABOVE TREI AND HOLLENBECK COME INTO VIEW
 MF1751'25 FEET ABOVE THIS STATION.
 MF1751'
 MF1751'LIGHTS 100 FEET ABOVE LONG, ROCKI, MORRISON, AND BYERS ARE
 MF1751'VISIBLE FROM THE GROUND AT THIS STATION.
 MF1751
 MF1751                          STATION RECOVERY (1938)
 MF1751
 MF1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 MF1751'STATION HINRICHS (1935) WAS FOUND AS DESCRIBED.
 MF1751'AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  STATION IS
 MF1751'1 MILE N OF COLETA, 2-3/4 MILES S, 1 MILE W OF MILLEDGEVILLE,
 MF1751'AND 1/2 MILE S OF THE CARROLL-WHITESIDE COUNTY LINE NEAR THE
 MF1751'CENTER OF SEC. 3, T 22 N, R 6 E, ON THE LAND OF ELMER H.
 MF1751'HINRICHS.  STATION MARK IS IN HINRICHS FARMYARD, 153 FEET
 MF1751'E OF THE E SIDE OF A LARGE HENHOUSE, 72 FEET S OF THE NE
 MF1751'CORNER OF FENCE AROUND FARMYARD, 1/2 FOOT W OF THE E FARMYARD
 MF1751'FENCE, AND PROJECTS 1 INCH.
 MF1751'
 MF1751'THE AZIMUTH MARK WAS FOUND AS DESCRIBED.  IT IS
 MF1751'ESE OF THE STATION, 1/2 FOOT N OF THE S OF RIGHT-OF-WAY FENCE,
 MF1751'25 FEET S OF THE CENTER LINE OF A GRADED ROAD, AND 70 YARDS
 MF1751'SW OF A LARGE WHITE HOUSE.  IT PROJECTS 6 INCHES.
 MF1751'
 MF1751'REFERENCE MARK NO. 1 WAS FOUND AS DESCRIBED.
 MF1751'AND PROJECTING 1 INCH.  IT IS S OF THE STATION, 1/2 FOOT W
 MF1751'OF THE E YARD FENCE, AND 30 YARDS N OF THE CENTER LINE OF
 MF1751'ROAD.  REFERENCE MARK NO. 2 WAS FOUND AS DESCRIBED.
 MF1751'AND FLUSH WITH THE GROUND.  IT IS NW OF STATION, 1/2
 MF1751'FOOT S OF THE N YARD FENCE, AND 18 YARDS NE OF LARGE HENHOUSE.
 MF1751'
 MF1751'STATION WAS REACHED FROM THE KRAFT-PHOENIX CHEESE CO., PLANT
 MF1751'IN MILLEDGEVILLE BY GOING S ON ILLINOIS NO. 88 FOR 2.5 MILES
 MF1751'TO CROSSROADS AND SCHOOL, THEN RIGHT, OR W, ON GRAVEL ROAD FOR
 MF1751'1.35 MILES TO THE ELMER H. HINRICHS FARM HOME ON THE RIGHT
 MF1751'AND THE STATION.
 MF1751'
 MF1751'STATION BYERS (1935) WITH A 90-FOOT TOWER IS VISIBLE FROM
 MF1751'THE GROUND AT THIS STATION.  STATION MORRISON (1935) WITH A
 MF1751'30-FOOT TOWER, STATIONS ASHBY (1931), FREDERICK, AND LANARK
 MF1751'(USGS) (1927) WITH 90-FOOT TOWERS REQUIRE A 37-FOOT TOWER
 MF1751'HERE.  STATION JECKLIN (1935) WITH A 90-FOOT TOWER REQUIRES
 MF1751'A 64-FOOT TOWER HERE.  AND STATION LEWIS (1931) WITH A 90-FOOT
 MF1751'TOWER REQUIRES A 77-FOOT TOWER HERE.
 MF1751
 MF1751                          STATION RECOVERY (1994)
 MF1751
 MF1751'RECOVERY NOTE BY US POWER SQUADRON 1994
 MF1751'MARK NOT FOUND.
 MF1751
 MF1751                          STATION RECOVERY (1999)
 MF1751
 MF1751'RECOVERY NOTE BY US POWER SQUADRON 1999
 MF1751'MARK NOT FOUND.
 MF1751
 MF1751                          STATION RECOVERY (2003)
 MF1751
 MF1751'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MF1751'RM 1 AND 2 NOT FOUND. AZIMUTH MARK LOCATED IN GOOD CONDITION
 MF1751
 MF1751                          STATION RECOVERY (2005)
 MF1751
 MF1751'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF1751'RM 1 NOT FOUND. AZIMUTH FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3153 ***********************************************************************
 ME3153  DESIGNATION -  HINSDALE
 ME3153  PID         -  ME3153
 ME3153  STATE/COUNTY-  IL/DU PAGE
 ME3153  USGS QUAD   -  HINSDALE (1993)
 ME3153
 ME3153                         *CURRENT SURVEY CONTROL
 ME3153  ___________________________________________________________________
 ME3153* NAD 83(1997)-  41 46 03.50406(N)    087 56 43.94256(W)     ADJUSTED  
 ME3153* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 ME3153  ___________________________________________________________________
 ME3153  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 ME3153  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 ME3153
 ME3153  HORZ ORDER  -  THIRD
 ME3153
 ME3153.The horizontal coordinates were established by classical geodetic methods
 ME3153.and adjusted by the National Geodetic Survey in October 1999..
 ME3153
 ME3153.The orthometric height was scaled from a topographic map.
 ME3153
 ME3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3153
 ME3153.The geoid height was determined by GEOID03.
 ME3153
 ME3153;                    North         East     Units Scale Factor Converg.
 ME3153;SPC IL E     -   566,367.479   332,244.848   MT  0.99998779   +0 15 29.9
 ME3153;SPC IL E     - 1,858,157.30  1,090,039.97   sFT  0.99998779   +0 15 29.9
 ME3153;UTM  16      - 4,624,410.075   421,408.017   MT  0.99967601   -0 37 47.5
 ME3153
 ME3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3153!SPC IL E     -   0.99996994  x   0.99998779  =   0.99995773
 ME3153!UTM  16      -   0.99996994  x   0.99967601  =   0.99964596
 ME3153
 ME3153:                Primary Azimuth Mark                     Grid Az
 ME3153:SPC IL E     -  HINSDALE AZ MK                           001 24 08.3
 ME3153:UTM  16      -  HINSDALE AZ MK                           002 17 25.7
 ME3153
 ME3153|---------------------------------------------------------------------|
 ME3153| PID    Reference Object                     Distance      Geod. Az  |
 ME3153|                                                           dddmmss.s |
 ME3153| CM3672 HINSDALE AZ MK                                     0013938.2 |
 ME3153| ME3157 HINSDALE MUNICIPAL STANDPIPE        APPROX. 2.3 KM 0243945.2 |
 ME3153| ME3006 ARGONNE FOREST USFP TANK            APPROX. 7.8 KM 1592641.1 |
 ME3153| CM3674 HINSDALE AZ MK 3                                   1724649.3 |
 ME3153| CM3673 HINSDALE AZ MK 2                                   1730813.3 |
 ME3153| CM3678 HINSDALE RM 4                        27.376 METERS 17833     |
 ME3153| CM3675 HINSDALE RM 1                        23.659 METERS 18243     |
 ME3153| MF1327 LEMONT MICROWAVE KSA 79 TOWER       APPROX.13.4 KM 2060031.7 |
 ME3153| ME3004 ARGONNE NATL LAB LARGER W TK        APPROX. 7.3 KM 2103456.5 |
 ME3153| MF1331 DOWNERS GROVE MICROWAVE MAST        APPROX. 6.3 KM 2404913.4 |
 ME3153| CM3677 HINSDALE RM 3                         2.311 METERS 27915     |
 ME3153| CM3676 HINSDALE RM 2                         2.303 METERS 27937     |
 ME3153| MF1296 DOWNERS GROVE MUNICIPAL TANK        APPROX. 5.8 KM 2931733.3 |
 ME3153| ME3156 DOWNERS GROVE RAD WCFL E MST        APPROX. 6.6 KM 3281838.8 |
 ME3153| ME3155 CLARENDON HILLS E MUN TANK          APPROX. 3.4 KM 3433943.3 |
 ME3153|---------------------------------------------------------------------|
 ME3153
 ME3153                          SUPERSEDED SURVEY CONTROL
 ME3153
 ME3153  NAD 83(1997)-  41 46 03.50430(N)    087 56 43.94312(W) AD(       ) 3
 ME3153  NAD 83(1997)-  41 46 03.50778(N)    087 56 43.95020(W) AD(       ) 3
 ME3153  NAD 83(1986)-  41 46 03.50806(N)    087 56 43.95016(W) AD(       ) 3
 ME3153  NAD 27      -  41 46 03.40180(N)    087 56 43.73190(W) AD(       ) 3
 ME3153
 ME3153.Superseded values are not recommended for survey control.
 ME3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3153.See file dsdata.txt to determine how the superseded data were derived.
 ME3153
 ME3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2140824410(NAD 83)
 ME3153_MARKER: DS = TRIANGULATION STATION DISK
 ME3153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3153_STAMPING: HINSDALE 1956
 ME3153_MARK LOGO: CGS   
 ME3153_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3153+STABILITY: SURFACE MOTION
 ME3153
 ME3153  HISTORY     - Date     Condition        Report By
 ME3153  HISTORY     - 1956     MONUMENTED       CGS
 ME3153  HISTORY     - 1967     GOOD             CGS
 ME3153  HISTORY     - 1972     GOOD             NGS
 ME3153  HISTORY     - 1974     GOOD             ALSTER
 ME3153  HISTORY     - 1976     GOOD             LOCENG
 ME3153  HISTORY     - 1978     GOOD             NGS
 ME3153  HISTORY     - 19830615 GOOD             NGS
 ME3153  HISTORY     - 1989     GOOD             USPSQD
 ME3153
 ME3153                          STATION DESCRIPTION
 ME3153
 ME3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3153'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF HINSDALE ON THE
 ME3153'WEST SIDE OF STATE HIGHWAY 83 AND
 ME3153'ON HIGHWAY RIGHT-OF-WAY.  IT IS 74 FEET WEST OF THE CENTER OF THE
 ME3153'HIGHWAY, 11 FEET EAST OF THE EAST EDGE
 ME3153'OF A CULTIVATED FIELD AND 8 FEET SOUTHEAST OF A
 ME3153'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 ME3153'DISK IS STAMPED HINSDALE 1956.
 ME3153'
 ME3153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 ME3153'HIGHWAY 83 WHICH IS ABOUT 1
 ME3153'MILE NORTHWEST OF HINSDALE, GO SOUTH ON STATE HIGHWAY 83 FOR 2.9
 ME3153'MILES TO THE AZIMUTH MARK ON THE
 ME3153'EAST SIDE AS DESCRIBED.  CONTINUE SOUTH ON STATE HIGHWAY 83
 ME3153'FOR 0.25 MILE TO THE STATION ON THE WEST SIDE
 ME3153'AS DESCRIBED.
 ME3153'
 ME3153'REFERENCE MARK 1 IS 80 FEET WEST OF THE CENTER OF STATE HIGHWAY 83
 ME3153'AND 5 FEET EAST OF THE
 ME3153'EAST EDGE OF A CULTIVATED FIELD.  THE MARK IS FLUSH AND THE DISK IS
 ME3153'STAMPED HINSDALE NO 1 1956.
 ME3153'
 ME3153'REFERENCE MARK 2 IS 82 FEET WEST OF THE CENTER OF STATE HIGHWAY 83
 ME3153'AND 2 FEET SOUTH OF A
 ME3153'WHITE WITNESS POST, SET IN THE RIGHT-OF-WAY LINE.  THE MARK IS FLUSH
 ME3153'AND THE DISK IS STAMPED HINSDALE
 ME3153'NO 2 1956.
 ME3153'
 ME3153'THE AZIMUTH MARK IS 109 FEET EAST OF THE CENTER OF STATE HIGHWAY 83,
 ME3153'84 FEET SOUTH OF THE
 ME3153'CENTER OF A GRAVELED DRIVEWAY AND 13 FEET SOUTHWEST OF A WHITE
 ME3153'WITNESS POST.  THE MARK IS FLUSH
 ME3153'AND THE DISK IS STAMPED HINSDALE 1956.
 ME3153'
 ME3153'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ME3153
 ME3153                          STATION RECOVERY (1967)
 ME3153
 ME3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME3153'THE STATION MARK ALONG WITH THE REFERENCE MARKS WERE FOUND IN
 ME3153'GOOD CONDITION.  A
 ME3153'2 HOUR SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT
 ME3153'COULD NOT BE FOUND AND IS ASSUMED
 ME3153'LOST.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 ME3153'THE DISTANCE TO THE REFERENCE MARKS CHECKED BUT THE
 ME3153'DIRECTION
 ME3153'WAS FOUND TO BE IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 ME3153'
 ME3153'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF HINSDALE, 245 FEET
 ME3153'NORTH OF THE
 ME3153'CENTERLINE OF 67TH STREET, 71 FEET WEST OF THE CENTERLINE
 ME3153'OF STATE HIGHWAY 83 (SOUTH
 ME3153'BOUND LANE) AND 1 FOOT EAST OF A METAL WITNESS
 ME3153'POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 ME3153'STAMPED HINSDALE 1956.
 ME3153'
 ME3153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 ME3153'STATE HIGHWAY 83
 ME3153'ABOUT 1 MILE WEST OF HINSDALE, GO SOUTH ON HIGHWAY 83
 ME3153'FOR 3.1 MILES TO THE STATION ON THE
 ME3153'RIGHT.
 ME3153'
 ME3153'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON THE
 ME3153'HIGHWAY FOR 0.3
 ME3153'MILE TO THE MARK ON THE LEFT.
 ME3153'
 ME3153'REFERENCE MARK 1 IS 167 FEET NORTH OF THE CENTERLINE OF THE STREET,
 ME3153'77 FEET WEST OF
 ME3153'THE CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY
 ME3153'AND 75 FEET SOUTH OF THE WITNESS
 ME3153'POST.  THE MONUMENT IS FLUSH AND THE
 ME3153'DISK IS STAMPED HINSDALE NO 1 1956.
 ME3153'
 ME3153'REFERENCE MARK 2 IS 79 FEET WEST OF THE CENTERLINE OF THE SOUTH
 ME3153'BOUND LANE OF THE
 ME3153'HIGHWAY, 245 FEET NORTH OF THE CENTER OF THE STREET,
 ME3153'AND 6 FEET WEST OF THE WITNESS POST.
 ME3153'THE MONUMENT IS FLUSH AND THE DISK
 ME3153'IS STAMPED HINSDALE NO 2 1956.
 ME3153'
 ME3153'*THE AZIMUTH MARK DISK IS SET IN A DRILL HOLE IN A 3 FOOT SQUARE
 ME3153'CONCRETE BOX
 ME3153'CULVERT ON THE EAST SIDE AND LEVEL WITH THE HIGHWAY.  IT
 ME3153'IS 120 FEET SOUTH OF THE
 ME3153'CENTERLINE OF A GRAVELED ROAD, 20 FEET EAST
 ME3153'OF THE CENTERLINE OF THE NORTH BOUND LANE
 ME3153'OF THE HIGHWAY.
 ME3153'
 ME3153'NOTE- AN INSTRUMENT CAN BE SET UP ON THIS POINT IF NEEDED.
 ME3153'
 ME3153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- HINSDALE 2-1/2
 ME3153'MILES SOUTHWEST
 ME3153'
 ME3153'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME3153
 ME3153                          STATION RECOVERY (1972)
 ME3153
 ME3153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 ME3153'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 ME3153'REFERENCE MARK 2
 ME3153'WAS FOUND WITH THE DISK PARTIALLY TORN OFF BY
 ME3153'GRADING AND REFERENCE MARK 3 WAS
 ME3153'SET USING THE SAME MONUMENT.  THE 1967
 ME3153'AZIMUTH MARK WAS NOT FOUND AND ASSUMED TO HAVE BEEN
 ME3153'DESTROYED SINCE THE
 ME3153'AREA IS NOW A SHOPPING CENTER.  THE DISTANCE AND DIRECTION TO
 ME3153'REFERENCE MARK 1
 ME3153'CHECKED.  A NEW DESCRIPTION FOLLOWS-
 ME3153'
 ME3153'THE STATION MARK IS 18 FEET SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 ME3153'POST, 1 FOOT EAST
 ME3153'OF A METAL WITNESS POST, 245 FEET NORTH OF THE CENTERLINE
 ME3153'OF 67TH STREET AND 71 FEET WEST OF
 ME3153'THE SOUTH BOUND LANE OF STATE
 ME3153'HIGHWAY 83.  THE MONUMENT IS 2 INCHES UNDERGROUND AND
 ME3153'THE DISK IS
 ME3153'STAMPED HINSDALE 1956.
 ME3153'
 ME3153'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 83 AND
 ME3153'U.S. HIGHWAY 34
 ME3153'(ABOUT 1 MILE WEST OF HINSDALE), GO SOUTH ON HIGHWAY
 ME3153'83 FOR 3.1 MILES TO THE STATION ON
 ME3153'THE RIGHT.  CONTINUE SOUTH ON THE
 ME3153'HIGHWAY FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 ME3153'LEFT.
 ME3153'
 ME3153'REFERENCE MARK 1 IS 167 FEET NORTH OF THE CENTERLINE OF THE STREET,
 ME3153'77 FEET WEST OF
 ME3153'THE SOUTH BOUND LANE OF THE HIGHWAY AND 1 FOOT NORTH
 ME3153'OF A METAL WITNESS POST.  THE
 ME3153'MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME3153'HINSDALE NO 1 1956.
 ME3153'
 ME3153'REFERENCE MARK 3 IS 16 FEET SOUTH OF THE RIGHT-OF-WAY POST, 1 FOOT
 ME3153'EAST OF A METAL
 ME3153'WITNESS POST, 79 FEET WEST OF THE CENTERLINE OF THE
 ME3153'SOUTH BOUND LANE OF THE HIGHWAY
 ME3153'AND 245 FEET NORTH OF THE CENTERLINE OF
 ME3153'THE STREET.  THE MONUMENT PROJECTS 2 INCHES AND
 ME3153'THE DISK IS STAMPED
 ME3153'HINSDALE 1956 NO 3 1972.
 ME3153'
 ME3153'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HINSDALE 1956 1972,
 ME3153'SET IN A DRILL
 ME3153'HOLE IN THE TOP OF THE CONCRETE CURBING AT THE NORTHWEST
 ME3153'ENTRANCE TO K MART, 27 FEET SOUTH
 ME3153'OF THE CENTERLINE OF DRIVE, 56 FEET
 ME3153'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 ME3153'THE HIGWHAY, 2 FEET
 ME3153'EAST OF WEST END OF THE CURBING AND 9 FEET SOUTH OF THE SOUTH
 ME3153'CURBING OF THE
 ME3153'DRIVE.
 ME3153'
 ME3153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 ME3153'SOUTHWEST OF HINSDALE
 ME3153'
 ME3153'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET
 ME3153
 ME3153                          STATION RECOVERY (1974)
 ME3153
 ME3153'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1974 (LC)
 ME3153'RECOVERED BY ALSTER AND ASSOCIATES INC
 ME3153'
 ME3153'HINSDALE 1956 GOOD
 ME3153'
 ME3153'HINSDALE NO 1 1956 GOOD- WITNESS
 ME3153'POST SET 0.65 FT W OF MONUMENT
 ME3153'
 ME3153'HINSDALE NO 3 1956-1972 GOOD- WITNESS POST SET 0.5 FT W OF MONUMENT
 ME3153'
 ME3153'NO EVID OF AZ MK. NO 3 FOOT SQUARE CONC CULV IN AREA, ONLY A ROUND
 ME3153'IRON GRATE DROP INLET FOR STORM SEWER.
 ME3153
 ME3153                          STATION RECOVERY (1976)
 ME3153
 ME3153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (ARS)
 ME3153'HINSDALE RECOVERED GOOD CONDITION AS DESCRIBED.
 ME3153'
 ME3153'RM 1 NOT FOUND - MAY BE BURIED.
 ME3153'
 ME3153'RM 2 RECOVERED GOOD CONDITION AS DESCRIBED.
 ME3153'
 ME3153'AZ MK NO. 2 NOT FOUND - PROBABLY DESTROYED BY HIGHWAY CONST.
 ME3153'
 ME3153'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MI. S. OF HINSDALE.
 ME3153
 ME3153                          STATION RECOVERY (1978)
 ME3153
 ME3153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ME3153'STATION MARKM REFERENCE MARK 3 AND THE 1972 AZIMUTH MARK FOUND IN
 ME3153'GOOD CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED
 ME3153'DESTROYED WHEN EITHER A WATER SYSTEM WAS PUT IN OR A GAS LINE THAT
 ME3153'ALSO IS NEAR WHERE REFERENCE MARK 1 WAS LOCATED.  REFERENCE
 ME3153'MARK 4 WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND
 ME3153'DIRECTION TO REFERENCE MARK 3 CHECKED.
 ME3153'
 ME3153'THE STATION IS LOCATED AT THE EAST EDGE OF LAKE HINSDALE VILLAGE
 ME3153'CONDOMINIUMS AND ON HIGHWAY RIGHT-OF-WAY.  THE 1972 DESCRIPTION IS
 ME3153'ADEQUATE TO RECOVER THE STATION.
 ME3153'
 ME3153'REFERENCE MARK 4 IS 73 FEET WEST OF THE CENTERLINE OF THE SOUTH
 ME3153'BOUND TRAFFIC OF THE HIGHWAY, 36 FEET NORTH OF A POWER POLE, 5 FEET
 ME3153'NORTH OF A TRIPLE TRUNK TREE AND 1 FOOT EAST OF A METAL WITNESS
 ME3153'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED HINSDALE
 ME3153'1956 NO 4 1978.
 ME3153'
 ME3153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES SOUTH
 ME3153'OF HINSDALE.
 ME3153'
 ME3153'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME3153
 ME3153                          STATION RECOVERY (1983)
 ME3153
 ME3153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 ME3153'THE STATION MARK AND RM 4 WAS RECOVERED IN GOOD CONDITION, EXCEPT RM 4
 ME3153'IS BLOCKED BY SHRUBBERY AND NO OBSERVATIONS WERE TAKEN ON THIS MARK.
 ME3153'RM 3 WAS RECOVERED AND HAS BEEN HIT BY MACHINERY AND HAS THE NE CORNER
 ME3153'BROKEN OFF.  THE DISTANCE WAS FOUND TO BE SHORTER BY 0.04 OF A FOOT
 ME3153'AND DIRECTION MISSED BY 10 MINUTES 52.12 SECONDS FROM THE 1972
 ME3153'DESCRIPTION.  THE AZ MK 3 WAS RECOVERED WITH THE CURB IT IS SET
 ME3153'CRUMBLING AWAY AND A NEW AZ MK 4 WAS ESTABLISHED AT THIS TIME, 4 FT
 ME3153'(1.2 M) W FROM AZ MK 3 AND IS DESCRIBED BELOW.  THE AZ MK 4 IS A
 ME3153'STANDARD NGS DISK STAMPED---HINSDALE 1956 NO 4 1983---, SET INTO THE
 ME3153'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 15.85
 ME3153'METERS (52.00 FT) E OF THE CENTERLINE OF THE N BOUND LANE OF HWY 83,
 ME3153'8.23 METERS (27.00 FT) S FROM THE CENTERLINE OF THE NW ENTRANCE AND
 ME3153'2.74 METERS (8.99 FT) W FROM THE W END OF CURBING.  THE TO REACH FOR
 ME3153'THIS STATION IS STILL ADEQUATE.  A TRAVERSE CONNECTION WAS MADE TO
 ME3153'BOTH AZ MK 2, WHICH IN NOW DESTROYED, AND AZ MK 3 USING ELECTRONIC
 ME3153'DISTANCE MEASURING EQUIPMENT.
 ME3153
 ME3153                          STATION RECOVERY (1989)
 ME3153
 ME3153'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3157 ***********************************************************************
 ME3157  DESIGNATION -  HINSDALE MUNICIPAL STANDPIPE
 ME3157  PID         -  ME3157
 ME3157  STATE/COUNTY-  IL/DU PAGE
 ME3157  USGS QUAD   -  HINSDALE (1993)
 ME3157
 ME3157                         *CURRENT SURVEY CONTROL
 ME3157  ___________________________________________________________________
 ME3157* NAD 83(1997)-  41 47 10.08979(N)    087 56 03.09153(W)     ADJUSTED  
 ME3157* NAVD 88     -                                                        
 ME3157  ___________________________________________________________________
 ME3157  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 ME3157  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 ME3157
 ME3157  HORZ ORDER  -  THIRD
 ME3157
 ME3157.The horizontal coordinates were established by classical geodetic methods
 ME3157.and adjusted by the National Geodetic Survey in October 1999..
 ME3157
 ME3157
 ME3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3157
 ME3157.The geoid height was determined by GEOID03.
 ME3157
 ME3157;                    North         East     Units Scale Factor Converg.
 ME3157;SPC IL E     -   568,426.085   333,178.854   MT  0.99998854   +0 15 57.5
 ME3157;SPC IL E     - 1,864,911.25  1,093,104.29   sFT  0.99998854   +0 15 57.5
 ME3157;UTM  16      - 4,626,453.313   422,373.525   MT  0.99967415   -0 37 21.1
 ME3157
 ME3157                          SUPERSEDED SURVEY CONTROL
 ME3157
 ME3157  NAD 83(1997)-  41 47 10.08990(N)    087 56 03.09206(W) AD(       ) 4
 ME3157  NAD 83(1997)-  41 47 10.09184(N)    087 56 03.09988(W) AD(       ) 4
 ME3157  NAD 83(1986)-  41 47 10.09246(N)    087 56 03.09979(W) AD(       ) 4
 ME3157  NAD 27      -  41 47 09.98392(N)    087 56 02.87526(W) AD(       ) 3
 ME3157
 ME3157.Superseded values are not recommended for survey control.
 ME3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3157.See file dsdata.txt to determine how the superseded data were derived.
 ME3157
 ME3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2237426453(NAD 83)
 ME3157_MARKER: 52 = STANDPIPE TANK
 ME3157
 ME3157  HISTORY     - Date     Condition        Report By
 ME3157  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3157  HISTORY     - 1987     GOOD             USPSQD
 ME3157  HISTORY     - 19970915 GOOD             USPSQD
 ME3157  HISTORY     - 19980418 GOOD             USPSQD
 ME3157
 ME3157                          STATION DESCRIPTION
 ME3157
 ME3157'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3157'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3157'SUPPLY STANDPIPE
 ME3157'LOCATED ABOUT 0.2 MILE SOUTHWEST OF THE HINSDALE TOWNSHIP HIGH
 ME3157'SCHOOL, 0.2 MILE EAST OF MADISON
 ME3157'STREET AND ABOUT 0.05 MILE NORTH OF 57TH STREET IN THE SOUTH
 ME3157'SECTION OF HINSDALE.  IT IS A STEEL
 ME3157'STRUCTURE ABOUT 50 FEET IN DIAMETER AND ABOUT 100
 ME3157'FEET HIGH AND IS PAINTED GREEN WITH A SILVER TOP.
 ME3157
 ME3157                          STATION RECOVERY (1987)
 ME3157
 ME3157'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3157'RECOVERED IN GOOD CONDITION.
 ME3157
 ME3157                          STATION RECOVERY (1997)
 ME3157
 ME3157'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3157'RECOVERED IN GOOD CONDITION.
 ME3157
 ME3157                          STATION RECOVERY (1998)
 ME3157
 ME3157'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME3157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0330 ***********************************************************************
 MF0330  DESIGNATION -  HITTS
 MF0330  PID         -  MF0330
 MF0330  STATE/COUNTY-  IL/WILL
 MF0330  USGS QUAD   -  WILMINGTON (1993)
 MF0330
 MF0330                         *CURRENT SURVEY CONTROL
 MF0330  ___________________________________________________________________
 MF0330* NAD 83(1997)-  41 19 33.71454(N)    088 11 34.32118(W)     ADJUSTED  
 MF0330* NAVD 88     -       168.030  (meters)     551.28   (feet)  ADJUSTED  
 MF0330  ___________________________________________________________________
 MF0330  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MF0330  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MF0330  DYNAMIC HT  -         167.966 (meters)     551.07  (feet)  COMP
 MF0330  MODELED GRAV-     980,243.7   (mgal)                       NAVD 88
 MF0330
 MF0330  HORZ ORDER  -  SECOND
 MF0330  VERT ORDER  -  SECOND    CLASS 0
 MF0330
 MF0330.The horizontal coordinates were established by classical geodetic methods
 MF0330.and adjusted by the National Geodetic Survey in October 1999..
 MF0330
 MF0330.The orthometric height was determined by differential leveling
 MF0330.and adjusted by the National Geodetic Survey in June 1991..
 MF0330
 MF0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0330
 MF0330.The geoid height was determined by GEOID03.
 MF0330
 MF0330.The dynamic height is computed by dividing the NAVD 88
 MF0330.geopotential number by the normal gravity value computed on the
 MF0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0330.degrees latitude (g = 980.6199 gals.).
 MF0330
 MF0330.The modeled gravity was interpolated from observed gravity values.
 MF0330
 MF0330;                    North         East     Units Scale Factor Converg.
 MF0330;SPC IL E     -   517,258.546   311,759.442   MT  0.99997670   +0 05 33.9
 MF0330;SPC IL E     - 1,697,039.08  1,022,830.77   sFT  0.99997670   +0 05 33.9
 MF0330;UTM  16      - 4,575,636.976   400,173.099   MT  0.99972264   -0 47 16.0
 MF0330
 MF0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0330!SPC IL E     -   0.99997879  x   0.99997670  =   0.99995549
 MF0330!UTM  16      -   0.99997879  x   0.99972264  =   0.99970144
 MF0330
 MF0330|---------------------------------------------------------------------|
 MF0330| PID    Reference Object                     Distance      Geod. Az  |
 MF0330|                                                           dddmmss.s |
 MF0330| MF0328 HITTS RM 1                           14.023 METERS 17917     |
 MF0330| CI7531 HITTS AZ MK                                        2660040.2 |
 MF0330| MF0329 HITTS RM 2                           17.258 METERS 26945     |
 MF0330| MF1437 DRESDEN NUCLEAR POWER STA STK       APPROX. 9.5 KM 3182458.2 |
 MF0330|---------------------------------------------------------------------|
 MF0330
 MF0330                          SUPERSEDED SURVEY CONTROL
 MF0330
 MF0330  NAD 83(1997)-  41 19 33.71464(N)    088 11 34.32173(W) AD(       ) 2
 MF0330  NAD 83(1986)-  41 19 33.71844(N)    088 11 34.33894(W) AD(       ) 2
 MF0330  NAD 27      -  41 19 33.60470(N)    088 11 34.11810(W) AD(       ) 2
 MF0330  NGVD 29 (??/??/92)  168.117  (m)          551.56   (f) ADJ UNCH    2 0
 MF0330
 MF0330.Superseded values are not recommended for survey control.
 MF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0330.See file dsdata.txt to determine how the superseded data were derived.
 MF0330
 MF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0017375637(NAD 83)
 MF0330_MARKER: DE = TRAVERSE STATION DISK
 MF0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0330_STAMPING: HITTS 1960
 MF0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0330+STABILITY: SURFACE MOTION
 MF0330
 MF0330  HISTORY     - Date     Condition        Report By
 MF0330  HISTORY     - 1960     MONUMENTED       CGS
 MF0330  HISTORY     - 1961     GOOD             NGS
 MF0330  HISTORY     - 1970     GOOD             ILHD
 MF0330  HISTORY     - 1972     GOOD             BRADY
 MF0330  HISTORY     - 1975     GOOD             LOCENG
 MF0330  HISTORY     - 19890901 MARK NOT FOUND   USPSQD
 MF0330
 MF0330                          STATION DESCRIPTION
 MF0330
 MF0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF0330'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF WILMINGTON,
 MF0330'2 MILES SOUTHEAST OF THE VILLAGE OF LORENZO, 4-1/2 MILES
 MF0330'NORTHEAST OF BRAIDWOOD AND 0.1 MILE WEST OF U.S. HIGHWAY 66 ON
 MF0330'THE NORTH SIDE OF AN EAST AND WEST GRAVELED ROAD.
 MF0330'
 MF0330'TO REACH THE STATION FROM THE SOUTH END OF THE BRIDGE OVER THE
 MF0330'KANKAKEE RIVER ON U.S. HIGHWAY 66 ABOUT 1 MILE EAST OF LORENZO,
 MF0330'GO WEST FOR ABOUT 200 FEET TO THE SERVICE ROAD JUST IN FRONT OF
 MF0330'A STANDARD SERVICE STATION, TURN LEFT AND FOLLOW SERVICE
 MF0330'ROAD ON THE WEST SIDE OF U.S. HIGHWAY 66 FOR 1.6 MILES TO A
 MF0330'SIDE ROAD RIGHT, TURN RIGHT FOR 0.1 MILE TO THE STATION ON THE
 MF0330'RIGHT.
 MF0330'
 MF0330'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3
 MF0330'MILE TO THE MARK ON THE LEFT.
 MF0330'
 MF0330'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH
 MF0330'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 MF0330'GROUND AND IS STAMPED HITTS 1960.  THE MARK IS 64.8 FEET
 MF0330'NORTHWEST OF A POWER POLE, 21.5 FEET NORTH OF THE CENTER OF ROAD,
 MF0330'6.4 FEET EAST-SOUTHEAST OF A WITNESS POST AND 3 FEET SOUTH OF A
 MF0330'FENCE.
 MF0330'
 MF0330'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 MF0330'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 MF0330'OF THE GROUND AND IS STAMPED HITTS NO 1 1960.  THE MARK IS 48.8
 MF0330'FEET SOUTH-SOUTHEAST OF A WITNESS POST, 24.5 FEET SOUTH OF THE
 MF0330'CENTER OF ROAD AND 46 FEET WEST OF A POWER POLE.
 MF0330'
 MF0330'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 MF0330'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 MF0330'THE GROUND AND IS STAMPED HITTS NO 2 1960.  THE MARK IS 50.8
 MF0330'FEET WEST OF A WITNESS POST, 23.5 FEET NORTH OF THE CENTER OF
 MF0330'ROAD AND 1.5 FEET SOUTH OF A FENCE.
 MF0330'
 MF0330'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 MF0330'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 MF0330'AND IS STAMPED HITTS 1960.  THE MARK IS 24.5 FEET SOUTH OF THE
 MF0330'CENTER OF ROAD, 5.2 FEET EAST-NORTHEAST OF A POWER POLE AND 2.3
 MF0330'FEET EAST-NORTHEAST OF A WITNESS POST.
 MF0330'
 MF0330'HEIGHT OF LIGHT ABOVE STATION MARK 3.02 METERS.
 MF0330
 MF0330                          STATION RECOVERY (1961)
 MF0330
 MF0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MF0330'3.7 MI NE FROM BRAIDWOOD.
 MF0330'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM AN OVERPASS
 MF0330'AT THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 113 JUST
 MF0330'NORTH OF BRAIDWOOD, THENCE 0.10 MILES WEST ALONG A GRAVEL ROAD,
 MF0330'ABOUT 0.05 MILES WEST OF A CAFE AND TAVERN, 21 FEET NORTH OF THE
 MF0330'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF THE FENCE, 64.5 FEET
 MF0330'NORTHWEST OF THE SECOND POWER POLE WEST OF THE JUNCTION, 6.4 FEET
 MF0330'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 MF0330'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0330
 MF0330                          STATION RECOVERY (1970)
 MF0330
 MF0330'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 MF0330'HITTS 1960-GOOD
 MF0330'
 MF0330'HITTS NO 1 1960-GOOD
 MF0330'
 MF0330'HITTS NO 2 1960-GOOD
 MF0330'
 MF0330'HITTS 1960-AZI-MK GOOD
 MF0330'
 MF0330'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED EXCEPT FOR THE
 MF0330'FOLLOWING CHANGES--1) POWER POLE 46 FT. EAST OF R.M. 1 HAS
 MF0330'BEEN REMOVED.  2) R.M. 1 IS NOW 96 FEET WEST OF A NEW POWER POLE.
 MF0330
 MF0330                          STATION RECOVERY (1972)
 MF0330
 MF0330'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ)
 MF0330'RECOVERED BY BRADY LAND SURVEYING INC
 MF0330'
 MF0330'HITTS 1960-GOOD
 MF0330'
 MF0330'HITTS NO 1 1960-GOOD
 MF0330'
 MF0330'HITTS NO 2 1960-GOOD
 MF0330'
 MF0330'HITTS 1960 (AZIM) GOOD
 MF0330
 MF0330                          STATION RECOVERY (1975)
 MF0330
 MF0330'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 MF0330'RECOVERED IN GOOD CONDITION.
 MF0330
 MF0330                          STATION RECOVERY (1989)
 MF0330
 MF0330'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 MF0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0328 ***********************************************************************
 MF0328  DESIGNATION -  HITTS RM 1
 MF0328  PID         -  MF0328
 MF0328  STATE/COUNTY-  IL/WILL
 MF0328  USGS QUAD   -  WILMINGTON (1993)
 MF0328
 MF0328                         *CURRENT SURVEY CONTROL
 MF0328  ___________________________________________________________________
 MF0328* NAD 83(1986)-  41 19 33.     (N)    088 11 34.     (W)     SCALED    
 MF0328* NAVD 88     -       168.310  (meters)     552.20   (feet)  ADJUSTED  
 MF0328  ___________________________________________________________________
 MF0328  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MF0328  DYNAMIC HT  -         168.246 (meters)     551.99  (feet)  COMP
 MF0328  MODELED GRAV-     980,243.7   (mgal)                       NAVD 88
 MF0328
 MF0328  VERT ORDER  -  SECOND    CLASS 0
 MF0328
 MF0328.The horizontal coordinates were scaled from a topographic map and have
 MF0328.an estimated accuracy of +/- 6 seconds.
 MF0328
 MF0328.The orthometric height was determined by differential leveling
 MF0328.and adjusted by the National Geodetic Survey in June 1991..
 MF0328
 MF0328.The geoid height was determined by GEOID03.
 MF0328
 MF0328.The dynamic height is computed by dividing the NAVD 88
 MF0328.geopotential number by the normal gravity value computed on the
 MF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0328.degrees latitude (g = 980.6199 gals.).
 MF0328
 MF0328.The modeled gravity was interpolated from observed gravity values.
 MF0328
 MF0328;                    North         East    Units  Estimated Accuracy
 MF0328;SPC IL E     -   517,240.      311,770.      MT  (+/- 180 meters Scaled)
 MF0328
 MF0328                          SUPERSEDED SURVEY CONTROL
 MF0328
 MF0328  NGVD 29 (??/??/92)  168.397  (m)          552.48   (f) ADJ UNCH    2 0
 MF0328
 MF0328.Superseded values are not recommended for survey control.
 MF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0328.See file dsdata.txt to determine how the superseded data were derived.
 MF0328
 MF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL001756(NAD 83)
 MF0328_MARKER: DR = REFERENCE MARK DISK
 MF0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0328_STAMPING: HITTS NO 1 1960
 MF0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0328+STABILITY: SURFACE MOTION
 MF0328
 MF0328  HISTORY     - Date     Condition        Report By
 MF0328  HISTORY     - 1960     MONUMENTED       CGS
 MF0328  HISTORY     - 1961     GOOD             NGS
 MF0328
 MF0328                          STATION DESCRIPTION
 MF0328
 MF0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0328'3.7 MI NE FROM BRAIDWOOD.
 MF0328'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM AN OVERPASS
 MF0328'AT THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 113 JUST
 MF0328'NORTH OF BRAIDWOOD, THENCE 0.10 MILES WEST ALONG A GRAVEL ROAD,
 MF0328'ABOUT 0.05 MILES WEST OF A CAFE AND TAVERN, 25 FEET SOUTH OF THE
 MF0328'CENTER LINE OF THE ROAD, 46 FEET WEST OF THE SECOND POWER POLE
 MF0328'WEST OF THE JUNCTION, 46.0 FEET SOUTH OF TRAVERSE STATION HITTS,
 MF0328'48.8 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 MF0328'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MF0328'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0329 ***********************************************************************
 MF0329  DESIGNATION -  HITTS RM 2
 MF0329  PID         -  MF0329
 MF0329  STATE/COUNTY-  IL/WILL
 MF0329  USGS QUAD   -  WILMINGTON (1993)
 MF0329
 MF0329                         *CURRENT SURVEY CONTROL
 MF0329  ___________________________________________________________________
 MF0329* NAD 83(1986)-  41 19 33.     (N)    088 11 34.     (W)     SCALED    
 MF0329* NAVD 88     -       168.089  (meters)     551.47   (feet)  ADJUSTED  
 MF0329  ___________________________________________________________________
 MF0329  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MF0329  DYNAMIC HT  -         168.026 (meters)     551.27  (feet)  COMP
 MF0329  MODELED GRAV-     980,243.7   (mgal)                       NAVD 88
 MF0329
 MF0329  VERT ORDER  -  SECOND    CLASS 0
 MF0329
 MF0329.The horizontal coordinates were scaled from a topographic map and have
 MF0329.an estimated accuracy of +/- 6 seconds.
 MF0329
 MF0329.The orthometric height was determined by differential leveling
 MF0329.and adjusted by the National Geodetic Survey in June 1991..
 MF0329
 MF0329.The geoid height was determined by GEOID03.
 MF0329
 MF0329.The dynamic height is computed by dividing the NAVD 88
 MF0329.geopotential number by the normal gravity value computed on the
 MF0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0329.degrees latitude (g = 980.6199 gals.).
 MF0329
 MF0329.The modeled gravity was interpolated from observed gravity values.
 MF0329
 MF0329;                    North         East    Units  Estimated Accuracy
 MF0329;SPC IL E     -   517,240.      311,770.      MT  (+/- 180 meters Scaled)
 MF0329
 MF0329                          SUPERSEDED SURVEY CONTROL
 MF0329
 MF0329  NGVD 29 (??/??/92)  168.177  (m)          551.76   (f) ADJ UNCH    2 0
 MF0329
 MF0329.Superseded values are not recommended for survey control.
 MF0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0329.See file dsdata.txt to determine how the superseded data were derived.
 MF0329
 MF0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL001756(NAD 83)
 MF0329_MARKER: DR = REFERENCE MARK DISK
 MF0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0329_STAMPING: HITTS NO 2 1960
 MF0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0329+STABILITY: SURFACE MOTION
 MF0329
 MF0329  HISTORY     - Date     Condition        Report By
 MF0329  HISTORY     - 1960     MONUMENTED       CGS
 MF0329  HISTORY     - 1961     GOOD             NGS
 MF0329
 MF0329                          STATION DESCRIPTION
 MF0329
 MF0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0329'3.7 MI NE FROM BRAIDWOOD.
 MF0329'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM AN OVERPASS
 MF0329'AT THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 113 JUST
 MF0329'NORTH OF BRAIDWOOD, THENCE 0.10 MILES WEST ALONG A GRAVEL ROAD,
 MF0329'ABOUT 0.05 MILES WEST OF A CAFE AND TAVERN, 22 FEET NORTH OF THE
 MF0329'CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF THE FENCE, 112.5 FEET
 MF0329'NORTHWEST OF THE SECOND POWER POLE WEST OF THE JUNCTION, 56.6
 MF0329'FEET WEST OF TRAVERSE STATION HITTS, 50.7 FEET WEST OF A METAL WITNESS
 MF0329'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MF0329'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1069 ***********************************************************************
 LC1069  DESIGNATION -  HOAG
 LC1069  PID         -  LC1069
 LC1069  STATE/COUNTY-  IL/LOGAN
 LC1069  USGS QUAD   -  WAYNESVILLE WEST (1980)
 LC1069
 LC1069                         *CURRENT SURVEY CONTROL
 LC1069  ___________________________________________________________________
 LC1069* NAD 83(1997)-  40 14 38.96701(N)    089 14 33.69860(W)     ADJUSTED  
 LC1069* NAVD 88     -       211.477  (meters)     693.82   (feet)  ADJUSTED  
 LC1069  ___________________________________________________________________
 LC1069  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 LC1069  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LC1069  DYNAMIC HT  -         211.369 (meters)     693.47  (feet)  COMP
 LC1069  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 LC1069
 LC1069  HORZ ORDER  -  SECOND
 LC1069  VERT ORDER  -  SECOND    CLASS 0
 LC1069
 LC1069.The horizontal coordinates were established by classical geodetic methods
 LC1069.and adjusted by the National Geodetic Survey in October 1999..
 LC1069
 LC1069.The orthometric height was determined by differential leveling
 LC1069.and adjusted by the National Geodetic Survey in June 1991..
 LC1069
 LC1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1069
 LC1069.The geoid height was determined by GEOID03.
 LC1069
 LC1069.The dynamic height is computed by dividing the NAVD 88
 LC1069.geopotential number by the normal gravity value computed on the
 LC1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1069.degrees latitude (g = 980.6199 gals.).
 LC1069
 LC1069.The modeled gravity was interpolated from observed gravity values.
 LC1069
 LC1069;                    North         East     Units Scale Factor Converg.
 LC1069;SPC IL W     -   397,506.258   778,615.795   MT  1.00001723   +0 35 49.1
 LC1069;SPC IL W     - 1,304,151.78  2,554,508.65   sFT  1.00001723   +0 35 49.1
 LC1069;SPC IL E     -   397,506.852   222,624.851   MT  1.00004867   -0 35 15.1
 LC1069;SPC IL E     - 1,304,153.73    730,395.03   sFT  1.00004867   -0 35 15.1
 LC1069;UTM  16      - 4,457,269.511   309,239.722   MT  1.00004797   -1 26 57.6
 LC1069
 LC1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1069!SPC IL W     -   0.99997192  x   1.00001723  =   0.99998915
 LC1069!SPC IL E     -   0.99997192  x   1.00004867  =   1.00002059
 LC1069!UTM  16      -   0.99997192  x   1.00004797  =   1.00001989
 LC1069
 LC1069:                Primary Azimuth Mark                     Grid Az
 LC1069:SPC IL W     -  ATLANTA MUNICIPAL STANDPIPE              019 52 13.9
 LC1069:SPC IL E     -  ATLANTA MUNICIPAL STANDPIPE              021 03 18.1
 LC1069:UTM  16      -  ATLANTA MUNICIPAL STANDPIPE              021 55 00.6
 LC1069
 LC1069|---------------------------------------------------------------------|
 LC1069| PID    Reference Object                     Distance      Geod. Az  |
 LC1069|                                                           dddmmss.s |
 LC1069| LC1911 ATLANTA MUNICIPAL STANDPIPE         APPROX. 1.9 KM 0202803.0 |
 LC1069| CI7532 HOAG AZ MK                                         1824751.6 |
 LC1069| LC1068 HOAG RM 1                            30.869 METERS 20956     |
 LC1069| LC1070 HOAG RM 2                            30.695 METERS 32849     |
 LC1069|---------------------------------------------------------------------|
 LC1069
 LC1069                          SUPERSEDED SURVEY CONTROL
 LC1069
 LC1069  NAD 83(1986)-  40 14 38.97846(N)    089 14 33.69621(W) AD(       ) 2
 LC1069  NAD 27      -  40 14 38.83230(N)    089 14 33.36840(W) AD(       ) 2
 LC1069  NGVD 29 (??/??/92)  211.548  (m)          694.05   (f) ADJ UNCH    2 0
 LC1069
 LC1069.Superseded values are not recommended for survey control.
 LC1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1069.See file dsdata.txt to determine how the superseded data were derived.
 LC1069
 LC1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0924057270(NAD 83)
 LC1069_MARKER: DE = TRAVERSE STATION DISK
 LC1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1069_STAMPING: HOAG 1960
 LC1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1069+STABILITY: SURFACE MOTION
 LC1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC1069+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 LC1069
 LC1069  HISTORY     - Date     Condition        Report By
 LC1069  HISTORY     - 1960     MONUMENTED       CGS
 LC1069  HISTORY     - 1960     GOOD             CGS
 LC1069  HISTORY     - 1975     GOOD             USGS
 LC1069  HISTORY     - 20010410 GOOD             JCLS
 LC1069
 LC1069                          STATION DESCRIPTION
 LC1069
 LC1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1069'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF ATLANTA,
 LC1069'0.4 MILE SOUTHEAST OF U.S. HIGHWAY 66 AND AT THE HOME OF
 LC1069'MR. ROSCO PATTERSON.
 LC1069'
 LC1069'TO REACH FROM THE POST OFFICE AT S.E. VINE AND CHURCH STREETS
 LC1069'IN ATLANTA, GO SOUTHEAST ON S.E. VINE STREET FOR 0.05 MILE TO
 LC1069'E. SOUTH STREET, TURN LEFT AND GO EAST ON E. SOUTH STREET
 LC1069'FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 66, TURN SOUTHWEST
 LC1069'ON U.S. HIGHWAY 66 AND GO 1.75 MILES TO CROSSROAD, TURN
 LC1069'EAST AND GO 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 LC1069'GO SOUTH FOR 0.05 MILE TO STATION ON LEFT AS DESCRIBED.
 LC1069'
 LC1069'STATION MARK, A STANDARD TRAVERSE DISK STAMPED HOAG 1960,
 LC1069'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LC1069'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 135
 LC1069'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 89.6 FEET
 LC1069'WEST-SOUTH WEST OF THE SOUTHWEST CORNER OF A GARAGE, 29 FEET
 LC1069'EAST OF THE CENTER OF ROAD, 10.8 FEET NORTHEAST OF A FENCE
 LC1069'CORNER AND 7.4 FEET EAST OF THE WITNESS POST AND FENCE.
 LC1069'
 LC1069'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED HOAG
 LC1069'NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1069'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 LC1069'IS 97.3 FEET SOUTHWEST OF THE WITNESS POST, 23 FEET WEST
 LC1069'OF THE CENTER OF ROAD, 2 FEET NORTH-NORTHWEST OF A TELEPHONE
 LC1069'POLE NO. 7270 AND 1 FOOT EAST OF FENCE.
 LC1069'
 LC1069'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED HOAG
 LC1069'NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1069'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC1069'MARK IS 126 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 LC1069'OF THE HOUSE, 23 FEET WEST OF THE CENTER OF ROAD, 3.8 FEET
 LC1069'SOUTH OF A TELEPHONE POLE NO. 8 AND 1 FOOT EAST OF FENCE.
 LC1069'
 LC1069'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED HOAG 1960, IS
 LC1069'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 LC1069'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 25 FEET
 LC1069'WEST OF THE CENTER OF ROAD, 4 FEET NORTHWEST OF A TELEPHONE
 LC1069'POLE, 1.6 FEET NORTHEAST OF THE WITNESS POST AND 1 FOOT
 LC1069'EAST OF THE FENCE.
 LC1069'
 LC1069'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 LC1069'GRAVELED ROAD 0.15 MILE TO THE AZIMUTH MARK ON RIGHT AS
 LC1069'DESCRIBED.
 LC1069'
 LC1069'HEIGHT OF LIGHT ABOVE STATION MARK 22.12 METERS.
 LC1069
 LC1069                          STATION RECOVERY (1960)
 LC1069
 LC1069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LC1069'2 MI S FROM ATLANTA.
 LC1069'ABOUT 0.9 MILES SOUTHWEST ALONG AN ASPHALT STREET (OLD U.S. 66)
 LC1069'FROM THE PUBLIC LIBRARY IN THE CITY PARK IN ATLANTA, THENCE 0.55
 LC1069'MILES SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.4 MILES EAST
 LC1069'ALONG A GRAVEL ROAD, THENCE 0.05 MILES SOUTH ALONG A GRAVEL ROAD,
 LC1069'AT A DRIVE EAST TO A FARMHOUSE, 29 FEET EAST OF THE CENTER LINE
 LC1069'OF THE ROAD, 7.5 FEET EAST OF A FENCE, 89 FEET WEST SOUTHWEST OF
 LC1069'THE SOUTHWEST CORNER OF A MACHINE SHED, 97 FEET SOUTH OF THE
 LC1069'CENTER LINE OF THE FARM DRIVE, 11 FEET NORTHEAST OF A FENCE
 LC1069'CORNER, 224 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE
 LC1069'GRAVEL ROADS, 7.5 FEET EAST OF A METAL WITNESS POST, 2 FEET
 LC1069'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LC1069'POST FLUSH WITH THE GROUND.
 LC1069
 LC1069                          STATION RECOVERY (1975)
 LC1069
 LC1069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC1069'RECOVERED IN GOOD CONDITION.
 LC1069
 LC1069                          STATION RECOVERY (2001)
 LC1069
 LC1069'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 LC1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0629 ***********************************************************************
 NH0629  DESIGNATION -  HOCOMB
 NH0629  PID         -  NH0629
 NH0629  STATE/COUNTY-  IL/OGLE
 NH0629  USGS QUAD   -  KINGS (1993)
 NH0629
 NH0629                         *CURRENT SURVEY CONTROL
 NH0629  ___________________________________________________________________
 NH0629* NAD 83(1997)-  42 03 32.95898(N)    089 05 41.80788(W)     ADJUSTED  
 NH0629* NAVD 88     -       261.768  (meters)     858.82   (feet)  ADJUSTED  
 NH0629  ___________________________________________________________________
 NH0629  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 NH0629  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NH0629  DYNAMIC HT  -         261.680 (meters)     858.53  (feet)  COMP
 NH0629  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NH0629
 NH0629  HORZ ORDER  -  SECOND
 NH0629  VERT ORDER  -  FIRST     CLASS I
 NH0629
 NH0629.The horizontal coordinates were established by classical geodetic methods
 NH0629.and adjusted by the National Geodetic Survey in October 1999..
 NH0629
 NH0629.The orthometric height was determined by differential leveling
 NH0629.and adjusted by the National Geodetic Survey in June 1991..
 NH0629.WARNING-Repeat measurements at this control monument indicate possible
 NH0629.vertical movement.
 NH0629
 NH0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0629
 NH0629.The geoid height was determined by GEOID03.
 NH0629
 NH0629.The dynamic height is computed by dividing the NAVD 88
 NH0629.geopotential number by the normal gravity value computed on the
 NH0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0629.degrees latitude (g = 980.6199 gals.).
 NH0629
 NH0629.The modeled gravity was interpolated from observed gravity values.
 NH0629
 NH0629;                    North         East     Units Scale Factor Converg.
 NH0629;SPC IL W     -   599,208.596   788,705.858   MT  1.00003796   +0 43 04.8
 NH0629;SPC IL W     - 1,965,903.54  2,587,612.47   sFT  1.00003796   +0 43 04.8
 NH0629;UTM  16      - 4,658,467.613   326,658.257   MT  0.99996974   -1 24 13.5
 NH0629
 NH0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0629!SPC IL W     -   0.99996412  x   1.00003796  =   1.00000208
 NH0629!UTM  16      -   0.99996412  x   0.99996974  =   0.99993387
 NH0629
 NH0629|---------------------------------------------------------------------|
 NH0629| PID    Reference Object                     Distance      Geod. Az  |
 NH0629|                                                           dddmmss.s |
 NH0629| CI9770 HOCOMB RM 1                           5.934 METERS 09936     |
 NH0629| NH1491 WHITE ROCK TWP ATT MICROWAVE        APPROX. 2.7 KM 1852114.2 |
 NH0629| NH0628 HOCOMB RM 2                          56.191 METERS 19737     |
 NH0629|---------------------------------------------------------------------|
 NH0629
 NH0629                          SUPERSEDED SURVEY CONTROL
 NH0629
 NH0629  NAD 83(1997)-  42 03 32.95955(N)    089 05 41.80991(W) AD(       ) 2
 NH0629  NAD 83(1986)-  42 03 32.95702(N)    089 05 41.81283(W) AD(       ) 2
 NH0629  NAD 27      -  42 03 32.85980(N)    089 05 41.44790(W) AD(       ) 2
 NH0629  NGVD 29 (??/??/92)  261.803  (m)          858.93   (f) ADJ UNCH    1 1
 NH0629
 NH0629.Superseded values are not recommended for survey control.
 NH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0629.See file dsdata.txt to determine how the superseded data were derived.
 NH0629
 NH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2665858468(NAD 83)
 NH0629_MARKER: DS = TRIANGULATION STATION DISK
 NH0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0629_STAMPING: HOCOMB 859.155 1920
 NH0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0629+STABILITY: SURFACE MOTION
 NH0629
 NH0629  HISTORY     - Date     Condition        Report By
 NH0629  HISTORY     - 1920     MONUMENTED       CGS
 NH0629  HISTORY     - 1954     GOOD             CGS
 NH0629  HISTORY     - 1969     GOOD             CGS
 NH0629  HISTORY     - 1969     GOOD             NGS
 NH0629  HISTORY     - 1972     GOOD             ILDT
 NH0629  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0629  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0629  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0629
 NH0629                          STATION DESCRIPTION
 NH0629
 NH0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0629'STATION IS ABOUT 3/4 MILE S OF HOLCOMB, ON THE E SIDE OF THE
 NH0629'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, ON THE N END
 NH0629'OF THE FIRST CUT S OF HOLCOMB, 50 YARDS S OF A SWITCH SIGNAL,
 NH0629'AND 8.16 METERS (26.77 FEET) E OF THE E AND NEAREST RAIL.
 NH0629'THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 NH0629'BRONZE DISKS SET IN CONCRETE.
 NH0629'THE REFERENCE MARK IS ON THE SAME SIDE OF THE
 NH0629'TRACK, NEAR THE FENCE LINE, 5.96 METERS (19.55 FEET) FROM
 NH0629'THE STATION, N 80 DEG 16 MIN W.
 NH0629
 NH0629                          STATION RECOVERY (1954)
 NH0629
 NH0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0629'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND
 NH0629'REFERENCE MARK NO. 1 WAS FOUND IN GOOD CONDITION.  REFERENCE
 NH0629'MARK NO. 2 WAS ESTABLISHED AT THIS TIME.  NO SUTIABLE PLACE
 NH0629'FOR AN AZIMUTH MARK.  DUE TO TELEPHONE LINES OVER THE STATION
 NH0629'MARK, REFERENCE MARK NO. 2 WAS OCCUPIED AT THIS TIME.  A
 NH0629'COMPLETE NEW DESCRIPTION FOLLOWS.
 NH0629'
 NH0629'STATION IS LOCATED ON THE EAST SIDE OF THE CHICAGO, BURLINGTON
 NH0629'AND QUINCY RAILROAD TRACKS ABOUT 0.35 MILE SOUTH OF HOLCOMB.
 NH0629'IT IS 26.8 EAST OF THE EAST RAIL OF THE RAILROAD, 8 FEET
 NH0629'EAST OF THE EAST BANK OF RAILROAD CUT AND 5 FEET NORTHWEST
 NH0629'OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE
 NH0629'DISK IS STAMPED HOCOMB 1920 859.155.
 NH0629'
 NH0629'REFERENCE MARK NO. 1 IS 19.47 FEET 5.934 METERS EAST OF
 NH0629'THE STATION, 16 FEET EAST OF A TELEPHONE POLE AND 2 FEET
 NH0629'WEST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 NH0629'DISK IS STAMPED HOCOMB 1920 855.133.
 NH0629'
 NH0629'REFERENCE MARK NO. 2 IS 184.34 FEET 56.187 METERS SOUTHWEST
 NH0629'OF THE STATION, 20.7 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 NH0629'TRACK, 25 FEET EAST OF A FENCE LINE AND 5 FEET WEST OF THE
 NH0629'WEST EDGE OF RAILROAD CUT.  THE MARK IS A FOUR INCH CAST
 NH0629'IRON PIPE THAT PROJECTS 2 INCHES WITH A STANDARD U.S. COAST
 NH0629'AND GEODETIC SURVEY REFERENCE MARK DISK IN THE TOP STAMPED
 NH0629'HOCOMB NO 2 1920.
 NH0629'
 NH0629'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HOLCOMB, GO
 NH0629'WEST ON PAVED ROAD FOR ABOUT 50 YARDS TO A CROSSROAD, TURN
 NH0629'LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.35 MILE TO END OF
 NH0629'TRUCK TRAVEL.  PACK EAST ACROSS CULTIVATED FIELD FOR ABOUT
 NH0629'75 FEET TO THE RAILROAD RIGHT-OF-WAY AND THE STATION ON THE
 NH0629'EAST SIDE OF TRACKS AS DESCRIBED.
 NH0629'
 NH0629'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND OBJECTS
 NH0629'VISIBLE FROM THE GROUND.
 NH0629
 NH0629                          STATION RECOVERY (1969)
 NH0629
 NH0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 NH0629'THE STATION MARK, STAMPED HOCOMB 859.155 1920, IS ABOUT
 NH0629'0.3 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0629'RAILROAD FROM THE STATION AT HOLCOMB, 17-1/2 RAILS SOUTH
 NH0629'OF MILEPOST 9, 27 FEET EAST OF THE EAST RAIL, 21-1/2 FEET WEST
 NH0629'OF A FENCE, 4 FEET NORTHWEST OF A TELEPHONE POLE, 19.47 FEET
 NH0629'WEST OF R.M. HOCOMB, 184.34 FEET NORTHEAST AND ACROSS THE
 NH0629'TRACK FROM HOCOMB R.M. 2, ABOUT 7 FEET ABOVE THE LEVEL OF
 NH0629'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 NH0629'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 NH0629'
 NH0629'R.M. HOCOMB, STAMPED HOCOMB 855.133 1920 IS 19.47 FEET EAST
 NH0629'OF THE STATION MARK, 17-1/2 RAILS SOUTH OF MILEPOST 9, 46-1/2
 NH0629'FEET EAST OF THE EAST RAIL, 16 FEET EAST OF A TELEPHONE POLE,
 NH0629'2 FEET WEST OF A FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK,
 NH0629'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 NH0629'ABOVE THE SURFACE OF THE GROUND.
 NH0629'
 NH0629'R.M. 2, STAMPED HOCOMB NO 2 1920 IS 184.34 FEET SOUTHWEST
 NH0629'AND ACROSS THE TRACK FROM THE STATION MARK, 287 YARDS SOUTH OF
 NH0629'MILEPOST 9, 20-1/2 FEET WEST OF THE WEST RAIL, 25 FEET EAST
 NH0629'OF A FENCE, 116 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD
 NH0629'WHICH PARALLELS THE TRACK ON THE WEST SIDE, 1.0 FOOT WEST
 NH0629'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 NH0629'TRACK, AND SET IN THE TOP OF A 3 1/2-INCH IRON PIPE THAT
 NH0629'IS FILLED WITH CONCRETE AND WHICH PROJECTS 1 INCH ABOVE THE
 NH0629'SURFACE OF THE GROUND.
 NH0629'
 NH0629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.3 MILE
 NH0629'SOUTH
 NH0629
 NH0629                          STATION RECOVERY (1969)
 NH0629
 NH0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0629'0.3 MI S FROM HOLCOMB.
 NH0629'ABOUT 0.3 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0629'RAILROAD FROM THE STATION AT HOLCOMB, 17 1/2 RAILS SOUTH OF
 NH0629'MILEPOST 9, 27 FEET EAST OF THE EAST RAIL, 21 1/2 FEET WEST
 NH0629'OF A FENCE, 4 FEET NORTHWEST OF A TELEPHONE POLE, 19.47 FEET
 NH0629'WEST OF RM HOCOMB, 184.34 FEET NORTHEAST AND ACROSS THE TRACK
 NH0629'FROM HOCOMB RM 2, ABOUT 7 FEET ABOVE THE LEVEL OF THE TRACK, AND
 NH0629'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 NH0629'THE SURFACE OF THE GROUND.  SEC 2, T41N, R1E.
 NH0629
 NH0629                          STATION RECOVERY (1972)
 NH0629
 NH0629'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RL)
 NH0629'HOCOMB 1920-GOOD
 NH0629'
 NH0629'HOCOMB NO. 1 1920-GOOD
 NH0629'
 NH0629'HOCOMB NO. 2 1920-GOOD
 NH0629'
 NH0629'RECOVERED AS DESCRIBED.
 NH0629
 NH0629                          STATION RECOVERY (1996)
 NH0629
 NH0629'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0629'MARK NOT FOUND.
 NH0629
 NH0629                          STATION RECOVERY (2001)
 NH0629
 NH0629'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0629'MARK NOT FOUND.
 NH0629
 NH0629                          STATION RECOVERY (2004)
 NH0629
 NH0629'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0630 ***********************************************************************
 NH0630  DESIGNATION -  HOCOMB RM
 NH0630  PID         -  NH0630
 NH0630  STATE/COUNTY-  IL/OGLE
 NH0630  USGS QUAD   -  KINGS (1993)
 NH0630
 NH0630                         *CURRENT SURVEY CONTROL
 NH0630  ___________________________________________________________________
 NH0630* NAD 83(1986)-  42 03 32.     (N)    089 05 41.     (W)     SCALED    
 NH0630* NAVD 88     -       260.605  (meters)     855.00   (feet)  ADJUSTED  
 NH0630  ___________________________________________________________________
 NH0630  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NH0630  DYNAMIC HT  -         260.518 (meters)     854.72  (feet)  COMP
 NH0630  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NH0630
 NH0630  VERT ORDER  -  FIRST     CLASS I
 NH0630
 NH0630.The horizontal coordinates were scaled from a topographic map and have
 NH0630.an estimated accuracy of +/- 6 seconds.
 NH0630
 NH0630.The orthometric height was determined by differential leveling
 NH0630.and adjusted by the National Geodetic Survey in June 1991..
 NH0630.WARNING-Repeat measurements at this control monument indicate possible
 NH0630.vertical movement.
 NH0630
 NH0630.The geoid height was determined by GEOID03.
 NH0630
 NH0630.The dynamic height is computed by dividing the NAVD 88
 NH0630.geopotential number by the normal gravity value computed on the
 NH0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0630.degrees latitude (g = 980.6199 gals.).
 NH0630
 NH0630.The modeled gravity was interpolated from observed gravity values.
 NH0630
 NH0630;                    North         East    Units  Estimated Accuracy
 NH0630;SPC IL W     -   599,180.      788,730.      MT  (+/- 180 meters Scaled)
 NH0630
 NH0630                          SUPERSEDED SURVEY CONTROL
 NH0630
 NH0630  NGVD 29 (??/??/92)  260.641  (m)          855.12   (f) ADJ UNCH    1 1
 NH0630
 NH0630.Superseded values are not recommended for survey control.
 NH0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0630.See file dsdata.txt to determine how the superseded data were derived.
 NH0630
 NH0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM266584(NAD 83)
 NH0630_MARKER: DR = REFERENCE MARK DISK
 NH0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0630_STAMPING: HOCOMB 855.133 1920
 NH0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0630+STABILITY: SURFACE MOTION
 NH0630
 NH0630  HISTORY     - Date     Condition        Report By
 NH0630  HISTORY     - 1920     MONUMENTED       CGS
 NH0630  HISTORY     - 1969     GOOD             NGS
 NH0630  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0630  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0630  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0630
 NH0630                          STATION DESCRIPTION
 NH0630
 NH0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0630'0.3 MI S FROM HOLCOMB.
 NH0630'ABOUT 0.3 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0630'RAILROAD FROM THE STATION AT HOLCOMB, 17 1/2 RAILS SOUTH OF
 NH0630'MILEPOST 9, 46 1/2 FEET EAST OF THE EAST RAIL, 16 FEET EAST OF
 NH0630'A TELEPHONE POLE, 2 FEET WEST OF A FENCE, 19.47 FEET EAST OF
 NH0630'TRIANGULATION STATION HOCOMB 1920, ABOUT 3 FEET ABOVE THE LEVEL
 NH0630'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NH0630'2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 2, T41N, R1E.
 NH0630
 NH0630                          STATION RECOVERY (1996)
 NH0630
 NH0630'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0630'MARK NOT FOUND.
 NH0630
 NH0630                          STATION RECOVERY (2001)
 NH0630
 NH0630'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0630'MARK NOT FOUND.
 NH0630
 NH0630                          STATION RECOVERY (2004)
 NH0630
 NH0630'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0628 ***********************************************************************
 NH0628  DESIGNATION -  HOCOMB RM 2
 NH0628  PID         -  NH0628
 NH0628  STATE/COUNTY-  IL/OGLE
 NH0628  USGS QUAD   -  KINGS (1993)
 NH0628
 NH0628                         *CURRENT SURVEY CONTROL
 NH0628  ___________________________________________________________________
 NH0628* NAD 83(1997)-  42 03 31.22326(N)    089 05 42.54771(W)     ADJUSTED  
 NH0628* NAVD 88     -       262.009  (meters)     859.61   (feet)  ADJUSTED  
 NH0628  ___________________________________________________________________
 NH0628  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 NH0628  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NH0628  DYNAMIC HT  -         261.921 (meters)     859.32  (feet)  COMP
 NH0628  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 NH0628
 NH0628  HORZ ORDER  -  SECOND
 NH0628  VERT ORDER  -  FIRST     CLASS I
 NH0628
 NH0628.The horizontal coordinates were established by classical geodetic methods
 NH0628.and adjusted by the National Geodetic Survey in October 1999..
 NH0628
 NH0628.The orthometric height was determined by differential leveling
 NH0628.and adjusted by the National Geodetic Survey in June 1991..
 NH0628.WARNING-Repeat measurements at this control monument indicate possible
 NH0628.vertical movement.
 NH0628
 NH0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0628
 NH0628.The geoid height was determined by GEOID03.
 NH0628
 NH0628.The dynamic height is computed by dividing the NAVD 88
 NH0628.geopotential number by the normal gravity value computed on the
 NH0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0628.degrees latitude (g = 980.6199 gals.).
 NH0628
 NH0628.The modeled gravity was interpolated from observed gravity values.
 NH0628
 NH0628;                    North         East     Units Scale Factor Converg.
 NH0628;SPC IL W     -   599,154.832   788,689.518   MT  1.00003793   +0 43 04.2
 NH0628;SPC IL W     - 1,965,727.14  2,587,558.86   sFT  1.00003793   +0 43 04.2
 NH0628;UTM  16      - 4,658,414.493   326,639.940   MT  0.99996981   -1 24 13.9
 NH0628
 NH0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0628!SPC IL W     -   0.99996409  x   1.00003793  =   1.00000201
 NH0628!UTM  16      -   0.99996409  x   0.99996981  =   0.99993390
 NH0628
 NH0628|---------------------------------------------------------------------|
 NH0628| PID    Reference Object                     Distance      Geod. Az  |
 NH0628|                                                           dddmmss.s |
 NH0628| NH0629 HOCOMB                               56.191 METERS 01737     |
 NH0628| NH1491 WHITE ROCK TWP ATT MICROWAVE        APPROX. 2.6 KM 1850538.9 |
 NH0628|---------------------------------------------------------------------|
 NH0628
 NH0628                          SUPERSEDED SURVEY CONTROL
 NH0628
 NH0628  NAD 83(1997)-  42 03 31.22382(N)    089 05 42.54974(W) AD(       ) 2
 NH0628  NAD 83(1986)-  42 03 31.22134(N)    089 05 42.55264(W) AD(       ) 2
 NH0628  NAD 27      -  42 03 31.12410(N)    089 05 42.18770(W) AD(       ) 2
 NH0628  NGVD 29 (??/??/92)  262.045  (m)          859.73   (f) ADJ UNCH    1 1
 NH0628
 NH0628.Superseded values are not recommended for survey control.
 NH0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0628.See file dsdata.txt to determine how the superseded data were derived.
 NH0628
 NH0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2664058414(NAD 83)
 NH0628_MARKER: DR = REFERENCE MARK DISK
 NH0628_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0628_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0628_STAMPING: HOCOMB NO 2 1920
 NH0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0628
 NH0628  HISTORY     - Date     Condition        Report By
 NH0628  HISTORY     - 1954     MONUMENTED       CGS
 NH0628  HISTORY     - 1969     GOOD             NGS
 NH0628  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 NH0628  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0628  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0628
 NH0628                          STATION DESCRIPTION
 NH0628
 NH0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0628'STATION IS LOCATED ON THE WEST SIDE OF THE CHICAGO, BURLINGTON
 NH0628'AND QUINCY RAILROAD TRACKS ABOUT 0.4 MILE SOUTH OF HOLCOMB.
 NH0628'IT IS 25 FEET EAST OF A FENCE LINE, 20.7 FEET WEST OF THE
 NH0628'WEST RAIL OF THE RAILROAD TRACK AND 5 FEET WEST OF THE WEST
 NH0628'EDGE OF RAILROAD CUT.  THE MARK IS A FOUR INCH CAST IRON
 NH0628'PIPE THAT PROJECTS 2 INCHES WITH A STANDARD U.S. COAST AND
 NH0628'GEODETIC SURVEY REFERENCE MARK DISK IN THE TOP STAMPED HOCOMB
 NH0628'NO 2 1920.
 NH0628'
 NH0628'HOCOMB 1920 WAS USED AS A REFERENCE MARK.  IT IS 26.8 FEET
 NH0628'EAST OF THE EAST RAIL OF THE RAILROAD, 8 FEET EAST OF THE
 NH0628'EAST BANK OF RAILROAD CUT AND 5 FEET NORTHWEST OF A TELEPHONE
 NH0628'POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NH0628'HOCOMB 1920 859.155.
 NH0628'
 NH0628'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 NH0628'
 NH0628'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HOLCOMB,
 NH0628'GO WEST ON PAVED ROAD FOR ABOUT 50 YARDS TO A CROSSROAD,
 NH0628'TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.4 MILE TO THE
 NH0628'END OF TRUCK TRAVEL.  PACK EAST ACROSS CULTIVATED FIELD FOR
 NH0628'ABOUT 75 FEET TO THE RAILROAD RIGHT-OF-WAY AND THE STATION
 NH0628'ON THE WEST SIDE OF TRACKS AS DESCRIBED.
 NH0628'
 NH0628'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH0628
 NH0628                          STATION RECOVERY (1969)
 NH0628
 NH0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NH0628'0.3 MI S FROM HOLCOMB.
 NH0628'ABOUT 0.3 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0628'RAILROAD FROM THE STATION AT HOLCOMB, 287 YARDS SOUTH OF MILEPOST
 NH0628'9, 20 1/2 FEET WEST OF THE WEST RAIL, 25 FEET EAST OF A FENCE,
 NH0628'184.34 FEET SOUTHWEST AND ACROSS THE TRACK FROM TRIANGULATION
 NH0628'STATION HOCOMB 1920, 116 FEET EAST OF THE CENTER LINE OF A
 NH0628'GRAVELED ROAD WHICH PARALLELS THE TRACK ON THE WEST SIDE, 1.0
 NH0628'FOOT WEST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL
 NH0628'OF THE TRACK, AND SET IN THE TOP OF A 3 1/2-INCH IRON PIPE THAT
 NH0628'IS FILLED WITH CONCRETE AND WHICH PROJECTS 1 INCH ABOVE THE
 NH0628'SURFACE OF THE GROUND.  SEC 3, T41N, R1E.
 NH0628
 NH0628                          STATION RECOVERY (1996)
 NH0628
 NH0628'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0628'MARK NOT FOUND.
 NH0628
 NH0628                          STATION RECOVERY (2001)
 NH0628
 NH0628'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0628'MARK NOT FOUND.
 NH0628
 NH0628                          STATION RECOVERY (2004)
 NH0628
 NH0628'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3120 ***********************************************************************
 ME3120  DESIGNATION -  HOFFMAN
 ME3120  PID         -  ME3120
 ME3120  STATE/COUNTY-  IL/COOK
 ME3120  USGS QUAD   -  BERWYN (1993)
 ME3120
 ME3120                         *CURRENT SURVEY CONTROL
 ME3120  ___________________________________________________________________
 ME3120* NAD 83(1997)-  41 49 14.21261(N)    087 49 18.92119(W)     ADJUSTED  
 ME3120* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 ME3120  ___________________________________________________________________
 ME3120  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 ME3120  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME3120
 ME3120  HORZ ORDER  -  SECOND
 ME3120
 ME3120.The horizontal coordinates were established by classical geodetic methods
 ME3120.and adjusted by the National Geodetic Survey in October 1999..
 ME3120
 ME3120.The orthometric height was scaled from a topographic map.
 ME3120
 ME3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3120
 ME3120.The geoid height was determined by GEOID03.
 ME3120
 ME3120;                    North         East     Units Scale Factor Converg.
 ME3120;SPC IL E     -   572,304.938   342,488.567   MT  0.99999721   +0 20 27.7
 ME3120;SPC IL E     - 1,877,637.12  1,123,647.91   sFT  0.99999721   +0 20 27.7
 ME3120;UTM  16      - 4,630,186.067   431,739.221   MT  0.99965734   -0 32 53.1
 ME3120
 ME3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3120!SPC IL E     -   0.99997623  x   0.99999721  =   0.99997344
 ME3120!UTM  16      -   0.99997623  x   0.99965734  =   0.99963358
 ME3120
 ME3120:                Primary Azimuth Mark                     Grid Az
 ME3120:SPC IL E     -  LORETTO                                  039 37 11.0
 ME3120:UTM  16      -  LORETTO                                  040 30 31.8
 ME3120
 ME3120|---------------------------------------------------------------------|
 ME3120| PID    Reference Object                     Distance      Geod. Az  |
 ME3120|                                                           dddmmss.s |
 ME3120| ME3117 LORETTO                             APPROX. 7.5 KM 0395738.7 |
 ME3120| CM3679 HOFFMAN RM 1                          4.035 METERS 10532     |
 ME3120| CM3680 HOFFMAN RM 2                          7.470 METERS 18619     |
 ME3120|---------------------------------------------------------------------|
 ME3120
 ME3120                          SUPERSEDED SURVEY CONTROL
 ME3120
 ME3120  NAD 83(1997)-  41 49 14.21270(N)    087 49 18.92160(W) AD(       ) 2
 ME3120  NAD 83(1997)-  41 49 14.21499(N)    087 49 18.93110(W) AD(       ) 2
 ME3120  NAD 83(1986)-  41 49 14.21571(N)    087 49 18.93082(W) AD(       ) 2
 ME3120  NAD 27      -  41 49 14.10299(N)    087 49 18.72256(W) AD(       ) 2
 ME3120
 ME3120.Superseded values are not recommended for survey control.
 ME3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3120.See file dsdata.txt to determine how the superseded data were derived.
 ME3120
 ME3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3173930186(NAD 83)
 ME3120_MARKER: DS = TRIANGULATION STATION DISK
 ME3120_SETTING: 0 = UNSPECIFIED SETTING
 ME3120
 ME3120  HISTORY     - Date     Condition        Report By
 ME3120  HISTORY     - 1956     MONUMENTED       CGS
 ME3120  HISTORY     - 1967     GOOD             CGS
 ME3120
 ME3120                          STATION DESCRIPTION
 ME3120
 ME3120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3120'THE STATION IS ON THE EAST SIDE OF THE DES PLAINES RIVER, ABOUT 1-1/2
 ME3120'BLOCKS NORTH OF U.S. HIGHWAY 34
 ME3120'IN THE VILLAGE OF LYONS, ON TOP OF THE HOFFMAN DAM TOWER.  THE
 ME3120'TOWER IS A CONCRETE STRUCTURE ABOUT
 ME3120'30 FEET SQUARE AND 100 FEET HIGH, UNUSED AT PRESENT
 ME3120'AND NOW PROPERTY OF THE COOK COUNTY FOREST PRESERVE.
 ME3120'PERMISSION TO USE THE STATION AND A
 ME3120'KEY TO THE LOCKED DOOR MAY BE OBTAINED FROM THE CHIEF ENGINEER OF THE
 ME3120'COOK COUNTY FOREST PRESERVE,
 ME3120'WHOSE OFFICE IS AT HARLEM AVENUE AND LAKE STREET IN RIVER FOREST.
 ME3120'THE STATION IS 17 FEET WEST OF THE
 ME3120'EAST WALL OF THE PARAPET, 15 FEET EAST OF THE WEST WALL,
 ME3120'9 FEET SOUTH OF THE NORTH WALL AND 7 FEET NORTH
 ME3120'OF A CONCRETE POST, WHICH IS LOCATED
 ME3120'NEAR THE CENTER OF THE TOP OF THE TOWER.  THE MARK IS FLUSH IN A
 ME3120'DRILL HOLE IN THE CONCRETE ROOF
 ME3120'OF THE TOWER AND THE DISK IS STAMPED HOFFMAN 1956.
 ME3120'
 ME3120'REFERENCE MARK 1 IS 3 FEET SOUTH OF THE NORTH WALL, 5 FEET WEST OF
 ME3120'THE EAST WALL AND 6 FEET WEST
 ME3120'OF THE DAM TOWER.  THE MARK IS SET FLUSH IN A
 ME3120'DRILL HOLE IN THE CONCRETE ROOF OF
 ME3120'THE TOWER AND THE DISK IS STAMPED HOFFMAN NO 1 1956.
 ME3120'
 ME3120'REFERENCE MARK 2 IS 4 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 ME3120'TOWER, 4 FEET NORTH OF THE
 ME3120'SOUTH WALL AND 3 FEET WEST OF THE EAST WALL.  THE MARK IS SET FLUSH
 ME3120'IN A DRILL HOLE IN THE CONCRETE
 ME3120'ROOF AND THE DISK IS STAMPED HOFFMAN NO 2 1956.
 ME3120'
 ME3120'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME3120
 ME3120                          STATION RECOVERY (1967)
 ME3120
 ME3120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME3120'THE TOWER IS STILL STANDING BUT THE DOORS ARE NOW WELDED SHUT AND THE
 ME3120'MARKS COULD NOT BE CHECKED.
 ME3120'
 ME3120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT LYONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1065 ***********************************************************************
 NH1065  DESIGNATION -  HOFFMAN ESTATES WATER TANK
 NH1065  PID         -  NH1065
 NH1065  STATE/COUNTY-  IL/COOK
 NH1065  USGS QUAD   -  PALATINE (1993)
 NH1065
 NH1065                         *CURRENT SURVEY CONTROL
 NH1065  ___________________________________________________________________
 NH1065* NAD 83(1997)-  42 02 54.86496(N)    088 04 40.05328(W)     ADJUSTED  
 NH1065* NAVD 88     -                                                        
 NH1065  ___________________________________________________________________
 NH1065  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 NH1065  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NH1065
 NH1065  HORZ ORDER  -  THIRD
 NH1065
 NH1065.The horizontal coordinates were established by classical geodetic methods
 NH1065.and adjusted by the National Geodetic Survey in October 1999..
 NH1065
 NH1065
 NH1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1065
 NH1065.The geoid height was determined by GEOID03.
 NH1065
 NH1065;                    North         East     Units Scale Factor Converg.
 NH1065;SPC IL E     -   597,529.323   321,155.116   MT  0.99998050   +0 10 16.1
 NH1065;SPC IL E     - 1,960,394.12  1,053,656.41   sFT  0.99998050   +0 10 16.1
 NH1065;UTM  16      - 4,655,731.219   410,807.146   MT  0.99969789   -0 43 18.9
 NH1065
 NH1065                          SUPERSEDED SURVEY CONTROL
 NH1065
 NH1065  NAD 83(1997)-  42 02 54.86487(N)    088 04 40.05388(W) AD(       ) 4
 NH1065  NAD 83(1986)-  42 02 54.86839(N)    088 04 40.06567(W) AD(       ) 4
 NH1065  NAD 27      -  42 02 54.77000(N)    088 04 39.80300(W) AD(       ) 3
 NH1065
 NH1065.Superseded values are not recommended for survey control.
 NH1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1065.See file dsdata.txt to determine how the superseded data were derived.
 NH1065
 NH1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1080755731(NAD 83)
 NH1065_MARKER: 53 = ELEVATED TANK
 NH1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1065+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 NH1065
 NH1065  HISTORY     - Date     Condition        Report By
 NH1065  HISTORY     - 1956     FIRST OBSERVED   CGS
 NH1065  HISTORY     - 1966     GOOD             CGS
 NH1065  HISTORY     - 20031027 GOOD             USPSQD
 NH1065
 NH1065                          STATION DESCRIPTION
 NH1065
 NH1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NH1065'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 NH1065'THE HOFFMAN ESTATES, A LARGE SUB-DIVISION, ABOUT 3-1/2 MILES
 NH1065'NORTH OF ROSELLE AND ABOUT 3 MILES SOUTHWEST OF PALATINE.
 NH1065'IT IS ON THE SOUTH SIDE OF STATE HIGHWAY 58 (GOLF ROAD),
 NH1065'ABOUT 1/2 MILE EAST OF THE JUNCTION OF HIGGINS ROAD (STATE
 NH1065'HIGHWAY 72).  IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED
 NH1065'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME HOFFMAN
 NH1065'ESTATES PAINTED ON THE EAST AND WEST SIDES IN BLACK LETTERS.
 NH1065'IT IS ABOUT 150 FEET HIGH.
 NH1065
 NH1065                          STATION RECOVERY (1966)
 NH1065
 NH1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1065'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 NH1065'AT THIS TIME.
 NH1065
 NH1065                          STATION RECOVERY (2003)
 NH1065
 NH1065'RECOVERY NOTE BY US POWER SQUADRON 2003 (VMR)
 NH1065'STATION DESCRIPTION AND DIRECTIONS ARE GOOD.
 NH1065' 
 NH1065' 
 NH1065' 
 NH1065' 
 NH1065' 
 NH1065' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1848 ***********************************************************************
 JB1848  DESIGNATION -  HOFFMAN GAS PLINE CO MAST
 JB1848  PID         -  JB1848
 JB1848  STATE/COUNTY-  IL/CLINTON
 JB1848  USGS QUAD   -  CARLYLE (1969)
 JB1848
 JB1848                         *CURRENT SURVEY CONTROL
 JB1848  ___________________________________________________________________
 JB1848* NAD 83(1997)-  38 31 57.37829(N)    089 16 04.41573(W)     ADJUSTED  
 JB1848* NAVD 88     -                                                        
 JB1848  ___________________________________________________________________
 JB1848  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JB1848  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1848
 JB1848  HORZ ORDER  -  THIRD
 JB1848
 JB1848.The horizontal coordinates were established by classical geodetic methods
 JB1848.and adjusted by the National Geodetic Survey in October 1999..
 JB1848
 JB1848
 JB1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1848
 JB1848.The geoid height was determined by GEOID03.
 JB1848
 JB1848;                    North         East     Units Scale Factor Converg.
 JB1848;SPC IL W     -   207,469.249   778,363.252   MT  1.00001677   +0 33 35.7
 JB1848;SPC IL W     -   680,672.03  2,553,680.10   sFT  1.00001677   +0 33 35.7
 JB1848;SPC IL E     -   207,507.369   218,513.736   MT  1.00005674   -0 34 56.0
 JB1848;SPC IL E     -   680,797.09    716,907.15   sFT  1.00005674   -0 34 56.0
 JB1848;UTM  16      - 4,267,349.245   302,322.036   MT  1.00008124   -1 24 47.7
 JB1848
 JB1848                          SUPERSEDED SURVEY CONTROL
 JB1848
 JB1848  NAD 83(1986)-  38 31 57.39613(N)    089 16 04.41322(W) AD(       ) 4
 JB1848  NAD 27      -  38 31 57.21830(N)    089 16 04.13226(W) AD(       ) 3
 JB1848
 JB1848.Superseded values are not recommended for survey control.
 JB1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1848.See file dsdata.txt to determine how the superseded data were derived.
 JB1848
 JB1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0232267349(NAD 83)
 JB1848_MARKER: 42 = RADIO/TV MAST
 JB1848
 JB1848  HISTORY     - Date     Condition        Report By
 JB1848  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1848
 JB1848                          STATION DESCRIPTION
 JB1848
 JB1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1848'THIS STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF STATE HIGHWAY 161 AND
 JB1848'IN THE EXTREME SOUTHWEST
 JB1848'EDGE OF HOFFMAN.  IT CONSISTS OF TWO SLENDER MASTS
 JB1848'JOINED AT THE TOP AND BOTTOM,
 JB1848'APPROXIMATELY 260 FEET HIGH AND PAINTED
 JB1848'ORANGE AND WHITE.
 JB1848'
 JB1848'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1588 ***********************************************************************
 HB1588  DESIGNATION -  HOGG
 HB1588  PID         -  HB1588
 HB1588  STATE/COUNTY-  IL/HAMILTON
 HB1588  USGS QUAD   -  WALPOLE (1963)
 HB1588
 HB1588                         *CURRENT SURVEY CONTROL
 HB1588  ___________________________________________________________________
 HB1588* NAD 83(1997)-  37 57 30.41582(N)    088 33 56.63574(W)     ADJUSTED  
 HB1588* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 HB1588  ___________________________________________________________________
 HB1588  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HB1588  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HB1588
 HB1588  HORZ ORDER  -  FIRST
 HB1588
 HB1588.The horizontal coordinates were established by classical geodetic methods
 HB1588.and adjusted by the National Geodetic Survey in October 1999..
 HB1588
 HB1588.The orthometric height was scaled from a topographic map.
 HB1588
 HB1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1588
 HB1588.The geoid height was determined by GEOID03.
 HB1588
 HB1588;                    North         East     Units Scale Factor Converg.
 HB1588;SPC IL E     -   143,388.428   279,576.825   MT  0.99998014   -0 08 34.6
 HB1588;SPC IL E     -   470,433.53    917,244.97   sFT  0.99998014   -0 08 34.6
 HB1588;UTM  16      - 4,202,361.018   362,451.165   MT  0.99983302   -0 57 47.6
 HB1588
 HB1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1588!SPC IL E     -   0.99997803  x   0.99998014  =   0.99995817
 HB1588!UTM  16      -   0.99997803  x   0.99983302  =   0.99981106
 HB1588
 HB1588:                Primary Azimuth Mark                     Grid Az
 HB1588:SPC IL E     -  MC LEANSBORO RAD KSS 692 MAST            016 21 03.3
 HB1588:UTM  16      -  MC LEANSBORO RAD KSS 692 MAST            017 10 16.3
 HB1588
 HB1588|---------------------------------------------------------------------|
 HB1588| PID    Reference Object                     Distance      Geod. Az  |
 HB1588|                                                           dddmmss.s |
 HB1588| JB1736 MC LEANSBORO RAD KSS 692 MAST       APPROX.15.0 KM 0161228.7 |
 HB1588| HB1469 NORRIS CITY MUNICIPAL TANK          APPROX.21.8 KM 0832535.0 |
 HB1588| HB1481 MAYBERRY                            APPROX.15.0 KM 0861701.2 |
 HB1588| CI3834 HOGG RM 1                            28.739 METERS 12443     |
 HB1588| CI3835 HOGG RM 2                            24.704 METERS 22849     |
 HB1588| JB1735 BRADEN RADIO STA KSC 36 MAST        APPROX. 6.9 KM 3194242.0 |
 HB1588| CI3833 HOGG AZ MK                                         3562247.1 |
 HB1588|---------------------------------------------------------------------|
 HB1588
 HB1588                          SUPERSEDED SURVEY CONTROL
 HB1588
 HB1588  NAD 83(1997)-  37 57 30.42326(N)    088 33 56.63462(W) AD(       ) 1
 HB1588  NAD 83(1986)-  37 57 30.42733(N)    088 33 56.63717(W) AD(       ) 1
 HB1588  NAD 27      -  37 57 30.25511(N)    088 33 56.44726(W) AD(       ) 1
 HB1588
 HB1588.Superseded values are not recommended for survey control.
 HB1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1588.See file dsdata.txt to determine how the superseded data were derived.
 HB1588
 HB1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6245102361(NAD 83)
 HB1588_MARKER: DS = TRIANGULATION STATION DISK
 HB1588_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HB1588
 HB1588  HISTORY     - Date     Condition        Report By
 HB1588  HISTORY     - 1957     MONUMENTED       CGS
 HB1588  HISTORY     - 1960     GOOD             CGS
 HB1588  HISTORY     - 1961     GOOD             CGS
 HB1588
 HB1588                          STATION DESCRIPTION
 HB1588
 HB1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1588'THE STATION IS ABOUT 12-1/2 MILES NORTHWEST OF ELDORADO, 2 MILES
 HB1588'NORTH-NORTHWEST OF WALPOLE ON PROPERTY OWNED BY MR.  HARLEY
 HB1588'GWALTNEY, MCLEANSBORO RR-5.  IT IS 0.1 MILE SOUTH OF A SMALL POND, 54
 HB1588'FEET NORTH OF AN EAST-WEST WIRE FENCE THAT IS AT THE NORTH EDGE OF A
 HB1588'CULTIVATED FIELD, 55 FEET NORTHEAST OF A 16 INCH HICKORY TREE, 54
 HB1588'FEET NORTHWEST OF A 14 INCH HICKORY TREE AND 81 FEET NORTHEAST OF A
 HB1588'WHITE WITNESS POST.  THE MONUMENT IS UNDERGROUND 14 INCHES AND THE
 HB1588'DISK IS STAMPED HOGG 1957.
 HB1588'
 HB1588'TO REACH THE STATION FROM THE MAIN GRAVELED CROSSROAD IN THE SMALL
 HB1588'TOWN OF WALPOLE, GO NORTH ON GRAVELED ROAD FOR 1.0 MILE TO A
 HB1588'GRAVELED CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 0.25
 HB1588'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GRAVELED
 HB1588'ROAD FOR 1.0 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST ON
 HB1588'GRAVELED ROAD FOR 0.45 MILE TO A SMALL FRAME HOUSE AND A DRIVEWAY
 HB1588'ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO
 HB1588'A WIRE GATE AT THE SOUTH EDGE OF THE YARD.  PASS THROUGH THE GATE
 HB1588'INTO FIELD AND GO SOUTH ON THE TRACK ROAD KEEPING TO THE WEST SIDE OF
 HB1588'A WIRE FENCE FOR 0.1 MILE TO THE NORTH EDGE OF A WOODS.  CONTINUE
 HB1588'AHEAD AND GO SOUTHEAST ON THE TRACK ROAD THROUGH THE WOODS FOR
 HB1588'0.25 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW TRACK
 HB1588'ROAD EAST AND SOUTH FOR 0.25 MILE TO A SMALL POND ON THE RIGHT.
 HB1588'CONTINUE SOUTH ACROSS FIELD FOR 0.1 MILE TO AN EAST-WEST FENCE AT THE
 HB1588'NORTH EDGE OF A CULTIVATED FIELD AND THE STATION.  NOTE- THE MILEAGE
 HB1588'FROM THE SMALL HOUSE MENTIONED TO THE STATION WILL NO DOUBT BE
 HB1588'DIFFICULT TO DRIVE IN WET WEATHER.
 HB1588'
 HB1588'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ACROSS THE FIELD
 HB1588'FOR 0.1 MILE TO THE SOUTH END OF THE POND.  TURN LEFT AND GO
 HB1588'NORTHWEST PASSING TO THE WEST SIDE OF THE POND FOR ABOUT 0.05 MILE TO
 HB1588'THE MARK ON THE LEFT.
 HB1588'
 HB1588'REFERENCE MARK 1 IS 19 FEET NORTHWEST OF A 12 INCH OAK TREE AND 1
 HB1588'FOOT NORTH OF THE EAST-WEST WIRE FENCE.  THE MONUMENT PROJECTS 4
 HB1588'INCHES AND THE DISK IS STAMPED HOGG NO 1 1957.
 HB1588'
 HB1588'REFERENCE MARK 2 IS 6 FEET NORTHEAST OF A 24 INCH HICKORY TREE, 2
 HB1588'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF THE EAST-WEST
 HB1588'WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HB1588'HOGG NO 2 1957.
 HB1588'
 HB1588'THE AZIMUTH MARK IS 10 FEET WEST OF THE CENTERLINE OF A TRACK ROAD
 HB1588'AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 HB1588'PROJECTS 2 INCHES AND THE DISK IS STAMPED HOGG 1957.
 HB1588'
 HB1588'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HB1588
 HB1588                          STATION RECOVERY (1960)
 HB1588
 HB1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1588'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HB1588'THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE 1957
 HB1588'DESCRIPTION IS ADEQUATE.
 HB1588'
 HB1588'THE DESCRIPTION AND THE TO REACH FOLLOWS-
 HB1588'
 HB1588'THE STATION IS ABOUT 12-1/2 MILES NORTHWEST OF ELDORADO, 2 MILES
 HB1588'NORTH-NORTHWEST OF WALPOLE ON PROPERTY OF MR. HARLEY GWALTNEY,
 HB1588'MCLEANSBORO RR-5.  IT IS 0.1 MILE SOUTH OF A SMALL POND, 54 FEET
 HB1588'NORTH OF AN EAST-WEST FENCE THAT IS AT THE NORTH EDGE OF A
 HB1588'CULTIVATED FIELD, 55 FEET NORTHEAST OF A 16 INCH HICKORY TREE, 54
 HB1588'FEET NORTHWEST OF A 14 INCH HICKORY TREE AND 81 FEET NORTHEAST OF
 HB1588'A WHITE WITNESS POST.  THE MONUMENT IS 14 INCHES UNDERGROUND AND THE
 HB1588'DISK IS STAMPED HOGG 1957.
 HB1588'
 HB1588'TO REACH THE STATION FROM THE MAIN CROSSROAD IN WALPOLE, GO NORTH ON
 HB1588'A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST
 HB1588'ON A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 HB1588'AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A GRAVELED
 HB1588'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.45 MILE TO
 HB1588'A FRAME HOUSE AND A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 HB1588'SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO WIRE GATE AT THE SOUTH EDGE OF
 HB1588'THE YARD.  PASS THROUGH THE GATE INTO FIELD AND GO SOUTH ON A TRACK
 HB1588'ROAD KEEPING TO THE WEST SIDE OF A WIRE FENCE FOR 0.1 MILE TO THE
 HB1588'NORTH EDGE OF A WOODS.  CONTINUE AHEAD AND GO SOUTHEAST ON THE TRACK
 HB1588'ROAD THROUGH THE WOODS FOR 0.25 MILE TO A WIRE GATE.  PASS THROUGH
 HB1588'THE GATE AND FOLLOW THE TRACK ROAD EAST AND SOUTH FOR 0.25 MILE TO A
 HB1588'SMALL POND ON THE RIGHT.  CONTINUE SOUTH ACROSS A FIELD FOR 0.1
 HB1588'MILE TO AN EAST-WEST FENCE LINE AT THE NORTH EDGE OF A CULTIVATED
 HB1588'FIELD AND THE STATION.  NOTE THE MILEAGE FROM THE HOUSE MENTIONED
 HB1588'TO THE STATION IS A PACK IN WET WEATHER.
 HB1588'
 HB1588'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1 MILE TO
 HB1588'THE SOUTH EDGE OF THE POND.  TURN LEFT AND GO NORTHWEST PASSING
 HB1588'TO THE WEST SIDE OF THE POND FOR ABOUT 0.05 MILE TO THE MARK ON THE
 HB1588'LEFT.
 HB1588'
 HB1588'REFERENCE MARK 1 IS 19 FEET NORTHWEST OF A 12 INCH OAK TREE AND 1
 HB1588'FOOT NORTH OF THE EAST-WEST FENCE.  THE MONUMENT PROJECTS 4
 HB1588'INCHES AND THE DISK IS STAMPED HOGG NO 1 1957.
 HB1588'
 HB1588'REFERENCE MARK 2 IS 6 FEET NORTHEAST OF A 24 INCH HICKORY TREE, 2
 HB1588'FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF THE EAST-WEST
 HB1588'FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HOGG
 HB1588'NO 2 1957.
 HB1588'
 HB1588'THE AZIMUTH MARK IS 10 FEET WEST OF THE CENTERLINE OF A TRACK ROAD
 HB1588'AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MONUMENT
 HB1588'PROJECTS 2 INCHES AND THE DISK IS STAMPED HOGG 1957.
 HB1588'
 HB1588'NO MEASUREMENT BETWEEN RMS TREES ON LIME.
 HB1588'
 HB1588'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HB1588
 HB1588                          STATION RECOVERY (1961)
 HB1588
 HB1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1588'THE STATION AND ALL MARKS RECOVERED.  THE DISTANCES AND DIRECTIONS TO
 HB1588'ALL MARKS CHECKED.  THE 1960 DESCRIPTION IS ADEQUATE.
 HB1588'
 HB1588'NO PICTURE POINT AVAILABLE
 HB1588'
 HB1588'NO MEASUREMENT BETWEEN RMS TREES ON LINE.
 HB1588'
 HB1588'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1869 ***********************************************************************
 HB1869  FBN         -  This is a Federal Base Network Control Station.
 HB1869  DESIGNATION -  HOHMAN R 9 22
 HB1869  PID         -  HB1869
 HB1869  STATE/COUNTY-  IL/MASSAC
 HB1869  USGS QUAD   -  SMITHLAND (1996)
 HB1869
 HB1869                         *CURRENT SURVEY CONTROL
 HB1869  ___________________________________________________________________
 HB1869* NAD 83(1997)-  37 09 47.91718(N)    088 29 55.92132(W)     ADJUSTED  
 HB1869* NAVD 88     -       142.7    (meters)     468.     (feet)  GPS OBS   
 HB1869  ___________________________________________________________________
 HB1869  X           -     133,319.174 (meters)                     COMP
 HB1869  Y           -  -5,087,409.515 (meters)                     COMP
 HB1869  Z           -   3,831,921.004 (meters)                     COMP
 HB1869  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 HB1869  ELLIP HEIGHT-         114.06  (meters)          (09/15/03) GPS OBS
 HB1869  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HB1869
 HB1869  HORZ ORDER  -  B
 HB1869  ELLP ORDER  -  FOURTH    CLASS I
 HB1869
 HB1869.The horizontal coordinates were established by GPS observations
 HB1869.and adjusted by the National Geodetic Survey in July 1998..
 HB1869
 HB1869.The orthometric height was determined by GPS observations and a
 HB1869.high-resolution geoid model.
 HB1869
 HB1869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1869
 HB1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1869
 HB1869.The ellipsoidal height was determined by GPS observations
 HB1869.and is referenced to NAD 83.
 HB1869
 HB1869.The geoid height was determined by GEOID03.
 HB1869
 HB1869;                    North         East     Units Scale Factor Converg.
 HB1869;SPC IL E     -    55,127.005   285,297.503   MT  0.99997766   -0 05 60.0
 HB1869;SPC IL E     -   180,862.52    936,013.56   sFT  0.99997766   -0 05 60.0
 HB1869;SPC KY1Z     - 1,095,710.309 1,255,882.780   MT  0.99998182   -1 41 15.7
 HB1869;SPC KY1Z     - 3,594,842.91  4,120,342.09   sFT  0.99998182   -1 41 15.7
 HB1869;SPC KY S     -   595,657.113   255,889.735   MT  0.99994982   -1 40 01.5
 HB1869;SPC KY S     - 1,954,251.71    839,531.57   sFT  0.99994982   -1 40 01.5
 HB1869;UTM  16      - 4,114,040.852   366,918.328   MT  0.99981817   -0 54 20.1
 HB1869
 HB1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1869!SPC IL E     -   0.99998210  x   0.99997766  =   0.99995976
 HB1869!SPC KY1Z     -   0.99998210  x   0.99998182  =   0.99996392
 HB1869!SPC KY S     -   0.99998210  x   0.99994982  =   0.99993192
 HB1869!UTM  16      -   0.99998210  x   0.99981817  =   0.99980027
 HB1869
 HB1869:                Primary Azimuth Mark                     Grid Az
 HB1869:SPC IL E     -  HOHMAN R 9 22 AZ MK                      326 23 09.5
 HB1869:SPC KY1Z     -  HOHMAN R 9 22 AZ MK                      327 58 25.2
 HB1869:SPC KY S     -  HOHMAN R 9 22 AZ MK                      327 57 11.0
 HB1869:UTM  16      -  HOHMAN R 9 22 AZ MK                      327 11 29.6
 HB1869
 HB1869|---------------------------------------------------------------------|
 HB1869| PID    Reference Object                     Distance      Geod. Az  |
 HB1869|                                                           dddmmss.s |
 HB1869| HB1868 HOHMAN R 9 22 AZ MK                 APPROX. 0.5 KM 3261709.5 |
 HB1869|---------------------------------------------------------------------|
 HB1869
 HB1869                          SUPERSEDED SURVEY CONTROL
 HB1869
 HB1869  ELLIP H (07/17/98)  113.99   (m)                       GP(       ) 4 1
 HB1869  NAD 83(1997)-  37 09 47.92175(N)    088 29 55.91947(W) AD(       ) 1
 HB1869  NAD 83(1986)-  37 09 47.92777(N)    088 29 55.92311(W) AD(       ) 1
 HB1869
 HB1869.Superseded values are not recommended for survey control.
 HB1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1869.See file dsdata.txt to determine how the superseded data were derived.
 HB1869
 HB1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6691814041(NAD 83)
 HB1869_MARKER: I = METAL ROD
 HB1869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1869_SP_SET: STAINLESS STEEL ROD
 HB1869_STAMPING: HOHMAN R 9 22 1991
 HB1869_MARK LOGO: USFS  
 HB1869_PROJECTION: RECESSED 10 CENTIMETERS
 HB1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1869+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002
 HB1869_ROD/PIPE-DEPTH: 10.0 meters
 HB1869_SLEEVE-DEPTH  : 1.00 meters
 HB1869
 HB1869  HISTORY     - Date     Condition        Report By
 HB1869  HISTORY     - 1991     MONUMENTED       USFS
 HB1869  HISTORY     - 19921212 GOOD
 HB1869  HISTORY     - 19970303 GOOD             NGS
 HB1869  HISTORY     - 20020805 GOOD             NGS
 HB1869
 HB1869                          STATION DESCRIPTION
 HB1869
 HB1869'DESCRIBED BY US FOREST SERVICE 1991
 HB1869'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 IN
 HB1869'HARRISBURG, ILLINOIS, GO SOUTHERLY ON ROUTE 34, 36.1 KM (22.4 MI) TO
 HB1869'THE INTERSECTION OF ROUTE 34 AND 146, TURN RIGHT (WEST) ONTO ROUTE
 HB1869'145 AND GO 15.0 KM (9.3 MI) TO THE STOP SIGN IN GOLCONDA, ILLINOIS
 HB1869'ACROSS FROM THE GOLCONDA POST OFFICE, LEAVING ILLINOIS STATE ROUTE
 HB1869'146 CONTINUE SOUTHERLY ON THE PAVED ROAD 31.1 KM (19.3 MI) (THROUGH
 HB1869'BAY CITY) TO THE SMITHLAND LOCK AND DAM ROAD ENTRANCE, CONTINUE 2.58
 HB1869'KM, TO A CROSSROADS, TURN RIGHT (WEST) ONTO A GRAVEL ROAD AND GO 1.12
 HB1869'KM (0.70 MI) TO A Y INTERSECTION, CONTINUE ON TO THE RIGHT
 HB1869'(NORTHWESTERLY) AN ADDITIONAL 3.86 KM (2.40 MI) TO THE STATION ON THE
 HB1869'RIGHT (EAST) SIDE OF THE ROAD.  STATION (HOHMAN) IS AN ALUMINUM
 HB1869'CYLINDER WITH ACCESS COVER, SET IN CONCRETE WITH CENTER PUNCHED
 HB1869'VERTICAL STAINLESS STEEL ROD INSIDE ACCESS COVER.
 HB1869'1.)  5.79M NORTH OF THE CENTERLINE OF THE ROAD.
 HB1869'2.)  13.6M NORTHEAST OF A POWER POLE.
 HB1869'3.)  36.9M NORTHWEST OF A 14 INCH DIAMETER OAK TREE.
 HB1869
 HB1869                          STATION RECOVERY (1992)
 HB1869
 HB1869'RECOVERED 1992
 HB1869'RECOVERED IN GOOD CONDITION.
 HB1869
 HB1869                          STATION RECOVERY (1997)
 HB1869
 HB1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 HB1869'THE STATION IS ABOUT 13 MILES (20.9 KM) EAST OF METROPOLIS, 6 MILES
 HB1869'(9.7 KM) SOUTH OF BAY CITY, AND 7.5 MILES (12.1 KM) NORTHEAST OF
 HB1869'BROOKPORT.  TO REACH FROM THE SMALL TOWN OF NEW LIBERTY, APPROXIMATELY
 HB1869'7 MILES (11.3 KM) EAST OF BROOKPORT, PROCEED NORTHWEST TOWARD BAY CITY
 HB1869'ON COUNTY ROAD 1 FOR 1.5 MI (2.4 KM) TO A CROSSROAD, TURN LEFT, WEST,
 HB1869'FOR 0.7 MI (1.1 KM) TO A Y-INTERSECTION, CONTINUE TO THE RIGHT,
 HB1869'NORTHWEST, FOR 2.4 MI (3.9 KM) TO THE STATION ON THE RIGHT.  IT IS 5.8
 HB1869'M (19.0 FT) NORTH OF THE CENTER OF THE ROAD, 13.6 M (44.6 FT)
 HB1869'NORTHEAST OF A POWER POLE, 36.9 M (121.1 FT) NORTHWEST OF A 0.4 M (1.3
 HB1869'FT) DIAMETER OAK TREE, AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS
 HB1869'WITNESS POST.  NOTE--ACCESS TO STATION POINT IS THROUGH A 5 INCH
 HB1869'ACCESS COVER.
 HB1869
 HB1869                          STATION RECOVERY (2002)
 HB1869
 HB1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JK)
 HB1869'RECOVERED AS DESCRIBED
 HB1869'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1868 ***********************************************************************
 HB1868  DESIGNATION -  HOHMAN R 9 22 AZ MK
 HB1868  PID         -  HB1868
 HB1868  STATE/COUNTY-  IL/MASSAC
 HB1868  USGS QUAD   -  PADUCAH NE (1996)
 HB1868
 HB1868                         *CURRENT SURVEY CONTROL
 HB1868  ___________________________________________________________________
 HB1868* NAD 83(1997)-  37 10 02.01980(N)    088 30 07.68008(W)     ADJUSTED  
 HB1868* NAVD 88     -       147.6    (meters)     484.     (feet)  GPS OBS   
 HB1868  ___________________________________________________________________
 HB1868  X           -     133,022.387 (meters)                     COMP
 HB1868  Y           -  -5,087,158.445 (meters)                     COMP
 HB1868  Z           -   3,832,270.420 (meters)                     COMP
 HB1868  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HB1868  ELLIP HEIGHT-         118.95  (meters)          (03/08/05) GPS OBS
 HB1868  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HB1868
 HB1868  HORZ ORDER  -  FIRST
 HB1868  ELLP ORDER  -  FOURTH    CLASS I
 HB1868
 HB1868.The horizontal coordinates were established by classical geodetic methods
 HB1868.and adjusted by the National Geodetic Survey in October 1999..
 HB1868
 HB1868.The orthometric height was determined by GPS observations and a
 HB1868.high-resolution geoid model.
 HB1868
 HB1868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1868
 HB1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1868
 HB1868.The ellipsoidal height was determined by GPS observations
 HB1868.and is referenced to NAD 83.
 HB1868
 HB1868.The geoid height was determined by GEOID03.
 HB1868
 HB1868;                    North         East     Units Scale Factor Converg.
 HB1868;SPC IL E     -    55,562.261   285,008.165   MT  0.99997777   -0 06 07.1
 HB1868;SPC IL E     -   182,290.52    935,064.29   sFT  0.99997777   -0 06 07.1
 HB1868;SPC KY1Z     - 1,096,153.417 1,255,605.613   MT  0.99998098   -1 41 22.9
 HB1868;SPC KY1Z     - 3,596,296.67  4,119,432.75   sFT  0.99998098   -1 41 22.9
 HB1868;SPC KY S     -   596,100.107   255,612.417   MT  0.99994962   -1 40 08.6
 HB1868;SPC KY S     - 1,955,705.10    838,621.74   sFT  0.99994962   -1 40 08.6
 HB1868;UTM  16      - 4,114,480.064   366,635.184   MT  0.99981910   -0 54 27.5
 HB1868
 HB1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1868!SPC IL E     -   0.99998133  x   0.99997777  =   0.99995910
 HB1868!SPC KY1Z     -   0.99998133  x   0.99998098  =   0.99996231
 HB1868!SPC KY S     -   0.99998133  x   0.99994962  =   0.99993095
 HB1868!UTM  16      -   0.99998133  x   0.99981910  =   0.99980044
 HB1868
 HB1868:                Primary Azimuth Mark                     Grid Az
 HB1868:SPC IL E     -  HOHMAN R 9 22                            146 23 09.5
 HB1868:SPC KY1Z     -  HOHMAN R 9 22                            147 58 25.3
 HB1868:SPC KY S     -  HOHMAN R 9 22                            147 57 11.0
 HB1868:UTM  16      -  HOHMAN R 9 22                            147 11 29.9
 HB1868
 HB1868|---------------------------------------------------------------------|
 HB1868| PID    Reference Object                     Distance      Geod. Az  |
 HB1868|                                                           dddmmss.s |
 HB1868| HB1869 HOHMAN R 9 22                       APPROX. 0.5 KM 1461702.4 |
 HB1868|---------------------------------------------------------------------|
 HB1868
 HB1868                          SUPERSEDED SURVEY CONTROL
 HB1868
 HB1868  ELLIP H (10/21/99)  118.92   (m)                       GP(       ) 4 1
 HB1868  NAD 83(1997)-  37 10 02.02440(N)    088 30 07.67828(W) AD(       ) 1
 HB1868  NAD 83(1986)-  37 10 02.03042(N)    088 30 07.68192(W) AD(       ) 1
 HB1868
 HB1868.Superseded values are not recommended for survey control.
 HB1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1868.See file dsdata.txt to determine how the superseded data were derived.
 HB1868
 HB1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG6663514480(NAD 83)
 HB1868_MARKER: DD = SURVEY DISK
 HB1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1868_SP_SET: CONCRETE POST
 HB1868_STAMPING: HOHMAN AZIMUTH R-9-22 1991
 HB1868_MARK LOGO: USFS  
 HB1868_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1868+STABILITY: POSITION/ELEVATION WELL
 HB1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1868+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1992
 HB1868
 HB1868  HISTORY     - Date     Condition        Report By
 HB1868  HISTORY     - 1991     MONUMENTED       USFS
 HB1868  HISTORY     - 19921212 GOOD
 HB1868
 HB1868                          STATION DESCRIPTION
 HB1868
 HB1868'DESCRIBED BY US FOREST SERVICE 1991
 HB1868'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45, 145 AND 34 IN
 HB1868'HARRISBURG, ILLINOIS, GO SOUTHERLY ON ROUTE 34, 36.1 KM (22.4 MI) TO
 HB1868'THE INTERSECTION OF ROUTE 34 AND 146, TURN RIGHT (WEST) ONTO ROUTE
 HB1868'145 AND GO 15.0 KM (9.3 MI) TO THE STOP SIGN IN GOLCONDA, ILLINOIS
 HB1868'ACROSS FROM THE GOLCONDA POST OFFICE, LEAVING ILLINOIS STATE ROUTE
 HB1868'146 CONTINUE SOUTHERLY ON THE PAVED ROAD 31.1 KM (19.3 MI) (THROUGH
 HB1868'BAY CITY) TO THE SMITHLAND LOCK AND DAM ROAD ENTRANCE, CONTINUE 2.58
 HB1868'KM (1.60 MI) TO A CROSSROADS, TURN RIGHT (WEST) ONTO A GRAVEL ROAD
 HB1868'AND GO 1.12 KM (0.70 MI) TO A Y INTERSECTION, CONTINUE ON TO THE
 HB1868'RIGHT (NORTHWESTERLY) AN ADDITIONAL 3.86 KM (2.40 MI) TO THE STATION
 HB1868'ON THE RIGHT (EAST) SIDE OF THE ROAD,CONTINUE NORTHWESTERLY 0.64 KM
 HB1868'(0.40 MI) TO THE STATION AZIMUTH ON THE LEFT (WEST) SIDE OF THE ROAD.
 HB1868'STATION AZIMUTH (HOHMAN) IS A CIRCULAR INSCRIBED ALUMINUM CAP WITH A
 HB1868'CENTER PUNCHED MARK, SET IN CONCRETE.
 HB1868'1.)  7.31M WEST OF THE CENTERLINE OF THE ROAD.
 HB1868'2.)  3.35M NORTHEAST OF A CORNER FENCE POST.
 HB1868'3.)  18.04M NORTHWEST OF A POWER POLE.
 HB1868
 HB1868                          STATION RECOVERY (1992)
 HB1868
 HB1868'RECOVERED 1992
 HB1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1871 ***********************************************************************
 HB1871  DESIGNATION -  HOLBROOK R 9 11
 HB1871  PID         -  HB1871
 HB1871  STATE/COUNTY-  IL/HARDIN
 HB1871  USGS QUAD   -  KARBERS RIDGE (1996)
 HB1871
 HB1871                         *CURRENT SURVEY CONTROL
 HB1871  ___________________________________________________________________
 HB1871* NAD 83(1997)-  37 30 39.15094(N)    088 16 34.75723(W)     ADJUSTED  
 HB1871* NAVD 88     -       125.3    (meters)     411.     (feet)  GPS OBS   
 HB1871  ___________________________________________________________________
 HB1871  X           -     152,374.234 (meters)                     COMP
 HB1871  Y           -  -5,063,453.740 (meters)                     COMP
 HB1871  Z           -   3,862,579.988 (meters)                     COMP
 HB1871  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 HB1871  ELLIP HEIGHT-          95.86  (meters)          (03/08/05) GPS OBS
 HB1871  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HB1871
 HB1871  HORZ ORDER  -  FIRST
 HB1871  ELLP ORDER  -  FOURTH    CLASS I
 HB1871
 HB1871.The horizontal coordinates were established by classical geodetic methods
 HB1871.and adjusted by the National Geodetic Survey in October 1999..
 HB1871
 HB1871.The orthometric height was determined by GPS observations and a
 HB1871.high-resolution geoid model.
 HB1871
 HB1871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1871
 HB1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1871
 HB1871.The ellipsoidal height was determined by GPS observations
 HB1871.and is referenced to NAD 83.
 HB1871
 HB1871.The geoid height was determined by GEOID03.
 HB1871
 HB1871;                    North         East     Units Scale Factor Converg.
 HB1871;SPC IL E     -    93,688.874   305,040.444   MT  0.99997531   +0 02 05.0
 HB1871;SPC IL E     -   307,377.58  1,000,786.86   sFT  0.99997531   +0 02 05.0
 HB1871;UTM  16      - 4,152,312.964   387,199.780   MT  0.99975673   -0 46 38.1
 HB1871
 HB1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1871!SPC IL E     -   0.99998496  x   0.99997531  =   0.99996027
 HB1871!UTM  16      -   0.99998496  x   0.99975673  =   0.99974169
 HB1871
 HB1871|---------------------------------------------------------------------|
 HB1871| PID    Reference Object                     Distance      Geod. Az  |
 HB1871|                                                           dddmmss.s |
 HB1871| HB1870 HOLBROOK R 9 11 AZ MK               213.294 METERS 27413     |
 HB1871|---------------------------------------------------------------------|
 HB1871
 HB1871                          SUPERSEDED SURVEY CONTROL
 HB1871
 HB1871  ELLIP H (10/21/99)   95.87   (m)                       GP(       ) 4 1
 HB1871  NAD 83(1997)-  37 30 39.15289(N)    088 16 34.75731(W) AD(       ) 1
 HB1871  NAD 83(1997)-  37 30 39.15515(N)    088 16 34.75747(W) AD(       ) 1
 HB1871  NAD 83(1986)-  37 30 39.16204(N)    088 16 34.76033(W) AD(       ) 1
 HB1871
 HB1871.Superseded values are not recommended for survey control.
 HB1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1871.See file dsdata.txt to determine how the superseded data were derived.
 HB1871
 HB1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8720052313(NAD 83)
 HB1871_MARKER: I = METAL ROD
 HB1871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1871_SP_SET: STAINLESS STEEL ROD
 HB1871_STAMPING: HOLBROOK R-9-11 1991
 HB1871_MARK LOGO: USFS  
 HB1871_PROJECTION: FLUSH
 HB1871_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1871+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1992
 HB1871_ROD/PIPE-DEPTH: 10   meters
 HB1871
 HB1871  HISTORY     - Date     Condition        Report By
 HB1871  HISTORY     - 1991     MONUMENTED       USFS
 HB1871  HISTORY     - 19921210 GOOD
 HB1871
 HB1871                          STATION DESCRIPTION
 HB1871
 HB1871'DESCRIBED BY US FOREST SERVICE 1991
 HB1871'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45,145 AND 34 LOCATED
 HB1871'IN HARRISBURG, IL GO SOUTHERLY 36.1 KM (22.4 MI) ON ROUTE 34 TO THE
 HB1871'INTERSECTION WITH ILLINOIS STATE ROUTE 146, TURN LEFT (EAST) ON ROUTE
 HB1871'146 AND GO 0.8 KM (0.5 MI) TO THE INTERSECTION OF ILLINOIS STATE
 HB1871'ROUTE 146 AND MAIN STREET LOCATED IN ELIZABETHTOWN, ILLINOIS,
 HB1871'CONTINUE 6.0 KM (3.7 MI) NORTHERLY TO A BRIDGE OVER HOGTHIEF CREEK,
 HB1871'CONTINUE 91.4MTO THE CROSS ROADS AND TURN RIGHT (EAST), GO 2.1 KM
 HB1871'(1.3 MI) TO THE STATION AZIMUTH ON THE LEFT (NORTH) SIDE OF THE ROAD,
 HB1871'CONTINUE EASTERLY .19 KM (0.12 MI) TO THE STATION ON THE RIGHT
 HB1871'(SOUTH) APPROXIMATELY 36.6 M (120.1 FT) SOUTH OF A ROAD TO THE
 HB1871'NORTHEAST. STATION (HOLBROOK) IS AN ALUMINUM CYLINDER WITH ACCESS
 HB1871'COVER, SET IN CONCRETE WITH CENTER PUNCHED VERTICAL STAINLESS STEEL
 HB1871'ROD INSIDE ACCESS COVER.
 HB1871'1.)  7.6M SOUTH OF THE CENTERLINE OF THE ROAD.
 HB1871'2.)  30.5M SOUTHEAST OF A POWER POLE.
 HB1871'3.)  35.0M WEST OF A CORNER FENCE POST.
 HB1871
 HB1871                          STATION RECOVERY (1992)
 HB1871
 HB1871'RECOVERED 1992
 HB1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1870 ***********************************************************************
 HB1870  DESIGNATION -  HOLBROOK R 9 11 AZ MK
 HB1870  PID         -  HB1870
 HB1870  STATE/COUNTY-  IL/HARDIN
 HB1870  USGS QUAD   -  KARBERS RIDGE (1996)
 HB1870
 HB1870                         *CURRENT SURVEY CONTROL
 HB1870  ___________________________________________________________________
 HB1870* NAD 83(1997)-  37 30 39.65966(N)    088 16 43.41868(W)     ADJUSTED  
 HB1870* NAVD 88     -       129.8    (meters)     426.     (feet)  GPS OBS   
 HB1870  ___________________________________________________________________
 HB1870  X           -     152,161.429 (meters)                     COMP
 HB1870  Y           -  -5,063,454.117 (meters)                     COMP
 HB1870  Z           -   3,862,595.139 (meters)                     COMP
 HB1870  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HB1870  ELLIP HEIGHT-         100.31  (meters)          (03/08/05) GPS OBS
 HB1870  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HB1870
 HB1870  HORZ ORDER  -  FIRST
 HB1870  ELLP ORDER  -  FOURTH    CLASS I
 HB1870
 HB1870.The horizontal coordinates were established by classical geodetic methods
 HB1870.and adjusted by the National Geodetic Survey in October 1999..
 HB1870
 HB1870.The orthometric height was determined by GPS observations and a
 HB1870.high-resolution geoid model.
 HB1870
 HB1870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1870
 HB1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1870
 HB1870.The ellipsoidal height was determined by GPS observations
 HB1870.and is referenced to NAD 83.
 HB1870
 HB1870.The geoid height was determined by GEOID03.
 HB1870
 HB1870;                    North         East     Units Scale Factor Converg.
 HB1870;SPC IL E     -    93,704.431   304,827.723   MT  0.99997529   +0 01 59.7
 HB1870;SPC IL E     -   307,428.62  1,000,088.95   sFT  0.99997529   +0 01 59.7
 HB1870;UTM  16      - 4,152,331.530   386,987.348   MT  0.99975732   -0 46 43.4
 HB1870
 HB1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1870!SPC IL E     -   0.99998426  x   0.99997529  =   0.99995955
 HB1870!UTM  16      -   0.99998426  x   0.99975732  =   0.99974158
 HB1870
 HB1870|---------------------------------------------------------------------|
 HB1870| PID    Reference Object                     Distance      Geod. Az  |
 HB1870|                                                           dddmmss.s |
 HB1870| HB1871 HOLBROOK R 9 11                     213.294 METERS 09413     |
 HB1870|---------------------------------------------------------------------|
 HB1870
 HB1870                          SUPERSEDED SURVEY CONTROL
 HB1870
 HB1870  NAD 83(1997)-  37 30 39.66182(N)    088 16 43.41876(W) AD(       ) 1
 HB1870  NAD 83(1997)-  37 30 39.66386(N)    088 16 43.41889(W) AD(       ) 1
 HB1870  NAD 83(1986)-  37 30 39.67074(N)    088 16 43.42175(W) AD(       ) 1
 HB1870
 HB1870.Superseded values are not recommended for survey control.
 HB1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1870.See file dsdata.txt to determine how the superseded data were derived.
 HB1870
 HB1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8698752332(NAD 83)
 HB1870_MARKER: DD = SURVEY DISK
 HB1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1870_SP_SET: CONCRETE POST
 HB1870_STAMPING: HOLBROOK AZIMUTH R-9-11 1991
 HB1870_MARK LOGO: USFS  
 HB1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1870+STABILITY: POSITION/ELEVATION WELL
 HB1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1870+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1992
 HB1870
 HB1870  HISTORY     - Date     Condition        Report By
 HB1870  HISTORY     - 1991     MONUMENTED       USFS
 HB1870  HISTORY     - 19921210 GOOD
 HB1870
 HB1870                          STATION DESCRIPTION
 HB1870
 HB1870'DESCRIBED BY US FOREST SERVICE 1991
 HB1870'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45,145 AND 34 LOCATED
 HB1870'IN HARRISBURG, IL GO SOUTHERLY 36.1 KM (22.4 MI) ON ROUTE 34 TO THE
 HB1870'INTERSECTION WITH ILLINOIS STATE ROUTE 146, TURN LEFT (EAST) ON ROUTE
 HB1870'146 AND GO 0.8 KM (0.5 MI) TO THE INTERSECTION OF ILLINOIS STATE
 HB1870'ROUTE 146 AND MAIN STREET LOCATED IN ELIZABETHTOWN, ILLINOIS,
 HB1870'CONTINUE 6.0 KM (3.7 MI) NORTHERLY TO A BRIDGE OVER HOGTHIEF CREEK,
 HB1870'CONTINUE 91.4 M (299.9 FT) TO THE CROSSROADS AND TURN RIGHT (EAST),
 HB1870'GO 2.1 KM (1.3 MI) TO THE STATION AZIMUTH ON THE LEFT (NORTH) SIDE OF
 HB1870'THE ROAD. STATION AZIMUTH (HOLBROOK) IS A CIRCULAR INSCRIBED ALUMINUM
 HB1870'CAP WITH A CENTER PUNCHED MARK, SET IN CONCRETE.
 HB1870'1.)  6.7M SOUTH OF THE CENTERLINE OF THE ROAD.
 HB1870'2.)  9.6M SOUTHWEST OF A POWER POLE.
 HB1870'3.)  24.1M NORTHWEST OF A 26 INCH DIAMETER OAK TREE.
 HB1870
 HB1870                          STATION RECOVERY (1992)
 HB1870
 HB1870'RECOVERED 1992
 HB1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0877 ***********************************************************************
 NJ0877  DESIGNATION -  HOLLAND
 NJ0877  PID         -  NJ0877
 NJ0877  STATE/COUNTY-  IL/JO DAVIESS
 NJ0877  USGS QUAD   -  ELIZABETH NE (1968)
 NJ0877
 NJ0877                         *CURRENT SURVEY CONTROL
 NJ0877  ___________________________________________________________________
 NJ0877* NAD 83(1997)-  42 29 42.28999(N)    090 05 01.34370(W)     ADJUSTED  
 NJ0877* NAVD 88     -       353.7    (meters)    1160.     (feet)  GPS OBS   
 NJ0877  ___________________________________________________________________
 NJ0877  X           -      -6,881.480 (meters)                     COMP
 NJ0877  Y           -  -4,710,256.864 (meters)                     COMP
 NJ0877  Z           -   4,286,528.276 (meters)                     COMP
 NJ0877  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 NJ0877  ELLIP HEIGHT-         320.43  (meters)          (12/06/04) GPS OBS
 NJ0877  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NJ0877
 NJ0877  HORZ ORDER  -  FIRST
 NJ0877  ELLP ORDER  -  FOURTH    CLASS I
 NJ0877
 NJ0877.The horizontal coordinates were established by GPS observations
 NJ0877.and adjusted by the National Geodetic Survey in September 1998..
 NJ0877
 NJ0877.The orthometric height was determined by GPS observations and a
 NJ0877.high-resolution geoid model.
 NJ0877
 NJ0877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0877
 NJ0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0877
 NJ0877.The ellipsoidal height was determined by GPS observations
 NJ0877.and is referenced to NAD 83.
 NJ0877
 NJ0877.The geoid height was determined by GEOID03.
 NJ0877
 NJ0877;                    North         East     Units Scale Factor Converg.
 NJ0877;SPC IL W     -   647,075.286   706,819.370   MT  0.99994175   +0 03 21.8
 NJ0877;SPC IL W     - 2,122,946.17  2,318,956.55   sFT  0.99994175   +0 03 21.8
 NJ0877;SPC WI S     -    55,003.555   593,118.474   MT  1.00005655   -0 03 27.1
 NJ0877;SPC WI S     -   180,457.50  1,945,922.86   sFT  1.00005655   -0 03 27.1
 NJ0877;UTM  15      - 4,708,868.690   739,648.537   MT  1.00030666   +1 58 15.5
 NJ0877
 NJ0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0877!SPC IL W     -   0.99994975  x   0.99994175  =   0.99989150
 NJ0877!SPC WI S     -   0.99994975  x   1.00005655  =   1.00000630
 NJ0877!UTM  15      -   0.99994975  x   1.00030666  =   1.00025639
 NJ0877
 NJ0877|---------------------------------------------------------------------|
 NJ0877| PID    Reference Object                     Distance      Geod. Az  |
 NJ0877|                                                           dddmmss.s |
 NJ0877| CI9772 HOLLAND RM 1                         16.819 METERS 06130     |
 NJ0877| NH1566 LENA WATERWORKS TANK                APPROX.24.6 KM 1211021.0 |
 NJ0877| CI9773 HOLLAND RM 2                         16.795 METERS 32454     |
 NJ0877| NJ0856 TRUMAN CH OF IMM CONC TOWER         APPROX.27.7 KM 3342409.4 |
 NJ0877| CI9771 HOLLAND AZ MK                                      3523216.4 |
 NJ0877|---------------------------------------------------------------------|
 NJ0877
 NJ0877                          SUPERSEDED SURVEY CONTROL
 NJ0877
 NJ0877  ELLIP H (09/15/98)  320.52   (m)                       GP(       ) 3 1
 NJ0877  NAD 83(1997)-  42 29 42.28423(N)    090 05 01.35049(W) AD(       ) 1
 NJ0877  NAD 83(1986)-  42 29 42.28105(N)    090 05 01.34962(W) AD(       ) 1
 NJ0877  NAD 27      -  42 29 42.26100(N)    090 05 00.90200(W) AD(       ) 1
 NJ0877
 NJ0877.Superseded values are not recommended for survey control.
 NJ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0877.See file dsdata.txt to determine how the superseded data were derived.
 NJ0877
 NJ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH3964908869(NAD 83)
 NJ0877_MARKER: DS = TRIANGULATION STATION DISK
 NJ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0877_PROJECTION: FLUSH
 NJ0877_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0877+STABILITY: SURFACE MOTION
 NJ0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0877+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1996
 NJ0877
 NJ0877  HISTORY     - Date     Condition        Report By
 NJ0877  HISTORY     - 1935     MONUMENTED       CGS
 NJ0877  HISTORY     - 19960816 GOOD             SECI
 NJ0877  HISTORY     - 19970103 MARK NOT FOUND   USPSQD
 NJ0877
 NJ0877                          STATION DESCRIPTION
 NJ0877
 NJ0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NJ0877'THIS STATION IS ABOUT 3/4 MILE SOUTHEAST OF THE TOWN OF APPLE
 NJ0877'RIVER, ILLINOIS AND ABOUT 5 MILES WEST OF WARREN, ILLINOIS.
 NJ0877'ABOUT 1 MILE SOUTH OF THE ILLINOIS-WISCONSIN STATE LINE.  NEAR
 NJ0877'THE WEST SIDE CENTER OF SEC. 20, T 29 N, R 4 E, AT THE NORTH
 NJ0877'END OF PROMINENT KNOLL ON PROPERTY OWNED BY W.H. WILEY AND
 NJ0877'OCCUPIED BY D. HOLLAND.  THE STATION MARK IS ABOUT 0.4 MILE
 NJ0877'SOUTH OF EAST-WEST GRAVEL ROAD.  ABOUT 0.35 MILE SOUTHEAST OF
 NJ0877'MR.  HOLLANDS HOUSE.  IN CLEARED AREA OF OAK GROVE ON
 NJ0877'KNOLL.  50 FEET NORTH-NORTHWEST OF 15-INCH OAK TREE WITH
 NJ0877'TRIANGLE BLAZE.  THE MARK IS FLUSH WITH THE GROUND.
 NJ0877'
 NJ0877'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NJ0877'TABLETS SET IN CONCRETE.
 NJ0877'
 NJ0877'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  76 FEET
 NJ0877'NORTHEAST OF 15-INCH OAK TREE WITH TRIANGLE BLAZE.  THE MARK
 NJ0877'IS FLUSH WITH THE GROUND.
 NJ0877'
 NJ0877'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  105 FEET
 NJ0877'NORTH-NORTHEAST OF 15-INCH OAK WITH TRIANGLE BLAZE.  THE MARK
 NJ0877'IS FLUSH WITH THE GROUND.  THE DISTANCE BETWEEN THE REFERENCE
 NJ0877'MARKS IS 82.34 FEET.
 NJ0877'
 NJ0877'THE AZIMUTH MARK IS NORTH OF THE STATION AT NORTH SIDE OF FIELD
 NJ0877'TO THE EAST OF MR. HOLLANDS HOUSE.  150 FEET NORTH OF BARN.
 NJ0877'50 FEET EAST OF FENCE CORNER AT NORTHWEST CORNER OF FIELD.
 NJ0877'31 FEET SOUTH OF CENTERLINE OF EAST-WEST GRAVEL ROAD.  1 FOOT
 NJ0877'SOUTH OF SOUTH RIGHT-OF-WAY FENCE LINE.  THE MARK IS FLUSH WITH
 NJ0877'THE GROUND.
 NJ0877'
 NJ0877'TO REACH THE STATION FROM THE POST OFFICE IN APPLE RIVER GO
 NJ0877'SOUTH 0.25 MILE TO CROSSROADS.  THENCE EAST ON GRAVEL 0.25 MILE
 NJ0877'TO ROAD FORKS.  TAKE LEFT FORK 0.35 MILE TO GATE ON SOUTH
 NJ0877'SIDE OF ROAD INTO MR. HOLLANDS BARNYARD.  GO SOUTH THROUGH
 NJ0877'BARNYARD TO GATE IN NORTH-SOUTH FENCE LINE JUST SOUTH OF BARN.
 NJ0877'THENCE SOUTHEAST THROUGH GATE AND FOLLOW WAGON TRAIL UP HILL,
 NJ0877'PAST WINDMILL, 0.1 MILE TO FENCE CORNER.  THENCE SOUTH ALONG
 NJ0877'EAST SIDE OF FENCE 0.2 MILE TO JUNCTION OF EAST-WEST AND
 NJ0877'NORTH-SOUTH FENCE LINES.  GO THROUGH GATE ON EAST SIDE OF
 NJ0877'NORTH-SOUTH FENCE LINE THEN DOUBLE BACK THROUGH ANOTHER GATE
 NJ0877'ON WEST SIDE OF FENCE LINE.  THENCE NORTHWEST THROUGH OAK
 NJ0877'GROVE 0.05 MILE TO HIGHEST POINT OF KNOLL AT CLEARING IN
 NJ0877'GROVE AND STATION.
 NJ0877'
 NJ0877'AN 87-FOOT SIGNAL AT PECATONICA IS VISIBLE AT THE GROUND.
 NJ0877'
 NJ0877'AN 87-FOOT SIGNAL AT WIOTA IS VISIBLE AT 10 FEET.
 NJ0877'
 NJ0877'A 107-FOOT SIGNAL AT WARREN IS VISIBLE AT 20 FEET.
 NJ0877'
 NJ0877'A 74-FOOT SIGNAL AT CHARLES IS VISIBLE AT 37 FEET.
 NJ0877'
 NJ0877'A 74-FOOT SIGNAL AT HARKINS IS VISIBLE AT 37 FEET.
 NJ0877
 NJ0877                          STATION RECOVERY (1996)
 NJ0877
 NJ0877'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0877'RECOVERED AS DESCRIBED EXCEPT THAT THE CURRENT OWNER IS LEN TRAVAILLE,
 NJ0877'THE TRIANGLE BLAZE IS NO LONGER THERE, AND THE MARK IS 12-INCHES BELOW
 NJ0877'GROUND.  THE STATION IS LOCATED 101.5 FT (30.9 M) SOUTHEAST OF 12-IN
 NJ0877'OAK TREE, 180 FT (54.9 M) WEST OF A NORTH-SOUTH FENCE LINE, 43 FT
 NJ0877'(13.1 M) NORTHWEST OF 24-IN OAK TREE, 77.5 FT (23.6 M) NORTHEAST OF A
 NJ0877'24-IN OAK TREE, AND 1 FT (0.3 M) SOUTH OF A STEEL FENCE POST.
 NJ0877
 NJ0877                          STATION RECOVERY (1997)
 NJ0877
 NJ0877'RECOVERY NOTE BY US POWER SQUADRON 1997
 NJ0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1720 ***********************************************************************
 MF1720  DESIGNATION -  HOLLENBECK RESET
 MF1720  PID         -  MF1720
 MF1720  STATE/COUNTY-  IL/LEE
 MF1720  USGS QUAD   -  DIXON WEST (1983)
 MF1720
 MF1720                         *CURRENT SURVEY CONTROL
 MF1720  ___________________________________________________________________
 MF1720* NAD 83(1997)-  41 45 51.00886(N)    089 36 05.23347(W)     ADJUSTED  
 MF1720* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 MF1720  ___________________________________________________________________
 MF1720  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 MF1720  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1720
 MF1720  HORZ ORDER  -  FIRST
 MF1720
 MF1720.The horizontal coordinates were established by classical geodetic methods
 MF1720.and adjusted by the National Geodetic Survey in October 1999..
 MF1720
 MF1720.The orthometric height was scaled from a topographic map.
 MF1720
 MF1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1720
 MF1720.The geoid height was determined by GEOID03.
 MF1720
 MF1720;                    North         East     Units Scale Factor Converg.
 MF1720;SPC IL W     -   566,044.559   746,998.151   MT  0.99996835   +0 22 35.3
 MF1720;SPC IL W     - 1,857,097.86  2,450,776.43   sFT  0.99996835   +0 22 35.3
 MF1720;UTM  16      - 4,626,863.823   283,751.617   MT  1.00017549   -1 44 00.3
 MF1720
 MF1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1720!SPC IL W     -   0.99997256  x   0.99996835  =   0.99994091
 MF1720!UTM  16      -   0.99997256  x   1.00017549  =   1.00014805
 MF1720
 MF1720:                Primary Azimuth Mark                     Grid Az
 MF1720:SPC IL W     -  DIXON STATE HOSPITAL STACK               040 10 56.1
 MF1720:UTM  16      -  DIXON STATE HOSPITAL STACK               042 17 31.7
 MF1720
 MF1720|---------------------------------------------------------------------|
 MF1720| PID    Reference Object                     Distance      Geod. Az  |
 MF1720|                                                           dddmmss.s |
 MF1720| MF1612 DIXON STATE HOSPITAL STACK          APPROX.16.3 KM 0403331.4 |
 MF1720| MF1608 DIXON BORDEN CO STACK               APPROX.12.6 KM 0433927.0 |
 MF1720| MF1610 DIXON ILL NORTHERN UTIL CO STK      APPROX.12.5 KM 0454109.8 |
 MF1720| MF1606 DIXON MENDUSA CEMENT CO STACK       APPROX.16.3 KM 0483220.5 |
 MF1720| MF1611 ELDENA COM EDISON KSA 244 MAST      APPROX.15.2 KM 0862459.8 |
 MF1720| MF1605 GREEN RIVER ORD PLT N WTR TANK      APPROX.16.7 KM 0932408.2 |
 MF1720| MF1596 GREEN RIVER ORD PLT S WTR TANK      APPROX.16.5 KM 0991134.2 |
 MF1720| MF1734 HARMON MUNICIPAL TANK               APPROX. 6.2 KM 1411308.7 |
 MF1720| CI7535 HOLLENBECK RM 1                      18.772 METERS 23124     |
 MF1720| MF1722 ROCK FALLS ARMOUR MILL STACK        APPROX. 8.1 KM 2832336.5 |
 MF1720| MF1727 ROCK FALLS INTL HARVESTER TK        APPROX. 7.9 KM 2844015.6 |
 MF1720| MF1730 ROCK FALLS R B AND W CO TANK        APPROX. 7.7 KM 2854521.6 |
 MF1720| MF1729 STERLING NW BARB WIRE CO TANK       APPROX. 8.4 KM 2855734.4 |
 MF1720| MF1724 STERLING NATIONAL MFG CO TANK       APPROX. 8.1 KM 2872639.5 |
 MF1720| MF1725 STERLING CITY HALL TOWER            APPROX. 8.3 KM 2894125.2 |
 MF1720| MF1723 STERLING ST MARYS CHURCH SPIRE      APPROX. 8.6 KM 2900349.6 |
 MF1720| MF1721 STERLING SACRED HEART CH SPIRE      APPROX. 8.5 KM 2913458.3 |
 MF1720| CI7536 HOLLENBECK RM 2                      20.513 METERS 30835     |
 MF1720| CI7537 HOLLENBECK RM 3                      25.297 METERS 32647     |
 MF1720| CI7533 HOLLENBECK AZ MK                                   3562248.0 |
 MF1720| CI7534 HOLLENBECK AZ MK RESET                             3563146.6 |
 MF1720|---------------------------------------------------------------------|
 MF1720
 MF1720                          SUPERSEDED SURVEY CONTROL
 MF1720
 MF1720  NAD 83(1997)-  41 45 51.00888(N)    089 36 05.23350(W) AD(       ) 1
 MF1720  NAD 83(1986)-  41 45 51.01270(N)    089 36 05.23731(W) AD(       ) 1
 MF1720  NAD 27      -  41 45 50.89400(N)    089 36 04.86100(W) AD(       ) 1
 MF1720
 MF1720.Superseded values are not recommended for survey control.
 MF1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1720.See file dsdata.txt to determine how the superseded data were derived.
 MF1720
 MF1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8375226864(NAD 83)
 MF1720_MARKER: DS = TRIANGULATION STATION DISK
 MF1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF1720+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 MF1720
 MF1720  HISTORY     - Date     Condition        Report By
 MF1720  HISTORY     - 1935     MONUMENTED       CGS
 MF1720  HISTORY     - 1954     GOOD             CGS
 MF1720  HISTORY     - 1971     GOOD             NGS
 MF1720  HISTORY     - 1971     GOOD             ILHD
 MF1720  HISTORY     - 1972     GOOD             LOCSUR
 MF1720  HISTORY     - 1973     GOOD             NGS
 MF1720  HISTORY     - 19950820 GOOD             USPSQD
 MF1720  HISTORY     - 20020114 GOOD             NGS
 MF1720  HISTORY     - 20030423 GOOD             USPSQD
 MF1720
 MF1720                          STATION DESCRIPTION
 MF1720
 MF1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1720'STATION IS ABOUT 8 MILES SW OF DIXON, ABOUT 5 MILES ESE OF
 MF1720'STERLING, NEAR THE CENTER OF SEC. 32 T 21 N R 8 E, ON FARM
 MF1720'OWNED AND OCCUPIED BY F.W. HOLLENBECK, ON HIGHEST POINT OF
 MF1720'A SMALL, PARTIALLY-CLEARED (SOUTH SLOPE IS COVERED WITH A
 MF1720'SMALL GROVE OF BOX-ELDERS AND MAPLES), UNCULTIVATED KNOLL,
 MF1720'ON WEST SIDE OF CULTIVATED FIELD, ABOUT 0.25 MILE SSE OF MR.
 MF1720'HOLLENBECKS HOUSE, ABOUT 50 FEET NORTH OF NORTH EDGE OF THE
 MF1720'GROVE, 85 FEET EAST OF CENTER-LINE OF THE NORTH-SOUTH GRAVEL
 MF1720'ROAD, 53 FEET EAST OF THE RIGHT-OF-WAY FENCE, 57 FEET ESE
 MF1720'OF THE 15-INCH TWIN BOX-ELDER TREE THAT STANDS ON
 MF1720'RIGHT-OF-WAY FENCE LINE, 68 FEET NE OF THE 18-INCH MAPLE TREE
 MF1720'THAT STANDS ON FENCE LINE AT NW CORNER OF THE GROVE.  THE
 MF1720'MARK PROJECTS 3 INCHES.
 MF1720'
 MF1720'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 MF1720'TABLETS SET IN CONCRETE.
 MF1720'
 MF1720'AZ. MK. IS NORTH OF STATION, ABOUT 0.1 MILE NNE OF MR. HOLLENBECKS
 MF1720'HOUSE, 25 FEET WEST OF CENTERLINE OF THE GRAVEL ROAD, ON
 MF1720'RIGHT-OF-WAY FENCE LINE, ABOUT 60 FEET NORTH OF THE SE CORNER-POST.
 MF1720'IT PROJECTS 4 INCHES.
 MF1720'
 MF1720'R.M. NO. 1 IS SW OF STATION, ON RIGHT-OF-WAY FENCE LINE,
 MF1720'32 FEET EAST OF CENTER-LINE OF ROAD, 9 FEET NORTH OF THE
 MF1720'18-INCH MAPLE TREE, 49 FEET SOUTH OF THE 15-INCH TWIN BOX-ELDER
 MF1720'TREE.  IT PROJECTS 2 INCHES.
 MF1720'
 MF1720'R.M. NO. 2 IS NW OF STATION, ON RIGHT-OF-WAY FENCE LINE,
 MF1720'32 FEET EAST OF CENTER-LINE OF THE ROAD, 31 FEET NORTH OF
 MF1720'THE 15-INCH TWIN BOX-ELDER TREE, 80.52 FEET NORTH OF R.M.
 MF1720'NO. 1.  IT PROJECTS 5 INCHES.
 MF1720'
 MF1720'TO REACH FROM THE JUNCTION OF DIXON AVENUE AND FIRST AVENUE
 MF1720'IN ROCK FALLS, GO EAST ON DIXON AVENUE AND CONTINUE EAST
 MF1720'ON CONCRETE HIGHWAY 3.1 MILES TO END OF PAVEMENT.  CONTINUE
 MF1720'EAST ON GRAVEL ROAD 1.8 MILES TO CROSS-ROADS.  THENCE SOUTH
 MF1720'ON GRAVEL ROAD 1.15 MILES TO KNOLL AND STATION ON EAST SIDE
 MF1720'OF THE ROAD.
 MF1720'
 MF1720'A 100-FOOT SIGNAL AT ROCKI COMES INTO VIEW AT 50 FEET.
 MF1720'
 MF1720'AN 87-FOOT SIGNAL AT STERLING COMES INTO VIEW AT 50 FEET.
 MF1720'
 MF1720'A 100-FOOT SIGNAL AT HINRICHS COMES INTO VIEW AT 50 FEET.
 MF1720'
 MF1720'A 100-FOOT SIGNAL AT LONG IS VISIBLE FROM THE GROUND.
 MF1720'
 MF1720'A 100-FOOT SIGNAL AT FOY COMES INTO VIEW AT 40 FEET.
 MF1720'
 MF1720'A 100-FOOT SIGNAL AT OLSON COMES INTO VIEW AT 50 FEET.
 MF1720'
 MF1720'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 MF1720
 MF1720                          STATION RECOVERY (1954)
 MF1720
 MF1720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1720'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND
 MF1720'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 MF1720'MARK AND REFERENCE MARK NO. 2 WERE FOUND DESTROYED.  A NEW
 MF1720'AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE ESTABLISHED AND
 MF1720'THE STATION MARK WAS LOWERED HOLDING THE OLD POSITION OF THE
 MF1720'1935 MARK.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 MF1720'NO. 1 CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MF1720'
 MF1720'STATION IS LOCATED ON A SMALL KNOLL IN A SILVER MAPLE THICKET
 MF1720'ABOUT 5 MILES SOUTHEAST OF STERLING AND 8 MILES SOUTHWEST OF
 MF1720'DIXON ON PROPERTY OWNED BY JAMES C. HENDRYX.  IT IS 85 FEET
 MF1720'EAST OF THE CENTER OF A GRAVEL ROAD, 69 FEET NORTHWEST OF
 MF1720'A 20 INCH MAPLE TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE
 MF1720'AND 50 FEET NORTH OF THE NORTH EDGE OF A GROVE OF TALL TIMBER.
 MF1720'THE MARK IS UNDERGROUND 18 INCHES AND THE DISK IS STAMPED
 MF1720'HOLLENBECK 1935 1954.
 MF1720'
 MF1720'REFERENCE MARK NO. 1 IS 61.59 FEET SOUTHWEST OF THE STATION,
 MF1720'35 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 8 FEET NORTH
 MF1720'OF A 40 INCH MAPLE TREE AND 1 FOOT SOUTH OF A WHITE WITNESS
 MF1720'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOLLENBECK
 MF1720'NO 1 1935.
 MF1720'
 MF1720'REFERENCE MARK NO. 3 IS 82.99 FEET NORTHWEST OF THE STATION,
 MF1720'40 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 5 FEET WEST
 MF1720'OF A 4 INCH SILVER MAPLE TREE AND 4 FEET NORTH OF A 6 INCH
 MF1720'MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOLLENBECK
 MF1720'NO 3 1935 1954.
 MF1720'
 MF1720'AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, 28 FEET WEST
 MF1720'OF THE CENTER OF A GRAVEL ROAD, 3 FEET SOUTHWEST OF A WHITE
 MF1720'WITNESS POST AND 1 FOOT SOUTH OF A POWER LINE POLE.  THE
 MF1720'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HOLLENBECK
 MF1720'1935 RESET 1954.  CONSIDERABLE CLEARING
 MF1720'WOULD BE REQUIRED FOR THE AZIMUTH MARK TO BE VISIBLE FROM
 MF1720'THE GROUND.
 MF1720'
 MF1720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 MF1720'AND U.S. HIGHWAY 30 ABOUT 6 MILES SOUTH OF DIXON, GO WEST
 MF1720'ON HIGHWAY 30 FOR 7.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 MF1720'AND GO NORTH ON GRAVEL ROAD FOR 0.4 MILE TO A SMALL KNOLL
 MF1720'ON THE RIGHT AND THE STATION ON THE HIGHEST POINT AS DESCRIBED.
 MF1720'CONTINUE NORTH ON GRAVEL ROAD FOR 0.35 MILE TO THE AZIMUTH
 MF1720'MARK ON THE LEFT AS DESCRIBED.
 MF1720'
 MF1720'DISTANCE AND DIRECTION TO THE AZIMUTH MARK, REFERENCE MARKS
 MF1720'AND OBJECTS VISIBLE FROM THE GROUND.
 MF1720'
 MF1720'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1720
 MF1720                          STATION RECOVERY (1971)
 MF1720
 MF1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MF1720'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE
 MF1720'MARKS 1 AND 3 WERE FOUND DESTROYED BY CONSTRUCTION.  A LONG
 MF1720'SEARCH WAS MADE FOR THE AZIMUTH MARK AND IT IS THOUGHT TO
 MF1720'HAVE BEEN DESTROYED WHEN THE ROAD WAS PAVED AND WIDENED.
 MF1720'THERE ARE NO OBJECTS VISIBLE FROM WHICH TO SET A NEW AZIMUTH MARK
 MF1720'FROM SINCE THE STATION IS LOCATED IN A VERY THICK TREE AND BRUSH
 MF1720'AREA.  REFERENCE MARKS 4 AND 5 WERE SET.  A NEW DESCRIPTION
 MF1720'FOLLOWS--
 MF1720'
 MF1720'THE STATION IS LOCATED ON A SMALL WALNUT TREE AND BRUSH
 MF1720'COVERED KNOLL ABOUT 8 MILES SOUTHWEST OF DIXON, 83 FEET EAST
 MF1720'OF THE CENTERLINE OF NELSON ROAD, 3 FEET EAST OF A METAL
 MF1720'WITNESS POST, 1 FOOT SOUTH OF A 6 INCH WALNUT TREE, 5 FEET
 MF1720'SOUTHEAST OF A 10 INCH WALNUT TREE AND 15 FEET NORTHEAST OF
 MF1720'AN 8 INCH WALNUT TREE.  THE MONUMENT IS ABOUT 18 INCHES
 MF1720'UNDERGROUND AND THE DISK IS STAMPED HOLLENBECK 1935 1954.
 MF1720'
 MF1720'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 MF1720'AND STATE HIGHWAY 26, ABOUT 6 MILES SOUTH OF DIXON, GO WEST
 MF1720'ON HIGHWAY 30 FOR 7.5 MILES TO A SIDE ROAD RIGHT.  TURN
 MF1720'RIGHT AND GO NORTH ON NELSON ROAD FOR 0.4 MILE TO THE KNOLL
 MF1720'AND STATION ON THE RIGHT.
 MF1720'
 MF1720'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HOLLENBECK 1935
 MF1720'NO 4 1971, SET IN THE TOP OF A CONCRETE FILLED 4 INCH PLASTIC
 MF1720'PIPE PROJECTING ABOUT 8 INCHES, 6 FEET EAST OF THE 8 INCH
 MF1720'WALNUT TREE AND 18 FEET SOUTH OF THE 10 INCH WALNUT TREE.
 MF1720'
 MF1720'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HOLLENBECK 1935
 MF1720'NO 5 1971, SET IN THE TOP OF A CONCRETE FILLED 4 INCH PLASTIC
 MF1720'PIPE PROJECTING 6 INCHES, 16 FEET NORTHWEST OF THE 8 INCH
 MF1720'WALNUT TREE AND 9 FEET WEST OF THE 10 INCH WALNUT TREE
 MF1720'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 MF1720'
 MF1720'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1720'
 MF1720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 MF1720'MILES SOUTHEAST OF STERLING
 MF1720
 MF1720                          STATION RECOVERY (1971)
 MF1720
 MF1720'RECOVERY NOTE BY IL HIGHWAY DEPT 1971 (FAW)
 MF1720'HOLLENBECK 1935, 1954-GOOD DESCRIPTION SEE NOTE
 MF1720'
 MF1720'HOLLENBECK NO. 1 1935-DESTROYED - DISK WAS RECOVERED
 MF1720'
 MF1720'HOLLENBECK NO. 3 1935, 1954-GOOD
 MF1720'
 MF1720'HOLLENBECK AZ 1935, 1954-WAS NOT FOUND SEE NOTE
 MF1720'
 MF1720'NOTE--STA. HOLLENBECK 1935, 1954 IS SET IN 3.0 FT X 3.0 FT
 MF1720'CONC.  20 IN MAPLE W) TRIANGLE BLAZE IS DESTROYED.  GRAVEL
 MF1720'RD. HAS SINCE BEEN BLACKTOPED W) NEW GRADE (DISTANCE IS
 MF1720'NOW 83.0 FT FROM CENTERLINE OF RD. TO STA.-AZ. MK. WAS NOT
 MF1720'FOUND AND IS BELIEVED TO BE DESTROYED DUE TO NEW GRADE).
 MF1720'WITNESS POSTS WERE PLACED 3.0 FT WEST FROM STA. AND 1.0 FT
 MF1720'NORTH FROM R.M. 3.
 MF1720
 MF1720                          STATION RECOVERY (1972)
 MF1720
 MF1720'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1720'RECOVERED GOOD COND. AS DESC.
 MF1720
 MF1720                          STATION RECOVERY (1973)
 MF1720
 MF1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 MF1720'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 MF1720'DESCRIBED AND IN GOOD CONDITION.
 MF1720'
 MF1720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 MF1720'MILES EAST OF ROCK FALLS, ILL.
 MF1720
 MF1720                          STATION RECOVERY (1995)
 MF1720
 MF1720'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1720'RECOVERED IN GOOD CONDITION.
 MF1720
 MF1720                          STATION RECOVERY (2002)
 MF1720
 MF1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1720'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1720
 MF1720                          STATION RECOVERY (2003)
 MF1720
 MF1720'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1720'RM 4 AND RM 5 WERE FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0086 ***********************************************************************
 LC0086  DESIGNATION -  HOLTZ
 LC0086  PID         -  LC0086
 LC0086  STATE/COUNTY-  IL/IROQUOIS
 LC0086  USGS QUAD   -  ONARGA WEST (1986)
 LC0086
 LC0086                         *CURRENT SURVEY CONTROL
 LC0086  ___________________________________________________________________
 LC0086* NAD 83(1997)-  40 39 30.48504(N)    088 01 34.56140(W)     ADJUSTED  
 LC0086* NAVD 88     -       203.233  (meters)     666.77   (feet)  ADJUSTED  
 LC0086  ___________________________________________________________________
 LC0086  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 LC0086  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC0086  DYNAMIC HT  -         203.141 (meters)     666.47  (feet)  COMP
 LC0086  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 LC0086
 LC0086  HORZ ORDER  -  SECOND
 LC0086  VERT ORDER  -  SECOND    CLASS 0
 LC0086
 LC0086.The horizontal coordinates were established by classical geodetic methods
 LC0086.and adjusted by the National Geodetic Survey in October 1999..
 LC0086
 LC0086.The orthometric height was determined by differential leveling
 LC0086.and adjusted by the National Geodetic Survey in June 1991..
 LC0086
 LC0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0086
 LC0086.The geoid height was determined by GEOID03.
 LC0086
 LC0086.The dynamic height is computed by dividing the NAVD 88
 LC0086.geopotential number by the normal gravity value computed on the
 LC0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0086.degrees latitude (g = 980.6199 gals.).
 LC0086
 LC0086.The modeled gravity was interpolated from observed gravity values.
 LC0086
 LC0086;                    North         East     Units Scale Factor Converg.
 LC0086;SPC IL E     -   443,160.754   325,967.344   MT  0.99998330   +0 12 00.3
 LC0086;SPC IL E     - 1,453,936.57  1,069,444.53   sFT  0.99998330   +0 12 00.3
 LC0086;UTM  16      - 4,501,351.166   413,244.677   MT  0.99969264   -0 40 07.3
 LC0086
 LC0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0086!SPC IL E     -   0.99997320  x   0.99998330  =   0.99995650
 LC0086!UTM  16      -   0.99997320  x   0.99969264  =   0.99966585
 LC0086
 LC0086|---------------------------------------------------------------------|
 LC0086| PID    Reference Object                     Distance      Geod. Az  |
 LC0086|                                                           dddmmss.s |
 LC0086| LC0087 HOLTZ RM 1                           12.963 METERS 08515     |
 LC0086| LC0084 HOLTZ AZ MK                                        1770249.8 |
 LC0086| LC0085 HOLTZ RM 2                           15.811 METERS 17845     |
 LC0086| LC1703 BUCKLEY ST JOHNS LUTH CH SPIRE      APPROX. 6.6 KM 1870233.1 |
 LC0086| LC1702 BUCKLEY MUNICIPAL TANK              APPROX. 6.9 KM 1875018.0 |
 LC0086|---------------------------------------------------------------------|
 LC0086
 LC0086                          SUPERSEDED SURVEY CONTROL
 LC0086
 LC0086  NAD 83(1997)-  40 39 30.48581(N)    088 01 34.56216(W) AD(       ) 2
 LC0086  NAD 83(1986)-  40 39 30.49246(N)    088 01 34.55935(W) AD(       ) 2
 LC0086  NAD 83(1986)-  40 39 30.49390(N)    088 01 34.56878(W) AD(       ) 2
 LC0086  NAD 27      -  40 39 30.36360(N)    088 01 34.42300(W) AD(       ) 2
 LC0086  NGVD 29 (??/??/92)  203.301  (m)          667.00   (f) ADJ UNCH    2 0
 LC0086
 LC0086.Superseded values are not recommended for survey control.
 LC0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0086.See file dsdata.txt to determine how the superseded data were derived.
 LC0086
 LC0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1324501351(NAD 83)
 LC0086_MARKER: DS = TRIANGULATION STATION DISK
 LC0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0086_STAMPING: HOLTZ 1959
 LC0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0086+STABILITY: SURFACE MOTION
 LC0086
 LC0086  HISTORY     - Date     Condition        Report By
 LC0086  HISTORY     - 1959     MONUMENTED       CGS
 LC0086  HISTORY     - 1959     GOOD             CGS
 LC0086  HISTORY     - 1968     GOOD             CGS
 LC0086  HISTORY     - 1979     GOOD             NGS
 LC0086
 LC0086                          STATION DESCRIPTION
 LC0086
 LC0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0086'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTHWEST OF DEL
 LC0086'REY AND ABOUT 1/2 MILE WEST OF U.S. HIGHWAY 45.
 LC0086'
 LC0086'TO REACH THE STATION FROM THE POST OFFICE IN BUCKLEY, GO
 LC0086'NORTH ON U.S. HIGHWAY 45 FOR 3.6 MILES TO A CROSSROAD, TURN
 LC0086'LEFT, WEST ACROSS RAILROAD TRACKS, FOR 0.25 MILE TO A CROSSROAD,
 LC0086'TURN RIGHT, NORTH ON GRAVEL ROAD, FOR 0.7 MILE TO A CORN CRIB
 LC0086'ON THE RIGHT AND THE STATION ON THE LEFT.  THERE IS A WHITE
 LC0086'HOUSE 0.05 MILE NORTH OF THE STATION ON THE LEFT.
 LC0086'
 LC0086'STATION MARK, A STANDARD DISK STAMPED HOLTZ 1959, IS SET
 LC0086'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 LC0086'THE MARK IS 103 FEET SOUTH OF A FENCE CORNER, 89.6 FEET
 LC0086'NORTHWEST OF THE NORTHWEST CORNER OF A LARGE CORN CRIB, 21
 LC0086'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 2.8
 LC0086'FEET NORTH-NORTHEAST OF A WITNESS POST AND 2.1 FEET EAST
 LC0086'OF A FENCE LINE.
 LC0086'
 LC0086'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED HOLTZ NO 1
 LC0086'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0086'4 INCHES.  THE MARK IS 68 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LC0086'CORNER OF A LARGE CORN CRIB, 29 FEET NORTH OF THE APPROXIMATE
 LC0086'CENTER OF A GATE AND DRIVEWAY LEADING TO THE CORN CRIB, 22.6
 LC0086'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD AND
 LC0086'1 FOOT WEST OF A FENCE LINE.
 LC0086'
 LC0086'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED HOLTZ NO 2
 LC0086'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0086'2 INCHES.  THE MARK IS 66 FEET WEST OF THE NORTHWEST CORNER
 LC0086'OF A LARGE CORN CRIB, 22 FEET EAST OF THE APPROXIMATE
 LC0086'CENTER OF THE GRAVEL ROAD AND 1.6 FEET EAST OF A FENCE LINE.
 LC0086'
 LC0086'AZIMUTH MARK, A STANDARD DISK STAMPED HOLTZ 1959, IS SET IN
 LC0086'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 LC0086'MARK IS 14 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVEL
 LC0086'ROAD AND 1.3 FEET WEST OF A WITNESS POST.
 LC0086'
 LC0086'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 LC0086'GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 LC0086'AS DESCRIBED.
 LC0086
 LC0086                          STATION RECOVERY (1959)
 LC0086
 LC0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0086'4.2 MI N FROM BUCKLEY.
 LC0086'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0086'OFFICE AT BUCKLEY, THENCE 1.75 MILES NORTH ALONG A GRAVEL ROAD,
 LC0086'NEAR A DRIVEWAY WEST TO A FARM HOUSE, 20 FEET WEST OF THE CENTER
 LC0086'LINE OF THE ROAD, 146 FEET SOUTH OF THE CENTER LINE OF THE FARM
 LC0086'DRIVEWAY, 2 FEET EAST OF A FENCE, 46 FEET NORTHWEST AND ACROSS THE
 LC0086'ROAD FROM THE NORTH END OF A WIRE GATE, 2.8 FEET NORTHEAST OF A
 LC0086'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 LC0086'OF A CONCRETE POST PROJECTING 2 INCHES.
 LC0086
 LC0086                          STATION RECOVERY (1968)
 LC0086
 LC0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LC0086'THE STATION WAS VISITED AND ALL MARKS WERE FOUND AS DESCRIBED
 LC0086'AND ARE IN GOOD CONDITION.
 LC0086
 LC0086                          STATION RECOVERY (1979)
 LC0086
 LC0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0086'STATION MARK RM 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION AND
 LC0086'AS PREVIOUSLY DESCRIBED.  TOO REACH IS ADEQUATE.  THE DISTANCE TO RM 1
 LC0086'WAS SHORTER BY 0.02 FOOT.  RM 2 CHECKED.  THE DIRECTION TO THE MARKS
 LC0086'WAS VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0084 ***********************************************************************
 LC0084  DESIGNATION -  HOLTZ AZ MK
 LC0084  PID         -  LC0084
 LC0084  STATE/COUNTY-  IL/IROQUOIS
 LC0084  USGS QUAD   -  ONARGA WEST (1986)
 LC0084
 LC0084                         *CURRENT SURVEY CONTROL
 LC0084  ___________________________________________________________________
 LC0084* NAD 83(1986)-  40 39 15.     (N)    088 01 32.     (W)     SCALED    
 LC0084* NAVD 88     -       203.225  (meters)     666.75   (feet)  ADJUSTED  
 LC0084  ___________________________________________________________________
 LC0084  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC0084  DYNAMIC HT  -         203.133 (meters)     666.45  (feet)  COMP
 LC0084  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 LC0084
 LC0084  VERT ORDER  -  SECOND    CLASS 0
 LC0084
 LC0084.The horizontal coordinates were scaled from a topographic map and have
 LC0084.an estimated accuracy of +/- 6 seconds.
 LC0084
 LC0084.The orthometric height was determined by differential leveling
 LC0084.and adjusted by the National Geodetic Survey in June 1991..
 LC0084
 LC0084.The geoid height was determined by GEOID03.
 LC0084
 LC0084.The dynamic height is computed by dividing the NAVD 88
 LC0084.geopotential number by the normal gravity value computed on the
 LC0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0084.degrees latitude (g = 980.6199 gals.).
 LC0084
 LC0084.The modeled gravity was interpolated from observed gravity values.
 LC0084
 LC0084;                    North         East    Units  Estimated Accuracy
 LC0084;SPC IL E     -   442,680.      326,030.      MT  (+/- 180 meters Scaled)
 LC0084
 LC0084                          SUPERSEDED SURVEY CONTROL
 LC0084
 LC0084  NGVD 29 (??/??/92)  203.294  (m)          666.97   (f) ADJ UNCH    2 0
 LC0084
 LC0084.Superseded values are not recommended for survey control.
 LC0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0084.See file dsdata.txt to determine how the superseded data were derived.
 LC0084
 LC0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL132008(NAD 83)
 LC0084_MARKER: DZ = AZIMUTH MARK DISK
 LC0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0084_STAMPING: HOLTZ 1959
 LC0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0084+STABILITY: SURFACE MOTION
 LC0084
 LC0084  HISTORY     - Date     Condition        Report By
 LC0084  HISTORY     - 1959     MONUMENTED       CGS
 LC0084
 LC0084                          STATION DESCRIPTION
 LC0084
 LC0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0084'2.4 MI NE FROM BUCKLEY.
 LC0084'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0084'OFFICE AT BUCKLEY, THENCE 1.45 MILES NORTH ALONG A GRAVEL ROAD,
 LC0084'ABOUT 0.2 MILES NORTH OF A FARM HOUSE WEST OF THE ROAD, 14 FEET
 LC0084'EAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET WEST OF A METAL
 LC0084'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LC0084'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0087 ***********************************************************************
 LC0087  DESIGNATION -  HOLTZ RM 1
 LC0087  PID         -  LC0087
 LC0087  STATE/COUNTY-  IL/IROQUOIS
 LC0087  USGS QUAD   -  ONARGA WEST (1986)
 LC0087
 LC0087                         *CURRENT SURVEY CONTROL
 LC0087  ___________________________________________________________________
 LC0087* NAD 83(1986)-  40 39 30.     (N)    088 01 34.     (W)     SCALED    
 LC0087* NAVD 88     -       203.513  (meters)     667.69   (feet)  ADJUSTED  
 LC0087  ___________________________________________________________________
 LC0087  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC0087  DYNAMIC HT  -         203.420 (meters)     667.39  (feet)  COMP
 LC0087  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 LC0087
 LC0087  VERT ORDER  -  SECOND    CLASS 0
 LC0087
 LC0087.The horizontal coordinates were scaled from a topographic map and have
 LC0087.an estimated accuracy of +/- 6 seconds.
 LC0087
 LC0087.The orthometric height was determined by differential leveling
 LC0087.and adjusted by the National Geodetic Survey in June 1991..
 LC0087
 LC0087.The geoid height was determined by GEOID03.
 LC0087
 LC0087.The dynamic height is computed by dividing the NAVD 88
 LC0087.geopotential number by the normal gravity value computed on the
 LC0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0087.degrees latitude (g = 980.6199 gals.).
 LC0087
 LC0087.The modeled gravity was interpolated from observed gravity values.
 LC0087
 LC0087;                    North         East    Units  Estimated Accuracy
 LC0087;SPC IL E     -   443,150.      325,980.      MT  (+/- 180 meters Scaled)
 LC0087
 LC0087                          SUPERSEDED SURVEY CONTROL
 LC0087
 LC0087  NGVD 29 (??/??/92)  203.581  (m)          667.92   (f) ADJ UNCH    2 0
 LC0087
 LC0087.Superseded values are not recommended for survey control.
 LC0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0087.See file dsdata.txt to determine how the superseded data were derived.
 LC0087
 LC0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL132013(NAD 83)
 LC0087_MARKER: DR = REFERENCE MARK DISK
 LC0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0087_STAMPING: HOLTZ NO 1 1959
 LC0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0087+STABILITY: SURFACE MOTION
 LC0087
 LC0087  HISTORY     - Date     Condition        Report By
 LC0087  HISTORY     - 1959     MONUMENTED       CGS
 LC0087
 LC0087                          STATION DESCRIPTION
 LC0087
 LC0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0087'4.2 MI N FROM BUCKLEY.
 LC0087'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0087'OFFICE AT BUCKLEY, THENCE 1.75 MILES NORTH ALONG A GRAVEL ROAD,
 LC0087'NEAR A DRIVEWAY WEST TO A FARM HOUSE, 23 FEET EAST OF THE CENTER
 LC0087'LINE OF THE ROAD, 142 FEET SOUTH OF THE EXTENDED CENTER LINE OF
 LC0087'THE DRIVEWAY, 1 FOOT WEST OF A FENCE, 19 FEET NORTH OF THE NORTH
 LC0087'END OF A WIRE GATE, 42.6 FEET EAST OF TRIANGULATION STATION HOLTZ,
 LC0087'44.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 LC0087'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0085 ***********************************************************************
 LC0085  DESIGNATION -  HOLTZ RM 2
 LC0085  PID         -  LC0085
 LC0085  STATE/COUNTY-  IL/IROQUOIS
 LC0085  USGS QUAD   -  ONARGA WEST (1986)
 LC0085
 LC0085                         *CURRENT SURVEY CONTROL
 LC0085  ___________________________________________________________________
 LC0085* NAD 83(1986)-  40 39 30.     (N)    088 01 34.     (W)     SCALED    
 LC0085* NAVD 88     -       203.228  (meters)     666.76   (feet)  ADJUSTED  
 LC0085  ___________________________________________________________________
 LC0085  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LC0085  DYNAMIC HT  -         203.136 (meters)     666.46  (feet)  COMP
 LC0085  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 LC0085
 LC0085  VERT ORDER  -  SECOND    CLASS 0
 LC0085
 LC0085.The horizontal coordinates were scaled from a topographic map and have
 LC0085.an estimated accuracy of +/- 6 seconds.
 LC0085
 LC0085.The orthometric height was determined by differential leveling
 LC0085.and adjusted by the National Geodetic Survey in June 1991..
 LC0085
 LC0085.The geoid height was determined by GEOID03.
 LC0085
 LC0085.The dynamic height is computed by dividing the NAVD 88
 LC0085.geopotential number by the normal gravity value computed on the
 LC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0085.degrees latitude (g = 980.6199 gals.).
 LC0085
 LC0085.The modeled gravity was interpolated from observed gravity values.
 LC0085
 LC0085;                    North         East    Units  Estimated Accuracy
 LC0085;SPC IL E     -   443,150.      325,980.      MT  (+/- 180 meters Scaled)
 LC0085
 LC0085                          SUPERSEDED SURVEY CONTROL
 LC0085
 LC0085  NGVD 29 (??/??/92)  203.296  (m)          666.98   (f) ADJ UNCH    2 0
 LC0085
 LC0085.Superseded values are not recommended for survey control.
 LC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0085.See file dsdata.txt to determine how the superseded data were derived.
 LC0085
 LC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL132013(NAD 83)
 LC0085_MARKER: DR = REFERENCE MARK DISK
 LC0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0085_STAMPING: HOLTZ NO 2 1959
 LC0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0085+STABILITY: SURFACE MOTION
 LC0085
 LC0085  HISTORY     - Date     Condition        Report By
 LC0085  HISTORY     - 1959     MONUMENTED       CGS
 LC0085
 LC0085                          STATION DESCRIPTION
 LC0085
 LC0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0085'4.2 MI N FROM BUCKLEY.
 LC0085'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0085'OFFICE AT BUCKLEY, THENCE 1.75 MILES NORTH ALONG A GRAVEL ROAD,
 LC0085'NEAR A DRIVEWAY WEST TO A FARM HOUSE, 22 FEET WEST OF THE CENTER
 LC0085'LINE OF THE ROAD, 197 FEET SOUTH OF THE CENTER LINE OF THE FARM
 LC0085'DRIVEWAY, 1 FOOT EAST OF A FENCE, 56 FEET SOUTHWEST AND ACROSS THE
 LC0085'ROAD FROM THE NORTH END OF A WIRE GATE, 51.9 FEET SOUTH OF
 LC0085'TRIANGULATION STATION HOLTZ, 49.6 FEET SOUTH OF A METAL WITNESS
 LC0085'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0085'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1770 ***********************************************************************
 JB1770  DESIGNATION -  HOLTZHAUSEN 2
 JB1770  PID         -  JB1770
 JB1770  STATE/COUNTY-  IL/CLAY
 JB1770  USGS QUAD   -  OSKALOOSA (1985)
 JB1770
 JB1770                         *CURRENT SURVEY CONTROL
 JB1770  ___________________________________________________________________
 JB1770* NAD 83(1997)-  38 47 59.74176(N)    088 41 41.22234(W)     ADJUSTED  
 JB1770* NAVD 88     -       191.8    (meters)     629.     (feet)  VERTCON   
 JB1770  ___________________________________________________________________
 JB1770  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 JB1770  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JB1770
 JB1770  HORZ ORDER  -  FIRST
 JB1770
 JB1770.The horizontal coordinates were established by classical geodetic methods
 JB1770.and adjusted by the National Geodetic Survey in October 1999..
 JB1770
 JB1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1770
 JB1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1770
 JB1770.The geoid height was determined by GEOID03.
 JB1770
 JB1770;                    North         East     Units Scale Factor Converg.
 JB1770;SPC IL E     -   236,829.978   268,601.582   MT  0.99998714   -0 13 35.4
 JB1770;SPC IL E     -   776,999.69    881,237.02   sFT  0.99998714   -0 13 35.4
 JB1770;UTM  16      - 4,295,938.895   352,828.629   MT  0.99986672   -1 03 43.7
 JB1770
 JB1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1770!SPC IL E     -   0.99997483  x   0.99998714  =   0.99996197
 JB1770!UTM  16      -   0.99997483  x   0.99986672  =   0.99984156
 JB1770
 JB1770|---------------------------------------------------------------------|
 JB1770| PID    Reference Object                     Distance      Geod. Az  |
 JB1770|                                                           dddmmss.s |
 JB1770| CI3849 HOLTZHAUSEN 2 RM 4                   14.291 METERS 03851     |
 JB1770| JB1771 HOLTZHAUSEN                          93.495 METERS 04343     |
 JB1770| JB1773 HOLTZHAUSEN 2 AZ MK 1976            155.621 METERS 08313     |
 JB1770| JB1772 HOLTZHAUSEN 2 AZ A PT               148.773 METERS 08530     |
 JB1770| CI3850 HOLTZHAUSEN 2 RM 5                   23.698 METERS 16704     |
 JB1770| CI3851 HOLTZHAUSEN 2 RM 6                   63.286 METERS 22354     |
 JB1770| JB1806 STURGESS RM 3                       APPROX.39.0 KM 2951834.8 |
 JB1770| JB1797 FARINA MUNICIPAL TANK               APPROX. 7.6 KM 2970340.1 |
 JB1770|---------------------------------------------------------------------|
 JB1770
 JB1770                          SUPERSEDED SURVEY CONTROL
 JB1770
 JB1770  NAD 83(1986)-  38 47 59.75586(N)    088 41 41.21753(W) AD(       ) 1
 JB1770  NAD 27      -  38 47 59.58871(N)    088 41 41.03073(W) AD(       ) 1
 JB1770  NGVD 29 (07/19/86)  191.9    (m)          630.     (f) VERT ANG       
 JB1770
 JB1770.Superseded values are not recommended for survey control.
 JB1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1770.See file dsdata.txt to determine how the superseded data were derived.
 JB1770
 JB1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5282995939(NAD 83)
 JB1770_MARKER: DS = TRIANGULATION STATION DISK
 JB1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1770
 JB1770  HISTORY     - Date     Condition        Report By
 JB1770  HISTORY     - 1960     MONUMENTED       CGS
 JB1770  HISTORY     - 1962     GOOD             CGS
 JB1770  HISTORY     - 1976     SEE DESCRIPTION  NGS
 JB1770
 JB1770                          STATION DESCRIPTION
 JB1770
 JB1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1770'STATION IS LOCATED ABOUT 3.5 MILES EAST-SOUTHEAST OF FARINA, ABOUT
 JB1770'6.0 MILES SOUTH-SOUTHWEST
 JB1770'OF EDGEWOOD AND ON A PROMINENT HILL ON LAND FARMED BY MR. SPARLIN.
 JB1770'
 JB1770'TO REACH FROM THE POST OFFICE IN FARINA, GO NORTHEAST ON STATE ROUTE
 JB1770'37 FOR 0.05 MILE TO
 JB1770'CROSS STREET, TURN RIGHT AND GO SOUTHEASTERLY CROSSING
 JB1770'RAILROAD TRACKS FOR 0.3 MILE TO
 JB1770'DIAGONAL CROSSSROAD, CONTINUE
 JB1770'SOUTHEASTERLY FOR 0.1 MILE TO REVERSE FORKS, BEAR
 JB1770'LEFT AND GO
 JB1770'SOUTHEAST FOR 3.05 MILES TO A SIDE ROAD LEFT, TURN SHARP LEFT AND GO
 JB1770'NORTH FOR 0.25
 JB1770'MILE TO WHERE ROAD TURNS RIGHT, TURN RIGHT AND GO EAST
 JB1770'FOR 0.85 MILE TO CROSSROAD,
 JB1770'CONTINUE EAST FOR 0.75 MILE TO A SIDE
 JB1770'ROAD LEFT, CONTINUE EAST FOR 0.05 MILE TO
 JB1770'TRACK ROAD RIGHT INTO
 JB1770'FIELD, THEN GOES EAST ALONG SOUTH SIDE OF ROAD.  TURN RIGHT
 JB1770'THEN LEFT AND GO
 JB1770'EAST FOR 0.1 MILE ALONG THE SOUTH SIDE OF ROAD TO WHERE FIELD
 JB1770'ROAD TURNS RIGHT AND GOES
 JB1770'SOUTHERLY, TURN RIGHT AND GO SOUTHERLY ON
 JB1770'FIELD ROAD FOR 0.95 MILE TO WHERE FIELD ROAD
 JB1770'TURNS RIGHT, TURN RIGHT
 JB1770'AND GO WESTERLY UP HILL FOR 0.1 MILE TO BARN AND STATION AS
 JB1770'DESCRIBED.
 JB1770'
 JB1770'STATION MARK, A STANDARD STATION MARK DISK STAMPED HOLTZHAUSEN 2
 JB1770'1960, IS SET IN TOP OF A
 JB1770'10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 JB1770'INCHES.  THE MARK IS 49.9 FEET
 JB1770'SOUTH-SOUTHWEST OF THE WITNESS POST,
 JB1770'30.5 FEET WEST OF FENCE AND HEDGE ROW AND 26.3
 JB1770'FEET NORTH-NORTHEAST
 JB1770'OF THE NORTHEAST CORNER OF OLD BARN.
 JB1770'
 JB1770'REFERENCE MARK NUMBER 4, A STANDARD REFERENCE MARK DISK STAMPED
 JB1770'HOLTZHAUSEN 2 NO 4 1960,
 JB1770'IS SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH
 JB1770'PROJECTS ABOUT 3 INCHES.  THE
 JB1770'MARK IS 71.5 FEET NORTH-NORTHEAST OF
 JB1770'THE NORTHEAST CORNER OF THE OLD BARN, 3.2 FEET
 JB1770'SOUTH OF THE WITNESS
 JB1770'POST AND 1.8 FEET NORTH OF A FENCE POST.
 JB1770'
 JB1770'REFERENCE MARK NUMBER 5, A STANDARD REFERENCE MARK DISK STAMPED
 JB1770'HOLTZHAUSEN 2 NO 5 1960,
 JB1770'IS SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH
 JB1770'PROJECTS ABOUT 3 INCHES.  THE
 JB1770'MARK 117.3 FEET SOUTH OF WITNESS POST,
 JB1770'31.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JB1770'THE OLD BARN, 25.0
 JB1770'FEET WEST-SOUTHWEST OF THE FENCE CORNER AND 1.6 FEET NORTH OF THE
 JB1770'FENCE.
 JB1770'
 JB1770'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED HOLTZHAUSEN 2
 JB1770'1960, IS SET IN TOP OF A
 JB1770'10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6
 JB1770'INCHES.  THE MARK IS 11.5 FEET
 JB1770'NORTH OF CENTER OF OPENING IN HEDGE
 JB1770'ROW, 3.6 FEET SOUTHWEST OF A LARGE TREE IN HEDGE
 JB1770'ROW, 1.6 FEET
 JB1770'SOUTH-SOUTHWEST OF THE WITNESS POST AND 1.6 FEET WEST OF A DOUBLE
 JB1770'FENCE POST AT
 JB1770'THE SOUTH END OF FENCE AND NORTH END OF OPENING IN HEDGE ROW.
 JB1770'
 JB1770'TO REACH THE AZIMUTH MARK FROM STATION, GO 0.1 MILE OR 202 PACES EAST
 JB1770'TO AZIMUTH MARK AS DESCRIBED.
 JB1770'
 JB1770'NOTE- A TRAVERSE CONNECTION WAS MADE TO STATION HOLTZHAUSEN 1883 AND
 JB1770'THE TRAVERSE DISTANCE
 JB1770'IS 306.74 FEET OR 93.494 METERS.
 JB1770'
 JB1770'ADDITIONAL VG OBJECT FOLLOWS,
 JB1770'
 JB1770'HEIGHT OF LIGHT ABOVE STATION MARK 32 METERS.
 JB1770
 JB1770                          STATION RECOVERY (1962)
 JB1770
 JB1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1770'NO PICTURE POINT AVAILABLE.
 JB1770'
 JB1770'NO MEASUREMENT BETWEEN RMS, HIGH WEEDS.
 JB1770'
 JB1770'1960 TRAVERSE DISTANCE.
 JB1770'
 JB1770'THE STATION MARK, REFERENCE MARKS 4 AND 5 AND THE AZIMUTH MARK WERE
 JB1770'FOUND IN GOOD CONDITION.
 JB1770'THE UNDERGROUND MARK AT HOLTZHAUSEN 1883 WAS
 JB1770'RECOVERED.  THE DISTANCES AND
 JB1770'DIRECTIONS TO REFERENCE MARK 4 AND THE
 JB1770'AZIMUTH MARK CHECKED.  THE DIRECTION TO
 JB1770'REFERENCE MARK 5 CHECKED BUT
 JB1770'THE DISTANCE WAS FOUND TO BE 0.05 FOOT SHORTER THAN
 JB1770'PREVIOUSLY MEASURED.
 JB1770'
 JB1770'A COMPLETE NEW DESCRIPTION FOLLOWS-
 JB1770'
 JB1770'THE STATION IS ABOUT 6 MILES SOUTH-SOUTHWEST OF EDGEWOOD, ABOUT 3.5
 JB1770'MILES EAST-SOUTHEAST
 JB1770'OF FARINA, ON A PROMINENT HILL AND ON THE PROPERTY OF
 JB1770'MR F J HOLTZHUASEN.  IT IS 250
 JB1770'FEET EAST OF THE CENTERLINE OF A TRACK
 JB1770'ROAD, 50 FEET SOUTHWEST OF A WITNESS POST AND 49
 JB1770'FEET SOUTHWEST OF A
 JB1770'4 INCH ELM TREE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 JB1770'STAMPED HOLTZHAUSEN 2 1960.
 JB1770'
 JB1770'TO REACH THE RAILAROAD CROSSING JUST NORTH OF THE DEPOT IN FARINA, GO
 JB1770'EAST ON A PAVED STREET FOR
 JB1770'0.25 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 JB1770'EAST AND SOUTHEAST ON AN OILED ROAD
 JB1770'FOR 2.1 MILES TO A SIDE ROAD
 JB1770'RIGHT.  CONTINUE SOUTHEASTERLY ON THE OILED ROAD FOR
 JB1770'0.9 MILE TO A
 JB1770'CROSSROAD.  CONTINUE SOUTHEASTERLY ON THE OILED ROAD FOR 1.5 MILES TO
 JB1770'A DRIVEWAY AND A
 JB1770'RED BRICK HOUSE ON THE LEFT.  TURN LEFT AND GO
 JB1770'NORTHEASTERLY ON A FIELD AND WOODS
 JB1770'ROAD FOR 0.65 MILE TO THE RUINS OF
 JB1770'AN OLD BARN AND THE STATION.
 JB1770'
 JB1770'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST THROUGH A FIELD
 JB1770'FOR 0.1 MILE TO THE AZIMUTH MARK.
 JB1770'
 JB1770'REFERENCE MARK 4 IS 3 FEET SOUTH OF A WITNESS POST AND 3 FEET
 JB1770'SOUTHWEST OF A 4 INCH ELM
 JB1770'TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 JB1770'STAMPED HOLTZHAUSEN 2 NO 4 1960.
 JB1770'
 JB1770'REFERENCE MARK 5 IS 116 FEET SOUTH OF THE WITNESS POST AND 115 FEET
 JB1770'SOUTH OF THE 4 INCH ELM
 JB1770'TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JB1770'HOLTZHAUSEN 2 NO 5 1960.
 JB1770'
 JB1770'THE AZIMUTH MARK IS 4 FEET SOUTHWEST OF A LONE WILD CHERRY TREE AND 2
 JB1770'FEET SOUTH OF A WITNESS
 JB1770'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 JB1770'IS STAMPED HOLTZHAUSEN 2 1960.
 JB1770'
 JB1770'HOLTZHAUSEN 1883 IS THE APEX OF AN EARTHENWARE PYRAMID 40 INCHES
 JB1770'BELOW THE SURFACE OF
 JB1770'THE GROUND.  IT IS 335 FEET NORTHWEST OF THE LONE WILD
 JB1770'CHERRY TREE AND THE WITNESS
 JB1770'POST AND 257 FEET NORTHEAST OF THE 4 INCH
 JB1770'ELM TREE AND THE WITNESS POST.
 JB1770'
 JB1770'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1770
 JB1770                          STATION RECOVERY (1976)
 JB1770
 JB1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 JB1770'THE UNDERGROUND STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK
 JB1770'WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK AND
 JB1770'REFERENCE MARK 5 ARE PRESUMED DESTROYED BY FARMING OPERATIONS.
 JB1770'HOLDING THE UNDERGROUND POINT, A NEW SURFACE AND UNDERGROUND
 JB1770'STATION MARK WERE ESTABLISHED AT THIS TIME.  THE DISTANCE TO
 JB1770'REFERENCE MARK 4 COMPARED FAVORABLY WITH THE 1962 OBSERVATIONS.
 JB1770'HOWEVER, A DIFFERENCE OF 1 DEGREE, 1 MINUTE AND 13.7
 JB1770'SECONDS SMALLER WAS NOTED AZIMUTH MARK WAS NOTED AND VIRIFIED.
 JB1770'REFERENCE MARK 6 WAS ESTABLISHED AT THIS TIME.
 JB1770'PERMISSION NOT GRANTED BY PROPERTY
 JB1770'OWNER TO RECOVER HOLTZHAUSEN 1883.  THE PARTY WAS INFORMED BY
 JB1770'THE PROPERTY OWNER THAT THE STATION, REFERENCE MARKS AND
 JB1770'AZIMUTH MARK WILL HAVE TO BE MOVED IN THE PROPERTY OWNER EXPRESSED
 JB1770'THE DESIRE TO HAVE THE STATION MOVED AFTER CLEARING OPERATIONS.
 JB1770'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 JB1770'
 JB1770'STATION IS ABOUT 3-1/2 MILES EAST-SOUTHEAST OF FARINA, 4-3/4 MILES
 JB1770'SOUTHEAST OF INTERSTATE HIGHWAY 57, 6 MILES SOUTH-SOUTHWEST OF
 JB1770'EDGEWOOD, ON PROPERTY OF F.H. HOLTZHAUSEN, ROUTE 37 NORTH, SALEM,
 JB1770'ILL.  PHONE 618-548-1428.
 JB1770'
 JB1770'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 185
 JB1770'IN FARINA, GO SOUTHEAST ACROSS RAILROAD TRACKS, FOR 0.05 MILE TO A
 JB1770'SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTHWEST ON STREET THAT
 JB1770'PARALLELS TRACKS FOR 0.2 MILE TO A SIDE STREET LEFT.  TURN LEFT
 JB1770'AND GO SOUTHEAST FOR 0.3 MILE TO A REVERSE FORK RIGHT.  BEAR LEFT
 JB1770'AND GO EAST AND SOUTHEAST ON A PAVED ROAD FOR 2.85 MILES TO AN
 JB1770'OFFSET CROSSROAD.  CONTINUE SOUTHEAST ON THE PAVED ROAD FOR
 JB1770'1.55 MILES TO THE TOP OF A GRADE AND A TRACK FIELD ROAD ON THE
 JB1770'LEFT.  TURN LEFT AND FOLLOW THE FIELD ROAD EAST AND NORTHEAST FOR
 JB1770'0.5 MILE TO THE TOP OF A RISE AND A LARGE LONE MAPLE TREE ON THE
 JB1770'RIGHT.  BEAR RIGHT AND FOLLOW THE FIELD ROAD NORTHEASTERLY FOR
 JB1770'0.05 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 JB1770'FROM THE STATION, GO EASTERLY, ON FIELD ROAD FOR 0.1 MILE TO A WILD
 JB1770'CHERRY TREE AND THE MARK.
 JB1770'
 JB1770'STATION MARKS ARE STANDARD DISKS, STAMPED HOLTZHAUSEN 2 1960 1976.
 JB1770'SURFACE MARK IS SET IN THE TOP OF AN 18-INCH CYLINDRICAL CONCRETE
 JB1770'MONUMENT THAT IS 22 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 JB1770'13 FEET SOUTH OF THE FIELD ROAD, 48.2 FEET SOUTHWEST OF A SMALL
 JB1770'ELM TREE AND 49.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 JB1770'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 JB1770'CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 JB1770'
 JB1770'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HOLTZHAUSEN 2 NO 4 1960,
 JB1770'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JB1770'3 INCHES ABOVE THE GROUND.  IT IS 1.6 FEET SOUTHWEST OF THE ELM
 JB1770'TREE, 3 FEET SOUTH OF THE METAL WITNESS POST, 16 FEET NORTH OF THE
 JB1770'APPROXIMATE CENTER OF THE TRACK ROAD AND ABOUT 2 FEET HIGHER THAN
 JB1770'THE STATION.
 JB1770'
 JB1770'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED HOLTZHAUSEN 2 1960 NO
 JB1770'6 1976, SET IN THE TOP OF A 16-INCH CYLINDRICAL CONCRETE MONUMENT
 JB1770'THAT PROJECTS 2 INCHES.  IT IS 3 FEET SOUTH OF A METAL WITNESS
 JB1770'POST, 7.5 FEET NORTHEAST OF THE LONE MAPLE TREE, 26 FEET SOUTH OF
 JB1770'THE CENTER OF THE TRACK ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 JB1770'
 JB1770'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOLTZHAUSEN 2 1960, SET IN
 JB1770'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 JB1770'INCHES ABOVE THE GROUND.  IT IS 1.5 FEET SOUTHWEST OF A WITNESS
 JB1770'POST AND 4 FEET SOUTHWEST OF THE WILD CHERRY TREE.
 JB1770'
 JB1770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 JB1770'EAST-SOUTHEAST OF FARINA.
 JB1770'
 JB1770'HEIGHT OF LIGHT ABOVE STATION MARK 102.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1773 ***********************************************************************
 JB1773  DESIGNATION -  HOLTZHAUSEN 2 AZ MK 1976
 JB1773  PID         -  JB1773
 JB1773  STATE/COUNTY-  IL/CLAY
 JB1773  USGS QUAD   -  OSKALOOSA (1985)
 JB1773
 JB1773                         *CURRENT SURVEY CONTROL
 JB1773  ___________________________________________________________________
 JB1773* NAD 83(1997)-  38 48 00.33742(N)    088 41 34.81826(W)     ADJUSTED  
 JB1773* NAVD 88     -       188.7    (meters)     619.     (feet)  VERTCON   
 JB1773  ___________________________________________________________________
 JB1773  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 JB1773  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JB1773
 JB1773  HORZ ORDER  -  SECOND
 JB1773
 JB1773.The horizontal coordinates were established by classical geodetic methods
 JB1773.and adjusted by the National Geodetic Survey in October 1999..
 JB1773
 JB1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1773
 JB1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1773
 JB1773.The geoid height was determined by GEOID03.
 JB1773
 JB1773;                    North         East     Units Scale Factor Converg.
 JB1773;SPC IL E     -   236,847.737   268,756.185   MT  0.99998702   -0 13 31.3
 JB1773;SPC IL E     -   777,057.95    881,744.25   sFT  0.99998702   -0 13 31.3
 JB1773;UTM  16      - 4,295,954.395   352,983.455   MT  0.99986616   -1 03 39.7
 JB1773
 JB1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1773!SPC IL E     -   0.99997532  x   0.99998702  =   0.99996234
 JB1773!UTM  16      -   0.99997532  x   0.99986616  =   0.99984148
 JB1773
 JB1773|---------------------------------------------------------------------|
 JB1773| PID    Reference Object                     Distance      Geod. Az  |
 JB1773|                                                           dddmmss.s |
 JB1773| JB1772 HOLTZHAUSEN 2 AZ A PT                 9.152 METERS 22248     |
 JB1773| JB1770 HOLTZHAUSEN 2                       155.621 METERS 26313     |
 JB1773|---------------------------------------------------------------------|
 JB1773
 JB1773                          SUPERSEDED SURVEY CONTROL
 JB1773
 JB1773  NAD 83(1986)-  38 48 00.35152(N)    088 41 34.81344(W) AD(       ) 2
 JB1773  NAD 27      -  38 48 00.18405(N)    088 41 34.62694(W) AD(       ) 2
 JB1773  NGVD 29 (07/19/86)  188.8    (m)          619.     (f) VERT ANG       
 JB1773
 JB1773.Superseded values are not recommended for survey control.
 JB1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1773.See file dsdata.txt to determine how the superseded data were derived.
 JB1773
 JB1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5298395954(NAD 83)
 JB1773_MARKER: DZ = AZIMUTH MARK DISK
 JB1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1773_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1773+STABILITY: SURFACE MOTION
 JB1773
 JB1773  HISTORY     - Date     Condition        Report By
 JB1773  HISTORY     - 1976     MONUMENTED       NGS
 JB1773
 JB1773                          STATION DESCRIPTION
 JB1773
 JB1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 JB1773'STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF FARINA, 4-3/4
 JB1773'MILES SOUTHEAST OF INTERSTATE HIGHWAY 57, 6 MILES
 JB1773'SOUTH-SOUTHWEST OF EDGEWOOD, ON PROPERTY OF F.H. HOLTZHAUSEN,
 JB1773'ROUTH 37 NORTH, SALEM, ILL.  PHONE 618-548-1428.
 JB1773'
 JB1773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37
 JB1773'AND 185 IN FARINA, GO SOUTHEAST ACROSS THE RAILROAD TRACKS, FOR
 JB1773'0.05 MILE TO A SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTHWEST
 JB1773'ON STREET THAT PARALLELS TRACKS FOR 0.2 MILE TO A SIDE STREET
 JB1773'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.3 MILE TO A REVERSE
 JB1773'FORK RIGHT.  BEAR LEFT AND GO EAST AND SOUTHEAST ON A PAVED
 JB1773'ROAD FOR 2.85 MILES TO AN OFFSET CROSSROAD.  CONTINUE SOUTHEAST
 JB1773'ON THE PAVED ROAD FOR 1.55 MILES TO THE TOP OF A GRADE AND A
 JB1773'TRACK FIELD ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE FIELD
 JB1773'ROAD EAST AND NORTHEAST FOR 0.5 MILE TO THE TOP OF A RISE
 JB1773'AND A LARGE LONE MAPLE TREE ON THE RIGHT.  BEAR RIGHT AND
 JB1773'FOLLOW THE FIELD ROAD NORTHEASTERLY FOR 0.05 MILE TO
 JB1773'HOLTZHAUSEN 2 1960 ON THE RIGHT.  CONTINUE EASTERLY ON A FIELD
 JB1773'ROAD, FOR 0.1 MILE TO THE STATION NEAR A WILD CHERRY TREE.
 JB1773'
 JB1773'STATION MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HOLTZHAUSEN
 JB1773'2 1960, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JB1773'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1.5 FEET SOUTHWEST
 JB1773'OF A WITNESS POST AND 4 FEET SOUTHWEST OF THE WILD CHERRY TREE.
 JB1773'
 JB1773'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2027 ***********************************************************************
 LC2027  DESIGNATION -  HOME
 LC2027  PID         -  LC2027
 LC2027  STATE/COUNTY-  IL/PEORIA
 LC2027  USGS QUAD   -  PEORIA WEST (1996)
 LC2027
 LC2027                         *CURRENT SURVEY CONTROL
 LC2027  ___________________________________________________________________
 LC2027* NAD 83(1997)-  40 41 32.25135(N)    089 41 45.49632(W)     ADJUSTED  
 LC2027* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 LC2027  ___________________________________________________________________
 LC2027  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 LC2027  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LC2027
 LC2027  HORZ ORDER  -  FIRST
 LC2027
 LC2027.The horizontal coordinates were established by classical geodetic methods
 LC2027.and adjusted by the National Geodetic Survey in October 1999..
 LC2027
 LC2027.The orthometric height was scaled from a topographic map.
 LC2027
 LC2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2027
 LC2027.The geoid height was determined by GEOID03.
 LC2027
 LC2027;                    North         East     Units Scale Factor Converg.
 LC2027;SPC IL W     -   446,962.826   739,783.379   MT  0.99996065   +0 18 24.8
 LC2027;SPC IL W     - 1,466,410.54  2,427,105.97   sFT  0.99996065   +0 18 24.8
 LC2027;UTM  16      - 4,508,095.170   272,200.760   MT  1.00023877   -1 45 30.7
 LC2027
 LC2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2027!SPC IL W     -   0.99997115  x   0.99996065  =   0.99993180
 LC2027!UTM  16      -   0.99997115  x   1.00023877  =   1.00020991
 LC2027
 LC2027:                Primary Azimuth Mark                     Grid Az
 LC2027:SPC IL W     -  HOME AZ MK                               018 03 33.5
 LC2027:UTM  16      -  HOME AZ MK                               020 07 29.0
 LC2027
 LC2027|---------------------------------------------------------------------|
 LC2027| PID    Reference Object                     Distance      Geod. Az  |
 LC2027|                                                           dddmmss.s |
 LC2027| CI7540 HOME AZ MK                                         0182158.3 |
 LC2027| CI7541 HOME RM 1                            28.788 METERS 08902     |
 LC2027| LC2024 PEORIA COUNTY HOME STACK            APPROX. 0.8 KM 2590438.0 |
 LC2027| LC2021 PEORIA COUNTY HOME TANK             APPROX. 0.8 KM 2650938.8 |
 LC2027| CI7542 HOME RM 2                            28.557 METERS 26954     |
 LC2027|---------------------------------------------------------------------|
 LC2027
 LC2027                          SUPERSEDED SURVEY CONTROL
 LC2027
 LC2027  NAD 83(1986)-  40 41 32.26131(N)    089 41 45.49731(W) AD(       ) 1
 LC2027  NAD 27      -  40 41 32.12642(N)    089 41 45.12147(W) AD(       ) 1
 LC2027
 LC2027.Superseded values are not recommended for survey control.
 LC2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2027.See file dsdata.txt to determine how the superseded data were derived.
 LC2027
 LC2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7220108095(NAD 83)
 LC2027_MARKER: DS = TRIANGULATION STATION DISK
 LC2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC2027
 LC2027  HISTORY     - Date     Condition        Report By
 LC2027  HISTORY     - 1935     MONUMENTED       CGS
 LC2027  HISTORY     - 1948     GOOD             CGS
 LC2027  HISTORY     - 19990305 MARK NOT FOUND   USPSQD
 LC2027
 LC2027                          STATION DESCRIPTION
 LC2027
 LC2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2027'STATION IS ABOUT 6 MILES W OF PEORIA, ABOUT 10 MILES NE OF
 LC2027'GLASFORD, IN NW 1/4 SEC. 10, T 8 N, R 7 E, ON GROUNDS OF
 LC2027'THE PEORIA COUNTY HOME, ABOUT 0.3 MILE E OF THE WATER TANK
 LC2027'AND MAIN BUILDING OF THE COUNTY HOME, ABOUT 200 YARDS W OF
 LC2027'THE N-S GRAVEL ROAD THAT BORDERS THE COUNTY HOME GROUNDS ON
 LC2027'THE E, ABOUT 300 YARDS NW OF THE SMALL, LONE, WHITE MASONRY
 LC2027'BUILDING THAT STANDS IN FIELD JUST W OF THE GRAVEL ROAD, 1
 LC2027'FOOT S OF AN E-W WIRE FENCE THAT SEPARATES TWO CULTIVATED
 LC2027'FIELDS, 7 FEET N OF CENTER LINE OF THE LANE THAT LEADS FROM
 LC2027'GRAVEL ROAD TO THE COUNTY HOME.  MARK PROJECTING 4
 LC2027'INCHES.
 LC2027'
 LC2027'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC2027'BRONZE DISKS SET IN CONCRETE.
 LC2027'
 LC2027'REFERENCE MARK NO. 1 IS E OF STATION, 1 FOOT S OF AN E-W
 LC2027'WIRE FENCE, 7 FEET N OF CENTER LINE OF THE LANE.  PROJECTING
 LC2027'4 INCHES.
 LC2027'
 LC2027'REFERENCE MARK NO. 2 IS W OF STATION, 1 FOOT S OF THE WIRE
 LC2027'FENCE, 7 FEET N OF CENTER LINE OF THE LANE, 188.14 FEET W OF
 LC2027'REFERENCE MARK NO. 1.  MARK PROJECTING 4 INCHES.
 LC2027'
 LC2027'AZIMUTH MARK IS NNE OF STATION, 30 FEET W OF CENTER LINE OF
 LC2027'THE N-S GRAVEL ROAD, 1 FOOT W OF THE RIGHT-OF-WAY FENCE, 15
 LC2027'FEET S OF THE NE CORNER POST, ABOUT 0.2 MILE S OF U.S. HIGHWAY
 LC2027'124.  PROJECTING 5 INCHES.
 LC2027'
 LC2027'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 124 AND STATE
 LC2027'HIGHWAY 88 AT THE W END OF MAIN STREET IN PEORIA, FOLLOW
 LC2027'U.S. HIGHWAY 124 WESTERLY 5.8 MILES TO SIGN, COUNTY HOME 1
 LC2027'MILE, THENCE S ON GRAVEL ROAD 0.45 MILE TO WIRE GATE AT ENTRANCE
 LC2027'TO LANE, THENCE W ON LANE ABOUT 200 YARDS TO THE STATION.
 LC2027'
 LC2027'A 77 FOOT TOWER WAS BUILT BUT A 60 FOOT TOWER WOULD HAVE
 LC2027'CLEARED ALL LINES.
 LC2027
 LC2027                          STATION RECOVERY (1948)
 LC2027
 LC2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WTJ)
 LC2027'RECOVERED AS DESCRIBED.
 LC2027
 LC2027                          STATION RECOVERY (1999)
 LC2027
 LC2027'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC2027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3000 ***********************************************************************
 ME3000  DESIGNATION -  HOMER
 ME3000  PID         -  ME3000
 ME3000  STATE/COUNTY-  IL/WILL
 ME3000  USGS QUAD   -  MOKENA (1993)
 ME3000
 ME3000                         *CURRENT SURVEY CONTROL
 ME3000  ___________________________________________________________________
 ME3000* NAD 83(1997)-  41 35 45.09408(N)    087 58 41.14685(W)     ADJUSTED  
 ME3000* NAVD 88     -       243.     (meters)     797.     (feet)  SCALED    
 ME3000  ___________________________________________________________________
 ME3000  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 ME3000  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 ME3000
 ME3000  HORZ ORDER  -  SECOND
 ME3000
 ME3000.The horizontal coordinates were established by classical geodetic methods
 ME3000.and adjusted by the National Geodetic Survey in October 1999..
 ME3000
 ME3000.The orthometric height was scaled from a topographic map.
 ME3000
 ME3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3000
 ME3000.The geoid height was determined by GEOID03.
 ME3000
 ME3000;                    North         East     Units Scale Factor Converg.
 ME3000;SPC IL E     -   547,277.052   329,616.429   MT  0.99998579   +0 14 09.0
 ME3000;SPC IL E     - 1,795,524.79  1,081,416.57   sFT  0.99998579   +0 14 09.0
 ME3000;UTM  16      - 4,605,368.474   418,485.387   MT  0.99968177   -0 38 57.7
 ME3000
 ME3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3000!SPC IL E     -   0.99996711  x   0.99998579  =   0.99995290
 ME3000!UTM  16      -   0.99996711  x   0.99968177  =   0.99964889
 ME3000
 ME3000:                Primary Azimuth Mark                     Grid Az
 ME3000:SPC IL E     -  ARGONNE FOREST USFP TANK                 024 40 15.9
 ME3000:UTM  16      -  ARGONNE FOREST USFP TANK                 025 33 22.6
 ME3000
 ME3000|---------------------------------------------------------------------|
 ME3000| PID    Reference Object                     Distance      Geod. Az  |
 ME3000|                                                           dddmmss.s |
 ME3000| ME3006 ARGONNE FOREST USFP TANK            APPROX.13.0 KM 0245424.9 |
 ME3000| ME3009 KENNEDY SCHOOL FOR CHILDREN TK      APPROX.10.6 KM 0400443.0 |
 ME3000| CM3686 HOMER AZ MK                                        0481350.2 |
 ME3000| ME3001 GOODINGS GROVE MICROWAVE            APPROX. 4.6 KM 0612902.5 |
 ME3000| CM3689 HOMER RM 3                           50.277 METERS 06443     |
 ME3000| CM3687 HOMER RM 1                           26.525 METERS 08510     |
 ME3000| ME2994 CHICAGO RAD STA WLS MAST            APPROX.11.7 KM 1122600.9 |
 ME3000| ME3003 MOKENA MUNICIPAL TANK               APPROX.10.5 KM 1314309.4 |
 ME3000| CM3688 HOMER RM 2                           27.630 METERS 18256     |
 ME3000| MF1343 JOLIET ILL ST PENITENTIARY STK      APPROX.10.0 KM 2590456.3 |
 ME3000| MF1338 JOLIET ILL ST PENITENTIARY TK       APPROX.10.1 KM 2590904.1 |
 ME3000| MF1336 JOLIET RAD STA KSB 230 MAST         APPROX. 8.8 KM 2601205.4 |
 ME3000| MF1337 LOCKPORT ST DENNIS CATH CH          APPROX. 6.7 KM 2601752.4 |
 ME3000| MF1335 AIRPORT BCN LEWIS LOCKPORT APT      APPROX. 8.7 KM 2780450.9 |
 ME3000| MF1344 TEXAS CO LOCKPORT FLARE PIPE        APPROX. 7.0 KM 2813517.5 |
 ME3000| MF1325 ROMEOVILLE PUB SERV CO S STK        APPROX. 8.2 KM 3005534.1 |
 ME3000| MF1327 LEMONT MICROWAVE KSA 79 TOWER       APPROX. 7.7 KM 3353500.7 |
 ME3000| ME3004 ARGONNE NATL LAB LARGER W TK        APPROX.12.8 KM 3552935.5 |
 ME3000| ME3156 DOWNERS GROVE RAD WCFL E MST        APPROX.24.7 KM 3581552.7 |
 ME3000|---------------------------------------------------------------------|
 ME3000
 ME3000                          SUPERSEDED SURVEY CONTROL
 ME3000
 ME3000  NAD 83(1997)-  41 35 45.09423(N)    087 58 41.14748(W) AD(       ) 2
 ME3000  NAD 83(1997)-  41 35 45.09690(N)    087 58 41.15412(W) AD(       ) 2
 ME3000  NAD 83(1986)-  41 35 45.09691(N)    087 58 41.15411(W) AD(       ) 2
 ME3000  NAD 27      -  41 35 44.98500(N)    087 58 40.95100(W) AD(       ) 2
 ME3000
 ME3000.Superseded values are not recommended for survey control.
 ME3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3000.See file dsdata.txt to determine how the superseded data were derived.
 ME3000
 ME3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1848505368(NAD 83)
 ME3000_MARKER: DS = TRIANGULATION STATION DISK
 ME3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3000
 ME3000  HISTORY     - Date     Condition        Report By
 ME3000  HISTORY     - 1956     MONUMENTED       CGS
 ME3000  HISTORY     - 1963     GOOD             LOCSUR
 ME3000  HISTORY     - 1964     GOOD             CGS
 ME3000  HISTORY     - 1967     GOOD             CGS
 ME3000
 ME3000                          STATION DESCRIPTION
 ME3000
 ME3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3000'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF LOCKPORT, ON THE
 ME3000'EAST SIDE OF A NORTH-SOUTH GRAVELED ROAD
 ME3000'AND ON PROPERTY OF HOMER TOWNSHIP.  IT IS 90 FEET NORTHWEST OF THE
 ME3000'NORTHWEST CORNER OF HOMER TOWN
 ME3000'HALL, 52 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 ME3000'GRAVELED ROAD AND 23 FEET EAST OF A WHITE WITNESS
 ME3000'POST.  THE MARK IS FLUSH AND THE DISK
 ME3000'IS STAMPED HOMER 1956.
 ME3000'
 ME3000'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4A AND 7,
 ME3000'WHICH IS STATE AND NINTH
 ME3000'STREETS IN LOCKPORT, GO EAST ON STATE HIGHWAY 7 FOR 4.35 MILES TO TOP
 ME3000'OF GRADE AND A GRAVELED
 ME3000'CROSSROAD*.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.2 MILE
 ME3000'TO THE HOMER TOWN HALL ON THE EAST SIDE
 ME3000'AND THE STATION AS DESCRIBED.
 ME3000'
 ME3000'REFERENCE MARK 1 IS 88-1/2 FEET NORTH OF THE NORTHEAST CORNER OF
 ME3000'HOMER TOWN HALL, SET ON THE SOUTH
 ME3000'EDGE OF A CULTIVATED FIELD AND ON ABOUT THE SAME ELEVATION AS THE
 ME3000'STATION MARK.  THE MARK IS FLUSH
 ME3000'AND THE DISK IS STAMPED HOMER NO 1 1956.
 ME3000'
 ME3000'REFERENCE MARK 2 IS 44 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 ME3000'GRAVELED ROAD, 40 FEET WEST
 ME3000'OF THE NORTHWEST CORNER OF HOMER TOWN HALL AND 27 FEET NORTHEAST OF A
 ME3000'POWER LINE POLE.  THE MARK IS
 ME3000'FLUSH AND THE DISK IS STAMPED HOMER NO 2 1956.
 ME3000'THE AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTER
 ME3000'OF STATE HIGHWAY 7, 2-1/2 FEET WEST
 ME3000'OF A WHITE WITNESS POST, 2 FEET NORTHWEST OF A FENCE CORNER AND 1
 ME3000'FOOT NORTH OF A RIGHT-OF-WAY POST.  THE
 ME3000'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HOMER 1956.
 ME3000'
 ME3000'*TO REACH THE AZIMUTH MARK FROM THE GRAVELED CROSSROAD MENTIONED
 ME3000'ABOVE, CONTINUE EAST ON STATE
 ME3000'HIGHWAY 7 FOR 0.2 MILE TO THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 ME3000'
 ME3000'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 ME3000
 ME3000                          STATION RECOVERY (1963)
 ME3000
 ME3000'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963 (HB)
 ME3000'RECOVERED BY SPRINGFIELD DIVISION HIGHWAY
 ME3000'
 ME3000'STATION, RM 2 AND AZIMUTH MARK, WERE RECOVERED IN GOOD CONDITION.  RM
 ME3000'1 HAS BEEN DESTROYED.
 ME3000'
 ME3000'HOMER SCHOOL IS ON LINE BETWEEN STATION AND AZIMUTH MARK.
 ME3000
 ME3000                          STATION RECOVERY (1964)
 ME3000
 ME3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 ME3000'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 ME3000'GOOD CONDITION EXCEPT REFERENCE
 ME3000'MARK NO. 1 WHICH HAD BEEN DESTROYED.  A NEW SCHOOLHOUSE HAS BEEN
 ME3000'BUILT ON LINE BETWEEN THE STATION
 ME3000'AND THE AZIMUTH MARK AND THE LINE OF SIGHT BETWEEN THE TWO
 ME3000'MARKS IS OBSTRUCTED.  THE AZIMUTH MARK WAS
 ME3000'LEFT IN PLACE.  REFERENCE MARK NO. 3 WAS
 ME3000'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 ME3000'
 ME3000'STATION IS LOCATED ABOUT 4 AND 1/2 MILES EAST OF LOCKPORT ON THE EAST
 ME3000'SIDE OF A NORTH-SOUTH ROAD
 ME3000'IN THE NORTH CENTRAL PART OF SEC. 21,T 36 N., R 11 E. ON PROPERTY OF
 ME3000'HOMER TOWNSHIP, 264 FEET
 ME3000'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF HOMER GRADE SCHOOL,
 ME3000'133 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 ME3000'CORNER OF THE SAME BRICK SCHOOL, 183 FEET EAST-NORTHEAST
 ME3000'OF THE NORTHEAST CORNER OF THE HOMER FIRE STATION, 89.5
 ME3000'FEET NORTH-NORTHWEST OF
 ME3000'THE NORTHWEST CORNER OF HOMER TOWN HALL, 55 FEET SOUTH OF THE CENTER
 ME3000'OF THE SOUTH DRIVEWAY TO THE
 ME3000'SCHOOL, AND 47 FEET EAST OF THE CENTERLINE OF HARD-SURFACED ROAD.
 ME3000'THE MARK IS FLUSH WITH THE SURFACE
 ME3000'OF THE GROUND AND THE DISK IS STAMPED HOMER 1956.  THE
 ME3000'MARKS ARE DESCRIBED.
 ME3000'
 ME3000'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4A AND 7
 ME3000'WHICH IS STATE AND NINTH
 ME3000'STREETS IN LOCKPORT, GO EAST ON STATE HIGHWAY 7 FOR 4.5 MILES TO
 ME3000'GRAVEL CROSSROADS.  (THIS
 ME3000'X-ROAD IS 5.5 MILES EAST OF THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 ME3000'HIGHWAY 7,) TURN RIGHT AND GO SOUTH
 ME3000'ON HARD-SURFACED ROAD FOR 0.25 MILE TO THE HOMER
 ME3000'GRADE SCHOOL 33C AND TOWN HALL ON THE LEFT AND THE
 ME3000'FIRE STATION ON THE RIGHT AND THE
 ME3000'STATION ON THE LEFT AS DESCRIBED.
 ME3000'
 ME3000'REFERENCE MARK NO. 2 IS 90.65 FEET SOUTH OF THE STATION, 40 FEET WEST
 ME3000'OF THE NORTHWEST CORNER
 ME3000'OF HOMER TOWN HALL, AND 22 FEET NORTH OF A TELEPHONE POLE.  THE MARK
 ME3000'IS FLUSH WITH THE SURFACE OF THE
 ME3000'GROUND AND THE DISK IS STAMPED HOMER NO 2 1956.
 ME3000'
 ME3000'REFERENCE MARK NO. 3 IS 164.95 FEET EAST-NORTHEAST OF THE STATION
 ME3000'SET IN A DRILL HOLE IN THE SOUTHEAST
 ME3000'CORNER OF CONCRETE PATIO FOR THE SOUTH ENTRANCE TO HOMER GRADE
 ME3000'SCHOOL 33C, AND 3 FEET SOUTH OF
 ME3000'DOORS.  THE MARK IS STAMPED HOMER NO 3 1956.
 ME3000'
 ME3000'AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 7, 2
 ME3000'1/2 FEET WEST OF A WHITE
 ME3000'WITNESS POST, 2 FEET NORTHWEST OF A FENCE CORNER, AND 1 FOOT NORTH
 ME3000'OF A RIGHT-OF-WAY POST.  THE MARK
 ME3000'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 ME3000'HOMER 1956.
 ME3000'
 ME3000'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HARD SURFACED
 ME3000'ROAD FOR 0.25 MILE TO STATE
 ME3000'HIGHWAY 7.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 7 FOR 0.2 MILE
 ME3000'TO THE AZIMUTH MARK ON THE RIGHT OR
 ME3000'SOUTH SIDE OF THE HIGHWAY AS DESCRIBED.
 ME3000'
 ME3000'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME3000
 ME3000                          STATION RECOVERY (1967)
 ME3000
 ME3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME3000'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 AND THE
 ME3000'AZIMUTH MARK WERE
 ME3000'FOUND IN GOOD CONDITION.  THE LAST RECOVERY NOTE ON
 ME3000'THIS STATION WAS NOT AVAILABLE AT
 ME3000'THIS TIME TO CHECK FURTHER.  THE AZIMUTH
 ME3000'MARK IS OBSTRUCTED BY THE SCHOOL.
 ME3000'
 ME3000'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES EAST OF
 ME3000'LOCKPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2937 ***********************************************************************
 ME2937  DESIGNATION -  HOMEWOOD MUNICIPAL TANK
 ME2937  PID         -  ME2937
 ME2937  STATE/COUNTY-  IL/COOK
 ME2937  USGS QUAD   -  HARVEY (1993)
 ME2937
 ME2937                         *CURRENT SURVEY CONTROL
 ME2937  ___________________________________________________________________
 ME2937* NAD 83(1997)-  41 33 46.99213(N)    087 39 58.02149(W)     ADJUSTED  
 ME2937* NAVD 88     -                                                        
 ME2937  ___________________________________________________________________
 ME2937  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 ME2937  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME2937
 ME2937  HORZ ORDER  -  THIRD
 ME2937
 ME2937.The horizontal coordinates were established by classical geodetic methods
 ME2937.and adjusted by the National Geodetic Survey in October 1999..
 ME2937
 ME2937
 ME2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2937
 ME2937.The geoid height was determined by GEOID03.
 ME2937
 ME2937;                    North         East     Units Scale Factor Converg.
 ME2937;SPC IL E     -   543,787.574   355,654.692   MT  1.00001310   +0 26 33.6
 ME2937;SPC IL E     - 1,784,076.40  1,166,843.77   sFT  1.00001310   +0 26 33.6
 ME2937;UTM  16      - 4,601,478.601   444,457.831   MT  0.99963796   -0 26 31.0
 ME2937
 ME2937                          SUPERSEDED SURVEY CONTROL
 ME2937
 ME2937  NAD 83(1997)-  41 33 46.99218(N)    087 39 58.02163(W) AD(       ) 4
 ME2937  NAD 83(1997)-  41 33 46.99669(N)    087 39 58.02861(W) AD(       ) 4
 ME2937  NAD 83(1986)-  41 33 46.99666(N)    087 39 58.02860(W) AD(       ) 4
 ME2937  NAD 27      -  41 33 46.87197(N)    087 39 57.86106(W) AD(       ) 3
 ME2937
 ME2937.Superseded values are not recommended for survey control.
 ME2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2937.See file dsdata.txt to determine how the superseded data were derived.
 ME2937
 ME2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4445801479(NAD 83)
 ME2937_MARKER: 53 = ELEVATED TANK
 ME2937
 ME2937  HISTORY     - Date     Condition        Report By
 ME2937  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2937  HISTORY     - 19880912 GOOD             USPSQD
 ME2937
 ME2937                          STATION DESCRIPTION
 ME2937
 ME2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2937'THE STATION IS THE FLASHING RED LIGHT AT THE CENTER OF THE
 ME2937'TOP OF A LARGE
 ME2937'BLACK STEEL WATER TANK ABOUT 125 FEET HIGH.  THE TANK IS LOCATED ON
 ME2937'THE NORTH SIDE OF THE CITY HALL
 ME2937'IN HOMEWOOD AND IS THE LARGER OF TWO TANKS LOCATED
 ME2937'THERE.  THE LEGEND HOMEWOOD IS PAINTED IN LARGE
 ME2937'WHITE LETTERS ON THE WEST AND EAST SIDES
 ME2937'OF THE TANK.
 ME2937
 ME2937                          STATION RECOVERY (1988)
 ME2937
 ME2937'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME2937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2942 ***********************************************************************
 ME2942  DESIGNATION -  HOMEWOOD RAD STA KSA 716 MAST
 ME2942  PID         -  ME2942
 ME2942  STATE/COUNTY-  IL/COOK
 ME2942  USGS QUAD   -  HARVEY (1993)
 ME2942
 ME2942                         *CURRENT SURVEY CONTROL
 ME2942  ___________________________________________________________________
 ME2942* NAD 83(1997)-  41 33 41.82481(N)    087 38 45.23396(W)     ADJUSTED  
 ME2942* NAVD 88     -                                                        
 ME2942  ___________________________________________________________________
 ME2942  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 ME2942  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME2942
 ME2942  HORZ ORDER  -  THIRD
 ME2942
 ME2942.The horizontal coordinates were established by classical geodetic methods
 ME2942.and adjusted by the National Geodetic Survey in October 1999..
 ME2942
 ME2942
 ME2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2942
 ME2942.The geoid height was determined by GEOID03.
 ME2942
 ME2942;                    North         East     Units Scale Factor Converg.
 ME2942;SPC IL E     -   543,641.386   357,342.484   MT  1.00001545   +0 27 21.9
 ME2942;SPC IL E     - 1,783,596.78  1,172,381.13   sFT  1.00001545   +0 27 21.9
 ME2942;UTM  16      - 4,601,306.438   446,142.528   MT  0.99963569   -0 25 42.7
 ME2942
 ME2942                          SUPERSEDED SURVEY CONTROL
 ME2942
 ME2942  NAD 83(1997)-  41 33 41.82483(N)    087 38 45.23403(W) AD(       ) 4
 ME2942  NAD 83(1997)-  41 33 41.82947(N)    087 38 45.24112(W) AD(       ) 4
 ME2942  NAD 83(1986)-  41 33 41.82948(N)    087 38 45.24108(W) AD(       ) 4
 ME2942  NAD 27      -  41 33 41.70574(N)    087 38 45.07869(W) AD(       ) 3
 ME2942
 ME2942.Superseded values are not recommended for survey control.
 ME2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2942.See file dsdata.txt to determine how the superseded data were derived.
 ME2942
 ME2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4614301306(NAD 83)
 ME2942_MARKER: 42 = RADIO/TV MAST
 ME2942
 ME2942  HISTORY     - Date     Condition        Report By
 ME2942  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2942  HISTORY     - 19880912 GOOD             USPSQD
 ME2942
 ME2942                          STATION DESCRIPTION
 ME2942
 ME2942'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2942'STATION IS THE LIGHT ATOP THE COOK COUNTY SHERIFFS DISTRICT
 ME2942'NO. 3 RADIO MAST,
 ME2942'LOCATED AT 1154 RIDGE ROAD NEAR HOMEWOOD, ILLINOIS.  IT IS A STEEL
 ME2942'TOWER ABOUT 350 FEET HIGH PAINTED IN
 ME2942'ALTERNATE RED AND WHITE SECTIONS.
 ME2942
 ME2942                          STATION RECOVERY (1988)
 ME2942
 ME2942'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME2942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2936 ***********************************************************************
 ME2936  DESIGNATION -  HOMEWOOD ST JOHNS EV LUTH CH
 ME2936  PID         -  ME2936
 ME2936  STATE/COUNTY-  IL/COOK
 ME2936  USGS QUAD   -  HARVEY (1993)
 ME2936
 ME2936                         *CURRENT SURVEY CONTROL
 ME2936  ___________________________________________________________________
 ME2936* NAD 83(1997)-  41 33 23.87060(N)    087 43 16.86402(W)     ADJUSTED  
 ME2936* NAVD 88     -                                                        
 ME2936  ___________________________________________________________________
 ME2936  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ME2936  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 ME2936
 ME2936  HORZ ORDER  -  THIRD
 ME2936
 ME2936.The horizontal coordinates were established by classical geodetic methods
 ME2936.and adjusted by the National Geodetic Survey in October 1999..
 ME2936
 ME2936
 ME2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2936
 ME2936.The geoid height was determined by GEOID03.
 ME2936
 ME2936;                    North         East     Units Scale Factor Converg.
 ME2936;SPC IL E     -   543,040.134   351,052.473   MT  1.00000706   +0 24 21.5
 ME2936;SPC IL E     - 1,781,624.17  1,151,744.66   sFT  1.00000706   +0 24 21.5
 ME2936;UTM  16      - 4,600,802.547   439,846.322   MT  0.99964453   -0 28 42.7
 ME2936
 ME2936                          SUPERSEDED SURVEY CONTROL
 ME2936
 ME2936  NAD 83(1997)-  41 33 23.87064(N)    087 43 16.86412(W) AD(       ) 4
 ME2936  NAD 83(1997)-  41 33 23.87480(N)    087 43 16.87124(W) AD(       ) 4
 ME2936  NAD 83(1986)-  41 33 23.87476(N)    087 43 16.87113(W) AD(       ) 4
 ME2936  NAD 27      -  41 33 23.75239(N)    087 43 16.69904(W) AD(       ) 3
 ME2936
 ME2936.Superseded values are not recommended for survey control.
 ME2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2936.See file dsdata.txt to determine how the superseded data were derived.
 ME2936
 ME2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3984600803(NAD 83)
 ME2936_MARKER: 90 = CHURCH SPIRE
 ME2936
 ME2936  HISTORY     - Date     Condition        Report By
 ME2936  HISTORY     - 1959     FIRST OBSERVED   CGS
 ME2936  HISTORY     - 1989     GOOD             USPSQD
 ME2936
 ME2936                          STATION DESCRIPTION
 ME2936
 ME2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2936'THE STATION IS LOCATED ABOUT 2 MILES WEST OF HOMEWOOD, 0.6 MILE EAST
 ME2936'OF STATE HIGHWAY 50 AND IS
 ME2936'ON THE SOUTH SIDE OF 183RD STREET.
 ME2936'
 ME2936'THE STATION IS A GRAY SPIRE LOCATED ON THE NORTH END OF A LARGE GRAY
 ME2936'STONE CHURCH.
 ME2936'
 ME2936'THE POINT INTERSECTED WAS THE CROSS ON TOP OF SPIRE.
 ME2936'
 ME2936'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND 183RD
 ME2936'STREET, GO EAST ON 183 RD
 ME2936'STREET FOR 0.6 MILE TO THE STATION ON RIGHT AS DESCRIBED.
 ME2936
 ME2936                          STATION RECOVERY (1989)
 ME2936
 ME2936'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 ME2936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2079 ***********************************************************************
 JA2079  DESIGNATION -  HONEY CREEK RESET
 JA2079  PID         -  JA2079
 JA2079  STATE/COUNTY-  IL/CRAWFORD
 JA2079  USGS QUAD   -  FLAT ROCK (1964)
 JA2079
 JA2079                         *CURRENT SURVEY CONTROL
 JA2079  ___________________________________________________________________
 JA2079* NAD 83(1997)-  38 55 28.80739(N)    087 42 37.02774(W)     ADJUSTED  
 JA2079* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 JA2079  ___________________________________________________________________
 JA2079  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 JA2079  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JA2079
 JA2079  HORZ ORDER  -  FIRST
 JA2079
 JA2079.The horizontal coordinates were established by classical geodetic methods
 JA2079.and adjusted by the National Geodetic Survey in October 1999..
 JA2079
 JA2079.The orthometric height was scaled from a topographic map.
 JA2079
 JA2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2079
 JA2079.The geoid height was determined by GEOID03.
 JA2079
 JA2079;                    North         East     Units Scale Factor Converg.
 JA2079;SPC IL E     -   250,799.940   354,028.455   MT  1.00001093   +0 23 29.3
 JA2079;SPC IL E     -   822,832.80  1,161,508.36   sFT  1.00001093   +0 23 29.3
 JA2079;UTM  16      - 4,308,656.834   438,429.634   MT  0.99964668   -0 26 46.6
 JA2079
 JA2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2079!SPC IL E     -   0.99997456  x   1.00001093  =   0.99998549
 JA2079!UTM  16      -   0.99997456  x   0.99964668  =   0.99962125
 JA2079
 JA2079|---------------------------------------------------------------------|
 JA2079| PID    Reference Object                     Distance      Geod. Az  |
 JA2079|                                                           dddmmss.s |
 JA2079| CG8039 HONEY CREEK RM 4                     39.391 METERS 00051     |
 JA2079| CG8037 HONEY CREEK AZ MK 2                                0520905.5 |
 JA2079| JA1962 CARLISLE MUNICIPAL TANK             APPROX.27.0 KM 0811912.6 |
 JA2079| JA1961 CARLISLE                            APPROX.26.4 KM 0814502.2 |
 JA2079| CG8038 HONEY CREEK RM                        9.782 METERS 28115     |
 JA2079|---------------------------------------------------------------------|
 JA2079
 JA2079                          SUPERSEDED SURVEY CONTROL
 JA2079
 JA2079  NAD 83(1997)-  38 55 28.80763(N)    087 42 37.02704(W) AD(       ) 1
 JA2079  NAD 83(1986)-  38 55 28.81591(N)    087 42 37.02447(W) AD(       ) 1
 JA2079  NAD 27      -  38 55 28.65644(N)    087 42 36.92388(W) AD(       ) 1
 JA2079
 JA2079.Superseded values are not recommended for survey control.
 JA2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2079.See file dsdata.txt to determine how the superseded data were derived.
 JA2079
 JA2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ3843008657(NAD 83)
 JA2079_MARKER: DS = TRIANGULATION STATION DISK
 JA2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2079_MARK LOGO: CGS   
 JA2079_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA2079+STABILITY: SURFACE MOTION
 JA2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA2079+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1999
 JA2079
 JA2079  HISTORY     - Date     Condition        Report By
 JA2079  HISTORY     - 1884     MONUMENTED       CGS
 JA2079  HISTORY     - 1937     GOOD             CGS
 JA2079  HISTORY     - 1968     SEE DESCRIPTION  CGS
 JA2079  HISTORY     - 1970     GOOD             MGA
 JA2079  HISTORY     - 1979     GOOD             NGS
 JA2079  HISTORY     - 19790615 SEE DESCRIPTION  NGS
 JA2079  HISTORY     - 19990504 GOOD             CMT
 JA2079
 JA2079                          STATION DESCRIPTION
 JA2079
 JA2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (GAF)
 JA2079'IN HONEY CREEK TOWNSHIP, IN AN OPEN FIELD BELONGING TO J W LOVE IN
 JA2079'THE SOUTHWEST CORNER
 JA2079'OF NE 0.25 NW 0.25 NE 0.25 SEC 35, T L N, R 12 W.
 JA2079'THE STATION IS 157.6 METERS SOUTH
 JA2079'OF THE FENCE ALONG THE SOUTH SIDE
 JA2079'OF THE SECTION-LINE ROAD AND IS MARKED BY CROSS IN
 JA2079'THE TOP OF A WHITE
 JA2079'MARBLE POST ABOUT 6 INCHES SQUARE AND 30 INCHES LONG, PROJECTING 4 TO
 JA2079'6 INCHES ABOVE THE
 JA2079'GROUND.  THE LETTERS U S C AND G S ARE INSCRIBED
 JA2079'IN THE FACE OF THE POST.  THE
 JA2079'UNDERGROUND MARK IS THE APEX OF AN
 JA2079'EARTHENWARE PYRAMID ABOUT 6 INCHES ON AN EDGE AND
 JA2079'HAS ON ONE FACE THE
 JA2079'RAISED LETTERS U S C S.  THERE ARE THREE REFERENCE MARKS, WHICH ARE
 JA2079'WHITE MARBLE
 JA2079'POSTS SLIGHTLY SMALLER THAN THE STATION MARK WITH AN
 JA2079'ARROW ON THE TOP POINTING TO
 JA2079'THE STATION.  THE POSTS ARE LOCATED AS
 JA2079'FOLLOWS- IN THE FENCE LINE 157.6 METERS NORTH
 JA2079'FROM THE STATION, 214.2
 JA2079'METERS WEST, AND 264.7 METERS N 54 DEG 15 MIN W.  THE NORTHWEST
 JA2079'CORNER OF THE
 JA2079'SECTION MENTIONED ABOVE IS 616.0 METERS N 74 DEG 10 MIN E.
 JA2079
 JA2079                          STATION RECOVERY (1937)
 JA2079
 JA2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JA2079'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  ONE REFERENCE POST
 JA2079'RECOVERED.
 JA2079'STATION IS DESCRIBED AS FOLLOWS- ABOUT 2.5 MILES WEST AND
 JA2079'2 MILES NORTH OF FLATROCK ON A
 JA2079'PROMINENT HIGH CULTIVATED AREA IN THE
 JA2079'NORTHEAST 0.25 SEC 35, T 6 N, R 12 W ON LAND
 JA2079'OWNED AND OCCUPIED BY LOY RICH.
 JA2079'
 JA2079'STATION IS A 6 INCH SQUARE STONE POST PROJECTING 4 INCHES ABOVE THE
 JA2079'SURFACE, SET OVER
 JA2079'AN EARTHENWARE PYRAMID 30 INCHES BELOW THE SURFACE,
 JA2079'ABOUT 200 YARDS SOUTH OF AN OLD
 JA2079'ABANDONED HOUSE ON THE NORTH SIDE OF
 JA2079'THE ROAD.  ONE OF THE ORIGINAL REFERENCE MARKS
 JA2079'WERE RECOVERED, A
 JA2079'4-INCH SQUARE STONE POST PROJECTING 6 INCHES, IN THE FENCE LINE
 JA2079'ON THE THE
 JA2079'SOUTH SIDE OF THE ROAD, 157.6 METERS (517.03 FEET), 357
 JA2079'DEGREES (MAG.) NORTH.
 JA2079'ONE NEW REFERENCE MARK WAS SET, A STANDARD
 JA2079'REFERENCE DISK IN A CONCRETE CYLINDER 12
 JA2079'INCHES IN DIAMETER, FLUSH,
 JA2079'IN THE FENCE LINE, 9.79 METERS (32.12 FEET) 278 DEG (MAG) WEST.
 JA2079'
 JA2079'TO REACH THE STATION FROM FLATROCK, GO WEST 1 MILE TO THE JUNCTION
 JA2079'WITH PAVED STATE
 JA2079'HIGHWAY 1, JOG TO THE LEFT AND CONTINUE WEST ON A
 JA2079'GRADED ROAD 1.6 MILE TO A T-ROAD,
 JA2079'TURN RIGHT AND GO NORTH 1.8 MILES,
 JA2079'THEN TURN RIGHT AND GO EAST 0.1 MILE TO THE OLD
 JA2079'HOUSE AT THE LEFT AT
 JA2079'THE TOP OF THE DIVIDE.  TURN RIGHT HERE AND GO SOUTH ON A
 JA2079'FIELD-ROAD ABOUT
 JA2079'160 YARDS TO THE HIGHEST POINT OF THE HILL AND THEN STATION TO
 JA2079'THE LEFT.
 JA2079
 JA2079                          STATION RECOVERY (1968)
 JA2079
 JA2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2079'SUB-SURFACE MARK AND THE REFERENCE MARK WERE RECOVERED AND FOUND IN
 JA2079'GOOD CONDITION.
 JA2079'THE SURFACE MARK WAS FOUND LOOSE IN THE GROUND.  A
 JA2079'NEW SURFACE MARK, AZIMUTH MARK AND
 JA2079'REFERENCE MARK 4 WERE ESTABLISHED.
 JA2079'A SLIGHT SHORTER DISTANCE WAS MEASURED TO THE
 JA2079'REFERENCE MARK.  DUE TO
 JA2079'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 JA2079'
 JA2079'STATION IS LOCATED ABOUT 13 MILES NORTH OF LAWRENCEVILLE, 5.5 MILES
 JA2079'SOUTHEAST OF
 JA2079'ROBINSON, 2.5 MILES NORTHWEST OF FLAT ROCK, 1.5 MILES
 JA2079'WEST OF STATE ROUTE 1 AND ON
 JA2079'PROPERTY OF MR LOY RICH.
 JA2079'
 JA2079'TO REACH FORM THE POST OFFICE IN FLATROCK, GO WEST AND SURFACED ROAD
 JA2079'FOR 0.75 MILE TO
 JA2079'THE JUCTION OF STATE HIGHWAY 1.  TURN LEFT AND GO
 JA2079'SOUTH ON STATE HIGHWAY 1 FOR 0.05
 JA2079'MILE TO A SIDE ROAD RIGHT.  TURN
 JA2079'RIGHT AND GO WEST ON SURFACED ROAD FOR 1.55 MILES TO
 JA2079'A SIDE ROAD
 JA2079'RIGHT, TURN RIGHT AND GO NORTH ON SURFACED ROAD FOR 1.60 MILES TO A
 JA2079'SIDE ROAD LEFT.
 JA2079'CONTINUE AHEAD NORTH ON GRAVELED ROAD FOR 0.4 MILES
 JA2079'TO A FIELD ENTRANCE ON RIGHT JUST
 JA2079'BEFORE REACHING A FARM HOUSE ON
 JA2079'LEFT AND STATION 179 YARDS SOUTH OF ROAD AS DESCRIBED.
 JA2079'
 JA2079'ALL SURFACE MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA2079'
 JA2079'STATION MARK, STAMPED HONEY CREEK 1884 1968, IS SET FLUSH.  IT IS 537
 JA2079'FEET SOUTH OF
 JA2079'CENTER OF GRAVELED ROAD, 135 FEET SOUTH OF FENCE AND 32
 JA2079'FEET EAST OF FENCE AND A 13 INCH TREE.  THE
 JA2079'UNDERGROUND MARK IS THE APEX OF AN EARTHENWARE
 JA2079'PYRAMID ABOUT 6 INCHES
 JA2079'SQUARE AND HAS ON ONE FACE THE RAISED LETTERS U S C S.
 JA2079'
 JA2079'RM, STAMPED HONEY CREEK 1884, IS SET FLUSH.  IT IS 9 FEET NORTH OF A
 JA2079'13 INCH TREE AND 1
 JA2079'FOOT WEST OF FENCE LINE.
 JA2079'
 JA2079'RM 4, STAMPED HONEY CREEK 1884 NO 4 1968, PROJECTS ABOUT 1 INCH.  IT
 JA2079'IS 28 FEET EAST OF
 JA2079'FENCE CORNER, 2 FEET EAST OF METAL WITNESS POST
 JA2079'AND 1 FOOT SOUTH OF FENCE.
 JA2079'
 JA2079'AZ MK, STAMPED HONEY CREEK 1884 1968, PROJECTS ABUT 2 INCHES.  IT IS
 JA2079'40 FEET EAST OF
 JA2079'FENCE CORNER, 24.6 FEET SOUTH OF CENTER OF ROAD, 2.5
 JA2079'FEET SOUTHWEST OF WITNESS POST, 2
 JA2079'FEET SOUTH OF FENCE AND 1.8 FEET
 JA2079'NORTH OF POWER POLE.
 JA2079'
 JA2079'TO REACH THE AZ MK FROM THE FARM HOUSE MENTIONED IN THE TO REACH, GO
 JA2079'EAST ON GRAVELED
 JA2079'ROAD 0.1 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 JA2079'
 JA2079'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JA2079
 JA2079                          STATION RECOVERY (1970)
 JA2079
 JA2079'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1970 (JR)
 JA2079'HONEY CREEK 1884 1968 RECOVERED GOOD.
 JA2079'
 JA2079'HONEY CREEK NO. 4 1884-1968 RECOVERED GOOD.
 JA2079'
 JA2079'AZ. MARK HONEY CREEK 1884-1968 RECOVERED GOOD.
 JA2079
 JA2079                          STATION RECOVERY (1979)
 JA2079
 JA2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JA2079'THE STATION MARK WAS FOUND IN GOOD CONDITION BUT IN THE WAY OF FARM
 JA2079'OPERATIONS AND WAS DESTROYED AFTER A NEW STATION---HONEY CREEK 2
 JA2079'1979---WAS ESTABLISHED.  THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION
 JA2079'AND USED WITH THE NEW STATION.  THE REFERENCE MARKS WERE NOT FOUND AND
 JA2079'ASSUMED DESTROYED.
 JA2079
 JA2079                          STATION RECOVERY (1979)
 JA2079
 JA2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JA2079'THE STATION MARK WAS FOUND IN GOOD CONDITION BUT IN THE WAY OF FARM
 JA2079'OPERATIONS AND WAS DESTROYED AFTER A NEW STATION---HONEY CREEK 2
 JA2079'1979---WAS ESTABLISHED.  THE AZ MK WAS FOUND IN GOOD CONDITION AND
 JA2079'USED WITH THE NEW STATION.  THE R MS WERE NOT FOUND AND ASSUMED
 JA2079'DESTROYED.
 JA2079
 JA2079                          STATION RECOVERY (1999)
 JA2079
 JA2079'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 1999 (KWS)
 JA2079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2261 ***********************************************************************
 LB2261  DESIGNATION -  HOOP
 LB2261  PID         -  LB2261
 LB2261  STATE/COUNTY-  IL/VERMILION
 LB2261  USGS QUAD   -  HOOPESTON (1964)
 LB2261
 LB2261                         *CURRENT SURVEY CONTROL
 LB2261  ___________________________________________________________________
 LB2261* NAD 83(1997)-  40 28 29.14710(N)    087 41 16.19408(W)     ADJUSTED  
 LB2261* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LB2261  ___________________________________________________________________
 LB2261  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LB2261  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LB2261
 LB2261  HORZ ORDER  -  SECOND
 LB2261
 LB2261.The horizontal coordinates were established by classical geodetic methods
 LB2261.and adjusted by the National Geodetic Survey in October 1999..
 LB2261
 LB2261.The orthometric height was scaled from a topographic map.
 LB2261
 LB2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2261
 LB2261.The geoid height was determined by GEOID03.
 LB2261
 LB2261;                    North         East     Units Scale Factor Converg.
 LB2261;SPC IL E     -   422,916.458   354,737.046   MT  1.00001187   +0 25 08.5
 LB2261;SPC IL E     - 1,387,518.41  1,163,833.13   sFT  1.00001187   +0 25 08.5
 LB2261;UTM  16      - 4,480,680.621   441,695.310   MT  0.99964184   -0 26 47.4
 LB2261
 LB2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2261!SPC IL E     -   0.99996924  x   1.00001187  =   0.99998111
 LB2261!UTM  16      -   0.99996924  x   0.99964184  =   0.99961109
 LB2261
 LB2261|---------------------------------------------------------------------|
 LB2261| PID    Reference Object                     Distance      Geod. Az  |
 LB2261|                                                           dddmmss.s |
 LB2261| CM3691 HOOP RM 1                            24.159 METERS 00735     |
 LB2261| LB2260 HOOPESTON MUNICIPAL TANK            APPROX. 1.3 KM 1315936.6 |
 LB2261| CM3692 HOOP RM 2                            29.497 METERS 13922     |
 LB2261| CM3690 HOOP AZ MK                                         3551044.3 |
 LB2261|---------------------------------------------------------------------|
 LB2261
 LB2261                          SUPERSEDED SURVEY CONTROL
 LB2261
 LB2261  NAD 83(1997)-  40 28 29.14719(N)    087 41 16.19489(W) AD(       ) 2
 LB2261  NAD 83(1986)-  40 28 29.15591(N)    087 41 16.20109(W) AD(       ) 2
 LB2261  NAD 27      -  40 28 29.02170(N)    087 41 16.11570(W) AD(       ) 2
 LB2261
 LB2261.Superseded values are not recommended for survey control.
 LB2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2261.See file dsdata.txt to determine how the superseded data were derived.
 LB2261
 LB2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4169580681(NAD 83)
 LB2261_MARKER: DS = TRIANGULATION STATION DISK
 LB2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2261
 LB2261  HISTORY     - Date     Condition        Report By
 LB2261  HISTORY     - 1955     MONUMENTED       CGS
 LB2261
 LB2261                          STATION DESCRIPTION
 LB2261
 LB2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2261'STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF HOOPESTON ON THE EAST
 LB2261'SIDE OF STATE HIGHWAY 1 AND ON HIGHWAY PROPERTY.  IT IS 98 FEET
 LB2261'NORTH OF THE CENTER OF GRAVELED DRIVE-WAY, 52 FEET EAST OF THE
 LB2261'CENTER OF STATE HIGHWAY 1, 44 FEET NORTHWEST OF A TELEPHONE POLE
 LB2261'AND 13 FEET WEST OF FENCE LINE AND WHITE WITNESS POST.  THE MARK
 LB2261'PROJECTS 2 INCHES AND THE DISK IS STAMPED HOOP 1955.
 LB2261'
 LB2261'REFERENCE MARK NO. 1 IS 64 FEET EAST OF THE CENTER OF STATE HIGHWAY
 LB2261'1, 5 FEET EAST OF A TELEPHONE POLE AND 1 FOOT WEST OF FENCE LINE.
 LB2261'THE MARK IS FLUSH AND THE DISK IS STAMPED HOOP NO 1 1955.
 LB2261'
 LB2261'REFERENCE MARK NO. 2 IS 47 FEET EAST OF FENCE CORNER, 13 FEET NORTH
 LB2261'OF THE CENTER OF DRIVEWAY AND 1 FOOT SOUTH OF FENCE LINE.  THE MARK
 LB2261'IS FLUSH AND THE DISK IS STAMPED HOOP NO 2 1955.
 LB2261'
 LB2261'THE AZIMUTH MARK IS 50 FEET WEST OF THE CENTER OF STATE HIGHWAY 1,
 LB2261'22 FEET SOUTH OF TELEPHONE POLE, 1 FOOT EAST OF FENCE LINE AND 1
 LB2261'FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 LB2261'IS STAMPED HOOP 1955.
 LB2261'
 LB2261'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 9 IN
 LB2261'THE SOUTHWEST EDGE OF HOOPESTON, GO NORTH ON STATE HIGHWAY 1 FOR 1.1
 LB2261'MILES TO TOP OF GRADE AND STATION ON THE EAST SIDE AS DESCRIBED.
 LB2261'
 LB2261'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY FOR
 LB2261'0.4 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 LB2261'
 LB2261'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1877 ***********************************************************************
 LB1877  DESIGNATION -  HOOPESTON
 LB1877  PID         -  LB1877
 LB1877  STATE/COUNTY-  IL/VERMILION
 LB1877  USGS QUAD   -  HOOPESTON (1964)
 LB1877
 LB1877                         *CURRENT SURVEY CONTROL
 LB1877  ___________________________________________________________________
 LB1877* NAD 83(1997)-  40 27 58.53433(N)    087 39 26.78509(W)     ADJUSTED  
 LB1877* NAVD 88     -       225.934  (meters)     741.25   (feet)  ADJUSTED  
 LB1877  ___________________________________________________________________
 LB1877  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LB1877  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LB1877  DYNAMIC HT  -         225.824 (meters)     740.89  (feet)  COMP
 LB1877  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 LB1877
 LB1877  HORZ ORDER  -  SECOND
 LB1877  VERT ORDER  -  SECOND    CLASS 0
 LB1877
 LB1877.The horizontal coordinates were established by classical geodetic methods
 LB1877.and adjusted by the National Geodetic Survey in October 1999..
 LB1877
 LB1877.The orthometric height was determined by differential leveling
 LB1877.and adjusted by the National Geodetic Survey in June 1991..
 LB1877
 LB1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB1877
 LB1877.The geoid height was determined by GEOID03.
 LB1877
 LB1877.The dynamic height is computed by dividing the NAVD 88
 LB1877.geopotential number by the normal gravity value computed on the
 LB1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1877.degrees latitude (g = 980.6199 gals.).
 LB1877
 LB1877.The modeled gravity was interpolated from observed gravity values.
 LB1877
 LB1877;                    North         East     Units Scale Factor Converg.
 LB1877;SPC IL E     -   421,991.497   357,321.414   MT  1.00001543   +0 26 19.2
 LB1877;SPC IL E     - 1,384,483.77  1,172,312.01   sFT  1.00001543   +0 26 19.2
 LB1877;UTM  16      - 4,479,717.092   444,264.453   MT  0.99963824   -0 25 36.1
 LB1877
 LB1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB1877!SPC IL E     -   0.99996972  x   1.00001543  =   0.99998515
 LB1877!UTM  16      -   0.99996972  x   0.99963824  =   0.99960797
 LB1877
 LB1877|---------------------------------------------------------------------|
 LB1877| PID    Reference Object                     Distance      Geod. Az  |
 LB1877|                                                           dddmmss.s |
 LB1877| LB1878 HOOPESTON RM 1                       76.337 METERS 07305     |
 LB1877| CM3693 HOOPESTON AZ MK                                    1774421.5 |
 LB1877| CM3694 HOOPESTON RM 2                       36.692 METERS 17752     |
 LB1877| LB2259 ROSSVILLE MUNICIPAL STANDPIPE       APPROX. 9.6 KM 1830546.0 |
 LB1877| LB2257 HOOPESTON SPRAGUE SELLS STK         APPROX. 1.3 KM 2654637.8 |
 LB1877| LB2255 HOOPESTON AMERICAN CAN CO TANK      APPROX. 1.6 KM 2752437.5 |
 LB1877|---------------------------------------------------------------------|
 LB1877
 LB1877                          SUPERSEDED SURVEY CONTROL
 LB1877
 LB1877  NAD 83(1997)-  40 27 58.53437(N)    087 39 26.78559(W) AD(       ) 2
 LB1877  NAD 83(1986)-  40 27 58.54261(N)    087 39 26.79236(W) AD(       ) 2
 LB1877  NAD 27      -  40 27 58.41550(N)    087 39 26.71060(W) AD(       ) 2
 LB1877  NGVD 29 (??/??/92)  225.98   (m)          741.4    (f) COMPUTED    2 0
 LB1877
 LB1877.Superseded values are not recommended for survey control.
 LB1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1877.See file dsdata.txt to determine how the superseded data were derived.
 LB1877
 LB1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4426479717(NAD 83)
 LB1877_MARKER: DS = TRIANGULATION STATION DISK
 LB1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1877_STAMPING: HOOPESTON 1934
 LB1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1877+STABILITY: SURFACE MOTION
 LB1877
 LB1877  HISTORY     - Date     Condition        Report By
 LB1877  HISTORY     - 1934     MONUMENTED       CGS
 LB1877  HISTORY     - 1934     GOOD             CGS
 LB1877  HISTORY     - 1946     GOOD             CGS
 LB1877  HISTORY     - 1958     GOOD             CGS
 LB1877  HISTORY     - 1963     MARK NOT FOUND   USGS
 LB1877
 LB1877                          STATION DESCRIPTION
 LB1877
 LB1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 LB1877'AT THE SOUTHEAST EDGE OF HOOPESTON, AT THE EAST END OF PENN STREET
 LB1877'AND THE NORTH END OF EUCLID AVENUE, 8 FEET SOUTH OF THE CURBING LINE
 LB1877'ON THE SOUTH SIDE OF PENN STREET, 29 FEET EAST OF THE CENTER LINE
 LB1877'OF EUCLID AVENUE, 1 FOOT WEST OF THE FENCE LINE OF THE NORTH
 LB1877'CANNING CO. FARM, 17 FEET SOUTH OF THE SOUTH GATE POST, AND
 LB1877'PROJECTS 1 INCH.
 LB1877'
 LB1877'TO REACH FROM POST OFFICE IN HOOPESTON, GO EAST ON PENN STREET, 0.6
 LB1877'MILE TO THE EAST END OF THE TOWN, TO STATION ON THE EAST SIDE OF
 LB1877'EUCLID AVENUE.
 LB1877'
 LB1877'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LB1877'DISKS SET IN CONCRETE AS DESCRIBED.
 LB1877'
 LB1877'REFERENCE MARK NO.1 IS EAST-NORTHEAST OF THE STATION, 2 FEET SOUTH OF
 LB1877'A FENCE, 10 FEET WEST OF A CORNER POST, ON THE NORTH END OF A
 LB1877'CULTIVATED FIELD, AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS
 LB1877'SOUTH OF THE STATION, 1-1/2 FEET WEST OF A FENCE LINE, 25 FEET
 LB1877'EAST OF CENTER LINE OF EUCLID AVENUE, 304.35 FEET SOUTHWEST OF
 LB1877'REFERENCE MARK NO.1, AND PROJECTS 2 INCHES.
 LB1877'
 LB1877'AZIMUTH MARK IS SOUTH OF THE STATION, 36 FEET EAST OF THE CENTER LINE
 LB1877'OF EUCLID AVENUE, 3 FEET WEST OF A FENCE LINE, 14 FEET SOUTH OF A
 LB1877'GATE POST, AND PROJECTS 4 INCHES.
 LB1877'
 LB1877'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 LB1877
 LB1877                          STATION RECOVERY (1934)
 LB1877
 LB1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 LB1877'AT HOOPESTON.
 LB1877'AT HOOPESTON, VERMILION COUNTY, 0.8 MILE EAST OF THE NEW YORK,
 LB1877'CHICAGO AND ST. LOUIS RAILROAD STATION, NEAR THE EAST END OF PENN
 LB1877'STREET, 25 FEET EAST OF THE CENTERLINE OF EUCLID STREET, 39 FEET
 LB1877'SOUTH OF A CURB, 15 FEET SOUTH OF THE CENTER OF A GATE, AND 1 FOOT
 LB1877'WEST OF A FENCE.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 LB1877'HOOPESTON 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LB1877
 LB1877                          STATION RECOVERY (1946)
 LB1877
 LB1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBP)
 LB1877'ALL MARKS WERE FOUND AT THIS STATION AS DESCRIBED, THE ORIGINAL
 LB1877'DESCRIPTION IS ADEQUATE FOR REACHING STATION.
 LB1877
 LB1877                          STATION RECOVERY (1958)
 LB1877
 LB1877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 LB1877'THE STATION IS AT THE EAST EDGE OF THE TOWN OF HOOPESTON, AT THE
 LB1877'INTERSECTION OF E. PENN STREET AND THE NORTH END OF EUCLID AVENUE,
 LB1877'ABOUT 300 FEET WEST OF THE EAST END OF E. PENN STREET, 130.4 FEET
 LB1877'WEST NORTHWEST OF NORTHWEST CORNER OF ATTACHED GARAGE OF NEW
 LB1877'HOUSE, 117.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF WEST END OF
 LB1877'HOUSE, 68.7 FEET WEST OF THE EXTENDED LINE OF THE WEST STONE WALL
 LB1877'OF HOUSE, 43.0 FEET SOUTH OF EAST END OF STONE CURB ON NORTH SIDE
 LB1877'OF E. PENN STREET, 45.9 FEET EAST OF THE WEST STONE CURB OF
 LB1877'EUCLID AVENUE, 29.0 FEET EAST OF CENTER LINE OF EUCLID AVENUE, 27.0
 LB1877'FEET SOUTH OF THE CENTER OF E. PENN STREET, THE MARK WILL
 LB1877'PROBABLY BE ABOUT 6 INCHES UNDERGROUND WHEN YARD IS FINISHED, THE
 LB1877'DISK IS STAMPED HOOPESTON 1934.  THE STATION MARK WAS LOWERED
 LB1877'IN 1958 AT ITS ORIGINAL CENTER.
 LB1877'
 LB1877'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 LB1877'SET IN CONCRETE AS DESCRIBED.
 LB1877'
 LB1877'REFERENCE MARK NO 1 IS EAST NORTHEAST OF THE STATION, 250.45 FEET,
 LB1877'IN THE FRONT YARD OF THE LAST HOUSE ON EAST END OF EAST PENN STREET,
 LB1877'10 FEET WEST OF A FENCE LINE, AND 28 FEET NORTH OF THE CENTER OF E.
 LB1877'PENN ST., STAMPED HOOPESTON NO 1 1934.
 LB1877'
 LB1877'REFERENCE MARK NO. 2 IS 120.3 FEET SOUTH OF THE STATION, IN THE FRONT
 LB1877'YARD OF NEW HOUSE AT THE SOUTHEAST ANGLE OF INTERSECTION OF E. PENN
 LB1877'ST. AND EUCLID AVE., 62.05 FEET WEST AND 1.5 FEET SOUTH OF THE
 LB1877'SOUTHWEST CORNER OF THE WEST WING OF HOUSE, 66.85 FEET SOUTHWEST
 LB1877'OF THE NORTHWEST CORNER OF WEST WING OF HOUSE, 85.7 FEET NORTH OF
 LB1877'POWER POLE AT SOUTHWEST CORNER OF YARD, 27.1 FEET EAST OF THE
 LB1877'CENTER LINE OF EUCLID AVENUE, 36.5 FEET SOUTH OF THE CENTER OF A
 LB1877'WATER METER, MARK MAY BE ABOUT 6 INCHES UNDERGROUND WHEN YARD IS
 LB1877'FINISHED, THE DISK IS STAMPED HOOPESTON NO 2 1934, IT WAS LOWERED
 LB1877'AT ITS ORIGIONAL CENTER IN 1958.
 LB1877'
 LB1877'THE AZIMUTH MARK WAS PROJECTING 14 INCHES, IT WAS LOWERED AT ITS
 LB1877'ORIGIONAL CENTER IN 1958, IT IS IN THE FRONT YARD OF 706 EUCLID
 LB1877'AVENUE, 38.8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE, 53.6
 LB1877'FEET NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 33.5 FEET EAST OF
 LB1877'THE CENTER OF EUCLID AVENUE, 4.2 FEET NORTHWEST OF WATER METER BOX,
 LB1877'IN THE TOP OF A CONCRETE POST, THE DISK IS STAMPED HOOPESTON 1934 AND
 LB1877'IS ABOUT 2 INCHES UNDERGROUND.
 LB1877'
 LB1877'TO REACH THE STATION FROM THE POST OFFICE IN HOOPESTON, GO EAST ON E.
 LB1877'PENN STREET FOR 0.6 MILE TO THE INTERSECTION OF EUCLID AVENUE AND
 LB1877'STATION AS DESCRIBED.
 LB1877'
 LB1877'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTH ON EUCLID AVENUE FOR
 LB1877'0.4 MILE TO THE MARK ON EAST SIDE OF STREET AS DESCRIBED.
 LB1877
 LB1877                          STATION RECOVERY (1963)
 LB1877
 LB1877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LB1877'STATION WAS NOT RECOVERED.  MARK IS PROBABLY UNDERGROUND.  SITE WAS
 LB1877'VISITED AND FOUND TO BE IN A PRIVATE LAWN.  NO ATTEMPT WAS MADE TO
 LB1877'RECOVER.
 LB1877'
 LB1877'RM 1 WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2255 ***********************************************************************
 LB2255  DESIGNATION -  HOOPESTON AMERICAN CAN CO TANK
 LB2255  PID         -  LB2255
 LB2255  STATE/COUNTY-  IL/VERMILION
 LB2255  USGS QUAD   -  HOOPESTON (1964)
 LB2255
 LB2255                         *CURRENT SURVEY CONTROL
 LB2255  ___________________________________________________________________
 LB2255* NAD 83(1997)-  40 28 03.26976(N)    087 40 32.32197(W)     ADJUSTED  
 LB2255* NAVD 88     -                                                        
 LB2255  ___________________________________________________________________
 LB2255  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LB2255  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LB2255
 LB2255  HORZ ORDER  -  THIRD
 LB2255
 LB2255.The horizontal coordinates were established by classical geodetic methods
 LB2255.and adjusted by the National Geodetic Survey in October 1999..
 LB2255
 LB2255
 LB2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2255
 LB2255.The geoid height was determined by GEOID03.
 LB2255
 LB2255;                    North         East     Units Scale Factor Converg.
 LB2255;SPC IL E     -   422,125.899   355,776.404   MT  1.00001328   +0 25 36.7
 LB2255;SPC IL E     - 1,384,924.72  1,167,243.09   sFT  1.00001328   +0 25 36.7
 LB2255;UTM  16      - 4,479,874.754   442,722.227   MT  0.99964038   -0 26 18.7
 LB2255
 LB2255                          SUPERSEDED SURVEY CONTROL
 LB2255
 LB2255  NAD 83(1997)-  40 28 03.26981(N)    087 40 32.32256(W) AD(       ) 4
 LB2255  NAD 83(1986)-  40 28 03.27812(N)    087 40 32.32923(W) AD(       ) 4
 LB2255  NAD 27      -  40 28 03.15200(N)    087 40 32.24500(W) AD(       ) 3
 LB2255
 LB2255.Superseded values are not recommended for survey control.
 LB2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2255.See file dsdata.txt to determine how the superseded data were derived.
 LB2255
 LB2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4272279875(NAD 83)
 LB2255_MARKER: 51 = TANK
 LB2255
 LB2255  HISTORY     - Date     Condition        Report By
 LB2255  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2255
 LB2255                          STATION DESCRIPTION
 LB2255
 LB2255'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1875 ***********************************************************************
 LB1875  DESIGNATION -  HOOPESTON BM
 LB1875  PID         -  LB1875
 LB1875  STATE/COUNTY-  IL/VERMILION
 LB1875  USGS QUAD   -  HOOPESTON (1964)
 LB1875
 LB1875                         *CURRENT SURVEY CONTROL
 LB1875  ___________________________________________________________________
 LB1875* NAD 83(1986)-  40 27 54.     (N)    087 41 07.     (W)     SCALED    
 LB1875* NAVD 88     -       217.053  (meters)     712.11   (feet)  ADJUSTED  
 LB1875  ___________________________________________________________________
 LB1875  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LB1875  DYNAMIC HT  -         216.948 (meters)     711.77  (feet)  COMP
 LB1875  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 LB1875
 LB1875  VERT ORDER  -  SECOND    CLASS 0
 LB1875
 LB1875.The horizontal coordinates were scaled from a topographic map and have
 LB1875.an estimated accuracy of +/- 6 seconds.
 LB1875
 LB1875.The orthometric height was determined by differential leveling
 LB1875.and adjusted by the National Geodetic Survey in June 1991..
 LB1875
 LB1875.The geoid height was determined by GEOID03.
 LB1875
 LB1875.The dynamic height is computed by dividing the NAVD 88
 LB1875.geopotential number by the normal gravity value computed on the
 LB1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1875.degrees latitude (g = 980.6199 gals.).
 LB1875
 LB1875.The modeled gravity was interpolated from observed gravity values.
 LB1875
 LB1875;                    North         East    Units  Estimated Accuracy
 LB1875;SPC IL E     -   421,830.      354,960.      MT  (+/- 180 meters Scaled)
 LB1875
 LB1875                          SUPERSEDED SURVEY CONTROL
 LB1875
 LB1875  NGVD 29 (??/??/92)  217.104  (m)          712.28   (f) ADJ UNCH    2 0
 LB1875
 LB1875.Superseded values are not recommended for survey control.
 LB1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1875.See file dsdata.txt to determine how the superseded data were derived.
 LB1875
 LB1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK419795(NAD 83)
 LB1875_MARKER: DB = BENCH MARK DISK
 LB1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1875_STAMPING: HOOPESTON 1934
 LB1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1875+STABILITY: SURFACE MOTION
 LB1875
 LB1875  HISTORY     - Date     Condition        Report By
 LB1875  HISTORY     - 1934     MONUMENTED       CGS
 LB1875
 LB1875                          STATION DESCRIPTION
 LB1875
 LB1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1875'AT HOOPESTON.
 LB1875'AT HOOPESTON, VERMILION COUNTY, TWO BLOCKS SOUTH OF THE NEW YORK
 LB1875'CHICAGO AND ST. LOUIS RAILROAD, AT THE INTERSECTION OF STATE
 LB1875'HIGHWAY 1 AND PENN STREET, AT MC FERRIN PARK, NEAR THE NORTH
 LB1875'ENTRANCE TO THE PARK, 225 FEET SOUTH AND 60 FEET WEST OF THE
 LB1875'CENTER OF THE GATE, 145 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LB1875'OF THE REST-ROOM BUILDING, AND 35 FEET SOUTHEAST OF A 12-FOOT
 LB1875'OVAL FOUNTAIN BASE.  A STANDARD DISK, STAMPED HOOPESTON 1934 AND
 LB1875'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2260 ***********************************************************************
 LB2260  DESIGNATION -  HOOPESTON MUNICIPAL TANK
 LB2260  PID         -  LB2260
 LB2260  STATE/COUNTY-  IL/VERMILION
 LB2260  USGS QUAD   -  HOOPESTON (1964)
 LB2260
 LB2260                         *CURRENT SURVEY CONTROL
 LB2260  ___________________________________________________________________
 LB2260* NAD 83(1997)-  40 28 00.53423(N)    087 40 34.57994(W)     ADJUSTED  
 LB2260* NAVD 88     -                                                        
 LB2260  ___________________________________________________________________
 LB2260  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LB2260  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LB2260
 LB2260  HORZ ORDER  -  THIRD
 LB2260
 LB2260.The horizontal coordinates were established by classical geodetic methods
 LB2260.and adjusted by the National Geodetic Survey in October 1999..
 LB2260
 LB2260
 LB2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2260
 LB2260.The geoid height was determined by GEOID03.
 LB2260
 LB2260;                    North         East     Units Scale Factor Converg.
 LB2260;SPC IL E     -   422,041.126   355,723.840   MT  1.00001321   +0 25 35.2
 LB2260;SPC IL E     - 1,384,646.59  1,167,070.63   sFT  1.00001321   +0 25 35.2
 LB2260;UTM  16      - 4,479,790.815   442,668.409   MT  0.99964046   -0 26 20.1
 LB2260
 LB2260                          SUPERSEDED SURVEY CONTROL
 LB2260
 LB2260  NAD 83(1997)-  40 28 00.53435(N)    087 40 34.58081(W) AD(       ) 4
 LB2260  NAD 83(1986)-  40 28 00.54324(N)    087 40 34.58699(W) AD(       ) 4
 LB2260  NAD 27      -  40 28 00.40900(N)    087 40 34.50300(W) AD(       ) 3
 LB2260
 LB2260.Superseded values are not recommended for survey control.
 LB2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2260.See file dsdata.txt to determine how the superseded data were derived.
 LB2260
 LB2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4266879791(NAD 83)
 LB2260_MARKER: 53 = ELEVATED TANK
 LB2260
 LB2260  HISTORY     - Date     Condition        Report By
 LB2260  HISTORY     - 1955     FIRST OBSERVED   CGS
 LB2260
 LB2260                          STATION DESCRIPTION
 LB2260
 LB2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2260'STATION IS THE RED LIGHT ON A METAL STAFF ATOP THE CENTER OF THE
 LB2260'MUNICIPAL WATER TANK WHICH IS LOCATED JUST WEST OF THE CENTER OF
 LB2260'HOOPESTON, ABOUT 200 FEET SOUTHWEST OF THE INTERSECTION OF S. THIRD
 LB2260'ST. AND W. MAIN ST.
 LB2260'
 LB2260'IT IS A LARGE STEEL TANK WITH AN OVAL BOTTOM, SHORT VERTICAL SIDES
 LB2260'AND AN OVAL TOP, ATOP A SIX LEGGED STEEL STRUCTURE.  THE ENTIRE
 LB2260'STRUCTURE IS PAINTED SILVER AND HAS THE LEGEND HOOPESTON PAINTED IN
 LB2260'BLACK LETTERS ON 4 SIDES OF THE TANK.
 LB2260'
 LB2260'THE HEIGHT OF THE STRUCTURE IS 193 FEET.  HEIGHT DETERMINED BY
 LB2260'INQUIRY AND TRIG LEVELS, RECORDED IN VOL. 7 PAGE 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1878 ***********************************************************************
 LB1878  DESIGNATION -  HOOPESTON RM 1
 LB1878  PID         -  LB1878
 LB1878  STATE/COUNTY-  IL/VERMILION
 LB1878  USGS QUAD   -  HOOPESTON (1964)
 LB1878
 LB1878                         *CURRENT SURVEY CONTROL
 LB1878  ___________________________________________________________________
 LB1878* NAD 83(1986)-  40 27 59.     (N)    087 39 22.     (W)     SCALED    
 LB1878* NAVD 88     -       224.524  (meters)     736.63   (feet)  ADJUSTED  
 LB1878  ___________________________________________________________________
 LB1878  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LB1878  DYNAMIC HT  -         224.414 (meters)     736.26  (feet)  COMP
 LB1878  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 LB1878
 LB1878  VERT ORDER  -  SECOND    CLASS 0
 LB1878
 LB1878.The horizontal coordinates were scaled from a topographic map and have
 LB1878.an estimated accuracy of +/- 6 seconds.
 LB1878
 LB1878.The orthometric height was determined by differential leveling
 LB1878.and adjusted by the National Geodetic Survey in June 1991..
 LB1878
 LB1878.The geoid height was determined by GEOID03.
 LB1878
 LB1878.The dynamic height is computed by dividing the NAVD 88
 LB1878.geopotential number by the normal gravity value computed on the
 LB1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1878.degrees latitude (g = 980.6199 gals.).
 LB1878
 LB1878.The modeled gravity was interpolated from observed gravity values.
 LB1878
 LB1878;                    North         East    Units  Estimated Accuracy
 LB1878;SPC IL E     -   422,010.      357,430.      MT  (+/- 180 meters Scaled)
 LB1878
 LB1878                          SUPERSEDED SURVEY CONTROL
 LB1878
 LB1878  NGVD 29 (??/??/92)  224.574  (m)          736.79   (f) ADJ UNCH    2 0
 LB1878
 LB1878.Superseded values are not recommended for survey control.
 LB1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1878.See file dsdata.txt to determine how the superseded data were derived.
 LB1878
 LB1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK443797(NAD 83)
 LB1878_MARKER: DR = REFERENCE MARK DISK
 LB1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1878_STAMPING: HOOPESTON NO 1 1934
 LB1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1878+STABILITY: SURFACE MOTION
 LB1878
 LB1878  HISTORY     - Date     Condition        Report By
 LB1878  HISTORY     - 1934     MONUMENTED       CGS
 LB1878
 LB1878                          STATION DESCRIPTION
 LB1878
 LB1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1878'AT HOOPESTON.
 LB1878'AT HOOPESTON, VERMILION COUNTY, 0.8 MILE EAST OF THE NEW YORK,
 LB1878'CHICAGO AND ST. LOUIS RAILROAD STATION, NEAR THE END OF PENN
 LB1878'STREET, 250 FEET EAST OF THE CENTERLINE OF EUCLID STREET, 42 FEET
 LB1878'NORTH OF THE EXTENDED CENTERLINE OF PENN STREET, AND 2 FEET SOUTH
 LB1878'AND 8 FEET WEST OF A FENCE CORNER.  A STANDARD REFERENCE-MARK
 LB1878'DISK, STAMPED HOOPESTON NO 1 1934 AND SET IN THE TOP OF A CONCRETE
 LB1878'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2257 ***********************************************************************
 LB2257  DESIGNATION -  HOOPESTON SPRAGUE SELLS STK
 LB2257  PID         -  LB2257
 LB2257  STATE/COUNTY-  IL/VERMILION
 LB2257  USGS QUAD   -  HOOPESTON (1964)
 LB2257
 LB2257                         *CURRENT SURVEY CONTROL
 LB2257  ___________________________________________________________________
 LB2257* NAD 83(1997)-  40 27 55.43152(N)    087 40 21.74166(W)     ADJUSTED  
 LB2257* NAVD 88     -                                                        
 LB2257  ___________________________________________________________________
 LB2257  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LB2257  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LB2257
 LB2257  HORZ ORDER  -  THIRD
 LB2257
 LB2257.The horizontal coordinates were established by classical geodetic methods
 LB2257.and adjusted by the National Geodetic Survey in October 1999..
 LB2257
 LB2257
 LB2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2257
 LB2257.The geoid height was determined by GEOID03.
 LB2257
 LB2257;                    North         East     Units Scale Factor Converg.
 LB2257;SPC IL E     -   421,885.990   356,027.460   MT  1.00001362   +0 25 43.5
 LB2257;SPC IL E     - 1,384,137.62  1,168,066.76   sFT  1.00001362   +0 25 43.5
 LB2257;UTM  16      - 4,479,631.171   442,969.539   MT  0.99964003   -0 26 11.7
 LB2257
 LB2257                          SUPERSEDED SURVEY CONTROL
 LB2257
 LB2257  NAD 83(1997)-  40 27 55.43155(N)    087 40 21.74226(W) AD(       ) 4
 LB2257  NAD 83(1986)-  40 27 55.43987(N)    087 40 21.74866(W) AD(       ) 4
 LB2257  NAD 27      -  40 27 55.30900(N)    087 40 21.66600(W) AD(       ) 3
 LB2257
 LB2257.Superseded values are not recommended for survey control.
 LB2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2257.See file dsdata.txt to determine how the superseded data were derived.
 LB2257
 LB2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4297079631(NAD 83)
 LB2257_MARKER: 63 = STACK
 LB2257
 LB2257  HISTORY     - Date     Condition        Report By
 LB2257  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2257
 LB2257                          STATION DESCRIPTION
 LB2257
 LB2257'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2254 ***********************************************************************
 LB2254  DESIGNATION -  HOOPESTON TANK
 LB2254  PID         -  LB2254
 LB2254  STATE/COUNTY-  IL/VERMILION
 LB2254  USGS QUAD   -  HOOPESTON (1964)
 LB2254
 LB2254                         *CURRENT SURVEY CONTROL
 LB2254  ___________________________________________________________________
 LB2254* NAD 83(1997)-  40 27 41.72226(N)    087 40 11.80916(W)     ADJUSTED  
 LB2254* NAVD 88     -                                                        
 LB2254  ___________________________________________________________________
 LB2254  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LB2254  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LB2254
 LB2254  HORZ ORDER  -  THIRD
 LB2254
 LB2254.The horizontal coordinates were established by classical geodetic methods
 LB2254.and adjusted by the National Geodetic Survey in October 1999..
 LB2254
 LB2254
 LB2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2254
 LB2254.The geoid height was determined by GEOID03.
 LB2254
 LB2254;                    North         East     Units Scale Factor Converg.
 LB2254;SPC IL E     -   421,464.883   356,264.631   MT  1.00001395   +0 25 49.8
 LB2254;SPC IL E     - 1,382,756.04  1,168,844.88   sFT  1.00001395   +0 25 49.8
 LB2254;UTM  16      - 4,479,206.689   443,200.237   MT  0.99963971   -0 26 05.2
 LB2254
 LB2254                          SUPERSEDED SURVEY CONTROL
 LB2254
 LB2254  NAD 83(1997)-  40 27 41.72228(N)    087 40 11.80975(W) AD(       ) 4
 LB2254  NAD 83(1986)-  40 27 41.73076(N)    087 40 11.81586(W) AD(       ) 4
 LB2254  NAD 27      -  40 27 41.60600(N)    087 40 11.72800(W) AD(       ) 3
 LB2254
 LB2254.Superseded values are not recommended for survey control.
 LB2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2254.See file dsdata.txt to determine how the superseded data were derived.
 LB2254
 LB2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4320079207(NAD 83)
 LB2254_MARKER: 51 = TANK
 LB2254
 LB2254  HISTORY     - Date     Condition        Report By
 LB2254  HISTORY     - 1934     FIRST OBSERVED   CGS
 LB2254
 LB2254                          STATION DESCRIPTION
 LB2254
 LB2254'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0935 ***********************************************************************
 HB0935  DESIGNATION -  HOPE RESET
 HB0935  PID         -  HB0935
 HB0935  STATE/COUNTY-  IL/PULASKI
 HB0935  USGS QUAD   -  DONGOLA (1996)
 HB0935
 HB0935                         *CURRENT SURVEY CONTROL
 HB0935  ___________________________________________________________________
 HB0935* NAD 83(1986)-  37 15 14.     (N)    089 08 55.     (W)     SCALED    
 HB0935* NAVD 88     -       128.03   (+/-2cm)     420.0    (feet)  VERTCON   
 HB0935  ___________________________________________________________________
 HB0935  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB0935
 HB0935  VERT ORDER  -  ? (See Below)
 HB0935
 HB0935.The horizontal coordinates were scaled from a topographic map and have
 HB0935.an estimated accuracy of +/- 6 seconds.
 HB0935
 HB0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0935.The vertical order pertains to the NGVD 29 superseded value.
 HB0935
 HB0935.The geoid height was determined by GEOID03.
 HB0935
 HB0935;                    North         East    Units  Estimated Accuracy
 HB0935;SPC IL W     -    65,650.      790,310.      MT  (+/- 180 meters Scaled)
 HB0935
 HB0935                          SUPERSEDED SURVEY CONTROL
 HB0935
 HB0935  NGVD 29 (??/??/??)  127.975  (m)          419.86   (f) ADJUSTED    ?  
 HB0935
 HB0935.Superseded values are not recommended for survey control.
 HB0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0935.See file dsdata.txt to determine how the superseded data were derived.
 HB0935
 HB0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG094252(NAD 83)
 HB0935_MARKER: DS = TRIANGULATION STATION DISK
 HB0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0935_SP_SET: MASS OF CONCRETE
 HB0935_STAMPING: HOPE 1960 1973
 HB0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0935
 HB0935  HISTORY     - Date     Condition        Report By
 HB0935  HISTORY     - 1973     MONUMENTED       NGS
 HB0935
 HB0935                          STATION DESCRIPTION
 HB0935
 HB0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HB0935'2.5 MI SE FROM ULLIN.
 HB0935'0.1 MILE EAST ALONG PAVED ROAD FROM ITS OVERPASS OF INTERSTATE
 HB0935'HIGHWAY 57 ABOUT 1 MILE SOUTHEAST OF ULLIN, THENCE SOUTHERLY ON
 HB0935'FRONTAGE ROAD 1.5 MILES TO THE MARK ON THE LEFT, IN THE SOUTH
 HB0935'EDGE OF A SMALL GARDEN PLOT OWNED BY MR. WILLIAM MODGLIN, 24 FEET
 HB0935'SOUTHEAST OF A POWER POLE, 44 FEET WEST OF A NORTH-SOUTH FENCE,
 HB0935'32 FEET NORTH OF CENTERLINE OF EXISTING ROAD, 75 FEET SOUTHEAST
 HB0935'OF THE SOUTHEAST CORNER OF A HOUSE, SET IN THE TOP OF AN
 HB0935'IRREGULAR MASS OF CONCRETE ABOUT 16 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0936 ***********************************************************************
 HB0936  DESIGNATION -  HOPE RM 3
 HB0936  PID         -  HB0936
 HB0936  STATE/COUNTY-  IL/PULASKI
 HB0936  USGS QUAD   -  DONGOLA (1996)
 HB0936
 HB0936                         *CURRENT SURVEY CONTROL
 HB0936  ___________________________________________________________________
 HB0936* NAD 83(1986)-  37 15 29.     (N)    089 08 40.     (W)     SCALED    
 HB0936* NAVD 88     -       127.98   (+/-2cm)     419.9    (feet)  VERTCON   
 HB0936  ___________________________________________________________________
 HB0936  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HB0936
 HB0936  VERT ORDER  -  ? (See Below)
 HB0936
 HB0936.The horizontal coordinates were scaled from a topographic map and have
 HB0936.an estimated accuracy of +/- 6 seconds.
 HB0936
 HB0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0936.The vertical order pertains to the NGVD 29 superseded value.
 HB0936
 HB0936.The geoid height was determined by GEOID03.
 HB0936
 HB0936;                    North         East    Units  Estimated Accuracy
 HB0936;SPC IL W     -    66,120.      790,680.      MT  (+/- 180 meters Scaled)
 HB0936
 HB0936                          SUPERSEDED SURVEY CONTROL
 HB0936
 HB0936  NGVD 29 (??/??/??)  127.924  (m)          419.70   (f) ADJUSTED    ?  
 HB0936
 HB0936.Superseded values are not recommended for survey control.
 HB0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0936.See file dsdata.txt to determine how the superseded data were derived.
 HB0936
 HB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG098256(NAD 83)
 HB0936_MARKER: DR = REFERENCE MARK DISK
 HB0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0936_STAMPING: HOPE 1960 NO 3 1973
 HB0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0936+STABILITY: SURFACE MOTION
 HB0936
 HB0936  HISTORY     - Date     Condition        Report By
 HB0936  HISTORY     - 1973     MONUMENTED       NGS
 HB0936
 HB0936                          STATION DESCRIPTION
 HB0936
 HB0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HB0936'2.5 MI SE FROM ULLIN.
 HB0936'0.1 MILE EAST ALONG PAVED ROAD FROM ITS OVERPASS OF INTERSTATE
 HB0936'HIGHWAY 57 ABOUT 1 MILE SOUTHEAST OF ULLIN, THENCE SOUTHERLY ON
 HB0936'PAVED FRONTAGE ROAD 1.5 MILES TO THE MARK ON THE LEFT, SET IN A
 HB0936'NORTH-SOUTH FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST,
 HB0936'22 FEET NORTH OF CENTERLINE OF EXISTING ROAD, 66 FEET SOUTHEAST
 HB0936'OF A POWER POLE, 108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HB0936'A HOUSE, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 HB0936'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0937 ***********************************************************************
 HB0937  DESIGNATION -  HOPE RM 4
 HB0937  PID         -  HB0937
 HB0937  STATE/COUNTY-  IL/PULASKI
 HB0937  USGS QUAD   -  DONGOLA (1996)
 HB0937
 HB0937                         *CURRENT SURVEY CONTROL
 HB0937  ___________________________________________________________________
 HB0937* NAD 83(1986)-  37 15 29.     (N)    089 08 40.     (W)     SCALED    
 HB0937* NAVD 88     -       129.09   (+/-2cm)     423.5    (feet)  VERTCON   
 HB0937  ___________________________________________________________________
 HB0937  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HB0937
 HB0937  VERT ORDER  -  ? (See Below)
 HB0937
 HB0937.The horizontal coordinates were scaled from a topographic map and have
 HB0937.an estimated accuracy of +/- 6 seconds.
 HB0937
 HB0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB0937.The vertical order pertains to the NGVD 29 superseded value.
 HB0937
 HB0937.The geoid height was determined by GEOID03.
 HB0937
 HB0937;                    North         East    Units  Estimated Accuracy
 HB0937;SPC IL W     -    66,120.      790,680.      MT  (+/- 180 meters Scaled)
 HB0937
 HB0937                          SUPERSEDED SURVEY CONTROL
 HB0937
 HB0937  NGVD 29 (??/??/??)  129.040  (m)          423.36   (f) ADJUSTED    ?  
 HB0937
 HB0937.Superseded values are not recommended for survey control.
 HB0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0937.See file dsdata.txt to determine how the superseded data were derived.
 HB0937
 HB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG098256(NAD 83)
 HB0937_MARKER: DR = REFERENCE MARK DISK
 HB0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0937_STAMPING: HOPE 1960 NO 4 1973
 HB0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0937+STABILITY: SURFACE MOTION
 HB0937
 HB0937  HISTORY     - Date     Condition        Report By
 HB0937  HISTORY     - 1973     MONUMENTED       NGS
 HB0937
 HB0937                          STATION DESCRIPTION
 HB0937
 HB0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HB0937'2.5 MI SE FROM ULLIN.
 HB0937'0.1 MILE EAST ALONG PAVED ROAD FROM ITS OVERPASS OF INTERSTATE
 HB0937'HIGHWAY 57 ABOUT 1 MILE SOUTHEAST OF ULLIN, THENCE SOUTHERLY ON
 HB0937'PAVED FRONTAGE ROAD 1.5 MILES TO THE MARK ON THE LEFT, 54 FEET
 HB0937'SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 1 FOOT EAST OF A POWER
 HB0937'POLE, 46 FEET NORTH OF THE CENTERLINE OF EXISTING ROAD AND SET
 HB0937'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1873 ***********************************************************************
 HB1873  DESIGNATION -  HOPSON R 9 02
 HB1873  PID         -  HB1873
 HB1873  STATE/COUNTY-  IL/GALLATIN
 HB1873  USGS QUAD   -  EQUALITY (1996)
 HB1873
 HB1873                         *CURRENT SURVEY CONTROL
 HB1873  ___________________________________________________________________
 HB1873* NAD 83(1997)-  37 41 11.90095(N)    088 16 17.73049(W)     ADJUSTED  
 HB1873* NAVD 88     -       116.5    (meters)     382.     (feet)  GPS OBS   
 HB1873  ___________________________________________________________________
 HB1873  X           -     152,432.994 (meters)                     COMP
 HB1873  Y           -  -5,051,536.908 (meters)                     COMP
 HB1873  Z           -   3,878,030.770 (meters)                     COMP
 HB1873  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HB1873  ELLIP HEIGHT-          86.76  (meters)          (03/08/05) GPS OBS
 HB1873  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HB1873
 HB1873  HORZ ORDER  -  FIRST
 HB1873  ELLP ORDER  -  FOURTH    CLASS I
 HB1873
 HB1873.The horizontal coordinates were established by classical geodetic methods
 HB1873.and adjusted by the National Geodetic Survey in October 1999..
 HB1873
 HB1873.The orthometric height was determined by GPS observations and a
 HB1873.high-resolution geoid model.
 HB1873
 HB1873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1873
 HB1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1873
 HB1873.The ellipsoidal height was determined by GPS observations
 HB1873.and is referenced to NAD 83.
 HB1873
 HB1873.The geoid height was determined by GEOID03.
 HB1873
 HB1873;                    North         East     Units Scale Factor Converg.
 HB1873;SPC IL E     -   113,196.494   305,445.769   MT  0.99997537   +0 02 15.9
 HB1873;SPC IL E     -   371,378.83  1,002,116.66   sFT  0.99997537   +0 02 15.9
 HB1873;UTM  16      - 4,171,808.580   387,881.908   MT  0.99975483   -0 46 38.9
 HB1873
 HB1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1873!SPC IL E     -   0.99998639  x   0.99997537  =   0.99996176
 HB1873!UTM  16      -   0.99998639  x   0.99975483  =   0.99974122
 HB1873
 HB1873:                Primary Azimuth Mark                     Grid Az
 HB1873:SPC IL E     -  HOPSON R 9 02 AZ MK                      358 37 45.0
 HB1873:UTM  16      -  HOPSON R 9 02 AZ MK                      359 26 39.8
 HB1873
 HB1873|---------------------------------------------------------------------|
 HB1873| PID    Reference Object                     Distance      Geod. Az  |
 HB1873|                                                           dddmmss.s |
 HB1873| HB1872 HOPSON R 9 02 AZ MK                 APPROX. 0.5 KM 3584000.9 |
 HB1873|---------------------------------------------------------------------|
 HB1873
 HB1873                          SUPERSEDED SURVEY CONTROL
 HB1873
 HB1873  ELLIP H (10/21/99)   86.77   (m)                       GP(       ) 4 1
 HB1873  NAD 83(1997)-  37 41 11.90197(N)    088 16 17.73043(W) AD(       ) 1
 HB1873  NAD 83(1997)-  37 41 11.90467(N)    088 16 17.73055(W) AD(       ) 1
 HB1873  NAD 83(1986)-  37 41 11.91158(N)    088 16 17.73150(W) AD(       ) 1
 HB1873
 HB1873.Superseded values are not recommended for survey control.
 HB1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1873.See file dsdata.txt to determine how the superseded data were derived.
 HB1873
 HB1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8788271809(NAD 83)
 HB1873_MARKER: I = METAL ROD
 HB1873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1873_SP_SET: STAINLESS STEEL ROD
 HB1873_STAMPING: HOPSON R-9-02 1991
 HB1873_MARK LOGO: USFS  
 HB1873_PROJECTION: FLUSH
 HB1873_MAGNETIC: I = MARKER IS A STEEL ROD
 HB1873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1873+STABILITY: POSITION/ELEVATION WELL
 HB1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1873+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1992
 HB1873_ROD/PIPE-DEPTH: 10   meters
 HB1873
 HB1873  HISTORY     - Date     Condition        Report By
 HB1873  HISTORY     - 1991     MONUMENTED       USFS
 HB1873  HISTORY     - 19921209 GOOD
 HB1873
 HB1873                          STATION DESCRIPTION
 HB1873
 HB1873'DESCRIBED BY US FOREST SERVICE 1991
 HB1873'FROM THE INTERSECTION OF ILLINOIS STATE ROUTE 13 AND 45 LOCATED IN
 HB1873'HARRISBURG, IL. GO EAST ON ROUTE 13 21.6 KM (13.4 MI) TO THE
 HB1873'INTERSECTION OF ILLINOIS STATE ROUTES 1 AND 13 TURN RIGHT (SOUTH) ON
 HB1873'ROUTE 1 GO 4.8 KM (3.0 MI) CROSS SALINE RIVER BRIDGE AT 4.3 KM
 HB1873'(2.7 MI) TO A GRAVEL ROAD ON THE LEFT (EAST) TURN LEFT (EAST), GO 1.4
 HB1873'KM (0.9 MI) TO STATION AZIMUTH ON THE LEFT (NORTH) SIDE OF THE ROAD
 HB1873'CONTINUE EASTERLY 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT (EAST).
 HB1873'STATION (HOPSON) IS AN ALUMINUM CYLINDER WITH ACCESS COVER, SET IN
 HB1873'CONCRETE WITH CENTER PUNCHED VERTICAL STAINLESS STEEL ROD INSIDE
 HB1873'ACCESS COVER.
 HB1873'1.)  5.8M EAST OF THE CENTERLINE OF THE ROAD.
 HB1873'2.)  16.6M NORTH OF A POWER POLE.
 HB1873'3.)  104.5M SOUTHWEST OF A 24 INCH DIAMETER HICKORY TREE.
 HB1873
 HB1873                          STATION RECOVERY (1992)
 HB1873
 HB1873'RECOVERED 1992
 HB1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1872 ***********************************************************************
 HB1872  DESIGNATION -  HOPSON R 9 02 AZ MK
 HB1872  PID         -  HB1872
 HB1872  STATE/COUNTY-  IL/GALLATIN
 HB1872  USGS QUAD   -  EQUALITY (1996)
 HB1872
 HB1872                         *CURRENT SURVEY CONTROL
 HB1872  ___________________________________________________________________
 HB1872* NAD 83(1997)-  37 41 28.95284(N)    088 16 18.22984(W)     ADJUSTED  
 HB1872* NAVD 88     -       115.8    (meters)     380.     (feet)  GPS OBS   
 HB1872  ___________________________________________________________________
 HB1872  X           -     152,411.056 (meters)                     COMP
 HB1872  Y           -  -5,051,215.491 (meters)                     COMP
 HB1872  Z           -   3,878,446.403 (meters)                     COMP
 HB1872  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 HB1872  ELLIP HEIGHT-          86.11  (meters)          (03/08/05) GPS OBS
 HB1872  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HB1872
 HB1872  HORZ ORDER  -  FIRST
 HB1872  ELLP ORDER  -  FOURTH    CLASS I
 HB1872
 HB1872.The horizontal coordinates were established by classical geodetic methods
 HB1872.and adjusted by the National Geodetic Survey in October 1999..
 HB1872
 HB1872.The orthometric height was determined by GPS observations and a
 HB1872.high-resolution geoid model.
 HB1872
 HB1872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1872
 HB1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1872
 HB1872.The ellipsoidal height was determined by GPS observations
 HB1872.and is referenced to NAD 83.
 HB1872
 HB1872.The geoid height was determined by GEOID03.
 HB1872
 HB1872;                    North         East     Units Scale Factor Converg.
 HB1872;SPC IL E     -   113,722.195   305,433.189   MT  0.99997536   +0 02 15.6
 HB1872;SPC IL E     -   373,103.57  1,002,075.39   sFT  0.99997536   +0 02 15.6
 HB1872;UTM  16      - 4,172,334.291   387,876.811   MT  0.99975485   -0 46 39.5
 HB1872
 HB1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1872!SPC IL E     -   0.99998649  x   0.99997536  =   0.99996185
 HB1872!UTM  16      -   0.99998649  x   0.99975485  =   0.99974134
 HB1872
 HB1872:                Primary Azimuth Mark                     Grid Az
 HB1872:SPC IL E     -  HOPSON R 9 02                            178 37 45.0
 HB1872:UTM  16      -  HOPSON R 9 02                            179 26 40.1
 HB1872
 HB1872|---------------------------------------------------------------------|
 HB1872| PID    Reference Object                     Distance      Geod. Az  |
 HB1872|                                                           dddmmss.s |
 HB1872| HB1873 HOPSON R 9 02                       APPROX. 0.5 KM 1784000.6 |
 HB1872|---------------------------------------------------------------------|
 HB1872
 HB1872                          SUPERSEDED SURVEY CONTROL
 HB1872
 HB1872  NAD 83(1997)-  37 41 28.95441(N)    088 16 18.22984(W) AD(       ) 1
 HB1872  NAD 83(1997)-  37 41 28.95675(N)    088 16 18.22980(W) AD(       ) 1
 HB1872  NAD 83(1986)-  37 41 28.96386(N)    088 16 18.23094(W) AD(       ) 1
 HB1872
 HB1872.Superseded values are not recommended for survey control.
 HB1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1872.See file dsdata.txt to determine how the superseded data were derived.
 HB1872
 HB1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8787772334(NAD 83)
 HB1872_MARKER: DD = SURVEY DISK
 HB1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1872_SP_SET: CONCRETE POST
 HB1872_STAMPING: HOPSON AZIMUTH R-9-02 1991
 HB1872_MARK LOGO: USFS  
 HB1872_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1872+STABILITY: POSITION/ELEVATION WELL
 HB1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1872+SATELLITE: SATELLITE OBSERVATIONS - 1992
 HB1872
 HB1872  HISTORY     - Date     Condition        Report By
 HB1872  HISTORY     - 1992     MONUMENTED       USFS
 HB1872
 HB1872                          STATION DESCRIPTION
 HB1872
 HB1872'DESCRIBED BY US FOREST SERVICE 1992
 HB1872'FROM THE INTERSECTION OF ILLINOIS STATE ROUTE 13 AND 45 LOCATED IN
 HB1872'HARRISBURG, IL. GO EAST ON ROUTE 13 21.6 KM (13.4 MI) ,TO THE
 HB1872'INTERSECTION OF ILLINOIS STATE ROUTES 1 AND 13 TURN RIGHT (SOUTH) ON
 HB1872'ROUTE 1, GO 4.8 KM (3.0 MI) CROSS SALINE RIVER BRIDGE AT 4.3 KM
 HB1872'(2.7 MI) TO A GRAVEL ROAD ON THE LEFT (EAST) TURN LEFT (EAST), GO 1M4
 HB1872'KM TO STATION AZIMUTH ON THE LEFT (NORTH) SIDE ORF THE ROAD. STATION
 HB1872'AZIMUTH (HOPSON) IS A CIRCULAR INSCRIBED ALUMINUM CAP WITH CENTER
 HB1872'PUNCHED MARK SET IN CONCRETE.
 HB1872'1.)  7.0M NORTH OF THE CENTERLINE OF ROAD.
 HB1872'2.)  46.6M EAST OF A WILLOW OAK TREE.
 HB1872'3.)  14.6M SOUTHEAST OF A DOUBLE TRUNK CEDAR TREE IN A FENCEROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1764 ***********************************************************************
 JB1764  DESIGNATION -  HORD
 JB1764  PID         -  JB1764
 JB1764  STATE/COUNTY-  IL/CLAY
 JB1764  USGS QUAD   -  HORD (1985)
 JB1764
 JB1764                         *CURRENT SURVEY CONTROL
 JB1764  ___________________________________________________________________
 JB1764* NAD 83(1997)-  38 53 10.16103(N)    088 31 15.89437(W)     ADJUSTED  
 JB1764* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 JB1764  ___________________________________________________________________
 JB1764  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 JB1764  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JB1764
 JB1764  HORZ ORDER  -  THIRD
 JB1764
 JB1764.The horizontal coordinates were established by classical geodetic methods
 JB1764.and adjusted by the National Geodetic Survey in October 1999..
 JB1764
 JB1764.The orthometric height was scaled from a topographic map.
 JB1764
 JB1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1764
 JB1764.The geoid height was determined by GEOID03.
 JB1764
 JB1764;                    North         East     Units Scale Factor Converg.
 JB1764;SPC IL E     -   246,356.773   283,710.399   MT  0.99997827   -0 07 04.3
 JB1764;SPC IL E     -   808,255.51    930,806.53   sFT  0.99997827   -0 07 04.3
 JB1764;UTM  16      - 4,305,242.798   368,072.737   MT  0.99981432   -0 57 18.1
 JB1764
 JB1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1764!SPC IL E     -   0.99997985  x   0.99997827  =   0.99995813
 JB1764!UTM  16      -   0.99997985  x   0.99981432  =   0.99979418
 JB1764
 JB1764:                Primary Azimuth Mark                     Grid Az
 JB1764:SPC IL E     -  BIBLE GROVE ST PAULS CH SPIRE            068 42 08.0
 JB1764:UTM  16      -  BIBLE GROVE ST PAULS CH SPIRE            069 32 21.8
 JB1764
 JB1764|---------------------------------------------------------------------|
 JB1764| PID    Reference Object                     Distance      Geod. Az  |
 JB1764|                                                           dddmmss.s |
 JB1764| JB1662 BIBLE GROVE ST PAULS CH SPIRE       APPROX. 7.9 KM 0683503.7 |
 JB1764| JB1765 ILGS MARK NEAR HORD 1961             48.407 METERS 21435     |
 JB1764| AF9255 HORD AZ MK                          452.790 METERS 2975159.4 |
 JB1764| CI3861 HORD RM 1                            37.577 METERS 31247     |
 JB1764|---------------------------------------------------------------------|
 JB1764
 JB1764                          SUPERSEDED SURVEY CONTROL
 JB1764
 JB1764  NAD 83(1986)-  38 53 10.17252(N)    088 31 15.89253(W) AD(       ) 3
 JB1764  NAD 27      -  38 53 10.00911(N)    088 31 15.71711(W) AD(       ) 3
 JB1764
 JB1764.Superseded values are not recommended for survey control.
 JB1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1764.See file dsdata.txt to determine how the superseded data were derived.
 JB1764
 JB1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6807305243(NAD 83)
 JB1764_MARKER: DS = TRIANGULATION STATION DISK
 JB1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1764
 JB1764  HISTORY     - Date     Condition        Report By
 JB1764  HISTORY     - 1961     MONUMENTED       CGS
 JB1764
 JB1764                          STATION DESCRIPTION
 JB1764
 JB1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1764'THE STATION IS IN THE VILLAGE OF HORD, ABOUT 8 MILES NORTH OF
 JB1764'LOUISVILLE, IN THE
 JB1764'SOUTHWEST 0.25 OF SECTION 10, T 5 N, R 6 E AND ON THE PROPERTY OF
 JB1764'MR HARRY BLAIR.  IT IS
 JB1764'24 FEET NORTH OF A 12 INCH WALNUT TREE, 56
 JB1764'FEET SOUTHEAST OF A TELEPHONE POLE, 64
 JB1764'FEET EAST OF THE CENTERLINE OF
 JB1764'U S HIGHWAY 45, 57 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 JB1764'OF A BARN AND 80
 JB1764'FEET NORTH OF THE NORTHWEST CORNER OF MR BLAIRS HOUSE.  THE
 JB1764'MONUMENT IS FLUSH AND THE
 JB1764'DISK IS STAMPED HORD 1961.
 JB1764'
 JB1764'TO REACH THE STATION FROM THE LOUISVILLE HIGH SCHOOL IN LOUISVILLE,
 JB1764'GO NORTH ON U S HIGHWAY 45
 JB1764'FOR 4.6 MILES TO A CROSSROAD.  CONTINUE NORTH ON THE
 JB1764'HIGHWAY FOR 3.8 MILES TO A
 JB1764'CROSSROAD IN THE VILLAGE OF HORD.
 JB1764'CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO
 JB1764'THE STATION ON THE RIGHT.
 JB1764'
 JB1764'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U S HIGHWAY
 JB1764'45 FOR 0.15 MILE TO A SIDE
 JB1764'ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 JB1764'FOR 0.2 MILE TO THE MARK ON THE LEFT.
 JB1764'
 JB1764'REFERENCE MARK 1 IS 3 FEET SOUTH OF A WITNESS POST, 1 FOOT EAST OF A
 JB1764'WIRE FENCE, 23 FEET
 JB1764'SOUTH OF A 30 INCH ELM TREE, 28 WEST OF THE CENTERLINE
 JB1764'OF HIGHWAY 45 AND 48 FEET SOUTH
 JB1764'OF A POWER POLE.  THE MONUMENT
 JB1764'PROJECTS 8 INCHES AND THE DISK IS STAMPED HORD NO 1 1961.
 JB1764'
 JB1764'ILL GEOD S MARK IS A STANDARD U S COAST AND GEODETIC AND STATE SURVEY
 JB1764'DISK SET IN THE TOP OF A 5
 JB1764'X 5 INCH CONCRETE POST FLUSH WITH THE GROUND.  THE
 JB1764'DISK WAS UNSTAMPED.  IT IS 9 FEET
 JB1764'SOUTHEAST OF A POWER POLE, 15 FEET
 JB1764'NORTHEAST OF A 30 INCH OAK TREE, 26 FEET WEST OF THE
 JB1764'CENTERLINE OF
 JB1764'THE HIGHWAY AND 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE.
 JB1764'
 JB1764'THE AZIMUTH MARK IS 2 FEET EAST OF A WITNESS POST, 11 FEET NORTHEAST
 JB1764'OF A 30 INCH ELM TREE, 15
 JB1764'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND
 JB1764'89 FEET SOUTHEAST OF A POWER POLE.
 JB1764'THE MONUMENT PROJECTS 1 INCH AND
 JB1764'THE DISK IS STAMPED HORD 1961.
 JB1764'
 JB1764'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9255 ***********************************************************************
 AF9255  CBN         -  This is a Cooperative Base Network Control Station.
 AF9255  DESIGNATION -  HORD AZ MK
 AF9255  PID         -  AF9255
 AF9255  STATE/COUNTY-  IL/CLAY
 AF9255  USGS QUAD   -  HORD (1985)
 AF9255
 AF9255                         *CURRENT SURVEY CONTROL
 AF9255  ___________________________________________________________________
 AF9255* NAD 83(1997)-  38 53 17.02388(N)    088 31 32.50315(W)     ADJUSTED  
 AF9255* NAVD 88     -       158.7    (meters)     521.     (feet)  GPS OBS   
 AF9255  ___________________________________________________________________
 AF9255  X           -     127,903.132 (meters)                     COMP
 AF9255  Y           -  -4,969,591.648 (meters)                     COMP
 AF9255  Z           -   3,982,731.891 (meters)                     COMP
 AF9255  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AF9255  ELLIP HEIGHT-         127.22  (meters)          (10/15/04) GPS OBS
 AF9255  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 AF9255
 AF9255  HORZ ORDER  -  B
 AF9255  ELLP ORDER  -  FOURTH    CLASS II
 AF9255
 AF9255.The horizontal coordinates were established by GPS observations
 AF9255.and adjusted by the National Geodetic Survey in July 1998..
 AF9255
 AF9255.The orthometric height was determined by GPS observations and a
 AF9255.high-resolution geoid model.
 AF9255
 AF9255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9255
 AF9255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9255
 AF9255.The ellipsoidal height was determined by GPS observations
 AF9255.and is referenced to NAD 83.
 AF9255
 AF9255.The geoid height was determined by GEOID03.
 AF9255
 AF9255;                    North         East     Units Scale Factor Converg.
 AF9255;SPC IL E     -   246,569.232   283,310.559   MT  0.99997843   -0 07 14.8
 AF9255;SPC IL E     -   808,952.56    929,494.73   sFT  0.99997843   -0 07 14.8
 AF9255;UTM  16      - 4,305,461.041   367,676.109   MT  0.99981561   -0 57 28.7
 AF9255
 AF9255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9255!SPC IL E     -   0.99998004  x   0.99997843  =   0.99995847
 AF9255!UTM  16      -   0.99998004  x   0.99981561  =   0.99979565
 AF9255
 AF9255                          SUPERSEDED SURVEY CONTROL
 AF9255
 AF9255  ELLIP H (07/17/98)  127.23   (m)                       GP(       ) 4 1
 AF9255
 AF9255.Superseded values are not recommended for survey control.
 AF9255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9255.See file dsdata.txt to determine how the superseded data were derived.
 AF9255
 AF9255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6767605461(NAD 83)
 AF9255_MARKER: DZ = AZIMUTH MARK DISK
 AF9255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9255_STAMPING: H0RD 1961
 AF9255_MARK LOGO: CGS   
 AF9255_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9255+STABILITY: SURFACE MOTION
 AF9255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9255+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 AF9255
 AF9255  HISTORY     - Date     Condition        Report By
 AF9255  HISTORY     - 1961     MONUMENTED       CGS
 AF9255  HISTORY     - 19990927 GOOD             ILDT
 AF9255
 AF9255                          STATION DESCRIPTION
 AF9255
 AF9255'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AF9255'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTH OF LOUISVILLE AND 8
 AF9255'MI (12.9 KM) SOUTHEAST OF EDGEWOOD IN THE SMALL VILLAGE OF HORD.  TO
 AF9255'REACH FROM THE INTERSECTION OF U.S. HIGHWAY 45 AND COUNTY ROAD 1900N
 AF9255'AT HORD, GO NORTH ON HIGHWAY 45 FOR 0.25 MI (0.40 KM) TO A T-ROAD
 AF9255'WEST, COUNTY ROAD 1925, TURN LEFT, WEST, FOR 0.23 MI (0.37 KM) TO THE
 AF9255'STATION ON THE LEFT.  IT IS 4.6 M (15.1 FT) SOUTH OF THE GRAVEL ROAD,
 AF9255'27.3 M (89.6 FT) SOUTHEAST OF A POWER POLE, 33.3 M (109.3 FT)
 AF9255'EAST-NORTHEAST OF A WELL PUMP, AT A REMOVABLE METAL WITNESS POST.
 AF9255
 AF9255                          STATION RECOVERY (1999)
 AF9255
 AF9255'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 AF9255'RECOVERED AS DESCRIBED
 AF9255'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1871 ***********************************************************************
 JB1871  DESIGNATION -  HORSE
 JB1871  PID         -  JB1871
 JB1871  STATE/COUNTY-  IL/FRANKLIN
 JB1871  USGS QUAD   -  SESSER (1975)
 JB1871
 JB1871                         *CURRENT SURVEY CONTROL
 JB1871  ___________________________________________________________________
 JB1871* NAD 83(1997)-  38 06 38.54589(N)    089 02 04.01572(W)     ADJUSTED  
 JB1871* NAVD 88     -       143.91   (+/-2cm)     472.1    (feet)  VERTCON   
 JB1871  ___________________________________________________________________
 JB1871  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JB1871  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 JB1871
 JB1871  HORZ ORDER  -  THIRD
 JB1871  VERT ORDER  -  THIRD ? (See Below)
 JB1871
 JB1871.The horizontal coordinates were established by classical geodetic methods
 JB1871.and adjusted by the National Geodetic Survey in October 1999..
 JB1871
 JB1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1871.The vertical order pertains to the NGVD 29 superseded value.
 JB1871
 JB1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1871
 JB1871.The geoid height was determined by GEOID03.
 JB1871
 JB1871;                    North         East     Units Scale Factor Converg.
 JB1871;SPC IL E     -   160,494.960   238,513.160   MT  1.00002154   -0 25 57.8
 JB1871;SPC IL E     -   526,557.21    782,521.93   sFT  1.00002154   -0 25 57.8
 JB1871;UTM  16      - 4,220,053.149   321,640.668   MT  0.99999181   -1 15 21.4
 JB1871
 JB1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1871!SPC IL E     -   0.99998208  x   1.00002154  =   1.00000362
 JB1871!UTM  16      -   0.99998208  x   0.99999181  =   0.99997389
 JB1871
 JB1871|---------------------------------------------------------------------|
 JB1871| PID    Reference Object                     Distance      Geod. Az  |
 JB1871|                                                           dddmmss.s |
 JB1871| CI3867 HORSE RM 1                           18.111 METERS 03231     |
 JB1871| CI3868 HORSE RM 2                           23.827 METERS 12604     |
 JB1871| HB1646 COELLO CONCRETE CASTING CO STK      APPROX.12.9 KM 1951741.0 |
 JB1871| JB1874 SESSER MUNICIPAL TANK               APPROX. 2.7 KM 2055913.1 |
 JB1871| JB1873 SESSER STACK                        APPROX. 1.4 KM 2324840.3 |
 JB1871| CI3866 HORSE AZ MK                                        2804514.5 |
 JB1871|---------------------------------------------------------------------|
 JB1871
 JB1871                          SUPERSEDED SURVEY CONTROL
 JB1871
 JB1871  NAD 83(1997)-  38 06 38.55878(N)    089 02 04.01523(W) AD(       ) 3
 JB1871  NAD 83(1986)-  38 06 38.55937(N)    089 02 04.01670(W) AD(       ) 3
 JB1871  NAD 27      -  38 06 38.38427(N)    089 02 03.75445(W) AD(       ) 3
 JB1871  NGVD 29 (07/19/86)  144.01   (m)          472.5    (f) LEVELING    3  
 JB1871
 JB1871.Superseded values are not recommended for survey control.
 JB1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1871.See file dsdata.txt to determine how the superseded data were derived.
 JB1871
 JB1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2164120053(NAD 83)
 JB1871_MARKER: DS = TRIANGULATION STATION DISK
 JB1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1871
 JB1871  HISTORY     - Date     Condition        Report By
 JB1871  HISTORY     - 1961     MONUMENTED       CGS
 JB1871  HISTORY     - 20020612 GOOD             ILDT
 JB1871
 JB1871                          STATION DESCRIPTION
 JB1871
 JB1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1871'THE STATION IS ABOUT 2 MILES NORTHEAST OF SESSER, ON THE PROPERTY OF
 JB1871'MR. WALTER W. NEWBURY AND IS IN THE NORTHWEST 1/4 OF SECTION 7, T.
 JB1871'5 S., R. 2 E..  IT IS 155 FEET NORTHWEST OF THE NORTHWEST CORNER
 JB1871'OF A HOUSE, 39 FEET WEST OF POWER POLE NUMBER 527-12, 24 FEET WEST
 JB1871'OF THE CENTERLINE OF A DRIVEWAY, 11 FEET SOUTH OF A WITNESS POST
 JB1871'AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES
 JB1871'AND THE DISK IS STAMPED HORSE 1961.
 JB1871'
 JB1871'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 148 AND 183
 JB1871'AT THE WEST EDGE OF SESSER, GO EAST ON HIGHWAY 183 FOR 0.4 MILE TO
 JB1871'A RAILROAD CROSSING.  CONTINUE EAST ON HIGHWAY 183 FOR 0.35 MILE TO
 JB1871'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 JB1871'1.35 MILES TO A HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE
 JB1871'RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO A
 JB1871'SIDE ROAD RIGHT, WHERE THE MAIN ROAD TURNS RIGHT.  TURN RIGHT AND
 JB1871'GO EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT.
 JB1871'TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.15 MILE TO THE
 JB1871'STATION ON THE RIGHT.
 JB1871'
 JB1871'REFERENCE MARK 1 IS 53 FEET NORTHEAST OF THE WITNESS POST, 45 FEET
 JB1871'NORTH OF POWER POLE NUMBER 527-12, 16 FEET EAST OF THE CENTERLINE OF
 JB1871'THE DRIVEWAY AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT
 JB1871'PROJECTS 4 INCHES AND THE DISK IS STAMPED HORSE NO 1 1961.
 JB1871'
 JB1871'REFERENCE MARK 2 IS 70 FEET WEST OF A FENCE CORNER, 18 FEET EAST
 JB1871'OF A FENCE CORNER AND 2 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT
 JB1871'PROJECTS 2 INCHES AND THE DISK IS STAMPED HORSE NO 2 1961.
 JB1871'
 JB1871'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTERLINE OF A GRAVELED
 JB1871'ROAD, 3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A WITNESS
 JB1871'POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 4
 JB1871'INCHES AND THE DISK IS STAMPED HORSE 1961.
 JB1871'
 JB1871'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1871
 JB1871                          STATION RECOVERY (2002)
 JB1871
 JB1871'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 JB1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0886 ***********************************************************************
 NJ0886  DESIGNATION -  HORSESHOE
 NJ0886  PID         -  NJ0886
 NJ0886  STATE/COUNTY-  IL/JO DAVIESS
 NJ0886  USGS QUAD   -  GALENA (1988)
 NJ0886
 NJ0886                         *CURRENT SURVEY CONTROL
 NJ0886  ___________________________________________________________________
 NJ0886* NAD 83(1997)-  42 24 07.77684(N)    090 23 44.04514(W)     ADJUSTED  
 NJ0886* NAVD 88     -       328.0    (meters)    1076.     (feet)  GPS OBS   
 NJ0886  ___________________________________________________________________
 NJ0886  X           -     -32,567.197 (meters)                     COMP
 NJ0886  Y           -  -4,717,097.593 (meters)                     COMP
 NJ0886  Z           -   4,278,894.565 (meters)                     COMP
 NJ0886  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 NJ0886  ELLIP HEIGHT-         295.12  (meters)          (12/06/04) GPS OBS
 NJ0886  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 NJ0886
 NJ0886  HORZ ORDER  -  FIRST
 NJ0886  ELLP ORDER  -  FOURTH    CLASS I
 NJ0886
 NJ0886.The horizontal coordinates were established by GPS observations
 NJ0886.and adjusted by the National Geodetic Survey in September 1998..
 NJ0886
 NJ0886.The orthometric height was determined by GPS observations and a
 NJ0886.high-resolution geoid model.
 NJ0886
 NJ0886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0886
 NJ0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0886
 NJ0886.The ellipsoidal height was determined by GPS observations
 NJ0886.and is referenced to NAD 83.
 NJ0886
 NJ0886.The geoid height was determined by GEOID03.
 NJ0886
 NJ0886;                    North         East     Units Scale Factor Converg.
 NJ0886;SPC IL W     -   636,776.165   681,156.326   MT  0.99994554   -0 09 15.7
 NJ0886;SPC IL W     - 2,089,156.47  2,234,760.38   sFT  0.99994554   -0 09 15.7
 NJ0886;SPC IA N     - 1,104,900.307 1,755,510.030   MT  0.99995605   +2 06 14.4
 NJ0886;UTM  15      - 4,697,715.325   714,336.221   MT  1.00016527   +1 45 24.9
 NJ0886
 NJ0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0886!SPC IL W     -   0.99995372  x   0.99994554  =   0.99989926
 NJ0886!SPC IA N     -   0.99995372  x   0.99995605  =   0.99990977
 NJ0886!UTM  15      -   0.99995372  x   1.00016527  =   1.00011898
 NJ0886
 NJ0886:                Primary Azimuth Mark                     Grid Az
 NJ0886:SPC IL W     -  BENTON MUNICIPAL TANK                    003 38 02.5
 NJ0886:SPC IA N     -  BENTON MUNICIPAL TANK                    001 22 32.4
 NJ0886:UTM  15      -  BENTON MUNICIPAL TANK                    001 43 21.9
 NJ0886
 NJ0886|---------------------------------------------------------------------|
 NJ0886| PID    Reference Object                     Distance      Geod. Az  |
 NJ0886|                                                           dddmmss.s |
 NJ0886| NJ0862 BENTON MUNICIPAL TANK               APPROX.18.7 KM 0032846.8 |
 NJ0886| NJ0884 HANOVER                             APPROX.12.7 KM 1601822.6 |
 NJ0886| CJ7982 HORSESHOE RM 1                       43.940 METERS 25026     |
 NJ0886| NJ0889 ST CATHERINE CH SPIRE               APPROX.16.2 KM 2713200.2 |
 NJ0886| NJ0931 SINSINAWA ST JOSEPHS CH SPIRE       APPROX.18.2 KM 3212850.2 |
 NJ0886| CJ7983 HORSESHOE RM 2                                     32344     |
 NJ0886| NJ0860 CUBA CITY CHURCH SPIRE              APPROX.23.1 KM 3523029.2 |
 NJ0886| NJ0859 CUBA CITY MUNICIPAL TANK            APPROX.22.8 KM 3530142.6 |
 NJ0886|---------------------------------------------------------------------|
 NJ0886
 NJ0886                          SUPERSEDED SURVEY CONTROL
 NJ0886
 NJ0886  ELLIP H (09/15/98)  295.19   (m)                       GP(       ) 3 1
 NJ0886  NAD 83(1997)-  42 24 07.77901(N)    090 23 44.04447(W) AD(       ) 1
 NJ0886  NAD 83(1986)-  42 24 07.77863(N)    090 23 44.04570(W) AD(       ) 1
 NJ0886  NAD 27      -  42 24 07.74800(N)    090 23 43.57900(W) AD(       ) 1
 NJ0886
 NJ0886.Superseded values are not recommended for survey control.
 NJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0886.See file dsdata.txt to determine how the superseded data were derived.
 NJ0886
 NJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1433697715(NAD 83)
 NJ0886_MARKER: DS = TRIANGULATION STATION DISK
 NJ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0886_PROJECTION: FLUSH
 NJ0886_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0886+STABILITY: SURFACE MOTION
 NJ0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0886+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 NJ0886
 NJ0886  HISTORY     - Date     Condition        Report By
 NJ0886  HISTORY     - 1931     MONUMENTED       CGS
 NJ0886  HISTORY     - 1963     GOOD             ILHD
 NJ0886  HISTORY     - 1965     GOOD             CGS
 NJ0886  HISTORY     - 19960815 GOOD             SECI
 NJ0886  HISTORY     - 19970103 MARK NOT FOUND   USPSQD
 NJ0886  HISTORY     - 20011002 GOOD             CMT
 NJ0886
 NJ0886                          STATION DESCRIPTION
 NJ0886
 NJ0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 NJ0886'ONE AND ONE-HALF MILES SOUTHEAST OF GALENA, ON THE HIGHEST
 NJ0886'PART (SOUTHEASTERN) OF HORSESHOE MOUND, ON LAND BELONGING
 NJ0886'TO CLARENCE WHITE.
 NJ0886'
 NJ0886'TO REACH FROM GALENA, GO OUT OF TOWN AND ACROSS BRIDGE ON U.S.
 NJ0886'HIGHWAY 20, TAKING DISTANCES FROM THE BRIDGE, AT 0.3 ON THE
 NJ0886'HILL, JUST BEFORE U.S. HIGHWAY 20 ENTERS A DEEP CUT, TURN
 NJ0886'RIGHT ON AN OIL AND SCREENINGS ROAD, AND CONTINUE TO 2.0 TO
 NJ0886'A SMALL CULVERT BRIDGE, TURN LEFT ON ROAD JUST BEFORE CULVERT
 NJ0886'IS REACHED AND CONTINUE TO BASE OF HORSESHOE MOUND.
 NJ0886'
 NJ0886'MARK IS ON THE HIGHEST PART OF THE MOUND, 29.23 METERS SOUTH OF
 NJ0886'A 10-INCH HICKORY TREE WITH A SMALL TRIANGULAR BLAZE, AND 100
 NJ0886'YARDS WEST OF A FARM FENCE LINE.  MARK IS 8 INCHES ABOVE THE
 NJ0886'SURFACE.
 NJ0886'
 NJ0886'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, ON TOP
 NJ0886'OF THE RIDGE, 8 INCHES ABOVE THE SURFACE.
 NJ0886'
 NJ0886'REFERENCE MARK NO. 2 IS ABOUT NORTHWEST OF THE STATION, AT A
 NJ0886'DISTANCE OF 3/4 MILE.  IT IS ON A BIG ROCK, ON SOUTH SLOPE
 NJ0886'OF NORTH WING OF THE HORSESHOE NEAR WEST END, 50 YARDS NORTH
 NJ0886'OF AN EAST-WEST FENCE AT FOOT OF BLUFF.  THE ROCK IS 12 FEET
 NJ0886'HIGH AND 30 FEET LONG AND RUNS EAST-WEST.
 NJ0886'
 NJ0886'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 NJ0886
 NJ0886                          STATION RECOVERY (1963)
 NJ0886
 NJ0886'RECOVERY NOTE BY IL HIGHWAY DEPT 1963 (HB)
 NJ0886'STATION AND R.M. 1 HAVE BEEN RECOVERED IN GOOD CONDITION.
 NJ0886'AZIMUTH DISK IS GONE - HOLE IN ROCK REMAINS.
 NJ0886
 NJ0886                          STATION RECOVERY (1965)
 NJ0886
 NJ0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NJ0886'THE STATION AND R.M. NO. 1 WERE RECOVERED AS DESCRIBED AND FOUND
 NJ0886'IN GOOD CONDITION.  R.M. NO. 2 (AZI.MK.) HAS BEEN DESTROYED.
 NJ0886'THE LARGE BOULDER IN WHICH THE MARK HAD BEEN SET WAS FOUND BUT
 NJ0886'IT WAS NOT POSSIBLE TO IDENTIFY THE DRILL HOLE.  NO NEW MARKS
 NJ0886'WERE ESTABLISHED AT THE TIME OF RECOVERY AS NO OBJECTS WERE
 NJ0886'VISIBLE FROM THE GROUND.  IT WAS ALSO IMPOSSIBLE TO DRIVE
 NJ0886'TO THE STATION WITH A 2-WHEEL DRIVE VEHICLE.
 NJ0886'
 NJ0886'TO REACH THE STATION FROM GALENA, FROM THE BRIDGE ON U.S. HIGHWAY
 NJ0886'20 AT THE SOUTH EDGE OF BUSINESS DISTRICT, GO SOUTH ON U.S.
 NJ0886'20 FOR 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 NJ0886'MAIN ROAD FOR 1.65 MILES TO FORKS, TAKE LEFT FORK FOR 0.15 MILE
 NJ0886'TO A FARM DRIVEWAY ON THE LEFT, TURN LEFT AND GO EAST, NORTH
 NJ0886'AND EAST FOR 0.5 MILE TO A STEEL GATE AT ENTRANCE TO A FARMYARD,
 NJ0886'GO THROUGH GATE THEN TURN LEFT AND GO NORTH AND EAST UP STEEP
 NJ0886'HILL FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND GO
 NJ0886'NORTHEAST AND NORTH ALONG TOP OF RIDGE FOR 0.15 MILE TO A
 NJ0886'GATE, CONTINUE NORTHERLY FOR ABOUT 0.1 MILE TO TOP OF HILL
 NJ0886'AND STATION.
 NJ0886
 NJ0886                          STATION RECOVERY (1996)
 NJ0886
 NJ0886'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0886'RECOVERED AS DESCRIBED.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20
 NJ0886'AND ILLINOIS ROUTE 84, PROCEED SOUTH ON U.S.  ROUTE 20/ILLINOIS ROUTE
 NJ0886'84 FOR APPROXIMENTLY 3.7 MI (6.0 KM) (THROUGH THE TOWN OF GALENA) TO
 NJ0886'THE JUNCTION OF U.S.  ROUTE 20/ILLINOIS ROUTE 84 AND BLACKJACK ROAD,
 NJ0886'TURN RIGHT (WEST) ON BLACKJACK ROAD AND PROCEED FOR APPROXIMENTLY 1.6
 NJ0886'MI (2.6 KM) TO THE JUNCTION OF BLACKJACK ROAD AND NORTH IRISH HOLLOW
 NJ0886'ROAD, TURN LEFT (EAST) ON NORTH IRISH HOLLOW ROAD AND PROCEED FOR
 NJ0886'APPROXIMENTLY 0.1 MI (0.2 KM) TO A DIRT AND GRAVEL ENTRANCE WHICH
 NJ0886'LEADS TO THREE MICROWAVE CELLULAR TOWERS, TURN LEFT (NORTH) ON GRAVEL
 NJ0886'ENTRANCE AND PROCEED FOR APPROXIMENTLY 0.4 MI (0.6 KM) TO A LOCKED
 NJ0886'GATE FOR A FENCE ENCLOSING THE TOWERS, FROM GATE HIKE APPROXIMENTLY
 NJ0886'400 FT (121.9 M) NORTHEAST TO THE TOWERS, FROM THE TOWERS PROCEED
 NJ0886'NORTHWEST FOR APPROXIMENTLY 600 FT (182.9 M) TO THE STATION LOCATED ON
 NJ0886'TOP OF A HILL.
 NJ0886
 NJ0886                          STATION RECOVERY (1997)
 NJ0886
 NJ0886'RECOVERY NOTE BY US POWER SQUADRON 1997
 NJ0886'MARK NOT FOUND.
 NJ0886
 NJ0886                          STATION RECOVERY (2001)
 NJ0886
 NJ0886'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 NJ0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1874 ***********************************************************************
 HB1874  DESIGNATION -  HORSESHOE R 9 03
 HB1874  PID         -  HB1874
 HB1874  STATE/COUNTY-  IL/SALINE
 HB1874  USGS QUAD   -  EQUALITY (1996)
 HB1874
 HB1874                         *CURRENT SURVEY CONTROL
 HB1874  ___________________________________________________________________
 HB1874* NAD 83(1997)-  37 41 17.83284(N)    088 22 26.09247(W)     ADJUSTED  
 HB1874* NAVD 88     -       112.5    (meters)     369.     (feet)  GPS OBS   
 HB1874  ___________________________________________________________________
 HB1874  X           -     143,408.112 (meters)                     COMP
 HB1874  Y           -  -5,051,686.253 (meters)                     COMP
 HB1874  Z           -   3,878,173.133 (meters)                     COMP
 HB1874  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HB1874  ELLIP HEIGHT-          82.89  (meters)          (03/08/05) GPS OBS
 HB1874  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HB1874
 HB1874  HORZ ORDER  -  FIRST
 HB1874  ELLP ORDER  -  FOURTH    CLASS I
 HB1874
 HB1874.The horizontal coordinates were established by classical geodetic methods
 HB1874.and adjusted by the National Geodetic Survey in October 1999..
 HB1874
 HB1874.The orthometric height was determined by GPS observations and a
 HB1874.high-resolution geoid model.
 HB1874
 HB1874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1874
 HB1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1874
 HB1874.The ellipsoidal height was determined by GPS observations
 HB1874.and is referenced to NAD 83.
 HB1874
 HB1874.The geoid height was determined by GEOID03.
 HB1874
 HB1874;                    North         East     Units Scale Factor Converg.
 HB1874;SPC IL E     -   113,378.355   296,420.705   MT  0.99997516   -0 01 29.3
 HB1874;SPC IL E     -   371,975.49    972,506.93   sFT  0.99997516   -0 01 29.3
 HB1874;UTM  16      - 4,172,118.766   378,862.217   MT  0.99978075   -0 50 24.2
 HB1874
 HB1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1874!SPC IL E     -   0.99998699  x   0.99997516  =   0.99996215
 HB1874!UTM  16      -   0.99998699  x   0.99978075  =   0.99976775
 HB1874
 HB1874:                Primary Azimuth Mark                     Grid Az
 HB1874:SPC IL E     -  HORSESHOE R 9 03 AZ MK                   330 38 47.5
 HB1874:UTM  16      -  HORSESHOE R 9 03 AZ MK                   331 27 42.4
 HB1874
 HB1874|---------------------------------------------------------------------|
 HB1874| PID    Reference Object                     Distance      Geod. Az  |
 HB1874|                                                           dddmmss.s |
 HB1874| HB1875 HORSESHOE R 9 03 AZ MK              438.281 METERS 3303718.2 |
 HB1874|---------------------------------------------------------------------|
 HB1874
 HB1874                          SUPERSEDED SURVEY CONTROL
 HB1874
 HB1874  ELLIP H (10/21/99)   82.90   (m)                       GP(       ) 4 1
 HB1874  NAD 83(1997)-  37 41 17.83552(N)    088 22 26.09206(W) AD(       ) 1
 HB1874  NAD 83(1997)-  37 41 17.83710(N)    088 22 26.09214(W) AD(       ) 1
 HB1874  NAD 83(1986)-  37 41 17.84374(N)    088 22 26.09434(W) AD(       ) 1
 HB1874
 HB1874.Superseded values are not recommended for survey control.
 HB1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1874.See file dsdata.txt to determine how the superseded data were derived.
 HB1874
 HB1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7886272119(NAD 83)
 HB1874_MARKER: I = METAL ROD
 HB1874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1874_SP_SET: STAINLESS STEEL ROD
 HB1874_STAMPING: HORSESHOE R-9-03 1991
 HB1874_MARK LOGO: USFS  
 HB1874_PROJECTION: FLUSH
 HB1874_MAGNETIC: I = MARKER IS A STEEL ROD
 HB1874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1874+STABILITY: POSITION/ELEVATION WELL
 HB1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1874+SATELLITE: SATELLITE OBSERVATIONS - 1992
 HB1874_ROD/PIPE-DEPTH: 10   meters
 HB1874
 HB1874  HISTORY     - Date     Condition        Report By
 HB1874  HISTORY     - 1992     MONUMENTED       USFS
 HB1874
 HB1874                          STATION DESCRIPTION
 HB1874
 HB1874'DESCRIBED BY US FOREST SERVICE 1992
 HB1874'FROM THE INTERSECTION OF ILLINOIS STATE ROUTE 13 AND 45 LOCATED IN
 HB1874'HARRISBURG, IL. GO EAST ON ROUTE 13, 16.3 KM (10.1 MI) TO THE
 HB1874'INTERSECTION OF ILLINOIS STATE ROUTES 13 AND 142 TURN RIGHT
 HB1874'(SOUTHEASTERLY) ON ROUTE 142, GO 1.8KM TO A HARD SURFACE ROAD ON THE
 HB1874'RIGHT (SOUTHERLY) TURN RIGHT, GO 8.1 KM (5.0 MI) TO THE ENTRANCE TO
 HB1874'THE SALINE COUNTY CONSERVATION AREA (GLEN O. JONES LAKE), STATION
 HB1874'AZIMUTH IS LOCATED ON THE SOUTHWEST END OF THE HORSESHOE CREEK
 HB1874'BRIDGE. CONTINUE SOUTHERLY FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 HB1874'LEFT.
 HB1874'1.)  8.4M EAST OF THE CENTERLINE OF THE ROAD.
 HB1874'2.)  11.8M SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE ROAD.
 HB1874'3.)  56.5M NORTH OF THE NORTHEAST CORNER OF THE NORTH WING WALL ON THE
 HB1874'EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1875 ***********************************************************************
 HB1875  DESIGNATION -  HORSESHOE R 9 03 AZ MK
 HB1875  PID         -  HB1875
 HB1875  STATE/COUNTY-  IL/SALINE
 HB1875  USGS QUAD   -  RUDEMENT (1996)
 HB1875
 HB1875                         *CURRENT SURVEY CONTROL
 HB1875  ___________________________________________________________________
 HB1875* NAD 83(1997)-  37 41 30.22034(N)    088 22 34.86847(W)     ADJUSTED  
 HB1875* NAVD 88     -       112.1    (meters)     368.     (feet)  GPS OBS   
 HB1875  ___________________________________________________________________
 HB1875  X           -     143,186.552 (meters)                     COMP
 HB1875  Y           -  -5,051,458.633 (meters)                     COMP
 HB1875  Z           -   3,878,475.120 (meters)                     COMP
 HB1875  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HB1875  ELLIP HEIGHT-          82.50  (meters)          (03/08/05) GPS OBS
 HB1875  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HB1875
 HB1875  HORZ ORDER  -  FIRST
 HB1875  ELLP ORDER  -  FOURTH    CLASS I
 HB1875
 HB1875.The horizontal coordinates were established by classical geodetic methods
 HB1875.and adjusted by the National Geodetic Survey in October 1999..
 HB1875
 HB1875.The orthometric height was determined by GPS observations and a
 HB1875.high-resolution geoid model.
 HB1875
 HB1875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1875
 HB1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1875
 HB1875.The ellipsoidal height was determined by GPS observations
 HB1875.and is referenced to NAD 83.
 HB1875
 HB1875.The geoid height was determined by GEOID03.
 HB1875
 HB1875;                    North         East     Units Scale Factor Converg.
 HB1875;SPC IL E     -   113,760.357   296,205.866   MT  0.99997518   -0 01 34.7
 HB1875;SPC IL E     -   373,228.77    971,802.08   sFT  0.99997518   -0 01 34.7
 HB1875;UTM  16      - 4,172,503.712   378,652.877   MT  0.99978137   -0 50 29.8
 HB1875
 HB1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1875!SPC IL E     -   0.99998705  x   0.99997518  =   0.99996223
 HB1875!UTM  16      -   0.99998705  x   0.99978137  =   0.99976843
 HB1875
 HB1875:                Primary Azimuth Mark                     Grid Az
 HB1875:SPC IL E     -  HORSESHOE R 9 03                         150 38 47.6
 HB1875:UTM  16      -  HORSESHOE R 9 03                         151 27 42.7
 HB1875
 HB1875|---------------------------------------------------------------------|
 HB1875| PID    Reference Object                     Distance      Geod. Az  |
 HB1875|                                                           dddmmss.s |
 HB1875| HB1874 HORSESHOE R 9 03                    438.281 METERS 1503712.9 |
 HB1875|---------------------------------------------------------------------|
 HB1875
 HB1875                          SUPERSEDED SURVEY CONTROL
 HB1875
 HB1875  ELLIP H (10/21/99)   82.51   (m)                       GP(       ) 4 1
 HB1875  NAD 83(1997)-  37 41 30.22290(N)    088 22 34.86807(W) AD(       ) 1
 HB1875  NAD 83(1997)-  37 41 30.22459(N)    088 22 34.86815(W) AD(       ) 1
 HB1875  NAD 83(1986)-  37 41 30.23130(N)    088 22 34.87024(W) AD(       ) 1
 HB1875
 HB1875.Superseded values are not recommended for survey control.
 HB1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1875.See file dsdata.txt to determine how the superseded data were derived.
 HB1875
 HB1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG7865372504(NAD 83)
 HB1875_MARKER: DD = SURVEY DISK
 HB1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1875_SP_SET: CONCRETE POST
 HB1875_STAMPING: HORSESHOE R-9-03 1991
 HB1875_MARK LOGO: USFS  
 HB1875_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1875+STABILITY: POSITION/ELEVATION WELL
 HB1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1875+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1992
 HB1875
 HB1875  HISTORY     - Date     Condition        Report By
 HB1875  HISTORY     - 1991     MONUMENTED       USFS
 HB1875  HISTORY     - 19921209 GOOD
 HB1875
 HB1875                          STATION DESCRIPTION
 HB1875
 HB1875'DESCRIBED BY US FOREST SERVICE 1991
 HB1875'FROM THE INTERSECTION OF ILLINOIS STATE ROUTE 13 AND 45 LOCATED IN
 HB1875'HARRISBURG, IL GO EAST ON ROUTE 13, 16.3 KM (10.1 MI) TO THE
 HB1875'INTERSECTION OF ILLINOIS STATE ROUTES 13 AND 142 TURN RIGHT
 HB1875'(SOUTHEASTERLY) ON ROUTE 142 GO 1.8 KM (1.1 MI) TO A HARD SURFACE
 HB1875'ROAD ON THE RIGHT (SOUTHERLY) TURN RIGHT 8.1 KM (5.0 MI) TO THE
 HB1875'ENTRANCE TO THE SALINE COUNTY CONSERVATION AREA (GLEN O. JONES LAKE)
 HB1875'STATION AZIMUTH IS LOCATED ON THE SOUTHWEST END OF THE HORSESHOE CREEK
 HB1875'BRIDGE.  STATION AZIMUTH (HORSESHOE IS CIRCULAR INSCRIBED ALUMINUM
 HB1875'CAP WITH A CENTER PUNCHED MARK, SET IN CONCRETE.
 HB1875'1.)  4.3M WEST OF THE CENTERLINE OF ROAD.
 HB1875'2.)  2.1M EAST OF THE EAST END OF THE WEST END OF THE SOUTH WING WALL.
 HB1875'3.)  0.2M EAST OF THE SOUTHEAST CORNER OF THE SOUTH END OF THE CURBING
 HB1875'ON THE WEST SIDE OF THE BRIDGE.
 HB1875
 HB1875                          STATION RECOVERY (1992)
 HB1875
 HB1875'RECOVERED 1992
 HB1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0836 ***********************************************************************
 LD0836  DESIGNATION -  HOSFORD
 LD0836  PID         -  LD0836
 LD0836  STATE/COUNTY-  IL/HANCOCK
 LD0836  USGS QUAD   -  HAMILTON (1975)
 LD0836
 LD0836                         *CURRENT SURVEY CONTROL
 LD0836  ___________________________________________________________________
 LD0836* NAD 83(1997)-  40 27 42.27661(N)    091 16 30.55026(W)     ADJUSTED  
 LD0836* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 LD0836  ___________________________________________________________________
 LD0836  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 LD0836  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LD0836
 LD0836  HORZ ORDER  -  FIRST
 LD0836
 LD0836.The horizontal coordinates were established by classical geodetic methods
 LD0836.and adjusted by the National Geodetic Survey in October 1999..
 LD0836
 LD0836.The orthometric height was scaled from a topographic map.
 LD0836
 LD0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0836
 LD0836.The geoid height was determined by GEOID03.
 LD0836
 LD0836;                    North         East     Units Scale Factor Converg.
 LD0836;SPC IL W     -   421,846.551   605,987.342   MT  1.00004993   -0 43 09.8
 LD0836;SPC IL W     - 1,384,008.23  1,988,143.47   sFT  1.00004993   -0 43 09.8
 LD0836;SPC IA S     -    53,689.598   688,687.672   MT  1.00003095   +1 27 55.8
 LD0836;SPC MO E     -   514,005.187   184,258.777   MT  0.99998651   -0 30 11.0
 LD0836;UTM  15      - 4,480,436.973   646,239.473   MT  0.99986325   +1 07 10.3
 LD0836
 LD0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0836!SPC IL W     -   0.99997165  x   1.00004993  =   1.00002158
 LD0836!SPC IA S     -   0.99997165  x   1.00003095  =   1.00000260
 LD0836!SPC MO E     -   0.99997165  x   0.99998651  =   0.99995816
 LD0836!UTM  15      -   0.99997165  x   0.99986325  =   0.99983490
 LD0836
 LD0836|---------------------------------------------------------------------|
 LD0836| PID    Reference Object                     Distance      Geod. Az  |
 LD0836|                                                           dddmmss.s |
 LD0836| CL9561 HOSFORD RM 1                                       08954     |
 LD0836| LD0818 CARTHAGE MUNICIPAL TANK             APPROX.12.8 KM 1135517.1 |
 LD0836| LD0820 CARTHAGE COURTHOUSE DOME            APPROX.13.0 KM 1142953.3 |
 LD0836| LD0834 HAMILTON MUNICIPAL TANK             APPROX. 8.7 KM 2134804.9 |
 LD0836| LD0839 WARSAW MUNICIPAL TANK               APPROX.17.5 KM 2284959.1 |
 LD0836| LD0842 KEOKUK ST PETERS CATH CHURCH        APPROX.12.1 KM 2333809.5 |
 LD0836| LD0843 KEOKUK POST OFFICE CLOCK TOWER      APPROX.11.4 KM 2335448.7 |
 LD0836| LD0840 KEOKUK STANDARD 4 TIRE WTR TK       APPROX.12.3 KM 2452641.5 |
 LD0836| LD0841 LEE CITY POOR FARM WATER TANK       APPROX.14.8 KM 2695123.7 |
 LD0836| CL9562 HOSFORD RM 2                         27.910 METERS 31623     |
 LD0836| LD0802 NAUVOO CH SPIRE CATH                APPROX.13.6 KM 3170601.7 |
 LD0836| LD0804 NAUVOO WATER TANK                   APPROX.13.4 KM 3172248.1 |
 LD0836|---------------------------------------------------------------------|
 LD0836
 LD0836                          SUPERSEDED SURVEY CONTROL
 LD0836
 LD0836  NAD 83(1997)-  40 27 42.27660(N)    091 16 30.55021(W) AD(       ) 1
 LD0836  NAD 83(1986)-  40 27 42.28601(N)    091 16 30.55182(W) AD(       ) 1
 LD0836  NAD 27      -  40 27 42.12700(N)    091 16 30.01600(W) AD(       ) 1
 LD0836
 LD0836.Superseded values are not recommended for survey control.
 LD0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0836.See file dsdata.txt to determine how the superseded data were derived.
 LD0836
 LD0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE4623980437(NAD 83)
 LD0836_MARKER: DS = TRIANGULATION STATION DISK
 LD0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0836
 LD0836  HISTORY     - Date     Condition        Report By
 LD0836  HISTORY     - 1931     MONUMENTED       CGS
 LD0836  HISTORY     - 1963     MARK NOT FOUND   USGS
 LD0836
 LD0836                          STATION DESCRIPTION
 LD0836
 LD0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0836'FOUR MILES EAST AND 4-1/2 MILES NORTH OF HAMILTON, ON ESTATE
 LD0836'IN CHARGE OF ED. HOSFORD OF HAMILTON, 30 METERS (98 FEET)
 LD0836'NORTH OF VACANT HOUSE, 11 METERS (36 FEET) WEST OF GRAPE
 LD0836'ARBOR, 23 METERS (75 FEET) WEST OF NORTH OF CLUMP OF WALNUT
 LD0836'TREES IN FRONT YARD, EAST OF ROW OF PINE TREES, 19.8 METERS
 LD0836'(65 FEET) WEST OF LANE TO HOUSE, 20.4 METERS (67 FEET) SOUTH
 LD0836'OF HEDGE ON SOUTH SIDE OF ROAD, AND 26 METERS (85 FEET) SOUTH
 LD0836'OF DIRT ROAD.  TO REACH FROM HAMILTON, GO EAST 3.0 MILES ON
 LD0836'ROUTE 96 FROM WATER TANK TO SECTION CROSSROADS, TURN NORTH
 LD0836'4.5 MILES ON DIRT ROAD TO ANOTHER CROSSROADS, AND WEST 0.2
 LD0836'MILE TO STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 LD0836'STANDARD STATION DISKS IN CONCRETE.
 LD0836'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 LD0836'NO. 1 IS AT HEDGE FENCE 12 METERS (39 FEET) SOUTH
 LD0836'OF NORTHEAST CORNER POST OF FIELD, 21 METERS (69 FEET) SOUTH
 LD0836'OF EAST-WEST SECTION-LINE ROAD, 12 METERS (39 FEET) WEST OF
 LD0836'NORTH-SOUTH SECTION-LINE ROAD, AND ONE-FOURTH MILE FROM
 LD0836'STATION N 89 DEG 54 MIN E.  NO. 2 IS AT HEDGE
 LD0836'FENCE LINE, 34 METERS (112 FEET) WEST OF LANE LEADING
 LD0836'TO HOUSE, 7 METERS (23 FEET) SOUTH OF SECTION-LINE ROAD,
 LD0836'2 METERS (7 FEET) WEST OF PROLONGATION OF ROW OF PINE
 LD0836'TREES, AND 27.91 METERS (91.6 FEET) FROM STATION N 43 DEG 37 MIN W.
 LD0836
 LD0836                          STATION RECOVERY (1963)
 LD0836
 LD0836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LD0836'R.M. WAS THE ONLY MARK FOUND.  A NEW HOUSE HAS BEEN CONSTRUCTED
 LD0836'NEARBY THE ORIGINAL STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0468 ***********************************************************************
 JB0468  DESIGNATION -  HOWARD
 JB0468  PID         -  JB0468
 JB0468  STATE/COUNTY-  IL/JEFFERSON
 JB0468  USGS QUAD   -  OPDYKE (1978)
 JB0468
 JB0468                         *CURRENT SURVEY CONTROL
 JB0468  ___________________________________________________________________
 JB0468* NAD 83(1997)-  38 16 47.49566(N)    088 49 55.59790(W)     ADJUSTED  
 JB0468* NAVD 88     -       154.801  (meters)     507.88   (feet)  ADJUSTED  
 JB0468  ___________________________________________________________________
 JB0468  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JB0468  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB0468  DYNAMIC HT  -         154.701 (meters)     507.55  (feet)  COMP
 JB0468  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JB0468
 JB0468  HORZ ORDER  -  SECOND
 JB0468  VERT ORDER  -  SECOND    CLASS 0
 JB0468
 JB0468.The horizontal coordinates were established by classical geodetic methods
 JB0468.and adjusted by the National Geodetic Survey in October 1999..
 JB0468
 JB0468.The orthometric height was determined by differential leveling
 JB0468.and adjusted by the National Geodetic Survey in June 1991..
 JB0468
 JB0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0468
 JB0468.The geoid height was determined by GEOID03.
 JB0468
 JB0468.The dynamic height is computed by dividing the NAVD 88
 JB0468.geopotential number by the normal gravity value computed on the
 JB0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0468.degrees latitude (g = 980.6199 gals.).
 JB0468
 JB0468.The modeled gravity was interpolated from observed gravity values.
 JB0468
 JB0468;                    North         East     Units Scale Factor Converg.
 JB0468;SPC IL E     -   179,155.959   256,359.142   MT  0.99999845   -0 18 32.4
 JB0468;SPC IL E     -   587,780.84    841,071.62   sFT  0.99999845   -0 18 32.4
 JB0468;UTM  16      - 4,238,454.313   339,752.390   MT  0.99991626   -1 08 06.9
 JB0468
 JB0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0468!SPC IL E     -   0.99998045  x   0.99999845  =   0.99997890
 JB0468!UTM  16      -   0.99998045  x   0.99991626  =   0.99989671
 JB0468
 JB0468|---------------------------------------------------------------------|
 JB0468| PID    Reference Object                     Distance      Geod. Az  |
 JB0468|                                                           dddmmss.s |
 JB0468| JB0466 HOWARD RM 1                          27.189 METERS 18930     |
 JB0468| JB0467 HOWARD RM 2                          25.655 METERS 26134     |
 JB0468| CI3875 HOWARD AZ MK                                       2693309.1 |
 JB0468| JB1756 MT VERNON ILL PWR MICROWAV TWR      APPROX. 7.3 KM 3010542.3 |
 JB0468| JB1755 MT VERNON SE MUNICIPAL TANK         APPROX. 7.0 KM 3020434.7 |
 JB0468|---------------------------------------------------------------------|
 JB0468
 JB0468                          SUPERSEDED SURVEY CONTROL
 JB0468
 JB0468  NAD 83(1997)-  38 16 47.50808(N)    088 49 55.59652(W) AD(       ) 2
 JB0468  NAD 83(1986)-  38 16 47.51004(N)    088 49 55.59761(W) AD(       ) 2
 JB0468  NAD 27      -  38 16 47.33360(N)    088 49 55.37112(W) AD(       ) 2
 JB0468  NGVD 29 (??/??/92)  154.911  (m)          508.24   (f) ADJ UNCH    2 0
 JB0468
 JB0468.Superseded values are not recommended for survey control.
 JB0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0468.See file dsdata.txt to determine how the superseded data were derived.
 JB0468
 JB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3975238454(NAD 83)
 JB0468_MARKER: DE = TRAVERSE STATION DISK
 JB0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0468_STAMPING: HOWARD 1961
 JB0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0468+STABILITY: SURFACE MOTION
 JB0468
 JB0468  HISTORY     - Date     Condition        Report By
 JB0468  HISTORY     - 1961     MONUMENTED       CGS
 JB0468  HISTORY     - 1961     GOOD             CGS
 JB0468
 JB0468                          STATION DESCRIPTION
 JB0468
 JB0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0468'STATION IS LOCATED ABOUT 4.75 MILES SOUTHEAST OF MT VERNON, ABOUT
 JB0468'2.75 MILES NORTHWEST OF
 JB0468'OPDYKE, ABOUT .75 MILE NORTH OF US HIGHWAY 460 AND AT
 JB0468'THE HOWARD SCHOOL HOUSE ON
 JB0468'PROPERTY OWNED BY MR JOHN VINSON.
 JB0468'
 JB0468'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN MT VERNON, GO
 JB0468'SOUTH ON U S HIGHWAY
 JB0468'460 AND STATE ROUTE 37 FOR 0.65 MILES TO THE JUNCTION OF
 JB0468'U S HIGHWAY 460 AND STATE
 JB0468'ROUTE 37, TURN LEFT ON U S HIGHWAY 460 AND
 JB0468'GO EAST FOR AND SOUTHEAST FOR 3.9 MILES TO A
 JB0468'ROAD SIDE PARK ON RIGHT,
 JB0468'CONTINUE EAST ON U S HIGHWAY 460 FOR 1.5 MILES TO A SIDE ROAD
 JB0468'LEFT, TURN LEFT
 JB0468'AND GO NORTH FOR 0.8 MILE TO HOWARD SCHOOL HOUSE AND
 JB0468'STATION AS DESCRIBED.
 JB0468'
 JB0468'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED HOWARD 1961, IS SET
 JB0468'IN THE TOP OF A 14 INCH
 JB0468'SQUARE CONCRETE POST WHICH IS SET ABOUT 12 INCHES
 JB0468'BELOW THE SURFACE OF THE GROUND.
 JB0468'THE MARK IS 89 FEET SOUTH OF THE
 JB0468'SOUTHWEST CORNER OF THE SCHOOL HOUSE, 87.6 FEET
 JB0468'SOUTH-SOUTHWEST OF
 JB0468'THE SOUTHEAST CORNER OF THE SCHOOL HOUSE, 86 FEET EAST OF THE
 JB0468'WITNESS POST, 36
 JB0468'FEET NORTHEAST OF THE CENTER OF ROAD AND 18.6 FEET WEST OF A
 JB0468'TRIANGLE BLAZED TREE.
 JB0468'
 JB0468'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED HOWARD NO 1
 JB0468'1961, IS SET IN THE TOP OF
 JB0468'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 JB0468'INCHES.  THE MARK IS 104 FEET
 JB0468'SOUTHEAST OF THE WITNESS POST, 96.6
 JB0468'FEET SOUTHWEST OF A TRIANGLE BLAZED TREE, 27
 JB0468'FEET WEST-SOUTHWEST OF
 JB0468'THE CENTER OF ROAD AND 1 FOOT NORTHEAST OF FENCE.
 JB0468'
 JB0468'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED HOWARD NO 2
 JB0468'1961, IS SET IN THE TOP OF
 JB0468'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 JB0468'THE SURFACE OF THE GROUND.  THE
 JB0468'MARK IS 28.5 FEET SOUTHWEST OF THE
 JB0468'CENTER OF ROAD, 2 FEET SOUTHEAST OF THE WITNESS
 JB0468'POST AND 1 FOOT
 JB0468'NORTHEAST OF THE FENCE.
 JB0468'
 JB0468'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED HOWARD 1961, IS SET
 JB0468'IN THE TOP OF A 12 INCH
 JB0468'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 JB0468'OF THE GROUND.  THE MARK IS 71
 JB0468'FEET SOUTH OF A TELEPHONE POLE AND
 JB0468'FENCE CORNER, 15 FEET WEST OF THE CENTER OF ROAD, 1.9 FEET
 JB0468'SOUTH-SOUTHEAST OF THE WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 JB0468'
 JB0468'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON OILED ROAD
 JB0468'FOR 0.25 MILE TO A SIDE
 JB0468'ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.05 MILE TO THE
 JB0468'AZIMUTH MARK ON RIGHT.
 JB0468'
 JB0468'HEIGHT OF LIGHT ABOVE STATION MARK 26.40 METERS.
 JB0468
 JB0468                          STATION RECOVERY (1961)
 JB0468
 JB0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0468'6.6 MI SE FROM MT VERNON.
 JB0468'ABOUT 0.7 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0468'IN MT. VERNON, THENCE 5.05 MILES SOUTHEAST ALONG U.S. HIGHWAY
 JB0468'460, THENCE 0.85 MILES NORTH ALONG A GRAVEL ROAD, AT AN ABANDONED
 JB0468'SCHOOL BUILDING, AT A SHARP CURVE IN THE ROAD TO THE WEST, 39
 JB0468'FEET NORTHEAST OF THE CENTER OF THE ROAD AT THE APPROXIMATE
 JB0468'CENTER OF THE CURVE, 89 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 JB0468'CORNER OF THE SCHOOL BUILDING, 19 FEET SOUTHWEST OF A TRIANGLE
 JB0468'BLAZED 8 INCH ELM TREE, 25 FEET NORTHEAST OF THE EAST END OF A
 JB0468'CONCRETE PIPE CULVERT, 86.1 FEET NORTHEAST OF A METAL WITNESS
 JB0468'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JB0468'CONCRETE POST 14 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0466 ***********************************************************************
 JB0466  DESIGNATION -  HOWARD RM 1
 JB0466  PID         -  JB0466
 JB0466  STATE/COUNTY-  IL/JEFFERSON
 JB0466  USGS QUAD   -  OPDYKE (1978)
 JB0466
 JB0466                         *CURRENT SURVEY CONTROL
 JB0466  ___________________________________________________________________
 JB0466* NAD 83(1986)-  38 16 47.     (N)    088 49 55.     (W)     SCALED    
 JB0466* NAVD 88     -       155.707  (meters)     510.85   (feet)  ADJUSTED  
 JB0466  ___________________________________________________________________
 JB0466  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB0466  DYNAMIC HT  -         155.606 (meters)     510.52  (feet)  COMP
 JB0466  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JB0466
 JB0466  VERT ORDER  -  SECOND    CLASS 0
 JB0466
 JB0466.The horizontal coordinates were scaled from a topographic map and have
 JB0466.an estimated accuracy of +/- 6 seconds.
 JB0466
 JB0466.The orthometric height was determined by differential leveling
 JB0466.and adjusted by the National Geodetic Survey in June 1991..
 JB0466
 JB0466.The geoid height was determined by GEOID03.
 JB0466
 JB0466.The dynamic height is computed by dividing the NAVD 88
 JB0466.geopotential number by the normal gravity value computed on the
 JB0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0466.degrees latitude (g = 980.6199 gals.).
 JB0466
 JB0466.The modeled gravity was interpolated from observed gravity values.
 JB0466
 JB0466;                    North         East    Units  Estimated Accuracy
 JB0466;SPC IL E     -   179,140.      256,370.      MT  (+/- 180 meters Scaled)
 JB0466
 JB0466                          SUPERSEDED SURVEY CONTROL
 JB0466
 JB0466  NGVD 29 (??/??/92)  155.817  (m)          511.21   (f) ADJ UNCH    2 0
 JB0466
 JB0466.Superseded values are not recommended for survey control.
 JB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0466.See file dsdata.txt to determine how the superseded data were derived.
 JB0466
 JB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH397384(NAD 83)
 JB0466_MARKER: DR = REFERENCE MARK DISK
 JB0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0466_STAMPING: HOWARD NO 1 1961
 JB0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0466+STABILITY: SURFACE MOTION
 JB0466
 JB0466  HISTORY     - Date     Condition        Report By
 JB0466  HISTORY     - 1961     MONUMENTED       CGS
 JB0466
 JB0466                          STATION DESCRIPTION
 JB0466
 JB0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0466'6.6 MI SE FROM MT VERNON.
 JB0466'ABOUT 0.7 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0466'IN MT. VERNON, THENCE 5.05 MILES SOUTHEAST ALONG U.S. HIGHWAY
 JB0466'460, THENCE 0.85 MILES NORTH ALONG A GRAVEL ROAD, AT AN ABANDONED
 JB0466'SCHOOL BUILDING, AT A SHARP CURVE IN THE ROAD TO THE WEST, 27
 JB0466'FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT EAST OF THE FENCE, 97
 JB0466'FEET SOUTHWEST OF A TRIANGLE BLAZED 8 INCH ELM TREE, 178 FEET
 JB0466'SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 89.2 FEET
 JB0466'SOUTH OF TRAVERSE STATION HOWARD, 104 FEET SOUTHEAST OF A METAL
 JB0466'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JB0466'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0467 ***********************************************************************
 JB0467  DESIGNATION -  HOWARD RM 2
 JB0467  PID         -  JB0467
 JB0467  STATE/COUNTY-  IL/JEFFERSON
 JB0467  USGS QUAD   -  OPDYKE (1978)
 JB0467
 JB0467                         *CURRENT SURVEY CONTROL
 JB0467  ___________________________________________________________________
 JB0467* NAD 83(1986)-  38 16 47.     (N)    088 49 55.     (W)     SCALED    
 JB0467* NAVD 88     -       155.282  (meters)     509.45   (feet)  ADJUSTED  
 JB0467  ___________________________________________________________________
 JB0467  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB0467  DYNAMIC HT  -         155.181 (meters)     509.12  (feet)  COMP
 JB0467  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 JB0467
 JB0467  VERT ORDER  -  SECOND    CLASS 0
 JB0467
 JB0467.The horizontal coordinates were scaled from a topographic map and have
 JB0467.an estimated accuracy of +/- 6 seconds.
 JB0467
 JB0467.The orthometric height was determined by differential leveling
 JB0467.and adjusted by the National Geodetic Survey in June 1991..
 JB0467
 JB0467.The geoid height was determined by GEOID03.
 JB0467
 JB0467.The dynamic height is computed by dividing the NAVD 88
 JB0467.geopotential number by the normal gravity value computed on the
 JB0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0467.degrees latitude (g = 980.6199 gals.).
 JB0467
 JB0467.The modeled gravity was interpolated from observed gravity values.
 JB0467
 JB0467;                    North         East    Units  Estimated Accuracy
 JB0467;SPC IL E     -   179,140.      256,370.      MT  (+/- 180 meters Scaled)
 JB0467
 JB0467                          SUPERSEDED SURVEY CONTROL
 JB0467
 JB0467  NGVD 29 (??/??/92)  155.392  (m)          509.82   (f) ADJ UNCH    2 0
 JB0467
 JB0467.Superseded values are not recommended for survey control.
 JB0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0467.See file dsdata.txt to determine how the superseded data were derived.
 JB0467
 JB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH397384(NAD 83)
 JB0467_MARKER: DR = REFERENCE MARK DISK
 JB0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0467_STAMPING: HOWARD NO 2 1961
 JB0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0467+STABILITY: SURFACE MOTION
 JB0467
 JB0467  HISTORY     - Date     Condition        Report By
 JB0467  HISTORY     - 1961     MONUMENTED       CGS
 JB0467
 JB0467                          STATION DESCRIPTION
 JB0467
 JB0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0467'6.6 MI SE FROM MT VERNON.
 JB0467'ABOUT 0.7 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0467'IN MT. VERNON, THENCE 5.05 MILES SOUTHEAST ALONG U.S. HIGHWAY
 JB0467'460, THENCE 0.85 MILES NORTH ALONG A GRAVEL ROAD, AT AN ABANDONED
 JB0467'SCHOOL BUILDING, AT A SHARP CURVE IN THE ROAD TO THE WEST, 28
 JB0467'FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF THE FENCE,
 JB0467'59 FEET SOUTHWEST OF THE EAST END OF A CONCRETE PIPE CULVERT, 124
 JB0467'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING,
 JB0467'84.3 FEET SOUTHWEST OF TRAVERSE STATION HOWARD, 2.2 FEET EAST OF
 JB0467'A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD
 JB0467'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1546 ***********************************************************************
 NH1546  DESIGNATION -  HOWE
 NH1546  PID         -  NH1546
 NH1546  STATE/COUNTY-  IL/STEPHENSON
 NH1546  USGS QUAD   -  ORANGEVILLE (1971)
 NH1546
 NH1546                         *CURRENT SURVEY CONTROL
 NH1546  ___________________________________________________________________
 NH1546* NAD 83(1997)-  42 29 59.76733(N)    089 43 16.50240(W)     ADJUSTED  
 NH1546* NAVD 88     -       299.6    (meters)     983.     (feet)  GPS OBS   
 NH1546  ___________________________________________________________________
 NH1546  X           -      22,913.807 (meters)                     COMP
 NH1546  Y           -  -4,709,801.735 (meters)                     COMP
 NH1546  Z           -   4,286,889.191 (meters)                     COMP
 NH1546  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 NH1546  ELLIP HEIGHT-         266.07  (meters)          (12/06/04) GPS OBS
 NH1546  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NH1546
 NH1546  HORZ ORDER  -  FIRST
 NH1546  ELLP ORDER  -  FOURTH    CLASS I
 NH1546
 NH1546.The horizontal coordinates were established by GPS observations
 NH1546.and adjusted by the National Geodetic Survey in September 1998..
 NH1546
 NH1546.The orthometric height was determined by GPS observations and a
 NH1546.high-resolution geoid model.
 NH1546
 NH1546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1546
 NH1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1546
 NH1546.The ellipsoidal height was determined by GPS observations
 NH1546.and is referenced to NAD 83.
 NH1546
 NH1546.The geoid height was determined by GEOID03.
 NH1546
 NH1546;                    North         East     Units Scale Factor Converg.
 NH1546;SPC IL W     -   647,707.347   736,610.672   MT  0.99995766   +0 18 03.3
 NH1546;SPC IL W     - 2,125,019.85  2,416,696.85   sFT  0.99995766   +0 18 03.3
 NH1546;SPC WI S     -    55,577.718   622,914.166   MT  1.00005523   +0 11 29.5
 NH1546;SPC WI S     -   182,341.23  2,043,677.56   sFT  1.00005523   +0 11 29.5
 NH1546;UTM  16      - 4,708,874.682   276,397.660   MT  1.00021519   -1 50 21.1
 NH1546
 NH1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1546!SPC IL W     -   0.99995827  x   0.99995766  =   0.99991594
 NH1546!SPC WI S     -   0.99995827  x   1.00005523  =   1.00001350
 NH1546!UTM  16      -   0.99995827  x   1.00021519  =   1.00017345
 NH1546
 NH1546:                Primary Azimuth Mark                     Grid Az
 NH1546:SPC IL W     -  MONROE GREEN CO HOME TANK                020 40 56.6
 NH1546:SPC WI S     -  MONROE GREEN CO HOME TANK                020 47 30.4
 NH1546:UTM  16      -  MONROE GREEN CO HOME TANK                022 49 21.0
 NH1546
 NH1546|---------------------------------------------------------------------|
 NH1546| PID    Reference Object                     Distance      Geod. Az  |
 NH1546|                                                           dddmmss.s |
 NH1546| NH1590 MONROE GREEN CO HOME TANK           APPROX.14.7 KM 0205859.9 |
 NH1546| NH1593 MONROE CARL MARTY AND CO TANK       APPROX.13.8 KM 0292338.1 |
 NH1546| NH1592 MONROE METH EPIS CH SPIRE           APPROX.13.0 KM 0294254.4 |
 NH1546| NH1591 MONROE GREEN CO CTHSE TWR           APPROX.13.1 KM 0304503.1 |
 NH1546| CJ7985 HOWE RM 1                            31.961 METERS 06052     |
 NH1546| CJ7984 HOWE AZ MK                                         1151752.8 |
 NH1546| NH1566 LENA WATERWORKS TANK                APPROX.15.9 KM 2133200.1 |
 NH1546| NH1565 LENA ST JOSEPH CH TOWER             APPROX.15.7 KM 2134140.7 |
 NH1546| CJ7986 HOWE RM 2                            20.772 METERS 34207     |
 NH1546|---------------------------------------------------------------------|
 NH1546
 NH1546                          SUPERSEDED SURVEY CONTROL
 NH1546
 NH1546  ELLIP H (09/15/98)  266.13   (m)                       GP(       ) 3 1
 NH1546  NAD 83(1997)-  42 29 59.75847(N)    089 43 16.50563(W) AD(       ) 1
 NH1546  NAD 83(1986)-  42 29 59.75489(N)    089 43 16.50372(W) AD(       ) 1
 NH1546  NAD 27      -  42 29 59.71900(N)    089 43 16.07400(W) AD(       ) 1
 NH1546  NGVD 29 (07/19/86)  299.67   (m)          983.2    (f) LEVELING    3  
 NH1546
 NH1546.Superseded values are not recommended for survey control.
 NH1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1546.See file dsdata.txt to determine how the superseded data were derived.
 NH1546
 NH1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBN7639808875(NAD 83)
 NH1546_MARKER: DS = TRIANGULATION STATION DISK
 NH1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1546_PROJECTION: FLUSH
 NH1546_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NH1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1546+STABILITY: SURFACE MOTION
 NH1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1546+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1996
 NH1546
 NH1546  HISTORY     - Date     Condition        Report By
 NH1546  HISTORY     - 1935     MONUMENTED       CGS
 NH1546  HISTORY     - 1961     GOOD             USGS
 NH1546  HISTORY     - 1970     GOOD             LOCENG
 NH1546  HISTORY     - 19960816 GOOD             SECI
 NH1546  HISTORY     - 19960919 GOOD             USPSQD
 NH1546  HISTORY     - 20011210 MARK NOT FOUND   USPSQD
 NH1546
 NH1546                          STATION DESCRIPTION
 NH1546
 NH1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1546'THIS STATION IS ABOUT 4 MILES NORTHWEST OF ORANGEVILLE.  IN THE
 NH1546'NORTHEAST 1/4 SECTION 20 T 29 N R 7 E.  IN THE NORTH EDGE OF A
 NH1546'FIELD OWNED BY QUINCY HOWE.  THE MARK IS 1 FOOT SOUTH OF THE
 NH1546'SOUTH RIGHT-OF-WAY FENCE OF AN EAST-WEST ROAD.  ABOUT 1/4 MILE
 NH1546'SOUTH OF THE ILLINOIS-WISCONSIN BOUNDARY.  ABOUT 100 YARDS EAST
 NH1546'OF MR. HOWES HOUSE.  33 FEET SOUTH OF THE CENTERLINE OF THE
 NH1546'ROAD.  185 FEET EAST OF THE NORTHEAST CORNER OF A GARDEN LOT.
 NH1546'AND PROJECTS 2 INCHES.
 NH1546'
 NH1546'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1546'TABLETS SET IN CONCRETE.
 NH1546'
 NH1546'REFERENCE MARK 1 IS NORTHEAST OF THE STATION.  1 FOOT NORTH OF
 NH1546'THE NORTH RIGHT-OF-WAY FENCE.  113.38 FEET EAST OF REFERENCE
 NH1546'MARK 2.  AND PROJECTS 4 INCHES.
 NH1546'
 NH1546'REFERENCE MARK 2 IS NORTH NORTHWEST OF THE STATION.  1 FOOT NORTH
 NH1546'OF THE NORTH RIGHT-OF-WAY FENCE.  AND PROJECTS 3 INCHES.
 NH1546'
 NH1546'THE AZIMUTH MARK IS EAST SOUTHEAST OF THE STATION.  1 FOOT EAST
 NH1546'OF THE WEST RIGHT-OF-WAY FENCE OF A NORTH-SOUTH ROAD.  19
 NH1546'YARDS SOUTHWEST OF A 3-FOOT ELM TREE IN THE EAST RIGHT-OF-WAY
 NH1546'FENCE.  0.15 MILE SOUTH OF A T INTERSECTION.  AND PROJECTS 2
 NH1546'INCHES.
 NH1546'
 NH1546'TO REACH FROM ORANGEVILLE, GO NORTH AND NORTHWESTERLY ON ROUTE
 NH1546'74 2.1 MILES, TURN WEST AND GO 2.95 MILES TO THE STATION.
 NH1546'
 NH1546'A LIGHT 100 FEET ABOVE VOGHT COMES INTO VIEW 25 FEET ABOVE THIS
 NH1546'STATION.
 NH1546'
 NH1546'LIGHTS 100 FEET ABOVE TAYLOR AND DAMASCUS COME INTO VIEW 20
 NH1546'FEET ABOVE THIS STATION.
 NH1546'
 NH1546'LIGHTS 100 FEET ABOVE SENN AND BROWN, AND 87 FEET ABOVE MONROE
 NH1546'ARE VISIBLE FROM THE GROUND AT THIS STATION.
 NH1546
 NH1546                          STATION RECOVERY (1961)
 NH1546
 NH1546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NH1546'STATION AND AZIMUTH MARKS WERE FOUND AS DESCRIBED IN GOOD CONDITION,
 NH1546'BUT BOTH REFERENCE MARKS 1 AND 2 WERE OUT OF THE GROUND AND
 NH1546'LYING IN ROAD DITCH.
 NH1546
 NH1546                          STATION RECOVERY (1970)
 NH1546
 NH1546'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (WCB)
 NH1546'STATION RECOVERED BY INTERNATIONAL AERIAL MAPPING COMPANY.
 NH1546'
 NH1546'HOWE 1935 GOOD.
 NH1546'
 NH1546'HOWE 1935 AZIMUTH MARK-GOOD.
 NH1546
 NH1546                          STATION RECOVERY (1996)
 NH1546
 NH1546'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1546'RECOVERED AS DESCRIBED.
 NH1546
 NH1546                          STATION RECOVERY (1996)
 NH1546
 NH1546'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1546'RECOVERED IN GOOD CONDITION.
 NH1546
 NH1546                          STATION RECOVERY (2001)
 NH1546
 NH1546'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1546'RM 1, RM 2, WERE NOT FOUND. THE AZ MARK WAS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1897 ***********************************************************************
 JB1897  DESIGNATION -  HOYLE
 JB1897  PID         -  JB1897
 JB1897  STATE/COUNTY-  IL/WASHINGTON
 JB1897  USGS QUAD   -  HOYLETON (1974)
 JB1897
 JB1897                         *CURRENT SURVEY CONTROL
 JB1897  ___________________________________________________________________
 JB1897* NAD 83(1997)-  38 29 37.34016(N)    089 16 09.50982(W)     ADJUSTED  
 JB1897* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 JB1897  ___________________________________________________________________
 JB1897  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 JB1897  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JB1897
 JB1897  HORZ ORDER  -  THIRD
 JB1897
 JB1897.The horizontal coordinates were established by classical geodetic methods
 JB1897.and adjusted by the National Geodetic Survey in October 1999..
 JB1897
 JB1897.The orthometric height was scaled from a topographic map.
 JB1897
 JB1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1897
 JB1897.The geoid height was determined by GEOID03.
 JB1897
 JB1897;                    North         East     Units Scale Factor Converg.
 JB1897;SPC IL W     -   203,150.094   778,281.989   MT  1.00001662   +0 33 30.9
 JB1897;SPC IL W     -   666,501.60  2,553,413.49   sFT  1.00001662   +0 33 30.9
 JB1897;UTM  16      - 4,263,035.165   302,092.153   MT  1.00008237   -1 24 46.6
 JB1897
 JB1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1897!SPC IL W     -   0.99998332  x   1.00001662  =   0.99999994
 JB1897!UTM  16      -   0.99998332  x   1.00008237  =   1.00006568
 JB1897
 JB1897|---------------------------------------------------------------------|
 JB1897| PID    Reference Object                     Distance      Geod. Az  |
 JB1897|                                                           dddmmss.s |
 JB1897| CI3878 HOYLE RM 1                           10.600 METERS 08924     |
 JB1897| JB1898 HOYLETON METH CHURCH SPIRE          APPROX. 5.3 KM 1811508.9 |
 JB1897| JB1899 HOYLETON ZION EVAN REF CHURCH       APPROX. 5.7 KM 1821953.4 |
 JB1897| JB1896 HOYLETON TRINITY LUTH CH SPIRE      APPROX. 5.5 KM 1845516.4 |
 JB1897| CI3879 HOYLE RM 2                           15.964 METERS 34228     |
 JB1897|---------------------------------------------------------------------|
 JB1897
 JB1897                          SUPERSEDED SURVEY CONTROL
 JB1897
 JB1897  NAD 83(1986)-  38 29 37.35537(N)    089 16 09.50737(W) AD(       ) 3
 JB1897  NAD 27      -  38 29 37.18665(N)    089 16 09.22257(W) AD(       ) 3
 JB1897
 JB1897.Superseded values are not recommended for survey control.
 JB1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1897.See file dsdata.txt to determine how the superseded data were derived.
 JB1897
 JB1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0209263035(NAD 83)
 JB1897_MARKER: DS = TRIANGULATION STATION DISK
 JB1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1897_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1897
 JB1897  HISTORY     - Date     Condition        Report By
 JB1897  HISTORY     - 1962     MONUMENTED       CGS
 JB1897
 JB1897                          STATION DESCRIPTION
 JB1897
 JB1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1897'THE STATION IS ABOUT 3.5 MILES NORTH OF HOYLETON, IN THE NORTHWEST
 JB1897'1/4 OF SECTION 36, T. 1 N., R 2 W., AND IS ON THE ROAD
 JB1897'RIGHT-OF-WAY.  IT IS 49 FEET SOUTHEAST
 JB1897'OF A POWER POLE, 23 FEET SOUTH OF THE CENTERLINE
 JB1897'OF A GRAVELED ROAD, 9 FEET WEST OF A TELEPHONE POLE AND 8 FEET
 JB1897'WEST OF A WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 JB1897'STAMPED HOYLE 1962.
 JB1897'
 JB1897'TO REACH FROM THE POST OFFICE IN HOYLETON, GO WEST ON STATE HIGHWAY
 JB1897'177 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 JB1897'PAVED ROAD FOR 3.45 MILES TO A CROSSROAD AND THE TT 83 S (USGS)
 JB1897'BENCH MARK IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO EAST ON A
 JB1897'GRAVELED ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 JB1897'
 JB1897'REFERENCE MARK 1 IS 27 FEET EAST OF THE WITNESS POST AND THE
 JB1897'TELEPHONE POLE, AND 25 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 JB1897'ROAD.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HOYLE NO 1
 JB1897'1962.
 JB1897'
 JB1897'REFERENCE MARK 2 IS 53 FEET NORTHWEST OF THE WITNESS POST, 23 FEET
 JB1897'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 52 FEET NORTHWEST
 JB1897'OF THE TELEPHONE POLE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 JB1897'IS STAMPED HOYLE NO 2 1962.
 JB1897'
 JB1897'TT 83 S (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 JB1897'STAMPED TT 83 S 1928 RESET 1954, SET IN A 6 X 6 INCH CONCRETE POST
 JB1897'THAT IS FLUSH WITH THE GROUND.  IT IS 41 FEET WEST OF THE
 JB1897'CENTERLINE OF A PAVED ROAD, 30 FEET NORTH OF THE CENTERLINE OF A
 JB1897'GRAVELED ROAD AND 2 FEET NORTHWEST OF A FENCE CORNER.
 JB1897'
 JB1897'TT 83 S (USGS) WAS USED FOR AN AZIMUTH MARK.
 JB1897'
 JB1897'NO PICTURE POINT AVAILABLE.
 JB1897'
 JB1897'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1895 ***********************************************************************
 JB1895  DESIGNATION -  HOYLETON
 JB1895  PID         -  JB1895
 JB1895  STATE/COUNTY-  IL/WASHINGTON
 JB1895  USGS QUAD   -  HOYLETON (1974)
 JB1895
 JB1895                         *CURRENT SURVEY CONTROL
 JB1895  ___________________________________________________________________
 JB1895* NAD 83(1997)-  38 26 49.57780(N)    089 16 18.86875(W)     ADJUSTED  
 JB1895* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 JB1895  ___________________________________________________________________
 JB1895  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JB1895  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 JB1895
 JB1895  HORZ ORDER  -  SECOND
 JB1895
 JB1895.The horizontal coordinates were established by classical geodetic methods
 JB1895.and adjusted by the National Geodetic Survey in October 1999..
 JB1895
 JB1895.The orthometric height was scaled from a topographic map.
 JB1895
 JB1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1895
 JB1895.The geoid height was determined by GEOID03.
 JB1895
 JB1895;                    North         East     Units Scale Factor Converg.
 JB1895;SPC IL W     -   197,975.122   778,105.456   MT  1.00001628   +0 33 23.0
 JB1895;SPC IL W     -   649,523.38  2,552,834.32   sFT  1.00001628   +0 33 23.0
 JB1895;UTM  16      - 4,257,868.978   301,737.759   MT  1.00008410   -1 24 47.2
 JB1895
 JB1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1895!SPC IL W     -   0.99997968  x   1.00001628  =   0.99999596
 JB1895!UTM  16      -   0.99997968  x   1.00008410  =   1.00006378
 JB1895
 JB1895:                Primary Azimuth Mark                     Grid Az
 JB1895:SPC IL W     -  HOFFMAN GAS PLINE CO MAST                001 33 21.2
 JB1895:UTM  16      -  HOFFMAN GAS PLINE CO MAST                003 31 31.4
 JB1895
 JB1895|---------------------------------------------------------------------|
 JB1895| PID    Reference Object                     Distance      Geod. Az  |
 JB1895|                                                           dddmmss.s |
 JB1895| JB1848 HOFFMAN GAS PLINE CO MAST           APPROX. 9.5 KM 0020644.2 |
 JB1895| JB1831 JUNCTION CITY MARION MINES STK      APPROX.19.0 KM 0411448.1 |
 JB1895| JB1832 CENTRALIA RADIO STA KSJ 56 TWR      APPROX.16.2 KM 0451958.1 |
 JB1895| JB1839 CENTRALIA RAD STA KSD 288 MAST      APPROX.13.9 KM 0453626.1 |
 JB1895| JB1835 CENTRALIA SIEGLER CORP TANK         APPROX.15.0 KM 0470625.3 |
 JB1895| JB1841 CENTRALIA FOREST CITY MFG TANK      APPROX.15.8 KM 0501640.7 |
 JB1895| JB1838 CENTRALIA ST MARYS CATH CH          APPROX.15.2 KM 0534646.6 |
 JB1895| JB1840 CENTRALIA MUNICIPAL TANK            APPROX.14.6 KM 0541437.6 |
 JB1895| JB1833 WAMAC ILLINOIS CENTRAL STACK        APPROX.12.6 KM 0615530.0 |
 JB1895| JB1898 HOYLETON METH CHURCH SPIRE          192.411 METERS 14459     |
 JB1895| JB1899 HOYLETON ZION EVAN REF CHURCH       APPROX. 0.5 KM 1803619.1 |
 JB1895| CI3881 HOYLETON RM 1                        28.625 METERS 19057     |
 JB1895| JB1904 NASHVILLE SW MUNICIPAL TANK         APPROX.15.2 KM 2201555.7 |
 JB1895| JB1902 NASHVILLE NE MUNICIPAL TANK         APPROX.14.9 KM 2201822.4 |
 JB1895| JB1896 HOYLETON TRINITY LUTH CH SPIRE      369.147 METERS 22103     |
 JB1895| CI3882 HOYLETON RM 2                        25.593 METERS 27348     |
 JB1895| CI3880 HOYLETON AZ MK                                     3384059.3 |
 JB1895|---------------------------------------------------------------------|
 JB1895
 JB1895                          SUPERSEDED SURVEY CONTROL
 JB1895
 JB1895  NAD 83(1986)-  38 26 49.59382(N)    089 16 18.86672(W) AD(       ) 2
 JB1895  NAD 27      -  38 26 49.41507(N)    089 16 18.58176(W) AD(       ) 2
 JB1895
 JB1895.Superseded values are not recommended for survey control.
 JB1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1895.See file dsdata.txt to determine how the superseded data were derived.
 JB1895
 JB1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0173857869(NAD 83)
 JB1895_MARKER: DS = TRIANGULATION STATION DISK
 JB1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1895
 JB1895  HISTORY     - Date     Condition        Report By
 JB1895  HISTORY     - 1962     MONUMENTED       CGS
 JB1895
 JB1895                          STATION DESCRIPTION
 JB1895
 JB1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1895'THE STATION IS IN THE NORTH EDGE OF HOYLETON, ON CITY PROPERTY AND IS
 JB1895'IN THE CITY PARK, IN THE NORTHWEST 1/4 OF SECTION 13, T. 1 S., R.
 JB1895'2 W..  IT IS 60 FEET WEST OF THE NORTHWEST OF A TENNIS COURT, 50
 JB1895'FEET NORTHEAST OF A 14 INCH CEDAR TREE, 34 FEET SOUTH OF THE
 JB1895'CENTERLINE OF A PAVED STREET AND 26 FEET SOUTHWEST OF A 30 INCH
 JB1895'ELM TREE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HOYLETON
 JB1895'1962.
 JB1895'
 JB1895'TO REACH FROM THE POST OFFICE IN HOYLETON, GO EAST ON STATE HIGHWAY
 JB1895'177 FOR 0.05 MILE TO A CROSS-STREET.  TURN LEFT AND GO NORTH ON A
 JB1895'PAVED STREET FOR 0.35 MILE TO A T-STREET.  TURN RIGHT AND GO EAST
 JB1895'ON A PAVED STREET FOR 0.05 MILE TO THE STATION ON THE RIGHT JUST
 JB1895'WEST OF AN ASPHALT TENNIS COURT.
 JB1895'
 JB1895'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE PAVED
 JB1895'STREET FOR 0.15 MILE TO A CROSS-STREET.  TURN RIGHT AND GO NORTH ON
 JB1895'A PAVED ROAD FOR 0.3 MILE TO MARK ON THE RIGHT AT A POWER POLE WITH
 JB1895'A TRANSFORMER.
 JB1895'
 JB1895'REFERENCE MARK 1 IS 50 FEET SOUTHEAST OF A 36 INCH ELM TREE, 23 FEET
 JB1895'NORTH OF THE NORTHWEST CORNER OF A FRAME BUILDING AND 15 FEET
 JB1895'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME BUILDING.  THE
 JB1895'MONUMENT IS FLUSH AND THE DISK IS STAMPED HOYLETON NO 1 1962.
 JB1895'
 JB1895'REFERENCE MARK 2 IS 57 FEET NORTHWEST OF THE 14 INCH CEDAR TREE, 30
 JB1895'FEET SOUTH OF THE CENTERLINE OF THE PAVED STREET AND 8 FEET
 JB1895'SOUTHEAST OF A 36 INCH ELM TREE.  THE MONUMENT IS FLUSH AND THE DISK
 JB1895'IS STAMPED HOYLETON NO 2 1962.
 JB1895'
 JB1895'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 1
 JB1895'FEET SOUTHEAST OF A POWER POLE WITH TRANSFORMER AND 3 FEET SOUTHEAST
 JB1895'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 JB1895'STAMPED HOYLETON 1962.
 JB1895'
 JB1895'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1898 ***********************************************************************
 JB1898  DESIGNATION -  HOYLETON METH CHURCH SPIRE
 JB1898  PID         -  JB1898
 JB1898  STATE/COUNTY-  IL/WASHINGTON
 JB1898  USGS QUAD   -  HOYLETON (1974)
 JB1898
 JB1898                         *CURRENT SURVEY CONTROL
 JB1898  ___________________________________________________________________
 JB1898* NAD 83(1997)-  38 26 44.46724(N)    089 16 14.31576(W)     ADJUSTED  
 JB1898* NAVD 88     -                                                        
 JB1898  ___________________________________________________________________
 JB1898  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JB1898  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 JB1898
 JB1898  HORZ ORDER  -  THIRD
 JB1898
 JB1898.The horizontal coordinates were established by classical geodetic methods
 JB1898.and adjusted by the National Geodetic Survey in October 1999..
 JB1898
 JB1898
 JB1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1898
 JB1898.The geoid height was determined by GEOID03.
 JB1898
 JB1898;                    North         East     Units Scale Factor Converg.
 JB1898;SPC IL W     -   197,818.618   778,217.390   MT  1.00001649   +0 33 25.7
 JB1898;SPC IL W     -   649,009.92  2,553,201.55   sFT  1.00001649   +0 33 25.7
 JB1898;SPC IL E     -   197,861.166   218,175.707   MT  1.00005742   -0 34 58.2
 JB1898;SPC IL E     -   649,149.51    715,798.13   sFT  1.00005742   -0 34 58.2
 JB1898;UTM  16      - 4,257,708.708   301,844.256   MT  1.00008358   -1 24 44.2
 JB1898
 JB1898                          SUPERSEDED SURVEY CONTROL
 JB1898
 JB1898  NAD 83(1986)-  38 26 44.48341(N)    089 16 14.31375(W) AD(       ) 4
 JB1898  NAD 27      -  38 26 44.30435(N)    089 16 14.02863(W) AD(       ) 3
 JB1898
 JB1898.Superseded values are not recommended for survey control.
 JB1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1898.See file dsdata.txt to determine how the superseded data were derived.
 JB1898
 JB1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0184457709(NAD 83)
 JB1898_MARKER: 90 = CHURCH SPIRE
 JB1898
 JB1898  HISTORY     - Date     Condition        Report By
 JB1898  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1898
 JB1898                          STATION DESCRIPTION
 JB1898
 JB1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1898'THE STATION IS THE CENTER OF A WEATHER VANE AT THE APEX OF A WHITE
 JB1898'FRAME SPIRE AND CHURCH WITH A GREEN ROOF.  THE OVERALL HEIGHT IS
 JB1898'APPROXIMATELY 75 FEET.  IT IS LOCATED IN THE NORTHEAST RESIDENTIAL
 JB1898'SECTION OF HOYLETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1896 ***********************************************************************
 JB1896  DESIGNATION -  HOYLETON TRINITY LUTH CH SPIRE
 JB1896  PID         -  JB1896
 JB1896  STATE/COUNTY-  IL/WASHINGTON
 JB1896  USGS QUAD   -  HOYLETON (1974)
 JB1896
 JB1896                         *CURRENT SURVEY CONTROL
 JB1896  ___________________________________________________________________
 JB1896* NAD 83(1997)-  38 26 40.54922(N)    089 16 28.86561(W)     ADJUSTED  
 JB1896* NAVD 88     -                                                        
 JB1896  ___________________________________________________________________
 JB1896  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 JB1896  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB1896
 JB1896  HORZ ORDER  -  THIRD
 JB1896
 JB1896.The horizontal coordinates were established by classical geodetic methods
 JB1896.and adjusted by the National Geodetic Survey in October 1999..
 JB1896
 JB1896
 JB1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1896
 JB1896.The geoid height was determined by GEOID03.
 JB1896
 JB1896;                    North         East     Units Scale Factor Converg.
 JB1896;SPC IL W     -   197,694.387   777,865.744   MT  1.00001582   +0 33 16.6
 JB1896;SPC IL W     -   648,602.33  2,552,047.86   sFT  1.00001582   +0 33 16.6
 JB1896;SPC IL E     -   197,743.951   217,821.644   MT  1.00005813   -0 35 07.2
 JB1896;SPC IL E     -   648,764.95    714,636.51   sFT  1.00005813   -0 35 07.2
 JB1896;UTM  16      - 4,257,596.628   301,488.524   MT  1.00008532   -1 24 53.2
 JB1896
 JB1896                          SUPERSEDED SURVEY CONTROL
 JB1896
 JB1896  NAD 83(1986)-  38 26 40.56539(N)    089 16 28.86358(W) AD(       ) 4
 JB1896  NAD 27      -  38 26 40.38579(N)    089 16 28.57930(W) AD(       ) 3
 JB1896
 JB1896.Superseded values are not recommended for survey control.
 JB1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1896.See file dsdata.txt to determine how the superseded data were derived.
 JB1896
 JB1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0148957597(NAD 83)
 JB1896_MARKER: 91 = CHURCH CROSS
 JB1896
 JB1896  HISTORY     - Date     Condition        Report By
 JB1896  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1896
 JB1896                          STATION DESCRIPTION
 JB1896
 JB1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1896'THE STATION IS THE CENTER OF A GOLD COLORED CROSS AT THE APEX OF A
 JB1896'RED BRICK SPIRE AND CHURCH WITH A GREEN ROOF.  THE OVERALL HEIGHT IS
 JB1896'160 FEET.  IT IS LOCATED IN THE NORTHWEST EDGE OF THE RESIDENTIAL
 JB1896'SECTION OF HOYLETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1899 ***********************************************************************
 JB1899  DESIGNATION -  HOYLETON ZION EVAN REF CHURCH
 JB1899  PID         -  JB1899
 JB1899  STATE/COUNTY-  IL/WASHINGTON
 JB1899  USGS QUAD   -  HOYLETON (1974)
 JB1899
 JB1899                         *CURRENT SURVEY CONTROL
 JB1899  ___________________________________________________________________
 JB1899* NAD 83(1997)-  38 26 31.99541(N)    089 16 19.10494(W)     ADJUSTED  
 JB1899* NAVD 88     -                                                        
 JB1899  ___________________________________________________________________
 JB1899  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 JB1899  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB1899
 JB1899  HORZ ORDER  -  THIRD
 JB1899
 JB1899.The horizontal coordinates were established by classical geodetic methods
 JB1899.and adjusted by the National Geodetic Survey in October 1999..
 JB1899
 JB1899
 JB1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1899
 JB1899.The geoid height was determined by GEOID03.
 JB1899
 JB1899;                    North         East     Units Scale Factor Converg.
 JB1899;SPC IL W     -   197,432.936   778,104.993   MT  1.00001628   +0 33 22.6
 JB1899;SPC IL W     -   647,744.56  2,552,832.80   sFT  1.00001628   +0 33 22.6
 JB1899;SPC IL E     -   197,477.781   218,055.653   MT  1.00005766   -0 35 01.0
 JB1899;SPC IL E     -   647,891.69    715,404.25   sFT  1.00005766   -0 35 01.0
 JB1899;UTM  16      - 4,257,327.091   301,718.662   MT  1.00008419   -1 24 46.8
 JB1899
 JB1899                          SUPERSEDED SURVEY CONTROL
 JB1899
 JB1899  NAD 83(1986)-  38 26 32.01158(N)    089 16 19.10294(W) AD(       ) 4
 JB1899  NAD 27      -  38 26 31.82940(N)    089 16 18.81844(W) AD(       ) 3
 JB1899
 JB1899.Superseded values are not recommended for survey control.
 JB1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1899.See file dsdata.txt to determine how the superseded data were derived.
 JB1899
 JB1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH0171957327(NAD 83)
 JB1899_MARKER: 91 = CHURCH CROSS
 JB1899
 JB1899  HISTORY     - Date     Condition        Report By
 JB1899  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1899
 JB1899                          STATION DESCRIPTION
 JB1899
 JB1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1899'THE STATION IS THE CENTER OF A GOLD COLORED CROSS AT THE APEX OF A
 JB1899'RED BRICK AND GREY ROOF SPIRE.  THE OVERALL HEIGHT IS APPROXIMATELY
 JB1899'125 FEET.  IT IS LOCATED NEAR THE CENTER OF HOYLETON AND IS ON THE
 JB1899'NORTH SIDE OF STATE HIGHWAY 177.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1153 ***********************************************************************
 JB1153  DESIGNATION -  HUCK
 JB1153  PID         -  JB1153
 JB1153  STATE/COUNTY-  IL/WASHINGTON
 JB1153  USGS QUAD   -  HOYLETON (1974)
 JB1153
 JB1153                         *CURRENT SURVEY CONTROL
 JB1153  ___________________________________________________________________
 JB1153* NAD 83(1997)-  38 23 39.96789(N)    089 20 09.60867(W)     ADJUSTED  
 JB1153* NAVD 88     -       148.307  (meters)     486.57   (feet)  ADJUSTED  
 JB1153  ___________________________________________________________________
 JB1153  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 JB1153  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB1153  DYNAMIC HT  -         148.213 (meters)     486.26  (feet)  COMP
 JB1153  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JB1153
 JB1153  HORZ ORDER  -  SECOND
 JB1153  VERT ORDER  -  SECOND    CLASS 0
 JB1153
 JB1153.The horizontal coordinates were established by classical geodetic methods
 JB1153.and adjusted by the National Geodetic Survey in October 1999..
 JB1153
 JB1153.The orthometric height was determined by differential leveling
 JB1153.and adjusted by the National Geodetic Survey in June 1991..
 JB1153
 JB1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1153
 JB1153.The geoid height was determined by GEOID03.
 JB1153
 JB1153.The dynamic height is computed by dividing the NAVD 88
 JB1153.geopotential number by the normal gravity value computed on the
 JB1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1153.degrees latitude (g = 980.6199 gals.).
 JB1153
 JB1153.The modeled gravity was interpolated from observed gravity values.
 JB1153
 JB1153;                    North         East     Units Scale Factor Converg.
 JB1153;SPC IL W     -   192,076.398   772,563.095   MT  1.00000600   +0 30 57.3
 JB1153;SPC IL W     -   630,170.65  2,534,650.75   sFT  1.00000600   +0 30 57.3
 JB1153;UTM  16      - 4,252,163.605   295,995.560   MT  1.00011256   -1 27 04.8
 JB1153
 JB1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1153!SPC IL W     -   0.99998147  x   1.00000600  =   0.99998747
 JB1153!UTM  16      -   0.99998147  x   1.00011256  =   1.00009402
 JB1153
 JB1153:                Primary Azimuth Mark                     Grid Az
 JB1153:SPC IL W     -  HOYLETON TRINITY LUTH CH SPIRE           043 20 46.7
 JB1153:UTM  16      -  HOYLETON TRINITY LUTH CH SPIRE           045 18 48.8
 JB1153
 JB1153|---------------------------------------------------------------------|
 JB1153| PID    Reference Object                     Distance      Geod. Az  |
 JB1153|                                                           dddmmss.s |
 JB1153| JB1896 HOYLETON TRINITY LUTH CH SPIRE      APPROX. 7.7 KM 0435144.0 |
 JB1153| JB1155 HUCK RM 1                            45.275 METERS 04441     |
 JB1153| JB1156 HUCK AZ MK                                         0791120.5 |
 JB1153| JB1154 HUCK RM 2                            37.910 METERS 12442     |
 JB1153| CI3886 HUCK RM 3                            37.911 METERS 12442     |
 JB1153|---------------------------------------------------------------------|
 JB1153
 JB1153                          SUPERSEDED SURVEY CONTROL
 JB1153
 JB1153  NAD 83(1986)-  38 23 39.98275(N)    089 20 09.60754(W) AD(       ) 2
 JB1153  NAD 27      -  38 23 39.80129(N)    089 20 09.30993(W) AD(       ) 2
 JB1153  NGVD 29 (??/??/92)  148.429  (m)          486.97   (f) ADJ UNCH    2 0
 JB1153
 JB1153.Superseded values are not recommended for survey control.
 JB1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1153.See file dsdata.txt to determine how the superseded data were derived.
 JB1153
 JB1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9599652164(NAD 83)
 JB1153_MARKER: DE = TRAVERSE STATION DISK
 JB1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1153_STAMPING: HUCK 1961
 JB1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1153+STABILITY: SURFACE MOTION
 JB1153
 JB1153  HISTORY     - Date     Condition        Report By
 JB1153  HISTORY     - 1961     MONUMENTED       CGS
 JB1153  HISTORY     - 1961     GOOD             CGS
 JB1153  HISTORY     - 1973     GOOD             NGS
 JB1153
 JB1153                          STATION DESCRIPTION
 JB1153
 JB1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1153'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF NASHVILLE, ABOUT
 JB1153'3-1/2 MILES SOUTHEAST OF NEW MINDEN, ABOUT 3-1/2 MILES SOUTH OF
 JB1153'STATE ROUTE 177, ABOUT 2.0 MILES EAST OF STATE ROUTE 127 AND ON
 JB1153'LAND OWNED BY ED HUCK.
 JB1153'
 JB1153'TO REACH FROM THE JUNCTION OF STATE ROUTES 177 AND 127 IN THE NORTH
 JB1153'EDGE OF NEW MINDEN, GO SOUTH ON STATE ROUTE 127 FOR 2.55 MILES TO A
 JB1153'SIDE ROAD LEFT AND SIGN ON RIGHT HUEGELY 3 M, TURN LEFT AND GO EAST
 JB1153'ON MAIN ROAD FOR 1.7 MILES TO CROSSROAD, TURN RIGHT AND GO SOUTH,
 JB1153'SOUTHEAST AND THEN SOUTH FOR 0.95 MILE TO STATION ON RIGHT IN ED
 JB1153'HUCKS ORCHARD.
 JB1153'
 JB1153'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED HUCK 1961, IS
 JB1153'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET BELOW
 JB1153'THE SURFACE OF THE GROUND ABOUT 15 INCHES.  THE MARK IS 81 FEET
 JB1153'WEST OF THE CENTER OF ROAD, 71.5 FEET SOUTH OF THE THIRD APPLE TREE
 JB1153'WHICH IS NORTH OF THE NORTHEAST CORNER OF HOUSE, 41 FEET NORTH OF
 JB1153'THE SECOND APPLE TREE WHICH IS NORTH OF THE NORTHEAST CORNER OF
 JB1153'HOUSE, 196 FEET NORTH OF THE NORTHEAST CORNER OF HOUSE AND 155 FEET
 JB1153'NORTH OF THE CENTER OF DRIVEWAY.
 JB1153'
 JB1153'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED HUCK NO 1
 JB1153'1961, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 JB1153'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 49.6 FEET
 JB1153'EAST OF THE POWER POLE, 23 FEET EAST OF THE CENTER OF ROAD, 19 FEET
 JB1153'SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT SOUTHWEST OF THE
 JB1153'FENCE CORNER.
 JB1153'
 JB1153'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED HUCK NO 2
 JB1153'1961, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 JB1153'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 172 FEET
 JB1153'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE, 21 FEET EAST OF THE
 JB1153'CENTER OF ROAD AND 1 FOOT WEST OF FENCE.
 JB1153'
 JB1153'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED HUCK 1961, IS SET
 JB1153'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 JB1153'THE SURFACE OF THE GROUND.  THE MARK IS 67.5 FEET WEST OF A TWIN
 JB1153'TRUNK 24 INCH TREE, 18 FEET WEST OF THE CENTER OF ROAD AND 2.1
 JB1153'FEET SOUTH-SOUTHWEST OF THE WITNESS POST.
 JB1153'
 JB1153'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 JB1153'ROAD FOR 0.2 MILE TO RAILROAD CROSSING, CONTINUE EAST 0.15 MILE TO
 JB1153'CURVE IN ROAD, TURN LEFT GO NORTH 0.05 MILE TO AZIMUTH MARK ON
 JB1153'LEFT.
 JB1153'
 JB1153'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 JB1153
 JB1153                          STATION RECOVERY (1961)
 JB1153
 JB1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1153'5.2 MI SE FROM NEW MINDEN.
 JB1153'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1153'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 1.7 MILES EAST
 JB1153'ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTHEAST AND SOUTH ALONG
 JB1153'A GRAVEL ROAD, NEAR THE JUNCTION OF A GRAVEL ROAD EAST, AT A
 JB1153'FARM HOUSE WEST OF THE ROAD, 82 FEET WEST OF THE CENTER LINE OF
 JB1153'THE ROAD, 123 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE
 JB1153'GRAVEL ROAD EAST, 155 FEET NORTH OF THE CENTER LINE OF THE FARM
 JB1153'DRIVE, 206 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 JB1153'FARM HOUSE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 JB1153'IN THE TOP OF A CONCRETE POST 14 INCHES BELOW THE LEVEL OF THE
 JB1153'GROUND.
 JB1153
 JB1153                          STATION RECOVERY (1973)
 JB1153
 JB1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JB1153'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 JB1153'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND WITH
 JB1153'THE TOP SHEARED OFF AND THE DISK GONE.  A NEW DISK (REFERENCE MARK
 JB1153'3) WAS SET IN THE POST.  THE DISTANCE AND DIRECTION TO REFERENCE
 JB1153'MARK 1 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 JB1153'
 JB1153'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF NASHVILLE, ON
 JB1153'THE PROPERTY OF MR. ED. HUCK, 119 FEET SOUTHWEST OF A POWER POLE, 81
 JB1153'FEET WEST OF THE CENTERLINE OF GRAVELED ROAD, 155 FEET NORTH OF THE
 JB1153'CENTERLINE OF A DRIVEWAY WEST, 195 FEET NORTH OF THE NORTHEAST
 JB1153'CORNER OF A 2 STORY FRAME HOUSE, 111 FEET NORTHEAST OF THE FEEDER
 JB1153'TUBE ON THE EAST SIDE OF A METAL SILO AND IN A CULTIVATED FIELD.  THE
 JB1153'MONUMENT IS 18 INCHES UNDERGROUND AND THE DISK IS STAMPED HUCK 1961.
 JB1153'
 JB1153'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS, 127 AND
 JB1153'177 AT THE NORTH EDGE OF NEW MINDEN, GO SOUTH ON HIGHWAY 127 FOR
 JB1153'2.55 MILES TO A ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVELED ROAD
 JB1153'FOR 1.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON
 JB1153'PAVED AND GRAVELED ROAD FOR 0.95 MILE TO THE STATION ON THE RIGHT.
 JB1153'
 JB1153'REFERENCE MARK 1 IS 24 FEET EAST OF THE CENTERLINE OF N-S GRAVELED
 JB1153'ROAD, 50 FEET EAST OF THE POWER POLE, 19 FEET SOUTH OF THE
 JB1153'CENTERLINE OF E-W GRAVELED ROAD AND 1 FOOT SOUTH OF A METAL WITNESS
 JB1153'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED HUCK NO 1
 JB1153'1961.
 JB1153'
 JB1153'REFERENCE MARK 3 IS 172 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JB1153'THE HOUSE, 196 FEET SOUTH OF THE CENTERLINE OF THE E-W-ROAD, 21 FEET
 JB1153'EAST OF THE CENTERLINE OF THE N-S ROAD AND 1 FOOT NORTH OF A METAL
 JB1153'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JB1153'STAMPED HUCK 1961 NO 3 1973.
 JB1153'
 JB1153'THE AZIMUTH MARK IS 64 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE
 JB1153'CULVERT AT POINT ROAD TURNS EAST, 16 FEET WEST OF THE CENTERLINE OF
 JB1153'GRADED ROAD AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.  THE
 JB1153'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED HUCK 1961.
 JB1153'
 JB1153'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 JB1153'ROAD FOR 0.2 MILE TO RAILROAD CROSSING.  CONTINUE EAST ON THE
 JB1153'GRAVELED ROAD FOR 0.15 MILE TO POINT ROAD BECOMES GRADED AND TURNS
 JB1153'NORTH.  TURN NORTH ON THE GRADED ROAD FOR 0.05 MILE TO THE MARK ON
 JB1153'THE LEFT.
 JB1153'
 JB1153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 JB1153'SOUTHEAST OF NEW MINDEN.
 JB1153'
 JB1153'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1156 ***********************************************************************
 JB1156  DESIGNATION -  HUCK AZ MK
 JB1156  PID         -  JB1156
 JB1156  STATE/COUNTY-  IL/WASHINGTON
 JB1156  USGS QUAD   -  HOYLETON (1974)
 JB1156
 JB1156                         *CURRENT SURVEY CONTROL
 JB1156  ___________________________________________________________________
 JB1156* NAD 83(1986)-  38 23 44.     (N)    089 19 42.     (W)     SCALED    
 JB1156* NAVD 88     -       146.562  (meters)     480.85   (feet)  ADJUSTED  
 JB1156  ___________________________________________________________________
 JB1156  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB1156  DYNAMIC HT  -         146.469 (meters)     480.54  (feet)  COMP
 JB1156  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 JB1156
 JB1156  VERT ORDER  -  SECOND    CLASS 0
 JB1156
 JB1156.The horizontal coordinates were scaled from a topographic map and have
 JB1156.an estimated accuracy of +/- 6 seconds.
 JB1156
 JB1156.The orthometric height was determined by differential leveling
 JB1156.and adjusted by the National Geodetic Survey in June 1991..
 JB1156
 JB1156.The geoid height was determined by GEOID03.
 JB1156
 JB1156.The dynamic height is computed by dividing the NAVD 88
 JB1156.geopotential number by the normal gravity value computed on the
 JB1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1156.degrees latitude (g = 980.6199 gals.).
 JB1156
 JB1156.The modeled gravity was interpolated from observed gravity values.
 JB1156
 JB1156;                    North         East    Units  Estimated Accuracy
 JB1156;SPC IL W     -   192,210.      773,230.      MT  (+/- 180 meters Scaled)
 JB1156
 JB1156                          SUPERSEDED SURVEY CONTROL
 JB1156
 JB1156  NGVD 29 (??/??/92)  146.684  (m)          481.25   (f) ADJ UNCH    2 0
 JB1156
 JB1156.Superseded values are not recommended for survey control.
 JB1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1156.See file dsdata.txt to determine how the superseded data were derived.
 JB1156
 JB1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH966522(NAD 83)
 JB1156_MARKER: DB = BENCH MARK DISK
 JB1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1156_STAMPING: HUCK 1961
 JB1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1156+STABILITY: SURFACE MOTION
 JB1156
 JB1156  HISTORY     - Date     Condition        Report By
 JB1156  HISTORY     - 1961     MONUMENTED       CGS
 JB1156
 JB1156                          STATION DESCRIPTION
 JB1156
 JB1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1156'5.6 MI SE FROM NEW MINDEN.
 JB1156'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1156'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 1.7 MILES EAST
 JB1156'ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTHEAST AND SOUTH ALONG
 JB1156'A GRAVEL ROAD, THENCE 0.4 MILE EAST AND NORTHEAST ALONG A GRAVEL
 JB1156'ROAD, ABOUT 0.10 MILE NORTHEAST OF A FARM HOUSE, AND AT A SHARP
 JB1156'CURVE IN THE ROAD TO THE EAST, 18 FEET WEST OF THE CENTER LINE
 JB1156'OF THE ROAD, 63 FEET SOUTHWEST AND ACROSS THE ROAD FROM A FENCE
 JB1156'CORNER, 68.5 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE
 JB1156'PIPE CULVERT, 66 FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM A
 JB1156'TWIN TRUNK HEDGE TREE, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 JB1156'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB1156'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1155 ***********************************************************************
 JB1155  DESIGNATION -  HUCK RM 1
 JB1155  PID         -  JB1155
 JB1155  STATE/COUNTY-  IL/WASHINGTON
 JB1155  USGS QUAD   -  HOYLETON (1974)
 JB1155
 JB1155                         *CURRENT SURVEY CONTROL
 JB1155  ___________________________________________________________________
 JB1155* NAD 83(1986)-  38 23 39.     (N)    089 20 09.     (W)     SCALED    
 JB1155* NAVD 88     -       148.746  (meters)     488.01   (feet)  ADJUSTED  
 JB1155  ___________________________________________________________________
 JB1155  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB1155  DYNAMIC HT  -         148.652 (meters)     487.70  (feet)  COMP
 JB1155  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JB1155
 JB1155  VERT ORDER  -  SECOND    CLASS 0
 JB1155
 JB1155.The horizontal coordinates were scaled from a topographic map and have
 JB1155.an estimated accuracy of +/- 6 seconds.
 JB1155
 JB1155.The orthometric height was determined by differential leveling
 JB1155.and adjusted by the National Geodetic Survey in June 1991..
 JB1155
 JB1155.The geoid height was determined by GEOID03.
 JB1155
 JB1155.The dynamic height is computed by dividing the NAVD 88
 JB1155.geopotential number by the normal gravity value computed on the
 JB1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1155.degrees latitude (g = 980.6199 gals.).
 JB1155
 JB1155.The modeled gravity was interpolated from observed gravity values.
 JB1155
 JB1155;                    North         East    Units  Estimated Accuracy
 JB1155;SPC IL W     -   192,050.      772,580.      MT  (+/- 180 meters Scaled)
 JB1155
 JB1155                          SUPERSEDED SURVEY CONTROL
 JB1155
 JB1155  NGVD 29 (??/??/92)  148.868  (m)          488.41   (f) ADJ UNCH    2 0
 JB1155
 JB1155.Superseded values are not recommended for survey control.
 JB1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1155.See file dsdata.txt to determine how the superseded data were derived.
 JB1155
 JB1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH960521(NAD 83)
 JB1155_MARKER: DR = REFERENCE MARK DISK
 JB1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1155_STAMPING: HUCK NO 1 1961
 JB1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1155+STABILITY: SURFACE MOTION
 JB1155
 JB1155  HISTORY     - Date     Condition        Report By
 JB1155  HISTORY     - 1961     MONUMENTED       CGS
 JB1155
 JB1155                          STATION DESCRIPTION
 JB1155
 JB1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1155'5.2 MI SE FROM NEW MINDEN.
 JB1155'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1155'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 1.7 MILES EAST
 JB1155'ALONG A GRAVEL ROAD, THENCE 1.0 MILE SOUTHEAST AND SOUTH ALONG
 JB1155'A GRAVEL ROAD, NEAR THE JUNCTION OF A GRAVEL ROAD EAST, AT A
 JB1155'FARM HOUSE WEST OF THE ROAD, 23.5 FEET EAST OF THE CENTER LINE OF
 JB1155'THE ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD
 JB1155'EAST, 29.5 FEET EAST OF A WIRE BRACED POWER POLE, 0.5 FOOT WEST
 JB1155'OF A FENCE, 148.6 FEET NORTHEAST OF TRAVERSE STATION HUCK, ABOUT
 JB1155'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JB1155'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1154 ***********************************************************************
 JB1154  DESIGNATION -  HUCK RM 2
 JB1154  PID         -  JB1154
 JB1154  STATE/COUNTY-  IL/WASHINGTON
 JB1154  USGS QUAD   -  HOYLETON (1974)
 JB1154
 JB1154                         *CURRENT SURVEY CONTROL
 JB1154  ___________________________________________________________________
 JB1154* NAD 83(1986)-  38 23 39.     (N)    089 20 09.     (W)     SCALED    
 JB1154* NAVD 88     -       148.341  (meters)     486.68   (feet)  ADJUSTED  
 JB1154  ___________________________________________________________________
 JB1154  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB1154  DYNAMIC HT  -         148.247 (meters)     486.37  (feet)  COMP
 JB1154  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JB1154
 JB1154  VERT ORDER  -  SECOND    CLASS 0
 JB1154
 JB1154.The horizontal coordinates were scaled from a topographic map and have
 JB1154.an estimated accuracy of +/- 6 seconds.
 JB1154
 JB1154.The orthometric height was determined by differential leveling
 JB1154.and adjusted by the National Geodetic Survey in June 1991..
 JB1154
 JB1154.The geoid height was determined by GEOID03.
 JB1154
 JB1154.The dynamic height is computed by dividing the NAVD 88
 JB1154.geopotential number by the normal gravity value computed on the
 JB1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1154.degrees latitude (g = 980.6199 gals.).
 JB1154
 JB1154.The modeled gravity was interpolated from observed gravity values.
 JB1154
 JB1154;                    North         East    Units  Estimated Accuracy
 JB1154;SPC IL W     -   192,050.      772,580.      MT  (+/- 180 meters Scaled)
 JB1154
 JB1154                          SUPERSEDED SURVEY CONTROL
 JB1154
 JB1154  NGVD 29 (??/??/92)  148.463  (m)          487.08   (f) ADJ UNCH    2 0
 JB1154
 JB1154.Superseded values are not recommended for survey control.
 JB1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1154.See file dsdata.txt to determine how the superseded data were derived.
 JB1154
 JB1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH960521(NAD 83)
 JB1154_MARKER: DR = REFERENCE MARK DISK
 JB1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1154_STAMPING: HUCK NO 2 1961
 JB1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1154+STABILITY: SURFACE MOTION
 JB1154
 JB1154  HISTORY     - Date     Condition        Report By
 JB1154  HISTORY     - 1961     MONUMENTED       CGS
 JB1154
 JB1154                          STATION DESCRIPTION
 JB1154
 JB1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1154'5.2 MI SE FROM NEW MINDEN.
 JB1154'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1154'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 1.7 MILES EAST ALONG
 JB1154'A GRAVEL ROAD, THENCE 1.0 MILE SOUTHEAST AND SOUTH ALONG A GRAVEL
 JB1154'ROAD, NEAR THE JUNCTION OF A GRAVEL ROAD EAST, AT A FARM HOUSE
 JB1154'WEST OF THE ROAD, 19.5 FEET EAST OF THE CENTER LINE OF THE
 JB1154'ROAD, 89 FEET NORTH OF THE EXTENDED CENTER LINE OF THE FARM
 JB1154'DRIVE, 111 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 0.5
 JB1154'FOOT WEST OF A FENCE, 124.5 FEET SOUTHEAST OF TRAVERSE STATION
 JB1154'HUCK, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB1154'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0827 ***********************************************************************
 LD0827  DESIGNATION -  HUFENDICK
 LD0827  PID         -  LD0827
 LD0827  STATE/COUNTY-  IL/HANCOCK
 LD0827  USGS QUAD   -  TIOGA (1981)
 LD0827
 LD0827                         *CURRENT SURVEY CONTROL
 LD0827  ___________________________________________________________________
 LD0827* NAD 83(1997)-  40 14 24.79636(N)    091 21 02.65010(W)     ADJUSTED  
 LD0827* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 LD0827  ___________________________________________________________________
 LD0827  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 LD0827  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LD0827
 LD0827  HORZ ORDER  -  FIRST
 LD0827
 LD0827.The horizontal coordinates were established by classical geodetic methods
 LD0827.and adjusted by the National Geodetic Survey in October 1999..
 LD0827
 LD0827.The orthometric height was scaled from a topographic map.
 LD0827
 LD0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0827
 LD0827.The geoid height was determined by GEOID03.
 LD0827
 LD0827;                    North         East     Units Scale Factor Converg.
 LD0827;SPC IL W     -   397,332.234   599,247.674   MT  1.00006609   -0 45 53.9
 LD0827;SPC IL W     - 1,303,580.84  1,966,031.74   sFT  1.00006609   -0 45 53.9
 LD0827;SPC MO E     -   489,467.268   177,611.952   MT  0.99999782   -0 32 58.5
 LD0827;SPC IA S     -    28,936.361   682,886.605   MT  1.00008772   +1 24 56.6
 LD0827;UTM  15      - 4,455,724.514   640,289.350   MT  0.99984228   +1 03 56.1
 LD0827
 LD0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0827!SPC IL W     -   0.99996941  x   1.00006609  =   1.00003550
 LD0827!SPC MO E     -   0.99996941  x   0.99999782  =   0.99996723
 LD0827!SPC IA S     -   0.99996941  x   1.00008772  =   1.00005713
 LD0827!UTM  15      -   0.99996941  x   0.99984228  =   0.99981169
 LD0827
 LD0827|---------------------------------------------------------------------|
 LD0827| PID    Reference Object                     Distance      Geod. Az  |
 LD0827|                                                           dddmmss.s |
 LD0827| CL9567 HUFENDICK RM 1                       22.910 METERS 04606     |
 LD0827| CL9568 HUFENDICK RM 2                       55.007 METERS 18437     |
 LD0827| LD0829 HUFENDICK 2                          62.029 METERS 21014     |
 LD0827| LD0830 HUFENDICK 2 AZ MK                   276.319 METERS 35647     |
 LD0827| CL9566 HUFENDICK AZ MK                                    3570641.0 |
 LD0827| AF9254 HUFENDICK AZ MK RESET               APPROX. 0.6 KM 3585920.2 |
 LD0827|---------------------------------------------------------------------|
 LD0827
 LD0827                          SUPERSEDED SURVEY CONTROL
 LD0827
 LD0827  NAD 83(1997)-  40 14 24.79623(N)    091 21 02.65009(W) AD(       ) 1
 LD0827  NAD 83(1986)-  40 14 24.80701(N)    091 21 02.65131(W) AD(       ) 1
 LD0827  NAD 27      -  40 14 24.64300(N)    091 21 02.11200(W) AD(       ) 1
 LD0827
 LD0827.Superseded values are not recommended for survey control.
 LD0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0827.See file dsdata.txt to determine how the superseded data were derived.
 LD0827
 LD0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE4028955725(NAD 83)
 LD0827_MARKER: DS = TRIANGULATION STATION DISK
 LD0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0827_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0827
 LD0827  HISTORY     - Date     Condition        Report By
 LD0827  HISTORY     - 1931     MONUMENTED       CGS
 LD0827  HISTORY     - 1933     GOOD             CGS
 LD0827  HISTORY     - 1934     GOOD             CGS
 LD0827  HISTORY     - 1962     GOOD             CGS
 LD0827  HISTORY     - 1980     GOOD             NGS
 LD0827
 LD0827                          STATION DESCRIPTION
 LD0827
 LD0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 LD0827'ABOUT 4-1/2 MILES NE OF LIMA AND 2 MILES N OF TIOGA, ON LAND
 LD0827'OWNED BY AUGUST HUFENDICK.  STATION IS 80 METERS (262 FEET)
 LD0827'N OF JOHN HUFENDICKS HOUSE, 47 FEET S OF THE N APEX OF A SMALL
 LD0827'TRIANGULAR PASTURE W OF THE ROAD, 28 FEET W OF THE ROAD AND 8
 LD0827'METERS (26 FEET) N OF A 24-INCH ELM TREE, ON E SIDE OF FENCE
 LD0827'BETWEEN PASTURE AND WOODS ON W BELONGING TO THE EWING ESTATE.
 LD0827'MARK IS 6 INCHES ABOVE SURFACE OF GROUND.
 LD0827'
 LD0827'TO REACH FROM TIOGA, GO N ON DIRT ROAD FOR 2 MILES TO JOHN
 LD0827'HUFENDICKS HOUSE AND STATION.
 LD0827'
 LD0827'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LD0827'BRONZE DISKS SET IN CONCRETE.
 LD0827'
 LD0827'REFERENCE MARK NO. 1 IS NE OF THE STATION, 14 METERS (46 FEET)
 LD0827'E OF THE DIRT ROAD, 5 METERS (16 FEET) E OF FENCE CORNER, AND
 LD0827'1 FOOT S OF E-W FENCE, ON OPPOSITE SIDE OF ROAD FROM STATION.
 LD0827'REFERENCE MARK NO. 2 IS IN EXTREME SW CORNER OF THE TRIANGULAR
 LD0827'PASTURE, 1 FOOT E OF THE FENCE CORNER POST, 6 METERS (20 FEET)
 LD0827'N OF DRIVEWAY TO HOUSE AND 47 METERS (157 FEET) W OF THE MAIN
 LD0827'DIRT ROAD.
 LD0827'
 LD0827'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS (102 FEET).
 LD0827
 LD0827                          STATION RECOVERY (1933)
 LD0827
 LD0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 LD0827'ORIGINAL DESCRIPTION GOOD.  MARKS FOUND IN GOOD CONDITION
 LD0827'AS DESCRIBED.  ABOUT 4-1/2 MILES NE OF LIMA AND 2 MILES N OF
 LD0827'TIOGA, ON LAND OWNED BY AUGUST HUFENDICK, 80 METERS (262 FEET)
 LD0827'N OF JOHN HUFENDICKS HOUSE, 47 FEET S OF THE N APEX OF A SMALL
 LD0827'TRIANGULAR PASTURE W OF THE ROAD, 28 FEET W OF THE ROAD, 8
 LD0827'METERS (26 FEET) N OF A 24-INCH ELM TREE ON E SIDE OF FENCE
 LD0827'BETWEEN PASTURE AND WOODS ON W BELONGING TO THE EWING ESTATE.
 LD0827'MARK IS 6 INCHES ABOVE SURFACE OF THE GROUND.
 LD0827'
 LD0827'TO REACH FROM TIOGA, GO N ON DIRT ROAD FOR 2.0 MILES TO JOHN
 LD0827'HUFENDICKS HOUSE AND STATION.
 LD0827'
 LD0827'STATION, UNDERGROUND, REFERENCE MARKS ARE BRONZE TABLETS
 LD0827'SET IN CONCRETE.
 LD0827'
 LD0827'REFERENCE MARK NO. 1 IS NE OF THE STATION, 14 METERS (46 FEET)
 LD0827'E OF THE DIRT ROAD, 5 METERS (16 FEET) E OF FENCE CORNER, AND
 LD0827'1 FOOT S OF E-W FENCE ON OPPOSITE SIDE OF ROAD FROM STATION.
 LD0827'REFERENCE MARK NO. 2 IS IN EXTREME SW CORNER OF THE TRIANGULAR
 LD0827'PASTURE, 1 FOOT E OF THE FENCE CORNER POST, 6 METERS (20 FEET)
 LD0827'N OF DRIVEWAY TO HOUSE AND 47 METERS (157 FEET) W OF THE MAIN
 LD0827'DIRT ROAD.
 LD0827
 LD0827                          STATION RECOVERY (1934)
 LD0827
 LD0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0827'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED, ABOUT 4-1/2
 LD0827'MILES NE OF LIMA AND 2 MILES N OF TIOGA, ON LAND OWNED BY
 LD0827'AUGUST HUFENDICK.  STATION IS 80 METERS (262 FEET) N OF JOHN
 LD0827'HUFENDICKS HOUSE, 47 FEET S OF THE N APEX OF A SMALL TRIANGULAR
 LD0827'JOG IN E AND W WIRE FENCE, (FORMERLY TRIANGULAR PASTURE), 8.5
 LD0827'FEET W OF FENCE ON W SIDE OF ROAD, 31 FEET W OF CENTER LINE
 LD0827'OF ROAD AND 46 FEET NE OF 18-INCH ELM TREE.  THE MARK PROJECTS
 LD0827'6 INCHES.
 LD0827'
 LD0827'TO REACH FROM TIOGA, GO N ON DIRT ROAD 2.3 MILES TO MR.
 LD0827'HUFENDICKS HOUSE AND STATION.
 LD0827'
 LD0827'REFERENCE MARK NO. 1 IS NE OF THE STATION, ON THE E SIDE OF
 LD0827'ROAD, 17 FEET E OF NW CORNER OF FIELD AND 1 FOOT S OF E-AND-W
 LD0827'FENCE LINE, AND PROJECTS 4 INCHES.  THIS HORIZONTAL DISTANCE WAS
 LD0827'MEASURED CAREFULLY AS IT WAS ANTICIPATED THAT THE STATION MARK
 LD0827'WOULD BE DESTROYED IF THE ROAD IS STRAIGHTENED.
 LD0827'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 1 FOOT N OF THE
 LD0827'E-W FENCE LINE ALONG THE N SIDE OF THE DRIVEWAY TO THE HOUSE
 LD0827'AND 103 FEET W OF THE SE CORNER OF THE PASTURE.  IT PROJECTS
 LD0827'4 INCHES.  DISTANCE BETWEEN REFERENCE MARKS IS
 LD0827'241.95 FEET.
 LD0827'
 LD0827'AZIMUTH MARK (ESTABLISHED 1934) IS N OF THE STATION ON THE
 LD0827'W SIDE OF THE DIRT ROAD, 1 FOOT W OF THE RIGHT-OF-WAY FENCE
 LD0827'AND 5 FEET NE OF THE NORTHERLY OF TWO 18-INCH HICKORY TREES.
 LD0827'IT PROJECTS 3 INCHES.
 LD0827
 LD0827                          STATION RECOVERY (1962)
 LD0827
 LD0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LD0827'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LD0827'IN GOOD CONDITION.  THE REALIGNMENT OF A GRADED ROAD RESULTED
 LD0827'IN THE AZIMUTH MARK BEING IN A FARMERS FIELD, SO IT WAS MOVED
 LD0827'TO THE NEW ROAD RIGHT-OF-WAY.  THERE ARE SOME CHANGES IN THE
 LD0827'LOCAL AREA, SO A COMPLETE DESCRIPTION FOLLOWS.
 LD0827'
 LD0827'STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHEAST OF THE TOWN
 LD0827'OF LIMA AND 2 MILES NORTH OF THE SMALL VILLAGE OF TIOGA ON
 LD0827'LAND OWNED BY HAROLD ROCKENFIELD, SON-IN-LAW OF AUGUST HUFENDICK,
 LD0827'232 FEET NORTH OF THE NORTHEAST CORNER OF THE FARMHOUSE, 204.5
 LD0827'FEET NORTHEAST OF THE NORTHEAST CORNER OF A TILE GARAGE,
 LD0827'196 FEET NORTH OF THE CENTER OF DRIVEWAY TO FARM BUILDINGS,
 LD0827'96 FEET WEST OF THE CENTER OF ROCK ROAD, 66 FEET EAST-NORTHEAST
 LD0827'OF THE NEAREST 24-INCH ELM TREE, 65 FEET WEST OF THE WEST
 LD0827'RIGHT-OF-WAY FENCE, 24 FEET SOUTH OF AN EAST-WEST FENCE, AND
 LD0827'1 FOOT EAST OF A STEEL WITNESS POST SIGN.  THE MARK PROJECTS
 LD0827'2 INCHES AND THE DISK IS STAMPED HUFENDICK 1931.
 LD0827'
 LD0827'TO REACH THE STATION FROM THE LIMA STATE BANK IN THE TOWN OF
 LD0827'LIMA, GO NORTH ON STATE HIGHWAY 96 FOR 4.9 MILES TO A T-ROAD
 LD0827'RIGHT WHICH IS HARD-SURFACED.  TURN RIGHT AND GO EAST ON
 LD0827'MACADAM ROAD FOR 1.3 TO A ROCK ROAD ON THE RIGHT.  TURN RIGHT
 LD0827'AND GO SOUTH ON THE ROCK ROAD FOR 0.3 MILES TO THE AZIMUTH
 LD0827'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE ROCK ROAD FOR 0.35
 LD0827'MILE TO THE ROCKENFIELD FARM BUILDINGS ON THE RIGHT AND THE
 LD0827'STATION AS DESCRIBED.
 LD0827'
 LD0827'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTER OF ROCK
 LD0827'ROAD, 4 FEET WEST OF A FENCE T-INTERSECTION, AND 2.5 FEET
 LD0827'NORTH OF AN EAST-WEST FENCE.  THE MARK PROJECTS 12 INCHES AND
 LD0827'THE DISK IS STAMPED HUFENDICK NO 1 1931.
 LD0827'
 LD0827'REFERENCE MARK NO. 2 IS 81 FEET EAST OF THE NORTHEAST CORNER
 LD0827'OF TILE GARAGE, 52 FEET NORTH OF THE NORTHEAST CORNER OF HOUSE,
 LD0827'18 FEET FEET NORTH OF THE CENTER OF DRIVEWAY, 6.5 FEET WEST OF
 LD0827'A TELEPHONE POLE, AND 1 FOOT NORTH OF A FENCE.  THE MARK
 LD0827'PROJECTS 4 INCHES AND THE DISK IS STAMPED HUFENDICK NO 2 1931.
 LD0827'
 LD0827'AZIMUTH MARK (RESET) IS 0.35 MILE NORTH TO THE STATION, ABOUT 100
 LD0827'YARDS SOUTHWEST OF FARMHOUSE ON EAST SIDE OF ROAD, 200 FEET
 LD0827'SOUTH OF POWER POLE WITH TRANSFORMER, 32 FEET WEST OF THE
 LD0827'CENTER OF ROCK ROAD, 28 FEET SOUTH OF A FENCE T-INTERSECTION,
 LD0827'13 FEET SOUTH OF A SOUTH GATE POST, 1 FOOT SOUTH OF A NEW STEEL
 LD0827'WITNESS POST SIGN, AND 1 FOOT EAST OF A FENCE.  THE MARK
 LD0827'PROJECTS 6 INCHES AND THE DISK IS STAMPED HUFENDICK 1934 AZIMUTH
 LD0827'RESET 1962.
 LD0827'
 LD0827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 LD0827'ROCK ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT OR
 LD0827'WEST SIDE OF THE ROAD.
 LD0827'
 LD0827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LD0827
 LD0827                          STATION RECOVERY (1980)
 LD0827
 LD0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LD0827'STATION MARK, RM 1, 2 AND THE 1962 RESET AZIMUTH MARK WERE FOUND IN
 LD0827'GOOD CONDITION.  THE 1962 AZIMUTH MARK CAME VISIBLE THROUGH TREES AND
 LD0827'WAS NOT VISIBLE AT HUFENDICK 2.  HUFENDICK 2 AZ MK 2 WAS
 LD0827'ESTABLISHED.  HUFENDICK STATION MARK AND RM 1 WERE IN WAY OF FARMING
 LD0827'OPERATIONS, AND WERE DESTROYED AFTER ESTABLISHING HUFENDICK 2.
 LD0827'
 LD0827'THE DISTANCE AND DIRECTION CHECKED THE 1962 DATA.  THE STATION SUB
 LD0827'SURFACE MARK WAS LEFT INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0829 ***********************************************************************
 LD0829  DESIGNATION -  HUFENDICK 2
 LD0829  PID         -  LD0829
 LD0829  STATE/COUNTY-  IL/HANCOCK
 LD0829  USGS QUAD   -  TIOGA (1981)
 LD0829
 LD0829                         *CURRENT SURVEY CONTROL
 LD0829  ___________________________________________________________________
 LD0829* NAD 83(1997)-  40 14 23.05893(N)    091 21 03.97162(W)     ADJUSTED  
 LD0829* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 LD0829  ___________________________________________________________________
 LD0829  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 LD0829  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LD0829
 LD0829  HORZ ORDER  -  SECOND
 LD0829
 LD0829.The horizontal coordinates were established by classical geodetic methods
 LD0829.and adjusted by the National Geodetic Survey in October 1999..
 LD0829.No horizontal observational check was made to the station.
 LD0829
 LD0829.The orthometric height was scaled from a topographic map.
 LD0829
 LD0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0829
 LD0829.The geoid height was determined by GEOID03.
 LD0829
 LD0829;                    North         East     Units Scale Factor Converg.
 LD0829;SPC IL W     -   397,279.062   599,215.722   MT  1.00006617   -0 45 54.7
 LD0829;SPC IL W     - 1,303,406.39  1,965,926.91   sFT  1.00006617   -0 45 54.7
 LD0829;SPC MO E     -   489,413.981   177,580.202   MT  0.99999787   -0 32 59.4
 LD0829;SPC IA S     -    28,882.011   682,856.699   MT  1.00008786   +1 24 55.7
 LD0829;UTM  15      - 4,455,670.361   640,259.119   MT  0.99984217   +1 03 55.2
 LD0829
 LD0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0829!SPC IL W     -   0.99996941  x   1.00006617  =   1.00003558
 LD0829!SPC MO E     -   0.99996941  x   0.99999787  =   0.99996728
 LD0829!SPC IA S     -   0.99996941  x   1.00008786  =   1.00005727
 LD0829!UTM  15      -   0.99996941  x   0.99984217  =   0.99981158
 LD0829
 LD0829|---------------------------------------------------------------------|
 LD0829| PID    Reference Object                     Distance      Geod. Az  |
 LD0829|                                                           dddmmss.s |
 LD0829| LD0830 HUFENDICK 2 AZ MK                   329.846 METERS 00244     |
 LD0829| LD0827 HUFENDICK                            62.029 METERS 03014     |
 LD0829| CL9568 HUFENDICK RM 2                       26.821 METERS 09241     |
 LD0829| CL9569 HUFENDICK 2 RM 3                      5.059 METERS 25923     |
 LD0829|---------------------------------------------------------------------|
 LD0829
 LD0829                          SUPERSEDED SURVEY CONTROL
 LD0829
 LD0829  NAD 83(1997)-  40 14 23.05880(N)    091 21 03.97161(W) AD(       ) 2
 LD0829  NAD 83(1986)-  40 14 23.06953(N)    091 21 03.97286(W) AD(       ) 2
 LD0829  NAD 27      -  40 14 22.90558(N)    091 21 03.43346(W) AD(       ) 2
 LD0829
 LD0829.Superseded values are not recommended for survey control.
 LD0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0829.See file dsdata.txt to determine how the superseded data were derived.
 LD0829
 LD0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE4025955670(NAD 83)
 LD0829_MARKER: DS = TRIANGULATION STATION DISK
 LD0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LD0829
 LD0829  HISTORY     - Date     Condition        Report By
 LD0829  HISTORY     - 1980     MONUMENTED       NGS
 LD0829
 LD0829                          STATION DESCRIPTION
 LD0829
 LD0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LD0829'STATION IS LOCATED ABOUT 5 MILES NNE OF SMALL TOWN OF LIMA AND 2 MILES
 LD0829'N OF TIOGA AND ON LAND OF MR HAROLD ROCKENFIELD.  MR ROCKENFIELD LIVES
 LD0829'AT THE STATION SITE.
 LD0829'
 LD0829'TO REACH THE STATION FROM THE LIMA STATE BANK AND POST OFFICE AT THE
 LD0829'TOWN OF LIMA, GO N OF STATE HIGHWAY 96 FOR 4.9 MILES TO A SIDE ROAD
 LD0829'RIGHT AND SIGN WEST POINT.  TURN RIGHT AND GO E ON PAVED ROAD FOR 1.3
 LD0829'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO S 0.3 MILE TO THE
 LD0829'RESET AZ MK ON THE RIGHT.  CONTINUE AHEAD S FOR 0.15 MILE TO
 LD0829'HUFENDICK 2 AZ MK 2 ON THE RIGHT.  CONTINUE AHEAD FOR 0.2 MILE TO THE
 LD0829'ROCKENFIELD HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 LD0829'
 LD0829'STATION MARKS ARE STANDARD DISKS STAMPED---HUFENDICK 2 1980---THE
 LD0829'SURFACE MARK IS 14.5 FT NE OF NW CORNER OF A TILE BLOCK GARAGE, 8.3
 LD0829'FT NW OF NE CORNER OF TILE BLOCK GARAGE, 4.7 FT N OF N FACE OF BLOCK
 LD0829'GARAGE AND 26 FT E OF CENTERLINE OF FIELD ENTRANCE ROAD.  THE MARK IS
 LD0829'BELOW THE GROUND SURFACE 2 INCHES.
 LD0829'
 LD0829'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---HUFENDICK NO 2
 LD0829'1931---THE ARROW IS POINTED TO WHERE HUFENDICK 1931 WAS LOCATED AND
 LD0829'NOT TO HUFENDICK 2.  IT IS 52 FT N OF NE CORNER OF ROCKENFIELD HOUSE,
 LD0829'82 FT E OF THE NE CORNER OF TILE GARAGE, 18 FT N OF CENTERLINE OF
 LD0829'DRIVEWAY AND 1 FT N OF FENCELINE.  THE MARK PROJECTS 4 INCHES.
 LD0829'
 LD0829'REFERENCE MARK 3 IS A STANDARD 3 FT ALUMINUM MARKER AND IS
 LD0829'STAMPED---HUFENDICK 2 NO 3 1980---.  IT IS 10 FT E OF CENTERLINE OF
 LD0829'FIELD ROAD, 1.2 FT N OF THE N FACE OF THE TILE BLOCK GARAGE AND 2.8
 LD0829'FT NE OF THE NW CORNER OF GARAGE.  THE MARK IS FLUSH.
 LD0829'
 LD0829'THE HUFENDICK RESET AZIMUTH MARK 1962 IS A STANDARD DISK
 LD0829'STAMPED---HUFENDICK 1934 AZIMUTH---.  IT IS 31 FT W OF CENTERLINE OF
 LD0829'THE ROAD, 18 FT S OF CENTERLINE OF FIELD ENTRANCE ROAD, 16 FT S OF A
 LD0829'GATE POST, 1 FT E OF FENCELINE AND 1 FT S OF A METAL WITNESS
 LD0829'POST.  THE MARK PROJECT 8 INCHES.
 LD0829'
 LD0829'HUFENDICK 2 AZ 1 MK 2 IS A STANDARD DISK STAMPED---HUFENDICK 2 NO 2
 LD0829'1980---.  IT IS 31 FT W OF CENTERLINE OF ROAD, 13 FT S OF A POWER LINE
 LD0829'POLE, 4 FT E OF FENCE LINE AND 1 FT W OF A METAL WITNESS POST.  THE
 LD0829'MARK IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9254 ***********************************************************************
 AF9254  CBN         -  This is a Cooperative Base Network Control Station.
 AF9254  DESIGNATION -  HUFENDICK AZ MK RESET
 AF9254  PID         -  AF9254
 AF9254  STATE/COUNTY-  IL/HANCOCK
 AF9254  USGS QUAD   -  TIOGA (1981)
 AF9254
 AF9254                         *CURRENT SURVEY CONTROL
 AF9254  ___________________________________________________________________
 AF9254* NAD 83(1997)-  40 14 44.10133(N)    091 21 03.09471(W)     ADJUSTED  
 AF9254* NAVD 88     -       228.8    (meters)     751.     (feet)  GPS OBS   
 AF9254  ___________________________________________________________________
 AF9254  X           -    -114,933.677 (meters)                     COMP
 AF9254  Y           -  -4,873,929.285 (meters)                     COMP
 AF9254  Z           -   4,098,963.614 (meters)                     COMP
 AF9254  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AF9254  ELLIP HEIGHT-         195.80  (meters)          (10/15/04) GPS OBS
 AF9254  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AF9254
 AF9254  HORZ ORDER  -  B
 AF9254  ELLP ORDER  -  FOURTH    CLASS II
 AF9254
 AF9254.The horizontal coordinates were established by GPS observations
 AF9254.and adjusted by the National Geodetic Survey in July 1998..
 AF9254
 AF9254.The orthometric height was determined by GPS observations and a
 AF9254.high-resolution geoid model.
 AF9254
 AF9254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9254
 AF9254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9254
 AF9254.The ellipsoidal height was determined by GPS observations
 AF9254.and is referenced to NAD 83.
 AF9254
 AF9254.The geoid height was determined by GEOID03.
 AF9254
 AF9254;                    North         East     Units Scale Factor Converg.
 AF9254;SPC IL W     -   397,927.808   599,245.117   MT  1.00006610   -0 45 54.5
 AF9254;SPC IL W     - 1,305,534.82  1,966,023.35   sFT  1.00006610   -0 45 54.5
 AF9254;UTM  15      - 4,456,319.569   640,267.772   MT  0.99984220   +1 03 56.3
 AF9254
 AF9254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9254!SPC IL W     -   0.99996929  x   1.00006610  =   1.00003538
 AF9254!UTM  15      -   0.99996929  x   0.99984220  =   0.99981149
 AF9254
 AF9254                          SUPERSEDED SURVEY CONTROL
 AF9254
 AF9254  ELLIP H (07/17/98)  195.84   (m)                       GP(       ) 4 1
 AF9254
 AF9254.Superseded values are not recommended for survey control.
 AF9254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9254.See file dsdata.txt to determine how the superseded data were derived.
 AF9254
 AF9254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE4026856320(NAD 83)
 AF9254_MARKER: DZ = AZIMUTH MARK DISK
 AF9254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9254_MARK LOGO: CGS   
 AF9254_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9254+STABILITY: SURFACE MOTION
 AF9254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9254+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 AF9254
 AF9254  HISTORY     - Date     Condition        Report By
 AF9254  HISTORY     - 1962     MONUMENTED       CGS
 AF9254  HISTORY     - 19980722 GOOD             ILDT
 AF9254  HISTORY     - 20020911 GOOD             ILDT
 AF9254
 AF9254                          STATION DESCRIPTION
 AF9254
 AF9254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF9254'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTH-NORTHEAST OF THE
 AF9254'SMALL TOWN OF LIMA AND ABOUT 2.3 MI (3.7 KM) NORTH OF TIOGA.  TO REACH
 AF9254'FROM THE POST OFFICE ALONG STATE ROUTE 96 IN LIMA, GO NORTH ON ROUTE
 AF9254'96 FOR 5.0 MI (8.0 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ON
 AF9254'COUNTY ROAD 350N FOR 1.3 MI (2.1 KM) TO A PAVED ROAD RIGHT AT SIGN
 AF9254'TIOGA.  TURN RIGHT, SOUTH, ON COUNTY ROAD 820E FOR 0.3 MI (0.5 KM) TO
 AF9254'THE STATION ON THE RIGHT, ABOUT 92 M (301.8 FT) SOUTH OF THE CENTER
 AF9254'EXTENDED OF A DRIVE TO A TWO-STORY FRAME HOUSE ON THE EAST SIDE OF THE
 AF9254'ROAD, 9.4 M (30.8 FT) WEST OF THE CENTER OF THE ROAD, 8.3 M (27.2 FT)
 AF9254'SOUTH OF THE CENTER OF A FIELD ENTRANCE TO THE WEST, 3.7 M (12.1 FT)
 AF9254'SOUTH OF A GATE POST ON THE SOUTH SIDE OF FIELD ENTRANCE, 0.2 M (0.7
 AF9254'FT) EAST OF A FENCELINE, AND 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS
 AF9254'POST.
 AF9254
 AF9254                          STATION RECOVERY (1998)
 AF9254
 AF9254'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (GW)
 AF9254'RECOVERED AS DESCRIBED
 AF9254
 AF9254                          STATION RECOVERY (2002)
 AF9254
 AF9254'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (TA)
 AF9254'RECOVERED AS DESCRIBED
 AF9254'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0629 ***********************************************************************
 JB0629  DESIGNATION -  HUFF
 JB0629  PID         -  JB0629
 JB0629  STATE/COUNTY-  IL/MARION
 JB0629  USGS QUAD   -  SALEM SOUTH (1978)
 JB0629
 JB0629                         *CURRENT SURVEY CONTROL
 JB0629  ___________________________________________________________________
 JB0629* NAD 83(1997)-  38 32 08.11455(N)    088 57 38.93855(W)     ADJUSTED  
 JB0629* NAVD 88     -       172.575  (meters)     566.19   (feet)  ADJUSTED  
 JB0629  ___________________________________________________________________
 JB0629  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 JB0629  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JB0629  DYNAMIC HT  -         172.465 (meters)     565.83  (feet)  COMP
 JB0629  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JB0629
 JB0629  HORZ ORDER  -  SECOND
 JB0629  VERT ORDER  -  SECOND    CLASS 0
 JB0629
 JB0629.The horizontal coordinates were established by classical geodetic methods
 JB0629.and adjusted by the National Geodetic Survey in October 1999..
 JB0629
 JB0629.The orthometric height was determined by differential leveling
 JB0629.and adjusted by the National Geodetic Survey in June 1991..
 JB0629
 JB0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0629
 JB0629.The geoid height was determined by GEOID03.
 JB0629
 JB0629.The dynamic height is computed by dividing the NAVD 88
 JB0629.geopotential number by the normal gravity value computed on the
 JB0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0629.degrees latitude (g = 980.6199 gals.).
 JB0629
 JB0629.The modeled gravity was interpolated from observed gravity values.
 JB0629
 JB0629;                    North         East     Units Scale Factor Converg.
 JB0629;SPC IL E     -   207,611.037   245,290.991   MT  1.00001184   -0 23 27.4
 JB0629;SPC IL E     -   681,137.21    804,758.86   sFT  1.00001184   -0 23 27.4
 JB0629;UTM  16      - 4,267,064.553   329,097.608   MT  0.99995970   -1 13 18.8
 JB0629
 JB0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0629!SPC IL E     -   0.99997774  x   1.00001184  =   0.99998958
 JB0629!UTM  16      -   0.99997774  x   0.99995970  =   0.99993744
 JB0629
 JB0629:                Primary Azimuth Mark                     Grid Az
 JB0629:SPC IL E     -  HUFF AZ MK                               179 40 12.6
 JB0629:UTM  16      -  HUFF AZ MK                               180 30 04.0
 JB0629
 JB0629|---------------------------------------------------------------------|
 JB0629| PID    Reference Object                     Distance      Geod. Az  |
 JB0629|                                                           dddmmss.s |
 JB0629| JB0626 HUFF AZ MK                                         1791645.2 |
 JB0629| JB0627 HUFF RM 1                            24.195 METERS 21414     |
 JB0629| JB0628 HUFF RM 2                            22.966 METERS 32134     |
 JB0629|---------------------------------------------------------------------|
 JB0629
 JB0629                          SUPERSEDED SURVEY CONTROL
 JB0629
 JB0629  NAD 83(1986)-  38 32 08.12973(N)    088 57 38.93525(W) AD(       ) 2
 JB0629  NAD 27      -  38 32 07.95180(N)    088 57 38.71332(W) AD(       ) 2
 JB0629  NGVD 29 (??/??/92)  172.682  (m)          566.54   (f) ADJ UNCH    2 0
 JB0629
 JB0629.Superseded values are not recommended for survey control.
 JB0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0629.See file dsdata.txt to determine how the superseded data were derived.
 JB0629
 JB0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2909867065(NAD 83)
 JB0629_MARKER: DE = TRAVERSE STATION DISK
 JB0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0629_STAMPING: HUFF 1960
 JB0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0629+STABILITY: SURFACE MOTION
 JB0629
 JB0629  HISTORY     - Date     Condition        Report By
 JB0629  HISTORY     - 1960     MONUMENTED       CGS
 JB0629  HISTORY     - 1960     GOOD             CGS
 JB0629
 JB0629                          STATION DESCRIPTION
 JB0629
 JB0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0629'STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF SALEM, ABOUT 6.5 MILES
 JB0629'NORTH OF DIX, ABOUT 1.0
 JB0629'MILE WEST OF STATE ROUTE 37 AND AT THE FARM HOME OF
 JB0629'FLOSS AND RUTH HUFF.
 JB0629'
 JB0629'TO REACH FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE ROUTE 37 IN
 JB0629'SALEM, GO SOUTH ON STATE
 JB0629'ROUTE 37 FOR 6.1 MILES TO CROSSROAD AND SIGN (CARTTER
 JB0629'ROAD), TURN RIGHT AND GO WEST FOR
 JB0629'1.1 MILES TO WHERE ROAD TURNS LEFT,
 JB0629'TURN LEFT AND GO SOUTH FOR 0.2 MILE TO FARM HOME OF
 JB0629'FLOSS AND RUTH
 JB0629'HUFF ON LEFT AND STATION ON LEFT AS DESCRIBED.
 JB0629'
 JB0629'STATION MARK, A STANDARD TRAVERSE DISK STAMPED HUFF 1960, IS SET IN
 JB0629'TOP OF A 12 INCH SQUARE
 JB0629'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS 81.6 FEET
 JB0629'SOUTH-SOUTHWEST OF THE
 JB0629'SOUTHWEST CORNER OF HOUSE, 30 FEET SOUTH OF
 JB0629'DRIVEWAY, 28 FEET EAST OF CENTER OF ROAD
 JB0629'AND 28 FEET WEST OF CENTER
 JB0629'OF WATER WELL AND PUMP.
 JB0629'
 JB0629'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED HUFF
 JB0629'NO 1 1960, IS SET IN TOP OF
 JB0629'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0629'4 INCHES.  THE MARK IS 100 FEET
 JB0629'SOUTH-SOUTHWEST OF THE CENTER OF THE
 JB0629'WEST END OF DRIVEWAY, 25 FEET NORTH-NORTHEAST OF
 JB0629'POWER POLE WITH
 JB0629'TRANSFORMER NO G1030 AND 20 FEET WEST OF CENTER OF ROAD.
 JB0629'
 JB0629'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED HUFF
 JB0629'NO 2 1960, IS SET IN TOP OF
 JB0629'A 12 INCHS SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JB0629'6 INCHES.  THE MARK IS 78.6 FEET
 JB0629'WEST-SOUTHWEST OF THE SOUTHWEST
 JB0629'CORNER OF HOUSE, 19 FEET WEST OF CENTER OF ROAD,
 JB0629'1.5 FEET NORTH OF
 JB0629'THE WITNESS POST AND 1 FOOT EAST OF FENCE.
 JB0629'
 JB0629'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED HUFF 1960, IS SET
 JB0629'IN TOP OF A 12 INCH SQUARE
 JB0629'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.  THE
 JB0629'MARK IS APPROXIMATELY 150 FEET
 JB0629'NORTHWEST OF THE NORTHWEST CORNER OF A
 JB0629'HOUSE, 22 FEET NORTHEAST OF A POWER POLE NO
 JB0629'G102914, 19 FEET WEST OF
 JB0629'CENTER OF ROAD AND 1.5 FEET NORTH OF THE WITNESS POST.
 JB0629'
 JB0629'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED ROAD
 JB0629'FOR 0.55 MILE TO THE
 JB0629'AZIMUTH MARK ON RIGHT AS DESCRIBED.
 JB0629'
 JB0629'HEIGHT OF LIGHT ABOVE STATION MARK 26.09 METERS.
 JB0629
 JB0629                          STATION RECOVERY (1960)
 JB0629
 JB0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0629'7.6 MI S FROM SALEM.
 JB0629'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0629'HOUSE IN SALEM, THENCE 1.1 MILE WEST ALONG AN OILED ROAD, THENCE
 JB0629'0.15 MILE SOUTH ALONG AN OILED ROAD, AT A FARM HOUSE EAST OF THE
 JB0629'ROAD, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTH
 JB0629'OF THE CENTER LINE OF THE DRIVEWAY EAST TO A FARM HOUSE, 82 FEET
 JB0629'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 27.5 FEET
 JB0629'WEST OF A WELL PUMP, 74.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 JB0629'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 JB0629'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0626 ***********************************************************************
 JB0626  DESIGNATION -  HUFF AZ MK
 JB0626  PID         -  JB0626
 JB0626  STATE/COUNTY-  IL/MARION
 JB0626  USGS QUAD   -  SALEM SOUTH (1978)
 JB0626
 JB0626                         *CURRENT SURVEY CONTROL
 JB0626  ___________________________________________________________________
 JB0626* NAD 83(1986)-  38 31 40.     (N)    088 57 38.     (W)     SCALED    
 JB0626* NAVD 88     -       168.177  (meters)     551.76   (feet)  ADJUSTED  
 JB0626  ___________________________________________________________________
 JB0626  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JB0626  DYNAMIC HT  -         168.070 (meters)     551.41  (feet)  COMP
 JB0626  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JB0626
 JB0626  VERT ORDER  -  SECOND    CLASS 0
 JB0626
 JB0626.The horizontal coordinates were scaled from a topographic map and have
 JB0626.an estimated accuracy of +/- 6 seconds.
 JB0626
 JB0626.The orthometric height was determined by differential leveling
 JB0626.and adjusted by the National Geodetic Survey in June 1991..
 JB0626
 JB0626.The geoid height was determined by GEOID03.
 JB0626
 JB0626.The dynamic height is computed by dividing the NAVD 88
 JB0626.geopotential number by the normal gravity value computed on the
 JB0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0626.degrees latitude (g = 980.6199 gals.).
 JB0626
 JB0626.The modeled gravity was interpolated from observed gravity values.
 JB0626
 JB0626;                    North         East    Units  Estimated Accuracy
 JB0626;SPC IL E     -   206,740.      245,310.      MT  (+/- 180 meters Scaled)
 JB0626
 JB0626                          SUPERSEDED SURVEY CONTROL
 JB0626
 JB0626  NGVD 29 (??/??/92)  168.28   (m)          552.1    (f) COMPUTED    2 0
 JB0626
 JB0626.Superseded values are not recommended for survey control.
 JB0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0626.See file dsdata.txt to determine how the superseded data were derived.
 JB0626
 JB0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH291661(NAD 83)
 JB0626_MARKER: DZ = AZIMUTH MARK DISK
 JB0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0626_STAMPING: HUFF 1960
 JB0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0626+STABILITY: SURFACE MOTION
 JB0626
 JB0626  HISTORY     - Date     Condition        Report By
 JB0626  HISTORY     - 1960     MONUMENTED       CGS
 JB0626
 JB0626                          STATION DESCRIPTION
 JB0626
 JB0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0626'8.2 MI S FROM SALEM.
 JB0626'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0626'IN SALEM, THENCE 1.1 MILES WEST ALONG AN OILED ROAD, THENCE 0.75
 JB0626'MILE SOUTH ALONG AN OILED AND GRAVEL ROAD, AT A FARM HOUSE EAST
 JB0626'OF THE ROAD, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 153
 JB0626'FEET NORTH OF THE EXTENDED CENTER LINE OF THE DRIVE EAST TO THE
 JB0626'FARM HOUSE, 53 FEET NORTHWEST AND ACROSS THE ROAD FROM A FENCE
 JB0626'CORNER, 2 1/2 FEET EAST OF POWER POLE NUMBER G 10-29H, 1.6 FEET
 JB0626'NORTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 JB0626'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0626'5 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM DIX, JEFFERSON
 JB0626'COUNTY, BY GOING NORTH ALONG STATE HIGHWAY 37 FOR 5.35 MILES FROM
 JB0626'THE POST OFFICE, THENCE 1.0 MILE WEST ON STATE HIGHWAY 161, THENCE
 JB0626'0.4 MILE NORTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0627 ***********************************************************************
 JB0627  DESIGNATION -  HUFF RM 1
 JB0627  PID         -  JB0627
 JB0627  STATE/COUNTY-  IL/MARION
 JB0627  USGS QUAD   -  SALEM SOUTH (1978)
 JB0627
 JB0627                         *CURRENT SURVEY CONTROL
 JB0627  ___________________________________________________________________
 JB0627* NAD 83(1986)-  38 32 07.     (N)    088 57 38.     (W)     SCALED    
 JB0627* NAVD 88     -       172.522  (meters)     566.02   (feet)  ADJUSTED  
 JB0627  ___________________________________________________________________
 JB0627  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JB0627  DYNAMIC HT  -         172.412 (meters)     565.65  (feet)  COMP
 JB0627  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JB0627
 JB0627  VERT ORDER  -  SECOND    CLASS 0
 JB0627
 JB0627.The horizontal coordinates were scaled from a topographic map and have
 JB0627.an estimated accuracy of +/- 6 seconds.
 JB0627
 JB0627.The orthometric height was determined by differential leveling
 JB0627.and adjusted by the National Geodetic Survey in June 1991..
 JB0627
 JB0627.The geoid height was determined by GEOID03.
 JB0627
 JB0627.The dynamic height is computed by dividing the NAVD 88
 JB0627.geopotential number by the normal gravity value computed on the
 JB0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0627.degrees latitude (g = 980.6199 gals.).
 JB0627
 JB0627.The modeled gravity was interpolated from observed gravity values.
 JB0627
 JB0627;                    North         East    Units  Estimated Accuracy
 JB0627;SPC IL E     -   207,580.      245,310.      MT  (+/- 180 meters Scaled)
 JB0627
 JB0627                          SUPERSEDED SURVEY CONTROL
 JB0627
 JB0627  NGVD 29 (??/??/92)  172.629  (m)          566.37   (f) ADJ UNCH    2 0
 JB0627
 JB0627.Superseded values are not recommended for survey control.
 JB0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0627.See file dsdata.txt to determine how the superseded data were derived.
 JB0627
 JB0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH291670(NAD 83)
 JB0627_MARKER: DR = REFERENCE MARK DISK
 JB0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0627_STAMPING: HUFF NO 1 1960
 JB0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0627+STABILITY: SURFACE MOTION
 JB0627
 JB0627  HISTORY     - Date     Condition        Report By
 JB0627  HISTORY     - 1960     MONUMENTED       CGS
 JB0627
 JB0627                          STATION DESCRIPTION
 JB0627
 JB0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0627'7.6 MI S FROM SALEM.
 JB0627'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0627'HOUSE IN SALEM, THENCE 1.1 MILES WEST ALONG AN OILED ROAD, THENCE
 JB0627'0.15 MILE SOUTH ALONG AN OILED ROAD, AT A FARM HOUSE EAST OF THE
 JB0627'ROAD, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 96 FEET SOUTH
 JB0627'OF THE EXTENDED CENTER LINE OF THE DRIVEWAY EAST TO THE FARM
 JB0627'HOUSE, 79.4 FEET SOUTHWEST OF TRAVERSE STATION HUFF, 96 FEET
 JB0627'SOUTHWEST OF A WELL PUMP, 24 FEET NORTH OF POWER POLE G 10-30,
 JB0627'1 FOOT EAST OF A FENCE, 120.2 FEET SOUTH OF A METAL WITNESS POST,
 JB0627'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 JB0627'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0628 ***********************************************************************
 JB0628  DESIGNATION -  HUFF RM 2
 JB0628  PID         -  JB0628
 JB0628  STATE/COUNTY-  IL/MARION
 JB0628  USGS QUAD   -  SALEM SOUTH (1978)
 JB0628
 JB0628                         *CURRENT SURVEY CONTROL
 JB0628  ___________________________________________________________________
 JB0628* NAD 83(1986)-  38 32 07.     (N)    088 57 38.     (W)     SCALED    
 JB0628* NAVD 88     -       172.262  (meters)     565.16   (feet)  ADJUSTED  
 JB0628  ___________________________________________________________________
 JB0628  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JB0628  DYNAMIC HT  -         172.152 (meters)     564.80  (feet)  COMP
 JB0628  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JB0628
 JB0628  VERT ORDER  -  SECOND    CLASS 0
 JB0628
 JB0628.The horizontal coordinates were scaled from a topographic map and have
 JB0628.an estimated accuracy of +/- 6 seconds.
 JB0628
 JB0628.The orthometric height was determined by differential leveling
 JB0628.and adjusted by the National Geodetic Survey in June 1991..
 JB0628
 JB0628.The geoid height was determined by GEOID03.
 JB0628
 JB0628.The dynamic height is computed by dividing the NAVD 88
 JB0628.geopotential number by the normal gravity value computed on the
 JB0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0628.degrees latitude (g = 980.6199 gals.).
 JB0628
 JB0628.The modeled gravity was interpolated from observed gravity values.
 JB0628
 JB0628;                    North         East    Units  Estimated Accuracy
 JB0628;SPC IL E     -   207,580.      245,310.      MT  (+/- 180 meters Scaled)
 JB0628
 JB0628                          SUPERSEDED SURVEY CONTROL
 JB0628
 JB0628  NGVD 29 (??/??/92)  172.369  (m)          565.51   (f) ADJ UNCH    2 0
 JB0628
 JB0628.Superseded values are not recommended for survey control.
 JB0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0628.See file dsdata.txt to determine how the superseded data were derived.
 JB0628
 JB0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH291670(NAD 83)
 JB0628_MARKER: DR = REFERENCE MARK DISK
 JB0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0628_STAMPING: HUFF NO 2 1960
 JB0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0628+STABILITY: SURFACE MOTION
 JB0628
 JB0628  HISTORY     - Date     Condition        Report By
 JB0628  HISTORY     - 1960     MONUMENTED       CGS
 JB0628
 JB0628                          STATION DESCRIPTION
 JB0628
 JB0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0628'7.6 MI S FROM SALEM.
 JB0628'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0628'IN SALEM, THENCE 1.1 MILES WEST ALONG AN OILED ROAD, THENCE 0.15
 JB0628'MILE SOUTH ALONG AN OILED ROAD, AT A FARM HOUSE EAST OF THE
 JB0628'ROAD, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 33 FEET NORTH
 JB0628'OF THE EXTENDED CENTER LINE OF THE DRIVEWAY EAST TO THE FARM
 JB0628'HOUSE, 96 FEET NORTHWEST OF A WELL PUMP, 78 FEET WEST-SOUTHWEST
 JB0628'OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 1 FOOT EAST OF A
 JB0628'FENCE, 75.4 FEET NORTHWEST OF TRAVERSE STATION HUFF, 1.6 FEET
 JB0628'NORTH-NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 JB0628'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0628'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1500 ***********************************************************************
 MF1500  DESIGNATION -  HUGHES
 MF1500  PID         -  MF1500
 MF1500  STATE/COUNTY-  IL/KENDALL
 MF1500  USGS QUAD   -  NEWARK (1971)
 MF1500
 MF1500                         *CURRENT SURVEY CONTROL
 MF1500  ___________________________________________________________________
 MF1500* NAD 83(1997)-  41 33 06.39204(N)    088 32 50.16866(W)     ADJUSTED  
 MF1500* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 MF1500  ___________________________________________________________________
 MF1500  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 MF1500  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1500
 MF1500  HORZ ORDER  -  SECOND
 MF1500
 MF1500.The horizontal coordinates were established by classical geodetic methods
 MF1500.and adjusted by the National Geodetic Survey in October 1999..
 MF1500
 MF1500.The orthometric height was scaled from a topographic map.
 MF1500
 MF1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1500
 MF1500.The geoid height was determined by GEOID03.
 MF1500
 MF1500;                    North         East     Units Scale Factor Converg.
 MF1500;SPC IL E     -   542,342.146   282,151.861   MT  0.99997892   -0 08 30.9
 MF1500;SPC IL E     - 1,779,334.19    925,693.23   sFT  0.99997892   -0 08 30.9
 MF1500;UTM  16      - 4,601,168.164   370,961.631   MT  0.99980491   -1 01 35.2
 MF1500
 MF1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1500!SPC IL E     -   0.99996818  x   0.99997892  =   0.99994710
 MF1500!UTM  16      -   0.99996818  x   0.99980491  =   0.99977310
 MF1500
 MF1500:                Primary Azimuth Mark                     Grid Az
 MF1500:SPC IL E     -  PLANO MUNICIPAL TANK                     004 22 52.4
 MF1500:UTM  16      -  PLANO MUNICIPAL TANK                     005 15 56.7
 MF1500
 MF1500|---------------------------------------------------------------------|
 MF1500| PID    Reference Object                     Distance      Geod. Az  |
 MF1500|                                                           dddmmss.s |
 MF1500| MF1499 PLANO MUNICIPAL TANK                APPROX.12.2 KM 0041421.5 |
 MF1500| CI7544 HUGHES RM 1                          27.612 METERS 01837     |
 MF1500| MF1449 NORWAY ATT CO MICROWAVE KSA 81      APPROX.12.3 KM 2100002.7 |
 MF1500| MF1504 SHERIDAN ILL ST INDUST SCH TK       APPROX.12.4 KM 2514212.8 |
 MF1500| CI7543 HUGHES AZ MK                                       2732146.8 |
 MF1500| MF1506 SOMONAUK MUNICIPAL WATER TOWER      APPROX.14.5 KM 3094303.5 |
 MF1500| CI7545 HUGHES RM 2                          30.903 METERS 32705     |
 MF1500| MF1501 SANDWICH MICH WIS PLINE CO TWR      APPROX. 8.4 KM 3403558.5 |
 MF1500|---------------------------------------------------------------------|
 MF1500
 MF1500                          SUPERSEDED SURVEY CONTROL
 MF1500
 MF1500  NAD 83(1986)-  41 33 06.39581(N)    088 32 50.17800(W) AD(       ) 2
 MF1500  NAD 27      -  41 33 06.28750(N)    088 32 49.91360(W) AD(       ) 2
 MF1500
 MF1500.Superseded values are not recommended for survey control.
 MF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1500.See file dsdata.txt to determine how the superseded data were derived.
 MF1500
 MF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7096201168(NAD 83)
 MF1500_MARKER: DS = TRIANGULATION STATION DISK
 MF1500_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MF1500
 MF1500  HISTORY     - Date     Condition        Report By
 MF1500  HISTORY     - 1954     MONUMENTED       CGS
 MF1500  HISTORY     - 1966     GOOD             CGS
 MF1500  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MF1500  HISTORY     - 1972     GOOD             LOCSUR
 MF1500  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF1500
 MF1500                          STATION DESCRIPTION
 MF1500
 MF1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1500'STATION IS LOCATED ON THE PROPERTY OF WAYNE C. HUGHES ON
 MF1500'LAND FORMERLY OCCUPIED BY THE ANDERSON SCHOOL ABOUT 8 MILES
 MF1500'SOUTHWEST OF YORKVILLE AND ABOUT 1-1/4 MILES NORTHEAST OF
 MF1500'NEWARK.  IT IS 62 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 MF1500'45 FEET SOUTHEAST OF A POWER LINE POLE, 33 FEET WEST OF THE
 MF1500'NORTHWEST CORNER OF THE SCHOOL BUILDING AND 33 FEET SOUTH
 MF1500'OF A WHITE WITNESS POST AND FENCE.  THE MARK IS 12 INCHES
 MF1500'UNDERGROUND AND THE DISK IS STAMPED HUGHES 1954.
 MF1500'
 MF1500'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE CENTER OF THE
 MF1500'GRAVEL ROAD, 1 FOOT WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH
 MF1500'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HUGHES
 MF1500'NO 1 1954.
 MF1500'
 MF1500'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE CENTER OF THE
 MF1500'GRAVEL ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH
 MF1500'AND THE DISK IS STAMPED HUGHES NO 2 1954.
 MF1500'
 MF1500'AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF THE GRAVEL
 MF1500'ROAD AT A T-INTERSECTION, 1 FOOT EAST OF A TELEPHONE POLE
 MF1500'AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS
 MF1500'ABOUT 3 INCHES AND THE DISK IS STAMPED HUGHES 1954.
 MF1500'
 MF1500'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MF1500'47 AND 71 ABOUT 1 MILE SOUTH OF YORKVILLE, GO SOUTHWEST ON
 MF1500'HIGHWAY 71 FOR 7.6 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT
 MF1500'AND GO EAST ON THE GRAVEL ROAD FOR 0.65 MILE TO A GRAVEL ROAD
 MF1500'RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 MF1500'EAST ON THE GRAVEL ROAD FOR 0.2 MILE TO THE STATION ON THE
 MF1500'RIGHT AS DESCRIBED.
 MF1500'
 MF1500'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1500
 MF1500                          STATION RECOVERY (1966)
 MF1500
 MF1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1500'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 MF1500'RECOVERED AND FOUND AS DESCRIBED AND IN GOOD CONDITION.
 MF1500'THE SCHOOLHOUSE MENTIONED IN THE DESCRIPTION IS GONE.  THE
 MF1500'GRAVELED ROAD LEFT MENTIONED IN THE TO REACH IS NOW HUGHES
 MF1500'ROAD AND THE GRAVEL ROAD RIGHT IS SLEEZER ROAD.  THE PREVIOUS
 MF1500'DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 MF1500'
 MF1500'THE STATION MARK IS 33 FEET SOUTH OF A METAL WITNESS POST.
 MF1500'
 MF1500'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS
 MF1500'POST.
 MF1500
 MF1500                          STATION RECOVERY (1970)
 MF1500
 MF1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1500'REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED
 MF1500'AND IN GOOD CONDITION.  THE STATION WAS VISITED TO SEE IF NEW
 MF1500'TANK IN PLANO AND YORKVILLE WOULD SEE.  THE TANKS WOULD NOT
 MF1500'SEE AND THE STATION MARK WAS NOT DUG UP NOR THE STATION
 MF1500'OCCUPIED SINCE IT IS UNDERGROUND AND IN A CULTIVATED FIELD.
 MF1500'
 MF1500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4
 MF1500'MILES NORTHEAST OF NEWARK
 MF1500
 MF1500                          STATION RECOVERY (1972)
 MF1500
 MF1500'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1500'ALL MARKS RECOVERED GOOD COND. AS DESC.
 MF1500'
 MF1500'HORIZONTAL GEODETIC DISTANCE TO AZIMUTH MARK = 1250.31 FT
 MF1500'(SPUR LINE MEASURED WITH LASER RANGER)
 MF1500
 MF1500                          STATION RECOVERY (2001)
 MF1500
 MF1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1500'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0208 ***********************************************************************
 MG0208  DESIGNATION -  HULL AZ MK RESET
 MG0208  PID         -  MG0208
 MG0208  STATE/COUNTY-  IL/HENRY
 MG0208  USGS QUAD   -  WOODHULL (1992)
 MG0208
 MG0208                         *CURRENT SURVEY CONTROL
 MG0208  ___________________________________________________________________
 MG0208* NAD 83(1986)-  41 10 49.     (N)    090 20 23.     (W)     SCALED    
 MG0208* NAVD 88     -       246.43   (meters)     808.5    (feet)  RESET     
 MG0208  ___________________________________________________________________
 MG0208  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0208
 MG0208  VERT ORDER  -  THIRD
 MG0208
 MG0208.The horizontal coordinates were scaled from a topographic map and have
 MG0208.an estimated accuracy of +/- 6 seconds.
 MG0208
 MG0208.The orthometric height was computed from unverified reset data.
 MG0208
 MG0208.The geoid height was determined by GEOID03.
 MG0208
 MG0208;                    North         East    Units  Estimated Accuracy
 MG0208;SPC IL W     -   501,060.      685,480.      MT  (+/- 180 meters Scaled)
 MG0208
 MG0208                          SUPERSEDED SURVEY CONTROL
 MG0208
 MG0208.No superseded survey control is available for this station.
 MG0208
 MG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF231621(NAD 83)
 MG0208_MARKER: DZ = AZIMUTH MARK DISK
 MG0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0208_STAMPING: HULL 1959 1972
 MG0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0208+STABILITY: SURFACE MOTION
 MG0208
 MG0208  HISTORY     - Date     Condition        Report By
 MG0208  HISTORY     - 1972     MONUMENTED       NGS
 MG0208  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 MG0208  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MG0208
 MG0208                          STATION DESCRIPTION
 MG0208
 MG0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MG0208'1.4 MI W FROM WOODHULL.
 MG0208'LOCATED AT THE SOUTHWEST EDGE OF THE WOODHULL PLAZA AT THE
 MG0208'SOUTH EAST INTERSECTION OF STATE HIGHWAY 17 AND INTERSTATE
 MG0208'HIGHWAY 74, 38 FEET NORTH OF CENTERLINE OF ROAD TO PLAZA, 55
 MG0208'FEET WEST OF A POWER AND 1 LIGHT POLE, 59 FEET EAST OF THE
 MG0208'CENTERLINE OF WEST ENTRANCE TO TRUCK PARKING AREA AND 30 FEET
 MG0208'NORTHEAST OF THE EAST END OF A METAL CULVERT.  THE DISK IS
 MG0208'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 MG0208
 MG0208                          STATION RECOVERY (2001)
 MG0208
 MG0208'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0208'MARK NOT FOUND.
 MG0208
 MG0208                          STATION RECOVERY (2004)
 MG0208
 MG0208'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0212 ***********************************************************************
 MG0212  DESIGNATION -  HULL RESET
 MG0212  PID         -  MG0212
 MG0212  STATE/COUNTY-  IL/HENRY
 MG0212  USGS QUAD   -  WOODHULL (1992)
 MG0212
 MG0212                         *CURRENT SURVEY CONTROL
 MG0212  ___________________________________________________________________
 MG0212* NAD 83(1986)-  41 10 48.65085(N)    090 20 09.17701(W)     ADJUSTED  
 MG0212* NAVD 88     -       246.18   (meters)     807.7    (feet)  RESET     
 MG0212  ___________________________________________________________________
 MG0212  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 MG0212  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0212
 MG0212  HORZ ORDER  -  SECOND
 MG0212  VERT ORDER  -  THIRD
 MG0212
 MG0212.The horizontal coordinates were established by classical geodetic methods
 MG0212.and adjusted by the National Geodetic Survey in July 1986..
 MG0212
 MG0212.The orthometric height was computed from unverified reset data.
 MG0212
 MG0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0212
 MG0212.The geoid height was determined by GEOID03.
 MG0212
 MG0212;                    North         East     Units Scale Factor Converg.
 MG0212;SPC IL W     -   501,048.248   685,802.668   MT  0.99994366   -0 06 41.1
 MG0212;SPC IL W     - 1,643,855.79  2,250,004.25   sFT  0.99994366   -0 06 41.1
 MG0212;UTM  15      - 4,562,181.073   723,455.945   MT  1.00021457   +1 45 17.5
 MG0212
 MG0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0212!SPC IL W     -   0.99996653  x   0.99994366  =   0.99991019
 MG0212!UTM  15      -   0.99996653  x   1.00021457  =   1.00018109
 MG0212
 MG0212                          SUPERSEDED SURVEY CONTROL
 MG0212
 MG0212  NAD 27      -  41 10 48.52180(N)    090 20 08.72880(W) AD(       ) 2
 MG0212
 MG0212.Superseded values are not recommended for survey control.
 MG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0212.See file dsdata.txt to determine how the superseded data were derived.
 MG0212
 MG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2345662181(NAD 83)
 MG0212_MARKER: DB = BENCH MARK DISK
 MG0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0212_STAMPING: HULL 1959 1972
 MG0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0212+STABILITY: SURFACE MOTION
 MG0212
 MG0212  HISTORY     - Date     Condition        Report By
 MG0212  HISTORY     - 1972     MONUMENTED       NGS
 MG0212  HISTORY     - 1972     GOOD             NGS
 MG0212  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 MG0212  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MG0212
 MG0212                          STATION DESCRIPTION
 MG0212
 MG0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MG0212'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 MG0212'REFERENCE MARK 2 WAS FOUND UPROOTED.  REFERENCE MARK 1 WAS NOT
 MG0212'FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY GRADING.  THE STATION
 MG0212'MARK AND AZIMUTH MARK WERE LOWERED IN THEIR ORIGINAL POSITION
 MG0212'AT THE REQUEST OF MR. RICHARD C. GEIGER (MANAGER WOODHULL PLAZA).
 MG0212'REFERENCE MARKS 3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 MG0212'
 MG0212'THE STATION IS LOCATED ON THE PROPERTY OF AND AT THE SOUTHEAST
 MG0212'EDGE OF THE WOODHULL PLAZA, AT THE SOUTHEAST INTERSECTION OF
 MG0212'STATE HIGHWAY 17 AND INTERSTATE HIGHWAY 74, 57 FEET WEST OF
 MG0212'AN UNDERGROUND CABLE BOX, 71 FEET SOUTHWEST OF A CONCRETE
 MG0212'HEADWALL, 37 FEET SOUTH OF THE CENTERLINE OF ROAD, 116 FEET
 MG0212'SOUTHWEST OF LIGHT, TRANSFORMER POWER POLE, 163 FEET WEST OF
 MG0212'METAL GUARD RAIL AT DEAD END OF ROAD AND 310 FEET EAST OF
 MG0212'CENTERLINE OF EAST DRIVEWAY TO GARAGE.  THE MONUMENT IS 8
 MG0212'INCHES UNDERGROUND AND THE DISK IS STAMPED HULL 1959 1972.
 MG0212'
 MG0212'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HULL 1959 NO 3
 MG0212'1972, SET IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL,
 MG0212'82 FEET WEST OF THE GUARD RAIL, 27 FEET SOUTH OF THE CENTERLINE
 MG0212'OF THE ROAD AND 67 FEET SOUTH OF THE POWER POLE.
 MG0212'
 MG0212'REFERENCE MARK 4 IS 230 FEET WEST OF THE GUARD RAIL, 37 FEET
 MG0212'SOUTH OF THE CENTERLINE OF THE ROAD AND 232 FEET EAST OF THE
 MG0212'CENTERLINE OF THE DRIVEWAY TO THE GARAGE.  THE MONUMENT IS
 MG0212'FLUSH AND THE DISK IS STAMPED HULL 1959 NO 4 1972.
 MG0212'
 MG0212'THE AZIMUTH MARK IS 38 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MG0212'55 FEET WEST OF A POWER AND LIGHT POLE, 59 FEET EAST OF THE
 MG0212'CENTERLINE OF THE WEST ENTRANCE TO TRUCK PARKING AREA, 30
 MG0212'FEET NORTHEAST OF THE EAST END OF A METAL CULVERT AND AT THE
 MG0212'SOUTHWEST EDGE OF THE PLAZA.  THE MONUMENT IS FLUSH AND THE
 MG0212'DISK IS STAMPED HULL 1959 1972.
 MG0212'
 MG0212'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MG0212'
 MG0212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST
 MG0212'OF WOODHULL
 MG0212
 MG0212                          STATION RECOVERY (1972)
 MG0212
 MG0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MG0212'1 MI W FROM WOODHULL.
 MG0212'LOCATED IN THE SOUTHWEST INTERSECTION OF STATE HIGHWAY 17 AND
 MG0212'INTERSTATE HIGHWAY 74, AT THE SOUTHEAST EDGE OF THE WOODHULL
 MG0212'PLAZA, 57 FEET WEST OF AN UNDERGROUND CABLE BOX, 71 FEET SOUTHWEST
 MG0212'OF A CONCRETE HEADWALL, 37 FEET SOUTH OF THE CENTERLINE OF
 MG0212'ROAD ALONG SOUTH SIDE OF THE PLAZA, 116 FEET SOUTHWEST OF A POWER,
 MG0212'TRANSFORMER AND LIGHT POLE, 163 FEET WEST OF A METAL GUARD RAIL
 MG0212'AT END OF DEAD END OF ROAD, 310 FEET EAST OF THE CENTERLINE
 MG0212'OF EAST DRIVEWAY TO GARAGE, SET IN THE TOP OF AN IRREGULAR
 MG0212'MASS OF CONCRETE 8 INCHES UNDERGROUND.
 MG0212
 MG0212                          STATION RECOVERY (2001)
 MG0212
 MG0212'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0212'MARK NOT FOUND.
 MG0212
 MG0212                          STATION RECOVERY (2004)
 MG0212
 MG0212'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0211 ***********************************************************************
 MG0211  DESIGNATION -  HULL RM 1
 MG0211  PID         -  MG0211
 MG0211  STATE/COUNTY-  IL/HENRY
 MG0211  USGS QUAD   -  WOODHULL (1992)
 MG0211
 MG0211                         *CURRENT SURVEY CONTROL
 MG0211  ___________________________________________________________________
 MG0211* NAD 83(1986)-  41 10 48.     (N)    090 20 08.     (W)     SCALED    
 MG0211* NAVD 88     -       246.568  (meters)     808.95   (feet)  ADJUSTED  
 MG0211  ___________________________________________________________________
 MG0211  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0211  DYNAMIC HT  -         246.464 (meters)     808.61  (feet)  COMP
 MG0211  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 MG0211
 MG0211  VERT ORDER  -  SECOND    CLASS 0
 MG0211
 MG0211.The horizontal coordinates were scaled from a topographic map and have
 MG0211.an estimated accuracy of +/- 6 seconds.
 MG0211
 MG0211.The orthometric height was determined by differential leveling
 MG0211.and adjusted by the National Geodetic Survey in June 1991..
 MG0211
 MG0211.The geoid height was determined by GEOID03.
 MG0211
 MG0211.The dynamic height is computed by dividing the NAVD 88
 MG0211.geopotential number by the normal gravity value computed on the
 MG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0211.degrees latitude (g = 980.6199 gals.).
 MG0211
 MG0211.The modeled gravity was interpolated from observed gravity values.
 MG0211
 MG0211;                    North         East    Units  Estimated Accuracy
 MG0211;SPC IL W     -   501,030.      685,830.      MT  (+/- 180 meters Scaled)
 MG0211
 MG0211                          SUPERSEDED SURVEY CONTROL
 MG0211
 MG0211  NGVD 29 (??/??/92)  246.625  (m)          809.14   (f) ADJ UNCH    2 0
 MG0211
 MG0211.Superseded values are not recommended for survey control.
 MG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0211.See file dsdata.txt to determine how the superseded data were derived.
 MG0211
 MG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF234621(NAD 83)
 MG0211_MARKER: DR = REFERENCE MARK DISK
 MG0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0211_STAMPING: HULL NO 1 1959
 MG0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0211+STABILITY: SURFACE MOTION
 MG0211
 MG0211  HISTORY     - Date     Condition        Report By
 MG0211  HISTORY     - 1959     MONUMENTED       CGS
 MG0211  HISTORY     - 1972     MARK NOT FOUND   NGS
 MG0211  HISTORY     - 19960710 MARK NOT FOUND   USPSQD
 MG0211  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 MG0211  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MG0211
 MG0211                          STATION DESCRIPTION
 MG0211
 MG0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0211'1.1 MI W FROM WOODHULL.
 MG0211'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0211'TANK AT WOODHULL, 39 FEET NORTH OF THE CENTER LINE OF THE
 MG0211'HIGHWAY, 42 FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF FENCE
 MG0211'LINE, 70 FEET WEST OF THE WEST END OF A PIPE CULVERT, 76.9
 MG0211'FEET NORTH OF TRIANGULATION STATION HULL, 79.1 FEET NORTH
 MG0211'OF A METAL WITNESS POST, 1.5 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 MG0211'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 MG0211
 MG0211                          STATION RECOVERY (1972)
 MG0211
 MG0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MG0211'MARK NOT FOUND.
 MG0211
 MG0211                          STATION RECOVERY (1996)
 MG0211
 MG0211'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0211'MARK NOT FOUND.
 MG0211
 MG0211                          STATION RECOVERY (2001)
 MG0211
 MG0211'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0211'HULL RM 2 WAS NOT FOUND
 MG0211'HULL RM 3 WAS NOT FOUNS
 MG0211'HULL RM 4 WAS NOT FOUND
 MG0211'HULL AZ MK WAS NOT FOUND
 MG0211
 MG0211                          STATION RECOVERY (2004)
 MG0211
 MG0211'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0213 ***********************************************************************
 MG0213  DESIGNATION -  HULL RM 3
 MG0213  PID         -  MG0213
 MG0213  STATE/COUNTY-  IL/HENRY
 MG0213  USGS QUAD   -  WOODHULL (1992)
 MG0213
 MG0213                         *CURRENT SURVEY CONTROL
 MG0213  ___________________________________________________________________
 MG0213* NAD 83(1986)-  41 10 48.     (N)    090 20 08.     (W)     SCALED    
 MG0213* NAVD 88     -       246.34   (meters)     808.2    (feet)  RESET     
 MG0213  ___________________________________________________________________
 MG0213  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0213
 MG0213  VERT ORDER  -  THIRD
 MG0213
 MG0213.The horizontal coordinates were scaled from a topographic map and have
 MG0213.an estimated accuracy of +/- 6 seconds.
 MG0213
 MG0213.The orthometric height was computed from unverified reset data.
 MG0213
 MG0213.The geoid height was determined by GEOID03.
 MG0213
 MG0213;                    North         East    Units  Estimated Accuracy
 MG0213;SPC IL W     -   501,030.      685,830.      MT  (+/- 180 meters Scaled)
 MG0213
 MG0213                          SUPERSEDED SURVEY CONTROL
 MG0213
 MG0213.No superseded survey control is available for this station.
 MG0213
 MG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF234621(NAD 83)
 MG0213_MARKER: DR = REFERENCE MARK DISK
 MG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0213_STAMPING: HULL 1959 NO 3 1972
 MG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0213+STABILITY: SURFACE MOTION
 MG0213
 MG0213  HISTORY     - Date     Condition        Report By
 MG0213  HISTORY     - 1972     MONUMENTED       NGS
 MG0213
 MG0213                          STATION DESCRIPTION
 MG0213
 MG0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MG0213'1 MI W FROM WOODHULL.
 MG0213'LOCATED IN THE SOUTHWEST INTERSECTION OF STATE HIGHWAY 17 AND
 MG0213'INTERSTATE HIGHWAY 74, AT THE SOUTHEAST EDGE OF THE WOODHULL
 MG0213'PLAZA, A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A
 MG0213'CONCRETE HEADWALL, 82 FEET WEST OF A METAL GUARD RAIL AT DEAD
 MG0213'END OF ROAD, 27 FEET SOUTH OF THE CENTERLINE OF ROAD AT SOUTH
 MG0213'EDGE OF PLAZA, AND 67 FEET SOUTH OF POWER, LIGHT AND TRANSFORMER
 MG0213'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0214 ***********************************************************************
 MG0214  DESIGNATION -  HULL RM 4
 MG0214  PID         -  MG0214
 MG0214  STATE/COUNTY-  IL/HENRY
 MG0214  USGS QUAD   -  WOODHULL (1992)
 MG0214
 MG0214                         *CURRENT SURVEY CONTROL
 MG0214  ___________________________________________________________________
 MG0214* NAD 83(1986)-  41 10 48.     (N)    090 20 08.     (W)     SCALED    
 MG0214* NAVD 88     -       246.38   (meters)     808.3    (feet)  RESET     
 MG0214  ___________________________________________________________________
 MG0214  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0214
 MG0214  VERT ORDER  -  THIRD
 MG0214
 MG0214.The horizontal coordinates were scaled from a topographic map and have
 MG0214.an estimated accuracy of +/- 6 seconds.
 MG0214
 MG0214.The orthometric height was computed from unverified reset data.
 MG0214
 MG0214.The geoid height was determined by GEOID03.
 MG0214
 MG0214;                    North         East    Units  Estimated Accuracy
 MG0214;SPC IL W     -   501,030.      685,830.      MT  (+/- 180 meters Scaled)
 MG0214
 MG0214                          SUPERSEDED SURVEY CONTROL
 MG0214
 MG0214.No superseded survey control is available for this station.
 MG0214
 MG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF234621(NAD 83)
 MG0214_MARKER: DR = REFERENCE MARK DISK
 MG0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0214_STAMPING: HULL 1959 NO 4 1972
 MG0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0214+STABILITY: SURFACE MOTION
 MG0214
 MG0214  HISTORY     - Date     Condition        Report By
 MG0214  HISTORY     - 1972     MONUMENTED       NGS
 MG0214
 MG0214                          STATION DESCRIPTION
 MG0214
 MG0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MG0214'1 MI W FROM WOODHULL.
 MG0214'LOCATED AT THE SOUTHWEST INTERSECTION OF STATE HIGHWAY 17 AND
 MG0214'INTERSTATE HIGHWAY 74, AT THE SOUTHEAST END OF THE WOODHULL
 MG0214'PLAZA, 230 FEET WEST OF METAL GUARD RAIL AT END OF DEAD END
 MG0214'ROAD, 37 FEET SOUTH OF THE CENTERLINE OF ROAD AT SOUTH SIDE
 MG0214'OF PLAZA, 232 FEET EAST OF THE CENTERLINE OF EAST DRIVEWAY
 MG0214'TO GARAGE, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH
 MG0214'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0134 ***********************************************************************
 KB0134  DESIGNATION -  HUMBOLDT
 KB0134  PID         -  KB0134
 KB0134  STATE/COUNTY-  IL/COLES
 KB0134  USGS QUAD   -  HUMBOLDT (1983)
 KB0134
 KB0134                         *CURRENT SURVEY CONTROL
 KB0134  ___________________________________________________________________
 KB0134* NAD 83(1997)-  39 36 30.18824(N)    088 17 55.35542(W)     ADJUSTED  
 KB0134* NAVD 88     -       200.345  (meters)     657.30   (feet)  ADJUSTED  
 KB0134  ___________________________________________________________________
 KB0134  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KB0134  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0134  DYNAMIC HT  -         200.233 (meters)     656.93  (feet)  COMP
 KB0134  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KB0134
 KB0134  HORZ ORDER  -  SECOND
 KB0134  VERT ORDER  -  SECOND    CLASS 0
 KB0134
 KB0134.The horizontal coordinates were established by classical geodetic methods
 KB0134.and adjusted by the National Geodetic Survey in October 1999..
 KB0134
 KB0134.The orthometric height was determined by differential leveling
 KB0134.and adjusted by the National Geodetic Survey in June 1991..
 KB0134
 KB0134.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0134
 KB0134.The geoid height was determined by GEOID03.
 KB0134
 KB0134.The dynamic height is computed by dividing the NAVD 88
 KB0134.geopotential number by the normal gravity value computed on the
 KB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0134.degrees latitude (g = 980.6199 gals.).
 KB0134
 KB0134.The modeled gravity was interpolated from observed gravity values.
 KB0134
 KB0134;                    North         East     Units Scale Factor Converg.
 KB0134;SPC IL E     -   326,520.686   302,973.380   MT  0.99997511   +0 01 19.5
 KB0134;SPC IL E     - 1,071,259.95    994,005.16   sFT  0.99997511   +0 01 19.5
 KB0134;UTM  16      - 4,385,098.966   388,510.029   MT  0.99975303   -0 49 41.0
 KB0134
 KB0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0134!SPC IL E     -   0.99997361  x   0.99997511  =   0.99994872
 KB0134!UTM  16      -   0.99997361  x   0.99975303  =   0.99972664
 KB0134
 KB0134|---------------------------------------------------------------------|
 KB0134| PID    Reference Object                     Distance      Geod. Az  |
 KB0134|                                                           dddmmss.s |
 KB0134| KB0133 HUMBOLDT RM 1                        13.223 METERS 08535     |
 KB0134| KB1173 HUMBOLDT MUNICIPAL TANK             APPROX. 1.8 KM 2600302.4 |
 KB0134| KB0131 HUMBOLDT AZ                         347.176 METERS 27124     |
 KB0134| KB1163 BOURBON TRUNKLN GAS MICROWAVE       APPROX.12.9 KM 3314342.1 |
 KB0134| KB0132 HUMBOLDT RM 2                        13.832 METERS 34335     |
 KB0134| KB1164 ARCOLA MUNICIPAL TANK 1980          APPROX. 8.7 KM 3545455.9 |
 KB0134|---------------------------------------------------------------------|
 KB0134
 KB0134                          SUPERSEDED SURVEY CONTROL
 KB0134
 KB0134  NAD 83(1997)-  39 36 30.18778(N)    088 17 55.35467(W) AD(       ) 2
 KB0134  NAD 83(1986)-  39 36 30.19982(N)    088 17 55.35158(W) AD(       ) 2
 KB0134  NAD 27      -  39 36 30.08160(N)    088 17 55.18780(W) AD(       ) 2
 KB0134  NGVD 29 (??/??/92)  200.418  (m)          657.54   (f) ADJ UNCH    2 0
 KB0134
 KB0134.Superseded values are not recommended for survey control.
 KB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0134.See file dsdata.txt to determine how the superseded data were derived.
 KB0134
 KB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8851085099(NAD 83)
 KB0134_MARKER: DS = TRIANGULATION STATION DISK
 KB0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0134_STAMPING: HUMBOLDT 1959
 KB0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0134+STABILITY: SURFACE MOTION
 KB0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0134+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0134
 KB0134  HISTORY     - Date     Condition        Report By
 KB0134  HISTORY     - 1959     MONUMENTED       CGS
 KB0134  HISTORY     - 1959     GOOD             CGS
 KB0134  HISTORY     - 1973     GOOD             ILHD
 KB0134  HISTORY     - 1980     GOOD             NGS
 KB0134  HISTORY     - 20050228 GOOD             ILDT
 KB0134
 KB0134                          STATION DESCRIPTION
 KB0134
 KB0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0134'THE STATION IS LOCATED ABOUT 1-1/4 MILES EAST-NORTHEAST OF HUMBOLDT
 KB0134'ON ROAD-RIGHT-OF-WAY PROPERTY.
 KB0134'
 KB0134'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HUMBOLDT, GO NORTH
 KB0134'ALONG THE EAST SIDE OF TRACKS FOR 0.35 MILE TO A T ROAD, TURN
 KB0134'RIGHT AND GO EAST ON THE OILED ROAD FOR 0.9 MILE TO A CROSSROAD, KEEP
 KB0134'STRAIGHT AHEAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 KB0134'
 KB0134'STATION MARK, A STANDARD DISK STAMPED HUMBOLDT 1959, IS SET IN A 12
 KB0134'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 IN.  THE MARK IS 23.6
 KB0134'FEET EAST OF A TELEPHONE POLE WITH A TRIANGLE BLAZE, 23 FEET SOUTH OF
 KB0134'THE APPROXIMATE CENTER OF THE OILED ROAD AND 2 FEET NORTH OF A
 KB0134'FENCE POST.
 KB0134'
 KB0134'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HUMBOLDT NO 1 1959, IS
 KB0134'SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 KB0134'INCHES. THE MARK IS 67 FEET EAST-NORTHEAST OF A TELEPHONE POLE WITH A
 KB0134'TRIANGLE BLAZE AND 19 FEET SOUTH OF THE APPROXIMATE CENTER OF
 KB0134'THE OILED ROAD.
 KB0134'
 KB0134'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HUMBOLDT NO. 2 1959, IS
 KB0134'SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KB0134'THE MARK IS 14 FEET EAST OF A CONCRETE POST AND 20.5 FEET NORTH OF
 KB0134'THE APPROXIMATE CENTER OF THE OILED ROAD.
 KB0134'
 KB0134'AZIMUTH MARK, A STANDARD DISK STAMPED HUMBOLDT 1959, IS SET IN A 12
 KB0134'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. THE MARK
 KB0134'IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF THE OILED ROAD AND 68.5
 KB0134'FEET NORTHWEST OF A TELEPHONE POLE NO. 41.
 KB0134'
 KB0134'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE OILED ROAD
 KB0134'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 KB0134'DESCRIBED.
 KB0134'
 KB0134'HEIGHT OF LIGHT ABOVE STATION MARK 3.44 METERS.
 KB0134
 KB0134                          STATION RECOVERY (1959)
 KB0134
 KB0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0134'1.9 MI NE FROM HUMBOLDT.
 KB0134'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0134'THE STATION AT HUMBOLDT, THENCE 1.0 MILE EAST ALONG A CONCRETE
 KB0134'PAVED ROAD, THENCE 0.6MILE NORTH ALONG AN OILED ROAD, THENCE 0.2
 KB0134'MILE EAST ALONG AN OILED ROAD, 23 FEET SOUTH OF THE CENTER LINE
 KB0134'OF THE ROAD, 24 FEET EAST OF THE SEVENTH TELEPHONE POLE EAST OF
 KB0134'THE JUNCTION, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 KB0134'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- NORTH OF A BORROW
 KB0134'PIT W OF I 57.
 KB0134
 KB0134                          STATION RECOVERY (1973)
 KB0134
 KB0134'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0134'RECOVERED IN GOOD CONDITION.
 KB0134
 KB0134                          STATION RECOVERY (1980)
 KB0134
 KB0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB0134'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 KB0134'WERE RECOVERED IN GOOD CONDITION. THE DISTANCE TO THE
 KB0134'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1959 DATA
 KB0134'HOWEVER THE DIRECTION TO REFERENCE MARK 2 WAS GREATER BY
 KB0134'1 MINUTE AND 54 SECONDS, THE DIRECTION TO REFERENCE MARK 1
 KB0134'COMPARED WITH THE 1959 DATA.
 KB0134'THE STATION IS LOCATED 16 KM (10 MI) NORTH-NORTHEAST OF MATTOON,
 KB0134'8 KM (5 MI) SOUTH OF ARCOLA, 1.5 KM (1 MI) EAST OF HUMBOLDT,
 KB0134'AND ON ROAD RIGHT-OF-WAY.
 KB0134'
 KB0134'TO REACH THE STATION FROM THE POST OFFICE IN HUMBOLDT GO EAST
 KB0134'ON A PAVED ROAD FOR 0.08 KM (0.05 MI) TO A CROSSROAD, JEFFERSON
 KB0134'STREET.  TURN LEFT AND GO NORTH ON JEFFERSON STREET FOR
 KB0134'0.48 KM (0.3 MI) TO A T-ROAD.  TURN RIGHT AND GO EAST ON A
 KB0134'PAVED ROAD FOR 1.2 KM (0.8 MI) TO A CROSSROAD.  CONTINUE
 KB0134'EAST ON A DIRT ROAD FOR 0.08 KM (0.05 MI) TO THE
 KB0134'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE DIRT ROAD
 KB0134'FOR 0.4 KM (0.25 MI) TO A FIELD ROAD LEFT AND THE STATION ON
 KB0134'THE RIGHT.
 KB0134'
 KB0134'THE STATION IS A STANDARD CGS DISK
 KB0134'STAMPED---HUMBOLDT 1959---,
 KB0134'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB0134'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 KB0134'13.1 METERS (42.98 FT) WEST FROM THE METAL WITNESS POST,
 KB0134'9.8 METERS (32.15 FT) SOUTH-SOUTHEAST FROM THE JUNCTION OF THE
 KB0134'DIRT ROAD AND THE FIELD ROAD AND
 KB0134'7.2 METERS (23.62 FT) SOUTH FROM THE CENTER OF THE DIRT ROAD.
 KB0134'
 KB0134'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 KB0134'STAMPED---HUMBOLDT NO 1 1959---,
 KB0134'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB0134'FLUSH WITH GROUND.  IT IS LOCATED
 KB0134'21.4 METERS (70.21 FT) EAST-SOUTHEAST FROM THE JUNCTION OF THE
 KB0134'DIRT ROAD AND THE FIELD ROAD,
 KB0134'6.2 METERS (20.34 FT) SOUTH FROM THE CENTER OF THE DIRT ROAD AND
 KB0134'0.1 METER (0.33 FT) NORTH FROM THE METAL WITNESS POST.
 KB0134'MARK IS LEVEL WITH STATION.
 KB0134'
 KB0134'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 KB0134'STAMPED---HUMBOLDT NO 2 1959---,
 KB0134'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB0134'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 KB0134'21.5 METERS (70.54 FT) NORTH FROM THE CENTER OF THE DIRT ROAD,
 KB0134'20.9 METERS (68.57 FT) NORTHWEST FROM THE METAL WITNESS POST, AND
 KB0134'12.5 METERS (41.01 FT) EAST FROM THE CENTER OF THE FIELD ROAD.
 KB0134'MARK IS BELOW STATION 0.3 METER.
 KB0134'
 KB0134'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 KB0134'STAMPED---HUMBOLDT 1959---,
 KB0134'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB0134'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 KB0134'5.0 METERS (16.4 FT) NORTH FROM THE CENTER OF THE DIRT ROAD AND
 KB0134'0.27 METER (0.89 FT) EAST FROM A METAL WITNESS POST.
 KB0134'
 KB0134'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.9 METERS.
 KB0134
 KB0134                          STATION RECOVERY (2005)
 KB0134
 KB0134'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0134'TO REACH MARK FROM INTERSECTION OF 1600N/900E GO EAST ALONG 1600N FOR
 KB0134'0.25 MILES TO MARK ON RIGHT MARK IS 1' WEST OF THE NW CORNER OF A
 KB0134'WOODED FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0131 ***********************************************************************
 KB0131  DESIGNATION -  HUMBOLDT AZ
 KB0131  PID         -  KB0131
 KB0131  STATE/COUNTY-  IL/COLES
 KB0131  USGS QUAD   -  HUMBOLDT (1983)
 KB0131
 KB0131                         *CURRENT SURVEY CONTROL
 KB0131  ___________________________________________________________________
 KB0131* NAD 83(1997)-  39 36 30.46254(N)    088 18 09.90440(W)     ADJUSTED  
 KB0131* NAVD 88     -       200.362  (meters)     657.35   (feet)  ADJUSTED  
 KB0131  ___________________________________________________________________
 KB0131  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 KB0131  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0131  DYNAMIC HT  -         200.250 (meters)     656.99  (feet)  COMP
 KB0131  MODELED GRAV-     980,065.9   (mgal)                       NAVD 88
 KB0131
 KB0131  HORZ ORDER  -  SECOND
 KB0131  VERT ORDER  -  SECOND    CLASS 0
 KB0131
 KB0131.The horizontal coordinates were established by classical geodetic methods
 KB0131.and adjusted by the National Geodetic Survey in October 1999..
 KB0131
 KB0131.The orthometric height was determined by differential leveling
 KB0131.and adjusted by the National Geodetic Survey in June 1991..
 KB0131
 KB0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0131
 KB0131.The geoid height was determined by GEOID03.
 KB0131
 KB0131.The dynamic height is computed by dividing the NAVD 88
 KB0131.geopotential number by the normal gravity value computed on the
 KB0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0131.degrees latitude (g = 980.6199 gals.).
 KB0131
 KB0131.The modeled gravity was interpolated from observed gravity values.
 KB0131
 KB0131;                    North         East     Units Scale Factor Converg.
 KB0131;SPC IL E     -   326,529.020   302,626.313   MT  0.99997508   +0 01 10.2
 KB0131;SPC IL E     - 1,071,287.29    992,866.50   sFT  0.99997508   +0 01 10.2
 KB0131;UTM  16      - 4,385,112.445   388,163.201   MT  0.99975399   -0 49 50.3
 KB0131
 KB0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0131!SPC IL E     -   0.99997361  x   0.99997508  =   0.99994869
 KB0131!UTM  16      -   0.99997361  x   0.99975399  =   0.99972760
 KB0131
 KB0131                          SUPERSEDED SURVEY CONTROL
 KB0131
 KB0131  NAD 83(1997)-  39 36 30.46211(N)    088 18 09.90366(W) AD(       ) 2
 KB0131  NAD 83(1986)-  39 36 30.47416(N)    088 18 09.90057(W) AD(       ) 2
 KB0131  NAD 27      -  39 36 30.35574(N)    088 18 09.73635(W) AD(       ) 2
 KB0131  NGVD 29 (??/??/92)  200.434  (m)          657.59   (f) ADJ UNCH    2 0
 KB0131
 KB0131.Superseded values are not recommended for survey control.
 KB0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0131.See file dsdata.txt to determine how the superseded data were derived.
 KB0131
 KB0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8816385112(NAD 83)
 KB0131_MARKER: DZ = AZIMUTH MARK DISK
 KB0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0131_STAMPING: HUMBOLDT 1959
 KB0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0131+STABILITY: SURFACE MOTION
 KB0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0131+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0131
 KB0131  HISTORY     - Date     Condition        Report By
 KB0131  HISTORY     - 1959     MONUMENTED       CGS
 KB0131  HISTORY     - 1973     GOOD             ILHD
 KB0131  HISTORY     - 1980     GOOD             NGS
 KB0131  HISTORY     - 20050228 GOOD             ILDT
 KB0131
 KB0131                          STATION DESCRIPTION
 KB0131
 KB0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0131'1.7 MI NE FROM HUMBOLDT.
 KB0131'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0131'THE STATION AT HUMBOLDT, THENCE 1.0 MILE EAST ALONG A CONCRETE
 KB0131'PAVED ROAD, THENCE 0.6 MILE NORTH ALONG AN OILED ROAD, AT THE
 KB0131'JUNCTION OF AN EAST-WEST OILED ROAD, 18 FEET NORTH OF THE CENTER
 KB0131'LINE OF THE EAST-WEST OILED ROAD, 159 FEET EAST OF THE EXTENDED
 KB0131'CENTER LINE OF ROAD SOUTH, 218 FEET EAST OF THE CENTER LINE OF
 KB0131'THE OILED ROAD NORTH, 132 FEET NORTHEAST AND ACROSS THE ROAD
 KB0131'FROM A TELEPHONE POLE, 68 FEET NORTHWEST AND ACROSS THE ROAD
 KB0131'FROM A TELEPHONE POLE, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD
 KB0131'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0131
 KB0131                          STATION RECOVERY (1973)
 KB0131
 KB0131'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0131'RECOVERED IN GOOD CONDITION.
 KB0131
 KB0131                          STATION RECOVERY (1980)
 KB0131
 KB0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB0131'THE STATION IS LOCATED ABOUT 16 KM (10 MI) NORTH-NORTHEAST
 KB0131'OF MATTOON, 8 KM (5 MI) SOUTH OF ARCOLA, 1.6 KM (1 MI)
 KB0131'EAST NORTHEAST OF HUMBOLDT, IN THE NW1/4,S3,T13N,R8E OF
 KB0131'HUMBOLDT TOWNSHIP, AND ON TOWNSHIP ROAD RIGHT-OF-WAY.
 KB0131'
 KB0131'TO REACH THE STATION FROM THE POST OFFICE IN HUMBOLDT, GO
 KB0131'EAST ON ELM STREET FOR 0.08 KM (0.05 MI) TO JEFFERSON
 KB0131'STREET.  TURN LEFT AND GO NORTH ON JEFFERSON STREET FOR
 KB0131'0.5 KM (0.3 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO EAST
 KB0131'ON WASHINGTON STREET FOR 1.3 KM (0.8 MI) TO A CROSSROAD.
 KB0131'CONTINUE EAST ON A DIRT ROAD FOR 0.08 KM (0.05 MI) TO THE
 KB0131'STATION ON THE LEFT.
 KB0131'
 KB0131'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 KB0131'STAMPED---HUMBOLDT 1959---,
 KB0131'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KB0131'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 KB0131'5.0 METERS (16.4 FT) NORTH FROM THE CENTER OF A DIRT ROAD AND
 KB0131'0.26 METER (0.9 FT) EAST FROM A METAL WITNESS POST AND
 KB0131'ABOUT 1 METER ABOVE THE ROAD.
 KB0131'
 KB0131'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 KB0131
 KB0131                          STATION RECOVERY (2005)
 KB0131
 KB0131'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1173 ***********************************************************************
 KB1173  DESIGNATION -  HUMBOLDT MUNICIPAL TANK
 KB1173  PID         -  KB1173
 KB1173  STATE/COUNTY-  IL/COLES
 KB1173  USGS QUAD   -  HUMBOLDT (1983)
 KB1173
 KB1173                         *CURRENT SURVEY CONTROL
 KB1173  ___________________________________________________________________
 KB1173* NAD 83(1997)-  39 36 19.85639(N)    088 19 11.44755(W)     ADJUSTED  
 KB1173* NAVD 88     -                                                        
 KB1173  ___________________________________________________________________
 KB1173  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 KB1173  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB1173
 KB1173  HORZ ORDER  -  THIRD
 KB1173
 KB1173.The horizontal coordinates were established by classical geodetic methods
 KB1173.and adjusted by the National Geodetic Survey in October 1999..
 KB1173
 KB1173
 KB1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1173
 KB1173.The geoid height was determined by GEOID03.
 KB1173
 KB1173;                    North         East     Units Scale Factor Converg.
 KB1173;SPC IL E     -   326,201.565   301,158.260   MT  0.99997502   +0 00 31.0
 KB1173;SPC IL E     - 1,070,212.97    988,050.06   sFT  0.99997502   +0 00 31.0
 KB1173;UTM  16      - 4,384,806.874   386,690.774   MT  0.99975807   -0 50 29.4
 KB1173
 KB1173                          SUPERSEDED SURVEY CONTROL
 KB1173
 KB1173  NAD 83(1997)-  39 36 19.85579(N)    088 19 11.44662(W) AD(       ) 4
 KB1173  NAD 83(1986)-  39 36 19.86820(N)    088 19 11.44365(W) AD(       ) 4
 KB1173  NAD 27      -  39 36 19.74910(N)    088 19 11.27440(W) AD(       ) 3
 KB1173
 KB1173.Superseded values are not recommended for survey control.
 KB1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1173.See file dsdata.txt to determine how the superseded data were derived.
 KB1173
 KB1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8669184807(NAD 83)
 KB1173_MARKER: 53 = ELEVATED TANK
 KB1173
 KB1173  HISTORY     - Date     Condition        Report By
 KB1173  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1173
 KB1173                          STATION DESCRIPTION
 KB1173
 KB1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1173'THE STATION, HUMBOLDT MUNICIPAL WATER TANK, IS THE TOP CENTER
 KB1173'OF A 120 FEET, 4-LEGGED ELEVATED WATER TANK, LIGHT BLUE IN COLOR
 KB1173'WITH BLACK LETTERING (HUMBOLDT) AND OWNED BY THE CITY OF
 KB1173'HUMBOLDT.
 KB1173'
 KB1173'THE STATION IS LOCATED IN THE NORTH PART OF HUMBOLDT, SOUTHEAST
 KB1173'OF THE INTERSECTION OF COMMERICIAL AND MULBERRY STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0133 ***********************************************************************
 KB0133  DESIGNATION -  HUMBOLDT RM 1
 KB0133  PID         -  KB0133
 KB0133  STATE/COUNTY-  IL/COLES
 KB0133  USGS QUAD   -  HUMBOLDT (1983)
 KB0133
 KB0133                         *CURRENT SURVEY CONTROL
 KB0133  ___________________________________________________________________
 KB0133* NAD 83(1986)-  39 36 30.     (N)    088 17 55.     (W)     SCALED    
 KB0133* NAVD 88     -       200.216  (meters)     656.88   (feet)  ADJUSTED  
 KB0133  ___________________________________________________________________
 KB0133  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0133  DYNAMIC HT  -         200.105 (meters)     656.51  (feet)  COMP
 KB0133  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KB0133
 KB0133  VERT ORDER  -  SECOND    CLASS 0
 KB0133
 KB0133.The horizontal coordinates were scaled from a topographic map and have
 KB0133.an estimated accuracy of +/- 6 seconds.
 KB0133
 KB0133.The orthometric height was determined by differential leveling
 KB0133.and adjusted by the National Geodetic Survey in June 1991..
 KB0133
 KB0133.The geoid height was determined by GEOID03.
 KB0133
 KB0133.The dynamic height is computed by dividing the NAVD 88
 KB0133.geopotential number by the normal gravity value computed on the
 KB0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0133.degrees latitude (g = 980.6199 gals.).
 KB0133
 KB0133.The modeled gravity was interpolated from observed gravity values.
 KB0133
 KB0133;                    North         East    Units  Estimated Accuracy
 KB0133;SPC IL E     -   326,520.      302,980.      MT  (+/- 180 meters Scaled)
 KB0133
 KB0133                          SUPERSEDED SURVEY CONTROL
 KB0133
 KB0133  NGVD 29 (??/??/92)  200.289  (m)          657.11   (f) ADJ UNCH    2 0
 KB0133
 KB0133.Superseded values are not recommended for survey control.
 KB0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0133.See file dsdata.txt to determine how the superseded data were derived.
 KB0133
 KB0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ885850(NAD 83)
 KB0133_MARKER: DR = REFERENCE MARK DISK
 KB0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0133_STAMPING: HUMBOLDT NO 1 1959
 KB0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0133+STABILITY: SURFACE MOTION
 KB0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0133+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0133
 KB0133  HISTORY     - Date     Condition        Report By
 KB0133  HISTORY     - 1959     MONUMENTED       CGS
 KB0133  HISTORY     - 1973     GOOD             ILHD
 KB0133  HISTORY     - 20050228 GOOD             ILDT
 KB0133
 KB0133                          STATION DESCRIPTION
 KB0133
 KB0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0133'1.9 MI NE FROM HUMBOLDT.
 KB0133'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0133'THE STATION AT HUMBOLDT, THENCE 1.0 MILE EAST ALONG A CONCRETE
 KB0133'PAVED ROAD, THENCE 0.6 MILE NORTH ALONG AN OILED ROAD, THENCE
 KB0133'0.2 MILE EAST ALONG AN OILED ROAD, 20 FEET SOUTH OF THE CENTER
 KB0133'LINE OF THE ROAD, 67 FEET EAST OF THE SEVENTH TELEPHONE POLE
 KB0133'EAST OF THE JUNCTION, 43.3 FEET EAST OF TRIANGULATION STATION
 KB0133'HUMBOLDT, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 KB0133'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- NORTH OF A BORROW
 KB0133'PIT W OF I 57.
 KB0133
 KB0133                          STATION RECOVERY (1973)
 KB0133
 KB0133'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0133'RECOVERED IN GOOD CONDITION.
 KB0133
 KB0133                          STATION RECOVERY (2005)
 KB0133
 KB0133'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0132 ***********************************************************************
 KB0132  DESIGNATION -  HUMBOLDT RM 2
 KB0132  PID         -  KB0132
 KB0132  STATE/COUNTY-  IL/COLES
 KB0132  USGS QUAD   -  HUMBOLDT (1983)
 KB0132
 KB0132                         *CURRENT SURVEY CONTROL
 KB0132  ___________________________________________________________________
 KB0132* NAD 83(1986)-  39 36 30.     (N)    088 17 55.     (W)     SCALED    
 KB0132* NAVD 88     -       200.200  (meters)     656.82   (feet)  ADJUSTED  
 KB0132  ___________________________________________________________________
 KB0132  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0132  DYNAMIC HT  -         200.088 (meters)     656.46  (feet)  COMP
 KB0132  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KB0132
 KB0132  VERT ORDER  -  SECOND    CLASS 0
 KB0132
 KB0132.The horizontal coordinates were scaled from a topographic map and have
 KB0132.an estimated accuracy of +/- 6 seconds.
 KB0132
 KB0132.The orthometric height was determined by differential leveling
 KB0132.and adjusted by the National Geodetic Survey in June 1991..
 KB0132
 KB0132.The geoid height was determined by GEOID03.
 KB0132
 KB0132.The dynamic height is computed by dividing the NAVD 88
 KB0132.geopotential number by the normal gravity value computed on the
 KB0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0132.degrees latitude (g = 980.6199 gals.).
 KB0132
 KB0132.The modeled gravity was interpolated from observed gravity values.
 KB0132
 KB0132;                    North         East    Units  Estimated Accuracy
 KB0132;SPC IL E     -   326,520.      302,980.      MT  (+/- 180 meters Scaled)
 KB0132
 KB0132                          SUPERSEDED SURVEY CONTROL
 KB0132
 KB0132  NGVD 29 (??/??/92)  200.272  (m)          657.06   (f) ADJ UNCH    2 0
 KB0132
 KB0132.Superseded values are not recommended for survey control.
 KB0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0132.See file dsdata.txt to determine how the superseded data were derived.
 KB0132
 KB0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ885850(NAD 83)
 KB0132_MARKER: DR = REFERENCE MARK DISK
 KB0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0132_STAMPING: HUMBOLDT NO 2 1959
 KB0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0132+STABILITY: SURFACE MOTION
 KB0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0132+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0132
 KB0132  HISTORY     - Date     Condition        Report By
 KB0132  HISTORY     - 1959     MONUMENTED       CGS
 KB0132  HISTORY     - 1973     GOOD             ILHD
 KB0132  HISTORY     - 20050228 GOOD             ILDT
 KB0132
 KB0132                          STATION DESCRIPTION
 KB0132
 KB0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0132'1.9 MI NE FROM HUMBOLDT.
 KB0132'ABOUT 0.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0132'THE STATION AT HUMBOLDT, THENCE 1.0 MILE EAST ALONG A CONCRETE
 KB0132'PAVED ROAD, THENCE 0.6 MILE NORTH ALONG AN OILED ROAD, THENCE
 KB0132'0.2 MILE EAST ALONG AN OILED ROAD, 18 FEET NORTH OF THE CENTER
 KB0132'LINE OF THE ROAD, 46 1/2 FEET NORTH-NORTHEAST AND ACROSS THE
 KB0132'ROAD FROM THE SEVENTH TELEPHONE POLE EAST OF THE JUNCTION, 45.4
 KB0132'FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM TRIANGULATION
 KB0132'STATION HUMBOLDT, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 KB0132'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- NORTH OF A BORROW
 KB0132'PIT W OF I 57.
 KB0132
 KB0132                          STATION RECOVERY (1973)
 KB0132
 KB0132'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0132'RECOVERED IN GOOD CONDITION.
 KB0132
 KB0132                          STATION RECOVERY (2005)
 KB0132
 KB0132'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1869 ***********************************************************************
 LC1869  CBN         -  This is a Cooperative Base Network Control Station.
 LC1869  DESIGNATION -  HUMMEL
 LC1869  PID         -  LC1869
 LC1869  STATE/COUNTY-  IL/WOODFORD
 LC1869  USGS QUAD   -  BENSON (1995)
 LC1869
 LC1869                         *CURRENT SURVEY CONTROL
 LC1869  ___________________________________________________________________
 LC1869* NAD 83(1997)-  40 50 17.27460(N)    089 05 23.40269(W)     ADJUSTED  
 LC1869* NAVD 88     -       230.6    (meters)     757.     (feet)  GPS OBS   
 LC1869  ___________________________________________________________________
 LC1869  X           -      76,763.166 (meters)                     COMP
 LC1869  Y           -  -4,831,905.241 (meters)                     COMP
 LC1869  Z           -   4,148,969.597 (meters)                     COMP
 LC1869  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 LC1869  ELLIP HEIGHT-         198.15  (meters)          (10/15/04) GPS OBS
 LC1869  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LC1869
 LC1869  HORZ ORDER  -  B
 LC1869  ELLP ORDER  -  FOURTH    CLASS II
 LC1869
 LC1869.The horizontal coordinates were established by GPS observations
 LC1869.and adjusted by the National Geodetic Survey in July 1998..
 LC1869
 LC1869.The orthometric height was determined by GPS observations and a
 LC1869.high-resolution geoid model.
 LC1869
 LC1869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1869
 LC1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1869
 LC1869.The ellipsoidal height was determined by GPS observations
 LC1869.and is referenced to NAD 83.
 LC1869
 LC1869.The geoid height was determined by GEOID03.
 LC1869
 LC1869;                    North         East     Units Scale Factor Converg.
 LC1869;SPC IL W     -   463,608.847   790,816.236   MT  1.00004265   +0 42 15.2
 LC1869;SPC IL W     - 1,521,023.36  2,594,536.27   sFT  1.00004265   +0 42 15.2
 LC1869;UTM  16      - 4,522,890.157   323,806.739   MT  0.99998211   -1 22 01.0
 LC1869
 LC1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1869!SPC IL W     -   0.99996892  x   1.00004265  =   1.00001157
 LC1869!UTM  16      -   0.99996892  x   0.99998211  =   0.99995103
 LC1869
 LC1869|---------------------------------------------------------------------|
 LC1869| PID    Reference Object                     Distance      Geod. Az  |
 LC1869|                                                           dddmmss.s |
 LC1869| LC1871 HUMMEL 1939 RM 3 1969                30.898 METERS 02436     |
 LC1869| LC1864 MINONK MUNICIPAL STANDPIPE          APPROX. 8.2 KM 0305905.1 |
 LC1869| LC1865 MINONK CATHOLIC CHURCH SPIRE        APPROX. 8.8 KM 0345549.5 |
 LC1869| CI7548 HUMMEL RM 1                          21.048 METERS 17946     |
 LC1869| CI7547 HUMMEL AZ MK RESET                                 2513836.6 |
 LC1869| CI7546 HUMMEL AZ MK                                       2514223.6 |
 LC1869| CI7549 HUMMEL RM 2                          25.902 METERS 28259     |
 LC1869| LC1872 BENSON ILL PWR CO MWV KSF 47        APPROX. 4.0 KM 2975256.9 |
 LC1869| LC1868 BENSON MUNICIPAL TANK               APPROX. 2.9 KM 2990038.6 |
 LC1869|---------------------------------------------------------------------|
 LC1869
 LC1869                          SUPERSEDED SURVEY CONTROL
 LC1869
 LC1869  ELLIP H (07/17/98)  198.16   (m)                       GP(       ) 4 1
 LC1869  NAD 83(1986)-  40 50 17.29005(N)    089 05 23.40893(W) AD(       ) 1
 LC1869  NAD 27      -  40 50 17.16400(N)    089 05 23.13800(W) AD(       ) 1
 LC1869  NGVD 29 (07/19/86)  231.0    (m)          758.     (f) VERT ANG       
 LC1869
 LC1869.Superseded values are not recommended for survey control.
 LC1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1869.See file dsdata.txt to determine how the superseded data were derived.
 LC1869
 LC1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2380722890(NAD 83)
 LC1869_MARKER: DS = TRIANGULATION STATION DISK
 LC1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1869_STAMPING: HUMMEL 1939
 LC1869_MARK LOGO: CGS   
 LC1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1869+STABILITY: SURFACE MOTION
 LC1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1869+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC1869
 LC1869  HISTORY     - Date     Condition        Report By
 LC1869  HISTORY     - 1939     MONUMENTED       CGS
 LC1869  HISTORY     - 1959     GOOD             CGS
 LC1869  HISTORY     - 1961     GOOD             CGS
 LC1869  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LC1869  HISTORY     - 1972     GOOD             ILDT
 LC1869  HISTORY     - 19970313 GOOD             NGS
 LC1869  HISTORY     - 19981014 GOOD             USPSQD
 LC1869  HISTORY     - 20020121 GOOD             INDIV
 LC1869  HISTORY     - 200205   GOOD             ASCPC
 LC1869
 LC1869                          STATION DESCRIPTION
 LC1869
 LC1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1869'THE STATION IS 3.0 MILES WEST-SOUTHWEST OF WOODFORD.  2.0
 LC1869'MILES SOUTHEAST OF BENSON.  IN THE NE 1/4 NE 1/4 OF SEC.
 LC1869'3, T. 27 N., R. 1 E.  43 FEET SOUTH OF THE CENTER LINE OF THE
 LC1869'EAST-AND-WEST ROAD.  19 FEET SOUTH OF THE T-INTERSECTION OF
 LC1869'THE FENCES.  AND 2.5 FEET EAST OF THE NORTH-AND-SOUTH FENCE
 LC1869'LINE.  THE MARK, PROJECT 4 INCHES ABOVE
 LC1869'THE GROUND AND IS STAMPED HUMMEL 1939.
 LC1869'
 LC1869'TO REACH THE STATION FROM THE HIGH SCHOOL IN BENSON, GO EAST
 LC1869'ON ILLINOIS STATE ROUTE NO. 116 FOR 0.7 MILE TO A CROSS ROAD.
 LC1869'TURN RIGHT, SOUTH, AND GO SOUTH ON THE GRAVEL ROAD FOR 1.0
 LC1869'MILE, TURN LEFT, EAST, AT THE ROAD END AND GO 0.7 MILE TO
 LC1869'THE STATION ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 LC1869'
 LC1869'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1869'BRONZE DISKS SET IN CONCRETE.
 LC1869'
 LC1869'THE AZIMUTH MARK IS APPROXIMATELY 1.3 MILES WEST-SOUTHWEST
 LC1869'OF THE STATION, IN THE EAST RIGHT-OF-WAY FENCE LINE OF THE
 LC1869'NORTH-AND-SOUTH COUNTY ROAD.  32 FEET EAST OF THE CENTER LINE
 LC1869'OF THE ROAD.  41 FEET NORTH OF A HIGHLINE POLE.  13 FEET
 LC1869'SOUTH OF THE CENTER OF THE GATE LEADING INTO THE FIELD.  AND
 LC1869'2 FEET EAST OF THE FENCE LINE.  THE MARK, PROJECTS
 LC1869'6 INCHES ABOVE THE GROUND AND IS STAMPED HUMMEL 1939.
 LC1869'
 LC1869'REFERENCE MARK NO. 1 IS 21.199 METERS AND 69.55 FEET SOUTH
 LC1869'OF THE STATION IN THE NORTH-AND-SOUTH FENCE LINE.  THE MARK,
 LC1869'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 LC1869'HUMMEL NO 1 1939.
 LC1869'
 LC1869'REFERENCE MARK NO. 2 IS 25.914 METERS AND 85.02 FEET
 LC1869'WEST-NORTHWEST OF THE STATION IN THE EAST-AND-WEST FENCE LINE.
 LC1869'24 FEET SOUTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD
 LC1869'AND 1.5 FEET SOUTHEAST OF A HIGHLINE POLE.  THE MARK,
 LC1869'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED HUMMEL
 LC1869'NO 2 1939.
 LC1869'
 LC1869'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS
 LC1869'WHICH PROJECT APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 LC1869'
 LC1869'90-FOOT TOWER AT SCHLOSSER AND A 64-FOOT TOWER AT PANOLA
 LC1869'ECC ARE VISIBLE FROM GROUND AT THIS STATION.
 LC1869'
 LC1869'64-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT FEVERS.
 LC1869'
 LC1869'64-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT EL PASO ECC.
 LC1869'
 LC1869'37-FOOT TOWER IS NEEDED TO SEE 77-FOOT TOWER AT DRESSLER.
 LC1869'
 LC1869'37-FOOT TOWER IS NEEDED TO SEE 64-FOOT TOWER AT LUDWICK.
 LC1869'
 LC1869'37-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT GINGRICH.
 LC1869'
 LC1869'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LC1869
 LC1869                          STATION RECOVERY (1959)
 LC1869
 LC1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JAW)
 LC1869'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 LC1869'
 LC1869'TO REACH FROM THE POST OFFICE IN BENSON, GO WESTERLY FOR 0.2
 LC1869'MILE TO T-ROAD.  TURN LEFT AND GO SOUTH FOR 0.65 MILE TO T-ROAD.
 LC1869'TURN LEFT AND GO EAST FOR 0.5 MILE TO SIDE ROAD RIGHT.  (TO
 LC1869'REACH THE AZIMUTH MARK FROM HERE GO SOUTH FOR 0.45 MILE AND
 LC1869'MARK ON LEFT SIDE OF ROAD).  CONTINUE EAST ON GRAVEL ROAD
 LC1869'FOR 1.25 MILES TO FENCE CORNER ON RIGHT AND STATION ON RIGHT.
 LC1869
 LC1869                          STATION RECOVERY (1961)
 LC1869
 LC1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC1869'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LC1869'CONDITION.  A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION
 LC1869'FOR REFERENCE MARK NO. 1 AND IT APPEARED TO HAVE BEEN LOWERED.
 LC1869'A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD ONE DESTROYED
 LC1869'AS REQUESTED.
 LC1869'
 LC1869'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 LC1869'
 LC1869'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF ROANOKE,
 LC1869'ABOUT 3.0 MILES WEST-SOUTHWEST OF WOODFORD AND ABOUT 2.0 MILES
 LC1869'SOUTHEAST OF BENSON ON THE SOUTH SIDE OF THE EAST-WEST ROAD.
 LC1869'THE STATION IS A STANDARD STATION DISK SET IN THE TOP OF A
 LC1869'12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 LC1869'AND IS STAMPED HUMMEL 1939.  THE MARK IS
 LC1869'43 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 19 FEET
 LC1869'SOUTH OF A FENCE CORNER AND 2.5 FEET EAST OF A NORTH-SOUTH
 LC1869'FENCE.
 LC1869'
 LC1869'TO REACH THE STATION FROM THE BENSON HIGH SCHOOL, GO EAST ON
 LC1869'STATE HIGHWAY 116 FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT
 LC1869'AND GO SOUTH FOR 1.0 MILE TO A T-INTERSECTION, TURN LEFT AND
 LC1869'GO EAST FOR 0.7 MILE TO THE STATION ON THE SOUTH SIDE OF
 LC1869'ROAD.
 LC1869'
 LC1869'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP OF
 LC1869'A 12 INCH SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW THE
 LC1869'SURFACE OF THE GROUND AND STAMPED HUMMEL NO 1 1939.  THE
 LC1869'MARK IS 112 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT
 LC1869'EAST OF FENCE.
 LC1869'
 LC1869'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 LC1869'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 LC1869'AND THE DISK IS STAMPED HUMMEL NO 2 1939.  THE MARK IS 80
 LC1869'FEET WEST OF THE FENCE CORNER, 2.6 FEET EAST OF THE WITNESS
 LC1869'POST AND 24 FEET SOUTH OF THE CENTER OF THE ROAD.
 LC1869'
 LC1869'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 LC1869'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC1869'GROUND AND IS STAMPED HUMMEL 1939 RESET 1961.  THE MARK IS
 LC1869'35 FEET NORTH-NORTHEAST OF A POWER POLE, 35 FEET EAST OF THE
 LC1869'CENTER OF ROAD, 21 FEET SOUTH OF A FIELD DRIVEWAY AND 1.4
 LC1869'FEET EAST OF THE WITNESS POST.
 LC1869'
 LC1869'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 1.25
 LC1869'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.45
 LC1869'MILE TO THE AZIMUTH MARK ON EAST SIDE OF ROAD.
 LC1869
 LC1869                          STATION RECOVERY (1969)
 LC1869
 LC1869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1869'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 LC1869'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 LC1869'AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 LC1869'OLD DATA.  THE AZIMUTH MARK WAS OBSTRUCTED BY CORN AT THIS
 LC1869'DATE.  REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED AT THE TIME
 LC1869'DUE TO A POWER LINE BEING TOO CLOSE TO THE STATION.  A COMPLETE
 LC1869'NEW DESCRIPTION FOLLOWS.
 LC1869'
 LC1869'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF ROANOAK, 3
 LC1869'MILES WEST-SOUTHWEST OF WOODFORD, 2 MILES SOUTHEAST OF BENSON
 LC1869'AND ON THE PROPERTY OF MR. ROBERT WYSS.
 LC1869'
 LC1869'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, GO WEST
 LC1869'ON MAIN STREET FOR 0.2 MILE TO A T-INTERSECTION.  TURN LEFT AND
 LC1869'GO SOUTH ON A SURFACED ROAD FOR 0.7 MILE TO A T-INTERSECTION.  TURN
 LC1869'LEFT AND GO SOUTH ON A SURFACED ROAD FOR 0.7 MILE TO A
 LC1869'T-INTERSECTION.  TURN LEFT AND GO EAST ON A SURFACED ROAD FOR
 LC1869'0.45 MILE TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK TURN
 LC1869'RIGHT AND GO SOUTH ON A SURFACED ROAD FOR 0.45 MILE TO THE MARK
 LC1869'ON THE LEFT.) CONTINUE AHEAD EAST ON THE SURFACED ROAD FOR 1.35
 LC1869'MILES TO THE MARK ON THE RIGHT AS DESCRIBED.
 LC1869'
 LC1869'THE STATION MARK IS A STANDARD DISK STAMPED HUMMEL 1939, SET
 LC1869'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LC1869'WITH THE GROUND SURFACE.  IT IS 45 FEET SOUTH OF THE CENTER OF
 LC1869'THE SURFACED ROAD, 21 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 LC1869'POST WITH SIGN ATTACHED, 19 FEET SOUTH OF A CORNER FENCE POST
 LC1869'AND 1 FOOT EAST OF A FENCE.  NOTE 1A7A
 LC1869'
 LC1869'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUMMEL NO 1 1939,
 LC1869'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LC1869'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 112 FEET SOUTH OF THE
 LC1869'CENTER OF THE SURFACED ROAD, 88 FEET SOUTH OF THE CORNER FENCE
 LC1869'POST AND 1 FOOT EAST OF THE FENCE.  NOTE 11A
 LC1869'
 LC1869'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HUMMEL NO 2 1939,
 LC1869'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LC1869'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET WEST
 LC1869'OF THE CORNER FENCE POST, 75 FEET WEST OF THE METAL WITNESS POST
 LC1869'WITH SIGN ATTACHED AND 25 FEET SOUTH OF THE CENTER OF THE
 LC1869'SURFACED ROAD.  NOTE 11A
 LC1869'
 LC1869'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HUMMEL 1939 NO 3
 LC1869'1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 LC1869'BELOW THE GROUND SURFACE.  IT IS 50 FEET NORTH OF THE CENTER OF
 LC1869'THE SURFACED ROAD, 2 FEET EAST OF A FENCE AND 2 FEET SOUTHEAST
 LC1869'OF A METAL WITNESS POST WITH SIGN ATTACHED.  AN UNDERGROUND MARK
 LC1869'SET FOR THIS REFERENCE MARK.  NOTE 11B
 LC1869'
 LC1869'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUMMEL 1939 RESET
 LC1869'1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LC1869'IS FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET SOUTH OF A FIELD
 LC1869'ENTRANCE, 34 FEET EAST OF THE CENTER OF THE SURFACED ROAD AND 1.5
 LC1869'FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.  NOTE 16A
 LC1869'
 LC1869'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 LC1869'
 LC1869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LC1869'2 MILES EAST OF BENSON.
 LC1869
 LC1869                          STATION RECOVERY (1972)
 LC1869
 LC1869'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (JWH)
 LC1869'HUMMEL 1939-GOOD COND.
 LC1869'
 LC1869'HUMMEL NO. 2 1939-GOOD COND.
 LC1869'
 LC1869'HUMMEL NO. 1 1939-GOOD COND.
 LC1869'
 LC1869'HUMMEL 1939 RESET 1961-GOOD COND.
 LC1869'
 LC1869'R.M. 2 - DELETE 2.6 FT. E. OF THE WITNESS POST.
 LC1869'
 LC1869'AZI MARK - DELETE 35.0 FT. N NE OF A POWER POLE.
 LC1869'
 LC1869'AZI MARK IS NOW 88.5 FT. SO. OF A FIELD DRIVE AND AT EDGE OF
 LC1869'FIELD LINE.
 LC1869
 LC1869                          STATION RECOVERY (1997)
 LC1869
 LC1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LC1869'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHWEST OF MINONK AND
 LC1869'1.9 MI (3.1 KM) SOUTHEAST OF BENSON.  TO REACH FROM THE JUNCTION OF
 LC1869'INTERSTATE HIGHWAY 39 AND STATE ROUTE 116 (EXIT 22), GO WEST ON ROUTE
 LC1869'116 FOR 2.5 MI (4.0 KM) TO A CROSSROAD.  TURN LEFT, SOUTH, ON ROAD
 LC1869'2400E FOR 1.0 MI (1.6 KM) TO A CROSSROAD.  TURN RIGHT, WEST, ON ROAD
 LC1869'1700N FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT AT A METAL
 LC1869'WITNESS POST, 13.7 M (44.9 FT) SOUTH OF THE CENTER OF THE ROAD, 5.7 M
 LC1869'(18.7 FT) SOUTH OF A LARGE WOOD POST, AND 24.4 M (80.1 FT) SOUTHWEST
 LC1869'OF A WOOD POST ON THE NORTH SIDE OF THE ROAD.
 LC1869
 LC1869                          STATION RECOVERY (1998)
 LC1869
 LC1869'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1869'RECOVERED IN GOOD CONDITION.
 LC1869
 LC1869                          STATION RECOVERY (2002)
 LC1869
 LC1869'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KEZ)
 LC1869'RECOVERED AS DESCRIBED
 LC1869'DESCRIPTION IS ADEQUATE
 LC1869' 
 LC1869
 LC1869                          STATION RECOVERY (2002)
 LC1869
 LC1869'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC1869'RECOVERED AS DESCRIBED
 LC1869' 
 LC1869'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1871 ***********************************************************************
 LC1871  DESIGNATION -  HUMMEL 1939 RM 3 1969
 LC1871  PID         -  LC1871
 LC1871  STATE/COUNTY-  IL/WOODFORD
 LC1871  USGS QUAD   -  BENSON (1995)
 LC1871
 LC1871                         *CURRENT SURVEY CONTROL
 LC1871  ___________________________________________________________________
 LC1871* NAD 83(1997)-  40 50 18.18531(N)    089 05 22.85360(W)     ADJUSTED  
 LC1871* NAVD 88     -       230.8    (meters)     757.     (feet)  VERTCON   
 LC1871  ___________________________________________________________________
 LC1871  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 LC1871  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LC1871
 LC1871  HORZ ORDER  -  FIRST
 LC1871
 LC1871.The horizontal coordinates were established by classical geodetic methods
 LC1871.and adjusted by the National Geodetic Survey in October 1999..
 LC1871
 LC1871.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1871
 LC1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1871
 LC1871.The geoid height was determined by GEOID03.
 LC1871
 LC1871;                    North         East     Units Scale Factor Converg.
 LC1871;SPC IL W     -   463,637.098   790,828.755   MT  1.00004268   +0 42 15.5
 LC1871;SPC IL W     - 1,521,116.05  2,594,577.34   sFT  1.00004268   +0 42 15.5
 LC1871;UTM  16      - 4,522,917.935   323,820.270   MT  0.99998205   -1 22 00.7
 LC1871
 LC1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1871!SPC IL W     -   0.99996887  x   1.00004268  =   1.00001155
 LC1871!UTM  16      -   0.99996887  x   0.99998205  =   0.99995092
 LC1871
 LC1871:                Primary Azimuth Mark                     Grid Az
 LC1871:SPC IL W     -  MINONK MUN TANK                          030 39 13.4
 LC1871:UTM  16      -  MINONK MUN TANK                          032 43 29.6
 LC1871
 LC1871|---------------------------------------------------------------------|
 LC1871| PID    Reference Object                     Distance      Geod. Az  |
 LC1871|                                                           dddmmss.s |
 LC1871| LC1866 MINONK MUN TANK                     APPROX. 8.1 KM 0312128.9 |
 LC1871| LC1869 HUMMEL                               30.898 METERS 20436     |
 LC1871| CI7549 HUMMEL RM 2                          44.135 METERS 23941     |
 LC1871| CI7547 HUMMEL AZ MK RESET                                 2510155.3 |
 LC1871| LC1895 METAMORA ATT MWV KSB 75             APPROX.16.0 KM 2572204.8 |
 LC1871| LC1872 BENSON ILL PWR CO MWV KSF 47        APPROX. 4.0 KM 2972640.3 |
 LC1871| LC1867 BENSON ATT MWV KSO 79               APPROX. 5.6 KM 3293849.2 |
 LC1871|---------------------------------------------------------------------|
 LC1871
 LC1871                          SUPERSEDED SURVEY CONTROL
 LC1871
 LC1871  NAD 83(1986)-  40 50 18.20091(N)    089 05 22.85974(W) AD(       ) 1
 LC1871  NAD 27      -  40 50 18.07470(N)    089 05 22.58877(W) AD(       ) 1
 LC1871  NGVD 29 (07/19/86)  230.9    (m)          758.     (f) VERT ANG       
 LC1871
 LC1871.Superseded values are not recommended for survey control.
 LC1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1871.See file dsdata.txt to determine how the superseded data were derived.
 LC1871
 LC1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2382022918(NAD 83)
 LC1871_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LC1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1871+STABILITY: SURFACE MOTION
 LC1871
 LC1871  HISTORY     - Date     Condition        Report By
 LC1871  HISTORY     - 1969     MONUMENTED       CGS
 LC1871  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC1871
 LC1871                          STATION DESCRIPTION
 LC1871
 LC1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1871'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF ROANOAK, 3
 LC1871'MILES WEST-SOUTHWEST OF WOODFORD, 2 MILES SOUTHEAST OF BENSON
 LC1871'AND ON THE PROPERTY OF MR. ROBERT WYSS.
 LC1871'
 LC1871'TO REACH THE STATION FROM THE POST OFFICE IN BENSON, GO WEST ON
 LC1871'MAIN STREET FOR 0.2 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 LC1871'SOUTH ON A SURFACED ROAD FOR 0.7 MILE TO A T-INTERSECTION.  TURN
 LC1871'LEFT AND GO EAST ON A SURFACED ROAD FOR 0.45 MILE TO A SIDE ROAD
 LC1871'RIGHT.  (TO REACH THE AZIMUTH MARK TURN RIGHT AND GO SOUTH ON
 LC1871'A SURFACED ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT.)
 LC1871'CONTINUE AHEAD EAST ON THE SURFACED ROAD FOR 1.35 MILES TO THE
 LC1871'STATION ON THE LEFT AS DESCRIBED.
 LC1871'
 LC1871'THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED HUMMEL 1939
 LC1871'NO 3 1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LC1871'IS 12 INCHES IN DIAMETER AND IS 10 INCHES BELOW THE GROUND
 LC1871'SURFACE.  IT IS 50 FEET NORTH OF THE CENTER OF THE SURFACED ROAD,
 LC1871'2 FEET EAST OF A FENCE AND 2 FEET SOUTHEAST OF A METAL WITNESS
 LC1871'POST WITH SIGN ATTACHED.  AN UNDERGROUND MARK WAS SET FOR THIS
 LC1871'REFERENCE MARK.
 LC1871'
 LC1871'THE MARK IS A STANDARD STATION MARK DISK STAMPED HUMMEL 1939,
 LC1871'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LC1871'WITH THE GROUND SURFACE.  IT IS 45 FEET SOUTH OF THE CENTER OF
 LC1871'THE SURFACED ROAD, 21 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 LC1871'POST, 19 FEET SOUTH OF A CORNER FENCE POST AND 1 FOOT EAST OF A
 LC1871'FENCE.
 LC1871'
 LC1871'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HUMMEL NO 2 1939,
 LC1871'SET IN THE TOP OF A 12 INCH SQAURE CONCRETE MONUMENT THAT PROJECTS
 LC1871'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET WEST OF THE
 LC1871'CORNER FENCE POST, 75 FEET WEST OF THE METAL WITNESS POST WITH
 LC1871'SIGN ATTACHED AND 26 FEET SOUTH OF THE CENTER OF THE SURFACED
 LC1871'ROAD.
 LC1871'
 LC1871'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUMMEL 1939 RESET
 LC1871'1961, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 LC1871'IS FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET SOUTH OF A FIELD
 LC1871'ENTRANCE, 34 FEET EAST OF THE CENTER OF THE SURFACED ROAD AND
 LC1871'1.5 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 LC1871'
 LC1871'DUE TO THE 1939 STATION BEING TO CLOSE TO A POWER LINE,
 LC1871'REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED AT THIS DATE.
 LC1871'
 LC1871'THE TRAVERSE DISTANCES ABOVE HAVE BEEN REDUCED TO SEA LEVEL.
 LC1871
 LC1871                          STATION RECOVERY (1998)
 LC1871
 LC1871'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1870 ***********************************************************************
 LC1870  DESIGNATION -  HUMMEL RM A 1969
 LC1870  PID         -  LC1870
 LC1870  STATE/COUNTY-  IL/WOODFORD
 LC1870  USGS QUAD   -  BENSON (1995)
 LC1870
 LC1870                         *CURRENT SURVEY CONTROL
 LC1870  ___________________________________________________________________
 LC1870* NAD 83(1997)-  40 50 19.09910(N)    089 05 22.44220(W)     ADJUSTED  
 LC1870* NAVD 88     -       230.3    (meters)     756.     (feet)  VERTCON   
 LC1870  ___________________________________________________________________
 LC1870  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 LC1870  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LC1870
 LC1870  HORZ ORDER  -  FIRST
 LC1870
 LC1870.The horizontal coordinates were established by classical geodetic methods
 LC1870.and adjusted by the National Geodetic Survey in October 1999..
 LC1870
 LC1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1870
 LC1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1870
 LC1870.The geoid height was determined by GEOID03.
 LC1870
 LC1870;                    North         East     Units Scale Factor Converg.
 LC1870;SPC IL W     -   463,665.403   790,838.046   MT  1.00004270   +0 42 15.8
 LC1870;SPC IL W     - 1,521,208.91  2,594,607.82   sFT  1.00004270   +0 42 15.8
 LC1870;UTM  16      - 4,522,945.885   323,830.577   MT  0.99998201   -1 22 00.4
 LC1870
 LC1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1870!SPC IL W     -   0.99996895  x   1.00004270  =   1.00001165
 LC1870!UTM  16      -   0.99996895  x   0.99998201  =   0.99995096
 LC1870
 LC1870:                Primary Azimuth Mark                     Grid Az
 LC1870:SPC IL W     -  MINONK MUN TANK                          030 41 57.2
 LC1870:UTM  16      -  MINONK MUN TANK                          032 46 13.4
 LC1870
 LC1870|---------------------------------------------------------------------|
 LC1870| PID    Reference Object                     Distance      Geod. Az  |
 LC1870|                                                           dddmmss.s |
 LC1870| LC1866 MINONK MUN TANK                     APPROX. 8.1 KM 0312413.0 |
 LC1870| LC1861 JANSSEN                             APPROX.15.2 KM 0870727.0 |
 LC1870| LC1871 HUMMEL 1939 RM 3 1969                29.790 METERS 19853     |
 LC1870| LC1895 METAMORA ATT MWV KSB 75             APPROX.16.0 KM 2571637.4 |
 LC1870| LC1872 BENSON ILL PWR CO MWV KSF 47        APPROX. 4.0 KM 2970133.1 |
 LC1870| LC1867 BENSON ATT MWV KSO 79               APPROX. 5.6 KM 3292452.7 |
 LC1870|---------------------------------------------------------------------|
 LC1870
 LC1870                          SUPERSEDED SURVEY CONTROL
 LC1870
 LC1870  NAD 83(1986)-  40 50 19.11483(N)    089 05 22.44827(W) AD(       ) 1
 LC1870  NAD 27      -  40 50 18.98850(N)    089 05 22.17737(W) AD(       ) 1
 LC1870  NGVD 29 (07/19/86)  230.4    (m)          756.     (f) VERT ANG       
 LC1870
 LC1870.Superseded values are not recommended for survey control.
 LC1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1870.See file dsdata.txt to determine how the superseded data were derived.
 LC1870
 LC1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2383122946(NAD 83)
 LC1870_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LC1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1870+STABILITY: SURFACE MOTION
 LC1870
 LC1870  HISTORY     - Date     Condition        Report By
 LC1870  HISTORY     - 1969     MONUMENTED       CGS
 LC1870  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC1870
 LC1870                          STATION DESCRIPTION
 LC1870
 LC1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1870'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF ROANOAK, 3
 LC1870'MILES WEST-SOUTHWEST OF WOODFORD, 2 MILES SOUTHEAST OF BENSON
 LC1870'AND ON THE PROPERTY OF MR. ROBERT WYSS.
 LC1870'
 LC1870'THE STATION MARK IS A STANDARD DISK, STAMPED HUMMEL RM A 1969, SET
 LC1870'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 LC1870'DIAMETER AND IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS 140
 LC1870'FEET NORTH OF THE CENTER OF A PAVED ROAD, 140 FEET NORTHWEST OF A
 LC1870'POWER POLE AND 35 FEET EAST OF A METAL WITNESS POST WITH SIGN
 LC1870'ATTACHED IN A FENCE LINE.  (NOTE 1B,7A).
 LC1870'
 LC1870'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 LC1870'
 LC1870'TO REACH THE STATION SEE THE DESCRIPTION FOR TRIANGULATION
 LC1870'STATION HUMMEL RM 3 THEREOF.
 LC1870
 LC1870                          STATION RECOVERY (1998)
 LC1870
 LC1870'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1085 ***********************************************************************
 LC1085  DESIGNATION -  HUNT
 LC1085  PID         -  LC1085
 LC1085  STATE/COUNTY-  IL/LOGAN
 LC1085  USGS QUAD   -  LINCOLN EAST (1980)
 LC1085
 LC1085                         *CURRENT SURVEY CONTROL
 LC1085  ___________________________________________________________________
 LC1085* NAD 83(1997)-  40 10 45.02671(N)    089 18 28.53535(W)     ADJUSTED  
 LC1085* NAVD 88     -       183.852  (meters)     603.19   (feet)  ADJUSTED  
 LC1085  ___________________________________________________________________
 LC1085  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 LC1085  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1085  DYNAMIC HT  -         183.758 (meters)     602.88  (feet)  COMP
 LC1085  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LC1085
 LC1085  HORZ ORDER  -  SECOND
 LC1085  VERT ORDER  -  SECOND    CLASS 0
 LC1085
 LC1085.The horizontal coordinates were established by classical geodetic methods
 LC1085.and adjusted by the National Geodetic Survey in October 1999..
 LC1085
 LC1085.The orthometric height was determined by differential leveling
 LC1085.and adjusted by the National Geodetic Survey in June 1991..
 LC1085
 LC1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1085
 LC1085.The geoid height was determined by GEOID03.
 LC1085
 LC1085.The dynamic height is computed by dividing the NAVD 88
 LC1085.geopotential number by the normal gravity value computed on the
 LC1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1085.degrees latitude (g = 980.6199 gals.).
 LC1085
 LC1085.The modeled gravity was interpolated from observed gravity values.
 LC1085
 LC1085;                    North         East     Units Scale Factor Converg.
 LC1085;SPC IL W     -   390,235.083   773,135.275   MT  1.00000700   +0 33 14.6
 LC1085;SPC IL W     - 1,280,296.27  2,536,527.98   sFT  1.00000700   +0 33 14.6
 LC1085;UTM  16      - 4,450,198.178   303,502.950   MT  1.00007533   -1 29 22.2
 LC1085
 LC1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1085!SPC IL W     -   0.99997626  x   1.00000700  =   0.99998326
 LC1085!UTM  16      -   0.99997626  x   1.00007533  =   1.00005159
 LC1085
 LC1085|---------------------------------------------------------------------|
 LC1085| PID    Reference Object                     Distance      Geod. Az  |
 LC1085|                                                           dddmmss.s |
 LC1085| LC1084 HUNT RM 1                            14.459 METERS 09012     |
 LC1085| LC1083 HUNT AZ MK                                         0925420.2 |
 LC1085| LC1086 HUNT RM 2                            15.528 METERS 19939     |
 LC1085| LC1918 LINCOLN STETSON CHINA CO TANK       APPROX. 4.8 KM 2360328.1 |
 LC1085|---------------------------------------------------------------------|
 LC1085
 LC1085                          SUPERSEDED SURVEY CONTROL
 LC1085
 LC1085  NAD 83(1986)-  40 10 45.03852(N)    089 18 28.53143(W) AD(       ) 2
 LC1085  NAD 27      -  40 10 44.88890(N)    089 18 28.18890(W) AD(       ) 2
 LC1085  NGVD 29 (??/??/92)  183.930  (m)          603.44   (f) ADJ UNCH    2 0
 LC1085
 LC1085.Superseded values are not recommended for survey control.
 LC1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1085.See file dsdata.txt to determine how the superseded data were derived.
 LC1085
 LC1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0350350198(NAD 83)
 LC1085_MARKER: DE = TRAVERSE STATION DISK
 LC1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1085_STAMPING: HUNT 1960
 LC1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1085+STABILITY: SURFACE MOTION
 LC1085
 LC1085  HISTORY     - Date     Condition        Report By
 LC1085  HISTORY     - 1960     MONUMENTED       CGS
 LC1085  HISTORY     - 1960     GOOD             CGS
 LC1085
 LC1085                          STATION DESCRIPTION
 LC1085
 LC1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1085'STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF LINCOLN,
 LC1085'ABOUT 3-1/4 MILES SOUTH-SOUTHWEST OF LAWNDALE AND ABOUT 3/4
 LC1085'MILE SOUTHEAST OF U.S. HIGHWAY 66.
 LC1085'
 LC1085'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND LAWNDALE ROAD,
 LC1085'JUST EAST OF THE GRAIN ELEVATOR IN LAWNDALE, GO SOUTHWEST
 LC1085'ON U.S. HIGHWAY 66 FOR 3.85 MILES TO CROSSROAD AND A LARGE
 LC1085'GRAIN ELEVATOR ON RIGHT, TURN LEFT AND GO EAST ON GRAVELED
 LC1085'ROAD 0.9 MILE TO CROSSROAD, CONTINUE EAST FOR 0.25 MILE TO
 LC1085'STATION ON LEFT AS DESCRIBED.
 LC1085'
 LC1085'STATION MARK, A STANDARD TRAVERSE DISK STAMPED HUNT 1960, IS SET
 LC1085'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 LC1085'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 3 DEG
 LC1085'.6 FEET EAST OF A TRIANGLE BLAZED TREE, 24 FEET NORTH OF
 LC1085'THE CENTER OF A GRAVELED ROAD, 4.2 FEET SOUTHEAST OF THE
 LC1085'WITNESS POST AND 2.5 FEET SOUTH OF THE FENCE.
 LC1085'
 LC1085'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED HUNT NO
 LC1085'1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1085'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 LC1085'IS 51 FEET EAST OF THE WITNESS POST, 26 FEET NORTH OF THE
 LC1085'CENTER OF THE ROAD AND 1 FOOT SOUTH OF THE FENCE.
 LC1085'
 LC1085'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED HUNT NO
 LC1085'2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1085'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC1085'MARK IS 55 FEET SOUTH-SOUTHEAST OF A TRIANGLE BLAZED TREE,
 LC1085'51.5 FEET SOUTHWEST OF THE WITNESS POST, 23 FEET SOUTH OF
 LC1085'THE CENTER OF THE ROAD, 2.8 FEET EAST OF A TELEPHONE POLE
 LC1085'AND 1 FOOT NORTH OF THE FENCE.
 LC1085'
 LC1085'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED HUNT 1960,
 LC1085'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 LC1085'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 25 FEET
 LC1085'SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.8 FEET WEST OF A
 LC1085'TRIANGLE BLAZED TELEPHONE POLE AND 1.8 FEET WEST OF THE
 LC1085'WITNESS POST.
 LC1085'
 LC1085'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 LC1085'ROAD FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LC1085'
 LC1085'HEIGHT OF LIGHT ABOVE STATION MARK 3.45 METERS.
 LC1085
 LC1085                          STATION RECOVERY (1960)
 LC1085
 LC1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LC1085'5 MI NE FROM LINCOLN.
 LC1085'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1085'OFFICE IN LINCOLN, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 10,
 LC1085'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.15 MILES EAST
 LC1085'ALONG A GRAVEL ROAD, AT A FARM HOUSE NORTH OF THE ROAD, 24 FEET
 LC1085'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF THE FENCE,
 LC1085'247 FEET WEST OF THE CENTER LINE OF THE FARM DRIVE, 263 FEET WEST
 LC1085'OF A POWER POLE WITH A TRANSFORMER, 4.2 FEET SOUTHEAST OF A METAL
 LC1085'WITNESS POST, ABOUT 0.5 FEET ABOVE THE LEVEL OF THE ROAD, AND
 LC1085'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1083 ***********************************************************************
 LC1083  DESIGNATION -  HUNT AZ MK
 LC1083  PID         -  LC1083
 LC1083  STATE/COUNTY-  IL/LOGAN
 LC1083  USGS QUAD   -  LINCOLN EAST (1980)
 LC1083
 LC1083                         *CURRENT SURVEY CONTROL
 LC1083  ___________________________________________________________________
 LC1083* NAD 83(1986)-  40 10 43.     (N)    089 18 12.     (W)     SCALED    
 LC1083* NAVD 88     -       183.954  (meters)     603.52   (feet)  ADJUSTED  
 LC1083  ___________________________________________________________________
 LC1083  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1083  DYNAMIC HT  -         183.860 (meters)     603.21  (feet)  COMP
 LC1083  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 LC1083
 LC1083  VERT ORDER  -  SECOND    CLASS 0
 LC1083
 LC1083.The horizontal coordinates were scaled from a topographic map and have
 LC1083.an estimated accuracy of +/- 6 seconds.
 LC1083
 LC1083.The orthometric height was determined by differential leveling
 LC1083.and adjusted by the National Geodetic Survey in June 1991..
 LC1083
 LC1083.The geoid height was determined by GEOID03.
 LC1083
 LC1083.The dynamic height is computed by dividing the NAVD 88
 LC1083.geopotential number by the normal gravity value computed on the
 LC1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1083.degrees latitude (g = 980.6199 gals.).
 LC1083
 LC1083.The modeled gravity was interpolated from observed gravity values.
 LC1083
 LC1083;                    North         East    Units  Estimated Accuracy
 LC1083;SPC IL W     -   390,180.      773,530.      MT  (+/- 180 meters Scaled)
 LC1083
 LC1083                          SUPERSEDED SURVEY CONTROL
 LC1083
 LC1083  NGVD 29 (??/??/92)  184.033  (m)          603.78   (f) ADJ UNCH    2 0
 LC1083
 LC1083.Superseded values are not recommended for survey control.
 LC1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1083.See file dsdata.txt to determine how the superseded data were derived.
 LC1083
 LC1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK038501(NAD 83)
 LC1083_MARKER: DZ = AZIMUTH MARK DISK
 LC1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1083_STAMPING: HUNT 1960
 LC1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1083+STABILITY: SURFACE MOTION
 LC1083
 LC1083  HISTORY     - Date     Condition        Report By
 LC1083  HISTORY     - 1960     MONUMENTED       CGS
 LC1083
 LC1083                          STATION DESCRIPTION
 LC1083
 LC1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1083'5.2 MI NE FROM LINCOLN.
 LC1083'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1083'OFFICE IN LINCOLN, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 10,
 LC1083'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.35 MILES EAST
 LC1083'ALONG A GRAVEL ROAD, ABOUT 0.15 WEST OF THE JUNCTION OF A GRAVEL
 LC1083'ROAD NORTH, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 141
 LC1083'FEET SOUTHWEST AND ACROSS THE ROAD FROM THE SECOND POWER POLE WEST
 LC1083'OF THE JUNCTION OF THE GRAVEL ROAD NORTH, 2.5 FEET WEST OF A
 LC1083'TELEPHONE POLE, 1.7 FEET WEST NORTHWEST OF A METAL WITNESS POST
 LC1083'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LC1083'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1084 ***********************************************************************
 LC1084  DESIGNATION -  HUNT RM 1
 LC1084  PID         -  LC1084
 LC1084  STATE/COUNTY-  IL/LOGAN
 LC1084  USGS QUAD   -  LINCOLN EAST (1980)
 LC1084
 LC1084                         *CURRENT SURVEY CONTROL
 LC1084  ___________________________________________________________________
 LC1084* NAD 83(1986)-  40 10 44.     (N)    089 18 28.     (W)     SCALED    
 LC1084* NAVD 88     -       184.138  (meters)     604.13   (feet)  ADJUSTED  
 LC1084  ___________________________________________________________________
 LC1084  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1084  DYNAMIC HT  -         184.043 (meters)     603.81  (feet)  COMP
 LC1084  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LC1084
 LC1084  VERT ORDER  -  SECOND    CLASS 0
 LC1084
 LC1084.The horizontal coordinates were scaled from a topographic map and have
 LC1084.an estimated accuracy of +/- 6 seconds.
 LC1084
 LC1084.The orthometric height was determined by differential leveling
 LC1084.and adjusted by the National Geodetic Survey in June 1991..
 LC1084
 LC1084.The geoid height was determined by GEOID03.
 LC1084
 LC1084.The dynamic height is computed by dividing the NAVD 88
 LC1084.geopotential number by the normal gravity value computed on the
 LC1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1084.degrees latitude (g = 980.6199 gals.).
 LC1084
 LC1084.The modeled gravity was interpolated from observed gravity values.
 LC1084
 LC1084;                    North         East    Units  Estimated Accuracy
 LC1084;SPC IL W     -   390,200.      773,150.      MT  (+/- 180 meters Scaled)
 LC1084
 LC1084                          SUPERSEDED SURVEY CONTROL
 LC1084
 LC1084  NGVD 29 (??/??/92)  184.216  (m)          604.38   (f) ADJ UNCH    2 0
 LC1084
 LC1084.Superseded values are not recommended for survey control.
 LC1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1084.See file dsdata.txt to determine how the superseded data were derived.
 LC1084
 LC1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK035501(NAD 83)
 LC1084_MARKER: DR = REFERENCE MARK DISK
 LC1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1084_STAMPING: HUNT NO 1 1960
 LC1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1084+STABILITY: SURFACE MOTION
 LC1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1084+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2001
 LC1084
 LC1084  HISTORY     - Date     Condition        Report By
 LC1084  HISTORY     - 1960     MONUMENTED       CGS
 LC1084  HISTORY     - 20011220 GOOD             HANPRO
 LC1084
 LC1084                          STATION DESCRIPTION
 LC1084
 LC1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1084'5 MI NE FROM LINCOLN.
 LC1084'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1084'OFFICE IN LINCOLN, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 10,
 LC1084'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.15 MILES
 LC1084'EAST ALONG A GRAVEL ROAD, AT A FARM HOUSE NORTH OF THE ROAD, 26
 LC1084'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE
 LC1084'FENCE, 203 FEET WEST OF THE CENTER LINE OF THE FARM DRIVE, 215 FEET
 LC1084'WEST OF A POWER POLE WITH A TRANSFORMER, 47.5 FEET EAST OF TRAVERSE
 LC1084'STATION HUNT, 50.9 FEET EAST OF A METAL WITNESS POST, ABOUT 0.5
 LC1084'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LC1084'POST PROJECTING 2 INCHES.
 LC1084
 LC1084                          STATION RECOVERY (2001)
 LC1084
 LC1084'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2001 (DEF)
 LC1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1086 ***********************************************************************
 LC1086  DESIGNATION -  HUNT RM 2
 LC1086  PID         -  LC1086
 LC1086  STATE/COUNTY-  IL/LOGAN
 LC1086  USGS QUAD   -  LINCOLN EAST (1980)
 LC1086
 LC1086                         *CURRENT SURVEY CONTROL
 LC1086  ___________________________________________________________________
 LC1086* NAD 83(1986)-  40 10 44.     (N)    089 18 28.     (W)     SCALED    
 LC1086* NAVD 88     -       183.905  (meters)     603.36   (feet)  ADJUSTED  
 LC1086  ___________________________________________________________________
 LC1086  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1086  DYNAMIC HT  -         183.811 (meters)     603.05  (feet)  COMP
 LC1086  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 LC1086
 LC1086  VERT ORDER  -  SECOND    CLASS 0
 LC1086
 LC1086.The horizontal coordinates were scaled from a topographic map and have
 LC1086.an estimated accuracy of +/- 6 seconds.
 LC1086
 LC1086.The orthometric height was determined by differential leveling
 LC1086.and adjusted by the National Geodetic Survey in June 1991..
 LC1086
 LC1086.The geoid height was determined by GEOID03.
 LC1086
 LC1086.The dynamic height is computed by dividing the NAVD 88
 LC1086.geopotential number by the normal gravity value computed on the
 LC1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1086.degrees latitude (g = 980.6199 gals.).
 LC1086
 LC1086.The modeled gravity was interpolated from observed gravity values.
 LC1086
 LC1086;                    North         East    Units  Estimated Accuracy
 LC1086;SPC IL W     -   390,200.      773,150.      MT  (+/- 180 meters Scaled)
 LC1086
 LC1086                          SUPERSEDED SURVEY CONTROL
 LC1086
 LC1086  NGVD 29 (??/??/92)  183.983  (m)          603.62   (f) ADJ UNCH    2 0
 LC1086
 LC1086.Superseded values are not recommended for survey control.
 LC1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1086.See file dsdata.txt to determine how the superseded data were derived.
 LC1086
 LC1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK035501(NAD 83)
 LC1086_MARKER: DR = REFERENCE MARK DISK
 LC1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1086_STAMPING: HUNT NO 2 1960
 LC1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1086+STABILITY: SURFACE MOTION
 LC1086
 LC1086  HISTORY     - Date     Condition        Report By
 LC1086  HISTORY     - 1960     MONUMENTED       CGS
 LC1086
 LC1086                          STATION DESCRIPTION
 LC1086
 LC1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1086'5 MI NE FROM LINCOLN.
 LC1086'ABOUT 0.5 MILES NORTH ALONG NORTH MCLEAN  STREET FROM THE POST
 LC1086'OFFICE IN LINCOLN, THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 10,
 LC1086'THENCE 2.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.15 MILES
 LC1086'EAST ALONG A GRAVEL ROAD, AT A FARM HOUSE NORTH OF THE ROAD, 25
 LC1086'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.5 FEET NORTH OF THE
 LC1086'FENCE, 267 FEET WEST OF THE EXTENDED CENTER LINE OF THE FARM DRIVE,
 LC1086'283 FEET WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 2.5 FEET
 LC1086'EAST OF A TELEPHONE POLE, 51 FEET SOUTH-SOUTHWEST OF TRAVERSE
 LC1086'STATION HUNT, 52 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT
 LC1086'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LC1086'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2995 ***********************************************************************
 ME2995  DESIGNATION -  HUNTER
 ME2995  PID         -  ME2995
 ME2995  STATE/COUNTY-  IL/WILL
 ME2995  USGS QUAD   -  TINLEY PARK (1993)
 ME2995
 ME2995                         *CURRENT SURVEY CONTROL
 ME2995  ___________________________________________________________________
 ME2995* NAD 83(1997)-  41 30 51.31301(N)    087 47 25.55221(W)     ADJUSTED  
 ME2995* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 ME2995  ___________________________________________________________________
 ME2995  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 ME2995  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME2995
 ME2995  HORZ ORDER  -  SECOND
 ME2995
 ME2995.The horizontal coordinates were established by classical geodetic methods
 ME2995.and adjusted by the National Geodetic Survey in October 1999..
 ME2995
 ME2995.The orthometric height was scaled from a topographic map.
 ME2995
 ME2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2995
 ME2995.The geoid height was determined by GEOID03.
 ME2995
 ME2995;                    North         East     Units Scale Factor Converg.
 ME2995;SPC IL E     -   538,295.114   345,319.261   MT  1.00000027   +0 21 35.4
 ME2995;SPC IL E     - 1,766,056.55  1,132,934.94   sFT  1.00000027   +0 21 35.4
 ME2995;UTM  16      - 4,596,148.210   434,042.634   MT  0.99965354   -0 31 26.1
 ME2995
 ME2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2995!SPC IL E     -   0.99996978  x   1.00000027  =   0.99997005
 ME2995!UTM  16      -   0.99996978  x   0.99965354  =   0.99962334
 ME2995
 ME2995:                Primary Azimuth Mark                     Grid Az
 ME2995:SPC IL E     -  HUNTER 2 RM 5                            003 57 16.2
 ME2995:UTM  16      -  HUNTER 2 RM 5                            004 50 17.7
 ME2995
 ME2995|---------------------------------------------------------------------|
 ME2995| PID    Reference Object                     Distance      Geod. Az  |
 ME2995|                                                           dddmmss.s |
 ME2995| CM3704 HUNTER 2 RM 5                                      0041851.6 |
 ME2995| CM3701 HUNTER RM 1                          18.094 METERS 08354     |
 ME2995| CM3700 HUNTER AZ MK                                       1771618.4 |
 ME2995| CM3702 HUNTER RM 2                          17.181 METERS 18140     |
 ME2995| CM3705 HUNTER 2 RM 3                        12.851 METERS 24258     |
 ME2995| ME2999 HUNTER 2 RESET                       11.506 METERS 26912     |
 ME2995| ME2994 CHICAGO RAD STA WLS MAST            APPROX. 6.7 KM 3132658.0 |
 ME2995|---------------------------------------------------------------------|
 ME2995
 ME2995                          SUPERSEDED SURVEY CONTROL
 ME2995
 ME2995  NAD 83(1997)-  41 30 51.31302(N)    087 47 25.55233(W) AD(       ) 2
 ME2995  NAD 83(1997)-  41 30 51.31757(N)    087 47 25.55886(W) AD(       ) 2
 ME2995  NAD 83(1986)-  41 30 51.31758(N)    087 47 25.55883(W) AD(       ) 2
 ME2995  NAD 27      -  41 30 51.19390(N)    087 47 25.38284(W) AD(       ) 2
 ME2995
 ME2995.Superseded values are not recommended for survey control.
 ME2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2995.See file dsdata.txt to determine how the superseded data were derived.
 ME2995
 ME2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3404396148(NAD 83)
 ME2995_MARKER: DS = TRIANGULATION STATION DISK
 ME2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2995
 ME2995  HISTORY     - Date     Condition        Report By
 ME2995  HISTORY     - 1952     MONUMENTED       CGS
 ME2995  HISTORY     - 1967     GOOD             CGS
 ME2995  HISTORY     - 1970     GOOD             ILHD
 ME2995  HISTORY     - 1972     GOOD             CGS
 ME2995
 ME2995                          STATION DESCRIPTION
 ME2995
 ME2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2995'STATION IS LOCATED ABOUT 4 MILES SOUTH OF TINLEY PARK AND IS 0.55
 ME2995'MILE NORTH OF THE JUNCTION
 ME2995'OF U.S. HIGHWAY 30 AND STATE HIGHWAY 42A, ON THE WEST RIGHT-OF-WAY OF
 ME2995'STATE HIGHWAY 42A.  IT IS 31 FEET
 ME2995'WEST OF THE CENTER OF THE HIGHWAY, 4 FEET SOUTHEAST OF A
 ME2995'WHITE WITNESS POST AND 2 FEET EAST OF A
 ME2995'FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE
 ME2995'DISK IS STAMPED HUNTER 1952.
 ME2995'
 ME2995'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE CENTER OF THE HIGHWAY.
 ME2995'THE MARK PROJECTS 3
 ME2995'INCHES AND THE DISK IS STAMPED HUNTER NO 1 1952.
 ME2995'
 ME2995'REFERENCE MARK NO. 2 IS 31 FEET WEST OF THE CENTER OF THE HIGHWAY.
 ME2995'THE MARK PROJECTS 3
 ME2995'INCHES AND THE DISK IS STAMPED HUNTER NO 2 1952.
 ME2995'
 ME2995'AZIMUTH MARK IS 46 FEET NORTH OF THE CENTER OF A DRIVEWAY, 33 FEET
 ME2995'EAST OF THE CENTER OF STATE
 ME2995'HIGHWAY 42A AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 ME2995'PROJECTS 6 INCHES AND THE DISK IS
 ME2995'STAMPED HUNTER 1952.
 ME2995'
 ME2995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 ME2995'HIGHWAY 42A, GO NORTH ON
 ME2995'STATE HIGHWAY 42A FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 ME2995'CONTINUE ON HIGHWAY FOR 0.25 MILE
 ME2995'TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2995'
 ME2995'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2995
 ME2995                          STATION RECOVERY (1967)
 ME2995
 ME2995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2995'ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED.  THE DESCRIPTION
 ME2995'IS GOOD WITH BELOW
 ME2995'CHANGES.
 ME2995'
 ME2995'HIGHWAY 42A IS NOW STATE HIGHWAY 43.
 ME2995'
 ME2995'THE STATION MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 ME2995'
 ME2995'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST AND 48 FEET
 ME2995'NORTH OF THE
 ME2995'CENTERLINE OF A GRAVELED DRIVEWAY.
 ME2995'
 ME2995'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SOUTH OF
 ME2995'TINLEY PARK
 ME2995
 ME2995                          STATION RECOVERY (1970)
 ME2995
 ME2995'RECOVERY NOTE BY IL HIGHWAY DEPT 1970
 ME2995'ALL MARKS WERE FOUND IN GOOD CONDITION.
 ME2995'
 ME2995'STATION IS LOCATED ABOUT 4 MILES S OF TINLEY PARK AND IS 0.55 MILE
 ME2995'N OF JUNCTION OF
 ME2995'US HWY 30 AND STATE HWY 42A, ON W R-O-W OF STATE HWY 42A.
 ME2995'IT IS 31 FEET W OF CENTER OF
 ME2995'HIGHWAY, 1.0 FEET E OF WHITE WITNESS POST
 ME2995'AND 2 FEET E OF FENCE LINE.  THE MARK PROJECTS
 ME2995'4 INCHES AND STAMPED
 ME2995'HUNTER 1952.
 ME2995
 ME2995                          STATION RECOVERY (1972)
 ME2995
 ME2995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1972 (LFS)
 ME2995'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 ME2995'TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO THE MAST CHECKED.
 ME2995'ALL MARKS WERE IN THE WAY OF ROAD WORK AND WERE DESTROYED AT THE
 ME2995'REQUEST OF THE HIGHWAY DEPARTMENT.  THE UNDERGROUND STATION MARK WAS
 ME2995'LEFT INTACT.  A NEW STATION HUNTER 2 1972 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1921 ***********************************************************************
 JB1921  DESIGNATION -  HUNTER
 JB1921  PID         -  JB1921
 JB1921  STATE/COUNTY-  IL/RANDOLPH
 JB1921  USGS QUAD   -  TILDEN (1982)
 JB1921
 JB1921                         *CURRENT SURVEY CONTROL
 JB1921  ___________________________________________________________________
 JB1921* NAD 83(1997)-  38 09 04.53335(N)    089 41 59.84521(W)     ADJUSTED  
 JB1921* NAVD 88     -       161.9    (meters)     531.     (feet)  VERTCON   
 JB1921  ___________________________________________________________________
 JB1921  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JB1921  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 JB1921
 JB1921  HORZ ORDER  -  SECOND
 JB1921
 JB1921.This mark is at Sparta Community - Hunter Field Airport (SAR)
 JB1921
 JB1921.The horizontal coordinates were established by classical geodetic methods
 JB1921.and adjusted by the National Geodetic Survey in October 1999..
 JB1921
 JB1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1921
 JB1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1921
 JB1921.The geoid height was determined by GEOID03.
 JB1921
 JB1921;                    North         East     Units Scale Factor Converg.
 JB1921;SPC IL W     -   164,861.239   740,905.620   MT  0.99996178   +0 17 17.9
 JB1921;SPC IL W     -   540,882.25  2,430,787.85   sFT  0.99996178   +0 17 17.9
 JB1921;UTM  16      - 4,226,042.638   263,417.775   MT  1.00028939   -1 40 07.1
 JB1921
 JB1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1921!SPC IL W     -   0.99997927  x   0.99996178  =   0.99994105
 JB1921!UTM  16      -   0.99997927  x   1.00028939  =   1.00026866
 JB1921
 JB1921:                Primary Azimuth Mark                     Grid Az
 JB1921:SPC IL W     -  HUNTER AZ MK USGS                        141 45 07.4
 JB1921:UTM  16      -  HUNTER AZ MK USGS                        143 42 32.4
 JB1921
 JB1921|---------------------------------------------------------------------|
 JB1921| PID    Reference Object                     Distance      Geod. Az  |
 JB1921|                                                           dddmmss.s |
 JB1921| JB1918 HUNTER AZ MK USGS                   APPROX. 4.2 KM 1420225.3 |
 JB1921| JB1922 AIRPORT BEACON SPARTA APT           APPROX. 0.9 KM 1932810.8 |
 JB1921| CI3895 HUNTER RM 1                          75.993 METERS 23428     |
 JB1921| CI3896 HUNTER RM 2                          71.387 METERS 29606     |
 JB1921|---------------------------------------------------------------------|
 JB1921
 JB1921                          SUPERSEDED SURVEY CONTROL
 JB1921
 JB1921  NAD 83(1986)-  38 09 04.54112(N)    089 41 59.83747(W) AD(       ) 2
 JB1921  NAD 27      -  38 09 04.37028(N)    089 41 59.48289(W) AD(       ) 2
 JB1921  NGVD 29 (07/19/86)  162.0    (m)          531.     (f) VERT ANG       
 JB1921
 JB1921.Superseded values are not recommended for survey control.
 JB1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1921.See file dsdata.txt to determine how the superseded data were derived.
 JB1921
 JB1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6341826043(NAD 83)
 JB1921_MARKER: DD = SURVEY DISK
 JB1921_SETTING: 0 = UNSPECIFIED SETTING
 JB1921
 JB1921  HISTORY     - Date     Condition        Report By
 JB1921  HISTORY     - 1969     MONUMENTED       USGS
 JB1921
 JB1921                          STATION DESCRIPTION
 JB1921
 JB1921'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1921'STATION IS LOCATED 1.8 MI N. OF SPARTA, AT THE SPARTA AIRPORT
 JB1921'(HUNTER FIELD), ABOUT 0.3 MI W. OF THE CENTER OF SEC. 30, T. 4
 JB1921'S., R. 5 W., 0.45 MI N. OF THE TERMINAL BUILDING, 0.15 MI S. OF THE
 JB1921'N. END OF THE N.-S. PAVED RUNWAY AND ON THE W. SIDE OF THE
 JB1921'RUNWAY.
 JB1921'
 JB1921'TO REACH THE STATION FROM THE SPARTA POST OFFICE, DRIVE E. FOR 1.5
 JB1921'BLOCKS ON STATE HWY. 154 TO JCT. WITH STATE HWY. 4, TURN LEFT AND
 JB1921'DRIVE N. ON STATE HWY. 4 FOR 1.55 MI TO AIRPORT ENTRANCE ON THE
 JB1921'RIGHT, TURN RIGHT ON AIRPORT ENTRANCE AND DRIVE E. FOR 0.1 MI TO
 JB1921'TERMINAL BUILDING, CONTINUE E. PAST TERMINAL BUILDING FOR 0.1 MI
 JB1921'TO N.-S. RUNWAY, TURN LEFT ONTO PAVED RUNWAY AND DRIVE N. FOR 0.45
 JB1921'MI TO STATION ON THE LEFT.
 JB1921'
 JB1921'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED HUNTER
 JB1921'1969 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN FLUSH
 JB1921'WITH GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL.
 JB1921'
 JB1921'STATION MARK IS 131.5 FT W. OF CENTER OF PAVED RUNWAY, 101.5 FT
 JB1921'W. OF W. EDGE OF RUNWAY, 208 FT E. OF W. BOUNDARY FENCE OF AIRPORT
 JB1921'AND 1.7 FT E. OF A METAL WITNESS POST.
 JB1921'
 JB1921'REFERENCE MARK 1 IS 249.32 FT (75.993 M.) WSW. OF STATION, AND 0.5
 JB1921'FT E. OF THE W. BOUNDARY FENCE OF THE AIRPORT AND A METAL WITNESS
 JB1921'POST.
 JB1921'
 JB1921'REFERENCE MARK 2 IS 234.21 FT (71.387 M.) WNW. OF STATION AND 0.5
 JB1921'FT E. OF THE W. BOUNDARY FENCE OF THE AIRPORT AND A METAL WITNESS
 JB1921'POST.
 JB1921'
 JB1921'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2984 ***********************************************************************
 AJ2984  DESIGNATION -  HUNTER
 AJ2984  PID         -  AJ2984
 AJ2984  STATE/COUNTY-  IL/MCHENRY
 AJ2984  USGS QUAD   -  CAPRON (1978)
 AJ2984
 AJ2984                         *CURRENT SURVEY CONTROL
 AJ2984  ___________________________________________________________________
 AJ2984* NAD 83(1997)-  42 25 21.56079(N)    088 40 38.56199(W)     ADJUSTED  
 AJ2984* NAVD 88     -       277.6    (meters)     911.     (feet)  GPS OBS   
 AJ2984  ___________________________________________________________________
 AJ2984  X           -     108,846.571 (meters)                     COMP
 AJ2984  Y           -  -4,714,380.140 (meters)                     COMP
 AJ2984  Z           -   4,280,540.890 (meters)                     COMP
 AJ2984  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AJ2984  ELLIP HEIGHT-         243.77  (meters)          (02/03/05) GPS OBS
 AJ2984  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AJ2984
 AJ2984  HORZ ORDER  -  FIRST
 AJ2984  ELLP ORDER  -  FOURTH    CLASS II
 AJ2984
 AJ2984.The horizontal coordinates were established by GPS observations
 AJ2984.and adjusted by the National Geodetic Survey in April 2001..
 AJ2984
 AJ2984.The orthometric height was determined by GPS observations and a
 AJ2984.high-resolution geoid model.
 AJ2984
 AJ2984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2984
 AJ2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2984
 AJ2984.The ellipsoidal height was determined by GPS observations
 AJ2984.and is referenced to NAD 83.
 AJ2984
 AJ2984.The geoid height was determined by GEOID03.
 AJ2984
 AJ2984;                    North         East     Units Scale Factor Converg.
 AJ2984;SPC IL E     -   639,106.283   271,685.705   MT  0.99998486   -0 13 55.5
 AJ2984;SPC IL E     - 2,096,801.20    891,355.52   sFT  0.99998486   -0 13 55.5
 AJ2984;UTM  16      - 4,698,067.803   362,004.768   MT  0.99983430   -1 07 54.2
 AJ2984
 AJ2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2984!SPC IL E     -   0.99996177  x   0.99998486  =   0.99994663
 AJ2984!UTM  16      -   0.99996177  x   0.99983430  =   0.99979608
 AJ2984
 AJ2984                          SUPERSEDED SURVEY CONTROL
 AJ2984
 AJ2984  ELLIP H (04/24/01)  243.82   (m)                       GP(       ) 4 1
 AJ2984
 AJ2984.Superseded values are not recommended for survey control.
 AJ2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2984.See file dsdata.txt to determine how the superseded data were derived.
 AJ2984
 AJ2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6200598068(NAD 83)
 AJ2984_MARKER: I = METAL ROD
 AJ2984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2984_STAMPING: HUNTER
 AJ2984_MARK LOGO: IL-111
 AJ2984_PROJECTION: FLUSH
 AJ2984_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2984+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 AJ2984_ROD/PIPE-DEPTH:  3.7 meters
 AJ2984_SLEEVE-DEPTH  :  0.9 meters
 AJ2984
 AJ2984  HISTORY     - Date     Condition        Report By
 AJ2984  HISTORY     - 20000727 MONUMENTED       SECI
 AJ2984
 AJ2984                          STATION DESCRIPTION
 AJ2984
 AJ2984'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2984'STATION IS LOCATED APPROXIMATELY 3.2 MI WEST OF HARVARD, 1.5 MI
 AJ2984'EAST OF BOONE/MCHENRY COUNTY LINE IN SECTION 32, T46N, R5E.  TO
 AJ2984'REACH FROM THE JUNCTION OF IL RT 173 AND WHITE OAKS RD PROCEED
 AJ2984'NORTH ON WHITE OAKS RD 0.5 MI TO THE STATION LOCATED 26.4 FT WEST
 AJ2984'OF CENTERLINE OF WHITE OAKS RD.  STATION IS LOCATED 170 FT NORTH OF
 AJ2984'CENTERLINE OF HUNTER RD, 155 FT NORTH OF CENTERLINE OF AGGREGATE
 AJ2984'FIELD ENTRANCE, 188 FT SOUTH OF CENTERLINE OF AGGREGATE DRIVEWAY,
 AJ2984'172 FT SOUTH OF POWERPOLE (PP), 27.2 FT SOUTH OF PP, AND 90 FT NORTH
 AJ2984'OF PP, AND 2 FT EAST OF ORANGE FIBERGLASS WITNESS POST.  NOTE -
 AJ2984'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.35
 AJ2984'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2984' 
 AJ2984'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2999 ***********************************************************************
 ME2999  DESIGNATION -  HUNTER 2 RESET
 ME2999  PID         -  ME2999
 ME2999  STATE/COUNTY-  IL/WILL
 ME2999  USGS QUAD   -  TINLEY PARK (1993)
 ME2999
 ME2999                         *CURRENT SURVEY CONTROL
 ME2999  ___________________________________________________________________
 ME2999* NAD 83(1997)-  41 30 51.30781(N)    087 47 26.04836(W)     ADJUSTED  
 ME2999* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 ME2999  ___________________________________________________________________
 ME2999  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 ME2999  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME2999
 ME2999  HORZ ORDER  -  SECOND
 ME2999
 ME2999.The horizontal coordinates were established by classical geodetic methods
 ME2999.and adjusted by the National Geodetic Survey in October 1999..
 ME2999.No horizontal observational check was made to the station.
 ME2999
 ME2999.The orthometric height was scaled from a topographic map.
 ME2999
 ME2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2999
 ME2999.The geoid height was determined by GEOID03.
 ME2999
 ME2999;                    North         East     Units Scale Factor Converg.
 ME2999;SPC IL E     -   538,294.882   345,307.757   MT  1.00000025   +0 21 35.1
 ME2999;SPC IL E     - 1,766,055.79  1,132,897.20   sFT  1.00000025   +0 21 35.1
 ME2999;UTM  16      - 4,596,148.155   434,031.132   MT  0.99965355   -0 31 26.4
 ME2999
 ME2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2999!SPC IL E     -   0.99996978  x   1.00000025  =   0.99997003
 ME2999!UTM  16      -   0.99996978  x   0.99965355  =   0.99962335
 ME2999
 ME2999|---------------------------------------------------------------------|
 ME2999| PID    Reference Object                     Distance      Geod. Az  |
 ME2999|                                                           dddmmss.s |
 ME2999| CM3704 HUNTER 2 RM 5                         5.685 METERS 00600     |
 ME2999| ME2995 HUNTER                               11.506 METERS 08912     |
 ME2999| DC9615 HUNTER 2 RM 6                         5.682 METERS 17917     |
 ME2999| CM3705 HUNTER 2 RM 3                                      17924     |
 ME2999| CM3703 HUNTER 2 RM 4                         6.246 METERS 35925     |
 ME2999| CW4202 HUNTER 2 RM 7                         6.252 METERS 35938     |
 ME2999|---------------------------------------------------------------------|
 ME2999
 ME2999                          SUPERSEDED SURVEY CONTROL
 ME2999
 ME2999  NAD 83(1997)-  41 30 51.30782(N)    087 47 26.04848(W) AD(       ) 2
 ME2999  NAD 83(1997)-  41 30 51.31237(N)    087 47 26.05501(W) AD(       ) 2
 ME2999  NAD 83(1986)-  41 30 51.31238(N)    087 47 26.05499(W) AD(       ) 2
 ME2999  NAD 27      -  41 30 51.18671(N)    087 47 25.87954(W) AD(       ) 2
 ME2999
 ME2999.Superseded values are not recommended for survey control.
 ME2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2999.See file dsdata.txt to determine how the superseded data were derived.
 ME2999
 ME2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3403196148(NAD 83)
 ME2999_MARKER: DS = TRIANGULATION STATION DISK
 ME2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2999_STAMPING: HUNTER 2 1972 1978
 ME2999_PROJECTION: FLUSH
 ME2999_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2999
 ME2999  HISTORY     - Date     Condition        Report By
 ME2999  HISTORY     - 1978     MONUMENTED       NGS
 ME2999
 ME2999                          STATION DESCRIPTION
 ME2999
 ME2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 ME2999'STATION MARK FOUND PROJECTING ABOUT 2 FEET AND LEANING TO THE
 ME2999'WEST.  REFERENCE MARK 3 FOUND WITH THE DISK SHEARED OFF.  REFERENCE
 ME2999'MARK 4 WAS FOUND PROJECTING ABOUT 1.5 FOOT AND LEANING TO THE
 ME2999'EAST.  THE AZIMUTH MARK OR REFERENCE MARK 5 FOUND TO BE IN GOOD
 ME2999'CONDITION.  REFERENCE MARK 6 WAS SET IN A DRILL HOLE IN THE MARK
 ME2999'THAT NUMBER 3 WAS IN.  REFERENCE MARK 4 WAS PULLED THE REST OF THE
 ME2999'WAY OUT OF THE GROUND AND THE HOLE DUG DEEPER, THE MARK RESET IN THE
 ME2999'NEW HOLE AND RESTAMPED.  THE 1972 TO REACH IS ADEQUATE TO RECOVER THE
 ME2999'STATION.
 ME2999'
 ME2999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ME2999'STATE HIGHWAY 43
 ME2999'(ABOUT 4-1/2 MILES SOUTH OF TINLEY PARK), GO NORTH ON
 ME2999'HIGHWAY 43 FOR 0.55 MILE TO THE
 ME2999'STATION ON THE LEFT.  CONTINUE NORTH ON
 ME2999'THE HIGHWAY FOR 0.35 MILE TO REFERENCE MARK 5 ON
 ME2999'THE RIGHT.
 ME2999'
 ME2999'THE STATION IS 270 FEET NORTH OF CENTERLINE OF PAVED ROAD,
 ME2999'68 FEET WEST OF CENTERLINE OF STATE HIGHWAY 43, 1 FOOT NORTH OF A
 ME2999'METAL WITNESS POST AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 ME2999'MARK IS FLUSH AND THE DISK STAMPED HUNTER 2 1972 1978.
 ME2999'
 ME2999'REFERENCE MARK 6 IS 68 FEET WEST OF CENTERLINE OF HIGHWAY, 17 FEET
 ME2999'SOUTH OF A METAL WITNESS POST AND 1 FOOT NORTH OF A METAL WITNESS
 ME2999'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK STAMPED HUNTER 2
 ME2999'1972 10 5 1973.
 ME2999'
 ME2999'REFERENCE MARK 7 IS 68 FEET WEST OF CENTERLINE OF THE HIGHWAY, 19
 ME2999'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A METAL WITNESS
 ME2999'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED HUNTER 2 1972
 ME2999'NO 7 1978.
 ME2999'
 ME2999'REFERENCE MARK 5 IS 113 FEET NORTH OF CENTERLINE OF A DRIVEWAY, 69
 ME2999'FEET EAST OF CENTERLINE OF HIGHWAY, 1 FOOT WEST OF POWER LINE POLE,
 ME2999'1 FOOT SOUTHWEST OF A METAL WITNESS POST.  THE MARK PROJECTS 3
 ME2999'INCHES THE DISK STAMPED HUNTER 2 NO 5 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1918 ***********************************************************************
 JB1918  DESIGNATION -  HUNTER AZ MK USGS
 JB1918  PID         -  JB1918
 JB1918  STATE/COUNTY-  IL/RANDOLPH
 JB1918  USGS QUAD   -  STEELEVILLE (1982)
 JB1918
 JB1918                         *CURRENT SURVEY CONTROL
 JB1918  ___________________________________________________________________
 JB1918* NAD 83(1997)-  38 07 18.34877(N)    089 40 14.99454(W)     ADJUSTED  
 JB1918* NAVD 88     -       163.1    (meters)     535.     (feet)  VERTCON   
 JB1918  ___________________________________________________________________
 JB1918  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 JB1918  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JB1918
 JB1918  HORZ ORDER  -  SECOND
 JB1918
 JB1918.The horizontal coordinates were established by classical geodetic methods
 JB1918.and adjusted by the National Geodetic Survey in October 1999..
 JB1918
 JB1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1918
 JB1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1918
 JB1918.The geoid height was determined by GEOID03.
 JB1918
 JB1918;                    North         East     Units Scale Factor Converg.
 JB1918;SPC IL W     -   161,600.651   743,475.861   MT  0.99996445   +0 18 22.0
 JB1918;SPC IL W     -   530,184.80  2,439,220.39   sFT  0.99996445   +0 18 22.0
 JB1918;UTM  16      - 4,222,695.142   265,875.995   MT  1.00027514   -1 38 58.4
 JB1918
 JB1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1918!SPC IL W     -   0.99997908  x   0.99996445  =   0.99994353
 JB1918!UTM  16      -   0.99997908  x   1.00027514  =   1.00025421
 JB1918
 JB1918:                Primary Azimuth Mark                     Grid Az
 JB1918:SPC IL W     -  AIRPORT BEACON SPARTA APT                311 10 30.3
 JB1918:UTM  16      -  AIRPORT BEACON SPARTA APT                313 07 50.7
 JB1918
 JB1918|---------------------------------------------------------------------|
 JB1918| PID    Reference Object                     Distance      Geod. Az  |
 JB1918|                                                           dddmmss.s |
 JB1918| JB1922 AIRPORT BEACON SPARTA APT           APPROX. 3.7 KM 3112852.3 |
 JB1918| JB1921 HUNTER                              APPROX. 4.2 KM 3220330.1 |
 JB1918|---------------------------------------------------------------------|
 JB1918
 JB1918                          SUPERSEDED SURVEY CONTROL
 JB1918
 JB1918  NAD 83(1986)-  38 07 18.35619(N)    089 40 14.98700(W) AD(       ) 2
 JB1918  NAD 27      -  38 07 18.18531(N)    089 40 14.63340(W) AD(       ) 2
 JB1918  NGVD 29 (07/19/86)  163.2    (m)          535.     (f) VERT ANG       
 JB1918
 JB1918.Superseded values are not recommended for survey control.
 JB1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1918.See file dsdata.txt to determine how the superseded data were derived.
 JB1918
 JB1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6587622695(NAD 83)
 JB1918_MARKER: DZ = AZIMUTH MARK DISK
 JB1918_SETTING: 0 = UNSPECIFIED SETTING
 JB1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1918
 JB1918  HISTORY     - Date     Condition        Report By
 JB1918  HISTORY     - 1969     MONUMENTED       USGS
 JB1918
 JB1918                          STATION DESCRIPTION
 JB1918
 JB1918'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JFS)
 JB1918'THE STATION IS LOCATED 1.8 MI E. OF SPARTA, IN THE VILLAGE OF
 JB1918'EDEN, NEAR THE CENTER OF THE SE. QUARTER OF SEC. 5, T. 5 S., R. 5
 JB1918'W., IN THE RIGHT-OF-WAY OF STATE HWY. 154.
 JB1918'
 JB1918'TO REACH THE STATION FROM THE SPARTA POST OFFICE, DRIVE E. ON STATE
 JB1918'HWY. 154 FOR 1.95 MI AND STATION ON THE RIGHT.
 JB1918'
 JB1918'STATION MARK IS A STANDARD AZIMUTH MARK TABLET STAMPED HUNTER 1969
 JB1918'CRIMPED ON A 10 FT LENGTH OF COPPER COATED ROD, DRIVEN FLUSH WITH
 JB1918'THE GROUND AND SET IN A 6 IN. TILE FILLED WITH GRAVEL.  THE MARK IS
 JB1918'29 FT S. OF THE CENTER OF THE HWY., 101 FT WSW. OF JCT. OF STREET
 JB1918'LEADING S., 180 FT WNW. OF THE NW. COR. OF A BAPTIST CHURCH AND 1 FT
 JB1918'E. OF A METAL WITNESS POST.
 JB1918'
 JB1918'STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1114 ***********************************************************************
 NH1114  DESIGNATION -  HUNTLEY
 NH1114  PID         -  NH1114
 NH1114  STATE/COUNTY-  IL/MCHENRY
 NH1114  USGS QUAD   -  HUNTLEY (1992)
 NH1114
 NH1114                         *CURRENT SURVEY CONTROL
 NH1114  ___________________________________________________________________
 NH1114* NAD 83(1997)-  42 10 58.79466(N)    088 23 01.92189(W)     ADJUSTED  
 NH1114* NAVD 88     -       269.     (meters)     883.     (feet)  SCALED    
 NH1114  ___________________________________________________________________
 NH1114  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 NH1114  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NH1114
 NH1114  HORZ ORDER  -  THIRD
 NH1114
 NH1114.The horizontal coordinates were established by classical geodetic methods
 NH1114.and adjusted by the National Geodetic Survey in October 1999..
 NH1114
 NH1114.The orthometric height was scaled from a topographic map.
 NH1114
 NH1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1114
 NH1114.The geoid height was determined by GEOID03.
 NH1114
 NH1114;                    North         East     Units Scale Factor Converg.
 NH1114;SPC IL E     -   612,429.909   295,825.353   MT  0.99997521   -0 02 02.2
 NH1114;SPC IL E     - 2,009,280.46    970,553.68   sFT  0.99997521   -0 02 02.2
 NH1114;UTM  16      - 4,671,021.508   385,719.258   MT  0.99976070   -0 55 45.7
 NH1114
 NH1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1114!SPC IL E     -   0.99996310  x   0.99997521  =   0.99993831
 NH1114!UTM  16      -   0.99996310  x   0.99976070  =   0.99972380
 NH1114
 NH1114:                Primary Azimuth Mark                     Grid Az
 NH1114:SPC IL E     -  HUNTLEY AZ MK                            002 23 02.7
 NH1114:UTM  16      -  HUNTLEY AZ MK                            003 16 46.2
 NH1114
 NH1114|---------------------------------------------------------------------|
 NH1114| PID    Reference Object                     Distance      Geod. Az  |
 NH1114|                                                           dddmmss.s |
 NH1114| CJ7991 HUNTLEY AZ MK                                      0022100.5 |
 NH1114| NH1115 9 RGS USGS 1954                      19.272 METERS 15051     |
 NH1114| NH1120 HUNTLEY H D CATTY CORP STK          APPROX. 3.9 KM 2413748.5 |
 NH1114| NH1119 HUNTLEY MUNICIPAL TANK              APPROX. 3.8 KM 2432800.1 |
 NH1114| NH1117 HUNTLEY UNION MACHINE CO TANK       APPROX. 4.0 KM 2493018.5 |
 NH1114| CJ7992 HUNTLEY RM 1                         23.827 METERS 26950     |
 NH1114|---------------------------------------------------------------------|
 NH1114
 NH1114                          SUPERSEDED SURVEY CONTROL
 NH1114
 NH1114  NAD 83(1997)-  42 10 58.79367(N)    088 23 01.92643(W) AD(       ) 3
 NH1114  NAD 83(1986)-  42 10 58.79432(N)    088 23 01.93276(W) AD(       ) 3
 NH1114  NAD 27      -  42 10 58.70120(N)    088 23 01.63350(W) AD(       ) 3
 NH1114
 NH1114.Superseded values are not recommended for survey control.
 NH1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1114.See file dsdata.txt to determine how the superseded data were derived.
 NH1114
 NH1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8571971022(NAD 83)
 NH1114_MARKER: DS = TRIANGULATION STATION DISK
 NH1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1114
 NH1114  HISTORY     - Date     Condition        Report By
 NH1114  HISTORY     - 1954     MONUMENTED       CGS
 NH1114  HISTORY     - 1966     GOOD             CGS
 NH1114  HISTORY     - 20000802 MARK NOT FOUND   PATRIC
 NH1114  HISTORY     - 20030522 MARK NOT FOUND   USPSQD
 NH1114
 NH1114                          STATION DESCRIPTION
 NH1114
 NH1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1114'STATION IS LOCATED ABOUT 2-1/2 MILE NORTHEAST OF HUNTLEY
 NH1114'AND ABOUT 5 MILES WEST OF ALGONQUIN.  IT IS 62 FEET WEST OF
 NH1114'THE CENTER OF A BLACKTOP ROAD, 25 FEET NORTH OF THE CENTER
 NH1114'OF A GRAVEL ROAD, 5 FEET WEST OF A WHITE WITNESS POST AND
 NH1114'1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND
 NH1114'THE DISK IS STAMPED HUNTLEY 1954.
 NH1114'
 NH1114'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 NH1114'12 FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE
 NH1114'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HUNTLEY
 NH1114'NO 1 1954.
 NH1114'
 NH1114'9 RGS (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 31 FEET
 NH1114'SOUTH OF THE CENTER OF A GRAVEL ROAD, 31 FEET WEST OF THE
 NH1114'CENTER OF A BLACKTOP ROAD AND 6 FEET SOUTHWEST OF A POWER
 NH1114'POLE.  THE MARK IS A 6 X 6 CONCRETE POST FLUSH WITH THE
 NH1114'GROUND WITH A BRONZE U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 NH1114'STAMPED ILL. 9RGS 1923.
 NH1114'
 NH1114'AZIMUTH MARK IS 22 FEET EAST OF THE CENTER OF A BLACKTOP
 NH1114'ROAD, 2 FEET SOUTH OF A TELEPHONE POLE, 1-1/2 FEET SOUTH OF A
 NH1114'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE
 NH1114'MARK IS FLUSH AND THE DISK IS STAMPED HUNTLEY 1954.
 NH1114'
 NH1114'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 NH1114'STATE HIGHWAY 47 IN HUNTLEY GO NORTH ON HIGHWAY 47 FOR 0.4
 NH1114'MILE TO T-ROAD EAST (ALGONQUIN ROAD), GO EAST ON BLACKTOP
 NH1114'ROAD FOR 2.2 MILES TO T-ROAD NORTH, GO NORTH ON BLACKTOP
 NH1114'ROAD FOR 0.45 MILE TO GRAVEL T-ROAD WEST AND THE STATION IN
 NH1114'THE NORTHWEST ANGLE AS DESCRIBED.  CONTINUE NORTH ON BLACKTOP
 NH1114'ROAD FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.
 NH1114
 NH1114                          STATION RECOVERY (1966)
 NH1114
 NH1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1114'STATION AND ALL MARKS WERE RECOVERED AND FOUND AS DESCRIBED
 NH1114'AND IN GOOD CONDITION AT THIS TIME.  THE DESCRIPTION IS GOOD
 NH1114'WITH THE BELOW CHANGES.
 NH1114'
 NH1114'THE STATION MARK IS IN THE NORTHWEST ANGLE OF THE INTERSECTION
 NH1114'OF HUNTLEY-CRYSTAL LAKE ROAD AND REED ROAD, AND 1 FOOT WEST
 NH1114'OF A METAL WITNESS POST.
 NH1114'
 NH1114'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTERLINE OF A
 NH1114'GRAVELED DRIVEWAY EAST AND 1 FOOT NORTH OF A METAL WITNESS POST.
 NH1114
 NH1114                          STATION RECOVERY (2000)
 NH1114
 NH1114'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NH1114'MARK NOT FOUND.
 NH1114
 NH1114                          STATION RECOVERY (2003)
 NH1114
 NH1114'RECOVERY NOTE BY US POWER SQUADRON 2003 (GB)
 NH1114'AREA WAS RURAL, MARKS ALONG FARMING ROAD WHEN ORIGINALLY SET. AREA IS
 NH1114'NOW HOUSING, ROADS WIDENED AND REALIGNED. MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1120 ***********************************************************************
 NH1120  DESIGNATION -  HUNTLEY H D CATTY CORP STK
 NH1120  PID         -  NH1120
 NH1120  STATE/COUNTY-  IL/MCHENRY
 NH1120  USGS QUAD   -  HUNTLEY (1992)
 NH1120
 NH1120                         *CURRENT SURVEY CONTROL
 NH1120  ___________________________________________________________________
 NH1120* NAD 83(1997)-  42 09 59.35542(N)    088 25 29.80997(W)     ADJUSTED  
 NH1120* NAVD 88     -                                                        
 NH1120  ___________________________________________________________________
 NH1120  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 NH1120  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH1120
 NH1120  HORZ ORDER  -  THIRD
 NH1120
 NH1120.The horizontal coordinates were established by classical geodetic methods
 NH1120.and adjusted by the National Geodetic Survey in October 1999..
 NH1120
 NH1120
 NH1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1120
 NH1120.The geoid height was determined by GEOID03.
 NH1120
 NH1120;                    North         East     Units Scale Factor Converg.
 NH1120;SPC IL E     -   610,598.805   292,429.727   MT  0.99997570   -0 03 41.4
 NH1120;SPC IL E     - 2,003,272.91    959,413.20   sFT  0.99997570   -0 03 41.4
 NH1120;UTM  16      - 4,669,244.059   382,296.153   MT  0.99977047   -0 57 24.0
 NH1120
 NH1120                          SUPERSEDED SURVEY CONTROL
 NH1120
 NH1120  NAD 83(1997)-  42 09 59.35503(N)    088 25 29.81408(W) AD(       ) 4
 NH1120  NAD 83(1986)-  42 09 59.35574(N)    088 25 29.81941(W) AD(       ) 4
 NH1120  NAD 27      -  42 09 59.26700(N)    088 25 29.51300(W) AD(       ) 3
 NH1120
 NH1120.Superseded values are not recommended for survey control.
 NH1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1120.See file dsdata.txt to determine how the superseded data were derived.
 NH1120
 NH1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8229669244(NAD 83)
 NH1120_MARKER: 63 = STACK
 NH1120
 NH1120  HISTORY     - Date     Condition        Report By
 NH1120  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1120  HISTORY     - 1966     GOOD             CGS
 NH1120  HISTORY     - 20030422 MARK NOT FOUND   USPSQD
 NH1120
 NH1120                          STATION DESCRIPTION
 NH1120
 NH1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1120'STATION IS THE CENTER OF THE TOP OF THE STACK OF THE H.D.
 NH1120'CATTY CORP. LOCATED AT THE SOUTHEAST CORNER OF THE PLANT
 NH1120'BETWEEN CHURCH STREET AND THE RAILROAD TRACKS IN THE SOUTHWEST
 NH1120'SECTION OF HUNTLEY.  THE STACK IS A CONCRETE STRUCTURE ABOUT 12
 NH1120'FEET IN DIAMETER AT THE BASE AND ABOUT 150 FEET HIGH.
 NH1120
 NH1120                          STATION RECOVERY (1966)
 NH1120
 NH1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1120'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 NH1120'AT THIS TIME.
 NH1120
 NH1120                          STATION RECOVERY (2003)
 NH1120
 NH1120'RECOVERY NOTE BY US POWER SQUADRON 2003 (GB)
 NH1120'STACK HAS BEEN KNOCKED DOWN. UNABLE TO PINPOINT FORMER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1119 ***********************************************************************
 NH1119  DESIGNATION -  HUNTLEY MUNICIPAL TANK
 NH1119  PID         -  NH1119
 NH1119  STATE/COUNTY-  IL/MCHENRY
 NH1119  USGS QUAD   -  HUNTLEY (1992)
 NH1119
 NH1119                         *CURRENT SURVEY CONTROL
 NH1119  ___________________________________________________________________
 NH1119* NAD 83(1997)-  42 10 03.10080(N)    088 25 31.78549(W)     ADJUSTED  
 NH1119* NAVD 88     -                                                        
 NH1119  ___________________________________________________________________
 NH1119  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 NH1119  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH1119
 NH1119  HORZ ORDER  -  THIRD
 NH1119
 NH1119.The horizontal coordinates were established by classical geodetic methods
 NH1119.and adjusted by the National Geodetic Survey in October 1999..
 NH1119
 NH1119
 NH1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1119
 NH1119.The geoid height was determined by GEOID03.
 NH1119
 NH1119;                    North         East     Units Scale Factor Converg.
 NH1119;SPC IL E     -   610,714.413   292,384.506   MT  0.99997571   -0 03 42.7
 NH1119;SPC IL E     - 2,003,652.20    959,264.83   sFT  0.99997571   -0 03 42.7
 NH1119;UTM  16      - 4,669,360.335   382,252.753   MT  0.99977059   -0 57 25.4
 NH1119
 NH1119                          SUPERSEDED SURVEY CONTROL
 NH1119
 NH1119  NAD 83(1997)-  42 10 03.10038(N)    088 25 31.78962(W) AD(       ) 4
 NH1119  NAD 83(1986)-  42 10 03.10108(N)    088 25 31.79494(W) AD(       ) 4
 NH1119  NAD 27      -  42 10 03.01200(N)    088 25 31.48800(W) AD(       ) 3
 NH1119
 NH1119.Superseded values are not recommended for survey control.
 NH1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1119.See file dsdata.txt to determine how the superseded data were derived.
 NH1119
 NH1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8225369360(NAD 83)
 NH1119_MARKER: 53 = ELEVATED TANK
 NH1119
 NH1119  HISTORY     - Date     Condition        Report By
 NH1119  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1119  HISTORY     - 1966     GOOD             CGS
 NH1119  HISTORY     - 20030522 MARK NOT FOUND   USPSQD
 NH1119
 NH1119                          STATION DESCRIPTION
 NH1119
 NH1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1119'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 NH1119'LOCATED ON THE EAST SIDE OF THE RAILROAD TRACKS IN THE SOUTHWEST
 NH1119'SECTION OF HUNTLEY.  IT IS A WOOD TANK SUPPORTED BY A TWELVE-LEGGED
 NH1119'STEEL STRUCTURE, IS ABOUT 90 FEET IN HEIGHT OVER-ALL, IS
 NH1119'PAINTED SILVER WITH A BLACK TOP AND HAS THE NAME HUNTLEY
 NH1119'PAINTED ON THE WEST SIDE IN BLACK LETTERS.
 NH1119
 NH1119                          STATION RECOVERY (1966)
 NH1119
 NH1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1119'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 NH1119'AT THIS TIME.
 NH1119
 NH1119                          STATION RECOVERY (2003)
 NH1119
 NH1119'RECOVERY NOTE BY US POWER SQUADRON 2003 (GB)
 NH1119'TANK NO LONGER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1117 ***********************************************************************
 NH1117  DESIGNATION -  HUNTLEY UNION MACHINE CO TANK
 NH1117  PID         -  NH1117
 NH1117  STATE/COUNTY-  IL/MCHENRY
 NH1117  USGS QUAD   -  HUNTLEY (1992)
 NH1117
 NH1117                         *CURRENT SURVEY CONTROL
 NH1117  ___________________________________________________________________
 NH1117* NAD 83(1997)-  42 10 13.20830(N)    088 25 45.75226(W)     ADJUSTED  
 NH1117* NAVD 88     -                                                        
 NH1117  ___________________________________________________________________
 NH1117  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 NH1117  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH1117
 NH1117  HORZ ORDER  -  THIRD
 NH1117
 NH1117.The horizontal coordinates were established by classical geodetic methods
 NH1117.and adjusted by the National Geodetic Survey in October 1999..
 NH1117
 NH1117
 NH1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1117
 NH1117.The geoid height was determined by GEOID03.
 NH1117
 NH1117;                    North         East     Units Scale Factor Converg.
 NH1117;SPC IL E     -   611,026.622   292,064.277   MT  0.99997577   -0 03 52.1
 NH1117;SPC IL E     - 2,004,676.51    958,214.22   sFT  0.99997577   -0 03 52.1
 NH1117;UTM  16      - 4,669,677.444   381,937.506   MT  0.99977151   -0 57 34.9
 NH1117
 NH1117                          SUPERSEDED SURVEY CONTROL
 NH1117
 NH1117  NAD 83(1997)-  42 10 13.20783(N)    088 25 45.75655(W) AD(       ) 4
 NH1117  NAD 83(1986)-  42 10 13.20850(N)    088 25 45.76168(W) AD(       ) 4
 NH1117  NAD 27      -  42 10 13.12000(N)    088 25 45.45400(W) AD(       ) 3
 NH1117
 NH1117.Superseded values are not recommended for survey control.
 NH1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1117.See file dsdata.txt to determine how the superseded data were derived.
 NH1117
 NH1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8193869677(NAD 83)
 NH1117_MARKER: 53 = ELEVATED TANK
 NH1117
 NH1117  HISTORY     - Date     Condition        Report By
 NH1117  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1117  HISTORY     - 1966     GOOD             CGS
 NH1117  HISTORY     - 20030521 MARK NOT FOUND   USPSQD
 NH1117
 NH1117                          STATION DESCRIPTION
 NH1117
 NH1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1117'STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 NH1117'UNION SPECIAL MACHINE CO. LOCATED ABOUT 150 FEET SOUTH OF
 NH1117'THE COMPANY PLANT AND ABOUT 0.1 MILE WEST OF STATE HIGHWAY
 NH1117'47 IN THE WEST SECTION OF HUNTLEY.  IT IS A WOOD TANK SUPPORTED
 NH1117'BY A FOUR-LEGGED STEEL STRUCTURE, IS ABOUT 85 FEET IN HEIGHT
 NH1117'OVER-ALL AND IS PAINTED BLACK WITH THE NAME UNION SPECIAL
 NH1117'MACHINE COMPANY PAINTED ON THE EAST SIDE IN WHITE LETTERS.
 NH1117
 NH1117                          STATION RECOVERY (1966)
 NH1117
 NH1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1117'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS
 NH1117'TIME.  AT THE PRESENT TIME THERE IS NO LETTERING ON THE TANK.
 NH1117
 NH1117                          STATION RECOVERY (2003)
 NH1117
 NH1117'RECOVERY NOTE BY US POWER SQUADRON 2003 (GB)
 NH1117'TANK NO LONGER IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2943 ***********************************************************************
 AJ2943  DESIGNATION -  HUNTLEY WELL 10
 AJ2943  PID         -  AJ2943
 AJ2943  STATE/COUNTY-  IL/MCHENRY
 AJ2943  USGS QUAD   -  HUNTLEY (1992)
 AJ2943
 AJ2943                         *CURRENT SURVEY CONTROL
 AJ2943  ___________________________________________________________________
 AJ2943* NAD 83(1997)-  42 09 14.69429(N)    088 24 22.05740(W)     ADJUSTED  
 AJ2943* NAVD 88     -       269.7    (meters)     885.     (feet)  GPS OBS   
 AJ2943  ___________________________________________________________________
 AJ2943  X           -     131,722.420 (meters)                     COMP
 AJ2943  Y           -  -4,733,872.811 (meters)                     COMP
 AJ2943  Z           -   4,258,465.559 (meters)                     COMP
 AJ2943  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AJ2943  ELLIP HEIGHT-         236.19  (meters)          (02/03/05) GPS OBS
 AJ2943  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AJ2943
 AJ2943  HORZ ORDER  -  FIRST
 AJ2943  ELLP ORDER  -  FOURTH    CLASS II
 AJ2943
 AJ2943.The horizontal coordinates were established by GPS observations
 AJ2943.and adjusted by the National Geodetic Survey in April 2001..
 AJ2943
 AJ2943.The orthometric height was determined by GPS observations and a
 AJ2943.high-resolution geoid model.
 AJ2943
 AJ2943.Photographs are available for this station.
 AJ2943
 AJ2943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2943
 AJ2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2943
 AJ2943.The ellipsoidal height was determined by GPS observations
 AJ2943.and is referenced to NAD 83.
 AJ2943
 AJ2943.The geoid height was determined by GEOID03.
 AJ2943
 AJ2943;                    North         East     Units Scale Factor Converg.
 AJ2943;SPC IL E     -   609,219.342   293,983.706   MT  0.99997545   -0 02 55.9
 AJ2943;SPC IL E     - 1,998,747.12    964,511.54   sFT  0.99997545   -0 02 55.9
 AJ2943;UTM  16      - 4,667,840.781   383,828.077   MT  0.99976606   -0 56 37.7
 AJ2943
 AJ2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2943!SPC IL E     -   0.99996296  x   0.99997545  =   0.99993841
 AJ2943!UTM  16      -   0.99996296  x   0.99976606  =   0.99972903
 AJ2943
 AJ2943                          SUPERSEDED SURVEY CONTROL
 AJ2943
 AJ2943  ELLIP H (04/24/01)  236.20   (m)                       GP(       ) 4 1
 AJ2943
 AJ2943.Superseded values are not recommended for survey control.
 AJ2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2943.See file dsdata.txt to determine how the superseded data were derived.
 AJ2943
 AJ2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8382867841(NAD 83)
 AJ2943_MARKER: I = METAL ROD
 AJ2943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2943_STAMPING: HUNTLEY WELL 10
 AJ2943_MARK LOGO: IL4090
 AJ2943_PROJECTION: FLUSH
 AJ2943_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2943+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ2943_ROD/PIPE-DEPTH: 12.2 meters
 AJ2943_SLEEVE-DEPTH  :  0.9 meters
 AJ2943
 AJ2943  HISTORY     - Date     Condition        Report By
 AJ2943  HISTORY     - 20000714 MONUMENTED       SECI
 AJ2943
 AJ2943                          STATION DESCRIPTION
 AJ2943
 AJ2943'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2943'STATION IS LOCATED IN THE VILLAGE OF HUNTLEY IN SECTION 34, T43N, R7E.
 AJ2943'TO REACH FROM THE JUNCTION OF US RT 47 AND KREUTZER RD ON THE
 AJ2943'SOUTH SIDE OF HUNTLEY, PROCEED EAST ON KREUTZER RD 1.4 MILE TO
 AJ2943'THE VILLAGE OF HUNTLEY WATER TREATMENT PLANT WELL 10 ON THE
 AJ2943'NORTH SIDE OF KREUTZER RD AND A LOCKED GATE   PLEASE CONTACT THE
 AJ2943'VILLAGE OF HUNTLEY PUBLIC WORKS DEPARTMENT TO SCHEDULE ACCESS
 AJ2943'TO THIS STATION.  STATION IS 26 FT EAST OF THE CENTERLINE OF THE
 AJ2943'BITUMINOUS ENTRANCE  TO THE WELL SITE COMPOUND, 53 SOUTHEAST OF
 AJ2943'THE WATER TOWER ACCESS DOOR, 34.5 FT SOUTHWEST OF THE
 AJ2943'SOUTHWEST CORNER OF THE BRICK WELL HOUSE, 71 FT SOUTHWEST OF
 AJ2943'THE NORTHWEST CORNER OF THE WELL HOUSE, 4.3 FT SOUTH OF THE
 AJ2943'BITUMINOUS PARKING LOT, 3.3 FT NORTH OF THE SOUTH CHAINLINK
 AJ2943'FENCELINE  AND AN ORANGE FIBERGLASS WITNESS POST.  NOTE-  ACCESS
 AJ2943'TO POINT THROUGH SIX INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW
 AJ2943'CAP.
 AJ2943' 
 AJ2943' 
 AJ2943' 
 AJ2943' 
 AJ2943'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2946 ***********************************************************************
 AJ2946  DESIGNATION -  HUNTLEY WELL 7
 AJ2946  PID         -  AJ2946
 AJ2946  STATE/COUNTY-  IL/KANE
 AJ2946  USGS QUAD   -  HUNTLEY (1992)
 AJ2946
 AJ2946                         *CURRENT SURVEY CONTROL
 AJ2946  ___________________________________________________________________
 AJ2946* NAD 83(1997)-  42 07 54.64293(N)    088 25 44.68398(W)     ADJUSTED  
 AJ2946* NAVD 88     -       275.1    (meters)     903.     (feet)  GPS OBS   
 AJ2946  ___________________________________________________________________
 AJ2946  X           -     129,871.636 (meters)                     COMP
 AJ2946  Y           -  -4,735,585.949 (meters)                     COMP
 AJ2946  Z           -   4,256,637.739 (meters)                     COMP
 AJ2946  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AJ2946  ELLIP HEIGHT-         241.62  (meters)          (02/03/05) GPS OBS
 AJ2946  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AJ2946
 AJ2946  HORZ ORDER  -  FIRST
 AJ2946  ELLP ORDER  -  FOURTH    CLASS II
 AJ2946
 AJ2946.The horizontal coordinates were established by GPS observations
 AJ2946.and adjusted by the National Geodetic Survey in April 2001..
 AJ2946
 AJ2946.The orthometric height was determined by GPS observations and a
 AJ2946.high-resolution geoid model.
 AJ2946
 AJ2946.Photographs are available for this station.
 AJ2946
 AJ2946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2946
 AJ2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2946
 AJ2946.The ellipsoidal height was determined by GPS observations
 AJ2946.and is referenced to NAD 83.
 AJ2946
 AJ2946.The geoid height was determined by GEOID03.
 AJ2946
 AJ2946;                    North         East     Units Scale Factor Converg.
 AJ2946;SPC IL E     -   606,751.335   292,084.002   MT  0.99997577   -0 03 51.2
 AJ2946;SPC IL E     - 1,990,650.00    958,278.93   sFT  0.99997577   -0 03 51.2
 AJ2946;UTM  16      - 4,665,403.243   381,890.465   MT  0.99977165   -0 57 31.7
 AJ2946
 AJ2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2946!SPC IL E     -   0.99996211  x   0.99997577  =   0.99993788
 AJ2946!UTM  16      -   0.99996211  x   0.99977165  =   0.99973376
 AJ2946
 AJ2946                          SUPERSEDED SURVEY CONTROL
 AJ2946
 AJ2946  ELLIP H (04/24/01)  241.63   (m)                       GP(       ) 4 1
 AJ2946
 AJ2946.Superseded values are not recommended for survey control.
 AJ2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2946.See file dsdata.txt to determine how the superseded data were derived.
 AJ2946
 AJ2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8189065403(NAD 83)
 AJ2946_MARKER: I = METAL ROD
 AJ2946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2946_STAMPING: HUNTLEY WELL 7
 AJ2946_MARK LOGO: IL4090
 AJ2946_PROJECTION: FLUSH
 AJ2946_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2946+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ2946_ROD/PIPE-DEPTH:  3.7 meters
 AJ2946_SLEEVE-DEPTH  :  0.9 meters
 AJ2946
 AJ2946  HISTORY     - Date     Condition        Report By
 AJ2946  HISTORY     - 20000714 MONUMENTED       SECI
 AJ2946
 AJ2946                          STATION DESCRIPTION
 AJ2946
 AJ2946'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2946'STATION IS LOCATED IN THE VILLAGE OF HUNTLEY IN SECTION 9, T42N, R7E.
 AJ2946'TO REACH FROM THE JUNCTION OF INTERSTATE 90 AND IL RT 47 OVERPASS
 AJ2946'ON THE SOUTH SIDE OF HUNTLEY, PROCEED NORTH ON IL RT 47 1.2 MILE TO
 AJ2946'A BITUMINOUS DRIVEWAY TO THE VILLAGE OF HUNTLEY WATER TREATMENT
 AJ2946'PLANT 7 ON THE EAST SIDE OF RT 47.  DRIVEWAY IS 0.35 MILE SOUTH OF DEL
 AJ2946'WEBB BLVD AND MAY ONLY BE ENTERED FROM THE NORTHBOUND LANES
 AJ2946'OF RT 47.  PROCEED EAST ON THE BITUMINOUS DRIVEWAY 0.15 MILE TO A
 AJ2946'LOCKED GATE, PLEASE CONTACT THE VILLAGE OF HUNTLEY PUBLIC WORKS
 AJ2946'DEPARTMENT TO SCHEDULE ACCESS TO THIS STATION.  STATION IS
 AJ2946'LOCATED AT THE SOUTHWEST CORNER OF THE WELL SITE COMPOUND, 80.9
 AJ2946'FT SOUTHWEST OF THE NORTHWEST CORNER OF THE BRICK WELL HOUSE,
 AJ2946'58.3 FT WEST OF THE SOUTHWEST CORNER OF THE WELL HOUSE, 83 FT
 AJ2946'SOUTH OF THE CENTERLINE OF THE BITUMINOUS ENTRANCE,  22.4 FT
 AJ2946'SOUTHEAST OF A POWER POLE, 30.0 FT NORTHEAST OF A POWER POLE, 22.8
 AJ2946'FT NORTH OF THE SOUTH CHAINLINK FENCELINE, 7.0 FT EAST OF THE WEST
 AJ2946'CHAINLINK FENCELINE AND AN ORANGE FIBERGLASS WITNESS POST.  NOTE-
 AJ2946'ACCESS TO POINT IS THROUGH A SIX INCH LOGO CAP.  DATUM POINT IS 0.35
 AJ2946'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2946' 
 AJ2946' 
 AJ2946'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2944 ***********************************************************************
 AJ2944  DESIGNATION -  HUNTLEY WELL 8
 AJ2944  PID         -  AJ2944
 AJ2944  STATE/COUNTY-  IL/MCHENRY
 AJ2944  USGS QUAD   -  HUNTLEY (1992)
 AJ2944
 AJ2944                         *CURRENT SURVEY CONTROL
 AJ2944  ___________________________________________________________________
 AJ2944* NAD 83(1997)-  42 11 24.17469(N)    088 23 20.93083(W)     ADJUSTED  
 AJ2944* NAVD 88     -       265.8    (meters)     872.     (feet)  GPS OBS   
 AJ2944  ___________________________________________________________________
 AJ2944  X           -     133,049.812 (meters)                     COMP
 AJ2944  Y           -  -4,731,149.402 (meters)                     COMP
 AJ2944  Z           -   4,261,423.822 (meters)                     COMP
 AJ2944  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AJ2944  ELLIP HEIGHT-         232.14  (meters)          (02/03/05) GPS OBS
 AJ2944  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AJ2944
 AJ2944  HORZ ORDER  -  FIRST
 AJ2944  ELLP ORDER  -  FOURTH    CLASS II
 AJ2944
 AJ2944.The horizontal coordinates were established by GPS observations
 AJ2944.and adjusted by the National Geodetic Survey in April 2001..
 AJ2944
 AJ2944.The orthometric height was determined by GPS observations and a
 AJ2944.high-resolution geoid model.
 AJ2944
 AJ2944.Photographs are available for this station.
 AJ2944
 AJ2944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2944
 AJ2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2944
 AJ2944.The ellipsoidal height was determined by GPS observations
 AJ2944.and is referenced to NAD 83.
 AJ2944
 AJ2944.The geoid height was determined by GEOID03.
 AJ2944
 AJ2944;                    North         East     Units Scale Factor Converg.
 AJ2944;SPC IL E     -   613,213.254   295,389.658   MT  0.99997526   -0 02 14.9
 AJ2944;SPC IL E     - 2,011,850.48    969,124.24   sFT  0.99997526   -0 02 14.9
 AJ2944;UTM  16      - 4,671,811.398   385,295.949   MT  0.99976189   -0 55 59.0
 AJ2944
 AJ2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2944!SPC IL E     -   0.99996359  x   0.99997526  =   0.99993885
 AJ2944!UTM  16      -   0.99996359  x   0.99976189  =   0.99972549
 AJ2944
 AJ2944                          SUPERSEDED SURVEY CONTROL
 AJ2944
 AJ2944  ELLIP H (04/24/01)  232.15   (m)                       GP(       ) 4 1
 AJ2944
 AJ2944.Superseded values are not recommended for survey control.
 AJ2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2944.See file dsdata.txt to determine how the superseded data were derived.
 AJ2944
 AJ2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8529671811(NAD 83)
 AJ2944_MARKER: I = METAL ROD
 AJ2944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2944_STAMPING: HUNTLEY WELL 8
 AJ2944_MARK LOGO: IL4090
 AJ2944_PROJECTION: FLUSH
 AJ2944_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2944+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ2944_ROD/PIPE-DEPTH:  3.7 meters
 AJ2944_SLEEVE-DEPTH  :  0.9 meters
 AJ2944
 AJ2944  HISTORY     - Date     Condition        Report By
 AJ2944  HISTORY     - 20000714 MONUMENTED       SECI
 AJ2944
 AJ2944                          STATION DESCRIPTION
 AJ2944
 AJ2944'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2944'STATION IS LOCATED IN THE VILLAGE OF HUNTLEY IN SECTION 23, T43N, R7E.
 AJ2944'TO REACH FROM THE JUNCTION OF IL RT 47 AND REED RD ON THE NORTH
 AJ2944'SIDE OF HUNTLEY, PROCEED EAST ON REED RD APPROXIMATELY 1.6 MILE TO
 AJ2944'ENTRANCE OF SOUTHWIND SUBDIVISION, CAMBRIDGE DRIVE, PROCEED
 AJ2944'NORTH ON CAMBRIDGE DRIVE 0.1 MILE TO BEDFORD DRIVE, PROCEED
 AJ2944'NORTHEAST - NORTH ON BEDFORD DRIVE TO THE INTERSECTION OF MARVIN
 AJ2944'DRIVE AND THE ENTRANCE TO THE VILLAGE OF HUNTLEY WATER
 AJ2944'TREATMENT PLANT 8 AND A LOCKED GATE.  PLEASE CONTACT THE VILLAGE
 AJ2944'OF HUNTLEY PUBLIC WORKS DEPARTMENT FOR ACCESS TO THIS STATION.
 AJ2944'STATION IS LOCATED  NEAR THE NORTHWEST CORNER OF THE WELL SITE
 AJ2944'COMPOUND, WHICH IS BETWEEN ADDRESS NO. 9952 AND 9954.  STATION IS
 AJ2944'161 FT NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK WELL
 AJ2944'HOUSE, 104 FT NORTHWEST OF THE WEST SIDE OF THE BASE OF THE
 AJ2944'WATER TOWER, 155 FT NORTH OF THE GATE,  94 FT NORTHWEST OF A FIRE
 AJ2944'HYDRANT, 20.5 FT SOUTH OF THE NORTH CHAINLINK FENCELINE, 2.3 FT EAST
 AJ2944'OF THE WEST CHAINLINK FENCELINE AND AN ORANGE FIBERGLASS WITNESS
 AJ2944'POST.  NOTE-  ACCESS TO POINT THOUGH SIX INCH LOGO CAP.  DATUM POINT
 AJ2944'IS 0.35 FT BELOW CAP.
 AJ2944' 
 AJ2944' 
 AJ2944'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2937 ***********************************************************************
 AJ2937  DESIGNATION -  HUNTLEY WELL 9
 AJ2937  PID         -  AJ2937
 AJ2937  STATE/COUNTY-  IL/MCHENRY
 AJ2937  USGS QUAD   -  HUNTLEY (1992)
 AJ2937
 AJ2937                         *CURRENT SURVEY CONTROL
 AJ2937  ___________________________________________________________________
 AJ2937* NAD 83(1997)-  42 09 49.06474(N)    088 26 32.86340(W)     ADJUSTED  
 AJ2937* NAVD 88     -       265.8    (meters)     872.     (feet)  GPS OBS   
 AJ2937  ___________________________________________________________________
 AJ2937  X           -     128,700.907 (meters)                     COMP
 AJ2937  Y           -  -4,733,240.903 (meters)                     COMP
 AJ2937  Z           -   4,259,249.047 (meters)                     COMP
 AJ2937  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AJ2937  ELLIP HEIGHT-         232.22  (meters)          (02/03/05) GPS OBS
 AJ2937  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AJ2937
 AJ2937  HORZ ORDER  -  FIRST
 AJ2937  ELLP ORDER  -  FOURTH    CLASS II
 AJ2937
 AJ2937.The horizontal coordinates were established by GPS observations
 AJ2937.and adjusted by the National Geodetic Survey in April 2001..
 AJ2937
 AJ2937.The orthometric height was determined by GPS observations and a
 AJ2937.high-resolution geoid model.
 AJ2937
 AJ2937.Photographs are available for this station.
 AJ2937
 AJ2937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2937
 AJ2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2937
 AJ2937.The ellipsoidal height was determined by GPS observations
 AJ2937.and is referenced to NAD 83.
 AJ2937
 AJ2937.The geoid height was determined by GEOID03.
 AJ2937
 AJ2937;                    North         East     Units Scale Factor Converg.
 AJ2937;SPC IL E     -   610,283.000   290,982.027   MT  0.99997600   -0 04 23.7
 AJ2937;SPC IL E     - 2,002,236.81    954,663.53   sFT  0.99997600   -0 04 23.7
 AJ2937;UTM  16      - 4,668,950.969   380,843.992   MT  0.99977470   -0 58 06.1
 AJ2937
 AJ2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2937!SPC IL E     -   0.99996358  x   0.99997600  =   0.99993958
 AJ2937!UTM  16      -   0.99996358  x   0.99977470  =   0.99973829
 AJ2937
 AJ2937                          SUPERSEDED SURVEY CONTROL
 AJ2937
 AJ2937  ELLIP H (04/24/01)  232.23   (m)                       GP(       ) 4 1
 AJ2937
 AJ2937.Superseded values are not recommended for survey control.
 AJ2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2937.See file dsdata.txt to determine how the superseded data were derived.
 AJ2937
 AJ2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8084468951(NAD 83)
 AJ2937_MARKER: I = METAL ROD
 AJ2937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2937_STAMPING: HUNTLEY WELL 9
 AJ2937_MARK LOGO: IL4090
 AJ2937_PROJECTION: FLUSH
 AJ2937_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2937+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ2937_ROD/PIPE-DEPTH:  4.9 meters
 AJ2937_SLEEVE-DEPTH  :  0.9 meters
 AJ2937
 AJ2937  HISTORY     - Date     Condition        Report By
 AJ2937  HISTORY     - 20000714 MONUMENTED       SECI
 AJ2937
 AJ2937                          STATION DESCRIPTION
 AJ2937
 AJ2937'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2937'STATION IS LOCATED IN THE VILLAGE OF HUNTLEY IN SECTION 32, T43N, R7E.
 AJ2937'TO REACH FROM THE JUNCTION OF MAIN STREET AND IL RT 47 IN HUNTLEY,
 AJ2937'PROCEED WEST ON MAIN STREET 0.5 MILE TO A BITUMINOUS DRIVE TO THE
 AJ2937'VILLAGE OF HUNTLEY WEST WASTEWATER TREATMENT PLANT AND WATER
 AJ2937'TREATMENT PLANT WELL 9.  BITUMINOUS DRIVE IS 0.5 MI EAST OF COYNE
 AJ2937'STATION RD AND JUST EAST OF A WATER TOWER.  PROCEED SOUTH OF
 AJ2937'BITUMINOUS DRIVE 0.15 MILE TO A LOCKED GATE, PLEASE CONTACT THE
 AJ2937'VILLAGE OF HUNTLEY PUBLIC WORKS DEPARTMENT TO SCHEDULE ACCESS
 AJ2937'TO THIS STATION, PROCEED SOUTH THROUGH GATE 0.15 MILE TO THE
 AJ2937'WATER TREATMENT PLANT WELL 9.  STATION IS LOCATED 87.4 FT
 AJ2937'SOUTHWEST OF THE WESTERLY SOUTHWEST CORNER OF THE BRICK WELL
 AJ2937'HOUSE, 75.7 FT SOUTHWEST OF THE EASTERLY SOUTHWEST CORNER OF
 AJ2937'THE WELL HOUSE, 8.5 FT EAST OF THE WEST CHAINLINK FENCELINE, 7.5 FT
 AJ2937'NORTH OF THE SOUTH CHAINLINK FENCELINE AND AN ORANGE FIBERGLASS
 AJ2937'WITNESS POST.  NOTE-  ACCESS IS THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2937'POINT IS 0.45 FT BELOW CAP.
 AJ2937' 
 AJ2937'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1594 ***********************************************************************
 ME1594  CBN         -  This is a Cooperative Base Network Control Station.
 ME1594  DESIGNATION -  HURON
 ME1594  PID         -  ME1594
 ME1594  STATE/COUNTY-  IL/WILL
 ME1594  USGS QUAD   -  STEGER (1990)
 ME1594
 ME1594                         *CURRENT SURVEY CONTROL
 ME1594  ___________________________________________________________________
 ME1594* NAD 83(1997)-  41 27 43.28175(N)    087 44 53.66893(W)     ADJUSTED  
 ME1594* NAVD 88     -       238.053  (meters)     781.01   (feet)  ADJUSTED  
 ME1594  ___________________________________________________________________
 ME1594  X           -     188,080.623 (meters)                     COMP
 ME1594  Y           -  -4,783,229.034 (meters)                     COMP
 ME1594  Z           -   4,201,147.930 (meters)                     COMP
 ME1594  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 ME1594  ELLIP HEIGHT-         204.80  (meters)          (10/15/04) GPS OBS
 ME1594  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME1594  DYNAMIC HT  -         237.959 (meters)     780.70  (feet)  COMP
 ME1594  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 ME1594
 ME1594  HORZ ORDER  -  B
 ME1594  VERT ORDER  -  SECOND    CLASS 0
 ME1594  ELLP ORDER  -  FOURTH    CLASS II
 ME1594
 ME1594.The horizontal coordinates were established by GPS observations
 ME1594.and adjusted by the National Geodetic Survey in July 1998..
 ME1594
 ME1594.The orthometric height was determined by differential leveling
 ME1594.and adjusted by the National Geodetic Survey in June 1991..
 ME1594
 ME1594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1594
 ME1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1594
 ME1594.The ellipsoidal height was determined by GPS observations
 ME1594.and is referenced to NAD 83.
 ME1594
 ME1594.The geoid height was determined by GEOID03.
 ME1594
 ME1594.The dynamic height is computed by dividing the NAVD 88
 ME1594.geopotential number by the normal gravity value computed on the
 ME1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1594.degrees latitude (g = 980.6199 gals.).
 ME1594
 ME1594.The modeled gravity was interpolated from observed gravity values.
 ME1594
 ME1594;                    North         East     Units Scale Factor Converg.
 ME1594;SPC IL E     -   532,517.261   348,880.351   MT  1.00000439   +0 23 14.7
 ME1594;SPC IL E     - 1,747,100.38  1,144,618.28   sFT  1.00000439   +0 23 14.7
 ME1594;UTM  16      - 4,590,318.195   437,513.010   MT  0.99964805   -0 29 43.6
 ME1594
 ME1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1594!SPC IL E     -   0.99996788  x   1.00000439  =   0.99997227
 ME1594!UTM  16      -   0.99996788  x   0.99964805  =   0.99961594
 ME1594
 ME1594:                Primary Azimuth Mark                     Grid Az
 ME1594:SPC IL E     -  HURON AZ MK                              000 46 51.5
 ME1594:UTM  16      -  HURON AZ MK                              001 39 49.8
 ME1594
 ME1594|---------------------------------------------------------------------|
 ME1594| PID    Reference Object                     Distance      Geod. Az  |
 ME1594|                                                           dddmmss.s |
 ME1594| ME1597 HURON AZ MK                                        0011006.2 |
 ME1594| ME2597 PARK FOREST MUNICIPAL TANK          APPROX. 4.8 KM 0753121.6 |
 ME1594| ME1593 HURON RM 2                           16.249 METERS 09059     |
 ME1594| ME1595 HURON RM 3                            7.268 METERS 35647     |
 ME1594| ME1596 HURON RM 1                           14.259 METERS 35933     |
 ME1594|---------------------------------------------------------------------|
 ME1594
 ME1594                          SUPERSEDED SURVEY CONTROL
 ME1594
 ME1594  ELLIP H (07/17/98)  204.81   (m)                       GP(       ) 4 1
 ME1594  NAD 83(1986)-  41 27 43.28416(N)    087 44 53.67824(W) AD(       ) 2
 ME1594  NAD 27      -  41 27 43.16131(N)    087 44 53.51119(W) AD(       ) 2
 ME1594  NAVD 88 (07/17/98)  238.05   (m)          781.0    (f) LEVELING    3  
 ME1594  NGVD 29 (??/??/92)  238.139  (m)          781.29   (f) ADJ UNCH    2 0
 ME1594
 ME1594.Superseded values are not recommended for survey control.
 ME1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1594.See file dsdata.txt to determine how the superseded data were derived.
 ME1594
 ME1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3751390318(NAD 83)
 ME1594_MARKER: DS = TRIANGULATION STATION DISK
 ME1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1594_SP_SET: CONCRETE POST
 ME1594_STAMPING: HURON 1959
 ME1594_MARK LOGO: NONE  
 ME1594_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1594+STABILITY: SURFACE MOTION
 ME1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1594+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2000
 ME1594
 ME1594  HISTORY     - Date     Condition        Report By
 ME1594  HISTORY     - 1959     MONUMENTED       CGS
 ME1594  HISTORY     - 1959     GOOD             CGS
 ME1594  HISTORY     - 1967     GOOD             CGS
 ME1594  HISTORY     - 1967     GOOD             NGS
 ME1594  HISTORY     - 1970     GOOD             ILHD
 ME1594  HISTORY     - 1973     GOOD             ILHD
 ME1594  HISTORY     - 19900827 GOOD             NGS
 ME1594  HISTORY     - 19970306 GOOD             NGS
 ME1594  HISTORY     - 20000326 GOOD             SECI
 ME1594
 ME1594                          STATION DESCRIPTION
 ME1594
 ME1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME1594'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF PARK FOREST,
 ME1594'ABOUT 3 MILES NORTH OF MONEE,
 ME1594'1 MILE WEST OF STATE HIGHWAY 50 AND 0.6 MILE SOUTH OF THE WILL-COOK
 ME1594'COUNTY LINE.
 ME1594'
 ME1594'TO REACH THE STATION FROM U.S. HIGHWAY 54 AND COURT STREET IN MONEE,
 ME1594'GO NORTHEAST ON U.S. HIGHWAY
 ME1594'54 FOR 1.6 MILES TO CROSSROADS, JUST BEFORE REACHING THE JUNCTION OF
 ME1594'U.S. HIGHWAY 54 AND STATE HIGHWAY
 ME1594'50.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 0.8
 ME1594'MILE TO CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.15
 ME1594'MILES TO CROSSROADS, CONTINUE
 ME1594'STRAIGHT AHEAD FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 ME1594'
 ME1594'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A 10 BY 10
 ME1594'INCH CONCRETE POST PROJECTING
 ME1594'ABOUT 2 INCHES AND THE DISK IS STAMPED HURON 1959.  IT IS 27 FEET
 ME1594'WEST OF THE APPROXIMATE CENTER OF
 ME1594'GRAVELED ROAD, 8.6 FEET NORTH OF TELEPHONE POLE AND 1.9
 ME1594'FEET WEST OF WITNESS POST.
 ME1594'
 ME1594'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 ME1594'A 10 BY 10 INCH CONCRETE
 ME1594'POST PROJECTING ABOUT 2 INCHES AND THE DISK IS STAMPED HURON NO 1
 ME1594'1959.  IT IS 46.4 FEET NORTH OF
 ME1594'WITNESS POST AND 27 FEET WEST OF THE APPROXIMATE CENTER OF
 ME1594'ROAD.
 ME1594'
 ME1594'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 ME1594'10 BY 10 INCH CONCRETE
 ME1594'POST PROJECTING ABOUT 2 INCHES AND THE DISK IS STAMPED HURON NO 2
 ME1594'1959.  IT IS 51.4 FEET EAST OF
 ME1594'WITNESS POST, 27 FEET EAST OF THE APPROXIMATE CENTER OF ROAD
 ME1594'AND 77 FEET SOUTH OF POWER LINE POLE.
 ME1594'
 ME1594'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A 10 BY 10
 ME1594'INCH CONCRETE POST PROJECTING
 ME1594'ABOUT 4 INCHES AND THE DISK IS STAMPED HURON 1959.  IT IS 27
 ME1594'FEET EAST OF THE APPROXIMATE
 ME1594'CENTER OF ROAD, 1.8 FEET SOUTH OF POWER LINE POLE AND 1
 ME1594'FOOT WEST OF FENCE.
 ME1594'
 ME1594'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED ROAD
 ME1594'FOR 0.35 MILE TO THE MARK
 ME1594'ON THE RIGHT AS DESCRIBED.
 ME1594'
 ME1594'HEIGHT OF LIGHT ABOVE STATION MARK 2.93 METERS.
 ME1594
 ME1594                          STATION RECOVERY (1959)
 ME1594
 ME1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ME1594'4 MI N FROM MONEE.
 ME1594'ABOUT 1.85 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1594'WITH WEST MAIN STREET IN MONEE, THENCE 0.85 MILES NORTH ALONG
 ME1594'STATE HIGHWAY 50, THENCE 0.85 MILES WEST ALONG A GRAVEL ROAD,
 ME1594'THENCE 0.45 MILES NORTH ALONG A GRAVEL ROAD, 26 FEET WEST OF THE
 ME1594'CENTER LINE OF THE ROAD, 8 1/2 FEET NORTH OF A TELEPHONE POLE,
 ME1594'373 FEET NORTH OF THE EXTENDED CENTER LINE OF A FARM ROAD EAST
 ME1594'TO A FARM HOUSE, 95 1/2 FEET SOUTHWEST OF THE THIRD POWER POLE
 ME1594'NORTH OF THE ROAD EAST TO THE FARM HOUSE, 1.9 FEET WEST OF A
 ME1594'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD
 ME1594'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 ME1594
 ME1594                          STATION RECOVERY (1967)
 ME1594
 ME1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME1594'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE FOUND AS
 ME1594'DESCRIBED AND IN
 ME1594'GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE TOP
 ME1594'BROKEN OFF AND SHOULD BE CONSIDERED
 ME1594'AS LOST.  A REFERENCE MARK 3 WAS SET.
 ME1594'THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW
 ME1594'INFORMATION.  THE DISTANCE
 ME1594'AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE WATER TANK
 ME1594'MENTIONED IN THE
 ME1594'PREVIOUS DESCRIPTION COULD NOT BE TAKEN DUE TO THICK HAZE.
 ME1594'
 ME1594'REFERENCE MARK 3 IS 78 FEET SOUTHWEST OF A POWER POLE, 29 FEET WEST
 ME1594'OF THE CENTERLINE
 ME1594'OF THE GRAVELED ROAD AND 24 FEET NORTH OF THE METAL
 ME1594'WITNESS POST.  THE MONUMENT PROJECTS
 ME1594'2 INCHES AND THE DISK IS STAMPED
 ME1594'HURON 1959 NO 3 1967.
 ME1594'
 ME1594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH OF
 ME1594'MONEE
 ME1594'
 ME1594'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME1594
 ME1594                          STATION RECOVERY (1967)
 ME1594
 ME1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1594'RECOVERED IN GOOD CONDITION.
 ME1594
 ME1594                          STATION RECOVERY (1970)
 ME1594
 ME1594'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (WB)
 ME1594'HURON 1959 GOOD
 ME1594'HURON NO 1 1959
 ME1594'GOOD
 ME1594'HURON NO 2 1959 GOOD
 ME1594'AZI HURON 1959 GOOD
 ME1594'
 ME1594'CHANGE OF DIRECTION AND DISTANCE OF WITNESS POST IN PARAGRAPH 2, 3, 4
 ME1594'PARAGRAPH 2 - NORTH OF
 ME1594'WITNESS POST
 ME1594'PARAGRAPH 3 - 48.4 FEET NORTH OF WITNESS
 ME1594'POST
 ME1594'PARAGRAPH 4 - 50.4 FEET EAST OF WITNESS POST
 ME1594'PARAGRAPH 5 - CAST-WEST FENCE GONE (OMIT 1 FOOT WEST OF FENCE)
 ME1594'
 ME1594'DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH OF MONEE
 ME1594
 ME1594                          STATION RECOVERY (1973)
 ME1594
 ME1594'RECOVERY NOTE BY IL HIGHWAY DEPT 1973 (FAW)
 ME1594'HURON 1959 GOOD - DESCRIPTION OK. -
 ME1594'HURON NO. 1, 1959
 ME1594'GOOD
 ME1594'HURON NO. 2, 1959 GOOD
 ME1594'AZI. MK.) HURON 1959 GOOD
 ME1594'
 ME1594'ALL MARKS WERE RECOVERED AND IN GOOD CONDITION, HOWEVER, MARKS SEEM
 ME1594'TO BE THREATENED BY NEW GRADING
 ME1594'ALONG THE NORTH-SOUTH ROAD.
 ME1594'
 ME1594'DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.0 MILES NORTH OF MONEE
 ME1594
 ME1594                          STATION RECOVERY (1990)
 ME1594
 ME1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ME1594'STATION RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED FOR.
 ME1594'STATION IS ALSO A BENCH MARK.
 ME1594'STATION IS LOCATED ABOUT 6 KM (3.7 MI) SOUTHWEST OF MATTESON, 4.5 KM
 ME1594'(2.8 MI) NORTH OF MONEE, ALONG A PAVED ROAD, IN A WEED STRIP BETWEEN
 ME1594'THE ROAD AND A CULTIVATED FIELD, ON THE EAST EDGE OF SECTION 5, T 34
 ME1594'N, R 13 E.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION.
 ME1594'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND US HIGHWAY 30
 ME1594'AT MATTESON (EXIT 340), GO EAST ON HIGHWAY 30 FOR 0.83 KM (0.52 MI)
 ME1594'TO A PAVED CROSSROAD.  TURN RIGHT, SOUTH, ON STATE HIGHWAY 50 FOR 4.06
 ME1594'KM (2.52 MI) TO A PAVED ROAD RIGHT AT THE COUNTY LINE.  TURN RIGHT,
 ME1594'WEST, ON STEGER ROAD FOR 1.33 KM (0.83 MI) TO A PAVED ROAD LEFT. TURN
 ME1594'LEFT, SOUTH, ON CENTRAL AVENUE FOR 0.85 KM (0.53 MI) TO HIGH GROUND
 ME1594'AND STATION ON THE RIGHT AT LOW CUTBANK.
 ME1594'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 ME1594'PROJECTING 15 CM.  IT IS 8.4 M (27.6 FT) WEST OF, AND 0.5 M (1.6 FT)
 ME1594'HIGHER THAN THE ROAD CENTER, 19.1 M (62.7 FT) WEST-SOUTHWEST OF A
 ME1594'POWERLINE POLE WITH A WITNESS SIGN, 0.7 M (2.3 FT) NORTH OF A METAL
 ME1594'WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND
 ME1594'114 M (374.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST.
 ME1594
 ME1594                          STATION RECOVERY (1997)
 ME1594
 ME1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 ME1594'THE STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) SOUTHWEST OF MATTESON,
 ME1594'2.8 MI (4.5 KM) NORTH OF MONEE.  TO REACH FROM THE JUNCTION OF
 ME1594'INTERSTATE HIGHWAY 57 AND U.S. HIGHWAY 30 AT MATTESON (EXIT 340), GO
 ME1594'EAST ON HIGHWAY 30 FOR 0.5 MI (0.8 KM) TO A PAVED CROSSROAD, TURN
 ME1594'RIGHT, SOUTH ON STATE ROUTE 50 FOR 2.5 MI (4.0 KM) TO A PAVED ROAD
 ME1594'RIGHT AT THE COUNTY LINE.  TURN RIGHT, WEST, ON STEGER ROAD FOR 0.8 MI
 ME1594'(1.3 KM) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH ON CENTRAL AVENUE FOR
 ME1594'0.53 MI (0.85 KM) TO HIGH GROUND AND THE STATION ON THE RIGHT AT LOW
 ME1594'CUTBANK.  IT IS 8.4 M (27.6 FT) WEST OF AND 0.5 M (1.6 FT) HIGHER THAN
 ME1594'THE ROAD CENTER, ABOUT 114 M (374.0 FT) NORTH OF THE CENTER OF A
 ME1594'GRAVEL ROAD LEADING EAST, 19.1 M (62.7 FT) WEST-SOUTHWEST OF POWER
 ME1594'POLE WITH A WITNESS SIGN, 0.7 M (2.3 FT) NORTH OF A METAL WITNESS
 ME1594'POST, AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 ME1594
 ME1594                          STATION RECOVERY (2000)
 ME1594
 ME1594'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 ME1594'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION
 ME1594'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7915 ***********************************************************************
 DF7915  CBN         -  This is a Cooperative Base Network Control Station.
 DF7915  DESIGNATION -  HURON 2
 DF7915  PID         -  DF7915
 DF7915  STATE/COUNTY-  IL/WILL
 DF7915  USGS QUAD   -  STEGER (1990)
 DF7915
 DF7915                         *CURRENT SURVEY CONTROL
 DF7915  ___________________________________________________________________
 DF7915* NAD 83(1997)-  41 27 43.27979(N)    087 44 53.87003(W)     ADJUSTED  
 DF7915* NAVD 88     -       238.2    (meters)     781.     (feet)  GPS OBS   
 DF7915  ___________________________________________________________________
 DF7915  X           -     188,075.967 (meters)                     COMP
 DF7915  Y           -  -4,783,229.407 (meters)                     COMP
 DF7915  Z           -   4,201,148.017 (meters)                     COMP
 DF7915  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 DF7915  ELLIP HEIGHT-         205.00  (meters)          (09/15/03) GPS OBS
 DF7915  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DF7915
 DF7915  HORZ ORDER  -  A
 DF7915  ELLP ORDER  -  FOURTH    CLASS I
 DF7915
 DF7915.The horizontal coordinates were established by GPS observations
 DF7915.and adjusted by the National Geodetic Survey in September 2003..
 DF7915
 DF7915.The orthometric height was determined by GPS observations and a
 DF7915.high-resolution geoid model.
 DF7915
 DF7915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7915
 DF7915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7915
 DF7915.The ellipsoidal height was determined by GPS observations
 DF7915.and is referenced to NAD 83.
 DF7915
 DF7915.The geoid height was determined by GEOID03.
 DF7915
 DF7915;                    North         East     Units Scale Factor Converg.
 DF7915;SPC IL E     -   532,517.169   348,875.685   MT  1.00000439   +0 23 14.5
 DF7915;SPC IL E     - 1,747,100.08  1,144,602.98   sFT  1.00000439   +0 23 14.5
 DF7915;UTM  16      - 4,590,318.175   437,508.344   MT  0.99964806   -0 29 43.7
 DF7915
 DF7915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7915!SPC IL E     -   0.99996785  x   1.00000439  =   0.99997224
 DF7915!UTM  16      -   0.99996785  x   0.99964806  =   0.99961592
 DF7915
 DF7915                          SUPERSEDED SURVEY CONTROL
 DF7915
 DF7915.No superseded survey control is available for this station.
 DF7915
 DF7915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3750890318(NAD 83)
 DF7915_MARKER: DB = BENCH MARK DISK
 DF7915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7915_STAMPING: HURON RESET 2002
 DF7915_PROJECTION: PROJECTING 10 CENTIMETERS
 DF7915_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7915+STABILITY: SURFACE MOTION
 DF7915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7915+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 DF7915
 DF7915  HISTORY     - Date     Condition        Report By
 DF7915  HISTORY     - 200207   MONUMENTED       ILDT
 DF7915  HISTORY     - 20020910 GOOD             ILDT
 DF7915
 DF7915                          STATION DESCRIPTION
 DF7915
 DF7915'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (JB)
 DF7915'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTHWEST OF MATTESON, 2.8
 DF7915'MILES NORTH OF MONEE.
 DF7915'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND U.S. HIGHWAY
 DF7915'30 AT MATTESON
 DF7915'(EXIT 340), GO EAST ON HIGHWAY 30 FOR 0.5 MILES TO A PAVED CROSSROAD,
 DF7915'TURN RIGHT, SOUTH ON
 DF7915'STATE ROUTE 50 FOR 2.5 MILES TO A PAVED ROAD RIGHT AT THE COUNTY LINE.
 DF7915'TURN RIGHT (WEST)
 DF7915'ON STEGER RD. FOR 0.8 MILES TO A PAVED ROAD LEFT. TURN LEFT, SOUTH ON
 DF7915'CENTRAL AVE. FOR
 DF7915'0.53 MILES. THE STATION IS LOCATED 39.0 FEET WEST OF THE CENTERLINE
 DF7915'AND IS 1.0 FEET SOUTH OF
 DF7915'A FIBERGLASS WITNESS POST
 DF7915' 
 DF7915'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1597 ***********************************************************************
 ME1597  DESIGNATION -  HURON AZ MK
 ME1597  PID         -  ME1597
 ME1597  STATE/COUNTY-  IL/WILL
 ME1597  USGS QUAD   -  STEGER (1990)
 ME1597
 ME1597                         *CURRENT SURVEY CONTROL
 ME1597  ___________________________________________________________________
 ME1597* NAD 83(1986)-  41 27 58.     (N)    087 44 53.     (W)     SCALED    
 ME1597* NAVD 88     -       231.290  (meters)     758.82   (feet)  ADJUSTED  
 ME1597  ___________________________________________________________________
 ME1597  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME1597  DYNAMIC HT  -         231.199 (meters)     758.53  (feet)  COMP
 ME1597  MODELED GRAV-     980,223.3   (mgal)                       NAVD 88
 ME1597
 ME1597  VERT ORDER  -  SECOND    CLASS 0
 ME1597
 ME1597.The horizontal coordinates were scaled from a topographic map and have
 ME1597.an estimated accuracy of +/- 6 seconds.
 ME1597
 ME1597.The orthometric height was determined by differential leveling
 ME1597.and adjusted by the National Geodetic Survey in June 1991..
 ME1597
 ME1597.The geoid height was determined by GEOID03.
 ME1597
 ME1597.The dynamic height is computed by dividing the NAVD 88
 ME1597.geopotential number by the normal gravity value computed on the
 ME1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1597.degrees latitude (g = 980.6199 gals.).
 ME1597
 ME1597.The modeled gravity was interpolated from observed gravity values.
 ME1597
 ME1597;                    North         East    Units  Estimated Accuracy
 ME1597;SPC IL E     -   532,970.      348,890.      MT  (+/- 180 meters Scaled)
 ME1597
 ME1597                          SUPERSEDED SURVEY CONTROL
 ME1597
 ME1597  NGVD 29 (??/??/92)  231.377  (m)          759.11   (f) ADJ UNCH    2 0
 ME1597
 ME1597.Superseded values are not recommended for survey control.
 ME1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1597.See file dsdata.txt to determine how the superseded data were derived.
 ME1597
 ME1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL375907(NAD 83)
 ME1597_MARKER: DZ = AZIMUTH MARK DISK
 ME1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1597_STAMPING: HURON 1959
 ME1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1597+STABILITY: SURFACE MOTION
 ME1597
 ME1597  HISTORY     - Date     Condition        Report By
 ME1597  HISTORY     - 1959     MONUMENTED       CGS
 ME1597  HISTORY     - 1967     GOOD             NGS
 ME1597
 ME1597                          STATION DESCRIPTION
 ME1597
 ME1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1597'3.6 MI S FROM MATTESON.
 ME1597'ABOUT 2.45 SOUTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION WITH
 ME1597'U.S. HIGHWAY 30 IN THE NORTHWEST PART OF MATTESON, THENCE 0.85
 ME1597'MILES WEST ALONG AN ASPHALT ROAD, THENCE 0.25 MILES SOUTH ALONG
 ME1597'A GRAVEL ROAD, AT A DRIVEWAY WEST TO A FARM HOUSE, 27 1/2 FEET
 ME1597'EAST OF THE CENTER LINE OF THE ROAD, 1/2 FOOT WEST OF A FENCE,
 ME1597'20 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE DRIVEWAY, 2.5
 ME1597'FEET SOUTH OF POWER POLE 202, 3.1 FEET SOUTHEAST OF A METAL
 ME1597'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN
 ME1597'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- THE MARK
 ME1597'MAY BE REACHED FROM MONEE, WILL COUNTY, BY GOING NORTH FOR 1.85
 ME1597'MILES ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH WEST MAIN
 ME1597'STREET IN MONEE, THENCE 0.85 MILES NORTH ALONG STATE HIGHWAY
 ME1597'50, THENCE 0.85 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.8
 ME1597'MILES NORTH ALONG A GRAVEL ROAD.
 ME1597
 ME1597                          STATION RECOVERY (1967)
 ME1597
 ME1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1593 ***********************************************************************
 ME1593  DESIGNATION -  HURON RM 2
 ME1593  PID         -  ME1593
 ME1593  STATE/COUNTY-  IL/WILL
 ME1593  USGS QUAD   -  STEGER (1990)
 ME1593
 ME1593                         *CURRENT SURVEY CONTROL
 ME1593  ___________________________________________________________________
 ME1593* NAD 83(1986)-  41 27 41.     (N)    087 44 53.     (W)     SCALED    
 ME1593* NAVD 88     -       237.559  (meters)     779.39   (feet)  ADJUSTED  
 ME1593  ___________________________________________________________________
 ME1593  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME1593  DYNAMIC HT  -         237.465 (meters)     779.08  (feet)  COMP
 ME1593  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 ME1593
 ME1593  VERT ORDER  -  SECOND    CLASS 0
 ME1593
 ME1593.The horizontal coordinates were scaled from a topographic map and have
 ME1593.an estimated accuracy of +/- 6 seconds.
 ME1593
 ME1593.The orthometric height was determined by differential leveling
 ME1593.and adjusted by the National Geodetic Survey in June 1991..
 ME1593
 ME1593.The geoid height was determined by GEOID03.
 ME1593
 ME1593.The dynamic height is computed by dividing the NAVD 88
 ME1593.geopotential number by the normal gravity value computed on the
 ME1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1593.degrees latitude (g = 980.6199 gals.).
 ME1593
 ME1593.The modeled gravity was interpolated from observed gravity values.
 ME1593
 ME1593;                    North         East    Units  Estimated Accuracy
 ME1593;SPC IL E     -   532,450.      348,900.      MT  (+/- 180 meters Scaled)
 ME1593
 ME1593                          SUPERSEDED SURVEY CONTROL
 ME1593
 ME1593  NGVD 29 (??/??/92)  237.646  (m)          779.68   (f) ADJ UNCH    2 0
 ME1593
 ME1593.Superseded values are not recommended for survey control.
 ME1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1593.See file dsdata.txt to determine how the superseded data were derived.
 ME1593
 ME1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL375902(NAD 83)
 ME1593_MARKER: DR = REFERENCE MARK DISK
 ME1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1593_STAMPING: HURON NO 2 1959
 ME1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1593+STABILITY: SURFACE MOTION
 ME1593
 ME1593  HISTORY     - Date     Condition        Report By
 ME1593  HISTORY     - 1959     MONUMENTED       CGS
 ME1593  HISTORY     - 1967     GOOD             NGS
 ME1593
 ME1593                          STATION DESCRIPTION
 ME1593
 ME1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1593'4 MI N FROM MONEE.
 ME1593'ABOUT 1.85 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1593'WITH WEST MAIN STREET IN MONEE, THENCE 0.85 MILES NORTH ALONG
 ME1593'STATE HIGHWAY 50, THENCE 0.85 MILES WEST ALONG A GRAVEL ROAD,
 ME1593'THENCE 0.45 MILES NORTH ALONG A GRAVEL ROAD, 27 1/2 FEET EAST OF
 ME1593'THE CENTER LINE OF THE ROAD, 372 FEET NORTH OF THE CENTER LINE
 ME1593'OF THE DRIVEWAY EAST TO A FARM HOUSE, 77 1/2 FEET SOUTH OF THE
 ME1593'THIRD POWER POLE NORTH OF THE DRIVEWAY, 53 1/2 FEET EAST AND
 ME1593'ACROSS THE ROAD FROM A TELEPHONE POLE, 53.4 FEET EAST OF
 ME1593'TRIANGULATION STATION HURON, 51.5 FEET EAST OF A METAL WITNESS
 ME1593'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 ME1593'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 ME1593
 ME1593                          STATION RECOVERY (1967)
 ME1593
 ME1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1595 ***********************************************************************
 ME1595  DESIGNATION -  HURON RM 3
 ME1595  PID         -  ME1595
 ME1595  STATE/COUNTY-  IL/WILL
 ME1595  USGS QUAD   -  STEGER (1990)
 ME1595
 ME1595                         *CURRENT SURVEY CONTROL
 ME1595  ___________________________________________________________________
 ME1595* NAD 83(1986)-  41 27 41.     (N)    087 44 54.     (W)     SCALED    
 ME1595* NAVD 88     -       237.80   (meters)     780.2    (feet)  RESET     
 ME1595  ___________________________________________________________________
 ME1595  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME1595
 ME1595  VERT ORDER  -  THIRD
 ME1595
 ME1595.The horizontal coordinates were scaled from a topographic map and have
 ME1595.an estimated accuracy of +/- 6 seconds.
 ME1595
 ME1595.The orthometric height was computed from unverified reset data.
 ME1595
 ME1595.The geoid height was determined by GEOID03.
 ME1595
 ME1595;                    North         East    Units  Estimated Accuracy
 ME1595;SPC IL E     -   532,450.      348,870.      MT  (+/- 180 meters Scaled)
 ME1595
 ME1595                          SUPERSEDED SURVEY CONTROL
 ME1595
 ME1595.No superseded survey control is available for this station.
 ME1595
 ME1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL375902(NAD 83)
 ME1595_MARKER: DR = REFERENCE MARK DISK
 ME1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1595_STAMPING: HURON 1959 NO 3 1967
 ME1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1595+STABILITY: SURFACE MOTION
 ME1595
 ME1595  HISTORY     - Date     Condition        Report By
 ME1595  HISTORY     - 1967     MONUMENTED       CGS
 ME1595
 ME1595                          STATION DESCRIPTION
 ME1595
 ME1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME1595'4 MI N FROM MONEE.
 ME1595'ABOUT 1.85 MILES NORTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 ME1595'WITH WEST MAIN STREET IN MONEE, THENCE 0.85 MILE NORTH ALONG
 ME1595'STATE HIGHWAY 50, THENCE 0.85 MILE WEST ALONG GRAVEL ROAD, THENCE
 ME1595'0.45 MILE NORTH ALONG GRAVEL ROAD TO THE MARK ON LEFT.  IT IS
 ME1595'78 FEET SOUTHWEST OF A POWER POLE, 29 FEET WEST OF THE CENTERLINE
 ME1595'OF THE ROAD AND 24 FEET NORTH OF A METAL WITNESS POST.  THE DISK
 ME1595'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 ME1595'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1661 ***********************************************************************
 HB1661  DESIGNATION -  HURST MUNICIPAL TANK
 HB1661  PID         -  HB1661
 HB1661  STATE/COUNTY-  IL/WILLIAMSON
 HB1661  USGS QUAD   -  DE SOTO (1978)
 HB1661
 HB1661                         *CURRENT SURVEY CONTROL
 HB1661  ___________________________________________________________________
 HB1661* NAD 83(1997)-  37 49 51.20477(N)    089 08 41.83979(W)     ADJUSTED  
 HB1661* NAVD 88     -                                                        
 HB1661  ___________________________________________________________________
 HB1661  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HB1661  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HB1661
 HB1661  HORZ ORDER  -  THIRD
 HB1661
 HB1661.The horizontal coordinates were established by classical geodetic methods
 HB1661.and adjusted by the National Geodetic Survey in October 1999..
 HB1661
 HB1661
 HB1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1661
 HB1661.The geoid height was determined by GEOID03.
 HB1661
 HB1661;                    North         East     Units Scale Factor Converg.
 HB1661;SPC IL E     -   129,515.393   228,551.027   MT  1.00003785   -0 29 52.1
 HB1661;SPC IL E     -   424,918.42    749,837.83   sFT  1.00003785   -0 29 52.1
 HB1661;SPC IL W     -   129,692.507   789,940.991   MT  1.00004078   +0 37 36.1
 HB1661;SPC IL W     -   425,499.50  2,591,664.73   sFT  1.00004078   +0 37 36.1
 HB1661;UTM  16      - 4,189,219.893   311,235.979   MT  1.00003889   -1 18 57.5
 HB1661
 HB1661                          SUPERSEDED SURVEY CONTROL
 HB1661
 HB1661  NAD 83(1997)-  37 49 51.21574(N)    089 08 41.83995(W) AD(       ) 4
 HB1661  NAD 83(1986)-  37 49 51.21765(N)    089 08 41.84178(W) AD(       ) 4
 HB1661  NAD 27      -  37 49 51.03453(N)    089 08 41.55491(W) AD(       ) 3
 HB1661
 HB1661.Superseded values are not recommended for survey control.
 HB1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1661.See file dsdata.txt to determine how the superseded data were derived.
 HB1661
 HB1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1123689220(NAD 83)
 HB1661_MARKER: 53 = ELEVATED TANK
 HB1661
 HB1661  HISTORY     - Date     Condition        Report By
 HB1661  HISTORY     - 1961     FIRST OBSERVED   CGS
 HB1661  HISTORY     - 1968     GOOD             ILHD
 HB1661
 HB1661                          STATION DESCRIPTION
 HB1661
 HB1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1661'THE STATION IS THE CENTER OF THE TOP OF A SPHERICAL TYPE SILVER
 HB1661'COLORED TANK WITH THE LEGEND HURST PAINTED IN BLACK
 HB1661'LETTERS ON THE NORTHEAST SIDE OF THE TANK. THE OVERALL HEIGHT IS
 HB1661'ABOUT 100 FEET. IT IS IN THE SOUTHWEST CORNER OF A CITY
 HB1661'PLAYGROUND IN THE APPROXIMATE CENTER OF HURST.
 HB1661
 HB1661                          STATION RECOVERY (1968)
 HB1661
 HB1661'RECOVERY NOTE BY IL HIGHWAY DEPT 1968
 HB1661'TOP OF TANK IN GOOD CONDITION. IN DESCRIPTION, SHOULD READ, IN BLACK
 HB1661'LETTERS ON THE EAST SIDE OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1835 ***********************************************************************
 LC1835  DESIGNATION -  HUTSON RESET
 LC1835  PID         -  LC1835
 LC1835  STATE/COUNTY-  IL/LIVINGSTON
 LC1835  USGS QUAD   -  NORTHWEST PONTIAC (1983)
 LC1835
 LC1835                         *CURRENT SURVEY CONTROL
 LC1835  ___________________________________________________________________
 LC1835* NAD 83(1997)-  40 52 57.94615(N)    088 42 57.06425(W)     ADJUSTED  
 LC1835* NAVD 88     -       204.8    (meters)     672.     (feet)  VERTCON   
 LC1835  ___________________________________________________________________
 LC1835  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 LC1835  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC1835
 LC1835  HORZ ORDER  -  FIRST
 LC1835
 LC1835.The horizontal coordinates were established by classical geodetic methods
 LC1835.and adjusted by the National Geodetic Survey in October 1999..
 LC1835
 LC1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1835
 LC1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1835
 LC1835.The geoid height was determined by GEOID03.
 LC1835
 LC1835;                    North         East     Units Scale Factor Converg.
 LC1835;SPC IL E     -   468,093.047   267,760.603   MT  0.99998779   -0 15 01.3
 LC1835;SPC IL E     - 1,535,735.27    878,477.91   sFT  0.99998779   -0 15 01.3
 LC1835;UTM  16      - 4,527,159.777   355,435.756   MT  0.99985723   -1 07 23.7
 LC1835
 LC1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1835!SPC IL E     -   0.99997291  x   0.99998779  =   0.99996071
 LC1835!UTM  16      -   0.99997291  x   0.99985723  =   0.99983015
 LC1835
 LC1835|---------------------------------------------------------------------|
 LC1835| PID    Reference Object                     Distance      Geod. Az  |
 LC1835|                                                           dddmmss.s |
 LC1835| CI7553 HUTSON RM 3                          29.985 METERS 06302     |
 LC1835| LC1834 PONTIAC ST MARYS CATH CH            APPROX. 7.4 KM 0911230.3 |
 LC1835| LC1832 PONTIAC LIVINGSTON CTHSE FLAG       APPROX. 7.3 KM 0922755.1 |
 LC1835| CI8099 PTS 86 T                                           1005556.9 |
 LC1835| LC1831 PONTIAC RAD WOPP RED LT TOP TR      APPROX. 6.5 KM 1014509.4 |
 LC1835| LC1829 PONTIAC ILL ST PRISON STK           APPROX. 7.0 KM 1022318.7 |
 LC1835| LC1827 PONTIAC ILL ST PRISON SPIPE         APPROX. 7.0 KM 1025330.6 |
 LC1835| CI7551 HUTSON RM 1                          23.271 METERS 10822     |
 LC1835| CI7550 HUTSON AZ MK                                       1714927.3 |
 LC1835| CI7554 HUTSON RM 4                          22.415 METERS 21631     |
 LC1835| CI7552 HUTSON RM 2                          21.741 METERS 21740     |
 LC1835| LC1856 FLANAGAN ST JOHNS EV LUTH CH        APPROX.12.2 KM 2653212.1 |
 LC1835| LC1855 FLANAGAN MUNICIPAL TANK             APPROX.12.2 KM 2665113.8 |
 LC1835|---------------------------------------------------------------------|
 LC1835
 LC1835                          SUPERSEDED SURVEY CONTROL
 LC1835
 LC1835  NAD 83(1986)-  40 52 57.95971(N)    088 42 57.06943(W) AD(       ) 1
 LC1835  NAD 83(1986)-  40 52 57.95999(N)    088 42 57.06974(W) AD(       ) 1
 LC1835  NAD 27      -  40 52 57.84100(N)    088 42 56.84300(W) AD(       ) 1
 LC1835  NGVD 29 (07/19/86)  204.9    (m)          672.     (f) VERT ANG       
 LC1835
 LC1835.Superseded values are not recommended for survey control.
 LC1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1835.See file dsdata.txt to determine how the superseded data were derived.
 LC1835
 LC1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5543627160(NAD 83)
 LC1835_MARKER: DS = TRIANGULATION STATION DISK
 LC1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1835+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 LC1835
 LC1835  HISTORY     - Date     Condition        Report By
 LC1835  HISTORY     - 1939     MONUMENTED       CGS
 LC1835  HISTORY     - 1960     GOOD             CGS
 LC1835  HISTORY     - 1969     GOOD             CGS
 LC1835  HISTORY     - 20020829 GOOD             CMT
 LC1835
 LC1835                          STATION DESCRIPTION
 LC1835
 LC1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1835'THE STATION IS LOCATED 4.5 MILES WEST OF PONTIAC, 0.7 MILE
 LC1835'NORTH OF ILLINOIS STATE HIGHWAY NO. 116 AND IS IN THE SW 1/4
 LC1835'NW 1/4 OF SEC. 24, T. 28 N., R. 4 E.  IT IS 59 FEET NORTHWEST
 LC1835'OF THE NORTHEAST CORNER OF THE FARMHOUSE, 69 FEET WEST-SOUTHWEST
 LC1835'OF A LONE WALNUT TREE, 45 FEET SOUTH OF A EAST-WEST ROW OF
 LC1835'HEDGE TREES.  THE MARK, PROJECTS 6 INCHES
 LC1835'ABOVE THE GROUND AND IS STAMPED HUTSON 1939.
 LC1835'
 LC1835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 LC1835'66 AND ILLINOIS STATE ROUTE NO. 116 AT THE SOUTHWEST EDGE
 LC1835'OF PONTIAC, GO WEST ON ROUTE NO. 116 FOR 4.0 MILES, THEN
 LC1835'TURN RIGHT, (NORTH) THROUGH A STEEL GATE AT J.T. HUTSON MAIL
 LC1835'BOX AND FOLLOW THE FARM ROAD NORTH FOR 0.3 MILE TO A GATE
 LC1835'AT THE FARMHOUSE, PASS THROUGH THE GATE AND GO ACROSS THE
 LC1835'LOT TO A GATE, GO THROUGH THE GATE AND FOLLOW A FARM ROAD
 LC1835'0.2 MILE TO A GATE IN THE EAST-WEST FENCE LINE, GO THROUGH
 LC1835'THE GATE AND CROSS THE RAILROAD TRACKS TO A GATE.  GO THROUGH
 LC1835'THE GATE, AND FOLLOW A FARM ROAD EAST AND NORTH FOR 0.25
 LC1835'MILE TO A ROAD LEADING EAST TO FARMHOUSE, TURN EAST ON THIS
 LC1835'ROAD AND GO APPROXIMATELY 75 YARDS TO THE TOP OF A SMALL
 LC1835'RISE AND THE STATION.
 LC1835'
 LC1835'P.T. STATION NO. 86 T 1924 (U.S.G.S.), USED AS AZIMUTH MARK
 LC1835'IS APPROXIMATELY 0.75 MILE EAST-SOUTHEAST OF THE STATION
 LC1835'AT THE INTERSECTION OF THE RAILROAD AND A NORTH-SOUTH SECTION
 LC1835'LINE ROAD.  IT IS 35.2 FEET NORTH OF THE NORTH RAIL OF THE
 LC1835'TRACK, 24 FEET WEST OF THE CENTER LINE OF THE SECTION LINE
 LC1835'ROAD, 18 FEET SOUTH OF A HIGHLINE POLE AND 2.5 FEET SOUTH
 LC1835'OF THE EAST-WEST FENCE.  THE MARK IS A STANDARD UNITED STATES
 LC1835'GEOLOGICAL SURVEY, COOPERATION WITH STATE DISK SET IN A
 LC1835'6- BY 6-INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND
 LC1835'IS STAMPED P.T. STA. NO. 86 T 1924, ILLINOIS.
 LC1835'
 LC1835'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1835'BRONZE DISKS SET IN CONCRETE.
 LC1835'
 LC1835'REFERENCE MARK NO. 1 IS 23.271 METERS, 76.35 FEET, EAST-SOUTHEAST
 LC1835'OF THE STATION, AT THE NORTHEAST CORNER OF A FENCE AROUND
 LC1835'THE YARD AND 43 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LC1835'HOUSE.  THE MARK, PROJECTS 6 INCHES ABOVE THE
 LC1835'GROUND AND IS STAMPED HUTSON NO. 1 1939.
 LC1835'
 LC1835'REFERENCE MARK NO. 2 IS 21.738 METERS, 71.32 FEET, SOUTHWEST
 LC1835'OF THE STATION.  27 FEET SOUTHWEST OF A FENCE CORNER AND 15
 LC1835'FEET EAST OF A PEAR TREE.  THE MARK, PROJECTS 6
 LC1835'INCHES ABOVE THE GROUND AND IS STAMPED HUTSON NO. 2 1939.
 LC1835'
 LC1835'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS
 LC1835'WHICH PROJECT APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 LC1835'
 LC1835'37-FOOT TOWER IS NEEDED TO SEE 37-FOOT TOWER AT SWYGERT.
 LC1835'
 LC1835'37-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT FAIRBURY.
 LC1835'
 LC1835'37-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT KING.
 LC1835'
 LC1835'37-FOOT TOWER IS NEEDED TO SEE 87-FOOT TOWER AT FLANAGAN
 LC1835'(NO. 83 T U.S.G.S.).
 LC1835'
 LC1835'64-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT PONTIAC.
 LC1835'
 LC1835'64-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT MYER (NO.
 LC1835'62 STA. U.S.G.S.).
 LC1835'
 LC1835'77-FOOT TOWER IS NEEDED TO SEE 77-FOOT TOWER AT CHENOA.
 LC1835'
 LC1835'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1835
 LC1835                          STATION RECOVERY (1960)
 LC1835
 LC1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1835'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 LC1835'CONDITION.  STATION MARK WAS LOWERED AND REFERENCE MARK NO.
 LC1835'1 WAS DESTROYED BY REQUEST OF JOHN HUTSON (LANDOWNER).  REFERENCE
 LC1835'MARK NO. 3 WAS ESTABLISHED TO REPLACE R.M. NO. 1.  P.T. STA
 LC1835'NO. 86T 1924 U.S.G.S. MARK IS NO LONGER VISIBLE FROM THE
 LC1835'GROUND SO A AZIMUTH MARK WAS ESTABLISHED.  THE DIRECTION TO
 LC1835'P.T. STA NO. 86T 1924 U.S.G.S. CHECKED.  THE DISTANCE AND
 LC1835'DIRECTION TO R.M. NO. 2 CHECKED.  DUE TO A COMPLETE CHANGE
 LC1835'IN SURROUNDING AT STATION SITE A COMPLETE NEW DESCRIPTION
 LC1835'FOLLOW--
 LC1835'
 LC1835'STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF PONTIAC, 3/4
 LC1835'MILE NORTH OF STATE HIGHWAY 116 AND ABOUT 0.6 MILE NORTH
 LC1835'OF J.T. HUTSONS FARM HOME.
 LC1835'
 LC1835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 LC1835'AND STATE ROUTE 116 IN THE SOUTHWEST EDGE OF PONTIAC, GO
 LC1835'WEST ON STATE ROUTE 116 FOR 3.0 MILES TO CROSSROAD, (TURN
 LC1835'RIGHT AND GO NORTH 0.5 MILE TO RAILROAD CROSSING AND P.T.
 LC1835'STA NO. 86T 1924 U.S.G.S. MARK ON LEFT AFTER CROSSING RAILROAD
 LC1835'TRACK), CONTINUE WEST ON STATE ROUTE 116 FOR 0.75 MILE TO THE
 LC1835'AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE WEST 0.2 MILE TO
 LC1835'FARM DRIVEWAY ON RIGHT LEADING TO J.T. HUTSONS FARM HOME,
 LC1835'TURN RIGHT AND GO 0.3 MILE TO GATE AND FARM HOME, PASS
 LC1835'THROUGH GATE GO NORTH ACROSS LOT 0.05 MILE TO ANOTHER GATE,
 LC1835'PASS THROUGH GATE AND FOLLOW FARM ROAD FOR 0.2 MILE TO
 LC1835'A GATE IN THE EAST-WEST FENCE LINE, GO THROUGH GATE
 LC1835'CROSSING RAILROAD TRACKS TO ANOTHER GATE, GO THROUGH GATE
 LC1835'AND FOLLOW FARM ROAD EAST AND NORTH FOR 0.3 MILE TO A ROAD
 LC1835'LEADING EAST, TURN RIGHT, GO EAST 0.05 MILE TO CORNCRIB AND
 LC1835'STATION AS DESCRIBED.
 LC1835'
 LC1835'STATION MARK IS A STANDARD STATION DISK STAMPED HUTSON 1939
 LC1835'1960, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LC1835'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 73.4
 LC1835'FEET NORTHEAST OF THE WITNESS POST, 46.6 FEET SOUTH OF FENCE,
 LC1835'25.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF CORNCRIB AND
 LC1835'18.9 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF CORNCRIB.
 LC1835'
 LC1835'REFERENCE MARK 2, IS A STANDARD REFERENCE DISK STAMPED HUTSON
 LC1835'NO 2 1939, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1835'WHICH PROJECTS ABOUT 8 INCHES.  THE MARK IS 73 FEET SOUTHWEST
 LC1835'OF THE SOUTHWEST CORNER OF CORNCRIB, 21 FEET NORTHWEST OF TREE
 LC1835'AND 2 FEET NORTHEAST OF THE WITNESS POST.
 LC1835'
 LC1835'REFERENCE MARK 3 IS A STANDARD REFERENCE DISK STAMPED HUTSON
 LC1835'NO 3 1939 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1835'POST WHICH PROJECTS ABOUT 6 INCHES.  THE MARK IS 122 FEET
 LC1835'WEST OF FENCE CORNER, 55.6 FEET NORTHEAST OF NORTHEAST CORNER
 LC1835'OF CORNCRIB AND 1 FOOT SOUTH OF FENCE.
 LC1835'
 LC1835'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED HUTSON 1939
 LC1835'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1835'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 LC1835'62.5 FEET WEST OF A POWER POLE WHICH HAS A TRANSFORMER, 42
 LC1835'FEET SOUTH OF THE CENTER OF ROAD, 2.4 FEET WEST OF THE WITNESS
 LC1835'POST AND 1 FOOT NORTH OF THE FENCE.
 LC1835'
 LC1835'P.T. STA NO. 86T 1924 (USGS) MARK IS 35.2 FEET NORTH OF THE
 LC1835'NORTH RAIL OF THE RAILROAD TRACK, 24 FEET WEST OF THE CENTER
 LC1835'OF THE ROAD, 18 FEET SOUTH OF A POWER POLE AND 2.5 FEET SOUTH
 LC1835'OF THE FENCE.
 LC1835'
 LC1835'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LC1835
 LC1835                          STATION RECOVERY (1969)
 LC1835
 LC1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC1835'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LC1835'CONDITION.  REFERENCE MARK 2 WAS DESTROYED BY REQUEST OF THE
 LC1835'PROPERTY OWNER AFTER THE STATION WAS OCCUPIED.  REFERENCE MARK 4 WAS
 LC1835'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 LC1835'
 LC1835'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF PONTIAC, 3/4 MILE
 LC1835'NORTH OF STATE HIGHWAY 116 AND ON PROPERTY OWNED BY MR. J.T.
 LC1835'HUTSON.
 LC1835'
 LC1835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 LC1835'HIGHWAY 116 AT THE SOUTHWEST EDGE OF PONTIAC, GO WEST ON STATE
 LC1835'HIGHWAY 116 FOR 3.0 MILES TO A CROSSROAD.  CONTINUE WEST ON STATE
 LC1835'HIGHWAY 116 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 LC1835'WEST FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 LC1835'NORTH FOR 0.3 MILE TO A GATE AND FARM HOUSE ON THE LEFT.
 LC1835'CONTINUE NORTH ACROSS FARM YARD FOR 0.05 MILE TO A GATE.
 LC1835'CONTINUE NORTH, EAST AND NORTH ON FARM ROAD CROSSING RAILROAD
 LC1835'TRACKS FOR 0.5 MILE TO A ROAD LEADING EAST.  TURN RIGHT AND GO
 LC1835'EAST OF 0.05 MILE TO A CORN CRIB AND THE STATION.
 LC1835'
 LC1835'THE STATION MARK IS A STANDARD DISK, STAMPED HUTSON 1939 1960, SET
 LC1835'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LC1835'THE GROUND SURFACE.  IT IS 26.5 FEET SOUTH OF A WIRE FENCE, 25.5
 LC1835'FEET NORTHWEST OF THE SOUTHWEST CORNER OF A CORN CRIB AND 19 FEET
 LC1835'SOUTHWEST OF THE NORTHWEST CORNER OF THE CORN CRIB.
 LC1835'
 LC1835'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HUTSON NO 3 1939 1960,
 LC1835'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LC1835'3-INCHES.  IT IS 90 FEET NORTH OF A 12-INCH CEDAR TREE, 55.5 FEET
 LC1835'NORTHEAST OF THE NORTHEAST CORNER OF THE CORN CRIB AND 1 FOOT
 LC1835'SOUTH OF A WIRE FENCE.
 LC1835'
 LC1835'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HUTSON NO 4 1939 1960
 LC1835'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 LC1835'FLUSH WITH THE GROUND SURFACE.  IT IS 109 FEET SOUTH OF A WIRE
 LC1835'FENCE, 76 FEET NORTH OF A HEDGE TREE AND 74 FEET SOUTHWEST OF THE
 LC1835'SOUTHWEST CORNER OF THE CORN CRIB.
 LC1835'
 LC1835'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUTSON 1939 1960, SET
 LC1835'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LC1835'THE GROUND SURFACE.  IT IS 68 FEET WEST OF A POWER POLE WITH
 LC1835'TRANSFORMER ATTACHED, 43 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 LC1835'116, 2.0 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 LC1835'1 FOOT NORTH OF A WIRE FENCE.
 LC1835'
 LC1835'THE TRAVERSE DISTANCE NOTED ABOVE WAS CORRECTED TO SEA LEVEL.
 LC1835'
 LC1835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES WEST
 LC1835'OF PONTIAC.
 LC1835
 LC1835                          STATION RECOVERY (2002)
 LC1835
 LC1835'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 LC1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1836 ***********************************************************************
 LC1836  DESIGNATION -  HUTSON RM A 1969
 LC1836  PID         -  LC1836
 LC1836  STATE/COUNTY-  IL/LIVINGSTON
 LC1836  USGS QUAD   -  NORTHWEST PONTIAC (1983)
 LC1836
 LC1836                         *CURRENT SURVEY CONTROL
 LC1836  ___________________________________________________________________
 LC1836* NAD 83(1997)-  40 52 57.19555(N)    088 42 56.29046(W)     ADJUSTED  
 LC1836* NAVD 88     -       204.1    (meters)     670.     (feet)  VERTCON   
 LC1836  ___________________________________________________________________
 LC1836  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 LC1836  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC1836
 LC1836  HORZ ORDER  -  FIRST
 LC1836
 LC1836.The horizontal coordinates were established by classical geodetic methods
 LC1836.and adjusted by the National Geodetic Survey in October 1999..
 LC1836
 LC1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1836
 LC1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1836
 LC1836.The geoid height was determined by GEOID03.
 LC1836
 LC1836;                    North         East     Units Scale Factor Converg.
 LC1836;SPC IL E     -   468,069.814   267,778.618   MT  0.99998777   -0 15 00.8
 LC1836;SPC IL E     - 1,535,659.05    878,537.02   sFT  0.99998777   -0 15 00.8
 LC1836;UTM  16      - 4,527,136.275   355,453.412   MT  0.99985717   -1 07 23.1
 LC1836
 LC1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1836!SPC IL E     -   0.99997302  x   0.99998777  =   0.99996079
 LC1836!UTM  16      -   0.99997302  x   0.99985717  =   0.99983020
 LC1836
 LC1836:                Primary Azimuth Mark                     Grid Az
 LC1836:SPC IL E     -  LORETTO ODELL ATT MWV KSB 74             062 13 52.6
 LC1836:UTM  16      -  LORETTO ODELL ATT MWV KSB 74             063 06 14.9
 LC1836
 LC1836|---------------------------------------------------------------------|
 LC1836| PID    Reference Object                     Distance      Geod. Az  |
 LC1836|                                                           dddmmss.s |
 LC1836| LC1720 LORETTO ODELL ATT MWV KSB 74        APPROX.26.6 KM 0615851.8 |
 LC1836| LC1826 PONTIAC N ILL GAS KJ 8644           APPROX.14.9 KM 1000653.0 |
 LC1836| LC1830 PONTIAC ILL ST POLICE RAD TWR       APPROX. 6.5 KM 1013418.5 |
 LC1836| LC1861 JANSSEN                             APPROX.16.9 KM 2555408.1 |
 LC1836| LC1835 HUTSON RESET                         29.399 METERS 32158     |
 LC1836|---------------------------------------------------------------------|
 LC1836
 LC1836                          SUPERSEDED SURVEY CONTROL
 LC1836
 LC1836  NAD 83(1986)-  40 52 57.20911(N)    088 42 56.29565(W) AD(       ) 1
 LC1836  NAD 83(1986)-  40 52 57.20937(N)    088 42 56.29594(W) AD(       ) 1
 LC1836  NAD 27      -  40 52 57.09039(N)    088 42 56.06922(W) AD(       ) 1
 LC1836  NGVD 29 (07/19/86)  204.2    (m)          670.     (f) VERT ANG       
 LC1836
 LC1836.Superseded values are not recommended for survey control.
 LC1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1836.See file dsdata.txt to determine how the superseded data were derived.
 LC1836
 LC1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5545327136(NAD 83)
 LC1836_MARKER: Z = SEE DESCRIPTION
 LC1836_SETTING: 0 = UNSPECIFIED SETTING
 LC1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1836
 LC1836  HISTORY     - Date     Condition        Report By
 LC1836  HISTORY     - 1969     MONUMENTED       CGS
 LC1836
 LC1836                          STATION DESCRIPTION
 LC1836
 LC1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LC1836'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF PONTIAC, 3/4
 LC1836'MILE NORTH OF STATE HIGHWAY 116 AND ON PROPERTY OWNED BY
 LC1836'MR. J.T. HUTSON.
 LC1836'
 LC1836'FOR THE ROUTE TO REACH THE STATION SEE DESCRIPTION FOR
 LC1836'TRIANGULATON STATION HUTSON.
 LC1836'
 LC1836'THE STATION MARK IS A STANDARD DISK STAMPED HUTSON RM A 1969,
 LC1836'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LC1836'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 71 FEET SOUTHWEST
 LC1836'OF THE SOUTHWEST CORNER OF A CORN CRIB, 60 FEET SOUTH OF THE
 LC1836'SOUTHEAST CORNER OF THE CORN CRIB AND 34 FEET SOUTH-SOUTHWEST
 LC1836'OF A 10-INCH CEDAR TREE.
 LC1836'
 LC1836'THE TRAVERSE DISTANCE NOTED BELOW HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6008 ***********************************************************************
 DG6008  DESIGNATION -  HUTT HILL
 DG6008  PID         -  DG6008
 DG6008  STATE/COUNTY-  IL/CASS
 DG6008  USGS QUAD   -  ASHLAND (1983)
 DG6008
 DG6008                         *CURRENT SURVEY CONTROL
 DG6008  ___________________________________________________________________
 DG6008* NAD 83(1997)-  39 57 21.85968(N)    090 04 24.94000(W)     ADJUSTED  
 DG6008* NAVD 88     -       189.6    (meters)     622.     (feet)  GPS OBS   
 DG6008  ___________________________________________________________________
 DG6008  X           -      -6,288.691 (meters)                     COMP
 DG6008  Y           -  -4,895,957.554 (meters)                     COMP
 DG6008  Z           -   4,074,348.721 (meters)                     COMP
 DG6008  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DG6008  ELLIP HEIGHT-         156.85  (meters)          (02/03/05) GPS OBS
 DG6008  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 DG6008
 DG6008  HORZ ORDER  -  FIRST
 DG6008  ELLP ORDER  -  FOURTH    CLASS II
 DG6008
 DG6008.The horizontal coordinates were established by GPS observations
 DG6008.and adjusted by the National Geodetic Survey in July 2004..
 DG6008
 DG6008.The orthometric height was determined by GPS observations and a
 DG6008.high-resolution geoid model.
 DG6008
 DG6008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6008
 DG6008.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6008
 DG6008.The ellipsoidal height was determined by GPS observations
 DG6008.and is referenced to NAD 83.
 DG6008
 DG6008.The geoid height was determined by GEOID03.
 DG6008
 DG6008;                    North         East     Units Scale Factor Converg.
 DG6008;SPC IL W     -   365,114.737   707,952.419   MT  0.99994195   +0 03 35.2
 DG6008;SPC IL W     - 1,197,880.60  2,322,673.89   sFT  0.99994195   +0 03 35.2
 DG6008;UTM  15      - 4,426,983.319   749,976.346   MT  1.00036935   +1 52 49.1
 DG6008;UTM  16      - 4,427,406.553   237,448.558   MT  1.00044871   -1 58 30.0
 DG6008
 DG6008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6008!SPC IL W     -   0.99997539  x   0.99994195  =   0.99991735
 DG6008!UTM  15      -   0.99997539  x   1.00036935  =   1.00034474
 DG6008!UTM  16      -   0.99997539  x   1.00044871  =   1.00042409
 DG6008
 DG6008                          SUPERSEDED SURVEY CONTROL
 DG6008
 DG6008  ELLIP H (07/06/04)  156.87   (m)                       GP(       ) 3 2
 DG6008
 DG6008.Superseded values are not recommended for survey control.
 DG6008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6008.See file dsdata.txt to determine how the superseded data were derived.
 DG6008
 DG6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE4997626983(NAD 83)
 DG6008_MARKER: DD = SURVEY DISK
 DG6008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6008_STAMPING: HUTT HILL 1998
 DG6008_MARK LOGO: IL-017
 DG6008_PROJECTION: FLUSH
 DG6008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6008+STABILITY: SURFACE MOTION
 DG6008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6008+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 DG6008
 DG6008  HISTORY     - Date     Condition        Report By
 DG6008  HISTORY     - 20031104 MONUMENTED       ILDT
 DG6008  HISTORY     - 20040202 GOOD             ILDT
 DG6008
 DG6008                          STATION DESCRIPTION
 DG6008
 DG6008'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DEL)
 DG6008'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION 2003  (CLW) THE
 DG6008'STATION IS LOCATED 5.8 MILES NORTHWEST FROM THE CENTER OF ASHLAND.  TO
 DG6008'REACH FROM  THE JUNCTION OF CH-11 AND CREEK RD.( JUST SOUTH OF THE
 DG6008'SITE OFFICE AND CHECK STATION AT  JIM EDGAR STATE PARK), GO SOUTHWEST
 DG6008'THEN SOUTH ON CH-11 0.75 MILES TO A CURVE RIGHT  (WEST), CONTINUE WEST
 DG6008'1.05 MILES TO A T-RD SOUTH (WATKINS RD.), TURN LEFT AND HEAD SOUTH
 DG6008'0.57 MILES TO A CURVE LEFT (EAST), CONTINUE EAST 0.9 MILES TO A CURVE
 DG6008'RIGHT (SOUTH),  CONTINUE SOUTH 2.4 MILES TO A T-RD (GRIDLEY RD.), TURN
 DG6008'RIGHT AND HEAD WEST ON GRIDLEY RD.  0.21 MILES TO THE STATION ON THE
 DG6008'LEFT, AND THE GRIDLEY LAKE ACCESS AREA. 48.0' SOUTH FROM  THE
 DG6008'CENTERLINE OF GRIDLEY RD., 288.0' WEST FROM THE CENTERLINE OF GRIDLEY
 DG6008'LAKE ACCESS  ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0042 ***********************************************************************
 JC0042  DESIGNATION -  I 3
 JC0042  PID         -  JC0042
 JC0042  STATE/COUNTY-  IL/ST CLAIR
 JC0042  USGS QUAD   -  GRANITE CITY (1998)
 JC0042
 JC0042                         *CURRENT SURVEY CONTROL
 JC0042  ___________________________________________________________________
 JC0042* NAD 83(1986)-  38 37 42.     (N)    090 10 28.     (W)     SCALED    
 JC0042* NAVD 88     -       125.959  (meters)     413.25   (feet)  ADJUSTED  
 JC0042  ___________________________________________________________________
 JC0042  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JC0042  DYNAMIC HT  -         125.879 (meters)     412.99  (feet)  COMP
 JC0042  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JC0042
 JC0042  VERT ORDER  -  FIRST     CLASS II
 JC0042
 JC0042.The horizontal coordinates were scaled from a topographic map and have
 JC0042.an estimated accuracy of +/- 6 seconds.
 JC0042
 JC0042.The orthometric height was determined by differential leveling
 JC0042.and adjusted by the National Geodetic Survey in June 1991..
 JC0042
 JC0042.The geoid height was determined by GEOID03.
 JC0042
 JC0042.The dynamic height is computed by dividing the NAVD 88
 JC0042.geopotential number by the normal gravity value computed on the
 JC0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0042.degrees latitude (g = 980.6199 gals.).
 JC0042
 JC0042.The modeled gravity was interpolated from observed gravity values.
 JC0042
 JC0042;                    North         East    Units  Estimated Accuracy
 JC0042;SPC IL W     -   217,710.      699,320.      MT  (+/- 180 meters Scaled)
 JC0042
 JC0042                          SUPERSEDED SURVEY CONTROL
 JC0042
 JC0042  NGVD 29 (??/??/92)  125.93   (m)          413.2    (f) COMPUTED    1 2
 JC0042
 JC0042.Superseded values are not recommended for survey control.
 JC0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0042.See file dsdata.txt to determine how the superseded data were derived.
 JC0042
 JC0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC459793(NAD 83)
 JC0042_MARKER: Z = SEE DESCRIPTION
 JC0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0042_SP_SET: PIER
 JC0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0042
 JC0042  HISTORY     - Date     Condition        Report By
 JC0042  HISTORY     - UNK      MONUMENTED       CGS
 JC0042  HISTORY     - 1949     GOOD             NGS
 JC0042  HISTORY     - 1969     GOOD             NGS
 JC0042
 JC0042                          STATION DESCRIPTION
 JC0042
 JC0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0042'AT EAST ST LOUIS.
 JC0042'AT THE EADS BRIDGE IN EAST ST. LOUIS, A LARGE BRONZE PLATE SET
 JC0042'IN THE COURSE OF GRANITE IN THE SOUTH FACE OF FIRST LANE PIER
 JC0042'ON THE EAST SIDE OF RIVER FROM WATERS EDGE, PLATE HAS A
 JC0042'SEMI-ELLIPTICAL NOTCH NEAR THE CENTER OF WHICH THE BASE OF THE
 JC0042'DEPRESSION WAS USED AS MEASURING POINT, ABOUT 29 FEET ABOVE THE
 JC0042'LEVEL OF THE WATERS EDGE.  NOTE-- INSCRIPTION ON THE PLATE,
 JC0042'U.S. COAST AND GEODETIC SURVEY 1882.
 JC0042
 JC0042                          STATION RECOVERY (1969)
 JC0042
 JC0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JC0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0394 ***********************************************************************
 MF0394  DESIGNATION -  I AND M 17
 MF0394  PID         -  MF0394
 MF0394  STATE/COUNTY-  IL/LA SALLE
 MF0394  USGS QUAD   -  OTTAWA (1994)
 MF0394
 MF0394                         *CURRENT SURVEY CONTROL
 MF0394  ___________________________________________________________________
 MF0394* NAD 83(1986)-  41 21 07.     (N)    088 49 37.     (W)     SCALED    
 MF0394* NAVD 88     -       148.776  (meters)     488.11   (feet)  ADJUSTED  
 MF0394  ___________________________________________________________________
 MF0394  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MF0394  DYNAMIC HT  -         148.719 (meters)     487.92  (feet)  COMP
 MF0394  MODELED GRAV-     980,235.8   (mgal)                       NAVD 88
 MF0394
 MF0394  VERT ORDER  -  FIRST     CLASS II
 MF0394
 MF0394.The horizontal coordinates were scaled from a topographic map and have
 MF0394.an estimated accuracy of +/- 6 seconds.
 MF0394
 MF0394.The orthometric height was determined by differential leveling
 MF0394.and adjusted by the National Geodetic Survey in June 1991..
 MF0394
 MF0394.The geoid height was determined by GEOID03.
 MF0394
 MF0394.The dynamic height is computed by dividing the NAVD 88
 MF0394.geopotential number by the normal gravity value computed on the
 MF0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0394.degrees latitude (g = 980.6199 gals.).
 MF0394
 MF0394.The modeled gravity was interpolated from observed gravity values.
 MF0394
 MF0394;                    North         East    Units  Estimated Accuracy
 MF0394;SPC IL E     -   520,240.      258,690.      MT  (+/- 180 meters Scaled)
 MF0394
 MF0394                          SUPERSEDED SURVEY CONTROL
 MF0394
 MF0394  NGVD 29 (??/??/92)  148.833  (m)          488.30   (f) ADJ UNCH    1 2
 MF0394
 MF0394.Superseded values are not recommended for survey control.
 MF0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0394.See file dsdata.txt to determine how the superseded data were derived.
 MF0394
 MF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL471794(NAD 83)
 MF0394_MARKER: DD = SURVEY DISK
 MF0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0394_SP_SET: ABUTMENT
 MF0394_STAMPING: 488.771 I + M
 MF0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0394
 MF0394  HISTORY     - Date     Condition        Report By
 MF0394  HISTORY     - UNK      MONUMENTED       ILDW
 MF0394  HISTORY     - 1960     GOOD             NGS
 MF0394  HISTORY     - 19970815 MARK NOT FOUND   USPSQD
 MF0394  HISTORY     - 19980705 MARK NOT FOUND   USPSQD
 MF0394  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF0394
 MF0394                          STATION DESCRIPTION
 MF0394
 MF0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0394'AT OTTAWA.
 MF0394'AT OTTAWA, AT THE EAST END OF FOOTBRIDGE ACROSS FOX RIVER,
 MF0394'IN S-12, R-3E, T-33N, 0.1 MILE WEST OF CURVE IN BLACK TOP ROAD
 MF0394'(GREEN STREET) WITH TANGENTS EXTENDING EAST AND SOUTH, IN TOP
 MF0394'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF FOOTBRIDGE
 MF0394'PARALLELING ABANDONED ILLINOIS AND MICHIGAN CANAL BRIDGE ACROSS
 MF0394'FOX RIVER, 5 FEET NORTH OF THE CENTER LINE OF FOOTBRIDGE, 3.3 FEET
 MF0394'SOUTH OF SOUTHEAST CORNER OF CANAL BRIDGE, ABOUT 0.5 MILE EAST
 MF0394'OF AND ACROSS FOX RIVER FROM COLUMBUS SCHOOL, AND ABOUT LEVEL
 MF0394'WITH FLOOR OF FOOTBRIDGE.  THIS MARK CAN BE REACHED BY GOING
 MF0394'ABOUT 0.45 MILE NORTH ALONG LASALLE STREET FROM THE COURTHOUSE
 MF0394'AT OTTAWA, THENCE ABOUT 0.8 MILE EAST ALONG TOWPATH ALONG SOUTH
 MF0394'SIDE OF ABANDONED ILLINOIS AND MICHIGAN CANAL.
 MF0394
 MF0394                          STATION RECOVERY (1997)
 MF0394
 MF0394'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0394'MARK NOT FOUND.
 MF0394
 MF0394                          STATION RECOVERY (1998)
 MF0394
 MF0394'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0394'MARK NOT FOUND.
 MF0394
 MF0394                          STATION RECOVERY (2002)
 MF0394
 MF0394'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0388 ***********************************************************************
 MF0388  DESIGNATION -  I AND M 18
 MF0388  PID         -  MF0388
 MF0388  STATE/COUNTY-  IL/LA SALLE
 MF0388  USGS QUAD   -  OTTAWA (1994)
 MF0388
 MF0388                         *CURRENT SURVEY CONTROL
 MF0388  ___________________________________________________________________
 MF0388* NAD 83(1986)-  41 21 13.     (N)    088 50 31.     (W)     SCALED    
 MF0388* NAVD 88     -       150.304  (meters)     493.12   (feet)  ADJUSTED  
 MF0388  ___________________________________________________________________
 MF0388  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MF0388  DYNAMIC HT  -         150.246 (meters)     492.93  (feet)  COMP
 MF0388  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 MF0388
 MF0388  VERT ORDER  -  FIRST     CLASS II
 MF0388
 MF0388.The horizontal coordinates were scaled from a topographic map and have
 MF0388.an estimated accuracy of +/- 6 seconds.
 MF0388
 MF0388.The orthometric height was determined by differential leveling
 MF0388.and adjusted by the National Geodetic Survey in June 1991..
 MF0388
 MF0388.The geoid height was determined by GEOID03.
 MF0388
 MF0388.The dynamic height is computed by dividing the NAVD 88
 MF0388.geopotential number by the normal gravity value computed on the
 MF0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0388.degrees latitude (g = 980.6199 gals.).
 MF0388
 MF0388.The modeled gravity was interpolated from observed gravity values.
 MF0388
 MF0388;                    North         East    Units  Estimated Accuracy
 MF0388;SPC IL E     -   520,440.      257,440.      MT  (+/- 180 meters Scaled)
 MF0388
 MF0388                          SUPERSEDED SURVEY CONTROL
 MF0388
 MF0388  NGVD 29 (??/??/92)  150.361  (m)          493.31   (f) ADJ UNCH    1 2
 MF0388
 MF0388.Superseded values are not recommended for survey control.
 MF0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0388.See file dsdata.txt to determine how the superseded data were derived.
 MF0388
 MF0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL459796(NAD 83)
 MF0388_MARKER: DD = SURVEY DISK
 MF0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0388_STAMPING: 493.736 I + M 18
 MF0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0388+STABILITY: SURFACE MOTION
 MF0388
 MF0388  HISTORY     - Date     Condition        Report By
 MF0388  HISTORY     - UNK      MONUMENTED       ILDW
 MF0388  HISTORY     - 1960     GOOD             NGS
 MF0388  HISTORY     - 19970815 GOOD             USPSQD
 MF0388  HISTORY     - 19980812 GOOD             USPSQD
 MF0388  HISTORY     - 20010331 GOOD             NGS
 MF0388  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF0388
 MF0388                          STATION DESCRIPTION
 MF0388
 MF0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0388'AT OTTAWA.
 MF0388'AT OTTAWA, ABOUT 0.45 MILE NORTH ALONG LA SALLE STREET FROM THE
 MF0388'COURTHOUSE, IN TOP OF THE NORTHEAST WING WALL OF LA SALLE STREET
 MF0388'BRIDGE OVER ABANDONED ILLINOIS AND MICHIGAN CANAL, 28 FEET EAST
 MF0388'OF THE CENTER LINE OF LA SALLE STREET, 0.8 FOOT EAST OF CONCRETE
 MF0388'POST FOR STEEL PIPE BANISTER, AND ABOUT LEVEL WITH BRIDGE
 MF0388'SIDEWALK.
 MF0388
 MF0388                          STATION RECOVERY (1997)
 MF0388
 MF0388'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0388'RECOVERED IN GOOD CONDITION.
 MF0388
 MF0388                          STATION RECOVERY (1998)
 MF0388
 MF0388'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0388'RECOVERED IN GOOD CONDITION.
 MF0388
 MF0388                          STATION RECOVERY (2001)
 MF0388
 MF0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0388'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0388
 MF0388                          STATION RECOVERY (2002)
 MF0388
 MF0388'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0388'THE BRIDGE WAS REBUILT IN 1999
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0430 ***********************************************************************
 MF0430  DESIGNATION -  I M 12
 MF0430  PID         -  MF0430
 MF0430  STATE/COUNTY-  IL/GRUNDY
 MF0430  USGS QUAD   -  SENECA (1980)
 MF0430
 MF0430                         *CURRENT SURVEY CONTROL
 MF0430  ___________________________________________________________________
 MF0430* NAD 83(1986)-  41 20 21.     (N)    088 31 07.     (W)     SCALED    
 MF0430* NAVD 88     -       155.379  (meters)     509.77   (feet)  ADJUSTED  
 MF0430  ___________________________________________________________________
 MF0430  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MF0430  DYNAMIC HT  -         155.319 (meters)     509.58  (feet)  COMP
 MF0430  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 MF0430
 MF0430  VERT ORDER  -  FIRST     CLASS II
 MF0430
 MF0430.The horizontal coordinates were scaled from a topographic map and have
 MF0430.an estimated accuracy of +/- 6 seconds.
 MF0430
 MF0430.The orthometric height was determined by differential leveling
 MF0430.and adjusted by the National Geodetic Survey in June 1991..
 MF0430
 MF0430.The geoid height was determined by GEOID03.
 MF0430
 MF0430.The dynamic height is computed by dividing the NAVD 88
 MF0430.geopotential number by the normal gravity value computed on the
 MF0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0430.degrees latitude (g = 980.6199 gals.).
 MF0430
 MF0430.The modeled gravity was interpolated from observed gravity values.
 MF0430
 MF0430;                    North         East    Units  Estimated Accuracy
 MF0430;SPC IL E     -   518,720.      284,490.      MT  (+/- 180 meters Scaled)
 MF0430
 MF0430                          SUPERSEDED SURVEY CONTROL
 MF0430
 MF0430  NGVD 29 (??/??/92)  155.45   (m)          510.0    (f) COMPUTED    1 2
 MF0430
 MF0430.Superseded values are not recommended for survey control.
 MF0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0430.See file dsdata.txt to determine how the superseded data were derived.
 MF0430
 MF0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL729775(NAD 83)
 MF0430_MARKER: DD = SURVEY DISK
 MF0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0430_SP_SET: BRIDGE SEAT
 MF0430_STAMPING: I+M 12 510.45
 MF0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0430
 MF0430  HISTORY     - Date     Condition        Report By
 MF0430  HISTORY     - UNK      MONUMENTED       ILDW
 MF0430  HISTORY     - 1947     GOOD             NGS
 MF0430
 MF0430                          STATION DESCRIPTION
 MF0430
 MF0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MF0430'5.7 MI SW FROM MORRIS.
 MF0430'ABOUT 0.15 MILE NORTH ALONG LIBERTY STREET FROM THE COURT
 MF0430'HOUSE AT MORRIS, THENCE ABOUT 0.8 MILE WEST ALONG JEFFERSON
 MF0430'STREET, THENCE ABOUT 4.75 MILES SOUTHWEST ALONG RIVER ROAD, ABOUT
 MF0430'0.15 MILE SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD LEADING
 MF0430'NORTH, SET IN THE TOP OF THE EAST END OF THE NORTH STONE BRIDGE
 MF0430'SEAT OF A SINGLE SPAN STEEL BRIDGE OVER THE ILLINOIS-MICHIGAN
 MF0430'CANAL, 10 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 MF0430'WEST OF THE EAST END OF THE BRIDGE SEAT AND ABOUT 0.5 FOOT
 MF0430'BELOW THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0259 ***********************************************************************
 KB0259  DESIGNATION -  I3
 KB0259  PID         -  KB0259
 KB0259  STATE/COUNTY-  IL/JASPER
 KB0259  USGS QUAD   -  ROSE HILL (1985)
 KB0259
 KB0259                         *CURRENT SURVEY CONTROL
 KB0259  ___________________________________________________________________
 KB0259* NAD 83(1986)-  39 01 48.     (N)    088 08 42.     (W)     SCALED    
 KB0259* NAVD 88     -       164.027  (meters)     538.15   (feet)  ADJUSTED  
 KB0259  ___________________________________________________________________
 KB0259  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KB0259  DYNAMIC HT  -         163.930 (meters)     537.83  (feet)  COMP
 KB0259  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 KB0259
 KB0259  VERT ORDER  -  FIRST     CLASS II
 KB0259
 KB0259.The horizontal coordinates were scaled from a topographic map and have
 KB0259.an estimated accuracy of +/- 6 seconds.
 KB0259
 KB0259.The orthometric height was determined by differential leveling
 KB0259.and adjusted by the National Geodetic Survey in June 1991..
 KB0259
 KB0259.The geoid height was determined by GEOID03.
 KB0259
 KB0259.The dynamic height is computed by dividing the NAVD 88
 KB0259.geopotential number by the normal gravity value computed on the
 KB0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0259.degrees latitude (g = 980.6199 gals.).
 KB0259
 KB0259.The modeled gravity was interpolated from observed gravity values.
 KB0259
 KB0259;                    North         East    Units  Estimated Accuracy
 KB0259;SPC IL E     -   262,330.      316,310.      MT  (+/- 180 meters Scaled)
 KB0259
 KB0259                          SUPERSEDED SURVEY CONTROL
 KB0259
 KB0259  NGVD 29 (??/??/92)  164.09   (m)          538.4    (f) COMPUTED    1 2
 KB0259
 KB0259.Superseded values are not recommended for survey control.
 KB0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0259.See file dsdata.txt to determine how the superseded data were derived.
 KB0259
 KB0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ008207(NAD 83)
 KB0259_MARKER: P = PIPE CAP
 KB0259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0259_STAMPING: ILLINOIS 538 1906
 KB0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0259
 KB0259  HISTORY     - Date     Condition        Report By
 KB0259  HISTORY     - 1906     MONUMENTED       CGS
 KB0259  HISTORY     - 1956     GOOD             NGS
 KB0259
 KB0259                          STATION DESCRIPTION
 KB0259
 KB0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0259'1.6 MI S FROM FALMOUTH.
 KB0259'ABOUT 1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0259'THE ROAD CROSSING AT FALMOUTH, 170 1/2 FEET SOUTH-SOUTHEAST AND
 KB0259'ACROSS TRACK FROM MILE POST P 157, 31 FEET EAST OF EAST RAIL,
 KB0259'33 1/2 FEET SOUTH-SOUTHEAST OF THE SECOND TELEPHONE POLE SOUTH
 KB0259'OF MILE POST, 5 FEET SOUTH OF CENTER OF A DTICH WHICH IS ALONG
 KB0259'AN EAST-WEST PROPERTY LINE, 1 FOOT SOUTH OF A WHITE WOODEN
 KB0259'WITNESS POST, 1 1/2 FEET BELOW LEVEL OF TRACK AND IS A U.S.G.S.
 KB0259'PIPE AND CAP PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1452 ***********************************************************************
 KA1452  DESIGNATION -  I4 RESET
 KA1452  PID         -  KA1452
 KA1452  STATE/COUNTY-  IL/EDGAR
 KA1452  USGS QUAD   -  HUME (1982)
 KA1452
 KA1452                         *CURRENT SURVEY CONTROL
 KA1452  ___________________________________________________________________
 KA1452* NAD 83(1986)-  39 51 54.     (N)    087 50 16.     (W)     SCALED    
 KA1452* NAVD 88     -       220.682  (meters)     724.02   (feet)  ADJUSTED  
 KA1452  ___________________________________________________________________
 KA1452  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KA1452  DYNAMIC HT  -         220.567 (meters)     723.64  (feet)  COMP
 KA1452  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KA1452
 KA1452  VERT ORDER  -  FIRST     CLASS II
 KA1452
 KA1452.The horizontal coordinates were scaled from a topographic map and have
 KA1452.an estimated accuracy of +/- 6 seconds.
 KA1452
 KA1452.The orthometric height was determined by differential leveling
 KA1452.and adjusted by the National Geodetic Survey in June 1991..
 KA1452
 KA1452.The geoid height was determined by GEOID03.
 KA1452
 KA1452.The dynamic height is computed by dividing the NAVD 88
 KA1452.geopotential number by the normal gravity value computed on the
 KA1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1452.degrees latitude (g = 980.6199 gals.).
 KA1452
 KA1452.The modeled gravity was interpolated from observed gravity values.
 KA1452
 KA1452;                    North         East    Units  Estimated Accuracy
 KA1452;SPC IL E     -   355,130.      342,400.      MT  (+/- 180 meters Scaled)
 KA1452
 KA1452                          SUPERSEDED SURVEY CONTROL
 KA1452
 KA1452  NGVD 29 (??/??/92)  220.75   (m)          724.2    (f) COMPUTED    1 2
 KA1452
 KA1452.Superseded values are not recommended for survey control.
 KA1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1452.See file dsdata.txt to determine how the superseded data were derived.
 KA1452
 KA1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK283131(NAD 83)
 KA1452_MARKER: DD = SURVEY DISK
 KA1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1452_STAMPING: 724.220 RESET 1940
 KA1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1452+STABILITY: SURFACE MOTION
 KA1452
 KA1452  HISTORY     - Date     Condition        Report By
 KA1452  HISTORY     - 1940     MONUMENTED       USGS
 KA1452  HISTORY     - 1954     GOOD             NGS
 KA1452
 KA1452                          STATION DESCRIPTION
 KA1452
 KA1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KA1452'3.9 MI SW FROM SIDELL.
 KA1452'ABOUT 1.25 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE WATER
 KA1452'TOWER AT SIDELL, THENCE ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD,
 KA1452'THENCE ABOUT 1.1 MILES SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT
 KA1452'0.05 MILE EAST ALONG EDGAR-VERMILION COUNTY LINE ROAD, THENCE
 KA1452'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.15
 KA1452'MILE WEST ALONG A GRAVEL ROAD, AT HILDRETH, IN THE FRONT YARD OF
 KA1452'A 1-STORY RED BRICK FARM HOUSE, 28 FEET SOUTH OF CENTER LINE OF
 KA1452'EAST-WEST ROAD, 16 1/2 FEET WEST OF CENTER LINE OF DRIVE SOUTH TO
 KA1452'HOUSE, 110 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF HOUSE,
 KA1452'14 FEET NORTH-NORTHEAST OF A 40-INCH MAPLE TREE, ABOUT 1 FOOT
 KA1452'ABOVE LEVEL OF DRIVE AND SET IN THE TOP OF A CONCRETE POST
 KA1452'ABOUT FLUSH WITH GROUND.  NOTE-- MARK IS REACHED FROM THE WATER
 KA1452'TOWER AT HUME, EDGAR COUNTY, BY GOING ABOUT 0.35 MILE EAST ALONG
 KA1452'A BLACK TOP STREET, THENCE ABOUT 4.6 MILES NORTH ALONG A GRAVEL
 KA1452'ROAD, THENCE ABOUT 1.25 MILES EAST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1236 ***********************************************************************
 MF1236  DESIGNATION -  I5 MILE 135 1/2 D CO
 MF1236  PID         -  MF1236
 MF1236  STATE/COUNTY-  IL/KANE
 MF1236  USGS QUAD   -  AURORA NORTH (1993)
 MF1236
 MF1236                         *CURRENT SURVEY CONTROL
 MF1236  ___________________________________________________________________
 MF1236* NAD 83(1986)-  41 47 57.     (N)    088 16 00.     (W)     SCALED    
 MF1236* NAVD 88     -       218.846  (meters)     718.00   (feet)  ADJUSTED  
 MF1236  ___________________________________________________________________
 MF1236  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1236  DYNAMIC HT  -         218.770 (meters)     717.75  (feet)  COMP
 MF1236  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 MF1236
 MF1236  VERT ORDER  -  THIRD
 MF1236
 MF1236.The horizontal coordinates were scaled from a topographic map and have
 MF1236.an estimated accuracy of +/- 6 seconds.
 MF1236
 MF1236.The orthometric height was determined by differential leveling
 MF1236.and adjusted by the National Geodetic Survey in June 1991..
 MF1236
 MF1236.The geoid height was determined by GEOID03.
 MF1236
 MF1236.The dynamic height is computed by dividing the NAVD 88
 MF1236.geopotential number by the normal gravity value computed on the
 MF1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1236.degrees latitude (g = 980.6199 gals.).
 MF1236
 MF1236.The modeled gravity was interpolated from observed gravity values.
 MF1236
 MF1236;                    North         East    Units  Estimated Accuracy
 MF1236;SPC IL E     -   569,800.      305,540.      MT  (+/- 180 meters Scaled)
 MF1236
 MF1236                          SUPERSEDED SURVEY CONTROL
 MF1236
 MF1236.No superseded survey control is available for this station.
 MF1236
 MF1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM947282(NAD 83)
 MF1236_MARKER: DB = BENCH MARK DISK
 MF1236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MF1236_SP_SET: HEADWALL
 MF1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1236+STABILITY: SURFACE MOTION
 MF1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1236+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 MF1236
 MF1236  HISTORY     - Date     Condition        Report By
 MF1236  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1236  HISTORY     - 19980506 GOOD             USPSQD
 MF1236  HISTORY     - 20051021 GOOD             GEWALT
 MF1236
 MF1236                          STATION DESCRIPTION
 MF1236
 MF1236'DESCRIBED BY MARCHESE AND SONS 1983
 MF1236'3.5 MI NE FROM AURORA.
 MF1236'3.5 MILES NORTHEAST OF AURORA AND IS ON THE SOUTH SIDE OF THE
 MF1236'EAST-WEST TOLLWAY ILLINOIS 5, FROM THE AURORA INTERCHANGE ON THE
 MF1236'WEST SIDE OF THE FOX RIVER AT THE JUNCTION OF STATE HIGHWAY 31 AND
 MF1236'EAST-WEST TOLLWAY ILLINOIS 5, GO EAST ON ILLINOIS 5 FOR 3.1 MILES TO
 MF1236'THE STATION ON THE RIGHT NEAR MILE MARKER 135-1/2, 10.0 FEET SOUTH OF
 MF1236'EASTBOUND PAVEMENT EDGE, 51.5 FEET NORTH OF THE SOUTH HIGHWAY
 MF1236'RIGHT-OF-WAY FENCE, IN TOP OF CONCRETE HEADWALL FOR A NORTH-SOUTH
 MF1236'DRAINAGE.
 MF1236
 MF1236                          STATION RECOVERY (1998)
 MF1236
 MF1236'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1236'RECOVERED IN GOOD CONDITION.
 MF1236
 MF1236                          STATION RECOVERY (2005)
 MF1236
 MF1236'RECOVERY NOTE BY GEWALT-HAMILTON 2005 (LSM)
 MF1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0450 ***********************************************************************
 NH0450  DESIGNATION -  I6
 NH0450  PID         -  NH0450
 NH0450  STATE/COUNTY-  IL/WINNEBAGO
 NH0450  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0450
 NH0450                         *CURRENT SURVEY CONTROL
 NH0450  ___________________________________________________________________
 NH0450* NAD 83(1986)-  42 16 03.     (N)    089 05 55.     (W)     SCALED    
 NH0450* NAVD 88     -       224.279  (meters)     735.82   (feet)  ADJUSTED  
 NH0450  ___________________________________________________________________
 NH0450  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH0450  DYNAMIC HT  -         224.207 (meters)     735.59  (feet)  COMP
 NH0450  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 NH0450
 NH0450  VERT ORDER  -  FIRST     CLASS II
 NH0450
 NH0450.The horizontal coordinates were scaled from a topographic map and have
 NH0450.an estimated accuracy of +/- 6 seconds.
 NH0450
 NH0450.The orthometric height was determined by differential leveling
 NH0450.and adjusted by the National Geodetic Survey in June 1991..
 NH0450.WARNING-Repeat measurements at this control monument indicate possible
 NH0450.vertical movement.
 NH0450
 NH0450.The geoid height was determined by GEOID03.
 NH0450
 NH0450.The dynamic height is computed by dividing the NAVD 88
 NH0450.geopotential number by the normal gravity value computed on the
 NH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0450.degrees latitude (g = 980.6199 gals.).
 NH0450
 NH0450.The modeled gravity was interpolated from observed gravity values.
 NH0450
 NH0450;                    North         East    Units  Estimated Accuracy
 NH0450;SPC IL W     -   622,350.      788,110.      MT  (+/- 180 meters Scaled)
 NH0450
 NH0450                          SUPERSEDED SURVEY CONTROL
 NH0450
 NH0450  NGVD 29 (??/??/92)  224.336  (m)          736.01   (f) ADJ UNCH    1 2
 NH0450
 NH0450.Superseded values are not recommended for survey control.
 NH0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0450.See file dsdata.txt to determine how the superseded data were derived.
 NH0450
 NH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM269816(NAD 83)
 NH0450_MARKER: DB = BENCH MARK DISK
 NH0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0450_SP_SET: BUILDING
 NH0450_STAMPING: ELEV 736.009 FT I 6
 NH0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0450
 NH0450  HISTORY     - Date     Condition        Report By
 NH0450  HISTORY     - UNK      MONUMENTED       CGS
 NH0450  HISTORY     - 1960     GOOD             NGS
 NH0450  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0450
 NH0450                          STATION DESCRIPTION
 NH0450
 NH0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0450'AT ROCKFORD.
 NH0450'AT ROCKFORD, AT THE CHICAGO AND NORTH WESTERN RAILWAY STATION,
 NH0450'IN S-22, R-1E, T-44N, BETWEEN SOUTH MAIN AND CHURCH STREETS,
 NH0450'24 1/2 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, SET
 NH0450'VERTICALLY IN THE SOUTH FACE OF ABANDONED BRICK RAILROAD STATION,
 NH0450'44.2 FEET EAST OF THE SOUTHWEST CORNER OF STATION, 38 YARDS WEST
 NH0450'OF THE WEST ABUTMENT OF OVERPASS OF CHICAGO AND NORTH WESTERN
 NH0450'RAILWAY OVER SOUTH MAIN STREET, AND 3.8 FEET ABOVE THE STATION
 NH0450'PLATFORM.
 NH0450
 NH0450                          STATION RECOVERY (1997)
 NH0450
 NH0450'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0748 ***********************************************************************
 MF0748  DESIGNATION -  I7
 MF0748  PID         -  MF0748
 MF0748  STATE/COUNTY-  IL/MARSHALL
 MF0748  USGS QUAD   -  WENONA (1996)
 MF0748
 MF0748                         *CURRENT SURVEY CONTROL
 MF0748  ___________________________________________________________________
 MF0748* NAD 83(1986)-  41 03 07.     (N)    089 03 07.     (W)     SCALED    
 MF0748* NAVD 88     -       213.006  (meters)     698.84   (feet)  ADJUSTED  
 MF0748  ___________________________________________________________________
 MF0748  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MF0748  DYNAMIC HT  -         212.916 (meters)     698.54  (feet)  COMP
 MF0748  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 MF0748
 MF0748  VERT ORDER  -  FIRST     CLASS II
 MF0748
 MF0748.The horizontal coordinates were scaled from a topographic map and have
 MF0748.an estimated accuracy of +/- 6 seconds.
 MF0748
 MF0748.The orthometric height was determined by differential leveling
 MF0748.and adjusted by the National Geodetic Survey in June 1991..
 MF0748
 MF0748.The geoid height was determined by GEOID03.
 MF0748
 MF0748.The dynamic height is computed by dividing the NAVD 88
 MF0748.geopotential number by the normal gravity value computed on the
 MF0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0748.degrees latitude (g = 980.6199 gals.).
 MF0748
 MF0748.The modeled gravity was interpolated from observed gravity values.
 MF0748
 MF0748;                    North         East    Units  Estimated Accuracy
 MF0748;SPC IL W     -   487,390.      793,710.      MT  (+/- 180 meters Scaled)
 MF0748
 MF0748                          SUPERSEDED SURVEY CONTROL
 MF0748
 MF0748  NGVD 29 (??/??/92)  213.055  (m)          699.00   (f) ADJ UNCH    1 2
 MF0748
 MF0748.Superseded values are not recommended for survey control.
 MF0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0748.See file dsdata.txt to determine how the superseded data were derived.
 MF0748
 MF0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL275465(NAD 83)
 MF0748_MARKER: DB = BENCH MARK DISK
 MF0748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0748_SP_SET: FOUNDATION
 MF0748_STAMPING: ELEV 699.149 FT I 7 1920
 MF0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0748
 MF0748  HISTORY     - Date     Condition        Report By
 MF0748  HISTORY     - 1920     MONUMENTED       CGS
 MF0748  HISTORY     - 1960     GOOD             NGS
 MF0748  HISTORY     - 19981108 GOOD             USPSQD
 MF0748
 MF0748                          STATION DESCRIPTION
 MF0748
 MF0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0748'AT WENONA.
 MF0748'AT WENONA, ABOUT 0.1 MILE WEST OF THE ILLINOIS CENTRAL RAILROAD
 MF0748'STATION, IN THE TOP AND 1 FOOT NORTHEAST OF SOUTHWEST CORNER
 MF0748'OF STONE FOUNDATION OF BRICK WATER STAND PIPE, 46 FEET EAST OF
 MF0748'CENTER LINE OF WALNUT STREET, 102 FEET NORTH OF CENTER LINE OF
 MF0748'FIRST SOUTH STREET, 8 FEET NORTH OF CENTER OF AN ALLEY, 160 FEET
 MF0748'NORTH AND ACROSS FIRST SOUTH STREET FROM CITY HALL BUILDING AND
 MF0748'2 1/2 FEET ABOVE THE NORTH-SOUTH STREET.
 MF0748
 MF0748                          STATION RECOVERY (1998)
 MF0748
 MF0748'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0789 ***********************************************************************
 JB0789  DESIGNATION -  I8
 JB0789  PID         -  JB0789
 JB0789  STATE/COUNTY-  IL/FAYETTE
 JB0789  USGS QUAD   -  VANDALIA (1974)
 JB0789
 JB0789                         *CURRENT SURVEY CONTROL
 JB0789  ___________________________________________________________________
 JB0789* NAD 83(1986)-  38 54 21.     (N)    089 05 16.     (W)     SCALED    
 JB0789* NAVD 88     -       144.947  (meters)     475.55   (feet)  ADJUSTED  
 JB0789  ___________________________________________________________________
 JB0789  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JB0789  DYNAMIC HT  -         144.857 (meters)     475.25  (feet)  COMP
 JB0789  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 JB0789
 JB0789  VERT ORDER  -  FIRST     CLASS I
 JB0789
 JB0789.The horizontal coordinates were scaled from a topographic map and have
 JB0789.an estimated accuracy of +/- 6 seconds.
 JB0789
 JB0789.The orthometric height was determined by differential leveling
 JB0789.and adjusted by the National Geodetic Survey in June 1991..
 JB0789
 JB0789.The geoid height was determined by GEOID03.
 JB0789
 JB0789.The dynamic height is computed by dividing the NAVD 88
 JB0789.geopotential number by the normal gravity value computed on the
 JB0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0789.degrees latitude (g = 980.6199 gals.).
 JB0789
 JB0789.The modeled gravity was interpolated from observed gravity values.
 JB0789
 JB0789;                    North         East    Units  Estimated Accuracy
 JB0789;SPC IL E     -   248,800.      234,560.      MT  (+/- 180 meters Scaled)
 JB0789
 JB0789                          SUPERSEDED SURVEY CONTROL
 JB0789
 JB0789  NGVD 29 (??/??/92)  145.064  (m)          475.93   (f) ADJ UNCH    1 1
 JB0789
 JB0789.Superseded values are not recommended for survey control.
 JB0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0789.See file dsdata.txt to determine how the superseded data were derived.
 JB0789
 JB0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ189083(NAD 83)
 JB0789_MARKER: Q = CHISELED SQUARE
 JB0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0789_SP_SET: BRIDGE
 JB0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0789
 JB0789  HISTORY     - Date     Condition        Report By
 JB0789  HISTORY     - UNK      MONUMENTED       CGS
 JB0789  HISTORY     - 1969     GOOD             NGS
 JB0789  HISTORY     - 1976     GOOD             NGS
 JB0789
 JB0789                          STATION DESCRIPTION
 JB0789
 JB0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0789'3.9 MI S FROM VANDALIA.
 JB0789'ABOUT 3.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0789'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 JB0789'VANDALIA, 0.5 MILE NORTH OF A CROSSING OF THE RAILROAD AND A
 JB0789'GRAVELED ROAD, 0.1 MILE SOUTH OF MILEPOST 686, 7 1/2 FEET WEST
 JB0789'OF THE WEST RAIL, SET ON THE TOP OF THE WEST END OF THE NORTH
 JB0789'CONCRETE ABUTMENT OF A STEEL RAILROAD BRIDGE OVER HICKORY CREEK,
 JB0789'1 FOOT NORTH OF THE NORTH END OF A STEEL STRUCTURE ON THE WEST
 JB0789'SIDE OF THE BRIDGE, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JB0789'TRACK.  SEC 4, T 5 N, R 1 E.
 JB0789
 JB0789                          STATION RECOVERY (1976)
 JB0789
 JB0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2334 ***********************************************************************
 LB2334  DESIGNATION -  IDA
 LB2334  PID         -  LB2334
 LB2334  STATE/COUNTY-  IL/IROQUOIS
 LB2334  USGS QUAD   -  ONARGA EAST (1986)
 LB2334
 LB2334                         *CURRENT SURVEY CONTROL
 LB2334  ___________________________________________________________________
 LB2334* NAD 83(1997)-  40 37 47.97885(N)    087 53 01.89004(W)     ADJUSTED  
 LB2334* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 LB2334  ___________________________________________________________________
 LB2334  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 LB2334  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB2334
 LB2334  HORZ ORDER  -  THIRD
 LB2334
 LB2334.The horizontal coordinates were established by classical geodetic methods
 LB2334.and adjusted by the National Geodetic Survey in October 1999..
 LB2334
 LB2334.The orthometric height was scaled from a topographic map.
 LB2334
 LB2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2334
 LB2334.The geoid height was determined by GEOID03.
 LB2334
 LB2334;                    North         East     Units Scale Factor Converg.
 LB2334;SPC IL E     -   440,050.675   338,026.457   MT  0.99999279   +0 17 33.7
 LB2334;SPC IL E     - 1,443,732.92  1,109,008.47   sFT  0.99999279   +0 17 33.7
 LB2334;UTM  16      - 4,498,059.666   425,251.571   MT  0.99966877   -0 34 32.1
 LB2334
 LB2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2334!SPC IL E     -   0.99997298  x   0.99999279  =   0.99996577
 LB2334!UTM  16      -   0.99997298  x   0.99966877  =   0.99964175
 LB2334
 LB2334:                Primary Azimuth Mark                     Grid Az
 LB2334:SPC IL E     -  WOODWORTH ST PAULS LUTH CHURCH           042 44 58.2
 LB2334:UTM  16      -  WOODWORTH ST PAULS LUTH CHURCH           043 37 04.0
 LB2334
 LB2334|---------------------------------------------------------------------|
 LB2334| PID    Reference Object                     Distance      Geod. Az  |
 LB2334|                                                           dddmmss.s |
 LB2334| LB2320 WOODWORTH ST PAULS LUTH CHURCH      APPROX. 4.5 KM 0430231.9 |
 LB2334| CM3714 IDA AZ MK                                          0860512.0 |
 LB2334| LC1702 BUCKLEY MUNICIPAL TANK              APPROX.13.5 KM 2542659.3 |
 LB2334| LC1703 BUCKLEY ST JOHNS LUTH CH SPIRE      APPROX.13.3 KM 2550732.4 |
 LB2334| LB2333 PT 115 USGS 1955                     13.423 METERS 26844     |
 LB2334| CM3715 IDA AZ MK 2                                        2731344.6 |
 LB2334| CM3716 IDA RM 1                             19.928 METERS 35733     |
 LB2334|---------------------------------------------------------------------|
 LB2334
 LB2334                          SUPERSEDED SURVEY CONTROL
 LB2334
 LB2334  NAD 83(1997)-  40 37 47.97911(N)    087 53 01.89143(W) AD(       ) 3
 LB2334  NAD 83(1986)-  40 37 47.98719(N)    087 53 01.89771(W) AD(       ) 3
 LB2334  NAD 27      -  40 37 47.85650(N)    087 53 01.77010(W) AD(       ) 3
 LB2334
 LB2334.Superseded values are not recommended for survey control.
 LB2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2334.See file dsdata.txt to determine how the superseded data were derived.
 LB2334
 LB2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2525298060(NAD 83)
 LB2334_MARKER: DS = TRIANGULATION STATION DISK
 LB2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2334
 LB2334  HISTORY     - Date     Condition        Report By
 LB2334  HISTORY     - 1955     MONUMENTED       CGS
 LB2334  HISTORY     - 1968     GOOD             CGS
 LB2334
 LB2334                          STATION DESCRIPTION
 LB2334
 LB2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2334'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 LB2334'HIGHWAY 49 AND A PAVED ROAD ON HIGHWAY PROPERTY ADJOINING THE
 LB2334'GROUNDS OF THE IMMANUEL LUTHERAN CHURCH ABOUT 9-1/2 MILES WEST OF
 LB2334'MILFORD AND ABOUT 5 MILES NORTH OF CISSNA PARK.  IT IS 108 FEET
 LB2334'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 65 FEET SOUTH OF A
 LB2334'WHITE WITNESS POST, 63 FEET NORTH OF THE NORTHWEST CORNER OF THE
 LB2334'CHURCH BUILDING AND 36 FEET SOUTH OF THE CENTER OF THE PAVED ROAD.
 LB2334'THE MARK IS FLUSH AND THE DISK IS STAMPED IDA 1955.
 LB2334'
 LB2334'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF THE ROAD, 2
 LB2334'FEET WEST OF THE WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 LB2334'THE MARK IS FLUSH AND THE DISK IS STAMPED IDA NO 1 1955.
 LB2334'
 LB2334'PT 115 (USGS) WAS USED AS A REFERENCE MARK.  IT IS 68 FEET SOUTHEAST
 LB2334'OF THE CENTER OF THE INTERSECTION, 66 FEET NORTHWEST OF THE
 LB2334'NORTHWEST CORNER OF THE CHURCH AND 56 FEET EAST OF THE CENTER OF
 LB2334'HIGHWAY 49.  THE MARK IS A 7 X 7 INCH CONCRETE POST PROJECTING
 LB2334'ABOUT 4 INCHES WITH A U. S. GEOLOGICAL SURVEY DISK IN THE TOP
 LB2334'STAMPED PRIM TRAV STA NO 115 MAC C 1923 672 (FEET ELEVATION).
 LB2334'
 LB2334'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 3 FEET
 LB2334'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 LB2334'IS ABOUT 2 INCHES UNDERGROUND AND THE DISK IS STAMPED IDA 1955.
 LB2334'
 LB2334'TO REACH THE STATION FROM THE INTERSECTION OF JONES STREET AND STATE
 LB2334'HIGHWAY 1 IN MILFORD, GO WEST ON JONES STREET AND CONTINUE WEST ON A
 LB2334'PAVED ROAD FOR 9.45 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 LB2334'DESCRIBED.  CONTINUE WEST ON THE PAVED ROAD FOR 0.3 MILE TO THE
 LB2334'JUNCTION OF STATE HIGHWAY 49 AND THE STATION ON THE LEFT AS
 LB2334'DESCRIBED.
 LB2334'
 LB2334'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LB2334
 LB2334                          STATION RECOVERY (1968)
 LB2334
 LB2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LB2334'THE STATION MARK, REFERENCE MARK 1 AND THE USGS MARK WERE FOUND AS
 LB2334'DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK IS VERY NEAR A
 LB2334'CUT BANK AND WILL BE LOST BY EROSION OR GRADING IN THE NEAR FUTURE.
 LB2334'AN AZIMUTH MARK NO. 2 WAS SET.  THE OLD AZIMUTH MARK WAS LEFT
 LB2334'INTACT.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE IN ERROR.
 LB2334'THE CHURCH SPIRE HAS BEEN TORN DOWN AND A NEW ONE BUILT ON AN
 LB2334'ADDITION OF THE CHURCH.  THE PREVIOUS DESCRIPTION IS GOOD WITH BELOW
 LB2334'INFORMATION.
 LB2334'
 LB2334'REFERENCE MARK 1 IS 2 FEET WEST OF A METAL WITNESS POST.
 LB2334'
 LB2334'THE AZIMUTH MARK NO. 2 IS 20 FEET NORTH OF THE CENTERLINE OF THE
 LB2334'ROAD, 8 FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE AND 1
 LB2334'FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 LB2334'AND THE DISK IS STAMPED IDA 1955 AZ 2 1968.
 LB2334'
 LB2334'TO REACH THE NO. 2 AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LB2334'PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 LB2334'
 LB2334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTH OF
 LB2334'CISSNA PARK.
 LB2334'
 LB2334'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3071 ***********************************************************************
 AJ3071  DESIGNATION -  IDOT 1
 AJ3071  PID         -  AJ3071
 AJ3071  STATE/COUNTY-  IL/COOK
 AJ3071  USGS QUAD   -  PALATINE (1993)
 AJ3071
 AJ3071                         *CURRENT SURVEY CONTROL
 AJ3071  ___________________________________________________________________
 AJ3071* NAD 83(1997)-  42 03 53.76894(N)    088 05 05.73398(W)     ADJUSTED  
 AJ3071* NAVD 88     -       236.4    (meters)     776.     (feet)  GPS OBS   
 AJ3071  ___________________________________________________________________
 AJ3071  X           -     158,479.435 (meters)                     COMP
 AJ3071  Y           -  -4,739,671.469 (meters)                     COMP
 AJ3071  Z           -   4,251,097.019 (meters)                     COMP
 AJ3071  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AJ3071  ELLIP HEIGHT-         202.78  (meters)          (02/03/05) GPS OBS
 AJ3071  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AJ3071
 AJ3071  HORZ ORDER  -  FIRST
 AJ3071  ELLP ORDER  -  FOURTH    CLASS II
 AJ3071
 AJ3071.The horizontal coordinates were established by GPS observations
 AJ3071.and adjusted by the National Geodetic Survey in April 2001..
 AJ3071
 AJ3071.The orthometric height was determined by GPS observations and a
 AJ3071.high-resolution geoid model.
 AJ3071
 AJ3071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3071
 AJ3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3071
 AJ3071.The ellipsoidal height was determined by GPS observations
 AJ3071.and is referenced to NAD 83.
 AJ3071
 AJ3071.The geoid height was determined by GEOID03.
 AJ3071
 AJ3071;                    North         East     Units Scale Factor Converg.
 AJ3071;SPC IL E     -   599,344.963   320,559.283   MT  0.99998020   +0 09 59.1
 AJ3071;SPC IL E     - 1,966,350.93  1,051,701.58   sFT  0.99998020   +0 09 59.1
 AJ3071;UTM  16      - 4,657,555.412   410,239.849   MT  0.99969914   -0 43 36.9
 AJ3071
 AJ3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3071!SPC IL E     -   0.99996820  x   0.99998020  =   0.99994840
 AJ3071!UTM  16      -   0.99996820  x   0.99969914  =   0.99966735
 AJ3071
 AJ3071|---------------------------------------------------------------------|
 AJ3071| PID    Reference Object                     Distance      Geod. Az  |
 AJ3071|                                                           dddmmss.s |
 AJ3071| AJ2838 COO IDOT A                          310.243 METERS 32252     |
 AJ3071|---------------------------------------------------------------------|
 AJ3071
 AJ3071                          SUPERSEDED SURVEY CONTROL
 AJ3071
 AJ3071  ELLIP H (04/24/01)  202.80   (m)                       GP(       ) 4 1
 AJ3071
 AJ3071.Superseded values are not recommended for survey control.
 AJ3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3071.See file dsdata.txt to determine how the superseded data were derived.
 AJ3071
 AJ3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1024057555(NAD 83)
 AJ3071_MARKER: I = METAL ROD
 AJ3071_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3071_STAMPING: IDOT-1
 AJ3071_MARK LOGO: ILDT  
 AJ3071_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3071_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3071+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 AJ3071_ROD/PIPE-DEPTH:  3.7 meters
 AJ3071_SLEEVE-DEPTH  :  0.9 meters
 AJ3071
 AJ3071  HISTORY     - Date     Condition        Report By
 AJ3071  HISTORY     - 20000725 MONUMENTED       SECI
 AJ3071  HISTORY     - 20060729 GOOD             USGSNP
 AJ3071
 AJ3071                          STATION DESCRIPTION
 AJ3071
 AJ3071'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ3071'STATION IS LOCATED IN THE CITY OF SCHAUMBURG IN SECTION 3, T41N,
 AJ3071'R10E.  TO REACH FROM THE JUNCTION OF IL RT 62 AND  IL RT 53, PROCEED
 AJ3071'WEST ON RT 62 APPROXIMATELY 2.8 MI TO ROSELLE ROAD, TURN
 AJ3071'LEFT(SOUTH) ON ROSELLE ROAD 0.85 MI TO CENTRAL ROAD, TURN
 AJ3071'RIGHT(WEST) ON CENTRAL ROAD 0.25 MI TO WEST CENTER COURT, TURN
 AJ3071'LEFT(SOUTH) 0.1 MI TO THE ILLINOIS DEPARTMENT OF TRANSPORTATION
 AJ3071'DISTRICT ONE EAST PARKING LOT, CONTINUE SOUTH TO THE SOUTH SIDE
 AJ3071'OF THE IDOT BUILDING, ADDRESS 201 WEST CENTER COURT,  TURN
 AJ3071'RIGHT(WEST) AND PROCEED TO THE SOUTHWEST CORNER OF THE
 AJ3071'BUILDING AND THE STATION 14 FT WEST OF A CONCRETE APRON AT THE
 AJ3071'END OF THE PARKING LOT.  STATION IS 82 FT SOUTHWEST OF THE
 AJ3071'EASTERLY SOUTHWEST CORNER OF THE BUILDING, 34 FT SOUTHWEST OF
 AJ3071'THE SOUTHWEST CORNER OF A CONCRETE PICNIC AREA, 24 FT NORTH OF
 AJ3071'THE NORTH FENCE OF INTERSTATE 90(NORTHWEST TOLLWAY) AND 82 FT
 AJ3071'WEST OF A CATCH BASIN.   NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ3071'INCH LOGO CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET
 AJ3071'IN WOOD PHYSICAL TIES.  (MH)
 AJ3071' 
 AJ3071' 
 AJ3071' 
 AJ3071' 
 AJ3071' 
 AJ3071' 
 AJ3071' 
 AJ3071' 
 AJ3071' 
 AJ3071' 
 AJ3071'
 AJ3071
 AJ3071                          STATION RECOVERY (2006)
 AJ3071
 AJ3071'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 AJ3071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9205 ***********************************************************************
 DE9205  DESIGNATION -  IDOT 8
 DE9205  PID         -  DE9205
 DE9205  STATE/COUNTY-  IL/MADISON
 DE9205  USGS QUAD   -  MONKS MOUND (1993)
 DE9205
 DE9205                         *CURRENT SURVEY CONTROL
 DE9205  ___________________________________________________________________
 DE9205* NAD 83(1997)-  38 40 34.19767(N)    090 01 11.45143(W)     ADJUSTED  
 DE9205* NAVD 88     -       128.3    (meters)     421.     (feet)  GPS OBS   
 DE9205  ___________________________________________________________________
 DE9205  X           -      -1,727.164 (meters)                     COMP
 DE9205  Y           -  -4,985,947.658 (meters)                     COMP
 DE9205  Z           -   3,964,375.905 (meters)                     COMP
 DE9205  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DE9205  ELLIP HEIGHT-          97.20  (meters)          (02/03/05) GPS OBS
 DE9205  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 DE9205
 DE9205  HORZ ORDER  -  FIRST
 DE9205  ELLP ORDER  -  FOURTH    CLASS II
 DE9205
 DE9205.The horizontal coordinates were established by GPS observations
 DE9205.and adjusted by the National Geodetic Survey in January 2003..
 DE9205
 DE9205.The orthometric height was determined by GPS observations and a
 DE9205.high-resolution geoid model.
 DE9205
 DE9205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9205
 DE9205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9205
 DE9205.The ellipsoidal height was determined by GPS observations
 DE9205.and is referenced to NAD 83.
 DE9205
 DE9205.The geoid height was determined by GEOID03.
 DE9205
 DE9205;                    North         East     Units Scale Factor Converg.
 DE9205;SPC IL W     -   223,032.041   712,775.428   MT  0.99994319   +0 05 30.3
 DE9205;SPC IL W     -   731,730.95  2,338,497.38   sFT  0.99994319   +0 05 30.3
 DE9205;UTM  15      - 4,285,056.929   759,254.630   MT  1.00042777   +1 51 48.2
 DE9205;UTM  16      - 4,285,170.048   237,291.431   MT  1.00044998   -1 53 17.6
 DE9205
 DE9205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9205!SPC IL W     -   0.99998475  x   0.99994319  =   0.99992794
 DE9205!UTM  15      -   0.99998475  x   1.00042777  =   1.00041251
 DE9205!UTM  16      -   0.99998475  x   1.00044998  =   1.00043472
 DE9205
 DE9205                          SUPERSEDED SURVEY CONTROL
 DE9205
 DE9205  ELLIP H (01/06/03)   97.26   (m)                       GP(       ) 3 2
 DE9205
 DE9205.Superseded values are not recommended for survey control.
 DE9205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9205.See file dsdata.txt to determine how the superseded data were derived.
 DE9205
 DE9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC5925585057(NAD 83)
 DE9205_MARKER: DZ = AZIMUTH MARK DISK
 DE9205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9205_STAMPING: IDOT 8 1999
 DE9205_MARK LOGO: ILDT  
 DE9205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9205+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 DE9205
 DE9205  HISTORY     - Date     Condition        Report By
 DE9205  HISTORY     - 1999     MONUMENTED       ILDT
 DE9205  HISTORY     - 20050721 GOOD             ILDT
 DE9205
 DE9205                          STATION DESCRIPTION
 DE9205
 DE9205'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL)
 DE9205'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9205'STATION IS LOCATED 2.0 MI (3.2 KM) W OF CENTER OF COLLINSVILLE.  TO
 DE9205'REACH STATION FROM IL ROUTE 157 AND EASTPORT PLAZA DR W SIDE OF
 DE9205'COLLINSVILLE, JUST N OF EXIT 11 OF INTERSTATE 55, GO S AND W ON
 DE9205'EASTPORT PLAZA DR FOR 0.8 MI (1.3 KM) TO MAIN ENTRANCE OF STATE OF
 DE9205'ILLINOIS COMPLEX AND STATION ON THE LEFT IN GRASS MEDIAN S OF SIGN.
 DE9205'STATION IS 4.9 FEET (1.5 M) N OF BACK OF CURB, 21.7 FEET (6.6 M) SE OF
 DE9205'SW CORNER OF BRICK FOUNDATION OF STATE OF ILLINOIS SIGN, 22.4 FEET
 DE9205'(6.8 M) SW OF SE CORNER OF BRICK FOUNDATION OF STATE OF ILLINOIS SIGN.
 DE9205'STATION IS FLUSH WITH GROUND.
 DE9205
 DE9205                          STATION RECOVERY (2005)
 DE9205
 DE9205'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (KK)
 DE9205'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2095 ***********************************************************************
 AI2095  SACS        -  This is a Secondary Airport Control Station.
 AI2095  DESIGNATION -  IGQ A
 AI2095  PID         -  AI2095
 AI2095  STATE/COUNTY-  IL/COOK
 AI2095  USGS QUAD   -  CALUMET CITY (1991)
 AI2095
 AI2095                         *CURRENT SURVEY CONTROL
 AI2095  ___________________________________________________________________
 AI2095* NAD 83(1997)-  41 32 21.60994(N)    087 31 31.80231(W)     ADJUSTED  
 AI2095* NAVD 88     -       186.99   (meters)     613.5    (feet)  GPS OBS   
 AI2095  ___________________________________________________________________
 AI2095  X           -     206,426.925 (meters)                     COMP
 AI2095  Y           -  -4,776,738.800 (meters)                     COMP
 AI2095  Z           -   4,207,545.216 (meters)                     COMP
 AI2095  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AI2095  ELLIP HEIGHT-         153.66  (meters)          (10/12/99) GPS OBS
 AI2095  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AI2095
 AI2095  HORZ ORDER  -  FIRST
 AI2095  ELLP ORDER  -  FOURTH    CLASS I
 AI2095
 AI2095.This mark is at Lansing Airport (IGQ)
 AI2095
 AI2095.The horizontal coordinates were established by GPS observations
 AI2095.and adjusted by the National Geodetic Survey in October 1999..
 AI2095
 AI2095.The orthometric height was determined by GPS observations and a
 AI2095.high-resolution geoid model.
 AI2095
 AI2095.GPS derived orthometric heights for airport stations designated as
 AI2095.PACS or SACS are published to 2 decimal places.  This maintains
 AI2095.centimeter relative accuracy between the PACS and SACS.  It does
 AI2095.not indicate centimeter accuracy relative to other marks which are
 AI2095.part of the NAVD 88 network.
 AI2095
 AI2095.Photographs are available for this station.
 AI2095
 AI2095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2095
 AI2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2095
 AI2095.The ellipsoidal height was determined by GPS observations
 AI2095.and is referenced to NAD 83.
 AI2095
 AI2095.The geoid height was determined by GEOID03.
 AI2095
 AI2095;                    North         East     Units Scale Factor Converg.
 AI2095;SPC IL E     -   541,253.633   367,408.692   MT  1.00003090   +0 32 08.6
 AI2095;SPC IL E     - 1,775,762.96  1,205,406.68   sFT  1.00003090   +0 32 08.6
 AI2095;UTM  16      - 4,598,764.598   456,166.736   MT  0.99962364   -0 20 54.5
 AI2095
 AI2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2095!SPC IL E     -   0.99997590  x   1.00003090  =   1.00000680
 AI2095!UTM  16      -   0.99997590  x   0.99962364  =   0.99959955
 AI2095
 AI2095:                Primary Azimuth Mark                     Grid Az
 AI2095:SPC IL E     -  LANSPORT                                 269 01 11.3
 AI2095:UTM  16      -  LANSPORT                                 269 54 14.4
 AI2095
 AI2095|---------------------------------------------------------------------|
 AI2095| PID    Reference Object                     Distance      Geod. Az  |
 AI2095|                                                           dddmmss.s |
 AI2095| ME3311 LANSPORT                            430.605 METERS 2693319.9 |
 AI2095|---------------------------------------------------------------------|
 AI2095
 AI2095                          SUPERSEDED SURVEY CONTROL
 AI2095
 AI2095.No superseded survey control is available for this station.
 AI2095
 AI2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5616798765(NAD 83)
 AI2095_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2095_STAMPING: IGQ A 1999
 AI2095_MARK LOGO: NGS   
 AI2095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2095+STABILITY: SURFACE MOTION
 AI2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2095+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2095
 AI2095  HISTORY     - Date     Condition        Report By
 AI2095  HISTORY     - 1999     MONUMENTED       NGS
 AI2095
 AI2095                          STATION DESCRIPTION
 AI2095
 AI2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2095'THE STATION IS LOCATED ABOUT 2.0 MILES (3.2 KM) SOUTH OF LANSING, AT
 AI2095'THE LANSING MUNICIPAL AIRPORT.  IN THE GRASS AREA ON THE SOUTH SIDE OF
 AI2095'RUNWAY END 27 AND ABOUT 10 METERS (32.8 FT) WEST OF THE ILLINOIS AND
 AI2095'INDIANA STATE LINE.  OWNERSHIP--VILLAGE OF LANSING 18200 CHICAGO AVE.
 AI2095'LANSING,IL 60438 MANAGER IS BOB MALKAS PHONE 708-895-8844 CONTACT IN
 AI2095'ADVANCE FOR ACCESS TO LOCKED GATE.  TO REACH THE STATION FROM THE
 AI2095'JUNCTION OF INTERSTATE HIGHWAYS 94 AND 80 AND STATE HIGHWAY 83
 AI2095'(TORRENCE AVENUE) IN LANSING, GO SOUTH ON TORRENCE AVENUE FOR 2.3
 AI2095'MILES (3.7 KM) TO A PAVED CROSSROAD (GLENWOOD LANSING ROAD) .  TURN
 AI2095'LEFT EAST ON THE ROAD FOR 1.0 MILES (1.6 KM) TO A PAVED CROSSROAD
 AI2095'(BURNHAM ROAD) .  CONTINUE AHEAD EAST FOR 0.05 MILES (0.08 KM) TO THE
 AI2095'AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH PASSING THROUGH
 AI2095'A PARKING LOT FOR 0.05 MILES (0.08 KM) TO A GATE.  PASS THROUGH THE
 AI2095'GATE, SOUTH ACROSS THE APRON THEN SOUTH ALONG A CONNECTING TAXIWAY FOR
 AI2095'.15 MILES (0.24 KM) TO THE JUNCTION OF RUNWAY END 9.  TURN LEFT EAST
 AI2095'ALONG THE RUNWAY FOR .80 MILES (1.29 KM) TO RUNWAY END 27 AND THE
 AI2095'STATION ON THE RIGHT.THE STATION IS 158 FEET (48.2 M) SOUTH OF THE
 AI2095'SOUTHEAST CORNER OF RUNWAY END 27.  152.2 FEET (46.4 M) SOUTHEAST OF
 AI2095'THE SOUTHERN MOST 1 OF 2 VASI LIGHTS.  16.2 FEET (4.9 M) NORTHWEST OF
 AI2095'A GREEN METAL SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4289 ***********************************************************************
 DF4289  DESIGNATION -  IL DOT DISTRICT 3 GPS 1592
 DF4289  PID         -  DF4289
 DF4289  STATE/COUNTY-  IL/MCLEAN
 DF4289  USGS QUAD   -  BELLFLOWER (1983)
 DF4289
 DF4289                         *CURRENT SURVEY CONTROL
 DF4289  ___________________________________________________________________
 DF4289* NAD 83(1997)-  40 20 23.43165(N)    088 31 09.57318(W)     ADJUSTED  
 DF4289* NAVD 88     -       235.1    (meters)     771.     (feet)  GPS OBS   
 DF4289  ___________________________________________________________________
 DF4289  X           -     125,801.424 (meters)                     COMP
 DF4289  Y           -  -4,866,895.389 (meters)                     COMP
 DF4289  Z           -   4,106,951.898 (meters)                     COMP
 DF4289  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DF4289  ELLIP HEIGHT-         203.10  (meters)          (02/03/05) GPS OBS
 DF4289  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 DF4289
 DF4289  HORZ ORDER  -  FIRST
 DF4289  ELLP ORDER  -  FOURTH    CLASS II
 DF4289
 DF4289.The horizontal coordinates were established by GPS observations
 DF4289.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4289
 DF4289.The orthometric height was determined by GPS observations and a
 DF4289.high-resolution geoid model.
 DF4289
 DF4289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4289
 DF4289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4289
 DF4289.The ellipsoidal height was determined by GPS observations
 DF4289.and is referenced to NAD 83.
 DF4289
 DF4289.The geoid height was determined by GEOID03.
 DF4289
 DF4289;                    North         East     Units Scale Factor Converg.
 DF4289;SPC IL E     -   407,751.329   284,196.786   MT  0.99997807   -0 07 13.4
 DF4289;SPC IL E     - 1,337,764.15    932,402.29   sFT  0.99997807   -0 07 13.4
 DF4289;UTM  16      - 4,466,585.172   370,953.526   MT  0.99980499   -0 59 01.1
 DF4289
 DF4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4289!SPC IL E     -   0.99996814  x   0.99997807  =   0.99994621
 DF4289!UTM  16      -   0.99996814  x   0.99980499  =   0.99977314
 DF4289
 DF4289                          SUPERSEDED SURVEY CONTROL
 DF4289
 DF4289  ELLIP H (03/04/03)  203.09   (m)                       GP(       ) 4 2
 DF4289
 DF4289.Superseded values are not recommended for survey control.
 DF4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4289.See file dsdata.txt to determine how the superseded data were derived.
 DF4289
 DF4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK7095466585(NAD 83)
 DF4289_MARKER: I = METAL ROD
 DF4289_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4289_STAMPING: DISTRICT 3 I.D.O.T. NO. 1592
 DF4289_MARK LOGO: ASCPC 
 DF4289_PROJECTION: RECESSED 10 CENTIMETERS
 DF4289_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4289+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4289_ROD/PIPE-DEPTH:  3.7 meters
 DF4289_SLEEVE-DEPTH  :  0.8 meters
 DF4289
 DF4289  HISTORY     - Date     Condition        Report By
 DF4289  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4289
 DF4289                          STATION DESCRIPTION
 DF4289
 DF4289'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4289'SET POINT IN BELLFLOWER AT INT 400N RD AND RT 54, E OF BELLFLOWER,
 DF4289'IN S ROW OF 400N RD. 27 FT S OF 400N CENTERLINE, 60.4 FT E OF ROAD
 DF4289'WEIGHT
 DF4289'LIMIT SIGN, 90.5 FT SE OF STOP SIGN FOR 400N, 60.3 FT S OF P.P.
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289' 
 DF4289'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4290 ***********************************************************************
 DF4290  DESIGNATION -  IL DOT DISTRICT 3 GPS 1594
 DF4290  PID         -  DF4290
 DF4290  STATE/COUNTY-  IL/MCLEAN
 DF4290  USGS QUAD   -  ARROWSMITH (1983)
 DF4290
 DF4290                         *CURRENT SURVEY CONTROL
 DF4290  ___________________________________________________________________
 DF4290* NAD 83(1997)-  40 29 16.76911(N)    088 37 55.96526(W)     ADJUSTED  
 DF4290* NAVD 88     -       254.1    (meters)     834.     (feet)  GPS OBS   
 DF4290  ___________________________________________________________________
 DF4290  X           -     115,957.971 (meters)                     COMP
 DF4290  Y           -  -4,856,485.778 (meters)                     COMP
 DF4290  Z           -   4,119,490.030 (meters)                     COMP
 DF4290  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DF4290  ELLIP HEIGHT-         222.12  (meters)          (02/03/05) GPS OBS
 DF4290  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 DF4290
 DF4290  HORZ ORDER  -  FIRST
 DF4290  ELLP ORDER  -  FOURTH    CLASS II
 DF4290
 DF4290.The horizontal coordinates were established by GPS observations
 DF4290.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4290
 DF4290.The orthometric height was determined by GPS observations and a
 DF4290.high-resolution geoid model.
 DF4290
 DF4290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4290
 DF4290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4290
 DF4290.The ellipsoidal height was determined by GPS observations
 DF4290.and is referenced to NAD 83.
 DF4290
 DF4290.The geoid height was determined by GEOID03.
 DF4290
 DF4290;                    North         East     Units Scale Factor Converg.
 DF4290;SPC IL E     -   424,228.108   274,660.774   MT  0.99998290   -0 11 38.6
 DF4290;SPC IL E     - 1,391,821.72    901,116.22   sFT  0.99998290   -0 11 38.6
 DF4290;UTM  16      - 4,483,201.300   361,668.701   MT  0.99983555   -1 03 35.8
 DF4290
 DF4290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4290!SPC IL E     -   0.99996516  x   0.99998290  =   0.99994806
 DF4290!UTM  16      -   0.99996516  x   0.99983555  =   0.99980071
 DF4290
 DF4290                          SUPERSEDED SURVEY CONTROL
 DF4290
 DF4290  ELLIP H (03/04/03)  222.11   (m)                       GP(       ) 4 2
 DF4290
 DF4290.Superseded values are not recommended for survey control.
 DF4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4290.See file dsdata.txt to determine how the superseded data were derived.
 DF4290
 DF4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6166983201(NAD 83)
 DF4290_MARKER: I = METAL ROD
 DF4290_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4290_STAMPING: DISTRICT 3 I.D.O.T. NO. 1594
 DF4290_MARK LOGO: ASCPC 
 DF4290_PROJECTION: RECESSED 5 CENTIMETERS
 DF4290_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4290+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4290_ROD/PIPE-DEPTH:  4.9 meters
 DF4290_SLEEVE-DEPTH  :  0.8 meters
 DF4290
 DF4290  HISTORY     - Date     Condition        Report By
 DF4290  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4290
 DF4290                          STATION DESCRIPTION
 DF4290
 DF4290'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4290'SET POINT +/- 2.5 MILES N OF ARROWSMITH, +/- 800FT N OF INT OF CR 15
 DF4290'AND
 DF4290'IL RT 9, 37.9 FT W OF CR 15 CENTERLINE, 10.5 FT S OF NE FENCE CORNER,
 DF4290'66.5 FT N OF P.P., 11.6 FT W/NW OF STOP AHEAD SIGN.
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290' 
 DF4290'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4291 ***********************************************************************
 DF4291  DESIGNATION -  IL DOT DISTRICT 3 GPS 1601
 DF4291  PID         -  DF4291
 DF4291  STATE/COUNTY-  IL/MCLEAN
 DF4291  USGS QUAD   -  HOLDER (1981)
 DF4291
 DF4291                         *CURRENT SURVEY CONTROL
 DF4291  ___________________________________________________________________
 DF4291* NAD 83(1997)-  40 29 14.66724(N)    088 49 33.59299(W)     ADJUSTED  
 DF4291* NAVD 88     -       252.0    (meters)     827.     (feet)  GPS OBS   
 DF4291  ___________________________________________________________________
 DF4291  X           -      99,532.589 (meters)                     COMP
 DF4291  Y           -  -4,856,890.722 (meters)                     COMP
 DF4291  Z           -   4,119,439.389 (meters)                     COMP
 DF4291  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DF4291  ELLIP HEIGHT-         220.07  (meters)          (02/03/05) GPS OBS
 DF4291  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 DF4291
 DF4291  HORZ ORDER  -  FIRST
 DF4291  ELLP ORDER  -  FOURTH    CLASS II
 DF4291
 DF4291.The horizontal coordinates were established by GPS observations
 DF4291.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4291
 DF4291.The orthometric height was determined by GPS observations and a
 DF4291.high-resolution geoid model.
 DF4291
 DF4291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4291
 DF4291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4291
 DF4291.The ellipsoidal height was determined by GPS observations
 DF4291.and is referenced to NAD 83.
 DF4291
 DF4291.The geoid height was determined by GEOID03.
 DF4291
 DF4291;                    North         East     Units Scale Factor Converg.
 DF4291;SPC IL E     -   424,236.963   258,231.068   MT  0.99999647   -0 19 11.6
 DF4291;SPC IL E     - 1,391,850.77    847,213.10   sFT  0.99999647   -0 19 11.6
 DF4291;UTM  16      - 4,483,458.414   345,243.052   MT  0.99989481   -1 11 09.0
 DF4291
 DF4291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4291!SPC IL E     -   0.99996548  x   0.99999647  =   0.99996195
 DF4291!UTM  16      -   0.99996548  x   0.99989481  =   0.99986029
 DF4291
 DF4291                          SUPERSEDED SURVEY CONTROL
 DF4291
 DF4291  ELLIP H (03/04/03)  220.05   (m)                       GP(       ) 4 2
 DF4291
 DF4291.Superseded values are not recommended for survey control.
 DF4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4291.See file dsdata.txt to determine how the superseded data were derived.
 DF4291
 DF4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4524383458(NAD 83)
 DF4291_MARKER: I = METAL ROD
 DF4291_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4291_STAMPING: DISTRICT 3 I.D.O.T. NO. 1601
 DF4291_MARK LOGO: ASCPC 
 DF4291_PROJECTION: RECESSED 10 CENTIMETERS
 DF4291_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4291+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4291_ROD/PIPE-DEPTH:  6.1 meters
 DF4291_SLEEVE-DEPTH  :  0.8 meters
 DF4291
 DF4291  HISTORY     - Date     Condition        Report By
 DF4291  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4291
 DF4291                          STATION DESCRIPTION
 DF4291
 DF4291'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4291'SET POINT +/- 5.5 MILES E OF BLOOMINGTON/NORMAL AIRPORT IN NW QUAD
 DF4291'OF INT OF IL RT 165 AND IL RT 9,  58.2 FT W OF RT 165 CENTERLINE,
 DF4291'103.9 FT
 DF4291'N OF RT 9 CENTERLINE, 68.4 FT NE OF P.P.
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291' 
 DF4291'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4292 ***********************************************************************
 DF4292  DESIGNATION -  IL DOT DISTRICT 3 GPS 1611
 DF4292  PID         -  DF4292
 DF4292  STATE/COUNTY-  IL/MCLEAN
 DF4292  USGS QUAD   -  BLOOMINGTON WEST (1981)
 DF4292
 DF4292                         *CURRENT SURVEY CONTROL
 DF4292  ___________________________________________________________________
 DF4292* NAD 83(1997)-  40 24 28.86812(N)    089 03 25.17373(W)     ADJUSTED  
 DF4292* NAVD 88     -       230.0    (meters)     755.     (feet)  GPS OBS   
 DF4292  ___________________________________________________________________
 DF4292  X           -      80,044.558 (meters)                     COMP
 DF4292  Y           -  -4,862,954.131 (meters)                     COMP
 DF4292  Z           -   4,112,716.085 (meters)                     COMP
 DF4292  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DF4292  ELLIP HEIGHT-         197.80  (meters)          (02/03/05) GPS OBS
 DF4292  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DF4292
 DF4292  HORZ ORDER  -  FIRST
 DF4292  ELLP ORDER  -  FOURTH    CLASS II
 DF4292
 DF4292.The horizontal coordinates were established by GPS observations
 DF4292.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4292
 DF4292.The orthometric height was determined by GPS observations and a
 DF4292.high-resolution geoid model.
 DF4292
 DF4292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4292
 DF4292.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4292
 DF4292.The ellipsoidal height was determined by GPS observations
 DF4292.and is referenced to NAD 83.
 DF4292
 DF4292.The geoid height was determined by GEOID03.
 DF4292
 DF4292;                    North         East     Units Scale Factor Converg.
 DF4292;SPC IL E     -   415,556.472   238,574.583   MT  1.00002143   -0 28 08.8
 DF4292;SPC IL E     - 1,363,371.53    782,723.44   sFT  1.00002143   -0 28 08.8
 DF4292;UTM  16      - 4,475,076.375   325,459.185   MT  0.99997501   -1 20 01.4
 DF4292
 DF4292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4292!SPC IL E     -   0.99996897  x   1.00002143  =   0.99999040
 DF4292!UTM  16      -   0.99996897  x   0.99997501  =   0.99994398
 DF4292
 DF4292                          SUPERSEDED SURVEY CONTROL
 DF4292
 DF4292  ELLIP H (03/04/03)  197.79   (m)                       GP(       ) 4 2
 DF4292
 DF4292.Superseded values are not recommended for survey control.
 DF4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4292.See file dsdata.txt to determine how the superseded data were derived.
 DF4292
 DF4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2545975076(NAD 83)
 DF4292_MARKER: I = METAL ROD
 DF4292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4292_STAMPING: DISTRICT 3 I.D.O.T. NO. 1611
 DF4292_MARK LOGO: ASCPC 
 DF4292_PROJECTION: RECESSED 8 CENTIMETERS
 DF4292_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4292+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4292_ROD/PIPE-DEPTH:  9.8 meters
 DF4292_SLEEVE-DEPTH  :  0.8 meters
 DF4292
 DF4292  HISTORY     - Date     Condition        Report By
 DF4292  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4292
 DF4292                          STATION DESCRIPTION
 DF4292
 DF4292'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4292'SET POINT AT THE SHIRLEY EXIT (154) OF I-55 IN THE SW QUAD OF THE
 DF4292'SOUTHBOUND ENTRANCE RAMP.  123.5 FT S OF CENTERLINE OF CR
 DF4292'850N/CR 34 EASTBOUND, 75.5 FT SE OF FENCE CORNER FOR ROW FENCE
 DF4292'HEADING WEST AT CORNER CUT, 108.5 FT W OF CENTERLINE OF RAMP.
 DF4292' 
 DF4292' 
 DF4292' 
 DF4292' 
 DF4292' 
 DF4292' 
 DF4292' 
 DF4292' 
 DF4292' 
 DF4292' 
 DF4292' 
 DF4292'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4293 ***********************************************************************
 DF4293  DESIGNATION -  IL DOT DISTRICT 3 GPS 1612
 DF4293  PID         -  DF4293
 DF4293  STATE/COUNTY-  IL/MCLEAN
 DF4293  USGS QUAD   -  FUNKS GROVE (1981)
 DF4293
 DF4293                         *CURRENT SURVEY CONTROL
 DF4293  ___________________________________________________________________
 DF4293* NAD 83(1997)-  40 21 48.52553(N)    089 06 42.46160(W)     ADJUSTED  
 DF4293* NAVD 88     -       210.1    (meters)     689.     (feet)  GPS OBS   
 DF4293  ___________________________________________________________________
 DF4293  X           -      75,442.651 (meters)                     COMP
 DF4293  Y           -  -4,866,217.497 (meters)                     COMP
 DF4293  Z           -   4,108,935.858 (meters)                     COMP
 DF4293  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 DF4293  ELLIP HEIGHT-         177.85  (meters)          (02/03/05) GPS OBS
 DF4293  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DF4293
 DF4293  HORZ ORDER  -  FIRST
 DF4293  ELLP ORDER  -  FOURTH    CLASS II
 DF4293
 DF4293.The horizontal coordinates were established by GPS observations
 DF4293.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4293
 DF4293.The orthometric height was determined by GPS observations and a
 DF4293.high-resolution geoid model.
 DF4293
 DF4293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4293
 DF4293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4293
 DF4293.The ellipsoidal height was determined by GPS observations
 DF4293.and is referenced to NAD 83.
 DF4293
 DF4293.The geoid height was determined by GEOID03.
 DF4293
 DF4293;                    North         East     Units Scale Factor Converg.
 DF4293;SPC IL E     -   410,650.281   233,879.296   MT  1.00002880   -0 30 15.0
 DF4293;SPC IL E     - 1,347,275.13    767,318.99   sFT  1.00002880   -0 30 15.0
 DF4293;UTM  16      - 4,470,241.755   320,690.620   MT  0.99999579   -1 22 04.9
 DF4293
 DF4293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4293!SPC IL E     -   0.99997210  x   1.00002880  =   1.00000090
 DF4293!UTM  16      -   0.99997210  x   0.99999579  =   0.99996789
 DF4293
 DF4293                          SUPERSEDED SURVEY CONTROL
 DF4293
 DF4293.No superseded survey control is available for this station.
 DF4293
 DF4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK2069170242(NAD 83)
 DF4293_MARKER: I = METAL ROD
 DF4293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4293_STAMPING: DISTRICT 3 I.D.O.T. NO. 1612
 DF4293_MARK LOGO: ASCPC 
 DF4293_PROJECTION: RECESSED 5 CENTIMETERS
 DF4293_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4293+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4293_ROD/PIPE-DEPTH:  4.9 meters
 DF4293_SLEEVE-DEPTH  :  0.8 meters
 DF4293
 DF4293  HISTORY     - Date     Condition        Report By
 DF4293  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4293
 DF4293                          STATION DESCRIPTION
 DF4293
 DF4293'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4293'SET POINT AT NW QUAD OF FUNKS GROVE AND OLD RT 66 JUST W OF FUNKS
 DF4293'GROVE, 62 FT W OF RT 66 CENTERLINE, 72.8 FT N OF FUNKS GROVE RD
 DF4293'CENTERLINE.
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293' 
 DF4293'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4294 ***********************************************************************
 DF4294  DESIGNATION -  IL DOT DISTRICT 3 GPS 1614
 DF4294  PID         -  DF4294
 DF4294  STATE/COUNTY-  IL/MCLEAN
 DF4294  USGS QUAD   -  STANFORD (1981)
 DF4294
 DF4294                         *CURRENT SURVEY CONTROL
 DF4294  ___________________________________________________________________
 DF4294* NAD 83(1997)-  40 29 14.27886(N)    089 10 33.73071(W)     ADJUSTED  
 DF4294* NAVD 88     -       224.6    (meters)     737.     (feet)  GPS OBS   
 DF4294  ___________________________________________________________________
 DF4294  X           -      69,858.425 (meters)                     COMP
 DF4294  Y           -  -4,857,394.869 (meters)                     COMP
 DF4294  Z           -   4,119,412.292 (meters)                     COMP
 DF4294  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 DF4294  ELLIP HEIGHT-         192.37  (meters)          (02/03/05) GPS OBS
 DF4294  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 DF4294
 DF4294  HORZ ORDER  -  FIRST
 DF4294  ELLP ORDER  -  FOURTH    CLASS II
 DF4294
 DF4294.The horizontal coordinates were established by GPS observations
 DF4294.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4294
 DF4294.The orthometric height was determined by GPS observations and a
 DF4294.high-resolution geoid model.
 DF4294
 DF4294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4294
 DF4294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4294
 DF4294.The ellipsoidal height was determined by GPS observations
 DF4294.and is referenced to NAD 83.
 DF4294
 DF4294.The geoid height was determined by GEOID03.
 DF4294
 DF4294;                    North         East     Units Scale Factor Converg.
 DF4294;SPC IL E     -   424,449.538   228,553.860   MT  1.00003781   -0 32 49.8
 DF4294;SPC IL E     - 1,392,548.19    749,847.12   sFT  1.00003781   -0 32 49.8
 DF4294;UTM  16      - 4,484,119.470   315,574.238   MT  1.00001869   -1 24 47.7
 DF4294
 DF4294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4294!SPC IL E     -   0.99996982  x   1.00003781  =   1.00000763
 DF4294!UTM  16      -   0.99996982  x   1.00001869  =   0.99998851
 DF4294
 DF4294                          SUPERSEDED SURVEY CONTROL
 DF4294
 DF4294  ELLIP H (03/04/03)  192.35   (m)                       GP(       ) 4 2
 DF4294
 DF4294.Superseded values are not recommended for survey control.
 DF4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4294.See file dsdata.txt to determine how the superseded data were derived.
 DF4294
 DF4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1557484119(NAD 83)
 DF4294_MARKER: I = METAL ROD
 DF4294_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4294_STAMPING: DISTRICT 3 I.D.O.T. NO. 1614
 DF4294_MARK LOGO: ASCPC 
 DF4294_PROJECTION: RECESSED 8 CENTIMETERS
 DF4294_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4294+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4294_ROD/PIPE-DEPTH:  6.1 meters
 DF4294_SLEEVE-DEPTH  :  0.8 meters
 DF4294
 DF4294  HISTORY     - Date     Condition        Report By
 DF4294  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4294
 DF4294                          STATION DESCRIPTION
 DF4294
 DF4294'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4294'SET POINT +/- 3 MILES S OF DANVERS IN NE QUAD OF INT OF RT 122 AND RT
 DF4294'9,
 DF4294'62 FT W OF NORTH FENCE FOR CITY OF NORMAL WELLHOUSE, 102.5 FT E OF
 DF4294'RT 9 CENTERLINE, 132 FT N/NE OF 28 INCH TREE.
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294' 
 DF4294'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4295 ***********************************************************************
 DF4295  DESIGNATION -  IL DOT DISTRICT 3 GPS 1733
 DF4295  PID         -  DF4295
 DF4295  STATE/COUNTY-  IL/FORD
 DF4295  USGS QUAD   -  MELVIN EAST (1986)
 DF4295
 DF4295                         *CURRENT SURVEY CONTROL
 DF4295  ___________________________________________________________________
 DF4295* NAD 83(1997)-  40 36 41.98237(N)    088 10 37.56990(W)     ADJUSTED  
 DF4295* NAVD 88     -       237.1    (meters)     778.     (feet)  GPS OBS   
 DF4295  ___________________________________________________________________
 DF4295  X           -     154,245.350 (meters)                     COMP
 DF4295  Y           -  -4,846,474.748 (meters)                     COMP
 DF4295  Z           -   4,129,914.118 (meters)                     COMP
 DF4295  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DF4295  ELLIP HEIGHT-         204.96  (meters)          (02/03/05) GPS OBS
 DF4295  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 DF4295
 DF4295  HORZ ORDER  -  FIRST
 DF4295  ELLP ORDER  -  FOURTH    CLASS II
 DF4295
 DF4295.The horizontal coordinates were established by GPS observations
 DF4295.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4295
 DF4295.The orthometric height was determined by GPS observations and a
 DF4295.high-resolution geoid model.
 DF4295
 DF4295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4295
 DF4295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4295
 DF4295.The ellipsoidal height was determined by GPS observations
 DF4295.and is referenced to NAD 83.
 DF4295
 DF4295.The geoid height was determined by GEOID03.
 DF4295
 DF4295;                    North         East     Units Scale Factor Converg.
 DF4295;SPC IL E     -   437,929.587   313,221.006   MT  0.99997715   +0 06 06.1
 DF4295;SPC IL E     - 1,436,773.99  1,027,625.92   sFT  0.99997715   +0 06 06.1
 DF4295;UTM  16      - 4,496,315.150   400,424.023   MT  0.99972205   -0 45 58.6
 DF4295
 DF4295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4295!SPC IL E     -   0.99996785  x   0.99997715  =   0.99994500
 DF4295!UTM  16      -   0.99996785  x   0.99972205  =   0.99968991
 DF4295
 DF4295                          SUPERSEDED SURVEY CONTROL
 DF4295
 DF4295.No superseded survey control is available for this station.
 DF4295
 DF4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0042496315(NAD 83)
 DF4295_MARKER: I = METAL ROD
 DF4295_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4295_STAMPING: DISTRICT 3 I.D.O.T. NO. 1733
 DF4295_MARK LOGO: ASCPC 
 DF4295_PROJECTION: RECESSED 5 CENTIMETERS
 DF4295_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4295+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4295_ROD/PIPE-DEPTH:  3.7 meters
 DF4295_SLEEVE-DEPTH  :  0.8 meters
 DF4295
 DF4295  HISTORY     - Date     Condition        Report By
 DF4295  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4295
 DF4295                          STATION DESCRIPTION
 DF4295
 DF4295'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4295'SET POINT IN ROBERTS IN NW QUAD OF INT OF RT 115 AND RT 54 IN GRASSY
 DF4295'TRIANGLE, 97.5 FT N OF RT 54 CENTERLINE, 114.7 FT W OF RT 115
 DF4295'CENTERLINE,
 DF4295'40.7 FT W OF P.P.
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295' 
 DF4295'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4296 ***********************************************************************
 DF4296  DESIGNATION -  IL DOT DISTRICT 3 GPS 1741
 DF4296  PID         -  DF4296
 DF4296  STATE/COUNTY-  IL/LIVINGSTON
 DF4296  USGS QUAD   -  CHATSWORTH SOUTH (1986)
 DF4296
 DF4296                         *CURRENT SURVEY CONTROL
 DF4296  ___________________________________________________________________
 DF4296* NAD 83(1997)-  40 44 51.33348(N)    088 15 29.69052(W)     ADJUSTED  
 DF4296* NAVD 88     -       218.6    (meters)     717.     (feet)  GPS OBS   
 DF4296  ___________________________________________________________________
 DF4296  X           -     147,081.929 (meters)                     COMP
 DF4296  Y           -  -4,836,839.355 (meters)                     COMP
 DF4296  Z           -   4,141,349.830 (meters)                     COMP
 DF4296  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 DF4296  ELLIP HEIGHT-         186.50  (meters)          (02/03/05) GPS OBS
 DF4296  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DF4296
 DF4296  HORZ ORDER  -  FIRST
 DF4296  ELLP ORDER  -  FOURTH    CLASS II
 DF4296
 DF4296.The horizontal coordinates were established by GPS observations
 DF4296.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4296
 DF4296.The orthometric height was determined by GPS observations and a
 DF4296.high-resolution geoid model.
 DF4296
 DF4296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4296
 DF4296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4296
 DF4296.The ellipsoidal height was determined by GPS observations
 DF4296.and is referenced to NAD 83.
 DF4296
 DF4296.The geoid height was determined by GEOID03.
 DF4296
 DF4296;                    North         East     Units Scale Factor Converg.
 DF4296;SPC IL E     -   453,015.001   306,341.252   MT  0.99997549   +0 02 56.4
 DF4296;SPC IL E     - 1,486,266.72  1,005,054.59   sFT  0.99997549   +0 02 56.4
 DF4296;UTM  16      - 4,511,499.456   393,775.532   MT  0.99973888   -0 49 16.9
 DF4296
 DF4296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4296!SPC IL E     -   0.99997075  x   0.99997549  =   0.99994624
 DF4296!UTM  16      -   0.99997075  x   0.99973888  =   0.99970963
 DF4296
 DF4296                          SUPERSEDED SURVEY CONTROL
 DF4296
 DF4296.No superseded survey control is available for this station.
 DF4296
 DF4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9377611499(NAD 83)
 DF4296_MARKER: I = METAL ROD
 DF4296_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4296_STAMPING: DISTRICT 3 I.D.O.T. NO. 1741
 DF4296_MARK LOGO: ASCPC 
 DF4296_PROJECTION: RECESSED 8 CENTIMETERS
 DF4296_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4296+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4296_ROD/PIPE-DEPTH:  3.0 meters
 DF4296_SLEEVE-DEPTH  :  0.8 meters
 DF4296
 DF4296  HISTORY     - Date     Condition        Report By
 DF4296  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4296
 DF4296                          STATION DESCRIPTION
 DF4296
 DF4296'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4296'SET POINT 1 MILE E OF CHATSWORTH IN NE QUAD OF INT OF 3500 E AND US RT
 DF4296'24, 46 FT E OF 3500E CENTERLINE, 60.5 FT N OF RT 24 CENTERLINE, 46.3
 DF4296'FT W
 DF4296'OF GTE RISER.
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296' 
 DF4296'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4297 ***********************************************************************
 DF4297  DESIGNATION -  IL DOT DISTRICT 3 GPS 1742
 DF4297  PID         -  DF4297
 DF4297  STATE/COUNTY-  IL/FORD
 DF4297  USGS QUAD   -  MELVIN EAST (1986)
 DF4297
 DF4297                         *CURRENT SURVEY CONTROL
 DF4297  ___________________________________________________________________
 DF4297* NAD 83(1997)-  40 34 19.98748(N)    088 14 33.17131(W)     ADJUSTED  
 DF4297* NAVD 88     -       244.5    (meters)     802.     (feet)  GPS OBS   
 DF4297  ___________________________________________________________________
 DF4297  X           -     148,797.053 (meters)                     COMP
 DF4297  Y           -  -4,849,502.125 (meters)                     COMP
 DF4297  Z           -   4,126,592.880 (meters)                     COMP
 DF4297  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DF4297  ELLIP HEIGHT-         212.45  (meters)          (02/03/05) GPS OBS
 DF4297  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DF4297
 DF4297  HORZ ORDER  -  FIRST
 DF4297  ELLP ORDER  -  FOURTH    CLASS II
 DF4297
 DF4297.The horizontal coordinates were established by GPS observations
 DF4297.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4297
 DF4297.The orthometric height was determined by GPS observations and a
 DF4297.high-resolution geoid model.
 DF4297
 DF4297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4297
 DF4297.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4297
 DF4297.The ellipsoidal height was determined by GPS observations
 DF4297.and is referenced to NAD 83.
 DF4297
 DF4297.The geoid height was determined by GEOID03.
 DF4297
 DF4297;                    North         East     Units Scale Factor Converg.
 DF4297;SPC IL E     -   433,541.933   307,687.254   MT  0.99997573   +0 03 32.6
 DF4297;SPC IL E     - 1,422,378.83  1,009,470.60   sFT  0.99997573   +0 03 32.6
 DF4297;UTM  16      - 4,492,012.858   394,825.852   MT  0.99973616   -0 48 29.6
 DF4297
 DF4297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4297!SPC IL E     -   0.99996667  x   0.99997573  =   0.99994241
 DF4297!UTM  16      -   0.99996667  x   0.99973616  =   0.99970284
 DF4297
 DF4297                          SUPERSEDED SURVEY CONTROL
 DF4297
 DF4297.No superseded survey control is available for this station.
 DF4297
 DF4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9482692013(NAD 83)
 DF4297_MARKER: I = METAL ROD
 DF4297_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4297_STAMPING: DISTRICT 3 I.D.O.T. NO. 1742
 DF4297_MARK LOGO: ASCPC 
 DF4297_PROJECTION: RECESSED 8 CENTIMETERS
 DF4297_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4297+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4297_ROD/PIPE-DEPTH:  3.7 meters
 DF4297_SLEEVE-DEPTH  :  0.8 meters
 DF4297
 DF4297  HISTORY     - Date     Condition        Report By
 DF4297  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4297
 DF4297                          STATION DESCRIPTION
 DF4297
 DF4297'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4297'SET POINT AT SE END OF MELVIN ON RT 54 AND RR ROW ON 1ST CURVE TO
 DF4297'SOUTH,
 DF4297'43.7 FT N OF EAST CORNER OF HEADWALL, 57.6 FT NW OF IL RT 54
 DF4297'CENTERLINE,
 DF4297'54.3 FT SE OF RR CENTERLINE, 81.3 FT NE OF P.P. W/ 3 TRANS AND GUY
 DF4297'WIRE.
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297' 
 DF4297'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4298 ***********************************************************************
 DF4298  DESIGNATION -  IL DOT DISTRICT 3 GPS 1743
 DF4298  PID         -  DF4298
 DF4298  STATE/COUNTY-  IL/FORD
 DF4298  USGS QUAD   -  SIBLEY (1986)
 DF4298
 DF4298                         *CURRENT SURVEY CONTROL
 DF4298  ___________________________________________________________________
 DF4298* NAD 83(1997)-  40 35 17.91950(N)    088 23 08.08343(W)     ADJUSTED  
 DF4298* NAVD 88     -       245.8    (meters)     806.     (feet)  GPS OBS   
 DF4298  ___________________________________________________________________
 DF4298  X           -     136,657.757 (meters)                     COMP
 DF4298  Y           -  -4,848,697.524 (meters)                     COMP
 DF4298  Z           -   4,127,951.055 (meters)                     COMP
 DF4298  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DF4298  ELLIP HEIGHT-         213.88  (meters)          (02/03/05) GPS OBS
 DF4298  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 DF4298
 DF4298  HORZ ORDER  -  FIRST
 DF4298  ELLP ORDER  -  FOURTH    CLASS II
 DF4298
 DF4298.The horizontal coordinates were established by GPS observations
 DF4298.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4298
 DF4298.The orthometric height was determined by GPS observations and a
 DF4298.high-resolution geoid model.
 DF4298
 DF4298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4298
 DF4298.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4298
 DF4298.The ellipsoidal height was determined by GPS observations
 DF4298.and is referenced to NAD 83.
 DF4298
 DF4298.The geoid height was determined by GEOID03.
 DF4298
 DF4298;                    North         East     Units Scale Factor Converg.
 DF4298;SPC IL E     -   435,326.214   295,577.198   MT  0.99997524   -0 02 02.4
 DF4298;SPC IL E     - 1,428,232.75    969,739.52   sFT  0.99997524   -0 02 02.4
 DF4298;UTM  16      - 4,493,979.831   382,746.887   MT  0.99976923   -0 54 05.7
 DF4298
 DF4298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4298!SPC IL E     -   0.99996645  x   0.99997524  =   0.99994169
 DF4298!UTM  16      -   0.99996645  x   0.99976923  =   0.99973569
 DF4298
 DF4298                          SUPERSEDED SURVEY CONTROL
 DF4298
 DF4298  ELLIP H (03/04/03)  213.87   (m)                       GP(       ) 4 2
 DF4298
 DF4298.Superseded values are not recommended for survey control.
 DF4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4298.See file dsdata.txt to determine how the superseded data were derived.
 DF4298
 DF4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8274793980(NAD 83)
 DF4298_MARKER: I = METAL ROD
 DF4298_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4298_STAMPING: DISTRICT 3 I.D.O.T. NO. 1743
 DF4298_MARK LOGO: ASCPC 
 DF4298_PROJECTION: RECESSED 3 CENTIMETERS
 DF4298_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4298+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4298_ROD/PIPE-DEPTH:  3.7 meters
 DF4298_SLEEVE-DEPTH  :  0.8 meters
 DF4298
 DF4298  HISTORY     - Date     Condition        Report By
 DF4298  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4298
 DF4298                          STATION DESCRIPTION
 DF4298
 DF4298'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4298'SET POINT IN SIBLEY IN NW QUAD OF INT OF IL RT 47 AND RT 165, 81.4 FT
 DF4298'N OF
 DF4298'RT 165 CENTERLINE, 81.5 FT W OF RT 47 CENTERLINE.
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298' 
 DF4298'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4299 ***********************************************************************
 DF4299  DESIGNATION -  IL DOT DISTRICT 3 GPS 1751
 DF4299  PID         -  DF4299
 DF4299  STATE/COUNTY-  IL/MCLEAN
 DF4299  USGS QUAD   -  FAIRBURY (1986)
 DF4299
 DF4299                         *CURRENT SURVEY CONTROL
 DF4299  ___________________________________________________________________
 DF4299* NAD 83(1997)-  40 40 16.83762(N)    088 37 15.57052(W)     ADJUSTED  
 DF4299* NAVD 88     -       228.3    (meters)     749.     (feet)  GPS OBS   
 DF4299  ___________________________________________________________________
 DF4299  X           -     116,589.833 (meters)                     COMP
 DF4299  Y           -  -4,843,202.147 (meters)                     COMP
 DF4299  Z           -   4,134,937.568 (meters)                     COMP
 DF4299  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DF4299  ELLIP HEIGHT-         196.27  (meters)          (02/03/05) GPS OBS
 DF4299  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 DF4299
 DF4299  HORZ ORDER  -  FIRST
 DF4299  ELLP ORDER  -  FOURTH    CLASS II
 DF4299
 DF4299.The horizontal coordinates were established by GPS observations
 DF4299.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4299
 DF4299.The orthometric height was determined by GPS observations and a
 DF4299.high-resolution geoid model.
 DF4299
 DF4299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4299
 DF4299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4299
 DF4299.The ellipsoidal height was determined by GPS observations
 DF4299.and is referenced to NAD 83.
 DF4299
 DF4299.The geoid height was determined by GEOID03.
 DF4299
 DF4299;                    North         East     Units Scale Factor Converg.
 DF4299;SPC IL E     -   444,584.986   275,678.575   MT  0.99998228   -0 11 14.9
 DF4299;SPC IL E     - 1,458,609.24    904,455.46   sFT  0.99998228   -0 11 14.9
 DF4299;UTM  16      - 4,503,537.398   362,994.396   MT  0.99983104   -1 03 23.7
 DF4299
 DF4299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4299!SPC IL E     -   0.99996921  x   0.99998228  =   0.99995149
 DF4299!UTM  16      -   0.99996921  x   0.99983104  =   0.99980026
 DF4299
 DF4299                          SUPERSEDED SURVEY CONTROL
 DF4299
 DF4299  ELLIP H (03/04/03)  196.26   (m)                       GP(       ) 4 2
 DF4299
 DF4299.Superseded values are not recommended for survey control.
 DF4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4299.See file dsdata.txt to determine how the superseded data were derived.
 DF4299
 DF4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6299403537(NAD 83)
 DF4299_MARKER: I = METAL ROD
 DF4299_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4299_STAMPING: DISTRICT 3 I.D.O.T. NO. 1751
 DF4299_MARK LOGO: ASCPC 
 DF4299_PROJECTION: RECESSED 8 CENTIMETERS
 DF4299_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4299+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4299_ROD/PIPE-DEPTH:  4.9 meters
 DF4299_SLEEVE-DEPTH  :  0.8 meters
 DF4299
 DF4299  HISTORY     - Date     Condition        Report By
 DF4299  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4299
 DF4299                          STATION DESCRIPTION
 DF4299
 DF4299'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4299'SET POINT +/- 5 MILES SOUTH OF WESTON IN W ROW OF CH 13 BETWEEN POWER
 DF4299'POLES AT CURVE, 66.4 W OF CH 13 CENTERLINE, 125.7 FT S OF P.P., 155.2
 DF4299'FT N OF P.P.,
 DF4299'S OF FIELD ENT
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299' 
 DF4299'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4300 ***********************************************************************
 DF4300  DESIGNATION -  IL DOT DISTRICT 3 GPS 1752
 DF4300  PID         -  DF4300
 DF4300  STATE/COUNTY-  IL/MCLEAN
 DF4300  USGS QUAD   -  COLFAX (1986)
 DF4300
 DF4300                         *CURRENT SURVEY CONTROL
 DF4300  ___________________________________________________________________
 DF4300* NAD 83(1997)-  40 34 23.41276(N)    088 31 46.42060(W)     ADJUSTED  
 DF4300* NAVD 88     -       234.8    (meters)     770.     (feet)  GPS OBS   
 DF4300  ___________________________________________________________________
 DF4300  X           -     124,500.561 (meters)                     COMP
 DF4300  Y           -  -4,850,110.646 (meters)                     COMP
 DF4300  Z           -   4,126,666.880 (meters)                     COMP
 DF4300  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 DF4300  ELLIP HEIGHT-         202.83  (meters)          (02/03/05) GPS OBS
 DF4300  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 DF4300
 DF4300  HORZ ORDER  -  FIRST
 DF4300  ELLP ORDER  -  FOURTH    CLASS II
 DF4300
 DF4300.The horizontal coordinates were established by GPS observations
 DF4300.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4300
 DF4300.The orthometric height was determined by GPS observations and a
 DF4300.high-resolution geoid model.
 DF4300
 DF4300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4300
 DF4300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4300
 DF4300.The ellipsoidal height was determined by GPS observations
 DF4300.and is referenced to NAD 83.
 DF4300
 DF4300.The geoid height was determined by GEOID03.
 DF4300
 DF4300;                    North         East     Units Scale Factor Converg.
 DF4300;SPC IL E     -   433,662.132   283,384.692   MT  0.99997840   -0 07 39.5
 DF4300;SPC IL E     - 1,422,773.18    929,737.94   sFT  0.99997840   -0 07 39.5
 DF4300;UTM  16      - 4,492,500.811   370,532.894   MT  0.99980632   -0 59 42.0
 DF4300
 DF4300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4300!SPC IL E     -   0.99996818  x   0.99997840  =   0.99994658
 DF4300!UTM  16      -   0.99996818  x   0.99980632  =   0.99977451
 DF4300
 DF4300                          SUPERSEDED SURVEY CONTROL
 DF4300
 DF4300.No superseded survey control is available for this station.
 DF4300
 DF4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK7053392501(NAD 83)
 DF4300_MARKER: I = METAL ROD
 DF4300_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4300_STAMPING: DISTRICT 3 I.D.O.T. NO. 1752
 DF4300_MARK LOGO: ASCPC 
 DF4300_PROJECTION: RECESSED 5 CENTIMETERS
 DF4300_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4300+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4300_ROD/PIPE-DEPTH:  6.1 meters
 DF4300_SLEEVE-DEPTH  :  0.8 meters
 DF4300
 DF4300  HISTORY     - Date     Condition        Report By
 DF4300  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4300
 DF4300                          STATION DESCRIPTION
 DF4300
 DF4300'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4300'SET POINT AT 1ST CURVE E OF ANCHOR.  7.2 FT NE OF ROW MARKER, 51.5 FT
 DF4300'NW
 DF4300'OF RR CENTERLINE, 34.5 FT N OF 2000N CENTERLINE.
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300' 
 DF4300'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4301 ***********************************************************************
 DF4301  DESIGNATION -  IL DOT DISTRICT 3 GPS 1753
 DF4301  PID         -  DF4301
 DF4301  STATE/COUNTY-  IL/MCLEAN
 DF4301  USGS QUAD   -  COOKSVILLE (1986)
 DF4301
 DF4301                         *CURRENT SURVEY CONTROL
 DF4301  ___________________________________________________________________
 DF4301* NAD 83(1997)-  40 33 49.98859(N)    088 37 56.49155(W)     ADJUSTED  
 DF4301* NAVD 88     -       228.2    (meters)     749.     (feet)  GPS OBS   
 DF4301  ___________________________________________________________________
 DF4301  X           -     115,814.399 (meters)                     COMP
 DF4301  Y           -  -4,850,991.467 (meters)                     COMP
 DF4301  Z           -   4,125,879.313 (meters)                     COMP
 DF4301  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DF4301  ELLIP HEIGHT-         196.12  (meters)          (02/03/05) GPS OBS
 DF4301  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 DF4301
 DF4301  HORZ ORDER  -  FIRST
 DF4301  ELLP ORDER  -  FOURTH    CLASS II
 DF4301
 DF4301.The horizontal coordinates were established by GPS observations
 DF4301.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4301
 DF4301.The orthometric height was determined by GPS observations and a
 DF4301.high-resolution geoid model.
 DF4301
 DF4301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4301
 DF4301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4301
 DF4301.The ellipsoidal height was determined by GPS observations
 DF4301.and is referenced to NAD 83.
 DF4301
 DF4301.The geoid height was determined by GEOID03.
 DF4301
 DF4301;                    North         East     Units Scale Factor Converg.
 DF4301;SPC IL E     -   432,655.622   274,676.959   MT  0.99998289   -0 11 40.0
 DF4301;SPC IL E     - 1,419,470.99    901,169.32   sFT  0.99998289   -0 11 40.0
 DF4301;UTM  16      - 4,491,626.361   361,812.319   MT  0.99983505   -1 03 42.1
 DF4301
 DF4301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4301!SPC IL E     -   0.99996924  x   0.99998289  =   0.99995213
 DF4301!UTM  16      -   0.99996924  x   0.99983505  =   0.99980429
 DF4301
 DF4301                          SUPERSEDED SURVEY CONTROL
 DF4301
 DF4301  ELLIP H (03/04/03)  196.10   (m)                       GP(       ) 4 2
 DF4301
 DF4301.Superseded values are not recommended for survey control.
 DF4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4301.See file dsdata.txt to determine how the superseded data were derived.
 DF4301
 DF4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK6181291626(NAD 83)
 DF4301_MARKER: I = METAL ROD
 DF4301_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4301_STAMPING: DISTRICT 3 I.D.O.T. NO. 1753
 DF4301_MARK LOGO: ASCPC 
 DF4301_PROJECTION: RECESSED 10 CENTIMETERS
 DF4301_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4301+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4301_ROD/PIPE-DEPTH:  3.7 meters
 DF4301_SLEEVE-DEPTH  :  0.8 meters
 DF4301
 DF4301  HISTORY     - Date     Condition        Report By
 DF4301  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4301
 DF4301                          STATION DESCRIPTION
 DF4301
 DF4301'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4301'SET POINT W OF COLFAX AT INT OF CR15 (3300E) AND RT 165 IN GRASSY
 DF4301'TRIANGLE
 DF4301'SE OF CURVE, 76.5 FT E OF RT 165 CENTERLINE, 55.8 FT W OF CR 15, 30.7
 DF4301'FT W OF
 DF4301'CR 15 SIGN.
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301' 
 DF4301'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4302 ***********************************************************************
 DF4302  DESIGNATION -  IL DOT DISTRICT 3 GPS 1757
 DF4302  PID         -  DF4302
 DF4302  STATE/COUNTY-  IL/MCLEAN
 DF4302  USGS QUAD   -  COOKSVILLE (1986)
 DF4302
 DF4302                         *CURRENT SURVEY CONTROL
 DF4302  ___________________________________________________________________
 DF4302* NAD 83(1997)-  40 33 33.30779(N)    088 42 58.53667(W)     ADJUSTED  
 DF4302* NAVD 88     -       231.2    (meters)     759.     (feet)  GPS OBS   
 DF4302  ___________________________________________________________________
 DF4302  X           -     108,718.247 (meters)                     COMP
 DF4302  Y           -  -4,851,492.701 (meters)                     COMP
 DF4302  Z           -   4,125,490.401 (meters)                     COMP
 DF4302  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DF4302  ELLIP HEIGHT-         199.19  (meters)          (02/03/05) GPS OBS
 DF4302  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DF4302
 DF4302  HORZ ORDER  -  FIRST
 DF4302  ELLP ORDER  -  FOURTH    CLASS II
 DF4302
 DF4302.The horizontal coordinates were established by GPS observations
 DF4302.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4302
 DF4302.The orthometric height was determined by GPS observations and a
 DF4302.high-resolution geoid model.
 DF4302
 DF4302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4302
 DF4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4302
 DF4302.The ellipsoidal height was determined by GPS observations
 DF4302.and is referenced to NAD 83.
 DF4302
 DF4302.The geoid height was determined by GEOID03.
 DF4302
 DF4302;                    North         East     Units Scale Factor Converg.
 DF4302;SPC IL E     -   432,168.595   267,569.496   MT  0.99998794   -0 14 56.4
 DF4302;SPC IL E     - 1,417,873.13    877,850.92   sFT  0.99998794   -0 14 56.4
 DF4302;UTM  16      - 4,491,247.013   354,699.280   MT  0.99985988   -1 06 58.2
 DF4302
 DF4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4302!SPC IL E     -   0.99996875  x   0.99998794  =   0.99995669
 DF4302!UTM  16      -   0.99996875  x   0.99985988  =   0.99982864
 DF4302
 DF4302                          SUPERSEDED SURVEY CONTROL
 DF4302
 DF4302  ELLIP H (03/04/03)  199.17   (m)                       GP(       ) 4 2
 DF4302
 DF4302.Superseded values are not recommended for survey control.
 DF4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4302.See file dsdata.txt to determine how the superseded data were derived.
 DF4302
 DF4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5469991247(NAD 83)
 DF4302_MARKER: I = METAL ROD
 DF4302_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4302_STAMPING: DISTRICT 3 I.D.O.T. NO. 1757
 DF4302_MARK LOGO: ASCPC 
 DF4302_PROJECTION: RECESSED 8 CENTIMETERS
 DF4302_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4302+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4302_ROD/PIPE-DEPTH:  6.1 meters
 DF4302_SLEEVE-DEPTH  :  0.8 meters
 DF4302
 DF4302  HISTORY     - Date     Condition        Report By
 DF4302  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4302
 DF4302                          STATION DESCRIPTION
 DF4302
 DF4302'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4302'SET POINT 1 MILE N OF COOKSVILLE IN GRASSY TRIANGLE AT INT OF 1900N
 DF4302'RD,
 DF4302'2850E RD AND RT 165, 59.3 FT NW OF CENTERLINE OF RT 165, 45.5 FT S OF
 DF4302'1900N
 DF4302'RD, 164.1 FT E OF 2850E RD CENTERLINE.
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302' 
 DF4302'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4303 ***********************************************************************
 DF4303  DESIGNATION -  IL DOT DISTRICT 3 GPS 1764
 DF4303  PID         -  DF4303
 DF4303  STATE/COUNTY-  IL/MCLEAN
 DF4303  USGS QUAD   -  GRIDLEY (1981)
 DF4303
 DF4303                         *CURRENT SURVEY CONTROL
 DF4303  ___________________________________________________________________
 DF4303* NAD 83(1997)-  40 39 22.72090(N)    088 53 59.23283(W)     ADJUSTED  
 DF4303* NAVD 88     -       223.1    (meters)     732.     (feet)  GPS OBS   
 DF4303  ___________________________________________________________________
 DF4303  X           -      93,042.856 (meters)                     COMP
 DF4303  Y           -  -4,844,795.730 (meters)                     COMP
 DF4303  Z           -   4,133,667.859 (meters)                     COMP
 DF4303  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DF4303  ELLIP HEIGHT-         191.02  (meters)          (02/03/05) GPS OBS
 DF4303  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 DF4303
 DF4303  HORZ ORDER  -  FIRST
 DF4303  ELLP ORDER  -  FOURTH    CLASS II
 DF4303
 DF4303.The horizontal coordinates were established by GPS observations
 DF4303.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4303
 DF4303.The orthometric height was determined by GPS observations and a
 DF4303.high-resolution geoid model.
 DF4303
 DF4303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4303
 DF4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4303
 DF4303.The ellipsoidal height was determined by GPS observations
 DF4303.and is referenced to NAD 83.
 DF4303
 DF4303.The geoid height was determined by GEOID03.
 DF4303
 DF4303;                    North         East     Units Scale Factor Converg.
 DF4303;SPC IL E     -   443,030.210   252,095.704   MT  1.00000324   -0 22 08.6
 DF4303;SPC IL E     - 1,453,508.28    827,083.99   sFT  1.00000324   -0 22 08.6
 DF4303;UTM  16      - 4,502,340.623   339,393.453   MT  0.99991750   -1 14 16.8
 DF4303
 DF4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4303!SPC IL E     -   0.99997004  x   1.00000324  =   0.99997328
 DF4303!UTM  16      -   0.99997004  x   0.99991750  =   0.99988754
 DF4303
 DF4303                          SUPERSEDED SURVEY CONTROL
 DF4303
 DF4303  ELLIP H (03/04/03)  191.01   (m)                       GP(       ) 4 2
 DF4303
 DF4303.Superseded values are not recommended for survey control.
 DF4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4303.See file dsdata.txt to determine how the superseded data were derived.
 DF4303
 DF4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3939302341(NAD 83)
 DF4303_MARKER: I = METAL ROD
 DF4303_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4303_STAMPING: DISTRICT 3 I.D.O.T. NO. 1764
 DF4303_MARK LOGO: ASCPC 
 DF4303_PROJECTION: RECESSED 8 CENTIMETERS
 DF4303_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4303+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4303_ROD/PIPE-DEPTH:  3.0 meters
 DF4303_SLEEVE-DEPTH  :  0.8 meters
 DF4303
 DF4303  HISTORY     - Date     Condition        Report By
 DF4303  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4303
 DF4303                          STATION DESCRIPTION
 DF4303
 DF4303'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4303'SET POINT +/- 5.7 MILES W OF LEXINGTON IN SW QUAD OF INT OF CR 8 AND
 DF4303'CR 29,
 DF4303'57.7 FT S OF CR 8 CENTERLINE, 119.7 FT W OF CR 29 CENTERLINE.
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303' 
 DF4303'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4304 ***********************************************************************
 DF4304  DESIGNATION -  IL DOT DISTRICT 3 GPS 1771
 DF4304  PID         -  DF4304
 DF4304  STATE/COUNTY-  IL/WOODFORD
 DF4304  USGS QUAD   -  EL PASO (1995)
 DF4304
 DF4304                         *CURRENT SURVEY CONTROL
 DF4304  ___________________________________________________________________
 DF4304* NAD 83(1997)-  40 40 39.65919(N)    089 05 59.50904(W)     ADJUSTED  
 DF4304* NAVD 88     -       221.6    (meters)     727.     (feet)  GPS OBS   
 DF4304  ___________________________________________________________________
 DF4304  X           -      76,099.992 (meters)                     COMP
 DF4304  Y           -  -4,843,543.437 (meters)                     COMP
 DF4304  Z           -   4,135,467.012 (meters)                     COMP
 DF4304  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DF4304  ELLIP HEIGHT-         189.40  (meters)          (02/03/05) GPS OBS
 DF4304  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DF4304
 DF4304  HORZ ORDER  -  FIRST
 DF4304  ELLP ORDER  -  FOURTH    CLASS II
 DF4304
 DF4304.The horizontal coordinates were established by GPS observations
 DF4304.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4304
 DF4304.The orthometric height was determined by GPS observations and a
 DF4304.high-resolution geoid model.
 DF4304
 DF4304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4304
 DF4304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4304
 DF4304.The ellipsoidal height was determined by GPS observations
 DF4304.and is referenced to NAD 83.
 DF4304
 DF4304.The geoid height was determined by GEOID03.
 DF4304
 DF4304;                    North         East     Units Scale Factor Converg.
 DF4304;SPC IL W     -   445,781.377   790,186.973   MT  1.00004126   +0 41 43.4
 DF4304;SPC IL W     - 1,462,534.40  2,592,471.76   sFT  1.00004126   +0 41 43.4
 DF4304;UTM  16      - 4,505,098.017   322,534.705   MT  0.99998766   -1 22 08.6
 DF4304
 DF4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4304!SPC IL W     -   0.99997029  x   1.00004126  =   1.00001155
 DF4304!UTM  16      -   0.99997029  x   0.99998766  =   0.99995795
 DF4304
 DF4304                          SUPERSEDED SURVEY CONTROL
 DF4304
 DF4304.No superseded survey control is available for this station.
 DF4304
 DF4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2253505098(NAD 83)
 DF4304_MARKER: I = METAL ROD
 DF4304_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4304_STAMPING: DISTRICT 3 I.D.O.T. NO. 1771
 DF4304_MARK LOGO: ASCPC 
 DF4304_PROJECTION: RECESSED 5 CENTIMETERS
 DF4304_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4304+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4304_ROD/PIPE-DEPTH:  3.7 meters
 DF4304_SLEEVE-DEPTH  :  0.8 meters
 DF4304
 DF4304  HISTORY     - Date     Condition        Report By
 DF4304  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4304
 DF4304                          STATION DESCRIPTION
 DF4304
 DF4304'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4304'SET POINT +/- 4.5 MILES W OF KAPPA IN THE NW QUAD OF INT OF CR 9 AND
 DF4304'CR 7
 DF4304'AND CR2300E, 55.4 FT W OF CENTERLINE OF CR 2300, 83.3 FT N OF CR 7
 DF4304'CENTERLINE.
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304' 
 DF4304'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4305 ***********************************************************************
 DF4305  DESIGNATION -  IL DOT DISTRICT 3 GPS 1774
 DF4305  PID         -  DF4305
 DF4305  STATE/COUNTY-  IL/WOODFORD
 DF4305  USGS QUAD   -  SECOR (1970)
 DF4305
 DF4305                         *CURRENT SURVEY CONTROL
 DF4305  ___________________________________________________________________
 DF4305* NAD 83(1997)-  40 44 05.91579(N)    089 09 26.56452(W)     ADJUSTED  
 DF4305* NAVD 88     -       225.6    (meters)     740.     (feet)  GPS OBS   
 DF4305  ___________________________________________________________________
 DF4305  X           -      71,176.865 (meters)                     COMP
 DF4305  Y           -  -4,839,471.240 (meters)                     COMP
 DF4305  Z           -   4,140,292.732 (meters)                     COMP
 DF4305  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DF4305  ELLIP HEIGHT-         193.27  (meters)          (02/03/05) GPS OBS
 DF4305  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DF4305
 DF4305  HORZ ORDER  -  FIRST
 DF4305  ELLP ORDER  -  FOURTH    CLASS II
 DF4305
 DF4305.The horizontal coordinates were established by GPS observations
 DF4305.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4305
 DF4305.The orthometric height was determined by GPS observations and a
 DF4305.high-resolution geoid model.
 DF4305
 DF4305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4305
 DF4305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4305
 DF4305.The ellipsoidal height was determined by GPS observations
 DF4305.and is referenced to NAD 83.
 DF4305
 DF4305.The geoid height was determined by GEOID03.
 DF4305
 DF4305;                    North         East     Units Scale Factor Converg.
 DF4305;SPC IL W     -   452,086.068   785,251.473   MT  1.00003060   +0 39 31.2
 DF4305;SPC IL W     - 1,483,219.04  2,576,279.21   sFT  1.00003060   +0 39 31.2
 DF4305;UTM  16      - 4,511,576.264   317,829.841   MT  1.00000848   -1 24 29.5
 DF4305
 DF4305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4305!SPC IL W     -   0.99996968  x   1.00003060  =   1.00000028
 DF4305!UTM  16      -   0.99996968  x   1.00000848  =   0.99997816
 DF4305
 DF4305                          SUPERSEDED SURVEY CONTROL
 DF4305
 DF4305  ELLIP H (03/04/03)  193.28   (m)                       GP(       ) 4 2
 DF4305
 DF4305.Superseded values are not recommended for survey control.
 DF4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4305.See file dsdata.txt to determine how the superseded data were derived.
 DF4305
 DF4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1783011576(NAD 83)
 DF4305_MARKER: I = METAL ROD
 DF4305_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4305_STAMPING: DISTRICT 3 I.D.O.T. NO. 1774
 DF4305_MARK LOGO: ASCPC 
 DF4305_PROJECTION: RECESSED 5 CENTIMETERS
 DF4305_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4305+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4305_ROD/PIPE-DEPTH:  3.7 meters
 DF4305_SLEEVE-DEPTH  :  0.8 meters
 DF4305
 DF4305  HISTORY     - Date     Condition        Report By
 DF4305  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4305
 DF4305                          STATION DESCRIPTION
 DF4305
 DF4305'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4305'SET POINT +/- 1 MILE W AND 0.5 MILES S OF SECOR IN SW QUAD OF INT OF
 DF4305'IL RT 24 AND 2000E (WOODFORD CNTY RD 7), 116 FT S OF US 24 CENTERLINE,
 DF4305'31 FT W OF CR 7.
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305' 
 DF4305'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4306 ***********************************************************************
 DF4306  DESIGNATION -  IL DOT DISTRICT 3 GPS 1874
 DF4306  PID         -  DF4306
 DF4306  STATE/COUNTY-  IL/IROQUOIS
 DF4306  USGS QUAD   -  BEAVERVILLE (1977)
 DF4306
 DF4306                         *CURRENT SURVEY CONTROL
 DF4306  ___________________________________________________________________
 DF4306* NAD 83(1997)-  40 53 24.87743(N)    087 43 52.71714(W)     ADJUSTED  
 DF4306* NAVD 88     -       190.1    (meters)     624.     (feet)  GPS OBS   
 DF4306  ___________________________________________________________________
 DF4306  X           -     191,147.658 (meters)                     COMP
 DF4306  Y           -  -4,824,912.767 (meters)                     COMP
 DF4306  Z           -   4,153,319.521 (meters)                     COMP
 DF4306  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DF4306  ELLIP HEIGHT-         157.25  (meters)          (02/03/05) GPS OBS
 DF4306  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 DF4306
 DF4306  HORZ ORDER  -  FIRST
 DF4306  ELLP ORDER  -  FOURTH    CLASS II
 DF4306
 DF4306.The horizontal coordinates were established by GPS observations
 DF4306.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4306
 DF4306.The orthometric height was determined by GPS observations and a
 DF4306.high-resolution geoid model.
 DF4306
 DF4306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4306
 DF4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4306
 DF4306.The ellipsoidal height was determined by GPS observations
 DF4306.and is referenced to NAD 83.
 DF4306
 DF4306.The geoid height was determined by GEOID03.
 DF4306
 DF4306;                    North         East     Units Scale Factor Converg.
 DF4306;SPC IL E     -   469,027.839   350,734.114   MT  1.00000667   +0 23 38.8
 DF4306;SPC IL E     - 1,538,802.17  1,150,700.17   sFT  1.00000667   +0 23 38.8
 DF4306;UTM  16      - 4,526,830.570   438,393.527   MT  0.99964671   -0 28 43.5
 DF4306
 DF4306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4306!SPC IL E     -   0.99997533  x   1.00000667  =   0.99998200
 DF4306!UTM  16      -   0.99997533  x   0.99964671  =   0.99962205
 DF4306
 DF4306                          SUPERSEDED SURVEY CONTROL
 DF4306
 DF4306  ELLIP H (03/04/03)  157.23   (m)                       GP(       ) 4 2
 DF4306
 DF4306.Superseded values are not recommended for survey control.
 DF4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4306.See file dsdata.txt to determine how the superseded data were derived.
 DF4306
 DF4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3839426831(NAD 83)
 DF4306_MARKER: I = METAL ROD
 DF4306_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4306_STAMPING: DISTRICT 3 I.D.O.T. NO. 1874
 DF4306_MARK LOGO: ASCPC 
 DF4306_PROJECTION: RECESSED 10 CENTIMETERS
 DF4306_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4306+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4306_ROD/PIPE-DEPTH:  4.9 meters
 DF4306_SLEEVE-DEPTH  :  0.8 meters
 DF4306
 DF4306  HISTORY     - Date     Condition        Report By
 DF4306  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4306
 DF4306                          STATION DESCRIPTION
 DF4306
 DF4306'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4306'SET POINT +/- 1.5 MILES S OF MARTINTON IN NW QUAD OF INT OF US
 DF4306'RT 52 AND IL RT 1, 97 FT N OF RT 52 CENTERLINE, 90 FT W OF RT 1
 DF4306'CENTERLINE, 76.3 FT S OF P.P.
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306' 
 DF4306'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4307 ***********************************************************************
 DF4307  DESIGNATION -  IL DOT DISTRICT 3 GPS 1891
 DF4307  PID         -  DF4307
 DF4307  STATE/COUNTY-  IL/KANKAKEE
 DF4307  USGS QUAD   -  PIPER CITY NE (1986)
 DF4307
 DF4307                         *CURRENT SURVEY CONTROL
 DF4307  ___________________________________________________________________
 DF4307* NAD 83(1997)-  40 59 55.59807(N)    088 04 30.13788(W)     ADJUSTED  
 DF4307* NAVD 88     -       213.1    (meters)     699.     (feet)  GPS OBS   
 DF4307  ___________________________________________________________________
 DF4307  X           -     161,934.115 (meters)                     COMP
 DF4307  Y           -  -4,818,095.951 (meters)                     COMP
 DF4307  Z           -   4,162,439.237 (meters)                     COMP
 DF4307  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DF4307  ELLIP HEIGHT-         180.66  (meters)          (02/03/05) GPS OBS
 DF4307  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DF4307
 DF4307  HORZ ORDER  -  FIRST
 DF4307  ELLP ORDER  -  FOURTH    CLASS II
 DF4307
 DF4307.The horizontal coordinates were established by GPS observations
 DF4307.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4307
 DF4307.The orthometric height was determined by GPS observations and a
 DF4307.high-resolution geoid model.
 DF4307
 DF4307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4307
 DF4307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4307
 DF4307.The ellipsoidal height was determined by GPS observations
 DF4307.and is referenced to NAD 83.
 DF4307
 DF4307.The geoid height was determined by GEOID03.
 DF4307
 DF4307;                    North         East     Units Scale Factor Converg.
 DF4307;SPC IL E     -   480,938.144   321,731.569   MT  0.99998081   +0 10 10.0
 DF4307;SPC IL E     - 1,577,877.89  1,055,547.66   sFT  0.99998081   +0 10 10.0
 DF4307;UTM  16      - 4,539,177.831   409,585.212   MT  0.99970061   -0 42 19.1
 DF4307
 DF4307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4307!SPC IL E     -   0.99997166  x   0.99998081  =   0.99995247
 DF4307!UTM  16      -   0.99997166  x   0.99970061  =   0.99967228
 DF4307
 DF4307                          SUPERSEDED SURVEY CONTROL
 DF4307
 DF4307.No superseded survey control is available for this station.
 DF4307
 DF4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0958539178(NAD 83)
 DF4307_MARKER: I = METAL ROD
 DF4307_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4307_STAMPING: DISTRICT 3 I.D.O.T. NO. 1891
 DF4307_MARK LOGO: ASCPC 
 DF4307_PROJECTION: RECESSED 10 CENTIMETERS
 DF4307_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4307+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4307_ROD/PIPE-DEPTH:  3.7 meters
 DF4307_SLEEVE-DEPTH  :  0.8 meters
 DF4307
 DF4307  HISTORY     - Date     Condition        Report By
 DF4307  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4307
 DF4307                          STATION DESCRIPTION
 DF4307
 DF4307'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4307'SET POINT 3 MILES S AND 1 MILE E OF HERSCHER IN NW QUAD OF INT OF
 DF4307'11000W RD AND CR 37 (8000S) IN GRASSY ROW UTILITY AREA OCCUPIED
 DF4307'BY GAS VALVE.  30.6 FT W OF 11000W RD CENTERLINE, 60.5 FT N OF CR 37
 DF4307'CENTERLINE, 71.4 FT E/NE OF GAS VALVE.
 DF4307' 
 DF4307' 
 DF4307' 
 DF4307' 
 DF4307' 
 DF4307' 
 DF4307' 
 DF4307' 
 DF4307' 
 DF4307' 
 DF4307'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4308 ***********************************************************************
 DF4308  DESIGNATION -  IL DOT DISTRICT 3 GPS 1895
 DF4308  PID         -  DF4308
 DF4308  STATE/COUNTY-  IL/IROQUOIS
 DF4308  USGS QUAD   -  PIPER CITY NE (1986)
 DF4308
 DF4308                         *CURRENT SURVEY CONTROL
 DF4308  ___________________________________________________________________
 DF4308* NAD 83(1997)-  40 52 51.75211(N)    088 05 28.24252(W)     ADJUSTED  
 DF4308* NAVD 88     -       200.6    (meters)     658.     (feet)  GPS OBS   
 DF4308  ___________________________________________________________________
 DF4308  X           -     160,861.924 (meters)                     COMP
 DF4308  Y           -  -4,826,694.947 (meters)                     COMP
 DF4308  Z           -   4,152,554.153 (meters)                     COMP
 DF4308  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DF4308  ELLIP HEIGHT-         168.22  (meters)          (02/03/05) GPS OBS
 DF4308  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 DF4308
 DF4308  HORZ ORDER  -  FIRST
 DF4308  ELLP ORDER  -  FOURTH    CLASS II
 DF4308
 DF4308.The horizontal coordinates were established by GPS observations
 DF4308.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4308
 DF4308.The orthometric height was determined by GPS observations and a
 DF4308.high-resolution geoid model.
 DF4308
 DF4308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4308
 DF4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4308
 DF4308.The ellipsoidal height was determined by GPS observations
 DF4308.and is referenced to NAD 83.
 DF4308
 DF4308.The geoid height was determined by GEOID03.
 DF4308
 DF4308;                    North         East     Units Scale Factor Converg.
 DF4308;SPC IL E     -   467,859.770   320,409.828   MT  0.99998013   +0 09 30.6
 DF4308;SPC IL E     - 1,534,969.93  1,051,211.24   sFT  0.99998013   +0 09 30.6
 DF4308;UTM  16      - 4,526,124.764   408,064.616   MT  0.99970403   -0 42 51.2
 DF4308
 DF4308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4308!SPC IL E     -   0.99997361  x   0.99998013  =   0.99995374
 DF4308!UTM  16      -   0.99997361  x   0.99970403  =   0.99967765
 DF4308
 DF4308                          SUPERSEDED SURVEY CONTROL
 DF4308
 DF4308  ELLIP H (03/04/03)  168.20   (m)                       GP(       ) 4 2
 DF4308
 DF4308.Superseded values are not recommended for survey control.
 DF4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4308.See file dsdata.txt to determine how the superseded data were derived.
 DF4308
 DF4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0806526125(NAD 83)
 DF4308_MARKER: I = METAL ROD
 DF4308_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4308_STAMPING: DISTRICT 3 I.D.O.T. NO. 1895
 DF4308_MARK LOGO: ASCPC 
 DF4308_PROJECTION: RECESSED 10 CENTIMETERS
 DF4308_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4308+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4308_ROD/PIPE-DEPTH:  4.9 meters
 DF4308_SLEEVE-DEPTH  :  0.8 meters
 DF4308
 DF4308  HISTORY     - Date     Condition        Report By
 DF4308  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4308
 DF4308                          STATION DESCRIPTION
 DF4308
 DF4308'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4308'SET POINT +/- 7 MILES W OF ASHKUM IN SE QUAD OF INT OF RT 116 AND
 DF4308'200E RD ( LAHOGUE RD), 103.3 FT E OF 200E RD CENTERLINE, 61.9 FT S OF
 DF4308'RT 116, 59.3 FT W OF P.P. OF WEST BANK OF DRAINAGE DITCH.
 DF4308' 
 DF4308' 
 DF4308' 
 DF4308' 
 DF4308' 
 DF4308' 
 DF4308' 
 DF4308' 
 DF4308' 
 DF4308' 
 DF4308'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4309 ***********************************************************************
 DF4309  DESIGNATION -  IL DOT DISTRICT 3 GPS 1904
 DF4309  PID         -  DF4309
 DF4309  STATE/COUNTY-  IL/LIVINGSTON
 DF4309  USGS QUAD   -  SAUNEMIN (1983)
 DF4309
 DF4309                         *CURRENT SURVEY CONTROL
 DF4309  ___________________________________________________________________
 DF4309* NAD 83(1997)-  40 56 03.75085(N)    088 24 55.82307(W)     ADJUSTED  
 DF4309* NAVD 88     -       223.8    (meters)     734.     (feet)  GPS OBS   
 DF4309  ___________________________________________________________________
 DF4309  X           -     133,430.792 (meters)                     COMP
 DF4309  Y           -  -4,823,668.753 (meters)                     COMP
 DF4309  Z           -   4,157,045.786 (meters)                     COMP
 DF4309  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DF4309  ELLIP HEIGHT-         191.59  (meters)          (02/03/05) GPS OBS
 DF4309  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 DF4309
 DF4309  HORZ ORDER  -  FIRST
 DF4309  ELLP ORDER  -  FOURTH    CLASS II
 DF4309
 DF4309.The horizontal coordinates were established by GPS observations
 DF4309.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4309
 DF4309.The orthometric height was determined by GPS observations and a
 DF4309.high-resolution geoid model.
 DF4309
 DF4309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4309
 DF4309.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4309
 DF4309.The ellipsoidal height was determined by GPS observations
 DF4309.and is referenced to NAD 83.
 DF4309
 DF4309.The geoid height was determined by GEOID03.
 DF4309
 DF4309;                    North         East     Units Scale Factor Converg.
 DF4309;SPC IL E     -   473,757.386   293,079.673   MT  0.99997559   -0 03 13.8
 DF4309;SPC IL E     - 1,554,319.02    961,545.56   sFT  0.99997559   -0 03 13.8
 DF4309;UTM  16      - 4,532,436.692   380,834.007   MT  0.99977478   -0 55 39.1
 DF4309
 DF4309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4309!SPC IL E     -   0.99996995  x   0.99997559  =   0.99994554
 DF4309!UTM  16      -   0.99996995  x   0.99977478  =   0.99974473
 DF4309
 DF4309                          SUPERSEDED SURVEY CONTROL
 DF4309
 DF4309.No superseded survey control is available for this station.
 DF4309
 DF4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8083432437(NAD 83)
 DF4309_MARKER: I = METAL ROD
 DF4309_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4309_STAMPING: DISTRICT 3 I.D.O.T. NO. 1904
 DF4309_MARK LOGO: ASCPC 
 DF4309_PROJECTION: RECESSED 13 CENTIMETERS
 DF4309_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4309+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4309_ROD/PIPE-DEPTH:  4.9 meters
 DF4309_SLEEVE-DEPTH  :  0.8 meters
 DF4309
 DF4309  HISTORY     - Date     Condition        Report By
 DF4309  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4309
 DF4309                          STATION DESCRIPTION
 DF4309
 DF4309'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4309'SET POINT +/- 3.5 MILES N OF SAUNEMIN IN SW QUAD OF INT OF IL RT 47
 DF4309'AND
 DF4309'E2100N RD, 33.5 FT S OF E2100N RD CENTERLINE, 93.9 FT W OF RT 47
 DF4309'CENTERLINE.
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309' 
 DF4309'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4310 ***********************************************************************
 DF4310  DESIGNATION -  IL DOT DISTRICT 3 GPS 1914
 DF4310  PID         -  DF4310
 DF4310  STATE/COUNTY-  IL/LIVINGSTON
 DF4310  USGS QUAD   -  NORTHWEST PONTIAC (1983)
 DF4310
 DF4310                         *CURRENT SURVEY CONTROL
 DF4310  ___________________________________________________________________
 DF4310* NAD 83(1997)-  40 59 23.28474(N)    088 38 37.04559(W)     ADJUSTED  
 DF4310* NAVD 88     -       206.0    (meters)     676.     (feet)  GPS OBS   
 DF4310  ___________________________________________________________________
 DF4310  X           -     114,128.997 (meters)                     COMP
 DF4310  Y           -  -4,820,114.166 (meters)                     COMP
 DF4310  Z           -   4,161,682.302 (meters)                     COMP
 DF4310  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DF4310  ELLIP HEIGHT-         173.73  (meters)          (02/03/05) GPS OBS
 DF4310  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 DF4310
 DF4310  HORZ ORDER  -  FIRST
 DF4310  ELLP ORDER  -  FOURTH    CLASS II
 DF4310
 DF4310.The horizontal coordinates were established by GPS observations
 DF4310.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4310
 DF4310.The orthometric height was determined by GPS observations and a
 DF4310.high-resolution geoid model.
 DF4310
 DF4310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4310
 DF4310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4310
 DF4310.The ellipsoidal height was determined by GPS observations
 DF4310.and is referenced to NAD 83.
 DF4310
 DF4310.The geoid height was determined by GEOID03.
 DF4310
 DF4310;                    North         East     Units Scale Factor Converg.
 DF4310;SPC IL E     -   479,955.597   273,890.267   MT  0.99998339   -0 12 12.7
 DF4310;SPC IL E     - 1,574,654.32    898,588.32   sFT  0.99998339   -0 12 12.7
 DF4310;UTM  16      - 4,538,925.829   361,744.734   MT  0.99983526   -1 04 41.7
 DF4310
 DF4310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4310!SPC IL E     -   0.99997275  x   0.99998339  =   0.99995614
 DF4310!UTM  16      -   0.99997275  x   0.99983526  =   0.99980801
 DF4310
 DF4310                          SUPERSEDED SURVEY CONTROL
 DF4310
 DF4310.No superseded survey control is available for this station.
 DF4310
 DF4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6174538926(NAD 83)
 DF4310_MARKER: I = METAL ROD
 DF4310_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4310_STAMPING: DISTRICT 3 I.D.O.T. NO. 1914
 DF4310_MARK LOGO: ASCPC 
 DF4310_PROJECTION: RECESSED 10 CENTIMETERS
 DF4310_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4310+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4310_ROD/PIPE-DEPTH:  3.7 meters
 DF4310_SLEEVE-DEPTH  :  0.8 meters
 DF4310
 DF4310  HISTORY     - Date     Condition        Report By
 DF4310  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4310
 DF4310                          STATION DESCRIPTION
 DF4310
 DF4310'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4310'SET POINT +/- 4.5 MILES E OF CORNELL IN SE QUAD OF INT OF RT 170 AND
 DF4310'2500N,
 DF4310'4 FT W OF FENCE, 17.9 FT S OF ROW MARKER, 74.6 FT E OF RT 170
 DF4310'CENTERLINE,
 DF4310'157.5 FT S OF 2500N.
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310' 
 DF4310'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4311 ***********************************************************************
 DF4311  DESIGNATION -  IL DOT DISTRICT 3 GPS 1921
 DF4311  PID         -  DF4311
 DF4311  STATE/COUNTY-  IL/LIVINGSTON
 DF4311  USGS QUAD   -  FLANAGAN NORTH (1983)
 DF4311
 DF4311                         *CURRENT SURVEY CONTROL
 DF4311  ___________________________________________________________________
 DF4311* NAD 83(1997)-  40 59 57.14971(N)    088 50 03.38559(W)     ADJUSTED  
 DF4311* NAVD 88     -       190.1    (meters)     624.     (feet)  GPS OBS   
 DF4311  ___________________________________________________________________
 DF4311  X           -      98,075.422 (meters)                     COMP
 DF4311  Y           -  -4,819,770.051 (meters)                     COMP
 DF4311  Z           -   4,162,460.366 (meters)                     COMP
 DF4311  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DF4311  ELLIP HEIGHT-         157.80  (meters)          (02/03/05) GPS OBS
 DF4311  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 DF4311
 DF4311  HORZ ORDER  -  FIRST
 DF4311  ELLP ORDER  -  FOURTH    CLASS II
 DF4311
 DF4311.The horizontal coordinates were established by GPS observations
 DF4311.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4311
 DF4311.The orthometric height was determined by GPS observations and a
 DF4311.high-resolution geoid model.
 DF4311
 DF4311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4311
 DF4311.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4311
 DF4311.The ellipsoidal height was determined by GPS observations
 DF4311.and is referenced to NAD 83.
 DF4311
 DF4311.The geoid height was determined by GEOID03.
 DF4311
 DF4311;                    North         East     Units Scale Factor Converg.
 DF4311;SPC IL E     -   481,074.747   257,853.757   MT  0.99999685   -0 19 43.1
 DF4311;SPC IL E     - 1,578,326.07    845,975.20   sFT  0.99999685   -0 19 43.1
 DF4311;UTM  16      - 4,540,289.529   345,729.199   MT  0.99989292   -1 12 13.0
 DF4311
 DF4311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4311!SPC IL E     -   0.99997525  x   0.99999685  =   0.99997210
 DF4311!UTM  16      -   0.99997525  x   0.99989292  =   0.99986817
 DF4311
 DF4311                          SUPERSEDED SURVEY CONTROL
 DF4311
 DF4311  ELLIP H (03/04/03)  157.81   (m)                       GP(       ) 4 2
 DF4311
 DF4311.Superseded values are not recommended for survey control.
 DF4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4311.See file dsdata.txt to determine how the superseded data were derived.
 DF4311
 DF4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4572940290(NAD 83)
 DF4311_MARKER: I = METAL ROD
 DF4311_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4311_STAMPING: DISTRICT 3 I.D.O.T. NO. 1921
 DF4311_MARK LOGO: ASCPC 
 DF4311_PROJECTION: RECESSED 8 CENTIMETERS
 DF4311_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4311+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4311_ROD/PIPE-DEPTH:  4.9 meters
 DF4311_SLEEVE-DEPTH  :  0.8 meters
 DF4311
 DF4311  HISTORY     - Date     Condition        Report By
 DF4311  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4311
 DF4311                          STATION DESCRIPTION
 DF4311
 DF4311'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4311'SET POINT +/- 3 MILES E OF LONGPOINT IN NW QUAD OF INT OF IL RT 23 AND
 DF4311'2550N RD, 23.5 FT E OF ORANGE TELEPHONE MARKER, 164.1 FT W OF RTE 23
 DF4311'CENTERLINE, 186.2 FT NW OF STOP SIGN.
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311' 
 DF4311'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4312 ***********************************************************************
 DF4312  DESIGNATION -  IL DOT DISTRICT 3 GPS 1933
 DF4312  PID         -  DF4312
 DF4312  STATE/COUNTY-  IL/WOODFORD
 DF4312  USGS QUAD   -  ROANOKE (1983)
 DF4312
 DF4312                         *CURRENT SURVEY CONTROL
 DF4312  ___________________________________________________________________
 DF4312* NAD 83(1997)-  40 51 12.86451(N)    089 08 30.01398(W)     ADJUSTED  
 DF4312* NAVD 88     -       227.1    (meters)     745.     (feet)  GPS OBS   
 DF4312  ___________________________________________________________________
 DF4312  X           -      72,374.788 (meters)                     COMP
 DF4312  Y           -  -4,830,848.649 (meters)                     COMP
 DF4312  Z           -   4,150,264.572 (meters)                     COMP
 DF4312  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DF4312  ELLIP HEIGHT-         194.68  (meters)          (02/03/05) GPS OBS
 DF4312  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DF4312
 DF4312  HORZ ORDER  -  FIRST
 DF4312  ELLP ORDER  -  FOURTH    CLASS II
 DF4312
 DF4312.The horizontal coordinates were established by GPS observations
 DF4312.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4312
 DF4312.The orthometric height was determined by GPS observations and a
 DF4312.high-resolution geoid model.
 DF4312
 DF4312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4312
 DF4312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4312
 DF4312.The ellipsoidal height was determined by GPS observations
 DF4312.and is referenced to NAD 83.
 DF4312
 DF4312.The geoid height was determined by GEOID03.
 DF4312
 DF4312;                    North         East     Units Scale Factor Converg.
 DF4312;SPC IL W     -   465,271.153   786,424.397   MT  1.00003308   +0 40 13.9
 DF4312;SPC IL W     - 1,526,477.11  2,580,127.38   sFT  1.00003308   +0 40 13.9
 DF4312;UTM  16      - 4,524,710.043   319,478.057   MT  1.00000112   -1 24 04.7
 DF4312
 DF4312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4312!SPC IL W     -   0.99996946  x   1.00003308  =   1.00000254
 DF4312!UTM  16      -   0.99996946  x   1.00000112  =   0.99997058
 DF4312
 DF4312                          SUPERSEDED SURVEY CONTROL
 DF4312
 DF4312  ELLIP H (03/04/03)  194.69   (m)                       GP(       ) 4 2
 DF4312
 DF4312.Superseded values are not recommended for survey control.
 DF4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4312.See file dsdata.txt to determine how the superseded data were derived.
 DF4312
 DF4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1947824710(NAD 83)
 DF4312_MARKER: I = METAL ROD
 DF4312_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4312_STAMPING: DISTRICT 3 I.D.O.T. NO. 1933
 DF4312_MARK LOGO: ASCPC 
 DF4312_PROJECTION: RECESSED 5 CENTIMETERS
 DF4312_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4312+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4312_ROD/PIPE-DEPTH:  3.7 meters
 DF4312_SLEEVE-DEPTH  :  0.8 meters
 DF4312
 DF4312  HISTORY     - Date     Condition        Report By
 DF4312  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4312
 DF4312                          STATION DESCRIPTION
 DF4312
 DF4312'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4312'SET POINT +/- 1 MILE W OF BENSON AT INT OF RT 116 AND RT 117, 97 FT N
 DF4312'OF
 DF4312'NORTH EDGE OF PAVEMENT OF 116, 60 FT NE OF TELEPHONE RISER, 86 FT NW
 DF4312'OF STEEL FENCE POST AT ROW CORNER.
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312' 
 DF4312'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4313 ***********************************************************************
 DF4313  DESIGNATION -  IL DOT DISTRICT 3 GPS 1934
 DF4313  PID         -  DF4313
 DF4313  STATE/COUNTY-  IL/WOODFORD
 DF4313  USGS QUAD   -  LA ROSE (1983)
 DF4313
 DF4313                         *CURRENT SURVEY CONTROL
 DF4313  ___________________________________________________________________
 DF4313* NAD 83(1997)-  40 54 42.21762(N)    089 08 35.36133(W)     ADJUSTED  
 DF4313* NAVD 88     -       224.5    (meters)     737.     (feet)  GPS OBS   
 DF4313  ___________________________________________________________________
 DF4313  X           -      72,186.307 (meters)                     COMP
 DF4313  Y           -  -4,826,621.929 (meters)                     COMP
 DF4313  Z           -   4,155,145.559 (meters)                     COMP
 DF4313  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 DF4313  ELLIP HEIGHT-         191.95  (meters)          (02/03/05) GPS OBS
 DF4313  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 DF4313
 DF4313  HORZ ORDER  -  FIRST
 DF4313  ELLP ORDER  -  FOURTH    CLASS II
 DF4313
 DF4313.The horizontal coordinates were established by GPS observations
 DF4313.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4313
 DF4313.The orthometric height was determined by GPS observations and a
 DF4313.high-resolution geoid model.
 DF4313
 DF4313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4313
 DF4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4313
 DF4313.The ellipsoidal height was determined by GPS observations
 DF4313.and is referenced to NAD 83.
 DF4313
 DF4313.The geoid height was determined by GEOID03.
 DF4313
 DF4313;                    North         East     Units Scale Factor Converg.
 DF4313;SPC IL W     -   471,727.516   786,223.641   MT  1.00003265   +0 40 13.2
 DF4313;SPC IL W     - 1,547,659.36  2,579,468.73   sFT  1.00003265   +0 40 13.2
 DF4313;UTM  16      - 4,531,169.236   319,510.980   MT  1.00000096   -1 24 14.1
 DF4313
 DF4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4313!SPC IL W     -   0.99996989  x   1.00003265  =   1.00000254
 DF4313!UTM  16      -   0.99996989  x   1.00000096  =   0.99997085
 DF4313
 DF4313                          SUPERSEDED SURVEY CONTROL
 DF4313
 DF4313  ELLIP H (03/04/03)  191.96   (m)                       GP(       ) 4 2
 DF4313
 DF4313.Superseded values are not recommended for survey control.
 DF4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4313.See file dsdata.txt to determine how the superseded data were derived.
 DF4313
 DF4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1951131169(NAD 83)
 DF4313_MARKER: I = METAL ROD
 DF4313_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4313_STAMPING: DISTRICT 3 I.D.O.T. NO. 1934
 DF4313_MARK LOGO: ASCPC 
 DF4313_PROJECTION: RECESSED 3 CENTIMETERS
 DF4313_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4313+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4313_ROD/PIPE-DEPTH:  3.7 meters
 DF4313_SLEEVE-DEPTH  :  0.8 meters
 DF4313
 DF4313  HISTORY     - Date     Condition        Report By
 DF4313  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4313
 DF4313                          STATION DESCRIPTION
 DF4313
 DF4313'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4313'SET POINT 1 MILE W AND 4 MILES N OF BENSON IN NE QUAD OF INT OF RT 117
 DF4313'AND CR2 (2200N) , 54 FT N OF CR 2 CENTER LINE, 54.5 FT E OF RT 117
 DF4313'CENTERLINE.
 DF4313' 
 DF4313' 
 DF4313' 
 DF4313' 
 DF4313' 
 DF4313' 
 DF4313' 
 DF4313' 
 DF4313' 
 DF4313' 
 DF4313' 
 DF4313'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4314 ***********************************************************************
 DF4314  DESIGNATION -  IL DOT DISTRICT 3 GPS 1937
 DF4314  PID         -  DF4314
 DF4314  STATE/COUNTY-  IL/WOODFORD
 DF4314  USGS QUAD   -  ROANOKE (1983)
 DF4314
 DF4314                         *CURRENT SURVEY CONTROL
 DF4314  ___________________________________________________________________
 DF4314* NAD 83(1997)-  40 47 23.40174(N)    089 11 46.21007(W)     ADJUSTED  
 DF4314* NAVD 88     -       220.8    (meters)     724.     (feet)  GPS OBS   
 DF4314  ___________________________________________________________________
 DF4314  X           -      67,844.572 (meters)                     COMP
 DF4314  Y           -  -4,835,537.363 (meters)                     COMP
 DF4314  Z           -   4,144,903.786 (meters)                     COMP
 DF4314  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 DF4314  ELLIP HEIGHT-         188.37  (meters)          (02/03/05) GPS OBS
 DF4314  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 DF4314
 DF4314  HORZ ORDER  -  FIRST
 DF4314  ELLP ORDER  -  FOURTH    CLASS II
 DF4314
 DF4314.The horizontal coordinates were established by GPS observations
 DF4314.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4314
 DF4314.The orthometric height was determined by GPS observations and a
 DF4314.high-resolution geoid model.
 DF4314
 DF4314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4314
 DF4314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4314
 DF4314.The ellipsoidal height was determined by GPS observations
 DF4314.and is referenced to NAD 83.
 DF4314
 DF4314.The geoid height was determined by GEOID03.
 DF4314
 DF4314;                    North         East     Units Scale Factor Converg.
 DF4314;SPC IL W     -   458,140.752   781,907.538   MT  1.00002372   +0 38 02.6
 DF4314;SPC IL W     - 1,503,083.45  2,565,308.31   sFT  1.00002372   +0 38 02.6
 DF4314;UTM  16      - 4,517,747.602   314,706.609   MT  1.00002261   -1 26 06.5
 DF4314
 DF4314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4314!SPC IL W     -   0.99997045  x   1.00002372  =   0.99999417
 DF4314!UTM  16      -   0.99997045  x   1.00002261  =   0.99999306
 DF4314
 DF4314                          SUPERSEDED SURVEY CONTROL
 DF4314
 DF4314  ELLIP H (03/04/03)  188.38   (m)                       GP(       ) 4 2
 DF4314
 DF4314.Superseded values are not recommended for survey control.
 DF4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4314.See file dsdata.txt to determine how the superseded data were derived.
 DF4314
 DF4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1470717748(NAD 83)
 DF4314_MARKER: I = METAL ROD
 DF4314_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4314_STAMPING: DISTRICT 3 I.D.O.T. NO. 1937
 DF4314_MARK LOGO: ASCPC 
 DF4314_PROJECTION: RECESSED 8 CENTIMETERS
 DF4314_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4314+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4314_ROD/PIPE-DEPTH:  7.3 meters
 DF4314_SLEEVE-DEPTH  :  0.8 meters
 DF4314
 DF4314  HISTORY     - Date     Condition        Report By
 DF4314  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4314
 DF4314                          STATION DESCRIPTION
 DF4314
 DF4314'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4314'SET POINT AT  WOODFORD CO MAINT. YD IN ROANOKE, 4.5 FT S OF FENCE,
 DF4314'23 FT E OF FENCE CORNER, 72 FT E OF CENTER LINE OF CH 13, 48 FT NE OF
 DF4314'ROW MARKER.
 DF4314' 
 DF4314' 
 DF4314' 
 DF4314' 
 DF4314' 
 DF4314' 
 DF4314' 
 DF4314' 
 DF4314' 
 DF4314' 
 DF4314' 
 DF4314'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4315 ***********************************************************************
 DF4315  DESIGNATION -  IL DOT DISTRICT 3 GPS 2023
 DF4315  PID         -  DF4315
 DF4315  STATE/COUNTY-  IL/KANKAKEE
 DF4315  USGS QUAD   -  ST ANNE (1973)
 DF4315
 DF4315                         *CURRENT SURVEY CONTROL
 DF4315  ___________________________________________________________________
 DF4315* NAD 83(1997)-  41 01 14.84464(N)    087 43 55.91466(W)     ADJUSTED  
 DF4315* NAVD 88     -       198.0    (meters)     650.     (feet)  GPS OBS   
 DF4315  ___________________________________________________________________
 DF4315  X           -     190,697.059 (meters)                     COMP
 DF4315  Y           -  -4,815,426.048 (meters)                     COMP
 DF4315  Z           -   4,164,273.753 (meters)                     COMP
 DF4315  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DF4315  ELLIP HEIGHT-         165.05  (meters)          (02/03/05) GPS OBS
 DF4315  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DF4315
 DF4315  HORZ ORDER  -  FIRST
 DF4315  ELLP ORDER  -  FOURTH    CLASS II
 DF4315
 DF4315.The horizontal coordinates were established by GPS observations
 DF4315.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4315
 DF4315.The orthometric height was determined by GPS observations and a
 DF4315.high-resolution geoid model.
 DF4315
 DF4315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4315
 DF4315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4315
 DF4315.The ellipsoidal height was determined by GPS observations
 DF4315.and is referenced to NAD 83.
 DF4315
 DF4315.The geoid height was determined by GEOID03.
 DF4315
 DF4315;                    North         East     Units Scale Factor Converg.
 DF4315;SPC IL E     -   483,524.657   350,559.560   MT  1.00000645   +0 23 40.4
 DF4315;SPC IL E     - 1,586,363.81  1,150,127.49   sFT  1.00000645   +0 23 40.4
 DF4315;UTM  16      - 4,541,323.146   438,440.102   MT  0.99964664   -0 28 50.1
 DF4315
 DF4315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4315!SPC IL E     -   0.99997411  x   1.00000645  =   0.99998056
 DF4315!UTM  16      -   0.99997411  x   0.99964664  =   0.99962076
 DF4315
 DF4315                          SUPERSEDED SURVEY CONTROL
 DF4315
 DF4315.No superseded survey control is available for this station.
 DF4315
 DF4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3844041323(NAD 83)
 DF4315_MARKER: I = METAL ROD
 DF4315_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4315_STAMPING: DISTRICT 3 I.D.O.T. NO. 2023
 DF4315_MARK LOGO: ASCPC 
 DF4315_PROJECTION: RECESSED 8 CENTIMETERS
 DF4315_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4315+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4315_ROD/PIPE-DEPTH:  3.0 meters
 DF4315_SLEEVE-DEPTH  :  0.8 meters
 DF4315
 DF4315  HISTORY     - Date     Condition        Report By
 DF4315  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4315
 DF4315                          STATION DESCRIPTION
 DF4315
 DF4315'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4315'SET POINT 0.5 MILES W OF ST. ANNE IN SE QUAD OF INT OF 7000S RD AND
 DF4315'7000E RD,  JUST SOUTH OF ST. ANNE COMMUNITY CEMETERY,  46.5 FT E OF
 DF4315'7000E RD CENTERLINE, 47.3 FT S OF 7000S RD CENTERLINE.
 DF4315' 
 DF4315' 
 DF4315' 
 DF4315' 
 DF4315' 
 DF4315' 
 DF4315' 
 DF4315' 
 DF4315' 
 DF4315' 
 DF4315'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4316 ***********************************************************************
 DF4316  DESIGNATION -  IL DOT DISTRICT 3 GPS 2024
 DF4316  PID         -  DF4316
 DF4316  STATE/COUNTY-  IL/KANKAKEE
 DF4316  USGS QUAD   -  MOMENCE (1973)
 DF4316
 DF4316                         *CURRENT SURVEY CONTROL
 DF4316  ___________________________________________________________________
 DF4316* NAD 83(1997)-  41 14 12.80624(N)    087 39 47.43002(W)     ADJUSTED  
 DF4316* NAVD 88     -       202.7    (meters)     665.     (feet)  GPS OBS   
 DF4316  ___________________________________________________________________
 DF4316  X           -     195,854.480 (meters)                     COMP
 DF4316  Y           -  -4,799,423.253 (meters)                     COMP
 DF4316  Z           -   4,182,354.249 (meters)                     COMP
 DF4316  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DF4316  ELLIP HEIGHT-         169.54  (meters)          (02/03/05) GPS OBS
 DF4316  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DF4316
 DF4316  HORZ ORDER  -  FIRST
 DF4316  ELLP ORDER  -  FOURTH    CLASS II
 DF4316
 DF4316.The horizontal coordinates were established by GPS observations
 DF4316.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4316
 DF4316.The orthometric height was determined by GPS observations and a
 DF4316.high-resolution geoid model.
 DF4316
 DF4316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4316
 DF4316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4316
 DF4316.The ellipsoidal height was determined by GPS observations
 DF4316.and is referenced to NAD 83.
 DF4316
 DF4316.The geoid height was determined by GEOID03.
 DF4316
 DF4316;                    North         East     Units Scale Factor Converg.
 DF4316;SPC IL E     -   507,565.892   356,180.304   MT  1.00001383   +0 26 30.3
 DF4316;SPC IL E     - 1,665,239.10  1,168,568.21   sFT  1.00001383   +0 26 30.3
 DF4316;UTM  16      - 4,565,266.721   444,425.970   MT  0.99963801   -0 26 13.8
 DF4316
 DF4316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4316!SPC IL E     -   0.99997341  x   1.00001383  =   0.99998724
 DF4316!UTM  16      -   0.99997341  x   0.99963801  =   0.99961143
 DF4316
 DF4316                          SUPERSEDED SURVEY CONTROL
 DF4316
 DF4316  ELLIP H (03/04/03)  169.55   (m)                       GP(       ) 4 2
 DF4316
 DF4316.Superseded values are not recommended for survey control.
 DF4316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4316.See file dsdata.txt to determine how the superseded data were derived.
 DF4316
 DF4316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4442665267(NAD 83)
 DF4316_MARKER: I = METAL ROD
 DF4316_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4316_STAMPING: DISTRICT 3 I.D.O.T. NO. 2024
 DF4316_MARK LOGO: ASCPC 
 DF4316_PROJECTION: RECESSED 15 CENTIMETERS
 DF4316_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4316+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4316_ROD/PIPE-DEPTH:  5.8 meters
 DF4316_SLEEVE-DEPTH  :  0.8 meters
 DF4316
 DF4316  HISTORY     - Date     Condition        Report By
 DF4316  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4316
 DF4316                          STATION DESCRIPTION
 DF4316
 DF4316'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4316'SET POINT +/- 4.5 MILES N OF MOMENCE IN SW QUAD OF INT OF RT 1 AND
 DF4316'8000N
 DF4316'(CR9)  ON RT 1'S BIG CURVE TO SOUTH, 0.5 MILES WEST OF GRANT PARK.
 DF4316'73.2 FT
 DF4316'S/SW OF 8000N RD CENTERLINE AS IT CURVES INTO INTERSECTION WITH RT 1,
 DF4316'89.8 FT E OF ROW MARKER, 92.5 FT NW OF FENCE POST FOR ROW BEND NEAR
 DF4316'STOP SIGN.
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316' 
 DF4316'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4317 ***********************************************************************
 DF4317  DESIGNATION -  IL DOT DISTRICT 3 GPS 2027
 DF4317  PID         -  DF4317
 DF4317  STATE/COUNTY-  IL/KANKAKEE
 DF4317  USGS QUAD   -  ST ANNE (1973)
 DF4317
 DF4317                         *CURRENT SURVEY CONTROL
 DF4317  ___________________________________________________________________
 DF4317* NAD 83(1997)-  41 07 18.58570(N)    087 43 28.63325(W)     ADJUSTED  
 DF4317* NAVD 88     -       187.9    (meters)     616.     (feet)  GPS OBS   
 DF4317  ___________________________________________________________________
 DF4317  X           -     191,040.963 (meters)                     COMP
 DF4317  Y           -  -4,808,026.643 (meters)                     COMP
 DF4317  Z           -   4,172,726.681 (meters)                     COMP
 DF4317  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 DF4317  ELLIP HEIGHT-         154.91  (meters)          (02/03/05) GPS OBS
 DF4317  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DF4317
 DF4317  HORZ ORDER  -  FIRST
 DF4317  ELLP ORDER  -  FOURTH    CLASS II
 DF4317
 DF4317.The horizontal coordinates were established by GPS observations
 DF4317.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4317
 DF4317.The orthometric height was determined by GPS observations and a
 DF4317.high-resolution geoid model.
 DF4317
 DF4317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4317
 DF4317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4317
 DF4317.The ellipsoidal height was determined by GPS observations
 DF4317.and is referenced to NAD 83.
 DF4317
 DF4317.The geoid height was determined by GEOID03.
 DF4317
 DF4317;                    North         East     Units Scale Factor Converg.
 DF4317;SPC IL E     -   494,749.817   351,118.616   MT  1.00000715   +0 24 01.2
 DF4317;SPC IL E     - 1,623,191.69  1,151,961.66   sFT  1.00000715   +0 24 01.2
 DF4317;UTM  16      - 4,552,534.401   439,170.448   MT  0.99964554   -0 28 35.7
 DF4317
 DF4317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4317!SPC IL E     -   0.99997570  x   1.00000715  =   0.99998285
 DF4317!UTM  16      -   0.99997570  x   0.99964554  =   0.99962125
 DF4317
 DF4317                          SUPERSEDED SURVEY CONTROL
 DF4317
 DF4317  ELLIP H (03/04/03)  154.92   (m)                       GP(       ) 4 2
 DF4317
 DF4317.Superseded values are not recommended for survey control.
 DF4317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4317.See file dsdata.txt to determine how the superseded data were derived.
 DF4317
 DF4317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3917052534(NAD 83)
 DF4317_MARKER: I = METAL ROD
 DF4317_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4317_STAMPING: DISTRICT 3 I.D.O.T. NO. 2027
 DF4317_MARK LOGO: ASCPC 
 DF4317_PROJECTION: RECESSED 8 CENTIMETERS
 DF4317_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4317+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4317_ROD/PIPE-DEPTH:  4.9 meters
 DF4317_SLEEVE-DEPTH  :  0.8 meters
 DF4317
 DF4317  HISTORY     - Date     Condition        Report By
 DF4317  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4317
 DF4317                          STATION DESCRIPTION
 DF4317
 DF4317'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4317'SET POINT +/- 5 MILES E OF KANKAKEE AT INT OF RT 1 AND RT 17 (WHERE RT
 DF4317'1
 DF4317'TURNS SOUTH TO ST ANNE) IN GRASSY ROW AREA ON EAST SIDE OF RT 1,
 DF4317'99.5 FT E OF RT 1 CENTERLINE, 68.9 FT NE OF E-W PORTION OF ROW FENCE
 DF4317'AT WEST CORNER,  67 FT W OF EAST ROW FENCE, +/- 300 FT N OF MOTEL.
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317' 
 DF4317'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4318 ***********************************************************************
 DF4318  DESIGNATION -  IL DOT DISTRICT 3 GPS 2032
 DF4318  PID         -  DF4318
 DF4318  STATE/COUNTY-  IL/KANKAKEE
 DF4318  USGS QUAD   -  KANKAKEE (1973)
 DF4318
 DF4318                         *CURRENT SURVEY CONTROL
 DF4318  ___________________________________________________________________
 DF4318* NAD 83(1997)-  41 07 09.25465(N)    087 48 34.07595(W)     ADJUSTED  
 DF4318* NAVD 88     -       201.9    (meters)     662.     (feet)  GPS OBS   
 DF4318  ___________________________________________________________________
 DF4318  X           -     183,928.539 (meters)                     COMP
 DF4318  Y           -  -4,808,504.101 (meters)                     COMP
 DF4318  Z           -   4,172,519.140 (meters)                     COMP
 DF4318  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 DF4318  ELLIP HEIGHT-         169.07  (meters)          (02/03/05) GPS OBS
 DF4318  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DF4318
 DF4318  HORZ ORDER  -  FIRST
 DF4318  ELLP ORDER  -  FOURTH    CLASS II
 DF4318
 DF4318.The horizontal coordinates were established by GPS observations
 DF4318.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4318
 DF4318.The orthometric height was determined by GPS observations and a
 DF4318.high-resolution geoid model.
 DF4318
 DF4318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4318
 DF4318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4318
 DF4318.The ellipsoidal height was determined by GPS observations
 DF4318.and is referenced to NAD 83.
 DF4318
 DF4318.The geoid height was determined by GEOID03.
 DF4318
 DF4318;                    North         East     Units Scale Factor Converg.
 DF4318;SPC IL E     -   494,415.653   343,995.171   MT  0.99999881   +0 20 40.3
 DF4318;SPC IL E     - 1,622,095.35  1,128,590.82   sFT  0.99999881   +0 20 40.3
 DF4318;UTM  16      - 4,552,309.373   432,045.231   MT  0.99965683   -0 31 56.5
 DF4318
 DF4318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4318!SPC IL E     -   0.99997348  x   0.99999881  =   0.99997229
 DF4318!UTM  16      -   0.99997348  x   0.99965683  =   0.99963032
 DF4318
 DF4318                          SUPERSEDED SURVEY CONTROL
 DF4318
 DF4318  ELLIP H (03/04/03)  169.08   (m)                       GP(       ) 4 2
 DF4318
 DF4318.Superseded values are not recommended for survey control.
 DF4318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4318.See file dsdata.txt to determine how the superseded data were derived.
 DF4318
 DF4318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3204552309(NAD 83)
 DF4318_MARKER: I = METAL ROD
 DF4318_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4318_STAMPING: DISTRICT 3 I.D.O.T. NO. 2032
 DF4318_MARK LOGO: ASCPC 
 DF4318_PROJECTION: RECESSED 10 CENTIMETERS
 DF4318_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4318+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4318_ROD/PIPE-DEPTH:  3.7 meters
 DF4318_SLEEVE-DEPTH  :  0.8 meters
 DF4318
 DF4318  HISTORY     - Date     Condition        Report By
 DF4318  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4318
 DF4318                          STATION DESCRIPTION
 DF4318
 DF4318'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4318'SET POINT E END OF KANKAKEE ON FRONTAGE RD JUST S OF RT 17 PARALLEL
 DF4318'WITH KANKAKEE MEMORIAL GARDENS ON NORTH, 0.25 MILE E ON FRONTAGE
 DF4318'RD IN FENCE LINE OF S ROW RT 17, 1.5 FT S FROM FENCE, 16.7 FT N OF
 DF4318'FRONTAGE RD CENTERLINE, +/- 30 FT NW OF WOOD'S GRAVE, 125.3 FT NW
 DF4318'OF 30 INCH TREE.
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318' 
 DF4318'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4319 ***********************************************************************
 DF4319  DESIGNATION -  IL DOT DISTRICT 3 GPS 2033
 DF4319  PID         -  DF4319
 DF4319  STATE/COUNTY-  IL/KANKAKEE
 DF4319  USGS QUAD   -  WEST KANKAKEE (1973)
 DF4319
 DF4319                         *CURRENT SURVEY CONTROL
 DF4319  ___________________________________________________________________
 DF4319* NAD 83(1997)-  41 03 36.17433(N)    087 57 59.84464(W)     ADJUSTED  
 DF4319* NAVD 88     -       196.1    (meters)     643.     (feet)  GPS OBS   
 DF4319  ___________________________________________________________________
 DF4319  X           -     170,891.648 (meters)                     COMP
 DF4319  Y           -  -4,813,303.988 (meters)                     COMP
 DF4319  Z           -   4,167,561.253 (meters)                     COMP
 DF4319  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DF4319  ELLIP HEIGHT-         163.59  (meters)          (02/03/05) GPS OBS
 DF4319  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 DF4319
 DF4319  HORZ ORDER  -  FIRST
 DF4319  ELLP ORDER  -  FOURTH    CLASS II
 DF4319
 DF4319.The horizontal coordinates were established by GPS observations
 DF4319.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4319
 DF4319.The orthometric height was determined by GPS observations and a
 DF4319.high-resolution geoid model.
 DF4319
 DF4319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4319
 DF4319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4319
 DF4319.The ellipsoidal height was determined by GPS observations
 DF4319.and is referenced to NAD 83.
 DF4319
 DF4319.The geoid height was determined by GEOID03.
 DF4319
 DF4319;                    North         East     Units Scale Factor Converg.
 DF4319;SPC IL E     -   487,775.072   330,824.439   MT  0.99998669   +0 14 27.2
 DF4319;SPC IL E     - 1,600,308.72  1,085,379.85   sFT  0.99998669   +0 14 27.2
 DF4319;UTM  16      - 4,545,873.093   418,778.771   MT  0.99968119   -0 38 05.9
 DF4319
 DF4319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4319!SPC IL E     -   0.99997434  x   0.99998669  =   0.99996103
 DF4319!UTM  16      -   0.99997434  x   0.99968119  =   0.99965554
 DF4319
 DF4319                          SUPERSEDED SURVEY CONTROL
 DF4319
 DF4319.No superseded survey control is available for this station.
 DF4319
 DF4319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1877945873(NAD 83)
 DF4319_MARKER: I = METAL ROD
 DF4319_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4319_STAMPING: DISTRICT 3 I.D.O.T. NO. 2033
 DF4319_MARK LOGO: ASCPC 
 DF4319_PROJECTION: RECESSED 10 CENTIMETERS
 DF4319_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4319+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4319_ROD/PIPE-DEPTH:  3.7 meters
 DF4319_SLEEVE-DEPTH  :  0.8 meters
 DF4319
 DF4319  HISTORY     - Date     Condition        Report By
 DF4319  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4319
 DF4319                          STATION DESCRIPTION
 DF4319
 DF4319'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4319'SET POINT +/- 6.5 MILES E OF HERSCHER ON N SIDE OF RT 115, 68.2 FT NE
 DF4319'OF INSIDE EAST CORNER OF DOUBLE BOX CULVERT OVER GAR CREEK, 55 FT
 DF4319'N OF RT 115 CENTERLINE, 2.6 FT S OF NEW ROW MARKER.
 DF4319' 
 DF4319' 
 DF4319' 
 DF4319' 
 DF4319' 
 DF4319' 
 DF4319' 
 DF4319' 
 DF4319' 
 DF4319'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4320 ***********************************************************************
 DF4320  DESIGNATION -  IL DOT DISTRICT 3 GPS 2034
 DF4320  PID         -  DF4320
 DF4320  STATE/COUNTY-  IL/KANKAKEE
 DF4320  USGS QUAD   -  BOURBONNAIS (1978)
 DF4320
 DF4320                         *CURRENT SURVEY CONTROL
 DF4320  ___________________________________________________________________
 DF4320* NAD 83(1997)-  41 12 42.10165(N)    087 58 24.43488(W)     ADJUSTED  
 DF4320* NAVD 88     -       198.3    (meters)     651.     (feet)  GPS OBS   
 DF4320  ___________________________________________________________________
 DF4320  X           -     169,926.078 (meters)                     COMP
 DF4320  Y           -  -4,802,253.378 (meters)                     COMP
 DF4320  Z           -   4,180,246.898 (meters)                     COMP
 DF4320  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DF4320  ELLIP HEIGHT-         165.48  (meters)          (02/03/05) GPS OBS
 DF4320  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 DF4320
 DF4320  HORZ ORDER  -  FIRST
 DF4320  ELLP ORDER  -  FOURTH    CLASS II
 DF4320
 DF4320.The horizontal coordinates were established by GPS observations
 DF4320.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4320
 DF4320.The orthometric height was determined by GPS observations and a
 DF4320.high-resolution geoid model.
 DF4320
 DF4320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4320
 DF4320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4320
 DF4320.The ellipsoidal height was determined by GPS observations
 DF4320.and is referenced to NAD 83.
 DF4320
 DF4320.The geoid height was determined by GEOID03.
 DF4320
 DF4320;                    North         East     Units Scale Factor Converg.
 DF4320;SPC IL E     -   504,613.637   330,180.691   MT  0.99998621   +0 14 13.6
 DF4320;SPC IL E     - 1,655,553.24  1,083,267.82   sFT  0.99998621   +0 14 13.6
 DF4320;UTM  16      - 4,562,714.404   418,392.995   MT  0.99968196   -0 38 29.0
 DF4320
 DF4320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4320!SPC IL E     -   0.99997404  x   0.99998621  =   0.99996025
 DF4320!UTM  16      -   0.99997404  x   0.99968196  =   0.99965601
 DF4320
 DF4320                          SUPERSEDED SURVEY CONTROL
 DF4320
 DF4320.No superseded survey control is available for this station.
 DF4320
 DF4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1839362714(NAD 83)
 DF4320_MARKER: I = METAL ROD
 DF4320_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4320_STAMPING: DISTRICT3 I.D.O.T. NO. 2034
 DF4320_MARK LOGO: ASCPC 
 DF4320_PROJECTION: RECESSED 10 CENTIMETERS
 DF4320_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4320+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4320_ROD/PIPE-DEPTH:  3.0 meters
 DF4320_SLEEVE-DEPTH  :  0.8 meters
 DF4320
 DF4320  HISTORY     - Date     Condition        Report By
 DF4320  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4320
 DF4320                          STATION DESCRIPTION
 DF4320
 DF4320'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4320'SET POINT +/- 3 MILES NW OF BOUBONNAIS ON 5000W RD/CR 7 (RD TO STATE
 DF4320'RIDING STABLES) LOCATED ON STATE PROPERTY, 33.6 FT W OF CENTERLINE
 DF4320'OF CR7, 91 FT S OF P.P. W/ GUY WIRE, P.P. IS OPPOSITE FIRE DEPT
 DF4320'ADDRESS
 DF4320'33-867, 50.9 FT W OF PARK ENTRANCE SIGN.
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320' 
 DF4320'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4321 ***********************************************************************
 DF4321  DESIGNATION -  IL DOT DISTRICT 3 GPS 2042
 DF4321  PID         -  DF4321
 DF4321  STATE/COUNTY-  IL/KANKAKEE
 DF4321  USGS QUAD   -  HERSCHER (1978)
 DF4321
 DF4321                         *CURRENT SURVEY CONTROL
 DF4321  ___________________________________________________________________
 DF4321* NAD 83(1997)-  41 07 04.42746(N)    088 02 56.69519(W)     ADJUSTED  
 DF4321* NAVD 88     -       191.6    (meters)     629.     (feet)  GPS OBS   
 DF4321  ___________________________________________________________________
 DF4321  X           -     163,820.436 (meters)                     COMP
 DF4321  Y           -  -4,809,321.488 (meters)                     COMP
 DF4321  Z           -   4,172,400.279 (meters)                     COMP
 DF4321  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DF4321  ELLIP HEIGHT-         158.92  (meters)          (02/03/05) GPS OBS
 DF4321  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DF4321
 DF4321  HORZ ORDER  -  FIRST
 DF4321  ELLP ORDER  -  FOURTH    CLASS II
 DF4321
 DF4321.The horizontal coordinates were established by GPS observations
 DF4321.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4321
 DF4321.The orthometric height was determined by GPS observations and a
 DF4321.high-resolution geoid model.
 DF4321
 DF4321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4321
 DF4321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4321
 DF4321.The ellipsoidal height was determined by GPS observations
 DF4321.and is referenced to NAD 83.
 DF4321
 DF4321.The geoid height was determined by GEOID03.
 DF4321
 DF4321;                    North         East     Units Scale Factor Converg.
 DF4321;SPC IL E     -   494,173.415   323,872.290   MT  0.99998201   +0 11 12.9
 DF4321;SPC IL E     - 1,621,300.61  1,062,571.00   sFT  0.99998201   +0 11 12.9
 DF4321;UTM  16      - 4,552,375.093   411,927.324   MT  0.99969546   -0 41 23.8
 DF4321
 DF4321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4321!SPC IL E     -   0.99997507  x   0.99998201  =   0.99995708
 DF4321!UTM  16      -   0.99997507  x   0.99969546  =   0.99967054
 DF4321
 DF4321                          SUPERSEDED SURVEY CONTROL
 DF4321
 DF4321.No superseded survey control is available for this station.
 DF4321
 DF4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1192752375(NAD 83)
 DF4321_MARKER: I = METAL ROD
 DF4321_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4321_STAMPING: DISTRICT 3 I.D.O.T. NO. 2042
 DF4321_MARK LOGO: ASCPC 
 DF4321_PROJECTION: RECESSED 8 CENTIMETERS
 DF4321_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4321+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4321_ROD/PIPE-DEPTH:  3.0 meters
 DF4321_SLEEVE-DEPTH  :  0.8 meters
 DF4321
 DF4321  HISTORY     - Date     Condition        Report By
 DF4321  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4321
 DF4321                          STATION DESCRIPTION
 DF4321
 DF4321'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4321'SET POINT +/- 8 MILES W OF KANKAKEE IN NW QUAD OF INT OF RT 17 AND
 DF4321'9000W RD (BONFIELD RD), 30.7 FT W OF 9000W RD CENTERLINE, 102.6 FT N
 DF4321'OF RT 17 CENTELINE, 31.8 FT S OF P.P. W/ GUYWIRE, 46.1 FT NE OF
 DF4321'MCGREGOR SIGN.
 DF4321' 
 DF4321' 
 DF4321' 
 DF4321' 
 DF4321' 
 DF4321' 
 DF4321' 
 DF4321' 
 DF4321' 
 DF4321' 
 DF4321' 
 DF4321'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4322 ***********************************************************************
 DF4322  DESIGNATION -  IL DOT DISTRICT 3 GPS 2043
 DF4322  PID         -  DF4322
 DF4322  STATE/COUNTY-  IL/KANKAKEE
 DF4322  USGS QUAD   -  BUCKINGHAM (1973)
 DF4322
 DF4322                         *CURRENT SURVEY CONTROL
 DF4322  ___________________________________________________________________
 DF4322* NAD 83(1997)-  41 03 12.26489(N)    088 12 36.69346(W)     ADJUSTED  
 DF4322* NAVD 88     -       195.1    (meters)     640.     (feet)  GPS OBS   
 DF4322  ___________________________________________________________________
 DF4322  X           -     150,443.520 (meters)                     COMP
 DF4322  Y           -  -4,814,470.494 (meters)                     COMP
 DF4322  Z           -   4,167,004.460 (meters)                     COMP
 DF4322  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DF4322  ELLIP HEIGHT-         162.67  (meters)          (02/03/05) GPS OBS
 DF4322  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 DF4322
 DF4322  HORZ ORDER  -  FIRST
 DF4322  ELLP ORDER  -  FOURTH    CLASS II
 DF4322
 DF4322.The horizontal coordinates were established by GPS observations
 DF4322.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4322
 DF4322.The orthometric height was determined by GPS observations and a
 DF4322.high-resolution geoid model.
 DF4322
 DF4322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4322
 DF4322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4322
 DF4322.The ellipsoidal height was determined by GPS observations
 DF4322.and is referenced to NAD 83.
 DF4322
 DF4322.The geoid height was determined by GEOID03.
 DF4322
 DF4322;                    North         East     Units Scale Factor Converg.
 DF4322;SPC IL E     -   486,980.029   310,351.841   MT  0.99997632   +0 04 51.1
 DF4322;SPC IL E     - 1,597,700.31  1,018,212.67   sFT  0.99997632   +0 04 51.1
 DF4322;UTM  16      - 4,545,391.198   398,302.092   MT  0.99972729   -0 47 41.6
 DF4322
 DF4322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4322!SPC IL E     -   0.99997448  x   0.99997632  =   0.99995080
 DF4322!UTM  16      -   0.99997448  x   0.99972729  =   0.99970178
 DF4322
 DF4322                          SUPERSEDED SURVEY CONTROL
 DF4322
 DF4322  ELLIP H (03/04/03)  162.68   (m)                       GP(       ) 4 2
 DF4322
 DF4322.Superseded values are not recommended for survey control.
 DF4322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4322.See file dsdata.txt to determine how the superseded data were derived.
 DF4322
 DF4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9830245391(NAD 83)
 DF4322_MARKER: I = METAL ROD
 DF4322_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4322_STAMPING: DISTRICT 3 I.D.O.T. NO. 2043
 DF4322_MARK LOGO: ASCPC 
 DF4322_PROJECTION: RECESSED 8 CENTIMETERS
 DF4322_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4322+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4322_ROD/PIPE-DEPTH:  3.0 meters
 DF4322_SLEEVE-DEPTH  :  0.8 meters
 DF4322
 DF4322  HISTORY     - Date     Condition        Report By
 DF4322  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4322
 DF4322                          STATION DESCRIPTION
 DF4322
 DF4322'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4322'SET POINT 2 MILES W AND 0.5 MILES N OF BUCKINGHAM IN SE QUAD
 DF4322'(GRASSY TRIANGLE) OF INT OF RT 115 AND CR 18 AND CR S400W RD,
 DF4322'WHERE RT 115 TURNS TO SOUTH.  79.8 FT S OF E-W RT 115, 73.8 FT
 DF4322'E OF N-S RT 115, 62.3 FT SW OF STOP SIGN.
 DF4322' 
 DF4322' 
 DF4322' 
 DF4322' 
 DF4322' 
 DF4322' 
 DF4322' 
 DF4322' 
 DF4322' 
 DF4322' 
 DF4322'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4323 ***********************************************************************
 DF4323  DESIGNATION -  IL DOT DISTRICT 3 GPS 2053
 DF4323  PID         -  DF4323
 DF4323  STATE/COUNTY-  IL/LIVINGSTON
 DF4323  USGS QUAD   -  DWIGHT (1983)
 DF4323
 DF4323                         *CURRENT SURVEY CONTROL
 DF4323  ___________________________________________________________________
 DF4323* NAD 83(1997)-  41 01 42.74133(N)    088 25 03.39700(W)     ADJUSTED  
 DF4323* NAVD 88     -       200.1    (meters)     656.     (feet)  GPS OBS   
 DF4323  ___________________________________________________________________
 DF4323  X           -     133,063.789 (meters)                     COMP
 DF4323  Y           -  -4,816,800.146 (meters)                     COMP
 DF4323  Z           -   4,164,924.851 (meters)                     COMP
 DF4323  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DF4323  ELLIP HEIGHT-         167.86  (meters)          (02/03/05) GPS OBS
 DF4323  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DF4323
 DF4323  HORZ ORDER  -  FIRST
 DF4323  ELLP ORDER  -  FOURTH    CLASS II
 DF4323
 DF4323.The horizontal coordinates were established by GPS observations
 DF4323.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4323
 DF4323.The orthometric height was determined by GPS observations and a
 DF4323.high-resolution geoid model.
 DF4323
 DF4323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4323
 DF4323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4323
 DF4323.The ellipsoidal height was determined by GPS observations
 DF4323.and is referenced to NAD 83.
 DF4323
 DF4323.The geoid height was determined by GEOID03.
 DF4323
 DF4323;                    North         East     Units Scale Factor Converg.
 DF4323;SPC IL E     -   484,214.544   292,912.580   MT  0.99997562   -0 03 19.2
 DF4323;SPC IL E     - 1,588,627.22    960,997.36   sFT  0.99997562   -0 03 19.2
 DF4323;UTM  16      - 4,542,893.082   380,826.540   MT  0.99977480   -0 55 50.4
 DF4323
 DF4323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4323!SPC IL E     -   0.99997367  x   0.99997562  =   0.99994929
 DF4323!UTM  16      -   0.99997367  x   0.99977480  =   0.99974848
 DF4323
 DF4323                          SUPERSEDED SURVEY CONTROL
 DF4323
 DF4323.No superseded survey control is available for this station.
 DF4323
 DF4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8082742893(NAD 83)
 DF4323_MARKER: I = METAL ROD
 DF4323_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4323_STAMPING: DISTRICT 3 I.D.O.T. NO. 2053
 DF4323_MARK LOGO: ASCPC 
 DF4323_PROJECTION: RECESSED 5 CENTIMETERS
 DF4323_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4323+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4323_ROD/PIPE-DEPTH:  3.7 meters
 DF4323_SLEEVE-DEPTH  :  0.8 meters
 DF4323
 DF4323  HISTORY     - Date     Condition        Report By
 DF4323  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4323
 DF4323                          STATION DESCRIPTION
 DF4323
 DF4323'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4323'SET POINT +/- 3.5 MILES S OF DWIGHT, 90 FT E OF IL RT 47 CENTERLINE,
 DF4323'5.7 FT
 DF4323'W OF ROW MARKER, 74.2 FT SE FROM SW CORNER OF HEADWALL, +/- 2600 FT
 DF4323'S OF E2800TH RD.
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323' 
 DF4323'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4324 ***********************************************************************
 DF4324  DESIGNATION -  IL DOT DISTRICT 3 GPS 2061
 DF4324  PID         -  DF4324
 DF4324  STATE/COUNTY-  IL/GRUNDY
 DF4324  USGS QUAD   -  KINSMAN (1983)
 DF4324
 DF4324                         *CURRENT SURVEY CONTROL
 DF4324  ___________________________________________________________________
 DF4324* NAD 83(1997)-  41 14 20.53257(N)    088 35 14.37115(W)     ADJUSTED  
 DF4324* NAVD 88     -       201.3    (meters)     660.     (feet)  GPS OBS   
 DF4324  ___________________________________________________________________
 DF4324  X           -     118,416.336 (meters)                     COMP
 DF4324  Y           -  -4,801,800.059 (meters)                     COMP
 DF4324  Z           -   4,182,532.865 (meters)                     COMP
 DF4324  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DF4324  ELLIP HEIGHT-         168.59  (meters)          (02/03/05) GPS OBS
 DF4324  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DF4324
 DF4324  HORZ ORDER  -  FIRST
 DF4324  ELLP ORDER  -  FOURTH    CLASS II
 DF4324
 DF4324.The horizontal coordinates were established by GPS observations
 DF4324.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4324
 DF4324.The orthometric height was determined by GPS observations and a
 DF4324.high-resolution geoid model.
 DF4324
 DF4324.Photographs are available for this station.
 DF4324
 DF4324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4324
 DF4324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4324
 DF4324.The ellipsoidal height was determined by GPS observations
 DF4324.and is referenced to NAD 83.
 DF4324
 DF4324.The geoid height was determined by GEOID03.
 DF4324
 DF4324;                    North         East     Units Scale Factor Converg.
 DF4324;SPC IL E     -   507,618.770   278,708.251   MT  0.99998058   -0 10 02.8
 DF4324;SPC IL E     - 1,665,412.58    914,395.32   sFT  0.99998058   -0 10 02.8
 DF4324;UTM  16      - 4,566,507.736   366,984.707   MT  0.99981775   -1 02 47.5
 DF4324
 DF4324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4324!SPC IL E     -   0.99997356  x   0.99998058  =   0.99995414
 DF4324!UTM  16      -   0.99997356  x   0.99981775  =   0.99979131
 DF4324
 DF4324                          SUPERSEDED SURVEY CONTROL
 DF4324
 DF4324  ELLIP H (03/04/03)  168.60   (m)                       GP(       ) 4 2
 DF4324
 DF4324.Superseded values are not recommended for survey control.
 DF4324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4324.See file dsdata.txt to determine how the superseded data were derived.
 DF4324
 DF4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6698566508(NAD 83)
 DF4324_MARKER: I = METAL ROD
 DF4324_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4324_STAMPING: DISTRICT 3 I.D.O.T. NO. 2061
 DF4324_MARK LOGO: ASCPC 
 DF4324_PROJECTION: FLUSH
 DF4324_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4324+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 DF4324_ROD/PIPE-DEPTH:  3.7 meters
 DF4324_SLEEVE-DEPTH  :  0.8 meters
 DF4324
 DF4324  HISTORY     - Date     Condition        Report By
 DF4324  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4324  HISTORY     - 20050131 GOOD             MORSUR
 DF4324  HISTORY     - 20050725 GOOD             GEOSPC
 DF4324
 DF4324                          STATION DESCRIPTION
 DF4324
 DF4324'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4324'SET POINT +/- 9 MILES W OF MAZON IN NE QUAD OF INT OF CR 9/CR 6
 DF4324'(GRAND RIDGE RD) AND 9000W (LASALLE CO LINE RD ), 44.2 FT N OF
 DF4324'CR 6/CR 9 CENTERLINE, 96.7 FT E OF 9000W RD CENTERLINE.
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324' 
 DF4324'
 DF4324
 DF4324                          STATION RECOVERY (2005)
 DF4324
 DF4324'RECOVERY NOTE BY MORRISON SURVEYING COMPANY 2005 (MJM)
 DF4324'RECOVERED AS DESCRIBED.
 DF4324
 DF4324                          STATION RECOVERY (2005)
 DF4324
 DF4324'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 DF4324'RECOVERED AS DESCRIBED.  ADDITIONAL TIES CONSIST OF, 21.0 METERS EAST
 DF4324'OF A LARGE POWER POLE LOCATED IN THE NORTHEAST QUAD OF LA SALLE ROAD
 DF4324'AND GRAND RIDGE ROAD.  ---NOTE---GPS OBSERVATIONS MAY BE QUESTIONABLE
 DF4324'DUE TO OVERHEAD POWER LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4325 ***********************************************************************
 DF4325  DESIGNATION -  IL DOT DISTRICT 3 GPS 2063
 DF4325  PID         -  DF4325
 DF4325  STATE/COUNTY-  IL/LA SALLE
 DF4325  USGS QUAD   -  BLACKSTONE (1983)
 DF4325
 DF4325                         *CURRENT SURVEY CONTROL
 DF4325  ___________________________________________________________________
 DF4325* NAD 83(1997)-  41 07 18.28713(N)    088 42 23.65760(W)     ADJUSTED  
 DF4325* NAVD 88     -       218.2    (meters)     716.     (feet)  GPS OBS   
 DF4325  ___________________________________________________________________
 DF4325  X           -     108,616.286 (meters)                     COMP
 DF4325  Y           -  -4,810,623.735 (meters)                     COMP
 DF4325  Z           -   4,172,739.979 (meters)                     COMP
 DF4325  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DF4325  ELLIP HEIGHT-         185.68  (meters)          (02/03/05) GPS OBS
 DF4325  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 DF4325
 DF4325  HORZ ORDER  -  FIRST
 DF4325  ELLP ORDER  -  FOURTH    CLASS II
 DF4325
 DF4325.The horizontal coordinates were established by GPS observations
 DF4325.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4325
 DF4325.The orthometric height was determined by GPS observations and a
 DF4325.high-resolution geoid model.
 DF4325
 DF4325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4325
 DF4325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4325
 DF4325.The ellipsoidal height was determined by GPS observations
 DF4325.and is referenced to NAD 83.
 DF4325
 DF4325.The geoid height was determined by GEOID03.
 DF4325
 DF4325;                    North         East     Units Scale Factor Converg.
 DF4325;SPC IL E     -   494,629.161   268,656.140   MT  0.99998709   -0 14 43.7
 DF4325;SPC IL E     - 1,622,795.84    881,416.02   sFT  0.99998709   -0 14 43.7
 DF4325;UTM  16      - 4,553,675.607   356,736.238   MT  0.99985261   -1 07 21.1
 DF4325
 DF4325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4325!SPC IL E     -   0.99997088  x   0.99998709  =   0.99995797
 DF4325!UTM  16      -   0.99997088  x   0.99985261  =   0.99982349
 DF4325
 DF4325                          SUPERSEDED SURVEY CONTROL
 DF4325
 DF4325  ELLIP H (03/04/03)  185.69   (m)                       GP(       ) 4 2
 DF4325
 DF4325.Superseded values are not recommended for survey control.
 DF4325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4325.See file dsdata.txt to determine how the superseded data were derived.
 DF4325
 DF4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5673653676(NAD 83)
 DF4325_MARKER: I = METAL ROD
 DF4325_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4325_STAMPING: DISTRICT 3 I.D.O.T. NO. 2063
 DF4325_MARK LOGO: ASCPC 
 DF4325_PROJECTION: RECESSED 5 CENTIMETERS
 DF4325_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4325+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4325_ROD/PIPE-DEPTH:  4.9 meters
 DF4325_SLEEVE-DEPTH  :  0.8 meters
 DF4325
 DF4325  HISTORY     - Date     Condition        Report By
 DF4325  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4325
 DF4325                          STATION DESCRIPTION
 DF4325
 DF4325'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4325'SET POINT +/- 5 MILES EAST OF STREATOR ON 1ST CURVE TO SOUTH  ON RT
 DF4325'18 IN 1ST TRIANGULAR GRASSY AREA , 3.5 FT S OF FENCE,  65.3 FT E OF
 DF4325'P.P.,
 DF4325'54.2 FT NW OF BRASS DISK IN OLD RT 23 PAVEMENT.
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325' 
 DF4325'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4326 ***********************************************************************
 DF4326  DESIGNATION -  IL DOT DISTRICT 3 GPS 2064
 DF4326  PID         -  DF4326
 DF4326  STATE/COUNTY-  IL/LA SALLE
 DF4326  USGS QUAD   -  RANSOM (1983)
 DF4326
 DF4326                         *CURRENT SURVEY CONTROL
 DF4326  ___________________________________________________________________
 DF4326* NAD 83(1997)-  41 10 47.75949(N)    088 38 41.53534(W)     ADJUSTED  
 DF4326* NAVD 88     -       212.7    (meters)     698.     (feet)  GPS OBS   
 DF4326  ___________________________________________________________________
 DF4326  X           -     113,696.017 (meters)                     COMP
 DF4326  Y           -  -4,806,248.581 (meters)                     COMP
 DF4326  Z           -   4,177,602.263 (meters)                     COMP
 DF4326  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DF4326  ELLIP HEIGHT-         180.15  (meters)          (02/03/05) GPS OBS
 DF4326  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DF4326
 DF4326  HORZ ORDER  -  FIRST
 DF4326  ELLP ORDER  -  FOURTH    CLASS II
 DF4326
 DF4326.The horizontal coordinates were established by GPS observations
 DF4326.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4326
 DF4326.The orthometric height was determined by GPS observations and a
 DF4326.high-resolution geoid model.
 DF4326
 DF4326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4326
 DF4326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4326
 DF4326.The ellipsoidal height was determined by GPS observations
 DF4326.and is referenced to NAD 83.
 DF4326
 DF4326.The geoid height was determined by GEOID03.
 DF4326
 DF4326;                    North         East     Units Scale Factor Converg.
 DF4326;SPC IL E     -   501,070.686   273,860.774   MT  0.99998341   -0 12 18.5
 DF4326;SPC IL E     - 1,643,929.41    898,491.56   sFT  0.99998341   -0 12 18.5
 DF4326;UTM  16      - 4,560,035.761   362,038.167   MT  0.99983425   -1 04 59.5
 DF4326
 DF4326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4326!SPC IL E     -   0.99997174  x   0.99998341  =   0.99995515
 DF4326!UTM  16      -   0.99997174  x   0.99983425  =   0.99980600
 DF4326
 DF4326                          SUPERSEDED SURVEY CONTROL
 DF4326
 DF4326  ELLIP H (03/04/03)  180.16   (m)                       GP(       ) 4 2
 DF4326
 DF4326.Superseded values are not recommended for survey control.
 DF4326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4326.See file dsdata.txt to determine how the superseded data were derived.
 DF4326
 DF4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6203860036(NAD 83)
 DF4326_MARKER: I = METAL ROD
 DF4326_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4326_STAMPING: DISTRICT 3 I.D.O.T. NO. 2064
 DF4326_MARK LOGO: ASCPC 
 DF4326_PROJECTION: RECESSED 8 CENTIMETERS
 DF4326_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4326+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4326_ROD/PIPE-DEPTH:  3.7 meters
 DF4326_SLEEVE-DEPTH  :  0.8 meters
 DF4326
 DF4326  HISTORY     - Date     Condition        Report By
 DF4326  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4326
 DF4326                          STATION DESCRIPTION
 DF4326
 DF4326'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4326'SET POINT +/- 1.5 MILES N OF RANSOM IN SE QUAD OF INT OF N 17TH RD AND
 DF4326'CH 39, 37.25 FT E OF CH 39 CENTERLINE, 82.5 FT NW OF RT 170
 DF4326'CENTERLINE,
 DF4326'167 FT S OF N 17TH RD CENTERLINE.
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326' 
 DF4326'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4327 ***********************************************************************
 DF4327  DESIGNATION -  IL DOT DISTRICT 3 GPS 2068
 DF4327  PID         -  DF4327
 DF4327  STATE/COUNTY-  IL/LA SALLE
 DF4327  USGS QUAD   -  RANSOM (1983)
 DF4327
 DF4327                         *CURRENT SURVEY CONTROL
 DF4327  ___________________________________________________________________
 DF4327* NAD 83(1997)-  41 14 16.50933(N)    088 44 31.13697(W)     ADJUSTED  
 DF4327* NAVD 88     -       196.6    (meters)     645.     (feet)  GPS OBS   
 DF4327  ___________________________________________________________________
 DF4327  X           -     105,456.251 (meters)                     COMP
 DF4327  Y           -  -4,802,180.492 (meters)                     COMP
 DF4327  Z           -   4,182,436.453 (meters)                     COMP
 DF4327  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DF4327  ELLIP HEIGHT-         163.92  (meters)          (02/03/05) GPS OBS
 DF4327  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DF4327
 DF4327  HORZ ORDER  -  FIRST
 DF4327  ELLP ORDER  -  FOURTH    CLASS II
 DF4327
 DF4327.The horizontal coordinates were established by GPS observations
 DF4327.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4327
 DF4327.The orthometric height was determined by GPS observations and a
 DF4327.high-resolution geoid model.
 DF4327
 DF4327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4327
 DF4327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4327
 DF4327.The ellipsoidal height was determined by GPS observations
 DF4327.and is referenced to NAD 83.
 DF4327
 DF4327.The geoid height was determined by GEOID03.
 DF4327
 DF4327;                    North         East     Units Scale Factor Converg.
 DF4327;SPC IL E     -   507,544.078   265,742.976   MT  0.99998944   -0 16 09.8
 DF4327;SPC IL E     - 1,665,167.53    871,858.41   sFT  0.99998944   -0 16 09.8
 DF4327;UTM  16      - 4,566,631.957   354,021.692   MT  0.99986226   -1 08 54.6
 DF4327
 DF4327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4327!SPC IL E     -   0.99997429  x   0.99998944  =   0.99996373
 DF4327!UTM  16      -   0.99997429  x   0.99986226  =   0.99983655
 DF4327
 DF4327                          SUPERSEDED SURVEY CONTROL
 DF4327
 DF4327  ELLIP H (03/04/03)  163.93   (m)                       GP(       ) 4 2
 DF4327
 DF4327.Superseded values are not recommended for survey control.
 DF4327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4327.See file dsdata.txt to determine how the superseded data were derived.
 DF4327
 DF4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5402266632(NAD 83)
 DF4327_MARKER: I = METAL ROD
 DF4327_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4327_STAMPING: DISTRICT 3 I.D.O.T. NO. 2068
 DF4327_MARK LOGO: ASCPC 
 DF4327_PROJECTION: RECESSED 5 CENTIMETERS
 DF4327_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4327+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4327_ROD/PIPE-DEPTH:  4.9 meters
 DF4327_SLEEVE-DEPTH  :  0.8 meters
 DF4327
 DF4327  HISTORY     - Date     Condition        Report By
 DF4327  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4327
 DF4327                          STATION DESCRIPTION
 DF4327
 DF4327'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4327'SET POINT +/- 5 MILES E OF GRAND RIDGE IN NW QUAD OF INT OF RT CH 6
 DF4327'AND
 DF4327'CH 15.  21 FT N OF P.P., 34.3 FT W OF CH 15 CENTERLINE, 1.5 FT E OF
 DF4327'ROW
 DF4327'MARKER, 47.4 FT E OF NE CORNER OF FENCE FOR SUBSTATION.
 DF4327' 
 DF4327' 
 DF4327' 
 DF4327' 
 DF4327' 
 DF4327' 
 DF4327' 
 DF4327' 
 DF4327' 
 DF4327' 
 DF4327' 
 DF4327'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4328 ***********************************************************************
 DF4328  DESIGNATION -  IL DOT DISTRICT 3 GPS 2071
 DF4328  PID         -  DF4328
 DF4328  STATE/COUNTY-  IL/LA SALLE
 DF4328  USGS QUAD   -  STREATOR NORTH (1983)
 DF4328
 DF4328                         *CURRENT SURVEY CONTROL
 DF4328  ___________________________________________________________________
 DF4328* NAD 83(1997)-  41 14 16.70728(N)    088 49 53.79982(W)     ADJUSTED  
 DF4328* NAVD 88     -       196.8    (meters)     646.     (feet)  GPS OBS   
 DF4328  ___________________________________________________________________
 DF4328  X           -      97,943.929 (meters)                     COMP
 DF4328  Y           -  -4,802,335.671 (meters)                     COMP
 DF4328  Z           -   4,182,441.144 (meters)                     COMP
 DF4328  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 DF4328  ELLIP HEIGHT-         164.07  (meters)          (02/03/05) GPS OBS
 DF4328  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 DF4328
 DF4328  HORZ ORDER  -  FIRST
 DF4328  ELLP ORDER  -  FOURTH    CLASS II
 DF4328
 DF4328.The horizontal coordinates were established by GPS observations
 DF4328.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4328
 DF4328.The orthometric height was determined by GPS observations and a
 DF4328.high-resolution geoid model.
 DF4328
 DF4328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4328
 DF4328.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4328
 DF4328.The ellipsoidal height was determined by GPS observations
 DF4328.and is referenced to NAD 83.
 DF4328
 DF4328.The geoid height was determined by GEOID03.
 DF4328
 DF4328;                    North         East     Units Scale Factor Converg.
 DF4328;SPC IL E     -   507,589.384   258,229.432   MT  0.99999646   -0 19 42.5
 DF4328;SPC IL E     - 1,665,316.17    847,207.73   sFT  0.99999646   -0 19 42.5
 DF4328;UTM  16      - 4,566,792.520   346,510.606   MT  0.99988995   -1 12 27.4
 DF4328
 DF4328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4328!SPC IL E     -   0.99997427  x   0.99999646  =   0.99997073
 DF4328!UTM  16      -   0.99997427  x   0.99988995  =   0.99986422
 DF4328
 DF4328                          SUPERSEDED SURVEY CONTROL
 DF4328
 DF4328  ELLIP H (03/04/03)  164.09   (m)                       GP(       ) 4 2
 DF4328
 DF4328.Superseded values are not recommended for survey control.
 DF4328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4328.See file dsdata.txt to determine how the superseded data were derived.
 DF4328
 DF4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4651166793(NAD 83)
 DF4328_MARKER: I = METAL ROD
 DF4328_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4328_STAMPING: DISTRICT 3 I.D.O.T. NO. 2071
 DF4328_MARK LOGO: ASCPC 
 DF4328_PROJECTION: RECESSED 8 CENTIMETERS
 DF4328_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4328+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4328_ROD/PIPE-DEPTH:  3.7 meters
 DF4328_SLEEVE-DEPTH  :  0.8 meters
 DF4328
 DF4328  HISTORY     - Date     Condition        Report By
 DF4328  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4328
 DF4328                          STATION DESCRIPTION
 DF4328
 DF4328'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4328'SET POINT IN GRAND RIDGE, +/- 300 FT N OF W. MAIN ST AT RR ROW.  31 FT
 DF4328'W
 DF4328'OF RR CENTERLINE, 23 FT E OF SLOW CHILDREN PLAYING SIGN.
 DF4328' 
 DF4328' 
 DF4328' 
 DF4328' 
 DF4328'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4329 ***********************************************************************
 DF4329  DESIGNATION -  IL DOT DISTRICT 3 GPS 2073
 DF4329  PID         -  DF4329
 DF4329  STATE/COUNTY-  IL/LA SALLE
 DF4329  USGS QUAD   -  LONG POINT (1983)
 DF4329
 DF4329                         *CURRENT SURVEY CONTROL
 DF4329  ___________________________________________________________________
 DF4329* NAD 83(1997)-  41 06 20.16397(N)    088 57 00.93943(W)     ADJUSTED  
 DF4329* NAVD 88     -       201.6    (meters)     661.     (feet)  GPS OBS   
 DF4329  ___________________________________________________________________
 DF4329  X           -      88,176.276 (meters)                     COMP
 DF4329  Y           -  -4,812,208.478 (meters)                     COMP
 DF4329  Z           -   4,171,378.088 (meters)                     COMP
 DF4329  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 DF4329  ELLIP HEIGHT-         169.00  (meters)          (02/03/05) GPS OBS
 DF4329  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DF4329
 DF4329  HORZ ORDER  -  FIRST
 DF4329  ELLP ORDER  -  FOURTH    CLASS II
 DF4329
 DF4329.The horizontal coordinates were established by GPS observations
 DF4329.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4329
 DF4329.The orthometric height was determined by GPS observations and a
 DF4329.high-resolution geoid model.
 DF4329
 DF4329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4329
 DF4329.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4329
 DF4329.The ellipsoidal height was determined by GPS observations
 DF4329.and is referenced to NAD 83.
 DF4329
 DF4329.The geoid height was determined by GEOID03.
 DF4329
 DF4329;                    North         East     Units Scale Factor Converg.
 DF4329;SPC IL E     -   492,952.453   248,178.770   MT  1.00000804   -0 24 20.2
 DF4329;SPC IL E     - 1,617,294.84    814,233.18   sFT  1.00000804   -0 24 20.2
 DF4329;UTM  16      - 4,552,312.656   336,237.781   MT  0.99993007   -1 16 56.9
 DF4329
 DF4329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4329!SPC IL E     -   0.99997349  x   1.00000804  =   0.99998153
 DF4329!UTM  16      -   0.99997349  x   0.99993007  =   0.99990356
 DF4329
 DF4329                          SUPERSEDED SURVEY CONTROL
 DF4329
 DF4329  ELLIP H (03/04/03)  169.01   (m)                       GP(       ) 4 2
 DF4329
 DF4329.Superseded values are not recommended for survey control.
 DF4329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4329.See file dsdata.txt to determine how the superseded data were derived.
 DF4329
 DF4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3623852313(NAD 83)
 DF4329_MARKER: I = METAL ROD
 DF4329_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4329_STAMPING: DISTRICT 3 I.D.O.T. NO. 2073
 DF4329_MARK LOGO: ASCPC 
 DF4329_PROJECTION: RECESSED 8 CENTIMETERS
 DF4329_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4329+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4329_ROD/PIPE-DEPTH:  3.7 meters
 DF4329_SLEEVE-DEPTH  :  0.8 meters
 DF4329
 DF4329  HISTORY     - Date     Condition        Report By
 DF4329  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4329
 DF4329                          STATION DESCRIPTION
 DF4329
 DF4329'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4329'SET POINT +/- 5 MILES W AND 1 MILE S OF STREATOR IN SE QUAD OF INT OF
 DF4329'IL 179 ( E11TH RD) AND N 12TH RD, 52.2 FT S OF N 12TH RD CENTERLINE,
 DF4329'46.3 FT E OF E 11TH RD CENTERLINE.
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329' 
 DF4329'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4330 ***********************************************************************
 DF4330  DESIGNATION -  IL DOT DISTRICT 3 GPS 2074
 DF4330  PID         -  DF4330
 DF4330  STATE/COUNTY-  IL/LA SALLE
 DF4330  USGS QUAD   -  LEONORE (1983)
 DF4330
 DF4330                         *CURRENT SURVEY CONTROL
 DF4330  ___________________________________________________________________
 DF4330* NAD 83(1997)-  41 11 35.28457(N)    088 53 43.47306(W)     ADJUSTED  
 DF4330* NAVD 88     -       187.8    (meters)     616.     (feet)  GPS OBS   
 DF4330  ___________________________________________________________________
 DF4330  X           -      92,659.653 (meters)                     COMP
 DF4330  Y           -  -4,805,715.596 (meters)                     COMP
 DF4330  Z           -   4,178,689.112 (meters)                     COMP
 DF4330  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 DF4330  ELLIP HEIGHT-         155.04  (meters)          (02/03/05) GPS OBS
 DF4330  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 DF4330
 DF4330  HORZ ORDER  -  FIRST
 DF4330  ELLP ORDER  -  FOURTH    CLASS II
 DF4330
 DF4330.The horizontal coordinates were established by GPS observations
 DF4330.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4330
 DF4330.The orthometric height was determined by GPS observations and a
 DF4330.high-resolution geoid model.
 DF4330
 DF4330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4330
 DF4330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4330
 DF4330.The ellipsoidal height was determined by GPS observations
 DF4330.and is referenced to NAD 83.
 DF4330
 DF4330.The geoid height was determined by GEOID03.
 DF4330
 DF4330;                    North         East     Units Scale Factor Converg.
 DF4330;SPC IL E     -   502,642.296   252,849.032   MT  1.00000235   -0 22 12.7
 DF4330;SPC IL E     - 1,649,085.60    829,555.53   sFT  1.00000235   -0 22 12.7
 DF4330;UTM  16      - 4,561,929.013   341,055.507   MT  0.99991093   -1 14 54.9
 DF4330
 DF4330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4330!SPC IL E     -   0.99997568  x   1.00000235  =   0.99997803
 DF4330!UTM  16      -   0.99997568  x   0.99991093  =   0.99988661
 DF4330
 DF4330                          SUPERSEDED SURVEY CONTROL
 DF4330
 DF4330  ELLIP H (03/04/03)  155.06   (m)                       GP(       ) 4 2
 DF4330
 DF4330.Superseded values are not recommended for survey control.
 DF4330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4330.See file dsdata.txt to determine how the superseded data were derived.
 DF4330
 DF4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4105661929(NAD 83)
 DF4330_MARKER: I = METAL ROD
 DF4330_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4330_STAMPING: DISTRICT 3 I.D.O.T. NO. 2074
 DF4330_MARK LOGO: ASCPC 
 DF4330_PROJECTION: RECESSED 8 CENTIMETERS
 DF4330_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4330+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4330_ROD/PIPE-DEPTH:  3.7 meters
 DF4330_SLEEVE-DEPTH  :  0.8 meters
 DF4330
 DF4330  HISTORY     - Date     Condition        Report By
 DF4330  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4330
 DF4330                          STATION DESCRIPTION
 DF4330
 DF4330'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4330'SET POINT +/- 4.5 MILES E OF LEONORE ON CR 5 AT SANDY FORD
 DF4330'CONSERVATION
 DF4330'AREA - 400 FT WEST OF E. 14TH RD, 38.5 FT N OF CR 5 CENTERLINE, 5.5 FT
 DF4330'SOUTH OF
 DF4330'FENCE, 81.1 FT E OF STEEP GRADE SIGN.
 DF4330' 
 DF4330' 
 DF4330' 
 DF4330' 
 DF4330' 
 DF4330' 
 DF4330' 
 DF4330' 
 DF4330' 
 DF4330' 
 DF4330' 
 DF4330'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4331 ***********************************************************************
 DF4331  DESIGNATION -  IL DOT DISTRICT 3 GPS 2075
 DF4331  PID         -  DF4331
 DF4331  STATE/COUNTY-  IL/LA SALLE
 DF4331  USGS QUAD   -  STREATOR NORTH (1983)
 DF4331
 DF4331                         *CURRENT SURVEY CONTROL
 DF4331  ___________________________________________________________________
 DF4331* NAD 83(1997)-  41 10 43.58332(N)    088 50 08.35580(W)     ADJUSTED  
 DF4331* NAVD 88     -       194.5    (meters)     638.     (feet)  GPS OBS   
 DF4331  ___________________________________________________________________
 DF4331  X           -      97,693.015 (meters)                     COMP
 DF4331  Y           -  -4,806,671.537 (meters)                     COMP
 DF4331  Z           -   4,177,493.227 (meters)                     COMP
 DF4331  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DF4331  ELLIP HEIGHT-         161.82  (meters)          (02/03/05) GPS OBS
 DF4331  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 DF4331
 DF4331  HORZ ORDER  -  FIRST
 DF4331  ELLP ORDER  -  FOURTH    CLASS II
 DF4331
 DF4331.The horizontal coordinates were established by GPS observations
 DF4331.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4331
 DF4331.The orthometric height was determined by GPS observations and a
 DF4331.high-resolution geoid model.
 DF4331
 DF4331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4331
 DF4331.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4331
 DF4331.The ellipsoidal height was determined by GPS observations
 DF4331.and is referenced to NAD 83.
 DF4331
 DF4331.The geoid height was determined by GEOID03.
 DF4331
 DF4331;                    North         East     Units Scale Factor Converg.
 DF4331;SPC IL E     -   501,016.714   257,852.505   MT  0.99999685   -0 19 50.7
 DF4331;SPC IL E     - 1,643,752.34    845,971.09   sFT  0.99999685   -0 19 50.7
 DF4331;UTM  16      - 4,560,227.097   346,032.986   MT  0.99989176   -1 12 31.9
 DF4331
 DF4331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4331!SPC IL E     -   0.99997462  x   0.99999685  =   0.99997147
 DF4331!UTM  16      -   0.99997462  x   0.99989176  =   0.99986638
 DF4331
 DF4331                          SUPERSEDED SURVEY CONTROL
 DF4331
 DF4331  ELLIP H (03/04/03)  161.83   (m)                       GP(       ) 4 2
 DF4331
 DF4331.Superseded values are not recommended for survey control.
 DF4331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4331.See file dsdata.txt to determine how the superseded data were derived.
 DF4331
 DF4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4603360227(NAD 83)
 DF4331_MARKER: I = METAL ROD
 DF4331_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4331_STAMPING: DISTRICT 3 I.D.O.T. NO. 2075
 DF4331_MARK LOGO: ASCPC 
 DF4331_PROJECTION: RECESSED 5 CENTIMETERS
 DF4331_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4331+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4331_ROD/PIPE-DEPTH:  3.7 meters
 DF4331_SLEEVE-DEPTH  :  0.8 meters
 DF4331
 DF4331  HISTORY     - Date     Condition        Report By
 DF4331  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4331
 DF4331                          STATION DESCRIPTION
 DF4331
 DF4331'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4331'SET POINT +/- 2 MILES N OF STREATOR IN SE QUAD OF INT OF RT 23 AND
 DF4331'N17TH RD/CR 5, 9.2 FT N OF ROW MARKER, 96.8 FT E OF RT 23, 159.3 FT
 DF4331'S OF CR 5  CENTERLINE.
 DF4331' 
 DF4331' 
 DF4331' 
 DF4331' 
 DF4331' 
 DF4331' 
 DF4331' 
 DF4331' 
 DF4331' 
 DF4331'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4332 ***********************************************************************
 DF4332  DESIGNATION -  IL DOT DISTRICT 3 GPS 2083
 DF4332  PID         -  DF4332
 DF4332  STATE/COUNTY-  IL/LA SALLE
 DF4332  USGS QUAD   -  VARNA (1983)
 DF4332
 DF4332                         *CURRENT SURVEY CONTROL
 DF4332  ___________________________________________________________________
 DF4332* NAD 83(1997)-  41 07 08.39631(N)    089 08 35.98708(W)     ADJUSTED  
 DF4332* NAVD 88     -       196.4    (meters)     644.     (feet)  GPS OBS   
 DF4332  ___________________________________________________________________
 DF4332  X           -      71,945.485 (meters)                     COMP
 DF4332  Y           -  -4,811,495.917 (meters)                     COMP
 DF4332  Z           -   4,172,495.575 (meters)                     COMP
 DF4332  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DF4332  ELLIP HEIGHT-         163.57  (meters)          (02/03/05) GPS OBS
 DF4332  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 DF4332
 DF4332  HORZ ORDER  -  FIRST
 DF4332  ELLP ORDER  -  FOURTH    CLASS II
 DF4332
 DF4332.The horizontal coordinates were established by GPS observations
 DF4332.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4332
 DF4332.The orthometric height was determined by GPS observations and a
 DF4332.high-resolution geoid model.
 DF4332
 DF4332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4332
 DF4332.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4332
 DF4332.The ellipsoidal height was determined by GPS observations
 DF4332.and is referenced to NAD 83.
 DF4332
 DF4332.The geoid height was determined by GEOID03.
 DF4332
 DF4332;                    North         East     Units Scale Factor Converg.
 DF4332;SPC IL E     -   494,573.128   231,974.908   MT  1.00003193   -0 31 57.7
 DF4332;SPC IL E     - 1,622,612.00    761,071.01   sFT  1.00003193   -0 31 57.7
 DF4332;UTM  16      - 4,554,181.061   320,061.526   MT  0.99999850   -1 24 35.6
 DF4332
 DF4332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4332!SPC IL E     -   0.99997434  x   1.00003193  =   1.00000627
 DF4332!UTM  16      -   0.99997434  x   0.99999850  =   0.99997284
 DF4332
 DF4332                          SUPERSEDED SURVEY CONTROL
 DF4332
 DF4332  ELLIP H (03/04/03)  163.59   (m)                       GP(       ) 4 2
 DF4332
 DF4332.Superseded values are not recommended for survey control.
 DF4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4332.See file dsdata.txt to determine how the superseded data were derived.
 DF4332
 DF4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2006254181(NAD 83)
 DF4332_MARKER: I = METAL ROD
 DF4332_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4332_STAMPING: DISTRICT 3 I.D.O.T. NO. 2083
 DF4332_MARK LOGO: ASCPC 
 DF4332_PROJECTION: RECESSED 5 CENTIMETERS
 DF4332_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4332+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 DF4332_ROD/PIPE-DEPTH:  6.1 meters
 DF4332_SLEEVE-DEPTH  :  0.8 meters
 DF4332
 DF4332  HISTORY     - Date     Condition        Report By
 DF4332  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4332  HISTORY     - 20051129 GOOD             FARNGP
 DF4332
 DF4332                          STATION DESCRIPTION
 DF4332
 DF4332'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4332'SET POINT 2.5 MILES W OF MAGNOLIA IN NW QUAD OF INT OF IL RT 18 AND
 DF4332'E 1ST RD.  24 FT W OF E 1ST RD CENTERLINE, 113 FT N OF RT 18
 DF4332'CENTERLINE,
 DF4332'1.5 FT S OF NEW ROW MARKER AT CORNER CUT.
 DF4332' 
 DF4332' 
 DF4332' 
 DF4332' 
 DF4332' 
 DF4332' 
 DF4332' 
 DF4332' 
 DF4332' 
 DF4332' 
 DF4332' 
 DF4332'
 DF4332
 DF4332                          STATION RECOVERY (2005)
 DF4332
 DF4332'RECOVERY NOTE BY FARNSWORTH GROUP 2005 (KDV)
 DF4332'THIS MONUMENT IS 2.5 EAST OF MAGNOLIA NOT 2.5 WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4333 ***********************************************************************
 DF4333  DESIGNATION -  IL DOT DISTRICT 3 GPS 2087
 DF4333  PID         -  DF4333
 DF4333  STATE/COUNTY-  IL/MARSHALL
 DF4333  USGS QUAD   -  VARNA (1983)
 DF4333
 DF4333                         *CURRENT SURVEY CONTROL
 DF4333  ___________________________________________________________________
 DF4333* NAD 83(1997)-  41 04 32.89414(N)    089 12 35.59205(W)     ADJUSTED  
 DF4333* NAVD 88     -       207.0    (meters)     679.     (feet)  GPS OBS   
 DF4333  ___________________________________________________________________
 DF4333  X           -      66,399.816 (meters)                     COMP
 DF4333  Y           -  -4,814,737.291 (meters)                     COMP
 DF4333  Z           -   4,168,887.389 (meters)                     COMP
 DF4333  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DF4333  ELLIP HEIGHT-         174.13  (meters)          (02/03/05) GPS OBS
 DF4333  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DF4333
 DF4333  HORZ ORDER  -  FIRST
 DF4333  ELLP ORDER  -  FOURTH    CLASS II
 DF4333
 DF4333.The horizontal coordinates were established by GPS observations
 DF4333.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4333
 DF4333.The orthometric height was determined by GPS observations and a
 DF4333.high-resolution geoid model.
 DF4333
 DF4333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4333
 DF4333.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4333
 DF4333.The ellipsoidal height was determined by GPS observations
 DF4333.and is referenced to NAD 83.
 DF4333
 DF4333.The geoid height was determined by GEOID03.
 DF4333
 DF4333;                    North         East     Units Scale Factor Converg.
 DF4333;SPC IL W     -   489,884.525   780,402.352   MT  1.00002071   +0 37 43.3
 DF4333;SPC IL W     - 1,607,229.48  2,560,370.05   sFT  1.00002071   +0 37 43.3
 DF4333;UTM  16      - 4,549,525.099   314,351.866   MT  1.00002420   -1 27 08.8
 DF4333
 DF4333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4333!SPC IL W     -   0.99997269  x   1.00002071  =   0.99999340
 DF4333!UTM  16      -   0.99997269  x   1.00002420  =   0.99999689
 DF4333
 DF4333                          SUPERSEDED SURVEY CONTROL
 DF4333
 DF4333  ELLIP H (03/04/03)  174.15   (m)                       GP(       ) 4 2
 DF4333
 DF4333.Superseded values are not recommended for survey control.
 DF4333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4333.See file dsdata.txt to determine how the superseded data were derived.
 DF4333
 DF4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1435249525(NAD 83)
 DF4333_MARKER: I = METAL ROD
 DF4333_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4333_STAMPING: DISTRICT 3 I.D.O.T. NO. 2087
 DF4333_MARK LOGO: ASCPC 
 DF4333_PROJECTION: RECESSED 8 CENTIMETERS
 DF4333_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4333+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4333_ROD/PIPE-DEPTH:  3.7 meters
 DF4333_SLEEVE-DEPTH  :  0.8 meters
 DF4333
 DF4333  HISTORY     - Date     Condition        Report By
 DF4333  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4333
 DF4333                          STATION DESCRIPTION
 DF4333
 DF4333'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4333'SET POINT +/- 3 MILES N OF VARNA AT INT OF RT 89 AND OLD STAGE COACH
 DF4333'RD,
 DF4333' +/- 1 MILES N OF LAKE WILDWOOD ENT,  38 FT E OF RT 89 CENTERLINE, AT
 DF4333' CORNER OF FENCE FOR ROBERTS CEMETERY ON S. EDGE, 2 FT NW OF ROW
 DF4333'MARKER.
 DF4333' 
 DF4333' 
 DF4333' 
 DF4333' 
 DF4333' 
 DF4333' 
 DF4333' 
 DF4333' 
 DF4333' 
 DF4333'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4334 ***********************************************************************
 DF4334  DESIGNATION -  IL DOT DISTRICT 3 GPS 2091
 DF4334  PID         -  DF4334
 DF4334  STATE/COUNTY-  IL/PUTNAM
 DF4334  USGS QUAD   -  FLORID (1972)
 DF4334
 DF4334                         *CURRENT SURVEY CONTROL
 DF4334  ___________________________________________________________________
 DF4334* NAD 83(1997)-  41 10 35.60034(N)    089 18 32.89275(W)     ADJUSTED  
 DF4334* NAVD 88     -       148.0    (meters)     486.     (feet)  GPS OBS   
 DF4334  ___________________________________________________________________
 DF4334  X           -      57,970.153 (meters)                     COMP
 DF4334  Y           -  -4,807,441.573 (meters)                     COMP
 DF4334  Z           -   4,177,276.997 (meters)                     COMP
 DF4334  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DF4334  ELLIP HEIGHT-         114.94  (meters)          (02/03/05) GPS OBS
 DF4334  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 DF4334
 DF4334  HORZ ORDER  -  FIRST
 DF4334  ELLP ORDER  -  FOURTH    CLASS II
 DF4334
 DF4334.The horizontal coordinates were established by GPS observations
 DF4334.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4334
 DF4334.The orthometric height was determined by GPS observations and a
 DF4334.high-resolution geoid model.
 DF4334
 DF4334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4334
 DF4334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4334
 DF4334.The ellipsoidal height was determined by GPS observations
 DF4334.and is referenced to NAD 83.
 DF4334
 DF4334.The geoid height was determined by GEOID03.
 DF4334
 DF4334;                    North         East     Units Scale Factor Converg.
 DF4334;SPC IL W     -   500,986.383   771,951.690   MT  1.00000487   +0 33 52.6
 DF4334;SPC IL W     - 1,643,652.82  2,532,644.84   sFT  1.00000487   +0 33 52.6
 DF4334;UTM  16      - 4,560,927.158   306,310.117   MT  1.00006174   -1 31 14.8
 DF4334
 DF4334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4334!SPC IL W     -   0.99998197  x   1.00000487  =   0.99998684
 DF4334!UTM  16      -   0.99998197  x   1.00006174  =   1.00004371
 DF4334
 DF4334                          SUPERSEDED SURVEY CONTROL
 DF4334
 DF4334  ELLIP H (03/04/03)  114.97   (m)                       GP(       ) 4 2
 DF4334
 DF4334.Superseded values are not recommended for survey control.
 DF4334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4334.See file dsdata.txt to determine how the superseded data were derived.
 DF4334
 DF4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0631060927(NAD 83)
 DF4334_MARKER: I = METAL ROD
 DF4334_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4334_STAMPING: DISTRICT 3 I.D.O.T. NO. 2091
 DF4334_MARK LOGO: ASCPC 
 DF4334_PROJECTION: RECESSED 5 CENTIMETERS
 DF4334_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4334+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4334_ROD/PIPE-DEPTH:  9.8 meters
 DF4334_SLEEVE-DEPTH  :  0.8 meters
 DF4334
 DF4334  HISTORY     - Date     Condition        Report By
 DF4334  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4334
 DF4334                          STATION DESCRIPTION
 DF4334
 DF4334'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4334'SET POINT +/- 0.5 MILES W OF MCNABB IN SW QUAD OF INT. OF IL RT 26 AND
 DF4334'500N RD (MCNABB BLACKTOP).  37 FT S OF 500 N CENTERLINE, 98.5 FT W OF
 DF4334'RT 26 CENTERLINE, AT CORNERCUT, 1.5 FT OFF OF WHITE BOARD FENCE.
 DF4334' 
 DF4334' 
 DF4334' 
 DF4334' 
 DF4334' 
 DF4334' 
 DF4334'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4335 ***********************************************************************
 DF4335  DESIGNATION -  IL DOT DISTRICT 3 GPS 2214
 DF4335  PID         -  DF4335
 DF4335  STATE/COUNTY-  IL/LA SALLE
 DF4335  USGS QUAD   -  SERENA (1970)
 DF4335
 DF4335                         *CURRENT SURVEY CONTROL
 DF4335  ___________________________________________________________________
 DF4335* NAD 83(1997)-  41 22 34.42795(N)    088 42 23.38564(W)     ADJUSTED  
 DF4335* NAVD 88     -       226.6    (meters)     743.     (feet)  GPS OBS   
 DF4335  ___________________________________________________________________
 DF4335  X           -     108,202.100 (meters)                     COMP
 DF4335  Y           -  -4,791,999.439 (meters)                     COMP
 DF4335  Z           -   4,193,995.240 (meters)                     COMP
 DF4335  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DF4335  ELLIP HEIGHT-         193.80  (meters)          (02/03/05) GPS OBS
 DF4335  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DF4335
 DF4335  HORZ ORDER  -  FIRST
 DF4335  ELLP ORDER  -  FOURTH    CLASS II
 DF4335
 DF4335.The horizontal coordinates were established by GPS observations
 DF4335.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4335
 DF4335.The orthometric height was determined by GPS observations and a
 DF4335.high-resolution geoid model.
 DF4335
 DF4335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4335
 DF4335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4335
 DF4335.The ellipsoidal height was determined by GPS observations
 DF4335.and is referenced to NAD 83.
 DF4335
 DF4335.The geoid height was determined by GEOID03.
 DF4335
 DF4335;                    North         East     Units Scale Factor Converg.
 DF4335;SPC IL E     -   522,891.126   268,783.848   MT  0.99998699   -0 14 48.0
 DF4335;SPC IL E     - 1,715,518.64    881,835.01   sFT  0.99998699   -0 14 48.0
 DF4335;UTM  16      - 4,581,928.458   357,297.564   MT  0.99985062   -1 07 41.5
 DF4335
 DF4335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4335!SPC IL E     -   0.99996960  x   0.99998699  =   0.99995659
 DF4335!UTM  16      -   0.99996960  x   0.99985062  =   0.99982023
 DF4335
 DF4335                          SUPERSEDED SURVEY CONTROL
 DF4335
 DF4335  ELLIP H (03/04/03)  193.81   (m)                       GP(       ) 4 2
 DF4335
 DF4335.Superseded values are not recommended for survey control.
 DF4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4335.See file dsdata.txt to determine how the superseded data were derived.
 DF4335
 DF4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5729881928(NAD 83)
 DF4335_MARKER: I = METAL ROD
 DF4335_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4335_STAMPING: DISTRICT 3 I.D.O.T. NO. 2214
 DF4335_MARK LOGO: ASCPC 
 DF4335_PROJECTION: RECESSED 8 CENTIMETERS
 DF4335_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4335+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4335_ROD/PIPE-DEPTH:  3.0 meters
 DF4335_SLEEVE-DEPTH  :  0.8 meters
 DF4335
 DF4335  HISTORY     - Date     Condition        Report By
 DF4335  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4335
 DF4335                          STATION DESCRIPTION
 DF4335
 DF4335'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4335'SET POINT +/- 2.5 MILES N OF MARSEILLES IN NW INFIELD AT CH 15 AND
 DF4335'I80 INTERCHANGE, 78.7 FT W OF CH 15 CENTERLINE, 68.4 FT SW OF LIGHT
 DF4335'POLE 88-8.
 DF4335' 
 DF4335' 
 DF4335' 
 DF4335' 
 DF4335' 
 DF4335' 
 DF4335' 
 DF4335' 
 DF4335' 
 DF4335' 
 DF4335'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4336 ***********************************************************************
 DF4336  DESIGNATION -  IL DOT DISTRICT 3 GPS 2221
 DF4336  PID         -  DF4336
 DF4336  STATE/COUNTY-  IL/LA SALLE
 DF4336  USGS QUAD   -  WEDRON (1970)
 DF4336
 DF4336                         *CURRENT SURVEY CONTROL
 DF4336  ___________________________________________________________________
 DF4336* NAD 83(1997)-  41 28 09.45850(N)    088 50 16.59829(W)     ADJUSTED  
 DF4336* NAVD 88     -       193.4    (meters)     635.     (feet)  GPS OBS   
 DF4336  ___________________________________________________________________
 DF4336  X           -      97,068.825 (meters)                     COMP
 DF4336  Y           -  -4,785,372.873 (meters)                     COMP
 DF4336  Z           -   4,201,723.665 (meters)                     COMP
 DF4336  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DF4336  ELLIP HEIGHT-         160.34  (meters)          (02/03/05) GPS OBS
 DF4336  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 DF4336
 DF4336  HORZ ORDER  -  FIRST
 DF4336  ELLP ORDER  -  FOURTH    CLASS II
 DF4336
 DF4336.The horizontal coordinates were established by GPS observations
 DF4336.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4336
 DF4336.The orthometric height was determined by GPS observations and a
 DF4336.high-resolution geoid model.
 DF4336
 DF4336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4336
 DF4336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4336
 DF4336.The ellipsoidal height was determined by GPS observations
 DF4336.and is referenced to NAD 83.
 DF4336
 DF4336.The geoid height was determined by GEOID03.
 DF4336
 DF4336;                    North         East     Units Scale Factor Converg.
 DF4336;SPC IL E     -   533,282.482   257,848.035   MT  0.99999686   -0 20 03.0
 DF4336;SPC IL E     - 1,749,610.94    845,956.43   sFT  0.99999686   -0 20 03.0
 DF4336;UTM  16      - 4,592,485.702   346,524.380   MT  0.99988988   -1 13 02.5
 DF4336
 DF4336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4336!SPC IL E     -   0.99997485  x   0.99999686  =   0.99997171
 DF4336!UTM  16      -   0.99997485  x   0.99988988  =   0.99986473
 DF4336
 DF4336                          SUPERSEDED SURVEY CONTROL
 DF4336
 DF4336  ELLIP H (03/04/03)  160.36   (m)                       GP(       ) 4 2
 DF4336
 DF4336.Superseded values are not recommended for survey control.
 DF4336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4336.See file dsdata.txt to determine how the superseded data were derived.
 DF4336
 DF4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4652492486(NAD 83)
 DF4336_MARKER: I = METAL ROD
 DF4336_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4336_STAMPING: DISTRICT 3 I.D.O.T. NO. 2221
 DF4336_MARK LOGO: ASCPC 
 DF4336_PROJECTION: RECESSED 10 CENTIMETERS
 DF4336_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4336+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4336_ROD/PIPE-DEPTH:  7.3 meters
 DF4336_SLEEVE-DEPTH  :  0.8 meters
 DF4336
 DF4336  HISTORY     - Date     Condition        Report By
 DF4336  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4336
 DF4336                          STATION DESCRIPTION
 DF4336
 DF4336'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4336'SET POINT +/- 6.5 MILES N OF OTTAWA, +/- 475 FT S ALONG RT 23 OF INT
 DF4336'RT 52 AND IL RT 23 (SE QUAD), LOCATED IN SOUTHERLY PORTION OF OLD
 DF4336'ROW WHERE OLD ROAD CURVES TO EAST.  81.7 FT E OF RT 23 CENTERLINE,
 DF4336'90.2 FT N OF ROW MARKER WHERE ROW STARTS RUNNING PARALLEL TO RT
 DF4336'23, 72.5 FT SE OF MAILBOX FOR HOUSE ON WEST SIDE OF RT 23.
 DF4336' 
 DF4336' 
 DF4336' 
 DF4336' 
 DF4336' 
 DF4336' 
 DF4336' 
 DF4336' 
 DF4336' 
 DF4336'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4337 ***********************************************************************
 DF4337  DESIGNATION -  IL DOT DISTRICT 3 GPS 2222
 DF4337  PID         -  DF4337
 DF4337  STATE/COUNTY-  IL/LA SALLE
 DF4337  USGS QUAD   -  OTTAWA (1994)
 DF4337
 DF4337                         *CURRENT SURVEY CONTROL
 DF4337  ___________________________________________________________________
 DF4337* NAD 83(1997)-  41 17 16.95674(N)    088 49 54.19293(W)     ADJUSTED  
 DF4337* NAVD 88     -       183.8    (meters)     603.     (feet)  GPS OBS   
 DF4337  ___________________________________________________________________
 DF4337  X           -      97,859.802 (meters)                     COMP
 DF4337  Y           -  -4,798,659.391 (meters)                     COMP
 DF4337  Z           -   4,186,612.529 (meters)                     COMP
 DF4337  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 DF4337  ELLIP HEIGHT-         151.03  (meters)          (02/03/05) GPS OBS
 DF4337  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF4337
 DF4337  HORZ ORDER  -  FIRST
 DF4337  ELLP ORDER  -  FOURTH    CLASS II
 DF4337
 DF4337.The horizontal coordinates were established by GPS observations
 DF4337.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4337
 DF4337.The orthometric height was determined by GPS observations and a
 DF4337.high-resolution geoid model.
 DF4337
 DF4337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4337
 DF4337.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4337
 DF4337.The ellipsoidal height was determined by GPS observations
 DF4337.and is referenced to NAD 83.
 DF4337
 DF4337.The geoid height was determined by GEOID03.
 DF4337
 DF4337;                    North         East     Units Scale Factor Converg.
 DF4337;SPC IL E     -   513,149.971   258,252.179   MT  0.99999644   -0 19 43.9
 DF4337;SPC IL E     - 1,683,559.53    847,282.36   sFT  0.99999644   -0 19 43.9
 DF4337;UTM  16      - 4,572,351.509   346,618.699   MT  0.99988954   -1 12 32.0
 DF4337
 DF4337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4337!SPC IL E     -   0.99997631  x   0.99999644  =   0.99997275
 DF4337!UTM  16      -   0.99997631  x   0.99988954  =   0.99986585
 DF4337
 DF4337                          SUPERSEDED SURVEY CONTROL
 DF4337
 DF4337  ELLIP H (03/04/03)  151.05   (m)                       GP(       ) 4 2
 DF4337
 DF4337.Superseded values are not recommended for survey control.
 DF4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4337.See file dsdata.txt to determine how the superseded data were derived.
 DF4337
 DF4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4661972352(NAD 83)
 DF4337_MARKER: I = METAL ROD
 DF4337_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4337_STAMPING: DISTRICT 3 I.D.O.T. NO. 2222
 DF4337_MARK LOGO: ASCPC 
 DF4337_PROJECTION: RECESSED 5 CENTIMETERS
 DF4337_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4337+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4337_ROD/PIPE-DEPTH:  4.9 meters
 DF4337_SLEEVE-DEPTH  :  0.8 meters
 DF4337
 DF4337  HISTORY     - Date     Condition        Report By
 DF4337  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4337
 DF4337                          STATION DESCRIPTION
 DF4337
 DF4337'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4337'SET POINT +/- 3 MILES S OF OTTAWA, +/- 1300 FT E OF RT 23, 51.2 FT S
 DF4337'OF
 DF4337'2450TH RD CENTERLINE, 41.5 FT E OF RR CENTERLINE.
 DF4337' 
 DF4337' 
 DF4337' 
 DF4337' 
 DF4337' 
 DF4337' 
 DF4337' 
 DF4337' 
 DF4337' 
 DF4337' 
 DF4337'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4338 ***********************************************************************
 DF4338  DESIGNATION -  IL DOT DISTRICT 3 GPS 2225
 DF4338  PID         -  DF4338
 DF4338  STATE/COUNTY-  IL/LA SALLE
 DF4338  USGS QUAD   -  WEDRON (1970)
 DF4338
 DF4338                         *CURRENT SURVEY CONTROL
 DF4338  ___________________________________________________________________
 DF4338* NAD 83(1997)-  41 26 25.21364(N)    088 46 27.68652(W)     ADJUSTED  
 DF4338* NAVD 88     -       167.4    (meters)     549.     (feet)  GPS OBS   
 DF4338  ___________________________________________________________________
 DF4338  X           -     102,424.676 (meters)                     COMP
 DF4338  Y           -  -4,787,371.402 (meters)                     COMP
 DF4338  Z           -   4,199,296.064 (meters)                     COMP
 DF4338  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DF4338  ELLIP HEIGHT-         134.36  (meters)          (02/03/05) GPS OBS
 DF4338  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DF4338
 DF4338  HORZ ORDER  -  FIRST
 DF4338  ELLP ORDER  -  FOURTH    CLASS II
 DF4338
 DF4338.The horizontal coordinates were established by GPS observations
 DF4338.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4338
 DF4338.The orthometric height was determined by GPS observations and a
 DF4338.high-resolution geoid model.
 DF4338
 DF4338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4338
 DF4338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4338
 DF4338.The ellipsoidal height was determined by GPS observations
 DF4338.and is referenced to NAD 83.
 DF4338
 DF4338.The geoid height was determined by GEOID03.
 DF4338
 DF4338;                    North         East     Units Scale Factor Converg.
 DF4338;SPC IL E     -   530,037.491   263,143.281   MT  0.99999171   -0 17 30.8
 DF4338;SPC IL E     - 1,738,964.67    863,329.25   sFT  0.99999171   -0 17 30.8
 DF4338;UTM  16      - 4,589,159.879   351,768.395   MT  0.99987041   -1 10 28.4
 DF4338
 DF4338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4338!SPC IL E     -   0.99997893  x   0.99999171  =   0.99997064
 DF4338!UTM  16      -   0.99997893  x   0.99987041  =   0.99984934
 DF4338
 DF4338                          SUPERSEDED SURVEY CONTROL
 DF4338
 DF4338  ELLIP H (03/04/03)  134.37   (m)                       GP(       ) 4 2
 DF4338
 DF4338.Superseded values are not recommended for survey control.
 DF4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4338.See file dsdata.txt to determine how the superseded data were derived.
 DF4338
 DF4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5176889160(NAD 83)
 DF4338_MARKER: I = METAL ROD
 DF4338_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4338_STAMPING: DISTRICT 3 I.D.O.T. NO. 2225
 DF4338_MARK LOGO: ASCPC 
 DF4338_PROJECTION: RECESSED 8 CENTIMETERS
 DF4338_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4338+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 DF4338_ROD/PIPE-DEPTH:  4.3 meters
 DF4338_SLEEVE-DEPTH  :  0.8 meters
 DF4338
 DF4338  HISTORY     - Date     Condition        Report By
 DF4338  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4338  HISTORY     - 20051107 GOOD             JCLS
 DF4338
 DF4338                          STATION DESCRIPTION
 DF4338
 DF4338'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4338'SET POINT IN WEDRON IN SE QUAD OF INT OF CH 2(N 35TH RD) AND CH 21
 DF4338'(E 2056), 102.4 FT S OF CR 2 CENTERLINE, 65.5 FT E OF CR 21
 DF4338'CENTERLINE.
 DF4338' 
 DF4338' 
 DF4338' 
 DF4338' 
 DF4338' 
 DF4338' 
 DF4338' 
 DF4338' 
 DF4338' 
 DF4338' 
 DF4338'
 DF4338
 DF4338                          STATION RECOVERY (2005)
 DF4338
 DF4338'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 DF4338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4339 ***********************************************************************
 DF4339  DESIGNATION -  IL DOT DISTRICT 3 GPS 2232
 DF4339  PID         -  DF4339
 DF4339  STATE/COUNTY-  IL/PUTNAM
 DF4339  USGS QUAD   -  SPRING VALLEY (1979)
 DF4339
 DF4339                         *CURRENT SURVEY CONTROL
 DF4339  ___________________________________________________________________
 DF4339* NAD 83(1997)-  41 15 13.94771(N)    089 12 06.67106(W)     ADJUSTED  
 DF4339* NAVD 88     -       213.9    (meters)     702.     (feet)  GPS OBS   
 DF4339  ___________________________________________________________________
 DF4339  X           -      66,893.644 (meters)                     COMP
 DF4339  Y           -  -4,801,716.850 (meters)                     COMP
 DF4339  Z           -   4,183,780.005 (meters)                     COMP
 DF4339  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DF4339  ELLIP HEIGHT-         180.92  (meters)          (02/03/05) GPS OBS
 DF4339  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 DF4339
 DF4339  HORZ ORDER  -  FIRST
 DF4339  ELLP ORDER  -  FOURTH    CLASS II
 DF4339
 DF4339.The horizontal coordinates were established by GPS observations
 DF4339.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4339
 DF4339.The orthometric height was determined by GPS observations and a
 DF4339.high-resolution geoid model.
 DF4339
 DF4339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4339
 DF4339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4339
 DF4339.The ellipsoidal height was determined by GPS observations
 DF4339.and is referenced to NAD 83.
 DF4339
 DF4339.The geoid height was determined by GEOID03.
 DF4339
 DF4339;                    North         East     Units Scale Factor Converg.
 DF4339;SPC IL W     -   509,667.167   780,858.250   MT  1.00002161   +0 38 10.4
 DF4339;SPC IL W     - 1,672,133.03  2,561,865.78   sFT  1.00002161   +0 38 10.4
 DF4339;UTM  16      - 4,569,278.067   315,527.139   MT  1.00001883   -1 27 08.3
 DF4339
 DF4339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4339!SPC IL W     -   0.99997162  x   1.00002161  =   0.99999323
 DF4339!UTM  16      -   0.99997162  x   1.00001883  =   0.99999045
 DF4339
 DF4339                          SUPERSEDED SURVEY CONTROL
 DF4339
 DF4339  ELLIP H (03/04/03)  180.94   (m)                       GP(       ) 4 2
 DF4339
 DF4339.Superseded values are not recommended for survey control.
 DF4339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4339.See file dsdata.txt to determine how the superseded data were derived.
 DF4339
 DF4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1552769278(NAD 83)
 DF4339_MARKER: I = METAL ROD
 DF4339_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4339_STAMPING: DISTRICT 3 I.D.O.T. NO. 2232
 DF4339_MARK LOGO: ASCPC 
 DF4339_PROJECTION: RECESSED 3 CENTIMETERS
 DF4339_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4339+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4339_ROD/PIPE-DEPTH:  7.3 meters
 DF4339_SLEEVE-DEPTH  :  0.8 meters
 DF4339
 DF4339  HISTORY     - Date     Condition        Report By
 DF4339  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4339
 DF4339                          STATION DESCRIPTION
 DF4339
 DF4339'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4339'SET POINT +/- 1 MILE E OF GRANVILLE ON E SIDE OF IL RT 89, +/- 1340 FT
 DF4339'S OF
 DF4339'IL RT 71, 39 FT E OF RT 89 CENTERLINE ON BACKSLOPE, 77 FT E OF SPEED
 DF4339'LIMIT SIGN.
 DF4339' 
 DF4339' 
 DF4339' 
 DF4339' 
 DF4339' 
 DF4339' 
 DF4339' 
 DF4339' 
 DF4339'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4340 ***********************************************************************
 DF4340  DESIGNATION -  IL DOT DISTRICT 3 GPS 2242
 DF4340  PID         -  DF4340
 DF4340  STATE/COUNTY-  IL/PUTNAM
 DF4340  USGS QUAD   -  DEPUE (1979)
 DF4340
 DF4340                         *CURRENT SURVEY CONTROL
 DF4340  ___________________________________________________________________
 DF4340* NAD 83(1997)-  41 15 18.59504(N)    089 19 39.28281(W)     ADJUSTED  
 DF4340* NAVD 88     -       162.5    (meters)     533.     (feet)  GPS OBS   
 DF4340  ___________________________________________________________________
 DF4340  X           -      56,355.406 (meters)                     COMP
 DF4340  Y           -  -4,801,718.783 (meters)                     COMP
 DF4340  Z           -   4,183,853.791 (meters)                     COMP
 DF4340  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 DF4340  ELLIP HEIGHT-         129.36  (meters)          (02/03/05) GPS OBS
 DF4340  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DF4340
 DF4340  HORZ ORDER  -  FIRST
 DF4340  ELLP ORDER  -  FOURTH    CLASS II
 DF4340
 DF4340.The horizontal coordinates were established by GPS observations
 DF4340.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4340
 DF4340.The orthometric height was determined by GPS observations and a
 DF4340.high-resolution geoid model.
 DF4340
 DF4340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4340
 DF4340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4340
 DF4340.The ellipsoidal height was determined by GPS observations
 DF4340.and is referenced to NAD 83.
 DF4340
 DF4340.The geoid height was determined by GEOID03.
 DF4340
 DF4340;                    North         East     Units Scale Factor Converg.
 DF4340;SPC IL W     -   509,701.146   770,320.067   MT  1.00000201   +0 33 12.0
 DF4340;SPC IL W     - 1,672,244.51  2,527,291.75   sFT  1.00000201   +0 33 12.0
 DF4340;UTM  16      - 4,569,696.098   304,996.862   MT  1.00006801   -1 32 07.2
 DF4340
 DF4340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4340!SPC IL W     -   0.99997971  x   1.00000201  =   0.99998172
 DF4340!UTM  16      -   0.99997971  x   1.00006801  =   1.00004772
 DF4340
 DF4340                          SUPERSEDED SURVEY CONTROL
 DF4340
 DF4340  ELLIP H (03/04/03)  129.38   (m)                       GP(       ) 4 2
 DF4340
 DF4340.Superseded values are not recommended for survey control.
 DF4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4340.See file dsdata.txt to determine how the superseded data were derived.
 DF4340
 DF4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0499769696(NAD 83)
 DF4340_MARKER: I = METAL ROD
 DF4340_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4340_STAMPING: DISTRICT 3 I.D.O.T. NO. 2242
 DF4340_MARK LOGO: ASCPC 
 DF4340_PROJECTION: RECESSED 8 CENTIMETERS
 DF4340_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4340+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4340_ROD/PIPE-DEPTH:  8.5 meters
 DF4340_SLEEVE-DEPTH  :  0.8 meters
 DF4340
 DF4340  HISTORY     - Date     Condition        Report By
 DF4340  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4340
 DF4340                          STATION DESCRIPTION
 DF4340
 DF4340'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4340'SET POINT IN HENNEPIN IN SE QUAD OF INTERCHANGE INFIELD AT INTERCHANGE
 DF4340'FOR I-180 AND RT 26, 136 FT S OF 90 DEGREE FENCE CORNER FOR RAMP
 DF4340'TO 71 EAST, 91 FT E OF BITUMINOUS SHOULDER FOR NORTH BOUND RT 26,
 DF4340'68 FT E/NE OF GREENBOARD GRANVILLE/PRINCETON SIGN.
 DF4340' 
 DF4340' 
 DF4340' 
 DF4340' 
 DF4340' 
 DF4340' 
 DF4340' 
 DF4340' 
 DF4340' 
 DF4340' 
 DF4340' 
 DF4340'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4341 ***********************************************************************
 DF4341  DESIGNATION -  IL DOT DISTRICT 3 GPS 2362
 DF4341  PID         -  DF4341
 DF4341  STATE/COUNTY-  IL/KENDALL
 DF4341  USGS QUAD   -  NEWARK (1971)
 DF4341
 DF4341                         *CURRENT SURVEY CONTROL
 DF4341  ___________________________________________________________________
 DF4341* NAD 83(1997)-  41 33 19.59893(N)    088 33 41.63145(W)     ADJUSTED  
 DF4341* NAVD 88     -       214.9    (meters)     705.     (feet)  GPS OBS   
 DF4341  ___________________________________________________________________
 DF4341  X           -     119,992.186 (meters)                     COMP
 DF4341  Y           -  -4,778,525.272 (meters)                     COMP
 DF4341  Z           -   4,208,902.854 (meters)                     COMP
 DF4341  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DF4341  ELLIP HEIGHT-         181.82  (meters)          (02/03/05) GPS OBS
 DF4341  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DF4341
 DF4341  HORZ ORDER  -  FIRST
 DF4341  ELLP ORDER  -  FOURTH    CLASS II
 DF4341
 DF4341.The horizontal coordinates were established by GPS observations
 DF4341.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4341
 DF4341.The orthometric height was determined by GPS observations and a
 DF4341.high-resolution geoid model.
 DF4341
 DF4341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4341
 DF4341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4341
 DF4341.The ellipsoidal height was determined by GPS observations
 DF4341.and is referenced to NAD 83.
 DF4341
 DF4341.The geoid height was determined by GEOID03.
 DF4341
 DF4341;                    North         East     Units Scale Factor Converg.
 DF4341;SPC IL E     -   542,752.638   280,960.322   MT  0.99997946   -0 09 05.0
 DF4341;SPC IL E     - 1,780,680.95    921,783.99   sFT  0.99997946   -0 09 05.0
 DF4341;UTM  16      - 4,601,596.928   369,776.775   MT  0.99980869   -1 02 09.6
 DF4341
 DF4341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4341!SPC IL E     -   0.99997148  x   0.99997946  =   0.99995094
 DF4341!UTM  16      -   0.99997148  x   0.99980869  =   0.99978018
 DF4341
 DF4341                          SUPERSEDED SURVEY CONTROL
 DF4341
 DF4341  ELLIP H (03/04/03)  181.84   (m)                       GP(       ) 4 2
 DF4341
 DF4341.Superseded values are not recommended for survey control.
 DF4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4341.See file dsdata.txt to determine how the superseded data were derived.
 DF4341
 DF4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6977701597(NAD 83)
 DF4341_MARKER: I = METAL ROD
 DF4341_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4341_STAMPING: DISTRICT 3 I.D.O.T. NO. 2362
 DF4341_MARK LOGO: ASCPC 
 DF4341_PROJECTION: RECESSED 10 CENTIMETERS
 DF4341_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4341+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4341_ROD/PIPE-DEPTH:  3.7 meters
 DF4341_SLEEVE-DEPTH  :  0.8 meters
 DF4341
 DF4341  HISTORY     - Date     Condition        Report By
 DF4341  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4341
 DF4341                          STATION DESCRIPTION
 DF4341
 DF4341'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4341'SET POINT 1.6 MILES N OF NEWARK ALONG IL RT 71 IN AN OLD ROW AREA
 DF4341'W OF RT 71, 168 FT W OF RT 71 CENTERLINE AT OLD FENCE CORNER, 6.3 FT
 DF4341'S OF P.P., 19.8 FT E OF FENCE CORNER.
 DF4341' 
 DF4341' 
 DF4341' 
 DF4341' 
 DF4341' 
 DF4341' 
 DF4341' 
 DF4341' 
 DF4341' 
 DF4341' 
 DF4341'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4342 ***********************************************************************
 DF4342  DESIGNATION -  IL DOT DISTRICT 3 GPS 2363
 DF4342  PID         -  DF4342
 DF4342  STATE/COUNTY-  IL/LA SALLE
 DF4342  USGS QUAD   -  SHERIDAN (1978)
 DF4342
 DF4342                         *CURRENT SURVEY CONTROL
 DF4342  ___________________________________________________________________
 DF4342* NAD 83(1997)-  41 33 22.83215(N)    088 42 27.08114(W)     ADJUSTED  
 DF4342* NAVD 88     -       199.1    (meters)     653.     (feet)  GPS OBS   
 DF4342  ___________________________________________________________________
 DF4342  X           -     107,816.985 (meters)                     COMP
 DF4342  Y           -  -4,778,737.377 (meters)                     COMP
 DF4342  Z           -   4,208,966.938 (meters)                     COMP
 DF4342  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DF4342  ELLIP HEIGHT-         165.90  (meters)          (02/03/05) GPS OBS
 DF4342  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 DF4342
 DF4342  HORZ ORDER  -  FIRST
 DF4342  ELLP ORDER  -  FOURTH    CLASS II
 DF4342
 DF4342.The horizontal coordinates were established by GPS observations
 DF4342.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4342
 DF4342.The orthometric height was determined by GPS observations and a
 DF4342.high-resolution geoid model.
 DF4342
 DF4342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4342
 DF4342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4342
 DF4342.The ellipsoidal height was determined by GPS observations
 DF4342.and is referenced to NAD 83.
 DF4342
 DF4342.The geoid height was determined by GEOID03.
 DF4342
 DF4342;                    North         East     Units Scale Factor Converg.
 DF4342;SPC IL E     -   542,894.847   268,784.483   MT  0.99998699   -0 14 53.6
 DF4342;SPC IL E     - 1,781,147.51    881,837.09   sFT  0.99998699   -0 14 53.6
 DF4342;UTM  16      - 4,601,927.054   357,606.459   MT  0.99984952   -1 07 58.4
 DF4342
 DF4342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4342!SPC IL E     -   0.99997398  x   0.99998699  =   0.99996097
 DF4342!UTM  16      -   0.99997398  x   0.99984952  =   0.99982350
 DF4342
 DF4342                          SUPERSEDED SURVEY CONTROL
 DF4342
 DF4342  ELLIP H (03/04/03)  165.93   (m)                       GP(       ) 4 2
 DF4342
 DF4342.Superseded values are not recommended for survey control.
 DF4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4342.See file dsdata.txt to determine how the superseded data were derived.
 DF4342
 DF4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5760601927(NAD 83)
 DF4342_MARKER: I = METAL ROD
 DF4342_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4342_STAMPING: DISTRICT 3 I.D.O.T. NO. 2363
 DF4342_MARK LOGO: ASCPC 
 DF4342_PROJECTION: RECESSED 8 CENTIMETERS
 DF4342_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4342+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4342_ROD/PIPE-DEPTH:  3.7 meters
 DF4342_SLEEVE-DEPTH  :  0.8 meters
 DF4342
 DF4342  HISTORY     - Date     Condition        Report By
 DF4342  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4342
 DF4342                          STATION DESCRIPTION
 DF4342
 DF4342'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4342'SET POINT +/- 0.75 MILES S OF NORTHVILLE ON WEST SIDE OF E 2351 RD (CH
 DF4342'2),
 DF4342'39.8 FT W OF E2351 RD CENTERLINE, 10 FT S OF FENCE, 14.5 FT E OF NEW
 DF4342'P.P.
 DF4342' 
 DF4342' 
 DF4342' 
 DF4342' 
 DF4342' 
 DF4342' 
 DF4342' 
 DF4342' 
 DF4342' 
 DF4342' 
 DF4342' 
 DF4342'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4343 ***********************************************************************
 DF4343  DESIGNATION -  IL DOT DISTRICT 3 GPS 2092
 DF4343  PID         -  DF4343
 DF4343  STATE/COUNTY-  IL/MARSHALL
 DF4343  USGS QUAD   -  HENRY (1972)
 DF4343
 DF4343                         *CURRENT SURVEY CONTROL
 DF4343  ___________________________________________________________________
 DF4343* NAD 83(1997)-  41 05 55.32079(N)    089 20 21.99311(W)     ADJUSTED  
 DF4343* NAVD 88     -       137.7    (meters)     452.     (feet)  GPS OBS   
 DF4343  ___________________________________________________________________
 DF4343  X           -      55,492.817 (meters)                     COMP
 DF4343  Y           -  -4,813,151.727 (meters)                     COMP
 DF4343  Z           -   4,170,758.285 (meters)                     COMP
 DF4343  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 DF4343  ELLIP HEIGHT-         104.67  (meters)          (02/03/05) GPS OBS
 DF4343  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 DF4343
 DF4343  HORZ ORDER  -  FIRST
 DF4343  ELLP ORDER  -  FOURTH    CLASS II
 DF4343
 DF4343.The horizontal coordinates were established by GPS observations
 DF4343.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4343
 DF4343.The orthometric height was determined by GPS observations and a
 DF4343.high-resolution geoid model.
 DF4343
 DF4343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4343
 DF4343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4343
 DF4343.The ellipsoidal height was determined by GPS observations
 DF4343.and is referenced to NAD 83.
 DF4343
 DF4343.The geoid height was determined by GEOID03.
 DF4343
 DF4343;                    North         East     Units Scale Factor Converg.
 DF4343;SPC IL W     -   492,315.796   769,490.974   MT  1.00000059   +0 32 37.7
 DF4343;SPC IL W     - 1,615,206.07  2,524,571.64   sFT  1.00000059   +0 32 37.7
 DF4343;UTM  16      - 4,552,351.214   303,535.579   MT  1.00007507   -1 32 18.0
 DF4343
 DF4343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4343!SPC IL W     -   0.99998358  x   1.00000059  =   0.99998417
 DF4343!UTM  16      -   0.99998358  x   1.00007507  =   1.00005865
 DF4343
 DF4343                          SUPERSEDED SURVEY CONTROL
 DF4343
 DF4343  ELLIP H (03/04/03)  104.69   (m)                       GP(       ) 4 2
 DF4343
 DF4343.Superseded values are not recommended for survey control.
 DF4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4343.See file dsdata.txt to determine how the superseded data were derived.
 DF4343
 DF4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0353652351(NAD 83)
 DF4343_MARKER: I = METAL ROD
 DF4343_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4343_STAMPING: DISTRICT 3 I.D.O.T. NO. 2092
 DF4343_MARK LOGO: ASCPC 
 DF4343_PROJECTION: RECESSED 10 CENTIMETERS
 DF4343_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4343+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4343_ROD/PIPE-DEPTH: 13.4 meters
 DF4343_SLEEVE-DEPTH  :  0.8 meters
 DF4343
 DF4343  HISTORY     - Date     Condition        Report By
 DF4343  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4343
 DF4343                          STATION DESCRIPTION
 DF4343
 DF4343'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4343'SET POINT +/- 1 MILE SE OF HENRY IN SE QUAD OF INT OF RT 26 AND RT 18
 DF4343'AT
 DF4343'SANDY CREEK,  75 FT S OF RT 18 CENTERLINE, 115 FT E OF RT 26
 DF4343'CENTERLINE,
 DF4343'40 FT NE OF P.P., 3 FT NE OF NEW ROW MARKER AT CORNER CUT.
 DF4343' 
 DF4343' 
 DF4343' 
 DF4343' 
 DF4343' 
 DF4343' 
 DF4343' 
 DF4343' 
 DF4343' 
 DF4343'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4344 ***********************************************************************
 DF4344  DESIGNATION -  IL DOT DISTRICT 3 GPS 2084
 DF4344  PID         -  DF4344
 DF4344  STATE/COUNTY-  IL/PUTNAM
 DF4344  USGS QUAD   -  MC NABB (1983)
 DF4344
 DF4344                         *CURRENT SURVEY CONTROL
 DF4344  ___________________________________________________________________
 DF4344* NAD 83(1997)-  41 10 36.60389(N)    089 12 45.43409(W)     ADJUSTED  
 DF4344* NAVD 88     -       208.4    (meters)     684.     (feet)  GPS OBS   
 DF4344  ___________________________________________________________________
 DF4344  X           -      66,068.678 (meters)                     COMP
 DF4344  Y           -  -4,807,362.282 (meters)                     COMP
 DF4344  Z           -   4,177,340.158 (meters)                     COMP
 DF4344  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DF4344  ELLIP HEIGHT-         175.48  (meters)          (02/03/05) GPS OBS
 DF4344  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 DF4344
 DF4344  HORZ ORDER  -  FIRST
 DF4344  ELLP ORDER  -  FOURTH    CLASS II
 DF4344
 DF4344.The horizontal coordinates were established by GPS observations
 DF4344.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4344
 DF4344.The orthometric height was determined by GPS observations and a
 DF4344.high-resolution geoid model.
 DF4344
 DF4344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4344
 DF4344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4344
 DF4344.The ellipsoidal height was determined by GPS observations
 DF4344.and is referenced to NAD 83.
 DF4344
 DF4344.The geoid height was determined by GEOID03.
 DF4344
 DF4344;                    North         East     Units Scale Factor Converg.
 DF4344;SPC IL W     -   501,101.638   780,049.720   MT  1.00002001   +0 37 41.4
 DF4344;SPC IL W     - 1,644,030.96  2,559,213.12   sFT  1.00002001   +0 37 41.4
 DF4344;UTM  16      - 4,560,747.658   314,407.224   MT  1.00002394   -1 27 25.8
 DF4344
 DF4344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4344!SPC IL W     -   0.99997248  x   1.00002001  =   0.99999248
 DF4344!UTM  16      -   0.99997248  x   1.00002394  =   0.99999641
 DF4344
 DF4344                          SUPERSEDED SURVEY CONTROL
 DF4344
 DF4344  ELLIP H (03/04/03)  175.50   (m)                       GP(       ) 4 2
 DF4344
 DF4344.Superseded values are not recommended for survey control.
 DF4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4344.See file dsdata.txt to determine how the superseded data were derived.
 DF4344
 DF4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1440760748(NAD 83)
 DF4344_MARKER: I = METAL ROD
 DF4344_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4344_STAMPING: DISTRICT 3 I.D.O.T. NO. 2084
 DF4344_MARK LOGO: ASCPC 
 DF4344_PROJECTION: RECESSED 10 CENTIMETERS
 DF4344_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4344+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4344_ROD/PIPE-DEPTH:  3.7 meters
 DF4344_SLEEVE-DEPTH  :  0.8 meters
 DF4344
 DF4344  HISTORY     - Date     Condition        Report By
 DF4344  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4344
 DF4344                          STATION DESCRIPTION
 DF4344
 DF4344'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4344'SET POINT N OF 500N RD (MCNABB BLACKTOP) IN MCNABB AT COLEMAN MEMORIAL
 DF4344'PARK.  30 FT N OF MCNABB BLACKTOP IN GRASSY LAWN, SW OF WATER TOWER,
 DF4344'18 FT W OF P.P., 129 FT E OF P.P., 34.5 FT NE OF STORM INLET.
 DF4344' 
 DF4344' 
 DF4344' 
 DF4344' 
 DF4344' 
 DF4344' 
 DF4344' 
 DF4344'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4345 ***********************************************************************
 DF4345  DESIGNATION -  IL DOT DISTRICT 3 GPS 1872
 DF4345  PID         -  DF4345
 DF4345  STATE/COUNTY-  IL/IROQUOIS
 DF4345  USGS QUAD   -  SHELDON (1980)
 DF4345
 DF4345                         *CURRENT SURVEY CONTROL
 DF4345  ___________________________________________________________________
 DF4345* NAD 83(1997)-  40 46 36.97619(N)    087 33 45.30022(W)     ADJUSTED  
 DF4345* NAVD 88     -       205.8    (meters)     675.     (feet)  GPS OBS   
 DF4345  ___________________________________________________________________
 DF4345  X           -     205,705.810 (meters)                     COMP
 DF4345  Y           -  -4,832,560.817 (meters)                     COMP
 DF4345  Z           -   4,143,809.199 (meters)                     COMP
 DF4345  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DF4345  ELLIP HEIGHT-         172.76  (meters)          (02/03/05) GPS OBS
 DF4345  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 DF4345
 DF4345  HORZ ORDER  -  FIRST
 DF4345  ELLP ORDER  -  FOURTH    CLASS II
 DF4345
 DF4345.The horizontal coordinates were established by GPS observations
 DF4345.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4345
 DF4345.The orthometric height was determined by GPS observations and a
 DF4345.high-resolution geoid model.
 DF4345
 DF4345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4345
 DF4345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4345
 DF4345.The ellipsoidal height was determined by GPS observations
 DF4345.and is referenced to NAD 83.
 DF4345
 DF4345.The geoid height was determined by GEOID03.
 DF4345
 DF4345;                    North         East     Units Scale Factor Converg.
 DF4345;SPC IL E     -   456,556.801   365,063.982   MT  1.00002708   +0 30 12.3
 DF4345;SPC IL E     - 1,497,886.77  1,197,714.08   sFT  1.00002708   +0 30 12.3
 DF4345;UTM  16      - 4,514,147.749   452,526.610   MT  0.99962774   -0 22 02.8
 DF4345
 DF4345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4345!SPC IL E     -   0.99997290  x   1.00002708  =   0.99999998
 DF4345!UTM  16      -   0.99997290  x   0.99962774  =   0.99960065
 DF4345
 DF4345                          SUPERSEDED SURVEY CONTROL
 DF4345
 DF4345  ELLIP H (03/04/03)  172.74   (m)                       GP(       ) 4 2
 DF4345
 DF4345.Superseded values are not recommended for survey control.
 DF4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4345.See file dsdata.txt to determine how the superseded data were derived.
 DF4345
 DF4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5252714148(NAD 83)
 DF4345_MARKER: I = METAL ROD
 DF4345_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF4345_STAMPING: DISTRICT 3 I.D.O.T. NO. 1872
 DF4345_MARK LOGO: ASCPC 
 DF4345_PROJECTION: RECESSED 5 CENTIMETERS
 DF4345_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4345+SATELLITE: SATELLITE OBSERVATIONS - October , 2001
 DF4345_ROD/PIPE-DEPTH:  6.1 meters
 DF4345_SLEEVE-DEPTH  :  0.8 meters
 DF4345
 DF4345  HISTORY     - Date     Condition        Report By
 DF4345  HISTORY     - 200110   MONUMENTED       ASCPC
 DF4345
 DF4345                          STATION DESCRIPTION
 DF4345
 DF4345'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4345'SET POINT IN SHELDON, S ROW DITCH OF RT 24, 40 FT N OF FLEAGER DR
 DF4345'CENTERLINE (OLD RT 24), FIFTH ST DUE SOUTH, 72.4 FT S OF US 24 EAST
 DF4345'BOUND CENTERLINE, 36.5 FT NE OF P.P. W/ GUY WIRE.
 DF4345' 
 DF4345' 
 DF4345' 
 DF4345' 
 DF4345' 
 DF4345' 
 DF4345' 
 DF4345' 
 DF4345' 
 DF4345' 
 DF4345' 
 DF4345'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3026 ***********************************************************************
 AJ3026  DESIGNATION -  IL KANE 10 40 7
 AJ3026  PID         -  AJ3026
 AJ3026  STATE/COUNTY-  IL/KANE
 AJ3026  USGS QUAD   -  ELBURN (1993)
 AJ3026
 AJ3026                         *CURRENT SURVEY CONTROL
 AJ3026  ___________________________________________________________________
 AJ3026* NAD 83(1997)-  41 57 28.02314(N)    088 24 56.91487(W)     ADJUSTED  
 AJ3026* NAVD 88     -       263.7    (meters)     865.     (feet)  GPS OBS   
 AJ3026  ___________________________________________________________________
 AJ3026  X           -     131,326.095 (meters)                     COMP
 AJ3026  Y           -  -4,748,491.011 (meters)                     COMP
 AJ3026  Z           -   4,242,272.161 (meters)                     COMP
 AJ3026  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AJ3026  ELLIP HEIGHT-         230.50  (meters)          (02/03/05) GPS OBS
 AJ3026  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AJ3026
 AJ3026  HORZ ORDER  -  FIRST
 AJ3026  ELLP ORDER  -  FOURTH    CLASS II
 AJ3026
 AJ3026.The horizontal coordinates were established by GPS observations
 AJ3026.and adjusted by the National Geodetic Survey in April 2001..
 AJ3026
 AJ3026.The orthometric height was determined by GPS observations and a
 AJ3026.high-resolution geoid model.
 AJ3026
 AJ3026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3026
 AJ3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3026
 AJ3026.The ellipsoidal height was determined by GPS observations
 AJ3026.and is referenced to NAD 83.
 AJ3026
 AJ3026.The geoid height was determined by GEOID03.
 AJ3026
 AJ3026;                    North         East     Units Scale Factor Converg.
 AJ3026;SPC IL E     -   587,416.987   293,162.427   MT  0.99997558   -0 03 18.5
 AJ3026;SPC IL E     - 1,927,217.23    961,817.06   sFT  0.99997558   -0 03 18.5
 AJ3026;UTM  16      - 4,646,058.405   382,667.252   MT  0.99976940   -0 56 48.1
 AJ3026
 AJ3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3026!SPC IL E     -   0.99996385  x   0.99997558  =   0.99993943
 AJ3026!UTM  16      -   0.99996385  x   0.99976940  =   0.99973326
 AJ3026
 AJ3026                          SUPERSEDED SURVEY CONTROL
 AJ3026
 AJ3026  ELLIP H (04/25/01)  230.52   (m)                       GP(       ) 3 2
 AJ3026
 AJ3026.Superseded values are not recommended for survey control.
 AJ3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3026.See file dsdata.txt to determine how the superseded data were derived.
 AJ3026
 AJ3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8266746058(NAD 83)
 AJ3026_MARKER: I = METAL ROD
 AJ3026_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3026+WITH SETTING: INFORMATION.
 AJ3026_STAMPING: IL-KANE-10-40-7
 AJ3026_MARK LOGO: KCIDOT
 AJ3026_PROJECTION: FLUSH
 AJ3026_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3026+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000
 AJ3026_ROD/PIPE-DEPTH:  2.4 meters
 AJ3026_SLEEVE-DEPTH  :  0.9 meters
 AJ3026
 AJ3026  HISTORY     - Date     Condition        Report By
 AJ3026  HISTORY     - 20000811 MONUMENTED       SECI
 AJ3026
 AJ3026                          STATION DESCRIPTION
 AJ3026
 AJ3026'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3026'STATION IS LOCATED APPROXIMATELY 1.25 MI NORTHWEST OF WASCO, 5.25
 AJ3026'MI NORTHEAST OF ELBURN IN SECTION 10, T40N, R7E.  TO REACH FROM THE
 AJ3026'JUNCTION OF IL RT 47 AND EMPIRE RD PROCEED EAST ON EMPIRE RD 3.4 MI
 AJ3026'TO BURLINGTON RD, THEN PROCEED NORTHWEST 0.12 MI ON BURLINGTON
 AJ3026'RD TO THE STATION LOCATED 24.8 FT SOUTHWEST OF CENTERLINE OF
 AJ3026'BURLINGTON RD.  STATION IS LOCATED 0.45 MI NORTHWEST OF CORRON
 AJ3026'RD, 250 FT NORTHWEST OF ENTRANCE TO KANE COUNTY DEPARTMENT OF
 AJ3026'TRANSPORTATION, 247 FT SOUTHEAST OF CENTERLINE OF FAR VIEW CT, 130
 AJ3026'FT SOUTHEAST OF EAST END OF GUARDRAIL, 110 FT SOUTHEAST OF
 AJ3026'POWERPOLE (PP), 96 FT SOUTHWEST OF PP, 73 FT NORTHWEST OF 24 IN
 AJ3026'MAPLE TREE, AND 2 FT NORTHEAST OF ORANGE FIBERGLASS WITNESS
 AJ3026'POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ3026'DATUM POINT IS 0.20 FT BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL
 AJ3026'AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3026' 
 AJ3026' 
 AJ3026' 
 AJ3026' 
 AJ3026' 
 AJ3026' 
 AJ3026'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3038 ***********************************************************************
 AJ3038  DESIGNATION -  IL KANE 11 41 6
 AJ3038  PID         -  AJ3038
 AJ3038  STATE/COUNTY-  IL/KANE
 AJ3038  USGS QUAD   -  HAMPSHIRE (1978)
 AJ3038
 AJ3038                         *CURRENT SURVEY CONTROL
 AJ3038  ___________________________________________________________________
 AJ3038* NAD 83(1997)-  42 03 18.16947(N)    088 30 45.19050(W)     ADJUSTED  
 AJ3038* NAVD 88     -       280.5    (meters)     920.     (feet)  GPS OBS   
 AJ3038  ___________________________________________________________________
 AJ3038  X           -     123,120.790 (meters)                     COMP
 AJ3038  Y           -  -4,741,490.870 (meters)                     COMP
 AJ3038  Z           -   4,250,311.298 (meters)                     COMP
 AJ3038  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AJ3038  ELLIP HEIGHT-         247.26  (meters)          (02/03/05) GPS OBS
 AJ3038  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AJ3038
 AJ3038  HORZ ORDER  -  FIRST
 AJ3038  ELLP ORDER  -  FOURTH    CLASS II
 AJ3038
 AJ3038.The horizontal coordinates were established by GPS observations
 AJ3038.and adjusted by the National Geodetic Survey in April 2001..
 AJ3038
 AJ3038.The orthometric height was determined by GPS observations and a
 AJ3038.high-resolution geoid model.
 AJ3038
 AJ3038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3038
 AJ3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3038
 AJ3038.The ellipsoidal height was determined by GPS observations
 AJ3038.and is referenced to NAD 83.
 AJ3038
 AJ3038.The geoid height was determined by GEOID03.
 AJ3038
 AJ3038;                    North         East     Units Scale Factor Converg.
 AJ3038;SPC IL E     -   598,232.287   285,164.694   MT  0.99997771   -0 07 12.2
 AJ3038;SPC IL E     - 1,962,700.43    935,577.83   sFT  0.99997771   -0 07 12.2
 AJ3038;UTM  16      - 4,656,994.817   374,840.465   MT  0.99979275   -1 00 47.9
 AJ3038
 AJ3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3038!SPC IL E     -   0.99996122  x   0.99997771  =   0.99993893
 AJ3038!UTM  16      -   0.99996122  x   0.99979275  =   0.99975398
 AJ3038
 AJ3038                          SUPERSEDED SURVEY CONTROL
 AJ3038
 AJ3038  ELLIP H (04/25/01)  247.29   (m)                       GP(       ) 3 2
 AJ3038
 AJ3038.Superseded values are not recommended for survey control.
 AJ3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3038.See file dsdata.txt to determine how the superseded data were derived.
 AJ3038
 AJ3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7484056995(NAD 83)
 AJ3038_MARKER: I = METAL ROD
 AJ3038_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3038_STAMPING: IL-KANE-11-41-6
 AJ3038_MARK LOGO: KCIDOT
 AJ3038_PROJECTION: RECESSED 15 CENTIMETERS
 AJ3038_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3038+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 AJ3038_ROD/PIPE-DEPTH:  3.7 meters
 AJ3038_SLEEVE-DEPTH  :  0.9 meters
 AJ3038
 AJ3038  HISTORY     - Date     Condition        Report By
 AJ3038  HISTORY     - 20000717 MONUMENTED       SECI
 AJ3038
 AJ3038                          STATION DESCRIPTION
 AJ3038
 AJ3038'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3038'STATION IS LOCATED APPROXIMATELY 1.75 MI EAST OF BURLINGTON, 3.0 MI
 AJ3038'SOUTHEAST OF HAMPSHIRE IN SECTION 11, T41N, R6E.  TO REACH FROM THE
 AJ3038'JUNCTION OF IL RT 47 AND PLANK RD PROCEED WEST ON PLANK RD 2.5
 AJ3038'MILES TO THE STATION LOCATED 27.8 FT SOUTH OF CENTERLINE OF PLANK
 AJ3038'RD.  STATION IS LOCATED 0.15 MILES WEST OF ROMKE RD, 24.4 FT WEST OF
 AJ3038'CENTERLINE OFAGGREGATE DRIVEWAY (B.F.P.D. 46W118) ON NORTH SIDE OF
 AJ3038'PLANK RD, 230 FT SOUTHWEST OF POWERPOLE (PP), 75.2 FT SOUTHWEST OF
 AJ3038'PP, 139 FT SOUTHEAST OF PP, 90 FT SOUTHWEST OF SOUTHWEST CORNER
 AJ3038'OF WOOD FENCE, AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.
 AJ3038'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3038'POINT IS 0.3 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3038'(WB)
 AJ3038' 
 AJ3038' 
 AJ3038' 
 AJ3038' 
 AJ3038'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3014 ***********************************************************************
 AJ3014  DESIGNATION -  IL KANE 12 39 6
 AJ3014  PID         -  AJ3014
 AJ3014  STATE/COUNTY-  IL/KANE
 AJ3014  USGS QUAD   -  MAPLE PARK (1975)
 AJ3014
 AJ3014                         *CURRENT SURVEY CONTROL
 AJ3014  ___________________________________________________________________
 AJ3014* NAD 83(1997)-  41 52 51.25486(N)    088 30 11.50895(W)     ADJUSTED  
 AJ3014* NAVD 88     -       255.9    (meters)     840.     (feet)  GPS OBS   
 AJ3014  ___________________________________________________________________
 AJ3014  X           -     124,232.445 (meters)                     COMP
 AJ3014  Y           -  -4,754,383.254 (meters)                     COMP
 AJ3014  Z           -   4,235,912.923 (meters)                     COMP
 AJ3014  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AJ3014  ELLIP HEIGHT-         222.85  (meters)          (02/03/05) GPS OBS
 AJ3014  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AJ3014
 AJ3014  HORZ ORDER  -  FIRST
 AJ3014  ELLP ORDER  -  FOURTH    CLASS II
 AJ3014
 AJ3014.The horizontal coordinates were established by GPS observations
 AJ3014.and adjusted by the National Geodetic Survey in April 2001..
 AJ3014
 AJ3014.The orthometric height was determined by GPS observations and a
 AJ3014.high-resolution geoid model.
 AJ3014
 AJ3014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3014
 AJ3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3014
 AJ3014.The ellipsoidal height was determined by GPS observations
 AJ3014.and is referenced to NAD 83.
 AJ3014
 AJ3014.The geoid height was determined by GEOID03.
 AJ3014
 AJ3014;                    North         East     Units Scale Factor Converg.
 AJ3014;SPC IL E     -   578,888.660   285,900.811   MT  0.99997745   -0 06 48.2
 AJ3014;SPC IL E     - 1,899,237.21    937,992.91   sFT  0.99997745   -0 06 48.2
 AJ3014;UTM  16      - 4,637,645.666   375,275.360   MT  0.99979142   -1 00 13.1
 AJ3014
 AJ3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3014!SPC IL E     -   0.99996505  x   0.99997745  =   0.99994250
 AJ3014!UTM  16      -   0.99996505  x   0.99979142  =   0.99975648
 AJ3014
 AJ3014                          SUPERSEDED SURVEY CONTROL
 AJ3014
 AJ3014  ELLIP H (04/25/01)  222.88   (m)                       GP(       ) 3 2
 AJ3014
 AJ3014.Superseded values are not recommended for survey control.
 AJ3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3014.See file dsdata.txt to determine how the superseded data were derived.
 AJ3014
 AJ3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7527537646(NAD 83)
 AJ3014_MARKER: I = METAL ROD
 AJ3014_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3014_STAMPING: IL-KANE-12-39-6
 AJ3014_MARK LOGO: KCIDOT
 AJ3014_PROJECTION: FLUSH
 AJ3014_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3014+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 AJ3014_ROD/PIPE-DEPTH:  6.1 meters
 AJ3014_SLEEVE-DEPTH  :  0.9 meters
 AJ3014
 AJ3014  HISTORY     - Date     Condition        Report By
 AJ3014  HISTORY     - 20000712 MONUMENTED       SECI
 AJ3014
 AJ3014                          STATION DESCRIPTION
 AJ3014
 AJ3014'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3014'STATION IS LOCATED APPROXIMATELY 2.0 MI SOUTHWEST OF ELBURN, 3.25
 AJ3014'MI NORTHEAST OF KANEVILLE IN SECTION 12, T39N, R6E.  TO REACH FROM
 AJ3014'THE JUNCTION OF IL RT 47 AND KESLINGER RD PROCEED WEST ON
 AJ3014'KESLINGER RD 1.6 MILE TO THE STATION LOCATED 29.5 FT SOUTH OF
 AJ3014'CENTERLINE OF KESLINGER RD.  STATION IS LOCATED 0.75 MI EAST OF
 AJ3014'FRANCIS RD, 0.45 MI WEST OF SCHNEIDER RD, 0.1 MI WEST OF DRIVEWAY
 AJ3014'(KFPD 45W647), 372 FT WEST OF POWERPOLE (PP), 38 FT WEST OF PP, 291
 AJ3014'FT EAST OF PP, AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.
 AJ3014'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3014'POINT IS 0.57 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3014'(WB)
 AJ3014' 
 AJ3014' 
 AJ3014' 
 AJ3014' 
 AJ3014'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3040 ***********************************************************************
 AJ3040  DESIGNATION -  IL KANE 12 41 7
 AJ3040  PID         -  AJ3040
 AJ3040  STATE/COUNTY-  IL/KANE
 AJ3040  USGS QUAD   -  PINGREE GROVE (1992)
 AJ3040
 AJ3040                         *CURRENT SURVEY CONTROL
 AJ3040  ___________________________________________________________________
 AJ3040* NAD 83(1997)-  42 02 33.41040(N)    088 23 16.10595(W)     ADJUSTED  
 AJ3040* NAVD 88     -       273.1    (meters)     896.     (feet)  GPS OBS   
 AJ3040  ___________________________________________________________________
 AJ3040  X           -     133,469.641 (meters)                     COMP
 AJ3040  Y           -  -4,742,130.620 (meters)                     COMP
 AJ3040  Z           -   4,249,280.751 (meters)                     COMP
 AJ3040  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AJ3040  ELLIP HEIGHT-         239.77  (meters)          (02/03/05) GPS OBS
 AJ3040  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 AJ3040
 AJ3040  HORZ ORDER  -  FIRST
 AJ3040  ELLP ORDER  -  FOURTH    CLASS II
 AJ3040
 AJ3040.The horizontal coordinates were established by GPS observations
 AJ3040.and adjusted by the National Geodetic Survey in April 2001..
 AJ3040
 AJ3040.The orthometric height was determined by GPS observations and a
 AJ3040.high-resolution geoid model.
 AJ3040
 AJ3040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3040
 AJ3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3040
 AJ3040.The ellipsoidal height was determined by GPS observations
 AJ3040.and is referenced to NAD 83.
 AJ3040
 AJ3040.The geoid height was determined by GEOID03.
 AJ3040
 AJ3040;                    North         East     Units Scale Factor Converg.
 AJ3040;SPC IL E     -   596,837.221   295,489.923   MT  0.99997525   -0 02 11.3
 AJ3040;SPC IL E     - 1,958,123.45    969,453.19   sFT  0.99997525   -0 02 11.3
 AJ3040;UTM  16      - 4,655,439.285   385,140.645   MT  0.99976233   -0 55 46.2
 AJ3040
 AJ3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3040!SPC IL E     -   0.99996240  x   0.99997525  =   0.99993765
 AJ3040!UTM  16      -   0.99996240  x   0.99976233  =   0.99972473
 AJ3040
 AJ3040                          SUPERSEDED SURVEY CONTROL
 AJ3040
 AJ3040  ELLIP H (04/25/01)  239.79   (m)                       GP(       ) 3 2
 AJ3040
 AJ3040.Superseded values are not recommended for survey control.
 AJ3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3040.See file dsdata.txt to determine how the superseded data were derived.
 AJ3040
 AJ3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8514155439(NAD 83)
 AJ3040_MARKER: I = METAL ROD
 AJ3040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3040_STAMPING: IL-KANE-12-41-7
 AJ3040_MARK LOGO: KCIDOT
 AJ3040_PROJECTION: RECESSED 8 CENTIMETERS
 AJ3040_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3040+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 AJ3040_ROD/PIPE-DEPTH:  9.8 meters
 AJ3040_SLEEVE-DEPTH  :  0.9 meters
 AJ3040
 AJ3040  HISTORY     - Date     Condition        Report By
 AJ3040  HISTORY     - 20000718 MONUMENTED       SECI
 AJ3040
 AJ3040                          STATION DESCRIPTION
 AJ3040
 AJ3040'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3040'STATION IS LOCATED APPROXIMATELY 0.75 MI WEST OF UDINA, 2.0 MI
 AJ3040'SOUTHEAST OF PINGREE GROVE IN SECTION 12, T41N, R7E.  TO REACH FROM
 AJ3040'THE JUNCTION OF US RT 20 AND PLANK RD PROCEED WEST ON PLANK RD
 AJ3040'0.65 MILES TO THE STATION LOCATED 30.5 FT NORTH OF CENTERLINE OF
 AJ3040'PLANK RD.  STATION IS LOCATED 0.3 MI WEST OF RUSSEL RD, 310 FT EAST
 AJ3040'OF AGGREGATE DRIVEWAY, 89.5 FT NORTHEAST OF PK NAIL SET IN
 AJ3040'PAVEMENT, 20.4 FT NORTH OF PK NAIL SET IN PAVEMENT, 72.2 FT
 AJ3040'NORTHWEST OF PK NAIL SET IN PAVEMENT, AND 2 FT SOUTH OF ORANGE
 AJ3040'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ3040'INCH LOGO CAP.  DATUM POINT IS 0.25 FT BELOW CAP. (WB)
 AJ3040' 
 AJ3040' 
 AJ3040' 
 AJ3040' 
 AJ3040'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3025 ***********************************************************************
 AJ3025  DESIGNATION -  IL KANE 13 40 8
 AJ3025  PID         -  AJ3025
 AJ3025  STATE/COUNTY-  IL/KANE
 AJ3025  USGS QUAD   -  GENEVA (1993)
 AJ3025
 AJ3025                         *CURRENT SURVEY CONTROL
 AJ3025  ___________________________________________________________________
 AJ3025* NAD 83(1997)-  41 57 04.22458(N)    088 16 11.27080(W)     ADJUSTED  
 AJ3025* NAVD 88     -       226.1    (meters)     742.     (feet)  GPS OBS   
 AJ3025  ___________________________________________________________________
 AJ3025  X           -     143,440.659 (meters)                     COMP
 AJ3025  Y           -  -4,748,603.577 (meters)                     COMP
 AJ3025  Z           -   4,241,700.881 (meters)                     COMP
 AJ3025  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AJ3025  ELLIP HEIGHT-         192.80  (meters)          (02/03/05) GPS OBS
 AJ3025  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AJ3025
 AJ3025  HORZ ORDER  -  FIRST
 AJ3025  ELLP ORDER  -  FOURTH    CLASS II
 AJ3025
 AJ3025.The horizontal coordinates were established by GPS observations
 AJ3025.and adjusted by the National Geodetic Survey in April 2001..
 AJ3025
 AJ3025.The orthometric height was determined by GPS observations and a
 AJ3025.high-resolution geoid model.
 AJ3025
 AJ3025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3025
 AJ3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3025
 AJ3025.The ellipsoidal height was determined by GPS observations
 AJ3025.and is referenced to NAD 83.
 AJ3025
 AJ3025.The geoid height was determined by GEOID03.
 AJ3025
 AJ3025;                    North         East     Units Scale Factor Converg.
 AJ3025;SPC IL E     -   586,681.400   305,267.887   MT  0.99997534   +0 02 32.9
 AJ3025;SPC IL E     - 1,924,803.89  1,001,533.06   sFT  0.99997534   +0 02 32.9
 AJ3025;UTM  16      - 4,645,134.769   394,757.110   MT  0.99973629   -0 50 56.2
 AJ3025
 AJ3025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3025!SPC IL E     -   0.99996976  x   0.99997534  =   0.99994510
 AJ3025!UTM  16      -   0.99996976  x   0.99973629  =   0.99970606
 AJ3025
 AJ3025                          SUPERSEDED SURVEY CONTROL
 AJ3025
 AJ3025  ELLIP H (04/25/01)  192.83   (m)                       GP(       ) 3 2
 AJ3025
 AJ3025.Superseded values are not recommended for survey control.
 AJ3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3025.See file dsdata.txt to determine how the superseded data were derived.
 AJ3025
 AJ3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9475745135(NAD 83)
 AJ3025_MARKER: I = METAL ROD
 AJ3025_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3025_STAMPING: IL-KANE-13-40-8
 AJ3025_MARK LOGO: KCIDOT
 AJ3025_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3025_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3025+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 AJ3025_ROD/PIPE-DEPTH:  6.1 meters
 AJ3025_SLEEVE-DEPTH  :  0.9 meters
 AJ3025
 AJ3025  HISTORY     - Date     Condition        Report By
 AJ3025  HISTORY     - 20000724 MONUMENTED       SECI
 AJ3025  HISTORY     - 20060725 GOOD             USGSNP
 AJ3025
 AJ3025                          STATION DESCRIPTION
 AJ3025
 AJ3025'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3025'STATION IS LOCATED WITHIN THE CITY LIMITS OF WAYNE IN SECTION 13,
 AJ3025'T40N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 25 AND ARMY TRAIL RD,
 AJ3025'PROCEED EAST ON ARMY TRAIL RD 2.O MI TO THE STATION LOCATED IN THE
 AJ3025'NORTHEAST CORNER OF INTERSECTION OF ARMY TRAIL RD AND DUNHAM
 AJ3025'RD.  STATION IS 68 FT NORTH OF THE ARMY TRAIL RD CENTERLINE, 39.3 FT
 AJ3025'EAST OF CENTERLINE OF DUNHAM RD, 153.6 FT NORTHEAST OF PK NAIL IN
 AJ3025'POWER POLE (PP), 47 FT NORTH OF A HANDHOLE, 34 FT NORTHEAST OF A
 AJ3025'TRAFFIC SIGNAL POST, 32.2 FT SOUTHWEST OF PK NAIL IN PP, 20.1 FT EAST
 AJ3025'OF PK NAIL IN DUNHAM RD PAVEMENT, 2 FT WEST OF A NORTH-SOUTH
 AJ3025'WOOD FENCE, AND 2.0 FT WEST OF AN ORANGE FIBERGLASS
 AJ3025'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ3025'CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3025'PHYSICAL TIES. (WB)
 AJ3025' 
 AJ3025' 
 AJ3025' 
 AJ3025' 
 AJ3025'
 AJ3025
 AJ3025                          STATION RECOVERY (2006)
 AJ3025
 AJ3025'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 AJ3025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3000 ***********************************************************************
 AJ3000  DESIGNATION -  IL KANE 15 38 6
 AJ3000  PID         -  AJ3000
 AJ3000  STATE/COUNTY-  IL/KANE
 AJ3000  USGS QUAD   -  BIG ROCK (1975)
 AJ3000
 AJ3000                         *CURRENT SURVEY CONTROL
 AJ3000  ___________________________________________________________________
 AJ3000* NAD 83(1997)-  41 45 58.85045(N)    088 31 40.80177(W)     ADJUSTED  
 AJ3000* NAVD 88     -       212.9    (meters)     698.     (feet)  GPS OBS   
 AJ3000  ___________________________________________________________________
 AJ3000  X           -     122,391.387 (meters)                     COMP
 AJ3000  Y           -  -4,762,886.771 (meters)                     COMP
 AJ3000  Z           -   4,226,402.163 (meters)                     COMP
 AJ3000  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AJ3000  ELLIP HEIGHT-         179.86  (meters)          (02/03/05) GPS OBS
 AJ3000  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AJ3000
 AJ3000  HORZ ORDER  -  FIRST
 AJ3000  ELLP ORDER  -  FOURTH    CLASS II
 AJ3000
 AJ3000.The horizontal coordinates were established by GPS observations
 AJ3000.and adjusted by the National Geodetic Survey in April 2001..
 AJ3000
 AJ3000.The orthometric height was determined by GPS observations and a
 AJ3000.high-resolution geoid model.
 AJ3000
 AJ3000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3000
 AJ3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3000
 AJ3000.The ellipsoidal height was determined by GPS observations
 AJ3000.and is referenced to NAD 83.
 AJ3000
 AJ3000.The geoid height was determined by GEOID03.
 AJ3000
 AJ3000;                    North         East     Units Scale Factor Converg.
 AJ3000;SPC IL E     -   566,169.537   283,813.212   MT  0.99997822   -0 07 46.8
 AJ3000;SPC IL E     - 1,857,507.89    931,143.85   sFT  0.99997822   -0 07 46.8
 AJ3000;UTM  16      - 4,624,962.793   372,991.034   MT  0.99979851   -1 01 04.5
 AJ3000
 AJ3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3000!SPC IL E     -   0.99997179  x   0.99997822  =   0.99995001
 AJ3000!UTM  16      -   0.99997179  x   0.99979851  =   0.99977031
 AJ3000
 AJ3000                          SUPERSEDED SURVEY CONTROL
 AJ3000
 AJ3000  ELLIP H (04/25/01)  179.89   (m)                       GP(       ) 3 2
 AJ3000
 AJ3000.Superseded values are not recommended for survey control.
 AJ3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3000.See file dsdata.txt to determine how the superseded data were derived.
 AJ3000
 AJ3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7299124963(NAD 83)
 AJ3000_MARKER: I = METAL ROD
 AJ3000_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3000_STAMPING: IL-KANE-15-38-6
 AJ3000_MARK LOGO: KCIDOT
 AJ3000_PROJECTION: FLUSH
 AJ3000_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3000+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 AJ3000_ROD/PIPE-DEPTH:  7.3 meters
 AJ3000_SLEEVE-DEPTH  :  0.9 meters
 AJ3000
 AJ3000  HISTORY     - Date     Condition        Report By
 AJ3000  HISTORY     - 20000712 MONUMENTED       SECI
 AJ3000
 AJ3000                          STATION DESCRIPTION
 AJ3000
 AJ3000'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3000'STATION IS LOCATED APPROXIMATELY 1.0 MI EAST OF BIG ROCK, 4.5 MI WEST
 AJ3000'OF SUGAR GROVE IN SECTION 15, T38N, R6E.  TO REACH FROM THE
 AJ3000'JUNCTION OF US RT 30 AND DAUBERMAN RD PROCEED NORTH ON
 AJ3000'DAUBERMAN RD (COUNTY HIGHWAY 62) 450 FT TO THE STATION LOCATED 27
 AJ3000'FT WEST OF CENTERLINE OF DAUBERMAN RD.  STATION IS LOCATED 15 FT
 AJ3000'NORTH OF DRAINAGE DITCH, 5 FT WEST OF SIGN, 55.5 FT
 AJ3000'SOUTH-SOUTHWEST OF PK NAIL IN EDGE-OF-PAVEMENT, 38 FT WEST OF PK
 AJ3000'NAIL IN EDGE-OF-PAVEMENT, AND 48 FT NORTHWEST OF PK NAIL IN
 AJ3000'EDGE-OF-PAVEMENT.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH
 AJ3000'LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ3000'WOOD PHYSICAL TIES. (WB)
 AJ3000' 
 AJ3000' 
 AJ3000' 
 AJ3000' 
 AJ3000' 
 AJ3000'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3011 ***********************************************************************
 AJ3011  DESIGNATION -  IL KANE 16 39 7
 AJ3011  PID         -  AJ3011
 AJ3011  STATE/COUNTY-  IL/KANE
 AJ3011  USGS QUAD   -  SUGAR GROVE (1993)
 AJ3011
 AJ3011                         *CURRENT SURVEY CONTROL
 AJ3011  ___________________________________________________________________
 AJ3011* NAD 83(1997)-  41 51 51.49083(N)    088 26 52.76400(W)     ADJUSTED  
 AJ3011* NAVD 88     -       228.1    (meters)     748.     (feet)  GPS OBS   
 AJ3011  ___________________________________________________________________
 AJ3011  X           -     128,846.212 (meters)                     COMP
 AJ3011  Y           -  -4,755,470.977 (meters)                     COMP
 AJ3011  Z           -   4,234,521.277 (meters)                     COMP
 AJ3011  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AJ3011  ELLIP HEIGHT-         195.02  (meters)          (02/03/05) GPS OBS
 AJ3011  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AJ3011
 AJ3011  HORZ ORDER  -  FIRST
 AJ3011  ELLP ORDER  -  FOURTH    CLASS II
 AJ3011
 AJ3011.The horizontal coordinates were established by GPS observations
 AJ3011.and adjusted by the National Geodetic Survey in April 2001..
 AJ3011
 AJ3011.The orthometric height was determined by GPS observations and a
 AJ3011.high-resolution geoid model.
 AJ3011
 AJ3011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3011
 AJ3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3011
 AJ3011.The ellipsoidal height was determined by GPS observations
 AJ3011.and is referenced to NAD 83.
 AJ3011
 AJ3011.The geoid height was determined by GEOID03.
 AJ3011
 AJ3011;                    North         East     Units Scale Factor Converg.
 AJ3011;SPC IL E     -   577,037.211   290,480.690   MT  0.99997611   -0 04 35.5
 AJ3011;SPC IL E     - 1,893,162.92    953,018.73   sFT  0.99997611   -0 04 35.5
 AJ3011;UTM  16      - 4,635,723.664   379,825.051   MT  0.99977771   -0 57 59.3
 AJ3011
 AJ3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3011!SPC IL E     -   0.99996941  x   0.99997611  =   0.99994552
 AJ3011!UTM  16      -   0.99996941  x   0.99977771  =   0.99974713
 AJ3011
 AJ3011                          SUPERSEDED SURVEY CONTROL
 AJ3011
 AJ3011  ELLIP H (04/25/01)  195.05   (m)                       GP(       ) 3 2
 AJ3011
 AJ3011.Superseded values are not recommended for survey control.
 AJ3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3011.See file dsdata.txt to determine how the superseded data were derived.
 AJ3011
 AJ3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7982535724(NAD 83)
 AJ3011_MARKER: I = METAL ROD
 AJ3011_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3011+WITH SETTING: INFORMATION.
 AJ3011_STAMPING: IL-KANE-16-39-7
 AJ3011_MARK LOGO: KCIDOT
 AJ3011_PROJECTION: RECESSED 8 CENTIMETERS
 AJ3011_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3011+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 AJ3011_ROD/PIPE-DEPTH:  2.4 meters
 AJ3011_SLEEVE-DEPTH  :  0.9 meters
 AJ3011
 AJ3011  HISTORY     - Date     Condition        Report By
 AJ3011  HISTORY     - 20000712 MONUMENTED       SECI
 AJ3011
 AJ3011                          STATION DESCRIPTION
 AJ3011
 AJ3011'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3011'STATION IS LOCATED APPROXIMATELY 6.8 MI WEST OF BATAVIA, 2.0 MI
 AJ3011'SOUTHEAST OF THE VILLAGE OF ELBURN IN SECTION 16, T39N, R7E.  TO
 AJ3011'REACH FROM THE JUNCTION OF IL RT 38 AND IL RT 47 PROCEED SOUTH ON
 AJ3011'RT 47 FOR 2.0 MI, THEN PROCEED 1.5 MI SOUTHEAST ON HUGHES RD TO THE
 AJ3011'STATION LOCATED 20.0 FT EAST OF THE HUGHES RD CENTERLINE, 0.15 MI
 AJ3011'SOUTHEAST OF POULEY RD.  STATION IS 150 FT SOUTH OF BLACKBERRY
 AJ3011'CREEK, 116.6 FT EAST OF PK NAIL IN POWER POLE (PP), 114 FT SOUTH OF PK
 AJ3011'NAIL IN 36 INCH DECIDUOUS TREE, 98.3 FT NORTHEAST OF PK NAIL IN PP,
 AJ3011'9.0
 AJ3011'FT NORTH OF THE SOUTH END OF GUARD RAIL, 5.0 FT EAST OF THE GUARD
 AJ3011'RAIL, AND 2.0 FT SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AJ3011'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3011'POINT IS 0.35 FT BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 AJ3011'ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3011' 
 AJ3011' 
 AJ3011' 
 AJ3011' 
 AJ3011'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3024 ***********************************************************************
 AJ3024  DESIGNATION -  IL KANE 17 40 7
 AJ3024  PID         -  AJ3024
 AJ3024  STATE/COUNTY-  IL/KANE
 AJ3024  USGS QUAD   -  ELBURN (1993)
 AJ3024
 AJ3024                         *CURRENT SURVEY CONTROL
 AJ3024  ___________________________________________________________________
 AJ3024* NAD 83(1997)-  41 56 58.86024(N)    088 27 48.32133(W)     ADJUSTED  
 AJ3024* NAVD 88     -       290.4    (meters)     953.     (feet)  GPS OBS   
 AJ3024  ___________________________________________________________________
 AJ3024  X           -     127,396.711 (meters)                     COMP
 AJ3024  Y           -  -4,749,219.776 (meters)                     COMP
 AJ3024  Z           -   4,241,620.915 (meters)                     COMP
 AJ3024  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AJ3024  ELLIP HEIGHT-         257.32  (meters)          (02/03/05) GPS OBS
 AJ3024  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AJ3024
 AJ3024  HORZ ORDER  -  FIRST
 AJ3024  ELLP ORDER  -  FOURTH    CLASS II
 AJ3024
 AJ3024.The horizontal coordinates were established by GPS observations
 AJ3024.and adjusted by the National Geodetic Survey in April 2001..
 AJ3024
 AJ3024.The orthometric height was determined by GPS observations and a
 AJ3024.high-resolution geoid model.
 AJ3024
 AJ3024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3024
 AJ3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3024
 AJ3024.The ellipsoidal height was determined by GPS observations
 AJ3024.and is referenced to NAD 83.
 AJ3024
 AJ3024.The geoid height was determined by GEOID03.
 AJ3024
 AJ3024;                    North         East     Units Scale Factor Converg.
 AJ3024;SPC IL E     -   586,522.129   289,213.788   MT  0.99997643   -0 05 13.1
 AJ3024;SPC IL E     - 1,924,281.35    948,862.24   sFT  0.99997643   -0 05 13.1
 AJ3024;UTM  16      - 4,645,225.259   378,705.963   MT  0.99978103   -0 58 42.2
 AJ3024
 AJ3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3024!SPC IL E     -   0.99995964  x   0.99997643  =   0.99993607
 AJ3024!UTM  16      -   0.99995964  x   0.99978103  =   0.99974068
 AJ3024
 AJ3024                          SUPERSEDED SURVEY CONTROL
 AJ3024
 AJ3024  ELLIP H (04/25/01)  257.35   (m)                       GP(       ) 3 2
 AJ3024
 AJ3024.Superseded values are not recommended for survey control.
 AJ3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3024.See file dsdata.txt to determine how the superseded data were derived.
 AJ3024
 AJ3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7870645225(NAD 83)
 AJ3024_MARKER: I = METAL ROD
 AJ3024_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3024_STAMPING: IL-KANE-17-40-7
 AJ3024_MARK LOGO: KCIDOT
 AJ3024_PROJECTION: FLUSH
 AJ3024_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3024+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 AJ3024_ROD/PIPE-DEPTH:  4.9 meters
 AJ3024_SLEEVE-DEPTH  :  0.9 meters
 AJ3024
 AJ3024  HISTORY     - Date     Condition        Report By
 AJ3024  HISTORY     - 20000715 MONUMENTED       SECI
 AJ3024
 AJ3024                          STATION DESCRIPTION
 AJ3024
 AJ3024'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3024'STATION IS LOCATED APPROXIMATELY 4.0 MI NORTHEAST OF ELBURN, 0.75
 AJ3024'MI EAST OF LILY LAKE IN SECTION 17, T40N, R7E.  TO REACH FROM THE
 AJ3024'JUNCTION OF IL RT 47 AND EMPIRE RD PROCEED EAST ON EMPIRE RD 0.7 MI
 AJ3024'TO THE STATION LOCATED 28 FT NORTH OF CENTERLINE OF EMPIRE RD.
 AJ3024'STATION IS LOCATED 0.1 MI WEST OF PRAIRIE VALLEY DR, 350 FT EAST OF
 AJ3024'VILLAGE OF LILY LAKE SIGN, 234 FT WEST OF POWERPOLE (PP), 68 FT WEST
 AJ3024'OF PP, 103 FT EAST OF PP, 44 FT WEST OF CENTERLINE OF FIELD ENTRANCE,
 AJ3024'AND 2 FT SOUTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS
 AJ3024'TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.37 FT
 AJ3024'BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3024' 
 AJ3024' 
 AJ3024' 
 AJ3024'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3012 ***********************************************************************
 AJ3012  DESIGNATION -  IL KANE 18 39 8
 AJ3012  PID         -  AJ3012
 AJ3012  STATE/COUNTY-  IL/KANE
 AJ3012  USGS QUAD   -  AURORA NORTH (1993)
 AJ3012
 AJ3012                         *CURRENT SURVEY CONTROL
 AJ3012  ___________________________________________________________________
 AJ3012* NAD 83(1997)-  41 51 56.02259(N)    088 22 19.75267(W)     ADJUSTED  
 AJ3012* NAVD 88     -       215.8    (meters)     708.     (feet)  GPS OBS   
 AJ3012  ___________________________________________________________________
 AJ3012  X           -     135,137.510 (meters)                     COMP
 AJ3012  Y           -  -4,755,193.831 (meters)                     COMP
 AJ3012  Z           -   4,234,617.190 (meters)                     COMP
 AJ3012  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AJ3012  ELLIP HEIGHT-         182.71  (meters)          (02/03/05) GPS OBS
 AJ3012  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AJ3012
 AJ3012  HORZ ORDER  -  FIRST
 AJ3012  ELLP ORDER  -  FOURTH    CLASS II
 AJ3012
 AJ3012.The horizontal coordinates were established by GPS observations
 AJ3012.and adjusted by the National Geodetic Survey in April 2001..
 AJ3012
 AJ3012.The orthometric height was determined by GPS observations and a
 AJ3012.high-resolution geoid model.
 AJ3012
 AJ3012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3012
 AJ3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3012
 AJ3012.The ellipsoidal height was determined by GPS observations
 AJ3012.and is referenced to NAD 83.
 AJ3012
 AJ3012.The geoid height was determined by GEOID03.
 AJ3012
 AJ3012;                    North         East     Units Scale Factor Converg.
 AJ3012;SPC IL E     -   577,171.398   296,777.038   MT  0.99997513   -0 01 33.3
 AJ3012;SPC IL E     - 1,893,603.16    973,676.00   sFT  0.99997513   -0 01 33.3
 AJ3012;UTM  16      - 4,635,760.034   386,121.420   MT  0.99975958   -0 54 57.1
 AJ3012
 AJ3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3012!SPC IL E     -   0.99997134  x   0.99997513  =   0.99994647
 AJ3012!UTM  16      -   0.99997134  x   0.99975958  =   0.99973093
 AJ3012
 AJ3012                          SUPERSEDED SURVEY CONTROL
 AJ3012
 AJ3012  ELLIP H (04/25/01)  182.72   (m)                       GP(       ) 3 2
 AJ3012
 AJ3012.Superseded values are not recommended for survey control.
 AJ3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3012.See file dsdata.txt to determine how the superseded data were derived.
 AJ3012
 AJ3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8612135760(NAD 83)
 AJ3012_MARKER: I = METAL ROD
 AJ3012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3012_STAMPING: IL-KANE-18-39-8
 AJ3012_MARK LOGO: KCIDOT
 AJ3012_PROJECTION: FLUSH
 AJ3012_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3012+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ3012_ROD/PIPE-DEPTH:  4.9 meters
 AJ3012_SLEEVE-DEPTH  :  0.9 meters
 AJ3012
 AJ3012  HISTORY     - Date     Condition        Report By
 AJ3012  HISTORY     - 20000714 MONUMENTED       SECI
 AJ3012
 AJ3012                          STATION DESCRIPTION
 AJ3012
 AJ3012'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3012'STATION IS LOCATED APPROXIMATELY 2.5 MI SOUTHEAST OF LAFOX, 3.0 MI
 AJ3012'WEST OF BATAVIA IN SECTION 18, T39N, R8E.  TO REACH FROM THE
 AJ3012'JUNCTION OF IL RT 31 AND COUNTY HIGHWAY 8 (FABYAN PARKWAY)
 AJ3012'PROCEED WEST ON FABYAN PARKWAY APPROXIMATELY 3 MILES TO THE
 AJ3012'JUNCTION OF FABYAN PARKWAY AND KANEVILLE RD.  THE STATION IS
 AJ3012'LOCATED 200 FT WEST OF CENTERLINE OF KANEVILLE RD, 61.6 FT NORTH OF
 AJ3012'FABYAN PARKWAY CENTERLINE, 168.4 FT EAST OF A 48 INCH MAPLE TREE,
 AJ3012'115 FT NORTHEAST TO THE CORNER OF A GUARDRAIL CROSSING MILL
 AJ3012'CREEK, 300 FT EAST OF THE CENTERLINE OF MILL CREEK, 190 FT NORTH OF
 AJ3012'PK NAIL IN POWERPOLE, AND 2 FT SOUTH OF ORANGE FIBERGLASS WITNESS
 AJ3012'POST. NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3012'POINT IS 0.45 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3012'(WB)
 AJ3012' 
 AJ3012' 
 AJ3012' 
 AJ3012' 
 AJ3012' 
 AJ3012'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3036 ***********************************************************************
 AJ3036  DESIGNATION -  IL KANE 18 41 7
 AJ3036  PID         -  AJ3036
 AJ3036  STATE/COUNTY-  IL/KANE
 AJ3036  USGS QUAD   -  PINGREE GROVE (1992)
 AJ3036
 AJ3036                         *CURRENT SURVEY CONTROL
 AJ3036  ___________________________________________________________________
 AJ3036* NAD 83(1997)-  42 01 43.01918(N)    088 29 01.15788(W)     ADJUSTED  
 AJ3036* NAVD 88     -       318.0    (meters)    1043.     (feet)  GPS OBS   
 AJ3036  ___________________________________________________________________
 AJ3036  X           -     125,564.977 (meters)                     COMP
 AJ3036  Y           -  -4,743,421.416 (meters)                     COMP
 AJ3036  Z           -   4,248,156.073 (meters)                     COMP
 AJ3036  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AJ3036  ELLIP HEIGHT-         284.78  (meters)          (02/03/05) GPS OBS
 AJ3036  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AJ3036
 AJ3036  HORZ ORDER  -  FIRST
 AJ3036  ELLP ORDER  -  FOURTH    CLASS II
 AJ3036
 AJ3036.The horizontal coordinates were established by GPS observations
 AJ3036.and adjusted by the National Geodetic Survey in April 2001..
 AJ3036
 AJ3036.The orthometric height was determined by GPS observations and a
 AJ3036.high-resolution geoid model.
 AJ3036
 AJ3036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3036
 AJ3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3036
 AJ3036.The ellipsoidal height was determined by GPS observations
 AJ3036.and is referenced to NAD 83.
 AJ3036
 AJ3036.The geoid height was determined by GEOID03.
 AJ3036
 AJ3036;                    North         East     Units Scale Factor Converg.
 AJ3036;SPC IL E     -   595,291.992   287,551.629   MT  0.99997691   -0 06 02.3
 AJ3036;SPC IL E     - 1,953,053.81    943,408.97   sFT  0.99997691   -0 06 02.3
 AJ3036;UTM  16      - 4,654,018.238   377,180.844   MT  0.99978561   -0 59 36.4
 AJ3036
 AJ3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3036!SPC IL E     -   0.99995534  x   0.99997691  =   0.99993225
 AJ3036!UTM  16      -   0.99995534  x   0.99978561  =   0.99974096
 AJ3036
 AJ3036                          SUPERSEDED SURVEY CONTROL
 AJ3036
 AJ3036  ELLIP H (04/25/01)  284.80   (m)                       GP(       ) 3 2
 AJ3036
 AJ3036.Superseded values are not recommended for survey control.
 AJ3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3036.See file dsdata.txt to determine how the superseded data were derived.
 AJ3036
 AJ3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7718154018(NAD 83)
 AJ3036_MARKER: I = METAL ROD
 AJ3036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3036_STAMPING: IL-KANE-18-41-7
 AJ3036_MARK LOGO: KCIDOT
 AJ3036_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3036_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3036+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 AJ3036_ROD/PIPE-DEPTH:  4.9 meters
 AJ3036_SLEEVE-DEPTH  :  0.9 meters
 AJ3036
 AJ3036  HISTORY     - Date     Condition        Report By
 AJ3036  HISTORY     - 20000718 MONUMENTED       SECI
 AJ3036
 AJ3036                          STATION DESCRIPTION
 AJ3036
 AJ3036'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3036'STATION IS LOCATED APPROXIMATELY 3.75 MI SOUTHEAST OF BURLINGTON,
 AJ3036'4.5 MI SOUTHWEST OF PINGREE GROVE IN SECTION 18, T41N, R7E. TO REACH
 AJ3036'FROM THE JUNCTION OF IL RT 47 AND ROHRSEN  RD PROCEED WEST ON
 AJ3036'ROHRSEN RD 1.0 MI TO TOWER RD, PROCEED SOUTH ON TOWER RD FOR
 AJ3036'0.30 MI TO STATION 26 FT WEST OF CENTERLINE OF TOWER RD.  STATION IS
 AJ3036'300 FT SOUTH OF BITUMINOUS DRIVE 11N194, 55.2 FT NORTH OF WIRE
 AJ3036'FENCE LINE CORNER, 27 FT SOUTH OF POWERPOLE, AND 2 FT WEST OF
 AJ3036'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ3036'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  PK NAILS
 AJ3036'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3036' 
 AJ3036' 
 AJ3036' 
 AJ3036' 
 AJ3036'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3001 ***********************************************************************
 AJ3001  DESIGNATION -  IL KANE 19 38 8
 AJ3001  PID         -  AJ3001
 AJ3001  STATE/COUNTY-  IL/KANE
 AJ3001  USGS QUAD   -  AURORA NORTH (1993)
 AJ3001
 AJ3001                         *CURRENT SURVEY CONTROL
 AJ3001  ___________________________________________________________________
 AJ3001* NAD 83(1997)-  41 45 53.80379(N)    088 22 28.71798(W)     ADJUSTED  
 AJ3001* NAVD 88     -       204.6    (meters)     671.     (feet)  GPS OBS   
 AJ3001  ___________________________________________________________________
 AJ3001  X           -     135,141.937 (meters)                     COMP
 AJ3001  Y           -  -4,762,639.648 (meters)                     COMP
 AJ3001  Z           -   4,226,280.537 (meters)                     COMP
 AJ3001  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AJ3001  ELLIP HEIGHT-         171.62  (meters)          (02/03/05) GPS OBS
 AJ3001  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AJ3001
 AJ3001  HORZ ORDER  -  FIRST
 AJ3001  ELLP ORDER  -  FOURTH    CLASS II
 AJ3001
 AJ3001.The horizontal coordinates were established by GPS observations
 AJ3001.and adjusted by the National Geodetic Survey in April 2001..
 AJ3001
 AJ3001.The orthometric height was determined by GPS observations and a
 AJ3001.high-resolution geoid model.
 AJ3001
 AJ3001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3001
 AJ3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3001
 AJ3001.The ellipsoidal height was determined by GPS observations
 AJ3001.and is referenced to NAD 83.
 AJ3001
 AJ3001.The geoid height was determined by GEOID03.
 AJ3001
 AJ3001;                    North         East     Units Scale Factor Converg.
 AJ3001;SPC IL E     -   565,996.348   296,564.908   MT  0.99997515   -0 01 39.1
 AJ3001;SPC IL E     - 1,856,939.69    972,980.04   sFT  0.99997515   -0 01 39.1
 AJ3001;UTM  16      - 4,624,592.022   385,736.000   MT  0.99976066   -0 54 56.6
 AJ3001
 AJ3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3001!SPC IL E     -   0.99997308  x   0.99997515  =   0.99994823
 AJ3001!UTM  16      -   0.99997308  x   0.99976066  =   0.99973375
 AJ3001
 AJ3001                          SUPERSEDED SURVEY CONTROL
 AJ3001
 AJ3001  ELLIP H (04/25/01)  171.65   (m)                       GP(       ) 3 2
 AJ3001
 AJ3001.Superseded values are not recommended for survey control.
 AJ3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3001.See file dsdata.txt to determine how the superseded data were derived.
 AJ3001
 AJ3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8573624592(NAD 83)
 AJ3001_MARKER: I = METAL ROD
 AJ3001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3001_STAMPING: IL-KANE-19-38-8
 AJ3001_MARK LOGO: KCIDOT
 AJ3001_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3001_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3001+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 AJ3001_ROD/PIPE-DEPTH:  3.7 meters
 AJ3001_SLEEVE-DEPTH  :  0.9 meters
 AJ3001
 AJ3001  HISTORY     - Date     Condition        Report By
 AJ3001  HISTORY     - 20000719 MONUMENTED       SECI
 AJ3001  HISTORY     - 20060603 GOOD             USGSNP
 AJ3001
 AJ3001                          STATION DESCRIPTION
 AJ3001
 AJ3001'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3001'STATION IS LOCATED APPROXIMATELY 3.5 MI SOUTHWEST OF NORTH
 AJ3001'AURORA, 3.5 MI EAST OF SUGAR GROVE IN SECTION 19, T38N, R8E.  TO
 AJ3001'REACH FROM THE JUNCTION OF IL RT 31 AND GALENA BLVD, PROCEED WEST
 AJ3001'ON GALENA BLVD 3.0 MI TO THE STATION LOCATED IN THE SOUTHEAST
 AJ3001'CORNER OF INTERSECTION OF GALENA BLVD AND ORCHARD RD. STATION IS
 AJ3001'67.5 FT SOUTH OF THE EASTBOUND GALENA BLVD CENTERLINE AND 330 FT
 AJ3001'EAST OF CENTERLINE OF ORCHARD RD.  STATION IS 224 FT EAST OF THE
 AJ3001'BITUMINOUS PATH, 173.5 FT WEST OF PK NAIL IN POWER POLE (PP), 91.4 FT
 AJ3001'SOUTHEAST OF PK NAIL IN PP, 80.4 FT WEST OF PK NAIL IN PP, 54.7 FT
 AJ3001'SOUTH
 AJ3001'OF THE BACK OF CURB OF GALENA BLVD, 35.5 FT SOUTH OF THE SIDEWALK,
 AJ3001'AND 7.4 FT WEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE -
 AJ3001'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.40
 AJ3001'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3001' 
 AJ3001' 
 AJ3001' 
 AJ3001' 
 AJ3001' 
 AJ3001' 
 AJ3001' 
 AJ3001' 
 AJ3001' 
 AJ3001'
 AJ3001
 AJ3001                          STATION RECOVERY (2006)
 AJ3001
 AJ3001'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 AJ3001'CAP IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3015 ***********************************************************************
 AJ3015  DESIGNATION -  IL KANE 2 39 7
 AJ3015  PID         -  AJ3015
 AJ3015  STATE/COUNTY-  IL/KANE
 AJ3015  USGS QUAD   -  ELBURN (1993)
 AJ3015
 AJ3015                         *CURRENT SURVEY CONTROL
 AJ3015  ___________________________________________________________________
 AJ3015* NAD 83(1997)-  41 53 46.12364(N)    088 24 33.42450(W)     ADJUSTED  
 AJ3015* NAVD 88     -       241.4    (meters)     792.     (feet)  GPS OBS   
 AJ3015  ___________________________________________________________________
 AJ3015  X           -     131,993.409 (meters)                     COMP
 AJ3015  Y           -  -4,753,032.493 (meters)                     COMP
 AJ3015  Z           -   4,237,163.487 (meters)                     COMP
 AJ3015  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 AJ3015  ELLIP HEIGHT-         208.28  (meters)          (02/03/05) GPS OBS
 AJ3015  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AJ3015
 AJ3015  HORZ ORDER  -  FIRST
 AJ3015  ELLP ORDER  -  FOURTH    CLASS II
 AJ3015
 AJ3015.The horizontal coordinates were established by GPS observations
 AJ3015.and adjusted by the National Geodetic Survey in April 2001..
 AJ3015
 AJ3015.The orthometric height was determined by GPS observations and a
 AJ3015.high-resolution geoid model.
 AJ3015
 AJ3015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3015
 AJ3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3015
 AJ3015.The ellipsoidal height was determined by GPS observations
 AJ3015.and is referenced to NAD 83.
 AJ3015
 AJ3015.The geoid height was determined by GEOID03.
 AJ3015
 AJ3015;                    North         East     Units Scale Factor Converg.
 AJ3015;SPC IL E     -   580,570.327   293,697.317   MT  0.99997549   -0 03 02.6
 AJ3015;SPC IL E     - 1,904,754.48    963,571.95   sFT  0.99997549   -0 03 02.6
 AJ3015;UTM  16      - 4,639,205.672   383,095.519   MT  0.99976817   -0 56 28.3
 AJ3015
 AJ3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3015!SPC IL E     -   0.99996733  x   0.99997549  =   0.99994282
 AJ3015!UTM  16      -   0.99996733  x   0.99976817  =   0.99973551
 AJ3015
 AJ3015                          SUPERSEDED SURVEY CONTROL
 AJ3015
 AJ3015  ELLIP H (04/25/01)  208.30   (m)                       GP(       ) 3 2
 AJ3015
 AJ3015.Superseded values are not recommended for survey control.
 AJ3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3015.See file dsdata.txt to determine how the superseded data were derived.
 AJ3015
 AJ3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8309639206(NAD 83)
 AJ3015_MARKER: I = METAL ROD
 AJ3015_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3015_STAMPING: IL-KANE-2-39-7
 AJ3015_MARK LOGO: KCIDOT
 AJ3015_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3015_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3015+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 AJ3015_ROD/PIPE-DEPTH:  3.7 meters
 AJ3015_SLEEVE-DEPTH  :  0.9 meters
 AJ3015
 AJ3015  HISTORY     - Date     Condition        Report By
 AJ3015  HISTORY     - 20000713 MONUMENTED       SECI
 AJ3015
 AJ3015                          STATION DESCRIPTION
 AJ3015
 AJ3015'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3015'STATION IS LOCATED APPROXIMATELY 0.75 MI NORTH OF LA FOX, 3.25 MI
 AJ3015'NORTHEAST OF ELBURN IN SECTION 2, T39N, R7E.  TO REACH FROM THE
 AJ3015'JUNCTION OF IL RT 38 AND LA FOX RD PROCEED SOUTH ON LA FOX RD
 AJ3015'APPROXIMATELY 0.7 MILES TO THE STATION LOCATED 29 FT WEST OF
 AJ3015'CENTERLINE OF LA FOX RD.  STATION IS LOCATED 380 FT SOUTH OF
 AJ3015'CENTERLINE OF DILLON FIELD RD, 170 FT SOUTH OF BITUMINOUS DRIVEWAY
 AJ3015'ADDRESS 1N915, 246 FT SOUTH OF POWERPOLE (PP), 48.3 FT SOUTH OF PP,
 AJ3015'151 FT NORTH OF PP, 11.4 FT EAST OF WOOD FENCE, AND 11 FT EAST OF
 AJ3015'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ3015'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS
 AJ3015'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3015' 
 AJ3015' 
 AJ3015' 
 AJ3015' 
 AJ3015'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3029 ***********************************************************************
 AJ3029  DESIGNATION -  IL KANE 2 40 6
 AJ3029  PID         -  AJ3029
 AJ3029  STATE/COUNTY-  IL/KANE
 AJ3029  USGS QUAD   -  MAPLE PARK (1975)
 AJ3029
 AJ3029                         *CURRENT SURVEY CONTROL
 AJ3029  ___________________________________________________________________
 AJ3029* NAD 83(1997)-  41 58 30.98632(N)    088 30 54.36285(W)     ADJUSTED  
 AJ3029* NAVD 88     -       268.2    (meters)     880.     (feet)  GPS OBS   
 AJ3029  ___________________________________________________________________
 AJ3029  X           -     123,063.398 (meters)                     COMP
 AJ3029  Y           -  -4,747,416.230 (meters)                     COMP
 AJ3029  Z           -   4,243,719.701 (meters)                     COMP
 AJ3029  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ3029  ELLIP HEIGHT-         235.09  (meters)          (02/03/05) GPS OBS
 AJ3029  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AJ3029
 AJ3029  HORZ ORDER  -  FIRST
 AJ3029  ELLP ORDER  -  FOURTH    CLASS II
 AJ3029
 AJ3029.The horizontal coordinates were established by GPS observations
 AJ3029.and adjusted by the National Geodetic Survey in April 2001..
 AJ3029
 AJ3029.The orthometric height was determined by GPS observations and a
 AJ3029.high-resolution geoid model.
 AJ3029
 AJ3029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3029
 AJ3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3029
 AJ3029.The ellipsoidal height was determined by GPS observations
 AJ3029.and is referenced to NAD 83.
 AJ3029
 AJ3029.The geoid height was determined by GEOID03.
 AJ3029
 AJ3029;                    North         East     Units Scale Factor Converg.
 AJ3029;SPC IL E     -   589,372.266   284,934.973   MT  0.99997779   -0 07 17.6
 AJ3029;SPC IL E     - 1,933,632.18    934,824.16   sFT  0.99997779   -0 07 17.6
 AJ3029;UTM  16      - 4,648,141.082   374,472.822   MT  0.99979389   -1 00 48.4
 AJ3029
 AJ3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3029!SPC IL E     -   0.99996313  x   0.99997779  =   0.99994092
 AJ3029!UTM  16      -   0.99996313  x   0.99979389  =   0.99975703
 AJ3029
 AJ3029                          SUPERSEDED SURVEY CONTROL
 AJ3029
 AJ3029  ELLIP H (04/25/01)  235.11   (m)                       GP(       ) 3 2
 AJ3029
 AJ3029.Superseded values are not recommended for survey control.
 AJ3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3029.See file dsdata.txt to determine how the superseded data were derived.
 AJ3029
 AJ3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7447348141(NAD 83)
 AJ3029_MARKER: I = METAL ROD
 AJ3029_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3029_STAMPING: IL-KANE-2-40-6
 AJ3029_MARK LOGO: KCIDOT
 AJ3029_PROJECTION: FLUSH
 AJ3029_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3029+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 AJ3029_ROD/PIPE-DEPTH:  4.9 meters
 AJ3029_SLEEVE-DEPTH  :  0.9 meters
 AJ3029
 AJ3029  HISTORY     - Date     Condition        Report By
 AJ3029  HISTORY     - 20000715 MONUMENTED       SECI
 AJ3029
 AJ3029                          STATION DESCRIPTION
 AJ3029
 AJ3029'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3029'STATION IS LOCATED APPROXIMATELY 5.5 MI SOUTHEAST OF BURLINGTON,
 AJ3029'2.0 MI NORTHEAST OF VIRGIL IN SECTION 2, T40N, R6E.TO REACH FROM
 AJ3029'THE JUNCTION OF IL RT 47 AND LEES RD PROCEED WEST ON LEES RD 2.0 MI
 AJ3029'TO THE STATION LOCATED 29.2 FT SOUTH OF CENTERLINE OF LEES RD.
 AJ3029'STATION IS LOCATED 0.17 MI EAST OF WARFORD RD, 234.8 FT EAST OF PK
 AJ3029'NAIL IN 36 INCH OAK TREE, 201.1 FT WEST OF PK NAIL IN POWERPOLE, 55.2
 AJ3029'FT
 AJ3029'EAST OF PK NAIL IN POWERPOLE, 2.7 FT NORTH OF BARBED WIRE FENCE,
 AJ3029'AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS
 AJ3029'TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.30 FT
 AJ3029'BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3029' 
 AJ3029' 
 AJ3029' 
 AJ3029' 
 AJ3029'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2940 ***********************************************************************
 AJ2940  DESIGNATION -  IL KANE 2 42 7
 AJ2940  PID         -  AJ2940
 AJ2940  STATE/COUNTY-  IL/KANE
 AJ2940  USGS QUAD   -  CRYSTAL LAKE (1992)
 AJ2940
 AJ2940                         *CURRENT SURVEY CONTROL
 AJ2940  ___________________________________________________________________
 AJ2940* NAD 83(1997)-  42 08 37.66089(N)    088 22 27.04777(W)     ADJUSTED  
 AJ2940* NAVD 88     -       272.3    (meters)     893.     (feet)  GPS OBS   
 AJ2940  ___________________________________________________________________
 AJ2940  X           -     134,383.732 (meters)                     COMP
 AJ2940  Y           -  -4,734,566.986 (meters)                     COMP
 AJ2940  Z           -   4,257,620.044 (meters)                     COMP
 AJ2940  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AJ2940  ELLIP HEIGHT-         238.69  (meters)          (02/03/05) GPS OBS
 AJ2940  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AJ2940
 AJ2940  HORZ ORDER  -  FIRST
 AJ2940  ELLP ORDER  -  FOURTH    CLASS II
 AJ2940
 AJ2940.The horizontal coordinates were established by GPS observations
 AJ2940.and adjusted by the National Geodetic Survey in April 2001..
 AJ2940
 AJ2940.The orthometric height was determined by GPS observations and a
 AJ2940.high-resolution geoid model.
 AJ2940
 AJ2940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2940
 AJ2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2940
 AJ2940.The ellipsoidal height was determined by GPS observations
 AJ2940.and is referenced to NAD 83.
 AJ2940
 AJ2940.The geoid height was determined by GEOID03.
 AJ2940
 AJ2940;                    North         East     Units Scale Factor Converg.
 AJ2940;SPC IL E     -   608,074.967   296,623.542   MT  0.99997514   -0 01 38.7
 AJ2940;SPC IL E     - 1,994,992.62    973,172.40   sFT  0.99997514   -0 01 38.7
 AJ2940;UTM  16      - 4,666,655.570   386,449.160   MT  0.99975865   -0 55 19.8
 AJ2940
 AJ2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2940!SPC IL E     -   0.99996257  x   0.99997514  =   0.99993771
 AJ2940!UTM  16      -   0.99996257  x   0.99975865  =   0.99972122
 AJ2940
 AJ2940                          SUPERSEDED SURVEY CONTROL
 AJ2940
 AJ2940  ELLIP H (04/24/01)  238.71   (m)                       GP(       ) 4 1
 AJ2940
 AJ2940.Superseded values are not recommended for survey control.
 AJ2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2940.See file dsdata.txt to determine how the superseded data were derived.
 AJ2940
 AJ2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8644966656(NAD 83)
 AJ2940_MARKER: I = METAL ROD
 AJ2940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2940_STAMPING: IL-KANE-2-42-7
 AJ2940_MARK LOGO: KCIDOT
 AJ2940_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2940_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2940+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 AJ2940_ROD/PIPE-DEPTH:  8.5 meters
 AJ2940_SLEEVE-DEPTH  :  0.9 meters
 AJ2940
 AJ2940  HISTORY     - Date     Condition        Report By
 AJ2940  HISTORY     - 20000718 MONUMENTED       SECI
 AJ2940
 AJ2940                          STATION DESCRIPTION
 AJ2940
 AJ2940'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2940'STATION IS LOCATED APPROXIMATELY 3.0 MI SOUTHEAST OF HUNTLEY, 3.5
 AJ2940'MI SOUTHWEST OF LAKE IN THE HILLS IN SECTION 2, T42N, R7E.  TO REACH
 AJ2940'FROM THE JUNCTION OF IL RT 72 AND GALLIGAN RD PROCEED NORTH ON
 AJ2940'GALLIGAN RD 2.8 MILE TO THE STATION LOCATED 29.9 FT WEST OF
 AJ2940'CENTERLINE OF GALLIGAN RD.  STATION IS LOCATED 0.3 MI SOUTH OF
 AJ2940'HUNTLEY RD, 289 FT SOUTH OF CENTERLINE OF AGGREGATE DRIVEWAY
 AJ2940'ADDRESS 19N339, 127 FT NORTH OF CENTERLINE OF AGGREGATE
 AJ2940'DRIVEWAY ADDRESS 19N241, 209 FT SOUTHWEST OF POWERPOLE (PP), 105
 AJ2940'FT SOUTHWEST OF PP, 63.5 FT WEST OF PP, AND 2 FT EAST OF ORANGE
 AJ2940'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2940'INCH LOGO CAP.  DATUM POINT IS 0.3 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ2940'WOOD PHYSICAL TIES. (WB)
 AJ2940' 
 AJ2940' 
 AJ2940' 
 AJ2940' 
 AJ2940'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2942 ***********************************************************************
 AJ2942  DESIGNATION -  IL KANE 2 42 8
 AJ2942  PID         -  AJ2942
 AJ2942  STATE/COUNTY-  IL/KANE
 AJ2942  USGS QUAD   -  CRYSTAL LAKE (1992)
 AJ2942
 AJ2942                         *CURRENT SURVEY CONTROL
 AJ2942  ___________________________________________________________________
 AJ2942* NAD 83(1997)-  42 09 14.32124(N)    088 15 29.42349(W)     ADJUSTED  
 AJ2942* NAVD 88     -       262.2    (meters)     860.     (feet)  GPS OBS   
 AJ2942  ___________________________________________________________________
 AJ2942  X           -     143,946.222 (meters)                     COMP
 AJ2942  Y           -  -4,733,518.877 (meters)                     COMP
 AJ2942  Z           -   4,258,451.838 (meters)                     COMP
 AJ2942  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AJ2942  ELLIP HEIGHT-         228.46  (meters)          (02/03/05) GPS OBS
 AJ2942  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AJ2942
 AJ2942  HORZ ORDER  -  FIRST
 AJ2942  ELLP ORDER  -  FOURTH    CLASS II
 AJ2942
 AJ2942.The horizontal coordinates were established by GPS observations
 AJ2942.and adjusted by the National Geodetic Survey in April 2001..
 AJ2942
 AJ2942.The orthometric height was determined by GPS observations and a
 AJ2942.high-resolution geoid model.
 AJ2942
 AJ2942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2942
 AJ2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2942
 AJ2942.The ellipsoidal height was determined by GPS observations
 AJ2942.and is referenced to NAD 83.
 AJ2942
 AJ2942.The geoid height was determined by GEOID03.
 AJ2942
 AJ2942;                    North         East     Units Scale Factor Converg.
 AJ2942;SPC IL E     -   609,208.002   306,211.885   MT  0.99997547   +0 03 01.6
 AJ2942;SPC IL E     - 1,998,709.92  1,004,630.16   sFT  0.99997547   +0 03 01.6
 AJ2942;UTM  16      - 4,667,638.498   396,051.824   MT  0.99973295   -0 50 40.1
 AJ2942
 AJ2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2942!SPC IL E     -   0.99996417  x   0.99997547  =   0.99993964
 AJ2942!UTM  16      -   0.99996417  x   0.99973295  =   0.99969713
 AJ2942
 AJ2942|---------------------------------------------------------------------|
 AJ2942| PID    Reference Object                     Distance      Geod. Az  |
 AJ2942|                                                           dddmmss.s |
 AJ2942| DG8598 BH12R                               278.887 METERS 08652     |
 AJ2942|---------------------------------------------------------------------|
 AJ2942
 AJ2942                          SUPERSEDED SURVEY CONTROL
 AJ2942
 AJ2942  ELLIP H (04/24/01)  228.48   (m)                       GP(       ) 4 1
 AJ2942
 AJ2942.Superseded values are not recommended for survey control.
 AJ2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2942.See file dsdata.txt to determine how the superseded data were derived.
 AJ2942
 AJ2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9605267638(NAD 83)
 AJ2942_MARKER: I = METAL ROD
 AJ2942_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2942+WITH SETTING: INFORMATION.
 AJ2942_STAMPING: IL-KANE-24-42-8
 AJ2942_MARK LOGO: KCIDOT
 AJ2942_PROJECTION: FLUSH
 AJ2942_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2942+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 AJ2942_ROD/PIPE-DEPTH: 2.4  meters
 AJ2942_SLEEVE-DEPTH  : 0.9 meters
 AJ2942
 AJ2942  HISTORY     - Date     Condition        Report By
 AJ2942  HISTORY     - 20000722 MONUMENTED       SECI
 AJ2942  HISTORY     - 20040224 GOOD             GEWALT
 AJ2942
 AJ2942                          STATION DESCRIPTION
 AJ2942
 AJ2942'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2942'STATION IS LOCATED APPROXIMATELY 1.5 MI NORTH OF CARPENTERSVILLE,
 AJ2942'1.75 MI EAST OF ALGONQUIN IN SECTION 2, T42N, R8E.  STATION IS LOCATED
 AJ2942'IN THE SOUTHWEST CORNER OF JUNCTION IL RT 25 (HAEGERS BEND RD)
 AJ2942'AND COUNTY LINE RD.  STATION IS 100 FT WEST OF CENTERLINE OF IL RT 25,
 AJ2942'41 FT SOUTH OF CENTERLINE OF COUNTY LINE RD, 105 FT EAST OF
 AJ2942'POWERPOLE (PP), 68 FT NORTHWEST OF PP, AND 2 FT NORTH OF ORANGE
 AJ2942'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2942'INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  THE ROD WAS DRIVEN
 AJ2942'TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2942'(WB)
 AJ2942' 
 AJ2942' 
 AJ2942' 
 AJ2942' 
 AJ2942' 
 AJ2942' 
 AJ2942'
 AJ2942
 AJ2942                          STATION RECOVERY (2004)
 AJ2942
 AJ2942'RECOVERY NOTE BY GEWALT-HAMILTON 2004
 AJ2942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2999 ***********************************************************************
 AJ2999  DESIGNATION -  IL KANE 20 38 6
 AJ2999  PID         -  AJ2999
 AJ2999  STATE/COUNTY-  IL/KANE
 AJ2999  USGS QUAD   -  BIG ROCK (1975)
 AJ2999
 AJ2999                         *CURRENT SURVEY CONTROL
 AJ2999  ___________________________________________________________________
 AJ2999* NAD 83(1997)-  41 45 17.88678(N)    088 35 00.38599(W)     ADJUSTED  
 AJ2999* NAVD 88     -       219.4    (meters)     720.     (feet)  GPS OBS   
 AJ2999  ___________________________________________________________________
 AJ2999  X           -     117,803.634 (meters)                     COMP
 AJ2999  Y           -  -4,763,849.280 (meters)                     COMP
 AJ2999  Z           -   4,225,463.701 (meters)                     COMP
 AJ2999  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AJ2999  ELLIP HEIGHT-         186.31  (meters)          (02/03/05) GPS OBS
 AJ2999  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AJ2999
 AJ2999  HORZ ORDER  -  FIRST
 AJ2999  ELLP ORDER  -  FOURTH    CLASS II
 AJ2999
 AJ2999.The horizontal coordinates were established by GPS observations
 AJ2999.and adjusted by the National Geodetic Survey in April 2001..
 AJ2999
 AJ2999.The orthometric height was determined by GPS observations and a
 AJ2999.high-resolution geoid model.
 AJ2999
 AJ2999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2999
 AJ2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2999
 AJ2999.The ellipsoidal height was determined by GPS observations
 AJ2999.and is referenced to NAD 83.
 AJ2999
 AJ2999.The geoid height was determined by GEOID03.
 AJ2999
 AJ2999;                    North         East     Units Scale Factor Converg.
 AJ2999;SPC IL E     -   564,917.658   279,199.633   MT  0.99998032   -0 09 59.6
 AJ2999;SPC IL E     - 1,853,400.68    916,007.46   sFT  0.99998032   -0 09 59.6
 AJ2999;UTM  16      - 4,623,782.784   368,359.407   MT  0.99981325   -1 03 16.7
 AJ2999
 AJ2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2999!SPC IL E     -   0.99997078  x   0.99998032  =   0.99995110
 AJ2999!UTM  16      -   0.99997078  x   0.99981325  =   0.99978403
 AJ2999
 AJ2999                          SUPERSEDED SURVEY CONTROL
 AJ2999
 AJ2999  ELLIP H (04/25/01)  186.35   (m)                       GP(       ) 3 2
 AJ2999
 AJ2999.Superseded values are not recommended for survey control.
 AJ2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2999.See file dsdata.txt to determine how the superseded data were derived.
 AJ2999
 AJ2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6835923783(NAD 83)
 AJ2999_MARKER: I = METAL ROD
 AJ2999_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2999_STAMPING: IL-KANE-20-38-6
 AJ2999_MARK LOGO: KCIDOT
 AJ2999_PROJECTION: FLUSH
 AJ2999_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2999+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 AJ2999_ROD/PIPE-DEPTH:  4.9 meters
 AJ2999_SLEEVE-DEPTH  :  0.9 meters
 AJ2999
 AJ2999  HISTORY     - Date     Condition        Report By
 AJ2999  HISTORY     - 20000712 MONUMENTED       SECI
 AJ2999
 AJ2999                          STATION DESCRIPTION
 AJ2999
 AJ2999'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2999'STATION IS LOCATED APPROXIMATELY 2.75 MI SOUTHEAST OF HINCKLEY, 2.0
 AJ2999'MI SOUTHWEST OF BIG ROCK IN SECTION 20, T38N, R6E.  TO REACH FROM
 AJ2999'THE JUNCTION OF US RT 30 AND COUNTY LINE RD PROCEED SOUTH ON
 AJ2999'COUNTY LINE RD 0.25 MI TO HINCKLEY RD, THEN PROCEED EAST ON
 AJ2999'HINCKLEY RD 0.6 TO JERICHO RD, THEN PROCEED SOUTH SOUTHEAST ON
 AJ2999'JERICHO RD APPROXIMATELY 0.8 MILES TO THE STATION LOCATED IN THE
 AJ2999'SOUTHWEST CORNER OF INTERSECTION JERICHO RD AND GREEN ACRE RD.
 AJ2999'STATION IS LOCATED 45 FT WEST OF CENTERLINE OF GREEN ACRE RD, 34.5
 AJ2999'SOUTH OF THE CENTERLINE OF JERICHO RD, 265 FT EAST OF AGGREGATE
 AJ2999'DRIVEWAY ADDRESS 7S531, 164 FT SOUTHEAST OF POWERPOLE (PP), 76.8
 AJ2999'FT SOUTHWEST OF PP, 186 FT SOUTHWEST OF PP, 31 FT SOUTHEAST OF 18
 AJ2999'IN METAL CULVERT, AND 2 FT NORTHEAST OF ORANGE FIBERGLASS
 AJ2999'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2999'CAP.  DATUM POINT IS 0.55 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2999'PHYSICAL TIES. (WB)
 AJ2999' 
 AJ2999' 
 AJ2999' 
 AJ2999' 
 AJ2999' 
 AJ2999'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3010 ***********************************************************************
 AJ3010  DESIGNATION -  IL KANE 20 39 7
 AJ3010  PID         -  AJ3010
 AJ3010  STATE/COUNTY-  IL/KANE
 AJ3010  USGS QUAD   -  SUGAR GROVE (1993)
 AJ3010
 AJ3010                         *CURRENT SURVEY CONTROL
 AJ3010  ___________________________________________________________________
 AJ3010* NAD 83(1997)-  41 50 29.22584(N)    088 28 07.37084(W)     ADJUSTED  
 AJ3010* NAVD 88     -       221.8    (meters)     728.     (feet)  GPS OBS   
 AJ3010  ___________________________________________________________________
 AJ3010  X           -     127,171.261 (meters)                     COMP
 AJ3010  Y           -  -4,757,205.521 (meters)                     COMP
 AJ3010  Z           -   4,232,626.490 (meters)                     COMP
 AJ3010  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AJ3010  ELLIP HEIGHT-         188.74  (meters)          (02/03/05) GPS OBS
 AJ3010  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AJ3010
 AJ3010  HORZ ORDER  -  FIRST
 AJ3010  ELLP ORDER  -  FOURTH    CLASS II
 AJ3010
 AJ3010.The horizontal coordinates were established by GPS observations
 AJ3010.and adjusted by the National Geodetic Survey in April 2001..
 AJ3010
 AJ3010.The orthometric height was determined by GPS observations and a
 AJ3010.high-resolution geoid model.
 AJ3010
 AJ3010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3010
 AJ3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3010
 AJ3010.The ellipsoidal height was determined by GPS observations
 AJ3010.and is referenced to NAD 83.
 AJ3010
 AJ3010.The geoid height was determined by GEOID03.
 AJ3010
 AJ3010;                    North         East     Units Scale Factor Converg.
 AJ3010;SPC IL E     -   574,501.666   288,756.079   MT  0.99997656   -0 05 25.1
 AJ3010;SPC IL E     - 1,884,844.22    947,360.57   sFT  0.99997656   -0 05 25.1
 AJ3010;UTM  16      - 4,633,215.697   378,061.621   MT  0.99978297   -0 58 47.5
 AJ3010
 AJ3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3010!SPC IL E     -   0.99997040  x   0.99997656  =   0.99994696
 AJ3010!UTM  16      -   0.99997040  x   0.99978297  =   0.99975337
 AJ3010
 AJ3010                          SUPERSEDED SURVEY CONTROL
 AJ3010
 AJ3010  ELLIP H (04/25/01)  188.77   (m)                       GP(       ) 3 2
 AJ3010
 AJ3010.Superseded values are not recommended for survey control.
 AJ3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3010.See file dsdata.txt to determine how the superseded data were derived.
 AJ3010
 AJ3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7806233216(NAD 83)
 AJ3010_MARKER: I = METAL ROD
 AJ3010_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3010+WITH SETTING: INFORMATION.
 AJ3010_STAMPING: IL-KANE-20-39-7
 AJ3010_MARK LOGO: KCIDOT
 AJ3010_PROJECTION: PROJECTING 3 CENTIMETERS
 AJ3010_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3010+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 AJ3010_ROD/PIPE-DEPTH:  1.2 meters
 AJ3010_SLEEVE-DEPTH  :  0.9 meters
 AJ3010
 AJ3010  HISTORY     - Date     Condition        Report By
 AJ3010  HISTORY     - 20000713 MONUMENTED       SECI
 AJ3010
 AJ3010                          STATION DESCRIPTION
 AJ3010
 AJ3010'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3010'STATION IS LOCATED APPROXIMATELY 3.8 MI SOUTH OF ELBURN, 2.5 MI EAST
 AJ3010'OF KANEVILLE IN SECTION 20, T39N, R7E.  TO REACH FROM THE JUNCTION OF
 AJ3010'IL RT 47 AND INTERSTATE 88 PROCEED NORTH ON IL RT 47 FOR 1.9 MI TO
 AJ3010'THE INTERSECTION OF IL RT 47 AND MAIN ST, PROCEED WEST 210 FT ON
 AJ3010'MAIN ST TO THE STATION LOCATED 25 FT NORTH OF CENTERLINE OF MAIN
 AJ3010'ST.  STATION IS LOCATED 100 FT WEST OF BLACKBERRY CREEK, 82 FT EAST
 AJ3010'OF CENTERLINE OF ENTRANCE TO FISHERMANS INN, 91 FT NORTHWEST OF
 AJ3010'POWERPOLE (PP), 82 FT NORTH NORTHEAST OF PP, 57.5 FT EAST OF PP, 19
 AJ3010'FT NORTHEAST OF WEST END OF GUARDRAIL, AND 2 FT SOUTH OF ORANGE
 AJ3010'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ3010'INCH LOGO CAP.  DATUM POINT IS 0.18 FT BELOW CAP.  THE ROD WAS
 AJ3010'DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ3010'PHYSICAL TIES. (WB)
 AJ3010' 
 AJ3010' 
 AJ3010' 
 AJ3010' 
 AJ3010'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3022 ***********************************************************************
 AJ3022  DESIGNATION -  IL KANE 20 40 8
 AJ3022  PID         -  AJ3022
 AJ3022  STATE/COUNTY-  IL/KANE
 AJ3022  USGS QUAD   -  GENEVA (1993)
 AJ3022
 AJ3022                         *CURRENT SURVEY CONTROL
 AJ3022  ___________________________________________________________________
 AJ3022* NAD 83(1997)-  41 56 07.36648(N)    088 20 29.18140(W)     ADJUSTED  
 AJ3022* NAVD 88     -       234.9    (meters)     771.     (feet)  GPS OBS   
 AJ3022  ___________________________________________________________________
 AJ3022  X           -     137,537.093 (meters)                     COMP
 AJ3022  Y           -  -4,749,957.969 (meters)                     COMP
 AJ3022  Z           -   4,240,401.995 (meters)                     COMP
 AJ3022  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AJ3022  ELLIP HEIGHT-         201.76  (meters)          (02/03/05) GPS OBS
 AJ3022  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AJ3022
 AJ3022  HORZ ORDER  -  FIRST
 AJ3022  ELLP ORDER  -  FOURTH    CLASS II
 AJ3022
 AJ3022.The horizontal coordinates were established by GPS observations
 AJ3022.and adjusted by the National Geodetic Survey in April 2001..
 AJ3022
 AJ3022.The orthometric height was determined by GPS observations and a
 AJ3022.high-resolution geoid model.
 AJ3022
 AJ3022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3022
 AJ3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3022
 AJ3022.The ellipsoidal height was determined by GPS observations
 AJ3022.and is referenced to NAD 83.
 AJ3022
 AJ3022.The geoid height was determined by GEOID03.
 AJ3022
 AJ3022;                    North         East     Units Scale Factor Converg.
 AJ3022;SPC IL E     -   584,925.258   299,327.754   MT  0.99997501   -0 00 19.5
 AJ3022;SPC IL E     - 1,919,042.28    982,044.47   sFT  0.99997501   -0 00 19.5
 AJ3022;UTM  16      - 4,643,471.623   388,791.756   MT  0.99975218   -0 53 47.6
 AJ3022
 AJ3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3022!SPC IL E     -   0.99996836  x   0.99997501  =   0.99994337
 AJ3022!UTM  16      -   0.99996836  x   0.99975218  =   0.99972054
 AJ3022
 AJ3022                          SUPERSEDED SURVEY CONTROL
 AJ3022
 AJ3022  ELLIP H (04/25/01)  201.79   (m)                       GP(       ) 3 2
 AJ3022
 AJ3022.Superseded values are not recommended for survey control.
 AJ3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3022.See file dsdata.txt to determine how the superseded data were derived.
 AJ3022
 AJ3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8879243472(NAD 83)
 AJ3022_MARKER: I = METAL ROD
 AJ3022_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3022_STAMPING: IL-KANE-20-40-8
 AJ3022_MARK LOGO: KCIDOT
 AJ3022_PROJECTION: FLUSH
 AJ3022_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3022+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 AJ3022_ROD/PIPE-DEPTH:  4.9 meters
 AJ3022_SLEEVE-DEPTH  :  0.9 meters
 AJ3022
 AJ3022  HISTORY     - Date     Condition        Report By
 AJ3022  HISTORY     - 20000719 MONUMENTED       SECI
 AJ3022
 AJ3022                          STATION DESCRIPTION
 AJ3022
 AJ3022'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3022'STATION IS LOCATED APPROXIMATELY 3.25 MI EAST OF WASCO, 2.75 MI
 AJ3022'NORTHWEST OF ST. CHARLES IN SECTION 20, T40N, R8E.  TO REACH FROM
 AJ3022'THE JUNCTION OF IL RT 64 AND RANDALL RD PROCEED NORTH ON RANDALL
 AJ3022'RD 1.5 MI TO THE STATION LOCATED  IN THE SOUTHWEST CORNER OF
 AJ3022'INTERSECTION OF RANDALL RD AND CRANE RD.  STATION IS LOCATED 85 FT
 AJ3022'SOUTH OF CENTERLINE OF CRANE RD, 55 FT WEST OF CENTERLINE OF
 AJ3022'RANDALL RD, 155 FT SOUTHWEST OF POWERPOLE, 122 FT
 AJ3022'SOUTH SOUTHEAST OF PP, 85 FT NORTHEAST OF PP, 34 FT EAST OF FENCE
 AJ3022'LINE, 4.4 FT EAST OF CONCRETE DITCH, 53 FT SOUTH SOUTHEAST OF 24 INCH
 AJ3022'CONCRETE CULVERT, AND 2 FT EAST OF ORANGE FIBERGLASS WITNESS
 AJ3022'POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ3022'DATUM POINT IS 0.57 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3022'PHYSICAL TIES. (WB)
 AJ3022' 
 AJ3022' 
 AJ3022' 
 AJ3022' 
 AJ3022' 
 AJ3022' 
 AJ3022' 
 AJ3022' 
 AJ3022' 
 AJ3022' 
 AJ3022'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3042 ***********************************************************************
 AJ3042  DESIGNATION -  IL KANE 20 42 6
 AJ3042  PID         -  AJ3042
 AJ3042  STATE/COUNTY-  IL/KANE
 AJ3042  USGS QUAD   -  HAMPSHIRE (1978)
 AJ3042
 AJ3042                         *CURRENT SURVEY CONTROL
 AJ3042  ___________________________________________________________________
 AJ3042* NAD 83(1997)-  42 06 23.62513(N)    088 33 16.10434(W)     ADJUSTED  
 AJ3042* NAVD 88     -       260.5    (meters)     855.     (feet)  GPS OBS   
 AJ3042  ___________________________________________________________________
 AJ3042  X           -     119,554.522 (meters)                     COMP
 AJ3042  Y           -  -4,737,731.039 (meters)                     COMP
 AJ3042  Z           -   4,254,544.910 (meters)                     COMP
 AJ3042  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AJ3042  ELLIP HEIGHT-         227.16  (meters)          (02/03/05) GPS OBS
 AJ3042  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AJ3042
 AJ3042  HORZ ORDER  -  FIRST
 AJ3042  ELLP ORDER  -  FOURTH    CLASS II
 AJ3042
 AJ3042.The horizontal coordinates were established by GPS observations
 AJ3042.and adjusted by the National Geodetic Survey in April 2001..
 AJ3042
 AJ3042.The orthometric height was determined by GPS observations and a
 AJ3042.high-resolution geoid model.
 AJ3042
 AJ3042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3042
 AJ3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3042
 AJ3042.The ellipsoidal height was determined by GPS observations
 AJ3042.and is referenced to NAD 83.
 AJ3042
 AJ3042.The geoid height was determined by GEOID03.
 AJ3042
 AJ3042;                    North         East     Units Scale Factor Converg.
 AJ3042;SPC IL E     -   603,962.342   281,709.427   MT  0.99997911   -0 08 53.8
 AJ3042;SPC IL E     - 1,981,499.78    924,241.68   sFT  0.99997911   -0 08 53.8
 AJ3042;UTM  16      - 4,662,777.025   371,475.601   MT  0.99980325   -1 02 32.8
 AJ3042
 AJ3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3042!SPC IL E     -   0.99996437  x   0.99997911  =   0.99994348
 AJ3042!UTM  16      -   0.99996437  x   0.99980325  =   0.99976763
 AJ3042
 AJ3042                          SUPERSEDED SURVEY CONTROL
 AJ3042
 AJ3042  ELLIP H (04/25/01)  227.19   (m)                       GP(       ) 3 2
 AJ3042
 AJ3042.Superseded values are not recommended for survey control.
 AJ3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3042.See file dsdata.txt to determine how the superseded data were derived.
 AJ3042
 AJ3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7147662777(NAD 83)
 AJ3042_MARKER: I = METAL ROD
 AJ3042_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3042+WITH SETTING: INFORMATION.
 AJ3042_STAMPING: IL-KANE-20-42-6
 AJ3042_MARK LOGO: KCIDOT
 AJ3042_PROJECTION: FLUSH
 AJ3042_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3042+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 AJ3042_ROD/PIPE-DEPTH:  2.4 meters
 AJ3042_SLEEVE-DEPTH  :  0.9 meters
 AJ3042
 AJ3042  HISTORY     - Date     Condition        Report By
 AJ3042  HISTORY     - 20000717 MONUMENTED       SECI
 AJ3042
 AJ3042                          STATION DESCRIPTION
 AJ3042
 AJ3042'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3042'STATION IS LOCATED APPROXIMATELY 1.5 MI NORTHWEST OF HAMPSHIRE,
 AJ3042'3.75 MI NORTH OF BURLINGTON IN SECTION 20, T42N, R6E.  TO REACH FROM
 AJ3042'THE JUNCTION OF US RT 20 AND ALLEN RD PROCEED WEST ON ALLEN RD
 AJ3042'APPROXIMATELY 3.9 MILE TO THE STATION LOCATED IN THE NORTHEAST
 AJ3042'SECTION OF ALLEN RD AND HAMPSHIRE CREEK.  STATION IS LOCATED 1.0 MI
 AJ3042'WEST OF HARMONY/HAMPSHIRE RD, 0.8 MI EAST OF WALKER RD, 70 FT EAST
 AJ3042'OF  CENTERLINE OF HAMPSHIRE CREEK, 10 FT NORTH OF GUARDRAIL, 10 FT
 AJ3042'WEST OF EAST END OF GUARDRAIL, AND 2 FT SOUTH OF ORANGE
 AJ3042'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ3042'INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  THE ROD WAS
 AJ3042'DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ3042'PHYSICAL TIES. (WB)
 AJ3042' 
 AJ3042' 
 AJ3042' 
 AJ3042' 
 AJ3042' 
 AJ3042' 
 AJ3042'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3043 ***********************************************************************
 AJ3043  DESIGNATION -  IL KANE 21 42 7
 AJ3043  PID         -  AJ3043
 AJ3043  STATE/COUNTY-  IL/KANE
 AJ3043  USGS QUAD   -  PINGREE GROVE (1992)
 AJ3043
 AJ3043                         *CURRENT SURVEY CONTROL
 AJ3043  ___________________________________________________________________
 AJ3043* NAD 83(1997)-  42 06 23.66793(N)    088 24 54.61335(W)     ADJUSTED  
 AJ3043* NAVD 88     -       275.6    (meters)     904.     (feet)  GPS OBS   
 AJ3043  ___________________________________________________________________
 AJ3043  X           -     131,073.272 (meters)                     COMP
 AJ3043  Y           -  -4,737,436.625 (meters)                     COMP
 AJ3043  Z           -   4,254,555.967 (meters)                     COMP
 AJ3043  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AJ3043  ELLIP HEIGHT-         242.19  (meters)          (02/03/05) GPS OBS
 AJ3043  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AJ3043
 AJ3043  HORZ ORDER  -  FIRST
 AJ3043  ELLP ORDER  -  FOURTH    CLASS II
 AJ3043
 AJ3043.The horizontal coordinates were established by GPS observations
 AJ3043.and adjusted by the National Geodetic Survey in April 2001..
 AJ3043
 AJ3043.The orthometric height was determined by GPS observations and a
 AJ3043.high-resolution geoid model.
 AJ3043
 AJ3043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3043
 AJ3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3043
 AJ3043.The ellipsoidal height was determined by GPS observations
 AJ3043.and is referenced to NAD 83.
 AJ3043
 AJ3043.The geoid height was determined by GEOID03.
 AJ3043
 AJ3043;                    North         East     Units Scale Factor Converg.
 AJ3043;SPC IL E     -   603,943.236   293,231.233   MT  0.99997556   -0 03 17.5
 AJ3043;SPC IL E     - 1,981,437.10    962,042.80   sFT  0.99997556   -0 03 17.5
 AJ3043;UTM  16      - 4,662,578.161   382,993.499   MT  0.99976846   -0 56 56.4
 AJ3043
 AJ3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3043!SPC IL E     -   0.99996202  x   0.99997556  =   0.99993758
 AJ3043!UTM  16      -   0.99996202  x   0.99976846  =   0.99973049
 AJ3043
 AJ3043                          SUPERSEDED SURVEY CONTROL
 AJ3043
 AJ3043  ELLIP H (04/25/01)  242.20   (m)                       GP(       ) 3 2
 AJ3043
 AJ3043.Superseded values are not recommended for survey control.
 AJ3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3043.See file dsdata.txt to determine how the superseded data were derived.
 AJ3043
 AJ3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8299362578(NAD 83)
 AJ3043_MARKER: I = METAL ROD
 AJ3043_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3043_STAMPING: IL-KANE-21-42-7
 AJ3043_MARK LOGO: KCIDOT
 AJ3043_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3043_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3043+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2004
 AJ3043_ROD/PIPE-DEPTH:  7.3 meters
 AJ3043_SLEEVE-DEPTH  :  0.9 meters
 AJ3043
 AJ3043  HISTORY     - Date     Condition        Report By
 AJ3043  HISTORY     - 20000717 MONUMENTED       SECI
 AJ3043  HISTORY     - 20040409 GOOD             INDIV
 AJ3043
 AJ3043                          STATION DESCRIPTION
 AJ3043
 AJ3043'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3043'STATION IS LOCATED APPROXIMATELY 5.75 MI EAST OF HAMPSHIRE, 6.75 MI
 AJ3043'WEST OF WEST DUNDEE IN SECTION 21, T42N, R7E.   TO REACH FROM THE
 AJ3043'JUNCTION OF IL RT 47 AND BIG TIMBER RD PROCEED EAST ON BIG TIMBER
 AJ3043'RD 1.6 MI TO THE STATION LOCATED 27 FT SOUTH OF CENTERLINE OF BIG
 AJ3043'TIMBER RD.  STATION IS LOCATED 0.40 MI NORTHWEST OF POWERS RD, 0.10
 AJ3043'MI SOUTHEAST OF THE EAKIN ONE ROOM SCHOOL HOUSE, 300 FT EAST OF
 AJ3043'CENTERLINE OF EAKIN CREEK WHICH RUNS UNDER BIG TIMBER RD, 180 FT
 AJ3043'EAST OF END OF GUARDRAIL, 104 FT NORTHWEST OF POWERPOLE, 13.5 FT
 AJ3043'SOUTH OF EDGE-OF-PAVEMENT, AND 2 FT NORTH OF ORANGE FIBERGLASS
 AJ3043'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ3043'CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3043'PHYSICAL TIES. (WB)
 AJ3043' 
 AJ3043' 
 AJ3043' 
 AJ3043'
 AJ3043
 AJ3043                          STATION RECOVERY (2004)
 AJ3043
 AJ3043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ3043'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3018 ***********************************************************************
 AJ3018  DESIGNATION -  IL KANE 23 40 6
 AJ3018  PID         -  AJ3018
 AJ3018  STATE/COUNTY-  IL/KANE
 AJ3018  USGS QUAD   -  MAPLE PARK (1975)
 AJ3018
 AJ3018                         *CURRENT SURVEY CONTROL
 AJ3018  ___________________________________________________________________
 AJ3018* NAD 83(1997)-  41 55 30.77534(N)    088 30 52.39279(W)     ADJUSTED  
 AJ3018* NAVD 88     -       267.2    (meters)     877.     (feet)  GPS OBS   
 AJ3018  ___________________________________________________________________
 AJ3018  X           -     123,205.078 (meters)                     COMP
 AJ3018  Y           -  -4,751,130.082 (meters)                     COMP
 AJ3018  Z           -   4,239,583.693 (meters)                     COMP
 AJ3018  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AJ3018  ELLIP HEIGHT-         234.12  (meters)          (02/03/05) GPS OBS
 AJ3018  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AJ3018
 AJ3018  HORZ ORDER  -  FIRST
 AJ3018  ELLP ORDER  -  FOURTH    CLASS II
 AJ3018
 AJ3018.The horizontal coordinates were established by GPS observations
 AJ3018.and adjusted by the National Geodetic Survey in April 2001..
 AJ3018
 AJ3018.The orthometric height was determined by GPS observations and a
 AJ3018.high-resolution geoid model.
 AJ3018
 AJ3018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3018
 AJ3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3018
 AJ3018.The ellipsoidal height was determined by GPS observations
 AJ3018.and is referenced to NAD 83.
 AJ3018
 AJ3018.The geoid height was determined by GEOID03.
 AJ3018
 AJ3018;                    North         East     Units Scale Factor Converg.
 AJ3018;SPC IL E     -   583,812.180   284,968.573   MT  0.99997778   -0 07 15.9
 AJ3018;SPC IL E     - 1,915,390.46    934,934.39   sFT  0.99997778   -0 07 15.9
 AJ3018;UTM  16      - 4,642,582.169   374,419.924   MT  0.99979406   -1 00 43.5
 AJ3018
 AJ3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3018!SPC IL E     -   0.99996328  x   0.99997778  =   0.99994106
 AJ3018!UTM  16      -   0.99996328  x   0.99979406  =   0.99975735
 AJ3018
 AJ3018                          SUPERSEDED SURVEY CONTROL
 AJ3018
 AJ3018  ELLIP H (04/25/01)  234.14   (m)                       GP(       ) 3 2
 AJ3018
 AJ3018.Superseded values are not recommended for survey control.
 AJ3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3018.See file dsdata.txt to determine how the superseded data were derived.
 AJ3018
 AJ3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7442042582(NAD 83)
 AJ3018_MARKER: I = METAL ROD
 AJ3018_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3018_STAMPING: IL-KANE-23-40-6
 AJ3018_MARK LOGO: KCIDOT
 AJ3018_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3018_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3018+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2000
 AJ3018_ROD/PIPE-DEPTH:  4.9 meters
 AJ3018_SLEEVE-DEPTH  :  0.9 meters
 AJ3018
 AJ3018  HISTORY     - Date     Condition        Report By
 AJ3018  HISTORY     - 20000724 MONUMENTED       SECI
 AJ3018
 AJ3018                          STATION DESCRIPTION
 AJ3018
 AJ3018'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3018'STATION IS LOCATED APPROXIMATELY 3.0 MI NORTHWEST OF ELBURN, 4.5 MI
 AJ3018'NORTHEAST OF MAPLE PARK IN SECTION 23, T40N, R6E.  TO REACH FROM
 AJ3018'THE JUNCTION OF IL RT 47 AND BEITH RD PROCEED WEST ON BEITH RD 2.0
 AJ3018'MI TO THE STATION LOCATED 33 FT SOUTH OF CENTERLINE OF BEITH RD.
 AJ3018'STATION IS LOCATED 0.30 MI WEST FO FRANCIS RD, 450 FT EAST OF DRIVE
 AJ3018'TO ADDRESS 46W440, 31.5 FT EAST OF CENTERLINE OF AGGREGATE FIELD
 AJ3018'ENTRANCE ON SOUTHSIDE OF BEITH RD, 260 FT SOUTHEAST OF POWERPOLE
 AJ3018'(PP), 82.6 FT SOUTHEAST OF PP, 151 FT SOUTHWEST OF PP, AND 2 FT NORTH
 AJ3018'OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ3018'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  PK NAILS
 AJ3018'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3018' 
 AJ3018' 
 AJ3018' 
 AJ3018'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3044 ***********************************************************************
 AJ3044  DESIGNATION -  IL KANE 24 42 8
 AJ3044  PID         -  AJ3044
 AJ3044  STATE/COUNTY-  IL/KANE
 AJ3044  USGS QUAD   -  STREAMWOOD (1993)
 AJ3044
 AJ3044                         *CURRENT SURVEY CONTROL
 AJ3044  ___________________________________________________________________
 AJ3044* NAD 83(1997)-  42 06 19.97125(N)    088 14 33.77790(W)     ADJUSTED  
 AJ3044* NAVD 88     -       265.3    (meters)     870.     (feet)  GPS OBS   
 AJ3044  ___________________________________________________________________
 AJ3044  X           -     145,333.952 (meters)                     COMP
 AJ3044  Y           -  -4,737,089.344 (meters)                     COMP
 AJ3044  Z           -   4,254,464.337 (meters)                     COMP
 AJ3044  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AJ3044  ELLIP HEIGHT-         231.74  (meters)          (02/03/05) GPS OBS
 AJ3044  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AJ3044
 AJ3044  HORZ ORDER  -  FIRST
 AJ3044  ELLP ORDER  -  FOURTH    CLASS II
 AJ3044
 AJ3044.The horizontal coordinates were established by GPS observations
 AJ3044.and adjusted by the National Geodetic Survey in April 2001..
 AJ3044
 AJ3044.The orthometric height was determined by GPS observations and a
 AJ3044.high-resolution geoid model.
 AJ3044
 AJ3044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3044
 AJ3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3044
 AJ3044.The ellipsoidal height was determined by GPS observations
 AJ3044.and is referenced to NAD 83.
 AJ3044
 AJ3044.The geoid height was determined by GEOID03.
 AJ3044
 AJ3044;                    North         East     Units Scale Factor Converg.
 AJ3044;SPC IL E     -   603,829.913   307,495.102   MT  0.99997569   +0 03 38.7
 AJ3044;SPC IL E     - 1,981,065.31  1,008,840.18   sFT  0.99997569   +0 03 38.7
 AJ3044;UTM  16      - 4,662,242.351   397,250.634   MT  0.99972990   -0 49 59.9
 AJ3044
 AJ3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3044!SPC IL E     -   0.99996366  x   0.99997569  =   0.99993935
 AJ3044!UTM  16      -   0.99996366  x   0.99972990  =   0.99969357
 AJ3044
 AJ3044                          SUPERSEDED SURVEY CONTROL
 AJ3044
 AJ3044  ELLIP H (04/25/01)  231.77   (m)                       GP(       ) 3 2
 AJ3044
 AJ3044.Superseded values are not recommended for survey control.
 AJ3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3044.See file dsdata.txt to determine how the superseded data were derived.
 AJ3044
 AJ3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9725162242(NAD 83)
 AJ3044_MARKER: I = METAL ROD
 AJ3044_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3044_STAMPING: IL-KANE-24-42-8
 AJ3044_MARK LOGO: KCIDOT
 AJ3044_PROJECTION: RECESSED 10 CENTIMETERS
 AJ3044_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3044+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 AJ3044_ROD/PIPE-DEPTH:  3.7 meters
 AJ3044_SLEEVE-DEPTH  :  0.9 meters
 AJ3044
 AJ3044  HISTORY     - Date     Condition        Report By
 AJ3044  HISTORY     - 20000718 MONUMENTED       SECI
 AJ3044
 AJ3044                          STATION DESCRIPTION
 AJ3044
 AJ3044'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3044'STATION IS LOCATED APPROXIMATELY 1.5 MI NORTHEAST OF EAST DUNDEE,
 AJ3044'1.75 MI SOUTHEAST OF CARPENTERSVILLE IN SECTION 24, T42N, R8E.  THE
 AJ3044'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE JUNCTION IL RT
 AJ3044'68 AND PENNY RD, 32 FT NORTHEAST OF PENNY RD CENTERLINE, 57 FT
 AJ3044'SOUTH OF IL RT 68 CENTERLINE, 22 FT SOUTHEAST OF A HANDHOLE, 10.8 FT
 AJ3044'SOUTHWEST OF POWERPOLE(PP), 55.8 FT NORTHEAST OF PP, 108 FT
 AJ3044'SOUTHEAST OF PP,  AND 8 FT SOUTHWEST OF ORANGE FIBERGLASS
 AJ3044'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ3044'CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3044'PHYSICAL TIES. (WB)
 AJ3044' 
 AJ3044' 
 AJ3044' 
 AJ3044' 
 AJ3044' 
 AJ3044'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2998 ***********************************************************************
 AJ2998  DESIGNATION -  IL KANE 25 38 7
 AJ2998  PID         -  AJ2998
 AJ2998  STATE/COUNTY-  IL/KANE
 AJ2998  USGS QUAD   -  YORKVILLE (1993)
 AJ2998
 AJ2998                         *CURRENT SURVEY CONTROL
 AJ2998  ___________________________________________________________________
 AJ2998* NAD 83(1997)-  41 44 23.27264(N)    088 23 11.12055(W)     ADJUSTED  
 AJ2998* NAVD 88     -       203.5    (meters)     668.     (feet)  GPS OBS   
 AJ2998  ___________________________________________________________________
 AJ2998  X           -     134,215.213 (meters)                     COMP
 AJ2998  Y           -  -4,764,525.751 (meters)                     COMP
 AJ2998  Z           -   4,224,195.987 (meters)                     COMP
 AJ2998  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AJ2998  ELLIP HEIGHT-         170.48  (meters)          (02/03/05) GPS OBS
 AJ2998  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AJ2998
 AJ2998  HORZ ORDER  -  FIRST
 AJ2998  ELLP ORDER  -  FOURTH    CLASS II
 AJ2998
 AJ2998.The horizontal coordinates were established by GPS observations
 AJ2998.and adjusted by the National Geodetic Survey in April 2001..
 AJ2998
 AJ2998.The orthometric height was determined by GPS observations and a
 AJ2998.high-resolution geoid model.
 AJ2998
 AJ2998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2998
 AJ2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2998
 AJ2998.The ellipsoidal height was determined by GPS observations
 AJ2998.and is referenced to NAD 83.
 AJ2998
 AJ2998.The geoid height was determined by GEOID03.
 AJ2998
 AJ2998;                    North         East     Units Scale Factor Converg.
 AJ2998;SPC IL E     -   563,203.855   295,583.769   MT  0.99997524   -0 02 07.2
 AJ2998;SPC IL E     - 1,847,777.98    969,761.08   sFT  0.99997524   -0 02 07.2
 AJ2998;UTM  16      - 4,621,815.663   384,711.921   MT  0.99976356   -0 55 23.2
 AJ2998
 AJ2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2998!SPC IL E     -   0.99997326  x   0.99997524  =   0.99994850
 AJ2998!UTM  16      -   0.99997326  x   0.99976356  =   0.99973683
 AJ2998
 AJ2998                          SUPERSEDED SURVEY CONTROL
 AJ2998
 AJ2998  ELLIP H (04/25/01)  170.51   (m)                       GP(       ) 3 2
 AJ2998
 AJ2998.Superseded values are not recommended for survey control.
 AJ2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2998.See file dsdata.txt to determine how the superseded data were derived.
 AJ2998
 AJ2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8471221816(NAD 83)
 AJ2998_MARKER: I = METAL ROD
 AJ2998_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2998+WITH SETTING: INFORMATION.
 AJ2998_STAMPING: IL-KANE-25-38-7
 AJ2998_MARK LOGO: KCIDOT
 AJ2998_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2998_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2998+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ2998_ROD/PIPE-DEPTH:  2.4 meters
 AJ2998_SLEEVE-DEPTH  :  0.9 meters
 AJ2998
 AJ2998  HISTORY     - Date     Condition        Report By
 AJ2998  HISTORY     - 20000714 MONUMENTED       SECI
 AJ2998
 AJ2998                          STATION DESCRIPTION
 AJ2998
 AJ2998'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2998'STATION IS LOCATED APPROXIMATELY 2.25 MI NORTHWEST OF
 AJ2998'MONTGOMERY, 3.5 MI SOUTHEAST OF SUGAR GROVE IN SECTION 25, T38N,
 AJ2998'R7E.  TO REACH FROM THE JUNCTION OF IL RT 47 AND JERICHO RD PROCEED
 AJ2998'EAST ON JERICHO RD APPROXIMATELY 3.0 MILES TO THE STATION LOCATED
 AJ2998'30.8 FT SOUTH OF CENTERLINE OF JERICHO RD.  STATION IS LOCATED 0.6 MI
 AJ2998'WEST OF ORCHARD RD, 360 FT WEST OF BARNES RD, 200 FT WEST OF
 AJ2998'CENTERLINE OF ENTRANCE TO THE CITY OF AURORA WELL  23, 97.5 FT
 AJ2998'EAST OF CENTERLINE OF PAVED ENTRANCE TO PARK, 145 FT WEST OF
 AJ2998'POWERPOLE (PP), 61.9 FT SOUTH-SOUTHEAST OF PP, 55.7 FT EAST OF PP,
 AJ2998'11.0 FT NORTH OF WOOD FENCE, AND 11 FT NORTHWEST OF ORANGE
 AJ2998'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2998'INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  THE ROD WAS DRIVEN
 AJ2998'TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2998'(WB)
 AJ2998' 
 AJ2998' 
 AJ2998' 
 AJ2998' 
 AJ2998' 
 AJ2998' 
 AJ2998' 
 AJ2998' 
 AJ2998' 
 AJ2998' 
 AJ2998' 
 AJ2998'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3009 ***********************************************************************
 AJ3009  DESIGNATION -  IL KANE 25 39 8
 AJ3009  PID         -  AJ3009
 AJ3009  STATE/COUNTY-  IL/KANE
 AJ3009  USGS QUAD   -  AURORA NORTH (1993)
 AJ3009
 AJ3009                         *CURRENT SURVEY CONTROL
 AJ3009  ___________________________________________________________________
 AJ3009* NAD 83(1997)-  41 49 47.84182(N)    088 16 46.31133(W)     ADJUSTED  
 AJ3009* NAVD 88     -       231.3    (meters)     759.     (feet)  GPS OBS   
 AJ3009  ___________________________________________________________________
 AJ3009  X           -     142,903.993 (meters)                     COMP
 AJ3009  Y           -  -4,757,617.996 (meters)                     COMP
 AJ3009  Z           -   4,231,681.461 (meters)                     COMP
 AJ3009  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AJ3009  ELLIP HEIGHT-         198.19  (meters)          (02/03/05) GPS OBS
 AJ3009  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AJ3009
 AJ3009  HORZ ORDER  -  FIRST
 AJ3009  ELLP ORDER  -  FOURTH    CLASS II
 AJ3009
 AJ3009.The horizontal coordinates were established by GPS observations
 AJ3009.and adjusted by the National Geodetic Survey in April 2001..
 AJ3009
 AJ3009.The orthometric height was determined by GPS observations and a
 AJ3009.high-resolution geoid model.
 AJ3009
 AJ3009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3009
 AJ3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3009
 AJ3009.The ellipsoidal height was determined by GPS observations
 AJ3009.and is referenced to NAD 83.
 AJ3009
 AJ3009.The geoid height was determined by GEOID03.
 AJ3009
 AJ3009;                    North         East     Units Scale Factor Converg.
 AJ3009;SPC IL E     -   573,217.423   304,469.307   MT  0.99997525   +0 02 09.2
 AJ3009;SPC IL E     - 1,880,630.83    998,913.05   sFT  0.99997525   +0 02 09.2
 AJ3009;UTM  16      - 4,631,688.023   393,749.648   MT  0.99973892   -0 51 12.3
 AJ3009
 AJ3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3009!SPC IL E     -   0.99996892  x   0.99997525  =   0.99994417
 AJ3009!UTM  16      -   0.99996892  x   0.99973892  =   0.99970784
 AJ3009
 AJ3009                          SUPERSEDED SURVEY CONTROL
 AJ3009
 AJ3009  ELLIP H (04/25/01)  198.20   (m)                       GP(       ) 3 2
 AJ3009
 AJ3009.Superseded values are not recommended for survey control.
 AJ3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3009.See file dsdata.txt to determine how the superseded data were derived.
 AJ3009
 AJ3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9375031688(NAD 83)
 AJ3009_MARKER: I = METAL ROD
 AJ3009_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3009_STAMPING: IL-KANE-25-39-8
 AJ3009_MARK LOGO: KCIDOT
 AJ3009_PROJECTION: FLUSH
 AJ3009_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3009+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2005
 AJ3009_ROD/PIPE-DEPTH:  6.1 meters
 AJ3009_SLEEVE-DEPTH  :  0.9 meters
 AJ3009
 AJ3009  HISTORY     - Date     Condition        Report By
 AJ3009  HISTORY     - 20000714 MONUMENTED       SECI
 AJ3009  HISTORY     - 20050404 GOOD             STAFER
 AJ3009  HISTORY     - 20050408 GOOD             STAFER
 AJ3009
 AJ3009                          STATION DESCRIPTION
 AJ3009
 AJ3009'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3009'STATION IS LOCATED APPROXIMATELY 3.0 MI NORTHEAST OF NORTH
 AJ3009'AURORA, 2.5 MI SOUTHEAST OF BATAVIA IN SECTION 25, T39N, R8E.  TO
 AJ3009'REACH FROM THE JUNCTION OF IL RT 56 AND KIRK RD PROCEED NORTH ON
 AJ3009'KIRK RD 1.0 MILE TO THE STATION LOCATED 330 FT NORTH OF PRAIRE BIKE
 AJ3009'PATH BRIDGE.  STATION IS LOCATED 125 FT NORTH OF SOUTH END OF
 AJ3009'EMERGENCY PULLOFF AREA, 145 FT NORTH OF 36 IN FLARED END SECTION,
 AJ3009'237 FT NORTH OF POWERPOLE (PP), 185 FT NORTHEAST OF PP, 237 FT
 AJ3009'NORTHEAST OF PP, 17 FT SOUTHWEST OF MANHOLE, 8 FT WEST OF
 AJ3009'CENTERLINE OF BIKE PATH, AND 2 FT EAST OF ORANGE FIBERGLASS
 AJ3009'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ3009'CAP.  DATUM POINT IS 0.55 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3009'PHYSICAL TIES. (WB)
 AJ3009' 
 AJ3009' 
 AJ3009' 
 AJ3009' 
 AJ3009' 
 AJ3009'
 AJ3009
 AJ3009                          STATION RECOVERY (2005)
 AJ3009
 AJ3009'RECOVERY NOTE BY STACY FERGUSON LAND SURVEYING INC 2005 (BAW)
 AJ3009'RECOVERED IN GOOD CONDITION.
 AJ3009
 AJ3009                          STATION RECOVERY (2005)
 AJ3009
 AJ3009'RECOVERY NOTE BY STACY FERGUSON LAND SURVEYING INC 2005 (MRF)
 AJ3009'STATION IS LOCATED APPROXIMATELY 3.0 MI NORTHEAST OF NORTH  AURORA,
 AJ3009'2.5 MI SOUTHEAST OF BATAVIA IN SECTION 25, T39N, R8E.  TO  REACH FROM
 AJ3009'THE JUNCTION OF IL RT 56 AND KIRK RD PROCEED NORTH ON  KIRK RD 1.0
 AJ3009'MILE TO THE STATION LOCATED 330 FT NORTH OF PRAIRE BIKE  PATH BRIDGE.
 AJ3009'STATION IS LOCATED 125 FT NORTH OF SOUTH END OF  EMERGENCY PULLOFF
 AJ3009'AREA, 145 FT NORTH OF 36 IN FLARED END SECTION,  237 FT NORTH OF
 AJ3009'POWERPOLE (PP), 185 FT NORTHEAST OF PP, 237 FT  NORTHEAST OF PP, 17 FT
 AJ3009'SOUTHWEST OF MANHOLE, 8 FT WEST OF  CENTERLINE OF BIKE PATH, AND 2 FT
 AJ3009'EAST OF ORANGE FIBERGLASS  WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ3009'THROUGH 6 INCH LOGO  CAP.  DATUM POINT IS 0.55 FT BELOW CAP.  PK NAILS
 AJ3009'WERE SET IN WOOD  PHYSICAL TIES. (WB)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3007 ***********************************************************************
 AJ3007  DESIGNATION -  IL KANE 26 39 7
 AJ3007  PID         -  AJ3007
 AJ3007  STATE/COUNTY-  IL/KANE
 AJ3007  USGS QUAD   -  SUGAR GROVE (1993)
 AJ3007
 AJ3007                         *CURRENT SURVEY CONTROL
 AJ3007  ___________________________________________________________________
 AJ3007* NAD 83(1997)-  41 49 51.29315(N)    088 24 49.08739(W)     ADJUSTED  
 AJ3007* NAVD 88     -       223.9    (meters)     735.     (feet)  GPS OBS   
 AJ3007  ___________________________________________________________________
 AJ3007  X           -     131,765.984 (meters)                     COMP
 AJ3007  Y           -  -4,757,862.996 (meters)                     COMP
 AJ3007  Z           -   4,231,755.924 (meters)                     COMP
 AJ3007  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AJ3007  ELLIP HEIGHT-         190.87  (meters)          (02/03/05) GPS OBS
 AJ3007  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AJ3007
 AJ3007  HORZ ORDER  -  FIRST
 AJ3007  ELLP ORDER  -  FOURTH    CLASS II
 AJ3007
 AJ3007.The horizontal coordinates were established by GPS observations
 AJ3007.and adjusted by the National Geodetic Survey in April 2001..
 AJ3007
 AJ3007.The orthometric height was determined by GPS observations and a
 AJ3007.high-resolution geoid model.
 AJ3007
 AJ3007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3007
 AJ3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3007
 AJ3007.The ellipsoidal height was determined by GPS observations
 AJ3007.and is referenced to NAD 83.
 AJ3007
 AJ3007.The geoid height was determined by GEOID03.
 AJ3007
 AJ3007;                    North         East     Units Scale Factor Converg.
 AJ3007;SPC IL E     -   573,325.621   293,329.497   MT  0.99997555   -0 03 12.8
 AJ3007;SPC IL E     - 1,880,985.81    962,365.19   sFT  0.99997555   -0 03 12.8
 AJ3007;UTM  16      - 4,631,969.049   382,615.322   MT  0.99976956   -0 56 34.5
 AJ3007
 AJ3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3007!SPC IL E     -   0.99997006  x   0.99997555  =   0.99994561
 AJ3007!UTM  16      -   0.99997006  x   0.99976956  =   0.99973963
 AJ3007
 AJ3007                          SUPERSEDED SURVEY CONTROL
 AJ3007
 AJ3007  ELLIP H (04/25/01)  190.89   (m)                       GP(       ) 3 2
 AJ3007
 AJ3007.Superseded values are not recommended for survey control.
 AJ3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3007.See file dsdata.txt to determine how the superseded data were derived.
 AJ3007
 AJ3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8261531969(NAD 83)
 AJ3007_MARKER: I = METAL ROD
 AJ3007_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3007_STAMPING: IL-KANE-26-39-7
 AJ3007_MARK LOGO: KCIDOT
 AJ3007_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3007_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3007+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 AJ3007_ROD/PIPE-DEPTH:  8.5 meters
 AJ3007_SLEEVE-DEPTH  :  0.9 meters
 AJ3007
 AJ3007  HISTORY     - Date     Condition        Report By
 AJ3007  HISTORY     - 20000712 MONUMENTED       SECI
 AJ3007
 AJ3007                          STATION DESCRIPTION
 AJ3007
 AJ3007'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3007'STATION IS LOCATED APPROXIMATELY 3.75 MI SOUTH OF LA FOX, 4.5 MI
 AJ3007'NORTHWEST OF NORTH AURORA IN SECTION 26, T39N, R7E.  TO REACH
 AJ3007'FROM THE JUNCTION OF INTERSTATE 88 AND BLISS RD PROCEED NORTH ON
 AJ3007'BLISS RD APPROXIMATELY 2.0 MILES TO THE STATION LOCATED IN THE
 AJ3007'SOUTHWEST CORNER OF INTERSECTION BLISS RD AND SEAVEY RD.
 AJ3007'STATION IS LOCATED 45 FT SOUTH OF CENTERLINE OF SEAVEY RD
 AJ3007'(AGGREGATE), 34 FT WEST OF CENTERLINE OF BLISS RD, 94.5 FT
 AJ3007'NORTHWEST OF POWERPOLE (PP), 100 FT SOUTHWEST OF PP, 76.5 FT
 AJ3007'SOUTH OF PP, 26.7 FT NORTH OF UTILITY BOX, 17 FT SOUTH OF SIGN POST,
 AJ3007'AND 2 FT EAST OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ3007'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.7 FT BELOW
 AJ3007'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3007' 
 AJ3007' 
 AJ3007' 
 AJ3007' 
 AJ3007' 
 AJ3007' 
 AJ3007' 
 AJ3007'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3019 ***********************************************************************
 AJ3019  DESIGNATION -  IL KANE 26 40 7
 AJ3019  PID         -  AJ3019
 AJ3019  STATE/COUNTY-  IL/KANE
 AJ3019  USGS QUAD   -  ELBURN (1993)
 AJ3019
 AJ3019                         *CURRENT SURVEY CONTROL
 AJ3019  ___________________________________________________________________
 AJ3019* NAD 83(1997)-  41 55 30.60731(N)    088 24 16.65380(W)     ADJUSTED  
 AJ3019* NAVD 88     -       243.3    (meters)     798.     (feet)  GPS OBS   
 AJ3019  ___________________________________________________________________
 AJ3019  X           -     132,319.949 (meters)                     COMP
 AJ3019  Y           -  -4,750,870.607 (meters)                     COMP
 AJ3019  Z           -   4,239,563.833 (meters)                     COMP
 AJ3019  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AJ3019  ELLIP HEIGHT-         210.17  (meters)          (02/03/05) GPS OBS
 AJ3019  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AJ3019
 AJ3019  HORZ ORDER  -  FIRST
 AJ3019  ELLP ORDER  -  FOURTH    CLASS II
 AJ3019
 AJ3019.The horizontal coordinates were established by GPS observations
 AJ3019.and adjusted by the National Geodetic Survey in April 2001..
 AJ3019
 AJ3019.The orthometric height was determined by GPS observations and a
 AJ3019.high-resolution geoid model.
 AJ3019
 AJ3019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3019
 AJ3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3019
 AJ3019.The ellipsoidal height was determined by GPS observations
 AJ3019.and is referenced to NAD 83.
 AJ3019
 AJ3019.The geoid height was determined by GEOID03.
 AJ3019
 AJ3019;                    North         East     Units Scale Factor Converg.
 AJ3019;SPC IL E     -   583,793.571   294,086.576   MT  0.99997543   -0 02 51.5
 AJ3019;SPC IL E     - 1,915,329.41    964,849.04   sFT  0.99997543   -0 02 51.5
 AJ3019;UTM  16      - 4,642,421.806   383,534.747   MT  0.99976691   -0 56 19.0
 AJ3019
 AJ3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3019!SPC IL E     -   0.99996704  x   0.99997543  =   0.99994247
 AJ3019!UTM  16      -   0.99996704  x   0.99976691  =   0.99973396
 AJ3019
 AJ3019                          SUPERSEDED SURVEY CONTROL
 AJ3019
 AJ3019  ELLIP H (04/25/01)  210.20   (m)                       GP(       ) 3 2
 AJ3019
 AJ3019.Superseded values are not recommended for survey control.
 AJ3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3019.See file dsdata.txt to determine how the superseded data were derived.
 AJ3019
 AJ3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8353542422(NAD 83)
 AJ3019_MARKER: I = METAL ROD
 AJ3019_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3019_STAMPING: IL-KANE-26-40-7
 AJ3019_MARK LOGO: KCIDOT
 AJ3019_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3019_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3019+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 AJ3019_ROD/PIPE-DEPTH:  7.3 meters
 AJ3019_SLEEVE-DEPTH  :  0.9 meters
 AJ3019
 AJ3019  HISTORY     - Date     Condition        Report By
 AJ3019  HISTORY     - 20000713 MONUMENTED       SECI
 AJ3019
 AJ3019                          STATION DESCRIPTION
 AJ3019
 AJ3019'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3019'STATION IS LOCATED APPROXIMATELY 1.0 MI SOUTH OF WASCO, 4.0 MI
 AJ3019'NORTHEAST OF ELBURN IN SECTION 26, T40N, R7E.  TO REACH FROM THE
 AJ3019'JUNCTION OF IL RT 38 AND LAFOX RD PROCEED NORTH ON LAFOX RD 1.3 MI
 AJ3019'TO THE STATION LOCATED 25 FT EAST OF CENTERLINE OF LAFOX RD.
 AJ3019'STATION IS LOCATED 0.10 MI SOUTH OF FOX MILL BLVD/BIRDLE CREEK RD, 38
 AJ3019'FT SOUTH OF CENTERLINE OF MILL CREEK WHICH FLOWS UNDER LAFOX RD,
 AJ3019'28 FT SOUTH-SOUTHEAST OF CUT ARROW IN CONCRETE HEADWALL, 129 FT
 AJ3019'NORTHEAST OF POWERPOLE (PP), 95 FT SOUTHEAST OF PP, 4.4 FT
 AJ3019'SOUTHEAST OF PK NAIL IN GUARDRAIL POST, 5.1 FT NORTHEAST OF PK NAIL
 AJ3019'IN GUARDRAIL POST, AND 2 FT WEST OF ORANGE FIBERGLASS WITNESS
 AJ3019'POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ3019'DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3019'PHYSICAL TIES. (WB)
 AJ3019' 
 AJ3019' 
 AJ3019' 
 AJ3019' 
 AJ3019'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3034 ***********************************************************************
 AJ3034  DESIGNATION -  IL KANE 26 41 6
 AJ3034  PID         -  AJ3034
 AJ3034  STATE/COUNTY-  IL/KANE
 AJ3034  USGS QUAD   -  HAMPSHIRE (1978)
 AJ3034
 AJ3034                         *CURRENT SURVEY CONTROL
 AJ3034  ___________________________________________________________________
 AJ3034* NAD 83(1997)-  42 00 40.71582(N)    088 31 06.84458(W)     ADJUSTED  
 AJ3034* NAVD 88     -       273.9    (meters)     899.     (feet)  GPS OBS   
 AJ3034  ___________________________________________________________________
 AJ3034  X           -     122,706.990 (meters)                     COMP
 AJ3034  Y           -  -4,744,750.728 (meters)                     COMP
 AJ3034  Z           -   4,246,698.439 (meters)                     COMP
 AJ3034  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AJ3034  ELLIP HEIGHT-         240.74  (meters)          (02/03/05) GPS OBS
 AJ3034  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AJ3034
 AJ3034  HORZ ORDER  -  FIRST
 AJ3034  ELLP ORDER  -  FOURTH    CLASS II
 AJ3034
 AJ3034.The horizontal coordinates were established by GPS observations
 AJ3034.and adjusted by the National Geodetic Survey in April 2001..
 AJ3034
 AJ3034.The orthometric height was determined by GPS observations and a
 AJ3034.high-resolution geoid model.
 AJ3034
 AJ3034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3034
 AJ3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3034
 AJ3034.The ellipsoidal height was determined by GPS observations
 AJ3034.and is referenced to NAD 83.
 AJ3034
 AJ3034.The geoid height was determined by GEOID03.
 AJ3034
 AJ3034;                    North         East     Units Scale Factor Converg.
 AJ3034;SPC IL E     -   593,375.412   284,656.270   MT  0.99997790   -0 07 26.3
 AJ3034;SPC IL E     - 1,946,765.83    933,909.78   sFT  0.99997790   -0 07 26.3
 AJ3034;UTM  16      - 4,652,147.347   374,256.526   MT  0.99979456   -1 00 59.3
 AJ3034
 AJ3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3034!SPC IL E     -   0.99996224  x   0.99997790  =   0.99994014
 AJ3034!UTM  16      -   0.99996224  x   0.99979456  =   0.99975681
 AJ3034
 AJ3034                          SUPERSEDED SURVEY CONTROL
 AJ3034
 AJ3034  ELLIP H (04/25/01)  240.76   (m)                       GP(       ) 3 2
 AJ3034
 AJ3034.Superseded values are not recommended for survey control.
 AJ3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3034.See file dsdata.txt to determine how the superseded data were derived.
 AJ3034
 AJ3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7425752147(NAD 83)
 AJ3034_MARKER: I = METAL ROD
 AJ3034_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3034_STAMPING: IL-KANE-26-41-6
 AJ3034_MARK LOGO: KCIDOT
 AJ3034_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3034_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3034+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 AJ3034_ROD/PIPE-DEPTH:  4.9 meters
 AJ3034_SLEEVE-DEPTH  :  0.9 meters
 AJ3034
 AJ3034  HISTORY     - Date     Condition        Report By
 AJ3034  HISTORY     - 20000715 MONUMENTED       SECI
 AJ3034
 AJ3034                          STATION DESCRIPTION
 AJ3034
 AJ3034'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3034'STATION IS LOCATED APPROXIMATELY 4.75 MI SOUTHWEST OF PLATO
 AJ3034'CENTER, 3.25 MI SOUTHEAST OF BURLINGTON IN SECTION 26, T41N, R6E.  TO
 AJ3034'REACH FROM THE JUNCTION OF IL RT 64 AND PEPLOW RD PROCEED NORTH
 AJ3034'ON PEPLOW RD 3.5 MI TO ELLITHORPE RD, THEN PROCEED EAST 1.5 MI ON
 AJ3034'ELLITHORPE RD TO THE STATION LOCATED  IN THE SOUTHWEST CORNER OF
 AJ3034'INTERSECTION OF ELLITHORPE RD AND CHAPMAN RD.  STATION IS LOCATED
 AJ3034'41 FT WEST OF CENTERLINE CHAPMAN RD, 30 FT SOUTH OF CENTERLINE OF
 AJ3034'ELLITHORPE RD, 163 FT SOUTHWEST OF R.O.W. MARKER, 117 FT WEST OF
 AJ3034'POWERPOLE (PP), 18 FT NORTHWEST OF PP, 9 FT SOUTHWEST OF
 AJ3034'CHAPMAN/ELLITHORPE RD SIGN, AND 2 FT NORTH OF ORANGE FIBERGLASS
 AJ3034'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ3034'CAP.  DATUM POINT IS 0.30 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3034'PHYSICAL TIES. (WB)
 AJ3034' 
 AJ3034' 
 AJ3034' 
 AJ3034'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3031 ***********************************************************************
 AJ3031  DESIGNATION -  IL KANE 26 41 7
 AJ3031  PID         -  AJ3031
 AJ3031  STATE/COUNTY-  IL/KANE
 AJ3031  USGS QUAD   -  PINGREE GROVE (1992)
 AJ3031
 AJ3031                         *CURRENT SURVEY CONTROL
 AJ3031  ___________________________________________________________________
 AJ3031* NAD 83(1997)-  42 00 03.41910(N)    088 24 01.16766(W)     ADJUSTED  
 AJ3031* NAVD 88     -       270.2    (meters)     886.     (feet)  GPS OBS   
 AJ3031  ___________________________________________________________________
 AJ3031  X           -     132,520.074 (meters)                     COMP
 AJ3031  Y           -  -4,745,254.428 (meters)                     COMP
 AJ3031  Z           -   4,245,840.818 (meters)                     COMP
 AJ3031  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AJ3031  ELLIP HEIGHT-         237.00  (meters)          (02/03/05) GPS OBS
 AJ3031  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AJ3031
 AJ3031  HORZ ORDER  -  FIRST
 AJ3031  ELLP ORDER  -  FOURTH    CLASS II
 AJ3031
 AJ3031.The horizontal coordinates were established by GPS observations
 AJ3031.and adjusted by the National Geodetic Survey in April 2001..
 AJ3031
 AJ3031.The orthometric height was determined by GPS observations and a
 AJ3031.high-resolution geoid model.
 AJ3031
 AJ3031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3031
 AJ3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3031
 AJ3031.The ellipsoidal height was determined by GPS observations
 AJ3031.and is referenced to NAD 83.
 AJ3031
 AJ3031.The geoid height was determined by GEOID03.
 AJ3031
 AJ3031;                    North         East     Units Scale Factor Converg.
 AJ3031;SPC IL E     -   592,210.269   294,449.964   MT  0.99997538   -0 02 41.4
 AJ3031;SPC IL E     - 1,942,943.19    966,041.26   sFT  0.99997538   -0 02 41.4
 AJ3031;UTM  16      - 4,650,830.072   384,028.964   MT  0.99976549   -0 56 13.6
 AJ3031
 AJ3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3031!SPC IL E     -   0.99996283  x   0.99997538  =   0.99993821
 AJ3031!UTM  16      -   0.99996283  x   0.99976549  =   0.99972833
 AJ3031
 AJ3031                          SUPERSEDED SURVEY CONTROL
 AJ3031
 AJ3031  ELLIP H (04/25/01)  237.02   (m)                       GP(       ) 3 2
 AJ3031
 AJ3031.Superseded values are not recommended for survey control.
 AJ3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3031.See file dsdata.txt to determine how the superseded data were derived.
 AJ3031
 AJ3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8402950830(NAD 83)
 AJ3031_MARKER: I = METAL ROD
 AJ3031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3031_STAMPING: IL-KANE-26-41-7
 AJ3031_MARK LOGO: KCIDOT
 AJ3031_PROJECTION: FLUSH
 AJ3031_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3031+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 AJ3031_ROD/PIPE-DEPTH:  6.1 meters
 AJ3031_SLEEVE-DEPTH  :  0.9 meters
 AJ3031
 AJ3031  HISTORY     - Date     Condition        Report By
 AJ3031  HISTORY     - 20000718 MONUMENTED       SECI
 AJ3031
 AJ3031                          STATION DESCRIPTION
 AJ3031
 AJ3031'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3031'STATION IS LOCATED APPROXIMATELY 8.25 MI SOUTHEAST OF BURLINGTON,
 AJ3031'5.5 MI WEST OF SOUTH ELGIN IN SECTION 26, T41N, R7E.  TO REACH FROM
 AJ3031'THE JUNCTION OF IL RT 47 AND MCDONALD RD PROCEED EAST ON
 AJ3031'MCDONALD RD 3.0 MI TO CORRON RD, THEN PROCEED NORTH 1.0 MI TO THE
 AJ3031'STATION LOCATED 18.5 FT WEST OF CENTERLINE OF CORRON RD.  STATION
 AJ3031'IS LOCATED 0.7 MI SOUTH OF BOWES RD, 0.35 MI SOUTH OF OAK TREE LANE,
 AJ3031'200 FT SOUTH OF CENTERLINE OF SUNFLOWER LANE, 40 FT NORTH OF OF
 AJ3031'CENTERLINE OF BITUMINOUS DRIVE (ADDRESS 9N128), 127 FT SOUTH OF
 AJ3031'POWERPOLE (PP), 72 FT NORTH-NORTHEAST OF PP, 48.7 FT WEST OF 16 IN
 AJ3031'DECIDUOUS TREE, 15.4 FT SOUTHEAST OF UTILITY BOX, AND 2 FT EAST OF
 AJ3031'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ3031'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.25 FT BELOW CAP.  PK NAILS
 AJ3031'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3031' 
 AJ3031' 
 AJ3031' 
 AJ3031' 
 AJ3031'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3006 ***********************************************************************
 AJ3006  DESIGNATION -  IL KANE 27 39 6
 AJ3006  PID         -  AJ3006
 AJ3006  STATE/COUNTY-  IL/KANE
 AJ3006  USGS QUAD   -  BIG ROCK (1975)
 AJ3006
 AJ3006                         *CURRENT SURVEY CONTROL
 AJ3006  ___________________________________________________________________
 AJ3006* NAD 83(1997)-  41 49 30.28860(N)    088 31 41.63372(W)     ADJUSTED  
 AJ3006* NAVD 88     -       233.5    (meters)     766.     (feet)  GPS OBS   
 AJ3006  ___________________________________________________________________
 AJ3006  X           -     122,260.898 (meters)                     COMP
 AJ3006  Y           -  -4,758,556.188 (meters)                     COMP
 AJ3006  Z           -   4,231,279.385 (meters)                     COMP
 AJ3006  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AJ3006  ELLIP HEIGHT-         200.42  (meters)          (02/03/05) GPS OBS
 AJ3006  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AJ3006
 AJ3006  HORZ ORDER  -  FIRST
 AJ3006  ELLP ORDER  -  FOURTH    CLASS II
 AJ3006
 AJ3006.The horizontal coordinates were established by GPS observations
 AJ3006.and adjusted by the National Geodetic Survey in April 2001..
 AJ3006
 AJ3006.The orthometric height was determined by GPS observations and a
 AJ3006.high-resolution geoid model.
 AJ3006
 AJ3006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3006
 AJ3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3006
 AJ3006.The ellipsoidal height was determined by GPS observations
 AJ3006.and is referenced to NAD 83.
 AJ3006
 AJ3006.The geoid height was determined by GEOID03.
 AJ3006
 AJ3006;                    North         East     Units Scale Factor Converg.
 AJ3006;SPC IL E     -   572,692.836   283,808.785   MT  0.99997822   -0 07 47.9
 AJ3006;SPC IL E     - 1,878,909.75    931,129.32   sFT  0.99997822   -0 07 47.9
 AJ3006;UTM  16      - 4,631,484.203   373,087.775   MT  0.99979820   -1 01 09.3
 AJ3006
 AJ3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3006!SPC IL E     -   0.99996857  x   0.99997822  =   0.99994679
 AJ3006!UTM  16      -   0.99996857  x   0.99979820  =   0.99976677
 AJ3006
 AJ3006                          SUPERSEDED SURVEY CONTROL
 AJ3006
 AJ3006  ELLIP H (04/25/01)  200.47   (m)                       GP(       ) 3 2
 AJ3006
 AJ3006.Superseded values are not recommended for survey control.
 AJ3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3006.See file dsdata.txt to determine how the superseded data were derived.
 AJ3006
 AJ3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7308831484(NAD 83)
 AJ3006_MARKER: I = METAL ROD
 AJ3006_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3006_STAMPING: IL-KANE-27-39-6
 AJ3006_MARK LOGO: KCIDOT
 AJ3006_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3006_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3006+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 AJ3006_ROD/PIPE-DEPTH:  3.7 meters
 AJ3006_SLEEVE-DEPTH  :  0.9 meters
 AJ3006
 AJ3006  HISTORY     - Date     Condition        Report By
 AJ3006  HISTORY     - 20000713 MONUMENTED       SECI
 AJ3006
 AJ3006                          STATION DESCRIPTION
 AJ3006
 AJ3006'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3006'STATION IS LOCATED APPROXIMATELY 0.75 MI SOUTHWEST OF KANEVILLE,
 AJ3006'3.5 MI SOUTHEAST OF TROXEL IN SECTION 27, T39N, R6E.  TO REACH FROM
 AJ3006'THE JUNCTION OF INTERSTATE 88 AND DAUBERMAN RD, PROCEED SOUTH
 AJ3006'ON DAUBERMAN RD 2.1 MI TO THE STATION LOCATED 28.8 FT WEST OF THE
 AJ3006'DAUBERMAN RD CENTERLINE, 0.52 MI SOUTH OF MAIN ST.  STATION IS 200 FT
 AJ3006'NORTH OF BITUMINOUS DRIVE TO ADDRESS 2S850, 134.6 FT SOUTHWEST
 AJ3006'OF PK NAIL IN POWER POLE (PP), 110.6 FT NORTHWEST OF PK NAIL IN PP,
 AJ3006'44.5
 AJ3006'FT NORTHWEST OF PK NAIL IN DAUBERMAN RD PAVEMENT, 2.1 FT EAST OF
 AJ3006'BARB WIRE FENCE LINE, AND 2.1 FT EAST OF AN ORANGE FIBERGLASS
 AJ3006'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ3006'CAP.  DATUM POINT IS 0.60 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3006'PHYSICAL TIES. (WB)
 AJ3006' 
 AJ3006' 
 AJ3006' 
 AJ3006' 
 AJ3006' 
 AJ3006'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3035 ***********************************************************************
 AJ3035  DESIGNATION -  IL KANE 28 41 8
 AJ3035  PID         -  AJ3035
 AJ3035  STATE/COUNTY-  IL/KANE
 AJ3035  USGS QUAD   -  ELGIN (1992)
 AJ3035
 AJ3035                         *CURRENT SURVEY CONTROL
 AJ3035  ___________________________________________________________________
 AJ3035* NAD 83(1997)-  42 00 25.02642(N)    088 20 11.66817(W)     ADJUSTED  
 AJ3035* NAVD 88     -       244.3    (meters)     802.     (feet)  GPS OBS   
 AJ3035  ___________________________________________________________________
 AJ3035  X           -     137,786.263 (meters)                     COMP
 AJ3035  Y           -  -4,744,638.782 (meters)                     COMP
 AJ3035  Z           -   4,246,318.835 (meters)                     COMP
 AJ3035  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AJ3035  ELLIP HEIGHT-         211.00  (meters)          (02/03/05) GPS OBS
 AJ3035  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AJ3035
 AJ3035  HORZ ORDER  -  FIRST
 AJ3035  ELLP ORDER  -  FOURTH    CLASS II
 AJ3035
 AJ3035.The horizontal coordinates were established by GPS observations
 AJ3035.and adjusted by the National Geodetic Survey in April 2001..
 AJ3035
 AJ3035.The orthometric height was determined by GPS observations and a
 AJ3035.high-resolution geoid model.
 AJ3035
 AJ3035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3035
 AJ3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3035
 AJ3035.The ellipsoidal height was determined by GPS observations
 AJ3035.and is referenced to NAD 83.
 AJ3035
 AJ3035.The geoid height was determined by GEOID03.
 AJ3035
 AJ3035;                    North         East     Units Scale Factor Converg.
 AJ3035;SPC IL E     -   592,874.753   299,731.504   MT  0.99997500   -0 00 07.8
 AJ3035;SPC IL E     - 1,945,123.25    983,369.11   sFT  0.99997500   -0 00 07.8
 AJ3035;UTM  16      - 4,651,412.095   389,319.062   MT  0.99975074   -0 53 40.4
 AJ3035
 AJ3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3035!SPC IL E     -   0.99996691  x   0.99997500  =   0.99994191
 AJ3035!UTM  16      -   0.99996691  x   0.99975074  =   0.99971766
 AJ3035
 AJ3035                          SUPERSEDED SURVEY CONTROL
 AJ3035
 AJ3035  ELLIP H (04/25/01)  211.02   (m)                       GP(       ) 3 2
 AJ3035
 AJ3035.Superseded values are not recommended for survey control.
 AJ3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3035.See file dsdata.txt to determine how the superseded data were derived.
 AJ3035
 AJ3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8931951412(NAD 83)
 AJ3035_MARKER: I = METAL ROD
 AJ3035_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3035_STAMPING: IL-KANE-28-41-8
 AJ3035_MARK LOGO: KCIDOT
 AJ3035_PROJECTION: RECESSED 13 CENTIMETERS
 AJ3035_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3035+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 AJ3035_ROD/PIPE-DEPTH:  3.7 meters
 AJ3035_SLEEVE-DEPTH  :  0.9 meters
 AJ3035
 AJ3035  HISTORY     - Date     Condition        Report By
 AJ3035  HISTORY     - 20000718 MONUMENTED       SECI
 AJ3035  HISTORY     - 20060412 GOOD             INDIV
 AJ3035
 AJ3035                          STATION DESCRIPTION
 AJ3035
 AJ3035'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3035'STATION IS LOCATED APPROXIMATELY 5.0 MI SOUTHEAST OF PLATO CENTER,
 AJ3035'3.5 MI SOUTHWEST OF ELGIN IN SECTION 28, T41N, R8E.
 AJ3035'TO REACH FROM THE JUNCTION OF IL RT 20 AND RANDALL RD PROCEED
 AJ3035'SOUTH ON RANDALL RD 1.8 MI TO STATION LOCATED IN THE SOUTHWEST
 AJ3035'CORNER OF INTERSECTION OF RANDALL RD AND BOWES RD.  STATION IS
 AJ3035'LOCATED 60 FT WEST OF RANDALL RD BACK OF CURB, 31.4 FT SOUTH OF
 AJ3035'BOWES RD CENTERLINE, 11 FT SOUTH OF BACK OF CURB OF BOWES RD,  62
 AJ3035'FT NORTHWEST OF TRAFFIC SIGNAL CONTROL BOX, 28.7 FT WEST OF
 AJ3035'POWERPOLE, 145 FT EAST OF POWERPOLE, 29 FT EAST OF STORM MANHOLE,
 AJ3035'AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS
 AJ3035'TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.32 FT
 AJ3035'BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3035' 
 AJ3035' 
 AJ3035' 
 AJ3035' 
 AJ3035'
 AJ3035
 AJ3035                          STATION RECOVERY (2006)
 AJ3035
 AJ3035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TBW)
 AJ3035'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3017 ***********************************************************************
 AJ3017  DESIGNATION -  IL KANE 29 40 6
 AJ3017  PID         -  AJ3017
 AJ3017  STATE/COUNTY-  IL/KANE
 AJ3017  USGS QUAD   -  MAPLE PARK (1975)
 AJ3017
 AJ3017                         *CURRENT SURVEY CONTROL
 AJ3017  ___________________________________________________________________
 AJ3017* NAD 83(1997)-  41 54 45.02307(N)    088 34 14.80569(W)     ADJUSTED  
 AJ3017* NAVD 88     -       265.9    (meters)     872.     (feet)  GPS OBS   
 AJ3017  ___________________________________________________________________
 AJ3017  X           -     118,566.112 (meters)                     COMP
 AJ3017  Y           -  -4,752,190.498 (meters)                     COMP
 AJ3017  Z           -   4,238,532.388 (meters)                     COMP
 AJ3017  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AJ3017  ELLIP HEIGHT-         232.77  (meters)          (02/03/05) GPS OBS
 AJ3017  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AJ3017
 AJ3017  HORZ ORDER  -  FIRST
 AJ3017  ELLP ORDER  -  FOURTH    CLASS II
 AJ3017
 AJ3017.The horizontal coordinates were established by GPS observations
 AJ3017.and adjusted by the National Geodetic Survey in April 2001..
 AJ3017
 AJ3017.The orthometric height was determined by GPS observations and a
 AJ3017.high-resolution geoid model.
 AJ3017
 AJ3017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3017
 AJ3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3017
 AJ3017.The ellipsoidal height was determined by GPS observations
 AJ3017.and is referenced to NAD 83.
 AJ3017
 AJ3017.The geoid height was determined by GEOID03.
 AJ3017
 AJ3017;                    North         East     Units Scale Factor Converg.
 AJ3017;SPC IL E     -   582,411.993   280,300.977   MT  0.99997977   -0 09 31.0
 AJ3017;SPC IL E     - 1,910,796.68    919,620.79   sFT  0.99997977   -0 09 31.0
 AJ3017;UTM  16      - 4,641,254.961   369,731.952   MT  0.99980882   -1 02 57.9
 AJ3017
 AJ3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3017!SPC IL E     -   0.99996349  x   0.99997977  =   0.99994326
 AJ3017!UTM  16      -   0.99996349  x   0.99980882  =   0.99977232
 AJ3017
 AJ3017                          SUPERSEDED SURVEY CONTROL
 AJ3017
 AJ3017  ELLIP H (04/25/01)  232.80   (m)                       GP(       ) 3 2
 AJ3017
 AJ3017.Superseded values are not recommended for survey control.
 AJ3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3017.See file dsdata.txt to determine how the superseded data were derived.
 AJ3017
 AJ3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6973241255(NAD 83)
 AJ3017_MARKER: I = METAL ROD
 AJ3017_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3017_STAMPING: IL-KANE-29-40-6
 AJ3017_MARK LOGO: KCIDOT
 AJ3017_PROJECTION: RECESSED 8 CENTIMETERS
 AJ3017_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3017+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 AJ3017_ROD/PIPE-DEPTH:  4.9 meters
 AJ3017_SLEEVE-DEPTH  :  0.9 meters
 AJ3017
 AJ3017  HISTORY     - Date     Condition        Report By
 AJ3017  HISTORY     - 20000713 MONUMENTED       SECI
 AJ3017
 AJ3017                          STATION DESCRIPTION
 AJ3017
 AJ3017'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3017'STATION IS LOCATED APPROXIMATELY 1.5 MI NORTHEAST OF MAPLE PARK,
 AJ3017'1.5 MI EAST OF DEKALB COUNTY LINE IN SECTION 29, T40N, R6E.  TO REACH
 AJ3017'FROM THE JUNCTION OF IL RT 38 AND HOWARD RD PROCEED NORTH ON
 AJ3017'HOWARD RD 1.2 MI TO THE STATION LOCATED AT THE SOUTHEAST CORNER
 AJ3017'OF THE JUNCTION OF HOWARD ROAD AND THATCHER ROAD.  STATION IS
 AJ3017'LOCATED 41.7 FEET EAST OF HOWARD ROAD CENTERLINE, 28.1 FT SOUTH OF
 AJ3017'THATCHER ROAD CENTERLINE, 16 FT SOUTHEAST OF 12 INCH STEEL
 AJ3017'CULVERT, 16 FEET EAST NORTHEAST OF RIGHT OF WAY MARKER, 72.7 FT
 AJ3017'NORTHEAST OF PK NAIL IN POWERPOLE(PP), 82.3 FT SOUTHEAST OF PK NAIL
 AJ3017'IN PP, AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE -
 AJ3017'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.35
 AJ3017'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3017' 
 AJ3017' 
 AJ3017' 
 AJ3017'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3033 ***********************************************************************
 AJ3033  DESIGNATION -  IL KANE 29 41 6
 AJ3033  PID         -  AJ3033
 AJ3033  STATE/COUNTY-  IL/KANE
 AJ3033  USGS QUAD   -  HAMPSHIRE (1978)
 AJ3033
 AJ3033                         *CURRENT SURVEY CONTROL
 AJ3033  ___________________________________________________________________
 AJ3033* NAD 83(1997)-  42 00 37.32207(N)    088 34 55.24633(W)     ADJUSTED  
 AJ3033* NAVD 88     -       276.5    (meters)     907.     (feet)  GPS OBS   
 AJ3033  ___________________________________________________________________
 AJ3033  X           -     117,454.727 (meters)                     COMP
 AJ3033  Y           -  -4,744,955.702 (meters)                     COMP
 AJ3033  Z           -   4,246,622.388 (meters)                     COMP
 AJ3033  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AJ3033  ELLIP HEIGHT-         243.36  (meters)          (02/03/05) GPS OBS
 AJ3033  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AJ3033
 AJ3033  HORZ ORDER  -  FIRST
 AJ3033  ELLP ORDER  -  FOURTH    CLASS II
 AJ3033
 AJ3033.The horizontal coordinates were established by GPS observations
 AJ3033.and adjusted by the National Geodetic Survey in April 2001..
 AJ3033
 AJ3033.The orthometric height was determined by GPS observations and a
 AJ3033.high-resolution geoid model.
 AJ3033
 AJ3033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3033
 AJ3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3033
 AJ3033.The ellipsoidal height was determined by GPS observations
 AJ3033.and is referenced to NAD 83.
 AJ3033
 AJ3033.The geoid height was determined by GEOID03.
 AJ3033
 AJ3033;                    North         East     Units Scale Factor Converg.
 AJ3033;SPC IL E     -   593,284.024   279,400.564   MT  0.99998022   -0 09 59.2
 AJ3033;SPC IL E     - 1,946,466.00    916,666.68   sFT  0.99998022   -0 09 59.2
 AJ3033;UTM  16      - 4,652,137.837   369,000.960   MT  0.99981116   -1 03 32.2
 AJ3033
 AJ3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3033!SPC IL E     -   0.99996183  x   0.99998022  =   0.99994205
 AJ3033!UTM  16      -   0.99996183  x   0.99981116  =   0.99977300
 AJ3033
 AJ3033                          SUPERSEDED SURVEY CONTROL
 AJ3033
 AJ3033  ELLIP H (04/25/01)  243.39   (m)                       GP(       ) 3 2
 AJ3033
 AJ3033.Superseded values are not recommended for survey control.
 AJ3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3033.See file dsdata.txt to determine how the superseded data were derived.
 AJ3033
 AJ3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6900152138(NAD 83)
 AJ3033_MARKER: I = METAL ROD
 AJ3033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3033_STAMPING: IL-KANE-29-41-6
 AJ3033_MARK LOGO: KCIDOT
 AJ3033_PROJECTION: FLUSH
 AJ3033_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3033+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 AJ3033_ROD/PIPE-DEPTH:  4.9 meters
 AJ3033_SLEEVE-DEPTH  :  0.9 meters
 AJ3033
 AJ3033  HISTORY     - Date     Condition        Report By
 AJ3033  HISTORY     - 20000715 MONUMENTED       SECI
 AJ3033
 AJ3033                          STATION DESCRIPTION
 AJ3033
 AJ3033'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3033'STATION IS LOCATED APPROXIMATELY 5.5 MI NORTHEAST OF SYCAMORE, 3.5
 AJ3033'MI SOUTHWEST OF BURLINGTON, 1.0 MI EAST OF THE DEKALB COUNTY LINE
 AJ3033'IN SECTION 29, T41N, R6E.  TO REACH FROM THE JUNCTION OF IL RT 64 AND
 AJ3033'MCGOUGH RD PROCEED NORTH ON MCGOUGH RD 2.7 MI TO THE STATION
 AJ3033'LOCATED 29 FT WEST OF CENTERLINE OF MCGOUGH RD.  STATION IS
 AJ3033'LOCATED 104 FT SOUTH OF CENTERLINE OF ELLITHORPE RD, 125 FT SOUTH
 AJ3033'OF CENTERLINE OF AGGREGATE DRIVEWAY, 169 FT SOUTHWEST OF
 AJ3033'POWERPOLE(PP), 91 FT SOUTHWEST OF PP, 64 FT WEST NORTHWEST OF PP,
 AJ3033'17 FT WEST OF EDGE-OF-PAVEMENT OF MCGOUGH RD, AND 2 FT EAST OF
 AJ3033'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ3033'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS
 AJ3033'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3033' 
 AJ3033' 
 AJ3033' 
 AJ3033'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3008 ***********************************************************************
 AJ3008  DESIGNATION -  IL KANE 32 39 8
 AJ3008  PID         -  AJ3008
 AJ3008  STATE/COUNTY-  IL/KANE
 AJ3008  USGS QUAD   -  AURORA NORTH (1993)
 AJ3008
 AJ3008                         *CURRENT SURVEY CONTROL
 AJ3008  ___________________________________________________________________
 AJ3008* NAD 83(1997)-  41 49 08.36264(N)    088 20 39.80232(W)     ADJUSTED  
 AJ3008* NAVD 88     -       222.7    (meters)     731.     (feet)  GPS OBS   
 AJ3008  ___________________________________________________________________
 AJ3008  X           -     137,541.582 (meters)                     COMP
 AJ3008  Y           -  -4,758,582.321 (meters)                     COMP
 AJ3008  Z           -   4,230,768.092 (meters)                     COMP
 AJ3008  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AJ3008  ELLIP HEIGHT-         189.69  (meters)          (02/03/05) GPS OBS
 AJ3008  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AJ3008
 AJ3008  HORZ ORDER  -  FIRST
 AJ3008  ELLP ORDER  -  FOURTH    CLASS II
 AJ3008
 AJ3008.The horizontal coordinates were established by GPS observations
 AJ3008.and adjusted by the National Geodetic Survey in April 2001..
 AJ3008
 AJ3008.The orthometric height was determined by GPS observations and a
 AJ3008.high-resolution geoid model.
 AJ3008
 AJ3008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3008
 AJ3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3008
 AJ3008.The ellipsoidal height was determined by GPS observations
 AJ3008.and is referenced to NAD 83.
 AJ3008
 AJ3008.The geoid height was determined by GEOID03.
 AJ3008
 AJ3008;                    North         East     Units Scale Factor Converg.
 AJ3008;SPC IL E     -   571,998.072   299,081.417   MT  0.99997501   -0 00 26.5
 AJ3008;SPC IL E     - 1,876,630.34    981,236.28   sFT  0.99997501   -0 00 26.5
 AJ3008;UTM  16      - 4,630,552.695   388,344.721   MT  0.99975341   -0 53 47.4
 AJ3008
 AJ3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3008!SPC IL E     -   0.99997025  x   0.99997501  =   0.99994526
 AJ3008!UTM  16      -   0.99997025  x   0.99975341  =   0.99972367
 AJ3008
 AJ3008                          SUPERSEDED SURVEY CONTROL
 AJ3008
 AJ3008  ELLIP H (04/25/01)  189.71   (m)                       GP(       ) 3 2
 AJ3008
 AJ3008.Superseded values are not recommended for survey control.
 AJ3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3008.See file dsdata.txt to determine how the superseded data were derived.
 AJ3008
 AJ3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8834530553(NAD 83)
 AJ3008_MARKER: I = METAL ROD
 AJ3008_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3008_STAMPING: IL-KANE-32-9-8
 AJ3008_MARK LOGO: KCIDOT
 AJ3008_PROJECTION: FLUSH
 AJ3008_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3008+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2000
 AJ3008_ROD/PIPE-DEPTH:  3.7 meters
 AJ3008_SLEEVE-DEPTH  :  0.9 meters
 AJ3008
 AJ3008  HISTORY     - Date     Condition        Report By
 AJ3008  HISTORY     - 20000713 MONUMENTED       SECI
 AJ3008
 AJ3008                          STATION DESCRIPTION
 AJ3008
 AJ3008'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3008'STATION IS LOCATED APPROXIMATELY 1.0 MI NORTHWEST OF NORTH
 AJ3008'AURORA, 2.5 MI SOUTHWEST OF BATAVIA IN SECTION 32, T39N, R8E.  TO
 AJ3008'REACH FROM THE JUNCTION OF IL RT 31 AND MOOSEHEART RD PROCEED
 AJ3008'WEST ON MOOSEHEART RD APPROXIMATELY 0.7 MILES TO THE STATION
 AJ3008'LOCATED 65.4 FT NORTH OF CENTERLINE OF MOOSEHEART RD.  STATION IS
 AJ3008'LOCATED 430 FT EAST OF RANDALL RD, 120 FT EAST OF CENTERLINE OF
 AJ3008'ENTRANCE TO SEVENTH-DAY ADVENTIST CHURCH, 109 FT EAST OF
 AJ3008'CENTERLINE OF FIELD ENTRANCE, 243 FT EAST OF POWERPOLE (PP), 73.5 FT
 AJ3008'EAST OF PP, 96 FT WEST OF PP, 3 FT SOUTH OF FENCE, AND 3 FT
 AJ3008'SOUTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM
 AJ3008'POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK
 AJ3008'NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3008' 
 AJ3008' 
 AJ3008' 
 AJ3008' 
 AJ3008' 
 AJ3008' 
 AJ3008' 
 AJ3008'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3016 ***********************************************************************
 AJ3016  DESIGNATION -  IL KANE 32 40 8
 AJ3016  PID         -  AJ3016
 AJ3016  STATE/COUNTY-  IL/KANE
 AJ3016  USGS QUAD   -  GENEVA (1993)
 AJ3016
 AJ3016                         *CURRENT SURVEY CONTROL
 AJ3016  ___________________________________________________________________
 AJ3016* NAD 83(1997)-  41 53 57.13652(N)    088 21 32.88346(W)     ADJUSTED  
 AJ3016* NAVD 88     -       225.9    (meters)     741.     (feet)  GPS OBS   
 AJ3016  ___________________________________________________________________
 AJ3016  X           -     136,146.801 (meters)                     COMP
 AJ3016  Y           -  -4,752,676.787 (meters)                     COMP
 AJ3016  Z           -   4,237,406.057 (meters)                     COMP
 AJ3016  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ3016  ELLIP HEIGHT-         192.78  (meters)          (02/03/05) GPS OBS
 AJ3016  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AJ3016
 AJ3016  HORZ ORDER  -  FIRST
 AJ3016  ELLP ORDER  -  FOURTH    CLASS II
 AJ3016
 AJ3016.The horizontal coordinates were established by GPS observations
 AJ3016.and adjusted by the National Geodetic Survey in April 2001..
 AJ3016
 AJ3016.The orthometric height was determined by GPS observations and a
 AJ3016.high-resolution geoid model.
 AJ3016
 AJ3016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3016
 AJ3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3016
 AJ3016.The ellipsoidal height was determined by GPS observations
 AJ3016.and is referenced to NAD 83.
 AJ3016
 AJ3016.The geoid height was determined by GEOID03.
 AJ3016
 AJ3016;                    North         East     Units Scale Factor Converg.
 AJ3016;SPC IL E     -   580,907.632   297,859.054   MT  0.99997506   -0 01 02.0
 AJ3016;SPC IL E     - 1,905,861.12    977,225.91   sFT  0.99997506   -0 01 02.0
 AJ3016;UTM  16      - 4,639,478.199   387,261.108   MT  0.99975640   -0 54 27.9
 AJ3016
 AJ3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3016!SPC IL E     -   0.99996976  x   0.99997506  =   0.99994483
 AJ3016!UTM  16      -   0.99996976  x   0.99975640  =   0.99972617
 AJ3016
 AJ3016                          SUPERSEDED SURVEY CONTROL
 AJ3016
 AJ3016  ELLIP H (04/25/01)  192.80   (m)                       GP(       ) 3 2
 AJ3016
 AJ3016.Superseded values are not recommended for survey control.
 AJ3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3016.See file dsdata.txt to determine how the superseded data were derived.
 AJ3016
 AJ3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8726139478(NAD 83)
 AJ3016_MARKER: I = METAL ROD
 AJ3016_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3016_STAMPING: IL-KANE-32-40-8
 AJ3016_MARK LOGO: KCIDOT
 AJ3016_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3016_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3016+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ3016_ROD/PIPE-DEPTH:  3.7 meters
 AJ3016_SLEEVE-DEPTH  :  0.9 meters
 AJ3016
 AJ3016  HISTORY     - Date     Condition        Report By
 AJ3016  HISTORY     - 20000714 MONUMENTED       SECI
 AJ3016
 AJ3016                          STATION DESCRIPTION
 AJ3016
 AJ3016'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3016'STATION IS LOCATED WITHIN THE CITY LIMITS OF GENEVA IN SECTION 32,
 AJ3016'T40N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 38 AND PECK RD
 AJ3016'PROCEED SOUTH ON PECK RD 0.25 MI TO THE STATION LOCATED 66 FT EAST
 AJ3016'OF CENTERLINE OF PECK RD.  STATION IS LOCATED 0.12 MI SOUTH OF
 AJ3016'ENTRANCE TO KANE COUNTY JUDICAL CENTER, 274 FT SOUTH OF
 AJ3016'POWERPOLE (PP), 98 FT SOUTHEAST OF PP, 92 FT NORTHEAST OF PP, 61 FT
 AJ3016'NORTHEAST OF 12 IN STEEL CULVERT, AND 2 FT WEST OF ORANGE
 AJ3016'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ3016'INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ3016'WOOD PHYSICAL TIES. (WB)
 AJ3016' 
 AJ3016' 
 AJ3016' 
 AJ3016' 
 AJ3016' 
 AJ3016'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3049 ***********************************************************************
 AJ3049  DESIGNATION -  IL KANE 33 38 6
 AJ3049  PID         -  AJ3049
 AJ3049  STATE/COUNTY-  IL/KANE
 AJ3049  USGS QUAD   -  PLANO (1994)
 AJ3049
 AJ3049                         *CURRENT SURVEY CONTROL
 AJ3049  ___________________________________________________________________
 AJ3049* NAD 83(1997)-  41 43 38.32605(N)    088 33 48.19805(W)     ADJUSTED  
 AJ3049* NAVD 88     -       213.5    (meters)     700.     (feet)  GPS OBS   
 AJ3049  ___________________________________________________________________
 AJ3049  X           -     119,522.027 (meters)                     COMP
 AJ3049  Y           -  -4,765,847.839 (meters)                     COMP
 AJ3049  Z           -   4,223,167.783 (meters)                     COMP
 AJ3049  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AJ3049  ELLIP HEIGHT-         180.47  (meters)          (02/03/05) GPS OBS
 AJ3049  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AJ3049
 AJ3049  HORZ ORDER  -  FIRST
 AJ3049  ELLP ORDER  -  FOURTH    CLASS II
 AJ3049
 AJ3049.The horizontal coordinates were established by GPS observations
 AJ3049.and adjusted by the National Geodetic Survey in April 2001..
 AJ3049
 AJ3049.The orthometric height was determined by GPS observations and a
 AJ3049.high-resolution geoid model.
 AJ3049
 AJ3049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3049
 AJ3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3049
 AJ3049.The ellipsoidal height was determined by GPS observations
 AJ3049.and is referenced to NAD 83.
 AJ3049
 AJ3049.The geoid height was determined by GEOID03.
 AJ3049
 AJ3049;                    North         East     Units Scale Factor Converg.
 AJ3049;SPC IL E     -   561,841.401   280,859.081   MT  0.99997951   -0 09 11.2
 AJ3049;SPC IL E     - 1,843,308.00    921,451.83   sFT  0.99997951   -0 09 11.2
 AJ3049;UTM  16      - 4,620,681.709   369,970.716   MT  0.99980806   -1 02 26.6
 AJ3049
 AJ3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3049!SPC IL E     -   0.99997169  x   0.99997951  =   0.99995121
 AJ3049!UTM  16      -   0.99997169  x   0.99980806  =   0.99977976
 AJ3049
 AJ3049                          SUPERSEDED SURVEY CONTROL
 AJ3049
 AJ3049  ELLIP H (04/25/01)  180.50   (m)                       GP(       ) 3 2
 AJ3049
 AJ3049.Superseded values are not recommended for survey control.
 AJ3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3049.See file dsdata.txt to determine how the superseded data were derived.
 AJ3049
 AJ3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6997120682(NAD 83)
 AJ3049_MARKER: I = METAL ROD
 AJ3049_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3049_STAMPING: IL-KANE-33-38-6
 AJ3049_MARK LOGO: KCIDOT
 AJ3049_PROJECTION: FLUSH
 AJ3049_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3049+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 AJ3049_ROD/PIPE-DEPTH:  3.7 meters
 AJ3049_SLEEVE-DEPTH  :  0.9 meters
 AJ3049
 AJ3049  HISTORY     - Date     Condition        Report By
 AJ3049  HISTORY     - 20000712 MONUMENTED       SECI
 AJ3049
 AJ3049                          STATION DESCRIPTION
 AJ3049
 AJ3049'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3049'STATION IS LOCATED APPROXIMATELY 1.0 MI NORTHEAST OF LITTLE ROCK,
 AJ3049'2.25 MI SOUTHWEST OF BIG ROCK IN SECTION 33, T38N, R6E.  TO REACH
 AJ3049'FROM THE JUNCTION OF US RT 30 AND GRANART RD PROCEED SOUTHWEST
 AJ3049'ON GRANART RD APPROXIMATELY 4.3 MILES TO THE STATION LOCATED 27.8
 AJ3049'FT EAST OF CENTERLINE OF GRANART RD.  STATION IS LOCATED 0.7 MI
 AJ3049'NORTHEAST OF GALENA RD, 0.6 MI NORTH OF KANE/KENDAL COUNTY LINE,
 AJ3049'81.7 FT SOUTH OF PK NAIL SET IN EDGE-OF-PAVEMENT, 51.5 FT SOUTHEAST
 AJ3049'OF PK NAIL SET IN EDGE-OF-PAVEMENT, 52.1 FT NORTHEAST OF PK NAIL SET
 AJ3049'IN EDGE-OF-PAVEMENT, 2 FT WEST OF WIRE FENCE, AND 2 FT WEST OF
 AJ3049'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ3049'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.3 FT BELOW CAP.  PK NAILS
 AJ3049'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3049' 
 AJ3049' 
 AJ3049' 
 AJ3049' 
 AJ3049' 
 AJ3049'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2996 ***********************************************************************
 AJ2996  DESIGNATION -  IL KANE 34 38 8
 AJ2996  PID         -  AJ2996
 AJ2996  STATE/COUNTY-  IL/KANE
 AJ2996  USGS QUAD   -  AURORA SOUTH (1993)
 AJ2996
 AJ2996                         *CURRENT SURVEY CONTROL
 AJ2996  ___________________________________________________________________
 AJ2996* NAD 83(1997)-  41 43 42.60768(N)    088 19 00.10870(W)     ADJUSTED  
 AJ2996* NAVD 88     -       203.7    (meters)     668.     (feet)  GPS OBS   
 AJ2996  ___________________________________________________________________
 AJ2996  X           -     140,037.792 (meters)                     COMP
 AJ2996  Y           -  -4,765,193.885 (meters)                     COMP
 AJ2996  Z           -   4,223,259.876 (meters)                     COMP
 AJ2996  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AJ2996  ELLIP HEIGHT-         170.71  (meters)          (02/03/05) GPS OBS
 AJ2996  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AJ2996
 AJ2996  HORZ ORDER  -  FIRST
 AJ2996  ELLP ORDER  -  FOURTH    CLASS II
 AJ2996
 AJ2996.The horizontal coordinates were established by GPS observations
 AJ2996.and adjusted by the National Geodetic Survey in April 2001..
 AJ2996
 AJ2996.The orthometric height was determined by GPS observations and a
 AJ2996.high-resolution geoid model.
 AJ2996
 AJ2996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2996
 AJ2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2996
 AJ2996.The ellipsoidal height was determined by GPS observations
 AJ2996.and is referenced to NAD 83.
 AJ2996
 AJ2996.The geoid height was determined by GEOID03.
 AJ2996
 AJ2996;                    North         East     Units Scale Factor Converg.
 AJ2996;SPC IL E     -   561,948.053   301,384.153   MT  0.99997502   +0 00 39.9
 AJ2996;SPC IL E     - 1,843,657.90    988,791.18   sFT  0.99997502   +0 00 39.9
 AJ2996;UTM  16      - 4,620,470.446   390,490.884   MT  0.99974757   -0 52 35.3
 AJ2996
 AJ2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2996!SPC IL E     -   0.99997323  x   0.99997502  =   0.99994825
 AJ2996!UTM  16      -   0.99997323  x   0.99974757  =   0.99972080
 AJ2996
 AJ2996                          SUPERSEDED SURVEY CONTROL
 AJ2996
 AJ2996  ELLIP H (04/25/01)  170.74   (m)                       GP(       ) 3 2
 AJ2996
 AJ2996.Superseded values are not recommended for survey control.
 AJ2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2996.See file dsdata.txt to determine how the superseded data were derived.
 AJ2996
 AJ2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9049120470(NAD 83)
 AJ2996_MARKER: I = METAL ROD
 AJ2996_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2996_STAMPING: IL-KANE-34-38-8
 AJ2996_MARK LOGO: KCIDOT
 AJ2996_PROJECTION: FLUSH
 AJ2996_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2996+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2000
 AJ2996_ROD/PIPE-DEPTH:  6.1 meters
 AJ2996_SLEEVE-DEPTH  :  0.9 meters
 AJ2996
 AJ2996  HISTORY     - Date     Condition        Report By
 AJ2996  HISTORY     - 20000714 MONUMENTED       SECI
 AJ2996
 AJ2996                          STATION DESCRIPTION
 AJ2996
 AJ2996'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2996'STATION IS LOCATED WITHIN THE CITY LIMITS OF MONTGOMERY IN SECTION
 AJ2996'34, T38N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 25 AND
 AJ2996'MONTGOMERY RD PROCEED EAST ON MONTGOMERY RD 1.25 MILE TO THE
 AJ2996'STATION LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 AJ2996'MONTGOMERY RD AND FOURTH ST ON THE LOT OF THE AURORA CEMETERY.
 AJ2996'STATION IS LOCATED 82 FT WEST OF CENTERLINE OF FOURTH ST, 33 FT
 AJ2996'SOUTH OF CENTERLINE OF MONTGOMERY RD, 90 FT EAST OF AGGREGATE
 AJ2996'DRIVEWAY ADDRESS 386, 173 FT SOUTHWEST OF POWERPOLE (PP), 37.8 FT
 AJ2996'WEST OF PP, 89.5 FT EAST OF PP, 16 FT WEST OF STEEL FENCE CORNER, 2 FT
 AJ2996'NORTH OF STEEL FENCE, AND 2 FT NORTH OF ORANGE FIBERGLASS
 AJ2996'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2996'CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2996'PHYSICAL TIES. (WB)
 AJ2996' 
 AJ2996' 
 AJ2996' 
 AJ2996' 
 AJ2996'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3041 ***********************************************************************
 AJ3041  DESIGNATION -  IL KANE 35 42 7
 AJ3041  PID         -  AJ3041
 AJ3041  STATE/COUNTY-  IL/KANE
 AJ3041  USGS QUAD   -  PINGREE GROVE (1992)
 AJ3041
 AJ3041                         *CURRENT SURVEY CONTROL
 AJ3041  ___________________________________________________________________
 AJ3041* NAD 83(1997)-  42 04 45.32744(N)    088 22 48.15242(W)     ADJUSTED  
 AJ3041* NAVD 88     -       280.6    (meters)     921.     (feet)  GPS OBS   
 AJ3041  ___________________________________________________________________
 AJ3041  X           -     134,035.374 (meters)                     COMP
 AJ3041  Y           -  -4,739,392.244 (meters)                     COMP
 AJ3041  Z           -   4,252,307.625 (meters)                     COMP
 AJ3041  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AJ3041  ELLIP HEIGHT-         247.13  (meters)          (02/03/05) GPS OBS
 AJ3041  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AJ3041
 AJ3041  HORZ ORDER  -  FIRST
 AJ3041  ELLP ORDER  -  FOURTH    CLASS II
 AJ3041
 AJ3041.The horizontal coordinates were established by GPS observations
 AJ3041.and adjusted by the National Geodetic Survey in April 2001..
 AJ3041
 AJ3041.The orthometric height was determined by GPS observations and a
 AJ3041.high-resolution geoid model.
 AJ3041
 AJ3041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3041
 AJ3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3041
 AJ3041.The ellipsoidal height was determined by GPS observations
 AJ3041.and is referenced to NAD 83.
 AJ3041
 AJ3041.The geoid height was determined by GEOID03.
 AJ3041
 AJ3041;                    North         East     Units Scale Factor Converg.
 AJ3041;SPC IL E     -   600,906.910   296,135.026   MT  0.99997518   -0 01 52.7
 AJ3041;SPC IL E     - 1,971,475.42    971,569.66   sFT  0.99997518   -0 01 52.7
 AJ3041;UTM  16      - 4,659,497.554   385,848.968   MT  0.99976034   -0 55 29.8
 AJ3041
 AJ3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3041!SPC IL E     -   0.99996124  x   0.99997518  =   0.99993642
 AJ3041!UTM  16      -   0.99996124  x   0.99976034  =   0.99972159
 AJ3041
 AJ3041                          SUPERSEDED SURVEY CONTROL
 AJ3041
 AJ3041  ELLIP H (04/25/01)  247.14   (m)                       GP(       ) 3 2
 AJ3041
 AJ3041.Superseded values are not recommended for survey control.
 AJ3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3041.See file dsdata.txt to determine how the superseded data were derived.
 AJ3041
 AJ3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8584959498(NAD 83)
 AJ3041_MARKER: I = METAL ROD
 AJ3041_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3041_STAMPING: IL-KANE-35-42-7
 AJ3041_MARK LOGO: KCIDOT
 AJ3041_PROJECTION: RECESSED 5 CENTIMETERS
 AJ3041_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3041+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2004
 AJ3041_ROD/PIPE-DEPTH:  7.3 meters
 AJ3041_SLEEVE-DEPTH  :  0.9 meters
 AJ3041
 AJ3041  HISTORY     - Date     Condition        Report By
 AJ3041  HISTORY     - 20000717 MONUMENTED       SECI
 AJ3041  HISTORY     - 20040409 GOOD             INDIV
 AJ3041
 AJ3041                          STATION DESCRIPTION
 AJ3041
 AJ3041'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3041'STATION IS LOCATED APPROXIMATELY 1.75 MI SOUTH OF GILBERTS, 2.0 MI
 AJ3041'NORTHEAST OF PINGREE GROVE IN SECTION 35, T42N, R7E.  TO REACH FROM
 AJ3041'THE JUNCTION OF IL RT 72 AND BIG TIMBER RD PROCEED EAST ON BIG
 AJ3041'TIMBER RD 1.7 MILE TO THE STATION LOCATED 37.2 FT SOUTH OF
 AJ3041'CENTERLINE OF BIG TIMBER RD.  STATION IS LOCATED 415 FT EAST OF
 AJ3041'TIMBER RIDGE DR, 24 FT EAST OF CENTERLINE OF AGGREGATE DRIVEWAY
 AJ3041'ADDRESS 39W276 ON THE NORTHSIDE OF TIMBER RIDGE DR, 202 FT
 AJ3041'SOUTHWEST OF POWERPOLE (PP), 65.8 FT SOUTH OF PP, 148 FT SOUTHEAST
 AJ3041'OF PP, 20.1 FT WEST OF UTILITY BOX, AND 2 FT NORTH OF ORANGE
 AJ3041'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ3041'INCH LOGO CAP.  DATUM POINT IS 0.2 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ3041'WOOD PHYSICAL TIES. (WB)
 AJ3041' 
 AJ3041' 
 AJ3041' 
 AJ3041' 
 AJ3041'
 AJ3041
 AJ3041                          STATION RECOVERY (2004)
 AJ3041
 AJ3041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ3041'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2997 ***********************************************************************
 AJ2997  DESIGNATION -  IL KANE 36 38 6
 AJ2997  PID         -  AJ2997
 AJ2997  STATE/COUNTY-  IL/KANE
 AJ2997  USGS QUAD   -  PLANO (1994)
 AJ2997
 AJ2997                         *CURRENT SURVEY CONTROL
 AJ2997  ___________________________________________________________________
 AJ2997* NAD 83(1997)-  41 44 00.85090(N)    088 30 22.69558(W)     ADJUSTED  
 AJ2997* NAVD 88     -       202.3    (meters)     664.     (feet)  GPS OBS   
 AJ2997  ___________________________________________________________________
 AJ2997  X           -     124,257.924 (meters)                     COMP
 AJ2997  Y           -  -4,765,255.595 (meters)                     COMP
 AJ2997  Z           -   4,223,678.954 (meters)                     COMP
 AJ2997  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AJ2997  ELLIP HEIGHT-         169.25  (meters)          (02/03/05) GPS OBS
 AJ2997  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AJ2997
 AJ2997  HORZ ORDER  -  FIRST
 AJ2997  ELLP ORDER  -  FOURTH    CLASS II
 AJ2997
 AJ2997.The horizontal coordinates were established by GPS observations
 AJ2997.and adjusted by the National Geodetic Survey in April 2001..
 AJ2997
 AJ2997.The orthometric height was determined by GPS observations and a
 AJ2997.high-resolution geoid model.
 AJ2997
 AJ2997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2997
 AJ2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2997
 AJ2997.The ellipsoidal height was determined by GPS observations
 AJ2997.and is referenced to NAD 83.
 AJ2997
 AJ2997.The geoid height was determined by GEOID03.
 AJ2997
 AJ2997;                    North         East     Units Scale Factor Converg.
 AJ2997;SPC IL E     -   562,525.208   285,609.955   MT  0.99997755   -0 06 54.5
 AJ2997;SPC IL E     - 1,845,551.45    937,038.66   sFT  0.99997755   -0 06 54.5
 AJ2997;UTM  16      - 4,621,291.726   374,730.766   MT  0.99979311   -1 00 10.2
 AJ2997
 AJ2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2997!SPC IL E     -   0.99997345  x   0.99997755  =   0.99995101
 AJ2997!UTM  16      -   0.99997345  x   0.99979311  =   0.99976657
 AJ2997
 AJ2997                          SUPERSEDED SURVEY CONTROL
 AJ2997
 AJ2997  ELLIP H (04/25/01)  169.29   (m)                       GP(       ) 3 2
 AJ2997
 AJ2997.Superseded values are not recommended for survey control.
 AJ2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2997.See file dsdata.txt to determine how the superseded data were derived.
 AJ2997
 AJ2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7473121292(NAD 83)
 AJ2997_MARKER: I = METAL ROD
 AJ2997_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2997_STAMPING: IL-KANE-36-38-6
 AJ2997_MARK LOGO: KCIDOT
 AJ2997_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2997_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2997+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 AJ2997_ROD/PIPE-DEPTH:  6.1 meters
 AJ2997_SLEEVE-DEPTH  :  0.9 meters
 AJ2997
 AJ2997  HISTORY     - Date     Condition        Report By
 AJ2997  HISTORY     - 20000712 MONUMENTED       SECI
 AJ2997
 AJ2997                          STATION DESCRIPTION
 AJ2997
 AJ2997'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2997'STATION IS LOCATED APPROXIMATELY 3.0 MI SOUTHEAST OF BIG ROCK, 3.75
 AJ2997'MI SOUTHWEST OF SUGAR GROVE IN SECTION 36, T38N, R6E.  TO REACH
 AJ2997'FROM THE JUNCTION OF US RT 30/47 AND JERICHO RD PROCEED WEST ON
 AJ2997'JERICHO RD FOR 3.1 MI TO THE STATION LOCATED 28.3 FT SOUTH OF
 AJ2997'CENTERLINE OF JERICHO RD.  STATION IS LOCATED 0.17 MI WEST OF
 AJ2997'RAYMOND RD, 450 FT EAST OF JETER RD, 350 FT EAST OF CENTERLINE OF
 AJ2997'BIG ROCK CREEK, 115 FT EAST OF CENTERLINE OF AGGREGATE FIELD
 AJ2997'ENTRANCE, 156 FT SOUTHWEST OF 30 IN MAPLE TREE, 108 FT WEST OF
 AJ2997'POWERPOLE, 44.8 FT EAST OF POWERPOLE, AND 2 FT NORTH OF ORANGE
 AJ2997'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2997'INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  PK NAILS WERE SET
 AJ2997'IN WOOD PHYSICAL TIES. (WB)
 AJ2997' 
 AJ2997' 
 AJ2997' 
 AJ2997' 
 AJ2997' 
 AJ2997' 
 AJ2997' 
 AJ2997'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3021 ***********************************************************************
 AJ3021  DESIGNATION -  IL KANE 36 40 8
 AJ3021  PID         -  AJ3021
 AJ3021  STATE/COUNTY-  IL/KANE
 AJ3021  USGS QUAD   -  GENEVA (1993)
 AJ3021
 AJ3021                         *CURRENT SURVEY CONTROL
 AJ3021  ___________________________________________________________________
 AJ3021* NAD 83(1997)-  41 54 30.76675(N)    088 16 37.61917(W)     ADJUSTED  
 AJ3021* NAVD 88     -       237.5    (meters)     779.     (feet)  GPS OBS   
 AJ3021  ___________________________________________________________________
 AJ3021  X           -     142,929.450 (meters)                     COMP
 AJ3021  Y           -  -4,751,792.893 (meters)                     COMP
 AJ3021  Z           -   4,238,186.026 (meters)                     COMP
 AJ3021  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AJ3021  ELLIP HEIGHT-         204.30  (meters)          (02/03/05) GPS OBS
 AJ3021  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AJ3021
 AJ3021  HORZ ORDER  -  FIRST
 AJ3021  ELLP ORDER  -  FOURTH    CLASS II
 AJ3021
 AJ3021.The horizontal coordinates were established by GPS observations
 AJ3021.and adjusted by the National Geodetic Survey in April 2001..
 AJ3021
 AJ3021.The orthometric height was determined by GPS observations and a
 AJ3021.high-resolution geoid model.
 AJ3021
 AJ3021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3021
 AJ3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3021
 AJ3021.The ellipsoidal height was determined by GPS observations
 AJ3021.and is referenced to NAD 83.
 AJ3021
 AJ3021.The geoid height was determined by GEOID03.
 AJ3021
 AJ3021;                    North         East     Units Scale Factor Converg.
 AJ3021;SPC IL E     -   581,946.412   304,664.159   MT  0.99997527   +0 02 15.2
 AJ3021;SPC IL E     - 1,909,269.19    999,552.33   sFT  0.99997527   +0 02 15.2
 AJ3021;UTM  16      - 4,640,410.867   394,079.983   MT  0.99973805   -0 51 11.2
 AJ3021
 AJ3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3021!SPC IL E     -   0.99996796  x   0.99997527  =   0.99994323
 AJ3021!UTM  16      -   0.99996796  x   0.99973805  =   0.99970602
 AJ3021
 AJ3021                          SUPERSEDED SURVEY CONTROL
 AJ3021
 AJ3021  ELLIP H (04/25/01)  204.33   (m)                       GP(       ) 3 2
 AJ3021
 AJ3021.Superseded values are not recommended for survey control.
 AJ3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3021.See file dsdata.txt to determine how the superseded data were derived.
 AJ3021
 AJ3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9408040411(NAD 83)
 AJ3021_MARKER: I = METAL ROD
 AJ3021_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3021+WITH SETTING: INFORMATION.
 AJ3021_STAMPING: IL-KANE-36-40-8
 AJ3021_MARK LOGO: KCIDOT
 AJ3021_PROJECTION: FLUSH
 AJ3021_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3021+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 AJ3021_ROD/PIPE-DEPTH:  2.4 meters
 AJ3021_SLEEVE-DEPTH  :  0.9 meters
 AJ3021
 AJ3021  HISTORY     - Date     Condition        Report By
 AJ3021  HISTORY     - 20000724 MONUMENTED       SECI
 AJ3021  HISTORY     - 20060412 GOOD             INDIV
 AJ3021
 AJ3021                          STATION DESCRIPTION
 AJ3021
 AJ3021'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3021'STATION IS LOCATED WITHIN THE CITY LIMITS OF ST. CHARLES IN SECTION
 AJ3021'36, T40N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 64 AND KIRK RD,
 AJ3021'PROCEED SOUTH ON KIRK RD 0.80 MI TO STATION LOCATED IN THE
 AJ3021'SOUTHEAST CORNER OF THE INTERSECTION OF KIRK RD AND SWENSON RD
 AJ3021'IN FRONT OF ADDRESS 3451.THE STATION IS LOCATED 54.5 FT EAST OF THE
 AJ3021'NORTHBOUND KIRK RD CENTERLINE.  STATION IS 121.5 FT SOUTH OF THE
 AJ3021'SWENSON AVE CENTERLINE, 75 FT SOUTH SOUTHWEST OF THE SKY JACK
 AJ3021'SIGN, 57.7 FT SOUTHEAST OF A LIGHT POLE, 2.2 FT EAST OF A CONCRETE
 AJ3021'SIDEWALK, AND 34 FT NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AJ3021'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3021'POINT IS 0.57 FT BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL AND
 AJ3021'ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3021' 
 AJ3021' 
 AJ3021' 
 AJ3021'
 AJ3021
 AJ3021                          STATION RECOVERY (2006)
 AJ3021
 AJ3021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TBW)
 AJ3021'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3032 ***********************************************************************
 AJ3032  DESIGNATION -  IL KANE 36 41 8
 AJ3032  PID         -  AJ3032
 AJ3032  STATE/COUNTY-  IL/KANE
 AJ3032  USGS QUAD   -  GENEVA (1993)
 AJ3032
 AJ3032                         *CURRENT SURVEY CONTROL
 AJ3032  ___________________________________________________________________
 AJ3032* NAD 83(1997)-  41 59 36.20186(N)    088 16 02.69929(W)     ADJUSTED  
 AJ3032* NAVD 88     -       231.8    (meters)     760.     (feet)  GPS OBS   
 AJ3032  ___________________________________________________________________
 AJ3032  X           -     143,543.302 (meters)                     COMP
 AJ3032  Y           -  -4,745,467.241 (meters)                     COMP
 AJ3032  Z           -   4,245,190.905 (meters)                     COMP
 AJ3032  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AJ3032  ELLIP HEIGHT-         198.43  (meters)          (02/03/05) GPS OBS
 AJ3032  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AJ3032
 AJ3032  HORZ ORDER  -  FIRST
 AJ3032  ELLP ORDER  -  FOURTH    CLASS II
 AJ3032
 AJ3032.The horizontal coordinates were established by GPS observations
 AJ3032.and adjusted by the National Geodetic Survey in April 2001..
 AJ3032
 AJ3032.The orthometric height was determined by GPS observations and a
 AJ3032.high-resolution geoid model.
 AJ3032
 AJ3032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3032
 AJ3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3032
 AJ3032.The ellipsoidal height was determined by GPS observations
 AJ3032.and is referenced to NAD 83.
 AJ3032
 AJ3032.The geoid height was determined by GEOID03.
 AJ3032
 AJ3032;                    North         East     Units Scale Factor Converg.
 AJ3032;SPC IL E     -   591,370.469   305,461.691   MT  0.99997537   +0 02 38.8
 AJ3032;SPC IL E     - 1,940,187.95  1,002,168.90   sFT  0.99997537   +0 02 38.8
 AJ3032;UTM  16      - 4,649,819.132   395,023.806   MT  0.99973560   -0 50 52.9
 AJ3032
 AJ3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3032!SPC IL E     -   0.99996888  x   0.99997537  =   0.99994425
 AJ3032!UTM  16      -   0.99996888  x   0.99973560  =   0.99970449
 AJ3032
 AJ3032                          SUPERSEDED SURVEY CONTROL
 AJ3032
 AJ3032  ELLIP H (04/25/01)  198.45   (m)                       GP(       ) 3 2
 AJ3032
 AJ3032.Superseded values are not recommended for survey control.
 AJ3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3032.See file dsdata.txt to determine how the superseded data were derived.
 AJ3032
 AJ3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9502449819(NAD 83)
 AJ3032_MARKER: I = METAL ROD
 AJ3032_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3032_STAMPING: IL-KANE-36-41-8
 AJ3032_MARK LOGO: KCIDOT
 AJ3032_PROJECTION: FLUSH
 AJ3032_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3032+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 AJ3032_ROD/PIPE-DEPTH:  6.1 meters
 AJ3032_SLEEVE-DEPTH  :  0.9 meters
 AJ3032
 AJ3032  HISTORY     - Date     Condition        Report By
 AJ3032  HISTORY     - 20000718 MONUMENTED       SECI
 AJ3032  HISTORY     - 20060412 GOOD             INDIV
 AJ3032
 AJ3032                          STATION DESCRIPTION
 AJ3032
 AJ3032'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3032'STATION IS LOCATED APPROXIMATELY 4.0 MI SOUTH OF ELGIN, 0.5 MI WEST
 AJ3032'OF BARTLETT IN SECTION 36, T41N, R8E.  STATION IS LOCATED IN THE
 AJ3032'SOUTHEAST CORNER OF INTERSECTION OF IL RT 25 AND WEST BARTLETT
 AJ3032'RD. STATION IS 160 FT EAST OF CENTERLINE OF IL RT 25, 47 FT SOUTH OF
 AJ3032'CENTERLINE OF WEST BARTLETT RD, 24.5 FT SOUTH OF BACK OF CURB, 10
 AJ3032'FT NORTHWEST OF FIRE HYDRANT.  STATION IS LOCATED 105
 AJ3032'FT EAST OF R.O.W. MARKER, 78.9 FT EAST OF POWERPOLE (PP), 49.5 FT WEST
 AJ3032'OF PP, 7.4 FT NORTH OF WOOD FENCE, AND 2 FT NORTH OF ORANGE
 AJ3032'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ3032'INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ3032'WOOD PHYSICAL TIES. (WB)
 AJ3032' 
 AJ3032' 
 AJ3032' 
 AJ3032' 
 AJ3032'
 AJ3032
 AJ3032                          STATION RECOVERY (2006)
 AJ3032
 AJ3032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TBW)
 AJ3032'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3046 ***********************************************************************
 AJ3046  DESIGNATION -  IL KANE 4 41 8
 AJ3046  PID         -  AJ3046
 AJ3046  STATE/COUNTY-  IL/KANE
 AJ3046  USGS QUAD   -  ELGIN (1992)
 AJ3046
 AJ3046                         *CURRENT SURVEY CONTROL
 AJ3046  ___________________________________________________________________
 AJ3046* NAD 83(1997)-  42 03 55.26818(N)    088 20 09.48107(W)     ADJUSTED  
 AJ3046* NAVD 88     -       262.1    (meters)     860.     (feet)  GPS OBS   
 AJ3046  ___________________________________________________________________
 AJ3046  X           -     137,710.818 (meters)                     COMP
 AJ3046  Y           -  -4,740,308.581 (meters)                     COMP
 AJ3046  Z           -   4,251,148.707 (meters)                     COMP
 AJ3046  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AJ3046  ELLIP HEIGHT-         228.67  (meters)          (02/03/05) GPS OBS
 AJ3046  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AJ3046
 AJ3046  HORZ ORDER  -  FIRST
 AJ3046  ELLP ORDER  -  FOURTH    CLASS II
 AJ3046
 AJ3046.The horizontal coordinates were established by GPS observations
 AJ3046.and adjusted by the National Geodetic Survey in April 2001..
 AJ3046
 AJ3046.The orthometric height was determined by GPS observations and a
 AJ3046.high-resolution geoid model.
 AJ3046
 AJ3046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3046
 AJ3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3046
 AJ3046.The ellipsoidal height was determined by GPS observations
 AJ3046.and is referenced to NAD 83.
 AJ3046
 AJ3046.The geoid height was determined by GEOID03.
 AJ3046
 AJ3046;                    North         East     Units Scale Factor Converg.
 AJ3046;SPC IL E     -   599,361.364   299,782.031   MT  0.99997500   -0 00 06.4
 AJ3046;SPC IL E     - 1,966,404.74    983,534.88   sFT  0.99997500   -0 00 06.4
 AJ3046;UTM  16      - 4,657,895.676   389,470.631   MT  0.99975032   -0 53 42.6
 AJ3046
 AJ3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3046!SPC IL E     -   0.99996414  x   0.99997500  =   0.99993914
 AJ3046!UTM  16      -   0.99996414  x   0.99975032  =   0.99971447
 AJ3046
 AJ3046                          SUPERSEDED SURVEY CONTROL
 AJ3046
 AJ3046  ELLIP H (04/25/01)  228.69   (m)                       GP(       ) 3 2
 AJ3046
 AJ3046.Superseded values are not recommended for survey control.
 AJ3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3046.See file dsdata.txt to determine how the superseded data were derived.
 AJ3046
 AJ3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8947157896(NAD 83)
 AJ3046_MARKER: I = METAL ROD
 AJ3046_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3046_STAMPING: IL-KANE-4-41-8
 AJ3046_MARK LOGO: KCIDOT
 AJ3046_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3046_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3046+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2005
 AJ3046_ROD/PIPE-DEPTH:  3.7 meters
 AJ3046_SLEEVE-DEPTH  :  0.9 meters
 AJ3046
 AJ3046  HISTORY     - Date     Condition        Report By
 AJ3046  HISTORY     - 20000719 MONUMENTED       SECI
 AJ3046  HISTORY     - 20050520 GOOD             GEWALT
 AJ3046
 AJ3046                          STATION DESCRIPTION
 AJ3046
 AJ3046'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3046'STATION IS LOCATED APPROXIMATELY 3.25 MI NORTHWEST OF ELGIN, 3.5 MI
 AJ3046'SOUTHWEST OF WEST DUNDEE IN SECTION 4, T41N, R8E.  TO REACH FROM
 AJ3046'THE JUNCTION OF INTERSTATE 90 AND RANDALL RD PROCEED SOUTH ON
 AJ3046'RANDALL RD 1.0 MILE TO THE STATION LOCATED IN THE NORTHWEST
 AJ3046'CORNER OF THE INTERSECTION OF RANDALL RD AND BIG TIMBER RD.
 AJ3046'STATION IS LOCATED 13.6 FT NORTHWEST OF BACK-OF-CURB, 154 FT EAST OF
 AJ3046'POWERPOLE (PP), 21.6 FT EAST OF PP, 58.4 FT SOUTHWEST OF PP, 49 FT
 AJ3046'EAST OF 24 IN CONCRETE CULVERT, 10 FT WEST OF TRAFFIC SIGNAL
 AJ3046'CONTROL BOX, AND 21 FT EAST OF ORANGE FIBERGLASS WITNESS POST.
 AJ3046'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3046'POINT IS 0.45 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3046'(WB)
 AJ3046' 
 AJ3046' 
 AJ3046' 
 AJ3046' 
 AJ3046'
 AJ3046
 AJ3046                          STATION RECOVERY (2005)
 AJ3046
 AJ3046'RECOVERY NOTE BY GEWALT-HAMILTON 2005 (LSM)
 AJ3046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3003 ***********************************************************************
 AJ3003  DESIGNATION -  IL KANE 5 38 6
 AJ3003  PID         -  AJ3003
 AJ3003  STATE/COUNTY-  IL/KANE
 AJ3003  USGS QUAD   -  BIG ROCK (1975)
 AJ3003
 AJ3003                         *CURRENT SURVEY CONTROL
 AJ3003  ___________________________________________________________________
 AJ3003* NAD 83(1997)-  41 47 50.15888(N)    088 34 24.28943(W)     ADJUSTED  
 AJ3003* NAVD 88     -       235.0    (meters)     771.     (feet)  GPS OBS   
 AJ3003  ___________________________________________________________________
 AJ3003  X           -     118,559.677 (meters)                     COMP
 AJ3003  Y           -  -4,760,711.272 (meters)                     COMP
 AJ3003  Z           -   4,228,977.791 (meters)                     COMP
 AJ3003  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AJ3003  ELLIP HEIGHT-         202.00  (meters)          (02/03/05) GPS OBS
 AJ3003  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AJ3003
 AJ3003  HORZ ORDER  -  FIRST
 AJ3003  ELLP ORDER  -  FOURTH    CLASS II
 AJ3003
 AJ3003.The horizontal coordinates were established by GPS observations
 AJ3003.and adjusted by the National Geodetic Survey in April 2001..
 AJ3003
 AJ3003.The orthometric height was determined by GPS observations and a
 AJ3003.high-resolution geoid model.
 AJ3003
 AJ3003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3003
 AJ3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3003
 AJ3003.The ellipsoidal height was determined by GPS observations
 AJ3003.and is referenced to NAD 83.
 AJ3003
 AJ3003.The geoid height was determined by GEOID03.
 AJ3003
 AJ3003;                    North         East     Units Scale Factor Converg.
 AJ3003;SPC IL E     -   569,613.142   280,046.637   MT  0.99997990   -0 09 36.0
 AJ3003;SPC IL E     - 1,868,805.78    918,786.34   sFT  0.99997990   -0 09 36.0
 AJ3003;UTM  16      - 4,628,463.782   369,278.961   MT  0.99981028   -1 02 55.8
 AJ3003
 AJ3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3003!SPC IL E     -   0.99996832  x   0.99997990  =   0.99994822
 AJ3003!UTM  16      -   0.99996832  x   0.99981028  =   0.99977860
 AJ3003
 AJ3003                          SUPERSEDED SURVEY CONTROL
 AJ3003
 AJ3003  ELLIP H (04/25/01)  202.03   (m)                       GP(       ) 3 2
 AJ3003
 AJ3003.Superseded values are not recommended for survey control.
 AJ3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3003.See file dsdata.txt to determine how the superseded data were derived.
 AJ3003
 AJ3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6927928464(NAD 83)
 AJ3003_MARKER: I = METAL ROD
 AJ3003_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3003_STAMPING: IL-KANE-5-38-6
 AJ3003_MARK LOGO: KCIDOT
 AJ3003_PROJECTION: FLUSH
 AJ3003_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3003+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 AJ3003_ROD/PIPE-DEPTH:  3.7 meters
 AJ3003_SLEEVE-DEPTH  :  0.9 meters
 AJ3003
 AJ3003  HISTORY     - Date     Condition        Report By
 AJ3003  HISTORY     - 20000712 MONUMENTED       SECI
 AJ3003
 AJ3003                          STATION DESCRIPTION
 AJ3003
 AJ3003'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3003'STATION IS LOCATED APPROXIMATELY 3.0 MI NORTHWEST OF BIG ROCK, 1.5
 AJ3003'MI EAST OF KANE/DEKALB COUNTY LINE IN SECTION 5, T38N, R6E.  TO REACH
 AJ3003'FROM THE JUNCTION OF US RT 30 AND DAVIS RD PROCEED NORTH ON DAVIS
 AJ3003'RD 1.7 MI TO SCOTT RD, THEN PROCEED WEST ON SCOTT RD 0.4 MI TO
 AJ3003'SWAN RD, THEN PROCEED NORTHWEST ON SWAN RD 0.92 MI TO THE
 AJ3003'STATION LOCATED 32 FT NORTH OF CENTERLINE OF SWAN RD.  STATION IS
 AJ3003'LOCATED 500 FT WEST OF BITUMINOUS DRIVEWAY ADDRESS 4S725, 59 FT
 AJ3003'EAST OF CENTERLINE OF GRASS FIELD ENTRANCE, 79.3 FT EAST OF
 AJ3003'POWERPOLE (PP), 74.3 FT WEST OF PP, 49 FT EAST OF 12 IN METAL CULVERT,
 AJ3003'29 FT EAST OF MPH/CURVE SIGN, AND 2 FT SOUTH OF ORANGE FIBERGLASS
 AJ3003'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ3003'CAP.  DATUM POINT IS 0.6 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ3003'PHYSICAL TIES. (WB)
 AJ3003' 
 AJ3003' 
 AJ3003' 
 AJ3003' 
 AJ3003'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3004 ***********************************************************************
 AJ3004  DESIGNATION -  IL KANE 6 38 7
 AJ3004  PID         -  AJ3004
 AJ3004  STATE/COUNTY-  IL/KANE
 AJ3004  USGS QUAD   -  SUGAR GROVE (1993)
 AJ3004
 AJ3004                         *CURRENT SURVEY CONTROL
 AJ3004  ___________________________________________________________________
 AJ3004* NAD 83(1997)-  41 47 41.61172(N)    088 29 19.50637(W)     ADJUSTED  
 AJ3004* NAVD 88     -       220.4    (meters)     723.     (feet)  GPS OBS   
 AJ3004  ___________________________________________________________________
 AJ3004  X           -     125,598.462 (meters)                     COMP
 AJ3004  Y           -  -4,760,695.652 (meters)                     COMP
 AJ3004  Z           -   4,228,771.412 (meters)                     COMP
 AJ3004  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AJ3004  ELLIP HEIGHT-         187.33  (meters)          (02/03/05) GPS OBS
 AJ3004  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AJ3004
 AJ3004  HORZ ORDER  -  FIRST
 AJ3004  ELLP ORDER  -  FOURTH    CLASS II
 AJ3004
 AJ3004.The horizontal coordinates were established by GPS observations
 AJ3004.and adjusted by the National Geodetic Survey in April 2001..
 AJ3004
 AJ3004.The orthometric height was determined by GPS observations and a
 AJ3004.high-resolution geoid model.
 AJ3004
 AJ3004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3004
 AJ3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3004
 AJ3004.The ellipsoidal height was determined by GPS observations
 AJ3004.and is referenced to NAD 83.
 AJ3004
 AJ3004.The geoid height was determined by GEOID03.
 AJ3004
 AJ3004;                    North         East     Units Scale Factor Converg.
 AJ3004;SPC IL E     -   569,333.260   287,082.518   MT  0.99997705   -0 06 12.9
 AJ3004;SPC IL E     - 1,867,887.54    941,869.89   sFT  0.99997705   -0 06 12.9
 AJ3004;UTM  16      - 4,628,074.867   376,308.394   MT  0.99978827   -0 59 32.4
 AJ3004
 AJ3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3004!SPC IL E     -   0.99997062  x   0.99997705  =   0.99994767
 AJ3004!UTM  16      -   0.99997062  x   0.99978827  =   0.99975890
 AJ3004
 AJ3004                          SUPERSEDED SURVEY CONTROL
 AJ3004
 AJ3004  ELLIP H (04/25/01)  187.37   (m)                       GP(       ) 3 2
 AJ3004
 AJ3004.Superseded values are not recommended for survey control.
 AJ3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3004.See file dsdata.txt to determine how the superseded data were derived.
 AJ3004
 AJ3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7630828075(NAD 83)
 AJ3004_MARKER: I = METAL ROD
 AJ3004_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3004_STAMPING: IL-KANE-6-38-7
 AJ3004_MARK LOGO: KCIDOT
 AJ3004_PROJECTION: FLUSH
 AJ3004_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3004+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 AJ3004_ROD/PIPE-DEPTH:  6.1 meters
 AJ3004_SLEEVE-DEPTH  :  0.9 meters
 AJ3004
 AJ3004  HISTORY     - Date     Condition        Report By
 AJ3004  HISTORY     - 20000718 MONUMENTED       SECI
 AJ3004
 AJ3004                          STATION DESCRIPTION
 AJ3004
 AJ3004'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3004'STATION IS LOCATED APPROXIMATELY 3.25 MI SOUTHEAST OF KANEVILLE, 3.0
 AJ3004'MI NORTHWEST OF SUGAR GROVE IN SECTION 6, T38N, R7E.  TO REACH
 AJ3004'FROM THE JUNCTION OF IL RT 47 AND SCOTT RD PROCEED SOUTHWEST ON
 AJ3004'SCOTT RD APPROXIMATELY 1.7 MILES TO THE STATION LOCATED 30 FT
 AJ3004'SOUTHEAST OF CENTERLINE OF SCOTT RD.  THE STATION IS 215 FT
 AJ3004'NORTHEAST OF CENTELINE OF DUGAN RD, 191 FT NORTHEAST OF
 AJ3004'POWERPOLE (PP), 83.2 FT EAST OF PP, 124 FT SOUTHWEST OF PP, 43 FT
 AJ3004'NORTHEAST OF FENCE POST, 26 FT NORTHEAST OF SIGN, 2 FT NORTHWEST
 AJ3004'OF WIRE FENCE, AND 2 FT NORTHWEST OF ORANGE FIBERGLASS WITNESS
 AJ3004'POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ3004'DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL
 AJ3004'TIES. (WB)
 AJ3004' 
 AJ3004' 
 AJ3004' 
 AJ3004' 
 AJ3004' 
 AJ3004' 
 AJ3004'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3027 ***********************************************************************
 AJ3027  DESIGNATION -  IL KANE 8 40 8
 AJ3027  PID         -  AJ3027
 AJ3027  STATE/COUNTY-  IL/KANE
 AJ3027  USGS QUAD   -  GENEVA (1993)
 AJ3027
 AJ3027                         *CURRENT SURVEY CONTROL
 AJ3027  ___________________________________________________________________
 AJ3027* NAD 83(1997)-  41 58 12.33225(N)    088 21 33.63129(W)     ADJUSTED  
 AJ3027* NAVD 88     -       233.4    (meters)     766.     (feet)  GPS OBS   
 AJ3027  ___________________________________________________________________
 AJ3027  X           -     135,979.070 (meters)                     COMP
 AJ3027  Y           -  -4,747,422.917 (meters)                     COMP
 AJ3027  Z           -   4,243,268.403 (meters)                     COMP
 AJ3027  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AJ3027  ELLIP HEIGHT-         200.12  (meters)          (02/03/05) GPS OBS
 AJ3027  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AJ3027
 AJ3027  HORZ ORDER  -  FIRST
 AJ3027  ELLP ORDER  -  FOURTH    CLASS II
 AJ3027
 AJ3027.The horizontal coordinates were established by GPS observations
 AJ3027.and adjusted by the National Geodetic Survey in April 2001..
 AJ3027
 AJ3027.The orthometric height was determined by GPS observations and a
 AJ3027.high-resolution geoid model.
 AJ3027
 AJ3027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3027
 AJ3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3027
 AJ3027.The ellipsoidal height was determined by GPS observations
 AJ3027.and is referenced to NAD 83.
 AJ3027
 AJ3027.The geoid height was determined by GEOID03.
 AJ3027
 AJ3027;                    North         East     Units Scale Factor Converg.
 AJ3027;SPC IL E     -   588,781.081   297,844.205   MT  0.99997506   -0 01 02.6
 AJ3027;SPC IL E     - 1,931,692.60    977,177.20   sFT  0.99997506   -0 01 02.6
 AJ3027;UTM  16      - 4,647,349.203   387,368.691   MT  0.99975610   -0 54 32.9
 AJ3027
 AJ3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3027!SPC IL E     -   0.99996861  x   0.99997506  =   0.99994367
 AJ3027!UTM  16      -   0.99996861  x   0.99975610  =   0.99972472
 AJ3027
 AJ3027                          SUPERSEDED SURVEY CONTROL
 AJ3027
 AJ3027  ELLIP H (04/25/01)  200.15   (m)                       GP(       ) 3 2
 AJ3027
 AJ3027.Superseded values are not recommended for survey control.
 AJ3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3027.See file dsdata.txt to determine how the superseded data were derived.
 AJ3027
 AJ3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8736947349(NAD 83)
 AJ3027_MARKER: I = METAL ROD
 AJ3027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3027_STAMPING: IL-KANE-8-40-8
 AJ3027_MARK LOGO: KCIDOT
 AJ3027_PROJECTION: RECESSED 10 CENTIMETERS
 AJ3027_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3027+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 AJ3027_ROD/PIPE-DEPTH:  3.0 meters
 AJ3027_SLEEVE-DEPTH  :  0.9 meters
 AJ3027
 AJ3027  HISTORY     - Date     Condition        Report By
 AJ3027  HISTORY     - 20000717 MONUMENTED       SECI
 AJ3027
 AJ3027                          STATION DESCRIPTION
 AJ3027
 AJ3027'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3027'STATION IS LOCATED APPROXIMATELY 6.0 MI SOUTHWEST OF ELGIN, 3.25
 AJ3027'MI NORTHEAST OF WASCO IN SECTION 8, T40N, R8E.  TO REACH FROM THE
 AJ3027'JUNCTION OF IL RT 31 AND SILVER GLEN RD PROCEED WEST ON SILVER
 AJ3027'GLEN RD 2.0 MI TO THE STATION LOCATED  IN THE SOUTHEAST CORNER OF
 AJ3027'INTERSECTION SILVER GLEN RD AND BURR RD.  STATION IS LOCATED 63 FT
 AJ3027'EAST OF CENTERLINE OF BURR RD, 27 FT SOUTH OF CENTERLINE OF SILVER
 AJ3027'GLEN RD, 86 FT WEST OF CENTERLINE OF ENTRANCE TO THE RESERVE
 AJ3027'SUBDIVISION, 92.4 FT NORTHEAST OF POWERPOLE (PP), 28 FT EAST OF PP,
 AJ3027'28.2 FT WEST OF PP, 12 FT WEST OF ADOPT-A-HIGHWAY SIGN, AND 12 FT
 AJ3027'WEST OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM
 AJ3027'POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.5 FT BELOW CAP.  PK
 AJ3027'NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3027' 
 AJ3027' 
 AJ3027' 
 AJ3027' 
 AJ3027'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3037 ***********************************************************************
 AJ3037  DESIGNATION -  IL KANE 8 41 6
 AJ3037  PID         -  AJ3037
 AJ3037  STATE/COUNTY-  IL/KANE
 AJ3037  USGS QUAD   -  HAMPSHIRE (1978)
 AJ3037
 AJ3037                         *CURRENT SURVEY CONTROL
 AJ3037  ___________________________________________________________________
 AJ3037* NAD 83(1997)-  42 02 49.60153(N)    088 34 40.62025(W)     ADJUSTED  
 AJ3037* NAVD 88     -       273.9    (meters)     899.     (feet)  GPS OBS   
 AJ3037  ___________________________________________________________________
 AJ3037  X           -     117,723.324 (meters)                     COMP
 AJ3037  Y           -  -4,742,213.623 (meters)                     COMP
 AJ3037  Z           -   4,249,652.338 (meters)                     COMP
 AJ3037  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AJ3037  ELLIP HEIGHT-         240.65  (meters)          (02/03/05) GPS OBS
 AJ3037  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AJ3037
 AJ3037  HORZ ORDER  -  FIRST
 AJ3037  ELLP ORDER  -  FOURTH    CLASS II
 AJ3037
 AJ3037.The horizontal coordinates were established by GPS observations
 AJ3037.and adjusted by the National Geodetic Survey in April 2001..
 AJ3037
 AJ3037.The orthometric height was determined by GPS observations and a
 AJ3037.high-resolution geoid model.
 AJ3037
 AJ3037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3037
 AJ3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3037
 AJ3037.The ellipsoidal height was determined by GPS observations
 AJ3037.and is referenced to NAD 83.
 AJ3037
 AJ3037.The geoid height was determined by GEOID03.
 AJ3037
 AJ3037;                    North         East     Units Scale Factor Converg.
 AJ3037;SPC IL E     -   597,364.286   279,748.773   MT  0.99998004   -0 09 49.8
 AJ3037;SPC IL E     - 1,959,852.66    917,809.10   sFT  0.99998004   -0 09 49.8
 AJ3037;UTM  16      - 4,656,211.487   369,412.635   MT  0.99980983   -1 03 25.1
 AJ3037
 AJ3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3037!SPC IL E     -   0.99996226  x   0.99998004  =   0.99994230
 AJ3037!UTM  16      -   0.99996226  x   0.99980983  =   0.99977209
 AJ3037
 AJ3037                          SUPERSEDED SURVEY CONTROL
 AJ3037
 AJ3037  ELLIP H (04/25/01)  240.67   (m)                       GP(       ) 3 2
 AJ3037
 AJ3037.Superseded values are not recommended for survey control.
 AJ3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3037.See file dsdata.txt to determine how the superseded data were derived.
 AJ3037
 AJ3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6941356211(NAD 83)
 AJ3037_MARKER: I = METAL ROD
 AJ3037_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3037_STAMPING: IL-KANE-8-41-6
 AJ3037_MARK LOGO: KCIDOT
 AJ3037_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3037_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3037+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2000
 AJ3037_ROD/PIPE-DEPTH:  3.7 meters
 AJ3037_SLEEVE-DEPTH  :  0.9 meters
 AJ3037
 AJ3037  HISTORY     - Date     Condition        Report By
 AJ3037  HISTORY     - 20000715 MONUMENTED       SECI
 AJ3037
 AJ3037                          STATION DESCRIPTION
 AJ3037
 AJ3037'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3037'STATION IS LOCATED APPROXIMATELY 1.75 MI SOUTHWEST OF
 AJ3037'BURLINGTION, 4.25 MI SOUTHWEST OF HAMPSHIRE IN SECTION 8, T41N, R6E.
 AJ3037'TO REACH FROM THE JUNCTION OF IL RT 47 AND PLANK RD PROCEED WEST
 AJ3037'ON PLANK RD APPROXIMATELY 6.1 MILE TO THE STATION LOCATED IN THE
 AJ3037'SOUTHWEST CORNER OF INTERSECTION PLANK RD AND ENGEL RD.
 AJ3037'STATION IS LOCATED 63 FT WEST OF CENTERLINE OF ENGEL RD, 28 FT
 AJ3037'SOUTH OF CENTERLINE OF PLANK RD, 120 FT WEST OF CENTERLINE OF
 AJ3037'GRAVEL DRIVEWAY, 81 FT SOUTHEAST OF POWERPOLE (PP), 37.7 FT WEST
 AJ3037'OF PP, 105 FT SOUTHWEST OF CONCRETE R.O.W. MARKER, 66 FT
 AJ3037'SOUTHWEST OF SOUTHEAST CORNER OF WIRE FENCE, 63 FT SOUTH OF 14
 AJ3037'INCH ELM TREE, AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.
 AJ3037'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3037'POINT IS 0.3 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3037'(WB)
 AJ3037' 
 AJ3037' 
 AJ3037' 
 AJ3037' 
 AJ3037'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3002 ***********************************************************************
 AJ3002  DESIGNATION -  IL KANE 9 38 7
 AJ3002  PID         -  AJ3002
 AJ3002  STATE/COUNTY-  IL/KANE
 AJ3002  USGS QUAD   -  SUGAR GROVE (1993)
 AJ3002
 AJ3002                         *CURRENT SURVEY CONTROL
 AJ3002  ___________________________________________________________________
 AJ3002* NAD 83(1997)-  41 46 49.86379(N)    088 26 22.21409(W)     ADJUSTED  
 AJ3002* NAVD 88     -       209.1    (meters)     686.     (feet)  GPS OBS   
 AJ3002  ___________________________________________________________________
 AJ3002  X           -     129,719.156 (meters)                     COMP
 AJ3002  Y           -  -4,761,641.103 (meters)                     COMP
 AJ3002  Z           -   4,227,573.473 (meters)                     COMP
 AJ3002  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AJ3002  ELLIP HEIGHT-         176.10  (meters)          (02/03/05) GPS OBS
 AJ3002  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AJ3002
 AJ3002  HORZ ORDER  -  FIRST
 AJ3002  ELLP ORDER  -  FOURTH    CLASS II
 AJ3002
 AJ3002.The horizontal coordinates were established by GPS observations
 AJ3002.and adjusted by the National Geodetic Survey in April 2001..
 AJ3002
 AJ3002.The orthometric height was determined by GPS observations and a
 AJ3002.high-resolution geoid model.
 AJ3002
 AJ3002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3002
 AJ3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3002
 AJ3002.The ellipsoidal height was determined by GPS observations
 AJ3002.and is referenced to NAD 83.
 AJ3002
 AJ3002.The geoid height was determined by GEOID03.
 AJ3002
 AJ3002;                    North         East     Units Scale Factor Converg.
 AJ3002;SPC IL E     -   567,730.517   291,173.744   MT  0.99997596   -0 04 14.7
 AJ3002;SPC IL E     - 1,862,629.20    955,292.53   sFT  0.99997596   -0 04 14.7
 AJ3002;UTM  16      - 4,626,409.191   380,373.482   MT  0.99977610   -0 57 33.2
 AJ3002
 AJ3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3002!SPC IL E     -   0.99997238  x   0.99997596  =   0.99994834
 AJ3002!UTM  16      -   0.99997238  x   0.99977610  =   0.99974849
 AJ3002
 AJ3002                          SUPERSEDED SURVEY CONTROL
 AJ3002
 AJ3002  ELLIP H (04/25/01)  176.14   (m)                       GP(       ) 3 2
 AJ3002
 AJ3002.Superseded values are not recommended for survey control.
 AJ3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3002.See file dsdata.txt to determine how the superseded data were derived.
 AJ3002
 AJ3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8037326409(NAD 83)
 AJ3002_MARKER: I = METAL ROD
 AJ3002_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3002_STAMPING: IL-KANE-9-38-7
 AJ3002_MARK LOGO: KCIDOT
 AJ3002_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3002_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3002+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2000
 AJ3002_ROD/PIPE-DEPTH:  7.3 meters
 AJ3002_SLEEVE-DEPTH  :  0.9 meters
 AJ3002
 AJ3002  HISTORY     - Date     Condition        Report By
 AJ3002  HISTORY     - 20000712 MONUMENTED       SECI
 AJ3002
 AJ3002                          STATION DESCRIPTION
 AJ3002
 AJ3002'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3002'STATION IS LOCATED APPROXIMATELY 0.8 MI NORTH OF SUGAR GROVE, 4.2
 AJ3002'MI WEST OF AURORA IN SECTION 9, T38N, R7E.  TO REACH FROM THE
 AJ3002'JUNCTION OF IL RT 47 AND BLISS RD, PROCEED NORTHEAST ON BLISS RD
 AJ3002'0.25 MI TO THE STATION LOCATED 23.1 FT WEST OF CENTERLINE THE BLISS
 AJ3002'RD. STATION IS 275 FT SOUTH OF ENTRANCE TO THE AURORA SPORTSMAN
 AJ3002'CLUB, 180 FT NORTH OF CENTERLINE OF BLACKBERRY CREEK, 93.7 FT SOUTH
 AJ3002'OF PK NAIL IN POWER POLE (PP), 88.3 FT NORTH OF PK NAIL IN PP, 51.9 FT
 AJ3002'NORTH OF PK NAIL IN PP, 50.6 FT SOUTH OF THE NORTHERN END OF THE
 AJ3002'GUARD RAIL, AND 2.7 FT WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AJ3002'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3002'POINT IS 0.40 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3002'(WB)
 AJ3002' 
 AJ3002' 
 AJ3002' 
 AJ3002' 
 AJ3002' 
 AJ3002' 
 AJ3002' 
 AJ3002' 
 AJ3002'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3013 ***********************************************************************
 AJ3013  DESIGNATION -  IL KANE 9 39 6
 AJ3013  PID         -  AJ3013
 AJ3013  STATE/COUNTY-  IL/KANE
 AJ3013  USGS QUAD   -  MAPLE PARK (1975)
 AJ3013
 AJ3013                         *CURRENT SURVEY CONTROL
 AJ3013  ___________________________________________________________________
 AJ3013* NAD 83(1997)-  41 52 47.39440(N)    088 33 37.98251(W)     ADJUSTED  
 AJ3013* NAVD 88     -       263.6    (meters)     865.     (feet)  GPS OBS   
 AJ3013  ___________________________________________________________________
 AJ3013  X           -     119,475.330 (meters)                     COMP
 AJ3013  Y           -  -4,754,590.422 (meters)                     COMP
 AJ3013  Z           -   4,235,829.353 (meters)                     COMP
 AJ3013  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AJ3013  ELLIP HEIGHT-         230.51  (meters)          (02/03/05) GPS OBS
 AJ3013  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AJ3013
 AJ3013  HORZ ORDER  -  FIRST
 AJ3013  ELLP ORDER  -  FOURTH    CLASS II
 AJ3013
 AJ3013.The horizontal coordinates were established by GPS observations
 AJ3013.and adjusted by the National Geodetic Survey in April 2001..
 AJ3013
 AJ3013.The orthometric height was determined by GPS observations and a
 AJ3013.high-resolution geoid model.
 AJ3013
 AJ3013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3013
 AJ3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3013
 AJ3013.The ellipsoidal height was determined by GPS observations
 AJ3013.and is referenced to NAD 83.
 AJ3013
 AJ3013.The geoid height was determined by GEOID03.
 AJ3013
 AJ3013;                    North         East     Units Scale Factor Converg.
 AJ3013;SPC IL E     -   578,780.569   281,139.958   MT  0.99997938   -0 09 06.1
 AJ3013;SPC IL E     - 1,898,882.58    922,373.35   sFT  0.99997938   -0 09 06.1
 AJ3013;UTM  16      - 4,637,611.563   370,514.258   MT  0.99980632   -1 02 30.9
 AJ3013
 AJ3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3013!SPC IL E     -   0.99996385  x   0.99997938  =   0.99994323
 AJ3013!UTM  16      -   0.99996385  x   0.99980632  =   0.99977017
 AJ3013
 AJ3013                          SUPERSEDED SURVEY CONTROL
 AJ3013
 AJ3013  ELLIP H (04/25/01)  230.55   (m)                       GP(       ) 3 2
 AJ3013
 AJ3013.Superseded values are not recommended for survey control.
 AJ3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3013.See file dsdata.txt to determine how the superseded data were derived.
 AJ3013
 AJ3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7051437612(NAD 83)
 AJ3013_MARKER: I = METAL ROD
 AJ3013_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3013_STAMPING: IL-KANE-9-39-6
 AJ3013_MARK LOGO: KCIDOT
 AJ3013_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3013_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3013+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 AJ3013_ROD/PIPE-DEPTH:  3.7 meters
 AJ3013_SLEEVE-DEPTH  :  0.9 meters
 AJ3013
 AJ3013  HISTORY     - Date     Condition        Report By
 AJ3013  HISTORY     - 20000713 MONUMENTED       SECI
 AJ3013  HISTORY     - 20050908 GOOD             GEOCAC
 AJ3013
 AJ3013                          STATION DESCRIPTION
 AJ3013
 AJ3013'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3013'STATION IS LOCATED APPROXIMATELY 2.75 MI SOUTHEAST OF MAPLE PARK,
 AJ3013'3.75 MI NORTHWEST OF KANEVILLE IN SECTION 9, T39N, R6E.  TO REACH
 AJ3013'FROM THE JUNCTION OF IL RT 47 AND KESLINGER RD PROCEED WEST ON
 AJ3013'KESLINGER RD 4.5 MILE TO THE STATION LOCATED IN THE SOUTHEAST
 AJ3013'CORNER OF KESLINGER RD AND WATSON RD IN THE MAPLE PARK
 AJ3013'CEMETERY.  STATION IS  30.1 FT SOUTH OF CENTERLINE OF KESLINGER RD,
 AJ3013'218 FT EAST OF CENTERLINE OF WATSON RD, 247 FT EAST OF POWERPOLE
 AJ3013'(PP), 188 FT EAST OF PP, 140 FT EAST OF KEEFE HEADSTONE, 3 FT NORTH OF
 AJ3013'R.O.W. MARKER, AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.
 AJ3013'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ3013'POINT IS 0.5 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3013'(WB)
 AJ3013' 
 AJ3013' 
 AJ3013' 
 AJ3013' 
 AJ3013'
 AJ3013
 AJ3013                          STATION RECOVERY (2005)
 AJ3013
 AJ3013'RECOVERY NOTE BY GEOCACHING 2005 (MUP)
 AJ3013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3028 ***********************************************************************
 AJ3028  DESIGNATION -  IL KANE 9 40 8
 AJ3028  PID         -  AJ3028
 AJ3028  STATE/COUNTY-  IL/KANE
 AJ3028  USGS QUAD   -  GENEVA (1993)
 AJ3028
 AJ3028                         *CURRENT SURVEY CONTROL
 AJ3028  ___________________________________________________________________
 AJ3028* NAD 83(1997)-  41 58 08.84727(N)    088 19 36.93600(W)     ADJUSTED  
 AJ3028* NAVD 88     -       239.1    (meters)     784.     (feet)  GPS OBS   
 AJ3028  ___________________________________________________________________
 AJ3028  X           -     138,667.149 (meters)                     COMP
 AJ3028  Y           -  -4,747,421.347 (meters)                     COMP
 AJ3028  Z           -   4,243,192.275 (meters)                     COMP
 AJ3028  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AJ3028  ELLIP HEIGHT-         205.83  (meters)          (02/03/05) GPS OBS
 AJ3028  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AJ3028
 AJ3028  HORZ ORDER  -  FIRST
 AJ3028  ELLP ORDER  -  FOURTH    CLASS II
 AJ3028
 AJ3028.The horizontal coordinates were established by GPS observations
 AJ3028.and adjusted by the National Geodetic Survey in April 2001..
 AJ3028
 AJ3028.The orthometric height was determined by GPS observations and a
 AJ3028.high-resolution geoid model.
 AJ3028
 AJ3028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3028
 AJ3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3028
 AJ3028.The ellipsoidal height was determined by GPS observations
 AJ3028.and is referenced to NAD 83.
 AJ3028
 AJ3028.The geoid height was determined by GEOID03.
 AJ3028
 AJ3028;                    North         East     Units Scale Factor Converg.
 AJ3028;SPC IL E     -   588,673.252   300,531.040   MT  0.99997500   +0 00 15.4
 AJ3028;SPC IL E     - 1,931,338.83    985,992.25   sFT  0.99997500   +0 00 15.4
 AJ3028;UTM  16      - 4,647,199.605   390,052.925   MT  0.99974875   -0 53 14.8
 AJ3028
 AJ3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3028!SPC IL E     -   0.99996772  x   0.99997500  =   0.99994272
 AJ3028!UTM  16      -   0.99996772  x   0.99974875  =   0.99971648
 AJ3028
 AJ3028                          SUPERSEDED SURVEY CONTROL
 AJ3028
 AJ3028  ELLIP H (04/25/01)  205.86   (m)                       GP(       ) 3 2
 AJ3028
 AJ3028.Superseded values are not recommended for survey control.
 AJ3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3028.See file dsdata.txt to determine how the superseded data were derived.
 AJ3028
 AJ3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9005347200(NAD 83)
 AJ3028_MARKER: I = METAL ROD
 AJ3028_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3028_STAMPING: IL-KANE-9-40-8
 AJ3028_MARK LOGO: KCIDOT
 AJ3028_PROJECTION: RECESSED 13 CENTIMETERS
 AJ3028_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3028+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 AJ3028_ROD/PIPE-DEPTH:  3.0 meters
 AJ3028_SLEEVE-DEPTH  :  0.9 meters
 AJ3028
 AJ3028  HISTORY     - Date     Condition        Report By
 AJ3028  HISTORY     - 20000717 MONUMENTED       SECI
 AJ3028  HISTORY     - 20060726 GOOD             USGSNP
 AJ3028
 AJ3028                          STATION DESCRIPTION
 AJ3028
 AJ3028'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3028'STATION IS LOCATED APPROXIMATELY 5.25 MI SOUTHWEST OF ELGIN, 4.75 MI
 AJ3028'NORTHEAST OF WASCO IN SECTION 9, T40N, R8E.  TO REACH FROM THE
 AJ3028'JUNCTION OF IL RT 31 AND SILVER GLEN RD PROCEED WEST ON SILVER
 AJ3028'GLEN RD 0.2 MI TO THE STATION LOCATED 34.7 FT NORTH OF CENTERLINE
 AJ3028'OF SILVER GLEN RD.  STATION IS LOCATED 0.7 MI EAST OF RANDALL RD, 540
 AJ3028'FT EAST OF WHISPERING TRAIL RD, 270 FT WEST OF END OF GUARDRAIL, 148
 AJ3028'FT EAST OF 30 IN OAK TREE, 61 FT SOUTH-SOUTHEAST OF 42 IN OAK TREE, 54
 AJ3028'FT WEST OF POWERPOLE, 17.5 FT SOUTH OF PK NAIL IN BIKE PATH, AND 54
 AJ3028'FT WEST OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ3028'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.2 FT BELOW
 AJ3028'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ3028' 
 AJ3028' 
 AJ3028' 
 AJ3028'
 AJ3028
 AJ3028                          STATION RECOVERY (2006)
 AJ3028
 AJ3028'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 AJ3028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3039 ***********************************************************************
 AJ3039  DESIGNATION -  IL KANE 9 41 7
 AJ3039  PID         -  AJ3039
 AJ3039  STATE/COUNTY-  IL/KANE
 AJ3039  USGS QUAD   -  PINGREE GROVE (1992)
 AJ3039
 AJ3039                         *CURRENT SURVEY CONTROL
 AJ3039  ___________________________________________________________________
 AJ3039* NAD 83(1997)-  42 03 02.74574(N)    088 26 28.65606(W)     ADJUSTED  
 AJ3039* NAVD 88     -       280.4    (meters)     920.     (feet)  GPS OBS   
 AJ3039  ___________________________________________________________________
 AJ3039  X           -     129,026.420 (meters)                     COMP
 AJ3039  Y           -  -4,741,652.620 (meters)                     COMP
 AJ3039  Z           -   4,249,957.834 (meters)                     COMP
 AJ3039  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AJ3039  ELLIP HEIGHT-         247.12  (meters)          (02/03/05) GPS OBS
 AJ3039  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AJ3039
 AJ3039  HORZ ORDER  -  FIRST
 AJ3039  ELLP ORDER  -  FOURTH    CLASS II
 AJ3039
 AJ3039.The horizontal coordinates were established by GPS observations
 AJ3039.and adjusted by the National Geodetic Survey in April 2001..
 AJ3039
 AJ3039.The orthometric height was determined by GPS observations and a
 AJ3039.high-resolution geoid model.
 AJ3039
 AJ3039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3039
 AJ3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3039
 AJ3039.The ellipsoidal height was determined by GPS observations
 AJ3039.and is referenced to NAD 83.
 AJ3039
 AJ3039.The geoid height was determined by GEOID03.
 AJ3039
 AJ3039;                    North         East     Units Scale Factor Converg.
 AJ3039;SPC IL E     -   597,746.513   291,062.766   MT  0.99997598   -0 04 20.3
 AJ3039;SPC IL E     - 1,961,106.68    954,928.42   sFT  0.99997598   -0 04 20.3
 AJ3039;UTM  16      - 4,656,417.269   380,729.111   MT  0.99977504   -0 57 55.7
 AJ3039
 AJ3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3039!SPC IL E     -   0.99996124  x   0.99997598  =   0.99993722
 AJ3039!UTM  16      -   0.99996124  x   0.99977504  =   0.99973629
 AJ3039
 AJ3039                          SUPERSEDED SURVEY CONTROL
 AJ3039
 AJ3039  ELLIP H (04/25/01)  247.14   (m)                       GP(       ) 3 2
 AJ3039
 AJ3039.Superseded values are not recommended for survey control.
 AJ3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3039.See file dsdata.txt to determine how the superseded data were derived.
 AJ3039
 AJ3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8072956417(NAD 83)
 AJ3039_MARKER: I = METAL ROD
 AJ3039_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3039_STAMPING: IL-KANE-9-41-7
 AJ3039_MARK LOGO: KCIDOT
 AJ3039_PROJECTION: FLUSH
 AJ3039_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3039+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2000
 AJ3039_ROD/PIPE-DEPTH:  4.9 meters
 AJ3039_SLEEVE-DEPTH  :  0.9 meters
 AJ3039
 AJ3039  HISTORY     - Date     Condition        Report By
 AJ3039  HISTORY     - 20000717 MONUMENTED       SECI
 AJ3039
 AJ3039                          STATION DESCRIPTION
 AJ3039
 AJ3039'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3039'STATION IS LOCATED APPROXIMATELY 2.0 MI SOUTHWEST OF PINGREE
 AJ3039'GROVE, 1.0 MI SOUTHEAST OF NORTH PLATO IN SECTION 9, T41N, R7E.  TO
 AJ3039'REACH FROM THE JUNCTION OF IL RT 47 AND PLANK RD PROCEED EAST ON
 AJ3039'PLANK RD 1.17 MILES TO THE STATION LOCATED 32.8 FT NORTH OF
 AJ3039'CENTERLINE OF PLANK RD.  STATION IS LOCATED 0.17 MILES EAST OF BAHR
 AJ3039'RD, 145 FT WEST OF PLATO CREEK, 259 FT WEST OF POWERPOLE (PP), 68.2
 AJ3039'FT WEST OF PP, 131 FT EAST OF PP, AND 2 FT SOUTH OF ORANGE
 AJ3039'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ3039'INCH LOGO CAP.  DATUM POINT IS 0.3 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ3039'WOOD PHYSICAL TIES. (WB)
 AJ3039' 
 AJ3039' 
 AJ3039' 
 AJ3039' 
 AJ3039'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2939 ***********************************************************************
 AJ2939  DESIGNATION -  IL KANE 9 42 6
 AJ2939  PID         -  AJ2939
 AJ2939  STATE/COUNTY-  IL/KANE
 AJ2939  USGS QUAD   -  MARENGO SOUTH (1975)
 AJ2939
 AJ2939                         *CURRENT SURVEY CONTROL
 AJ2939  ___________________________________________________________________
 AJ2939* NAD 83(1997)-  42 08 19.79747(N)    088 32 07.14135(W)     ADJUSTED  
 AJ2939* NAVD 88     -       276.3    (meters)     906.     (feet)  GPS OBS   
 AJ2939  ___________________________________________________________________
 AJ2939  X           -     121,077.382 (meters)                     COMP
 AJ2939  Y           -  -4,735,299.024 (meters)                     COMP
 AJ2939  Z           -   4,257,214.167 (meters)                     COMP
 AJ2939  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AJ2939  ELLIP HEIGHT-         242.90  (meters)          (02/03/05) GPS OBS
 AJ2939  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AJ2939
 AJ2939  HORZ ORDER  -  FIRST
 AJ2939  ELLP ORDER  -  FOURTH    CLASS II
 AJ2939
 AJ2939.The horizontal coordinates were established by GPS observations
 AJ2939.and adjusted by the National Geodetic Survey in April 2001..
 AJ2939
 AJ2939.The orthometric height was determined by GPS observations and a
 AJ2939.high-resolution geoid model.
 AJ2939
 AJ2939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2939
 AJ2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2939
 AJ2939.The ellipsoidal height was determined by GPS observations
 AJ2939.and is referenced to NAD 83.
 AJ2939
 AJ2939.The geoid height was determined by GEOID03.
 AJ2939
 AJ2939;                    North         East     Units Scale Factor Converg.
 AJ2939;SPC IL E     -   607,542.754   283,302.334   MT  0.99997843   -0 08 07.9
 AJ2939;SPC IL E     - 1,993,246.52    929,467.74   sFT  0.99997843   -0 08 07.9
 AJ2939;UTM  16      - 4,666,331.502   373,123.911   MT  0.99979807   -1 01 48.8
 AJ2939
 AJ2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2939!SPC IL E     -   0.99996191  x   0.99997843  =   0.99994034
 AJ2939!UTM  16      -   0.99996191  x   0.99979807  =   0.99975998
 AJ2939
 AJ2939                          SUPERSEDED SURVEY CONTROL
 AJ2939
 AJ2939  ELLIP H (04/25/01)  242.93   (m)                       GP(       ) 3 2
 AJ2939  ELLIP H (04/24/01)  242.90   (m)                       GP(       ) 4 1
 AJ2939
 AJ2939.Superseded values are not recommended for survey control.
 AJ2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2939.See file dsdata.txt to determine how the superseded data were derived.
 AJ2939
 AJ2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7312466332(NAD 83)
 AJ2939_MARKER: I = METAL ROD
 AJ2939_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2939+WITH SETTING: INFORMATION.
 AJ2939_STAMPING: IL-KANE-9-42-6
 AJ2939_MARK LOGO: KCIDOT
 AJ2939_PROJECTION: FLUSH
 AJ2939_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2939+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 AJ2939_ROD/PIPE-DEPTH:  2.4 meters
 AJ2939_SLEEVE-DEPTH  :  0.9 meters
 AJ2939
 AJ2939  HISTORY     - Date     Condition        Report By
 AJ2939  HISTORY     - 20000719 MONUMENTED       SECI
 AJ2939
 AJ2939                          STATION DESCRIPTION
 AJ2939
 AJ2939'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2939'STATION IS LOCATED APPROXIMATELY 3.0 MI NORTH OF HAMPSHIRE, 6.0 MI
 AJ2939'SOUTHWEST OF HUNTLEY IN SECTION 9, T42N, R6E.  TO REACH FROM THE
 AJ2939'JUNCTION OF US RT 20 AND HIGGINS RD PROCEED WEST ON HIGGINS RD
 AJ2939'APPROXIMATELY 1.4 MILES TO THE STATION LOCATED IN THE SOUTHWEST
 AJ2939'CORNER OF THE INTERSECTION OF HIGGINS RD AND HARMONY RD.
 AJ2939'STATION IS LOCATED 67.2 FT SOUTH OF CENTERLINE OF HIGGINS RD, 32 FT
 AJ2939'WEST OF CENTERLINE OF HARMONY RD, 137 FT NORTH OF POWERPOLE (PP),
 AJ2939'32.8 FT SOUTH OF PP, 98 FT SOUTH OF PP, AND 2 FT EAST OF ORANGE
 AJ2939'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2939'INCH LOGO CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  THE ROD WAS
 AJ2939'DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2939'PHYSICAL TIES. (WB)
 AJ2939' 
 AJ2939' 
 AJ2939' 
 AJ2939' 
 AJ2939' 
 AJ2939'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1765 ***********************************************************************
 JB1765  DESIGNATION -  ILGS MARK NEAR HORD 1961
 JB1765  PID         -  JB1765
 JB1765  STATE/COUNTY-  IL/CLAY
 JB1765  USGS QUAD   -  HORD (1985)
 JB1765
 JB1765                         *CURRENT SURVEY CONTROL
 JB1765  ___________________________________________________________________
 JB1765* NAD 83(1997)-  38 53 08.86855(N)    088 31 17.03424(W)     ADJUSTED  
 JB1765* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 JB1765  ___________________________________________________________________
 JB1765  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 JB1765  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JB1765
 JB1765  HORZ ORDER  -  SECOND
 JB1765
 JB1765.The horizontal coordinates were established by classical geodetic methods
 JB1765.and adjusted by the National Geodetic Survey in October 1999..
 JB1765
 JB1765.The orthometric height was scaled from a topographic map.
 JB1765
 JB1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1765
 JB1765.The geoid height was determined by GEOID03.
 JB1765
 JB1765;                    North         East     Units Scale Factor Converg.
 JB1765;SPC IL E     -   246,316.974   283,682.845   MT  0.99997828   -0 07 05.0
 JB1765;SPC IL E     -   808,124.94    930,716.13   sFT  0.99997828   -0 07 05.0
 JB1765;UTM  16      - 4,305,203.413   368,044.609   MT  0.99981441   -0 57 18.8
 JB1765
 JB1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1765!SPC IL E     -   0.99997985  x   0.99997828  =   0.99995814
 JB1765!UTM  16      -   0.99997985  x   0.99981441  =   0.99979427
 JB1765
 JB1765                          SUPERSEDED SURVEY CONTROL
 JB1765
 JB1765  NAD 83(1986)-  38 53 08.88004(N)    088 31 17.03239(W) AD(       ) 2
 JB1765  NAD 27      -  38 53 08.71663(N)    088 31 16.85692(W) AD(       ) 2
 JB1765
 JB1765.Superseded values are not recommended for survey control.
 JB1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1765.See file dsdata.txt to determine how the superseded data were derived.
 JB1765
 JB1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6804505203(NAD 83)
 JB1765_MARKER: DD = SURVEY DISK
 JB1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1765+STABILITY: SURFACE MOTION
 JB1765
 JB1765  HISTORY     - Date     Condition        Report By
 JB1765  HISTORY     - 1961     MONUMENTED       ILGS
 JB1765
 JB1765                          STATION DESCRIPTION
 JB1765
 JB1765'DESCRIBED BY ILLINOIS GEODETIC SURVEY 1961 (VBM)
 JB1765'THE STATION IS IN THE VILLAGE OF HORD, ABOUT 8 MILES NORTH OF
 JB1765'LOUISVILLE, IN THE
 JB1765'SOUTHWEST 0.25 OF SECTION 10, T 5 N, R 6 E.  IT IS
 JB1765'A U S COAST AND GEODETIC AND STATE
 JB1765'SURVEY DISK SET INT HE TOP OF A 5
 JB1765'X 5 INCH CONCRETE POST FLUSH WITH THE GROUND.  THE
 JB1765'DISK IS UNSTAMPED.
 JB1765'IT IS 9 FEET SOUTHEAST OF A POWER POLE, 15 FEET NORTHEAST OF A 30
 JB1765'INCH OAK TREE, 26
 JB1765'FEET WEST OF THE CENTERLINE OF U S HIGHWAY 45 AND
 JB1765'49 FEET NORTHEAST OF THE NORTHEAST
 JB1765'CORNER OF A HOUSE.
 JB1765'
 JB1765'TO REACH FROM THE LOUISVILLE HIGH SCHOOL IN LOUISVILLE, GO NORTH ON U
 JB1765'S HIGHWAY 45 FOR 4.6 MILES
 JB1765'TO A CROSSROAD.  CONTINUE NORTH ON THE HIGHWAY FOR
 JB1765'3.8 MILES TO A CROSSROAD IN THE
 JB1765'VILLAGE OF HORD.  CONTINUE NORTH ON
 JB1765'THE HIGHWAY FOR 0.1 MILE TO THE STATION ON THE LEFT.
 JB1765'
 JB1765'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HORD THE
 JB1765'DISTANCE BEING 158.81 FEET
 JB1765'AND 48.4067 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0678 ***********************************************************************
 NH0678  DESIGNATION -  ILL 27 WA USGS
 NH0678  PID         -  NH0678
 NH0678  STATE/COUNTY-  IL/CARROLL
 NH0678  USGS QUAD   -  LANARK (1985)
 NH0678
 NH0678                         *CURRENT SURVEY CONTROL
 NH0678  ___________________________________________________________________
 NH0678* NAD 83(1986)-  42 06 53.     (N)    089 48 11.     (W)     SCALED    
 NH0678* NAVD 88     -       254.370  (meters)     834.55   (feet)  ADJUSTED  
 NH0678  ___________________________________________________________________
 NH0678  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NH0678  DYNAMIC HT  -         254.283 (meters)     834.26  (feet)  COMP
 NH0678  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 NH0678
 NH0678  VERT ORDER  -  FIRST     CLASS I
 NH0678
 NH0678.The horizontal coordinates were scaled from a topographic map and have
 NH0678.an estimated accuracy of +/- 6 seconds.
 NH0678
 NH0678.The orthometric height was determined by differential leveling
 NH0678.and adjusted by the National Geodetic Survey in June 1991..
 NH0678
 NH0678.The geoid height was determined by GEOID03.
 NH0678
 NH0678.The dynamic height is computed by dividing the NAVD 88
 NH0678.geopotential number by the normal gravity value computed on the
 NH0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0678.degrees latitude (g = 980.6199 gals.).
 NH0678
 NH0678.The modeled gravity was interpolated from observed gravity values.
 NH0678
 NH0678;                    North         East    Units  Estimated Accuracy
 NH0678;SPC IL W     -   604,890.      730,070.      MT  (+/- 180 meters Scaled)
 NH0678
 NH0678                          SUPERSEDED SURVEY CONTROL
 NH0678
 NH0678  NGVD 29 (??/??/92)  254.405  (m)          834.66   (f) ADJ UNCH    1 1
 NH0678
 NH0678.Superseded values are not recommended for survey control.
 NH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0678.See file dsdata.txt to determine how the superseded data were derived.
 NH0678
 NH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM682663(NAD 83)
 NH0678_MARKER: DD = SURVEY DISK
 NH0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0678_STAMPING: ILL 27 WA 1927 834
 NH0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0678+STABILITY: SURFACE MOTION
 NH0678
 NH0678  HISTORY     - Date     Condition        Report By
 NH0678  HISTORY     - 1927     MONUMENTED       USGS
 NH0678  HISTORY     - 1970     GOOD             NGS
 NH0678  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 NH0678  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NH0678  HISTORY     - 20031004 MARK NOT FOUND   USPSQD
 NH0678
 NH0678                          STATION DESCRIPTION
 NH0678
 NH0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0678'2.2 MI NE FROM LANARK.
 NH0678'ABOUT 1.35 MILES EAST ALONG E. LOCUST STREET AND A GRAVELED
 NH0678'ROAD FROM THE METHODIST CHURCH AT LANARK, THENCE 0.85 MILE
 NH0678'NORTH ALONG A GRAVELED ROAD, AT A CROSSING OF THE ROAD AND THE
 NH0678'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, AND AT A
 NH0678'JUNCTION OF THE ROAD AND A GRAVELED ROAD THAT LEADS NORTHEAST,
 NH0678'21 FEET WEST OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET SOUTHEAST
 NH0678'OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS, 12 FEET
 NH0678'NORTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD AND
 NH0678'THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 16
 NH0678'INCHES.  SECTION 33, T25N, R6E
 NH0678
 NH0678                          STATION RECOVERY (1995)
 NH0678
 NH0678'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0678'MARK NOT FOUND.
 NH0678
 NH0678                          STATION RECOVERY (2001)
 NH0678
 NH0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0678'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0678
 NH0678                          STATION RECOVERY (2003)
 NH0678
 NH0678'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1034 ***********************************************************************
 NH1034  DESIGNATION -  ILL 795
 NH1034  PID         -  NH1034
 NH1034  STATE/COUNTY-  IL/LAKE
 NH1034  USGS QUAD   -  ANTIOCH (1993)
 NH1034
 NH1034                         *CURRENT SURVEY CONTROL
 NH1034  ___________________________________________________________________
 NH1034* NAD 83(1997)-  42 29 43.86418(N)    088 03 03.04359(W)     ADJUSTED  
 NH1034* NAVD 88     -       242.36   (+/-2cm)     795.1    (feet)  VERTCON   
 NH1034  ___________________________________________________________________
 NH1034  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 NH1034  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NH1034
 NH1034  HORZ ORDER  -  SECOND
 NH1034  VERT ORDER  -  THIRD ? (See Below)
 NH1034
 NH1034.The horizontal coordinates were established by classical geodetic methods
 NH1034.and adjusted by the National Geodetic Survey in October 1999..
 NH1034
 NH1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1034.The vertical order pertains to the NGVD 29 superseded value.
 NH1034
 NH1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1034
 NH1034.The geoid height was determined by GEOID03.
 NH1034
 NH1034;                    North         East     Units Scale Factor Converg.
 NH1034;SPC IL E     -   647,181.081   323,221.312   MT  0.99998163   +0 11 27.0
 NH1034;SPC IL E     - 2,123,293.26  1,060,435.25   sFT  0.99998163   +0 11 27.0
 NH1034;SPC WI S     -    56,921.361   760,224.472   MT  1.00005643   +1 20 21.4
 NH1034;SPC WI S     -   186,749.50  2,494,169.79   sFT  1.00005643   +1 20 21.4
 NH1034;UTM  16      - 4,705,330.348   413,649.496   MT  0.99969174   -0 42 35.7
 NH1034
 NH1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1034!SPC IL E     -   0.99996739  x   0.99998163  =   0.99994902
 NH1034!SPC WI S     -   0.99996739  x   1.00005643  =   1.00002382
 NH1034!UTM  16      -   0.99996739  x   0.99969174  =   0.99965914
 NH1034
 NH1034                          SUPERSEDED SURVEY CONTROL
 NH1034
 NH1034  NAD 83(1997)-  42 29 43.86426(N)    088 03 03.04362(W) AD(       ) 2
 NH1034  NAD 83(1997)-  42 29 43.86334(N)    088 03 03.04546(W) AD(       ) 2
 NH1034  NAD 83(1986)-  42 29 43.86027(N)    088 03 03.05619(W) AD(       ) 2
 NH1034  NAD 27      -  42 29 43.79100(N)    088 03 02.75900(W) AD(       ) 2
 NH1034  NGVD 29 (07/19/86)  242.43   (m)          795.4    (f) LEVELING    3  
 NH1034
 NH1034.Superseded values are not recommended for survey control.
 NH1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1034.See file dsdata.txt to determine how the superseded data were derived.
 NH1034
 NH1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1364905330(NAD 83)
 NH1034_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NH1034_SETTING: 0 = UNSPECIFIED SETTING
 NH1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1034
 NH1034  HISTORY     - Date     Condition        Report By
 NH1034  HISTORY     - 1935     MONUMENTED       USGS
 NH1034  HISTORY     - 20060708 GOOD             GEOCAC
 NH1034
 NH1034                          STATION DESCRIPTION
 NH1034
 NH1034'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 NH1034'THE U.S.G.S. MARK IS EASTSOUTHEAST OF THE STATION.  IN THE
 NH1034'ANGLE OF THE ROAD.  IT IS A STANDARD U.S.G.S. BRONZE DISC
 NH1034'MARK ON THE TOP OF AN IRON PIPE AND IS STAMPED ILL-795 (FEET)
 NH1034'AND 1919.  IT IS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 NH1034'TO THE EAST.  35 FEET EAST OF THE CENTERLINE OF THE ROAD TO
 NH1034'THE SOUTH.  65.30 FEET WESTSOUTHWEST OF REFERENCE MARK 1.  AND
 NH1034'PROJECTS 10 INCHES.
 NH1034'
 NH1034'TO REACH FROM ANTIOCH, GO SOUTH AND EAST ON ROUTE 173 2.4
 NH1034'MILES, TURN NORTH, GO 1.6 MILES, TURN EAST AND GO EAST AND
 NH1034'NORTH 0.8 MILE TO THE POINT WHERE THE ROAD TURNS EAST AGAIN
 NH1034'AT THE STATE BOUNDARY AND THE STATION.
 NH1034
 NH1034                          STATION RECOVERY (2006)
 NH1034
 NH1034'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 NH1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2037 ***********************************************************************
 LC2037  DESIGNATION -  ILL PTS 13
 LC2037  PID         -  LC2037
 LC2037  STATE/COUNTY-  IL/PEORIA
 LC2037  USGS QUAD   -  GLASFORD (1996)
 LC2037
 LC2037                         *CURRENT SURVEY CONTROL
 LC2037  ___________________________________________________________________
 LC2037* NAD 83(1997)-  40 37 27.89832(N)    089 52 25.23868(W)     ADJUSTED  
 LC2037* NAVD 88     -       197.92   (+/-2cm)     649.3    (feet)  VERTCON   
 LC2037  ___________________________________________________________________
 LC2037  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LC2037  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC2037
 LC2037  HORZ ORDER  -  FIRST
 LC2037  VERT ORDER  -  THIRD ? (See Below)
 LC2037
 LC2037.The horizontal coordinates were established by classical geodetic methods
 LC2037.and adjusted by the National Geodetic Survey in October 1999..
 LC2037
 LC2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC2037.The vertical order pertains to the NGVD 29 superseded value.
 LC2037
 LC2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2037
 LC2037.The geoid height was determined by GEOID03.
 LC2037
 LC2037;                    North         East     Units Scale Factor Converg.
 LC2037;SPC IL W     -   439,360.560   724,788.661   MT  0.99994874   +0 11 26.8
 LC2037;SPC IL W     - 1,441,468.77  2,377,910.80   sFT  0.99994874   +0 11 26.8
 LC2037;UTM  16      - 4,501,035.584   256,936.950   MT  1.00032726   -1 52 19.1
 LC2037
 LC2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2037!SPC IL W     -   0.99997413  x   0.99994874  =   0.99992287
 LC2037!UTM  16      -   0.99997413  x   1.00032726  =   1.00030138
 LC2037
 LC2037:                Primary Azimuth Mark                     Grid Az
 LC2037:SPC IL W     -  ILL PT 13 AZ MK RESET                    000 23 35.8
 LC2037:UTM  16      -  ILL PT 13 AZ MK RESET                    002 27 21.7
 LC2037
 LC2037|---------------------------------------------------------------------|
 LC2037| PID    Reference Object                     Distance      Geod. Az  |
 LC2037|                                                           dddmmss.s |
 LC2037| CI7556 ILL PT 13 AZ MK RESET                              0003502.6 |
 LC2037| CI7557 ILL PT 13 RM 1                       32.457 METERS 02108     |
 LC2037| CI7559 ILL PT 13 RM 3                      139.238 METERS 08727     |
 LC2037| CI7558 ILL PT 13 RM 2                       24.140 METERS 09503     |
 LC2037| LC2038 GLASFORD MUNICIPAL TANK             APPROX. 7.9 KM 1382230.4 |
 LC2037| CI7560 ILL PT 13 RM 4                       93.486 METERS 18418     |
 LC2037| LD0703 CANTON INTL HARVESTER CO TANK       APPROX.15.5 KM 2390541.0 |
 LC2037| LD0707 CANTON INTL HARVESTER CO STK        APPROX.15.5 KM 2391859.8 |
 LC2037| LD0704 CANTON CEN ILL PUB SERV CO STK      APPROX.15.5 KM 2401116.1 |
 LC2037| LD0706 CANTON MUNICIPAL TANK               APPROX.15.5 KM 2401326.5 |
 LC2037| LC2039 FARMINGTON MUNICIPAL TANK           APPROX.13.0 KM 3092226.7 |
 LC2037| CI7555 ILL PT 13 AZ MK                                    3475139.2 |
 LC2037|---------------------------------------------------------------------|
 LC2037
 LC2037                          SUPERSEDED SURVEY CONTROL
 LC2037
 LC2037  NAD 83(1997)-  40 37 27.90662(N)    089 52 25.23963(W) AD(       ) 1
 LC2037  NAD 83(1986)-  40 37 27.90601(N)    089 52 25.23855(W) AD(       ) 1
 LC2037  NAD 27      -  40 37 27.76800(N)    089 52 24.83800(W) AD(       ) 1
 LC2037  NGVD 29 (07/19/86)  198.01   (m)          649.6    (f) LEVELING    3  
 LC2037
 LC2037.Superseded values are not recommended for survey control.
 LC2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2037.See file dsdata.txt to determine how the superseded data were derived.
 LC2037
 LC2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5693701036(NAD 83)
 LC2037_MARKER: P = PIPE CAP
 LC2037_SETTING: 0 = UNSPECIFIED SETTING
 LC2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC2037+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2000
 LC2037
 LC2037  HISTORY     - Date     Condition        Report By
 LC2037  HISTORY     - 1935     MONUMENTED       USGS
 LC2037  HISTORY     - 1961     GOOD             CGS
 LC2037  HISTORY     - 1969     GOOD             USGS
 LC2037  HISTORY     - 19990221 GOOD             USPSQD
 LC2037  HISTORY     - 20001205 GOOD             CMT
 LC2037
 LC2037                          STATION DESCRIPTION
 LC2037
 LC2037'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CAS)
 LC2037'STATION IS IN THE EXTREME CORNER OF SEC. 6, T 7 N, R 6 E.
 LC2037'IT IS A U.S.G.S. STATION, A STANDARD PIPE WITH A BRASS CAP.
 LC2037'IT IS 6 INCHES N OF 8-INCH FENCE POST, 8 FEET E OF CENTER
 LC2037'LINE OF FARM ENTRANCE, 22 FEET E OF THE FENCE ON THE W SIDE
 LC2037'OF THE FARM ENTRANCE, 26 FEET S OF THE CENTER LINE OF THE
 LC2037'E-W GRAVEL HIGHWAY, AND PROJECTS 14 INCHES.  STATION WAS
 LC2037'ORIGINALLY SET IN 1912.
 LC2037'
 LC2037'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 LC2037'CONCRETE.
 LC2037'
 LC2037'REFERENCE MARK NO. 1 IS NNE OF THE STATION, IN FENCE LINE 31
 LC2037'FEET E OF THE CENTER LINE OF THE N-S ROAD, 72 FEET N OF THE
 LC2037'E-W ROAD.  PROJECTING 4 INCHES.
 LC2037'
 LC2037'REFERENCE MARK NO. 2 IS E OF THE STATION IN OLD FENCE LINE,
 LC2037'30 FEET S OF THE CENTER LINE OF THE E-W ROAD, 8 FEET N OF
 LC2037'A PLOWED FIELD.  PROJECTING 5 INCHES.
 LC2037'
 LC2037'AZIMUTH MARK IS NNW OF STATION IN LINE WITH TELEPHONE POLES
 LC2037'ON THE N SIDE OF THE ROAD, 3 FEET W OF THE SECOND POLE FROM
 LC2037'THE CORNER, AND 30 FEET N OF THE CENTER LINE OF THE ROAD.
 LC2037'
 LC2037'STATION IS REACHED BY GOING N ON A GRADED GRAVEL ROAD 0.5
 LC2037'MILE FROM THE POINT WHERE ROUTE 175 TURNS E IN THE W PART
 LC2037'OF THE TOWN OF GLASFORD, THENCE W ON MAIN ROAD FOR 2.0 MILES
 LC2037'TO CROSSROADS AT SCHOOL.  GO N AND W ON MAIN ROAD 2.8 MILES
 LC2037'TO ANOTHER SCHOOL, CONTINUE W, TURN N FOR 1.1 MILES, THEN
 LC2037'JOG ABOUT 75 YARDS W TO STATION.
 LC2037'
 LC2037'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 LC2037
 LC2037                          STATION RECOVERY (1961)
 LC2037
 LC2037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC2037'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1935
 LC2037'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1,
 LC2037'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE DESTROYED
 LC2037'AS REQUESTED BY THE HIGHWAY CONSTRUCTION ENGINEER.  A SLIGHT
 LC2037'DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION FOR THE
 LC2037'REFERENCE MARKS 1 AND 2.  A NEW AZIMUTH MARK, REFERENCE MARK
 LC2037'NO. 3 AND REFERENCE MARK NO. 4 WERE ESTABLISHED BY THIS
 LC2037'PARTY.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LC2037'
 LC2037'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF PEORIA,
 LC2037'10 MILES NORTHEAST OF CANTON AND 6 MILES NORTHWEST OF GLASFORD.
 LC2037'
 LC2037'TO REACH FROM THE INTERSECTION OF ROUTE 175 AND THE
 LC2037'LANCASTER-TRIVOLI ROAD, LOCATED IN THE CENTER AND WEST EDGE
 LC2037'OF GLASFORD, GO NORTH ON THE MAIN ROAD (LANCASTER-TRIVOLI)
 LC2037'FOR 0.5 MILE, TURN LEFT WITH MAIN ROAD AND CONTINUE WEST FOR
 LC2037'2.0 MILES TO A CROSS ROAD AND SCHOOL, TURN RIGHT AND CONTINUE
 LC2037'NORTHWESTERLY ON MAIN ROAD FOR 2.8 MILES TO ANOTHER SCHOOL,
 LC2037'CONTINUE NORTHERLY FOR 1.1 MILES TO A SITNESS POST AND THE
 LC2037'REFERENCE MARK NO. 3 ON THE RIGHT, THENCE BEAR LEFT FOR 450
 LC2037'FEET TO THE STATION.
 LC2037'
 LC2037'THE STATION IS MARKED WITH A STANDARD U.S.G.S. PIPE AND BRASS
 LC2037'CAP THAT IS STAMPED PRIM TRAV STA NO 13 ILL 1912 AND IT
 LC2037'PROJECTS ABOUT 14 INCHES ABOVE THE GROUND.  IT IS SITUATED
 LC2037'26 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD,
 LC2037'22 FEET EAST OF A FENCE ON THE WEST SIDE OF THE FARM ENTRANCE,
 LC2037'8 FEET FROM THE CENTER OF THE FARM ENTRANCE AND ABOUT 6 INCHES
 LC2037'NORTH OF AN OLD 9-INCH FENCE POST.
 LC2037'
 LC2037'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE DISK SET IN THE
 LC2037'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LC2037'SURFACE OF THE GROUND AND IS STAMPED ILLINOIS P.T. 13 NO 3
 LC2037'1935.  THE MARK IS 42 FEET EAST OF THE EXTENDED
 LC2037'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF THE EDGE OF THE FIELD,
 LC2037'2.3 FEET WEST-NORTHWEST OF A WITNESS POST AND ONE FOOT NORTH
 LC2037'OF A FENCE.
 LC2037'
 LC2037'REFERENCE MARK NO. 4 IS A STANDARD REFERENCE DISK SET IN THE
 LC2037'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LC2037'THE SURFACE OF THE GROUND AND IS STAMPED ILLINOIS P.T. 13
 LC2037'NO 4 1935.  THE MARK IS 77 FEET NORTH-NORTHEAST
 LC2037'OF THE NORTHEAST CORNER OF A HOUSE, 36.6 FEET SOUTH OF A
 LC2037'TELEPHONE POLE, 10 FEET WEST OF THE CENTER OF DRIVEWAY, AND
 LC2037'ONE FOOT NORTH A POWER LINE POLE.
 LC2037'
 LC2037'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP
 LC2037'OF A 12-INCH SQUARE CONCRETE POST THAT IS SET FLUSH WITH
 LC2037'THE SURFACE OF THE GROUND AND IS STAMPED ILLINOIS P.T. 13
 LC2037'1935 RESET 1961.  THE MARK IS 43 FEET SOUTH-SOUTHWEST
 LC2037'OF THE SOUTHWEST CORNER OF A HOUSE, 30 FEET SOUTHEAST OF A
 LC2037'LARGE TREE, 29 FEET WEST OF A GATE LEADING TO THE HOUSE, 10
 LC2037'FEET EAST OF THE CENTER OF DRIVEWAY, AND 2 FEET SOUTH OF
 LC2037'A FENCE CORNER.
 LC2037'
 LC2037'TO REACH FROM THE STATION, GO NORTH FOR 0.3 MILE TO THE HOME
 LC2037'OF MR. OREN F. KEEL SR. AND THE AZIMUTH MARK DESCRIBED.
 LC2037
 LC2037                          STATION RECOVERY (1969)
 LC2037
 LC2037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LC2037'ALL MARKS RECOVERED AS DESCRIBED EXCEPT THAT A NEW PAVED HWY.
 LC2037'HAS NOW CUT OFF THE SECTION OF GRAVEL ROAD WHICH WAS NEAR THE
 LC2037'STATION.  STATION MARK IS NOW 1,074, FEET S. OF THE JUNCTION
 LC2037'OF THE FARM ENTRANCE ROAD AND THE PAVED HWY.
 LC2037'
 LC2037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN EXTREME
 LC2037'CORNER OF SEC. 6, T7N, R6E
 LC2037
 LC2037                          STATION RECOVERY (1999)
 LC2037
 LC2037'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC2037'RECOVERED IN GOOD CONDITION.
 LC2037
 LC2037                          STATION RECOVERY (2000)
 LC2037
 LC2037'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (KWS)
 LC2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0152 ***********************************************************************
 LC0152  DESIGNATION -  ILLINOIS
 LC0152  PID         -  LC0152
 LC0152  STATE/COUNTY-  IL/CHAMPAIGN
 LC0152  USGS QUAD   -  URBANA (1975)
 LC0152
 LC0152                         *CURRENT SURVEY CONTROL
 LC0152  ___________________________________________________________________
 LC0152* NAD 83(1997)-  40 06 02.63171(N)    088 14 00.55252(W)     ADJUSTED  
 LC0152* NAVD 88     -       226.944  (meters)     744.57   (feet)  ADJUSTED  
 LC0152  ___________________________________________________________________
 LC0152  X           -     150,608.215 (meters)                     COMP
 LC0152  Y           -  -4,883,337.827 (meters)                     COMP
 LC0152  Z           -   4,086,672.790 (meters)                     COMP
 LC0152  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 LC0152  ELLIP HEIGHT-         194.90  (meters)          (12/06/04) GPS OBS
 LC0152  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0152  DYNAMIC HT  -         226.829 (meters)     744.19  (feet)  COMP
 LC0152  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 LC0152
 LC0152  HORZ ORDER  -  FIRST
 LC0152  VERT ORDER  -  FIRST     CLASS II
 LC0152  ELLP ORDER  -  FOURTH    CLASS I
 LC0152
 LC0152.The horizontal coordinates were established by GPS observations
 LC0152.and adjusted by the National Geodetic Survey in December 2002..
 LC0152
 LC0152.The orthometric height was determined by differential leveling
 LC0152.and adjusted by the National Geodetic Survey in June 1991..
 LC0152
 LC0152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0152
 LC0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0152
 LC0152.The ellipsoidal height was determined by GPS observations
 LC0152.and is referenced to NAD 83.
 LC0152
 LC0152.The geoid height was determined by GEOID03.
 LC0152
 LC0152.The dynamic height is computed by dividing the NAVD 88
 LC0152.geopotential number by the normal gravity value computed on the
 LC0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0152.degrees latitude (g = 980.6199 gals.).
 LC0152
 LC0152.The modeled gravity was interpolated from observed gravity values.
 LC0152
 LC0152;                    North         East     Units Scale Factor Converg.
 LC0152;SPC IL E     -   381,189.542   308,513.526   MT  0.99997589   +0 03 51.5
 LC0152;SPC IL E     - 1,250,619.36  1,012,181.46   sFT  0.99997589   +0 03 51.5
 LC0152;UTM  16      - 4,439,666.510   394,863.413   MT  0.99973607   -0 47 40.6
 LC0152
 LC0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0152!SPC IL E     -   0.99996943  x   0.99997589  =   0.99994532
 LC0152!UTM  16      -   0.99996943  x   0.99973607  =   0.99970550
 LC0152
 LC0152:                Primary Azimuth Mark                     Grid Az
 LC0152:SPC IL E     -  CHAMPAIGN ST MARYS CATH CH               010 08 28.6
 LC0152:UTM  16      -  CHAMPAIGN ST MARYS CATH CH               011 00 00.7
 LC0152
 LC0152|---------------------------------------------------------------------|
 LC0152| PID    Reference Object                     Distance      Geod. Az  |
 LC0152|                                                           dddmmss.s |
 LC0152| LC1742 CHAMPAIGN ST MARYS CATH CH          APPROX. 1.9 KM 0101220.1 |
 LC0152| LC1749 CHAMPAIGN U ILL HEAT PLT N STK      APPROX. 1.4 KM 0265508.7 |
 LC0152| LC1740 CHAMPAIGN CCC AND ST L RR STK       APPROX. 3.4 KM 0613934.5 |
 LC0152| LC1745 URBANA RADIO STATION WKID MAST      APPROX. 3.7 KM 0930603.1 |
 LC0152| LC1747 URBANA U ILL MICROWAVE TOWER        APPROX. 4.5 KM 1153636.5 |
 LC0152| CI7561 ILLINOIS AZ MK 2                                   1790137.7 |
 LC0152| LC1743 CHAMPAIGN RAD STA WILL E TWR        APPROX. 2.2 KM 1831124.0 |
 LC0152| LC1739 CHAMPAIGN RAD STA WILL W TWR        APPROX. 2.2 KM 1880431.8 |
 LC0152| LC1746 CHAMPAIGN RADIO STA WDWS TWR        APPROX. 2.2 KM 2145336.0 |
 LC0152| LC0153 ILLINOIS RM 4                         6.538 METERS 22713     |
 LC0152| LC1744 CHAMPAIGN ILLINI ELEC COOP TWR      APPROX. 1.1 KM 2512151.8 |
 LC0152| LC0154 ILLINOIS AZ MK                                     2690910.5 |
 LC0152| CI7562 ILLINOIS RM 2                       126.712 METERS 30421     |
 LC0152| LC1738 CHAMPAIGN CITY RAILROAD STACK       APPROX. 2.6 KM 3452112.1 |
 LC0152| LC0155 ILLINOIS RM 3                        66.059 METERS 35915     |
 LC0152| LC0151 ILLINOIS RM 1                        73.823 METERS 35915     |
 LC0152|---------------------------------------------------------------------|
 LC0152
 LC0152                          SUPERSEDED SURVEY CONTROL
 LC0152
 LC0152  ELLIP H (12/18/02)  194.89   (m)                       GP(       ) 4 2
 LC0152  NAD 83(1997)-  40 06 02.63371(N)    088 14 00.55113(W) AD(       ) 1
 LC0152  NAD 83(1997)-  40 06 02.63383(N)    088 14 00.55127(W) AD(       ) 1
 LC0152  NAD 83(1986)-  40 06 02.64396(N)    088 14 00.54662(W) AD(       ) 1
 LC0152  NAD 27      -  40 06 02.52990(N)    088 14 00.36980(W) AD(       ) 1
 LC0152  NAVD 88 (12/18/02)  226.94   (m)          744.6    (f) LEVELING    3  
 LC0152  NGVD 29 (??/??/92)  226.981  (m)          744.69   (f) ADJ UNCH    1 2
 LC0152
 LC0152.Superseded values are not recommended for survey control.
 LC0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0152.See file dsdata.txt to determine how the superseded data were derived.
 LC0152
 LC0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9486339667(NAD 83)
 LC0152_MARKER: DS = TRIANGULATION STATION DISK
 LC0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC0152_STAMPING: ILLINOIS 1934
 LC0152_MARK LOGO: CGS   
 LC0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0152+STABILITY: SURFACE MOTION
 LC0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0152+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 LC0152
 LC0152  HISTORY     - Date     Condition        Report By
 LC0152  HISTORY     - 1934     MONUMENTED       CGS
 LC0152  HISTORY     - 1959     GOOD             CGS
 LC0152  HISTORY     - 1963     GOOD             IL1550
 LC0152  HISTORY     - 1969     GOOD             CGS
 LC0152  HISTORY     - 1969     GOOD             NGS
 LC0152  HISTORY     - 1973     GOOD             NGS
 LC0152  HISTORY     - 1980     GOOD             ILDT
 LC0152  HISTORY     - 1984     GOOD             NGS
 LC0152  HISTORY     - 19840710 GOOD             NGS
 LC0152  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0152  HISTORY     - 20001002 GOOD             LOCSUR
 LC0152  HISTORY     - 20001229 GOOD             ZAMBRA
 LC0152  HISTORY     - 20051202 GOOD             ILDT
 LC0152
 LC0152                          STATION DESCRIPTION
 LC0152
 LC0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC0152'STATION IS LOCATED IN THE CITY OF CHAMPAIGN, ON THE CAMPUS
 LC0152'OF THE UNIVERSITY OF ILLINOIS.  THE MARK IS SET AT THE SE
 LC0152'CORNER OF A PARADE GROUND, AT THE NE CORNER OF A FOOTBALL
 LC0152'PRACTICE FIELD, ABOUT 75 YARDS NE OF THE NE CORNER OF THE
 LC0152'STADIUM, 32-1/2 FEET W OF THE CENTER LINE OF SOUTH 4TH STREET,
 LC0152'14 FEET W OF THE W CURB OF SOUTH 4TH STREET, 249 FEET S OF
 LC0152'THE S CURB OF STADIUM DRIVE, AND IS FLUSH WITH THE SURFACE
 LC0152'OF THE GROUND.
 LC0152'
 LC0152'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC0152'BRONZE DISKS SET IN CONCRETE.
 LC0152'
 LC0152'REFERENCE MARK NO. 1 IS N OF THE STATION, 6-1/2 FEET S OF
 LC0152'THE S CURB OF STADIUM DRIVE, 14-1/2 FEET W OF THE W CURB OF
 LC0152'SOUTH 4TH STREET, IN THE NE CORNER OF THE PARADE GROUND,
 LC0152'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  REFERENCE MARK
 LC0152'NO. 2 IS NW OF THE STATION, AND IN THE TREE LINE ALONG THE W EDGE
 LC0152'OF THE PARADE GROUND NEAR THE NW CORNER.  THE MARK IS 14
 LC0152'FEET E OF THE E CURB OF DRIVE TO THE NE ENTRANCE TO THE
 LC0152'STADIUM, 12-1/2 FEET S OF THE S CURB OF STADIUM DRIVE, 7 FEET
 LC0152'S OF A SMALL ELM TREE MARKING THE NW CORNER OF THE GROUNDS
 LC0152'AND PROJECTS 2 INCHES.
 LC0152'
 LC0152'AZIMUTH MARK IS W OF THE STATION, 83 PACES S OF STADIUM
 LC0152'DRIVE, 23 FEET E OF THE CENTER LINE OF SOUTH 1ST STREET, ABOUT
 LC0152'85 YARDS WNW OF THE NW CORNER OF THE STADIUM, AND IS FLUSH
 LC0152'WITH THE SURFACE OF THE GROUND.
 LC0152
 LC0152                          STATION RECOVERY (1959)
 LC0152
 LC0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0152'STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 LC0152'2 AND THE AZIMUTH MARK WERE ALL RECOVERED AS DESCRIBED AND
 LC0152'FOUND IN GOOD CONDITION.  THE DESCRIPTION FOR THE STATION
 LC0152'IS ADEQUATE.
 LC0152
 LC0152                          STATION RECOVERY (1963)
 LC0152
 LC0152'RECOVERY NOTE BY CITY OF CHAMPAIGN ILLINOIS 1963
 LC0152'STATION RECOVERED BY CITY OF CHAMPAIGN ILL.
 LC0152'
 LC0152'THE STATION, R.M. 1 AND THE AZIMUTH MARK RECOVERED IN GOOD
 LC0152'CONDITION.  R.M. 1 IS TO BE DESTROYED BY CONSTRUCTION.  REFERENCE
 LC0152'MARK 3 WAS ESTABLISHED BY THE CITY OF CHAMPAIGN AND DISK WAS
 LC0152'FURNISHED TO THEM BY THE C AND GS.  REFERENCE MARK 3 IS 32
 LC0152'FEET SOUTH OF THE SOUTH CURB LINE EXTENDED OF PEABODY DR.,
 LC0152'10 FEET WEST OF THE WEST CURB LINE OF SOUTH FOURTH ST. IN
 LC0152'THE NE CORNER OF THE PARADE GROUND AND SET FLUSH WITH SURFACE
 LC0152'OF CONCRETE SIDEWALK.  STAMPED ILLINOIS 1934, 1963 NO. 3.
 LC0152
 LC0152                          STATION RECOVERY (1969)
 LC0152
 LC0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LC0152'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK
 LC0152'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND
 LC0152'AND IS ASSUMED DESTROYED BY CONSTRUCTION.  A BUILDING IS
 LC0152'BEING ERECTED ON LINE TO THE AZIMUTH MARK AND A NO. 2 AZIMUTH
 LC0152'MARK WAS SET ALONG WITH A REFERENCE MARK 4.  THE RADIO TOWERS
 LC0152'MENTIONED IN THE PREVIOUS RECOVERY NOTE WERE DESTROYED BY AN
 LC0152'ICE STORM AND 2 NEW TOWERS WERE BUILT NEAR THEIR LOCATION.
 LC0152'NONE OF THE OTHER OBJECTS MENTIONED ARE VISIBLE AT THIS
 LC0152'TIME.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 3
 LC0152'CHECKED.  A NEW DESCRIPTION FOLLOWS.
 LC0152'
 LC0152'LOCATED ON THE UNIVERSITY OF ILLINOIS CAMPUS ABOUT 0.3 MILE
 LC0152'NORTHEAST OF THE UNIVERSITY STADIUM AT CHAMPAIGN.  IT IS 16
 LC0152'FEET NORTHEAST OF A FENCE CORNER, 13 FEET EAST OF A FENCE,
 LC0152'1/2 FOOT EAST OF THE WEST EDGE OF SIDEWALK, 10 FEET WEST OF
 LC0152'THE WEST CURB OF FOURTH STREET, 7 FEET SOUTHEAST OF A SMALL
 LC0152'MAPLE TREE, 14 FEET NORTH OF THE NORTH EDGE OF WALKWAY TO
 LC0152'STADIUM, 32 FEET NORTHWEST OF A STREET LIGHT, 73 FEET NORTH
 LC0152'OF THE EXTENDED CENTERLINE OF PENNSYLVANIA STREET.  THE
 LC0152'DISK IS STAMPED ILLINOIS 1934 AND THE MONUMENT IS SURROUNDED
 LC0152'BY THE SIDEWALK AND A 12 INCH IN DIAMETER METAL PIPE AND
 LC0152'COVER.  THE MONUMENT IS 8 INCHES BELOW THE LEVEL OF THE
 LC0152'SIDEWALK.
 LC0152'
 LC0152'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ILLINOIS 1934
 LC0152'NO 3 1963 SET FLUSH IN CONCRETE IN A 2 X 3 FOOT SLAB SEPERATE
 LC0152'FROM THE SIDEWALK, 1 FOOT EAST OF THE WEST EDGE OF SIDEWALK
 LC0152'AND WEST EDGE OF THE SLAB, 17 FEET SOUTHEAST OF FENCE CORNER,
 LC0152'32 FEET SOUTH OF THE SOUTH CURB OF PEABODY DRIVE, 9-1/2
 LC0152'FEET WEST OF THE WEST CURB OF FOURTH STREET, 13 FEET WEST
 LC0152'OF THE FENCE.
 LC0152'
 LC0152'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ILLINOIS 1934
 LC0152'NO 4 1969 SET IN A DRILL HOLE IN THE CONCRETE WALKWAY TO
 LC0152'THE STADIUM, 6 FEET SOUTHWEST OF A FENCE CORNER, 5 FEET SOUTH
 LC0152'OF A FENCE, 1/2 FOOT SOUTH OF THE NORTH EDGE OF THE WALKWAY,
 LC0152'TO THE NORTH SIDE OF THE STADIUM, 29 FEET NORTHWEST OF THE
 LC0152'STREET LIGHT AND 26 FEET WEST OF THE WEST EDGE OF THE WEST
 LC0152'CURB OF FOURTH STREET.
 LC0152'
 LC0152'THE AZIMUTH MARK IS 44 FEET SOUTH OF THE CENTERLINE OF FLORIDA
 LC0152'AVE., 28 FEET WEST OF THE CENTERLINE OF FOURTH STREET, 14
 LC0152'FEET NORTHWEST OF A STREET LIGHT, 35 FEET EAST OF THE NORTHEAST
 LC0152'CORNER OF PAVED PARKING LOT, 10 FEET EAST OF THE EAST EDGE
 LC0152'OF SIDEWALK, A STANDARD DISK STAMPED ILLINOIS 1934 NO 2 1969
 LC0152'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE
 LC0152'BASE OF TRAFFIC LIGHT (ABOUT 2 FEET ABOVE THE GROUND).
 LC0152'
 LC0152'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC0152'
 LC0152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHAMPAIGN
 LC0152
 LC0152                          STATION RECOVERY (1969)
 LC0152
 LC0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0152'AT CHAMPAIGN.
 LC0152'LOCATED ON THE UNIVERSITY OF ILLINOIS CAMPUS ABOUT 0.3 MILE NORTHEAST
 LC0152'OF THE STADIUM AT CHAMPAIGN, 16 FEET NORTHEAST OF A FENCE CORNER,
 LC0152'13 FEET EAST OF FENCE, 1/2 FOOT EAST OF THE WEST EDGE OF SIDEWALK,
 LC0152'10 FEET WEST OF THE WEST CURB OF FOURTH STREET, 7 FEET SOUTHEAST
 LC0152'OF A SMALL MAPLE TREE, 14 FEET NORTH OF THE NORTH EDGE OF
 LC0152'WALKWAY TO STADIUM, 32 FEET NORTHWEST OF A STREET LIGHT, 73 FEET
 LC0152'NORTH OF THE EXTENDED CENTERLINE OF PENNSYLVANIA STREET, STAMPED
 LC0152'ILLINOIS 1934 AND THE MONUMENT IS SURROUNDED BY THE SIDEWALK AND
 LC0152'A 12 INCH IN DIAMETER METAL PIPE AND COVER.  THE MONUMENT IS 8
 LC0152'INCHES BELOW THE LEVEL OF THE SIDEWALK.
 LC0152
 LC0152                          STATION RECOVERY (1973)
 LC0152
 LC0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0152'RECOVERED IN GOOD CONDITION.
 LC0152
 LC0152                          STATION RECOVERY (1980)
 LC0152
 LC0152'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980 (RAP)
 LC0152'ILLINOIS 1934 RECOVERED GOOD.
 LC0152'
 LC0152'ILLINOIS 1934 NO 2 1969 RECOVERED GOOD.
 LC0152'
 LC0152'ILLINOIS 1934 NO 3 1963 RECOVERED GOOD.
 LC0152'
 LC0152'ILLINOIS 1934 NO 4 1969 RECOVERED GOOD.
 LC0152'
 LC0152'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHAMPAIGN.
 LC0152
 LC0152                          STATION RECOVERY (1984)
 LC0152
 LC0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LC0152'RECOVERED IN GOOD CONDITION.
 LC0152
 LC0152                          STATION RECOVERY (1984)
 LC0152
 LC0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LC0152'THE STATION MARK, RMS 3 AND 4 AND THE AZ MK WERE RECOVERED IN GOOD
 LC0152'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE RMS CHECKED THE OLD
 LC0152'DATA.  DUE TO CONSTRUCTION, A NEW AZ MK 3 WAS ESTABLISHED AT THIS
 LC0152'TIME.  AZ MK 2 WAS DESTROYED.  THE DESCRIPTION FOR THIS STATION IS
 LC0152'STILL ADEQUATE.
 LC0152' 
 LC0152'THE STATION IS A STANDARD NGS DISK STAMPED---ILLINOIS 1934---, SET
 LC0152'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (35 CM) IN
 LC0152'DIAMETER, RECESSED 8 INCHES (24 CM) BELOW THE GROUND.  NOTE,
 LC0152'SURROUNDED BY SIDEWALK AND A 12 INCH IN DIAMETER METAL PIPE WITH
 LC0152'COVER.  THE STATION IS LOCATED 0.152 METERS (0.499 FT) E FROM THE W
 LC0152'EDGE OF SIDEWALK, 3.048 METERS (10.000 FT) W FROM THE W CURB OF FOURTH
 LC0152'STREET, 4.267 METERS (13.999 FT) N FROM THE N EDGE OF WALKWAY TO
 LC0152'STADIUM, 22.250 METERS (72.999 FT) N FROM THE EXTENDED CENTERLINE OF
 LC0152'PENNSYLVANIA STREET AND 6.401 METERS (21.001 FT) S FROM THE S EDGE OF
 LC0152'ENTRANCE TO A PARKING AREA.  RM NO 3, IS A STANDARD NGS DISK
 LC0152'STAMPED---ILLINOIS 1934 NO 3 1963---, SET FLUSH IN CONCRETE IN A 2 FT
 LC0152'(0.6 M) BY 3 FT (0.9 M) SLAB, SEPERATE FROM SIDEWALK.  THE STATION IS
 LC0152'LOCATED 0.305 METERS (1.001 FT) E FROM THE W EDGE OF SIDEWALK AND W
 LC0152'EDGE OF THE SLAB, 9.754 METERS (32.001 FT) S FROM THE S CURB OF
 LC0152'PEABODY DRIVE AND 2.926 METERS (9.600 FT) W FROM THE W CURB OF FOURTH
 LC0152'STREET, AND LEVEL WITH THE STATION.  RM NO 4, IS A STANDARD CGS DISK
 LC0152'STAMPED---ILLINOIS 1934 NO 4 1969---, SET IN A DRILL HOLE IN THE
 LC0152'CONCRETE SIDEWALK TO STADIUM.  THE STATION IS LOCATED 0.152 METERS
 LC0152'(0.499 FT) S FROM THE N EDGE OF THE WALKWAY TO THE N SIDE OF THE
 LC0152'STADIUM, 7.925 METERS (26.001 FT) W FROM THE W EDGE OF W CURB OF
 LC0152'FOURTH STREET, AND LEVEL WITH THE STATION.  AZ MK NO 3, IS A STANDARD
 LC0152'NGS DISK STAMPED---ILLINOIS 1934 NO 3 1984---, SET INTO A DRILL HOLE
 LC0152'IN THE E EDGE OF SIDEWALK.  THE STATION IS LOCATED 5.060 METERS
 LC0152'(16.601 FT) W FROM THE W CURB OF FOURTH STREET, 1.524 METERS (5.000
 LC0152'FT) W FROM AN 8 INCH MAPLE TREE, 6.096 METERS (20.000 FT) E FROM A N-S
 LC0152'FENCE LINE AND 17.678 METERS (57.999 FT) S FROM THE S CURB OF FLORIDA
 LC0152'AVENUE.  TO REACH THE AZ MK FROM THE STATION, GO S ON FOURTH STREET
 LC0152'FOR 0.32 KM (0.20 MI) TO MARK ON RIGHT JUST AFTER CROSSING FLORIDA
 LC0152'AVENUE.
 LC0152
 LC0152                          STATION RECOVERY (1986)
 LC0152
 LC0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0152'NOTE--THERE IS A NEW SIDEWALK AT THIS LOCATION.
 LC0152
 LC0152                          STATION RECOVERY (2000)
 LC0152
 LC0152'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (DSC)
 LC0152'ILLINOIS 1934 RECOVERED IN GOOD CONDITION, SMALL MAPLE TREE HAS BEEN
 LC0152'CUT DOWN, MONUMENT IS INSIDE A VAULT, 8 INCHES BELOW THE SIDEWALK AS
 LC0152'NOTED IN THE 1969 RECOVERY, AND 32 FEET WEST OF THE CENTERLINE OF
 LC0152'FOURTH STREET.  REFERENCE MARKS NOT SEARCHED FOR.
 LC0152
 LC0152                          STATION RECOVERY (2000)
 LC0152
 LC0152'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC0152'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC0152'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC0152' 
 LC0152'
 LC0152
 LC0152                          STATION RECOVERY (2005)
 LC0152
 LC0152'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0152'RM 1 NOT FOUND
 LC0152'RM 2 NOT FOUND
 LC0152'RM 3 FOUND GOOD
 LC0152'RM 4 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0154 ***********************************************************************
 LC0154  DESIGNATION -  ILLINOIS AZ MK
 LC0154  PID         -  LC0154
 LC0154  STATE/COUNTY-  IL/CHAMPAIGN
 LC0154  USGS QUAD   -  URBANA (1975)
 LC0154
 LC0154                         *CURRENT SURVEY CONTROL
 LC0154  ___________________________________________________________________
 LC0154* NAD 83(1986)-  40 06 03.     (N)    088 14 18.     (W)     SCALED    
 LC0154* NAVD 88     -       223.630  (meters)     733.69   (feet)  ADJUSTED  
 LC0154  ___________________________________________________________________
 LC0154  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0154  DYNAMIC HT  -         223.517 (meters)     733.32  (feet)  COMP
 LC0154  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 LC0154
 LC0154  VERT ORDER  -  FIRST     CLASS II
 LC0154
 LC0154.The horizontal coordinates were scaled from a topographic map and have
 LC0154.an estimated accuracy of +/- 6 seconds.
 LC0154
 LC0154.The orthometric height was determined by differential leveling
 LC0154.and adjusted by the National Geodetic Survey in June 1991..
 LC0154
 LC0154.The geoid height was determined by GEOID03.
 LC0154
 LC0154.The dynamic height is computed by dividing the NAVD 88
 LC0154.geopotential number by the normal gravity value computed on the
 LC0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0154.degrees latitude (g = 980.6199 gals.).
 LC0154
 LC0154.The modeled gravity was interpolated from observed gravity values.
 LC0154
 LC0154;                    North         East    Units  Estimated Accuracy
 LC0154;SPC IL E     -   381,200.      308,100.      MT  (+/- 180 meters Scaled)
 LC0154
 LC0154                          SUPERSEDED SURVEY CONTROL
 LC0154
 LC0154  NGVD 29 (??/??/92)  223.667  (m)          733.81   (f) ADJ UNCH    1 2
 LC0154
 LC0154.Superseded values are not recommended for survey control.
 LC0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0154.See file dsdata.txt to determine how the superseded data were derived.
 LC0154
 LC0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK944396(NAD 83)
 LC0154_MARKER: DZ = AZIMUTH MARK DISK
 LC0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0154_SP_SET: CONCRETE POST
 LC0154_STAMPING: ILLINOIS AZIMUTH 1934
 LC0154_MARK LOGO: CGS   
 LC0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0154+STABILITY: SURFACE MOTION
 LC0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0154+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 LC0154
 LC0154  HISTORY     - Date     Condition        Report By
 LC0154  HISTORY     - 1934     MONUMENTED       CGS
 LC0154  HISTORY     - 1954     GOOD             NGS
 LC0154  HISTORY     - 1969     GOOD             NGS
 LC0154  HISTORY     - 1986     GOOD             NGS
 LC0154  HISTORY     - 19990701 GOOD             BCA
 LC0154  HISTORY     - 20051202 GOOD             ILDT
 LC0154
 LC0154                          STATION DESCRIPTION
 LC0154
 LC0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0154'AT CHAMPAIGN.
 LC0154'AT CHAMPAIGN, NEAR THE NORTHWEST CORNER OF GROUNDS OF FOOTBALL
 LC0154'STADIUM OF UNIVERSITY OF ILLINOIS, 5.8 FEET EAST OF EAST CURB
 LC0154'LINE OF SOUTH FIRST STREET, 260 FEET SOUTH OF SOUTH CURB LINE OF
 LC0154'PEABODY DRIVE, 37 FEET SOUTH OF THE THIRD ELM TREE SOUTH OF
 LC0154'PEABODY DRIVE, 24 FEET NORTH OF THE 4TH ELM TREE SOUTH OF PEABODY
 LC0154'DRIVE, ABOUT 1 1/2 FEET ABOVE LEVEL OF SOUTH FIRST STREET AND SET
 LC0154'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 LC0154
 LC0154                          STATION RECOVERY (1969)
 LC0154
 LC0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0154'RECOVERED IN GOOD CONDITION.
 LC0154
 LC0154                          STATION RECOVERY (1986)
 LC0154
 LC0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0154'RECOVERED IN GOOD CONDITION.
 LC0154
 LC0154                          STATION RECOVERY (1999)
 LC0154
 LC0154'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1999 (CEW)
 LC0154'STATION IS 23.5 FEET EAST OF THE CENTERLINE OF FIRST STREET, 5.8 FEET
 LC0154'NORTHEAST OF A STREET LIGHT, 2.5 FEET NORTHWEST OF THE 9TH FENCE POST
 LC0154'SOUTH OF THE NORTH END OF A POST AND CHAIN FENCE
 LC0154
 LC0154                          STATION RECOVERY (2005)
 LC0154
 LC0154'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7900 ***********************************************************************
 DF7900  CBN         -  This is a Cooperative Base Network Control Station.
 DF7900  DESIGNATION -  ILLINOIS BEACH
 DF7900  PID         -  DF7900
 DF7900  STATE/COUNTY-  IL/LAKE
 DF7900  USGS QUAD   -  ZION (1993)
 DF7900
 DF7900                         *CURRENT SURVEY CONTROL
 DF7900  ___________________________________________________________________
 DF7900* NAD 83(1997)-  42 25 35.98248(N)    087 48 16.05053(W)     ADJUSTED  
 DF7900* NAVD 88     -       181.4    (meters)     595.     (feet)  GPS OBS   
 DF7900  ___________________________________________________________________
 DF7900  X           -     180,642.036 (meters)                     COMP
 DF7900  Y           -  -4,711,803.347 (meters)                     COMP
 DF7900  Z           -   4,280,804.057 (meters)                     COMP
 DF7900  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DF7900  ELLIP HEIGHT-         146.94  (meters)          (09/15/03) GPS OBS
 DF7900  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DF7900
 DF7900  HORZ ORDER  -  A
 DF7900  ELLP ORDER  -  FOURTH    CLASS I
 DF7900
 DF7900.The horizontal coordinates were established by GPS observations
 DF7900.and adjusted by the National Geodetic Survey in September 2003..
 DF7900
 DF7900.The orthometric height was determined by GPS observations and a
 DF7900.high-resolution geoid model.
 DF7900
 DF7900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7900
 DF7900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7900
 DF7900.The ellipsoidal height was determined by GPS observations
 DF7900.and is referenced to NAD 83.
 DF7900
 DF7900.The geoid height was determined by GEOID03.
 DF7900
 DF7900;                    North         East     Units Scale Factor Converg.
 DF7900;SPC IL E     -   639,629.438   343,522.726   MT  0.99999830   +0 21 24.5
 DF7900;SPC IL E     - 2,098,517.58  1,127,040.81   sFT  0.99999830   +0 21 24.5
 DF7900;UTM  16      - 4,697,463.198   433,823.369   MT  0.99965388   -0 32 33.9
 DF7900
 DF7900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7900!SPC IL E     -   0.99997696  x   0.99999830  =   0.99997526
 DF7900!UTM  16      -   0.99997696  x   0.99965388  =   0.99963084
 DF7900
 DF7900                          SUPERSEDED SURVEY CONTROL
 DF7900
 DF7900.No superseded survey control is available for this station.
 DF7900
 DF7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3382397463(NAD 83)
 DF7900_MARKER: DD = SURVEY DISK
 DF7900_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF7900_STAMPING: IL BEACH 2002
 DF7900_MARK LOGO: ILDW  
 DF7900_PROJECTION: FLUSH
 DF7900_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DF7900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7900+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 DF7900
 DF7900  HISTORY     - Date     Condition        Report By
 DF7900  HISTORY     - 20020530 MONUMENTED       ILDW
 DF7900
 DF7900                          STATION DESCRIPTION
 DF7900
 DF7900'DESCRIBED BY ILLINOIS DIVISION OF WATERWAYS 2002 (PS)
 DF7900'THE STATION IS LOCATED IN LAKE COUNTY,  IN SECTION 26 , TOWNSHIP 46
 DF7900'NORTH, RANGE 12 EAST OF THE 3RD
 DF7900'PRINCIPAL MERIDIAN.  TO REACH GO 0.5 MILES EAST ON WADSWORTH ROAD FROM
 DF7900'ROUTE 137/SHERIDAN
 DF7900'ROAD,  THEN LEFT AT THE PARK ROAD FOR 0.6 MILES TO A CROSS ROAD.  GO
 DF7900'RIGHT ( SOUTH ) 0.3  MILES TO THE
 DF7900'PARK OFFICE ENTRANCE TO THE LEFT ( EAST ), GO 0.10 MILES TO THE
 DF7900'STATION.  STATION IS 5 FEET EAST OF
 DF7900'THE EAST EDGE OF AN ASPHALT PARKING LOT AND 41 FEET NORTHEAST OF THE
 DF7900'NORTHEAST CORNER OF A
 DF7900'BRICK OFFICE BUILDING IN LINE WITH THE EAST BUILDING FACE , SET FLUSH
 DF7900'WITH THE GROUND AND MARKED
 DF7900'WITH A WITNESS POST.
 DF7900' 
 DF7900'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1784 ***********************************************************************
 JB1784  DESIGNATION -  ILLINOIS BELL TEL KSJ 57 MAST
 JB1784  PID         -  JB1784
 JB1784  STATE/COUNTY-  IL/MARION
 JB1784  USGS QUAD   -  IUKA (1965)
 JB1784
 JB1784                         *CURRENT SURVEY CONTROL
 JB1784  ___________________________________________________________________
 JB1784* NAD 83(1997)-  38 31 13.23817(N)    088 49 46.05285(W)     ADJUSTED  
 JB1784* NAVD 88     -                                                        
 JB1784  ___________________________________________________________________
 JB1784  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 JB1784  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JB1784
 JB1784  HORZ ORDER  -  THIRD
 JB1784
 JB1784.The horizontal coordinates were established by classical geodetic methods
 JB1784.and adjusted by the National Geodetic Survey in October 1999..
 JB1784
 JB1784
 JB1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1784
 JB1784.The geoid height was determined by GEOID03.
 JB1784
 JB1784;                    North         East     Units Scale Factor Converg.
 JB1784;SPC IL E     -   205,848.979   256,734.710   MT  0.99999804   -0 18 32.4
 JB1784;SPC IL E     -   675,356.19    842,303.79   sFT  0.99999804   -0 18 32.4
 JB1784;UTM  16      - 4,265,136.884   340,513.793   MT  0.99991324   -1 08 22.6
 JB1784
 JB1784                          SUPERSEDED SURVEY CONTROL
 JB1784
 JB1784  NAD 83(1986)-  38 31 13.25261(N)    088 49 46.05011(W) AD(       ) 4
 JB1784  NAD 27      -  38 31 13.08129(N)    088 49 45.83916(W) AD(       ) 3
 JB1784
 JB1784.Superseded values are not recommended for survey control.
 JB1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1784.See file dsdata.txt to determine how the superseded data were derived.
 JB1784
 JB1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4051465137(NAD 83)
 JB1784_MARKER: 42 = RADIO/TV MAST
 JB1784
 JB1784  HISTORY     - Date     Condition        Report By
 JB1784  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1784
 JB1784                          STATION DESCRIPTION
 JB1784
 JB1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1784'THE STATION IS THE RED LIGHT ATOP THE MAST.  LOCATED ABOUT 4.5 MILES
 JB1784'NORTHEAST OF KELL,
 JB1784'7 MILES SOUTH-SOUTHWEST OF IUKA, 10 MILES
 JB1784'SOUTHEAST OF SALEM AND OWNED BY
 JB1784'ILLINOIS BELL TELEPHONE CO.  IT IS A
 JB1784'GUYED STEEL STRUCTURE PAINTED IN ALTERNATE
 JB1784'SECTIONS OF RED AND WHITE.
 JB1784'THE OVERALL HEIGHT IS 200 FEET.
 JB1784'
 JB1784'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 161 ABOUT 7.5
 JB1784'MILES SOUTH OF SALEM, GO
 JB1784'EAST ON A PAVED ROAD FOR 4.1 MILES TO A SIDE ROAD LEFT.
 JB1784'CONTINUE EAST ON THE PAVED ROAD
 JB1784'FOR 2.0 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0151 ***********************************************************************
 LC0151  DESIGNATION -  ILLINOIS RM 1
 LC0151  PID         -  LC0151
 LC0151  STATE/COUNTY-  IL/CHAMPAIGN
 LC0151  USGS QUAD   -  URBANA (1975)
 LC0151
 LC0151                         *CURRENT SURVEY CONTROL
 LC0151  ___________________________________________________________________
 LC0151* NAD 83(1986)-  40 06 02.     (N)    088 14 00.     (W)     SCALED    
 LC0151* NAVD 88     -       226.494  (meters)     743.09   (feet)  ADJUSTED  
 LC0151  ___________________________________________________________________
 LC0151  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0151  DYNAMIC HT  -         226.379 (meters)     742.71  (feet)  COMP
 LC0151  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 LC0151
 LC0151  VERT ORDER  -  FIRST     CLASS II
 LC0151
 LC0151.The horizontal coordinates were scaled from a topographic map and have
 LC0151.an estimated accuracy of +/- 6 seconds.
 LC0151
 LC0151.The orthometric height was determined by differential leveling
 LC0151.and adjusted by the National Geodetic Survey in June 1991..
 LC0151
 LC0151.The geoid height was determined by GEOID03.
 LC0151
 LC0151.The dynamic height is computed by dividing the NAVD 88
 LC0151.geopotential number by the normal gravity value computed on the
 LC0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0151.degrees latitude (g = 980.6199 gals.).
 LC0151
 LC0151.The modeled gravity was interpolated from observed gravity values.
 LC0151
 LC0151;                    North         East    Units  Estimated Accuracy
 LC0151;SPC IL E     -   381,170.      308,530.      MT  (+/- 180 meters Scaled)
 LC0151
 LC0151                          SUPERSEDED SURVEY CONTROL
 LC0151
 LC0151  NGVD 29 (??/??/92)  226.531  (m)          743.21   (f) ADJ UNCH    1 2
 LC0151
 LC0151.Superseded values are not recommended for survey control.
 LC0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0151.See file dsdata.txt to determine how the superseded data were derived.
 LC0151
 LC0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK948396(NAD 83)
 LC0151_MARKER: DR = REFERENCE MARK DISK
 LC0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0151_STAMPING: ILLINOIS NO 1 1934
 LC0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0151+STABILITY: SURFACE MOTION
 LC0151
 LC0151  HISTORY     - Date     Condition        Report By
 LC0151  HISTORY     - 1934     MONUMENTED       CGS
 LC0151  HISTORY     - 1954     GOOD             NGS
 LC0151  HISTORY     - 1963     POOR             NGS
 LC0151  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0151
 LC0151                          STATION DESCRIPTION
 LC0151
 LC0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0151'AT CHAMPAIGN.
 LC0151'AT CHAMPAIGN, AT INTERSECTION OF SOUTH FOURTH STREET AND PEABODY
 LC0151'DRIVE, 14 1/2 FEET WEST OF WEST CURB LINE OF SOUTH FOURTH STREET,
 LC0151'6 1/2 FEET SOUTH OF SOUTH CURB LINE OF PEABODY DRIVE, 242.5 FEET
 LC0151'NORTH OF STATION MARK, 340.25 FEET EAST OF RM NO. 2, ABOUT 0.7
 LC0151'FOOT ABOVE LEVEL OF STREETS AND SET IN THE TOP OF A CONCRETE
 LC0151'POST ABOUT FLUSH WITH GROUND.  NOTE-- TO BE DESTROYED BY CONSTRUCTION.
 LC0151
 LC0151                          STATION RECOVERY (1963)
 LC0151
 LC0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LC0151'MARK RECOVERED IN POOR CONDITION.
 LC0151
 LC0151                          STATION RECOVERY (1986)
 LC0151
 LC0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0151'THERE IS A NEW SIDEWALK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0155 ***********************************************************************
 LC0155  DESIGNATION -  ILLINOIS RM 3
 LC0155  PID         -  LC0155
 LC0155  STATE/COUNTY-  IL/CHAMPAIGN
 LC0155  USGS QUAD   -  URBANA (1975)
 LC0155
 LC0155                         *CURRENT SURVEY CONTROL
 LC0155  ___________________________________________________________________
 LC0155* NAD 83(1986)-  40 06 02.     (N)    088 14 00.     (W)     SCALED    
 LC0155* NAVD 88     -       226.76   (meters)     744.0    (feet)  RESET     
 LC0155  ___________________________________________________________________
 LC0155  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0155
 LC0155  VERT ORDER  -  THIRD
 LC0155
 LC0155.The horizontal coordinates were scaled from a topographic map and have
 LC0155.an estimated accuracy of +/- 6 seconds.
 LC0155
 LC0155.The orthometric height was computed from unverified reset data.
 LC0155.No vertical observational check was made to the station.
 LC0155
 LC0155.The geoid height was determined by GEOID03.
 LC0155
 LC0155;                    North         East    Units  Estimated Accuracy
 LC0155;SPC IL E     -   381,170.      308,530.      MT  (+/- 180 meters Scaled)
 LC0155
 LC0155                          SUPERSEDED SURVEY CONTROL
 LC0155
 LC0155  NGVD 29 (??/??/??)  226.80   (m)          744.1    (f) RESET       3  
 LC0155
 LC0155.Superseded values are not recommended for survey control.
 LC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0155.See file dsdata.txt to determine how the superseded data were derived.
 LC0155
 LC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK948396(NAD 83)
 LC0155_MARKER: DR = REFERENCE MARK DISK
 LC0155_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LC0155_SP_SET: SIDEWALK
 LC0155_STAMPING: ILLINOIS 1934 NO 3 1963
 LC0155_MARK LOGO: CGS   
 LC0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0155
 LC0155  HISTORY     - Date     Condition        Report By
 LC0155  HISTORY     - 1963     MONUMENTED       LOCENG
 LC0155  HISTORY     - 1965     GOOD             NGS
 LC0155  HISTORY     - 1973     GOOD             NGS
 LC0155  HISTORY     - 1984     GOOD             NGS
 LC0155  HISTORY     - 1986     GOOD             NGS
 LC0155
 LC0155                          STATION DESCRIPTION
 LC0155
 LC0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LC0155'AT CHAMPAIGN.
 LC0155'AT CHAMPAIGN, AT THE INTERSECTION OF SOUTH FOURTH STREET AND
 LC0155'PEABODY DRIVE, 216.74 FEET NORTH OF TRIANGULATION STATION ILLINOIS,
 LC0155'32 FEET SOUTH OF THE SOUTH CURB LINE EXTENDED OF PEABODY DRIVE,
 LC0155'10 FEET WEST OF THE WEST CURB LINE OF SOUTH FOURTH STREET, IN THE
 LC0155'NORTHEAST CORNER OF THE PARADE GROUND, SET FLUSH WITH SURFACE
 LC0155'OF CONCRETE SIDEWALK.
 LC0155
 LC0155                          STATION RECOVERY (1973)
 LC0155
 LC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0155'RECOVERED IN GOOD CONDITION.
 LC0155
 LC0155                          STATION RECOVERY (1984)
 LC0155
 LC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LC0155'RECOVERED IN GOOD CONDITION.
 LC0155
 LC0155                          STATION RECOVERY (1986)
 LC0155
 LC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0153 ***********************************************************************
 LC0153  DESIGNATION -  ILLINOIS RM 4
 LC0153  PID         -  LC0153
 LC0153  STATE/COUNTY-  IL/CHAMPAIGN
 LC0153  USGS QUAD   -  URBANA (1975)
 LC0153
 LC0153                         *CURRENT SURVEY CONTROL
 LC0153  ___________________________________________________________________
 LC0153* NAD 83(1986)-  40 06 02.     (N)    088 14 00.     (W)     SCALED    
 LC0153* NAVD 88     -       225.274  (meters)     739.09   (feet)  ADJUSTED  
 LC0153  ___________________________________________________________________
 LC0153  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0153  DYNAMIC HT  -         225.160 (meters)     738.71  (feet)  COMP
 LC0153  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 LC0153
 LC0153  VERT ORDER  -  FIRST     CLASS II
 LC0153
 LC0153.The horizontal coordinates were scaled from a topographic map and have
 LC0153.an estimated accuracy of +/- 6 seconds.
 LC0153
 LC0153.The orthometric height was determined by differential leveling
 LC0153.and adjusted by the National Geodetic Survey in June 1991..
 LC0153
 LC0153.The geoid height was determined by GEOID03.
 LC0153
 LC0153.The dynamic height is computed by dividing the NAVD 88
 LC0153.geopotential number by the normal gravity value computed on the
 LC0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0153.degrees latitude (g = 980.6199 gals.).
 LC0153
 LC0153.The modeled gravity was interpolated from observed gravity values.
 LC0153
 LC0153;                    North         East    Units  Estimated Accuracy
 LC0153;SPC IL E     -   381,170.      308,530.      MT  (+/- 180 meters Scaled)
 LC0153
 LC0153                          SUPERSEDED SURVEY CONTROL
 LC0153
 LC0153  NGVD 29 (??/??/92)  225.31   (m)          739.2    (f) COMPUTED    1 2
 LC0153
 LC0153.Superseded values are not recommended for survey control.
 LC0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0153.See file dsdata.txt to determine how the superseded data were derived.
 LC0153
 LC0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK948396(NAD 83)
 LC0153_MARKER: DR = REFERENCE MARK DISK
 LC0153_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LC0153_SP_SET: SIDEWALK
 LC0153_STAMPING: ILLINOIS 1934 NO 4 1969
 LC0153_MARK LOGO: CGS   
 LC0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0153
 LC0153  HISTORY     - Date     Condition        Report By
 LC0153  HISTORY     - 1969     MONUMENTED       CGS
 LC0153  HISTORY     - 1973     GOOD             NGS
 LC0153  HISTORY     - 1984     MARK NOT FOUND   NGS
 LC0153  HISTORY     - 1986     GOOD             NGS
 LC0153
 LC0153                          STATION DESCRIPTION
 LC0153
 LC0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0153'AT CHAMPAIGN.
 LC0153'A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE CONCRETE
 LC0153'WALKWAY LEADING TO THE NORTH END OF THE UNIVERSITY OF ILLINOIS
 LC0153'STADIUM, 6 FEET SOUTHWEST OF A FENCE CORNER, 5 FEET SOUTH OF A
 LC0153'FENCE, 1/2 FOOT SOUTH OF THE NORTH EDGE OF THE WALKWAY, 29 FEET
 LC0153'NORTHEAST OF A STREET LIGHT AND 26 FEET WEST OF THE WEST CURB OF
 LC0153'FOURTH STREET.
 LC0153
 LC0153                          STATION RECOVERY (1973)
 LC0153
 LC0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0153'RECOVERED IN GOOD CONDITION.
 LC0153
 LC0153                          STATION RECOVERY (1984)
 LC0153
 LC0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LC0153'MARK NOT FOUND.
 LC0153
 LC0153                          STATION RECOVERY (1986)
 LC0153
 LC0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0848 ***********************************************************************
 MF0848  DESIGNATION -  IM 21 ILDW
 MF0848  PID         -  MF0848
 MF0848  STATE/COUNTY-  IL/LA SALLE
 MF0848  USGS QUAD   -  LA SALLE (1993)
 MF0848
 MF0848                         *CURRENT SURVEY CONTROL
 MF0848  ___________________________________________________________________
 MF0848* NAD 83(1986)-  41 20 24.     (N)    089 00 36.     (W)     SCALED    
 MF0848* NAVD 88     -       146.324  (meters)     480.06   (feet)  ADJUSTED  
 MF0848  ___________________________________________________________________
 MF0848  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF0848  DYNAMIC HT  -         146.266 (meters)     479.87  (feet)  COMP
 MF0848  MODELED GRAV-     980,224.2   (mgal)                       NAVD 88
 MF0848
 MF0848  VERT ORDER  -  FIRST     CLASS II
 MF0848
 MF0848.The horizontal coordinates were scaled from a topographic map and have
 MF0848.an estimated accuracy of +/- 6 seconds.
 MF0848
 MF0848.The orthometric height was determined by differential leveling
 MF0848.and adjusted by the National Geodetic Survey in June 1991..
 MF0848
 MF0848.The geoid height was determined by GEOID03.
 MF0848
 MF0848.The dynamic height is computed by dividing the NAVD 88
 MF0848.geopotential number by the normal gravity value computed on the
 MF0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0848.degrees latitude (g = 980.6199 gals.).
 MF0848
 MF0848.The modeled gravity was interpolated from observed gravity values.
 MF0848
 MF0848;                    North         East    Units  Estimated Accuracy
 MF0848;SPC IL E     -   519,020.      243,360.      MT  (+/- 180 meters Scaled)
 MF0848
 MF0848                          SUPERSEDED SURVEY CONTROL
 MF0848
 MF0848  NGVD 29 (??/??/92)  146.39   (m)          480.3    (f) COMPUTED    1 2
 MF0848
 MF0848.Superseded values are not recommended for survey control.
 MF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0848.See file dsdata.txt to determine how the superseded data were derived.
 MF0848
 MF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL318784(NAD 83)
 MF0848_MARKER: DD = SURVEY DISK
 MF0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0848_SP_SET: BRIDGE
 MF0848_STAMPING: I + M 21 480.718
 MF0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0848
 MF0848  HISTORY     - Date     Condition        Report By
 MF0848  HISTORY     - UNK      MONUMENTED       ILDW
 MF0848  HISTORY     - 1960     GOOD             NGS
 MF0848  HISTORY     - 19970716 GOOD             USPSQD
 MF0848  HISTORY     - 19980809 GOOD             USPSQD
 MF0848  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 MF0848
 MF0848                          STATION DESCRIPTION
 MF0848
 MF0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0848'AT UTICA.
 MF0848'AT UTICA, 0.05 MILE SOUTH ALONG STATE HIGHWAY 178 FROM THE
 MF0848'INTERSECTION OF E. CANAL. STREET, IN S-9, R-2E, T-33N, IN
 MF0848'TOP OF THE SOUTHEAST WING WALL OF HIGHWAY 178 CONCRETE BRIDGE
 MF0848'OVER ABANDONED ILLINOIS AND MICHIGAN CANAL, 22 1/2 FEET EAST
 MF0848'OF THE CENTER LINE OF HIGHWAY, 0.6 FOOT EAST OF THE SOUTH
 MF0848'END OF CONCRETE BANISTER, AND LEVEL WITH BRIDGE SIDEWALK.
 MF0848
 MF0848                          STATION RECOVERY (1997)
 MF0848
 MF0848'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0848'RECOVERED IN GOOD CONDITION.
 MF0848
 MF0848                          STATION RECOVERY (1998)
 MF0848
 MF0848'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0848'RECOVERED IN GOOD CONDITION.
 MF0848
 MF0848                          STATION RECOVERY (2002)
 MF0848
 MF0848'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0848'BRIDGE RECONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1556 ***********************************************************************
 MF1556  DESIGNATION -  IMMANUEL EV LUTH CH SPIRE
 MF1556  PID         -  MF1556
 MF1556  STATE/COUNTY-  IL/LEE
 MF1556  USGS QUAD   -  COMPTON (1993)
 MF1556
 MF1556                         *CURRENT SURVEY CONTROL
 MF1556  ___________________________________________________________________
 MF1556* NAD 83(1997)-  41 38 29.62530(N)    089 05 26.06993(W)     ADJUSTED  
 MF1556* NAVD 88     -                                                        
 MF1556  ___________________________________________________________________
 MF1556  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MF1556  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1556
 MF1556  HORZ ORDER  -  THIRD
 MF1556
 MF1556.The horizontal coordinates were established by classical geodetic methods
 MF1556.and adjusted by the National Geodetic Survey in October 1999..
 MF1556
 MF1556
 MF1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1556
 MF1556.The geoid height was determined by GEOID03.
 MF1556
 MF1556;                    North         East     Units Scale Factor Converg.
 MF1556;SPC IL W     -   552,832.777   789,648.947   MT  1.00004004   +0 42 54.3
 MF1556;SPC IL W     - 1,813,752.20  2,590,706.59   sFT  1.00004004   +0 42 54.3
 MF1556;SPC IL E     -   552,569.052   236,912.464   MT  1.00002396   -0 30 11.4
 MF1556;SPC IL E     - 1,812,886.96    777,270.31   sFT  1.00002396   -0 30 11.4
 MF1556;UTM  16      - 4,612,091.691   325,890.737   MT  0.99997305   -1 23 22.1
 MF1556
 MF1556                          SUPERSEDED SURVEY CONTROL
 MF1556
 MF1556  NAD 83(1997)-  41 38 29.62589(N)    089 05 26.07158(W) AD(       ) 4
 MF1556  NAD 83(1986)-  41 38 29.63084(N)    089 05 26.07546(W) AD(       ) 4
 MF1556  NAD 27      -  41 38 29.51700(N)    089 05 25.77000(W) AD(       ) 3
 MF1556
 MF1556.Superseded values are not recommended for survey control.
 MF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1556.See file dsdata.txt to determine how the superseded data were derived.
 MF1556
 MF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2589112092(NAD 83)
 MF1556_MARKER: 90 = CHURCH SPIRE
 MF1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1556+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 MF1556
 MF1556  HISTORY     - Date     Condition        Report By
 MF1556  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1556  HISTORY     - 1970     GOOD             NGS
 MF1556  HISTORY     - 19950816 GOOD             USPSQD
 MF1556  HISTORY     - 20020128 GOOD             NGS
 MF1556  HISTORY     - 20030723 GOOD             USPSQD
 MF1556
 MF1556                          STATION DESCRIPTION
 MF1556
 MF1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1556'STATION IS THE BLACK FINIAL ATOP THE SPIRE ON THE IMMANUEL EV.
 MF1556'LUTHERAN CHURCH, LOCATED ABOUT 7 MILES SOUTHWEST OF PAW PAW AND
 MF1556'3-1/2 MILES SOUTH OF COMPTON.  IT IS AN OCATGONAL SPIRE WITH A
 MF1556'SQUARE BASE LOCATED ON THE WEST SIDE OF THE CHURCH.  THE CHURCH,
 MF1556'BASE AND SPIRE ARE ALL COVERED WITH GRAY ASBESTOS SHINGLES.  THE
 MF1556'BASE HAS A BLACK LOUVERED WINDOW ON EACH SIDE.  THE TOTAL HEIGHT
 MF1556'IS ABOUT 115 FEET.
 MF1556
 MF1556                          STATION RECOVERY (1970)
 MF1556
 MF1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1556'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MF1556'DESCRIPTION IS GOOD WITH THE FOLLOWING--
 MF1556'
 MF1556'THE GRAY ASBESTOS SHINGLES ARE NOW PAINTED WHITE.
 MF1556'
 MF1556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2
 MF1556'MILES SOUTH OF COMPTON
 MF1556
 MF1556                          STATION RECOVERY (1995)
 MF1556
 MF1556'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1556'RECOVERED IN GOOD CONDITION.
 MF1556
 MF1556                          STATION RECOVERY (2002)
 MF1556
 MF1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1556
 MF1556                          STATION RECOVERY (2003)
 MF1556
 MF1556'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0312 ***********************************************************************
 JB0312  DESIGNATION -  INA
 JB0312  PID         -  JB0312
 JB0312  STATE/COUNTY-  IL/JEFFERSON
 JB0312  USGS QUAD   -  INA (1975)
 JB0312
 JB0312                         *CURRENT SURVEY CONTROL
 JB0312  ___________________________________________________________________
 JB0312* NAD 83(1997)-  38 09 16.53992(N)    088 54 31.04395(W)     ADJUSTED  
 JB0312* NAVD 88     -       130.573  (meters)     428.39   (feet)  ADJUSTED  
 JB0312  ___________________________________________________________________
 JB0312  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JB0312  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JB0312  DYNAMIC HT  -         130.488 (meters)     428.11  (feet)  COMP
 JB0312  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 JB0312
 JB0312  HORZ ORDER  -  SECOND
 JB0312  VERT ORDER  -  SECOND    CLASS 0
 JB0312
 JB0312.The horizontal coordinates were established by classical geodetic methods
 JB0312.and adjusted by the National Geodetic Survey in October 1999..
 JB0312
 JB0312.The orthometric height was determined by differential leveling
 JB0312.and adjusted by the National Geodetic Survey in June 1991..
 JB0312
 JB0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0312
 JB0312.The geoid height was determined by GEOID03.
 JB0312
 JB0312.The dynamic height is computed by dividing the NAVD 88
 JB0312.geopotential number by the normal gravity value computed on the
 JB0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0312.degrees latitude (g = 980.6199 gals.).
 JB0312
 JB0312.The modeled gravity was interpolated from observed gravity values.
 JB0312
 JB0312;                    North         East     Units Scale Factor Converg.
 JB0312;SPC IL E     -   165,290.472   249,578.181   MT  1.00000630   -0 21 19.5
 JB0312;SPC IL E     -   542,290.49    818,824.42   sFT  1.00000630   -0 21 19.5
 JB0312;UTM  16      - 4,224,688.903   332,772.966   MT  0.99994442   -1 10 45.8
 JB0312
 JB0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0312!SPC IL E     -   0.99998420  x   1.00000630  =   0.99999050
 JB0312!UTM  16      -   0.99998420  x   0.99994442  =   0.99992862
 JB0312
 JB0312|---------------------------------------------------------------------|
 JB0312| PID    Reference Object                     Distance      Geod. Az  |
 JB0312|                                                           dddmmss.s |
 JB0312| JB0313 INA RM 1                             35.017 METERS 02824     |
 JB0312| JB1748 EWING                               APPROX. 9.3 KM 1272223.1 |
 JB0312| JB1749 BENTON SO ILL FORESTRY LOT          APPROX.13.5 KM 1845929.3 |
 JB0312| JB1874 SESSER MUNICIPAL TANK               APPROX.14.3 KM 2390604.8 |
 JB0312| CI3922 INA AZ MK                                          2860505.3 |
 JB0312| JB0311 INA RM 2                             41.274 METERS 29943     |
 JB0312|---------------------------------------------------------------------|
 JB0312
 JB0312                          SUPERSEDED SURVEY CONTROL
 JB0312
 JB0312  NAD 83(1997)-  38 09 16.55120(N)    088 54 31.04334(W) AD(       ) 2
 JB0312  NAD 83(1986)-  38 09 16.55302(N)    088 54 31.04465(W) AD(       ) 2
 JB0312  NAD 27      -  38 09 16.37593(N)    088 54 30.80282(W) AD(       ) 2
 JB0312  NGVD 29 (??/??/92)  130.677  (m)          428.73   (f) ADJ UNCH    2 0
 JB0312
 JB0312.Superseded values are not recommended for survey control.
 JB0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0312.See file dsdata.txt to determine how the superseded data were derived.
 JB0312
 JB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3277324689(NAD 83)
 JB0312_MARKER: DS = TRIANGULATION STATION DISK
 JB0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0312_STAMPING: INA 1960
 JB0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0312+STABILITY: SURFACE MOTION
 JB0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0312+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004
 JB0312
 JB0312  HISTORY     - Date     Condition        Report By
 JB0312  HISTORY     - 1960     MONUMENTED       CGS
 JB0312  HISTORY     - 1960     GOOD             CGS
 JB0312  HISTORY     - 1961     GOOD             CGS
 JB0312  HISTORY     - 1973     GOOD             NGS
 JB0312  HISTORY     - 1973     GOOD             NGS
 JB0312  HISTORY     - 20041015 GOOD             ILDT
 JB0312
 JB0312                          STATION DESCRIPTION
 JB0312
 JB0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0312'STATION IS LOCATED ABOUT 0.35 MILE NORTHWEST OF THE VILLAGE OF INA,
 JB0312'0.2 MILE WEST OF STATE
 JB0312'ROUTE 37 AND IN A SMALL TRIANGULAR PLOT OF GROUND AT CROSSROAD.
 JB0312'
 JB0312'TO REACH FROM THE POST OFFICE IN INA, GO WEST 0.2 MILE TO A T
 JB0312'INTERSECTION, TURN RIGHT
 JB0312'AND GO NORTH FOR 0.25 MILE TO WHERE MAIN ROAD TURNS LEFT
 JB0312'AT CURVE AND STATION ON RIGHT
 JB0312'IN SMALL TRIANGULAR PLOT OF GROUND AS DESCRIBED.
 JB0312'
 JB0312'STATION MARK, A STANDARD STATION MARK DISK STAMPED INA 1960, IS SET
 JB0312'IN TOP OF A 10 INCH SQUARE
 JB0312'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS IN THE
 JB0312'CENTER OF A TRAINGULAR PLOT OF
 JB0312'GROUND FORMED BY ROADS, IS 47 FEET
 JB0312'SOUTH OF GRAVEL ROAD, 37 FEET WEST OF GRAVEL
 JB0312'ROAD, 29.5 FEET
 JB0312'NORTHEAST OF SURFACE ROAD AND 3.1 FEET NORTH OF THE WITNESS POST.
 JB0312'
 JB0312'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED INA
 JB0312'NO 1 1960, IS SET IN TOP OF
 JB0312'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH.
 JB0312'THE MARK IS 65 FEET NORTH-NORTHEAST
 JB0312'OF ROAD INTERSECTION, 45 FEET
 JB0312'SOUTH OF POWER POLE AND 21 FEET EAST OF CENTER OF ROAD.
 JB0312'
 JB0312'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED INA
 JB0312'NO 2 1960, IS SET IN TOP OF
 JB0312'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH.
 JB0312'THE MARK IS 56 FEET WEST OF A LARGE
 JB0312'TREE, 30 FEET NORTH OF CENTER OF
 JB0312'THE ROAD AND 1 FOOT SOUTH OF THE FENCE.
 JB0312'
 JB0312'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED INA 1960, IS SET
 JB0312'IN TOP OF A 12 INCH SQUARE
 JB0312'CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.  THE
 JB0312'MARK IS 28 FEET SOUTH OF POWER
 JB0312'POLE NO 650, 19.5 FEET NORTH OF FENCE
 JB0312'CORNER, 20 FEET EAST OF CENTER OF ROAD, 1.6 FEET
 JB0312'SOUTH OF THE WITNESS
 JB0312'POST AND 6 INCHES WEST OF FENCE.
 JB0312'
 JB0312'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.5 MILE TO
 JB0312'CROSSROAD, TURN RIGHT AND
 JB0312'GO NORTH FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT SIDE OF
 JB0312'ROAD AS DESCRIBED.
 JB0312
 JB0312                          STATION RECOVERY (1960)
 JB0312
 JB0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0312'0.5 MI NW FROM INA.
 JB0312'ABOUT 0.25 MILE WEST ALONG A STREET FROM THE POST OFFICE AT INA,
 JB0312'THENCE 0.25 MILE NORTH ALONG AN ASPHALT ROAD, AT THE OUTSIDE OF A
 JB0312'CURVE WITH TANGENTS EXTENDING TO THE WEST AND SOUTH, AT THE
 JB0312'JUNCTION OF A GRAVEL ROAD NORTH, AT THE JUNCTION OF A DIRT ROAD
 JB0312'EAST, 29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 44 FEET
 JB0312'SOUTH OF THE EXTENDED CENTER LINE OF THE ASPHALT ROAD WEST, 37
 JB0312'FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD SOUTH, 56
 JB0312'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD EAST
 JB0312'AND THE ROAD NORTH, 97 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 JB0312'CORNER OF THE HOUSE, 3.1 FEET NORTH OF A METAL WITNESS POST,
 JB0312'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JB0312'CONCRETE POST FLUSH WITH THE GROUND.
 JB0312
 JB0312                          STATION RECOVERY (1961)
 JB0312
 JB0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB0312'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JB0312'RECOVERED IN GOOD
 JB0312'CONDITION.  THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS 1
 JB0312'AND 2 AND THE AZIMUTH MARK CHECKED.
 JB0312'
 JB0312'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 JB0312'
 JB0312'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB0312
 JB0312                          STATION RECOVERY (1973)
 JB0312
 JB0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JB0312'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 JB0312'REFERENCE MARK 1
 JB0312'AND 2 WERE NOT FOUND AND ASSUMED DESTROYED.  THE
 JB0312'LINE OF SIGHT TO THE AZIMUTH MARK
 JB0312'IS OBSTRUCTED BY SMALL TREES ON I
 JB0312'57 INTERCHANGE.  IT IS POSSIBLE THAT THE MARK CAN
 JB0312'BEEN TAKEN IN THE
 JB0312'WINTER WHEN THE LEAVES ARE GONE.  REFERENCE MARK 3 AND 4 WERE
 JB0312'SET.  A NEW DESCRIPTION FOLLOWS,
 JB0312'
 JB0312'THE STATION IS LOCATED IN A SMALL TRIANGULAR PLOT OF GRASS FORMED BY
 JB0312'CROSSROADS, 1 FOOT
 JB0312'WEST OF A METAL WITNESS POST, 37 FEET WEST OF THE
 JB0312'CENTERLINE OF ROAD, 27 FEET NORTHEAST
 JB0312'OF THE CENTERLINE OF A ROAD, 44
 JB0312'FEET SOUTH OF THE CENTERLINE OF ROAD, 65 FEET SOUTH OF A
 JB0312'POWER POLE AND
 JB0312'70 FEET SOUTHWEST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE
 JB0312'DISK IS STAMPED INA 1960.
 JB0312'
 JB0312'TO REACH THE STATION FROM THE POST OFFICE AT INA, GO WEST ON PAVED
 JB0312'STREET FOR 0.2
 JB0312'MILE TO A T-ROAD.  TURN RIGHT AND GO NORTH ON PAVED
 JB0312'ROAD FOR 0.25 MILE TO CROSSROAD
 JB0312'AND THE STATION.
 JB0312'
 JB0312'REFERENCE MARK 3 IS 1 FOOT SOUTH OF POWER POLE, 6 FEET SOUTH OF A 36
 JB0312'INCH CATALPA TREE,
 JB0312'20 FEET NORTH OF THE CENTERLINE OF ROAD AND 30
 JB0312'FEET WEST OF THE CENTERLINE OF ROAD.
 JB0312'THE MONUMENT IS FLUSH AND THE
 JB0312'DISK IS STAMPED INA 1960 NO 3 1973.
 JB0312'
 JB0312'REFERENCE MARK 4 IS 1 FOOT SOUTH OF A METAL WITNESS POST, 7 FEET WEST
 JB0312'OF A POWER POLE,
 JB0312'23 FEET EAST OF THE CENTERLINE OF ROAD AND 22 FEET
 JB0312'SOUTH OF THE CENTERLINE OF ROAD.
 JB0312'
 JB0312'THE AZIMUTH MARK IS 19 FEET NORTH OF A FENCE CORNER, 20 FEET EAST OF
 JB0312'THE CENTERLINE OF
 JB0312'ROAD, 2 FEET SOUTH OF A METAL WITNESS POST AND 1
 JB0312'FOOT WEST OF A FENCE.  THE MONUMENT
 JB0312'IS FLUSH AND THE DISK IS STAMPED INA 1960.
 JB0312'
 JB0312'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PAVED ROAD
 JB0312'CROSSING I 57 FOR
 JB0312'0.5 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 JB0312'ON ROAD FOR 0.1 MILE TO THE MARK ON THE FIGHT.
 JB0312'
 JB0312'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0312
 JB0312                          STATION RECOVERY (1973)
 JB0312
 JB0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0312'RECOVERED IN GOOD CONDITION.
 JB0312
 JB0312                          STATION RECOVERY (2004)
 JB0312
 JB0312'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (WAE)
 JB0312'FOUND INA AZ ALSO, IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0313 ***********************************************************************
 JB0313  DESIGNATION -  INA RM 1
 JB0313  PID         -  JB0313
 JB0313  STATE/COUNTY-  IL/JEFFERSON
 JB0313  USGS QUAD   -  INA (1975)
 JB0313
 JB0313                         *CURRENT SURVEY CONTROL
 JB0313  ___________________________________________________________________
 JB0313* NAD 83(1986)-  38 09 16.     (N)    088 54 30.     (W)     SCALED    
 JB0313* NAVD 88     -       130.728  (meters)     428.90   (feet)  ADJUSTED  
 JB0313  ___________________________________________________________________
 JB0313  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JB0313  DYNAMIC HT  -         130.642 (meters)     428.61  (feet)  COMP
 JB0313  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 JB0313
 JB0313  VERT ORDER  -  SECOND    CLASS 0
 JB0313
 JB0313.The horizontal coordinates were scaled from a topographic map and have
 JB0313.an estimated accuracy of +/- 6 seconds.
 JB0313
 JB0313.The orthometric height was determined by differential leveling
 JB0313.and adjusted by the National Geodetic Survey in June 1991..
 JB0313
 JB0313.The geoid height was determined by GEOID03.
 JB0313
 JB0313.The dynamic height is computed by dividing the NAVD 88
 JB0313.geopotential number by the normal gravity value computed on the
 JB0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0313.degrees latitude (g = 980.6199 gals.).
 JB0313
 JB0313.The modeled gravity was interpolated from observed gravity values.
 JB0313
 JB0313;                    North         East    Units  Estimated Accuracy
 JB0313;SPC IL E     -   165,270.      249,600.      MT  (+/- 180 meters Scaled)
 JB0313
 JB0313                          SUPERSEDED SURVEY CONTROL
 JB0313
 JB0313  NGVD 29 (??/??/92)  130.832  (m)          429.24   (f) ADJ UNCH    2 0
 JB0313
 JB0313.Superseded values are not recommended for survey control.
 JB0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0313.See file dsdata.txt to determine how the superseded data were derived.
 JB0313
 JB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH327246(NAD 83)
 JB0313_MARKER: DR = REFERENCE MARK DISK
 JB0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0313_STAMPING: INA NO 1 1960
 JB0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0313+STABILITY: SURFACE MOTION
 JB0313
 JB0313  HISTORY     - Date     Condition        Report By
 JB0313  HISTORY     - 1960     MONUMENTED       CGS
 JB0313  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0313
 JB0313                          STATION DESCRIPTION
 JB0313
 JB0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0313'0.5 MI NW FROM INA.
 JB0313'ABOUT 0.25 MILE WEST ALONG A STREET FROM THE POST OFFICE AT INA,
 JB0313'THENCE 0.25 MILE NORTH ALONG AN ASPHALT ROAD, AT THE OUTSIDE OF
 JB0313'A CURVE WITH TANGENTS EXTENDING TO THE SOUTH AND WEST, AT THE
 JB0313'JUNCTION OF A DIRT ROAD EAST AND A GRAVEL ROAD NORTH, 20 FEET
 JB0313'EAST OF THE CENTER LINE OF THE GRAVEL ROAD NORTH, 62 FEET NORTH
 JB0313'OF THE CENTER LINE OF THE DIRT ROAD EAST, 64 FEET NORTHEAST OF
 JB0313'THE CENTER OF THE JUNCTION, 82 FEET EAST OF THE SOUTHEAST CORNER
 JB0313'OF A HOUSE, 112.6 FEET NORTHEAST OF TRIANGULATION STATION INA,
 JB0313'118.4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 JB0313'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0313'FLUSH WITH THE GROUND.
 JB0313
 JB0313                          STATION RECOVERY (1973)
 JB0313
 JB0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0311 ***********************************************************************
 JB0311  DESIGNATION -  INA RM 2
 JB0311  PID         -  JB0311
 JB0311  STATE/COUNTY-  IL/JEFFERSON
 JB0311  USGS QUAD   -  INA (1975)
 JB0311
 JB0311                         *CURRENT SURVEY CONTROL
 JB0311  ___________________________________________________________________
 JB0311* NAD 83(1986)-  38 09 16.     (N)    088 54 30.     (W)     SCALED    
 JB0311* NAVD 88     -       130.859  (meters)     429.33   (feet)  ADJUSTED  
 JB0311  ___________________________________________________________________
 JB0311  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JB0311  DYNAMIC HT  -         130.773 (meters)     429.04  (feet)  COMP
 JB0311  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 JB0311
 JB0311  VERT ORDER  -  SECOND    CLASS 0
 JB0311
 JB0311.The horizontal coordinates were scaled from a topographic map and have
 JB0311.an estimated accuracy of +/- 6 seconds.
 JB0311
 JB0311.The orthometric height was determined by differential leveling
 JB0311.and adjusted by the National Geodetic Survey in June 1991..
 JB0311
 JB0311.The geoid height was determined by GEOID03.
 JB0311
 JB0311.The dynamic height is computed by dividing the NAVD 88
 JB0311.geopotential number by the normal gravity value computed on the
 JB0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0311.degrees latitude (g = 980.6199 gals.).
 JB0311
 JB0311.The modeled gravity was interpolated from observed gravity values.
 JB0311
 JB0311;                    North         East    Units  Estimated Accuracy
 JB0311;SPC IL E     -   165,270.      249,600.      MT  (+/- 180 meters Scaled)
 JB0311
 JB0311                          SUPERSEDED SURVEY CONTROL
 JB0311
 JB0311  NGVD 29 (??/??/92)  130.963  (m)          429.67   (f) ADJ UNCH    2 0
 JB0311
 JB0311.Superseded values are not recommended for survey control.
 JB0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0311.See file dsdata.txt to determine how the superseded data were derived.
 JB0311
 JB0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH327246(NAD 83)
 JB0311_MARKER: DR = REFERENCE MARK DISK
 JB0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0311_STAMPING: INA NO 2 1960
 JB0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0311+STABILITY: SURFACE MOTION
 JB0311
 JB0311  HISTORY     - Date     Condition        Report By
 JB0311  HISTORY     - 1960     MONUMENTED       CGS
 JB0311  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0311
 JB0311                          STATION DESCRIPTION
 JB0311
 JB0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0311'0.5 MI NW FROM INA.
 JB0311'ABOUT 0.25 MILE WEST ALONG A STREET FROM THE POST OFFICE AT INA,
 JB0311'THENCE 0.25 MILE NORTH ALONG AN ASPHALT ROAD, AT THE OUTSIDE OF
 JB0311'A CURVE WITH TANGENTS EXTENDING TO THE SOUTH AND WEST, AT THE
 JB0311'JUNCTION OF A GRAVEL ROAD NORTH AND THE JUNCTION OF A DIRT ROAD
 JB0311'EAST, 29 FEET NORTH OF THE ROAD, 153 FEET WEST OF THE CENTER
 JB0311'LINE OF THE GRAVEL ROAD NORTH, 73 FEET WEST-SOUTHWEST OF THE
 JB0311'SOUTHWEST CORNER OF A HOUSE, 42 FEET WEST OF A FENCE CORNER, 2
 JB0311'FEET EAST OF THE WEST END OF A BOARD GATE, 1/2 FOOT SOUTH OF A
 JB0311'FENCE, 135.8 FEET NORTHWEST OF TRIANGULATION STATION INA, 137.0
 JB0311'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE
 JB0311'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0311'FLUSH WITH THE GROUND.
 JB0311
 JB0311                          STATION RECOVERY (1973)
 JB0311
 JB0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0314 ***********************************************************************
 JB0314  DESIGNATION -  INA RM 3
 JB0314  PID         -  JB0314
 JB0314  STATE/COUNTY-  IL/JEFFERSON
 JB0314  USGS QUAD   -  INA (1975)
 JB0314
 JB0314                         *CURRENT SURVEY CONTROL
 JB0314  ___________________________________________________________________
 JB0314* NAD 83(1986)-  38 09 16.     (N)    088 54 30.     (W)     SCALED    
 JB0314* NAVD 88     -       130.66   (meters)     428.7    (feet)  RESET     
 JB0314  ___________________________________________________________________
 JB0314  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JB0314
 JB0314  VERT ORDER  -  THIRD
 JB0314
 JB0314.The horizontal coordinates were scaled from a topographic map and have
 JB0314.an estimated accuracy of +/- 6 seconds.
 JB0314
 JB0314.The orthometric height was computed from unverified reset data.
 JB0314
 JB0314.The geoid height was determined by GEOID03.
 JB0314
 JB0314;                    North         East    Units  Estimated Accuracy
 JB0314;SPC IL E     -   165,270.      249,600.      MT  (+/- 180 meters Scaled)
 JB0314
 JB0314                          SUPERSEDED SURVEY CONTROL
 JB0314
 JB0314.No superseded survey control is available for this station.
 JB0314
 JB0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH327246(NAD 83)
 JB0314_MARKER: DR = REFERENCE MARK DISK
 JB0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0314_STAMPING: INA 1960 NO 3 1973
 JB0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0314+STABILITY: SURFACE MOTION
 JB0314
 JB0314  HISTORY     - Date     Condition        Report By
 JB0314  HISTORY     - 1973     MONUMENTED       NGS
 JB0314
 JB0314                          STATION DESCRIPTION
 JB0314
 JB0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0314'0.5 MI NW FROM INA.
 JB0314'0.2 MILE WEST ALONG STREET FROM POST OFFICE AT INA TO A
 JB0314'T-INTERSECTION, THENCE NORTH ON PAVED ROAD FOR 0.25 MILE TO
 JB0314'CROSSROAD AND THE MARK, 1 FOOT SOUTH OF A POWER POLE, 6 FEET
 JB0314'SOUTH OF A 36 INCH CATALPA TREE, 20 FEET NORTH OF THE CENTERLINE
 JB0314'OF ROAD, 30 FEET WEST OF THE CENTERLINE OF ROAD, SET IN THE TOP
 JB0314'OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0315 ***********************************************************************
 JB0315  DESIGNATION -  INA RM 4
 JB0315  PID         -  JB0315
 JB0315  STATE/COUNTY-  IL/JEFFERSON
 JB0315  USGS QUAD   -  INA (1975)
 JB0315
 JB0315                         *CURRENT SURVEY CONTROL
 JB0315  ___________________________________________________________________
 JB0315* NAD 83(1986)-  38 09 16.     (N)    088 54 30.     (W)     SCALED    
 JB0315* NAVD 88     -       130.31   (meters)     427.5    (feet)  RESET     
 JB0315  ___________________________________________________________________
 JB0315  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JB0315
 JB0315  VERT ORDER  -  THIRD
 JB0315
 JB0315.The horizontal coordinates were scaled from a topographic map and have
 JB0315.an estimated accuracy of +/- 6 seconds.
 JB0315
 JB0315.The orthometric height was computed from unverified reset data.
 JB0315
 JB0315.The geoid height was determined by GEOID03.
 JB0315
 JB0315;                    North         East    Units  Estimated Accuracy
 JB0315;SPC IL E     -   165,270.      249,600.      MT  (+/- 180 meters Scaled)
 JB0315
 JB0315                          SUPERSEDED SURVEY CONTROL
 JB0315
 JB0315.No superseded survey control is available for this station.
 JB0315
 JB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH327246(NAD 83)
 JB0315_MARKER: DR = REFERENCE MARK DISK
 JB0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0315_STAMPING: INA 1960 NO 4 1973
 JB0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0315+STABILITY: SURFACE MOTION
 JB0315
 JB0315  HISTORY     - Date     Condition        Report By
 JB0315  HISTORY     - 1973     MONUMENTED       NGS
 JB0315
 JB0315                          STATION DESCRIPTION
 JB0315
 JB0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0315'0.5 MI NW FROM INA.
 JB0315'0.2 MILE WEST ALONG STREET FROM THE POST OFFICE AT INA TO A
 JB0315'T-ROAD, THENCE NORTH ON PAVED ROAD FOR 0.25 MILE TO A CROSSROAD
 JB0315'AND THE MARK, 1 FOOT SOUTH OF A METAL WITNESS POST, 7 FEET WEST
 JB0315'OF A METAL WITNESS POST, 23 FEET EAST OF THE CENTERLINE OF ROAD,
 JB0315'22 FEET SOUTH OF CENTERLINE OF ROAD AND SET IN THE TOP OF A
 JB0315'ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1896 ***********************************************************************
 KA1896  DESIGNATION -  INCLOSE
 KA1896  PID         -  KA1896
 KA1896  STATE/COUNTY-  IL/COLES
 KA1896  USGS QUAD   -  WESTFIELD EAST (1984)
 KA1896
 KA1896                         *CURRENT SURVEY CONTROL
 KA1896  ___________________________________________________________________
 KA1896* NAD 83(1997)-  39 29 59.79689(N)    087 59 03.47161(W)     ADJUSTED  
 KA1896* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 KA1896  ___________________________________________________________________
 KA1896  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 KA1896  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1896
 KA1896  HORZ ORDER  -  THIRD
 KA1896
 KA1896.The horizontal coordinates were established by classical geodetic methods
 KA1896.and adjusted by the National Geodetic Survey in October 1999..
 KA1896
 KA1896.The orthometric height was scaled from a topographic map.
 KA1896
 KA1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1896
 KA1896.The geoid height was determined by GEOID03.
 KA1896
 KA1896;                    North         East     Units Scale Factor Converg.
 KA1896;SPC IL E     -   314,538.684   330,021.060   MT  0.99998609   +0 13 19.3
 KA1896;SPC IL E     - 1,031,949.00  1,082,744.09   sFT  0.99998609   +0 13 19.3
 KA1896;UTM  16      - 4,372,720.660   415,370.185   MT  0.99968818   -0 37 34.1
 KA1896
 KA1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1896!SPC IL E     -   0.99996943  x   0.99998609  =   0.99995552
 KA1896!UTM  16      -   0.99996943  x   0.99968818  =   0.99965762
 KA1896
 KA1896|---------------------------------------------------------------------|
 KA1896| PID    Reference Object                     Distance      Geod. Az  |
 KA1896|                                                           dddmmss.s |
 KA1896| CM3718 INCLOSE RM 1                         24.034 METERS 07542     |
 KA1896| KA1899 INCLOSE 1947 AZ MK                  APPROX. 1.0 KM 1765219.9 |
 KA1896| CM3719 INCLOSE RM 2                         33.330 METERS 18310     |
 KA1896| CM3720 INCLOSE 2 RM 3                       25.942 METERS 21227     |
 KA1896| KA1897 INCLOSE 2 1964                       14.717 METERS 25023     |
 KA1896|---------------------------------------------------------------------|
 KA1896
 KA1896                          SUPERSEDED SURVEY CONTROL
 KA1896
 KA1896  NAD 83(1997)-  39 29 59.79490(N)    087 59 03.46876(W) AD(       ) 3
 KA1896  NAD 83(1986)-  39 29 59.80645(N)    087 59 03.46635(W) AD(       ) 3
 KA1896  NAD 27      -  39 29 59.67700(N)    087 59 03.34270(W) AD(       ) 3
 KA1896
 KA1896.Superseded values are not recommended for survey control.
 KA1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1896.See file dsdata.txt to determine how the superseded data were derived.
 KA1896
 KA1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1537072721(NAD 83)
 KA1896_MARKER: DS = TRIANGULATION STATION DISK
 KA1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1896
 KA1896  HISTORY     - Date     Condition        Report By
 KA1896  HISTORY     - 1947     MONUMENTED       CGS
 KA1896  HISTORY     - 1964     SEE DESCRIPTION  CGS
 KA1896
 KA1896                          STATION DESCRIPTION
 KA1896
 KA1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1896'STATION IS ON HIGHWAY RIGHT-OF-WAY , 5.3 MILES SOUTHWEST OF KANSAS
 KA1896'VIA STATE HIGHWAY 49, 3 MILES WEST OF INCLOSE, 1 MILE WEST OF
 KA1896'THE CLARK-COLES COUNTY LINE, 125 FEET WEST OF RALPH H. GREENS HOUSE,
 KA1896'AND 37 FEET WEST OF CENTERLINE OF HIGHWAY 49. THE MARK PROJECTS 1
 KA1896'INCH, AND THE DISK IS STAMPED INCLOSE 1947.
 KA1896'
 KA1896'REFERENCE MARK NO. 1 IS 78.85 FEET EAST OF STATION AND 38 FEET EAST
 KA1896'OF CENTERLINE OF HIGHWAY 49. THE MARK IS FLUSH WITH THE GROUND,
 KA1896'AND THE DISK IS STAMPED INCLOSE NO 1 1947.
 KA1896'
 KA1896'REFERENCE MARK NO. 2 IS 109.35 FEET SOUTH OF STATION AND 38 FEET
 KA1896'WEST OF CENTERLINE OF HIGHWAY 49. THE MARK PROJECTS 1 INCH, AND
 KA1896'THE DISK IS STAMPED INCLOSE NO 2 1947.
 KA1896'
 KA1896'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF STATION VIA STATE HIGHWAY
 KA1896'49, 38 FEET EAST OF CENTERLINE OF THE HIGHWAY, AND 2 FEET
 KA1896'NORTHWEST OF A WHITE WITNESS POST. THE MARK PROJECTS 1 INCH, AND THE
 KA1896'DISK IS STAMPED INCLOSE 1947.
 KA1896'
 KA1896'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KA1896
 KA1896                          STATION RECOVERY (1964)
 KA1896
 KA1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 KA1896'RECOVERED THE STATION MARK, NO. 1 R.M., AND THE AZIMUTH MARK IN GOOD
 KA1896'CONDITION. THE NO. 2 R.M. WAS FOUND UPROOTED AND WAS RESET AS NO.
 KA1896'3 R.M. WITHOUT CHANGING THE STAMPING ON THE DISK, SINCE IT WILL BE
 KA1896'NECESSARY TO MOVE IT AGAIN AFTER HWY. CONSTRUCTION IS COMPLETED.
 KA1896'THE DISTANCE TO NO. 1 R.M. WAS MEASURED TO BE 0.019 METER AND 0.06
 KA1896'FOOT LESS THAN THE RESPECTIVE 1947 MEASURES FROM THE STATION. THE
 KA1896'SUBSURFACE STATION MARK WAS FOUND TO BE CENTERED PERFECTLY UNDER THE
 KA1896'SURFACE STATION MARK. BOTH DISKS WERE RECLAIMED.
 KA1896'
 KA1896'STATION INCLOSE 2 WAS ESTABLISHED, THO IT IS ANTICIPATED THAT INCLOSE
 KA1896'3 MUST BE ESTABLISHED IN THE NEAR FUTURE. SEE DESCRIPTION OF
 KA1896'INCLOSE 2.
 KA1896'
 KA1896'THE DISK OF THE NO. 1 R.M. WAS RECLAIMED BY THE UNDERSIGNED AND WILL
 KA1896'BE USED WHEN NO. 4 R.M. WILL BE SET PRESUMABLY FOR INCLOSE 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1897 ***********************************************************************
 KA1897  DESIGNATION -  INCLOSE 2 1964
 KA1897  PID         -  KA1897
 KA1897  STATE/COUNTY-  IL/COLES
 KA1897  USGS QUAD   -  WESTFIELD EAST (1984)
 KA1897
 KA1897                         *CURRENT SURVEY CONTROL
 KA1897  ___________________________________________________________________
 KA1897* NAD 83(1997)-  39 29 59.63671(N)    087 59 04.05184(W)     ADJUSTED  
 KA1897* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 KA1897  ___________________________________________________________________
 KA1897  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 KA1897  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1897
 KA1897  HORZ ORDER  -  THIRD
 KA1897
 KA1897.The horizontal coordinates were established by classical geodetic methods
 KA1897.and adjusted by the National Geodetic Survey in October 1999..
 KA1897.No horizontal observational check was made to the station.
 KA1897
 KA1897.The orthometric height was scaled from a topographic map.
 KA1897
 KA1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1897
 KA1897.The geoid height was determined by GEOID03.
 KA1897
 KA1897;                    North         East     Units Scale Factor Converg.
 KA1897;SPC IL E     -   314,533.691   330,007.217   MT  0.99998608   +0 13 18.9
 KA1897;SPC IL E     - 1,031,932.62  1,082,698.68   sFT  0.99998608   +0 13 18.9
 KA1897;UTM  16      - 4,372,715.873   415,356.273   MT  0.99968821   -0 37 34.4
 KA1897
 KA1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1897!SPC IL E     -   0.99996943  x   0.99998608  =   0.99995551
 KA1897!UTM  16      -   0.99996943  x   0.99968821  =   0.99965765
 KA1897
 KA1897|---------------------------------------------------------------------|
 KA1897| PID    Reference Object                     Distance      Geod. Az  |
 KA1897|                                                           dddmmss.s |
 KA1897| KA1896 INCLOSE                              14.717 METERS 07023     |
 KA1897| KA1898 INCLOSE 3                             7.068 METERS 08412     |
 KA1897| KA1899 INCLOSE 1947 AZ MK                  APPROX. 1.0 KM 1760213.6 |
 KA1897| CM3720 INCLOSE 2 RM 3                       16.951 METERS 18012     |
 KA1897|---------------------------------------------------------------------|
 KA1897
 KA1897                          SUPERSEDED SURVEY CONTROL
 KA1897
 KA1897  NAD 83(1997)-  39 29 59.63472(N)    087 59 04.04899(W) AD(       ) 3
 KA1897  NAD 83(1986)-  39 29 59.64630(N)    087 59 04.04651(W) AD(       ) 3
 KA1897  NAD 27      -  39 29 59.51683(N)    087 59 03.92291(W) AD(       ) 3
 KA1897
 KA1897.Superseded values are not recommended for survey control.
 KA1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1897.See file dsdata.txt to determine how the superseded data were derived.
 KA1897
 KA1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1535672716(NAD 83)
 KA1897_MARKER: DS = TRIANGULATION STATION DISK
 KA1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1897+STABILITY: SURFACE MOTION
 KA1897
 KA1897  HISTORY     - Date     Condition        Report By
 KA1897  HISTORY     - 1964     MONUMENTED       CGS
 KA1897  HISTORY     - 1964     SEE DESCRIPTION  CGS
 KA1897
 KA1897                          STATION DESCRIPTION
 KA1897
 KA1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JB)
 KA1897'ABOUT 3 MILES W OF INCLOSE REPORTEDLY ONLY AN ABANDONED SCHOOLHOUSE
 KA1897'NOW, OR 0.5 MILE E ALONG THE MAIN STREET FROM THE CENTER OF
 KA1897'WESTFIELD, THENCE 3.2 MILES N ALONG NO. 49 INDIANA HWY. TO THE MARK
 KA1897'ON THE LEFT, 109 FEET S OF THE CREOSOTED POWER POLE THAT IS
 KA1897'ON CREST OF RIDGE, 81 FEET W OF CENTER LINE OF 24-FOOT HWY. PAVEMENT,
 KA1897'SOME 7 OR 8 FEET HIGHER THAN SAME, 3.5 FEET S OF STEEL WITNESS
 KA1897'POST, STANDARD DISK UNSTAMPED MARK AND STANDARD DISK STAMPED
 KA1897'INCLOSE 1947 1964 THAT IS FLUSH WITH THE GROUND.
 KA1897'
 KA1897'REFERENCE MARK NO. 3 STAMPED AS ABOVE (WILL SOON BE MOVED AND STAMPED
 KA1897'AS THEN REDESIGNATED) IS 80 FT. W OF C/L OF THE HWY., ABOUT
 KA1897'5 FEET HIGHER THAN SAME, AND 2.2 FEET S OF STEEL WITNESS POST. ONLY
 KA1897'THE ONE REFERENCE MARK WAS SET.
 KA1897'
 KA1897'AZIMUTH MARK IS ABOUT 0.60 MILE
 KA1897'FROM THE STATION, 156 YARDS S OF 5 X 4 FOOT CONCRETE BOX
 KA1897'CULVERT, 37 FEET E OF CENTER LINE OF HWY. PAVEMENT, 1.4 FEET LOWER
 KA1897'THAN SAME, AND 5.0 FEET NW OF STEEL WITNESS POST.
 KA1897
 KA1897                          STATION RECOVERY (1964)
 KA1897
 KA1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JB)
 KA1897'RECOVERED ALL MARKS IN GOOD CONDITION AS ORIGINALLY DESCRIBED. ALL
 KA1897'MARKS WERE DESTROYED AFTER THE ESTABLISHMENT OF INCLOSE 3,
 KA1897'EXCEPT THE UNSTAMPED STATION MARK OF INCLOSE 2 AND THE
 KA1897'ORIGINAL AZIMUTH MARK WHICH HAS SERVED FOR INCLOSE AND INCLOSE 2
 KA1897'AND SERVES ALSO FOR INCLOSE 3. SEE DESCRIPTION OF INCLOSE 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1898 ***********************************************************************
 KA1898  DESIGNATION -  INCLOSE 3
 KA1898  PID         -  KA1898
 KA1898  STATE/COUNTY-  IL/COLES
 KA1898  USGS QUAD   -  WESTFIELD EAST (1984)
 KA1898
 KA1898                         *CURRENT SURVEY CONTROL
 KA1898  ___________________________________________________________________
 KA1898* NAD 83(1997)-  39 29 59.65987(N)    087 59 03.75753(W)     ADJUSTED  
 KA1898* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 KA1898  ___________________________________________________________________
 KA1898  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 KA1898  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1898
 KA1898  HORZ ORDER  -  THIRD
 KA1898
 KA1898.The horizontal coordinates were established by classical geodetic methods
 KA1898.and adjusted by the National Geodetic Survey in October 1999..
 KA1898.No horizontal observational check was made to the station.
 KA1898
 KA1898.The orthometric height was scaled from a topographic map.
 KA1898
 KA1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1898
 KA1898.The geoid height was determined by GEOID03.
 KA1898
 KA1898;                    North         East     Units Scale Factor Converg.
 KA1898;SPC IL E     -   314,534.432   330,014.246   MT  0.99998609   +0 13 19.1
 KA1898;SPC IL E     - 1,031,935.05  1,082,721.74   sFT  0.99998609   +0 13 19.1
 KA1898;UTM  16      - 4,372,716.511   415,363.310   MT  0.99968819   -0 37 34.2
 KA1898
 KA1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1898!SPC IL E     -   0.99996943  x   0.99998609  =   0.99995552
 KA1898!UTM  16      -   0.99996943  x   0.99968819  =   0.99965763
 KA1898
 KA1898|---------------------------------------------------------------------|
 KA1898| PID    Reference Object                     Distance      Geod. Az  |
 KA1898|                                                           dddmmss.s |
 KA1898| CM3721 INCLOSE 3 RM 4                       21.562 METERS 00312     |
 KA1898| KA1899 INCLOSE 1947 AZ MK                  APPROX. 1.0 KM 1762718.1 |
 KA1898| CM3722 INCLOSE 3 RM 5                       17.960 METERS 18324     |
 KA1898| KA1897 INCLOSE 2 1964                        7.068 METERS 26412     |
 KA1898|---------------------------------------------------------------------|
 KA1898
 KA1898                          SUPERSEDED SURVEY CONTROL
 KA1898
 KA1898  NAD 83(1997)-  39 29 59.65788(N)    087 59 03.75467(W) AD(       ) 3
 KA1898  NAD 83(1986)-  39 29 59.66947(N)    087 59 03.75205(W) AD(       ) 3
 KA1898  NAD 27      -  39 29 59.53999(N)    087 59 03.62865(W) AD(       ) 3
 KA1898
 KA1898.Superseded values are not recommended for survey control.
 KA1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1898.See file dsdata.txt to determine how the superseded data were derived.
 KA1898
 KA1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1536372717(NAD 83)
 KA1898_MARKER: DS = TRIANGULATION STATION DISK
 KA1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1898_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1898
 KA1898  HISTORY     - Date     Condition        Report By
 KA1898  HISTORY     - 1964     MONUMENTED       CGS
 KA1898
 KA1898                          STATION DESCRIPTION
 KA1898
 KA1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JB)
 KA1898'ABOUT 0.5 MI E ALONG THE MAIN E-W STREET FROM THE MAIN CORNER IN
 KA1898'WESTFIELD, THENCE 3.2 MILES N ALONG NO. 49 ILL. HWY.  TO STATION ON
 KA1898'LEFT, ABOUT 3 MILES W OF OLD INCLOSE SCHOOL, ABOUT 30 YARDS S OF
 KA1898'CREST OF RIDGE, 58 FEET W OF CENTER LINE OF 24-FOOT ASPHALT
 KA1898'HWY. PAVEMENT, 5.4 FEET HIGHER THAN SAME, STANDARD DISKS STAMPED
 KA1898'INCLOSE 3 1964 WITH THE UPPER ONE
 KA1898'FLUSH WITH THE GROUND.
 KA1898'
 KA1898'R.M. NO. 4 IS 10 YARDS S OF CREST OF RIDGE, 59 FEET W OF C/L OF HWY.,
 KA1898'5 FEET HIGHER THAN SAME, 2.2 FEET SSW OF STEEL WITNESS POST, AND
 KA1898'FLUSH WITH THE GROUND.
 KA1898'
 KA1898'R.M. NO. 5 IS 59 FEET W OF C/L OF HWY., 5.0 FEET HIGHER THAN SAME,
 KA1898'2.0 FEET SSW OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 KA1898'
 KA1898'AZIMUTH MARK IS ABOUT 156 YARDS S OF CONCRETE BOX CULVERT,THE
 KA1898'DISTANCE ABOVE FROM STATION IS COMPUTED, 37 FEET E OF C/L OF
 KA1898'HWY., 1.4 FEET LOWER THAN SAME, 5.0 FEET NW OF STEEL WITNESS POST,
 KA1898'2.0 FEET W OF CREOSOTED TELEPHONE POLE, 2.0 FEET NW OF
 KA1898'CONCRETE R/W MARKER USED AS WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1513 ***********************************************************************
 MF1513  DESIGNATION -  INDIAN
 MF1513  PID         -  MF1513
 MF1513  STATE/COUNTY-  IL/LA SALLE
 MF1513  USGS QUAD   -  LELAND (1971)
 MF1513
 MF1513                         *CURRENT SURVEY CONTROL
 MF1513  ___________________________________________________________________
 MF1513* NAD 83(1997)-  41 30 50.30262(N)    088 48 56.20689(W)     ADJUSTED  
 MF1513* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 MF1513  ___________________________________________________________________
 MF1513  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MF1513  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MF1513
 MF1513  HORZ ORDER  -  SECOND
 MF1513
 MF1513.The horizontal coordinates were established by classical geodetic methods
 MF1513.and adjusted by the National Geodetic Survey in October 1999..
 MF1513
 MF1513.The orthometric height was scaled from a topographic map.
 MF1513
 MF1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1513
 MF1513.The geoid height was determined by GEOID03.
 MF1513
 MF1513;                    North         East     Units Scale Factor Converg.
 MF1513;SPC IL E     -   538,233.935   259,741.098   MT  0.99999494   -0 19 10.8
 MF1513;SPC IL E     - 1,765,855.84    852,167.25   sFT  0.99999494   -0 19 10.8
 MF1513;UTM  16      - 4,597,406.834   348,493.356   MT  0.99988249   -1 12 13.0
 MF1513
 MF1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1513!SPC IL E     -   0.99997336  x   0.99999494  =   0.99996830
 MF1513!UTM  16      -   0.99997336  x   0.99988249  =   0.99985586
 MF1513
 MF1513|---------------------------------------------------------------------|
 MF1513| PID    Reference Object                     Distance      Geod. Az  |
 MF1513|                                                           dddmmss.s |
 MF1513| MF1517 INDIAN 2                             42.018 METERS 03813     |
 MF1513| CI7563 INDIAN AZ MK                                       1800713.1 |
 MF1513| CI7565 INDIAN RM 2                          23.466 METERS 22725     |
 MF1513| CI7564 INDIAN RM 1                          25.296 METERS 35926     |
 MF1513|---------------------------------------------------------------------|
 MF1513
 MF1513                          SUPERSEDED SURVEY CONTROL
 MF1513
 MF1513  NAD 83(1997)-  41 30 50.30552(N)    088 48 56.21445(W) AD(       ) 2
 MF1513  NAD 83(1986)-  41 30 50.30770(N)    088 48 56.21519(W) AD(       ) 2
 MF1513  NAD 27      -  41 30 50.19550(N)    088 48 55.93580(W) AD(       ) 2
 MF1513
 MF1513.Superseded values are not recommended for survey control.
 MF1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1513.See file dsdata.txt to determine how the superseded data were derived.
 MF1513
 MF1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4849397407(NAD 83)
 MF1513_MARKER: DS = TRIANGULATION STATION DISK
 MF1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1513
 MF1513  HISTORY     - Date     Condition        Report By
 MF1513  HISTORY     - 1954     MONUMENTED       CGS
 MF1513  HISTORY     - 1966     GOOD             CGS
 MF1513  HISTORY     - 1971     GOOD             NGS
 MF1513  HISTORY     - 1972     GOOD             ILHD
 MF1513  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF1513  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 MF1513
 MF1513                          STATION DESCRIPTION
 MF1513
 MF1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1513'STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY
 MF1513'23 ABOUT 6-3/4 MILES SOUTHWEST OF LELAND AND 4-1/2 MILES
 MF1513'NORTHWEST OF SERENA AND IS ON ROAD RIGHT-OF-WAY.  IT IS
 MF1513'127 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY
 MF1513'23 AND A GRAVEL ROAD EAST, 32 FEET NORTH OF A 36 INCH MAPLE
 MF1513'TREE, 28 FEET EAST OF THE CENTER OF THE HIGHWAY, 3 FEET
 MF1513'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE
 MF1513'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED INDIAN 1954.
 MF1513'
 MF1513'REFERENCE MARK NO. 1 IS 44 FEET SOUTHEAST OF THE INTERSECTION,
 MF1513'28 FEET EAST OF THE CENTER OF THE HIGHWAY AND 1 FOOT WEST
 MF1513'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1513'INDIAN NO 1 1954.
 MF1513'
 MF1513'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTER OF THE
 MF1513'HIGHWAY AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH
 MF1513'AND THE DISK IS STAMPED INDIAN NO 2 1954.
 MF1513'
 MF1513'AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF HIGHWAY 23,
 MF1513'2 FEET NORTH OF A POWER LINE POLE, 1 FOOT NORTH OF A WHITE
 MF1513'WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK
 MF1513'IS FLUSH AND THE DISK IS STAMPED INDIAN 1954.
 MF1513'
 MF1513'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAY
 MF1513'52 AND STATE HIGHWAY 23 ABOUT 4 MILES WEST OF SERENA, GO NORTH
 MF1513'ON HIGHWAY 23 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT
 MF1513'AS DESCRIBED, CONTINUE NORTH ON HIGHWAY 23 FOR 0.6 MILE
 MF1513'TO THE STATION ON THE RIGHT AS DESCRIBED.
 MF1513'
 MF1513'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1513
 MF1513                          STATION RECOVERY (1966)
 MF1513
 MF1513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1513'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 MF1513'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 MF1513'PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 MF1513'
 MF1513'THE STATION MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 MF1513'
 MF1513'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 MF1513
 MF1513                          STATION RECOVERY (1971)
 MF1513
 MF1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MF1513'ALL MARKS WERE FOUND IN GOOD CONDITION BUT IN THE WAY OF
 MF1513'ROAD CONSTRUCTION AND ALL MARKS EXCEPT THE UNDERGROUND STATION
 MF1513'MARK WERE DESTROYED AFTER A NEW STATION INDIAN 2 1971 WAS
 MF1513'ESTABLISHED.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 MF1513'MARKS CHECKED.
 MF1513'
 MF1513'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1513'
 MF1513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 MF1513'MILES NORTHWEST OF SERENA
 MF1513
 MF1513                          STATION RECOVERY (1972)
 MF1513
 MF1513'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (RIL)
 MF1513'RECOVERED BY IL DIV OF HWYS
 MF1513'
 MF1513'INDIAN 1956-GOOD
 MF1513'
 MF1513'INDIAN NO 2-GOOD
 MF1513'
 MF1513'INDIAN 1956 NO 3 1967-GOOD
 MF1513'
 MF1513'INDIAN 1956-AZI GOOD
 MF1513'
 MF1513'IN ALL CASES DELETE ALL MEASUREMENTS FROM WITNESS POSTS, AS
 MF1513'ALL WITNESS POST WERE GONE.
 MF1513
 MF1513                          STATION RECOVERY (1997)
 MF1513
 MF1513'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1513'MARK NOT FOUND.
 MF1513
 MF1513                          STATION RECOVERY (2002)
 MF1513
 MF1513'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1513'RM 1, RM 2 AND THE AZIMUTH WERE NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3019 ***********************************************************************
 ME3019  DESIGNATION -  INDIAN
 ME3019  PID         -  ME3019
 ME3019  STATE/COUNTY-  IL/COOK
 ME3019  USGS QUAD   -  RIVER FOREST (1997)
 ME3019
 ME3019                         *CURRENT SURVEY CONTROL
 ME3019  ___________________________________________________________________
 ME3019* NAD 83(1997)-  41 56 23.88007(N)    087 50 11.78451(W)     ADJUSTED  
 ME3019* NAVD 88     -       191.3    (meters)     628.     (feet)  VERTCON   
 ME3019  ___________________________________________________________________
 ME3019  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 ME3019  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3019
 ME3019  HORZ ORDER  -  FIRST
 ME3019
 ME3019.The horizontal coordinates were established by classical geodetic methods
 ME3019.and adjusted by the National Geodetic Survey in October 1999..
 ME3019
 ME3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3019
 ME3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3019
 ME3019.The geoid height was determined by GEOID03.
 ME3019
 ME3019;                    North         East     Units Scale Factor Converg.
 ME3019;SPC IL E     -   585,554.054   341,191.856   MT  0.99999587   +0 19 55.2
 ME3019;SPC IL E     - 1,921,105.26  1,119,393.61   sFT  0.99999587   +0 19 55.2
 ME3019;UTM  16      - 4,643,449.240   430,648.861   MT  0.99965918   -0 33 33.0
 ME3019
 ME3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3019!SPC IL E     -   0.99997526  x   0.99999587  =   0.99997113
 ME3019!UTM  16      -   0.99997526  x   0.99965918  =   0.99963445
 ME3019
 ME3019:                Primary Azimuth Mark                     Grid Az
 ME3019:SPC IL E     -  INDIAN AZ MK TPT                         012 17 18.7
 ME3019:UTM  16      -  INDIAN AZ MK TPT                         013 10 46.9
 ME3019
 ME3019|---------------------------------------------------------------------|
 ME3019| PID    Reference Object                     Distance      Geod. Az  |
 ME3019|                                                           dddmmss.s |
 ME3019| ME3094 INDIAN AZ MK TPT                    483.696 METERS 0123713.9 |
 ME3019| ME3093 INDIAN AZ MK                        489.762 METERS 0123712.7 |
 ME3019| CM3727 INDIAN RM 3                          33.178 METERS 03353     |
 ME3019| CM3725 INDIAN RM 1                          25.825 METERS 04152     |
 ME3019| ME3030 CHICAGO RAD STA KSB 242 MAST        APPROX. 3.0 KM 0594636.5 |
 ME3019| CM3726 INDIAN RM 2                          25.535 METERS 12852     |
 ME3019|---------------------------------------------------------------------|
 ME3019
 ME3019                          SUPERSEDED SURVEY CONTROL
 ME3019
 ME3019  NAD 83(1997)-  41 56 23.88019(N)    087 50 11.78503(W) AD(       ) 1
 ME3019  NAD 83(1997)-  41 56 23.88123(N)    087 50 11.79828(W) AD(       ) 1
 ME3019  NAD 83(1986)-  41 56 23.88268(N)    087 50 11.79796(W) AD(       ) 1
 ME3019  NAD 27      -  41 56 23.77223(N)    087 50 11.57539(W) AD(       ) 1
 ME3019  NGVD 29 (07/19/86)  191.4    (m)          628.     (f) VERT ANG       
 ME3019
 ME3019.Superseded values are not recommended for survey control.
 ME3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3019.See file dsdata.txt to determine how the superseded data were derived.
 ME3019
 ME3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3064943449(NAD 83)
 ME3019_MARKER: DS = TRIANGULATION STATION DISK
 ME3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3019
 ME3019  HISTORY     - Date     Condition        Report By
 ME3019  HISTORY     - 1956     MONUMENTED       CGS
 ME3019  HISTORY     - 1967     GOOD             CGS
 ME3019  HISTORY     - 1973     GOOD             ALSTER
 ME3019  HISTORY     - 1977     GOOD             NGS
 ME3019
 ME3019                          STATION DESCRIPTION
 ME3019
 ME3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3019'STATION IS LOCATED ON THE EAST SIDE OF CHICAGO, ABOUT 2 MILES
 ME3019'SOUTHEAST OF SCHILLER
 ME3019'PARK AT THE INTERSECTION OF S. CUMBERLAND AVE. AND W. FOREST PRESERVE
 ME3019'AVE.  IT IS 194 FEET SOUTHWEST OF
 ME3019'THE INTERSECTION, 117 FEET WEST OF THE CENTER OF S. CUMBERLAND
 ME3019'AVE., 114 FEET SOUTH OF THE CENTER OF W.
 ME3019'FOREST PRESERVE AVE. AND 20 FEET NORTHEAST
 ME3019'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME3019'STAMPED INDIAN 1956.
 ME3019'
 ME3019'TO REACH THE STATION FROM THE POST OFFICE IN SCHILLER PARK, GO EAST
 ME3019'ON STATE HIGHWAY 19 FOR
 ME3019'1.4 MILES TO S. CUMBERLAND AVENUE.  TURN RIGHT AND GO SOUTH ON S.
 ME3019'CUMBERLAND AVENUE FOR 0.5 MILE TO W.
 ME3019'ADDISON STREET*.  CONTINUE SOUTH ON S. CUMBERLAND AVENUE
 ME3019'FOR 0.35 MILE TO THE JUNCTION OF W. FOREST
 ME3019'PRESERVE AVENUE AND THE STATION AS DESCRIBED.
 ME3019'
 ME3019'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON W. ADDISON
 ME3019'STREET 0.1 MILE TO N. PONTIAC
 ME3019'AVENUE AND THE MARK AS DESCRIBED.
 ME3019'
 ME3019'REFERENCE MARK 1 IS 73 FEET SOUTH OF THE CENTER OF W. FOREST PRESERVE
 ME3019'AVENUE, 57 FEET WEST OF THE
 ME3019'CENTER OF S. CUMBERLAND AVENUE, 24 FEET SOUTH OF A 20 INCH POPLAR
 ME3019'TREE AND 13 FEET SOUTHWEST OF THE
 ME3019'WEST LEG OF A FOREST PRESERVE SIGN.  THE MARK IS FLUSH
 ME3019'AND THE DISK IS STAMPED INDIAN NO 1 1956.
 ME3019'
 ME3019'REFERENCE MARK 2 IS 52 FEET WEST OF THE CENTER OF S. CUMBERLAND
 ME3019'AVENUE AND 38 FEET NORTH OF A
 ME3019'24 INCH ELM TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED INDIAN
 ME3019'NO 2 1956.
 ME3019'
 ME3019'AZIMUTH MARK IS 197 FEET SOUTH OF THE CENTER OF W. ADDISON STREET, 67
 ME3019'FEET WEST OF THE CENTER OF
 ME3019'N. PONTIAC AVENUE, 52 FEET SOUTHWEST OF A POWER LINE POLE, 46 FEET
 ME3019'SOUTH OF THE SOUTH EDGE OF A CIRCLE
 ME3019'DRIVE AND 11 FEET NORTHEAST OF A 16 INCH ELM TREE.
 ME3019'THE MARK IS FLUSH AND THE DISK IS STAMPED INDIAN 1956.
 ME3019'
 ME3019'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ME3019
 ME3019                          STATION RECOVERY (1967)
 ME3019
 ME3019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME3019'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 2 WERE FOUND IN
 ME3019'GOOD CONDITION.
 ME3019'THERE HAS BEEN SOME ROAD WORK IN THE AREA OF REFERENCE
 ME3019'MARK 1 AND IT IS ASSUMED DESTROYED
 ME3019'SINCE IT COULD NOT BE FOUND.  REFERENCE
 ME3019'MARK 3 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION
 ME3019'TO REFERENCE
 ME3019'MARK 2 CHECKED ALONG WITH THE DIRECTION TO THE RADIO MAST.  THE
 ME3019'PREVIOUS DESCRIPTION
 ME3019'IS GOOD WITH THE FOLLOWING CHANGES.
 ME3019'
 ME3019'THE STATION MARK IS 68 FEET SOUTH OF A CONCRETE ROAD RIGHT-OF-WAY
 ME3019'MARKER, 68 FEET
 ME3019'WEST OF A METAL STREET LIGHT POLE, 65 FEET SOUTH OF A
 ME3019'METAL STREET LIGHT POLE, 1 FOOT
 ME3019'NORTHEAST OF A METAL WITNESS POST AND
 ME3019'4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 ME3019'WOODS.  THE MONUMENT IS
 ME3019'8 INCHES BELOW THE SURFACE OF THE GROUND.
 ME3019'
 ME3019'REFERENCE MARK 2 IS AS DESCRIBED AND 1 FOOT NORTH OF A METAL WITNESS
 ME3019'POST.  THE MARK IS
 ME3019'NOW 3 INCHES BELOW THE SURFACE OF THE GROUND.
 ME3019'
 ME3019'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN A CONCRETE TRIANGLE
 ME3019'WHICH SEPERATES
 ME3019'THE EAST BOUND AND SOUTH BOUND TRAFFIC ON FOREST PRESERVE
 ME3019'ROAD.  THE DISK IS STAMPED INDIAN
 ME3019'1956 NO 3 1967.
 ME3019'
 ME3019'THE AZIMUTH MARK IS AS DESCRIBED EXCEPT THE TREE HAS BEEN CUT AND
 ME3019'THE MARK IS NOW 1
 ME3019'FOOT SOUTH OF A METAL WITNESS POST.
 ME3019'
 ME3019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SOUTHEAST
 ME3019'OF SCHILLER PARK
 ME3019'
 ME3019'HIEGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME3019
 ME3019                          STATION RECOVERY (1973)
 ME3019
 ME3019'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1973 (TCH)
 ME3019'RECOVERED BY ALSTER AND ASSOCIATES
 ME3019'
 ME3019'INDIAN 1956 GOOD,
 ME3019'INDIAN 2 1956
 ME3019'GOOD,
 ME3019'INDIAN 1956 3 1967 GOOD,
 ME3019'AZ MARK- INDIAN 1956 GOOD.
 ME3019'
 ME3019'REF. MARK 2 IS AS DESCRIBED, BUT WITNESS POST DESTROYED
 ME3019'HAVE SET NEW
 ME3019'WITNESS POST 1.0 FOOT SOUTH OF REF MARK 2 (2/2/73)
 ME3019'
 ME3019'STATION INDIAN IS AS DESCRIBED, EXCEPT ONLY 6 INCHES BELOW GROUND,
 ME3019'AND WITNESS POST
 ME3019'DESTROYED, SET NEW WITNESS POST 1.0 FOOT SOUTH OF STATION INDIAN
 ME3019'(2/2/73)
 ME3019'
 ME3019'AZ MARK INDIAN IS AS DESCRIBED, BUT WITNESS POST DESTROYED.
 ME3019'HAVE SET NEW
 ME3019'WITNESS POST 1.0 FOOT NORTH OF AZ. MARK INDIAN (2/2/73)
 ME3019
 ME3019                          STATION RECOVERY (1977)
 ME3019
 ME3019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3019'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH
 ME3019'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE
 ME3019'HORIZONTAL DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH
 ME3019'MARK COMPARED FAVORABLY WITH THE OLD DATA. THE DISTANCE TO
 ME3019'REFERENCE MARK 2 CHECKED THE OLD DATA, HOWEVER, A LONGER
 ME3019'DISTANCE OF 0.08 FOOT TO REFERENCE MARK 3 WAS NOTED AND
 ME3019'VERIFIED. A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 ME3019'
 ME3019'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CHICAGO
 ME3019'AT 8401 WEST FOREST PRESERVE AVENUE. IT IS ON COOK COUNTY
 ME3019'FOREST PRESERVE LAND.
 ME3019'
 ME3019'TO REACH THE STATION FROM THE POST OFFICE IN SCHILLER PARK,
 ME3019'GO EAST ON STATE HIGHWAY 19 FOR 1.4 MILES TO THE JUNCTION OF
 ME3019'NORTH CUMBERLAND AVENUE. TURN RIGHT, AND GO SOUTH ON NORTH
 ME3019'CUMBERLAND AVENUE FOR 0.5 MILE TO WEST ADDISON STREET ON THE
 ME3019'LEFT. (TO REACH THE AZIMUTH MARK FROM HERE, GO EAST ON WEST
 ME3019'ADDISON STREET FOR 0.1 MILE TO NORTH PONTIAC AVENUE AND THE
 ME3019'MARK AS DESCRIBED.) CONTINUE SOUTH ON NORTH CUMBERLAND AVENUE
 ME3019'FOR 0.4 MILE TO THE JUNCTION OF WEST FOREST PRESERVE AVENUE
 ME3019'AND THE STATION AS DESCRIBED.
 ME3019'
 ME3019'THE STATION MARK, STAMPED---INDIAN 1956---, IS A STANDARD
 ME3019'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 ME3019'THAT IS 4 INCHES BELOW THE GROUND SURFACE. IT IS 69 FEET WEST
 ME3019'OF A METAL STREET LIGHT POLE, 66 FEET SOUTHEAST OF A METAL
 ME3019'STREET LIGHT POLE, AND 1 FOOT NORTHEAST OF A METAL WITNESS
 ME3019'POST. THE OLD DATA STATES THAT THERE IS AN UNDERGROUND DISK.
 ME3019'
 ME3019'REFERENCE MARK 2, STAMPED---INDIAN NO 2 1956---, IS A STANDARD
 ME3019'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 ME3019'IS 2 INCHES BELOW THE GROUND SURFACE. IT IS 77 FEET SOUTH OF A
 ME3019'METAL STREET LIGHT POLE, 21 FEET NORTHWEST OF A METAL STREET
 ME3019'LIGHT POLE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 ME3019'
 ME3019'REFERENCE MARK 3, STAMPED---INDIAN 1956 NO 3 1967---, IS A
 ME3019'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE PAD AT
 ME3019'THE INTERSECTION. IT IS 22.5 FEET SOUTHWEST OF A METAL STREET
 ME3019'LIGHT POLE AND 1.3 FEET NORTHEAST OF THE CURB.
 ME3019'
 ME3019'THE AZIMUTH MARK, STAMPED---INDIAN 1956---, IS A STANDARD
 ME3019'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 ME3019'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 64 FEET WEST
 ME3019'OF THE CENTER OF PONTIAC AVENUE, 52 FEET SOUTHWEST OF A
 ME3019'POWER POLE, AND 48 FEET EAST OF A LARGE ELM TREE.
 ME3019'
 ME3019'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 37.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1580 ***********************************************************************
 HB1580  DESIGNATION -  INDIAN
 HB1580  PID         -  HB1580
 HB1580  STATE/COUNTY-  IL/JOHNSON
 HB1580  USGS QUAD   -  MERMET (1966)
 HB1580
 HB1580                         *CURRENT SURVEY CONTROL
 HB1580  ___________________________________________________________________
 HB1580* NAD 83(1997)-  37 20 23.99047(N)    088 51 53.85702(W)     ADJUSTED  
 HB1580* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 HB1580  ___________________________________________________________________
 HB1580  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HB1580  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HB1580
 HB1580  HORZ ORDER  -  SECOND
 HB1580
 HB1580.The horizontal coordinates were established by classical geodetic methods
 HB1580.and adjusted by the National Geodetic Survey in October 1999..
 HB1580
 HB1580.The orthometric height was scaled from a topographic map.
 HB1580
 HB1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1580
 HB1580.The geoid height was determined by GEOID03.
 HB1580
 HB1580;                    North         East     Units Scale Factor Converg.
 HB1580;SPC IL E     -    74,855.391   252,891.525   MT  1.00000233   -0 19 20.9
 HB1580;SPC IL E     -   245,588.06    829,694.94   sFT  1.00000233   -0 19 20.9
 HB1580;UTM  16      - 4,134,221.579   334,797.147   MT  0.99993619   -1 07 53.2
 HB1580
 HB1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1580!SPC IL E     -   0.99997688  x   1.00000233  =   0.99997921
 HB1580!UTM  16      -   0.99997688  x   0.99993619  =   0.99991307
 HB1580
 HB1580|---------------------------------------------------------------------|
 HB1580| PID    Reference Object                     Distance      Geod. Az  |
 HB1580|                                                           dddmmss.s |
 HB1580| CI3924 INDIAN RM 1                          29.305 METERS 05618     |
 HB1580| CI3923 INDIAN AZ MK                                       0901700.4 |
 HB1580| CI3925 INDIAN RM 2                          17.468 METERS 25912     |
 HB1580|---------------------------------------------------------------------|
 HB1580
 HB1580                          SUPERSEDED SURVEY CONTROL
 HB1580
 HB1580  NAD 83(1997)-  37 20 23.99552(N)    088 51 53.85611(W) AD(       ) 2
 HB1580  NAD 83(1986)-  37 20 23.99989(N)    088 51 53.85935(W) AD(       ) 2
 HB1580  NAD 27      -  37 20 23.80843(N)    088 51 53.63652(W) AD(       ) 2
 HB1580
 HB1580.Superseded values are not recommended for survey control.
 HB1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1580.See file dsdata.txt to determine how the superseded data were derived.
 HB1580
 HB1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3479734222(NAD 83)
 HB1580_MARKER: DS = TRIANGULATION STATION DISK
 HB1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1580
 HB1580  HISTORY     - Date     Condition        Report By
 HB1580  HISTORY     - 1957     MONUMENTED       CGS
 HB1580
 HB1580                          STATION DESCRIPTION
 HB1580
 HB1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1580'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHEAST OF VIENNA,
 HB1580'ABOUT 8.5 MILES WEST OF REEVESVILLE, ABOUT 4 MILES EAST-NORTHEAST
 HB1580'OF BELKNAP, ABOUT 9.5 MILES NORTH-NORTHWEST OF JOPPA AND ON PROPERTY
 HB1580'OWNED BY MR. BUTON FARLEY.  IT IS 44 FEET NORTH OF THE CENTERLINE OF
 HB1580'A GRAVELED ROAD, 165 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HB1580'FRAME HOUSE, 116 FEET EAST OF THE EAST 1 OF 2 HIGHLINE POLES, 39
 HB1580'FEET SOUTH OF A 30 INCH MAPLE TREE, 12 FEET NORTHEAST OF A WHITE
 HB1580'WITNESS POST AND 10 FEET NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND
 HB1580'THE DISK IS STAMPED INDIAN 1957.
 HB1580'
 HB1580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 HB1580'HIGHWAY 146 IN THE EAST EDGE OF VIENNA, GO SOUTH ON HIGHWAY 45 FOR
 HB1580'5.35 MILES TO A SIDE ROAD LEFT, EAST.  BEAR EASTERLY FOR 0.7 MILE ON
 HB1580'GRAVELED ROAD TO THE TOP OF THE GRADE AND THE STATION ON THE
 HB1580'LEFT, NORTH SIDE OF THE ROAD.
 HB1580'
 HB1580'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST FOR 0.35
 HB1580'MILE TO THE AZIMUTH MARK ON THE NORTH SIDE OF THE ROAD AND ON THE
 HB1580'PROPERTY OF MR. ELI POE.
 HB1580'
 HB1580'REFERENCE MARK 1 IS 106 FEET NORTHEAST OF A WHITE WITNESS POST, 71
 HB1580'FEET EAST OF A 30 INCH MAPLE TREE, 70 FEET SOUTHWEST OF THE
 HB1580'SOUTHWEST CORNER OF A FRAME HOUSE AND 0.5 FOOT WEST OF A FENCE.  THE
 HB1580'MONUMENT IS FLUSH AND THE DISK IS STAMPED INDIAN NO 1 1957.
 HB1580'
 HB1580'REFERENCE MARK 2 IS 33 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HB1580'ROAD, 52 FEET WEST OF A WHITE WITNESS POST, 2 FEET NORTH OF A
 HB1580'FENCE AND 1 FOOT EAST OF A POWER LINE POLE.  THE MONUMENT IS FLUSH
 HB1580'AND THE DISK IS STAMPED INDIAN NO 2 1957.
 HB1580'
 HB1580'THE AZIMUTH MARK IS 48 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HB1580'ROAD, 93 FEET EAST OF A POWER LINE POLE, 24 FEET NORTH OF A FENCE AND
 HB1580'3 FEET NORTH OF THE SOUTHWEST CORNER OF A BARN.  THE MONUMENT IS
 HB1580'FLUSH AND THE DISK IS STAMPED INDIAN 1957.
 HB1580'
 HB1580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1517 ***********************************************************************
 MF1517  DESIGNATION -  INDIAN 2
 MF1517  PID         -  MF1517
 MF1517  STATE/COUNTY-  IL/LA SALLE
 MF1517  USGS QUAD   -  LELAND (1971)
 MF1517
 MF1517                         *CURRENT SURVEY CONTROL
 MF1517  ___________________________________________________________________
 MF1517* NAD 83(1997)-  41 30 51.37268(N)    088 48 55.08587(W)     ADJUSTED  
 MF1517* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 MF1517  ___________________________________________________________________
 MF1517  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MF1517  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MF1517
 MF1517  HORZ ORDER  -  THIRD
 MF1517
 MF1517.The horizontal coordinates were established by classical geodetic methods
 MF1517.and adjusted by the National Geodetic Survey in October 1999..
 MF1517.No horizontal observational check was made to the station.
 MF1517
 MF1517.The orthometric height was scaled from a topographic map.
 MF1517
 MF1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1517
 MF1517.The geoid height was determined by GEOID03.
 MF1517
 MF1517;                    North         East     Units Scale Factor Converg.
 MF1517;SPC IL E     -   538,266.802   259,767.276   MT  0.99999491   -0 19 10.0
 MF1517;SPC IL E     - 1,765,963.67    852,253.14   sFT  0.99999491   -0 19 10.0
 MF1517;UTM  16      - 4,597,439.289   348,520.035   MT  0.99988239   -1 12 12.3
 MF1517
 MF1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1517!SPC IL E     -   0.99997336  x   0.99999491  =   0.99996827
 MF1517!UTM  16      -   0.99997336  x   0.99988239  =   0.99985576
 MF1517
 MF1517|---------------------------------------------------------------------|
 MF1517| PID    Reference Object                     Distance      Geod. Az  |
 MF1517|                                                           dddmmss.s |
 MF1517| CI7567 INDIAN 2 RM 3                        12.923 METERS 00218     |
 MF1517| MF1516 INDIAN 3 AZ MK                      APPROX. 0.5 KM 0881049.2 |
 MF1517| CI7566 INDIAN 2 AZ MK                                     0881833.7 |
 MF1517| CI7568 INDIAN 2 RM 4                         9.474 METERS 09007     |
 MF1517| CI7563 INDIAN AZ MK                                       1813200.5 |
 MF1517| MF1518 INDIAN 3                              3.818 METERS 20148     |
 MF1517| MF1513 INDIAN                               42.018 METERS 21813     |
 MF1517|---------------------------------------------------------------------|
 MF1517
 MF1517                          SUPERSEDED SURVEY CONTROL
 MF1517
 MF1517  NAD 83(1997)-  41 30 51.37558(N)    088 48 55.09343(W) AD(       ) 3
 MF1517  NAD 83(1986)-  41 30 51.37775(N)    088 48 55.09418(W) AD(       ) 3
 MF1517  NAD 27      -  41 30 51.26552(N)    088 48 54.81480(W) AD(       ) 3
 MF1517
 MF1517.Superseded values are not recommended for survey control.
 MF1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1517.See file dsdata.txt to determine how the superseded data were derived.
 MF1517
 MF1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4852097439(NAD 83)
 MF1517_MARKER: DS = TRIANGULATION STATION DISK
 MF1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1517+STABILITY: SURFACE MOTION
 MF1517
 MF1517  HISTORY     - Date     Condition        Report By
 MF1517  HISTORY     - 1971     MONUMENTED       NGS
 MF1517  HISTORY     - 1978     SEE DESCRIPTION  NGS
 MF1517  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF1517  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 MF1517
 MF1517                          STATION DESCRIPTION
 MF1517
 MF1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MF1517'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF LELAND, ABOUT
 MF1517'4-1/2 MILES NORTHWEST OF SERENA, ON ROAD RIGHT-OF-WAY, 115 FEET
 MF1517'EAST OF THE CENTERLINE OF STATE HIGHWAY 23, 22 FEET SOUTH OF THE
 MF1517'CENTERLINE OF GRAVELED ROAD, 1 FOOT NORTH OF A FENCE AND 1 FOOT
 MF1517'WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES
 MF1517'AND THE DISK IS STAMPED INDIAN 2 1971.
 MF1517'
 MF1517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND
 MF1517'U.S. HIGHWAY 52 (ABOUT 4 MILES WEST OF SERENA), GO NORTH ON
 MF1517'HIGHWAY 23 FOR 2.4 MILES TO A SIDE ROAD RIGHT AND THE STATION ON
 MF1517'THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.3
 MF1517'MILE TO THE AZIMUTH MARK ON THE LEFT.
 MF1517'
 MF1517'REFERENCE MARK 3 IS 114 FEET EAST OF THE CENTERLINE OF THE
 MF1517'HIGHWAY, 20 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND
 MF1517'1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 MF1517'4 INCHES AND THE DISK IS STAMPED INDIAN 2 NO 3 1971.
 MF1517'
 MF1517'REFERENCE MARK 4 IS 22 FEET SOUTH OF THE CENTERLINE OF THE
 MF1517'GRAVELED ROAD, 1 FOOT NORTH OF THE FENCE AND 30 FEET EAST OF THE
 MF1517'METAL WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 MF1517'DISK IS STAMPED INDIAN 2 NO 4 1971.
 MF1517'
 MF1517'THE AZIMUTH MARK IS 35 FEET EAST OF A POWER POLE, 31 FEET NORTH
 MF1517'OF THE CENTERLINE OF THE ROAD, 76 FEET NORTHWEST OF A 24 INCH
 MF1517'HICKORY TREE, 1 FOOT WEST OF A METAL WITNESS POST AND 1 FOOT
 MF1517'SOUTH OF A FENCE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 MF1517'IS STAMPED INDIAN 2 1971.
 MF1517'
 MF1517'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1517
 MF1517                          STATION RECOVERY (1978)
 MF1517
 MF1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MF1517'STATION MARK, REFERENCE MARKS 3, 4 AND THE 1971 AZIMUTH MARK WERE
 MF1517'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 MF1517'REFERENCE MARKS WERE VERIFIED.
 MF1517'
 MF1517'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 MF1517'ALL IN THE WAY OF HIGHWAY CONSTRUCTION AND WERE DESTROYED AFTER
 MF1517'ESTABLISHING INDIAN 3 AT THE REQUEST OF THE LASALLE HIGHWAY
 MF1517'DEPARTMENT.  FOR INFORMATION SEE DESCRIPTION INDIAN 3.
 MF1517'
 MF1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST
 MF1517'OF LELAND.
 MF1517'
 MF1517'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1517
 MF1517                          STATION RECOVERY (1997)
 MF1517
 MF1517'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1517'MARK NOT FOUND.
 MF1517
 MF1517                          STATION RECOVERY (2002)
 MF1517
 MF1517'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1517'RM 3, RM 4 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1518 ***********************************************************************
 MF1518  DESIGNATION -  INDIAN 3
 MF1518  PID         -  MF1518
 MF1518  STATE/COUNTY-  IL/LA SALLE
 MF1518  USGS QUAD   -  LELAND (1971)
 MF1518
 MF1518                         *CURRENT SURVEY CONTROL
 MF1518  ___________________________________________________________________
 MF1518* NAD 83(1997)-  41 30 51.25779(N)    088 48 55.14702(W)     ADJUSTED  
 MF1518* NAVD 88     -       203.8    (meters)     669.     (feet)  GPS OBS   
 MF1518  ___________________________________________________________________
 MF1518  X           -      98,890.283 (meters)                     COMP
 MF1518  Y           -  -4,782,035.458 (meters)                     COMP
 MF1518  Z           -   4,205,469.588 (meters)                     COMP
 MF1518  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MF1518  ELLIP HEIGHT-         170.63  (meters)          (02/03/05) GPS OBS
 MF1518  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MF1518
 MF1518  HORZ ORDER  -  FIRST
 MF1518  ELLP ORDER  -  FOURTH    CLASS II
 MF1518
 MF1518.The horizontal coordinates were established by GPS observations
 MF1518.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF1518
 MF1518.The orthometric height was determined by GPS observations and a
 MF1518.high-resolution geoid model.
 MF1518
 MF1518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1518
 MF1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1518
 MF1518.The ellipsoidal height was determined by GPS observations
 MF1518.and is referenced to NAD 83.
 MF1518
 MF1518.The geoid height was determined by GEOID03.
 MF1518
 MF1518;                    North         East     Units Scale Factor Converg.
 MF1518;SPC IL E     -   538,263.265   259,765.839   MT  0.99999491   -0 19 10.1
 MF1518;SPC IL E     - 1,765,952.06    852,248.42   sFT  0.99999491   -0 19 10.1
 MF1518;UTM  16      - 4,597,435.776   348,518.544   MT  0.99988239   -1 12 12.4
 MF1518
 MF1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1518!SPC IL E     -   0.99997324  x   0.99999491  =   0.99996815
 MF1518!UTM  16      -   0.99997324  x   0.99988239  =   0.99985563
 MF1518
 MF1518|---------------------------------------------------------------------|
 MF1518| PID    Reference Object                     Distance      Geod. Az  |
 MF1518|                                                           dddmmss.s |
 MF1518| MF1517 INDIAN 2                              3.818 METERS 02148     |
 MF1518| MF1516 INDIAN 3 AZ MK                      APPROX. 0.5 KM 0874829.3 |
 MF1518| CI7569 INDIAN 3 RM 5                         5.221 METERS 09255     |
 MF1518| CI7570 INDIAN 3 RM 6                         5.145 METERS 21550     |
 MF1518|---------------------------------------------------------------------|
 MF1518
 MF1518                          SUPERSEDED SURVEY CONTROL
 MF1518
 MF1518  ELLIP H (03/04/03)  170.66   (m)                       GP(       ) 4 2
 MF1518  NAD 83(1997)-  41 30 51.25644(N)    088 48 55.14829(W) AD(       ) 3
 MF1518  NAD 83(1997)-  41 30 51.25934(N)    088 48 55.15584(W) AD(       ) 3
 MF1518  NAD 83(1986)-  41 30 51.26145(N)    088 48 55.15663(W) AD(       ) 3
 MF1518  NAD 27      -  41 30 51.14928(N)    088 48 54.87721(W) AD(       ) 3
 MF1518
 MF1518.Superseded values are not recommended for survey control.
 MF1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1518.See file dsdata.txt to determine how the superseded data were derived.
 MF1518
 MF1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4851997436(NAD 83)
 MF1518_MARKER: DS = TRIANGULATION STATION DISK
 MF1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1518+STABILITY: SURFACE MOTION
 MF1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1518+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002
 MF1518
 MF1518  HISTORY     - Date     Condition        Report By
 MF1518  HISTORY     - 1978     MONUMENTED       NGS
 MF1518  HISTORY     - 19970808 GOOD             USPSQD
 MF1518  HISTORY     - 200205   GOOD             ASCPC
 MF1518  HISTORY     - 20021023 GOOD             USPSQD
 MF1518
 MF1518                          STATION DESCRIPTION
 MF1518
 MF1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MF1518'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF LELAND AND ON
 MF1518'ROAD RIGHT-OF-WAY, 112 FEET EAST OF THE CENTERLINE OF STATE
 MF1518'HIGHWAY 23, 34 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD N 40 TH,
 MF1518'1 FOOT SOUTH OF RIGHT-OF-WAY AND 1 FOOT NORTH OF A METAL WITNESS
 MF1518'POST.  THE MONUMENT IS FLUSH AND THE DISK STAMPED INDIAN 3 1978.
 MF1518'
 MF1518'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND
 MF1518'U.S. HIGHWAY 52 (ABOUT 4 MILES WEST OF THE VILLAGE OF SERENA).  GO
 MF1518'NORTH ON HIGHWAY 23 FOR 2.4 MILES TO A SIDE ROAD RIGHT (N 40 ROAD)
 MF1518'AND THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE AS DESCRIBED.
 MF1518'
 MF1518'REFERENCE MARK 5 IS 35 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 MF1518'ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT SOUTH OF THE
 MF1518'RIGHT-OF-WAY MARKER.  THE MONUMENT IS FLUSH AND THE DISK STAMPED
 MF1518'INDIAN 3 NO 5 1978.
 MF1518'
 MF1518'REFERENCE MARK 6 IS 102 FEET EAST OF THE CENTERLINE OF STATE
 MF1518'HIGHWAY 23, 47 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD,
 MF1518'1 FOOT NORTH OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A
 MF1518'FENCE.  THE MONUMENT IS FLUSH AND THE DISK STAMPED INDIAN 3 NO 6
 MF1518'1978.
 MF1518'
 MF1518'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MF1518'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 MF1518'AND THE DISK STAMPED INDIAN 3 1978.
 MF1518'
 MF1518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE COUNTY
 MF1518'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT, NORTH SIDE OF THE
 MF1518'ROAD AS DESCRIBED.
 MF1518'
 MF1518'NEAREST TOWN--LELAND.
 MF1518'
 MF1518'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1518
 MF1518                          STATION RECOVERY (1997)
 MF1518
 MF1518'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1518'RECOVERED IN GOOD CONDITION.
 MF1518
 MF1518                          STATION RECOVERY (2002)
 MF1518
 MF1518'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1518'RECOVERED AS DESCRIBED
 MF1518' 
 MF1518'
 MF1518
 MF1518                          STATION RECOVERY (2002)
 MF1518
 MF1518'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1518'RM 5, RM 6 AND THE AZIMUTH WERE FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1516 ***********************************************************************
 MF1516  DESIGNATION -  INDIAN 3 AZ MK
 MF1516  PID         -  MF1516
 MF1516  STATE/COUNTY-  IL/LA SALLE
 MF1516  USGS QUAD   -  LELAND (1971)
 MF1516
 MF1516                         *CURRENT SURVEY CONTROL
 MF1516  ___________________________________________________________________
 MF1516* NAD 83(1997)-  41 30 51.92467(N)    088 48 31.94259(W)     ADJUSTED  
 MF1516* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 MF1516  ___________________________________________________________________
 MF1516  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MF1516  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MF1516
 MF1516  HORZ ORDER  -  THIRD
 MF1516
 MF1516.The horizontal coordinates were established by classical geodetic methods
 MF1516.and adjusted by the National Geodetic Survey in October 1999..
 MF1516.No horizontal observational check was made to the station.
 MF1516
 MF1516.The orthometric height was scaled from a topographic map.
 MF1516
 MF1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1516
 MF1516.The geoid height was determined by GEOID03.
 MF1516
 MF1516;                    North         East     Units Scale Factor Converg.
 MF1516;SPC IL E     -   538,280.859   260,304.012   MT  0.99999438   -0 18 54.7
 MF1516;SPC IL E     - 1,766,009.78    854,014.08   sFT  0.99999438   -0 18 54.7
 MF1516;UTM  16      - 4,597,445.063   349,056.863   MT  0.99988039   -1 11 57.0
 MF1516
 MF1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1516!SPC IL E     -   0.99997368  x   0.99999438  =   0.99996806
 MF1516!UTM  16      -   0.99997368  x   0.99988039  =   0.99985407
 MF1516
 MF1516:                Primary Azimuth Mark                     Grid Az
 MF1516:SPC IL E     -  INDIAN 3                                 268 07 39.4
 MF1516:UTM  16      -  INDIAN 3                                 269 00 41.7
 MF1516
 MF1516|---------------------------------------------------------------------|
 MF1516| PID    Reference Object                     Distance      Geod. Az  |
 MF1516|                                                           dddmmss.s |
 MF1516| MF1518 INDIAN 3                            APPROX. 0.5 KM 2674844.7 |
 MF1516|---------------------------------------------------------------------|
 MF1516
 MF1516                          SUPERSEDED SURVEY CONTROL
 MF1516
 MF1516  NAD 83(1997)-  41 30 51.92752(N)    088 48 31.95014(W) AD(       ) 3
 MF1516  NAD 83(1986)-  41 30 51.92972(N)    088 48 31.95094(W) AD(       ) 3
 MF1516  NAD 27      -  41 30 51.81698(N)    088 48 31.67223(W) AD(       ) 3
 MF1516
 MF1516.Superseded values are not recommended for survey control.
 MF1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1516.See file dsdata.txt to determine how the superseded data were derived.
 MF1516
 MF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4905797445(NAD 83)
 MF1516_MARKER: DZ = AZIMUTH MARK DISK
 MF1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1516+STABILITY: SURFACE MOTION
 MF1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1516+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002
 MF1516
 MF1516  HISTORY     - Date     Condition        Report By
 MF1516  HISTORY     - 1978     MONUMENTED       NGS
 MF1516  HISTORY     - 19970808 GOOD             USPSQD
 MF1516  HISTORY     - 20021023 GOOD             USPSQD
 MF1516
 MF1516                          STATION DESCRIPTION
 MF1516
 MF1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MF1516'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF LELAND AND ON
 MF1516'ROAD RIGHT-OF-WAY, 112 FEET EAST OF THE CENTERLINE OF STATE
 MF1516'HIGHWAY 23, 34 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD N 40 TH,
 MF1516'1 FOOT SOUTH OF RIGHT-OF-WAY AND 1 FOOT NORTH OF A METAL WITNESS
 MF1516'POST.  THE MONUMENT IS FLUSH AND THE DISK STAMPED INDIAN 3 1978.
 MF1516'
 MF1516'TO REACH STATION INDIAN 3 FROM THE JUNCTION OF STATE HIGHWAY 23 AND
 MF1516'U.S. HIGHWAY 52 (ABOUT 4 MILES WEST OF THE VILLAGE OF SERENA).  GO
 MF1516'NORTH ON HIGHWAY 23 FOR 2.4 MILES TO A SIDE ROAD RIGHT (N 40 ROAD)
 MF1516'AND THE STATION ON THE RIGHT IN THE SOUTHEAST ANGLE AS DESCRIBED.
 MF1516'
 MF1516'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MF1516'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 MF1516'AND THE DISK STAMPED INDIAN 3 1978.
 MF1516'
 MF1516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE COUNTY
 MF1516'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT, NORTH SIDE OF THE ROAD
 MF1516'AS DESCRIBED.
 MF1516'
 MF1516'NEAREST TOWN--LELAND.
 MF1516
 MF1516                          STATION RECOVERY (1997)
 MF1516
 MF1516'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1516'RECOVERED IN GOOD CONDITION.
 MF1516
 MF1516                          STATION RECOVERY (2002)
 MF1516
 MF1516'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3093 ***********************************************************************
 ME3093  DESIGNATION -  INDIAN AZ MK
 ME3093  PID         -  ME3093
 ME3093  STATE/COUNTY-  IL/COOK
 ME3093  USGS QUAD   -  RIVER FOREST (1997)
 ME3093
 ME3093                         *CURRENT SURVEY CONTROL
 ME3093  ___________________________________________________________________
 ME3093* NAD 83(1997)-  41 56 39.37038(N)    087 50 07.13895(W)     ADJUSTED  
 ME3093* NAVD 88     -       192.     (meters)     630.     (feet)  VERTCON   
 ME3093  ___________________________________________________________________
 ME3093  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 ME3093  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME3093
 ME3093  HORZ ORDER  -  SECOND
 ME3093
 ME3093.The horizontal coordinates were established by classical geodetic methods
 ME3093.and adjusted by the National Geodetic Survey in October 1999..
 ME3093
 ME3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3093
 ME3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3093
 ME3093.The geoid height was determined by GEOID03.
 ME3093
 ME3093;                    North         East     Units Scale Factor Converg.
 ME3093;SPC IL E     -   586,032.593   341,296.091   MT  0.99999598   +0 19 58.4
 ME3093;SPC IL E     - 1,922,675.27  1,119,735.59   sFT  0.99999598   +0 19 58.4
 ME3093;UTM  16      - 4,643,925.940   430,760.489   MT  0.99965899   -0 33 30.1
 ME3093
 ME3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3093!SPC IL E     -   0.99997516  x   0.99999598  =   0.99997114
 ME3093!UTM  16      -   0.99997516  x   0.99965899  =   0.99963416
 ME3093
 ME3093                          SUPERSEDED SURVEY CONTROL
 ME3093
 ME3093  NAD 83(1997)-  41 56 39.37050(N)    087 50 07.13948(W) AD(       ) 2
 ME3093  NAD 83(1997)-  41 56 39.37156(N)    087 50 07.15279(W) AD(       ) 2
 ME3093  NAD 83(1986)-  41 56 39.37299(N)    087 50 07.15248(W) AD(       ) 2
 ME3093  NAD 27      -  41 56 39.26261(N)    087 50 06.92979(W) AD(       ) 2
 ME3093  NGVD 29 (07/19/86)  192.     (m)          630.     (f) VERT ANG       
 ME3093
 ME3093.Superseded values are not recommended for survey control.
 ME3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3093.See file dsdata.txt to determine how the superseded data were derived.
 ME3093
 ME3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3076043926(NAD 83)
 ME3093_MARKER: DD = SURVEY DISK
 ME3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3093+STABILITY: SURFACE MOTION
 ME3093
 ME3093  HISTORY     - Date     Condition        Report By
 ME3093  HISTORY     - 1977     MONUMENTED       NGS
 ME3093
 ME3093                          STATION DESCRIPTION
 ME3093
 ME3093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3093'A TRAVERSE WAS MADE TO TRIANGULATION STATION INDIAN USING
 ME3093'ELECTRONIC DISTANCE EQUIPMENT.  FOR ADDITIONAL INFORMATION SEE
 ME3093'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2626 ***********************************************************************
 ME2626  DESIGNATION -  INDIAN OAKS
 ME2626  PID         -  ME2626
 ME2626  STATE/COUNTY-  IL/KANKAKEE
 ME2626  USGS QUAD   -  BRADLEY (1973)
 ME2626
 ME2626                         *CURRENT SURVEY CONTROL
 ME2626  ___________________________________________________________________
 ME2626* NAD 83(1997)-  41 11 19.00368(N)    087 51 07.66745(W)     ADJUSTED  
 ME2626* NAVD 88     -       211.9    (meters)     695.     (feet)  GPS OBS   
 ME2626  ___________________________________________________________________
 ME2626  X           -     180,158.168 (meters)                     COMP
 ME2626  Y           -  -4,803,580.364 (meters)                     COMP
 ME2626  Z           -   4,178,326.905 (meters)                     COMP
 ME2626  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 ME2626  ELLIP HEIGHT-         178.97  (meters)          (02/03/05) GPS OBS
 ME2626  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 ME2626
 ME2626  HORZ ORDER  -  FIRST
 ME2626  ELLP ORDER  -  FOURTH    CLASS II
 ME2626
 ME2626.The horizontal coordinates were established by GPS observations
 ME2626.and adjusted by the AMERICAN SURVEYING in March 2003..
 ME2626
 ME2626.The orthometric height was determined by GPS observations and a
 ME2626.high-resolution geoid model.
 ME2626
 ME2626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2626
 ME2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2626
 ME2626.The ellipsoidal height was determined by GPS observations
 ME2626.and is referenced to NAD 83.
 ME2626
 ME2626.The geoid height was determined by GEOID03.
 ME2626
 ME2626;                    North         East     Units Scale Factor Converg.
 ME2626;SPC IL E     -   502,099.372   340,369.566   MT  0.99999505   +0 19 00.8
 ME2626;SPC IL E     - 1,647,304.36  1,116,695.82   sFT  0.99999505   +0 19 00.8
 ME2626;UTM  16      - 4,560,045.105   428,538.904   MT  0.99966285   -0 33 40.3
 ME2626
 ME2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2626!SPC IL E     -   0.99997193  x   0.99999505  =   0.99996698
 ME2626!UTM  16      -   0.99997193  x   0.99966285  =   0.99963479
 ME2626
 ME2626|---------------------------------------------------------------------|
 ME2626| PID    Reference Object                     Distance      Geod. Az  |
 ME2626|                                                           dddmmss.s |
 ME2626| CM2875 INDIAN OAKS RM 1                      9.233 METERS 00034     |
 ME2626| CM2874 INDIAN OAKS AZ MK                                  0071611.5 |
 ME2626| ME2624 MANTENO ST JOSEPH CATH CH           APPROX. 6.6 KM 0111530.4 |
 ME2626| ME2625 MANTENO ST HOSP ADMIN BLDG TWR      APPROX. 6.3 KM 0393321.9 |
 ME2626| ME2623 ST GEORGE CATH CHURCH SPIRE         APPROX. 6.5 KM 0862215.5 |
 ME2626| CM2876 INDIAN OAKS RM 2                      8.712 METERS 17939     |
 ME2626| ME2639 KANKAKEE RADIO STA WKAN MAST        APPROX. 6.7 KM 2131610.2 |
 ME2626|---------------------------------------------------------------------|
 ME2626
 ME2626                          SUPERSEDED SURVEY CONTROL
 ME2626
 ME2626  NAD 83(1997)-  41 11 19.00424(N)    087 51 07.66563(W) AD(       ) 2
 ME2626  NAD 83(1997)-  41 11 19.00424(N)    087 51 07.66561(W) AD(       ) 2
 ME2626  NAD 83(1986)-  41 11 19.00716(N)    087 51 07.66992(W) AD(       ) 2
 ME2626  NAD 27      -  41 11 18.89710(N)    087 51 07.51120(W) AD(       ) 2
 ME2626
 ME2626.Superseded values are not recommended for survey control.
 ME2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2626.See file dsdata.txt to determine how the superseded data were derived.
 ME2626
 ME2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2853960045(NAD 83)
 ME2626_MARKER: DS = TRIANGULATION STATION DISK
 ME2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2626_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2626+STABILITY: SURFACE MOTION
 ME2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2626+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 ME2626
 ME2626  HISTORY     - Date     Condition        Report By
 ME2626  HISTORY     - 1952     MONUMENTED       CGS
 ME2626  HISTORY     - 1967     GOOD             CGS
 ME2626  HISTORY     - 1970     GOOD             ILHD
 ME2626  HISTORY     - 1973     GOOD             ILHD
 ME2626  HISTORY     - 200205   GOOD             ASCPC
 ME2626
 ME2626                          STATION DESCRIPTION
 ME2626
 ME2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2626'STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 54 IN THE VILLAGE
 ME2626'OF INDIAN OAKS WHICH IS
 ME2626'ABOUT 4 MILES SOUTH OF MANTENO.  IT IS 103 FEET NORTH OF A GASOLINE
 ME2626'STORAGE TANK, 44 FEET WEST OF
 ME2626'CENTER OF HIGHWAY 54, 18 FEET NORTH OF A 6 INCH ELM TREE
 ME2626'WITH TRIANGLE BLAZE AND 7 FEET SOUTH OF A WHITE
 ME2626'WITNESS POST.  THE MARK PROJECTS
 ME2626'ABOUT 6 INCHES AND THE DISK IS STAMPED INDIAN OAKS 1952.
 ME2626'
 ME2626'REFERENCE MARK NO. 1 IS 44 FEET WEST OF CENTER OF HIGHWAY.  THE MARK
 ME2626'PROJECTS ABOUT 6 INCHES
 ME2626'AND THE DISK IS STAMPED INDIAN OAKS NO 1 1952.
 ME2626'
 ME2626'REFERENCE MARK NO. 2 IS 44 FEET WEST OF CENTER OF HIGHWAY AND 7 FEET
 ME2626'SOUTHWEST OF A POWER POLE.
 ME2626'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED INDIAN OAKS
 ME2626'NO 2 1952.
 ME2626'
 ME2626'AZIMUTH MARK IS 31 FEET WEST OF CENTER OF HIGHWAY 54, 3 FEET SOUTH OF
 ME2626'THE END OF A CONCRETE
 ME2626'CULVERT ABUTMENT AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE
 ME2626'MARK PROJECTS ABOUT 4 INCHES AND THE
 ME2626'DISK IS STAMPED INDIAN OAKS 1952.
 ME2626'
 ME2626'TO REACH THE STATION FROM THE INTERSECTION OF LOCUST STREET (U.S.
 ME2626'HIGHWAY 54) AND THIRD
 ME2626'STREET NORTH IN MANTENO, GO SOUTH ON LOCUST STREET AND HIGHWAY 54 FOR
 ME2626'3.4 MILES TO THE AZIMUTH MARK ON
 ME2626'THE RIGHT AS DESCRIBED.  CONTINUE ON HIGHWAY FOR 0.7
 ME2626'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 ME2626'
 ME2626'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2626
 ME2626                          STATION RECOVERY (1967)
 ME2626
 ME2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2626'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND AS
 ME2626'DESCRIBED AND IN
 ME2626'GOOD CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT
 ME2626'SOUTH OF THE AZIMUTH MARK.  THE
 ME2626'PREVIOUS DESCRIPTION IS GOOD.
 ME2626'
 ME2626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SOUTH OF
 ME2626'MANTENO
 ME2626
 ME2626                          STATION RECOVERY (1970)
 ME2626
 ME2626'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 ME2626'INDIAN OAKS 1952 GOOD,
 ME2626'INDIAN OAKS NO 1
 ME2626'1952 GOOD,
 ME2626'INDIAN OAKS NO 2 1952 GOOD.
 ME2626'INDIAN OAKS 1952 AZI-MK GOOD.
 ME2626'
 ME2626'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED EXCEPT FOR
 ME2626'THE FOLLOWING
 ME2626'CHANGES- 1) 6 INCH ELM TREE USED AS A REFERENCE FOR STATION
 ME2626'IS NOW ABOUT AN 18 INCH TREE.
 ME2626'2) THE WITNESS POST 7 FT. NORTH OF STATION IS
 ME2626'NO LONGER THERE.  A NEW POST AND SIGN HAS BEEN
 ME2626'ESTABLISHED 4 FT. W. OF STATION.
 ME2626
 ME2626                          STATION RECOVERY (1973)
 ME2626
 ME2626'RECOVERY NOTE BY IL HIGHWAY DEPT 1973 (JWH)
 ME2626'INDIAN OAKS 1952 GOOD,
 ME2626'RM 1 AND 2 INDIAN
 ME2626'OAKS 1952 GOOD,
 ME2626'INDIAN OAKS 1952 AZI GOOD.
 ME2626'
 ME2626'IN PARAGRAPH 1 CHANGE 6 INCH ELM TO A 24 INCH ELM.
 ME2626'DELETE TRIANGLE
 ME2626'BLAZE.  (GROWN OVER)
 ME2626'ALSO CHANGE WHITE 4 BY 4 WITNESS
 ME2626'POST, TO METAL
 ME2626'SIGN AND POST.
 ME2626'
 ME2626'DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SOUTH OF MANTENO
 ME2626'ILLINOIS.
 ME2626
 ME2626                          STATION RECOVERY (2002)
 ME2626
 ME2626'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 ME2626'RECOVERED AS DESCRIBED
 ME2626' 
 ME2626'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1890 ***********************************************************************
 KA1890  DESIGNATION -  INDIANAPOLIS ST LOUIS AY BN 14
 KA1890  PID         -  KA1890
 KA1890  STATE/COUNTY-  IL/CLARK
 KA1890  USGS QUAD   -  CASEY (1984)
 KA1890
 KA1890                         *CURRENT SURVEY CONTROL
 KA1890  ___________________________________________________________________
 KA1890* NAD 83(1997)-  39 18 57.49027(N)    087 55 37.08341(W)     ADJUSTED  
 KA1890* NAVD 88     -                                                        
 KA1890  ___________________________________________________________________
 KA1890  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KA1890  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1890
 KA1890  HORZ ORDER  -  THIRD
 KA1890
 KA1890.The horizontal coordinates were established by classical geodetic methods
 KA1890.and adjusted by the National Geodetic Survey in October 1999..
 KA1890
 KA1890
 KA1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1890
 KA1890.The geoid height was determined by GEOID03.
 KA1890
 KA1890;                    North         East     Units Scale Factor Converg.
 KA1890;SPC IL E     -   294,134.367   335,044.082   MT  0.99999011   +0 15 26.9
 KA1890;SPC IL E     -   965,005.84  1,099,223.79   sFT  0.99999011   +0 15 26.9
 KA1890;UTM  16      - 4,352,250.602   420,089.778   MT  0.99967862   -0 35 14.5
 KA1890
 KA1890                          SUPERSEDED SURVEY CONTROL
 KA1890
 KA1890  NAD 83(1997)-  39 18 57.49054(N)    087 55 37.08112(W) AD(       ) 4
 KA1890  NAD 83(1986)-  39 18 57.49848(N)    087 55 37.07707(W) AD(       ) 4
 KA1890  NAD 27      -  39 18 57.36600(N)    087 55 36.96200(W) AD(       ) 3
 KA1890
 KA1890.Superseded values are not recommended for survey control.
 KA1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1890.See file dsdata.txt to determine how the superseded data were derived.
 KA1890
 KA1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2009052251(NAD 83)
 KA1890_MARKER: 22 = AIRWAY BEACON
 KA1890
 KA1890  HISTORY     - Date     Condition        Report By
 KA1890  HISTORY     - 1947     FIRST OBSERVED   CGS
 KA1890
 KA1890                          STATION DESCRIPTION
 KA1890
 KA1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1890'THIS IS INTERSECTION STATION.
 KA1890'
 KA1890'THE STATION IS 2.5 MILES WEST OF MARTINSVILLE VIA U.S. HIGHWAY 40,
 KA1890'0.3 MILE SOUTH OF THE HIGHWAY, 50 FEET EAST OF GRAVELED ROAD,
 KA1890'AND 40 FEET NORTH OF A FENCE. IT IS A 4-LEGGED STEEL STRUCTURE ABOUT
 KA1890'40 FEET HIGH AND IS PAINTED RED AND WHITE.
 KA1890'
 KA1890'THE POINT INTERSECTED WAS THE LIGHT OF THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2605 ***********************************************************************
 ME2605  DESIGNATION -  INDILL
 ME2605  PID         -  ME2605
 ME2605  STATE/COUNTY-  IL/KANKAKEE
 ME2605  USGS QUAD   -  LEESVILLE (1976)
 ME2605
 ME2605                         *CURRENT SURVEY CONTROL
 ME2605  ___________________________________________________________________
 ME2605* NAD 83(1997)-  41 02 14.77916(N)    087 32 07.79197(W)     ADJUSTED  
 ME2605* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 ME2605  ___________________________________________________________________
 ME2605  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 ME2605  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 ME2605
 ME2605  HORZ ORDER  -  SECOND
 ME2605
 ME2605.The horizontal coordinates were established by classical geodetic methods
 ME2605.and adjusted by the National Geodetic Survey in October 1999..
 ME2605
 ME2605.The orthometric height was scaled from a topographic map.
 ME2605
 ME2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2605
 ME2605.The geoid height was determined by GEOID03.
 ME2605
 ME2605;                    North         East     Units Scale Factor Converg.
 ME2605;SPC IL E     -   485,506.093   367,086.672   MT  1.00003037   +0 31 25.8
 ME2605;SPC IL E     - 1,592,864.57  1,204,350.19   sFT  1.00003037   +0 31 25.8
 ME2605;SPC IN W     -   642,814.279   861,979.808   MT  0.99998445   -0 17 48.7
 ME2605;SPC IN W     - 2,108,966.51  2,828,012.09   sFT  0.99998445   -0 17 48.7
 ME2605;UTM  16      - 4,543,051.223   454,989.219   MT  0.99962493   -0 21 05.7
 ME2605
 ME2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2605!SPC IL E     -   0.99997165  x   1.00003037  =   1.00000202
 ME2605!SPC IN W     -   0.99997165  x   0.99998445  =   0.99995610
 ME2605!UTM  16      -   0.99997165  x   0.99962493  =   0.99959659
 ME2605
 ME2605:                Primary Azimuth Mark                     Grid Az
 ME2605:SPC IL E     -  INDILL AZ MK                             035 10 04.3
 ME2605:SPC IN W     -  INDILL AZ MK                             035 59 18.8
 ME2605:UTM  16      -  INDILL AZ MK                             036 02 35.8
 ME2605
 ME2605|---------------------------------------------------------------------|
 ME2605| PID    Reference Object                     Distance      Geod. Az  |
 ME2605|                                                           dddmmss.s |
 ME2605| CM2878 INDILL AZ MK                                       0354130.1 |
 ME2605| ME2557 ENOS GRAIN CO ELEVATOR              APPROX. 8.0 KM 1082618.3 |
 ME2605| CM2879 INDILL RM 1                          26.783 METERS 17408     |
 ME2605| CM2880 INDILL RM 2                          30.590 METERS 27759     |
 ME2605|---------------------------------------------------------------------|
 ME2605
 ME2605                          SUPERSEDED SURVEY CONTROL
 ME2605
 ME2605  NAD 83(1997)-  41 02 14.77917(N)    087 32 07.79198(W) AD(       ) 2
 ME2605  NAD 83(1986)-  41 02 14.78388(N)    087 32 07.79926(W) AD(       ) 2
 ME2605  NAD 27      -  41 02 14.66030(N)    087 32 07.68770(W) AD(       ) 2
 ME2605
 ME2605.Superseded values are not recommended for survey control.
 ME2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2605.See file dsdata.txt to determine how the superseded data were derived.
 ME2605
 ME2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5498943051(NAD 83)
 ME2605_MARKER: DS = TRIANGULATION STATION DISK
 ME2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2605
 ME2605  HISTORY     - Date     Condition        Report By
 ME2605  HISTORY     - 1952     MONUMENTED       CGS
 ME2605
 ME2605                          STATION DESCRIPTION
 ME2605
 ME2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2605'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF LAKE VILLAGE, INDIANA
 ME2605'AND ABOUT 2-1/2 MILES NORTHWEST
 ME2605'OF ENOS, INDIANA AND IS ON THE SOUTHEAST END OF A SAND KNOB ON
 ME2605'PROPERTY OWNED BY THE KEYES HEIRS.
 ME2605'IT IS 28 FEET NORTHEAST OF AN 8 INCH OAK TREE THAT HAS A
 ME2605'TRIANGLE BLAZE ON THE EAST SIDE AND 5 FEET
 ME2605'SOUTH OF A WHITE WITNESS POST.  THE MARK
 ME2605'PROJECTS 4 INCHES AND THE DISK IS STAMPED INDILL 1952.
 ME2605'
 ME2605'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE KNOB AND 14 FEET
 ME2605'NORTH OF A 12 INCH OAK TREE
 ME2605'THAT HAS A TRIANGLE BLAZE ON THE NORTH SIDE.  THE MARK PROJECTS 6
 ME2605'INCHES AND THE DISK IS STAMPED
 ME2605'INDILL NO 1 1952.
 ME2605'
 ME2605'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE KNOB, 22 FEET SOUTH
 ME2605'OF AN EAST-WEST FENCELINE AND 14
 ME2605'FEET EAST OF A NORTH-SOUTH FENCELINE.  THE MARK PROJETS 4 INCHES
 ME2605'AND THE DISK IS STAMPED INDILL NO 2
 ME2605'1952.
 ME2605'
 ME2605'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF A SAND ROAD, 3 FEET
 ME2605'WEST OF A FENCE CORNER
 ME2605'AND A WHITE WITNESS POST AND 1 FOOT SOUTH OF THE FENCELINE.  THE MARK
 ME2605'PROJECTS 4 INCHES AND THE DISK
 ME2605'IS STAMPED INDILL 1952.
 ME2605'
 ME2605'TO REACH THE STATION FROM THE INTERSECTION OF INDIANA HIGHWAY 14 AND
 ME2605'U.S.  HIGHWAY 41 IN
 ME2605'ENOS, INDIANA, GO WEST ON GRAVEL ROAD FOR 2.9 MILES TO A CROSSROAD,
 ME2605'TURN RIGHT AND GO 2.0 MILES TO A
 ME2605'CROSSROAD, TURN LEFT AND GO 1.0 MILE TO A T-ROAD
 ME2605'INTERSECTION, TURN LEFT AND GO 0.2 MILE TO A
 ME2605'SIDE ROAD RIGHT, TURN RIGHT AND GO 0.35
 ME2605'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.15 MILE
 ME2605'TO A DRIVEWAY ON THE LEFT AND A
 ME2605'DRIVEWAY ON THE RIGHT, TURN LEFT INTO DRIVEWAY AND GO 0.05 MILE TO A
 ME2605'HOUSE ON THE LEFT AND END OF
 ME2605'TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHWEST FOR ABOUT
 ME2605'0.1 MILE TO THE TOP OF SAND KNOB AND THE
 ME2605'STATION AS DESCRIBED.
 ME2605'
 ME2605'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1246 ***********************************************************************
 MF1246  DESIGNATION -  INERTIAL 507 D CO
 MF1246  PID         -  MF1246
 MF1246  STATE/COUNTY-  IL/DU PAGE
 MF1246  USGS QUAD   -  WHEATON (1993)
 MF1246
 MF1246                         *CURRENT SURVEY CONTROL
 MF1246  ___________________________________________________________________
 MF1246* NAD 83(1986)-  41 48 28.     (N)    088 03 20.     (W)     SCALED    
 MF1246* NAVD 88     -       233.733  (meters)     766.84   (feet)  ADJUSTED  
 MF1246  ___________________________________________________________________
 MF1246  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MF1246  DYNAMIC HT  -         233.651 (meters)     766.57  (feet)  COMP
 MF1246  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 MF1246
 MF1246  VERT ORDER  -  THIRD
 MF1246
 MF1246.The horizontal coordinates were scaled from a topographic map and have
 MF1246.an estimated accuracy of +/- 6 seconds.
 MF1246
 MF1246.The orthometric height was determined by differential leveling
 MF1246.and adjusted by the National Geodetic Survey in June 1991..
 MF1246
 MF1246.The geoid height was determined by GEOID03.
 MF1246
 MF1246.The dynamic height is computed by dividing the NAVD 88
 MF1246.geopotential number by the normal gravity value computed on the
 MF1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1246.degrees latitude (g = 980.6199 gals.).
 MF1246
 MF1246.The modeled gravity was interpolated from observed gravity values.
 MF1246
 MF1246;                    North         East    Units  Estimated Accuracy
 MF1246;SPC IL E     -   570,790.      323,080.      MT  (+/- 180 meters Scaled)
 MF1246
 MF1246                          SUPERSEDED SURVEY CONTROL
 MF1246
 MF1246.No superseded survey control is available for this station.
 MF1246
 MF1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM123289(NAD 83)
 MF1246_MARKER: DB = BENCH MARK DISK
 MF1246_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 MF1246_SP_SET: ALLOY ROD
 MF1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1246
 MF1246  HISTORY     - Date     Condition        Report By
 MF1246  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1246  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 MF1246
 MF1246                          STATION DESCRIPTION
 MF1246
 MF1246'DESCRIBED BY MARCHESE AND SONS 1983
 MF1246'1.0 MI WEST FROM DOWNERS GROVE.
 MF1246'1.0 MILE WEST OF NORTHWEST CORNER OF DOWNERS GROVE, 1.5 MILES
 MF1246'EAST-NORTHEAST OF LISLE ON THE SOUTH SIDE OF WARRENVILLE ROAD, FROM
 MF1246'THE JUNCTION OF STATE HIGHWAY 53 AND EAST-WEST TOLLWAY ILLINOIS 5, GO
 MF1246'0.1 MILE SOUTH ALONG STATE HIGHWAY 53 FROM ILLINOIS 5 TO WARRENVILLE
 MF1246'ROAD, THEN EAST ON WARRENVILLE ROAD FOR 1.0 MILE TO MARK ON RIGHT,
 MF1246'10.0 FEET SOUTH OF WARRENVILLE ROAD EDGE OF PAVEMENT, 700.0 FEET EAST
 MF1246'OF ELECTRIC TRANSMISSION LINE, 20.0 FEET NORTH OF A WHITE WITNESS
 MF1246'SIGN, AND 49.0 FEET NORTHWEST OF ADVERTISMENT DISPLAY BOARD, AND
 MF1246'MONUMENT USED AS A SATELLITE OBSERVATION STATION.  NOTE--A 10 FOOT
 MF1246'ALUMINUM ALLOY ROD WITH A PLASTIC SLEEVE.
 MF1246
 MF1246                          STATION RECOVERY (1998)
 MF1246
 MF1246'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9234 ***********************************************************************
 AE9234  DESIGNATION -  INNER
 AE9234  PID         -  AE9234
 AE9234  STATE/COUNTY-  IL/COOK
 AE9234  USGS QUAD   -  JACKSON PARK (1993)
 AE9234
 AE9234                         *CURRENT SURVEY CONTROL
 AE9234  ___________________________________________________________________
 AE9234* NAD 83(1986)-  41 53 09.     (N)    087 36 36.     (W)     SCALED    
 AE9234* NAVD 88     -       178.722  (meters)     586.36   (feet)  ADJUSTED  
 AE9234  ___________________________________________________________________
 AE9234  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AE9234  DYNAMIC HT  -         178.662 (meters)     586.16  (feet)  COMP
 AE9234  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 AE9234
 AE9234  VERT ORDER  -  SECOND    CLASS I
 AE9234
 AE9234.The horizontal coordinates were scaled from a topographic map and have
 AE9234.an estimated accuracy of +/- 6 seconds.
 AE9234
 AE9234.The orthometric height was determined by differential leveling
 AE9234.and adjusted by the National Geodetic Survey in June 1998..
 AE9234
 AE9234.The geoid height was determined by GEOID03.
 AE9234
 AE9234.The dynamic height is computed by dividing the NAVD 88
 AE9234.geopotential number by the normal gravity value computed on the
 AE9234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9234.degrees latitude (g = 980.6199 gals.).
 AE9234
 AE9234.The modeled gravity was interpolated from observed gravity values.
 AE9234
 AE9234;                    North         East    Units  Estimated Accuracy
 AE9234;SPC IL E     -   579,680.      360,030.      MT  (+/- 180 meters Scaled)
 AE9234
 AE9234                          SUPERSEDED SURVEY CONTROL
 AE9234
 AE9234.No superseded survey control is available for this station.
 AE9234
 AE9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM493372(NAD 83)
 AE9234_MARKER: DB = BENCH MARK DISK
 AE9234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE9234_SP_SET: BREAKWATER
 AE9234_STAMPING: INNER LDK 1943
 AE9234_MARK LOGO: USLS  
 AE9234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9234
 AE9234  HISTORY     - Date     Condition        Report By
 AE9234  HISTORY     - 1943     MONUMENTED       DOD
 AE9234  HISTORY     - 19950810 GOOD             NOS
 AE9234
 AE9234                          STATION DESCRIPTION
 AE9234
 AE9234'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AE9234'BM IS LOCATED ON INNER BREAKWATER IN THE AREA OF THE CHICAGO RIVER
 AE9234'LOCKS, ON THE INNER BREAKWATER SOUTH OF THE FORMER COAST GUARD STATION
 AE9234'NOW OCCUPIED BY CHICAGO PLOICE DEPT., ABOUT 630 FT (192.0 M) SOUTH OF
 AE9234'LINE OF THE SOUTH SIDE OF THE MAIN BUILDING, 100 FT (30.5 M) NORTH OF
 AE9234'A LINE OF PILES PROJECTING INTO INNER HARBOR FROM THE BREAKWATER,
 AE9234'CENTER OF TOP OF HIGHEST PART OF CONCRETE AT THIS POINT, 6.1 METERS
 AE9234'(20.0 FT) NORTH OF THE NORTH SIDE OF SECOND ELECTRICAL BOX SOUTH OF
 AE9234'POLICE STAION, 3.5 METERS (11.5 FT) EAST OF THE CENTERLINE OF THE
 AE9234'ACCESS ROAD, 1.4 METERS (4.6 FT) ABOVE ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3261 ***********************************************************************
 ME3261  DESIGNATION -  INNER LOK
 ME3261  PID         -  ME3261
 ME3261  STATE/COUNTY-  IL/COOK
 ME3261  USGS QUAD   -  JACKSON PARK (1993)
 ME3261
 ME3261                         *CURRENT SURVEY CONTROL
 ME3261  ___________________________________________________________________
 ME3261* NAD 83(1997)-  41 53 08.41142(N)    087 36 35.96853(W)     ADJUSTED  
 ME3261* NAVD 88     -       178.5    (meters)     586.     (feet)  VERTCON   
 ME3261  ___________________________________________________________________
 ME3261  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 ME3261  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3261
 ME3261  HORZ ORDER  -  SECOND
 ME3261
 ME3261.The horizontal coordinates were established by classical geodetic methods
 ME3261.and adjusted by the National Geodetic Survey in October 1999..
 ME3261
 ME3261.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3261
 ME3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3261
 ME3261.The geoid height was determined by GEOID03.
 ME3261
 ME3261;                    North         East     Units Scale Factor Converg.
 ME3261;SPC IL E     -   579,657.048   360,035.273   MT  1.00001933   +0 28 58.6
 ME3261;SPC IL E     - 1,901,758.16  1,181,215.72   sFT  1.00001933   +0 28 58.6
 ME3261;UTM  16      - 4,637,262.271   449,391.541   MT  0.99963152   -0 24 26.2
 ME3261
 ME3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3261!SPC IL E     -   0.99997726  x   1.00001933  =   0.99999659
 ME3261!UTM  16      -   0.99997726  x   0.99963152  =   0.99960879
 ME3261
 ME3261:                Primary Azimuth Mark                     Grid Az
 ME3261:SPC IL E     -  PIER LIGHT 3 C                           063 52 45.7
 ME3261:UTM  16      -  PIER LIGHT 3 C                           064 46 10.5
 ME3261
 ME3261|---------------------------------------------------------------------|
 ME3261| PID    Reference Object                     Distance      Geod. Az  |
 ME3261|                                                           dddmmss.s |
 ME3261| ME3271 PIER LIGHT 3 C                      APPROX. 0.7 KM 0642144.3 |
 ME3261| ME3252 C 8                                 APPROX. 0.5 KM 1803931.3 |
 ME3261| ME3251 C 7                                 410.968 METERS 3515210.0 |
 ME3261|---------------------------------------------------------------------|
 ME3261
 ME3261                          SUPERSEDED SURVEY CONTROL
 ME3261
 ME3261  NAD 83(1997)-  41 53 08.41163(N)    087 36 35.96896(W) AD(       ) 2
 ME3261  NAD 83(1997)-  41 53 08.41609(N)    087 36 35.98091(W) AD(       ) 2
 ME3261  NAD 83(1986)-  41 53 08.41604(N)    087 36 35.97964(W) AD(       ) 2
 ME3261  NGVD 29 (08/23/90)  178.6    (m)          586.     (f) VERT ANG       
 ME3261
 ME3261.Superseded values are not recommended for survey control.
 ME3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3261.See file dsdata.txt to determine how the superseded data were derived.
 ME3261
 ME3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4939237262(NAD 83)
 ME3261_MARKER: DD = SURVEY DISK
 ME3261_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3261+WITH SETTING: PAVEMENT
 ME3261_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3261+STABILITY: SURFACE MOTION
 ME3261
 ME3261  HISTORY     - Date     Condition        Report By
 ME3261  HISTORY     - 1943     MONUMENTED       USLS
 ME3261  HISTORY     - 1983     GOOD             IL1670
 ME3261
 ME3261                          STATION DESCRIPTION
 ME3261
 ME3261'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3261'THE STATION IS IN CHICAGO ON A CONCRETE BREAKWATER, ALONG THE EAST
 ME3261'SIDE OF CHICAGO HARBOR, ABOUT 183 M (200 YARDS) NORTH OF THE PIER
 ME3261'LEADING TO THE BREAKWATER.
 ME3261'
 ME3261'TO REACH THE STATION FROM THE INTERSECTION OF LAKE SHORE DRIVE AND
 ME3261'MONROE DRIVE, GO NORTHEAST ON A GRAVELED ROAD FOR 0.55 KM (0.35
 ME3261'MILE) TO A PIER ON THE RIGHT.  FOLLOW ALONG PIER, EAST TO THE
 ME3261'BREAKWATER.  GO NORTH ALONG THE BREAKWATER FOR ABOUT 183 M (200
 ME3261'YARDS) TO THE STATION.
 ME3261'
 ME3261'THE STATION IS A USLS DISK STAMPED---INNER LOK 1943---CEMENTED IN A
 ME3261'DRILL HOLE IN THE TOP OF THE CONCRETE BREAKWATER.  IT IS 0.73 M
 ME3261'(2.4 FT) EAST OF THE WEST EDGE AND 0.73 M (2.4 FT) WEST OF THE EAST
 ME3261'OF THE BREAKWATER.
 ME3261'
 ME3261'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1846 ***********************************************************************
 JB1846  DESIGNATION -  IRISH
 JB1846  PID         -  JB1846
 JB1846  STATE/COUNTY-  IL/CLINTON
 JB1846  USGS QUAD   -  KEYESPORT (1969)
 JB1846
 JB1846                         *CURRENT SURVEY CONTROL
 JB1846  ___________________________________________________________________
 JB1846* NAD 83(1997)-  38 41 39.54755(N)    089 18 24.14547(W)     ADJUSTED  
 JB1846* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 JB1846  ___________________________________________________________________
 JB1846  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 JB1846  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB1846
 JB1846  HORZ ORDER  -  THIRD
 JB1846
 JB1846.The horizontal coordinates were established by classical geodetic methods
 JB1846.and adjusted by the National Geodetic Survey in October 1999..
 JB1846
 JB1846.The orthometric height was scaled from a topographic map.
 JB1846
 JB1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1846
 JB1846.The geoid height was determined by GEOID03.
 JB1846
 JB1846;                    North         East     Units Scale Factor Converg.
 JB1846;SPC IL W     -   225,387.817   774,810.898   MT  1.00001007   +0 32 15.5
 JB1846;SPC IL W     -   739,459.86  2,542,025.42   sFT  1.00001007   +0 32 15.5
 JB1846;UTM  16      - 4,285,381.034   299,389.642   MT  1.00009561   -1 26 33.2
 JB1846
 JB1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1846!SPC IL W     -   0.99997870  x   1.00001007  =   0.99998877
 JB1846!UTM  16      -   0.99997870  x   1.00009561  =   1.00007431
 JB1846
 JB1846:                Primary Azimuth Mark                     Grid Az
 JB1846:SPC IL W     -  SHATTUC RADIO MAST                       125 39 48.6
 JB1846:UTM  16      -  SHATTUC RADIO MAST                       127 38 37.3
 JB1846
 JB1846|---------------------------------------------------------------------|
 JB1846| PID    Reference Object                     Distance      Geod. Az  |
 JB1846|                                                           dddmmss.s |
 JB1846| JB1844 SHATTUC RADIO MAST                  APPROX.12.0 KM 1261204.1 |
 JB1846| CI3927 IRISH RM 1                           11.018 METERS 16936     |
 JB1846| JB1849 CARLYLE E MUNICIPAL TANK            APPROX.10.4 KM 2072049.4 |
 JB1846| CI3926 IRISH AZ MK                                        2073816.9 |
 JB1846| JB1847 CARLYLE CATHOLIC CHURCH SPIRE       APPROX.10.8 KM 2121233.8 |
 JB1846| JB1850 CARLYLE ARMY ENGINEERS RAD ANT      APPROX. 9.1 KM 2121406.7 |
 JB1846| JB1853 CARLYLE W MUNICIPAL TANK            APPROX.11.0 KM 2150355.7 |
 JB1846| CI3928 IRISH RM 2                           11.485 METERS 28621     |
 JB1846|---------------------------------------------------------------------|
 JB1846
 JB1846                          SUPERSEDED SURVEY CONTROL
 JB1846
 JB1846  NAD 83(1986)-  38 41 39.56382(N)    089 18 24.14037(W) AD(       ) 3
 JB1846  NAD 27      -  38 41 39.39064(N)    089 18 23.86603(W) AD(       ) 3
 JB1846
 JB1846.Superseded values are not recommended for survey control.
 JB1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1846.See file dsdata.txt to determine how the superseded data were derived.
 JB1846
 JB1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9939085381(NAD 83)
 JB1846_MARKER: DS = TRIANGULATION STATION DISK
 JB1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1846
 JB1846  HISTORY     - Date     Condition        Report By
 JB1846  HISTORY     - 1962     MONUMENTED       CGS
 JB1846  HISTORY     - 1981     GOOD             LOCSUR
 JB1846
 JB1846                          STATION DESCRIPTION
 JB1846
 JB1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1846'THE STATION IS ABOUT 6.5 MILES NORTHEAST OF CARLYLE, 7 MILES
 JB1846'NORTHWEST OF FERRIN,
 JB1846'IN IRISHTOWN, TOWNSHIP, IN THE NORTHWEST 0.25 OF SEC 22, T 3
 JB1846'N, R 2 W, AND ON THE
 JB1846'PROPERTY OF MR E M MCKEE.  IT IS 51 FEET
 JB1846'SOUTHWEST OF THE SOUTHEAST CORNER OF A
 JB1846'BARN, 23 FEET SOUTH OF THE
 JB1846'SOUTHWEST CORNER OF THE BARN, 9 FEET SOUTHEAST OF A
 JB1846'WITNESS POST, 8
 JB1846'FEET SOUTHWEST OF A FENCE CORNER, AND 5 FEET WEST OF A WIRE FENCE.
 JB1846'THE MONUMENT IS
 JB1846'FLUSH AND THE DISK IS STAMPED IRISH 1962.
 JB1846'
 JB1846'TO REACH FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE HIGHWAY 127 IN
 JB1846'CARLYLE, GO NORTH ON STATE
 JB1846'HIGHWAY 127 FOR 6.1 MILES TO A CROSSROAD.  TURN
 JB1846'RIGHT AND GO EAST ON A SURFACED ROAD
 JB1846'FOR 2.35 MILES TO A T-ROAD.
 JB1846'TURN LEFT AND GO NORTH FOR 0.55 MILES TO A SIDE ROAD
 JB1846'RIGHT AND A
 JB1846'DRIVEWAY ON THE LEFT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 JB1846'1.0 MILE TO A
 JB1846'T-ROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 JB1846'0.8 MILE TO A DRIVEWAY ON THE
 JB1846'LEFT.  TURN LEFT AND GO EAST ON THE
 JB1846'DRIVEWAY FOR 0.2 MILE TO THE HOME OF MR MCKEE ON
 JB1846'THE RIGHT.  CONTINUE
 JB1846'EAST FOR 0.05 MILE TO THE SOUTHWEST CORNER OF A LARGE BARN AND THE
 JB1846'STATION ON THE RIGHT.
 JB1846'
 JB1846'REFERENCE MARK 1 IS 59 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 JB1846'BARN, 43 FEET SOUTH OF THE
 JB1846'FENCE CORNER, AND 1 FOOT WEST OF THE WIRE FENCE.  THE
 JB1846'MONUMENT PROJECTS 1 INCH AND
 JB1846'THE DISK IS STAMPED IRISH NO 1 1962.
 JB1846'
 JB1846'REFERENCE MARK 2 IS 41 FEET WEST OF THE FENCE CORNER, 41 FEET WEST OF
 JB1846'THE SOUTHWEST CORNER
 JB1846'OF THE BARN, 32 FEET WEST OF THE WITNESS POST, AND 1
 JB1846'FOOT SOUTH OF A WIRE FENCE.  THE
 JB1846'MONUMENT IS FLUSH AND THE DISK IS
 JB1846'STAMPED IRISH NO 2 1962.
 JB1846'
 JB1846'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JB1846'ROAD, 1 FOOT NORTHWEST OF
 JB1846'A WITNESS POST, AND 1 FOOT NORTH OF A POWER POLE.  THE
 JB1846'MONUMENT PROJECTS 2 INCHES AND
 JB1846'THE DISK IS STAMPED IRISH 1962.
 JB1846'
 JB1846'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON THE
 JB1846'GRAVELED ROAD FOR 0.3
 JB1846'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JB1846'
 JB1846'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JB1846
 JB1846                          STATION RECOVERY (1981)
 JB1846
 JB1846'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RAC)
 JB1846'IRISH STATION IS IN GOOD CONDITION, THE ONLY PROBLEM BEING THAT THE
 JB1846'LAND OWNER HAS PUT A TRAILER HOUSE SOUTH OF THE STATION BLOCKING
 JB1846'VIEW TO AZ MARK AND THE STATION BOARDING.  IF THE STATION WAS MOVED
 JB1846'ABOUT 25 FEET WEST IT COULD BE USED AGAIN.
 JB1846'
 JB1846'ALSO RECOVERED AZ MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1215 ***********************************************************************
 MF1215  DESIGNATION -  IROQUOIS
 MF1215  PID         -  MF1215
 MF1215  STATE/COUNTY-  IL/OGLE
 MF1215  USGS QUAD   -  ROCHELLE (1993)
 MF1215
 MF1215                         *CURRENT SURVEY CONTROL
 MF1215  ___________________________________________________________________
 MF1215* NAD 83(1997)-  41 53 52.62589(N)    089 02 33.15072(W)     ADJUSTED  
 MF1215* NAVD 88     -       242.929  (meters)     797.01   (feet)  POSTED    
 MF1215  ___________________________________________________________________
 MF1215  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MF1215  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF1215  DYNAMIC HT  -         242.840 (meters)     796.72  (feet)  COMP
 MF1215  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 MF1215
 MF1215  HORZ ORDER  -  SECOND
 MF1215  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MF1215
 MF1215.The horizontal coordinates were established by classical geodetic methods
 MF1215.and adjusted by the National Geodetic Survey in October 1999..
 MF1215
 MF1215.The orthometric height was determined by differential leveling
 MF1215.and adjusted by the National Geodetic Survey in 1992..
 MF1215.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MF1215.rate of 0.0 thru 1.0 mm/km.
 MF1215
 MF1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1215
 MF1215.The geoid height was determined by GEOID03.
 MF1215
 MF1215.The dynamic height is computed by dividing the NAVD 88
 MF1215.geopotential number by the normal gravity value computed on the
 MF1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1215.degrees latitude (g = 980.6199 gals.).
 MF1215
 MF1215.The modeled gravity was interpolated from observed gravity values.
 MF1215
 MF1215;                    North         East     Units Scale Factor Converg.
 MF1215;SPC IL W     -   581,359.618   793,278.424   MT  1.00004820   +0 45 02.7
 MF1215;SPC IL W     - 1,907,344.01  2,602,614.30   sFT  1.00004820   +0 45 02.7
 MF1215;SPC IL E     -   581,011.388   241,149.051   MT  1.00001760   -0 28 25.1
 MF1215;SPC IL E     - 1,906,201.53    791,169.84   sFT  1.00001760   -0 28 25.1
 MF1215;UTM  16      - 4,640,463.277   330,567.593   MT  0.99995326   -1 21 51.6
 MF1215
 MF1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1215!SPC IL W     -   0.99996707  x   1.00004820  =   1.00001527
 MF1215!SPC IL E     -   0.99996707  x   1.00001760  =   0.99998467
 MF1215!UTM  16      -   0.99996707  x   0.99995326  =   0.99992033
 MF1215
 MF1215|---------------------------------------------------------------------|
 MF1215| PID    Reference Object                     Distance      Geod. Az  |
 MF1215|                                                           dddmmss.s |
 MF1215| MF0555 IROQUOIS RM                          12.400 METERS 23544     |
 MF1215| MF0547 HENDERSON RESET                     APPROX. 1.0 KM 2684741.1 |
 MF1215|---------------------------------------------------------------------|
 MF1215
 MF1215                          SUPERSEDED SURVEY CONTROL
 MF1215
 MF1215  NAD 83(1997)-  41 53 52.62670(N)    089 02 33.15320(W) AD(       ) 2
 MF1215  NAD 83(1986)-  41 53 52.62577(N)    089 02 33.15642(W) AD(       ) 2
 MF1215  NAD 27      -  41 53 52.52090(N)    089 02 32.81600(W) AD(       ) 2
 MF1215  NGVD 29 (07/19/86)  243.13   (m)          797.7    (f) LEVELING    3  
 MF1215
 MF1215.Superseded values are not recommended for survey control.
 MF1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1215.See file dsdata.txt to determine how the superseded data were derived.
 MF1215
 MF1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3056840463(NAD 83)
 MF1215_MARKER: DS = TRIANGULATION STATION DISK
 MF1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1215_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1215+STABILITY: SURFACE MOTION
 MF1215
 MF1215  HISTORY     - Date     Condition        Report By
 MF1215  HISTORY     - 1920     MONUMENTED       CGS
 MF1215  HISTORY     - 1954     SEE DESCRIPTION  CGS
 MF1215  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF1215  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF1215  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF1215
 MF1215                          STATION DESCRIPTION
 MF1215
 MF1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1215'STATION IS ABOUT 2-1/2 MILES S OF ROCHELLE, ON THE E SIDE
 MF1215'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, 10 YARDS
 MF1215'SE OF THE CENTER OF A ROAD CROSSING, 20 YARDS N OF A SEMAPHORE
 MF1215'SIGNAL, AND 4.52 METERS (14.83 FEET) E OF THE E AND NEAREST
 MF1215'RAIL OF THE E TRACK.  THE SURFACE, UNDERGROUND, AND REFERENCE
 MF1215'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MF1215'THE REFERENCE MARK IS ON THE SAME
 MF1215'SIDE OF THE TRACK, NEAR THE FENCE LINE, 12.40 METERS (40.68
 MF1215'FEET) FROM THE STATION, S 55 DEG 44 MIN W.
 MF1215
 MF1215                          STATION RECOVERY (1954)
 MF1215
 MF1215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1215'THIS TRAVERSE STATION WAS PROBABLY LOST WHEN THE RAILROAD
 MF1215'RIGHT-OF-WAY WAS GRADED FROM FENCE TO FENCE IN 1946.  TWO
 MF1215'HOURS WERE SPENT SEARCHING FOR THIS MARK.  THE 1920 DESCRIPTION
 MF1215'MENTIONED A SEMAPHORE SIGNAL WHICH IS GONE.
 MF1215
 MF1215                          STATION RECOVERY (1996)
 MF1215
 MF1215'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1215'MARK NOT FOUND.
 MF1215
 MF1215                          STATION RECOVERY (2001)
 MF1215
 MF1215'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1215'MARK NOT FOUND.
 MF1215
 MF1215                          STATION RECOVERY (2004)
 MF1215
 MF1215'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0555 ***********************************************************************
 MF0555  DESIGNATION -  IROQUOIS RM
 MF0555  PID         -  MF0555
 MF0555  STATE/COUNTY-  IL/OGLE
 MF0555  USGS QUAD   -  ROCHELLE (1993)
 MF0555
 MF0555                         *CURRENT SURVEY CONTROL
 MF0555  ___________________________________________________________________
 MF0555* NAD 83(1986)-  41 53 53.     (N)    089 02 33.     (W)     SCALED    
 MF0555* NAVD 88     -       242.505  (meters)     795.62   (feet)  POSTED    
 MF0555  ___________________________________________________________________
 MF0555  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0555  DYNAMIC HT  -         242.420 (meters)     795.34  (feet)  COMP
 MF0555  MODELED GRAV-     980,260.1   (mgal)                       NAVD 88
 MF0555
 MF0555  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MF0555
 MF0555.The horizontal coordinates were scaled from a topographic map and have
 MF0555.an estimated accuracy of +/- 6 seconds.
 MF0555
 MF0555.The orthometric height was determined by differential leveling
 MF0555.and adjusted by the National Geodetic Survey in 1992..
 MF0555.No vertical observational check was made to the station.
 MF0555.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MF0555.was located on a no-check spur therefore a value was not computed.
 MF0555
 MF0555.The geoid height was determined by GEOID03.
 MF0555
 MF0555.The dynamic height is computed by dividing the NAVD 88
 MF0555.geopotential number by the normal gravity value computed on the
 MF0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0555.degrees latitude (g = 980.6199 gals.).
 MF0555
 MF0555.The modeled gravity was interpolated from observed gravity values.
 MF0555
 MF0555;                    North         East    Units  Estimated Accuracy
 MF0555;SPC IL W     -   581,370.      793,280.      MT  (+/- 180 meters Scaled)
 MF0555
 MF0555                          SUPERSEDED SURVEY CONTROL
 MF0555
 MF0555.No superseded survey control is available for this station.
 MF0555
 MF0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM305404(NAD 83)
 MF0555_MARKER: DB = BENCH MARK DISK
 MF0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0555_STAMPING: 795.802 IROQUOIS 1920
 MF0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0555+STABILITY: SURFACE MOTION
 MF0555
 MF0555  HISTORY     - Date     Condition        Report By
 MF0555  HISTORY     - 1920     MONUMENTED       CGS
 MF0555  HISTORY     - 1969     MARK NOT FOUND   NGS
 MF0555  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF0555  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF0555  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF0555
 MF0555                          STATION DESCRIPTION
 MF0555
 MF0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 MF0555'2.5 MI S FROM ROCHELLE.
 MF0555'2.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0555'FROM ROCHELLE, OGLE COUNTY, 13 YARDS IN AZIMUTH 304 DEG 16 MIN
 MF0555'FROM TRIANGULATION STATION IROQUOIS, EAST OF THE TRACK, AND NEAR
 MF0555'THE FENCE LINE.  A STANDARD REFERENCE-MARK DISK, STAMPED 795.802
 MF0555'IROQUOIS 1920 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MF0555'INCHES ABOVE GROUND.
 MF0555
 MF0555                          STATION RECOVERY (1969)
 MF0555
 MF0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0555'MARK NOT FOUND.
 MF0555
 MF0555                          STATION RECOVERY (1996)
 MF0555
 MF0555'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0555'MARK NOT FOUND.
 MF0555
 MF0555                          STATION RECOVERY (2001)
 MF0555
 MF0555'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0555'MARK NOT FOUND.
 MF0555
 MF0555                          STATION RECOVERY (2004)
 MF0555
 MF0555'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1868 ***********************************************************************
 JB1868  DESIGNATION -  IRVING
 JB1868  PID         -  JB1868
 JB1868  STATE/COUNTY-  IL/WASHINGTON
 JB1868  USGS QUAD   -  IRVINGTON (1974)
 JB1868
 JB1868                         *CURRENT SURVEY CONTROL
 JB1868  ___________________________________________________________________
 JB1868* NAD 83(1997)-  38 25 25.06018(N)    089 09 29.10288(W)     ADJUSTED  
 JB1868* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 JB1868  ___________________________________________________________________
 JB1868  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 JB1868  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JB1868
 JB1868  HORZ ORDER  -  SECOND
 JB1868
 JB1868.The horizontal coordinates were established by classical geodetic methods
 JB1868.and adjusted by the National Geodetic Survey in October 1999..
 JB1868
 JB1868.The orthometric height was scaled from a topographic map.
 JB1868
 JB1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1868
 JB1868.The geoid height was determined by GEOID03.
 JB1868
 JB1868;                    North         East     Units Scale Factor Converg.
 JB1868;SPC IL W     -   195,471.740   788,070.132   MT  1.00003666   +0 37 36.6
 JB1868;SPC IL W     -   641,310.20  2,585,526.76   sFT  1.00003666   +0 37 36.6
 JB1868;SPC IL E     -   195,318.725   227,980.031   MT  1.00003885   -0 30 45.3
 JB1868;SPC IL E     -   640,808.18    747,964.49   sFT  1.00003885   -0 30 45.3
 JB1868;UTM  16      - 4,255,024.610   311,610.878   MT  1.00003709   -1 20 29.7
 JB1868
 JB1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1868!SPC IL W     -   0.99997873  x   1.00003666  =   1.00001539
 JB1868!SPC IL E     -   0.99997873  x   1.00003885  =   1.00001758
 JB1868!UTM  16      -   0.99997873  x   1.00003709  =   1.00001582
 JB1868
 JB1868|---------------------------------------------------------------------|
 JB1868| PID    Reference Object                     Distance      Geod. Az  |
 JB1868|                                                           dddmmss.s |
 JB1868| CI3930 IRVING RM 1                          24.938 METERS 05242     |
 JB1868| CI3929 IRVING AZ MK                                       1003539.9 |
 JB1868| JB1864 ASHLEY RADIO STA KSN 47 MAST        APPROX.11.2 KM 1865601.9 |
 JB1868| JB1899 HOYLETON ZION EVAN REF CHURCH       APPROX.10.2 KM 2814538.9 |
 JB1868| CI3931 IRVING RM 2                          22.367 METERS 31918     |
 JB1868|---------------------------------------------------------------------|
 JB1868
 JB1868                          SUPERSEDED SURVEY CONTROL
 JB1868
 JB1868  NAD 83(1997)-  38 25 25.07543(N)    089 09 29.10082(W) AD(       ) 2
 JB1868  NAD 83(1986)-  38 25 25.07570(N)    089 09 29.10064(W) AD(       ) 2
 JB1868  NAD 27      -  38 25 24.89992(N)    089 09 28.83649(W) AD(       ) 2
 JB1868
 JB1868.Superseded values are not recommended for survey control.
 JB1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1868.See file dsdata.txt to determine how the superseded data were derived.
 JB1868
 JB1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1161155025(NAD 83)
 JB1868_MARKER: DS = TRIANGULATION STATION DISK
 JB1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1868
 JB1868  HISTORY     - Date     Condition        Report By
 JB1868  HISTORY     - 1962     MONUMENTED       CGS
 JB1868
 JB1868                          STATION DESCRIPTION
 JB1868
 JB1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1868'NO P.P. AVAILABLE.
 JB1868'
 JB1868'THE STATION IS ABOUT 1 MILE SOUTH OF IRVINGTON, ABOUT 4 MILES
 JB1868'NORTHEAST OF RICHVIEW, IN THE SOUTHWEST 1/4 OF SEC. 24, T. 1 S.,
 JB1868'R. 1 W. AND ON PROPERTY OWNED BY V.H. OHLEMEYER.  IT IS 84 FEET
 JB1868'SOUTHWEST OF A WITNESS POST, 81 FEET SOUTHWEST OF A POWER POLE, 64
 JB1868'FEET WEST OF A TELEPHONE POLE, 29 FEET SOUTH OF THE CENTERLINE OF
 JB1868'A GRAVELED ROAD AND 3 FEET SOUTH OF A WIRE FENCE.  THE MONUMENT IS
 JB1868'FLUSH AND THE DISK IS STAMPED IRVING 1962.
 JB1868'
 JB1868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 JB1868'HIGHWAY 177 IN IRVINGTON, GO SOUTH ON HIGHWAY 51 FOR 1.05 MILES TO A
 JB1868'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.3
 JB1868'MILE TO THE STATION ON THE RIGHT.
 JB1868'
 JB1868'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 JB1868'ROAD FOR 0.75 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 JB1868'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 JB1868'
 JB1868'REFERENCE MARK 1 IS 24 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 JB1868'ROAD, 3 FEET SOUTHEAST OF THE POWER POLE, 2 FEET WEST OF THE WITNESS
 JB1868'POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MONUMENT PROJECTS 2
 JB1868'INCHES AND THE DISK IS STAMPED IRVING NO 1 1962.
 JB1868'
 JB1868'REFERENCE MARK 2 IS 24 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 JB1868'ROAD AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 2
 JB1868'INCHES AND THE DISK IS STAMPED IRVING NO 2 1962.
 JB1868'
 JB1868'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JB1868'ROAD, 6 FEET SOUTH OF A POWER POLE AND 2 FEET SOUTH OF A WITNESS
 JB1868'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED IRVING 1962.
 JB1868'
 JB1868'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1537 ***********************************************************************
 KB1537  DESIGNATION -  IRWIN
 KB1537  PID         -  KB1537
 KB1537  STATE/COUNTY-  IL/SANGAMON
 KB1537  USGS QUAD   -  PLEASANT PLAINS (1971)
 KB1537
 KB1537                         *CURRENT SURVEY CONTROL
 KB1537  ___________________________________________________________________
 KB1537* NAD 83(1997)-  39 49 49.81506(N)    089 53 57.74590(W)     ADJUSTED  
 KB1537* NAVD 88     -       188.3    (meters)     618.     (feet)  VERTCON   
 KB1537  ___________________________________________________________________
 KB1537  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 KB1537  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KB1537
 KB1537  HORZ ORDER  -  FIRST
 KB1537
 KB1537.The horizontal coordinates were established by classical geodetic methods
 KB1537.and adjusted by the National Geodetic Survey in October 1999..
 KB1537
 KB1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1537
 KB1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1537
 KB1537.The geoid height was determined by GEOID03.
 KB1537
 KB1537;                    North         East     Units Scale Factor Converg.
 KB1537;SPC IL W     -   351,203.459   722,880.167   MT  0.99994762   +0 10 16.3
 KB1537;SPC IL W     - 1,152,240.02  2,371,649.35   sFT  0.99994762   +0 10 16.3
 KB1537;SPC IL E     -   352,354.809   165,940.018   MT  1.00019617   -1 00 11.6
 KB1537;SPC IL E     - 1,156,017.40    544,421.54   sFT  1.00019617   -1 00 11.6
 KB1537;UTM  16      - 4,412,968.100   251,880.272   MT  1.00035798   -1 51 29.0
 KB1537
 KB1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1537!SPC IL W     -   0.99997556  x   0.99994762  =   0.99992318
 KB1537!SPC IL E     -   0.99997556  x   1.00019617  =   1.00017172
 KB1537!UTM  16      -   0.99997556  x   1.00035798  =   1.00033353
 KB1537
 KB1537|---------------------------------------------------------------------|
 KB1537| PID    Reference Object                     Distance      Geod. Az  |
 KB1537|                                                           dddmmss.s |
 KB1537| CI7584 IRWIN RM 1                           50.222 METERS 08448     |
 KB1537| KB1539 IRWIN 1934 AZ MK 1976               APPROX. 0.7 KM 1825052.3 |
 KB1537| CI7585 IRWIN RM 2                           43.099 METERS 18353     |
 KB1537| KB1522 NEW BERLIN ST MARYS CATH CH         APPROX.11.7 KM 1835622.0 |
 KB1537| KB1538 CENTRAL ILL PUB SER RAD KSE 42      APPROX. 5.9 KM 2353010.8 |
 KB1537| CI7586 IRWIN RM 3                           22.690 METERS 31422     |
 KB1537| KB1543 PLEASANT PLAINS FARMERS ELEV        APPROX. 5.4 KM 3373309.0 |
 KB1537| KB1546 PLEASANT PLAINS MUNICIPAL TANK      APPROX. 5.4 KM 3390020.5 |
 KB1537| KB1545 TALLULA MUNICIPAL TANK              APPROX.13.0 KM 3455200.2 |
 KB1537| CI7587 IRWIN RM 4                           29.799 METERS 34929     |
 KB1537|---------------------------------------------------------------------|
 KB1537
 KB1537                          SUPERSEDED SURVEY CONTROL
 KB1537
 KB1537  NAD 83(1997)-  39 49 49.82025(N)    089 53 57.74059(W) AD(       ) 1
 KB1537  NAD 83(1986)-  39 49 49.82384(N)    089 53 57.73652(W) AD(       ) 1
 KB1537  NAD 27      -  39 49 49.64700(N)    089 53 57.34900(W) AD(       ) 1
 KB1537  NGVD 29 (07/19/86)  188.4    (m)          618.     (f) VERT ANG       
 KB1537
 KB1537.Superseded values are not recommended for survey control.
 KB1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1537.See file dsdata.txt to determine how the superseded data were derived.
 KB1537
 KB1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK5188012968(NAD 83)
 KB1537_MARKER: DS = TRIANGULATION STATION DISK
 KB1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1537
 KB1537  HISTORY     - Date     Condition        Report By
 KB1537  HISTORY     - 1934     MONUMENTED       CGS
 KB1537  HISTORY     - 1959     GOOD             CGS
 KB1537  HISTORY     - 1966     GOOD             CGS
 KB1537  HISTORY     - 1975     GOOD             NGS
 KB1537
 KB1537                          STATION DESCRIPTION
 KB1537
 KB1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KB1537'ABOUT 3 MILES SOUTH-SOUTHEAST OF PLEASANT PLAINS, IN THE NORTHWEST
 KB1537'CORNER OF A BARNYARD ON A FARM OWNED BY EDWARD IRWIN. IRWINS
 KB1537'FARM BUILDINGS ARE IN THE NORTHEAST ANGLE OF A CROSS ROAD
 KB1537'INTERSECTION.213 FEET NORTH OF THE NORTHWEST CORNER OF THE BARN,
 KB1537'68 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CORNCRIB, 105
 KB1537'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, AND IS SET
 KB1537'12 INCHES UNDERGROUND.
 KB1537'
 KB1537'TO REACH FROM PLEASANT PLAINS, GO EAST FROM THE HIGH SCHOOL ON STATE
 KB1537'HIGHWAYS 123 AND 125 FOR 1.5 MILES, TURN SOUTH ON T-ROAD FOR 1.1
 KB1537'MILES, JOG WEST 0.3 MILE, AND CONTINUE SOUTH 1.5 MILES TO THE
 KB1537'STATION.
 KB1537'
 KB1537'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 KB1537'IN CONCRETE.
 KB1537'
 KB1537'REFERENCE MARK NO. 1 IS EAST OF THE STATION, IN THE FENCE BETWEEN THE
 KB1537'BARNYARD AND A FIELD TO THE NORTH, 4 FEET EAST OF THE NORTHEAST
 KB1537'CORNER OF THE BARNYARD, 233.43 FEET NORTHEAST OF REFERENCE MARK NO. 2
 KB1537'AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS SOUTH OF
 KB1537'THE STATION, IN THE FENCE LINE BETWEEN THE BARNYARD AND GARDEN TO THE
 KB1537'WEST, 73 FEET NORTH OF THE NORTHWEST CORNER OF THE BARN, AND
 KB1537'PROJECTS 4 INCHES.
 KB1537'
 KB1537'THE AZIMUTH MARK IS SOUTH OF THE STATION, 0.35 MI.  S.  OF THE
 KB1537'CROSSROADS, IN THE WEST RIGHT-OF-WAY FENCE OF THE NORTH-SOUTH
 KB1537'ROAD, AND ACROSS THE ROAD FROM THE FIRST FARM BUILDINGS SOUTH OF THE
 KB1537'CROSSROADS, AND PROJECTS 4 INCHES.
 KB1537'
 KB1537'NO SUITABLE OBJECTS VISIBLE FROM THE GROUND.
 KB1537'
 KB1537'113-FOOT LIGHT AT RICE IS VISIBLE FROM THE GROUND.
 KB1537'
 KB1537'113-FOOT LIGHT AT LEEK IS VISIBLE AT 18 FEET.
 KB1537'
 KB1537'113-FOOT LIGHT AT PRENTICE IS VISIBLE AT 64 FEET.
 KB1537'
 KB1537'87-FOOT LIGHT AT ASHLAND IS VISIBLE AT 64 FEET.
 KB1537'
 KB1537'100-FOOT LIGHT AT TULLULA IS VISIBLE AT 12 FEET.
 KB1537
 KB1537                          STATION RECOVERY (1959)
 KB1537
 KB1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DWM)
 KB1537'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 KB1537'RECOVERED IN GOOD CONDITION. THE DIRECTION TO REFERENCE
 KB1537'MARK 1 CHECKED BUT THE DISTANCE WAS FOUND TO BE 0.06 FOOT LONGER THAN
 KB1537'PREVIOUSLY MEASURED. THE DISTANCE AND DIRECTION TO REFERENCE MARK
 KB1537'2 CHECKED. THE DIRECTION TO THE AZIMUTH MARK CHECKED. THE PROPERTY IS
 KB1537'NOW OWNED BY MR.  FRED C. HAGEN. MR. HAGEN REQUESTED THAT
 KB1537'REFERENCE MARK 2 BE REMOVED FROM HIS HOG PEN. REFERENCE MARK 2 WAS
 KB1537'DESTROYED AND A REFERENCE MARK 3 ESTABLISHED AT THIS TIME. A
 KB1537'COMPLETE NEW TO REACH AND DESCRIPTION FOLLOWS.
 KB1537'
 KB1537'THE STATION IS ABOUT 7 MILES SOUTHEAST OF ASHLAND, AND 3 MILES
 KB1537'SOUTHEAST OF PLEASANT PLAINS IN THE BARNYARD OF A FARM OWNED BY
 KB1537'MR. FRED C. HAGEN. IT IS 212 FEET NORTH OF THE NORTHWEST CORNER OF A
 KB1537'BARN, 103 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 70 FEET
 KB1537'SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB, AND 11 FEET SOUTH
 KB1537'OF A WIRE FENCE. THE MONUMENT IS 12 INCHES UNDERGROUND AND THE
 KB1537'DISK IS STAMPED IRWIN 1934.
 KB1537'
 KB1537'TO REACH THE STATION FROM CROSSROAD IN PLEASANT PLAINS ABOUT 50 YARDS
 KB1537'EAST OF THE POST OFFICE, AND JUST SOUTHWEST OF SCHOOL BUILDING,
 KB1537'GO SOUTH ON A PAVED ROAD FOR 3.0 MILES TO A PAVED CROSSROAD. TURN
 KB1537'LEFT AND GO EAST FOR 0.95 MILE TO A PAVED CROSSROAD.  TURN LEFT
 KB1537'AND GO NORTH FOR 0.1 MILE TO CORN CRIB AND STATION ON THE RIGHT.
 KB1537'
 KB1537'TO REACH THE AZIMUTH MARK FROM THE PAVED CROSSROAD, GO SOUTH ON A
 KB1537'PAVED ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 KB1537'
 KB1537'REFERENCE MARK 1 IS SET NEAR THE NORTHEAST CORNER OF THE PIG PEN, 4
 KB1537'FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF A WIRE FENCE. THE
 KB1537'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED IRWIN NO 1 1934.
 KB1537'
 KB1537'REFERENCE MARK 3 IS 52 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD,
 KB1537'42 FEET NORTH OF HOG PEN FENCE, AND 1 FOOT SOUTH OF THE
 KB1537'SOUTHEAST CORNER OF THE CORN CRIB. THE MONUMENT IS FLUSH AND THE DISK
 KB1537'IS STAMPED IRWIN NO 3 1934.
 KB1537'
 KB1537'THE AZIMUTH MARK IS 50 FEET NORTH OF A TELEPHONE POLE, 16 FEET WEST
 KB1537'OF THE CENTERLINE OF A PAVED ROAD, AND 1 FOOT EAST OF A WIRE
 KB1537'FENCE. THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED IRWIN
 KB1537'1934 AZIMUTH.
 KB1537'
 KB1537'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KB1537
 KB1537                          STATION RECOVERY (1966)
 KB1537
 KB1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WGT)
 KB1537'STATION RECOVERED AS DESCRIBED IN 1959 AND ALL MARKS FOUND IN GOOD
 KB1537'CONDITION. A REQUEST WAS RECEIVED FROM THE LAND OWNER TO MOVE
 KB1537'R.M. NO. 1 AS IT WAS IN THE WAY OF CULTIVATION. THIS MARK WAS REMOVED
 KB1537'AND R.M. NO. 4 WAS ESTABLISHED.
 KB1537'
 KB1537'TO REACH FROM PLEASANT PLAINS, FROM THE MAIN INTERSECTION JUST EAST
 KB1537'OF THE BUSINESS DISTRICT, GO SOUTH ON SURFACED ROAD FOR 3.0
 KB1537'MILES TO CROSSROADS, TURN LEFT AND GO EAST FOR 1.0 MILE TO
 KB1537'CROSSROADS, TURN LEFT AND GO 0.1 MILE TO THE STATION ON THE
 KB1537'RIGHT. TO REACH THE AZIMUTH MARK FROM THE CROSSROADS SOUTH OF THE
 KB1537'STATION GO SOUTH FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 KB1537'
 KB1537'THE STATION MARK IS 212 FEET NORTH OF THE NORTHWEST CORNER OF A BARN,
 KB1537'103 FEET EAST OF THE CENTERLINE OF A PAVED ROAD AND 70 FEET
 KB1537'SOUTHEAST OF THE SOUTHEAST CORNER OF A CORN CRIB. THE MARK IS 1 FOOT
 KB1537'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED IRWIN 1934.
 KB1537'
 KB1537'R.M. NO. 3 IS 52 FEET EAST OF THE CENTERLINE OF THE ROAD, 30 FEET
 KB1537'WEST OF THE SOUTHWEST CORNER OF A MACHINE SHED AND 1 FOOT SOUTH
 KB1537'OF THE SOUTH SIDE OF THE MACHINE SHED. THE MARK IS FLUSH AND THE DISK
 KB1537'IS STAMPED IRWIN NO 3 1934.
 KB1537'
 KB1537'R.M. NO. 4 IS 2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MACHINE
 KB1537'SHED. THE MARK IS FLUSH AND THE DISK IS STAMPED IRWIN NO 4 1934.
 KB1537'
 KB1537'THE AZIMUTH MARK IS 50 FEET NORTH OF A TELEPHONE POLE, 15 FEET WEST
 KB1537'OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 KB1537'POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED IRWIN 1934
 KB1537'AZIMUTH.
 KB1537'
 KB1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MILES SOUTHEAST
 KB1537'OF PLEASANT PLAINS.
 KB1537
 KB1537                          STATION RECOVERY (1975)
 KB1537
 KB1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1537'NO MEASUREMENT BETWEEN RMS DUE TO BUILDING ON LINE.
 KB1537'
 KB1537'STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 KB1537'RECOVERED AND FOUND IN GOOD CONDITION.  A CHECK WAS MADE FOR
 KB1537'DISTANCE AND DIRECTION AND WERE FOUND ADEQUATE.  THE LOCATION AND
 KB1537'ROUTE TO THE STATION ARE ADEQUATE.
 KB1537'
 KB1537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 KB1537'SOUTH-SOUTHEAST OF PLEASANT PLAINS.
 KB1537'
 KB1537'HEIGHT OF LIGHT ABOVE STATION MARK 101 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1539 ***********************************************************************
 KB1539  DESIGNATION -  IRWIN 1934 AZ MK 1976
 KB1539  PID         -  KB1539
 KB1539  STATE/COUNTY-  IL/SANGAMON
 KB1539  USGS QUAD   -  PLEASANT PLAINS (1971)
 KB1539
 KB1539                         *CURRENT SURVEY CONTROL
 KB1539  ___________________________________________________________________
 KB1539* NAD 83(1997)-  39 49 28.06606(N)    089 53 59.14905(W)     ADJUSTED  
 KB1539* NAVD 88     -       187.5    (meters)     615.     (feet)  VERTCON   
 KB1539  ___________________________________________________________________
 KB1539  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 KB1539  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KB1539
 KB1539  HORZ ORDER  -  SECOND
 KB1539
 KB1539.The horizontal coordinates were established by classical geodetic methods
 KB1539.and adjusted by the National Geodetic Survey in October 1999..
 KB1539
 KB1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1539
 KB1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1539
 KB1539.The geoid height was determined by GEOID03.
 KB1539
 KB1539;                    North         East     Units Scale Factor Converg.
 KB1539;SPC IL W     -   350,532.614   722,848.805   MT  0.99994760   +0 10 15.4
 KB1539;SPC IL W     - 1,150,039.08  2,371,546.45   sFT  0.99994760   +0 10 15.4
 KB1539;SPC IL E     -   351,684.581   165,894.902   MT  1.00019632   -1 00 12.1
 KB1539;SPC IL E     - 1,153,818.50    544,273.52   sFT  1.00019632   -1 00 12.1
 KB1539;UTM  16      - 4,412,298.511   251,825.153   MT  1.00035832   -1 51 29.0
 KB1539
 KB1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1539!SPC IL W     -   0.99997568  x   0.99994760  =   0.99992328
 KB1539!SPC IL E     -   0.99997568  x   1.00019632  =   1.00017200
 KB1539!UTM  16      -   0.99997568  x   1.00035832  =   1.00033399
 KB1539
 KB1539:                Primary Azimuth Mark                     Grid Az
 KB1539:SPC IL W     -  IRWIN                                    002 40 36.0
 KB1539:SPC IL E     -  IRWIN                                    003 51 03.5
 KB1539:UTM  16      -  IRWIN                                    004 42 20.4
 KB1539
 KB1539|---------------------------------------------------------------------|
 KB1539| PID    Reference Object                     Distance      Geod. Az  |
 KB1539|                                                           dddmmss.s |
 KB1539| KB1537 IRWIN                               APPROX. 0.7 KM 0025051.4 |
 KB1539| KB1538 CENTRAL ILL PUB SER RAD KSE 42      APPROX. 5.5 KM 2410516.2 |
 KB1539| KB1540 IRWIN AZ MK A PT 1976                 5.044 METERS 32619     |
 KB1539|---------------------------------------------------------------------|
 KB1539
 KB1539                          SUPERSEDED SURVEY CONTROL
 KB1539
 KB1539  NAD 83(1997)-  39 49 28.07124(N)    089 53 59.14353(W) AD(       ) 2
 KB1539  NAD 83(1986)-  39 49 28.07487(N)    089 53 59.13959(W) AD(       ) 2
 KB1539  NAD 27      -  39 49 27.89776(N)    089 53 58.75268(W) AD(       ) 2
 KB1539  NGVD 29 (07/19/86)  187.6    (m)          615.     (f) VERT ANG       
 KB1539
 KB1539.Superseded values are not recommended for survey control.
 KB1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1539.See file dsdata.txt to determine how the superseded data were derived.
 KB1539
 KB1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK5182512299(NAD 83)
 KB1539_MARKER: DZ = AZIMUTH MARK DISK
 KB1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1539+STABILITY: SURFACE MOTION
 KB1539
 KB1539  HISTORY     - Date     Condition        Report By
 KB1539  HISTORY     - 1975     MONUMENTED       NGS
 KB1539
 KB1539                          STATION DESCRIPTION
 KB1539
 KB1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 KB1539'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF
 KB1539'PLEASANT PLAINS, 0.45 MILES SOUTH OF TRIANGULATION STATION
 KB1539'IRWIN 1934 AND ON THE WEST SIDE OF SURFACED ROAD.
 KB1539'
 KB1539'STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED
 KB1539'IRWIN AZIMUTH 1934, IS SET IN THE TOP OF A 12X12 INCH CONCRETE
 KB1539'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KB1539'16 FEET WEST OF THE APPROXIMATE CENTER OF SURFACED ROAD AND 1
 KB1539'FOOT NORTH OF METAL WITNESS POST WITH SIGN ATTACHED.
 KB1539'
 KB1539'TO REACH FROM TRIANGULATION STATION IRWN 1934, GO SOUTH ON
 KB1539'SURFACED ROAD FOR 0.1 MILE TO CROSSROAD, CONTINUE SOUTH ON
 KB1539'SURFACED ROAD FOR 0.35 TO STATION ON THE RIGHT, WEST SIDE OF ROAD.
 KB1539'
 KB1539'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 KB1539'IRWIN 1934, DISTANCE BEING 671.611 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1196 ***********************************************************************
 KB1196  DESIGNATION -  ISLAND CREEK
 KB1196  PID         -  KB1196
 KB1196  STATE/COUNTY-  IL/JASPER
 KB1196  USGS QUAD   -  WHEELER (1985)
 KB1196
 KB1196                         *CURRENT SURVEY CONTROL
 KB1196  ___________________________________________________________________
 KB1196* NAD 83(1997)-  39 06 10.74424(N)    088 20 06.49771(W)     ADJUSTED  
 KB1196* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 KB1196  ___________________________________________________________________
 KB1196  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KB1196  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KB1196
 KB1196  HORZ ORDER  -  FIRST
 KB1196
 KB1196.The horizontal coordinates were established by classical geodetic methods
 KB1196.and adjusted by the National Geodetic Survey in October 1999..
 KB1196
 KB1196.The orthometric height was scaled from a topographic map.
 KB1196
 KB1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1196
 KB1196.The geoid height was determined by GEOID03.
 KB1196
 KB1196;                    North         East     Units Scale Factor Converg.
 KB1196;SPC IL E     -   270,410.735   299,843.877   MT  0.99997500   -0 00 04.1
 KB1196;SPC IL E     -   887,172.55    983,737.79   sFT  0.99997500   -0 00 04.1
 KB1196;UTM  16      - 4,329,053.446   384,553.658   MT  0.99976411   -0 50 31.9
 KB1196
 KB1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1196!SPC IL E     -   0.99997520  x   0.99997500  =   0.99995020
 KB1196!UTM  16      -   0.99997520  x   0.99976411  =   0.99973932
 KB1196
 KB1196:                Primary Azimuth Mark                     Grid Az
 KB1196:SPC IL E     -  ISLAND CREEK 2 AZ MK                     271 55 05.5
 KB1196:UTM  16      -  ISLAND CREEK 2 AZ MK                     272 45 33.3
 KB1196
 KB1196|---------------------------------------------------------------------|
 KB1196| PID    Reference Object                     Distance      Geod. Az  |
 KB1196|                                                           dddmmss.s |
 KB1196| CI7588 ISLAND CREEK 2 AZ MK                               2715501.4 |
 KB1196| KB1195 ISLAND CREEK 2                       10.168 METERS 28846     |
 KB1196|---------------------------------------------------------------------|
 KB1196
 KB1196                          SUPERSEDED SURVEY CONTROL
 KB1196
 KB1196  NAD 83(1997)-  39 06 10.75331(N)    088 20 06.48977(W) AD(       ) 1
 KB1196  NAD 83(1986)-  39 06 10.75621(N)    088 20 06.49343(W) AD(       ) 1
 KB1196  NAD 27      -  39 06 10.60900(N)    088 20 06.33700(W) AD(       ) 1
 KB1196
 KB1196.Superseded values are not recommended for survey control.
 KB1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1196.See file dsdata.txt to determine how the superseded data were derived.
 KB1196
 KB1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8455429053(NAD 83)
 KB1196_MARKER: X = CHISELED CROSS
 KB1196_SETTING: 0 = UNSPECIFIED SETTING
 KB1196
 KB1196  HISTORY     - Date     Condition        Report By
 KB1196  HISTORY     - 1883     MONUMENTED       CGS
 KB1196  HISTORY     - 1937     MARK NOT FOUND   CGS
 KB1196  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KB1196
 KB1196                          STATION DESCRIPTION
 KB1196
 KB1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (GAF)
 KB1196'IN GROVE TOWNSHIP NEAR THE SOUTHWEST CORNER OF SW 1/4 SEC. 28, T. 8
 KB1196'N., R. 8 E., 2-1/2 MILES EAST AND 4 MILES SOUTH OF THE TOWN OF
 KB1196'MONTROSE, ON CULTIVATED LAND BELONGING TO THE CALDWELL ESTATE. THE
 KB1196'STATION IS MARKED BY A CROSS IN THE TOP OF A WHITE MARBLE POST
 KB1196'ABOUT 6 INCHES SQUARE AND 30 INCHES LONG PROJECTING ABOUT 6 INCHES
 KB1196'ABOVE THE GROUND. THE LETTERS U.S.C. AND G.S. ARE INSCRIBED IN THE
 KB1196'FACE OF THE POST.
 KB1196'
 KB1196'THE UNDERGROUND MARK IS THE APEX OF AN EARTHENWARE PYRAMID ABOUT 30
 KB1196'INCHES BELOW THE GROUND, 6 INCHES ON AN EDGE AND HAS ON ONE FACE
 KB1196'THE RAISED LETTERS U.S.C.S. THERE ARE TWO REFERENCE POSTS ALSO OF
 KB1196'WHITE MARBLE BUT SLIGHTLY SMALLER T THAN THE POST MARKING THE
 KB1196'STATION WITH AN ARROW IN THE TOP OF EACH POINTING TOWARD THE STATION.
 KB1196'ONE REFERENCE MARK IS JUST INSIDE THE HEDGE WHICH BOUNDS THE ROAD
 KB1196'AND SECTION TO THE WESTWARD, DISTANT 11.11 METERS, AND THE OTHER IS
 KB1196'JUST INSIDE THE ROAD FENCE TO THE SOUTHWARD, DISTANT 37.4 METERS.
 KB1196'THE SOUTHWEST CORNER OF SECTION 28 IS 58.4 METERS DISTANT
 KB1196'S 22 DEG 12 MIN W, AND THE WEST CHIMNEY OF CALDWELLS HOUSE,
 KB1196'WHICH IS NEARLY ACROSS THE ROAD FROM THE STATION, IS N 33 DEG
 KB1196'04 MIN W.  THE CATHOLIC CHURCH IS JUST ACROSS THE ROAD SOUTH OF
 KB1196'THE STATION AND THE CROSS ON THE CHURCH S 04 DEG 42 MIN E.
 KB1196
 KB1196                          STATION RECOVERY (1937)
 KB1196
 KB1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 KB1196'ALL SURFACE MARKS HAVE BEEN DESTROYED. THE CHURCH MENTIONED IN THE
 KB1196'ORIGINAL DESCRIPTION HAS BEEN MOVED, THE ROADS HAVE BEEN
 KB1196'WIDENED AND THE SECTION-CORNER STONE HAS BEEN LOST. A CONSIDERABLE
 KB1196'AMOUNT OF DIGGING WAS DONE BUT THE UNDERGROUND MARK COULD
 KB1196'NOT BE FOUND, NOR COULD ANY TRACE OF THE OLD TOWER BASE BE FOUND. THE
 KB1196'STATION IS REPORTED LOST.
 KB1196
 KB1196                          STATION RECOVERY (1959)
 KB1196
 KB1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1196'SURFACE STATION MARK, REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED.
 KB1196'THE UNDERGROUND STATION MARK WAS RECOVERED. THE CHURCH
 KB1196'MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE AND A NEW ONE WAS
 KB1196'ERECTED IN A NEW LOCATION IN 1901. THE CALDWELLS HOUSE
 KB1196'MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE. A NEW TO REACH
 KB1196'FOLLOWS.
 KB1196'
 KB1196'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF MONTROSE ON
 KB1196'PROPERTY OWNED AND OCCUPIED BY MR. URBAN MAMMOSER.
 KB1196'
 KB1196'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND THE
 KB1196'MATTON-DIETERICH ROAD IN MONTROSE, GO SOUTH ON THE
 KB1196'MATTON-DIETERICH ROAD FOR 3.9 MILES TO A BRICK CHURCH ON THE LEFT,
 KB1196'CONTINUE SOUTH ON SURFACED ROAD FOR 0.2 MILE TO A CROSSROAD, TURN
 KB1196'LEFT, EAST, FOR 1.0 MILE, MAKE A SHORT JOG TO THE RIGHT AND CONTINUE
 KB1196'EAST ON THE GRAVEL ROAD FOR 1.4 MILES TO A CROSSROAD, TURN LEFT
 KB1196'FOR 0.05 MILE TO THE STATION IN THE FIELD ON THE RIGHT.
 KB1196'
 KB1196'UNDERGROUND STATION MARK IS THE APEX OF AN EARTHENWARE PYRAMID WHICH
 KB1196'IS 42 INCHES BELOW THE SURFACE OF THE GROUND.  APEX OF THE
 KB1196'PYRAMID HAS BEEN CHIPPED SO THE CENTER HAS TO BE ESTIMATED. THE
 KB1196'STATION IS 67.5 FEET EAST OF THE APPROXIMATE CENTER OF
 KB1196'THE GRAVEL ROAD, 46.2 FEET EAST-SOUTHEAST OF A WITNESS POST AND 44.6
 KB1196'FEET EAST OF A FENCE LINE.  A NEW STATION, ISLAND CREEK 2 1959 WAS
 KB1196'ESTABLISHED AND A TRAVERSE CONNECTION MADE TO IT, THE DISTANCE BEING
 KB1196'10.239 METERS 33.59 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1195 ***********************************************************************
 KB1195  CBN         -  This is a Cooperative Base Network Control Station.
 KB1195  DESIGNATION -  ISLAND CREEK 2
 KB1195  PID         -  KB1195
 KB1195  STATE/COUNTY-  IL/JASPER
 KB1195  USGS QUAD   -  WHEELER (1985)
 KB1195
 KB1195                         *CURRENT SURVEY CONTROL
 KB1195  ___________________________________________________________________
 KB1195* NAD 83(1997)-  39 06 10.85028(N)    088 20 06.89842(W)     ADJUSTED  
 KB1195* NAVD 88     -       190.2    (meters)     624.     (feet)  GPS OBS   
 KB1195  ___________________________________________________________________
 KB1195  X           -     143,985.307 (meters)                     COMP
 KB1195  Y           -  -4,954,153.220 (meters)                     COMP
 KB1195  Z           -   4,001,298.029 (meters)                     COMP
 KB1195  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KB1195  ELLIP HEIGHT-         158.31  (meters)          (09/15/03) GPS OBS
 KB1195  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KB1195
 KB1195  HORZ ORDER  -  A
 KB1195  ELLP ORDER  -  FOURTH    CLASS I
 KB1195
 KB1195.The horizontal coordinates were established by GPS observations
 KB1195.and adjusted by the National Geodetic Survey in September 2003..
 KB1195
 KB1195.The orthometric height was determined by GPS observations and a
 KB1195.high-resolution geoid model.
 KB1195
 KB1195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1195
 KB1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1195
 KB1195.The ellipsoidal height was determined by GPS observations
 KB1195.and is referenced to NAD 83.
 KB1195
 KB1195.The geoid height was determined by GEOID03.
 KB1195
 KB1195;                    North         East     Units Scale Factor Converg.
 KB1195;SPC IL E     -   270,414.005   299,834.249   MT  0.99997500   -0 00 04.4
 KB1195;SPC IL E     -   887,183.28    983,706.20   sFT  0.99997500   -0 00 04.4
 KB1195;UTM  16      - 4,329,056.857   384,544.081   MT  0.99976413   -0 50 32.1
 KB1195
 KB1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1195!SPC IL E     -   0.99997516  x   0.99997500  =   0.99995016
 KB1195!UTM  16      -   0.99997516  x   0.99976413  =   0.99973930
 KB1195
 KB1195|---------------------------------------------------------------------|
 KB1195| PID    Reference Object                     Distance      Geod. Az  |
 KB1195|                                                           dddmmss.s |
 KB1195| KB1196 ISLAND CREEK                         10.168 METERS 10846     |
 KB1195| CI7590 ISLAND CREEK 2 RM 1                  27.063 METERS 18746     |
 KB1195| CI7588 ISLAND CREEK 2 AZ MK                               2705457.5 |
 KB1195| KB1230 EFFINGHAM MUNICIPAL TANK            APPROX.18.4 KM 2750629.2 |
 KB1195| KB1228 EFFINGHAM ST ANTHONY CATH CH        APPROX.18.0 KM 2774932.1 |
 KB1195| KB1197 TEUTOPOLIS ST FRANCIS CATH CH       APPROX.12.2 KM 2853826.1 |
 KB1195| CI7591 ISLAND CREEK 2 RM 2                  27.940 METERS 35212     |
 KB1195|---------------------------------------------------------------------|
 KB1195
 KB1195                          SUPERSEDED SURVEY CONTROL
 KB1195
 KB1195  NAD 83(1997)-  39 06 10.84665(N)    088 20 06.90306(W) AD(       ) 2
 KB1195  NAD 83(1997)-  39 06 10.85573(N)    088 20 06.89512(W) AD(       ) 2
 KB1195  NAD 83(1986)-  39 06 10.85863(N)    088 20 06.89880(W) AD(       ) 2
 KB1195  NAD 27      -  39 06 10.71190(N)    088 20 06.74270(W) AD(       ) 2
 KB1195  NGVD 29 (07/19/86)  190.31   (m)          624.4    (f) LEVELING    3  
 KB1195
 KB1195.Superseded values are not recommended for survey control.
 KB1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1195.See file dsdata.txt to determine how the superseded data were derived.
 KB1195
 KB1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8454429057(NAD 83)
 KB1195_MARKER: DS = TRIANGULATION STATION DISK
 KB1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1195_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1195+STABILITY: SURFACE MOTION
 KB1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1195+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 KB1195
 KB1195  HISTORY     - Date     Condition        Report By
 KB1195  HISTORY     - 1959     MONUMENTED       CGS
 KB1195  HISTORY     - 20020808 GOOD             NGS
 KB1195
 KB1195                          STATION DESCRIPTION
 KB1195
 KB1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1195'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF MONTROSE AND
 KB1195'ABOUT 4 MILES NORTHEAST OF DIETERICH.
 KB1195'
 KB1195'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND DIETERICH-MATTOON
 KB1195'ROAD IN MONTROSE, GO SOUTH ON DIETERICH ROAD 3.95 MILES TO A LARGE
 KB1195'BRICK CHURCH ON THE LEFT, CONTINUE SOUTH 0.2 MILE TO CROSSROAD, TURN
 KB1195'LEFT EAST 1.0 MILE, MAKE A SHORT JOG TO THE RIGHT, THENCE
 KB1195'EAST 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE EAST 0.5
 KB1195'MILE TO CROSSROADS AND CHURCH ON THE RIGHT, TURN LEFT NORTH FOR
 KB1195'ABOUT 200 FEET TO THE STATION ON THE RIGHT.
 KB1195'
 KB1195'STATION MARK IS A STANDARD STATION MARK DISK SET IN TOP 12 X 12 INCH
 KB1195'CONCRETE POST SET 15 INCHES BELOW THE SURFACE OF THE GROUND AND
 KB1195'THE DISK IS STAMPED ISLAND CREEK 2 1959. IT IS 193 FEET NORTH OF THE
 KB1195'CENTER OF A GRAVELED ROAD, 34 FEET EAST OF THE CENTER OF A
 KB1195'DIRT ROAD, 13 FEET EAST OF A FENCE AND 12.9 FEET EAST-SOUTHEAST OF A
 KB1195'WITNESS POST.
 KB1195'
 KB1195'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB1195'A 12 X 12 INCH CONCRETEPOST WHICH PROJECTS ABOUT 3 INCHES AND THE
 KB1195'DISK IS STAMPED ISLAND CREEK 2 NO 1 1959. IT IS 107 FEET NORTH OF
 KB1195'CENTER OF A GRAVELED ROAD, 60 FEET NORTH OF A TELEPHONE POLE, 23
 KB1195'FEET EAST OF CENTER OF A DIRT ROAD AND 1 FOOT EAST OF A FENCE.
 KB1195'
 KB1195'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KB1195'A 12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 KB1195'AND THE DISK IS STAMPED ISLAND CREEK 2 NO 2 1959. IT IS 23 FEET EAST
 KB1195'OF THE CENTER OF A DIRT ROAD, 2 FEET NORTHEAST OF A TELEPHONE
 KB1195'POLE AND 1 FOOT EAST OF A FENCE.
 KB1195'
 KB1195'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A 12 X 12
 KB1195'INCH CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS
 KB1195'STAMPED ISLAND CREEK 2 1959. IT IS 21 FEET SOUTH OF THE CENTER OF A
 KB1195'GRAVELED ROAD, 7 FEET EAST OF A POWER POLE AND 1.8 FEET EAST OF
 KB1195'A WITNESS POST.
 KB1195'
 KB1195'ISLAND CREEK 1883 UNDERGROUND STATION MARK IS THE APEX OF AN
 KB1195'EARTHENWARE PYRAMID WHICH IS 42 INCHES BELOW THE SURFACE OF THE
 KB1195'GROUND. THE APEX OF THE PYRAMID HAS BEEN CHIPPED SO THE CENTER HAS TO
 KB1195'BE ESTIMATED. THE STATION IS 67.5 FEET EAST OF THE APPROXIMATE
 KB1195'CENTER OF GRAVEL ROAD, 46.2 FEET EAST-SOUTHEAST OF A WITNESS POST AND
 KB1195'44.6 FEET EAST OF FENCE.
 KB1195'
 KB1195'HEIGHT OF LIGHT ABOVE STATION MARK 30.78 METERS.
 KB1195
 KB1195                          STATION RECOVERY (2002)
 KB1195
 KB1195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RA)
 KB1195'RECOVERED AS DESCRIBED. THE MARK IS 60.5 FT NE OR NNE OF NW CORNER OF
 KB1195'FENCE AROUND
 KB1195'WATER TANK AND 80.3 FT NW OR NNW OF NE CORNER OF SAME.
 KB1195'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9592 ***********************************************************************
 DH9592  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9592  DESIGNATION -  ISU CARBONDALE CORS ARP
 DH9592  CORS_ID     -  ILCB
 DH9592  PID         -  DH9592
 DH9592  STATE/COUNTY-  IL/JACKSON
 DH9592  USGS QUAD   -  CARBONDALE (1996)
 DH9592
 DH9592                         *CURRENT SURVEY CONTROL
 DH9592  ___________________________________________________________________
 DH9592* NAD 83(CORS)-  37 42 34.34486(N)    089 13 16.24455(W)     ADJUSTED  
 DH9592* NAVD 88     -                                                        
 DH9592  ___________________________________________________________________
 DH9592  EPOCH DATE  -        2002.00
 DH9592  X           -      68,673.921 (meters)                     COMP
 DH9592  Y           -  -5,051,845.923 (meters)                     COMP
 DH9592  Z           -   3,880,065.764 (meters)                     COMP
 DH9592  ELLIP HEIGHT-         125.63  (meters)          (05/??/06) GPS OBS
 DH9592  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH9592
 DH9592  HORZ ORDER  -  SPECIAL (CORS)
 DH9592  ELLP ORDER  -  SPECIAL (CORS)
 DH9592
 DH9592.ITRF positions are available for this station.
 DH9592.The coordinates were established by GPS observations
 DH9592.and adjusted by the National Geodetic Survey in May 2006..
 DH9592.The coordinates are valid at the epoch date displayed above.
 DH9592.The epoch date for horizontal control is a decimal equivalence
 DH9592.of Year/Month/Day.
 DH9592
 DH9592
 DH9592.The PID for the CORS L1 Phase Center is DH9593.
 DH9592
 DH9592.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9592
 DH9592.The ellipsoidal height was determined by GPS observations
 DH9592.and is referenced to NAD 83.
 DH9592
 DH9592.The geoid height was determined by GEOID03.
 DH9592
 DH9592;                    North         East     Units Scale Factor Converg.
 DH9592;SPC IL W     -   116,153.286   783,367.036   MT  1.00002675   +0 34 42.1
 DH9592;SPC IL W     -   381,079.57  2,570,096.68   sFT  1.00002675   +0 34 42.1
 DH9592
 DH9592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9592!SPC IL W     -   0.99998029  x   1.00002675  =   1.00000704
 DH9592
 DH9592                          SUPERSEDED SURVEY CONTROL
 DH9592
 DH9592.No superseded survey control is available for this station.
 DH9592
 DH9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0420775911(NAD 83)
 DH9592_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9592
 DH9592                          STATION DESCRIPTION
 DH9592
 DH9592'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9592'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9592'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9592'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9592'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9592'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9593 ***********************************************************************
 DH9593  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9593  DESIGNATION -  ISU CARBONDALE CORS L1 PHASE CENTER
 DH9593  CORS_ID     -  ILCB
 DH9593  PID         -  DH9593
 DH9593  STATE/COUNTY-  IL/JACKSON
 DH9593  USGS QUAD   -  CARBONDALE (1996)
 DH9593
 DH9593                         *CURRENT SURVEY CONTROL
 DH9593  ___________________________________________________________________
 DH9593* NAD 83(CORS)-  37 42 34.34495(N)    089 13 16.24458(W)     ADJUSTED  
 DH9593* NAVD 88     -                                                        
 DH9593  ___________________________________________________________________
 DH9593  EPOCH DATE  -        2002.00
 DH9593  X           -      68,673.921 (meters)                     COMP
 DH9593  Y           -  -5,051,845.993 (meters)                     COMP
 DH9593  Z           -   3,880,065.821 (meters)                     COMP
 DH9593  ELLIP HEIGHT-         125.72  (meters)          (05/??/06) GPS OBS
 DH9593  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH9593
 DH9593  HORZ ORDER  -  SPECIAL (CORS)
 DH9593  ELLP ORDER  -  SPECIAL (CORS)
 DH9593
 DH9593.ITRF positions are available for this station.
 DH9593.The coordinates were established by GPS observations
 DH9593.and adjusted by the National Geodetic Survey in May 2006..
 DH9593.The coordinates are valid at the epoch date displayed above.
 DH9593.The epoch date for horizontal control is a decimal equivalence
 DH9593.of Year/Month/Day.
 DH9593
 DH9593
 DH9593.The PID for the CORS ARP is DH9592.
 DH9593
 DH9593.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9593
 DH9593.The ellipsoidal height was determined by GPS observations
 DH9593.and is referenced to NAD 83.
 DH9593
 DH9593.The geoid height was determined by GEOID03.
 DH9593
 DH9593;                    North         East     Units Scale Factor Converg.
 DH9593;SPC IL W     -   116,153.289   783,367.035   MT  1.00002675   +0 34 42.1
 DH9593;SPC IL W     -   381,079.58  2,570,096.68   sFT  1.00002675   +0 34 42.1
 DH9593
 DH9593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9593!SPC IL W     -   0.99998027  x   1.00002675  =   1.00000702
 DH9593
 DH9593                          SUPERSEDED SURVEY CONTROL
 DH9593
 DH9593.No superseded survey control is available for this station.
 DH9593
 DH9593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0420775911(NAD 83)
 DH9593_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9593
 DH9593                          STATION DESCRIPTION
 DH9593
 DH9593'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9593'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9593'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9593'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9593'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9593'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1281 ***********************************************************************
 MF1281  DESIGNATION -  ITASCA
 MF1281  PID         -  MF1281
 MF1281  STATE/COUNTY-  IL/DU PAGE
 MF1281  USGS QUAD   -  LOMBARD (1993)
 MF1281
 MF1281                         *CURRENT SURVEY CONTROL
 MF1281  ___________________________________________________________________
 MF1281* NAD 83(1997)-  41 58 42.59569(N)    088 01 53.97880(W)     ADJUSTED  
 MF1281* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 MF1281  ___________________________________________________________________
 MF1281  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 MF1281  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MF1281
 MF1281  HORZ ORDER  -  SECOND
 MF1281
 MF1281.The horizontal coordinates were established by classical geodetic methods
 MF1281.and adjusted by the National Geodetic Survey in October 1999..
 MF1281
 MF1281.The orthometric height was scaled from a topographic map.
 MF1281
 MF1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1281
 MF1281.The geoid height was determined by GEOID03.
 MF1281
 MF1281;                    North         East     Units Scale Factor Converg.
 MF1281;SPC IL E     -   589,758.488   325,001.600   MT  0.99998269   +0 12 06.4
 MF1281;SPC IL E     - 1,934,899.31  1,066,276.08   sFT  0.99998269   +0 12 06.4
 MF1281;UTM  16      - 4,647,903.668   414,531.057   MT  0.99968989   -0 41 24.3
 MF1281
 MF1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1281!SPC IL E     -   0.99996998  x   0.99998269  =   0.99995267
 MF1281!UTM  16      -   0.99996998  x   0.99968989  =   0.99965988
 MF1281
 MF1281:                Primary Azimuth Mark                     Grid Az
 MF1281:SPC IL E     -  ITASCA RADIO STATION WBBM MAST           014 05 00.5
 MF1281:UTM  16      -  ITASCA RADIO STATION WBBM MAST           014 58 31.2
 MF1281
 MF1281|---------------------------------------------------------------------|
 MF1281| PID    Reference Object                     Distance      Geod. Az  |
 MF1281|                                                           dddmmss.s |
 MF1281| MF1286 ITASCA RADIO STATION WBBM MAST      APPROX. 1.4 KM 0141706.9 |
 MF1281| MF0045 ITASCA RM 1                          28.743 METERS 09101     |
 MF1281| AA9323 ITASCA 2 RESET                       26.954 METERS 11641     |
 MF1281| MF1289 ITASCA MUNICIPAL TANK               APPROX. 1.3 KM 1195219.6 |
 MF1281| ME3162 ELMHURST N MUNICIPAL TANK           APPROX. 9.9 KM 1365646.7 |
 MF1281| ME3159 ADDISON MUNICIPAL TANK              APPROX. 6.5 KM 1443403.5 |
 MF1281| MF1290 ADDISON RADIO STA WMBI MAST         APPROX. 6.0 KM 1592759.2 |
 MF1281| MF1294 LOMBARD MUNICIPAL TANK              APPROX.12.5 KM 1720019.2 |
 MF1281| MF0042 ITASCA AZ                                          1772322.2 |
 MF1281| MF1284 LOMBARD MUNICIPAL STANDPIPE         APPROX. 8.0 KM 1780739.3 |
 MF1281| CI7592 ITASCA RM 2                          29.783 METERS 18044     |
 MF1281| MF1285 MEDINAH COUNTRY CLUB TANK           APPROX. 1.6 KM 2112059.5 |
 MF1281| MF1283 ROSELLE MUNICIPAL TANK              APPROX. 4.1 KM 2804146.7 |
 MF1281| NH1065 HOFFMAN ESTATES WATER TANK          APPROX. 8.7 KM 3335201.1 |
 MF1281| NH1071 RADIO STATION WGN MAST              APPROX. 3.7 KM 3552358.0 |
 MF1281|---------------------------------------------------------------------|
 MF1281
 MF1281                          SUPERSEDED SURVEY CONTROL
 MF1281
 MF1281  NAD 83(1997)-  41 58 42.59582(N)    088 01 53.97954(W) AD(       ) 2
 MF1281  NAD 83(1986)-  41 58 42.59908(N)    088 01 53.99148(W) AD(       ) 2
 MF1281  NAD 27      -  41 58 42.49630(N)    088 01 53.74080(W) AD(       ) 2
 MF1281
 MF1281.Superseded values are not recommended for survey control.
 MF1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1281.See file dsdata.txt to determine how the superseded data were derived.
 MF1281
 MF1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1453147904(NAD 83)
 MF1281_MARKER: DS = TRIANGULATION STATION DISK
 MF1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1281
 MF1281  HISTORY     - Date     Condition        Report By
 MF1281  HISTORY     - 1956     MONUMENTED       CGS
 MF1281  HISTORY     - 1963     GOOD             ILHD
 MF1281  HISTORY     - 1965     GOOD             CGS
 MF1281
 MF1281                          STATION DESCRIPTION
 MF1281
 MF1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1281'THE STATION IS ABOUT 2-1/4 MILES EAST OF ROSELLE, 1.25 MILES
 MF1281'NORTHWEST OF ITASCA, 0.4 MILE NORTH OF THE JUNCTION OF STATE
 MF1281'HIGHWAYS 19 AND 83 ON THE WEST SIDE OF STATE HIGHWAY 53
 MF1281'ON THE HIGHWAY RIGHT-OF-WAY.  IT IS 46 FEET WEST OF THE
 MF1281'CENTERLINE OF HIGHWAY 53, 12 FEET WEST OF THE ROAD BANK,
 MF1281'49 FEET SOUTH OF A 14 INCH ELM TREE, 38 FEET NORTH OF AN
 MF1281'8 INCH ELM TREE, 3 FEET SOUTHEAST OF A WHITE WITNESS POST AND
 MF1281'AT THE EAST EDGE OF A CULTIVATED FIELD.  THE MARK IS FLUSH
 MF1281'AND THE DISK IS STAMPED ITASCA 1956.
 MF1281'
 MF1281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 MF1281'AND 53 ABOUT 1.05 MILES WEST OF ITASCA, GO NORTH ON HIGHWAY
 MF1281'53 FOR 0.15 MILE TO A RAILROAD INTERSECTION AND THE AZIMUTH
 MF1281'MARK ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 53 FOR 0.25
 MF1281'MILE TO THE STATION ON THE LEFT.
 MF1281'
 MF1281'REFERENCE MARK 1 IS 48 FEET EAST OF THE CENTERLINE OF HIGHWAY
 MF1281'53, 3 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD AND
 MF1281'63 FEET SOUTH OF AN 8 INCH ELM TREE.  THE MARK IS FLUSH AND
 MF1281'THE DISK IS STAMPED ITASCA NO 1 1956.
 MF1281'
 MF1281'REFERENCE MARK 2 IS 47 FEET WEST OF THE CENTERLINE OF THE
 MF1281'HIGHWAY AT THE EAST EDGE OF THE CULTIVATED FIELD, 13 FEET WEST
 MF1281'OF THE ROAD BANK, 3 FEET NORTHEAST OF A TELEPHONE POLE AND
 MF1281'28 FEET SOUTH OF A 10 INCH ELM TREE.  THE MARK IS FLUSH
 MF1281'AND THE DISK IS STAMPED ITASCA NO 2 1956.
 MF1281'
 MF1281'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF HIGHWAY
 MF1281'53, 19 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK,
 MF1281'2 FEET SOUTH OF A WHITE WITNESS POST AND 3 FEET SOUTHWEST
 MF1281'OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 MF1281'IS STAMPED ITASCA 1956.
 MF1281'
 MF1281'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1281
 MF1281                          STATION RECOVERY (1963)
 MF1281
 MF1281'RECOVERY NOTE BY IL HIGHWAY DEPT 1963 (HB)
 MF1281'RECOVERED BY SPRINGFD DIV HWY
 MF1281'
 MF1281'STATION, R.M. 1 AND AZ MK, WERE RECOVERED IN GOOD CONDITION
 MF1281'AS DESCRIBED.  R.M. 2 WAS RECOVERED IN GOOD CONDITION, AS
 MF1281'DESCRIBED, WITH THE FOLLOWING REVISION--3 FEET NORTHEAST
 MF1281'OF A TELEPHONE POLE AND 60 FT SOUTH OF A 10 IN ELM TREE.
 MF1281'ELM TREE ORIGINALLY USED AS REFERENCE WAS REMOVED.  HOLE
 MF1281'REMAINS.
 MF1281
 MF1281                          STATION RECOVERY (1965)
 MF1281
 MF1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 MF1281'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 MF1281'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 MF1281'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE MARKS WERE
 MF1281'VERIFIED.
 MF1281'
 MF1281'THE CENTRAL MANUFACTURING DISTRICT ACQUIRED THE LAND ABUTTING
 MF1281'ON THE WEST OF STATE HIGHWAY 53 AND ARE INSTALLING UNDERGROUND
 MF1281'FACILITIES FOR AN INDUSTRIAL DEVELOPMENT.  THE STATION MARK
 MF1281'AND REFERENCE MARK NO. 2 WILL BE DESTROYED DURING THE CONSTRUCTION
 MF1281'OF THIS PROJECT.
 MF1281'
 MF1281'ITASCA 2 WAS ESTABLISHED EAST OF THE ORIGINAL STATION ITASCA
 MF1281'1956.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK FOR ITASCA
 MF1281'1956 WERE USED AT STATION ITASCA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9323 ***********************************************************************
 AA9323  DESIGNATION -  ITASCA 2 RESET
 AA9323  PID         -  AA9323
 AA9323  STATE/COUNTY-  IL/DU PAGE
 AA9323  USGS QUAD   -  LOMBARD (1993)
 AA9323
 AA9323                         *CURRENT SURVEY CONTROL
 AA9323  ___________________________________________________________________
 AA9323* NAD 83(1997)-  41 58 42.20333(N)    088 01 52.93272(W)     ADJUSTED  
 AA9323* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 AA9323  ___________________________________________________________________
 AA9323  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AA9323  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AA9323
 AA9323  HORZ ORDER  -  SECOND
 AA9323
 AA9323.The horizontal coordinates were established by classical geodetic methods
 AA9323.and adjusted by the National Geodetic Survey in October 1999..
 AA9323
 AA9323.The orthometric height was scaled from a topographic map.
 AA9323
 AA9323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9323
 AA9323.The geoid height was determined by GEOID03.
 AA9323
 AA9323;                    North         East     Units Scale Factor Converg.
 AA9323;SPC IL E     -   589,746.468   325,025.725   MT  0.99998270   +0 12 07.1
 AA9323;SPC IL E     - 1,934,859.87  1,066,355.23   sFT  0.99998270   +0 12 07.1
 AA9323;UTM  16      - 4,647,891.277   414,554.984   MT  0.99968984   -0 41 23.5
 AA9323
 AA9323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9323!SPC IL E     -   0.99997013  x   0.99998270  =   0.99995283
 AA9323!UTM  16      -   0.99997013  x   0.99968984  =   0.99965998
 AA9323
 AA9323|---------------------------------------------------------------------|
 AA9323| PID    Reference Object                     Distance      Geod. Az  |
 AA9323|                                                           dddmmss.s |
 AA9323| CI7593 ITASCA 2 RM 5                        27.666 METERS 00955     |
 AA9323| MF0045 ITASCA RM 1                          12.500 METERS 02152     |
 AA9323| MF1289 ITASCA MUNICIPAL TANK               APPROX. 1.3 KM 1195616.5 |
 AA9323| MF0043 ITASCA 2 RM 4                        27.740 METERS 17055     |
 AA9323| MF0042 ITASCA AZ                                          1803422.8 |
 AA9323| MF1285 MEDINAH COUNTRY CLUB TANK           APPROX. 1.6 KM 2121728.6 |
 AA9323| MF1281 ITASCA                               26.954 METERS 29641     |
 AA9323|---------------------------------------------------------------------|
 AA9323
 AA9323                          SUPERSEDED SURVEY CONTROL
 AA9323
 AA9323  NAD 83(1997)-  41 58 42.20346(N)    088 01 52.93346(W) AD(       ) 2
 AA9323  NAD 83(1986)-  41 58 42.20672(N)    088 01 52.94538(W) AD(       ) 2
 AA9323
 AA9323.Superseded values are not recommended for survey control.
 AA9323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9323.See file dsdata.txt to determine how the superseded data were derived.
 AA9323
 AA9323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1455547891(NAD 83)
 AA9323_MARKER: DS = TRIANGULATION STATION DISK
 AA9323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA9323_STAMPING: ITASCA 2 1965 1977
 AA9323_MARK LOGO: NGS   
 AA9323_PROJECTION: PROJECTING 5 CENTIMETERS
 AA9323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9323+STABILITY: SURFACE MOTION
 AA9323
 AA9323  HISTORY     - Date     Condition        Report By
 AA9323  HISTORY     - 1977     MONUMENTED       NGS
 AA9323  HISTORY     - 1977     SEE DESCRIPTION  NGS
 AA9323
 AA9323                          STATION DESCRIPTION
 AA9323
 AA9323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA9323'WINDS TOO STRONG TO MEASURE RM 4 TO RM 5.
 AA9323'
 AA9323'REFERENCE MARK 4, AZIMUTH MARK AND THE STATION UNDERGROUND MARK
 AA9323'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AND
 AA9323'ASSUMED DESTROYED BY HIGHWAY WIDENING.  THE DISTANCE AND DIRECTION
 AA9323'TO REFERENCE MARK 4 CHECKED.  A NEW SURFACE STATION MARK WAS SET
 AA9323'HOLDING THE PLUMBED POINT OF THE UNDERGROUND MARK.  REFERENCE MARK 5
 AA9323'WAS ESTABLISHED.  REFERENCE MARK 4 IS NOW 14 INCHES BELOW THE
 AA9323'SURFACE.  THE 1965 DESCRIPTION IS ADEQUATE WITH THE ADDITION OF
 AA9323'METAL WITNESS POSTS SET AND THE NEW STATION AND REFERENCE MARK 5.
 AA9323'
 AA9323'THE STATION IS 93 FEET NORTH NORTHWEST OF POWER POLE NO. 23272, 93
 AA9323'FEET SOUTH SOUTHWEST OF A POWER POLE, 33.3 FEET EAST OF THE
 AA9323'CENTERLINE OF STATE HIGHWAY 53, 8 FEET EAST OF THE EAST CURBING OF
 AA9323'THE HIGHWAY AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 AA9323'PROJECTS 2 INCHES AND THE DISK STAMPED ITASCA 2 1965 1977.
 AA9323'
 AA9323'REFERENCE MARK 5 IS 48.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 AA9323'23 FEET EAST OF THE CURBING OF THE HIGHWAY, 1.5 FEET SOUTH OF A
 AA9323'POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT
 AA9323'PROJECTS 1 INCH AND THE DISK STAMPED ITASCA 2 1965 NO 5 1977.
 AA9323'
 AA9323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 AA9323'NORTHWEST OF ITASCA.
 AA9323'
 AA9323'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0043 ***********************************************************************
 MF0043  DESIGNATION -  ITASCA 2 RM 4
 MF0043  PID         -  MF0043
 MF0043  STATE/COUNTY-  IL/DU PAGE
 MF0043  USGS QUAD   -  LOMBARD (1993)
 MF0043
 MF0043                         *CURRENT SURVEY CONTROL
 MF0043  ___________________________________________________________________
 MF0043* NAD 83(1986)-  41 58 42.     (N)    088 01 52.     (W)     SCALED    
 MF0043* NAVD 88     -       224.230  (meters)     735.66   (feet)  ADJUSTED  
 MF0043  ___________________________________________________________________
 MF0043  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MF0043  DYNAMIC HT  -         224.153 (meters)     735.41  (feet)  COMP
 MF0043  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 MF0043
 MF0043  VERT ORDER  -  FIRST     CLASS I
 MF0043
 MF0043.The horizontal coordinates were scaled from a topographic map and have
 MF0043.an estimated accuracy of +/- 6 seconds.
 MF0043
 MF0043.The orthometric height was determined by differential leveling
 MF0043.and adjusted by the National Geodetic Survey in June 1991..
 MF0043
 MF0043.The geoid height was determined by GEOID03.
 MF0043
 MF0043.The dynamic height is computed by dividing the NAVD 88
 MF0043.geopotential number by the normal gravity value computed on the
 MF0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0043.degrees latitude (g = 980.6199 gals.).
 MF0043
 MF0043.The modeled gravity was interpolated from observed gravity values.
 MF0043
 MF0043;                    North         East    Units  Estimated Accuracy
 MF0043;SPC IL E     -   589,740.      325,050.      MT  (+/- 180 meters Scaled)
 MF0043
 MF0043                          SUPERSEDED SURVEY CONTROL
 MF0043
 MF0043  NGVD 29 (??/??/92)  224.315  (m)          735.94   (f) ADJ UNCH    1 1
 MF0043
 MF0043.Superseded values are not recommended for survey control.
 MF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0043.See file dsdata.txt to determine how the superseded data were derived.
 MF0043
 MF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM145478(NAD 83)
 MF0043_MARKER: DR = REFERENCE MARK DISK
 MF0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0043_STAMPING: ITASCA 2 NO 4 1965
 MF0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0043+STABILITY: SURFACE MOTION
 MF0043
 MF0043  HISTORY     - Date     Condition        Report By
 MF0043  HISTORY     - 1965     MONUMENTED       CGS
 MF0043  HISTORY     - 1969     GOOD             NGS
 MF0043  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0043
 MF0043                          STATION DESCRIPTION
 MF0043
 MF0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0043'1.3 MI NW FROM ITASCA.
 MF0043'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 19 WHICH IS IRVING PARK
 MF0043'ROAD FROM THE VILLAGE HALL AT ITASCA, THENCE 0.35 MILE NORTH ALONG
 MF0043'STATE HIGHWY 53, IN SECTION 6, T 40 N, R 11 E, 0.2 MILE NORTH OF
 MF0043'THE CROSSING OF THE HIGHWAY AND THE 4 TRACKS OF THE CHICAGO,
 MF0043'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD, 48 FEET EAST OF THE
 MF0043'CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A POWER POLE WHICH
 MF0043'BEARS A TRANSFORMER, 91.01 FEET SOUTHEAST OF TRIANGULATION
 MF0043'STATION ITASCA 2 1965, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 MF0043'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PRJECTING
 MF0043'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 MF0043
 MF0043                          STATION RECOVERY (1989)
 MF0043
 MF0043'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0042 ***********************************************************************
 MF0042  DESIGNATION -  ITASCA AZ
 MF0042  PID         -  MF0042
 MF0042  STATE/COUNTY-  IL/DU PAGE
 MF0042  USGS QUAD   -  LOMBARD (1993)
 MF0042
 MF0042                         *CURRENT SURVEY CONTROL
 MF0042  ___________________________________________________________________
 MF0042* NAD 83(1986)-  41 58 28.     (N)    088 01 51.     (W)     SCALED    
 MF0042* NAVD 88     -       222.786  (meters)     730.92   (feet)  ADJUSTED  
 MF0042  ___________________________________________________________________
 MF0042  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MF0042  DYNAMIC HT  -         222.710 (meters)     730.67  (feet)  COMP
 MF0042  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 MF0042
 MF0042  VERT ORDER  -  FIRST     CLASS I
 MF0042
 MF0042.The horizontal coordinates were scaled from a topographic map and have
 MF0042.an estimated accuracy of +/- 6 seconds.
 MF0042
 MF0042.The orthometric height was determined by differential leveling
 MF0042.and adjusted by the National Geodetic Survey in June 1991..
 MF0042
 MF0042.The geoid height was determined by GEOID03.
 MF0042
 MF0042.The dynamic height is computed by dividing the NAVD 88
 MF0042.geopotential number by the normal gravity value computed on the
 MF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0042.degrees latitude (g = 980.6199 gals.).
 MF0042
 MF0042.The modeled gravity was interpolated from observed gravity values.
 MF0042
 MF0042;                    North         East    Units  Estimated Accuracy
 MF0042;SPC IL E     -   589,310.      325,070.      MT  (+/- 180 meters Scaled)
 MF0042
 MF0042                          SUPERSEDED SURVEY CONTROL
 MF0042
 MF0042  NGVD 29 (??/??/92)  222.871  (m)          731.20   (f) ADJ UNCH    1 1
 MF0042
 MF0042.Superseded values are not recommended for survey control.
 MF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0042.See file dsdata.txt to determine how the superseded data were derived.
 MF0042
 MF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM145474(NAD 83)
 MF0042_MARKER: DZ = AZIMUTH MARK DISK
 MF0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0042_STAMPING: ITASCA 1956
 MF0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0042+STABILITY: SURFACE MOTION
 MF0042
 MF0042  HISTORY     - Date     Condition        Report By
 MF0042  HISTORY     - 1956     MONUMENTED       CGS
 MF0042  HISTORY     - 1969     GOOD             NGS
 MF0042  HISTORY     - 19960420 GOOD             USPSQD
 MF0042
 MF0042                          STATION DESCRIPTION
 MF0042
 MF0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0042'1.1 MI W FROM ITASCA.
 MF0042'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 19 WHICH IS IRVING PARK
 MF0042'ROAD FROM THE VILLAGE HALL AT ITASCA, THENCE 0.15 MILE NORTH ALONG
 MF0042'STATE HIGHWAY 53, IN SECTION 8, T 40 N, R 11 E, AT THE CROSSING
 MF0042'OF THE HIGHWAY AND THE 4 TRACKS OF THE CHICAGO, MILWAUKEE, ST. PAUL,
 MF0042'AND PACIFIC RAILROAD, 28 FEET EAST OF THE CENTER LINE OF THE
 MF0042'HIGHWAY AND BETWEEN THE SECOND AND THIRD TRACKS, 19 FEET NORTH
 MF0042'OF THE NORTH RAIL OF THE TWO MOST SOUTHERLY SETS OF TRACKS, 19
 MF0042'FEET NORTH OF THE NORTH RAIL OF THE TWO MOST SOUTHERLY SETS OF
 MF0042'TRACKS, 21 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TWO MOST
 MF0042'NORTHERLY SETS OF TRACKS, 6.6 FEET NORTHWEST OF THE NORTHWEST
 MF0042'CORNER OF AN ELECTRICAL SIGNAL BOX, 1.4 FEET WEST OF A METAL
 MF0042'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MF0042'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 MF0042
 MF0042                          STATION RECOVERY (1996)
 MF0042
 MF0042'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1289 ***********************************************************************
 MF1289  DESIGNATION -  ITASCA MUNICIPAL TANK
 MF1289  PID         -  MF1289
 MF1289  STATE/COUNTY-  IL/DU PAGE
 MF1289  USGS QUAD   -  LOMBARD (1993)
 MF1289
 MF1289                         *CURRENT SURVEY CONTROL
 MF1289  ___________________________________________________________________
 MF1289* NAD 83(1997)-  41 58 21.05120(N)    088 01 03.72123(W)     ADJUSTED  
 MF1289* NAVD 88     -                                                        
 MF1289  ___________________________________________________________________
 MF1289  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 MF1289  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MF1289
 MF1289  HORZ ORDER  -  THIRD
 MF1289
 MF1289.The horizontal coordinates were established by classical geodetic methods
 MF1289.and adjusted by the National Geodetic Survey in October 1999..
 MF1289
 MF1289
 MF1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1289
 MF1289.The geoid height was determined by GEOID03.
 MF1289
 MF1289;                    North         East     Units Scale Factor Converg.
 MF1289;SPC IL E     -   589,097.948   326,161.044   MT  0.99998342   +0 12 39.9
 MF1289;SPC IL E     - 1,932,732.18  1,070,080.03   sFT  0.99998342   +0 12 39.9
 MF1289;UTM  16      - 4,647,225.362   415,679.741   MT  0.99968749   -0 40 50.3
 MF1289
 MF1289                          SUPERSEDED SURVEY CONTROL
 MF1289
 MF1289  NAD 83(1997)-  41 58 21.05124(N)    088 01 03.72174(W) AD(       ) 4
 MF1289  NAD 83(1986)-  41 58 21.05427(N)    088 01 03.73260(W) AD(       ) 4
 MF1289  NAD 27      -  41 58 20.95100(N)    088 01 03.48700(W) AD(       ) 3
 MF1289
 MF1289.Superseded values are not recommended for survey control.
 MF1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1289.See file dsdata.txt to determine how the superseded data were derived.
 MF1289
 MF1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1568047225(NAD 83)
 MF1289_MARKER: 53 = ELEVATED TANK
 MF1289
 MF1289  HISTORY     - Date     Condition        Report By
 MF1289  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1289  HISTORY     - 1971     GOOD             NGS
 MF1289  HISTORY     - 19960420 GOOD             USPSQD
 MF1289  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 MF1289
 MF1289                          STATION DESCRIPTION
 MF1289
 MF1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1289'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 MF1289'TANK LOCATED 100 FEET SOUTHEAST OF THE INTERSECTION OF WILLOW
 MF1289'STREET AND CENTRAL STREET IN THE WEST EDGE OF ITASCA.  IT
 MF1289'IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 MF1289'AND IS PAINTED SILVER WITH THE NAME ITASCA PAINTED ON THE
 MF1289'EAST AND WEST SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT
 MF1289'120 FEET.
 MF1289
 MF1289                          STATION RECOVERY (1971)
 MF1289
 MF1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 MF1289'THE STATION WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 MF1289'
 MF1289'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST ITASCA
 MF1289
 MF1289                          STATION RECOVERY (1996)
 MF1289
 MF1289'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1289'RECOVERED IN GOOD CONDITION.
 MF1289
 MF1289                          STATION RECOVERY (2003)
 MF1289
 MF1289'RECOVERY NOTE BY US POWER SQUADRON 2003 (VMR)
 MF1289'NO TOWER WAS FOUND AT THE GIVEN COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1286 ***********************************************************************
 MF1286  DESIGNATION -  ITASCA RADIO STATION WBBM MAST
 MF1286  PID         -  MF1286
 MF1286  STATE/COUNTY-  IL/DU PAGE
 MF1286  USGS QUAD   -  LOMBARD (1993)
 MF1286
 MF1286                         *CURRENT SURVEY CONTROL
 MF1286  ___________________________________________________________________
 MF1286* NAD 83(1997)-  41 59 26.12361(N)    088 01 39.12234(W)     ADJUSTED  
 MF1286* NAVD 88     -                                                        
 MF1286  ___________________________________________________________________
 MF1286  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 MF1286  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MF1286
 MF1286  HORZ ORDER  -  THIRD
 MF1286
 MF1286.The horizontal coordinates were established by classical geodetic methods
 MF1286.and adjusted by the National Geodetic Survey in October 1999..
 MF1286
 MF1286
 MF1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1286
 MF1286.The geoid height was determined by GEOID03.
 MF1286
 MF1286;                    North         East     Units Scale Factor Converg.
 MF1286;SPC IL E     -   591,102.663   325,338.821   MT  0.99998290   +0 12 16.5
 MF1286;SPC IL E     - 1,939,309.32  1,067,382.45   sFT  0.99998290   +0 12 16.5
 MF1286;UTM  16      - 4,649,242.037   414,889.056   MT  0.99968913   -0 41 14.9
 MF1286
 MF1286                          SUPERSEDED SURVEY CONTROL
 MF1286
 MF1286  NAD 83(1997)-  41 59 26.12366(N)    088 01 39.12309(W) AD(       ) 4
 MF1286  NAD 83(1986)-  41 59 26.12642(N)    088 01 39.13528(W) AD(       ) 4
 MF1286  NAD 27      -  41 59 26.02795(N)    088 01 38.88376(W) AD(       ) 3
 MF1286
 MF1286.Superseded values are not recommended for survey control.
 MF1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1286.See file dsdata.txt to determine how the superseded data were derived.
 MF1286
 MF1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1488949242(NAD 83)
 MF1286_MARKER: 42 = RADIO/TV MAST
 MF1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1286+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 MF1286
 MF1286  HISTORY     - Date     Condition        Report By
 MF1286  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1286  HISTORY     - 1960     GOOD             CGS
 MF1286  HISTORY     - 1971     GOOD             NGS
 MF1286  HISTORY     - 20031027 GOOD             USPSQD
 MF1286
 MF1286                          STATION DESCRIPTION
 MF1286
 MF1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1286'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 MF1286'STATION WBBM LOCATED IN THE SOUTHEAST OF THE INTERSECTION
 MF1286'OF DEVON AVENUE AND ROHLWING ROAD (STATE HIGHWAY 53) ABOUT
 MF1286'1.2 MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 53 AND
 MF1286'19.  THE OFFICE AND STUDIOS OF THE STATION ARE IN DOWNTOWN
 MF1286'CHICAGO.  IT IS A STEEL STRUCTURE, SUPPORTED BY GUY WIRES,
 MF1286'688 FEET HIGH AND PAINTED IN ALTERNATE SECTIONS OF ORANGE
 MF1286'AND WHITE.
 MF1286
 MF1286                          STATION RECOVERY (1960)
 MF1286
 MF1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CWM)
 MF1286'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1956 DESCRIPTION,
 MF1286'WHICH IS ADEQUATE FOR RECOVERY.
 MF1286
 MF1286                          STATION RECOVERY (1971)
 MF1286
 MF1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV)
 MF1286'THE STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 MF1286'
 MF1286'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX.
 MF1286'1.3 MILES NORTHWEST OF ITASCA.
 MF1286
 MF1286                          STATION RECOVERY (2003)
 MF1286
 MF1286'RECOVERY NOTE BY US POWER SQUADRON 2003 (VMR)
 MF1286'STATION DESCRIPTION AND DIRECTIONS ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0045 ***********************************************************************
 MF0045  DESIGNATION -  ITASCA RM 1
 MF0045  PID         -  MF0045
 MF0045  STATE/COUNTY-  IL/DU PAGE
 MF0045  USGS QUAD   -  LOMBARD (1993)
 MF0045
 MF0045                         *CURRENT SURVEY CONTROL
 MF0045  ___________________________________________________________________
 MF0045* NAD 83(1986)-  41 58 42.     (N)    088 01 53.     (W)     SCALED    
 MF0045* NAVD 88     -       223.902  (meters)     734.59   (feet)  ADJUSTED  
 MF0045  ___________________________________________________________________
 MF0045  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MF0045  DYNAMIC HT  -         223.825 (meters)     734.33  (feet)  COMP
 MF0045  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 MF0045
 MF0045  VERT ORDER  -  FIRST     CLASS I
 MF0045
 MF0045.The horizontal coordinates were scaled from a topographic map and have
 MF0045.an estimated accuracy of +/- 6 seconds.
 MF0045
 MF0045.The orthometric height was determined by differential leveling
 MF0045.and adjusted by the National Geodetic Survey in June 1991..
 MF0045
 MF0045.The geoid height was determined by GEOID03.
 MF0045
 MF0045.The dynamic height is computed by dividing the NAVD 88
 MF0045.geopotential number by the normal gravity value computed on the
 MF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0045.degrees latitude (g = 980.6199 gals.).
 MF0045
 MF0045.The modeled gravity was interpolated from observed gravity values.
 MF0045
 MF0045;                    North         East    Units  Estimated Accuracy
 MF0045;SPC IL E     -   589,740.      325,020.      MT  (+/- 180 meters Scaled)
 MF0045
 MF0045                          SUPERSEDED SURVEY CONTROL
 MF0045
 MF0045  NGVD 29 (??/??/92)  223.987  (m)          734.86   (f) ADJ UNCH    1 1
 MF0045
 MF0045.Superseded values are not recommended for survey control.
 MF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0045.See file dsdata.txt to determine how the superseded data were derived.
 MF0045
 MF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM145478(NAD 83)
 MF0045_MARKER: DR = REFERENCE MARK DISK
 MF0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0045_STAMPING: ITASCA NO 1 1956
 MF0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0045+STABILITY: SURFACE MOTION
 MF0045
 MF0045  HISTORY     - Date     Condition        Report By
 MF0045  HISTORY     - 1956     MONUMENTED       CGS
 MF0045  HISTORY     - 1969     GOOD             NGS
 MF0045  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0045
 MF0045                          STATION DESCRIPTION
 MF0045
 MF0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0045'1.3 MI NW FROM ITASCA.
 MF0045'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 19 WHICH IS IRVING
 MF0045'PARK ROAD FROM THE VILLAGE HALL AT ITASCA, THENCE 0.35 MILE NORTH
 MF0045'ALONG STATE HIGHWAY 53, IN SECTION 6, T 40 N, R 11 E, 0.2 MILE
 MF0045'NORTH OF THE CROSSING OF THE HIGHWAY AND THE 4 TRACKS OF THE
 MF0045'CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD, 48 FEET
 MF0045'EAST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET SOUTH OF A
 MF0045'14-INCH ELM TREE, 41.01 FEET NORTHEAST OF TRIANGULATION STATION
 MF0045'ITASCA 2 1965, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 MF0045'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 MF0045'GROUND.
 MF0045
 MF0045                          STATION RECOVERY (1989)
 MF0045
 MF0045'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1783 ***********************************************************************
 JB1783  DESIGNATION -  IUKA
 JB1783  PID         -  JB1783
 JB1783  STATE/COUNTY-  IL/MARION
 JB1783  USGS QUAD   -  OMEGA (1976)
 JB1783
 JB1783                         *CURRENT SURVEY CONTROL
 JB1783  ___________________________________________________________________
 JB1783* NAD 83(1997)-  38 37 40.47853(N)    088 47 40.58311(W)     ADJUSTED  
 JB1783* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 JB1783  ___________________________________________________________________
 JB1783  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JB1783  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JB1783
 JB1783  HORZ ORDER  -  SECOND
 JB1783
 JB1783.The horizontal coordinates were established by classical geodetic methods
 JB1783.and adjusted by the National Geodetic Survey in October 1999..
 JB1783
 JB1783.The orthometric height was scaled from a topographic map.
 JB1783
 JB1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1783
 JB1783.The geoid height was determined by GEOID03.
 JB1783
 JB1783;                    North         East     Units Scale Factor Converg.
 JB1783;SPC IL E     -   217,773.656   259,834.041   MT  0.99999486   -0 17 16.6
 JB1783;SPC IL E     -   714,479.07    852,472.18   sFT  0.99999486   -0 17 16.6
 JB1783;UTM  16      - 4,277,014.259   343,785.575   MT  0.99990052   -1 07 13.9
 JB1783
 JB1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1783!SPC IL E     -   0.99997947  x   0.99999486  =   0.99997433
 JB1783!UTM  16      -   0.99997947  x   0.99990052  =   0.99987999
 JB1783
 JB1783|---------------------------------------------------------------------|
 JB1783| PID    Reference Object                     Distance      Geod. Az  |
 JB1783|                                                           dddmmss.s |
 JB1783| CI3934 IUKA RM 1                            39.319 METERS 03256     |
 JB1783| CI3932 IUKA AZ MK                                         0512505.1 |
 JB1783| JB1780 XENIA RADIO STA KSC 377 MAST        APPROX.14.1 KM 0802124.6 |
 JB1783| JB1788 SALEM S MUNICIPAL TANK              APPROX.13.4 KM 2660604.9 |
 JB1783| JB1786 SALEM CITY STACK                    APPROX.13.2 KM 2665135.3 |
 JB1783| JB1791 SALEM N MUNICIPAL TANK              APPROX.13.1 KM 2755221.2 |
 JB1783| CI3935 IUKA RM 2                            37.216 METERS 31817     |
 JB1783| CI3933 IUKA AZ MK 2                                       3591345.7 |
 JB1783|---------------------------------------------------------------------|
 JB1783
 JB1783                          SUPERSEDED SURVEY CONTROL
 JB1783
 JB1783  NAD 83(1986)-  38 37 40.49318(N)    088 47 40.57943(W) AD(       ) 2
 JB1783  NAD 27      -  38 37 40.31839(N)    088 47 40.38077(W) AD(       ) 2
 JB1783
 JB1783.Superseded values are not recommended for survey control.
 JB1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1783.See file dsdata.txt to determine how the superseded data were derived.
 JB1783
 JB1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4378677014(NAD 83)
 JB1783_MARKER: DS = TRIANGULATION STATION DISK
 JB1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1783
 JB1783  HISTORY     - Date     Condition        Report By
 JB1783  HISTORY     - 1962     MONUMENTED       CGS
 JB1783  HISTORY     - 1970     GOOD             CGS
 JB1783  HISTORY     - 1970     GOOD             NGS
 JB1783
 JB1783                          STATION DESCRIPTION
 JB1783
 JB1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1783'THE STATION IS ABOUT 8 MILES EAST OF SALEM, ABOUT 1 MILE NORTHWEST OF
 JB1783'IUKA, ON THE PROPERTY OF MR
 JB1783'PAUL GILL AND IS IN THE EAST PART OF SECTION 7, T
 JB1783'2 N, R 4 E.  IT IS 72 FEET SOUTH OF
 JB1783'THE CENTERLINE OF U S HIGHWAY 50,
 JB1783'41 FEET SOUTH OF A WIRE FENCE, 39 FEET EAST OF A WIRE
 JB1783'FENCE AND 5
 JB1783'FEET NORTH OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 JB1783'DISK IS STAMPED IUKA 1962.
 JB1783'
 JB1783'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND U S HIGHWAY 50 IN
 JB1783'SALEM, GO EAST ON HIGHWAY
 JB1783'50 FOR 2.4 MILES TO A CROSSROAD.  CONTINUE EAST ON
 JB1783'HIGHWAY 50 FOR 3.35 MILES TO A
 JB1783'CONCRETE BRIDGE.  CONTINUE EAST ON
 JB1783'HIGHWAY 50 FOR 2.35 MILES TO A SIDE ROAD LEFT AND
 JB1783'THE STATION ON THE RIGHT.
 JB1783'
 JB1783'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 50 FOR
 JB1783'0.25 MILE TO A CROSSROAD.
 JB1783'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.15 MILE
 JB1783'TO THE MARK ON THE LEFT.
 JB1783'
 JB1783'REFERENCE MARK 1 IS 83 FEET EAST OF THE CENTERLINE OF A GRAVELED
 JB1783'ROAD, 29 FEET NORTH OF THE
 JB1783'CENTERLINE OF HIGHWAY 50 AND 2 FEET WEST OF A TELEPHONE
 JB1783'POLE.  THE MONUMENT PROJECTS 4
 JB1783'INCHES AND THE DISK IS STAMPED IUKA NO 1 1962.
 JB1783'
 JB1783'REFERENCE MARK 2 IS 80 FEET EAST OF A TELEPHONE POLE, 50 FEET WEST OF
 JB1783'A TELEPHONE POLE AND
 JB1783'26 FEET NORTH OF THE CENTERLINE OF HIGHWAY 50.
 JB1783'THE MONUMENT IS FLUSH AND THE DISK IS
 JB1783'STAMPED IUKA NO 2 1962.
 JB1783'
 JB1783'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 4
 JB1783'FEET SOUTHEAST OF A
 JB1783'TELEPHONE POLE AND 3 FEET SOUTH OF A WITNESS POST.
 JB1783'THE MONUMENT IS FLUSH AND THE
 JB1783'DISK IS STAMPED IUKA 1962.
 JB1783'
 JB1783'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1783
 JB1783                          STATION RECOVERY (1970)
 JB1783
 JB1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (LFS)
 JB1783'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 JB1783'GOOD CONDITION.
 JB1783'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 JB1783'CHECKED.  REFERENCE MARK 2 IS
 JB1783'OBSTRUCTED BY A POWER POLE AND COULD
 JB1783'NOT BE OBSERVED TO OR MEASURED TO.  THE 1962
 JB1783'DISTANCE AND DIRECTION
 JB1783'TO REFERENCE MARK 2 WAS USED.  HOWEVER THE AZIMUTH MARK WAS
 JB1783'FOUND TO BE IN
 JB1783'ERROR BY 3 DEGREES WHICH WAS FOUND IN THE RECORD BOOKS.  THIS
 JB1783'ERROR SHOULD BE NOTED IN
 JB1783'ALL WORK AT THIS STATION.  A NEW DESCRIPTION FOLLOWS-
 JB1783'
 JB1783'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF IUKA, IN THE EAST
 JB1783'PART OF SEC 7,
 JB1783'T-2-N, R-4-E, AND ON THE PROPERTY OF MR PAUL GILL, 41
 JB1783'FEET SOUTH OF A FENCE, 39 FEET
 JB1783'EAST OF A FENCE, 4 FEET NORTH OF A
 JB1783'METAL WITNESS POST, 72 FEET SOUTH OF THE
 JB1783'CENTERLINE OF HIGHWAY AND ON
 JB1783'THE HIGHEST POINT OF AN EMBANKMENT.  THE MONUMENT PROJECTS
 JB1783'3 INCHES AND THE
 JB1783'DISK IS STAMPED IUKA 1962.
 JB1783'
 JB1783'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND U S
 JB1783'HIGHWAY 50 IN
 JB1783'SALEM GO EAST ON HIGHWAY 50 FOR 5.75 MILES TO A
 JB1783'CONCRETE BRIDGE.  CONTINUE EAST
 JB1783'ON THE HIGHWAY FOR 2.35 MILES TO AN
 JB1783'OILED ROAD LEFT AND THE STATION ON THE RIGHT.
 JB1783'CONTINUE EAST ON THE
 JB1783'HIGHWAY FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 JB1783'THE PAVED ROAD
 JB1783'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JB1783'
 JB1783'REFERENCE MARK 1 IS 83 FEET EAST OF THE CENTERLINE OF THE OILED ROAD,
 JB1783'29 FEET NORTH OF
 JB1783'THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF A
 JB1783'METAL WITNESS POST.  THE MONUMENT
 JB1783'PROJECTS 3 INCHES AND THE DISK IS
 JB1783'STAMPED IUKA NO 1 1962.
 JB1783'
 JB1783'REFERENCE MARK 2 IS 70 FEET WEST OF THE CENTERLINE OF THE OILED ROAD,
 JB1783'26 FEET NORTH OF
 JB1783'THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF A
 JB1783'METAL WITNESS POST.  THE MONUMENT
 JB1783'IS FLUSH AND THE DISK IS STAMPED IUKA NO 2 1962.
 JB1783'
 JB1783'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3
 JB1783'FEET SOUTH OF A
 JB1783'METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 JB1783'DISK IS STAMPED IUKA 1962.
 JB1783
 JB1783                          STATION RECOVERY (1970)
 JB1783
 JB1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JB1783'ALL MARKS WERE FOUND IN GOOD CONDITION AND AS DESCRIBED IN PREVIOUS
 JB1783'RECOVERY NOTE.
 JB1783'THE DESCRIPTION IS GOOD WITH THE FOLLOWING CHANGES.
 JB1783'THE 1962 AZIMUTH MARK WAS IN THE
 JB1783'WAY OF ROAD CONSTRUCTION AND WAS
 JB1783'DESTROYED AFTER A NEW AZIMUTH MARK WAS SET.
 JB1783'
 JB1783'THE 1970 AZIMUTH MARK IS 0.35 MILES NORTH FROM THE STATION ALONG
 JB1783'OILED PRIVATE
 JB1783'ROAD, 13 FEET WEST OF THE CENTERLINE OF MR WALTER
 JB1783'STEVENSONS DRIVE, 4 FEET NORTH
 JB1783'OF A FENCE CORNER, 1 FOOT EAST OF A
 JB1783'FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST
 JB1783'AND ON THE PROPERTY
 JB1783'OF MR STEVENSON.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 JB1783'IUKA 1962 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1041 ***********************************************************************
 NH1041  DESIGNATION -  IVANHOE PRIVATE WATER CO TANK
 NH1041  PID         -  NH1041
 NH1041  STATE/COUNTY-  IL/LAKE
 NH1041  USGS QUAD   -  GRAYSLAKE (1993)
 NH1041
 NH1041                         *CURRENT SURVEY CONTROL
 NH1041  ___________________________________________________________________
 NH1041* NAD 83(1997)-  42 15 46.04727(N)    088 02 44.89143(W)     ADJUSTED  
 NH1041* NAVD 88     -                                                        
 NH1041  ___________________________________________________________________
 NH1041  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 NH1041  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NH1041
 NH1041  HORZ ORDER  -  THIRD
 NH1041
 NH1041.The horizontal coordinates were established by classical geodetic methods
 NH1041.and adjusted by the National Geodetic Survey in October 1999..
 NH1041
 NH1041
 NH1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1041
 NH1041.The geoid height was determined by GEOID03.
 NH1041
 NH1041;                    North         East     Units Scale Factor Converg.
 NH1041;SPC IL E     -   621,331.632   323,723.243   MT  0.99998192   +0 11 36.1
 NH1041;SPC IL E     - 2,038,485.53  1,062,082.01   sFT  0.99998192   +0 11 36.1
 NH1041;UTM  16      - 4,679,483.707   413,745.873   MT  0.99969154   -0 42 12.2
 NH1041
 NH1041                          SUPERSEDED SURVEY CONTROL
 NH1041
 NH1041  NAD 83(1997)-  42 15 46.04712(N)    088 02 44.89189(W) AD(       ) 4
 NH1041  NAD 83(1997)-  42 15 46.04788(N)    088 02 44.90181(W) AD(       ) 4
 NH1041  NAD 83(1986)-  42 15 46.04856(N)    088 02 44.90489(W) AD(       ) 4
 NH1041  NAD 27      -  42 15 45.96300(N)    088 02 44.62200(W) AD(       ) 3
 NH1041
 NH1041.Superseded values are not recommended for survey control.
 NH1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1041.See file dsdata.txt to determine how the superseded data were derived.
 NH1041
 NH1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1374679484(NAD 83)
 NH1041_MARKER: 53 = ELEVATED TANK
 NH1041
 NH1041  HISTORY     - Date     Condition        Report By
 NH1041  HISTORY     - 1944     FIRST OBSERVED   CGS
 NH1041  HISTORY     - 1946     GOOD             CGS
 NH1041  HISTORY     - 19940519 MARK NOT FOUND   USPSQD
 NH1041  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 NH1041
 NH1041                          STATION DESCRIPTION
 NH1041
 NH1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 NH1041'STATION IS LOCATED ABOUT 1.5 MILES BY ROAD SSW OF THE VILLAGE
 NH1041'OF IVANHOE.  THE WATER TANK IS OWNED AND OPERATED BY A GROUP
 NH1041'OF ABOUT 10 RURAL FAMILIES.  THE PLOT OF GROUND OWNED BY
 NH1041'THE PRIVATE WATER COMPANY IS SURROUNDED BY THE FARM OF J.C.
 NH1041'DOUGLAS.
 NH1041'
 NH1041'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE, SILVER-PAINTED,
 NH1041'AND ABOUT 80 FEET IN HEIGHT.  THE CAPACITY IS APPROXIMATELY
 NH1041'50,000 GALLONS.  IT WAS ERECTED IN 1929 BY THE CHICAGO BRIDGE
 NH1041'AND IRON WORKS.  THE POINT SIGHTED UPON WAS THE BALL FINIAL
 NH1041'ON THE PEAK OF THE ROOF.
 NH1041
 NH1041                          STATION RECOVERY (1946)
 NH1041
 NH1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CDM)
 NH1041'STATION WAS OBSERVED AS DESCRIBED.
 NH1041
 NH1041                          STATION RECOVERY (1994)
 NH1041
 NH1041'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1041'MARK NOT FOUND.
 NH1041
 NH1041                          STATION RECOVERY (2001)
 NH1041
 NH1041'RECOVERY NOTE BY US POWER SQUADRON 2001 (CD)
 NH1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0817 ***********************************************************************
 LC0817  DESIGNATION -  J
 LC0817  PID         -  LC0817
 LC0817  STATE/COUNTY-  IL/MCLEAN
 LC0817  USGS QUAD   -  DANVERS (1970)
 LC0817
 LC0817                         *CURRENT SURVEY CONTROL
 LC0817  ___________________________________________________________________
 LC0817* NAD 83(1986)-  40 32 17.     (N)    089 13 58.     (W)     SCALED    
 LC0817* NAVD 88     -       255.770  (meters)     839.14   (feet)  ADJUSTED  
 LC0817  ___________________________________________________________________
 LC0817  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LC0817  DYNAMIC HT  -         255.648 (meters)     838.74  (feet)  COMP
 LC0817  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 LC0817
 LC0817  VERT ORDER  -  FIRST     CLASS II
 LC0817
 LC0817.The horizontal coordinates were scaled from a topographic map and have
 LC0817.an estimated accuracy of +/- 6 seconds.
 LC0817
 LC0817.The orthometric height was determined by differential leveling
 LC0817.and adjusted by the National Geodetic Survey in June 1991..
 LC0817
 LC0817.The geoid height was determined by GEOID03.
 LC0817
 LC0817.The dynamic height is computed by dividing the NAVD 88
 LC0817.geopotential number by the normal gravity value computed on the
 LC0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0817.degrees latitude (g = 980.6199 gals.).
 LC0817
 LC0817.The modeled gravity was interpolated from observed gravity values.
 LC0817
 LC0817;                    North         East    Units  Estimated Accuracy
 LC0817;SPC IL E     -   430,130.      223,800.      MT  (+/- 180 meters Scaled)
 LC0817
 LC0817                          SUPERSEDED SURVEY CONTROL
 LC0817
 LC0817  NGVD 29 (??/??/92)  255.840  (m)          839.37   (f) ADJ UNCH    1 2
 LC0817
 LC0817.Superseded values are not recommended for survey control.
 LC0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0817.See file dsdata.txt to determine how the superseded data were derived.
 LC0817
 LC0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK109898(NAD 83)
 LC0817_MARKER: P = PIPE CAP
 LC0817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LC0817_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LC0817_STAMPING: J 839.654 1905
 LC0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0817
 LC0817  HISTORY     - Date     Condition        Report By
 LC0817  HISTORY     - 1905     MONUMENTED       USGS
 LC0817  HISTORY     - 1954     GOOD             NGS
 LC0817
 LC0817                          STATION DESCRIPTION
 LC0817
 LC0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0817'3 MI W FROM DANVERS.
 LC0817'ABOUT 2.95 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0817'THE STATION AT DANVERS, 27 FEET SOUTH OF SOUTH RAIL, 137 1/2
 LC0817'FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A TWO-STORY WHITE
 LC0817'FRAME HOUSE, 26 1/2 FEET WEST AND ACROSS A DRIVE FROM TELEPHONE
 LC0817'POLE NO. 179/25 AND ABOUT 1 FOOT SOUTH OF ROW OF POLES, 36 FEET
 LC0817'SOUTH-SOUTHWEST OF CENTER OF CROSSING OF DRIVE AND TRACK, 20 1/2
 LC0817'FEET NORTH OF NORTHEAST CORNER OF LAWN FENCE, 16 FEET WEST OF
 LC0817'CENTER LINE OF DRIVE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 LC0817'POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND ABOUT FLUSH WITH
 LC0817'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1585 ***********************************************************************
 KB1585  DESIGNATION -  J 102 RESET
 KB1585  PID         -  KB1585
 KB1585  STATE/COUNTY-  IL/MACOUPIN
 KB1585  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB1585
 KB1585                         *CURRENT SURVEY CONTROL
 KB1585  ___________________________________________________________________
 KB1585* NAD 83(1986)-  39 16 50.     (N)    089 54 22.     (W)     SCALED    
 KB1585* NAVD 88     -       180.37   (meters)     591.8    (feet)  RESET     
 KB1585  ___________________________________________________________________
 KB1585  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KB1585
 KB1585  VERT ORDER  -  THIRD
 KB1585
 KB1585.The horizontal coordinates were scaled from a topographic map and have
 KB1585.an estimated accuracy of +/- 6 seconds.
 KB1585
 KB1585.The orthometric height was computed from unverified reset data.
 KB1585.No vertical observational check was made to the station.
 KB1585
 KB1585.The geoid height was determined by GEOID03.
 KB1585
 KB1585;                    North         East    Units  Estimated Accuracy
 KB1585;SPC IL W     -   290,150.      722,480.      MT  (+/- 180 meters Scaled)
 KB1585
 KB1585                          SUPERSEDED SURVEY CONTROL
 KB1585
 KB1585  NGVD 29 (03/28/06)  180.51   (m)          592.2    (f) RESET       3  
 KB1585
 KB1585.Superseded values are not recommended for survey control.
 KB1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1585.See file dsdata.txt to determine how the superseded data were derived.
 KB1585
 KB1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ493519(NAD 83)
 KB1585_MARKER: DV = VERTICAL CONTROL DISK
 KB1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1585_SP_SET: CONCRETE POST
 KB1585_STAMPING: J 102 RESET 1992
 KB1585_MARK LOGO: NGS   
 KB1585_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1585+STABILITY: SURFACE MOTION
 KB1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1585+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KB1585
 KB1585  HISTORY     - Date     Condition        Report By
 KB1585  HISTORY     - 1992     MONUMENTED       NGS
 KB1585
 KB1585                          STATION DESCRIPTION
 KB1585
 KB1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KB1585'ON THE WEST SIDE OF CARLINVILLE NEAR THE ILLINOIS ROUTE 108 BRIDGE
 KB1585'OVER HURICANE CREEK.  TO REACH FROM THE TOWN SQUARE PROCEED WEST ON
 KB1585'ROUTE 108 FOR APPROXIMATELY 1.3 MI (2.1 KM) TO HURICANE CREEK.
 KB1585'CONTINUE ACROSS BRIDGE FOR A SHORT DISTANCE TO COUNTY ROAD 1300E,
 KB1585'TURN RIGHT TO THE MARK ON THE RIGHT, 32.5 M (106.6 FT) NORTH OF THE
 KB1585'CENTERLINE OF ROUTE 108, 7.4 M (24.3 FT) EAST OF THE CENTERLINE OF
 KB1585'COUNTY ROAD 1300E, 22.1 M (72.5 FT) NORTHWEST OF POLE CARRYING
 KB1585'UNDERGROUND CABLE OVER CREEK, 39.9 M (130.9 FT) SOUTH OF GREEN METAL
 KB1585'TELEPHONE CABLE SPLICE BOX, 0.3 M (1.0 FT) WEST OF A FIBERGLASS
 KB1585'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH
 KB1585'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1119 ***********************************************************************
 JB1119  CBN         -  This is a Cooperative Base Network Control Station.
 JB1119  DESIGNATION -  J 104
 JB1119  PID         -  JB1119
 JB1119  STATE/COUNTY-  IL/WASHINGTON
 JB1119  USGS QUAD   -  HOYLETON (1974)
 JB1119
 JB1119                         *CURRENT SURVEY CONTROL
 JB1119  ___________________________________________________________________
 JB1119* NAD 83(1997)-  38 25 04.34219(N)    089 18 06.54500(W)     ADJUSTED  
 JB1119* NAVD 88     -       146.085  (meters)     479.28   (feet)  ADJUSTED  
 JB1119  ___________________________________________________________________
 JB1119  X           -      60,973.032 (meters)                     COMP
 JB1119  Y           -  -5,003,458.640 (meters)                     COMP
 JB1119  Z           -   3,941,962.613 (meters)                     COMP
 JB1119  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 JB1119  ELLIP HEIGHT-         115.81  (meters)          (09/15/03) GPS OBS
 JB1119  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 JB1119  DYNAMIC HT  -         145.992 (meters)     478.98  (feet)  COMP
 JB1119  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JB1119
 JB1119  HORZ ORDER  -  A
 JB1119  VERT ORDER  -  SECOND    CLASS 0
 JB1119  ELLP ORDER  -  FOURTH    CLASS I
 JB1119
 JB1119.The horizontal coordinates were established by GPS observations
 JB1119.and adjusted by the National Geodetic Survey in September 2003..
 JB1119
 JB1119.The orthometric height was determined by differential leveling
 JB1119.and adjusted by the National Geodetic Survey in June 1991..
 JB1119
 JB1119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1119
 JB1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1119
 JB1119.The ellipsoidal height was determined by GPS observations
 JB1119.and is referenced to NAD 83.
 JB1119
 JB1119.The geoid height was determined by GEOID03.
 JB1119
 JB1119.The dynamic height is computed by dividing the NAVD 88
 JB1119.geopotential number by the normal gravity value computed on the
 JB1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1119.degrees latitude (g = 980.6199 gals.).
 JB1119
 JB1119.The modeled gravity was interpolated from observed gravity values.
 JB1119
 JB1119;                    North         East     Units Scale Factor Converg.
 JB1119;SPC IL W     -   194,705.396   775,524.941   MT  1.00001140   +0 32 14.8
 JB1119;SPC IL W     -   638,795.95  2,544,368.08   sFT  1.00001140   +0 32 14.8
 JB1119;UTM  16      - 4,254,689.595   299,046.224   MT  1.00009734   -1 25 50.9
 JB1119
 JB1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1119!SPC IL W     -   0.99998183  x   1.00001140  =   0.99999323
 JB1119!UTM  16      -   0.99998183  x   1.00009734  =   1.00007917
 JB1119
 JB1119                          SUPERSEDED SURVEY CONTROL
 JB1119
 JB1119  NAVD 88 (09/15/03)  146.09   (m)          479.3    (f) LEVELING    3  
 JB1119  NGVD 29 (??/??/92)  146.210  (m)          479.69   (f) ADJ UNCH    2 0
 JB1119
 JB1119.Superseded values are not recommended for survey control.
 JB1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1119.See file dsdata.txt to determine how the superseded data were derived.
 JB1119
 JB1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9904654690(NAD 83)
 JB1119_MARKER: DB = BENCH MARK DISK
 JB1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1119_STAMPING: J 104 1935
 JB1119_MARK LOGO: CGS   
 JB1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1119+STABILITY: SURFACE MOTION
 JB1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1119+SATELLITE: SATELLITE OBSERVATIONS - July , 2002
 JB1119
 JB1119  HISTORY     - Date     Condition        Report By
 JB1119  HISTORY     - 1935     MONUMENTED       CGS
 JB1119  HISTORY     - 1961     GOOD             NGS
 JB1119  HISTORY     - 200207   GOOD             ILDT
 JB1119
 JB1119                          STATION DESCRIPTION
 JB1119
 JB1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JB1119'2.3 MI SW FROM HOYLETON.
 JB1119'ABOUT 2.3 MILES SOUTHWEST ALONG THE MISSOURI-ILLINOIS RAILROAD
 JB1119'FROM ITS STATION IN HOYLETON, AT A NORTH-SOUTH GRAVELED ROAD
 JB1119'CROSSING, 48 FEET NORTHWEST OF THE NORTHWEST RAIL, 40 FEET WEST
 JB1119'OF THE CENTER LINE OF THE ROAD, 50 FEET NORTHWEST OF THE CENTER
 JB1119'OF THE CROSSING, 16 FEET WEST OF A POWER POLE WITH A TRANSFORMER
 JB1119'22.5 FEET WEST-NORTHWEST OF THE CROSSING SIGN, 1 FOOT SOUTHEAST
 JB1119'OF A FENCE, 16 FEET WEST-SOUTHWEST OF A FENCE CORNER, 1.7 FEET
 JB1119'EAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 JB1119'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JB1119'INCHES.
 JB1119
 JB1119                          STATION RECOVERY (2002)
 JB1119
 JB1119'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (NO)
 JB1119'STATION RECOVERY (2002)
 JB1119' 
 JB1119'RECOVERY NOTE ILDT 2002
 JB1119'THE STATION IS LOCATED IN WASHINGTON COUNTY. 2.5 MILES SOUTHWEST OF
 JB1119'HOYLETON, IL.  6.8
 JB1119'MILES NORTHEAST OF NASHVILLE, IL.  7.2 MILES WEST-NORTHWEST OF
 JB1119'RICHVIEW, IL.
 JB1119' 
 JB1119'TO REACH THE STATION FROM THE INTERSECTION OF IL177 AND MAIN STREET IN
 JB1119'HOYLETON, IL.  1.5
 JB1119'MILES WEST ON IL 177 TO A ROAD SOUTH (BIRCH ROAD).  LEFT ON BIRCH
 JB1119'ROAD.  1.7 MILES SOUTH TO
 JB1119'THE MARK ON THE RIGHT.
 JB1119' 
 JB1119'THE STATION IS IN THE NORTHWEST QUADRANT OF A NORTH-SOUTH OIL AND CHIP
 JB1119'CROSSING AT THE
 JB1119'ABANDONED MISSOURI AND ILLINOIS RAILROAD.  48 FEET NORTHWEST OF THE
 JB1119'NORTHWEST RAIL.  40
 JB1119'FEET WEST OF THE CENTERLINE OF THE ROAD.  50 FEET NORTHWEST OF THE
 JB1119'CENTER OF THE
 JB1119'CROSSING.  16 FEET WEST OF A POWER POLE.  22.5 FEET WEST-NORTHWEST OF
 JB1119'THE CROSSING SIGN.
 JB1119'1 FOOT SOUTHEAST OF A FENCE.  16 FEET WEST-SOUTHWEST OF A FENCE
 JB1119'CORNER.  ABOUT 4 FEET
 JB1119'BELOW THE LEVEL OF THE TRACK.  SET IN TOP OF A CONCRETE POST
 JB1119'PROJECTING
 JB1119' 
 JB1119'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0873 ***********************************************************************
 HB0873  DESIGNATION -  J 106
 HB0873  PID         -  HB0873
 HB0873  STATE/COUNTY-  IL/UNION
 HB0873  USGS QUAD   -  JONESBORO (1996)
 HB0873
 HB0873                         *CURRENT SURVEY CONTROL
 HB0873  ___________________________________________________________________
 HB0873* NAD 83(1986)-  37 27 39.     (N)    089 15 06.     (W)     SCALED    
 HB0873* NAVD 88     -       198.523  (meters)     651.32   (feet)  ADJUSTED  
 HB0873  ___________________________________________________________________
 HB0873  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HB0873  DYNAMIC HT  -         198.381 (meters)     650.86  (feet)  COMP
 HB0873  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 HB0873
 HB0873  VERT ORDER  -  FIRST     CLASS II
 HB0873
 HB0873.The horizontal coordinates were scaled from a topographic map and have
 HB0873.an estimated accuracy of +/- 6 seconds.
 HB0873
 HB0873.The orthometric height was determined by differential leveling
 HB0873.and adjusted by the National Geodetic Survey in June 1991..
 HB0873
 HB0873.The geoid height was determined by GEOID03.
 HB0873
 HB0873.The dynamic height is computed by dividing the NAVD 88
 HB0873.geopotential number by the normal gravity value computed on the
 HB0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0873.degrees latitude (g = 980.6199 gals.).
 HB0873
 HB0873.The modeled gravity was interpolated from observed gravity values.
 HB0873
 HB0873;                    North         East    Units  Estimated Accuracy
 HB0873;SPC IL W     -    88,520.      780,950.      MT  (+/- 180 meters Scaled)
 HB0873
 HB0873                          SUPERSEDED SURVEY CONTROL
 HB0873
 HB0873  NGVD 29 (??/??/??)  198.526  (m)          651.33   (f) ADJUSTED    1 2
 HB0873
 HB0873.Superseded values are not recommended for survey control.
 HB0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0873.See file dsdata.txt to determine how the superseded data were derived.
 HB0873
 HB0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG008483(NAD 83)
 HB0873_MARKER: DB = BENCH MARK DISK
 HB0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0873_STAMPING: J 106 1935
 HB0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0873+STABILITY: SURFACE MOTION
 HB0873
 HB0873  HISTORY     - Date     Condition        Report By
 HB0873  HISTORY     - 1935     MONUMENTED       CGS
 HB0873  HISTORY     - 1949     GOOD             CGS
 HB0873  HISTORY     - 1976     GOOD             ILDT
 HB0873  HISTORY     - 1976     GOOD             ILDT
 HB0873  HISTORY     - 1976     GOOD             ILDT
 HB0873  HISTORY     - 20020828 MARK NOT FOUND   USACE
 HB0873
 HB0873                          STATION DESCRIPTION
 HB0873
 HB0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0873'AT ANNA.
 HB0873'AT ANNA, AT THE INTERSECTION OF WEST JEFFERSON STREET AND SOUTH
 HB0873'GREEN STREET, 23.6 FEET NORTH OF THE NORTH CURB OF SOUTH GREEN
 HB0873'STREET, 89 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE JUNION
 HB0873'HIGH SCHOOL BUILDING, 3.8 FEET NORTH OF THE NORTH EDGE OF GREEN
 HB0873'STREET SIDE WALK, 12 FEET WEST OF THE CENTER OF A PRIVATE DRIVE
 HB0873'WAY, IN THE SOUTHEAST CORNER OF THE SCHOOL LAWN, 16.5 FEET
 HB0873'NORTHEAST OF A FIRE HYDRANT, 1 1/2 FEET NORTH OF A WHITE WOODEN
 HB0873'WITNESS POST, 2 1/2 FEET ABOVE GREEN STREET AND SET IN THE TOP
 HB0873'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 HB0873
 HB0873                          STATION RECOVERY (1976)
 HB0873
 HB0873'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0873'RECOVERED IN GOOD CONDITION.
 HB0873
 HB0873                          STATION RECOVERY (1976)
 HB0873
 HB0873'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0873'RECOVERED IN GOOD CONDITION.
 HB0873
 HB0873                          STATION RECOVERY (1976)
 HB0873
 HB0873'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0873'RECOVERED IN GOOD CONDITION.
 HB0873
 HB0873                          STATION RECOVERY (2002)
 HB0873
 HB0873'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0873'AREA NOW ASPHALT PAVED PARKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0753 ***********************************************************************
 HB0753  DESIGNATION -  J 107
 HB0753  PID         -  HB0753
 HB0753  STATE/COUNTY-  IL/ALEXANDER
 HB0753  USGS QUAD   -  THEBES (1996)
 HB0753
 HB0753                         *CURRENT SURVEY CONTROL
 HB0753  ___________________________________________________________________
 HB0753* NAD 83(1986)-  37 13 15.     (N)    089 27 44.     (W)     SCALED    
 HB0753* NAVD 88     -       102.750  (meters)     337.11   (feet)  ADJUSTED  
 HB0753  ___________________________________________________________________
 HB0753  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HB0753  DYNAMIC HT  -         102.675 (meters)     336.86  (feet)  COMP
 HB0753  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 HB0753
 HB0753  VERT ORDER  -  SECOND    CLASS 0
 HB0753
 HB0753.The horizontal coordinates were scaled from a topographic map and have
 HB0753.an estimated accuracy of +/- 6 seconds.
 HB0753
 HB0753.The orthometric height was determined by differential leveling
 HB0753.and adjusted by the National Geodetic Survey in June 1991..
 HB0753
 HB0753.The geoid height was determined by GEOID03.
 HB0753
 HB0753.The dynamic height is computed by dividing the NAVD 88
 HB0753.geopotential number by the normal gravity value computed on the
 HB0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0753.degrees latitude (g = 980.6199 gals.).
 HB0753
 HB0753.The modeled gravity was interpolated from observed gravity values.
 HB0753
 HB0753;                    North         East    Units  Estimated Accuracy
 HB0753;SPC IL W     -    61,730.      762,520.      MT  (+/- 180 meters Scaled)
 HB0753
 HB0753                          SUPERSEDED SURVEY CONTROL
 HB0753
 HB0753  NGVD 29 (??/??/??)  102.628  (m)          336.71   (f) ADJUSTED    2 0
 HB0753
 HB0753.Superseded values are not recommended for survey control.
 HB0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0753.See file dsdata.txt to determine how the superseded data were derived.
 HB0753
 HB0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG815222(NAD 83)
 HB0753_MARKER: DB = BENCH MARK DISK
 HB0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0753_STAMPING: J 107 1935
 HB0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0753+STABILITY: SURFACE MOTION
 HB0753
 HB0753  HISTORY     - Date     Condition        Report By
 HB0753  HISTORY     - 1935     MONUMENTED       CGS
 HB0753  HISTORY     - 1965     MARK NOT FOUND   CGS
 HB0753
 HB0753                          STATION DESCRIPTION
 HB0753
 HB0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0753'AT THEBES.
 HB0753'AT THEBES, ALEXANDER COUNTY, ON THE CHICAGO AND EASTERN ILLINOIS
 HB0753'RAILROAD, 83 FEET NORTH OF THE STATION, IN A RAILROAD PARK, 19
 HB0753'FEET WEST OF THE WEST MAIN TRACK, AND 10 FEET SOUTH OF A FIRE
 HB0753'HYDRANT.  A STANDARD DISK, STAMPED J 107 1935 AND SET IN THE TOP
 HB0753'OF A CONCRETE POST.
 HB0753
 HB0753                          STATION RECOVERY (1965)
 HB0753
 HB0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0174 ***********************************************************************
 JB0174  DESIGNATION -  J 108
 JB0174  PID         -  JB0174
 JB0174  STATE/COUNTY-  IL/WAYNE
 JB0174  USGS QUAD   -  GOLDEN GATE (1971)
 JB0174
 JB0174                         *CURRENT SURVEY CONTROL
 JB0174  ___________________________________________________________________
 JB0174* NAD 83(1986)-  38 21 34.     (N)    088 12 03.     (W)     SCALED    
 JB0174* NAVD 88     -       117.380  (meters)     385.10   (feet)  ADJUSTED  
 JB0174  ___________________________________________________________________
 JB0174  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 JB0174  DYNAMIC HT  -         117.307 (meters)     384.86  (feet)  COMP
 JB0174  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JB0174
 JB0174  VERT ORDER  -  SECOND    CLASS 0
 JB0174
 JB0174.The horizontal coordinates were scaled from a topographic map and have
 JB0174.an estimated accuracy of +/- 6 seconds.
 JB0174
 JB0174.The orthometric height was determined by differential leveling
 JB0174.and adjusted by the National Geodetic Survey in June 1991..
 JB0174
 JB0174.The geoid height was determined by GEOID03.
 JB0174
 JB0174.The dynamic height is computed by dividing the NAVD 88
 JB0174.geopotential number by the normal gravity value computed on the
 JB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0174.degrees latitude (g = 980.6199 gals.).
 JB0174
 JB0174.The modeled gravity was interpolated from observed gravity values.
 JB0174
 JB0174;                    North         East    Units  Estimated Accuracy
 JB0174;SPC IL E     -   187,880.      311,580.      MT  (+/- 180 meters Scaled)
 JB0174
 JB0174                          SUPERSEDED SURVEY CONTROL
 JB0174
 JB0174  NGVD 29 (??/??/92)  117.514  (m)          385.54   (f) ADJ UNCH    2 0
 JB0174
 JB0174.Superseded values are not recommended for survey control.
 JB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0174.See file dsdata.txt to determine how the superseded data were derived.
 JB0174
 JB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH950463(NAD 83)
 JB0174_MARKER: DB = BENCH MARK DISK
 JB0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0174_STAMPING: J 108 1935
 JB0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0174+STABILITY: SURFACE MOTION
 JB0174
 JB0174  HISTORY     - Date     Condition        Report By
 JB0174  HISTORY     - 1935     MONUMENTED       CGS
 JB0174  HISTORY     - 1971     MARK NOT FOUND   USGS
 JB0174
 JB0174                          STATION DESCRIPTION
 JB0174
 JB0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0174'AT GOLDEN GATE.
 JB0174'AT GOLDEN GATE, WAYNE COUNTY, ON THE SOUTHERN RAILWAY, 16 RAILS
 JB0174'EAST OF THE STATION, 3-1/2 RAILS WEST OF MILEPOST 126, AND 40
 JB0174'FEET SOUTH OF THE MAIN TRACK.  A STANDARD DISK, STAMPED J 108
 JB0174'1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0174
 JB0174                          STATION RECOVERY (1971)
 JB0174
 JB0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JB0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0362 ***********************************************************************
 JB0362  DESIGNATION -  J 109
 JB0362  PID         -  JB0362
 JB0362  STATE/COUNTY-  IL/JEFFERSON
 JB0362  USGS QUAD   -  MOUNT VERNON (1978)
 JB0362
 JB0362                         *CURRENT SURVEY CONTROL
 JB0362  ___________________________________________________________________
 JB0362* NAD 83(1986)-  38 19 47.     (N)    088 56 30.     (W)     SCALED    
 JB0362* NAVD 88     -       150.568  (meters)     493.99   (feet)  ADJUSTED  
 JB0362  ___________________________________________________________________
 JB0362  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JB0362  DYNAMIC HT  -         150.472 (meters)     493.67  (feet)  COMP
 JB0362  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JB0362
 JB0362  VERT ORDER  -  SECOND    CLASS 0
 JB0362
 JB0362.The horizontal coordinates were scaled from a topographic map and have
 JB0362.an estimated accuracy of +/- 6 seconds.
 JB0362
 JB0362.The orthometric height was determined by differential leveling
 JB0362.and adjusted by the National Geodetic Survey in June 1991..
 JB0362
 JB0362.The geoid height was determined by GEOID03.
 JB0362
 JB0362.The dynamic height is computed by dividing the NAVD 88
 JB0362.geopotential number by the normal gravity value computed on the
 JB0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0362.degrees latitude (g = 980.6199 gals.).
 JB0362
 JB0362.The modeled gravity was interpolated from observed gravity values.
 JB0362
 JB0362;                    North         East    Units  Estimated Accuracy
 JB0362;SPC IL E     -   184,750.      246,810.      MT  (+/- 180 meters Scaled)
 JB0362
 JB0362                          SUPERSEDED SURVEY CONTROL
 JB0362
 JB0362  NGVD 29 (??/??/92)  150.674  (m)          494.34   (f) ADJ UNCH    2 0
 JB0362
 JB0362.Superseded values are not recommended for survey control.
 JB0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0362.See file dsdata.txt to determine how the superseded data were derived.
 JB0362
 JB0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH302441(NAD 83)
 JB0362_MARKER: DB = BENCH MARK DISK
 JB0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0362_STAMPING: J 109 1935
 JB0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0362+STABILITY: SURFACE MOTION
 JB0362
 JB0362  HISTORY     - Date     Condition        Report By
 JB0362  HISTORY     - 1935     MONUMENTED       CGS
 JB0362  HISTORY     - 1960     GOOD             NGS
 JB0362
 JB0362                          STATION DESCRIPTION
 JB0362
 JB0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0362'2.1 MI W FROM MT VERNON.
 JB0362'ABOUT 2.1 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 JB0362'FROM THE STATION AT MT. VERNON, 46 FEET NORTH OF THE NORTH RAIL
 JB0362'OF THE TRACK, 40 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 JB0362'OILED ROAD, 1 FOOT SOUTH OF A FENCE, 1.4 FEET WEST-SOUTHWEST OF
 JB0362'A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK
 JB0362'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0025 ***********************************************************************
 KB0025  DESIGNATION -  J 11
 KB0025  PID         -  KB0025
 KB0025  STATE/COUNTY-  IL/COLES
 KB0025  USGS QUAD   -  OAKLAND (1982)
 KB0025
 KB0025                         *CURRENT SURVEY CONTROL
 KB0025  ___________________________________________________________________
 KB0025* NAD 83(1986)-  39 39 12.     (N)    088 01 44.     (W)     SCALED    
 KB0025* NAVD 88     -       199.923  (meters)     655.91   (feet)  ADJUSTED  
 KB0025  ___________________________________________________________________
 KB0025  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0025  DYNAMIC HT  -         199.814 (meters)     655.56  (feet)  COMP
 KB0025  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 KB0025
 KB0025  VERT ORDER  -  FIRST     CLASS II
 KB0025
 KB0025.The horizontal coordinates were scaled from a topographic map and have
 KB0025.an estimated accuracy of +/- 6 seconds.
 KB0025
 KB0025.The orthometric height was determined by differential leveling
 KB0025.and adjusted by the National Geodetic Survey in June 1991..
 KB0025.WARNING-Repeat measurements at this control monument indicate possible
 KB0025.vertical movement.
 KB0025
 KB0025.The geoid height was determined by GEOID03.
 KB0025
 KB0025.The dynamic height is computed by dividing the NAVD 88
 KB0025.geopotential number by the normal gravity value computed on the
 KB0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0025.degrees latitude (g = 980.6199 gals.).
 KB0025
 KB0025.The modeled gravity was interpolated from observed gravity values.
 KB0025
 KB0025;                    North         East    Units  Estimated Accuracy
 KB0025;SPC IL E     -   331,560.      326,130.      MT  (+/- 180 meters Scaled)
 KB0025
 KB0025                          SUPERSEDED SURVEY CONTROL
 KB0025
 KB0025  NGVD 29 (??/??/92)  200.007  (m)          656.19   (f) ADJ UNCH    1 2
 KB0025
 KB0025.Superseded values are not recommended for survey control.
 KB0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0025.See file dsdata.txt to determine how the superseded data were derived.
 KB0025
 KB0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ117897(NAD 83)
 KB0025_MARKER: DB = BENCH MARK DISK
 KB0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0025_SP_SET: WATER TOWER BASE
 KB0025_STAMPING: J 11 1933
 KB0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0025
 KB0025  HISTORY     - Date     Condition        Report By
 KB0025  HISTORY     - 1933     MONUMENTED       CGS
 KB0025  HISTORY     - 1956     GOOD             NGS
 KB0025  HISTORY     - 1973     GOOD             ILHD
 KB0025  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0025  HISTORY     - 20050304 MARK NOT FOUND   ILDT
 KB0025
 KB0025                          STATION DESCRIPTION
 KB0025
 KB0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0025'AT OAKLAND.
 KB0025'AT OAKLAND, ABOUT 0.4 MILE WEST ALONG THE PENNSYLVANIA RAILROAD
 KB0025'FROM THE STATION AT OAKLAND, IN THE TOP OF SOUTH CORNER OF
 KB0025'CONCRETE BASE OF THE SOUTHWEST LEG OF CITY WATER TOWER, 31 FEET
 KB0025'NORTH OF NORTH RAIL OF P.R.R., 55 FEET WEST OF WEST CURB LINE OF
 KB0025'A NORTH-SOUTH STREET, 76 FEET NORTHWEST OF CENTER OF STREET
 KB0025'CROSSING, AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.  NOTE-- LEVEL
 KB0025'WITH GROUND.
 KB0025
 KB0025                          STATION RECOVERY (1973)
 KB0025
 KB0025'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0025'RECOVERED IN GOOD CONDITION.
 KB0025
 KB0025                          STATION RECOVERY (1980)
 KB0025
 KB0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0025'MARK NOT FOUND.
 KB0025
 KB0025                          STATION RECOVERY (2005)
 KB0025
 KB0025'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0491 ***********************************************************************
 HB0491  DESIGNATION -  J 110
 HB0491  PID         -  HB0491
 HB0491  STATE/COUNTY-  IL/SALINE
 HB0491  USGS QUAD   -  HARRISBURG (1996)
 HB0491
 HB0491                         *CURRENT SURVEY CONTROL
 HB0491  ___________________________________________________________________
 HB0491* NAD 83(1986)-  37 44 20.     (N)    088 32 22.     (W)     SCALED    
 HB0491* NAVD 88     -       118.646  (meters)     389.26   (feet)  ADJUSTED  
 HB0491  ___________________________________________________________________
 HB0491  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HB0491  DYNAMIC HT  -         118.565 (meters)     388.99  (feet)  COMP
 HB0491  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 HB0491
 HB0491  VERT ORDER  -  SECOND    CLASS 0
 HB0491
 HB0491.The horizontal coordinates were scaled from a topographic map and have
 HB0491.an estimated accuracy of +/- 6 seconds.
 HB0491
 HB0491.The orthometric height was determined by differential leveling
 HB0491.and adjusted by the National Geodetic Survey in June 1991..
 HB0491
 HB0491.The geoid height was determined by GEOID03.
 HB0491
 HB0491.The dynamic height is computed by dividing the NAVD 88
 HB0491.geopotential number by the normal gravity value computed on the
 HB0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0491.degrees latitude (g = 980.6199 gals.).
 HB0491
 HB0491.The modeled gravity was interpolated from observed gravity values.
 HB0491
 HB0491;                    North         East    Units  Estimated Accuracy
 HB0491;SPC IL E     -   119,010.      281,830.      MT  (+/- 180 meters Scaled)
 HB0491
 HB0491                          SUPERSEDED SURVEY CONTROL
 HB0491
 HB0491  NGVD 29 (??/??/??)  118.743  (m)          389.58   (f) ADJUSTED    2 0
 HB0491
 HB0491.Superseded values are not recommended for survey control.
 HB0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0491.See file dsdata.txt to determine how the superseded data were derived.
 HB0491
 HB0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG643779(NAD 83)
 HB0491_MARKER: DB = BENCH MARK DISK
 HB0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0491_STAMPING: J 110 1935
 HB0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0491+STABILITY: SURFACE MOTION
 HB0491
 HB0491  HISTORY     - Date     Condition        Report By
 HB0491  HISTORY     - 1935     MONUMENTED       CGS
 HB0491  HISTORY     - 1977     GOOD             ILDT
 HB0491  HISTORY     - 1980     GOOD             LOCSUR
 HB0491  HISTORY     - 1980     GOOD             LOCSUR
 HB0491
 HB0491                          STATION DESCRIPTION
 HB0491
 HB0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0491'AT HARRISBURG.
 HB0491'AT HARRISBURG, SALINE COUNTY, AT THE CITY HALL, 15 YARDS EAST OF
 HB0491'THE ENTRANCE STEPS, AT THE SOUTHEAST CORNER OF THE LAWN, AND AT
 HB0491'THE EDGE OF A SIDEWALK.  A STANDARD DISK, STAMPED J 110 1935 AND
 HB0491'SET IN THE TOP OF A CONCRETE POST.
 HB0491'THE MARK IS IN A PAVED PARKING LOT.
 HB0491
 HB0491                          STATION RECOVERY (1977)
 HB0491
 HB0491'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977
 HB0491'RECOVERED IN GOOD CONDITION.
 HB0491
 HB0491                          STATION RECOVERY (1980)
 HB0491
 HB0491'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HB0491'4.5 FEET EAST OF CITY HALL ENTRANCE IN CONCRETE DRIVE (FLUSH) NEXT TO
 HB0491'WALK - AT SOUTHEAST OF LIT AND NORTHWEST CORNER OF CHERRY ST AND
 HB0491'LOCUST ST.
 HB0491
 HB0491                          STATION RECOVERY (1980)
 HB0491
 HB0491'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 HB0491'4.5 FEET EAST OF CITY HALL ENTRANCE IN CONCRETE DRIVE (FLUSH) NEXT TO
 HB0491'WALK - AT SOUTHEAST OF LIT AND NORTHWEST CORNER OF CHERRY ST AND
 HB0491'LOCUST ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0345 ***********************************************************************
 HB0345  DESIGNATION -  J 111
 HB0345  PID         -  HB0345
 HB0345  STATE/COUNTY-  IL/MASSAC
 HB0345  USGS QUAD   -  REEVESVILLE (1996)
 HB0345
 HB0345                         *CURRENT SURVEY CONTROL
 HB0345  ___________________________________________________________________
 HB0345* NAD 83(1986)-  37 18 31.     (N)    088 43 20.     (W)     SCALED    
 HB0345* NAVD 88     -       105.379  (meters)     345.73   (feet)  ADJUSTED  
 HB0345  ___________________________________________________________________
 HB0345  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HB0345  DYNAMIC HT  -         105.302 (meters)     345.48  (feet)  COMP
 HB0345  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 HB0345
 HB0345  VERT ORDER  -  SECOND    CLASS 0
 HB0345
 HB0345.The horizontal coordinates were scaled from a topographic map and have
 HB0345.an estimated accuracy of +/- 6 seconds.
 HB0345
 HB0345.The orthometric height was determined by differential leveling
 HB0345.and adjusted by the National Geodetic Survey in June 1991..
 HB0345
 HB0345.The geoid height was determined by GEOID03.
 HB0345
 HB0345.The dynamic height is computed by dividing the NAVD 88
 HB0345.geopotential number by the normal gravity value computed on the
 HB0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0345.degrees latitude (g = 980.6199 gals.).
 HB0345
 HB0345.The modeled gravity was interpolated from observed gravity values.
 HB0345
 HB0345;                    North         East    Units  Estimated Accuracy
 HB0345;SPC IL E     -    71,310.      265,530.      MT  (+/- 180 meters Scaled)
 HB0345
 HB0345                          SUPERSEDED SURVEY CONTROL
 HB0345
 HB0345  NGVD 29 (??/??/??)  105.448  (m)          345.96   (f) ADJUSTED    2 0
 HB0345
 HB0345.Superseded values are not recommended for survey control.
 HB0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0345.See file dsdata.txt to determine how the superseded data were derived.
 HB0345
 HB0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG473304(NAD 83)
 HB0345_MARKER: DB = BENCH MARK DISK
 HB0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0345_STAMPING: J 111 1935
 HB0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0345+STABILITY: SURFACE MOTION
 HB0345
 HB0345  HISTORY     - Date     Condition        Report By
 HB0345  HISTORY     - 1935     MONUMENTED       CGS
 HB0345  HISTORY     - 1959     MARK NOT FOUND   CGS
 HB0345
 HB0345                          STATION DESCRIPTION
 HB0345
 HB0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 HB0345'0.6 MI S FROM BAY PORT.
 HB0345'0.6 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0345'STATION AT BAY PORT, MASSAC COUNTY, 50 YARDS NORTH OF A SIGN
 HB0345'BETZ ONE MILE, 11 YARDS EAST OF THE CENTERLINE OF THE TRACK,
 HB0345'AND ACROSS A ROAD FROM A LOG HOUSE.  A STANDARD DISK, STAMPED
 HB0345'J 111 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0315 ***********************************************************************
 HB0315  DESIGNATION -  J 112
 HB0315  PID         -  HB0315
 HB0315  STATE/COUNTY-  IL/MASSAC
 HB0315  USGS QUAD   -  PADUCAH WEST (1982)
 HB0315
 HB0315                         *CURRENT SURVEY CONTROL
 HB0315  ___________________________________________________________________
 HB0315* NAD 83(1986)-  37 07 25.     (N)    088 37 40.     (W)     SCALED    
 HB0315* NAVD 88     -       103.509  (meters)     339.60   (feet)  ADJUSTED  
 HB0315  ___________________________________________________________________
 HB0315  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0315  DYNAMIC HT  -         103.434 (meters)     339.35  (feet)  COMP
 HB0315  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 HB0315
 HB0315  VERT ORDER  -  SECOND    CLASS 0
 HB0315
 HB0315.The horizontal coordinates were scaled from a topographic map and have
 HB0315.an estimated accuracy of +/- 6 seconds.
 HB0315
 HB0315.The orthometric height was determined by differential leveling
 HB0315.and adjusted by the National Geodetic Survey in June 1991..
 HB0315
 HB0315.The geoid height was determined by GEOID03.
 HB0315
 HB0315.The dynamic height is computed by dividing the NAVD 88
 HB0315.geopotential number by the normal gravity value computed on the
 HB0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0315.degrees latitude (g = 980.6199 gals.).
 HB0315
 HB0315.The modeled gravity was interpolated from observed gravity values.
 HB0315
 HB0315;                    North         East    Units  Estimated Accuracy
 HB0315;SPC IL E     -    50,750.      273,830.      MT  (+/- 180 meters Scaled)
 HB0315
 HB0315                          SUPERSEDED SURVEY CONTROL
 HB0315
 HB0315  NGVD 29 (??/??/??)  103.535  (m)          339.68   (f) ADJUSTED    2 0
 HB0315
 HB0315.Superseded values are not recommended for survey control.
 HB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0315.See file dsdata.txt to determine how the superseded data were derived.
 HB0315
 HB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG553098(NAD 83)
 HB0315_MARKER: DB = BENCH MARK DISK
 HB0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0315_STAMPING: J 112 1935
 HB0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0315+STABILITY: SURFACE MOTION
 HB0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0315+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2006
 HB0315
 HB0315  HISTORY     - Date     Condition        Report By
 HB0315  HISTORY     - 1935     MONUMENTED       CGS
 HB0315  HISTORY     - 1972     GOOD             NGS
 HB0315  HISTORY     - 1977     GOOD             ILDT
 HB0315  HISTORY     - 1978     GOOD             DOD
 HB0315  HISTORY     - 1978     GOOD             DOD
 HB0315  HISTORY     - 1978     GOOD             DOD
 HB0315  HISTORY     - 20060220 GOOD             USACE
 HB0315
 HB0315                          STATION DESCRIPTION
 HB0315
 HB0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0315'AT BROOKPORT.
 HB0315'AT BROOKPORT, MASSAC COUNTY, ON U.S. HIGHWAY 45, AT THE TOWN
 HB0315'HALL, 11 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND AT
 HB0315'THE NORTHEAST CORNER OF THE YARD.  A STANDARD DISK, STAMPED
 HB0315'J 112 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 31.0
 HB0315'FT W OF CENTER LINE OF OHIO ST.  31.0 FT S OF CENTERLINE OF THIRD
 HB0315'ST.  75.7 N75E OF CENTERLINE WATER TANK.
 HB0315
 HB0315                          STATION RECOVERY (1972)
 HB0315
 HB0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HB0315'RECOVERED IN GOOD CONDITION.
 HB0315
 HB0315                          STATION RECOVERY (1977)
 HB0315
 HB0315'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977
 HB0315'RECOVERED IN GOOD CONDITION.
 HB0315
 HB0315                          STATION RECOVERY (1978)
 HB0315
 HB0315'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0315'RECOVERED IN GOOD CONDITION.
 HB0315
 HB0315                          STATION RECOVERY (1978)
 HB0315
 HB0315'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0315'RECOVERED IN GOOD CONDITION.
 HB0315
 HB0315                          STATION RECOVERY (1978)
 HB0315
 HB0315'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 HB0315'RECOVERED IN GOOD CONDITION.
 HB0315
 HB0315                          STATION RECOVERY (2006)
 HB0315
 HB0315'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (DLB)
 HB0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0851 ***********************************************************************
 JB0851  DESIGNATION -  J 113
 JB0851  PID         -  JB0851
 JB0851  STATE/COUNTY-  IL/BOND
 JB0851  USGS QUAD   -  GREENVILLE (1974)
 JB0851
 JB0851                         *CURRENT SURVEY CONTROL
 JB0851  ___________________________________________________________________
 JB0851* NAD 83(1986)-  38 57 48.     (N)    089 27 04.     (W)     SCALED    
 JB0851* NAVD 88     -       179.706  (meters)     589.59   (feet)  ADJUSTED  
 JB0851  ___________________________________________________________________
 JB0851  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0851  DYNAMIC HT  -         179.599 (meters)     589.23  (feet)  COMP
 JB0851  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 JB0851
 JB0851  VERT ORDER  -  SECOND    CLASS 0
 JB0851
 JB0851.The horizontal coordinates were scaled from a topographic map and have
 JB0851.an estimated accuracy of +/- 6 seconds.
 JB0851
 JB0851.The orthometric height was determined by differential leveling
 JB0851.and adjusted by the National Geodetic Survey in June 1991..
 JB0851
 JB0851.The geoid height was determined by GEOID03.
 JB0851
 JB0851.The dynamic height is computed by dividing the NAVD 88
 JB0851.geopotential number by the normal gravity value computed on the
 JB0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0851.degrees latitude (g = 980.6199 gals.).
 JB0851
 JB0851.The modeled gravity was interpolated from observed gravity values.
 JB0851
 JB0851;                    North         East    Units  Estimated Accuracy
 JB0851;SPC IL W     -   255,140.      762,020.      MT  (+/- 180 meters Scaled)
 JB0851
 JB0851                          SUPERSEDED SURVEY CONTROL
 JB0851
 JB0851  NGVD 29 (??/??/92)  179.832  (m)          590.00   (f) ADJ UNCH    2 0
 JB0851
 JB0851.Superseded values are not recommended for survey control.
 JB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0851.See file dsdata.txt to determine how the superseded data were derived.
 JB0851
 JB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ876155(NAD 83)
 JB0851_MARKER: DB = BENCH MARK DISK
 JB0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0851_STAMPING: J 113 1935
 JB0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0851+STABILITY: SURFACE MOTION
 JB0851
 JB0851  HISTORY     - Date     Condition        Report By
 JB0851  HISTORY     - 1935     MONUMENTED       CGS
 JB0851  HISTORY     - 1942     GOOD             NGS
 JB0851
 JB0851                          STATION DESCRIPTION
 JB0851
 JB0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JB0851'AT AYERS.
 JB0851'AT AYERS, BOND COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 JB0851'RAILROAD 739 FEET EAST OF MILEPOST 85, 150 FEET EAST OF A ROAD
 JB0851'CROSSING, AND 29 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 JB0851'A STANDARD DISK, STAMPED J 113 1935 AND SET IN THE TOP OF A
 JB0851'CONCRETE POST.  NOTE-- THE STATION AND PLATFORM HAVE BEEN
 JB0851'RETIRED.  THE TRACK RUNS EAST AND WEST THROUGH AYERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0118 ***********************************************************************
 JC0118  DESIGNATION -  J 114
 JC0118  PID         -  JC0118
 JC0118  STATE/COUNTY-  IL/ST CLAIR
 JC0118  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0118
 JC0118                         *CURRENT SURVEY CONTROL
 JC0118  ___________________________________________________________________
 JC0118* NAD 83(1986)-  38 32 51.     (N)    090 04 15.     (W)     SCALED    
 JC0118* NAVD 88     -       162.558  (meters)     533.33   (feet)  ADJUSTED  
 JC0118  ___________________________________________________________________
 JC0118  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 JC0118  DYNAMIC HT  -         162.455 (meters)     532.99  (feet)  COMP
 JC0118  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JC0118
 JC0118  VERT ORDER  -  SECOND    CLASS 0
 JC0118
 JC0118.The horizontal coordinates were scaled from a topographic map and have
 JC0118.an estimated accuracy of +/- 6 seconds.
 JC0118
 JC0118.The orthometric height was determined by differential leveling
 JC0118.and adjusted by the National Geodetic Survey in June 1991..
 JC0118
 JC0118.The geoid height was determined by GEOID03.
 JC0118
 JC0118.The dynamic height is computed by dividing the NAVD 88
 JC0118.geopotential number by the normal gravity value computed on the
 JC0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0118.degrees latitude (g = 980.6199 gals.).
 JC0118
 JC0118.The modeled gravity was interpolated from observed gravity values.
 JC0118
 JC0118;                    North         East    Units  Estimated Accuracy
 JC0118;SPC IL W     -   208,740.      708,350.      MT  (+/- 180 meters Scaled)
 JC0118
 JC0118                          SUPERSEDED SURVEY CONTROL
 JC0118
 JC0118  NGVD 29 (??/??/92)  162.687  (m)          533.75   (f) ADJ UNCH    2 0
 JC0118
 JC0118.Superseded values are not recommended for survey control.
 JC0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0118.See file dsdata.txt to determine how the superseded data were derived.
 JC0118
 JC0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC552706(NAD 83)
 JC0118_MARKER: DB = BENCH MARK DISK
 JC0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0118_STAMPING: J 114 1935
 JC0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0118+STABILITY: SURFACE MOTION
 JC0118
 JC0118  HISTORY     - Date     Condition        Report By
 JC0118  HISTORY     - 1935     MONUMENTED       CGS
 JC0118
 JC0118                          STATION DESCRIPTION
 JC0118
 JC0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0118'2.2 MI SE FROM CENTERVILLE.
 JC0118'2.2 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JC0118'CROSSING OF STATE HIGHWAY 157 AT CENTERVILLE, ST. CLAIR COUNTY,
 JC0118'AT A HIGHWAY OVERPASS, 13 FEET EAST OF THE CENTERLINE OF THE
 JC0118'SOUTHBOUND TRACK, AND ONE FOOT NORTH OF THE FIRST PIER EAST OF
 JC0118'THE TRACK.  A STANDARD DISK, STAMPED J 114 1935 AND SET IN THE
 JC0118'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0619 ***********************************************************************
 KB0619  DESIGNATION -  J 12
 KB0619  PID         -  KB0619
 KB0619  STATE/COUNTY-  IL/MACON
 KB0619  USGS QUAD   -  LONG CREEK (1975)
 KB0619
 KB0619                         *CURRENT SURVEY CONTROL
 KB0619  ___________________________________________________________________
 KB0619* NAD 83(1986)-  39 45 20.     (N)    088 51 18.     (W)     SCALED    
 KB0619* NAVD 88     -       211.674  (meters)     694.47   (feet)  ADJUSTED  
 KB0619  ___________________________________________________________________
 KB0619  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0619  DYNAMIC HT  -         211.555 (meters)     694.08  (feet)  COMP
 KB0619  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KB0619
 KB0619  VERT ORDER  -  FIRST     CLASS II
 KB0619
 KB0619.The horizontal coordinates were scaled from a topographic map and have
 KB0619.an estimated accuracy of +/- 6 seconds.
 KB0619
 KB0619.The orthometric height was determined by differential leveling
 KB0619.and adjusted by the National Geodetic Survey in June 1991..
 KB0619
 KB0619.The geoid height was determined by GEOID03.
 KB0619
 KB0619.The dynamic height is computed by dividing the NAVD 88
 KB0619.geopotential number by the normal gravity value computed on the
 KB0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0619.degrees latitude (g = 980.6199 gals.).
 KB0619
 KB0619.The modeled gravity was interpolated from observed gravity values.
 KB0619
 KB0619;                    North         East    Units  Estimated Accuracy
 KB0619;SPC IL E     -   342,990.      255,300.      MT  (+/- 180 meters Scaled)
 KB0619
 KB0619                          SUPERSEDED SURVEY CONTROL
 KB0619
 KB0619  NGVD 29 (??/??/92)  211.747  (m)          694.71   (f) ADJ UNCH    1 2
 KB0619
 KB0619.Superseded values are not recommended for survey control.
 KB0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0619.See file dsdata.txt to determine how the superseded data were derived.
 KB0619
 KB0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK410022(NAD 83)
 KB0619_MARKER: DB = BENCH MARK DISK
 KB0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0619_STAMPING: J 12 1933
 KB0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0619+STABILITY: SURFACE MOTION
 KB0619
 KB0619  HISTORY     - Date     Condition        Report By
 KB0619  HISTORY     - UNK      MONUMENTED       CGS
 KB0619  HISTORY     - 1933     GOOD             NGS
 KB0619  HISTORY     - 1938     GOOD             NGS
 KB0619  HISTORY     - 1975     MARK NOT FOUND   ILDT
 KB0619
 KB0619                          STATION DESCRIPTION
 KB0619
 KB0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0619'AT HERVEY CITY.
 KB0619'AT HERVEY CITY, MACON COUNTY, ON THE PENNSYLVANIA RAILROAD, ABOUT
 KB0619'200 FEET SOUTHEAST OF THE STATION, AT THE JUNCTION OF THE
 KB0619'ILLINOIS CENTRAL RAILROAD, 70 FEET EAST OF THE I.C.R.R. TRACK,
 KB0619'40 FEET SOUTH OF THE P.R.R. TRACK, AND 8 FEET SOUTH OF THE ROAD
 KB0619'TO THE STATION.  A STANDARD DISK, STAMPED J 12 1933 AND SET IN
 KB0619'THE TOP OF A CONCRETE POST.
 KB0619
 KB0619                          STATION RECOVERY (1938)
 KB0619
 KB0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 KB0619'RECOVERED IN GOOD CONDITION.
 KB0619
 KB0619                          STATION RECOVERY (1975)
 KB0619
 KB0619'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1369 ***********************************************************************
 JA1369  DESIGNATION -  J 127
 JA1369  PID         -  JA1369
 JA1369  STATE/COUNTY-  IL/LAWRENCE
 JA1369  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1369
 JA1369                         *CURRENT SURVEY CONTROL
 JA1369  ___________________________________________________________________
 JA1369* NAD 83(1986)-  38 43 05.     (N)    087 40 04.     (W)     SCALED    
 JA1369* NAVD 88     -       130.417  (meters)     427.88   (feet)  POSTED    
 JA1369  ___________________________________________________________________
 JA1369  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JA1369  DYNAMIC HT  -         130.340 (meters)     427.62  (feet)  COMP
 JA1369  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 JA1369
 JA1369  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JA1369
 JA1369.The horizontal coordinates were scaled from a topographic map and have
 JA1369.an estimated accuracy of +/- 6 seconds.
 JA1369
 JA1369.The orthometric height was determined by differential leveling
 JA1369.and adjusted by the National Geodetic Survey in 1992..
 JA1369.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JA1369.rate of 0.0 thru 1.0 mm/km.
 JA1369
 JA1369.The geoid height was determined by GEOID03.
 JA1369
 JA1369.The dynamic height is computed by dividing the NAVD 88
 JA1369.geopotential number by the normal gravity value computed on the
 JA1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1369.degrees latitude (g = 980.6199 gals.).
 JA1369
 JA1369.The modeled gravity was interpolated from observed gravity values.
 JA1369
 JA1369;                    North         East    Units  Estimated Accuracy
 JA1369;SPC IL E     -   227,890.      357,880.      MT  (+/- 180 meters Scaled)
 JA1369
 JA1369                          SUPERSEDED SURVEY CONTROL
 JA1369
 JA1369  NGVD 29 (??/??/92)  130.531  (m)          428.25   (f) ADJ UNCH    1 2
 JA1369
 JA1369.Superseded values are not recommended for survey control.
 JA1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1369.See file dsdata.txt to determine how the superseded data were derived.
 JA1369
 JA1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH419857(NAD 83)
 JA1369_MARKER: DB = BENCH MARK DISK
 JA1369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JA1369_SP_SET: BRIDGE
 JA1369_STAMPING: J 127 1938
 JA1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1369
 JA1369  HISTORY     - Date     Condition        Report By
 JA1369  HISTORY     - 1938     MONUMENTED       CGS
 JA1369
 JA1369                          STATION DESCRIPTION
 JA1369
 JA1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1369'1.1 MI E FROM LAWRENCEVILLE.
 JA1369'1.1 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA1369'STATION AT LAWRENCEVILLE, LAWRENCE COUNTY, 0.3 MILE WEST OF
 JA1369'MILEPOST ST. L 142-C 197, 40 FEET SOUTHWEST OF A SIGNAL TOWER,
 JA1369'AT THE STEEL BRIDGE OVER EMBARASS RIVER, IN THE TOP OF THE EAST
 JA1369'CONCRETE ABUTMENT 10 FEET WEST OF THE EAST END OF THE ABUTMENT,
 JA1369'5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 JA1369'TRACK.  A STANDARD DISK, STAMPED J 127 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0610 ***********************************************************************
 KB0610  DESIGNATION -  J 128
 KB0610  PID         -  KB0610
 KB0610  STATE/COUNTY-  IL/MOULTRIE
 KB0610  USGS QUAD   -  LA PLACE (1983)
 KB0610
 KB0610                         *CURRENT SURVEY CONTROL
 KB0610  ___________________________________________________________________
 KB0610* NAD 83(1986)-  39 45 03.     (N)    088 41 58.     (W)     SCALED    
 KB0610* NAVD 88     -       206.241  (meters)     676.64   (feet)  ADJUSTED  
 KB0610  ___________________________________________________________________
 KB0610  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KB0610  DYNAMIC HT  -         206.124 (meters)     676.26  (feet)  COMP
 KB0610  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 KB0610
 KB0610  VERT ORDER  -  SECOND    CLASS 0
 KB0610
 KB0610.The horizontal coordinates were scaled from a topographic map and have
 KB0610.an estimated accuracy of +/- 6 seconds.
 KB0610
 KB0610.The orthometric height was determined by differential leveling
 KB0610.and adjusted by the National Geodetic Survey in June 1991..
 KB0610
 KB0610.The geoid height was determined by GEOID03.
 KB0610
 KB0610.The dynamic height is computed by dividing the NAVD 88
 KB0610.geopotential number by the normal gravity value computed on the
 KB0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0610.degrees latitude (g = 980.6199 gals.).
 KB0610
 KB0610.The modeled gravity was interpolated from observed gravity values.
 KB0610
 KB0610;                    North         East    Units  Estimated Accuracy
 KB0610;SPC IL E     -   342,400.      268,620.      MT  (+/- 180 meters Scaled)
 KB0610
 KB0610                          SUPERSEDED SURVEY CONTROL
 KB0610
 KB0610  NGVD 29 (??/??/92)  206.310  (m)          676.87   (f) ADJ UNCH    2 0
 KB0610
 KB0610.Superseded values are not recommended for survey control.
 KB0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0610.See file dsdata.txt to determine how the superseded data were derived.
 KB0610
 KB0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK544014(NAD 83)
 KB0610_MARKER: DB = BENCH MARK DISK
 KB0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0610_SP_SET: CULVERT
 KB0610_STAMPING: J 128 1938
 KB0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0610
 KB0610  HISTORY     - Date     Condition        Report By
 KB0610  HISTORY     - 1938     MONUMENTED       CGS
 KB0610
 KB0610                          STATION DESCRIPTION
 KB0610
 KB0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KB0610'1 MI E FROM LAKE CITY.
 KB0610'1.0 MILE EAST ALONG THE PENNYSLVANIA RAILROAD FROM THE STATION
 KB0610'AT LAKE CITY, MOULTRIE COUNTY, 0.4 MILE NORTHWEST OF MILEPOST
 KB0610'TH 76, AT THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 40 FEET
 KB0610'NORTHEAST OF THE NORTHEAST RAIL, 18 FEET WEST OF THE CENTERLINE
 KB0610'OF THE DIRT ROAD, 25 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 KB0610'HIGHWAY 32, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST
 KB0610'HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 KB0610'STANDARD DISK, STAMPED J 128 19389
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0932 ***********************************************************************
 KB0932  DESIGNATION -  J 13
 KB0932  PID         -  KB0932
 KB0932  STATE/COUNTY-  IL/SANGAMON
 KB0932  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB0932
 KB0932                         *CURRENT SURVEY CONTROL
 KB0932  ___________________________________________________________________
 KB0932* NAD 83(1986)-  39 49 00.     (N)    089 38 06.     (W)     SCALED    
 KB0932* NAVD 88     -       183.668  (meters)     602.58   (feet)  ADJUSTED  
 KB0932  ___________________________________________________________________
 KB0932  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KB0932  DYNAMIC HT  -         183.568 (meters)     602.26  (feet)  COMP
 KB0932  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 KB0932
 KB0932  VERT ORDER  -  FIRST     CLASS II
 KB0932
 KB0932.The horizontal coordinates were scaled from a topographic map and have
 KB0932.an estimated accuracy of +/- 6 seconds.
 KB0932
 KB0932.The orthometric height was determined by differential leveling
 KB0932.and adjusted by the National Geodetic Survey in June 1991..
 KB0932
 KB0932.The geoid height was determined by GEOID03.
 KB0932
 KB0932.The dynamic height is computed by dividing the NAVD 88
 KB0932.geopotential number by the normal gravity value computed on the
 KB0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0932.degrees latitude (g = 980.6199 gals.).
 KB0932
 KB0932.The modeled gravity was interpolated from observed gravity values.
 KB0932
 KB0932;                    North         East    Units  Estimated Accuracy
 KB0932;SPC IL W     -   349,770.      745,520.      MT  (+/- 180 meters Scaled)
 KB0932
 KB0932                          SUPERSEDED SURVEY CONTROL
 KB0932
 KB0932  NGVD 29 (??/??/92)  183.764  (m)          602.90   (f) ADJ UNCH    1 2
 KB0932
 KB0932.Superseded values are not recommended for survey control.
 KB0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0932.See file dsdata.txt to determine how the superseded data were derived.
 KB0932
 KB0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK744107(NAD 83)
 KB0932_MARKER: DB = BENCH MARK DISK
 KB0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0932_STAMPING: J 13 1933
 KB0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0932+STABILITY: SURFACE MOTION
 KB0932
 KB0932  HISTORY     - Date     Condition        Report By
 KB0932  HISTORY     - 1933     MONUMENTED       CGS
 KB0932  HISTORY     - 1971     GOOD             ILHD
 KB0932  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB0932
 KB0932                          STATION DESCRIPTION
 KB0932
 KB0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KB0932'AT SPRINGFIELD.
 KB0932'AT SPRINGFIELD, SANGAMON COUNTY, AT THE NORTHWEST CORNER OF THE
 KB0932'INTERSECTION OF EAST GRAND AVENUE AND FIFTEENTH STREET, AT THE
 KB0932'SOUTHEAST CORNER OF THE BALL PARK, ABOUT 100 FEET NORTH OF THE
 KB0932'NORTH CURB OF EAST GRAND AVENUE, 12 FEET SOUTH OF THE SOUTHEAST
 KB0932'CORNER OF A STORAGE SHED, 10 FEET WEST OF A CINDER DRIVE, AND
 KB0932'NEAR THE WABASH RAILROAD TRACK.  A STANDARD DISK, STAMPED J 13
 KB0932'1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- AT NW CORNER
 KB0932'OF INTERSECTION OF EAST NORTH GRAND AVE (NO EAST GRAND AVE) AND
 KB0932'NORTH MICHIGAN AVE (NO 15TH ST) 2 FEET W. OF WITNESS POST.
 KB0932
 KB0932                          STATION RECOVERY (1971)
 KB0932
 KB0932'RECOVERY NOTE BY IL HIGHWAY DEPT 1971
 KB0932'RECOVERED IN GOOD CONDITION.
 KB0932
 KB0932                          STATION RECOVERY (1976)
 KB0932
 KB0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0257 ***********************************************************************
 NH0257  DESIGNATION -  J 130 RESET 1963
 NH0257  PID         -  NH0257
 NH0257  STATE/COUNTY-  IL/OGLE
 NH0257  USGS QUAD   -  FAIRDALE (1978)
 NH0257
 NH0257                         *CURRENT SURVEY CONTROL
 NH0257  ___________________________________________________________________
 NH0257* NAD 83(1986)-  42 06 04.     (N)    088 56 41.     (W)     SCALED    
 NH0257* NAVD 88     -       241.124  (meters)     791.09   (feet)  ADJUSTED  
 NH0257  ___________________________________________________________________
 NH0257  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NH0257  DYNAMIC HT  -         241.043 (meters)     790.82  (feet)  COMP
 NH0257  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 NH0257
 NH0257  VERT ORDER  -  FIRST     CLASS I
 NH0257
 NH0257.The horizontal coordinates were scaled from a topographic map and have
 NH0257.an estimated accuracy of +/- 6 seconds.
 NH0257
 NH0257.The orthometric height was determined by differential leveling
 NH0257.and adjusted by the National Geodetic Survey in June 1991..
 NH0257
 NH0257.The geoid height was determined by GEOID03.
 NH0257
 NH0257.The dynamic height is computed by dividing the NAVD 88
 NH0257.geopotential number by the normal gravity value computed on the
 NH0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0257.degrees latitude (g = 980.6199 gals.).
 NH0257
 NH0257.The modeled gravity was interpolated from observed gravity values.
 NH0257
 NH0257;                    North         East    Units  Estimated Accuracy
 NH0257;SPC IL W     -   604,040.      801,070.      MT  (+/- 180 meters Scaled)
 NH0257
 NH0257                          SUPERSEDED SURVEY CONTROL
 NH0257
 NH0257  NGVD 29 (??/??/92)  241.174  (m)          791.25   (f) ADJ UNCH    1 1
 NH0257
 NH0257.Superseded values are not recommended for survey control.
 NH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0257.See file dsdata.txt to determine how the superseded data were derived.
 NH0257
 NH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM391628(NAD 83)
 NH0257_MARKER: DD = SURVEY DISK
 NH0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0257_SP_SET: CULVERT
 NH0257_STAMPING: J 130 RESET 1963
 NH0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0257
 NH0257  HISTORY     - Date     Condition        Report By
 NH0257  HISTORY     - 1963     MONUMENTED       ILHD
 NH0257  HISTORY     - 1969     GOOD             NGS
 NH0257  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NH0257
 NH0257                          STATION DESCRIPTION
 NH0257
 NH0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0257'0.6 MI W FROM FAIRDALE.
 NH0257'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 72 FROM THE FAIRDALE
 NH0257'SCHOOL AT FAIRDALE, 0.3 MILE WEST OF THE DE KALB-OGLE COUNTY
 NH0257'LINE, 0.1 MILE NORTHEAST OF A BARN AND 2 SILOS, 21 FEET SOUTH
 NH0257'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST
 NH0257'END OF THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY, 11
 NH0257'FEET NORTHEAST OF A 24-INCH ASH TREE, AND ABOUT 1 FOOT BELOW
 NH0257'THE LEVEL OF THE HIGHWAY.  SEC 24, T42N, R2E.  NOTE-- THIS
 NH0257'MARK IS ALSO 3.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE
 NH0257'MONROE CENTER SCHOOL AT MONROE CENTER.
 NH0257
 NH0257                          STATION RECOVERY (1990)
 NH0257
 NH0257'RECOVERY NOTE BY US POWER SQUADRON 1990 (EW)
 NH0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0220 ***********************************************************************
 NH0220  DESIGNATION -  J 131 RESET 1962
 NH0220  PID         -  NH0220
 NH0220  STATE/COUNTY-  IL/KANE
 NH0220  USGS QUAD   -  HAMPSHIRE (1978)
 NH0220
 NH0220                         *CURRENT SURVEY CONTROL
 NH0220  ___________________________________________________________________
 NH0220* NAD 83(1986)-  42 05 17.     (N)    088 32 40.     (W)     SCALED    
 NH0220* NAVD 88     -       267.976  (meters)     879.18   (feet)  ADJUSTED  
 NH0220  ___________________________________________________________________
 NH0220  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NH0220  DYNAMIC HT  -         267.883 (meters)     878.88  (feet)  COMP
 NH0220  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 NH0220
 NH0220  VERT ORDER  -  FIRST     CLASS I
 NH0220
 NH0220.The horizontal coordinates were scaled from a topographic map and have
 NH0220.an estimated accuracy of +/- 6 seconds.
 NH0220
 NH0220.The orthometric height was determined by differential leveling
 NH0220.and adjusted by the National Geodetic Survey in June 1991..
 NH0220
 NH0220.The geoid height was determined by GEOID03.
 NH0220
 NH0220.The dynamic height is computed by dividing the NAVD 88
 NH0220.geopotential number by the normal gravity value computed on the
 NH0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0220.degrees latitude (g = 980.6199 gals.).
 NH0220
 NH0220.The modeled gravity was interpolated from observed gravity values.
 NH0220
 NH0220;                    North         East    Units  Estimated Accuracy
 NH0220;SPC IL E     -   601,910.      282,530.      MT  (+/- 180 meters Scaled)
 NH0220
 NH0220                          SUPERSEDED SURVEY CONTROL
 NH0220
 NH0220  NGVD 29 (??/??/92)  268.031  (m)          879.37   (f) ADJ UNCH    1 1
 NH0220
 NH0220.Superseded values are not recommended for survey control.
 NH0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0220.See file dsdata.txt to determine how the superseded data were derived.
 NH0220
 NH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM722607(NAD 83)
 NH0220_MARKER: DB = BENCH MARK DISK
 NH0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0220_SP_SET: CULVERT
 NH0220_STAMPING: J 131 RESET 1962
 NH0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0220
 NH0220  HISTORY     - Date     Condition        Report By
 NH0220  HISTORY     - 1962     MONUMENTED       ILHD
 NH0220  HISTORY     - 1969     GOOD             NGS
 NH0220  HISTORY     - 1989     GOOD             USPSQD
 NH0220  HISTORY     - 19980511 GOOD             USPSQD
 NH0220
 NH0220                          STATION DESCRIPTION
 NH0220
 NH0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0220'1 MI SW FROM HAMPSHIRE.
 NH0220'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0220'HAMPSHIRE, THENCE 0.65 MILE WEST ALONG STATE HIGHWAY 72, 0.1 MILE
 NH0220'EAST OF THE JUNCTION OF THE HIGHWAY AND A PAVED ROAD WHICH LEADS
 NH0220'SOUTH, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18
 NH0220'FEET SOUTHEAST OF THE SOUTH END OF A 2- X 2-FOOT CONCRETE BOX
 NH0220'CULVERT, 3 FEET WEST OF A POWER POLE, 1.0 FOOT EAST OF A METAL
 NH0220'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 NH0220'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 NH0220'OF THE GROUND.  SEC 28, T 42N, R 6E.
 NH0220
 NH0220                          STATION RECOVERY (1989)
 NH0220
 NH0220'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH0220'RECOVERED IN GOOD CONDITION.
 NH0220
 NH0220                          STATION RECOVERY (1998)
 NH0220
 NH0220'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0064 ***********************************************************************
 MF0064  DESIGNATION -  J 132
 MF0064  PID         -  MF0064
 MF0064  STATE/COUNTY-  IL/COOK
 MF0064  USGS QUAD   -  WEST CHICAGO (1993)
 MF0064
 MF0064                         *CURRENT SURVEY CONTROL
 MF0064  ___________________________________________________________________
 MF0064* NAD 83(1986)-  41 59 40.     (N)    088 09 54.     (W)     SCALED    
 MF0064* NAVD 88     -       245.002  (meters)     803.81   (feet)  ADJUSTED  
 MF0064  ___________________________________________________________________
 MF0064  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MF0064  DYNAMIC HT  -         244.917 (meters)     803.53  (feet)  COMP
 MF0064  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 MF0064
 MF0064  VERT ORDER  -  FIRST     CLASS I
 MF0064
 MF0064.The horizontal coordinates were scaled from a topographic map and have
 MF0064.an estimated accuracy of +/- 6 seconds.
 MF0064
 MF0064.The orthometric height was determined by differential leveling
 MF0064.and adjusted by the National Geodetic Survey in June 1991..
 MF0064
 MF0064.The geoid height was determined by GEOID03.
 MF0064
 MF0064.The dynamic height is computed by dividing the NAVD 88
 MF0064.geopotential number by the normal gravity value computed on the
 MF0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0064.degrees latitude (g = 980.6199 gals.).
 MF0064
 MF0064.The modeled gravity was interpolated from observed gravity values.
 MF0064
 MF0064;                    North         East    Units  Estimated Accuracy
 MF0064;SPC IL E     -   591,500.      313,950.      MT  (+/- 180 meters Scaled)
 MF0064
 MF0064                          SUPERSEDED SURVEY CONTROL
 MF0064
 MF0064  NGVD 29 (??/??/92)  245.082  (m)          804.07   (f) ADJ UNCH    1 1
 MF0064
 MF0064.Superseded values are not recommended for survey control.
 MF0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0064.See file dsdata.txt to determine how the superseded data were derived.
 MF0064
 MF0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM035498(NAD 83)
 MF0064_MARKER: DB = BENCH MARK DISK
 MF0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0064_SP_SET: CULVERT
 MF0064_STAMPING: J 132 1947
 MF0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0064
 MF0064  HISTORY     - Date     Condition        Report By
 MF0064  HISTORY     - 1947     MONUMENTED       CGS
 MF0064  HISTORY     - 1969     GOOD             NGS
 MF0064
 MF0064                          STATION DESCRIPTION
 MF0064
 MF0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0064'0.8 MI NW FROM ONTARIOVILLE.
 MF0064'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO,
 MF0064'MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD STATION AT ONTARIOVILLE,
 MF0064'100 YARDS SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 MF0064'HIGHWAY AND A ROAD WHICH LEADS WEST TO BARTLETT, 29 1/2 FEET
 MF0064'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 MF0064'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A 3- X
 MF0064'3-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 79 1/2 FEET
 MF0064'SOUTHEAST OF POWER POLE NUMBER 13488, AND ABOUT 1 FOOT ABOVE
 MF0064'THE LEVEL OF THE HIGHWAY.  SEC 35, T 41N, R 9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3343 ***********************************************************************
 ME3343  DESIGNATION -  J 133
 ME3343  PID         -  ME3343
 ME3343  STATE/COUNTY-  IL/COOK
 ME3343  USGS QUAD   -  ELMHURST (1997)
 ME3343
 ME3343                         *CURRENT SURVEY CONTROL
 ME3343  ___________________________________________________________________
 ME3343* NAD 83(1986)-  41 57 30.     (N)    087 54 18.     (W)     SCALED    
 ME3343* NAVD 88     -       201.063  (meters)     659.65   (feet)  ADJUSTED  
 ME3343  ___________________________________________________________________
 ME3343  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3343
 ME3343  VERT ORDER  -  FIRST     CLASS II
 ME3343
 ME3343.The horizontal coordinates were scaled from a topographic map and have
 ME3343.an estimated accuracy of +/- 6 seconds.
 ME3343
 ME3343.The orthometric height was determined by differential leveling
 ME3343.and adjusted by the National Geodetic Survey in June 1991..
 ME3343
 ME3343.The geoid height was determined by GEOID03.
 ME3343
 ME3343;                    North         East    Units  Estimated Accuracy
 ME3343;SPC IL E     -   587,560.      335,510.      MT  (+/- 180 meters Scaled)
 ME3343
 ME3343                          SUPERSEDED SURVEY CONTROL
 ME3343
 ME3343  NGVD 29 (??/??/92)  201.154  (m)          659.95   (f) ADJ UNCH    1 2
 ME3343
 ME3343.Superseded values are not recommended for survey control.
 ME3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3343.See file dsdata.txt to determine how the superseded data were derived.
 ME3343
 ME3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM250455(NAD 83)
 ME3343_MARKER: DB = BENCH MARK DISK
 ME3343_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ME3343_SP_SET: BUILDING
 ME3343_STAMPING: J 133 1947
 ME3343_MARK LOGO: CGS   
 ME3343_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3343+STABILITY: SURFACE MOTION
 ME3343
 ME3343  HISTORY     - Date     Condition        Report By
 ME3343  HISTORY     - 1947     MONUMENTED       CGS
 ME3343
 ME3343                          STATION DESCRIPTION
 ME3343
 ME3343'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME3343'ABOUT 1.95 MILES (3.14 KM) WEST ALONG GRAND AVENUE FROM THE FRANKLIN
 ME3343'PARK DISTRICT 84 SCHOOL IN FRANKLIN PARK, THENCE ABOUT 2.8 MILES
 ME3343'(4.5 KM) NORTH ALONG WOLF ROAD, AT THE NORTHWEST ANGLE OF THE
 ME3343'JUNCTION OF WOLF ROAD LEADING NORTH AND IRVING PARK ROAD, IN THE
 ME3343'IRVING WOLF DISTRICT 82 SCHOOL BUILDING, 75 FEET (22.9 M) WEST OF THE
 ME3343'CENTERLINE OF WOLF ROAD, 6 FEET (1.8 M) NORTH OF THE CENTER OF THE
 ME3343'EAST ENTRANCE TO THE BUILDING AND 4 FEET (1.2 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3204 ***********************************************************************
 ME3204  DESIGNATION -  J 133 RESET
 ME3204  PID         -  ME3204
 ME3204  STATE/COUNTY-  IL/COOK
 ME3204  USGS QUAD   -  ELMHURST (1997)
 ME3204
 ME3204                         *CURRENT SURVEY CONTROL
 ME3204  ___________________________________________________________________
 ME3204* NAD 83(1997)-  41 57 28.46000(N)    087 54 18.88048(W)     ADJUSTED  
 ME3204* NAVD 88     -       199.96   (+/-2cm)     656.0    (feet)  VERTCON   
 ME3204  ___________________________________________________________________
 ME3204  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 ME3204  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3204
 ME3204  HORZ ORDER  -  SECOND
 ME3204  VERT ORDER  -  THIRD ? (See Below)
 ME3204
 ME3204.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3204
 ME3204.The horizontal coordinates were established by classical geodetic methods
 ME3204.and adjusted by the National Geodetic Survey in October 1999..
 ME3204
 ME3204.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3204.The vertical order pertains to the NGVD 29 superseded value.
 ME3204
 ME3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3204
 ME3204.The geoid height was determined by GEOID03.
 ME3204
 ME3204;                    North         East     Units Scale Factor Converg.
 ME3204;SPC IL E     -   587,515.819   335,489.993   MT  0.99999049   +0 17 10.4
 ME3204;SPC IL E     - 1,927,541.48  1,100,686.75   sFT  0.99999049   +0 17 10.4
 ME3204;UTM  16      - 4,645,498.790   424,980.071   MT  0.99966925   -0 36 18.9
 ME3204
 ME3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3204!SPC IL E     -   0.99997390  x   0.99999049  =   0.99996439
 ME3204!UTM  16      -   0.99997390  x   0.99966925  =   0.99964316
 ME3204
 ME3204                          SUPERSEDED SURVEY CONTROL
 ME3204
 ME3204  NAD 83(1997)-  41 57 28.46009(N)    087 54 18.88101(W) AD(       ) 2
 ME3204  NAD 83(1997)-  41 57 28.45980(N)    087 54 18.89501(W) AD(       ) 2
 ME3204  NAD 83(1986)-  41 57 28.46142(N)    087 54 18.89468(W) AD(       ) 2
 ME3204  NAD 27      -  41 57 28.35456(N)    087 54 18.66203(W) AD(       ) 2
 ME3204  NGVD 29 (07/19/86)  200.05   (m)          656.3    (f) LEVELING    3  
 ME3204
 ME3204.Superseded values are not recommended for survey control.
 ME3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3204.See file dsdata.txt to determine how the superseded data were derived.
 ME3204
 ME3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2498045499(NAD 83)
 ME3204_MARKER: DD = SURVEY DISK
 ME3204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME3204_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3204+STABILITY: SURFACE MOTION
 ME3204
 ME3204  HISTORY     - Date     Condition        Report By
 ME3204  HISTORY     - 1977     MONUMENTED       NGS
 ME3204  HISTORY     - 1983     GOOD             IL1670
 ME3204
 ME3204                          STATION DESCRIPTION
 ME3204
 ME3204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3204'THE STATION IS LOCATED AT CHICAGO, INSIDE OF THE OHARE
 ME3204'INTERNATIONAL AIRPORT, ON THE SOUTH EDGE, IN THE NORTHWEST
 ME3204'ANGLE OF OLD WOLF ROAD AND IRVING PARK ROAD, ABOUT 1.0 MILE
 ME3204'SOUTH OF THE TUNNEL OF AN EAST-WEST RUNWAY.  IN ORDER TO REACH
 ME3204'THIS MARK AN AIRPORT ESCORT WILL BE REQUIRED.
 ME3204'
 ME3204'THE STATION IS A STANDARD DISK STAMPED---J 133 RESET
 ME3204'1964---, SET IN A DRILL HOLE IN A CONCRETE HEADWALL.
 ME3204
 ME3204                          STATION RECOVERY (1983)
 ME3204
 ME3204'RECOVERY NOTE BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3204'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 ME3204'NO CHANGES FROM THE 1977 DESCRIPTIVE TEXT.
 ME3204'
 ME3204'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0238 ***********************************************************************
 NG0238  DESIGNATION -  J 134
 NG0238  PID         -  NG0238
 NG0238  STATE/COUNTY-  IL/COOK
 NG0238  USGS QUAD   -  EVANSTON (1995)
 NG0238
 NG0238                         *CURRENT SURVEY CONTROL
 NG0238  ___________________________________________________________________
 NG0238* NAD 83(1986)-  42 04 45.     (N)    087 43 57.     (W)     SCALED    
 NG0238* NAVD 88     -       192.498  (meters)     631.55   (feet)  ADJUSTED  
 NG0238  ___________________________________________________________________
 NG0238  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0238  DYNAMIC HT  -         192.435 (meters)     631.35  (feet)  COMP
 NG0238  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 NG0238
 NG0238  VERT ORDER  -  SECOND    CLASS 0
 NG0238
 NG0238.The horizontal coordinates were scaled from a topographic map and have
 NG0238.an estimated accuracy of +/- 6 seconds.
 NG0238
 NG0238.The orthometric height was determined by differential leveling
 NG0238.and adjusted by the National Geodetic Survey in June 1991..
 NG0238
 NG0238.The geoid height was determined by GEOID03.
 NG0238
 NG0238.The dynamic height is computed by dividing the NAVD 88
 NG0238.geopotential number by the normal gravity value computed on the
 NG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0238.degrees latitude (g = 980.6199 gals.).
 NG0238
 NG0238.The modeled gravity was interpolated from observed gravity values.
 NG0238
 NG0238;                    North         East    Units  Estimated Accuracy
 NG0238;SPC IL E     -   601,070.      349,720.      MT  (+/- 180 meters Scaled)
 NG0238
 NG0238                          SUPERSEDED SURVEY CONTROL
 NG0238
 NG0238  NGVD 29 (??/??/92)  192.557  (m)          631.75   (f) ADJ UNCH    2 0
 NG0238
 NG0238.Superseded values are not recommended for survey control.
 NG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0238.See file dsdata.txt to determine how the superseded data were derived.
 NG0238
 NG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM394588(NAD 83)
 NG0238_MARKER: DB = BENCH MARK DISK
 NG0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0238_SP_SET: MONUMENT POST
 NG0238_STAMPING: J 134 1947
 NG0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0238
 NG0238  HISTORY     - Date     Condition        Report By
 NG0238  HISTORY     - 1947     MONUMENTED       CGS
 NG0238  HISTORY     - 1973     GOOD             NGS
 NG0238  HISTORY     - 1986     GOOD             USPSQD
 NG0238  HISTORY     - 19991126 GOOD             USPSQD
 NG0238  HISTORY     - 20011110 GOOD             USPSQD
 NG0238
 NG0238                          STATION DESCRIPTION
 NG0238
 NG0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0238'1.2 MI W FROM WILMETTE.
 NG0238'1.15 MILES WEST ALONG LAKE AVENUE FROM THE VILLAGE HALL ANNEX,
 NG0238'AT THE JUNCTION OF LAKE AVENUE AND CHEROKEE ROAD, SET IN THE
 NG0238'SOUTH FACE OF THE EAST STONE MONUMENT POST MARKING CHEROKEE
 NG0238'ROAD, 19.0 FEET NORTH OF THE NORTH CURB OF LAKE AVENUE, 8.2 FEET
 NG0238'EAST OF THE EAST CURB OF CHEROKEE ROAD.  A C AND GS DISK DRILLED
 NG0238'IN VERTICAL POSITION ABOUT 3 4/10 FEET ABOVE GROUND LEVEL.
 NG0238'SEC 29, T42N, R13E.
 NG0238
 NG0238                          STATION RECOVERY (1986)
 NG0238
 NG0238'RECOVERY NOTE BY US POWER SQUADRON 1986 (LHF)
 NG0238'RECOVERED IN GOOD CONDITION.
 NG0238
 NG0238                          STATION RECOVERY (1999)
 NG0238
 NG0238'RECOVERY NOTE BY US POWER SQUADRON 1999
 NG0238'RECOVERED IN GOOD CONDITION.
 NG0238
 NG0238                          STATION RECOVERY (2001)
 NG0238
 NG0238'RECOVERY NOTE BY US POWER SQUADRON 2001 (EFU)
 NG0238'RECOVERED AS DESCRIBED.
 NG0238'COORDINATES BY GPS. L 42 DEGREES 04.750'N LO 087 DEGREES 43.954'W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1610 ***********************************************************************
 ME1610  DESIGNATION -  J 135
 ME1610  PID         -  ME1610
 ME1610  STATE/COUNTY-  IL/COOK
 ME1610  USGS QUAD   -  ENGLEWOOD (1997)
 ME1610
 ME1610                         *CURRENT SURVEY CONTROL
 ME1610  ___________________________________________________________________
 ME1610* NAD 83(1986)-  41 51 18.     (N)    087 37 49.     (W)     SCALED    
 ME1610* NAVD 88     -       180.427  (meters)     591.95   (feet)  ADJUSTED  
 ME1610  ___________________________________________________________________
 ME1610  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME1610  DYNAMIC HT  -         180.365 (meters)     591.75  (feet)  COMP
 ME1610  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 ME1610
 ME1610  VERT ORDER  -  FIRST     CLASS I
 ME1610
 ME1610.The horizontal coordinates were scaled from a topographic map and have
 ME1610.an estimated accuracy of +/- 6 seconds.
 ME1610
 ME1610.The orthometric height was determined by differential leveling
 ME1610.and adjusted by the National Geodetic Survey in June 1991..
 ME1610
 ME1610.The geoid height was determined by GEOID03.
 ME1610
 ME1610.The dynamic height is computed by dividing the NAVD 88
 ME1610.geopotential number by the normal gravity value computed on the
 ME1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1610.degrees latitude (g = 980.6199 gals.).
 ME1610
 ME1610.The modeled gravity was interpolated from observed gravity values.
 ME1610
 ME1610;                    North         East    Units  Estimated Accuracy
 ME1610;SPC IL E     -   576,240.      358,380.      MT  (+/- 180 meters Scaled)
 ME1610
 ME1610                          SUPERSEDED SURVEY CONTROL
 ME1610
 ME1610  NGVD 29 (??/??/92)  180.517  (m)          592.25   (f) ADJ UNCH    1 1
 ME1610
 ME1610.Superseded values are not recommended for survey control.
 ME1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1610.See file dsdata.txt to determine how the superseded data were derived.
 ME1610
 ME1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM476338(NAD 83)
 ME1610_MARKER: DB = BENCH MARK DISK
 ME1610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1610_SP_SET: ABUTMENT
 ME1610_STAMPING: J 135 1947
 ME1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1610
 ME1610  HISTORY     - Date     Condition        Report By
 ME1610  HISTORY     - 1947     MONUMENTED       CGS
 ME1610  HISTORY     - 1969     GOOD             NGS
 ME1610  HISTORY     - 1977     GOOD             NGS
 ME1610  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1610  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1610
 ME1610                          STATION DESCRIPTION
 ME1610
 ME1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1610'AT CHICAGO.
 ME1610'AT CHICAGO, ALONG THE NEW YORK CENTRAL AND THE CHICAGO, ROCK
 ME1610'ISLAND AND PACIFIC RAILROADS, AT THE INTERSECTION OF S. CLARK
 ME1610'STREET AND ARCHER AVENUE, 1.1 MILES SOUTHWEST OF THE ILLINOIS
 ME1610'CENTRAL RAILROAD STATION, SET VERTICALLY IN THE SOUTHEAST FACE
 ME1610'OF THE NORTHWEST STONE ABUTMENT OF THE RAILROAD OVERPASS FOR
 ME1610'ARCHER AVENUE, 45 FEET NORTHWEST OF THE CENTER LINE OF THE
 ME1610'AVENUE, 4 1/2 FEET SOUTHEAST OF THE NORTHEAST RAIL OF THE
 ME1610'SOUTHEAST SET OF TRACKS, AND 4 1/2 FEET SOUTHWEST OF THE
 ME1610'SOUTHEAST END OF THE NORTHWEST STONE ABUTMENT OF THE OVERPASS.
 ME1610
 ME1610                          STATION RECOVERY (1977)
 ME1610
 ME1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1610'RECOVERED IN GOOD CONDITION.
 ME1610
 ME1610                          STATION RECOVERY (1987)
 ME1610
 ME1610'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1610'MARK NOT FOUND.
 ME1610
 ME1610                          STATION RECOVERY (1989)
 ME1610
 ME1610'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0248 ***********************************************************************
 NG0248  DESIGNATION -  J 136
 NG0248  PID         -  NG0248
 NG0248  STATE/COUNTY-  IL/COOK
 NG0248  USGS QUAD   -  PARK RIDGE (1995)
 NG0248
 NG0248                         *CURRENT SURVEY CONTROL
 NG0248  ___________________________________________________________________
 NG0248* NAD 83(1986)-  42 05 23.     (N)    087 49 29.     (W)     SCALED    
 NG0248* NAVD 88     -       196.757  (meters)     645.53   (feet)  ADJUSTED  
 NG0248  ___________________________________________________________________
 NG0248  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0248  DYNAMIC HT  -         196.692 (meters)     645.31  (feet)  COMP
 NG0248  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 NG0248
 NG0248  VERT ORDER  -  SECOND    CLASS 0
 NG0248
 NG0248.The horizontal coordinates were scaled from a topographic map and have
 NG0248.an estimated accuracy of +/- 6 seconds.
 NG0248
 NG0248.The orthometric height was determined by differential leveling
 NG0248.and adjusted by the National Geodetic Survey in June 1991..
 NG0248
 NG0248.The geoid height was determined by GEOID03.
 NG0248
 NG0248.The dynamic height is computed by dividing the NAVD 88
 NG0248.geopotential number by the normal gravity value computed on the
 NG0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0248.degrees latitude (g = 980.6199 gals.).
 NG0248
 NG0248.The modeled gravity was interpolated from observed gravity values.
 NG0248
 NG0248;                    North         East    Units  Estimated Accuracy
 NG0248;SPC IL E     -   602,190.      342,080.      MT  (+/- 180 meters Scaled)
 NG0248
 NG0248                          SUPERSEDED SURVEY CONTROL
 NG0248
 NG0248  NGVD 29 (??/??/92)  196.814  (m)          645.71   (f) ADJ UNCH    2 0
 NG0248
 NG0248.Superseded values are not recommended for survey control.
 NG0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0248.See file dsdata.txt to determine how the superseded data were derived.
 NG0248
 NG0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM317600(NAD 83)
 NG0248_MARKER: DB = BENCH MARK DISK
 NG0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0248_SP_SET: BUILDING
 NG0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0248+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2006
 NG0248
 NG0248  HISTORY     - Date     Condition        Report By
 NG0248  HISTORY     - UNK      MONUMENTED       CGS
 NG0248  HISTORY     - 1947     GOOD             NGS
 NG0248  HISTORY     - 20060805 GOOD             GEOCAC
 NG0248
 NG0248                          STATION DESCRIPTION
 NG0248
 NG0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NG0248'6 MI W FROM WILMETTE.
 NG0248'ABOUT 4.65 MILES WEST ALONG EAST LAKE AVENUE FROM FIRE STATION
 NG0248'NO. 1 AT WILMETTE, THENCE ABOUT 0.4 MILE NORTH ALONG STATE
 NG0248'HIGHWAY 42A, THENCE ABOUT 0.95 MILE WEST ALONG WEST LAKE AVENUE,
 NG0248'AT GLENVIEW NAVAL AIR STATION, SET VERTICALLY IN THE EAST WALL
 NG0248'OF THE OPERATIONS BUILDING, 10 FEET NORTH OF THE NORTH EDGE OF THE
 NG0248'MAIN ENTRANCE, 46 FEET SOUTH OF THE NORTHEAST CORNER, AND ABOUT
 NG0248'4 FEET ABOVE THE GROUND.
 NG0248
 NG0248                          STATION RECOVERY (2006)
 NG0248
 NG0248'RECOVERY NOTE BY GEOCACHING 2006 (NPP)
 NG0248'GLENVIEW NAVAL AIR STATION HAS BEEN DECOMISSIONED. A NEW DESCRIPTION
 NG0248'FOLLOWS. THE MARK
 NG0248'IS LOCATED IN A DEVELOPMENT CALLED 'THE GLEN' IN GLENVIEW, IL. TO
 NG0248'REACH THE MARK FROM THE
 NG0248'INTERSECTION OF E LAKE AVE AND WAUKEGAN RD, GO APPROXIMATELY 0.9 MILES
 NG0248'WEST TO PATRIOT
 NG0248'BLVD, THEN TURN RIGHT AND GO 0.9 MILES NNW ALONG PATRIOT BLVD TO NAVY
 NG0248'BLVD. TURN LEFT ON
 NG0248'NAVY BLVD AND GO ABOUT 0.08 MILES TO THE MARK.
 NG0248'THE MARK IS SET VERTICALLY IN THE SIDE OF 1950 TOWER DRIVE, CURRENTLY
 NG0248'THE STORE 'BOOK
 NG0248'MARKET', A TAN BRICK STRUCTURE WITH A CONTROL TOWER ON TOP. THE MARK
 NG0248'IS SET JUST LEFT OF THE
 NG0248'MAIN ENTRANCE TO THE BUILDING, DOWN AND TO THE RIGHT OF A PLAQUE,
 NG0248'ABOUT 4 FEET OFF THE
 NG0248'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1856 ***********************************************************************
 ME1856  DESIGNATION -  J 137
 ME1856  PID         -  ME1856
 ME1856  STATE/COUNTY-  IL/COOK
 ME1856  USGS QUAD   -  SAG BRIDGE (1997)
 ME1856
 ME1856                         *CURRENT SURVEY CONTROL
 ME1856  ___________________________________________________________________
 ME1856* NAD 83(1986)-  41 41 14.     (N)    087 54 56.     (W)     SCALED    
 ME1856* NAVD 88     -       188.949  (meters)     619.91   (feet)  ADJUSTED  
 ME1856  ___________________________________________________________________
 ME1856  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 ME1856  DYNAMIC HT  -         188.880 (meters)     619.68  (feet)  COMP
 ME1856  MODELED GRAV-     980,252.7   (mgal)                       NAVD 88
 ME1856
 ME1856  VERT ORDER  -  FIRST     CLASS II
 ME1856
 ME1856.The horizontal coordinates were scaled from a topographic map and have
 ME1856.an estimated accuracy of +/- 6 seconds.
 ME1856
 ME1856.The orthometric height was determined by differential leveling
 ME1856.and adjusted by the National Geodetic Survey in June 1991..
 ME1856
 ME1856.The geoid height was determined by GEOID03.
 ME1856
 ME1856.The dynamic height is computed by dividing the NAVD 88
 ME1856.geopotential number by the normal gravity value computed on the
 ME1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1856.degrees latitude (g = 980.6199 gals.).
 ME1856
 ME1856.The modeled gravity was interpolated from observed gravity values.
 ME1856
 ME1856;                    North         East    Units  Estimated Accuracy
 ME1856;SPC IL E     -   557,450.      334,780.      MT  (+/- 180 meters Scaled)
 ME1856
 ME1856                          SUPERSEDED SURVEY CONTROL
 ME1856
 ME1856  NGVD 29 (??/??/92)  189.037  (m)          620.20   (f) ADJ UNCH    1 2
 ME1856
 ME1856.Superseded values are not recommended for survey control.
 ME1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1856.See file dsdata.txt to determine how the superseded data were derived.
 ME1856
 ME1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM238154(NAD 83)
 ME1856_MARKER: DB = BENCH MARK DISK
 ME1856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1856_SP_SET: CULVERT
 ME1856_STAMPING: J 137 1947
 ME1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1856+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 ME1856
 ME1856  HISTORY     - Date     Condition        Report By
 ME1856  HISTORY     - 1947     MONUMENTED       CGS
 ME1856  HISTORY     - 1971     GOOD             NGS
 ME1856  HISTORY     - 1977     GOOD             NGS
 ME1856  HISTORY     - 20060904 GOOD             GEOCAC
 ME1856
 ME1856                          STATION DESCRIPTION
 ME1856
 ME1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1856'13.1 MI NW FROM BLUE ISLAND.
 ME1856'ABOUT 13.1 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE
 ME1856'GRAND TRUNK AND WESTERN RAILROAD STATION AT BLUE ISLAND, ABOUT 1.25
 ME1856'MILE SOUTHEAST OF THE BRIDGE OVER CALUMET SAG, ABOUT 0.9 MILE EAST
 ME1856'OF THE INTERSECTION OF ARCHER AVENUE, SET IN THE TOP OF THE CENTER
 ME1856'OF THE SOUTH HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT UNDER THE
 ME1856'HIGHWAY, DIRECTLY ACROSS THE HIGHWAY FROM A LIMESTONE ROCK BED,
 ME1856'31 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE
 ME1856'HIGHWAY.
 ME1856
 ME1856                          STATION RECOVERY (1971)
 ME1856
 ME1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1856'RECOVERED IN GOOD CONDITION.
 ME1856
 ME1856                          STATION RECOVERY (1977)
 ME1856
 ME1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1856'RECOVERED IN GOOD CONDITION.
 ME1856
 ME1856                          STATION RECOVERY (2006)
 ME1856
 ME1856'RECOVERY NOTE BY GEOCACHING 2006 (CT)
 ME1856'MARK LOCATED USING GARMIN GPS 72 WITH ACCURACY OF 25.4 FEET AT THE
 ME1856'FOLLOWING COORDINATES N41 41.238 W087 55.013.  HEAVY TREE COVER
 ME1856'AFFECTED GPS SATELLITE RECEPTION THUS THE MARK IS MOST LIKELY NOT
 ME1856'SUITABLE FOR SATELLITE OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1827 ***********************************************************************
 ME1827  DESIGNATION -  J 138
 ME1827  PID         -  ME1827
 ME1827  STATE/COUNTY-  IL/COOK
 ME1827  USGS QUAD   -  LAKE CALUMET (1997)
 ME1827
 ME1827                         *CURRENT SURVEY CONTROL
 ME1827  ___________________________________________________________________
 ME1827* NAD 83(1986)-  41 39 32.     (N)    087 35 36.     (W)     SCALED    
 ME1827* NAVD 88     -       178.961  (meters)     587.14   (feet)  ADJUSTED  
 ME1827  ___________________________________________________________________
 ME1827  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME1827  DYNAMIC HT  -         178.896 (meters)     586.93  (feet)  COMP
 ME1827  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 ME1827
 ME1827  VERT ORDER  -  FIRST     CLASS II
 ME1827
 ME1827.The horizontal coordinates were scaled from a topographic map and have
 ME1827.an estimated accuracy of +/- 6 seconds.
 ME1827
 ME1827.The orthometric height was determined by differential leveling
 ME1827.and adjusted by the National Geodetic Survey in June 1991..
 ME1827
 ME1827.The geoid height was determined by GEOID03.
 ME1827
 ME1827.The dynamic height is computed by dividing the NAVD 88
 ME1827.geopotential number by the normal gravity value computed on the
 ME1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1827.degrees latitude (g = 980.6199 gals.).
 ME1827
 ME1827.The modeled gravity was interpolated from observed gravity values.
 ME1827
 ME1827;                    North         East    Units  Estimated Accuracy
 ME1827;SPC IL E     -   554,480.      361,640.      MT  (+/- 180 meters Scaled)
 ME1827
 ME1827                          SUPERSEDED SURVEY CONTROL
 ME1827
 ME1827  NGVD 29 (??/??/92)  179.063  (m)          587.48   (f) ADJ UNCH    1 2
 ME1827
 ME1827.Superseded values are not recommended for survey control.
 ME1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1827.See file dsdata.txt to determine how the superseded data were derived.
 ME1827
 ME1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM506120(NAD 83)
 ME1827_MARKER: DB = BENCH MARK DISK
 ME1827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1827_SP_SET: CULVERT
 ME1827_STAMPING: J 138 1947
 ME1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1827
 ME1827  HISTORY     - Date     Condition        Report By
 ME1827  HISTORY     - 1947     MONUMENTED       CGS
 ME1827  HISTORY     - 1971     MARK NOT FOUND   NGS
 ME1827  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1827
 ME1827                          STATION DESCRIPTION
 ME1827
 ME1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1827'AT CHICAGO.
 ME1827'AT CHICAGO, ABOUT 1.85 MILE WEST ALONG EAST 130TH STREET FROM ITS
 ME1827'INTERSECTION WITH TORRENCE STREET, ABOUT 0.3 MILE WEST OF THE
 ME1827'JUNCTION OF STONY ISLAND AVENUE, SET IN THE TOP OF THE EAST END
 ME1827'OF THE SOUTH CONCRETE HEAD WALL OF A CORRUGATED STEEL PIPE
 ME1827'CULVERT UNDER 130TH STREET BETWEEN THE CHICAGO SOUTH SHORE AND
 ME1827'SOUTH BEND ELECTRIC RAILROAD, 37 FEET SOUTH OF THE CENTER LINE
 ME1827'OF 130TH STREET, 2 FEET WEST OF THE EAST END OF THE HEAD WALL
 ME1827'AND 3 FEET BELOW THE STREET.
 ME1827
 ME1827                          STATION RECOVERY (1971)
 ME1827
 ME1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1827'MARK NOT FOUND.
 ME1827
 ME1827                          STATION RECOVERY (1977)
 ME1827
 ME1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1766 ***********************************************************************
 ME1766  DESIGNATION -  J 139
 ME1766  PID         -  ME1766
 ME1766  STATE/COUNTY-  IL/COOK
 ME1766  USGS QUAD   -  PALOS PARK (1997)
 ME1766
 ME1766                         *CURRENT SURVEY CONTROL
 ME1766  ___________________________________________________________________
 ME1766* NAD 83(1986)-  41 44 03.     (N)    087 45 37.     (W)     SCALED    
 ME1766* NAVD 88     -       188.647  (meters)     618.92   (feet)  ADJUSTED  
 ME1766  ___________________________________________________________________
 ME1766  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ME1766  DYNAMIC HT  -         188.580 (meters)     618.70  (feet)  COMP
 ME1766  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 ME1766
 ME1766  VERT ORDER  -  FIRST     CLASS II
 ME1766
 ME1766.The horizontal coordinates were scaled from a topographic map and have
 ME1766.an estimated accuracy of +/- 6 seconds.
 ME1766
 ME1766.The orthometric height was determined by differential leveling
 ME1766.and adjusted by the National Geodetic Survey in June 1991..
 ME1766
 ME1766.The geoid height was determined by GEOID03.
 ME1766
 ME1766.The dynamic height is computed by dividing the NAVD 88
 ME1766.geopotential number by the normal gravity value computed on the
 ME1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1766.degrees latitude (g = 980.6199 gals.).
 ME1766
 ME1766.The modeled gravity was interpolated from observed gravity values.
 ME1766
 ME1766;                    North         East    Units  Estimated Accuracy
 ME1766;SPC IL E     -   562,740.      347,670.      MT  (+/- 180 meters Scaled)
 ME1766
 ME1766                          SUPERSEDED SURVEY CONTROL
 ME1766
 ME1766  NGVD 29 (??/??/92)  188.736  (m)          619.21   (f) ADJ UNCH    1 2
 ME1766
 ME1766.Superseded values are not recommended for survey control.
 ME1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1766.See file dsdata.txt to determine how the superseded data were derived.
 ME1766
 ME1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM367205(NAD 83)
 ME1766_MARKER: DB = BENCH MARK DISK
 ME1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1766_STAMPING: J 139 1947
 ME1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1766+STABILITY: SURFACE MOTION
 ME1766
 ME1766  HISTORY     - Date     Condition        Report By
 ME1766  HISTORY     - 1947     MONUMENTED       CGS
 ME1766  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1766  HISTORY     - 19870701 MARK NOT FOUND   USPSQD
 ME1766
 ME1766                          STATION DESCRIPTION
 ME1766
 ME1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1766'1.8 MI NW FROM OAK LAWN.
 ME1766'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 50 FROM ITS INTERSECTION
 ME1766'WITH STATE HIGHWAY 7 AT OAK LAWN, THENCE ABOUT 1.0 MILE WEST
 ME1766'ALONG 87TH STREET, AT JUNCTION OF SOUTH CENTRAL AVENUE, 119 FEET
 ME1766'SOUTHEAST OF THE SOUTHEAST CORNER OF J.H. CLINES REAL ESTATE
 ME1766'OFFICE, 81 FEET NORTH OF THE CENTER LINE OF 87TH STREET, 29 FEET
 ME1766'WEST OF THE CENTER LINE OF CENTRAL AVENUE, 51 FEET SOUTH OF A
 ME1766'POWER POLE AND IN LINE WITH THE ROW OF POLES, 2 FEET SOUTH OF A
 ME1766'WHITE WOODEN WITNESS POST, 1/2 FOOT BELOW THE INTERSECTION AND
 ME1766'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 IN.  NOTE-- CONCRETE
 ME1766'POST NOW APPROX. 5 IN BELOW GRADE, RATHER THAN 4 IN ABOVE, DUE
 ME1766'TO RECONSTRUCTION OF INTERSECTION AND APPROX. 2 FT. BELOW GRADE
 ME1766'OF INTERSECTION-WITNESS POST AND POLLS NOT RELEVANT.  OTHER TIES
 ME1766'ADAQUATE 106 FT. WESTERLY OF THE S.W. CORNER OF A SERVICE STATION
 ME1766'BLDG. IN NE QUADRANT OF INTERSECTION.
 ME1766
 ME1766                          STATION RECOVERY (1977)
 ME1766
 ME1766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1766'MARK NOT FOUND.
 ME1766
 ME1766                          STATION RECOVERY (1987)
 ME1766
 ME1766'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0291 ***********************************************************************
 KC0291  DESIGNATION -  J 14
 KC0291  PID         -  KC0291
 KC0291  STATE/COUNTY-  IL/BROWN
 KC0291  USGS QUAD   -  VERSAILLES (1980)
 KC0291
 KC0291                         *CURRENT SURVEY CONTROL
 KC0291  ___________________________________________________________________
 KC0291* NAD 83(1986)-  39 53 07.     (N)    090 39 51.     (W)     SCALED    
 KC0291* NAVD 88     -       180.197  (meters)     591.20   (feet)  ADJUSTED  
 KC0291  ___________________________________________________________________
 KC0291  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KC0291  DYNAMIC HT  -         180.101 (meters)     590.88  (feet)  COMP
 KC0291  MODELED GRAV-     980,087.2   (mgal)                       NAVD 88
 KC0291
 KC0291  VERT ORDER  -  FIRST     CLASS II
 KC0291
 KC0291.The horizontal coordinates were scaled from a topographic map and have
 KC0291.an estimated accuracy of +/- 6 seconds.
 KC0291
 KC0291.The orthometric height was determined by differential leveling
 KC0291.and adjusted by the National Geodetic Survey in June 1991..
 KC0291
 KC0291.The geoid height was determined by GEOID03.
 KC0291
 KC0291.The dynamic height is computed by dividing the NAVD 88
 KC0291.geopotential number by the normal gravity value computed on the
 KC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0291.degrees latitude (g = 980.6199 gals.).
 KC0291
 KC0291.The modeled gravity was interpolated from observed gravity values.
 KC0291
 KC0291;                    North         East    Units  Estimated Accuracy
 KC0291;SPC IL W     -   357,370.      657,450.      MT  (+/- 180 meters Scaled)
 KC0291
 KC0291                          SUPERSEDED SURVEY CONTROL
 KC0291
 KC0291  NGVD 29 (??/??/92)  180.296  (m)          591.52   (f) ADJ UNCH    1 2
 KC0291
 KC0291.Superseded values are not recommended for survey control.
 KC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0291.See file dsdata.txt to determine how the superseded data were derived.
 KC0291
 KC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE997176(NAD 83)
 KC0291_MARKER: DB = BENCH MARK DISK
 KC0291_SETTING: 0 = UNSPECIFIED SETTING
 KC0291_STAMPING: J 14 1933
 KC0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0291
 KC0291  HISTORY     - Date     Condition        Report By
 KC0291  HISTORY     - 1933     MONUMENTED       CGS
 KC0291
 KC0291                          STATION DESCRIPTION
 KC0291
 KC0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0291'AT VERSAILLES.
 KC0291'AT VERSAILLES, BROWN COUNTY, ON THE WABASH RAILWAY, AT THE
 KC0291'STATION, BETWEEN THE WINDOWS OF THE AGENTS OFFICE, IN CONCRETE,
 KC0291'AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED J 14 1933
 KC0291'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0119 ***********************************************************************
 MF0119  DESIGNATION -  J 140
 MF0119  PID         -  MF0119
 MF0119  STATE/COUNTY-  IL/WILL
 MF0119  USGS QUAD   -  ROMEOVILLE (1993)
 MF0119
 MF0119                         *CURRENT SURVEY CONTROL
 MF0119  ___________________________________________________________________
 MF0119* NAD 83(1986)-  41 39 14.     (N)    088 02 50.     (W)     SCALED    
 MF0119* NAVD 88     -       182.137  (meters)     597.56   (feet)  ADJUSTED  
 MF0119  ___________________________________________________________________
 MF0119  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF0119  DYNAMIC HT  -         182.070 (meters)     597.34  (feet)  COMP
 MF0119  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 MF0119
 MF0119  VERT ORDER  -  FIRST     CLASS II
 MF0119
 MF0119.The horizontal coordinates were scaled from a topographic map and have
 MF0119.an estimated accuracy of +/- 6 seconds.
 MF0119
 MF0119.The orthometric height was determined by differential leveling
 MF0119.and adjusted by the National Geodetic Survey in June 1991..
 MF0119
 MF0119.The geoid height was determined by GEOID03.
 MF0119
 MF0119.The dynamic height is computed by dividing the NAVD 88
 MF0119.geopotential number by the normal gravity value computed on the
 MF0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0119.degrees latitude (g = 980.6199 gals.).
 MF0119
 MF0119.The modeled gravity was interpolated from observed gravity values.
 MF0119
 MF0119;                    North         East    Units  Estimated Accuracy
 MF0119;SPC IL E     -   553,700.      323,830.      MT  (+/- 180 meters Scaled)
 MF0119
 MF0119                          SUPERSEDED SURVEY CONTROL
 MF0119
 MF0119  NGVD 29 (??/??/92)  182.225  (m)          597.85   (f) ADJ UNCH    1 2
 MF0119
 MF0119.Superseded values are not recommended for survey control.
 MF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0119.See file dsdata.txt to determine how the superseded data were derived.
 MF0119
 MF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM128118(NAD 83)
 MF0119_MARKER: DB = BENCH MARK DISK
 MF0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0119_SP_SET: CULVERT
 MF0119_STAMPING: J 140 1947
 MF0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0119
 MF0119  HISTORY     - Date     Condition        Report By
 MF0119  HISTORY     - 1947     MONUMENTED       CGS
 MF0119  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 MF0119
 MF0119                          STATION DESCRIPTION
 MF0119
 MF0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0119'2.7 MI SW FROM LEMONT.
 MF0119'ABOUT 2.7 MILES SOUTHWEST ALONG NEW AVENUE FROM THE ALTON RAILROAD
 MF0119'STATION AT LEMONT, ABOUT 200 YARDS SOUTHWEST OF THE ENTRANCE TO
 MF0119'THE GLOBE REFINERY, ABOUT 100 YARDS SOUTHWEST OF THE ALTON
 MF0119'RAILROAD MILE POST 28, SET IN THE TOP OF THE CENTER OF THE EAST
 MF0119'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, 22 FEET SOUTHEAST OF
 MF0119'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
 MF0119
 MF0119                          STATION RECOVERY (2003)
 MF0119
 MF0119'RECOVERY NOTE BY US POWER SQUADRON 2003 (JPC)
 MF0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0420 ***********************************************************************
 MF0420  DESIGNATION -  J 141
 MF0420  PID         -  MF0420
 MF0420  STATE/COUNTY-  IL/LA SALLE
 MF0420  USGS QUAD   -  SENECA (1980)
 MF0420
 MF0420                         *CURRENT SURVEY CONTROL
 MF0420  ___________________________________________________________________
 MF0420* NAD 83(1986)-  41 18 40.     (N)    088 35 37.     (W)     SCALED    
 MF0420* NAVD 88     -       155.406  (meters)     509.86   (feet)  ADJUSTED  
 MF0420  ___________________________________________________________________
 MF0420  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF0420  DYNAMIC HT  -         155.346 (meters)     509.66  (feet)  COMP
 MF0420  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 MF0420
 MF0420  VERT ORDER  -  FIRST     CLASS II
 MF0420
 MF0420.The horizontal coordinates were scaled from a topographic map and have
 MF0420.an estimated accuracy of +/- 6 seconds.
 MF0420
 MF0420.The orthometric height was determined by differential leveling
 MF0420.and adjusted by the National Geodetic Survey in June 1991..
 MF0420
 MF0420.The geoid height was determined by GEOID03.
 MF0420
 MF0420.The dynamic height is computed by dividing the NAVD 88
 MF0420.geopotential number by the normal gravity value computed on the
 MF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0420.degrees latitude (g = 980.6199 gals.).
 MF0420
 MF0420.The modeled gravity was interpolated from observed gravity values.
 MF0420
 MF0420;                    North         East    Units  Estimated Accuracy
 MF0420;SPC IL E     -   515,630.      278,210.      MT  (+/- 180 meters Scaled)
 MF0420
 MF0420                          SUPERSEDED SURVEY CONTROL
 MF0420
 MF0420  NGVD 29 (??/??/92)  155.475  (m)          510.09   (f) ADJ UNCH    1 2
 MF0420
 MF0420.Superseded values are not recommended for survey control.
 MF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0420.See file dsdata.txt to determine how the superseded data were derived.
 MF0420
 MF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL666745(NAD 83)
 MF0420_MARKER: DB = BENCH MARK DISK
 MF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0420_STAMPING: J 141 1947
 MF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0420+STABILITY: SURFACE MOTION
 MF0420
 MF0420  HISTORY     - Date     Condition        Report By
 MF0420  HISTORY     - 1947     MONUMENTED       CGS
 MF0420  HISTORY     - 19970815 MARK NOT FOUND   USPSQD
 MF0420  HISTORY     - 20020930 GOOD             USPSQD
 MF0420
 MF0420                          STATION DESCRIPTION
 MF0420
 MF0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0420'1.2 MI NE FROM SENECA.
 MF0420'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 170 FROM THE POST
 MF0420'OFFICE AT SENECA, THENCE ABOUT 0.85 MILE NORTHEAST ALONG THE
 MF0420'RIVER ROAD, AT A RAILROAD CROSSING, 44 FEET SOUTH OF A RAILROAD
 MF0420'SWITCH OF A SPUR TRACK LEADING TO THE WAR ASSETS ADMINISTRATION
 MF0420'BUILDINGS ON THE SOUTHEAST SIDE OF THE RIVER ROAD, 35 FEET
 MF0420'NORTHWEST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTHWEST
 MF0420'OF THE SOUTHWEST RAIL OF THE SPUR TRACK, 2 FEET SOUTHEAST OF A
 MF0420'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE CROSSING AND SET
 MF0420'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MF0420
 MF0420                          STATION RECOVERY (1997)
 MF0420
 MF0420'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0420'MARK NOT FOUND.
 MF0420
 MF0420                          STATION RECOVERY (2002)
 MF0420
 MF0420'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0420'FOUND IN HEAVY BRUSH. NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0071 ***********************************************************************
 MF0071  DESIGNATION -  J 142
 MF0071  PID         -  MF0071
 MF0071  STATE/COUNTY-  IL/WILL
 MF0071  USGS QUAD   -  JOLIET (1993)
 MF0071
 MF0071                         *CURRENT SURVEY CONTROL
 MF0071  ___________________________________________________________________
 MF0071* NAD 83(1986)-  41 30 58.     (N)    088 05 20.     (W)     SCALED    
 MF0071* NAVD 88     -       166.017  (meters)     544.67   (feet)  ADJUSTED  
 MF0071  ___________________________________________________________________
 MF0071  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MF0071  DYNAMIC HT  -         165.954 (meters)     544.47  (feet)  COMP
 MF0071  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 MF0071
 MF0071  VERT ORDER  -  FIRST     CLASS II
 MF0071
 MF0071.The horizontal coordinates were scaled from a topographic map and have
 MF0071.an estimated accuracy of +/- 6 seconds.
 MF0071
 MF0071.The orthometric height was determined by differential leveling
 MF0071.and adjusted by the National Geodetic Survey in June 1991..
 MF0071
 MF0071.The geoid height was determined by GEOID03.
 MF0071
 MF0071.The dynamic height is computed by dividing the NAVD 88
 MF0071.geopotential number by the normal gravity value computed on the
 MF0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0071.degrees latitude (g = 980.6199 gals.).
 MF0071
 MF0071.The modeled gravity was interpolated from observed gravity values.
 MF0071
 MF0071;                    North         East    Units  Estimated Accuracy
 MF0071;SPC IL E     -   538,390.      320,410.      MT  (+/- 180 meters Scaled)
 MF0071
 MF0071                          SUPERSEDED SURVEY CONTROL
 MF0071
 MF0071  NGVD 29 (??/??/92)  166.108  (m)          544.97   (f) ADJ UNCH    1 2
 MF0071
 MF0071.Superseded values are not recommended for survey control.
 MF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0071.See file dsdata.txt to determine how the superseded data were derived.
 MF0071
 MF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL091966(NAD 83)
 MF0071_MARKER: DB = BENCH MARK DISK
 MF0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0071_SP_SET: BRIDGE SEAT
 MF0071_STAMPING: J 142 1947
 MF0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0071
 MF0071  HISTORY     - Date     Condition        Report By
 MF0071  HISTORY     - 1947     MONUMENTED       CGS
 MF0071  HISTORY     - 1971     GOOD             NGS
 MF0071
 MF0071                          STATION DESCRIPTION
 MF0071
 MF0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0071'1 MI SW FROM JOLIET.
 MF0071'ABOUT 0.55 MILE SOUTH ALONG CHICAGO STREET FROM THE COURT HOUSE
 MF0071'AT JOLIET, THENCE ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAY 6,
 MF0071'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE BRIDGE
 MF0071'SEAT OF THE BRIDGE OVER THE CHICAGO DRAINAGE CANAL, 23 FEET
 MF0071'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 6, 0.4 FOOT SOUTH OF
 MF0071'THE NORTH END OF THE BRIDGE SEAT, 2.9 FEET WEST OF THE EAST
 MF0071'FACE OF THE BRIDGE SEAT AND ABOUT 8 FEET BELOW THE HIGHWAY.
 MF0071
 MF0071                          STATION RECOVERY (1971)
 MF0071
 MF0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MF0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0042 ***********************************************************************
 HB0042  DESIGNATION -  J 144
 HB0042  PID         -  HB0042
 HB0042  STATE/COUNTY-  IL/SALINE
 HB0042  USGS QUAD   -  RUDEMENT (1996)
 HB0042
 HB0042                         *CURRENT SURVEY CONTROL
 HB0042  ___________________________________________________________________
 HB0042* NAD 83(1986)-  37 44 39.     (N)    088 22 51.     (W)     SCALED    
 HB0042* NAVD 88     -       109.807  (meters)     360.26   (feet)  ADJUSTED  
 HB0042  ___________________________________________________________________
 HB0042  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HB0042  DYNAMIC HT  -         109.731 (meters)     360.01  (feet)  COMP
 HB0042  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 HB0042
 HB0042  VERT ORDER  -  FIRST     CLASS II
 HB0042
 HB0042.The horizontal coordinates were scaled from a topographic map and have
 HB0042.an estimated accuracy of +/- 6 seconds.
 HB0042
 HB0042.The orthometric height was determined by differential leveling
 HB0042.and adjusted by the National Geodetic Survey in June 1991..
 HB0042
 HB0042.The geoid height was determined by GEOID03.
 HB0042
 HB0042.The dynamic height is computed by dividing the NAVD 88
 HB0042.geopotential number by the normal gravity value computed on the
 HB0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0042.degrees latitude (g = 980.6199 gals.).
 HB0042
 HB0042.The modeled gravity was interpolated from observed gravity values.
 HB0042
 HB0042;                    North         East    Units  Estimated Accuracy
 HB0042;SPC IL E     -   119,580.      295,810.      MT  (+/- 180 meters Scaled)
 HB0042
 HB0042                          SUPERSEDED SURVEY CONTROL
 HB0042
 HB0042  NGVD 29 (??/??/??)  109.908  (m)          360.59   (f) ADJUSTED    1 2
 HB0042
 HB0042.Superseded values are not recommended for survey control.
 HB0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0042.See file dsdata.txt to determine how the superseded data were derived.
 HB0042
 HB0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG783783(NAD 83)
 HB0042_MARKER: DB = BENCH MARK DISK
 HB0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0042_STAMPING: J 144 1949
 HB0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0042+STABILITY: SURFACE MOTION
 HB0042
 HB0042  HISTORY     - Date     Condition        Report By
 HB0042  HISTORY     - 1949     MONUMENTED       CGS
 HB0042
 HB0042                          STATION DESCRIPTION
 HB0042
 HB0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0042'5.8 MI SE FROM ELDORADO.
 HB0042'ABOUT 5.75 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HB0042'RAILROAD FROM THE UNION STATION AT ELDORADO, ABOUT 0.2 MILE
 HB0042'SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 13, AT A FARM ROAD
 HB0042'CROSSING, 25 FEET WEST OF THE CENTER OF THE CROSSING, 18 FEET
 HB0042'SOUTHWEST OF THE SOUTHWEST RAIL, 11 FEET NORTHWEST OF THE CENTER
 HB0042'LINE OF THE FARM ROAD, 4 FEET NORTHEAST OF THE FENCE LINE, 1 1/2
 HB0042'FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE
 HB0042'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0546 ***********************************************************************
 HB0546  DESIGNATION -  J 145
 HB0546  PID         -  HB0546
 HB0546  STATE/COUNTY-  IL/SALINE
 HB0546  USGS QUAD   -  GALATIA (1976)
 HB0546
 HB0546                         *CURRENT SURVEY CONTROL
 HB0546  ___________________________________________________________________
 HB0546* NAD 83(1986)-  37 50 36.     (N)    088 36 40.     (W)     SCALED    
 HB0546* NAVD 88     -       129.048  (meters)     423.38   (feet)  ADJUSTED  
 HB0546  ___________________________________________________________________
 HB0546  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HB0546  DYNAMIC HT  -         128.960 (meters)     423.10  (feet)  COMP
 HB0546  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 HB0546
 HB0546  VERT ORDER  -  FIRST     CLASS II
 HB0546
 HB0546.The horizontal coordinates were scaled from a topographic map and have
 HB0546.an estimated accuracy of +/- 6 seconds.
 HB0546
 HB0546.The orthometric height was determined by differential leveling
 HB0546.and adjusted by the National Geodetic Survey in June 1991..
 HB0546
 HB0546.The geoid height was determined by GEOID03.
 HB0546
 HB0546.The dynamic height is computed by dividing the NAVD 88
 HB0546.geopotential number by the normal gravity value computed on the
 HB0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0546.degrees latitude (g = 980.6199 gals.).
 HB0546
 HB0546.The modeled gravity was interpolated from observed gravity values.
 HB0546
 HB0546;                    North         East    Units  Estimated Accuracy
 HB0546;SPC IL E     -   130,620.      275,550.      MT  (+/- 180 meters Scaled)
 HB0546
 HB0546                          SUPERSEDED SURVEY CONTROL
 HB0546
 HB0546  NGVD 29 (??/??/??)  129.147  (m)          423.71   (f) ADJUSTED    1 2
 HB0546
 HB0546.Superseded values are not recommended for survey control.
 HB0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0546.See file dsdata.txt to determine how the superseded data were derived.
 HB0546
 HB0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG582896(NAD 83)
 HB0546_MARKER: DB = BENCH MARK DISK
 HB0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0546_SP_SET: FOUNDATION
 HB0546_STAMPING: J 145 1949
 HB0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0546
 HB0546  HISTORY     - Date     Condition        Report By
 HB0546  HISTORY     - 1949     MONUMENTED       CGS
 HB0546  HISTORY     - 1978     GOOD             ILDT
 HB0546  HISTORY     - 1978     GOOD             ILDT
 HB0546  HISTORY     - 1978     GOOD             ILDT
 HB0546
 HB0546                          STATION DESCRIPTION
 HB0546
 HB0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0546'AT GALATIA.
 HB0546'AT GALATIA, SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 HB0546'FOUNDATION OF THE SOUTHWEST LEG OF THE CITY WATER TOWER.
 HB0546
 HB0546                          STATION RECOVERY (1978)
 HB0546
 HB0546'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0546'RECOVERED IN GOOD CONDITION.
 HB0546
 HB0546                          STATION RECOVERY (1978)
 HB0546
 HB0546'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0546'RECOVERED IN GOOD CONDITION.
 HB0546
 HB0546                          STATION RECOVERY (1978)
 HB0546
 HB0546'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0522 ***********************************************************************
 HB0522  DESIGNATION -  J 146
 HB0522  PID         -  HB0522
 HB0522  STATE/COUNTY-  IL/FRANKLIN
 HB0522  USGS QUAD   -  WEST FRANKFORT (1978)
 HB0522
 HB0522                         *CURRENT SURVEY CONTROL
 HB0522  ___________________________________________________________________
 HB0522* NAD 83(1986)-  37 59 28.     (N)    088 53 54.     (W)     SCALED    
 HB0522* NAVD 88     -       128.407  (meters)     421.28   (feet)  ADJUSTED  
 HB0522  ___________________________________________________________________
 HB0522  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB0522  DYNAMIC HT  -         128.321 (meters)     421.00  (feet)  COMP
 HB0522  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 HB0522
 HB0522  VERT ORDER  -  FIRST     CLASS II
 HB0522
 HB0522.The horizontal coordinates were scaled from a topographic map and have
 HB0522.an estimated accuracy of +/- 6 seconds.
 HB0522
 HB0522.The orthometric height was determined by differential leveling
 HB0522.and adjusted by the National Geodetic Survey in June 1991..
 HB0522
 HB0522.The geoid height was determined by GEOID03.
 HB0522
 HB0522.The dynamic height is computed by dividing the NAVD 88
 HB0522.geopotential number by the normal gravity value computed on the
 HB0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0522.degrees latitude (g = 980.6199 gals.).
 HB0522
 HB0522.The modeled gravity was interpolated from observed gravity values.
 HB0522
 HB0522;                    North         East    Units  Estimated Accuracy
 HB0522;SPC IL E     -   147,140.      250,370.      MT  (+/- 180 meters Scaled)
 HB0522
 HB0522                          SUPERSEDED SURVEY CONTROL
 HB0522
 HB0522  NGVD 29 (??/??/??)  128.500  (m)          421.59   (f) ADJUSTED    1 2
 HB0522
 HB0522.Superseded values are not recommended for survey control.
 HB0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0522.See file dsdata.txt to determine how the superseded data were derived.
 HB0522
 HB0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH333065(NAD 83)
 HB0522_MARKER: DB = BENCH MARK DISK
 HB0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0522_STAMPING: J 146 1949
 HB0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0522+STABILITY: SURFACE MOTION
 HB0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0522+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 HB0522
 HB0522  HISTORY     - Date     Condition        Report By
 HB0522  HISTORY     - 1949     MONUMENTED       CGS
 HB0522  HISTORY     - 1962     GOOD             USGS
 HB0522  HISTORY     - 20060301 GOOD             ILDT
 HB0522
 HB0522                          STATION DESCRIPTION
 HB0522
 HB0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0522'1.2 MI SE FROM BENTON.
 HB0522'1.2 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0522'FREIGHT STATION AT BENTON, AT THE EAST EDGE OF BENTON, ABOUT 0.10
 HB0522'MILE NORTHWEST OF MILE POST 91, 81 FEET NORTHEAST OF THE NORTHEAST
 HB0522'CORNER OF A 14 FOOT TRESTLE, 70.3 FEET SOUTHEAST OF SOUTHEAST
 HB0522'CORNER OF IMITATION RED BRICK HOUSE, 35.2 FEET EAST-NORTHEAST OF A
 HB0522'TELEPHONE POLE, 29 FEET NORTH-NORTHWEST OF THE NORTHWEST RAIL, 16
 HB0522'FEET WEST OF PROLONGED CENTER LINE OF EAST GOULD HAMMER STREET,
 HB0522'2.5 FEET SOUTH OF A FENCE CORNER, 1.5 FEET WEST OF A WHITE WOODEN
 HB0522'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE
 HB0522'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0522
 HB0522                          STATION RECOVERY (1962)
 HB0522
 HB0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HB0522'RECOVERED IN GOOD CONDITION.
 HB0522
 HB0522                          STATION RECOVERY (2006)
 HB0522
 HB0522'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0040 ***********************************************************************
 JC0040  DESIGNATION -  J 147
 JC0040  PID         -  JC0040
 JC0040  STATE/COUNTY-  IL/ST CLAIR
 JC0040  USGS QUAD   -  GRANITE CITY (1998)
 JC0040
 JC0040                         *CURRENT SURVEY CONTROL
 JC0040  ___________________________________________________________________
 JC0040* NAD 83(1986)-  38 37 42.     (N)    090 10 06.     (W)     SCALED    
 JC0040* NAVD 88     -       130.650  (meters)     428.64   (feet)  ADJUSTED  
 JC0040  ___________________________________________________________________
 JC0040  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JC0040  DYNAMIC HT  -         130.567 (meters)     428.37  (feet)  COMP
 JC0040  MODELED GRAV-     979,992.0   (mgal)                       NAVD 88
 JC0040
 JC0040  VERT ORDER  -  FIRST     CLASS I
 JC0040
 JC0040.The horizontal coordinates were scaled from a topographic map and have
 JC0040.an estimated accuracy of +/- 6 seconds.
 JC0040
 JC0040.The orthometric height was determined by differential leveling
 JC0040.and adjusted by the National Geodetic Survey in June 1991..
 JC0040
 JC0040.The geoid height was determined by GEOID03.
 JC0040
 JC0040.The dynamic height is computed by dividing the NAVD 88
 JC0040.geopotential number by the normal gravity value computed on the
 JC0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0040.degrees latitude (g = 980.6199 gals.).
 JC0040
 JC0040.The modeled gravity was interpolated from observed gravity values.
 JC0040
 JC0040;                    North         East    Units  Estimated Accuracy
 JC0040;SPC IL W     -   217,710.      699,860.      MT  (+/- 180 meters Scaled)
 JC0040
 JC0040                          SUPERSEDED SURVEY CONTROL
 JC0040
 JC0040  NGVD 29 (??/??/??)  130.618  (m)          428.54   (f) ADJUSTED    1 1
 JC0040
 JC0040.Superseded values are not recommended for survey control.
 JC0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0040.See file dsdata.txt to determine how the superseded data were derived.
 JC0040
 JC0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC464793(NAD 83)
 JC0040_MARKER: DB = BENCH MARK DISK
 JC0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0040_SP_SET: BRIDGE
 JC0040_STAMPING: J 147 1949
 JC0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0040
 JC0040  HISTORY     - Date     Condition        Report By
 JC0040  HISTORY     - 1949     MONUMENTED       CGS
 JC0040  HISTORY     - 1969     GOOD             NGS
 JC0040  HISTORY     - 1981     GOOD             NGS
 JC0040
 JC0040                          STATION DESCRIPTION
 JC0040
 JC0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0040'AT EAST ST LOUIS.
 JC0040'AT EAST ST. LOUIS, AT THE EADS BRIDGE, SET VERTICALLY IN THE
 JC0040'WEST FACE OF THE CONCRETE ABUTMENT TO THE RAILROAD PORTION OF THE
 JC0040'EADS BRIDGE OVER WEST BROADWAY, 26 FEET NORTH OF THE CENTER
 JC0040'LINE OF THE WESTBOUND LANE OF WEST BROADWAY, 1.2 FEET NORTH OF
 JC0040'THE SOUTHWEST CORNER OF THE ABUTMENT AND 4.4 FEET ABOVE THE
 JC0040'LEVEL OF THE GROUND.
 JC0040
 JC0040                          STATION RECOVERY (1981)
 JC0040
 JC0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC0040'IN EAST ST LOUIS, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE
 JC0040'ABUTMENT OF THE RAILROAD PORTION OF EADS BRIDGE OVER WEST BROADWAY,
 JC0040'82.3 METERS (270.0 FEET) EAST OF BENCH MARK X 169, 10.97 METERS (36.0
 JC0040'FEET) NORTH OF THE CENTER OF WEST BROADWAY AND 0.32 METERS (1.2 FEET)
 JC0040'NORTHWEST OF THE SOUTHWEST CORNER OF THE ABUTMENT.
 JC0040'THE MARK IS 1.2 M ABOVE BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0680 ***********************************************************************
 HB0680  DESIGNATION -  J 148
 HB0680  PID         -  HB0680
 HB0680  STATE/COUNTY-  IL/JACKSON
 HB0680  USGS QUAD   -  GORHAM (1994)
 HB0680
 HB0680                         *CURRENT SURVEY CONTROL
 HB0680  ___________________________________________________________________
 HB0680* NAD 83(1986)-  37 43 24.     (N)    089 27 50.     (W)     SCALED    
 HB0680* NAVD 88     -       109.750  (meters)     360.07   (feet)  ADJUSTED  
 HB0680  ___________________________________________________________________
 HB0680  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HB0680  DYNAMIC HT  -         109.673 (meters)     359.82  (feet)  COMP
 HB0680  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 HB0680
 HB0680  VERT ORDER  -  FIRST     CLASS II
 HB0680
 HB0680.The horizontal coordinates were scaled from a topographic map and have
 HB0680.an estimated accuracy of +/- 6 seconds.
 HB0680
 HB0680.The orthometric height was determined by differential leveling
 HB0680.and adjusted by the National Geodetic Survey in June 1991..
 HB0680.WARNING-Repeat measurements at this control monument indicate possible
 HB0680.vertical movement.
 HB0680
 HB0680.The geoid height was determined by GEOID03.
 HB0680
 HB0680.The dynamic height is computed by dividing the NAVD 88
 HB0680.geopotential number by the normal gravity value computed on the
 HB0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0680.degrees latitude (g = 980.6199 gals.).
 HB0680
 HB0680.The modeled gravity was interpolated from observed gravity values.
 HB0680
 HB0680;                    North         East    Units  Estimated Accuracy
 HB0680;SPC IL W     -   117,500.      761,960.      MT  (+/- 180 meters Scaled)
 HB0680
 HB0680                          SUPERSEDED SURVEY CONTROL
 HB0680
 HB0680  NGVD 29 (??/??/??)  109.665  (m)          359.79   (f) ADJUSTED    1 2
 HB0680
 HB0680.Superseded values are not recommended for survey control.
 HB0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0680.See file dsdata.txt to determine how the superseded data were derived.
 HB0680
 HB0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG828779(NAD 83)
 HB0680_MARKER: DB = BENCH MARK DISK
 HB0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0680_STAMPING: J 148 1949
 HB0680_PROJECTION: RECESSED 10 CENTIMETERS
 HB0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0680+STABILITY: SURFACE MOTION
 HB0680
 HB0680  HISTORY     - Date     Condition        Report By
 HB0680  HISTORY     - 1949     MONUMENTED       CGS
 HB0680  HISTORY     - 1976     GOOD             ILDT
 HB0680  HISTORY     - 1976     GOOD             ILDT
 HB0680  HISTORY     - 1976     GOOD             ILDT
 HB0680  HISTORY     - 1981     GOOD             NGS
 HB0680
 HB0680                          STATION DESCRIPTION
 HB0680
 HB0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0680'1.2 MI NE FROM GORHAM.
 HB0680'1.2 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0680'THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AT GORHAM, ABOUT
 HB0680'1.6 MILES SOUTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0680'THE STATION AT SAND RIDGE, AT CROSSING OF HIGHWAY 3, 90.5 FEET
 HB0680'SOUTHEAST OF THE SOUTHEAST RAIL, 48.2 FEET WEST OF THE CENTER
 HB0680'LINE OF HIGHWAY 3, 11 FEET SOUTHEAST OF THE CENTER LINE OF AN
 HB0680'ABANDONED ROAD PARALLEL TO THE TRACK, 9 FEET SOUTHWEST OF A
 HB0680'6 INCH PECAN TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 HB0680'ABOUT 4 FEET BELOW THE LEVEL OF HIGHWAY 3 AND THE RAILROAD
 HB0680'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0680
 HB0680                          STATION RECOVERY (1976)
 HB0680
 HB0680'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0680'RECOVERED IN GOOD CONDITION.
 HB0680
 HB0680                          STATION RECOVERY (1976)
 HB0680
 HB0680'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0680'RECOVERED IN GOOD CONDITION.
 HB0680
 HB0680                          STATION RECOVERY (1976)
 HB0680
 HB0680'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0680'RECOVERED IN GOOD CONDITION.
 HB0680
 HB0680                          STATION RECOVERY (1981)
 HB0680
 HB0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0680'1.9 KILOMETERS (1.2 MILES) SOUTHEAST ALONG THE MAIN STREET FROM THE
 HB0680'POST OFFICE IN GORHAM, THENCE 2.2 KILOMETERS (1.35 MILES) NORTH ALONG
 HB0680'STATE HIGHWAY 3 TO THE CROSSING OF THE ILLINOIS CENTRAL GULF RAILROAD
 HB0680'AND THE MARK ON THE LEFT, 27.5 METERS (90.5 FEET) SOUTHWEST OF THE
 HB0680'SOUTHWEST RAIL, 14.63 METERS (48.0 FEET) WEST OF THE CENTER LINE OF
 HB0680'THE HIGHWAY.
 HB0680'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB0680'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0594 ***********************************************************************
 HB0594  DESIGNATION -  J 149
 HB0594  PID         -  HB0594
 HB0594  STATE/COUNTY-  IL/PERRY
 HB0594  USGS QUAD   -  ELKVILLE (1978)
 HB0594
 HB0594                         *CURRENT SURVEY CONTROL
 HB0594  ___________________________________________________________________
 HB0594* NAD 83(1986)-  37 59 06.     (N)    089 14 20.     (W)     SCALED    
 HB0594* NAVD 88     -       132.103  (meters)     433.41   (feet)  ADJUSTED  
 HB0594  ___________________________________________________________________
 HB0594  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HB0594  DYNAMIC HT  -         132.016 (meters)     433.12  (feet)  COMP
 HB0594  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 HB0594
 HB0594  VERT ORDER  -  FIRST     CLASS I
 HB0594
 HB0594.The horizontal coordinates were scaled from a topographic map and have
 HB0594.an estimated accuracy of +/- 6 seconds.
 HB0594
 HB0594.The orthometric height was determined by differential leveling
 HB0594.and adjusted by the National Geodetic Survey in June 1991..
 HB0594.WARNING-Repeat measurements at this control monument indicate possible
 HB0594.vertical movement.
 HB0594
 HB0594.The geoid height was determined by GEOID03.
 HB0594
 HB0594.The dynamic height is computed by dividing the NAVD 88
 HB0594.geopotential number by the normal gravity value computed on the
 HB0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0594.degrees latitude (g = 980.6199 gals.).
 HB0594
 HB0594.The modeled gravity was interpolated from observed gravity values.
 HB0594
 HB0594;                    North         East    Units  Estimated Accuracy
 HB0594;SPC IL W     -   146,710.      781,500.      MT  (+/- 180 meters Scaled)
 HB0594
 HB0594                          SUPERSEDED SURVEY CONTROL
 HB0594
 HB0594  NGVD 29 (??/??/??)  132.197  (m)          433.72   (f) ADJUSTED    1 1
 HB0594
 HB0594.Superseded values are not recommended for survey control.
 HB0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0594.See file dsdata.txt to determine how the superseded data were derived.
 HB0594
 HB0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH033065(NAD 83)
 HB0594_MARKER: DB = BENCH MARK DISK
 HB0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0594_SP_SET: CULVERT
 HB0594_STAMPING: J 149 1949
 HB0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0594
 HB0594  HISTORY     - Date     Condition        Report By
 HB0594  HISTORY     - 1949     MONUMENTED       CGS
 HB0594  HISTORY     - 1969     GOOD             CGS
 HB0594  HISTORY     - 1980     GOOD             ILDT
 HB0594  HISTORY     - 1980     GOOD             ILDT
 HB0594  HISTORY     - 1980     GOOD             ILDT
 HB0594
 HB0594                          STATION DESCRIPTION
 HB0594
 HB0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0594'1.8 MI S FROM DU QUOIN.
 HB0594'ABOUT 1.85 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0594'THE STATION AT DE QUOIN, 0.25 MILE SOUTH OF MILEPOST 290, 0.25 MILE
 HB0594'WEST-NORTHWEST OF A RADIO TOWER WHICH IS USED BY THE STATE POLICE,
 HB0594'0.1 MILE NORTH OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 HB0594'SET IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEADWALL OF A
 HB0594'36-INCH TUBLULAR CULVERT, 15 1/2 FEET WEST OF THE WEST RAIL OF THE
 HB0594'WEST TRACK, 7 RAILS NORTH OF A SWITCH STAND, AND ABOUT 7 1/2 FEET
 HB0594'BELOW THE LEVEL OF THE TRACK.  SEC 20, T6S, R1W.
 HB0594
 HB0594                          STATION RECOVERY (1980)
 HB0594
 HB0594'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0594'RECOVERED IN GOOD CONDITION.
 HB0594
 HB0594                          STATION RECOVERY (1980)
 HB0594
 HB0594'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0594'RECOVERED IN GOOD CONDITION.
 HB0594
 HB0594                          STATION RECOVERY (1980)
 HB0594
 HB0594'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0400 ***********************************************************************
 LD0400  DESIGNATION -  J 15
 LD0400  PID         -  LD0400
 LD0400  STATE/COUNTY-  IL/ADAMS
 LD0400  USGS QUAD   -  CLAYTON (1981)
 LD0400
 LD0400                         *CURRENT SURVEY CONTROL
 LD0400  ___________________________________________________________________
 LD0400* NAD 83(1986)-  40 01 57.     (N)    090 56 19.     (W)     SCALED    
 LD0400* NAVD 88     -       225.581  (meters)     740.09   (feet)  ADJUSTED  
 LD0400  ___________________________________________________________________
 LD0400  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LD0400  DYNAMIC HT  -         225.461 (meters)     739.70  (feet)  COMP
 LD0400  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 LD0400
 LD0400  VERT ORDER  -  FIRST     CLASS II
 LD0400
 LD0400.The horizontal coordinates were scaled from a topographic map and have
 LD0400.an estimated accuracy of +/- 6 seconds.
 LD0400
 LD0400.The orthometric height was determined by differential leveling
 LD0400.and adjusted by the National Geodetic Survey in June 1991..
 LD0400
 LD0400.The geoid height was determined by GEOID03.
 LD0400
 LD0400.The dynamic height is computed by dividing the NAVD 88
 LD0400.geopotential number by the normal gravity value computed on the
 LD0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0400.degrees latitude (g = 980.6199 gals.).
 LD0400
 LD0400.The modeled gravity was interpolated from observed gravity values.
 LD0400
 LD0400;                    North         East    Units  Estimated Accuracy
 LD0400;SPC IL W     -   373,880.      634,120.      MT  (+/- 180 meters Scaled)
 LD0400
 LD0400                          SUPERSEDED SURVEY CONTROL
 LD0400
 LD0400  NGVD 29 (??/??/92)  225.658  (m)          740.35   (f) ADJ UNCH    1 2
 LD0400
 LD0400.Superseded values are not recommended for survey control.
 LD0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0400.See file dsdata.txt to determine how the superseded data were derived.
 LD0400
 LD0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE758334(NAD 83)
 LD0400_MARKER: DB = BENCH MARK DISK
 LD0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0400_STAMPING: J 15 1933
 LD0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0400+STABILITY: SURFACE MOTION
 LD0400
 LD0400  HISTORY     - Date     Condition        Report By
 LD0400  HISTORY     - 1933     MONUMENTED       CGS
 LD0400
 LD0400                          STATION DESCRIPTION
 LD0400
 LD0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LD0400'1 MI E FROM CLAYTON.
 LD0400'ABOUT ONE MILE EAST ALONG THE WABASH RAILWAY FROM CLAYTON, ADAMS
 LD0400'COUNTY, 7-1/2 POLES WEST OF MILEPOST DET 498, 30 FEET WEST OF A
 LD0400'GRADE CROSSING, 35 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LD0400'AND 15 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED J 15 1933
 LD0400'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0791 ***********************************************************************
 HB0791  DESIGNATION -  J 150
 HB0791  PID         -  HB0791
 HB0791  STATE/COUNTY-  IL/UNION
 HB0791  USGS QUAD   -  ANNA (1978)
 HB0791
 HB0791                         *CURRENT SURVEY CONTROL
 HB0791  ___________________________________________________________________
 HB0791* NAD 83(1986)-  37 25 25.     (N)    089 13 18.     (W)     SCALED    
 HB0791* NAVD 88     -       166.167  (meters)     545.17   (feet)  ADJUSTED  
 HB0791  ___________________________________________________________________
 HB0791  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HB0791  DYNAMIC HT  -         166.048 (meters)     544.78  (feet)  COMP
 HB0791  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 HB0791
 HB0791  VERT ORDER  -  FIRST     CLASS I
 HB0791
 HB0791.The horizontal coordinates were scaled from a topographic map and have
 HB0791.an estimated accuracy of +/- 6 seconds.
 HB0791
 HB0791.The orthometric height was determined by differential leveling
 HB0791.and adjusted by the National Geodetic Survey in June 1991..
 HB0791.WARNING-Repeat measurements at this control monument indicate possible
 HB0791.vertical movement.
 HB0791
 HB0791.The geoid height was determined by GEOID03.
 HB0791
 HB0791.The dynamic height is computed by dividing the NAVD 88
 HB0791.geopotential number by the normal gravity value computed on the
 HB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0791.degrees latitude (g = 980.6199 gals.).
 HB0791
 HB0791.The modeled gravity was interpolated from observed gravity values.
 HB0791
 HB0791;                    North         East    Units  Estimated Accuracy
 HB0791;SPC IL W     -    84,420.      783,640.      MT  (+/- 180 meters Scaled)
 HB0791
 HB0791                          SUPERSEDED SURVEY CONTROL
 HB0791
 HB0791  NGVD 29 (??/??/??)  166.165  (m)          545.16   (f) ADJUSTED    1 1
 HB0791
 HB0791.Superseded values are not recommended for survey control.
 HB0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0791.See file dsdata.txt to determine how the superseded data were derived.
 HB0791
 HB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG034441(NAD 83)
 HB0791_MARKER: DB = BENCH MARK DISK
 HB0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0791_STAMPING: J 150 1949
 HB0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0791+STABILITY: SURFACE MOTION
 HB0791
 HB0791  HISTORY     - Date     Condition        Report By
 HB0791  HISTORY     - 1949     MONUMENTED       CGS
 HB0791  HISTORY     - 1969     GOOD             CGS
 HB0791  HISTORY     - 1978     GOOD             ILDT
 HB0791  HISTORY     - 1978     GOOD             ILDT
 HB0791  HISTORY     - 1978     GOOD             ILDT
 HB0791  HISTORY     - 20020828 MARK NOT FOUND   USACE
 HB0791
 HB0791                          STATION DESCRIPTION
 HB0791
 HB0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0791'3.2 MI SE FROM ANNA.
 HB0791'ABOUT 3.15 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RALROAD FROM
 HB0791'THE STATION AT ANNA, 0.15 MILE NORTHWEST OF MILEPOST 332, 101
 HB0791'FEET WEST-SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 HB0791'A GRAVELED ROAD, 98 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 HB0791'22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 41 1/2 FEET WEST
 HB0791'OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE, 16 FEET SOUTHEAST OF A
 HB0791'36-INCH ASH TREE, 7 1/2 FEET EAST OF THE SOUTH END OF A WOODEN
 HB0791'GATE, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 1/2 FEET
 HB0791'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 HB0791'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 HB0791'SEC 33, T12S, R1W
 HB0791
 HB0791                          STATION RECOVERY (1978)
 HB0791
 HB0791'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0791'RECOVERED IN GOOD CONDITION.
 HB0791
 HB0791                          STATION RECOVERY (1978)
 HB0791
 HB0791'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0791'RECOVERED IN GOOD CONDITION.
 HB0791
 HB0791                          STATION RECOVERY (1978)
 HB0791
 HB0791'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0791'RECOVERED IN GOOD CONDITION.
 HB0791
 HB0791                          STATION RECOVERY (2002)
 HB0791
 HB0791'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0791'LARGE PILE OF DIRT AND DEBRIS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1346 ***********************************************************************
 JB1346  DESIGNATION -  J 151
 JB1346  PID         -  JB1346
 JB1346  STATE/COUNTY-  IL/ST CLAIR
 JB1346  USGS QUAD   -  LEBANON (1991)
 JB1346
 JB1346                         *CURRENT SURVEY CONTROL
 JB1346  ___________________________________________________________________
 JB1346* NAD 83(1986)-  38 35 34.     (N)    089 49 09.     (W)     SCALED    
 JB1346* NAVD 88     -       135.767  (meters)     445.43   (feet)  ADJUSTED  
 JB1346  ___________________________________________________________________
 JB1346  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JB1346  DYNAMIC HT  -         135.682 (meters)     445.15  (feet)  COMP
 JB1346  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JB1346
 JB1346  VERT ORDER  -  FIRST     CLASS I
 JB1346
 JB1346.The horizontal coordinates were scaled from a topographic map and have
 JB1346.an estimated accuracy of +/- 6 seconds.
 JB1346
 JB1346.The orthometric height was determined by differential leveling
 JB1346.and adjusted by the National Geodetic Survey in June 1991..
 JB1346
 JB1346.The geoid height was determined by GEOID03.
 JB1346
 JB1346.The dynamic height is computed by dividing the NAVD 88
 JB1346.geopotential number by the normal gravity value computed on the
 JB1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1346.degrees latitude (g = 980.6199 gals.).
 JB1346
 JB1346.The modeled gravity was interpolated from observed gravity values.
 JB1346
 JB1346;                    North         East    Units  Estimated Accuracy
 JB1346;SPC IL W     -   213,820.      730,270.      MT  (+/- 180 meters Scaled)
 JB1346
 JB1346                          SUPERSEDED SURVEY CONTROL
 JB1346
 JB1346  NGVD 29 (??/??/92)  135.883  (m)          445.81   (f) ADJ UNCH    1 1
 JB1346
 JB1346.Superseded values are not recommended for survey control.
 JB1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1346.See file dsdata.txt to determine how the superseded data were derived.
 JB1346
 JB1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH544753(NAD 83)
 JB1346_MARKER: DB = BENCH MARK DISK
 JB1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1346_STAMPING: J 151 1949
 JB1346_MARK LOGO: CGS   
 JB1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1346+STABILITY: SURFACE MOTION
 JB1346
 JB1346  HISTORY     - Date     Condition        Report By
 JB1346  HISTORY     - 1949     MONUMENTED       CGS
 JB1346  HISTORY     - 1969     GOOD             NGS
 JB1346  HISTORY     - 19960606 GOOD             NGS
 JB1346
 JB1346                          STATION DESCRIPTION
 JB1346
 JB1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1346'0.5 MI W FROM LEBANON.
 JB1346'ABOUT 0.5 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1346'THE CROSSING OF STATE HIGHWAY 4 AT LEBANON, 44 FEET SOUTHEAST
 JB1346'OF THE CENTER OF A FARM ROAD CROSSING, 39.9 FEET SOUTH OF THE
 JB1346'SOUTH RAIL, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET
 JB1346'NORTHWEST OF MILEPOLE 315-10, 3 FEET NORTH OF THE POLE LINE, 1.4
 JB1346'FEET NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 JB1346'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 JB1346'ABOVE THE LEVEL OF THE GROUND.  SEC 36, T 2 N, R 6 W.
 JB1346
 JB1346                          STATION RECOVERY (1996)
 JB1346
 JB1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 JB1346'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1308 ***********************************************************************
 JB1308  DESIGNATION -  J 152
 JB1308  PID         -  JB1308
 JB1308  STATE/COUNTY-  IL/CLINTON
 JB1308  USGS QUAD   -  BREESE (1981)
 JB1308
 JB1308                         *CURRENT SURVEY CONTROL
 JB1308  ___________________________________________________________________
 JB1308* NAD 83(1986)-  38 36 23.     (N)    089 30 33.     (W)     SCALED    
 JB1308* NAVD 88     -       134.828  (meters)     442.35   (feet)  ADJUSTED  
 JB1308  ___________________________________________________________________
 JB1308  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JB1308  DYNAMIC HT  -         134.743 (meters)     442.07  (feet)  COMP
 JB1308  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JB1308
 JB1308  VERT ORDER  -  FIRST     CLASS I
 JB1308
 JB1308.The horizontal coordinates were scaled from a topographic map and have
 JB1308.an estimated accuracy of +/- 6 seconds.
 JB1308
 JB1308.The orthometric height was determined by differential leveling
 JB1308.and adjusted by the National Geodetic Survey in June 1991..
 JB1308
 JB1308.The geoid height was determined by GEOID03.
 JB1308
 JB1308.The dynamic height is computed by dividing the NAVD 88
 JB1308.geopotential number by the normal gravity value computed on the
 JB1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1308.degrees latitude (g = 980.6199 gals.).
 JB1308
 JB1308.The modeled gravity was interpolated from observed gravity values.
 JB1308
 JB1308;                    North         East    Units  Estimated Accuracy
 JB1308;SPC IL W     -   215,480.      757,270.      MT  (+/- 180 meters Scaled)
 JB1308
 JB1308                          SUPERSEDED SURVEY CONTROL
 JB1308
 JB1308  NGVD 29 (??/??/92)  134.943  (m)          442.73   (f) ADJ UNCH    1 1
 JB1308
 JB1308.Superseded values are not recommended for survey control.
 JB1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1308.See file dsdata.txt to determine how the superseded data were derived.
 JB1308
 JB1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH815760(NAD 83)
 JB1308_MARKER: DB = BENCH MARK DISK
 JB1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1308_SP_SET: CULVERT
 JB1308_STAMPING: J 152 1949
 JB1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1308
 JB1308  HISTORY     - Date     Condition        Report By
 JB1308  HISTORY     - 1949     MONUMENTED       CGS
 JB1308  HISTORY     - 1969     GOOD             NGS
 JB1308
 JB1308                          STATION DESCRIPTION
 JB1308
 JB1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1308'1 MI E FROM BREEZE.
 JB1308'ABOUT 1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1308'THE STATION AT BREEZE, NEAR MILEPOLE 298-15, SET ON THE TOP OF
 JB1308'THE EAST END OF THE NORTH HEAD WALL FOR A 10-FOOT BOX CULVERT
 JB1308'OVER A SMALL STREAM, 20.8 FEET NORTH OF THE NORTH RAIL OF THE
 JB1308'MAIN TRACK, 1 FOOT WEST OF THE EAST END OF THE HEAD WALL AND 1
 JB1308'FOOT BELOW THE LEVEL OF THE TRACK.  SEC 23, T2N, R4N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0044 ***********************************************************************
 JB0044  DESIGNATION -  J 153
 JB0044  PID         -  JB0044
 JB0044  STATE/COUNTY-  IL/RICHLAND
 JB0044  USGS QUAD   -  NOBLE (1971)
 JB0044
 JB0044                         *CURRENT SURVEY CONTROL
 JB0044  ___________________________________________________________________
 JB0044* NAD 83(1986)-  38 42 35.     (N)    088 09 08.     (W)     SCALED    
 JB0044* NAVD 88     -       132.045  (meters)     433.22   (feet)  ADJUSTED  
 JB0044  ___________________________________________________________________
 JB0044  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JB0044  DYNAMIC HT  -         131.965 (meters)     432.96  (feet)  COMP
 JB0044  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 JB0044
 JB0044  VERT ORDER  -  FIRST     CLASS II
 JB0044
 JB0044.The horizontal coordinates were scaled from a topographic map and have
 JB0044.an estimated accuracy of +/- 6 seconds.
 JB0044
 JB0044.The orthometric height was determined by differential leveling
 JB0044.and adjusted by the National Geodetic Survey in June 1991..
 JB0044
 JB0044.The geoid height was determined by GEOID03.
 JB0044
 JB0044.The dynamic height is computed by dividing the NAVD 88
 JB0044.geopotential number by the normal gravity value computed on the
 JB0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0044.degrees latitude (g = 980.6199 gals.).
 JB0044
 JB0044.The modeled gravity was interpolated from observed gravity values.
 JB0044
 JB0044;                    North         East    Units  Estimated Accuracy
 JB0044;SPC IL E     -   226,770.      315,750.      MT  (+/- 180 meters Scaled)
 JB0044
 JB0044                          SUPERSEDED SURVEY CONTROL
 JB0044
 JB0044  NGVD 29 (??/??/92)  132.152  (m)          433.57   (f) ADJ UNCH    1 2
 JB0044
 JB0044.Superseded values are not recommended for survey control.
 JB0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0044.See file dsdata.txt to determine how the superseded data were derived.
 JB0044
 JB0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH998851(NAD 83)
 JB0044_MARKER: DB = BENCH MARK DISK
 JB0044_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JB0044_SP_SET: ABUTMENT
 JB0044_STAMPING: J 153 1949
 JB0044_MARK LOGO: CGS   
 JB0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0044
 JB0044  HISTORY     - Date     Condition        Report By
 JB0044  HISTORY     - 1949     MONUMENTED       CGS
 JB0044  HISTORY     - 1986     GOOD             NGS
 JB0044
 JB0044                          STATION DESCRIPTION
 JB0044
 JB0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0044'3.8 MI W FROM OLNEY.
 JB0044'3.75 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0044'STATION AT OLNEY, ABOUT 3.9 MILES EAST ALONG THE B AND O RR FROM
 JB0044'THE STATION AT NOBLE, SET IN SOUTH END OF THE MAIN BASE OF THE
 JB0044'EAST ABUTMENT OF BRIDGE 224/01, 17 FEET SOUTH OF THE SOUTH RAIL,
 JB0044'1.5 FEET NORTH OF THE SOUTH END OF THE ABUTMENT AND ABOUT 7 FEET
 JB0044'BELOW THE LEVEL OF THE TRACK.
 JB0044
 JB0044                          STATION RECOVERY (1986)
 JB0044
 JB0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0044'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JB0044'NEW TO REACH FOLLOWS.  1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 130
 JB0044'FROM ITS JUNCTION WITH THE CHESSIE SYSTEM RAILROAD IN OLNEY, THENCE
 JB0044'4.6 KM (2.85 MI) WESTERLY ALONG U.S. HIGHWAY 50, THENCE 0.3 KM
 JB0044'(0.2 MI) NORTH ALONG COUNTY ROAD 825 E, THENCE 0.7 KM (0.45 MI) WEST
 JB0044'ALONG THE CHESSIE SYSTEM RAILROAD.
 JB0044'THE MARK IS 2.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0869 ***********************************************************************
 JB0869  DESIGNATION -  J 154 RESET 1964
 JB0869  PID         -  JB0869
 JB0869  STATE/COUNTY-  IL/CLINTON
 JB0869  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0869
 JB0869                         *CURRENT SURVEY CONTROL
 JB0869  ___________________________________________________________________
 JB0869* NAD 83(1986)-  38 36 38.     (N)    089 10 05.     (W)     SCALED    
 JB0869* NAVD 88     -       149.782  (meters)     491.41   (feet)  ADJUSTED  
 JB0869  ___________________________________________________________________
 JB0869  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0869  DYNAMIC HT  -         149.687 (meters)     491.10  (feet)  COMP
 JB0869  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 JB0869
 JB0869  VERT ORDER  -  FIRST     CLASS I
 JB0869
 JB0869.The horizontal coordinates were scaled from a topographic map and have
 JB0869.an estimated accuracy of +/- 6 seconds.
 JB0869
 JB0869.The orthometric height was determined by differential leveling
 JB0869.and adjusted by the National Geodetic Survey in June 1991..
 JB0869
 JB0869.The geoid height was determined by GEOID03.
 JB0869
 JB0869.The dynamic height is computed by dividing the NAVD 88
 JB0869.geopotential number by the normal gravity value computed on the
 JB0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0869.degrees latitude (g = 980.6199 gals.).
 JB0869
 JB0869.The modeled gravity was interpolated from observed gravity values.
 JB0869
 JB0869;                    North         East    Units  Estimated Accuracy
 JB0869;SPC IL W     -   216,210.      786,970.      MT  (+/- 180 meters Scaled)
 JB0869
 JB0869                          SUPERSEDED SURVEY CONTROL
 JB0869
 JB0869  NGVD 29 (??/??/92)  149.91   (m)          491.8    (f) COMPUTED    1 1
 JB0869
 JB0869.Superseded values are not recommended for survey control.
 JB0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0869.See file dsdata.txt to determine how the superseded data were derived.
 JB0869
 JB0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH112757(NAD 83)
 JB0869_MARKER: DB = BENCH MARK DISK
 JB0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0869_SP_SET: CULVERT
 JB0869_STAMPING: J 154 RESET 1964
 JB0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0869
 JB0869  HISTORY     - Date     Condition        Report By
 JB0869  HISTORY     - 1964     MONUMENTED       CGS
 JB0869  HISTORY     - 1969     GOOD             NGS
 JB0869
 JB0869                          STATION DESCRIPTION
 JB0869
 JB0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0869'2.6 MI W FROM SANDOVAL.
 JB0869'ABOUT 2.65 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0869'THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT SANDOVAL, ABOUT
 JB0869'0.5 MILE EAST OF A BLACK TOPPED ROAD CROSSING, AT MILEPOST
 JB0869'279-35, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD
 JB0869'WALL FOR AN 8-FOOT STONE BOX CULVERT, 7.1 FEET SOUTH OF THE SOUTH
 JB0869'RAIL, 1 FOOT WEST OF THE EAST END OF THE HEAD WALL AND 1 FOOT
 JB0869'BELOW THE LEVEL OF THE TRACK.  SEC 14, T2N, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0618 ***********************************************************************
 JB0618  DESIGNATION -  J 155
 JB0618  PID         -  JB0618
 JB0618  STATE/COUNTY-  IL/MARION
 JB0618  USGS QUAD   -  SALEM SOUTH (1978)
 JB0618
 JB0618                         *CURRENT SURVEY CONTROL
 JB0618  ___________________________________________________________________
 JB0618* NAD 83(1986)-  38 37 19.     (N)    088 57 26.     (W)     SCALED    
 JB0618* NAVD 88     -       163.870  (meters)     537.63   (feet)  ADJUSTED  
 JB0618  ___________________________________________________________________
 JB0618  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JB0618  DYNAMIC HT  -         163.766 (meters)     537.29  (feet)  COMP
 JB0618  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 JB0618
 JB0618  VERT ORDER  -  FIRST     CLASS II
 JB0618
 JB0618.The horizontal coordinates were scaled from a topographic map and have
 JB0618.an estimated accuracy of +/- 6 seconds.
 JB0618
 JB0618.The orthometric height was determined by differential leveling
 JB0618.and adjusted by the National Geodetic Survey in June 1991..
 JB0618.WARNING-Repeat measurements at this control monument indicate possible
 JB0618.vertical movement.
 JB0618
 JB0618.The geoid height was determined by GEOID03.
 JB0618
 JB0618.The dynamic height is computed by dividing the NAVD 88
 JB0618.geopotential number by the normal gravity value computed on the
 JB0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0618.degrees latitude (g = 980.6199 gals.).
 JB0618
 JB0618.The modeled gravity was interpolated from observed gravity values.
 JB0618
 JB0618;                    North         East    Units  Estimated Accuracy
 JB0618;SPC IL E     -   217,200.      245,670.      MT  (+/- 180 meters Scaled)
 JB0618
 JB0618                          SUPERSEDED SURVEY CONTROL
 JB0618
 JB0618  NGVD 29 (??/??/92)  163.94   (m)          537.9    (f) COMPUTED    1 2
 JB0618
 JB0618.Superseded values are not recommended for survey control.
 JB0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0618.See file dsdata.txt to determine how the superseded data were derived.
 JB0618
 JB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH296766(NAD 83)
 JB0618_MARKER: DB = BENCH MARK DISK
 JB0618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JB0618_SP_SET: HEADWALL
 JB0618_STAMPING: J 155 1949
 JB0618_MARK LOGO: CGS   
 JB0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0618+STABILITY: SURFACE MOTION
 JB0618
 JB0618  HISTORY     - Date     Condition        Report By
 JB0618  HISTORY     - 1949     MONUMENTED       CGS
 JB0618  HISTORY     - 1986     GOOD             NGS
 JB0618
 JB0618                          STATION DESCRIPTION
 JB0618
 JB0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0618'AT SALEM.
 JB0618'AT SALEM, IN THE SOUTHWEST PART OF TOWN, SET IN THE TOP AT THE
 JB0618'WEST END OF THE NORTH HEADWALL OF THE BALTIMORE AND OHIO RAILROAD
 JB0618'BRIDGE 268/35, 20.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 JB0618'TRACK, 7.2 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, AT
 JB0618'TELEPHONE POLE 268/16 AND 1.5 FEET ABOVE THE LEVEL OF THE MAIN
 JB0618'TRACK.
 JB0618
 JB0618                          STATION RECOVERY (1986)
 JB0618
 JB0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0618'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3
 JB0618'MI) SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE IN SALEM, THENCE
 JB0618'1.0 KM (0.6 MI) WEST ALONG THE CHESSIE SYSTEM RAILROAD, IN TOP OF AND
 JB0618'0.7 M (2.3 FT) EAST OF THE WEST END OF THE NORTH HEADWALL OF A
 JB0618'RAILROAD BRIDGE, AND 6.5 M (21.3 FT) NORTH OF THE NEAR RAIL.
 JB0618'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0604 ***********************************************************************
 JB0604  DESIGNATION -  J 156
 JB0604  PID         -  JB0604
 JB0604  STATE/COUNTY-  IL/MARION
 JB0604  USGS QUAD   -  IUKA (1965)
 JB0604
 JB0604                         *CURRENT SURVEY CONTROL
 JB0604  ___________________________________________________________________
 JB0604* NAD 83(1986)-  38 37 05.     (N)    088 50 37.     (W)     SCALED    
 JB0604* NAVD 88     -       164.910  (meters)     541.04   (feet)  ADJUSTED  
 JB0604  ___________________________________________________________________
 JB0604  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JB0604  DYNAMIC HT  -         164.805 (meters)     540.70  (feet)  COMP
 JB0604  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 JB0604
 JB0604  VERT ORDER  -  FIRST     CLASS II
 JB0604
 JB0604.The horizontal coordinates were scaled from a topographic map and have
 JB0604.an estimated accuracy of +/- 6 seconds.
 JB0604
 JB0604.The orthometric height was determined by differential leveling
 JB0604.and adjusted by the National Geodetic Survey in June 1991..
 JB0604
 JB0604.The geoid height was determined by GEOID03.
 JB0604
 JB0604.The dynamic height is computed by dividing the NAVD 88
 JB0604.geopotential number by the normal gravity value computed on the
 JB0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0604.degrees latitude (g = 980.6199 gals.).
 JB0604
 JB0604.The modeled gravity was interpolated from observed gravity values.
 JB0604
 JB0604;                    North         East    Units  Estimated Accuracy
 JB0604;SPC IL E     -   216,700.      255,560.      MT  (+/- 180 meters Scaled)
 JB0604
 JB0604                          SUPERSEDED SURVEY CONTROL
 JB0604
 JB0604  NGVD 29 (??/??/92)  165.019  (m)          541.40   (f) ADJ UNCH    1 2
 JB0604
 JB0604.Superseded values are not recommended for survey control.
 JB0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0604.See file dsdata.txt to determine how the superseded data were derived.
 JB0604
 JB0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH394760(NAD 83)
 JB0604_MARKER: DB = BENCH MARK DISK
 JB0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0604_STAMPING: J 156 1949
 JB0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0604+STABILITY: SURFACE MOTION
 JB0604
 JB0604  HISTORY     - Date     Condition        Report By
 JB0604  HISTORY     - 1949     MONUMENTED       CGS
 JB0604
 JB0604                          STATION DESCRIPTION
 JB0604
 JB0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0604'3 MI W FROM IUKA.
 JB0604'ABOUT 2.95 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0604'THE STATION AT IUKA, ABOUT 5.6 MILES EAST ALONG THE B AND O RR
 JB0604'FROM THE STATION AT SALEM, ABOUT 0.25 MILE WEST OF MILE POST
 JB0604'C 262, ABOUT 0.1 MILE WEST OF A FARM ROAD CROSSING, 45 FEET SOUTH
 JB0604'OF THE SOUTH RAIL, 9 FEET NORTH OF THE R/W FENCE, 5 FEET WEST OF
 JB0604'MILE POLE 262/10 AND IN LINE WITH THE POLES, 2 FEET EAST OF A
 JB0604'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JB0604'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0818 ***********************************************************************
 HB0818  DESIGNATION -  J 157
 HB0818  PID         -  HB0818
 HB0818  STATE/COUNTY-  IL/PULASKI
 HB0818  USGS QUAD   -  DONGOLA (1996)
 HB0818
 HB0818                         *CURRENT SURVEY CONTROL
 HB0818  ___________________________________________________________________
 HB0818* NAD 83(1986)-  37 16 47.     (N)    089 11 05.     (W)     SCALED    
 HB0818* NAVD 88     -       103.902  (meters)     340.89   (feet)  ADJUSTED  
 HB0818  ___________________________________________________________________
 HB0818  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB0818  DYNAMIC HT  -         103.828 (meters)     340.64  (feet)  COMP
 HB0818  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 HB0818
 HB0818  VERT ORDER  -  FIRST     CLASS I
 HB0818
 HB0818.The horizontal coordinates were scaled from a topographic map and have
 HB0818.an estimated accuracy of +/- 6 seconds.
 HB0818
 HB0818.The orthometric height was determined by differential leveling
 HB0818.and adjusted by the National Geodetic Survey in June 1991..
 HB0818.WARNING-Repeat measurements at this control monument indicate possible
 HB0818.vertical movement.
 HB0818
 HB0818.The geoid height was determined by GEOID03.
 HB0818
 HB0818.The dynamic height is computed by dividing the NAVD 88
 HB0818.geopotential number by the normal gravity value computed on the
 HB0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0818.degrees latitude (g = 980.6199 gals.).
 HB0818
 HB0818.The modeled gravity was interpolated from observed gravity values.
 HB0818
 HB0818;                    North         East    Units  Estimated Accuracy
 HB0818;SPC IL W     -    68,480.      787,080.      MT  (+/- 180 meters Scaled)
 HB0818
 HB0818                          SUPERSEDED SURVEY CONTROL
 HB0818
 HB0818  NGVD 29 (??/??/??)  103.855  (m)          340.73   (f) ADJUSTED    1 1
 HB0818
 HB0818.Superseded values are not recommended for survey control.
 HB0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0818.See file dsdata.txt to determine how the superseded data were derived.
 HB0818
 HB0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG063281(NAD 83)
 HB0818_MARKER: DB = BENCH MARK DISK
 HB0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0818_SP_SET: FOUNDATION
 HB0818_STAMPING: J 157 1954
 HB0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0818
 HB0818  HISTORY     - Date     Condition        Report By
 HB0818  HISTORY     - 1954     MONUMENTED       CGS
 HB0818  HISTORY     - 1969     GOOD             CGS
 HB0818  HISTORY     - 20020827 MARK NOT FOUND   USACE
 HB0818
 HB0818                          STATION DESCRIPTION
 HB0818
 HB0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0818'0.2 MI N FROM ULLIN.
 HB0818'ABOUT 0.25 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0818'THE POST OFFICE AT ULLIN, 35 FEET WEST OF THE WEST RAIL OF THE
 HB0818'WEST SET OF MAIN TRACKS, 20 1/2 FEET WEST OF THE WEST RAIL OF
 HB0818'A SIDETRACK, SET IN THE TOP OF THE NORTH CORNER OF A CONCRETE
 HB0818'FOUNDATION WHICH SUPPORTS 2 METAL PIERS AT A RAILROAD UNDERPASS
 HB0818'FOR THE CHICAGO AND EASTERN ILLINOIS RAILROAD, 5.2 FEET NORTH
 HB0818'OF THE NORTH CORNER OF THE MORE NORTHWESTERLY PIER, AND ABOUT
 HB0818'1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 23, T14S, R1W.
 HB0818
 HB0818                          STATION RECOVERY (2002)
 HB0818
 HB0818'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0818'MARK DESTROYED. CHICAGO AND EAST ILL. RR NOW ABANDONED. NO TRACE OF
 HB0818'OVERPASS OR RELATED STRUCTURES REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0656 ***********************************************************************
 HB0656  DESIGNATION -  J 158
 HB0656  PID         -  HB0656
 HB0656  STATE/COUNTY-  IL/JACKSON
 HB0656  USGS QUAD   -  CARBONDALE (1996)
 HB0656
 HB0656                         *CURRENT SURVEY CONTROL
 HB0656  ___________________________________________________________________
 HB0656* NAD 83(1986)-  37 37 48.     (N)    089 12 51.     (W)     SCALED    
 HB0656* NAVD 88     -       131.075  (meters)     430.04   (feet)  ADJUSTED  
 HB0656  ___________________________________________________________________
 HB0656  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 HB0656  DYNAMIC HT  -         130.982 (meters)     429.73  (feet)  COMP
 HB0656  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 HB0656
 HB0656  VERT ORDER  -  FIRST     CLASS I
 HB0656
 HB0656.The horizontal coordinates were scaled from a topographic map and have
 HB0656.an estimated accuracy of +/- 6 seconds.
 HB0656
 HB0656.The orthometric height was determined by differential leveling
 HB0656.and adjusted by the National Geodetic Survey in June 1991..
 HB0656
 HB0656.The geoid height was determined by GEOID03.
 HB0656
 HB0656.The dynamic height is computed by dividing the NAVD 88
 HB0656.geopotential number by the normal gravity value computed on the
 HB0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0656.degrees latitude (g = 980.6199 gals.).
 HB0656
 HB0656.The modeled gravity was interpolated from observed gravity values.
 HB0656
 HB0656;                    North         East    Units  Estimated Accuracy
 HB0656;SPC IL W     -   107,330.      784,080.      MT  (+/- 180 meters Scaled)
 HB0656
 HB0656                          SUPERSEDED SURVEY CONTROL
 HB0656
 HB0656  NGVD 29 (??/??/??)  131.130  (m)          430.22   (f) ADJUSTED    1 1
 HB0656
 HB0656.Superseded values are not recommended for survey control.
 HB0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0656.See file dsdata.txt to determine how the superseded data were derived.
 HB0656
 HB0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG046670(NAD 83)
 HB0656_MARKER: DB = BENCH MARK DISK
 HB0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0656_SP_SET: CULVERT
 HB0656_STAMPING: J 158 1954
 HB0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0656
 HB0656  HISTORY     - Date     Condition        Report By
 HB0656  HISTORY     - 1954     MONUMENTED       CGS
 HB0656  HISTORY     - 1969     GOOD             CGS
 HB0656
 HB0656                          STATION DESCRIPTION
 HB0656
 HB0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0656'1 MI N FROM MAKANDA.
 HB0656'ABOUT 1.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0656'FROM THE STATION AT MAKANDA, 5 1/2 POLES SOUTH OF MILEPOST 315,
 HB0656'12 RAILS SOUTH OF THE SOUTH END OF RAILROAD BRIDGE NUMBER 315.0,
 HB0656'30 1/2 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE
 HB0656'TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 90 YARD
 HB0656'CULVERT, 3 FEET NORTH OF A TELEPHONE POLE, AND ABOUT 3 FEET
 HB0656'BELOW THE LEVEL OF THE TRACK.  SEC 21, T 10 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0607 ***********************************************************************
 HB0607  DESIGNATION -  J 159
 HB0607  PID         -  HB0607
 HB0607  STATE/COUNTY-  IL/JACKSON
 HB0607  USGS QUAD   -  ELKVILLE (1978)
 HB0607
 HB0607                         *CURRENT SURVEY CONTROL
 HB0607  ___________________________________________________________________
 HB0607* NAD 83(1986)-  37 55 15.     (N)    089 14 13.     (W)     SCALED    
 HB0607* NAVD 88     -       123.538  (meters)     405.31   (feet)  ADJUSTED  
 HB0607  ___________________________________________________________________
 HB0607  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HB0607  DYNAMIC HT  -         123.457 (meters)     405.04  (feet)  COMP
 HB0607  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 HB0607
 HB0607  VERT ORDER  -  FIRST     CLASS II
 HB0607
 HB0607.The horizontal coordinates were scaled from a topographic map and have
 HB0607.an estimated accuracy of +/- 6 seconds.
 HB0607
 HB0607.The orthometric height was determined by differential leveling
 HB0607.and adjusted by the National Geodetic Survey in June 1991..
 HB0607
 HB0607.The geoid height was determined by GEOID03.
 HB0607
 HB0607.The dynamic height is computed by dividing the NAVD 88
 HB0607.geopotential number by the normal gravity value computed on the
 HB0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0607.degrees latitude (g = 980.6199 gals.).
 HB0607
 HB0607.The modeled gravity was interpolated from observed gravity values.
 HB0607
 HB0607;                    North         East    Units  Estimated Accuracy
 HB0607;SPC IL W     -   139,590.      781,740.      MT  (+/- 180 meters Scaled)
 HB0607
 HB0607                          SUPERSEDED SURVEY CONTROL
 HB0607
 HB0607  NGVD 29 (??/??/??)  123.635  (m)          405.63   (f) ADJUSTED    1 2
 HB0607
 HB0607.Superseded values are not recommended for survey control.
 HB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0607.See file dsdata.txt to determine how the superseded data were derived.
 HB0607
 HB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG033993(NAD 83)
 HB0607_MARKER: DB = BENCH MARK DISK
 HB0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0607_STAMPING: J 159 1954
 HB0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0607+STABILITY: SURFACE MOTION
 HB0607
 HB0607  HISTORY     - Date     Condition        Report By
 HB0607  HISTORY     - 1954     MONUMENTED       CGS
 HB0607  HISTORY     - 1969     MARK NOT FOUND   CGS
 HB0607
 HB0607                          STATION DESCRIPTION
 HB0607
 HB0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0607'0.8 MI N FROM ELKVILLE.
 HB0607'0.8 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0607'STATION AT ELKVILLE, 572 YARDS NORTH OF MILE POST 295, AT A
 HB0607'ROAD CROSSING, 81 1/2 FEET WEST OF WEST RAIL OF WEST TRACK, 106
 HB0607'FEET NORTHWEST OF CENTER OF CROSSING OF ROAD AND WEST TRACK,
 HB0607'59 FEET NORTH OF CENTER LINE OF ROAD, 4 FEET NORTH OF TELEPHONE
 HB0607'POLE NO. 1880 L 24 FROM WHICH LINE CROSSES THE TRACK, 1 FOOT
 HB0607'EAST OF A FENCE LINE, ABOUT 5 FEET BELOW LEVEL OF TRACK AND
 HB0607'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HB0607'NOTE-- THE AREA AT THE DESCRIBED LOCATION OF THE MARK HAS BEEN
 HB0607'CLEARED AND A DRAINAGE DITCH HAS BEEN CONSTRUCTED.
 HB0607
 HB0607                          STATION RECOVERY (1969)
 HB0607
 HB0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1047 ***********************************************************************
 JB1047  DESIGNATION -  J 160
 JB1047  PID         -  JB1047
 JB1047  STATE/COUNTY-  IL/WASHINGTON
 JB1047  USGS QUAD   -  ASHLEY (1974)
 JB1047
 JB1047                         *CURRENT SURVEY CONTROL
 JB1047  ___________________________________________________________________
 JB1047* NAD 83(1986)-  38 18 58.     (N)    089 11 31.     (W)     SCALED    
 JB1047* NAVD 88     -       163.553  (meters)     536.59   (feet)  ADJUSTED  
 JB1047  ___________________________________________________________________
 JB1047  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 JB1047  DYNAMIC HT  -         163.448 (meters)     536.25  (feet)  COMP
 JB1047  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 JB1047
 JB1047  VERT ORDER  -  FIRST     CLASS I
 JB1047
 JB1047.The horizontal coordinates were scaled from a topographic map and have
 JB1047.an estimated accuracy of +/- 6 seconds.
 JB1047
 JB1047.The orthometric height was determined by differential leveling
 JB1047.and adjusted by the National Geodetic Survey in June 1991..
 JB1047
 JB1047.The geoid height was determined by GEOID03.
 JB1047
 JB1047.The dynamic height is computed by dividing the NAVD 88
 JB1047.geopotential number by the normal gravity value computed on the
 JB1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1047.degrees latitude (g = 980.6199 gals.).
 JB1047
 JB1047.The modeled gravity was interpolated from observed gravity values.
 JB1047
 JB1047;                    North         East    Units  Estimated Accuracy
 JB1047;SPC IL W     -   183,510.      785,240.      MT  (+/- 180 meters Scaled)
 JB1047
 JB1047                          SUPERSEDED SURVEY CONTROL
 JB1047
 JB1047  NGVD 29 (??/??/92)  163.663  (m)          536.95   (f) ADJ UNCH    1 1
 JB1047
 JB1047.Superseded values are not recommended for survey control.
 JB1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1047.See file dsdata.txt to determine how the superseded data were derived.
 JB1047
 JB1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH083431(NAD 83)
 JB1047_MARKER: DB = BENCH MARK DISK
 JB1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1047_STAMPING: J 160 1954
 JB1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1047+STABILITY: SURFACE MOTION
 JB1047
 JB1047  HISTORY     - Date     Condition        Report By
 JB1047  HISTORY     - 1954     MONUMENTED       CGS
 JB1047  HISTORY     - 1969     GOOD             NGS
 JB1047
 JB1047                          STATION DESCRIPTION
 JB1047
 JB1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1047'1.1 MI S FROM ASHLEY.
 JB1047'ABOUT 1.1 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1047'THE STATION AT ASHLEY, 0.4 MILE SOUTH OF MILEPOST 267, 85 1/2
 JB1047'FEET WEST-SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JB1047'AND A PRIVATE ROAD, 82 FEET WEST OF THE WEST RAIL OF THE WEST
 JB1047'SET OF MAIN TRACKS, 19 FEET SOUTH OF THE CENTER OF A GATE ACROSS
 JB1047'THE PRIVATE ROAD, 1 FOOT EAST OF A FENCE, 1.0 FOOT WEST OF A
 JB1047'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 JB1047'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 JB1047'ABOVE THE SURFACE OF THE GROUND.  SEC 34, T2S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1300 ***********************************************************************
 LC1300  DESIGNATION -  J 161
 LC1300  PID         -  LC1300
 LC1300  STATE/COUNTY-  IL/TAZEWELL
 LC1300  USGS QUAD   -  PEKIN (1996)
 LC1300
 LC1300                         *CURRENT SURVEY CONTROL
 LC1300  ___________________________________________________________________
 LC1300* NAD 83(1986)-  40 30 47.     (N)    089 38 42.     (W)     SCALED    
 LC1300* NAVD 88     -       150.264  (meters)     492.99   (feet)  ADJUSTED  
 LC1300  ___________________________________________________________________
 LC1300  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LC1300  DYNAMIC HT  -         150.193 (meters)     492.76  (feet)  COMP
 LC1300  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 LC1300
 LC1300  VERT ORDER  -  SECOND    CLASS 0
 LC1300
 LC1300.The horizontal coordinates were scaled from a topographic map and have
 LC1300.an estimated accuracy of +/- 6 seconds.
 LC1300
 LC1300.The orthometric height was determined by differential leveling
 LC1300.and adjusted by the National Geodetic Survey in June 1991..
 LC1300
 LC1300.The geoid height was determined by GEOID03.
 LC1300
 LC1300.The dynamic height is computed by dividing the NAVD 88
 LC1300.geopotential number by the normal gravity value computed on the
 LC1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1300.degrees latitude (g = 980.6199 gals.).
 LC1300
 LC1300.The modeled gravity was interpolated from observed gravity values.
 LC1300
 LC1300;                    North         East    Units  Estimated Accuracy
 LC1300;SPC IL W     -   427,090.      744,210.      MT  (+/- 180 meters Scaled)
 LC1300
 LC1300                          SUPERSEDED SURVEY CONTROL
 LC1300
 LC1300  NGVD 29 (??/??/92)  150.368  (m)          493.33   (f) ADJ UNCH    2 0
 LC1300
 LC1300.Superseded values are not recommended for survey control.
 LC1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1300.See file dsdata.txt to determine how the superseded data were derived.
 LC1300
 LC1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK759880(NAD 83)
 LC1300_MARKER: DB = BENCH MARK DISK
 LC1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1300_STAMPING: J 161 1954
 LC1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1300+STABILITY: SURFACE MOTION
 LC1300
 LC1300  HISTORY     - Date     Condition        Report By
 LC1300  HISTORY     - 1954     MONUMENTED       CGS
 LC1300
 LC1300                          STATION DESCRIPTION
 LC1300
 LC1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1300'2 MI NW FROM SOUTH PEKIN.
 LC1300'ABOUT 1.4 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 LC1300'FROM THE STATION AT SOUTH PEKIN, THENCE 0.65 MILE WEST ALONG A
 LC1300'GRAVEL ROAD, NEAR THE SOUTHWEST CORNER OF THE RESIDENCE OF THE
 LC1300'MANAGER OF PEKIN AIRPORT, IN THE TOP OF A LARGE CONCRETE COVER
 LC1300'OVER A WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2052 ***********************************************************************
 LC2052  DESIGNATION -  J 162 RESET
 LC2052  PID         -  LC2052
 LC2052  STATE/COUNTY-  IL/TAZEWELL
 LC2052  USGS QUAD   -  MACKINAW (1979)
 LC2052
 LC2052                         *CURRENT SURVEY CONTROL
 LC2052  ___________________________________________________________________
 LC2052* NAD 83(1986)-  40 31 47.     (N)    089 21 27.     (W)     SCALED    
 LC2052* NAVD 88     -       195.54   (meters)     641.5    (feet)  RESET     
 LC2052  ___________________________________________________________________
 LC2052  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LC2052
 LC2052  VERT ORDER  -  THIRD
 LC2052
 LC2052.The horizontal coordinates were scaled from a topographic map and have
 LC2052.an estimated accuracy of +/- 6 seconds.
 LC2052
 LC2052.The orthometric height was computed from unverified reset data.
 LC2052.No vertical observational check was made to the station.
 LC2052
 LC2052.The geoid height was determined by GEOID03.
 LC2052
 LC2052;                    North         East    Units  Estimated Accuracy
 LC2052;SPC IL W     -   429,120.      768,560.      MT  (+/- 180 meters Scaled)
 LC2052
 LC2052                          SUPERSEDED SURVEY CONTROL
 LC2052
 LC2052  NGVD 29 (03/28/06)  195.62   (m)          641.8    (f) RESET       3  
 LC2052
 LC2052.Superseded values are not recommended for survey control.
 LC2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2052.See file dsdata.txt to determine how the superseded data were derived.
 LC2052
 LC2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK003892(NAD 83)
 LC2052_MARKER: DV = VERTICAL CONTROL DISK
 LC2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC2052_SP_SET: CONCRETE POST
 LC2052_STAMPING: J 162 RESET 1990
 LC2052_MARK LOGO: NGS   
 LC2052_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC2052+STABILITY: SURFACE MOTION
 LC2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC2052+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LC2052
 LC2052  HISTORY     - Date     Condition        Report By
 LC2052  HISTORY     - 1990     MONUMENTED       NGS
 LC2052
 LC2052                          STATION DESCRIPTION
 LC2052
 LC2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LC2052'ALONG IL ROUTE 9 ON THE SOUTH SIDE OF THE TOWN OF MACKINAW, ACROSS
 LC2052'ROUTE 9 FROM A UNION 76 GAS STATION, AND IN THE NORTHEAST QUADRANT OF
 LC2052'THE INTERSECTION OF ROUTE 9 AND ORCHARD STREET, IN THE TOP OF A ROUND
 LC2052'CONCRETE POST FLUSH WITH THE GROUND, 13.9 M (45.6 FT) NORTH OF THE
 LC2052'CENTERLINE OF IL ROUTE 9, APPROXIMATELY 27 M (88.6 FT) EAST OF THE
 LC2052'CENTERLINE OF ORCHARD STREET (UNDER CONSTRUCTION), 10.1 M (33.1 FT)
 LC2052'EAST NORTHEAST OF A POWER POLE, 9.4 M (30.8 FT) WEST NORTHWEST OF A
 LC2052'POWER POLE, AND LEVEL WITH ROUTE 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1266 ***********************************************************************
 LC1266  DESIGNATION -  J 163
 LC1266  PID         -  LC1266
 LC1266  STATE/COUNTY-  IL/TAZEWELL
 LC1266  USGS QUAD   -  PEKIN (1996)
 LC1266
 LC1266                         *CURRENT SURVEY CONTROL
 LC1266  ___________________________________________________________________
 LC1266* NAD 83(1986)-  40 33 33.     (N)    089 39 22.     (W)     SCALED    
 LC1266* NAVD 88     -       144.050  (meters)     472.60   (feet)  ADJUSTED  
 LC1266  ___________________________________________________________________
 LC1266  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1266  DYNAMIC HT  -         143.982 (meters)     472.38  (feet)  COMP
 LC1266  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 LC1266
 LC1266  VERT ORDER  -  FIRST     CLASS II
 LC1266
 LC1266.The horizontal coordinates were scaled from a topographic map and have
 LC1266.an estimated accuracy of +/- 6 seconds.
 LC1266
 LC1266.The orthometric height was determined by differential leveling
 LC1266.and adjusted by the National Geodetic Survey in June 1991..
 LC1266
 LC1266.The geoid height was determined by GEOID03.
 LC1266
 LC1266.The dynamic height is computed by dividing the NAVD 88
 LC1266.geopotential number by the normal gravity value computed on the
 LC1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1266.degrees latitude (g = 980.6199 gals.).
 LC1266
 LC1266.The modeled gravity was interpolated from observed gravity values.
 LC1266
 LC1266;                    North         East    Units  Estimated Accuracy
 LC1266;SPC IL W     -   432,200.      743,240.      MT  (+/- 180 meters Scaled)
 LC1266
 LC1266                          SUPERSEDED SURVEY CONTROL
 LC1266
 LC1266  NGVD 29 (??/??/92)  144.154  (m)          472.95   (f) ADJ UNCH    1 2
 LC1266
 LC1266.Superseded values are not recommended for survey control.
 LC1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1266.See file dsdata.txt to determine how the superseded data were derived.
 LC1266
 LC1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK751932(NAD 83)
 LC1266_MARKER: DB = BENCH MARK DISK
 LC1266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1266_SP_SET: BUILDING
 LC1266_STAMPING: J 163 1954
 LC1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1266
 LC1266  HISTORY     - Date     Condition        Report By
 LC1266  HISTORY     - 1954     MONUMENTED       CGS
 LC1266  HISTORY     - 1968     GOOD             NGS
 LC1266  HISTORY     - 20060214 GOOD             GEOCAC
 LC1266
 LC1266                          STATION DESCRIPTION
 LC1266
 LC1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1266'AT PEKIN.
 LC1266'AT PEKIN, ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 29 FROM
 LC1266'FRANKLIN ELEMENTARY SCHOOL IN WEST PART OF TOWN, LOCATED NEAR THE
 LC1266'JUNCTION OF SOUTH SECOND STREET AND MELVINA STREET, IN THE TOP OF
 LC1266'OUTCROPPING FOUNDATION LEDGE OF LARGE CONCRETE BLOCK GARAGE AND
 LC1266'SERVICE STATION PRESENTLY OCCUPIED BY JACKS AUTOMOTIVE SERVICE
 LC1266'(LOCATED AT 1004 SOUTH SECOND STREET), 3.8 FEET NORTH OF SOUTHWEST
 LC1266'CORNER OF BUILDING AND 1/4 FOOT ABOVE GROUND.
 LC1266
 LC1266                          STATION RECOVERY (1968)
 LC1266
 LC1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LC1266'RECOVERED IN GOOD CONDITION.
 LC1266
 LC1266                          STATION RECOVERY (2006)
 LC1266
 LC1266'RECOVERY NOTE BY GEOCACHING 2006 (WTF)
 LC1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0393 ***********************************************************************
 LC0393  DESIGNATION -  J 165
 LC0393  PID         -  LC0393
 LC0393  STATE/COUNTY-  IL/MCLEAN
 LC0393  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0393
 LC0393                         *CURRENT SURVEY CONTROL
 LC0393  ___________________________________________________________________
 LC0393* NAD 83(1986)-  40 18 39.     (N)    088 42 51.     (W)     SCALED    
 LC0393* NAVD 88     -       230.441  (meters)     756.04   (feet)  ADJUSTED  
 LC0393  ___________________________________________________________________
 LC0393  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC0393  DYNAMIC HT  -         230.330 (meters)     755.67  (feet)  COMP
 LC0393  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 LC0393
 LC0393  VERT ORDER  -  FIRST     CLASS II
 LC0393
 LC0393.The horizontal coordinates were scaled from a topographic map and have
 LC0393.an estimated accuracy of +/- 6 seconds.
 LC0393
 LC0393.The orthometric height was determined by differential leveling
 LC0393.and adjusted by the National Geodetic Survey in June 1991..
 LC0393
 LC0393.The geoid height was determined by GEOID03.
 LC0393
 LC0393.The dynamic height is computed by dividing the NAVD 88
 LC0393.geopotential number by the normal gravity value computed on the
 LC0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0393.degrees latitude (g = 980.6199 gals.).
 LC0393
 LC0393.The modeled gravity was interpolated from observed gravity values.
 LC0393
 LC0393;                    North         East    Units  Estimated Accuracy
 LC0393;SPC IL E     -   404,580.      267,630.      MT  (+/- 180 meters Scaled)
 LC0393
 LC0393                          SUPERSEDED SURVEY CONTROL
 LC0393
 LC0393  NGVD 29 (??/??/92)  230.494  (m)          756.21   (f) ADJ UNCH    1 2
 LC0393
 LC0393.Superseded values are not recommended for survey control.
 LC0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0393.See file dsdata.txt to determine how the superseded data were derived.
 LC0393
 LC0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK543636(NAD 83)
 LC0393_MARKER: DB = BENCH MARK DISK
 LC0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0393_STAMPING: J 165 1954
 LC0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0393+STABILITY: SURFACE MOTION
 LC0393
 LC0393  HISTORY     - Date     Condition        Report By
 LC0393  HISTORY     - 1954     MONUMENTED       CGS
 LC0393  HISTORY     - 1959     GOOD             NGS
 LC0393  HISTORY     - 1976     GOOD             NGS
 LC0393  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0393
 LC0393                          STATION DESCRIPTION
 LC0393
 LC0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0393'3.6 MI SE FROM LE ROY.
 LC0393'ABOUT 3.65 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0393'FROM THE STATION AT LE ROY, AT THE CROSSING OF U.S. HIGHWAY 136,
 LC0393'43 FEET NORTHEAST OF NORTHEAST RAIL, 93 FEET NORTH-NORTHWEST AND
 LC0393'ACROSS THE HIGHWAY FROM MILE POST 147, 50 FEET NORTH-NORTHEAST
 LC0393'OF THE CENTER OF CROSSING OF HIGHWAY AND TRACK, 46 FEET NORTH
 LC0393'OF THE CENTER LINE OF THE HIGHWAY, 15 FEET WEST OF A TELEPHONE
 LC0393'POLE, 6 1/2 FEET WEST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A
 LC0393'FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 LC0393'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0393'2 INCHES.
 LC0393
 LC0393                          STATION RECOVERY (1976)
 LC0393
 LC0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0393'RECOVERED IN GOOD CONDITION.
 LC0393
 LC0393                          STATION RECOVERY (1986)
 LC0393
 LC0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1510 ***********************************************************************
 ME1510  DESIGNATION -  J 166
 ME1510  PID         -  ME1510
 ME1510  STATE/COUNTY-  IL/KANKAKEE
 ME1510  USGS QUAD   -  MOMENCE (1973)
 ME1510
 ME1510                         *CURRENT SURVEY CONTROL
 ME1510  ___________________________________________________________________
 ME1510* NAD 83(1986)-  41 10 11.     (N)    087 39 08.     (W)     SCALED    
 ME1510* NAVD 88     -       192.714  (meters)     632.26   (feet)  ADJUSTED  
 ME1510  ___________________________________________________________________
 ME1510  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 ME1510  DYNAMIC HT  -         192.635 (meters)     632.00  (feet)  COMP
 ME1510  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 ME1510
 ME1510  VERT ORDER  -  SECOND    CLASS 0
 ME1510
 ME1510.The horizontal coordinates were scaled from a topographic map and have
 ME1510.an estimated accuracy of +/- 6 seconds.
 ME1510
 ME1510.The orthometric height was determined by differential leveling
 ME1510.and adjusted by the National Geodetic Survey in June 1991..
 ME1510
 ME1510.The geoid height was determined by GEOID03.
 ME1510
 ME1510.The dynamic height is computed by dividing the NAVD 88
 ME1510.geopotential number by the normal gravity value computed on the
 ME1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1510.degrees latitude (g = 980.6199 gals.).
 ME1510
 ME1510.The modeled gravity was interpolated from observed gravity values.
 ME1510
 ME1510;                    North         East    Units  Estimated Accuracy
 ME1510;SPC IL E     -   500,110.      357,160.      MT  (+/- 180 meters Scaled)
 ME1510
 ME1510                          SUPERSEDED SURVEY CONTROL
 ME1510
 ME1510  NGVD 29 (??/??/92)  192.806  (m)          632.56   (f) ADJ UNCH    2 0
 ME1510
 ME1510.Superseded values are not recommended for survey control.
 ME1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1510.See file dsdata.txt to determine how the superseded data were derived.
 ME1510
 ME1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL452578(NAD 83)
 ME1510_MARKER: DB = BENCH MARK DISK
 ME1510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1510_SP_SET: FOUNDATION
 ME1510_STAMPING: J 166 1954
 ME1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1510
 ME1510  HISTORY     - Date     Condition        Report By
 ME1510  HISTORY     - 1954     MONUMENTED       CGS
 ME1510  HISTORY     - 1969     GOOD             NGS
 ME1510
 ME1510                          STATION DESCRIPTION
 ME1510
 ME1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1510'AT MOMENCE.
 ME1510'AT MOMENCE, ABOUT 0.6 MILE EAST ALONG THE NEW YORK CENTRAL
 ME1510'RAILROAD FROM THE STATION AT MOMENCE, AT THE INTERSECTION OF THE
 ME1510'CHICAGO AND EASTERN ILLINOIS RAILROAD, 38 FEET SOUTH OF SOUTH RAIL
 ME1510'OF N.Y.C. RR, 34 1/2 FEET EAST OF EAST RAIL OF C. AND E.I. RR, SET
 ME1510'VERTICALLY IN THE NORTH FACE OF CONCRETE FOUNDATION OF CONTROL
 ME1510'TOWER MG, 8.3 FEET WEST OF NORTHEAST CORNER OF TOWER AND 2.1
 ME1510'FEET ABOVE GROUND.
 ME1510
 ME1510                          STATION RECOVERY (1969)
 ME1510
 ME1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4350 ***********************************************************************
 DF4350  DESIGNATION -  J 166 RESET
 DF4350  PID         -  DF4350
 DF4350  STATE/COUNTY-  IL/KANKAKEE
 DF4350  USGS QUAD   -  MOMENCE (1973)
 DF4350
 DF4350                         *CURRENT SURVEY CONTROL
 DF4350  ___________________________________________________________________
 DF4350* NAD 83(1997)-  41 10 13.23593(N)    087 39 09.60724(W)     ADJUSTED  
 DF4350* NAVD 88     -       191.8    (meters)     629.     (feet)  GPS OBS   
 DF4350  ___________________________________________________________________
 DF4350  X           -     196,933.613 (meters)                     COMP
 DF4350  Y           -  -4,804,243.529 (meters)                     COMP
 DF4350  Z           -   4,176,786.402 (meters)                     COMP
 DF4350  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DF4350  ELLIP HEIGHT-         158.59  (meters)          (02/03/05) GPS OBS
 DF4350  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 DF4350
 DF4350  HORZ ORDER  -  FIRST
 DF4350  ELLP ORDER  -  FOURTH    CLASS II
 DF4350
 DF4350.The horizontal coordinates were established by GPS observations
 DF4350.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4350
 DF4350.The orthometric height was determined by GPS observations and a
 DF4350.high-resolution geoid model.
 DF4350
 DF4350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4350
 DF4350.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4350
 DF4350.The ellipsoidal height was determined by GPS observations
 DF4350.and is referenced to NAD 83.
 DF4350
 DF4350.The geoid height was determined by GEOID03.
 DF4350
 DF4350;                    North         East     Units Scale Factor Converg.
 DF4350;SPC IL E     -   500,182.250   357,118.908   MT  1.00001514   +0 26 53.1
 DF4350;SPC IL E     - 1,641,014.60  1,171,647.62   sFT  1.00001514   +0 26 53.1
 DF4350;UTM  16      - 4,557,872.348   445,250.966   MT  0.99963689   -0 25 46.8
 DF4350
 DF4350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4350!SPC IL E     -   0.99997512  x   1.00001514  =   0.99999026
 DF4350!UTM  16      -   0.99997512  x   0.99963689  =   0.99961202
 DF4350
 DF4350                          SUPERSEDED SURVEY CONTROL
 DF4350
 DF4350  ELLIP H (03/04/03)  158.61   (m)                       GP(       ) 4 2
 DF4350
 DF4350.Superseded values are not recommended for survey control.
 DF4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4350.See file dsdata.txt to determine how the superseded data were derived.
 DF4350
 DF4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4525157872(NAD 83)
 DF4350_MARKER: DV = VERTICAL CONTROL DISK
 DF4350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4350_STAMPING: J 166 RESET
 DF4350_MARK LOGO: NGS   
 DF4350_PROJECTION: FLUSH
 DF4350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4350+STABILITY: SURFACE MOTION
 DF4350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4350+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4350
 DF4350  HISTORY     - Date     Condition        Report By
 DF4350  HISTORY     - 1997     MONUMENTED       NGS
 DF4350  HISTORY     - 2001     GOOD             ASCPC
 DF4350
 DF4350                          STATION DESCRIPTION
 DF4350
 DF4350'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4350'FROM THE INTERSECTION OF IL-1 / IL-17 AND INDUSTRIAL  ROAD ON THE
 DF4350'NORTH SIDE OF MOMMENCE.
 DF4350'GO EAST ON INDUSTRIAL DRIVE .55 MILES TO RAILROAD AVENUE GO SOUTH ON
 DF4350'RAILROAD AVENUE
 DF4350'.10 MILES TO POINT ON THE EAST SIDE OF THE ROAD, 66.0 FEET EAST OF
 DF4350'CENTERLINE OF RAIL RAOD
 DF4350'AVENUE 89.50 FEET WEST OF THE CENTERLINE OF WESTERLY SET OF RAILROAD
 DF4350'TRACKS 77.0 FEET
 DF4350'SOUTHEAST OF CENTERLINE OF CELL TOWER.
 DF4350'*STAMPED- J 166 RESET 1997
 DF4350' 
 DF4350' 
 DF4350' 
 DF4350' 
 DF4350' 
 DF4350' 
 DF4350'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1828 ***********************************************************************
 LB1828  DESIGNATION -  J 167
 LB1828  PID         -  LB1828
 LB1828  STATE/COUNTY-  IL/VERMILION
 LB1828  USGS QUAD   -  HOMER (1975)
 LB1828
 LB1828                         *CURRENT SURVEY CONTROL
 LB1828  ___________________________________________________________________
 LB1828* NAD 83(1986)-  40 02 27.     (N)    087 53 31.     (W)     SCALED    
 LB1828* NAVD 88     -       204.384  (meters)     670.55   (feet)  ADJUSTED  
 LB1828  ___________________________________________________________________
 LB1828  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LB1828  DYNAMIC HT  -         204.280 (meters)     670.21  (feet)  COMP
 LB1828  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 LB1828
 LB1828  VERT ORDER  -  FIRST     CLASS II
 LB1828
 LB1828.The horizontal coordinates were scaled from a topographic map and have
 LB1828.an estimated accuracy of +/- 6 seconds.
 LB1828
 LB1828.The orthometric height was determined by differential leveling
 LB1828.and adjusted by the National Geodetic Survey in June 1991..
 LB1828
 LB1828.The geoid height was determined by GEOID03.
 LB1828
 LB1828.The dynamic height is computed by dividing the NAVD 88
 LB1828.geopotential number by the normal gravity value computed on the
 LB1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1828.degrees latitude (g = 980.6199 gals.).
 LB1828
 LB1828.The modeled gravity was interpolated from observed gravity values.
 LB1828
 LB1828;                    North         East    Units  Estimated Accuracy
 LB1828;SPC IL E     -   374,630.      337,670.      MT  (+/- 180 meters Scaled)
 LB1828
 LB1828                          SUPERSEDED SURVEY CONTROL
 LB1828
 LB1828  NGVD 29 (??/??/92)  204.434  (m)          670.71   (f) ADJ UNCH    1 2
 LB1828
 LB1828.Superseded values are not recommended for survey control.
 LB1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1828.See file dsdata.txt to determine how the superseded data were derived.
 LB1828
 LB1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK239326(NAD 83)
 LB1828_MARKER: DB = BENCH MARK DISK
 LB1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1828_STAMPING: J 167 1954
 LB1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1828+STABILITY: SURFACE MOTION
 LB1828
 LB1828  HISTORY     - Date     Condition        Report By
 LB1828  HISTORY     - 1954     MONUMENTED       CGS
 LB1828  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1828
 LB1828                          STATION DESCRIPTION
 LB1828
 LB1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1828'3.6 MI E FROM HOMER.
 LB1828'ABOUT 3.6 MILES EAST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1828'AT HOMER, ABOUT 3.25 MILES WEST OF THE STATION AT FAIRMOUNT,
 LB1828'ABOUT 0.1 MILE EAST OF MILE POLE 318, AT A NORTH-SOUTH GRAVEL
 LB1828'ROAD CROSSING, 65 1/2 FEET SOUTH OF SOUTH RAIL, 23 FEET WEST OF
 LB1828'CENTER LINE OF ROAD, 23 1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 LB1828'EAST OF A FENCE LINE, 63 FEET SOUTHWEST AND ACROSS ROAD FROM
 LB1828'CROSSING WARNING SIGN, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 LB1828'POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 LB1828'A CONCRETE POST PROJECTING 3 INCHES.
 LB1828
 LB1828                          STATION RECOVERY (1986)
 LB1828
 LB1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0094 ***********************************************************************
 MG0094  DESIGNATION -  J 168
 MG0094  PID         -  MG0094
 MG0094  STATE/COUNTY-  IL/ROCK ISLAND
 MG0094  USGS QUAD   -  COAL VALLEY (1991)
 MG0094
 MG0094                         *CURRENT SURVEY CONTROL
 MG0094  ___________________________________________________________________
 MG0094* NAD 83(1986)-  41 27 57.     (N)    090 29 58.     (W)     SCALED    
 MG0094* NAVD 88     -       174.121  (meters)     571.26   (feet)  ADJUSTED  
 MG0094  ___________________________________________________________________
 MG0094  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0094  DYNAMIC HT  -         174.054 (meters)     571.04  (feet)  COMP
 MG0094  MODELED GRAV-     980,236.1   (mgal)                       NAVD 88
 MG0094
 MG0094  VERT ORDER  -  SECOND    CLASS 0
 MG0094
 MG0094.The horizontal coordinates were scaled from a topographic map and have
 MG0094.an estimated accuracy of +/- 6 seconds.
 MG0094
 MG0094.The orthometric height was determined by differential leveling
 MG0094.and adjusted by the National Geodetic Survey in June 1991..
 MG0094
 MG0094.The geoid height was determined by GEOID03.
 MG0094
 MG0094.The dynamic height is computed by dividing the NAVD 88
 MG0094.geopotential number by the normal gravity value computed on the
 MG0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0094.degrees latitude (g = 980.6199 gals.).
 MG0094
 MG0094.The modeled gravity was interpolated from observed gravity values.
 MG0094
 MG0094;                    North         East    Units  Estimated Accuracy
 MG0094;SPC IL W     -   532,810.      672,200.      MT  (+/- 180 meters Scaled)
 MG0094
 MG0094                          SUPERSEDED SURVEY CONTROL
 MG0094
 MG0094  NGVD 29 (??/??/92)  174.191  (m)          571.49   (f) ADJ UNCH    2 0
 MG0094
 MG0094.Superseded values are not recommended for survey control.
 MG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0094.See file dsdata.txt to determine how the superseded data were derived.
 MG0094
 MG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF088934(NAD 83)
 MG0094_MARKER: DD = SURVEY DISK
 MG0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0094_SP_SET: WALL
 MG0094_STAMPING: J 168 1957
 MG0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0094
 MG0094  HISTORY     - Date     Condition        Report By
 MG0094  HISTORY     - 1957     MONUMENTED       CGS
 MG0094  HISTORY     - 1960     GOOD             NGS
 MG0094  HISTORY     - 19960819 MARK NOT FOUND   USPSQD
 MG0094  HISTORY     - 19970609 MARK NOT FOUND   USPSQD
 MG0094
 MG0094                          STATION DESCRIPTION
 MG0094
 MG0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MG0094'IN MOLINE.
 MG0094'3 MILES SOUTH OF THE RR STATION IN MOLINE, AT 4501-4511 BRIDGE
 MG0094'LANE (ROUTE 150), ON THE EAST END OF THE SOUTH WING WALL OF THE
 MG0094'BRIDGE GIVING ACCESS TO RESIDENCE WEST OF THE HIGHWAY, 38 FT.
 MG0094'WEST OF THE CENTER LINE OF THE FOUR-LANE HIGHWAY, 14 FT. SOUTH
 MG0094'OF THE CENTER OF THE BRIDGE, 5 FT. WEST OF A 2 FT. ELM TREE.
 MG0094'THE MARK IS SET IN CEMENT IN A DRILL HOLE IN THE TOP OF THE WALL.
 MG0094
 MG0094                          STATION RECOVERY (1960)
 MG0094
 MG0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MG0094'RECOVERED IN GOOD CONDITION.
 MG0094
 MG0094                          STATION RECOVERY (1996)
 MG0094
 MG0094'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0094'MARK NOT FOUND.
 MG0094
 MG0094                          STATION RECOVERY (1997)
 MG0094
 MG0094'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1326 ***********************************************************************
 JB1326  DESIGNATION -  J 169
 JB1326  PID         -  JB1326
 JB1326  STATE/COUNTY-  IL/CLINTON
 JB1326  USGS QUAD   -  TRENTON (1981)
 JB1326
 JB1326                         *CURRENT SURVEY CONTROL
 JB1326  ___________________________________________________________________
 JB1326* NAD 83(1986)-  38 36 02.     (N)    089 41 11.     (W)     SCALED    
 JB1326* NAVD 88     -       151.957  (meters)     498.55   (feet)  ADJUSTED  
 JB1326  ___________________________________________________________________
 JB1326  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1326  DYNAMIC HT  -         151.862 (meters)     498.23  (feet)  COMP
 JB1326  MODELED GRAV-     980,001.0   (mgal)                       NAVD 88
 JB1326
 JB1326  VERT ORDER  -  FIRST     CLASS I
 JB1326
 JB1326.The horizontal coordinates were scaled from a topographic map and have
 JB1326.an estimated accuracy of +/- 6 seconds.
 JB1326
 JB1326.The orthometric height was determined by differential leveling
 JB1326.and adjusted by the National Geodetic Survey in June 1991..
 JB1326
 JB1326.The geoid height was determined by GEOID03.
 JB1326
 JB1326.The dynamic height is computed by dividing the NAVD 88
 JB1326.geopotential number by the normal gravity value computed on the
 JB1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1326.degrees latitude (g = 980.6199 gals.).
 JB1326
 JB1326.The modeled gravity was interpolated from observed gravity values.
 JB1326
 JB1326;                    North         East    Units  Estimated Accuracy
 JB1326;SPC IL W     -   214,740.      741,840.      MT  (+/- 180 meters Scaled)
 JB1326
 JB1326                          SUPERSEDED SURVEY CONTROL
 JB1326
 JB1326  NGVD 29 (??/??/92)  152.074  (m)          498.93   (f) ADJ UNCH    1 1
 JB1326
 JB1326.Superseded values are not recommended for survey control.
 JB1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1326.See file dsdata.txt to determine how the superseded data were derived.
 JB1326
 JB1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH660758(NAD 83)
 JB1326_MARKER: DB = BENCH MARK DISK
 JB1326_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB1326_SP_SET: 29 FEET
 JB1326_STAMPING: J 169 1969
 JB1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1326
 JB1326  HISTORY     - Date     Condition        Report By
 JB1326  HISTORY     - 1969     MONUMENTED       CGS
 JB1326
 JB1326                          STATION DESCRIPTION
 JB1326
 JB1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1326'AT TRENTON.
 JB1326'AT TRENTON, 67 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF
 JB1326'STATE HIGHWAY 160 AND THE MAIN TRACK OF THE BALTIMORE AND OHIO
 JB1326'RAILROAD, 51.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 JB1326'42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 7 1/2 FEET
 JB1326'SOUTHEAST OF MILEPOLE 308-2, 12.6 FEET NORTHEAST OF THE EAST END
 JB1326'OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 5 1/2 FEET NORTH
 JB1326'OF A POWER LINE POLE, 0.5 FOOT NORTH OF A METAL WITNESS POST, 3
 JB1326'FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A
 JB1326'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY
 JB1326'A 4 INCH METAL PIPE WHICH PROJECTS 6 INCHES ABOVE THE LEVEL OF
 JB1326'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 29 FEET.
 JB1326'SEC 20, T 2 N, R 5 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0119 ***********************************************************************
 NH0119  DESIGNATION -  J 17
 NH0119  PID         -  NH0119
 NH0119  STATE/COUNTY-  IL/MCHENRY
 NH0119  USGS QUAD   -  MC HENRY (1992)
 NH0119
 NH0119                         *CURRENT SURVEY CONTROL
 NH0119  ___________________________________________________________________
 NH0119* NAD 83(1986)-  42 20 32.     (N)    088 16 01.     (W)     SCALED    
 NH0119* NAVD 88     -       232.104  (meters)     761.49   (feet)  ADJUSTED  
 NH0119  ___________________________________________________________________
 NH0119  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NH0119  DYNAMIC HT  -         232.027 (meters)     761.24  (feet)  COMP
 NH0119  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NH0119
 NH0119  VERT ORDER  -  SECOND    CLASS 0
 NH0119
 NH0119.The horizontal coordinates were scaled from a topographic map and have
 NH0119.an estimated accuracy of +/- 6 seconds.
 NH0119
 NH0119.The orthometric height was determined by differential leveling
 NH0119.and adjusted by the National Geodetic Survey in June 1991..
 NH0119
 NH0119.The geoid height was determined by GEOID03.
 NH0119
 NH0119.The dynamic height is computed by dividing the NAVD 88
 NH0119.geopotential number by the normal gravity value computed on the
 NH0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0119.degrees latitude (g = 980.6199 gals.).
 NH0119
 NH0119.The modeled gravity was interpolated from observed gravity values.
 NH0119
 NH0119;                    North         East    Units  Estimated Accuracy
 NH0119;SPC IL E     -   630,120.      305,470.      MT  (+/- 180 meters Scaled)
 NH0119
 NH0119                          SUPERSEDED SURVEY CONTROL
 NH0119
 NH0119  NGVD 29 (??/??/92)  232.148  (m)          761.64   (f) ADJ UNCH    2 0
 NH0119
 NH0119.Superseded values are not recommended for survey control.
 NH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0119.See file dsdata.txt to determine how the superseded data were derived.
 NH0119
 NH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM956885(NAD 83)
 NH0119_MARKER: DB = BENCH MARK DISK
 NH0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0119_SP_SET: BUILDING
 NH0119_STAMPING: J 17 1934
 NH0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0119+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 NH0119
 NH0119  HISTORY     - Date     Condition        Report By
 NH0119  HISTORY     - 1934     MONUMENTED       CGS
 NH0119  HISTORY     - 1960     GOOD             NGS
 NH0119  HISTORY     - 1987     GOOD             USPSQD
 NH0119  HISTORY     - 19940508 GOOD             USPSQD
 NH0119  HISTORY     - 20030410 GOOD             USPSQD
 NH0119
 NH0119                          STATION DESCRIPTION
 NH0119
 NH0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0119'AT MCHENRY.
 NH0119'AT MCHENRY , ABOUT 0.5 MILE EAST ALONG MAIN STREET FROM THE
 NH0119'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY AND STATION,
 NH0119'AT THE JUNCTION OF GREEN STREET LEADING NORTH-SOUTH, AT THE HIGH
 NH0119'SCHOOL, SET VERTICALLY IN THE WEST FACE OF THE NORTHWEST CORNER
 NH0119'OF BRICK BUILDING, 1 FOOT SOUTH OF THE NORTHWEST CORNER, 75
 NH0119'FEET EAST OF THE EAST CURB LINE OF GREEN STREET, 3 FEET ABOVE
 NH0119'THE LEVEL OF THE GROUND, AND ABOUT 5 FEET ABOVE THE LEVEL OF
 NH0119'GREEN STREET.
 NH0119
 NH0119                          STATION RECOVERY (1987)
 NH0119
 NH0119'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 NH0119'RECOVERED IN GOOD CONDITION.
 NH0119
 NH0119                          STATION RECOVERY (1994)
 NH0119
 NH0119'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0119'RECOVERED IN GOOD CONDITION.
 NH0119
 NH0119                          STATION RECOVERY (2003)
 NH0119
 NH0119'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0122 ***********************************************************************
 JB0122  DESIGNATION -  J 173
 JB0122  PID         -  JB0122
 JB0122  STATE/COUNTY-  IL/RICHLAND
 JB0122  USGS QUAD   -  OLNEY (1971)
 JB0122
 JB0122                         *CURRENT SURVEY CONTROL
 JB0122  ___________________________________________________________________
 JB0122* NAD 83(1986)-  38 44 12.     (N)    088 05 14.     (W)     SCALED    
 JB0122* NAVD 88     -       141.583  (meters)     464.51   (feet)  ADJUSTED  
 JB0122  ___________________________________________________________________
 JB0122  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JB0122  DYNAMIC HT  -         141.497 (meters)     464.23  (feet)  COMP
 JB0122  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 JB0122
 JB0122  VERT ORDER  -  FIRST     CLASS II
 JB0122
 JB0122.The horizontal coordinates were scaled from a topographic map and have
 JB0122.an estimated accuracy of +/- 6 seconds.
 JB0122
 JB0122.The orthometric height was determined by differential leveling
 JB0122.and adjusted by the National Geodetic Survey in June 1991..
 JB0122
 JB0122.The geoid height was determined by GEOID03.
 JB0122
 JB0122.The dynamic height is computed by dividing the NAVD 88
 JB0122.geopotential number by the normal gravity value computed on the
 JB0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0122.degrees latitude (g = 980.6199 gals.).
 JB0122
 JB0122.The modeled gravity was interpolated from observed gravity values.
 JB0122
 JB0122;                    North         East    Units  Estimated Accuracy
 JB0122;SPC IL E     -   229,770.      321,400.      MT  (+/- 180 meters Scaled)
 JB0122
 JB0122                          SUPERSEDED SURVEY CONTROL
 JB0122
 JB0122  NGVD 29 (??/??/92)  141.679  (m)          464.83   (f) ADJ UNCH    1 2
 JB0122
 JB0122.Superseded values are not recommended for survey control.
 JB0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0122.See file dsdata.txt to determine how the superseded data were derived.
 JB0122
 JB0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH055881(NAD 83)
 JB0122_MARKER: DB = BENCH MARK DISK
 JB0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0122_SP_SET: CONCRETE POST
 JB0122_STAMPING: J 173 1956
 JB0122_MARK LOGO: CGS   
 JB0122_PROJECTION: FLUSH
 JB0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0122+STABILITY: SURFACE MOTION
 JB0122
 JB0122  HISTORY     - Date     Condition        Report By
 JB0122  HISTORY     - 1956     MONUMENTED       CGS
 JB0122  HISTORY     - 1986     GOOD             NGS
 JB0122
 JB0122                          STATION DESCRIPTION
 JB0122
 JB0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0122'AT OLNEY.
 JB0122'AT OLNEY, ABOUT 0.25 MILE NORTH ALONG THE ILLINOIS CENTRAL
 JB0122'RAILROAD FROM THE STATION AT OLNEY, ABOUT 0.35 MILE NORTH OF
 JB0122'CROSSING OF U.S. HIGHWAY 50, ABOUT 0.1 MILE NORTHWEST OF CROSSING
 JB0122'OF WEST LOCUST STREET, ABOUT 0.2 MILE SOUTH OF CROSSING OF A
 JB0122'ROAD WHICH CONNECTS CEMETERY ON BOTH SIDES OF TRACK, 32 FEET
 JB0122'SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACK, 15.8 FEET EAST
 JB0122'OF NORTHEAST CORNER OF A STEEL FENCE AROUND CENTRAL ILLINOIS
 JB0122'PUBLIC SERVICE TRANSFORMER SUB-STATION, 1 FOOT EAST OF SOUTHEAST
 JB0122'CORNER OF A FENCE AROUND YARD OF A RED BRICK HOUSE, 2 1/2 FEET
 JB0122'SOUTHEAST OF A RAILROAD R/W MARKER POST, 1 1/2 FEET SOUTHEAST
 JB0122'OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF
 JB0122'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB0122
 JB0122                          STATION RECOVERY (1986)
 JB0122
 JB0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0122'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN OLNEY, AT
 JB0122'THE INTERSECTION OF THE ILLINOIS CENTERAL RAILROAD AND LOCUST STREET,
 JB0122'153.0 M (502.0 FT) NORTH OF THE CENTER OF THE STREET, 9.8 M (32.2 FT)
 JB0122'SOUTHWEST OF THE NEAR RAIL, AND 2.1 M (6.9 FT) WEST OF THE NORTHEAST
 JB0122'CORNER OF A FENCE AROUND A CENTRAL ILLINOIS PUBLIC SERVICE
 JB0122'SUB-STATION.
 JB0122'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0207 ***********************************************************************
 KB0207  DESIGNATION -  J 174
 KB0207  PID         -  KB0207
 KB0207  STATE/COUNTY-  IL/COLES
 KB0207  USGS QUAD   -  TOLEDO (1984)
 KB0207
 KB0207                         *CURRENT SURVEY CONTROL
 KB0207  ___________________________________________________________________
 KB0207* NAD 83(1986)-  39 22 29.     (N)    088 14 36.     (W)     SCALED    
 KB0207* NAVD 88     -       211.591  (meters)     694.19   (feet)  ADJUSTED  
 KB0207  ___________________________________________________________________
 KB0207  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0207  DYNAMIC HT  -         211.468 (meters)     693.79  (feet)  COMP
 KB0207  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 KB0207
 KB0207  VERT ORDER  -  FIRST     CLASS II
 KB0207
 KB0207.The horizontal coordinates were scaled from a topographic map and have
 KB0207.an estimated accuracy of +/- 6 seconds.
 KB0207
 KB0207.The orthometric height was determined by differential leveling
 KB0207.and adjusted by the National Geodetic Survey in June 1991..
 KB0207
 KB0207.The geoid height was determined by GEOID03.
 KB0207
 KB0207.The dynamic height is computed by dividing the NAVD 88
 KB0207.geopotential number by the normal gravity value computed on the
 KB0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0207.degrees latitude (g = 980.6199 gals.).
 KB0207
 KB0207.The modeled gravity was interpolated from observed gravity values.
 KB0207
 KB0207;                    North         East    Units  Estimated Accuracy
 KB0207;SPC IL E     -   300,580.      307,760.      MT  (+/- 180 meters Scaled)
 KB0207
 KB0207                          SUPERSEDED SURVEY CONTROL
 KB0207
 KB0207  NGVD 29 (??/??/92)  211.654  (m)          694.40   (f) ADJ UNCH    1 2
 KB0207
 KB0207.Superseded values are not recommended for survey control.
 KB0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0207.See file dsdata.txt to determine how the superseded data were derived.
 KB0207
 KB0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ929590(NAD 83)
 KB0207_MARKER: DB = BENCH MARK DISK
 KB0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0207_STAMPING: J 174 1956
 KB0207_PROJECTION: FLUSH
 KB0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0207+STABILITY: SURFACE MOTION
 KB0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0207+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 KB0207
 KB0207  HISTORY     - Date     Condition        Report By
 KB0207  HISTORY     - 1956     MONUMENTED       CGS
 KB0207  HISTORY     - 1973     GOOD             NGS
 KB0207  HISTORY     - 19960101 GOOD             NGS
 KB0207  HISTORY     - 20040521 GOOD             DAILY
 KB0207  HISTORY     - 20050216 GOOD             ILDT
 KB0207
 KB0207                          STATION DESCRIPTION
 KB0207
 KB0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0207'4.1 MI SE FROM LERNA.
 KB0207'ABOUT 4.1 MILES SOUTHEAST AND SOUTH ALONG THE ILLINOIS CENTRAL
 KB0207'RAILROAD FROM THE STATION AT LERNA, AT CROSSING OF BLACK TOP
 KB0207'ROAD WHICH FOLLOWS THE CUMBERLAND-COLES COUNTY LINE AT
 KB0207'JANESVILLE, 0.25 MILE NORTH OF MILE POST P 130, 25 FEET EAST OF
 KB0207'EAST RAIL OF MAIN TRACK, 42 FEET NORTH OF CENTER LINE OF BLACK
 KB0207'TOP ROAD, 43 FEET NORTHEAST AND ACROSS TRACK FROM A SWITCH STAND
 KB0207'AT SOUTH END OF A SIDE TRACK, 42 1/2 FEET WEST OF SOUTHWEST
 KB0207'CORNER OF A BRICK STORE BUILDING AND 3 FEET NORTH OF THE
 KB0207'EXTENDED SOUTH FACE OF BUILDING, 21 FEET WEST OF CENTER LINE OF
 KB0207'A ROAD PARALLEL TO TRACK, 22 FEET NORTHWEST OF WEST END OF A PIPE
 KB0207'CULVERT WITH CONCRETE HEAD WALL UNDER ROAD PARALLEL TO TRACK,
 KB0207'ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 KB0207'PROJECTING 1 INCH.
 KB0207
 KB0207                          STATION RECOVERY (1973)
 KB0207
 KB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0207'RECOVERED IN GOOD CONDITION.
 KB0207
 KB0207                          STATION RECOVERY (1996)
 KB0207
 KB0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (KWO)
 KB0207'RAILROAD IN THE DESCRIPTION, HAS BEEN REMOVED.  DO NOT RELATE
 KB0207'DESCRIPTION TO THE RR TRACKS.  DESCRIBE AS FOLLOWS- 4.1 MI (6.6 KM) SE
 KB0207'FROM LERNA, 43 FT (13.1 M) NORTH OF CENTER LINE OF MAIN STREET OF
 KB0207'JANESVILLE WHICH FOLLOWS THE COLES- CUMBERLAND COUNTY LINE, 68.5 FT
 KB0207'(20.9 M) EAST OF CENTER LINE OF RAILROAD STREET TO SOUTH EXTENDED, 21
 KB0207'FT (6.4 M) WEST OF CENTER LINE OF A DRIVEWAY TO NORTH ABOUT LEVEL WITH
 KB0207'MAIN STREET PROJECTING 1 INCH.
 KB0207
 KB0207                          STATION RECOVERY (2004)
 KB0207
 KB0207'RECOVERY NOTE BY DAILY AND ASSOCIATES, ENGINEERS INC 2004 (DWS)
 KB0207'MARK RECOVERED AS DESCRIBED IN YARD, APPROXIMATELY 2 INCHES ABOVE
 KB0207'GROUND.  MARK LOCATION CLOSER TO 39-22-29.72 (N) AND 088-14-37.85 (W)
 KB0207'AS DETERMINED WITH RTK GPS EQUIPMENT ON 5-21-04
 KB0207
 KB0207                          STATION RECOVERY (2005)
 KB0207
 KB0207'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0238 ***********************************************************************
 KB0238  DESIGNATION -  J 175
 KB0238  PID         -  KB0238
 KB0238  STATE/COUNTY-  IL/CUMBERLAND
 KB0238  USGS QUAD   -  GREENUP (1985)
 KB0238
 KB0238                         *CURRENT SURVEY CONTROL
 KB0238  ___________________________________________________________________
 KB0238* NAD 83(1986)-  39 13 47.     (N)    088 09 33.     (W)     SCALED    
 KB0238* NAVD 88     -       177.744  (meters)     583.15   (feet)  ADJUSTED  
 KB0238  ___________________________________________________________________
 KB0238  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB0238  DYNAMIC HT  -         177.639 (meters)     582.80  (feet)  COMP
 KB0238  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 KB0238
 KB0238  VERT ORDER  -  FIRST     CLASS II
 KB0238
 KB0238.The horizontal coordinates were scaled from a topographic map and have
 KB0238.an estimated accuracy of +/- 6 seconds.
 KB0238
 KB0238.The orthometric height was determined by differential leveling
 KB0238.and adjusted by the National Geodetic Survey in June 1991..
 KB0238
 KB0238.The geoid height was determined by GEOID03.
 KB0238
 KB0238.The dynamic height is computed by dividing the NAVD 88
 KB0238.geopotential number by the normal gravity value computed on the
 KB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0238.degrees latitude (g = 980.6199 gals.).
 KB0238
 KB0238.The modeled gravity was interpolated from observed gravity values.
 KB0238
 KB0238;                    North         East    Units  Estimated Accuracy
 KB0238;SPC IL E     -   284,500.      315,040.      MT  (+/- 180 meters Scaled)
 KB0238
 KB0238                          SUPERSEDED SURVEY CONTROL
 KB0238
 KB0238  NGVD 29 (??/??/92)  177.804  (m)          583.35   (f) ADJ UNCH    1 2
 KB0238
 KB0238.Superseded values are not recommended for survey control.
 KB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0238.See file dsdata.txt to determine how the superseded data were derived.
 KB0238
 KB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ999429(NAD 83)
 KB0238_MARKER: P = PIPE CAP
 KB0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0238_STAMPING: J 175 1956
 KB0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0238+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KB0238
 KB0238  HISTORY     - Date     Condition        Report By
 KB0238  HISTORY     - 1956     MONUMENTED       CGS
 KB0238  HISTORY     - 20050215 GOOD             ILDT
 KB0238
 KB0238                          STATION DESCRIPTION
 KB0238
 KB0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0238'0.8 MI SE FROM GREENUP.
 KB0238'ABOUT 0.85 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0238'FROM THE STATION AT GREENUP, 62 FEET NORTH-NORTHEAST AND ACROSS
 KB0238'TRACK FROM MILE POST P 143, 46 FEET NORTHEAST OF NORTHEAST RAIL
 KB0238'AND ON THE OUTSIDE OF A CURVE IN TRACK, 1 FOOT SOUTHWEST OF A
 KB0238'FENCE LINE, 37 FEET NORTHEAST OF NORTHEAST END OF A 50-INCH IRON
 KB0238'PIPE CULVERT UNDER TRACK, 57 FEET EAST-SOUTHEAST OF A TELEPHONE
 KB0238'POLE WHICH IS AT THE SOUTHEAST END OF A CUT, 76 1/2 FEET
 KB0238'NORTH-NORTHWEST OF A TELEPHONE POLE WHICH IS AT THE NORTHWEST
 KB0238'END OF ANOTHER CUT, ABOUT LEVEL WITH TRACK AND IS A DISK ON TOP
 KB0238'OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.
 KB0238
 KB0238                          STATION RECOVERY (2005)
 KB0238
 KB0238'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0169 ***********************************************************************
 KB0169  DESIGNATION -  J 176
 KB0169  PID         -  KB0169
 KB0169  STATE/COUNTY-  IL/COLES
 KB0169  USGS QUAD   -  MATTOON EAST (1984)
 KB0169
 KB0169                         *CURRENT SURVEY CONTROL
 KB0169  ___________________________________________________________________
 KB0169* NAD 83(1997)-  39 28 57.52888(N)    088 16 55.86145(W)     ADJUSTED  
 KB0169* NAVD 88     -       215.752  (meters)     707.85   (feet)  ADJUSTED  
 KB0169  ___________________________________________________________________
 KB0169  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 KB0169  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB0169  DYNAMIC HT  -         215.628 (meters)     707.44  (feet)  COMP
 KB0169  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 KB0169
 KB0169  HORZ ORDER  -  SECOND
 KB0169  VERT ORDER  -  SECOND    CLASS 0
 KB0169
 KB0169.This mark is at Coles Co Mem Airport (MTO)
 KB0169
 KB0169.The horizontal coordinates were established by classical geodetic methods
 KB0169.and adjusted by the National Geodetic Survey in October 1999..
 KB0169
 KB0169.The orthometric height was determined by differential leveling
 KB0169.and adjusted by the National Geodetic Survey in June 1991..
 KB0169
 KB0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0169
 KB0169.The geoid height was determined by GEOID03.
 KB0169
 KB0169.The dynamic height is computed by dividing the NAVD 88
 KB0169.geopotential number by the normal gravity value computed on the
 KB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0169.degrees latitude (g = 980.6199 gals.).
 KB0169
 KB0169.The modeled gravity was interpolated from observed gravity values.
 KB0169
 KB0169;                    North         East     Units Scale Factor Converg.
 KB0169;SPC IL E     -   312,561.456   304,400.536   MT  0.99997524   +0 01 57.1
 KB0169;SPC IL E     - 1,025,462.04    998,687.43   sFT  0.99997524   +0 01 57.1
 KB0169;UTM  16      - 4,371,123.250   389,729.916   MT  0.99974971   -0 48 55.3
 KB0169
 KB0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0169!SPC IL E     -   0.99997119  x   0.99997524  =   0.99994643
 KB0169!UTM  16      -   0.99997119  x   0.99974971  =   0.99972091
 KB0169
 KB0169|---------------------------------------------------------------------|
 KB0169| PID    Reference Object                     Distance      Geod. Az  |
 KB0169|                                                           dddmmss.s |
 KB0169| KB1211 COLES AIRPORT RM 3                   54.680 METERS 11740     |
 KB0169| KB1210 MATTOON COLES CO AIRWAY BEACON       55.503 METERS 11749     |
 KB0169| KB1204 MATTOON BLAW KNOX CO WATER TK       APPROX. 4.9 KM 2745102.5 |
 KB0169| KB1203 MATTOON ANACONDA CO WATER TANK      APPROX. 4.6 KM 2754551.8 |
 KB0169| KB1207 COLES AIRPORT                       118.709 METERS 31800     |
 KB0169|---------------------------------------------------------------------|
 KB0169
 KB0169                          SUPERSEDED SURVEY CONTROL
 KB0169
 KB0169  NAD 83(1997)-  39 28 57.52887(N)    088 16 55.86147(W) AD(       ) 2
 KB0169  NAD 83(1986)-  39 28 57.53966(N)    088 16 55.85905(W) AD(       ) 2
 KB0169  NAD 27      -  39 28 57.41629(N)    088 16 55.70017(W) AD(       ) 2
 KB0169  NGVD 29 (??/??/92)  215.812  (m)          708.04   (f) ADJ UNCH    2 0
 KB0169
 KB0169.Superseded values are not recommended for survey control.
 KB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0169.See file dsdata.txt to determine how the superseded data were derived.
 KB0169
 KB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8973071123(NAD 83)
 KB0169_MARKER: DB = BENCH MARK DISK
 KB0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0169_STAMPING: J 176 1956
 KB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0169+STABILITY: SURFACE MOTION
 KB0169
 KB0169  HISTORY     - Date     Condition        Report By
 KB0169  HISTORY     - 1956     MONUMENTED       CGS
 KB0169  HISTORY     - 1973     GOOD             NGS
 KB0169  HISTORY     - 1980     GOOD             NGS
 KB0169  HISTORY     - 1980     GOOD             LOCSUR
 KB0169
 KB0169                          STATION DESCRIPTION
 KB0169
 KB0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0169'5.4 MI E FROM MATTOON.
 KB0169'ABOUT 3.55 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 KB0169'AND ST. LOUIS RAILWAY FROM THE STATION AT MATTOON, THENCE ABOUT
 KB0169'0.5 MILE SOUTH ALONG A PAVED ROAD LEADING TO LERNA, THENCE ABOUT
 KB0169'1.3 MILES EAST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.1 MILE
 KB0169'SOUTHEAST ALONG AIRPORT DRIVE TO COLES COUNTY AIRPORT, 235 FEET
 KB0169'WEST-NORTHWEST OF NORTHWEST CORNER OF OFFICE AND HANGAR BUILDING,
 KB0169'15 FEET NORTH OF WEST END OF A STEEL FENCE ALONG NORTH SIDE OF
 KB0169'PARKING LOT, 70 FEET WEST OF SOUTHWEST LEG OF AN AIRWAY BEACON
 KB0169'LIGHT, 24 FEET NORTHWEST OF WEST POLE OF TWO TALL WOODEN ANTENNA
 KB0169'POLES, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF
 KB0169'A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 KB0169'POST PROJECTING 3 INCHES.
 KB0169
 KB0169                          STATION RECOVERY (1973)
 KB0169
 KB0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0169'RECOVERED IN GOOD CONDITION.
 KB0169
 KB0169                          STATION RECOVERY (1980)
 KB0169
 KB0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB0169'THE STATION IS LOCATED ABOUT 8.8 KM (5-1/2 MI) WEST OF
 KB0169'CHARLESTON, 8.0 KM (5 MI) EAST OF MATTOON, AND ON THE
 KB0169'PROPERTY OF THE COLES COUNTY MEMORIAL AIRPORT.  PERMISSION
 KB0169'TO USE THE STATION WAS OBTAINED FROM COLONEL JOHN FARRAR,
 KB0169'AIRPORT MANAGER, P.O. BOX 508, MATTOON, IL 61938.
 KB0169'TELEPHONE NUMBER 217-235-0586.
 KB0169'
 KB0169'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KB0169'HIGHWAY 57 AND STATE HIGHWAY 16, ABOUT 4.8 KM (3 MI) EAST
 KB0169'OF MATTOON, GO EAST ON HIGHWAY 16 FOR 1.04 KM (0.65 MI) TO
 KB0169'A CROSSROAD.  CONTINUE EAST ON HIGHWAY 16 FOR 2.2 KM
 KB0169'(1.4 MI) TO THE ENTRANCE TO THE COLES COUNTY MEMORIAL
 KB0169'AIRPORT.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR
 KB0169'0.16 KM (0.1 MI) TO THE STATION ON THE LEFT.
 KB0169'
 KB0169'THE STATION IS A STANDARD CGS BENCH MARK DISK
 KB0169'STAMPED---J 176 1956---,
 KB0169'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB0169'FLUSH WITH GROUND.  IT IS LOCATED
 KB0169'9.0 METERS (29.5 FT) NORTHEAST FROM THE EDGE OF THE PAVEMENT,
 KB0169'7.2 METERS (23.61 FT) NORTHWEST FROM A POWER POLE,
 KB0169'4.55 METERS (14.9 FT) NORTH FROM A FENCE CORNER,
 KB0169'0.31 METER (1.0 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST AND
 KB0169'0.24 METER (0.85 FT) WEST FROM A FENCE.
 KB0169'
 KB0169'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 KB0169'EDM TIES WERE MADE TO TRIANGULATION STATIONS COLES AIRPORT
 KB0169'AND COLES AIRPORT RM 3.
 KB0169
 KB0169                          STATION RECOVERY (1980)
 KB0169
 KB0169'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KB0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0031 ***********************************************************************
 KB0031  DESIGNATION -  J 177
 KB0031  PID         -  KB0031
 KB0031  STATE/COUNTY-  IL/COLES
 KB0031  USGS QUAD   -  ASHMORE (1982)
 KB0031
 KB0031                         *CURRENT SURVEY CONTROL
 KB0031  ___________________________________________________________________
 KB0031* NAD 83(1986)-  39 36 58.     (N)    088 04 52.     (W)     SCALED    
 KB0031* NAVD 88     -       202.354  (meters)     663.89   (feet)  ADJUSTED  
 KB0031  ___________________________________________________________________
 KB0031  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0031  DYNAMIC HT  -         202.242 (meters)     663.52  (feet)  COMP
 KB0031  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 KB0031
 KB0031  VERT ORDER  -  FIRST     CLASS II
 KB0031
 KB0031.The horizontal coordinates were scaled from a topographic map and have
 KB0031.an estimated accuracy of +/- 6 seconds.
 KB0031
 KB0031.The orthometric height was determined by differential leveling
 KB0031.and adjusted by the National Geodetic Survey in June 1991..
 KB0031
 KB0031.The geoid height was determined by GEOID03.
 KB0031
 KB0031.The dynamic height is computed by dividing the NAVD 88
 KB0031.geopotential number by the normal gravity value computed on the
 KB0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0031.degrees latitude (g = 980.6199 gals.).
 KB0031
 KB0031.The modeled gravity was interpolated from observed gravity values.
 KB0031
 KB0031;                    North         East    Units  Estimated Accuracy
 KB0031;SPC IL E     -   327,410.      321,660.      MT  (+/- 180 meters Scaled)
 KB0031
 KB0031                          SUPERSEDED SURVEY CONTROL
 KB0031
 KB0031  NGVD 29 (??/??/92)  202.433  (m)          664.15   (f) ADJ UNCH    1 2
 KB0031
 KB0031.Superseded values are not recommended for survey control.
 KB0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0031.See file dsdata.txt to determine how the superseded data were derived.
 KB0031
 KB0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ072857(NAD 83)
 KB0031_MARKER: DB = BENCH MARK DISK
 KB0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0031_STAMPING: J 177 1956
 KB0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0031+STABILITY: SURFACE MOTION
 KB0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0031+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 KB0031
 KB0031  HISTORY     - Date     Condition        Report By
 KB0031  HISTORY     - 1956     MONUMENTED       CGS
 KB0031  HISTORY     - 1973     GOOD             ILHD
 KB0031  HISTORY     - 20050304 GOOD             ILDT
 KB0031
 KB0031                          STATION DESCRIPTION
 KB0031
 KB0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0031'4.2 MI SW FROM OAKLAND.
 KB0031'ABOUT 4.2 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0031'LOUIS RAILROAD FROM THE STATION AT OAKLAND, AT AN EAST-WEST
 KB0031'GRAVEL ROAD CROSSING, 36 FEET SOUTHEAST OF SOUTHEAST RAIL, 30
 KB0031'FEET NORTH OF CENTER LINE OF GRAVEL ROAD, 36 FEET SOUTH-SOUTHWEST
 KB0031'OF TELEPHONE POLE NO. 307/31, 36 1/2 FEET EAST OF CROSSING SIGN,
 KB0031'2 FEET NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A WHITE
 KB0031'WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET
 KB0031'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- 2 1/2
 KB0031'FEET NORTH OF FENCE CORNER.
 KB0031
 KB0031                          STATION RECOVERY (1973)
 KB0031
 KB0031'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0031'RECOVERED IN GOOD CONDITION.
 KB0031
 KB0031                          STATION RECOVERY (2005)
 KB0031
 KB0031'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0031'TO REACH FROM THE INTERSECTION OF CR 2100E AND 1650N, GO EAST ALONG
 KB0031'1650N +- 300' TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1507 ***********************************************************************
 KA1507  DESIGNATION -  J 178
 KA1507  PID         -  KA1507
 KA1507  STATE/COUNTY-  IL/EDGAR
 KA1507  USGS QUAD   -  PARIS NORTH (1979)
 KA1507
 KA1507                         *CURRENT SURVEY CONTROL
 KA1507  ___________________________________________________________________
 KA1507* NAD 83(1986)-  39 39 06.     (N)    087 43 06.     (W)     SCALED    
 KA1507* NAVD 88     -       207.148  (meters)     679.62   (feet)  ADJUSTED  
 KA1507  ___________________________________________________________________
 KA1507  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KA1507  DYNAMIC HT  -         207.040 (meters)     679.26  (feet)  COMP
 KA1507  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 KA1507
 KA1507  VERT ORDER  -  FIRST     CLASS II
 KA1507
 KA1507.The horizontal coordinates were scaled from a topographic map and have
 KA1507.an estimated accuracy of +/- 6 seconds.
 KA1507
 KA1507.The orthometric height was determined by differential leveling
 KA1507.and adjusted by the National Geodetic Survey in June 1991..
 KA1507
 KA1507.The geoid height was determined by GEOID03.
 KA1507
 KA1507.The dynamic height is computed by dividing the NAVD 88
 KA1507.geopotential number by the normal gravity value computed on the
 KA1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1507.degrees latitude (g = 980.6199 gals.).
 KA1507
 KA1507.The modeled gravity was interpolated from observed gravity values.
 KA1507
 KA1507;                    North         East    Units  Estimated Accuracy
 KA1507;SPC IL E     -   331,510.      352,780.      MT  (+/- 180 meters Scaled)
 KA1507
 KA1507                          SUPERSEDED SURVEY CONTROL
 KA1507
 KA1507  NGVD 29 (??/??/92)  207.242  (m)          679.93   (f) ADJ UNCH    1 2
 KA1507
 KA1507.Superseded values are not recommended for survey control.
 KA1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1507.See file dsdata.txt to determine how the superseded data were derived.
 KA1507
 KA1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ383893(NAD 83)
 KA1507_MARKER: DB = BENCH MARK DISK
 KA1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1507_STAMPING: J 178 1956
 KA1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1507+STABILITY: SURFACE MOTION
 KA1507
 KA1507  HISTORY     - Date     Condition        Report By
 KA1507  HISTORY     - 1956     MONUMENTED       CGS
 KA1507
 KA1507                          STATION DESCRIPTION
 KA1507
 KA1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1507'3.6 MI NW FROM PARIS.
 KA1507'ABOUT 0.45 MILE WEST ALONG WEST COURT STREET FROM THE COURT HOUSE
 KA1507'AT PARIS, THENCE ABOUT 1.55 MILES NORTH ALONG THE NEW YORK
 KA1507'CENTRAL RAILROAD, THENCE ABOUT 1.6 MILES NORTHWEST AND NORTH
 KA1507'ALONG A BRICK SURFACED ROAD, AT MORRIS AIRPORT, IN SECTION 23,
 KA1507'T.14 N., R.12 W., 98 FEET SOUTHWEST AND ACROSS A DRIVE FROM THE
 KA1507'SOUTHWEST CORNER OF A.E. MORRIS RESIDENCE, 81 FEET SOUTHWEST AND
 KA1507'ACROSS A DRIVE FROM A WELL WITH PUMP, 101 FEET NORTH-NORTHWEST
 KA1507'OF NORTHWEST CORNER OF A BARN, 18 1/2 FEET SOUTH OF SOUTHEAST
 KA1507'CORNER OF A GARAGE, 25 FEET WEST OF CENTER LINE OF DRIVE, 2
 KA1507'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER AND SET IN THE TOP
 KA1507'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0117 ***********************************************************************
 NG0117  DESIGNATION -  J 18 RESET 1955
 NG0117  PID         -  NG0117
 NG0117  STATE/COUNTY-  IL/COOK
 NG0117  USGS QUAD   -  EVANSTON (1995)
 NG0117
 NG0117                         *CURRENT SURVEY CONTROL
 NG0117  ___________________________________________________________________
 NG0117* NAD 83(1986)-  42 03 08.     (N)    087 41 16.     (W)     SCALED    
 NG0117* NAVD 88     -       189.433  (meters)     621.50   (feet)  ADJUSTED  
 NG0117  ___________________________________________________________________
 NG0117  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NG0117  DYNAMIC HT  -         189.371 (meters)     621.29  (feet)  COMP
 NG0117  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 NG0117
 NG0117  VERT ORDER  -  FIRST     CLASS 0
 NG0117
 NG0117.The horizontal coordinates were scaled from a topographic map and have
 NG0117.an estimated accuracy of +/- 6 seconds.
 NG0117
 NG0117.The orthometric height was determined by differential leveling
 NG0117.and adjusted by the National Geodetic Survey in June 1991..
 NG0117
 NG0117.The geoid height was determined by GEOID03.
 NG0117
 NG0117.The dynamic height is computed by dividing the NAVD 88
 NG0117.geopotential number by the normal gravity value computed on the
 NG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0117.degrees latitude (g = 980.6199 gals.).
 NG0117
 NG0117.The modeled gravity was interpolated from observed gravity values.
 NG0117
 NG0117;                    North         East    Units  Estimated Accuracy
 NG0117;SPC IL E     -   598,110.      353,440.      MT  (+/- 180 meters Scaled)
 NG0117
 NG0117                          SUPERSEDED SURVEY CONTROL
 NG0117
 NG0117  NGVD 29 (??/??/??)  189.52   (m)          621.8    (f) RESET       3  
 NG0117
 NG0117.Superseded values are not recommended for survey control.
 NG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0117.See file dsdata.txt to determine how the superseded data were derived.
 NG0117
 NG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM430558(NAD 83)
 NG0117_MARKER: DB = BENCH MARK DISK
 NG0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0117_SP_SET: ABUTMENT
 NG0117_STAMPING: J 18 RESET 1955
 NG0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0117
 NG0117  HISTORY     - Date     Condition        Report By
 NG0117  HISTORY     - 1955     MONUMENTED       CGS
 NG0117  HISTORY     - 1973     GOOD             NGS
 NG0117  HISTORY     - 19951119 MARK NOT FOUND   USPSQD
 NG0117
 NG0117                          STATION DESCRIPTION
 NG0117
 NG0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0117'AT EVANSTON.
 NG0117'1.5 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0117'FROM THE MAIN STREET RAILWAY STATION AT EVANSTON, AT THE EMERSON
 NG0117'STREET UNDERPASS 28.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 NG0117'THE MOST NORTHEASTERLY ONE OF 3 MAIN TRACKS, 10. FEET NORTHEAST
 NG0117'OF THE NORTHEAST RAIL OF A SPUR TRACK, 2.5 FEET NORTH OF THE
 NG0117'NORTH CORNER OF NORTHWEST END OF THE NORTHEAST STEEL GIRDER
 NG0117'RAIL, SET IN TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 NG0117'ABUTMENT OF BRIDGE, 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS.
 NG0117'SECTION 18, T 41 N, R 14 E.
 NG0117
 NG0117                          STATION RECOVERY (1995)
 NG0117
 NG0117'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0077 ***********************************************************************
 JB0077  DESIGNATION -  J 181
 JB0077  PID         -  JB0077
 JB0077  STATE/COUNTY-  IL/JASPER
 JB0077  USGS QUAD   -  NEWTON (1985)
 JB0077
 JB0077                         *CURRENT SURVEY CONTROL
 JB0077  ___________________________________________________________________
 JB0077* NAD 83(1986)-  38 58 38.     (N)    088 09 06.     (W)     SCALED    
 JB0077* NAVD 88     -       160.947  (meters)     528.04   (feet)  ADJUSTED  
 JB0077  ___________________________________________________________________
 JB0077  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JB0077  DYNAMIC HT  -         160.851 (meters)     527.73  (feet)  COMP
 JB0077  MODELED GRAV-     980,026.3   (mgal)                       NAVD 88
 JB0077
 JB0077  VERT ORDER  -  FIRST     CLASS II
 JB0077
 JB0077.The horizontal coordinates were scaled from a topographic map and have
 JB0077.an estimated accuracy of +/- 6 seconds.
 JB0077
 JB0077.The orthometric height was determined by differential leveling
 JB0077.and adjusted by the National Geodetic Survey in June 1991..
 JB0077
 JB0077.The geoid height was determined by GEOID03.
 JB0077
 JB0077.The dynamic height is computed by dividing the NAVD 88
 JB0077.geopotential number by the normal gravity value computed on the
 JB0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0077.degrees latitude (g = 980.6199 gals.).
 JB0077
 JB0077.The modeled gravity was interpolated from observed gravity values.
 JB0077
 JB0077;                    North         East    Units  Estimated Accuracy
 JB0077;SPC IL E     -   256,470.      315,740.      MT  (+/- 180 meters Scaled)
 JB0077
 JB0077                          SUPERSEDED SURVEY CONTROL
 JB0077
 JB0077  NGVD 29 (??/??/92)  161.015  (m)          528.26   (f) ADJ UNCH    1 2
 JB0077
 JB0077.Superseded values are not recommended for survey control.
 JB0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0077.See file dsdata.txt to determine how the superseded data were derived.
 JB0077
 JB0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ002148(NAD 83)
 JB0077_MARKER: DB = BENCH MARK DISK
 JB0077_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB0077_SP_SET: 18 FEET
 JB0077_STAMPING: J 181 1956
 JB0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0077
 JB0077  HISTORY     - Date     Condition        Report By
 JB0077  HISTORY     - 1956     MONUMENTED       CGS
 JB0077  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0077
 JB0077                          STATION DESCRIPTION
 JB0077
 JB0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0077'0.8 MI S FROM NEWTON.
 JB0077'0.8 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0077'STATION AT NEWTON, ABOUT 3 TELEPHONE POLES NORTHWEST OF MILE POST
 JB0077'P 161, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 17 FEET
 JB0077'WEST-SOUTHWEST OF NEAR RAIL OF MAIN TRACK, 118 FEET NORTHWEST OF
 JB0077'CENTER OF CROSSING OF TRACK AND NORTH-SOUTH ROAD, 32 1/2 FEET
 JB0077'SOUTHEAST OF A TELEPHONE POLE WITH A BRANCH WIRE TO A RAILROAD
 JB0077'TELEPHONE BOOTH, 10 FEET NORTHWEST OF NORTH CORNER OF TELEPHONE
 JB0077'BOOTH, 10 1/2 FEET SOUTHWEST OF A SWITCH STAND TO A SIDING
 JB0077'EXTENDING NORTHWEST, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 JB0077'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND IS A DISK
 JB0077'ON TOP OF A COPPER COATED STEEL ROD ABOUT FLUSH WITH GROUND AND
 JB0077'PROTECTED BY A 4-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD
 JB0077'WAS DRIVEN TO REFUSAL AT A DEPTH OF 18 FEET-THREE INCHES.
 JB0077
 JB0077                          STATION RECOVERY (1983)
 JB0077
 JB0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1316 ***********************************************************************
 KA1316  DESIGNATION -  J 182
 KA1316  PID         -  KA1316
 KA1316  STATE/COUNTY-  IL/CRAWFORD
 KA1316  USGS QUAD   -  HUTSONVILLE (1987)
 KA1316
 KA1316                         *CURRENT SURVEY CONTROL
 KA1316  ___________________________________________________________________
 KA1316* NAD 83(1986)-  39 05 57.     (N)    087 38 21.     (W)     SCALED    
 KA1316* NAVD 88     -       137.325  (meters)     450.54   (feet)  ADJUSTED  
 KA1316  ___________________________________________________________________
 KA1316  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KA1316  DYNAMIC HT  -         137.244 (meters)     450.27  (feet)  COMP
 KA1316  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 KA1316
 KA1316  VERT ORDER  -  FIRST     CLASS II
 KA1316
 KA1316.The horizontal coordinates were scaled from a topographic map and have
 KA1316.an estimated accuracy of +/- 6 seconds.
 KA1316
 KA1316.The orthometric height was determined by differential leveling
 KA1316.and adjusted by the National Geodetic Survey in June 1991..
 KA1316
 KA1316.The geoid height was determined by GEOID03.
 KA1316
 KA1316.The dynamic height is computed by dividing the NAVD 88
 KA1316.geopotential number by the normal gravity value computed on the
 KA1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1316.degrees latitude (g = 980.6199 gals.).
 KA1316
 KA1316.The modeled gravity was interpolated from observed gravity values.
 KA1316
 KA1316;                    North         East    Units  Estimated Accuracy
 KA1316;SPC IL E     -   270,220.      360,050.      MT  (+/- 180 meters Scaled)
 KA1316
 KA1316                          SUPERSEDED SURVEY CONTROL
 KA1316
 KA1316  NGVD 29 (??/??/92)  137.453  (m)          450.96   (f) ADJ UNCH    1 2
 KA1316
 KA1316.Superseded values are not recommended for survey control.
 KA1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1316.See file dsdata.txt to determine how the superseded data were derived.
 KA1316
 KA1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ447279(NAD 83)
 KA1316_MARKER: DB = BENCH MARK DISK
 KA1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1316_STAMPING: J 182 1956
 KA1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1316+STABILITY: SURFACE MOTION
 KA1316
 KA1316  HISTORY     - Date     Condition        Report By
 KA1316  HISTORY     - 1956     MONUMENTED       CGS
 KA1316
 KA1316                          STATION DESCRIPTION
 KA1316
 KA1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1316'1.2 MI SE FROM HUTSONVILLE.
 KA1316'1.2 MILES SOUTHEAST ALONG LINCOLN NATIONAL MEMORIAL HIGHWAY FROM
 KA1316'THE SCHOOL AT HUTSONVILLE, ABOUT 0.15 MILE NORTHWEST OF AN
 KA1316'ENTRANCE TO A LARGE GRAVEL PIT ON SOUTHWEST SIDE OF HIGHWAY, AT
 KA1316'THE JUNCTION OF A GRAVEL ROAD WEST, 72 FEET SOUTHWEST OF CENTER
 KA1316'LINE OF HIGHWAY, 84 FEET WEST-SOUTHWEST OF CENTER OF JUNCTION,
 KA1316'31 FEET SOUTH OF CENTER LINE OF ROAD WEST, 29 FEET EAST-SOUTHEAST
 KA1316'OF A TELEPHONE POLE, 29 FEET NORTHEAST OF A FENCE LINE, 7 FEET
 KA1316'WEST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 KA1316'POST, ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 KA1316'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1288 ***********************************************************************
 KA1288  DESIGNATION -  J 183
 KA1288  PID         -  KA1288
 KA1288  STATE/COUNTY-  IL/CLARK
 KA1288  USGS QUAD   -  HUTTON (1983)
 KA1288
 KA1288                         *CURRENT SURVEY CONTROL
 KA1288  ___________________________________________________________________
 KA1288* NAD 83(1986)-  39 15 03.     (N)    087 36 34.     (W)     SCALED    
 KA1288* NAVD 88     -       138.043  (meters)     452.90   (feet)  ADJUSTED  
 KA1288  ___________________________________________________________________
 KA1288  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KA1288  DYNAMIC HT  -         137.963 (meters)     452.63  (feet)  COMP
 KA1288  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 KA1288
 KA1288  VERT ORDER  -  FIRST     CLASS II
 KA1288
 KA1288.The horizontal coordinates were scaled from a topographic map and have
 KA1288.an estimated accuracy of +/- 6 seconds.
 KA1288
 KA1288.The orthometric height was determined by differential leveling
 KA1288.and adjusted by the National Geodetic Survey in June 1991..
 KA1288
 KA1288.The geoid height was determined by GEOID03.
 KA1288
 KA1288.The dynamic height is computed by dividing the NAVD 88
 KA1288.geopotential number by the normal gravity value computed on the
 KA1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1288.degrees latitude (g = 980.6199 gals.).
 KA1288
 KA1288.The modeled gravity was interpolated from observed gravity values.
 KA1288
 KA1288;                    North         East    Units  Estimated Accuracy
 KA1288;SPC IL E     -   287,070.      362,490.      MT  (+/- 180 meters Scaled)
 KA1288
 KA1288                          SUPERSEDED SURVEY CONTROL
 KA1288
 KA1288  NGVD 29 (??/??/92)  138.159  (m)          453.28   (f) ADJ UNCH    1 2
 KA1288
 KA1288.Superseded values are not recommended for survey control.
 KA1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1288.See file dsdata.txt to determine how the superseded data were derived.
 KA1288
 KA1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ474447(NAD 83)
 KA1288_MARKER: DB = BENCH MARK DISK
 KA1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1288_STAMPING: J 183 1956
 KA1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1288+STABILITY: SURFACE MOTION
 KA1288
 KA1288  HISTORY     - Date     Condition        Report By
 KA1288  HISTORY     - 1956     MONUMENTED       CGS
 KA1288  HISTORY     - 19950803 MARK NOT FOUND   USPSQD
 KA1288  HISTORY     - 20050210 MARK NOT FOUND   ILDT
 KA1288
 KA1288                          STATION DESCRIPTION
 KA1288
 KA1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1288'2.2 MI S FROM DARWIN.
 KA1288'2.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CEMETERY AT DARWIN,
 KA1288'ABOUT 0.6 MILE SOUTH OF A CROSSROAD, AT A RIGHT ANGLE CURVE IN
 KA1288'ROAD WITH TANGENTS EXTENDING NORTH AND EAST, 36 FEET SOUTHWEST
 KA1288'OF CENTER LINE OF ROAD, 4 FEET EAST OF THE EXTENDED CENTER LINE
 KA1288'OF NORTH TANGENT, 7 FEET SOUTH OF EXTENDED CENTER LINE OF EAST
 KA1288'TANGENT, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 KA1288'1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA1288'PROJECTING 4 INCHES.
 KA1288
 KA1288                          STATION RECOVERY (1995)
 KA1288
 KA1288'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1288'MARK NOT FOUND.
 KA1288
 KA1288                          STATION RECOVERY (2005)
 KA1288
 KA1288'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1460 ***********************************************************************
 KA1460  DESIGNATION -  J 184
 KA1460  PID         -  KA1460
 KA1460  STATE/COUNTY-  IL/EDGAR
 KA1460  USGS QUAD   -  NEWMAN (1982)
 KA1460
 KA1460                         *CURRENT SURVEY CONTROL
 KA1460  ___________________________________________________________________
 KA1460* NAD 83(1986)-  39 47 30.     (N)    087 52 31.     (W)     SCALED    
 KA1460* NAVD 88     -       197.374  (meters)     647.55   (feet)  ADJUSTED  
 KA1460  ___________________________________________________________________
 KA1460  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KA1460  DYNAMIC HT  -         197.270 (meters)     647.21  (feet)  COMP
 KA1460  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 KA1460
 KA1460  VERT ORDER  -  FIRST     CLASS II
 KA1460
 KA1460.The horizontal coordinates were scaled from a topographic map and have
 KA1460.an estimated accuracy of +/- 6 seconds.
 KA1460
 KA1460.The orthometric height was determined by differential leveling
 KA1460.and adjusted by the National Geodetic Survey in June 1991..
 KA1460
 KA1460.The geoid height was determined by GEOID03.
 KA1460
 KA1460.The dynamic height is computed by dividing the NAVD 88
 KA1460.geopotential number by the normal gravity value computed on the
 KA1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1460.degrees latitude (g = 980.6199 gals.).
 KA1460
 KA1460.The modeled gravity was interpolated from observed gravity values.
 KA1460
 KA1460;                    North         East    Units  Estimated Accuracy
 KA1460;SPC IL E     -   346,970.      339,230.      MT  (+/- 180 meters Scaled)
 KA1460
 KA1460                          SUPERSEDED SURVEY CONTROL
 KA1460
 KA1460  NGVD 29 (??/??/92)  197.446  (m)          647.79   (f) ADJ UNCH    1 2
 KA1460
 KA1460.Superseded values are not recommended for survey control.
 KA1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1460.See file dsdata.txt to determine how the superseded data were derived.
 KA1460
 KA1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK250050(NAD 83)
 KA1460_MARKER: DB = BENCH MARK DISK
 KA1460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1460_SP_SET: 26 FEET
 KA1460_STAMPING: J 184 1956
 KA1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1460
 KA1460  HISTORY     - Date     Condition        Report By
 KA1460  HISTORY     - 1956     MONUMENTED       CGS
 KA1460  HISTORY     - 1980     MARK NOT FOUND   USGS
 KA1460
 KA1460                          STATION DESCRIPTION
 KA1460
 KA1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1460'0.8 MI SW FROM HUME.
 KA1460'ABOUT 0.4 MILE SOUTH ALONG A PAVED STREET FROM THE WATER TOWER
 KA1460'AT HUME, THENCE ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 36,
 KA1460'AT THE JUNCTION OF A GRAVEL ROAD SOUTH, NEAR THE NORTHEAST
 KA1460'CORNER OF SECTION 5, T.15 N., R.13 W., 64 FEET SOUTH OF CENTER
 KA1460'LINE OF HIGHWAY, 59 FEET WEST OF CENTER LINE OF ROAD SOUTH, 88
 KA1460'FEET SOUTHWEST OF CENTER OF JUNCTION, 47 FEET SOUTHWEST OF WEST
 KA1460'END OF THE SOUTH CONCRETE HEAD WALL OF A 4-FOOT CONCRETE BOX
 KA1460'CULVERT UNDER HIGHWAY, 37 FEET WEST OF A FENCE CORNER, 1 FOOT
 KA1460'NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 KA1460'POST, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND IS A DISK ON TOP
 KA1460'OF A COPPER COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED
 KA1460'BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN
 KA1460'TO REFUSAL AT A DEPTH OF 26 FEET 1 INCH.
 KA1460
 KA1460                          STATION RECOVERY (1980)
 KA1460
 KA1460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KA1460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1229 ***********************************************************************
 MF1229  DESIGNATION -  J 19
 MF1229  PID         -  MF1229
 MF1229  STATE/COUNTY-  IL/KANE
 MF1229  USGS QUAD   -  GENEVA (1993)
 MF1229
 MF1229                         *CURRENT SURVEY CONTROL
 MF1229  ___________________________________________________________________
 MF1229* NAD 83(1986)-  41 59 10.     (N)    088 17 52.     (W)     SCALED    
 MF1229* NAVD 88     -       238.242  (meters)     781.63   (feet)  ADJUSTED  
 MF1229  ___________________________________________________________________
 MF1229  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MF1229  DYNAMIC HT  -         238.162 (meters)     781.37  (feet)  COMP
 MF1229  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 MF1229
 MF1229  VERT ORDER  -  SECOND    CLASS 0
 MF1229
 MF1229.The horizontal coordinates were scaled from a topographic map and have
 MF1229.an estimated accuracy of +/- 6 seconds.
 MF1229
 MF1229.The orthometric height was determined by differential leveling
 MF1229.and adjusted by the National Geodetic Survey in June 1991..
 MF1229
 MF1229.The geoid height was determined by GEOID03.
 MF1229
 MF1229.The dynamic height is computed by dividing the NAVD 88
 MF1229.geopotential number by the normal gravity value computed on the
 MF1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1229.degrees latitude (g = 980.6199 gals.).
 MF1229
 MF1229.The modeled gravity was interpolated from observed gravity values.
 MF1229
 MF1229;                    North         East    Units  Estimated Accuracy
 MF1229;SPC IL E     -   590,560.      302,950.      MT  (+/- 180 meters Scaled)
 MF1229
 MF1229                          SUPERSEDED SURVEY CONTROL
 MF1229
 MF1229  NGVD 29 (??/??/92)  238.318  (m)          781.88   (f) ADJ UNCH    2 0
 MF1229
 MF1229.Superseded values are not recommended for survey control.
 MF1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1229.See file dsdata.txt to determine how the superseded data were derived.
 MF1229
 MF1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM924490(NAD 83)
 MF1229_MARKER: DB = BENCH MARK DISK
 MF1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1229_STAMPING: J 19 1934
 MF1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1229+STABILITY: SURFACE MOTION
 MF1229
 MF1229  HISTORY     - Date     Condition        Report By
 MF1229  HISTORY     - 1934     MONUMENTED       CGS
 MF1229  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 MF1229
 MF1229                          STATION DESCRIPTION
 MF1229
 MF1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1229'4 MI S FROM ELGIN.
 MF1229'4.0 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE CITY HALL AT
 MF1229'ELGIN, KANE COUNTY, AT THE TOP OF A LONG HILL, 84 YARDS SOUTH OF
 MF1229'THE CENTER OF THE JUNCTION OF A FARM ENTRANCE, 27 FEET WEST OF
 MF1229'THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF THE RIGHT-OF-WAY
 MF1229'FENCE, AND LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED J 19
 MF1229'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF1229
 MF1229                          STATION RECOVERY (1998)
 MF1229
 MF1229'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0289 ***********************************************************************
 MG0289  DESIGNATION -  J 190
 MG0289  PID         -  MG0289
 MG0289  STATE/COUNTY-  IL/HENRY
 MG0289  USGS QUAD   -  ATKINSON (1991)
 MG0289
 MG0289                         *CURRENT SURVEY CONTROL
 MG0289  ___________________________________________________________________
 MG0289* NAD 83(1986)-  41 24 50.     (N)    090 07 28.     (W)     SCALED    
 MG0289* NAVD 88     -       201.997  (meters)     662.72   (feet)  ADJUSTED  
 MG0289  ___________________________________________________________________
 MG0289  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0289  DYNAMIC HT  -         201.917 (meters)     662.46  (feet)  COMP
 MG0289  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 MG0289
 MG0289  VERT ORDER  -  SECOND    CLASS 0
 MG0289
 MG0289.The horizontal coordinates were scaled from a topographic map and have
 MG0289.an estimated accuracy of +/- 6 seconds.
 MG0289
 MG0289.The orthometric height was determined by differential leveling
 MG0289.and adjusted by the National Geodetic Survey in June 1991..
 MG0289
 MG0289.The geoid height was determined by GEOID03.
 MG0289
 MG0289.The dynamic height is computed by dividing the NAVD 88
 MG0289.geopotential number by the normal gravity value computed on the
 MG0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0289.degrees latitude (g = 980.6199 gals.).
 MG0289
 MG0289.The modeled gravity was interpolated from observed gravity values.
 MG0289
 MG0289;                    North         East    Units  Estimated Accuracy
 MG0289;SPC IL W     -   526,990.      703,530.      MT  (+/- 180 meters Scaled)
 MG0289
 MG0289                          SUPERSEDED SURVEY CONTROL
 MG0289
 MG0289  NGVD 29 (??/??/92)  202.075  (m)          662.97   (f) ADJ UNCH    2 0
 MG0289
 MG0289.Superseded values are not recommended for survey control.
 MG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0289.See file dsdata.txt to determine how the superseded data were derived.
 MG0289
 MG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF403886(NAD 83)
 MG0289_MARKER: DB = BENCH MARK DISK
 MG0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0289_STAMPING: J 190 1959
 MG0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0289+STABILITY: SURFACE MOTION
 MG0289
 MG0289  HISTORY     - Date     Condition        Report By
 MG0289  HISTORY     - 1959     MONUMENTED       CGS
 MG0289  HISTORY     - 19880405 MARK NOT FOUND   USPSQD
 MG0289  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 MG0289  HISTORY     - 20010919 MARK NOT FOUND   USPSQD
 MG0289  HISTORY     - 20040303 GOOD             USPSQD
 MG0289
 MG0289                          STATION DESCRIPTION
 MG0289
 MG0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0289'4.2 MI SE FROM GENESEO.
 MG0289'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 82 FROM ITS JUNCTION
 MG0289'WITH U.S. HIGHWAY 6 IN THE SOUTHERN PART OF GENESEO, THENCE 1.95
 MG0289'MILES EAST ALONG BLACKTOP ROAD, THENCE 0.2 MILES NORTH ALONG
 MG0289'BLACKTOP ROAD, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.6
 MG0289'FEET SOUTH OF TELEPHONE POLE WHICH IS THE FIRST POLE NORTH OF THE
 MG0289'CROSSING OF THE POWER LINE, IT IS ALSO THE FIRST POLE SOUTH OF THE
 MG0289'BREAK IN THE GRADE, 1 FOOT WEST OF FENCE LINE, 2.1 FEET EAST OF
 MG0289'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 MG0289'OF A CONCRETE POST FLUSH WITH THE GROUND.
 MG0289
 MG0289                          STATION RECOVERY (1988)
 MG0289
 MG0289'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0289'MARK NOT FOUND.
 MG0289
 MG0289                          STATION RECOVERY (1996)
 MG0289
 MG0289'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0289'MARK NOT FOUND.
 MG0289
 MG0289                          STATION RECOVERY (2001)
 MG0289
 MG0289'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0289'MARK NOT FOUND.
 MG0289
 MG0289                          STATION RECOVERY (2004)
 MG0289
 MG0289'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1006 ***********************************************************************
 MF1006  DESIGNATION -  J 191
 MF1006  PID         -  MF1006
 MF1006  STATE/COUNTY-  IL/BUREAU
 MF1006  USGS QUAD   -  NEPONSET (1994)
 MF1006
 MF1006                         *CURRENT SURVEY CONTROL
 MF1006  ___________________________________________________________________
 MF1006* NAD 83(1986)-  41 22 28.     (N)    089 45 39.     (W)     SCALED    
 MF1006* NAVD 88     -       197.352  (meters)     647.48   (feet)  ADJUSTED  
 MF1006  ___________________________________________________________________
 MF1006  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1006  DYNAMIC HT  -         197.272 (meters)     647.22  (feet)  COMP
 MF1006  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 MF1006
 MF1006  VERT ORDER  -  SECOND    CLASS 0
 MF1006
 MF1006.The horizontal coordinates were scaled from a topographic map and have
 MF1006.an estimated accuracy of +/- 6 seconds.
 MF1006
 MF1006.The orthometric height was determined by differential leveling
 MF1006.and adjusted by the National Geodetic Survey in June 1991..
 MF1006
 MF1006.The geoid height was determined by GEOID03.
 MF1006
 MF1006.The dynamic height is computed by dividing the NAVD 88
 MF1006.geopotential number by the normal gravity value computed on the
 MF1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1006.degrees latitude (g = 980.6199 gals.).
 MF1006
 MF1006.The modeled gravity was interpolated from observed gravity values.
 MF1006
 MF1006;                    North         East    Units  Estimated Accuracy
 MF1006;SPC IL W     -   522,690.      733,950.      MT  (+/- 180 meters Scaled)
 MF1006
 MF1006                          SUPERSEDED SURVEY CONTROL
 MF1006
 MF1006  NGVD 29 (??/??/92)  197.431  (m)          647.74   (f) ADJ UNCH    2 0
 MF1006
 MF1006.Superseded values are not recommended for survey control.
 MF1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1006.See file dsdata.txt to determine how the superseded data were derived.
 MF1006
 MF1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL691840(NAD 83)
 MF1006_MARKER: DB = BENCH MARK DISK
 MF1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1006_STAMPING: J 191 1959
 MF1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1006+STABILITY: SURFACE MOTION
 MF1006
 MF1006  HISTORY     - Date     Condition        Report By
 MF1006  HISTORY     - 1959     MONUMENTED       CGS
 MF1006  HISTORY     - 19951230 GOOD             USPSQD
 MF1006  HISTORY     - 20010509 GOOD             USPSQD
 MF1006  HISTORY     - 20060203 GOOD             USPSQD
 MF1006
 MF1006                          STATION DESCRIPTION
 MF1006
 MF1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1006'2 MI NW FROM SHEFFIELD.
 MF1006'ABOUT 0.75 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1006'ROCK ISLAND AND PACIFIC RAILWAY STATION AT SHEFFIELD, THENCE 1.2
 MF1006'MILES NORTH ALONG A GRAVEL ROAD, AT A DRIVEWAY WEST TO A FARM
 MF1006'HOUSE, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 54.6 FEET
 MF1006'SOUTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 3.4 FEET EAST OF
 MF1006'FENCE CORNER, 1.6 FEET NORTHEAST OF FENCE LINE, 3.2 FEET SOUTHWEST
 MF1006'OF A METAL WITNESS POST, ABOUT LEVEL WITH ROAD, SET IN THE TOP
 MF1006'OF A CONCRETE POST PROJECTING 2 INCHES.
 MF1006
 MF1006                          STATION RECOVERY (1995)
 MF1006
 MF1006'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1006'RECOVERED IN GOOD CONDITION.
 MF1006
 MF1006                          STATION RECOVERY (2001)
 MF1006
 MF1006'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1006'RECOVERED IN GOOD CONDITION.
 MF1006
 MF1006                          STATION RECOVERY (2006)
 MF1006
 MF1006'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0879 ***********************************************************************
 MF0879  DESIGNATION -  J 192
 MF0879  PID         -  MF0879
 MF0879  STATE/COUNTY-  IL/BUREAU
 MF0879  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0879
 MF0879                         *CURRENT SURVEY CONTROL
 MF0879  ___________________________________________________________________
 MF0879* NAD 83(1986)-  41 23 34.     (N)    089 28 03.     (W)     SCALED    
 MF0879* NAVD 88     -       208.126  (meters)     682.83   (feet)  ADJUSTED  
 MF0879  ___________________________________________________________________
 MF0879  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF0879  DYNAMIC HT  -         208.041 (meters)     682.55  (feet)  COMP
 MF0879  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 MF0879
 MF0879  VERT ORDER  -  SECOND    CLASS 0
 MF0879
 MF0879.The horizontal coordinates were scaled from a topographic map and have
 MF0879.an estimated accuracy of +/- 6 seconds.
 MF0879
 MF0879.The orthometric height was determined by differential leveling
 MF0879.and adjusted by the National Geodetic Survey in June 1991..
 MF0879
 MF0879.The geoid height was determined by GEOID03.
 MF0879
 MF0879.The dynamic height is computed by dividing the NAVD 88
 MF0879.geopotential number by the normal gravity value computed on the
 MF0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0879.degrees latitude (g = 980.6199 gals.).
 MF0879
 MF0879.The modeled gravity was interpolated from observed gravity values.
 MF0879
 MF0879;                    North         East    Units  Estimated Accuracy
 MF0879;SPC IL W     -   524,880.      758,470.      MT  (+/- 180 meters Scaled)
 MF0879
 MF0879                          SUPERSEDED SURVEY CONTROL
 MF0879
 MF0879  NGVD 29 (??/??/92)  208.20   (m)          683.1    (f) COMPUTED    2 0
 MF0879
 MF0879.Superseded values are not recommended for survey control.
 MF0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0879.See file dsdata.txt to determine how the superseded data were derived.
 MF0879
 MF0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL937852(NAD 83)
 MF0879_MARKER: DB = BENCH MARK DISK
 MF0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0879_SP_SET: CULVERT
 MF0879_STAMPING: J 192 1959
 MF0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0879
 MF0879  HISTORY     - Date     Condition        Report By
 MF0879  HISTORY     - 1959     MONUMENTED       CGS
 MF0879  HISTORY     - 1965     MARK NOT FOUND   NGS
 MF0879  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF0879  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF0879  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 MF0879
 MF0879                          STATION DESCRIPTION
 MF0879
 MF0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0879'1.4 MI N FROM PRINCETON.
 MF0879'ABOUT 1.45 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST
 MF0879'OFFICE AT PRINCETON, SET IN THE TOP OF THE NORTH END OF THE
 MF0879'WEST HEADWALL OF A 6-FOOT CONCRETE CULVERT, 20.5 FEET WEST
 MF0879'OF THE CENTER LINE OF THE HIGHWAY, 43.0 FEET SOUTH OF THE
 MF0879'CENTER LINE OF AN EAST-WEST ROAD, ABOUT 1 FOOT ABOVE THE LEVEL
 MF0879'OF THE HIGHWAY.
 MF0879
 MF0879                          STATION RECOVERY (1965)
 MF0879
 MF0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MF0879'MARK NOT FOUND.
 MF0879
 MF0879                          STATION RECOVERY (1996)
 MF0879
 MF0879'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0879'MARK NOT FOUND.
 MF0879
 MF0879                          STATION RECOVERY (2001)
 MF0879
 MF0879'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0879'MARK NOT FOUND.
 MF0879
 MF0879                          STATION RECOVERY (2005)
 MF0879
 MF0879'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0902 ***********************************************************************
 MF0902  DESIGNATION -  J 193
 MF0902  PID         -  MF0902
 MF0902  STATE/COUNTY-  IL/BUREAU
 MF0902  USGS QUAD   -  MALDEN (1966)
 MF0902
 MF0902                         *CURRENT SURVEY CONTROL
 MF0902  ___________________________________________________________________
 MF0902* NAD 83(1986)-  41 23 03.     (N)    089 16 39.     (W)     SCALED    
 MF0902* NAVD 88     -       201.546  (meters)     661.24   (feet)  ADJUSTED  
 MF0902  ___________________________________________________________________
 MF0902  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF0902  DYNAMIC HT  -         201.466 (meters)     660.98  (feet)  COMP
 MF0902  MODELED GRAV-     980,219.7   (mgal)                       NAVD 88
 MF0902
 MF0902  VERT ORDER  -  SECOND    CLASS 0
 MF0902
 MF0902.The horizontal coordinates were scaled from a topographic map and have
 MF0902.an estimated accuracy of +/- 6 seconds.
 MF0902
 MF0902.The orthometric height was determined by differential leveling
 MF0902.and adjusted by the National Geodetic Survey in June 1991..
 MF0902
 MF0902.The geoid height was determined by GEOID03.
 MF0902
 MF0902.The dynamic height is computed by dividing the NAVD 88
 MF0902.geopotential number by the normal gravity value computed on the
 MF0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0902.degrees latitude (g = 980.6199 gals.).
 MF0902
 MF0902.The modeled gravity was interpolated from observed gravity values.
 MF0902
 MF0902;                    North         East    Units  Estimated Accuracy
 MF0902;SPC IL W     -   524,070.      774,370.      MT  (+/- 180 meters Scaled)
 MF0902
 MF0902                          SUPERSEDED SURVEY CONTROL
 MF0902
 MF0902  NGVD 29 (??/??/92)  201.624  (m)          661.49   (f) ADJ UNCH    2 0
 MF0902
 MF0902.Superseded values are not recommended for survey control.
 MF0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0902.See file dsdata.txt to determine how the superseded data were derived.
 MF0902
 MF0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL095839(NAD 83)
 MF0902_MARKER: DB = BENCH MARK DISK
 MF0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0902_SP_SET: BRIDGE
 MF0902_STAMPING: J 193 1959
 MF0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0902
 MF0902  HISTORY     - Date     Condition        Report By
 MF0902  HISTORY     - 1959     MONUMENTED       CGS
 MF0902  HISTORY     - 19960330 GOOD             USPSQD
 MF0902  HISTORY     - 20010601 GOOD             USPSQD
 MF0902  HISTORY     - 20050825 GOOD             USPSQD
 MF0902
 MF0902                          STATION DESCRIPTION
 MF0902
 MF0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0902'9 MI NW FROM SPRING VALLEY.
 MF0902'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0902'STATE HIGHWAY 89 AT SPRING VALLEY, THENCE 1.15 MILES NORTH ALONG
 MF0902'A GRAVEL ROAD, THENCE 0.95 MILES WEST ALONG A GRAVEL ROAD, THENCE
 MF0902'1.0 MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.0 MILES WEST ALONG
 MF0902'A GRAVEL ROAD, THENCE 0.65 MILES SOUTH ALONG A GRAVEL ROAD, SET IN
 MF0902'THE TOP OF THE NORTH END OF THE EAST HEADWALL OF AN 8-FOOT CONCRETE
 MF0902'BRIDGE, ABOUT 90 YARDS SOUTH OF A DRIVEWAY WEST TO A FARM HOUSE,
 MF0902'10 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT ABOVE
 MF0902'THE LEVEL OF THE ROAD.
 MF0902
 MF0902                          STATION RECOVERY (1996)
 MF0902
 MF0902'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0902'RECOVERED IN GOOD CONDITION.
 MF0902
 MF0902                          STATION RECOVERY (2001)
 MF0902
 MF0902'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0902'RECOVERED IN GOOD CONDITION.
 MF0902
 MF0902                          STATION RECOVERY (2005)
 MF0902
 MF0902'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0162 ***********************************************************************
 MG0162  DESIGNATION -  J 194
 MG0162  PID         -  MG0162
 MG0162  STATE/COUNTY-  IL/HENRY
 MG0162  USGS QUAD   -  ORION (1991)
 MG0162
 MG0162                         *CURRENT SURVEY CONTROL
 MG0162  ___________________________________________________________________
 MG0162* NAD 83(1986)-  41 21 13.     (N)    090 22 54.     (W)     SCALED    
 MG0162* NAVD 88     -       238.955  (meters)     783.97   (feet)  ADJUSTED  
 MG0162  ___________________________________________________________________
 MG0162  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0162  DYNAMIC HT  -         238.861 (meters)     783.66  (feet)  COMP
 MG0162  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 MG0162
 MG0162  VERT ORDER  -  SECOND    CLASS 0
 MG0162
 MG0162.The horizontal coordinates were scaled from a topographic map and have
 MG0162.an estimated accuracy of +/- 6 seconds.
 MG0162
 MG0162.The orthometric height was determined by differential leveling
 MG0162.and adjusted by the National Geodetic Survey in June 1991..
 MG0162
 MG0162.The geoid height was determined by GEOID03.
 MG0162
 MG0162.The dynamic height is computed by dividing the NAVD 88
 MG0162.geopotential number by the normal gravity value computed on the
 MG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0162.degrees latitude (g = 980.6199 gals.).
 MG0162
 MG0162.The modeled gravity was interpolated from observed gravity values.
 MG0162
 MG0162;                    North         East    Units  Estimated Accuracy
 MG0162;SPC IL W     -   520,320.      682,010.      MT  (+/- 180 meters Scaled)
 MG0162
 MG0162                          SUPERSEDED SURVEY CONTROL
 MG0162
 MG0162  NGVD 29 (??/??/92)  239.028  (m)          784.21   (f) ADJ UNCH    2 0
 MG0162
 MG0162.Superseded values are not recommended for survey control.
 MG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0162.See file dsdata.txt to determine how the superseded data were derived.
 MG0162
 MG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF190813(NAD 83)
 MG0162_MARKER: DB = BENCH MARK DISK
 MG0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0162_STAMPING: J 194 1959
 MG0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0162+STABILITY: SURFACE MOTION
 MG0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0162+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2001
 MG0162
 MG0162  HISTORY     - Date     Condition        Report By
 MG0162  HISTORY     - 1959     MONUMENTED       CGS
 MG0162  HISTORY     - 19960712 GOOD             USPSQD
 MG0162  HISTORY     - 20011027 GOOD             USPSQD
 MG0162  HISTORY     - 20040623 GOOD             USPSQD
 MG0162
 MG0162                          STATION DESCRIPTION
 MG0162
 MG0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0162'AT ORION.
 MG0162'AT ORION, AT THE NORTHEAST CORNER OF THE MUNICIPAL PARK, 40 FEET
 MG0162'SOUTH OF THE CENTER LINE OF A STREET, 48 FEET WEST OF THE CENTER
 MG0162'LINE OF A STREET, 4.8 FEET WEST OF THE WEST EDGE OF A SIDEWALK,
 MG0162'5 FEET NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK, 14.4 FEET
 MG0162'SOUTHWEST OF A LIGHT POLE, 15 FEET WEST-NORTHWEST OF A FIRE HYDRANT,
 MG0162'2.2 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 MG0162'LEVEL OF THE STREETS, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MG0162'1 INCH.
 MG0162
 MG0162                          STATION RECOVERY (1996)
 MG0162
 MG0162'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0162'RECOVERED IN GOOD CONDITION.
 MG0162
 MG0162                          STATION RECOVERY (2001)
 MG0162
 MG0162'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0162'RECOVERED IN GOOD CONDITION.
 MG0162
 MG0162                          STATION RECOVERY (2004)
 MG0162
 MG0162'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0228 ***********************************************************************
 MG0228  DESIGNATION -  J 195 RESET
 MG0228  PID         -  MG0228
 MG0228  STATE/COUNTY-  IL/KNOX
 MG0228  USGS QUAD   -  WATAGA (1982)
 MG0228
 MG0228                         *CURRENT SURVEY CONTROL
 MG0228  ___________________________________________________________________
 MG0228* NAD 83(1986)-  41 07 20.     (N)    090 19 49.     (W)     SCALED    
 MG0228* NAVD 88     -       227.01   (meters)     744.8    (feet)  RESET     
 MG0228  ___________________________________________________________________
 MG0228  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MG0228
 MG0228  VERT ORDER  -  THIRD
 MG0228
 MG0228.The horizontal coordinates were scaled from a topographic map and have
 MG0228.an estimated accuracy of +/- 6 seconds.
 MG0228
 MG0228.The orthometric height was computed from unverified reset data.
 MG0228.No vertical observational check was made to the station.
 MG0228
 MG0228.The geoid height was determined by GEOID03.
 MG0228
 MG0228;                    North         East    Units  Estimated Accuracy
 MG0228;SPC IL W     -   494,610.      686,260.      MT  (+/- 180 meters Scaled)
 MG0228
 MG0228                          SUPERSEDED SURVEY CONTROL
 MG0228
 MG0228  NGVD 29 (??/??/??)  227.06   (m)          744.9    (f) RESET       3  
 MG0228
 MG0228.Superseded values are not recommended for survey control.
 MG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0228.See file dsdata.txt to determine how the superseded data were derived.
 MG0228
 MG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF241557(NAD 83)
 MG0228_MARKER: DB = BENCH MARK DISK
 MG0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0228_STAMPING: J 195 RESET 1965
 MG0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0228+STABILITY: SURFACE MOTION
 MG0228
 MG0228  HISTORY     - Date     Condition        Report By
 MG0228  HISTORY     - 1965     MONUMENTED       CGS
 MG0228  HISTORY     - 19880509 MARK NOT FOUND   USPSQD
 MG0228  HISTORY     - 19971124 MARK NOT FOUND   USPSQD
 MG0228
 MG0228                          STATION DESCRIPTION
 MG0228
 MG0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MG0228'4.8 MI S FROM WOODHULL.
 MG0228'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0228'TANK AT WOODHULL, THENCE 4.0 MILES SOUTH TO CROSSROADS, THENCE
 MG0228'WEST 0.4 MILE, NEAR THE SOUTHEAST CORNER OF A BARNLOT, TO
 MG0228'SOUTHWEST OF A FARMHOUSE, ABOUT 110 FEET NORTH OF THE CENTERLINE
 MG0228'OF THE ROAD, 54 FEET WEST OF CENTERLINE OF DRIVEWAY LEADING
 MG0228'TO FARMHOUSE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  MARK
 MG0228'SET IN TOP OF ROUND CONCRETE POST ABOUT FLUSH WITH THE SURFACE
 MG0228'OF THE GROUND.
 MG0228
 MG0228                          STATION RECOVERY (1988)
 MG0228
 MG0228'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0228'MARK NOT FOUND.
 MG0228
 MG0228                          STATION RECOVERY (1997)
 MG0228
 MG0228'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0111 ***********************************************************************
 LD0111  DESIGNATION -  J 196
 LD0111  PID         -  LD0111
 LD0111  STATE/COUNTY-  IL/KNOX
 LD0111  USGS QUAD   -  GALESBURG EAST (1982)
 LD0111
 LD0111                         *CURRENT SURVEY CONTROL
 LD0111  ___________________________________________________________________
 LD0111* NAD 83(1986)-  40 54 29.     (N)    090 15 35.     (W)     SCALED    
 LD0111* NAVD 88     -       230.224  (meters)     755.33   (feet)  ADJUSTED  
 LD0111  ___________________________________________________________________
 LD0111  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0111  DYNAMIC HT  -         230.121 (meters)     754.99  (feet)  COMP
 LD0111  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LD0111
 LD0111  VERT ORDER  -  SECOND    CLASS 0
 LD0111
 LD0111.The horizontal coordinates were scaled from a topographic map and have
 LD0111.an estimated accuracy of +/- 6 seconds.
 LD0111
 LD0111.The orthometric height was determined by differential leveling
 LD0111.and adjusted by the National Geodetic Survey in June 1991..
 LD0111
 LD0111.The geoid height was determined by GEOID03.
 LD0111
 LD0111.The dynamic height is computed by dividing the NAVD 88
 LD0111.geopotential number by the normal gravity value computed on the
 LD0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0111.degrees latitude (g = 980.6199 gals.).
 LD0111
 LD0111.The modeled gravity was interpolated from observed gravity values.
 LD0111
 LD0111;                    North         East    Units  Estimated Accuracy
 LD0111;SPC IL W     -   470,820.      692,160.      MT  (+/- 180 meters Scaled)
 LD0111
 LD0111                          SUPERSEDED SURVEY CONTROL
 LD0111
 LD0111  NGVD 29 (??/??/92)  230.283  (m)          755.52   (f) ADJ UNCH    2 0
 LD0111
 LD0111.Superseded values are not recommended for survey control.
 LD0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0111.See file dsdata.txt to determine how the superseded data were derived.
 LD0111
 LD0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF307321(NAD 83)
 LD0111_MARKER: DB = BENCH MARK DISK
 LD0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0111_SP_SET: CULVERT
 LD0111_STAMPING: J 196 1959
 LD0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0111
 LD0111  HISTORY     - Date     Condition        Report By
 LD0111  HISTORY     - 1959     MONUMENTED       CGS
 LD0111  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0111
 LD0111                          STATION DESCRIPTION
 LD0111
 LD0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0111'1.2 MI E FROM KNOXVILLE.
 LD0111'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0111'AT KNOXVILLE, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, SET IN THE
 LD0111'TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT,
 LD0111'15 FEET EAST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE
 LD0111'CENTER LINE OF U.S. HIGHWAY 150, ABOUT 1 FOOT ABOVE THE LEVEL OF
 LD0111'THE HIGHWAY.
 LD0111
 LD0111                          STATION RECOVERY (1997)
 LD0111
 LD0111'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1439 ***********************************************************************
 LC1439  DESIGNATION -  J 197 RESET 1963
 LC1439  PID         -  LC1439
 LC1439  STATE/COUNTY-  IL/PEORIA
 LC1439  USGS QUAD   -  OAK HILL (1997)
 LC1439
 LC1439                         *CURRENT SURVEY CONTROL
 LC1439  ___________________________________________________________________
 LC1439* NAD 83(1986)-  40 49 56.     (N)    089 52 21.     (W)     SCALED    
 LC1439* NAVD 88     -       205.62   (meters)     674.6    (feet)  RESET     
 LC1439  ___________________________________________________________________
 LC1439  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1439
 LC1439  VERT ORDER  -  THIRD
 LC1439
 LC1439.The horizontal coordinates were scaled from a topographic map and have
 LC1439.an estimated accuracy of +/- 6 seconds.
 LC1439
 LC1439.The orthometric height was computed from unverified reset data.
 LC1439
 LC1439.The geoid height was determined by GEOID03.
 LC1439
 LC1439;                    North         East    Units  Estimated Accuracy
 LC1439;SPC IL W     -   462,440.      724,810.      MT  (+/- 180 meters Scaled)
 LC1439
 LC1439                          SUPERSEDED SURVEY CONTROL
 LC1439
 LC1439.No superseded survey control is available for this station.
 LC1439
 LC1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL577241(NAD 83)
 LC1439_MARKER: DD = SURVEY DISK
 LC1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1439_SP_SET: CULVERT
 LC1439_STAMPING: J 197 RESET 1963
 LC1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1439
 LC1439  HISTORY     - Date     Condition        Report By
 LC1439  HISTORY     - 1963     MONUMENTED       ILHD
 LC1439
 LC1439                          STATION DESCRIPTION
 LC1439
 LC1439'DESCRIBED BY IL HIGHWAY DEPT 1963
 LC1439'0.7 MI SE FROM BRIMFIELD.
 LC1439'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1439'STATION AT BRIMFIELD, SET IN THE TOP AND AT THE SOUTHWEST END OF
 LC1439'THE NORTHWEST HEADWALL AT A 3-FOOT CONCRETE BOX CULVERT, 20 FEET
 LC1439'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, NEAR THE NORTHWEST
 LC1439'END OF A CURVE WITH TANGENTS TO THE NORTH-NORTHWEST AND SOUTHEAST,
 LC1439'ABOUT THE SAME LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1485 ***********************************************************************
 LC1485  DESIGNATION -  J 198
 LC1485  PID         -  LC1485
 LC1485  STATE/COUNTY-  IL/PEORIA
 LC1485  USGS QUAD   -  PEORIA WEST (1996)
 LC1485
 LC1485                         *CURRENT SURVEY CONTROL
 LC1485  ___________________________________________________________________
 LC1485* NAD 83(1986)-  40 44 57.     (N)    089 41 09.     (W)     SCALED    
 LC1485* NAVD 88     -       184.308  (meters)     604.68   (feet)  ADJUSTED  
 LC1485  ___________________________________________________________________
 LC1485  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LC1485  DYNAMIC HT  -         184.223 (meters)     604.40  (feet)  COMP
 LC1485  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 LC1485
 LC1485  VERT ORDER  -  SECOND    CLASS 0
 LC1485
 LC1485.The horizontal coordinates were scaled from a topographic map and have
 LC1485.an estimated accuracy of +/- 6 seconds.
 LC1485
 LC1485.The orthometric height was determined by differential leveling
 LC1485.and adjusted by the National Geodetic Survey in June 1991..
 LC1485
 LC1485.The geoid height was determined by GEOID03.
 LC1485
 LC1485.The dynamic height is computed by dividing the NAVD 88
 LC1485.geopotential number by the normal gravity value computed on the
 LC1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1485.degrees latitude (g = 980.6199 gals.).
 LC1485
 LC1485.The modeled gravity was interpolated from observed gravity values.
 LC1485
 LC1485;                    North         East    Units  Estimated Accuracy
 LC1485;SPC IL W     -   453,280.      740,610.      MT  (+/- 180 meters Scaled)
 LC1485
 LC1485                          SUPERSEDED SURVEY CONTROL
 LC1485
 LC1485  NGVD 29 (??/??/92)  184.392  (m)          604.96   (f) ADJ UNCH    2 0
 LC1485
 LC1485.Superseded values are not recommended for survey control.
 LC1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1485.See file dsdata.txt to determine how the superseded data were derived.
 LC1485
 LC1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL732143(NAD 83)
 LC1485_MARKER: DB = BENCH MARK DISK
 LC1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1485_STAMPING: J 198 1959
 LC1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1485+STABILITY: SURFACE MOTION
 LC1485
 LC1485  HISTORY     - Date     Condition        Report By
 LC1485  HISTORY     - 1959     MONUMENTED       CGS
 LC1485  HISTORY     - 19990305 MARK NOT FOUND   USPSQD
 LC1485
 LC1485                          STATION DESCRIPTION
 LC1485
 LC1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1485'6.2 MI W FROM PEORIA.
 LC1485'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC1485'WITH STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, THENCE
 LC1485'1.2 MILES WEST ALONG BIG HOLLOW ROAD, THENCE 2.2 MILES WEST ALONG
 LC1485'CHARTER OAK ROAD, THENCE 0.45 MILES SOUTH ALONG AN ASPHALT ROAD,
 LC1485'32 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 42 FEET
 LC1485'SOUTHWEST OF POWER POLE WITH A TRANSFORMER, 6 FEET NORTH OF THE
 LC1485'NORTH END OF A WIRE GATE, 2 FEET NORTHWEST OF A FENCE, 11 FEET
 LC1485'SOUTHEAST OF THE NORTH END OF A PIPE CULVERT, 2.6 FEET NORTH OF
 LC1485'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 LC1485'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC1485
 LC1485                          STATION RECOVERY (1999)
 LC1485
 LC1485'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0949 ***********************************************************************
 LC0949  DESIGNATION -  J 199
 LC0949  PID         -  LC0949
 LC0949  STATE/COUNTY-  IL/WOODFORD
 LC0949  USGS QUAD   -  DANVERS (1970)
 LC0949
 LC0949                         *CURRENT SURVEY CONTROL
 LC0949  ___________________________________________________________________
 LC0949* NAD 83(1986)-  40 36 23.     (N)    089 11 19.     (W)     SCALED    
 LC0949* NAVD 88     -       220.938  (meters)     724.86   (feet)  ADJUSTED  
 LC0949  ___________________________________________________________________
 LC0949  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LC0949  DYNAMIC HT  -         220.837 (meters)     724.53  (feet)  COMP
 LC0949  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 LC0949
 LC0949  VERT ORDER  -  SECOND    CLASS 0
 LC0949
 LC0949.The horizontal coordinates were scaled from a topographic map and have
 LC0949.an estimated accuracy of +/- 6 seconds.
 LC0949
 LC0949.The orthometric height was determined by differential leveling
 LC0949.and adjusted by the National Geodetic Survey in June 1991..
 LC0949
 LC0949.The geoid height was determined by GEOID03.
 LC0949
 LC0949.The dynamic height is computed by dividing the NAVD 88
 LC0949.geopotential number by the normal gravity value computed on the
 LC0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0949.degrees latitude (g = 980.6199 gals.).
 LC0949
 LC0949.The modeled gravity was interpolated from observed gravity values.
 LC0949
 LC0949;                    North         East    Units  Estimated Accuracy
 LC0949;SPC IL W     -   437,780.      782,770.      MT  (+/- 180 meters Scaled)
 LC0949
 LC0949                          SUPERSEDED SURVEY CONTROL
 LC0949
 LC0949  NGVD 29 (??/??/92)  221.009  (m)          725.09   (f) ADJ UNCH    2 0
 LC0949
 LC0949.Superseded values are not recommended for survey control.
 LC0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0949.See file dsdata.txt to determine how the superseded data were derived.
 LC0949
 LC0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK148973(NAD 83)
 LC0949_MARKER: DB = BENCH MARK DISK
 LC0949_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0949_SP_SET: CULVERT
 LC0949_STAMPING: J 199 1959
 LC0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0949
 LC0949  HISTORY     - Date     Condition        Report By
 LC0949  HISTORY     - 1959     MONUMENTED       CGS
 LC0949  HISTORY     - 1988     GOOD             USPSQD
 LC0949  HISTORY     - 19981028 GOOD             USPSQD
 LC0949
 LC0949                          STATION DESCRIPTION
 LC0949
 LC0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0949'1.6 MI SE FROM CONGERVILLE.
 LC0949'ABOUT 0.1 MILE NORTH ALONG AN ASPHALT STREET FROM THE POST OFFICE
 LC0949'AT CONGERVILLE, THENCE 0.75 MILE EAST ALONG U.S. HIGHWAY 150,
 LC0949'THENCE 0.75 MILE SOUTH ALONG AN ASPHALT ROAD, SET IN THE TOP OF
 LC0949'THE SOUTH END OF THE WEST HEADWALL OF A 4-FOOT CONCRETE BOX
 LC0949'CULVERT, 12 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 LC0949'NORTH OF THE SOUTH END OF THE HEADWALL, ABOUT 1 FOOT ABOVE THE
 LC0949'LEVEL OF THE ROAD.
 LC0949
 LC0949                          STATION RECOVERY (1988)
 LC0949
 LC0949'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0949'RECOVERED IN GOOD CONDITION.
 LC0949
 LC0949                          STATION RECOVERY (1998)
 LC0949
 LC0949'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0632 ***********************************************************************
 LC0632  DESIGNATION -  J 200
 LC0632  PID         -  LC0632
 LC0632  STATE/COUNTY-  IL/MCLEAN
 LC0632  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0632
 LC0632                         *CURRENT SURVEY CONTROL
 LC0632  ___________________________________________________________________
 LC0632* NAD 83(1986)-  40 23 17.     (N)    088 52 53.     (W)     SCALED    
 LC0632* NAVD 88     -       232.479  (meters)     762.72   (feet)  ADJUSTED  
 LC0632  ___________________________________________________________________
 LC0632  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0632  DYNAMIC HT  -         232.367 (meters)     762.36  (feet)  COMP
 LC0632  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 LC0632
 LC0632  VERT ORDER  -  SECOND    CLASS 0
 LC0632
 LC0632.The horizontal coordinates were scaled from a topographic map and have
 LC0632.an estimated accuracy of +/- 6 seconds.
 LC0632
 LC0632.The orthometric height was determined by differential leveling
 LC0632.and adjusted by the National Geodetic Survey in June 1991..
 LC0632
 LC0632.The geoid height was determined by GEOID03.
 LC0632
 LC0632.The dynamic height is computed by dividing the NAVD 88
 LC0632.geopotential number by the normal gravity value computed on the
 LC0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0632.degrees latitude (g = 980.6199 gals.).
 LC0632
 LC0632.The modeled gravity was interpolated from observed gravity values.
 LC0632
 LC0632;                    North         East    Units  Estimated Accuracy
 LC0632;SPC IL E     -   413,230.      253,470.      MT  (+/- 180 meters Scaled)
 LC0632
 LC0632                          SUPERSEDED SURVEY CONTROL
 LC0632
 LC0632  NGVD 29 (??/??/92)  232.536  (m)          762.91   (f) ADJ UNCH    2 0
 LC0632
 LC0632.Superseded values are not recommended for survey control.
 LC0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0632.See file dsdata.txt to determine how the superseded data were derived.
 LC0632
 LC0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK403725(NAD 83)
 LC0632_MARKER: DB = BENCH MARK DISK
 LC0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0632_SP_SET: CULVERT
 LC0632_STAMPING: J 200 1959
 LC0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0632
 LC0632  HISTORY     - Date     Condition        Report By
 LC0632  HISTORY     - 1959     MONUMENTED       CGS
 LC0632
 LC0632                          STATION DESCRIPTION
 LC0632
 LC0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0632'0.9 MI SW FROM DOWNS.
 LC0632'ABOUT 0.9 MILES WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE FIRE
 LC0632'STATION AT DOWNS, SET IN THE TOP OF THE NORTH END OF THE EAST
 LC0632'HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT, 18 FEET EAST OF THE
 LC0632'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0286 ***********************************************************************
 LC0286  DESIGNATION -  J 201
 LC0286  PID         -  LC0286
 LC0286  STATE/COUNTY-  IL/CHAMPAIGN
 LC0286  USGS QUAD   -  PERDUEVILLE (1984)
 LC0286
 LC0286                         *CURRENT SURVEY CONTROL
 LC0286  ___________________________________________________________________
 LC0286* NAD 83(1986)-  40 23 07.     (N)    088 08 17.     (W)     SCALED    
 LC0286* NAVD 88     -       234.794  (meters)     770.32   (feet)  ADJUSTED  
 LC0286  ___________________________________________________________________
 LC0286  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0286  DYNAMIC HT  -         234.680 (meters)     769.95  (feet)  COMP
 LC0286  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 LC0286
 LC0286  VERT ORDER  -  SECOND    CLASS 0
 LC0286
 LC0286.The horizontal coordinates were scaled from a topographic map and have
 LC0286.an estimated accuracy of +/- 6 seconds.
 LC0286
 LC0286.The orthometric height was determined by differential leveling
 LC0286.and adjusted by the National Geodetic Survey in June 1991..
 LC0286
 LC0286.The geoid height was determined by GEOID03.
 LC0286
 LC0286.The dynamic height is computed by dividing the NAVD 88
 LC0286.geopotential number by the normal gravity value computed on the
 LC0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0286.degrees latitude (g = 980.6199 gals.).
 LC0286
 LC0286.The modeled gravity was interpolated from observed gravity values.
 LC0286
 LC0286;                    North         East    Units  Estimated Accuracy
 LC0286;SPC IL E     -   412,800.      316,580.      MT  (+/- 180 meters Scaled)
 LC0286
 LC0286                          SUPERSEDED SURVEY CONTROL
 LC0286
 LC0286  NGVD 29 (??/??/92)  234.85   (m)          770.5    (f) COMPUTED    2 0
 LC0286
 LC0286.Superseded values are not recommended for survey control.
 LC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0286.See file dsdata.txt to determine how the superseded data were derived.
 LC0286
 LC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK034711(NAD 83)
 LC0286_MARKER: DB = BENCH MARK DISK
 LC0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0286_SP_SET: CULVERT
 LC0286_STAMPING: J 201 1959
 LC0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0286
 LC0286  HISTORY     - Date     Condition        Report By
 LC0286  HISTORY     - 1959     MONUMENTED       CGS
 LC0286  HISTORY     - 1973     MARK NOT FOUND   NGS
 LC0286
 LC0286                          STATION DESCRIPTION
 LC0286
 LC0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0286'0.6 MI W FROM LUDLOW.
 LC0286'ABOUT 0.6 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 LC0286'OFFICE AT LUDLOW, ABOUT 0.1 MILES WEST OF A NORTH-SOUTH GRAVEL
 LC0286'ROAD CROSSING, SET IN THE TOP AND AT THE APPROXIMATE CENTER
 LC0286'OF THE SOUTH HEADWALL OF A 30-FOOT CONCRETE BOX CULVERT,
 LC0286'13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET
 LC0286'ABOVE THE LEVEL OF THE ROAD.
 LC0286
 LC0286                          STATION RECOVERY (1973)
 LC0286
 LC0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0287 ***********************************************************************
 LC0287  DESIGNATION -  J 201 RESET 1961
 LC0287  PID         -  LC0287
 LC0287  STATE/COUNTY-  IL/CHAMPAIGN
 LC0287  USGS QUAD   -  PERDUEVILLE (1984)
 LC0287
 LC0287                         *CURRENT SURVEY CONTROL
 LC0287  ___________________________________________________________________
 LC0287* NAD 83(1986)-  40 23 07.     (N)    088 08 41.     (W)     SCALED    
 LC0287* NAVD 88     -       235.16   (meters)     771.5    (feet)  RESET     
 LC0287  ___________________________________________________________________
 LC0287  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0287
 LC0287  VERT ORDER  -  THIRD
 LC0287
 LC0287.The horizontal coordinates were scaled from a topographic map and have
 LC0287.an estimated accuracy of +/- 6 seconds.
 LC0287
 LC0287.The orthometric height was computed from unverified reset data.
 LC0287.No vertical observational check was made to the station.
 LC0287
 LC0287.The geoid height was determined by GEOID03.
 LC0287
 LC0287;                    North         East    Units  Estimated Accuracy
 LC0287;SPC IL E     -   412,800.      316,020.      MT  (+/- 180 meters Scaled)
 LC0287
 LC0287                          SUPERSEDED SURVEY CONTROL
 LC0287
 LC0287  NGVD 29 (??/??/??)  235.21   (m)          771.7    (f) RESET       3  
 LC0287
 LC0287.Superseded values are not recommended for survey control.
 LC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0287.See file dsdata.txt to determine how the superseded data were derived.
 LC0287
 LC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK028711(NAD 83)
 LC0287_MARKER: DB = BENCH MARK DISK
 LC0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0287_STAMPING: J 201 1959 RESET 1961
 LC0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0287+STABILITY: SURFACE MOTION
 LC0287
 LC0287  HISTORY     - Date     Condition        Report By
 LC0287  HISTORY     - 1961     MONUMENTED       CGS
 LC0287  HISTORY     - 20051208 MARK NOT FOUND   ILDT
 LC0287
 LC0287                          STATION DESCRIPTION
 LC0287
 LC0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0287'1 MI W FROM LUDLOW.
 LC0287'ABOUT 0.95 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 LC0287'OFFICE IN LUDLOW, ABOUT 0.10 MILES EAST OF A FARM HOUSE NORTH
 LC0287'OF THE ROAD, AT A FIELD ENTRANCE NORTH OF THE ROAD, 29 FEET
 LC0287'NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST-NORTHEAST
 LC0287'OF THE EAST HEADWALL OF A CONCRETE PIPE CULVERT, 1 FOOT SOUTH
 LC0287'OF THE FENCE, 154 FEET WEST OF THE SECOND POWER POLE EAST OF THE
 LC0287'POWER POLE WITH A TRANSFORMER R.E.A. CO-OP POLE 95, 1.1 FEET
 LC0287'SOUTHEAST OF A METAL WITNESS POST, 0.5 FEET BELOW THE ROAD
 LC0287'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LC0287
 LC0287                          STATION RECOVERY (2005)
 LC0287
 LC0287'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0099 ***********************************************************************
 LC0099  DESIGNATION -  J 202
 LC0099  PID         -  LC0099
 LC0099  STATE/COUNTY-  IL/IROQUOIS
 LC0099  USGS QUAD   -  ONARGA WEST (1986)
 LC0099
 LC0099                         *CURRENT SURVEY CONTROL
 LC0099  ___________________________________________________________________
 LC0099* NAD 83(1986)-  40 43 46.     (N)    088 00 36.     (W)     SCALED    
 LC0099* NAVD 88     -       202.100  (meters)     663.06   (feet)  ADJUSTED  
 LC0099  ___________________________________________________________________
 LC0099  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LC0099  DYNAMIC HT  -         202.010 (meters)     662.76  (feet)  COMP
 LC0099  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 LC0099
 LC0099  VERT ORDER  -  SECOND    CLASS 0
 LC0099
 LC0099.The horizontal coordinates were scaled from a topographic map and have
 LC0099.an estimated accuracy of +/- 6 seconds.
 LC0099
 LC0099.The orthometric height was determined by differential leveling
 LC0099.and adjusted by the National Geodetic Survey in June 1991..
 LC0099
 LC0099.The geoid height was determined by GEOID03.
 LC0099
 LC0099.The dynamic height is computed by dividing the NAVD 88
 LC0099.geopotential number by the normal gravity value computed on the
 LC0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0099.degrees latitude (g = 980.6199 gals.).
 LC0099
 LC0099.The modeled gravity was interpolated from observed gravity values.
 LC0099
 LC0099;                    North         East    Units  Estimated Accuracy
 LC0099;SPC IL E     -   451,050.      327,310.      MT  (+/- 180 meters Scaled)
 LC0099
 LC0099                          SUPERSEDED SURVEY CONTROL
 LC0099
 LC0099  NGVD 29 (??/??/92)  202.171  (m)          663.29   (f) ADJ UNCH    2 0
 LC0099
 LC0099.Superseded values are not recommended for survey control.
 LC0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0099.See file dsdata.txt to determine how the superseded data were derived.
 LC0099
 LC0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL147092(NAD 83)
 LC0099_MARKER: DB = BENCH MARK DISK
 LC0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0099_STAMPING: J 202 1959
 LC0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0099+STABILITY: SURFACE MOTION
 LC0099
 LC0099  HISTORY     - Date     Condition        Report By
 LC0099  HISTORY     - 1959     MONUMENTED       CGS
 LC0099
 LC0099                          STATION DESCRIPTION
 LC0099
 LC0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0099'1.4 MI N FROM ONARGA.
 LC0099'ABOUT 0.55 MILE NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0099'WITH U.S. HIGHWAY 54 IN ONARGA, THENCE 0.3 MILE WEST ALONG AN OILED
 LC0099'ROAD, THENCE 0.5 MILE NORTH ALONG AN OILED ROAD, AT THE JUNCTION
 LC0099'OF A DRIVEWAY EAST TO A FARM HOUSE, 27 FEET EAST OF THE CENTER
 LC0099'LINE OF THE ROAD, 23 FEET NORTH OF THE CENTER LINE OF THE
 LC0099'DRIVEWAY, 1 FOOT WEST OF A FENCE, 8 FEET NORTHWEST OF A TELEPHONE
 LC0099'POLE, 11.5 FEET NORTHEAST OF THE NORTH END OF A PIPE CULVERT,
 LC0099'2.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 LC0099'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0099'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3273 ***********************************************************************
 ME3273  DESIGNATION -  J 203 RESET
 ME3273  PID         -  ME3273
 ME3273  STATE/COUNTY-  IL/KANKAKEE
 ME3273  USGS QUAD   -  KANKAKEE (1973)
 ME3273
 ME3273                         *CURRENT SURVEY CONTROL
 ME3273  ___________________________________________________________________
 ME3273* NAD 83(1986)-  41 00 34.     (N)    087 52 02.     (W)     SCALED    
 ME3273* NAVD 88     -       193.30   (meters)     634.2    (feet)  RESET     
 ME3273  ___________________________________________________________________
 ME3273  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 ME3273
 ME3273  VERT ORDER  -  THIRD
 ME3273
 ME3273.The horizontal coordinates were scaled from a topographic map and have
 ME3273.an estimated accuracy of +/- 6 seconds.
 ME3273
 ME3273.The orthometric height was computed from unverified reset data.
 ME3273.No vertical observational check was made to the station.
 ME3273
 ME3273.The geoid height was determined by GEOID03.
 ME3273
 ME3273;                    North         East    Units  Estimated Accuracy
 ME3273;SPC IL E     -   482,200.      339,210.      MT  (+/- 180 meters Scaled)
 ME3273
 ME3273                          SUPERSEDED SURVEY CONTROL
 ME3273
 ME3273  NGVD 29 (03/28/06)  193.39   (m)          634.5    (f) RESET       3  
 ME3273
 ME3273.Superseded values are not recommended for survey control.
 ME3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3273.See file dsdata.txt to determine how the superseded data were derived.
 ME3273
 ME3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL270401(NAD 83)
 ME3273_MARKER: DV = VERTICAL CONTROL DISK
 ME3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3273_SP_SET: CONCRETE POST
 ME3273_STAMPING: J 203 RESET 1990
 ME3273_MARK LOGO: NGS   
 ME3273_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3273+STABILITY: SURFACE MOTION
 ME3273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3273+SATELLITE: SATELLITE OBSERVATIONS - 1990
 ME3273
 ME3273  HISTORY     - Date     Condition        Report By
 ME3273  HISTORY     - 1990     MONUMENTED       NGS
 ME3273
 ME3273                          STATION DESCRIPTION
 ME3273
 ME3273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ME3273'7.9 MI (12.7 KM) SOUTH ALONG U.S. RT.  52 AND 45 FROM THE COURTHOUSE
 ME3273'IN KANKAKEE.  TO REACH THE STATION FROM THE RT.  52 AND 45 OVERPASS
 ME3273'AT I-57, SOUTH OF KANKAKEE, GO 4.7 MI (7.6 KM) SOUTH ON RT.  52 AND
 ME3273'45 TO THE STATION ON THE RIGHT, 10.5 METERS (34.4 FT) WEST OF THE
 ME3273'CENTERLINE OF RT.  52 AND 45, 26.3 M (86.3 FT) NORTH OF A METAL GTE
 ME3273'UNDERGROUND CABLE BOX, 40.0 M (131.2 FT) SOUTH OF A METAL GTE
 ME3273'UNDERGROUND CABLE BOX, 28.7 M (94.2 FT) SOUTH OF THE SOUTH END OF A
 ME3273'CONCRETE CULVERT PIPE AT A FIELD ENTRANCE, 56.0 M (183.7 FT) SOUTH OF
 ME3273'THE TOP OF THE SOUTH BANK OF AN EAST-WEST DRAINAGE DITCH, 0.25 M
 ME3273'(0.82 FT) EAST OF A FIBERGLASS WITNESS POST, A CONCRETE POST FLUSH
 ME3273'WITH THE GROUND AND 0.5 M (1.6 FT) LOWER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1639 ***********************************************************************
 LC1639  DESIGNATION -  J 204 RESET 1982
 LC1639  PID         -  LC1639
 LC1639  STATE/COUNTY-  IL/CHAMPAIGN
 LC1639  USGS QUAD   -  MAHOMET (1975)
 LC1639
 LC1639                         *CURRENT SURVEY CONTROL
 LC1639  ___________________________________________________________________
 LC1639* NAD 83(1986)-  40 12 09.     (N)    088 24 45.     (W)     SCALED    
 LC1639* NAVD 88     -       236.82   (meters)     777.0    (feet)  RESET     
 LC1639  ___________________________________________________________________
 LC1639  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC1639
 LC1639  VERT ORDER  -  THIRD
 LC1639
 LC1639.The horizontal coordinates were scaled from a topographic map and have
 LC1639.an estimated accuracy of +/- 6 seconds.
 LC1639
 LC1639.The orthometric height was computed from unverified reset data.
 LC1639.No vertical observational check was made to the station.
 LC1639
 LC1639.The geoid height was determined by GEOID03.
 LC1639
 LC1639;                    North         East    Units  Estimated Accuracy
 LC1639;SPC IL E     -   392,490.      293,260.      MT  (+/- 180 meters Scaled)
 LC1639
 LC1639                          SUPERSEDED SURVEY CONTROL
 LC1639
 LC1639  NGVD 29 (03/28/06)  236.87   (m)          777.1    (f) RESET       3  
 LC1639
 LC1639.Superseded values are not recommended for survey control.
 LC1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1639.See file dsdata.txt to determine how the superseded data were derived.
 LC1639
 LC1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK797511(NAD 83)
 LC1639_MARKER: DB = BENCH MARK DISK
 LC1639_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LC1639+WITH SETTING: PAVEMENT
 LC1639_SP_SET: STEPS
 LC1639_STAMPING: J 204 RESET 1982
 LC1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1639+STABILITY: SURFACE MOTION
 LC1639
 LC1639  HISTORY     - Date     Condition        Report By
 LC1639  HISTORY     - 1982     MONUMENTED       NGS
 LC1639
 LC1639                          STATION DESCRIPTION
 LC1639
 LC1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LC1639'1.3 KM (0.8 MI) NW FROM MAHOMET.
 LC1639'FROM THE POST OFFICE IN MAHOMET, GO WEST ALONG EAST MAIN STREET FOR
 LC1639'0.4 KM (0.25 MI) TO ITS JUNCTION WITH DIVISION STREET, TURN RIGHT AND
 LC1639'GO NORTH ALONG DIVISION STREET FOR 0.2 KM (0.15 MI) TO ITS JUNCTION
 LC1639'WITH STATE STREET, TURN LEFT AND GO WEST ALONG STATE STREET FOR
 LC1639'0.5 KM (0.3 MI ) TO A SIDEROAD RIGHT, TOWNSHIP ROAD, AND THE MAHOMET
 LC1639'HIGH SCHOOL IN THE NORTHWEST SECTION OF INTERSECTION, TURN RIGHT AND
 LC1639'GO NORTH ALONG TOWNSHIP ROAD FOR 0.2 KM (0.1 MI) TO THE MARK ON RIGHT,
 LC1639'61.5 METERS (201.6 FEET) OF NORTHWEST ENTRANCE TO HIGH SCHOOL, 35.1
 LC1639'METERS (115.0 FEET) EAST OF THE APPROXIMATE CENTER OF TOWNSHIP ROAD,
 LC1639'31.0 METERS (102.0 FEET) NORTH OF A CONCRETE LAMP POST IN PARKING
 LC1639'LOT, 5.2 METERS (17.0 FEET) SOUTH OF A CONCRETE LAMP POST IN PARKING
 LC1639'LOT, AND IN THE TOP OF THE NORTHEAST CORNER OF THE TOP STEP BETWEEN
 LC1639'TWO PARKING LOTS FOR HIGH SCHOOL ON THE WEST SIDE OF SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1470 ***********************************************************************
 ME1470  DESIGNATION -  J 206 RESET 1967
 ME1470  PID         -  ME1470
 ME1470  STATE/COUNTY-  IL/KANKAKEE
 ME1470  USGS QUAD   -  BOURBONNAIS (1978)
 ME1470
 ME1470                         *CURRENT SURVEY CONTROL
 ME1470  ___________________________________________________________________
 ME1470* NAD 83(1986)-  41 14 46.     (N)    087 52 38.     (W)     SCALED    
 ME1470* NAVD 88     -       202.17   (meters)     663.3    (feet)  RESET     
 ME1470  ___________________________________________________________________
 ME1470  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 ME1470
 ME1470  VERT ORDER  -  THIRD
 ME1470
 ME1470.The horizontal coordinates were scaled from a topographic map and have
 ME1470.an estimated accuracy of +/- 6 seconds.
 ME1470
 ME1470.The orthometric height was computed from unverified reset data.
 ME1470
 ME1470.The geoid height was determined by GEOID03.
 ME1470
 ME1470;                    North         East    Units  Estimated Accuracy
 ME1470;SPC IL E     -   508,470.      338,230.      MT  (+/- 180 meters Scaled)
 ME1470
 ME1470                          SUPERSEDED SURVEY CONTROL
 ME1470
 ME1470.No superseded survey control is available for this station.
 ME1470
 ME1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL264664(NAD 83)
 ME1470_MARKER: DB = BENCH MARK DISK
 ME1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1470_STAMPING: J 206 RESET 1967
 ME1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1470+STABILITY: SURFACE MOTION
 ME1470
 ME1470  HISTORY     - Date     Condition        Report By
 ME1470  HISTORY     - 1967     MONUMENTED       CGS
 ME1470
 ME1470                          STATION DESCRIPTION
 ME1470
 ME1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 ME1470'6.4 MI N FROM BOURBONIS.
 ME1470'6.4 MILES NORTH ALONG U.S. HIGHWAY 45 AND 52 FROM THEIR JUNCTION
 ME1470'WITH STATE HIGHWAY 102 IN BOURBONIS.  IT IS 151 FEET EAST OF A
 ME1470'26 INCH ELM TREE, 49.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 ME1470'13 FEET SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 1
 ME1470'FOOT NORTH OF A METAL WITNESS POST.  THE DISK IS SET IN THE
 ME1470'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0280 ***********************************************************************
 KB0280  DESIGNATION -  J 208
 KB0280  PID         -  KB0280
 KB0280  STATE/COUNTY-  IL/COLES
 KB0280  USGS QUAD   -  MATTOON EAST (1984)
 KB0280
 KB0280                         *CURRENT SURVEY CONTROL
 KB0280  ___________________________________________________________________
 KB0280* NAD 83(1986)-  39 28 07.     (N)    088 19 36.     (W)     SCALED    
 KB0280* NAVD 88     -       213.103  (meters)     699.16   (feet)  ADJUSTED  
 KB0280  ___________________________________________________________________
 KB0280  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0280  DYNAMIC HT  -         212.980 (meters)     698.75  (feet)  COMP
 KB0280  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 KB0280
 KB0280  VERT ORDER  -  SECOND    CLASS 0
 KB0280
 KB0280.The horizontal coordinates were scaled from a topographic map and have
 KB0280.an estimated accuracy of +/- 6 seconds.
 KB0280
 KB0280.The orthometric height was determined by differential leveling
 KB0280.and adjusted by the National Geodetic Survey in June 1991..
 KB0280
 KB0280.The geoid height was determined by GEOID03.
 KB0280
 KB0280.The dynamic height is computed by dividing the NAVD 88
 KB0280.geopotential number by the normal gravity value computed on the
 KB0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0280.degrees latitude (g = 980.6199 gals.).
 KB0280
 KB0280.The modeled gravity was interpolated from observed gravity values.
 KB0280
 KB0280;                    North         East    Units  Estimated Accuracy
 KB0280;SPC IL E     -   311,000.      300,570.      MT  (+/- 180 meters Scaled)
 KB0280
 KB0280                          SUPERSEDED SURVEY CONTROL
 KB0280
 KB0280  NGVD 29 (??/??/92)  213.165  (m)          699.36   (f) ADJ UNCH    2 0
 KB0280
 KB0280.Superseded values are not recommended for survey control.
 KB0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0280.See file dsdata.txt to determine how the superseded data were derived.
 KB0280
 KB0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ858696(NAD 83)
 KB0280_MARKER: DB = BENCH MARK DISK
 KB0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0280_STAMPING: J 208 1959
 KB0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0280+STABILITY: SURFACE MOTION
 KB0280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0280+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0280
 KB0280  HISTORY     - Date     Condition        Report By
 KB0280  HISTORY     - 1959     MONUMENTED       CGS
 KB0280  HISTORY     - 1973     GOOD             NGS
 KB0280  HISTORY     - 20011225 GOOD             INDIV
 KB0280  HISTORY     - 20050228 GOOD             ILDT
 KB0280
 KB0280                          STATION DESCRIPTION
 KB0280
 KB0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0280'4.8 MI SE FROM MATTOON.
 KB0280'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0280'WITH STATE HIGHWAY 16 IN MATTOON, THENCE 2.9 MILES EAST ALONG
 KB0280'AN ASPHALT ROAD, AT THE SOUTHWEST CORNER OF A GOLF COURSE, AT THE
 KB0280'JUNCTION OF AN ASPHALT ROAD NORTH, 33 FEET NORTH OF THE CENTER
 KB0280'LINE OF THE ROAD, 47 FEET EAST OF THE CENTER LINE OF THE ROAD
 KB0280'NORTH, 1 1/2 FEET SOUTH OF A FENCE, 4 FEET EAST OF A FENCE
 KB0280'CORNER, 12 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 1.4 FEET
 KB0280'WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 KB0280'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KB0280'PROJECTING 3 INCHES.
 KB0280
 KB0280                          STATION RECOVERY (1973)
 KB0280
 KB0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0280'RECOVERED IN GOOD CONDITION.
 KB0280
 KB0280                          STATION RECOVERY (2001)
 KB0280
 KB0280'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RDW)
 KB0280'RECOVERED IN GOOD CONDITION.
 KB0280
 KB0280                          STATION RECOVERY (2005)
 KB0280
 KB0280'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0280'4' EAST OF ROW MKR, 2.9 MILES EAST ALONG OLD STATE ROAD (640N) FROM
 KB0280'INTERSECTION W/US-45
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0353 ***********************************************************************
 KB0353  DESIGNATION -  J 209
 KB0353  PID         -  KB0353
 KB0353  STATE/COUNTY-  IL/EFFINGHAM
 KB0353  USGS QUAD   -  TEUTOPOLIS (1985)
 KB0353
 KB0353                         *CURRENT SURVEY CONTROL
 KB0353  ___________________________________________________________________
 KB0353* NAD 83(1986)-  39 11 01.     (N)    088 29 55.     (W)     SCALED    
 KB0353* NAVD 88     -       189.347  (meters)     621.22   (feet)  ADJUSTED  
 KB0353  ___________________________________________________________________
 KB0353  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB0353  DYNAMIC HT  -         189.234 (meters)     620.85  (feet)  COMP
 KB0353  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 KB0353
 KB0353  VERT ORDER  -  SECOND    CLASS 0
 KB0353
 KB0353.The horizontal coordinates were scaled from a topographic map and have
 KB0353.an estimated accuracy of +/- 6 seconds.
 KB0353
 KB0353.The orthometric height was determined by differential leveling
 KB0353.and adjusted by the National Geodetic Survey in June 1991..
 KB0353
 KB0353.The geoid height was determined by GEOID03.
 KB0353
 KB0353.The dynamic height is computed by dividing the NAVD 88
 KB0353.geopotential number by the normal gravity value computed on the
 KB0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0353.degrees latitude (g = 980.6199 gals.).
 KB0353
 KB0353.The modeled gravity was interpolated from observed gravity values.
 KB0353
 KB0353;                    North         East    Units  Estimated Accuracy
 KB0353;SPC IL E     -   279,380.      285,720.      MT  (+/- 180 meters Scaled)
 KB0353
 KB0353                          SUPERSEDED SURVEY CONTROL
 KB0353
 KB0353  NGVD 29 (??/??/92)  189.431  (m)          621.49   (f) ADJ UNCH    2 0
 KB0353
 KB0353.Superseded values are not recommended for survey control.
 KB0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0353.See file dsdata.txt to determine how the superseded data were derived.
 KB0353
 KB0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ705382(NAD 83)
 KB0353_MARKER: DB = BENCH MARK DISK
 KB0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0353_SP_SET: CULVERT
 KB0353_STAMPING: J 209 1959
 KB0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0353
 KB0353  HISTORY     - Date     Condition        Report By
 KB0353  HISTORY     - 1959     MONUMENTED       CGS
 KB0353  HISTORY     - 1973     GOOD             NGS
 KB0353
 KB0353                          STATION DESCRIPTION
 KB0353
 KB0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0353'3.2 MI S FROM SIGEL.
 KB0353'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0353'AT SIGEL, THENCE 2.7 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 KB0353'0.25 MILE WEST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DIRT
 KB0353'ROAD SOUTH, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 KB0353'OF A 5-FOOT CONCRETE BOX CULVERT UNDER THE ROAD SOUTH, 16 FEET
 KB0353'SOUTH OF THE CENTER LINE OF THE ASPHALT ROAD, 12 FEET EAST OF
 KB0353'THE CENTER LINE OF THE DIRT ROAD, ABOUT 1 FOOT ABOVE THE LEVEL
 KB0353'OF THE ASPHALT ROAD AND ABOUT LEVEL WITH THE DIRT ROAD.
 KB0353
 KB0353                          STATION RECOVERY (1973)
 KB0353
 KB0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1620 ***********************************************************************
 LC1620  DESIGNATION -  J 21 RESET 1978
 LC1620  PID         -  LC1620
 LC1620  STATE/COUNTY-  IL/LIVINGSTON
 LC1620  USGS QUAD   -  SAUNEMIN (1983)
 LC1620
 LC1620                         *CURRENT SURVEY CONTROL
 LC1620  ___________________________________________________________________
 LC1620* NAD 83(1986)-  40 54 20.     (N)    088 24 52.     (W)     SCALED    
 LC1620* NAVD 88     -       207.57   (+/-2cm)     681.0    (feet)  VERTCON   
 LC1620  ___________________________________________________________________
 LC1620  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC1620
 LC1620  VERT ORDER  -  THIRD (See Below)
 LC1620
 LC1620.The horizontal coordinates were scaled from a topographic map and have
 LC1620.an estimated accuracy of +/- 6 seconds.
 LC1620
 LC1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1620.The vertical order pertains to the NGVD 29 superseded value.
 LC1620
 LC1620.The geoid height was determined by GEOID03.
 LC1620
 LC1620;                    North         East    Units  Estimated Accuracy
 LC1620;SPC IL E     -   470,560.      293,170.      MT  (+/- 180 meters Scaled)
 LC1620
 LC1620                          SUPERSEDED SURVEY CONTROL
 LC1620
 LC1620  NGVD 29 (03/28/06)  207.63   (m)          681.2    (f) RESET       3  
 LC1620
 LC1620.Superseded values are not recommended for survey control.
 LC1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1620.See file dsdata.txt to determine how the superseded data were derived.
 LC1620
 LC1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL808292(NAD 83)
 LC1620_MARKER: DB = BENCH MARK DISK
 LC1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1620_STAMPING: J 21 RESET 1978
 LC1620_PROJECTION: FLUSH
 LC1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1620+STABILITY: SURFACE MOTION
 LC1620
 LC1620  HISTORY     - Date     Condition        Report By
 LC1620  HISTORY     - 1978     MONUMENTED       NGS
 LC1620
 LC1620                          STATION DESCRIPTION
 LC1620
 LC1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LC1620'1.5 MI NW FROM SAUNEMIN.
 LC1620'1.0 MILE NORTH FROM THE INTERSECTION OF STATE HIGHWAY 47 AND 116 AT
 LC1620'THE WEST EDGE OF SAUNEMIN, GO NORTH ON HIGHWAY 47 TO A CROSSROAD AND
 LC1620'MARK ON THE LEFT AS DESCRIBED. 157 FEET WEST OF THE CENTERLINE OF
 LC1620'STATE HIGHWAY 47, 20 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 LC1620'AND 1 FOOT EAST OF A POWER POLE.
 LC1620'THE MARK IS 1 FT  W FROM A WITNESS POST.
 LC1620'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0395 ***********************************************************************
 KB0395  DESIGNATION -  J 210
 KB0395  PID         -  KB0395
 KB0395  STATE/COUNTY-  IL/CUMBERLAND
 KB0395  USGS QUAD   -  GREENUP (1985)
 KB0395
 KB0395                         *CURRENT SURVEY CONTROL
 KB0395  ___________________________________________________________________
 KB0395* NAD 83(1986)-  39 14 03.     (N)    088 11 57.     (W)     SCALED    
 KB0395* NAVD 88     -       176.240  (meters)     578.21   (feet)  ADJUSTED  
 KB0395  ___________________________________________________________________
 KB0395  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0395  DYNAMIC HT  -         176.137 (meters)     577.88  (feet)  COMP
 KB0395  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 KB0395
 KB0395  VERT ORDER  -  SECOND    CLASS 0
 KB0395
 KB0395.The horizontal coordinates were scaled from a topographic map and have
 KB0395.an estimated accuracy of +/- 6 seconds.
 KB0395
 KB0395.The orthometric height was determined by differential leveling
 KB0395.and adjusted by the National Geodetic Survey in June 1991..
 KB0395
 KB0395.The geoid height was determined by GEOID03.
 KB0395
 KB0395.The dynamic height is computed by dividing the NAVD 88
 KB0395.geopotential number by the normal gravity value computed on the
 KB0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0395.degrees latitude (g = 980.6199 gals.).
 KB0395
 KB0395.The modeled gravity was interpolated from observed gravity values.
 KB0395
 KB0395;                    North         East    Units  Estimated Accuracy
 KB0395;SPC IL E     -   284,980.      311,580.      MT  (+/- 180 meters Scaled)
 KB0395
 KB0395                          SUPERSEDED SURVEY CONTROL
 KB0395
 KB0395  NGVD 29 (??/??/92)  176.301  (m)          578.41   (f) ADJ UNCH    2 0
 KB0395
 KB0395.Superseded values are not recommended for survey control.
 KB0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0395.See file dsdata.txt to determine how the superseded data were derived.
 KB0395
 KB0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ965434(NAD 83)
 KB0395_MARKER: DB = BENCH MARK DISK
 KB0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0395_SP_SET: CULVERT
 KB0395_STAMPING: J 210 1959
 KB0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0395+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KB0395
 KB0395  HISTORY     - Date     Condition        Report By
 KB0395  HISTORY     - 1959     MONUMENTED       CGS
 KB0395  HISTORY     - 1973     GOOD             NGS
 KB0395  HISTORY     - 20050215 GOOD             ILDT
 KB0395
 KB0395                          STATION DESCRIPTION
 KB0395
 KB0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0395'2.7 MI SW FROM GREENUP.
 KB0395'ABOUT 2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0395'WITH STATE HIGHWAY 130 IN GREENUP, SET IN THE TOP OF THE
 KB0395'EAST-NORTHEAST END OF THE NORTH-NORTHWEST HEADWALL OF A 5-FOOT
 KB0395'CONCRETE BOX CULVERT, 78 FEET NORTH-NORTHWEST OF THE CENTER
 KB0395'LINE OF THE HIGHWAY AND ABOUT 13 FEET BELOW THE LEVEL OF THE
 KB0395'HIGHWAY.
 KB0395
 KB0395                          STATION RECOVERY (1973)
 KB0395
 KB0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0395'RECOVERED IN GOOD CONDITION.
 KB0395
 KB0395                          STATION RECOVERY (2005)
 KB0395
 KB0395'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1400 ***********************************************************************
 KA1400  DESIGNATION -  J 211
 KA1400  PID         -  KA1400
 KA1400  STATE/COUNTY-  IL/CLARK
 KA1400  USGS QUAD   -  CLARK CENTER (1984)
 KA1400
 KA1400                         *CURRENT SURVEY CONTROL
 KA1400  ___________________________________________________________________
 KA1400* NAD 83(1986)-  39 21 57.     (N)    087 46 18.     (W)     SCALED    
 KA1400* NAVD 88     -       169.274  (meters)     555.36   (feet)  ADJUSTED  
 KA1400  ___________________________________________________________________
 KA1400  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KA1400  DYNAMIC HT  -         169.177 (meters)     555.04  (feet)  COMP
 KA1400  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 KA1400
 KA1400  VERT ORDER  -  SECOND    CLASS 0
 KA1400
 KA1400.The horizontal coordinates were scaled from a topographic map and have
 KA1400.an estimated accuracy of +/- 6 seconds.
 KA1400
 KA1400.The orthometric height was determined by differential leveling
 KA1400.and adjusted by the National Geodetic Survey in June 1991..
 KA1400
 KA1400.The geoid height was determined by GEOID03.
 KA1400
 KA1400.The dynamic height is computed by dividing the NAVD 88
 KA1400.geopotential number by the normal gravity value computed on the
 KA1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1400.degrees latitude (g = 980.6199 gals.).
 KA1400
 KA1400.The modeled gravity was interpolated from observed gravity values.
 KA1400
 KA1400;                    North         East    Units  Estimated Accuracy
 KA1400;SPC IL E     -   299,740.      348,400.      MT  (+/- 180 meters Scaled)
 KA1400
 KA1400                          SUPERSEDED SURVEY CONTROL
 KA1400
 KA1400  NGVD 29 (??/??/92)  169.351  (m)          555.61   (f) ADJ UNCH    2 0
 KA1400
 KA1400.Superseded values are not recommended for survey control.
 KA1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1400.See file dsdata.txt to determine how the superseded data were derived.
 KA1400
 KA1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ335576(NAD 83)
 KA1400_MARKER: DB = BENCH MARK DISK
 KA1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1400_SP_SET: BRIDGE
 KA1400_STAMPING: J 211 1959
 KA1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1400+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KA1400
 KA1400  HISTORY     - Date     Condition        Report By
 KA1400  HISTORY     - 1959     MONUMENTED       CGS
 KA1400  HISTORY     - 20050208 GOOD             ILDT
 KA1400
 KA1400                          STATION DESCRIPTION
 KA1400
 KA1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1400'6 MI NE FROM MARTINVILLE.
 KA1400'5.95 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1400'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, SET IN THE TOP OF THE
 KA1400'SOUTHEAST END OF THE BACKWALL AT THE WEST CORNER OF THE BRIDGE
 KA1400'OVER MILL CREEK, 18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 KA1400'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE WAY.  NOTE-- THIS MARK MAY
 KA1400'BE DESTROYED BY THE ILLINOIS HIGHWAY DEPARTMENT.  A NEW MARK K 211
 KA1400'WAS ESTABLISHED IN THE NEAR VICINITY.  NOTE-- THE MARK MAY BE
 KA1400'REACHED FROM MARSHALL, CLARK COUNTY, BY GOING SOUTHWEST FOR 5.3
 KA1400'MILES ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH STATE HIGHWAY
 KA1400'1 IN MARSHALL.
 KA1400
 KA1400                          STATION RECOVERY (2005)
 KA1400
 KA1400'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0951 ***********************************************************************
 JB0951  DESIGNATION -  J 212
 JB0951  PID         -  JB0951
 JB0951  STATE/COUNTY-  IL/BOND
 JB0951  USGS QUAD   -  MULBERRY GROVE (1980)
 JB0951
 JB0951                         *CURRENT SURVEY CONTROL
 JB0951  ___________________________________________________________________
 JB0951* NAD 83(1986)-  38 54 54.     (N)    089 16 29.     (W)     SCALED    
 JB0951* NAVD 88     -       172.596  (meters)     566.26   (feet)  ADJUSTED  
 JB0951  ___________________________________________________________________
 JB0951  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JB0951  DYNAMIC HT  -         172.490 (meters)     565.91  (feet)  COMP
 JB0951  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 JB0951
 JB0951  VERT ORDER  -  SECOND    CLASS 0
 JB0951
 JB0951.The horizontal coordinates were scaled from a topographic map and have
 JB0951.an estimated accuracy of +/- 6 seconds.
 JB0951
 JB0951.The orthometric height was determined by differential leveling
 JB0951.and adjusted by the National Geodetic Survey in June 1991..
 JB0951
 JB0951.The geoid height was determined by GEOID03.
 JB0951
 JB0951.The dynamic height is computed by dividing the NAVD 88
 JB0951.geopotential number by the normal gravity value computed on the
 JB0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0951.degrees latitude (g = 980.6199 gals.).
 JB0951
 JB0951.The modeled gravity was interpolated from observed gravity values.
 JB0951
 JB0951;                    North         East    Units  Estimated Accuracy
 JB0951;SPC IL W     -   249,910.      777,350.      MT  (+/- 180 meters Scaled)
 JB0951
 JB0951                          SUPERSEDED SURVEY CONTROL
 JB0951
 JB0951  NGVD 29 (??/??/92)  172.722  (m)          566.67   (f) ADJ UNCH    2 0
 JB0951
 JB0951.Superseded values are not recommended for survey control.
 JB0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0951.See file dsdata.txt to determine how the superseded data were derived.
 JB0951
 JB0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ027098(NAD 83)
 JB0951_MARKER: DB = BENCH MARK DISK
 JB0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0951_STAMPING: J 212 1960
 JB0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0951+STABILITY: SURFACE MOTION
 JB0951
 JB0951  HISTORY     - Date     Condition        Report By
 JB0951  HISTORY     - 1960     MONUMENTED       CGS
 JB0951  HISTORY     - 1973     MARK NOT FOUND   USGS
 JB0951
 JB0951                          STATION DESCRIPTION
 JB0951
 JB0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0951'0.6 MI SW FROM MULBERRY GROVE.
 JB0951'ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB0951'WITH SOUTH MAPLE STREET IN MULBERRY GROVE, THENCE 0.25 MILE SOUTH
 JB0951'ALONG AN ASPHALT ROAD, AT A FENCE CORNER EAST OF THE ROAD, 31
 JB0951'FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE,
 JB0951'31 1/2 FEET NORTH OF THE SECOND TELEPHONE POLE SOUTH OF A DRIVE
 JB0951'EAST TO A FARM HOUSE, 73 FEET EAST-SOUTHEAST AND ACROSS THE ROAD
 JB0951'FROM THE FIRST POWER POLE SOUTH OF A POLE WITH A TRANSFORMER, 2.5
 JB0951'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 JB0951'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0951'2 INCHES.
 JB0951
 JB0951                          STATION RECOVERY (1973)
 JB0951
 JB0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JB0951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1403 ***********************************************************************
 JB1403  DESIGNATION -  J 213
 JB1403  PID         -  JB1403
 JB1403  STATE/COUNTY-  IL/MADISON
 JB1403  USGS QUAD   -  POCAHONTAS (1974)
 JB1403
 JB1403                         *CURRENT SURVEY CONTROL
 JB1403  ___________________________________________________________________
 JB1403* NAD 83(1986)-  38 47 13.     (N)    089 35 53.     (W)     SCALED    
 JB1403* NAVD 88     -       160.766  (meters)     527.45   (feet)  ADJUSTED  
 JB1403  ___________________________________________________________________
 JB1403  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JB1403  DYNAMIC HT  -         160.666 (meters)     527.12  (feet)  COMP
 JB1403  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 JB1403
 JB1403  VERT ORDER  -  SECOND    CLASS 0
 JB1403
 JB1403.The horizontal coordinates were scaled from a topographic map and have
 JB1403.an estimated accuracy of +/- 6 seconds.
 JB1403
 JB1403.The orthometric height was determined by differential leveling
 JB1403.and adjusted by the National Geodetic Survey in June 1991..
 JB1403
 JB1403.The geoid height was determined by GEOID03.
 JB1403
 JB1403.The dynamic height is computed by dividing the NAVD 88
 JB1403.geopotential number by the normal gravity value computed on the
 JB1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1403.degrees latitude (g = 980.6199 gals.).
 JB1403
 JB1403.The modeled gravity was interpolated from observed gravity values.
 JB1403
 JB1403;                    North         East    Units  Estimated Accuracy
 JB1403;SPC IL W     -   235,470.      749,400.      MT  (+/- 180 meters Scaled)
 JB1403
 JB1403                          SUPERSEDED SURVEY CONTROL
 JB1403
 JB1403  NGVD 29 (??/??/92)  160.887  (m)          527.84   (f) ADJ UNCH    2 0
 JB1403
 JB1403.Superseded values are not recommended for survey control.
 JB1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1403.See file dsdata.txt to determine how the superseded data were derived.
 JB1403
 JB1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH743963(NAD 83)
 JB1403_MARKER: DB = BENCH MARK DISK
 JB1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1403_STAMPING: J 213 1960
 JB1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1403+STABILITY: SURFACE MOTION
 JB1403
 JB1403  HISTORY     - Date     Condition        Report By
 JB1403  HISTORY     - 1960     MONUMENTED       CGS
 JB1403
 JB1403                          STATION DESCRIPTION
 JB1403
 JB1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1403'4.6 MI SW FROM POCAHONTAS.
 JB1403'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB1403'JUNCTION WITH MAIN STREET IN POCAHONTAS, THENCE 1.0 MILES SOUTH
 JB1403'ALONG AN OILED ROAD, ABOUT 0.5 MILE NORTH OF THE JUNCTION OF
 JB1403'STATE HIGHWAY 143 IN PIERRON, AT THE NORTHEAST CORNER OF THE
 JB1403'CALVERY CEMETERY, AT THE JUNCTION OF A DRIVE WEST, 29 FEET WEST
 JB1403'OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET NORTH OF THE CENTER
 JB1403'LINE OF THE NORTH ENTRANCE TO THE CEMETERY, 7 FEET
 JB1403'NORTH-NORTHEAST OF THE EAST END OF A ROW OF CEDAR TREES, 2 1/2
 JB1403'FEET SOUTHWEST OF A TELEPHONE POLE, 20 FEET SOUTH OF THE
 JB1403'CENTER LINE OF A DRIVE WEST, 2.0 FEET WEST OF A METAL WITNESS
 JB1403'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB1403'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0724 ***********************************************************************
 JB0724  DESIGNATION -  J 214
 JB0724  PID         -  JB0724
 JB0724  STATE/COUNTY-  IL/FAYETTE
 JB0724  USGS QUAD   -  KINMUNDY (1985)
 JB0724
 JB0724                         *CURRENT SURVEY CONTROL
 JB0724  ___________________________________________________________________
 JB0724* NAD 83(1986)-  38 51 26.     (N)    088 46 42.     (W)     SCALED    
 JB0724* NAVD 88     -       177.430  (meters)     582.12   (feet)  ADJUSTED  
 JB0724  ___________________________________________________________________
 JB0724  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JB0724  DYNAMIC HT  -         177.319 (meters)     581.75  (feet)  COMP
 JB0724  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 JB0724
 JB0724  VERT ORDER  -  SECOND    CLASS 0
 JB0724
 JB0724.The horizontal coordinates were scaled from a topographic map and have
 JB0724.an estimated accuracy of +/- 6 seconds.
 JB0724
 JB0724.The orthometric height was determined by differential leveling
 JB0724.and adjusted by the National Geodetic Survey in June 1991..
 JB0724
 JB0724.The geoid height was determined by GEOID03.
 JB0724
 JB0724.The dynamic height is computed by dividing the NAVD 88
 JB0724.geopotential number by the normal gravity value computed on the
 JB0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0724.degrees latitude (g = 980.6199 gals.).
 JB0724
 JB0724.The modeled gravity was interpolated from observed gravity values.
 JB0724
 JB0724;                    North         East    Units  Estimated Accuracy
 JB0724;SPC IL E     -   243,220.      261,380.      MT  (+/- 180 meters Scaled)
 JB0724
 JB0724                          SUPERSEDED SURVEY CONTROL
 JB0724
 JB0724  NGVD 29 (??/??/92)  177.531  (m)          582.45   (f) ADJ UNCH    2 0
 JB0724
 JB0724.Superseded values are not recommended for survey control.
 JB0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0724.See file dsdata.txt to determine how the superseded data were derived.
 JB0724
 JB0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ456024(NAD 83)
 JB0724_MARKER: DB = BENCH MARK DISK
 JB0724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0724_SP_SET: CULVERT
 JB0724_STAMPING: J 214 1960
 JB0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0724
 JB0724  HISTORY     - Date     Condition        Report By
 JB0724  HISTORY     - 1960     MONUMENTED       CGS
 JB0724
 JB0724                          STATION DESCRIPTION
 JB0724
 JB0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0724'4.6 MI SW FROM LA CLEDE.
 JB0724'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE ILLINOIS
 JB0724'CENTRAL RAILROAD STATION AT LA CLEDE, THENCE 1.75 MILES WEST ALONG
 JB0724'AN ASPHALT ROAD, THENCE 0.5 MILE SOUTH ALONG AN ASPHALT ROAD,
 JB0724'THENCE 1.0 MILES WEST ALONG A DIRT ROAD, THENCE 0.3 MILE SOUTH
 JB0724'ALONG A GRAVEL ROAD, ABOUT 0.15 MILE SOUTH OF A FARM HOUSE WEST
 JB0724'OF THE ROAD, SET IN THE TOP OF THE EAST HEADWALL OF A 4-FOOT
 JB0724'CONCRETE BOX CULVERT, 12 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JB0724'2 FEET SOUTH OF THE NORTH END OF THE HEADWALL AND ABOUT 1/2
 JB0724'FOOT ABOVE THE LEVEL OF THE ROAD.  NOTE-- THE MARK MAY BE REACHED
 JB0724'FROM FARINA, FAYETTE COUNTY, BY GOING NORTHWEST FOR 0.6 MILE ALONG
 JB0724'STATE HIGHWAY 185 FROM ITS JUNCTION WITH STATE HIGHWAY 37 IN
 JB0724'FARINA, THENCE 1.25 MILE NORTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0634 ***********************************************************************
 JB0634  DESIGNATION -  J 215
 JB0634  PID         -  JB0634
 JB0634  STATE/COUNTY-  IL/MARION
 JB0634  USGS QUAD   -  SALEM SOUTH (1978)
 JB0634
 JB0634                         *CURRENT SURVEY CONTROL
 JB0634  ___________________________________________________________________
 JB0634* NAD 83(1986)-  38 32 56.     (N)    088 57 34.     (W)     SCALED    
 JB0634* NAVD 88     -       175.971  (meters)     577.33   (feet)  ADJUSTED  
 JB0634  ___________________________________________________________________
 JB0634  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JB0634  DYNAMIC HT  -         175.859 (meters)     576.96  (feet)  COMP
 JB0634  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JB0634
 JB0634  VERT ORDER  -  SECOND    CLASS 0
 JB0634
 JB0634.The horizontal coordinates were scaled from a topographic map and have
 JB0634.an estimated accuracy of +/- 6 seconds.
 JB0634
 JB0634.The orthometric height was determined by differential leveling
 JB0634.and adjusted by the National Geodetic Survey in June 1991..
 JB0634
 JB0634.The geoid height was determined by GEOID03.
 JB0634
 JB0634.The dynamic height is computed by dividing the NAVD 88
 JB0634.geopotential number by the normal gravity value computed on the
 JB0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0634.degrees latitude (g = 980.6199 gals.).
 JB0634
 JB0634.The modeled gravity was interpolated from observed gravity values.
 JB0634
 JB0634;                    North         East    Units  Estimated Accuracy
 JB0634;SPC IL E     -   209,090.      245,420.      MT  (+/- 180 meters Scaled)
 JB0634
 JB0634                          SUPERSEDED SURVEY CONTROL
 JB0634
 JB0634  NGVD 29 (??/??/92)  176.078  (m)          577.68   (f) ADJ UNCH    2 0
 JB0634
 JB0634.Superseded values are not recommended for survey control.
 JB0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0634.See file dsdata.txt to determine how the superseded data were derived.
 JB0634
 JB0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH292685(NAD 83)
 JB0634_MARKER: DB = BENCH MARK DISK
 JB0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0634_STAMPING: J 215 1960
 JB0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0634+STABILITY: SURFACE MOTION
 JB0634
 JB0634  HISTORY     - Date     Condition        Report By
 JB0634  HISTORY     - 1960     MONUMENTED       CGS
 JB0634
 JB0634                          STATION DESCRIPTION
 JB0634
 JB0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0634'6.5 MI S FROM SALEM.
 JB0634'ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0634'IN SALEM, THENCE 1.0 MILE WEST ALONG AN OILED ROAD, AT THE
 JB0634'JUNCTION OF A GRAVEL ROAD SOUTH, 29 FEET SOUTH OF THE CENTER LINE
 JB0634'OF THE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 39
 JB0634'FEET SOUTHWEST OF THE CENTER LINE OF THE JUNCTION, 6 FEET
 JB0634'SOUTHWEST OF A TELEPHONE POLE, 2.1 FEET SOUTH OF A METAL WITNESS
 JB0634'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 JB0634'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0303 ***********************************************************************
 JB0303  DESIGNATION -  J 216
 JB0303  PID         -  JB0303
 JB0303  STATE/COUNTY-  IL/JEFFERSON
 JB0303  USGS QUAD   -  INA (1975)
 JB0303
 JB0303                         *CURRENT SURVEY CONTROL
 JB0303  ___________________________________________________________________
 JB0303* NAD 83(1986)-  38 11 10.     (N)    088 54 11.     (W)     SCALED    
 JB0303* NAVD 88     -       126.594  (meters)     415.33   (feet)  ADJUSTED  
 JB0303  ___________________________________________________________________
 JB0303  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JB0303  DYNAMIC HT  -         126.511 (meters)     415.06  (feet)  COMP
 JB0303  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 JB0303
 JB0303  VERT ORDER  -  SECOND    CLASS 0
 JB0303
 JB0303.The horizontal coordinates were scaled from a topographic map and have
 JB0303.an estimated accuracy of +/- 6 seconds.
 JB0303
 JB0303.The orthometric height was determined by differential leveling
 JB0303.and adjusted by the National Geodetic Survey in June 1991..
 JB0303
 JB0303.The geoid height was determined by GEOID03.
 JB0303
 JB0303.The dynamic height is computed by dividing the NAVD 88
 JB0303.geopotential number by the normal gravity value computed on the
 JB0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0303.degrees latitude (g = 980.6199 gals.).
 JB0303
 JB0303.The modeled gravity was interpolated from observed gravity values.
 JB0303
 JB0303;                    North         East    Units  Estimated Accuracy
 JB0303;SPC IL E     -   168,790.      250,090.      MT  (+/- 180 meters Scaled)
 JB0303
 JB0303                          SUPERSEDED SURVEY CONTROL
 JB0303
 JB0303  NGVD 29 (??/??/92)  126.697  (m)          415.67   (f) ADJ UNCH    2 0
 JB0303
 JB0303.Superseded values are not recommended for survey control.
 JB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0303.See file dsdata.txt to determine how the superseded data were derived.
 JB0303
 JB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH333281(NAD 83)
 JB0303_MARKER: DB = BENCH MARK DISK
 JB0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0303_SP_SET: BRIDGE
 JB0303_STAMPING: J 216 1960
 JB0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0303
 JB0303  HISTORY     - Date     Condition        Report By
 JB0303  HISTORY     - 1960     MONUMENTED       CGS
 JB0303  HISTORY     - 1978     GOOD             ILDT
 JB0303
 JB0303                          STATION DESCRIPTION
 JB0303
 JB0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0303'2.3 MI N FROM INA.
 JB0303'ABOUT 2.3 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0303'RAILROAD FROM THE STATION AT INA, ABOUT 0.15 MILE NORTH OF THE
 JB0303'JUNCTION OF A ROAD EAST, SET IN THE TOP OF THE NORTHWEST END OF
 JB0303'THE WINGWALL AT THE SOUTHEAST CORNER OF THE 120-FOOT CONCRETE
 JB0303'HIGHWAY BRIDGE 40 FEET WEST OF THE WEST RAIL, 18 FEET EAST OF
 JB0303'THE CENTER LINE OF THE HIGHWAY (STATE 37), 41 FEET WEST-NORTHWEST
 JB0303'OF THE SOUTH END OF RAILROAD BRIDGE NUMBER 284.8, ABOUT 1/2
 JB0303'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JB0303
 JB0303                          STATION RECOVERY (1978)
 JB0303
 JB0303'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 JB0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0950 ***********************************************************************
 HB0950  DESIGNATION -  J 217
 HB0950  PID         -  HB0950
 HB0950  STATE/COUNTY-  IL/PULASKI
 HB0950  USGS QUAD   -  DONGOLA (1996)
 HB0950
 HB0950                         *CURRENT SURVEY CONTROL
 HB0950  ___________________________________________________________________
 HB0950* NAD 83(1986)-  37 19 43.     (N)    089 09 38.     (W)     SCALED    
 HB0950* NAVD 88     -       108.619  (meters)     356.36   (feet)  ADJUSTED  
 HB0950  ___________________________________________________________________
 HB0950  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HB0950  DYNAMIC HT  -         108.542 (meters)     356.11  (feet)  COMP
 HB0950  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 HB0950
 HB0950  VERT ORDER  -  SECOND    CLASS 0
 HB0950
 HB0950.The horizontal coordinates were scaled from a topographic map and have
 HB0950.an estimated accuracy of +/- 6 seconds.
 HB0950
 HB0950.The orthometric height was determined by differential leveling
 HB0950.and adjusted by the National Geodetic Survey in June 1991..
 HB0950
 HB0950.The geoid height was determined by GEOID03.
 HB0950
 HB0950.The dynamic height is computed by dividing the NAVD 88
 HB0950.geopotential number by the normal gravity value computed on the
 HB0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0950.degrees latitude (g = 980.6199 gals.).
 HB0950
 HB0950.The modeled gravity was interpolated from observed gravity values.
 HB0950
 HB0950;                    North         East    Units  Estimated Accuracy
 HB0950;SPC IL W     -    73,930.      789,170.      MT  (+/- 180 meters Scaled)
 HB0950
 HB0950                          SUPERSEDED SURVEY CONTROL
 HB0950
 HB0950  NGVD 29 (??/??/??)  108.587  (m)          356.26   (f) ADJUSTED    2 0
 HB0950
 HB0950.Superseded values are not recommended for survey control.
 HB0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0950.See file dsdata.txt to determine how the superseded data were derived.
 HB0950
 HB0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG085335(NAD 83)
 HB0950_MARKER: DB = BENCH MARK DISK
 HB0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0950_STAMPING: J 217 1960
 HB0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0950+STABILITY: SURFACE MOTION
 HB0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0950+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HB0950
 HB0950  HISTORY     - Date     Condition        Report By
 HB0950  HISTORY     - 1960     MONUMENTED       CGS
 HB0950  HISTORY     - 1976     GOOD             ILDT
 HB0950  HISTORY     - 1976     GOOD             ILDT
 HB0950  HISTORY     - 1976     GOOD             ILDT
 HB0950  HISTORY     - 20020827 GOOD             USACE
 HB0950
 HB0950                          STATION DESCRIPTION
 HB0950
 HB0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0950'0.4 MI NE FROM WETAUG.
 HB0950'ABOUT 0.45 MILE EAST, NORTH AND NORTHEAST ALONG A GRAVEL ROAD
 HB0950'FROM ITS JUNCTION WITH U.S. HIGHWAY 51 IN WETAUG (THIS IS THE
 HB0950'ONLY ROAD CROSSING IN WETAUG), AT A DRIVE NORTH TO A FARM HOUSE,
 HB0950'20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE
 HB0950'CENTER LINE OF THE DRIVE, 1 FOOT SOUTH OF THE FENCE, 6 FEET WEST
 HB0950'OF A FENCE CORNER, 129 FEET EAST OF THE NORTHEAST CORNER OF A
 HB0950'10-FOOT WOODEN PLANK BRIDGE, 1.7 FEET WEST OF A METAL WITNESS
 HB0950'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 HB0950'POST PROJECTING 3 INCHES.
 HB0950
 HB0950                          STATION RECOVERY (1976)
 HB0950
 HB0950'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0950'RECOVERED IN GOOD CONDITION.
 HB0950
 HB0950                          STATION RECOVERY (1976)
 HB0950
 HB0950'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0950'RECOVERED IN GOOD CONDITION.
 HB0950
 HB0950                          STATION RECOVERY (1976)
 HB0950
 HB0950'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0950'RECOVERED IN GOOD CONDITION.
 HB0950
 HB0950                          STATION RECOVERY (2002)
 HB0950
 HB0950'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1424 ***********************************************************************
 JB1424  DESIGNATION -  J 218 RESET 1973
 JB1424  PID         -  JB1424
 JB1424  STATE/COUNTY-  IL/MADISON
 JB1424  USGS QUAD   -  WORDEN (1991)
 JB1424
 JB1424                         *CURRENT SURVEY CONTROL
 JB1424  ___________________________________________________________________
 JB1424* NAD 83(1986)-  38 56 04.     (N)    089 48 05.     (W)     SCALED    
 JB1424* NAVD 88     -       172.82   (meters)     567.0    (feet)  RESET     
 JB1424  ___________________________________________________________________
 JB1424  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JB1424
 JB1424  VERT ORDER  -  THIRD
 JB1424
 JB1424.The horizontal coordinates were scaled from a topographic map and have
 JB1424.an estimated accuracy of +/- 6 seconds.
 JB1424
 JB1424.The orthometric height was computed from unverified reset data.
 JB1424.No vertical observational check was made to the station.
 JB1424
 JB1424.The geoid height was determined by GEOID03.
 JB1424
 JB1424;                    North         East    Units  Estimated Accuracy
 JB1424;SPC IL W     -   251,760.      731,670.      MT  (+/- 180 meters Scaled)
 JB1424
 JB1424                          SUPERSEDED SURVEY CONTROL
 JB1424
 JB1424  NGVD 29 (??/??/??)  172.94   (m)          567.4    (f) RESET       3  
 JB1424
 JB1424.Superseded values are not recommended for survey control.
 JB1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1424.See file dsdata.txt to determine how the superseded data were derived.
 JB1424
 JB1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ571132(NAD 83)
 JB1424_MARKER: DB = BENCH MARK DISK
 JB1424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB1424_SP_SET: CULVERT
 JB1424_STAMPING: J 218 RESET 1973
 JB1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB1424
 JB1424  HISTORY     - Date     Condition        Report By
 JB1424  HISTORY     - 1973     MONUMENTED       ILHD
 JB1424
 JB1424                          STATION DESCRIPTION
 JB1424
 JB1424'DESCRIBED BY IL HIGHWAY DEPT 1973
 JB1424'1.9 MI E FROM WORDEN.
 JB1424'ABOUT 700 FEET NORTH OF THE NORTH ABUTMENT OF THE BRIDGE
 JB1424'CARRYING ILL. RTE. 4 OVER FAI 55, ABOUT 1.90 MILES EAST OF
 JB1424'WORDEN, ABOUT 200 FEET SOUTH OF THE INTERSECTION OF NEW WORDEN
 JB1424'ROAD AND ILL. RTE. 4, SET IN THE HEAD-WALL OF A BOX CULVERT AT
 JB1424'STATION 58+00 ILL. RTE. 4 AND ABOUT 82 FEET WEST OF THE
 JB1424'CENTERLINE OF ILL. RTE. 4 AND ABOUT 8.5 FT. BELOW THE LEVEL OF
 JB1424'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1078 ***********************************************************************
 KB1078  DESIGNATION -  J 219
 KB1078  PID         -  KB1078
 KB1078  STATE/COUNTY-  IL/SANGAMON
 KB1078  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1078
 KB1078                         *CURRENT SURVEY CONTROL
 KB1078  ___________________________________________________________________
 KB1078* NAD 83(1986)-  39 56 35.     (N)    089 33 32.     (W)     SCALED    
 KB1078* NAVD 88     -       179.631  (meters)     589.34   (feet)  ADJUSTED  
 KB1078  ___________________________________________________________________
 KB1078  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1078  DYNAMIC HT  -         179.536 (meters)     589.03  (feet)  COMP
 KB1078  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 KB1078
 KB1078  VERT ORDER  -  SECOND    CLASS 0
 KB1078
 KB1078.The horizontal coordinates were scaled from a topographic map and have
 KB1078.an estimated accuracy of +/- 6 seconds.
 KB1078
 KB1078.The orthometric height was determined by differential leveling
 KB1078.and adjusted by the National Geodetic Survey in June 1991..
 KB1078
 KB1078.The geoid height was determined by GEOID03.
 KB1078
 KB1078.The dynamic height is computed by dividing the NAVD 88
 KB1078.geopotential number by the normal gravity value computed on the
 KB1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1078.degrees latitude (g = 980.6199 gals.).
 KB1078
 KB1078.The modeled gravity was interpolated from observed gravity values.
 KB1078
 KB1078;                    North         East    Units  Estimated Accuracy
 KB1078;SPC IL W     -   363,840.      751,940.      MT  (+/- 180 meters Scaled)
 KB1078
 KB1078                          SUPERSEDED SURVEY CONTROL
 KB1078
 KB1078  NGVD 29 (??/??/92)  179.724  (m)          589.64   (f) ADJ UNCH    2 0
 KB1078
 KB1078.Superseded values are not recommended for survey control.
 KB1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1078.See file dsdata.txt to determine how the superseded data were derived.
 KB1078
 KB1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK813245(NAD 83)
 KB1078_MARKER: DB = BENCH MARK DISK
 KB1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1078_STAMPING: J 219 1960
 KB1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1078+STABILITY: SURFACE MOTION
 KB1078
 KB1078  HISTORY     - Date     Condition        Report By
 KB1078  HISTORY     - 1960     MONUMENTED       CGS
 KB1078  HISTORY     - 1975     GOOD             NGS
 KB1078
 KB1078                          STATION DESCRIPTION
 KB1078
 KB1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1078'3.6 MI NE FROM SHERMAN.
 KB1078'3.55 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE CROSSING OF
 KB1078'U.S. 66 AND THE GULF MOBILE AND OHIO RAILROAD IN SHERMAN, ABOUT
 KB1078'0.3 MILES SOUTHWEST OF THE JUNCTION OF U.S. 66 AND WILLIAMSVILLE
 KB1078'ROAD IN THE SOUTH PART OF WILLIAMSVILLE, AT MILE POST 174 ON THE
 KB1078'GULF MOBILE AND OHIO RAILROAD, 64 FEET SOUTHEAST OF THE CENTER
 KB1078'LINE OF THE NORTH BOUND LANE OF U.S. 66, 30.5 FEET NORTHWEST OF
 KB1078'THE WEST RAIL OF THE SOUTH BOUND TRACK OF GULF MOBILE AND OHIO
 KB1078'RAILROAD, 173 FEET NORTH OF MILE POST 174, 2 FEET WEST OF A
 KB1078'TELEGRAPH POLE WITH TWO GUY WIRES WHICH IS THE SECOND POLE NORTH
 KB1078'OF MILE POST 174, 1.8 FEET NORTH OF A METAL WITNESS POST, 3 FEET
 KB1078'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KB1078'POST FLUSH WITH THE GROUND.
 KB1078
 KB1078                          STATION RECOVERY (1975)
 KB1078
 KB1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KB1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0196 ***********************************************************************
 LC0196  DESIGNATION -  J 22
 LC0196  PID         -  LC0196
 LC0196  STATE/COUNTY-  IL/CHAMPAIGN
 LC0196  USGS QUAD   -  GIBSON CITY WEST (1982)
 LC0196
 LC0196                         *CURRENT SURVEY CONTROL
 LC0196  ___________________________________________________________________
 LC0196* NAD 83(1986)-  40 24 46.     (N)    088 24 02.     (W)     SCALED    
 LC0196* NAVD 88     -       225.073  (meters)     738.43   (feet)  ADJUSTED  
 LC0196  ___________________________________________________________________
 LC0196  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0196  DYNAMIC HT  -         224.966 (meters)     738.08  (feet)  COMP
 LC0196  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 LC0196
 LC0196  VERT ORDER  -  SECOND    CLASS 0
 LC0196
 LC0196.The horizontal coordinates were scaled from a topographic map and have
 LC0196.an estimated accuracy of +/- 6 seconds.
 LC0196
 LC0196.The orthometric height was determined by differential leveling
 LC0196.and adjusted by the National Geodetic Survey in June 1991..
 LC0196
 LC0196.The geoid height was determined by GEOID03.
 LC0196
 LC0196.The dynamic height is computed by dividing the NAVD 88
 LC0196.geopotential number by the normal gravity value computed on the
 LC0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0196.degrees latitude (g = 980.6199 gals.).
 LC0196
 LC0196.The modeled gravity was interpolated from observed gravity values.
 LC0196
 LC0196;                    North         East    Units  Estimated Accuracy
 LC0196;SPC IL E     -   415,840.      294,290.      MT  (+/- 180 meters Scaled)
 LC0196
 LC0196                          SUPERSEDED SURVEY CONTROL
 LC0196
 LC0196  NGVD 29 (??/??/92)  225.125  (m)          738.60   (f) ADJ UNCH    2 0
 LC0196
 LC0196.Superseded values are not recommended for survey control.
 LC0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0196.See file dsdata.txt to determine how the superseded data were derived.
 LC0196
 LC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK811745(NAD 83)
 LC0196_MARKER: DB = BENCH MARK DISK
 LC0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0196_STAMPING: H 22 1934
 LC0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0196+STABILITY: SURFACE MOTION
 LC0196
 LC0196  HISTORY     - Date     Condition        Report By
 LC0196  HISTORY     - 1934     MONUMENTED       CGS
 LC0196  HISTORY     - 1954     POOR             USGS
 LC0196
 LC0196                          STATION DESCRIPTION
 LC0196
 LC0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0196'AT PROCTOR.
 LC0196'AT PROCTOR, CHAMPAIGN COUNTY, 45 FEET EAST OF THE SOUTHEAST
 LC0196'CORNER OF THE WABASH RAILWAY STATION, AT A PUBLIC-ROAD CROSSING,
 LC0196'118 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN LINE WITH THE
 LC0196'SOUTH END OF THE STATION, 26 FEET EAST OF THE CENTERLINE OF THE
 LC0196'MAIN TRACK, 18 FEET NORTH OF A POLE, AND ABOUT LEVEL WITH THE
 LC0196'TRACK.  A STANDARD DISK, STAMPED H 22 1934 AND SET IN THE TOP
 LC0196'OF A CONCRETE POST.  NOTE-- IT WAS FOUND TO BE BROKEN BELOW
 LC0196'GROUND.
 LC0196
 LC0196                          STATION RECOVERY (1954)
 LC0196
 LC0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LC0196'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1078 ***********************************************************************
 LC1078  DESIGNATION -  J 220
 LC1078  PID         -  LC1078
 LC1078  STATE/COUNTY-  IL/LOGAN
 LC1078  USGS QUAD   -  LINCOLN EAST (1980)
 LC1078
 LC1078                         *CURRENT SURVEY CONTROL
 LC1078  ___________________________________________________________________
 LC1078* NAD 83(1986)-  40 12 30.     (N)    089 17 36.     (W)     SCALED    
 LC1078* NAVD 88     -       183.304  (meters)     601.39   (feet)  ADJUSTED  
 LC1078  ___________________________________________________________________
 LC1078  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LC1078  DYNAMIC HT  -         183.210 (meters)     601.08  (feet)  COMP
 LC1078  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 LC1078
 LC1078  VERT ORDER  -  SECOND    CLASS 0
 LC1078
 LC1078.The horizontal coordinates were scaled from a topographic map and have
 LC1078.an estimated accuracy of +/- 6 seconds.
 LC1078
 LC1078.The orthometric height was determined by differential leveling
 LC1078.and adjusted by the National Geodetic Survey in June 1991..
 LC1078
 LC1078.The geoid height was determined by GEOID03.
 LC1078
 LC1078.The dynamic height is computed by dividing the NAVD 88
 LC1078.geopotential number by the normal gravity value computed on the
 LC1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1078.degrees latitude (g = 980.6199 gals.).
 LC1078
 LC1078.The modeled gravity was interpolated from observed gravity values.
 LC1078
 LC1078;                    North         East    Units  Estimated Accuracy
 LC1078;SPC IL W     -   393,490.      774,350.      MT  (+/- 180 meters Scaled)
 LC1078
 LC1078                          SUPERSEDED SURVEY CONTROL
 LC1078
 LC1078  NGVD 29 (??/??/92)  183.380  (m)          601.64   (f) ADJ UNCH    2 0
 LC1078
 LC1078.Superseded values are not recommended for survey control.
 LC1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1078.See file dsdata.txt to determine how the superseded data were derived.
 LC1078
 LC1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK048534(NAD 83)
 LC1078_MARKER: DB = BENCH MARK DISK
 LC1078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1078_SP_SET: CULVERT
 LC1078_STAMPING: J220 1960
 LC1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1078
 LC1078  HISTORY     - Date     Condition        Report By
 LC1078  HISTORY     - 1960     MONUMENTED       CGS
 LC1078
 LC1078                          STATION DESCRIPTION
 LC1078
 LC1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1078'3.7 MI NE FROM LINCOLN.
 LC1078'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1078'WITH BUSINESS ROUTE 66 IN THE NORTH PART OF LINCOLN, ABOUT 1.05
 LC1078'MILES SOUTHWEST FROM THE SMALL COMMUNITY OF LAWNDALE, SET IN
 LC1078'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A 3
 LC1078'FOOT CONCRETE PIPE CULVERT UNDER THE GULF, MOBILE AND OHIO RAIL
 LC1078'ROAD, 103 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND
 LC1078'LANE OF U.S. HIGHWAY 66, 27.5 FEET SOUTHEAST OF THE SOUTHEAST
 LC1078'RAIL OF THE NORTH BOUND TRACK OF THE GULF, MOBILE AND OHIO RAIL
 LC1078'ROAD, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0538 ***********************************************************************
 NH0538  DESIGNATION -  J 221
 NH0538  PID         -  NH0538
 NH0538  STATE/COUNTY-  IL/WINNEBAGO
 NH0538  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0538
 NH0538                         *CURRENT SURVEY CONTROL
 NH0538  ___________________________________________________________________
 NH0538* NAD 83(1986)-  42 24 42.     (N)    089 02 41.     (W)     SCALED    
 NH0538* NAVD 88     -       224.853  (meters)     737.71   (feet)  ADJUSTED  
 NH0538  ___________________________________________________________________
 NH0538  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NH0538  DYNAMIC HT  -         224.783 (meters)     737.48  (feet)  COMP
 NH0538  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 NH0538
 NH0538  VERT ORDER  -  FIRST     CLASS II
 NH0538
 NH0538.The horizontal coordinates were scaled from a topographic map and have
 NH0538.an estimated accuracy of +/- 6 seconds.
 NH0538
 NH0538.The orthometric height was determined by differential leveling
 NH0538.and adjusted by the National Geodetic Survey in June 1991..
 NH0538
 NH0538.The geoid height was determined by GEOID03.
 NH0538
 NH0538.The dynamic height is computed by dividing the NAVD 88
 NH0538.geopotential number by the normal gravity value computed on the
 NH0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0538.degrees latitude (g = 980.6199 gals.).
 NH0538
 NH0538.The modeled gravity was interpolated from observed gravity values.
 NH0538
 NH0538;                    North         East    Units  Estimated Accuracy
 NH0538;SPC IL W     -   638,420.      792,350.      MT  (+/- 180 meters Scaled)
 NH0538
 NH0538                          SUPERSEDED SURVEY CONTROL
 NH0538
 NH0538  NGVD 29 (??/??/92)  224.914  (m)          737.91   (f) ADJ UNCH    1 2
 NH0538
 NH0538.Superseded values are not recommended for survey control.
 NH0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0538.See file dsdata.txt to determine how the superseded data were derived.
 NH0538
 NH0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM317975(NAD 83)
 NH0538_MARKER: DB = BENCH MARK DISK
 NH0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0538_STAMPING: J 221 1960
 NH0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0538+STABILITY: SURFACE MOTION
 NH0538
 NH0538  HISTORY     - Date     Condition        Report By
 NH0538  HISTORY     - 1960     MONUMENTED       CGS
 NH0538  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0538
 NH0538                          STATION DESCRIPTION
 NH0538
 NH0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0538'3.3 MI NE FROM LATHAM PARK.
 NH0538'ABOUT 3.3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0538'AND PACIFIC RAILROAD FROM THE CROSSING OF LATHAM ROAD AT LATHAM
 NH0538'PARK, 0.25 MILE NORTH OF MILEPOLE 4, IN S-6, R-2 E, T-45 N, AT
 NH0538'ROSCOE SIDING, AT THE CROSSING OF A GRAVEL ROAD LEADING EAST TO
 NH0538'ROSCOE, 44 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST RAIL, 168
 NH0538'FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD, 197 1/2 FEET
 NH0538'EAST-SOUTHEAST OF THE CENTER LINE OF CROSSING, 1 1/2 FEET
 NH0538'WEST-SOUTHWEST OF A WIRE FENCE, 2.3 FEET NORTHWEST OF A STEEL
 NH0538'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET
 NH0538'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS
 NH0538'MARK CAN BE REACHED BY GOING ABOUT 3.75 MILES SOUTHEAST ALONG
 NH0538'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE
 NH0538'STATION AT ROCKTON.
 NH0538
 NH0538                          STATION RECOVERY (1997)
 NH0538
 NH0538'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0556 ***********************************************************************
 NH0556  DESIGNATION -  J 222
 NH0556  PID         -  NH0556
 NH0556  STATE/COUNTY-  IL/WINNEBAGO
 NH0556  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0556
 NH0556                         *CURRENT SURVEY CONTROL
 NH0556  ___________________________________________________________________
 NH0556* NAD 83(1986)-  42 19 46.     (N)    089 03 21.     (W)     SCALED    
 NH0556* NAVD 88     -       222.690  (meters)     730.61   (feet)  ADJUSTED  
 NH0556  ___________________________________________________________________
 NH0556  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NH0556  DYNAMIC HT  -         222.619 (meters)     730.38  (feet)  COMP
 NH0556  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 NH0556
 NH0556  VERT ORDER  -  FIRST     CLASS II
 NH0556
 NH0556.The horizontal coordinates were scaled from a topographic map and have
 NH0556.an estimated accuracy of +/- 6 seconds.
 NH0556
 NH0556.The orthometric height was determined by differential leveling
 NH0556.and adjusted by the National Geodetic Survey in June 1991..
 NH0556
 NH0556.The geoid height was determined by GEOID03.
 NH0556
 NH0556.The dynamic height is computed by dividing the NAVD 88
 NH0556.geopotential number by the normal gravity value computed on the
 NH0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0556.degrees latitude (g = 980.6199 gals.).
 NH0556
 NH0556.The modeled gravity was interpolated from observed gravity values.
 NH0556
 NH0556;                    North         East    Units  Estimated Accuracy
 NH0556;SPC IL W     -   629,270.      791,550.      MT  (+/- 180 meters Scaled)
 NH0556
 NH0556                          SUPERSEDED SURVEY CONTROL
 NH0556
 NH0556  NGVD 29 (??/??/92)  222.747  (m)          730.80   (f) ADJ UNCH    1 2
 NH0556
 NH0556.Superseded values are not recommended for survey control.
 NH0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0556.See file dsdata.txt to determine how the superseded data were derived.
 NH0556
 NH0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM306884(NAD 83)
 NH0556_MARKER: DB = BENCH MARK DISK
 NH0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0556_STAMPING: J 222 1960
 NH0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0556+STABILITY: SURFACE MOTION
 NH0556
 NH0556  HISTORY     - Date     Condition        Report By
 NH0556  HISTORY     - 1960     MONUMENTED       CGS
 NH0556  HISTORY     - 1987     GOOD             USPSQD
 NH0556  HISTORY     - 19970323 GOOD             USPSQD
 NH0556
 NH0556                          STATION DESCRIPTION
 NH0556
 NH0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0556'1 MI N FROM LOVES PARK.
 NH0556'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 51 (NORTH SECOND STREET)
 NH0556'FROM THE INTERSECTION OF RIVERSIDE BOULEVARD AT LOVES PARK, AT
 NH0556'THE JUNCTION OF COLONIAL DRIVE, AT NORTH PARK, IN S-31, R-2E,
 NH0556'T-45N, 17 1/2 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST CURB LINE
 NH0556'OF HIGHWAY 51, 26 1/2 FEET SOUTH OF THE CENTER LINE OF COLONIAL
 NH0556'DRIVE, 2.7 FEET EAST-SOUTHEAST OF POWER LINE POLE 452 31 W 02,
 NH0556'17 FEET WEST-NORTHWEST OF A SERVICE ROAD PARALLEL WITH THE
 NH0556'HIGHWAY, 3 FEET SOUTH OF CONCRETE CURB, ABOUT LEVEL WITH THE CURB,
 NH0556'AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NH0556
 NH0556                          STATION RECOVERY (1987)
 NH0556
 NH0556'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0556'RECOVERED IN GOOD CONDITION.
 NH0556
 NH0556                          STATION RECOVERY (1997)
 NH0556
 NH0556'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0570 ***********************************************************************
 MF0570  DESIGNATION -  J 224
 MF0570  PID         -  MF0570
 MF0570  STATE/COUNTY-  IL/LEE
 MF0570  USGS QUAD   -  STEWARD (1993)
 MF0570
 MF0570                         *CURRENT SURVEY CONTROL
 MF0570  ___________________________________________________________________
 MF0570* NAD 83(1986)-  41 47 21.     (N)    089 01 55.     (W)     SCALED    
 MF0570* NAVD 88     -       246.805  (meters)     809.73   (feet)  ADJUSTED  
 MF0570  ___________________________________________________________________
 MF0570  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0570  DYNAMIC HT  -         246.715 (meters)     809.43  (feet)  COMP
 MF0570  MODELED GRAV-     980,249.9   (mgal)                       NAVD 88
 MF0570
 MF0570  VERT ORDER  -  FIRST     CLASS I
 MF0570
 MF0570.The horizontal coordinates were scaled from a topographic map and have
 MF0570.an estimated accuracy of +/- 6 seconds.
 MF0570
 MF0570.The orthometric height was determined by differential leveling
 MF0570.and adjusted by the National Geodetic Survey in June 1991..
 MF0570
 MF0570.The geoid height was determined by GEOID03.
 MF0570
 MF0570.The dynamic height is computed by dividing the NAVD 88
 MF0570.geopotential number by the normal gravity value computed on the
 MF0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0570.degrees latitude (g = 980.6199 gals.).
 MF0570
 MF0570.The modeled gravity was interpolated from observed gravity values.
 MF0570
 MF0570;                    North         East    Units  Estimated Accuracy
 MF0570;SPC IL W     -   569,290.      794,320.      MT  (+/- 180 meters Scaled)
 MF0570
 MF0570                          SUPERSEDED SURVEY CONTROL
 MF0570
 MF0570  NGVD 29 (??/??/92)  246.855  (m)          809.89   (f) ADJ UNCH    1 1
 MF0570
 MF0570.Superseded values are not recommended for survey control.
 MF0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0570.See file dsdata.txt to determine how the superseded data were derived.
 MF0570
 MF0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM311283(NAD 83)
 MF0570_MARKER: DB = BENCH MARK DISK
 MF0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0570_STAMPING: J 224 1960
 MF0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0570+STABILITY: SURFACE MOTION
 MF0570
 MF0570  HISTORY     - Date     Condition        Report By
 MF0570  HISTORY     - 1960     MONUMENTED       CGS
 MF0570  HISTORY     - 1969     GOOD             NGS
 MF0570  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0570  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0570  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF0570
 MF0570                          STATION DESCRIPTION
 MF0570
 MF0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0570'9.8 MI S FROM ROCHELLE.
 MF0570'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON, AND
 MF0570'QUINCY RAILROAD FROM THE STATION AT ROCHELLE, THENCE 4.35 MILES
 MF0570'SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 MF0570'55 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE
 MF0570'RAILROAD AND A GRAVELED ROAD, 45 FEET EAST OF THE EAST RAIL,
 MF0570'30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 135 FEET
 MF0570'NORTH OF GREAT LAKES PIPE LINE MARKER NUMBER 240+42, 3 FEET
 MF0570'SOUTHWEST OF A CORNER FENCE POST, 2 FEET WEST OF A FENCE, 2.3
 MF0570'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 MF0570'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MF0570'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 MF0570'SEC 8, T38N, R 2E.
 MF0570
 MF0570                          STATION RECOVERY (1995)
 MF0570
 MF0570'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0570'MARK NOT FOUND.
 MF0570
 MF0570                          STATION RECOVERY (2002)
 MF0570
 MF0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0570'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0570
 MF0570                          STATION RECOVERY (2003)
 MF0570
 MF0570'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0682 ***********************************************************************
 MF0682  DESIGNATION -  J 225
 MF0682  PID         -  MF0682
 MF0682  STATE/COUNTY-  IL/LA SALLE
 MF0682  USGS QUAD   -  TROY GROVE (1993)
 MF0682
 MF0682                         *CURRENT SURVEY CONTROL
 MF0682  ___________________________________________________________________
 MF0682* NAD 83(1986)-  41 27 20.     (N)    089 07 00.     (W)     SCALED    
 MF0682* NAVD 88     -       206.071  (meters)     676.08   (feet)  ADJUSTED  
 MF0682  ___________________________________________________________________
 MF0682  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0682  DYNAMIC HT  -         205.990 (meters)     675.82  (feet)  COMP
 MF0682  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MF0682
 MF0682  VERT ORDER  -  FIRST     CLASS I
 MF0682
 MF0682.The horizontal coordinates were scaled from a topographic map and have
 MF0682.an estimated accuracy of +/- 6 seconds.
 MF0682
 MF0682.The orthometric height was determined by differential leveling
 MF0682.and adjusted by the National Geodetic Survey in June 1991..
 MF0682.WARNING-Repeat measurements at this control monument indicate possible
 MF0682.vertical movement.
 MF0682
 MF0682.The geoid height was determined by GEOID03.
 MF0682
 MF0682.The dynamic height is computed by dividing the NAVD 88
 MF0682.geopotential number by the normal gravity value computed on the
 MF0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0682.degrees latitude (g = 980.6199 gals.).
 MF0682
 MF0682.The modeled gravity was interpolated from observed gravity values.
 MF0682
 MF0682;                    North         East    Units  Estimated Accuracy
 MF0682;SPC IL E     -   531,930.      234,550.      MT  (+/- 180 meters Scaled)
 MF0682
 MF0682                          SUPERSEDED SURVEY CONTROL
 MF0682
 MF0682  NGVD 29 (??/??/92)  206.118  (m)          676.24   (f) ADJ UNCH    1 1
 MF0682
 MF0682.Superseded values are not recommended for survey control.
 MF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0682.See file dsdata.txt to determine how the superseded data were derived.
 MF0682
 MF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL232914(NAD 83)
 MF0682_MARKER: DB = BENCH MARK DISK
 MF0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0682_STAMPING: J 225 1960
 MF0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0682+STABILITY: SURFACE MOTION
 MF0682
 MF0682  HISTORY     - Date     Condition        Report By
 MF0682  HISTORY     - 1960     MONUMENTED       CGS
 MF0682  HISTORY     - 1969     GOOD             NGS
 MF0682  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0682  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0682
 MF0682                          STATION DESCRIPTION
 MF0682
 MF0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0682'6.5 MI S FROM MENDOTA.
 MF0682'ABOUT 6.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0682'THE RAILROAD STATION AT MENDOTA, 1.05 MILES NORTH OF THE CROSSING
 MF0682'OF THE RAILROAD AND THE CHICAGO AND NORTHWESTERN RAILWAY AT
 MF0682'DIMMICK, 0.2 MILE NORTH OF MILEPOST 865, 0.1 MILE NORTH OF THE
 MF0682'NORTH END OF THE DIMMICK SIDETRACK, 45 FEET EAST OF THE EAST
 MF0682'RAIL, 249 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD,
 MF0682'227 FEET NORTH OF A CORNER FENCE POST, 16 FEET NORTH-NORTHWEST
 MF0682'OF A 25-INCH ELM TREE, 1 1/2 FEET WEST OF A FENCE, 2.2 FEET
 MF0682'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW BELOW
 MF0682'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MF0682'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 MF0682'SEC 33, T35N, R 1E.
 MF0682
 MF0682                          STATION RECOVERY (1997)
 MF0682
 MF0682'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0682'MARK NOT FOUND.
 MF0682
 MF0682                          STATION RECOVERY (2002)
 MF0682
 MF0682'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0103 ***********************************************************************
 NH0103  DESIGNATION -  J 226
 NH0103  PID         -  NH0103
 NH0103  STATE/COUNTY-  IL/MCHENRY
 NH0103  USGS QUAD   -  RICHMOND (1992)
 NH0103
 NH0103                         *CURRENT SURVEY CONTROL
 NH0103  ___________________________________________________________________
 NH0103* NAD 83(1986)-  42 26 04.     (N)    088 18 22.     (W)     SCALED    
 NH0103* NAVD 88     -       235.602  (meters)     772.97   (feet)  ADJUSTED  
 NH0103  ___________________________________________________________________
 NH0103  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 NH0103  DYNAMIC HT  -         235.526 (meters)     772.72  (feet)  COMP
 NH0103  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 NH0103
 NH0103  VERT ORDER  -  SECOND    CLASS 0
 NH0103
 NH0103.The horizontal coordinates were scaled from a topographic map and have
 NH0103.an estimated accuracy of +/- 6 seconds.
 NH0103
 NH0103.The orthometric height was determined by differential leveling
 NH0103.and adjusted by the National Geodetic Survey in June 1991..
 NH0103
 NH0103.The geoid height was determined by GEOID03.
 NH0103
 NH0103.The dynamic height is computed by dividing the NAVD 88
 NH0103.geopotential number by the normal gravity value computed on the
 NH0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0103.degrees latitude (g = 980.6199 gals.).
 NH0103
 NH0103.The modeled gravity was interpolated from observed gravity values.
 NH0103
 NH0103;                    North         East    Units  Estimated Accuracy
 NH0103;SPC IL E     -   640,360.      302,240.      MT  (+/- 180 meters Scaled)
 NH0103
 NH0103                          SUPERSEDED SURVEY CONTROL
 NH0103
 NH0103  NGVD 29 (??/??/92)  235.674  (m)          773.21   (f) ADJ UNCH    2 0
 NH0103
 NH0103.Superseded values are not recommended for survey control.
 NH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0103.See file dsdata.txt to determine how the superseded data were derived.
 NH0103
 NH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM925988(NAD 83)
 NH0103_MARKER: DB = BENCH MARK DISK
 NH0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0103_SP_SET: BRIDGE
 NH0103_STAMPING: J 226 1960
 NH0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NH0103+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 NH0103
 NH0103  HISTORY     - Date     Condition        Report By
 NH0103  HISTORY     - 1960     MONUMENTED       CGS
 NH0103  HISTORY     - 1987     GOOD             USPSQD
 NH0103  HISTORY     - 19930822 GOOD             USPSQD
 NH0103  HISTORY     - 20030430 GOOD             GEOCAC
 NH0103
 NH0103                          STATION DESCRIPTION
 NH0103
 NH0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0103'1.5 MI S FROM RICHMOND.
 NH0103'ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0103'FROM THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 NH0103'RAILROAD IN THE SOUTH PART OF RICHMOND, 0.4 MILE NORTH OF
 NH0103'MILEPOLE 72, 6 FEET EAST OF THE EAST RAIL, IN TOP OF THE EAST
 NH0103'END OF THE NORTH ONE OF TWO PIERS UNDER BRIDGE 696 AND OVER
 NH0103'NIPPERSINK CREEK, 2 FEET SOUTH OF THE NORTH EDGE OF THE PIER,
 NH0103'3 1/2 FEET NORTHWEST OF THE POINTED END OF THE PIER, AND ABOUT
 NH0103'8 FEET BELOW THE LEVEL OF THE TRACK.
 NH0103
 NH0103                          STATION RECOVERY (1987)
 NH0103
 NH0103'RECOVERY NOTE BY US POWER SQUADRON 1987 (PHY)
 NH0103'RECOVERED IN GOOD CONDITION.
 NH0103
 NH0103                          STATION RECOVERY (1993)
 NH0103
 NH0103'RECOVERY NOTE BY US POWER SQUADRON 1993
 NH0103'RECOVERED IN GOOD CONDITION.
 NH0103
 NH0103                          STATION RECOVERY (2003)
 NH0103
 NH0103'RECOVERY NOTE BY GEOCACHING 2003 (GJ)
 NH0103'RECOVERED IN GOOD CONDITION.  RAILROAD HAS BEEN REMOVED AND RAILBED
 NH0103'HAS BEEN CONVERTED INTO MULTI USE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0173 ***********************************************************************
 NH0173  DESIGNATION -  J 227
 NH0173  PID         -  NH0173
 NH0173  STATE/COUNTY-  IL/KANE
 NH0173  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH0173
 NH0173                         *CURRENT SURVEY CONTROL
 NH0173  ___________________________________________________________________
 NH0173* NAD 83(1986)-  42 07 30.     (N)    088 16 57.     (W)     SCALED    
 NH0173* NAVD 88     -       221.899  (meters)     728.01   (feet)  ADJUSTED  
 NH0173  ___________________________________________________________________
 NH0173  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NH0173  DYNAMIC HT  -         221.822 (meters)     727.76  (feet)  COMP
 NH0173  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 NH0173
 NH0173  VERT ORDER  -  SECOND    CLASS 0
 NH0173
 NH0173.The horizontal coordinates were scaled from a topographic map and have
 NH0173.an estimated accuracy of +/- 6 seconds.
 NH0173
 NH0173.The orthometric height was determined by differential leveling
 NH0173.and adjusted by the National Geodetic Survey in June 1991..
 NH0173
 NH0173.The geoid height was determined by GEOID03.
 NH0173
 NH0173.The dynamic height is computed by dividing the NAVD 88
 NH0173.geopotential number by the normal gravity value computed on the
 NH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0173.degrees latitude (g = 980.6199 gals.).
 NH0173
 NH0173.The modeled gravity was interpolated from observed gravity values.
 NH0173
 NH0173;                    North         East    Units  Estimated Accuracy
 NH0173;SPC IL E     -   605,990.      304,200.      MT  (+/- 180 meters Scaled)
 NH0173
 NH0173                          SUPERSEDED SURVEY CONTROL
 NH0173
 NH0173  NGVD 29 (??/??/92)  221.965  (m)          728.23   (f) ADJ UNCH    2 0
 NH0173
 NH0173.Superseded values are not recommended for survey control.
 NH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0173.See file dsdata.txt to determine how the superseded data were derived.
 NH0173
 NH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM939644(NAD 83)
 NH0173_MARKER: DB = BENCH MARK DISK
 NH0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0173_SP_SET: BRIDGE
 NH0173_STAMPING: J 227 1960
 NH0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0173
 NH0173  HISTORY     - Date     Condition        Report By
 NH0173  HISTORY     - 1960     MONUMENTED       CGS
 NH0173  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0173
 NH0173                          STATION DESCRIPTION
 NH0173
 NH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0173'1.2 MI N FROM CARPENTERSVILLE.
 NH0173'ABOUT 1.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0173'FROM THE STATION AT CARPENTERSVILLE, 0.45 MILE SOUTH OF MILEPOLE
 NH0173'50, 4 FEET EAST OF THE EAST RAIL, IN TOP OF THE EAST END OF THE
 NH0173'SOUTH ABUTMENT OF BRIDGE 648, 7 FEET WEST OF THE EAST END OF THE
 NH0173'TOP STEP OF THE ABUTMENT, AND ABOUT 3 FEET BELOW THE LEVEL OF
 NH0173'THE TRACK.
 NH0173
 NH0173                          STATION RECOVERY (1987)
 NH0173
 NH0173'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0464 ***********************************************************************
 NH0464  DESIGNATION -  J 228
 NH0464  PID         -  NH0464
 NH0464  STATE/COUNTY-  IL/WINNEBAGO
 NH0464  USGS QUAD   -  PECATONICA (1971)
 NH0464
 NH0464                         *CURRENT SURVEY CONTROL
 NH0464  ___________________________________________________________________
 NH0464* NAD 83(1986)-  42 16 14.     (N)    089 15 19.     (W)     SCALED    
 NH0464* NAVD 88     -       257.562  (meters)     845.02   (feet)  ADJUSTED  
 NH0464  ___________________________________________________________________
 NH0464  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NH0464  DYNAMIC HT  -         257.477 (meters)     844.74  (feet)  COMP
 NH0464  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 NH0464
 NH0464  VERT ORDER  -  FIRST     CLASS II
 NH0464
 NH0464.The horizontal coordinates were scaled from a topographic map and have
 NH0464.an estimated accuracy of +/- 6 seconds.
 NH0464
 NH0464.The orthometric height was determined by differential leveling
 NH0464.and adjusted by the National Geodetic Survey in June 1991..
 NH0464
 NH0464.The geoid height was determined by GEOID03.
 NH0464
 NH0464.The dynamic height is computed by dividing the NAVD 88
 NH0464.geopotential number by the normal gravity value computed on the
 NH0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0464.degrees latitude (g = 980.6199 gals.).
 NH0464
 NH0464.The modeled gravity was interpolated from observed gravity values.
 NH0464
 NH0464;                    North         East    Units  Estimated Accuracy
 NH0464;SPC IL W     -   622,540.      775,180.      MT  (+/- 180 meters Scaled)
 NH0464
 NH0464                          SUPERSEDED SURVEY CONTROL
 NH0464
 NH0464  NGVD 29 (??/??/92)  257.610  (m)          845.18   (f) ADJ UNCH    1 2
 NH0464
 NH0464.Superseded values are not recommended for survey control.
 NH0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0464.See file dsdata.txt to determine how the superseded data were derived.
 NH0464
 NH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM140822(NAD 83)
 NH0464_MARKER: DB = BENCH MARK DISK
 NH0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0464_SP_SET: BRIDGE ABUTMENT
 NH0464_STAMPING: J 228 1960
 NH0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0464
 NH0464  HISTORY     - Date     Condition        Report By
 NH0464  HISTORY     - 1960     MONUMENTED       CGS
 NH0464  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 NH0464
 NH0464                          STATION DESCRIPTION
 NH0464
 NH0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0464'0.7 MI W FROM WINNEBAGO.
 NH0464'ABOUT 0.7 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0464'FROM THE STATION AT WINNEBAGO, ABOUT 50 YARDS NORTH AND ACROSS
 NH0464'THE TRACK FROM MILE POST 101, IN SECTION 8, R 11 E, T 26 N., IN
 NH0464'THE TOP OF THE NORTHEAST END OF BRIDGE SEAT OF NORTHWEST ABUTMENT
 NH0464'OF A 15-FOOT BRIDGE AND CATTLE PASS (BRIDGE NO. 506), 5 FEET
 NH0464'NORTHEAST OF NORTHEAST RAIL, 6 FEET SOUTHWEST OF NORTHEAST END OF
 NH0464'ABUTMENT, 1 1/2 FEET NORTHWEST OF SOUTHEAST EDGE OF ABUTMENT AND
 NH0464'2 1/2 FEET BELOW LEVEL OF TRACK.
 NH0464
 NH0464                          STATION RECOVERY (1997)
 NH0464
 NH0464'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0855 ***********************************************************************
 LC0855  DESIGNATION -  J 229
 LC0855  PID         -  LC0855
 LC0855  STATE/COUNTY-  IL/WOODFORD
 LC0855  USGS QUAD   -  BENSON (1995)
 LC0855
 LC0855                         *CURRENT SURVEY CONTROL
 LC0855  ___________________________________________________________________
 LC0855* NAD 83(1997)-  40 48 35.18141(N)    089 01 25.73184(W)     ADJUSTED  
 LC0855* NAVD 88     -       213.550  (meters)     700.62   (feet)  ADJUSTED  
 LC0855  ___________________________________________________________________
 LC0855  X           -      82,365.587 (meters)                     COMP
 LC0855  Y           -  -4,833,859.345 (meters)                     COMP
 LC0855  Z           -   4,146,575.303 (meters)                     COMP
 LC0855  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 LC0855  ELLIP HEIGHT-         181.21  (meters)          (02/03/05) GPS OBS
 LC0855  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LC0855  DYNAMIC HT  -         213.456 (meters)     700.31  (feet)  COMP
 LC0855  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 LC0855
 LC0855  HORZ ORDER  -  FIRST
 LC0855  VERT ORDER  -  FIRST     CLASS I
 LC0855  ELLP ORDER  -  FOURTH    CLASS II
 LC0855
 LC0855.The horizontal coordinates were established by GPS observations
 LC0855.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC0855
 LC0855.The orthometric height was determined by differential leveling
 LC0855.and adjusted by the National Geodetic Survey in June 1991..
 LC0855.WARNING-Repeat measurements at this control monument indicate possible
 LC0855.vertical movement.
 LC0855
 LC0855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0855
 LC0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0855
 LC0855.The ellipsoidal height was determined by GPS observations
 LC0855.and is referenced to NAD 83.
 LC0855
 LC0855.The geoid height was determined by GEOID03.
 LC0855
 LC0855.The dynamic height is computed by dividing the NAVD 88
 LC0855.geopotential number by the normal gravity value computed on the
 LC0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0855.degrees latitude (g = 980.6199 gals.).
 LC0855
 LC0855.The modeled gravity was interpolated from observed gravity values.
 LC0855
 LC0855;                    North         East     Units Scale Factor Converg.
 LC0855;SPC IL W     -   460,530.172   796,425.278   MT  1.00005558   +0 44 49.1
 LC0855;SPC IL W     - 1,510,922.74  2,612,938.60   sFT  1.00005558   +0 44 49.1
 LC0855;UTM  16      - 4,519,611.095   329,300.453   MT  0.99995865   -1 19 22.7
 LC0855
 LC0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0855!SPC IL W     -   0.99997158  x   1.00005558  =   1.00002715
 LC0855!UTM  16      -   0.99997158  x   0.99995865  =   0.99993023
 LC0855
 LC0855                          SUPERSEDED SURVEY CONTROL
 LC0855
 LC0855  ELLIP H (03/04/03)  181.22   (m)                       GP(       ) 4 2
 LC0855  NAVD 88 (03/04/03)  213.55   (m)          700.6    (f) LEVELING    3  
 LC0855  NGVD 29 (??/??/92)  213.605  (m)          700.80   (f) ADJ UNCH    1 1
 LC0855
 LC0855.Superseded values are not recommended for survey control.
 LC0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0855.See file dsdata.txt to determine how the superseded data were derived.
 LC0855
 LC0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2930019611(NAD 83)
 LC0855_MARKER: DB = BENCH MARK DISK
 LC0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0855_STAMPING: J 229 1960
 LC0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0855+STABILITY: SURFACE MOTION
 LC0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0855+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC0855
 LC0855  HISTORY     - Date     Condition        Report By
 LC0855  HISTORY     - 1960     MONUMENTED       CGS
 LC0855  HISTORY     - 1969     GOOD             NGS
 LC0855  HISTORY     - 19981014 GOOD             USPSQD
 LC0855  HISTORY     - 200205   GOOD             ASCPC
 LC0855
 LC0855                          STATION DESCRIPTION
 LC0855
 LC0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0855'5 MI N FROM EL PASO.
 LC0855'ABOUT 4.95 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0855'THE STATION AT EL PASO, OR ABOUT 5.95 MILES SOUTH ALONG THE
 LC0855'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT MINONK, 0.25 MILE
 LC0855'SOUTH OF MILEPOST 819, AT THE CROSSING OF THE RAILROAD AND A
 LC0855'GRAVELED ROAD, 91 1/2 FEET WEST OF THE WEST RAIL, 31 FEET NORTH
 LC0855'OF THE CENTER LINE OF THE ROAD, 53 FEET WEST OF A TELEPHONE POLE,
 LC0855'10 FEET NORTH OF A POWER POLE, 9 FEET NORTH OF A CORNER FENCE POST,
 LC0855'1 FOOT EAST OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 LC0855'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 LC0855'THE SURFACE OF THE GROUND.  SEC 8, T27N, R2E
 LC0855
 LC0855                          STATION RECOVERY (1998)
 LC0855
 LC0855'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0855'RECOVERED IN GOOD CONDITION.
 LC0855
 LC0855                          STATION RECOVERY (2002)
 LC0855
 LC0855'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0855'RECOVERED AS DESCRIBED
 LC0855' 
 LC0855'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0640 ***********************************************************************
 KB0640  DESIGNATION -  J 23
 KB0640  PID         -  KB0640
 KB0640  STATE/COUNTY-  IL/PIATT
 KB0640  USGS QUAD   -  BEMENT (1983)
 KB0640
 KB0640                         *CURRENT SURVEY CONTROL
 KB0640  ___________________________________________________________________
 KB0640* NAD 83(1986)-  39 55 17.     (N)    088 34 45.     (W)     SCALED    
 KB0640* NAVD 88     -       209.193  (meters)     686.33   (feet)  ADJUSTED  
 KB0640  ___________________________________________________________________
 KB0640  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0640  DYNAMIC HT  -         209.084 (meters)     685.97  (feet)  COMP
 KB0640  MODELED GRAV-     980,097.4   (mgal)                       NAVD 88
 KB0640
 KB0640  VERT ORDER  -  SECOND    CLASS 0
 KB0640
 KB0640.The horizontal coordinates were scaled from a topographic map and have
 KB0640.an estimated accuracy of +/- 6 seconds.
 KB0640
 KB0640.The orthometric height was determined by differential leveling
 KB0640.and adjusted by the National Geodetic Survey in June 1991..
 KB0640
 KB0640.The geoid height was determined by GEOID03.
 KB0640
 KB0640.The dynamic height is computed by dividing the NAVD 88
 KB0640.geopotential number by the normal gravity value computed on the
 KB0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0640.degrees latitude (g = 980.6199 gals.).
 KB0640
 KB0640.The modeled gravity was interpolated from observed gravity values.
 KB0640
 KB0640;                    North         East    Units  Estimated Accuracy
 KB0640;SPC IL E     -   361,300.      278,980.      MT  (+/- 180 meters Scaled)
 KB0640
 KB0640                          SUPERSEDED SURVEY CONTROL
 KB0640
 KB0640  NGVD 29 (??/??/92)  209.263  (m)          686.56   (f) ADJ UNCH    2 0
 KB0640
 KB0640.Superseded values are not recommended for survey control.
 KB0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0640.See file dsdata.txt to determine how the superseded data were derived.
 KB0640
 KB0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK650202(NAD 83)
 KB0640_MARKER: DB = BENCH MARK DISK
 KB0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0640_SP_SET: SIGNAL CONCRETE BASE
 KB0640_STAMPING: J 23 1934
 KB0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0640
 KB0640  HISTORY     - Date     Condition        Report By
 KB0640  HISTORY     - UNK      MONUMENTED       CGS
 KB0640  HISTORY     - 1934     GOOD             NGS
 KB0640  HISTORY     - 1944     GOOD             NGS
 KB0640  HISTORY     - 1975     GOOD             ILDT
 KB0640
 KB0640                          STATION DESCRIPTION
 KB0640
 KB0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KB0640'AT BEMENT.
 KB0640'AT BEMENT, PIATT COUNTY, ON THE WABASH RAILROAD, OPPOSITE THE
 KB0640'STATION, ABOUT 200 FEET EAST OF A SEMAPHORE SIGNAL, 16 POLES
 KB0640'WEST OF MILEPOST 354, AT THE CROSSING OF THE WABASH MAIN-LINE
 KB0640'TRACK LEADING TO ST. LOUIS, 70 FEET NORTHWEST OF WATER TANKS,
 KB0640'IN THE TOP OF THE CONCRETE BASE OF AN OLD SIGNAL, 10 FEET NORTH
 KB0640'OF THE CENTERLINE OF THE NORTH TRACK, AND LEVEL WITH THE TRACK.
 KB0640'A STANDARD DISK, STAMPED J 23 1934.
 KB0640
 KB0640                          STATION RECOVERY (1944)
 KB0640
 KB0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 KB0640'RECOVERED IN GOOD CONDITION.
 KB0640
 KB0640                          STATION RECOVERY (1975)
 KB0640
 KB0640'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0720 ***********************************************************************
 MF0720  DESIGNATION -  J 230
 MF0720  PID         -  MF0720
 MF0720  STATE/COUNTY-  IL/LA SALLE
 MF0720  USGS QUAD   -  LA SALLE (1993)
 MF0720
 MF0720                         *CURRENT SURVEY CONTROL
 MF0720  ___________________________________________________________________
 MF0720* NAD 83(1986)-  41 17 24.     (N)    089 04 10.     (W)     SCALED    
 MF0720* NAVD 88     -       194.062  (meters)     636.69   (feet)  ADJUSTED  
 MF0720  ___________________________________________________________________
 MF0720  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF0720  DYNAMIC HT  -         193.984 (meters)     636.43  (feet)  COMP
 MF0720  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 MF0720
 MF0720  VERT ORDER  -  FIRST     CLASS I
 MF0720
 MF0720.The horizontal coordinates were scaled from a topographic map and have
 MF0720.an estimated accuracy of +/- 6 seconds.
 MF0720
 MF0720.The orthometric height was determined by differential leveling
 MF0720.and adjusted by the National Geodetic Survey in June 1991..
 MF0720
 MF0720.The geoid height was determined by GEOID03.
 MF0720
 MF0720.The dynamic height is computed by dividing the NAVD 88
 MF0720.geopotential number by the normal gravity value computed on the
 MF0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0720.degrees latitude (g = 980.6199 gals.).
 MF0720
 MF0720.The modeled gravity was interpolated from observed gravity values.
 MF0720
 MF0720;                    North         East    Units  Estimated Accuracy
 MF0720;SPC IL E     -   513,510.      238,340.      MT  (+/- 180 meters Scaled)
 MF0720
 MF0720                          SUPERSEDED SURVEY CONTROL
 MF0720
 MF0720  NGVD 29 (??/??/92)  194.124  (m)          636.89   (f) ADJ UNCH    1 1
 MF0720
 MF0720.Superseded values are not recommended for survey control.
 MF0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0720.See file dsdata.txt to determine how the superseded data were derived.
 MF0720
 MF0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL267730(NAD 83)
 MF0720_MARKER: DB = BENCH MARK DISK
 MF0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0720_SP_SET: FOUNDATION
 MF0720_STAMPING: J 230 1960
 MF0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0720+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 MF0720
 MF0720  HISTORY     - Date     Condition        Report By
 MF0720  HISTORY     - 1960     MONUMENTED       CGS
 MF0720  HISTORY     - 1969     GOOD             NGS
 MF0720  HISTORY     - 19970728 GOOD             USPSQD
 MF0720  HISTORY     - 20020826 GOOD             USPSQD
 MF0720  HISTORY     - 20050505 GOOD             CHAST
 MF0720
 MF0720                          STATION DESCRIPTION
 MF0720
 MF0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0720'0.6 MI SW FROM OGLESBY.
 MF0720'ABOUT 0.3 MILE WEST ALONG WALNUT STREET FROM THE POST OFFICE AT
 MF0720'OGLESBY, THENCE 0.25 MILE SOUTH ALONG STATE HIGHWAYS 71 AND 351,
 MF0720'THENCE 0.05 MILE WEST ALONG A GRAVELED DRIVEWAY TO THE ILLINOIS
 MF0720'POWER COMPANY SUB-STATION, 16 FEET SOUTH OF THE CENTER OF A METAL
 MF0720'GATE, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION
 MF0720'OF A TWO-STORY BRICK BUILDING, 1.2 FEET SOUTH OF THE NORTHEAST
 MF0720'CORNER OF THE BUILDING, 188 YARDS NORTH OF BENCH MARK E 236, AND
 MF0720'ABOUT 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 35, T33N, R1E
 MF0720
 MF0720                          STATION RECOVERY (1997)
 MF0720
 MF0720'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0720'RECOVERED IN GOOD CONDITION.
 MF0720
 MF0720                          STATION RECOVERY (2002)
 MF0720
 MF0720'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0720'RECOVERED IN GOOD CONDITION.
 MF0720
 MF0720                          STATION RECOVERY (2005)
 MF0720
 MF0720'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2005 (JRA)
 MF0720'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0387 ***********************************************************************
 MF0387  DESIGNATION -  J 231
 MF0387  PID         -  MF0387
 MF0387  STATE/COUNTY-  IL/LA SALLE
 MF0387  USGS QUAD   -  OTTAWA (1994)
 MF0387
 MF0387                         *CURRENT SURVEY CONTROL
 MF0387  ___________________________________________________________________
 MF0387* NAD 83(1986)-  41 20 46.     (N)    088 50 32.     (W)     SCALED    
 MF0387* NAVD 88     -       147.874  (meters)     485.15   (feet)  ADJUSTED  
 MF0387  ___________________________________________________________________
 MF0387  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MF0387  DYNAMIC HT  -         147.817 (meters)     484.96  (feet)  COMP
 MF0387  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 MF0387
 MF0387  VERT ORDER  -  FIRST     CLASS II
 MF0387
 MF0387.The horizontal coordinates were scaled from a topographic map and have
 MF0387.an estimated accuracy of +/- 6 seconds.
 MF0387
 MF0387.The orthometric height was determined by differential leveling
 MF0387.and adjusted by the National Geodetic Survey in June 1991..
 MF0387
 MF0387.The geoid height was determined by GEOID03.
 MF0387
 MF0387.The dynamic height is computed by dividing the NAVD 88
 MF0387.geopotential number by the normal gravity value computed on the
 MF0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0387.degrees latitude (g = 980.6199 gals.).
 MF0387
 MF0387.The modeled gravity was interpolated from observed gravity values.
 MF0387
 MF0387;                    North         East    Units  Estimated Accuracy
 MF0387;SPC IL E     -   519,600.      257,410.      MT  (+/- 180 meters Scaled)
 MF0387
 MF0387                          SUPERSEDED SURVEY CONTROL
 MF0387
 MF0387  NGVD 29 (??/??/92)  147.930  (m)          485.33   (f) ADJ UNCH    1 2
 MF0387
 MF0387.Superseded values are not recommended for survey control.
 MF0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0387.See file dsdata.txt to determine how the superseded data were derived.
 MF0387
 MF0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL458788(NAD 83)
 MF0387_MARKER: DB = BENCH MARK DISK
 MF0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0387_SP_SET: BUILDING
 MF0387_STAMPING: J 231 1960
 MF0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0387+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2002
 MF0387
 MF0387  HISTORY     - Date     Condition        Report By
 MF0387  HISTORY     - 1960     MONUMENTED       CGS
 MF0387  HISTORY     - 1987     GOOD             USPSQD
 MF0387  HISTORY     - 1988     GOOD             USPSQD
 MF0387  HISTORY     - 19970815 GOOD             USPSQD
 MF0387  HISTORY     - 19980728 GOOD             USPSQD
 MF0387  HISTORY     - 20010331 GOOD             NGS
 MF0387  HISTORY     - 20020907 GOOD             USPSQD
 MF0387
 MF0387                          STATION DESCRIPTION
 MF0387
 MF0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0387'AT OTTAWA.
 MF0387'AT OTTAWA, ALONG LA SALLE STREET, BETWEEN WEST MAIN AND
 MF0387'WEST MADISON STREETS, SET VERTICALLY IN THE WEST FACE OF STONE
 MF0387'MASONRY 4-STORY STONE MASONRY COURTHOUSE, 65 FEET SOUTH OF THE
 MF0387'NORTHWEST CORNER OF BUILDING, 1 FOOT NORTH OF A SMALL PROJECTING
 MF0387'WATER FAUCET, 17 1/2 FEET EAST OF THE EAST CURB OF LA SALLE
 MF0387'STREET, 185 1/2 FEET NORTH OF THE NORTH CURB OF WEST MAIN
 MF0387'STREET, AND 1 1/2 FEET ABOVE THE LEVEL OF SIDEWALK.
 MF0387
 MF0387                          STATION RECOVERY (1987)
 MF0387
 MF0387'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0387'RECOVERED IN GOOD CONDITION.
 MF0387
 MF0387                          STATION RECOVERY (1988)
 MF0387
 MF0387'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJM)
 MF0387'RECOVERED IN GOOD CONDITION.
 MF0387
 MF0387                          STATION RECOVERY (1997)
 MF0387
 MF0387'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0387'RECOVERED IN GOOD CONDITION.
 MF0387
 MF0387                          STATION RECOVERY (1998)
 MF0387
 MF0387'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0387'RECOVERED IN GOOD CONDITION.
 MF0387
 MF0387                          STATION RECOVERY (2001)
 MF0387
 MF0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0387'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0387
 MF0387                          STATION RECOVERY (2002)
 MF0387
 MF0387'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0837 ***********************************************************************
 MF0837  DESIGNATION -  J 232
 MF0837  PID         -  MF0837
 MF0837  STATE/COUNTY-  IL/LA SALLE
 MF0837  USGS QUAD   -  LA SALLE (1993)
 MF0837
 MF0837                         *CURRENT SURVEY CONTROL
 MF0837  ___________________________________________________________________
 MF0837* NAD 83(1986)-  41 19 31.     (N)    089 07 10.     (W)     SCALED    
 MF0837* NAVD 88     -       144.378  (meters)     473.68   (feet)  ADJUSTED  
 MF0837  ___________________________________________________________________
 MF0837  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0837  DYNAMIC HT  -         144.320 (meters)     473.49  (feet)  COMP
 MF0837  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 MF0837
 MF0837  VERT ORDER  -  FIRST     CLASS II
 MF0837
 MF0837.The horizontal coordinates were scaled from a topographic map and have
 MF0837.an estimated accuracy of +/- 6 seconds.
 MF0837
 MF0837.The orthometric height was determined by differential leveling
 MF0837.and adjusted by the National Geodetic Survey in June 1991..
 MF0837
 MF0837.The geoid height was determined by GEOID03.
 MF0837
 MF0837.The dynamic height is computed by dividing the NAVD 88
 MF0837.geopotential number by the normal gravity value computed on the
 MF0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0837.degrees latitude (g = 980.6199 gals.).
 MF0837
 MF0837.The modeled gravity was interpolated from observed gravity values.
 MF0837
 MF0837;                    North         East    Units  Estimated Accuracy
 MF0837;SPC IL E     -   517,460.      234,190.      MT  (+/- 180 meters Scaled)
 MF0837
 MF0837                          SUPERSEDED SURVEY CONTROL
 MF0837
 MF0837  NGVD 29 (??/??/92)  144.452  (m)          473.92   (f) ADJ UNCH    1 2
 MF0837
 MF0837.Superseded values are not recommended for survey control.
 MF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0837.See file dsdata.txt to determine how the superseded data were derived.
 MF0837
 MF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL226770(NAD 83)
 MF0837_MARKER: DB = BENCH MARK DISK
 MF0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0837_SP_SET: PIER
 MF0837_STAMPING: J 232 1960
 MF0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0837
 MF0837  HISTORY     - Date     Condition        Report By
 MF0837  HISTORY     - 1960     MONUMENTED       CGS
 MF0837  HISTORY     - 19970716 GOOD             USPSQD
 MF0837  HISTORY     - 20010331 GOOD             NGS
 MF0837  HISTORY     - 20020803 GOOD             USPSQD
 MF0837
 MF0837                          STATION DESCRIPTION
 MF0837
 MF0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0837'AT PERU.
 MF0837'AT PERU, 0.25 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND
 MF0837'PACIFIC RAILROAD FROM THE POWER PLANT, 98 YARDS WEST OF MILEPOST 100,
 MF0837'IN TOP AND EAST END OF THE BOTTOM PART OF FIRST TALL PIER SOUTH
 MF0837'OF NORTH ABUTMENT OF BRIDGE OVER ILLINOIS RIVER, 78 FEET NORTH OF
 MF0837'NORTH RAIL OF CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 0.7 FOOT
 MF0837'EAST OF EAST FACE OF EAST COLUMN OF PIER, AND 3 FEET ABOVE LEVEL
 MF0837'OF GROUND.
 MF0837
 MF0837                          STATION RECOVERY (1997)
 MF0837
 MF0837'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0837'RECOVERED IN GOOD CONDITION.
 MF0837
 MF0837                          STATION RECOVERY (2001)
 MF0837
 MF0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0837'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0837
 MF0837                          STATION RECOVERY (2002)
 MF0837
 MF0837'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0756 ***********************************************************************
 MF0756  DESIGNATION -  J 233
 MF0756  PID         -  MF0756
 MF0756  STATE/COUNTY-  IL/MARSHALL
 MF0756  USGS QUAD   -  LACON (1972)
 MF0756
 MF0756                         *CURRENT SURVEY CONTROL
 MF0756  ___________________________________________________________________
 MF0756* NAD 83(1986)-  41 01 37.     (N)    089 26 18.     (W)     SCALED    
 MF0756* NAVD 88     -       142.596  (meters)     467.83   (feet)  ADJUSTED  
 MF0756  ___________________________________________________________________
 MF0756  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF0756  DYNAMIC HT  -         142.535 (meters)     467.63  (feet)  COMP
 MF0756  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 MF0756
 MF0756  VERT ORDER  -  FIRST     CLASS II
 MF0756
 MF0756.The horizontal coordinates were scaled from a topographic map and have
 MF0756.an estimated accuracy of +/- 6 seconds.
 MF0756
 MF0756.The orthometric height was determined by differential leveling
 MF0756.and adjusted by the National Geodetic Survey in June 1991..
 MF0756
 MF0756.The geoid height was determined by GEOID03.
 MF0756
 MF0756.The dynamic height is computed by dividing the NAVD 88
 MF0756.geopotential number by the normal gravity value computed on the
 MF0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0756.degrees latitude (g = 980.6199 gals.).
 MF0756
 MF0756.The modeled gravity was interpolated from observed gravity values.
 MF0756
 MF0756;                    North         East    Units  Estimated Accuracy
 MF0756;SPC IL W     -   484,270.      761,250.      MT  (+/- 180 meters Scaled)
 MF0756
 MF0756                          SUPERSEDED SURVEY CONTROL
 MF0756
 MF0756  NGVD 29 (??/??/92)  142.665  (m)          468.06   (f) ADJ UNCH    1 2
 MF0756
 MF0756.Superseded values are not recommended for survey control.
 MF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0756.See file dsdata.txt to determine how the superseded data were derived.
 MF0756
 MF0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL950446(NAD 83)
 MF0756_MARKER: DB = BENCH MARK DISK
 MF0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0756_SP_SET: ABUTMENT
 MF0756_STAMPING: J 233 1960
 MF0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0756
 MF0756  HISTORY     - Date     Condition        Report By
 MF0756  HISTORY     - 1960     MONUMENTED       CGS
 MF0756  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 MF0756
 MF0756                          STATION DESCRIPTION
 MF0756
 MF0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0756'AT SPARLAND.
 MF0756'AT SPARLAND, ABOUT 0.05 MILE SOUTH ALONG THE CHICAGO ROCK ISLAND
 MF0756'AND PACIFIC RAILROAD FROM THE STATION, ALONG STATE HIGHWAY 29,
 MF0756'IN THE TOP OF THE EAST END OF NORTH ABUTMENT OF HIGHWAY 29 BRIDGE
 MF0756'OVER GIMLET CREEK, 52 1/2 FEET WEST OF WEST RAIL, 30 1/2 FEET
 MF0756'EAST OF CENTER LINE OF HIGHWAY, 38 YARDS SOUTH OF CENTER LINE OF
 MF0756'STATE HIGHWAY 17 LEADING EAST, AND ABOUT LEVEL WITH HIGHWAY.
 MF0756
 MF0756                          STATION RECOVERY (1998)
 MF0756
 MF0756'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1305 ***********************************************************************
 LC1305  DESIGNATION -  J 234
 LC1305  PID         -  LC1305
 LC1305  STATE/COUNTY-  IL/TAZEWELL
 LC1305  USGS QUAD   -  PEKIN (1996)
 LC1305
 LC1305                         *CURRENT SURVEY CONTROL
 LC1305  ___________________________________________________________________
 LC1305* NAD 83(1986)-  40 34 56.     (N)    089 38 46.     (W)     SCALED    
 LC1305* NAVD 88     -       141.646  (meters)     464.72   (feet)  ADJUSTED  
 LC1305  ___________________________________________________________________
 LC1305  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LC1305  DYNAMIC HT  -         141.579 (meters)     464.50  (feet)  COMP
 LC1305  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 LC1305
 LC1305  VERT ORDER  -  FIRST     CLASS II
 LC1305
 LC1305.The horizontal coordinates were scaled from a topographic map and have
 LC1305.an estimated accuracy of +/- 6 seconds.
 LC1305
 LC1305.The orthometric height was determined by differential leveling
 LC1305.and adjusted by the National Geodetic Survey in June 1991..
 LC1305
 LC1305.The geoid height was determined by GEOID03.
 LC1305
 LC1305.The dynamic height is computed by dividing the NAVD 88
 LC1305.geopotential number by the normal gravity value computed on the
 LC1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1305.degrees latitude (g = 980.6199 gals.).
 LC1305
 LC1305.The modeled gravity was interpolated from observed gravity values.
 LC1305
 LC1305;                    North         East    Units  Estimated Accuracy
 LC1305;SPC IL W     -   434,760.      744,070.      MT  (+/- 180 meters Scaled)
 LC1305
 LC1305                          SUPERSEDED SURVEY CONTROL
 LC1305
 LC1305  NGVD 29 (??/??/92)  141.751  (m)          465.06   (f) ADJ UNCH    1 2
 LC1305
 LC1305.Superseded values are not recommended for survey control.
 LC1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1305.See file dsdata.txt to determine how the superseded data were derived.
 LC1305
 LC1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK760957(NAD 83)
 LC1305_MARKER: DB = BENCH MARK DISK
 LC1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1305_STAMPING: J 234 1960
 LC1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1305+STABILITY: SURFACE MOTION
 LC1305
 LC1305  HISTORY     - Date     Condition        Report By
 LC1305  HISTORY     - 1960     MONUMENTED       CGS
 LC1305  HISTORY     - 1975     GOOD             LOCENG
 LC1305
 LC1305                          STATION DESCRIPTION
 LC1305
 LC1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1305'AT PEKIN.
 LC1305'AT PEKIN, IN THE NORTH PART OF TOWN, AT THE CROSSING OF SHERIDAN
 LC1305'ROAD AND THE PEORIA AND PEKIN UNION RAILWAY, ACROSS THE TRACK FROM
 LC1305'THE INTERSECTION OF NORTH SECOND STREET AND SHERIDAN ROAD, 14 FEET
 LC1305'WEST OF WEST RAIL OF A SIDE TRACK, 39 FEET WEST OF WEST RAIL OF
 LC1305'MAIN TRACK (THE CENTER ONE OF 3), 53 1/2 FEET NORTH OF THE
 LC1305'EXTENDED NORTH CURB OF SHERIDAN ROAD, 4.3 FEET NORTH OF THE FIRST
 LC1305'TELEPHONE POLE NORTH OF CROSSING, 53 1/2 FEET NORTH-NORTHEAST OF
 LC1305'A POWER LINE BRACE POLE, 110 FEET NORTH AND ACROSS ROAD FROM
 LC1305'CROSSING WARNING SIGN, ABOUT LEVEL WITH TRACKS AND SET IN THE TOP
 LC1305'OF A CONCRETE POST PROJECTING 2 INCHES.
 LC1305
 LC1305                          STATION RECOVERY (1975)
 LC1305
 LC1305'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LC1305'4.5 FT NORTH OF A POWER POLE SET A STEEL FENCE POST AND WITNESS SIGN
 LC1305'1 FT EAST OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1311 ***********************************************************************
 LC1311  DESIGNATION -  J 235
 LC1311  PID         -  LC1311
 LC1311  STATE/COUNTY-  IL/TAZEWELL
 LC1311  USGS QUAD   -  PEORIA EAST (1996)
 LC1311
 LC1311                         *CURRENT SURVEY CONTROL
 LC1311  ___________________________________________________________________
 LC1311* NAD 83(1986)-  40 38 13.     (N)    089 37 03.     (W)     SCALED    
 LC1311* NAVD 88     -       138.879  (meters)     455.64   (feet)  ADJUSTED  
 LC1311  ___________________________________________________________________
 LC1311  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1311  DYNAMIC HT  -         138.814 (meters)     455.43  (feet)  COMP
 LC1311  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 LC1311
 LC1311  VERT ORDER  -  FIRST     CLASS II
 LC1311
 LC1311.The horizontal coordinates were scaled from a topographic map and have
 LC1311.an estimated accuracy of +/- 6 seconds.
 LC1311
 LC1311.The orthometric height was determined by differential leveling
 LC1311.and adjusted by the National Geodetic Survey in June 1991..
 LC1311
 LC1311.The geoid height was determined by GEOID03.
 LC1311
 LC1311.The dynamic height is computed by dividing the NAVD 88
 LC1311.geopotential number by the normal gravity value computed on the
 LC1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1311.degrees latitude (g = 980.6199 gals.).
 LC1311
 LC1311.The modeled gravity was interpolated from observed gravity values.
 LC1311
 LC1311;                    North         East    Units  Estimated Accuracy
 LC1311;SPC IL W     -   440,860.      746,450.      MT  (+/- 180 meters Scaled)
 LC1311
 LC1311                          SUPERSEDED SURVEY CONTROL
 LC1311
 LC1311  NGVD 29 (??/??/92)  138.980  (m)          455.97   (f) ADJ UNCH    1 2
 LC1311
 LC1311.Superseded values are not recommended for survey control.
 LC1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1311.See file dsdata.txt to determine how the superseded data were derived.
 LC1311
 LC1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL786017(NAD 83)
 LC1311_MARKER: DB = BENCH MARK DISK
 LC1311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1311_SP_SET: PIER
 LC1311_STAMPING: J 235 1960
 LC1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1311
 LC1311  HISTORY     - Date     Condition        Report By
 LC1311  HISTORY     - 1960     MONUMENTED       CGS
 LC1311  HISTORY     - 1975     GOOD             LOCENG
 LC1311
 LC1311                          STATION DESCRIPTION
 LC1311
 LC1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1311'1.7 MI SW FROM CREVE COEUR.
 LC1311'ABOUT 1.7 MILES SOUTHWEST ALONG THE PEORIA, PEKIN UNION RAILWAY
 LC1311'FROM THE FREIGHT STATION AT CREVE COEUR, ABOUT 1.25 MILE SOUTHWEST
 LC1311'OF CROSSING OF WATER STREET AT WESLEY, 0.1 MILE SOUTHWEST OF
 LC1311'MILE POST P 4, IN THE TOP OF CONCRETE BASE OF SOUTH LEG OF
 LC1311'FOUR-LEGGED STEEL PIER OF CONVEYOR OVERPASS FROM SOUTH END OF
 LC1311'GRAIN ELEVATORS TO A BARGE LANDING ON ILLINOIS RIVER, IN SECTION
 LC1311'12, R 5 W, T 25 N, 67 1/2 FEET NORTHWEST AND ACROSS A GRAVEL
 LC1311'ROAD FROM NORTHWEST RAIL, 29 FEET NORTHWEST OF CENTER LINE OF
 LC1311'GRAVEL ROAD AND ABOUT 2 FEET ABOVE LEVEL OF GRAVEL ROAD.
 LC1311
 LC1311                          STATION RECOVERY (1975)
 LC1311
 LC1311'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LC1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0829 ***********************************************************************
 LC0829  DESIGNATION -  J 236
 LC0829  PID         -  LC0829
 LC0829  STATE/COUNTY-  IL/LA SALLE
 LC0829  USGS QUAD   -  MINONK (1995)
 LC0829
 LC0829                         *CURRENT SURVEY CONTROL
 LC0829  ___________________________________________________________________
 LC0829* NAD 83(1986)-  40 58 50.     (N)    089 02 29.     (W)     SCALED    
 LC0829* NAVD 88     -       214.435  (meters)     703.53   (feet)  ADJUSTED  
 LC0829  ___________________________________________________________________
 LC0829  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LC0829  DYNAMIC HT  -         214.343 (meters)     703.22  (feet)  COMP
 LC0829  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 LC0829
 LC0829  VERT ORDER  -  FIRST     CLASS I
 LC0829
 LC0829.The horizontal coordinates were scaled from a topographic map and have
 LC0829.an estimated accuracy of +/- 6 seconds.
 LC0829
 LC0829.The orthometric height was determined by differential leveling
 LC0829.and adjusted by the National Geodetic Survey in June 1991..
 LC0829
 LC0829.The geoid height was determined by GEOID03.
 LC0829
 LC0829.The dynamic height is computed by dividing the NAVD 88
 LC0829.geopotential number by the normal gravity value computed on the
 LC0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0829.degrees latitude (g = 980.6199 gals.).
 LC0829
 LC0829.The modeled gravity was interpolated from observed gravity values.
 LC0829
 LC0829;                    North         East    Units  Estimated Accuracy
 LC0829;SPC IL E     -   479,120.      240,410.      MT  (+/- 180 meters Scaled)
 LC0829
 LC0829                          SUPERSEDED SURVEY CONTROL
 LC0829
 LC0829  NGVD 29 (??/??/92)  214.486  (m)          703.69   (f) ADJ UNCH    1 1
 LC0829
 LC0829.Superseded values are not recommended for survey control.
 LC0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0829.See file dsdata.txt to determine how the superseded data were derived.
 LC0829
 LC0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL282386(NAD 83)
 LC0829_MARKER: DB = BENCH MARK DISK
 LC0829_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0829_SP_SET: 40 FEET
 LC0829_STAMPING: J 236 1960
 LC0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0829
 LC0829  HISTORY     - Date     Condition        Report By
 LC0829  HISTORY     - 1960     MONUMENTED       CGS
 LC0829  HISTORY     - 1969     GOOD             NGS
 LC0829  HISTORY     - 19970728 GOOD             USPSQD
 LC0829  HISTORY     - 20020826 GOOD             USPSQD
 LC0829
 LC0829                          STATION DESCRIPTION
 LC0829
 LC0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0829'5 MI S FROM WENONA.
 LC0829'ABOUT 5.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0829'THE STATION AT WENONA, OR ABOUT 5.5 MILES NORTH ALONG THE
 LC0829'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT MINONK, 0.2 MILE
 LC0829'SOUTH OF THE POST OFFICE AT RUTLAND, 69 FEET EAST OF THE EAST
 LC0829'RAIL, 48 FEET WEST OF THE CENTER LINE OF A PAVED STREET, 92 1/2
 LC0829'FEET WEST-SOUTHWEST AND ACROSS THE STREET FROM A 12-INCH TREE,
 LC0829'33 1/2 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET
 LC0829'NORTHEAST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 1.5
 LC0829'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 LC0829'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 LC0829'THAT IS DRIVEN TO A DEPTH OF 40 FEET AND IS ENCASED IN A 4-INCH
 LC0829'IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 LC0829'SEC 18, T29N, R2E.
 LC0829
 LC0829                          STATION RECOVERY (1997)
 LC0829
 LC0829'RECOVERY NOTE BY US POWER SQUADRON 1997
 LC0829'RECOVERED IN GOOD CONDITION.
 LC0829
 LC0829                          STATION RECOVERY (2002)
 LC0829
 LC0829'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 LC0829'NORTHWEST CORNER OF ELECTRIC SUBSTATION AT ARCH AND EAST FRONT STREET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0409 ***********************************************************************
 MF0409  DESIGNATION -  J 237
 MF0409  PID         -  MF0409
 MF0409  STATE/COUNTY-  IL/LA SALLE
 MF0409  USGS QUAD   -  MARSEILLES (1994)
 MF0409
 MF0409                         *CURRENT SURVEY CONTROL
 MF0409  ___________________________________________________________________
 MF0409* NAD 83(1986)-  41 19 28.     (N)    088 41 52.     (W)     SCALED    
 MF0409* NAVD 88     -       149.399  (meters)     490.15   (feet)  ADJUSTED  
 MF0409  ___________________________________________________________________
 MF0409  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MF0409  DYNAMIC HT  -         149.341 (meters)     489.96  (feet)  COMP
 MF0409  MODELED GRAV-     980,231.5   (mgal)                       NAVD 88
 MF0409
 MF0409  VERT ORDER  -  FIRST     CLASS II
 MF0409
 MF0409.The horizontal coordinates were scaled from a topographic map and have
 MF0409.an estimated accuracy of +/- 6 seconds.
 MF0409
 MF0409.The orthometric height was determined by differential leveling
 MF0409.and adjusted by the National Geodetic Survey in June 1991..
 MF0409
 MF0409.The geoid height was determined by GEOID03.
 MF0409
 MF0409.The dynamic height is computed by dividing the NAVD 88
 MF0409.geopotential number by the normal gravity value computed on the
 MF0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0409.degrees latitude (g = 980.6199 gals.).
 MF0409
 MF0409.The modeled gravity was interpolated from observed gravity values.
 MF0409
 MF0409;                    North         East    Units  Estimated Accuracy
 MF0409;SPC IL E     -   517,140.      269,490.      MT  (+/- 180 meters Scaled)
 MF0409
 MF0409                          SUPERSEDED SURVEY CONTROL
 MF0409
 MF0409  NGVD 29 (??/??/92)  149.462  (m)          490.36   (f) ADJ UNCH    1 2
 MF0409
 MF0409.Superseded values are not recommended for survey control.
 MF0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0409.See file dsdata.txt to determine how the superseded data were derived.
 MF0409
 MF0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL579761(NAD 83)
 MF0409_MARKER: DB = BENCH MARK DISK
 MF0409_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0409_SP_SET: 9 1/2 FEET
 MF0409_STAMPING: J 237 1960
 MF0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0409
 MF0409  HISTORY     - Date     Condition        Report By
 MF0409  HISTORY     - 1960     MONUMENTED       CGS
 MF0409  HISTORY     - 1989     POOR             USPSQD
 MF0409  HISTORY     - 19970815 POOR             USPSQD
 MF0409  HISTORY     - 20020930 MARK NOT FOUND   USPSQD
 MF0409
 MF0409                          STATION DESCRIPTION
 MF0409
 MF0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0409'AT MARSEILLES.
 MF0409'AT MARSEILLES, 67 FEET EAST OF THE SOUTHEAST CORNER OF EAST
 MF0409'WING OF MARSEILLES JUNIOR HIGH SCHOOL, IN S-18 19, R-5E, T-33N,
 MF0409'ALONG THE EAST EDGE OF FRONT SCHOOL YARD, 19 FEET NORTHWEST
 MF0409'OF CENTER LINE OF GRAVEL DRIVE SOUTH TO SCHOOL PARKING AREA, 1 1/2
 MF0409'FEET NORTH OF A BRACE POLE FOR A POWER LINE JUNCTION POLE, 9
 MF0409'1/2 FEET NORTHWEST OF A 30-INCH ELM TREE (THE ONLY TREE BETWEEN
 MF0409'THE DRIVE SOUTH TO PARKING AREA AND A LOW WHITE PAINTED BOARD
 MF0409'FENCE), 1 FOOT EAST OF THE LOW BOARD FENCE ALONG THE EAST
 MF0409'SIDE OF SCHOOL LAWN OR FRONT YARD, ABOUT 1 FOOT ABOVE THE LEVEL
 MF0409'OF DRIVE, AND IS A DISK ON COPPER COATED STEEL ROD PROJECTING
 MF0409'1 INCH AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.
 MF0409'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 9 1/2 FEET.
 MF0409
 MF0409                          STATION RECOVERY (1989)
 MF0409
 MF0409'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 MF0409'MARK RECOVERED IN POOR CONDITION.
 MF0409
 MF0409                          STATION RECOVERY (1997)
 MF0409
 MF0409'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0409'MARK RECOVERED IN POOR CONDITION.
 MF0409
 MF0409                          STATION RECOVERY (2002)
 MF0409
 MF0409'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1256 ***********************************************************************
 LC1256  DESIGNATION -  J 238
 LC1256  PID         -  LC1256
 LC1256  STATE/COUNTY-  IL/TAZEWELL
 LC1256  USGS QUAD   -  MANITO (1977)
 LC1256
 LC1256                         *CURRENT SURVEY CONTROL
 LC1256  ___________________________________________________________________
 LC1256* NAD 83(1986)-  40 29 35.     (N)    089 47 01.     (W)     SCALED    
 LC1256* NAVD 88     -       153.147  (meters)     502.45   (feet)  ADJUSTED  
 LC1256  ___________________________________________________________________
 LC1256  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LC1256  DYNAMIC HT  -         153.075 (meters)     502.21  (feet)  COMP
 LC1256  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 LC1256
 LC1256  VERT ORDER  -  FIRST     CLASS II
 LC1256
 LC1256.This mark is at Manito Mitchell Airport (C45)
 LC1256
 LC1256.The horizontal coordinates were scaled from a topographic map and have
 LC1256.an estimated accuracy of +/- 6 seconds.
 LC1256
 LC1256.The orthometric height was determined by differential leveling
 LC1256.and adjusted by the National Geodetic Survey in June 1991..
 LC1256
 LC1256.The geoid height was determined by GEOID03.
 LC1256
 LC1256.The dynamic height is computed by dividing the NAVD 88
 LC1256.geopotential number by the normal gravity value computed on the
 LC1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1256.degrees latitude (g = 980.6199 gals.).
 LC1256
 LC1256.The modeled gravity was interpolated from observed gravity values.
 LC1256
 LC1256;                    North         East    Units  Estimated Accuracy
 LC1256;SPC IL W     -   424,800.      732,470.      MT  (+/- 180 meters Scaled)
 LC1256
 LC1256                          SUPERSEDED SURVEY CONTROL
 LC1256
 LC1256  NGVD 29 (??/??/92)  153.249  (m)          502.78   (f) ADJ UNCH    1 2
 LC1256
 LC1256.Superseded values are not recommended for survey control.
 LC1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1256.See file dsdata.txt to determine how the superseded data were derived.
 LC1256
 LC1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK640862(NAD 83)
 LC1256_MARKER: DB = BENCH MARK DISK
 LC1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1256_STAMPING: J 238 1961
 LC1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1256+STABILITY: SURFACE MOTION
 LC1256
 LC1256  HISTORY     - Date     Condition        Report By
 LC1256  HISTORY     - 1961     MONUMENTED       CGS
 LC1256
 LC1256                          STATION DESCRIPTION
 LC1256
 LC1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1256'4.7 MI N FROM MANITO.
 LC1256'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE CHICAGO AND ILLINOIS
 LC1256'MIDLAND RAILWAY STATION AT MANITO, THENCE 4.65 MILES NORTH ALONG
 LC1256'A BLACK TOP ROAD, AT A CROSSROAD, 250 FEET EAST OF THE CENTER LINE
 LC1256'OF THE NORTH-SOUTH ROAD, 19 FEET SOUTH OF THE EAST-WEST GRAVEL ROAD,
 LC1256'14 FEET EAST OF THE CENTER OF A GATE, 138 1/2 FEET WEST OF A POWER
 LC1256'LINE POLE, 1 1/2 FEET SOUTH OF A FENCE LINE, 1.5 MILES SOUTH OF
 LC1256'THE SPRING LAKE SCHOOL, 0.25 MILE WEST OF THE MAIN ENTRANCE TO
 LC1256'THE WADDELL AIRPORT, 2.5 FEET NORTHWEST OF A METAL WITNESS POST,
 LC1256'1 FOOT ABOVE THE LEVEL OF THE GRAVEL ROAD AND SET IN THE TOP OF A
 LC1256'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0272 ***********************************************************************
 LD0272  DESIGNATION -  J 239
 LD0272  PID         -  LD0272
 LD0272  STATE/COUNTY-  IL/MASON
 LD0272  USGS QUAD   -  HAVANA (1947)
 LD0272
 LD0272                         *CURRENT SURVEY CONTROL
 LD0272  ___________________________________________________________________
 LD0272* NAD 83(1986)-  40 18 41.     (N)    090 03 22.     (W)     SCALED    
 LD0272* NAVD 88     -       141.710  (meters)     464.93   (feet)  ADJUSTED  
 LD0272  ___________________________________________________________________
 LD0272  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0272  DYNAMIC HT  -         141.640 (meters)     464.70  (feet)  COMP
 LD0272  MODELED GRAV-     980,127.4   (mgal)                       NAVD 88
 LD0272
 LD0272  VERT ORDER  -  FIRST     CLASS II
 LD0272
 LD0272.The horizontal coordinates were scaled from a topographic map and have
 LD0272.an estimated accuracy of +/- 6 seconds.
 LD0272
 LD0272.The orthometric height was determined by differential leveling
 LD0272.and adjusted by the National Geodetic Survey in June 1991..
 LD0272
 LD0272.The geoid height was determined by GEOID03.
 LD0272
 LD0272.The dynamic height is computed by dividing the NAVD 88
 LD0272.geopotential number by the normal gravity value computed on the
 LD0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0272.degrees latitude (g = 980.6199 gals.).
 LD0272
 LD0272.The modeled gravity was interpolated from observed gravity values.
 LD0272
 LD0272;                    North         East    Units  Estimated Accuracy
 LD0272;SPC IL W     -   404,570.      709,400.      MT  (+/- 180 meters Scaled)
 LD0272
 LD0272                          SUPERSEDED SURVEY CONTROL
 LD0272
 LD0272  NGVD 29 (??/??/92)  141.812  (m)          465.26   (f) ADJ UNCH    1 2
 LD0272
 LD0272.Superseded values are not recommended for survey control.
 LD0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0272.See file dsdata.txt to determine how the superseded data were derived.
 LD0272
 LD0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE501664(NAD 83)
 LD0272_MARKER: DB = BENCH MARK DISK
 LD0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0272_SP_SET: PIER
 LD0272_STAMPING: J 239 1961
 LD0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0272
 LD0272  HISTORY     - Date     Condition        Report By
 LD0272  HISTORY     - 1961     MONUMENTED       CGS
 LD0272
 LD0272                          STATION DESCRIPTION
 LD0272
 LD0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0272'0.9 MI NE FROM HAVANA.
 LD0272'ABOUT 0.7 MILE NORTH ALONG BROADWAY FROM THE COUNTY COURTHOUSE
 LD0272'AT HAVANA, THENCE 0.2 MILE NORTHEAST ALONG THE CHICAGO AND
 LD0272'ILLINOIS MIDLAND RAILWAY, AT A BLACK TOP ROAD OVERPASS, SET
 LD0272'VERTICALLY IN THE WEST SIDE OF THE NORTH CONCRETE PIER OF THE
 LD0272'OVERPASS, 17.2 FEET NORTH OF THE NORTH RAIL OF MAIN TRACK AND
 LD0272'2 FEET ABOVE THE RAIL AND GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1797 ***********************************************************************
 LB1797  DESIGNATION -  J 24 RESET 1970
 LB1797  PID         -  LB1797
 LB1797  STATE/COUNTY-  IL/VERMILION
 LB1797  USGS QUAD   -  ROYAL (1968)
 LB1797
 LB1797                         *CURRENT SURVEY CONTROL
 LB1797  ___________________________________________________________________
 LB1797* NAD 83(1986)-  40 13 49.     (N)    087 53 24.     (W)     SCALED    
 LB1797* NAVD 88     -       237.09   (meters)     777.9    (feet)  RESET     
 LB1797  ___________________________________________________________________
 LB1797  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LB1797
 LB1797  VERT ORDER  -  THIRD
 LB1797
 LB1797.The horizontal coordinates were scaled from a topographic map and have
 LB1797.an estimated accuracy of +/- 6 seconds.
 LB1797
 LB1797.The orthometric height was computed from unverified reset data.
 LB1797
 LB1797.The geoid height was determined by GEOID03.
 LB1797
 LB1797;                    North         East    Units  Estimated Accuracy
 LB1797;SPC IL E     -   395,660.      337,730.      MT  (+/- 180 meters Scaled)
 LB1797
 LB1797                          SUPERSEDED SURVEY CONTROL
 LB1797
 LB1797.No superseded survey control is available for this station.
 LB1797
 LB1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK242536(NAD 83)
 LB1797_MARKER: DB = BENCH MARK DISK
 LB1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1797_STAMPING: J 24 RESET 1970
 LB1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1797+STABILITY: SURFACE MOTION
 LB1797
 LB1797  HISTORY     - Date     Condition        Report By
 LB1797  HISTORY     - 1970     MONUMENTED       NGS
 LB1797
 LB1797                          STATION DESCRIPTION
 LB1797
 LB1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1797'9 MI NE FROM OGDEN.
 LB1797'3.05 MILE EAST ALONG INTERSTATE HIGHWAY 74 FROM OGDEN, THENCE
 LB1797'NORTH ALONG STATE HIGHWAY 49 FOR 7.9 MILES TO THE MARK ON THE
 LB1797'RIGHT, 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET
 LB1797'SOUTHEAST OF THE SOUTH END OF A CONCRETE HEADWALL, 6 FEET SOUTH
 LB1797'OF A POWER POLE, 1 FOOT WEST OF A METAL WITNESS POST, SET IN
 LB1797'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0049 ***********************************************************************
 KC0049  DESIGNATION -  J 240
 KC0049  PID         -  KC0049
 KC0049  STATE/COUNTY-  IL/CASS
 KC0049  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0049
 KC0049                         *CURRENT SURVEY CONTROL
 KC0049  ___________________________________________________________________
 KC0049* NAD 83(1986)-  39 59 28.     (N)    090 24 00.     (W)     SCALED    
 KC0049* NAVD 88     -       137.824  (meters)     452.18   (feet)  ADJUSTED  
 KC0049  ___________________________________________________________________
 KC0049  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KC0049  DYNAMIC HT  -         137.752 (meters)     451.94  (feet)  COMP
 KC0049  MODELED GRAV-     980,097.4   (mgal)                       NAVD 88
 KC0049
 KC0049  VERT ORDER  -  FIRST     CLASS II
 KC0049
 KC0049.The horizontal coordinates were scaled from a topographic map and have
 KC0049.an estimated accuracy of +/- 6 seconds.
 KC0049
 KC0049.The orthometric height was determined by differential leveling
 KC0049.and adjusted by the National Geodetic Survey in June 1991..
 KC0049
 KC0049.The geoid height was determined by GEOID03.
 KC0049
 KC0049.The dynamic height is computed by dividing the NAVD 88
 KC0049.geopotential number by the normal gravity value computed on the
 KC0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0049.degrees latitude (g = 980.6199 gals.).
 KC0049
 KC0049.The modeled gravity was interpolated from observed gravity values.
 KC0049
 KC0049;                    North         East    Units  Estimated Accuracy
 KC0049;SPC IL W     -   369,030.      680,070.      MT  (+/- 180 meters Scaled)
 KC0049
 KC0049                          SUPERSEDED SURVEY CONTROL
 KC0049
 KC0049  NGVD 29 (??/??/92)  137.938  (m)          452.55   (f) ADJ UNCH    1 2
 KC0049
 KC0049.Superseded values are not recommended for survey control.
 KC0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0049.See file dsdata.txt to determine how the superseded data were derived.
 KC0049
 KC0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE219300(NAD 83)
 KC0049_MARKER: DB = BENCH MARK DISK
 KC0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0049_STAMPING: J 240 1961
 KC0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0049+STABILITY: SURFACE MOTION
 KC0049
 KC0049  HISTORY     - Date     Condition        Report By
 KC0049  HISTORY     - 1961     MONUMENTED       CGS
 KC0049  HISTORY     - 1979     MARK NOT FOUND   USGS
 KC0049
 KC0049                          STATION DESCRIPTION
 KC0049
 KC0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0049'2.8 MI SE FROM BEARDSTOWN.
 KC0049'ABOUT 1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 KC0049'WITH STATE HIGHWAY 100 IN BEARDSTOWN, THENCE 1.05 MILES SOUTH
 KC0049'ALONG A BLACK TOP ROAD, AT THE ENTRANCE TO THE HOOD AIRPORT, 177
 KC0049'FEET SOUTHWEST OF THE JUNCTION OF BLACK TOP ROAD AND AIRPORT
 KC0049'ENTRANCE ROAD, 92.5 FEET WEST OF THE CENTER LINE OF THE BLACK
 KC0049'TOP ROAD, 3.4 FEET NORTH OF THE NORTHEAST CORNER OF HANGAR, ABOUT
 KC0049'5 FEET BELOW THE LEVEL OF THE BLACK TOP ROAD AND SET IN THE TOP
 KC0049'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 KC0049'GROUND.
 KC0049
 KC0049                          STATION RECOVERY (1979)
 KC0049
 KC0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KC0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0578 ***********************************************************************
 JC0578  DESIGNATION -  J 241
 JC0578  PID         -  JC0578
 JC0578  STATE/COUNTY-  IL/JERSEY
 JC0578  USGS QUAD   -  BRUSSELS (1990)
 JC0578
 JC0578                         *CURRENT SURVEY CONTROL
 JC0578  ___________________________________________________________________
 JC0578* NAD 83(1986)-  38 59 06.     (N)    090 32 37.     (W)     SCALED    
 JC0578* NAVD 88     -       135.253  (meters)     443.74   (feet)  ADJUSTED  
 JC0578  ___________________________________________________________________
 JC0578  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JC0578  DYNAMIC HT  -         135.169 (meters)     443.47  (feet)  COMP
 JC0578  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 JC0578
 JC0578  VERT ORDER  -  FIRST     CLASS II
 JC0578
 JC0578.The horizontal coordinates were scaled from a topographic map and have
 JC0578.an estimated accuracy of +/- 6 seconds.
 JC0578
 JC0578.The orthometric height was determined by differential leveling
 JC0578.and adjusted by the National Geodetic Survey in June 1991..
 JC0578
 JC0578.The geoid height was determined by GEOID03.
 JC0578
 JC0578.The dynamic height is computed by dividing the NAVD 88
 JC0578.geopotential number by the normal gravity value computed on the
 JC0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0578.degrees latitude (g = 980.6199 gals.).
 JC0578
 JC0578.The modeled gravity was interpolated from observed gravity values.
 JC0578
 JC0578;                    North         East    Units  Estimated Accuracy
 JC0578;SPC IL W     -   257,370.      667,340.      MT  (+/- 180 meters Scaled)
 JC0578
 JC0578                          SUPERSEDED SURVEY CONTROL
 JC0578
 JC0578  NGVD 29 (??/??/92)  135.362  (m)          444.10   (f) ADJ UNCH    1 2
 JC0578
 JC0578.Superseded values are not recommended for survey control.
 JC0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0578.See file dsdata.txt to determine how the superseded data were derived.
 JC0578
 JC0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD127179(NAD 83)
 JC0578_MARKER: DB = BENCH MARK DISK
 JC0578_SETTING: 66 = SET IN ROCK OUTCROP
 JC0578_SP_SET: ROCK LEDGE
 JC0578_STAMPING: J 241 1961
 JC0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC0578+STABILITY: POSITION/ELEVATION WELL
 JC0578
 JC0578  HISTORY     - Date     Condition        Report By
 JC0578  HISTORY     - 1961     MONUMENTED       CGS
 JC0578  HISTORY     - 19990306 GOOD             USPSQD
 JC0578  HISTORY     - 20010331 GOOD             NGS
 JC0578  HISTORY     - 20010331 GOOD             NGS
 JC0578
 JC0578                          STATION DESCRIPTION
 JC0578
 JC0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0578'7 MI NW FROM GRAFTON.
 JC0578'ABOUT 6.95 MILES NORTHWEST ALONG STATE HIGHWAY 100 FROM THE
 JC0578'GRAFTON SCHOOL, SECTION 9 AND 4, T 6 N, R 13 W, AT THE INSIDE
 JC0578'OF A CURVE, SET ON TOP OF THE WEST END OF A 20-BY-15-BY 5 FEET
 JC0578'ROCK, 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 JC0578'EAST OF THE WEST END OF THE ROCK, 3 FEET NORTH OF THE SOUTH EDGE
 JC0578'OF THE ROCK AND 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JC0578
 JC0578                          STATION RECOVERY (1999)
 JC0578
 JC0578'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0578'RECOVERED IN GOOD CONDITION.
 JC0578
 JC0578                          STATION RECOVERY (2001)
 JC0578
 JC0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0578'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0578
 JC0578                          STATION RECOVERY (2001)
 JC0578
 JC0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0578'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0142 ***********************************************************************
 KC0142  DESIGNATION -  J 242
 KC0142  PID         -  KC0142
 KC0142  STATE/COUNTY-  IL/GREENE
 KC0142  USGS QUAD   -  HARDIN (1978)
 KC0142
 KC0142                         *CURRENT SURVEY CONTROL
 KC0142  ___________________________________________________________________
 KC0142* NAD 83(1986)-  39 14 13.     (N)    090 33 19.     (W)     SCALED    
 KC0142* NAVD 88     -       142.657  (meters)     468.03   (feet)  ADJUSTED  
 KC0142  ___________________________________________________________________
 KC0142  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KC0142  DYNAMIC HT  -         142.574 (meters)     467.76  (feet)  COMP
 KC0142  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 KC0142
 KC0142  VERT ORDER  -  FIRST     CLASS II
 KC0142
 KC0142.The horizontal coordinates were scaled from a topographic map and have
 KC0142.an estimated accuracy of +/- 6 seconds.
 KC0142
 KC0142.The orthometric height was determined by differential leveling
 KC0142.and adjusted by the National Geodetic Survey in June 1991..
 KC0142
 KC0142.The geoid height was determined by GEOID03.
 KC0142
 KC0142.The dynamic height is computed by dividing the NAVD 88
 KC0142.geopotential number by the normal gravity value computed on the
 KC0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0142.degrees latitude (g = 980.6199 gals.).
 KC0142
 KC0142.The modeled gravity was interpolated from observed gravity values.
 KC0142
 KC0142;                    North         East    Units  Estimated Accuracy
 KC0142;SPC IL W     -   285,350.      666,450.      MT  (+/- 180 meters Scaled)
 KC0142
 KC0142                          SUPERSEDED SURVEY CONTROL
 KC0142
 KC0142  NGVD 29 (??/??/92)  142.768  (m)          468.40   (f) ADJ UNCH    1 2
 KC0142
 KC0142.Superseded values are not recommended for survey control.
 KC0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0142.See file dsdata.txt to determine how the superseded data were derived.
 KC0142
 KC0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD109459(NAD 83)
 KC0142_MARKER: DB = BENCH MARK DISK
 KC0142_SETTING: 66 = SET IN ROCK OUTCROP
 KC0142_SP_SET: ROCK CLIFF
 KC0142_STAMPING: J 242 1961
 KC0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0142+STABILITY: POSITION/ELEVATION WELL
 KC0142
 KC0142  HISTORY     - Date     Condition        Report By
 KC0142  HISTORY     - 1961     MONUMENTED       CGS
 KC0142
 KC0142                          STATION DESCRIPTION
 KC0142
 KC0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0142'3.6 MI S FROM ELDRED.
 KC0142'ABOUT 3.65 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0142'OF STATE HIGHWAY 108 AT ELDRED, NEAR THE NORTHWEST CORNER OF
 KC0142'A SMALL CEMETERY, SET VERTICALLY IN A 10-FOOT HIGH ROCK CLIFF,
 KC0142'SECTION 9 S T 9 N R 13 W, 75 FEET EAST OF THE CENTER LINE OF THE
 KC0142'ROAD, 36 FEET SOUTH OF THE NORTH END OF THE ROCK CLIFF, 1 FOOT
 KC0142'ABOVE THE LEVEL OF THE GROUND AND ABOUT 12 FEET ABOVE THE LEVEL
 KC0142'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0162 ***********************************************************************
 KC0162  DESIGNATION -  J 243
 KC0162  PID         -  KC0162
 KC0162  STATE/COUNTY-  IL/GREENE
 KC0162  USGS QUAD   -  PEARL EAST (1980)
 KC0162
 KC0162                         *CURRENT SURVEY CONTROL
 KC0162  ___________________________________________________________________
 KC0162* NAD 83(1986)-  39 24 15.     (N)    090 33 29.     (W)     SCALED    
 KC0162* NAVD 88     -       134.686  (meters)     441.88   (feet)  ADJUSTED  
 KC0162  ___________________________________________________________________
 KC0162  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KC0162  DYNAMIC HT  -         134.608 (meters)     441.63  (feet)  COMP
 KC0162  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 KC0162
 KC0162  VERT ORDER  -  FIRST     CLASS II
 KC0162
 KC0162.The horizontal coordinates were scaled from a topographic map and have
 KC0162.an estimated accuracy of +/- 6 seconds.
 KC0162
 KC0162.The orthometric height was determined by differential leveling
 KC0162.and adjusted by the National Geodetic Survey in June 1991..
 KC0162
 KC0162.The geoid height was determined by GEOID03.
 KC0162
 KC0162.The dynamic height is computed by dividing the NAVD 88
 KC0162.geopotential number by the normal gravity value computed on the
 KC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0162.degrees latitude (g = 980.6199 gals.).
 KC0162
 KC0162.The modeled gravity was interpolated from observed gravity values.
 KC0162
 KC0162;                    North         East    Units  Estimated Accuracy
 KC0162;SPC IL W     -   303,910.      666,290.      MT  (+/- 180 meters Scaled)
 KC0162
 KC0162                          SUPERSEDED SURVEY CONTROL
 KC0162
 KC0162  NGVD 29 (??/??/92)  134.810  (m)          442.29   (f) ADJ UNCH    1 2
 KC0162
 KC0162.Superseded values are not recommended for survey control.
 KC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0162.See file dsdata.txt to determine how the superseded data were derived.
 KC0162
 KC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD102644(NAD 83)
 KC0162_MARKER: DB = BENCH MARK DISK
 KC0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0162_SP_SET: BRIDGE
 KC0162_STAMPING: J 243 1961
 KC0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0162
 KC0162  HISTORY     - Date     Condition        Report By
 KC0162  HISTORY     - 1961     MONUMENTED       CGS
 KC0162
 KC0162                          STATION DESCRIPTION
 KC0162
 KC0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0162'3.8 MI S FROM HILLVIEW.
 KC0162'ABOUT 3.8 MILES SOUTH ALONG A BLACK TOP AND GRADED ROAD FROM THE
 KC0162'POST OFFICE AT HILLVIEW, AT DOUGAL HOLLOW, SET ON TOP OF THE
 KC0162'NORTH END OF THE EAST GUARD RAIL OF A 20 FOOT CONCRETE BRIDGE
 KC0162'OVER A SMALL STREAM, (ROAD NOT BUILT THIS DATE), 100 YARDS WEST
 KC0162'OF THE OLD BRIDGE OVER THE STREAM AND NOW IN USE, 19 FEET EAST
 KC0162'OF THE CENTER OF THE BRIDGE, 0.4 FOOT SOUTH OF THE NORTH END OF
 KC0162'THE GUARDRAIL AND 1/2 FOOT ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3484 ***********************************************************************
 AI3484  DESIGNATION -  J 243 RESET
 AI3484  PID         -  AI3484
 AI3484  STATE/COUNTY-  IL/GREENE
 AI3484  USGS QUAD   -  PEARL EAST (1980)
 AI3484
 AI3484                         *CURRENT SURVEY CONTROL
 AI3484  ___________________________________________________________________
 AI3484* NAD 83(1986)-  39 24 15.     (N)    090 33 29.     (W)     SCALED    
 AI3484* NAVD 88     -       134.37   (meters)     440.8    (feet)  RESET     
 AI3484  ___________________________________________________________________
 AI3484  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 AI3484
 AI3484  VERT ORDER  -  THIRD
 AI3484
 AI3484.The horizontal coordinates were scaled from a topographic map and have
 AI3484.an estimated accuracy of +/- 6 seconds.
 AI3484
 AI3484.The orthometric height was computed from unverified reset data.
 AI3484.No vertical observational check was made to the station.
 AI3484
 AI3484.The geoid height was determined by GEOID03.
 AI3484
 AI3484;                    North         East    Units  Estimated Accuracy
 AI3484;SPC IL W     -   303,910.      666,290.      MT  (+/- 180 meters Scaled)
 AI3484
 AI3484                          SUPERSEDED SURVEY CONTROL
 AI3484
 AI3484.No superseded survey control is available for this station.
 AI3484
 AI3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD102644(NAD 83)
 AI3484_MARKER: DV = VERTICAL CONTROL DISK
 AI3484_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI3484_SP_SET: BRIDGE WINGWALL
 AI3484_STAMPING: J 243 RESET 1999
 AI3484_MARK LOGO: NGS   
 AI3484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3484
 AI3484  HISTORY     - Date     Condition        Report By
 AI3484  HISTORY     - 1999     MONUMENTED       NGS
 AI3484
 AI3484                          STATION DESCRIPTION
 AI3484
 AI3484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RKB)
 AI3484'FROM THE CENTER OF THE RAILROAD OVERPASS ON HILLVIEW-ELDRED ROAD ON
 AI3484'THE WEST SIDE OF HILLVIEW, PROCEED SOUTHWEST AND SOUTH ALONG
 AI3484'HILLVIEW-ELDRED ROAD FOR 3.45 MILES (5.55 KM) TO A SHORT BRIDGE AND
 AI3484'THE STATION ON THE RIGHT, IN THE SOUTHWEST WINGWALL, 6.6 M (21.7 FT)
 AI3484'WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 0.2 M (0.7 FT) HIGHER
 AI3484'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0233 ***********************************************************************
 KC0233  DESIGNATION -  J 244
 KC0233  PID         -  KC0233
 KC0233  STATE/COUNTY-  IL/SCOTT
 KC0233  USGS QUAD   -  BEDFORD (1980)
 KC0233
 KC0233                         *CURRENT SURVEY CONTROL
 KC0233  ___________________________________________________________________
 KC0233* NAD 83(1986)-  39 36 03.     (N)    090 31 40.     (W)     SCALED    
 KC0233* NAVD 88     -       133.408  (meters)     437.69   (feet)  ADJUSTED  
 KC0233  ___________________________________________________________________
 KC0233  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KC0233  DYNAMIC HT  -         133.334 (meters)     437.45  (feet)  COMP
 KC0233  MODELED GRAV-     980,071.4   (mgal)                       NAVD 88
 KC0233
 KC0233  VERT ORDER  -  FIRST     CLASS II
 KC0233
 KC0233.The horizontal coordinates were scaled from a topographic map and have
 KC0233.an estimated accuracy of +/- 6 seconds.
 KC0233
 KC0233.The orthometric height was determined by differential leveling
 KC0233.and adjusted by the National Geodetic Survey in June 1991..
 KC0233
 KC0233.The geoid height was determined by GEOID03.
 KC0233
 KC0233.The dynamic height is computed by dividing the NAVD 88
 KC0233.geopotential number by the normal gravity value computed on the
 KC0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0233.degrees latitude (g = 980.6199 gals.).
 KC0233
 KC0233.The modeled gravity was interpolated from observed gravity values.
 KC0233
 KC0233;                    North         East    Units  Estimated Accuracy
 KC0233;SPC IL W     -   325,730.      668,990.      MT  (+/- 180 meters Scaled)
 KC0233
 KC0233                          SUPERSEDED SURVEY CONTROL
 KC0233
 KC0233  NGVD 29 (??/??/92)  133.537  (m)          438.11   (f) ADJ UNCH    1 2
 KC0233
 KC0233.Superseded values are not recommended for survey control.
 KC0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0233.See file dsdata.txt to determine how the superseded data were derived.
 KC0233
 KC0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD122863(NAD 83)
 KC0233_MARKER: DB = BENCH MARK DISK
 KC0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0233_SP_SET: CULVERT
 KC0233_STAMPING: J 244 1961
 KC0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0233
 KC0233  HISTORY     - Date     Condition        Report By
 KC0233  HISTORY     - 1961     MONUMENTED       CGS
 KC0233
 KC0233                          STATION DESCRIPTION
 KC0233
 KC0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0233'11.2 MI N FROM HILLVIEW.
 KC0233'ABOUT 11.15 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0233'BAPTIST CHURCH AT HILLVIEW, AT THE JUNCTION OF A GRADED ROAD
 KC0233'LEADING EAST, ON TOP OF THE NORTH END OF THE EAST HEADWALL OF
 KC0233'A 6-FOOT CONCRETE BOX CULVERT UNDER THE BLACK TOP ROAD, 22 FEET
 KC0233'EAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 46 FEET SOUTH OF
 KC0233'THE CENTER LINE OF THE GRADED ROAD LEADING EAST, 1/2 FOOT SOUTH
 KC0233'OF THE NORTH END OF THE HEADWALL AND 2 FEET BELOW THE BLACK TOP
 KC0233'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0243 ***********************************************************************
 KC0243  DESIGNATION -  J 245
 KC0243  PID         -  KC0243
 KC0243  STATE/COUNTY-  IL/SCOTT
 KC0243  USGS QUAD   -  FLORENCE (1980)
 KC0243
 KC0243                         *CURRENT SURVEY CONTROL
 KC0243  ___________________________________________________________________
 KC0243* NAD 83(1986)-  39 38 57.     (N)    090 34 27.     (W)     SCALED    
 KC0243* NAVD 88     -       136.213  (meters)     446.89   (feet)  ADJUSTED  
 KC0243  ___________________________________________________________________
 KC0243  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KC0243  DYNAMIC HT  -         136.138 (meters)     446.65  (feet)  COMP
 KC0243  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 KC0243
 KC0243  VERT ORDER  -  FIRST     CLASS II
 KC0243
 KC0243.The horizontal coordinates were scaled from a topographic map and have
 KC0243.an estimated accuracy of +/- 6 seconds.
 KC0243
 KC0243.The orthometric height was determined by differential leveling
 KC0243.and adjusted by the National Geodetic Survey in June 1991..
 KC0243
 KC0243.The geoid height was determined by GEOID03.
 KC0243
 KC0243.The dynamic height is computed by dividing the NAVD 88
 KC0243.geopotential number by the normal gravity value computed on the
 KC0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0243.degrees latitude (g = 980.6199 gals.).
 KC0243
 KC0243.The modeled gravity was interpolated from observed gravity values.
 KC0243
 KC0243;                    North         East    Units  Estimated Accuracy
 KC0243;SPC IL W     -   331,120.      665,030.      MT  (+/- 180 meters Scaled)
 KC0243
 KC0243                          SUPERSEDED SURVEY CONTROL
 KC0243
 KC0243  NGVD 29 (??/??/92)  136.335  (m)          447.29   (f) ADJ UNCH    1 2
 KC0243
 KC0243.Superseded values are not recommended for survey control.
 KC0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0243.See file dsdata.txt to determine how the superseded data were derived.
 KC0243
 KC0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD081916(NAD 83)
 KC0243_MARKER: DB = BENCH MARK DISK
 KC0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0243_SP_SET: BRIDGE
 KC0243_STAMPING: J 245 1961
 KC0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0243
 KC0243  HISTORY     - Date     Condition        Report By
 KC0243  HISTORY     - 1961     MONUMENTED       CGS
 KC0243
 KC0243                          STATION DESCRIPTION
 KC0243
 KC0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0243'8.9 MI S FROM BLUFFS.
 KC0243'ABOUT 8.9 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0243'OF THE WABASH RAILROAD AT BLUFFS, SET ON TOP OF THE EAST END OF
 KC0243'THE NORTH CONCRETE ABUTMENT OF A 120-FEET BRIDGE OVER WALNUT
 KC0243'CREEK, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 KC0243'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0686 ***********************************************************************
 LC0686  DESIGNATION -  J 246
 LC0686  PID         -  LC0686
 LC0686  STATE/COUNTY-  IL/MCLEAN
 LC0686  USGS QUAD   -  NORMAL EAST (1981)
 LC0686
 LC0686                         *CURRENT SURVEY CONTROL
 LC0686  ___________________________________________________________________
 LC0686* NAD 83(1986)-  40 32 48.     (N)    088 58 05.     (W)     SCALED    
 LC0686* NAVD 88     -       248.587  (meters)     815.57   (feet)  ADJUSTED  
 LC0686  ___________________________________________________________________
 LC0686  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0686  DYNAMIC HT  -         248.471 (meters)     815.19  (feet)  COMP
 LC0686  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 LC0686
 LC0686  VERT ORDER  -  SECOND    CLASS 0
 LC0686
 LC0686.The horizontal coordinates were scaled from a topographic map and have
 LC0686.an estimated accuracy of +/- 6 seconds.
 LC0686
 LC0686.The orthometric height was determined by differential leveling
 LC0686.and adjusted by the National Geodetic Survey in June 1991..
 LC0686
 LC0686.The geoid height was determined by GEOID03.
 LC0686
 LC0686.The dynamic height is computed by dividing the NAVD 88
 LC0686.geopotential number by the normal gravity value computed on the
 LC0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0686.degrees latitude (g = 980.6199 gals.).
 LC0686
 LC0686.The modeled gravity was interpolated from observed gravity values.
 LC0686
 LC0686;                    North         East    Units  Estimated Accuracy
 LC0686;SPC IL E     -   430,890.      246,230.      MT  (+/- 180 meters Scaled)
 LC0686
 LC0686                          SUPERSEDED SURVEY CONTROL
 LC0686
 LC0686  NGVD 29 (??/??/92)  248.639  (m)          815.74   (f) ADJ UNCH    2 0
 LC0686
 LC0686.Superseded values are not recommended for survey control.
 LC0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0686.See file dsdata.txt to determine how the superseded data were derived.
 LC0686
 LC0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK333902(NAD 83)
 LC0686_MARKER: DB = BENCH MARK DISK
 LC0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0686_STAMPING: J 246 1960
 LC0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0686+STABILITY: SURFACE MOTION
 LC0686
 LC0686  HISTORY     - Date     Condition        Report By
 LC0686  HISTORY     - 1960     MONUMENTED       CGS
 LC0686  HISTORY     - 1961     GOOD             NGS
 LC0686
 LC0686                          STATION DESCRIPTION
 LC0686
 LC0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0686'3.6 MI NE FROM NORMAL.
 LC0686'ABOUT 2.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0686'ITS STATION IN NORMAL, THENCE 0.2 MILES EAST ALONG A DIRT ROAD,
 LC0686'THENCE 0.8 MILES EAST ALONG A GRAVEL ROAD, AT A FENCE CORNER
 LC0686'SOUTH OF THE ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LC0686'5 FEET EAST NORTHEAST OF A FENCE CORNER, 6 FEET NORTHEAST OF A
 LC0686'POWER POLE WITH A TRANSFORMER, 1 FOOT NORTH OF A FENCE, 56 FEET
 LC0686'SOUTHEAST AND ACROSS THE ROAD FROM A FENCE CORNER, 2.1 FEET EAST
 LC0686'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 LC0686'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS
 LC0686'MARK MAY ALSO BE REACHED FROM THE GULF MOBILE AND OHIO RAILROAD
 LC0686'STATION IN TOWANDA BY GOING 0.05 MILES SOUTHWEST ALONG MAIN
 LC0686'STREET, THENCE 0.2 MILES WEST ALONG WEST MONROE STREET, THENCE
 LC0686'1.8 MILES SOUTHWEST ALONG U.S. HGIHWAY 66, THENCE 2.4 MILES WEST
 LC0686'ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0335 ***********************************************************************
 MF0335  DESIGNATION -  J 247
 MF0335  PID         -  MF0335
 MF0335  STATE/COUNTY-  IL/WILL
 MF0335  USGS QUAD   -  WILMINGTON (1993)
 MF0335
 MF0335                         *CURRENT SURVEY CONTROL
 MF0335  ___________________________________________________________________
 MF0335* NAD 83(1986)-  41 21 30.     (N)    088 11 30.     (W)     SCALED    
 MF0335* NAVD 88     -       161.859  (meters)     531.03   (feet)  ADJUSTED  
 MF0335  ___________________________________________________________________
 MF0335  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 MF0335  DYNAMIC HT  -         161.798 (meters)     530.83  (feet)  COMP
 MF0335  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 MF0335
 MF0335  VERT ORDER  -  SECOND    CLASS 0
 MF0335
 MF0335.The horizontal coordinates were scaled from a topographic map and have
 MF0335.an estimated accuracy of +/- 6 seconds.
 MF0335
 MF0335.The orthometric height was determined by differential leveling
 MF0335.and adjusted by the National Geodetic Survey in June 1991..
 MF0335
 MF0335.The geoid height was determined by GEOID03.
 MF0335
 MF0335.The dynamic height is computed by dividing the NAVD 88
 MF0335.geopotential number by the normal gravity value computed on the
 MF0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0335.degrees latitude (g = 980.6199 gals.).
 MF0335
 MF0335.The modeled gravity was interpolated from observed gravity values.
 MF0335
 MF0335;                    North         East    Units  Estimated Accuracy
 MF0335;SPC IL E     -   520,850.      311,850.      MT  (+/- 180 meters Scaled)
 MF0335
 MF0335                          SUPERSEDED SURVEY CONTROL
 MF0335
 MF0335  NGVD 29 (??/??/92)  161.948  (m)          531.32   (f) ADJ UNCH    2 0
 MF0335
 MF0335.Superseded values are not recommended for survey control.
 MF0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0335.See file dsdata.txt to determine how the superseded data were derived.
 MF0335
 MF0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL003792(NAD 83)
 MF0335_MARKER: DB = BENCH MARK DISK
 MF0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0335_STAMPING: J 247 1960
 MF0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0335+STABILITY: SURFACE MOTION
 MF0335
 MF0335  HISTORY     - Date     Condition        Report By
 MF0335  HISTORY     - 1960     MONUMENTED       CGS
 MF0335  HISTORY     - 1961     GOOD             NGS
 MF0335
 MF0335                          STATION DESCRIPTION
 MF0335
 MF0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0335'7.2 MI SE FROM CHANNAHON.
 MF0335'ABOUT 0.6 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE CHANNAHON
 MF0335'GRADE SCHOOL IN CHANNAHON, THENCE 1.3 MILES EAST ALONG A GRAVEL ROAD,
 MF0335'THENCE 5.25 MILES SOUTH ALONG U.S. HIGHWAY 66, AT A METAL GATE
 MF0335'EAST OF THE HIGHWAY AND SERVICE ROAD, 116 FEET EAST OF THE CENTER
 MF0335'LINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 66, 39 FEET EAST OF
 MF0335'THE CENTER LINE OF THE SERVICE ROAD, 1 FOOT WEST OF THE FENCE,
 MF0335'8.5 FEET NORTH OF THE NORTH END OF A METAL GATE, 15 FEET NORTHEAST
 MF0335'OF THE NORTH END OF A CONCRETE PIPE CULVERT, 2.1 FEET NORTH OF A
 MF0335'METAL WITNESS POST, ABOUT LEVEL WITH THE SERVICE ROAD, AND SET
 MF0335'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0786 ***********************************************************************
 LC0786  DESIGNATION -  J 248
 LC0786  PID         -  LC0786
 LC0786  STATE/COUNTY-  IL/LIVINGSTON
 LC0786  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0786
 LC0786                         *CURRENT SURVEY CONTROL
 LC0786  ___________________________________________________________________
 LC0786* NAD 83(1986)-  40 57 59.     (N)    088 33 31.     (W)     SCALED    
 LC0786* NAVD 88     -       221.610  (meters)     727.07   (feet)  ADJUSTED  
 LC0786  ___________________________________________________________________
 LC0786  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LC0786  DYNAMIC HT  -         221.517 (meters)     726.76  (feet)  COMP
 LC0786  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 LC0786
 LC0786  VERT ORDER  -  SECOND    CLASS 0
 LC0786
 LC0786.The horizontal coordinates were scaled from a topographic map and have
 LC0786.an estimated accuracy of +/- 6 seconds.
 LC0786
 LC0786.The orthometric height was determined by differential leveling
 LC0786.and adjusted by the National Geodetic Survey in June 1991..
 LC0786
 LC0786.The geoid height was determined by GEOID03.
 LC0786
 LC0786.The dynamic height is computed by dividing the NAVD 88
 LC0786.geopotential number by the normal gravity value computed on the
 LC0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0786.degrees latitude (g = 980.6199 gals.).
 LC0786
 LC0786.The modeled gravity was interpolated from observed gravity values.
 LC0786
 LC0786;                    North         East    Units  Estimated Accuracy
 LC0786;SPC IL E     -   477,330.      281,040.      MT  (+/- 180 meters Scaled)
 LC0786
 LC0786                          SUPERSEDED SURVEY CONTROL
 LC0786
 LC0786  NGVD 29 (??/??/92)  221.673  (m)          727.27   (f) ADJ UNCH    2 0
 LC0786
 LC0786.Superseded values are not recommended for survey control.
 LC0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0786.See file dsdata.txt to determine how the superseded data were derived.
 LC0786
 LC0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL688361(NAD 83)
 LC0786_MARKER: DB = BENCH MARK DISK
 LC0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0786_SP_SET: CONCRETE BOX CULVERT
 LC0786_STAMPING: J 248 1961
 LC0786_MARK LOGO: CGS   
 LC0786_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0786
 LC0786  HISTORY     - Date     Condition        Report By
 LC0786  HISTORY     - 1961     MONUMENTED       CGS
 LC0786  HISTORY     - 1979     MARK NOT FOUND   ILGS
 LC0786  HISTORY     - 19990718 GOOD             NGS
 LC0786
 LC0786                          STATION DESCRIPTION
 LC0786
 LC0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0786'3.6 MI SW FROM ODELL.
 LC0786'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 LC0786'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 3.2 SOUTHWEST
 LC0786'ALONG U.S. HIGHWAY 66, SET IN THE TOP OF THE SOUTHWEST END OF
 LC0786'THE NORTHWEST HEADWALL OF A 5 FOOT CONCRETE BOX CULVERT UNDER THE
 LC0786'GULF, MOBILE AND OHIO RAIL ROAD, 75 FEET SOUTHEAST OF THE CENTER
 LC0786'LINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 66, 8 FEET NORTHWEST
 LC0786'OF THE NORTHWEST RAIL OF THE SOUTHBOUND TRACK OF THE GULF, MOBILE
 LC0786'AND OHIO RAIL ROAD, 1.5 FEET BELOW THE LEVEL OF THE TRACK, AND
 LC0786'ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LC0786
 LC0786                          STATION RECOVERY (1979)
 LC0786
 LC0786'RECOVERY NOTE BY ILLINOIS GEODETIC SURVEY 1979
 LC0786'MARK NOT FOUND.
 LC0786
 LC0786                          STATION RECOVERY (1999)
 LC0786
 LC0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (EBM)
 LC0786'FOUND AS DESCRIBED.  REPORTED IN NGS DATABASE AS DESTROYED.  PLEASE
 LC0786'CORRECT - DATASHEET ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1440 ***********************************************************************
 JB1440  DESIGNATION -  J 249
 JB1440  PID         -  JB1440
 JB1440  STATE/COUNTY-  IL/ST CLAIR
 JB1440  USGS QUAD   -  O'FALLON (1991)
 JB1440
 JB1440                         *CURRENT SURVEY CONTROL
 JB1440  ___________________________________________________________________
 JB1440* NAD 83(1986)-  38 35 04.     (N)    089 54 37.     (W)     SCALED    
 JB1440* NAVD 88     -       170.500  (meters)     559.38   (feet)  ADJUSTED  
 JB1440  ___________________________________________________________________
 JB1440  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JB1440  DYNAMIC HT  -         170.392 (meters)     559.03  (feet)  COMP
 JB1440  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JB1440
 JB1440  VERT ORDER  -  SECOND    CLASS 0
 JB1440
 JB1440.The horizontal coordinates were scaled from a topographic map and have
 JB1440.an estimated accuracy of +/- 6 seconds.
 JB1440
 JB1440.The orthometric height was determined by differential leveling
 JB1440.and adjusted by the National Geodetic Survey in June 1991..
 JB1440
 JB1440.The geoid height was determined by GEOID03.
 JB1440
 JB1440.The dynamic height is computed by dividing the NAVD 88
 JB1440.geopotential number by the normal gravity value computed on the
 JB1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1440.degrees latitude (g = 980.6199 gals.).
 JB1440
 JB1440.The modeled gravity was interpolated from observed gravity values.
 JB1440
 JB1440;                    North         East    Units  Estimated Accuracy
 JB1440;SPC IL W     -   212,870.      722,340.      MT  (+/- 180 meters Scaled)
 JB1440
 JB1440                          SUPERSEDED SURVEY CONTROL
 JB1440
 JB1440  NGVD 29 (??/??/92)  170.599  (m)          559.71   (f) ADJ UNCH    2 0
 JB1440
 JB1440.Superseded values are not recommended for survey control.
 JB1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1440.See file dsdata.txt to determine how the superseded data were derived.
 JB1440
 JB1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH465746(NAD 83)
 JB1440_MARKER: DB = BENCH MARK DISK
 JB1440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1440_SP_SET: BUILDING
 JB1440_STAMPING: J 249 1961
 JB1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1440
 JB1440  HISTORY     - Date     Condition        Report By
 JB1440  HISTORY     - 1961     MONUMENTED       CGS
 JB1440
 JB1440                          STATION DESCRIPTION
 JB1440
 JB1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1440'0.4 MI S FROM O FALLON.
 JB1440'ABOUT 0.35 MILE SOUTH ALONG SOUTH LINCOLN AVENUE FROM THE POST
 JB1440'OFFICE IN OFALLON TO THE JUNCTION OF U.S. HIGHWAY 50, THENCE
 JB1440'0.05 MILE SOUTH ALONG AN ASPHALT PAVED ROAD, SET VERTICALLY IN
 JB1440'THE WEST BRICK FACE AT THE SOUTHWEST CORNER OF THE BANK OF
 JB1440'OFALLON BUILDING, 65 FEET EAST OF THE CENTER LINE OF THE
 JB1440'ASPHALT PAVED ROAD, 48 FEET NORTH OF THE CENTER LINE OF A DRIVE,
 JB1440'0.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE BANK BUILDING, AND
 JB1440'2.7 FEET ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3485 ***********************************************************************
 AI3485  DESIGNATION -  J 249 RESET
 AI3485  PID         -  AI3485
 AI3485  STATE/COUNTY-  IL/ST CLAIR
 AI3485  USGS QUAD   -  O'FALLON (1991)
 AI3485
 AI3485                         *CURRENT SURVEY CONTROL
 AI3485  ___________________________________________________________________
 AI3485* NAD 83(1986)-  38 35 04.     (N)    089 54 37.     (W)     SCALED    
 AI3485* NAVD 88     -       170.83   (meters)     560.5    (feet)  RESET     
 AI3485  ___________________________________________________________________
 AI3485  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 AI3485
 AI3485  VERT ORDER  -  THIRD
 AI3485
 AI3485.The horizontal coordinates were scaled from a topographic map and have
 AI3485.an estimated accuracy of +/- 6 seconds.
 AI3485
 AI3485.The orthometric height was computed from unverified reset data.
 AI3485.No vertical observational check was made to the station.
 AI3485
 AI3485.The geoid height was determined by GEOID03.
 AI3485
 AI3485;                    North         East    Units  Estimated Accuracy
 AI3485;SPC IL W     -   212,870.      722,340.      MT  (+/- 180 meters Scaled)
 AI3485
 AI3485                          SUPERSEDED SURVEY CONTROL
 AI3485
 AI3485.No superseded survey control is available for this station.
 AI3485
 AI3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH465746(NAD 83)
 AI3485_MARKER: DV = VERTICAL CONTROL DISK
 AI3485_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI3485_SP_SET: LIGHT POLE BASE
 AI3485_STAMPING: J 249 RESET 1999
 AI3485_MARK LOGO: NGS   
 AI3485_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3485+STABILITY: SURFACE MOTION
 AI3485
 AI3485  HISTORY     - Date     Condition        Report By
 AI3485  HISTORY     - 1999     MONUMENTED       NGS
 AI3485  HISTORY     - 20060308 GOOD             GEOCAC
 AI3485
 AI3485                          STATION DESCRIPTION
 AI3485
 AI3485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RKB)
 AI3485'THE STATION IS LOCAGTED IN SOUTH-CENTRAL OFALLON NEAR THE INTERSECTION
 AI3485'OF US ROUTE 50 AND LINCOLN STREET IN THE PARKING LOT OF THE BANK OF
 AI3485'OFALLON, ABOUT 0.05 MILE (0.08 KM) SOUTH OF ROUTE 50 AND 0.15 MILE
 AI3485'(0.24 KM) NORTH OF THE OFALLON POST OFFICE, 14.4 M (47.2 FT) WEST OF
 AI3485'THE CENTERLINE OF LINCOLN STREET, 5.5 M (18.0 FT) NORTH OF THE CENTER
 AI3485'OF THE SOUTH ENTRANCE TO THE BANK, 18.4 M (60.4 FT) EAST-SOUTHEAST OF
 AI3485'THE SOUTHEAST CORNER OF THE BANK BUILDING, AND 0.2 M (0.7 FT) EAST OF
 AI3485'A SQUARE METAL LIGHT POST.
 AI3485
 AI3485                          STATION RECOVERY (2006)
 AI3485
 AI3485'RECOVERY NOTE BY GEOCACHING 2006 (CAZ)
 AI3485'RECOVERED ON THE WEST SIDE OF THE STREET INSTEAD OF THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1921 ***********************************************************************
 LB1921  DESIGNATION -  J 25
 LB1921  PID         -  LB1921
 LB1921  STATE/COUNTY-  IL/IROQUOIS
 LB1921  USGS QUAD   -  CRESCENT CITY (1986)
 LB1921
 LB1921                         *CURRENT SURVEY CONTROL
 LB1921  ___________________________________________________________________
 LB1921* NAD 83(1986)-  40 46 36.     (N)    087 51 46.     (W)     SCALED    
 LB1921* NAVD 88     -       193.444  (meters)     634.66   (feet)  ADJUSTED  
 LB1921  ___________________________________________________________________
 LB1921  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB1921  DYNAMIC HT  -         193.358 (meters)     634.38  (feet)  COMP
 LB1921  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 LB1921
 LB1921  VERT ORDER  -  SECOND    CLASS 0
 LB1921
 LB1921.The horizontal coordinates were scaled from a topographic map and have
 LB1921.an estimated accuracy of +/- 6 seconds.
 LB1921
 LB1921.The orthometric height was determined by differential leveling
 LB1921.and adjusted by the National Geodetic Survey in June 1991..
 LB1921
 LB1921.The geoid height was determined by GEOID03.
 LB1921
 LB1921.The dynamic height is computed by dividing the NAVD 88
 LB1921.geopotential number by the normal gravity value computed on the
 LB1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1921.degrees latitude (g = 980.6199 gals.).
 LB1921
 LB1921.The modeled gravity was interpolated from observed gravity values.
 LB1921
 LB1921;                    North         East    Units  Estimated Accuracy
 LB1921;SPC IL E     -   456,350.      339,720.      MT  (+/- 180 meters Scaled)
 LB1921
 LB1921                          SUPERSEDED SURVEY CONTROL
 LB1921
 LB1921  NGVD 29 (??/??/92)  193.515  (m)          634.89   (f) ADJ UNCH    2 0
 LB1921
 LB1921.Superseded values are not recommended for survey control.
 LB1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1921.See file dsdata.txt to determine how the superseded data were derived.
 LB1921
 LB1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL271143(NAD 83)
 LB1921_MARKER: DB = BENCH MARK DISK
 LB1921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1921_SP_SET: BRIDGE
 LB1921_STAMPING: J 25 1934
 LB1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1921
 LB1921  HISTORY     - Date     Condition        Report By
 LB1921  HISTORY     - 1934     MONUMENTED       CGS
 LB1921  HISTORY     - 1954     GOOD             NGS
 LB1921
 LB1921                          STATION DESCRIPTION
 LB1921
 LB1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1921'0.5 MI N FROM CRESCENT CITY.
 LB1921'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE INTERSECTION
 LB1921'OF U.S. HIGHWAY 24 AT CRESCENT CITY, IN THE TOP OF THE NORTHWEST
 LB1921'END OF SOUTHEAST WING WALL OF A 25-FOOT CONCRETE BRIDGE OVER A
 LB1921'DRAINAGE DITCH, 22 FEET EAST OF CENTER LINE OF HIGHWAY, 0.6 FOOT
 LB1921'EAST OF CONCRETE BANISTER AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1289 ***********************************************************************
 JB1289  DESIGNATION -  J 250
 JB1289  PID         -  JB1289
 JB1289  STATE/COUNTY-  IL/WASHINGTON
 JB1289  USGS QUAD   -  OKAWVILLE (1981)
 JB1289
 JB1289                         *CURRENT SURVEY CONTROL
 JB1289  ___________________________________________________________________
 JB1289* NAD 83(1986)-  38 26 10.     (N)    089 31 54.     (W)     SCALED    
 JB1289* NAVD 88     -       134.863  (meters)     442.46   (feet)  ADJUSTED  
 JB1289  ___________________________________________________________________
 JB1289  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 JB1289  DYNAMIC HT  -         134.779 (meters)     442.19  (feet)  COMP
 JB1289  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 JB1289
 JB1289  VERT ORDER  -  SECOND    CLASS 0
 JB1289
 JB1289.The horizontal coordinates were scaled from a topographic map and have
 JB1289.an estimated accuracy of +/- 6 seconds.
 JB1289
 JB1289.The orthometric height was determined by differential leveling
 JB1289.and adjusted by the National Geodetic Survey in June 1991..
 JB1289
 JB1289.The geoid height was determined by GEOID03.
 JB1289
 JB1289.The dynamic height is computed by dividing the NAVD 88
 JB1289.geopotential number by the normal gravity value computed on the
 JB1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1289.degrees latitude (g = 980.6199 gals.).
 JB1289
 JB1289.The modeled gravity was interpolated from observed gravity values.
 JB1289
 JB1289;                    North         East    Units  Estimated Accuracy
 JB1289;SPC IL W     -   196,570.      755,440.      MT  (+/- 180 meters Scaled)
 JB1289
 JB1289                          SUPERSEDED SURVEY CONTROL
 JB1289
 JB1289  NGVD 29 (??/??/92)  134.985  (m)          442.86   (f) ADJ UNCH    2 0
 JB1289
 JB1289.Superseded values are not recommended for survey control.
 JB1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1289.See file dsdata.txt to determine how the superseded data were derived.
 JB1289
 JB1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH790572(NAD 83)
 JB1289_MARKER: DB = BENCH MARK DISK
 JB1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1289_STAMPING: J 250 1961
 JB1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1289+STABILITY: SURFACE MOTION
 JB1289
 JB1289  HISTORY     - Date     Condition        Report By
 JB1289  HISTORY     - 1961     MONUMENTED       CGS
 JB1289
 JB1289                          STATION DESCRIPTION
 JB1289
 JB1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1289'1.5 MI E FROM OKAWVILLE.
 JB1289'ABOUT 0.10 MILE NORTH ALONG NASHVILLE STREET FROM THE POST OFFICE
 JB1289'IN OKAWVILLE, THENCE 0.95 MILE EAST AND NORTHEAST ALONG STATE
 JB1289'HIGHWAY 177, THENCE 0.2 MILE EAST ALONG A GRAVEL ROAD, THENCE
 JB1289'0.25 MILE SOUTH ALONG A GRAVEL ROAD, AT A FENCE CORNER WEST OF
 JB1289'THE ROAD, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JB1289'EAST OF A FENCE, 8 FEET NORTH OF THE FENCE CORNER, 3 FEET NORTH
 JB1289'OF THE EXTENDED CENTER LINE OF A FIELD ENTRANCE, 2.0 FEET SOUTH
 JB1289'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 JB1289'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS
 JB1289'MARK MAY ALSO BE REACHED FROM THE POST OFFICE IN OKAWVILLE BY
 JB1289'GOING 0.10 MILE EAST ALONG WALNUT STREET, THENCE 0.3 MILE SOUTH
 JB1289'ALONG HANOVER STREET, THENCE 0.85 MILE EAST ALONG A GRAVEL ROAD,
 JB1289'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1160 ***********************************************************************
 JB1160  DESIGNATION -  J 251
 JB1160  PID         -  JB1160
 JB1160  STATE/COUNTY-  IL/WASHINGTON
 JB1160  USGS QUAD   -  HOYLETON (1974)
 JB1160
 JB1160                         *CURRENT SURVEY CONTROL
 JB1160  ___________________________________________________________________
 JB1160* NAD 83(1986)-  38 22 32.     (N)    089 17 36.     (W)     SCALED    
 JB1160* NAVD 88     -       157.279  (meters)     516.01   (feet)  ADJUSTED  
 JB1160  ___________________________________________________________________
 JB1160  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 JB1160  DYNAMIC HT  -         157.179 (meters)     515.68  (feet)  COMP
 JB1160  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JB1160
 JB1160  VERT ORDER  -  SECOND    CLASS 0
 JB1160
 JB1160.The horizontal coordinates were scaled from a topographic map and have
 JB1160.an estimated accuracy of +/- 6 seconds.
 JB1160
 JB1160.The orthometric height was determined by differential leveling
 JB1160.and adjusted by the National Geodetic Survey in June 1991..
 JB1160
 JB1160.The geoid height was determined by GEOID03.
 JB1160
 JB1160.The dynamic height is computed by dividing the NAVD 88
 JB1160.geopotential number by the normal gravity value computed on the
 JB1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1160.degrees latitude (g = 980.6199 gals.).
 JB1160
 JB1160.The modeled gravity was interpolated from observed gravity values.
 JB1160
 JB1160;                    North         East    Units  Estimated Accuracy
 JB1160;SPC IL W     -   190,020.      776,310.      MT  (+/- 180 meters Scaled)
 JB1160
 JB1160                          SUPERSEDED SURVEY CONTROL
 JB1160
 JB1160  NGVD 29 (??/??/92)  157.398  (m)          516.40   (f) ADJ UNCH    2 0
 JB1160
 JB1160.Superseded values are not recommended for survey control.
 JB1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1160.See file dsdata.txt to determine how the superseded data were derived.
 JB1160
 JB1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH996499(NAD 83)
 JB1160_MARKER: DB = BENCH MARK DISK
 JB1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1160_STAMPING: J 251 1961
 JB1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1160+STABILITY: SURFACE MOTION
 JB1160
 JB1160  HISTORY     - Date     Condition        Report By
 JB1160  HISTORY     - 1961     MONUMENTED       CGS
 JB1160
 JB1160                          STATION DESCRIPTION
 JB1160
 JB1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1160'5.6 MI SW FROM HOYLETON.
 JB1160'ABOUT 0.10 MILE WEST ALONG STATE HIGHWAY 177 FROM THE POST OFFICE
 JB1160'IN HOYLETON, THENCE 2.5 MILES SOUTH ALONG AN ASPHALT PAVED ROAD,
 JB1160'THENCE 1.0 MILE WEST ALONG A GRAVEL ROAD, THENCE 2.0 MILES SOUTH
 JB1160'ALONG A GRAVELED AND DIRT ROAD, AT THE JUNCTION OF AN OILED ROAD
 JB1160'EAST, AND A DIRT ROAD WEST, 21 FEET WEST OF THE CENTER LINE OF
 JB1160'THE ROAD, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 31 FEET
 JB1160'NORTHWEST OF THE CENTER OF THE JUNCTION, 63 FEET NORTHWEST AND
 JB1160'ACROSS THE ROAD FROM POWER POLE A6-7-1/44, 3.5 FEET NORTH OF A
 JB1160'TELEPHONE POLE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 JB1160'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB1160'PROJECTING 2 INCHES.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 JB1160'JUNCTION OF STATE HIGHWAY 127 AND U.S. HIGHWAY 460 IN NASHVILLE
 JB1160'BY GOING 1.05 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 127,
 JB1160'THENCE 0.7 MILE EAST ALONG AN OILED ROAD, THENCE 0.5 MILE NORTH
 JB1160'ALONG AN OILED ROAD, THENCE 3.5 MILES EAST ALONG AN OILED ROAD,
 JB1160'THENCE 1.0 MILE NORTH ALONG AN OILED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0438 ***********************************************************************
 JB0438  DESIGNATION -  J 252
 JB0438  PID         -  JB0438
 JB0438  STATE/COUNTY-  IL/JEFFERSON
 JB0438  USGS QUAD   -  MOUNT VERNON (1978)
 JB0438
 JB0438                         *CURRENT SURVEY CONTROL
 JB0438  ___________________________________________________________________
 JB0438* NAD 83(1986)-  38 17 22.     (N)    088 56 50.     (W)     SCALED    
 JB0438* NAVD 88     -       150.328  (meters)     493.20   (feet)  ADJUSTED  
 JB0438  ___________________________________________________________________
 JB0438  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JB0438  DYNAMIC HT  -         150.232 (meters)     492.89  (feet)  COMP
 JB0438  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 JB0438
 JB0438  VERT ORDER  -  SECOND    CLASS 0
 JB0438
 JB0438.The horizontal coordinates were scaled from a topographic map and have
 JB0438.an estimated accuracy of +/- 6 seconds.
 JB0438
 JB0438.The orthometric height was determined by differential leveling
 JB0438.and adjusted by the National Geodetic Survey in June 1991..
 JB0438
 JB0438.The geoid height was determined by GEOID03.
 JB0438
 JB0438.The dynamic height is computed by dividing the NAVD 88
 JB0438.geopotential number by the normal gravity value computed on the
 JB0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0438.degrees latitude (g = 980.6199 gals.).
 JB0438
 JB0438.The modeled gravity was interpolated from observed gravity values.
 JB0438
 JB0438;                    North         East    Units  Estimated Accuracy
 JB0438;SPC IL E     -   180,280.      246,290.      MT  (+/- 180 meters Scaled)
 JB0438
 JB0438                          SUPERSEDED SURVEY CONTROL
 JB0438
 JB0438  NGVD 29 (??/??/92)  150.438  (m)          493.56   (f) ADJ UNCH    2 0
 JB0438
 JB0438.Superseded values are not recommended for survey control.
 JB0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0438.See file dsdata.txt to determine how the superseded data were derived.
 JB0438
 JB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH297397(NAD 83)
 JB0438_MARKER: DB = BENCH MARK DISK
 JB0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0438_STAMPING: J 252 1961
 JB0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0438+STABILITY: SURFACE MOTION
 JB0438
 JB0438  HISTORY     - Date     Condition        Report By
 JB0438  HISTORY     - 1961     MONUMENTED       CGS
 JB0438
 JB0438                          STATION DESCRIPTION
 JB0438
 JB0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0438'5 MI SW FROM MT VERNON.
 JB0438'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0438'HOUSE IN MT. VERNON THENCE 3.05 MILES SOUTHWEST ALONG STATE
 JB0438'HIGHWAY 148 THENCE 0.8 MILES NORTH ALONG AN OILED ROAD, AT THE
 JB0438'JUNCTION OF AN EAST-WEST OILED ROAD CROSSING, 23 FEET EAST OF THE
 JB0438'CENTER OF THE ROAD, 52 FEET SOUTH OF THE CENTER OF THE ROAD, 58
 JB0438'FEET SOUTHEAST OF POWER POLE B27-8/38, 0.5 FEET WEST OF THE FENCE,
 JB0438'17 FEET SOUTH OF THE FENCE CORNER, 1.6 FEET NORTH OF A METAL
 JB0438'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET
 JB0438'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0531 ***********************************************************************
 JB0531  DESIGNATION -  J 253
 JB0531  PID         -  JB0531
 JB0531  STATE/COUNTY-  IL/WAYNE
 JB0531  USGS QUAD   -  WAYNE CITY (1973)
 JB0531
 JB0531                         *CURRENT SURVEY CONTROL
 JB0531  ___________________________________________________________________
 JB0531* NAD 83(1986)-  38 17 10.     (N)    088 34 16.     (W)     SCALED    
 JB0531* NAVD 88     -       130.994  (meters)     429.77   (feet)  ADJUSTED  
 JB0531  ___________________________________________________________________
 JB0531  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JB0531  DYNAMIC HT  -         130.910 (meters)     429.49  (feet)  COMP
 JB0531  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 JB0531
 JB0531  VERT ORDER  -  SECOND    CLASS 0
 JB0531
 JB0531.The horizontal coordinates were scaled from a topographic map and have
 JB0531.an estimated accuracy of +/- 6 seconds.
 JB0531
 JB0531.The orthometric height was determined by differential leveling
 JB0531.and adjusted by the National Geodetic Survey in June 1991..
 JB0531
 JB0531.The geoid height was determined by GEOID03.
 JB0531
 JB0531.The dynamic height is computed by dividing the NAVD 88
 JB0531.geopotential number by the normal gravity value computed on the
 JB0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0531.degrees latitude (g = 980.6199 gals.).
 JB0531
 JB0531.The modeled gravity was interpolated from observed gravity values.
 JB0531
 JB0531;                    North         East    Units  Estimated Accuracy
 JB0531;SPC IL E     -   179,760.      279,200.      MT  (+/- 180 meters Scaled)
 JB0531
 JB0531                          SUPERSEDED SURVEY CONTROL
 JB0531
 JB0531  NGVD 29 (??/??/92)  131.121  (m)          430.19   (f) ADJ UNCH    2 0
 JB0531
 JB0531.Superseded values are not recommended for survey control.
 JB0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0531.See file dsdata.txt to determine how the superseded data were derived.
 JB0531
 JB0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH625387(NAD 83)
 JB0531_MARKER: DB = BENCH MARK DISK
 JB0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0531_SP_SET: CULVERT
 JB0531_STAMPING: J 253 1961
 JB0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0531
 JB0531  HISTORY     - Date     Condition        Report By
 JB0531  HISTORY     - 1961     MONUMENTED       CGS
 JB0531
 JB0531                          STATION DESCRIPTION
 JB0531
 JB0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0531'4.6 MI SE FROM WAYNE CITY.
 JB0531'ABOUT 4.6 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0531'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, ABOUT 0.05
 JB0531'MILE SOUTHEAST OF A FARM HOUSE SOUTHWEST OF THE HIGHWAY, AND
 JB0531'ABOUT 0.10 MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD SOUTH,
 JB0531'SET IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 JB0531'4 FOOT CONCRETE BOX CULVERT, 20 FEET SOUTHWEST OF THE CENTER OF
 JB0531'THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0270 ***********************************************************************
 JB0270  DESIGNATION -  J 254
 JB0270  PID         -  JB0270
 JB0270  STATE/COUNTY-  IL/WHITE
 JB0270  USGS QUAD   -  ALBION SOUTH (1971)
 JB0270
 JB0270                         *CURRENT SURVEY CONTROL
 JB0270  ___________________________________________________________________
 JB0270* NAD 83(1986)-  38 15 02.     (N)    088 06 07.     (W)     SCALED    
 JB0270* NAVD 88     -       116.990  (meters)     383.82   (feet)  ADJUSTED  
 JB0270  ___________________________________________________________________
 JB0270  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 JB0270  DYNAMIC HT  -         116.915 (meters)     383.58  (feet)  COMP
 JB0270  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 JB0270
 JB0270  VERT ORDER  -  SECOND    CLASS 0
 JB0270
 JB0270.The horizontal coordinates were scaled from a topographic map and have
 JB0270.an estimated accuracy of +/- 6 seconds.
 JB0270
 JB0270.The orthometric height was determined by differential leveling
 JB0270.and adjusted by the National Geodetic Survey in June 1991..
 JB0270
 JB0270.The geoid height was determined by GEOID03.
 JB0270
 JB0270.The dynamic height is computed by dividing the NAVD 88
 JB0270.geopotential number by the normal gravity value computed on the
 JB0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0270.degrees latitude (g = 980.6199 gals.).
 JB0270
 JB0270.The modeled gravity was interpolated from observed gravity values.
 JB0270
 JB0270;                    North         East    Units  Estimated Accuracy
 JB0270;SPC IL E     -   175,810.      320,250.      MT  (+/- 180 meters Scaled)
 JB0270
 JB0270                          SUPERSEDED SURVEY CONTROL
 JB0270
 JB0270  NGVD 29 (??/??/92)  117.117  (m)          384.24   (f) ADJ UNCH    2 0
 JB0270
 JB0270.Superseded values are not recommended for survey control.
 JB0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0270.See file dsdata.txt to determine how the superseded data were derived.
 JB0270
 JB0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH035341(NAD 83)
 JB0270_MARKER: DB = BENCH MARK DISK
 JB0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0270_SP_SET: BRIDGE
 JB0270_STAMPING: J 254 1961
 JB0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0270
 JB0270  HISTORY     - Date     Condition        Report By
 JB0270  HISTORY     - 1961     MONUMENTED       CGS
 JB0270
 JB0270                          STATION DESCRIPTION
 JB0270
 JB0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0270'8.8 MI E FROM BURNT PRAIRIE.
 JB0270'ABOUT 4.3 MILES EAST ON BLACK TOP ROAD FROM THE POST OFFICE IN
 JB0270'BURNT PRAIRIE, THENCE FROM THE END OF BLACK TOP CONTINUE 4.5
 JB0270'MILES EAST ON GRAVELED ROAD, 10 FEET SOUTH OF CENTER OF ROAD,
 JB0270'AND SET IN TOP OF THE SOUTHEAST END OF A CONCRETE WINGWALL OF
 JB0270'A 300 FOOT STEEL SPAN BRIDGE OVER THE LITTLE WABASH RIVER, ABOUT
 JB0270'LEVEL WITH THE ROAD.  MARK MAY BE REACHED FROM THE JUNCTION OF
 JB0270'COURT STREET AND NORTH STREET (STATE HIGHWAY 1) IN GRAYVILLE,
 JB0270'GO 5.75 MILES WEST ON BLACK TOP ROAD, THENCE 0.4 MILE SOUTH
 JB0270'ON A GRAVELED ROAD, THENCE 0.1 MILE WEST ON GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0031 ***********************************************************************
 KC0031  DESIGNATION -  J 255
 KC0031  PID         -  KC0031
 KC0031  STATE/COUNTY-  IL/CASS
 KC0031  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0031
 KC0031                         *CURRENT SURVEY CONTROL
 KC0031  ___________________________________________________________________
 KC0031* NAD 83(1986)-  39 54 09.     (N)    090 28 45.     (W)     SCALED    
 KC0031* NAVD 88     -       137.721  (meters)     451.84   (feet)  ADJUSTED  
 KC0031  ___________________________________________________________________
 KC0031  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KC0031  DYNAMIC HT  -         137.648 (meters)     451.60  (feet)  COMP
 KC0031  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 KC0031
 KC0031  VERT ORDER  -  FIRST     CLASS II
 KC0031
 KC0031.The horizontal coordinates were scaled from a topographic map and have
 KC0031.an estimated accuracy of +/- 6 seconds.
 KC0031
 KC0031.The orthometric height was determined by differential leveling
 KC0031.and adjusted by the National Geodetic Survey in June 1991..
 KC0031
 KC0031.The geoid height was determined by GEOID03.
 KC0031
 KC0031.The dynamic height is computed by dividing the NAVD 88
 KC0031.geopotential number by the normal gravity value computed on the
 KC0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0031.degrees latitude (g = 980.6199 gals.).
 KC0031
 KC0031.The modeled gravity was interpolated from observed gravity values.
 KC0031
 KC0031;                    North         East    Units  Estimated Accuracy
 KC0031;SPC IL W     -   359,210.      673,280.      MT  (+/- 180 meters Scaled)
 KC0031
 KC0031                          SUPERSEDED SURVEY CONTROL
 KC0031
 KC0031  NGVD 29 (??/??/92)  137.834  (m)          452.21   (f) ADJ UNCH    1 2
 KC0031
 KC0031.Superseded values are not recommended for survey control.
 KC0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0031.See file dsdata.txt to determine how the superseded data were derived.
 KC0031
 KC0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE154199(NAD 83)
 KC0031_MARKER: DB = BENCH MARK DISK
 KC0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0031_STAMPING: J 255 1961
 KC0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0031+STABILITY: SURFACE MOTION
 KC0031
 KC0031  HISTORY     - Date     Condition        Report By
 KC0031  HISTORY     - 1961     MONUMENTED       CGS
 KC0031
 KC0031                          STATION DESCRIPTION
 KC0031
 KC0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0031'9 MI S FROM BEARDSTOWN.
 KC0031'ABOUT 8.1 MILES SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 KC0031'WITH U.S. HIGHWAY 67 AT BEARDSTOWN, THENCE 0.85 MILE EAST ALONG
 KC0031'A GRADED ROAD, 0.25 MILE EAST OF THE CROSSING OF THE PURKEY POND
 KC0031'DITCH, 0.65 MILE NORTHWEST OF A T ROAD JUNCTION, AT THE OUTSIDE
 KC0031'OF A SHORT CURVE, NEAR THE JUNCTION OF A FARM ROAD LEADING
 KC0031'NORTH, 23 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2
 KC0031'FEET SOUTHEAST OF A POWER LINE POLE, 1 1/2 FEET NORTHWEST OF A
 KC0031'METAL WITNESS POST, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND
 KC0031'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KC0031'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0797 ***********************************************************************
 JB0797  DESIGNATION -  J 256
 JB0797  PID         -  JB0797
 JB0797  STATE/COUNTY-  IL/FAYETTE
 JB0797  USGS QUAD   -  PATOKA (1981)
 JB0797
 JB0797                         *CURRENT SURVEY CONTROL
 JB0797  ___________________________________________________________________
 JB0797* NAD 83(1986)-  38 50 24.     (N)    089 05 16.     (W)     SCALED    
 JB0797* NAVD 88     -       157.965  (meters)     518.26   (feet)  ADJUSTED  
 JB0797  ___________________________________________________________________
 JB0797  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JB0797  DYNAMIC HT  -         157.867 (meters)     517.94  (feet)  COMP
 JB0797  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 JB0797
 JB0797  VERT ORDER  -  FIRST     CLASS I
 JB0797
 JB0797.The horizontal coordinates were scaled from a topographic map and have
 JB0797.an estimated accuracy of +/- 6 seconds.
 JB0797
 JB0797.The orthometric height was determined by differential leveling
 JB0797.and adjusted by the National Geodetic Survey in June 1991..
 JB0797
 JB0797.The geoid height was determined by GEOID03.
 JB0797
 JB0797.The dynamic height is computed by dividing the NAVD 88
 JB0797.geopotential number by the normal gravity value computed on the
 JB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0797.degrees latitude (g = 980.6199 gals.).
 JB0797
 JB0797.The modeled gravity was interpolated from observed gravity values.
 JB0797
 JB0797;                    North         East    Units  Estimated Accuracy
 JB0797;SPC IL E     -   241,490.      234,500.      MT  (+/- 180 meters Scaled)
 JB0797
 JB0797                          SUPERSEDED SURVEY CONTROL
 JB0797
 JB0797  NGVD 29 (??/??/92)  158.079  (m)          518.63   (f) ADJ UNCH    1 1
 JB0797
 JB0797.Superseded values are not recommended for survey control.
 JB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0797.See file dsdata.txt to determine how the superseded data were derived.
 JB0797
 JB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ188010(NAD 83)
 JB0797_MARKER: DB = BENCH MARK DISK
 JB0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0797_SP_SET: BRIDGE
 JB0797_STAMPING: J 256 1961
 JB0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0797
 JB0797  HISTORY     - Date     Condition        Report By
 JB0797  HISTORY     - 1961     MONUMENTED       CGS
 JB0797  HISTORY     - 1969     GOOD             NGS
 JB0797
 JB0797                          STATION DESCRIPTION
 JB0797
 JB0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0797'6 MI N FROM PATOKA.
 JB0797'ABOUT 5.95 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0797'THE POST OFFICE AT PATOKA, 0.35 MILE NORTH OF MILEPOST 681, 0.15
 JB0797'MILE NORTH OF A CROSSING AT PATOKA, 0.35 MILE NORTH OF MILEPOST
 JB0797'681, 0.15 MILE NORTH OF A CROSSING OF THE RAILROAD AND A ROAD,
 JB0797'70 YARDS EAST AND ACROSS U.S. HIGHWAY 51 FROM THE EAST RAIL, 24
 JB0797'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 JB0797'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A CONCRETE
 JB0797'HIGHWAY BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JB0797'SEC 28, T 5 N, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0801 ***********************************************************************
 KB0801  DESIGNATION -  J 257
 KB0801  PID         -  KB0801
 KB0801  STATE/COUNTY-  IL/FAYETTE
 KB0801  USGS QUAD   -  VERA (1982)
 KB0801
 KB0801                         *CURRENT SURVEY CONTROL
 KB0801  ___________________________________________________________________
 KB0801* NAD 83(1986)-  39 05 08.     (N)    089 06 35.     (W)     SCALED    
 KB0801* NAVD 88     -       168.614  (meters)     553.19   (feet)  ADJUSTED  
 KB0801  ___________________________________________________________________
 KB0801  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KB0801  DYNAMIC HT  -         168.511 (meters)     552.86  (feet)  COMP
 KB0801  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 KB0801
 KB0801  VERT ORDER  -  FIRST     CLASS I
 KB0801
 KB0801.The horizontal coordinates were scaled from a topographic map and have
 KB0801.an estimated accuracy of +/- 6 seconds.
 KB0801
 KB0801.The orthometric height was determined by differential leveling
 KB0801.and adjusted by the National Geodetic Survey in June 1991..
 KB0801
 KB0801.The geoid height was determined by GEOID03.
 KB0801
 KB0801.The dynamic height is computed by dividing the NAVD 88
 KB0801.geopotential number by the normal gravity value computed on the
 KB0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0801.degrees latitude (g = 980.6199 gals.).
 KB0801
 KB0801.The modeled gravity was interpolated from observed gravity values.
 KB0801
 KB0801;                    North         East    Units  Estimated Accuracy
 KB0801;SPC IL E     -   268,760.      232,830.      MT  (+/- 180 meters Scaled)
 KB0801
 KB0801                          SUPERSEDED SURVEY CONTROL
 KB0801
 KB0801  NGVD 29 (??/??/92)  168.713  (m)          553.52   (f) ADJ UNCH    1 1
 KB0801
 KB0801.Superseded values are not recommended for survey control.
 KB0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0801.See file dsdata.txt to determine how the superseded data were derived.
 KB0801
 KB0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ175283(NAD 83)
 KB0801_MARKER: DB = BENCH MARK DISK
 KB0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0801_SP_SET: CULVERT
 KB0801_STAMPING: J 257 1961
 KB0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0801
 KB0801  HISTORY     - Date     Condition        Report By
 KB0801  HISTORY     - 1961     MONUMENTED       CGS
 KB0801  HISTORY     - 1969     GOOD             NGS
 KB0801  HISTORY     - 1976     GOOD             NGS
 KB0801
 KB0801                          STATION DESCRIPTION
 KB0801
 KB0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0801'3.7 MI S FROM RAMSEY.
 KB0801'ABOUT 3.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0801'THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, 0.4 MILE SOUTH OF
 KB0801'MILEPOST 699, AT A CROSSING OF THE RAILROAD AND A PAVED ROAD,
 KB0801'17 FEET WEST OF THE WEST RAIL, 75 FEET SOUTH OF THE CENTER LINE
 KB0801'OF THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 KB0801'HEADWALL OF A 6-FOOT STONE CULVERT UNDER THE TRACK, 1 FOOT NORTH
 KB0801'OF THE SOUTH END OF THE HEADWALL, AND ABOUT 8 FEET BELOW THE
 KB0801'LEVEL OF THE TRACK.  SEC 5, T 7 N, R 1 E.
 KB0801
 KB0801                          STATION RECOVERY (1976)
 KB0801
 KB0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0231 ***********************************************************************
 LD0231  DESIGNATION -  J 258
 LD0231  PID         -  LD0231
 LD0231  STATE/COUNTY-  IL/MASON
 LD0231  USGS QUAD   -  BATH (1981)
 LD0231
 LD0231                         *CURRENT SURVEY CONTROL
 LD0231  ___________________________________________________________________
 LD0231* NAD 83(1986)-  40 10 40.     (N)    090 09 08.     (W)     SCALED    
 LD0231* NAVD 88     -       143.323  (meters)     470.22   (feet)  ADJUSTED  
 LD0231  ___________________________________________________________________
 LD0231  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LD0231  DYNAMIC HT  -         143.251 (meters)     469.98  (feet)  COMP
 LD0231  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 LD0231
 LD0231  VERT ORDER  -  FIRST     CLASS II
 LD0231
 LD0231.The horizontal coordinates were scaled from a topographic map and have
 LD0231.an estimated accuracy of +/- 6 seconds.
 LD0231
 LD0231.The orthometric height was determined by differential leveling
 LD0231.and adjusted by the National Geodetic Survey in June 1991..
 LD0231
 LD0231.The geoid height was determined by GEOID03.
 LD0231
 LD0231.The dynamic height is computed by dividing the NAVD 88
 LD0231.geopotential number by the normal gravity value computed on the
 LD0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0231.degrees latitude (g = 980.6199 gals.).
 LD0231
 LD0231.The modeled gravity was interpolated from observed gravity values.
 LD0231
 LD0231;                    North         East    Units  Estimated Accuracy
 LD0231;SPC IL W     -   389,730.      701,230.      MT  (+/- 180 meters Scaled)
 LD0231
 LD0231                          SUPERSEDED SURVEY CONTROL
 LD0231
 LD0231  NGVD 29 (??/??/92)  143.420  (m)          470.54   (f) ADJ UNCH    1 2
 LD0231
 LD0231.Superseded values are not recommended for survey control.
 LD0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0231.See file dsdata.txt to determine how the superseded data were derived.
 LD0231
 LD0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE424513(NAD 83)
 LD0231_MARKER: DB = BENCH MARK DISK
 LD0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0231_STAMPING: J 258 1961
 LD0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0231+STABILITY: SURFACE MOTION
 LD0231
 LD0231  HISTORY     - Date     Condition        Report By
 LD0231  HISTORY     - 1961     MONUMENTED       CGS
 LD0231  HISTORY     - 20050601 GOOD             ILDT
 LD0231
 LD0231                          STATION DESCRIPTION
 LD0231
 LD0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0231'1.1 MI S FROM BATH.
 LD0231'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE CENTER OF
 LD0231'THE PARK IN THE TOWN OF BATH, NEAR THE JUNCTION OF A ROAD
 LD0231'LEADING WEST, 39.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LD0231'164 FEET SOUTH OF THE FIRST POWER LINE POLE NORTH OF ROAD WEST,
 LD0231'30 FEET NORTH OF THE CENTER LINE OF ROAD WEST, 2.8 FEET NORTH OF
 LD0231'A CONCRETE RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF A METAL WITNESS
 LD0231'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LD0231'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 LD0231
 LD0231                          STATION RECOVERY (2005)
 LD0231
 LD0231'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0535 ***********************************************************************
 KB0535  DESIGNATION -  J 259
 KB0535  PID         -  KB0535
 KB0535  STATE/COUNTY-  IL/MACON
 KB0535  USGS QUAD   -  FORSYTH (1975)
 KB0535
 KB0535                         *CURRENT SURVEY CONTROL
 KB0535  ___________________________________________________________________
 KB0535* NAD 83(1986)-  39 58 43.     (N)    088 57 00.     (W)     SCALED    
 KB0535* NAVD 88     -       209.326  (meters)     686.76   (feet)  ADJUSTED  
 KB0535  ___________________________________________________________________
 KB0535  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KB0535  DYNAMIC HT  -         209.218 (meters)     686.41  (feet)  COMP
 KB0535  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 KB0535
 KB0535  VERT ORDER  -  FIRST     CLASS I
 KB0535
 KB0535.The horizontal coordinates were scaled from a topographic map and have
 KB0535.an estimated accuracy of +/- 6 seconds.
 KB0535
 KB0535.The orthometric height was determined by differential leveling
 KB0535.and adjusted by the National Geodetic Survey in June 1991..
 KB0535
 KB0535.The geoid height was determined by GEOID03.
 KB0535
 KB0535.The dynamic height is computed by dividing the NAVD 88
 KB0535.geopotential number by the normal gravity value computed on the
 KB0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0535.degrees latitude (g = 980.6199 gals.).
 KB0535
 KB0535.The modeled gravity was interpolated from observed gravity values.
 KB0535
 KB0535;                    North         East    Units  Estimated Accuracy
 KB0535;SPC IL E     -   367,810.      247,330.      MT  (+/- 180 meters Scaled)
 KB0535
 KB0535                          SUPERSEDED SURVEY CONTROL
 KB0535
 KB0535  NGVD 29 (??/??/92)  209.400  (m)          687.01   (f) ADJ UNCH    1 1
 KB0535
 KB0535.Superseded values are not recommended for survey control.
 KB0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0535.See file dsdata.txt to determine how the superseded data were derived.
 KB0535
 KB0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK334272(NAD 83)
 KB0535_MARKER: DB = BENCH MARK DISK
 KB0535_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KB0535_SP_SET: 24 FEET
 KB0535_STAMPING: J 259 1961
 KB0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0535
 KB0535  HISTORY     - Date     Condition        Report By
 KB0535  HISTORY     - 1961     MONUMENTED       CGS
 KB0535  HISTORY     - 1969     GOOD             NGS
 KB0535  HISTORY     - 1976     GOOD             NGS
 KB0535  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KB0535
 KB0535                          STATION DESCRIPTION
 KB0535
 KB0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0535'3.9 MI S FROM MAROA.
 KB0535'ABOUT 3.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0535'THE STATION AT MAROA, 0.2 MILE NORTH OF MILEPOST 761, 96 FEET
 KB0535'EAST OF THE EAST RAIL OF THE MOST EASTERLY SET OF TRACKS, 119
 KB0535'FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD, 119 FEET SOUTHEAST
 KB0535'OF THE EMERY STATION SIGN, 137 FEET EAST AND ACROSS THE TRACK
 KB0535'FROM THE CENTER OF A CONCRETE CYLINDRICAL GRAIN BIN, 54 1/2 FEET
 KB0535'NORTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTH OF A METAL WITNESS
 KB0535'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP
 KB0535'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24
 KB0535'FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES
 KB0535'ABOVE THE SURFACE OF THE GROUND.  SEC 35, R 18 N, R 2 E.
 KB0535
 KB0535                          STATION RECOVERY (1976)
 KB0535
 KB0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0535'RECOVERED IN GOOD CONDITION.
 KB0535
 KB0535                          STATION RECOVERY (1989)
 KB0535
 KB0535'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDG)
 KB0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1478 ***********************************************************************
 ME1478  DESIGNATION -  J 26
 ME1478  PID         -  ME1478
 ME1478  STATE/COUNTY-  IL/WILL
 ME1478  USGS QUAD   -  WILTON CENTER (1990)
 ME1478
 ME1478                         *CURRENT SURVEY CONTROL
 ME1478  ___________________________________________________________________
 ME1478* NAD 83(1986)-  41 21 52.     (N)    087 52 55.     (W)     SCALED    
 ME1478* NAVD 88     -       218.436  (meters)     716.65   (feet)  ADJUSTED  
 ME1478  ___________________________________________________________________
 ME1478  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 ME1478  DYNAMIC HT  -         218.349 (meters)     716.37  (feet)  COMP
 ME1478  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 ME1478
 ME1478  VERT ORDER  -  SECOND    CLASS 0
 ME1478
 ME1478.The horizontal coordinates were scaled from a topographic map and have
 ME1478.an estimated accuracy of +/- 6 seconds.
 ME1478
 ME1478.The orthometric height was determined by differential leveling
 ME1478.and adjusted by the National Geodetic Survey in June 1991..
 ME1478
 ME1478.The geoid height was determined by GEOID03.
 ME1478
 ME1478.The dynamic height is computed by dividing the NAVD 88
 ME1478.geopotential number by the normal gravity value computed on the
 ME1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1478.degrees latitude (g = 980.6199 gals.).
 ME1478
 ME1478.The modeled gravity was interpolated from observed gravity values.
 ME1478
 ME1478;                    North         East    Units  Estimated Accuracy
 ME1478;SPC IL E     -   521,610.      337,770.      MT  (+/- 180 meters Scaled)
 ME1478
 ME1478                          SUPERSEDED SURVEY CONTROL
 ME1478
 ME1478  NGVD 29 (??/??/92)  218.526  (m)          716.95   (f) ADJ UNCH    2 0
 ME1478
 ME1478.Superseded values are not recommended for survey control.
 ME1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1478.See file dsdata.txt to determine how the superseded data were derived.
 ME1478
 ME1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL262795(NAD 83)
 ME1478_MARKER: DB = BENCH MARK DISK
 ME1478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1478_SP_SET: CULVERT
 ME1478_STAMPING: J 26 1934
 ME1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1478
 ME1478  HISTORY     - Date     Condition        Report By
 ME1478  HISTORY     - 1934     MONUMENTED       CGS
 ME1478  HISTORY     - 1954     GOOD             NGS
 ME1478  HISTORY     - 1974     POOR             NGS
 ME1478  HISTORY     - 20000412 MARK NOT FOUND   PATRIC
 ME1478
 ME1478                          STATION DESCRIPTION
 ME1478
 ME1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1478'0.5 MI S FROM ANDRES.
 ME1478'ABOUT 0.5 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE CROSSING
 ME1478'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 ME1478'ANDRES, ABOUT 0.2 MILE SOUTH OF A CROSSROAD, IN THE TOP AND
 ME1478'2 1/2 FEET NORTH OF SOUTH END OF EAST HEAD WALL OF A 2-FOOT
 ME1478'CONCRETE BOX CULVERT, 22 FEET EAST OF CENTER LINE OF HIGHWAY AND
 ME1478'1 FOOT ABOVE LEVEL OF HIGHWAY.
 ME1478
 ME1478                          STATION RECOVERY (1974)
 ME1478
 ME1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME1478'MARK RECOVERED IN POOR CONDITION.
 ME1478
 ME1478                          STATION RECOVERY (2000)
 ME1478
 ME1478'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0551 ***********************************************************************
 KB0551  DESIGNATION -  J 260
 KB0551  PID         -  KB0551
 KB0551  STATE/COUNTY-  IL/MACON
 KB0551  USGS QUAD   -  FORSYTH (1975)
 KB0551
 KB0551                         *CURRENT SURVEY CONTROL
 KB0551  ___________________________________________________________________
 KB0551* NAD 83(1986)-  39 54 12.     (N)    088 56 49.     (W)     SCALED    
 KB0551* NAVD 88     -       202.996  (meters)     666.00   (feet)  ADJUSTED  
 KB0551  ___________________________________________________________________
 KB0551  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB0551  DYNAMIC HT  -         202.889 (meters)     665.64  (feet)  COMP
 KB0551  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KB0551
 KB0551  VERT ORDER  -  FIRST     CLASS I
 KB0551
 KB0551.The horizontal coordinates were scaled from a topographic map and have
 KB0551.an estimated accuracy of +/- 6 seconds.
 KB0551
 KB0551.The orthometric height was determined by differential leveling
 KB0551.and adjusted by the National Geodetic Survey in June 1991..
 KB0551
 KB0551.The geoid height was determined by GEOID03.
 KB0551
 KB0551.The dynamic height is computed by dividing the NAVD 88
 KB0551.geopotential number by the normal gravity value computed on the
 KB0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0551.degrees latitude (g = 980.6199 gals.).
 KB0551
 KB0551.The modeled gravity was interpolated from observed gravity values.
 KB0551
 KB0551;                    North         East    Units  Estimated Accuracy
 KB0551;SPC IL E     -   359,450.      247,530.      MT  (+/- 180 meters Scaled)
 KB0551
 KB0551                          SUPERSEDED SURVEY CONTROL
 KB0551
 KB0551  NGVD 29 (??/??/92)  203.077  (m)          666.26   (f) ADJ UNCH    1 1
 KB0551
 KB0551.Superseded values are not recommended for survey control.
 KB0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0551.See file dsdata.txt to determine how the superseded data were derived.
 KB0551
 KB0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK335188(NAD 83)
 KB0551_MARKER: DB = BENCH MARK DISK
 KB0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0551_STAMPING: J 260 1961
 KB0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0551+STABILITY: SURFACE MOTION
 KB0551
 KB0551  HISTORY     - Date     Condition        Report By
 KB0551  HISTORY     - 1961     MONUMENTED       CGS
 KB0551  HISTORY     - 1969     GOOD             NGS
 KB0551  HISTORY     - 1976     GOOD             NGS
 KB0551
 KB0551                          STATION DESCRIPTION
 KB0551
 KB0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0551'4 MI N FROM DECATUR.
 KB0551'ABOUT 3.95 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0551'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 131 1/2
 KB0551'FEET NORTHEAST AND ACROSS THE TRACK FROM MILEPOST 756, 160 YARDS
 KB0551'SOUTH OF THE MORE SOUTHERLY OF 2 TUBULAR CULVERTS UNDER THE
 KB0551'TRACK, 37 1/2 FEET EAST OF THE EAST RAIL, 3 FEET SOUTH OF A
 KB0551'TELEPHONE POLE, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT
 KB0551'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 KB0551'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 KB0551'GROUND.  SEC 26, T 17 N, R 2 E.
 KB0551
 KB0551                          STATION RECOVERY (1976)
 KB0551
 KB0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0754 ***********************************************************************
 KB0754  DESIGNATION -  J 261
 KB0754  PID         -  KB0754
 KB0754  STATE/COUNTY-  IL/CHRISTIAN
 KB0754  USGS QUAD   -  PANA (1982)
 KB0754
 KB0754                         *CURRENT SURVEY CONTROL
 KB0754  ___________________________________________________________________
 KB0754* NAD 83(1986)-  39 23 49.     (N)    089 04 51.     (W)     SCALED    
 KB0754* NAVD 88     -       207.909  (meters)     682.11   (feet)  ADJUSTED  
 KB0754  ___________________________________________________________________
 KB0754  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0754  DYNAMIC HT  -         207.785 (meters)     681.71  (feet)  COMP
 KB0754  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 KB0754
 KB0754  VERT ORDER  -  FIRST     CLASS I
 KB0754
 KB0754.The horizontal coordinates were scaled from a topographic map and have
 KB0754.an estimated accuracy of +/- 6 seconds.
 KB0754
 KB0754.The orthometric height was determined by differential leveling
 KB0754.and adjusted by the National Geodetic Survey in June 1991..
 KB0754
 KB0754.The geoid height was determined by GEOID03.
 KB0754
 KB0754.The dynamic height is computed by dividing the NAVD 88
 KB0754.geopotential number by the normal gravity value computed on the
 KB0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0754.degrees latitude (g = 980.6199 gals.).
 KB0754
 KB0754.The modeled gravity was interpolated from observed gravity values.
 KB0754
 KB0754;                    North         East    Units  Estimated Accuracy
 KB0754;SPC IL W     -   303,600.      793,530.      MT  (+/- 180 meters Scaled)
 KB0754
 KB0754                          SUPERSEDED SURVEY CONTROL
 KB0754
 KB0754  NGVD 29 (??/??/92)  207.992  (m)          682.39   (f) ADJ UNCH    1 1
 KB0754
 KB0754.Superseded values are not recommended for survey control.
 KB0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0754.See file dsdata.txt to determine how the superseded data were derived.
 KB0754
 KB0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ208628(NAD 83)
 KB0754_MARKER: DB = BENCH MARK DISK
 KB0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0754_STAMPING: J 261 1961
 KB0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0754+STABILITY: SURFACE MOTION
 KB0754
 KB0754  HISTORY     - Date     Condition        Report By
 KB0754  HISTORY     - 1961     MONUMENTED       CGS
 KB0754  HISTORY     - 1969     GOOD             NGS
 KB0754  HISTORY     - 1976     GOOD             NGS
 KB0754
 KB0754                          STATION DESCRIPTION
 KB0754
 KB0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0754'0.4 MI N FROM PANA.
 KB0754'ABOUT 0.45 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0754'THE RAILROAD SWITCH CONTROL TOWER AT PANA, 0.2 MILE NORTH OF
 KB0754'MILEPOST 720, 14 RAILS SOUTH OF A CROSSING OF THE RAILROAD
 KB0754'AND A STREET, 23 FEET WEST OF THE WEST RAIL, SET IN THE TOP
 KB0754'OF THE SOUTHWEST CORNER OF A 10-FOOT SQUARE CONCRETE BLOCK, 2
 KB0754'FEET EAST OF THE WEST EDGE OF THE BLOCK, 2 FEET NORTH OF THE
 KB0754'SOUTH EDGE OF THE BLOCK, 2.3 FEET EAST OF A METAL WITNESS POST,
 KB0754'AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 16, T11N, R1E.
 KB0754'NOTE-- THE CONCRETE BLOCK IS LEVEL WITH THE SURFACE OF THE GROUND.
 KB0754
 KB0754                          STATION RECOVERY (1976)
 KB0754
 KB0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0687 ***********************************************************************
 KB0687  DESIGNATION -  J 262
 KB0687  PID         -  KB0687
 KB0687  STATE/COUNTY-  IL/CHRISTIAN
 KB0687  USGS QUAD   -  ASSUMPTION (1982)
 KB0687
 KB0687                         *CURRENT SURVEY CONTROL
 KB0687  ___________________________________________________________________
 KB0687* NAD 83(1986)-  39 30 42.     (N)    089 03 03.     (W)     SCALED    
 KB0687* NAVD 88     -       193.697  (meters)     635.49   (feet)  ADJUSTED  
 KB0687  ___________________________________________________________________
 KB0687  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KB0687  DYNAMIC HT  -         193.585 (meters)     635.12  (feet)  COMP
 KB0687  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 KB0687
 KB0687  VERT ORDER  -  FIRST     CLASS I
 KB0687
 KB0687.The horizontal coordinates were scaled from a topographic map and have
 KB0687.an estimated accuracy of +/- 6 seconds.
 KB0687
 KB0687.The orthometric height was determined by differential leveling
 KB0687.and adjusted by the National Geodetic Survey in June 1991..
 KB0687
 KB0687.The geoid height was determined by GEOID03.
 KB0687
 KB0687.The dynamic height is computed by dividing the NAVD 88
 KB0687.geopotential number by the normal gravity value computed on the
 KB0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0687.degrees latitude (g = 980.6199 gals.).
 KB0687
 KB0687.The modeled gravity was interpolated from observed gravity values.
 KB0687
 KB0687;                    North         East    Units  Estimated Accuracy
 KB0687;SPC IL W     -   316,370.      795,960.      MT  (+/- 180 meters Scaled)
 KB0687
 KB0687                          SUPERSEDED SURVEY CONTROL
 KB0687
 KB0687  NGVD 29 (??/??/92)  193.787  (m)          635.78   (f) ADJ UNCH    1 1
 KB0687
 KB0687.Superseded values are not recommended for survey control.
 KB0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0687.See file dsdata.txt to determine how the superseded data were derived.
 KB0687
 KB0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ236755(NAD 83)
 KB0687_MARKER: DB = BENCH MARK DISK
 KB0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0687_STAMPING: J 262 1961
 KB0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0687+STABILITY: SURFACE MOTION
 KB0687
 KB0687  HISTORY     - Date     Condition        Report By
 KB0687  HISTORY     - 1961     MONUMENTED       CGS
 KB0687  HISTORY     - 1969     GOOD             NGS
 KB0687  HISTORY     - 1976     GOOD             NGS
 KB0687
 KB0687                          STATION DESCRIPTION
 KB0687
 KB0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0687'0.6 MI S FROM ASSUMPTION.
 KB0687'ABOUT 0.6 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0687'THE POST OFFICE AT ASSUMPTION, 0.25 MILE NORTH OF MILEPOST 728,
 KB0687'89 FEET EAST OF THE EAST RAIL, 10 1/2 FEET WEST OF A CORNER FENCE
 KB0687'POST, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.6 FEET NORTH OF A
 KB0687'METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK,
 KB0687'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES
 KB0687'ABOVE THE SURFACE OF THE GROUND.  SEC 2, T 12 N, R 1 E.
 KB0687
 KB0687                          STATION RECOVERY (1976)
 KB0687
 KB0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0601 ***********************************************************************
 KB0601  DESIGNATION -  J 263
 KB0601  PID         -  KB0601
 KB0601  STATE/COUNTY-  IL/SHELBY
 KB0601  USGS QUAD   -  MACON EAST (1983)
 KB0601
 KB0601                         *CURRENT SURVEY CONTROL
 KB0601  ___________________________________________________________________
 KB0601* NAD 83(1986)-  39 39 12.     (N)    088 58 27.     (W)     SCALED    
 KB0601* NAVD 88     -       201.018  (meters)     659.51   (feet)  ADJUSTED  
 KB0601  ___________________________________________________________________
 KB0601  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0601  DYNAMIC HT  -         200.904 (meters)     659.13  (feet)  COMP
 KB0601  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 KB0601
 KB0601  VERT ORDER  -  FIRST     CLASS II
 KB0601
 KB0601.The horizontal coordinates were scaled from a topographic map and have
 KB0601.an estimated accuracy of +/- 6 seconds.
 KB0601
 KB0601.The orthometric height was determined by differential leveling
 KB0601.and adjusted by the National Geodetic Survey in June 1991..
 KB0601
 KB0601.The geoid height was determined by GEOID03.
 KB0601
 KB0601.The dynamic height is computed by dividing the NAVD 88
 KB0601.geopotential number by the normal gravity value computed on the
 KB0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0601.degrees latitude (g = 980.6199 gals.).
 KB0601
 KB0601.The modeled gravity was interpolated from observed gravity values.
 KB0601
 KB0601;                    North         East    Units  Estimated Accuracy
 KB0601;SPC IL E     -   331,710.      245,000.      MT  (+/- 180 meters Scaled)
 KB0601
 KB0601                          SUPERSEDED SURVEY CONTROL
 KB0601
 KB0601  NGVD 29 (??/??/92)  201.102  (m)          659.78   (f) ADJ UNCH    1 2
 KB0601
 KB0601.Superseded values are not recommended for survey control.
 KB0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0601.See file dsdata.txt to determine how the superseded data were derived.
 KB0601
 KB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ306911(NAD 83)
 KB0601_MARKER: DB = BENCH MARK DISK
 KB0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0601_STAMPING: J 163 1961
 KB0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0601+STABILITY: SURFACE MOTION
 KB0601
 KB0601  HISTORY     - Date     Condition        Report By
 KB0601  HISTORY     - 1961     MONUMENTED       CGS
 KB0601  HISTORY     - 1969     GOOD             NGS
 KB0601  HISTORY     - 1976     GOOD             NGS
 KB0601
 KB0601                          STATION DESCRIPTION
 KB0601
 KB0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KB0601'4.1 MI NE FROM MOWEAQUA.
 KB0601'ABOUT 2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0601'THE STATION AT MOWEAQUA, THENCE 2.05 MILES EAST ALONG THE
 KB0601'MACON-SHELBY COUNTY LINE ROAD, AT THE HILVETY AIRPORT, SET AT
 KB0601'THE SOUTH CORNER OF A HEXAGONAL METAL HANGAR WITH A LARGE MODEL
 KB0601'AIRPLANE ON TOP, 1 FOOT SOUTH OF THE SOUTH CORNER OF THE HANGAR,
 KB0601'38 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE LEADING TO A
 KB0601'RUNWAY, 69 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 KB0601'CONCRETE BASE OF A GAS PUMP, SET IN THE TOP OF A CONCRETE POST
 KB0601'FLUSH WITH THE GROUND.
 KB0601
 KB0601                          STATION RECOVERY (1969)
 KB0601
 KB0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KB0601'RECOVERED IN GOOD CONDITION.
 KB0601
 KB0601                          STATION RECOVERY (1976)
 KB0601
 KB0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1622 ***********************************************************************
 ME1622  DESIGNATION -  J 266
 ME1622  PID         -  ME1622
 ME1622  STATE/COUNTY-  IL/COOK
 ME1622  USGS QUAD   -  JACKSON PARK (1993)
 ME1622
 ME1622                         *CURRENT SURVEY CONTROL
 ME1622  ___________________________________________________________________
 ME1622* NAD 83(1986)-  41 53 48.     (N)    087 37 25.     (W)     SCALED    
 ME1622* NAVD 88     -       181.062  (meters)     594.03   (feet)  ADJUSTED  
 ME1622  ___________________________________________________________________
 ME1622  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1622  DYNAMIC HT  -         181.001 (meters)     593.83  (feet)  COMP
 ME1622  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 ME1622
 ME1622  VERT ORDER  -  FIRST     CLASS 0
 ME1622
 ME1622.The horizontal coordinates were scaled from a topographic map and have
 ME1622.an estimated accuracy of +/- 6 seconds.
 ME1622
 ME1622.The orthometric height was determined by differential leveling
 ME1622.and adjusted by the National Geodetic Survey in June 1991..
 ME1622
 ME1622.The geoid height was determined by GEOID03.
 ME1622
 ME1622.The dynamic height is computed by dividing the NAVD 88
 ME1622.geopotential number by the normal gravity value computed on the
 ME1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1622.degrees latitude (g = 980.6199 gals.).
 ME1622
 ME1622.The modeled gravity was interpolated from observed gravity values.
 ME1622
 ME1622;                    North         East    Units  Estimated Accuracy
 ME1622;SPC IL E     -   580,870.      358,900.      MT  (+/- 180 meters Scaled)
 ME1622
 ME1622                          SUPERSEDED SURVEY CONTROL
 ME1622
 ME1622  NGVD 29 (??/??/92)  181.148  (m)          594.32   (f) ADJ UNCH    1 0
 ME1622
 ME1622.Superseded values are not recommended for survey control.
 ME1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1622.See file dsdata.txt to determine how the superseded data were derived.
 ME1622
 ME1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM482384(NAD 83)
 ME1622_MARKER: DB = BENCH MARK DISK
 ME1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1622_SP_SET: FLAGPOLE CONCRETE BASE
 ME1622_STAMPING: J 266 1969
 ME1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1622
 ME1622  HISTORY     - Date     Condition        Report By
 ME1622  HISTORY     - 1969     MONUMENTED       CGS
 ME1622  HISTORY     - 1973     GOOD             NGS
 ME1622  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 ME1622  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1622  HISTORY     - 19891014 MARK NOT FOUND   USPSQD
 ME1622
 ME1622                          STATION DESCRIPTION
 ME1622
 ME1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME1622'2 MI N FROM CHICAGO.
 ME1622'ABOUT 2.05 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1622'CENTRAL RAILROAD STATION AT CHICAGO, 29 1/2 FEET EAST OF THE
 ME1622'EAST CURB OF THE AVENUE, 39 1/2 FEET NORTH OF THE NORTH CURB
 ME1622'OF CHICAGO AVENUE, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE
 ME1622'CONCRETE BASE OF THE FLAGPOLE WHICH IS ON THE LAWN OF THE
 ME1622'WATER WORKS BUILDING, 20 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ME1622'OF THE BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 ME1622'AVENUE.
 ME1622
 ME1622                          STATION RECOVERY (1973)
 ME1622
 ME1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1622'ABOUT 2.05 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS CENTRAL
 ME1622'RAILROAD STATION AT CHICAGO, AT INTERSECTION OF MICHIGAN AVENUE AND
 ME1622'CHICAGO AVENUE, 29 1/2 FEET EAST OF THE EAST CURB OF MICHIGAN
 ME1622'BOULEVARD.  39 1/2 FEET NORTH OF THE NORTH CURB OF CHICAGO AVENUE. SET
 ME1622'IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE FLAG POLE
 ME1622'WHICH IS ON THE LAWN OF THE WATER WORKS BUILDING, 20.0 FEET SOUTHWEST
 ME1622'OF THE SOUTHWEST CORNER OF THE BUILDING EAST OF AND ACROSS MICHIGAN
 ME1622'AVENUE FROM PBM 98 (USE).  A STANDARD DISK STAMPED J 266 1969. SEC 3,
 ME1622'T 39N, R 14E.
 ME1622
 ME1622                          STATION RECOVERY (1978)
 ME1622
 ME1622'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ME1622'MARK NOT FOUND.
 ME1622
 ME1622                          STATION RECOVERY (1987)
 ME1622
 ME1622'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1622'MARK NOT FOUND.
 ME1622
 ME1622                          STATION RECOVERY (1989)
 ME1622
 ME1622'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0063 ***********************************************************************
 NH0063  DESIGNATION -  J 267
 NH0063  PID         -  NH0063
 NH0063  STATE/COUNTY-  IL/KANE
 NH0063  USGS QUAD   -  ELGIN (1992)
 NH0063
 NH0063                         *CURRENT SURVEY CONTROL
 NH0063  ___________________________________________________________________
 NH0063* NAD 83(1986)-  42 01 53.     (N)    088 20 02.     (W)     SCALED    
 NH0063* NAVD 88     -       254.033  (meters)     833.44   (feet)  ADJUSTED  
 NH0063  ___________________________________________________________________
 NH0063  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NH0063  DYNAMIC HT  -         253.945 (meters)     833.15  (feet)  COMP
 NH0063  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 NH0063
 NH0063  VERT ORDER  -  FIRST     CLASS I
 NH0063
 NH0063.The horizontal coordinates were scaled from a topographic map and have
 NH0063.an estimated accuracy of +/- 6 seconds.
 NH0063
 NH0063.The orthometric height was determined by differential leveling
 NH0063.and adjusted by the National Geodetic Survey in June 1991..
 NH0063
 NH0063.The geoid height was determined by GEOID03.
 NH0063
 NH0063.The dynamic height is computed by dividing the NAVD 88
 NH0063.geopotential number by the normal gravity value computed on the
 NH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0063.degrees latitude (g = 980.6199 gals.).
 NH0063
 NH0063.The modeled gravity was interpolated from observed gravity values.
 NH0063
 NH0063;                    North         East    Units  Estimated Accuracy
 NH0063;SPC IL E     -   595,590.      299,950.      MT  (+/- 180 meters Scaled)
 NH0063
 NH0063                          SUPERSEDED SURVEY CONTROL
 NH0063
 NH0063  NGVD 29 (??/??/92)  254.106  (m)          833.68   (f) ADJ UNCH    1 1
 NH0063
 NH0063.Superseded values are not recommended for survey control.
 NH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0063.See file dsdata.txt to determine how the superseded data were derived.
 NH0063
 NH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM895541(NAD 83)
 NH0063_MARKER: DB = BENCH MARK DISK
 NH0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0063_SP_SET: BRIDGE ABUTMENT
 NH0063_STAMPING: J 267 1969
 NH0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0063
 NH0063  HISTORY     - Date     Condition        Report By
 NH0063  HISTORY     - 1969     MONUMENTED       CGS
 NH0063  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0063
 NH0063                          STATION DESCRIPTION
 NH0063
 NH0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0063'2.7 MI W FROM ELGIN.
 NH0063'ABOUT 2.7 MILES WEST ALONG U.S. HIGHWAY 20 BUSINESS ROUTE FROM
 NH0063'THE POST OFFICE AT ELGIN, OR ABOUT 2.35 MILES EAST ALONG U.S.
 NH0063'HIGHWAY 20 FROM THE NORTHEAST CORNER OF THE UDINA CEMETERY AT
 NH0063'UDINA, IN SECTION 16, T 41 N, R 8 E, 12 FEET SOUTHEAST OF THE
 NH0063'CENTER LINE OF U.S. HIGHWAY 20 BUSINESS ROUTE EAST, SET IN THE
 NH0063'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE
 NH0063'BUSINESS ROUTE OVERPASS FOR THE MAIN HIGHWAY, AT THE NORTHEAST
 NH0063'END OF THE SOUTHEAST GUARD RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 NH0063'OF THE HIGHWAY.
 NH0063
 NH0063                          STATION RECOVERY (1987)
 NH0063
 NH0063'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0695 ***********************************************************************
 NH0695  DESIGNATION -  J 268
 NH0695  PID         -  NH0695
 NH0695  STATE/COUNTY-  IL/CARROLL
 NH0695  USGS QUAD   -  MT CARROLL (1985)
 NH0695
 NH0695                         *CURRENT SURVEY CONTROL
 NH0695  ___________________________________________________________________
 NH0695* NAD 83(1986)-  42 04 46.     (N)    089 56 11.     (W)     SCALED    
 NH0695* NAVD 88     -       246.255  (meters)     807.92   (feet)  ADJUSTED  
 NH0695  ___________________________________________________________________
 NH0695  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NH0695  DYNAMIC HT  -         246.170 (meters)     807.64  (feet)  COMP
 NH0695  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 NH0695
 NH0695  VERT ORDER  -  FIRST     CLASS I
 NH0695
 NH0695.The horizontal coordinates were scaled from a topographic map and have
 NH0695.an estimated accuracy of +/- 6 seconds.
 NH0695
 NH0695.The orthometric height was determined by differential leveling
 NH0695.and adjusted by the National Geodetic Survey in June 1991..
 NH0695
 NH0695.The geoid height was determined by GEOID03.
 NH0695
 NH0695.The dynamic height is computed by dividing the NAVD 88
 NH0695.geopotential number by the normal gravity value computed on the
 NH0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0695.degrees latitude (g = 980.6199 gals.).
 NH0695
 NH0695.The modeled gravity was interpolated from observed gravity values.
 NH0695
 NH0695;                    North         East    Units  Estimated Accuracy
 NH0695;SPC IL W     -   600,930.      719,050.      MT  (+/- 180 meters Scaled)
 NH0695
 NH0695                          SUPERSEDED SURVEY CONTROL
 NH0695
 NH0695  NGVD 29 (??/??/92)  246.287  (m)          808.03   (f) ADJ UNCH    1 1
 NH0695
 NH0695.Superseded values are not recommended for survey control.
 NH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0695.See file dsdata.txt to determine how the superseded data were derived.
 NH0695
 NH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM571627(NAD 83)
 NH0695_MARKER: DB = BENCH MARK DISK
 NH0695_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0695_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0695_STAMPING: J 268 1970
 NH0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0695
 NH0695  HISTORY     - Date     Condition        Report By
 NH0695  HISTORY     - 1970     MONUMENTED       NGS
 NH0695  HISTORY     - 1987     GOOD             USPSQD
 NH0695  HISTORY     - 19950515 GOOD             USPSQD
 NH0695  HISTORY     - 20011203 GOOD             NGS
 NH0695  HISTORY     - 20031002 GOOD             USPSQD
 NH0695
 NH0695                          STATION DESCRIPTION
 NH0695
 NH0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0695'3.6 MI E FROM MT CARROLL.
 NH0695'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE
 NH0695'AT MT. CARROLL, THENCE 1.25 MILES EAST ALONG STATE HIGHWAY 88,
 NH0695'THENCE 0.9 MILE EAST ALONG A PAVED ROAD, AT THE END OF THE PAVED
 NH0695'PORTION OF THE ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE
 NH0695'ROAD, 62 FEET WEST OF THE EXTENDED CENTER LINE OF A PRIVATE
 NH0695'DRIVEWAY WHICH LEADS NORTH, 1.1 FEET NORTH OF A FENCE, 0.6 FOOT
 NH0695'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 NH0695'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES.
 NH0695'SECTION 16, T24N, R5E.
 NH0695
 NH0695                          STATION RECOVERY (1987)
 NH0695
 NH0695'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0695'RECOVERED IN GOOD CONDITION.
 NH0695
 NH0695                          STATION RECOVERY (1995)
 NH0695
 NH0695'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0695'RECOVERED IN GOOD CONDITION.
 NH0695
 NH0695                          STATION RECOVERY (2001)
 NH0695
 NH0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0695'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0695
 NH0695                          STATION RECOVERY (2003)
 NH0695
 NH0695'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0844 ***********************************************************************
 LC0844  DESIGNATION -  J 269
 LC0844  PID         -  LC0844
 LC0844  STATE/COUNTY-  IL/WOODFORD
 LC0844  USGS QUAD   -  BENSON (1995)
 LC0844
 LC0844                         *CURRENT SURVEY CONTROL
 LC0844  ___________________________________________________________________
 LC0844* NAD 83(1986)-  40 51 52.     (N)    089 00 26.     (W)     SCALED    
 LC0844* NAVD 88     -       221.882  (meters)     727.96   (feet)  ADJUSTED  
 LC0844  ___________________________________________________________________
 LC0844  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LC0844  DYNAMIC HT  -         221.785 (meters)     727.64  (feet)  COMP
 LC0844  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 LC0844
 LC0844  VERT ORDER  -  FIRST     CLASS I
 LC0844
 LC0844.The horizontal coordinates were scaled from a topographic map and have
 LC0844.an estimated accuracy of +/- 6 seconds.
 LC0844
 LC0844.The orthometric height was determined by differential leveling
 LC0844.and adjusted by the National Geodetic Survey in June 1991..
 LC0844
 LC0844.The geoid height was determined by GEOID03.
 LC0844
 LC0844.The dynamic height is computed by dividing the NAVD 88
 LC0844.geopotential number by the normal gravity value computed on the
 LC0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0844.degrees latitude (g = 980.6199 gals.).
 LC0844
 LC0844.The modeled gravity was interpolated from observed gravity values.
 LC0844
 LC0844;                    North         East    Units  Estimated Accuracy
 LC0844;SPC IL W     -   466,620.      797,750.      MT  (+/- 180 meters Scaled)
 LC0844
 LC0844                          SUPERSEDED SURVEY CONTROL
 LC0844
 LC0844  NGVD 29 (??/??/92)  221.935  (m)          728.13   (f) ADJ UNCH    1 1
 LC0844
 LC0844.Superseded values are not recommended for survey control.
 LC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0844.See file dsdata.txt to determine how the superseded data were derived.
 LC0844
 LC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL308256(NAD 83)
 LC0844_MARKER: DB = BENCH MARK DISK
 LC0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0844_STAMPING: J 269 1969
 LC0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0844+STABILITY: SURFACE MOTION
 LC0844
 LC0844  HISTORY     - Date     Condition        Report By
 LC0844  HISTORY     - 1969     MONUMENTED       CGS
 LC0844  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0844
 LC0844                          STATION DESCRIPTION
 LC0844
 LC0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0844'3.7 MI SE FROM MINONK.
 LC0844'ABOUT 2.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0844'THE STATION AT MINONK, THENCE 1.1 MILES EAST ALONG STATE HIGHWAY 116,
 LC0844'THENCE 0.25 MILE SOUTH ALONG A PAVED ROAD, 11 FEET SOUTH OF THE
 LC0844'CENTER LINE OF A PRIVATE ROAD WHICH LEADS EAST TO THE A.P. JANNSEN
 LC0844'AIRPORT, 118 1/2 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD,
 LC0844'205 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST GRASS RUNWAY,
 LC0844'10 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A FENCE, AND SET
 LC0844'IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF
 LC0844'THE GROUND.
 LC0844
 LC0844                          STATION RECOVERY (1998)
 LC0844
 LC0844'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0844'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1440 ***********************************************************************
 ME1440  DESIGNATION -  J 27
 ME1440  PID         -  ME1440
 ME1440  STATE/COUNTY-  IL/COOK
 ME1440  USGS QUAD   -  DYER (1990)
 ME1440
 ME1440                         *CURRENT SURVEY CONTROL
 ME1440  ___________________________________________________________________
 ME1440* NAD 83(1997)-  41 29 56.43589(N)    087 33 29.63931(W)     ADJUSTED  
 ME1440* NAVD 88     -       192.909  (meters)     632.90   (feet)  ADJUSTED  
 ME1440  ___________________________________________________________________
 ME1440  X           -     203,824.655 (meters)                     COMP
 ME1440  Y           -  -4,779,826.367 (meters)                     COMP
 ME1440  Z           -   4,204,195.432 (meters)                     COMP
 ME1440  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 ME1440  ELLIP HEIGHT-         159.26  (meters)          (02/03/05) GPS OBS
 ME1440  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 ME1440  DYNAMIC HT  -         192.834 (meters)     632.66  (feet)  COMP
 ME1440  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 ME1440
 ME1440  HORZ ORDER  -  FIRST
 ME1440  VERT ORDER  -  SECOND    CLASS 0
 ME1440  ELLP ORDER  -  FOURTH    CLASS II
 ME1440
 ME1440.The horizontal coordinates were established by GPS observations
 ME1440.and adjusted by the National Geodetic Survey in October 1999..
 ME1440
 ME1440.The orthometric height was determined by differential leveling
 ME1440.and adjusted by the National Geodetic Survey in June 1991..
 ME1440.WARNING-GPS observations at this control monument resulted in a GPS
 ME1440.derived orthometric height which differed from the leveled height by
 ME1440.more than one decimeter (0.1 meter).
 ME1440
 ME1440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1440
 ME1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1440
 ME1440.The ellipsoidal height was determined by GPS observations
 ME1440.and is referenced to NAD 83.
 ME1440
 ME1440.The geoid height was determined by GEOID03.
 ME1440
 ME1440.The dynamic height is computed by dividing the NAVD 88
 ME1440.geopotential number by the normal gravity value computed on the
 ME1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1440.degrees latitude (g = 980.6199 gals.).
 ME1440
 ME1440.The modeled gravity was interpolated from observed gravity values.
 ME1440
 ME1440;                    North         East     Units Scale Factor Converg.
 ME1440;SPC IL E     -   536,749.894   364,717.509   MT  1.00002652   +0 30 49.0
 ME1440;SPC IL E     - 1,760,986.94  1,196,577.36   sFT  1.00002652   +0 30 49.0
 ME1440;SPC IN W     -   694,084.651   860,348.347   MT  0.99998601   -0 18 52.8
 ME1440;SPC IN W     - 2,277,176.06  2,822,659.54   sFT  0.99998601   -0 18 52.8
 ME1440;UTM  16      - 4,594,304.708   453,407.515   MT  0.99962671   -0 22 11.6
 ME1440
 ME1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1440!SPC IL E     -   0.99997502  x   1.00002652  =   1.00000154
 ME1440!SPC IN W     -   0.99997502  x   0.99998601  =   0.99996103
 ME1440!UTM  16      -   0.99997502  x   0.99962671  =   0.99960174
 ME1440
 ME1440                          SUPERSEDED SURVEY CONTROL
 ME1440
 ME1440  ELLIP H (10/21/99)  159.23   (m)                       GP(       ) 4 1
 ME1440  NAD 83(1997)-  41 29 56.43590(N)    087 33 29.63932(W) AD(       ) 1
 ME1440  NAD 83(1986)-  41 29 56.43952(N)    087 33 29.65499(W) AD(       ) 1
 ME1440  NAD 83(1997)-  41 29 56.43802(N)    087 33 29.64926(W) AD(       ) 1
 ME1440  NAD 83(1986)-  41 29 56.43803(N)    087 33 29.64923(W) AD(       ) 1
 ME1440  NGVD 29 (??/??/92)  193.003  (m)          633.21   (f) ADJ UNCH    2 0
 ME1440
 ME1440.Superseded values are not recommended for survey control.
 ME1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1440.See file dsdata.txt to determine how the superseded data were derived.
 ME1440
 ME1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5340894305(NAD 83)
 ME1440_MARKER: DB = BENCH MARK DISK
 ME1440_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1440_SP_SET: CULVERT HEADWALL
 ME1440_STAMPING: J 27 1934
 ME1440_MARK LOGO: CGS   
 ME1440_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1440+STABILITY: SURFACE MOTION
 ME1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1440+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 ME1440
 ME1440  HISTORY     - Date     Condition        Report By
 ME1440  HISTORY     - 1934     MONUMENTED       CGS
 ME1440  HISTORY     - 1969     GOOD             NGS
 ME1440  HISTORY     - 1979     GOOD             LOCENG
 ME1440  HISTORY     - 19900827 GOOD             NGS
 ME1440  HISTORY     - 19970505 GOOD             ASCPC
 ME1440  HISTORY     - 20040520 GOOD             JCLS
 ME1440  HISTORY     - 20060315 GOOD             CAS
 ME1440
 ME1440                          STATION DESCRIPTION
 ME1440
 ME1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1440'2 MI W FROM DYER.
 ME1440'IN COOK COUNTY, ILLINOIS, 2.0 MILES WEST ALONG THE MICHIGAN
 ME1440'CENTRAL RAILROAD FROM THE STATION AT DYER, LAKE COUNTY, INDIANA,
 ME1440'AT THE CROSSING OF TORRENCE AVENUE, 25 FEET WEST OF THE CENTERLINE
 ME1440'OF THE AVENUE, 27 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 ME1440'AT A 2-FOOT ROAD CULVERT, IN THE WEST CONCRETE HEADWALL, AND
 ME1440'ABOUT 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED J
 ME1440'27 1934.
 ME1440
 ME1440                          STATION RECOVERY (1969)
 ME1440
 ME1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1440'RECOVERED IN GOOD CONDITION.
 ME1440
 ME1440                          STATION RECOVERY (1979)
 ME1440
 ME1440'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 ME1440'RECOVERED IN GOOD CONDITION.
 ME1440
 ME1440                          STATION RECOVERY (1990)
 ME1440
 ME1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ME1440'STATION IS LOCATED ABOUT 3 KM (1.9 MI) EAST-SOUTHEAST OF EAST CHICAGO
 ME1440'HEIGHTS, 3 KM (1.9 MI) WEST OF DYER, AT JUNCTION OF A PAVED ROAD AND
 ME1440'RAILROAD TRACKS, NEAR THE SOUTH END OF A 2.5 M (8.2 FT) LONG CONCRETE
 ME1440'CULVERT HEADWALL, IN THE SOUTHEAST CORNER OF SECTION 24, T 35 N, R 14
 ME1440'E.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION.
 ME1440'TO REACH FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 394 ON
 ME1440'THE EAST SIDE OF EAST CHICAGO HEIGHTS, GO EAST ON HIGHWAY 30 FOR 1.63
 ME1440'KM (1.01 MI) TO A PAVED CROSSROAD.  TURN RIGHT, SOUTH, ON TORRANCE
 ME1440'ROAD FOR 0.80 KM (0.50 MI) TO THE FIRST OF SEVERAL RAILROAD TRACKS
 ME1440'AND THE STATION ON THE RIGHT.
 ME1440'STATION MARK IS SET IN A DRILL HOLE IN THE NORTH-SOUTH HEADWALL, 7.2 M
 ME1440'(23.6 FT) WEST OF, AND 1 M (3.3 FT) LOWER THAN THE ROAD CENTER, 7.7 M
 ME1440'(25.3 FT) NORTH OF THE NORTH RAIL OF THE CLOSEST TRACK, 4.6 M
 ME1440'(15.1 FT) NORTH-NORTHWEST OF A RAILROAD SIGNAL GATE, AND 0.5 M
 ME1440'(1.6 FT) NORTH OF SOUTH END OF HEADWALL.
 ME1440'NOTE--IF THIS MARK IS USED FOR GPS, THERE WILL BE SOME BLOCKAGES FROM
 ME1440'TRAFFIC ON THE ROAD.
 ME1440
 ME1440                          STATION RECOVERY (1997)
 ME1440
 ME1440'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 ME1440'FROM INTERSECTION OF TORRENCE AVE AND US ROUTE 30 IN COOK COUNTY,
 ME1440'SOUTH ON TORRENCE 0.5 MI (0.8 KM) TO RR TRACKS. STATION ON RIGHT
 ME1440'(WEST) DISC IN SOUTH END OF HEADWALL IN NORTHWEST QUAD OF RR CROSSING
 ME1440'25 FT (7.6 M) NORTH OF RAIL OF TWO SETS OF TRACKS RECOVERED IN GOOD
 ME1440'CONDITION AS DESCRIBED IN PREVIOUS DESCRIPTION.
 ME1440
 ME1440                          STATION RECOVERY (2004)
 ME1440
 ME1440'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 ME1440'RECOVERED IN GOOD CONDITION.
 ME1440
 ME1440                          STATION RECOVERY (2006)
 ME1440
 ME1440'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2006 (JDA)
 ME1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0798 ***********************************************************************
 HB0798  DESIGNATION -  J 270
 HB0798  PID         -  HB0798
 HB0798  STATE/COUNTY-  IL/UNION
 HB0798  USGS QUAD   -  ANNA (1978)
 HB0798
 HB0798                         *CURRENT SURVEY CONTROL
 HB0798  ___________________________________________________________________
 HB0798* NAD 83(1986)-  37 23 24.     (N)    089 10 55.     (W)     SCALED    
 HB0798* NAVD 88     -       148.810  (meters)     488.22   (feet)  ADJUSTED  
 HB0798  ___________________________________________________________________
 HB0798  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HB0798  DYNAMIC HT  -         148.704 (meters)     487.87  (feet)  COMP
 HB0798  MODELED GRAV-     979,912.5   (mgal)                       NAVD 88
 HB0798
 HB0798  VERT ORDER  -  FIRST     CLASS I
 HB0798
 HB0798.The horizontal coordinates were scaled from a topographic map and have
 HB0798.an estimated accuracy of +/- 6 seconds.
 HB0798
 HB0798.The orthometric height was determined by differential leveling
 HB0798.and adjusted by the National Geodetic Survey in June 1991..
 HB0798
 HB0798.The geoid height was determined by GEOID03.
 HB0798
 HB0798.The dynamic height is computed by dividing the NAVD 88
 HB0798.geopotential number by the normal gravity value computed on the
 HB0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0798.degrees latitude (g = 980.6199 gals.).
 HB0798
 HB0798.The modeled gravity was interpolated from observed gravity values.
 HB0798
 HB0798;                    North         East    Units  Estimated Accuracy
 HB0798;SPC IL W     -    80,730.      787,200.      MT  (+/- 180 meters Scaled)
 HB0798
 HB0798                          SUPERSEDED SURVEY CONTROL
 HB0798
 HB0798  NGVD 29 (??/??/??)  148.796  (m)          488.17   (f) ADJUSTED    1 1
 HB0798
 HB0798.Superseded values are not recommended for survey control.
 HB0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0798.See file dsdata.txt to determine how the superseded data were derived.
 HB0798
 HB0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG068403(NAD 83)
 HB0798_MARKER: DB = BENCH MARK DISK
 HB0798_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0798_SP_SET: 44.5 FEET
 HB0798_STAMPING: J 270 1969
 HB0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0798+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 HB0798
 HB0798  HISTORY     - Date     Condition        Report By
 HB0798  HISTORY     - 1969     MONUMENTED       CGS
 HB0798  HISTORY     - 20020828 GOOD             USACE
 HB0798
 HB0798                          STATION DESCRIPTION
 HB0798
 HB0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0798'2.4 MI NW FROM DONGOLA.
 HB0798'ABOUT 2.45 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0798'THE STATION AT DONGOLA, IN SECTION 14, T 13 S, R 1 W, 0.5 MILE
 HB0798'NORTHWEST OF MILEPOST 336, 77 FEET NORTHEAST OF THE CENTER OF A
 HB0798'CROSSING OF THE RAILROAD AND A DIRT ROAD, 72 1/2 FEET NORTHEAST
 HB0798'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 27 FEET SOUTHWEST OF
 HB0798'THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS THE TRACK, 16 FEET
 HB0798'SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD WHICH CROSSES THE
 HB0798'TRACK, 46 FEET EAST-NORTHEAST OF A TELEPHONE BOOTH, 49 1/2 FEET
 HB0798'EAST-NORTHEAST OF A TELEPHONE POLE, 13 FEET NORTHEAST OF A TELEPHONE
 HB0798'POLE WHICH IS BRACED BY A GUY WIRE, ABOUT LEVEL WITH THE ROAD, ABOUT
 HB0798'3 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH
 HB0798'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 44 1/2 FEET AND IS
 HB0798'ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 4 INCHES ABOVE THE
 HB0798'SURFACE OF THE GROUND.
 HB0798
 HB0798                          STATION RECOVERY (2002)
 HB0798
 HB0798'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0657 ***********************************************************************
 NH0657  DESIGNATION -  J 271
 NH0657  PID         -  NH0657
 NH0657  STATE/COUNTY-  IL/OGLE
 NH0657  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0657
 NH0657                         *CURRENT SURVEY CONTROL
 NH0657  ___________________________________________________________________
 NH0657* NAD 83(1986)-  42 07 42.     (N)    089 32 23.     (W)     SCALED    
 NH0657* NAVD 88     -       287.447  (meters)     943.07   (feet)  ADJUSTED  
 NH0657  ___________________________________________________________________
 NH0657  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0657  DYNAMIC HT  -         287.351 (meters)     942.75  (feet)  COMP
 NH0657  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 NH0657
 NH0657  VERT ORDER  -  FIRST     CLASS I
 NH0657
 NH0657.The horizontal coordinates were scaled from a topographic map and have
 NH0657.an estimated accuracy of +/- 6 seconds.
 NH0657
 NH0657.The orthometric height was determined by differential leveling
 NH0657.and adjusted by the National Geodetic Survey in June 1991..
 NH0657
 NH0657.The geoid height was determined by GEOID03.
 NH0657
 NH0657.The dynamic height is computed by dividing the NAVD 88
 NH0657.geopotential number by the normal gravity value computed on the
 NH0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0657.degrees latitude (g = 980.6199 gals.).
 NH0657
 NH0657.The modeled gravity was interpolated from observed gravity values.
 NH0657
 NH0657;                    North         East    Units  Estimated Accuracy
 NH0657;SPC IL W     -   606,530.      751,840.      MT  (+/- 180 meters Scaled)
 NH0657
 NH0657                          SUPERSEDED SURVEY CONTROL
 NH0657
 NH0657  NGVD 29 (??/??/92)  287.483  (m)          943.18   (f) ADJ UNCH    1 1
 NH0657
 NH0657.Superseded values are not recommended for survey control.
 NH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0657.See file dsdata.txt to determine how the superseded data were derived.
 NH0657
 NH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM900671(NAD 83)
 NH0657_MARKER: DB = BENCH MARK DISK
 NH0657_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0657_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0657_STAMPING: J 271 1970
 NH0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0657
 NH0657  HISTORY     - Date     Condition        Report By
 NH0657  HISTORY     - 1970     MONUMENTED       NGS
 NH0657  HISTORY     - 1981     POOR             USGS
 NH0657  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0657  HISTORY     - 19960503 MARK NOT FOUND   USPSQD
 NH0657  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 NH0657  HISTORY     - 20041117 MARK NOT FOUND   USPSQD
 NH0657
 NH0657                          STATION DESCRIPTION
 NH0657
 NH0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0657'2 MI E FROM FORRESTON.
 NH0657'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 NH0657'AT FORRESTON, 130 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 NH0657'29 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED
 NH0657'ROAD, 1 FOOT WEST OF A FENCE, 2.6 FEET NORTH OF A METAL WITNESS
 NH0657'POST, ABOUT LEVEL WITH THE GRAVELED ROAD, AND BRAZED ON THE
 NH0657'TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.  SECTION 26,
 NH0657'T25N, R8E
 NH0657
 NH0657                          STATION RECOVERY (1981)
 NH0657
 NH0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NH0657'MARK RECOVERED IN POOR CONDITION.
 NH0657
 NH0657                          STATION RECOVERY (1987)
 NH0657
 NH0657'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0657'MARK NOT FOUND.
 NH0657
 NH0657                          STATION RECOVERY (1996)
 NH0657
 NH0657'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0657'MARK NOT FOUND.
 NH0657
 NH0657                          STATION RECOVERY (2001)
 NH0657
 NH0657'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0657'MARK NOT FOUND.
 NH0657
 NH0657                          STATION RECOVERY (2004)
 NH0657
 NH0657'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0165 ***********************************************************************
 NJ0165  DESIGNATION -  J 272
 NJ0165  PID         -  NJ0165
 NJ0165  STATE/COUNTY-  IL/CARROLL
 NJ0165  USGS QUAD   -  WACKER (1985)
 NJ0165
 NJ0165                         *CURRENT SURVEY CONTROL
 NJ0165  ___________________________________________________________________
 NJ0165* NAD 83(1986)-  42 05 26.     (N)    090 06 43.     (W)     SCALED    
 NJ0165* NAVD 88     -       186.014  (meters)     610.28   (feet)  ADJUSTED  
 NJ0165  ___________________________________________________________________
 NJ0165  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0165  DYNAMIC HT  -         185.950 (meters)     610.07  (feet)  COMP
 NJ0165  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 NJ0165
 NJ0165  VERT ORDER  -  FIRST     CLASS I
 NJ0165
 NJ0165.The horizontal coordinates were scaled from a topographic map and have
 NJ0165.an estimated accuracy of +/- 6 seconds.
 NJ0165
 NJ0165.The orthometric height was determined by differential leveling
 NJ0165.and adjusted by the National Geodetic Survey in June 1991..
 NJ0165
 NJ0165.The geoid height was determined by GEOID03.
 NJ0165
 NJ0165.The dynamic height is computed by dividing the NAVD 88
 NJ0165.geopotential number by the normal gravity value computed on the
 NJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0165.degrees latitude (g = 980.6199 gals.).
 NJ0165
 NJ0165.The modeled gravity was interpolated from observed gravity values.
 NJ0165
 NJ0165;                    North         East    Units  Estimated Accuracy
 NJ0165;SPC IL W     -   602,140.      704,530.      MT  (+/- 180 meters Scaled)
 NJ0165
 NJ0165                          SUPERSEDED SURVEY CONTROL
 NJ0165
 NJ0165  NGVD 29 (??/??/92)  186.045  (m)          610.38   (f) ADJ UNCH    1 1
 NJ0165
 NJ0165.Superseded values are not recommended for survey control.
 NJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0165.See file dsdata.txt to determine how the superseded data were derived.
 NJ0165
 NJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG388638(NAD 83)
 NJ0165_MARKER: DB = BENCH MARK DISK
 NJ0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0165_STAMPING: J 272 1970
 NJ0165_PROJECTION: FLUSH
 NJ0165_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0165+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NJ0165
 NJ0165  HISTORY     - Date     Condition        Report By
 NJ0165  HISTORY     - 1970     MONUMENTED       NGS
 NJ0165  HISTORY     - 19950524 GOOD             USPSQD
 NJ0165  HISTORY     - 19960814 GOOD             SECI
 NJ0165  HISTORY     - 20011203 GOOD             NGS
 NJ0165  HISTORY     - 20030923 GOOD             USPSQD
 NJ0165
 NJ0165                          STATION DESCRIPTION
 NJ0165
 NJ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0165'3.3 MI E FROM SAVANNA.
 NJ0165'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT
 NJ0165'SAVANNA, THENCE 2.45 MILES EAST ALONG U.S. HIGHWAY 52, THENCE
 NJ0165'0.6 MILE SOUTH ALONG GEORGETOWN SCENIC ROAD, ABOUT MIDWAY BETWEEN
 NJ0165'2 POWER POLES, 73 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 NJ0165'61 FEET SOUTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST METAL
 NJ0165'GUARD RAIL ON A BRIDGE OVER A CREEK, 3.8 FEET NORTHEAST OF THE
 NJ0165'MORE SOUTHWESTERLY OF 2 POWER POLES, 1.8 FEET NORTHWEST OF A
 NJ0165'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND BRAZED ON THE
 NJ0165'TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES.  SECTION 12, T24N,
 NJ0165'R3E
 NJ0165
 NJ0165                          STATION RECOVERY (1995)
 NJ0165
 NJ0165'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0165'RECOVERED IN GOOD CONDITION.
 NJ0165
 NJ0165                          STATION RECOVERY (1996)
 NJ0165
 NJ0165'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0165'RECOVERED AS DESCRIBED EXCEPT THAT THE BRIDGE AND GUARDRAIL ARE NO
 NJ0165'LONGER THERE.
 NJ0165
 NJ0165                          STATION RECOVERY (2001)
 NJ0165
 NJ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0165'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0165
 NJ0165                          STATION RECOVERY (2003)
 NJ0165
 NJ0165'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0232 ***********************************************************************
 NG0232  DESIGNATION -  J 273
 NG0232  PID         -  NG0232
 NG0232  STATE/COUNTY-  IL/LAKE
 NG0232  USGS QUAD   -  ZION (1993)
 NG0232
 NG0232                         *CURRENT SURVEY CONTROL
 NG0232  ___________________________________________________________________
 NG0232* NAD 83(1986)-  42 29 01.     (N)    087 48 59.     (W)     SCALED    
 NG0232* NAVD 88     -       181.834  (meters)     596.57   (feet)  ADJUSTED  
 NG0232  ___________________________________________________________________
 NG0232  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NG0232  DYNAMIC HT  -         181.778 (meters)     596.38  (feet)  COMP
 NG0232  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 NG0232
 NG0232  VERT ORDER  -  FIRST     CLASS 0
 NG0232
 NG0232.The horizontal coordinates were scaled from a topographic map and have
 NG0232.an estimated accuracy of +/- 6 seconds.
 NG0232
 NG0232.The orthometric height was determined by differential leveling
 NG0232.and adjusted by the National Geodetic Survey in June 1991..
 NG0232
 NG0232.The geoid height was determined by GEOID03.
 NG0232
 NG0232.The dynamic height is computed by dividing the NAVD 88
 NG0232.geopotential number by the normal gravity value computed on the
 NG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0232.degrees latitude (g = 980.6199 gals.).
 NG0232
 NG0232.The modeled gravity was interpolated from observed gravity values.
 NG0232
 NG0232;                    North         East    Units  Estimated Accuracy
 NG0232;SPC IL E     -   645,950.      342,500.      MT  (+/- 180 meters Scaled)
 NG0232
 NG0232                          SUPERSEDED SURVEY CONTROL
 NG0232
 NG0232  NGVD 29 (??/??/92)  181.93   (m)          596.9    (f) COMPUTED    1 0
 NG0232
 NG0232.Superseded values are not recommended for survey control.
 NG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0232.See file dsdata.txt to determine how the superseded data were derived.
 NG0232
 NG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN329037(NAD 83)
 NG0232_MARKER: DB = BENCH MARK DISK
 NG0232_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NG0232+WITH SETTING: INTO GROUND
 NG0232_STAMPING: J 273 1973
 NG0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0232+STABILITY: SURFACE MOTION
 NG0232
 NG0232  HISTORY     - Date     Condition        Report By
 NG0232  HISTORY     - 1973     MONUMENTED       NGS
 NG0232
 NG0232                          STATION DESCRIPTION
 NG0232
 NG0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0232'0.1 MI N FROM WINTHROP HARBOR.
 NG0232'ABOUT 0.10 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0232'FROM THE CROSSING OF 7TH STREET, 22.3 FEET WEST OF THE WEST RAIL
 NG0232'OF THE MOST WESTERLY MAIN TRACK, 20.9 FEET EAST OF THE EAST RAIL
 NG0232'OF A SPUR TRACK LEADING SOUTH, 16 FEET SOUTHWEST OF A RAILROAD
 NG0232'TELEPHONE BOX, 2.6 FEET NORTH OF A TELEPHONE POLE.  A NGS DISK
 NG0232'AND ON THE TOP OF A 5-FOOT COPPER COATED ROD THAT IS ATTACHED
 NG0232'TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE SURFACE OF THE
 NG0232'GROUND AND ENCASED IN A 6 INCH METAL PIPE WHICH PROJECTS 2/10 FEET.
 NG0232'LOCATED 7/10 FEET SOUTH OF A METAL WITNESS POST ABOUT 2 FEET
 NG0232'BELOW THE LEVEL OF THE RAILROAD.  SECTION 10, T46N, R12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0120 ***********************************************************************
 NG0120  DESIGNATION -  J 274
 NG0120  PID         -  NG0120
 NG0120  STATE/COUNTY-  IL/COOK
 NG0120  USGS QUAD   -  EVANSTON (1995)
 NG0120
 NG0120                         *CURRENT SURVEY CONTROL
 NG0120  ___________________________________________________________________
 NG0120* NAD 83(1997)-  42 03 16.62213(N)    087 40 26.64544(W)     ADJUSTED  
 NG0120* NAVD 88     -       180.082  (meters)     590.82   (feet)  ADJUSTED  
 NG0120  ___________________________________________________________________
 NG0120  X           -     192,491.877 (meters)                     COMP
 NG0120  Y           -  -4,739,138.487 (meters)                     COMP
 NG0120  Z           -   4,250,208.228 (meters)                     COMP
 NG0120  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NG0120  ELLIP HEIGHT-         146.31  (meters)          (02/03/05) GPS OBS
 NG0120  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NG0120  DYNAMIC HT  -         180.024 (meters)     590.63  (feet)  COMP
 NG0120  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 NG0120
 NG0120  HORZ ORDER  -  FIRST
 NG0120  VERT ORDER  -  FIRST     CLASS 0
 NG0120  ELLP ORDER  -  FOURTH    CLASS II
 NG0120
 NG0120.The horizontal coordinates were established by GPS observations
 NG0120.and adjusted by the National Geodetic Survey in April 2001..
 NG0120
 NG0120.The orthometric height was determined by differential leveling
 NG0120.and adjusted by the National Geodetic Survey in June 1991..
 NG0120
 NG0120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0120
 NG0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0120
 NG0120.The ellipsoidal height was determined by GPS observations
 NG0120.and is referenced to NAD 83.
 NG0120
 NG0120.The geoid height was determined by GEOID03.
 NG0120
 NG0120.The dynamic height is computed by dividing the NAVD 88
 NG0120.geopotential number by the normal gravity value computed on the
 NG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0120.degrees latitude (g = 980.6199 gals.).
 NG0120
 NG0120.The modeled gravity was interpolated from observed gravity values.
 NG0120
 NG0120;                    North         East     Units Scale Factor Converg.
 NG0120;SPC IL E     -   598,379.316   354,572.649   MT  1.00001163   +0 26 29.8
 NG0120;SPC IL E     - 1,963,182.81  1,163,293.77   sFT  1.00001163   +0 26 29.8
 NG0120;UTM  16      - 4,656,060.125   444,222.905   MT  0.99963828   -0 27 05.5
 NG0120
 NG0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0120!SPC IL E     -   0.99997705  x   1.00001163  =   0.99998868
 NG0120!UTM  16      -   0.99997705  x   0.99963828  =   0.99961534
 NG0120
 NG0120                          SUPERSEDED SURVEY CONTROL
 NG0120
 NG0120  ELLIP H (04/23/01)  146.32   (m)                       GP(       ) 4 1
 NG0120  NAVD 88 (04/23/01)  180.08   (m)          590.8    (f) LEVELING    3  
 NG0120  NGVD 29 (??/??/92)  180.15   (m)          591.0    (f) COMPUTED    1 0
 NG0120
 NG0120.Superseded values are not recommended for survey control.
 NG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0120.See file dsdata.txt to determine how the superseded data were derived.
 NG0120
 NG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4422356060(NAD 83)
 NG0120_MARKER: DB = BENCH MARK DISK
 NG0120_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 NG0120_SP_SET: WALL
 NG0120_STAMPING: J 274 1973
 NG0120_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0120+STABILITY: POSITION/ELEVATION WELL
 NG0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0120+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2000
 NG0120
 NG0120  HISTORY     - Date     Condition        Report By
 NG0120  HISTORY     - 1973     MONUMENTED       NGS
 NG0120  HISTORY     - 19951119 GOOD             USPSQD
 NG0120  HISTORY     - 20000811 GOOD             PATRIC
 NG0120  HISTORY     - 20011110 GOOD             USPSQD
 NG0120
 NG0120                          STATION DESCRIPTION
 NG0120
 NG0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0120'3.1 MI N FROM EVANSTON.
 NG0120'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTHWESTERN
 NG0120'RAILWAY FROM THE MAIN STREET RAILWAY STATION AT EVANSTON, THENCE
 NG0120'0.9 MILE EAST ALONG NOYES STREET, THENCE 0.2 MILE SOUTH ALONG
 NG0120'SHERIDAN ROAD, THENCE 0.3 MILE EAST THROUGH PARKING LOT AND
 NG0120'CAMPUS TO THE WATER INTAKE AND SCREEN HOUSE LOCATED ABOUT 100
 NG0120'YARDS EAST OF THE MARK W. CRESAP LABORATORY AT NORTHWESTERN
 NG0120'UNIVERSITY, 0.1 MILE NORTH OF THE ENGELHART TOWER BUILDING, 11.3
 NG0120'FEET EAST OF THE EAST CURB OF A DRIVE, 75.7 FEET NORTHEAST OF
 NG0120'AND ACROSS THE DRIVE FROM THE SOUTHEAST CORNER OF THE UTILITY
 NG0120'PLANT BUILDING, SET IN THE TOP AND CENTER OF THE LOWER LEDGE OF
 NG0120'WEST CONCRETE WALL OF WATER INTAKE WHICH IS ON PILING DRIVEN TO
 NG0120'BEDROCK AND ABOUT 1.6 FEET ABOVE THE GROUND.  SECTION 7, T 41 N,
 NG0120'R 14 E.
 NG0120
 NG0120                          STATION RECOVERY (1995)
 NG0120
 NG0120'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0120'RECOVERED IN GOOD CONDITION.
 NG0120
 NG0120                          STATION RECOVERY (2000)
 NG0120
 NG0120'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NG0120'FOUND AS PREVIOUSLY DESCRIBED.  OBSTRUCTIONS ARE SIGNIFICANT AT
 NG0120'STATION.  CAREFUL PLANNING IS NEEDED FOR SUCCESSFUL GPS
 NG0120'OBSERVATIONS.
 NG0120' 
 NG0120'
 NG0120
 NG0120                          STATION RECOVERY (2001)
 NG0120
 NG0120'RECOVERY NOTE BY US POWER SQUADRON 2001 (VMR)
 NG0120'RECOVERED AS DESCRIBED.
 NG0120'GPS LOCATION. L 42 DEGREES 03.3'N LO 087 DEGREES 40.4'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0250 ***********************************************************************
 MF0250  DESIGNATION -  J 28
 MF0250  PID         -  MF0250
 MF0250  STATE/COUNTY-  IL/KANKAKEE
 MF0250  USGS QUAD   -  BUCKINGHAM (1973)
 MF0250
 MF0250                         *CURRENT SURVEY CONTROL
 MF0250  ___________________________________________________________________
 MF0250* NAD 83(1986)-  41 06 16.     (N)    088 12 42.     (W)     SCALED    
 MF0250* NAVD 88     -       186.935  (meters)     613.30   (feet)  ADJUSTED  
 MF0250  ___________________________________________________________________
 MF0250  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MF0250  DYNAMIC HT  -         186.858 (meters)     613.05  (feet)  COMP
 MF0250  MODELED GRAV-     980,211.5   (mgal)                       NAVD 88
 MF0250
 MF0250  VERT ORDER  -  SECOND    CLASS 0
 MF0250
 MF0250.The horizontal coordinates were scaled from a topographic map and have
 MF0250.an estimated accuracy of +/- 6 seconds.
 MF0250
 MF0250.The orthometric height was determined by differential leveling
 MF0250.and adjusted by the National Geodetic Survey in June 1991..
 MF0250
 MF0250.The geoid height was determined by GEOID03.
 MF0250
 MF0250.The dynamic height is computed by dividing the NAVD 88
 MF0250.geopotential number by the normal gravity value computed on the
 MF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0250.degrees latitude (g = 980.6199 gals.).
 MF0250
 MF0250.The modeled gravity was interpolated from observed gravity values.
 MF0250
 MF0250;                    North         East    Units  Estimated Accuracy
 MF0250;SPC IL E     -   492,650.      310,220.      MT  (+/- 180 meters Scaled)
 MF0250
 MF0250                          SUPERSEDED SURVEY CONTROL
 MF0250
 MF0250  NGVD 29 (??/??/92)  187.014  (m)          613.56   (f) ADJ UNCH    2 0
 MF0250
 MF0250.Superseded values are not recommended for survey control.
 MF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0250.See file dsdata.txt to determine how the superseded data were derived.
 MF0250
 MF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL982510(NAD 83)
 MF0250_MARKER: DB = BENCH MARK DISK
 MF0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0250_STAMPING: J 28 1934
 MF0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0250+STABILITY: SURFACE MOTION
 MF0250
 MF0250  HISTORY     - Date     Condition        Report By
 MF0250  HISTORY     - 1934     MONUMENTED       CGS
 MF0250  HISTORY     - 1954     GOOD             NGS
 MF0250  HISTORY     - 1959     MARK NOT FOUND   NGS
 MF0250
 MF0250                          STATION DESCRIPTION
 MF0250
 MF0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0250'2 MI E FROM REDDICK.
 MF0250'ABOUT 2.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MF0250'THE CROSSING OF STATE HIGHWAY 17 AT REDDICK, 3.4 MILES WEST
 MF0250'OF THE ROAD CROSSING AT UNION HILL, 27 FEET NORTHWEST OF THE
 MF0250'CENTER OF THE CROSSING OF A BLACK TOP ROAD LEADING SOUTH
 MF0250'TO CABERY, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 18
 MF0250'FEET NORTH OF THE NORTH RAIL, 1.4 FEET EAST OF CROSSING SIGN,
 MF0250'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 MF0250'3 INCHES BELOW THE SURFACE.
 MF0250
 MF0250                          STATION RECOVERY (1959)
 MF0250
 MF0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1216 ***********************************************************************
 JC1216  DESIGNATION -  J 282
 JC1216  PID         -  JC1216
 JC1216  STATE/COUNTY-  IL/MADISON
 JC1216  USGS QUAD   -  ALTON (1994)
 JC1216
 JC1216                         *CURRENT SURVEY CONTROL
 JC1216  ___________________________________________________________________
 JC1216* NAD 83(1986)-  38 53 43.     (N)    090 07 57.     (W)     SCALED    
 JC1216* NAVD 88     -       160.945  (meters)     528.03   (feet)  ADJUSTED  
 JC1216  ___________________________________________________________________
 JC1216  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JC1216  DYNAMIC HT  -         160.845 (meters)     527.71  (feet)  COMP
 JC1216  MODELED GRAV-     980,008.4   (mgal)                       NAVD 88
 JC1216
 JC1216  VERT ORDER  -  FIRST     CLASS II
 JC1216
 JC1216.The horizontal coordinates were scaled from a topographic map and have
 JC1216.an estimated accuracy of +/- 6 seconds.
 JC1216
 JC1216.The orthometric height was determined by differential leveling
 JC1216.and adjusted by the National Geodetic Survey in June 1991..
 JC1216
 JC1216.The geoid height was determined by GEOID03.
 JC1216
 JC1216.The dynamic height is computed by dividing the NAVD 88
 JC1216.geopotential number by the normal gravity value computed on the
 JC1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1216.degrees latitude (g = 980.6199 gals.).
 JC1216
 JC1216.The modeled gravity was interpolated from observed gravity values.
 JC1216
 JC1216;                    North         East    Units  Estimated Accuracy
 JC1216;SPC IL W     -   247,350.      702,960.      MT  (+/- 180 meters Scaled)
 JC1216
 JC1216                          SUPERSEDED SURVEY CONTROL
 JC1216
 JC1216  NGVD 29 (??/??/??)  160.911  (m)          527.92   (f) ADJUSTED    1 2
 JC1216
 JC1216.Superseded values are not recommended for survey control.
 JC1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1216.See file dsdata.txt to determine how the superseded data were derived.
 JC1216
 JC1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD486090(NAD 83)
 JC1216_MARKER: I = METAL ROD
 JC1216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1216_SP_SET: STAINLESS STEEL ROD
 JC1216_STAMPING: J 282 1981
 JC1216_MARK LOGO: NGS   
 JC1216_PROJECTION: FLUSH
 JC1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1216_ROD/PIPE-DEPTH: 11.2 meters
 JC1216
 JC1216  HISTORY     - Date     Condition        Report By
 JC1216  HISTORY     - 1981     MONUMENTED       NGS
 JC1216
 JC1216                          STATION DESCRIPTION
 JC1216
 JC1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1216'IN ALTON.
 JC1216'IN ALTON, IN THE EAST SECTION OF THE CITY AT THE JUNCTION OF MILTON
 JC1216'ROAD AND BERKELEY AVENUE, IN THE SOUTHWEST LAWN OF HOUSE NUMBER 3511
 JC1216'BERKELY AVENUE, AND ON THE SOUTHWEST SIDE OF A POWER POLE WITH FOUR
 JC1216'GUY WIRES, 8.44 METERS (27.7 FEET) NORTHEAST OF THE NORTHEAST CURB OF
 JC1216'MILTON ROAD, 19.51 METERS (64 FEET) SOUTHEAST OF THE SOUTHEAST CURB OF
 JC1216'MILTON ROAD, 16.16 METERS (52.0 FEET) SOUTHSOUTHWEST OF THE WEST
 JC1216'CORNER OF HOUSE NUMBER 3511, 14.78 METERS (48.5 FEET) EAST SOUTHEAST
 JC1216'OF A FIRE HYDRANT, AND 0.75 METERS (2.5 FEET) SOUTHWEST OF THE POWER
 JC1216'POLE.
 JC1216'THE MARK IS 0.9 M BELOW MILTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1194 ***********************************************************************
 JC1194  DESIGNATION -  J 283
 JC1194  PID         -  JC1194
 JC1194  STATE/COUNTY-  IL/MADISON
 JC1194  USGS QUAD   -  WOOD RIVER (1994)
 JC1194
 JC1194                         *CURRENT SURVEY CONTROL
 JC1194  ___________________________________________________________________
 JC1194* NAD 83(1986)-  38 48 08.     (N)    090 02 38.     (W)     SCALED    
 JC1194* NAVD 88     -       137.677  (meters)     451.70   (feet)  ADJUSTED  
 JC1194  ___________________________________________________________________
 JC1194  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JC1194  DYNAMIC HT  -         137.591 (meters)     451.41  (feet)  COMP
 JC1194  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 JC1194
 JC1194  VERT ORDER  -  FIRST     CLASS II
 JC1194
 JC1194.The horizontal coordinates were scaled from a topographic map and have
 JC1194.an estimated accuracy of +/- 6 seconds.
 JC1194
 JC1194.The orthometric height was determined by differential leveling
 JC1194.and adjusted by the National Geodetic Survey in June 1991..
 JC1194
 JC1194.The geoid height was determined by GEOID03.
 JC1194
 JC1194.The dynamic height is computed by dividing the NAVD 88
 JC1194.geopotential number by the normal gravity value computed on the
 JC1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1194.degrees latitude (g = 980.6199 gals.).
 JC1194
 JC1194.The modeled gravity was interpolated from observed gravity values.
 JC1194
 JC1194;                    North         East    Units  Estimated Accuracy
 JC1194;SPC IL W     -   237,020.      710,670.      MT  (+/- 180 meters Scaled)
 JC1194
 JC1194                          SUPERSEDED SURVEY CONTROL
 JC1194
 JC1194  NGVD 29 (??/??/??)  137.643  (m)          451.58   (f) ADJUSTED    1 2
 JC1194
 JC1194.Superseded values are not recommended for survey control.
 JC1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1194.See file dsdata.txt to determine how the superseded data were derived.
 JC1194
 JC1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC567989(NAD 83)
 JC1194_MARKER: I = METAL ROD
 JC1194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1194_SP_SET: STAINLESS STEEL ROD
 JC1194_STAMPING: J 283 1981
 JC1194_MARK LOGO: NGS   
 JC1194_PROJECTION: FLUSH
 JC1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1194_ROD/PIPE-DEPTH: 9.8  meters
 JC1194
 JC1194  HISTORY     - Date     Condition        Report By
 JC1194  HISTORY     - 1981     MONUMENTED       NGS
 JC1194
 JC1194                          STATION DESCRIPTION
 JC1194
 JC1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1194'8.1 KM (5.05 MI) SE FROM HARTFORD.
 JC1194'3.3 KILOMETERS (2.05 MILES) SOUTH ALONG STATE HIGHWAY 3 FROM THE
 JC1194'JUNCTION OF HAWTHORNE ROAD IN HARTFORD TO THE SOUTH LEVEE OF THE
 JC1194'CAHOKIA DIVERSION CHANNEL, THENCE 4.8 KILOMETERS (3.0 MILES) EAST
 JC1194'ALONG THE TOP OF THE LEVEE TO THE MARK ON THE RIGHT, 2.44 METERS (8.0
 JC1194'FEET) SOUTH OF THE CENTER OF THE LEVEE ROAD, AND 0.39 METERS (1.3
 JC1194'FEET) EAST OF A METAL WITNESS POST.
 JC1194'THE MARK IS 0.39 METERS  W FROM A WITNESS POST.
 JC1194'THE MARK IS 0.1 M BELOW LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1070 ***********************************************************************
 JC1070  CBN         -  This is a Cooperative Base Network Control Station.
 JC1070  DESIGNATION -  J 284
 JC1070  PID         -  JC1070
 JC1070  STATE/COUNTY-  IL/MONROE
 JC1070  USGS QUAD   -  BLOOMSDALE (1993)
 JC1070
 JC1070                         *CURRENT SURVEY CONTROL
 JC1070  ___________________________________________________________________
 JC1070* NAD 83(1997)-  38 05 34.15717(N)    090 11 25.92878(W)     ADJUSTED  
 JC1070* NAVD 88     -       123.425  (meters)     404.94   (feet)  ADJUSTED  
 JC1070  ___________________________________________________________________
 JC1070  X           -     -16,714.324 (meters)                     COMP
 JC1070  Y           -  -5,026,125.470 (meters)                     COMP
 JC1070  Z           -   3,913,615.370 (meters)                     COMP
 JC1070  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JC1070  ELLIP HEIGHT-          93.56  (meters)          (10/15/04) GPS OBS
 JC1070  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JC1070  DYNAMIC HT  -         123.344 (meters)     404.67  (feet)  COMP
 JC1070  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 JC1070
 JC1070  HORZ ORDER  -  B
 JC1070  VERT ORDER  -  FIRST     CLASS II
 JC1070  ELLP ORDER  -  FOURTH    CLASS II
 JC1070
 JC1070.The horizontal coordinates were established by GPS observations
 JC1070.and adjusted by the National Geodetic Survey in July 1998..
 JC1070
 JC1070.The orthometric height was determined by differential leveling
 JC1070.and adjusted by the National Geodetic Survey in June 1991..
 JC1070
 JC1070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1070
 JC1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1070
 JC1070.The ellipsoidal height was determined by GPS observations
 JC1070.and is referenced to NAD 83.
 JC1070
 JC1070.The geoid height was determined by GEOID03.
 JC1070
 JC1070.The dynamic height is computed by dividing the NAVD 88
 JC1070.geopotential number by the normal gravity value computed on the
 JC1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1070.degrees latitude (g = 980.6199 gals.).
 JC1070
 JC1070.The modeled gravity was interpolated from observed gravity values.
 JC1070
 JC1070;                    North         East     Units Scale Factor Converg.
 JC1070;SPC IL W     -   158,272.444   697,906.286   MT  0.99994123   -0 00 53.0
 JC1070;SPC IL W     -   519,265.51  2,289,714.21   sFT  0.99994123   -0 00 53.0
 JC1070;UTM  15      - 4,219,842.098   746,376.025   MT  1.00034766   +1 44 02.9
 JC1070
 JC1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1070!SPC IL W     -   0.99998532  x   0.99994123  =   0.99992655
 JC1070!UTM  15      -   0.99998532  x   1.00034766  =   1.00033297
 JC1070
 JC1070                          SUPERSEDED SURVEY CONTROL
 JC1070
 JC1070  ELLIP H (07/17/98)   93.60   (m)                       GP(       ) 4 1
 JC1070  NAVD 88 (07/17/98)  123.42   (m)          404.9    (f) LEVELING    3  
 JC1070  NGVD 29 (??/??/??)  123.371  (m)          404.76   (f) ADJUSTED    1 2
 JC1070
 JC1070.Superseded values are not recommended for survey control.
 JC1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1070.See file dsdata.txt to determine how the superseded data were derived.
 JC1070
 JC1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4637619842(NAD 83)
 JC1070_MARKER: I = METAL ROD
 JC1070_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JC1070_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JC1070_STAMPING: J 284 1981
 JC1070_MARK LOGO: NGS   
 JC1070_PROJECTION: FLUSH
 JC1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 JC1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1070+STABILITY: POSITION/ELEVATION WELL
 JC1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1070+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1999
 JC1070_ROD/PIPE-DEPTH: 21.9 meters
 JC1070_SLEEVE-DEPTH  : 6.00 meters
 JC1070
 JC1070  HISTORY     - Date     Condition        Report By
 JC1070  HISTORY     - 1981     MONUMENTED       NGS
 JC1070  HISTORY     - 19970403 GOOD             NGS
 JC1070  HISTORY     - 19990830 GOOD             NGS
 JC1070
 JC1070                          STATION DESCRIPTION
 JC1070
 JC1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1070'11.6 KM (7.2 MI) WEST FROM PRAIRIE DU ROCHER.
 JC1070'3.4 KILOMETERS (2.1 MILES) SOUTH-SOUTHWEST ALONG THE LEVEE ON THE WEST
 JC1070'SIDE OF PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE HIGHWAY
 JC1070'155 IN PRAIRIE DU ROCHER, THENCE CONTINUE NORTHWEST ALONG THE SAME
 JC1070'LEVEE FOR 8.2 KILOMETERS (5.1 MILES)TO THE MARK ON THE RIGHT, IN THE
 JC1070'NORTH ANGLE OF A GRAVEL ROAD CROSSING THE LEVEE, 0.08 KILOMETERS (0.05
 JC1070'MILE) NORTHEAST OF THE MONROE AND RANDOLPH COUNTY LINE, 0.08 KILOMETER
 JC1070'(0.05 MILE) SOUTHWEST OF MILE POST NUMBER 5, 5.18 METERS 17.0 FEET)
 JC1070'NORTHEAST OF THE CENTER OF LEVEE ROAD, 10.36 METERS (34.0 FEET)
 JC1070'NORTHWEST OF THE CENTER OF THE GRAVEL ROAD CROSSING AND 0.3 METER (1.0
 JC1070'FOOT) SOUTHEAST OF A METAL WITNESS POST.
 JC1070'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 JC1070'THE MARK IS 0.18 M BELOW LEVEE ROAD.
 JC1070
 JC1070                          STATION RECOVERY (1997)
 JC1070
 JC1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JC1070'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF PRAIRIE DU
 JC1070'ROCHER ON A LEVEE ROAD.  TO REACH FROM THE SOUTHWEST SIDE OF PRAIRIE
 JC1070'DU ROCHER AT THE INTERSECTION OF STATE ROUTE 155 AND THE LEVEE,
 JC1070'PROCEED SOUTHWEST AND SOUTH ALONG THE LEVEE ON THE WEST SIDE OF
 JC1070'PRAIRIE DU ROCHER CREEK FOR 2.1 MI (3.4 KM) TO A POINT WHERE THE LEVEE
 JC1070'TURNS TO THE NORTHWEST, CONTINUE NORTHWEST ALONG THE SAME LEVEE FOR
 JC1070'5.1 MI (8.2 KM) TO THE MARK ON THE RIGHT IN THE NORTH ANGLE OF A
 JC1070'GRAVEL ROAD CROSSING, 0.05 MI (0.08 KM) NORTHWEST OF THE
 JC1070'MONROE/RANDOLPH COUNTY LINE, 5.2 M (17.1 FT) NORTHEAST OF THE CENTER
 JC1070'OF THE LEVEE ROAD, 10.4 M (34.1 FT) NORTHWEST OF THE CENTER OF THE
 JC1070'GRAVEL ROAD CROSSING, 0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 JC1070'POST, AND ABOUT 0.2 M (0.7 FT) BELOW THE LEVEE ROAD.
 JC1070
 JC1070                          STATION RECOVERY (1999)
 JC1070
 JC1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RB)
 JC1070'RECOVERED AS DESCRIBED
 JC1070'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1127 ***********************************************************************
 JC1127  DESIGNATION -  J 285
 JC1127  PID         -  JC1127
 JC1127  STATE/COUNTY-  IL/MONROE
 JC1127  USGS QUAD   -  OAKVILLE (1998)
 JC1127
 JC1127                         *CURRENT SURVEY CONTROL
 JC1127  ___________________________________________________________________
 JC1127* NAD 83(1986)-  38 28 16.     (N)    090 15 59.     (W)     SCALED    
 JC1127* NAVD 88     -       129.441  (meters)     424.67   (feet)  ADJUSTED  
 JC1127  ___________________________________________________________________
 JC1127  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JC1127  DYNAMIC HT  -         129.358 (meters)     424.40  (feet)  COMP
 JC1127  MODELED GRAV-     979,986.5   (mgal)                       NAVD 88
 JC1127
 JC1127  VERT ORDER  -  FIRST     CLASS II
 JC1127
 JC1127.The horizontal coordinates were scaled from a topographic map and have
 JC1127.an estimated accuracy of +/- 6 seconds.
 JC1127
 JC1127.The orthometric height was determined by differential leveling
 JC1127.and adjusted by the National Geodetic Survey in June 1991..
 JC1127
 JC1127.The geoid height was determined by GEOID03.
 JC1127
 JC1127.The dynamic height is computed by dividing the NAVD 88
 JC1127.geopotential number by the normal gravity value computed on the
 JC1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1127.degrees latitude (g = 980.6199 gals.).
 JC1127
 JC1127.The modeled gravity was interpolated from observed gravity values.
 JC1127
 JC1127;                    North         East    Units  Estimated Accuracy
 JC1127;SPC IL W     -   200,270.      691,300.      MT  (+/- 180 meters Scaled)
 JC1127
 JC1127                          SUPERSEDED SURVEY CONTROL
 JC1127
 JC1127  NGVD 29 (??/??/??)  129.399  (m)          424.54   (f) ADJUSTED    1 2
 JC1127
 JC1127.Superseded values are not recommended for survey control.
 JC1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1127.See file dsdata.txt to determine how the superseded data were derived.
 JC1127
 JC1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC384616(NAD 83)
 JC1127_MARKER: I = METAL ROD
 JC1127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1127_SP_SET: STAINLESS STEEL ROD
 JC1127_STAMPING: J 285 1981
 JC1127_MARK LOGO: NGS   
 JC1127_PROJECTION: FLUSH
 JC1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1127_ROD/PIPE-DEPTH: 6.1  meters
 JC1127
 JC1127  HISTORY     - Date     Condition        Report By
 JC1127  HISTORY     - 1981     MONUMENTED       NGS
 JC1127
 JC1127                          STATION DESCRIPTION
 JC1127
 JC1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1127'1.35 KM (0.85 MI) NW FROM COLUMBIA.
 JC1127'1.35 KILOMETERS (0.85 MILES) SOUTHWEST ALONG TOP OF THE MAIN LEVEE
 JC1127'FROM THE JUNCTION OF U.S.HIGHWAY 50 IN THE NORTHWEST SECTION OF
 JC1127'COLUMBIA, 4.27 METERS (14.0 FEET) SOUTHEAST OF THE CENTER OF THE LEVEE
 JC1127'ROAD, 0.45 METERS (1.5 FEET) SOUTHWEST OF A METAL WITNESS POST.
 JC1127'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 JC1127'THE MARK IS 0.15 M BELOW TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1068 ***********************************************************************
 JC1068  DESIGNATION -  J 286
 JC1068  PID         -  JC1068
 JC1068  STATE/COUNTY-  IL/RANDOLPH
 JC1068  USGS QUAD   -  BLOOMSDALE (1993)
 JC1068
 JC1068                         *CURRENT SURVEY CONTROL
 JC1068  ___________________________________________________________________
 JC1068* NAD 83(1986)-  38 05 00.     (N)    090 09 30.     (W)     SCALED    
 JC1068* NAVD 88     -       123.122  (meters)     403.94   (feet)  ADJUSTED  
 JC1068  ___________________________________________________________________
 JC1068  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JC1068  DYNAMIC HT  -         123.040 (meters)     403.67  (feet)  COMP
 JC1068  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 JC1068
 JC1068  VERT ORDER  -  FIRST     CLASS II
 JC1068
 JC1068.The horizontal coordinates were scaled from a topographic map and have
 JC1068.an estimated accuracy of +/- 6 seconds.
 JC1068
 JC1068.The orthometric height was determined by differential leveling
 JC1068.and adjusted by the National Geodetic Survey in June 1991..
 JC1068
 JC1068.The geoid height was determined by GEOID03.
 JC1068
 JC1068.The dynamic height is computed by dividing the NAVD 88
 JC1068.geopotential number by the normal gravity value computed on the
 JC1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1068.degrees latitude (g = 980.6199 gals.).
 JC1068
 JC1068.The modeled gravity was interpolated from observed gravity values.
 JC1068
 JC1068;                    North         East    Units  Estimated Accuracy
 JC1068;SPC IL W     -   157,220.      700,730.      MT  (+/- 180 meters Scaled)
 JC1068
 JC1068                          SUPERSEDED SURVEY CONTROL
 JC1068
 JC1068  NGVD 29 (??/??/??)  123.066  (m)          403.76   (f) ADJUSTED    1 2
 JC1068
 JC1068.Superseded values are not recommended for survey control.
 JC1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1068.See file dsdata.txt to determine how the superseded data were derived.
 JC1068
 JC1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC492188(NAD 83)
 JC1068_MARKER: I = METAL ROD
 JC1068_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1068_SP_SET: STAINLESS STEEL ROD
 JC1068_STAMPING: J 286 1981
 JC1068_MARK LOGO: NGS   
 JC1068_PROJECTION: FLUSH
 JC1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1068_ROD/PIPE-DEPTH: 9.80 meters
 JC1068
 JC1068  HISTORY     - Date     Condition        Report By
 JC1068  HISTORY     - 1981     MONUMENTED       NGS
 JC1068
 JC1068                          STATION DESCRIPTION
 JC1068
 JC1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1068'9.0 KM (5.6 MI) WEST FROM PRAIRIE DU ROCHER.
 JC1068'3.4 KILOMETERS (2.1 MILES)SOUTH-SOUTHWEST ALONG THE LEVEE ON THE WEST
 JC1068'SIDE OF PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE HIGHWAY
 JC1068'155 IN PRAIRIE DU ROCHER, THENCE CONTINUE NORTHWEST ON THE SAME LEVEE
 JC1068'FOR 5.6 KILOMETERS (3.5 MILES) TO THE MARK ON THE RIGHT, AT MILE POST
 JC1068'NUMBER 7, ON THE TOP OF THE LEVEE NEAR THE SOUTH CORNER OF THE FORT
 JC1068'CHARTER STATE PARK, IN LINE WITH THE SOUTHEAST FACE OF A WOOD FRAME
 JC1068'STORAGE SHED, 3.96 METERS (13.0 FEET) NORTHEAST OF THE CENTER OF
 JC1068'LEVEE ROAD, 0.60 METER (2.0 FEET) SOUTHWEST OF CONCRETE MILE POST
 JC1068'NUMBER 7 AND 0.30 METER (1.0 FOOT) NORTHWEST OF A METAL WITNESS POST.
 JC1068'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 JC1068'THE MARK IS 0.30 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1090 ***********************************************************************
 JC1090  DESIGNATION -  J 287
 JC1090  PID         -  JC1090
 JC1090  STATE/COUNTY-  IL/MONROE
 JC1090  USGS QUAD   -  VALMEYER (1993)
 JC1090
 JC1090                         *CURRENT SURVEY CONTROL
 JC1090  ___________________________________________________________________
 JC1090* NAD 83(1986)-  38 18 46.     (N)    090 21 06.     (W)     SCALED    
 JC1090* NAVD 88     -       125.953  (meters)     413.23   (feet)  ADJUSTED  
 JC1090  ___________________________________________________________________
 JC1090  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JC1090  DYNAMIC HT  -         125.871 (meters)     412.96  (feet)  COMP
 JC1090  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 JC1090
 JC1090  VERT ORDER  -  FIRST     CLASS II
 JC1090
 JC1090.The horizontal coordinates were scaled from a topographic map and have
 JC1090.an estimated accuracy of +/- 6 seconds.
 JC1090
 JC1090.The orthometric height was determined by differential leveling
 JC1090.and adjusted by the National Geodetic Survey in June 1991..
 JC1090
 JC1090.The geoid height was determined by GEOID03.
 JC1090
 JC1090.The dynamic height is computed by dividing the NAVD 88
 JC1090.geopotential number by the normal gravity value computed on the
 JC1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1090.degrees latitude (g = 980.6199 gals.).
 JC1090
 JC1090.The modeled gravity was interpolated from observed gravity values.
 JC1090
 JC1090;                    North         East    Units  Estimated Accuracy
 JC1090;SPC IL W     -   182,700.      683,820.      MT  (+/- 180 meters Scaled)
 JC1090
 JC1090                          SUPERSEDED SURVEY CONTROL
 JC1090
 JC1090  NGVD 29 (??/??/??)  125.905  (m)          413.07   (f) ADJUSTED    1 2
 JC1090
 JC1090.Superseded values are not recommended for survey control.
 JC1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1090.See file dsdata.txt to determine how the superseded data were derived.
 JC1090
 JC1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC315438(NAD 83)
 JC1090_MARKER: I = METAL ROD
 JC1090_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1090_SP_SET: STAINLESS STEEL ROD
 JC1090_STAMPING: J 287 1981
 JC1090_MARK LOGO: NGS   
 JC1090_PROJECTION: FLUSH
 JC1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1090_ROD/PIPE-DEPTH: 9.8  meters
 JC1090
 JC1090  HISTORY     - Date     Condition        Report By
 JC1090  HISTORY     - 1981     MONUMENTED       NGS
 JC1090
 JC1090                          STATION DESCRIPTION
 JC1090
 JC1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1090'2.7 KM (1.7 MI) NORTH FROM VALMEYER.
 JC1090'2.7 KILOMETERS (1.7 MILES) NORTH ALONG THE TOP OF THE MAIN LEVEE FROM
 JC1090'THE OLD FOUNTAIN CREEK PUMPING STATION AT VALMEYER TO THE MARK ON THE
 JC1090'RIGHT, 3.66 METERS (12.0 FEET) EAST OF THE CENTER OF THE LEVEE ROAD
 JC1090'AND 0.46 METER (1.5 FEET) SOUTH OF A METAL WITNESS POST.
 JC1090'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 JC1090'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HC0712 ***********************************************************************
 HC0712  DESIGNATION -  J 288
 HC0712  PID         -  HC0712
 HC0712  STATE/COUNTY-  IL/RANDOLPH
 HC0712  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0712
 HC0712                         *CURRENT SURVEY CONTROL
 HC0712  ___________________________________________________________________
 HC0712* NAD 83(1986)-  37 59 36.     (N)    090 01 24.     (W)     SCALED    
 HC0712* NAVD 88     -       121.701  (meters)     399.28   (feet)  ADJUSTED  
 HC0712  ___________________________________________________________________
 HC0712  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HC0712  DYNAMIC HT  -         121.618 (meters)     399.01  (feet)  COMP
 HC0712  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 HC0712
 HC0712  VERT ORDER  -  FIRST     CLASS II
 HC0712
 HC0712.The horizontal coordinates were scaled from a topographic map and have
 HC0712.an estimated accuracy of +/- 6 seconds.
 HC0712
 HC0712.The orthometric height was determined by differential leveling
 HC0712.and adjusted by the National Geodetic Survey in June 1991..
 HC0712
 HC0712.The geoid height was determined by GEOID03.
 HC0712
 HC0712.The dynamic height is computed by dividing the NAVD 88
 HC0712.geopotential number by the normal gravity value computed on the
 HC0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0712.degrees latitude (g = 980.6199 gals.).
 HC0712
 HC0712.The modeled gravity was interpolated from observed gravity values.
 HC0712
 HC0712;                    North         East    Units  Estimated Accuracy
 HC0712;SPC IL W     -   147,240.      712,590.      MT  (+/- 180 meters Scaled)
 HC0712
 HC0712                          SUPERSEDED SURVEY CONTROL
 HC0712
 HC0712  NGVD 29 (??/??/??)  121.638  (m)          399.07   (f) ADJUSTED    1 2
 HC0712
 HC0712.Superseded values are not recommended for survey control.
 HC0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0712.See file dsdata.txt to determine how the superseded data were derived.
 HC0712
 HC0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC613092(NAD 83)
 HC0712_MARKER: I = METAL ROD
 HC0712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC0712_SP_SET: STAINLESS STEEL ROD
 HC0712_STAMPING: J 288 1981
 HC0712_MARK LOGO: NGS   
 HC0712_PROJECTION: FLUSH
 HC0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0712_ROD/PIPE-DEPTH: 9.80 meters
 HC0712
 HC0712  HISTORY     - Date     Condition        Report By
 HC0712  HISTORY     - 1981     MONUMENTED       NGS
 HC0712
 HC0712                          STATION DESCRIPTION
 HC0712
 HC0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HC0712'14.25 KM (8.85 MI) SOUT FROM PRAIRIE DU ROCHER.
 HC0712'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG THE SOUTH MAIN LEVEE FROM THE
 HC0712'INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER TO A BEND IN
 HC0712'THE LEVEE, THENCE 10.55 KILOMETERS (6.55 MILES)SOUTHEAST ALONG THE TOP
 HC0712'OF THE MAIN LEVEE TO THE MARK ON THE LEFT, 2.90 METERS (9.5
 HC0712'FEET)NORTHEAST OF THE CENTER OF THE LEVEE ROAD AND 0.46 METER (1.5
 HC0712'FEET) SOUTHEAST OF A METAL WITNESS POST.
 HC0712'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 HC0712'THE MARK IS ABOVE LEVEL WITH TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1390 ***********************************************************************
 HB1390  DESIGNATION -  J 289
 HB1390  PID         -  HB1390
 HB1390  STATE/COUNTY-  IL/RANDOLPH
 HB1390  USGS QUAD   -  BELGIQUE (1993)
 HB1390
 HB1390                         *CURRENT SURVEY CONTROL
 HB1390  ___________________________________________________________________
 HB1390* NAD 83(1986)-  37 51 27.     (N)    089 46 01.     (W)     SCALED    
 HB1390* NAVD 88     -       118.843  (meters)     389.90   (feet)  ADJUSTED  
 HB1390  ___________________________________________________________________
 HB1390  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HB1390  DYNAMIC HT  -         118.761 (meters)     389.63  (feet)  COMP
 HB1390  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 HB1390
 HB1390  VERT ORDER  -  FIRST     CLASS II
 HB1390
 HB1390.The horizontal coordinates were scaled from a topographic map and have
 HB1390.an estimated accuracy of +/- 6 seconds.
 HB1390
 HB1390.The orthometric height was determined by differential leveling
 HB1390.and adjusted by the National Geodetic Survey in June 1991..
 HB1390
 HB1390.The geoid height was determined by GEOID03.
 HB1390
 HB1390.The dynamic height is computed by dividing the NAVD 88
 HB1390.geopotential number by the normal gravity value computed on the
 HB1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1390.degrees latitude (g = 980.6199 gals.).
 HB1390
 HB1390.The modeled gravity was interpolated from observed gravity values.
 HB1390
 HB1390;                    North         East    Units  Estimated Accuracy
 HB1390;SPC IL W     -   132,230.      735,170.      MT  (+/- 180 meters Scaled)
 HB1390
 HB1390                          SUPERSEDED SURVEY CONTROL
 HB1390
 HB1390  NGVD 29 (??/??/??)  118.772  (m)          389.67   (f) ADJUSTED    1 2
 HB1390
 HB1390.Superseded values are not recommended for survey control.
 HB1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1390.See file dsdata.txt to determine how the superseded data were derived.
 HB1390
 HB1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG565936(NAD 83)
 HB1390_MARKER: I = METAL ROD
 HB1390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1390_SP_SET: STAINLESS STEEL ROD
 HB1390_STAMPING: J 289 1981
 HB1390_MARK LOGO: NGS   
 HB1390_PROJECTION: FLUSH
 HB1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1390_ROD/PIPE-DEPTH: 9.80 meters
 HB1390
 HB1390  HISTORY     - Date     Condition        Report By
 HB1390  HISTORY     - 1981     MONUMENTED       NGS
 HB1390
 HB1390                          STATION DESCRIPTION
 HB1390
 HB1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1390'9.4 KM (5.85 MI) SE FROM CHESTER.
 HB1390'1.35 KILOMETERS (0.85 MILE) SOUTHWEST ALONG ILLINOIS STATE HIGHWAY 150
 HB1390'AND MISSOURI STATE HIGHWAY 51 FROM THE JUNCTION OF REILY LAKE ROAD AND
 HB1390'THE TOLL BOOTH OF THE BRIDGE IN CHESTER, THENCE 8.0 KILOMETERS (5.0
 HB1390'MILES) SOUTHEAST ALONG THE TOP OF THE MAIN LEVEE TO THE MARK ON THE
 HB1390'RIGHT, 0.1 KILOMETER (0.05 MILE) NORTHWEST OF A DIRT ROAD CROSSING THE
 HB1390'LEVEE, 3.66 METERS (12.0 FEET) SOUTHWEST OF THE CENTER OF THE CENTER
 HB1390'OF THE LEVEE ROAD AND 0.46 METER (1.5 FEET) SOUTHEAST OF A METAL
 HB1390'WITNESS POST.
 HB1390'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 HB1390'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0356 ***********************************************************************
 MF0356  DESIGNATION -  J 29
 MF0356  PID         -  MF0356
 MF0356  STATE/COUNTY-  IL/LA SALLE
 MF0356  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0356
 MF0356                         *CURRENT SURVEY CONTROL
 MF0356  ___________________________________________________________________
 MF0356* NAD 83(1986)-  41 06 52.     (N)    088 49 36.     (W)     SCALED    
 MF0356* NAVD 88     -       187.896  (meters)     616.46   (feet)  ADJUSTED  
 MF0356  ___________________________________________________________________
 MF0356  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MF0356  DYNAMIC HT  -         187.819 (meters)     616.20  (feet)  COMP
 MF0356  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 MF0356
 MF0356  VERT ORDER  -  SECOND    CLASS 0
 MF0356
 MF0356.The horizontal coordinates were scaled from a topographic map and have
 MF0356.an estimated accuracy of +/- 6 seconds.
 MF0356
 MF0356.The orthometric height was determined by differential leveling
 MF0356.and adjusted by the National Geodetic Survey in June 1991..
 MF0356
 MF0356.The geoid height was determined by GEOID03.
 MF0356
 MF0356.The dynamic height is computed by dividing the NAVD 88
 MF0356.geopotential number by the normal gravity value computed on the
 MF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0356.degrees latitude (g = 980.6199 gals.).
 MF0356
 MF0356.The modeled gravity was interpolated from observed gravity values.
 MF0356
 MF0356;                    North         East    Units  Estimated Accuracy
 MF0356;SPC IL E     -   493,870.      258,570.      MT  (+/- 180 meters Scaled)
 MF0356
 MF0356                          SUPERSEDED SURVEY CONTROL
 MF0356
 MF0356  NGVD 29 (??/??/92)  187.957  (m)          616.66   (f) ADJ UNCH    2 0
 MF0356
 MF0356.Superseded values are not recommended for survey control.
 MF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0356.See file dsdata.txt to determine how the superseded data were derived.
 MF0356
 MF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL466530(NAD 83)
 MF0356_MARKER: DB = BENCH MARK DISK
 MF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0356_STAMPING: J 29 1934
 MF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0356+STABILITY: SURFACE MOTION
 MF0356
 MF0356  HISTORY     - Date     Condition        Report By
 MF0356  HISTORY     - 1934     MONUMENTED       CGS
 MF0356  HISTORY     - 1941     GOOD             NGS
 MF0356  HISTORY     - 1941     GOOD             NGS
 MF0356  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF0356  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF0356
 MF0356                          STATION DESCRIPTION
 MF0356
 MF0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MF0356'0.7 MI S FROM STREATOR.
 MF0356'0.7 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 MF0356'FROM THE POST OFFICE AT STREATOR, LA SALLE COUNTY, 3 POLES NORTH
 MF0356'OF THE CROSSING OF THE WABASH RAILWAY, AT THE LUNDY STREET CROSSING,
 MF0356'30 FEET WEST OF THE CENTERLINE OF THE WEST TRACK, 24 FEET SOUTH
 MF0356'OF THE STREET, IN THE TERRACE BETWEEN THE STREET AND THE SIDEWALK,
 MF0356'AND 1.5 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED J 29
 MF0356'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0356
 MF0356                          STATION RECOVERY (1941)
 MF0356
 MF0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MF0356'RECOVERED IN GOOD CONDITION.
 MF0356
 MF0356                          STATION RECOVERY (1997)
 MF0356
 MF0356'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0356'MARK NOT FOUND.
 MF0356
 MF0356                          STATION RECOVERY (2002)
 MF0356
 MF0356'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1368 ***********************************************************************
 HB1368  CBN         -  This is a Cooperative Base Network Control Station.
 HB1368  DESIGNATION -  J 290
 HB1368  PID         -  HB1368
 HB1368  STATE/COUNTY-  IL/JACKSON
 HB1368  USGS QUAD   -  ALTENBURG (1994)
 HB1368
 HB1368                         *CURRENT SURVEY CONTROL
 HB1368  ___________________________________________________________________
 HB1368* NAD 83(1997)-  37 42 31.87654(N)    089 31 41.68751(W)     ADJUSTED  
 HB1368* NAVD 88     -       116.051  (meters)     380.74   (feet)  ADJUSTED  
 HB1368  ___________________________________________________________________
 HB1368  X           -      41,598.642 (meters)                     COMP
 HB1368  Y           -  -5,052,157.404 (meters)                     COMP
 HB1368  Z           -   3,879,981.929 (meters)                     COMP
 HB1368  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 HB1368  ELLIP HEIGHT-          87.00  (meters)          (09/15/03) GPS OBS
 HB1368  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HB1368  DYNAMIC HT  -         115.970 (meters)     380.48  (feet)  COMP
 HB1368  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 HB1368
 HB1368  HORZ ORDER  -  B
 HB1368  VERT ORDER  -  FIRST     CLASS II
 HB1368  ELLP ORDER  -  FOURTH    CLASS I
 HB1368
 HB1368.The horizontal coordinates were established by GPS observations
 HB1368.and adjusted by the National Geodetic Survey in July 1998..
 HB1368
 HB1368.The orthometric height was determined by differential leveling
 HB1368.and adjusted by the National Geodetic Survey in June 1991..
 HB1368
 HB1368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1368
 HB1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1368
 HB1368.The ellipsoidal height was determined by GPS observations
 HB1368.and is referenced to NAD 83.
 HB1368
 HB1368.The geoid height was determined by GEOID03.
 HB1368
 HB1368.The dynamic height is computed by dividing the NAVD 88
 HB1368.geopotential number by the normal gravity value computed on the
 HB1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1368.degrees latitude (g = 980.6199 gals.).
 HB1368
 HB1368.The modeled gravity was interpolated from observed gravity values.
 HB1368
 HB1368;                    North         East     Units Scale Factor Converg.
 HB1368;SPC IL W     -   115,848.264   756,291.959   MT  0.99998019   +0 23 25.8
 HB1368;SPC IL W     -   380,078.85  2,481,267.87   sFT  0.99998019   +0 23 25.8
 HB1368;UTM  16      - 4,176,521.298   277,133.631   MT  1.00021182   -1 32 49.3
 HB1368
 HB1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1368!SPC IL W     -   0.99998635  x   0.99998019  =   0.99996654
 HB1368!UTM  16      -   0.99998635  x   1.00021182  =   1.00019817
 HB1368
 HB1368                          SUPERSEDED SURVEY CONTROL
 HB1368
 HB1368  ELLIP H (07/17/98)   86.99   (m)                       GP(       ) 4 1
 HB1368  NAVD 88 (07/17/98)  116.05   (m)          380.7    (f) LEVELING    3  
 HB1368  NGVD 29 (??/??/??)  115.968  (m)          380.47   (f) ADJUSTED    1 2
 HB1368
 HB1368.Superseded values are not recommended for survey control.
 HB1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1368.See file dsdata.txt to determine how the superseded data were derived.
 HB1368
 HB1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG7713476521(NAD 83)
 HB1368_MARKER: I = METAL ROD
 HB1368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1368_SP_SET: STAINLESS STEEL ROD
 HB1368_STAMPING: J 290 1981
 HB1368_MARK LOGO: NGS   
 HB1368_PROJECTION: FLUSH
 HB1368_MAGNETIC: I = MARKER IS A STEEL ROD
 HB1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1368+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004
 HB1368_ROD/PIPE-DEPTH: 9.8  meters
 HB1368
 HB1368  HISTORY     - Date     Condition        Report By
 HB1368  HISTORY     - 1981     MONUMENTED       NGS
 HB1368  HISTORY     - 19970304 GOOD             NGS
 HB1368  HISTORY     - 19980909 GOOD             ILDT
 HB1368  HISTORY     - 20020805 GOOD             NGS
 HB1368  HISTORY     - 20040603 GOOD             MSAM
 HB1368
 HB1368                          STATION DESCRIPTION
 HB1368
 HB1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1368'23.3 KM (14.5 MI) SE FROM CORA.
 HB1368'8.1 KILOMETERS (5.05 MILES) SOUTH ALONG TOP OF THE MAIN LEVEE FROM THE
 HB1368'INTERSECTION OF THE MISSOURI PACIFIC RAILROAD IN CORA TO A BEND IN THE
 HB1368'LEVEE, THENCE 15.2 KILOMETERS (9.45 MILES) SOUTHEAST ALONG TOP OF THE
 HB1368'MAIN LEVEE TO THE MARK ON THE LEFT BETWEEN THE CROSSING OF TWO LARGE
 HB1368'PIPES FROM A WATER LEVEL PUMPING STATION, ALSO 4.0 KILOMETERS (2.5
 HB1368'MILES ) SOUTHWEST ALONG COUNTY ROAD 9 FROM THE POST OFFICE IN GORHAM,
 HB1368'THENCE 0.3 KILOMETERS (0.2 MILE) SOUTH ALONG A GRAVELED ROAD TO TOP OF
 HB1368'THE LEVEE, 3.50 METERS (11.5 FEET) NORTH OF THE CENTER OF LEVEE ROAD,
 HB1368'3.29 METERS (10.8 FEET) EAST OF A VENT PIPE OF THE WEST PIPE,
 HB1368'2.83 METERS (9.3 FEET) WEST OF A VENT PIPE OF THE EAST PIPE.
 HB1368'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1368'THE MARK IS ABOVE LEVEL WITH TOP OF THE LEVEE.
 HB1368
 HB1368                          STATION RECOVERY (1997)
 HB1368
 HB1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 HB1368'THE STATION IS ABOUT 2.7 MI (4.3 KM) SOUTHWEST OF GORHAM AT A
 HB1368'CROSSROAD ON THE LEVEE ROAD.  TO REACH FROM THE POST OFFICE IN GORHAM,
 HB1368'PROCEED WEST AND SOUTH ON COUNTY ROAD 9 FOR 2.5 MI (4.0 KM) TO A ROAD
 HB1368'LEFT, SOUTH, JUST AFTER CROSSING A SMALL BRIDGE.  TURN LEFT FOR 0.2 MI
 HB1368'(0.3 KM) TO THE TOP OF THE LEVEE AND THE STATION ON THE LEFT, 53.0 M
 HB1368'(173.9 FT) EAST NORTHEAST OF THE ROAD INTERSECTION, MIDWAY BETWEEN AND
 HB1368'ACROSS LEVEE ROAD FROM TWO 0.25 M (0.82 FT) AIR VALVE PIPES, 3.8 M
 HB1368'(12.5 FT) NORTH OF LEVEE ROAD, 8.0 M (26.2 FT) NORTHWEST OF THE
 HB1368'EASTERLY VALVE, 8.6 M (28.2 FT) NORTHEAST OF THE WESTERLY VALVE, 0.3 M
 HB1368'(1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, AND ABOUT LEVEL WITH
 HB1368'THE LEVEE ROAD.
 HB1368
 HB1368                          STATION RECOVERY (1998)
 HB1368
 HB1368'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (DB)
 HB1368'RECOVERED AS DESCRIBED
 HB1368
 HB1368                          STATION RECOVERY (2002)
 HB1368
 HB1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JK)
 HB1368'RECOVERED IN GOOD CONDITION.
 HB1368
 HB1368                          STATION RECOVERY (2004)
 HB1368
 HB1368'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 HB1368'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 HB1368'RECOVERED AS DESCRIBED 2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1301 ***********************************************************************
 HB1301  HT_MOD      -  This is a Height Modernization Survey Station.
 HB1301  FBN         -  This is a Federal Base Network Control Station.
 HB1301  DESIGNATION -  J 291
 HB1301  PID         -  HB1301
 HB1301  STATE/COUNTY-  IL/ALEXANDER
 HB1301  USGS QUAD   -  MC CLURE (1993)
 HB1301
 HB1301                         *CURRENT SURVEY CONTROL
 HB1301  ___________________________________________________________________
 HB1301* NAD 83(1997)-  37 19 35.97696(N)    089 25 27.99986(W)     ADJUSTED  
 HB1301* NAVD 88     -       110.00   (meters)     360.9    (feet)  GPS OBS   
 HB1301  ___________________________________________________________________
 HB1301  X           -      51,010.966 (meters)                     COMP
 HB1301  Y           -  -5,077,901.774 (meters)                     COMP
 HB1301  Z           -   3,846,333.204 (meters)                     COMP
 HB1301  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 HB1301  ELLIP HEIGHT-          81.59  (meters)          (09/15/03) GPS OBS
 HB1301  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB1301
 HB1301  HORZ ORDER  -  B
 HB1301  ELLP ORDER  -  FOURTH    CLASS I
 HB1301
 HB1301.The horizontal coordinates were established by GPS observations
 HB1301.and adjusted by the National Geodetic Survey in July 1998..
 HB1301
 HB1301.The orthometric height was determined by GPS observations and a
 HB1301.high-resolution geoid model using precise GPS observation and
 HB1301.processing techniques. It supersedes the leveled height previously
 HB1301.determined for this station.
 HB1301
 HB1301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1301
 HB1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1301
 HB1301.The ellipsoidal height was determined by GPS observations
 HB1301.and is referenced to NAD 83.
 HB1301
 HB1301.The geoid height was determined by GEOID03.
 HB1301
 HB1301;                    North         East     Units Scale Factor Converg.
 HB1301;SPC IL W     -    73,498.540   765,779.369   MT  0.99999446   +0 27 00.2
 HB1301;SPC IL W     -   241,136.46  2,512,394.48   sFT  0.99999446   +0 27 00.2
 HB1301;UTM  16      - 4,133,867.548   285,191.665   MT  1.00016843   -1 28 14.3
 HB1301
 HB1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1301!SPC IL W     -   0.99998720  x   0.99999446  =   0.99998166
 HB1301!UTM  16      -   0.99998720  x   1.00016843  =   1.00015562
 HB1301
 HB1301                          SUPERSEDED SURVEY CONTROL
 HB1301
 HB1301  ELLIP H (08/22/02)   81.65   (m)                       GP(       ) 3 1
 HB1301  ELLIP H (07/17/98)   81.66   (m)                       GP(       ) 4 1
 HB1301  NAVD 88 (03/16/04)  109.91   (m)          360.6    (f) LEVELING    3  
 HB1301  NAVD 88 (02/11/04)  109.96   (m)          360.8    (f) LEVELING    3  
 HB1301  NAVD 88 (07/17/98)  109.96   (m)          360.8    (f) LEVELING    3  
 HB1301
 HB1301.Superseded values are not recommended for survey control.
 HB1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1301.See file dsdata.txt to determine how the superseded data were derived.
 HB1301
 HB1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8519233868(NAD 83)
 HB1301_MARKER: I = METAL ROD
 HB1301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1301_SP_SET: STAINLESS STEEL ROD
 HB1301_STAMPING: J 291 1981
 HB1301_MARK LOGO: NGS   
 HB1301_PROJECTION: FLUSH
 HB1301_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1301+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 HB1301_ROD/PIPE-DEPTH: 9.70 meters
 HB1301
 HB1301  HISTORY     - Date     Condition        Report By
 HB1301  HISTORY     - 1981     MONUMENTED       NGS
 HB1301  HISTORY     - 19970303 GOOD             NGS
 HB1301  HISTORY     - 19980909 GOOD             ILDT
 HB1301  HISTORY     - 20010507 GOOD             NGS
 HB1301  HISTORY     - 20010507 GOOD             USACE
 HB1301  HISTORY     - 20011007 GOOD             3001
 HB1301  HISTORY     - 20020514 GOOD             EMCINC
 HB1301  HISTORY     - 20020805 GOOD             NGS
 HB1301  HISTORY     - 20020828 GOOD             USACE
 HB1301  HISTORY     - 20030723 GOOD             ILDT
 HB1301
 HB1301                          STATION DESCRIPTION
 HB1301
 HB1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1301'2.5 KM (1.15 MI) NE FROM MCCLURE.
 HB1301'0.7 KILOMETER (0.45 MILE) NORTHEAST ALONG STATE HIGHWAYS 3 AND 146
 HB1301'FROM THE MCCLURE ELEMENTARY SCHOOL IN MCCLURE, THENCE 0.2 KILOMETER
 HB1301'(0.1 MILE) NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.8 KILOMETER (0.5
 HB1301'MILE) NORTHWEST ALONG THE LEVEE ROAD TO THE MARK ON THE RIGHT, 0.5
 HB1301'KILOMETER (0.3 MILE) SOUTH OF A GRAVELED ROAD INTERSECTION CROSSING
 HB1301'THE LEVEE ROAD, 40.84 METERS (134.0 FEET) NORTHWEST OF THE WEST WOODEN
 HB1301'CORNER POST OF A BARBED WIRE FENCE OF A FARM FIELD, 3.04 METERS (10.0
 HB1301'FEET) SOUTHEAST OF THE CENTER OF LEVEE ROAD.
 HB1301'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 HB1301'THE MARK IS 0.18 M BELOW LEVEE ROAD.
 HB1301
 HB1301                          STATION RECOVERY (1997)
 HB1301
 HB1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 HB1301'THE STATION IS APPROXIMATELY 1.1 MILES (1.8 KM) NORTHEAST OF MCCLURE.
 HB1301'TO REACH FROM THE MCCLURE ELEMENTRY SCHOOL ON STATE HIGHWAYS 3 AND 146
 HB1301'IN MCCLURE, PROCEED NORTHEAST FOR 0.45 MI (0.72 KM) TO A ROAD LEFT,
 HB1301'TURN LEFT, NORTHWEST, FOR 0.1 MI (0.2 KM) TO THE LEVEE ROAD, TURN
 HB1301'RIGHT, NORTHEAST, FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT, 3.0
 HB1301'M (9.8 FT) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, AND 0.4 M (1.3
 HB1301'FT) WEST OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS TO THE STATION
 HB1301'POINT IS THROUGH A 5 INCH ACCESS COVER.
 HB1301
 HB1301                          STATION RECOVERY (1998)
 HB1301
 HB1301'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (DB)
 HB1301'RECOVERED AS DESCRIBED
 HB1301
 HB1301                          STATION RECOVERY (2001)
 HB1301
 HB1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMH)
 HB1301'RECOVERED IN GOOD CONDITION.
 HB1301
 HB1301                          STATION RECOVERY (2001)
 HB1301
 HB1301'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (JMH)
 HB1301'CONTROL STATION FBN.  MARK IS RECOVERED IN GOOD CONDITION.
 HB1301
 HB1301                          STATION RECOVERY (2001)
 HB1301
 HB1301'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 HB1301'THE STATION IS LOCATED IN ALEXANDER COUNTY/IL, 1.15 MILES NORTHEAST
 HB1301'FROM MCCLURE, 0.054
 HB1301'MILES FROM THE INTERSECTION OF ILLINOIS ROUTE 3 AND DEVILS BRIDGE
 HB1301'ROAD.
 HB1301' 
 HB1301'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 3 AND 146 IN
 HB1301'MCCLURE, PROCEED
 HB1301'NORTHWEST FOR 0.45 MILES TO A ROAD ON LEFT.  TURN LEFT (NORTHWEST) FOR
 HB1301'0.1 MILES TO THE
 HB1301'LEVEE ROAD.  TURN RIGHT (NORTHEAST) FOR 0.5 MILES TO THE STATION ON
 HB1301'THE RIGHT.
 HB1301' 
 HB1301'THE STATION IS 9.8 FEET SOUTHEAST OF THE CENTER OF THE LEVEE ROAD.  NO
 HB1301'WITNESS POST WAS
 HB1301'FOUND.  THE DATUM POINT IS THE DIMPLE ON A STAINLESS STEEL METAL ROD.
 HB1301'ACCESS TO THE
 HB1301'STATION POINT IS THROUGH A 5 INCH ACCESS COVER.
 HB1301' 
 HB1301'
 HB1301
 HB1301                          STATION RECOVERY (2002)
 HB1301
 HB1301'RECOVERY NOTE BY EMC INCORPORATED 2002 (WB)
 HB1301'FOUND AS DESCRIBED.
 HB1301' 
 HB1301'
 HB1301
 HB1301                          STATION RECOVERY (2002)
 HB1301
 HB1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JK)
 HB1301'RECOVERED IN GOOD CONDITION.
 HB1301
 HB1301                          STATION RECOVERY (2002)
 HB1301
 HB1301'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB1301'RECOVERED IN GOOD CONDITION.
 HB1301
 HB1301                          STATION RECOVERY (2003)
 HB1301
 HB1301'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (MAW)
 HB1301'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1302 ***********************************************************************
 HB1302  DESIGNATION -  J 292
 HB1302  PID         -  HB1302
 HB1302  STATE/COUNTY-  IL/ALEXANDER
 HB1302  USGS QUAD   -  MC CLURE (1993)
 HB1302
 HB1302                         *CURRENT SURVEY CONTROL
 HB1302  ___________________________________________________________________
 HB1302* NAD 83(1986)-  37 20 17.     (N)    089 24 51.     (W)     SCALED    
 HB1302* NAVD 88     -       110.198  (meters)     361.54   (feet)  ADJUSTED  
 HB1302  ___________________________________________________________________
 HB1302  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HB1302  DYNAMIC HT  -         110.120 (meters)     361.29  (feet)  COMP
 HB1302  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 HB1302
 HB1302  VERT ORDER  -  FIRST     CLASS II
 HB1302
 HB1302.The horizontal coordinates were scaled from a topographic map and have
 HB1302.an estimated accuracy of +/- 6 seconds.
 HB1302
 HB1302.The orthometric height was determined by differential leveling
 HB1302.and adjusted by the National Geodetic Survey in June 1991..
 HB1302
 HB1302.The geoid height was determined by GEOID03.
 HB1302
 HB1302.The dynamic height is computed by dividing the NAVD 88
 HB1302.geopotential number by the normal gravity value computed on the
 HB1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1302.degrees latitude (g = 980.6199 gals.).
 HB1302
 HB1302.The modeled gravity was interpolated from observed gravity values.
 HB1302
 HB1302;                    North         East    Units  Estimated Accuracy
 HB1302;SPC IL W     -    74,770.      766,680.      MT  (+/- 180 meters Scaled)
 HB1302
 HB1302                          SUPERSEDED SURVEY CONTROL
 HB1302
 HB1302  NGVD 29 (??/??/??)  110.098  (m)          361.21   (f) ADJUSTED    1 2
 HB1302
 HB1302.Superseded values are not recommended for survey control.
 HB1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1302.See file dsdata.txt to determine how the superseded data were derived.
 HB1302
 HB1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG861351(NAD 83)
 HB1302_MARKER: I = METAL ROD
 HB1302_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1302_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1302_STAMPING: J 292 1981
 HB1302_MARK LOGO: NGS   
 HB1302_PROJECTION: FLUSH
 HB1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1302+STABILITY: POSITION/ELEVATION WELL
 HB1302
 HB1302  HISTORY     - Date     Condition        Report By
 HB1302  HISTORY     - 1981     MONUMENTED       NGS
 HB1302
 HB1302                          STATION DESCRIPTION
 HB1302
 HB1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1302'3.3 KM (2.05 MI) NE FROM MCCLURE.
 HB1302'0.7 KILOMETER (0.45 MILE) NORTHEAST ALONG STATE HIGHWAYS 3 AND 146
 HB1302'FROM THE MCCLURE ELEMENTARY SCHOOL IN MCCLURE, THENCE 0.2 KILOMETER
 HB1302'(0.1 MILE) NORTHWEST ALONG A GRAVELED ROAD, THENCE 2.4 KILOMETER (1.5
 HB1302'MILES) NORTH ALONG THE LEVEE ROAD TO THE MARK ON THE RIGHT, ON THE
 HB1302'NORTHEAST SIDE OF THE JUNCTION OF A FARM ROAD LEADING SOUTH,
 HB1302'7.31 METERS (24.0 FEET) NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 HB1302'FARM ROAD, 3.65 METERS (12.0 FEET) SOUTHEAST OF THE CENTER OF LEVEE
 HB1302'ROAD.
 HB1302'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1302'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1649 ***********************************************************************
 JA1649  DESIGNATION -  J 294
 JA1649  PID         -  JA1649
 JA1649  STATE/COUNTY-  IL/LAWRENCE
 JA1649  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1649
 JA1649                         *CURRENT SURVEY CONTROL
 JA1649  ___________________________________________________________________
 JA1649* NAD 83(1986)-  38 43 46.     (N)    087 40 27.     (W)     SCALED    
 JA1649* NAVD 88     -       129.697  (meters)     425.51   (feet)  ADJUSTED  
 JA1649  ___________________________________________________________________
 JA1649  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JA1649  DYNAMIC HT  -         129.618 (meters)     425.26  (feet)  COMP
 JA1649  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 JA1649
 JA1649  VERT ORDER  -  FIRST     CLASS II
 JA1649
 JA1649.The horizontal coordinates were scaled from a topographic map and have
 JA1649.an estimated accuracy of +/- 6 seconds.
 JA1649
 JA1649.The orthometric height was determined by differential leveling
 JA1649.and adjusted by the National Geodetic Survey in June 1991..
 JA1649
 JA1649.The geoid height was determined by GEOID03.
 JA1649
 JA1649.The dynamic height is computed by dividing the NAVD 88
 JA1649.geopotential number by the normal gravity value computed on the
 JA1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1649.degrees latitude (g = 980.6199 gals.).
 JA1649
 JA1649.The modeled gravity was interpolated from observed gravity values.
 JA1649
 JA1649;                    North         East    Units  Estimated Accuracy
 JA1649;SPC IL E     -   229,150.      357,320.      MT  (+/- 180 meters Scaled)
 JA1649
 JA1649                          SUPERSEDED SURVEY CONTROL
 JA1649
 JA1649.No superseded survey control is available for this station.
 JA1649
 JA1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH414869(NAD 83)
 JA1649_MARKER: I = METAL ROD
 JA1649_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JA1649+WITH SETTING: INFORMATION.
 JA1649_SP_SET: SHALLOW-SET METAL ROD
 JA1649_STAMPING: J 294 1986
 JA1649_MARK LOGO: NGS   
 JA1649_PROJECTION: RECESSED 2 CENTIMETERS
 JA1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1649_ROD/PIPE-DEPTH: 1.7  meters
 JA1649
 JA1649  HISTORY     - Date     Condition        Report By
 JA1649  HISTORY     - 1986     MONUMENTED       NGS
 JA1649
 JA1649                          STATION DESCRIPTION
 JA1649
 JA1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1649'IN LAWRENCEVILLE.
 JA1649'IN LAWRENCEVILLE, AT THE INTERSECTION OF STATE AND 4TH STREETS, 27.6 M
 JA1649'(90.6 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A LIQUOR STORE,
 JA1649'7.7 M (25.3 FT) NORTH OF THE CENTERLINE OF STATE STREET, 3.9 M (12.8
 JA1649'FT) WEST OF THE CENTER OF A DRIVEWAY, 1.8 M (5.9 FT) EAST OF THE
 JA1649'EXTENDED CENTER OF 4TH STREET, 1.0 M (3.3 FT) NORTH OF A CURB, AND
 JA1649'0.6 M (2.0 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 JA1649'HAD THROUGH A 5-INCH LOGO CAP.
 JA1649'THE MARK IS ABOVE LEVEL WITH STATE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1609 ***********************************************************************
 JB1609  DESIGNATION -  J 295
 JB1609  PID         -  JB1609
 JB1609  STATE/COUNTY-  IL/MARION
 JB1609  USGS QUAD   -  CENTRALIA EAST (1981)
 JB1609
 JB1609                         *CURRENT SURVEY CONTROL
 JB1609  ___________________________________________________________________
 JB1609* NAD 83(1997)-  38 36 48.48522(N)    089 06 51.18711(W)     ADJUSTED  
 JB1609* NAVD 88     -       155.007  (meters)     508.55   (feet)  ADJUSTED  
 JB1609  ___________________________________________________________________
 JB1609  X           -      77,146.212 (meters)                     COMP
 JB1609  Y           -  -4,989,719.130 (meters)                     COMP
 JB1609  Z           -   3,958,956.589 (meters)                     COMP
 JB1609  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 JB1609  ELLIP HEIGHT-         124.06  (meters)          (05/04/06) GPS OBS
 JB1609  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JB1609  DYNAMIC HT  -         154.910 (meters)     508.23  (feet)  COMP
 JB1609  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 JB1609
 JB1609  HORZ ORDER  -  FIRST
 JB1609  VERT ORDER  -  FIRST     CLASS II
 JB1609  ELLP ORDER  -  SECOND    CLASS II
 JB1609
 JB1609.The horizontal coordinates were established by GPS observations
 JB1609.and adjusted by the National Geodetic Survey in May 2006..
 JB1609
 JB1609.The orthometric height was determined by differential leveling
 JB1609.and adjusted by the National Geodetic Survey in June 1991..
 JB1609
 JB1609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1609
 JB1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1609
 JB1609.The ellipsoidal height was determined by GPS observations
 JB1609.and is referenced to NAD 83.
 JB1609
 JB1609.The geoid height was determined by GEOID03.
 JB1609
 JB1609.The dynamic height is computed by dividing the NAVD 88
 JB1609.geopotential number by the normal gravity value computed on the
 JB1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1609.degrees latitude (g = 980.6199 gals.).
 JB1609
 JB1609.The modeled gravity was interpolated from observed gravity values.
 JB1609
 JB1609;                    North         East     Units Scale Factor Converg.
 JB1609;SPC IL E     -   216,358.754   231,989.443   MT  1.00003194   -0 29 14.4
 JB1609;SPC IL E     -   709,837.01    761,118.70   sFT  1.00003194   -0 29 14.4
 JB1609;UTM  16      - 4,276,004.126   315,924.877   MT  1.00001728   -1 19 11.2
 JB1609
 JB1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1609!SPC IL E     -   0.99998053  x   1.00003194  =   1.00001247
 JB1609!UTM  16      -   0.99998053  x   1.00001728  =   0.99999781
 JB1609
 JB1609                          SUPERSEDED SURVEY CONTROL
 JB1609
 JB1609  NAVD 88 (05/04/06)  155.01   (m)          508.6    (f) LEVELING    3  
 JB1609
 JB1609.Superseded values are not recommended for survey control.
 JB1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1609.See file dsdata.txt to determine how the superseded data were derived.
 JB1609
 JB1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1592576004(NAD 83)
 JB1609_MARKER: I = METAL ROD
 JB1609_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB1609_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB1609_STAMPING: J 295 1986
 JB1609_MARK LOGO: NGS   
 JB1609_PROJECTION: RECESSED 1 CENTIMETERS
 JB1609_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JB1609+STABILITY: POSITION/ELEVATION WELL
 JB1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1609+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 JB1609_ROD/PIPE-DEPTH: 7.30 meters
 JB1609_SLEEVE-DEPTH  : 3.00 meters
 JB1609
 JB1609  HISTORY     - Date     Condition        Report By
 JB1609  HISTORY     - 1986     MONUMENTED       NGS
 JB1609  HISTORY     - 20060201 GOOD             ILDT
 JB1609
 JB1609                          STATION DESCRIPTION
 JB1609
 JB1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1609'IN SANDOVAL.
 JB1609'IN SANDOVAL, AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND
 JB1609'U.S. HIGHWAY 51, 31.2 M (102.4 FT) EAST OF THE CENTERLINE OF THE
 JB1609'HIGHWAY, 14.3 M (46.9 FT) SOUTH OF THE NEAR RAIL, 8.2 M (26.9 FT) EAST
 JB1609'OF A FENCE CORNER, AND 3.1 M (10.2 FT) WEST OF A UTILITY POLE.
 JB1609'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1609'THE MARK IS 2.1 METERS  N FROM  A WITNESS POST AND FENCE
 JB1609'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JB1609
 JB1609                          STATION RECOVERY (2006)
 JB1609
 JB1609'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006
 JB1609'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1572 ***********************************************************************
 JB1572  DESIGNATION -  J 296
 JB1572  PID         -  JB1572
 JB1572  STATE/COUNTY-  IL/RICHLAND
 JB1572  USGS QUAD   -  NOBLE (1971)
 JB1572
 JB1572                         *CURRENT SURVEY CONTROL
 JB1572  ___________________________________________________________________
 JB1572* NAD 83(1986)-  38 41 07.     (N)    088 14 59.     (W)     SCALED    
 JB1572* NAVD 88     -       139.288  (meters)     456.98   (feet)  ADJUSTED  
 JB1572  ___________________________________________________________________
 JB1572  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JB1572  DYNAMIC HT  -         139.203 (meters)     456.70  (feet)  COMP
 JB1572  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 JB1572
 JB1572  VERT ORDER  -  FIRST     CLASS II
 JB1572
 JB1572.The horizontal coordinates were scaled from a topographic map and have
 JB1572.an estimated accuracy of +/- 6 seconds.
 JB1572
 JB1572.The orthometric height was determined by differential leveling
 JB1572.and adjusted by the National Geodetic Survey in June 1991..
 JB1572
 JB1572.The geoid height was determined by GEOID03.
 JB1572
 JB1572.The dynamic height is computed by dividing the NAVD 88
 JB1572.geopotential number by the normal gravity value computed on the
 JB1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1572.degrees latitude (g = 980.6199 gals.).
 JB1572
 JB1572.The modeled gravity was interpolated from observed gravity values.
 JB1572
 JB1572;                    North         East    Units  Estimated Accuracy
 JB1572;SPC IL E     -   224,040.      307,280.      MT  (+/- 180 meters Scaled)
 JB1572
 JB1572                          SUPERSEDED SURVEY CONTROL
 JB1572
 JB1572.No superseded survey control is available for this station.
 JB1572
 JB1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH913825(NAD 83)
 JB1572_MARKER: I = METAL ROD
 JB1572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1572_SP_SET: STAINLESS STEEL ROD
 JB1572_STAMPING: J 296 1986
 JB1572_MARK LOGO: NGS   
 JB1572_PROJECTION: FLUSH
 JB1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1572_ROD/PIPE-DEPTH: 4.6  meters
 JB1572
 JB1572  HISTORY     - Date     Condition        Report By
 JB1572  HISTORY     - 1986     MONUMENTED       NGS
 JB1572
 JB1572                          STATION DESCRIPTION
 JB1572
 JB1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1572'15.4 KM (9.55 MI) WEST FROM OLNEY.
 JB1572'1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION WITH
 JB1572'THE CHESSIE SYSTEM RAILROAD IN OLNEY, THENCE 14.2 KM (8.8 MI) WESTERLY
 JB1572'ALONG U.S. HIGHWAY 50, 18.3 M (60.0 FT) SOUTH OF THE CENTERLINE OF THE
 JB1572'HIGHWAY, 15.3 M (50.2 FT) WEST OF THE CENTER OF A GRAVELED ROAD, AND
 JB1572'9.4 M (30.8 FT) NORTH OF THE CENTER OF A GRAVELED ROAD.  NOTE--ACCESS
 JB1572'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1572'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JB1572'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1685 ***********************************************************************
 LC1685  DESIGNATION -  J 297
 LC1685  PID         -  LC1685
 LC1685  STATE/COUNTY-  IL/MCLEAN
 LC1685  USGS QUAD   -  HOLDER (1981)
 LC1685
 LC1685                         *CURRENT SURVEY CONTROL
 LC1685  ___________________________________________________________________
 LC1685* NAD 83(1997)-  40 22 30.41367(N)    088 49 44.70499(W)     ADJUSTED  
 LC1685* NAVD 88     -       244.623  (meters)     802.57   (feet)  ADJUSTED  
 LC1685  ___________________________________________________________________
 LC1685  X           -      99,436.080 (meters)                     COMP
 LC1685  Y           -  -4,864,975.838 (meters)                     COMP
 LC1685  Z           -   4,109,942.845 (meters)                     COMP
 LC1685  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 LC1685  ELLIP HEIGHT-         212.70  (meters)          (09/22/04) GPS OBS
 LC1685  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LC1685  DYNAMIC HT  -         244.505 (meters)     802.18  (feet)  COMP
 LC1685  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 LC1685
 LC1685  HORZ ORDER  -  FIRST
 LC1685  VERT ORDER  -  FIRST     CLASS II
 LC1685  ELLP ORDER  -  FOURTH    CLASS I
 LC1685
 LC1685.The horizontal coordinates were established by GPS observations
 LC1685.and adjusted by the National Geodetic Survey in November 2002..
 LC1685
 LC1685.The orthometric height was determined by differential leveling
 LC1685.and adjusted by the National Geodetic Survey in June 1991..
 LC1685
 LC1685.Photographs are available for this station.
 LC1685
 LC1685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1685
 LC1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1685
 LC1685.The ellipsoidal height was determined by GPS observations
 LC1685.and is referenced to NAD 83.
 LC1685
 LC1685.The geoid height was determined by GEOID03.
 LC1685
 LC1685.The dynamic height is computed by dividing the NAVD 88
 LC1685.geopotential number by the normal gravity value computed on the
 LC1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1685.degrees latitude (g = 980.6199 gals.).
 LC1685
 LC1685.The modeled gravity was interpolated from observed gravity values.
 LC1685
 LC1685;                    North         East     Units Scale Factor Converg.
 LC1685;SPC IL E     -   411,769.359   257,899.403   MT  0.99999681   -0 19 16.1
 LC1685;SPC IL E     - 1,350,946.64    846,124.96   sFT  0.99999681   -0 19 16.1
 LC1685;UTM  16      - 4,470,998.494   344,723.271   MT  0.99989680   -1 11 06.4
 LC1685
 LC1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1685!SPC IL E     -   0.99996663  x   0.99999681  =   0.99996344
 LC1685!UTM  16      -   0.99996663  x   0.99989680  =   0.99986344
 LC1685
 LC1685                          SUPERSEDED SURVEY CONTROL
 LC1685
 LC1685  ELLIP H (11/27/02)  212.69   (m)                       GP(       ) 4 1
 LC1685  NAD 83(1997)-  40 22 30.41356(N)    088 49 44.70507(W) AD(       ) 1
 LC1685  ELLIP H (03/18/02)  212.69   (m)                       GP(       ) 4 1
 LC1685  NAVD 88 (03/18/02)  244.62   (m)          802.6    (f) LEVELING    3  
 LC1685
 LC1685.Superseded values are not recommended for survey control.
 LC1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1685.See file dsdata.txt to determine how the superseded data were derived.
 LC1685
 LC1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4472370998(NAD 83)
 LC1685_MARKER: I = METAL ROD
 LC1685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1685_SP_SET: STAINLESS STEEL ROD
 LC1685_STAMPING: J 297 1986
 LC1685_MARK LOGO: NGS   
 LC1685_PROJECTION: RECESSED 5 CENTIMETERS
 LC1685_MAGNETIC: I = MARKER IS A STEEL ROD
 LC1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1685+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 LC1685_ROD/PIPE-DEPTH: 12.2 meters
 LC1685
 LC1685  HISTORY     - Date     Condition        Report By
 LC1685  HISTORY     - 1986     MONUMENTED       NGS
 LC1685  HISTORY     - 20010501 GOOD             WOOLPT
 LC1685
 LC1685                          STATION DESCRIPTION
 LC1685
 LC1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1685'15.4 KM (9.55 MI) SE FROM BLOOMINGTON.
 LC1685'15.4 KM (9.55 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS
 LC1685'JUNCTION WITH INTERSTATE HIGHWAY 55 BUSINESS LOOP IN BLOOMINGTON, 97.0
 LC1685'M (318.2 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO
 LC1685'THE L. LINDSEY RESIDENCE, 9.0 M (29.5 FT) NORTHEAST OF THE CENTERLINE
 LC1685'OF THE HIGHWAY, 6.4 M (21.0 FT) EAST OF THE CENTER OF A FIELD
 LC1685'ENTRANCE, AND 1.9 M (6.2 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO
 LC1685'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LC1685'THE MARK IS 0.7 METERS  SE FROM  A WITNESS POST
 LC1685'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LC1685
 LC1685                          STATION RECOVERY (2001)
 LC1685
 LC1685'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 LC1685'RECOVERED AS DESCRIBED.
 LC1685' 
 LC1685'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0254 ***********************************************************************
 KB0254  DESIGNATION -  J 3
 KB0254  PID         -  KB0254
 KB0254  STATE/COUNTY-  IL/JASPER
 KB0254  USGS QUAD   -  ROSE HILL (1985)
 KB0254
 KB0254                         *CURRENT SURVEY CONTROL
 KB0254  ___________________________________________________________________
 KB0254* NAD 83(1986)-  39 04 25.     (N)    088 08 47.     (W)     SCALED    
 KB0254* NAVD 88     -       171.965  (meters)     564.19   (feet)  ADJUSTED  
 KB0254  ___________________________________________________________________
 KB0254  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KB0254  DYNAMIC HT  -         171.863 (meters)     563.85  (feet)  COMP
 KB0254  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 KB0254
 KB0254  VERT ORDER  -  FIRST     CLASS II
 KB0254
 KB0254.The horizontal coordinates were scaled from a topographic map and have
 KB0254.an estimated accuracy of +/- 6 seconds.
 KB0254
 KB0254.The orthometric height was determined by differential leveling
 KB0254.and adjusted by the National Geodetic Survey in June 1991..
 KB0254
 KB0254.The geoid height was determined by GEOID03.
 KB0254
 KB0254.The dynamic height is computed by dividing the NAVD 88
 KB0254.geopotential number by the normal gravity value computed on the
 KB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0254.degrees latitude (g = 980.6199 gals.).
 KB0254
 KB0254.The modeled gravity was interpolated from observed gravity values.
 KB0254
 KB0254;                    North         East    Units  Estimated Accuracy
 KB0254;SPC IL E     -   267,170.      316,180.      MT  (+/- 180 meters Scaled)
 KB0254
 KB0254                          SUPERSEDED SURVEY CONTROL
 KB0254
 KB0254  NGVD 29 (??/??/92)  172.030  (m)          564.40   (f) ADJ UNCH    1 2
 KB0254
 KB0254.Superseded values are not recommended for survey control.
 KB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0254.See file dsdata.txt to determine how the superseded data were derived.
 KB0254
 KB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ008255(NAD 83)
 KB0254_MARKER: P = PIPE CAP
 KB0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0254_STAMPING: ILLINOIS 564 1906
 KB0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0254
 KB0254  HISTORY     - Date     Condition        Report By
 KB0254  HISTORY     - 1906     MONUMENTED       CGS
 KB0254  HISTORY     - 1956     GOOD             NGS
 KB0254
 KB0254                          STATION DESCRIPTION
 KB0254
 KB0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0254'1.4 MI N FROM FALMOUTH.
 KB0254'ABOUT 1.4 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0254'THE ROAD CROSSING AT FALMOUTH, ABOUT 0.4 MILE NORTH OF A DIRT
 KB0254'ROAD CROSSING, ABOUT 0.6 MILE SOUTH OF AN EAST-WEST GRAVEL ROAD
 KB0254'CROSSING, 45 1/2 FEET EAST AND ACROSS TRACK FROM MILE POST P 154,
 KB0254'32 1/2 FEET EAST OF EAST RAIL, 39 1/2 FEET NORTH OF THE FIRST
 KB0254'TELEPHONE POLE SOUTH OF MILE POST, 185 FEET WEST-NORTHWEST OF
 KB0254'AN OLD OIL WELL, 51 FEET NORTH OF CENTER OF AN ABANDONED WATER
 KB0254'WELL, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 KB0254'BELOW LEVEL OF TRACK AND IS A U.S.G.S. PIPE AND CAP PROJECTING
 KB0254'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0907 ***********************************************************************
 LC0907  DESIGNATION -  J 30
 LC0907  PID         -  LC0907
 LC0907  STATE/COUNTY-  IL/MARSHALL
 LC0907  USGS QUAD   -  CHILLICOTHE (1972)
 LC0907
 LC0907                         *CURRENT SURVEY CONTROL
 LC0907  ___________________________________________________________________
 LC0907* NAD 83(1986)-  40 55 44.     (N)    089 25 55.     (W)     SCALED    
 LC0907* NAVD 88     -       140.274  (meters)     460.22   (feet)  ADJUSTED  
 LC0907  ___________________________________________________________________
 LC0907  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LC0907  DYNAMIC HT  -         140.213 (meters)     460.02  (feet)  COMP
 LC0907  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 LC0907
 LC0907  VERT ORDER  -  SECOND    CLASS 0
 LC0907
 LC0907.The horizontal coordinates were scaled from a topographic map and have
 LC0907.an estimated accuracy of +/- 6 seconds.
 LC0907
 LC0907.The orthometric height was determined by differential leveling
 LC0907.and adjusted by the National Geodetic Survey in June 1991..
 LC0907
 LC0907.The geoid height was determined by GEOID03.
 LC0907
 LC0907.The dynamic height is computed by dividing the NAVD 88
 LC0907.geopotential number by the normal gravity value computed on the
 LC0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0907.degrees latitude (g = 980.6199 gals.).
 LC0907
 LC0907.The modeled gravity was interpolated from observed gravity values.
 LC0907
 LC0907;                    North         East    Units  Estimated Accuracy
 LC0907;SPC IL W     -   473,390.      761,880.      MT  (+/- 180 meters Scaled)
 LC0907
 LC0907                          SUPERSEDED SURVEY CONTROL
 LC0907
 LC0907  NGVD 29 (??/??/92)  140.362  (m)          460.50   (f) ADJ UNCH    2 0
 LC0907
 LC0907.Superseded values are not recommended for survey control.
 LC0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0907.See file dsdata.txt to determine how the superseded data were derived.
 LC0907
 LC0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL952337(NAD 83)
 LC0907_MARKER: DB = BENCH MARK DISK
 LC0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0907_STAMPING: J 30 1934
 LC0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0907+STABILITY: SURFACE MOTION
 LC0907
 LC0907  HISTORY     - Date     Condition        Report By
 LC0907  HISTORY     - 1934     MONUMENTED       CGS
 LC0907  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 LC0907
 LC0907                          STATION DESCRIPTION
 LC0907
 LC0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0907'3.3 MI NE FROM CHILLICOTHE.
 LC0907'IN MARSHALL COUNTY, 3.3 MILES NORTHEAST ALONG THE ATCHISON,
 LC0907'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT CHILLICOTHE,
 LC0907'PEORIA COUNTY, 9 POLES EAST OF MILEPOST 127, 12 POLES WEST OF THE
 LC0907'CENTER OF A PUBLIC-ROAD CROSSING, 60 FEET SOUTH OF THE CENTERLINE
 LC0907'OF THE SOUTH TRACK, 7 FEET WEST OF A POLE, AND ABOUT 6-1/2 FEET
 LC0907'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 30 1934 AND SET
 LC0907'IN THE TOP OF A CONCRETE POST.
 LC0907
 LC0907                          STATION RECOVERY (1998)
 LC0907
 LC0907'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2121 ***********************************************************************
 LB2121  DESIGNATION -  J 300
 LB2121  PID         -  LB2121
 LB2121  STATE/COUNTY-  IL/VERMILION
 LB2121  USGS QUAD   -  DANVILLE SW (1978)
 LB2121
 LB2121                         *CURRENT SURVEY CONTROL
 LB2121  ___________________________________________________________________
 LB2121* NAD 83(1986)-  40 06 33.     (N)    087 38 10.     (W)     SCALED    
 LB2121* NAVD 88     -       193.460  (meters)     634.71   (feet)  ADJUSTED  
 LB2121  ___________________________________________________________________
 LB2121  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LB2121  DYNAMIC HT  -         193.364 (meters)     634.40  (feet)  COMP
 LB2121  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 LB2121
 LB2121  VERT ORDER  -  FIRST     CLASS II
 LB2121
 LB2121.The horizontal coordinates were scaled from a topographic map and have
 LB2121.an estimated accuracy of +/- 6 seconds.
 LB2121
 LB2121.The orthometric height was determined by differential leveling
 LB2121.and adjusted by the National Geodetic Survey in June 1991..
 LB2121
 LB2121.The geoid height was determined by GEOID03.
 LB2121
 LB2121.The dynamic height is computed by dividing the NAVD 88
 LB2121.geopotential number by the normal gravity value computed on the
 LB2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2121.degrees latitude (g = 980.6199 gals.).
 LB2121
 LB2121.The modeled gravity was interpolated from observed gravity values.
 LB2121
 LB2121;                    North         East    Units  Estimated Accuracy
 LB2121;SPC IL E     -   382,350.      359,440.      MT  (+/- 180 meters Scaled)
 LB2121
 LB2121                          SUPERSEDED SURVEY CONTROL
 LB2121
 LB2121.No superseded survey control is available for this station.
 LB2121
 LB2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK457400(NAD 83)
 LB2121_MARKER: DB = BENCH MARK DISK
 LB2121_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB2121_SP_SET: PIER
 LB2121_STAMPING: J 300 1986
 LB2121_MARK LOGO: NGS   
 LB2121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2121
 LB2121  HISTORY     - Date     Condition        Report By
 LB2121  HISTORY     - 1986     MONUMENTED       NGS
 LB2121
 LB2121                          STATION DESCRIPTION
 LB2121
 LB2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2121'IN SOUTH DANVILLE.
 LB2121'IN SOUTH DANVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 150 AND THE
 LB2121'NORFOLK AND WESTERN RAILROAD, SET VERTICALLY IN THE MOST SOUTHWESTERLY
 LB2121'1 OF 9 COLUMNS OF THE MOST NORTHWESTERLY 1 OF 2 PIERS OF THE HIGHWAY
 LB2121'OVERPASS OF THE RAILROAD, 13.7 M (44.9 FT) WEST OF THE CENTER OF THE
 LB2121'HIGHWAY, AND 2.6 M (8.5 FT) NORTHWEST OF THE NEAR RAIL.
 LB2121'THE MARK IS 1.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5934 ***********************************************************************
 DG5934  DESIGNATION -  J 300 RESET
 DG5934  PID         -  DG5934
 DG5934  STATE/COUNTY-  IL/VERMILION
 DG5934  USGS QUAD   -  DANVILLE SW (1978)
 DG5934
 DG5934                         *CURRENT SURVEY CONTROL
 DG5934  ___________________________________________________________________
 DG5934* NAD 83(1986)-  40 06 33.     (N)    087 38 10.     (W)     SCALED    
 DG5934* NAVD 88     -       192.92   (meters)     632.9    (feet)  RESET     
 DG5934  ___________________________________________________________________
 DG5934  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 DG5934
 DG5934  VERT ORDER  -  THIRD
 DG5934
 DG5934.The horizontal coordinates were scaled from a topographic map and have
 DG5934.an estimated accuracy of +/- 6 seconds.
 DG5934
 DG5934.The orthometric height was computed from unverified reset data.
 DG5934.No vertical observational check was made to the station.
 DG5934
 DG5934.The geoid height was determined by GEOID03.
 DG5934
 DG5934;                    North         East    Units  Estimated Accuracy
 DG5934;SPC IL E     -   382,350.      359,440.      MT  (+/- 180 meters Scaled)
 DG5934
 DG5934                          SUPERSEDED SURVEY CONTROL
 DG5934
 DG5934.No superseded survey control is available for this station.
 DG5934
 DG5934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK457400(NAD 83)
 DG5934_MARKER: DV = VERTICAL CONTROL DISK
 DG5934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5934_STAMPING: J 300 RESET 2003
 DG5934_MARK LOGO: NGS   
 DG5934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5934+STABILITY: SURFACE MOTION
 DG5934
 DG5934  HISTORY     - Date     Condition        Report By
 DG5934  HISTORY     - 2003     MONUMENTED       NGS
 DG5934
 DG5934                          STATION DESCRIPTION
 DG5934
 DG5934'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (CP)
 DG5934'IN SOUTH DANVILLE, 200.0 FEET WEST OF THE INTERSECTION OF US HIGHWAY
 DG5934'150 AND THE NORFOLK AND WESTERN RAILROAD, ON WEST SIDE OF ROAD FROM
 DG5934'SOUTH DANVILLE TO TILTON. THE STATION IS A BRASS DISK SET IN TOP OF A
 DG5934'CONCRETE MONUMENT 4.3 FEET DEEP FLUSH WITH THE GROUND. STATION SET
 DG5934'20.3 FEET NORTHWEST OF THE CENTERLINE OF THE TILTON ROAD, SET IN GRASS
 DG5934'BOULEVARD AREA BETWEEN CURB AND SIDEWALK, 15.2 FEET SOUTHWESTERLY OF A
 DG5934'CHISELED X IN FOUNDATION OF LIGHT POLE, 65.5 FEET NORTHEASTERLY OF
 DG5934'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING. 1.3 FEET EASTERLY OF A
 DG5934'STEEL WITNESS POST. TO REACH FROM INTERSECTION OF FAI 74 AND TILTON
 DG5934'ROAD, GO NORTHEASTERLY ALONG TILTON ROAD 0.3 MILE TO THE STATION ON
 DG5934'THE LEFT. A MORE ACCURATE DESCRIPTION CAN BE MADE AFTER
 DG5934'RE-CONSTRUCTION OF US 150 AND THE TILTON INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1648 ***********************************************************************
 LC1648  DESIGNATION -  J 301
 LC1648  PID         -  LC1648
 LC1648  STATE/COUNTY-  IL/CHAMPAIGN
 LC1648  USGS QUAD   -  URBANA (1975)
 LC1648
 LC1648                         *CURRENT SURVEY CONTROL
 LC1648  ___________________________________________________________________
 LC1648* NAD 83(1997)-  40 01 31.68213(N)    088 09 43.08140(W)     ADJUSTED  
 LC1648* NAVD 88     -       222.293  (meters)     729.31   (feet)  ADJUSTED  
 LC1648  ___________________________________________________________________
 LC1648  X           -     156,876.161 (meters)                     COMP
 LC1648  Y           -  -4,888,518.686 (meters)                     COMP
 LC1648  Z           -   4,080,273.721 (meters)                     COMP
 LC1648  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LC1648  ELLIP HEIGHT-         190.27  (meters)          (12/06/04) GPS OBS
 LC1648  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC1648  DYNAMIC HT  -         222.179 (meters)     728.93  (feet)  COMP
 LC1648  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LC1648
 LC1648  HORZ ORDER  -  FIRST
 LC1648  VERT ORDER  -  FIRST     CLASS II
 LC1648  ELLP ORDER  -  FOURTH    CLASS I
 LC1648
 LC1648.The horizontal coordinates were established by GPS observations
 LC1648.and adjusted by the National Geodetic Survey in December 2002..
 LC1648
 LC1648.The orthometric height was determined by differential leveling
 LC1648.and adjusted by the National Geodetic Survey in June 1991..
 LC1648
 LC1648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1648
 LC1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1648
 LC1648.The ellipsoidal height was determined by GPS observations
 LC1648.and is referenced to NAD 83.
 LC1648
 LC1648.The geoid height was determined by GEOID03.
 LC1648
 LC1648.The dynamic height is computed by dividing the NAVD 88
 LC1648.geopotential number by the normal gravity value computed on the
 LC1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1648.degrees latitude (g = 980.6199 gals.).
 LC1648
 LC1648.The modeled gravity was interpolated from observed gravity values.
 LC1648
 LC1648;                    North         East     Units Scale Factor Converg.
 LC1648;SPC IL E     -   372,842.064   314,627.828   MT  0.99997763   +0 06 36.8
 LC1648;SPC IL E     - 1,223,232.67  1,032,241.47   sFT  0.99997763   +0 06 36.8
 LC1648;UTM  16      - 4,431,230.480   400,850.509   MT  0.99972102   -0 44 50.5
 LC1648
 LC1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1648!SPC IL E     -   0.99997015  x   0.99997763  =   0.99994778
 LC1648!UTM  16      -   0.99997015  x   0.99972102  =   0.99969118
 LC1648
 LC1648                          SUPERSEDED SURVEY CONTROL
 LC1648
 LC1648  ELLIP H (12/18/02)  190.27   (m)                       GP(       ) 4 2
 LC1648  NAVD 88 (12/18/02)  222.29   (m)          729.3    (f) LEVELING    3  
 LC1648
 LC1648.Superseded values are not recommended for survey control.
 LC1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1648.See file dsdata.txt to determine how the superseded data were derived.
 LC1648
 LC1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0085131230(NAD 83)
 LC1648_MARKER: I = METAL ROD
 LC1648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1648_SP_SET: STAINLESS STEEL ROD
 LC1648_STAMPING: J 301 1986
 LC1648_MARK LOGO: NGS   
 LC1648_PROJECTION: FLUSH
 LC1648_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1648+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 LC1648_ROD/PIPE-DEPTH: 9.10 meters
 LC1648
 LC1648  HISTORY     - Date     Condition        Report By
 LC1648  HISTORY     - 1986     MONUMENTED       NGS
 LC1648  HISTORY     - 20001229 GOOD             ZAMBRA
 LC1648  HISTORY     - 20031120 GOOD             BCA
 LC1648  HISTORY     - 20051205 GOOD             ILDT
 LC1648
 LC1648                          STATION DESCRIPTION
 LC1648
 LC1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1648'13.5 KM (8.4 MI) SOUTH FROM URBANA.
 LC1648'13.5 KM (8.4 MI) SOUTHERLY ALONG STATE HIGHWAY 130 FROM ITS JUNCTION
 LC1648'WITH U.S. HIGHWAY 150 IN URBANA, 37.2 M (122.0 FT) WEST OF THE CENTER
 LC1648'OF THE HIGHWAY, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF COUNTY ROAD
 LC1648'1000 N, 4.2 M (13.8 FT) EAST OF A UTILITY POLE, AND 0.5 M (1.6 FT)
 LC1648'EAST-NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST.  NOTE--ACCESS TO DATUM
 LC1648'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LC1648'THE MARK IS 1.4 METERS  WSW FROM  A WITNESS POST
 LC1648'THE MARK IS 0.15 M ABOVE COUNTY ROAD 1000 N.
 LC1648
 LC1648                          STATION RECOVERY (2000)
 LC1648
 LC1648'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC1648'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC1648'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC1648' 
 LC1648'
 LC1648
 LC1648                          STATION RECOVERY (2003)
 LC1648
 LC1648'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2003 (DSC)
 LC1648'RECOVERED IN GOOD CONDITION.
 LC1648
 LC1648                          STATION RECOVERY (2005)
 LC1648
 LC1648'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0021 ***********************************************************************
 LD0021  DESIGNATION -  J 31
 LD0021  PID         -  LD0021
 LD0021  STATE/COUNTY-  IL/KNOX
 LD0021  USGS QUAD   -  WILLIAMSFIELD (1982)
 LD0021
 LD0021                         *CURRENT SURVEY CONTROL
 LD0021  ___________________________________________________________________
 LD0021* NAD 83(1986)-  40 55 33.     (N)    090 06 31.     (W)     SCALED    
 LD0021* NAVD 88     -       181.663  (meters)     596.01   (feet)  ADJUSTED  
 LD0021  ___________________________________________________________________
 LD0021  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0021  DYNAMIC HT  -         181.583 (meters)     595.74  (feet)  COMP
 LD0021  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 LD0021
 LD0021  VERT ORDER  -  SECOND    CLASS 0
 LD0021
 LD0021.The horizontal coordinates were scaled from a topographic map and have
 LD0021.an estimated accuracy of +/- 6 seconds.
 LD0021
 LD0021.The orthometric height was determined by differential leveling
 LD0021.and adjusted by the National Geodetic Survey in June 1991..
 LD0021
 LD0021.The geoid height was determined by GEOID03.
 LD0021
 LD0021.The dynamic height is computed by dividing the NAVD 88
 LD0021.geopotential number by the normal gravity value computed on the
 LD0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0021.degrees latitude (g = 980.6199 gals.).
 LD0021
 LD0021.The modeled gravity was interpolated from observed gravity values.
 LD0021
 LD0021;                    North         East    Units  Estimated Accuracy
 LD0021;SPC IL W     -   472,790.      704,890.      MT  (+/- 180 meters Scaled)
 LD0021
 LD0021                          SUPERSEDED SURVEY CONTROL
 LD0021
 LD0021  NGVD 29 (??/??/92)  181.732  (m)          596.23   (f) ADJ UNCH    2 0
 LD0021
 LD0021.Superseded values are not recommended for survey control.
 LD0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0021.See file dsdata.txt to determine how the superseded data were derived.
 LD0021
 LD0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF434345(NAD 83)
 LD0021_MARKER: DB = BENCH MARK DISK
 LD0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0021_SP_SET: BRIDGE
 LD0021_STAMPING: J 31 1934
 LD0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0021
 LD0021  HISTORY     - Date     Condition        Report By
 LD0021  HISTORY     - 1934     MONUMENTED       CGS
 LD0021  HISTORY     - 1942     GOOD             NGS
 LD0021  HISTORY     - 1977     MARK NOT FOUND   USGS
 LD0021  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 LD0021
 LD0021                          STATION DESCRIPTION
 LD0021
 LD0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0021'AT DEHINDA.
 LD0021'AT DAHINDA, KNOX COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 LD0021'RAILWAY, 5 POLES EAST OF THE STATION, AT A ROAD CROSSING, AT
 LD0021'OVERPASS 163 B, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 LD0021'ABUTMENT, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0021'STAMPED J 31 1934.
 LD0021
 LD0021                          STATION RECOVERY (1977)
 LD0021
 LD0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LD0021'MARK NOT FOUND.
 LD0021
 LD0021                          STATION RECOVERY (1997)
 LD0021
 LD0021'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0440 ***********************************************************************
 LD0440  DESIGNATION -  J 32
 LD0440  PID         -  LD0440
 LD0440  STATE/COUNTY-  IL/WARREN
 LD0440  USGS QUAD   -  CAMERON (1996)
 LD0440
 LD0440                         *CURRENT SURVEY CONTROL
 LD0440  ___________________________________________________________________
 LD0440* NAD 83(1986)-  40 53 26.     (N)    090 35 34.     (W)     SCALED    
 LD0440* NAVD 88     -       236.223  (meters)     775.01   (feet)  ADJUSTED  
 LD0440  ___________________________________________________________________
 LD0440  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0440  DYNAMIC HT  -         236.116 (meters)     774.66  (feet)  COMP
 LD0440  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 LD0440
 LD0440  VERT ORDER  -  SECOND    CLASS 0
 LD0440
 LD0440.The horizontal coordinates were scaled from a topographic map and have
 LD0440.an estimated accuracy of +/- 6 seconds.
 LD0440
 LD0440.The orthometric height was determined by differential leveling
 LD0440.and adjusted by the National Geodetic Survey in June 1991..
 LD0440
 LD0440.The geoid height was determined by GEOID03.
 LD0440
 LD0440.The dynamic height is computed by dividing the NAVD 88
 LD0440.geopotential number by the normal gravity value computed on the
 LD0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0440.degrees latitude (g = 980.6199 gals.).
 LD0440
 LD0440.The modeled gravity was interpolated from observed gravity values.
 LD0440
 LD0440;                    North         East    Units  Estimated Accuracy
 LD0440;SPC IL W     -   468,960.      664,090.      MT  (+/- 180 meters Scaled)
 LD0440
 LD0440                          SUPERSEDED SURVEY CONTROL
 LD0440
 LD0440  NGVD 29 (??/??/92)  236.278  (m)          775.19   (f) ADJ UNCH    2 0
 LD0440
 LD0440.Superseded values are not recommended for survey control.
 LD0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0440.See file dsdata.txt to determine how the superseded data were derived.
 LD0440
 LD0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF027293(NAD 83)
 LD0440_MARKER: DB = BENCH MARK DISK
 LD0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0440_STAMPING: J 32 1934
 LD0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0440+STABILITY: SURFACE MOTION
 LD0440
 LD0440  HISTORY     - Date     Condition        Report By
 LD0440  HISTORY     - 1934     MONUMENTED       CGS
 LD0440  HISTORY     - 1943     POOR             NGS
 LD0440  HISTORY     - 1979     MARK NOT FOUND   USGS
 LD0440  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0440
 LD0440                          STATION DESCRIPTION
 LD0440
 LD0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0440'3.1 MI E FROM MONMOUTH.
 LD0440'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0440'FROM THE STATION AT MONMOUTH, WARREN COUNTY, 12 POLES EAST OF
 LD0440'MILEPOST 176, AT A ROAD CROSSING, 42 FEET EAST OF THE CENTERLINE
 LD0440'OF THE ROAD, 13 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK,
 LD0440'5 FEET NORTHWEST OF A POLE, AND ONE FOOT LOWER THAN THE TRACK.
 LD0440'A STANDARD DISK, STAMPED J 32 1934 AND SET IN THE TOP OF A
 LD0440'CONCRETE POST.
 LD0440
 LD0440                          STATION RECOVERY (1979)
 LD0440
 LD0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LD0440'MARK NOT FOUND.
 LD0440
 LD0440                          STATION RECOVERY (2001)
 LD0440
 LD0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0440'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0502 ***********************************************************************
 LD0502  DESIGNATION -  J 33
 LD0502  PID         -  LD0502
 LD0502  STATE/COUNTY-  IL/HENDERSON
 LD0502  USGS QUAD   -  LOMAX (1964)
 LD0502
 LD0502                         *CURRENT SURVEY CONTROL
 LD0502  ___________________________________________________________________
 LD0502* NAD 83(1986)-  40 41 16.     (N)    091 03 39.     (W)     SCALED    
 LD0502* NAVD 88     -       168.261  (meters)     552.04   (feet)  ADJUSTED  
 LD0502  ___________________________________________________________________
 LD0502  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0502  DYNAMIC HT  -         168.181 (meters)     551.77  (feet)  COMP
 LD0502  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 LD0502
 LD0502  VERT ORDER  -  SECOND    CLASS 0
 LD0502
 LD0502.The horizontal coordinates were scaled from a topographic map and have
 LD0502.an estimated accuracy of +/- 6 seconds.
 LD0502
 LD0502.The orthometric height was determined by differential leveling
 LD0502.and adjusted by the National Geodetic Survey in June 1991..
 LD0502
 LD0502.The geoid height was determined by GEOID03.
 LD0502
 LD0502.The dynamic height is computed by dividing the NAVD 88
 LD0502.geopotential number by the normal gravity value computed on the
 LD0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0502.degrees latitude (g = 980.6199 gals.).
 LD0502
 LD0502.The modeled gravity was interpolated from observed gravity values.
 LD0502
 LD0502;                    North         East    Units  Estimated Accuracy
 LD0502;SPC IL W     -   446,740.      624,420.      MT  (+/- 180 meters Scaled)
 LD0502
 LD0502                          SUPERSEDED SURVEY CONTROL
 LD0502
 LD0502  NGVD 29 (??/??/92)  168.313  (m)          552.21   (f) ADJ UNCH    2 0
 LD0502
 LD0502.Superseded values are not recommended for survey control.
 LD0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0502.See file dsdata.txt to determine how the superseded data were derived.
 LD0502
 LD0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF638059(NAD 83)
 LD0502_MARKER: DB = BENCH MARK DISK
 LD0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0502_SP_SET: SIGNAL CONTROL BASE
 LD0502_STAMPING: J 33 1934
 LD0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0502
 LD0502  HISTORY     - Date     Condition        Report By
 LD0502  HISTORY     - 1934     MONUMENTED       CGS
 LD0502  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0502
 LD0502                          STATION DESCRIPTION
 LD0502
 LD0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0502'1 MI NE FROM LOMAX.
 LD0502'1.0 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0502'RAILROAD FROM THE STATION A LOMAX, HENDERSON COUNTY, AT THE
 LD0502'CROSSING OF THE TOLEDO, PEORIA AND WESTERN RAILROAD, 9 FEET
 LD0502'SOUTHEAST OF THE CENTER OF THE CROSSING, 9 FEET NORTHEAST OF THE
 LD0502'CENTERLINE OF THE T.P. AND W.RR, IN THE TOP OF THE EAST CORNER
 LD0502'OF A CONCRETE SIGNAL CONTROL BASE, AND 18 INCHES LOWER THAN THE
 LD0502'TRACK.  A STANDARD DISK, STAMPED J 33 1934.
 LD0502
 LD0502                          STATION RECOVERY (2001)
 LD0502
 LD0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 LD0502'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0281 ***********************************************************************
 LD0281  DESIGNATION -  J 34
 LD0281  PID         -  LD0281
 LD0281  STATE/COUNTY-  IL/MCDONOUGH
 LD0281  USGS QUAD   -  ADAIR (1975)
 LD0281
 LD0281                         *CURRENT SURVEY CONTROL
 LD0281  ___________________________________________________________________
 LD0281* NAD 83(1986)-  40 29 14.     (N)    090 28 18.     (W)     SCALED    
 LD0281* NAVD 88     -       204.499  (meters)     670.93   (feet)  ADJUSTED  
 LD0281  ___________________________________________________________________
 LD0281  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LD0281  DYNAMIC HT  -         204.400 (meters)     670.60  (feet)  COMP
 LD0281  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LD0281
 LD0281  VERT ORDER  -  SECOND    CLASS 0
 LD0281
 LD0281.The horizontal coordinates were scaled from a topographic map and have
 LD0281.an estimated accuracy of +/- 6 seconds.
 LD0281
 LD0281.The orthometric height was determined by differential leveling
 LD0281.and adjusted by the National Geodetic Survey in June 1991..
 LD0281
 LD0281.The geoid height was determined by GEOID03.
 LD0281
 LD0281.The dynamic height is computed by dividing the NAVD 88
 LD0281.geopotential number by the normal gravity value computed on the
 LD0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0281.degrees latitude (g = 980.6199 gals.).
 LD0281
 LD0281.The modeled gravity was interpolated from observed gravity values.
 LD0281
 LD0281;                    North         East    Units  Estimated Accuracy
 LD0281;SPC IL W     -   424,130.      674,140.      MT  (+/- 180 meters Scaled)
 LD0281
 LD0281                          SUPERSEDED SURVEY CONTROL
 LD0281
 LD0281  NGVD 29 (??/??/92)  204.567  (m)          671.15   (f) ADJ UNCH    2 0
 LD0281
 LD0281.Superseded values are not recommended for survey control.
 LD0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0281.See file dsdata.txt to determine how the superseded data were derived.
 LD0281
 LD0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE142849(NAD 83)
 LD0281_MARKER: DB = BENCH MARK DISK
 LD0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0281_STAMPING: J 34 1935
 LD0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0281+STABILITY: SURFACE MOTION
 LD0281
 LD0281  HISTORY     - Date     Condition        Report By
 LD0281  HISTORY     - 1934     MONUMENTED       CGS
 LD0281
 LD0281                          STATION DESCRIPTION
 LD0281
 LD0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0281'AT NEW PHILADELPHIA.
 LD0281'AT NEW PHILADELPHIA, MCDONOUGH  COUNTY, ON THE TOLEDO, PEORIA AND
 LD0281'WESTERN RAILROAD, 3 POLES WEST OF THE STATION, 45 FEET SOUTH OF A
 LD0281'POINT 45 FEET EAST OF THE CENTER OF A ROAD CROSSING, 36 FEET NORTH
 LD0281'OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET LOWER THAN THE TRACK.  A
 LD0281'STANDARD DISK, STAMPED J 34 1934 AND SET IN THE TOP OF A CONCRETE
 LD0281'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0312 ***********************************************************************
 LD0312  DESIGNATION -  J 35 RESET
 LD0312  PID         -  LD0312
 LD0312  STATE/COUNTY-  IL/MASON
 LD0312  USGS QUAD   -  HAVANA (1947)
 LD0312
 LD0312                         *CURRENT SURVEY CONTROL
 LD0312  ___________________________________________________________________
 LD0312* NAD 83(1986)-  40 18 38.     (N)    090 03 28.     (W)     SCALED    
 LD0312* NAVD 88     -       141.300  (meters)     463.58   (feet)  ADJUSTED  
 LD0312  ___________________________________________________________________
 LD0312  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LD0312  DYNAMIC HT  -         141.230 (meters)     463.35  (feet)  COMP
 LD0312  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 LD0312
 LD0312  VERT ORDER  -  FIRST     CLASS II
 LD0312
 LD0312.The horizontal coordinates were scaled from a topographic map and have
 LD0312.an estimated accuracy of +/- 6 seconds.
 LD0312
 LD0312.The orthometric height was determined by differential leveling
 LD0312.and adjusted by the National Geodetic Survey in June 1991..
 LD0312
 LD0312.The geoid height was determined by GEOID03.
 LD0312
 LD0312.The dynamic height is computed by dividing the NAVD 88
 LD0312.geopotential number by the normal gravity value computed on the
 LD0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0312.degrees latitude (g = 980.6199 gals.).
 LD0312
 LD0312.The modeled gravity was interpolated from observed gravity values.
 LD0312
 LD0312;                    North         East    Units  Estimated Accuracy
 LD0312;SPC IL W     -   404,480.      709,260.      MT  (+/- 180 meters Scaled)
 LD0312
 LD0312                          SUPERSEDED SURVEY CONTROL
 LD0312
 LD0312  NGVD 29 (??/??/92)  141.402  (m)          463.92   (f) ADJ UNCH    1 2
 LD0312
 LD0312.Superseded values are not recommended for survey control.
 LD0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0312.See file dsdata.txt to determine how the superseded data were derived.
 LD0312
 LD0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE500663(NAD 83)
 LD0312_MARKER: DB = BENCH MARK DISK
 LD0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0312_STAMPING: J 35 RESET 1940
 LD0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0312+STABILITY: SURFACE MOTION
 LD0312
 LD0312  HISTORY     - Date     Condition        Report By
 LD0312  HISTORY     - 1940     MONUMENTED       CGS
 LD0312  HISTORY     - 1961     GOOD             NGS
 LD0312
 LD0312                          STATION DESCRIPTION
 LD0312
 LD0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0312'0.7 MI N FROM HAVANA.
 LD0312'ABOUT 0.7 MILE NORTH ALONG BROADWAY FROM THE COUNTY COURTHOUSE
 LD0312'AT HAVANA, THENCE 155 YARDS NORTHEAST ALONG THE CHICAGO AND
 LD0312'ILLINOIS MIDLAND RAILWAY, AT THE CROSSING OF A PRIVATE ROAD
 LD0312'LEADING TO AGRICO WAREHOUSE, 32 1/2 FEET NORTHWEST OF THE NORTHWEST
 LD0312'RAIL, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 LD0312'WEST-NORHTWEST OF A VERTICAL RAIL RIGHT-OF-WAY MARKER, 2 1/2 FEET
 LD0312'BELOW THE TOP OF RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LD0312'3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0998 ***********************************************************************
 KB0998  DESIGNATION -  J 36
 KB0998  PID         -  KB0998
 KB0998  STATE/COUNTY-  IL/SANGAMON
 KB0998  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB0998
 KB0998                         *CURRENT SURVEY CONTROL
 KB0998  ___________________________________________________________________
 KB0998* NAD 83(1986)-  39 49 50.     (N)    089 38 02.     (W)     SCALED    
 KB0998* NAVD 88     -       179.455  (meters)     588.76   (feet)  ADJUSTED  
 KB0998  ___________________________________________________________________
 KB0998  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KB0998  DYNAMIC HT  -         179.357 (meters)     588.44  (feet)  COMP
 KB0998  MODELED GRAV-     980,078.2   (mgal)                       NAVD 88
 KB0998
 KB0998  VERT ORDER  -  SECOND    CLASS 0
 KB0998
 KB0998.The horizontal coordinates were scaled from a topographic map and have
 KB0998.an estimated accuracy of +/- 6 seconds.
 KB0998
 KB0998.The orthometric height was determined by differential leveling
 KB0998.and adjusted by the National Geodetic Survey in June 1991..
 KB0998
 KB0998.The geoid height was determined by GEOID03.
 KB0998
 KB0998.The dynamic height is computed by dividing the NAVD 88
 KB0998.geopotential number by the normal gravity value computed on the
 KB0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0998.degrees latitude (g = 980.6199 gals.).
 KB0998
 KB0998.The modeled gravity was interpolated from observed gravity values.
 KB0998
 KB0998;                    North         East    Units  Estimated Accuracy
 KB0998;SPC IL W     -   351,310.      745,610.      MT  (+/- 180 meters Scaled)
 KB0998
 KB0998                          SUPERSEDED SURVEY CONTROL
 KB0998
 KB0998  NGVD 29 (??/??/92)  179.550  (m)          589.07   (f) ADJ UNCH    2 0
 KB0998
 KB0998.Superseded values are not recommended for survey control.
 KB0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0998.See file dsdata.txt to determine how the superseded data were derived.
 KB0998
 KB0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK746122(NAD 83)
 KB0998_MARKER: DB = BENCH MARK DISK
 KB0998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0998_SP_SET: SEMAPHORE
 KB0998_STAMPING: J 36 1934
 KB0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0998
 KB0998  HISTORY     - Date     Condition        Report By
 KB0998  HISTORY     - 1934     MONUMENTED       CGS
 KB0998  HISTORY     - 1935     GOOD             NGS
 KB0998
 KB0998                          STATION DESCRIPTION
 KB0998
 KB0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0998'AT RIDGELY.
 KB0998'AT RIDGELY, SANGAMON COUNTY, ON THE CHICAGO AND ILLINOIS MIDLAND
 KB0998'RAILWAY, ABOUT 290 FEET NORTH OF YARD-MASTERS OFFICE, ABOUT 360
 KB0998'FEET NORTH OF MILEPOST 85, 39 FEET NORTH OF A POLE, 9 FEET WEST
 KB0998'OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE SOUTHWEST
 KB0998'CORNER OF A CONCRETE SEMAPHORE SIGNAL BASE AND ABOUT ONE HALF
 KB0998'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 36 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1207 ***********************************************************************
 LC1207  DESIGNATION -  J 37
 LC1207  PID         -  LC1207
 LC1207  STATE/COUNTY-  IL/TAZEWELL
 LC1207  USGS QUAD   -  NATRONA (1980)
 LC1207
 LC1207                         *CURRENT SURVEY CONTROL
 LC1207  ___________________________________________________________________
 LC1207* NAD 83(1986)-  40 22 13.     (N)    089 37 56.     (W)     SCALED    
 LC1207* NAVD 88     -       160.001  (meters)     524.94   (feet)  ADJUSTED  
 LC1207  ___________________________________________________________________
 LC1207  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LC1207  DYNAMIC HT  -         159.923 (meters)     524.68  (feet)  COMP
 LC1207  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 LC1207
 LC1207  VERT ORDER  -  SECOND    CLASS 0
 LC1207
 LC1207.The horizontal coordinates were scaled from a topographic map and have
 LC1207.an estimated accuracy of +/- 6 seconds.
 LC1207
 LC1207.The orthometric height was determined by differential leveling
 LC1207.and adjusted by the National Geodetic Survey in June 1991..
 LC1207
 LC1207.The geoid height was determined by GEOID03.
 LC1207
 LC1207.The dynamic height is computed by dividing the NAVD 88
 LC1207.geopotential number by the normal gravity value computed on the
 LC1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1207.degrees latitude (g = 980.6199 gals.).
 LC1207
 LC1207.The modeled gravity was interpolated from observed gravity values.
 LC1207
 LC1207;                    North         East    Units  Estimated Accuracy
 LC1207;SPC IL W     -   411,240.      745,390.      MT  (+/- 180 meters Scaled)
 LC1207
 LC1207                          SUPERSEDED SURVEY CONTROL
 LC1207
 LC1207  NGVD 29 (??/??/92)  160.101  (m)          525.26   (f) ADJ UNCH    2 0
 LC1207
 LC1207.Superseded values are not recommended for survey control.
 LC1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1207.See file dsdata.txt to determine how the superseded data were derived.
 LC1207
 LC1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK765721(NAD 83)
 LC1207_MARKER: DB = BENCH MARK DISK
 LC1207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1207_SP_SET: CULVERT
 LC1207_STAMPING: J 37 1934
 LC1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1207
 LC1207  HISTORY     - Date     Condition        Report By
 LC1207  HISTORY     - 1934     MONUMENTED       CGS
 LC1207  HISTORY     - 1954     GOOD             NGS
 LC1207
 LC1207                          STATION DESCRIPTION
 LC1207
 LC1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1207'2.3 MI S FROM GREEN VALLEY.
 LC1207'ABOUT 2.3 MILES SOUTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 LC1207'FROM CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT GREEN VALLEY,
 LC1207'ABOUT 1.5 MILES NORTH OF WINKEL, AT THE CROSSING OF STATE HIGHWAY
 LC1207'122, IN THE TOP OF THE WEST END OF SOUTH CONCRETE HEAD WALL OF A
 LC1207'30-INCH TILE PIPE CULVERT UNDER HIGHWAY, 20 FEET EAST OF EAST
 LC1207'RAIL, 20 FEET SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT 3 1/2
 LC1207'FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1153 ***********************************************************************
 LC1153  DESIGNATION -  J 38
 LC1153  PID         -  LC1153
 LC1153  STATE/COUNTY-  IL/LOGAN
 LC1153  USGS QUAD   -  LINCOLN WEST (1996)
 LC1153
 LC1153                         *CURRENT SURVEY CONTROL
 LC1153  ___________________________________________________________________
 LC1153* NAD 83(1986)-  40 08 39.     (N)    089 23 11.     (W)     SCALED    
 LC1153* NAVD 88     -       180.224  (meters)     591.28   (feet)  ADJUSTED  
 LC1153  ___________________________________________________________________
 LC1153  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LC1153  DYNAMIC HT  -         180.132 (meters)     590.98  (feet)  COMP
 LC1153  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 LC1153
 LC1153  VERT ORDER  -  SECOND    CLASS 0
 LC1153
 LC1153.The horizontal coordinates were scaled from a topographic map and have
 LC1153.an estimated accuracy of +/- 6 seconds.
 LC1153
 LC1153.The orthometric height was determined by differential leveling
 LC1153.and adjusted by the National Geodetic Survey in June 1991..
 LC1153
 LC1153.The geoid height was determined by GEOID03.
 LC1153
 LC1153.The dynamic height is computed by dividing the NAVD 88
 LC1153.geopotential number by the normal gravity value computed on the
 LC1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1153.degrees latitude (g = 980.6199 gals.).
 LC1153
 LC1153.The modeled gravity was interpolated from observed gravity values.
 LC1153
 LC1153;                    North         East    Units  Estimated Accuracy
 LC1153;SPC IL W     -   386,290.      766,490.      MT  (+/- 180 meters Scaled)
 LC1153
 LC1153                          SUPERSEDED SURVEY CONTROL
 LC1153
 LC1153  NGVD 29 (??/??/92)  180.309  (m)          591.56   (f) ADJ UNCH    2 0
 LC1153
 LC1153.Superseded values are not recommended for survey control.
 LC1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1153.See file dsdata.txt to determine how the superseded data were derived.
 LC1153
 LC1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK967464(NAD 83)
 LC1153_MARKER: DB = BENCH MARK DISK
 LC1153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1153_SP_SET: SIGNAL CONCRETE BASE
 LC1153_STAMPING: J 38 1934
 LC1153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1153
 LC1153  HISTORY     - Date     Condition        Report By
 LC1153  HISTORY     - 1934     MONUMENTED       CGS
 LC1153  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC1153
 LC1153                          STATION DESCRIPTION
 LC1153
 LC1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1153'1.1 MI W FROM LINCOLN.
 LC1153'1.1 MILES WEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 LC1153'FREIGHT STATION AT LINCOLN, LOGAN COUNTY, 9 POLES WEST OF MILEPOST
 LC1153'63, AT A HIGHWAY CROSSING, 18 FEET WEST OF THE CENTERLINE OF
 LC1153'STATE HIGHWAY 10, 10 FEET WEST OF THE CENTERLINE OF THE TRACK,
 LC1153'AT A FLASH SIGNAL, IN THE CENTER OF THE TOP OF THE SOUTH SIDE
 LC1153'OF THE CONCRETE BASE, AND ABOUT ONE FOOT HIGHER THAN THE TRACK.
 LC1153'A STANDARD DISK, STAMPED J 38 1934.
 LC1153
 LC1153                          STATION RECOVERY (1975)
 LC1153
 LC1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0530 ***********************************************************************
 LC0530  DESIGNATION -  J 39
 LC0530  PID         -  LC0530
 LC0530  STATE/COUNTY-  IL/MCLEAN
 LC0530  USGS QUAD   -  ARROWSMITH (1983)
 LC0530
 LC0530                         *CURRENT SURVEY CONTROL
 LC0530  ___________________________________________________________________
 LC0530* NAD 83(1986)-  40 26 59.     (N)    088 41 02.     (W)     SCALED    
 LC0530* NAVD 88     -       261.363  (meters)     857.49   (feet)  ADJUSTED  
 LC0530  ___________________________________________________________________
 LC0530  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0530  DYNAMIC HT  -         261.236 (meters)     857.07  (feet)  COMP
 LC0530  MODELED GRAV-     980,134.2   (mgal)                       NAVD 88
 LC0530
 LC0530  VERT ORDER  -  SECOND    CLASS 0
 LC0530
 LC0530.The horizontal coordinates were scaled from a topographic map and have
 LC0530.an estimated accuracy of +/- 6 seconds.
 LC0530
 LC0530.The orthometric height was determined by differential leveling
 LC0530.and adjusted by the National Geodetic Survey in June 1991..
 LC0530
 LC0530.The geoid height was determined by GEOID03.
 LC0530
 LC0530.The dynamic height is computed by dividing the NAVD 88
 LC0530.geopotential number by the normal gravity value computed on the
 LC0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0530.degrees latitude (g = 980.6199 gals.).
 LC0530
 LC0530.The modeled gravity was interpolated from observed gravity values.
 LC0530
 LC0530;                    North         East    Units  Estimated Accuracy
 LC0530;SPC IL E     -   420,000.      270,260.      MT  (+/- 180 meters Scaled)
 LC0530
 LC0530                          SUPERSEDED SURVEY CONTROL
 LC0530
 LC0530  NGVD 29 (??/??/92)  261.416  (m)          857.66   (f) ADJ UNCH    2 0
 LC0530
 LC0530.Superseded values are not recommended for survey control.
 LC0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0530.See file dsdata.txt to determine how the superseded data were derived.
 LC0530
 LC0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK572790(NAD 83)
 LC0530_MARKER: DB = BENCH MARK DISK
 LC0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0530_STAMPING: J 39 1934
 LC0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0530+STABILITY: SURFACE MOTION
 LC0530
 LC0530  HISTORY     - Date     Condition        Report By
 LC0530  HISTORY     - 1934     MONUMENTED       CGS
 LC0530
 LC0530                          STATION DESCRIPTION
 LC0530
 LC0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0530'1.8 MI E FROM ELLSWORTH.
 LC0530'1.8 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LC0530'FROM THE BANK OF ELLSWORTH AT ELLSWORTH, MCLEAN  COUNTY, 4
 LC0530'POLES EAST OF MILEPOST 358, 25 FEET EAST OF THE CENTERLINE OF A
 LC0530'PUBLIC-ROAD CROSSING, 43 FEET SOUTH OF THE CENTERLINE OF THE
 LC0530'TRACK, AND 5 FEET EAST OF A POINT 2 FEET NORTH OF A CORNER OF
 LC0530'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 39 1934 AND
 LC0530'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1814 ***********************************************************************
 LB1814  DESIGNATION -  J 40
 LB1814  PID         -  LB1814
 LB1814  STATE/COUNTY-  IL/FORD
 LB1814  USGS QUAD   -  RANKIN (1984)
 LB1814
 LB1814                         *CURRENT SURVEY CONTROL
 LB1814  ___________________________________________________________________
 LB1814* NAD 83(1986)-  40 27 46.     (N)    087 58 16.     (W)     SCALED    
 LB1814* NAVD 88     -       232.418  (meters)     762.52   (feet)  ADJUSTED  
 LB1814  ___________________________________________________________________
 LB1814  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LB1814  DYNAMIC HT  -         232.307 (meters)     762.16  (feet)  COMP
 LB1814  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 LB1814
 LB1814  VERT ORDER  -  SECOND    CLASS 0
 LB1814
 LB1814.The horizontal coordinates were scaled from a topographic map and have
 LB1814.an estimated accuracy of +/- 6 seconds.
 LB1814
 LB1814.The orthometric height was determined by differential leveling
 LB1814.and adjusted by the National Geodetic Survey in June 1991..
 LB1814
 LB1814.The geoid height was determined by GEOID03.
 LB1814
 LB1814.The dynamic height is computed by dividing the NAVD 88
 LB1814.geopotential number by the normal gravity value computed on the
 LB1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1814.degrees latitude (g = 980.6199 gals.).
 LB1814
 LB1814.The modeled gravity was interpolated from observed gravity values.
 LB1814
 LB1814;                    North         East    Units  Estimated Accuracy
 LB1814;SPC IL E     -   421,450.      330,720.      MT  (+/- 180 meters Scaled)
 LB1814
 LB1814                          SUPERSEDED SURVEY CONTROL
 LB1814
 LB1814  NGVD 29 (??/??/92)  232.477  (m)          762.72   (f) ADJ UNCH    2 0
 LB1814
 LB1814.Superseded values are not recommended for survey control.
 LB1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1814.See file dsdata.txt to determine how the superseded data were derived.
 LB1814
 LB1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK176795(NAD 83)
 LB1814_MARKER: DB = BENCH MARK DISK
 LB1814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1814_SP_SET: BRIDGE
 LB1814_STAMPING: J 40 1935
 LB1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1814
 LB1814  HISTORY     - Date     Condition        Report By
 LB1814  HISTORY     - 1935     MONUMENTED       CGS
 LB1814  HISTORY     - 20020314 MARK NOT FOUND   INDIV
 LB1814
 LB1814                          STATION DESCRIPTION
 LB1814
 LB1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1814'AT CLARENCE.
 LB1814'AT CLARENCE, FORD COUNTY, ONE BLOCK SOUTH OF THE NEW YORK,
 LB1814'CHICAGO AND ST. LOUIS RAILROAD STATION, 90 FEET SOUTHEAST OF THE
 LB1814'POST OFFICE, AT A 10-FOOT CONCRETE HIGHWAY BRIDGE, IN THE CENTER
 LB1814'OF THE TOP OF THE NORTHEAST WING WALL, AND LEVEL WITH THE
 LB1814'ROADWAY.  A STANDARD DISK, STAMPED J 40 1935.
 LB1814
 LB1814                          STATION RECOVERY (2002)
 LB1814
 LB1814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KJS)
 LB1814'MARK FOUND IS LABELED J-40 RESET 1991 ORIGINAL MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1945 ***********************************************************************
 LB1945  DESIGNATION -  J 41
 LB1945  PID         -  LB1945
 LB1945  STATE/COUNTY-  IL/IROQUOIS
 LB1945  USGS QUAD   -  WATSEKA (1964)
 LB1945
 LB1945                         *CURRENT SURVEY CONTROL
 LB1945  ___________________________________________________________________
 LB1945* NAD 83(1986)-  40 46 23.     (N)    087 38 06.     (W)     SCALED    
 LB1945* NAVD 88     -       208.447  (meters)     683.88   (feet)  ADJUSTED  
 LB1945  ___________________________________________________________________
 LB1945  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LB1945  DYNAMIC HT  -         208.354 (meters)     683.57  (feet)  COMP
 LB1945  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 LB1945
 LB1945  VERT ORDER  -  SECOND    CLASS 0
 LB1945
 LB1945.The horizontal coordinates were scaled from a topographic map and have
 LB1945.an estimated accuracy of +/- 6 seconds.
 LB1945
 LB1945.The orthometric height was determined by differential leveling
 LB1945.and adjusted by the National Geodetic Survey in June 1991..
 LB1945
 LB1945.The geoid height was determined by GEOID03.
 LB1945
 LB1945.The dynamic height is computed by dividing the NAVD 88
 LB1945.geopotential number by the normal gravity value computed on the
 LB1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1945.degrees latitude (g = 980.6199 gals.).
 LB1945
 LB1945.The modeled gravity was interpolated from observed gravity values.
 LB1945
 LB1945;                    North         East    Units  Estimated Accuracy
 LB1945;SPC IL E     -   456,070.      358,950.      MT  (+/- 180 meters Scaled)
 LB1945
 LB1945                          SUPERSEDED SURVEY CONTROL
 LB1945
 LB1945  NGVD 29 (??/??/92)  208.512  (m)          684.09   (f) ADJ UNCH    2 0
 LB1945
 LB1945.Superseded values are not recommended for survey control.
 LB1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1945.See file dsdata.txt to determine how the superseded data were derived.
 LB1945
 LB1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL464137(NAD 83)
 LB1945_MARKER: DB = BENCH MARK DISK
 LB1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1945_STAMPING: J 41 1934
 LB1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1945+STABILITY: SURFACE MOTION
 LB1945
 LB1945  HISTORY     - Date     Condition        Report By
 LB1945  HISTORY     - 1934     MONUMENTED       CGS
 LB1945
 LB1945                          STATION DESCRIPTION
 LB1945
 LB1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1945'AT EASTBURN.
 LB1945'AT EASTBURN, IROQUOIS COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LB1945'RAILROAD, 100 FEET EAST OF AN ELEVATOR, AT A ROAD CROSSING, 50
 LB1945'FEET EAST OF THE CENTERLINE OF THE ROAD, 47 FEET SOUTH OF THE
 LB1945'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD
 LB1945'DISK, STAMPED J 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0356 ***********************************************************************
 LD0356  DESIGNATION -  J 43
 LD0356  PID         -  LD0356
 LD0356  STATE/COUNTY-  IL/FULTON
 LD0356  USGS QUAD   -  LEWISTOWN (1979)
 LD0356
 LD0356                         *CURRENT SURVEY CONTROL
 LD0356  ___________________________________________________________________
 LD0356* NAD 83(1986)-  40 24 19.     (N)    090 08 57.     (W)     SCALED    
 LD0356* NAVD 88     -       179.413  (meters)     588.62   (feet)  ADJUSTED  
 LD0356  ___________________________________________________________________
 LD0356  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0356  DYNAMIC HT  -         179.324 (meters)     588.33  (feet)  COMP
 LD0356  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 LD0356
 LD0356  VERT ORDER  -  SECOND    CLASS 0
 LD0356
 LD0356.The horizontal coordinates were scaled from a topographic map and have
 LD0356.an estimated accuracy of +/- 6 seconds.
 LD0356
 LD0356.The orthometric height was determined by differential leveling
 LD0356.and adjusted by the National Geodetic Survey in June 1991..
 LD0356
 LD0356.The geoid height was determined by GEOID03.
 LD0356
 LD0356.The dynamic height is computed by dividing the NAVD 88
 LD0356.geopotential number by the normal gravity value computed on the
 LD0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0356.degrees latitude (g = 980.6199 gals.).
 LD0356
 LD0356.The modeled gravity was interpolated from observed gravity values.
 LD0356
 LD0356;                    North         East    Units  Estimated Accuracy
 LD0356;SPC IL W     -   414,990.      701,490.      MT  (+/- 180 meters Scaled)
 LD0356
 LD0356                          SUPERSEDED SURVEY CONTROL
 LD0356
 LD0356  NGVD 29 (??/??/92)  179.499  (m)          588.91   (f) ADJ UNCH    2 0
 LD0356
 LD0356.Superseded values are not recommended for survey control.
 LD0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0356.See file dsdata.txt to determine how the superseded data were derived.
 LD0356
 LD0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE419766(NAD 83)
 LD0356_MARKER: DB = BENCH MARK DISK
 LD0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0356_STAMPING: J 43 1935
 LD0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0356+STABILITY: SURFACE MOTION
 LD0356
 LD0356  HISTORY     - Date     Condition        Report By
 LD0356  HISTORY     - 1935     MONUMENTED       CGS
 LD0356  HISTORY     - 1948     MARK NOT FOUND   NGS
 LD0356
 LD0356                          STATION DESCRIPTION
 LD0356
 LD0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LD0356'AT LEWISTOWN.
 LD0356'AT LEWISTOWN, FULTON COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0356'QUINCY RAILROAD, 16 POLES NORTH OF MILEPOST 77, 4 POLES NORTH OF
 LD0356'THE STATION, 42 FEET EAST OF THE CENTERLINE OF THE EAST TRACK,
 LD0356'3 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.
 LD0356'A STANDARD DISK, STAMPED J 43 1935 AND SET IN THE TOP OF A CONCRETE
 LD0356'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1399 ***********************************************************************
 LC1399  DESIGNATION -  J 44
 LC1399  PID         -  LC1399
 LC1399  STATE/COUNTY-  IL/PEORIA
 LC1399  USGS QUAD   -  ELMWOOD (1982)
 LC1399
 LC1399                         *CURRENT SURVEY CONTROL
 LC1399  ___________________________________________________________________
 LC1399* NAD 83(1986)-  40 46 34.     (N)    089 57 53.     (W)     SCALED    
 LC1399* NAVD 88     -       190.489  (meters)     624.96   (feet)  ADJUSTED  
 LC1399  ___________________________________________________________________
 LC1399  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LC1399  DYNAMIC HT  -         190.401 (meters)     624.67  (feet)  COMP
 LC1399  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 LC1399
 LC1399  VERT ORDER  -  SECOND    CLASS 0
 LC1399
 LC1399.The horizontal coordinates were scaled from a topographic map and have
 LC1399.an estimated accuracy of +/- 6 seconds.
 LC1399
 LC1399.The orthometric height was determined by differential leveling
 LC1399.and adjusted by the National Geodetic Survey in June 1991..
 LC1399
 LC1399.The geoid height was determined by GEOID03.
 LC1399
 LC1399.The dynamic height is computed by dividing the NAVD 88
 LC1399.geopotential number by the normal gravity value computed on the
 LC1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1399.degrees latitude (g = 980.6199 gals.).
 LC1399
 LC1399.The modeled gravity was interpolated from observed gravity values.
 LC1399
 LC1399;                    North         East    Units  Estimated Accuracy
 LC1399;SPC IL W     -   456,180.      717,050.      MT  (+/- 180 meters Scaled)
 LC1399
 LC1399                          SUPERSEDED SURVEY CONTROL
 LC1399
 LC1399  NGVD 29 (??/??/92)  190.579  (m)          625.26   (f) ADJ UNCH    2 0
 LC1399
 LC1399.Superseded values are not recommended for survey control.
 LC1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1399.See file dsdata.txt to determine how the superseded data were derived.
 LC1399
 LC1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL498181(NAD 83)
 LC1399_MARKER: DB = BENCH MARK DISK
 LC1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1399_STAMPING: J 44 1935
 LC1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1399+STABILITY: SURFACE MOTION
 LC1399
 LC1399  HISTORY     - Date     Condition        Report By
 LC1399  HISTORY     - 1935     MONUMENTED       CGS
 LC1399  HISTORY     - 1942     GOOD             NGS
 LC1399  HISTORY     - 1977     MARK NOT FOUND   USGS
 LC1399  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 LC1399
 LC1399                          STATION DESCRIPTION
 LC1399
 LC1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LC1399'AT ELMWOOD.
 LC1399'AT ELMWOOD, PEORIA COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LC1399'RAILROAD, 48 FEET NORTH OF THE NORTHWEST CORNER OF THE STATION,
 LC1399'33 FEET EAST OF THE CENTERLINE OF A ROAD, 30 FEET NORTH OF THE
 LC1399'CENTERLINE OF THE MAIN TRACK, AND 18 FEET SOUTHEAST OF A POLE.
 LC1399'A STANDARD DISK, STAMPED J 44 1935 AND SET IN THE TOP OF A
 LC1399'CONCRETE POST PROJECTING 18 INCHES ABOVE GROUND.
 LC1399
 LC1399                          STATION RECOVERY (1977)
 LC1399
 LC1399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LC1399'MARK NOT FOUND.
 LC1399
 LC1399                          STATION RECOVERY (1999)
 LC1399
 LC1399'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0964 ***********************************************************************
 MF0964  DESIGNATION -  J 45
 MF0964  PID         -  MF0964
 MF0964  STATE/COUNTY-  IL/BUREAU
 MF0964  USGS QUAD   -  BUDA (1983)
 MF0964
 MF0964                         *CURRENT SURVEY CONTROL
 MF0964  ___________________________________________________________________
 MF0964* NAD 83(1986)-  41 17 33.     (N)    089 40 17.     (W)     SCALED    
 MF0964* NAVD 88     -       229.446  (meters)     752.77   (feet)  ADJUSTED  
 MF0964  ___________________________________________________________________
 MF0964  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0964  DYNAMIC HT  -         229.350 (meters)     752.46  (feet)  COMP
 MF0964  MODELED GRAV-     980,199.0   (mgal)                       NAVD 88
 MF0964
 MF0964  VERT ORDER  -  SECOND    CLASS 0
 MF0964
 MF0964.The horizontal coordinates were scaled from a topographic map and have
 MF0964.an estimated accuracy of +/- 6 seconds.
 MF0964
 MF0964.The orthometric height was determined by differential leveling
 MF0964.and adjusted by the National Geodetic Survey in June 1991..
 MF0964
 MF0964.The geoid height was determined by GEOID03.
 MF0964
 MF0964.The dynamic height is computed by dividing the NAVD 88
 MF0964.geopotential number by the normal gravity value computed on the
 MF0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0964.degrees latitude (g = 980.6199 gals.).
 MF0964
 MF0964.The modeled gravity was interpolated from observed gravity values.
 MF0964
 MF0964;                    North         East    Units  Estimated Accuracy
 MF0964;SPC IL W     -   513,630.      741,480.      MT  (+/- 180 meters Scaled)
 MF0964
 MF0964                          SUPERSEDED SURVEY CONTROL
 MF0964
 MF0964  NGVD 29 (??/??/92)  229.523  (m)          753.03   (f) ADJ UNCH    2 0
 MF0964
 MF0964.Superseded values are not recommended for survey control.
 MF0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0964.See file dsdata.txt to determine how the superseded data were derived.
 MF0964
 MF0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL763746(NAD 83)
 MF0964_MARKER: DB = BENCH MARK DISK
 MF0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0964_STAMPING: J 45 1934
 MF0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0964+STABILITY: SURFACE MOTION
 MF0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0964+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2001
 MF0964
 MF0964  HISTORY     - Date     Condition        Report By
 MF0964  HISTORY     - 1934     MONUMENTED       CGS
 MF0964  HISTORY     - 1938     GOOD             NGS
 MF0964  HISTORY     - 19951028 GOOD             USPSQD
 MF0964  HISTORY     - 20010509 GOOD             USPSQD
 MF0964  HISTORY     - 20060203 GOOD             USPSQD
 MF0964
 MF0964                          STATION DESCRIPTION
 MF0964
 MF0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MF0964'2.3 MI S FROM BUDA.
 MF0964'2.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0964'FROM THE STATION AT BUDA, BUREAU COUNTY, 0.5 MILE SOUTH OF THE
 MF0964'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, AT A ROAD
 MF0964'CROSSING, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD, 15 FEET
 MF0964'WEST OF THE CENTERLINE OF THE TRACK, ON THE SIDE OF A CUT,
 MF0964'AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MF0964'J 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0964
 MF0964                          STATION RECOVERY (1995)
 MF0964
 MF0964'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0964'RECOVERED IN GOOD CONDITION.
 MF0964
 MF0964                          STATION RECOVERY (2001)
 MF0964
 MF0964'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0964'RECOVERED IN GOOD CONDITION.
 MF0964
 MF0964                          STATION RECOVERY (2006)
 MF0964
 MF0964'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1149 ***********************************************************************
 MF1149  DESIGNATION -  J 46
 MF1149  PID         -  MF1149
 MF1149  STATE/COUNTY-  IL/LEE
 MF1149  USGS QUAD   -  DIXON WEST (1983)
 MF1149
 MF1149                         *CURRENT SURVEY CONTROL
 MF1149  ___________________________________________________________________
 MF1149* NAD 83(1986)-  41 49 41.     (N)    089 30 51.     (W)     SCALED    
 MF1149* NAVD 88     -       207.452  (meters)     680.62   (feet)  ADJUSTED  
 MF1149  ___________________________________________________________________
 MF1149  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1149  DYNAMIC HT  -         207.379 (meters)     680.38  (feet)  COMP
 MF1149  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 MF1149
 MF1149  VERT ORDER  -  SECOND    CLASS 0
 MF1149
 MF1149.The horizontal coordinates were scaled from a topographic map and have
 MF1149.an estimated accuracy of +/- 6 seconds.
 MF1149
 MF1149.The orthometric height was determined by differential leveling
 MF1149.and adjusted by the National Geodetic Survey in June 1991..
 MF1149
 MF1149.The geoid height was determined by GEOID03.
 MF1149
 MF1149.The dynamic height is computed by dividing the NAVD 88
 MF1149.geopotential number by the normal gravity value computed on the
 MF1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1149.degrees latitude (g = 980.6199 gals.).
 MF1149
 MF1149.The modeled gravity was interpolated from observed gravity values.
 MF1149
 MF1149;                    North         East    Units  Estimated Accuracy
 MF1149;SPC IL W     -   573,190.      754,200.      MT  (+/- 180 meters Scaled)
 MF1149
 MF1149                          SUPERSEDED SURVEY CONTROL
 MF1149
 MF1149  NGVD 29 (??/??/92)  207.523  (m)          680.85   (f) ADJ UNCH    2 0
 MF1149
 MF1149.Superseded values are not recommended for survey control.
 MF1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1149.See file dsdata.txt to determine how the superseded data were derived.
 MF1149
 MF1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM912337(NAD 83)
 MF1149_MARKER: DB = BENCH MARK DISK
 MF1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1149_STAMPING: J 46 1934
 MF1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1149+STABILITY: SURFACE MOTION
 MF1149
 MF1149  HISTORY     - Date     Condition        Report By
 MF1149  HISTORY     - 1934     MONUMENTED       CGS
 MF1149  HISTORY     - 1963     GOOD             NGS
 MF1149  HISTORY     - 1981     MARK NOT FOUND   USGS
 MF1149  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF1149  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF1149  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF1149
 MF1149                          STATION DESCRIPTION
 MF1149
 MF1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1149'1.4 MI SW FROM DIXON.
 MF1149'1.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MF1149'FROM THE STATION AT DIXON, LEE COUNTY, ABOUT 350 FEET EAST OF
 MF1149'UNDERPASS 190-1/2, 54 FEET NORTH OF THE CENTERLINE OF THE NORTH
 MF1149'TRACK, 15 FEET NORTHWEST OF A POLE, 5 FEET NORTHWEST OF A FENCE
 MF1149'CORNER, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MF1149'STAMPED J 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF1149
 MF1149                          STATION RECOVERY (1963)
 MF1149
 MF1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MF1149'RECOVERED IN GOOD CONDITION.
 MF1149
 MF1149                          STATION RECOVERY (1981)
 MF1149
 MF1149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MF1149'MARK NOT FOUND.
 MF1149
 MF1149                          STATION RECOVERY (1995)
 MF1149
 MF1149'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1149'MARK NOT FOUND.
 MF1149
 MF1149                          STATION RECOVERY (2002)
 MF1149
 MF1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1149'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1149
 MF1149                          STATION RECOVERY (2003)
 MF1149
 MF1149'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0707 ***********************************************************************
 NH0707  DESIGNATION -  J 47
 NH0707  PID         -  NH0707
 NH0707  STATE/COUNTY-  IL/STEPHENSON
 NH0707  USGS QUAD   -  FREEPORT EAST (1978)
 NH0707
 NH0707                         *CURRENT SURVEY CONTROL
 NH0707  ___________________________________________________________________
 NH0707* NAD 83(1986)-  42 16 58.     (N)    089 35 38.     (W)     SCALED    
 NH0707* NAVD 88     -       239.112  (meters)     784.49   (feet)  ADJUSTED  
 NH0707  ___________________________________________________________________
 NH0707  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NH0707  DYNAMIC HT  -         239.033 (meters)     784.23  (feet)  COMP
 NH0707  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 NH0707
 NH0707  VERT ORDER  -  SECOND    CLASS 0
 NH0707
 NH0707.The horizontal coordinates were scaled from a topographic map and have
 NH0707.an estimated accuracy of +/- 6 seconds.
 NH0707
 NH0707.The orthometric height was determined by differential leveling
 NH0707.and adjusted by the National Geodetic Survey in June 1991..
 NH0707
 NH0707.The geoid height was determined by GEOID03.
 NH0707
 NH0707.The dynamic height is computed by dividing the NAVD 88
 NH0707.geopotential number by the normal gravity value computed on the
 NH0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0707.degrees latitude (g = 980.6199 gals.).
 NH0707
 NH0707.The modeled gravity was interpolated from observed gravity values.
 NH0707
 NH0707;                    North         East    Units  Estimated Accuracy
 NH0707;SPC IL W     -   623,650.      747,240.      MT  (+/- 180 meters Scaled)
 NH0707
 NH0707                          SUPERSEDED SURVEY CONTROL
 NH0707
 NH0707  NGVD 29 (??/??/92)  239.226  (m)          784.86   (f) ADJ UNCH    2 0
 NH0707
 NH0707.Superseded values are not recommended for survey control.
 NH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0707.See file dsdata.txt to determine how the superseded data were derived.
 NH0707
 NH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM861844(NAD 83)
 NH0707_MARKER: DB = BENCH MARK DISK
 NH0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0707_SP_SET: BRIDGE ABUTMENT
 NH0707_STAMPING: J 47 1934
 NH0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0707
 NH0707  HISTORY     - Date     Condition        Report By
 NH0707  HISTORY     - 1934     MONUMENTED       CGS
 NH0707  HISTORY     - 1947     GOOD             NGS
 NH0707  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0707  HISTORY     - 19960918 MARK NOT FOUND   USPSQD
 NH0707  HISTORY     - 20011219 MARK NOT FOUND   USPSQD
 NH0707
 NH0707                          STATION DESCRIPTION
 NH0707
 NH0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NH0707'0.8 MI SE FROM FREEPORT.
 NH0707'0.8 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 NH0707'CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH0707'AT FREEPORT, STEPHENSON COUNTY, AT BRIDGE A 933.5, IN THE TOP
 NH0707'OF THE WEST SIDE OF THE SOUTH CONCRETE ABUTMENT, 9 FEET WEST
 NH0707'OF THE CENTERLINE OF THE TRACK, AND ABOUT 8 INCHES LOWER THAN
 NH0707'THE TRACK.  A STANDARD DISK, STAMPED J 47 1934.
 NH0707
 NH0707                          STATION RECOVERY (1987)
 NH0707
 NH0707'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0707'MARK NOT FOUND.
 NH0707
 NH0707                          STATION RECOVERY (1996)
 NH0707
 NH0707'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0707'MARK NOT FOUND.
 NH0707
 NH0707                          STATION RECOVERY (2001)
 NH0707
 NH0707'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1193 ***********************************************************************
 MF1193  DESIGNATION -  J 48
 MF1193  PID         -  MF1193
 MF1193  STATE/COUNTY-  IL/LEE
 MF1193  USGS QUAD   -  HARMON (1982)
 MF1193
 MF1193                         *CURRENT SURVEY CONTROL
 MF1193  ___________________________________________________________________
 MF1193* NAD 83(1986)-  41 43 15.     (N)    089 33 15.     (W)     SCALED    
 MF1193* NAVD 88     -       205.558  (meters)     674.40   (feet)  ADJUSTED  
 MF1193  ___________________________________________________________________
 MF1193  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1193  DYNAMIC HT  -         205.482 (meters)     674.15  (feet)  COMP
 MF1193  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 MF1193
 MF1193  VERT ORDER  -  SECOND    CLASS 0
 MF1193
 MF1193.The horizontal coordinates were scaled from a topographic map and have
 MF1193.an estimated accuracy of +/- 6 seconds.
 MF1193
 MF1193.The orthometric height was determined by differential leveling
 MF1193.and adjusted by the National Geodetic Survey in June 1991..
 MF1193
 MF1193.The geoid height was determined by GEOID03.
 MF1193
 MF1193.The dynamic height is computed by dividing the NAVD 88
 MF1193.geopotential number by the normal gravity value computed on the
 MF1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1193.degrees latitude (g = 980.6199 gals.).
 MF1193
 MF1193.The modeled gravity was interpolated from observed gravity values.
 MF1193
 MF1193;                    North         East    Units  Estimated Accuracy
 MF1193;SPC IL W     -   561,260.      750,960.      MT  (+/- 180 meters Scaled)
 MF1193
 MF1193                          SUPERSEDED SURVEY CONTROL
 MF1193
 MF1193  NGVD 29 (??/??/92)  205.623  (m)          674.61   (f) ADJ UNCH    2 0
 MF1193
 MF1193.Superseded values are not recommended for survey control.
 MF1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1193.See file dsdata.txt to determine how the superseded data were derived.
 MF1193
 MF1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM875219(NAD 83)
 MF1193_MARKER: DB = BENCH MARK DISK
 MF1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1193_SP_SET: FOUNDATION
 MF1193_STAMPING: J 48 1934
 MF1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1193+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003
 MF1193
 MF1193  HISTORY     - Date     Condition        Report By
 MF1193  HISTORY     - 1934     MONUMENTED       CGS
 MF1193  HISTORY     - 19950802 GOOD             USPSQD
 MF1193  HISTORY     - 20020128 GOOD             NGS
 MF1193  HISTORY     - 20030605 GOOD             USPSQD
 MF1193
 MF1193                          STATION DESCRIPTION
 MF1193
 MF1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1193'AT HARMON.
 MF1193'AT HARMON, LEE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MF1193'RAILROAD, ABOUT 125 FEET EAST OF THE STATION, AT THE CITY WATER
 MF1193'TANK, IN THE TOP OF THE SOUTH CORNER OF THE SOUTH CONCRETE-BLOCK
 MF1193'FOUNDATION, AND 36 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.
 MF1193'A STANDARD DISK, STAMPED J 48 1934.
 MF1193
 MF1193                          STATION RECOVERY (1995)
 MF1193
 MF1193'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1193'RECOVERED IN GOOD CONDITION.
 MF1193
 MF1193                          STATION RECOVERY (2002)
 MF1193
 MF1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1193
 MF1193                          STATION RECOVERY (2003)
 MF1193
 MF1193'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0503 ***********************************************************************
 MF0503  DESIGNATION -  J 49
 MF0503  PID         -  MF0503
 MF0503  STATE/COUNTY-  IL/LA SALLE
 MF0503  USGS QUAD   -  EARLVILLE (1971)
 MF0503
 MF0503                         *CURRENT SURVEY CONTROL
 MF0503  ___________________________________________________________________
 MF0503* NAD 83(1986)-  41 35 22.     (N)    088 55 50.     (W)     SCALED    
 MF0503* NAVD 88     -       214.310  (meters)     703.12   (feet)  ADJUSTED  
 MF0503  ___________________________________________________________________
 MF0503  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF0503  DYNAMIC HT  -         214.225 (meters)     702.84  (feet)  COMP
 MF0503  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 MF0503
 MF0503  VERT ORDER  -  SECOND    CLASS 0
 MF0503
 MF0503.The horizontal coordinates were scaled from a topographic map and have
 MF0503.an estimated accuracy of +/- 6 seconds.
 MF0503
 MF0503.The orthometric height was determined by differential leveling
 MF0503.and adjusted by the National Geodetic Survey in June 1991..
 MF0503
 MF0503.The geoid height was determined by GEOID03.
 MF0503
 MF0503.The dynamic height is computed by dividing the NAVD 88
 MF0503.geopotential number by the normal gravity value computed on the
 MF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0503.degrees latitude (g = 980.6199 gals.).
 MF0503
 MF0503.The modeled gravity was interpolated from observed gravity values.
 MF0503
 MF0503;                    North         East    Units  Estimated Accuracy
 MF0503;SPC IL E     -   546,680.      250,200.      MT  (+/- 180 meters Scaled)
 MF0503
 MF0503                          SUPERSEDED SURVEY CONTROL
 MF0503
 MF0503  NGVD 29 (??/??/92)  214.376  (m)          703.33   (f) ADJ UNCH    2 0
 MF0503
 MF0503.Superseded values are not recommended for survey control.
 MF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0503.See file dsdata.txt to determine how the superseded data were derived.
 MF0503
 MF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM390059(NAD 83)
 MF0503_MARKER: DB = BENCH MARK DISK
 MF0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0503_SP_SET: SEMAPHORE
 MF0503_STAMPING: J 49 1934
 MF0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0503
 MF0503  HISTORY     - Date     Condition        Report By
 MF0503  HISTORY     - 1934     MONUMENTED       CGS
 MF0503  HISTORY     - 1935     GOOD             NGS
 MF0503  HISTORY     - 1970     MARK NOT FOUND   USGS
 MF0503  HISTORY     - 19970801 MARK NOT FOUND   USPSQD
 MF0503  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 MF0503
 MF0503                          STATION DESCRIPTION
 MF0503
 MF0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MF0503'AT EARLVILLE.
 MF0503'AT EARLVILLE, LA SALLE COUNTY, ON THE CHICAGO, BURLINGTON
 MF0503'AND QUINCY RAILROAD, 0.1 MILE WEST OF THE PUBLIC LIBRARY, 521
 MF0503'FEET WEST OF THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 MF0503'RAILWAY, 9 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK,
 MF0503'IN THE TOP OF THE 3- BH 8 FOOT CONCRETE BASE OF AN ABANDONED
 MF0503'SEMAPHORE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 MF0503'DISK, STAMPED J 49 1934.
 MF0503
 MF0503                          STATION RECOVERY (1970)
 MF0503
 MF0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MF0503'MARK NOT FOUND.
 MF0503
 MF0503                          STATION RECOVERY (1997)
 MF0503
 MF0503'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0503'MARK NOT FOUND.
 MF0503
 MF0503                          STATION RECOVERY (2002)
 MF0503
 MF0503'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7267 ***********************************************************************
 AB7267  DESIGNATION -  J 50 RESET
 AB7267  PID         -  AB7267
 AB7267  STATE/COUNTY-  IL/DE KALB
 AB7267  USGS QUAD   -  SYCAMORE (1975)
 AB7267
 AB7267                         *CURRENT SURVEY CONTROL
 AB7267  ___________________________________________________________________
 AB7267* NAD 83(1986)-  41 58 36.     (N)    088 41 34.     (W)     SCALED    
 AB7267* NAVD 88     -       266.58   (meters)     874.6    (feet)  RESET     
 AB7267  ___________________________________________________________________
 AB7267  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AB7267
 AB7267  VERT ORDER  -  THIRD
 AB7267
 AB7267.The horizontal coordinates were scaled from a topographic map and have
 AB7267.an estimated accuracy of +/- 6 seconds.
 AB7267
 AB7267.The orthometric height was computed from unverified reset data.
 AB7267
 AB7267.The geoid height was determined by GEOID03.
 AB7267
 AB7267;                    North         East    Units  Estimated Accuracy
 AB7267;SPC IL E     -   589,570.      270,210.      MT  (+/- 180 meters Scaled)
 AB7267
 AB7267                          SUPERSEDED SURVEY CONTROL
 AB7267
 AB7267.No superseded survey control is available for this station.
 AB7267
 AB7267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM597485(NAD 83)
 AB7267_MARKER: DV = VERTICAL CONTROL DISK
 AB7267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7267_STAMPING: J 50 RESET 1995
 AB7267_MARK LOGO: NGS   
 AB7267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7267+STABILITY: SURFACE MOTION
 AB7267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7267+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AB7267
 AB7267  HISTORY     - Date     Condition        Report By
 AB7267  HISTORY     - 1995     MONUMENTED       NGS
 AB7267  HISTORY     - 20031001 GOOD             USPSQD
 AB7267
 AB7267                          STATION DESCRIPTION
 AB7267
 AB7267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RKB)
 AB7267'LOCATED ON THE SOUTH SIDE OF SYCAMORE NEAR THE INTERSECTION OF PARK
 AB7267'AVENUE AND BORDEN STREET.  TO REACH FROM THE DE KALB COUNTY COURTHOUSE
 AB7267'ON STATE ROUTE 64 (WHICH IS ALSO STATE STREET) IN THE CENTER OF
 AB7267'SYCAMORE, GO WEST FOR 0.1 MI (0.2 KM) TO SOMONAUK STREET, TURN LEFT,
 AB7267'SOUTH, FOR 0.85 MI (1.37 KM) TO BORDEN STREET, TURN RIGHT, WEST, FOR
 AB7267'0.1 MI (0.2 KM) TO PARK AVENUE AND THE STATION, 5.3 M (17.4 FT) WEST
 AB7267'OF THE CENTERLINE OF PARK AVENUE, 36.3 M (119.1 FT) SOUTH OF THE
 AB7267'CENTERLINE OF BORDEN AVENUE, 30.3 M (99.4 FT) EAST OF THE MAIN
 AB7267'ENTRANCE DOOR TO THE IDEAL CO FACTORY, 0.7 M (2.3 FT) WEST OF THE BACK
 AB7267'OF THE WEST CURB OF PARK AVENUE, 0,6 M EAST OF THE EAST EDGE OF THE
 AB7267'SIDEWALK, IN THE CENTER OF A 1.2 M (3.9 FT) WIDE GRASS SIDEWALK
 AB7267'MEDIAN, SET FLUSH WITH THE GROUND IN A ROUND CONCRETE MONUMENT.
 AB7267
 AB7267                          STATION RECOVERY (2003)
 AB7267
 AB7267'RECOVERY NOTE BY US POWER SQUADRON 2003
 AB7267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0862 ***********************************************************************
 MF0862  DESIGNATION -  J 51
 MF0862  PID         -  MF0862
 MF0862  STATE/COUNTY-  IL/BUREAU
 MF0862  USGS QUAD   -  PRINCETON SOUTH (1979)
 MF0862
 MF0862                         *CURRENT SURVEY CONTROL
 MF0862  ___________________________________________________________________
 MF0862* NAD 83(1986)-  41 17 22.     (N)    089 29 05.     (W)     SCALED    
 MF0862* NAVD 88     -       156.081  (meters)     512.08   (feet)  ADJUSTED  
 MF0862  ___________________________________________________________________
 MF0862  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF0862  DYNAMIC HT  -         156.017 (meters)     511.87  (feet)  COMP
 MF0862  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MF0862
 MF0862  VERT ORDER  -  SECOND    CLASS 0
 MF0862
 MF0862.The horizontal coordinates were scaled from a topographic map and have
 MF0862.an estimated accuracy of +/- 6 seconds.
 MF0862
 MF0862.The orthometric height was determined by differential leveling
 MF0862.and adjusted by the National Geodetic Survey in June 1991..
 MF0862
 MF0862.The geoid height was determined by GEOID03.
 MF0862
 MF0862.The dynamic height is computed by dividing the NAVD 88
 MF0862.geopotential number by the normal gravity value computed on the
 MF0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0862.degrees latitude (g = 980.6199 gals.).
 MF0862
 MF0862.The modeled gravity was interpolated from observed gravity values.
 MF0862
 MF0862;                    North         East    Units  Estimated Accuracy
 MF0862;SPC IL W     -   513,390.      757,120.      MT  (+/- 180 meters Scaled)
 MF0862
 MF0862                          SUPERSEDED SURVEY CONTROL
 MF0862
 MF0862  NGVD 29 (??/??/92)  156.16   (m)          512.3    (f) COMPUTED    2 0
 MF0862
 MF0862.Superseded values are not recommended for survey control.
 MF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0862.See file dsdata.txt to determine how the superseded data were derived.
 MF0862
 MF0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL919738(NAD 83)
 MF0862_MARKER: DB = BENCH MARK DISK
 MF0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0862_SP_SET: ABUTMENT
 MF0862_STAMPING: J 51 1934
 MF0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0862
 MF0862  HISTORY     - Date     Condition        Report By
 MF0862  HISTORY     - 1934     MONUMENTED       CGS
 MF0862  HISTORY     - 1965     MARK NOT FOUND   NGS
 MF0862  HISTORY     - 19960412 MARK NOT FOUND   USPSQD
 MF0862  HISTORY     - 20010516 MARK NOT FOUND   USPSQD
 MF0862
 MF0862                          STATION DESCRIPTION
 MF0862
 MF0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0862'1 MI E FROM TISKILWA.
 MF0862'1.0 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0862'RAILROAD FROM THE STATION AT TISKILWA, BUREAU COUNTY, AT POLE
 MF0862'C 121/40, AT A ROAD CROSSING, 75 FEET EAST OF THE CENTERLINE
 MF0862'OF THE ROAD, AT BRIDGE 1214, AND IN THE TOP OF THE NORTH END
 MF0862'OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED J
 MF0862'51 1934.
 MF0862
 MF0862                          STATION RECOVERY (1965)
 MF0862
 MF0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MF0862'MARK NOT FOUND.
 MF0862
 MF0862                          STATION RECOVERY (1996)
 MF0862
 MF0862'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0862'MARK NOT FOUND.
 MF0862
 MF0862                          STATION RECOVERY (2001)
 MF0862
 MF0862'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0081 ***********************************************************************
 MG0081  DESIGNATION -  J 52
 MG0081  PID         -  MG0081
 MG0081  STATE/COUNTY-  IL/HENRY
 MG0081  USGS QUAD   -  GENESEO (1991)
 MG0081
 MG0081                         *CURRENT SURVEY CONTROL
 MG0081  ___________________________________________________________________
 MG0081* NAD 83(1986)-  41 27 10.     (N)    090 09 23.     (W)     SCALED    
 MG0081* NAVD 88     -       195.814  (meters)     642.43   (feet)  ADJUSTED  
 MG0081  ___________________________________________________________________
 MG0081  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0081  DYNAMIC HT  -         195.737 (meters)     642.18  (feet)  COMP
 MG0081  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 MG0081
 MG0081  VERT ORDER  -  SECOND    CLASS 0
 MG0081
 MG0081.The horizontal coordinates were scaled from a topographic map and have
 MG0081.an estimated accuracy of +/- 6 seconds.
 MG0081
 MG0081.The orthometric height was determined by differential leveling
 MG0081.and adjusted by the National Geodetic Survey in June 1991..
 MG0081
 MG0081.The geoid height was determined by GEOID03.
 MG0081
 MG0081.The dynamic height is computed by dividing the NAVD 88
 MG0081.geopotential number by the normal gravity value computed on the
 MG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0081.degrees latitude (g = 980.6199 gals.).
 MG0081
 MG0081.The modeled gravity was interpolated from observed gravity values.
 MG0081
 MG0081;                    North         East    Units  Estimated Accuracy
 MG0081;SPC IL W     -   531,310.      700,860.      MT  (+/- 180 meters Scaled)
 MG0081
 MG0081                          SUPERSEDED SURVEY CONTROL
 MG0081
 MG0081  NGVD 29 (??/??/92)  195.899  (m)          642.71   (f) ADJ UNCH    2 0
 MG0081
 MG0081.Superseded values are not recommended for survey control.
 MG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0081.See file dsdata.txt to determine how the superseded data were derived.
 MG0081
 MG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF375929(NAD 83)
 MG0081_MARKER: DB = BENCH MARK DISK
 MG0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0081_SP_SET: WALL
 MG0081_STAMPING: J 52 1934
 MG0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0081+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2003
 MG0081
 MG0081  HISTORY     - Date     Condition        Report By
 MG0081  HISTORY     - 1934     MONUMENTED       CGS
 MG0081  HISTORY     - 1958     GOOD             NGS
 MG0081  HISTORY     - 19960722 GOOD             USPSQD
 MG0081  HISTORY     - 20010919 GOOD             USPSQD
 MG0081  HISTORY     - 20031005 GOOD             NGS
 MG0081
 MG0081                          STATION DESCRIPTION
 MG0081
 MG0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MG0081'AT GENESEO.
 MG0081'AT GENESEO, HENRY COUNTY, ON WEST FIRST STREET, AT THE
 MG0081'CROSSING OF SOUTH CENTER STREET, AT THE NORTHEAST CORNER OF THE
 MG0081'POST OFFICE, IN THE BRICK WALL, AND 2-1/2 FEET ABOVE THE
 MG0081'GROUND.  A STANDARD DISK, STAMPED J 52 1934 AND SET VERTICALLY.
 MG0081
 MG0081                          STATION RECOVERY (1996)
 MG0081
 MG0081'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0081'RECOVERED IN GOOD CONDITION.
 MG0081
 MG0081                          STATION RECOVERY (2001)
 MG0081
 MG0081'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0081'RECOVERED IN GOOD CONDITION.
 MG0081
 MG0081                          STATION RECOVERY (2003)
 MG0081
 MG0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MG0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0054 ***********************************************************************
 MG0054  DESIGNATION -  J 53
 MG0054  PID         -  MG0054
 MG0054  STATE/COUNTY-  IL/HENRY
 MG0054  USGS QUAD   -  ANDOVER (1991)
 MG0054
 MG0054                         *CURRENT SURVEY CONTROL
 MG0054  ___________________________________________________________________
 MG0054* NAD 83(1986)-  41 19 31.     (N)    090 21 49.     (W)     SCALED    
 MG0054* NAVD 88     -       230.483  (meters)     756.18   (feet)  ADJUSTED  
 MG0054  ___________________________________________________________________
 MG0054  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MG0054  DYNAMIC HT  -         230.391 (meters)     755.87  (feet)  COMP
 MG0054  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 MG0054
 MG0054  VERT ORDER  -  SECOND    CLASS 0
 MG0054
 MG0054.The horizontal coordinates were scaled from a topographic map and have
 MG0054.an estimated accuracy of +/- 6 seconds.
 MG0054
 MG0054.The orthometric height was determined by differential leveling
 MG0054.and adjusted by the National Geodetic Survey in June 1991..
 MG0054
 MG0054.The geoid height was determined by GEOID03.
 MG0054
 MG0054.The dynamic height is computed by dividing the NAVD 88
 MG0054.geopotential number by the normal gravity value computed on the
 MG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0054.degrees latitude (g = 980.6199 gals.).
 MG0054
 MG0054.The modeled gravity was interpolated from observed gravity values.
 MG0054
 MG0054;                    North         East    Units  Estimated Accuracy
 MG0054;SPC IL W     -   517,170.      683,510.      MT  (+/- 180 meters Scaled)
 MG0054
 MG0054                          SUPERSEDED SURVEY CONTROL
 MG0054
 MG0054  NGVD 29 (??/??/92)  230.553  (m)          756.41   (f) ADJ UNCH    2 0
 MG0054
 MG0054.Superseded values are not recommended for survey control.
 MG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0054.See file dsdata.txt to determine how the superseded data were derived.
 MG0054
 MG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF206782(NAD 83)
 MG0054_MARKER: DB = BENCH MARK DISK
 MG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0054_STAMPING: J 53 1934
 MG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0054+STABILITY: SURFACE MOTION
 MG0054
 MG0054  HISTORY     - Date     Condition        Report By
 MG0054  HISTORY     - 1934     MONUMENTED       CGS
 MG0054  HISTORY     - 1960     GOOD             NGS
 MG0054  HISTORY     - 19880427 MARK NOT FOUND   USPSQD
 MG0054  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0054  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 MG0054  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0054
 MG0054                          STATION DESCRIPTION
 MG0054
 MG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0054'2.3 MI S FROM ORION.
 MG0054'2.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0054'RAILROAD FROM THE STATION AT ORION, HENRY COUNTY, AT A ROAD
 MG0054'CROSSING, 39 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 17 FEET
 MG0054'EAST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.
 MG0054'A STANDARD DISK, STAMPED J 53 1934 AND SET IN THE TOP OF A CONCRETE
 MG0054'POST.
 MG0054
 MG0054                          STATION RECOVERY (1960)
 MG0054
 MG0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MG0054'RECOVERED IN GOOD CONDITION.
 MG0054
 MG0054                          STATION RECOVERY (1988)
 MG0054
 MG0054'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0054'MARK NOT FOUND.
 MG0054
 MG0054                          STATION RECOVERY (1996)
 MG0054
 MG0054'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0054'MARK NOT FOUND.
 MG0054
 MG0054                          STATION RECOVERY (2001)
 MG0054
 MG0054'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0054'MARK NOT FOUND.
 MG0054
 MG0054                          STATION RECOVERY (2004)
 MG0054
 MG0054'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0008 ***********************************************************************
 LD0008  DESIGNATION -  J 54
 LD0008  PID         -  LD0008
 LD0008  STATE/COUNTY-  IL/KNOX
 LD0008  USGS QUAD   -  ABINGDON (1982)
 LD0008
 LD0008                         *CURRENT SURVEY CONTROL
 LD0008  ___________________________________________________________________
 LD0008* NAD 83(1986)-  40 47 40.     (N)    090 23 40.     (W)     SCALED    
 LD0008* NAVD 88     -       219.224  (meters)     719.24   (feet)  ADJUSTED  
 LD0008  ___________________________________________________________________
 LD0008  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0008  DYNAMIC HT  -         219.120 (meters)     718.90  (feet)  COMP
 LD0008  MODELED GRAV-     980,147.5   (mgal)                       NAVD 88
 LD0008
 LD0008  VERT ORDER  -  SECOND    CLASS 0
 LD0008
 LD0008.The horizontal coordinates were scaled from a topographic map and have
 LD0008.an estimated accuracy of +/- 6 seconds.
 LD0008
 LD0008.The orthometric height was determined by differential leveling
 LD0008.and adjusted by the National Geodetic Survey in June 1991..
 LD0008
 LD0008.The geoid height was determined by GEOID03.
 LD0008
 LD0008.The dynamic height is computed by dividing the NAVD 88
 LD0008.geopotential number by the normal gravity value computed on the
 LD0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0008.degrees latitude (g = 980.6199 gals.).
 LD0008
 LD0008.The modeled gravity was interpolated from observed gravity values.
 LD0008
 LD0008;                    North         East    Units  Estimated Accuracy
 LD0008;SPC IL W     -   458,220.      680,780.      MT  (+/- 180 meters Scaled)
 LD0008
 LD0008                          SUPERSEDED SURVEY CONTROL
 LD0008
 LD0008  NGVD 29 (??/??/92)  219.284  (m)          719.43   (f) ADJ UNCH    2 0
 LD0008
 LD0008.Superseded values are not recommended for survey control.
 LD0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0008.See file dsdata.txt to determine how the superseded data were derived.
 LD0008
 LD0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF198192(NAD 83)
 LD0008_MARKER: DB = BENCH MARK DISK
 LD0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0008_STAMPING: J 54 1934
 LD0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0008+STABILITY: SURFACE MOTION
 LD0008
 LD0008  HISTORY     - Date     Condition        Report By
 LD0008  HISTORY     - 1934     MONUMENTED       CGS
 LD0008  HISTORY     - 1935     GOOD             NGS
 LD0008  HISTORY     - 1978     MARK NOT FOUND   USGS
 LD0008  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0008
 LD0008                          STATION DESCRIPTION
 LD0008
 LD0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0008'0.8 MI S FROM ABINGDON.
 LD0008'0.8 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0008'FROM THE STATION AT ABINGDON, KNOX COUNTY, AT A ROAD CROSSING,
 LD0008'AT THE SOUTH END OF THE ABINGDON SANITARY MFG. CO. PLANT, 90
 LD0008'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 32 FEET EAST OF THE
 LD0008'CENTERLINE OF THE EAST TRACK.  A STANDARD DISK, STAMPED J 54
 LD0008'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LD0008
 LD0008                          STATION RECOVERY (1978)
 LD0008
 LD0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LD0008'MARK NOT FOUND.
 LD0008
 LD0008                          STATION RECOVERY (1997)
 LD0008
 LD0008'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0372 ***********************************************************************
 LD0372  DESIGNATION -  J 55
 LD0372  PID         -  LD0372
 LD0372  STATE/COUNTY-  IL/MCDONOUGH
 LD0372  USGS QUAD   -  COLCHESTER (1974)
 LD0372
 LD0372                         *CURRENT SURVEY CONTROL
 LD0372  ___________________________________________________________________
 LD0372* NAD 83(1986)-  40 25 31.     (N)    090 47 24.     (W)     SCALED    
 LD0372* NAVD 88     -       212.453  (meters)     697.02   (feet)  ADJUSTED  
 LD0372  ___________________________________________________________________
 LD0372  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LD0372  DYNAMIC HT  -         212.349 (meters)     696.68  (feet)  COMP
 LD0372  MODELED GRAV-     980,130.4   (mgal)                       NAVD 88
 LD0372
 LD0372  VERT ORDER  -  SECOND    CLASS 0
 LD0372
 LD0372.The horizontal coordinates were scaled from a topographic map and have
 LD0372.an estimated accuracy of +/- 6 seconds.
 LD0372
 LD0372.The orthometric height was determined by differential leveling
 LD0372.and adjusted by the National Geodetic Survey in June 1991..
 LD0372
 LD0372.The geoid height was determined by GEOID03.
 LD0372
 LD0372.The dynamic height is computed by dividing the NAVD 88
 LD0372.geopotential number by the normal gravity value computed on the
 LD0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0372.degrees latitude (g = 980.6199 gals.).
 LD0372
 LD0372.The modeled gravity was interpolated from observed gravity values.
 LD0372
 LD0372;                    North         East    Units  Estimated Accuracy
 LD0372;SPC IL W     -   417,390.      647,110.      MT  (+/- 180 meters Scaled)
 LD0372
 LD0372                          SUPERSEDED SURVEY CONTROL
 LD0372
 LD0372  NGVD 29 (??/??/92)  212.525  (m)          697.26   (f) ADJ UNCH    2 0
 LD0372
 LD0372.Superseded values are not recommended for survey control.
 LD0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0372.See file dsdata.txt to determine how the superseded data were derived.
 LD0372
 LD0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE874773(NAD 83)
 LD0372_MARKER: DB = BENCH MARK DISK
 LD0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0372_STAMPING: J 55 1935
 LD0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0372+STABILITY: SURFACE MOTION
 LD0372
 LD0372  HISTORY     - Date     Condition        Report By
 LD0372  HISTORY     - 1935     MONUMENTED       CGS
 LD0372  HISTORY     - 1974     MARK NOT FOUND   USGS
 LD0372  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 LD0372
 LD0372                          STATION DESCRIPTION
 LD0372
 LD0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0372'AT COLCHESTER.
 LD0372'AT COLCHESTER, MCDONOUGH  COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0372'QUINCY RAILROAD, 300 YARDS NORTHEAST OF THE STATION, AT POLE 209+05,
 LD0372'39 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, BETWEEN
 LD0372'A RIGHT-OF-WAY STAKE AND A POLE, AND ONE FOOT LOWER THAN THE TRACK.
 LD0372'A STANDARD DISK, STAMPED J 55 1935 AND SET IN THE TOP OF A CONCRETE
 LD0372'POST.
 LD0372
 LD0372                          STATION RECOVERY (1974)
 LD0372
 LD0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0372'MARK NOT FOUND.
 LD0372
 LD0372                          STATION RECOVERY (2004)
 LD0372
 LD0372'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 LD0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0332 ***********************************************************************
 LD0332  DESIGNATION -  J 56
 LD0332  PID         -  LD0332
 LD0332  STATE/COUNTY-  IL/FULTON
 LD0332  USGS QUAD   -  RAY (1981)
 LD0332
 LD0332                         *CURRENT SURVEY CONTROL
 LD0332  ___________________________________________________________________
 LD0332* NAD 83(1986)-  40 13 39.     (N)    090 26 21.     (W)     SCALED    
 LD0332* NAVD 88     -       187.501  (meters)     615.16   (feet)  ADJUSTED  
 LD0332  ___________________________________________________________________
 LD0332  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LD0332  DYNAMIC HT  -         187.406 (meters)     614.85  (feet)  COMP
 LD0332  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 LD0332
 LD0332  VERT ORDER  -  SECOND    CLASS 0
 LD0332
 LD0332.The horizontal coordinates were scaled from a topographic map and have
 LD0332.an estimated accuracy of +/- 6 seconds.
 LD0332
 LD0332.The orthometric height was determined by differential leveling
 LD0332.and adjusted by the National Geodetic Survey in June 1991..
 LD0332
 LD0332.The geoid height was determined by GEOID03.
 LD0332
 LD0332.The dynamic height is computed by dividing the NAVD 88
 LD0332.geopotential number by the normal gravity value computed on the
 LD0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0332.degrees latitude (g = 980.6199 gals.).
 LD0332
 LD0332.The modeled gravity was interpolated from observed gravity values.
 LD0332
 LD0332;                    North         East    Units  Estimated Accuracy
 LD0332;SPC IL W     -   395,280.      676,810.      MT  (+/- 180 meters Scaled)
 LD0332
 LD0332                          SUPERSEDED SURVEY CONTROL
 LD0332
 LD0332  NGVD 29 (??/??/92)  187.592  (m)          615.46   (f) ADJ UNCH    2 0
 LD0332
 LD0332.Superseded values are not recommended for survey control.
 LD0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0332.See file dsdata.txt to determine how the superseded data were derived.
 LD0332
 LD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE178561(NAD 83)
 LD0332_MARKER: DB = BENCH MARK DISK
 LD0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0332_STAMPING: J 56 1935
 LD0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0332+STABILITY: SURFACE MOTION
 LD0332
 LD0332  HISTORY     - Date     Condition        Report By
 LD0332  HISTORY     - 1935     MONUMENTED       CGS
 LD0332
 LD0332                          STATION DESCRIPTION
 LD0332
 LD0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0332'4.6 MI S FROM VERMONT.
 LD0332'4.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0332'FROM THE STATION AT VERMONT, FULTON COUNTY, ABOUT 1650 FEET SOUTH
 LD0332'OF MILEPOST 133, 21 FEET EAST OF A POINT 36 FEET NORTH OF THE
 LD0332'CENTER OF A ROAD CROSSING, NEAR THE SOUTH END OF A CUT, AND 18
 LD0332'INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 56 1935
 LD0332'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0448 ***********************************************************************
 NH0448  DESIGNATION -  J 6
 NH0448  PID         -  NH0448
 NH0448  STATE/COUNTY-  IL/WINNEBAGO
 NH0448  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0448
 NH0448                         *CURRENT SURVEY CONTROL
 NH0448  ___________________________________________________________________
 NH0448* NAD 83(1986)-  42 15 52.     (N)    089 06 02.     (W)     SCALED    
 NH0448* NAVD 88     -       218.843  (meters)     717.99   (feet)  ADJUSTED  
 NH0448  ___________________________________________________________________
 NH0448  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH0448  DYNAMIC HT  -         218.773 (meters)     717.76  (feet)  COMP
 NH0448  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 NH0448
 NH0448  VERT ORDER  -  FIRST     CLASS II
 NH0448
 NH0448.The horizontal coordinates were scaled from a topographic map and have
 NH0448.an estimated accuracy of +/- 6 seconds.
 NH0448
 NH0448.The orthometric height was determined by differential leveling
 NH0448.and adjusted by the National Geodetic Survey in June 1991..
 NH0448
 NH0448.The geoid height was determined by GEOID03.
 NH0448
 NH0448.The dynamic height is computed by dividing the NAVD 88
 NH0448.geopotential number by the normal gravity value computed on the
 NH0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0448.degrees latitude (g = 980.6199 gals.).
 NH0448
 NH0448.The modeled gravity was interpolated from observed gravity values.
 NH0448
 NH0448;                    North         East    Units  Estimated Accuracy
 NH0448;SPC IL W     -   622,010.      787,960.      MT  (+/- 180 meters Scaled)
 NH0448
 NH0448                          SUPERSEDED SURVEY CONTROL
 NH0448
 NH0448.No superseded survey control is available for this station.
 NH0448
 NH0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM267812(NAD 83)
 NH0448_MARKER: DB = BENCH MARK DISK
 NH0448_SETTING: 0 = UNSPECIFIED SETTING
 NH0448_STAMPING: J 6 1920
 NH0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0448
 NH0448  HISTORY     - Date     Condition        Report By
 NH0448  HISTORY     - 1920     MONUMENTED       CGS
 NH0448  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0448
 NH0448                          STATION DESCRIPTION
 NH0448
 NH0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 NH0448'AT ROCKFORD.
 NH0448'AT ROCKFORD, WINNEBAGO COUNTY, AT THE ILLINOIS CENTRAL RR STATION,
 NH0448'IN THE W END OF THE SOUTHERNMOST WINDOW PROJECTION, 9 IN E OF
 NH0448'THE CORNER, AND ABOUT 3-3/4 FT HIGHER THAN THE GROUND.  A
 NH0448'STANDARD DISK, STAMPED ELEV. 718.476 FT. J 6 1920.
 NH0448
 NH0448                          STATION RECOVERY (1997)
 NH0448
 NH0448'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0449 ***********************************************************************
 NH0449  DESIGNATION -  J 6 RESET 1952
 NH0449  PID         -  NH0449
 NH0449  STATE/COUNTY-  IL/WINNEBAGO
 NH0449  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0449
 NH0449                         *CURRENT SURVEY CONTROL
 NH0449  ___________________________________________________________________
 NH0449* NAD 83(1986)-  42 15 52.     (N)    089 06 02.     (W)     SCALED    
 NH0449* NAVD 88     -       218.843  (meters)     717.99   (feet)  ADJUSTED  
 NH0449  ___________________________________________________________________
 NH0449  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH0449  DYNAMIC HT  -         218.773 (meters)     717.76  (feet)  COMP
 NH0449  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 NH0449
 NH0449  VERT ORDER  -  FIRST     CLASS II
 NH0449
 NH0449.The horizontal coordinates were scaled from a topographic map and have
 NH0449.an estimated accuracy of +/- 6 seconds.
 NH0449
 NH0449.The orthometric height was determined by differential leveling
 NH0449.and adjusted by the National Geodetic Survey in June 1991..
 NH0449
 NH0449.The geoid height was determined by GEOID03.
 NH0449
 NH0449.The dynamic height is computed by dividing the NAVD 88
 NH0449.geopotential number by the normal gravity value computed on the
 NH0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0449.degrees latitude (g = 980.6199 gals.).
 NH0449
 NH0449.The modeled gravity was interpolated from observed gravity values.
 NH0449
 NH0449;                    North         East    Units  Estimated Accuracy
 NH0449;SPC IL W     -   622,010.      787,960.      MT  (+/- 180 meters Scaled)
 NH0449
 NH0449                          SUPERSEDED SURVEY CONTROL
 NH0449
 NH0449  NGVD 29 (??/??/92)  218.900  (m)          718.17   (f) ADJ UNCH    1 2
 NH0449
 NH0449.Superseded values are not recommended for survey control.
 NH0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0449.See file dsdata.txt to determine how the superseded data were derived.
 NH0449
 NH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM267812(NAD 83)
 NH0449_MARKER: DB = BENCH MARK DISK
 NH0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0449_SP_SET: BUILDING
 NH0449_STAMPING: J 6 RESET 1952
 NH0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0449
 NH0449  HISTORY     - Date     Condition        Report By
 NH0449  HISTORY     - 1952     MONUMENTED       CGS
 NH0449  HISTORY     - 1960     GOOD             NGS
 NH0449  HISTORY     - 1987     GOOD             USPSQD
 NH0449  HISTORY     - 19970323 GOOD             USPSQD
 NH0449  HISTORY     - 20020721 GOOD             USPSQD
 NH0449
 NH0449                          STATION DESCRIPTION
 NH0449
 NH0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0449'AT ROCKFORD.
 NH0449'AT ROCKFORD, 94 YARDS NORTHWEST ALONG THE ILLINOIS CENTRAL
 NH0449'RAILROAD FROM THE CENTER OF INTERSECTION OF HIGHWAY 2 (SOUTH
 NH0449'MAIN STREET), IN S-27, R-1E, T-44N, 14 1/2 FEET NORTHEAST OF THE
 NH0449'NORTHEAST RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF YELLOW
 NH0449'BRICK ONE-SOTRY (NEW) ILLINOIS CENTRAL RAILROAD STATION (PASSENGER),
 NH0449'1 FOOT SOUTHEAST OF THE WEST CORNER OF BUILDING OCCUPIED BY
 NH0449'TELEGRAPH OPERATORS OFFICE, AND 3 1/2 FEET ABOVE THE LEVEL OF
 NH0449'STATION PLATFORM.
 NH0449
 NH0449                          STATION RECOVERY (1987)
 NH0449
 NH0449'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0449'RECOVERED IN GOOD CONDITION.
 NH0449
 NH0449                          STATION RECOVERY (1997)
 NH0449
 NH0449'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0449'RECOVERED IN GOOD CONDITION.
 NH0449
 NH0449                          STATION RECOVERY (2002)
 NH0449
 NH0449'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 NH0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0746 ***********************************************************************
 MF0746  DESIGNATION -  J 7
 MF0746  PID         -  MF0746
 MF0746  STATE/COUNTY-  IL/MARSHALL
 MF0746  USGS QUAD   -  WENONA (1996)
 MF0746
 MF0746                         *CURRENT SURVEY CONTROL
 MF0746  ___________________________________________________________________
 MF0746* NAD 83(1986)-  41 03 08.     (N)    089 02 59.     (W)     SCALED    
 MF0746* NAVD 88     -       212.869  (meters)     698.39   (feet)  ADJUSTED  
 MF0746  ___________________________________________________________________
 MF0746  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MF0746  DYNAMIC HT  -         212.778 (meters)     698.09  (feet)  COMP
 MF0746  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 MF0746
 MF0746  VERT ORDER  -  FIRST     CLASS I
 MF0746
 MF0746.The horizontal coordinates were scaled from a topographic map and have
 MF0746.an estimated accuracy of +/- 6 seconds.
 MF0746
 MF0746.The orthometric height was determined by differential leveling
 MF0746.and adjusted by the National Geodetic Survey in June 1991..
 MF0746.WARNING-Repeat measurements at this control monument indicate possible
 MF0746.vertical movement.
 MF0746
 MF0746.The geoid height was determined by GEOID03.
 MF0746
 MF0746.The dynamic height is computed by dividing the NAVD 88
 MF0746.geopotential number by the normal gravity value computed on the
 MF0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0746.degrees latitude (g = 980.6199 gals.).
 MF0746
 MF0746.The modeled gravity was interpolated from observed gravity values.
 MF0746
 MF0746;                    North         East    Units  Estimated Accuracy
 MF0746;SPC IL W     -   487,430.      793,900.      MT  (+/- 180 meters Scaled)
 MF0746
 MF0746                          SUPERSEDED SURVEY CONTROL
 MF0746
 MF0746  NGVD 29 (??/??/92)  212.914  (m)          698.54   (f) ADJ UNCH    1 1
 MF0746
 MF0746.Superseded values are not recommended for survey control.
 MF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0746.See file dsdata.txt to determine how the superseded data were derived.
 MF0746
 MF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL277465(NAD 83)
 MF0746_MARKER: DB = BENCH MARK DISK
 MF0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0746_SP_SET: SIDEWALK
 MF0746_STAMPING: ELEV 698.726 FT J 7 1920
 MF0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0746
 MF0746  HISTORY     - Date     Condition        Report By
 MF0746  HISTORY     - 1920     MONUMENTED       CGS
 MF0746  HISTORY     - 1969     GOOD             NGS
 MF0746  HISTORY     - 19981108 GOOD             USPSQD
 MF0746
 MF0746                          STATION DESCRIPTION
 MF0746
 MF0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0746'AT WENONA.
 MF0746'AT WENONA, 90 YARDS NORTHWEST AND ACROSS THE ILLINOIS CENTRAL
 MF0746'RAILROAD AND N. CHESNUT STREET FROM THE STATION, 59 FEET WEST OF THE
 MF0746'CNETER LINE OF THE STREET, 56 1/2 FEET SOUTH OF THE CENTER LINE
 MF0746'OF 1ST NORTH STREET, SET IN THE TOP OF A CONCRETE SIDEWALK, 21
 MF0746'FEET SOUTH OF THE NORTHEAST CORNER OF THE STEWART INSURANCE
 MF0746'COMPANY BUILDING, 20.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 MF0746'FIRST STATE BANK BUILDING, 3 1/2 FEET NORTH OF THE CENTER OF THE
 MF0746'ENTRANCE TO THE BANK, 1.3 FEET SOUTH-SOUTHEAST OF THE NORTHEAST
 MF0746'CORNER OF THE BANK BUILDING, 3 INCHES EAST OF THE EAST FACE OF
 MF0746'THE STONE FOUNDATION FOR THE BANK BUILDING, AND LEVEL WITH THE
 MF0746'SIDEWALK.  NOTE-- THE ELEVATION OF THIS MARK SHOULD BE USED WITH
 MF0746'CAUTION AS THE SIDEWALK STRUCTURE IS PROBABLY NOT STABLE.  SEC 24,
 MF0746'T30N, R1E
 MF0746
 MF0746                          STATION RECOVERY (1998)
 MF0746
 MF0746'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0311 ***********************************************************************
 KC0311  DESIGNATION -  J 79
 KC0311  PID         -  KC0311
 KC0311  STATE/COUNTY-  IL/PIKE
 KC0311  USGS QUAD   -  HULL (1993)
 KC0311
 KC0311                         *CURRENT SURVEY CONTROL
 KC0311  ___________________________________________________________________
 KC0311* NAD 83(1986)-  39 42 21.     (N)    091 07 47.     (W)     SCALED    
 KC0311* NAVD 88     -       151.819  (meters)     498.09   (feet)  ADJUSTED  
 KC0311  ___________________________________________________________________
 KC0311  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0311  DYNAMIC HT  -         151.736 (meters)     497.82  (feet)  COMP
 KC0311  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 KC0311
 KC0311  VERT ORDER  -  SECOND    CLASS 0
 KC0311
 KC0311.The horizontal coordinates were scaled from a topographic map and have
 KC0311.an estimated accuracy of +/- 6 seconds.
 KC0311
 KC0311.The orthometric height was determined by differential leveling
 KC0311.and adjusted by the National Geodetic Survey in June 1991..
 KC0311
 KC0311.The geoid height was determined by GEOID03.
 KC0311
 KC0311.The dynamic height is computed by dividing the NAVD 88
 KC0311.geopotential number by the normal gravity value computed on the
 KC0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0311.degrees latitude (g = 980.6199 gals.).
 KC0311
 KC0311.The modeled gravity was interpolated from observed gravity values.
 KC0311
 KC0311;                    North         East    Units  Estimated Accuracy
 KC0311;SPC IL W     -   337,770.      617,410.      MT  (+/- 180 meters Scaled)
 KC0311
 KC0311                          SUPERSEDED SURVEY CONTROL
 KC0311
 KC0311  NGVD 29 (??/??/92)  151.898  (m)          498.35   (f) ADJ UNCH    2 0
 KC0311
 KC0311.Superseded values are not recommended for survey control.
 KC0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0311.See file dsdata.txt to determine how the superseded data were derived.
 KC0311
 KC0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD603967(NAD 83)
 KC0311_MARKER: DB = BENCH MARK DISK
 KC0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0311_STAMPING: J 79 1935
 KC0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0311+STABILITY: SURFACE MOTION
 KC0311
 KC0311  HISTORY     - Date     Condition        Report By
 KC0311  HISTORY     - 1935     MONUMENTED       CGS
 KC0311  HISTORY     - 1944     GOOD             NGS
 KC0311
 KC0311                          STATION DESCRIPTION
 KC0311
 KC0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KC0311'1.3 MI E FROM KINDERHOOK.
 KC0311'1.3 MILES EAST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0311'KINDERHOOK, PIKE COUNTY, AT MILEAGE 501.7, 40 FEET EAST OF THE
 KC0311'CENTER OF A GRADE CROSSING, 30 FEET SOUTH OF THE CENTERLINE OF
 KC0311'THE TRACK, AND ONE FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A
 KC0311'STANDARD DISK, STAMPED J 79 1935 AND SET IN THE TOP OF A
 KC0311'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0777 ***********************************************************************
 JB0777  DESIGNATION -  J 8
 JB0777  PID         -  JB0777
 JB0777  STATE/COUNTY-  IL/FAYETTE
 JB0777  USGS QUAD   -  VANDALIA (1974)
 JB0777
 JB0777                         *CURRENT SURVEY CONTROL
 JB0777  ___________________________________________________________________
 JB0777* NAD 83(1986)-  38 57 40.     (N)    089 05 51.     (W)     SCALED    
 JB0777* NAVD 88     -       154.287  (meters)     506.19   (feet)  ADJUSTED  
 JB0777  ___________________________________________________________________
 JB0777  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JB0777  DYNAMIC HT  -         154.192 (meters)     505.88  (feet)  COMP
 JB0777  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 JB0777
 JB0777  VERT ORDER  -  FIRST     CLASS II
 JB0777
 JB0777.The horizontal coordinates were scaled from a topographic map and have
 JB0777.an estimated accuracy of +/- 6 seconds.
 JB0777
 JB0777.The orthometric height was determined by differential leveling
 JB0777.and adjusted by the National Geodetic Survey in June 1991..
 JB0777.WARNING-Repeat measurements at this control monument indicate possible
 JB0777.vertical movement.
 JB0777
 JB0777.The geoid height was determined by GEOID03.
 JB0777
 JB0777.The dynamic height is computed by dividing the NAVD 88
 JB0777.geopotential number by the normal gravity value computed on the
 JB0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0777.degrees latitude (g = 980.6199 gals.).
 JB0777
 JB0777.The modeled gravity was interpolated from observed gravity values.
 JB0777
 JB0777;                    North         East    Units  Estimated Accuracy
 JB0777;SPC IL E     -   254,940.      233,770.      MT  (+/- 180 meters Scaled)
 JB0777
 JB0777                          SUPERSEDED SURVEY CONTROL
 JB0777
 JB0777  NGVD 29 (??/??/92)  154.403  (m)          506.57   (f) ADJ UNCH    1 2
 JB0777
 JB0777.Superseded values are not recommended for survey control.
 JB0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0777.See file dsdata.txt to determine how the superseded data were derived.
 JB0777
 JB0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ182145(NAD 83)
 JB0777_MARKER: DB = BENCH MARK DISK
 JB0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0777_SP_SET: PLATFORM
 JB0777_STAMPING: J 8 1920
 JB0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0777
 JB0777  HISTORY     - Date     Condition        Report By
 JB0777  HISTORY     - 1920     MONUMENTED       CGS
 JB0777  HISTORY     - 1969     GOOD             NGS
 JB0777  HISTORY     - 1976     GOOD             NGS
 JB0777
 JB0777                          STATION DESCRIPTION
 JB0777
 JB0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0777'AT VANDALIA.
 JB0777'AT VANDALIA, NEAR THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD
 JB0777'AND THE PENNSYLVANIA RAILROAD, 18 FEET SOUTHEAST OF THE SOUTH
 JB0777'CORNER OF THE RAILROAD STATION, 21 FEET NORTHEAST OF THE
 JB0777'NORTHEAST RAIL OF THE ILLINOIS CENTRAL RAILROAD, SET IN THE TOP
 JB0777'OF THE CONCRETE RETAINING WALL FOR THE PLATFORM AT THE STATION,
 JB0777'1 FOOT SOUTHWEST OF THE SOUTHEAST END OF A STEEL GUARD RAIL, 43
 JB0777'YARDS SOUTH OF BENCH MARK V 255, AND ABOUT LEVEL WITH THE TRACK.
 JB0777'SEC 16, T 6 N, R 1 E.
 JB0777
 JB0777                          STATION RECOVERY (1976)
 JB0777
 JB0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0419 ***********************************************************************
 KC0419  DESIGNATION -  J 80
 KC0419  PID         -  KC0419
 KC0419  STATE/COUNTY-  IL/PIKE
 KC0419  USGS QUAD   -  LOUISIANA (1991)
 KC0419
 KC0419                         *CURRENT SURVEY CONTROL
 KC0419  ___________________________________________________________________
 KC0419* NAD 83(1986)-  39 28 58.     (N)    091 01 21.     (W)     SCALED    
 KC0419* NAVD 88     -       137.321  (meters)     450.53   (feet)  ADJUSTED  
 KC0419  ___________________________________________________________________
 KC0419  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KC0419  DYNAMIC HT  -         137.243 (meters)     450.27  (feet)  COMP
 KC0419  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 KC0419
 KC0419  VERT ORDER  -  SECOND    CLASS 0
 KC0419
 KC0419.The horizontal coordinates were scaled from a topographic map and have
 KC0419.an estimated accuracy of +/- 6 seconds.
 KC0419
 KC0419.The orthometric height was determined by differential leveling
 KC0419.and adjusted by the National Geodetic Survey in June 1991..
 KC0419
 KC0419.The geoid height was determined by GEOID03.
 KC0419
 KC0419.The dynamic height is computed by dividing the NAVD 88
 KC0419.geopotential number by the normal gravity value computed on the
 KC0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0419.degrees latitude (g = 980.6199 gals.).
 KC0419
 KC0419.The modeled gravity was interpolated from observed gravity values.
 KC0419
 KC0419;                    North         East    Units  Estimated Accuracy
 KC0419;SPC IL W     -   312,910.      626,370.      MT  (+/- 180 meters Scaled)
 KC0419
 KC0419                          SUPERSEDED SURVEY CONTROL
 KC0419
 KC0419  NGVD 29 (??/??/92)  137.396  (m)          450.77   (f) ADJ UNCH    2 0
 KC0419
 KC0419.Superseded values are not recommended for survey control.
 KC0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0419.See file dsdata.txt to determine how the superseded data were derived.
 KC0419
 KC0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD700722(NAD 83)
 KC0419_MARKER: DB = BENCH MARK DISK
 KC0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0419_STAMPING: J 80 1935
 KC0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0419+STABILITY: SURFACE MOTION
 KC0419
 KC0419  HISTORY     - Date     Condition        Report By
 KC0419  HISTORY     - 1935     MONUMENTED       CGS
 KC0419  HISTORY     - 1943     GOOD             NGS
 KC0419  HISTORY     - 1973     MARK NOT FOUND   NGS
 KC0419
 KC0419                          STATION DESCRIPTION
 KC0419
 KC0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KC0419'1.7 MI NE FROM PIKE.
 KC0419'1.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KC0419'RAILROAD FROM THE STATION AT PIKE, PIKE COUNTY, 45 FEET SOUTH
 KC0419'OF A FARM-ROAD CROSSING, 16 FEET SOUTHEAST OF THE TRACK, AND 28
 KC0419'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 KC0419'J 80 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ANYONE
 KC0419'RECOVERING THIS BENCH MARK WILL CONFER A FAVOR ON THIS OFFICE BY
 KC0419'SUBMITTING AN UP-TO-DATE DESCRIPTION TO THE DIRECTOR, U.S. COAST
 KC0419'AND GEODETIC SURVEY, WASHINGTON 25, D.C.  THE MARK IS 1.7 MILES
 KC0419'NORTHEAST ALONG THE ROUTE OF THE NOW ABANDONED CHICAGO,
 KC0419'BURLINGTON AND QUINCY R.R.
 KC0419
 KC0419                          STATION RECOVERY (1973)
 KC0419
 KC0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KC0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0375 ***********************************************************************
 KC0375  DESIGNATION -  J 81
 KC0375  PID         -  KC0375
 KC0375  STATE/COUNTY-  IL/ADAMS
 KC0375  USGS QUAD   -  QUINCY WEST (1996)
 KC0375
 KC0375                         *CURRENT SURVEY CONTROL
 KC0375  ___________________________________________________________________
 KC0375* NAD 83(1986)-  39 54 56.     (N)    091 24 45.     (W)     SCALED    
 KC0375* NAVD 88     -       146.645  (meters)     481.12   (feet)  ADJUSTED  
 KC0375  ___________________________________________________________________
 KC0375  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KC0375  DYNAMIC HT  -         146.569 (meters)     480.87  (feet)  COMP
 KC0375  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 KC0375
 KC0375  VERT ORDER  -  SECOND    CLASS 0
 KC0375
 KC0375.The horizontal coordinates were scaled from a topographic map and have
 KC0375.an estimated accuracy of +/- 6 seconds.
 KC0375
 KC0375.The orthometric height was determined by differential leveling
 KC0375.and adjusted by the National Geodetic Survey in June 1991..
 KC0375
 KC0375.The geoid height was determined by GEOID03.
 KC0375
 KC0375.The dynamic height is computed by dividing the NAVD 88
 KC0375.geopotential number by the normal gravity value computed on the
 KC0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0375.degrees latitude (g = 980.6199 gals.).
 KC0375
 KC0375.The modeled gravity was interpolated from observed gravity values.
 KC0375
 KC0375;                    North         East    Units  Estimated Accuracy
 KC0375;SPC IL W     -   361,360.      593,490.      MT  (+/- 180 meters Scaled)
 KC0375
 KC0375                          SUPERSEDED SURVEY CONTROL
 KC0375
 KC0375  NGVD 29 (??/??/92)  146.730  (m)          481.40   (f) ADJ UNCH    2 0
 KC0375
 KC0375.Superseded values are not recommended for survey control.
 KC0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0375.See file dsdata.txt to determine how the superseded data were derived.
 KC0375
 KC0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE356195(NAD 83)
 KC0375_MARKER: DB = BENCH MARK DISK
 KC0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0375_STAMPING: J 81 1935
 KC0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0375+STABILITY: SURFACE MOTION
 KC0375
 KC0375  HISTORY     - Date     Condition        Report By
 KC0375  HISTORY     - 1935     MONUMENTED       CGS
 KC0375  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0375
 KC0375                          STATION DESCRIPTION
 KC0375
 KC0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0375'1.4 MI S FROM QUINCY.
 KC0375'1.4 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0375'FROM THE STATION AT QUINCY, ADAMS COUNTY, AT THE JUNCTION OF THE
 KC0375'WABASH RAILWAY, 45 FEET SOUTH OF THE JUNCTION SIGN, 65 FEET NORTH
 KC0375'OF A BRICK BUILDING OWNED BY THE WABASH RAILWAY, AND 24 FEET
 KC0375'WEST OF THE TRACK.  A STANDARD DISK, STAMPED J 81 1935 AND SET
 KC0375'IN THE TOP OF A CONCRETE POST.
 KC0375
 KC0375                          STATION RECOVERY (1971)
 KC0375
 KC0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0472 ***********************************************************************
 KB0472  DESIGNATION -  J 83
 KB0472  PID         -  KB0472
 KB0472  STATE/COUNTY-  IL/EFFINGHAM
 KB0472  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0472
 KB0472                         *CURRENT SURVEY CONTROL
 KB0472  ___________________________________________________________________
 KB0472* NAD 83(1986)-  39 03 44.     (N)    088 33 45.     (W)     SCALED    
 KB0472* NAVD 88     -       174.942  (meters)     573.96   (feet)  ADJUSTED  
 KB0472  ___________________________________________________________________
 KB0472  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KB0472  DYNAMIC HT  -         174.836 (meters)     573.61  (feet)  COMP
 KB0472  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 KB0472
 KB0472  VERT ORDER  -  SECOND    CLASS 0
 KB0472
 KB0472.The horizontal coordinates were scaled from a topographic map and have
 KB0472.an estimated accuracy of +/- 6 seconds.
 KB0472
 KB0472.The orthometric height was determined by differential leveling
 KB0472.and adjusted by the National Geodetic Survey in June 1991..
 KB0472
 KB0472.The geoid height was determined by GEOID03.
 KB0472
 KB0472.The dynamic height is computed by dividing the NAVD 88
 KB0472.geopotential number by the normal gravity value computed on the
 KB0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0472.degrees latitude (g = 980.6199 gals.).
 KB0472
 KB0472.The modeled gravity was interpolated from observed gravity values.
 KB0472
 KB0472;                    North         East    Units  Estimated Accuracy
 KB0472;SPC IL E     -   265,910.      280,170.      MT  (+/- 180 meters Scaled)
 KB0472
 KB0472                          SUPERSEDED SURVEY CONTROL
 KB0472
 KB0472  NGVD 29 (??/??/92)  175.036  (m)          574.26   (f) ADJ UNCH    2 0
 KB0472
 KB0472.Superseded values are not recommended for survey control.
 KB0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0472.See file dsdata.txt to determine how the superseded data were derived.
 KB0472
 KB0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ648248(NAD 83)
 KB0472_MARKER: DB = BENCH MARK DISK
 KB0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0472_STAMPING: J 83 1935
 KB0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0472+STABILITY: SURFACE MOTION
 KB0472
 KB0472  HISTORY     - Date     Condition        Report By
 KB0472  HISTORY     - 1935     MONUMENTED       CGS
 KB0472  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0472
 KB0472                          STATION DESCRIPTION
 KB0472
 KB0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0472'2.6 MI N FROM WATSON.
 KB0472'2.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0472'STATION AT WATSON, EFFINGHAM COUNTY, 14 RAILS SOUTH OF MILEPOST
 KB0472'203, AT A ROAD CROSSING, 100 FEET WEST OF THE CENTER LINE OF THE
 KB0472'TRACK, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 22
 KB0472'FEET NORTH AND 3 FEET EAST OF A RIGHT-OF-WAY FENCE CORNER.  A
 KB0472'STANDARD DISK, STAMPED J 83 1935 AND SET IN THE TOP OF A CONCRETE
 KB0472'POST.
 KB0472
 KB0472                          STATION RECOVERY (1983)
 KB0472
 KB0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0006 ***********************************************************************
 JB0006  DESIGNATION -  J 84
 JB0006  PID         -  JB0006
 JB0006  STATE/COUNTY-  IL/CLAY
 JB0006  USGS QUAD   -  FLORA (1970)
 JB0006
 JB0006                         *CURRENT SURVEY CONTROL
 JB0006  ___________________________________________________________________
 JB0006* NAD 83(1986)-  38 37 36.     (N)    088 28 12.     (W)     SCALED    
 JB0006* NAVD 88     -       140.556  (meters)     461.14   (feet)  ADJUSTED  
 JB0006  ___________________________________________________________________
 JB0006  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JB0006  DYNAMIC HT  -         140.469 (meters)     460.86  (feet)  COMP
 JB0006  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 JB0006
 JB0006  VERT ORDER  -  SECOND    CLASS 0
 JB0006
 JB0006.The horizontal coordinates were scaled from a topographic map and have
 JB0006.an estimated accuracy of +/- 6 seconds.
 JB0006
 JB0006.The orthometric height was determined by differential leveling
 JB0006.and adjusted by the National Geodetic Survey in June 1991..
 JB0006
 JB0006.The geoid height was determined by GEOID03.
 JB0006
 JB0006.The dynamic height is computed by dividing the NAVD 88
 JB0006.geopotential number by the normal gravity value computed on the
 JB0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0006.degrees latitude (g = 980.6199 gals.).
 JB0006
 JB0006.The modeled gravity was interpolated from observed gravity values.
 JB0006
 JB0006;                    North         East    Units  Estimated Accuracy
 JB0006;SPC IL E     -   217,540.      288,100.      MT  (+/- 180 meters Scaled)
 JB0006
 JB0006                          SUPERSEDED SURVEY CONTROL
 JB0006
 JB0006  NGVD 29 (??/??/92)  140.668  (m)          461.51   (f) ADJ UNCH    2 0
 JB0006
 JB0006.Superseded values are not recommended for survey control.
 JB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0006.See file dsdata.txt to determine how the superseded data were derived.
 JB0006
 JB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH720763(NAD 83)
 JB0006_MARKER: DB = BENCH MARK DISK
 JB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0006_STAMPING: J 84 1935
 JB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0006+STABILITY: SURFACE MOTION
 JB0006
 JB0006  HISTORY     - Date     Condition        Report By
 JB0006  HISTORY     - 1935     MONUMENTED       CGS
 JB0006  HISTORY     - 1966     MARK NOT FOUND   USGS
 JB0006
 JB0006                          STATION DESCRIPTION
 JB0006
 JB0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0006'3 MI S FROM FLORA.
 JB0006'3.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0006'STATION AT FLORA, CLAY COUNTY, 4 RAILS NORTH OF MILEPOST S 71,
 JB0006'ONE RAIL NORTH OF A ROAD CROSSING AND THE F.A. ROBERTSON
 JB0006'RESIDENCE, AND 20 FEET WEST OF THE TRACK.  A STANDARD DISK,
 JB0006'STAMPED J 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0006
 JB0006                          STATION RECOVERY (1966)
 JB0006
 JB0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JB0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0146 ***********************************************************************
 JB0146  DESIGNATION -  J 85
 JB0146  PID         -  JB0146
 JB0146  STATE/COUNTY-  IL/WHITE
 JB0146  USGS QUAD   -  ENFIELD (1974)
 JB0146
 JB0146                         *CURRENT SURVEY CONTROL
 JB0146  ___________________________________________________________________
 JB0146* NAD 83(1986)-  38 05 54.     (N)    088 20 45.     (W)     SCALED    
 JB0146* NAVD 88     -       131.878  (meters)     432.67   (feet)  ADJUSTED  
 JB0146  ___________________________________________________________________
 JB0146  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JB0146  DYNAMIC HT  -         131.791 (meters)     432.38  (feet)  COMP
 JB0146  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 JB0146
 JB0146  VERT ORDER  -  SECOND    CLASS 0
 JB0146
 JB0146.The horizontal coordinates were scaled from a topographic map and have
 JB0146.an estimated accuracy of +/- 6 seconds.
 JB0146
 JB0146.The orthometric height was determined by differential leveling
 JB0146.and adjusted by the National Geodetic Survey in June 1991..
 JB0146
 JB0146.The geoid height was determined by GEOID03.
 JB0146
 JB0146.The dynamic height is computed by dividing the NAVD 88
 JB0146.geopotential number by the normal gravity value computed on the
 JB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0146.degrees latitude (g = 980.6199 gals.).
 JB0146
 JB0146.The modeled gravity was interpolated from observed gravity values.
 JB0146
 JB0146;                    North         East    Units  Estimated Accuracy
 JB0146;SPC IL E     -   158,890.      298,900.      MT  (+/- 180 meters Scaled)
 JB0146
 JB0146                          SUPERSEDED SURVEY CONTROL
 JB0146
 JB0146  NGVD 29 (??/??/92)  131.985  (m)          433.02   (f) ADJ UNCH    2 0
 JB0146
 JB0146.Superseded values are not recommended for survey control.
 JB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0146.See file dsdata.txt to determine how the superseded data were derived.
 JB0146
 JB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH819175(NAD 83)
 JB0146_MARKER: DB = BENCH MARK DISK
 JB0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0146_STAMPING: J 85 1935
 JB0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0146+STABILITY: SURFACE MOTION
 JB0146
 JB0146  HISTORY     - Date     Condition        Report By
 JB0146  HISTORY     - 1935     MONUMENTED       CGS
 JB0146  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB0146
 JB0146                          STATION DESCRIPTION
 JB0146
 JB0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0146'AT ENFIELD.
 JB0146'AT ENFIELD, WHITE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JB0146'AT THE STATION, 50 FEET SOUTHWEST OF THE LOUISVILLE AND NASHVILLE
 JB0146'RAILROAD, AND IN LINE WITH THE NORTH END OF THE STATION.  A
 JB0146'STANDARD DISK, STAMPED J 85 1935 AND SET IN THE TOP OF A CONCRETE
 JB0146'POST.
 JB0146
 JB0146                          STATION RECOVERY (1974)
 JB0146
 JB0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1255 ***********************************************************************
 KA1255  DESIGNATION -  J 86
 KA1255  PID         -  KA1255
 KA1255  STATE/COUNTY-  IL/CLARK
 KA1255  USGS QUAD   -  CASEY (1984)
 KA1255
 KA1255                         *CURRENT SURVEY CONTROL
 KA1255  ___________________________________________________________________
 KA1255* NAD 83(1986)-  39 18 10.     (N)    087 58 36.     (W)     SCALED    
 KA1255* NAVD 88     -       194.098  (meters)     636.80   (feet)  ADJUSTED  
 KA1255  ___________________________________________________________________
 KA1255  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KA1255  DYNAMIC HT  -         193.985 (meters)     636.43  (feet)  COMP
 KA1255  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 KA1255
 KA1255  VERT ORDER  -  SECOND    CLASS 0
 KA1255
 KA1255.The horizontal coordinates were scaled from a topographic map and have
 KA1255.an estimated accuracy of +/- 6 seconds.
 KA1255
 KA1255.The orthometric height was determined by differential leveling
 KA1255.and adjusted by the National Geodetic Survey in June 1991..
 KA1255
 KA1255.The geoid height was determined by GEOID03.
 KA1255
 KA1255.The dynamic height is computed by dividing the NAVD 88
 KA1255.geopotential number by the normal gravity value computed on the
 KA1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1255.degrees latitude (g = 980.6199 gals.).
 KA1255
 KA1255.The modeled gravity was interpolated from observed gravity values.
 KA1255
 KA1255;                    North         East    Units  Estimated Accuracy
 KA1255;SPC IL E     -   292,650.      330,760.      MT  (+/- 180 meters Scaled)
 KA1255
 KA1255                          SUPERSEDED SURVEY CONTROL
 KA1255
 KA1255  NGVD 29 (??/??/92)  194.164  (m)          637.02   (f) ADJ UNCH    2 0
 KA1255
 KA1255.Superseded values are not recommended for survey control.
 KA1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1255.See file dsdata.txt to determine how the superseded data were derived.
 KA1255
 KA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ157508(NAD 83)
 KA1255_MARKER: DB = BENCH MARK DISK
 KA1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1255_STAMPING: J 86 1935
 KA1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1255+STABILITY: SURFACE MOTION
 KA1255
 KA1255  HISTORY     - Date     Condition        Report By
 KA1255  HISTORY     - 1935     MONUMENTED       CGS
 KA1255  HISTORY     - 20050207 MARK NOT FOUND   ILDT
 KA1255
 KA1255                          STATION DESCRIPTION
 KA1255
 KA1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA1255'0.9 MI NE FROM CASEY.
 KA1255'0.9 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1255'STATION AT CASEY, CLARK COUNTY, AT POLE 107/11, 40 FEET EAST OF
 KA1255'A ROAD CROSSING, 45 FEET SOUTH OF THE TRACK, AND 50 FEET NORTH
 KA1255'OF A HOUSE.  A STANDARD DISK, STAMPED J 86 1935 AND SET IN THE
 KA1255'TOP OF A CONCRETE POST.
 KA1255
 KA1255                          STATION RECOVERY (2005)
 KA1255
 KA1255'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0174 ***********************************************************************
 KB0174  DESIGNATION -  J 87
 KB0174  PID         -  KB0174
 KB0174  STATE/COUNTY-  IL/COLES
 KB0174  USGS QUAD   -  MATTOON EAST (1984)
 KB0174
 KB0174                         *CURRENT SURVEY CONTROL
 KB0174  ___________________________________________________________________
 KB0174* NAD 83(1986)-  39 29 15.     (N)    088 20 33.     (W)     SCALED    
 KB0174* NAVD 88     -       218.398  (meters)     716.53   (feet)  ADJUSTED  
 KB0174  ___________________________________________________________________
 KB0174  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0174  DYNAMIC HT  -         218.272 (meters)     716.11  (feet)  COMP
 KB0174  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 KB0174
 KB0174  VERT ORDER  -  SECOND    CLASS 0
 KB0174
 KB0174.The horizontal coordinates were scaled from a topographic map and have
 KB0174.an estimated accuracy of +/- 6 seconds.
 KB0174
 KB0174.The orthometric height was determined by differential leveling
 KB0174.and adjusted by the National Geodetic Survey in June 1991..
 KB0174
 KB0174.The geoid height was determined by GEOID03.
 KB0174
 KB0174.The dynamic height is computed by dividing the NAVD 88
 KB0174.geopotential number by the normal gravity value computed on the
 KB0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0174.degrees latitude (g = 980.6199 gals.).
 KB0174
 KB0174.The modeled gravity was interpolated from observed gravity values.
 KB0174
 KB0174;                    North         East    Units  Estimated Accuracy
 KB0174;SPC IL E     -   313,100.      299,210.      MT  (+/- 180 meters Scaled)
 KB0174
 KB0174                          SUPERSEDED SURVEY CONTROL
 KB0174
 KB0174  NGVD 29 (??/??/92)  218.463  (m)          716.74   (f) ADJ UNCH    2 0
 KB0174
 KB0174.Superseded values are not recommended for survey control.
 KB0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0174.See file dsdata.txt to determine how the superseded data were derived.
 KB0174
 KB0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ845717(NAD 83)
 KB0174_MARKER: DB = BENCH MARK DISK
 KB0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0174_STAMPING: J 87 1935
 KB0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0174+STABILITY: SURFACE MOTION
 KB0174
 KB0174  HISTORY     - Date     Condition        Report By
 KB0174  HISTORY     - 1935     MONUMENTED       CGS
 KB0174  HISTORY     - 1956     GOOD             NGS
 KB0174  HISTORY     - 1982     POOR             USGS
 KB0174  HISTORY     - 20050225 MARK NOT FOUND   ILDT
 KB0174
 KB0174                          STATION DESCRIPTION
 KB0174
 KB0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0174'1.8 MI E FROM MATTOON.
 KB0174'ABOUT 1.8 MILES EAST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 KB0174'AND ST. LOUIS RAILWAY FROM THE STATION AT MATTOON, 34 FEET SOUTH
 KB0174'OF SOUTH RAIL OF MAIN TRACK, 8 FEET NORTH-NORTHWEST OF TELEPHONE
 KB0174'POLE NO. 126/19, 34 FEET NORTHWEST OF NORTHEAST CORNER OF STEEL
 KB0174'FENCE AROUND A TRANSFORMER SUB-STATION, 36 1/2 FEET NORTHEAST
 KB0174'OF NORTHWEST CORNER OF SAME FENCE, 13 FEET NORTH OF A FENCE LINE,
 KB0174'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 KB0174'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KB0174'WITH GROUND.
 KB0174
 KB0174                          STATION RECOVERY (1982)
 KB0174
 KB0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0174'MARK RECOVERED IN POOR CONDITION.
 KB0174
 KB0174                          STATION RECOVERY (2005)
 KB0174
 KB0174'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0722 ***********************************************************************
 KB0722  DESIGNATION -  J 88
 KB0722  PID         -  KB0722
 KB0722  STATE/COUNTY-  IL/CHRISTIAN
 KB0722  USGS QUAD   -  PANA (1982)
 KB0722
 KB0722                         *CURRENT SURVEY CONTROL
 KB0722  ___________________________________________________________________
 KB0722* NAD 83(1986)-  39 23 22.     (N)    089 03 58.     (W)     SCALED    
 KB0722* NAVD 88     -       207.674  (meters)     681.34   (feet)  ADJUSTED  
 KB0722  ___________________________________________________________________
 KB0722  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0722  DYNAMIC HT  -         207.550 (meters)     680.94  (feet)  COMP
 KB0722  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 KB0722
 KB0722  VERT ORDER  -  FIRST     CLASS II
 KB0722
 KB0722.The horizontal coordinates were scaled from a topographic map and have
 KB0722.an estimated accuracy of +/- 6 seconds.
 KB0722
 KB0722.The orthometric height was determined by differential leveling
 KB0722.and adjusted by the National Geodetic Survey in June 1991..
 KB0722
 KB0722.The geoid height was determined by GEOID03.
 KB0722
 KB0722.The dynamic height is computed by dividing the NAVD 88
 KB0722.geopotential number by the normal gravity value computed on the
 KB0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0722.degrees latitude (g = 980.6199 gals.).
 KB0722
 KB0722.The modeled gravity was interpolated from observed gravity values.
 KB0722
 KB0722;                    North         East    Units  Estimated Accuracy
 KB0722;SPC IL W     -   302,780.      794,810.      MT  (+/- 180 meters Scaled)
 KB0722
 KB0722                          SUPERSEDED SURVEY CONTROL
 KB0722
 KB0722  NGVD 29 (??/??/92)  207.760  (m)          681.63   (f) ADJ UNCH    1 2
 KB0722
 KB0722.Superseded values are not recommended for survey control.
 KB0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0722.See file dsdata.txt to determine how the superseded data were derived.
 KB0722
 KB0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ220620(NAD 83)
 KB0722_MARKER: DB = BENCH MARK DISK
 KB0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0722_STAMPING: J 88 1935
 KB0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0722+STABILITY: SURFACE MOTION
 KB0722
 KB0722  HISTORY     - Date     Condition        Report By
 KB0722  HISTORY     - 1935     MONUMENTED       CGS
 KB0722  HISTORY     - 1961     GOOD             NGS
 KB0722  HISTORY     - 1973     MARK NOT FOUND   NGS
 KB0722  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0722
 KB0722                          STATION DESCRIPTION
 KB0722
 KB0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0722'0.9 MI E FROM PANA.
 KB0722'ABOUT 0.9 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 KB0722'THE STATION AT PANA, ABOUT 0.2 MILE WEST OF MILEPOST 166, IN
 KB0722'SECTION 22 R 1 E T 11 N, BETWEEN THE NEW YORK CENTRAL AND
 KB0722'BALTIMORE AND OHIO RAILROAD TRACKS, NEAR THE T JUNCTION OF A BLACK
 KB0722'TOP ROAD LEADING NORTH FROM U.S. HIGHWAY 51, 29 FEET SOUTH OF
 KB0722'THE SOUTH RAIL OF THE BALTIMORE AND OHIO RAILROAD, 27 FEET NORTH
 KB0722'OF THE NORTH RAIL OF THE NEW YORK CENTRAL TRACK, 48 FEET WEST
 KB0722'OF THE EXTENDED CENTER LINE OF THE BLACK TOP ROAD, 7 1/2 FEET
 KB0722'SOUTHEAST OF A TELEGRAPH POLE, ABOUT LEVEL WITH THE B AND O
 KB0722'TRACK, ABOUT 4 FEET BELOW THE NYC TRACK, SET IN THE TOP OF A
 KB0722'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KB0722
 KB0722                          STATION RECOVERY (1973)
 KB0722
 KB0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0722'MARK NOT FOUND.
 KB0722
 KB0722                          STATION RECOVERY (1980)
 KB0722
 KB0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0508 ***********************************************************************
 KB0508  DESIGNATION -  J 89
 KB0508  PID         -  KB0508
 KB0508  STATE/COUNTY-  IL/EFFINGHAM
 KB0508  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0508
 KB0508                         *CURRENT SURVEY CONTROL
 KB0508  ___________________________________________________________________
 KB0508* NAD 83(1986)-  39 06 58.     (N)    088 32 49.     (W)     SCALED    
 KB0508* NAVD 88     -       180.339  (meters)     591.66   (feet)  ADJUSTED  
 KB0508  ___________________________________________________________________
 KB0508  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KB0508  DYNAMIC HT  -         180.231 (meters)     591.31  (feet)  COMP
 KB0508  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 KB0508
 KB0508  VERT ORDER  -  SECOND    CLASS 0
 KB0508
 KB0508.The horizontal coordinates were scaled from a topographic map and have
 KB0508.an estimated accuracy of +/- 6 seconds.
 KB0508
 KB0508.The orthometric height was determined by differential leveling
 KB0508.and adjusted by the National Geodetic Survey in June 1991..
 KB0508
 KB0508.The geoid height was determined by GEOID03.
 KB0508
 KB0508.The dynamic height is computed by dividing the NAVD 88
 KB0508.geopotential number by the normal gravity value computed on the
 KB0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0508.degrees latitude (g = 980.6199 gals.).
 KB0508
 KB0508.The modeled gravity was interpolated from observed gravity values.
 KB0508
 KB0508;                    North         East    Units  Estimated Accuracy
 KB0508;SPC IL E     -   271,890.      281,530.      MT  (+/- 180 meters Scaled)
 KB0508
 KB0508                          SUPERSEDED SURVEY CONTROL
 KB0508
 KB0508  NGVD 29 (??/??/92)  180.432  (m)          591.97   (f) ADJ UNCH    2 0
 KB0508
 KB0508.Superseded values are not recommended for survey control.
 KB0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0508.See file dsdata.txt to determine how the superseded data were derived.
 KB0508
 KB0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ662308(NAD 83)
 KB0508_MARKER: DB = BENCH MARK DISK
 KB0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0508_STAMPING: J 89 1935
 KB0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0508+STABILITY: SURFACE MOTION
 KB0508
 KB0508  HISTORY     - Date     Condition        Report By
 KB0508  HISTORY     - 1935     MONUMENTED       CGS
 KB0508  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0508
 KB0508                          STATION DESCRIPTION
 KB0508
 KB0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0508'AT EFFINGHAM.
 KB0508'AT EFFINGHAM, EFFINGHAM COUNTY, AT THE CROSSING OF THE
 KB0508'PENNSYLVANIA RAILROAD AND THE ILLINOIS CENTRAL RAILROAD, AT THE
 KB0508'UNION STATION, 42 FEET SOUTH OF THE EAST-BOUND MAIN P.R.R. TRACK,
 KB0508'60 FEET EAST OF THE NORTHBOUND MAIN I.C.R.R. TRACK, AND 9 FEET
 KB0508'EAST OF A POLE.  A STANDARD DISK, STAMPED J 89 1935 AND SET IN
 KB0508'THE TOP OF A CONCRETE POST.
 KB0508
 KB0508                          STATION RECOVERY (1983)
 KB0508
 KB0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1051 ***********************************************************************
 JB1051  DESIGNATION -  J 9
 JB1051  PID         -  JB1051
 JB1051  STATE/COUNTY-  IL/WASHINGTON
 JB1051  USGS QUAD   -  ASHLEY (1974)
 JB1051
 JB1051                         *CURRENT SURVEY CONTROL
 JB1051  ___________________________________________________________________
 JB1051* NAD 83(1986)-  38 16 48.     (N)    089 11 59.     (W)     SCALED    
 JB1051* NAVD 88     -       161.810  (meters)     530.87   (feet)  ADJUSTED  
 JB1051  ___________________________________________________________________
 JB1051  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JB1051  DYNAMIC HT  -         161.706 (meters)     530.53  (feet)  COMP
 JB1051  MODELED GRAV-     979,978.3   (mgal)                       NAVD 88
 JB1051
 JB1051  VERT ORDER  -  FIRST     CLASS II
 JB1051
 JB1051.The horizontal coordinates were scaled from a topographic map and have
 JB1051.an estimated accuracy of +/- 6 seconds.
 JB1051
 JB1051.The orthometric height was determined by differential leveling
 JB1051.and adjusted by the National Geodetic Survey in June 1991..
 JB1051
 JB1051.The geoid height was determined by GEOID03.
 JB1051
 JB1051.The dynamic height is computed by dividing the NAVD 88
 JB1051.geopotential number by the normal gravity value computed on the
 JB1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1051.degrees latitude (g = 980.6199 gals.).
 JB1051
 JB1051.The modeled gravity was interpolated from observed gravity values.
 JB1051
 JB1051;                    North         East    Units  Estimated Accuracy
 JB1051;SPC IL W     -   179,490.      784,600.      MT  (+/- 180 meters Scaled)
 JB1051
 JB1051                          SUPERSEDED SURVEY CONTROL
 JB1051
 JB1051  NGVD 29 (??/??/92)  161.93   (m)          531.3    (f) COMPUTED    1 2
 JB1051
 JB1051.Superseded values are not recommended for survey control.
 JB1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1051.See file dsdata.txt to determine how the superseded data were derived.
 JB1051
 JB1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH075391(NAD 83)
 JB1051_MARKER: DB = BENCH MARK DISK
 JB1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1051+STABILITY: SURFACE MOTION
 JB1051
 JB1051  HISTORY     - Date     Condition        Report By
 JB1051  HISTORY     - UNK      MONUMENTED       CGS
 JB1051  HISTORY     - 1969     MARK NOT FOUND   NGS
 JB1051
 JB1051                          STATION DESCRIPTION
 JB1051
 JB1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1051'0.2 MI S FROM RADOM.
 JB1051'0.25 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1051'STATION AT RADOM, 50 FEET SOUTH OF THE MAIL CRANE FOR THE
 JB1051'NORTH-BOUND TRAINS, AND 35 FEET WEST OF THE WEST RAIL.  SET IN
 JB1051'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1397 ***********************************************************************
 JA1397  DESIGNATION -  J 90
 JA1397  PID         -  JA1397
 JA1397  STATE/COUNTY-  IL/CRAWFORD
 JA1397  USGS QUAD   -  OBLONG SOUTH (1977)
 JA1397
 JA1397                         *CURRENT SURVEY CONTROL
 JA1397  ___________________________________________________________________
 JA1397* NAD 83(1986)-  38 59 56.     (N)    087 54 25.     (W)     SCALED    
 JA1397* NAVD 88     -       159.329  (meters)     522.73   (feet)  ADJUSTED  
 JA1397  ___________________________________________________________________
 JA1397  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JA1397  DYNAMIC HT  -         159.235 (meters)     522.42  (feet)  COMP
 JA1397  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 JA1397
 JA1397  VERT ORDER  -  SECOND    CLASS 0
 JA1397
 JA1397.The horizontal coordinates were scaled from a topographic map and have
 JA1397.an estimated accuracy of +/- 6 seconds.
 JA1397
 JA1397.The orthometric height was determined by differential leveling
 JA1397.and adjusted by the National Geodetic Survey in June 1991..
 JA1397
 JA1397.The geoid height was determined by GEOID03.
 JA1397
 JA1397.The dynamic height is computed by dividing the NAVD 88
 JA1397.geopotential number by the normal gravity value computed on the
 JA1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1397.degrees latitude (g = 980.6199 gals.).
 JA1397
 JA1397.The modeled gravity was interpolated from observed gravity values.
 JA1397
 JA1397;                    North         East    Units  Estimated Accuracy
 JA1397;SPC IL E     -   258,940.      336,940.      MT  (+/- 180 meters Scaled)
 JA1397
 JA1397                          SUPERSEDED SURVEY CONTROL
 JA1397
 JA1397  NGVD 29 (??/??/92)  159.450  (m)          523.13   (f) ADJ UNCH    2 0
 JA1397
 JA1397.Superseded values are not recommended for survey control.
 JA1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1397.See file dsdata.txt to determine how the superseded data were derived.
 JA1397
 JA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ214170(NAD 83)
 JA1397_MARKER: DB = BENCH MARK DISK
 JA1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1397_STAMPING: J 90 1935
 JA1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1397+STABILITY: SURFACE MOTION
 JA1397
 JA1397  HISTORY     - Date     Condition        Report By
 JA1397  HISTORY     - 1935     MONUMENTED       CGS
 JA1397  HISTORY     - 1968     GOOD             NGS
 JA1397
 JA1397                          STATION DESCRIPTION
 JA1397
 JA1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JA1397'AT OBLONG.
 JA1397'AT OBLONG, CRAWFORD COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 JA1397'63 YARDS EAST OF THE STATION, 11 YARDS WEST OF A TOOLHOUSE, AT A
 JA1397'ROAD CROSSING, 40 YARDS EAST OF THE CENTERLINE OF THE ROAD, 6
 JA1397'YARDS NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 3 YARDS WEST
 JA1397'OF A POLE.  A STANDARD DISK, STAMPED J 90 1935 AND SET IN THE TOP
 JA1397'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0066 ***********************************************************************
 JB0066  DESIGNATION -  J 91
 JB0066  PID         -  JB0066
 JB0066  STATE/COUNTY-  IL/EDWARDS
 JB0066  USGS QUAD   -  WEST SALEM (1971)
 JB0066
 JB0066                         *CURRENT SURVEY CONTROL
 JB0066  ___________________________________________________________________
 JB0066* NAD 83(1986)-  38 32 27.     (N)    088 01 13.     (W)     SCALED    
 JB0066* NAVD 88     -       149.916  (meters)     491.85   (feet)  ADJUSTED  
 JB0066  ___________________________________________________________________
 JB0066  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JB0066  DYNAMIC HT  -         149.822 (meters)     491.54  (feet)  COMP
 JB0066  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 JB0066
 JB0066  VERT ORDER  -  SECOND    CLASS 0
 JB0066
 JB0066.The horizontal coordinates were scaled from a topographic map and have
 JB0066.an estimated accuracy of +/- 6 seconds.
 JB0066
 JB0066.The orthometric height was determined by differential leveling
 JB0066.and adjusted by the National Geodetic Survey in June 1991..
 JB0066
 JB0066.The geoid height was determined by GEOID03.
 JB0066
 JB0066.The dynamic height is computed by dividing the NAVD 88
 JB0066.geopotential number by the normal gravity value computed on the
 JB0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0066.degrees latitude (g = 980.6199 gals.).
 JB0066
 JB0066.The modeled gravity was interpolated from observed gravity values.
 JB0066
 JB0066;                    North         East    Units  Estimated Accuracy
 JB0066;SPC IL E     -   208,050.      327,290.      MT  (+/- 180 meters Scaled)
 JB0066
 JB0066                          SUPERSEDED SURVEY CONTROL
 JB0066
 JB0066  NGVD 29 (??/??/92)  150.028  (m)          492.22   (f) ADJ UNCH    2 0
 JB0066
 JB0066.Superseded values are not recommended for survey control.
 JB0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0066.See file dsdata.txt to determine how the superseded data were derived.
 JB0066
 JB0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH110663(NAD 83)
 JB0066_MARKER: DB = BENCH MARK DISK
 JB0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0066_STAMPING: J 91 1935
 JB0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0066+STABILITY: SURFACE MOTION
 JB0066
 JB0066  HISTORY     - Date     Condition        Report By
 JB0066  HISTORY     - 1935     MONUMENTED       CGS
 JB0066
 JB0066                          STATION DESCRIPTION
 JB0066
 JB0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0066'1.5 MI N FROM WEST SALEM.
 JB0066'1.5 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0066'STATION AT WEST SALEM, EDWARDS COUNTY, AT MILEAGE P 193.5, AT A
 JB0066'ROAD CROSSING, AND 40 FEET WEST OF THE TRACK.  A STANDARD DISK,
 JB0066'STAMPED J 91 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0711 ***********************************************************************
 KB0711  DESIGNATION -  J 92
 KB0711  PID         -  KB0711
 KB0711  STATE/COUNTY-  IL/CHRISTIAN
 KB0711  USGS QUAD   -  WILLEYS (1982)
 KB0711
 KB0711                         *CURRENT SURVEY CONTROL
 KB0711  ___________________________________________________________________
 KB0711* NAD 83(1986)-  39 31 25.     (N)    089 14 34.     (W)     SCALED    
 KB0711* NAVD 88     -       188.623  (meters)     618.84   (feet)  ADJUSTED  
 KB0711  ___________________________________________________________________
 KB0711  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB0711  DYNAMIC HT  -         188.515 (meters)     618.49  (feet)  COMP
 KB0711  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 KB0711
 KB0711  VERT ORDER  -  SECOND    CLASS 0
 KB0711
 KB0711.The horizontal coordinates were scaled from a topographic map and have
 KB0711.an estimated accuracy of +/- 6 seconds.
 KB0711
 KB0711.The orthometric height was determined by differential leveling
 KB0711.and adjusted by the National Geodetic Survey in June 1991..
 KB0711
 KB0711.The geoid height was determined by GEOID03.
 KB0711
 KB0711.The dynamic height is computed by dividing the NAVD 88
 KB0711.geopotential number by the normal gravity value computed on the
 KB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0711.degrees latitude (g = 980.6199 gals.).
 KB0711
 KB0711.The modeled gravity was interpolated from observed gravity values.
 KB0711
 KB0711;                    North         East    Units  Estimated Accuracy
 KB0711;SPC IL W     -   317,510.      779,440.      MT  (+/- 180 meters Scaled)
 KB0711
 KB0711                          SUPERSEDED SURVEY CONTROL
 KB0711
 KB0711  NGVD 29 (??/??/92)  188.717  (m)          619.15   (f) ADJ UNCH    2 0
 KB0711
 KB0711.Superseded values are not recommended for survey control.
 KB0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0711.See file dsdata.txt to determine how the superseded data were derived.
 KB0711
 KB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ072772(NAD 83)
 KB0711_MARKER: DB = BENCH MARK DISK
 KB0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0711_STAMPING: J 92 1935
 KB0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0711+STABILITY: SURFACE MOTION
 KB0711
 KB0711  HISTORY     - Date     Condition        Report By
 KB0711  HISTORY     - 1935     MONUMENTED       CGS
 KB0711  HISTORY     - 1976     GOOD             NGS
 KB0711
 KB0711                          STATION DESCRIPTION
 KB0711
 KB0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0711'3.5 MI SE FROM TAYLORVILLE.
 KB0711'3.5 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KB0711'THE STATION AT TAYLORVILLE, CHRISTIAN COUNTY, 0.8 MILE NORTHWEST
 KB0711'OF VELMA, AT POLE 152/08, AT A ROAD CROSSING, 7 YARDS SOUTHWEST
 KB0711'OF THE CENTERLINE OF THE TRACK, AND 9 YARDS NORTH OF THE
 KB0711'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED J 92 1935
 KB0711'AND SET IN THE TOP OF A CONCRETE POST.
 KB0711
 KB0711                          STATION RECOVERY (1976)
 KB0711
 KB0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0711'MARK RECOVERED. IT IS 35 FT END OF A POWER POLE, 30 FT NORTH OF
 KB0711'CENTER LINE OF OLD ROAD 17 FEET SOUTHWEST OF SOUTHWEST RAIL OF TRACK.
 KB0711'MARK IS SE OF A BRICK HOUSE. THE ROAD IS NOW BARRICADED AT RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0730 ***********************************************************************
 KB0730  DESIGNATION -  J 93
 KB0730  PID         -  KB0730
 KB0730  STATE/COUNTY-  IL/MONTGOMERY
 KB0730  USGS QUAD   -  NOKOMIS (1980)
 KB0730
 KB0730                         *CURRENT SURVEY CONTROL
 KB0730  ___________________________________________________________________
 KB0730* NAD 83(1986)-  39 17 24.     (N)    089 18 12.     (W)     SCALED    
 KB0730* NAVD 88     -       201.178  (meters)     660.03   (feet)  ADJUSTED  
 KB0730  ___________________________________________________________________
 KB0730  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KB0730  DYNAMIC HT  -         201.060 (meters)     659.64  (feet)  COMP
 KB0730  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 KB0730
 KB0730  VERT ORDER  -  SECOND    CLASS 0
 KB0730
 KB0730.The horizontal coordinates were scaled from a topographic map and have
 KB0730.an estimated accuracy of +/- 6 seconds.
 KB0730
 KB0730.The orthometric height was determined by differential leveling
 KB0730.and adjusted by the National Geodetic Survey in June 1991..
 KB0730
 KB0730.The geoid height was determined by GEOID03.
 KB0730
 KB0730.The dynamic height is computed by dividing the NAVD 88
 KB0730.geopotential number by the normal gravity value computed on the
 KB0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0730.degrees latitude (g = 980.6199 gals.).
 KB0730
 KB0730.The modeled gravity was interpolated from observed gravity values.
 KB0730
 KB0730;                    North         East    Units  Estimated Accuracy
 KB0730;SPC IL W     -   291,520.      774,480.      MT  (+/- 180 meters Scaled)
 KB0730
 KB0730                          SUPERSEDED SURVEY CONTROL
 KB0730
 KB0730  NGVD 29 (??/??/92)  201.284  (m)          660.38   (f) ADJ UNCH    2 0
 KB0730
 KB0730.Superseded values are not recommended for survey control.
 KB0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0730.See file dsdata.txt to determine how the superseded data were derived.
 KB0730
 KB0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ013514(NAD 83)
 KB0730_MARKER: DB = BENCH MARK DISK
 KB0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0730_STAMPING: J 93 1935
 KB0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0730+STABILITY: SURFACE MOTION
 KB0730
 KB0730  HISTORY     - Date     Condition        Report By
 KB0730  HISTORY     - 1935     MONUMENTED       CGS
 KB0730  HISTORY     - 1977     MARK NOT FOUND   USGS
 KB0730
 KB0730                          STATION DESCRIPTION
 KB0730
 KB0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0730'1.1 MI SW FROM NOKOMIS.
 KB0730'1.1 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 KB0730'AND ST. LOUIS RAILWAY FROM THE STATION AT NOKOMIS, MONTGOMERY
 KB0730'COUNTY, ONE RAIL NORTHEAST OF CULVERT 416 A, AT POLE 181/12,
 KB0730'20 FEET NORTHWEST OF THE TRACK, 30 FEET NORTH OF THE CENTERLINE
 KB0730'OF A COUNTY ROAD, AND 6 FEET SOUTHEAST OF A FENCE.  A STANDARD
 KB0730'DISK, STAMPED J 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0730
 KB0730                          STATION RECOVERY (1977)
 KB0730
 KB0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0833 ***********************************************************************
 KB0833  DESIGNATION -  J 94
 KB0833  PID         -  KB0833
 KB0833  STATE/COUNTY-  IL/MACOUPIN
 KB0833  USGS QUAD   -  MOUNT OLIVE (1974)
 KB0833
 KB0833                         *CURRENT SURVEY CONTROL
 KB0833  ___________________________________________________________________
 KB0833* NAD 83(1986)-  39 02 34.     (N)    089 44 51.     (W)     SCALED    
 KB0833* NAVD 88     -       200.607  (meters)     658.16   (feet)  ADJUSTED  
 KB0833  ___________________________________________________________________
 KB0833  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KB0833  DYNAMIC HT  -         200.488 (meters)     657.77  (feet)  COMP
 KB0833  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 KB0833
 KB0833  VERT ORDER  -  SECOND    CLASS 0
 KB0833
 KB0833.The horizontal coordinates were scaled from a topographic map and have
 KB0833.an estimated accuracy of +/- 6 seconds.
 KB0833
 KB0833.The orthometric height was determined by differential leveling
 KB0833.and adjusted by the National Geodetic Survey in June 1991..
 KB0833.WARNING-Repeat measurements at this control monument indicate possible
 KB0833.vertical movement.
 KB0833
 KB0833.The geoid height was determined by GEOID03.
 KB0833
 KB0833.The dynamic height is computed by dividing the NAVD 88
 KB0833.geopotential number by the normal gravity value computed on the
 KB0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0833.degrees latitude (g = 980.6199 gals.).
 KB0833
 KB0833.The modeled gravity was interpolated from observed gravity values.
 KB0833
 KB0833;                    North         East    Units  Estimated Accuracy
 KB0833;SPC IL W     -   263,800.      736,290.      MT  (+/- 180 meters Scaled)
 KB0833
 KB0833                          SUPERSEDED SURVEY CONTROL
 KB0833
 KB0833  NGVD 29 (??/??/92)  200.726  (m)          658.55   (f) ADJ UNCH    2 0
 KB0833
 KB0833.Superseded values are not recommended for survey control.
 KB0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0833.See file dsdata.txt to determine how the superseded data were derived.
 KB0833
 KB0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ622251(NAD 83)
 KB0833_MARKER: DB = BENCH MARK DISK
 KB0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0833_STAMPING: J 94 1935
 KB0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0833+STABILITY: SURFACE MOTION
 KB0833
 KB0833  HISTORY     - Date     Condition        Report By
 KB0833  HISTORY     - 1935     MONUMENTED       CGS
 KB0833  HISTORY     - 1960     GOOD             NGS
 KB0833
 KB0833                          STATION DESCRIPTION
 KB0833
 KB0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0833'2.3 MI S FROM MOUNT OLIVE.
 KB0833'ABOUT 2.3 MILES SOUTH ALONG THE WABASH RAILROAD FROM THE STATION
 KB0833'AT MOUNT OLIVE, AT A GRAVEL ROAD CROSSING, ABOUT 0.2 MILE
 KB0833'NORTHEAST OF A POWER SUB-STATION, 29 FEET EAST OF THE EAST RAIL
 KB0833'OF THE EAST MAIN TRACK, 14 FEET NORTHWEST OF THE CENTER LINE
 KB0833'OF THE ROAD, 11 FEET SOUTH-SOUTHEAST OF A SWITCH STAND, 23 FEET
 KB0833'SOUTH OF POWER POLE NUMBER 269, 10 FEET WEST-NORTHWEST OF THE
 KB0833'WEST-NORTHWEST RAIL OF THE SPUR TRACK, 51 FEET EAST-NORTHEAST
 KB0833'OF THE CENTER OF THE JUNCTION OF THE ROAD, AND THE EAST MAIN
 KB0833'TRACK, 5 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOOD CULVERT,
 KB0833'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 KB0833'A CONCRETE POST 2 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0157 ***********************************************************************
 JC0157  DESIGNATION -  J 95
 JC0157  PID         -  JC0157
 JC0157  STATE/COUNTY-  IL/ST CLAIR
 JC0157  USGS QUAD   -  GRANITE CITY (1998)
 JC0157
 JC0157                         *CURRENT SURVEY CONTROL
 JC0157  ___________________________________________________________________
 JC0157* NAD 83(1986)-  38 39 16.     (N)    090 10 07.     (W)     SCALED    
 JC0157* NAVD 88     -       126.437  (meters)     414.82   (feet)  ADJUSTED  
 JC0157  ___________________________________________________________________
 JC0157  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JC0157  DYNAMIC HT  -         126.357 (meters)     414.56  (feet)  COMP
 JC0157  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 JC0157
 JC0157  VERT ORDER  -  SECOND    CLASS 0
 JC0157
 JC0157.The horizontal coordinates were scaled from a topographic map and have
 JC0157.an estimated accuracy of +/- 6 seconds.
 JC0157
 JC0157.The orthometric height was determined by differential leveling
 JC0157.and adjusted by the National Geodetic Survey in June 1991..
 JC0157
 JC0157.The geoid height was determined by GEOID03.
 JC0157
 JC0157.The dynamic height is computed by dividing the NAVD 88
 JC0157.geopotential number by the normal gravity value computed on the
 JC0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0157.degrees latitude (g = 980.6199 gals.).
 JC0157
 JC0157.The modeled gravity was interpolated from observed gravity values.
 JC0157
 JC0157;                    North         East    Units  Estimated Accuracy
 JC0157;SPC IL W     -   220,610.      699,830.      MT  (+/- 180 meters Scaled)
 JC0157
 JC0157                          SUPERSEDED SURVEY CONTROL
 JC0157
 JC0157  NGVD 29 (??/??/92)  126.551  (m)          415.19   (f) ADJ UNCH    2 0
 JC0157
 JC0157.Superseded values are not recommended for survey control.
 JC0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0157.See file dsdata.txt to determine how the superseded data were derived.
 JC0157
 JC0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC463822(NAD 83)
 JC0157_MARKER: DB = BENCH MARK DISK
 JC0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0157_STAMPING: J 95 1935
 JC0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0157+STABILITY: SURFACE MOTION
 JC0157
 JC0157  HISTORY     - Date     Condition        Report By
 JC0157  HISTORY     - 1935     MONUMENTED       CGS
 JC0157  HISTORY     - 1942     GOOD             NGS
 JC0157
 JC0157                          STATION DESCRIPTION
 JC0157
 JC0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JC0157'AT BROOKLYN.
 JC0157'AT BROOKLYN (POST OFFICE LOVEJOY), ST. CLAIR COUNTY, ON THE
 JC0157'WABASH RAILROAD, 300 FEET NORTH OF THE YARD OFFICE, 50 FEET
 JC0157'SOUTH OF A STUB-END STREET, IN THE RAILROAD YARDS, AND 30 FEET
 JC0157'EAST OF THE CENTERLINE OF THE EAST TRACK.  A STANDARD DISK,
 JC0157'STAMPED J 95 1935 AND SET IN THE TOP OF A CONCRETE POST
 JC0157'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0853 ***********************************************************************
 KB0853  DESIGNATION -  J 96
 KB0853  PID         -  KB0853
 KB0853  STATE/COUNTY-  IL/MACOUPIN
 KB0853  USGS QUAD   -  ATWATER (1979)
 KB0853
 KB0853                         *CURRENT SURVEY CONTROL
 KB0853  ___________________________________________________________________
 KB0853* NAD 83(1986)-  39 18 34.     (N)    089 42 50.     (W)     SCALED    
 KB0853* NAVD 88     -       195.048  (meters)     639.92   (feet)  ADJUSTED  
 KB0853  ___________________________________________________________________
 KB0853  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KB0853  DYNAMIC HT  -         194.937 (meters)     639.56  (feet)  COMP
 KB0853  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 KB0853
 KB0853  VERT ORDER  -  SECOND    CLASS 0
 KB0853
 KB0853.The horizontal coordinates were scaled from a topographic map and have
 KB0853.an estimated accuracy of +/- 6 seconds.
 KB0853
 KB0853.The orthometric height was determined by differential leveling
 KB0853.and adjusted by the National Geodetic Survey in June 1991..
 KB0853
 KB0853.The geoid height was determined by GEOID03.
 KB0853
 KB0853.The dynamic height is computed by dividing the NAVD 88
 KB0853.geopotential number by the normal gravity value computed on the
 KB0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0853.degrees latitude (g = 980.6199 gals.).
 KB0853
 KB0853.The modeled gravity was interpolated from observed gravity values.
 KB0853
 KB0853;                    North         East    Units  Estimated Accuracy
 KB0853;SPC IL W     -   293,420.      739,050.      MT  (+/- 180 meters Scaled)
 KB0853
 KB0853                          SUPERSEDED SURVEY CONTROL
 KB0853
 KB0853  NGVD 29 (??/??/92)  195.180  (m)          640.35   (f) ADJ UNCH    2 0
 KB0853
 KB0853.Superseded values are not recommended for survey control.
 KB0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0853.See file dsdata.txt to determine how the superseded data were derived.
 KB0853
 KB0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ660546(NAD 83)
 KB0853_MARKER: DB = BENCH MARK DISK
 KB0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0853_STAMPING: J 96 1935
 KB0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0853+STABILITY: SURFACE MOTION
 KB0853
 KB0853  HISTORY     - Date     Condition        Report By
 KB0853  HISTORY     - 1935     MONUMENTED       CGS
 KB0853  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0853
 KB0853                          STATION DESCRIPTION
 KB0853
 KB0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0853'1.7 MI S FROM ATWATER.
 KB0853'1.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KB0853'FROM THE STATION AT ATWATER, MACOUPIN COUNTY, 0.3 MILE NORTH OF
 KB0853'MILEPOST 55, AT A ROAD CROSSING, 7 YARDS SOUTH OF THE CENTERLINE
 KB0853'OF THE CROSS ROAD, AND 4 YARDS EAST OF THE CENTERLINE OF THE
 KB0853'NORTHBOUND TRACK.  A STANDARD DISK, STAMPED J 96 1935 AND SET IN
 KB0853'THE TOP OF A CONCRETE POST.
 KB0853
 KB0853                          STATION RECOVERY (1976)
 KB0853
 KB0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0334 ***********************************************************************
 JC0334  DESIGNATION -  J 97
 JC0334  PID         -  JC0334
 JC0334  STATE/COUNTY-  IL/RANDOLPH
 JC0334  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC0334
 JC0334                         *CURRENT SURVEY CONTROL
 JC0334  ___________________________________________________________________
 JC0334* NAD 83(1986)-  38 01 48.     (N)    090 01 29.     (W)     SCALED    
 JC0334* NAVD 88     -       116.627  (meters)     382.63   (feet)  ADJUSTED  
 JC0334  ___________________________________________________________________
 JC0334  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 JC0334  DYNAMIC HT  -         116.548 (meters)     382.37  (feet)  COMP
 JC0334  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 JC0334
 JC0334  VERT ORDER  -  SECOND    CLASS 0
 JC0334
 JC0334.The horizontal coordinates were scaled from a topographic map and have
 JC0334.an estimated accuracy of +/- 6 seconds.
 JC0334
 JC0334.The orthometric height was determined by differential leveling
 JC0334.and adjusted by the National Geodetic Survey in June 1991..
 JC0334
 JC0334.The geoid height was determined by GEOID03.
 JC0334
 JC0334.The dynamic height is computed by dividing the NAVD 88
 JC0334.geopotential number by the normal gravity value computed on the
 JC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0334.degrees latitude (g = 980.6199 gals.).
 JC0334
 JC0334.The modeled gravity was interpolated from observed gravity values.
 JC0334
 JC0334;                    North         East    Units  Estimated Accuracy
 JC0334;SPC IL W     -   151,310.      712,460.      MT  (+/- 180 meters Scaled)
 JC0334
 JC0334                          SUPERSEDED SURVEY CONTROL
 JC0334
 JC0334  NGVD 29 (??/??/92)  116.738  (m)          383.00   (f) ADJ UNCH    2 0
 JC0334
 JC0334.Superseded values are not recommended for survey control.
 JC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0334.See file dsdata.txt to determine how the superseded data were derived.
 JC0334
 JC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC611133(NAD 83)
 JC0334_MARKER: DB = BENCH MARK DISK
 JC0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0334_STAMPING: J 97 1935
 JC0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0334+STABILITY: SURFACE MOTION
 JC0334
 JC0334  HISTORY     - Date     Condition        Report By
 JC0334  HISTORY     - 1935     MONUMENTED       CGS
 JC0334  HISTORY     - 1968     POOR             USGS
 JC0334
 JC0334                          STATION DESCRIPTION
 JC0334
 JC0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0334'1.4 MI S FROM MODOC.
 JC0334'1.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0334'STATION AT MODOC, RANDOLPH COUNTY, AT POLE 47/07, 30 FEET
 JC0334'NORTH OF A ROAD CROSSING, AND 45 FEET WEST OF THE CENTERLINE OF
 JC0334'THE WEST MAIN TRACK.  A STANDARD DISK, STAMPED J 97 1935 AND
 JC0334'SET IN THE TOP OF A CONCRETE POST.
 JC0334
 JC0334                          STATION RECOVERY (1968)
 JC0334
 JC0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JC0334'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0575 ***********************************************************************
 HB0575  DESIGNATION -  J 98
 HB0575  PID         -  HB0575
 HB0575  STATE/COUNTY-  IL/JACKSON
 HB0575  USGS QUAD   -  GORHAM (1994)
 HB0575
 HB0575                         *CURRENT SURVEY CONTROL
 HB0575  ___________________________________________________________________
 HB0575* NAD 83(1986)-  37 42 58.     (N)    089 29 19.     (W)     SCALED    
 HB0575* NAVD 88     -       110.861  (meters)     363.72   (feet)  ADJUSTED  
 HB0575  ___________________________________________________________________
 HB0575  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB0575  DYNAMIC HT  -         110.783 (meters)     363.46  (feet)  COMP
 HB0575  MODELED GRAV-     979,930.8   (mgal)                       NAVD 88
 HB0575
 HB0575  VERT ORDER  -  FIRST     CLASS II
 HB0575
 HB0575.The horizontal coordinates were scaled from a topographic map and have
 HB0575.an estimated accuracy of +/- 6 seconds.
 HB0575
 HB0575.The orthometric height was determined by differential leveling
 HB0575.and adjusted by the National Geodetic Survey in June 1991..
 HB0575
 HB0575.The geoid height was determined by GEOID03.
 HB0575
 HB0575.The dynamic height is computed by dividing the NAVD 88
 HB0575.geopotential number by the normal gravity value computed on the
 HB0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0575.degrees latitude (g = 980.6199 gals.).
 HB0575
 HB0575.The modeled gravity was interpolated from observed gravity values.
 HB0575
 HB0575;                    North         East    Units  Estimated Accuracy
 HB0575;SPC IL W     -   116,680.      759,780.      MT  (+/- 180 meters Scaled)
 HB0575
 HB0575                          SUPERSEDED SURVEY CONTROL
 HB0575
 HB0575  NGVD 29 (??/??/??)  110.962  (m)          364.05   (f) ADJUSTED    1 2
 HB0575
 HB0575.Superseded values are not recommended for survey control.
 HB0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0575.See file dsdata.txt to determine how the superseded data were derived.
 HB0575
 HB0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG806772(NAD 83)
 HB0575_MARKER: DB = BENCH MARK DISK
 HB0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0575_STAMPING: J 98 1935
 HB0575_PROJECTION: FLUSH
 HB0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0575+STABILITY: SURFACE MOTION
 HB0575
 HB0575  HISTORY     - Date     Condition        Report By
 HB0575  HISTORY     - 1935     MONUMENTED       CGS
 HB0575  HISTORY     - 1949     GOOD             CGS
 HB0575  HISTORY     - 1981     MARK NOT FOUND   NGS
 HB0575
 HB0575                          STATION DESCRIPTION
 HB0575
 HB0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0575'AT GORHAM.
 HB0575'AT GORHAM, 75 FEET WEST-NORTHWEST OF THE NORTH-NORTHWEST CORNER
 HB0575'OF THE MISSOURI PACIFIC RAILROAD STATION AT GORHAM, ABOUT 230
 HB0575'FEET EAST OF BM 365 (USGS), 95 FEET EAST-SOUTHEAST OF THE EAST
 HB0575'CORNER OF CONCRETE BASE FOR SIGNAL BOX, 23.5 FEET SOUTH-SOUTHWEST
 HB0575'OF THE SOUTH-SOUTHWEST RAIL OF SOUTH-SOUTHWEST MAIN TRACK, 18.5 FEET
 HB0575'NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK PASSING SOUTHWEST
 HB0575'OF THE STATION, 0.5 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST,
 HB0575'ABOUT LEVEL WITH THE MAIN TRACK AND SET IN THE TOP OF CONCRETE
 HB0575'POST 6 INCHES BELOW THE GROUND.
 HB0575
 HB0575                          STATION RECOVERY (1981)
 HB0575
 HB0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0575'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1240 ***********************************************************************
 JB1240  DESIGNATION -  J 99
 JB1240  PID         -  JB1240
 JB1240  STATE/COUNTY-  IL/PERRY
 JB1240  USGS QUAD   -  COULTERVILLE (1982)
 JB1240
 JB1240                         *CURRENT SURVEY CONTROL
 JB1240  ___________________________________________________________________
 JB1240* NAD 83(1986)-  38 09 58.     (N)    089 31 23.     (W)     SCALED    
 JB1240* NAVD 88     -       168.242  (meters)     551.97   (feet)  ADJUSTED  
 JB1240  ___________________________________________________________________
 JB1240  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 JB1240  DYNAMIC HT  -         168.131 (meters)     551.61  (feet)  COMP
 JB1240  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 JB1240
 JB1240  VERT ORDER  -  SECOND    CLASS 0
 JB1240
 JB1240.The horizontal coordinates were scaled from a topographic map and have
 JB1240.an estimated accuracy of +/- 6 seconds.
 JB1240
 JB1240.The orthometric height was determined by differential leveling
 JB1240.and adjusted by the National Geodetic Survey in June 1991..
 JB1240
 JB1240.The geoid height was determined by GEOID03.
 JB1240
 JB1240.The dynamic height is computed by dividing the NAVD 88
 JB1240.geopotential number by the normal gravity value computed on the
 JB1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1240.degrees latitude (g = 980.6199 gals.).
 JB1240
 JB1240.The modeled gravity was interpolated from observed gravity values.
 JB1240
 JB1240;                    North         East    Units  Estimated Accuracy
 JB1240;SPC IL W     -   166,600.      756,400.      MT  (+/- 180 meters Scaled)
 JB1240
 JB1240                          SUPERSEDED SURVEY CONTROL
 JB1240
 JB1240  NGVD 29 (??/??/92)  168.341  (m)          552.30   (f) ADJ UNCH    2 0
 JB1240
 JB1240.Superseded values are not recommended for survey control.
 JB1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1240.See file dsdata.txt to determine how the superseded data were derived.
 JB1240
 JB1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH789272(NAD 83)
 JB1240_MARKER: DB = BENCH MARK DISK
 JB1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1240_STAMPING: J 99 1935
 JB1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1240+STABILITY: SURFACE MOTION
 JB1240
 JB1240  HISTORY     - Date     Condition        Report By
 JB1240  HISTORY     - 1935     MONUMENTED       CGS
 JB1240  HISTORY     - 1962     MARK NOT FOUND   USGS
 JB1240
 JB1240                          STATION DESCRIPTION
 JB1240
 JB1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1240'0.8 MI SE FROM SWANWICK.
 JB1240'0.8 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1240'STATION AT SWANWICK, PERRY COUNTY, 0.2 MILE SOUTHEAST OF MILEPOST
 JB1240'E 51, 242 FEET NORTHWEST OF A ROAD CROSSING, 63 FEET NORTHEAST
 JB1240'OF THE CENTERLINE OF THE NORTHEAST MAIN TRACK, AND ONE FOOT
 JB1240'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 JB1240'J 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB1240
 JB1240                          STATION RECOVERY (1962)
 JB1240
 JB1240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JB1240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1900 ***********************************************************************
 JB1900  DESIGNATION -  JACK
 JB1900  PID         -  JB1900
 JB1900  STATE/COUNTY-  IL/WASHINGTON
 JB1900  USGS QUAD   -  BEAUCOUP (1974)
 JB1900
 JB1900                         *CURRENT SURVEY CONTROL
 JB1900  ___________________________________________________________________
 JB1900* NAD 83(1997)-  38 20 36.62885(N)    089 19 02.27177(W)     ADJUSTED  
 JB1900* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 JB1900  ___________________________________________________________________
 JB1900  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JB1900  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 JB1900
 JB1900  HORZ ORDER  -  FIRST
 JB1900
 JB1900.The horizontal coordinates were established by classical geodetic methods
 JB1900.and adjusted by the National Geodetic Survey in October 1999..
 JB1900
 JB1900.The orthometric height was scaled from a topographic map.
 JB1900
 JB1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1900
 JB1900.The geoid height was determined by GEOID03.
 JB1900
 JB1900;                    North         East     Units Scale Factor Converg.
 JB1900;SPC IL W     -   186,438.335   774,249.101   MT  1.00000905   +0 31 37.0
 JB1900;SPC IL W     -   611,673.10  2,540,182.26   sFT  1.00000905   +0 31 37.0
 JB1900;SPC IL E     -   186,561.438   213,981.839   MT  1.00006609   -0 36 37.7
 JB1900;SPC IL E     -   612,076.98    702,038.75   sFT  1.00006609   -0 36 37.7
 JB1900;UTM  16      - 4,246,470.440   297,487.289   MT  1.00010509   -1 26 17.1
 JB1900
 JB1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1900!SPC IL W     -   0.99997727  x   1.00000905  =   0.99998632
 JB1900!SPC IL E     -   0.99997727  x   1.00006609  =   1.00004336
 JB1900!UTM  16      -   0.99997727  x   1.00010509  =   1.00008236
 JB1900
 JB1900:                Primary Azimuth Mark                     Grid Az
 JB1900:SPC IL W     -  AVIATION BN 3 MI ESE GEOFFREY            013 36 59.2
 JB1900:SPC IL E     -  AVIATION BN 3 MI ESE GEOFFREY            014 45 13.9
 JB1900:UTM  16      -  AVIATION BN 3 MI ESE GEOFFREY            015 34 53.3
 JB1900
 JB1900|---------------------------------------------------------------------|
 JB1900| PID    Reference Object                     Distance      Geod. Az  |
 JB1900|                                                           dddmmss.s |
 JB1900| JB1894 AVIATION BN 3 MI ESE GEOFFREY       APPROX.15.5 KM 0140836.2 |
 JB1900| CI3936 JACK RM 1                                          10651     |
 JB1900| CI3937 JACK RM 2                            71.500 METERS 34403     |
 JB1900|---------------------------------------------------------------------|
 JB1900
 JB1900                          SUPERSEDED SURVEY CONTROL
 JB1900
 JB1900  NAD 83(1986)-  38 20 36.64382(N)    089 19 02.27017(W) AD(       ) 1
 JB1900  NAD 27      -  38 20 36.47000(N)    089 19 01.97300(W) AD(       ) 1
 JB1900
 JB1900.Superseded values are not recommended for survey control.
 JB1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1900.See file dsdata.txt to determine how the superseded data were derived.
 JB1900
 JB1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9748746470(NAD 83)
 JB1900_MARKER: DS = TRIANGULATION STATION DISK
 JB1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1900
 JB1900  HISTORY     - Date     Condition        Report By
 JB1900  HISTORY     - 1930     MONUMENTED       CGS
 JB1900  HISTORY     - 1962     MARK NOT FOUND   CGS
 JB1900
 JB1900                          STATION DESCRIPTION
 JB1900
 JB1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 JB1900'ABOUT 3-1/2 MILES EAST OF NASHVILLE AND 1-1/2 MILES WEST OF BEAUCOUP
 JB1900'ON LAND OWNED AND OCCUPIED BY H. D. JACK, IN THE NE 1/4 NE 1/4 SEC.
 JB1900'21, T. 2 S., R. 2 W.
 JB1900'
 JB1900'REACHED FROM NASHVILLE BY STATE HIGHWAY 15 EAST 3.7 MILES FROM THE
 JB1900'COURTHOUSE TO THE H. D. JACK HOUSE WHICH IS ON THE SOUTH SIDE OF THE
 JB1900'ROAD, OPPOSITE A LANE LEADING NORTH.  STATION MARK IS ON THE WEST
 JB1900'EDGE OF THE ABOVE QUARTER SECTION, ABOUT 6 METERS WEST OF CENTER
 JB1900'LINE OF ROAD LEADING TO THE JACK HOUSE, AND ABOUT 18 METERS NORTH OF
 JB1900'THE NORTH SIDE OF BARN.
 JB1900'
 JB1900'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN THE SOUTHEAST CORNER
 JB1900'OF THE NE 1/4 NE 1/4 SEC. 21, T. 2 S., R. 2 W.
 JB1900'
 JB1900'REFERENCE MARK NO. 2 IS NORTH OF STATION AND 10 METERS NORTH OF
 JB1900'CENTER LINE OF HARD ROAD.
 JB1900'
 JB1900'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED.
 JB1900'
 JB1900'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 JB1900
 JB1900                          STATION RECOVERY (1962)
 JB1900
 JB1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1900'THE STATION WAS SEARCHED FOR AND COULD NOT BE FOUND AND SHOULD BE
 JB1900'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1901 ***********************************************************************
 JB1901  DESIGNATION -  JACK 2
 JB1901  PID         -  JB1901
 JB1901  STATE/COUNTY-  IL/WASHINGTON
 JB1901  USGS QUAD   -  BEAUCOUP (1974)
 JB1901
 JB1901                         *CURRENT SURVEY CONTROL
 JB1901  ___________________________________________________________________
 JB1901* NAD 83(1997)-  38 20 37.10503(N)    089 19 02.37208(W)     ADJUSTED  
 JB1901* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 JB1901  ___________________________________________________________________
 JB1901  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JB1901  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 JB1901
 JB1901  HORZ ORDER  -  SECOND
 JB1901
 JB1901.The horizontal coordinates were established by classical geodetic methods
 JB1901.and adjusted by the National Geodetic Survey in October 1999..
 JB1901
 JB1901.The orthometric height was scaled from a topographic map.
 JB1901
 JB1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1901
 JB1901.The geoid height was determined by GEOID03.
 JB1901
 JB1901;                    North         East     Units Scale Factor Converg.
 JB1901;SPC IL W     -   186,452.995   774,246.531   MT  1.00000904   +0 31 37.0
 JB1901;SPC IL W     -   611,721.20  2,540,173.83   sFT  1.00000904   +0 31 37.0
 JB1901;UTM  16      - 4,246,485.181   297,485.222   MT  1.00010510   -1 26 17.2
 JB1901
 JB1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1901!SPC IL W     -   0.99997728  x   1.00000904  =   0.99998631
 JB1901!UTM  16      -   0.99997728  x   1.00010510  =   1.00008237
 JB1901
 JB1901:                Primary Azimuth Mark                     Grid Az
 JB1901:SPC IL W     -  HOYLETON TRINITY LUTH CH SPIRE           017 50 48.4
 JB1901:UTM  16      -  HOYLETON TRINITY LUTH CH SPIRE           019 48 42.6
 JB1901
 JB1901|---------------------------------------------------------------------|
 JB1901| PID    Reference Object                     Distance      Geod. Az  |
 JB1901|                                                           dddmmss.s |
 JB1901| JB1896 HOYLETON TRINITY LUTH CH SPIRE      APPROX.11.8 KM 0182225.4 |
 JB1901| CI3939 JACK 2 RM 1                          40.151 METERS 06617     |
 JB1901| JB1902 NASHVILLE NE MUNICIPAL TANK         APPROX. 5.7 KM 2711951.7 |
 JB1901| CI3938 JACK 2 AZ MK                                       2754014.3 |
 JB1901| JB1892 NEW MINDEN ST JOHNS LUTH SPIRE      APPROX.12.0 KM 3372447.0 |
 JB1901| CI3940 JACK 2 RM 2                          31.730 METERS 34756     |
 JB1901|---------------------------------------------------------------------|
 JB1901
 JB1901                          SUPERSEDED SURVEY CONTROL
 JB1901
 JB1901  NAD 83(1986)-  38 20 37.12073(N)    089 19 02.37109(W) AD(       ) 2
 JB1901  NAD 27      -  38 20 36.93979(N)    089 19 02.07524(W) AD(       ) 2
 JB1901
 JB1901.Superseded values are not recommended for survey control.
 JB1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1901.See file dsdata.txt to determine how the superseded data were derived.
 JB1901
 JB1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9748546485(NAD 83)
 JB1901_MARKER: DS = TRIANGULATION STATION DISK
 JB1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1901
 JB1901  HISTORY     - Date     Condition        Report By
 JB1901  HISTORY     - 1962     MONUMENTED       CGS
 JB1901
 JB1901                          STATION DESCRIPTION
 JB1901
 JB1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1901'THE STATION IS ABOUT 3-1/2 MILES EAST OF NASHVILLE, 1-1/2 MILES WEST
 JB1901'OF BEAUCOP, IN THE NORTHEAST 1/4 OF SECTION 21, T 2 S, R 2 W. AND ON
 JB1901'THE PROPERTY OF MRS. MARTHA KLIZEBETH JACK.  IT IS 23 FEET
 JB1901'NORTHEAST OF A 12 INCH MAPLE TREE, 74 FEET EAST OF THE NORTHEAST
 JB1901'CORNER OF A HOUSE, 105 FEET NORTH OF THE NORTHWEST CORNER OF A
 JB1901'BARN, 107 FEET SOUTHEAST OF A WITNESS POST, 36 FEET EAST OF THE
 JB1901'CENTERLINE OF A GRAVELED DRIVEWAY AND 134 FEET SOUTH OF THE
 JB1901'CENTERLINE OF U.S. HIGHWAY 460.  THE MONUMENT IS 18 INCHES
 JB1901'UNDERGROUND AND THE DISK IS STAMPED JACK 2 1962.
 JB1901'
 JB1901'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 460 AND STATE HIGHWAYS
 JB1901'15 AND 127 IN NASHVILLE, GO EAST ON HIGHWAY 15 AND 460 FOR 3.25
 JB1901'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE
 JB1901'HIGHWAY FOR 0.35 MILE TO A GRAVELED DRIVEWAY RIGHT AND THE
 JB1901'STATION.
 JB1901'
 JB1901'REFERENCE MARK 1 IS 1 FOOT NORTH OF A TELEPHONE POLE, 29 FEET SOUTH
 JB1901'OF A WIRE FENCE AND 57 FEET SOUTH OF THE CENTERLINE OF THE
 JB1901'HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JB1901'JACK 2 NO 1 1962.
 JB1901'
 JB1901'REFERENCE MARK 2 IS 2 FEET SOUTH OF A WIRE FENCE, 3 FEET SOUTHEAST
 JB1901'OF THE WITNESS POST, 17 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 JB1901'DRIVEWAY AND 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  THE
 JB1901'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED JACK 2 NO 2
 JB1901'1962.
 JB1901'
 JB1901'THE AZIMUTH MARK IS 2 FEET EAST OF A POWER POLE, 3 FEET SOUTHEAST OF
 JB1901'A WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 JB1901'STAMPED JACK 2 1962.
 JB1901'
 JB1901'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0696 ***********************************************************************
 KC0696  FBN         -  This is a Federal Base Network Control Station.
 KC0696  PACS        -  This is a Primary Airport Control Station.
 KC0696  DESIGNATION -  JACKPORT
 KC0696  PID         -  KC0696
 KC0696  STATE/COUNTY-  IL/MORGAN
 KC0696  USGS QUAD   -  LITERBERRY (1983)
 KC0696
 KC0696                         *CURRENT SURVEY CONTROL
 KC0696  ___________________________________________________________________
 KC0696* NAD 83(1997)-  39 46 20.43067(N)    090 14 15.37570(W)     ADJUSTED  
 KC0696* NAVD 88     -       189.25   (meters)     620.9    (feet)  GPS OBS   
 KC0696  ___________________________________________________________________
 KC0696  X           -     -20,357.614 (meters)                     COMP
 KC0696  Y           -  -4,908,995.264 (meters)                     COMP
 KC0696  Z           -   4,058,689.883 (meters)                     COMP
 KC0696  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 KC0696  ELLIP HEIGHT-         156.60  (meters)          (09/15/03) GPS OBS
 KC0696  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0696
 KC0696  HORZ ORDER  -  A
 KC0696  ELLP ORDER  -  FOURTH    CLASS I
 KC0696
 KC0696.This mark is at Jacksonville Airport (IJX)
 KC0696
 KC0696.The horizontal coordinates were established by GPS observations
 KC0696.and adjusted by the National Geodetic Survey in July 1997..
 KC0696
 KC0696.The orthometric height was determined by GPS observations and a
 KC0696.high-resolution geoid model.
 KC0696
 KC0696.GPS derived orthometric heights for airport stations designated as
 KC0696.PACS or SACS are published to 2 decimal places.  This maintains
 KC0696.centimeter relative accuracy between the PACS and SACS.  It does
 KC0696.not indicate centimeter accuracy relative to other marks which are
 KC0696.part of the NAVD 88 network.
 KC0696
 KC0696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0696
 KC0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0696
 KC0696.The ellipsoidal height was determined by GPS observations
 KC0696.and is referenced to NAD 83.
 KC0696
 KC0696.The geoid height was determined by GEOID03.
 KC0696
 KC0696;                    North         East     Units Scale Factor Converg.
 KC0696;SPC IL W     -   344,714.250   693,922.645   MT  0.99994163   -0 02 43.4
 KC0696;SPC IL W     - 1,130,950.00  2,276,644.54   sFT  0.99994163   -0 02 43.4
 KC0696;UTM  15      - 4,406,140.175   736,595.278   MT  1.00028921   +1 46 04.9
 KC0696
 KC0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0696!SPC IL W     -   0.99997543  x   0.99994163  =   0.99991706
 KC0696!UTM  15      -   0.99997543  x   1.00028921  =   1.00026464
 KC0696
 KC0696:                Primary Azimuth Mark                     Grid Az
 KC0696:SPC IL W     -  JACKPORT AZ MK                           315 39 39.3
 KC0696:UTM  15      -  JACKPORT AZ MK                           313 50 51.0
 KC0696
 KC0696|---------------------------------------------------------------------|
 KC0696| PID    Reference Object                     Distance      Geod. Az  |
 KC0696|                                                           dddmmss.s |
 KC0696| KC0697 JACKPORT AZ MK                      APPROX. 0.6 KM 3153655.9 |
 KC0696|---------------------------------------------------------------------|
 KC0696
 KC0696                          SUPERSEDED SURVEY CONTROL
 KC0696
 KC0696  ELLIP H (07/24/97)  156.66   (m)                       GP(       ) 1 1
 KC0696  NAD 83(1986)-  39 46 20.43896(N)    090 14 15.36697(W) AD(       ) 1
 KC0696  NGVD 29 (06/25/91)  189.3    (m)          621.     (f) GPS OBS        
 KC0696
 KC0696.Superseded values are not recommended for survey control.
 KC0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0696.See file dsdata.txt to determine how the superseded data were derived.
 KC0696
 KC0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3659506140(NAD 83)
 KC0696_MARKER: I = METAL ROD
 KC0696_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0696_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0696_STAMPING: JACKPORT 1990
 KC0696_MARK LOGO: NGS   
 KC0696_PROJECTION: FLUSH
 KC0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0696+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 KC0696_ROD/PIPE-DEPTH: 8.20 meters
 KC0696_SLEEVE-DEPTH  : 1.00 meters
 KC0696
 KC0696  HISTORY     - Date     Condition        Report By
 KC0696  HISTORY     - 1990     MONUMENTED       NGS
 KC0696  HISTORY     - 19970210 GOOD             NGS
 KC0696  HISTORY     - 19970612 GOOD             NGS
 KC0696  HISTORY     - 19980709 GOOD             ILDT
 KC0696  HISTORY     - 20020911 GOOD             ILDT
 KC0696  HISTORY     - 20040202 GOOD             ILDT
 KC0696
 KC0696                          STATION DESCRIPTION
 KC0696
 KC0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KC0696'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTH OF JACKSONVILLE,, AT
 KC0696'THE JACKSONVILLE MUNICIPAL AIRPORT, IN A VEE FORMED BY THE MAIN RAMP
 KC0696'AND THE PARALLEL TAXI, IN SOUTH CENTRAL SECTION 5, T 15 N, R 10 W.
 KC0696'OWNERSHIP--JACKSONVILLE AIRPORT AUTHORITY, RR 1, BOX 259,
 KC0696'JACKSONVILLE, IL 62650.  AIRPORT MANAGER IS SALLY PREWITT, PHONE
 KC0696'217-243-5824.
 KC0696'TO REACH FROM THE JUNCTION OF COURT AND MAUVAISTEERE STREETS AT THE
 KC0696'NORTHEAST CORNER OF THE CITY SQUARE, GO NORTH ON MAIVAISTEERE STREET
 KC0696'(BECOMES MAIN STREET) FOR 1.25 KM (0.78 MI) TO ITS JUNCTION WITH
 KC0696'STATE HIGHWAY 78.  CONTINUE NORTH ON HIGHWAY 78 FOR 2.42 KM
 KC0696'(1.50 MI) TO A PAVED CROSSROAD.  TURN LEFT, WEST, FOR 0.51 KM
 KC0696'(0.32 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  BEAR RIGHT,
 KC0696'NORTHEAST, ON PAVED ROAD FOR 0.34 KM (0.21 MI) TO A FORK.  KEEP LEFT,
 KC0696'NORTHWEST, FOR 0.15 KM (0.09 MI) TO A GATE AT THE NORTHWEST CORNER OF
 KC0696'THE PARKING LOT.  TURN LEFT THROUGH GATE, THEN RIGHT, NORTHERLY, ON
 KC0696'APRON AND MAIN CONNECTING RAMP FOR 0.20 KM (0.12 MI) TO THE STATION
 KC0696'ON THE LEFT JUST AFTER THE JUNCTION OF THE TAXI.
 KC0696'THE STATION IS LOCATED 18.9 M (62.0 FT) WEST FROM THE CENTER OF THE
 KC0696'MAIN CONNECTING RAMP, 18.7 M (61.4 FT) NORTHEAST FROM THE CENTER OF
 KC0696'THE PARALLEL TAXI, AND 15.25 M (50.03 FT) NORTHWEST FROM THE TAXI
 KC0696'LIGHT WITH A CONCRETE BASE.
 KC0696'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KC0696
 KC0696                          STATION RECOVERY (1997)
 KC0696
 KC0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KC0696'RECOVERED AS DESCRIBED.
 KC0696
 KC0696                          STATION RECOVERY (1997)
 KC0696
 KC0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KC0696'RECOVERED AS DESCRIBED.
 KC0696
 KC0696                          STATION RECOVERY (1998)
 KC0696
 KC0696'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1998 (JK)
 KC0696'RECOVERED AS DESCRIBED
 KC0696'
 KC0696
 KC0696                          STATION RECOVERY (2002)
 KC0696
 KC0696'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (CLC)
 KC0696'STATION LOCATED 36.1 M SOUTH OF SIGN A13-31
 KC0696' 
 KC0696'
 KC0696
 KC0696                          STATION RECOVERY (2004)
 KC0696
 KC0696'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DL)
 KC0696'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0697 ***********************************************************************
 KC0697  DESIGNATION -  JACKPORT AZ MK
 KC0697  PID         -  KC0697
 KC0697  STATE/COUNTY-  IL/MORGAN
 KC0697  USGS QUAD   -  LITERBERRY (1983)
 KC0697
 KC0697                         *CURRENT SURVEY CONTROL
 KC0697  ___________________________________________________________________
 KC0697* NAD 83(1997)-  39 46 34.82088(N)    090 14 33.62940(W)     ADJUSTED  
 KC0697* NAVD 88     -       187.4    (meters)     615.     (feet)  VERTCON   
 KC0697  ___________________________________________________________________
 KC0697  X           -     -20,790.834 (meters)                     COMP
 KC0697  Y           -  -4,908,708.138 (meters)                     COMP
 KC0697  Z           -   4,059,029.866 (meters)                     COMP
 KC0697  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 KC0697  ELLIP HEIGHT-         154.83  (meters)          (10/21/99) GPS OBS
 KC0697  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KC0697
 KC0697  HORZ ORDER  -  FIRST
 KC0697  ELLP ORDER  -  FOURTH    CLASS I
 KC0697
 KC0697.This mark is at Jacksonville Airport (IJX)
 KC0697
 KC0697.The horizontal coordinates were established by GPS observations
 KC0697.and adjusted by the National Geodetic Survey in October 1999..
 KC0697
 KC0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0697
 KC0697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0697
 KC0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0697
 KC0697.The ellipsoidal height was determined by GPS observations
 KC0697.and is referenced to NAD 83.
 KC0697
 KC0697.The geoid height was determined by GEOID03.
 KC0697
 KC0697;                    North         East     Units Scale Factor Converg.
 KC0697;SPC IL W     -   345,158.400   693,488.625   MT  0.99994170   -0 02 55.1
 KC0697;SPC IL W     - 1,132,407.18  2,275,220.60   sFT  0.99994170   -0 02 55.1
 KC0697;UTM  15      - 4,406,570.516   736,147.265   MT  1.00028660   +1 45 53.7
 KC0697
 KC0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0697!SPC IL W     -   0.99997571  x   0.99994170  =   0.99991741
 KC0697!UTM  15      -   0.99997571  x   1.00028660  =   1.00026230
 KC0697
 KC0697:                Primary Azimuth Mark                     Grid Az
 KC0697:SPC IL W     -  JACKPORT                                 135 39 39.3
 KC0697:UTM  15      -  JACKPORT                                 133 50 50.5
 KC0697
 KC0697|---------------------------------------------------------------------|
 KC0697| PID    Reference Object                     Distance      Geod. Az  |
 KC0697|                                                           dddmmss.s |
 KC0697| KC0696 JACKPORT                            APPROX. 0.6 KM 1353644.2 |
 KC0697|---------------------------------------------------------------------|
 KC0697
 KC0697                          SUPERSEDED SURVEY CONTROL
 KC0697
 KC0697  NAD 83(1997)-  39 46 34.82088(N)    090 14 33.62940(W) AD(       ) 1
 KC0697  NAD 83(1986)-  39 46 34.82917(N)    090 14 33.62067(W) AD(       ) 1
 KC0697  NGVD 29 (06/25/91)  187.5    (m)          615.     (f) GPS OBS        
 KC0697
 KC0697.Superseded values are not recommended for survey control.
 KC0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0697.See file dsdata.txt to determine how the superseded data were derived.
 KC0697
 KC0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3614706571(NAD 83)
 KC0697_MARKER: I = METAL ROD
 KC0697_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KC0697_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KC0697_STAMPING: JACKPORT AZ MK 1990
 KC0697_MARK LOGO: NGS   
 KC0697_PROJECTION: FLUSH
 KC0697_MAGNETIC: I = MARKER IS A STEEL ROD
 KC0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0697+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KC0697_ROD/PIPE-DEPTH: 9.8  meters
 KC0697_SLEEVE-DEPTH  : 1.0 meters
 KC0697
 KC0697  HISTORY     - Date     Condition        Report By
 KC0697  HISTORY     - 1990     MONUMENTED       NGS
 KC0697
 KC0697                          STATION DESCRIPTION
 KC0697
 KC0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KC0697'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTH OF JACKSONVILLE,, AT
 KC0697'THE JACKSONVILLE MUNICIPAL AIRPORT, AT THE JUNCTION OF THE PARALLEL
 KC0697'TAXI AND A RAMP, IN EAST CENTRAL SECTION 5, T 15 N, R 10 W.
 KC0697'OWNERSHIP--JACKSONVILLE AIRPORT AUTHORITY, RR 1, BOX 259,
 KC0697'JACKSONVILLE, IL 62650.  AIRPORT MANAGER IS SALLY PREWITT, PHONE
 KC0697'217-243-5824.
 KC0697'TO REACH FROM THE JUNCTION OF COURT AND MAUVAISTEERE STREETS AT THE
 KC0697'NORTHEAST CORNER OF THE CITY SQUARE, GO NORTH ON MAIVAISTEERE STREET
 KC0697'(BECOMES MAIN STREET) FOR 1.25 KM (0.78 MI) TO ITS JUNCTION WITH
 KC0697'STATE HIGHWAY 78.  CONTINUE NORTH ON HIGHWAY 78 FOR 2.42 KM
 KC0697'(1.50 MI) TO A PAVED CROSSROAD.  TURN LEFT, WEST, FOR 0.51 KM
 KC0697'(0.32 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  BEAR RIGHT,
 KC0697'NORTHEAST, ON PAVED ROAD FOR 0.34 KM (0.21 MI) TO A FORK.  KEEP LEFT,
 KC0697'NORTHWEST, FOR 0.15 KM (0.09 MI) TO A GATE AT THE NORTHWEST CORNER OF
 KC0697'THE PARKING LOT.  TURN LEFT THROUGH GATE, THEN RIGHT, NORTHERLY, ON
 KC0697'APRON AND MAIN CONNECTING RAMP FOR 0.17 KM (0.11 MI) TO THE TAXI.
 KC0697'TURN LEFT, NORTHWEST, ON TAXI FOR 0.64 KM (0.40 MI) TO THE STATION ON
 KC0697'THE RIGHT JUST BEFORE REACHING A RAMP.
 KC0697'THE STATION IS LOCATED 23.75 M (77.92 FT) NORTHEAST FROM THE CENTER OF
 KC0697'THE PARALLEL TAXI, 23.1 M (75.8 FT) SOUTHEAST FROM THE CENTER OF THE
 KC0697'RAMP, AND 18.0 M (59.1 FT) NORTH FROM THE NORTHEAST CORNER OF A 0.6 X
 KC0697'2.0 METER CONCRETE PAD SUPPORTING AN ILLUMINATED RAMP SIGN.
 KC0697'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1213 ***********************************************************************
 MF1213  DESIGNATION -  JACKSON
 MF1213  PID         -  MF1213
 MF1213  STATE/COUNTY-  IL/LEE
 MF1213  USGS QUAD   -  COMPTON (1993)
 MF1213
 MF1213                         *CURRENT SURVEY CONTROL
 MF1213  ___________________________________________________________________
 MF1213* NAD 83(1997)-  41 44 22.93116(N)    089 01 19.67581(W)     ADJUSTED  
 MF1213* NAVD 88     -       260.411  (meters)     854.37   (feet)  POSTED    
 MF1213  ___________________________________________________________________
 MF1213  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 MF1213  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1213  DYNAMIC HT  -         260.310 (meters)     854.03  (feet)  COMP
 MF1213  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 MF1213
 MF1213  HORZ ORDER  -  SECOND
 MF1213  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MF1213
 MF1213.The horizontal coordinates were established by classical geodetic methods
 MF1213.and adjusted by the National Geodetic Survey in October 1999..
 MF1213
 MF1213.The orthometric height was determined by differential leveling
 MF1213.and adjusted by the National Geodetic Survey in 1992..
 MF1213.No vertical observational check was made to the station.
 MF1213.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MF1213.was located on a no-check spur therefore a value was not computed.
 MF1213
 MF1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1213
 MF1213.The geoid height was determined by GEOID03.
 MF1213
 MF1213.The dynamic height is computed by dividing the NAVD 88
 MF1213.geopotential number by the normal gravity value computed on the
 MF1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1213.degrees latitude (g = 980.6199 gals.).
 MF1213
 MF1213.The modeled gravity was interpolated from observed gravity values.
 MF1213
 MF1213;                    North         East     Units Scale Factor Converg.
 MF1213;SPC IL W     -   563,806.022   795,206.153   MT  1.00005268   +0 45 43.3
 MF1213;SPC IL W     - 1,849,753.59  2,608,938.85   sFT  1.00005268   +0 45 43.3
 MF1213;SPC IL E     -   563,421.257   242,701.785   MT  1.00001538   -0 27 30.9
 MF1213;SPC IL E     - 1,848,491.24    796,264.11   sFT  1.00001538   -0 27 30.9
 MF1213;UTM  16      - 4,622,852.325   331,847.032   MT  0.99994796   -1 20 47.6
 MF1213
 MF1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1213!SPC IL W     -   0.99996433  x   1.00005268  =   1.00001701
 MF1213!SPC IL E     -   0.99996433  x   1.00001538  =   0.99997971
 MF1213!UTM  16      -   0.99996433  x   0.99994796  =   0.99991230
 MF1213
 MF1213|---------------------------------------------------------------------|
 MF1213| PID    Reference Object                     Distance      Geod. Az  |
 MF1213|                                                           dddmmss.s |
 MF1213| MF0578 JACKSON RM                           36.770 METERS 25759     |
 MF1213| MF0575 FRED                                APPROX. 2.9 KM 3442734.6 |
 MF1213|---------------------------------------------------------------------|
 MF1213
 MF1213                          SUPERSEDED SURVEY CONTROL
 MF1213
 MF1213  NAD 83(1997)-  41 44 22.93235(N)    089 01 19.67858(W) AD(       ) 2
 MF1213  NAD 83(1986)-  41 44 22.93493(N)    089 01 19.68044(W) AD(       ) 2
 MF1213  NAD 27      -  41 44 22.82900(N)    089 01 19.35130(W) AD(       ) 2
 MF1213  NGVD 29 (07/19/86)  260.60   (m)          855.0    (f) LEVELING    3  
 MF1213
 MF1213.Superseded values are not recommended for survey control.
 MF1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1213.See file dsdata.txt to determine how the superseded data were derived.
 MF1213
 MF1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3184722852(NAD 83)
 MF1213_MARKER: DS = TRIANGULATION STATION DISK
 MF1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1213+STABILITY: SURFACE MOTION
 MF1213
 MF1213  HISTORY     - Date     Condition        Report By
 MF1213  HISTORY     - 1920     MONUMENTED       CGS
 MF1213  HISTORY     - 1954     MARK NOT FOUND   CGS
 MF1213  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF1213  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1213
 MF1213                          STATION DESCRIPTION
 MF1213
 MF1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1213'STATION IS ABOUT 3 MILES S OF SCARBORO, ON THE E SIDE OF THE
 MF1213'CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 130 YARDS NE
 MF1213'OF THE POINT WHERE THE SECOND ROAD S OF SCARBORO TURNS E FROM
 MF1213'THE ROXBURY-SCARBORO ROAD AND CROSSES THE RAILROAD TRACK, AND
 MF1213'50.90 METERS (167.00 FEET) E OF THE E AND NEAREST RAIL.  THE
 MF1213'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1213'DISKS SET IN CONCRETE.
 MF1213'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR
 MF1213'THE FENCE LINE, 36.77 METERS (120.64 FEET) FROM THE STATION.
 MF1213'S 77 DEG 59 MIN W.
 MF1213
 MF1213                          STATION RECOVERY (1954)
 MF1213
 MF1213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1213'THIS TRAVERSE-STATION SITE IS NOW A BEAN FIELD, AND NO MARKS
 MF1213'COULD BE FOUND.  THREE HOURS WERE SPENT SEARCHING FOR THIS
 MF1213'STATION.  THE DISTANCE, GIVEN IN THE 1920 DESCRIPTION FROM
 MF1213'THE RAIL, PLACES THIS MARK WELL OUT INTO THE FIELD.
 MF1213'
 MF1213'FROM LOCAL INQUIRY, IT IS PROBABLE THIS MARK COULD HAVE BEEN
 MF1213'PULLED OUT, AND THE REFERENCE PROBABLY LOST WHEN THE RIGHT-OF-WAY
 MF1213'OF THE RAILROAD CLEARED OF BRUSH WITH BULLDOZER.
 MF1213
 MF1213                          STATION RECOVERY (1995)
 MF1213
 MF1213'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1213'MARK NOT FOUND.
 MF1213
 MF1213                          STATION RECOVERY (2002)
 MF1213
 MF1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1213'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0578 ***********************************************************************
 MF0578  DESIGNATION -  JACKSON RM
 MF0578  PID         -  MF0578
 MF0578  STATE/COUNTY-  IL/LEE
 MF0578  USGS QUAD   -  COMPTON (1993)
 MF0578
 MF0578                         *CURRENT SURVEY CONTROL
 MF0578  ___________________________________________________________________
 MF0578* NAD 83(1986)-  41 44 23.     (N)    089 01 18.     (W)     SCALED    
 MF0578* NAVD 88     -       259.486  (meters)     851.33   (feet)  ADJUSTED  
 MF0578  ___________________________________________________________________
 MF0578  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0578  DYNAMIC HT  -         259.388 (meters)     851.01  (feet)  COMP
 MF0578  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 MF0578
 MF0578  VERT ORDER  -  FIRST     CLASS I
 MF0578
 MF0578.The horizontal coordinates were scaled from a topographic map and have
 MF0578.an estimated accuracy of +/- 6 seconds.
 MF0578
 MF0578.The orthometric height was determined by differential leveling
 MF0578.and adjusted by the National Geodetic Survey in June 1991..
 MF0578
 MF0578.The geoid height was determined by GEOID03.
 MF0578
 MF0578.The dynamic height is computed by dividing the NAVD 88
 MF0578.geopotential number by the normal gravity value computed on the
 MF0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0578.degrees latitude (g = 980.6199 gals.).
 MF0578
 MF0578.The modeled gravity was interpolated from observed gravity values.
 MF0578
 MF0578;                    North         East    Units  Estimated Accuracy
 MF0578;SPC IL W     -   563,810.      795,250.      MT  (+/- 180 meters Scaled)
 MF0578
 MF0578                          SUPERSEDED SURVEY CONTROL
 MF0578
 MF0578  NGVD 29 (??/??/92)  259.523  (m)          851.45   (f) ADJ UNCH    1 1
 MF0578
 MF0578.Superseded values are not recommended for survey control.
 MF0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0578.See file dsdata.txt to determine how the superseded data were derived.
 MF0578
 MF0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM318228(NAD 83)
 MF0578_MARKER: DB = BENCH MARK DISK
 MF0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0578_STAMPING: 851.452 JACKSON 1920
 MF0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0578+STABILITY: SURFACE MOTION
 MF0578
 MF0578  HISTORY     - Date     Condition        Report By
 MF0578  HISTORY     - 1920     MONUMENTED       CGS
 MF0578  HISTORY     - 1969     GOOD             NGS
 MF0578  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0578  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0578  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0578
 MF0578                          STATION DESCRIPTION
 MF0578
 MF0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0578'13.5 MI S FROM ROCHELLE.
 MF0578'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND
 MF0578'QUINCY RAILROAD FROM THE STATION AT ROCHELLE, THENCE 7.95
 MF0578'MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0578'RAILROAD, 0.1 MILE NORTH OF A CROSSING OF THE RAILROAD AND A
 MF0578'GRAVELED ROAD, 46 1/2 FEET EAST OF THE EAST RAIL, ON THE
 MF0578'OUTSIDE OF A CURVE IN THE TRACK, 1 FOOT WEST OF A FENCE, 1.3
 MF0578'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 MF0578'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MF0578'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 29,
 MF0578'T38N, R 2E.
 MF0578
 MF0578                          STATION RECOVERY (1995)
 MF0578
 MF0578'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0578'MARK NOT FOUND.
 MF0578
 MF0578                          STATION RECOVERY (2002)
 MF0578
 MF0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0578'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0578
 MF0578                          STATION RECOVERY (2003)
 MF0578
 MF0578'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0016 ***********************************************************************
 KC0016  DESIGNATION -  JACKSONVILLE
 KC0016  PID         -  KC0016
 KC0016  STATE/COUNTY-  IL/MORGAN
 KC0016  USGS QUAD   -  JACKSONVILLE (1983)
 KC0016
 KC0016                         *CURRENT SURVEY CONTROL
 KC0016  ___________________________________________________________________
 KC0016* NAD 83(1986)-  39 44 01.     (N)    090 13 45.     (W)     SCALED    
 KC0016* NAVD 88     -       188.043  (meters)     616.94   (feet)  ADJUSTED  
 KC0016  ___________________________________________________________________
 KC0016  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0016  DYNAMIC HT  -         187.939 (meters)     616.60  (feet)  COMP
 KC0016  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 KC0016
 KC0016  VERT ORDER  -  FIRST     CLASS II
 KC0016
 KC0016.The horizontal coordinates were scaled from a topographic map and have
 KC0016.an estimated accuracy of +/- 6 seconds.
 KC0016
 KC0016.The orthometric height was determined by differential leveling
 KC0016.and adjusted by the National Geodetic Survey in June 1991..
 KC0016
 KC0016.The geoid height was determined by GEOID03.
 KC0016
 KC0016.The dynamic height is computed by dividing the NAVD 88
 KC0016.geopotential number by the normal gravity value computed on the
 KC0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0016.degrees latitude (g = 980.6199 gals.).
 KC0016
 KC0016.The modeled gravity was interpolated from observed gravity values.
 KC0016
 KC0016;                    North         East    Units  Estimated Accuracy
 KC0016;SPC IL W     -   340,410.      694,640.      MT  (+/- 180 meters Scaled)
 KC0016
 KC0016                          SUPERSEDED SURVEY CONTROL
 KC0016
 KC0016  NGVD 29 (??/??/92)  188.163  (m)          617.33   (f) ADJ UNCH    1 2
 KC0016
 KC0016.Superseded values are not recommended for survey control.
 KC0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0016.See file dsdata.txt to determine how the superseded data were derived.
 KC0016
 KC0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE374018(NAD 83)
 KC0016_MARKER: DB = BENCH MARK DISK
 KC0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0016_SP_SET: MONUMENT
 KC0016_STAMPING: JACKSONVILLE 1932
 KC0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0016
 KC0016  HISTORY     - Date     Condition        Report By
 KC0016  HISTORY     - 1932     MONUMENTED       CGS
 KC0016  HISTORY     - 1944     GOOD             NGS
 KC0016  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KC0016
 KC0016                          STATION DESCRIPTION
 KC0016
 KC0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KC0016'AT JACKSONVILLE.
 KC0016'AT JACKSONVILLE, MORGAN COUNTY, IN CENTRAL PARK, AT THE SOLDIERS
 KC0016'MONUMENT, AND IN THE TOP OF THE BASE ON THE WEST SIDE OF THE
 KC0016'MONUMENT.  A STANDARD DISK, STAMPED JACKSONVILLE 1932.
 KC0016
 KC0016                          STATION RECOVERY (1989)
 KC0016
 KC0016'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMC)
 KC0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0569 ***********************************************************************
 KC0569  DESIGNATION -  JACKSONVILLE
 KC0569  PID         -  KC0569
 KC0569  STATE/COUNTY-  IL/MORGAN
 KC0569  USGS QUAD   -  LYNNVILLE (1983)
 KC0569
 KC0569                         *CURRENT SURVEY CONTROL
 KC0569  ___________________________________________________________________
 KC0569* NAD 83(1997)-  39 42 27.47306(N)    090 15 30.10001(W)     ADJUSTED  
 KC0569* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 KC0569  ___________________________________________________________________
 KC0569  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KC0569  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0569
 KC0569  HORZ ORDER  -  FIRST
 KC0569
 KC0569.The horizontal coordinates were established by classical geodetic methods
 KC0569.and adjusted by the National Geodetic Survey in October 1999..
 KC0569
 KC0569.The orthometric height was scaled from a topographic map.
 KC0569
 KC0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0569
 KC0569.The geoid height was determined by GEOID03.
 KC0569
 KC0569;                    North         East     Units Scale Factor Converg.
 KC0569;SPC IL W     -   337,531.508   692,137.027   MT  0.99994194   -0 03 30.9
 KC0569;SPC IL W     - 1,107,384.62  2,270,786.23   sFT  0.99994194   -0 03 30.9
 KC0569;UTM  15      - 4,398,902.077   735,037.160   MT  1.00028017   +1 45 08.5
 KC0569
 KC0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0569!SPC IL W     -   0.99997076  x   0.99994194  =   0.99991270
 KC0569!UTM  15      -   0.99997076  x   1.00028017  =   1.00025092
 KC0569
 KC0569:                Primary Azimuth Mark                     Grid Az
 KC0569:SPC IL W     -  JACKSONVILLE STATE ST PRESB CH           035 14 14.6
 KC0569:UTM  15      -  JACKSONVILLE STATE ST PRESB CH           033 25 35.2
 KC0569
 KC0569|---------------------------------------------------------------------|
 KC0569| PID    Reference Object                     Distance      Geod. Az  |
 KC0569|                                                           dddmmss.s |
 KC0569| KC0564 JACKSONVILLE STATE ST PRESB CH      APPROX. 3.6 KM 0351043.7 |
 KC0569| KC0565 JACKSONVILLE MORGAN CO CTHSE        APPROX. 3.7 KM 0371934.4 |
 KC0569| KC0568 JACKSONVILLE ILL PWR LT STACK       APPROX. 3.5 KM 0454937.2 |
 KC0569| KC0563 JACKSONVILLE CH SAVIOR SPIRE        APPROX. 4.3 KM 0461029.5 |
 KC0569| KC0562 JACKSONVILLE MUNICIPAL STACK        APPROX. 4.2 KM 0464512.3 |
 KC0569| KC0566 JACKSONVILLE ST HOSPITAL STACK      APPROX. 2.6 KM 0663528.3 |
 KC0569| CL9603 JACKSONVILLE AZ MK                                 0830131.0 |
 KC0569| CL9604 JACKSONVILLE RM 1                    52.081 METERS 23324     |
 KC0569| CL9605 JACKSONVILLE RM 2                    74.664 METERS 30241     |
 KC0569|---------------------------------------------------------------------|
 KC0569
 KC0569                          SUPERSEDED SURVEY CONTROL
 KC0569
 KC0569  NAD 83(1997)-  39 42 27.47594(N)    090 15 30.09043(W) AD(       ) 1
 KC0569  NAD 83(1986)-  39 42 27.48015(N)    090 15 30.09063(W) AD(       ) 1
 KC0569  NAD 27      -  39 42 27.31200(N)    090 15 29.65000(W) AD(       ) 1
 KC0569
 KC0569.Superseded values are not recommended for survey control.
 KC0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0569.See file dsdata.txt to determine how the superseded data were derived.
 KC0569
 KC0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD3503798902(NAD 83)
 KC0569_MARKER: DS = TRIANGULATION STATION DISK
 KC0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0569
 KC0569  HISTORY     - Date     Condition        Report By
 KC0569  HISTORY     - 1934     MONUMENTED       CGS
 KC0569  HISTORY     - 1968     GOOD             ILHD
 KC0569  HISTORY     - 1970     GOOD             LOCENG
 KC0569  HISTORY     - 1970     GOOD             LOCENG
 KC0569  HISTORY     - 1970     GOOD             LOCENG
 KC0569
 KC0569                          STATION DESCRIPTION
 KC0569
 KC0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KC0569'ABOUT 1.2 MILES SOUTH, 1.55 MILES WEST OF THE JUNCTION OF U.S.
 KC0569'HIGHWAY 36 AND HIGHWAY 67 AT THE SOUTHEAST EDGE OF JACKSONVILLE,
 KC0569'0.3 MILE WEST OF THE SOUTHWEST CORNER OF THE JACKSONVILLE CEMETERY,
 KC0569'ABOUT 0.1 MILE SOUTH OF THE EAST-WEST DIRT ROAD THAT BORDERS
 KC0569'THE CEMETERY ON THE SOUTH, ON A FARM MANAGED BY HARRY STRAWN,
 KC0569'ON THE HIGHEST POINT OF PASTURE, ABOUT 170 FEET NORTHEAST OF THE
 KC0569'NORTHEAST CORNER OF THE FENCE THAT SURROUNDS THE FARMHOUSE,
 KC0569'ABOUT 200 FEET NORTHEAST OF THE HOUSE, 240 FEET EAST OF THE
 KC0569'WEST FENCE NEAR THE BARN, 122 FEET SOUTHWEST OF A
 KC0569'TRIANGULAR-BLAZED 24-INCH LOCUST TREE, 255 FEET WEST OF THE
 KC0569'EAST FENCE, AND FLUSH WITH THE SURFACE.
 KC0569'
 KC0569'TO REACH FROM JUNCTION OF HIGHWAYS 3, 10 36, AND 67 AT SOUTHEAST
 KC0569'EDGE OF JACKSONVILLE, GO SOUTH ON HIGHWAY 67, 1.0 MILE TO AN
 KC0569'OILED T-ROAD WEST AT A SIGN AND ARROW HEINLS GREENHOUSES, TURN
 KC0569'WEST ON T-ROAD AND GO 1.0 MILE TO T-INTERSECTION AT ENTRANCE
 KC0569'TO CEMETERY, TURN SOUTH AND GO 0.2 MILE TO A T-ROAD WEST AT THE
 KC0569'SOUTH SIDE OF THE CEMETERY, TURN WEST ON T-ROAD AND GO 0.55 MILE
 KC0569'TO A GATE ON THE SOUTH SIDE OF ROAD AT ENTRANCE TO THE
 KC0569'FARMHOUSE AND PASTURE.
 KC0569'
 KC0569'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0569'BRONZE DISKS, SET IN CONCRETE.
 KC0569'
 KC0569'REFERENCE MARK NO. 1 IS 170.87 FEET SOUTHWEST OF STATION, ON
 KC0569'THE FENCE LINE THAT SURROUNDS THE HOUSE, 4 FEET SOUTH OF THE
 KC0569'NORTHEAST CORNER POST, 45 FEET WEST-NORTHWEST OF 36-INCH LOCUST
 KC0569'TREE, 32 FEET NORTHWEST OF A 30-INCH ELM TREE, AND PROJECTS
 KC0569'ABOUT 8 INCHES.  REFERENCE MARK NO. 2 IS 244.96 FEET
 KC0569'WEST-NORTHWEST OF STATION, ON FENCE LINE ON WEST SIDE OF PASTURE,
 KC0569'16 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 75 FEET
 KC0569'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BARN, 244.06
 KC0569'FEET NORTH-NORTHWEST OF REFERENCE MARK NO. 1, AND PROJECTS
 KC0569'ABOUT 8 INCHES.
 KC0569'
 KC0569'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE EAST OF STATION, IN
 KC0569'THE SOUTHWEST CORNER OF JUNCTION OF NORTH-SOUTH AND EAST-WEST
 KC0569'T-ROAD, 20 FEET WEST OF CENTER LINE OF ROAD, 40 FEET SOUTH OF
 KC0569'CENTER LINE OF EAST-WEST ROAD, 26 FEET SOUTHEAST OF TELEPHONE
 KC0569'POLE, 11 FEET SOUTH OF CORNER POST, ON THE FENCE LINE, AND
 KC0569'PROJECTS ABOUT 6 INCHES.
 KC0569'
 KC0569'113-FOOT SIGNAL AT PRENTICE IS VISIBLE AT 60 FEET.
 KC0569'
 KC0569'113-FOOT SIGNAL AT LEEK IS VISIBLE AT 35 FEET.
 KC0569'
 KC0569'113-FOOT SIGNAL AT HETTICK IS VISIBLE AT 25 FEET.
 KC0569'
 KC0569'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET
 KC0569
 KC0569                          STATION RECOVERY (1968)
 KC0569
 KC0569'RECOVERY NOTE BY IL HIGHWAY DEPT 1968 (ILD)
 KC0569'RECOVERED BY DIV HWYS AERIAL SURVEY SECT.
 KC0569'
 KC0569'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1, 2 AND
 KC0569'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 KC0569'
 KC0569'ABOUT 1.2 MILES SOUTH 1.55 MILES WEST OF JUNCTION OF U.S. HIGHWAYS
 KC0569'36, 54, 67 AND 104 AT THE SOUTHEAST EDGE OF JACKSONVILLE, 0.3
 KC0569'MILES WEST OF THE SOUTHWEST CORNER OF THE JACKSONVILLE CEMETERY,
 KC0569'ABOUT 0.1 MILE SOUTH OF THE OILED T-ROAD WEST THAT BORDERS THE
 KC0569'CEMETERY ON THE SOUTH, ON A FARM MANAGED BY GERALD MASSEY, ON A
 KC0569'HIGH POINT OF PASTURE, AND FLUSH WITH GROUND.  STATION
 KC0569'JACKSONVILLE IS LOCATED 63.0 FEET NORTH OF NORTH EDGE SILO, 9.0
 KC0569'FEET SOUTHEAST OF EAST GATEPOST, 12.0 FEET SOUTHWEST OF WITNESS
 KC0569'POST.
 KC0569'
 KC0569'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 36, 54, 67 AND 104, AT
 KC0569'SOUTHEAST PART OF JACKSONVILLE, GO SOUTH ON HIGHWAY 67, 1.0
 KC0569'MILE TO AN OILED T-ROAD WEST, TURN WEST ON T-ROAD AND TO 1.0
 KC0569'MILE TO T-INTERSECTION AT ENTRANCE TO CEMETERY, TURN SOUTH AND
 KC0569'GO 0.2 MILE TO A T-ROAD WEST AT THE SOUTH SIDE OF THE CEMETERY,
 KC0569'TURN WEST ON T-ROAD AND GO 0.55 MILE TO A GATE ON THE SOUTH SIDE
 KC0569'OF ROAD AT ENTRANCE TO THE HOUSE.
 KC0569'
 KC0569'A BARN HAS BEEN CONSTRUCTED OVER REFERENCE MARK 1.  REFERENCE
 KC0569'MARK 1 NOT USABLE.
 KC0569'
 KC0569'REFERENCE MARK 2 IS LOCATED 244.96 FEET NORTHWEST OF STATION,
 KC0569'2.0 FEET EAST OF EAST EDGE OF WEST BARN, AND ON NORTH EDGE OF
 KC0569'CONCRETE SLAB, 11.5 FEET WEST OF CENTER LINE OF DRIVE, AND 20.9
 KC0569'FEET SOUTH SOUTHEAST OF NORTHEAST CORNER OF WEST BARN.
 KC0569'
 KC0569'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE EAST OF STATION, IN
 KC0569'THE SOUTHWEST CORNER OF JUNCTION OF NORTH-SOUTH AND EAST-WEST,
 KC0569'T-ROAD, 22.0 FEET WEST OF CENTER LINE OF NORTH-SOUTH ROAD, 33.4
 KC0569'FEET SOUTHEAST OF A POWER POLE, 11.0 FEET SOUTH OF CORNER POST,
 KC0569'ON THE FENCE LINE, AND PROJECTS ABOUT 3 INCHES.
 KC0569
 KC0569                          STATION RECOVERY (1970)
 KC0569
 KC0569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 KC0569'STATION RECOVERED EXCELLENT.
 KC0569'
 KC0569'JACKSONVILLE - 1934 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KC0569
 KC0569                          STATION RECOVERY (1970)
 KC0569
 KC0569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (RJZ)
 KC0569'JACKSONVILLE 1939 RECOVERED GOOD.
 KC0569'
 KC0569'JACKSONVILLE NO. 1 - 1939 RECOVERED GOOD.
 KC0569'
 KC0569'JACKSONVILLE NO. 2 - 1939 RECOVERED GOOD.
 KC0569'
 KC0569'JACKSONVILLE 1939 RECOVERED GOOD.
 KC0569
 KC0569                          STATION RECOVERY (1970)
 KC0569
 KC0569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JL)
 KC0569'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0563 ***********************************************************************
 KC0563  DESIGNATION -  JACKSONVILLE CH SAVIOR SPIRE
 KC0563  PID         -  KC0563
 KC0563  STATE/COUNTY-  IL/MORGAN
 KC0563  USGS QUAD   -  JACKSONVILLE (1983)
 KC0563
 KC0563                         *CURRENT SURVEY CONTROL
 KC0563  ___________________________________________________________________
 KC0563* NAD 83(1997)-  39 44 03.71606(N)    090 13 20.19927(W)     ADJUSTED  
 KC0563* NAVD 88     -                                                        
 KC0563  ___________________________________________________________________
 KC0563  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 KC0563  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0563
 KC0563  HORZ ORDER  -  THIRD
 KC0563
 KC0563.The horizontal coordinates were established by classical geodetic methods
 KC0563.and adjusted by the National Geodetic Survey in October 1999..
 KC0563
 KC0563
 KC0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0563
 KC0563.The geoid height was determined by GEOID03.
 KC0563
 KC0563;                    North         East     Units Scale Factor Converg.
 KC0563;SPC IL W     -   340,497.068   695,233.100   MT  0.99994146   -0 02 08.0
 KC0563;SPC IL W     - 1,117,114.13  2,280,943.93   sFT  0.99994146   -0 02 08.0
 KC0563;UTM  15      - 4,401,965.087   738,038.984   MT  1.00029765   +1 46 35.2
 KC0563
 KC0563                          SUPERSEDED SURVEY CONTROL
 KC0563
 KC0563  NAD 83(1997)-  39 44 03.72001(N)    090 13 20.18952(W) AD(       ) 4
 KC0563  NAD 83(1986)-  39 44 03.72348(N)    090 13 20.18990(W) AD(       ) 4
 KC0563  NAD 27      -  39 44 03.55800(N)    090 13 19.75500(W) AD(       ) 3
 KC0563
 KC0563.Superseded values are not recommended for survey control.
 KC0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0563.See file dsdata.txt to determine how the superseded data were derived.
 KC0563
 KC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3803901965(NAD 83)
 KC0563_MARKER: 90 = CHURCH SPIRE
 KC0563
 KC0563  HISTORY     - Date     Condition        Report By
 KC0563  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0563
 KC0563                          STATION DESCRIPTION
 KC0563
 KC0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0563'INTERSECTION STATION.  THIS IS THE TALL SPIRE OF THE CATHOLIC
 KC0563'CHURCH WHICH IS LOCATED ABOUT 0.3 MILE EAST OF THE CITY SQUARE.
 KC0563'THE TIP OF THE SPIRE IS ABOUT 150 FEET ABOVE THE STREET.
 KC0563'THE BASE OF THE SPIRE WAS LOCATED FROM TRIANGULATION STATIONS
 KC0563'HEATON, WALSH, AND LEEK.  ALSO DETERMINED BY C.A.S. IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8215 ***********************************************************************
 AJ8215  DESIGNATION -  JACKSONVILLE DEPOT
 AJ8215  PID         -  AJ8215
 AJ8215  STATE/COUNTY-  IL/MORGAN
 AJ8215  USGS QUAD   -  JACKSONVILLE (1983)
 AJ8215
 AJ8215                         *CURRENT SURVEY CONTROL
 AJ8215  ___________________________________________________________________
 AJ8215* NAD 83(1997)-  39 44 49.21552(N)    090 13 26.09882(W)     ADJUSTED  
 AJ8215* NAVD 88     -       177.0    (meters)     581.     (feet)  GPS OBS   
 AJ8215  ___________________________________________________________________
 AJ8215  X           -     -19,191.845 (meters)                     COMP
 AJ8215  Y           -  -4,910,789.975 (meters)                     COMP
 AJ8215  Z           -   4,056,519.476 (meters)                     COMP
 AJ8215  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ8215  ELLIP HEIGHT-         144.51  (meters)          (02/03/05) GPS OBS
 AJ8215  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 AJ8215
 AJ8215  HORZ ORDER  -  FIRST
 AJ8215  ELLP ORDER  -  FOURTH    CLASS II
 AJ8215
 AJ8215.The horizontal coordinates were established by GPS observations
 AJ8215.and adjusted by the National Geodetic Survey in March 2002..
 AJ8215
 AJ8215.The orthometric height was determined by GPS observations and a
 AJ8215.high-resolution geoid model.
 AJ8215
 AJ8215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8215
 AJ8215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8215
 AJ8215.The ellipsoidal height was determined by GPS observations
 AJ8215.and is referenced to NAD 83.
 AJ8215
 AJ8215.The geoid height was determined by GEOID03.
 AJ8215
 AJ8215;                    North         East     Units Scale Factor Converg.
 AJ8215;SPC IL W     -   341,900.349   695,093.524   MT  0.99994147   -0 02 11.8
 AJ8215;SPC IL W     - 1,121,718.06  2,280,486.00   sFT  0.99994147   -0 02 11.8
 AJ8215;UTM  15      - 4,403,363.749   737,855.035   MT  1.00029657   +1 46 33.1
 AJ8215
 AJ8215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8215!SPC IL W     -   0.99997733  x   0.99994147  =   0.99991880
 AJ8215!UTM  15      -   0.99997733  x   1.00029657  =   1.00027389
 AJ8215
 AJ8215                          SUPERSEDED SURVEY CONTROL
 AJ8215
 AJ8215  ELLIP H (03/05/02)  144.57   (m)                       GP(       ) 2 2
 AJ8215
 AJ8215.Superseded values are not recommended for survey control.
 AJ8215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8215.See file dsdata.txt to determine how the superseded data were derived.
 AJ8215
 AJ8215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3785503364(NAD 83)
 AJ8215_MARKER: DD = SURVEY DISK
 AJ8215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8215_STAMPING: JACKSONVILLE DEPOT 1996
 AJ8215_MARK LOGO: ILDT  
 AJ8215_PROJECTION: FLUSH
 AJ8215_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8215+STABILITY: SURFACE MOTION
 AJ8215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8215+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 AJ8215
 AJ8215  HISTORY     - Date     Condition        Report By
 AJ8215  HISTORY     - 19960202 MONUMENTED       ILDT
 AJ8215  HISTORY     - 20020115 GOOD             ILDT
 AJ8215
 AJ8215                          STATION DESCRIPTION
 AJ8215
 AJ8215'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (GGW)
 AJ8215'LOCATED ON THE NORTHEAST SIDE OF JACKSONVILLE. TO REACH FROM THE US 67
 AJ8215'(SOUTH MAIN
 AJ8215'STREET) AND IL 104 (MORTON AVE.)  GO EAST 0.25 MI (0.40 KM) TO THE
 AJ8215'CLAY AVE. TURN LEFT (NORTH)
 AJ8215'AND GO 1.5 MI (2.4 KM) TO EAST WALNUT STREET THEN TURN RIGHT (EAST)
 AJ8215'ONTO WALNUT STREET
 AJ8215'AND OPERATIONS YARD ON LEFT. STATION LOCATED ON NORTHWEST CORNER OF
 AJ8215'YARD AND
 AJ8215'NORTHWEST OF SALT DOME. STATION IS 28.4 M (93.2 FT) EAST OF WEST FENCE
 AJ8215'LINE, 23.1 M (75.8 FT)
 AJ8215'NORTHEAST OF A 4 INCH TREE, 61.1 M NORTH OF THE NORTHWEST CORNER OF
 AJ8215'BROWN GARAGE
 AJ8215'BUILDING, 29.5 M WEST OF EAST FENCE LINE. STATION STAMPED JACKSONVILLE
 AJ8215'DEPOT 1996 AND IS
 AJ8215'FLUSH WITH GROUND.
 AJ8215' 
 AJ8215'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0568 ***********************************************************************
 KC0568  DESIGNATION -  JACKSONVILLE ILL PWR LT STACK
 KC0568  PID         -  KC0568
 KC0568  STATE/COUNTY-  IL/MORGAN
 KC0568  USGS QUAD   -  JACKSONVILLE (1983)
 KC0568
 KC0568                         *CURRENT SURVEY CONTROL
 KC0568  ___________________________________________________________________
 KC0568* NAD 83(1997)-  39 43 45.99051(N)    090 13 45.41554(W)     ADJUSTED  
 KC0568* NAVD 88     -                                                        
 KC0568  ___________________________________________________________________
 KC0568  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 KC0568  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0568
 KC0568  HORZ ORDER  -  THIRD
 KC0568
 KC0568.The horizontal coordinates were established by classical geodetic methods
 KC0568.and adjusted by the National Geodetic Survey in October 1999..
 KC0568
 KC0568
 KC0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0568
 KC0568.The geoid height was determined by GEOID03.
 KC0568
 KC0568;                    North         East     Units Scale Factor Converg.
 KC0568;SPC IL W     -   339,950.813   694,632.300   MT  0.99994153   -0 02 24.1
 KC0568;SPC IL W     - 1,115,321.96  2,278,972.80   sFT  0.99994153   -0 02 24.1
 KC0568;UTM  15      - 4,401,399.909   737,455.549   MT  1.00029424   +1 46 18.4
 KC0568
 KC0568                          SUPERSEDED SURVEY CONTROL
 KC0568
 KC0568  NAD 83(1997)-  39 43 45.99442(N)    090 13 45.40560(W) AD(       ) 4
 KC0568  NAD 83(1986)-  39 43 45.99786(N)    090 13 45.40619(W) AD(       ) 4
 KC0568  NAD 27      -  39 43 45.82700(N)    090 13 44.96200(W) AD(       ) 3
 KC0568
 KC0568.Superseded values are not recommended for survey control.
 KC0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0568.See file dsdata.txt to determine how the superseded data were derived.
 KC0568
 KC0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3745601400(NAD 83)
 KC0568_MARKER: 63 = STACK
 KC0568
 KC0568  HISTORY     - Date     Condition        Report By
 KC0568  HISTORY     - 1934     FIRST OBSERVED   CGS
 KC0568
 KC0568                          STATION DESCRIPTION
 KC0568
 KC0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (FBQ)
 KC0568'INTERSECTION STATION.  THIS IS THE TALL CONCRETE STACK OF THE
 KC0568'ILLINOIS POWER AND LIGHT SERVICE AND IS THE TALLEST STACK IN
 KC0568'THE CITY, BEING ABOUT 180 FEET ABOVE THE STREET.  IT IS LOCATED
 KC0568'ON U.S. HIGHWAY NO. 67 ABOUT 0.2 MILE SOUTH OF THE CITY SQUARE.
 KC0568'THE CENTER OF THE TOP OF THE STACK WAS LOCATED FROM
 KC0568'TRIANGULATION STATIONS, HEATON, WALSH, AND LEEK.  ALSO
 KC0568'DETERMINED BY C.A.S. IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0565 ***********************************************************************
 KC0565  DESIGNATION -  JACKSONVILLE MORGAN CO CTHSE
 KC0565  PID         -  KC0565
 KC0565  STATE/COUNTY-  IL/MORGAN
 KC0565  USGS QUAD   -  JACKSONVILLE (1983)
 KC0565
 KC0565                         *CURRENT SURVEY CONTROL
 KC0565  ___________________________________________________________________
 KC0565* NAD 83(1997)-  39 44 04.05642(N)    090 13 54.70213(W)     ADJUSTED  
 KC0565* NAVD 88     -                                                        
 KC0565  ___________________________________________________________________
 KC0565  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 KC0565  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0565
 KC0565  HORZ ORDER  -  THIRD
 KC0565
 KC0565.The horizontal coordinates were established by classical geodetic methods
 KC0565.and adjusted by the National Geodetic Survey in October 1999..
 KC0565
 KC0565
 KC0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0565
 KC0565.The geoid height was determined by GEOID03.
 KC0565
 KC0565;                    North         East     Units Scale Factor Converg.
 KC0565;SPC IL W     -   340,508.118   694,411.568   MT  0.99994156   -0 02 30.0
 KC0565;SPC IL W     - 1,117,150.38  2,278,248.62   sFT  0.99994156   -0 02 30.0
 KC0565;UTM  15      - 4,401,950.150   737,217.223   MT  1.00029284   +1 46 13.1
 KC0565
 KC0565                          SUPERSEDED SURVEY CONTROL
 KC0565
 KC0565  NAD 83(1997)-  39 44 04.06032(N)    090 13 54.69248(W) AD(       ) 4
 KC0565  NAD 83(1986)-  39 44 04.06386(N)    090 13 54.69274(W) AD(       ) 4
 KC0565  NAD 27      -  39 44 03.89400(N)    090 13 54.25700(W) AD(       ) 3
 KC0565
 KC0565.Superseded values are not recommended for survey control.
 KC0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0565.See file dsdata.txt to determine how the superseded data were derived.
 KC0565
 KC0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3721701950(NAD 83)
 KC0565_MARKER: 87 = DOME
 KC0565
 KC0565  HISTORY     - Date     Condition        Report By
 KC0565  HISTORY     - 1934     FIRST OBSERVED   CGS
 KC0565
 KC0565                          STATION DESCRIPTION
 KC0565
 KC0565'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0562 ***********************************************************************
 KC0562  DESIGNATION -  JACKSONVILLE MUNICIPAL STACK
 KC0562  PID         -  KC0562
 KC0562  STATE/COUNTY-  IL/MORGAN
 KC0562  USGS QUAD   -  JACKSONVILLE (1983)
 KC0562
 KC0562                         *CURRENT SURVEY CONTROL
 KC0562  ___________________________________________________________________
 KC0562* NAD 83(1997)-  39 43 59.87432(N)    090 13 22.83875(W)     ADJUSTED  
 KC0562* NAVD 88     -                                                        
 KC0562  ___________________________________________________________________
 KC0562  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 KC0562  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0562
 KC0562  HORZ ORDER  -  THIRD
 KC0562
 KC0562.The horizontal coordinates were established by classical geodetic methods
 KC0562.and adjusted by the National Geodetic Survey in October 1999..
 KC0562
 KC0562
 KC0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0562
 KC0562.The geoid height was determined by GEOID03.
 KC0562
 KC0562;                    North         East     Units Scale Factor Converg.
 KC0562;SPC IL W     -   340,378.629   695,170.178   MT  0.99994146   -0 02 09.7
 KC0562;SPC IL W     - 1,116,725.55  2,280,737.49   sFT  0.99994146   -0 02 09.7
 KC0562;UTM  15      - 4,401,844.675   737,979.817   MT  1.00029730   +1 46 33.3
 KC0562
 KC0562                          SUPERSEDED SURVEY CONTROL
 KC0562
 KC0562  NAD 83(1997)-  39 43 59.87826(N)    090 13 22.82895(W) AD(       ) 4
 KC0562  NAD 83(1986)-  39 43 59.88173(N)    090 13 22.82937(W) AD(       ) 4
 KC0562  NAD 27      -  39 43 59.71900(N)    090 13 22.39400(W) AD(       ) 3
 KC0562
 KC0562.Superseded values are not recommended for survey control.
 KC0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0562.See file dsdata.txt to determine how the superseded data were derived.
 KC0562
 KC0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3798001845(NAD 83)
 KC0562_MARKER: 63 = STACK
 KC0562
 KC0562  HISTORY     - Date     Condition        Report By
 KC0562  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0562
 KC0562                          STATION DESCRIPTION
 KC0562
 KC0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0562'INTERSECTION STATION.  THIS IS THE MUNICIPAL WATERWORKS STACK
 KC0562'FOR THE CITY OF JACKSONVILLE.  IT IS LOCATED IN THE SOUTHEAST
 KC0562'CORNER OF JACKSONVILLE, ON LOW GROUND, AND IS ABOUT 140 FEET
 KC0562'ABOVE THE GROUND.  THE CENTER OF THE TOP OF THE STACK WAS
 KC0562'LOCATED FROM TRIANGULATION STATIONS HEATON, WALSH, AND LEEK.
 KC0562'
 KC0562'THE GEOGRAPHIC POSITION INDICATES THAT THIS IS THE SAME AS
 KC0562'JACKSONVILLE, MC MURRAY COLLEGE, POWER HOUSE STACK, 1934.
 KC0562'NO PREVIOUS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0540 ***********************************************************************
 KC0540  DESIGNATION -  JACKSONVILLE RESET
 KC0540  PID         -  KC0540
 KC0540  STATE/COUNTY-  IL/MORGAN
 KC0540  USGS QUAD   -  JACKSONVILLE (1983)
 KC0540
 KC0540                         *CURRENT SURVEY CONTROL
 KC0540  ___________________________________________________________________
 KC0540* NAD 83(1986)-  39 44 01.     (N)    090 13 45.     (W)     SCALED    
 KC0540* NAVD 88     -       188.05   (+/-2cm)     617.0    (feet)  VERTCON   
 KC0540  ___________________________________________________________________
 KC0540  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0540
 KC0540  VERT ORDER  -  THIRD (See Below)
 KC0540
 KC0540.The horizontal coordinates were scaled from a topographic map and have
 KC0540.an estimated accuracy of +/- 6 seconds.
 KC0540
 KC0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 KC0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KC0540.The vertical order pertains to the NGVD 29 superseded value.
 KC0540
 KC0540.The geoid height was determined by GEOID03.
 KC0540
 KC0540;                    North         East    Units  Estimated Accuracy
 KC0540;SPC IL W     -   340,410.      694,640.      MT  (+/- 180 meters Scaled)
 KC0540
 KC0540                          SUPERSEDED SURVEY CONTROL
 KC0540
 KC0540  NGVD 29 (03/28/06)  188.17   (m)          617.4    (f) RESET       3  
 KC0540
 KC0540.Superseded values are not recommended for survey control.
 KC0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0540.See file dsdata.txt to determine how the superseded data were derived.
 KC0540
 KC0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE374018(NAD 83)
 KC0540_MARKER: DB = BENCH MARK DISK
 KC0540_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KC0540_SP_SET: FOUNDATION
 KC0540_STAMPING: JACKSONVILLE RESET 1975
 KC0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0540+STABILITY: SURFACE MOTION
 KC0540
 KC0540  HISTORY     - Date     Condition        Report By
 KC0540  HISTORY     - 1975     MONUMENTED       NGS
 KC0540  HISTORY     - 1989     GOOD             USPSQD
 KC0540
 KC0540                          STATION DESCRIPTION
 KC0540
 KC0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KC0540'IN JACKSONVILLE.
 KC0540'IN JACKSONVILLE  IN CENTRAL PARK AT THE SOLDIERS MONUMENT, IN THE TOP
 KC0540'OF THE BASE ON THE WEST SIDE OF THE MONUMENT.
 KC0540
 KC0540                          STATION RECOVERY (1989)
 KC0540
 KC0540'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMC)
 KC0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0570 ***********************************************************************
 KC0570  DESIGNATION -  JACKSONVILLE SCH FOR DEAF STK
 KC0570  PID         -  KC0570
 KC0570  STATE/COUNTY-  IL/MORGAN
 KC0570  USGS QUAD   -  LYNNVILLE (1983)
 KC0570
 KC0570                         *CURRENT SURVEY CONTROL
 KC0570  ___________________________________________________________________
 KC0570* NAD 83(1997)-  39 44 02.78572(N)    090 15 09.97798(W)     ADJUSTED  
 KC0570* NAVD 88     -                                                        
 KC0570  ___________________________________________________________________
 KC0570  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 KC0570  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KC0570
 KC0570  HORZ ORDER  -  THIRD
 KC0570
 KC0570.The horizontal coordinates were established by classical geodetic methods
 KC0570.and adjusted by the National Geodetic Survey in October 1999..
 KC0570
 KC0570
 KC0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0570
 KC0570.The geoid height was determined by GEOID03.
 KC0570
 KC0570;                    North         East     Units Scale Factor Converg.
 KC0570;SPC IL W     -   340,470.443   692,619.156   MT  0.99994185   -0 03 18.1
 KC0570;SPC IL W     - 1,117,026.78  2,272,368.01   sFT  0.99994185   -0 03 18.1
 KC0570;UTM  15      - 4,401,855.786   735,426.279   MT  1.00028242   +1 45 24.9
 KC0570
 KC0570                          SUPERSEDED SURVEY CONTROL
 KC0570
 KC0570  NAD 83(1997)-  39 44 02.79084(N)    090 15 09.96882(W) AD(       ) 4
 KC0570  NAD 83(1986)-  39 44 02.79356(N)    090 15 09.96904(W) AD(       ) 4
 KC0570  NAD 27      -  39 44 02.64000(N)    090 15 09.53900(W) AD(       ) 3
 KC0570
 KC0570.Superseded values are not recommended for survey control.
 KC0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0570.See file dsdata.txt to determine how the superseded data were derived.
 KC0570
 KC0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3542601856(NAD 83)
 KC0570_MARKER: 63 = STACK
 KC0570
 KC0570  HISTORY     - Date     Condition        Report By
 KC0570  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0570
 KC0570                          STATION DESCRIPTION
 KC0570
 KC0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0570'INTERSECTION STATION.  THIS IS THE BRICK HEATING PLANT STACK FOR
 KC0570'THE ILLINOIS SCHOOL FOR THE DEAF.  IT IS LOCATED IN THE SOUTHWEST
 KC0570'CORNER OF JACKSONVILLE AND IS ABOUT 165 FEET ABOVE THE GROUND.
 KC0570'THE CENTER OF THE TOP WAS LOCATED FROM TRIANGULATION STATIONS
 KC0570'SAND, ROOD, HEATON, WALSH, AND LEEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0566 ***********************************************************************
 KC0566  DESIGNATION -  JACKSONVILLE ST HOSPITAL STACK
 KC0566  PID         -  KC0566
 KC0566  STATE/COUNTY-  IL/MORGAN
 KC0566  USGS QUAD   -  JACKSONVILLE (1983)
 KC0566
 KC0566                         *CURRENT SURVEY CONTROL
 KC0566  ___________________________________________________________________
 KC0566* NAD 83(1997)-  39 43 00.44880(N)    090 13 51.43473(W)     ADJUSTED  
 KC0566* NAVD 88     -                                                        
 KC0566  ___________________________________________________________________
 KC0566  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KC0566  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0566
 KC0566  HORZ ORDER  -  THIRD
 KC0566
 KC0566.The horizontal coordinates were established by classical geodetic methods
 KC0566.and adjusted by the National Geodetic Survey in October 1999..
 KC0566
 KC0566
 KC0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0566
 KC0566.The geoid height was determined by GEOID03.
 KC0566
 KC0566;                    North         East     Units Scale Factor Converg.
 KC0566;SPC IL W     -   338,546.423   694,487.961   MT  0.99994155   -0 02 27.9
 KC0566;SPC IL W     - 1,110,714.39  2,278,499.25   sFT  0.99994155   -0 02 27.9
 KC0566;UTM  15      - 4,399,991.162   737,355.643   MT  1.00029365   +1 46 12.8
 KC0566
 KC0566                          SUPERSEDED SURVEY CONTROL
 KC0566
 KC0566  NAD 83(1997)-  39 43 00.45246(N)    090 13 51.42442(W) AD(       ) 4
 KC0566  NAD 83(1986)-  39 43 00.45612(N)    090 13 51.42527(W) AD(       ) 4
 KC0566  NAD 27      -  39 43 00.28000(N)    090 13 50.98900(W) AD(       ) 3
 KC0566
 KC0566.Superseded values are not recommended for survey control.
 KC0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0566.See file dsdata.txt to determine how the superseded data were derived.
 KC0566
 KC0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD3735699991(NAD 83)
 KC0566_MARKER: 63 = STACK
 KC0566
 KC0566  HISTORY     - Date     Condition        Report By
 KC0566  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0566  HISTORY     - 1989     GOOD             USPSQD
 KC0566
 KC0566                          STATION DESCRIPTION
 KC0566
 KC0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0566'INTERSECTION STATION.  THIS IS THE STACK (BRICK) OF THE HEATING
 KC0566'PLANT OF THE STATE HOSPITAL FOR THE INSANE.  IT IS LOCATED
 KC0566'IN THE SOUTH EDGE OF THE CITY OF JACKSONVILLE ON THE STATE
 KC0566'HOSPITAL GROUNDS.  THE CENTER OF THE TOP OF THE STACK WAS LOCATED
 KC0566'FROM TRIANGULATION STATIONS ROOD, HEATON, WALSH, AND LEEK.
 KC0566'ALSO DETERMINED BY C.A.S. IN 1934.
 KC0566
 KC0566                          STATION RECOVERY (1989)
 KC0566
 KC0566'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMC)
 KC0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0567 ***********************************************************************
 KC0567  DESIGNATION -  JACKSONVILLE ST HOSP TANK
 KC0567  PID         -  KC0567
 KC0567  STATE/COUNTY-  IL/MORGAN
 KC0567  USGS QUAD   -  JACKSONVILLE (1983)
 KC0567
 KC0567                         *CURRENT SURVEY CONTROL
 KC0567  ___________________________________________________________________
 KC0567* NAD 83(1997)-  39 43 02.69103(N)    090 13 50.31461(W)     ADJUSTED  
 KC0567* NAVD 88     -                                                        
 KC0567  ___________________________________________________________________
 KC0567  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 KC0567  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0567
 KC0567  HORZ ORDER  -  THIRD
 KC0567
 KC0567.The horizontal coordinates were established by classical geodetic methods
 KC0567.and adjusted by the National Geodetic Survey in October 1999..
 KC0567
 KC0567
 KC0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0567
 KC0567.The geoid height was determined by GEOID03.
 KC0567
 KC0567;                    North         East     Units Scale Factor Converg.
 KC0567;SPC IL W     -   338,615.554   694,514.688   MT  0.99994155   -0 02 27.2
 KC0567;SPC IL W     - 1,110,941.20  2,278,586.94   sFT  0.99994155   -0 02 27.2
 KC0567;UTM  15      - 4,400,061.127   737,380.180   MT  1.00029380   +1 46 13.6
 KC0567
 KC0567                          SUPERSEDED SURVEY CONTROL
 KC0567
 KC0567  NAD 83(1997)-  39 43 02.69532(N)    090 13 50.30477(W) AD(       ) 4
 KC0567  NAD 83(1986)-  39 43 02.69845(N)    090 13 50.30532(W) AD(       ) 4
 KC0567  NAD 27      -  39 43 02.52700(N)    090 13 49.86500(W) AD(       ) 3
 KC0567
 KC0567.Superseded values are not recommended for survey control.
 KC0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0567.See file dsdata.txt to determine how the superseded data were derived.
 KC0567
 KC0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3738000061(NAD 83)
 KC0567_MARKER: 53 = ELEVATED TANK
 KC0567
 KC0567  HISTORY     - Date     Condition        Report By
 KC0567  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0567
 KC0567                          STATION DESCRIPTION
 KC0567
 KC0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0567'INTERSECTION STATION.  THIS IS THE WATER TANK FOR THE STATE
 KC0567'HOSPITAL FOR THE INSANE.  IT IS LOCATED IN THE SOUTH EDGE OF
 KC0567'THE CITY OF JACKSONVILLE ON THE STATE HOSPITAL GROUNDS.
 KC0567'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALUMINUM,
 KC0567'AND IS ABOUT 100 FEET TALL.  THE FINIAL WAS LOCATED FROM
 KC0567'TRIANGULATION STATIONS ROOD, HEATON, WALSH, LEEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0564 ***********************************************************************
 KC0564  DESIGNATION -  JACKSONVILLE STATE ST PRESB CH
 KC0564  PID         -  KC0564
 KC0564  STATE/COUNTY-  IL/MORGAN
 KC0564  USGS QUAD   -  JACKSONVILLE (1983)
 KC0564
 KC0564                         *CURRENT SURVEY CONTROL
 KC0564  ___________________________________________________________________
 KC0564* NAD 83(1997)-  39 44 04.17796(N)    090 14 01.80521(W)     ADJUSTED  
 KC0564* NAVD 88     -                                                        
 KC0564  ___________________________________________________________________
 KC0564  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 KC0564  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0564
 KC0564  HORZ ORDER  -  THIRD
 KC0564
 KC0564.The horizontal coordinates were established by classical geodetic methods
 KC0564.and adjusted by the National Geodetic Survey in October 1999..
 KC0564
 KC0564
 KC0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0564
 KC0564.The geoid height was determined by GEOID03.
 KC0564
 KC0564;                    North         East     Units Scale Factor Converg.
 KC0564;SPC IL W     -   340,511.991   694,242.441   MT  0.99994158   -0 02 34.6
 KC0564;SPC IL W     - 1,117,163.09  2,277,693.74   sFT  0.99994158   -0 02 34.6
 KC0564;UTM  15      - 4,401,948.673   737,047.999   MT  1.00029185   +1 46 08.5
 KC0564
 KC0564                          SUPERSEDED SURVEY CONTROL
 KC0564
 KC0564  NAD 83(1997)-  39 44 04.18191(N)    090 14 01.79550(W) AD(       ) 4
 KC0564  NAD 83(1986)-  39 44 04.18534(N)    090 14 01.79589(W) AD(       ) 4
 KC0564  NAD 27      -  39 44 04.02100(N)    090 14 01.35600(W) AD(       ) 3
 KC0564
 KC0564.Superseded values are not recommended for survey control.
 KC0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0564.See file dsdata.txt to determine how the superseded data were derived.
 KC0564
 KC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE3704801949(NAD 83)
 KC0564_MARKER: 90 = CHURCH SPIRE
 KC0564
 KC0564  HISTORY     - Date     Condition        Report By
 KC0564  HISTORY     - 1939     FIRST OBSERVED   CGS
 KC0564
 KC0564                          STATION DESCRIPTION
 KC0564
 KC0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0564'INTERSECTION STATION.  THIS IS THE TALL SPIRE OF THE STATE STREET
 KC0564'PRESBYTERIAN CHURCH AND IS LOCATED ABOUT 0.2 MILE WEST OF THE CITY
 KC0564'SQUARE ON STATE STREET.  THE TIP OF THE SPIRE IS ABOUT 150 FEET
 KC0564'ABOVE THE STREET.  THE FINIAL WAS LOCATED FROM TRIANGULATION
 KC0564'STATIONS HEATON, WALSH, AND LEEK.  ALSO DETERMINED BY C.A.S. IN
 KC0564'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2036 ***********************************************************************
 JB2036  DESIGNATION -  JACOPORT
 JB2036  PID         -  JB2036
 JB2036  STATE/COUNTY-  IL/MADISON
 JB2036  USGS QUAD   -  ST JACOB (1991)
 JB2036
 JB2036                         *CURRENT SURVEY CONTROL
 JB2036  ___________________________________________________________________
 JB2036* NAD 83(1997)-  38 43 51.20916(N)    089 48 15.96272(W)     ADJUSTED  
 JB2036* NAVD 88     -       143.7    (meters)     471.     (feet)  VERTCON   
 JB2036  ___________________________________________________________________
 JB2036  X           -      17,005.425 (meters)                     COMP
 JB2036  Y           -  -4,982,132.501 (meters)                     COMP
 JB2036  Z           -   3,969,126.770 (meters)                     COMP
 JB2036  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 JB2036  ELLIP HEIGHT-         112.97  (meters)          (10/21/99) GPS OBS
 JB2036  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JB2036
 JB2036  HORZ ORDER  -  FIRST
 JB2036  ELLP ORDER  -  FOURTH    CLASS I
 JB2036
 JB2036.This mark is at Shafer Metro East Airport (3K6)
 JB2036
 JB2036.The horizontal coordinates were established by GPS observations
 JB2036.and adjusted by the National Geodetic Survey in October 1999..
 JB2036
 JB2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2036
 JB2036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2036
 JB2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2036
 JB2036.The ellipsoidal height was determined by GPS observations
 JB2036.and is referenced to NAD 83.
 JB2036
 JB2036.The geoid height was determined by GEOID03.
 JB2036
 JB2036;                    North         East     Units Scale Factor Converg.
 JB2036;SPC IL W     -   229,158.805   731,495.614   MT  0.99995339   +0 13 35.9
 JB2036;SPC IL W     -   751,831.85  2,399,915.19   sFT  0.99995339   +0 13 35.9
 JB2036;UTM  16      - 4,290,648.435   256,220.601   MT  1.00033188   -1 45 19.8
 JB2036
 JB2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2036!SPC IL W     -   0.99998228  x   0.99995339  =   0.99993567
 JB2036!UTM  16      -   0.99998228  x   1.00033188  =   1.00031415
 JB2036
 JB2036:                Primary Azimuth Mark                     Grid Az
 JB2036:SPC IL W     -  JACOPORT AZ MK                           315 42 04.6
 JB2036:UTM  16      -  JACOPORT AZ MK                           317 41 00.3
 JB2036
 JB2036|---------------------------------------------------------------------|
 JB2036| PID    Reference Object                     Distance      Geod. Az  |
 JB2036|                                                           dddmmss.s |
 JB2036| JB2037 JACOPORT AZ MK                      APPROX. 0.7 KM 3155540.5 |
 JB2036|---------------------------------------------------------------------|
 JB2036
 JB2036                          SUPERSEDED SURVEY CONTROL
 JB2036
 JB2036  NAD 83(1986)-  38 43 51.22458(N)    089 48 15.95748(W) AD(       ) 1
 JB2036  NGVD 29 (06/25/91)  143.8    (m)          472.     (f) GPS OBS        
 JB2036
 JB2036.Superseded values are not recommended for survey control.
 JB2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2036.See file dsdata.txt to determine how the superseded data were derived.
 JB2036
 JB2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5622190648(NAD 83)
 JB2036_MARKER: I = METAL ROD
 JB2036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2036_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2036_STAMPING: JACOPORT 1990
 JB2036_MARK LOGO: NGS   
 JB2036_PROJECTION: FLUSH
 JB2036_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2036+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1991
 JB2036_ROD/PIPE-DEPTH: 7.3  meters
 JB2036_SLEEVE-DEPTH  : 1.0 meters
 JB2036
 JB2036  HISTORY     - Date     Condition        Report By
 JB2036  HISTORY     - 1990     MONUMENTED       NGS
 JB2036  HISTORY     - 19910520 GOOD             NGS
 JB2036
 JB2036                          STATION DESCRIPTION
 JB2036
 JB2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2036'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHWEST OF ST JACOB, 2 KM
 JB2036'(1.2 MI) NORTH-NORTHWEST OF THE JUNCTION OF US HIGHWAY 40 AND STATE
 JB2036'HIGHWAY 4, AT THE ST JACOB-SHAFER METRO EAST AIRPORT,NEAR THE
 JB2036'SOUTHEAST END OF RUNWAY 13-31. IN THE SOUTHEAST 1/4 OF SECTION 6, T 3
 JB2036'N, R 6 W. OWNERSHIP--EDWARD AND LOIS SHAFER, SHAFER FLYING SERVICE,
 JB2036'RR 1, BOX 139, ST JACOB, IL 62281, PHONE 618-644-5411.
 JB2036'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND MARINE-ST JACOB ROAD
 JB2036'ON THE NORTH SIDE OF ST JACOB, GO WEST ON HIGHWAY 40 FOR 2.76 KM
 JB2036'(1.71 MI) TO A ROAD RIGHT LEADING TO STATE HIGHWAY 4.  TURN RIGHT,
 JB2036'NORTH, FOR 0.40 KM (0.25 MI) TO A T-ROAD.  TURN RIGHT, NORTH, ON
 JB2036'HIGHWAY 4 FOR 1.06 KM (0.66 MI) TO A CROSSROAD.  TURN LEFT, WEST, ON
 JB2036'PAVED ROAD FOR 0.85 KM (0.53 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 JB2036'NORTH, FOR 0.35 KM (0.22 MI) TO A GRAVEL LANE ON THE RIGHT.  TURN
 JB2036'RIGHT, EAST AND SOUTH, FOR 0.24 KM (0.15 MI) TO A GATE AT HANGAR ON
 JB2036'THE LEFT.  PASS THROUGH GATE , THEN DOUBLE LEFT AROUND HANGER FOR
 JB2036'0.10 KM (0.06 MI) TO THE FIELD SIDE OF THE OFFICE AND A NEW PAVED
 JB2036'TAXI ON THE RIGHT, THEN GO RIGHT,EAST,ALONG TAXI FOR 0.15 MI
 JB2036'(0.24 KM) TO THE JUNCTION OF RUNWAY 13-31, THEN GO SOUTHEAST ALONG
 JB2036'THE SOUTHWEST SIDE OF RUNWAY FOR ABOUT 0.2 MI (0.3 KM) OR 300 M
 JB2036'(984.2 FT) TO THE STATION AT THE SECOND RUNWAY LIGHT NORTHWEST OF THE
 JB2036'SOUTHEAST END OF THE RUNWAY.
 JB2036'STATION IS 19.2 M (63.0 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY,
 JB2036'8.5 M (27.9 FT) SOUTHWEST OF A RUNWAY LIGHT, IN LINE WITH TWO RUNWAY
 JB2036'LIGHTS, 130.0 M (426.5 FT) NORTHWEST OF THE SOUTHEAST END OF RUNWAY
 JB2036'13-31, 16.3 M (53.5 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AT A
 JB2036'FLAGGED WOODEN STAKE.
 JB2036'NOTE-ALSO CAN REACH FROM THE EXIT 21 OF INTERSTATE 70 (LOCATED ABOUT
 JB2036'8.0 MI (12.9 KM) WEST OF HIGHLAND) BY GOING SOUTH ALONG STATE ROUTE 4
 JB2036'FOR 2.3 MI (3.7 KM) TO A ASPHALT ROAD ON THE RIGHT, THEN GO RIGHT,
 JB2036'WEST ALONG ASPHALT ROAD FOR 0.55 MI (0.89 KM) TO AN ASPHALT ROAD ON
 JB2036'THE RIGHT, THEN GO RIGHT, NORTH ALONG ASPHALT ROAD FOR 0.25 MI
 JB2036'(0.40 KM) TO A GRAVEL LANE ON THE RIGHT, THEN GO RIGHT, EAST AND
 JB2036'SOUTH ALONG GRAVEL LANE TO THE AIRPORT OFFICE ON THE LEFT.
 JB2036
 JB2036                          STATION RECOVERY (1991)
 JB2036
 JB2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JB2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB2037 ***********************************************************************
 JB2037  DESIGNATION -  JACOPORT AZ MK
 JB2037  PID         -  JB2037
 JB2037  STATE/COUNTY-  IL/MADISON
 JB2037  USGS QUAD   -  ST JACOB (1991)
 JB2037
 JB2037                         *CURRENT SURVEY CONTROL
 JB2037  ___________________________________________________________________
 JB2037* NAD 83(1997)-  38 44 07.45291(N)    089 48 36.04131(W)     ADJUSTED  
 JB2037* NAVD 88     -       145.0    (meters)     476.     (feet)  VERTCON   
 JB2037  ___________________________________________________________________
 JB2037  X           -      16,519.409 (meters)                     COMP
 JB2037  Y           -  -4,981,821.696 (meters)                     COMP
 JB2037  Z           -   3,969,518.292 (meters)                     COMP
 JB2037  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 JB2037  ELLIP HEIGHT-         114.22  (meters)          (10/21/99) GPS OBS
 JB2037  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JB2037
 JB2037  HORZ ORDER  -  FIRST
 JB2037  ELLP ORDER  -  FOURTH    CLASS I
 JB2037
 JB2037.This mark is at Shafer Metro East Airport (3K6)
 JB2037
 JB2037.The horizontal coordinates were established by GPS observations
 JB2037.and adjusted by the National Geodetic Survey in October 1999..
 JB2037
 JB2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB2037
 JB2037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB2037
 JB2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB2037
 JB2037.The ellipsoidal height was determined by GPS observations
 JB2037.and is referenced to NAD 83.
 JB2037
 JB2037.The geoid height was determined by GEOID03.
 JB2037
 JB2037;                    North         East     Units Scale Factor Converg.
 JB2037;SPC IL W     -   229,657.770   731,008.716   MT  0.99995301   +0 13 23.4
 JB2037;SPC IL W     -   753,468.87  2,398,317.76   sFT  0.99995301   +0 13 23.4
 JB2037;UTM  16      - 4,291,164.139   255,751.074   MT  1.00033470   -1 45 33.0
 JB2037
 JB2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB2037!SPC IL W     -   0.99998208  x   0.99995301  =   0.99993509
 JB2037!UTM  16      -   0.99998208  x   1.00033470  =   1.00031677
 JB2037
 JB2037:                Primary Azimuth Mark                     Grid Az
 JB2037:SPC IL W     -  JACOPORT                                 135 42 04.5
 JB2037:UTM  16      -  JACOPORT                                 137 41 00.9
 JB2037
 JB2037|---------------------------------------------------------------------|
 JB2037| PID    Reference Object                     Distance      Geod. Az  |
 JB2037|                                                           dddmmss.s |
 JB2037| JB2036 JACOPORT                            APPROX. 0.7 KM 1355527.9 |
 JB2037|---------------------------------------------------------------------|
 JB2037
 JB2037                          SUPERSEDED SURVEY CONTROL
 JB2037
 JB2037  NAD 83(1986)-  38 44 07.46834(N)    089 48 36.03608(W) AD(       ) 1
 JB2037  NGVD 29 (06/25/91)  145.2    (m)          476.     (f) GPS OBS        
 JB2037
 JB2037.Superseded values are not recommended for survey control.
 JB2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB2037.See file dsdata.txt to determine how the superseded data were derived.
 JB2037
 JB2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5575191164(NAD 83)
 JB2037_MARKER: I = METAL ROD
 JB2037_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB2037_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB2037_STAMPING: JACOPORT AZ MK 1990
 JB2037_MARK LOGO: NGS   
 JB2037_PROJECTION: FLUSH
 JB2037_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB2037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB2037+SATELLITE: SATELLITE OBSERVATIONS - 1990
 JB2037_ROD/PIPE-DEPTH: 8.5  meters
 JB2037_SLEEVE-DEPTH  : 1.0 meters
 JB2037
 JB2037  HISTORY     - Date     Condition        Report By
 JB2037  HISTORY     - 1990     MONUMENTED       NGS
 JB2037
 JB2037                          STATION DESCRIPTION
 JB2037
 JB2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JB2037'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHWEST OF ST JACOB, 2 KM
 JB2037'(1.2 MI) NORTH-NORTHWEST OF THE JUNCTION OF US HIGHWAY 40 AND STATE
 JB2037'HIGHWAY 4, AT THE ST JACOB-SHAFER METRO EAST AIRPORT, AT THE END OF
 JB2037'RUNWAY 13, IN THE CENTER OF SECTION 6, T 3 N, R 6 W.
 JB2037'OWNERSHIP--EDWARD AND LOIS SHAFER, SHAFER FLYING SERVICE, RR 1, BOX
 JB2037'139, ST JACOB, IL 62281, PHONE 618-644-5411.
 JB2037'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND MARINE-ST JACOB ROAD
 JB2037'ON THE NORTH SIDE OF ST JACOB, GO WEST ON HIGHWAY 40 FOR 2.76 KM
 JB2037'(1.71 MI) TO A ROAD RIGHT LEADING TO STATE HIGHWAY 4.  TURN RIGHT,
 JB2037'NORTH, FOR 0.40 KM (0.25 MI) TO A T-ROAD.  TURN RIGHT, NORTH, ON
 JB2037'HIGHWAY 4 FOR 1.06 KM (0.66 MI) TO A CROSSROAD.  TURN LEFT, WEST, ON
 JB2037'PAVED ROAD FOR 0.85 KM (0.53 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 JB2037'NORTH, FOR 0.35 KM (0.22 MI) TO A GRAVEL LANE ON THE RIGHT.  TURN
 JB2037'RIGHT, EAST AND SOUTH, FOR 0.24 KM (0.15 MI) TO A GATE AT HANGER ON
 JB2037'THE LEFT.  PASS THROUGH GATE , THEN DOUBLE LEFT AROUND HANGER , THEN
 JB2037'RIGHT, EASTERLY AT THE SECOND AND NEW TAXI, FOR ABOUT 0.15 MI
 JB2037'(0.24 KM) TO THE JUNCTION OF THE RUNWAY. TURN LEFT, NORTHWEST,
 JB2037'ALONGSIDE RUNWAY FOR ABOUT 390.0 M (1279.5 FT) TO THE TURN-AROUND AND
 JB2037'THE STATION IN LINE WITH THE END RUNWAY LIGHTS.
 JB2037'STATION IS 14.5 M (47.6 FT) SOUTHWEST OF THE SOUTHWEST 1 OF 6 RED END
 JB2037'RUNWAY LIGHTS, 25.3 M (83.0 FT) SOUTHWEST OF A PK NAIL AND WASHER
 JB2037'LOCATED AT THE CENTERLINE AND END OF RUNWAY, 390.0 M (1279.5 FT)
 JB2037'NORTHWEST OF THE NORTHWEST EDGE OF A TAXI APPROACH. AT A WOODEN
 JB2037'FLAGGED STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0064 ***********************************************************************
 LC0064  DESIGNATION -  JANSSEN
 LC0064  PID         -  LC0064
 LC0064  STATE/COUNTY-  IL/IROQUOIS
 LC0064  USGS QUAD   -  BUCKLEY (1986)
 LC0064
 LC0064                         *CURRENT SURVEY CONTROL
 LC0064  ___________________________________________________________________
 LC0064* NAD 83(1997)-  40 34 28.08484(N)    088 02 43.19821(W)     ADJUSTED  
 LC0064* NAVD 88     -       216.123  (meters)     709.06   (feet)  ADJUSTED  
 LC0064  ___________________________________________________________________
 LC0064  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 LC0064  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LC0064  DYNAMIC HT  -         216.023 (meters)     708.74  (feet)  COMP
 LC0064  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LC0064
 LC0064  HORZ ORDER  -  SECOND
 LC0064  VERT ORDER  -  SECOND    CLASS 0
 LC0064
 LC0064.The horizontal coordinates were established by classical geodetic methods
 LC0064.and adjusted by the National Geodetic Survey in October 1999..
 LC0064
 LC0064.The orthometric height was determined by differential leveling
 LC0064.and adjusted by the National Geodetic Survey in June 1991..
 LC0064
 LC0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0064
 LC0064.The geoid height was determined by GEOID03.
 LC0064
 LC0064.The dynamic height is computed by dividing the NAVD 88
 LC0064.geopotential number by the normal gravity value computed on the
 LC0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0064.degrees latitude (g = 980.6199 gals.).
 LC0064
 LC0064.The modeled gravity was interpolated from observed gravity values.
 LC0064
 LC0064;                    North         East     Units Scale Factor Converg.
 LC0064;SPC IL E     -   433,827.601   324,385.549   MT  0.99998232   +0 11 14.4
 LC0064;SPC IL E     - 1,423,316.05  1,064,254.92   sFT  0.99998232   +0 11 14.4
 LC0064;UTM  16      - 4,492,045.732   411,522.169   MT  0.99969636   -0 40 47.9
 LC0064
 LC0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0064!SPC IL E     -   0.99997117  x   0.99998232  =   0.99995349
 LC0064!UTM  16      -   0.99997117  x   0.99969636  =   0.99966754
 LC0064
 LC0064:                Primary Azimuth Mark                     Grid Az
 LC0064:SPC IL E     -  BUCKLEY MUNICIPAL TANK                   014 47 09.9
 LC0064:UTM  16      -  BUCKLEY MUNICIPAL TANK                   015 39 12.2
 LC0064
 LC0064|---------------------------------------------------------------------|
 LC0064| PID    Reference Object                     Distance      Geod. Az  |
 LC0064|                                                           dddmmss.s |
 LC0064| LC1702 BUCKLEY MUNICIPAL TANK              APPROX. 2.6 KM 0145824.3 |
 LC0064| LC1703 BUCKLEY ST JOHNS LUTH CH SPIRE      APPROX. 2.9 KM 0161702.9 |
 LC0064| LC0065 JANSSEN RM 2                         47.000 METERS 14808     |
 LC0064| LC1701 LODA MUNICIPAL TANK                 APPROX. 6.7 KM 1974934.1 |
 LC0064| CI7594 JANSSEN AZ MK                                      2265526.5 |
 LC0064| LC0063 JANSSEN RM 1                         24.212 METERS 29654     |
 LC0064|---------------------------------------------------------------------|
 LC0064
 LC0064                          SUPERSEDED SURVEY CONTROL
 LC0064
 LC0064  NAD 83(1997)-  40 34 28.08516(N)    088 02 43.19852(W) AD(       ) 2
 LC0064  NAD 83(1986)-  40 34 28.09372(N)    088 02 43.19976(W) AD(       ) 2
 LC0064  NAD 83(1986)-  40 34 28.09379(N)    088 02 43.20406(W) AD(       ) 2
 LC0064  NAD 27      -  40 34 27.96450(N)    088 02 43.05550(W) AD(       ) 2
 LC0064  NGVD 29 (??/??/92)  216.186  (m)          709.27   (f) ADJ UNCH    2 0
 LC0064
 LC0064.Superseded values are not recommended for survey control.
 LC0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0064.See file dsdata.txt to determine how the superseded data were derived.
 LC0064
 LC0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1152292046(NAD 83)
 LC0064_MARKER: DS = TRIANGULATION STATION DISK
 LC0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0064_STAMPING: JANSSEN 1959
 LC0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0064+STABILITY: SURFACE MOTION
 LC0064
 LC0064  HISTORY     - Date     Condition        Report By
 LC0064  HISTORY     - 1959     MONUMENTED       CGS
 LC0064  HISTORY     - 1959     GOOD             CGS
 LC0064  HISTORY     - 1979     GOOD             NGS
 LC0064
 LC0064                          STATION DESCRIPTION
 LC0064
 LC0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0064'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHWEST
 LC0064'OF BUCKLEY ON LAND OWNED AND OCCUPIED BY MR. ARNO JANSSEN.
 LC0064'
 LC0064'TO REACH THE STATION FROM THE POST OFFICE IN BUCKLEY, GO
 LC0064'SOUTH ON U.S. HIGHWAY 45 FOR 1.85 MILES TO A CROSSROAD, CONTINUE
 LC0064'STRAIGHT AHEAD FOR 0.1 MILE TO A DRIVEWAY LEFT LEADING TO MR.
 LC0064'ARNO JANSSENS HOUSE, TURN LEFT ON DRIVEWAY FOR 0.15 MILE
 LC0064'TO WHERE THE DRIVEWAY TURNS RIGHT AND THE STATION ON THE
 LC0064'RIGHT IN A SMALL CLUMP OF TREES.
 LC0064'
 LC0064'STATION MARK, A STANDARD DISK STAMPED JANSSEN 1959, IS SET
 LC0064'IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LC0064'SURFACE OF THE GROUND.  THE MARK IS 84 FEET SOUTHWEST OF
 LC0064'THE SOUTHWEST CORNER OF A CHICKEN HOUSE, 53 FEET WEST OF THE
 LC0064'APPROXIMATE CENTER OF THE DRIVEWAY AND 40 FEET SOUTH OF THE
 LC0064'CENTER OF THE DRIVEWAY.
 LC0064'
 LC0064'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED JANSSEN
 LC0064'NO 1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0064'PROJECTS 2 INCHES.  THE MARK IS 157 FEET WEST OF THE NORTHWEST
 LC0064'CORNER OF THE CHICKEN HOUSE AND 10.5 FEET SOUTH OF THE APPROXIMATE
 LC0064'CENTER OF THE DRIVEWAY.
 LC0064'
 LC0064'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED JANSSEN
 LC0064'NO 2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS
 LC0064'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 55 FEET
 LC0064'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF MR. JANSSENS HOUSE,
 LC0064'20 FEET WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY AND
 LC0064'1.4 FEET NORTH OF THE NORTHWEST CORNER OF A SHED.
 LC0064'
 LC0064'AZIMUTH MARK, A STANDARD DISK STAMPED JANSSEN 1959, IS SET
 LC0064'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 LC0064'THE MARK IS 71.4 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LC0064'TRACKS, 40 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 45,
 LC0064'2 FEET SOUTH OF TELEPHONE POLE NO. 12 AND 1.5 FEET NORTH
 LC0064'OF A WITNESS POST.
 LC0064'
 LC0064'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 LC0064'DRIVEWAY FOR 0.15 MILE TO U.S. HIGHWAY 45, TURN LEFT, SOUTH,
 LC0064'ON U.S. HIGHWAY 45 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LC0064'AS DESCRIBED.
 LC0064'
 LC0064'HEIGHT OF LIGHT ABOVE STATION MARK 30.33 METERS.
 LC0064
 LC0064                          STATION RECOVERY (1959)
 LC0064
 LC0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0064'1.9 MI S FROM BUCKLEY.
 LC0064'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0064'AT BUCKLEY, THENCE 0.15 MILES EAST ALONG A FARM ROAD TO THE
 LC0064'FARM HOUSE AND BUILDINGS, 40 FEET SOUTH OF THE CENTER LINE OF
 LC0064'THE FARM ROAD, 24 1/2 FEET SOUTH OF A FENCE, 28 FEET NORTH
 LC0064'OF A FENCE CORNER, 84 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 LC0064'OF A LOW WHITE BARN, 164 FEET NORTHWEST OF THE FARM HOUSE, ABOUT
 LC0064'1 FOOT BELOW THE LEVEL OF THE FARM ROAD AND SET IN THE TOP OF
 LC0064'A CONCRETE POST FLUSH WITH THE GROUND.
 LC0064
 LC0064                          STATION RECOVERY (1979)
 LC0064
 LC0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0064'STATION MARK, RM 1, 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION.  RM 1
 LC0064'IS NW OF STATION NOT SE. AND RM 2 IS SE NOT NW.  THE DISTANCE TO RM 1
 LC0064'CHECKED, RM 2 WAS LONGER BY 0.03 FT.  THE ANGLE BETWEEN THE MARKS WAS
 LC0064'GREATER BY 1 MINUTE AND 48 SECONDS.
 LC0064'
 LC0064'CROPS IN FIELD BLOCKED LINE OF SIGHT TO AZIMUTH MARK AND THERE WAS NO
 LC0064'DISTANCE TO SET NEW AZIMUTH MARK THAT IS REQUIRED.
 LC0064'
 LC0064'THE 1959 TOO REACH IS ADEQUATE.  A NEW DESCRIPTION DUE TO SOME NEW
 LC0064'AND ALTERED POINTS.
 LC0064'
 LC0064'THE STATION IS 134.5 FT NW OF NW CORNER OF HOUSE, 84 FT W OF SW
 LC0064'CORNER OF SMALL BARN, 41 FT S OF CENTER LINE OF DRIVEWAY, 41 FT SE OF
 LC0064'FENCE CORNER POST AND 19 FT E OF FENCE LINE.  THE MARK IS FLUSH AND
 LC0064'THE DISK STAMPED JANSSEN 1959.
 LC0064'
 LC0064'RM 1 IS 157 FT W OF SW CORNER OF SMALL BARN, 53 FT W OF FENCE LINE,
 LC0064'11 FT S OF CENTER LINE OF DRIVE WAY AND 5 FT S OF FENCE.  THE MARK
 LC0064'PROJECTS 2 INCHES AND THE DISK STAMPED JANSSEN NO 1 1959.
 LC0064'
 LC0064'RM 2 IS 58 FT NW OF A POWER LINE POLE WITH A METER BOX ATTACHED, 45
 LC0064'FT SW OF SW CORNER OF HOUSE AND 18 FT W OF CENTER LINE OF
 LC0064'DRIVEWAY.  THE MARK IS FLUSH AND THE DISK STAMPED JANSSEN NO 2 1959.
 LC0064'
 LC0064'THE AZIMUTH MARK IS 72 FT E OF E RAIL OF RAILROAD TRACKS, 40 FT W OF
 LC0064'CENTER LINE OF HIGHWAY 45, 2 FT S OF TELEPHONE POLE AND 2 FT N OF A
 LC0064'METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED
 LC0064'JANSSEN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1861 ***********************************************************************
 LC1861  DESIGNATION -  JANSSEN
 LC1861  PID         -  LC1861
 LC1861  STATE/COUNTY-  IL/LIVINGSTON
 LC1861  USGS QUAD   -  FLANAGAN SW (1983)
 LC1861
 LC1861                         *CURRENT SURVEY CONTROL
 LC1861  ___________________________________________________________________
 LC1861* NAD 83(1997)-  40 50 43.27921(N)    088 54 35.38619(W)     ADJUSTED  
 LC1861* NAVD 88     -       223.7    (meters)     734.     (feet)  VERTCON   
 LC1861  ___________________________________________________________________
 LC1861  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LC1861  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LC1861
 LC1861  HORZ ORDER  -  FIRST
 LC1861
 LC1861.The horizontal coordinates were established by classical geodetic methods
 LC1861.and adjusted by the National Geodetic Survey in October 1999..
 LC1861
 LC1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1861
 LC1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1861
 LC1861.The geoid height was determined by GEOID03.
 LC1861
 LC1861;                    North         East     Units Scale Factor Converg.
 LC1861;SPC IL E     -   464,028.526   251,384.295   MT  1.00000408   -0 22 37.4
 LC1861;SPC IL E     - 1,522,400.26    824,749.97   sFT  1.00000408   -0 22 37.4
 LC1861;SPC IL W     -   464,613.206   805,986.007   MT  1.00007939   +0 49 19.5
 LC1861;SPC IL W     - 1,524,318.49  2,644,305.76   sFT  1.00007939   +0 49 19.5
 LC1861;UTM  16      - 4,523,345.531   339,001.220   MT  0.99991904   -1 14 57.6
 LC1861
 LC1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1861!SPC IL E     -   0.99996998  x   1.00000408  =   0.99997406
 LC1861!SPC IL W     -   0.99996998  x   1.00007939  =   1.00004937
 LC1861!UTM  16      -   0.99996998  x   0.99991904  =   0.99988902
 LC1861
 LC1861|---------------------------------------------------------------------|
 LC1861| PID    Reference Object                     Distance      Geod. Az  |
 LC1861|                                                           dddmmss.s |
 LC1861| CI7596 JANSSEN RM 1                         28.142 METERS 15121     |
 LC1861| CI7597 JANSSEN RM 2                         25.790 METERS 33215     |
 LC1861| CI7595 JANSSEN AZ MK                       APPROX. 1.1 KM 3532922.0 |
 LC1861|---------------------------------------------------------------------|
 LC1861
 LC1861                          SUPERSEDED SURVEY CONTROL
 LC1861
 LC1861  NAD 83(1986)-  40 50 43.29455(N)    088 54 35.39220(W) AD(       ) 1
 LC1861  NAD 27      -  40 50 43.17206(N)    088 54 35.14228(W) AD(       ) 1
 LC1861  NGVD 29 (07/19/86)  223.7    (m)          734.     (f) VERT ANG       
 LC1861
 LC1861.Superseded values are not recommended for survey control.
 LC1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1861.See file dsdata.txt to determine how the superseded data were derived.
 LC1861
 LC1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3900123346(NAD 83)
 LC1861_MARKER: DS = TRIANGULATION STATION DISK
 LC1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1861
 LC1861  HISTORY     - Date     Condition        Report By
 LC1861  HISTORY     - 1969     MONUMENTED       CGS
 LC1861
 LC1861                          STATION DESCRIPTION
 LC1861
 LC1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LC1861'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST AND 2 MILES
 LC1861'SOUTH OF FLANAGAN, 2 MILES SOUTH OF STATE HIGHWAY 116 AND ON
 LC1861'PROPERTY OF THE JANSSEN ESTATE, MR. HARRY JANSSEN.
 LC1861'
 LC1861'TO REACH FROM THE U.S. POST OFFICE IN FLANAGAN GO SOUTH ON S
 LC1861'MAIN ST FOR 0.4 MILE TO THE JUNCTION WITH STATE HIGHWAY 116.  TURN
 LC1861'RIGHT AND GO WEST ON STATE HIGHWAY 116 FOR 2.75 MILES TO A
 LC1861'CROSSROAD.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 1.15
 LC1861'MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 LC1861'ANGLE.  CONTINUE SOUTH ON PAVED ROAD FOR 0.7 MILE TO AN
 LC1861'ABANDONED FARM HOUSE AND A DRIVEWAY ON THE LEFT.  TURN LEFT
 LC1861'AND GO EAST FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 LC1861'
 LC1861'THE STATION MARK IS A STANDARD DISK STAMPED JANSSEN 1969, SET
 LC1861'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS 6 INCHES BELOW
 LC1861'THE GROUND SURFACE.  IT IS 89.5 FEET WEST OF THE NORTHEAST CORNER
 LC1861'OF A MACHINE SHED, 83.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 LC1861'OF A CORN CRIB AND 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LC1861'A BARN.
 LC1861'
 LC1861'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JANSSEN NO 1 1969,
 LC1861'SET FLUSH WITH THE GROUND SURFACE AND IN THE TOP OF A 12-INCH
 LC1861'CONCRETE CYLINDER.  IT IS 105 FEET SOUTH OF THE SOUTHWEST
 LC1861'CORNER OF THE BARN AND 1.2 FEET NORTH OF THE NORTHEAST CORNER
 LC1861'OF THE CORNCRIB.
 LC1861'
 LC1861'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JANSSEN NO 2 1969,
 LC1861'SET FLUSH WITH THE GROUND SURFACE AND IN THE TOP OF A 12-INCH
 LC1861'CONCRETE CYLINDER.  IT IS 58.2 FEET EAST-SOUTHEAST OF THE
 LC1861'NORTHEAST CORNER OF A HOUSE, 56 FEET WEST NORTHWEST OF THE
 LC1861'NORTHWEST CORNER OF THE BARN AND 2 FEET SOUTHEAST OF THE
 LC1861'SOUTHEAST CORNER OF A CONCRETE WELL COVER.
 LC1861'
 LC1861'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JANSSEN 1969, SET
 LC1861'FLUSH WITH THE GROUND SURFACE AND IN THE TOP OF A 12-INCH
 LC1861'CONCRETE CYLINDER.  IT IS 48 FEET WEST OF THE CENTER OF THE
 LC1861'PAVED ROAD, 25 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 2 FEET
 LC1861'EAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET
 LC1861'WEST OF A POWERLINE GUY POLE.
 LC1861'
 LC1861'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1557 ***********************************************************************
 NH1557  DESIGNATION -  JANSSEN
 NH1557  PID         -  NH1557
 NH1557  STATE/COUNTY-  IL/STEPHENSON
 NH1557  USGS QUAD   -  SHANNON (1983)
 NH1557
 NH1557                         *CURRENT SURVEY CONTROL
 NH1557  ___________________________________________________________________
 NH1557* NAD 83(1997)-  42 13 01.88096(N)    089 43 32.20649(W)     ADJUSTED  
 NH1557* NAVD 88     -       289.7    (meters)     950.     (feet)  GPS OBS   
 NH1557  ___________________________________________________________________
 NH1557  X           -      22,656.535 (meters)                     COMP
 NH1557  Y           -  -4,730,958.446 (meters)                     COMP
 NH1557  Z           -   4,263,673.506 (meters)                     COMP
 NH1557  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 NH1557  ELLIP HEIGHT-         256.58  (meters)          (12/06/04) GPS OBS
 NH1557  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NH1557
 NH1557  HORZ ORDER  -  FIRST
 NH1557  ELLP ORDER  -  FOURTH    CLASS I
 NH1557
 NH1557.The horizontal coordinates were established by GPS observations
 NH1557.and adjusted by the National Geodetic Survey in September 1998..
 NH1557
 NH1557.The orthometric height was determined by GPS observations and a
 NH1557.high-resolution geoid model.
 NH1557
 NH1557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1557
 NH1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1557
 NH1557.The ellipsoidal height was determined by GPS observations
 NH1557.and is referenced to NAD 83.
 NH1557
 NH1557.The geoid height was determined by GEOID03.
 NH1557
 NH1557;                    North         East     Units Scale Factor Converg.
 NH1557;SPC IL W     -   616,299.713   736,415.010   MT  0.99995749   +0 17 46.9
 NH1557;SPC IL W     - 2,021,976.64  2,416,054.91   sFT  0.99995749   +0 17 46.9
 NH1557;UTM  16      - 4,677,487.921   275,032.061   MT  1.00022277   -1 49 56.0
 NH1557
 NH1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1557!SPC IL W     -   0.99995976  x   0.99995749  =   0.99991725
 NH1557!UTM  16      -   0.99995976  x   1.00022277  =   1.00018252
 NH1557
 NH1557:                Primary Azimuth Mark                     Grid Az
 NH1557:SPC IL W     -  FREEPORT MUNICIPAL TANK                  039 49 53.5
 NH1557:UTM  16      -  FREEPORT MUNICIPAL TANK                  041 57 36.4
 NH1557
 NH1557|---------------------------------------------------------------------|
 NH1557| PID    Reference Object                     Distance      Geod. Az  |
 NH1557|                                                           dddmmss.s |
 NH1557| NH1541 FREEPORT MUNICIPAL TANK             APPROX.11.3 KM 0400740.4 |
 NH1557| NH1534 FREEPORT FIRST PRESB CH SPIRE       APPROX.12.3 KM 0432728.2 |
 NH1557| NH1529 FREEPORT STOVER MFG CO STACK        APPROX.13.6 KM 0434834.4 |
 NH1557| NH1531 FREEPORT ST JOSEPHS CH SPIRE        APPROX.12.2 KM 0452826.2 |
 NH1557| CI9811 JANSSEN RM 1                        153.851 METERS 04635     |
 NH1557| NH1537 FREEPORT ST JOHNS EVANG CH          APPROX.12.2 KM 0472705.3 |
 NH1557| NH1528 FREEPORT ILL CEN RR SHOPS STK       APPROX.13.2 KM 0485216.5 |
 NH1557| NH1532 FREEPORT ST VIN ORPHANAGE STK       APPROX.12.3 KM 0525754.2 |
 NH1557| NH1510 GERMAN VALLEY CHRIS REFORM CH       APPROX.22.4 KM 0860835.9 |
 NH1557| NH1512 SILVER CREEK REFORMED CH SPIRE      APPROX.19.2 KM 0915741.9 |
 NH1557| NH1553 FORRESTON MUNICIPAL TANK            APPROX.16.0 KM 1314653.8 |
 NH1557| CI9812 JANSSEN RM 2                        116.699 METERS 13347     |
 NH1557| CI9813 JANSSEN RM 3                         83.261 METERS 18224     |
 NH1557| NH1559 SHANNON MUNICIPAL TANK              APPROX. 7.6 KM 1882035.7 |
 NH1557| CI9810 JANSSEN AZ MK                                      3450727.6 |
 NH1557|---------------------------------------------------------------------|
 NH1557
 NH1557                          SUPERSEDED SURVEY CONTROL
 NH1557
 NH1557  ELLIP H (09/15/98)  256.65   (m)                       GP(       ) 3 1
 NH1557  NAD 83(1986)-  42 13 01.88220(N)    089 43 32.20735(W) AD(       ) 1
 NH1557  NAD 27      -  42 13 01.80200(N)    089 43 31.79000(W) AD(       ) 1
 NH1557
 NH1557.Superseded values are not recommended for survey control.
 NH1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1557.See file dsdata.txt to determine how the superseded data were derived.
 NH1557
 NH1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM7503277488(NAD 83)
 NH1557_MARKER: DS = TRIANGULATION STATION DISK
 NH1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1557_PROJECTION: FLUSH
 NH1557_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NH1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH1557+STABILITY: SURFACE MOTION
 NH1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1557+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2003
 NH1557
 NH1557  HISTORY     - Date     Condition        Report By
 NH1557  HISTORY     - 1935     MONUMENTED       CGS
 NH1557  HISTORY     - 1970     GOOD             ALSTER
 NH1557  HISTORY     - 1970     GOOD             NGS
 NH1557  HISTORY     - 19960816 GOOD             SECI
 NH1557  HISTORY     - 19960930 MARK NOT FOUND   USPSQD
 NH1557  HISTORY     - 20011210 MARK NOT FOUND   USPSQD
 NH1557  HISTORY     - 20030615 GOOD             FGRAH
 NH1557
 NH1557                          STATION DESCRIPTION
 NH1557
 NH1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1557'THIS STATION IS ABOUT 8 MILES AIRLINE SOUTHWEST OF FREEPORT.
 NH1557'ON LAND OWNED BY THE LUCY BARIN ESTATE AND FARMED BY PETER
 NH1557'JANSSEN.  IN THE SOUTHWEST 1/4 OF SEC. 29 T 26 N R 7 E.  THE
 NH1557'STATION MARK IS AT THE HIGHEST POINT ON NORTH END OF RIDGE
 NH1557'IN FIELD.  0.1 MILE EAST OF NORTH AND SOUTH GRAVEL ROAD AND
 NH1557'0.3 MILE SOUTH OF EAST AND WEST GRAVEL ROAD.  277 FEET NORTH
 NH1557'OF HEDGE FENCE LINE AT SOUTH SIDE OF FIELD.  THE MARK IS
 NH1557'12 INCHES UNDERGROUND.
 NH1557'
 NH1557'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1557'TABLETS SET IN CONCRETE.
 NH1557'
 NH1557'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AT NORTH SIDE
 NH1557'OF FIELD.  1 FOOT SOUTH OF FENCE LINE.  THE MARK PROJECTS 8
 NH1557'INCHES.
 NH1557'
 NH1557'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AT SOUTH
 NH1557'SIDE OF FIELD.  1 FOOT NORTH OF HEDGE FENCE LINE.  THE MARK
 NH1557'PROJECTS 8 INCHES.  THE DISTANCE BETWEEN THE REFERENCE MARKS IS
 NH1557'618.50 FEET.
 NH1557'
 NH1557'THE AZIMUTH MARK IS NORTH NORTHWEST OF THE STATION AT WEST SIDE
 NH1557'OF NORTH AND SOUTH GRAVEL ROAD.  0.15 MILE NORTH OF CROSS ROADS.
 NH1557'28 FEET WEST OF CENTER-LINE OF ROAD.  2 FEET EAST OF FENCE LINE.
 NH1557'THE MARK PROJECTS 6 INCHES.
 NH1557'
 NH1557'TO REACH THE STATION FROM THE JUNCTION OF U.S. 20 AND ILLINOIS
 NH1557'26 IN FREEPORT GO SOUTH ON ILLINOIS 26 3.8 MILES TO GRAVEL
 NH1557'ROAD WEST.  THENCE WEST AND SOUTH ON WINDING GRAVEL ROAD 1.3
 NH1557'MILES TO CROSS ROADS.  THENCE SOUTH 1.0 MILE TO CROSS ROADS.
 NH1557'THENCE WEST 0.5 MILE TO T INTERSECTION.  GO SOUTH 1.5 MILE TO
 NH1557'SMALL VILLAGE OF FLORENCE STATION.  FROM FLORENCE STATION GO
 NH1557'WEST ON GRAVEL ROAD 1.0 MILE TO T INTERSECTION.  THENCE NORTH
 NH1557'0.5 MILE TO T INTERSECTION.  THENCE WEST 2.5 MILES TO CROSS
 NH1557'ROADS.  TURN SOUTH (LEFT) AND GO 0.3 MILE TO EAST AND WEST
 NH1557'HEDGE FENCE ON EAST SIDE OF ROAD.  STATION IS ABOUT 0.1 MILE
 NH1557'NORTHEAST AT HIGHEST POINT OF RIDGE.
 NH1557'
 NH1557'A 100-FOOT SIGNAL AT STUKENBERG IS VISIBLE AT THE GROUND.
 NH1557'
 NH1557'A 100-FOOT SIGNAL AT TREI IS VISIBLE AT THE GROUND.
 NH1557'
 NH1557'A 100-FOOT SIGNAL AT BYERS IS VISIBLE AT THE GROUND.
 NH1557'
 NH1557'A 100-FOOT SIGNAL AT DAMASCUS IS VISIBLE AT THE GROUND.
 NH1557'
 NH1557'A 100-FOOT SIGNAL AT FREEPORT IS VISIBLE AT 50 FEET.
 NH1557'
 NH1557'A 100-FOOT SIGNAL AT TAYLOR IS VISIBLE AT THE GROUND.
 NH1557
 NH1557                          STATION RECOVERY (1970)
 NH1557
 NH1557'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1970 (LOC)
 NH1557'JANSSEN 1935-GOOD
 NH1557'
 NH1557'JANSSEN NO 1 1935-GOOD IN CULTIVATED FIELD, NO FENCE
 NH1557'
 NH1557'JANSSEN NO 2 1935-GOOD 0.4 FT ABOVE GROUND NOT 8 IN
 NH1557'
 NH1557'AZ MARK-NOT RECOVERED
 NH1557'
 NH1557'AZ MARK NOT FOUND, ROAD WIDENED AND NEW DITCH LINE, NO GOOD
 NH1557'REFERENCES - IT IS ASSUMED DESTROYED-NOTE--MR. WAYNE SWALVE,
 NH1557'SHANNON, ILLINOIS 61078 PHONE 864-2268, WISHES R.M. 1 BE MOVED
 NH1557'FROM THE MIDDLE OF CULTIVATED FIELD AT YOUR EARLIEST CONVIENCE
 NH1557
 NH1557                          STATION RECOVERY (1970)
 NH1557
 NH1557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1557'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 NH1557'MARK WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO THE
 NH1557'REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 2 WAS
 NH1557'FOUND TO BE SHORTER BY 0.13 OF A FOOT.  NO ATTEMPT WAS MADE TO
 NH1557'MEASURE TO REFERENCE MARK 1 AND IT WAS DESTROYED AT THE REQUEST
 NH1557'OF THE PROPERTY OWNER TO CLEAR THE AREA FOR CULTIVATION.
 NH1557'REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS--
 NH1557'
 NH1557'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SEC. 29-T-26-N,
 NH1557'R-7-E, ON THE HIGHEST POINT OF THE NORTH END OF A RIDGE IN A
 NH1557'CULTIVATED FIELD OWNED BY MR. WAYNE SWALVE, 273 FEET NORTH OF
 NH1557'A FENCE AND A METAL WITNESS POST, 384 FEET NORTHWEST OF A
 NH1557'METAL WITNESS POST AND 350 FEET EAST OF A FENCE CORNER AT THE
 NH1557'SOUTHEAST CORNER OF A SMALL ABANDONED STONE QUARRY.  THE
 NH1557'MONUMENT IS 1 FOOT UNDERGROUND AND THE DISK IS STAMPED JANSSEN
 NH1557'1935.
 NH1557'
 NH1557'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH AND WEST
 NH1557'STREETS AT THE SOUTH EDGE OF FREEPORT, GO SOUTH ON WEST
 NH1557'STREET (STATE HIGHWAY 26) FOR 4.6 MILES TO A CROSSROAD.  TURN
 NH1557'RIGHT AND GO WEST ON FLORENCE ROAD FOR 1.6 MILES TO THE FLORENCE
 NH1557'UNITED METHODIST CHURCH ON THE LEFT IN THE SMALL SETTLEMENT
 NH1557'OF FLORENCE STATION.  CONTINUE WEST ON FLORENCE ROAD FOR 3.85
 NH1557'MILES TO THE INTERSECTION OF SHANNON ROAD.  TURN LEFT AND GO
 NH1557'SOUTH ON SHANNON ROAD FOR 0.15 MILE TO AN ABANDONED STONE
 NH1557'QUARRY ON THE LEFT AND THE STATION AS DESCRIBED.
 NH1557'
 NH1557'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF FLORENCE
 NH1557'AND SHANNON ROADS, GO NORTH ON SHANNON ROAD FOR 0.2 MILE TO
 NH1557'THE MARK ON THE LEFT.
 NH1557'
 NH1557'REFERENCE MARK 2 IS 1 FOOT WEST OF A METAL WITNESS POST, SET IN
 NH1557'AN EAST-WEST PROPERTY LINE FENCE ABOUT 6 FEET LOWER IN ELEVATION
 NH1557'THAN THE STATION MARK.  THE MONUMENT PROJECTS 6 INCHES AND THE
 NH1557'DISK IS STAMPED JANSSEN NO 2 1935.
 NH1557'
 NH1557'REFERENCE MARK 3 IS IN THE FENCE LINE, 1 FOOT EAST OF A METAL
 NH1557'WITNESS POST, 66 FEET EAST OF A 16 INCH TREE AND ABOUT 20 FEET
 NH1557'LOWER IN ELEVATION THAN THE STATION MARK.  THE MONUMENT
 NH1557'PROJECTS 3 INCHES AND THE DISK IS STAMPED JANSSEN 1935 NO 3 1970.
 NH1557'
 NH1557'THE AZIMUTH MARK IS 11 FEET EAST OF A FENCE, 136 FEET SOUTH OF
 NH1557'A TELEPHONE POLE, 1 FOOT NORTH OF A METAL WITNESS POST AND 28
 NH1557'FEET WEST OF THE CENTERLINE OF SHANNON ROAD.  THE MONUMENT IS
 NH1557'FLUSH AND THE DISK IS STAMPED JANNSEN 1935 AZIMUTH.
 NH1557'
 NH1557'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1557'
 NH1557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 NH1557'MILES SOUTHWEST OF FREEPORT.
 NH1557
 NH1557                          STATION RECOVERY (1996)
 NH1557
 NH1557'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NH1557'RECOVERED AS DESCRIBED.
 NH1557
 NH1557                          STATION RECOVERY (1996)
 NH1557
 NH1557'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1557'MARK NOT FOUND.
 NH1557
 NH1557                          STATION RECOVERY (2001)
 NH1557
 NH1557'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1557'RM 1, RM 2,RM 3,AND AZ MARK WERE NOT FOUND
 NH1557
 NH1557                          STATION RECOVERY (2003)
 NH1557
 NH1557'RECOVERY NOTE BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 NH1557'THE STATION WAS RECOVERED 12 INCHES BELOW GRADE.  RM 2, RM 3 WERE ALSO
 NH1557'RECOVERED AS EARLIER DESCRIBED IN 1970.  THE AZIMUTH MARK WAS NOT
 NH1557'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI7595 ***********************************************************************
 CI7595  DESIGNATION -  JANSSEN AZ MK
 CI7595  PID         -  CI7595
 CI7595  STATE/COUNTY-  IL/LIVINGSTON
 CI7595  USGS QUAD   -  FLANAGAN SW (1983)
 CI7595
 CI7595                         *CURRENT SURVEY CONTROL
 CI7595  ___________________________________________________________________
 CI7595* NAD 83(1997)-  40 51 19.44653(N)    088 54 40.82227(W)     ADJUSTED  
 CI7595* NAVD 88     -       220.9    (meters)     725.     (feet)  GPS OBS   
 CI7595  ___________________________________________________________________
 CI7595  X           -      91,791.719 (meters)                     COMP
 CI7595  Y           -  -4,830,381.257 (meters)                     COMP
 CI7595  Z           -   4,150,414.160 (meters)                     COMP
 CI7595  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CI7595  ELLIP HEIGHT-         188.58  (meters)          (02/03/05) GPS OBS
 CI7595  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 CI7595
 CI7595  HORZ ORDER  -  FIRST
 CI7595  ELLP ORDER  -  FOURTH    CLASS II
 CI7595
 CI7595.The horizontal coordinates were established by GPS observations
 CI7595.and adjusted by the AMERICAN SURVEYING in March 2003..
 CI7595
 CI7595.The orthometric height was determined by GPS observations and a
 CI7595.high-resolution geoid model.
 CI7595
 CI7595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI7595
 CI7595.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI7595
 CI7595.The ellipsoidal height was determined by GPS observations
 CI7595.and is referenced to NAD 83.
 CI7595
 CI7595.The geoid height was determined by GEOID03.
 CI7595
 CI7595;                    North         East     Units Scale Factor Converg.
 CI7595;SPC IL E     -   465,145.018   251,264.316   MT  1.00000422   -0 22 41.2
 CI7595;SPC IL E     - 1,526,063.28    824,356.34   sFT  1.00000422   -0 22 41.2
 CI7595;UTM  16      - 4,524,463.625   338,898.263   MT  0.99991945   -1 15 02.1
 CI7595
 CI7595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI7595!SPC IL E     -   0.99997042  x   1.00000422  =   0.99997464
 CI7595!UTM  16      -   0.99997042  x   0.99991945  =   0.99988987
 CI7595
 CI7595                          SUPERSEDED SURVEY CONTROL
 CI7595
 CI7595  ELLIP H (03/04/03)  188.59   (m)                       GP(       ) 4 2
 CI7595
 CI7595.Superseded values are not recommended for survey control.
 CI7595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI7595.See file dsdata.txt to determine how the superseded data were derived.
 CI7595
 CI7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3889824464(NAD 83)
 CI7595_MARKER: DZ = AZIMUTH MARK DISK
 CI7595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI7595_STAMPING: JANSSEN 1969
 CI7595_MARK LOGO: CGS   
 CI7595_PROJECTION: FLUSH
 CI7595_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI7595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI7595+STABILITY: SURFACE MOTION
 CI7595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI7595+SATELLITE: SATELLITE OBSERVATIONS - 2001
 CI7595
 CI7595  HISTORY     - Date     Condition        Report By
 CI7595  HISTORY     - 1969     MONUMENTED       CGS
 CI7595  HISTORY     - 2001     GOOD             ASCPC
 CI7595
 CI7595                          STATION DESCRIPTION
 CI7595
 CI7595'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 CI7595'FROM THE INTERSECTION OF IL 116 AND IL 251, GO EAST ON IL 116 FOR 6.25
 CI7595'MILES TO TWP ROAD 100
 CI7595'FEET EAST, GO SOUTH (RIGHT) 1.0 MILES TO 1600 NORTH STATION IS IN
 CI7595'SOUTHWEST QUAD OF
 CI7595'INTERSECTION 24 FEET SOUTH IF 1600 NORTH 49 FEET WEST IF 100 EAST.
 CI7595'*STAMPED- JANSSEN 1969 IN CONCRETE SQUARE
 CI7595' 
 CI7595' 
 CI7595' 
 CI7595'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0063 ***********************************************************************
 LC0063  DESIGNATION -  JANSSEN RM 1
 LC0063  PID         -  LC0063
 LC0063  STATE/COUNTY-  IL/IROQUOIS
 LC0063  USGS QUAD   -  BUCKLEY (1986)
 LC0063
 LC0063                         *CURRENT SURVEY CONTROL
 LC0063  ___________________________________________________________________
 LC0063* NAD 83(1986)-  40 34 27.     (N)    088 02 43.     (W)     SCALED    
 LC0063* NAVD 88     -       215.963  (meters)     708.54   (feet)  ADJUSTED  
 LC0063  ___________________________________________________________________
 LC0063  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LC0063  DYNAMIC HT  -         215.863 (meters)     708.21  (feet)  COMP
 LC0063  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LC0063
 LC0063  VERT ORDER  -  SECOND    CLASS 0
 LC0063
 LC0063.The horizontal coordinates were scaled from a topographic map and have
 LC0063.an estimated accuracy of +/- 6 seconds.
 LC0063
 LC0063.The orthometric height was determined by differential leveling
 LC0063.and adjusted by the National Geodetic Survey in June 1991..
 LC0063
 LC0063.The geoid height was determined by GEOID03.
 LC0063
 LC0063.The dynamic height is computed by dividing the NAVD 88
 LC0063.geopotential number by the normal gravity value computed on the
 LC0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0063.degrees latitude (g = 980.6199 gals.).
 LC0063
 LC0063.The modeled gravity was interpolated from observed gravity values.
 LC0063
 LC0063;                    North         East    Units  Estimated Accuracy
 LC0063;SPC IL E     -   433,790.      324,390.      MT  (+/- 180 meters Scaled)
 LC0063
 LC0063                          SUPERSEDED SURVEY CONTROL
 LC0063
 LC0063  NGVD 29 (??/??/92)  216.027  (m)          708.75   (f) ADJ UNCH    2 0
 LC0063
 LC0063.Superseded values are not recommended for survey control.
 LC0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0063.See file dsdata.txt to determine how the superseded data were derived.
 LC0063
 LC0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK115920(NAD 83)
 LC0063_MARKER: DR = REFERENCE MARK DISK
 LC0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0063_STAMPING: JANSSEN NO 1 1959
 LC0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0063+STABILITY: SURFACE MOTION
 LC0063
 LC0063  HISTORY     - Date     Condition        Report By
 LC0063  HISTORY     - 1959     MONUMENTED       CGS
 LC0063
 LC0063                          STATION DESCRIPTION
 LC0063
 LC0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0063'1.9 MI S FROM BUCKLEY.
 LC0063'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0063'AT BUCKLEY, THENCE 0.15 MILES EAST ALONG A FARM ROAD TO A
 LC0063'FARM HOUSE AND BUILDINGS, 11 FEET SOUTH OF THE CENTER LINE OF
 LC0063'THE FARM ROAD, 154 FEET WEST OF THE WEST END OF A LOW WHITE
 LC0063'BARN, 79.5 FEET NORTHWEST OF TRIANGULATION STATION JANSSEN,
 LC0063'ABOUT 1 FOOT BELOW THE LEVEL OF THE FARM ROAD AND SET IN THE
 LC0063'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0065 ***********************************************************************
 LC0065  DESIGNATION -  JANSSEN RM 2
 LC0065  PID         -  LC0065
 LC0065  STATE/COUNTY-  IL/IROQUOIS
 LC0065  USGS QUAD   -  BUCKLEY (1986)
 LC0065
 LC0065                         *CURRENT SURVEY CONTROL
 LC0065  ___________________________________________________________________
 LC0065* NAD 83(1986)-  40 34 27.     (N)    088 02 43.     (W)     SCALED    
 LC0065* NAVD 88     -       215.320  (meters)     706.43   (feet)  ADJUSTED  
 LC0065  ___________________________________________________________________
 LC0065  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LC0065  DYNAMIC HT  -         215.220 (meters)     706.10  (feet)  COMP
 LC0065  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LC0065
 LC0065  VERT ORDER  -  SECOND    CLASS 0
 LC0065
 LC0065.The horizontal coordinates were scaled from a topographic map and have
 LC0065.an estimated accuracy of +/- 6 seconds.
 LC0065
 LC0065.The orthometric height was determined by differential leveling
 LC0065.and adjusted by the National Geodetic Survey in June 1991..
 LC0065
 LC0065.The geoid height was determined by GEOID03.
 LC0065
 LC0065.The dynamic height is computed by dividing the NAVD 88
 LC0065.geopotential number by the normal gravity value computed on the
 LC0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0065.degrees latitude (g = 980.6199 gals.).
 LC0065
 LC0065.The modeled gravity was interpolated from observed gravity values.
 LC0065
 LC0065;                    North         East    Units  Estimated Accuracy
 LC0065;SPC IL E     -   433,790.      324,390.      MT  (+/- 180 meters Scaled)
 LC0065
 LC0065                          SUPERSEDED SURVEY CONTROL
 LC0065
 LC0065  NGVD 29 (??/??/92)  215.383  (m)          706.64   (f) ADJ UNCH    2 0
 LC0065
 LC0065.Superseded values are not recommended for survey control.
 LC0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0065.See file dsdata.txt to determine how the superseded data were derived.
 LC0065
 LC0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK115920(NAD 83)
 LC0065_MARKER: DR = REFERENCE MARK DISK
 LC0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0065_STAMPING: JANSSEN NO 2 1959
 LC0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0065+STABILITY: SURFACE MOTION
 LC0065
 LC0065  HISTORY     - Date     Condition        Report By
 LC0065  HISTORY     - 1959     MONUMENTED       CGS
 LC0065
 LC0065                          STATION DESCRIPTION
 LC0065
 LC0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0065'1.9 MI S FROM BUCKLEY.
 LC0065'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0065'AT BUCKLEY, THENCE 0.15 MILES EAST ALONG A FARM ROAD TO A FARM
 LC0065'HOUSE AND BUILDINGS, 20 FEET WEST OF THE CENTER LINE OF THE
 LC0065'FARM ROAD, 1 1/2 FEET NORTH OF THE NORTH END OF A SMALL RED
 LC0065'TOOL SHED, 2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LC0065'TOOL SHED, 55 1/2 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 LC0065'OF THE FARM HOUSE, 154.3 FEET SOUTH-SOUTHEAST OF TRIANGULATION
 LC0065'STATION JANSSEN, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE FARM ROAD
 LC0065'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1704 ***********************************************************************
 JB1704  DESIGNATION -  JASPER
 JB1704  PID         -  JB1704
 JB1704  STATE/COUNTY-  IL/WAYNE
 JB1704  USGS QUAD   -  FAIRFIELD (1971)
 JB1704
 JB1704                         *CURRENT SURVEY CONTROL
 JB1704  ___________________________________________________________________
 JB1704* NAD 83(1997)-  38 24 32.40005(N)    088 20 23.27695(W)     ADJUSTED  
 JB1704* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 JB1704  ___________________________________________________________________
 JB1704  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JB1704  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB1704
 JB1704  HORZ ORDER  -  SECOND
 JB1704
 JB1704.The horizontal coordinates were established by classical geodetic methods
 JB1704.and adjusted by the National Geodetic Survey in October 1999..
 JB1704
 JB1704.The orthometric height was scaled from a topographic map.
 JB1704
 JB1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1704
 JB1704.The geoid height was determined by GEOID03.
 JB1704
 JB1704;                    North         East     Units Scale Factor Converg.
 JB1704;SPC IL E     -   193,372.882   299,435.274   MT  0.99997500   -0 00 14.5
 JB1704;SPC IL E     -   634,424.20    982,397.23   sFT  0.99997500   -0 00 14.5
 JB1704;UTM  16      - 4,252,045.798   383,023.066   MT  0.99976851   -0 49 56.9
 JB1704
 JB1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1704!SPC IL E     -   0.99997941  x   0.99997500  =   0.99995441
 JB1704!UTM  16      -   0.99997941  x   0.99976851  =   0.99974793
 JB1704
 JB1704|---------------------------------------------------------------------|
 JB1704| PID    Reference Object                     Distance      Geod. Az  |
 JB1704|                                                           dddmmss.s |
 JB1704| CI3942 JASPER RM 1                          28.262 METERS 04431     |
 JB1704| JB1703 FAIRFIELD RAD STA WFIW MAST         APPROX. 3.4 KM 1594637.1 |
 JB1704| JB1711 FAIRFIELD AIRTEX CO WATER TANK      APPROX. 4.6 KM 2144002.6 |
 JB1704| JB1706 FAIRFIELD EAST MUNICIPAL TANK       APPROX. 3.9 KM 2153622.9 |
 JB1704| JB1705 FAIRFIELD WEST MUNICIPAL TANK       APPROX. 3.9 KM 2161645.0 |
 JB1704| JB1701 FAIRFIELD CITY STACK                APPROX. 3.9 KM 2165023.2 |
 JB1704| JB1716 FAIRFIELD RAD STA KSA 238 MAST      APPROX. 4.9 KM 2295607.6 |
 JB1704| JB1714 AIRPORT BEACON FAIRFIELD APT        APPROX. 6.6 KM 2421423.0 |
 JB1704| CI3944 JASPER RM 3                         114.514 METERS 27806     |
 JB1704| JB1713 DRY                                 APPROX.13.7 KM 2940134.6 |
 JB1704| CI3943 JASPER RM 2                          23.693 METERS 33426     |
 JB1704|---------------------------------------------------------------------|
 JB1704
 JB1704                          SUPERSEDED SURVEY CONTROL
 JB1704
 JB1704  NAD 83(1997)-  38 24 32.40440(N)    088 20 23.27455(W) AD(       ) 2
 JB1704  NAD 83(1997)-  38 24 32.41229(N)    088 20 23.27555(W) AD(       ) 2
 JB1704  NAD 83(1986)-  38 24 32.41301(N)    088 20 23.27611(W) AD(       ) 2
 JB1704  NAD 27      -  38 24 32.23809(N)    088 20 23.11141(W) AD(       ) 2
 JB1704
 JB1704.Superseded values are not recommended for survey control.
 JB1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1704.See file dsdata.txt to determine how the superseded data were derived.
 JB1704
 JB1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8302352046(NAD 83)
 JB1704_MARKER: DS = TRIANGULATION STATION DISK
 JB1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1704
 JB1704  HISTORY     - Date     Condition        Report By
 JB1704  HISTORY     - 1961     MONUMENTED       CGS
 JB1704  HISTORY     - 1970     GOOD             ILDT
 JB1704
 JB1704                          STATION DESCRIPTION
 JB1704
 JB1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1704'THE STATION IS ABOUT 2.5 MILES NORTHEAST OF FAIRFIELD, ABOUT 2 MILES
 JB1704'NORTH OF STATE HIGHWAY 15,
 JB1704'NEAR THE CENTER OF SEC 29, T 1 S, R 8 E, AND ON THE
 JB1704'PROPERTY OF MELVIN A MATTHEWS.  IT
 JB1704'IS 50 FEET SOUTH OF A POWER POLE,
 JB1704'43 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BASE OF
 JB1704'AN OIL WELL PUMP,
 JB1704'34 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JB1704'GARAGE AND 5 FEET WEST OF A WITNESS
 JB1704'POST.  THE MONUMENT PROJECTS 2
 JB1704'INCHES AND THE DISK IS STAMPED JASPER 1961.
 JB1704'
 JB1704'TO REACH FROM THE NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN
 JB1704'FAIRFIELD, GO NORTH ON
 JB1704'NORHTEAST FOURTH STREET FOR 0.1 MILE TO A SIDE STREET RIGHT.
 JB1704'TURN RIGHT AND GO EAST ON
 JB1704'WASHINGTON STREET FOR 0.15 MILE TO A SMALL
 JB1704'BRIDGE.  CROSS THE BRIDGE, TURN LEFT, AND GO
 JB1704'NORTH ON A PAVED ROAD
 JB1704'FOR 0.05 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO
 JB1704'NORTHEASTERLY ON
 JB1704'THE PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JB1704'NORTH ON A GRAVELED
 JB1704'ROAD FOR 1.75 MILES TO A SIDE ROAD RIGHT.  TURN
 JB1704'RIGHT AND GO EAST ON A GRAVELED ROAD
 JB1704'FOR 0.5 MILE TO A DIM ROAD LEFT
 JB1704'JUST BEFORE REACHING A HOUSE ON THE LEFT.  TURN LEFT
 JB1704'AND GO NORTH ON
 JB1704'THE DIM ROAD FOR 0.05 MILE TO AN OIL WELL PUMP AND THE STATION ON THE
 JB1704'RIGHT.
 JB1704'
 JB1704'REFERENCE MARK 1 IS 66 FEET EAST OF THE POWER POLE AND 13 FEET NORTH
 JB1704'OF A POWER LINE.  THE
 JB1704'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED JASPER NO 1 1961.
 JB1704'
 JB1704'REFERENCE MARK 2 IS 40 FEET NORTHWEST OF THE POWER POLE AND 30 FEET
 JB1704'NORTH OF THE NORTH SIDE
 JB1704'OF THE OIL WELL PUMP.  THE MONUMENT PROJECTS 5 INCHES
 JB1704'AND THE DISK IS STAMPED JASPER NO 2 1961.
 JB1704'
 JB1704'REFERENCE MARK 3 IS SET IN A BRUSH COVERED FENCE ROW, 8 FEET NORTH OF
 JB1704'THE CENTERLINE OF A
 JB1704'TRACK ROAD AND 1 FOOT SOUTH OF A WITNESS POST.  THE
 JB1704'MONUMENT PROJECTS 4 INCHES AND THE
 JB1704'DISK IS STAMPED JASPER NO 3 1961.
 JB1704'
 JB1704'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JB1704
 JB1704                          STATION RECOVERY (1970)
 JB1704
 JB1704'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DRR)
 JB1704'JASPER 1961 RECOVERED GOOD.
 JB1704'
 JB1704'JASPER NO 1 1961 RECOVERED GOOD.
 JB1704'
 JB1704'JASPER NO 2 1961 RECOVERED GOOD.
 JB1704'
 JB1704'JASPER NO 3 1961 RECOVERED GOOD.
 JB1704'
 JB1704'STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING
 JB1704'CHANGES--
 JB1704'1) ALL POWER POLES USED AS TIES HAVE BEEN REMOVED.  2) OIL WELL
 JB1704'PUMP AND BASE HAS BEEN REMOVED.  WITNESS POST AT STATION AND R.M.
 JB1704'NO. 3 REMAIN.  AND GARAGE IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0583 ***********************************************************************
 MF0583  DESIGNATION -  JASPER 2
 MF0583  PID         -  MF0583
 MF0583  STATE/COUNTY-  IL/LEE
 MF0583  USGS QUAD   -  COMPTON (1993)
 MF0583
 MF0583                         *CURRENT SURVEY CONTROL
 MF0583  ___________________________________________________________________
 MF0583* NAD 83(1997)-  41 43 03.90882(N)    089 01 42.06414(W)     ADJUSTED  
 MF0583* NAVD 88     -       265.604  (meters)     871.40   (feet)  ADJUSTED  
 MF0583  ___________________________________________________________________
 MF0583  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 MF0583  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0583  DYNAMIC HT  -         265.503 (meters)     871.07  (feet)  COMP
 MF0583  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 MF0583
 MF0583  HORZ ORDER  -  THIRD
 MF0583  VERT ORDER  -  FIRST     CLASS I
 MF0583
 MF0583.The horizontal coordinates were established by classical geodetic methods
 MF0583.and adjusted by the National Geodetic Survey in October 1999..
 MF0583
 MF0583.The orthometric height was determined by differential leveling
 MF0583.and adjusted by the National Geodetic Survey in June 1991..
 MF0583
 MF0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0583
 MF0583.The geoid height was determined by GEOID03.
 MF0583
 MF0583.The dynamic height is computed by dividing the NAVD 88
 MF0583.geopotential number by the normal gravity value computed on the
 MF0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0583.degrees latitude (g = 980.6199 gals.).
 MF0583
 MF0583.The modeled gravity was interpolated from observed gravity values.
 MF0583
 MF0583;                    North         East     Units Scale Factor Converg.
 MF0583;SPC IL W     -   561,361.232   794,721.073   MT  1.00005155   +0 45 27.2
 MF0583;SPC IL W     - 1,841,732.64  2,607,347.39   sFT  1.00005155   +0 45 27.2
 MF0583;SPC IL E     -   560,987.441   242,164.766   MT  1.00001615   -0 27 45.1
 MF0583;SPC IL E     - 1,840,506.30    794,502.24   sFT  1.00001615   -0 27 45.1
 MF0583;UTM  16      - 4,620,427.283   331,272.407   MT  0.99995034   -1 21 00.4
 MF0583
 MF0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0583!SPC IL W     -   0.99996352  x   1.00005155  =   1.00001507
 MF0583!SPC IL E     -   0.99996352  x   1.00001615  =   0.99997967
 MF0583!UTM  16      -   0.99996352  x   0.99995034  =   0.99991386
 MF0583
 MF0583|---------------------------------------------------------------------|
 MF0583| PID    Reference Object                     Distance      Geod. Az  |
 MF0583|                                                           dddmmss.s |
 MF0583| MF0582 JASPER                               18.167 METERS 01312     |
 MF0583| MF0581 JASPER 2 RM 2                        27.340 METERS 01932     |
 MF0583| MF0584 JASPER 2 RM 3                        24.539 METERS 19952     |
 MF0583| MF0585 JASPER 2 AZ MK                                     2550528.0 |
 MF0583|---------------------------------------------------------------------|
 MF0583
 MF0583                          SUPERSEDED SURVEY CONTROL
 MF0583
 MF0583  NAD 83(1997)-  41 43 03.91000(N)    089 01 42.06677(W) AD(       ) 3
 MF0583  NAD 83(1986)-  41 43 03.91256(N)    089 01 42.06893(W) AD(       ) 3
 MF0583  NAD 27      -  41 43 03.80470(N)    089 01 41.74390(W) AD(       ) 3
 MF0583  NGVD 29 (??/??/92)  265.637  (m)          871.51   (f) ADJ UNCH    1 1
 MF0583
 MF0583.Superseded values are not recommended for survey control.
 MF0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0583.See file dsdata.txt to determine how the superseded data were derived.
 MF0583
 MF0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3127220427(NAD 83)
 MF0583_MARKER: DS = TRIANGULATION STATION DISK
 MF0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0583_STAMPING: JASPER 2 1954
 MF0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0583+STABILITY: SURFACE MOTION
 MF0583
 MF0583  HISTORY     - Date     Condition        Report By
 MF0583  HISTORY     - 1954     MONUMENTED       CGS
 MF0583  HISTORY     - 1969     GOOD             CGS
 MF0583  HISTORY     - 1969     GOOD             NGS
 MF0583  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0583  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0583  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0583
 MF0583                          STATION DESCRIPTION
 MF0583
 MF0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0583'STATION IS LOCATED ON THE EAST SIDE OF THE CHICAGO, MILWAUKEE AND
 MF0583'ST. PAUL RAILROAD TRACKS ABOUT 3 MILES NORTHEAST OF COMPTON AND
 MF0583'ABOUT 3 MILES NORTHWEST OF PAW PAW.  IT IS 46 FEET EAST OF THE
 MF0583'EAST RAIL OF THE RAILROAD TRACKS, 3 FEET SOUTHWEST OF A WHITE
 MF0583'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH
 MF0583'AND THE DISK IS STAMPED JASPER 2 1954.
 MF0583'
 MF0583'REFERENCE MARK NO. 2 IS 46 FEET EAST OF THE EAST RAIL AND 1
 MF0583'FOOT WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 3 INCHES AND
 MF0583'THE DISK IS STAMPED JASPER 2 NO 2 1954.
 MF0583'
 MF0583'REFERENCE MARK NO. 3 IS 46 FEET EAST OF THE EAST RAIL AND 1
 MF0583'FOOT WEST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MF0583'STAMPED JASPER 2 NO 3 1954.
 MF0583'
 MF0583'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 MF0583'2 FEET NORTHEAST OF A WHITE WITNESS POST, 2 FEET NORTHWEST
 MF0583'OF A POWER POLE AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 MF0583'ABOUT 2 INCHES AND THE DISK IS STAMPED JASPER 2 1954.
 MF0583'
 MF0583'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND
 MF0583'51 ABOUT 5 MILES NORTH OF COMPTON, GO SOUTH ON HIGHWAY 51 FOR
 MF0583'3.0 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO EAST ON GRAVEL
 MF0583'ROAD FOR 2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MF0583'CONTINUE EAST ON THE GRAVEL ROAD FOR 0.35 MILE TO THE RAILROAD
 MF0583'CROSSING AND A GATE INTO FIELD ON THE EAST SIDE OF TRACKS.
 MF0583'TURN LEFT THROUGH GATE AND GO NORTH ALONG THE EAST SIDE OF
 MF0583'FENCE FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 MF0583'
 MF0583'(NOTE) THIS STATION REPLACES JASPER 1920 WHICH WAS IN AN
 MF0583'UNDESIRABLE LOCATION AND WAS DESTROYED BY THIS PARTY.
 MF0583'
 MF0583'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF0583
 MF0583                          STATION RECOVERY (1969)
 MF0583
 MF0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0583'THE STATION MARK, STAMPED JASPER 2 1954 IS ABOUT 13.0 MILES
 MF0583'NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0583'RAILROAD FROM THE RAILROAD STATION AT MENDOTA, OR ABOUT 5.55
 MF0583'MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0583'FROM THE STATION AT ROCHELLE, THENCE 9.5 MILES SOUTH ALONG
 MF0583'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 393
 MF0583'YARDS SOUTH OF MILEPOST 56, 175 YARDS NORTH-NORTHEAST OF THE
 MF0583'CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 46
 MF0583'FEET EAST OF THE EAST RAIL, ON THE OUTSIDE OF A CURVE IN THE
 MF0583'TRACK, 89.70 FEET SOUTH OF R.M. 2, 80.51 FEET NORTH OF R.M.
 MF0583'3, 1 FOOT WEST OF A FENCE, 4.0 FEET SOUTH-SOUTHWEST OF A
 MF0583'METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 MF0583'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 MF0583'WITH THE SURFACE OF THE GROUND.
 MF0583'
 MF0583'R.M. 2, STAMPED JASPER 2 NO 2 1954 IS 89.70 FEET NORTH OF THE
 MF0583'STATION MARK, 170.5 FEET NORTH OF R.M. 3, 365 YARDS SOUTH OF
 MF0583'MILEPOST 56, 204 YARDS NORTH OF THE CENTER OF A CROSSING OF
 MF0583'THE RAILROAD AND A GRAVELED ROAD, 46-1/2 FEET EAST OF THE EAST
 MF0583'RAIL, 1 FOOT WEST OF A FENCE, ABOUT 6 FEET ABOVE THE LEVEL OF
 MF0583'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 MF0583'WITH THE SURFACE OF THE GROUND.
 MF0583'
 MF0583'R.M. 3 STAMPED, JASPER 2 NO 3 1954 IS 80.51 FEET SOUTH OF THE
 MF0583'STATION MARK, 420 YARDS SOUTH OF MILEPOST 56, 147 YARDS NORTH
 MF0583'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED
 MF0583'ROAD, 46 FEET EAST OF THE EAST RAIL, 93 FEET SOUTHEAST AND
 MF0583'ACROSS THE TRACK FROM A TELEPHONE POLE, 1 FOOT WEST OF A FENCE,
 MF0583'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 MF0583'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 MF0583'GROUND.
 MF0583'
 MF0583'THE AZIMUTH MARK, STAMPED JASPER 2 1954 IS ABOUT 0.1 MILE
 MF0583'SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0583'RAILROAD FROM THE STATION MARK, THENCE 0.35 MILE WEST ALONG
 MF0583'A GRAVELED ROAD, 0.15 MILE WEST OF AN IRON BRIDGE OVER WILLOW
 MF0583'CREEK, 2 POLES WEST OF A PRIVATE DRIVEWAY WHICH LEADS SOUTH
 MF0583'TO A FARMHOUSE, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MF0583'2 FEET NORTHWEST OF A POWER POLE, 2 FEET NORTH OF A FENCE,
 MF0583'ABOUT 3-1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 MF0583'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 MF0583'SURFACE OF THE GROUND.
 MF0583'
 MF0583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13.0 MILES
 MF0583'NORTH
 MF0583
 MF0583                          STATION RECOVERY (1969)
 MF0583
 MF0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0583'13 MI N FROM MENDOTA.
 MF0583'ABOUT 13.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0583'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA, OR
 MF0583'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0583'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 9.5 MILES SOUTH
 MF0583'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 MF0583'393 YARDS SOUTH OF MILEPOST 56, 175 YARDS NORTH-NORTHEAST OF
 MF0583'THE CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD,
 MF0583'46 FEET EAST OF THE EAST RAIL, ON THE OUTSIDE OF A CURVE IN THE
 MF0583'TRACK, 89.70 FEET SOUTH OF JASPER 2 RM 2, 80.51 FEET NORTH OF
 MF0583'JASPER 2 RM 3, 1 FOOT WEST OF A FENCE, 4.0 FEET SOUTH-SOUTHWEST
 MF0583'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 MF0583'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 MF0583'THE SURFACE OF THE GROUND.  SEC 32, T38N, R 2E.
 MF0583
 MF0583                          STATION RECOVERY (1995)
 MF0583
 MF0583'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0583'MARK NOT FOUND.
 MF0583
 MF0583                          STATION RECOVERY (2002)
 MF0583
 MF0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0583'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0583
 MF0583                          STATION RECOVERY (2003)
 MF0583
 MF0583'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0585 ***********************************************************************
 MF0585  DESIGNATION -  JASPER 2 AZ MK
 MF0585  PID         -  MF0585
 MF0585  STATE/COUNTY-  IL/LEE
 MF0585  USGS QUAD   -  COMPTON (1993)
 MF0585
 MF0585                         *CURRENT SURVEY CONTROL
 MF0585  ___________________________________________________________________
 MF0585* NAD 83(1986)-  41 42 59.     (N)    089 02 04.     (W)     SCALED    
 MF0585* NAVD 88     -       268.649  (meters)     881.39   (feet)  ADJUSTED  
 MF0585  ___________________________________________________________________
 MF0585  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0585  DYNAMIC HT  -         268.547 (meters)     881.06  (feet)  COMP
 MF0585  MODELED GRAV-     980,237.7   (mgal)                       NAVD 88
 MF0585
 MF0585  VERT ORDER  -  FIRST     CLASS I
 MF0585
 MF0585.The horizontal coordinates were scaled from a topographic map and have
 MF0585.an estimated accuracy of +/- 6 seconds.
 MF0585
 MF0585.The orthometric height was determined by differential leveling
 MF0585.and adjusted by the National Geodetic Survey in June 1991..
 MF0585.WARNING-Repeat measurements at this control monument indicate possible
 MF0585.vertical movement.
 MF0585
 MF0585.The geoid height was determined by GEOID03.
 MF0585
 MF0585.The dynamic height is computed by dividing the NAVD 88
 MF0585.geopotential number by the normal gravity value computed on the
 MF0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0585.degrees latitude (g = 980.6199 gals.).
 MF0585
 MF0585.The modeled gravity was interpolated from observed gravity values.
 MF0585
 MF0585;                    North         East    Units  Estimated Accuracy
 MF0585;SPC IL W     -   561,200.      794,220.      MT  (+/- 180 meters Scaled)
 MF0585
 MF0585                          SUPERSEDED SURVEY CONTROL
 MF0585
 MF0585  NGVD 29 (??/??/92)  268.683  (m)          881.50   (f) ADJ UNCH    1 1
 MF0585
 MF0585.Superseded values are not recommended for survey control.
 MF0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0585.See file dsdata.txt to determine how the superseded data were derived.
 MF0585
 MF0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM307202(NAD 83)
 MF0585_MARKER: DZ = AZIMUTH MARK DISK
 MF0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0585_STAMPING: JASPER 2 1954
 MF0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0585+STABILITY: SURFACE MOTION
 MF0585
 MF0585  HISTORY     - Date     Condition        Report By
 MF0585  HISTORY     - 1954     MONUMENTED       CGS
 MF0585  HISTORY     - 1969     GOOD             NGS
 MF0585  HISTORY     - 19950816 GOOD             USPSQD
 MF0585  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0585  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0585
 MF0585                          STATION DESCRIPTION
 MF0585
 MF0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0585'13.2 MI N FROM MENDOTA.
 MF0585'ABOUT 12.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0585'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA, THENCE
 MF0585'0.35 MILE WEST ALONG A GRAVELED ROAD, 0.15 MILE WEST OF AN
 MF0585'IRON BRIDGE OVER WILLOW CREEK, 2 POLES WEST OF A PRIVATE DRIVEWAY
 MF0585'WHICH LEADS SOUTH TO A FARMHOUSE, 35 FEET SOUTH OF THE CENTER LINE
 MF0585'OF THE ROAD, 2 FEET NORTHWEST OF A POWER POLE, 2 FEET NORTH OF A
 MF0585'FENCE, ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 MF0585'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 MF0585'SURFACE OF THE GROUND.  SEC 5, T37N, R 2E.
 MF0585
 MF0585                          STATION RECOVERY (1995)
 MF0585
 MF0585'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0585'RECOVERED IN GOOD CONDITION.
 MF0585
 MF0585                          STATION RECOVERY (2002)
 MF0585
 MF0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0585'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0585
 MF0585                          STATION RECOVERY (2003)
 MF0585
 MF0585'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0581 ***********************************************************************
 MF0581  DESIGNATION -  JASPER 2 RM 2
 MF0581  PID         -  MF0581
 MF0581  STATE/COUNTY-  IL/LEE
 MF0581  USGS QUAD   -  COMPTON (1993)
 MF0581
 MF0581                         *CURRENT SURVEY CONTROL
 MF0581  ___________________________________________________________________
 MF0581* NAD 83(1986)-  41 43 03.     (N)    089 01 41.     (W)     SCALED    
 MF0581* NAVD 88     -       265.599  (meters)     871.39   (feet)  ADJUSTED  
 MF0581  ___________________________________________________________________
 MF0581  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0581  DYNAMIC HT  -         265.498 (meters)     871.05  (feet)  COMP
 MF0581  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 MF0581
 MF0581  VERT ORDER  -  FIRST     CLASS I
 MF0581
 MF0581.The horizontal coordinates were scaled from a topographic map and have
 MF0581.an estimated accuracy of +/- 6 seconds.
 MF0581
 MF0581.The orthometric height was determined by differential leveling
 MF0581.and adjusted by the National Geodetic Survey in June 1991..
 MF0581
 MF0581.The geoid height was determined by GEOID03.
 MF0581
 MF0581.The dynamic height is computed by dividing the NAVD 88
 MF0581.geopotential number by the normal gravity value computed on the
 MF0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0581.degrees latitude (g = 980.6199 gals.).
 MF0581
 MF0581.The modeled gravity was interpolated from observed gravity values.
 MF0581
 MF0581;                    North         East    Units  Estimated Accuracy
 MF0581;SPC IL W     -   561,330.      794,750.      MT  (+/- 180 meters Scaled)
 MF0581
 MF0581                          SUPERSEDED SURVEY CONTROL
 MF0581
 MF0581  NGVD 29 (??/??/92)  265.632  (m)          871.49   (f) ADJ UNCH    1 1
 MF0581
 MF0581.Superseded values are not recommended for survey control.
 MF0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0581.See file dsdata.txt to determine how the superseded data were derived.
 MF0581
 MF0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM312203(NAD 83)
 MF0581_MARKER: DR = REFERENCE MARK DISK
 MF0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0581_STAMPING: JASPER 2 NO 2 1954
 MF0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0581+STABILITY: SURFACE MOTION
 MF0581
 MF0581  HISTORY     - Date     Condition        Report By
 MF0581  HISTORY     - 1954     MONUMENTED       CGS
 MF0581  HISTORY     - 1969     GOOD             NGS
 MF0581  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0581  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0581  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0581
 MF0581                          STATION DESCRIPTION
 MF0581
 MF0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0581'13 MI N FROM MENDOTA.
 MF0581'ABOUT 13.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0581'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 365
 MF0581'YARDS SOUTH OF MILEPOST 56, 204 YARDS NORTH OF THE CENTER OF A
 MF0581'CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 46 1/2 FEET EAST
 MF0581'OF THE EAST RAIL, 89.70 FEET NORTH OF TRIANGULATION STATION
 MF0581'JASPER 2 1954, 170.5 FEET NORTH OF JASPER RM 3, 1 FOOT WEST
 MF0581'OF A FENCE, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK, AND
 MF0581'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE
 MF0581'OF THE GROUND.  SEC 32, T38N, R 2E.
 MF0581
 MF0581                          STATION RECOVERY (1995)
 MF0581
 MF0581'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0581'MARK NOT FOUND.
 MF0581
 MF0581                          STATION RECOVERY (2002)
 MF0581
 MF0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0581'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0581
 MF0581                          STATION RECOVERY (2003)
 MF0581
 MF0581'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0584 ***********************************************************************
 MF0584  DESIGNATION -  JASPER 2 RM 3
 MF0584  PID         -  MF0584
 MF0584  STATE/COUNTY-  IL/LEE
 MF0584  USGS QUAD   -  COMPTON (1993)
 MF0584
 MF0584                         *CURRENT SURVEY CONTROL
 MF0584  ___________________________________________________________________
 MF0584* NAD 83(1986)-  41 43 03.     (N)    089 01 41.     (W)     SCALED    
 MF0584* NAVD 88     -       263.349  (meters)     864.00   (feet)  ADJUSTED  
 MF0584  ___________________________________________________________________
 MF0584  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0584  DYNAMIC HT  -         263.249 (meters)     863.68  (feet)  COMP
 MF0584  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 MF0584
 MF0584  VERT ORDER  -  FIRST     CLASS I
 MF0584
 MF0584.The horizontal coordinates were scaled from a topographic map and have
 MF0584.an estimated accuracy of +/- 6 seconds.
 MF0584
 MF0584.The orthometric height was determined by differential leveling
 MF0584.and adjusted by the National Geodetic Survey in June 1991..
 MF0584
 MF0584.The geoid height was determined by GEOID03.
 MF0584
 MF0584.The dynamic height is computed by dividing the NAVD 88
 MF0584.geopotential number by the normal gravity value computed on the
 MF0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0584.degrees latitude (g = 980.6199 gals.).
 MF0584
 MF0584.The modeled gravity was interpolated from observed gravity values.
 MF0584
 MF0584;                    North         East    Units  Estimated Accuracy
 MF0584;SPC IL W     -   561,330.      794,750.      MT  (+/- 180 meters Scaled)
 MF0584
 MF0584                          SUPERSEDED SURVEY CONTROL
 MF0584
 MF0584  NGVD 29 (??/??/92)  263.383  (m)          864.12   (f) ADJ UNCH    1 1
 MF0584
 MF0584.Superseded values are not recommended for survey control.
 MF0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0584.See file dsdata.txt to determine how the superseded data were derived.
 MF0584
 MF0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM312203(NAD 83)
 MF0584_MARKER: DR = REFERENCE MARK DISK
 MF0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0584_STAMPING: JASPER 2 NO 3 1954
 MF0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0584+STABILITY: SURFACE MOTION
 MF0584
 MF0584  HISTORY     - Date     Condition        Report By
 MF0584  HISTORY     - 1954     MONUMENTED       CGS
 MF0584  HISTORY     - 1969     GOOD             NGS
 MF0584  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0584  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0584  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0584
 MF0584                          STATION DESCRIPTION
 MF0584
 MF0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0584'13 MI N FROM MENDOTA.
 MF0584'ABOUT 13.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0584'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 420
 MF0584'YARDS SOUTH OF MILEPOST 56, 147 YARDS NORTH OF THE CENTER OF A
 MF0584'CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 46 FEET EAST OF
 MF0584'THE EAST RAIL, 80.51 FEET SOUTH OF TRIANGULATION STATION JASPER
 MF0584'2 1954, 93 FEET SOUTHEAST AND ACROSS THE TRACK FROM A TELEPHONE
 MF0584'POLE, 1 FOOT WEST OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE
 MF0584'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH
 MF0584'THE SURFACE OF THE GROUND.  SEC 32, T 38N, R 2E.
 MF0584
 MF0584                          STATION RECOVERY (1995)
 MF0584
 MF0584'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0584'MARK NOT FOUND.
 MF0584
 MF0584                          STATION RECOVERY (2002)
 MF0584
 MF0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0584'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0584
 MF0584                          STATION RECOVERY (2003)
 MF0584
 MF0584'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1550 ***********************************************************************
 NH1550  DESIGNATION -  JECKLIN RESET
 NH1550  PID         -  NH1550
 NH1550  STATE/COUNTY-  IL/OGLE
 NH1550  USGS QUAD   -  FORRESTON SOUTH (1983)
 NH1550
 NH1550                         *CURRENT SURVEY CONTROL
 NH1550  ___________________________________________________________________
 NH1550* NAD 83(1997)-  42 00 09.60276(N)    089 30 55.43895(W)     ADJUSTED  
 NH1550* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 NH1550  ___________________________________________________________________
 NH1550  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 NH1550  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 NH1550
 NH1550  HORZ ORDER  -  SECOND
 NH1550
 NH1550.The horizontal coordinates were established by classical geodetic methods
 NH1550.and adjusted by the National Geodetic Survey in October 1999..
 NH1550.No horizontal observational check was made to the station.
 NH1550
 NH1550.The orthometric height was scaled from a topographic map.
 NH1550
 NH1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1550
 NH1550.The geoid height was determined by GEOID03.
 NH1550
 NH1550;                    North         East     Units Scale Factor Converg.
 NH1550;SPC IL W     -   592,584.038   753,952.660   MT  0.99997698   +0 26 08.9
 NH1550;SPC IL W     - 1,944,169.46  2,473,593.02   sFT  0.99997698   +0 26 08.9
 NH1550;UTM  16      - 4,653,133.377   291,682.172   MT  1.00013402   -1 41 01.8
 NH1550
 NH1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1550!SPC IL W     -   0.99996282  x   0.99997698  =   0.99993980
 NH1550!UTM  16      -   0.99996282  x   1.00013402  =   1.00009683
 NH1550
 NH1550|---------------------------------------------------------------------|
 NH1550| PID    Reference Object                     Distance      Geod. Az  |
 NH1550|                                                           dddmmss.s |
 NH1550| CI9815 JECKLIN RM 1                         48.427 METERS 01940     |
 NH1550| CI9814 JECKLIN AZ MK                                      0263054.0 |
 NH1550| NH1509 MT MORRIS MUNICIPAL TANK            APPROX. 8.5 KM 0542638.3 |
 NH1550| NH1551 PTS 35 USGS 1935                    396.869 METERS 08335     |
 NH1550| NH1554 JECKLIN RM 2                         49.037 METERS 16216     |
 NH1550| MF1719 POLO FIRST PRESB CH SPIRE           APPROX. 5.5 KM 2530949.5 |
 NH1550| MF1715 POLO MUNICIPAL TANK                 APPROX. 5.3 KM 2563054.2 |
 NH1550| MF1718 POLO MUNICIPAL STANDPIPE            APPROX. 5.4 KM 2563420.8 |
 NH1550|---------------------------------------------------------------------|
 NH1550
 NH1550                          SUPERSEDED SURVEY CONTROL
 NH1550
 NH1550  NAD 83(1997)-  42 00 09.60288(N)    089 30 55.43905(W) AD(       ) 2
 NH1550  NAD 83(1986)-  42 00 09.60453(N)    089 30 55.44262(W) AD(       ) 2
 NH1550  NAD 27      -  42 00 09.49500(N)    089 30 55.04600(W) AD(       ) 2
 NH1550
 NH1550.Superseded values are not recommended for survey control.
 NH1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1550.See file dsdata.txt to determine how the superseded data were derived.
 NH1550
 NH1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9168253133(NAD 83)
 NH1550_MARKER: DS = TRIANGULATION STATION DISK
 NH1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1550
 NH1550  HISTORY     - Date     Condition        Report By
 NH1550  HISTORY     - 1935     MONUMENTED       CGS
 NH1550  HISTORY     - 1954     GOOD             CGS
 NH1550  HISTORY     - 1970     POOR             ALSTER
 NH1550  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NH1550  HISTORY     - 19960503 GOOD             USPSQD
 NH1550  HISTORY     - 20010806 GOOD             USPSQD
 NH1550  HISTORY     - 20050205 GOOD             USPSQD
 NH1550
 NH1550                          STATION DESCRIPTION
 NH1550
 NH1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1550'THIS STATION IS IN THE NE 1/4 SEC. 12 T 23 N R 8 E, ABOUT
 NH1550'3.5 MILES AIRLINE EAST NORTHEAST OF POLO, IN WEST LINE OF
 NH1550'RIGHT-OF-WAY OF NARROW GRAVEL ROAD, 150 FEET NORTH OF CENTER
 NH1550'LINE OF ROAD AT POINT WHERE IT CURVES TO THE WEST.  135 FEET
 NH1550'SOUTH OF T INTERSECTION OF GRAVEL ROADS.  230 FEET SOUTH OF
 NH1550'SOUTHEAST CORNER OF R.R. JECKLINS HOUSE.  46 FEET WEST OF WILD
 NH1550'CHERRY TREE.  103 FEET SOUTH OF FENCE CORNER AND 28 FEET WEST
 NH1550'OF CENTER-LINE OF ROAD.  THE MARK PROJECTS 4 INCHES.
 NH1550'
 NH1550'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 NH1550'SET IN CONCRETE.
 NH1550'
 NH1550'REFERENCE MARK NO. 1 IS NORTH NORTHEAST OF STATION, 6 INCHES
 NH1550'SOUTH OF NORTH LINE OF RIGHT-OF-WAY OF GRAVEL ROAD, 96 FEET
 NH1550'SOUTHEAST OF SOUTHEAST CORNER OF R.R. JECKLINS HOUSE.  69
 NH1550'FEET SOUTHEAST OF WELL AND PUMP.  59 FEET EAST OF SOUTH END OF
 NH1550'WALK TO HOUSE.  16 FEET NORTH OF CENTER LINE OF GRAVEL ROAD.  THE
 NH1550'MARK PROJECTS 4 INCHES.
 NH1550'
 NH1550'REFERENCE MARK NO. 2 IS SOUTH SOUTHEAST OF STATION IN EAST LINE
 NH1550'OF RIGHT-OF-WAY AT POINT WHERE THE ROAD CURVES TO THE WEST, 42
 NH1550'FEET EAST OF CENTER-LINE OF ROAD.  23 FEET NORTH OF CONCRETE
 NH1550'CORNER POST.  42 FEET SOUTH OF 6-INCH WILD CHERRY TREE.  THE
 NH1550'MARK PROJECTS 4 INCHES.  THE DISTANCE BETWEEN THE REFERENCE
 NH1550'MARKS IS 302.86 FEET.
 NH1550'
 NH1550'THE AZIMUTH MARK IS EAST NORTHEAST OF STATION AND IS A STANDARD
 NH1550'U.S.G.S. BRONZE CAPPED PIPE, IN NORTHWEST ANGLE OF T INTERSECTION.
 NH1550'12 FEET NORTH NORTHEAST OF CONCRETE CORNER POST.  4 FEET
 NH1550'EAST OF FENCE LINE.  20 FEET WEST OF CENTER-LINE OF GRADED
 NH1550'DIRT ROAD.  THE MARK PROJECTS 6 INCHES.
 NH1550'
 NH1550'LIGHTS 100 FEET ABOVE STATIONS HINRICHS AND BYERS COME INTO
 NH1550'VIEW 77 FEET ABOVE THIS STATION.
 NH1550'
 NH1550'LIGHTS 100 FEET ABOVE STATION TREI AND 47 FEET ABOVE STATION
 NH1550'DIXON COME INTO VIEW 37 FEET ABOVE THIS STATION.
 NH1550'
 NH1550'LIGHT 100 FEET ABOVE STATION LONG ARE V.G. AT THIS STATION.
 NH1550'
 NH1550'TO REACH THE STATION FROM THE BUSINESS DISTRICT IN POLO, GO
 NH1550'NORTH ON HIGHWAY U.S. 52 FOR 1.4 MILES TO POINT WHERE HIGHWAY
 NH1550'TURNS WEST, LEAVE HIGHWAY HERE AND GO EAST ON GRAVEL ROAD 3.25
 NH1550'MILES TO R.R. JECKLINS HOUSE ON NORTH SIDE OF ROAD, TURN SOUTH
 NH1550'AND GO 120 FEET TO STATION ON RIGHT.
 NH1550
 NH1550                          STATION RECOVERY (1954)
 NH1550
 NH1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1550'STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 NH1550'AND WERE FOUND IN GOOD CONDITION.  THE U.S.G.S. MARK USED FOR AN
 NH1550'AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED AND SHOULD
 NH1550'BE CONSIDERED LOST.  THERE IS NO SUITABLE PLACE TO ESTABLISH
 NH1550'AN AZIMUTH MARK.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE
 NH1550'MARKS CHECKED.  THE OBJECTS LISTED IN THE 1935 DESCRIPTION AS
 NH1550'BEING V.G. ARE NO LONGER VISIBLE FROM THE GROUND.  DUE TO
 NH1550'HIGH LINE WIRES OVER THE STATION MARK REFERENCE MARK NO. 2
 NH1550'WAS OCCUPIED AT THIS TIME.
 NH1550'
 NH1550'DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS.
 NH1550
 NH1550                          STATION RECOVERY (1970)
 NH1550
 NH1550'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1970 (LOC)
 NH1550'JECKLIN 1935-LYING ON SIDE ALONG FENCE AT ITS APPROX. LOCATION
 NH1550'
 NH1550'JECKIN R.M. 1-GOOD
 NH1550'
 NH1550'JECKIN R.M. 2-GOOD
 NH1550'
 NH1550'CHAINED FROM R.M. 1 AND R.M. 2 AND DUG UP UNDERGROUND BRONZE
 NH1550'TABLET IN GOOD CONDITION.  UNDERGROUND TABLET IS APPROX 2.5
 NH1550'FT BELOW AVERAGE FIELD LEVEL
 NH1550
 NH1550                          STATION RECOVERY (1970)
 NH1550
 NH1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1550'THE UNDERGROUND STATION MARK, REFERENCE MARKS WERE FOUND IN
 NH1550'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND UPROOTED
 NH1550'AND IN DITCH.  A NEW SURFACE STATION MARK WAS SET HOLDING THE
 NH1550'UNDERGROUND POINT.  WHILE LOOKING FOR A PLACE TO SET AN AZIMUTH
 NH1550'MARK JECKLIN 1935 RESET 1954 WAS FOUND BUT NO DATA WAS AVAILABLE
 NH1550'AND IT IS THOUGHT THAT THE MARK WAS SET BUT NO TIE MADE FROM
 NH1550'THE STATION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 NH1550'MARKS CHECKED AND THE DIRECTION TO THE WATER TANK VERIFIED.  A
 NH1550'NEW DESCRIPTION FOLLOWS--
 NH1550'
 NH1550'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF POLO, ABOUT
 NH1550'5 MILES SOUTHWEST OF MT. MORRIS, 130 FEET SOUTH OF THE
 NH1550'CENTERLINE OF EAST-WEST GRAVELED ROAD, 103 FEET SOUTH OF A POWER
 NH1550'POLE AND FENCE CORNER, 30 FEET WEST OF THE CENTERLINE OF
 NH1550'NORTH-SOUTH GRAVELED ROAD, 1 FOOT EAST OF A FENCE, 59 FEET NORTH
 NH1550'OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 NH1550'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED JECKLIN 1935
 NH1550'1970.
 NH1550'
 NH1550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 NH1550'STATE HIGHWAY 26 ABOUT 1-1/2 MILE NORTHWEST OF POLO, GO EAST
 NH1550'ON HIGHWAY 52 AND 26 FOR 0.3 MILE TO WHERE THE HIGHWAY TURNS
 NH1550'SOUTH AND A GRAVELED ROAD STRAIGHT AHEAD.  GO STRAIGHT AHEAD ON
 NH1550'THE GRAVELED ROAD FOR 3.2 MILES TO A SIDE ROAD RIGHT AND THE
 NH1550'STATION.  CONTINUE EAST ON THE ROAD FOR 0.2 MILE TO A CROSSROAD.
 NH1550'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.5 MILE TO A SIDE
 NH1550'ROAD RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 NH1550'
 NH1550'REFERENCE MARK 1 IS 20 FEET NORTH OF THE CENTERLINE OF ROAD,
 NH1550'68 FEET NORTHEAST OF FENCE CORNER AND POWER POLE, 30 FEET EAST
 NH1550'OF A FENCE CORNER, 1 FOOT SOUTH OF FENCE AND 96 FEET SOUTHEAST
 NH1550'OF THE SOUTHEAST C CORNER OF A 2 STORY FRAME HOUSE.  THE MONUMENT
 NH1550'PROJECTS 2 INCHES AND THE DISK IS STAMPED JECKLIN NO 1 1935.
 NH1550'
 NH1550'REFERENCE MARK 2 IS 1 FOOT WEST OF FENCE, 23 FEET NORTH OF A
 NH1550'CONCRETE CORNER POST AND 36 FEET SOUTHEAST OF THE CENTERLINE
 NH1550'OF ROAD CURVE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 NH1550'STAMPED JECKLIN NO 2 1935.
 NH1550'
 NH1550'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH
 NH1550'ROAD, 54 FEET NORTH OF THE CENTERLINE OF THE ROAD EAST, 1 FOOT
 NH1550'EAST OF A METAL WITNESS POST, 3 FEET SOUTH OF A FENCE CORNER
 NH1550'AND 2 FEET SOUTH WEST OF A FENCE.  THE MONUMENT PROJECTS 2
 NH1550'INCHES AND THE DISK IS STAMPED JECKLIN 1935 RESET 1954.
 NH1550'
 NH1550'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1550
 NH1550                          STATION RECOVERY (1996)
 NH1550
 NH1550'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1550'RECOVERED IN GOOD CONDITION.
 NH1550
 NH1550                          STATION RECOVERY (2001)
 NH1550
 NH1550'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1550'RM 1 RM 2 WERE FOUND IN GOOD CONDITION THE AZIMUTH WAS NOT FOUND
 NH1550
 NH1550                          STATION RECOVERY (2005)
 NH1550
 NH1550'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH1550'RECOVERED RM 1 AND RM 2
 NH1550'THE AZIMUTH HAS BEEN DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1554 ***********************************************************************
 NH1554  DESIGNATION -  JECKLIN RM 2
 NH1554  PID         -  NH1554
 NH1554  STATE/COUNTY-  IL/OGLE
 NH1554  USGS QUAD   -  FORRESTON SOUTH (1983)
 NH1554
 NH1554                         *CURRENT SURVEY CONTROL
 NH1554  ___________________________________________________________________
 NH1554* NAD 83(1997)-  42 00 08.08893(N)    089 30 54.79001(W)     ADJUSTED  
 NH1554* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 NH1554  ___________________________________________________________________
 NH1554  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 NH1554  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 NH1554
 NH1554  HORZ ORDER  -  SECOND
 NH1554
 NH1554.The horizontal coordinates were established by classical geodetic methods
 NH1554.and adjusted by the National Geodetic Survey in October 1999..
 NH1554
 NH1554.The orthometric height was scaled from a topographic map.
 NH1554
 NH1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1554
 NH1554.The geoid height was determined by GEOID03.
 NH1554
 NH1554;                    North         East     Units Scale Factor Converg.
 NH1554;SPC IL W     -   592,537.447   753,967.949   MT  0.99997700   +0 26 09.4
 NH1554;SPC IL W     - 1,944,016.61  2,473,643.18   sFT  0.99997700   +0 26 09.4
 NH1554;UTM  16      - 4,653,086.245   291,695.729   MT  1.00013395   -1 41 01.3
 NH1554
 NH1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1554!SPC IL W     -   0.99996282  x   0.99997700  =   0.99993982
 NH1554!UTM  16      -   0.99996282  x   1.00013395  =   1.00009676
 NH1554
 NH1554|---------------------------------------------------------------------|
 NH1554| PID    Reference Object                     Distance      Geod. Az  |
 NH1554|                                                           dddmmss.s |
 NH1554| CI9815 JECKLIN RM 1                         92.352 METERS 00051     |
 NH1554| NH1509 MT MORRIS MUNICIPAL TANK            APPROX. 8.5 KM 0540749.9 |
 NH1554| MF1719 POLO FIRST PRESB CH SPIRE           APPROX. 5.5 KM 2534023.4 |
 NH1554| MF1715 POLO MUNICIPAL TANK                 APPROX. 5.3 KM 2570220.5 |
 NH1554| NH1550 JECKLIN RESET                        49.037 METERS 34216     |
 NH1554| NH1549 TREI                                APPROX.13.9 KM 3524701.4 |
 NH1554|---------------------------------------------------------------------|
 NH1554
 NH1554                          SUPERSEDED SURVEY CONTROL
 NH1554
 NH1554  NAD 83(1997)-  42 00 08.08906(N)    089 30 54.79011(W) AD(       ) 2
 NH1554  NAD 83(1986)-  42 00 08.09071(N)    089 30 54.79369(W) AD(       ) 2
 NH1554  NAD 27      -  42 00 07.98100(N)    089 30 54.39700(W) AD(       ) 2
 NH1554
 NH1554.Superseded values are not recommended for survey control.
 NH1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1554.See file dsdata.txt to determine how the superseded data were derived.
 NH1554
 NH1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9169653086(NAD 83)
 NH1554_MARKER: DS = TRIANGULATION STATION DISK
 NH1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1554+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 NH1554
 NH1554  HISTORY     - Date     Condition        Report By
 NH1554  HISTORY     - 1954     MONUMENTED       CGS
 NH1554  HISTORY     - 19960503 GOOD             USPSQD
 NH1554  HISTORY     - 20010806 GOOD             USPSQD
 NH1554  HISTORY     - 20050205 GOOD             USPSQD
 NH1554
 NH1554                          STATION DESCRIPTION
 NH1554
 NH1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1554'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF POLO ON
 NH1554'PROPERTY OWNED BY ED YINGLING.  IT IS 36 FEET EAST OF THE CENTER
 NH1554'OF A GRAVEL ROAD, 23 FEET NORTH OF A CONCRETE CORNER POST,
 NH1554'1 FOOT WEST OF A FENCE LINE AND 1 FOOT NORTH OF A WHITE WITNESS
 NH1554'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 NH1554'JECKLIN NO 2 1935.
 NH1554'
 NH1554'REFERENCE MARK NO. 1 IS 96 FEET SOUTHEAST OF THE SOUTHEAST
 NH1554'CORNER OF A FRAME HOUSE, 21 FEET NORTH OF THE CENTER OF A
 NH1554'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 NH1554'4 INCHES AND THE DISK IS STAMPED JECKLIN NO 1 1935.
 NH1554'
 NH1554'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 NH1554'
 NH1554'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26
 NH1554'AND U.S. HIGHWAY 52 ABOUT 1.5 MILES NORTHWEST OF POLO, GO EAST
 NH1554'ON HIGHWAYS 26 AND 52 FOR 0.3 MILE TO WHERE HIGHWAYS 26 AND 52
 NH1554'TURNS SOUTH AND A GRAVEL ROAD STRAIGHT AHEAD, GO STRAIGHT
 NH1554'AHEAD, EAST ON GRAVEL ROAD FOR 3.2 MILES TO A FRAME HOUSE ON
 NH1554'THE LEFT AND A GRAVEL ROAD SOUTH, TURN RIGHT AND GO SOUTH ON
 NH1554'GRAVEL ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 NH1554'DESCRIBED.
 NH1554'
 NH1554'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1554
 NH1554                          STATION RECOVERY (1996)
 NH1554
 NH1554'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1554'RECOVERED IN GOOD CONDITION.
 NH1554
 NH1554                          STATION RECOVERY (2001)
 NH1554
 NH1554'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1554'RECOVERED IN GOOD CONDITION.
 NH1554
 NH1554                          STATION RECOVERY (2005)
 NH1554
 NH1554'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 NH1554'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0594 ***********************************************************************
 MF0594  DESIGNATION -  JEFFERSON 1954
 MF0594  PID         -  MF0594
 MF0594  STATE/COUNTY-  IL/LEE
 MF0594  USGS QUAD   -  COMPTON (1993)
 MF0594
 MF0594                         *CURRENT SURVEY CONTROL
 MF0594  ___________________________________________________________________
 MF0594* NAD 83(1986)-  41 41 04.     (N)    089 03 04.     (W)     SCALED    
 MF0594* NAVD 88     -       279.638  (meters)     917.45   (feet)  ADJUSTED  
 MF0594  ___________________________________________________________________
 MF0594  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0594  DYNAMIC HT  -         279.531 (meters)     917.09  (feet)  COMP
 MF0594  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 MF0594
 MF0594  VERT ORDER  -  FIRST     CLASS I
 MF0594
 MF0594.The horizontal coordinates were scaled from a topographic map and have
 MF0594.an estimated accuracy of +/- 6 seconds.
 MF0594
 MF0594.The orthometric height was determined by differential leveling
 MF0594.and adjusted by the National Geodetic Survey in June 1991..
 MF0594
 MF0594.The geoid height was determined by GEOID03.
 MF0594
 MF0594.The dynamic height is computed by dividing the NAVD 88
 MF0594.geopotential number by the normal gravity value computed on the
 MF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0594.degrees latitude (g = 980.6199 gals.).
 MF0594
 MF0594.The modeled gravity was interpolated from observed gravity values.
 MF0594
 MF0594;                    North         East    Units  Estimated Accuracy
 MF0594;SPC IL W     -   557,640.      792,880.      MT  (+/- 180 meters Scaled)
 MF0594
 MF0594                          SUPERSEDED SURVEY CONTROL
 MF0594
 MF0594  NGVD 29 (??/??/92)  279.670  (m)          917.55   (f) ADJ UNCH    1 1
 MF0594
 MF0594.Superseded values are not recommended for survey control.
 MF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0594.See file dsdata.txt to determine how the superseded data were derived.
 MF0594
 MF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM292167(NAD 83)
 MF0594_MARKER: DS = TRIANGULATION STATION DISK
 MF0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0594_STAMPING: JEFFERSON 1920 1954
 MF0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0594+STABILITY: SURFACE MOTION
 MF0594
 MF0594  HISTORY     - Date     Condition        Report By
 MF0594  HISTORY     - 1954     MONUMENTED       CGS
 MF0594  HISTORY     - 1969     GOOD             NGS
 MF0594  HISTORY     - 1970     GOOD             NGS
 MF0594  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0594  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0594  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0594
 MF0594                          STATION DESCRIPTION
 MF0594
 MF0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0594'10.4 MI N FROM MENDOTA.
 MF0594'ABOUT 10.45 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0594'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA,
 MF0594'5 POLES NORTHEAST OF MILEPOST 59, 91 FEET SOUTH OF THE CENTER
 MF0594'OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 11 1/2 FEET
 MF0594'EAST-SOUTHEAST OF THE SOUTHEAST RAIL, 3 1/2 FEET WEST-NORTHWEST
 MF0594'OF A WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MF0594'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 3 FEET
 MF0594'BELOW THE SURFACE OF THE RIDGE FOR THE DITCH ON THE EAST SIDE OF
 MF0594'THE TRACK.  SEC 18, T37N, R 2E.
 MF0594
 MF0594                          STATION RECOVERY (1970)
 MF0594
 MF0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MF0594'RECOVERED IN GOOD CONDITION.
 MF0594
 MF0594                          STATION RECOVERY (1995)
 MF0594
 MF0594'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0594'MARK NOT FOUND.
 MF0594
 MF0594                          STATION RECOVERY (2002)
 MF0594
 MF0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0594'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0594
 MF0594                          STATION RECOVERY (2003)
 MF0594
 MF0594'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1191 ***********************************************************************
 NH1191  DESIGNATION -  JEFFERSON PRAIRIE EV LUTH CH
 NH1191  PID         -  NH1191
 NH1191  STATE/COUNTY-  IL/BOONE
 NH1191  USGS QUAD   -  BELVIDERE NE (1970)
 NH1191
 NH1191                         *CURRENT SURVEY CONTROL
 NH1191  ___________________________________________________________________
 NH1191* NAD 83(1997)-  42 29 28.68847(N)    088 51 53.59549(W)     ADJUSTED  
 NH1191* NAVD 88     -                                                        
 NH1191  ___________________________________________________________________
 NH1191  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 NH1191  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NH1191
 NH1191  HORZ ORDER  -  THIRD
 NH1191
 NH1191.The horizontal coordinates were established by classical geodetic methods
 NH1191.and adjusted by the National Geodetic Survey in October 1999..
 NH1191
 NH1191
 NH1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1191
 NH1191.The geoid height was determined by GEOID03.
 NH1191
 NH1191;                    North         East     Units Scale Factor Converg.
 NH1191;SPC IL E     -   646,811.079   256,301.743   MT  0.99999848   -0 21 32.6
 NH1191;SPC IL E     - 2,122,079.35    840,883.30   sFT  0.99999848   -0 21 32.6
 NH1191;SPC IL W     -   647,473.535   807,014.306   MT  1.00008203   +0 52 45.9
 NH1191;SPC IL W     - 2,124,252.76  2,647,679.44   sFT  1.00008203   +0 52 45.9
 NH1191;SPC WI S     -    55,215.557   693,320.536   MT  1.00005758   +0 46 47.8
 NH1191;SPC WI S     -   181,153.04  2,274,669.13   sFT  1.00005758   +0 46 47.8
 NH1191;UTM  16      - 4,706,012.324   346,745.745   MT  0.99988898   -1 15 35.8
 NH1191
 NH1191                          SUPERSEDED SURVEY CONTROL
 NH1191
 NH1191  NAD 83(1997)-  42 29 28.68779(N)    088 51 53.59605(W) AD(       ) 4
 NH1191  NAD 83(1997)-  42 29 28.68688(N)    088 51 53.59529(W) AD(       ) 4
 NH1191  NAD 83(1986)-  42 29 28.68355(N)    088 51 53.60008(W) AD(       ) 4
 NH1191  NAD 27      -  42 29 28.62800(N)    088 51 53.21900(W) AD(       ) 3
 NH1191
 NH1191.Superseded values are not recommended for survey control.
 NH1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1191.See file dsdata.txt to determine how the superseded data were derived.
 NH1191
 NH1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN4674606012(NAD 83)
 NH1191_MARKER: 55 = TOWER
 NH1191
 NH1191  HISTORY     - Date     Condition        Report By
 NH1191  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1191  HISTORY     - 1954     GOOD             CGS
 NH1191  HISTORY     - 19971217 GOOD             USPSQD
 NH1191
 NH1191                          STATION DESCRIPTION
 NH1191
 NH1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1191'THIS STATION IS THE TOWER ON THE JEFFERSON PRAIRIE EVANGELICAL
 NH1191'LUTHERAN CHURCH, ABOUT 4.5 MILES SOUTH OF THE TOWN OF CLINTON,
 NH1191'WISCONSIN.  THE CHURCH IS JUST SOUTH OF THE WISCONSIN-ILLINOIS
 NH1191'STATE LINE, ABOUT 0.3 MILE SOUTH OF ROUTE 140 AT THE POINT
 NH1191'WHERE IT TURNS EAST, ABOUT 105 FEET WEST OF A GRAVEL ROAD,
 NH1191'ABOUT 0.15 MILE SOUTH OF GRAVEL CROSSROAD, AND ABOUT 45 FEET
 NH1191'SOUTH OF DRIVEWAY, IN THE SOUTHEASTERN PART OF THE SETTLEMENT
 NH1191'OF JEFFERSON PRAIRIE, ILLINOIS, IN SEC. 4, T 46 N, R 3 E.
 NH1191'THE CHURCH WAS ERECTED IN 1902.  THE TOWER IS QUITE
 NH1191'PROMINENT.
 NH1191'
 NH1191'THE TOWER IS ON THE NORTHEAST CORNER OF A WHITE WOOD CHURCH.
 NH1191'IT IS A SQUARE WHITE WOODEN STRUCTURE ABOUT 70 FEET HIGH
 NH1191'WITH LARGE GOTHIC WINDOW, PARTLY LOUVERED, PARTLY SCREENED,
 NH1191'ON EACH SIDE AND GABLES WITH METAL ORNAMENTS AT THEIR APICES
 NH1191'OVER THE WINDOWS.  THE STUBBY OCTAGONAL SHINGLED SPIRE-SHAPED
 NH1191'ROOF IS ABOUT 20 FEET HIGH AND HAS A GREY CROSS AT ITS APEX.
 NH1191'THE TOTAL HEIGHT IS ABOUT 95 FEET.
 NH1191
 NH1191                          STATION RECOVERY (1954)
 NH1191
 NH1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1191'STATION WAS RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION
 NH1191'IS ADEQUATE.
 NH1191'
 NH1191'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 NH1191'15 AND 140 IN CLINTON, WISC., GO SOUTH ON HIGHWAY 140 FOR
 NH1191'4.2 MILES TO WHERE HIGHWAY 140 TURNS EAST, CONTINUE SOUTH
 NH1191'ON GRAVEL ROAD FOR 0.3 MILE TO CHURCH ON THE RIGHT, WEST
 NH1191'SIDE OF ROAD AS DESCRIBED.
 NH1191
 NH1191                          STATION RECOVERY (1997)
 NH1191
 NH1191'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0593 ***********************************************************************
 MF0593  DESIGNATION -  JEFFERSON RESET
 MF0593  PID         -  MF0593
 MF0593  STATE/COUNTY-  IL/LEE
 MF0593  USGS QUAD   -  COMPTON (1993)
 MF0593
 MF0593                         *CURRENT SURVEY CONTROL
 MF0593  ___________________________________________________________________
 MF0593* NAD 83(1997)-  41 41 03.72880(N)    089 03 05.33299(W)     ADJUSTED  
 MF0593* NAVD 88     -       279.796  (meters)     917.96   (feet)  POSTED    
 MF0593  ___________________________________________________________________
 MF0593  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 MF0593  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0593  DYNAMIC HT  -         279.690 (meters)     917.62  (feet)  COMP
 MF0593  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 MF0593
 MF0593  HORZ ORDER  -  SECOND
 MF0593  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MF0593
 MF0593.The horizontal coordinates were established by classical geodetic methods
 MF0593.and adjusted by the National Geodetic Survey in October 1999..
 MF0593
 MF0593.The orthometric height was determined by differential leveling
 MF0593.and adjusted by the National Geodetic Survey in 1992..
 MF0593.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MF0593.rate of 0.0 thru 1.0 mm/km.
 MF0593
 MF0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0593
 MF0593.The geoid height was determined by GEOID03.
 MF0593
 MF0593.The dynamic height is computed by dividing the NAVD 88
 MF0593.geopotential number by the normal gravity value computed on the
 MF0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0593.degrees latitude (g = 980.6199 gals.).
 MF0593
 MF0593.The modeled gravity was interpolated from observed gravity values.
 MF0593
 MF0593;                    North         East     Units Scale Factor Converg.
 MF0593;SPC IL W     -   557,628.374   792,844.353   MT  1.00004722   +0 44 30.1
 MF0593;SPC IL W     - 1,829,485.76  2,601,190.18   sFT  1.00004722   +0 44 30.1
 MF0593;SPC IL E     -   557,295.493   240,209.077   MT  1.00001898   -0 28 39.4
 MF0593;SPC IL E     - 1,828,393.63    788,085.95   sFT  1.00001898   -0 28 39.4
 MF0593;UTM  16      - 4,616,766.294   329,259.907   MT  0.99995875   -1 21 52.6
 MF0593
 MF0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0593!SPC IL W     -   0.99996129  x   1.00004722  =   1.00000851
 MF0593!SPC IL E     -   0.99996129  x   1.00001898  =   0.99998027
 MF0593!UTM  16      -   0.99996129  x   0.99995875  =   0.99992004
 MF0593
 MF0593|---------------------------------------------------------------------|
 MF0593| PID    Reference Object                     Distance      Geod. Az  |
 MF0593|                                                           dddmmss.s |
 MF0593| MF0592 JEFFERSON RM 2                       15.292 METERS 06749     |
 MF0593| MF0595 JEFFERSON RM                         10.360 METERS 10303     |
 MF0593| MF0591 JEFFERSON RM 3                       10.982 METERS 13554     |
 MF0593| MF1556 IMMANUEL EV LUTH CH SPIRE           APPROX. 5.8 KM 2142503.8 |
 MF0593| MF1555 COMPTON MUNICIPAL TANK              APPROX. 3.1 KM 2882450.4 |
 MF0593|---------------------------------------------------------------------|
 MF0593
 MF0593                          SUPERSEDED SURVEY CONTROL
 MF0593
 MF0593  NAD 83(1997)-  41 41 03.72959(N)    089 03 05.33539(W) AD(       ) 2
 MF0593  NAD 83(1986)-  41 41 03.73446(N)    089 03 05.33714(W) AD(       ) 2
 MF0593  NAD 27      -  41 41 03.63050(N)    089 03 05.01930(W) AD(       ) 2
 MF0593  NGVD 29 (07/19/86)  279.67   (m)          917.6    (f) LEVELING    3  
 MF0593
 MF0593.Superseded values are not recommended for survey control.
 MF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0593.See file dsdata.txt to determine how the superseded data were derived.
 MF0593
 MF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2926016766(NAD 83)
 MF0593_MARKER: DB = BENCH MARK DISK
 MF0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0593_STAMPING: 918.069 JEFFERSON 1920
 MF0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0593+STABILITY: SURFACE MOTION
 MF0593
 MF0593  HISTORY     - Date     Condition        Report By
 MF0593  HISTORY     - 1920     MONUMENTED       CGS
 MF0593  HISTORY     - 1952     MARK NOT FOUND   NGS
 MF0593  HISTORY     - 1954     SEE DESCRIPTION  CGS
 MF0593  HISTORY     - 1954     GOOD             CGS
 MF0593  HISTORY     - 1969     GOOD             CGS
 MF0593  HISTORY     - 1970     GOOD             NGS
 MF0593  HISTORY     - 1972     GOOD             ILHD
 MF0593  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0593  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0593  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0593
 MF0593                          STATION DESCRIPTION
 MF0593
 MF0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0593'STATION IS ABOUT 1 MILE S OF ROXBURY, ON THE E SIDE OF THE
 MF0593'CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 25 YARDS S
 MF0593'OF THE FIRST SECTION LINE ROAD CROSSING S OF ROXBURY, 30 YARDS
 MF0593'S OF THE SIGN MARKED STATION 1 MILE, AND 3.51 METERS (11.52
 MF0593'FEET) E OF THE E AND NEAREST RAIL.  THE SURFACE, UNDERGROUND,
 MF0593'AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MF0593'THE REFERENCE MARK IS
 MF0593'ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE 10.36
 MF0593'METERS (33.99 FEET) FROM THE STATION, S 76 DEG 57 MIN E.
 MF0593
 MF0593                          STATION RECOVERY (1952)
 MF0593
 MF0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 MF0593'MARK NOT FOUND.
 MF0593
 MF0593                          STATION RECOVERY (1954)
 MF0593
 MF0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0593'THIS STATION MARK WAS FOUND BROKEN OFF, THE UNDERGROUND MARK
 MF0593'WAS IN GOOD CONDITION.  THE REFERENCE MARK WAS FOUND IN GOOD
 MF0593'CONDITION.
 MF0593'
 MF0593'A NEW SURFACE MARK WAS SET, CENTERED OVER THE UNDERGROUND
 MF0593'MARK IN ITS ORIGINAL POSITION.  THE MARK IS 89.7 FT. S OF THE
 MF0593'RAIL JOINT OF THE E RAIL WHICH IS IN THE S WHEEL TRACK OF THE
 MF0593'ROAD CROSSING, 11.7 FT. E OF THE E RAIL, AND 2.9 FT. W OF A
 MF0593'WHITE WITNESS POST.
 MF0593'
 MF0593'TO REACH FROM THE RAILROAD STATION IN ROXBURY, GO E FOR 0.15
 MF0593'MI. TO A SIDE ROAD RIGHT, TURN RIGHT AND GO S FOR 1.05 MI. TO
 MF0593'A SIDE ROAD RIGHT, TURN RIGHT AND GO W FOR 0.75 MI. TO A
 MF0593'RAILROAD CROSSING AND THE STATION TO THE LEFT.
 MF0593'
 MF0593'THE NEW MARK IS STAMPED JEFFERSON 1920 1954, ABOUT FLUSH
 MF0593'WITH THE GROUND.
 MF0593
 MF0593                          STATION RECOVERY (1954)
 MF0593
 MF0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 MF0593'1 MI S FROM ROXBURY.
 MF0593'ABOUT 1 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 MF0593'PACIFIC RAILROAD FROM ROXBURY, LEE COUNTY, 30 YARDS SOUTH OF THE
 MF0593'STATION 1 MILE SIGN, 25 YARDS SOUTH OF THE FIRST SECTION-ROAD
 MF0593'CROSSING, AND 4 YARDS EAST OF THE EAST RAIL.  A STANDARD
 MF0593'TRIANGULATION-STATION DISK, STAMPED 918.069 JEFFERSON 1920 AND
 MF0593'SET IN THE TOP OF A CONCRETE POST.
 MF0593
 MF0593                          STATION RECOVERY (1969)
 MF0593
 MF0593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0593'THE STATION MARK, STAMPED JEFFERSON 1920 1954 IS ABOUT 10.45
 MF0593'MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0593'RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 5 POLES NORTHEAST
 MF0593'OF MILEPOST 59, 91 FEET SOUTH OF THE CENTER OF A CROSSING
 MF0593'OF THE RAILROAD AND A GRAVELED ROAD, 11-1/2 FEET EAST-SOUTHEAST
 MF0593'OF THE SOUTHEAST RAIL, 3-1/2 FEET WEST-NORTHWEST OF A WOODEN
 MF0593'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 MF0593'SET IN THE TOP OF A CONCRETE POST WHICH IS 3 FEET BELOW THE
 MF0593'SURFACE OF THE RIDGE FOR THE DITCH ON THE EAST SIDE OF THE
 MF0593'TRACK.
 MF0593'
 MF0593'R.M. JEFFERSON, STAMPED JEFFERSON 1920 IS 33.99 FEET
 MF0593'EAST-NORTHEAST OF THE STATION MARK, 95 FEET SOUTH-SOUTHEAST OF
 MF0593'A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 44-1/2 FEET
 MF0593'EAST OF THE EAST RAIL, 71 FEET SOUTH-SOUTHWEST OF A CORNER FENCE
 MF0593'POST, 2 FEET WEST OF A FENCE, 1.0 FOOT WEST OF A METAL WITNESS
 MF0593'POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 MF0593'CONCRETE POST WHICH IS 5 INCHES BELOW THE SURFACE OF THE
 MF0593'GROUND.
 MF0593'
 MF0593'NOTE--THE R.M. IS SET SHALLOW AND IS VERY LOOSE.  THE R.M.
 MF0593'WAS NOT LEVELED TO BY THIS PARTY IN 1969.
 MF0593'
 MF0593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.45 MILES
 MF0593'NORTH
 MF0593
 MF0593                          STATION RECOVERY (1970)
 MF0593
 MF0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF0593'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE
 MF0593'MARK WAS FOUND VERY LOOSE AND SHALLOW IN THE GROUND AND THE
 MF0593'DISK WAS SALVAGED.  REFERENCE MARKS 2 AND 3 WERE SET.  A NEW
 MF0593'DESCRIPTION FOLLOWS--
 MF0593'
 MF0593'THE STATION IS LOCATED 10.45 MILES NORTH ALONG THE CHICAGO,
 MF0593'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FOR THE STATION AT
 MF0593'MENDOTA, 91 FEET SOUTH OF THE CENTERLINE OF GRAVELED ROAD,
 MF0593'11 FEET EAST OF THE EAST RAIL OF RAILROAD, 34 FEET NORTHWEST
 MF0593'OF A FENCE, 85 FEET SOUTHWEST OF A FENCE CORNER AND 1 FOOT
 MF0593'NORTH OF A METAL WITNESS POST.  THE MONUMENT IS 4 INCHES
 MF0593'UNDERGROUND AND THE DISK IS STAMPED JEFFERSON 1920 1954.
 MF0593'
 MF0593'TO REACH THE STATION FROM THE INTERSECTION OF 1ST STREET AND
 MF0593'MAIN STREET AT THE SOUTHEAST CORNER OF THE COMPTON CITY PARK,
 MF0593'GO SOUTH AND EAST ON 1ST STREET FOR 1.0 MILE TO A SIDE ROAD
 MF0593'RIGHT.  CONTINUE EAST ON GRAVELED ROAD FOR 1.1 MILES TO RAILROAD
 MF0593'CROSSING AND THE STATION ON THE RIGHT.
 MF0593'
 MF0593'REFERENCE MARK 2 IS 71 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 MF0593'44 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF A FENCE, 42 FEET
 MF0593'SOUTH OF A FENCE CORNER AND 1 FOOT NORTH OF A METAL WITNESS
 MF0593'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MF0593'JEFFERSON 1920 NO 2 1970.
 MF0593'
 MF0593'REFERENCE MARK 3 IS 120 FEET SOUTH OF THE CENTERLINE OF THE
 MF0593'ROAD, 45 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF THE FENCE
 MF0593'AND 92 FEET SOUTH OF THE FENCE CORNER.  THE MONUMENT PROJECTS
 MF0593'4 INCHES AND THE DISK IS STAMPED JEFFERSON 1920 NO 3 1970.
 MF0593'
 MF0593'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0593'
 MF0593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 MF0593'MILES EAST OF COMPTON
 MF0593
 MF0593                          STATION RECOVERY (1972)
 MF0593
 MF0593'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (DRR)
 MF0593'JEFFERSON 1920, 1954-GOOD
 MF0593'
 MF0593'JEFFERSON 1920 NO 2 1970-GOOD
 MF0593'
 MF0593'JEFFERSON 1920 NO 3 1970-GOOD
 MF0593'
 MF0593'ALL MARKS FOUND AS DESCRIBED IN 1970.
 MF0593
 MF0593                          STATION RECOVERY (1995)
 MF0593
 MF0593'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0593'MARK NOT FOUND.
 MF0593
 MF0593                          STATION RECOVERY (2002)
 MF0593
 MF0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0593'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0593
 MF0593                          STATION RECOVERY (2003)
 MF0593
 MF0593'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0592 ***********************************************************************
 MF0592  DESIGNATION -  JEFFERSON RM 2
 MF0592  PID         -  MF0592
 MF0592  STATE/COUNTY-  IL/LEE
 MF0592  USGS QUAD   -  COMPTON (1993)
 MF0592
 MF0592                         *CURRENT SURVEY CONTROL
 MF0592  ___________________________________________________________________
 MF0592* NAD 83(1986)-  41 41 03.     (N)    089 03 05.     (W)     SCALED    
 MF0592* NAVD 88     -       280.35   (meters)     919.8    (feet)  RESET     
 MF0592  ___________________________________________________________________
 MF0592  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0592
 MF0592  VERT ORDER  -  THIRD
 MF0592
 MF0592.The horizontal coordinates were scaled from a topographic map and have
 MF0592.an estimated accuracy of +/- 6 seconds.
 MF0592
 MF0592.The orthometric height was computed from unverified reset data.
 MF0592.No vertical observational check was made to the station.
 MF0592
 MF0592.The geoid height was determined by GEOID03.
 MF0592
 MF0592;                    North         East    Units  Estimated Accuracy
 MF0592;SPC IL W     -   557,610.      792,850.      MT  (+/- 180 meters Scaled)
 MF0592
 MF0592                          SUPERSEDED SURVEY CONTROL
 MF0592
 MF0592  NGVD 29 (??/??/??)  280.38   (m)          919.9    (f) RESET       3  
 MF0592
 MF0592.Superseded values are not recommended for survey control.
 MF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0592.See file dsdata.txt to determine how the superseded data were derived.
 MF0592
 MF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM292167(NAD 83)
 MF0592_MARKER: DR = REFERENCE MARK DISK
 MF0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0592_STAMPING: JEFFERSON 1920 NO 2 1970
 MF0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0592+STABILITY: SURFACE MOTION
 MF0592
 MF0592  HISTORY     - Date     Condition        Report By
 MF0592  HISTORY     - 1970     MONUMENTED       NGS
 MF0592  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0592  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0592  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0592
 MF0592                          STATION DESCRIPTION
 MF0592
 MF0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MF0592'1.5 MI E FROM COMPTON.
 MF0592'1.0 MILE SOUTH AND EAST ALONG 1ST STREET FROM ITS INTERSECTION
 MF0592'WITH MAIN STREET AT THE SOUTHEAST CORNER OF THE COMPTON CITY
 MF0592'PARK TO A SIDE ROAD SOUTH, CONTINUE EAST ON GRAVELED ROAD FOR
 MF0592'1.1 MILES TO RAILROAD CROSSING AND THE MARK ON THE RIGHT.  71
 MF0592'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 44 FEET EAST OF THE
 MF0592'EAST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0592'RAILROAD, 1 FOOT WEST OF A FENCE, 42 FEET SOUTH OF A FENCE
 MF0592'CORNER AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE DISK IS
 MF0592'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 MF0592
 MF0592                          STATION RECOVERY (1995)
 MF0592
 MF0592'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0592'MARK NOT FOUND.
 MF0592
 MF0592                          STATION RECOVERY (2002)
 MF0592
 MF0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0592'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0592
 MF0592                          STATION RECOVERY (2003)
 MF0592
 MF0592'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0591 ***********************************************************************
 MF0591  DESIGNATION -  JEFFERSON RM 3
 MF0591  PID         -  MF0591
 MF0591  STATE/COUNTY-  IL/LEE
 MF0591  USGS QUAD   -  COMPTON (1993)
 MF0591
 MF0591                         *CURRENT SURVEY CONTROL
 MF0591  ___________________________________________________________________
 MF0591* NAD 83(1986)-  41 41 03.     (N)    089 03 05.     (W)     SCALED    
 MF0591* NAVD 88     -       280.39   (meters)     919.9    (feet)  RESET     
 MF0591  ___________________________________________________________________
 MF0591  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0591
 MF0591  VERT ORDER  -  THIRD
 MF0591
 MF0591.The horizontal coordinates were scaled from a topographic map and have
 MF0591.an estimated accuracy of +/- 6 seconds.
 MF0591
 MF0591.The orthometric height was computed from unverified reset data.
 MF0591.No vertical observational check was made to the station.
 MF0591
 MF0591.The geoid height was determined by GEOID03.
 MF0591
 MF0591;                    North         East    Units  Estimated Accuracy
 MF0591;SPC IL W     -   557,610.      792,850.      MT  (+/- 180 meters Scaled)
 MF0591
 MF0591                          SUPERSEDED SURVEY CONTROL
 MF0591
 MF0591  NGVD 29 (??/??/??)  280.42   (m)          920.0    (f) RESET       3  
 MF0591
 MF0591.Superseded values are not recommended for survey control.
 MF0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0591.See file dsdata.txt to determine how the superseded data were derived.
 MF0591
 MF0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM292167(NAD 83)
 MF0591_MARKER: DR = REFERENCE MARK DISK
 MF0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0591_STAMPING: JEFFERSON 1920 NO 3 1970
 MF0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0591+STABILITY: SURFACE MOTION
 MF0591
 MF0591  HISTORY     - Date     Condition        Report By
 MF0591  HISTORY     - 1970     MONUMENTED       NGS
 MF0591  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0591  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0591  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0591
 MF0591                          STATION DESCRIPTION
 MF0591
 MF0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MF0591'1.5 MI E FROM COMPTON.
 MF0591'1.0 MILE SOUTH AND EAST ALONG 1ST STREET FROM ITS INTERSECTION
 MF0591'WITH MAIN STREET AT THE SOUTHEAST CORNER OF THE COMPTON CITY
 MF0591'PARK TO A SIDE ROAD RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD
 MF0591'FOR 1.1 MILES TO RAILROAD CROSSING AND THE MARK ON THE RIGHT.
 MF0591'120 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 45 FEET EAST OF
 MF0591'THE EAST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0591'RAILROAD, 1 FOOT WEST OF A FENCE AND 92 FEET SOUTH OF A FENCE
 MF0591'CORNER, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MF0591'ABOUT 4 INCHES.
 MF0591
 MF0591                          STATION RECOVERY (1995)
 MF0591
 MF0591'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0591'MARK NOT FOUND.
 MF0591
 MF0591                          STATION RECOVERY (2002)
 MF0591
 MF0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0591'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0591
 MF0591                          STATION RECOVERY (2003)
 MF0591
 MF0591'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0730 ***********************************************************************
 MG0730  DESIGNATION -  JENSEN
 MG0730  PID         -  MG0730
 MG0730  STATE/COUNTY-  IL/WARREN
 MG0730  USGS QUAD   -  ALEXIS (1982)
 MG0730
 MG0730                         *CURRENT SURVEY CONTROL
 MG0730  ___________________________________________________________________
 MG0730* NAD 83(1997)-  41 00 28.10048(N)    090 36 27.19216(W)     ADJUSTED  
 MG0730* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 MG0730  ___________________________________________________________________
 MG0730  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 MG0730  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0730
 MG0730  HORZ ORDER  -  FIRST
 MG0730
 MG0730.The horizontal coordinates were established by classical geodetic methods
 MG0730.and adjusted by the National Geodetic Survey in October 1999..
 MG0730
 MG0730.The orthometric height was scaled from a topographic map.
 MG0730
 MG0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0730
 MG0730.The geoid height was determined by GEOID03.
 MG0730
 MG0730;                    North         East     Units Scale Factor Converg.
 MG0730;SPC IL W     -   481,985.959   662,912.422   MT  0.99995810   -0 17 21.5
 MG0730;SPC IL W     - 1,581,315.60  2,174,905.17   sFT  0.99995810   -0 17 21.5
 MG0730;UTM  15      - 4,542,380.647   701,192.920   MT  1.00009823   +1 34 13.3
 MG0730
 MG0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0730!SPC IL W     -   0.99997019  x   0.99995810  =   0.99992830
 MG0730!UTM  15      -   0.99997019  x   1.00009823  =   1.00006842
 MG0730
 MG0730:                Primary Azimuth Mark                     Grid Az
 MG0730:SPC IL W     -  VIOLA MUNICIPAL TANK                     004 45 46.0
 MG0730:UTM  15      -  VIOLA MUNICIPAL TANK                     002 54 11.2
 MG0730
 MG0730|---------------------------------------------------------------------|
 MG0730| PID    Reference Object                     Distance      Geod. Az  |
 MG0730|                                                           dddmmss.s |
 MG0730| MG0729 VIOLA MUNICIPAL TANK                APPROX.21.7 KM 0042824.5 |
 MG0730| MG0706 THOMA                               APPROX.18.2 KM 0765644.7 |
 MG0730| LD0726 KANSAS CITY CHICAGO AWY BN 25A      APPROX.12.6 KM 1014255.6 |
 MG0730| LD0722 KANSAS CITY CHICAGO AWY BN 25B      APPROX.19.5 KM 1044738.7 |
 MG0730| CL9614 JENSEN RM 1                          34.305 METERS 11959     |
 MG0730| LD0756 ORMONDE STANOLIND PLINE CO TK       APPROX.17.1 KM 1822501.0 |
 MG0730| LD0760 MONMOUTH MUNICIPAL TANK             APPROX.11.8 KM 1972115.6 |
 MG0730| LD0761 KANSAS CITY CHICAGO AWY BCN 24      APPROX. 9.0 KM 1974201.8 |
 MG0730| LD0759 MONMOUTH WARREN CO CTHSE CUP        APPROX.11.2 KM 1981724.0 |
 MG0730| LD0762 MONMOUTH CATHOLIC CHURCH SPIRE      APPROX.11.3 KM 1985312.5 |
 MG0730| CL9615 JENSEN RM 2                          25.989 METERS 23529     |
 MG0730| CL9613 JENSEN AZ MK                                       2693929.7 |
 MG0730| MG0732 ALEDO WATER TANK                    APPROX.24.6 KM 3304647.2 |
 MG0730| MG0731 ALEDO MERCER CO CTHSE CUPOLA        APPROX.24.4 KM 3305601.8 |
 MG0730|---------------------------------------------------------------------|
 MG0730
 MG0730                          SUPERSEDED SURVEY CONTROL
 MG0730
 MG0730  NAD 83(1997)-  41 00 28.10057(N)    090 36 27.19235(W) AD(       ) 1
 MG0730  NAD 83(1986)-  41 00 28.10377(N)    090 36 27.19401(W) AD(       ) 1
 MG0730  NAD 27      -  41 00 27.97100(N)    090 36 26.70500(W) AD(       ) 1
 MG0730
 MG0730.Superseded values are not recommended for survey control.
 MG0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0730.See file dsdata.txt to determine how the superseded data were derived.
 MG0730
 MG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF0119342381(NAD 83)
 MG0730_MARKER: DS = TRIANGULATION STATION DISK
 MG0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0730
 MG0730  HISTORY     - Date     Condition        Report By
 MG0730  HISTORY     - 1939     MONUMENTED       CGS
 MG0730  HISTORY     - 1972     GOOD             ILHD
 MG0730  HISTORY     - 1975     GOOD             USGS
 MG0730  HISTORY     - 1976     GOOD             NGS
 MG0730  HISTORY     - 20010331 GOOD             NGS
 MG0730
 MG0730                          STATION DESCRIPTION
 MG0730
 MG0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 MG0730'THE STATION IS LOCATED 6-3/4 MILES NORTH AND 2 MILES EAST OF
 MG0730'MONMOUTH.  4 MILES SOUTH AND 2-1/2 MILES WEST OF ALEXIS.
 MG0730'IN THE SOUTHWEST QUARTER OF SEC. 22, T. 12 N., R. 2 W.  24-1/2
 MG0730'FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST SECTION
 MG0730'LINE ROAD.  30 FEET EAST OF A TELEPHONE POLE.  5-1/2 FEET
 MG0730'EAST OF A NORTH-AND-SOUTH FENCE LINE.  1 FOOT NORTH OF AN
 MG0730'EAST-AND-WEST FENCE LINE.  AND 0.15 MILE EAST OF A CROSSROADS
 MG0730'AT THE SOUTHWEST CORNER OF THE SECTION.  THE MARKS
 MG0730'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 MG0730'JENSEN 1939.
 MG0730'
 MG0730'TO REACH THE STATION FROM THE NORTH SIDE OF THE SQUARE IN
 MG0730'THE CENTER OF MONMOUTH, GO NORTH ON U.S. HIGHWAY NO. 67 FOR
 MG0730'6.45 MILES TO A CROSS ROAD.  TURN RIGHT (EAST) AND GO 1.15
 MG0730'MILES TO A NORTH-AND-SOUTH FENCE LINE AND THE STATION ON
 MG0730'THE NORTH SIDE OF THE ROAD.
 MG0730'
 MG0730'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MG0730'BRONZE DISKS SET IN CONCRETE.
 MG0730'
 MG0730'REFERENCE MARK NO. 1 IS 112.51 FEET, 34.295 METERS, EAST-SOUTHEAST
 MG0730'OF THE STATION.  27 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 MG0730'ON THE NORTH SIDE OF A FENCE LINE.  AND 11 FEET SOUTHWEST
 MG0730'OF A 24-INCH LONE ELM TREE.  THE MARK PROJECTS
 MG0730'6 INCHES ABOVE THE GROUND AND IS STAMPED JENSEN NO 1 1939.
 MG0730'
 MG0730'REFERENCE MARK NO. 2 IS 85.26 FEET, 25.988 METERS, SOUTHWEST
 MG0730'OF THE STATION.  ON THE NORTH SIDE OF A FENCE LINE.  27 FEET
 MG0730'SOUTH OF THE CENTER LINE OF THE ROAD.  AND 25 FEET EAST OF
 MG0730'A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES ABOVE
 MG0730'THE GROUND AND IS STAMPED JENSEN NO 2 1939.
 MG0730'
 MG0730'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE WEST OF THE STATION.
 MG0730'ON THE NORTH SIDE OF A FENCE LINE.  AND 23 FEET SOUTH OF THE
 MG0730'CENTER LINE OF THE ROAD.  THE MARK PROJECTS 6
 MG0730'INCHES ABOVE THE GROUND AND IS STAMPED JENSEN 1939.
 MG0730'
 MG0730'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS WHICH
 MG0730'PROJECT 2-1/2 FEET ABOVE THE GROUND.
 MG0730'
 MG0730'103-FOOT TOWER IS NEEDED TO SEE 103-FOOT TOWER AT ROSETTA 1931.
 MG0730'
 MG0730'64-FOOT TOWER IS NEEDED TO SEE 103-FOOT TOWER AT THOMA.
 MG0730'
 MG0730'64-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT DUKE.
 MG0730'
 MG0730'64-FOOT TOWER IS NEEDED TO SEE 103-FOOT TOWER AT KIRK.
 MG0730'
 MG0730'37-FOOT TOWER IS NEEDED TO SEE 64-FOOT TOWER AT MONMOUTH.
 MG0730'
 MG0730'37-FOOT TOWER IS NEEDED TO SEE 103-FOOT TOWER AT ORMONDE.
 MG0730'
 MG0730'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MG0730
 MG0730                          STATION RECOVERY (1972)
 MG0730
 MG0730'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (DRR)
 MG0730'JENSON 1939-GOOD
 MG0730'
 MG0730'JENSON NO. 1 1939-GOOD
 MG0730'
 MG0730'JENSON NO. 2 1939-GOOD
 MG0730'
 MG0730'STATION AND R.M. 1 AND R.M. 2 WERE RECOVERED AS DESCRIBED
 MG0730'EXCEPT FOR THE FOLLOWING CHANGES--STATION IS 89 FT N.E. OF
 MG0730'A POWER POLE, R.M. 1 IS 173 FT E. OF SAME POWER POLE, AND
 MG0730'R.M. 2 IS 4.7 FT E. OF THE POWER POLE.  SOME DELETIONS IN THE
 MG0730'DESCRIPTION SHOULD BE MADE.  FOR STATION - DELETE 30 FT EAST
 MG0730'OF A TELEPHONE POLE.  5-1/2 FT. E. OF A NORTH-SOUTH FENCE
 MG0730'LINE.  FOR R.M. 1 - DELETE - 11 FEET SOUTHWEST OF A 24-INCH
 MG0730'ELM TREE.  FOR R.M. 2 - DELETE - 25 FEET EAST OF A TELEPHONE
 MG0730'POLE.
 MG0730
 MG0730                          STATION RECOVERY (1975)
 MG0730
 MG0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JWO)
 MG0730'AZIMUTH MARK NOT FOUND AFTER SEARCH.  MAY HAVE BEEN DESTROYED
 MG0730'DUE TO DITCHING.
 MG0730
 MG0730                          STATION RECOVERY (1976)
 MG0730
 MG0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MG0730'RM 1 TO RM 2 OBSTRUCTED BY THORN TREES AND HEAVY BRUSH.
 MG0730'
 MG0730'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MG0730'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND ASSUMED DESTROYED
 MG0730'BY AN UNDERGROUND DITCHING MACHINE.  THE ANGLE BETWEEN THE
 MG0730'REFERENCE MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.02
 MG0730'FOOT LONGER.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.  DUE
 MG0730'TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS--
 MG0730'
 MG0730'STATION IS ABOUT 7 MILES NORTH NORTHEAST OF MONMOUTH, 2-1/2 MILES
 MG0730'SOUTHWEST OF ALEXIS AND ON ROAD R-O-W.  IT IS 0.15 MILE EAST OF A
 MG0730'CROSSROADS, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD AND 1 FOOT
 MG0730'NORTH OF A FENCELINE AND METAL WITNESS POST.  THE MONUMENT
 MG0730'PROJECTS 5 INCHES AND THE DISK STAMPED JENSEN 1939.
 MG0730'
 MG0730'REFERENCE MARK 1 IS 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MG0730'1 FOOT NORTH OF A FENCELINE AND 1 FOOT EAST OF A METAL WITNESS
 MG0730'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK STAMPED
 MG0730'JENSEN NO 1 1939.
 MG0730'
 MG0730'REFERENCE MARK 2 IS 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MG0730'5 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF THE FENCELINE AND
 MG0730'1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 8
 MG0730'INCHES AND THE DISK STAMPED JENSEN NO 2 1939.
 MG0730'
 MG0730'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 34 AND
 MG0730'67 AT THE NORTH EDGE OF MONMOUTH, GO NORTH ON U.S. HIGHWAY 67 FOR
 MG0730'5.85 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED
 MG0730'ROAD FOR 1.15 MILE TO THE STATION ON THE LEFT, NORTH SIDE OF THE
 MG0730'ROAD AS DESCRIBED.
 MG0730'
 MG0730'NOTE--THERE WAS NO OBJECT VISIBLE TO ESTABLISH A NEW AZIMUTH MARK
 MG0730'FROM.
 MG0730'
 MG0730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH
 MG0730'NORTHEAST OF MONMOUTH.
 MG0730'
 MG0730'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MG0730
 MG0730                          STATION RECOVERY (2001)
 MG0730
 MG0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MG0730'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0598 ***********************************************************************
 MF0598  DESIGNATION -  JERSEY
 MF0598  PID         -  MF0598
 MF0598  STATE/COUNTY-  IL/LEE
 MF0598  USGS QUAD   -  COMPTON (1993)
 MF0598
 MF0598                         *CURRENT SURVEY CONTROL
 MF0598  ___________________________________________________________________
 MF0598* NAD 83(1997)-  41 39 20.84320(N)    089 03 41.58307(W)     ADJUSTED  
 MF0598* NAVD 88     -       283.899  (meters)     931.43   (feet)  ADJUSTED  
 MF0598  ___________________________________________________________________
 MF0598  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MF0598  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0598  DYNAMIC HT  -         283.790 (meters)     931.07  (feet)  COMP
 MF0598  MODELED GRAV-     980,230.4   (mgal)                       NAVD 88
 MF0598
 MF0598  HORZ ORDER  -  SECOND
 MF0598  VERT ORDER  -  FIRST     CLASS I
 MF0598
 MF0598.The horizontal coordinates were established by classical geodetic methods
 MF0598.and adjusted by the National Geodetic Survey in October 1999..
 MF0598
 MF0598.The orthometric height was determined by differential leveling
 MF0598.and adjusted by the National Geodetic Survey in June 1991..
 MF0598
 MF0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0598
 MF0598.The geoid height was determined by GEOID03.
 MF0598
 MF0598.The dynamic height is computed by dividing the NAVD 88
 MF0598.geopotential number by the normal gravity value computed on the
 MF0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0598.degrees latitude (g = 980.6199 gals.).
 MF0598
 MF0598.The modeled gravity was interpolated from observed gravity values.
 MF0598
 MF0598;                    North         East     Units Scale Factor Converg.
 MF0598;SPC IL W     -   554,443.469   792,046.719   MT  1.00004540   +0 44 04.5
 MF0598;SPC IL W     - 1,819,036.61  2,598,573.28   sFT  1.00004540   +0 44 04.5
 MF0598;SPC IL E     -   554,128.362   239,343.894   MT  1.00002026   -0 29 02.5
 MF0598;SPC IL E     - 1,818,002.80    785,247.43   sFT  1.00002026   -0 29 02.5
 MF0598;UTM  16      - 4,613,613.118   328,345.865   MT  0.99996261   -1 22 14.0
 MF0598
 MF0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0598!SPC IL W     -   0.99996065  x   1.00004540  =   1.00000605
 MF0598!SPC IL E     -   0.99996065  x   1.00002026  =   0.99998091
 MF0598!UTM  16      -   0.99996065  x   0.99996261  =   0.99992326
 MF0598
 MF0598|---------------------------------------------------------------------|
 MF0598| PID    Reference Object                     Distance      Geod. Az  |
 MF0598|                                                           dddmmss.s |
 MF0598| MF0600 JERSEY RM 2                          20.538 METERS 01527     |
 MF0598| MF0599 JERSEY RM                             5.230 METERS 10412     |
 MF0598| MF0601 JERSEY RM 3                           5.865 METERS 11458     |
 MF0598| MF1556 IMMANUEL EV LUTH CH SPIRE           APPROX. 2.9 KM 2365036.3 |
 MF0598|---------------------------------------------------------------------|
 MF0598
 MF0598                          SUPERSEDED SURVEY CONTROL
 MF0598
 MF0598  NAD 83(1997)-  41 39 20.84391(N)    089 03 41.58502(W) AD(       ) 2
 MF0598  NAD 83(1986)-  41 39 20.84899(N)    089 03 41.58779(W) AD(       ) 2
 MF0598  NAD 27      -  41 39 20.74420(N)    089 03 41.27990(W) AD(       ) 2
 MF0598  NGVD 29 (??/??/92)  283.926  (m)          931.51   (f) ADJ UNCH    1 1
 MF0598
 MF0598.Superseded values are not recommended for survey control.
 MF0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0598.See file dsdata.txt to determine how the superseded data were derived.
 MF0598
 MF0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2834613613(NAD 83)
 MF0598_MARKER: DS = TRIANGULATION STATION DISK
 MF0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0598_STAMPING: 931.534 JERSEY 1920
 MF0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0598+STABILITY: SURFACE MOTION
 MF0598
 MF0598  HISTORY     - Date     Condition        Report By
 MF0598  HISTORY     - 1920     MONUMENTED       CGS
 MF0598  HISTORY     - 1954     GOOD             CGS
 MF0598  HISTORY     - 1969     GOOD             CGS
 MF0598  HISTORY     - 1969     GOOD             NGS
 MF0598  HISTORY     - 1970     GOOD             NGS
 MF0598  HISTORY     - 1970     GOOD             NGS
 MF0598  HISTORY     - 1972     GOOD             ILHD
 MF0598  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0598  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF0598  HISTORY     - 20030723 POOR             USPSQD
 MF0598
 MF0598                          STATION DESCRIPTION
 MF0598
 MF0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0598'STATION IS ABOUT 3 MILES S OF ROXBURY, ON THE E SIDE OF THE
 MF0598'CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 100 YARDS
 MF0598'SE OF THE RESIDENCE OF CONRAD ZIMMERMAN, AND 17 YARDS S OF
 MF0598'THE THIRD SECTION-LINE ROAD CROSSING S OF ROXBURY.  THE SURFACE,
 MF0598'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 MF0598'SET IN CONCRETE.  THE
 MF0598'REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR THE
 MF0598'FENCE LINE, 5.23 METERS (17.16 FEET) FROM THE STATION,
 MF0598'S 75 DEG 58 MIN E.
 MF0598
 MF0598                          STATION RECOVERY (1954)
 MF0598
 MF0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0598'THIS TRAVERSE STATION RECOVERED IN GOOD CONDITION.
 MF0598'
 MF0598'TO REACH FROM THE RAILROAD STATION AT ROXBURY, GO E FOR 0.15
 MF0598'MI. TO A SIDE ROAD RIGHT, TURN RIGHT AND GO S FOR 1.0 MI. TO
 MF0598'A SIDE ROAD RIGHT, TURN RIGHT AND GO W FOR 0.75 MI. TO A
 MF0598'RAILROAD CROSSING, CROSS TRACKS, CONTINUE 0.1 MI. TO A SIDE
 MF0598'ROAD LEFT, TURN LEFT AND GO S FOR 2.0 MI. TO A CROSSROAD, TURN
 MF0598'RIGHT AND GO W FOR 0.5 MI. TO A RAILROAD CROSSING AND THE
 MF0598'STATION AT THE LEFT ON THE E SIDE OF THE TRACKS.
 MF0598'
 MF0598'STATION MARK IS 27.2 FT. E OF THE E RAIL, 47.35 FT. S-SE OF
 MF0598'THE RAILROAD CROSSING SIGN ON THE E SIDE OF THE TRACKS, AND
 MF0598'23.0 FT. S OF THE CENTER OF A DIRT-ROAD CROSSING.  THE MARK
 MF0598'IS FLUSH WITH THE GROUND.
 MF0598'
 MF0598'THE REFERENCE MARK IS 2.1 FT. SW OF THE BRACE POST OF THE
 MF0598'RAILROAD RIGHT-OF-WAY FENCE.  THE MARK IS FLUSH WITH THE
 MF0598'GROUND.
 MF0598'
 MF0598'THE 1920 DESCRIPTION WAS FOUND INADEQUATE EXCEPT AS TO TYPE
 MF0598'OF MARKS, AND DISTANCE AND DIRECTION TO REFERENCE MARK WHICH
 MF0598'CHECKED.
 MF0598
 MF0598                          STATION RECOVERY (1969)
 MF0598
 MF0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0598'THE STATION MARK, STAMPED 931.534 JERSEY 1920 IS ABOUT 8.35
 MF0598'MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0598'RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 0.1 MILE NORTH
 MF0598'OF MILEPOST 61, 28-1/2 FEET EAST OF THE EAST RAIL, 33-1/2
 MF0598'FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 47-1/2
 MF0598'FEET SOUTHEAST AND ACROSS THE ROAD FROM A RAILROAD CROSSING
 MF0598'SIGN, 24 FEET WEST-SOUTHWEST OF A POWER POLE, 22 FEET
 MF0598'WEST-SOUTHWEST OF A CORNER FENCE POST, 19-1/2 FEET WEST OF A
 MF0598'FENCE, 17.16 FEET WEST OF R.M. JERSEY, ABOUT 2 FEET ABOVE
 MF0598'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MF0598'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 MF0598'GROUND.
 MF0598'
 MF0598'R.M. JERSEY, STAMPED JERSEY 1920 IS 17.16 FEET EAST OF THE
 MF0598'STATION MARK, 45 FEET EAST OF THE EAST RAIL, 37 FEET SOUTH
 MF0598'OF THE CENTER LINE OF A GRADED DIRT ROAD, 11-1/2 FEET SOUTH
 MF0598'OF A CORNER FENCE POST, 12-1/2 FEET SOUTH OF A POWER POLE, 2
 MF0598'FEET WEST OF A FENCE, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK,
 MF0598'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 MF0598'ABOVE THE SURFACE OF THE GROUND.
 MF0598'
 MF0598'NOTE--THIS MARK IS SET SHALLOW AND IS VERY LOOSE.  IT WAS NOT
 MF0598'LEVELED TO BY THIS PARTY IN 1969.
 MF0598'
 MF0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.35 MILES
 MF0598'NORTH
 MF0598
 MF0598                          STATION RECOVERY (1969)
 MF0598
 MF0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0598'8.4 MI N FROM MENDOTA.
 MF0598'ABOUT 8.35 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0598'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA,
 MF0598'0.1 MILE NORTH OF MILEPOST 61, 28 1/2 FEET EAST OF THE EAST
 MF0598'RAIL, 33 1/2 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT
 MF0598'ROAD, 47 1/2 FEET SOUTHEAST AND ACROSS THE ROAD FROM A
 MF0598'RAILROAD CROSSING SIGN, 24 FEET WEST-SOUTHWEST OF A POWER POLE,
 MF0598'22 FEET WEST-SOUTHWEST OF A CORNER FENCE POST, 19 1/2 FEET WEST
 MF0598'OF A FENCE, 17.16 FEET WEST OF R.M. JERSEY, ABOUT 2 FEET ABOVE
 MF0598'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MF0598'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC
 MF0598'25, T37N, R 1E.
 MF0598
 MF0598                          STATION RECOVERY (1970)
 MF0598
 MF0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF0598'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE
 MF0598'MARK WAS FOUND LOOSE AND ABOUT 1 FOOT DEEP AND THE DISK WAS
 MF0598'SALVAGED.  REFERENCE MARKS 2 AND 3 WERE SET.  A NEW DESCRIPTION
 MF0598'FOLLOWS--
 MF0598'
 MF0598'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MENDOTA,
 MF0598'ALONG THE EAST SIDE AND ON THE RIGHT-OF-WAY OF THE CHICAGO,
 MF0598'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 1 FOOT NORTH OF A METAL
 MF0598'WITNESS POST, 33 FEET SOUTH OF THE CENTERLINE OF ROAD, 24 FEET
 MF0598'WEST SOUTHWEST OF A POWER POLE, 22 FEET SOUTHWEST OF A FENCE
 MF0598'CORNER AND 28 FEET EAST OF THE EAST RAIL.  THE MONUMENT PROJECTS
 MF0598'3 INCHES AND THE DISK IS STAMPED JERSEY 1920 931.534.
 MF0598'
 MF0598'TO REACH THE STATION FROM THE INTERSECTION OF 1ST AND MAIN
 MF0598'STREETS AT THE SOUTHEAST CORNER OF THE COMPTON CITY PARK, GO
 MF0598'SOUTH AND EAST ON 1ST STREET FOR 1.0 MILE TO A SIDE ROAD RIGHT.
 MF0598'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 2.0 MILES TO A
 MF0598'CROSSROAD.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 0.55
 MF0598'MILE TO A RAILROAD CROSSING AND THE STATION ON THE RIGHT.
 MF0598'
 MF0598'REFERENCE MARK 2 IS 45 FEET EAST OF THE EAST RAIL, 2 FEET
 MF0598'WEST OF A FENCE, 32 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MF0598'AND 58 FEET NORTH OF A FENCE CORNER AND POWER POLE.  THE
 MF0598'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED JERSEY 1920
 MF0598'NO 2 1970.
 MF0598'
 MF0598'REFERENCE MARK 3 IS 41 FEET SOUTH OF THE CENTERLINE OF THE
 MF0598'ROAD 15 FEET SOUTH OF THE FENCE CORNER AND POWER POLE, 1 FOOT
 MF0598'WEST OF FENCE AND 46 FEET EAST OF THE EAST RAIL.  THE MONUMENT
 MF0598'PROJECTS 4 INCHES AND THE DISK IS STAMPED JERSEY 1920 NO 3 1970.
 MF0598'
 MF0598'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0598'
 MF0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 MF0598'SOUTHEAST OF COMPTON
 MF0598
 MF0598                          STATION RECOVERY (1970)
 MF0598
 MF0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MF0598'RECOVERED IN GOOD CONDITION.
 MF0598
 MF0598                          STATION RECOVERY (1972)
 MF0598
 MF0598'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (DRR)
 MF0598'JERSEY 1920 931.534-GOOD
 MF0598'
 MF0598'1920 IS NO LONGER VISIBLE FROM JERSEY BECAUSE A NEW POWER
 MF0598'LINE IS BEING CONSTRUCTED AT THIS TIME AND A POLE CLOSE TO
 MF0598'JERSEY BLOCKS THE SIGHT TO DAVIESS.
 MF0598
 MF0598                          STATION RECOVERY (1995)
 MF0598
 MF0598'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0598'MARK NOT FOUND.
 MF0598
 MF0598                          STATION RECOVERY (2002)
 MF0598
 MF0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0598'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0598
 MF0598                          STATION RECOVERY (2003)
 MF0598
 MF0598'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0598'FOUND MONUMENT. DISK MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0600 ***********************************************************************
 MF0600  DESIGNATION -  JERSEY RM 2
 MF0600  PID         -  MF0600
 MF0600  STATE/COUNTY-  IL/LEE
 MF0600  USGS QUAD   -  COMPTON (1993)
 MF0600
 MF0600                         *CURRENT SURVEY CONTROL
 MF0600  ___________________________________________________________________
 MF0600* NAD 83(1986)-  41 39 20.     (N)    089 03 41.     (W)     SCALED    
 MF0600* NAVD 88     -       283.89   (meters)     931.4    (feet)  RESET     
 MF0600  ___________________________________________________________________
 MF0600  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0600
 MF0600  VERT ORDER  -  THIRD
 MF0600
 MF0600.The horizontal coordinates were scaled from a topographic map and have
 MF0600.an estimated accuracy of +/- 6 seconds.
 MF0600
 MF0600.The orthometric height was computed from unverified reset data.
 MF0600.No vertical observational check was made to the station.
 MF0600
 MF0600.The geoid height was determined by GEOID03.
 MF0600
 MF0600;                    North         East    Units  Estimated Accuracy
 MF0600;SPC IL W     -   554,420.      792,060.      MT  (+/- 180 meters Scaled)
 MF0600
 MF0600                          SUPERSEDED SURVEY CONTROL
 MF0600
 MF0600  NGVD 29 (??/??/??)  283.92   (m)          931.5    (f) RESET       3  
 MF0600
 MF0600.Superseded values are not recommended for survey control.
 MF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0600.See file dsdata.txt to determine how the superseded data were derived.
 MF0600
 MF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM283135(NAD 83)
 MF0600_MARKER: DR = REFERENCE MARK DISK
 MF0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0600_STAMPING: JERSEY 1920 NO 2 1970
 MF0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0600+STABILITY: SURFACE MOTION
 MF0600
 MF0600  HISTORY     - Date     Condition        Report By
 MF0600  HISTORY     - 1970     MONUMENTED       NGS
 MF0600  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0600  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0600  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF0600
 MF0600                          STATION DESCRIPTION
 MF0600
 MF0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MF0600'3 MI SE FROM COMPTON.
 MF0600'ABOUT 1.0 MILE SOUTH AND EAST ALONG 1ST STREET FROM ITS
 MF0600'INTERSECTION WITH MAIN STREET AT THE SOUTHEAST CORNER OF THE
 MF0600'COMPTON CITY PARK, THENCE SOUTH ON GRAVELED ROAD FOR 2.0 MILES
 MF0600'TO A CROSSROAD, THENCE EAST ON GRAVELED ROAD FOR 0.55 MILE
 MF0600'TO RAILROAD CROSSING AND THE MARK ON THE LEFT.  45 FEET EAST OF
 MF0600'THE EAST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0600'RAILROAD, 2 FEET WEST OF A FENCE, 32 FEET NORTH OF THE CENTER
 MF0600'LINE OF THE ROAD, 58 FEET NORTH OF A FENCE CORNER AND A POWER
 MF0600'POLE, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MF0600'ABOUT 4 INCHES.
 MF0600
 MF0600                          STATION RECOVERY (1995)
 MF0600
 MF0600'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0600'MARK NOT FOUND.
 MF0600
 MF0600                          STATION RECOVERY (2002)
 MF0600
 MF0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0600'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0600
 MF0600                          STATION RECOVERY (2003)
 MF0600
 MF0600'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0601 ***********************************************************************
 MF0601  DESIGNATION -  JERSEY RM 3
 MF0601  PID         -  MF0601
 MF0601  STATE/COUNTY-  IL/LEE
 MF0601  USGS QUAD   -  COMPTON (1993)
 MF0601
 MF0601                         *CURRENT SURVEY CONTROL
 MF0601  ___________________________________________________________________
 MF0601* NAD 83(1986)-  41 39 20.     (N)    089 03 41.     (W)     SCALED    
 MF0601* NAVD 88     -       283.81   (meters)     931.1    (feet)  RESET     
 MF0601  ___________________________________________________________________
 MF0601  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0601
 MF0601  VERT ORDER  -  THIRD
 MF0601
 MF0601.The horizontal coordinates were scaled from a topographic map and have
 MF0601.an estimated accuracy of +/- 6 seconds.
 MF0601
 MF0601.The orthometric height was computed from unverified reset data.
 MF0601.No vertical observational check was made to the station.
 MF0601
 MF0601.The geoid height was determined by GEOID03.
 MF0601
 MF0601;                    North         East    Units  Estimated Accuracy
 MF0601;SPC IL W     -   554,420.      792,060.      MT  (+/- 180 meters Scaled)
 MF0601
 MF0601                          SUPERSEDED SURVEY CONTROL
 MF0601
 MF0601  NGVD 29 (??/??/??)  283.84   (m)          931.2    (f) RESET       3  
 MF0601
 MF0601.Superseded values are not recommended for survey control.
 MF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0601.See file dsdata.txt to determine how the superseded data were derived.
 MF0601
 MF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM283135(NAD 83)
 MF0601_MARKER: DR = REFERENCE MARK DISK
 MF0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0601_STAMPING: JERSEY 1920 NO 3 1970
 MF0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0601+STABILITY: SURFACE MOTION
 MF0601
 MF0601  HISTORY     - Date     Condition        Report By
 MF0601  HISTORY     - 1970     MONUMENTED       NGS
 MF0601  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF0601  HISTORY     - 20020123 GOOD             NGS
 MF0601  HISTORY     - 20030723 GOOD             USPSQD
 MF0601
 MF0601                          STATION DESCRIPTION
 MF0601
 MF0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MF0601'3 MI SE FROM COMPTON.
 MF0601'ABOUT 1 MILE SOUTH AND EAST ALONG 1ST STREET FROM ITS INTERSECTION
 MF0601'WITH MAIN STREET AT THE SOUTHEAST CORNER OF THE COMPTON CITY
 MF0601'PARK, THENCE SOUTH ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD,
 MF0601'THENCE EAST ALONG GRAVELED ROAD FOR 0.55 MILE TO RAILROAD
 MF0601'CROSSING AND THE MARK ON THE RIGHT.  41 FEET SOUTH OF THE CENTERLINE
 MF0601'OF THE ROAD, 16 FEET SOUTH OF A FENCE CORNER AND POWER POLE,
 MF0601'1 FOOT WEST OF A FENCE AND 46 FEET EAST OF THE EAST RAIL OF
 MF0601'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.  SET
 MF0601'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 MF0601
 MF0601                          STATION RECOVERY (1995)
 MF0601
 MF0601'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0601'MARK NOT FOUND.
 MF0601
 MF0601                          STATION RECOVERY (2002)
 MF0601
 MF0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0601'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0601
 MF0601                          STATION RECOVERY (2003)
 MF0601
 MF0601'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9196 ***********************************************************************
 DE9196  DESIGNATION -  JERSEYVILLE
 DE9196  PID         -  DE9196
 DE9196  STATE/COUNTY-  IL/JERSEY
 DE9196  USGS QUAD   -  JERSEYVILLE SOUTH (1983)
 DE9196
 DE9196                         *CURRENT SURVEY CONTROL
 DE9196  ___________________________________________________________________
 DE9196* NAD 83(1997)-  39 06 30.84835(N)    090 18 54.96976(W)     ADJUSTED  
 DE9196* NAVD 88     -       189.5    (meters)     622.     (feet)  GPS OBS   
 DE9196  ___________________________________________________________________
 DE9196  X           -     -27,269.403 (meters)                     COMP
 DE9196  Y           -  -4,955,780.760 (meters)                     COMP
 DE9196  Z           -   4,001,776.303 (meters)                     COMP
 DE9196  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 DE9196  ELLIP HEIGHT-         157.85  (meters)          (02/03/05) GPS OBS
 DE9196  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DE9196
 DE9196  HORZ ORDER  -  FIRST
 DE9196  ELLP ORDER  -  FOURTH    CLASS II
 DE9196
 DE9196.The horizontal coordinates were established by GPS observations
 DE9196.and adjusted by the National Geodetic Survey in January 2003..
 DE9196
 DE9196.The orthometric height was determined by GPS observations and a
 DE9196.high-resolution geoid model.
 DE9196
 DE9196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9196
 DE9196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9196
 DE9196.The ellipsoidal height was determined by GPS observations
 DE9196.and is referenced to NAD 83.
 DE9196
 DE9196.The geoid height was determined by GEOID03.
 DE9196
 DE9196;                    North         East     Units Scale Factor Converg.
 DE9196;SPC IL W     -   271,032.038   687,147.531   MT  0.99994321   -0 05 37.5
 DE9196;SPC IL W     -   889,210.94  2,254,416.52   sFT  0.99994321   -0 05 37.5
 DE9196;UTM  15      - 4,332,256.780   732,137.368   MT  1.00026358   +1 41 39.3
 DE9196
 DE9196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9196!SPC IL W     -   0.99997523  x   0.99994321  =   0.99991845
 DE9196!UTM  15      -   0.99997523  x   1.00026358  =   1.00023881
 DE9196
 DE9196|---------------------------------------------------------------------|
 DE9196| PID    Reference Object                     Distance      Geod. Az  |
 DE9196|                                                           dddmmss.s |
 DE9196| DE9197 JERSEYVILLE AZI                     375.425 METERS 08632     |
 DE9196|---------------------------------------------------------------------|
 DE9196
 DE9196                          SUPERSEDED SURVEY CONTROL
 DE9196
 DE9196  ELLIP H (01/06/03)  157.88   (m)                       GP(       ) 3 2
 DE9196
 DE9196.Superseded values are not recommended for survey control.
 DE9196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9196.See file dsdata.txt to determine how the superseded data were derived.
 DE9196
 DE9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD3213732257(NAD 83)
 DE9196_MARKER: A = ALUMINUM MARKER
 DE9196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9196_STAMPING: JERSEYVILLE 1996
 DE9196_MARK LOGO: ILDT  
 DE9196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9196+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9196
 DE9196  HISTORY     - Date     Condition        Report By
 DE9196  HISTORY     - 1996     MONUMENTED       ILDT
 DE9196
 DE9196                          STATION DESCRIPTION
 DE9196
 DE9196'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9196'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9196'STATION IS LOCATED AT SE SIDE OF JERSEYVILLE.  TO REACH STATION FROM
 DE9196'IL ROUTE 109 AND IL ROUTE 267 SE SIDE OF JERSEYVILLE, GO SSE ON IL
 DE9196'ROUTE 267 FOR 0.45 MI (0.72 KM) TO COUNTY RD, GO LEFT E ON COUNTY RD
 DE9196'FOR 0.1 MI (0.2 KM) TO JERSEYVILLE MAINTENANCE YARD GATE, GO THROUGH
 DE9196'GATE AND STATION ON LEFT AT NE CORNER OF YARD.  STATION IS 4.9 FEET
 DE9196'(1.5 M) S OF FENCELINE, 9.5 FEET (2.9 M) W OF FENCELINE, 10.2 FEET
 DE9196'(3.1 M) ESE OF FENCE CORNER, 3.5 FEET (1.1 M) S OF WITNESS POST.
 DE9196'STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9197 ***********************************************************************
 DE9197  DESIGNATION -  JERSEYVILLE AZI
 DE9197  PID         -  DE9197
 DE9197  STATE/COUNTY-  IL/JERSEY
 DE9197  USGS QUAD   -  JERSEYVILLE SOUTH (1983)
 DE9197
 DE9197                         *CURRENT SURVEY CONTROL
 DE9197  ___________________________________________________________________
 DE9197* NAD 83(1997)-  39 06 31.58259(N)    090 18 39.37245(W)     ADJUSTED  
 DE9197* NAVD 88     -       191.6    (meters)     629.     (feet)  GPS OBS   
 DE9197  ___________________________________________________________________
 DE9197  X           -     -26,894.588 (meters)                     COMP
 DE9197  Y           -  -4,955,770.139 (meters)                     COMP
 DE9197  Z           -   4,001,795.185 (meters)                     COMP
 DE9197  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 DE9197  ELLIP HEIGHT-         159.93  (meters)          (02/03/05) GPS OBS
 DE9197  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 DE9197
 DE9197  HORZ ORDER  -  FIRST
 DE9197  ELLP ORDER  -  FOURTH    CLASS II
 DE9197
 DE9197.The horizontal coordinates were established by GPS observations
 DE9197.and adjusted by the National Geodetic Survey in January 2003..
 DE9197
 DE9197.The orthometric height was determined by GPS observations and a
 DE9197.high-resolution geoid model.
 DE9197
 DE9197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9197
 DE9197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9197
 DE9197.The ellipsoidal height was determined by GPS observations
 DE9197.and is referenced to NAD 83.
 DE9197
 DE9197.The geoid height was determined by GEOID03.
 DE9197
 DE9197;                    North         East     Units Scale Factor Converg.
 DE9197;SPC IL W     -   271,054.075   687,522.287   MT  0.99994309   -0 05 27.6
 DE9197;SPC IL W     -   889,283.24  2,255,646.04   sFT  0.99994309   -0 05 27.6
 DE9197;UTM  15      - 4,332,290.510   732,511.374   MT  1.00026572   +1 41 49.2
 DE9197
 DE9197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9197!SPC IL W     -   0.99997491  x   0.99994309  =   0.99991800
 DE9197!UTM  15      -   0.99997491  x   1.00026572  =   1.00024062
 DE9197
 DE9197|---------------------------------------------------------------------|
 DE9197| PID    Reference Object                     Distance      Geod. Az  |
 DE9197|                                                           dddmmss.s |
 DE9197| DE9196 JERSEYVILLE                         375.425 METERS 26633     |
 DE9197|---------------------------------------------------------------------|
 DE9197
 DE9197                          SUPERSEDED SURVEY CONTROL
 DE9197
 DE9197  ELLIP H (01/06/03)  159.96   (m)                       GP(       ) 3 2
 DE9197
 DE9197.Superseded values are not recommended for survey control.
 DE9197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9197.See file dsdata.txt to determine how the superseded data were derived.
 DE9197
 DE9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD3251132291(NAD 83)
 DE9197_MARKER: A = ALUMINUM MARKER
 DE9197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9197_STAMPING: JERSEYVILLE AZI 1996
 DE9197_MARK LOGO: ILDT  
 DE9197_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9197+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9197
 DE9197  HISTORY     - Date     Condition        Report By
 DE9197  HISTORY     - 1996     MONUMENTED       ILDT
 DE9197
 DE9197                          STATION DESCRIPTION
 DE9197
 DE9197'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9197'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9197'STATION IS LOCATED AT SE SIDE OF JERSEYVILLE.  TO REACH FROM IL ROUTE
 DE9197'109 AND IL ROUTE 267 SE SIDE OF JERSEYVILLE, GO SSE ON IL ROUTE 267
 DE9197'FOR 0.45 MI (0.72 KM) TO COUNTY RD, GO LEFT E ON COUNTY RD FOR 0.4 MI
 DE9197'(0.6 KM) TO STATION ON THE LEFT.  STATION IS 36.8 FEET (11.2 M) N
 DE9197'CENTERLINE COUNTY RD, 48.6 FEET (14.8 M) E OF CENTERLINE JUNE ST, 69.2
 DE9197'FEET (21.1 M) WNW OF POWER POLE WITH TRANSFORMER, 3.4 FEET (1.0 M) SSE
 DE9197'OF WITNESS POST.  STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0419 ***********************************************************************
 KB0419  DESIGNATION -  JEWETT
 KB0419  PID         -  KB0419
 KB0419  STATE/COUNTY-  IL/CUMBERLAND
 KB0419  USGS QUAD   -  WOODBURY (1985)
 KB0419
 KB0419                         *CURRENT SURVEY CONTROL
 KB0419  ___________________________________________________________________
 KB0419* NAD 83(1997)-  39 12 14.26000(N)    088 15 41.20576(W)     ADJUSTED  
 KB0419* NAVD 88     -       175.856  (meters)     576.95   (feet)  ADJUSTED  
 KB0419  ___________________________________________________________________
 KB0419  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 KB0419  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0419  DYNAMIC HT  -         175.752 (meters)     576.61  (feet)  COMP
 KB0419  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 KB0419
 KB0419  HORZ ORDER  -  SECOND
 KB0419  VERT ORDER  -  SECOND    CLASS 0
 KB0419
 KB0419.The horizontal coordinates were established by classical geodetic methods
 KB0419.and adjusted by the National Geodetic Survey in October 1999..
 KB0419
 KB0419.The orthometric height was determined by differential leveling
 KB0419.and adjusted by the National Geodetic Survey in June 1991..
 KB0419
 KB0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0419
 KB0419.The geoid height was determined by GEOID03.
 KB0419
 KB0419.The dynamic height is computed by dividing the NAVD 88
 KB0419.geopotential number by the normal gravity value computed on the
 KB0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0419.degrees latitude (g = 980.6199 gals.).
 KB0419
 KB0419.The modeled gravity was interpolated from observed gravity values.
 KB0419
 KB0419;                    North         East     Units Scale Factor Converg.
 KB0419;SPC IL E     -   281,623.177   306,209.264   MT  0.99997547   +0 02 43.6
 KB0419;SPC IL E     -   923,958.71  1,004,621.56   sFT  0.99997547   +0 02 43.6
 KB0419;UTM  16      - 4,340,168.695   391,081.680   MT  0.99974607   -0 47 50.7
 KB0419
 KB0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0419!SPC IL E     -   0.99997743  x   0.99997547  =   0.99995290
 KB0419!UTM  16      -   0.99997743  x   0.99974607  =   0.99972351
 KB0419
 KB0419|---------------------------------------------------------------------|
 KB0419| PID    Reference Object                     Distance      Geod. Az  |
 KB0419|                                                           dddmmss.s |
 KB0419| KB1102 33 H USGS                            21.709 METERS 00602     |
 KB0419| KB1194 JEWETT OHIO OIL MICROWAVE MAST      APPROX. 3.0 KM 0641551.6 |
 KB0419| KB0417 JEWETT RM 1                          24.230 METERS 07052     |
 KB0419| KB0420 JEWETT AZ MK                                       2543855.5 |
 KB0419| KB0418 JEWETT RM 2                          23.978 METERS 30840     |
 KB0419|---------------------------------------------------------------------|
 KB0419
 KB0419                          SUPERSEDED SURVEY CONTROL
 KB0419
 KB0419  NAD 83(1997)-  39 12 14.26790(N)    088 15 41.19914(W) AD(       ) 2
 KB0419  NAD 83(1986)-  39 12 14.27064(N)    088 15 41.20022(W) AD(       ) 2
 KB0419  NAD 27      -  39 12 14.12920(N)    088 15 41.05100(W) AD(       ) 2
 KB0419  NGVD 29 (??/??/92)  175.923  (m)          577.17   (f) ADJ UNCH    2 0
 KB0419
 KB0419.Superseded values are not recommended for survey control.
 KB0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0419.See file dsdata.txt to determine how the superseded data were derived.
 KB0419
 KB0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9108240169(NAD 83)
 KB0419_MARKER: DS = TRIANGULATION STATION DISK
 KB0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0419_STAMPING: JEWETT 1959
 KB0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0419+STABILITY: SURFACE MOTION
 KB0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0419+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 KB0419
 KB0419  HISTORY     - Date     Condition        Report By
 KB0419  HISTORY     - 1959     MONUMENTED       CGS
 KB0419  HISTORY     - 1959     GOOD             CGS
 KB0419  HISTORY     - 1973     GOOD             NGS
 KB0419  HISTORY     - 20050217 GOOD             ILDT
 KB0419
 KB0419                          STATION DESCRIPTION
 KB0419
 KB0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0419'THE STATION IS LOCATED ABOUT 1 MILE WEST-SOUTHWEST OF JEWETT ON THE
 KB0419'SOUTH SIDE OF OLD U.S. HIGHWAY 40.
 KB0419'
 KB0419'TO REACH THE STATION FROM THE POST OFFICE IN JEWETT, GO WESTERLY ON
 KB0419'PAVED ROAD OLD U.S. HIGHWAY 40 FOR 0.8 MILE TO A CEMETERY ON THE
 KB0419'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE ROAD LEFT AND
 KB0419'THE STATION ON THE LEFT.
 KB0419'
 KB0419'STATION MARK, A STANDARD DISK STAMPED JEWETT 1959, IS SET IN A 10
 KB0419'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK IS 36
 KB0419'FEET SOUTH OF THE CENTER OF OLD U.S. HIGHWAY 40, 25.5 FEET EAST OF
 KB0419'THE APPROXIMATE CENTER OF THE GRAVEL ROAD LEADING SOUTH, 19
 KB0419'FEET SOUTH-SOUTHEAST OF A CULVERT AND 4.4 FEET SOUTHEAST OF A WITNESS
 KB0419'POST.
 KB0419'
 KB0419'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED JEWETT NO 1 1959, IS
 KB0419'SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.
 KB0419'THE MARK IS 105 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVEL
 KB0419'ROAD LEADING SOUTH AND 30 FEET S SOUTH OF THE CENTER OF OLD U.S.
 KB0419'HIGHWAY 40.
 KB0419'
 KB0419'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED JEWETT NO 2 1959, IS
 KB0419'SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KB0419'THE MARK IS 29 FEET NORTH OF THE CENTER OF OLD U.S. HIGHWAY 40, 10
 KB0419'FEET SOUTH OF A FENCE LINE AND 1.6 FEET EAST OF A TELEPHONE POLE.
 KB0419'
 KB0419'U.S.G.S. BENCH MARK, A BRONZE DISK STAMPED I 33 1929, IS SET IN A 6
 KB0419'INCH SQUARE CONCRETE POST WHICH PROJECTS 12 INCHES. THE MARK
 KB0419'IS 51 FEET WEST OF A TELEPHONE POLE NO. 1D111 AND 31 FEET NORTH OF
 KB0419'THE CENTER OF OLD U.S. HIGHWAY 40. A TRAVERSE CONNECTION WAS
 KB0419'MADE TO STATION JEWETT 1959, THE DISTANCE BEING 21.709 METERS 71.22
 KB0419'FEET. NOTE - DUE TO THE CONSTRUCTION OF A NEW ENTRANCE TO THE
 KB0419'CEMETERY THIS BENCH MARK HAS BEEN DESTROYED. ACCORDING TO U.S.G.S.
 KB0419'THE MARK IS DESIGNATED AS 33 H.
 KB0419'
 KB0419'AZIMUTH MARK, A STANDARD DISK STAMPED JEWETT 1959, IS SET IN A 10
 KB0419'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE MARK IS 34
 KB0419'FEET NORTH OF THE CENTER OF OLD U.S. HIGHWAY 40, 2.6 FEET SOUTH OF A
 KB0419'TELEPHONE POLE NO. 4 AND 2 FEET NORTH OF A WITNESS POST.
 KB0419'
 KB0419'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON OLD U.S.
 KB0419'HIGHWAY 40 FOR 0.3 MILE TO THE END OF THE PAVED ROAD AND THE
 KB0419'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KB0419'
 KB0419'HEIGHT OF LIGHT ABOVE STATION MARK 22.19 METERS.
 KB0419
 KB0419                          STATION RECOVERY (1959)
 KB0419
 KB0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0419'0.9 MI W FROM JEWETT.
 KB0419'ABOUT 0.9 MILE WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 KB0419'OFFICE AT JEWETT, AT THE JUNCTION OF A FARM ROAD NORTH AND A
 KB0419'GRAVEL ROAD SOUTH, ABOUT 0.05 MILES WEST OF A CEMETERY NORTH
 KB0419'OF THE ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26
 KB0419'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 42 FEET SOUTHEAST
 KB0419'OF THE CENTER OF THE JUNCTION, 19 FEET SOUTHEAST OF THE EAST
 KB0419'END OF A CONCRETE PIPE CULVERT WITH A HEADWALL, 4.5 FEET SOUTHEAST
 KB0419'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 KB0419'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KB0419
 KB0419                          STATION RECOVERY (1973)
 KB0419
 KB0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0419'RECOVERED IN GOOD CONDITION.
 KB0419
 KB0419                          STATION RECOVERY (2005)
 KB0419
 KB0419'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0420 ***********************************************************************
 KB0420  DESIGNATION -  JEWETT AZ MK
 KB0420  PID         -  KB0420
 KB0420  STATE/COUNTY-  IL/CUMBERLAND
 KB0420  USGS QUAD   -  WOODBURY (1985)
 KB0420
 KB0420                         *CURRENT SURVEY CONTROL
 KB0420  ___________________________________________________________________
 KB0420* NAD 83(1986)-  39 12 11.     (N)    088 15 59.     (W)     SCALED    
 KB0420* NAVD 88     -       175.267  (meters)     575.02   (feet)  ADJUSTED  
 KB0420  ___________________________________________________________________
 KB0420  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0420  DYNAMIC HT  -         175.164 (meters)     574.68  (feet)  COMP
 KB0420  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 KB0420
 KB0420  VERT ORDER  -  SECOND    CLASS 0
 KB0420
 KB0420.The horizontal coordinates were scaled from a topographic map and have
 KB0420.an estimated accuracy of +/- 6 seconds.
 KB0420
 KB0420.The orthometric height was determined by differential leveling
 KB0420.and adjusted by the National Geodetic Survey in June 1991..
 KB0420
 KB0420.The geoid height was determined by GEOID03.
 KB0420
 KB0420.The dynamic height is computed by dividing the NAVD 88
 KB0420.geopotential number by the normal gravity value computed on the
 KB0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0420.degrees latitude (g = 980.6199 gals.).
 KB0420
 KB0420.The modeled gravity was interpolated from observed gravity values.
 KB0420
 KB0420;                    North         East    Units  Estimated Accuracy
 KB0420;SPC IL E     -   281,520.      305,780.      MT  (+/- 180 meters Scaled)
 KB0420
 KB0420                          SUPERSEDED SURVEY CONTROL
 KB0420
 KB0420  NGVD 29 (??/??/92)  175.334  (m)          575.24   (f) ADJ UNCH    2 0
 KB0420
 KB0420.Superseded values are not recommended for survey control.
 KB0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0420.See file dsdata.txt to determine how the superseded data were derived.
 KB0420
 KB0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ906400(NAD 83)
 KB0420_MARKER: DZ = AZIMUTH MARK DISK
 KB0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0420_STAMPING: JEWETT 1959
 KB0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0420+STABILITY: SURFACE MOTION
 KB0420
 KB0420  HISTORY     - Date     Condition        Report By
 KB0420  HISTORY     - 1959     MONUMENTED       CGS
 KB0420  HISTORY     - 20050217 POOR             ILDT
 KB0420
 KB0420                          STATION DESCRIPTION
 KB0420
 KB0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0420'1.2 MI W FROM JEWETT.
 KB0420'ABOUT 1.2 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 KB0420'OFFICE AT JEWETT, NEAR THE END OF THE CONCRETE PAVED ROAD, AT THE
 KB0420'JUNCTION OF A DRIVEWAY SOUTH TO A FARM HOUSE, 36 1/2 FEET NORTH
 KB0420'OF THE CENTER LINE OF THE ROAD, 241 FEET SOUTH OF THE CENTER
 KB0420'LINE OF U.S. HIGHWAY 40, 25 FEET EAST OF THE EXTENDED CENTER
 KB0420'LINE OF THE DRIVEWAY SOUTH, 46 FEET NORTHEAST OF THE CENTER OF
 KB0420'THE JUNCTION OF THE CONCRETE PAVED ROAD AND THE DRIVEWAY SOUTH,
 KB0420'57 FEET EAST-NORTHEAST OF THE CENTER LINE AT THE END OF THE
 KB0420'CONCRETE PAVED ROAD, 2 1/2 FEET SOUTH OF TELEPHONE POLE NUMBER
 KB0420'4, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KB0420'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KB0420
 KB0420                          STATION RECOVERY (2005)
 KB0420
 KB0420'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0420'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1194 ***********************************************************************
 KB1194  DESIGNATION -  JEWETT OHIO OIL MICROWAVE MAST
 KB1194  PID         -  KB1194
 KB1194  STATE/COUNTY-  IL/CUMBERLAND
 KB1194  USGS QUAD   -  GREENUP (1985)
 KB1194
 KB1194                         *CURRENT SURVEY CONTROL
 KB1194  ___________________________________________________________________
 KB1194* NAD 83(1997)-  39 12 56.43250(N)    088 13 48.69884(W)     ADJUSTED  
 KB1194* NAVD 88     -                                                        
 KB1194  ___________________________________________________________________
 KB1194  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 KB1194  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KB1194
 KB1194  HORZ ORDER  -  THIRD
 KB1194
 KB1194.The horizontal coordinates were established by classical geodetic methods
 KB1194.and adjusted by the National Geodetic Survey in October 1999..
 KB1194
 KB1194
 KB1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1194
 KB1194.The geoid height was determined by GEOID03.
 KB1194
 KB1194;                    North         East     Units Scale Factor Converg.
 KB1194;SPC IL E     -   282,926.298   308,907.170   MT  0.99997598   +0 03 54.8
 KB1194;SPC IL E     -   928,234.03  1,013,472.94   sFT  0.99997598   +0 03 54.8
 KB1194;UTM  16      - 4,341,431.689   393,797.831   MT  0.99973887   -0 46 40.3
 KB1194
 KB1194                          SUPERSEDED SURVEY CONTROL
 KB1194
 KB1194  NAD 83(1997)-  39 12 56.43962(N)    088 13 48.69243(W) AD(       ) 4
 KB1194  NAD 83(1986)-  39 12 56.44290(N)    088 13 48.69322(W) AD(       ) 4
 KB1194  NAD 27      -  39 12 56.30200(N)    088 13 48.54700(W) AD(       ) 3
 KB1194
 KB1194.Superseded values are not recommended for survey control.
 KB1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1194.See file dsdata.txt to determine how the superseded data were derived.
 KB1194
 KB1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9379841432(NAD 83)
 KB1194_MARKER: 42 = RADIO/TV MAST
 KB1194
 KB1194  HISTORY     - Date     Condition        Report By
 KB1194  HISTORY     - 1959     FIRST OBSERVED   CGS
 KB1194
 KB1194                          STATION DESCRIPTION
 KB1194
 KB1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB1194'THE STATION IS LOCATED ABOUT 1 MILE WEST OF JEWETT AT THE OHIO OIL
 KB1194'CO. SUB STATION.
 KB1194'
 KB1194'TO REACH THE STATION FROM THE MOBIL GAS STATION AND A SIGN JEWETT ON
 KB1194'THE SOUTH SIDE OF U.S. HIGHWAY 40 JUST AT THE NORTHEAST EDGE OF
 KB1194'JEWETT, GO EASTERLY ON U.S. HIGHWAY 40 FOR 0.7 MILE TO A CROSSROAD,
 KB1194'TURN RIGHT ON GRAVEL ROAD FOR 0.15 MILE TO THE MAST ON THE RIGHT
 KB1194'JUST SOUTHWEST OF THE SUB STATION.
 KB1194'
 KB1194'THE POINT INTERSECTED IS THE RED LIGHT ON TOP OF THE MAST WHICH IS
 KB1194'PAINTED RED AND WHITE AND IS APPROXIMATELY 240 FEET HIGH. THE
 KB1194'MAST HAS TWO REFLECTORS AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0417 ***********************************************************************
 KB0417  DESIGNATION -  JEWETT RM 1
 KB0417  PID         -  KB0417
 KB0417  STATE/COUNTY-  IL/CUMBERLAND
 KB0417  USGS QUAD   -  WOODBURY (1985)
 KB0417
 KB0417                         *CURRENT SURVEY CONTROL
 KB0417  ___________________________________________________________________
 KB0417* NAD 83(1986)-  39 12 14.     (N)    088 15 41.     (W)     SCALED    
 KB0417* NAVD 88     -       175.868  (meters)     576.99   (feet)  ADJUSTED  
 KB0417  ___________________________________________________________________
 KB0417  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0417  DYNAMIC HT  -         175.764 (meters)     576.65  (feet)  COMP
 KB0417  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 KB0417
 KB0417  VERT ORDER  -  SECOND    CLASS 0
 KB0417
 KB0417.The horizontal coordinates were scaled from a topographic map and have
 KB0417.an estimated accuracy of +/- 6 seconds.
 KB0417
 KB0417.The orthometric height was determined by differential leveling
 KB0417.and adjusted by the National Geodetic Survey in June 1991..
 KB0417
 KB0417.The geoid height was determined by GEOID03.
 KB0417
 KB0417.The dynamic height is computed by dividing the NAVD 88
 KB0417.geopotential number by the normal gravity value computed on the
 KB0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0417.degrees latitude (g = 980.6199 gals.).
 KB0417
 KB0417.The modeled gravity was interpolated from observed gravity values.
 KB0417
 KB0417;                    North         East    Units  Estimated Accuracy
 KB0417;SPC IL E     -   281,620.      306,210.      MT  (+/- 180 meters Scaled)
 KB0417
 KB0417                          SUPERSEDED SURVEY CONTROL
 KB0417
 KB0417  NGVD 29 (??/??/92)  175.934  (m)          577.21   (f) ADJ UNCH    2 0
 KB0417
 KB0417.Superseded values are not recommended for survey control.
 KB0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0417.See file dsdata.txt to determine how the superseded data were derived.
 KB0417
 KB0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ910401(NAD 83)
 KB0417_MARKER: DR = REFERENCE MARK DISK
 KB0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0417_STAMPING: JEWETT NO 1 1959
 KB0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0417+STABILITY: SURFACE MOTION
 KB0417
 KB0417  HISTORY     - Date     Condition        Report By
 KB0417  HISTORY     - 1959     MONUMENTED       CGS
 KB0417  HISTORY     - 1973     GOOD             NGS
 KB0417  HISTORY     - 20050217 POOR             ILDT
 KB0417
 KB0417                          STATION DESCRIPTION
 KB0417
 KB0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0417'0.9 MI W FROM JEWETT.
 KB0417'ABOUT 0.9 MILE WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 KB0417'OFFICE AT JEWETT, AT THE JUNCTION OF A FARM ROAD NORTH AND A GRAVEL
 KB0417'ROAD SOUTH, ABOUT 0.05 MILES WEST OF A CEMETERY NORTH OF THE
 KB0417'ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 104 FEET
 KB0417'EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 86 1/2 FEET EAST OF
 KB0417'THE EAST END OF A CONCRETE PIPE CULVERT WITH A HEADWALL, 82.8
 KB0417'FEET EAST OF A METAL WITNESS POST, 79.5 FEET EAST OF TRIANGULATION
 KB0417'STATION JEWETT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 KB0417'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KB0417
 KB0417                          STATION RECOVERY (1973)
 KB0417
 KB0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0417'RECOVERED IN GOOD CONDITION.
 KB0417
 KB0417                          STATION RECOVERY (2005)
 KB0417
 KB0417'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0417'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0418 ***********************************************************************
 KB0418  DESIGNATION -  JEWETT RM 2
 KB0418  PID         -  KB0418
 KB0418  STATE/COUNTY-  IL/CUMBERLAND
 KB0418  USGS QUAD   -  WOODBURY (1985)
 KB0418
 KB0418                         *CURRENT SURVEY CONTROL
 KB0418  ___________________________________________________________________
 KB0418* NAD 83(1986)-  39 12 14.     (N)    088 15 41.     (W)     SCALED    
 KB0418* NAVD 88     -       175.867  (meters)     576.99   (feet)  ADJUSTED  
 KB0418  ___________________________________________________________________
 KB0418  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0418  DYNAMIC HT  -         175.764 (meters)     576.65  (feet)  COMP
 KB0418  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 KB0418
 KB0418  VERT ORDER  -  SECOND    CLASS 0
 KB0418
 KB0418.The horizontal coordinates were scaled from a topographic map and have
 KB0418.an estimated accuracy of +/- 6 seconds.
 KB0418
 KB0418.The orthometric height was determined by differential leveling
 KB0418.and adjusted by the National Geodetic Survey in June 1991..
 KB0418
 KB0418.The geoid height was determined by GEOID03.
 KB0418
 KB0418.The dynamic height is computed by dividing the NAVD 88
 KB0418.geopotential number by the normal gravity value computed on the
 KB0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0418.degrees latitude (g = 980.6199 gals.).
 KB0418
 KB0418.The modeled gravity was interpolated from observed gravity values.
 KB0418
 KB0418;                    North         East    Units  Estimated Accuracy
 KB0418;SPC IL E     -   281,620.      306,210.      MT  (+/- 180 meters Scaled)
 KB0418
 KB0418                          SUPERSEDED SURVEY CONTROL
 KB0418
 KB0418  NGVD 29 (??/??/92)  175.934  (m)          577.21   (f) ADJ UNCH    2 0
 KB0418
 KB0418.Superseded values are not recommended for survey control.
 KB0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0418.See file dsdata.txt to determine how the superseded data were derived.
 KB0418
 KB0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ910401(NAD 83)
 KB0418_MARKER: DR = REFERENCE MARK DISK
 KB0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0418_STAMPING: JEWETT NO 2 1959
 KB0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0418+STABILITY: SURFACE MOTION
 KB0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0418+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 KB0418
 KB0418  HISTORY     - Date     Condition        Report By
 KB0418  HISTORY     - 1959     MONUMENTED       CGS
 KB0418  HISTORY     - 1973     GOOD             NGS
 KB0418  HISTORY     - 20050217 GOOD             ILDT
 KB0418
 KB0418                          STATION DESCRIPTION
 KB0418
 KB0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0418'0.9 MI W FROM JEWETT.
 KB0418'ABOUT 0.9 MILE WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 KB0418'OFFICE AT JEWETT, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, ABOUT
 KB0418'0.05 MILE WEST OF A CEMETERY NORTH OF THE ROAD, 27 1/2 FEET NORTH
 KB0418'OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF A FENCE, 28
 KB0418'FEET WEST OF THE EXTENDED CENTER LINE OF THE GRAVEL ROAD SOUTH,
 KB0418'2 FEET EAST-SOUTHEAST OF TELEPHONE POLE NUMBER 2, 36 1/2 FEET
 KB0418'NORTHWEST OF THE CENTER OF THE JUNCTION, 74.5 FEET NORTHWEST
 KB0418'OF TRIANGULATION STATION JEWETT, 78.7 FEET NORTHWEST OF A METAL
 KB0418'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 KB0418'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KB0418
 KB0418                          STATION RECOVERY (1973)
 KB0418
 KB0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0418'RECOVERED IN GOOD CONDITION.
 KB0418
 KB0418                          STATION RECOVERY (2005)
 KB0418
 KB0418'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1129 ***********************************************************************
 KB1129  DESIGNATION -  JIM
 KB1129  PID         -  KB1129
 KB1129  STATE/COUNTY-  IL/FAYETTE
 KB1129  USGS QUAD   -  VERA (1982)
 KB1129
 KB1129                         *CURRENT SURVEY CONTROL
 KB1129  ___________________________________________________________________
 KB1129* NAD 83(1997)-  39 01 15.01604(N)    089 06 37.20748(W)     ADJUSTED  
 KB1129* NAVD 88     -       162.661  (meters)     533.66   (feet)  POSTED    
 KB1129  ___________________________________________________________________
 KB1129  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KB1129  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KB1129  DYNAMIC HT  -         162.560 (meters)     533.33  (feet)  COMP
 KB1129  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 KB1129
 KB1129  HORZ ORDER  -  SECOND
 KB1129  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KB1129
 KB1129.The horizontal coordinates were established by classical geodetic methods
 KB1129.and adjusted by the National Geodetic Survey in October 1999..
 KB1129
 KB1129.The orthometric height was determined by differential leveling
 KB1129.and adjusted by the National Geodetic Survey in 1992..
 KB1129.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KB1129.rate of 1.1 thru 2.0 mm/km.
 KB1129
 KB1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1129
 KB1129.The geoid height was determined by GEOID03.
 KB1129
 KB1129.The dynamic height is computed by dividing the NAVD 88
 KB1129.geopotential number by the normal gravity value computed on the
 KB1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1129.degrees latitude (g = 980.6199 gals.).
 KB1129
 KB1129.The modeled gravity was interpolated from observed gravity values.
 KB1129
 KB1129;                    North         East     Units Scale Factor Converg.
 KB1129;SPC IL E     -   261,578.575   232,712.101   MT  1.00003073   -0 29 21.2
 KB1129;SPC IL E     -   858,195.71    763,489.62   sFT  1.00003073   -0 29 21.2
 KB1129;SPC IL W     -   261,813.407   791,475.037   MT  1.00004417   +0 39 54.4
 KB1129;SPC IL W     -   858,966.15  2,596,697.68   sFT  1.00004417   +0 39 54.4
 KB1129;UTM  16      - 4,321,207.809   317,307.315   MT  1.00001099   -1 19 44.5
 KB1129
 KB1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1129!SPC IL E     -   0.99997946  x   1.00003073  =   1.00001019
 KB1129!SPC IL W     -   0.99997946  x   1.00004417  =   1.00002363
 KB1129!UTM  16      -   0.99997946  x   1.00001099  =   0.99999045
 KB1129
 KB1129|---------------------------------------------------------------------|
 KB1129| PID    Reference Object                     Distance      Geod. Az  |
 KB1129|                                                           dddmmss.s |
 KB1129| CI7600 JIM RM                               17.550 METERS 01342     |
 KB1129| KB0808 VERA RESET                          APPROX. 1.6 KM 3513351.8 |
 KB1129|---------------------------------------------------------------------|
 KB1129
 KB1129                          SUPERSEDED SURVEY CONTROL
 KB1129
 KB1129  NAD 83(1986)-  39 01 15.03493(N)    089 06 37.19642(W) AD(       ) 2
 KB1129  NAD 27      -  39 01 14.87580(N)    089 06 36.95380(W) AD(       ) 2
 KB1129  NGVD 29 (07/19/86)  162.97   (m)          534.7    (f) LEVELING    3  
 KB1129
 KB1129.Superseded values are not recommended for survey control.
 KB1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1129.See file dsdata.txt to determine how the superseded data were derived.
 KB1129
 KB1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1730721208(NAD 83)
 KB1129_MARKER: DS = TRIANGULATION STATION DISK
 KB1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1129+STABILITY: SURFACE MOTION
 KB1129
 KB1129  HISTORY     - Date     Condition        Report By
 KB1129  HISTORY     - 1920     MONUMENTED       CGS
 KB1129  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB1129
 KB1129                          STATION DESCRIPTION
 KB1129
 KB1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KB1129'STATION IS ABOUT 1 MILE S OF VERA, ON THE E SIDE OF THE ILLINOIS
 KB1129'CENTRAL RAILROAD TRACK, 1/8 MILE N OF A SIGNPOST MARKED
 KB1129'STATION 1 MILE, 5 YARDS S OF THE SECOND ROAD CROSSING S OF VERA, AND
 KB1129'7.07 METERS, 23.20 FEET, E OF THE E AND NEAREST RAIL. THE
 KB1129'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KB1129'SET IN CONCRETE.
 KB1129'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK BUT ON THE
 KB1129'OPPOSITE SIDE OF THE ROAD, NEAR THE FENCE LINE,17.55 METERS,
 KB1129'57.58 FEET, FROM THE STATION, N 76 DEG 18 MIN E.  THE
 KB1129'ELEVATION OF THE STATION MARK IS 162.971 METERS, 534.681 FEET,
 KB1129'AND OF THE REF. MK. 162.827 METERS, 534.208 FEET.
 KB1129
 KB1129                          STATION RECOVERY (1976)
 KB1129
 KB1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1129'STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 KB1129'
 KB1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 KB1129'VERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9173 ***********************************************************************
 DE9173  DESIGNATION -  JINGLES
 DE9173  PID         -  DE9173
 DE9173  STATE/COUNTY-  IL/BOND
 DE9173  USGS QUAD   -  GREENVILLE (1974)
 DE9173
 DE9173                         *CURRENT SURVEY CONTROL
 DE9173  ___________________________________________________________________
 DE9173* NAD 83(1997)-  38 52 44.58875(N)    089 24 50.55375(W)     ADJUSTED  
 DE9173* NAVD 88     -       170.5    (meters)     559.     (feet)  GPS OBS   
 DE9173  ___________________________________________________________________
 DE9173  X           -      50,845.897 (meters)                     COMP
 DE9173  Y           -  -4,971,614.458 (meters)                     COMP
 DE9173  Z           -   3,981,960.770 (meters)                     COMP
 DE9173  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DE9173  ELLIP HEIGHT-         139.13  (meters)          (02/03/05) GPS OBS
 DE9173  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DE9173
 DE9173  HORZ ORDER  -  FIRST
 DE9173  ELLP ORDER  -  FOURTH    CLASS II
 DE9173
 DE9173.The horizontal coordinates were established by GPS observations
 DE9173.and adjusted by the National Geodetic Survey in January 2003..
 DE9173
 DE9173.The orthometric height was determined by GPS observations and a
 DE9173.high-resolution geoid model.
 DE9173
 DE9173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9173
 DE9173.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9173
 DE9173.The ellipsoidal height was determined by GPS observations
 DE9173.and is referenced to NAD 83.
 DE9173
 DE9173.The geoid height was determined by GEOID03.
 DE9173
 DE9173;                    North         East     Units Scale Factor Converg.
 DE9173;SPC IL W     -   245,812.387   765,304.518   MT  0.99999367   +0 28 20.7
 DE9173;SPC IL W     -   806,469.47  2,510,836.57   sFT  0.99999367   +0 28 20.7
 DE9173;UTM  16      - 4,306,124.912   290,595.122   MT  1.00014000   -1 30 56.9
 DE9173
 DE9173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9173!SPC IL W     -   0.99997817  x   0.99999367  =   0.99997184
 DE9173!UTM  16      -   0.99997817  x   1.00014000  =   1.00011817
 DE9173
 DE9173:                Primary Azimuth Mark                     Grid Az
 DE9173:SPC IL W     -  JINGLES AZI                              197 22 55.7
 DE9173:UTM  16      -  JINGLES AZI                              199 22 13.3
 DE9173
 DE9173|---------------------------------------------------------------------|
 DE9173| PID    Reference Object                     Distance      Geod. Az  |
 DE9173|                                                           dddmmss.s |
 DE9173| DE9174 JINGLES AZI                         APPROX. 1.3 KM 1975116.4 |
 DE9173|---------------------------------------------------------------------|
 DE9173
 DE9173                          SUPERSEDED SURVEY CONTROL
 DE9173
 DE9173  ELLIP H (01/06/03)  139.16   (m)                       GP(       ) 3 2
 DE9173
 DE9173.Superseded values are not recommended for survey control.
 DE9173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9173.See file dsdata.txt to determine how the superseded data were derived.
 DE9173
 DE9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9059506125(NAD 83)
 DE9173_MARKER: A = ALUMINUM MARKER
 DE9173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9173_STAMPING: JINGLES 1996
 DE9173_MARK LOGO: ILDT  
 DE9173_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9173+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9173
 DE9173  HISTORY     - Date     Condition        Report By
 DE9173  HISTORY     - 1996     MONUMENTED       ILDT
 DE9173
 DE9173                          STATION DESCRIPTION
 DE9173
 DE9173'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9173'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9173'STATION IS LOCATED AT SW EDGE OF GREENVILLE.  TO REACH STATION FROM US
 DE9173'ROUTE 40 AND IL ROUTE 127 AT SE EDGE OF GREENVILLE, GO W ON US ROUTE
 DE9173'40 FOR 1.4 MI (2.3 KM) TO FOURTH ST, GO N ON FOURTH ST FOR 0.65 MI
 DE9173'(1.05 KM) TO GREENVILLE MAINTENANCE YARD GATE ON RIGHT, GO THROUGH
 DE9173'GATE AND STATION IN SW CORNER OF YARD.  STATION IS 7.9 FEET (2.4 M) N
 DE9173'OF FENCELINE, 25.4 FEET (7.7 M) E OF FENCELINE, 97.5 FEET (29.7 M) W
 DE9173'OF POWER POLE, 2.0 FEET (0.6 M) E OF WITNESS POST.  STATION IS FLUSH
 DE9173'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9174 ***********************************************************************
 DE9174  DESIGNATION -  JINGLES AZI
 DE9174  PID         -  DE9174
 DE9174  STATE/COUNTY-  IL/BOND
 DE9174  USGS QUAD   -  BEAVER CREEK (1974)
 DE9174
 DE9174                         *CURRENT SURVEY CONTROL
 DE9174  ___________________________________________________________________
 DE9174* NAD 83(1997)-  38 52 04.46797(N)    089 25 07.08463(W)     ADJUSTED  
 DE9174* NAVD 88     -       165.3    (meters)     542.     (feet)  GPS OBS   
 DE9174  ___________________________________________________________________
 DE9174  X           -      50,455.290 (meters)                     COMP
 DE9174  Y           -  -4,972,390.980 (meters)                     COMP
 DE9174  Z           -   3,980,994.331 (meters)                     COMP
 DE9174  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DE9174  ELLIP HEIGHT-         134.01  (meters)          (02/03/05) GPS OBS
 DE9174  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 DE9174
 DE9174  HORZ ORDER  -  FIRST
 DE9174  ELLP ORDER  -  FOURTH    CLASS II
 DE9174
 DE9174.The horizontal coordinates were established by GPS observations
 DE9174.and adjusted by the National Geodetic Survey in January 2003..
 DE9174
 DE9174.The orthometric height was determined by GPS observations and a
 DE9174.high-resolution geoid model.
 DE9174
 DE9174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9174
 DE9174.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9174
 DE9174.The ellipsoidal height was determined by GPS observations
 DE9174.and is referenced to NAD 83.
 DE9174
 DE9174.The geoid height was determined by GEOID03.
 DE9174
 DE9174;                    North         East     Units Scale Factor Converg.
 DE9174;SPC IL W     -   244,571.959   764,916.215   MT  0.99999305   +0 28 09.9
 DE9174;SPC IL W     -   802,399.84  2,509,562.62   sFT  0.99999305   +0 28 09.9
 DE9174;UTM  16      - 4,304,898.520   290,163.959   MT  1.00014222   -1 31 05.9
 DE9174
 DE9174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9174!SPC IL W     -   0.99997897  x   0.99999305  =   0.99997202
 DE9174!UTM  16      -   0.99997897  x   1.00014222  =   1.00012119
 DE9174
 DE9174:                Primary Azimuth Mark                     Grid Az
 DE9174:SPC IL W     -  JINGLES                                  017 22 56.2
 DE9174:UTM  16      -  JINGLES                                  019 22 12.0
 DE9174
 DE9174|---------------------------------------------------------------------|
 DE9174| PID    Reference Object                     Distance      Geod. Az  |
 DE9174|                                                           dddmmss.s |
 DE9174| DE9173 JINGLES                             APPROX. 1.3 KM 0175106.1 |
 DE9174|---------------------------------------------------------------------|
 DE9174
 DE9174                          SUPERSEDED SURVEY CONTROL
 DE9174
 DE9174  ELLIP H (01/06/03)  134.05   (m)                       GP(       ) 3 2
 DE9174
 DE9174.Superseded values are not recommended for survey control.
 DE9174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9174.See file dsdata.txt to determine how the superseded data were derived.
 DE9174
 DE9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9016404899(NAD 83)
 DE9174_MARKER: A = ALUMINUM MARKER
 DE9174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9174_STAMPING: JINGLES AZI 1996
 DE9174_MARK LOGO: ILDT  
 DE9174_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9174+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DE9174
 DE9174  HISTORY     - Date     Condition        Report By
 DE9174  HISTORY     - 1996     MONUMENTED       ILDT
 DE9174
 DE9174                          STATION DESCRIPTION
 DE9174
 DE9174'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1996 (BF)
 DE9174'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (DEL) ,
 DE9174'STATION IS LOCATED 1.7 MI (2.7 KM) SSW OF CENTER OF GREENVILLE.  TO
 DE9174'REACH STATION FROM US ROUTE 40 AND IL ROUTE 127 AT SE EDGE OF
 DE9174'GREENVILLE, GO W ON US ROUTE 40 FOR 1.65 MI (2.66 KM) TO STATION ON
 DE9174'THE RIGHT.  STATION IS 34.4 FEET (10.5 M) NW OF CENTERLINE OF US ROUTE
 DE9174'40, 52.4 FEET (16.0 M) NE OF E END OF CULVERT AT FIELD ENTRANCE, 12.0
 DE9174'FEET (3.7 M) SE OF CROP LINE, 2.0 FEET (0.6 M) W OF WITNESS POST.
 DE9174'STATION IS FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0066 ***********************************************************************
 NJ0066  DESIGNATION -  JLS 112
 NJ0066  PID         -  NJ0066
 NJ0066  STATE/COUNTY-  IL/CARROLL
 NJ0066  USGS QUAD   -  SAVANNA (1990)
 NJ0066
 NJ0066                         *CURRENT SURVEY CONTROL
 NJ0066  ___________________________________________________________________
 NJ0066* NAD 83(1986)-  42 05 59.     (N)    090 09 25.     (W)     SCALED    
 NJ0066* NAVD 88     -       182.929  (meters)     600.16   (feet)  ADJUSTED  
 NJ0066  ___________________________________________________________________
 NJ0066  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NJ0066  DYNAMIC HT  -         182.866 (meters)     599.95  (feet)  COMP
 NJ0066  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 NJ0066
 NJ0066  VERT ORDER  -  FIRST     CLASS I
 NJ0066
 NJ0066.The horizontal coordinates were scaled from a topographic map and have
 NJ0066.an estimated accuracy of +/- 6 seconds.
 NJ0066
 NJ0066.The orthometric height was determined by differential leveling
 NJ0066.and adjusted by the National Geodetic Survey in June 1991..
 NJ0066
 NJ0066.The geoid height was determined by GEOID03.
 NJ0066
 NJ0066.The dynamic height is computed by dividing the NAVD 88
 NJ0066.geopotential number by the normal gravity value computed on the
 NJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0066.degrees latitude (g = 980.6199 gals.).
 NJ0066
 NJ0066.The modeled gravity was interpolated from observed gravity values.
 NJ0066
 NJ0066;                    North         East    Units  Estimated Accuracy
 NJ0066;SPC IL W     -   603,160.      700,800.      MT  (+/- 180 meters Scaled)
 NJ0066
 NJ0066                          SUPERSEDED SURVEY CONTROL
 NJ0066
 NJ0066  NGVD 29 (??/??/92)  182.961  (m)          600.26   (f) ADJ UNCH    1 1
 NJ0066
 NJ0066.Superseded values are not recommended for survey control.
 NJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0066.See file dsdata.txt to determine how the superseded data were derived.
 NJ0066
 NJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG350647(NAD 83)
 NJ0066_MARKER: DD = SURVEY DISK
 NJ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NJ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NJ0066_STAMPING: TT STA NO 112 1927 JLS 600
 NJ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NJ0066+STABILITY: SURFACE MOTION
 NJ0066
 NJ0066  HISTORY     - Date     Condition        Report By
 NJ0066  HISTORY     - 1927     MONUMENTED       USGS
 NJ0066  HISTORY     - 1970     GOOD             NGS
 NJ0066  HISTORY     - 1977     GOOD             LOCSUR
 NJ0066  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NJ0066  HISTORY     - 19950524 GOOD             USPSQD
 NJ0066  HISTORY     - 20011203 GOOD             NGS
 NJ0066  HISTORY     - 20030923 GOOD             USPSQD
 NJ0066
 NJ0066                          STATION DESCRIPTION
 NJ0066
 NJ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0066'0.5 MI N FROM SAVANNA.
 NJ0066'ABOUT 0.05 MILE WEST ALONG MADISON STREET FROM THE POST OFFICE
 NJ0066'AT SAVANNA, THENCE 0.45 MILE NORTH ALONG U.S. HIGHWAY 52 WHICH
 NJ0066'IS MAIN STREET, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 NJ0066'THE STREET AND CLAY STREET, 41 FEET WEST OF THE CENTER LINE
 NJ0066'OF MAIN STREET, 23 FEET NORTH OF THE CENTER LINE OF CLAY STREET,
 NJ0066'11.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH ON THE
 NJ0066'EAST SIDE OF HOUSE NUMBER 1001, 8.8 FEET WEST AND ACROSS A
 NJ0066'SIDEWALK FROM A FIRE HYDRANT, 1.5 FEET WEST OF THE WEST EDGE
 NJ0066'OF THE SIDEWALK, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE SIDEWALK,
 NJ0066'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 NJ0066'SURFACE OF THE GROUND.  SECTION 4, T24N, R3E
 NJ0066
 NJ0066                          STATION RECOVERY (1977)
 NJ0066
 NJ0066'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NJ0066'CHANGE TO READ - 20.5 FT. NORTH OF THE CENTER LINE OF CLAY STREET.
 NJ0066
 NJ0066                          STATION RECOVERY (1988)
 NJ0066
 NJ0066'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 NJ0066'MARK NOT FOUND.
 NJ0066
 NJ0066                          STATION RECOVERY (1995)
 NJ0066
 NJ0066'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0066'RECOVERED IN GOOD CONDITION.
 NJ0066
 NJ0066                          STATION RECOVERY (2001)
 NJ0066
 NJ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0066
 NJ0066                          STATION RECOVERY (2003)
 NJ0066
 NJ0066'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2985 ***********************************************************************
 AH2985  DESIGNATION -  JOD20 1A
 AH2985  PID         -  AH2985
 AH2985  STATE/COUNTY-  IL/JO DAVIESS
 AH2985  USGS QUAD   -  GALENA (1988)
 AH2985
 AH2985                         *CURRENT SURVEY CONTROL
 AH2985  ___________________________________________________________________
 AH2985* NAD 83(1997)-  42 27 17.60428(N)    090 28 34.11675(W)     ADJUSTED  
 AH2985* NAVD 88     -       257.8    (meters)     846.     (feet)  GPS OBS   
 AH2985  ___________________________________________________________________
 AH2985  X           -     -39,167.578 (meters)                     COMP
 AH2985  Y           -  -4,713,043.601 (meters)                     COMP
 AH2985  Z           -   4,283,170.840 (meters)                     COMP
 AH2985  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AH2985  ELLIP HEIGHT-         225.01  (meters)          (12/06/04) GPS OBS
 AH2985  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AH2985
 AH2985  HORZ ORDER  -  FIRST
 AH2985  ELLP ORDER  -  FOURTH    CLASS I
 AH2985
 AH2985.The horizontal coordinates were established by GPS observations
 AH2985.and adjusted by the National Geodetic Survey in September 1998..
 AH2985
 AH2985.The orthometric height was determined by GPS observations and a
 AH2985.high-resolution geoid model.
 AH2985
 AH2985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2985
 AH2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2985
 AH2985.The ellipsoidal height was determined by GPS observations
 AH2985.and is referenced to NAD 83.
 AH2985
 AH2985.The geoid height was determined by GEOID03.
 AH2985
 AH2985;                    North         East     Units Scale Factor Converg.
 AH2985;SPC IL W     -   642,654.160   674,544.515   MT  0.99994915   -0 12 32.0
 AH2985;SPC IL W     - 2,108,441.19  2,213,068.13   sFT  0.99994915   -0 12 32.0
 AH2985;UTM  15      - 4,703,370.555   707,530.592   MT  1.00012993   +1 42 15.2
 AH2985
 AH2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2985!SPC IL W     -   0.99996471  x   0.99994915  =   0.99991386
 AH2985!UTM  15      -   0.99996471  x   1.00012993  =   1.00009464
 AH2985
 AH2985:                Primary Azimuth Mark                     Grid Az
 AH2985:SPC IL W     -  JOD20 1B                                 100 58 09.9
 AH2985:UTM  15      -  JOD20 1B                                 099 03 22.7
 AH2985
 AH2985|---------------------------------------------------------------------|
 AH2985| PID    Reference Object                     Distance      Geod. Az  |
 AH2985|                                                           dddmmss.s |
 AH2985| AH2984 JOD20 1B                            APPROX. 0.8 KM 1004537.9 |
 AH2985|---------------------------------------------------------------------|
 AH2985
 AH2985                          SUPERSEDED SURVEY CONTROL
 AH2985
 AH2985  ELLIP H (09/15/98)  225.08   (m)                       GP(       ) 3 1
 AH2985
 AH2985.Superseded values are not recommended for survey control.
 AH2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2985.See file dsdata.txt to determine how the superseded data were derived.
 AH2985
 AH2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0753103371(NAD 83)
 AH2985_MARKER: I = METAL ROD
 AH2985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2985_STAMPING: JOD20-1A
 AH2985_MARK LOGO: ILDT  
 AH2985_PROJECTION: RECESSED 3 CENTIMETERS
 AH2985_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2985+STABILITY: POSITION/ELEVATION WELL
 AH2985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2985+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2985_ROD/PIPE-DEPTH:  3.7 meters
 AH2985_SLEEVE-DEPTH  :  0.9 meters
 AH2985
 AH2985  HISTORY     - Date     Condition        Report By
 AH2985  HISTORY     - 1996     MONUMENTED       SECI
 AH2985
 AH2985                          STATION DESCRIPTION
 AH2985
 AH2985'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2985'STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) SOUTH OF WISCONSIN
 AH2985'STATE LINE, 3.5 MI (5.6 KM) SOUTHEAST OF MENOMINEE, 3.5 MI (5.6 KM)
 AH2985'NORTHWEST OF GALENA IN THE NORTHEAST 1/4 OF SECTION 3, T 28 N, R 1 W.
 AH2985'TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND ILLINOIS ROUTE 84,
 AH2985'PROCEED WEST ALONG U.S.  ROUTE 20 FOR APPROXIMATELY 1.0 MI (1.6 KM) TO
 AH2985'THE STATION LOCATED ON THE LEFT (SOUTH) SIDE OF THE WESTBOUND LANES OF
 AH2985'U.S.  ROUTE 20, IN THE GRASS/ROCK MEDIAN BETWEEN THE EASTBOUND AND
 AH2985'WESTBOUND LANES NEAR JO DAVIES COUNTY MILE MARKER 10.11.  THE STATION
 AH2985'IS ALSO 0.21 MI (0.34 KM) EAST OF A TURN AROUND AND ALSO A GRAVEL PIT
 AH2985'ENTRANCE TO THE NORTH.  THE STATION IS LOCATED 57.6 FT (17.6 M) SOUTH
 AH2985'OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S.  ROUTE 20, 85.3 FT
 AH2985'(26.0 M) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF U.S.  ROUTE
 AH2985'20, 214.5 FT (65.4 M) SOUTHEAST OF A 22-IN DIAMETER TREE, 199.9 FT
 AH2985'(60.9 M) SOUTHEAST OF A 14-IN DIAMETER TREE, 98.85 FT (30.13 M) EAST
 AH2985'OF A DIVISION OF HIGHWAYS CONCRETE MONUMENT, 249.3 FT (76.0 M)
 AH2985'NORTHEAST OF A POWER POLE WITH A GUY WIRE, 219.5 FT (66.9 M) NORTHEAST
 AH2985'OF A CONCRETE R.O.W.  MARKER, 220.3 FT (67.1 M) NORTHEAST OF A FENCE
 AH2985'CORNER TO A FENCE THAT RUNS WEST AND SOUTH, 265.9 FT (81.0 M)
 AH2985'NORTHEAST OF A CONCRETE R.O.W.  MARKER 232.8 FT (71.0 M) NORTHWEST OF
 AH2985'A CONCRETE R.O.W.  MARKER, AND 1.6 FT (0.5 M) SOUTH OF AN ORANGE
 AH2985'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2985'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2984 ***********************************************************************
 AH2984  DESIGNATION -  JOD20 1B
 AH2984  PID         -  AH2984
 AH2984  STATE/COUNTY-  IL/JO DAVIESS
 AH2984  USGS QUAD   -  GALENA (1988)
 AH2984
 AH2984                         *CURRENT SURVEY CONTROL
 AH2984  ___________________________________________________________________
 AH2984* NAD 83(1997)-  42 27 12.57140(N)    090 27 58.36651(W)     ADJUSTED  
 AH2984* NAVD 88     -       269.2    (meters)     883.     (feet)  GPS OBS   
 AH2984  ___________________________________________________________________
 AH2984  X           -     -38,351.625 (meters)                     COMP
 AH2984  Y           -  -4,713,163.540 (meters)                     COMP
 AH2984  Z           -   4,283,063.937 (meters)                     COMP
 AH2984  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AH2984  ELLIP HEIGHT-         236.39  (meters)          (12/06/04) GPS OBS
 AH2984  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AH2984
 AH2984  HORZ ORDER  -  FIRST
 AH2984  ELLP ORDER  -  FOURTH    CLASS I
 AH2984
 AH2984.The horizontal coordinates were established by GPS observations
 AH2984.and adjusted by the National Geodetic Survey in September 1998..
 AH2984
 AH2984.The orthometric height was determined by GPS observations and a
 AH2984.high-resolution geoid model.
 AH2984
 AH2984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2984
 AH2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2984
 AH2984.The ellipsoidal height was determined by GPS observations
 AH2984.and is referenced to NAD 83.
 AH2984
 AH2984.The geoid height was determined by GEOID03.
 AH2984
 AH2984;                    North         East     Units Scale Factor Converg.
 AH2984;SPC IL W     -   642,495.943   675,360.794   MT  0.99994864   -0 12 07.9
 AH2984;SPC IL W     - 2,107,922.11  2,215,746.20   sFT  0.99994864   -0 12 07.9
 AH2984;UTM  15      - 4,703,239.653   708,351.849   MT  1.00013414   +1 42 39.2
 AH2984
 AH2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2984!SPC IL W     -   0.99996293  x   0.99994864  =   0.99991157
 AH2984!UTM  15      -   0.99996293  x   1.00013414  =   1.00009706
 AH2984
 AH2984:                Primary Azimuth Mark                     Grid Az
 AH2984:SPC IL W     -  JOD20 1A                                 280 58 10.0
 AH2984:UTM  15      -  JOD20 1A                                 279 03 22.9
 AH2984
 AH2984|---------------------------------------------------------------------|
 AH2984| PID    Reference Object                     Distance      Geod. Az  |
 AH2984|                                                           dddmmss.s |
 AH2984| AH2985 JOD20 1A                            APPROX. 0.8 KM 2804602.1 |
 AH2984|---------------------------------------------------------------------|
 AH2984
 AH2984                          SUPERSEDED SURVEY CONTROL
 AH2984
 AH2984  ELLIP H (09/15/98)  236.45   (m)                       GP(       ) 3 1
 AH2984
 AH2984.Superseded values are not recommended for survey control.
 AH2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2984.See file dsdata.txt to determine how the superseded data were derived.
 AH2984
 AH2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH0835203240(NAD 83)
 AH2984_MARKER: I = METAL ROD
 AH2984_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2984_STAMPING: JOD20-1B
 AH2984_MARK LOGO: ILDT  
 AH2984_PROJECTION: RECESSED 3 CENTIMETERS
 AH2984_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2984+STABILITY: POSITION/ELEVATION WELL
 AH2984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2984+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 AH2984_ROD/PIPE-DEPTH:  4.9 meters
 AH2984_SLEEVE-DEPTH  :  0.9 meters
 AH2984
 AH2984  HISTORY     - Date     Condition        Report By
 AH2984  HISTORY     - 1996     MONUMENTED       SECI
 AH2984  HISTORY     - 20011002 GOOD             CMT
 AH2984
 AH2984                          STATION DESCRIPTION
 AH2984
 AH2984'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2984'STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) SOUTH OF WISCONSIN
 AH2984'STATE LINE, 4.0 MI (6.4 KM) SOUTHEAST OF MENOMINEE, 3.25 MI (5.23 KM)
 AH2984'NORTHWEST OF GALENA IN THE NORTHEAST 1/4 OF SECTION 3, T 28 N, R 1 W.
 AH2984'TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND ILLINOIS ROUTE 84,
 AH2984'PROCEED WEST ALONG U.S.  ROUTE 20 FOR APPROXIMATELY 0.5 MI (0.8 KM) TO
 AH2984'THE STATION LOCATED ON THE LEFT (SOUTH) SIDE OF U.S. ROUTE 20, NEAR
 AH2984'THE TOP OF SLOPE OF THE ROADWAY CUT AND ALSO NEAR JO DAVIES COUNTY
 AH2984'MILE MARKER 10.63.  THE STATION IS LOCATED 97.5 FT (29.7 M) SOUTH OF
 AH2984'THE CENTERLINE OF THE EASTBOUND LANES OF U.S. ROUTE 20, 130.2 FT (39.7
 AH2984'M) EAST OF A POWER POLE WITH A GUY WIRE, 127.6 FT (38.9 M) WEST OF A
 AH2984'FENCE CORNER TO A FENCE THAT RUNS EAST-WEST AND ALSO SOUTH, 106.3 FT
 AH2984'(32.4 M) EAST OF A CONCRETE R.O.W.  MARKER, 173.3 FT (52.8 M) EAST OF
 AH2984'A POWER POLE, 14.5 FT (4.4 M) NORTH OF THE EAST-WEST FENCE LINE, 1.4
 AH2984'FT (0.4 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS
 AH2984'TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2984'WOOD PHYSICAL TIES.
 AH2984
 AH2984                          STATION RECOVERY (2001)
 AH2984
 AH2984'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 AH2984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2986 ***********************************************************************
 AH2986  DESIGNATION -  JOD20 2A
 AH2986  PID         -  AH2986
 AH2986  STATE/COUNTY-  IL/JO DAVIESS
 AH2986  USGS QUAD   -  SCALES MOUND WEST (1975)
 AH2986
 AH2986                         *CURRENT SURVEY CONTROL
 AH2986  ___________________________________________________________________
 AH2986* NAD 83(1997)-  42 22 35.26201(N)    090 21 29.00167(W)     ADJUSTED  
 AH2986* NAVD 88     -       209.6    (meters)     688.     (feet)  GPS OBS   
 AH2986  ___________________________________________________________________
 AH2986  X           -     -29,490.344 (meters)                     COMP
 AH2986  Y           -  -4,718,955.004 (meters)                     COMP
 AH2986  Z           -   4,276,706.325 (meters)                     COMP
 AH2986  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AH2986  ELLIP HEIGHT-         176.76  (meters)          (12/06/04) GPS OBS
 AH2986  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AH2986
 AH2986  HORZ ORDER  -  FIRST
 AH2986  ELLP ORDER  -  FOURTH    CLASS I
 AH2986
 AH2986.The horizontal coordinates were established by GPS observations
 AH2986.and adjusted by the National Geodetic Survey in September 1998..
 AH2986
 AH2986.The orthometric height was determined by GPS observations and a
 AH2986.high-resolution geoid model.
 AH2986
 AH2986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2986
 AH2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2986
 AH2986.The ellipsoidal height was determined by GPS observations
 AH2986.and is referenced to NAD 83.
 AH2986
 AH2986.The geoid height was determined by GEOID03.
 AH2986
 AH2986;                    North         East     Units Scale Factor Converg.
 AH2986;SPC IL W     -   633,914.076   684,237.977   MT  0.99994423   -0 07 44.4
 AH2986;SPC IL W     - 2,079,766.43  2,244,870.76   sFT  0.99994423   -0 07 44.4
 AH2986;UTM  15      - 4,694,956.950   717,512.318   MT  1.00018215   +1 46 52.9
 AH2986
 AH2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2986!SPC IL W     -   0.99997228  x   0.99994423  =   0.99991651
 AH2986!UTM  15      -   0.99997228  x   1.00018215  =   1.00015442
 AH2986
 AH2986:                Primary Azimuth Mark                     Grid Az
 AH2986:SPC IL W     -  JOD20 2B                                 119 58 48.1
 AH2986:UTM  15      -  JOD20 2B                                 118 04 10.8
 AH2986
 AH2986|---------------------------------------------------------------------|
 AH2986| PID    Reference Object                     Distance      Geod. Az  |
 AH2986|                                                           dddmmss.s |
 AH2986| AH2987 JOD20 2B                            APPROX. 0.6 KM 1195103.7 |
 AH2986|---------------------------------------------------------------------|
 AH2986
 AH2986                          SUPERSEDED SURVEY CONTROL
 AH2986
 AH2986  ELLIP H (09/15/98)  176.83   (m)                       GP(       ) 3 1
 AH2986
 AH2986.Superseded values are not recommended for survey control.
 AH2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2986.See file dsdata.txt to determine how the superseded data were derived.
 AH2986
 AH2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1751294957(NAD 83)
 AH2986_MARKER: I = METAL ROD
 AH2986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2986_STAMPING: JOD20-2A
 AH2986_MARK LOGO: ILDT  
 AH2986_PROJECTION: RECESSED 3 CENTIMETERS
 AH2986_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2986+STABILITY: POSITION/ELEVATION WELL
 AH2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2986+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 AH2986_ROD/PIPE-DEPTH:  7.3 meters
 AH2986_SLEEVE-DEPTH  :  0.9 meters
 AH2986
 AH2986  HISTORY     - Date     Condition        Report By
 AH2986  HISTORY     - 1996     MONUMENTED       SECI
 AH2986  HISTORY     - 20011002 GOOD             CMT
 AH2986
 AH2986                          STATION DESCRIPTION
 AH2986
 AH2986'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2986'STATION IS LOCATED APPROXIMATELY 4.4 MI (7.1 KM) SOUTHEAST OF GALENA,
 AH2986'8.1 MI (13.0 KM) NORTHWEST OF ELIZABETH, IN THE SOUTHWEST 1/4 OF
 AH2986'SECTION 36, T 28 N, R 1 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE
 AH2986'20 AND ILLINOIS ROUTE 84 (SOUTH) , PROCEED WEST ALONG U.S.  ROUTE 20
 AH2986'FOR APPROXIMATELY 6.5 MI (10.5 KM) TO THE STATION LOCATED ON THE LEFT
 AH2986'(SOUTH) SIDE OF U.S.  ROUTE 20, NEAR JO DAVIES COUNTY MILE MARKER
 AH2986'19.8.  THE STATION IS LOCATED 40.5 FT (12.3 M) SOUTHWEST OF THE
 AH2986'CENTERLINE OF U.S.  ROUTE 20, 128 FT (39.0 M) SOUTH OF THE CENTER OF A
 AH2986'FIELD ENTRANCE TO THE NORTHEAST, 135.8 FT (41.4 M) SOUTH OF THE
 AH2986'SOUTHEAST END OF A CORRUGATED METAL PIPE UNDER THE FIELD ENTRANCE TO
 AH2986'THE NORTHEAST, 283.6 FT (86.4 M) NORTH OF A WOOD FENCE POST ON THE
 AH2986'NORTHWEST-SOUTHEAST FENCELINE, AND 1.6 FT (0.5 M) NORTHEAST OF AN
 AH2986'ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2986'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2986'TIES AND ALSO IN TOP OF THE CORRUGATED METAL PIPE.
 AH2986
 AH2986                          STATION RECOVERY (2001)
 AH2986
 AH2986'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 AH2986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2987 ***********************************************************************
 AH2987  DESIGNATION -  JOD20 2B
 AH2987  PID         -  AH2987
 AH2987  STATE/COUNTY-  IL/JO DAVIESS
 AH2987  USGS QUAD   -  HANOVER (1975)
 AH2987
 AH2987                         *CURRENT SURVEY CONTROL
 AH2987  ___________________________________________________________________
 AH2987* NAD 83(1997)-  42 22 25.02244(N)    090 21 04.94015(W)     ADJUSTED  
 AH2987* NAVD 88     -       222.2    (meters)     729.     (feet)  GPS OBS   
 AH2987  ___________________________________________________________________
 AH2987  X           -     -28,941.224 (meters)                     COMP
 AH2987  Y           -  -4,719,180.636 (meters)                     COMP
 AH2987  Z           -   4,276,481.377 (meters)                     COMP
 AH2987  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AH2987  ELLIP HEIGHT-         189.32  (meters)          (12/06/04) GPS OBS
 AH2987  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 AH2987
 AH2987  HORZ ORDER  -  FIRST
 AH2987  ELLP ORDER  -  FOURTH    CLASS I
 AH2987
 AH2987.The horizontal coordinates were established by GPS observations
 AH2987.and adjusted by the National Geodetic Survey in September 1998..
 AH2987
 AH2987.The orthometric height was determined by GPS observations and a
 AH2987.high-resolution geoid model.
 AH2987
 AH2987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2987
 AH2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2987
 AH2987.The ellipsoidal height was determined by GPS observations
 AH2987.and is referenced to NAD 83.
 AH2987
 AH2987.The geoid height was determined by GEOID03.
 AH2987
 AH2987;                    North         East     Units Scale Factor Converg.
 AH2987;SPC IL W     -   633,596.927   684,787.736   MT  0.99994402   -0 07 28.1
 AH2987;SPC IL W     - 2,078,725.92  2,246,674.43   sFT  0.99994402   -0 07 28.1
 AH2987;UTM  15      - 4,694,658.232   718,072.478   MT  1.00018515   +1 47 08.8
 AH2987
 AH2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2987!SPC IL W     -   0.99997031  x   0.99994402  =   0.99991433
 AH2987!UTM  15      -   0.99997031  x   1.00018515  =   1.00015545
 AH2987
 AH2987:                Primary Azimuth Mark                     Grid Az
 AH2987:SPC IL W     -  JOD20 2A                                 299 58 48.0
 AH2987:UTM  15      -  JOD20 2A                                 298 04 11.1
 AH2987
 AH2987|---------------------------------------------------------------------|
 AH2987| PID    Reference Object                     Distance      Geod. Az  |
 AH2987|                                                           dddmmss.s |
 AH2987| AH2986 JOD20 2A                            APPROX. 0.6 KM 2995119.9 |
 AH2987|---------------------------------------------------------------------|
 AH2987
 AH2987                          SUPERSEDED SURVEY CONTROL
 AH2987
 AH2987  ELLIP H (09/15/98)  189.39   (m)                       GP(       ) 3 1
 AH2987
 AH2987.Superseded values are not recommended for survey control.
 AH2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2987.See file dsdata.txt to determine how the superseded data were derived.
 AH2987
 AH2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG1807294658(NAD 83)
 AH2987_MARKER: I = METAL ROD
 AH2987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2987_STAMPING: JOD20-2B
 AH2987_MARK LOGO: ILDT  
 AH2987_PROJECTION: RECESSED 3 CENTIMETERS
 AH2987_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2987+STABILITY: POSITION/ELEVATION WELL
 AH2987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2987+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 AH2987_ROD/PIPE-DEPTH:  4.9 meters
 AH2987_SLEEVE-DEPTH  :  0.9 meters
 AH2987
 AH2987  HISTORY     - Date     Condition        Report By
 AH2987  HISTORY     - 1996     MONUMENTED       SECI
 AH2987  HISTORY     - 20011002 GOOD             CMT
 AH2987
 AH2987                          STATION DESCRIPTION
 AH2987
 AH2987'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2987'STATION IS LOCATED APPROXIMATELY 4.9 MI (7.9 KM) SOUTHEAST OF GALENA,
 AH2987'7.7 MI (12.4 KM) NORTHWEST OF ELIZABETH, IN THE SOUTHWEST 1/4 OF
 AH2987'SECTION 36, T 28 N, R 1 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE
 AH2987'20 AND ILLINOIS ROUTE 84 (SOUTH) , PROCEED WEST ALONG U.S.  ROUTE 20
 AH2987'FOR APPROXIMATELY 6.2 MI (10.0 KM) TO THE STATION LOCATED ON THE LEFT
 AH2987'(SOUTH) SIDE OF U.S.  ROUTE 20, NEAR JO DAVIES COUNTY MILE MARKER
 AH2987'20.19.  THE STATION IS LOCATED 41.9 FT (12.8 M) SOUTH OF THE
 AH2987'CENTERLINE OF U.S.  ROUTE 20, 371 FT (113.1 M) WEST OF THE CENTERLINE
 AH2987'OF DEVILS LADER ROAD, 347.9 FT (106.0 M) WEST OF THE NORTHWEST CORNER
 AH2987'OF A WING WALL ON THE WEST END OF BOX CULVERT UNDER DEVILS LADDER
 AH2987'ROAD, 310.5 FT (94.6 M) WEST OF A CONCRETE R.O.W.  MARKER, 72.0 FT
 AH2987'(21.9 M) WEST OF A POWER POLE, 8.1 FT (2.5 M) NORTH OF A CONCRETE
 AH2987'R.O.W.  MARKER, 122.9 FT (37.5 M) WEST OF A CAMPING SIGN, 8.4 FT (2.6
 AH2987'M) NORTH OF A UNDERGROUND CABLE WARNING SIGN, 27 FT (8.2 M) WEST OF A
 AH2987'GRASS FIELD ENTRANCE TO THE SOUTH, 205 FT (62.5 M) WEST OF A PRIVATE
 AH2987'DRIVE TO THE NORTH, 153 FT (46.6 M) WEST OF THE SOUTH END OF A
 AH2987'REINFORCED CONCRETE PIPE UNDER U.S.  ROUTE 20,AND 1.4 FT (0.4 M) NORTH
 AH2987'OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS
 AH2987'THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL
 AH2987'TIES.
 AH2987
 AH2987                          STATION RECOVERY (2001)
 AH2987
 AH2987'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2001 (KWS)
 AH2987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2989 ***********************************************************************
 AH2989  DESIGNATION -  JOD20 3A
 AH2989  PID         -  AH2989
 AH2989  STATE/COUNTY-  IL/JO DAVIESS
 AH2989  USGS QUAD   -  ELIZABETH (1968)
 AH2989
 AH2989                         *CURRENT SURVEY CONTROL
 AH2989  ___________________________________________________________________
 AH2989* NAD 83(1997)-  42 18 56.60371(N)    090 12 05.62751(W)     ADJUSTED  
 AH2989* NAVD 88     -       311.0    (meters)    1020.     (feet)  GPS OBS   
 AH2989  ___________________________________________________________________
 AH2989  X           -     -16,617.549 (meters)                     COMP
 AH2989  Y           -  -4,723,637.573 (meters)                     COMP
 AH2989  Z           -   4,271,787.797 (meters)                     COMP
 AH2989  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AH2989  ELLIP HEIGHT-         277.94  (meters)          (12/06/04) GPS OBS
 AH2989  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AH2989
 AH2989  HORZ ORDER  -  FIRST
 AH2989  ELLP ORDER  -  FOURTH    CLASS I
 AH2989
 AH2989.The horizontal coordinates were established by GPS observations
 AH2989.and adjusted by the National Geodetic Survey in September 1998..
 AH2989
 AH2989.The orthometric height was determined by GPS observations and a
 AH2989.high-resolution geoid model.
 AH2989
 AH2989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2989
 AH2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2989
 AH2989.The ellipsoidal height was determined by GPS observations
 AH2989.and is referenced to NAD 83.
 AH2989
 AH2989.The geoid height was determined by GEOID03.
 AH2989
 AH2989;                    North         East     Units Scale Factor Converg.
 AH2989;SPC IL W     -   627,150.495   697,123.301   MT  0.99994128   -0 01 24.6
 AH2989;SPC IL W     - 2,057,576.25  2,287,145.36   sFT  0.99994128   -0 01 24.6
 AH2989;UTM  15      - 4,688,624.689   730,619.446   MT  1.00025444   +1 53 05.2
 AH2989
 AH2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2989!SPC IL W     -   0.99995641  x   0.99994128  =   0.99989769
 AH2989!UTM  15      -   0.99995641  x   1.00025444  =   1.00021084
 AH2989
 AH2989:                Primary Azimuth Mark                     Grid Az
 AH2989:SPC IL W     -  JOD20 3B                                 103 28 00.5
 AH2989:UTM  15      -  JOD20 3B                                 101 33 30.7
 AH2989
 AH2989|---------------------------------------------------------------------|
 AH2989| PID    Reference Object                     Distance      Geod. Az  |
 AH2989|                                                           dddmmss.s |
 AH2989| AH2988 JOD20 3B                            APPROX. 0.9 KM 1032635.9 |
 AH2989|---------------------------------------------------------------------|
 AH2989
 AH2989                          SUPERSEDED SURVEY CONTROL
 AH2989
 AH2989  ELLIP H (09/15/98)  278.00   (m)                       GP(       ) 3 1
 AH2989
 AH2989.Superseded values are not recommended for survey control.
 AH2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2989.See file dsdata.txt to determine how the superseded data were derived.
 AH2989
 AH2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3061988625(NAD 83)
 AH2989_MARKER: I = METAL ROD
 AH2989_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2989_STAMPING: JOD20-3A
 AH2989_MARK LOGO: ILDT  
 AH2989_PROJECTION: RECESSED 3 CENTIMETERS
 AH2989_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2989+STABILITY: POSITION/ELEVATION WELL
 AH2989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2989+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2989_ROD/PIPE-DEPTH:  1.8 meters
 AH2989_SLEEVE-DEPTH  :  0.6 meters
 AH2989
 AH2989  HISTORY     - Date     Condition        Report By
 AH2989  HISTORY     - 1996     MONUMENTED       SECI
 AH2989
 AH2989                          STATION DESCRIPTION
 AH2989
 AH2989'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2989'STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) EAST OF ELIZABETH,
 AH2989'5.8 MI (9.3 KM) NORTHEAST OF HANOVER IN THE SOUTHEAST 1/4 OF SECTION
 AH2989'19, T 27 N, R 3 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND
 AH2989'ILLINOIS ROUTE 84 (SOUTH) , PROCEED EAST ALONG U.S.  ROUTE 20 FOR
 AH2989'APPROXIMATELY 3.9 MI (6.3 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2989'(SOUTH) SIDE OF U.S.  ROUTE 20.  THE STATION IS ALSO 0.7 MI (1.1 KM)
 AH2989'WEST OF DERINDA ROAD.  THE STATION IS LOCATED 26.2 FT (8.0 M) SOUTH OF
 AH2989'THE EDGE OF PAVEMENT OF THE EASTBOUND LANE OF U.S.  ROUTE 20, 142.08
 AH2989'FT (43.31 M) SOUTHWEST OF THE END OF A GUARDRAIL ON THE SOUTH SIDE OF
 AH2989'U.S.  ROUTE 20, 67.6 FT (20.6 M) WEST OF A WOOD FENCE POST ON THE
 AH2989'EAST-WEST FENCE LINE, 61.3 FT (18.7 M) EAST OF A WOOD FENCE POST ON
 AH2989'THE EAST-WEST FENCE LINE, 2.6 FT (0.8 M) NORTHWEST OF A WOOD FENCE
 AH2989'POST ON THE EAST-WEST FENCE LINE, 2.4 FT (0.7 M) WEST OF A CONCRETE
 AH2989'R.O.W.  MARKER, 1.8 FT (0.5 M) NORTH OF THE EAST-WEST FENCELINE, 1.3
 AH2989'FT (0.4 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS
 AH2989'TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2989'WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2988 ***********************************************************************
 AH2988  DESIGNATION -  JOD20 3B
 AH2988  PID         -  AH2988
 AH2988  STATE/COUNTY-  IL/JO DAVIESS
 AH2988  USGS QUAD   -  ELIZABETH (1968)
 AH2988
 AH2988                         *CURRENT SURVEY CONTROL
 AH2988  ___________________________________________________________________
 AH2988* NAD 83(1997)-  42 18 49.91000(N)    090 11 27.90672(W)     ADJUSTED  
 AH2988* NAVD 88     -       313.9    (meters)    1030.     (feet)  GPS OBS   
 AH2988  ___________________________________________________________________
 AH2988  X           -     -15,754.182 (meters)                     COMP
 AH2988  Y           -  -4,723,781.769 (meters)                     COMP
 AH2988  Z           -   4,271,637.057 (meters)                     COMP
 AH2988  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AH2988  ELLIP HEIGHT-         280.90  (meters)          (12/06/04) GPS OBS
 AH2988  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AH2988
 AH2988  HORZ ORDER  -  FIRST
 AH2988  ELLP ORDER  -  FOURTH    CLASS I
 AH2988
 AH2988.The horizontal coordinates were established by GPS observations
 AH2988.and adjusted by the National Geodetic Survey in September 1998..
 AH2988
 AH2988.The orthometric height was determined by GPS observations and a
 AH2988.high-resolution geoid model.
 AH2988
 AH2988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2988
 AH2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2988
 AH2988.The ellipsoidal height was determined by GPS observations
 AH2988.and is referenced to NAD 83.
 AH2988
 AH2988.The geoid height was determined by GEOID03.
 AH2988
 AH2988;                    North         East     Units Scale Factor Converg.
 AH2988;SPC IL W     -   626,943.669   697,986.996   MT  0.99994123   -0 00 59.2
 AH2988;SPC IL W     - 2,056,897.69  2,289,979.00   sFT  0.99994123   -0 00 59.2
 AH2988;UTM  15      - 4,688,446.682   731,489.824   MT  1.00025939   +1 53 30.4
 AH2988
 AH2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2988!SPC IL W     -   0.99995595  x   0.99994123  =   0.99989718
 AH2988!UTM  15      -   0.99995595  x   1.00025939  =   1.00021533
 AH2988
 AH2988:                Primary Azimuth Mark                     Grid Az
 AH2988:SPC IL W     -  JOD20 3A                                 283 28 00.5
 AH2988:UTM  15      -  JOD20 3A                                 281 33 30.9
 AH2988
 AH2988|---------------------------------------------------------------------|
 AH2988| PID    Reference Object                     Distance      Geod. Az  |
 AH2988|                                                           dddmmss.s |
 AH2988| AH2989 JOD20 3A                            APPROX. 0.9 KM 2832701.3 |
 AH2988|---------------------------------------------------------------------|
 AH2988
 AH2988                          SUPERSEDED SURVEY CONTROL
 AH2988
 AH2988  ELLIP H (09/15/98)  280.96   (m)                       GP(       ) 3 1
 AH2988
 AH2988.Superseded values are not recommended for survey control.
 AH2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2988.See file dsdata.txt to determine how the superseded data were derived.
 AH2988
 AH2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3149088447(NAD 83)
 AH2988_MARKER: I = METAL ROD
 AH2988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2988_STAMPING: JOD20-3B
 AH2988_MARK LOGO: ILDT  
 AH2988_PROJECTION: RECESSED 3 CENTIMETERS
 AH2988_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2988+STABILITY: POSITION/ELEVATION WELL
 AH2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2988+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2988_ROD/PIPE-DEPTH:  1.2 meters
 AH2988_SLEEVE-DEPTH  :  0.6 meters
 AH2988
 AH2988  HISTORY     - Date     Condition        Report By
 AH2988  HISTORY     - 1996     MONUMENTED       SECI
 AH2988
 AH2988                          STATION DESCRIPTION
 AH2988
 AH2988'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2988'STATION IS LOCATED APPROXIMATELY 1.6 MI (2.6 KM) EAST OF ELIZABETH,
 AH2988'6.2 MI (10.0 KM) NORTHEAST OF HANOVER IN THE SOUTHWEST 1/4 OF SECTION
 AH2988'20, T 27 N, R 3 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND
 AH2988'ILLINOIS ROUTE 84 (SOUTH) , PROCEED EAST ALONG U.S.  ROUTE 20 FOR
 AH2988'APPROXIMATELY 4.4 MI (7.1 KM) TO THE STATION LOCATED ON THE LEFT
 AH2988'(NORTH) SIDE OF U.S.  ROUTE 20.  THE STATION IS ALSO 0.2 MI (0.3 KM)
 AH2988'WEST OF DERINDA ROAD.  THE STATION IS LOCATED 62.4 FT (19.0 M) NORTH
 AH2988'OF THE CENTERLINE OF U.S.  ROUTE 20, 189.2 FT (57.7 M) WEST OF THE
 AH2988'CENTER OF A PRIVATE DRIVE TO THE SOUTH, 80.9 FT (24.7 M) EAST OF A
 AH2988'CONCRETE R.O.W MARKER, 43.9 FT (13.4 M) SOUTH OF THE EAST-WEST FENCE
 AH2988'LINE, 44.5 FT (13.6 M) SOUTHWEST OF A CONCRETE R.O.W.  MARKER, 67.5 FT
 AH2988'(20.6 M) SOUTHWEST OF WOOD POST ON THE EAST-WEST FENCE LINE JUST WEST
 AH2988'OF A WALK ENTRANCE, 131.1 FT (40.0 M) SOUTHWEST OF A CONCRETE R.O.W.
 AH2988'MARKER, 159.4 FT (48.6 M) WEST OF A CONCRETE R.O.W.  MARKER, 3.6 FT
 AH2988'(1.1 M) SOUTHWEST OF A CONCRETE R.O.W.  MARKER, AND 3.6 FT (1.1 M)
 AH2988'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM
 AH2988'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2988'PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9284 ***********************************************************************
 AF9284  CBN         -  This is a Cooperative Base Network Control Station.
 AF9284  DESIGNATION -  JOD20 4A
 AF9284  PID         -  AF9284
 AF9284  STATE/COUNTY-  IL/JO DAVIESS
 AF9284  USGS QUAD   -  STOCKTON (1968)
 AF9284
 AF9284                         *CURRENT SURVEY CONTROL
 AF9284  ___________________________________________________________________
 AF9284* NAD 83(1997)-  42 21 26.63976(N)    090 03 20.77083(W)     ADJUSTED  
 AF9284* NAVD 88     -       280.8    (meters)     921.     (feet)  GPS OBS   
 AF9284  ___________________________________________________________________
 AF9284  X           -      -4,594.792 (meters)                     COMP
 AF9284  Y           -  -4,720,524.231 (meters)                     COMP
 AF9284  Z           -   4,275,189.659 (meters)                     COMP
 AF9284  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AF9284  ELLIP HEIGHT-         247.70  (meters)          (10/15/04) GPS OBS
 AF9284  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AF9284
 AF9284  HORZ ORDER  -  B
 AF9284  ELLP ORDER  -  FOURTH    CLASS II
 AF9284
 AF9284.The horizontal coordinates were established by GPS observations
 AF9284.and adjusted by the National Geodetic Survey in July 1998..
 AF9284
 AF9284.The orthometric height was determined by GPS observations and a
 AF9284.high-resolution geoid model.
 AF9284
 AF9284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9284
 AF9284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9284
 AF9284.The ellipsoidal height was determined by GPS observations
 AF9284.and is referenced to NAD 83.
 AF9284
 AF9284.The geoid height was determined by GEOID03.
 AF9284
 AF9284;                    North         East     Units Scale Factor Converg.
 AF9284;SPC IL W     -   631,785.028   709,135.771   MT  0.99994220   +0 04 29.0
 AF9284;SPC IL W     - 2,072,781.38  2,326,556.28   sFT  0.99994220   +0 04 29.0
 AF9284;UTM  15      - 4,693,658.579   742,474.969   MT  1.00032346   +1 59 04.7
 AF9284;UTM  16      - 4,693,982.964   248,338.301   MT  1.00037932   -2 03 35.7
 AF9284
 AF9284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9284!SPC IL W     -   0.99996115  x   0.99994220  =   0.99990336
 AF9284!UTM  15      -   0.99996115  x   1.00032346  =   1.00028460
 AF9284!UTM  16      -   0.99996115  x   1.00037932  =   1.00034046
 AF9284
 AF9284:                Primary Azimuth Mark                     Grid Az
 AF9284:SPC IL W     -  JOD20 4B                                 089 14 58.4
 AF9284:UTM  15      -  JOD20 4B                                 087 20 22.7
 AF9284:UTM  16      -  JOD20 4B                                 091 23 03.1
 AF9284
 AF9284|---------------------------------------------------------------------|
 AF9284| PID    Reference Object                     Distance      Geod. Az  |
 AF9284|                                                           dddmmss.s |
 AF9284| AH2990 JOD20 4B                            APPROX. 0.9 KM 0891927.4 |
 AF9284|---------------------------------------------------------------------|
 AF9284
 AF9284                          SUPERSEDED SURVEY CONTROL
 AF9284
 AF9284  ELLIP H (07/17/98)  247.77   (m)                       GP(       ) 4 1
 AF9284
 AF9284.Superseded values are not recommended for survey control.
 AF9284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9284.See file dsdata.txt to determine how the superseded data were derived.
 AF9284
 AF9284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4247593659(NAD 83)
 AF9284_MARKER: I = METAL ROD
 AF9284_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9284_STAMPING: JOD20-4A
 AF9284_MARK LOGO: ILDT  
 AF9284_PROJECTION: RECESSED 3 CENTIMETERS
 AF9284_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF9284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9284+STABILITY: POSITION/ELEVATION WELL
 AF9284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9284+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AF9284_ROD/PIPE-DEPTH:  3.6 meters
 AF9284_SLEEVE-DEPTH  :  0.9 meters
 AF9284
 AF9284  HISTORY     - Date     Condition        Report By
 AF9284  HISTORY     - 1996     MONUMENTED       SECI
 AF9284  HISTORY     - 19970508 GOOD             NGS
 AF9284
 AF9284                          STATION DESCRIPTION
 AF9284
 AF9284'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AF9284'STATION IS LOCATED APPROXIMATELY 2.4 MI (3.9 KM) WEST OF STOCKTON, 4.8
 AF9284'MI (7.7 KM) NORTHEAST OF WOODBINE IN THE NORTHWEST 1/4 OF SECTION 9, T
 AF9284'27 N, R 4 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND
 AF9284'ILLINOIS ROUTE 84 (SOUTH) , PROCEED EAST ALONG U.S.  ROUTE 20 FOR
 AF9284'APPROXIMATELY 12.8 MI (20.6 KM) TO THE STATION LOCATED ON THE RIGHT
 AF9284'(SOUTH) SIDE OF U.S.  ROUTE 20.  THE STATION IS ALSO 0.2 MI (0.3 KM)
 AF9284'WEST OF MASSBACH ROAD TO THE SOUTH AND CAYNON PARK ROAD TO THE NORTH.
 AF9284'TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND ILLINOIS ROUTE 78
 AF9284'(SOUTH) , PROCEED WEST ALONG U.S.  ROUTE 20 FOR APPROXIMATELY 2.5 MI
 AF9284'(4.0 KM) TO THE STATION LOCATED ON THE RIGHT (SOUTH) SIDE OF U.S.
 AF9284'ROUTE 20.  THE STATION IS LOCATED 30.0 FT (9.1 M) SOUTH OF THE
 AF9284'CENTERLINE OF U.S.  ROUTE 20, 87.4 FT (26.6 M) SOUTHEAST OF A WOOD
 AF9284'FENCE CORNER TO A FENCE THAT RUNS EAST-WEST AND ALSO NORTH, 84.5 FT
 AF9284'(25.8 M) SOUTHEAST OF A CONCRETE R.O.W.  MARKER, 65.4 FT (19.9 M) EAST
 AF9284'OF A POWER POLE, 54.9 FT (16.7 M) EAST OF A CONCRETE R.O.W.  MARKER,
 AF9284'79.3 FT (24.2 M) WEST OF A WOOD FENCE POST ON THE EAST-WEST FENCT
 AF9284'LINE, 215.6 FT (65.7 M) WEST OF A POWERPOLE, 2.4 FT (0.7 M) NORTHWEST
 AF9284'OF A WOOD FENCE POST, 2.9 FT (0.9 M) NORTH OF THE EAST-WEST FENCE
 AF9284'LINE, 2.5 FT (0.8 M) NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AF9284'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AF9284'WERE SET IN ALL WOOD PHYSICAL TIES.
 AF9284
 AF9284                          STATION RECOVERY (1997)
 AF9284
 AF9284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AF9284'STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST OF STOCKTON.  TO REACH
 AF9284'FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE ROUTE 78 ON THE NORTH
 AF9284'EDGE OF STOCKTON, GO WEST ON HIGHWAY 20 FOR 2.5 MI (4.0 KM) TO THE
 AF9284'STATION ON THE LEFT.  IT IS 9.1 M (29.9 FT) SOUTH OF THE CENTER OF THE
 AF9284'HIGHWAY, 26.6 M (87.3 FT) SOUTHEAST OF A WOOD FENCE CORNER TO A FENCE
 AF9284'THAT RUNS EAST-WEST AND NORTH, 25.8 M (84.6 FT) SOUTHEAST OF A
 AF9284'CONCRETE RIGHT-OF-WAY MARKER, 19.9 M (65.3 FT) EAST OF A POWER POLE,
 AF9284'16.7 MI (26.9 KM) EAST OF A CONCRETE RIGHT-OF-WAY MARKER, 65.7 M
 AF9284'(215.6 FT) WEST OF A POWER POLE, 0.9 NORTH OF A FENCE, 0.7 M (2.3 FT)
 AF9284'NORTHWEST OF A WOOD FENCE POST, AND 0.8 M (2.6 FT) NORTH OF A
 AF9284'FIBERGLASS WITNESS POST.  NOTE--ACCESS TO THE STATION POINT IS THROUGH
 AF9284'A 6-INCH ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2990 ***********************************************************************
 AH2990  DESIGNATION -  JOD20 4B
 AH2990  PID         -  AH2990
 AH2990  STATE/COUNTY-  IL/JO DAVIESS
 AH2990  USGS QUAD   -  STOCKTON (1968)
 AH2990
 AH2990                         *CURRENT SURVEY CONTROL
 AH2990  ___________________________________________________________________
 AH2990* NAD 83(1997)-  42 21 26.97023(N)    090 02 42.79209(W)     ADJUSTED  
 AH2990* NAVD 88     -       287.9    (meters)     945.     (feet)  GPS OBS   
 AH2990  ___________________________________________________________________
 AH2990  X           -      -3,725.619 (meters)                     COMP
 AH2990  Y           -  -4,720,523.314 (meters)                     COMP
 AH2990  Z           -   4,275,201.925 (meters)                     COMP
 AH2990  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AH2990  ELLIP HEIGHT-         254.72  (meters)          (12/06/04) GPS OBS
 AH2990  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AH2990
 AH2990  HORZ ORDER  -  FIRST
 AH2990  ELLP ORDER  -  FOURTH    CLASS I
 AH2990
 AH2990.The horizontal coordinates were established by GPS observations
 AH2990.and adjusted by the National Geodetic Survey in September 1998..
 AH2990
 AH2990.The orthometric height was determined by GPS observations and a
 AH2990.high-resolution geoid model.
 AH2990
 AH2990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2990
 AH2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2990
 AH2990.The ellipsoidal height was determined by GPS observations
 AH2990.and is referenced to NAD 83.
 AH2990
 AH2990.The geoid height was determined by GEOID03.
 AH2990
 AH2990;                    North         East     Units Scale Factor Converg.
 AH2990;SPC IL W     -   631,796.412   710,004.844   MT  0.99994241   +0 04 54.6
 AH2990;SPC IL W     - 2,072,818.73  2,329,407.56   sFT  0.99994241   +0 04 54.6
 AH2990;UTM  15      - 4,693,698.937   743,343.513   MT  1.00032865   +1 59 30.4
 AH2990;UTM  16      - 4,693,961.959   249,207.572   MT  1.00037395   -2 03 10.1
 AH2990
 AH2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2990!SPC IL W     -   0.99996005  x   0.99994241  =   0.99990246
 AH2990!UTM  15      -   0.99996005  x   1.00032865  =   1.00028869
 AH2990!UTM  16      -   0.99996005  x   1.00037395  =   1.00033399
 AH2990
 AH2990:                Primary Azimuth Mark                     Grid Az
 AH2990:SPC IL W     -  JOD20 4A                                 269 14 58.4
 AH2990:UTM  15      -  JOD20 4A                                 267 20 22.6
 AH2990:UTM  16      -  JOD20 4A                                 271 23 03.1
 AH2990
 AH2990|---------------------------------------------------------------------|
 AH2990| PID    Reference Object                     Distance      Geod. Az  |
 AH2990|                                                           dddmmss.s |
 AH2990| AF9284 JOD20 4A                            APPROX. 0.9 KM 2691953.0 |
 AH2990|---------------------------------------------------------------------|
 AH2990
 AH2990                          SUPERSEDED SURVEY CONTROL
 AH2990
 AH2990  ELLIP H (09/15/98)  254.79   (m)                       GP(       ) 3 1
 AH2990
 AH2990.Superseded values are not recommended for survey control.
 AH2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2990.See file dsdata.txt to determine how the superseded data were derived.
 AH2990
 AH2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4334493699(NAD 83)
 AH2990_MARKER: I = METAL ROD
 AH2990_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2990_STAMPING: JOD20-4B
 AH2990_MARK LOGO: ILDT  
 AH2990_PROJECTION: RECESSED 3 CENTIMETERS
 AH2990_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2990+STABILITY: POSITION/ELEVATION WELL
 AH2990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2990+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2990_ROD/PIPE-DEPTH:  3.7 meters
 AH2990_SLEEVE-DEPTH  :  0.9 meters
 AH2990
 AH2990  HISTORY     - Date     Condition        Report By
 AH2990  HISTORY     - 1996     MONUMENTED       SECI
 AH2990
 AH2990                          STATION DESCRIPTION
 AH2990
 AH2990'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2990'STATION IS LOCATED APPROXIMATELY 2.1 MI (3.4 KM) WEST OF STOCKTON, 5.3
 AH2990'MI (8.5 KM) NORTHEAST OF WOODBINE IN THE SOUTHEAST 1/4 OF SECTION 4, T
 AH2990'27 N, R 4 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND
 AH2990'ILLINOIS ROUTE 84 (SOUTH) , PROCEED EAST ALONG U.S.  ROUTE 20 FOR
 AH2990'APPROXIMATELY 13.3 MI (21.4 KM) TO THE STATION LOCATED ON THE LEFT
 AH2990'(NORTH) SIDE OF U.S.  ROUTE 20.  THE STATION IS ALSO 0.3 MI (0.5 KM)
 AH2990'EAST OF MASSBACH ROAD TO THE SOUTH AND CAYNON PARK ROAD TO THE NORTH.
 AH2990'TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND ILLINOIS ROUTE 78
 AH2990'(SOUTH) , PROCEED WEST ALONG U.S.  ROUTE 20 FOR APPROXIMATELY 2.0 MI
 AH2990'(3.2 KM) TO THE STATION LOCATED ON THE RIGHT (NORTH) SIDE OF U.S.
 AH2990'ROUTE 20.  THE STATION IS LOCATED 31.1 FT (9.5 M) NORTH OF THE
 AH2990'CENTERLINE OF U.S.  ROUTE 20, 215 FT (65.5 M) EAST OF THE CENTER OF A
 AH2990'FIELD ENTRANCE TO THE NORTH, 207.9 FT (63.4 M) EAST OF A CONCRETE
 AH2990'R.O.W.  MARKER, 215.6 FT (65.7 M) NORTHEAST OF A CONCRETE R.O.W.
 AH2990'MARKER, 213.8 FT (65.2 M) NORTHEAST OF A POWER POLE, 61.9 FT (18.9 M)
 AH2990'NORTH OF A POWER POLE, 75.8 FT (23.1 M) NORTHWEST OF A CONCRETE R.O.W.
 AH2990'MARKER, 88.3 FT (26.9 M) NORTHWEST OF A WOOD FENCE POST ON THE
 AH2990'EAST-WEST FENCELINE, 3.5 FT (1.1 M) SOUTH OF THE EAST-WEST FENCE LINE,
 AH2990'AND 3.0 FT (0.9 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2990'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2990'WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2982 ***********************************************************************
 AH2982  DESIGNATION -  JOD35 1A
 AH2982  PID         -  AH2982
 AH2982  STATE/COUNTY-  IL/JO DAVIESS
 AH2982  USGS QUAD   -  KIELER (1972)
 AH2982
 AH2982                         *CURRENT SURVEY CONTROL
 AH2982  ___________________________________________________________________
 AH2982* NAD 83(1997)-  42 30 12.73606(N)    090 37 05.60398(W)     ADJUSTED  
 AH2982* NAVD 88     -       259.0    (meters)     850.     (feet)  GPS OBS   
 AH2982  ___________________________________________________________________
 AH2982  X           -     -50,815.296 (meters)                     COMP
 AH2982  Y           -  -4,709,283.684 (meters)                     COMP
 AH2982  Z           -   4,287,157.407 (meters)                     COMP
 AH2982  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AH2982  ELLIP HEIGHT-         226.37  (meters)          (12/06/04) GPS OBS
 AH2982  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AH2982
 AH2982  HORZ ORDER  -  FIRST
 AH2982  ELLP ORDER  -  FOURTH    CLASS I
 AH2982
 AH2982.The horizontal coordinates were established by GPS observations
 AH2982.and adjusted by the National Geodetic Survey in September 1998..
 AH2982
 AH2982.The orthometric height was determined by GPS observations and a
 AH2982.high-resolution geoid model.
 AH2982
 AH2982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2982
 AH2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2982
 AH2982.The ellipsoidal height was determined by GPS observations
 AH2982.and is referenced to NAD 83.
 AH2982
 AH2982.The geoid height was determined by GEOID03.
 AH2982
 AH2982;                    North         East     Units Scale Factor Converg.
 AH2982;SPC IL W     -   648,110.162   662,886.730   MT  0.99995812   -0 18 18.3
 AH2982;SPC IL W     - 2,126,341.42  2,174,820.88   sFT  0.99995812   -0 18 18.3
 AH2982;UTM  15      - 4,708,434.900   695,695.348   MT  1.00007120   +1 36 35.0
 AH2982
 AH2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2982!SPC IL W     -   0.99996450  x   0.99995812  =   0.99992262
 AH2982!UTM  15      -   0.99996450  x   1.00007120  =   1.00003570
 AH2982
 AH2982:                Primary Azimuth Mark                     Grid Az
 AH2982:SPC IL W     -  JOD35 1B                                 036 09 22.4
 AH2982:UTM  15      -  JOD35 1B                                 034 14 29.1
 AH2982
 AH2982|---------------------------------------------------------------------|
 AH2982| PID    Reference Object                     Distance      Geod. Az  |
 AH2982|                                                           dddmmss.s |
 AH2982| AH2981 JOD35 1B                            APPROX. 0.5 KM 0355104.1 |
 AH2982|---------------------------------------------------------------------|
 AH2982
 AH2982                          SUPERSEDED SURVEY CONTROL
 AH2982
 AH2982  ELLIP H (09/15/98)  226.40   (m)                       GP(       ) 3 1
 AH2982
 AH2982.Superseded values are not recommended for survey control.
 AH2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2982.See file dsdata.txt to determine how the superseded data were derived.
 AH2982
 AH2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9569508435(NAD 83)
 AH2982_MARKER: I = METAL ROD
 AH2982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2982_STAMPING: JOD35-1A
 AH2982_MARK LOGO: ILDT  
 AH2982_PROJECTION: RECESSED 3 CENTIMETERS
 AH2982_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2982+STABILITY: POSITION/ELEVATION WELL
 AH2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2982+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003
 AH2982_ROD/PIPE-DEPTH:  4.9 meters
 AH2982_SLEEVE-DEPTH  :  0.9 meters
 AH2982
 AH2982  HISTORY     - Date     Condition        Report By
 AH2982  HISTORY     - 1996     MONUMENTED       SECI
 AH2982  HISTORY     - 20030727 GOOD             USPSQD
 AH2982
 AH2982                          STATION DESCRIPTION
 AH2982
 AH2982'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2982'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) NORTHEAST OF EAST
 AH2982'DUBUQUE, 4.5 MI (7.2 KM) NORTHWEST OF MENOMINEE, AND APPROXIMATELY
 AH2982'0.56 MI (0.90 KM) SOUTH OF THE ILLINOIS/WISCONSIN STATE LINE IN THE
 AH2982'NORTHWEST 1/4 OF SECTION 21, T 29 N, R 2 W.  TO REACH FROM THE
 AH2982'JUNCTION OF ILLINOIS ROUTE 35 (WISCONSIN AVENUE) AND SINSINAWA AVENUE
 AH2982'NEAR THE OFF RAMP FOR U.S.  ROUTE 20 IN EAST DUBUQUE, PROCEED NORTH
 AH2982'ALONG ILLINOIS ROUTE 35 FOR APPROXIMATELY 1.5 MI (2.4 KM) TO THE
 AH2982'STATION LOCATED ON THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 35 JUST
 AH2982'NORTH OF THE OVERHEAD POWER LINES.  THE STATION IS ALSO 0.5 MI (0.8
 AH2982'KM) SOUTH OF COUNTY ROUTE 5.  THE STATION IS LOCATED 36.0 FT (11.0 M)
 AH2982'WEST OF THE CENTERLINE OF ILLINOIS ROUTE 35, 50 FT (15.2 M) SOUTHWEST
 AH2982'OF THE CENTER OF A COMERCIAL DRIVE TO THE SOUTH, 110 FT (33.5 M)
 AH2982'NORTHEAST OF THE CENTER OF A PRIVATE/COMERCIAL DRIVE TO THE SOUTH,
 AH2982'134.0 FT (40.8 M) NORTHEAST OF A POWER POLE, 74.2 FT (22.6 M) NORTH OF
 AH2982'A POWER POLE, 115.9 FT (35.3 M) NORTHEAST OF A 14-IN DIAMETER TREE,
 AH2982'84.9 FT (25.9 M) NORTH OF A 12-IN DIAMETER TREE, 117.0 FT (35.7 M)
 AH2982'NORTHWEST OF A POWER POLE, 65.0 FT (19.8 M) SOUTHWEST OF A POWER POLE,
 AH2982'71.5 FT (21.8 M) NORTHEAST OF A POWER POLE WITH 2 TRANSFORMERS, AND
 AH2982'1.4 FT (0.4 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2982'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2982'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2982
 AH2982                          STATION RECOVERY (2003)
 AH2982
 AH2982'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AH2982'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 71 FEET NORTHEAST
 AH2982'OF POWER POLE WITH 1 GUY WIRE AND 1 TRANSFORMER, 65 FEET SOUTHWEST OF
 AH2982'POWER POLE WITH 1 GUY WIRE AND THREE TRANSFORMERS, 50 FEET SOUTHWEST
 AH2982'OF THE EXTENDED CENTERLINE OF DRIVE TO -19TH HOLE BAR- AT -1625-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2981 ***********************************************************************
 AH2981  CBN         -  This is a Cooperative Base Network Control Station.
 AH2981  DESIGNATION -  JOD35 1B
 AH2981  PID         -  AH2981
 AH2981  STATE/COUNTY-  IL/JO DAVIESS
 AH2981  USGS QUAD   -  KIELER (1972)
 AH2981
 AH2981                         *CURRENT SURVEY CONTROL
 AH2981  ___________________________________________________________________
 AH2981* NAD 83(1997)-  42 30 26.07942(N)    090 36 52.57262(W)     ADJUSTED  
 AH2981* NAVD 88     -       268.9    (meters)     882.     (feet)  GPS OBS   
 AH2981  ___________________________________________________________________
 AH2981  X           -     -50,514.868 (meters)                     COMP
 AH2981  Y           -  -4,709,016.008 (meters)                     COMP
 AH2981  Z           -   4,287,467.646 (meters)                     COMP
 AH2981  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AH2981  ELLIP HEIGHT-         236.28  (meters)          (09/15/03) GPS OBS
 AH2981  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 AH2981
 AH2981  HORZ ORDER  -  A
 AH2981  ELLP ORDER  -  FOURTH    CLASS I
 AH2981
 AH2981.The horizontal coordinates were established by GPS observations
 AH2981.and adjusted by the National Geodetic Survey in September 2003..
 AH2981
 AH2981.The orthometric height was determined by GPS observations and a
 AH2981.high-resolution geoid model.
 AH2981
 AH2981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2981
 AH2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2981
 AH2981.The ellipsoidal height was determined by GPS observations
 AH2981.and is referenced to NAD 83.
 AH2981
 AH2981.The geoid height was determined by GEOID03.
 AH2981
 AH2981;                    North         East     Units Scale Factor Converg.
 AH2981;SPC IL W     -   648,520.290   663,186.417   MT  0.99995784   -0 18 09.6
 AH2981;SPC IL W     - 2,127,686.98  2,175,804.10   sFT  0.99995784   -0 18 09.6
 AH2981;UTM  15      - 4,708,854.860   695,981.196   MT  1.00007258   +1 36 44.2
 AH2981
 AH2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2981!SPC IL W     -   0.99996294  x   0.99995784  =   0.99992079
 AH2981!UTM  15      -   0.99996294  x   1.00007258  =   1.00003552
 AH2981
 AH2981:                Primary Azimuth Mark                     Grid Az
 AH2981:SPC IL W     -  JOD35 1A                                 216 09 22.5
 AH2981:UTM  15      -  JOD35 1A                                 214 14 28.7
 AH2981
 AH2981|---------------------------------------------------------------------|
 AH2981| PID    Reference Object                     Distance      Geod. Az  |
 AH2981|                                                           dddmmss.s |
 AH2981| AH2982 JOD35 1A                            APPROX. 0.5 KM 2155112.9 |
 AH2981|---------------------------------------------------------------------|
 AH2981
 AH2981                          SUPERSEDED SURVEY CONTROL
 AH2981
 AH2981  NAD 83(1997)-  42 30 26.07939(N)    090 36 52.57238(W) AD(       ) 1
 AH2981  ELLIP H (09/15/98)  236.29   (m)                       GP(       ) 3 1
 AH2981
 AH2981.Superseded values are not recommended for survey control.
 AH2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2981.See file dsdata.txt to determine how the superseded data were derived.
 AH2981
 AH2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXH9598108855(NAD 83)
 AH2981_MARKER: I = METAL ROD
 AH2981_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2981_STAMPING: JOD35-1B
 AH2981_MARK LOGO: ILDT  
 AH2981_PROJECTION: RECESSED 3 CENTIMETERS
 AH2981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2981+STABILITY: POSITION/ELEVATION WELL
 AH2981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2981+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2003
 AH2981_ROD/PIPE-DEPTH: 6.1  meters
 AH2981_SLEEVE-DEPTH  : 0.9 meters
 AH2981
 AH2981  HISTORY     - Date     Condition        Report By
 AH2981  HISTORY     - 1996     MONUMENTED       SECI
 AH2981  HISTORY     - 1996     GOOD             SECI
 AH2981  HISTORY     - 20030727 GOOD             USPSQD
 AH2981
 AH2981                          STATION DESCRIPTION
 AH2981
 AH2981'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2981'STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) NORTHEAST OF EAST
 AH2981'DUBUQUE, 4.5 MI (7.2 KM) NORTHWEST OF MENOMINEE, AND APPROXIMATELY
 AH2981'0.25 MI (0.40 KM) SOUTH OF THE ILLINOIS/WISCONSIN STATE LINE IN THE
 AH2981'SOUTHEAST 1/4 OF SECTION 16, T 29 N, R 2 W.  TO REACH FROM THE
 AH2981'JUNCTION OF ILLINOIS ROUTE 35 (WISCONSIN AVENUE) AND SINSINAWA AVENUE
 AH2981'NEAR THE OFF RAMP FOR U.S.  ROUTE 20 IN EAST DUBUQUE, PROCEED NORTH
 AH2981'ALONG ILLINOIS ROUTE 35 FOR APPROXIMATELY 1.8 MI (2.9 KM) TO THE
 AH2981'STATION LOCATED ON THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 35.  THE
 AH2981'STATION IS ALSO 0.18 MI (0.29 KM) SOUTH OF COUNTY ROUTE 5.  THE
 AH2981'STATION IS LOCATED 55.1 FT (16.8 M) NORTH OF THE CENTERLINE OF
 AH2981'ILLINOIS ROUTE 35, 21.5 FT (6.6 M) EAST OF THE CENTER OF A PRIVATE
 AH2981'DRIVE TO THE NORTH, 56.0 FT (17.1 M) EAST OF A POWER POLE WITH A GUY
 AH2981'WIRE AND A TRANSFORMER, 74.3 FT (22.6 M) WEST OF A POWER POLE, 164.4
 AH2981'FT (50.1 M) NORTHWEST OF A LEANING WOOD FENCE CORNER TO A FENCE THAT
 AH2981'RUNS SOUTH, 163.9 FT (50.0 M) NORTHWEST OF A POWER POLE, 102.6 FT
 AH2981'(31.3 M) NORTHEAST OF A POWER POLE, 4.0 FT (1.2 M) SOUTH OF A CONCRETE
 AH2981'R.O.W.  MARKER, AND 1.5 FT (0.5 M) SOUTH OF AN ORANGE FIBERGLASS
 AH2981'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH2981'CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2981
 AH2981                          STATION RECOVERY (1996)
 AH2981
 AH2981'RECOVERY NOTE BY SMITH ENG CONS INC 1996
 AH2981'RECOVERED AS DESCRIBED
 AH2981'
 AH2981
 AH2981                          STATION RECOVERY (2003)
 AH2981
 AH2981'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AH2981'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 3.6 FEET SOUTH OF
 AH2981'AN ADDRESS POST WITH ADDRESS OF -81- AND -99-.  NOTE-- THE CONCRETE
 AH2981'R.O.W. MARKER IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2979 ***********************************************************************
 AH2979  DESIGNATION -  JOD78 1A
 AH2979  PID         -  AH2979
 AH2979  STATE/COUNTY-  IL/JO DAVIESS
 AH2979  USGS QUAD   -  PLEASANT VALLEY (1985)
 AH2979
 AH2979                         *CURRENT SURVEY CONTROL
 AH2979  ___________________________________________________________________
 AH2979* NAD 83(1997)-  42 14 02.65153(N)    090 01 48.66268(W)     ADJUSTED  
 AH2979* NAVD 88     -       203.2    (meters)     667.     (feet)  GPS OBS   
 AH2979  ___________________________________________________________________
 AH2979  X           -      -2,491.654 (meters)                     COMP
 AH2979  Y           -  -4,729,687.800 (meters)                     COMP
 AH2979  Z           -   4,265,003.917 (meters)                     COMP
 AH2979  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AH2979  ELLIP HEIGHT-         170.08  (meters)          (12/06/04) GPS OBS
 AH2979  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AH2979
 AH2979  HORZ ORDER  -  FIRST
 AH2979  ELLP ORDER  -  FOURTH    CLASS I
 AH2979
 AH2979.The horizontal coordinates were established by GPS observations
 AH2979.and adjusted by the National Geodetic Survey in September 1998..
 AH2979
 AH2979.The orthometric height was determined by GPS observations and a
 AH2979.high-resolution geoid model.
 AH2979
 AH2979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2979
 AH2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2979
 AH2979.The ellipsoidal height was determined by GPS observations
 AH2979.and is referenced to NAD 83.
 AH2979
 AH2979.The geoid height was determined by GEOID03.
 AH2979
 AH2979;                    North         East     Units Scale Factor Converg.
 AH2979;SPC IL W     -   618,089.512   711,265.490   MT  0.99994274   +0 05 30.3
 AH2979;SPC IL W     - 2,027,848.67  2,333,543.53   sFT  0.99994274   +0 05 30.3
 AH2979;UTM  15      - 4,680,036.257   745,060.426   MT  1.00033899   +1 59 49.9
 AH2979;UTM  16      - 4,680,211.751   249,957.723   MT  1.00036935   -2 02 16.2
 AH2979
 AH2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2979!SPC IL W     -   0.99997333  x   0.99994274  =   0.99991607
 AH2979!UTM  15      -   0.99997333  x   1.00033899  =   1.00031231
 AH2979!UTM  16      -   0.99997333  x   1.00036935  =   1.00034267
 AH2979
 AH2979:                Primary Azimuth Mark                     Grid Az
 AH2979:SPC IL W     -  JOD78 1B                                 334 03 56.8
 AH2979:UTM  15      -  JOD78 1B                                 332 09 37.2
 AH2979:UTM  16      -  JOD78 1B                                 336 11 43.3
 AH2979
 AH2979|---------------------------------------------------------------------|
 AH2979| PID    Reference Object                     Distance      Geod. Az  |
 AH2979|                                                           dddmmss.s |
 AH2979| AH2978 JOD78 1B                            APPROX. 0.7 KM 3340927.1 |
 AH2979|---------------------------------------------------------------------|
 AH2979
 AH2979                          SUPERSEDED SURVEY CONTROL
 AH2979
 AH2979  ELLIP H (09/15/98)  170.15   (m)                       GP(       ) 3 1
 AH2979
 AH2979.Superseded values are not recommended for survey control.
 AH2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2979.See file dsdata.txt to determine how the superseded data were derived.
 AH2979
 AH2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4506080036(NAD 83)
 AH2979_MARKER: I = METAL ROD
 AH2979_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2979_STAMPING: JOD78-1A
 AH2979_MARK LOGO: ILDT  
 AH2979_PROJECTION: RECESSED 5 CENTIMETERS
 AH2979_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2979_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2979+STABILITY: POSITION/ELEVATION WELL
 AH2979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2979+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2979_ROD/PIPE-DEPTH:  2.4 meters
 AH2979_SLEEVE-DEPTH  :  0.9 meters
 AH2979
 AH2979  HISTORY     - Date     Condition        Report By
 AH2979  HISTORY     - 1996     MONUMENTED       SECI
 AH2979
 AH2979                          STATION DESCRIPTION
 AH2979
 AH2979'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2979'STATION IS LOCATED APPROXIMATELY 8.0 MI (12.9 KM) SOUTH OF STOCKTON IN
 AH2979'THE NORTHWEST 1/4 OF SECTION 22, T 26 N, R 4 E.  TO REACH FROM THE
 AH2979'JUNCTION OF ILLINOIS ROUTE 78 AND U.S.  ROUTE 20, PROCEED SOUTH ALONG
 AH2979'ILLINOIS ROUTE 78 FOR APPROXIMATELY 9.1 MI (14.6 KM) TO THE STATION
 AH2979'LOCATED ON THE LEFT (EAST) SIDE OF ILLINOIS ROUTE 78, 392 FT (119.5 M)
 AH2979'NORTH OF A FIELD ENTRANCE TO THE EAST AND NEAR JO DAVIES COUNTY MILE
 AH2979'MARKER 3.00.  THE STATION IS LOCATED 37.3 FT (11.4 M) EAST OF THE
 AH2979'CENTERLINE OF ILLINOIS ROUTE 78, 392 FT (119.5 M) NORTH OF THE CENTER
 AH2979'OF A FIELD ENTRANCE TO THE EAST, 138.0 FT (42.1 M) NORTHEAST OF A
 AH2979'POWER POLE, 92.3 FT (28.1 M) SOUTHEAST OF A POWER POLE, 9.8 FT (3.0 M)
 AH2979'EAST OF THE JO DAVIES COUNTY MILE MARKER 3.00 SIGN, AND 1.4 FT (0.4 M)
 AH2979'WEST OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM
 AH2979'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2979'PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2978 ***********************************************************************
 AH2978  DESIGNATION -  JOD78 1B
 AH2978  PID         -  AH2978
 AH2978  STATE/COUNTY-  IL/JO DAVIESS
 AH2978  USGS QUAD   -  PLEASANT VALLEY (1985)
 AH2978
 AH2978                         *CURRENT SURVEY CONTROL
 AH2978  ___________________________________________________________________
 AH2978* NAD 83(1997)-  42 14 23.93227(N)    090 02 02.53362(W)     ADJUSTED  
 AH2978* NAVD 88     -       205.1    (meters)     673.     (feet)  GPS OBS   
 AH2978  ___________________________________________________________________
 AH2978  X           -      -2,809.456 (meters)                     COMP
 AH2978  Y           -  -4,729,247.647 (meters)                     COMP
 AH2978  Z           -   4,265,491.354 (meters)                     COMP
 AH2978  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AH2978  ELLIP HEIGHT-         171.99  (meters)          (12/06/04) GPS OBS
 AH2978  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AH2978
 AH2978  HORZ ORDER  -  FIRST
 AH2978  ELLP ORDER  -  FOURTH    CLASS I
 AH2978
 AH2978.The horizontal coordinates were established by GPS observations
 AH2978.and adjusted by the National Geodetic Survey in September 1998..
 AH2978
 AH2978.The orthometric height was determined by GPS observations and a
 AH2978.high-resolution geoid model.
 AH2978
 AH2978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2978
 AH2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2978
 AH2978.The ellipsoidal height was determined by GPS observations
 AH2978.and is referenced to NAD 83.
 AH2978
 AH2978.The geoid height was determined by GEOID03.
 AH2978
 AH2978;                    North         East     Units Scale Factor Converg.
 AH2978;SPC IL W     -   618,745.588   710,946.432   MT  0.99994265   +0 05 21.0
 AH2978;SPC IL W     - 2,030,001.15  2,332,496.75   sFT  0.99994265   +0 05 21.0
 AH2978;UTM  15      - 4,680,681.616   744,719.595   MT  1.00033694   +1 59 41.3
 AH2978;UTM  16      - 4,680,879.516   249,663.140   MT  1.00037116   -2 02 26.3
 AH2978
 AH2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2978!SPC IL W     -   0.99997303  x   0.99994265  =   0.99991568
 AH2978!UTM  15      -   0.99997303  x   1.00033694  =   1.00030996
 AH2978!UTM  16      -   0.99997303  x   1.00037116  =   1.00034418
 AH2978
 AH2978:                Primary Azimuth Mark                     Grid Az
 AH2978:SPC IL W     -  JOD78 1A                                 154 03 56.8
 AH2978:UTM  15      -  JOD78 1A                                 152 09 36.5
 AH2978:UTM  16      -  JOD78 1A                                 156 11 44.1
 AH2978
 AH2978|---------------------------------------------------------------------|
 AH2978| PID    Reference Object                     Distance      Geod. Az  |
 AH2978|                                                           dddmmss.s |
 AH2978| AH2979 JOD78 1A                            APPROX. 0.7 KM 1540917.8 |
 AH2978|---------------------------------------------------------------------|
 AH2978
 AH2978                          SUPERSEDED SURVEY CONTROL
 AH2978
 AH2978  ELLIP H (09/15/98)  172.06   (m)                       GP(       ) 3 1
 AH2978
 AH2978.Superseded values are not recommended for survey control.
 AH2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2978.See file dsdata.txt to determine how the superseded data were derived.
 AH2978
 AH2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4472080682(NAD 83)
 AH2978_MARKER: I = METAL ROD
 AH2978_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2978_STAMPING: JOD78-1B
 AH2978_MARK LOGO: ILDT  
 AH2978_PROJECTION: FLUSH
 AH2978_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2978+STABILITY: POSITION/ELEVATION WELL
 AH2978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2978+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2978_ROD/PIPE-DEPTH:  6.2 meters
 AH2978_SLEEVE-DEPTH  :  0.9 meters
 AH2978
 AH2978  HISTORY     - Date     Condition        Report By
 AH2978  HISTORY     - 1996     MONUMENTED       SECI
 AH2978
 AH2978                          STATION DESCRIPTION
 AH2978
 AH2978'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2978'STATION IS LOCATED APPROXIMATELY 7.7 MI (12.4 KM) SOUTH OF STOCKTON IN
 AH2978'THE NORTHWEST 1/4 OF SECTION 22, T 26 N, R 4 E.  TO REACH FROM THE
 AH2978'JUNCTION OF ILLINOIS ROUTE 78 AND U.S.  ROUTE 20, PROCEED SOUTH ALONG
 AH2978'ILLINOIS ROUTE 78 FOR APPROXIMATELY 8.7 MI (14.0 KM) TO THE STATION
 AH2978'LOCATED THE SOUTHEAST CORNER OF THE TEE INTERSECTION OF ILLINOIS ROUTE
 AH2978'78 AND EAST WILLOW ROAD NEAR MILE MARKER 3.45.  THE STATION IS LOCATED
 AH2978'41.5 FT (12.6 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 78, 35.7 FT
 AH2978'(10.9 M) SOUTH OF THE CENTERLINE OF EAST WILLOW ROAD, 52.2 FT (15.9 M)
 AH2978'SOUTHWEST OF A FENCE CORNER TO FENCE THAT RUNS WEST, 108.4 FT (33.0 M)
 AH2978'NORTHEAST OF A POWER POLE, 130.3 FT (39.7 M) SOUTHEAST OF A POWER
 AH2978'POLE, 106 FT (32.3 M) SOUTH OF A CONCRETE BOX CULVERT UNDER ILLINOIS
 AH2978'ROUTE 78 JUST NORTH OF THE INTERSECTION, 118.8 FT (36.2 M) SOUTH OF A
 AH2978'JO DAVIES MILE MARKER 3.47 SIGN, 20.5 FT (6.2 M) SOUTHEAST OF A STREET
 AH2978'SIGN, AND 1.7 FT (0.5 M) WEST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2978'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2978'WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9285 ***********************************************************************
 AF9285  CBN         -  This is a Cooperative Base Network Control Station.
 AF9285  DESIGNATION -  JOD78 2A
 AF9285  PID         -  AF9285
 AF9285  STATE/COUNTY-  IL/JO DAVIESS
 AF9285  USGS QUAD   -  APPLE RIVER (1962)
 AF9285
 AF9285                         *CURRENT SURVEY CONTROL
 AF9285  ___________________________________________________________________
 AF9285* NAD 83(1997)-  42 30 10.43878(N)    090 00 22.64798(W)     ADJUSTED  
 AF9285* NAVD 88     -       310.1    (meters)    1017.     (feet)  GPS OBS   
 AF9285  ___________________________________________________________________
 AF9285  X           -       -,517.121 (meters)                     COMP
 AF9285  Y           -  -4,709,642.830 (meters)                     COMP
 AF9285  Z           -   4,287,139.170 (meters)                     COMP
 AF9285  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AF9285  ELLIP HEIGHT-         276.73  (meters)          (10/15/04) GPS OBS
 AF9285  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AF9285
 AF9285  HORZ ORDER  -  B
 AF9285  ELLP ORDER  -  FOURTH    CLASS II
 AF9285
 AF9285.The horizontal coordinates were established by GPS observations
 AF9285.and adjusted by the National Geodetic Survey in July 1998..
 AF9285
 AF9285.The orthometric height was determined by GPS observations and a
 AF9285.high-resolution geoid model.
 AF9285
 AF9285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9285
 AF9285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9285
 AF9285.The ellipsoidal height was determined by GPS observations
 AF9285.and is referenced to NAD 83.
 AF9285
 AF9285.The geoid height was determined by GEOID03.
 AF9285
 AF9285;                    North         East     Units Scale Factor Converg.
 AF9285;SPC IL W     -   647,952.933   713,181.330   MT  0.99994331   +0 06 30.1
 AF9285;SPC IL W     - 2,125,825.58  2,339,829.08   sFT  0.99994331   +0 06 30.1
 AF9285;UTM  15      - 4,709,958.874   745,980.038   MT  1.00034450   +2 01 25.1
 AF9285;UTM  16      - 4,709,995.483   252,986.053   MT  1.00035077   -2 01 55.8
 AF9285
 AF9285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9285!SPC IL W     -   0.99995660  x   0.99994331  =   0.99989991
 AF9285!UTM  15      -   0.99995660  x   1.00034450  =   1.00030109
 AF9285!UTM  16      -   0.99995660  x   1.00035077  =   1.00030736
 AF9285
 AF9285:                Primary Azimuth Mark                     Grid Az
 AF9285:SPC IL W     -  JOD78 2B                                 294 20 37.1
 AF9285:UTM  15      -  JOD78 2B                                 292 25 42.1
 AF9285:UTM  16      -  JOD78 2B                                 296 29 03.0
 AF9285
 AF9285|---------------------------------------------------------------------|
 AF9285| PID    Reference Object                     Distance      Geod. Az  |
 AF9285|                                                           dddmmss.s |
 AF9285| AH2980 JOD78 2B                            APPROX. 1.2 KM 2942707.2 |
 AF9285|---------------------------------------------------------------------|
 AF9285
 AF9285                          SUPERSEDED SURVEY CONTROL
 AF9285
 AF9285  ELLIP H (07/17/98)  276.81   (m)                       GP(       ) 4 1
 AF9285
 AF9285.Superseded values are not recommended for survey control.
 AF9285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9285.See file dsdata.txt to determine how the superseded data were derived.
 AF9285
 AF9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4598009959(NAD 83)
 AF9285_MARKER: I = METAL ROD
 AF9285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9285_STAMPING: JOD78-2A
 AF9285_MARK LOGO: ILDT  
 AF9285_PROJECTION: RECESSED 3 CENTIMETERS
 AF9285_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF9285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9285+STABILITY: POSITION/ELEVATION WELL
 AF9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9285+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AF9285_ROD/PIPE-DEPTH:  3.7 meters
 AF9285_SLEEVE-DEPTH  :  0.9 meters
 AF9285
 AF9285  HISTORY     - Date     Condition        Report By
 AF9285  HISTORY     - 1996     MONUMENTED       SECI
 AF9285  HISTORY     - 19970508 GOOD             NGS
 AF9285
 AF9285                          STATION DESCRIPTION
 AF9285
 AF9285'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AF9285'STATION IS LOCATED APPROXIMATELY 1.2 MI (1.9 KM) NORTHWEST OF WAREEN,
 AF9285'4.6 MI (7.4 KM) EAST OF APPLE RIVER, .2 MI (0.3 KM) SOUTH OF THE
 AF9285'WISCONSIN STATE LINE IN THE SOUTH 1/2 OF SECTION 14, T 29 N, R 4 E. TO
 AF9285'REACH FROM THE JUNCTION OF ILLINOIS ROUTE 78 (FIRST STREET) AND
 AF9285'CLINTON STREET IN THE NORTHWEST CORNER OF WARREN, PROCEED NORTH ALONG
 AF9285'ILLINOIS ROUTE 78 FOR APPROXIMATELY 0.4 MI (0.6 KM) TO THE STATION
 AF9285'LOCATED ON THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 78.  THE STATION IS
 AF9285'LOCATED 57.9 FT (17.6 M) NORTHEAST OF THE CENTERLINE OF ILLINOIS ROUTE
 AF9285'78, 335 FT (102.1 M) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE TO
 AF9285'THE EAST, 142.2 FT (43.3 M) NORTHWEST OF A POWER POLE, 32.2 FT (9.8 M)
 AF9285'SOUTHEAST OF A POWER POLE, 93.8 FT (28.6 M) SOUTHEAST OF A CONCRETE
 AF9285'R.O.W.  MARKER, 106.7 FT (32.5 M) EAST OF A CONCRETE R.O.W.  MARKER,
 AF9285'126.3 FT (38.5 M) EAST OF A CONCRETE R.O.W.  MARKER, 144.4 SOUTHEAST
 AF9285'OF A 30-IN DIAMETER TREE (SOUTH TREE OF A TREE LINE) , 1.25 FT (0.38
 AF9285'M) SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO
 AF9285'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AF9285'WOOD PHYSICAL TIES.
 AF9285
 AF9285                          STATION RECOVERY (1997)
 AF9285
 AF9285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AF9285'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHWEST OF WARREN.  TO
 AF9285'REACH FROM THE INTERSECTION OF STATE ROUTE 78 AND CLINTON STREET IN
 AF9285'THE NORTHWEST CORNER OF WARREN, GO NORTHWEST ON ROUTE 78 FOR 0.5 MI
 AF9285'(0.8 KM) TO THE STATION ON THE RIGHT, 17.6 M (57.7 FT) NORTHEAST OF
 AF9285'THE CENTER OF THE HIGHWAY, 102 M (334.6 FT) SOUTHEAST OF THE CENTER OF
 AF9285'A FIELD ENTRANCE TO THE EAST, 43.3 M (142.1 FT) NORTHWEST OF A POWER
 AF9285'POLE, 9.8 M (32.2 FT) SOUTHEAST OF A POWER POLE, 28.6 M (93.8 FT)
 AF9285'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, 32.5 M (106.6 FT) EAST OF
 AF9285'A CONCRETE RIGHT-OF-WAY MARKER, AND 0.4 M (1.3 FT) SOUTHWEST OF A
 AF9285'FIBERGLASS WITNESS POST.  NOTE--ACCESS TO THE STATION POINT IS THROUGH
 AF9285'A 6-INCH ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2980 ***********************************************************************
 AH2980  DESIGNATION -  JOD78 2B
 AH2980  PID         -  AH2980
 AH2980  STATE/COUNTY-  IL/JO DAVIESS
 AH2980  USGS QUAD   -  APPLE RIVER (1962)
 AH2980
 AH2980                         *CURRENT SURVEY CONTROL
 AH2980  ___________________________________________________________________
 AH2980* NAD 83(1997)-  42 30 26.59501(N)    090 01 10.67754(W)     ADJUSTED  
 AH2980* NAVD 88     -       300.8    (meters)     987.     (feet)  GPS OBS   
 AH2980  ___________________________________________________________________
 AH2980  X           -      -1,613.662 (meters)                     COMP
 AH2980  Y           -  -4,709,298.888 (meters)                     COMP
 AH2980  Z           -   4,287,500.429 (meters)                     COMP
 AH2980  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 AH2980  ELLIP HEIGHT-         267.44  (meters)          (12/06/04) GPS OBS
 AH2980  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AH2980
 AH2980  HORZ ORDER  -  FIRST
 AH2980  ELLP ORDER  -  FOURTH    CLASS I
 AH2980
 AH2980.The horizontal coordinates were established by GPS observations
 AH2980.and adjusted by the National Geodetic Survey in September 1998..
 AH2980
 AH2980.The orthometric height was determined by GPS observations and a
 AH2980.high-resolution geoid model.
 AH2980
 AH2980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2980
 AH2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2980
 AH2980.The ellipsoidal height was determined by GPS observations
 AH2980.and is referenced to NAD 83.
 AH2980
 AH2980.The geoid height was determined by GEOID03.
 AH2980
 AH2980;                    North         East     Units Scale Factor Converg.
 AH2980;SPC IL W     -   648,449.440   712,083.918   MT  0.99994297   +0 05 57.7
 AH2980;SPC IL W     - 2,127,454.54  2,336,228.65   sFT  0.99994297   +0 05 57.7
 AH2980;UTM  15      - 4,710,418.607   744,866.202   MT  1.00033777   +2 00 53.2
 AH2980;UTM  16      - 4,710,532.854   251,907.510   MT  1.00035734   -2 02 28.9
 AH2980
 AH2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2980!SPC IL W     -   0.99995806  x   0.99994297  =   0.99990103
 AH2980!UTM  15      -   0.99995806  x   1.00033777  =   1.00029581
 AH2980!UTM  16      -   0.99995806  x   1.00035734  =   1.00031538
 AH2980
 AH2980:                Primary Azimuth Mark                     Grid Az
 AH2980:SPC IL W     -  JOD78 2A                                 114 20 37.0
 AH2980:UTM  15      -  JOD78 2A                                 112 25 41.5
 AH2980:UTM  16      -  JOD78 2A                                 116 29 03.6
 AH2980
 AH2980|---------------------------------------------------------------------|
 AH2980| PID    Reference Object                     Distance      Geod. Az  |
 AH2980|                                                           dddmmss.s |
 AH2980| AF9285 JOD78 2A                            APPROX. 1.2 KM 1142634.7 |
 AH2980|---------------------------------------------------------------------|
 AH2980
 AH2980                          SUPERSEDED SURVEY CONTROL
 AH2980
 AH2980  ELLIP H (09/15/98)  267.52   (m)                       GP(       ) 3 1
 AH2980
 AH2980.Superseded values are not recommended for survey control.
 AH2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2980.See file dsdata.txt to determine how the superseded data were derived.
 AH2980
 AH2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH4486610419(NAD 83)
 AH2980_MARKER: I = METAL ROD
 AH2980_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2980_STAMPING: JOD78-2B
 AH2980_MARK LOGO: ILDT  
 AH2980_PROJECTION: RECESSED 3 CENTIMETERS
 AH2980_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2980+STABILITY: POSITION/ELEVATION WELL
 AH2980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2980+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2980_ROD/PIPE-DEPTH:  3.7 meters
 AH2980_SLEEVE-DEPTH  :  0.9 meters
 AH2980
 AH2980  HISTORY     - Date     Condition        Report By
 AH2980  HISTORY     - 1996     MONUMENTED       SECI
 AH2980
 AH2980                          STATION DESCRIPTION
 AH2980
 AH2980'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2980'STATION IS LOCATED APPROXIMATELY 4.3 MI (6.9 KM) EAST OF APPLE RIVER,
 AH2980'2.1 MI (3.4 KM) NORTHWEST OF WARREN NEAR THE WISCONSIN STATE LINE IN
 AH2980'THE SOUTH 1/2 OF SECTION 14, T 29 N, R 4 E.  TO REACH FROM THE
 AH2980'JUNCTION OF ILLINOIS ROUTE 78 (FIRST STREET) AND CLINTON STREET IN THE
 AH2980'NORTHWEST CORNER OF WARREN, PROCEED NORTH ALONG ILLINOIS ROUTE 78 FOR
 AH2980'APPROXIMATELY 1.2 MI (1.9 KM) TO THE STATION LOCATED ON THE LEFT
 AH2980'(WEST) SIDE OF ILLINOIS ROUTE 78.  THE STATION IS LOCATED 52.3 FT
 AH2980'(15.9 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 78, 483 FT (147.2 M)
 AH2980'NORTH OF THE CENTER OF THE RAILROAD TRACKS, 212 FT (64.6 M) SOUTH OF
 AH2980'THE CENTER OF A FIELD ENTRANCE TO THE WEST, 204.4 FT (62.3 M)
 AH2980'SOUTHWEST OF A POWER POLE, 112.4 FT (34.3 M) WEST OF A WOODEN FENCE
 AH2980'CORNER TO A FENCE THAT RUNS NORTHEAST AND SOUTH, 125.5 FT (38.3 M)
 AH2980'NORTHWEST OF A POWER POLE WITH A GUY WIRE, 167.97 FT (51.20 M)
 AH2980'NORTHWEST OF THE NORTH MOST WOOD POST OF A GUARDRAIL WEST OF ILLINOIS
 AH2980'ROUTE 78, 2.7 FT (0.8 M) EAST OF A CONCRETE R.O.W. MARKER, AND 2.0 FT
 AH2980'(0.6 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO
 AH2980'DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2980'WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2983 ***********************************************************************
 AH2983  DESIGNATION -  JOD84 1A
 AH2983  PID         -  AH2983
 AH2983  STATE/COUNTY-  IL/JO DAVIESS
 AH2983  USGS QUAD   -  GREEN ISLAND (1975)
 AH2983
 AH2983                         *CURRENT SURVEY CONTROL
 AH2983  ___________________________________________________________________
 AH2983* NAD 83(1997)-  42 14 28.19273(N)    090 15 53.98030(W)     ADJUSTED  
 AH2983* NAVD 88     -       193.0    (meters)     633.     (feet)  GPS OBS   
 AH2983  ___________________________________________________________________
 AH2983  X           -     -21,872.374 (meters)                     COMP
 AH2983  Y           -  -4,729,100.666 (meters)                     COMP
 AH2983  Z           -   4,265,580.631 (meters)                     COMP
 AH2983  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AH2983  ELLIP HEIGHT-         160.02  (meters)          (12/06/04) GPS OBS
 AH2983  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AH2983
 AH2983  HORZ ORDER  -  FIRST
 AH2983  ELLP ORDER  -  FOURTH    CLASS I
 AH2983
 AH2983.The horizontal coordinates were established by GPS observations
 AH2983.and adjusted by the National Geodetic Survey in September 1998..
 AH2983
 AH2983.The orthometric height was determined by GPS observations and a
 AH2983.high-resolution geoid model.
 AH2983
 AH2983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2983
 AH2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2983
 AH2983.The ellipsoidal height was determined by GPS observations
 AH2983.and is referenced to NAD 83.
 AH2983
 AH2983.The geoid height was determined by GEOID03.
 AH2983
 AH2983;                    North         East     Units Scale Factor Converg.
 AH2983;SPC IL W     -   618,873.201   691,884.771   MT  0.99994199   -0 03 58.0
 AH2983;SPC IL W     - 2,030,419.83  2,269,958.62   sFT  0.99994199   -0 03 58.0
 AH2983;UTM  15      - 4,680,175.141   725,657.763   MT  1.00022659   +1 50 21.8
 AH2983
 AH2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2983!SPC IL W     -   0.99997490  x   0.99994199  =   0.99991689
 AH2983!UTM  15      -   0.99997490  x   1.00022659  =   1.00020149
 AH2983
 AH2983:                Primary Azimuth Mark                     Grid Az
 AH2983:SPC IL W     -  JOD84 1B                                 329 27 29.4
 AH2983:UTM  15      -  JOD84 1B                                 327 33 09.6
 AH2983
 AH2983|---------------------------------------------------------------------|
 AH2983| PID    Reference Object                     Distance      Geod. Az  |
 AH2983|                                                           dddmmss.s |
 AH2983| AF9286 JOD84 1B                            APPROX. 0.8 KM 3292331.4 |
 AH2983|---------------------------------------------------------------------|
 AH2983
 AH2983                          SUPERSEDED SURVEY CONTROL
 AH2983
 AH2983  ELLIP H (09/15/98)  160.09   (m)                       GP(       ) 3 1
 AH2983
 AH2983.Superseded values are not recommended for survey control.
 AH2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2983.See file dsdata.txt to determine how the superseded data were derived.
 AH2983
 AH2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2565880175(NAD 83)
 AH2983_MARKER: I = METAL ROD
 AH2983_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2983_STAMPING: JOD84-1A
 AH2983_MARK LOGO: ILDT  
 AH2983_PROJECTION: RECESSED 3 CENTIMETERS
 AH2983_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2983+STABILITY: POSITION/ELEVATION WELL
 AH2983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2983+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2983_ROD/PIPE-DEPTH:  4.9 meters
 AH2983_SLEEVE-DEPTH  :  0.9 meters
 AH2983
 AH2983  HISTORY     - Date     Condition        Report By
 AH2983  HISTORY     - 1996     MONUMENTED       SECI
 AH2983
 AH2983                          STATION DESCRIPTION
 AH2983
 AH2983'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2983'STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) SOUTHEAST OF HANOVER,
 AH2983'5.8 MI (9.3 KM) SOUTHWEST OF ELIZABETH IN THE SOUTHEAST 1/4 OF SECTION
 AH2983'15, T 26 N, R 2 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 84
 AH2983'AND U.S.  ROUTE 20, PROCEED SOUTH ALONG ILLINOIS ROUTE 84 FOR
 AH2983'APPROXIMATELY 6.5 MI (10.5 KM) TO THE STATION LOCATED ON THE LEFT
 AH2983'(EAST) SIDE OF ILLINOIS ROUTE 84, 0.2 MI (0.3 KM) NORTH OF WEST STORY
 AH2983'BOOK ROAD AND JUST SOUTH OF HANOVER.  THE STATION IS LOCATED 35.5 FT
 AH2983'(10.8 M) EAST OF THE CENTERLINE OF ILLINOIS ROUTE 84, 172.04 FT (52.44
 AH2983'M) SOUTHEAST OF THE SOUTHERN MOST BOLT ON A GRATE AT THE WEST END OF A
 AH2983'CONCRETE CULVERT UNDER ILLINOIS ROUTE 84, 163.48 FT (49.83 M)
 AH2983'SOUTHEAST OF THE SOUTHERN MOST BOLT ON A GRATE AT THE EAST END OF A
 AH2983'CONCRETE CULVERT UNDER ILLINOIS ROUTE 84, 76.9 FT (23.4 M) NORTH OF A
 AH2983'WOODEN FENCE POST ON THE NORTH-SOUTH FENCE LINE, 4.5 FT (1.4 M) WEST
 AH2983'OF THE NORTH-SOUTH FENCE LINE, 1.3 FT (0.4 M) WEST OF AN ORANGE
 AH2983'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2983'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9286 ***********************************************************************
 AF9286  CBN         -  This is a Cooperative Base Network Control Station.
 AF9286  DESIGNATION -  JOD84 1B
 AF9286  PID         -  AF9286
 AF9286  STATE/COUNTY-  IL/JO DAVIESS
 AF9286  USGS QUAD   -  GREEN ISLAND (1975)
 AF9286
 AF9286                         *CURRENT SURVEY CONTROL
 AF9286  ___________________________________________________________________
 AF9286* NAD 83(1997)-  42 14 51.66573(N)    090 16 12.67064(W)     ADJUSTED  
 AF9286* NAVD 88     -       197.4    (meters)     648.     (feet)  GPS OBS   
 AF9286  ___________________________________________________________________
 AF9286  X           -     -22,298.613 (meters)                     COMP
 AF9286  Y           -  -4,728,614.992 (meters)                     COMP
 AF9286  Z           -   4,266,119.753 (meters)                     COMP
 AF9286  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AF9286  ELLIP HEIGHT-         164.41  (meters)          (10/15/04) GPS OBS
 AF9286  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AF9286
 AF9286  HORZ ORDER  -  B
 AF9286  ELLP ORDER  -  FOURTH    CLASS II
 AF9286
 AF9286.The horizontal coordinates were established by GPS observations
 AF9286.and adjusted by the National Geodetic Survey in July 1998..
 AF9286
 AF9286.The orthometric height was determined by GPS observations and a
 AF9286.high-resolution geoid model.
 AF9286
 AF9286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9286
 AF9286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9286
 AF9286.The ellipsoidal height was determined by GPS observations
 AF9286.and is referenced to NAD 83.
 AF9286
 AF9286.The geoid height was determined by GEOID03.
 AF9286
 AF9286;                    North         East     Units Scale Factor Converg.
 AF9286;SPC IL W     -   619,597.926   691,457.163   MT  0.99994207   -0 04 10.6
 AF9286;SPC IL W     - 2,032,797.53  2,268,555.71   sFT  0.99994207   -0 04 10.6
 AF9286;UTM  15      - 4,680,885.446   725,206.164   MT  1.00022409   +1 50 10.0
 AF9286
 AF9286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9286!SPC IL W     -   0.99997422  x   0.99994207  =   0.99991629
 AF9286!UTM  15      -   0.99997422  x   1.00022409  =   1.00019830
 AF9286
 AF9286:                Primary Azimuth Mark                     Grid Az
 AF9286:SPC IL W     -  JOD84 1A                                 149 27 29.4
 AF9286:UTM  15      -  JOD84 1A                                 147 33 08.8
 AF9286
 AF9286|---------------------------------------------------------------------|
 AF9286| PID    Reference Object                     Distance      Geod. Az  |
 AF9286|                                                           dddmmss.s |
 AF9286| AH2983 JOD84 1A                            APPROX. 0.8 KM 1492318.8 |
 AF9286|---------------------------------------------------------------------|
 AF9286
 AF9286                          SUPERSEDED SURVEY CONTROL
 AF9286
 AF9286  ELLIP H (07/17/98)  164.48   (m)                       GP(       ) 4 1
 AF9286
 AF9286.Superseded values are not recommended for survey control.
 AF9286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9286.See file dsdata.txt to determine how the superseded data were derived.
 AF9286
 AF9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG2520680885(NAD 83)
 AF9286_MARKER: I = METAL ROD
 AF9286_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9286_STAMPING: JOD84-1B
 AF9286_MARK LOGO: ILDT  
 AF9286_PROJECTION: RECESSED 5 CENTIMETERS
 AF9286_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF9286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9286+STABILITY: POSITION/ELEVATION WELL
 AF9286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9286+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AF9286_ROD/PIPE-DEPTH:  4.9 meters
 AF9286_SLEEVE-DEPTH  :  0.9 meters
 AF9286
 AF9286  HISTORY     - Date     Condition        Report By
 AF9286  HISTORY     - 1996     MONUMENTED       SECI
 AF9286  HISTORY     - 19970508 GOOD             NGS
 AF9286
 AF9286                          STATION DESCRIPTION
 AF9286
 AF9286'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AF9286'STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) SOUTHEAST OF HANOVER,
 AF9286'5.6 MI (9.0 KM) SOUTHWEST OF ELIZABETH IN THE NORTHWEST 1/4 OF SECTION
 AF9286'15, T 26 N, R 2 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 84
 AF9286'AND U.S.  ROUTE 20, PROCEED SOUTH ALONG ILLINOIS ROUTE 84 FOR
 AF9286'APPROXIMATELY 6.0 MI (9.7 KM) TO THE STATION LOCATED ON THE RIGHT
 AF9286'(WEST) SIDE OF ILLINOIS ROUTE 84, 0.8 MI (1.3 KM) NORTH OF WEST STORY
 AF9286'BOOK ROAD AND JUST SOUTH OF HANOVER.  THE STATION IS LOCATED 33.2 FT
 AF9286'(10.1 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 84, 232.4 FT (70.8
 AF9286'M) SOUTHWEST OF A POWER POLE, 147.9 FT (45.1 M) NORTHWEST OF A POWER
 AF9286'POLE, 285.5 FT (87.0 M) NORTH OF A WOOD FENCE CORNER TO A FENCE THAT
 AF9286'RUNS SOUTH, AND 1.5 FT (0.5 M) EAST OF AN ORANGE FIBERGLASS WITNESS
 AF9286'POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK
 AF9286'NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AF9286
 AF9286                          STATION RECOVERY (1997)
 AF9286
 AF9286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AF9286'STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF ELIZABETH AND
 AF9286'1.0 MI (1.6 KM) SOUTHEAST OF HANOVER.  TO REACH FROM THE JUNCTION OF
 AF9286'U.S. HIGHWAY 20 AND STATE ROUTE 84, ABOUT 2.6 MI (4.2 KM) WEST OF
 AF9286'ELIZABETH, GO SOUTH ON ROUTE 84 FOR 6.0 MI (9.7 KM) (THROUGH HANOVER)
 AF9286'TO THE STATION ON THE RIGHT, ABOUT 0.8 MI (1.3 KM) NORTH OF WEST STORY
 AF9286'BOOK ROAD.  IT IS 10.1 M (33.1 FT) WEST OF THE CENTER OF THE HIGHWAY,
 AF9286'70.8 M (232.3 FT) SOUTHWEST OF A POWER POLE, 45.1 M (148.0 FT)
 AF9286'NORTHWEST OF A POWER POLE, 87.0 M (285.4 FT) NORTH OF A WOOD FENCE
 AF9286'CORNER POST TO A FENCE RUNNING SOUTH, AND 0.5 M (1.6 FT) EAST OF A
 AF9286'FIBERGLASS WITNESS POST.  NOTE--ACCESS TO THE STATION POINT IS THROUGH
 AF9286'A 6-INCH ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2991 ***********************************************************************
 AH2991  DESIGNATION -  JODCHARLE A
 AH2991  PID         -  AH2991
 AH2991  STATE/COUNTY-  IL/JO DAVIESS
 AH2991  USGS QUAD   -  SCALES MOUND EAST (1975)
 AH2991
 AH2991                         *CURRENT SURVEY CONTROL
 AH2991  ___________________________________________________________________
 AH2991* NAD 83(1997)-  42 29 59.52416(N)    090 13 23.97093(W)     ADJUSTED  
 AH2991* NAVD 88     -       351.7    (meters)    1154.     (feet)  GPS OBS   
 AH2991  ___________________________________________________________________
 AH2991  X           -     -18,358.023 (meters)                     COMP
 AH2991  Y           -  -4,709,865.518 (meters)                     COMP
 AH2991  Z           -   4,286,919.168 (meters)                     COMP
 AH2991  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AH2991  ELLIP HEIGHT-         318.63  (meters)          (12/06/04) GPS OBS
 AH2991  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AH2991
 AH2991  HORZ ORDER  -  FIRST
 AH2991  ELLP ORDER  -  FOURTH    CLASS I
 AH2991
 AH2991.The horizontal coordinates were established by GPS observations
 AH2991.and adjusted by the National Geodetic Survey in September 1998..
 AH2991
 AH2991.The orthometric height was determined by GPS observations and a
 AH2991.high-resolution geoid model.
 AH2991
 AH2991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2991
 AH2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2991
 AH2991.The ellipsoidal height was determined by GPS observations
 AH2991.and is referenced to NAD 83.
 AH2991
 AH2991.The geoid height was determined by GEOID03.
 AH2991
 AH2991;                    North         East     Units Scale Factor Converg.
 AH2991;SPC IL W     -   647,605.259   695,342.984   MT  0.99994144   -0 02 17.8
 AH2991;SPC IL W     - 2,124,684.92  2,281,304.44   sFT  0.99994144   -0 02 17.8
 AH2991;UTM  15      - 4,709,014.921   728,157.036   MT  1.00024051   +1 52 36.1
 AH2991
 AH2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2991!SPC IL W     -   0.99995003  x   0.99994144  =   0.99989147
 AH2991!UTM  15      -   0.99995003  x   1.00024051  =   1.00019053
 AH2991
 AH2991:                Primary Azimuth Mark                     Grid Az
 AH2991:SPC IL W     -  JODCHARLE B                              357 56 30.7
 AH2991:UTM  15      -  JODCHARLE B                              356 01 36.8
 AH2991
 AH2991|---------------------------------------------------------------------|
 AH2991| PID    Reference Object                     Distance      Geod. Az  |
 AH2991|                                                           dddmmss.s |
 AH2991| AH2992 JODCHARLE B                         APPROX. 0.8 KM 3575412.9 |
 AH2991|---------------------------------------------------------------------|
 AH2991
 AH2991                          SUPERSEDED SURVEY CONTROL
 AH2991
 AH2991  ELLIP H (09/15/98)  318.69   (m)                       GP(       ) 3 1
 AH2991
 AH2991.Superseded values are not recommended for survey control.
 AH2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2991.See file dsdata.txt to determine how the superseded data were derived.
 AH2991
 AH2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2815709015(NAD 83)
 AH2991_MARKER: I = METAL ROD
 AH2991_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2991_STAMPING: JODCHARLE-A
 AH2991_MARK LOGO: ILDT  
 AH2991_PROJECTION: RECESSED 3 CENTIMETERS
 AH2991_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2991+STABILITY: POSITION/ELEVATION WELL
 AH2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2991+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2991_ROD/PIPE-DEPTH:  1.8 meters
 AH2991_SLEEVE-DEPTH  :  0.7 meters
 AH2991
 AH2991  HISTORY     - Date     Condition        Report By
 AH2991  HISTORY     - 1996     MONUMENTED       SECI
 AH2991
 AH2991                          STATION DESCRIPTION
 AH2991
 AH2991'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2991'STATION IS LOCATED APPROXIMATELY 6.3 MI (10.1 KM) WEST OF APPLE RIVER,
 AH2991'NEAR THE ILLINOIS/WISCONSIN STATE LINE IN THE NORTHWEST 1/4 OF SECTION
 AH2991'19, T 29 N, R 3 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND
 AH2991'MAIN STREET IN GALENA, PROCEED NORTHEAST ALONG MAIN STREET FOR
 AH2991'APPROXIMATELY 0.6 MI (1.0 KM) TO THE INTERSECTION OF MAIN STREET AND
 AH2991'MEEKER STREET (WEST STAGECOACH TRAIL) , TURN RIGHT AND PROCEED
 AH2991'NORTHEAST ALONG WEST STAGECOACH TRAIL FOR APPROXIMATELY 11.9 MI (19.2
 AH2991'KM) TO THE INTERSECTION OF WEST STAGECOACH TRAIL AND NORTH CARR ROAD,
 AH2991'TURN LEFT (NORTH) ON TO NORTH CARR ROAD AND PROCEED ALONG NORTH CARR
 AH2991'ROAD FOR APPROXIMATELY 1.1 MI (1.8 KM) TO THE INTERSECTION OF NORTH
 AH2991'CARR ROAD (TO THE SOUTH) , CHARLES MOUND ROAD (TO THE EAST) , AND
 AH2991'NORTH CHARLES ROAD (TO THE NORTH) , CONTINUE NORTH ALONG NORTH CHARLES
 AH2991'ROAD FOR APPROXIMATELY .7 MI (1.1 KM) TO THE STATION LOCATED AT THE
 AH2991'NORTHEAST CORNER OF THE INTERSECTION OF NORTH CHARLES ROAD AND EAST
 AH2991'ROBERTS ROAD.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 78 (WEST
 AH2991'MAIN STREET) AND BELLEVUE (EAST STAGECOACH TRAIL) IN WARREN, PROCEED
 AH2991'EAST ALONG EAST STAGECOACH TRAIL FOR APPROXIMATELY 9.0 MI (14.5 KM) TO
 AH2991'THE TEE INTERSECTION OF EAST STAGECOACH TRAIL AND EAST ROBERTS ROAD,
 AH2991'TURN RIGHT (NORTH) ON TO EAST ROBERTS ROAD AND PROCEED APPROXIMATELY
 AH2991'3.3 MI (5.3 KM) ALONG EAST ROBERTS ROAD TO THE STATION LOCATED AT THE
 AH2991'NORTHEAST CORNER OF THE INTERSECTION OF EAST ROBERTS ROAD AND NORTH
 AH2991'CHARLES ROAD.  THE STATION IS LOCATED 32 FT (9.8 M) EAST OF THE
 AH2991'CENTERLINE OF NORTH CHARLES ROAD, 32 FT (9.8 M) NORTH OF THE
 AH2991'CENTERLINE OF EAST ROBERTS ROAD, 16 FT (4.9 M) SOUTH OF THE CENTER OF
 AH2991'A FIELD ENTRANCE TO THE WEST, 45.5 FT (13.9 M) SOUTH OF A POWER POLE
 AH2991'WITH A GUY WIRE, 65.0 FT (19.8 M) SOUTHEAST OF A POWER POLE, 61.4 FT
 AH2991'(18.7 M) NORTHWEST OF A POWER POLE, 57.3 FT (17.5 M) NORTH OF A FENCE
 AH2991'CORNER TO A FENCE THAT RUNS EAST AND SOUTHWEST, AND 1.4 FT (0.4 M)
 AH2991'SOUTHWEST OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM
 AH2991'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2991'PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2992 ***********************************************************************
 AH2992  DESIGNATION -  JODCHARLE B
 AH2992  PID         -  AH2992
 AH2992  STATE/COUNTY-  IL/JO DAVIESS
 AH2992  USGS QUAD   -  SHULLSBURG (1976)
 AH2992
 AH2992                         *CURRENT SURVEY CONTROL
 AH2992  ___________________________________________________________________
 AH2992* NAD 83(1997)-  42 30 26.11642(N)    090 13 25.28656(W)     ADJUSTED  
 AH2992* NAVD 88     -       319.9    (meters)    1050.     (feet)  GPS OBS   
 AH2992  ___________________________________________________________________
 AH2992  X           -     -18,385.808 (meters)                     COMP
 AH2992  Y           -  -4,709,287.525 (meters)                     COMP
 AH2992  Z           -   4,287,502.623 (meters)                     COMP
 AH2992  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AH2992  ELLIP HEIGHT-         286.80  (meters)          (12/06/04) GPS OBS
 AH2992  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AH2992
 AH2992  HORZ ORDER  -  FIRST
 AH2992  ELLP ORDER  -  FOURTH    CLASS I
 AH2992
 AH2992.The horizontal coordinates were established by GPS observations
 AH2992.and adjusted by the National Geodetic Survey in September 1998..
 AH2992
 AH2992.The orthometric height was determined by GPS observations and a
 AH2992.high-resolution geoid model.
 AH2992
 AH2992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2992
 AH2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2992
 AH2992.The ellipsoidal height was determined by GPS observations
 AH2992.and is referenced to NAD 83.
 AH2992
 AH2992.The geoid height was determined by GEOID03.
 AH2992
 AH2992;                    North         East     Units Scale Factor Converg.
 AH2992;SPC IL W     -   648,425.773   695,313.497   MT  0.99994145   -0 02 18.7
 AH2992;SPC IL W     - 2,127,376.89  2,281,207.70   sFT  0.99994145   -0 02 18.7
 AH2992;UTM  15      - 4,709,834.236   728,100.129   MT  1.00024019   +1 52 36.2
 AH2992
 AH2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2992!SPC IL W     -   0.99995502  x   0.99994145  =   0.99989648
 AH2992!UTM  15      -   0.99995502  x   1.00024019  =   1.00019520
 AH2992
 AH2992:                Primary Azimuth Mark                     Grid Az
 AH2992:SPC IL W     -  JODCHARLE A                              177 56 30.7
 AH2992:UTM  15      -  JODCHARLE A                              176 01 35.8
 AH2992
 AH2992|---------------------------------------------------------------------|
 AH2992| PID    Reference Object                     Distance      Geod. Az  |
 AH2992|                                                           dddmmss.s |
 AH2992| AH2991 JODCHARLE A                         APPROX. 0.8 KM 1775412.0 |
 AH2992|---------------------------------------------------------------------|
 AH2992
 AH2992                          SUPERSEDED SURVEY CONTROL
 AH2992
 AH2992  ELLIP H (09/15/98)  286.86   (m)                       GP(       ) 3 1
 AH2992
 AH2992.Superseded values are not recommended for survey control.
 AH2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2992.See file dsdata.txt to determine how the superseded data were derived.
 AH2992
 AH2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYH2810009834(NAD 83)
 AH2992_MARKER: I = METAL ROD
 AH2992_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2992_STAMPING: JODCHARLE-B
 AH2992_MARK LOGO: ILDT  
 AH2992_PROJECTION: RECESSED 3 CENTIMETERS
 AH2992_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2992+STABILITY: POSITION/ELEVATION WELL
 AH2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2992+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AH2992_ROD/PIPE-DEPTH:  3.7 meters
 AH2992_SLEEVE-DEPTH  :  0.9 meters
 AH2992
 AH2992  HISTORY     - Date     Condition        Report By
 AH2992  HISTORY     - 1996     MONUMENTED       SECI
 AH2992
 AH2992                          STATION DESCRIPTION
 AH2992
 AH2992'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2992'STATION IS LOCATED APPROXIMATELY 6.4 MI (10.3 KM) WEST OF APPLE RIVER,
 AH2992'NEAR THE ILLINOIS/WISCONSIN STATE LINE IN THE SOUTHWEST 1/4 OF SECTION
 AH2992'18, T 29 N, R 3 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 20 AND
 AH2992'MAIN STREET IN GALENA, PROCEED NORTHEAST ALONG MAIN STREET FOR
 AH2992'APPROXIMATELY 0.6 MI (1.0 KM) TO THE INTERSECTION OF MAIN STREET AND
 AH2992'MEEKER STREET (WEST STAGECOACH TRAIL) , TURN RIGHT AND PROCEED
 AH2992'NORTHEAST ALONG WEST STAGECOACH TRAIL FOR APPROXIMATELY 11.9 MI (19.2
 AH2992'KM) TO THE INTERSECTION OF WEST STAGECOACH TRAIL AND NORTH CARR ROAD,
 AH2992'TURN LEFT (NORTH) ON TO NORTH CARR ROAD AND PROCEED ALONG NORTH CARR
 AH2992'ROAD FOR APPROXIMATELY 1.1 MI (1.8 KM) TO THE INTERSECTION OF NORTH
 AH2992'CARR ROAD (TO THE SOUTH) , CHARLES MOUND ROAD (TO THE EAST) , AND
 AH2992'NORTH CHARLES ROAD (TO THE NORTH) , CONTINUE NORTH ALONG NORTH CHARLES
 AH2992'ROAD FOR APPROXIMATELY 1.2 MI (1.9 KM) TO THE STATION LOCATED ON THE
 AH2992'RIGHT (EAST) SIDE OF NORTH CHARLES ROAD, JUST SOUTH OF A FIELD
 AH2992'ENTRANCE TO THE EAST.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 78
 AH2992'(WEST MAIN STREET) AND BELLEVUE (EAST STAGECOACH TRAIL) IN WARREN,
 AH2992'PROCEED EAST ALONG EAST STAGECOACH TRAIL FOR APPROXIMATELY 9.0 MI
 AH2992'(14.5 KM) TO THE TEE INTERSECTION OF EAST STAGECOACH TRAIL AND EAST
 AH2992'ROBERTS ROAD, TURN RIGHT (NORTH) ON TO EAST ROBERTS ROAD AND PROCEED
 AH2992'APPROXIMATELY 3.3 MI (5.3 KM) ALONG EAST ROBERTS ROAD TO THE
 AH2992'INTERSECTION OF EAST ROBERTS ROAD AND NORTH CHARLES ROAD, TURN RIGHT
 AH2992'(NORTH) ALONG NORTH CHARLES ROAD AND PROCEED APPROXIMATELY 0.5 MI (0.8
 AH2992'KM) ALONG NORTH CHARLES ROAD TO THE STATION LOCATED ON THE RIGHT
 AH2992'(EAST) SIDE OF NORTH CHARLES ROAD, JUST SOUTH OF A FIELD ENTRANCE TO
 AH2992'THE EAST.  THE STATION IS LOCATED 20 FT (6.1 M) EAST OF THE CENTERLINE
 AH2992'OF NORTH CHARLES ROAD, 192 FT (58.5 M) SOUTH OF MOUND ROAD, 34 FT
 AH2992'(10.4 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE TO THE EAST, 220 FT
 AH2992'(67.1 M) NORTH OF THE CENTER OF A FIELD ENTRANCE TO THE WEST, 330 FT
 AH2992'(100.6 M) NORTH OF A CREEK, 77.6 FT (23.7 M) NORTHEAST OF A POWER
 AH2992'POLE, 80.8 FT (24.6 M) SOUTHWEST OF A POWER POLE, 113.0 FT (34.4 M)
 AH2992'SOUTHWEST OF A METAL STAND PIPE, AND 1.3 FT (0.4 M) WEST OF AN ORANGE
 AH2992'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2992'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1620 ***********************************************************************
 JC1620  DESIGNATION -  JOHANNA
 JC1620  PID         -  JC1620
 JC1620  STATE/COUNTY-  IL/MONROE
 JC1620  USGS QUAD   -  WATERLOO (1991)
 JC1620
 JC1620                         *CURRENT SURVEY CONTROL
 JC1620  ___________________________________________________________________
 JC1620* NAD 83(1997)-  38 19 56.79352(N)    090 14 08.92099(W)     ADJUSTED  
 JC1620* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 JC1620  ___________________________________________________________________
 JC1620  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 JC1620  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 JC1620
 JC1620  HORZ ORDER  -  FIRST
 JC1620
 JC1620.The horizontal coordinates were established by classical geodetic methods
 JC1620.and adjusted by the National Geodetic Survey in October 1999..
 JC1620
 JC1620.The orthometric height was scaled from a topographic map.
 JC1620
 JC1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1620
 JC1620.The geoid height was determined by GEOID03.
 JC1620
 JC1620;                    North         East     Units Scale Factor Converg.
 JC1620;SPC IL W     -   184,870.948   693,954.723   MT  0.99994163   -0 02 34.4
 JC1620;SPC IL W     -   606,530.77  2,276,749.79   sFT  0.99994163   -0 02 34.4
 JC1620;SPC MO E     -   277,363.805   273,097.673   MT  0.99993990   +0 09 49.9
 JC1620;UTM  15      - 4,246,317.602   741,610.544   MT  1.00031898   +1 42 54.9
 JC1620
 JC1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1620!SPC IL W     -   0.99997355  x   0.99994163  =   0.99991518
 JC1620!SPC MO E     -   0.99997355  x   0.99993990  =   0.99991345
 JC1620!UTM  15      -   0.99997355  x   1.00031898  =   1.00029252
 JC1620
 JC1620|---------------------------------------------------------------------|
 JC1620| PID    Reference Object                     Distance      Geod. Az  |
 JC1620|                                                           dddmmss.s |
 JC1620| CI3949 JOHANNA RM 1                                       05713     |
 JC1620| JC1619 WATERLOO CATHOLIC CHURCH SPIRE      APPROX. 7.6 KM 0854325.3 |
 JC1620| JC1617 WATERLOO LUTHERAN CHURCH SPIRE      APPROX. 7.3 KM 0870459.5 |
 JC1620| JC1618 WATERLOO MUNICIPAL TOWER            APPROX. 7.5 KM 0890254.5 |
 JC1620| JC1616 WARTBURG CHURCH SPIRE               APPROX. 5.9 KM 1445213.1 |
 JC1620| JC1657 REHLING                             APPROX. 4.7 KM 2402010.9 |
 JC1620| CI3950 JOHANNA RM 2                         14.060 METERS 32546     |
 JC1620| JC1651 WHITE HOUSE WATER TOWER             APPROX.12.1 KM 3262408.1 |
 JC1620|---------------------------------------------------------------------|
 JC1620
 JC1620                          SUPERSEDED SURVEY CONTROL
 JC1620
 JC1620  NAD 83(1986)-  38 19 56.80773(N)    090 14 08.91524(W) AD(       ) 1
 JC1620  NAD 27      -  38 19 56.61400(N)    090 14 08.50100(W) AD(       ) 1
 JC1620
 JC1620.Superseded values are not recommended for survey control.
 JC1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1620.See file dsdata.txt to determine how the superseded data were derived.
 JC1620
 JC1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4161146318(NAD 83)
 JC1620_MARKER: DS = TRIANGULATION STATION DISK
 JC1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC1620
 JC1620  HISTORY     - Date     Condition        Report By
 JC1620  HISTORY     - 1931     MONUMENTED       CGS
 JC1620
 JC1620                          STATION DESCRIPTION
 JC1620
 JC1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1620'IN YARD OF THE JOHANNA CHURCH, ABOUT 4-1/2 MILES, AIRLINE, WEST OF
 JC1620'WATERLOO, IN W 1/2 SEC. 29, T. 2 S., R. 10 W., 14 METERS (46 FEET)
 JC1620'SOUTH OF SOUTHWEST CORNER OF CHURCH, 16 METERS (52 FEET)
 JC1620'SOUTHWEST OF SOUTHEAST CORNER, AND 17 METERS (56 FEET) NORTH
 JC1620'OF SOUTH FORK IN ROAD WHICH FORMS SOUTH ANGLE OF TRIANGLE.  TO
 JC1620'REACH FROM WATERLOO, GO WEST 2.5 MILES ON ROUTE 156 TO DIRT ROAD
 JC1620'ON RIGHT MARKED CAMP VANDEVENTER 2 MI., FOLLOW THIS ROAD
 JC1620'ONE-FOURTH MILE TO FORK, TAKE LEFT FORK 0.3 MILE TO ANOTHER FORK,
 JC1620'KEEP LEFT, AND CONTINUE 1.8 MILES TO JOHANNA CHURCH.  SURFACE
 JC1620'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 JC1620'REFERENCE MARKS ARE STANDARD
 JC1620'REFERENCE DISKS IN CONCRETE.  NO. 1 IS 1 FOOT SOUTH
 JC1620'OF FENCE, 5 METERS (16 FEET) NORTH OF ROAD, 11 METERS (36 FEET)
 JC1620'WEST OF SOUTHEAST CORNER OF CEMETERY NEAR CHURCH, AND
 JC1620'APPROXIMATELY 400 METERS (1,312 FEET) FROM STATION
 JC1620'N 57 DEG 13 MIN E.  NO. 2 IS ABOUT 1 FOOT SOUTH OF
 JC1620'SOUTHWEST CORNER OF CHURCH, AND 14.06 METERS (46.1 FEET)
 JC1620'FROM STATION, N 34 DEG 14 MIN W.  UNITED STATES GEOLOGICAL
 JC1620'SURVEY BENCH MARK, BRASS CAPPED PIPE STAMPED ILL AND 653 FT,
 JC1620'IS 1 FOOT EAST OF SOUTHEAST CORNER OF CHURCH, AND 16.83
 JC1620'METERS (55.2 FEET) FROM STATION N 15 DEG 36 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0875 ***********************************************************************
 NH0875  DESIGNATION -  JOHN
 NH0875  PID         -  NH0875
 NH0875  STATE/COUNTY-  IL/WINNEBAGO
 NH0875  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0875
 NH0875                         *CURRENT SURVEY CONTROL
 NH0875  ___________________________________________________________________
 NH0875* NAD 83(1997)-  42 16 55.47811(N)    089 05 02.50326(W)     ADJUSTED  
 NH0875* NAVD 88     -       221.178  (meters)     725.65   (feet)  POSTED    
 NH0875  ___________________________________________________________________
 NH0875  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NH0875  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0875  DYNAMIC HT  -         221.110 (meters)     725.43  (feet)  COMP
 NH0875  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 NH0875
 NH0875  HORZ ORDER  -  SECOND
 NH0875  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NH0875
 NH0875.The horizontal coordinates were established by classical geodetic methods
 NH0875.and adjusted by the National Geodetic Survey in October 1999..
 NH0875
 NH0875.The orthometric height was determined by differential leveling
 NH0875.and adjusted by the National Geodetic Survey in 1992..
 NH0875.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NH0875.rate of 4.1 thru 8.0 mm/km.
 NH0875
 NH0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0875
 NH0875.The geoid height was determined by GEOID03.
 NH0875
 NH0875.The dynamic height is computed by dividing the NAVD 88
 NH0875.geopotential number by the normal gravity value computed on the
 NH0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0875.degrees latitude (g = 980.6199 gals.).
 NH0875
 NH0875.The modeled gravity was interpolated from observed gravity values.
 NH0875
 NH0875;                    North         East     Units Scale Factor Converg.
 NH0875;SPC IL W     -   623,980.382   789,295.411   MT  1.00003925   +0 43 42.3
 NH0875;SPC IL W     - 2,047,175.64  2,589,546.69   sFT  1.00003925   +0 43 42.3
 NH0875;UTM  16      - 4,683,198.686   328,166.390   MT  0.99996331   -1 24 08.8
 NH0875
 NH0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0875!SPC IL W     -   0.99997054  x   1.00003925  =   1.00000979
 NH0875!UTM  16      -   0.99997054  x   0.99996331  =   0.99993385
 NH0875
 NH0875                          SUPERSEDED SURVEY CONTROL
 NH0875
 NH0875  NAD 83(1997)-  42 16 55.47855(N)    089 05 02.50429(W) AD(       ) 2
 NH0875  NAD 83(1997)-  42 16 55.47792(N)    089 05 02.50354(W) AD(       ) 2
 NH0875  NAD 83(1986)-  42 16 55.47817(N)    089 05 02.50323(W) AD(       ) 2
 NH0875  NAD 27      -  42 16 55.41750(N)    089 05 02.12310(W) AD(       ) 2
 NH0875
 NH0875.Superseded values are not recommended for survey control.
 NH0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0875.See file dsdata.txt to determine how the superseded data were derived.
 NH0875
 NH0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2816683199(NAD 83)
 NH0875_MARKER: DS = TRIANGULATION STATION DISK
 NH0875_SETTING: 0 = UNSPECIFIED SETTING
 NH0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0875
 NH0875  HISTORY     - Date     Condition        Report By
 NH0875  HISTORY     - 1920     MONUMENTED       CGS
 NH0875  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0875  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0875
 NH0875                          STATION DESCRIPTION
 NH0875
 NH0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0875'STATION IS LOCATED AT ROCKFORD, AT THE NW CORNER OF THE
 NH0875'INTERSECTION OF NORTH MAIN STREET AND JOHN STREET, NEAR
 NH0875'THE CURB, IN NORTH MAIN STREET SIDEWALK, 35 YARDS NW OF THE
 NH0875'PUBLIC WATERING TROUGH, 0.74 METER (2.43 FEET) N OF THE
 NH0875'N AND NEAREST CURB OF JOHN STREET AND 4.09 METERS (13.42
 NH0875'FEET) N OF THE N AND NEAREST RAIL OF THE STREET-CAR TRACK.
 NH0875'THE STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 NH0875'SIDEWALK.  THERE IS NO REFERENCE MARK.
 NH0875
 NH0875                          STATION RECOVERY (1954)
 NH0875
 NH0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0875'THE 1920 DESCRIPTION PLACES THIS STATION WHERE A NEW SECTION
 NH0875'OF SIDEWALK HAS BEEN CONSTRUCTED, AND STATION COULD NOT
 NH0875'BE RECOVERED.
 NH0875
 NH0875                          STATION RECOVERY (1997)
 NH0875
 NH0875'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1446 ***********************************************************************
 MF1446  DESIGNATION -  JOHNSON
 MF1446  PID         -  MF1446
 MF1446  STATE/COUNTY-  IL/GRUNDY
 MF1446  USGS QUAD   -  LISBON (1993)
 MF1446
 MF1446                         *CURRENT SURVEY CONTROL
 MF1446  ___________________________________________________________________
 MF1446* NAD 83(1997)-  41 24 54.09783(N)    088 27 21.05302(W)     ADJUSTED  
 MF1446* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 MF1446  ___________________________________________________________________
 MF1446  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 MF1446  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF1446
 MF1446  HORZ ORDER  -  THIRD
 MF1446
 MF1446.The horizontal coordinates were established by classical geodetic methods
 MF1446.and adjusted by the National Geodetic Survey in October 1999..
 MF1446
 MF1446.The orthometric height was scaled from a topographic map.
 MF1446
 MF1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1446
 MF1446.The geoid height was determined by GEOID03.
 MF1446
 MF1446;                    North         East     Units Scale Factor Converg.
 MF1446;SPC IL E     -   527,139.945   289,757.384   MT  0.99997629   -0 04 51.8
 MF1446;SPC IL E     - 1,729,458.30    950,645.68   sFT  0.99997629   -0 04 51.8
 MF1446;UTM  16      - 4,585,853.339   378,330.530   MT  0.99978218   -0 57 47.4
 MF1446
 MF1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1446!SPC IL E     -   0.99997773  x   0.99997629  =   0.99995402
 MF1446!UTM  16      -   0.99997773  x   0.99978218  =   0.99975991
 MF1446
 MF1446:                Primary Azimuth Mark                     Grid Az
 MF1446:SPC IL E     -  JOHNSON AZ MK                            090 22 37.1
 MF1446:UTM  16      -  JOHNSON AZ MK                            091 15 32.7
 MF1446
 MF1446|---------------------------------------------------------------------|
 MF1446| PID    Reference Object                     Distance      Geod. Az  |
 MF1446|                                                           dddmmss.s |
 MF1446| CI7608 JOHNSON AZ MK                                      0901745.3 |
 MF1446| CI7609 JOHNSON RM 1                         20.860 METERS 18652     |
 MF1446| CI7610 JOHNSON RM 2                         26.200 METERS 28449     |
 MF1446| MF1447 JOHNSON 2 1959                        6.850 METERS 28538     |
 MF1446|---------------------------------------------------------------------|
 MF1446
 MF1446                          SUPERSEDED SURVEY CONTROL
 MF1446
 MF1446  NAD 83(1997)-  41 24 54.09792(N)    088 27 21.06331(W) AD(       ) 3
 MF1446  NAD 83(1986)-  41 24 54.10218(N)    088 27 21.06384(W) AD(       ) 3
 MF1446  NAD 27      -  41 24 53.98840(N)    088 27 20.81180(W) AD(       ) 3
 MF1446
 MF1446.Superseded values are not recommended for survey control.
 MF1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1446.See file dsdata.txt to determine how the superseded data were derived.
 MF1446
 MF1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7833185853(NAD 83)
 MF1446_MARKER: DS = TRIANGULATION STATION DISK
 MF1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1446
 MF1446  HISTORY     - Date     Condition        Report By
 MF1446  HISTORY     - 1956     MONUMENTED       CGS
 MF1446  HISTORY     - 1959     GOOD             CGS
 MF1446
 MF1446                          STATION DESCRIPTION
 MF1446
 MF1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1446'THE STATION IS ABOUT 4 MILES SOUTH OF LISBON AND IS IN THE
 MF1446'NORTHEAST ANGLE OF THE INTERSECTION OF A PAVED ROAD AND A
 MF1446'GRAVEL CROSSROAD AND IS ON ROAD RIGHT-OF-WAY.  IT IS 86 FEET
 MF1446'NORTHEAST OF THE INTERSECTION, 21 FEET NORTH OF THE CENTER OF
 MF1446'THE GRAVEL ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND 1
 MF1446'FOOT SOUTH OF A BARB WIRE FENCE.  THE MARK PROJECTS 4 INCHES
 MF1446'AND THE DISK IS STAMPED JOHNSON 1956.
 MF1446'
 MF1446'TO REACH THE STATION FROM THE LISBON BRICK SCHOOL BUILDING
 MF1446'IN THE SOUTH EDGE OF LISBON, GO SOUTH ON PAVED ROAD FOR 2.3
 MF1446'MILES TO A CROSSROAD AND THE MAIN SURFACED ROAD BEARS LEFT.
 MF1446'BEAR LEFT AND GO SOUTHEAST ON SURFACED ROAD FOR 2.3 MILES TO
 MF1446'A GRAVEL CROSSROAD AND THE STATION ON THE LEFT.
 MF1446'
 MF1446'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 MF1446'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 MF1446'
 MF1446'REFERENCE MARK 1 IS 54 FEET SOUTH OF THE CENTER OF THE GRAVEL
 MF1446'ROAD, 31 FEET EAST OF THE CENTER OF THE PAVED ROAD, 24 FEET
 MF1446'SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE LINE.
 MF1446'THE MARK IS FLUSH AND THE DISK IS STAMPED JOHNSON NO 1 1956.
 MF1446'
 MF1446'REFERENCE MARK 2 IS 46 FEET NORTH OF THE INTERSECTION, 31 FEET
 MF1446'EAST OF THE CENTER OF THE PAVED ROAD AND 6 FEET NORTH OF A
 MF1446'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1446'JOHNSON NO 2 1956.
 MF1446'
 MF1446'THE AZIMUTH MARK IS 27 FEET EAST OF A POWER LINE POLE, 22 FEET
 MF1446'SOUTH OF THE INTERSECTION OF A GRAVEL ROAD AND A GRAVEL
 MF1446'DRIVEWAY, 5 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 MF1446'OF A BARB WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 MF1446'STAMPED JOHNSON 1956.
 MF1446'
 MF1446'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1446
 MF1446                          STATION RECOVERY (1959)
 MF1446
 MF1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1446'STATION MARK, R.M. NO. 1, R.M. NO. 2 AND AZIMUTH MARK WERE
 MF1446'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 MF1446'DISTANCE AND DIRECTION TO REFERENCE MARKS CHECKED.  STATION
 MF1446'MARK JOHNSON 1956 WAS DESTROYED BY THIS PARTY BECAUSE OF ROAD
 MF1446'WIDENING AND A NEW STATION MARK JOHNSON 2 WAS ESTABLISHED AND
 MF1446'IS DESCRIBED BELOW.
 MF1446'
 MF1446'A TRAVERSE CONNECTION WAS MADE TO JOHNSON 2 AND THE DISTANCE
 MF1446'IS 22.47 FT. OR 6.850 METERS.
 MF1446'
 MF1446'STATION MARK, IS A STANDARD STATION MARK DISK STAMPED JOHNSON
 MF1446'2 1959, IS SET IN TOP OF A 8 INCH SQUARE CONCRETE POST WHICH
 MF1446'IS SET ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 MF1446'MARK IS 69 FEET NORTHEAST OF THE INTERSECTION, 58 FEET NORTH
 MF1446'OF POWER POLE NO. 754, 25 FEET NORTH OF CENTER OF ROAD AND 3
 MF1446'FEET EAST OF WITNESS POST.
 MF1446'
 MF1446'THE ORIGINAL TO REACH IS ADEQUATE.
 MF1446'
 MF1446'1959 OBSERVATIONS FOLLOW--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1554 ***********************************************************************
 MF1554  DESIGNATION -  JOHNSON
 MF1554  PID         -  MF1554
 MF1554  STATE/COUNTY-  IL/LEE
 MF1554  USGS QUAD   -  COMPTON (1993)
 MF1554
 MF1554                         *CURRENT SURVEY CONTROL
 MF1554  ___________________________________________________________________
 MF1554* NAD 83(1997)-  41 38 11.80137(N)    089 03 52.85637(W)     ADJUSTED  
 MF1554* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 MF1554  ___________________________________________________________________
 MF1554  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MF1554  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF1554
 MF1554  HORZ ORDER  -  SECOND
 MF1554
 MF1554.The horizontal coordinates were established by classical geodetic methods
 MF1554.and adjusted by the National Geodetic Survey in October 1999..
 MF1554
 MF1554.The orthometric height was scaled from a topographic map.
 MF1554
 MF1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1554
 MF1554.The geoid height was determined by GEOID03.
 MF1554
 MF1554;                    North         East     Units Scale Factor Converg.
 MF1554;SPC IL W     -   552,310.145   791,813.117   MT  1.00004487   +0 43 56.0
 MF1554;SPC IL W     - 1,812,037.53  2,597,806.87   sFT  1.00004487   +0 43 56.0
 MF1554;SPC IL E     -   552,000.540   239,064.991   MT  1.00002067   -0 29 09.3
 MF1554;SPC IL E     - 1,811,021.77    784,332.39   sFT  1.00002067   -0 29 09.3
 MF1554;UTM  16      - 4,611,489.986   328,034.098   MT  0.99996393   -1 22 19.6
 MF1554
 MF1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1554!SPC IL W     -   0.99996143  x   1.00004487  =   1.00000629
 MF1554!SPC IL E     -   0.99996143  x   1.00002067  =   0.99998209
 MF1554!UTM  16      -   0.99996143  x   0.99996393  =   0.99992536
 MF1554
 MF1554|---------------------------------------------------------------------|
 MF1554| PID    Reference Object                     Distance      Geod. Az  |
 MF1554|                                                           dddmmss.s |
 MF1554| CI7601 JOHNSON RM                            6.090 METERS 00611     |
 MF1554| MF0603 DAVIESS                             APPROX. 0.6 KM 0224801.7 |
 MF1554|---------------------------------------------------------------------|
 MF1554
 MF1554                          SUPERSEDED SURVEY CONTROL
 MF1554
 MF1554  NAD 83(1997)-  41 38 11.80203(N)    089 03 52.85799(W) AD(       ) 2
 MF1554  NAD 83(1986)-  41 38 11.80707(N)    089 03 52.86160(W) AD(       ) 2
 MF1554  NAD 27      -  41 38 11.70120(N)    089 03 52.56020(W) AD(       ) 2
 MF1554
 MF1554.Superseded values are not recommended for survey control.
 MF1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1554.See file dsdata.txt to determine how the superseded data were derived.
 MF1554
 MF1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2803411490(NAD 83)
 MF1554_MARKER: Z = SEE DESCRIPTION
 MF1554_SETTING: 0 = UNSPECIFIED SETTING
 MF1554
 MF1554  HISTORY     - Date     Condition        Report By
 MF1554  HISTORY     - 1920     MONUMENTED       CGS
 MF1554  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 MF1554  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF1554  HISTORY     - 20030723 MARK NOT FOUND   USPSQD
 MF1554
 MF1554                          STATION DESCRIPTION
 MF1554
 MF1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1554'STATION IS ABOUT 1 MILE N OF WELLAND, ON THE W SIDE OF THE
 MF1554'CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, NEAR THE CENTER
 MF1554'OF THE FIRST CUT N OF WELLAND, 100 YARDS S OF RAILROAD BRIDGE
 MF1554'V 69, AND 8.72 METERS (28.61 FEET) W OF THE W AND NEAREST RAIL.
 MF1554'THE STATION AND REFERENCE MARKS ARE STAKES 1 BY 4 INCHES IN
 MF1554'SIZE, EACH WITH A NAIL IN THE TOP AND A CROSS FILED ON THE
 MF1554'NAIL.  THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK,
 MF1554'NEAR THE FENCE LINE 6.09 METERS (19.98 FEET) FROM THE STATION,
 MF1554
 MF1554                          STATION RECOVERY (1995)
 MF1554
 MF1554'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1554'MARK NOT FOUND.
 MF1554
 MF1554                          STATION RECOVERY (2002)
 MF1554
 MF1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1554
 MF1554                          STATION RECOVERY (2003)
 MF1554
 MF1554'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1778 ***********************************************************************
 JB1778  DESIGNATION -  JOHNSON
 JB1778  PID         -  JB1778
 JB1778  STATE/COUNTY-  IL/WAYNE
 JB1778  USGS QUAD   -  JOHNSONVILLE (1976)
 JB1778
 JB1778                         *CURRENT SURVEY CONTROL
 JB1778  ___________________________________________________________________
 JB1778* NAD 83(1997)-  38 31 45.84963(N)    088 32 34.20624(W)     ADJUSTED  
 JB1778* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 JB1778  ___________________________________________________________________
 JB1778  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 JB1778  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JB1778
 JB1778  HORZ ORDER  -  SECOND
 JB1778
 JB1778.The horizontal coordinates were established by classical geodetic methods
 JB1778.and adjusted by the National Geodetic Survey in October 1999..
 JB1778
 JB1778.The orthometric height was scaled from a topographic map.
 JB1778
 JB1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1778
 JB1778.The geoid height was determined by GEOID03.
 JB1778
 JB1778;                    North         East     Units Scale Factor Converg.
 JB1778;SPC IL E     -   206,758.675   281,732.463   MT  0.99997911   -0 07 49.8
 JB1778;SPC IL E     -   678,340.75    924,317.26   sFT  0.99997911   -0 07 49.8
 JB1778;UTM  16      - 4,265,684.019   365,519.092   MT  0.99982272   -0 57 40.3
 JB1778
 JB1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1778!SPC IL E     -   0.99997865  x   0.99997911  =   0.99995776
 JB1778!UTM  16      -   0.99997865  x   0.99982272  =   0.99980137
 JB1778
 JB1778|---------------------------------------------------------------------|
 JB1778| PID    Reference Object                     Distance      Geod. Az  |
 JB1778|                                                           dddmmss.s |
 JB1778| CI3960 JOHNSON RM 1                         29.642 METERS 10702     |
 JB1778| JB1718 JOHNSONVILLE RAD KSB 781 MAST       APPROX. 4.8 KM 1903452.0 |
 JB1778| CI3961 JOHNSON RM 2                         31.458 METERS 20719     |
 JB1778| CI3959 JOHNSON AZ MK                       APPROX. 1.0 KM 2763813.5 |
 JB1778|---------------------------------------------------------------------|
 JB1778
 JB1778                          SUPERSEDED SURVEY CONTROL
 JB1778
 JB1778  NAD 83(1986)-  38 31 45.86315(N)    088 32 34.20416(W) AD(       ) 2
 JB1778  NAD 27      -  38 31 45.68965(N)    088 32 34.01995(W) AD(       ) 2
 JB1778
 JB1778.Superseded values are not recommended for survey control.
 JB1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1778.See file dsdata.txt to determine how the superseded data were derived.
 JB1778
 JB1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6551965684(NAD 83)
 JB1778_MARKER: DS = TRIANGULATION STATION DISK
 JB1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1778
 JB1778  HISTORY     - Date     Condition        Report By
 JB1778  HISTORY     - 1961     MONUMENTED       CGS
 JB1778
 JB1778                          STATION DESCRIPTION
 JB1778
 JB1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1778'THE STATION IS ABOUT 10 MILES SOUTH SOUTHWEST OF FLORA, 6 MILES WEST
 JB1778'NORTHWEST OF CISNE, 0.5
 JB1778'MILE NORTHWEST OF JOHNSONVILLE, IN THE NORTHWEST 0.25
 JB1778'OF SECTION 16, T 1 N, R 6 E AND
 JB1778'ON THE PROPERTY OF MR FORSTER KIGER.
 JB1778'IT IS 46 FEET EAST OF A WIRE FENCE, 47 FEET SOUTH
 JB1778'OF A WIRE FENCE, 76
 JB1778'FEET WEST OF A WIRE FENCE, 76 FEET SOUTH OF THE CENTERLINE OF A
 JB1778'GRAVELED ROAD, 96
 JB1778'FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY
 JB1778'AND 171 FEET NORTHWEST OF THE
 JB1778'NORTHEAST CORNER OF A FRAME HOUSE.  THE
 JB1778'MONUMENT IS FLUSH AND THE DISK IS STAMPED JOHNSON 1961.
 JB1778'
 JB1778'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSONVILLE, GO NORTH
 JB1778'ON A GRAVELED ROAD
 JB1778'FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JB1778'WEST ON A GRAVELED FOR 0.35 MILE
 JB1778'TO THE STATION ON THE LEFT.
 JB1778'
 JB1778'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE GRAVELED
 JB1778'ROAD FOR 0.45 MILE TO A
 JB1778'SIDE ROAD RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD
 JB1778'FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 JB1778'
 JB1778'REFERENCE MARK 1 IS 1 FOOT WEST OF A WIRE FENCE, 2 FEET SOUTH OF A
 JB1778'WITNESS POST, 19 FEET
 JB1778'EAST OF THE CENTERLINE OF THE DRIVEWAY AND 43 FEET
 JB1778'NORTH OF A POWER POLE.  THE
 JB1778'MONUMENT PROJECTS 5 INCHES AND THE DISK
 JB1778'IS STAMPED JOHNSON NO 1 1961.
 JB1778'
 JB1778'REFERENCE MARK 2 IS 1 FOOT EAST OF A WIRE FENCE, 38 FEET NORTH OF A
 JB1778'T-FENCE CORNER AND 93
 JB1778'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FRAME
 JB1778'HOUSE.  THE MONUMENT PROJECTS 4
 JB1778'INCHES AND THE DISK IS STAMPED JOHNSON NO 2 1961.
 JB1778'
 JB1778'THE AZIMUTH MARK IS 1 FOOT EAST OF A WITNESS POST, 6 INCHES SOUTH OF
 JB1778'A WIRE FENCE, 20 FEET
 JB1778'NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 156
 JB1778'FEET WEST OF A T-FENCE CORNER.
 JB1778'THE MONUMENT PROJECTS 6 INCHES AND
 JB1778'THE DISK IS STAMPED JOHNSON 1961.
 JB1778'
 JB1778'HIEGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1447 ***********************************************************************
 MF1447  DESIGNATION -  JOHNSON 2 1959
 MF1447  PID         -  MF1447
 MF1447  STATE/COUNTY-  IL/GRUNDY
 MF1447  USGS QUAD   -  LISBON (1993)
 MF1447
 MF1447                         *CURRENT SURVEY CONTROL
 MF1447  ___________________________________________________________________
 MF1447* NAD 83(1997)-  41 24 54.15764(N)    088 27 21.33707(W)     ADJUSTED  
 MF1447* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 MF1447  ___________________________________________________________________
 MF1447  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 MF1447  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF1447
 MF1447  HORZ ORDER  -  THIRD
 MF1447
 MF1447.The horizontal coordinates were established by classical geodetic methods
 MF1447.and adjusted by the National Geodetic Survey in October 1999..
 MF1447.No horizontal observational check was made to the station.
 MF1447
 MF1447.The orthometric height was scaled from a topographic map.
 MF1447
 MF1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1447
 MF1447.The geoid height was determined by GEOID03.
 MF1447
 MF1447;                    North         East     Units Scale Factor Converg.
 MF1447;SPC IL E     -   527,141.799   289,750.791   MT  0.99997629   -0 04 51.9
 MF1447;SPC IL E     - 1,729,464.39    950,624.05   sFT  0.99997629   -0 04 51.9
 MF1447;UTM  16      - 4,585,855.294   378,323.967   MT  0.99978220   -0 57 47.6
 MF1447
 MF1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1447!SPC IL E     -   0.99997773  x   0.99997629  =   0.99995402
 MF1447!UTM  16      -   0.99997773  x   0.99978220  =   0.99975993
 MF1447
 MF1447:                Primary Azimuth Mark                     Grid Az
 MF1447:SPC IL E     -  JOHNSON AZ MK                            090 41 52.8
 MF1447:UTM  16      -  JOHNSON AZ MK                            091 34 48.5
 MF1447
 MF1447|---------------------------------------------------------------------|
 MF1447| PID    Reference Object                     Distance      Geod. Az  |
 MF1447|                                                           dddmmss.s |
 MF1447| CI7608 JOHNSON AZ MK                                      0903700.9 |
 MF1447| MF1446 JOHNSON                               6.850 METERS 10538     |
 MF1447| CI7609 JOHNSON RM 1                         22.924 METERS 16943     |
 MF1447| CI7610 JOHNSON RM 2                         19.362 METERS 28432     |
 MF1447|---------------------------------------------------------------------|
 MF1447
 MF1447                          SUPERSEDED SURVEY CONTROL
 MF1447
 MF1447  NAD 83(1997)-  41 24 54.15774(N)    088 27 21.34736(W) AD(       ) 3
 MF1447  NAD 83(1986)-  41 24 54.16199(N)    088 27 21.34789(W) AD(       ) 3
 MF1447  NAD 27      -  41 24 54.04820(N)    088 27 21.09590(W) AD(       ) 3
 MF1447
 MF1447.Superseded values are not recommended for survey control.
 MF1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1447.See file dsdata.txt to determine how the superseded data were derived.
 MF1447
 MF1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7832485855(NAD 83)
 MF1447_MARKER: DS = TRIANGULATION STATION DISK
 MF1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1447_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MF1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1447+STABILITY: SURFACE MOTION
 MF1447
 MF1447  HISTORY     - Date     Condition        Report By
 MF1447  HISTORY     - 1959     MONUMENTED       CGS
 MF1447
 MF1447                          STATION DESCRIPTION
 MF1447
 MF1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1447'THE STATION IS ABOUT 4 MILES SOUTH OF LISBON AND IS IN THE
 MF1447'NORTHEAST ANGLE OF THE INTERSECTION OF A PAVED ROAD AND A
 MF1447'GRAVEL CROSSROAD AND IS ON ROAD RIGHT-OF-WAY.  THE MARK 69
 MF1447'FEET NORTHEAST OF THE INTERSECTION, 25 FEET NORTH OF THE
 MF1447'CENTER OF GRAVEL ROAD, 58 FEET NORTH OF POWER POLE NO. 754
 MF1447'AND 3 FEET EAST OF WITNESS POST.  THE MARK IS SET ABOUT 6
 MF1447'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 MF1447'JOHNSON 2 1959.
 MF1447'
 MF1447'TO REACH THE STATION FROM THE LISBON BRICK SCHOOL BUILDING
 MF1447'IN THE SOUTH EDGE OF LISBON, GO SOUTH ON PAVED ROAD FOR 2.3
 MF1447'MILES TO A CROSSROAD AND THE MAIN SURFACE ROAD BEARS LEFT.
 MF1447'BEAR LEFT AND GO SOUTHEAST ON SURFACED ROAD FOR 2.3 MILES
 MF1447'TO A GRAVEL CROSSROAD AND THE STATION ON THE LEFT.
 MF1447'
 MF1447'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 MF1447'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 MF1447'
 MF1447'REFERENCE MARK 1, IS 54 FEET SOUTH OF THE CENTER OF THE GRAVEL
 MF1447'ROAD, 31 FEET EAST OF THE CENTER OF THE PAVED ROAD, 24 FEET
 MF1447'SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE LINE.
 MF1447'THE MARK IS FLUSH AND THE DISK IS STAMPED JOHNSON NO 1 1956.
 MF1447'
 MF1447'REFERENCE MARK 2, IS 46 FEET NORTH OF THE INTERSECTION, 31 FEET
 MF1447'EAST OF THE CENTER OF THE PAVED ROAD AND 6 FEET NORTH OF A
 MF1447'TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1447'JOHNSON NO 2 1956.
 MF1447'
 MF1447'THE AZIMUTH MARK IS 27 FEET EAST OF A POWER POLE, 22 FEET
 MF1447'SOUTH OF THE INTERSECTION OF A GRAVEL ROAD AND A GRAVEL DRIVEWAY,
 MF1447'5 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A BARB
 MF1447'WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED JOHNSON
 MF1447'1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI3959 ***********************************************************************
 CI3959  DESIGNATION -  JOHNSON AZ MK
 CI3959  PID         -  CI3959
 CI3959  STATE/COUNTY-  IL/WAYNE
 CI3959  USGS QUAD   -  JOHNSONVILLE (1976)
 CI3959
 CI3959                         *CURRENT SURVEY CONTROL
 CI3959  ___________________________________________________________________
 CI3959* NAD 83(1997)-  38 31 49.50967(N)    088 33 14.27073(W)     ADJUSTED  
 CI3959* NAVD 88     -       155.2    (meters)     509.     (feet)  GPS OBS   
 CI3959  ___________________________________________________________________
 CI3959  X           -     126,077.712 (meters)                     COMP
 CI3959  Y           -  -4,994,472.787 (meters)                     COMP
 CI3959  Z           -   3,951,748.967 (meters)                     COMP
 CI3959  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CI3959  ELLIP HEIGHT-         124.36  (meters)          (05/30/05) GPS OBS
 CI3959  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 CI3959
 CI3959  HORZ ORDER  -  FIRST
 CI3959  ELLP ORDER  -  FOURTH    CLASS I
 CI3959
 CI3959.The horizontal coordinates were established by GPS observations
 CI3959.and adjusted by the National Geodetic Survey in May 2005..
 CI3959
 CI3959.The orthometric height was determined by GPS observations and a
 CI3959.high-resolution geoid model.
 CI3959
 CI3959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI3959
 CI3959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI3959
 CI3959.The ellipsoidal height was determined by GPS observations
 CI3959.and is referenced to NAD 83.
 CI3959
 CI3959.The geoid height was determined by GEOID03.
 CI3959
 CI3959;                    North         East     Units Scale Factor Converg.
 CI3959;SPC IL E     -   206,873.799   280,762.336   MT  0.99997956   -0 08 14.8
 CI3959;SPC IL E     -   678,718.46    921,134.43   sFT  0.99997956   -0 08 14.8
 CI3959;UTM  16      - 4,265,813.176   364,550.886   MT  0.99982593   -0 58 05.4
 CI3959
 CI3959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI3959!SPC IL E     -   0.99998049  x   0.99997956  =   0.99996005
 CI3959!UTM  16      -   0.99998049  x   0.99982593  =   0.99980642
 CI3959
 CI3959                          SUPERSEDED SURVEY CONTROL
 CI3959
 CI3959.No superseded survey control is available for this station.
 CI3959
 CI3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6455165813(NAD 83)
 CI3959_MARKER: DD = SURVEY DISK
 CI3959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI3959_STAMPING: JOHNSON 1961
 CI3959_PROJECTION: FLUSH
 CI3959_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI3959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI3959+STABILITY: SURFACE MOTION
 CI3959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI3959+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 CI3959
 CI3959  HISTORY     - Date     Condition        Report By
 CI3959  HISTORY     - 1961     MONUMENTED       CGS
 CI3959  HISTORY     - 20040630 GOOD             ILDT
 CI3959
 CI3959                          STATION DESCRIPTION
 CI3959
 CI3959'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RLS)
 CI3959'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1446 ***********************************************************************
 KB1446  DESIGNATION -  JOHNSON RESET
 KB1446  PID         -  KB1446
 KB1446  STATE/COUNTY-  IL/MACOUPIN
 KB1446  USGS QUAD   -  GILLESPIE NORTH (1974)
 KB1446
 KB1446                         *CURRENT SURVEY CONTROL
 KB1446  ___________________________________________________________________
 KB1446* NAD 83(1997)-  39 10 25.22966(N)    089 48 45.09969(W)     ADJUSTED  
 KB1446* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 KB1446  ___________________________________________________________________
 KB1446  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 KB1446  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KB1446
 KB1446  HORZ ORDER  -  FIRST
 KB1446
 KB1446.The horizontal coordinates were established by classical geodetic methods
 KB1446.and adjusted by the National Geodetic Survey in October 1999..
 KB1446
 KB1446.The orthometric height was scaled from a topographic map.
 KB1446
 KB1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1446
 KB1446.The geoid height was determined by GEOID03.
 KB1446
 KB1446;                    North         East     Units Scale Factor Converg.
 KB1446;SPC IL W     -   278,308.778   730,600.887   MT  0.99995270   +0 13 25.3
 KB1446;SPC IL W     -   913,084.72  2,396,979.74   sFT  0.99995270   +0 13 25.3
 KB1446;UTM  16      - 4,339,818.310   257,034.880   MT  1.00032692   -1 46 38.9
 KB1446
 KB1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1446!SPC IL W     -   0.99997325  x   0.99995270  =   0.99992595
 KB1446!UTM  16      -   0.99997325  x   1.00032692  =   1.00030016
 KB1446
 KB1446:                Primary Azimuth Mark                     Grid Az
 KB1446:SPC IL W     -  STANDARD CITY OIL CO STACK               007 34 52.2
 KB1446:UTM  16      -  STANDARD CITY OIL CO STACK               009 34 56.4
 KB1446
 KB1446|---------------------------------------------------------------------|
 KB1446| PID    Reference Object                     Distance      Geod. Az  |
 KB1446|                                                           dddmmss.s |
 KB1446| KB1461 STANDARD CITY OIL CO STACK          APPROX.18.5 KM 0074817.5 |
 KB1446| CI7602 JOHNSON AZ MK                                      0815143.7 |
 KB1446| KB1443 LITCHFIELD MUNICIPAL TANK           APPROX.14.0 KM 0891554.3 |
 KB1446| KB1442 LITCHFIELD BROWN SHOE CO TK         APPROX.13.7 KM 0894212.8 |
 KB1446| KB1441 LITCHFIELD BROWN SHOE CO STK        APPROX.13.7 KM 0894817.7 |
 KB1446| KB1440 LITCHFIELD CATH CHURCH SPIRE        APPROX.13.6 KM 0903225.2 |
 KB1446| KB1444 LITCHFIELD AMER RADIATOR STK        APPROX.14.8 KM 0911033.2 |
 KB1446| KB1453 CONSOLIDATED COAL MINE 15 STK       APPROX.12.3 KM 1595759.7 |
 KB1446| KB1457 SUPERIOR COAL CO MINE 1 STK         APPROX. 7.3 KM 1630800.0 |
 KB1446| KB1449 SUPERIOR COAL CO MINE 3 STK         APPROX. 8.3 KM 1892032.1 |
 KB1446| CI7603 JOHNSON RM 1                         49.710 METERS 18955     |
 KB1446| CI7605 JOHNSON RM 3                         49.618 METERS 19002     |
 KB1446| KB1445 GILLESPIE MUNICIPAL TANK            APPROX. 4.3 KM 1925327.3 |
 KB1446| KB1450 SUPERIOR COAL CO MINE 4 STK         APPROX.12.7 KM 1964737.4 |
 KB1446| KB1447 GILLESPIE ATT MICROWAVE TOWER       APPROX. 5.1 KM 1980959.6 |
 KB1446| CI7607 JOHNSON RM 5                        423.616 METERS 2782725.2 |
 KB1446| CI7606 JOHNSON RM 4                         34.793 METERS 31238     |
 KB1446| CI7604 JOHNSON RM 2                         34.796 METERS 31240     |
 KB1446|---------------------------------------------------------------------|
 KB1446
 KB1446                          SUPERSEDED SURVEY CONTROL
 KB1446
 KB1446  NAD 83(1986)-  39 10 25.23671(N)    089 48 45.08914(W) AD(       ) 1
 KB1446  NAD 27      -  39 10 25.06800(N)    089 48 44.74100(W) AD(       ) 1
 KB1446
 KB1446.Superseded values are not recommended for survey control.
 KB1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1446.See file dsdata.txt to determine how the superseded data were derived.
 KB1446
 KB1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5703539818(NAD 83)
 KB1446_MARKER: DS = TRIANGULATION STATION DISK
 KB1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1446_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1446
 KB1446  HISTORY     - Date     Condition        Report By
 KB1446  HISTORY     - 1934     MONUMENTED       CGS
 KB1446  HISTORY     - 1974     SEE DESCRIPTION  NGS
 KB1446
 KB1446                          STATION DESCRIPTION
 KB1446
 KB1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KB1446'ON THE EAST SIDE OF STATE HIGHWAY 4, 3.5 MILES NORTH OF GILLESPIE, IN
 KB1446'AN ORCHARD OWNED BY HARRY V. GEHM, WHOSE FARM BUILDINGS ARE IN
 KB1446'THE SOUTHEAST ANGLE OF A CROSS ROAD - STATE HIGHWAY 4 AND AN
 KB1446'EAST-WEST DIRT ROAD - 58.5 FEET EAST OF THE CENTER LINE OF STATE
 KB1446'HIGHWAY 4, 136 FEET EAST OF THE NORTHEAST CORNER OF THE HONEY CREEK
 KB1446'BAPTIST CHURCH, 68.5 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 KB1446'THE ORCHARD, AND PROJECTS 6 INCHES.
 KB1446'
 KB1446'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KB1446'DISKS SET IN CONCRETE.
 KB1446'
 KB1446'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, IN THE EAST
 KB1446'RIGHT-OF-WAY FENCE OF STATE HIGHWAY 4, 57 FEET NORTH OF THE
 KB1446'SOUTHWEST CORNER OF THE ORCHARD, 244.50 FEET SOUTH-SOUTHEAST OF
 KB1446'REFERENCE MARK NO. 2, AND PROJECTS 7 INCHES.  REFERENCE MARK
 KB1446'NO 2 IS NORTHWEST OF THE STATION, IN THE WEST RIGHT-OF-WAY FENCE OF
 KB1446'STATE HIGHWAY 4, 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KB1446'CHURCH, AND PROJECTS 8 INCHES.
 KB1446'
 KB1446'AZIMUTH MARK IS EAST OF THE STATION, IN THE NORTH RIGHT-OF-WAY FENCE
 KB1446'OF THE EAST-WEST ROAD, 20 FEET EAST OF A DRIVEWAY LEADING
 KB1446'IN TO THE FIRST FARM BUILDINGS ON THE NORTH SIDE OF THE ROAD, EAST OF
 KB1446'THE CROSSROADS, AND PROJECTS 3 INCHES.
 KB1446'
 KB1446'113-FOOT LIGHT ABOVE LITCHFIELD IS VISIBLE AT 53 FEET.
 KB1446'
 KB1446'100-FOOT LIGHT ABOVE MOUNT OLIVE IS VISIBLE AT 50 FEET.
 KB1446'
 KB1446'113-FOOT LIGHT ABOVE STAUNTON IS VISIBLE AT 60 FEET.
 KB1446'
 KB1446'100-FOOT LIGHT ABOVE GILLESPIE IS VISIBLE AT 25 FEET.
 KB1446'
 KB1446'100-FOOT LIGHT ABOVE BAUER IS VISIBLE AT 18 FEET.
 KB1446'
 KB1446'87-FOOT LIGHT ABOVE KELSEY IS VISIBLE AT 77 FEET.
 KB1446'
 KB1446'113-FOOT LIGHT ABOVE RHODES IS VISIBLE AT 64 FEET.
 KB1446'
 KB1446'113-FOOT LIGHT ABOVE CARLINVILLE IS VISIBLE AT 32 FEET.
 KB1446'
 KB1446'113-FOOT LIGHT ABOVE KASTEN IS VISIBLE AT 45 FEET.
 KB1446
 KB1446                          STATION RECOVERY (1974)
 KB1446
 KB1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KB1446'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE FOUND IN
 KB1446'GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND IN A CULTIVATED
 KB1446'FIELD, DISTURBED AND WAS LOWERED AT THE REQUEST OF THE PROPERTY
 KB1446'OWNER HOLDING THE UNDERGROUND POINT.  BOTH REFERENCE MARKS WERE
 KB1446'FOUND WITH THE VERY TOP PORTION BROKEN OFF AND NEW DISKS (REFERENCE
 KB1446'MARKS 3 AND 4) WERE SET IN THE POST.  THE LINE OF SIGHT TO THE
 KB1446'AZIMUTH MARK IS OBSTRUCTED BY METAL BUILDINGS AND A NEW AZIMUTH
 KB1446'MARK REFERENCE MARK 5 WAS SET.  A NEW AND COMPLETE DESCRIPTION
 KB1446'FOLLOWS--
 KB1446'
 KB1446'THE STATION IS LOCATED IN A CULTIVATED FIELD OWNED BY MR. CARL
 KB1446'OLIVE, 61 FEET SOUTHEAST OF A 24 INCH COTTONWOOD TREE, 262 FEET
 KB1446'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 104 FEET SOUTHWEST OF A 30
 KB1446'INCH MAPLE TREE AND FENCE CORNER, 66 FEET WEST SOUTHWEST OF A 24
 KB1446'INCH YELLOW CHERRY TREE AND 57 FEET EAST OF THE CENTERLINE OF
 KB1446'STATE HIGHWAY 4.  THE MONUMENT IS 30 INCHES UNDERGROUND AND
 KB1446'THE DISK IS STAMPED JOHNSON 1934 1974.
 KB1446'
 KB1446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 4
 KB1446'AT THE WEST EDGE OF THE MAIN STREET AT GILLESPIE, GO NORTH ON
 KB1446'HIGHWAY 4 FOR 3.5 MILES TO THE STATION ON THE RIGHT.
 KB1446'
 KB1446'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 KB1446'HIGHWAY FOR 0.05 MILE TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST
 KB1446'ON PAVED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KB1446'
 KB1446'REFERENCE MARK 3 IS 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 KB1446'1 FOOT NORTH OF A METAL WITNESS POST AND 56 FEET SOUTH OF A
 KB1446'TELEPHONE POLE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KB1446'STAMPED JOHNSON 1934 NO 3 1974.
 KB1446'
 KB1446'REFERENCE MARK 4 IS 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KB1446'22 FEET SOUTH OF THE CENTERLINE OF AN ENTRANCE DRIVE, 41 FEET NORTH
 KB1446'OF A TELEPHONE POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 KB1446'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED JOHNSON 1934
 KB1446'NO 4 1974.
 KB1446'
 KB1446'THE AZIMUTH MARK (REFERENCE MARK 5) IS 17 FEET WEST OF A TELEPHONE
 KB1446'POLE, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF
 KB1446'A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT
 KB1446'PROJECTS 5 INCHES AND THE DISK IS STAMPED JOHNSON AZ 1934 NO 5
 KB1446'1974.
 KB1446'
 KB1446'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KB1446'NORTH OF GILLESPIE.
 KB1446'
 KB1446'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI7607 ***********************************************************************
 CI7607  DESIGNATION -  JOHNSON RM 5
 CI7607  PID         -  CI7607
 CI7607  STATE/COUNTY-  IL/MACOUPIN
 CI7607  USGS QUAD   -  GILLESPIE NORTH (1974)
 CI7607
 CI7607                         *CURRENT SURVEY CONTROL
 CI7607  ___________________________________________________________________
 CI7607* NAD 83(1997)-  39 10 27.24950(N)    089 49 02.55571(W)     ADJUSTED  
 CI7607* NAVD 88     -       199.2    (meters)     654.     (feet)  GPS OBS   
 CI7607  ___________________________________________________________________
 CI7607  X           -      15,781.525 (meters)                     COMP
 CI7607  Y           -  -4,951,236.437 (meters)                     COMP
 CI7607  Z           -   4,007,437.011 (meters)                     COMP
 CI7607  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CI7607  ELLIP HEIGHT-         167.88  (meters)          (12/06/04) GPS OBS
 CI7607  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 CI7607
 CI7607  HORZ ORDER  -  FIRST
 CI7607  ELLP ORDER  -  FOURTH    CLASS I
 CI7607
 CI7607.The horizontal coordinates were established by GPS observations
 CI7607.and adjusted by the WOOLPERT CONSULTANTS in March 2004..
 CI7607
 CI7607.The orthometric height was determined by GPS observations and a
 CI7607.high-resolution geoid model.
 CI7607
 CI7607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI7607
 CI7607.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI7607
 CI7607.The ellipsoidal height was determined by GPS observations
 CI7607.and is referenced to NAD 83.
 CI7607
 CI7607.The geoid height was determined by GEOID03.
 CI7607
 CI7607;                    North         East     Units Scale Factor Converg.
 CI7607;SPC IL W     -   278,369.439   730,181.657   MT  0.99995239   +0 13 14.3
 CI7607;SPC IL W     -   913,283.73  2,395,604.32   sFT  0.99995239   +0 13 14.3
 CI7607;UTM  16      - 4,339,893.602   256,617.867   MT  1.00032942   -1 46 50.0
 CI7607
 CI7607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI7607!SPC IL W     -   0.99997366  x   0.99995239  =   0.99992605
 CI7607!UTM  16      -   0.99997366  x   1.00032942  =   1.00030307
 CI7607
 CI7607                          SUPERSEDED SURVEY CONTROL
 CI7607
 CI7607  ELLIP H (03/22/04)  167.90   (m)                       GP(       ) 3 1
 CI7607
 CI7607.Superseded values are not recommended for survey control.
 CI7607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CI7607.See file dsdata.txt to determine how the superseded data were derived.
 CI7607
 CI7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5661839894(NAD 83)
 CI7607_MARKER: DR = REFERENCE MARK DISK
 CI7607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI7607_STAMPING: JOHNSON RM 5
 CI7607_MARK LOGO: NGS   
 CI7607_PROJECTION: RECESSED 1 CENTIMETERS
 CI7607_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI7607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI7607+STABILITY: SURFACE MOTION
 CI7607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI7607+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 CI7607
 CI7607  HISTORY     - Date     Condition        Report By
 CI7607  HISTORY     - 1974     MONUMENTED       NGS
 CI7607  HISTORY     - 20040121 GOOD             WOOLPT
 CI7607
 CI7607                          STATION DESCRIPTION
 CI7607
 CI7607'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 CI7607'THIS STATION IS LOCATED APPROXIMATELY 8.75 MI WEST OF THE CITY
 CI7607'FLITCHFIELD, 8.10 MI SOUTH-SOUTHEAST OF THE CITY OF CARLINVILLEAND
 CI7607'3.10 MI NORTH OF THE CITY OF GILLESPIE, ON THE SOUTH SIDE OFHONEY
 CI7607'CREEK ROAD.
 CI7607' 
 CI7607'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 16 WITHSTATE
 CI7607'HIGHWAY 4 (INTERSECTION OF ELM STREET AND SPRINGFIELDROAD), ON THE
 CI7607'NORTHEAST SIDE OF GILLESPIE, GO NORTH 2.75 MI ONHIGHWAY 4 TO THE
 CI7607'JUNCTION OF HIGHWAY 4 WITH HONEY CREEK ROAD,TURN LEFT AND GO WEST 0.25
 CI7607'MI ON HONEY CREEK ROAD TO THE STATIONON THE LEFT. THE STATION IS A
 CI7607'STANDARD BRONZE CGS REFERENCE MARKDISK STAMPED --JOHNSON 1934 NO 5
 CI7607'1974-- SET INTO THE TOP OF A12-INCH DIAMETER CONCRETE MONUMENT
 CI7607'RECESSED 1 CM BELOW GROUND.
 CI7607' 
 CI7607'THE STATION IS APPROXIMATELY 82 M (270 FT) SOUTHWEST OF ATELEPHONE
 CI7607'PEDESTAL, 8.1 M (26.5 FT) SOUTH OF THE CENTERLINE OFHONEY CREEK ROAD,
 CI7607'5.2 M (17.2 FT) SOUTH OF THE SOUTH EDGE OFHONEY CREEK ROAD, 5.2 M
 CI7607'(17.0 FT) WEST OF A UTILITY POLE,APPROXIMATELY 1 M (3.3 FT) NORTH OF
 CI7607'THE NORTH EDGE OF ACULTIVATED FIELD AND 0.3 M (1 FOOT) NORTH OF METAL
 CI7607'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1718 ***********************************************************************
 JB1718  DESIGNATION -  JOHNSONVILLE RAD KSB 781 MAST
 JB1718  PID         -  JB1718
 JB1718  STATE/COUNTY-  IL/WAYNE
 JB1718  USGS QUAD   -  CRISP (1973)
 JB1718
 JB1718                         *CURRENT SURVEY CONTROL
 JB1718  ___________________________________________________________________
 JB1718* NAD 83(1997)-  38 29 12.64681(N)    088 33 10.61750(W)     ADJUSTED  
 JB1718* NAVD 88     -                                                        
 JB1718  ___________________________________________________________________
 JB1718  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 JB1718  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JB1718
 JB1718  HORZ ORDER  -  THIRD
 JB1718
 JB1718.The horizontal coordinates were established by classical geodetic methods
 JB1718.and adjusted by the National Geodetic Survey in October 1999..
 JB1718
 JB1718
 JB1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1718
 JB1718.The geoid height was determined by GEOID03.
 JB1718
 JB1718;                    North         East     Units Scale Factor Converg.
 JB1718;SPC IL E     -   202,036.828   280,839.276   MT  0.99997952   -0 08 12.0
 JB1718;SPC IL E     -   662,849.16    921,386.86   sFT  0.99997952   -0 08 12.0
 JB1718;UTM  16      - 4,260,976.342   364,557.722   MT  0.99982591   -0 57 59.8
 JB1718
 JB1718                          SUPERSEDED SURVEY CONTROL
 JB1718
 JB1718  NAD 83(1997)-  38 29 12.66016(N)    088 33 10.61592(W) AD(       ) 4
 JB1718  NAD 83(1986)-  38 29 12.66040(N)    088 33 10.61567(W) AD(       ) 4
 JB1718  NAD 27      -  38 29 12.48720(N)    088 33 10.42758(W) AD(       ) 3
 JB1718
 JB1718.Superseded values are not recommended for survey control.
 JB1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1718.See file dsdata.txt to determine how the superseded data were derived.
 JB1718
 JB1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6455860976(NAD 83)
 JB1718_MARKER: 42 = RADIO/TV MAST
 JB1718
 JB1718  HISTORY     - Date     Condition        Report By
 JB1718  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1718
 JB1718                          STATION DESCRIPTION
 JB1718
 JB1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1718'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT 2
 JB1718'MILES SOUTH AND
 JB1718'0.75 MILE WEST OF JOHNSONVILLE AND OWNED BY THE
 JB1718'TRUNKLINE GAS COMPANY.  IS IS A
 JB1718'GUYED STEEL STRUCTURE PAINTED
 JB1718'ALTERNATELY IN SECTIONS OF INTERNATIONAL RED AND
 JB1718'WHITE.  THE OVERALL
 JB1718'HEIGHT IS 312 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1631 ***********************************************************************
 HB1631  DESIGNATION -  JOHNSTON CITY MUNICIPAL TANK
 HB1631  PID         -  HB1631
 HB1631  STATE/COUNTY-  IL/WILLIAMSON
 HB1631  USGS QUAD   -  JOHNSTON CITY (1976)
 HB1631
 HB1631                         *CURRENT SURVEY CONTROL
 HB1631  ___________________________________________________________________
 HB1631* NAD 83(1997)-  37 49 09.57017(N)    088 54 53.88779(W)     ADJUSTED  
 HB1631* NAVD 88     -                                                        
 HB1631  ___________________________________________________________________
 HB1631  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HB1631  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HB1631
 HB1631  HORZ ORDER  -  THIRD
 HB1631
 HB1631.The horizontal coordinates were established by classical geodetic methods
 HB1631.and adjusted by the National Geodetic Survey in October 1999..
 HB1631
 HB1631
 HB1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1631
 HB1631.The geoid height was determined by GEOID03.
 HB1631
 HB1631;                    North         East     Units Scale Factor Converg.
 HB1631;SPC IL E     -   128,080.765   248,789.501   MT  1.00000729   -0 21 23.9
 HB1631;SPC IL E     -   420,211.64    816,236.89   sFT  1.00000729   -0 21 23.9
 HB1631;UTM  16      - 4,187,496.533   331,451.340   MT  0.99994991   -1 10 28.1
 HB1631
 HB1631                          SUPERSEDED SURVEY CONTROL
 HB1631
 HB1631  NAD 83(1997)-  37 49 09.58017(N)    088 54 53.88765(W) AD(       ) 4
 HB1631  NAD 83(1986)-  37 49 09.58257(N)    088 54 53.88986(W) AD(       ) 4
 HB1631  NAD 27      -  37 49 09.40369(N)    088 54 53.64215(W) AD(       ) 3
 HB1631
 HB1631.Superseded values are not recommended for survey control.
 HB1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1631.See file dsdata.txt to determine how the superseded data were derived.
 HB1631
 HB1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3145187497(NAD 83)
 HB1631_MARKER: 53 = ELEVATED TANK
 HB1631
 HB1631  HISTORY     - Date     Condition        Report By
 HB1631  HISTORY     - 1960     FIRST OBSERVED   CGS
 HB1631  HISTORY     - 1962     GOOD             CGS
 HB1631
 HB1631                          STATION DESCRIPTION
 HB1631
 HB1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1631'THE STATION IS THE CENTER OF THE TOP OF THE TANK LOCATED ABOUT 1/2
 HB1631'MILE EAST OF JOHNSTON CITY.  IT IS A FOUR LEGGED STEEL STRUCTURE
 HB1631'PAINTED SILVER WITH AN OVERALL HEIGHT OF 150 FEET.
 HB1631
 HB1631                          STATION RECOVERY (1962)
 HB1631
 HB1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 HB1631'THE STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1754 ***********************************************************************
 MF1754  DESIGNATION -  JOLIET
 MF1754  PID         -  MF1754
 MF1754  STATE/COUNTY-  IL/WILL
 MF1754  USGS QUAD   -  JOLIET (1993)
 MF1754
 MF1754                         *CURRENT SURVEY CONTROL
 MF1754  ___________________________________________________________________
 MF1754* NAD 83(1997)-  41 31 23.46502(N)    088 06 37.53042(W)     ADJUSTED  
 MF1754* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 MF1754  ___________________________________________________________________
 MF1754  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MF1754  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF1754
 MF1754  HORZ ORDER  -  FIRST
 MF1754
 MF1754.The horizontal coordinates were established by classical geodetic methods
 MF1754.and adjusted by the National Geodetic Survey in October 1999..
 MF1754
 MF1754.The orthometric height was scaled from a topographic map.
 MF1754
 MF1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1754
 MF1754.The geoid height was determined by GEOID03.
 MF1754
 MF1754;                    North         East     Units Scale Factor Converg.
 MF1754;SPC IL E     -   539,168.693   318,604.883   MT  0.99997926   +0 08 52.0
 MF1754;SPC IL E     - 1,768,922.62  1,045,289.52   sFT  0.99997926   +0 08 52.0
 MF1754;UTM  16      - 4,597,433.371   407,353.192   MT  0.99970563   -0 44 10.2
 MF1754
 MF1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1754!SPC IL E     -   0.99997384  x   0.99997926  =   0.99995310
 MF1754!UTM  16      -   0.99997384  x   0.99970563  =   0.99967948
 MF1754
 MF1754:                Primary Azimuth Mark                     Grid Az
 MF1754:SPC IL E     -  JOLIET ILL ST PENITENTIARY TK            010 01 58.0
 MF1754:UTM  16      -  JOLIET ILL ST PENITENTIARY TK            010 55 00.2
 MF1754
 MF1754|---------------------------------------------------------------------|
 MF1754| PID    Reference Object                     Distance      Geod. Az  |
 MF1754|                                                           dddmmss.s |
 MF1754| MF1338 JOLIET ILL ST PENITENTIARY TK       APPROX. 6.3 KM 0101050.0 |
 MF1754| MF1343 JOLIET ILL ST PENITENTIARY STK      APPROX. 6.3 KM 0105206.9 |
 MF1754| MF1339 JOLIET MUNICIPAL TANK               APPROX. 0.8 KM 0563523.8 |
 MF1754| MF1348 JOLIET COUNTY COURTHOUSE DOME       APPROX. 2.4 KM 0855235.6 |
 MF1754| CI7612 JOLIET RM 1                          30.218 METERS 15440     |
 MF1754| MF1342 JOLIET AM STEEL WIRE CO STK         APPROX. 2.1 KM 1825043.7 |
 MF1754| MF1349 JOLIET AMERICAN CAN CO TANK         APPROX. 2.3 KM 2002936.3 |
 MF1754| MF1435 MINOOKA MUNICIPAL TANK              APPROX.14.7 KM 2392656.0 |
 MF1754| MF1433 MINOOKA CHURCH SPIRE                APPROX.14.9 KM 2401303.2 |
 MF1754| CI7613 JOLIET RM 2                          89.307 METERS 24950     |
 MF1754| MF1357 MINOOKA                             APPROX.11.5 KM 2643631.7 |
 MF1754| MF1351 PLAINFIELD WHITE WATER TANK         APPROX.12.3 KM 3195752.9 |
 MF1754|---------------------------------------------------------------------|
 MF1754
 MF1754                          SUPERSEDED SURVEY CONTROL
 MF1754
 MF1754  NAD 83(1997)-  41 31 23.46544(N)    088 06 37.53057(W) AD(       ) 1
 MF1754  NAD 83(1986)-  41 31 23.46660(N)    088 06 37.54188(W) AD(       ) 1
 MF1754  NAD 27      -  41 31 23.35400(N)    088 06 37.32500(W) AD(       ) 1
 MF1754
 MF1754.Superseded values are not recommended for survey control.
 MF1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1754.See file dsdata.txt to determine how the superseded data were derived.
 MF1754
 MF1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0735397433(NAD 83)
 MF1754_MARKER: DS = TRIANGULATION STATION DISK
 MF1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1754
 MF1754  HISTORY     - Date     Condition        Report By
 MF1754  HISTORY     - 1930     MONUMENTED       CGS
 MF1754  HISTORY     - 1944     GOOD             CGS
 MF1754  HISTORY     - 1954     SEE DESCRIPTION  CGS
 MF1754
 MF1754                          STATION DESCRIPTION
 MF1754
 MF1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF1754'STATION IS ABOUT 1 MILE W OF THE CENTER OF JOLIET, ON THE
 MF1754'N SIDE OF THE JOLIET-TROY ROAD, IN THE SW CORNER OF THE
 MF1754'DISTRICT SCHOOL GROUNDS, ABOUT 100 PACES TO THE SW OF THE
 MF1754'SCHOOL BUILDING AND 58 FEET N OF THE CENTER OF THE PAVEMENT.
 MF1754'THE JOLIET FLORIST GREENHOUSE IS JUST TO THE NORTHWARD OF
 MF1754'THE SCHOOLHOUSE.  THE STATION IS ABOUT 30 METERS NE OF A
 MF1754'HOUSE NUMBERED 1402, WHICH IS ON S SIDE OF THE ROAD.
 MF1754'THE MARK IS 1 FOOT BELOW THE SURFACE.
 MF1754'
 MF1754'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1754'DISKS SET IN CONCRETE.
 MF1754'
 MF1754'REFERENCE MARK NO. 1, IS ON S SIDE OF THE PAVEMENT OPPOSITE
 MF1754'THE SW CORNER OF THE SCHOOL GROUNDS, 33 FEET S OF THE CENTER
 MF1754'OF THE PAVEMENT, 2 FEET W OF A 6-FOOT BRICK COLUMN USED TO
 MF1754'MARK A SUBDIVISION, AND 24 FEET E OF A DIRT ROAD LEADING
 MF1754'S.  IT IS ABOUT 30 METERS E OF HOUSE NO. 1402.  REFERENCE
 MF1754'MARK NO. 2 IS ABOUT 150 METERS W OF A SCHOOLHOUSE ON S SIDE
 MF1754'OF PAVEMENT, 33 FEET S OF CENTER AND ABOUT 8 FEET E OF A
 MF1754'LARGE TREE.  IT IS ABOUT 175 FEET W OF HOUSE NO. 1402.
 MF1754'
 MF1754'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF1754
 MF1754                          STATION RECOVERY (1944)
 MF1754
 MF1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1754'STATION WAS RECOVERED AS DESCRIBED BY F.L.G. IN 1930.  THE
 MF1754'SCHOOLHOUSE MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE
 MF1754'AND REFERENCE MARK 2 COULD NOT BE FOUND.  IT IS BELIEVED TO
 MF1754'HAVE BEEN DESTROYED.  A NEW REFERENCE MARK, NO. 3, AND AN
 MF1754'AZIMUTH MARK, BRONZE DISKS SET IN CONCRETE, WERE ESTABLISHED
 MF1754'BY THIS PARTY.  THIS REFERENCE MARK 3 WAS OCCUPIED AT THIS
 MF1754'TIME SINCE THE STATION MARK IS LOCATED SO NEAR CATHERINE
 MF1754'STREET THAT A STEEL TOWER COULD NOT BE ERECTED WITH SAFETY.
 MF1754'
 MF1754'STATION IS IN THE NE ANGLE OF THE INTERSECTION OF CATHERINE
 MF1754'STREET AND U.S. HIGHWAY 52 (JEFFERSON STREET).  IT IS 58
 MF1754'FEET N OF JEFFERSON STREET AND 15 FEET E OF CATHERINE STREET.
 MF1754'THE DISK IS STAMPED JOLIET 1930 AND PROJECTS ABOUT 12 INCHES.
 MF1754'
 MF1754'REFERENCE MARK 1 IS 99.16 FEET SSE OF THE STATION.  IT IS STAMPED
 MF1754'JOLIET NO 1 1930.
 MF1754'
 MF1754'REFERENCE MARK 3 IS 55 FEET N OF THE APPROXIMATE CENTER LINE
 MF1754'OF JEFFERSON STREET AND 61 FEET E OF THE CENTER LINE OF
 MF1754'CATHERINE STREET.  IT IS STAMPED JOLIET NO 3 1944 AND IS
 MF1754'FLUSH WITH THE GROUND.
 MF1754'
 MF1754'AZIMUTH MARK IS AT THE SE ANGLE OF THE INTERSECTION OF MORGAN
 MF1754'AND REEDWOOD STREETS AND 2 FEET N OF THE STREET SIGNPOST.
 MF1754'IT IS STAMPED JOLIET 1944.
 MF1754'
 MF1754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 MF1754'66 AND 52 IN JOLIET, GO W ON HIGHWAY 52 (JEFFERSON STREET) FOR
 MF1754'1.6 MILES TO THE JUNCTION OF CATHERINE STREET AND STATION
 MF1754'ON THE RIGHT.
 MF1754'
 MF1754'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON JEFFERSON
 MF1754'STREET FOR ABOUT 0.1 MILE TO REEDWOOD STREET.  TURN LEFT
 MF1754'AND GO S FOR 0.35 MILE TO MORGAN STREET AND THE MARK ON
 MF1754'THE LEFT.
 MF1754'
 MF1754'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MF1754
 MF1754                          STATION RECOVERY (1954)
 MF1754
 MF1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LBO)
 MF1754'STATION MARK OR REFERENCE MARK NO. 3 1944 COULD NOT BE RECOVERED.
 MF1754'A SHOPPING CENTER HAS BEEN BUILT UP IN THE IMMEDIATE VICINITY
 MF1754'SINCE 1944 AND THE AREA IS NOW SURFACED AND USED AS A PARKING
 MF1754'LOT.  ACCORDING TO LOCAL INFORMATION THE STATION MARK AND
 MF1754'R.M. 3 HAVE BEEN DESTROYED.  R.M. 1 AND R.M. 2 WERE RECOVERED
 MF1754'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 MF1754'
 MF1754'NOTE--A LETTER FROM W.N. MARTIN DATED 4/20/56 STATES THAT
 MF1754'ONLY R.M. 2 WAS FOUND AND IT WAS IMPOSSIBLE TO BUILD IN
 MF1754'THE VICINITY.  A NEW STATION PERSHING 1956 WAS ESTABLISHED
 MF1754'1/4 MILE WEST AND 1/4 MILE NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1342 ***********************************************************************
 MF1342  DESIGNATION -  JOLIET AM STEEL WIRE CO STK
 MF1342  PID         -  MF1342
 MF1342  STATE/COUNTY-  IL/WILL
 MF1342  USGS QUAD   -  JOLIET (1993)
 MF1342
 MF1342                         *CURRENT SURVEY CONTROL
 MF1342  ___________________________________________________________________
 MF1342* NAD 83(1997)-  41 30 15.74375(N)    088 06 42.00805(W)     ADJUSTED  
 MF1342* NAVD 88     -                                                        
 MF1342  ___________________________________________________________________
 MF1342  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 MF1342  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF1342
 MF1342  HORZ ORDER  -  THIRD
 MF1342
 MF1342.The horizontal coordinates were established by classical geodetic methods
 MF1342.and adjusted by the National Geodetic Survey in October 1999..
 MF1342
 MF1342
 MF1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1342
 MF1342.The geoid height was determined by GEOID03.
 MF1342
 MF1342;                    North         East     Units Scale Factor Converg.
 MF1342;SPC IL E     -   537,079.203   318,506.429   MT  0.99997921   +0 08 48.8
 MF1342;SPC IL E     - 1,762,067.35  1,044,966.51   sFT  0.99997921   +0 08 48.8
 MF1342;UTM  16      - 4,595,346.219   407,222.556   MT  0.99970593   -0 44 12.2
 MF1342
 MF1342                          SUPERSEDED SURVEY CONTROL
 MF1342
 MF1342  NAD 83(1997)-  41 30 15.74401(N)    088 06 42.00825(W) AD(       ) 4
 MF1342  NAD 83(1986)-  41 30 15.74540(N)    088 06 42.01927(W) AD(       ) 4
 MF1342  NAD 27      -  41 30 15.62900(N)    088 06 41.77800(W) AD(       ) 3
 MF1342
 MF1342.Superseded values are not recommended for survey control.
 MF1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1342.See file dsdata.txt to determine how the superseded data were derived.
 MF1342
 MF1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0722395346(NAD 83)
 MF1342_MARKER: 63 = STACK
 MF1342
 MF1342  HISTORY     - Date     Condition        Report By
 MF1342  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1342
 MF1342                          STATION DESCRIPTION
 MF1342
 MF1342'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1349 ***********************************************************************
 MF1349  DESIGNATION -  JOLIET AMERICAN CAN CO TANK
 MF1349  PID         -  MF1349
 MF1349  STATE/COUNTY-  IL/WILL
 MF1349  USGS QUAD   -  JOLIET (1993)
 MF1349
 MF1349                         *CURRENT SURVEY CONTROL
 MF1349  ___________________________________________________________________
 MF1349* NAD 83(1997)-  41 30 14.93764(N)    088 07 11.60063(W)     ADJUSTED  
 MF1349* NAVD 88     -                                                        
 MF1349  ___________________________________________________________________
 MF1349  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 MF1349  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF1349
 MF1349  HORZ ORDER  -  THIRD
 MF1349
 MF1349.The horizontal coordinates were established by classical geodetic methods
 MF1349.and adjusted by the National Geodetic Survey in October 1999..
 MF1349
 MF1349
 MF1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1349
 MF1349.The geoid height was determined by GEOID03.
 MF1349
 MF1349;                    North         East     Units Scale Factor Converg.
 MF1349;SPC IL E     -   537,052.607   317,820.201   MT  0.99997891   +0 08 29.2
 MF1349;SPC IL E     - 1,761,980.09  1,042,715.11   sFT  0.99997891   +0 08 29.2
 MF1349;UTM  16      - 4,595,330.214   406,536.186   MT  0.99970750   -0 44 31.8
 MF1349
 MF1349                          SUPERSEDED SURVEY CONTROL
 MF1349
 MF1349  NAD 83(1997)-  41 30 14.93795(N)    088 07 11.60088(W) AD(       ) 4
 MF1349  NAD 83(1986)-  41 30 14.93928(N)    088 07 11.61186(W) AD(       ) 4
 MF1349  NAD 27      -  41 30 14.82000(N)    088 07 11.37000(W) AD(       ) 3
 MF1349
 MF1349.Superseded values are not recommended for survey control.
 MF1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1349.See file dsdata.txt to determine how the superseded data were derived.
 MF1349
 MF1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0653695330(NAD 83)
 MF1349_MARKER: 53 = ELEVATED TANK
 MF1349
 MF1349  HISTORY     - Date     Condition        Report By
 MF1349  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1349  HISTORY     - 1956     GOOD             CGS
 MF1349  HISTORY     - 1976     GOOD             ALSTER
 MF1349
 MF1349                          STATION DESCRIPTION
 MF1349
 MF1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1349'THE STATION WAS LOCATED BUT NOT DESCRIBED IN 1930.  THE
 MF1349'STATION IS LOCATED IN THE ROCKDALE SECTION OF JOLIET (SOUTHWEST
 MF1349'SECTION), ABOUT 250 FEET SOUTH OF MOEN ST. AND 100 FEET WEST
 MF1349'OF STRYKER ST.  IT IS A STEEL TANK, BUILT IN 1916, ATOP A
 MF1349'4 LEGGED STEEL STRUCTURE, ABOUT 120 FEET HIGH AND IS PAINTED
 MF1349'BLACK.  THIS TANK IS THE TALLER OF TWO TANKS.
 MF1349
 MF1349                          STATION RECOVERY (1976)
 MF1349
 MF1349'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (TCH)
 MF1349'DESCRIPTION AND TANK OK.
 MF1349'
 MF1349'DISTANCE AND DIRECTION FROM NEAREST TOWN--ROCKDALE SECTION OF
 MF1349'JOLIET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1417 ***********************************************************************
 MF1417  DESIGNATION -  JOLIET BLOCKSON CHEM CO TANK
 MF1417  PID         -  MF1417
 MF1417  STATE/COUNTY-  IL/WILL
 MF1417  USGS QUAD   -  ELWOOD (1993)
 MF1417
 MF1417                         *CURRENT SURVEY CONTROL
 MF1417  ___________________________________________________________________
 MF1417* NAD 83(1997)-  41 29 05.99262(N)    088 07 10.45110(W)     ADJUSTED  
 MF1417* NAVD 88     -                                                        
 MF1417  ___________________________________________________________________
 MF1417  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 MF1417  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF1417
 MF1417  HORZ ORDER  -  THIRD
 MF1417
 MF1417.The horizontal coordinates were established by classical geodetic methods
 MF1417.and adjusted by the National Geodetic Survey in October 1999..
 MF1417
 MF1417
 MF1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1417
 MF1417.The geoid height was determined by GEOID03.
 MF1417
 MF1417;                    North         East     Units Scale Factor Converg.
 MF1417;SPC IL E     -   534,925.704   317,852.117   MT  0.99997892   +0 08 29.8
 MF1417;SPC IL E     - 1,755,002.08  1,042,819.82   sFT  0.99997892   +0 08 29.8
 MF1417;UTM  16      - 4,593,203.649   406,535.306   MT  0.99970750   -0 44 30.1
 MF1417
 MF1417                          SUPERSEDED SURVEY CONTROL
 MF1417
 MF1417  NAD 83(1997)-  41 29 05.99314(N)    088 07 10.45116(W) AD(       ) 4
 MF1417  NAD 83(1986)-  41 29 05.99413(N)    088 07 10.46307(W) AD(       ) 4
 MF1417  NAD 27      -  41 29 05.87300(N)    088 07 10.24500(W) AD(       ) 3
 MF1417
 MF1417.Superseded values are not recommended for survey control.
 MF1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1417.See file dsdata.txt to determine how the superseded data were derived.
 MF1417
 MF1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0653593204(NAD 83)
 MF1417_MARKER: 53 = ELEVATED TANK
 MF1417
 MF1417  HISTORY     - Date     Condition        Report By
 MF1417  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1417  HISTORY     - 1973     GOOD             ILDT
 MF1417
 MF1417                          STATION DESCRIPTION
 MF1417
 MF1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1417'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 MF1417'BLOCKSON CHEMICAL COMPANY, A DIVISION OF MATHIESON CHEMICAL
 MF1417'COMPANY LOCATED AT THE SOUTH SIDE OF THE COMPANY PLANT ON THE
 MF1417'SOUTHEAST SIDE OF THE DES PLAINES RIVER ABOUT 2 MILES SOUTHWEST
 MF1417'OF DOWNTOWN JOLIET.  IT IS A STEEL TANK SUPPORTED BY SIX TUBULAR
 MF1417'STEEL LEGS AND IS PAINTED SILVER WITH THE NAME BLOCKSON PAINTED
 MF1417'ON THREE SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT 150
 MF1417'FEET.
 MF1417
 MF1417                          STATION RECOVERY (1973)
 MF1417
 MF1417'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 (RIL)
 MF1417'STATION RECOVERED GOOD.
 MF1417'
 MF1417'THE WORD BLOCKSON SHOULD BE CHANGED TO OLIN, THROUGH OUT
 MF1417'DESCRIPTION.  DESCRIPTION IS ADEQUATE.
 MF1417'
 MF1417'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S.W. OF JOLIET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1422 ***********************************************************************
 MF1422  DESIGNATION -  JOLIET CATERPILLAR CO WATER TK
 MF1422  PID         -  MF1422
 MF1422  STATE/COUNTY-  IL/WILL
 MF1422  USGS QUAD   -  CHANNAHON (1993)
 MF1422
 MF1422                         *CURRENT SURVEY CONTROL
 MF1422  ___________________________________________________________________
 MF1422* NAD 83(1997)-  41 29 14.60133(N)    088 07 56.50937(W)     ADJUSTED  
 MF1422* NAVD 88     -                                                        
 MF1422  ___________________________________________________________________
 MF1422  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 MF1422  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MF1422
 MF1422  HORZ ORDER  -  THIRD
 MF1422
 MF1422.The horizontal coordinates were established by classical geodetic methods
 MF1422.and adjusted by the National Geodetic Survey in October 1999..
 MF1422
 MF1422
 MF1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1422
 MF1422.The geoid height was determined by GEOID03.
 MF1422
 MF1422;                    North         East     Units Scale Factor Converg.
 MF1422;SPC IL E     -   535,188.722   316,783.033   MT  0.99997846   +0 07 59.3
 MF1422;SPC IL E     - 1,755,865.00  1,039,312.33   sFT  0.99997846   +0 07 59.3
 MF1422;UTM  16      - 4,593,483.041   405,470.690   MT  0.99970997   -0 45 00.7
 MF1422
 MF1422                          SUPERSEDED SURVEY CONTROL
 MF1422
 MF1422  NAD 83(1997)-  41 29 14.60193(N)    088 07 56.50953(W) AD(       ) 4
 MF1422  NAD 83(1986)-  41 29 14.60299(N)    088 07 56.52123(W) AD(       ) 4
 MF1422  NAD 27      -  41 29 14.48300(N)    088 07 56.30400(W) AD(       ) 3
 MF1422
 MF1422.Superseded values are not recommended for survey control.
 MF1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1422.See file dsdata.txt to determine how the superseded data were derived.
 MF1422
 MF1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0547193483(NAD 83)
 MF1422_MARKER: 53 = ELEVATED TANK
 MF1422_SETTING: 0 = UNSPECIFIED SETTING
 MF1422
 MF1422  HISTORY     - Date     Condition        Report By
 MF1422  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1422  HISTORY     - 1958     GOOD             CGS
 MF1422  HISTORY     - 1976     GOOD             ALSTER
 MF1422
 MF1422                          STATION DESCRIPTION
 MF1422
 MF1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1422'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 MF1422'CATERPILLAR COMPANY LOCATED AT THE SOUTHEAST CORNER OF THE
 MF1422'COMPANY PLANT ON THE WEST SIDE OF THE DES PLAINES RIVER ABOUT
 MF1422'2 MILES SOUTHWEST OF DOWNTOWN JOLIET.  IT IS A STEEL TANK
 MF1422'SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE AND IS PAINTED
 MF1422'SILVER WITH THE NAME CATERPILLAR PAINTED IN BLACK LETTERS ON
 MF1422'A YELLOW BACKGROUND ON THE NORTH SIDE.  THE HEIGHT IS 152
 MF1422'FEET.
 MF1422
 MF1422                          STATION RECOVERY (1958)
 MF1422
 MF1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MF1422'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION
 MF1422'ADEQUATE AND CORRECT.
 MF1422
 MF1422                          STATION RECOVERY (1976)
 MF1422
 MF1422'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1976 (TCH)
 MF1422'DESCRIPTION AND WATER TANK OK.
 MF1422'
 MF1422'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SW OF DOWNTOWN
 MF1422'JOLIET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1348 ***********************************************************************
 MF1348  DESIGNATION -  JOLIET COUNTY COURTHOUSE DOME
 MF1348  PID         -  MF1348
 MF1348  STATE/COUNTY-  IL/WILL
 MF1348  USGS QUAD   -  JOLIET (1993)
 MF1348
 MF1348                         *CURRENT SURVEY CONTROL
 MF1348  ___________________________________________________________________
 MF1348* NAD 83(1997)-  41 31 28.94208(N)    088 04 56.20604(W)     ADJUSTED  
 MF1348* NAVD 88     -                                                        
 MF1348  ___________________________________________________________________
 MF1348  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 MF1348  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MF1348
 MF1348  HORZ ORDER  -  THIRD
 MF1348
 MF1348.The horizontal coordinates were established by classical geodetic methods
 MF1348.and adjusted by the National Geodetic Survey in October 1999..
 MF1348
 MF1348
 MF1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1348
 MF1348.The geoid height was determined by GEOID03.
 MF1348
 MF1348;                    North         East     Units Scale Factor Converg.
 MF1348;SPC IL E     -   539,344.104   320,953.553   MT  0.99998040   +0 09 59.2
 MF1348;SPC IL E     - 1,769,498.11  1,052,995.12   sFT  0.99998040   +0 09 59.2
 MF1348;UTM  16      - 4,597,572.489   409,703.637   MT  0.99970034   -0 43 03.1
 MF1348
 MF1348                          SUPERSEDED SURVEY CONTROL
 MF1348
 MF1348  NAD 83(1997)-  41 31 28.94247(N)    088 04 56.20594(W) AD(       ) 4
 MF1348  NAD 83(1986)-  41 31 28.94381(N)    088 04 56.21693(W) AD(       ) 4
 MF1348  NAD 27      -  41 31 28.84700(N)    088 04 56.00200(W) AD(       ) 3
 MF1348
 MF1348.Superseded values are not recommended for survey control.
 MF1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1348.See file dsdata.txt to determine how the superseded data were derived.
 MF1348
 MF1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0970497572(NAD 83)
 MF1348_MARKER: 87 = DOME
 MF1348
 MF1348  HISTORY     - Date     Condition        Report By
 MF1348  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1348  HISTORY     - 1956     GOOD             CGS
 MF1348  HISTORY     - 20051221 MARK NOT FOUND   GEOCAC
 MF1348
 MF1348                          STATION DESCRIPTION
 MF1348
 MF1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1348'STATION IS THE CENTER OF THE BASE OF THE FLAGPOLE AT THE
 MF1348'TOP OF THE WILL COUNTY COURTHOUSE, LOCATED NEAR THE CENTER
 MF1348'OF JOLIET.  THE COURTHOUSE IS A LARGE GRAY LIMESTONE STRUCTURE
 MF1348'WITH A SMALL METAL COVERED DOME AT THE CENTER.
 MF1348'
 MF1348'THIS STATION WAS LOCATED BUT NOT DESCRIBED IN 1930.  IT IS
 MF1348'IN GOOD CONDITION.
 MF1348
 MF1348                          STATION RECOVERY (2005)
 MF1348
 MF1348'RECOVERY NOTE BY GEOCACHING 2005
 MF1348'THE CURRENT COURTHOUSE DOESN'T HAVE A DOME, AND I DIDN'T SEE ANY OTHER
 MF1348'BUILDINGS WITH DOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1338 ***********************************************************************
 MF1338  DESIGNATION -  JOLIET ILL ST PENITENTIARY TK
 MF1338  PID         -  MF1338
 MF1338  STATE/COUNTY-  IL/WILL
 MF1338  USGS QUAD   -  JOLIET (1993)
 MF1338
 MF1338                         *CURRENT SURVEY CONTROL
 MF1338  ___________________________________________________________________
 MF1338* NAD 83(1997)-  41 34 43.19480(N)    088 05 49.76245(W)     ADJUSTED  
 MF1338* NAVD 88     -                                                        
 MF1338  ___________________________________________________________________
 MF1338  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MF1338  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MF1338
 MF1338  HORZ ORDER  -  THIRD
 MF1338
 MF1338.The horizontal coordinates were established by classical geodetic methods
 MF1338.and adjusted by the National Geodetic Survey in October 1999..
 MF1338
 MF1338
 MF1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1338
 MF1338.The geoid height was determined by GEOID03.
 MF1338
 MF1338;                    North         East     Units Scale Factor Converg.
 MF1338;SPC IL E     -   545,333.404   319,695.515   MT  0.99997977   +0 09 24.3
 MF1338;SPC IL E     - 1,789,148.01  1,048,867.70   sFT  0.99997977   +0 09 24.3
 MF1338;UTM  16      - 4,603,578.821   408,538.524   MT  0.99970294   -0 43 41.4
 MF1338
 MF1338                          SUPERSEDED SURVEY CONTROL
 MF1338
 MF1338  NAD 83(1997)-  41 34 43.19552(N)    088 05 49.76258(W) AD(       ) 4
 MF1338  NAD 83(1986)-  41 34 43.19606(N)    088 05 49.77296(W) AD(       ) 4
 MF1338  NAD 27      -  41 34 43.08700(N)    088 05 49.55100(W) AD(       ) 3
 MF1338
 MF1338.Superseded values are not recommended for survey control.
 MF1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1338.See file dsdata.txt to determine how the superseded data were derived.
 MF1338
 MF1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0853903579(NAD 83)
 MF1338_MARKER: 53 = ELEVATED TANK
 MF1338
 MF1338  HISTORY     - Date     Condition        Report By
 MF1338  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1338  HISTORY     - 1956     GOOD             CGS
 MF1338
 MF1338                          STATION DESCRIPTION
 MF1338
 MF1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1338'THE STATION WAS LOCATED BUT NOT DESCRIBED IN 1930.  THE
 MF1338'STATION IS LOCATED ON THE WEST SIDE OF ALTERNATE HIGHWAY
 MF1338'U.S. 66, ABOUT 3 MILES NORTH OF JOLIET ON THE GROUNDS OF
 MF1338'THE ILLINOIS STATE PENITENTIARY.  IT IS A 4 LEGGED STEEL
 MF1338'STRUCTURE, WITH A STEEL TANK, PAINTED SILVER ATOP.  THE TANK
 MF1338'HAS A CONICAL TOP AND AN OVAL BOTTOM AND IS ABOUT 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1343 ***********************************************************************
 MF1343  DESIGNATION -  JOLIET ILL ST PENITENTIARY STK
 MF1343  PID         -  MF1343
 MF1343  STATE/COUNTY-  IL/WILL
 MF1343  USGS QUAD   -  JOLIET (1993)
 MF1343
 MF1343                         *CURRENT SURVEY CONTROL
 MF1343  ___________________________________________________________________
 MF1343* NAD 83(1997)-  41 34 43.27909(N)    088 05 46.43615(W)     ADJUSTED  
 MF1343* NAVD 88     -                                                        
 MF1343  ___________________________________________________________________
 MF1343  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 MF1343  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MF1343
 MF1343  HORZ ORDER  -  THIRD
 MF1343
 MF1343.The horizontal coordinates were established by classical geodetic methods
 MF1343.and adjusted by the National Geodetic Survey in October 1999..
 MF1343
 MF1343
 MF1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1343
 MF1343.The geoid height was determined by GEOID03.
 MF1343
 MF1343;                    North         East     Units Scale Factor Converg.
 MF1343;SPC IL E     -   545,336.216   319,772.561   MT  0.99997981   +0 09 26.5
 MF1343;SPC IL E     - 1,789,157.24  1,049,120.48   sFT  0.99997981   +0 09 26.5
 MF1343;UTM  16      - 4,603,580.442   408,615.582   MT  0.99970277   -0 43 39.2
 MF1343
 MF1343                          SUPERSEDED SURVEY CONTROL
 MF1343
 MF1343  NAD 83(1997)-  41 34 43.27974(N)    088 05 46.43648(W) AD(       ) 4
 MF1343  NAD 83(1986)-  41 34 43.28042(N)    088 05 46.44587(W) AD(       ) 4
 MF1343  NAD 27      -  41 34 43.17300(N)    088 05 46.22700(W) AD(       ) 3
 MF1343
 MF1343.Superseded values are not recommended for survey control.
 MF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1343.See file dsdata.txt to determine how the superseded data were derived.
 MF1343
 MF1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0861603580(NAD 83)
 MF1343_MARKER: 63 = STACK
 MF1343
 MF1343  HISTORY     - Date     Condition        Report By
 MF1343  HISTORY     - 1944     FIRST OBSERVED   CGS
 MF1343  HISTORY     - 1956     GOOD             CGS
 MF1343
 MF1343                          STATION DESCRIPTION
 MF1343
 MF1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1343'STATION IS LOCATED ON THE W SIDE OF ALTERNATE U.S. HIGHWAY
 MF1343'66, ABOUT 3.0 MILES N OF JOLIET, ON THE ILLINOIS STATE
 MF1343'PENITENTIARY GROUNDS.
 MF1343'
 MF1343'THE STACK IS LOCATED AT THE POWER PLANT.  IT IS 16 FEET IN
 MF1343'DIAMETER AT THE BASE AND 8 FEET AT THE TOP.  IT IS OF RED
 MF1343'RADIAL BRICK CONSTRUCTION, 200 FEET IN HEIGHT.  THE TOP
 MF1343'CENTER WAS THE POINT SIGHTED UPON.
 MF1343
 MF1343                          STATION RECOVERY (1956)
 MF1343
 MF1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1343'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 MF1343'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1339 ***********************************************************************
 MF1339  DESIGNATION -  JOLIET MUNICIPAL TANK
 MF1339  PID         -  MF1339
 MF1339  STATE/COUNTY-  IL/WILL
 MF1339  USGS QUAD   -  JOLIET (1993)
 MF1339
 MF1339                         *CURRENT SURVEY CONTROL
 MF1339  ___________________________________________________________________
 MF1339* NAD 83(1997)-  41 31 37.48844(N)    088 06 09.23793(W)     ADJUSTED  
 MF1339* NAVD 88     -                                                        
 MF1339  ___________________________________________________________________
 MF1339  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 MF1339  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MF1339
 MF1339  HORZ ORDER  -  THIRD
 MF1339
 MF1339.The horizontal coordinates were established by classical geodetic methods
 MF1339.and adjusted by the National Geodetic Survey in October 1999..
 MF1339
 MF1339
 MF1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1339
 MF1339.The geoid height was determined by GEOID03.
 MF1339
 MF1339;                    North         East     Units Scale Factor Converg.
 MF1339;SPC IL E     -   539,603.043   319,259.677   MT  0.99997956   +0 09 10.8
 MF1339;SPC IL E     - 1,770,347.65  1,047,437.79   sFT  0.99997956   +0 09 10.8
 MF1339;UTM  16      - 4,597,857.451   408,014.427   MT  0.99970413   -0 43 51.7
 MF1339
 MF1339                          SUPERSEDED SURVEY CONTROL
 MF1339
 MF1339  NAD 83(1997)-  41 31 37.48925(N)    088 06 09.23733(W) AD(       ) 4
 MF1339  NAD 83(1986)-  41 31 37.48989(N)    088 06 09.24933(W) AD(       ) 4
 MF1339  NAD 27      -  41 31 37.37900(N)    088 06 09.03300(W) AD(       ) 3
 MF1339
 MF1339.Superseded values are not recommended for survey control.
 MF1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1339.See file dsdata.txt to determine how the superseded data were derived.
 MF1339
 MF1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0801497857(NAD 83)
 MF1339_MARKER: 53 = ELEVATED TANK
 MF1339
 MF1339  HISTORY     - Date     Condition        Report By
 MF1339  HISTORY     - 1944     FIRST OBSERVED   CGS
 MF1339  HISTORY     - 1956     GOOD             CGS
 MF1339
 MF1339                          STATION DESCRIPTION
 MF1339
 MF1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1339'STATION IS LOCATED AT THE CORNER OF CAMPBELL AND PRAIRIE
 MF1339'STREETS IN JOLIET.
 MF1339'
 MF1339'THE TANK IS A STEEL, SILVER-PAINTED STRUCTURE SUPPORTED BY
 MF1339'8 LEGS WHICH ARE ABOUT 50 FEET IN LENGTH.  THE OVERALL HEIGHT
 MF1339'IS 95 FEET.  IT HAS A CAPACITY OF 200,000 GALLONS AND WAS
 MF1339'ERECTED IN 1902, LATER REPAIRED IN 1937.
 MF1339'
 MF1339'A LIGHTNING ROD AT THE TOP CENTER WAS THE POINT SIGHTED.
 MF1339
 MF1339                          STATION RECOVERY (1956)
 MF1339
 MF1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1339'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 MF1339'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1336 ***********************************************************************
 MF1336  DESIGNATION -  JOLIET RAD STA KSB 230 MAST
 MF1336  PID         -  MF1336
 MF1336  STATE/COUNTY-  IL/WILL
 MF1336  USGS QUAD   -  JOLIET (1993)
 MF1336
 MF1336                         *CURRENT SURVEY CONTROL
 MF1336  ___________________________________________________________________
 MF1336* NAD 83(1997)-  41 34 56.20229(N)    088 04 56.88104(W)     ADJUSTED  
 MF1336* NAVD 88     -                                                        
 MF1336  ___________________________________________________________________
 MF1336  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 MF1336  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MF1336
 MF1336  HORZ ORDER  -  THIRD
 MF1336
 MF1336.The horizontal coordinates were established by classical geodetic methods
 MF1336.and adjusted by the National Geodetic Survey in October 1999..
 MF1336
 MF1336
 MF1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1336
 MF1336.The geoid height was determined by GEOID03.
 MF1336
 MF1336;                    North         East     Units Scale Factor Converg.
 MF1336;SPC IL E     -   545,738.149   320,919.333   MT  0.99998038   +0 09 59.4
 MF1336;SPC IL E     - 1,790,475.91  1,052,882.85   sFT  0.99998038   +0 09 59.4
 MF1336;UTM  16      - 4,603,964.510   409,768.104   MT  0.99970019   -0 43 06.5
 MF1336
 MF1336                          SUPERSEDED SURVEY CONTROL
 MF1336
 MF1336  NAD 83(1997)-  41 34 56.20291(N)    088 04 56.88140(W) AD(       ) 4
 MF1336  NAD 83(1986)-  41 34 56.20380(N)    088 04 56.89116(W) AD(       ) 4
 MF1336  NAD 27      -  41 34 56.09400(N)    088 04 56.67100(W) AD(       ) 3
 MF1336
 MF1336.Superseded values are not recommended for survey control.
 MF1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1336.See file dsdata.txt to determine how the superseded data were derived.
 MF1336
 MF1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0976803965(NAD 83)
 MF1336_MARKER: 42 = RADIO/TV MAST
 MF1336
 MF1336  HISTORY     - Date     Condition        Report By
 MF1336  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1336
 MF1336                          STATION DESCRIPTION
 MF1336
 MF1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1336'THE STATION IS THE FLASHING RED LIGHT ATOP THE ILLINOIS
 MF1336'STATE POLICE RADIO MAST WHICH IS LOCATED ABOUT 3 MILES NORTH
 MF1336'OF THE CENTER OF JOLIET AT THE EAST SIDE OF THE GROUNDS OF
 MF1336'THE ILLINOIS STATE PENITENTIARY AND 200 FEET WEST OF U.S.
 MF1336'HIGHWAY 66 ALTERNATE.  IT IS A SINGLE, UNIFORM CROSS-SECTIONED,
 MF1336'GUYED STEEL MAST, 250 FEET HIGH, PAINTED IN ALTERNATE RED
 MF1336'AND WHITE SECTIONS AND HAS TWO SETS OF RED OBSTRUCTION LIGHTS.
 MF1336'THE TOP SET OF OBSTRUCTION LIGHTS FLASH WITH THE TOP LIGHT.
 MF1336'A WHIP ANTENNA ATOP THE MAST ABOUT 20 FEET HIGH MAKES THE
 MF1336'OVERALL HEIGHT ABOUT 270 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1334 ***********************************************************************
 MF1334  DESIGNATION -  JOLIET RAD STA WJOL MAST
 MF1334  PID         -  MF1334
 MF1334  STATE/COUNTY-  IL/WILL
 MF1334  USGS QUAD   -  JOLIET (1993)
 MF1334
 MF1334                         *CURRENT SURVEY CONTROL
 MF1334  ___________________________________________________________________
 MF1334* NAD 83(1997)-  41 32 06.63148(N)    088 03 15.96758(W)     ADJUSTED  
 MF1334* NAVD 88     -                                                        
 MF1334  ___________________________________________________________________
 MF1334  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 MF1334  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF1334
 MF1334  HORZ ORDER  -  THIRD
 MF1334
 MF1334.The horizontal coordinates were established by classical geodetic methods
 MF1334.and adjusted by the National Geodetic Survey in October 1999..
 MF1334
 MF1334
 MF1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1334
 MF1334.The geoid height was determined by GEOID03.
 MF1334
 MF1334;                    North         East     Units Scale Factor Converg.
 MF1334;SPC IL E     -   540,513.963   323,273.730   MT  0.99998166   +0 11 05.8
 MF1334;SPC IL E     - 1,773,336.23  1,060,607.23   sFT  0.99998166   +0 11 05.8
 MF1334;UTM  16      - 4,598,706.089   412,040.926   MT  0.99969521   -0 41 57.2
 MF1334
 MF1334                          SUPERSEDED SURVEY CONTROL
 MF1334
 MF1334  NAD 83(1997)-  41 32 06.63239(N)    088 03 15.96784(W) AD(       ) 4
 MF1334  NAD 83(1986)-  41 32 06.63234(N)    088 03 15.97637(W) AD(       ) 4
 MF1334  NAD 27      -  41 32 06.52200(N)    088 03 15.76400(W) AD(       ) 3
 MF1334
 MF1334.Superseded values are not recommended for survey control.
 MF1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1334.See file dsdata.txt to determine how the superseded data were derived.
 MF1334
 MF1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1204198706(NAD 83)
 MF1334_MARKER: 42 = RADIO/TV MAST
 MF1334
 MF1334  HISTORY     - Date     Condition        Report By
 MF1334  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1334
 MF1334                          STATION DESCRIPTION
 MF1334
 MF1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1334'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 MF1334'STATION WJOL LOCATED AT 601 WALNUT STREET AND ON THE SOUTHEAST
 MF1334'SIDE OF U.S. HIGHWAY 6 IN THE NORTHEAST SECTION OF JOLIET.
 MF1334'IT IS A UNIFORM CROSS-SECTION STEEL MAST SUPPORTED BY GUY
 MF1334'WIRES AND PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.
 MF1334'THE HEIGHT IS 187 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0085 ***********************************************************************
 MF0085  DESIGNATION -  JOLIET RESET 1962
 MF0085  PID         -  MF0085
 MF0085  STATE/COUNTY-  IL/WILL
 MF0085  USGS QUAD   -  JOLIET (1993)
 MF0085
 MF0085                         *CURRENT SURVEY CONTROL
 MF0085  ___________________________________________________________________
 MF0085* NAD 83(1986)-  41 31 28.     (N)    088 04 54.     (W)     SCALED    
 MF0085* NAVD 88     -       165.78   (meters)     543.9    (feet)  RESET     
 MF0085  ___________________________________________________________________
 MF0085  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MF0085
 MF0085  VERT ORDER  -  THIRD
 MF0085
 MF0085.The horizontal coordinates were scaled from a topographic map and have
 MF0085.an estimated accuracy of +/- 6 seconds.
 MF0085
 MF0085.The orthometric height was computed from unverified reset data.
 MF0085.No vertical observational check was made to the station.
 MF0085
 MF0085.The geoid height was determined by GEOID03.
 MF0085
 MF0085;                    North         East    Units  Estimated Accuracy
 MF0085;SPC IL E     -   539,320.      321,010.      MT  (+/- 180 meters Scaled)
 MF0085
 MF0085                          SUPERSEDED SURVEY CONTROL
 MF0085
 MF0085  NGVD 29 (??/??/??)  165.87   (m)          544.2    (f) RESET       3  
 MF0085
 MF0085.Superseded values are not recommended for survey control.
 MF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0085.See file dsdata.txt to determine how the superseded data were derived.
 MF0085
 MF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL097975(NAD 83)
 MF0085_MARKER: DB = BENCH MARK DISK
 MF0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0085_SP_SET: FOUNDATION
 MF0085_STAMPING: JOLIET RESET 1962
 MF0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0085+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 MF0085
 MF0085  HISTORY     - Date     Condition        Report By
 MF0085  HISTORY     - 1963     MONUMENTED       CGS
 MF0085  HISTORY     - 20051221 GOOD             GEOCAC
 MF0085
 MF0085                          STATION DESCRIPTION
 MF0085
 MF0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 MF0085'AT JOLIET.
 MF0085'AT JOLIET, AT THE INTERSECTION OF CHICAGO AND VAN BUREN STREETS,
 MF0085'AT THE FIRST NATIONAL BANK OF JOLIET, SET VERTICALLY IN THE NORTH
 MF0085'STONE FACE 90 FEET EAST OF THE SOUTHEAST CORNER OF CHICAGO AND
 MF0085'VAN BUREN STREETS AND 4 FEET ABOVE THE SIDEWALK.
 MF0085
 MF0085                          STATION RECOVERY (2005)
 MF0085
 MF0085'RECOVERY NOTE BY GEOCACHING 2005
 MF0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1345 ***********************************************************************
 MF1345  DESIGNATION -  JOLIET RM 3
 MF1345  PID         -  MF1345
 MF1345  STATE/COUNTY-  IL/WILL
 MF1345  USGS QUAD   -  JOLIET (1993)
 MF1345
 MF1345                         *CURRENT SURVEY CONTROL
 MF1345  ___________________________________________________________________
 MF1345* NAD 83(1997)-  41 31 23.45638(N)    088 06 36.96590(W)     ADJUSTED  
 MF1345* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 MF1345  ___________________________________________________________________
 MF1345  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MF1345  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF1345
 MF1345  HORZ ORDER  -  FIRST
 MF1345
 MF1345.The horizontal coordinates were established by classical geodetic methods
 MF1345.and adjusted by the National Geodetic Survey in October 1999..
 MF1345
 MF1345.The orthometric height was scaled from a topographic map.
 MF1345
 MF1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1345
 MF1345.The geoid height was determined by GEOID03.
 MF1345
 MF1345;                    North         East     Units Scale Factor Converg.
 MF1345;SPC IL E     -   539,168.460   318,617.972   MT  0.99997926   +0 08 52.4
 MF1345;SPC IL E     - 1,768,921.86  1,045,332.46   sFT  0.99997926   +0 08 52.4
 MF1345;UTM  16      - 4,597,432.937   407,366.272   MT  0.99970560   -0 44 09.9
 MF1345
 MF1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1345!SPC IL E     -   0.99997384  x   0.99997926  =   0.99995310
 MF1345!UTM  16      -   0.99997384  x   0.99970560  =   0.99967945
 MF1345
 MF1345:                Primary Azimuth Mark                     Grid Az
 MF1345:SPC IL E     -  LEWIS SCH OF SCI AND TECH TANK           015 08 15.3
 MF1345:UTM  16      -  LEWIS SCH OF SCI AND TECH TANK           016 01 17.6
 MF1345
 MF1345|---------------------------------------------------------------------|
 MF1345| PID    Reference Object                     Distance      Geod. Az  |
 MF1345|                                                           dddmmss.s |
 MF1345| MF1346 LEWIS SCH OF SCI AND TECH TANK      APPROX. 9.4 KM 0151707.7 |
 MF1345| MF1339 JOLIET MUNICIPAL TANK               APPROX. 0.8 KM 0560226.9 |
 MF1345| CI7612 JOLIET RM 1                          27.120 METERS 18015     |
 MF1345| CI7611 JOLIET AZ MK                                       1960853.0 |
 MF1345| MF1754 JOLIET                               13.091 METERS 27110     |
 MF1345| MF1312 NAPERVILLE SS PETER PAUL CH         APPROX.28.1 KM 3540734.4 |
 MF1345|---------------------------------------------------------------------|
 MF1345
 MF1345                          SUPERSEDED SURVEY CONTROL
 MF1345
 MF1345  NAD 83(1997)-  41 31 23.45681(N)    088 06 36.96603(W) AD(       ) 1
 MF1345  NAD 83(1986)-  41 31 23.45796(N)    088 06 36.97733(W) AD(       ) 1
 MF1345  NAD 27      -  41 31 23.34500(N)    088 06 36.76100(W) AD(       ) 1
 MF1345
 MF1345.Superseded values are not recommended for survey control.
 MF1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1345.See file dsdata.txt to determine how the superseded data were derived.
 MF1345
 MF1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0736697433(NAD 83)
 MF1345_MARKER: DR = REFERENCE MARK DISK
 MF1345_SETTING: 0 = UNSPECIFIED SETTING
 MF1345
 MF1345  HISTORY     - Date     Condition        Report By
 MF1345  HISTORY     - 1944     MONUMENTED       CGS
 MF1345
 MF1345                          STATION DESCRIPTION
 MF1345
 MF1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 MF1345'REFERENCE MARK 3 IS 55 FEET N OF THE APPROXIMATE CENTER LINE
 MF1345'OF JEFFERSON STREET AND 61 FEET E OF THE CENTER LINE OF
 MF1345'CATHERINE STREET.  IT IS STAMPED JOLIET NO 3 1944 AND IS
 MF1345'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1340 ***********************************************************************
 MF1340  DESIGNATION -  JOLIET ST NONNATUS CATH TWR
 MF1340  PID         -  MF1340
 MF1340  STATE/COUNTY-  IL/WILL
 MF1340  USGS QUAD   -  JOLIET (1993)
 MF1340
 MF1340                         *CURRENT SURVEY CONTROL
 MF1340  ___________________________________________________________________
 MF1340* NAD 83(1997)-  41 32 06.24657(N)    088 06 02.71264(W)     ADJUSTED  
 MF1340* NAVD 88     -                                                        
 MF1340  ___________________________________________________________________
 MF1340  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 MF1340  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MF1340
 MF1340  HORZ ORDER  -  THIRD
 MF1340
 MF1340.The horizontal coordinates were established by classical geodetic methods
 MF1340.and adjusted by the National Geodetic Survey in October 1999..
 MF1340
 MF1340
 MF1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1340
 MF1340.The geoid height was determined by GEOID03.
 MF1340
 MF1340;                    North         East     Units Scale Factor Converg.
 MF1340;SPC IL E     -   540,490.649   319,408.566   MT  0.99997963   +0 09 15.2
 MF1340;SPC IL E     - 1,773,259.74  1,047,926.27   sFT  0.99997963   +0 09 15.2
 MF1340;UTM  16      - 4,598,742.410   408,176.949   MT  0.99970376   -0 43 47.8
 MF1340
 MF1340                          SUPERSEDED SURVEY CONTROL
 MF1340
 MF1340  NAD 83(1997)-  41 32 06.24752(N)    088 06 02.71265(W) AD(       ) 4
 MF1340  NAD 83(1986)-  41 32 06.24791(N)    088 06 02.72369(W) AD(       ) 4
 MF1340  NAD 27      -  41 32 06.13700(N)    088 06 02.50500(W) AD(       ) 3
 MF1340
 MF1340.Superseded values are not recommended for survey control.
 MF1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1340.See file dsdata.txt to determine how the superseded data were derived.
 MF1340
 MF1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0817798742(NAD 83)
 MF1340_MARKER: 55 = TOWER
 MF1340
 MF1340  HISTORY     - Date     Condition        Report By
 MF1340  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1340  HISTORY     - 1973     GOOD             ILDT
 MF1340
 MF1340                          STATION DESCRIPTION
 MF1340
 MF1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1340'THE STATION IS THE CENTER OF THE BASE OF A GOLD COLORED
 MF1340'CROSS AT THE TOP OF THE BELL TOWER OF ST. RAYMOND NONNATUS
 MF1340'CATHEDRAL LOCATED ON THE EAST SIDE OF RAYNOR STREET EAST OF
 MF1340'THE INTERSECTION OF CANTON STREET IN THE WEST SECTION OF
 MF1340'JOLIET.  THE TOWER IS A SQUARE, CONCRETE AND RED BRICK STRUCTURE
 MF1340'WITH A PYRAMID SHAPED ROOF COVERED WITH ALUMINUM ROOFING.
 MF1340'THE HEIGHT IS ABOUT 138 FEET.
 MF1340
 MF1340                          STATION RECOVERY (1973)
 MF1340
 MF1340'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 (RIL)
 MF1340'STATION RECOVERED GOOD.
 MF1340'
 MF1340'DISTANCE AND DIRECTION FROM NEAREST TOWN--JOLIET W/SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1784 ***********************************************************************
 MF1784  DESIGNATION -  JOLIPORT
 MF1784  PID         -  MF1784
 MF1784  STATE/COUNTY-  IL/WILL
 MF1784  USGS QUAD   -  PLAINFIELD (1993)
 MF1784
 MF1784                         *CURRENT SURVEY CONTROL
 MF1784  ___________________________________________________________________
 MF1784* NAD 83(1997)-  41 31 12.92671(N)    088 10 45.34329(W)     ADJUSTED  
 MF1784* NAVD 88     -       176.7    (meters)     580.     (feet)  GPS OBS   
 MF1784  ___________________________________________________________________
 MF1784  X           -     151,955.101 (meters)                     COMP
 MF1784  Y           -  -4,780,179.927 (meters)                     COMP
 MF1784  Z           -   4,205,952.281 (meters)                     COMP
 MF1784  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MF1784  ELLIP HEIGHT-         143.67  (meters)          (02/03/05) GPS OBS
 MF1784  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1784
 MF1784  HORZ ORDER  -  FIRST
 MF1784  ELLP ORDER  -  FOURTH    CLASS II
 MF1784
 MF1784.This mark is at Joliet Park District Airport (JOT)
 MF1784
 MF1784.The horizontal coordinates were established by GPS observations
 MF1784.and adjusted by the National Geodetic Survey in October 1999..
 MF1784
 MF1784.The orthometric height was determined by GPS observations and a
 MF1784.high-resolution geoid model.
 MF1784
 MF1784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1784
 MF1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1784
 MF1784.The ellipsoidal height was determined by GPS observations
 MF1784.and is referenced to NAD 83.
 MF1784
 MF1784.The geoid height was determined by GEOID03.
 MF1784
 MF1784;                    North         East     Units Scale Factor Converg.
 MF1784;SPC IL E     -   538,831.052   312,860.035   MT  0.99997703   +0 06 07.7
 MF1784;SPC IL E     - 1,767,814.88  1,026,441.63   sFT  0.99997703   +0 06 07.7
 MF1784;UTM  16      - 4,597,184.462   401,605.346   MT  0.99971914   -0 46 54.4
 MF1784
 MF1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1784!SPC IL E     -   0.99997747  x   0.99997703  =   0.99995450
 MF1784!UTM  16      -   0.99997747  x   0.99971914  =   0.99969661
 MF1784
 MF1784:                Primary Azimuth Mark                     Grid Az
 MF1784:SPC IL E     -  JOLIPORT AZ MK                           127 18 01.4
 MF1784:UTM  16      -  JOLIPORT AZ MK                           128 11 03.5
 MF1784
 MF1784|---------------------------------------------------------------------|
 MF1784| PID    Reference Object                     Distance      Geod. Az  |
 MF1784|                                                           dddmmss.s |
 MF1784| MF1785 JOLIPORT AZ MK                      APPROX. 0.5 KM 1272409.1 |
 MF1784|---------------------------------------------------------------------|
 MF1784
 MF1784                          SUPERSEDED SURVEY CONTROL
 MF1784
 MF1784  ELLIP H (10/21/99)  143.68   (m)                       GP(       ) 4 1
 MF1784  NAD 83(1997)-  41 31 12.92673(N)    088 10 45.34344(W) AD(       ) 1
 MF1784  NAD 83(1986)-  41 31 12.92855(N)    088 10 45.35487(W) AD(       ) 1
 MF1784  NAD 83(1986)-  41 31 12.93025(N)    088 10 45.36084(W) AD(       ) 1
 MF1784  NGVD 29 (06/25/91)  176.8    (m)          580.     (f) GPS OBS        
 MF1784
 MF1784.Superseded values are not recommended for survey control.
 MF1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1784.See file dsdata.txt to determine how the superseded data were derived.
 MF1784
 MF1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0160597184(NAD 83)
 MF1784_MARKER: I = METAL ROD
 MF1784_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1784_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1784_STAMPING: JOLIPORT 1990
 MF1784_MARK LOGO: NGS   
 MF1784_PROJECTION: FLUSH
 MF1784_MAGNETIC: I = MARKER IS A STEEL ROD
 MF1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1784+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 MF1784_ROD/PIPE-DEPTH: 3.0  meters
 MF1784_SLEEVE-DEPTH  : 1.0 meters
 MF1784
 MF1784  HISTORY     - Date     Condition        Report By
 MF1784  HISTORY     - 1990     MONUMENTED       NGS
 MF1784  HISTORY     - 19970505 GOOD             ASCPC
 MF1784  HISTORY     - 20040602 GOOD             HANPRO
 MF1784
 MF1784                          STATION DESCRIPTION
 MF1784
 MF1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1784'STATION IS LOCATED ON THE WEST SIDE OF JOLIET, ABOUT 0.8 KM (0.5 MI)
 MF1784'EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 55 AND US HIGHWAY 52, AT
 MF1784'THE JOLIET PARK DISTRICT AIRPORT, NEAR THE NORTH CORNER AT THE
 MF1784'NORTHWEST END OF RUNWAY 12-30, ON LINE BETWEEN SECTIONS 14 AND 15, T
 MF1784'35 N, R 9 E. OWNERSHIP--JOLIET PARK DISTRICT, JOLIET, IL 60435.
 MF1784'AIRPORT MANAGER IS KEVIN COOLEY, PHONE 815-741-7267.
 MF1784'TO REACH FROM THE JUNCTION OF HIGHWAYS 55 AND 52 (EXIT 253) ON THE
 MF1784'WEST SIDE OF JOLIET, GO EAST ON HIGHWAY 52 FOR 0.86 KM (0.53 MI) TO
 MF1784'THE MAIN AIRPORT ENTRANCE ON THE RIGHT.  TURN SHARP RIGHT, SOUTHWEST,
 MF1784'ON PAVED DRIVE FOR 0.08 KM (0.05 MI) TO AN ELECTRIC GATE IN THE FENCE
 MF1784'ON THE LEFT AT NORTH CORNER OF A LARGE BRICK HANGAR, (GATE KEY IS
 MF1784'AVAILABLE IN LINE OFFICE). TURN LEFT, SOUTHEAST, THROUGH GATE FOR
 MF1784'0.09 KM (0.06 MI) ALONG FENCE TO GAS PUMPS ON THE RIGHT. TURN RIGHT,
 MF1784'SOUTHWEST, THEN WEST, AROUND FENCE AND LARGE BRICK HANGAR FOR 0.06 KM
 MF1784'(0.04 MI) ON APRON TO THE END OF THE GRASS MEDIAN AND THE STATION ON
 MF1784'THE LEFT.
 MF1784'THE STATION IS LOCATED 44.5 M (146.0 FT) SOUTHWEST FROM AND ON LINE
 MF1784'WITH THE SOUTHEAST WALL OF THE LARGE BRICK HANGAR AND OFFICE
 MF1784'BUILDING, 9.5 M (31.2 FT) SOUTH-SOUTHEAST FROM THE NORTH END OF THE
 MF1784'GRASS VEE OF THE MEDIAN, 7.4 M (24.3 FT) EAST FROM THE RAMP AT THE
 MF1784'STOP LINE, AND 5.0 M (16.4 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 MF1784'THE APRON.
 MF1784'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1784
 MF1784                          STATION RECOVERY (1997)
 MF1784
 MF1784'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 MF1784'RECOVERY NOTE. RECOVERED IN GOOD CONDITION AS DESCRIBED IN PREVIOUS
 MF1784'DESCRIPTION.
 MF1784
 MF1784                          STATION RECOVERY (2004)
 MF1784
 MF1784'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2004 (JAR)
 MF1784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1785 ***********************************************************************
 MF1785  DESIGNATION -  JOLIPORT AZ MK
 MF1785  PID         -  MF1785
 MF1785  STATE/COUNTY-  IL/WILL
 MF1785  USGS QUAD   -  PLAINFIELD (1993)
 MF1785
 MF1785                         *CURRENT SURVEY CONTROL
 MF1785  ___________________________________________________________________
 MF1785* NAD 83(1997)-  41 31 02.16293(N)    088 10 26.61406(W)     ADJUSTED  
 MF1785* NAVD 88     -       177.1    (meters)     581.     (feet)  VERTCON   
 MF1785  ___________________________________________________________________
 MF1785  X           -     152,396.175 (meters)                     COMP
 MF1785  Y           -  -4,780,386.460 (meters)                     COMP
 MF1785  Z           -   4,205,703.937 (meters)                     COMP
 MF1785  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 MF1785  ELLIP HEIGHT-         144.12  (meters)          (10/21/99) GPS OBS
 MF1785  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1785
 MF1785  HORZ ORDER  -  FIRST
 MF1785  ELLP ORDER  -  FOURTH    CLASS I
 MF1785
 MF1785.This mark is at Joliet Park District Airport (JOT)
 MF1785
 MF1785.The horizontal coordinates were established by GPS observations
 MF1785.and adjusted by the National Geodetic Survey in October 1999..
 MF1785
 MF1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1785
 MF1785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1785
 MF1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1785
 MF1785.The ellipsoidal height was determined by GPS observations
 MF1785.and is referenced to NAD 83.
 MF1785
 MF1785.The geoid height was determined by GEOID03.
 MF1785
 MF1785;                    North         East     Units Scale Factor Converg.
 MF1785;SPC IL E     -   538,499.773   313,294.895   MT  0.99997717   +0 06 20.1
 MF1785;SPC IL E     - 1,766,728.01  1,027,868.33   sFT  0.99997717   +0 06 20.1
 MF1785;UTM  16      - 4,596,846.602   402,034.933   MT  0.99971810   -0 46 41.8
 MF1785
 MF1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1785!SPC IL E     -   0.99997740  x   0.99997717  =   0.99995457
 MF1785!UTM  16      -   0.99997740  x   0.99971810  =   0.99969550
 MF1785
 MF1785:                Primary Azimuth Mark                     Grid Az
 MF1785:SPC IL E     -  JOLIPORT                                 307 18 01.4
 MF1785:UTM  16      -  JOLIPORT                                 308 11 03.3
 MF1785
 MF1785|---------------------------------------------------------------------|
 MF1785| PID    Reference Object                     Distance      Geod. Az  |
 MF1785|                                                           dddmmss.s |
 MF1785| MF1784 JOLIPORT                            APPROX. 0.5 KM 3072421.5 |
 MF1785|---------------------------------------------------------------------|
 MF1785
 MF1785                          SUPERSEDED SURVEY CONTROL
 MF1785
 MF1785  NAD 83(1997)-  41 31 02.16296(N)    088 10 26.61421(W) AD(       ) 1
 MF1785  NAD 83(1986)-  41 31 02.16648(N)    088 10 26.63161(W) AD(       ) 1
 MF1785  NGVD 29 (06/25/91)  177.2    (m)          581.     (f) GPS OBS        
 MF1785
 MF1785.Superseded values are not recommended for survey control.
 MF1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1785.See file dsdata.txt to determine how the superseded data were derived.
 MF1785
 MF1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0203596847(NAD 83)
 MF1785_MARKER: I = METAL ROD
 MF1785_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1785_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1785_STAMPING: JOLIPORT AZ MK 1990
 MF1785_MARK LOGO: NGS   
 MF1785_PROJECTION: FLUSH
 MF1785_MAGNETIC: I = MARKER IS A STEEL ROD
 MF1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1785+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 MF1785_ROD/PIPE-DEPTH: 6.1  meters
 MF1785_SLEEVE-DEPTH  : 1.0 meters
 MF1785
 MF1785  HISTORY     - Date     Condition        Report By
 MF1785  HISTORY     - 1990     MONUMENTED       NGS
 MF1785  HISTORY     - 20040602 GOOD             HANPRO
 MF1785
 MF1785                          STATION DESCRIPTION
 MF1785
 MF1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1785'STATION IS LOCATED ON THE WEST SIDE OF JOLIET, ABOUT 1.4 KM (0.9 MI)
 MF1785'EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 55 AND US HIGHWAY 52, AT
 MF1785'THE JOLIET PARK DISTRICT AIRPORT, 0.34 KM (0.21 MI) NORTHWEST FROM
 MF1785'THE SOUTHEAST END OF THE MEDIAN OF TAXI AND RUNWAY, ON TOP OF A LOW
 MF1785'RISE, IN THE NORTHWEST 1/4 OF SECTION 14, T 35 N, R 9 E.
 MF1785'OWNERSHIP--JOLIET PARK DISTRICT, JOLIET, IL 60435. AIRPORT MANAGER IS
 MF1785'KEVIN COOLEY, PHONE 815-741-7267.
 MF1785'TO REACH FROM THE JUNCTION OF HIGHWAYS 55 AND 52 (EXIT 253) ON THE
 MF1785'WEST SIDE OF JOLIET, GO EAST ON HIGHWAY 52 FOR 0.86 KM (0.53 MI) TO
 MF1785'THE MAIN AIRPORT ENTRANCE ON THE RIGHT.  TURN SHARP RIGHT, SOUTHWEST,
 MF1785'ON PAVED DRIVE FOR 0.08 KM (0.05 MI) TO AN ELECTRIC GATE IN THE FENCE
 MF1785'ON THE LEFT AT NORTH CORNER OF A LARGE BRICK HANGAR, (GATE KEY IS
 MF1785'AVAILABLE IN LINE OFFICE). TURN LEFT, SOUTHEAST, THROUGH GATE FOR
 MF1785'0.09 KM (0.06 MI) ALONG FENCE TO GAS PUMPS ON THE RIGHT. TURN RIGHT,
 MF1785'SOUTHWEST ON APRON, THEN SOUTHEAST ON THE TAXI FOR 0.42 KM (0.26 MI)
 MF1785'TO THE SOUTHEAST SIDE OF THE TURF CROSS RUNWAY. CONTINUE AHEAD ON TAXI
 MF1785'FOR 124 M (406.8 FT) TO HIGH GROUND AND THE STATION ON THE RIGHT ON
 MF1785'LINE WITH THE SIXTH PAIR OF RUNWAY LIGHTS FROM THE SOUTHEAST END OF
 MF1785'THE RUNWAY.
 MF1785'THE STATION IS LOCATED 41.6 M (136.5 FT) NORTHEAST FROM THE CENTER OF
 MF1785'THE RUNWAY, 11.8 M (38.7 FT) SOUTHWEST FROM THE CENTER OF THE TAXI,
 MF1785'AND 8.2 M (26.9 FT) NORTHEAST FROM THE CENTER OF A ROUND METAL GRATE
 MF1785'COVER.
 MF1785'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1785
 MF1785                          STATION RECOVERY (2004)
 MF1785
 MF1785'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2004 (JAR)
 MF1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0690 ***********************************************************************
 LC0690  DESIGNATION -  JONES
 LC0690  PID         -  LC0690
 LC0690  STATE/COUNTY-  IL/MCLEAN
 LC0690  USGS QUAD   -  NORMAL EAST (1981)
 LC0690
 LC0690                         *CURRENT SURVEY CONTROL
 LC0690  ___________________________________________________________________
 LC0690* NAD 83(1997)-  40 32 49.46959(N)    088 56 26.56640(W)     ADJUSTED  
 LC0690* NAVD 88     -       247.007  (meters)     810.39   (feet)  ADJUSTED  
 LC0690  ___________________________________________________________________
 LC0690  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 LC0690  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0690  DYNAMIC HT  -         246.892 (meters)     810.01  (feet)  COMP
 LC0690  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 LC0690
 LC0690  HORZ ORDER  -  SECOND
 LC0690  VERT ORDER  -  SECOND    CLASS 0
 LC0690
 LC0690.The horizontal coordinates were established by classical geodetic methods
 LC0690.and adjusted by the National Geodetic Survey in October 1999..
 LC0690
 LC0690.The orthometric height was determined by differential leveling
 LC0690.and adjusted by the National Geodetic Survey in June 1991..
 LC0690
 LC0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0690
 LC0690.The geoid height was determined by GEOID03.
 LC0690
 LC0690.The dynamic height is computed by dividing the NAVD 88
 LC0690.geopotential number by the normal gravity value computed on the
 LC0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0690.degrees latitude (g = 980.6199 gals.).
 LC0690
 LC0690.The modeled gravity was interpolated from observed gravity values.
 LC0690
 LC0690;                    North         East     Units Scale Factor Converg.
 LC0690;SPC IL E     -   430,923.210   248,550.935   MT  1.00000757   -0 23 41.5
 LC0690;SPC IL E     - 1,413,787.23    815,454.19   sFT  1.00000757   -0 23 41.5
 LC0690;UTM  16      - 4,490,289.681   335,665.984   MT  0.99993242   -1 15 42.8
 LC0690
 LC0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0690!SPC IL E     -   0.99996628  x   1.00000757  =   0.99997385
 LC0690!UTM  16      -   0.99996628  x   0.99993242  =   0.99989870
 LC0690
 LC0690|---------------------------------------------------------------------|
 LC0690| PID    Reference Object                     Distance      Geod. Az  |
 LC0690|                                                           dddmmss.s |
 LC0690| LC0691 JONES RM 1                           19.879 METERS 12542     |
 LC0690| LC0688 JONES AZ MK                                        2700249.9 |
 LC0690|---------------------------------------------------------------------|
 LC0690
 LC0690                          SUPERSEDED SURVEY CONTROL
 LC0690
 LC0690  NAD 83(1986)-  40 32 49.48432(N)    088 56 26.56773(W) AD(       ) 2
 LC0690  NAD 27      -  40 32 49.35650(N)    088 56 26.30320(W) AD(       ) 2
 LC0690  NGVD 29 (??/??/92)  247.059  (m)          810.56   (f) ADJ UNCH    2 0
 LC0690
 LC0690.Superseded values are not recommended for survey control.
 LC0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0690.See file dsdata.txt to determine how the superseded data were derived.
 LC0690
 LC0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3566690290(NAD 83)
 LC0690_MARKER: DS = TRIANGULATION STATION DISK
 LC0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0690_STAMPING: JONES 1960
 LC0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0690+STABILITY: SURFACE MOTION
 LC0690
 LC0690  HISTORY     - Date     Condition        Report By
 LC0690  HISTORY     - 1960     MONUMENTED       CGS
 LC0690  HISTORY     - 1961     GOOD             NGS
 LC0690
 LC0690                          STATION DESCRIPTION
 LC0690
 LC0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC0690'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF NORMAL,
 LC0690'2.5 MILES SOUTHWEST OF TOWANDA AND 0.8 MILE WEST OF U.S. HIGHWAY
 LC0690'66 IN THE FRONT OF THE HOME OF MR. JESSIE JONES.
 LC0690'
 LC0690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 LC0690'AND TOWANDA ROAD AT THE NORTHWEST EDGE OF TOWANDA, GO SOUTHWEST
 LC0690'ON U.S. HIGHWAY 66 FOR 1.65 MILES TO A CROSSROADS JUST AFTER
 LC0690'PASSING A SIGN ON THE RIGHT (DAVIDSONS RESTAURANT), TURN RIGHT
 LC0690'FOR ABOUT 75 FEET THEN TURN LEFT AND GO WEST ON A GRAVELED
 LC0690'ROAD FOR 0.85 MILE TO THE HOME OF MR. JONES AND THE STATION
 LC0690'ON THE RIGHT AS DESCRIBED BELOW.
 LC0690'
 LC0690'THE STATION IS A STANDARD DISK STAMPED JONES 1960 AND IS
 LC0690'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET
 LC0690'FLUSH WITH THE GROUND.  THE MARK IS 104 FEET SOUTHWEST OF THE
 LC0690'SOUTHWEST CORNER OF A FARM HOUSE, 85 FEET WEST OF A DRIVEWAY,
 LC0690'23 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 LC0690'15.9 FEET EAST OF A WITNESS POST AND 16 FEET EAST OF A TELEPHONE
 LC0690'POLE.
 LC0690'
 LC0690'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED JONES NO 1
 LC0690'1960 AND IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 LC0690'WHICH PROJECTS 4 INCHES.  THE MARK IS 38 FEET SOUTH-SOUTHWEST
 LC0690'OF A DRIVEWAY, 16 FEET SOUTH OF THE APPROXIMATE CENTER OF
 LC0690'A GRAVELED ROAD AND 0.6 FOOT NORTH OF A FENCE.
 LC0690'
 LC0690'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED JONES NO 2
 LC0690'1960 AND IS SET IN THE TOP OF A 10 INCH CONCRETE POST WHICH
 LC0690'PROJECTS 4 INCHES.  THE MARK IS 44 FEET SOUTH OF A WITNESS
 LC0690'POST, 35 FEET SOUTHWEST OF A LARGE TREE, 16 FEET SOUTH OF THE
 LC0690'APPROXIMATE CENTER OF A GRAVELED ROAD AND 6 INCHES NORTH OF
 LC0690'A FENCE.
 LC0690'
 LC0690'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JONES 1960 AND
 LC0690'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS
 LC0690'SET FLUSH WITH THE GROUND.  THE MARK IS 111 FEET WEST OF A
 LC0690'SURFACED ROAD, 24 FEET NORTH OF THE APPROXIMATE CENTER OF
 LC0690'A GRAVELED ROAD, 3.5 FEET SOUTH OF A FENCE AND 3.1 FEET
 LC0690'SOUTH-SOUTHEAST OF A WITNESS POST.
 LC0690'
 LC0690'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 LC0690'GRAVELED ROAD FOR 0.15 MILE TO A CROSSROADS, CONTINUE WEST FOR
 LC0690'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LC0690'
 LC0690'HEIGHT OF LIGHT ABOVE STATION MARK 1.92 METERS.
 LC0690
 LC0690                          STATION RECOVERY (1961)
 LC0690
 LC0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0690'2.9 MI SW FROM TOWANDA.
 LC0690'ABOUT 0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
 LC0690'AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILES WEST ALONG
 LC0690'WEST MONROE STREET, THENCE 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY
 LC0690'66, THENCE 0.85 MILES WEST ALONG A GRAVEL ROAD, AT A FARM HOUSE
 LC0690'ON THE NORTH SIDE OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE
 LC0690'OF THE ROAD, 85 FEET WEST OF THE CENTER LINE OF THE FARM DRIVE,
 LC0690'97 FEET WEST OF A POWER POLE WITH A TRANSFORMER, 104 FEET
 LC0690'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FARM HOUSE, 16 FEET
 LC0690'EAST OF A TELEPHONE POLE, 15.9 FEET EAST SOUTHEAST OF A METAL
 LC0690'WITNESS POST, 0.05 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 LC0690'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0868 ***********************************************************************
 NH0868  DESIGNATION -  JONES
 NH0868  PID         -  NH0868
 NH0868  STATE/COUNTY-  IL/WINNEBAGO
 NH0868  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0868
 NH0868                         *CURRENT SURVEY CONTROL
 NH0868  ___________________________________________________________________
 NH0868* NAD 83(1997)-  42 19 24.75084(N)    089 04 14.89366(W)     ADJUSTED  
 NH0868* NAVD 88     -       216.997  (meters)     711.93   (feet)  POSTED    
 NH0868  ___________________________________________________________________
 NH0868  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 NH0868  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH0868  DYNAMIC HT  -         216.930 (meters)     711.71  (feet)  COMP
 NH0868  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 NH0868
 NH0868  HORZ ORDER  -  SECOND
 NH0868  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NH0868
 NH0868.The horizontal coordinates were established by classical geodetic methods
 NH0868.and adjusted by the National Geodetic Survey in October 1999..
 NH0868
 NH0868.The orthometric height was determined by differential leveling
 NH0868.and adjusted by the National Geodetic Survey in 1992..
 NH0868.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NH0868.rate of 0.0 thru 1.0 mm/km.
 NH0868
 NH0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0868
 NH0868.The geoid height was determined by GEOID03.
 NH0868
 NH0868.The dynamic height is computed by dividing the NAVD 88
 NH0868.geopotential number by the normal gravity value computed on the
 NH0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0868.degrees latitude (g = 980.6199 gals.).
 NH0868
 NH0868.The modeled gravity was interpolated from observed gravity values.
 NH0868
 NH0868;                    North         East     Units Scale Factor Converg.
 NH0868;SPC IL W     -   628,600.004   790,326.909   MT  1.00004153   +0 44 16.5
 NH0868;SPC IL W     - 2,062,331.85  2,592,930.87   sFT  1.00004153   +0 44 16.5
 NH0868;UTM  16      - 4,687,776.377   329,368.914   MT  0.99995824   -1 23 40.7
 NH0868
 NH0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0868!SPC IL W     -   0.99997121  x   1.00004153  =   1.00001274
 NH0868!UTM  16      -   0.99997121  x   0.99995824  =   0.99992945
 NH0868
 NH0868:                Primary Azimuth Mark                     Grid Az
 NH0868:SPC IL W     -  COOK                                     179 42 37.4
 NH0868:UTM  16      -  COOK                                     181 50 34.6
 NH0868
 NH0868|---------------------------------------------------------------------|
 NH0868| PID    Reference Object                     Distance      Geod. Az  |
 NH0868|                                                           dddmmss.s |
 NH0868| NH1407 COOK                                APPROX. 0.5 KM 1802653.9 |
 NH0868| CI9832 JONES RM                             21.050 METERS 31423     |
 NH0868| NH0551 COLES                               APPROX. 1.8 KM 3482224.5 |
 NH0868|---------------------------------------------------------------------|
 NH0868
 NH0868                          SUPERSEDED SURVEY CONTROL
 NH0868
 NH0868  NAD 83(1997)-  42 19 24.75081(N)    089 04 14.89447(W) AD(       ) 2
 NH0868  NAD 83(1997)-  42 19 24.74776(N)    089 04 14.89511(W) AD(       ) 2
 NH0868  NAD 83(1986)-  42 19 24.74568(N)    089 04 14.89583(W) AD(       ) 2
 NH0868  NAD 27      -  42 19 24.67730(N)    089 04 14.50960(W) AD(       ) 2
 NH0868
 NH0868.Superseded values are not recommended for survey control.
 NH0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0868.See file dsdata.txt to determine how the superseded data were derived.
 NH0868
 NH0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2936987776(NAD 83)
 NH0868_MARKER: DS = TRIANGULATION STATION DISK
 NH0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0868+STABILITY: SURFACE MOTION
 NH0868
 NH0868  HISTORY     - Date     Condition        Report By
 NH0868  HISTORY     - 1920     MONUMENTED       CGS
 NH0868  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH0868  HISTORY     - 19970323 MARK NOT FOUND   USPSQD
 NH0868
 NH0868                          STATION DESCRIPTION
 NH0868
 NH0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0868'STATION IS ABOUT 4-1/4 MILES N OF ROCKFORD, ON THE E SIDE OF
 NH0868'CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 12 YARDS S OF THE
 NH0868'RAILROAD BRIDGE E 590, 325 YARDS E OF WINNEBAGO COUNTY FARM
 NH0868'HOME, AND 1.97 METERS (6.46 FEET) E OF THE E AND NEAREST RAIL.
 NH0868'THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 NH0868'BRONZE DISKS SET IN CONCRETE.
 NH0868'THE REFERENCE MARK IS ON THE OPPOSITE SIDE OF THE
 NH0868'TRACK, 21.05 METERS (69.06 FEET) FROM THE STATION, N 45 DEG 37 MIN W.
 NH0868
 NH0868                          STATION RECOVERY (1954)
 NH0868
 NH0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0868'THIS STATION WAS NOT RECOVERED.  IT WAS PROBABLY LOST WHEN
 NH0868'THE BRIDGE, MENTIONED IN THE 1920 DESCRIPTION, WAS REPLACED
 NH0868'BY A 6-FT. CONCRETE TILE.
 NH0868
 NH0868                          STATION RECOVERY (1997)
 NH0868
 NH0868'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1595 ***********************************************************************
 HB1595  DESIGNATION -  JONES
 HB1595  PID         -  HB1595
 HB1595  STATE/COUNTY-  IL/SALINE
 HB1595  USGS QUAD   -  HARCO (1963)
 HB1595
 HB1595                         *CURRENT SURVEY CONTROL
 HB1595  ___________________________________________________________________
 HB1595* NAD 83(1997)-  37 51 13.40587(N)    088 37 51.73722(W)     ADJUSTED  
 HB1595* NAVD 88     -       156.     (meters)     512.     (feet)  SCALED    
 HB1595  ___________________________________________________________________
 HB1595  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HB1595  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HB1595
 HB1595  HORZ ORDER  -  SECOND
 HB1595
 HB1595.The horizontal coordinates were established by classical geodetic methods
 HB1595.and adjusted by the National Geodetic Survey in October 1999..
 HB1595
 HB1595.The orthometric height was scaled from a topographic map.
 HB1595
 HB1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1595
 HB1595.The geoid height was determined by GEOID03.
 HB1595
 HB1595;                    North         East     Units Scale Factor Converg.
 HB1595;SPC IL E     -   131,781.092   273,800.629   MT  0.99998345   -0 10 57.7
 HB1595;SPC IL E     -   432,351.80    898,294.23   sFT  0.99998345   -0 10 57.7
 HB1595;UTM  16      - 4,190,839.060   356,510.406   MT  0.99985359   -1 00 03.8
 HB1595
 HB1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1595!SPC IL E     -   0.99998019  x   0.99998345  =   0.99996364
 HB1595!UTM  16      -   0.99998019  x   0.99985359  =   0.99983378
 HB1595
 HB1595:                Primary Azimuth Mark                     Grid Az
 HB1595:SPC IL E     -  GALATIA MUNICIPAL TANK                   122 57 43.4
 HB1595:UTM  16      -  GALATIA MUNICIPAL TANK                   123 46 49.5
 HB1595
 HB1595|---------------------------------------------------------------------|
 HB1595| PID    Reference Object                     Distance      Geod. Az  |
 HB1595|                                                           dddmmss.s |
 HB1595| HB1590 GALATIA MUNICIPAL TANK              APPROX. 2.1 KM 1224645.7 |
 HB1595| CI3965 JONES AZ MK                                        1420618.4 |
 HB1595| CI3966 JONES RM 1                           17.415 METERS 22418     |
 HB1595| CI3967 JONES RM 2                           13.229 METERS 27434     |
 HB1595|---------------------------------------------------------------------|
 HB1595
 HB1595                          SUPERSEDED SURVEY CONTROL
 HB1595
 HB1595  NAD 83(1997)-  37 51 13.41282(N)    088 37 51.73657(W) AD(       ) 2
 HB1595  NAD 83(1986)-  37 51 13.41757(N)    088 37 51.73934(W) AD(       ) 2
 HB1595  NAD 27      -  37 51 13.24441(N)    088 37 51.53921(W) AD(       ) 2
 HB1595
 HB1595.Superseded values are not recommended for survey control.
 HB1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1595.See file dsdata.txt to determine how the superseded data were derived.
 HB1595
 HB1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5651090839(NAD 83)
 HB1595_MARKER: DS = TRIANGULATION STATION DISK
 HB1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1595
 HB1595  HISTORY     - Date     Condition        Report By
 HB1595  HISTORY     - 1960     MONUMENTED       CGS
 HB1595
 HB1595                          STATION DESCRIPTION
 HB1595
 HB1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1595'THE STATION IS ABOUT 1-1/4 MILES NORTHWEST OF THE TOWN OF GALATIA,
 HB1595'ABOUT 2-1/4 MILES EAST OF RILEYVILLE, ON A HIGH HILL ON THE
 HB1595'CHICKEN FARM OF MR. BOB JONES, OWNER OF JONES FEED STORE IN GALATIA.
 HB1595'IT IS IN THE WEST EDGE OF SECTION 2, T. AND S., R. 5 E., 8 FEET
 HB1595'SOUTH OF A CONCRETE BLOCK BUILDING, 8 FEET SOUTH OF A WITNESS POST,
 HB1595'37 FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 HB1595'BUILDING AND 60 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A CHICKEN
 HB1595'YARD.  THE MONUMENT IS 2 INCHES UNDERGROUND AND THE DISK IS
 HB1595'STAMPED JONES 1960.
 HB1595'
 HB1595'TO REACH THE STATION FROM THE METHODIST CHURCH GALATIA, GO WEST ON
 HB1595'STATE HIGHWAY 34 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 HB1595'RIGHT.  CONTINUE WEST ON HIGHWAY 34 FOR 0.45 MILE TO A SIDE ROAD
 HB1595'RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD TO A SIDE
 HB1595'ROAD LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A
 HB1595'FARM ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE FARM ROAD FOR
 HB1595'0.1 MILE TO CHICKEN COOPS AND THE STATION.
 HB1595'
 HB1595'REFERENCE MARK 1 IS 2 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A
 HB1595'FENCE CORNER, 64 FEET SOUTHWEST OF A WITNESS POST AND 21 FEET
 HB1595'SOUTH OF THE SOUTHEAST CORNER OF THE WEST ONE OF TWO BUILDINGS.  THE
 HB1595'MONUMENT IS FLUSH AND THE DISK IS STAMPED JONES NO 1 1960.
 HB1595'
 HB1595'REFERENCE MARK 2 IS 1 FOOT EAST OF THE NORTHEAST CORNER OF THE WEST
 HB1595'ONE OF TWO BUILDINGS, 1 FOOT SOUTH OF THE NORTHEAST CORNER OF THE
 HB1595'WEST ONE OF TWO BUILDINGS AND 6 FEET WEST OF THE SOUTHWEST CORNER OF
 HB1595'THE EAST ONE OF TWO BUILDINGS.  THE MONUMENT IS FLUSH AND THE DISK
 HB1595'IS STAMPED JONES NO 2 1960.
 HB1595'
 HB1595'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A WIRE FENCE, 3 FEET WEST OF A
 HB1595'WITNESS POST, 35 FEET NORTH OF THE CENTERLINE OF STATE
 HB1595'HIGHWAY 34 AND 68 FEET WEST OF THE WEST END OF A CULVERT.  THE
 HB1595'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED JONES 1960.
 HB1595'
 HB1595'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0287 ***********************************************************************
 KB0287  DESIGNATION -  JONES AZ
 KB0287  PID         -  KB0287
 KB0287  STATE/COUNTY-  IL/COLES
 KB0287  USGS QUAD   -  MATTOON EAST (1984)
 KB0287
 KB0287                         *CURRENT SURVEY CONTROL
 KB0287  ___________________________________________________________________
 KB0287* NAD 83(1986)-  39 26 19.     (N)    088 21 02.     (W)     SCALED    
 KB0287* NAVD 88     -       234.325  (meters)     768.78   (feet)  ADJUSTED  
 KB0287  ___________________________________________________________________
 KB0287  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0287  DYNAMIC HT  -         234.188 (meters)     768.33  (feet)  COMP
 KB0287  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 KB0287
 KB0287  VERT ORDER  -  SECOND    CLASS 0
 KB0287
 KB0287.The horizontal coordinates were scaled from a topographic map and have
 KB0287.an estimated accuracy of +/- 6 seconds.
 KB0287
 KB0287.The orthometric height was determined by differential leveling
 KB0287.and adjusted by the National Geodetic Survey in June 1991..
 KB0287
 KB0287.The geoid height was determined by GEOID03.
 KB0287
 KB0287.The dynamic height is computed by dividing the NAVD 88
 KB0287.geopotential number by the normal gravity value computed on the
 KB0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0287.degrees latitude (g = 980.6199 gals.).
 KB0287
 KB0287.The modeled gravity was interpolated from observed gravity values.
 KB0287
 KB0287;                    North         East    Units  Estimated Accuracy
 KB0287;SPC IL E     -   307,670.      298,520.      MT  (+/- 180 meters Scaled)
 KB0287
 KB0287                          SUPERSEDED SURVEY CONTROL
 KB0287
 KB0287  NGVD 29 (??/??/92)  234.386  (m)          768.98   (f) ADJ UNCH    2 0
 KB0287
 KB0287.Superseded values are not recommended for survey control.
 KB0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0287.See file dsdata.txt to determine how the superseded data were derived.
 KB0287
 KB0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ837663(NAD 83)
 KB0287_MARKER: DZ = AZIMUTH MARK DISK
 KB0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0287_STAMPING: JONES 1959
 KB0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0287+STABILITY: SURFACE MOTION
 KB0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0287+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0287
 KB0287  HISTORY     - Date     Condition        Report By
 KB0287  HISTORY     - 1959     MONUMENTED       CGS
 KB0287  HISTORY     - 1980     GOOD             NGS
 KB0287  HISTORY     - 20050228 GOOD             ILDT
 KB0287
 KB0287                          STATION DESCRIPTION
 KB0287
 KB0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0287'5.2 MI S FROM MATTOON.
 KB0287'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0287'WITH STATE HIGHWAY 16, THENCE 1.6 MILES EAST ALONG AN ASPHALT
 KB0287'ROAD, THENCE 1.7 MILES SOUTH ALONG AN ASPHALT ROAD, AT THE
 KB0287'JUNCTION OF AN ASPHALT ROAD EAST, 23 FEET EAST OF THE CENTER
 KB0287'LINE OF THE ROAD, 33 1/2 FEET NORTH OF THE CENTER LINE OF THE
 KB0287'ROAD EAST, 39 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 4
 KB0287'FEET NORTH OF A TELEPHONE POLE, 13 1/2 FEET NORTH OF THE NORTH
 KB0287'END OF A CORRUGATED PIPE CULVERT, 1.8 FEET NORTH OF A METAL
 KB0287'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET IN
 KB0287'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KB0287
 KB0287                          STATION RECOVERY (1980)
 KB0287
 KB0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KB0287'RECOVERED IN GOOD CONDITION.
 KB0287
 KB0287                          STATION RECOVERY (2005)
 KB0287
 KB0287'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0287'MARK IS ON NE QUAD OF 450N/650E 23'EAST OF CENTERLINE OF 650E AND
 KB0287'33.5' NORTH OF 450N, 13.5' NORTH OF END OF CMP, 3' NW OF A TELEPHONE
 KB0287'JUNCTION BOX, 39' NE OF JUNCTION OF ROADS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0688 ***********************************************************************
 LC0688  DESIGNATION -  JONES AZ MK
 LC0688  PID         -  LC0688
 LC0688  STATE/COUNTY-  IL/MCLEAN
 LC0688  USGS QUAD   -  NORMAL EAST (1981)
 LC0688
 LC0688                         *CURRENT SURVEY CONTROL
 LC0688  ___________________________________________________________________
 LC0688* NAD 83(1986)-  40 32 49.     (N)    088 56 40.     (W)     SCALED    
 LC0688* NAVD 88     -       246.496  (meters)     808.71   (feet)  ADJUSTED  
 LC0688  ___________________________________________________________________
 LC0688  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0688  DYNAMIC HT  -         246.381 (meters)     808.34  (feet)  COMP
 LC0688  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 LC0688
 LC0688  VERT ORDER  -  SECOND    CLASS 0
 LC0688
 LC0688.The horizontal coordinates were scaled from a topographic map and have
 LC0688.an estimated accuracy of +/- 6 seconds.
 LC0688
 LC0688.The orthometric height was determined by differential leveling
 LC0688.and adjusted by the National Geodetic Survey in June 1991..
 LC0688
 LC0688.The geoid height was determined by GEOID03.
 LC0688
 LC0688.The dynamic height is computed by dividing the NAVD 88
 LC0688.geopotential number by the normal gravity value computed on the
 LC0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0688.degrees latitude (g = 980.6199 gals.).
 LC0688
 LC0688.The modeled gravity was interpolated from observed gravity values.
 LC0688
 LC0688;                    North         East    Units  Estimated Accuracy
 LC0688;SPC IL E     -   430,910.      248,240.      MT  (+/- 180 meters Scaled)
 LC0688
 LC0688                          SUPERSEDED SURVEY CONTROL
 LC0688
 LC0688  NGVD 29 (??/??/92)  246.548  (m)          808.88   (f) ADJ UNCH    2 0
 LC0688
 LC0688.Superseded values are not recommended for survey control.
 LC0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0688.See file dsdata.txt to determine how the superseded data were derived.
 LC0688
 LC0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK353902(NAD 83)
 LC0688_MARKER: DZ = AZIMUTH MARK DISK
 LC0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0688_STAMPING: JONES 1960
 LC0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0688+STABILITY: SURFACE MOTION
 LC0688
 LC0688  HISTORY     - Date     Condition        Report By
 LC0688  HISTORY     - 1960     MONUMENTED       CGS
 LC0688  HISTORY     - 1961     GOOD             NGS
 LC0688
 LC0688                          STATION DESCRIPTION
 LC0688
 LC0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0688'3.2 MI SW FROM TOWANDA.
 LC0688'ABOUT 0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
 LC0688'AND OHIO RAILROAD STATION IN TOWANDA, 0.2 MILES WEST ALONG WEST
 LC0688'MONROE STREET, THENCE 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 66,
 LC0688'THENCE 1.10 MILES WEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF
 LC0688'A NORTH- SOUTH ASPHALT PAVED ROAD, 24 FEET NORTH OF THE CENTER
 LC0688'LINE OF THE GRAVEL ROAD, 109 FEET WEST OF THE CENTER LINE OF THE
 LC0688'ASPHALT PAVED ROAD, 114 FEET NORTHWEST OF THE CENTER OF THE
 LC0688'JUNCTION, 4.5 FEET SOUTH OF A FENCE, 80 FEET WEST OF A FENCE
 LC0688'CORNER, 78 FEET WEST OF A WIRE BRACED POWER POLE, 3.1 FEET SOUTH
 LC0688'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LC0688'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0691 ***********************************************************************
 LC0691  DESIGNATION -  JONES RM 1
 LC0691  PID         -  LC0691
 LC0691  STATE/COUNTY-  IL/MCLEAN
 LC0691  USGS QUAD   -  NORMAL EAST (1981)
 LC0691
 LC0691                         *CURRENT SURVEY CONTROL
 LC0691  ___________________________________________________________________
 LC0691* NAD 83(1986)-  40 32 49.     (N)    088 56 26.     (W)     SCALED    
 LC0691* NAVD 88     -       247.677  (meters)     812.59   (feet)  ADJUSTED  
 LC0691  ___________________________________________________________________
 LC0691  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0691  DYNAMIC HT  -         247.562 (meters)     812.21  (feet)  COMP
 LC0691  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 LC0691
 LC0691  VERT ORDER  -  SECOND    CLASS 0
 LC0691
 LC0691.The horizontal coordinates were scaled from a topographic map and have
 LC0691.an estimated accuracy of +/- 6 seconds.
 LC0691
 LC0691.The orthometric height was determined by differential leveling
 LC0691.and adjusted by the National Geodetic Survey in June 1991..
 LC0691
 LC0691.The geoid height was determined by GEOID03.
 LC0691
 LC0691.The dynamic height is computed by dividing the NAVD 88
 LC0691.geopotential number by the normal gravity value computed on the
 LC0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0691.degrees latitude (g = 980.6199 gals.).
 LC0691
 LC0691.The modeled gravity was interpolated from observed gravity values.
 LC0691
 LC0691;                    North         East    Units  Estimated Accuracy
 LC0691;SPC IL E     -   430,910.      248,560.      MT  (+/- 180 meters Scaled)
 LC0691
 LC0691                          SUPERSEDED SURVEY CONTROL
 LC0691
 LC0691  NGVD 29 (??/??/92)  247.730  (m)          812.76   (f) ADJ UNCH    2 0
 LC0691
 LC0691.Superseded values are not recommended for survey control.
 LC0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0691.See file dsdata.txt to determine how the superseded data were derived.
 LC0691
 LC0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK356902(NAD 83)
 LC0691_MARKER: DR = REFERENCE MARK DISK
 LC0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0691_STAMPING: JONES NO 1 1960
 LC0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0691+STABILITY: SURFACE MOTION
 LC0691
 LC0691  HISTORY     - Date     Condition        Report By
 LC0691  HISTORY     - 1960     MONUMENTED       CGS
 LC0691  HISTORY     - 1961     GOOD             NGS
 LC0691
 LC0691                          STATION DESCRIPTION
 LC0691
 LC0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0691'2.9 MI SW FROM TOWANDA.
 LC0691'ABOUT 0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
 LC0691'AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILES WEST ALONG
 LC0691'WEST MONROE STREET, THENCE 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY
 LC0691'66, THENCE 0.85 MILES WEST ALONG A GRAVEL ROAD, AT A FARM HOUSE
 LC0691'ON THE NORTH SIDE OF THE ROAD, 17 FEET SOUTH OF THE CENTERLINE
 LC0691'OF THE ROAD, 31 FEET WEST OF THE EXTENDED CENTER LINE OF THE FARM
 LC0691'DRIVE, 61 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 79
 LC0691'FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE,
 LC0691'65.2 FEET SOUTHEAST OF TRIANGULATION STATION JONES, 79.2 FEET
 LC0691'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 LC0691'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0689 ***********************************************************************
 LC0689  DESIGNATION -  JONES RM 2
 LC0689  PID         -  LC0689
 LC0689  STATE/COUNTY-  IL/MCLEAN
 LC0689  USGS QUAD   -  NORMAL EAST (1981)
 LC0689
 LC0689                         *CURRENT SURVEY CONTROL
 LC0689  ___________________________________________________________________
 LC0689* NAD 83(1986)-  40 32 49.     (N)    088 56 26.     (W)     SCALED    
 LC0689* NAVD 88     -       246.838  (meters)     809.83   (feet)  ADJUSTED  
 LC0689  ___________________________________________________________________
 LC0689  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0689  DYNAMIC HT  -         246.724 (meters)     809.46  (feet)  COMP
 LC0689  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 LC0689
 LC0689  VERT ORDER  -  SECOND    CLASS 0
 LC0689
 LC0689.The horizontal coordinates were scaled from a topographic map and have
 LC0689.an estimated accuracy of +/- 6 seconds.
 LC0689
 LC0689.The orthometric height was determined by differential leveling
 LC0689.and adjusted by the National Geodetic Survey in June 1991..
 LC0689
 LC0689.The geoid height was determined by GEOID03.
 LC0689
 LC0689.The dynamic height is computed by dividing the NAVD 88
 LC0689.geopotential number by the normal gravity value computed on the
 LC0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0689.degrees latitude (g = 980.6199 gals.).
 LC0689
 LC0689.The modeled gravity was interpolated from observed gravity values.
 LC0689
 LC0689;                    North         East    Units  Estimated Accuracy
 LC0689;SPC IL E     -   430,910.      248,560.      MT  (+/- 180 meters Scaled)
 LC0689
 LC0689                          SUPERSEDED SURVEY CONTROL
 LC0689
 LC0689  NGVD 29 (??/??/92)  246.891  (m)          810.01   (f) ADJ UNCH    2 0
 LC0689
 LC0689.Superseded values are not recommended for survey control.
 LC0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0689.See file dsdata.txt to determine how the superseded data were derived.
 LC0689
 LC0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK356902(NAD 83)
 LC0689_MARKER: DR = REFERENCE MARK DISK
 LC0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0689_STAMPING: JONES NO 2 1960
 LC0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0689+STABILITY: SURFACE MOTION
 LC0689
 LC0689  HISTORY     - Date     Condition        Report By
 LC0689  HISTORY     - 1960     MONUMENTED       CGS
 LC0689  HISTORY     - 1961     GOOD             NGS
 LC0689
 LC0689                          STATION DESCRIPTION
 LC0689
 LC0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0689'2.9 MI SW FROM TOWANDA.
 LC0689'ABOUT 0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
 LC0689'AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILES WEST ALONG
 LC0689'WEST MONROE STREET, THENCE 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY
 LC0689'66, THENCE 0.85 MILES WEST ALONG A GRAVEL ROAD, AT A FARM HOUSE
 LC0689'ON THE NORTH SIDE OF THE ROAD, 17 FEET SOUTH OF THE CENTER LINE
 LC0689'OF THE ROAD, 119 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 LC0689'FARM DRIVE, 138 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 LC0689'44.5 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE,
 LC0689'51.7 FEET SOUTHWEST OF TRIANGULATION STATION JONES, 44.0 FEET
 LC0689'SOUTHWEST OF A METAL WITNESS POST, 0.5 FEET ABOVE THE LEVEL OF
 LC0689'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LC0689'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0286 ***********************************************************************
 KB0286  DESIGNATION -  JONES RM 2
 KB0286  PID         -  KB0286
 KB0286  STATE/COUNTY-  IL/COLES
 KB0286  USGS QUAD   -  MATTOON EAST (1984)
 KB0286
 KB0286                         *CURRENT SURVEY CONTROL
 KB0286  ___________________________________________________________________
 KB0286* NAD 83(1986)-  39 26 36.     (N)    088 21 01.     (W)     SCALED    
 KB0286* NAVD 88     -       232.060  (meters)     761.35   (feet)  ADJUSTED  
 KB0286  ___________________________________________________________________
 KB0286  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0286  DYNAMIC HT  -         231.926 (meters)     760.91  (feet)  COMP
 KB0286  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 KB0286
 KB0286  VERT ORDER  -  SECOND    CLASS 0
 KB0286
 KB0286.The horizontal coordinates were scaled from a topographic map and have
 KB0286.an estimated accuracy of +/- 6 seconds.
 KB0286
 KB0286.The orthometric height was determined by differential leveling
 KB0286.and adjusted by the National Geodetic Survey in June 1991..
 KB0286
 KB0286.The geoid height was determined by GEOID03.
 KB0286
 KB0286.The dynamic height is computed by dividing the NAVD 88
 KB0286.geopotential number by the normal gravity value computed on the
 KB0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0286.degrees latitude (g = 980.6199 gals.).
 KB0286
 KB0286.The modeled gravity was interpolated from observed gravity values.
 KB0286
 KB0286;                    North         East    Units  Estimated Accuracy
 KB0286;SPC IL E     -   308,200.      298,540.      MT  (+/- 180 meters Scaled)
 KB0286
 KB0286                          SUPERSEDED SURVEY CONTROL
 KB0286
 KB0286  NGVD 29 (??/??/92)  232.122  (m)          761.55   (f) ADJ UNCH    2 0
 KB0286
 KB0286.Superseded values are not recommended for survey control.
 KB0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0286.See file dsdata.txt to determine how the superseded data were derived.
 KB0286
 KB0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ838668(NAD 83)
 KB0286_MARKER: DR = REFERENCE MARK DISK
 KB0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0286_STAMPING: JONES NO 2 1959
 KB0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0286+STABILITY: SURFACE MOTION
 KB0286
 KB0286  HISTORY     - Date     Condition        Report By
 KB0286  HISTORY     - 1959     MONUMENTED       CGS
 KB0286  HISTORY     - 1974     MARK NOT FOUND   NGS
 KB0286  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0286  HISTORY     - 20050228 MARK NOT FOUND   ILDT
 KB0286
 KB0286                          STATION DESCRIPTION
 KB0286
 KB0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0286'4.9 MI SE FROM MATTOON.
 KB0286'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0286'WITH STATE HIGHWAY 16 IN MATTOON, THENCE 1.6 MILES EAST ALONG AN
 KB0286'ASPHALT ROAD, THENCE 1.4 MILES SOUTH ALONG AN ASPHALT ROAD, AT
 KB0286'THE SOUTH END OF A JOG IN THE ROAD, 30 FEET EAST OF THE CENTER
 KB0286'LINE OF THE ROAD, 3 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 KB0286'NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHWEST OF A
 KB0286'TELEPHONE POLE, 1 FOOT NORTH OF THE EXTENDED EAST-WEST FENCE
 KB0286'LINE, 3 1/2 FEET WEST-NORTHWEST OF THE WEST END OF A FENCE, 55
 KB0286'FEET EAST-SOUTHEAST AND ACROSS THE ROAD FROM THE NORTH END OF A
 KB0286'CORRUGATED PIPE CULVERT, 48 FEET EAST-NORTHEAST AND ACROSS THE
 KB0286'ROAD FROM THE SOUTH END OF A CORRUGATED PIPE CULVERT, 49.3 FEET
 KB0286'EAST OF TRIANGULATION STATION JONES, 47.0 FEET EAST OF A METAL
 KB0286'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET
 KB0286'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0286
 KB0286                          STATION RECOVERY (1974)
 KB0286
 KB0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KB0286'MARK NOT FOUND.
 KB0286
 KB0286                          STATION RECOVERY (1982)
 KB0286
 KB0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0286'MARK NOT FOUND.
 KB0286
 KB0286                          STATION RECOVERY (2005)
 KB0286
 KB0286'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1570 ***********************************************************************
 HB1570  DESIGNATION -  JOPPA
 HB1570  PID         -  HB1570
 HB1570  STATE/COUNTY-  IL/MASSAC
 HB1570  USGS QUAD   -  JOPPA (1982)
 HB1570
 HB1570                         *CURRENT SURVEY CONTROL
 HB1570  ___________________________________________________________________
 HB1570* NAD 83(1997)-  37 12 55.24665(N)    088 49 07.70289(W)     ADJUSTED  
 HB1570* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 HB1570  ___________________________________________________________________
 HB1570  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HB1570  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HB1570
 HB1570  HORZ ORDER  -  FIRST
 HB1570
 HB1570.The horizontal coordinates were established by classical geodetic methods
 HB1570.and adjusted by the National Geodetic Survey in October 1999..
 HB1570
 HB1570.The orthometric height was scaled from a topographic map.
 HB1570
 HB1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1570
 HB1570.The geoid height was determined by GEOID03.
 HB1570
 HB1570;                    North         East     Units Scale Factor Converg.
 HB1570;SPC IL E     -    60,999.455   256,910.343   MT  0.99999786   -0 17 37.0
 HB1570;SPC IL E     -   200,129.05    842,880.02   sFT  0.99999786   -0 17 37.0
 HB1570;SPC KY1Z     - 1,102,367.673 1,227,669.670   MT  0.99997103   -1 53 02.9
 HB1570;SPC KY1Z     - 3,616,684.61  4,027,779.58   sFT  0.99997103   -1 53 02.9
 HB1570;SPC KY S     -   602,303.552   227,674.874   MT  0.99994754   -1 51 40.0
 HB1570;SPC KY S     - 1,976,057.57    746,963.32   sFT  0.99994754   -1 51 40.0
 HB1570;UTM  16      - 4,120,311.356   338,619.943   MT  0.99992082   -1 06 01.0
 HB1570
 HB1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1570!SPC IL E     -   0.99998030  x   0.99999786  =   0.99997816
 HB1570!SPC KY1Z     -   0.99998030  x   0.99997103  =   0.99995133
 HB1570!SPC KY S     -   0.99998030  x   0.99994754  =   0.99992784
 HB1570!UTM  16      -   0.99998030  x   0.99992082  =   0.99990112
 HB1570
 HB1570:                Primary Azimuth Mark                     Grid Az
 HB1570:SPC IL E     -  BROOKPORT MUNICIPAL TANK                 121 16 36.6
 HB1570:SPC KY1Z     -  BROOKPORT MUNICIPAL TANK                 122 52 02.5
 HB1570:SPC KY S     -  BROOKPORT MUNICIPAL TANK                 122 50 39.6
 HB1570:UTM  16      -  BROOKPORT MUNICIPAL TANK                 122 05 00.6
 HB1570
 HB1570|---------------------------------------------------------------------|
 HB1570| PID    Reference Object                     Distance      Geod. Az  |
 HB1570|                                                           dddmmss.s |
 HB1570| HB1549 BROOKPORT MUNICIPAL TANK            APPROX.19.8 KM 1205859.6 |
 HB1570| HB1560 METROPOLIS BENDING CO STACK         APPROX.12.3 KM 1303422.2 |
 HB1570| HB1561 METROPOLIS MUNICIPAL TANK           APPROX.10.4 KM 1330035.2 |
 HB1570| CI3968 JOPPA RM 1                           99.213 METERS 18830     |
 HB1570| CI3969 JOPPA RM 2                                         3300720.5 |
 HB1570|---------------------------------------------------------------------|
 HB1570
 HB1570                          SUPERSEDED SURVEY CONTROL
 HB1570
 HB1570  NAD 83(1997)-  37 12 55.25133(N)    088 49 07.70158(W) AD(       ) 1
 HB1570  NAD 83(1986)-  37 12 55.25679(N)    088 49 07.70504(W) AD(       ) 1
 HB1570  NAD 27      -  37 12 55.06200(N)    088 49 07.49500(W) AD(       ) 1
 HB1570
 HB1570.Superseded values are not recommended for survey control.
 HB1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1570.See file dsdata.txt to determine how the superseded data were derived.
 HB1570
 HB1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3862020311(NAD 83)
 HB1570_MARKER: DS = TRIANGULATION STATION DISK
 HB1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1570
 HB1570  HISTORY     - Date     Condition        Report By
 HB1570  HISTORY     - 1930     MONUMENTED       CGS
 HB1570  HISTORY     - 1958     GOOD             CGS
 HB1570
 HB1570                          STATION DESCRIPTION
 HB1570
 HB1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1570'ABOUT 7 MILES NORTHWEST OF METROPOLIS AND 2 MILES NORTHEAST OF JOPPA,
 HB1570'ON LAND OWNED BY C. A. BARMAN, IN NW1/4SW1/4 SEC.  18. STATION IS IN
 HB1570'FENCE LINE BETWEEN ORCHARD AND PASTURE, 67 METERS SOUTH OF ROAD, AND
 HB1570'ABOUT 55 METERS SOUTHEAST OF AN UNPAINTED BARN WHICH IS ACROSS ROAD
 HB1570'FROM A SMALL YELLOW HOUSE.
 HB1570'
 HB1570'FROM JOPPA GO TO CORNER 1 MILE NORTH, AND 0.3 MILE EAST OF CROSSING
 HB1570'OVER CHICAGO AND EASTERN ILLINOIS RAILWAY. PROCEED STRAIGHT EAST
 HB1570'0.7 MILE TO FORK, THENCE RIGHT HAND FORK 0.8 MILE TO STATION IN
 HB1570'SOUTHEAST DIRECTION.
 HB1570'
 HB1570'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 HB1570'SET IN CONCRETE.
 HB1570'
 HB1570'REFERENCE MARK NO. 1 IS 325.5 FEET SOUTH OF STATION IN FENCE LINE,
 HB1570'AND ACROSS SMALL SWALE ON TOP OF RIDGE.
 HB1570'
 HB1570'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION ABOUT 1/8 MILE, IN FENCE
 HB1570'LINE 6 METERS SOUTH OF ROAD, AND ABOUT 100 METERS WEST OF HOUSE.
 HB1570'
 HB1570'HEIGHT OF SIGNAL ABOVE STATION MARK-31 METERS.
 HB1570
 HB1570                          STATION RECOVERY (1958)
 HB1570
 HB1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WNM)
 HB1570'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 HB1570'GOOD CONDITION. THE TOP OF REFERENCE MARK 2 HAD BEEN MUTILATED AND
 HB1570'THE DISK WAS GONE. AS THE STATION MARK WAS TOO CLOSE TO A CONCRETE
 HB1570'FEEDING SLAB, IT WAS DESTROYED AT THE REQUEST OF THE PROPERTY OWNER
 HB1570'AFTER JOPPA 2 1957 WAS ESTABLISHED. REFERENCE MARK 1 WAS DESTROYED AS
 HB1570'THERE WERE A NUMBER OF SMALL TREES ON LINE.
 HB1570'
 HB1570'A COMPLETE NEW STATION INCLUDING STATION MARK, REFERENCE MARKS 3 AND
 HB1570'4, AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1571 ***********************************************************************
 HB1571  DESIGNATION -  JOPPA 2
 HB1571  PID         -  HB1571
 HB1571  STATE/COUNTY-  IL/MASSAC
 HB1571  USGS QUAD   -  JOPPA (1982)
 HB1571
 HB1571                         *CURRENT SURVEY CONTROL
 HB1571  ___________________________________________________________________
 HB1571* NAD 83(1997)-  37 12 55.22260(N)    088 49 07.20936(W)     ADJUSTED  
 HB1571* NAVD 88     -       154.     (meters)     505.     (feet)  SCALED    
 HB1571  ___________________________________________________________________
 HB1571  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HB1571  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HB1571
 HB1571  HORZ ORDER  -  FIRST
 HB1571
 HB1571.The horizontal coordinates were established by classical geodetic methods
 HB1571.and adjusted by the National Geodetic Survey in October 1999..
 HB1571
 HB1571.The orthometric height was scaled from a topographic map.
 HB1571
 HB1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1571
 HB1571.The geoid height was determined by GEOID03.
 HB1571
 HB1571;                    North         East     Units Scale Factor Converg.
 HB1571;SPC IL E     -    60,998.651   256,922.507   MT  0.99999785   -0 17 36.8
 HB1571;SPC IL E     -   200,126.41    842,919.93   sFT  0.99999785   -0 17 36.8
 HB1571;SPC KY1Z     - 1,102,366.532 1,227,681.807   MT  0.99997103   -1 53 02.6
 HB1571;SPC KY1Z     - 3,616,680.86  4,027,819.40   sFT  0.99997103   -1 53 02.6
 HB1571;SPC KY S     -   602,302.416   227,687.011   MT  0.99994754   -1 51 39.7
 HB1571;SPC KY S     - 1,976,053.84    747,003.14   sFT  0.99994754   -1 51 39.7
 HB1571;UTM  16      - 4,120,310.381   338,632.094   MT  0.99992077   -1 06 00.7
 HB1571
 HB1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1571!SPC IL E     -   0.99998030  x   0.99999785  =   0.99997815
 HB1571!SPC KY1Z     -   0.99998030  x   0.99997103  =   0.99995133
 HB1571!SPC KY S     -   0.99998030  x   0.99994754  =   0.99992784
 HB1571!UTM  16      -   0.99998030  x   0.99992077  =   0.99990107
 HB1571
 HB1571:                Primary Azimuth Mark                     Grid Az
 HB1571:SPC IL E     -  BENTON ZION EVAN CHURCH SPIRE            061 16 25.2
 HB1571:SPC KY1Z     -  BENTON ZION EVAN CHURCH SPIRE            062 51 51.0
 HB1571:SPC KY S     -  BENTON ZION EVAN CHURCH SPIRE            062 50 28.1
 HB1571:UTM  16      -  BENTON ZION EVAN CHURCH SPIRE            062 04 49.1
 HB1571
 HB1571|---------------------------------------------------------------------|
 HB1571| PID    Reference Object                     Distance      Geod. Az  |
 HB1571|                                                           dddmmss.s |
 HB1571| HB1530 BENTON ZION EVAN CHURCH SPIRE       APPROX.10.9 KM 0605848.4 |
 HB1571| HB1573 SHAWNEE TVA STEAM PLANT E STK       APPROX. 8.0 KM 1514322.1 |
 HB1571| HB1574 SHAWNEE TVA STEAM PLANT W STK       APPROX. 7.8 KM 1523405.2 |
 HB1571| CI3972 JOPPA 2 RM 4                         20.640 METERS 21324     |
 HB1571| HB1566 JOPPA STEAM ELEC STA NE TOWER       APPROX. 3.2 KM 2494608.4 |
 HB1571| HB1565 JOPPA STEAM ELEC STA CEN STACK      APPROX. 3.6 KM 2592904.2 |
 HB1571| HB1570 JOPPA                                12.191 METERS 27329     |
 HB1571| HB1564 JOPPA RADIO STA KSB 782 MAST        APPROX. 4.3 KM 2802857.6 |
 HB1571| CI3970 JOPPA 2 AZ MK                                      3010418.0 |
 HB1571| CI3971 JOPPA 2 RM 3                         22.240 METERS 34216     |
 HB1571|---------------------------------------------------------------------|
 HB1571
 HB1571                          SUPERSEDED SURVEY CONTROL
 HB1571
 HB1571  NAD 83(1997)-  37 12 55.22728(N)    088 49 07.20805(W) AD(       ) 1
 HB1571  NAD 83(1986)-  37 12 55.23273(N)    088 49 07.21145(W) AD(       ) 1
 HB1571  NAD 27      -  37 12 55.03735(N)    088 49 07.00107(W) AD(       ) 1
 HB1571
 HB1571.Superseded values are not recommended for survey control.
 HB1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1571.See file dsdata.txt to determine how the superseded data were derived.
 HB1571
 HB1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3863220310(NAD 83)
 HB1571_MARKER: DS = TRIANGULATION STATION DISK
 HB1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1571
 HB1571  HISTORY     - Date     Condition        Report By
 HB1571  HISTORY     - 1957     MONUMENTED       CGS
 HB1571
 HB1571                          STATION DESCRIPTION
 HB1571
 HB1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1571'THE STATION IS LOCATED ON A HIGH HILL ABOUT 6.5 MILES NORTHWEST OF
 HB1571'METROPOLIS, ABOUT 2 MILES NORTHEAST OF JOPPA AND ABOUT 2 MILES
 HB1571'NORTHEAST OF THE OHIO RIVER, ON THE PROPERTY OF MR. JACOB CRIM WHO
 HB1571'LIVES JUST NORTHWEST OF THE STATION.  IT IS 195 FEET SOUTHWEST OF
 HB1571'THE CENTERLINE OF A GRAVELED ROAD, 204 FEET SOUTHEAST OF THE
 HB1571'SOUTHEAST CORNER OF A FRAME BARN, 30 FEET EAST OF A WIRE FENCE,
 HB1571'10 FEET NORTHWEST OF A WHITE WITNESS POST AND 135 FEET SOUTHWEST OF A
 HB1571'WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1571'JOPPA 2 1957.
 HB1571'
 HB1571'TO REACH THE STATION FROM THE POST OFFICE IN METROPOLIS, GO NORTHEAST
 HB1571'ON U.S. HIGHWAY 45 (FERRY STREET) FOR 0.35 MILE TO WHERE HIGHWAY 45
 HB1571'TURNS NORTHWEST. TURN LEFT AND GO NORTHWEST ON HIGHWAY 45 (W. 10TH.
 HB1571'STREET) FOR 5.55 MILES TO A GRAVELED CROSSROAD. TURN LEFT AND
 HB1571'GO SOUTH AND WEST ON THE GRAVELED ROAD FOR 0.9 MILE TO A GRAVELED
 HB1571'SIDE ROAD LEFT. TURN LEFT AND GO SOUTHWESTERLY ON THE GRAVELED ROAD
 HB1571'FOR 0.5 MILE TO MR. CRIMS HOUSE ON THE RIGHT AND A BOARD GATE ON THE
 HB1571'LEFT.* TURN LEFT AND GO SOUTHEAST ACROSS THE BARN YARD FOR 0.05
 HB1571'MILE TO THE HIGHEST POINT AND THE STATION.
 HB1571'
 HB1571'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON THE
 HB1571'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT.
 HB1571'
 HB1571'REFERENCE MARK 3 IS 1 FOOT EAST OF A WIRE FENCE AND 130 FEET
 HB1571'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN. THE MONUMENT PROJECTS
 HB1571'2 INCHES AND THE DISK IS STAMPED JOPPA 2 NO 3 1957.
 HB1571'
 HB1571'REFERENCE MARK 4 IS IN THE FENCE LINE, 65 FEET SOUTHWEST OF THE WHITE
 HB1571'WITNESS POST. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HB1571'STAMPED JOPPA 2 NO 4 1957.
 HB1571'
 HB1571'THE AZIMUTH MARK IS 22 FEET SOUTH OF A GRAVELED ROAD, 1 FOOT EAST OF
 HB1571'A WHITE WITNESS POST AND POWER LINE POLE AND 92 FEET EAST OF A
 HB1571'GRAVELED DRIVEWAY. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 HB1571'STAMPED JOPPA 2 1957.
 HB1571'
 HB1571'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1563 ***********************************************************************
 HB1563  DESIGNATION -  JOPPA MUNICIPAL TANK
 HB1563  PID         -  HB1563
 HB1563  STATE/COUNTY-  IL/MASSAC
 HB1563  USGS QUAD   -  JOPPA (1982)
 HB1563
 HB1563                         *CURRENT SURVEY CONTROL
 HB1563  ___________________________________________________________________
 HB1563* NAD 83(1997)-  37 12 26.85424(N)    088 50 33.48613(W)     ADJUSTED  
 HB1563* NAVD 88     -                                                        
 HB1563  ___________________________________________________________________
 HB1563  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HB1563  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HB1563
 HB1563  HORZ ORDER  -  THIRD
 HB1563
 HB1563.The horizontal coordinates were established by classical geodetic methods
 HB1563.and adjusted by the National Geodetic Survey in October 1999..
 HB1563
 HB1563
 HB1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1563
 HB1563.The geoid height was determined by GEOID03.
 HB1563
 HB1563;                    North         East     Units Scale Factor Converg.
 HB1563;SPC IL E     -    60,135.285   254,790.635   MT  1.00000017   -0 18 28.7
 HB1563;SPC IL E     -   197,293.85    835,925.61   sFT  1.00000017   -0 18 28.7
 HB1563;SPC KY1Z     - 1,101,562.697 1,225,526.849   MT  0.99997261   -1 53 55.5
 HB1563;SPC KY1Z     - 3,614,043.62  4,020,749.34   sFT  0.99997261   -1 53 55.5
 HB1563;SPC KY S     -   601,497.732   225,532.430   MT  0.99994783   -1 52 32.0
 HB1563;SPC KY S     - 1,973,413.81    739,934.31   sFT  0.99994783   -1 52 32.0
 HB1563;UTM  16      - 4,119,477.172   336,488.438   MT  0.99992935   -1 06 52.2
 HB1563
 HB1563                          SUPERSEDED SURVEY CONTROL
 HB1563
 HB1563  NAD 83(1997)-  37 12 26.85893(N)    088 50 33.48480(W) AD(       ) 4
 HB1563  NAD 83(1986)-  37 12 26.86437(N)    088 50 33.48821(W) AD(       ) 4
 HB1563  NAD 27      -  37 12 26.67038(N)    088 50 33.27044(W) AD(       ) 3
 HB1563
 HB1563.Superseded values are not recommended for survey control.
 HB1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1563.See file dsdata.txt to determine how the superseded data were derived.
 HB1563
 HB1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3648819477(NAD 83)
 HB1563_MARKER: 53 = ELEVATED TANK
 HB1563
 HB1563  HISTORY     - Date     Condition        Report By
 HB1563  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1563
 HB1563                          STATION DESCRIPTION
 HB1563
 HB1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1563'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER TANK OF
 HB1563'JOPPA.  IT IS LOCATED IN THE NORTHEAST SECTION OF TOWN.  THE TANK
 HB1563'IS OF MUSHROOM TYPE AND IS SUPPORTED BY A FOUR LEGGED STEEL
 HB1563'STRUCTURE, OVERALL HEIGHT IS 100 FEET.  THE ENTIRE STRUCTURE IS
 HB1563'PAINTED ALUMINUM.  THE WORD JOPPA IS PAINTED IN BLACK LETTERS ON THE
 HB1563'WEST AND THE SOUTHEAST SIDES OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1564 ***********************************************************************
 HB1564  DESIGNATION -  JOPPA RADIO STA KSB 782 MAST
 HB1564  PID         -  HB1564
 HB1564  STATE/COUNTY-  IL/MASSAC
 HB1564  USGS QUAD   -  JOPPA (1982)
 HB1564
 HB1564                         *CURRENT SURVEY CONTROL
 HB1564  ___________________________________________________________________
 HB1564* NAD 83(1997)-  37 13 20.75303(N)    088 51 59.98981(W)     ADJUSTED  
 HB1564* NAVD 88     -                                                        
 HB1564  ___________________________________________________________________
 HB1564  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HB1564  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HB1564
 HB1564  HORZ ORDER  -  THIRD
 HB1564
 HB1564.The horizontal coordinates were established by classical geodetic methods
 HB1564.and adjusted by the National Geodetic Survey in October 1999..
 HB1564
 HB1564
 HB1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1564
 HB1564.The geoid height was determined by GEOID03.
 HB1564
 HB1564;                    North         East     Units Scale Factor Converg.
 HB1564;SPC IL E     -    61,808.604   252,667.000   MT  1.00000259   -0 19 21.4
 HB1564;SPC IL E     -   202,783.73    828,958.32   sFT  1.00000259   -0 19 21.4
 HB1564;SPC KY1Z     - 1,103,294.274 1,223,450.549   MT  0.99996962   -1 54 48.6
 HB1564;SPC KY1Z     - 3,619,724.63  4,013,937.34   sFT  0.99996962   -1 54 48.6
 HB1564;SPC KY S     -   603,228.424   223,455.476   MT  0.99994729   -1 53 24.5
 HB1564;SPC KY S     - 1,979,091.92    733,120.17   sFT  0.99994729   -1 53 24.5
 HB1564;UTM  16      - 4,121,180.107   334,388.713   MT  0.99993787   -1 07 45.9
 HB1564
 HB1564                          SUPERSEDED SURVEY CONTROL
 HB1564
 HB1564  NAD 83(1997)-  37 13 20.75773(N)    088 51 59.98864(W) AD(       ) 4
 HB1564  NAD 83(1986)-  37 13 20.76323(N)    088 51 59.99248(W) AD(       ) 4
 HB1564  NAD 27      -  37 13 20.56968(N)    088 51 59.77138(W) AD(       ) 3
 HB1564
 HB1564.Superseded values are not recommended for survey control.
 HB1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1564.See file dsdata.txt to determine how the superseded data were derived.
 HB1564
 HB1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3438921180(NAD 83)
 HB1564_MARKER: 42 = RADIO/TV MAST
 HB1564
 HB1564  HISTORY     - Date     Condition        Report By
 HB1564  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1564
 HB1564                          STATION DESCRIPTION
 HB1564
 HB1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1564'THE STATION IS THE CENTER OF THE TOP OF THE TRUNKLINE GAS COMPANY
 HB1564'RADIO MAST, LOCATED ABOUT 2 MILES WEST-NORTHWEST OF JOPPA AT THE
 HB1564'TRUNKLINE GAS COMPANY JOPPA STATION.  IT IS IN THE SOUTHWEST SECTION
 HB1564'OF THE GAS COMPANYS PROPERTY, 0.05 MILE WEST OF THE MAIN OFFICE
 HB1564'BUILDING AND AT THE WEST SIDE OF A SMALL CONCRETE TRANSMITTER SHACK.
 HB1564'
 HB1564'THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY
 HB1564'WIRES, IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND IS 309
 HB1564'FEET HIGH.  IT HAS A FLASHING RED LIGHT AT THE TOP WITH THREE SETS OF
 HB1564'RED LIGHTS AT INTERVALS DOWN THE SIDE.  THERE ARE TWO PARABOLIC
 HB1564'REFLECTORS ATTACHED AT THE TOP OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1565 ***********************************************************************
 HB1565  DESIGNATION -  JOPPA STEAM ELEC STA CEN STACK
 HB1565  PID         -  HB1565
 HB1565  STATE/COUNTY-  IL/MASSAC
 HB1565  USGS QUAD   -  JOPPA (1982)
 HB1565
 HB1565                         *CURRENT SURVEY CONTROL
 HB1565  ___________________________________________________________________
 HB1565* NAD 83(1997)-  37 12 33.90144(N)    088 51 30.65815(W)     ADJUSTED  
 HB1565* NAVD 88     -                                                        
 HB1565  ___________________________________________________________________
 HB1565  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HB1565  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HB1565
 HB1565  HORZ ORDER  -  THIRD
 HB1565
 HB1565.The horizontal coordinates were established by classical geodetic methods
 HB1565.and adjusted by the National Geodetic Survey in October 1999..
 HB1565
 HB1565
 HB1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1565
 HB1565.The geoid height was determined by GEOID03.
 HB1565
 HB1565;                    North         East     Units Scale Factor Converg.
 HB1565;SPC IL E     -    60,360.230   253,382.104   MT  1.00000176   -0 19 03.4
 HB1565;SPC IL E     -   198,031.85    831,304.45   sFT  1.00000176   -0 19 03.4
 HB1565;SPC KY1Z     - 1,101,826.652 1,224,125.146   MT  0.99997222   -1 54 30.6
 HB1565;SPC KY1Z     - 3,614,909.61  4,016,150.58   sFT  0.99997222   -1 54 30.6
 HB1565;SPC KY S     -   601,761.111   224,130.654   MT  0.99994776   -1 53 06.7
 HB1565;SPC KY S     - 1,974,277.91    735,335.32   sFT  0.99994776   -1 53 06.7
 HB1565;UTM  16      - 4,119,721.906   335,083.309   MT  0.99993504   -1 07 27.0
 HB1565
 HB1565                          SUPERSEDED SURVEY CONTROL
 HB1565
 HB1565  NAD 83(1997)-  37 12 33.90613(N)    088 51 30.65672(W) AD(       ) 4
 HB1565  NAD 83(1986)-  37 12 33.91163(N)    088 51 30.66021(W) AD(       ) 4
 HB1565  NAD 27      -  37 12 33.71750(N)    088 51 30.43984(W) AD(       ) 3
 HB1565
 HB1565.Superseded values are not recommended for survey control.
 HB1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1565.See file dsdata.txt to determine how the superseded data were derived.
 HB1565
 HB1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3508319722(NAD 83)
 HB1565_MARKER: 63 = STACK
 HB1565
 HB1565  HISTORY     - Date     Condition        Report By
 HB1565  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1565
 HB1565                          STATION DESCRIPTION
 HB1565
 HB1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1565'THE STATION IS THE CENTER OF THE TOP OF THE CENTER OF THREE STACKS
 HB1565'OWNED BY ELECTRIC ENERGY INCORPORATED, LOCATED AT THE STEAM ELECTRIC
 HB1565'STATION, 2 MILES WEST OF JOPPA ON THE NORTH BANK OF THE OHIO RIVER.
 HB1565'IT IS ON THE EAST SIDE OF THE PLANT BETWEEN BOILER UNITS THREE AND
 HB1565'FOUR.  THE STACK IS OF CONCRETE CONSTRUCTION WITH FIRE BRICK LINER,
 HB1565'IS 36 FEET IN DIAMETER AND 250 FEET HIGH AND HAS A BLACK BAND
 HB1565'PAINTED AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1566 ***********************************************************************
 HB1566  DESIGNATION -  JOPPA STEAM ELEC STA NE TOWER
 HB1566  PID         -  HB1566
 HB1566  STATE/COUNTY-  IL/MASSAC
 HB1566  USGS QUAD   -  JOPPA (1982)
 HB1566
 HB1566                         *CURRENT SURVEY CONTROL
 HB1566  ___________________________________________________________________
 HB1566* NAD 83(1997)-  37 12 19.47632(N)    088 51 08.41156(W)     ADJUSTED  
 HB1566* NAVD 88     -                                                        
 HB1566  ___________________________________________________________________
 HB1566  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HB1566  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HB1566
 HB1566  HORZ ORDER  -  THIRD
 HB1566
 HB1566.The horizontal coordinates were established by classical geodetic methods
 HB1566.and adjusted by the National Geodetic Survey in October 1999..
 HB1566
 HB1566
 HB1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1566
 HB1566.The geoid height was determined by GEOID03.
 HB1566
 HB1566;                    North         East     Units Scale Factor Converg.
 HB1566;SPC IL E     -    59,912.513   253,928.205   MT  1.00000114   -0 18 49.8
 HB1566;SPC IL E     -   196,562.97    833,096.12   sFT  1.00000114   -0 18 49.8
 HB1566;SPC KY1Z     - 1,101,363.959 1,224,658.591   MT  0.99997303   -1 54 17.0
 HB1566;SPC KY1Z     - 3,613,391.59  4,017,900.73   sFT  0.99997303   -1 54 17.0
 HB1566;SPC KY S     -   601,298.647   224,664.275   MT  0.99994791   -1 52 53.2
 HB1566;SPC KY S     - 1,972,760.64    737,086.04   sFT  0.99994791   -1 52 53.2
 HB1566;UTM  16      - 4,119,266.577   335,623.019   MT  0.99993285   -1 07 13.1
 HB1566
 HB1566                          SUPERSEDED SURVEY CONTROL
 HB1566
 HB1566  NAD 83(1997)-  37 12 19.48102(N)    088 51 08.41017(W) AD(       ) 4
 HB1566  NAD 83(1986)-  37 12 19.48645(N)    088 51 08.41363(W) AD(       ) 4
 HB1566  NAD 27      -  37 12 19.29259(N)    088 51 08.19518(W) AD(       ) 3
 HB1566
 HB1566.Superseded values are not recommended for survey control.
 HB1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1566.See file dsdata.txt to determine how the superseded data were derived.
 HB1566
 HB1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3562319267(NAD 83)
 HB1566_MARKER: 55 = TOWER
 HB1566
 HB1566  HISTORY     - Date     Condition        Report By
 HB1566  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1566
 HB1566                          STATION DESCRIPTION
 HB1566
 HB1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1566'THE STATIONS ARE THE CENTERS OF THE TOPS OF 4 OF THE 6 HIGH RIVER
 HB1566'CROSSING TRANSMISSION TOWERS OWNED BY ELECTRIC ENERGY, INC. OF JOPPA
 HB1566'ILLINOIS.  THE TOWERS ARE LOCATED ABOUT 2 MILES WEST OF JOPPA AT THE
 HB1566'STEAM ELECTRIC STATION.  THE TOWERS ARE SITUATED IN THE FORM OF A
 HB1566'RECTANGLE WITH THREE TOWERS IN LINE ON EACH SIDE OF THE OHIO RIVER.
 HB1566'THE TOWERS LOCATED WERE THE ONES AT THE CORNERS OF THE RECTANGLE,
 HB1566'THE NORTHEAST TOWER IS NO. 1 ON THE COMPANY PLANS, THE NORTHWEST
 HB1566'TOWER IS NO. 3, THE SOUTHEAST TOWER IS NO. 4 AND THE SOUTHWEST TOWER
 HB1566'IS NO. 6.
 HB1566'
 HB1566'ALL OF THE TOWERS ARE OF 4 LEGGED STEEL CONSTRUCTION, PAINTED IN
 HB1566'ALTERNATE SECTIONS OF RED AND WHITE.  THEY HAVE TWO RED FLASHING
 HB1566'LIGHTS AT THE TOPS AND 3 SETS OF DOUBLE OBSTRUCTION LIGHTS AT
 HB1566'INTERVALS DOWN THE SIDES.  NOS. 1, 4 AND 6 ARE 473 FEET HIGH AND
 HB1566'NO. 3 IS 478 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1567 ***********************************************************************
 HB1567  DESIGNATION -  JOPPA STEAM ELEC STA NW TOWER
 HB1567  PID         -  HB1567
 HB1567  STATE/COUNTY-  IL/MASSAC
 HB1567  USGS QUAD   -  JOPPA (1982)
 HB1567
 HB1567                         *CURRENT SURVEY CONTROL
 HB1567  ___________________________________________________________________
 HB1567* NAD 83(1997)-  37 12 33.66767(N)    088 51 45.81833(W)     ADJUSTED  
 HB1567* NAVD 88     -                                                        
 HB1567  ___________________________________________________________________
 HB1567  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HB1567  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HB1567
 HB1567  HORZ ORDER  -  THIRD
 HB1567
 HB1567.The horizontal coordinates were established by classical geodetic methods
 HB1567.and adjusted by the National Geodetic Survey in October 1999..
 HB1567
 HB1567
 HB1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1567
 HB1567.The geoid height was determined by GEOID03.
 HB1567
 HB1567;                    North         East     Units Scale Factor Converg.
 HB1567;SPC IL E     -    60,355.104   253,008.256   MT  1.00000219   -0 19 12.5
 HB1567;SPC IL E     -   198,015.04    830,077.92   sFT  1.00000219   -0 19 12.5
 HB1567;SPC KY1Z     - 1,101,831.907 1,223,751.311   MT  0.99997223   -1 54 39.9
 HB1567;SPC KY1Z     - 3,614,926.85  4,014,924.09   sFT  0.99997223   -1 54 39.9
 HB1567;SPC KY S     -   601,766.214   223,756.827   MT  0.99994776   -1 53 15.9
 HB1567;SPC KY S     - 1,974,294.65    734,108.86   sFT  0.99994776   -1 53 15.9
 HB1567;UTM  16      - 4,119,722.042   334,709.452   MT  0.99993656   -1 07 36.1
 HB1567
 HB1567                          SUPERSEDED SURVEY CONTROL
 HB1567
 HB1567  NAD 83(1997)-  37 12 33.67231(N)    088 51 45.81725(W) AD(       ) 4
 HB1567  NAD 83(1986)-  37 12 33.67799(N)    088 51 45.81915(W) AD(       ) 4
 HB1567  NAD 27      -  37 12 33.48312(N)    088 51 45.60211(W) AD(       ) 3
 HB1567
 HB1567.Superseded values are not recommended for survey control.
 HB1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1567.See file dsdata.txt to determine how the superseded data were derived.
 HB1567
 HB1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3470919722(NAD 83)
 HB1567_MARKER: 55 = TOWER
 HB1567
 HB1567  HISTORY     - Date     Condition        Report By
 HB1567  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1567
 HB1567                          STATION DESCRIPTION
 HB1567
 HB1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1567'THE STATIONS ARE THE CENTERS OF THE TOPS OF 4 OF THE 6 HIGH RIVER
 HB1567'CROSSING TRANSMISSION TOWERS OWNED BY ELECTRIC ENERGY, INC. OF JOPPA
 HB1567'ILLINOIS.  THE TOWERS ARE LOCATED ABOUT 2 MILES WEST OF JOPPA AT THE
 HB1567'STEAM ELECTRIC STATION.  THE TOWERS ARE SITUATED IN THE FORM OF A
 HB1567'RECTANGLE WITH THREE TOWERS IN LINE ON EACH SIDE OF THE OHIO RIVER.
 HB1567'THE TOWERS LOCATED WERE THE ONES AT THE CORNERS OF THE RECTANGLE,
 HB1567'THE NORTHEAST TOWER IS NO. 1 ON THE COMPANY PLANS, THE NORTHWEST
 HB1567'TOWER IS NO. 3, THE SOUTHEAST TOWER IS NO. 4 AND THE SOUTHWEST TOWER
 HB1567'IS NO. 6.
 HB1567'
 HB1567'ALL OF THE TOWERS ARE OF 4 LEGGED STEEL CONSTRUCTION, PAINTED IN
 HB1567'ALTERNATE SECTIONS OF RED AND WHITE.  THEY HAVE TWO RED FLASHING
 HB1567'LIGHTS AT THE TOPS AND 3 SETS OF DOUBLE OBSTRUCTION LIGHTS AT
 HB1567'INTERVALS DOWN THE SIDES.  NOS. 1, 4 AND 6 ARE 473 FEET HIGH AND
 HB1567'NO. 3 IS 478 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1224 ***********************************************************************
 KB1224  DESIGNATION -  JORDAN
 KB1224  PID         -  KB1224
 KB1224  STATE/COUNTY-  IL/SHELBY
 KB1224  USGS QUAD   -  MIDDLESWORTH (1981)
 KB1224
 KB1224                         *CURRENT SURVEY CONTROL
 KB1224  ___________________________________________________________________
 KB1224* NAD 83(1997)-  39 24 07.12583(N)    088 42 37.01171(W)     ADJUSTED  
 KB1224* NAVD 88     -       214.7    (meters)     704.     (feet)  VERTCON   
 KB1224  ___________________________________________________________________
 KB1224  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 KB1224  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB1224
 KB1224  HORZ ORDER  -  SECOND
 KB1224
 KB1224.The horizontal coordinates were established by classical geodetic methods
 KB1224.and adjusted by the National Geodetic Survey in October 1999..
 KB1224
 KB1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1224
 KB1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1224
 KB1224.The geoid height was determined by GEOID03.
 KB1224
 KB1224;                    North         East     Units Scale Factor Converg.
 KB1224;SPC IL E     -   303,672.200   267,532.712   MT  0.99998797   -0 14 21.4
 KB1224;SPC IL E     -   996,297.88    877,730.24   sFT  0.99998797   -0 14 21.4
 KB1224;SPC IL W     -   304,606.225   825,439.754   MT  1.00013485   +0 55 28.5
 KB1224;SPC IL W     -   999,362.26  2,708,130.26   sFT  1.00013485   +0 55 28.5
 KB1224;UTM  16      - 4,362,781.537   352,741.096   MT  0.99986700   -1 05 08.9
 KB1224
 KB1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1224!SPC IL E     -   0.99997137  x   0.99998797  =   0.99995934
 KB1224!SPC IL W     -   0.99997137  x   1.00013485  =   1.00010622
 KB1224!UTM  16      -   0.99997137  x   0.99986700  =   0.99983837
 KB1224
 KB1224:                Primary Azimuth Mark                     Grid Az
 KB1224:SPC IL E     -  SHELBYVILLE AREA E TANK                  018 23 08.5
 KB1224:SPC IL W     -  SHELBYVILLE AREA E TANK                  017 13 18.6
 KB1224:UTM  16      -  SHELBYVILLE AREA E TANK                  019 13 56.0
 KB1224
 KB1224|---------------------------------------------------------------------|
 KB1224| PID    Reference Object                     Distance      Geod. Az  |
 KB1224|                                                           dddmmss.s |
 KB1224| KB1222 SHELBYVILLE AREA E TANK             APPROX. 3.9 KM 0180847.1 |
 KB1224| CI7615 JORDAN RM 1                          12.774 METERS 17846     |
 KB1224| KB1223 JORDAN A PT 1976                      5.986 METERS 19959     |
 KB1224| KB1226 JORDAN AZ MK 1976                   331.073 METERS 35727     |
 KB1224| KB1225 JORDAN AZ MK A PT 1976              327.729 METERS 35819     |
 KB1224| CI7616 JORDAN RM 2                          12.620 METERS 35854     |
 KB1224|---------------------------------------------------------------------|
 KB1224
 KB1224                          SUPERSEDED SURVEY CONTROL
 KB1224
 KB1224  NAD 83(1986)-  39 24 07.14063(N)    088 42 36.99951(W) AD(       ) 2
 KB1224  NAD 27      -  39 24 06.98398(N)    088 42 36.75603(W) AD(       ) 2
 KB1224  NGVD 29 (07/19/86)  214.8    (m)          705.     (f) VERT ANG       
 KB1224
 KB1224.Superseded values are not recommended for survey control.
 KB1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1224.See file dsdata.txt to determine how the superseded data were derived.
 KB1224
 KB1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ5274162782(NAD 83)
 KB1224_MARKER: DS = TRIANGULATION STATION DISK
 KB1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1224_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1224
 KB1224  HISTORY     - Date     Condition        Report By
 KB1224  HISTORY     - 1976     MONUMENTED       NGS
 KB1224
 KB1224                          STATION DESCRIPTION
 KB1224
 KB1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1224'NO MEASUREMENT BETWEEN RMS DUE TO ANGLE.
 KB1224'
 KB1224'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF WINDSOR
 KB1224'AND 5 MILES EAST OF SHELBYVILLE AND AT THE OLD JORDAN CHAPEL
 KB1224'CEMETERY.  IT IS IN THE NORTHWEST QUARTER OF SECTION 14, T 11 N,
 KB1224'R 4 E.  THE MARKS ARE ON COUNTY ROAD RIGHT-OF-WAY.
 KB1224'
 KB1224'TO REACH FROM THE COURT HOUSE IN SHELBYVILLE, GO EASTERLY ON
 KB1224'STATE HIGHWAY 16 FOR 4.8 MILES TO A SIDE ROAD RIGHT.  (AZIMUTH
 KB1224'MARK ON THE LEFT, NORTH SIDE OF HIGHWAY AND ON STATE HIGHWAY
 KB1224'RIGHT-OF-WAY.) TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO CEMETERY
 KB1224'AND STATION ON THE LEFT, EAST SIDE OF ROAD.
 KB1224'
 KB1224'STATION MARKS ARE STANDARD DISKS STAMPED JORDAN 1976.  THE
 KB1224'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KB1224'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET
 KB1224'SOUTH OF TELEPHONE POLE 2261, 18 FEET EAST OF THE APPROXIMATE
 KB1224'CENTER OF SURFACED ROAD AND 3 FEET WEST OF CHAINLINK FENCE.  THE
 KB1224'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 KB1224'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KB1224'
 KB1224'REFERENCE MARK 1, A STANDARD DISK STAMPED JORDAN NO 1 1976,
 KB1224'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1224'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET
 KB1224'NORTHWEST OF GATE TO CEMETERY, 18 FEET EAST OF THE APPROXIMATE
 KB1224'CENTER OF SURFACED ROAD AND 3 WEST OF CHAINLINK FENCE.
 KB1224'
 KB1224'REFERENCE MARK 2, A STANDARD DISK STAMPED JORDAN NO 2 1976,
 KB1224'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KB1224'THAT IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET EAST OF
 KB1224'THE APPROXIMATE CENTER OF SURFACED ROAD, 18 FEET SOUTH OF
 KB1224'TELEPHONE POLE 2261 AND 3 FEET WEST OF CHAINLINK FENCE.
 KB1224'
 KB1224'THE AZIMUTH MARK A STANDARD REFERENCE MARK DISK STAMPED
 KB1224'JORDAN AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KB1224'CONCRETE MONUMENT THAT IS SET FLUSH WITH GROUND SURFACE.  IT IS
 KB1224'69 FEET EAST OF THE SOUTHEAST CORNER OF GAS STATION, 59 FEET
 KB1224'NORTHWEST OF POWERLINE POLE 2258, 56 FEET NORTH OF THE CENTERLINE
 KB1224'OF STATE HIGHWAY 16, 12 FEET EAST OF TELEPHONE JUNCTION BOX AND
 KB1224'2.3 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED.
 KB1224'
 KB1224'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1226 ***********************************************************************
 KB1226  DESIGNATION -  JORDAN AZ MK 1976
 KB1226  PID         -  KB1226
 KB1226  STATE/COUNTY-  IL/SHELBY
 KB1226  USGS QUAD   -  MIDDLESWORTH (1981)
 KB1226
 KB1226                         *CURRENT SURVEY CONTROL
 KB1226  ___________________________________________________________________
 KB1226* NAD 83(1997)-  39 24 17.85051(N)    088 42 37.62589(W)     ADJUSTED  
 KB1226* NAVD 88     -       214.9    (meters)     705.     (feet)  VERTCON   
 KB1226  ___________________________________________________________________
 KB1226  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 KB1226  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KB1226
 KB1226  HORZ ORDER  -  SECOND
 KB1226
 KB1226.The horizontal coordinates were established by classical geodetic methods
 KB1226.and adjusted by the National Geodetic Survey in October 1999..
 KB1226
 KB1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1226
 KB1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1226
 KB1226.The geoid height was determined by GEOID03.
 KB1226
 KB1226;                    North         East     Units Scale Factor Converg.
 KB1226;SPC IL E     -   304,003.001   267,519.399   MT  0.99998798   -0 14 21.8
 KB1226;SPC IL E     -   997,383.18    877,686.56   sFT  0.99998798   -0 14 21.8
 KB1226;SPC IL W     -   304,936.736   825,419.722   MT  1.00013478   +0 55 28.3
 KB1226;SPC IL W     - 1,000,446.61  2,708,064.54   sFT  1.00013478   +0 55 28.3
 KB1226;UTM  16      - 4,363,112.458   352,732.674   MT  0.99986703   -1 05 09.5
 KB1226
 KB1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1226!SPC IL E     -   0.99997134  x   0.99998798  =   0.99995932
 KB1226!SPC IL W     -   0.99997134  x   1.00013478  =   1.00010611
 KB1226!UTM  16      -   0.99997134  x   0.99986703  =   0.99983837
 KB1226
 KB1226:                Primary Azimuth Mark                     Grid Az
 KB1226:SPC IL E     -  SHELBYVILLE AREA E TANK                  020 15 28.1
 KB1226:SPC IL W     -  SHELBYVILLE AREA E TANK                  019 05 38.0
 KB1226:UTM  16      -  SHELBYVILLE AREA E TANK                  021 06 15.8
 KB1226
 KB1226|---------------------------------------------------------------------|
 KB1226| PID    Reference Object                     Distance      Geod. Az  |
 KB1226|                                                           dddmmss.s |
 KB1226| KB1222 SHELBYVILLE AREA E TANK             APPROX. 3.6 KM 0200106.3 |
 KB1226| KB1225 JORDAN AZ MK A PT 1976                5.957 METERS 12202     |
 KB1226| KB1224 JORDAN                              331.073 METERS 17727     |
 KB1226|---------------------------------------------------------------------|
 KB1226
 KB1226                          SUPERSEDED SURVEY CONTROL
 KB1226
 KB1226  NAD 83(1986)-  39 24 17.86531(N)    088 42 37.61372(W) AD(       ) 2
 KB1226  NAD 27      -  39 24 17.70883(N)    088 42 37.36995(W) AD(       ) 2
 KB1226  NGVD 29 (07/19/86)  215.0    (m)          705.     (f) VERT ANG       
 KB1226
 KB1226.Superseded values are not recommended for survey control.
 KB1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1226.See file dsdata.txt to determine how the superseded data were derived.
 KB1226
 KB1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ5273363112(NAD 83)
 KB1226_MARKER: DR = REFERENCE MARK DISK
 KB1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1226+STABILITY: SURFACE MOTION
 KB1226
 KB1226  HISTORY     - Date     Condition        Report By
 KB1226  HISTORY     - 1976     MONUMENTED       NGS
 KB1226
 KB1226                          STATION DESCRIPTION
 KB1226
 KB1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1226'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF WINDSOR
 KB1226'AND 5 MILES EAST OF SHELBYVILLE.  IT IS ON STATE HIGHWAY
 KB1226'RIGHT-OF-WAY.
 KB1226'
 KB1226'FOR ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 KB1226'STATION JORDAN.
 KB1226'
 KB1226'THE STATION, A STANDARD REFERENCE MARK DISK STAMPED JORDAN
 KB1226'AZ 1976, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 KB1226'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 69 FEET EAST
 KB1226'OF SOUTHEAST CORNER OF SERVICE STATION, 59 FEET NORTHWEST OF
 KB1226'POWERLINE POLE 2258, 56 FEET NORTH OF CENTERLINE OF STATE
 KB1226'HIGHWAY 16, 12 FEET EAST OF TELEPHONE JUNCTION BOX AND 2.3
 KB1226'FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED.
 KB1226'
 KB1226'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JORDAN,
 KB1226'DISTANCE BEING 331.073 METERS NORTH OF THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1932 ***********************************************************************
 LC1932  DESIGNATION -  JOSE
 LC1932  PID         -  LC1932
 LC1932  STATE/COUNTY-  IL/MASON
 LC1932  USGS QUAD   -  NATRONA (1980)
 LC1932
 LC1932                         *CURRENT SURVEY CONTROL
 LC1932  ___________________________________________________________________
 LC1932* NAD 83(1997)-  40 17 20.26898(N)    089 37 34.79962(W)     ADJUSTED  
 LC1932* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LC1932  ___________________________________________________________________
 LC1932  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LC1932  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LC1932
 LC1932  HORZ ORDER  -  FIRST
 LC1932
 LC1932.The horizontal coordinates were established by classical geodetic methods
 LC1932.and adjusted by the National Geodetic Survey in October 1999..
 LC1932
 LC1932.The orthometric height was scaled from a topographic map.
 LC1932
 LC1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1932
 LC1932.The geoid height was determined by GEOID03.
 LC1932
 LC1932;                    North         East     Units Scale Factor Converg.
 LC1932;SPC IL W     -   402,211.770   745,943.483   MT  0.99996715   +0 20 57.9
 LC1932;SPC IL W     - 1,319,589.78  2,447,316.24   sFT  0.99996715   +0 20 57.9
 LC1932;UTM  16      - 4,463,140.058   276,751.869   MT  1.00021356   -1 41 56.4
 LC1932
 LC1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1932!SPC IL W     -   0.99997236  x   0.99996715  =   0.99993951
 LC1932!UTM  16      -   0.99997236  x   1.00021356  =   1.00018592
 LC1932
 LC1932|---------------------------------------------------------------------|
 LC1932| PID    Reference Object                     Distance      Geod. Az  |
 LC1932|                                                           dddmmss.s |
 LC1932| CI7618 JOSE RM 1                            38.765 METERS 03344     |
 LC1932| LC1930 DELAVAN MUNICIPAL TANK              APPROX.11.5 KM 0360827.3 |
 LC1932| LC1929 DELAVAN LOW STACK                   APPROX.10.9 KM 0371851.5 |
 LC1932| CI7617 JOSE AZ MK                                         0611932.5 |
 LC1932| CI7619 JOSE RM 2                            32.565 METERS 13415     |
 LC1932|---------------------------------------------------------------------|
 LC1932
 LC1932                          SUPERSEDED SURVEY CONTROL
 LC1932
 LC1932  NAD 83(1986)-  40 17 20.27888(N)    089 37 34.79310(W) AD(       ) 1
 LC1932  NAD 27      -  40 17 20.12590(N)    089 37 34.40600(W) AD(       ) 1
 LC1932
 LC1932.Superseded values are not recommended for survey control.
 LC1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1932.See file dsdata.txt to determine how the superseded data were derived.
 LC1932
 LC1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK7675263140(NAD 83)
 LC1932_MARKER: DS = TRIANGULATION STATION DISK
 LC1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1932_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1932
 LC1932  HISTORY     - Date     Condition        Report By
 LC1932  HISTORY     - 1934     MONUMENTED       CGS
 LC1932
 LC1932                          STATION DESCRIPTION
 LC1932
 LC1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1932'STATION IS 1 MILE S AND 1.3 MILES W OF SAN JOSE, ON HIGHEST
 LC1932'POINT OF A PROMINENT SAND HILL BELONGING TO MR. BURLEY WHO
 LC1932'LIVES IN IOWA, AND MANAGED BY MR. JACOBS, WHO LIVES IN SAN
 LC1932'JOSE.  MARK IS 0.3 MILE W OF ROAD, 80 FEET W OF AN OLD FENCE
 LC1932'LINE, 80 FEET N OF TRAIL, AND IS 12 INCHES BELOW THE SURFACE.
 LC1932'
 LC1932'TO REACH FROM SAN JOSE, GO S ON MAIN-TRAVELED ROAD ON E SIDE
 LC1932'OF R.R. TRACKS FOR 0.85 MILE TO CROSS ROAD.  THENCE W FOR
 LC1932'1 MILE TO CROSS ROAD.  THENCE S FOR 0.1 MILE TO GAP IN HEDGE
 LC1932'FENCE ON W SIDE OF ROAD.  THENCE W THROUGH GAP ON TRAIL
 LC1932'FOR 0.3 MILE TO STATION.
 LC1932'
 LC1932'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LC1932'BRONZE DISKS SET IN CONCRETE.
 LC1932'
 LC1932'REFERENCE MARK NO. 1 IS NE OF THE STATION, 3 FEET W OF OLD
 LC1932'FENCE LINE, AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS
 LC1932'SE OF THE STATION, 2 FEET W OF OLD FENCE LINE, 20 FEET N
 LC1932'OF TRAIL, AND PROJECTS 2 INCHES.  DISTANCE BETWEEN REFERENCE
 LC1932'MARKS IS 180.45 FEET.
 LC1932'
 LC1932'AZIMUTH MARK IS ENE OF THE STATION, NEAR THE NE CORNER OF
 LC1932'FIELD, 1 FOOT S OF HEDGE FENCE, 185 FEET W OF NE CORNER OF
 LC1932'FIELD, 60 FEET W OF LONE WILD CHERRY TREE, AND PROJECTS 6
 LC1932'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0735 ***********************************************************************
 MG0735  DESIGNATION -  JOY
 MG0735  PID         -  MG0735
 MG0735  STATE/COUNTY-  IL/MERCER
 MG0735  USGS QUAD   -  JOY (1991)
 MG0735
 MG0735                         *CURRENT SURVEY CONTROL
 MG0735  ___________________________________________________________________
 MG0735* NAD 83(1997)-  41 12 19.15403(N)    090 52 51.92318(W)     ADJUSTED  
 MG0735* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MG0735  ___________________________________________________________________
 MG0735  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 MG0735  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0735
 MG0735  HORZ ORDER  -  FIRST
 MG0735
 MG0735.The horizontal coordinates were established by classical geodetic methods
 MG0735.and adjusted by the National Geodetic Survey in October 1999..
 MG0735
 MG0735.The orthometric height was scaled from a topographic map.
 MG0735
 MG0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0735
 MG0735.The geoid height was determined by GEOID03.
 MG0735
 MG0735;                    North         East     Units Scale Factor Converg.
 MG0735;SPC IL W     -   504,072.336   640,082.111   MT  0.99998535   -0 28 14.3
 MG0735;SPC IL W     - 1,653,777.32  2,100,002.73   sFT  0.99998535   -0 28 14.3
 MG0735;SPC IA S     -   137,155.425   719,612.787   MT  0.99994837   +1 43 30.3
 MG0735;UTM  15      - 4,563,714.562   677,654.874   MT  0.99998844   +1 23 46.4
 MG0735
 MG0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0735!SPC IL W     -   0.99997239  x   0.99998535  =   0.99995774
 MG0735!SPC IA S     -   0.99997239  x   0.99994837  =   0.99992076
 MG0735!UTM  15      -   0.99997239  x   0.99998844  =   0.99996083
 MG0735
 MG0735:                Primary Azimuth Mark                     Grid Az
 MG0735:SPC IL W     -  ALEDO WATER TANK                         092 56 44.5
 MG0735:SPC IA S     -  ALEDO WATER TANK                         090 44 59.9
 MG0735:UTM  15      -  ALEDO WATER TANK                         091 04 43.8
 MG0735
 MG0735|---------------------------------------------------------------------|
 MG0735| PID    Reference Object                     Distance      Geod. Az  |
 MG0735|                                                           dddmmss.s |
 MG0735| MG0732 ALEDO WATER TANK                    APPROX.10.9 KM 0922830.2 |
 MG0735| CL9625 JOY RM 1                            221.193 METERS 11059     |
 MG0735| MG0736 JOY WATER TANK                      APPROX. 1.0 KM 1791557.4 |
 MG0735| MG0733 BALD BLUFF                          APPROX.18.8 KM 1822840.4 |
 MG0735| CL9626 JOY RM 2                             25.470 METERS 24509     |
 MG0735|---------------------------------------------------------------------|
 MG0735
 MG0735                          SUPERSEDED SURVEY CONTROL
 MG0735
 MG0735  NAD 83(1997)-  41 12 19.15403(N)    090 52 51.92319(W) AD(       ) 1
 MG0735  NAD 83(1986)-  41 12 19.15405(N)    090 52 51.92856(W) AD(       ) 1
 MG0735  NAD 27      -  41 12 19.03500(N)    090 52 51.41700(W) AD(       ) 1
 MG0735
 MG0735.Superseded values are not recommended for survey control.
 MG0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0735.See file dsdata.txt to determine how the superseded data were derived.
 MG0735
 MG0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF7765563715(NAD 83)
 MG0735_MARKER: DS = TRIANGULATION STATION DISK
 MG0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0735
 MG0735  HISTORY     - Date     Condition        Report By
 MG0735  HISTORY     - 1931     MONUMENTED       CGS
 MG0735  HISTORY     - 1937     GOOD             LOCENG
 MG0735  HISTORY     - 19950516 GOOD             USPSQD
 MG0735  HISTORY     - 19971022 GOOD             USPSQD
 MG0735
 MG0735                          STATION DESCRIPTION
 MG0735
 MG0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0735'ABOUT 1/2 MILE NORTH OF JOY, ON LAND OWNED BY HULL BRYANT.
 MG0735'
 MG0735'TO REACH FROM JOY, TURN NORTH AT JOHNSON OIL COMPANY STATION,
 MG0735'AND FOLLOW DIRT ROAD FOR 0.5 MILE, TURN WEST FOR 0.15 MILE
 MG0735'TO FIRST HOUSE ON NORTH SIDE OF ROAD.  MARK IS 40 YARDS NORTHEAST
 MG0735'OF THE HOUSE IN THE BARNYARD, 7.75 METERS NORTH OF NORTHWEST
 MG0735'CORNER OF GARAGE, 2.60 METERS WEST OF EAST FENCE, AND 19.7 METERS
 MG0735'EAST OF THE SOUTHEAST CORNER OF A LARGE WHITE BARN, MARK IS
 MG0735'FLUSH WITH GROUND.
 MG0735'
 MG0735'REFERENCE MARK NO. 1 IS EAST OF THE STATION, AT THE FENCE LINE
 MG0735'ON THE WEST SIDE OF THE ROAD, 8 METERS WEST OF THE NORTH-SOUTH
 MG0735'ROAD, AND 14 METERS NORTH OF AN EAST-WEST ROAD.
 MG0735'
 MG0735'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 18 METERS
 MG0735'WEST OF GATE TO BARNYARD, 1 FOOT NORTH OF SOUTH FENCE OF
 MG0735'BARNYARD AND 12-1/2 METERS SOUTH OF THE LARGE WHITE BARN.
 MG0735'
 MG0735'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 MG0735
 MG0735                          STATION RECOVERY (1937)
 MG0735
 MG0735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937 (GTL)
 MG0735'IT WAS NECESSARY TO MOVE JOY AZIMUTH MARK, REFERENCE MARK NO. 1.
 MG0735'A NEW DISK FROM THE U.S. COAST AND GEODETIC SURVEY OFFICE WAS
 MG0735'SET IN A BLOCK OF REINFORCED CONCRETE 42 INCHES HIGH, WITH A
 MG0735'BASE TWO FEET SQUARE, AND THE TOP 14 INCHES SQUARE.  THE TOP
 MG0735'IS SIX INCHES ABOVE THE SURFACE OF THE GROUND.
 MG0735'
 MG0735'THE NEW AZIMUTH MARK HAS BEEN SET EXACTLY ON LINE TOWARD THE
 MG0735'STATION MARK, FROM THE OLD REFERENCE MARK NO. 1 A DISTANCE
 MG0735'OF 12.997 FEET.  THE NEW MARK IS 0.552 FOOT LOWER THAN THE OLD
 MG0735'MARK.
 MG0735'
 MG0735'WITH BOTH MARKS IN PLACE, A TRANSIT WAS SET OVER THE NEW MARK,
 MG0735'AND THE ANGLE BETWEEN THE EXTREME MARKS OBSERVED BY METHOD
 MG0735'OF FOUR REPETITIONS, BOTH VERNIERS DIRECT AND REVERSED.  THIS
 MG0735'GAVE 180 DEG 00 MIN WITH A POSSIBLE ERROR OF FIVE SECONDS.
 MG0735'
 MG0735'THE NEW MARK IS TWO FEET EAST OF THE WEST FENCE LINE OF THE
 MG0735'NORTH-AND-SOUTH ROAD, 34 FEET FROM THE CENTERLINE OF ITS
 MG0735'TRAVELED WAY, AND 43 FEET NORTH OF THE CENTERLINE OF THE
 MG0735'EAST-AND-WEST ROAD.
 MG0735
 MG0735                          STATION RECOVERY (1995)
 MG0735
 MG0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 MG0735'RECOVERED IN GOOD CONDITION.
 MG0735
 MG0735                          STATION RECOVERY (1997)
 MG0735
 MG0735'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CL9625 ***********************************************************************
 CL9625  DESIGNATION -  JOY RM 1
 CL9625  PID         -  CL9625
 CL9625  STATE/COUNTY-  IL/MERCER
 CL9625  USGS QUAD   -  JOY (1991)
 CL9625
 CL9625                         *CURRENT SURVEY CONTROL
 CL9625  ___________________________________________________________________
 CL9625* NAD 83(1997)-  41 12 16.58670(N)    090 52 43.05871(W)     ADJUSTED  
 CL9625* NAVD 88     -       210.2    (meters)     690.     (feet)  GPS OBS   
 CL9625  ___________________________________________________________________
 CL9625  X           -     -73,693.562 (meters)                     COMP
 CL9625  Y           -  -4,805,221.207 (meters)                     COMP
 CL9625  Z           -   4,179,662.481 (meters)                     COMP
 CL9625  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CL9625  ELLIP HEIGHT-         177.27  (meters)          (02/22/06) GPS OBS
 CL9625  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 CL9625
 CL9625  HORZ ORDER  -  FIRST
 CL9625  ELLP ORDER  -  FIRST     CLASS I
 CL9625
 CL9625.The horizontal coordinates were established by GPS observations
 CL9625.and adjusted by the National Geodetic Survey in February 2006..
 CL9625
 CL9625.The orthometric height was determined by GPS observations and a
 CL9625.high-resolution geoid model.
 CL9625
 CL9625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL9625
 CL9625.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL9625
 CL9625.The ellipsoidal height was determined by GPS observations
 CL9625.and is referenced to NAD 83.
 CL9625
 CL9625.The geoid height was determined by GEOID03.
 CL9625
 CL9625;                    North         East     Units Scale Factor Converg.
 CL9625;SPC IL W     -   503,991.446   640,287.979   MT  0.99998504   -0 28 08.5
 CL9625;SPC IL W     - 1,653,511.94  2,100,678.14   sFT  0.99998504   -0 28 08.5
 CL9625;UTM  15      - 4,563,640.421   677,863.268   MT  0.99998935   +1 23 52.2
 CL9625
 CL9625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL9625!SPC IL W     -   0.99997219  x   0.99998504  =   0.99995724
 CL9625!UTM  15      -   0.99997219  x   0.99998935  =   0.99996155
 CL9625
 CL9625                          SUPERSEDED SURVEY CONTROL
 CL9625
 CL9625.No superseded survey control is available for this station.
 CL9625
 CL9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF7786363640(NAD 83)
 CL9625_MARKER: DD = SURVEY DISK
 CL9625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL9625_PROJECTION: FLUSH
 CL9625_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL9625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL9625+STABILITY: SURFACE MOTION
 CL9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL9625+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 CL9625
 CL9625  HISTORY     - Date     Condition        Report By
 CL9625  HISTORY     - 1931     MONUMENTED       CGS
 CL9625  HISTORY     - 20051101 GOOD             ILDT
 CL9625
 CL9625                          STATION DESCRIPTION
 CL9625
 CL9625'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005
 CL9625'TO REACH THE STATION FROM THE INTERSECTION OF CENTER ST. (IL. 17) AND
 CL9625'WASHINGTON ST.  (110TH ST. OR ILLINOIS CITY RD.) IN JOY, PROCEED NORTH
 CL9625'ON WASHINGTON ST. 0.47 MILES TO THE  STATION LOCATED IN THE NORTHWEST
 CL9625'QUAD OF THE INTERSECTION OF 110TH ST. AND 92ND AVE.   THE STATION IS
 CL9625'35.30 FEET WEST OF THE CENTERLINE OF 110TH ST., 39.90           FEET
 CL9625'NORTH OF THE  CENTERLINE OF 92ND AVE., 15.45 FEET NORTHEAST OF A P.K.
 CL9625'NAIL SET ON THE NORTH SIDE OF A  WOOD FENCE CORNER POST IN THE
 CL9625'NORTHWEST QUAD OF THE INTERSECTION, AND 70.50 FEET  NORTH OF A P.K.
 CL9625'NAIL SET ON THE NORTH SIDE OF A POWER POLE IN THE SOUTHWEST QUAD OF
 CL9625'THE  INTERSECTION.  THE STATION IS A USC AND G BRASS DISC, STAMPED JOY
 CL9625'NO. 1, SET IN A 0.5 FOOT  HIGH  CONCRETE BASE APPROXIMATELY 4.0 FEET
 CL9625'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0736 ***********************************************************************
 MG0736  DESIGNATION -  JOY WATER TANK
 MG0736  PID         -  MG0736
 MG0736  STATE/COUNTY-  IL/MERCER
 MG0736  USGS QUAD   -  JOY (1991)
 MG0736
 MG0736                         *CURRENT SURVEY CONTROL
 MG0736  ___________________________________________________________________
 MG0736* NAD 83(1997)-  41 11 46.24343(N)    090 52 51.36493(W)     ADJUSTED  
 MG0736* NAVD 88     -                                                        
 MG0736  ___________________________________________________________________
 MG0736  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 MG0736  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MG0736
 MG0736  HORZ ORDER  -  THIRD
 MG0736
 MG0736.The horizontal coordinates were established by classical geodetic methods
 MG0736.and adjusted by the National Geodetic Survey in October 1999..
 MG0736
 MG0736
 MG0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0736
 MG0736.The geoid height was determined by GEOID03.
 MG0736
 MG0736;                    North         East     Units Scale Factor Converg.
 MG0736;SPC IL W     -   503,057.007   640,086.779   MT  0.99998534   -0 28 13.7
 MG0736;SPC IL W     - 1,650,446.20  2,100,018.04   sFT  0.99998534   -0 28 13.7
 MG0736;SPC IA S     -   136,141.057   719,656.351   MT  0.99994837   +1 43 30.7
 MG0736;UTM  15      - 4,562,699.920   677,692.613   MT  0.99998861   +1 23 45.8
 MG0736
 MG0736                          SUPERSEDED SURVEY CONTROL
 MG0736
 MG0736  NAD 83(1997)-  41 11 46.24344(N)    090 52 51.36494(W) AD(       ) 4
 MG0736  NAD 83(1986)-  41 11 46.24507(N)    090 52 51.37014(W) AD(       ) 4
 MG0736  NAD 27      -  41 11 46.12300(N)    090 52 50.85800(W) AD(       ) 3
 MG0736
 MG0736.Superseded values are not recommended for survey control.
 MG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0736.See file dsdata.txt to determine how the superseded data were derived.
 MG0736
 MG0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF7769362700(NAD 83)
 MG0736_MARKER: 51 = TANK
 MG0736
 MG0736  HISTORY     - Date     Condition        Report By
 MG0736  HISTORY     - 1931     FIRST OBSERVED   CGS
 MG0736  HISTORY     - 19950516 GOOD             USPSQD
 MG0736
 MG0736                          STATION DESCRIPTION
 MG0736
 MG0736'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1831 ***********************************************************************
 JB1831  DESIGNATION -  JUNCTION CITY MARION MINES STK
 JB1831  PID         -  JB1831
 JB1831  STATE/COUNTY-  IL/MARION
 JB1831  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1831
 JB1831                         *CURRENT SURVEY CONTROL
 JB1831  ___________________________________________________________________
 JB1831* NAD 83(1997)-  38 34 32.39134(N)    089 07 41.54429(W)     ADJUSTED  
 JB1831* NAVD 88     -                                                        
 JB1831  ___________________________________________________________________
 JB1831  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 JB1831  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JB1831
 JB1831  HORZ ORDER  -  THIRD
 JB1831
 JB1831.The horizontal coordinates were established by classical geodetic methods
 JB1831.and adjusted by the National Geodetic Survey in October 1999..
 JB1831
 JB1831
 JB1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1831
 JB1831.The geoid height was determined by GEOID03.
 JB1831
 JB1831;                    North         East     Units Scale Factor Converg.
 JB1831;SPC IL E     -   212,172.703   230,734.823   MT  1.00003406   -0 29 44.4
 JB1831;SPC IL E     -   696,103.28    757,002.50   sFT  1.00003406   -0 29 44.4
 JB1831;UTM  16      - 4,271,836.789   314,609.616   MT  1.00002327   -1 19 38.7
 JB1831
 JB1831                          SUPERSEDED SURVEY CONTROL
 JB1831
 JB1831  NAD 83(1986)-  38 34 32.40756(N)    089 07 41.54121(W) AD(       ) 4
 JB1831  NAD 27      -  38 34 32.22988(N)    089 07 41.29219(W) AD(       ) 3
 JB1831
 JB1831.Superseded values are not recommended for survey control.
 JB1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1831.See file dsdata.txt to determine how the superseded data were derived.
 JB1831
 JB1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1461071837(NAD 83)
 JB1831_MARKER: 63 = STACK
 JB1831
 JB1831  HISTORY     - Date     Condition        Report By
 JB1831  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1831
 JB1831                          STATION DESCRIPTION
 JB1831
 JB1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1831'THE STATION IS THE CENTER OF THE TOP OF A RED BRICK STACK, OWNED AND
 JB1831'OPERATED BY THE
 JB1831'MARION COUNTY MINES INCORPORATED.  THE OVERALL HEIGHT
 JB1831'IS 154 FEET.  IT IS LOCATED AT THE
 JB1831'SOUTH EDGE OF JUNCTION CITY AND IS
 JB1831'ON THE WEST END OF A BUILDING HOUSING SEVERAL
 JB1831'BOILERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1830 ***********************************************************************
 JB1830  DESIGNATION -  JUNCTION CITY RADIO WCNT MAST
 JB1830  PID         -  JB1830
 JB1830  STATE/COUNTY-  IL/MARION
 JB1830  USGS QUAD   -  CENTRALIA EAST (1981)
 JB1830
 JB1830                         *CURRENT SURVEY CONTROL
 JB1830  ___________________________________________________________________
 JB1830* NAD 83(1997)-  38 34 43.94865(N)    089 06 48.54223(W)     ADJUSTED  
 JB1830* NAVD 88     -                                                        
 JB1830  ___________________________________________________________________
 JB1830  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JB1830  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JB1830
 JB1830  HORZ ORDER  -  THIRD
 JB1830
 JB1830.The horizontal coordinates were established by classical geodetic methods
 JB1830.and adjusted by the National Geodetic Survey in October 1999..
 JB1830
 JB1830
 JB1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1830
 JB1830.The geoid height was determined by GEOID03.
 JB1830
 JB1830;                    North         East     Units Scale Factor Converg.
 JB1830;SPC IL E     -   212,518.079   232,020.810   MT  1.00003189   -0 29 11.4
 JB1830;SPC IL E     -   697,236.40    761,221.61   sFT  1.00003189   -0 29 11.4
 JB1830;UTM  16      - 4,272,163.457   315,900.464   MT  1.00001739   -1 19 06.0
 JB1830
 JB1830                          SUPERSEDED SURVEY CONTROL
 JB1830
 JB1830  NAD 83(1986)-  38 34 43.96459(N)    089 06 48.53910(W) AD(       ) 4
 JB1830  NAD 27      -  38 34 43.79376(N)    089 06 48.29246(W) AD(       ) 3
 JB1830
 JB1830.Superseded values are not recommended for survey control.
 JB1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1830.See file dsdata.txt to determine how the superseded data were derived.
 JB1830
 JB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1590072163(NAD 83)
 JB1830_MARKER: 42 = RADIO/TV MAST
 JB1830
 JB1830  HISTORY     - Date     Condition        Report By
 JB1830  HISTORY     - 1962     FIRST OBSERVED   CGS
 JB1830
 JB1830                          STATION DESCRIPTION
 JB1830
 JB1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1830'THE STATION IS THE CENTER OF THE RED LIGHT AT THE APEX OF A UNIFORM
 JB1830'STEEL MAST PAINTED
 JB1830'IN ALTERNATE SECTIONS OF INTERNATIONAL RED AND
 JB1830'WHITE.  IT IS SUPPORTED BY GUY WIRES
 JB1830'AND THE OVERALL HEIGHT IS 225
 JB1830'FEET.  IT IS OWNED AND OPERATED BY THE SOUTHERN
 JB1830'ILLINOIS BROADCASTING
 JB1830'COMPANY WHICH HAS AN OFFICE IN CAIRO, ILLINOIS.
 JB1830'
 JB1830'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 161 AND U S HIGHWAY 51 IN
 JB1830'CENTRALIA, GO
 JB1830'NORTH ON U S HIGHWAY 51 FOR 3.8 MILES TO THE STATION ON
 JB1830'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3263 ***********************************************************************
 ME3263  DESIGNATION -  K 1
 ME3263  PID         -  ME3263
 ME3263  STATE/COUNTY-  IL/DU PAGE
 ME3263  USGS QUAD   -  ELMHURST (1997)
 ME3263
 ME3263                         *CURRENT SURVEY CONTROL
 ME3263  ___________________________________________________________________
 ME3263* NAD 83(1997)-  41 58 44.08406(N)    087 56 19.56256(W)     ADJUSTED  
 ME3263* NAVD 88     -       201.63   (+/-2cm)     661.5    (feet)  VERTCON   
 ME3263  ___________________________________________________________________
 ME3263  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 ME3263  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME3263
 ME3263  HORZ ORDER  -  SECOND
 ME3263  VERT ORDER  -  THIRD ? (See Below)
 ME3263
 ME3263.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3263
 ME3263.The horizontal coordinates were established by classical geodetic methods
 ME3263.and adjusted by the National Geodetic Survey in October 1999..
 ME3263
 ME3263.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3263.The vertical order pertains to the NGVD 29 superseded value.
 ME3263
 ME3263.Photographs are available for this station.
 ME3263
 ME3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3263
 ME3263.The geoid height was determined by GEOID03.
 ME3263
 ME3263;                    North         East     Units Scale Factor Converg.
 ME3263;SPC IL E     -   589,835.695   332,700.091   MT  0.99998815   +0 15 50.1
 ME3263;SPC IL E     - 1,935,152.61  1,091,533.55   sFT  0.99998815   +0 15 50.1
 ME3263;UTM  16      - 4,647,861.052   422,227.482   MT  0.99967443   -0 37 40.6
 ME3263
 ME3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3263!SPC IL E     -   0.99997364  x   0.99998815  =   0.99996179
 ME3263!UTM  16      -   0.99997364  x   0.99967443  =   0.99964808
 ME3263
 ME3263:                Primary Azimuth Mark                     Grid Az
 ME3263:SPC IL E     -  K 30                                     359 44 52.4
 ME3263:UTM  16      -  K 30                                     000 38 23.1
 ME3263
 ME3263|---------------------------------------------------------------------|
 ME3263| PID    Reference Object                     Distance      Geod. Az  |
 ME3263|                                                           dddmmss.s |
 ME3263| ME3267 K 30                                APPROX. 0.6 KM 0000042.5 |
 ME3263| ME3237 B 4                                 310.408 METERS 17647     |
 ME3263|---------------------------------------------------------------------|
 ME3263
 ME3263                          SUPERSEDED SURVEY CONTROL
 ME3263
 ME3263  NAD 83(1997)-  41 58 44.08412(N)    087 56 19.56311(W) AD(       ) 2
 ME3263  NAD 83(1997)-  41 58 44.08351(N)    087 56 19.57763(W) AD(       ) 2
 ME3263  NAD 83(1986)-  41 58 44.08504(N)    087 56 19.57732(W) AD(       ) 2
 ME3263  NGVD 29 (08/23/90)  201.72   (m)          661.8    (f) LEVELING    3  
 ME3263
 ME3263.Superseded values are not recommended for survey control.
 ME3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3263.See file dsdata.txt to determine how the superseded data were derived.
 ME3263
 ME3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2222747861(NAD 83)
 ME3263_MARKER: DB = BENCH MARK DISK
 ME3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3263_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME3263_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3263+STABILITY: SURFACE MOTION
 ME3263
 ME3263  HISTORY     - Date     Condition        Report By
 ME3263  HISTORY     - 1983     MONUMENTED       IL1670
 ME3263
 ME3263                          STATION DESCRIPTION
 ME3263
 ME3263'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3263'THE STATION IS LOCATED ON THE WEST EDGE OF THE CHICAGO OHARE
 ME3263'INTERNATIONAL AIRPORT, ALONG THE OUTER PERIMETER FENCE AND ROAD.
 ME3263'AN AIRPORT EXCORT IS NEEDED TO REACH THE STATION.
 ME3263'THE STATION IS ON AIRPORT PROPERTY, OWNED BY THE CITY OF CHICAGO.
 ME3263'
 ME3263'TO REACH THE STATION FROM THE SOUTHWEST FENCE CORNER OF A CEMETERY,
 ME3263'IN THE SOUTHWEST PART OF THE AIRPORT, GO WEST ALONG PERIMETER ROAD
 ME3263'ABOUT 90 METERS (300 FEET) TO STATION AIRPORT BM K5 COC ON THE
 ME3263'RIGHT.  CONTINUE NORTHWEST AND NORTH ALONG THE PERIMETER ROAD FOR
 ME3263'2.0 KILOMETERS (1.25 MILES) TO THE STATION ON THE LEFT, SURROUNDED
 ME3263'BY A TRIANGULAR SHAPED GUARDRAIL.
 ME3263'
 ME3263'THE STATION IS A STANDARD COC DISK STAMPED---K1---SET INTO THE TOP
 ME3263'OF A 30 CM (12-INCH) CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 ME3263'SURFACE.  IT IS ABOUT 183 METERS (600 FEET) EAST OF ELMHURST ROAD,
 ME3263'ABOUT 46 METERS (150 FEET) SOUTH OF A GATE IN THE PERIMETER FENCE,
 ME3263'18.0 METERS (59.0 FEET) NORTH-NORTHWEST OF A TREE, 5.32 METERS
 ME3263'(17.46) FEET NORTHEAST OF AN IRON FENCE POST WITH A CHISELED X AND
 ME3263'4.83 METERS (15.84 FEET) SOUTHEAST OF AN IRON FENCE POST WITH A
 ME3263'CHISELED X.
 ME3263'
 ME3263'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0642 ***********************************************************************
 HB0642  DESIGNATION -  K 10
 HB0642  PID         -  HB0642
 HB0642  STATE/COUNTY-  IL/JACKSON
 HB0642  USGS QUAD   -  CARBONDALE (1996)
 HB0642
 HB0642                         *CURRENT SURVEY CONTROL
 HB0642  ___________________________________________________________________
 HB0642* NAD 83(1986)-  37 43 31.     (N)    089 13 00.     (W)     SCALED    
 HB0642* NAVD 88     -       127.145  (meters)     417.14   (feet)  ADJUSTED  
 HB0642  ___________________________________________________________________
 HB0642  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB0642  DYNAMIC HT  -         127.057 (meters)     416.85  (feet)  COMP
 HB0642  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 HB0642
 HB0642  VERT ORDER  -  FIRST     CLASS II
 HB0642
 HB0642.The horizontal coordinates were scaled from a topographic map and have
 HB0642.an estimated accuracy of +/- 6 seconds.
 HB0642
 HB0642.The orthometric height was determined by differential leveling
 HB0642.and adjusted by the National Geodetic Survey in June 1991..
 HB0642
 HB0642.The geoid height was determined by GEOID03.
 HB0642
 HB0642.The dynamic height is computed by dividing the NAVD 88
 HB0642.geopotential number by the normal gravity value computed on the
 HB0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0642.degrees latitude (g = 980.6199 gals.).
 HB0642
 HB0642.The modeled gravity was interpolated from observed gravity values.
 HB0642
 HB0642;                    North         East    Units  Estimated Accuracy
 HB0642;SPC IL W     -   117,900.      783,750.      MT  (+/- 180 meters Scaled)
 HB0642
 HB0642                          SUPERSEDED SURVEY CONTROL
 HB0642
 HB0642  NGVD 29 (??/??/??)  127.223  (m)          417.40   (f) ADJUSTED    1 2
 HB0642
 HB0642.Superseded values are not recommended for survey control.
 HB0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0642.See file dsdata.txt to determine how the superseded data were derived.
 HB0642
 HB0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG046776(NAD 83)
 HB0642_MARKER: DB = BENCH MARK DISK
 HB0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0642_SP_SET: BUILDING
 HB0642_STAMPING: K 10 1922
 HB0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0642
 HB0642  HISTORY     - Date     Condition        Report By
 HB0642  HISTORY     - 1922     MONUMENTED       CGS
 HB0642  HISTORY     - 1954     GOOD             CGS
 HB0642  HISTORY     - 1969     MARK NOT FOUND   CGS
 HB0642
 HB0642                          STATION DESCRIPTION
 HB0642
 HB0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0642'AT CARBONDALE.
 HB0642'AT CARBONDALE, ON THE EAST SIDE OF SOUTH ILLINOIS STREET, IN THE
 HB0642'MIDDLE OF BLOCK BETWEEN WEST MONROE STREET AND WEST WALNUT
 HB0642'STREET, 141 FEET NORTH OF NORTH CURB OF WEST WALNUT STREET, 125
 HB0642'FEET WEST OF THE WEST RAIL OF THE WEST TRACK OF THE ILLINOIS
 HB0642'CENTRAL RAILROAD, 10.8 FEET EAST OF EAST CURB OF SOUTH ILLINOIS
 HB0642'STREET, AT A RED BRICK BUILDING OCCUPIED BY VARIOUS OFFICES, SET
 HB0642'VERTICALLY IN THE WEST FACE OF BUILDING, 1 FOOT NORTH OF
 HB0642'SOUTHWEST CORNER AND ABOUT 2 FEET ABOVE LEVEL OF SIDE WALK.
 HB0642'NOTE-- BUILDING RESURFACED COVERING MARK.
 HB0642
 HB0642                          STATION RECOVERY (1969)
 HB0642
 HB0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 HB0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0870 ***********************************************************************
 KB0870  DESIGNATION -  K 102
 KB0870  PID         -  KB0870
 KB0870  STATE/COUNTY-  IL/MACOUPIN
 KB0870  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB0870
 KB0870                         *CURRENT SURVEY CONTROL
 KB0870  ___________________________________________________________________
 KB0870* NAD 83(1986)-  39 17 18.     (N)    089 56 14.     (W)     SCALED    
 KB0870* NAVD 88     -       191.394  (meters)     627.93   (feet)  ADJUSTED  
 KB0870  ___________________________________________________________________
 KB0870  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KB0870  DYNAMIC HT  -         191.286 (meters)     627.58  (feet)  COMP
 KB0870  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 KB0870
 KB0870  VERT ORDER  -  SECOND    CLASS 0
 KB0870
 KB0870.The horizontal coordinates were scaled from a topographic map and have
 KB0870.an estimated accuracy of +/- 6 seconds.
 KB0870
 KB0870.The orthometric height was determined by differential leveling
 KB0870.and adjusted by the National Geodetic Survey in June 1991..
 KB0870
 KB0870.The geoid height was determined by GEOID03.
 KB0870
 KB0870.The dynamic height is computed by dividing the NAVD 88
 KB0870.geopotential number by the normal gravity value computed on the
 KB0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0870.degrees latitude (g = 980.6199 gals.).
 KB0870
 KB0870.The modeled gravity was interpolated from observed gravity values.
 KB0870
 KB0870;                    North         East    Units  Estimated Accuracy
 KB0870;SPC IL W     -   291,000.      719,790.      MT  (+/- 180 meters Scaled)
 KB0870
 KB0870                          SUPERSEDED SURVEY CONTROL
 KB0870
 KB0870  NGVD 29 (??/??/92)  191.526  (m)          628.36   (f) ADJ UNCH    2 0
 KB0870
 KB0870.Superseded values are not recommended for survey control.
 KB0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0870.See file dsdata.txt to determine how the superseded data were derived.
 KB0870
 KB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ466528(NAD 83)
 KB0870_MARKER: DB = BENCH MARK DISK
 KB0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0870_STAMPING: K 102 1935
 KB0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0870+STABILITY: SURFACE MOTION
 KB0870
 KB0870  HISTORY     - Date     Condition        Report By
 KB0870  HISTORY     - 1935     MONUMENTED       CGS
 KB0870  HISTORY     - 1976     MARK NOT FOUND   USGS
 KB0870
 KB0870                          STATION DESCRIPTION
 KB0870
 KB0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0870'3.5 MI W FROM CARLINVILLE.
 KB0870'3.5 MILES WEST ALONG STATE HIGHWAY 108 FROM THE SQUARE AT
 KB0870'CARLINVILLE, MACOUPIN COUNTY, 60 FEET EAST OF THE JUNCTION OF A
 KB0870'PRIVATE ROAD, 20 FEET NORTH OF THREE MAPLE TREES, MIDWAY BETWEEN
 KB0870'THE HIGHWAY AND THE PROPERTY LINE, AND 1 FOOT NORTH OF THE FENCE
 KB0870'LINE.  A STANDARD DISK, STAMPED K 102 1935 AND SET IN THE TOP
 KB0870'OF A CONCRETE POST.
 KB0870
 KB0870                          STATION RECOVERY (1976)
 KB0870
 KB0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KB0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1120 ***********************************************************************
 JB1120  DESIGNATION -  K 104
 JB1120  PID         -  JB1120
 JB1120  STATE/COUNTY-  IL/WASHINGTON
 JB1120  USGS QUAD   -  HOYLETON (1974)
 JB1120
 JB1120                         *CURRENT SURVEY CONTROL
 JB1120  ___________________________________________________________________
 JB1120* NAD 83(1986)-  38 26 27.     (N)    089 16 16.     (W)     SCALED    
 JB1120* NAVD 88     -       158.785  (meters)     520.95   (feet)  ADJUSTED  
 JB1120  ___________________________________________________________________
 JB1120  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 JB1120  DYNAMIC HT  -         158.685 (meters)     520.62  (feet)  COMP
 JB1120  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 JB1120
 JB1120  VERT ORDER  -  SECOND    CLASS 0
 JB1120
 JB1120.The horizontal coordinates were scaled from a topographic map and have
 JB1120.an estimated accuracy of +/- 6 seconds.
 JB1120
 JB1120.The orthometric height was determined by differential leveling
 JB1120.and adjusted by the National Geodetic Survey in June 1991..
 JB1120
 JB1120.The geoid height was determined by GEOID03.
 JB1120
 JB1120.The dynamic height is computed by dividing the NAVD 88
 JB1120.geopotential number by the normal gravity value computed on the
 JB1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1120.degrees latitude (g = 980.6199 gals.).
 JB1120
 JB1120.The modeled gravity was interpolated from observed gravity values.
 JB1120
 JB1120;                    North         East    Units  Estimated Accuracy
 JB1120;SPC IL W     -   197,280.      778,180.      MT  (+/- 180 meters Scaled)
 JB1120
 JB1120                          SUPERSEDED SURVEY CONTROL
 JB1120
 JB1120  NGVD 29 (??/??/92)  158.908  (m)          521.35   (f) ADJ UNCH    2 0
 JB1120
 JB1120.Superseded values are not recommended for survey control.
 JB1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1120.See file dsdata.txt to determine how the superseded data were derived.
 JB1120
 JB1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH017571(NAD 83)
 JB1120_MARKER: DB = BENCH MARK DISK
 JB1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1120_STAMPING: K 104 1935
 JB1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1120+STABILITY: SURFACE MOTION
 JB1120
 JB1120  HISTORY     - Date     Condition        Report By
 JB1120  HISTORY     - 1935     MONUMENTED       CGS
 JB1120  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1120
 JB1120                          STATION DESCRIPTION
 JB1120
 JB1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1120'AT HOYLETON.
 JB1120'AT HOYLETON, WASHINGTON COUNTY, ON THE MISSOURI-ILLINOIS RAILROAD,
 JB1120'38 YARDS SOUTHWEST OF THE STATION, ACROSS THE TRACKS FROM THE
 JB1120'CLOVER LEAF MILL AND ELEVATOR CO. PROPERTY, AND 8 YARDS NORTHWEST
 JB1120'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 104
 JB1120'1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB1120
 JB1120                          STATION RECOVERY (1974)
 JB1120
 JB1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0428 ***********************************************************************
 HB0428  DESIGNATION -  K 105
 HB0428  PID         -  HB0428
 HB0428  STATE/COUNTY-  IL/JOHNSON
 HB0428  USGS QUAD   -  BLOOMFIELD (1990)
 HB0428
 HB0428                         *CURRENT SURVEY CONTROL
 HB0428  ___________________________________________________________________
 HB0428* NAD 83(1986)-  37 23 44.     (N)    088 45 03.     (W)     SCALED    
 HB0428* NAVD 88     -       115.753  (meters)     379.77   (feet)  ADJUSTED  
 HB0428  ___________________________________________________________________
 HB0428  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HB0428  DYNAMIC HT  -         115.670 (meters)     379.49  (feet)  COMP
 HB0428  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 HB0428
 HB0428  VERT ORDER  -  SECOND    CLASS 0
 HB0428
 HB0428.The horizontal coordinates were scaled from a topographic map and have
 HB0428.an estimated accuracy of +/- 6 seconds.
 HB0428
 HB0428.The orthometric height was determined by differential leveling
 HB0428.and adjusted by the National Geodetic Survey in June 1991..
 HB0428
 HB0428.The geoid height was determined by GEOID03.
 HB0428
 HB0428.The dynamic height is computed by dividing the NAVD 88
 HB0428.geopotential number by the normal gravity value computed on the
 HB0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0428.degrees latitude (g = 980.6199 gals.).
 HB0428
 HB0428.The modeled gravity was interpolated from observed gravity values.
 HB0428
 HB0428;                    North         East    Units  Estimated Accuracy
 HB0428;SPC IL E     -    80,970.      263,030.      MT  (+/- 180 meters Scaled)
 HB0428
 HB0428                          SUPERSEDED SURVEY CONTROL
 HB0428
 HB0428  NGVD 29 (??/??/??)  115.834  (m)          380.03   (f) ADJUSTED    2 0
 HB0428
 HB0428.Superseded values are not recommended for survey control.
 HB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0428.See file dsdata.txt to determine how the superseded data were derived.
 HB0428
 HB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG450401(NAD 83)
 HB0428_MARKER: DB = BENCH MARK DISK
 HB0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0428_STAMPING: K 105 1935
 HB0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0428+STABILITY: SURFACE MOTION
 HB0428
 HB0428  HISTORY     - Date     Condition        Report By
 HB0428  HISTORY     - 1935     MONUMENTED       CGS
 HB0428  HISTORY     - 1965     MARK NOT FOUND   CGS
 HB0428
 HB0428                          STATION DESCRIPTION
 HB0428
 HB0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0428'AT GRANTSBURG.
 HB0428'AT GRANTSBURG, JOHNSON COUNTY, ON STATE HIGHWAY 146, 13 YARDS
 HB0428'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT THE PUBLIC SCHOOL,
 HB0428'8 YARDS WEST OF A ROAD ENTRANCE, 7 YARDS SOUTH OF A CONCRETE
 HB0428'CULVERT, AND IN THE SCHOOLYARD.  A STANDARD DISK, STAMPED K 105
 HB0428'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HB0428
 HB0428                          STATION RECOVERY (1965)
 HB0428
 HB0428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HB0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0874 ***********************************************************************
 HB0874  DESIGNATION -  K 106
 HB0874  PID         -  HB0874
 HB0874  STATE/COUNTY-  IL/UNION
 HB0874  USGS QUAD   -  JONESBORO (1996)
 HB0874
 HB0874                         *CURRENT SURVEY CONTROL
 HB0874  ___________________________________________________________________
 HB0874* NAD 83(1986)-  37 27 21.     (N)    089 15 21.     (W)     SCALED    
 HB0874* NAVD 88     -       206.873  (meters)     678.72   (feet)  ADJUSTED  
 HB0874  ___________________________________________________________________
 HB0874  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HB0874  DYNAMIC HT  -         206.725 (meters)     678.23  (feet)  COMP
 HB0874  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 HB0874
 HB0874  VERT ORDER  -  FIRST     CLASS II
 HB0874
 HB0874.The horizontal coordinates were scaled from a topographic map and have
 HB0874.an estimated accuracy of +/- 6 seconds.
 HB0874
 HB0874.The orthometric height was determined by differential leveling
 HB0874.and adjusted by the National Geodetic Survey in June 1991..
 HB0874.WARNING-Repeat measurements at this control monument indicate possible
 HB0874.vertical movement.
 HB0874
 HB0874.The geoid height was determined by GEOID03.
 HB0874
 HB0874.The dynamic height is computed by dividing the NAVD 88
 HB0874.geopotential number by the normal gravity value computed on the
 HB0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0874.degrees latitude (g = 980.6199 gals.).
 HB0874
 HB0874.The modeled gravity was interpolated from observed gravity values.
 HB0874
 HB0874;                    North         East    Units  Estimated Accuracy
 HB0874;SPC IL W     -    87,970.      780,580.      MT  (+/- 180 meters Scaled)
 HB0874
 HB0874                          SUPERSEDED SURVEY CONTROL
 HB0874
 HB0874  NGVD 29 (??/??/??)  206.854  (m)          678.65   (f) ADJUSTED    1 2
 HB0874
 HB0874.Superseded values are not recommended for survey control.
 HB0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0874.See file dsdata.txt to determine how the superseded data were derived.
 HB0874
 HB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG004478(NAD 83)
 HB0874_MARKER: DB = BENCH MARK DISK
 HB0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0874_STAMPING: K 106 1935
 HB0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0874+STABILITY: SURFACE MOTION
 HB0874
 HB0874  HISTORY     - Date     Condition        Report By
 HB0874  HISTORY     - 1935     MONUMENTED       CGS
 HB0874  HISTORY     - 1949     GOOD             CGS
 HB0874  HISTORY     - 1976     POOR             ILDT
 HB0874  HISTORY     - 1976     POOR             ILDT
 HB0874  HISTORY     - 1976     POOR             ILDT
 HB0874
 HB0874                          STATION DESCRIPTION
 HB0874
 HB0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0874'0.6 MI SW FROM ANNA.
 HB0874'0.55 MILE SOUTHWEST ALONG STATE HIGHWAY 146 FROM ITS CROSSING
 HB0874'WITH THE ILLINOIS CENTRAL RAILROAD AT ANNA, AT THE JUNCTION OF
 HB0874'THE HIGHWAY AND A STREET LEADING WEST-SOUTHWEST, AT THE ENTRANCE
 HB0874'TO THE ANNA-JONESBORO COMMUNITY HIGH SCHOOL, ABOUT 0.75 MILE EAST
 HB0874'OF THE VILLAGE SQUARE AT JONESBORO, 51 FEET SOUTHEAST OF THE
 HB0874'CENTER LINE OF THE HIGHWAY, 4.5 FEET SOUTHWEST OF THE WEST CORNER
 HB0874'OF THE CONCRETE BASE OF THE SOUTHWEST BRICK POST OF GATE TO
 HB0874'HIGH SCHOOL, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1
 HB0874'FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 HB0874'PROJECTING 3 INCHES.
 HB0874
 HB0874                          STATION RECOVERY (1976)
 HB0874
 HB0874'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0874'MARK RECOVERED IN POOR CONDITION.
 HB0874
 HB0874                          STATION RECOVERY (1976)
 HB0874
 HB0874'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0874'MARK RECOVERED IN POOR CONDITION.
 HB0874
 HB0874                          STATION RECOVERY (1976)
 HB0874
 HB0874'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0874'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0755 ***********************************************************************
 HB0755  DESIGNATION -  K 107
 HB0755  PID         -  HB0755
 HB0755  STATE/COUNTY-  IL/ALEXANDER
 HB0755  USGS QUAD   -  THEBES (1996)
 HB0755
 HB0755                         *CURRENT SURVEY CONTROL
 HB0755  ___________________________________________________________________
 HB0755* NAD 83(1986)-  37 13 12.     (N)    089 27 25.     (W)     SCALED    
 HB0755* NAVD 88     -       146.557  (meters)     480.83   (feet)  ADJUSTED  
 HB0755  ___________________________________________________________________
 HB0755  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB0755  DYNAMIC HT  -         146.451 (meters)     480.48  (feet)  COMP
 HB0755  MODELED GRAV-     979,905.0   (mgal)                       NAVD 88
 HB0755
 HB0755  VERT ORDER  -  SECOND    CLASS 0
 HB0755
 HB0755.The horizontal coordinates were scaled from a topographic map and have
 HB0755.an estimated accuracy of +/- 6 seconds.
 HB0755
 HB0755.The orthometric height was determined by differential leveling
 HB0755.and adjusted by the National Geodetic Survey in June 1991..
 HB0755
 HB0755.The geoid height was determined by GEOID03.
 HB0755
 HB0755.The dynamic height is computed by dividing the NAVD 88
 HB0755.geopotential number by the normal gravity value computed on the
 HB0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0755.degrees latitude (g = 980.6199 gals.).
 HB0755
 HB0755.The modeled gravity was interpolated from observed gravity values.
 HB0755
 HB0755;                    North         East    Units  Estimated Accuracy
 HB0755;SPC IL W     -    61,640.      762,990.      MT  (+/- 180 meters Scaled)
 HB0755
 HB0755                          SUPERSEDED SURVEY CONTROL
 HB0755
 HB0755  NGVD 29 (??/??/??)  146.434  (m)          480.43   (f) ADJUSTED    2 0
 HB0755
 HB0755.Superseded values are not recommended for survey control.
 HB0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0755.See file dsdata.txt to determine how the superseded data were derived.
 HB0755
 HB0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG820221(NAD 83)
 HB0755_MARKER: DB = BENCH MARK DISK
 HB0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0755_STAMPING: K 107 1935
 HB0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0755+STABILITY: SURFACE MOTION
 HB0755
 HB0755  HISTORY     - Date     Condition        Report By
 HB0755  HISTORY     - 1935     MONUMENTED       CGS
 HB0755  HISTORY     - 1960     MARK NOT FOUND   CGS
 HB0755
 HB0755                          STATION DESCRIPTION
 HB0755
 HB0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0755'AT THEBES.
 HB0755'AT THEBES, ALEXANDER COUNTY, AT THE HIGH SCHOOL, 72 FEET SOUTHEAST
 HB0755'OF THE SOUTHEAST CORNER OF THE BUILDING, IN THE SOUTHEAST CORNER
 HB0755'OF THE YARD, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 65 FEET
 HB0755'EAST OF THE ENTRANCE WALK, AND 3 FEET NORTH OF A SIDEWALK.  A
 HB0755'STANDARD DISK, STAMPED K 107 1935 AND SET IN THE TOP OF A CONCRETE
 HB0755'POST.
 HB0755
 HB0755                          STATION RECOVERY (1960)
 HB0755
 HB0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0176 ***********************************************************************
 JB0176  DESIGNATION -  K 108
 JB0176  PID         -  JB0176
 JB0176  STATE/COUNTY-  IL/WAYNE
 JB0176  USGS QUAD   -  GOLDEN GATE (1971)
 JB0176
 JB0176                         *CURRENT SURVEY CONTROL
 JB0176  ___________________________________________________________________
 JB0176* NAD 83(1986)-  38 21 37.     (N)    088 14 18.     (W)     SCALED    
 JB0176* NAVD 88     -       118.082  (meters)     387.41   (feet)  ADJUSTED  
 JB0176  ___________________________________________________________________
 JB0176  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JB0176  DYNAMIC HT  -         118.008 (meters)     387.16  (feet)  COMP
 JB0176  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 JB0176
 JB0176  VERT ORDER  -  SECOND    CLASS 0
 JB0176
 JB0176.The horizontal coordinates were scaled from a topographic map and have
 JB0176.an estimated accuracy of +/- 6 seconds.
 JB0176
 JB0176.The orthometric height was determined by differential leveling
 JB0176.and adjusted by the National Geodetic Survey in June 1991..
 JB0176
 JB0176.The geoid height was determined by GEOID03.
 JB0176
 JB0176.The dynamic height is computed by dividing the NAVD 88
 JB0176.geopotential number by the normal gravity value computed on the
 JB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0176.degrees latitude (g = 980.6199 gals.).
 JB0176
 JB0176.The modeled gravity was interpolated from observed gravity values.
 JB0176
 JB0176;                    North         East    Units  Estimated Accuracy
 JB0176;SPC IL E     -   187,970.      308,300.      MT  (+/- 180 meters Scaled)
 JB0176
 JB0176                          SUPERSEDED SURVEY CONTROL
 JB0176
 JB0176  NGVD 29 (??/??/92)  118.215  (m)          387.84   (f) ADJ UNCH    2 0
 JB0176
 JB0176.Superseded values are not recommended for survey control.
 JB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0176.See file dsdata.txt to determine how the superseded data were derived.
 JB0176
 JB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH918465(NAD 83)
 JB0176_MARKER: DB = BENCH MARK DISK
 JB0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0176_STAMPING: K 108 1935
 JB0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0176+STABILITY: SURFACE MOTION
 JB0176
 JB0176  HISTORY     - Date     Condition        Report By
 JB0176  HISTORY     - 1935     MONUMENTED       CGS
 JB0176  HISTORY     - 1971     MARK NOT FOUND   USGS
 JB0176
 JB0176                          STATION DESCRIPTION
 JB0176
 JB0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0176'2.1 MI E FROM MERRIAM.
 JB0176'2.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 JB0176'MERRIAM, WAYNE COUNTY, 3 RAILS WEST OF MILEPOST 124, ONE RAIL
 JB0176'WEST OF A ROAD CROSSING, AND 40 FEET NORTH OF THE TRACK.  A
 JB0176'STANDARD DISK, STAMPED K 108 1935 AND SET IN THE TOP OF A
 JB0176'CONCRETE POST.
 JB0176
 JB0176                          STATION RECOVERY (1971)
 JB0176
 JB0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JB0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0366 ***********************************************************************
 JB0366  DESIGNATION -  K 109
 JB0366  PID         -  JB0366
 JB0366  STATE/COUNTY-  IL/JEFFERSON
 JB0366  USGS QUAD   -  MOUNT VERNON (1978)
 JB0366
 JB0366                         *CURRENT SURVEY CONTROL
 JB0366  ___________________________________________________________________
 JB0366* NAD 83(1986)-  38 19 44.     (N)    088 59 01.     (W)     SCALED    
 JB0366* NAVD 88     -       136.869  (meters)     449.04   (feet)  ADJUSTED  
 JB0366  ___________________________________________________________________
 JB0366  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 JB0366  DYNAMIC HT  -         136.782 (meters)     448.76  (feet)  COMP
 JB0366  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JB0366
 JB0366  VERT ORDER  -  SECOND    CLASS 0
 JB0366
 JB0366.The horizontal coordinates were scaled from a topographic map and have
 JB0366.an estimated accuracy of +/- 6 seconds.
 JB0366
 JB0366.The orthometric height was determined by differential leveling
 JB0366.and adjusted by the National Geodetic Survey in June 1991..
 JB0366
 JB0366.The geoid height was determined by GEOID03.
 JB0366
 JB0366.The dynamic height is computed by dividing the NAVD 88
 JB0366.geopotential number by the normal gravity value computed on the
 JB0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0366.degrees latitude (g = 980.6199 gals.).
 JB0366
 JB0366.The modeled gravity was interpolated from observed gravity values.
 JB0366
 JB0366;                    North         East    Units  Estimated Accuracy
 JB0366;SPC IL E     -   184,680.      243,140.      MT  (+/- 180 meters Scaled)
 JB0366
 JB0366                          SUPERSEDED SURVEY CONTROL
 JB0366
 JB0366  NGVD 29 (??/??/92)  136.98   (m)          449.4    (f) COMPUTED    2 0
 JB0366
 JB0366.Superseded values are not recommended for survey control.
 JB0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0366.See file dsdata.txt to determine how the superseded data were derived.
 JB0366
 JB0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH266441(NAD 83)
 JB0366_MARKER: DB = BENCH MARK DISK
 JB0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0366_STAMPING: K 109 1935
 JB0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0366+STABILITY: SURFACE MOTION
 JB0366
 JB0366  HISTORY     - Date     Condition        Report By
 JB0366  HISTORY     - 1935     MONUMENTED       CGS
 JB0366
 JB0366                          STATION DESCRIPTION
 JB0366
 JB0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0366'4.4 MI W FROM MT VERNON.
 JB0366'4.4 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 JB0366'THE STATION AT MT. VERNON, JEFFERSON COUNTY, 1-1/2 RAILS EAST
 JB0366'OF A DIRT-ROAD CROSSING, 51 FEET SOUTH OF THE TRACK, AND AT A
 JB0366'FENCE LINE.  A STANDARD DISK, STAMPED K 109 1935 AND SET IN THE
 JB0366'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0001 ***********************************************************************
 KB0001  DESIGNATION -  K 11
 KB0001  PID         -  KB0001
 KB0001  STATE/COUNTY-  IL/COLES
 KB0001  USGS QUAD   -  OAKLAND (1982)
 KB0001
 KB0001                         *CURRENT SURVEY CONTROL
 KB0001  ___________________________________________________________________
 KB0001* NAD 83(1986)-  39 39 37.     (N)    088 04 01.     (W)     SCALED    
 KB0001* NAVD 88     -       196.258  (meters)     643.89   (feet)  ADJUSTED  
 KB0001  ___________________________________________________________________
 KB0001  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0001  DYNAMIC HT  -         196.151 (meters)     643.54  (feet)  COMP
 KB0001  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 KB0001
 KB0001  VERT ORDER  -  FIRST     CLASS II
 KB0001
 KB0001.The horizontal coordinates were scaled from a topographic map and have
 KB0001.an estimated accuracy of +/- 6 seconds.
 KB0001
 KB0001.The orthometric height was determined by differential leveling
 KB0001.and adjusted by the National Geodetic Survey in June 1991..
 KB0001
 KB0001.The geoid height was determined by GEOID03.
 KB0001
 KB0001.The dynamic height is computed by dividing the NAVD 88
 KB0001.geopotential number by the normal gravity value computed on the
 KB0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0001.degrees latitude (g = 980.6199 gals.).
 KB0001
 KB0001.The modeled gravity was interpolated from observed gravity values.
 KB0001
 KB0001;                    North         East    Units  Estimated Accuracy
 KB0001;SPC IL E     -   332,320.      322,860.      MT  (+/- 180 meters Scaled)
 KB0001
 KB0001                          SUPERSEDED SURVEY CONTROL
 KB0001
 KB0001  NGVD 29 (??/??/92)  196.342  (m)          644.17   (f) ADJ UNCH    1 2
 KB0001
 KB0001.Superseded values are not recommended for survey control.
 KB0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0001.See file dsdata.txt to determine how the superseded data were derived.
 KB0001
 KB0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ084905(NAD 83)
 KB0001_MARKER: DB = BENCH MARK DISK
 KB0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0001_STAMPING: K 11 1933
 KB0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0001+STABILITY: SURFACE MOTION
 KB0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0001+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 KB0001
 KB0001  HISTORY     - Date     Condition        Report By
 KB0001  HISTORY     - 1933     MONUMENTED       CGS
 KB0001  HISTORY     - 1973     GOOD             ILHD
 KB0001  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0001  HISTORY     - 20050304 GOOD             ILDT
 KB0001
 KB0001                          STATION DESCRIPTION
 KB0001
 KB0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KB0001'2.3 MI W FROM OAKLAND.
 KB0001'2.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM OAKLAND,
 KB0001'COLES COUNTY, 9 POLES WEST OF THE BRIDGE OVER EMBARRASS RIVER,
 KB0001'5 POLES WEST OF A WATER TANK, 4 POLES WEST OF MILEPOST 41, 20
 KB0001'FEET EAST OF A ROAD CROSSING, AND 20 FEET NORTH OF THE TRACK.
 KB0001'A STANDARD DISK, STAMPED K 11 1933 AND SET IN THE TOP OF A
 KB0001'CONCRETE POST.  NOTE-- 21 FT N OF N RAIL, 16 FT E OF TELEGRAPH
 KB0001'POLE, 42 FT S OF CENTERLINE ROAD EAST.
 KB0001
 KB0001                          STATION RECOVERY (1973)
 KB0001
 KB0001'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0001'RECOVERED IN GOOD CONDITION.
 KB0001
 KB0001                          STATION RECOVERY (1980)
 KB0001
 KB0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0001'MARK NOT FOUND.
 KB0001
 KB0001                          STATION RECOVERY (2005)
 KB0001
 KB0001'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0001'MARK IS +- 150' NORTHEAST OF INTERSECTION OF IL-133 AND C.R. 2150E IN
 KB0001'DOUGLAS COUNTY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0489 ***********************************************************************
 HB0489  DESIGNATION -  K 110
 HB0489  PID         -  HB0489
 HB0489  STATE/COUNTY-  IL/SALINE
 HB0489  USGS QUAD   -  HARRISBURG (1996)
 HB0489
 HB0489                         *CURRENT SURVEY CONTROL
 HB0489  ___________________________________________________________________
 HB0489* NAD 83(1986)-  37 43 12.     (N)    088 32 30.     (W)     SCALED    
 HB0489* NAVD 88     -       115.005  (meters)     377.31   (feet)  ADJUSTED  
 HB0489  ___________________________________________________________________
 HB0489  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HB0489  DYNAMIC HT  -         114.926 (meters)     377.05  (feet)  COMP
 HB0489  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 HB0489
 HB0489  VERT ORDER  -  SECOND    CLASS 0
 HB0489
 HB0489.The horizontal coordinates were scaled from a topographic map and have
 HB0489.an estimated accuracy of +/- 6 seconds.
 HB0489
 HB0489.The orthometric height was determined by differential leveling
 HB0489.and adjusted by the National Geodetic Survey in June 1991..
 HB0489
 HB0489.The geoid height was determined by GEOID03.
 HB0489
 HB0489.The dynamic height is computed by dividing the NAVD 88
 HB0489.geopotential number by the normal gravity value computed on the
 HB0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0489.degrees latitude (g = 980.6199 gals.).
 HB0489
 HB0489.The modeled gravity was interpolated from observed gravity values.
 HB0489
 HB0489;                    North         East    Units  Estimated Accuracy
 HB0489;SPC IL E     -   116,920.      281,630.      MT  (+/- 180 meters Scaled)
 HB0489
 HB0489                          SUPERSEDED SURVEY CONTROL
 HB0489
 HB0489  NGVD 29 (??/??/??)  115.101  (m)          377.63   (f) ADJUSTED    2 0
 HB0489
 HB0489.Superseded values are not recommended for survey control.
 HB0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0489.See file dsdata.txt to determine how the superseded data were derived.
 HB0489
 HB0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG641758(NAD 83)
 HB0489_MARKER: DB = BENCH MARK DISK
 HB0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0489_STAMPING: K 110 1935
 HB0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0489+STABILITY: SURFACE MOTION
 HB0489
 HB0489  HISTORY     - Date     Condition        Report By
 HB0489  HISTORY     - 1935     MONUMENTED       CGS
 HB0489
 HB0489                          STATION DESCRIPTION
 HB0489
 HB0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0489'1.4 MI SW FROM HARRISBURG.
 HB0489'1.4 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO,
 HB0489'AND ST. LOUIS RAILWAY FROM THE STATION AT HARRISBURG, SALINE
 HB0489'COUNTY, ABOUT 400 YARDS SOUTH OF THE FORD BRICK AND TILE CO.,
 HB0489'15 YARDS SOUTH OF THE CENTER OF A GRAVEL-ROAD CROSSING, AND
 HB0489'10-1/2 YARDS WEST OF THE TRACK.  A STANDARD DISK, STAMPED K 110
 HB0489'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0344 ***********************************************************************
 HB0344  DESIGNATION -  K 111
 HB0344  PID         -  HB0344
 HB0344  STATE/COUNTY-  IL/MASSAC
 HB0344  USGS QUAD   -  REEVESVILLE (1996)
 HB0344
 HB0344                         *CURRENT SURVEY CONTROL
 HB0344  ___________________________________________________________________
 HB0344* NAD 83(1986)-  37 17 29.     (N)    088 43 41.     (W)     SCALED    
 HB0344* NAVD 88     -       112.559  (meters)     369.29   (feet)  ADJUSTED  
 HB0344  ___________________________________________________________________
 HB0344  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HB0344  DYNAMIC HT  -         112.477 (meters)     369.02  (feet)  COMP
 HB0344  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 HB0344
 HB0344  VERT ORDER  -  SECOND    CLASS 0
 HB0344
 HB0344.The horizontal coordinates were scaled from a topographic map and have
 HB0344.an estimated accuracy of +/- 6 seconds.
 HB0344
 HB0344.The orthometric height was determined by differential leveling
 HB0344.and adjusted by the National Geodetic Survey in June 1991..
 HB0344
 HB0344.The geoid height was determined by GEOID03.
 HB0344
 HB0344.The dynamic height is computed by dividing the NAVD 88
 HB0344.geopotential number by the normal gravity value computed on the
 HB0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0344.degrees latitude (g = 980.6199 gals.).
 HB0344
 HB0344.The modeled gravity was interpolated from observed gravity values.
 HB0344
 HB0344;                    North         East    Units  Estimated Accuracy
 HB0344;SPC IL E     -    69,400.      265,000.      MT  (+/- 180 meters Scaled)
 HB0344
 HB0344                          SUPERSEDED SURVEY CONTROL
 HB0344
 HB0344  NGVD 29 (??/??/??)  112.623  (m)          369.50   (f) ADJUSTED    2 0
 HB0344
 HB0344.Superseded values are not recommended for survey control.
 HB0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0344.See file dsdata.txt to determine how the superseded data were derived.
 HB0344
 HB0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG468285(NAD 83)
 HB0344_MARKER: DB = BENCH MARK DISK
 HB0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0344_STAMPING: K 111 1935
 HB0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0344+STABILITY: SURFACE MOTION
 HB0344
 HB0344  HISTORY     - Date     Condition        Report By
 HB0344  HISTORY     - 1935     MONUMENTED       CGS
 HB0344  HISTORY     - 1962     GOOD             USGS
 HB0344
 HB0344                          STATION DESCRIPTION
 HB0344
 HB0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0344'3 MI N FROM ROUND KNOB.
 HB0344'3.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0344'STATION AT ROUND KNOB, MASSAC COUNTY, 220 YARDS NORTH OF A
 HB0344'WOODEN OVERPASS, 60 YARDS NORTH OF MILEPOST B 16, AND 16 YARDS
 HB0344'EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 HB0344'STAMPED K 111 1935 AND SET IN THE TOP OF A CONCRETE POST.  BIG
 HB0344'BAY, 1.7 MILES SOUTH OF, ROUND KNOB, 3.2 MILES NORTH OF, ON
 HB0344'THE ILLINOIS CENTRAL RAILROAD, 580 FT. NORTH OF A WOODEN OVERPASS,
 HB0344'40 FT. EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HB0344'STAMPED K 111 1935, AND SET IN THE TOP OF A CONCRETE POST.
 HB0344
 HB0344                          STATION RECOVERY (1962)
 HB0344
 HB0344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HB0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0313 ***********************************************************************
 HB0313  DESIGNATION -  K 112
 HB0313  PID         -  HB0313
 HB0313  STATE/COUNTY-  IL/MASSAC
 HB0313  USGS QUAD   -  PADUCAH WEST (1982)
 HB0313
 HB0313                         *CURRENT SURVEY CONTROL
 HB0313  ___________________________________________________________________
 HB0313* NAD 83(1986)-  37 07 21.     (N)    088 37 37.     (W)     SCALED    
 HB0313* NAVD 88     -       103.551  (meters)     339.73   (feet)  ADJUSTED  
 HB0313  ___________________________________________________________________
 HB0313  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0313  DYNAMIC HT  -         103.475 (meters)     339.48  (feet)  COMP
 HB0313  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 HB0313
 HB0313  VERT ORDER  -  SECOND    CLASS 0
 HB0313
 HB0313.The horizontal coordinates were scaled from a topographic map and have
 HB0313.an estimated accuracy of +/- 6 seconds.
 HB0313
 HB0313.The orthometric height was determined by differential leveling
 HB0313.and adjusted by the National Geodetic Survey in June 1991..
 HB0313
 HB0313.The geoid height was determined by GEOID03.
 HB0313
 HB0313.The dynamic height is computed by dividing the NAVD 88
 HB0313.geopotential number by the normal gravity value computed on the
 HB0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0313.degrees latitude (g = 980.6199 gals.).
 HB0313
 HB0313.The modeled gravity was interpolated from observed gravity values.
 HB0313
 HB0313;                    North         East    Units  Estimated Accuracy
 HB0313;SPC IL E     -    50,630.      273,910.      MT  (+/- 180 meters Scaled)
 HB0313
 HB0313                          SUPERSEDED SURVEY CONTROL
 HB0313
 HB0313  NGVD 29 (??/??/??)  103.576  (m)          339.82   (f) ADJUSTED    2 0
 HB0313
 HB0313.Superseded values are not recommended for survey control.
 HB0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0313.See file dsdata.txt to determine how the superseded data were derived.
 HB0313
 HB0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG554097(NAD 83)
 HB0313_MARKER: DB = BENCH MARK DISK
 HB0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0313_STAMPING: K 112 1935
 HB0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0313+STABILITY: SURFACE MOTION
 HB0313
 HB0313  HISTORY     - Date     Condition        Report By
 HB0313  HISTORY     - 1935     MONUMENTED       CGS
 HB0313  HISTORY     - 1953     MARK NOT FOUND   CGS
 HB0313  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0313  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0313  HISTORY     - 1978     MARK NOT FOUND   USGS
 HB0313
 HB0313                          STATION DESCRIPTION
 HB0313
 HB0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HB0313'AT BROOKPORT.
 HB0313'AT BROOKPORT, MASSAC COUNTY, ON U.S. HIGHWAY 45, 40 YARDS
 HB0313'NORTHWEST OF THE NORTH END OF THE OHIO RIVER BRIDGE, 18 YARDS
 HB0313'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND AT A FENCE CORNER.
 HB0313'A STANDARD DISK, STAMPED K 112 1935 AND SET IN THE TOP OF A
 HB0313'CONCRETE POST.  NOTE--A TRAILER COURT IS NOW AT THE DESCRIBED
 HB0313'LOCATION.  GROUND HAS BEEN LEVELED AND GRAVELED.
 HB0313
 HB0313                          STATION RECOVERY (1978)
 HB0313
 HB0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0313'MARK NOT FOUND.
 HB0313
 HB0313                          STATION RECOVERY (1978)
 HB0313
 HB0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0313'MARK NOT FOUND.
 HB0313
 HB0313                          STATION RECOVERY (1978)
 HB0313
 HB0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HB0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0850 ***********************************************************************
 JB0850  DESIGNATION -  K 113
 JB0850  PID         -  JB0850
 JB0850  STATE/COUNTY-  IL/BOND
 JB0850  USGS QUAD   -  GREENVILLE (1974)
 JB0850
 JB0850                         *CURRENT SURVEY CONTROL
 JB0850  ___________________________________________________________________
 JB0850* NAD 83(1986)-  38 57 27.     (N)    089 25 09.     (W)     SCALED    
 JB0850* NAVD 88     -       170.964  (meters)     560.90   (feet)  ADJUSTED  
 JB0850  ___________________________________________________________________
 JB0850  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB0850  DYNAMIC HT  -         170.862 (meters)     560.57  (feet)  COMP
 JB0850  MODELED GRAV-     980,027.7   (mgal)                       NAVD 88
 JB0850
 JB0850  VERT ORDER  -  SECOND    CLASS 0
 JB0850
 JB0850.The horizontal coordinates were scaled from a topographic map and have
 JB0850.an estimated accuracy of +/- 6 seconds.
 JB0850
 JB0850.The orthometric height was determined by differential leveling
 JB0850.and adjusted by the National Geodetic Survey in June 1991..
 JB0850
 JB0850.The geoid height was determined by GEOID03.
 JB0850
 JB0850.The dynamic height is computed by dividing the NAVD 88
 JB0850.geopotential number by the normal gravity value computed on the
 JB0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0850.degrees latitude (g = 980.6199 gals.).
 JB0850
 JB0850.The modeled gravity was interpolated from observed gravity values.
 JB0850
 JB0850;                    North         East    Units  Estimated Accuracy
 JB0850;SPC IL W     -   254,520.      764,790.      MT  (+/- 180 meters Scaled)
 JB0850
 JB0850                          SUPERSEDED SURVEY CONTROL
 JB0850
 JB0850  NGVD 29 (??/??/92)  171.095  (m)          561.33   (f) ADJ UNCH    2 0
 JB0850
 JB0850.Superseded values are not recommended for survey control.
 JB0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0850.See file dsdata.txt to determine how the superseded data were derived.
 JB0850
 JB0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ903148(NAD 83)
 JB0850_MARKER: DB = BENCH MARK DISK
 JB0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0850_STAMPING: K 113 1935
 JB0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0850+STABILITY: SURFACE MOTION
 JB0850
 JB0850  HISTORY     - Date     Condition        Report By
 JB0850  HISTORY     - 1935     MONUMENTED       CGS
 JB0850  HISTORY     - 1950     GOOD             NGS
 JB0850
 JB0850                          STATION DESCRIPTION
 JB0850
 JB0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JB0850'1.8 MI S FROM AYERS.
 JB0850'1.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 JB0850'FROM THE STATION AT AYERS, BOND COUNTY, AT POLE 86/9, ONE RAIL
 JB0850'WEST OF A ROAD CROSSING, 14 FEET NORTH OF THE NORTH RAIL, AND 2
 JB0850'FEET WEST OF A CROSSING-WARNING SIGN.  A STANDARD DISK, STAMPED
 JB0850'K 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0119 ***********************************************************************
 JC0119  DESIGNATION -  K 114
 JC0119  PID         -  JC0119
 JC0119  STATE/COUNTY-  IL/ST CLAIR
 JC0119  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0119
 JC0119                         *CURRENT SURVEY CONTROL
 JC0119  ___________________________________________________________________
 JC0119* NAD 83(1986)-  38 31 39.     (N)    090 02 32.     (W)     SCALED    
 JC0119* NAVD 88     -       167.614  (meters)     549.91   (feet)  ADJUSTED  
 JC0119  ___________________________________________________________________
 JC0119  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JC0119  DYNAMIC HT  -         167.507 (meters)     549.56  (feet)  COMP
 JC0119  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 JC0119
 JC0119  VERT ORDER  -  SECOND    CLASS 0
 JC0119
 JC0119.The horizontal coordinates were scaled from a topographic map and have
 JC0119.an estimated accuracy of +/- 6 seconds.
 JC0119
 JC0119.The orthometric height was determined by differential leveling
 JC0119.and adjusted by the National Geodetic Survey in June 1991..
 JC0119
 JC0119.The geoid height was determined by GEOID03.
 JC0119
 JC0119.The dynamic height is computed by dividing the NAVD 88
 JC0119.geopotential number by the normal gravity value computed on the
 JC0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0119.degrees latitude (g = 980.6199 gals.).
 JC0119
 JC0119.The modeled gravity was interpolated from observed gravity values.
 JC0119
 JC0119;                    North         East    Units  Estimated Accuracy
 JC0119;SPC IL W     -   206,530.      710,850.      MT  (+/- 180 meters Scaled)
 JC0119
 JC0119                          SUPERSEDED SURVEY CONTROL
 JC0119
 JC0119  NGVD 29 (??/??/92)  167.742  (m)          550.33   (f) ADJ UNCH    2 0
 JC0119
 JC0119.Superseded values are not recommended for survey control.
 JC0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0119.See file dsdata.txt to determine how the superseded data were derived.
 JC0119
 JC0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC578684(NAD 83)
 JC0119_MARKER: DB = BENCH MARK DISK
 JC0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0119_STAMPING: K 114 1935
 JC0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0119+STABILITY: SURFACE MOTION
 JC0119
 JC0119  HISTORY     - Date     Condition        Report By
 JC0119  HISTORY     - 1935     MONUMENTED       CGS
 JC0119
 JC0119                          STATION DESCRIPTION
 JC0119
 JC0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0119'4.3 MI SE FROM CENTERVILLE.
 JC0119'4.3 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JC0119'CROSSING OF STATE HIGHWAY 157 AT CENTERVILLE, ST. CLAIR COUNTY,
 JC0119'50 FEET SOUTH OF A ROAD CROSSING, 22 FEET EAST OF THE CENTERLINE
 JC0119'OF THE SOUTH-BOUND TRACK, AND 20 FEET NORTH OF A POLE.  A
 JC0119'STANDARD DISK, STAMPED K 114 1935 AND SET IN THE TOP OF A CONCRETE
 JC0119'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0286 ***********************************************************************
 JC0286  DESIGNATION -  K 115
 JC0286  PID         -  JC0286
 JC0286  STATE/COUNTY-  IL/MONROE
 JC0286  USGS QUAD   -  COLUMBIA (1991)
 JC0286
 JC0286                         *CURRENT SURVEY CONTROL
 JC0286  ___________________________________________________________________
 JC0286* NAD 83(1986)-  38 27 51.     (N)    090 14 12.     (W)     SCALED    
 JC0286* NAVD 88     -       125.586  (meters)     412.03   (feet)  ADJUSTED  
 JC0286  ___________________________________________________________________
 JC0286  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JC0286  DYNAMIC HT  -         125.505 (meters)     411.76  (feet)  COMP
 JC0286  MODELED GRAV-     979,986.3   (mgal)                       NAVD 88
 JC0286
 JC0286  VERT ORDER  -  SECOND    CLASS 0
 JC0286
 JC0286.The horizontal coordinates were scaled from a topographic map and have
 JC0286.an estimated accuracy of +/- 6 seconds.
 JC0286
 JC0286.The orthometric height was determined by differential leveling
 JC0286.and adjusted by the National Geodetic Survey in June 1991..
 JC0286
 JC0286.The geoid height was determined by GEOID03.
 JC0286
 JC0286.The dynamic height is computed by dividing the NAVD 88
 JC0286.geopotential number by the normal gravity value computed on the
 JC0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0286.degrees latitude (g = 980.6199 gals.).
 JC0286
 JC0286.The modeled gravity was interpolated from observed gravity values.
 JC0286
 JC0286;                    North         East    Units  Estimated Accuracy
 JC0286;SPC IL W     -   199,490.      693,890.      MT  (+/- 180 meters Scaled)
 JC0286
 JC0286                          SUPERSEDED SURVEY CONTROL
 JC0286
 JC0286  NGVD 29 (??/??/92)  125.729  (m)          412.50   (f) ADJ UNCH    2 0
 JC0286
 JC0286.Superseded values are not recommended for survey control.
 JC0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0286.See file dsdata.txt to determine how the superseded data were derived.
 JC0286
 JC0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC410609(NAD 83)
 JC0286_MARKER: DB = BENCH MARK DISK
 JC0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0286_STAMPING: K 115 1935
 JC0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0286+STABILITY: SURFACE MOTION
 JC0286
 JC0286  HISTORY     - Date     Condition        Report By
 JC0286  HISTORY     - 1935     MONUMENTED       CGS
 JC0286  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0286  HISTORY     - 20040106 MARK NOT FOUND   CHAST
 JC0286
 JC0286                          STATION DESCRIPTION
 JC0286
 JC0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0286'4 MI S FROM DUPO.
 JC0286'IN MONROE COUNTY, 4.0 MILES SOUTH ALONG THE MISSOURI PACIFIC
 JC0286'RAILROAD FROM THE STATION AT DUPO, ST. CLAIR COUNTY, 125 FEET
 JC0286'SOUTH OF BRIDGE NO. 9 A, 50 FEET NORTH OF A ROAD CROSSING,
 JC0286'MIDWAY BETWEEN POLES 10/03 AND 10/04, 14 FEET EAST OF THE
 JC0286'CENTERLINE OF THE NORTH-BOUND MAIN TRACK, AND AT THE RAILROAD
 JC0286'CROSSING SIGN.  A STANDARD DISK, STAMPED K 115 1935 AND SET IN
 JC0286'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 JC0286
 JC0286                          STATION RECOVERY (1987)
 JC0286
 JC0286'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCR)
 JC0286'MARK NOT FOUND.
 JC0286
 JC0286                          STATION RECOVERY (2004)
 JC0286
 JC0286'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JRA)
 JC0286'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0693 ***********************************************************************
 HB0693  DESIGNATION -  K 119
 HB0693  PID         -  HB0693
 HB0693  STATE/COUNTY-  IL/JACKSON
 HB0693  USGS QUAD   -  MURPHYSBORO (1978)
 HB0693
 HB0693                         *CURRENT SURVEY CONTROL
 HB0693  ___________________________________________________________________
 HB0693* NAD 83(1986)-  37 45 41.     (N)    089 19 59.     (W)     SCALED    
 HB0693* NAVD 88     -       122.648  (meters)     402.39   (feet)  ADJUSTED  
 HB0693  ___________________________________________________________________
 HB0693  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB0693  DYNAMIC HT  -         122.562 (meters)     402.11  (feet)  COMP
 HB0693  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 HB0693
 HB0693  VERT ORDER  -  FIRST     CLASS II
 HB0693
 HB0693.The horizontal coordinates were scaled from a topographic map and have
 HB0693.an estimated accuracy of +/- 6 seconds.
 HB0693
 HB0693.The orthometric height was determined by differential leveling
 HB0693.and adjusted by the National Geodetic Survey in June 1991..
 HB0693
 HB0693.The geoid height was determined by GEOID03.
 HB0693
 HB0693.The dynamic height is computed by dividing the NAVD 88
 HB0693.geopotential number by the normal gravity value computed on the
 HB0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0693.degrees latitude (g = 980.6199 gals.).
 HB0693
 HB0693.The modeled gravity was interpolated from observed gravity values.
 HB0693
 HB0693;                    North         East    Units  Estimated Accuracy
 HB0693;SPC IL W     -   121,810.      773,450.      MT  (+/- 180 meters Scaled)
 HB0693
 HB0693                          SUPERSEDED SURVEY CONTROL
 HB0693
 HB0693  NGVD 29 (??/??/??)  122.570  (m)          402.13   (f) ADJUSTED    1 2
 HB0693
 HB0693.Superseded values are not recommended for survey control.
 HB0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0693.See file dsdata.txt to determine how the superseded data were derived.
 HB0693
 HB0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG944819(NAD 83)
 HB0693_MARKER: DB = BENCH MARK DISK
 HB0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0693_SP_SET: ABUTMENT
 HB0693_STAMPING: K 119 1935
 HB0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0693
 HB0693  HISTORY     - Date     Condition        Report By
 HB0693  HISTORY     - 1935     MONUMENTED       CGS
 HB0693  HISTORY     - 1949     GOOD             CGS
 HB0693  HISTORY     - 1976     GOOD             ILDT
 HB0693  HISTORY     - 1976     GOOD             ILDT
 HB0693  HISTORY     - 1976     GOOD             ILDT
 HB0693  HISTORY     - 1981     GOOD             NGS
 HB0693
 HB0693                          STATION DESCRIPTION
 HB0693
 HB0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0693'AT MURPHYSBORO.
 HB0693'AT MURPHYSBORO, ABOUT 0.6 MILE WEST ALONG THE ILLINOIS CENTRAL
 HB0693'SPUR LINE FROM TEXAS JUNCTION, AT ILLINOIS CENTRAL RAILROAD SPUR
 HB0693'TRACK OVERPASS ON HIGHWAY 13, SET IN THE TOP AND SOUTH END OF THE
 HB0693'CORNER PART OF THE WEST CONCRETE ABUTMENT OF STEEL PLATE BRIDGE
 HB0693'NO G 84-4 OVER HIGHWAY 13 AND HIGHWAY 127, 7 FEET SOUTH OF THE
 HB0693'SOUTH RAIL, 2 FEET WEST OF THE EAST FACE OF THE ABUTEMENT, 2
 HB0693'FEET NORTH OF THE SOUTH FACE OF THE ABUTMENT AND ABOUT 4 FEET
 HB0693'BELOW THE LEVEL OF THE TRACK.
 HB0693
 HB0693                          STATION RECOVERY (1976)
 HB0693
 HB0693'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0693'RECOVERED IN GOOD CONDITION.
 HB0693
 HB0693                          STATION RECOVERY (1976)
 HB0693
 HB0693'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0693'RECOVERED IN GOOD CONDITION.
 HB0693
 HB0693                          STATION RECOVERY (1976)
 HB0693
 HB0693'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0693'RECOVERED IN GOOD CONDITION.
 HB0693
 HB0693                          STATION RECOVERY (1981)
 HB0693
 HB0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0693'IN MURPHYSBORO, SET HORIZONTALLY IN TOP OF THE SOUTH END OF THE WEST
 HB0693'ABUTMENT OF THE ILLINOIS CENTRAL GULF RAILROAD BRIDGE OVER 8TH STREET,
 HB0693'0.3 KILOMETERS (0.2 MILE) SOUTH OF THE JUNCTION OF STATE HIGHWAY 13,
 HB0693'2.1 METERS (7.0 FEET) SOUTH OF THE SOUTH RAIL OF THE TRACKS, 0.6 METER
 HB0693'(2.0 FEET) NORTH OF THE SOUTH END OF THE ABUTMENT, 0.6 METER (2.0
 HB0693'FEET) WEST OF THE EAST EDGE OF THE ABUTMENT.
 HB0693'THE MARK IS 1.2 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0620 ***********************************************************************
 KB0620  DESIGNATION -  K 12
 KB0620  PID         -  KB0620
 KB0620  STATE/COUNTY-  IL/MACON
 KB0620  USGS QUAD   -  LONG CREEK (1975)
 KB0620
 KB0620                         *CURRENT SURVEY CONTROL
 KB0620  ___________________________________________________________________
 KB0620* NAD 83(1986)-  39 46 13.     (N)    088 52 11.     (W)     SCALED    
 KB0620* NAVD 88     -       212.773  (meters)     698.07   (feet)  ADJUSTED  
 KB0620  ___________________________________________________________________
 KB0620  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB0620  DYNAMIC HT  -         212.653 (meters)     697.68  (feet)  COMP
 KB0620  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 KB0620
 KB0620  VERT ORDER  -  FIRST     CLASS II
 KB0620
 KB0620.The horizontal coordinates were scaled from a topographic map and have
 KB0620.an estimated accuracy of +/- 6 seconds.
 KB0620
 KB0620.The orthometric height was determined by differential leveling
 KB0620.and adjusted by the National Geodetic Survey in June 1991..
 KB0620
 KB0620.The geoid height was determined by GEOID03.
 KB0620
 KB0620.The dynamic height is computed by dividing the NAVD 88
 KB0620.geopotential number by the normal gravity value computed on the
 KB0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0620.degrees latitude (g = 980.6199 gals.).
 KB0620
 KB0620.The modeled gravity was interpolated from observed gravity values.
 KB0620
 KB0620;                    North         East    Units  Estimated Accuracy
 KB0620;SPC IL E     -   344,630.      254,040.      MT  (+/- 180 meters Scaled)
 KB0620
 KB0620                          SUPERSEDED SURVEY CONTROL
 KB0620
 KB0620  NGVD 29 (??/??/92)  212.846  (m)          698.31   (f) ADJ UNCH    1 2
 KB0620
 KB0620.Superseded values are not recommended for survey control.
 KB0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0620.See file dsdata.txt to determine how the superseded data were derived.
 KB0620
 KB0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK398039(NAD 83)
 KB0620_MARKER: DB = BENCH MARK DISK
 KB0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0620_STAMPING: K 12 1933
 KB0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0620+STABILITY: SURFACE MOTION
 KB0620
 KB0620  HISTORY     - Date     Condition        Report By
 KB0620  HISTORY     - UNK      MONUMENTED       CGS
 KB0620  HISTORY     - 1933     GOOD             NGS
 KB0620  HISTORY     - 1938     GOOD             NGS
 KB0620  HISTORY     - 1975     MARK NOT FOUND   ILDT
 KB0620
 KB0620                          STATION DESCRIPTION
 KB0620
 KB0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KB0620'0.5 MI SE FROM MOUNT ZION.
 KB0620'0.5 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM MOUNT
 KB0620'ZION, MACON COUNTY, ABOUT 175 FEET SOUTHEAST OF SEMAPHORE B 856,
 KB0620'AT THE CROSSING OF THE LINCOLN HIGHWAY, 30 FEET NORTH OF THE
 KB0620'HIGHWAY, AND 17 FEET SOUTHWEST OF THE TRACK.  A STANDARD DISK,
 KB0620'STAMPED K 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KB0620
 KB0620                          STATION RECOVERY (1938)
 KB0620
 KB0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 KB0620'RECOVERED IN GOOD CONDITION.
 KB0620
 KB0620                          STATION RECOVERY (1975)
 KB0620
 KB0620'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3264 ***********************************************************************
 ME3264  DESIGNATION -  K 12
 ME3264  PID         -  ME3264
 ME3264  STATE/COUNTY-  IL/COOK
 ME3264  USGS QUAD   -  ELMHURST (1997)
 ME3264
 ME3264                         *CURRENT SURVEY CONTROL
 ME3264  ___________________________________________________________________
 ME3264* NAD 83(1997)-  41 57 29.39082(N)    087 53 52.07282(W)     ADJUSTED  
 ME3264* NAVD 88     -       200.36   (+/-2cm)     657.3    (feet)  VERTCON   
 ME3264  ___________________________________________________________________
 ME3264  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 ME3264  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3264
 ME3264  HORZ ORDER  -  SECOND
 ME3264  VERT ORDER  -  THIRD ? (See Below)
 ME3264
 ME3264.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3264
 ME3264.The horizontal coordinates were established by classical geodetic methods
 ME3264.and adjusted by the National Geodetic Survey in October 1999..
 ME3264
 ME3264.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3264.The vertical order pertains to the NGVD 29 superseded value.
 ME3264
 ME3264.Photographs are available for this station.
 ME3264
 ME3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3264
 ME3264.The geoid height was determined by GEOID03.
 ME3264
 ME3264;                    North         East     Units Scale Factor Converg.
 ME3264;SPC IL E     -   587,547.648   336,107.195   MT  0.99999104   +0 17 28.3
 ME3264;SPC IL E     - 1,927,645.91  1,102,711.69   sFT  0.99999104   +0 17 28.3
 ME3264;UTM  16      - 4,645,521.006   425,597.493   MT  0.99966812   -0 36 01.0
 ME3264
 ME3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3264!SPC IL E     -   0.99997384  x   0.99999104  =   0.99996488
 ME3264!UTM  16      -   0.99997384  x   0.99966812  =   0.99964197
 ME3264
 ME3264:                Primary Azimuth Mark                     Grid Az
 ME3264:SPC IL E     -  J 133 RESET                              267 02 52.3
 ME3264:UTM  16      -  J 133 RESET                              267 56 21.6
 ME3264
 ME3264|---------------------------------------------------------------------|
 ME3264| PID    Reference Object                     Distance      Geod. Az  |
 ME3264|                                                           dddmmss.s |
 ME3264| ME3204 J 133 RESET                         APPROX. 0.6 KM 2672020.6 |
 ME3264| ME3270 O HARE CONTROL TWR BALL             APPROX. 2.2 KM 3453636.0 |
 ME3264|---------------------------------------------------------------------|
 ME3264
 ME3264                          SUPERSEDED SURVEY CONTROL
 ME3264
 ME3264  NAD 83(1997)-  41 57 29.39091(N)    087 53 52.07336(W) AD(       ) 2
 ME3264  NAD 83(1997)-  41 57 29.39072(N)    087 53 52.08734(W) AD(       ) 2
 ME3264  NAD 83(1986)-  41 57 29.39239(N)    087 53 52.08700(W) AD(       ) 2
 ME3264  NGVD 29 (08/23/90)  200.45   (m)          657.6    (f) LEVELING    3  
 ME3264
 ME3264.Superseded values are not recommended for survey control.
 ME3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3264.See file dsdata.txt to determine how the superseded data were derived.
 ME3264
 ME3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2559745521(NAD 83)
 ME3264_MARKER: DH = HORIZONTAL CONTROL DISK
 ME3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME3264_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3264+STABILITY: SURFACE MOTION
 ME3264
 ME3264  HISTORY     - Date     Condition        Report By
 ME3264  HISTORY     - 1983     MONUMENTED       IL1670
 ME3264
 ME3264                          STATION DESCRIPTION
 ME3264
 ME3264'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3264'THE STATION IS LOCATED IN THE SOUTH PART OF CHICAGO O HARE
 ME3264'INTERNATIONAL AIRPORT, ALONG THE NORTH SIDE OF OLD IRVING PARK
 ME3264'ROAD, 0.6 KM (0.4 MI) EAST OF THE INTERSECTION OF WOLF ROAD.
 ME3264'AIRPORT ESCORT IS NEEDED TO REACH THE STATION.
 ME3264'
 ME3264'TO REACH THE STATION SEE ABOVE PARAGRAPH.
 ME3264'
 ME3264'THE STATION IS A STANDARD COC DISK STAMPED---K-12---SET INTO THE
 ME3264'TOP OF A 0.3 M (12 INCH) CONCRETE MONUMENT AND SURROUNDED BY A
 ME3264'TRIANGULAR SHAPED GUARDRAIL.  IT IS ABOUT 61 M (200 FT) SOUTHWEST
 ME3264'OF STROBE LIGHTS AND 15.2 M (50 FT) NORTH OF OLD IRVING PARK ROAD.
 ME3264'
 ME3264'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0502 ***********************************************************************
 HB0502  DESIGNATION -  K 120
 HB0502  PID         -  HB0502
 HB0502  STATE/COUNTY-  IL/WILLIAMSON
 HB0502  USGS QUAD   -  MARION (1996)
 HB0502
 HB0502                         *CURRENT SURVEY CONTROL
 HB0502  ___________________________________________________________________
 HB0502* NAD 83(1986)-  37 43 50.     (N)    088 55 33.     (W)     SCALED    
 HB0502* NAVD 88     -       133.538  (meters)     438.12   (feet)  ADJUSTED  
 HB0502  ___________________________________________________________________
 HB0502  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0502  DYNAMIC HT  -         133.446 (meters)     437.81  (feet)  COMP
 HB0502  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HB0502
 HB0502  VERT ORDER  -  SECOND    CLASS 0
 HB0502
 HB0502.The horizontal coordinates were scaled from a topographic map and have
 HB0502.an estimated accuracy of +/- 6 seconds.
 HB0502
 HB0502.The orthometric height was determined by differential leveling
 HB0502.and adjusted by the National Geodetic Survey in June 1991..
 HB0502
 HB0502.The geoid height was determined by GEOID03.
 HB0502
 HB0502.The dynamic height is computed by dividing the NAVD 88
 HB0502.geopotential number by the normal gravity value computed on the
 HB0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0502.degrees latitude (g = 980.6199 gals.).
 HB0502
 HB0502.The modeled gravity was interpolated from observed gravity values.
 HB0502
 HB0502;                    North         East    Units  Estimated Accuracy
 HB0502;SPC IL E     -   118,230.      247,770.      MT  (+/- 180 meters Scaled)
 HB0502
 HB0502                          SUPERSEDED SURVEY CONTROL
 HB0502
 HB0502  NGVD 29 (??/??/??)  133.628  (m)          438.41   (f) ADJUSTED    2 0
 HB0502
 HB0502.Superseded values are not recommended for survey control.
 HB0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0502.See file dsdata.txt to determine how the superseded data were derived.
 HB0502
 HB0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG302776(NAD 83)
 HB0502_MARKER: DB = BENCH MARK DISK
 HB0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0502_SP_SET: BUILDING
 HB0502_STAMPING: K 120 1935
 HB0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0502+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 HB0502
 HB0502  HISTORY     - Date     Condition        Report By
 HB0502  HISTORY     - 1935     MONUMENTED       CGS
 HB0502  HISTORY     - 1941     GOOD             CGS
 HB0502  HISTORY     - 1976     GOOD             ILDT
 HB0502  HISTORY     - 1976     GOOD             ILDT
 HB0502  HISTORY     - 1976     GOOD             ILDT
 HB0502  HISTORY     - 20050715 GOOD             USPSQD
 HB0502  HISTORY     - 20051115 GOOD             USPSQD
 HB0502
 HB0502                          STATION DESCRIPTION
 HB0502
 HB0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HB0502'AT MARION.
 HB0502'AT MARION, WILLIAMSON COUNTY, AT THE POST OFFICE, IN THE WEST
 HB0502'WALL, 20 FEET NORTH OF THE ENTRANCE, 2 FEET NORTH OF A WINDOW,
 HB0502'AND 2 FEET ABOVE THE PORCH.  A STANDARD DISK, STAMPED K 120
 HB0502'1935 AND SET VERTICALLY.
 HB0502
 HB0502                          STATION RECOVERY (1976)
 HB0502
 HB0502'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0502'RECOVERED IN GOOD CONDITION.
 HB0502
 HB0502                          STATION RECOVERY (1976)
 HB0502
 HB0502'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0502'RECOVERED IN GOOD CONDITION.
 HB0502
 HB0502                          STATION RECOVERY (1976)
 HB0502
 HB0502'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0502'RECOVERED IN GOOD CONDITION.
 HB0502
 HB0502                          STATION RECOVERY (2005)
 HB0502
 HB0502'RECOVERY NOTE BY US POWER SQUADRON 2005 (JFE)
 HB0502'POST OFFICE IS AT CORNER OF E. MAIN ST.AND MADISON ST.
 HB0502
 HB0502                          STATION RECOVERY (2005)
 HB0502
 HB0502'RECOVERY NOTE BY US POWER SQUADRON 2005 (JFE)
 HB0502'AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0326 ***********************************************************************
 JB0326  DESIGNATION -  K 123
 JB0326  PID         -  JB0326
 JB0326  STATE/COUNTY-  IL/FRANKLIN
 JB0326  USGS QUAD   -  REND LAKE DAM (1975)
 JB0326
 JB0326                         *CURRENT SURVEY CONTROL
 JB0326  ___________________________________________________________________
 JB0326* NAD 83(1986)-  38 05 10.     (N)    088 54 10.     (W)     SCALED    
 JB0326* NAVD 88     -       134.702  (meters)     441.93   (feet)  ADJUSTED  
 JB0326  ___________________________________________________________________
 JB0326  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 JB0326  DYNAMIC HT  -         134.613 (meters)     441.64  (feet)  COMP
 JB0326  MODELED GRAV-     979,964.1   (mgal)                       NAVD 88
 JB0326
 JB0326  VERT ORDER  -  SECOND    CLASS 0
 JB0326
 JB0326.The horizontal coordinates were scaled from a topographic map and have
 JB0326.an estimated accuracy of +/- 6 seconds.
 JB0326
 JB0326.The orthometric height was determined by differential leveling
 JB0326.and adjusted by the National Geodetic Survey in June 1991..
 JB0326
 JB0326.The geoid height was determined by GEOID03.
 JB0326
 JB0326.The dynamic height is computed by dividing the NAVD 88
 JB0326.geopotential number by the normal gravity value computed on the
 JB0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0326.degrees latitude (g = 980.6199 gals.).
 JB0326
 JB0326.The modeled gravity was interpolated from observed gravity values.
 JB0326
 JB0326;                    North         East    Units  Estimated Accuracy
 JB0326;SPC IL E     -   157,690.      250,040.      MT  (+/- 180 meters Scaled)
 JB0326
 JB0326                          SUPERSEDED SURVEY CONTROL
 JB0326
 JB0326  NGVD 29 (??/??/92)  134.799  (m)          442.25   (f) ADJ UNCH    2 0
 JB0326
 JB0326.Superseded values are not recommended for survey control.
 JB0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0326.See file dsdata.txt to determine how the superseded data were derived.
 JB0326
 JB0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH331170(NAD 83)
 JB0326_MARKER: DB = BENCH MARK DISK
 JB0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0326_STAMPING: K 123 1935
 JB0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0326+STABILITY: SURFACE MOTION
 JB0326
 JB0326  HISTORY     - Date     Condition        Report By
 JB0326  HISTORY     - 1935     MONUMENTED       CGS
 JB0326  HISTORY     - 1960     GOOD             NGS
 JB0326
 JB0326                          STATION DESCRIPTION
 JB0326
 JB0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JB0326'4.6 MI S FROM INA.
 JB0326'ABOUT 4.6 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0326'RAILROAD FROM THE STATION AT INA, ABOUT 6.3 MILES NORTH ALONG
 JB0326'THE CHICAGO AND EASTERN ILLINOIS RAILROAD FROM THE STATION AT
 JB0326'BENTON, AT THE SMALL COMMUNITY OF WHITTINGTON, 22.6 FEET WEST
 JB0326'OF THE WEST RAIL, 38 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 JB0326'ROAD PARALLELING THE TRACK, 27 FEET NORTHEAST OF THE CENTER LINE
 JB0326'OF THE GRAVEL ROAD WHICH CROSSES THE TRACK, 60 FEET NORTHWEST
 JB0326'OF THE CROSSING OF THE GRAVEL ROAD, 26 FEET EAST OF POLE NUMBER
 JB0326'291-28, 11 RAILS SOUTH OF THE CROSSING OF AN ASPHALT ROAD, 1.8
 JB0326'FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 JB0326'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JB0326'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0612 ***********************************************************************
 KB0612  DESIGNATION -  K 128
 KB0612  PID         -  KB0612
 KB0612  STATE/COUNTY-  IL/MOULTRIE
 KB0612  USGS QUAD   -  LA PLACE (1983)
 KB0612
 KB0612                         *CURRENT SURVEY CONTROL
 KB0612  ___________________________________________________________________
 KB0612* NAD 83(1986)-  39 45 13.     (N)    088 44 22.     (W)     SCALED    
 KB0612* NAVD 88     -       213.204  (meters)     699.49   (feet)  ADJUSTED  
 KB0612  ___________________________________________________________________
 KB0612  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0612  DYNAMIC HT  -         213.083 (meters)     699.09  (feet)  COMP
 KB0612  MODELED GRAV-     980,054.7   (mgal)                       NAVD 88
 KB0612
 KB0612  VERT ORDER  -  SECOND    CLASS 0
 KB0612
 KB0612.The horizontal coordinates were scaled from a topographic map and have
 KB0612.an estimated accuracy of +/- 6 seconds.
 KB0612
 KB0612.The orthometric height was determined by differential leveling
 KB0612.and adjusted by the National Geodetic Survey in June 1991..
 KB0612
 KB0612.The geoid height was determined by GEOID03.
 KB0612
 KB0612.The dynamic height is computed by dividing the NAVD 88
 KB0612.geopotential number by the normal gravity value computed on the
 KB0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0612.degrees latitude (g = 980.6199 gals.).
 KB0612
 KB0612.The modeled gravity was interpolated from observed gravity values.
 KB0612
 KB0612;                    North         East    Units  Estimated Accuracy
 KB0612;SPC IL E     -   342,720.      265,200.      MT  (+/- 180 meters Scaled)
 KB0612
 KB0612                          SUPERSEDED SURVEY CONTROL
 KB0612
 KB0612  NGVD 29 (??/??/92)  213.270  (m)          699.70   (f) ADJ UNCH    2 0
 KB0612
 KB0612.Superseded values are not recommended for survey control.
 KB0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0612.See file dsdata.txt to determine how the superseded data were derived.
 KB0612
 KB0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK509018(NAD 83)
 KB0612_MARKER: DB = BENCH MARK DISK
 KB0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0612_SP_SET: WATERING TROUGH
 KB0612_STAMPING: K 128 1938
 KB0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0612
 KB0612  HISTORY     - Date     Condition        Report By
 KB0612  HISTORY     - 1938     MONUMENTED       CGS
 KB0612
 KB0612                          STATION DESCRIPTION
 KB0612
 KB0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KB0612'1.1 MI W FROM LAKE CITY.
 KB0612'1.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KB0612'AT LAKE CITY, MOULTRIE COUNTY, 0.5 MILE EAST OF MILEPOST TH 79,
 KB0612'ABOUT 250 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH TAR
 KB0612'ROAD, 233 FEET SOUTH OF THE SOUTH RAIL, ON THE PROPERTY OF G.
 KB0612'WINING, 25 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE
 KB0612'RED BARN, 21 FEET SOUTHWEST OF A WINDMILL, IN THE TOP OF A
 KB0612'LARGE CONCRETE WATERING TROUGH, AND ABOUT 2 FEET HIGHER THAN THE
 KB0612'GROUND.  A STANDARD DISK, STAMPED K 128 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1584 ***********************************************************************
 KB1584  DESIGNATION -  K 13 RESET
 KB1584  PID         -  KB1584
 KB1584  STATE/COUNTY-  IL/SANGAMON
 KB1584  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB1584
 KB1584                         *CURRENT SURVEY CONTROL
 KB1584  ___________________________________________________________________
 KB1584* NAD 83(1986)-  39 47 57.     (N)    089 38 31.     (W)     SCALED    
 KB1584* NAVD 88     -       182.59   (meters)     599.0    (feet)  RESET     
 KB1584  ___________________________________________________________________
 KB1584  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KB1584
 KB1584  VERT ORDER  -  THIRD
 KB1584
 KB1584.The horizontal coordinates were scaled from a topographic map and have
 KB1584.an estimated accuracy of +/- 6 seconds.
 KB1584
 KB1584.The orthometric height was computed from unverified reset data.
 KB1584.No vertical observational check was made to the station.
 KB1584
 KB1584.The geoid height was determined by GEOID03.
 KB1584
 KB1584;                    North         East    Units  Estimated Accuracy
 KB1584;SPC IL W     -   347,820.      744,940.      MT  (+/- 180 meters Scaled)
 KB1584
 KB1584                          SUPERSEDED SURVEY CONTROL
 KB1584
 KB1584  NGVD 29 (03/28/06)  182.69   (m)          599.4    (f) RESET       3  
 KB1584
 KB1584.Superseded values are not recommended for survey control.
 KB1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1584.See file dsdata.txt to determine how the superseded data were derived.
 KB1584
 KB1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK738088(NAD 83)
 KB1584_MARKER: DB = BENCH MARK DISK
 KB1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1584_SP_SET: CONCRETE POST
 KB1584_STAMPING: K 13 RESET 1987
 KB1584_MARK LOGO: ILDT  
 KB1584_PROJECTION: FLUSH
 KB1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1584+STABILITY: SURFACE MOTION
 KB1584
 KB1584  HISTORY     - Date     Condition        Report By
 KB1584  HISTORY     - 1987     MONUMENTED       ILDT
 KB1584
 KB1584                          STATION DESCRIPTION
 KB1584
 KB1584'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1987
 KB1584'IN SPRINGFIELD.
 KB1584'IN SPRINGFIELD, AT THE SOUTH SIDE OF MONROE STREET, 107.5 FEET WEST OF
 KB1584'THE WABASH RAILROAD, 2.8 FEET SOUTH OF BACK OF CURB ON WALK, 2.9 FEET
 KB1584'WEST OF BACK OF CURB FOR EMPLOYEES PARKING ENTRANCE, ON PROPERTY
 KB1584'OWNED BY THE ILLINOIS STATE JOURNAL-REGISTER NEWSPAPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0255 ***********************************************************************
 NH0255  DESIGNATION -  K 130 RESET 1962
 NH0255  PID         -  NH0255
 NH0255  STATE/COUNTY-  IL/DE KALB
 NH0255  USGS QUAD   -  FAIRDALE (1978)
 NH0255
 NH0255                         *CURRENT SURVEY CONTROL
 NH0255  ___________________________________________________________________
 NH0255* NAD 83(1986)-  42 06 06.     (N)    088 55 28.     (W)     SCALED    
 NH0255* NAVD 88     -       232.411  (meters)     762.50   (feet)  ADJUSTED  
 NH0255  ___________________________________________________________________
 NH0255  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NH0255  DYNAMIC HT  -         232.332 (meters)     762.24  (feet)  COMP
 NH0255  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 NH0255
 NH0255  VERT ORDER  -  FIRST     CLASS I
 NH0255
 NH0255.The horizontal coordinates were scaled from a topographic map and have
 NH0255.an estimated accuracy of +/- 6 seconds.
 NH0255
 NH0255.The orthometric height was determined by differential leveling
 NH0255.and adjusted by the National Geodetic Survey in June 1991..
 NH0255
 NH0255.The geoid height was determined by GEOID03.
 NH0255
 NH0255.The dynamic height is computed by dividing the NAVD 88
 NH0255.geopotential number by the normal gravity value computed on the
 NH0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0255.degrees latitude (g = 980.6199 gals.).
 NH0255
 NH0255.The modeled gravity was interpolated from observed gravity values.
 NH0255
 NH0255;                    North         East    Units  Estimated Accuracy
 NH0255;SPC IL E     -   603,560.      251,110.      MT  (+/- 180 meters Scaled)
 NH0255
 NH0255                          SUPERSEDED SURVEY CONTROL
 NH0255
 NH0255  NGVD 29 (??/??/92)  232.462  (m)          762.67   (f) ADJ UNCH    1 1
 NH0255
 NH0255.Superseded values are not recommended for survey control.
 NH0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0255.See file dsdata.txt to determine how the superseded data were derived.
 NH0255
 NH0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM408628(NAD 83)
 NH0255_MARKER: DD = SURVEY DISK
 NH0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0255_STAMPING: K 130 RESET 1962
 NH0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0255+STABILITY: SURFACE MOTION
 NH0255
 NH0255  HISTORY     - Date     Condition        Report By
 NH0255  HISTORY     - 1962     MONUMENTED       ILHD
 NH0255  HISTORY     - 1969     GOOD             NGS
 NH0255  HISTORY     - 1990     GOOD             USPSQD
 NH0255  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NH0255
 NH0255                          STATION DESCRIPTION
 NH0255
 NH0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0255'0.4 MI E FROM FAIRDALE.
 NH0255'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 72 FROM THE FAIRDALE
 NH0255'SCHOOL AT FAIRDALE, 0.75 MILE EAST OF THE DE KALB-OGLE COUNTY
 NH0255'LINE, 0.1 MILE WEST OF A 2-STORY FARMHOUSE, 39 FEET NORTH OF
 NH0255'THE CENTER LINE OF THE HIGHWAY, 59 FEET EAST OF A CORNER FENCE
 NH0255'POST, 52 FEET EAST OF A POWER POLE, 20 FEET NORTHWEST OF THE
 NH0255'NORTH END OF A CULVERT, 1 FOOT SOUTH OF A FENCE, 0.7 FOOT WEST
 NH0255'OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 NH0255'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NH0255'4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 19, T42N, R3E
 NH0255
 NH0255                          STATION RECOVERY (1990)
 NH0255
 NH0255'RECOVERY NOTE BY US POWER SQUADRON 1990 (EW)
 NH0255'RECOVERED IN GOOD CONDITION.
 NH0255
 NH0255                          STATION RECOVERY (1996)
 NH0255
 NH0255'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0213 ***********************************************************************
 NH0213  DESIGNATION -  K 131
 NH0213  PID         -  NH0213
 NH0213  STATE/COUNTY-  IL/KANE
 NH0213  USGS QUAD   -  HAMPSHIRE (1978)
 NH0213
 NH0213                         *CURRENT SURVEY CONTROL
 NH0213  ___________________________________________________________________
 NH0213* NAD 83(1997)-  42 05 17.84459(N)    088 31 09.75940(W)     ADJUSTED  
 NH0213* NAVD 88     -       280.244  (meters)     919.43   (feet)  ADJUSTED  
 NH0213  ___________________________________________________________________
 NH0213  X           -     122,492.075 (meters)                     COMP
 NH0213  Y           -  -4,739,031.800 (meters)                     COMP
 NH0213  Z           -   4,253,052.113 (meters)                     COMP
 NH0213  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 NH0213  ELLIP HEIGHT-         246.91  (meters)          (02/03/05) GPS OBS
 NH0213  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH0213  DYNAMIC HT  -         280.146 (meters)     919.11  (feet)  COMP
 NH0213  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 NH0213
 NH0213  HORZ ORDER  -  FIRST
 NH0213  VERT ORDER  -  FIRST     CLASS I
 NH0213  ELLP ORDER  -  FOURTH    CLASS II
 NH0213
 NH0213.The horizontal coordinates were established by GPS observations
 NH0213.and adjusted by the National Geodetic Survey in April 2001..
 NH0213
 NH0213.The orthometric height was determined by differential leveling
 NH0213.and adjusted by the National Geodetic Survey in June 1991..
 NH0213
 NH0213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH0213
 NH0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0213
 NH0213.The ellipsoidal height was determined by GPS observations
 NH0213.and is referenced to NAD 83.
 NH0213
 NH0213.The geoid height was determined by GEOID03.
 NH0213
 NH0213.The dynamic height is computed by dividing the NAVD 88
 NH0213.geopotential number by the normal gravity value computed on the
 NH0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0213.degrees latitude (g = 980.6199 gals.).
 NH0213
 NH0213.The modeled gravity was interpolated from observed gravity values.
 NH0213
 NH0213;                    North         East     Units Scale Factor Converg.
 NH0213;SPC IL E     -   601,925.868   284,607.798   MT  0.99997791   -0 07 28.9
 NH0213;SPC IL E     - 1,974,818.45    933,750.75   sFT  0.99997791   -0 07 28.9
 NH0213;UTM  16      - 4,660,695.951   374,341.329   MT  0.99979429   -1 01 06.7
 NH0213
 NH0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0213!SPC IL E     -   0.99996128  x   0.99997791  =   0.99993919
 NH0213!UTM  16      -   0.99996128  x   0.99979429  =   0.99975557
 NH0213
 NH0213                          SUPERSEDED SURVEY CONTROL
 NH0213
 NH0213  ELLIP H (04/23/01)  246.94   (m)                       GP(       ) 3 1
 NH0213  NAVD 88 (04/23/01)  280.24   (m)          919.4    (f) LEVELING    3  
 NH0213  NGVD 29 (??/??/92)  280.299  (m)          919.61   (f) ADJ UNCH    1 1
 NH0213
 NH0213.Superseded values are not recommended for survey control.
 NH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0213.See file dsdata.txt to determine how the superseded data were derived.
 NH0213
 NH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7434160696(NAD 83)
 NH0213_MARKER: DB = BENCH MARK DISK
 NH0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0213_STAMPING: K 131 1947
 NH0213_MARK LOGO: NONE  
 NH0213_PROJECTION: PROJECTING 5 CENTIMETERS
 NH0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0213+STABILITY: SURFACE MOTION
 NH0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0213+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2000
 NH0213
 NH0213  HISTORY     - Date     Condition        Report By
 NH0213  HISTORY     - 1947     MONUMENTED       CGS
 NH0213  HISTORY     - 1969     GOOD             NGS
 NH0213  HISTORY     - 19980511 GOOD             USPSQD
 NH0213  HISTORY     - 20000315 GOOD             SECI
 NH0213
 NH0213                          STATION DESCRIPTION
 NH0213
 NH0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0213'0.9 MI SE FROM HAMPSHIRE.
 NH0213'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0213'HAMPSHIRE, THENCE 0.6 MILE EAST ALONG STATE HIGHWAY 72, 110 FEET
 NH0213'WEST OF THE NORTHWEST CORNER OF A 2-STORY FARMHOUSE, 28 1/2 FEET
 NH0213'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET WEST OF THE
 NH0213'WEST END OF A HEDGEROW, 2 1/2 FEET NORTHEAST OF A CORNER FENCE
 NH0213'POST, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 NH0213'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 NH0213'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 27,
 NH0213'T42N, R 6E.
 NH0213
 NH0213                          STATION RECOVERY (1998)
 NH0213
 NH0213'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0213'RECOVERED IN GOOD CONDITION.
 NH0213
 NH0213                          STATION RECOVERY (2000)
 NH0213
 NH0213'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 NH0213'RECOVERED AS DESCRIBED
 NH0213' 
 NH0213'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0058 ***********************************************************************
 MF0058  DESIGNATION -  K 132
 MF0058  PID         -  MF0058
 MF0058  STATE/COUNTY-  IL/COOK
 MF0058  USGS QUAD   -  LOMBARD (1993)
 MF0058
 MF0058                         *CURRENT SURVEY CONTROL
 MF0058  ___________________________________________________________________
 MF0058* NAD 83(1986)-  41 59 40.     (N)    088 06 32.     (W)     SCALED    
 MF0058* NAVD 88     -       244.173  (meters)     801.09   (feet)  ADJUSTED  
 MF0058  ___________________________________________________________________
 MF0058  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MF0058  DYNAMIC HT  -         244.088 (meters)     800.81  (feet)  COMP
 MF0058  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 MF0058
 MF0058  VERT ORDER  -  FIRST     CLASS I
 MF0058
 MF0058.The horizontal coordinates were scaled from a topographic map and have
 MF0058.an estimated accuracy of +/- 6 seconds.
 MF0058
 MF0058.The orthometric height was determined by differential leveling
 MF0058.and adjusted by the National Geodetic Survey in June 1991..
 MF0058
 MF0058.The geoid height was determined by GEOID03.
 MF0058
 MF0058.The dynamic height is computed by dividing the NAVD 88
 MF0058.geopotential number by the normal gravity value computed on the
 MF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0058.degrees latitude (g = 980.6199 gals.).
 MF0058
 MF0058.The modeled gravity was interpolated from observed gravity values.
 MF0058
 MF0058;                    North         East    Units  Estimated Accuracy
 MF0058;SPC IL E     -   591,510.      318,600.      MT  (+/- 180 meters Scaled)
 MF0058
 MF0058                          SUPERSEDED SURVEY CONTROL
 MF0058
 MF0058  NGVD 29 (??/??/92)  244.26   (m)          801.4    (f) COMPUTED    1 1
 MF0058
 MF0058.Superseded values are not recommended for survey control.
 MF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0058.See file dsdata.txt to determine how the superseded data were derived.
 MF0058
 MF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM081497(NAD 83)
 MF0058_MARKER: DB = BENCH MARK DISK
 MF0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0058_STAMPING: K 132 1947
 MF0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0058+STABILITY: SURFACE MOTION
 MF0058
 MF0058  HISTORY     - Date     Condition        Report By
 MF0058  HISTORY     - 1947     MONUMENTED       CGS
 MF0058
 MF0058                          STATION DESCRIPTION
 MF0058
 MF0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0058'1.8 MI W FROM ROSELLE.
 MF0058'ABOUT 1.85 MILES WEST ALONG THE CHICAGO-ELGIN ROAD FROM THE
 MF0058'ROSELLE STATE BANK AT ROSELLE, AT THE INTERSECTION OF RODENBURE
 MF0058'ROAD, ACROSS THE HIGHWAY FROM ST. JOHNS LUTHERAN CHURCH AND
 MF0058'SCHOOL, 34 FEET EAST OF THE CENTER LINE OF RODENBURG ROAD, 98
 MF0058'FEET NORTH OF THE CENTER LINE OF THE CHICAGO-ELGIN ROAD, 48
 MF0058'FEET NORTH OF A FENCE CORNER POST AND A HIGHWAY MARKER POST,
 MF0058'14 FEET SOUTH OF A POWER POLE AND IN LINE WITH THE ROW OF POLES,
 MF0058'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE
 MF0058'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF0058'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0059 ***********************************************************************
 MF0059  DESIGNATION -  K 132 RESET 1971
 MF0059  PID         -  MF0059
 MF0059  STATE/COUNTY-  IL/COOK
 MF0059  USGS QUAD   -  LOMBARD (1993)
 MF0059
 MF0059                         *CURRENT SURVEY CONTROL
 MF0059  ___________________________________________________________________
 MF0059* NAD 83(1986)-  41 59 40.     (N)    088 06 33.     (W)     SCALED    
 MF0059* NAVD 88     -       242.67   (meters)     796.2    (feet)  RESET     
 MF0059  ___________________________________________________________________
 MF0059  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MF0059
 MF0059  VERT ORDER  -  THIRD
 MF0059
 MF0059.The horizontal coordinates were scaled from a topographic map and have
 MF0059.an estimated accuracy of +/- 6 seconds.
 MF0059
 MF0059.The orthometric height was computed from unverified reset data.
 MF0059.No vertical observational check was made to the station.
 MF0059
 MF0059.The geoid height was determined by GEOID03.
 MF0059
 MF0059;                    North         East    Units  Estimated Accuracy
 MF0059;SPC IL E     -   591,510.      318,570.      MT  (+/- 180 meters Scaled)
 MF0059
 MF0059                          SUPERSEDED SURVEY CONTROL
 MF0059
 MF0059  NGVD 29 (??/??/??)  242.75   (m)          796.4    (f) RESET       3  
 MF0059
 MF0059.Superseded values are not recommended for survey control.
 MF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0059.See file dsdata.txt to determine how the superseded data were derived.
 MF0059
 MF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM081497(NAD 83)
 MF0059_MARKER: DB = BENCH MARK DISK
 MF0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0059_SP_SET: FLAGPOLE CONCRETE BASE
 MF0059_STAMPING: K 132 RESET 1971
 MF0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0059
 MF0059  HISTORY     - Date     Condition        Report By
 MF0059  HISTORY     - 1971     MONUMENTED       NGS
 MF0059  HISTORY     - 1989     GOOD             USPSQD
 MF0059
 MF0059                          STATION DESCRIPTION
 MF0059
 MF0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 MF0059'1.8 MI W FROM ROSELLE.
 MF0059'1.7 MILES WEST ALONG STATE HIGHWAY 19 (IRVING PARK RD.) FROM
 MF0059'ITS INTERSECTION WITH ROSELLE RD. AT THE WEST EDGE OF ROSELLE,
 MF0059'1 FOOT NORTHEAST OF FLAG POLE, 36 FEET NORTHEAST OF SOUTHEAST
 MF0059'CORNER OF SCHOOL, 25 FEET SOUTH OF CENTER OF SIDEWALK TO EAST
 MF0059'ENTRANCE OF SCHOOL, 60 FEET WEST OF THE CENTERLINE OF RODENBURG
 MF0059'RD., ABOUT 300 FEET SOUTH OF THE HIGHWAY, SET IN A DRILL HOLE IN
 MF0059'THE CONCRETE BASE OF FLAG POLE AT THE EAST SIDE OF THE ST. JOHN
 MF0059'LUTHERAN SCHOOL.
 MF0059
 MF0059                          STATION RECOVERY (1989)
 MF0059
 MF0059'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMC)
 MF0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0240 ***********************************************************************
 NG0240  DESIGNATION -  K 134
 NG0240  PID         -  NG0240
 NG0240  STATE/COUNTY-  IL/COOK
 NG0240  USGS QUAD   -  PARK RIDGE (1995)
 NG0240
 NG0240                         *CURRENT SURVEY CONTROL
 NG0240  ___________________________________________________________________
 NG0240* NAD 83(1986)-  42 04 47.     (N)    087 45 23.     (W)     SCALED    
 NG0240* NAVD 88     -       190.397  (meters)     624.66   (feet)  ADJUSTED  
 NG0240  ___________________________________________________________________
 NG0240  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0240  DYNAMIC HT  -         190.335 (meters)     624.46  (feet)  COMP
 NG0240  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 NG0240
 NG0240  VERT ORDER  -  SECOND    CLASS 0
 NG0240
 NG0240.The horizontal coordinates were scaled from a topographic map and have
 NG0240.an estimated accuracy of +/- 6 seconds.
 NG0240
 NG0240.The orthometric height was determined by differential leveling
 NG0240.and adjusted by the National Geodetic Survey in June 1991..
 NG0240
 NG0240.The geoid height was determined by GEOID03.
 NG0240
 NG0240.The dynamic height is computed by dividing the NAVD 88
 NG0240.geopotential number by the normal gravity value computed on the
 NG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0240.degrees latitude (g = 980.6199 gals.).
 NG0240
 NG0240.The modeled gravity was interpolated from observed gravity values.
 NG0240
 NG0240;                    North         East    Units  Estimated Accuracy
 NG0240;SPC IL E     -   601,120.      347,740.      MT  (+/- 180 meters Scaled)
 NG0240
 NG0240                          SUPERSEDED SURVEY CONTROL
 NG0240
 NG0240  NGVD 29 (??/??/92)  190.456  (m)          624.85   (f) ADJ UNCH    2 0
 NG0240
 NG0240.Superseded values are not recommended for survey control.
 NG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0240.See file dsdata.txt to determine how the superseded data were derived.
 NG0240
 NG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM374589(NAD 83)
 NG0240_MARKER: DB = BENCH MARK DISK
 NG0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0240_SP_SET: CULVERT
 NG0240_STAMPING: K 134 1947
 NG0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0240
 NG0240  HISTORY     - Date     Condition        Report By
 NG0240  HISTORY     - 1947     MONUMENTED       CGS
 NG0240  HISTORY     - 19991126 MARK NOT FOUND   USPSQD
 NG0240  HISTORY     - 20000812 MARK NOT FOUND   PATRIC
 NG0240
 NG0240                          STATION DESCRIPTION
 NG0240
 NG0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NG0240'2.3 MI W FROM WILMETTE.
 NG0240'ABOUT 2.3 MILES WEST ALONG EAST LAKE AVENUE FROM FIRE STATION NO.
 NG0240'1 AT WILMETTE, IN THE NORTHWEST QUARTER OF THE INTERSECTION OF
 NG0240'U.S. HIGHWAY 41, SET IN THE TOP OF THE SOUTH END OF THE WEST
 NG0240'CONCRETE HEAD WALL OF A 2-FOOT CONCRETE BOX CULVERT UNDER THE
 NG0240'HIGHWAY, 101 FEET NORTH OF THE CENTER LINE OF EAST LAKE AVE.,
 NG0240'30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT
 NG0240'BELOW THE INTERSECTION.
 NG0240
 NG0240                          STATION RECOVERY (1999)
 NG0240
 NG0240'RECOVERY NOTE BY US POWER SQUADRON 1999
 NG0240'MARK NOT FOUND.
 NG0240
 NG0240                          STATION RECOVERY (2000)
 NG0240
 NG0240'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NG0240'DESTROYED DUE TO ROAD WIDENING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1814 ***********************************************************************
 ME1814  DESIGNATION -  K 135
 ME1814  PID         -  ME1814
 ME1814  STATE/COUNTY-  IL/COOK
 ME1814  USGS QUAD   -  ENGLEWOOD (1997)
 ME1814
 ME1814                         *CURRENT SURVEY CONTROL
 ME1814  ___________________________________________________________________
 ME1814* NAD 83(1986)-  41 51 02.     (N)    087 38 17.     (W)     SCALED    
 ME1814* NAVD 88     -       180.967  (meters)     593.72   (feet)  ADJUSTED  
 ME1814  ___________________________________________________________________
 ME1814  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 ME1814  DYNAMIC HT  -         180.905 (meters)     593.52  (feet)  COMP
 ME1814  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 ME1814
 ME1814  VERT ORDER  -  FIRST     CLASS II
 ME1814
 ME1814.The horizontal coordinates were scaled from a topographic map and have
 ME1814.an estimated accuracy of +/- 6 seconds.
 ME1814
 ME1814.The orthometric height was determined by differential leveling
 ME1814.and adjusted by the National Geodetic Survey in April 1995..
 ME1814
 ME1814.The geoid height was determined by GEOID03.
 ME1814
 ME1814.The dynamic height is computed by dividing the NAVD 88
 ME1814.geopotential number by the normal gravity value computed on the
 ME1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1814.degrees latitude (g = 980.6199 gals.).
 ME1814
 ME1814.The modeled gravity was interpolated from observed gravity values.
 ME1814
 ME1814;                    North         East    Units  Estimated Accuracy
 ME1814;SPC IL E     -   575,740.      357,740.      MT  (+/- 180 meters Scaled)
 ME1814
 ME1814                          SUPERSEDED SURVEY CONTROL
 ME1814
 ME1814  NAVD 88 (06/15/91)  181.029  (m)          593.93   (f) UNKNOWN     1 2
 ME1814  NGVD 29 (01/19/93)  181.055  (m)          594.01   (f) ADJUSTED    1 2
 ME1814
 ME1814.Superseded values are not recommended for survey control.
 ME1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1814.See file dsdata.txt to determine how the superseded data were derived.
 ME1814
 ME1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM470333(NAD 83)
 ME1814_MARKER: DB = BENCH MARK DISK
 ME1814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1814_SP_SET: RETAINING WALL
 ME1814_STAMPING: K 135 1947
 ME1814_MARK LOGO: CGS   
 ME1814_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1814+STABILITY: SURFACE MOTION
 ME1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1814+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1814
 ME1814  HISTORY     - Date     Condition        Report By
 ME1814  HISTORY     - 1947     MONUMENTED       CGS
 ME1814  HISTORY     - 1977     GOOD             NGS
 ME1814  HISTORY     - 19870601 GOOD             USPSQD
 ME1814  HISTORY     - 1989     GOOD             USPSQD
 ME1814  HISTORY     - 1989     GOOD             USPSQD
 ME1814  HISTORY     - 19920805 GOOD             NGS
 ME1814
 ME1814                          STATION DESCRIPTION
 ME1814
 ME1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1814'AT CHICAGO.
 ME1814'AT CHICAGO, AT THE INTERSECTION OF SOUTH CANAL STREET AND ARCHER
 ME1814'AVENUE AND THE JUNCTION OF WEST 23RD STREET, SET VERTICALLY IN
 ME1814'THE NORTH FACE OF A 14-FOOT CONCRETE WALL ALONG THE SOUTH SIDE
 ME1814'OF WEST 23RD STREET, 59 FEET EAST OF THE EAST CURB OF SOUTH CANAL
 ME1814'STREET, 13 FEET SOUTH OF THE SOUTH CURB OF WEST 23RD STREET, 2
 ME1814'FEET EAST OF THE WEST END OF THE CONCRETE WALL AND 2.4 FEET
 ME1814'ABOVE THE SIDE WALK.
 ME1814
 ME1814                          STATION RECOVERY (1977)
 ME1814
 ME1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1814'RECOVERED IN GOOD CONDITION.
 ME1814
 ME1814                          STATION RECOVERY (1987)
 ME1814
 ME1814'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1814'RECOVERED IN GOOD CONDITION.
 ME1814
 ME1814                          STATION RECOVERY (1989)
 ME1814
 ME1814'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1814'RECOVERED IN GOOD CONDITION.
 ME1814
 ME1814                          STATION RECOVERY (1989)
 ME1814
 ME1814'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1814'RECOVERED IN GOOD CONDITION.
 ME1814
 ME1814                          STATION RECOVERY (1992)
 ME1814
 ME1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1814'IN CHICAGO, AT THE INTERSECTION OF SOUTH CANAL AND WEST 23RD STREETS,
 ME1814'SET VERTICALLY IN THE NORTH FACE OF A CONCRETE RETAINING WALL ALONG
 ME1814'THE SOUTH SIDE OF 23RD STREET, 25.9 M (85.0 FT) EAST OF THE
 ME1814'CENTERLINE OF CANAL STREET, 10.2 M (33.5 FT) SOUTH OF THE CENTER OF
 ME1814'23RD STREET, 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, AND 0.5 M
 ME1814'(1.6 FT) EAST OF THE WEST END OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1863 ***********************************************************************
 ME1863  DESIGNATION -  K 136
 ME1863  PID         -  ME1863
 ME1863  STATE/COUNTY-  IL/COOK
 ME1863  USGS QUAD   -  LAKE CALUMET (1997)
 ME1863
 ME1863                         *CURRENT SURVEY CONTROL
 ME1863  ___________________________________________________________________
 ME1863* NAD 83(1986)-  41 42 33.     (N)    087 31 48.     (W)     SCALED    
 ME1863* NAVD 88     -       181.785  (meters)     596.41   (feet)  ADJUSTED  
 ME1863  ___________________________________________________________________
 ME1863  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME1863  DYNAMIC HT  -         181.721 (meters)     596.20  (feet)  COMP
 ME1863  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 ME1863
 ME1863  VERT ORDER  -  FIRST     CLASS I
 ME1863
 ME1863.The horizontal coordinates were scaled from a topographic map and have
 ME1863.an estimated accuracy of +/- 6 seconds.
 ME1863
 ME1863.The orthometric height was determined by differential leveling
 ME1863.and adjusted by the National Geodetic Survey in June 1991..
 ME1863
 ME1863.The geoid height was determined by GEOID03.
 ME1863
 ME1863.The dynamic height is computed by dividing the NAVD 88
 ME1863.geopotential number by the normal gravity value computed on the
 ME1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1863.degrees latitude (g = 980.6199 gals.).
 ME1863
 ME1863.The modeled gravity was interpolated from observed gravity values.
 ME1863
 ME1863;                    North         East    Units  Estimated Accuracy
 ME1863;SPC IL E     -   560,110.      366,860.      MT  (+/- 180 meters Scaled)
 ME1863
 ME1863                          SUPERSEDED SURVEY CONTROL
 ME1863
 ME1863  NGVD 29 (??/??/92)  181.895  (m)          596.77   (f) ADJ UNCH    1 1
 ME1863
 ME1863.Superseded values are not recommended for survey control.
 ME1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1863.See file dsdata.txt to determine how the superseded data were derived.
 ME1863
 ME1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM559176(NAD 83)
 ME1863_MARKER: DB = BENCH MARK DISK
 ME1863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1863_SP_SET: FOUNDATION
 ME1863_STAMPING: K 136 1947
 ME1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1863
 ME1863  HISTORY     - Date     Condition        Report By
 ME1863  HISTORY     - 1947     MONUMENTED       CGS
 ME1863  HISTORY     - 1968     GOOD             NGS
 ME1863  HISTORY     - 1977     GOOD             NGS
 ME1863  HISTORY     - 1987     GOOD             USPSQD
 ME1863  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1863
 ME1863                          STATION DESCRIPTION
 ME1863
 ME1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 ME1863'AT CHICAGO.
 ME1863'AT CHICAGO, ALONG THE PENN CENTRAL RAILROAD, 0.95 MILE SOUTHEAST
 ME1863'OF THE SOUTHEAST END OF THE RAILROAD BRIDGE OVER THE CALUMET
 ME1863'RIVER, 0.45 MILE NORTHWEST OF THE INDIANA-ILLINOIS STATE LINE,
 ME1863'SET ON THE TOP OF THE NORTHEAST SIDE OF CONCRETE FOUNDATION FOR
 ME1863'A BLOCK SIGNAL, 150 YARDS NORTHWEST OF THE EXTENDED CENTER LINE
 ME1863'OF EAST 103 RD ST, 46.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 ME1863'THE SOUTHWEST TRACK, 8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 ME1863'A SIDE TRACK, ABOUT LEVEL WITH THE TRACK.  SEC 8, T 37N, R 15 E.
 ME1863
 ME1863                          STATION RECOVERY (1977)
 ME1863
 ME1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1863'RECOVERED IN GOOD CONDITION.
 ME1863
 ME1863                          STATION RECOVERY (1987)
 ME1863
 ME1863'RECOVERY NOTE BY US POWER SQUADRON 1987 (EJH)
 ME1863'RECOVERED IN GOOD CONDITION.
 ME1863
 ME1863                          STATION RECOVERY (1992)
 ME1863
 ME1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1863'THE SIGNAL AND BASE HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1855 ***********************************************************************
 ME1855  DESIGNATION -  K 137
 ME1855  PID         -  ME1855
 ME1855  STATE/COUNTY-  IL/COOK
 ME1855  USGS QUAD   -  SAG BRIDGE (1997)
 ME1855
 ME1855                         *CURRENT SURVEY CONTROL
 ME1855  ___________________________________________________________________
 ME1855* NAD 83(1986)-  41 41 16.     (N)    087 53 44.     (W)     SCALED    
 ME1855* NAVD 88     -       184.256  (meters)     604.51   (feet)  ADJUSTED  
 ME1855  ___________________________________________________________________
 ME1855  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME1855  DYNAMIC HT  -         184.189 (meters)     604.29  (feet)  COMP
 ME1855  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 ME1855
 ME1855  VERT ORDER  -  FIRST     CLASS II
 ME1855
 ME1855.The horizontal coordinates were scaled from a topographic map and have
 ME1855.an estimated accuracy of +/- 6 seconds.
 ME1855
 ME1855.The orthometric height was determined by differential leveling
 ME1855.and adjusted by the National Geodetic Survey in June 1991..
 ME1855
 ME1855.The geoid height was determined by GEOID03.
 ME1855
 ME1855.The dynamic height is computed by dividing the NAVD 88
 ME1855.geopotential number by the normal gravity value computed on the
 ME1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1855.degrees latitude (g = 980.6199 gals.).
 ME1855
 ME1855.The modeled gravity was interpolated from observed gravity values.
 ME1855
 ME1855;                    North         East    Units  Estimated Accuracy
 ME1855;SPC IL E     -   557,520.      336,450.      MT  (+/- 180 meters Scaled)
 ME1855
 ME1855                          SUPERSEDED SURVEY CONTROL
 ME1855
 ME1855  NGVD 29 (??/??/92)  184.345  (m)          604.81   (f) ADJ UNCH    1 2
 ME1855
 ME1855.Superseded values are not recommended for survey control.
 ME1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1855.See file dsdata.txt to determine how the superseded data were derived.
 ME1855
 ME1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM254154(NAD 83)
 ME1855_MARKER: DB = BENCH MARK DISK
 ME1855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1855_SP_SET: CULVERT
 ME1855_STAMPING: K 137 1947
 ME1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1855
 ME1855  HISTORY     - Date     Condition        Report By
 ME1855  HISTORY     - 1947     MONUMENTED       CGS
 ME1855  HISTORY     - 1971     GOOD             NGS
 ME1855  HISTORY     - 1977     GOOD             NGS
 ME1855  HISTORY     - 20000412 MARK NOT FOUND   PATRIC
 ME1855
 ME1855                          STATION DESCRIPTION
 ME1855
 ME1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1855'12 MI NW FROM BLUE ISLAND.
 ME1855'ABOUT 11.95 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE
 ME1855'GRAND TRUNK AND WESTERN RAILROAD STATION AT BLUE ISLAND, ABOUT
 ME1855'0.15 MILE EAST OF THE ENTRANCE TO THE C.Y.O. BOYS CAMP, SET IN
 ME1855'THE TOP OF THE CENTER OF THE NORTH HEAD WALL OF A 6-FOOT CONCRETE
 ME1855'BOX CULVERT UNDER THE HIGHWAY, 32 FEET NORTH OF THE CENTER LINE
 ME1855'OF THE HIGHWAY AND ABOUT 0.5 FOOT ABOVE THE ROAD.
 ME1855
 ME1855                          STATION RECOVERY (1971)
 ME1855
 ME1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1855'RECOVERED IN GOOD CONDITION.
 ME1855
 ME1855                          STATION RECOVERY (1977)
 ME1855
 ME1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1855'RECOVERED IN GOOD CONDITION.
 ME1855
 ME1855                          STATION RECOVERY (2000)
 ME1855
 ME1855'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1855'DETERIORATED CONCRETE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1826 ***********************************************************************
 ME1826  DESIGNATION -  K 138
 ME1826  PID         -  ME1826
 ME1826  STATE/COUNTY-  IL/COOK
 ME1826  USGS QUAD   -  LAKE CALUMET (1997)
 ME1826
 ME1826                         *CURRENT SURVEY CONTROL
 ME1826  ___________________________________________________________________
 ME1826* NAD 83(1986)-  41 39 34.     (N)    087 34 34.     (W)     SCALED    
 ME1826* NAVD 88     -       178.387  (meters)     585.26   (feet)  ADJUSTED  
 ME1826  ___________________________________________________________________
 ME1826  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME1826  DYNAMIC HT  -         178.322 (meters)     585.04  (feet)  COMP
 ME1826  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 ME1826
 ME1826  VERT ORDER  -  FIRST     CLASS II
 ME1826
 ME1826.The horizontal coordinates were scaled from a topographic map and have
 ME1826.an estimated accuracy of +/- 6 seconds.
 ME1826
 ME1826.The orthometric height was determined by differential leveling
 ME1826.and adjusted by the National Geodetic Survey in June 1991..
 ME1826
 ME1826.The geoid height was determined by GEOID03.
 ME1826
 ME1826.The dynamic height is computed by dividing the NAVD 88
 ME1826.geopotential number by the normal gravity value computed on the
 ME1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1826.degrees latitude (g = 980.6199 gals.).
 ME1826
 ME1826.The modeled gravity was interpolated from observed gravity values.
 ME1826
 ME1826;                    North         East    Units  Estimated Accuracy
 ME1826;SPC IL E     -   554,560.      363,070.      MT  (+/- 180 meters Scaled)
 ME1826
 ME1826                          SUPERSEDED SURVEY CONTROL
 ME1826
 ME1826  NGVD 29 (??/??/92)  178.489  (m)          585.59   (f) ADJ UNCH    1 2
 ME1826
 ME1826.Superseded values are not recommended for survey control.
 ME1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1826.See file dsdata.txt to determine how the superseded data were derived.
 ME1826
 ME1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM520121(NAD 83)
 ME1826_MARKER: DB = BENCH MARK DISK
 ME1826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1826_SP_SET: FOUNDATION
 ME1826_STAMPING: K 138 1947
 ME1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1826
 ME1826  HISTORY     - Date     Condition        Report By
 ME1826  HISTORY     - 1947     MONUMENTED       CGS
 ME1826  HISTORY     - 1971     GOOD             NGS
 ME1826  HISTORY     - 1977     GOOD             NGS
 ME1826
 ME1826                          STATION DESCRIPTION
 ME1826
 ME1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1826'AT CHICAGO.
 ME1826'AT CHICAGO, ABOUT 0.9 MILE WEST ALONG EAST 130TH STREET FROM ITS
 ME1826'INTERSECTION WITH TORRENCE AVENUE, ABOUT 150 YARDS WEST OF THE
 ME1826'WEST END OF THE BRIDGE OVER CALUMET RIVER, SET ON THE TOP OF THE
 ME1826'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE SOUTHEAST LEG
 ME1826'OF THE WATER TOWER AT THE CALUMET HARBOR WAR ASSETS STORAGE
 ME1826'WAREHOUSE, 24.0 FEET SOUTHEAST OF THE STAND PIPE AND ABOUT 3
 ME1826'INCHES ABOVE THE GROUND.
 ME1826
 ME1826                          STATION RECOVERY (1971)
 ME1826
 ME1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1826'RECOVERED IN GOOD CONDITION.
 ME1826
 ME1826                          STATION RECOVERY (1977)
 ME1826
 ME1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1767 ***********************************************************************
 ME1767  DESIGNATION -  K 139
 ME1767  PID         -  ME1767
 ME1767  STATE/COUNTY-  IL/COOK
 ME1767  USGS QUAD   -  BLUE ISLAND (1997)
 ME1767
 ME1767                         *CURRENT SURVEY CONTROL
 ME1767  ___________________________________________________________________
 ME1767* NAD 83(1986)-  41 44 03.     (N)    087 44 28.     (W)     SCALED    
 ME1767* NAVD 88     -       189.343  (meters)     621.20   (feet)  ADJUSTED  
 ME1767  ___________________________________________________________________
 ME1767  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME1767  DYNAMIC HT  -         189.275 (meters)     620.98  (feet)  COMP
 ME1767  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 ME1767
 ME1767  VERT ORDER  -  FIRST     CLASS II
 ME1767
 ME1767.The horizontal coordinates were scaled from a topographic map and have
 ME1767.an estimated accuracy of +/- 6 seconds.
 ME1767
 ME1767.The orthometric height was determined by differential leveling
 ME1767.and adjusted by the National Geodetic Survey in June 1991..
 ME1767
 ME1767.The geoid height was determined by GEOID03.
 ME1767
 ME1767.The dynamic height is computed by dividing the NAVD 88
 ME1767.geopotential number by the normal gravity value computed on the
 ME1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1767.degrees latitude (g = 980.6199 gals.).
 ME1767
 ME1767.The modeled gravity was interpolated from observed gravity values.
 ME1767
 ME1767;                    North         East    Units  Estimated Accuracy
 ME1767;SPC IL E     -   562,750.      349,270.      MT  (+/- 180 meters Scaled)
 ME1767
 ME1767                          SUPERSEDED SURVEY CONTROL
 ME1767
 ME1767  NGVD 29 (??/??/92)  189.431  (m)          621.49   (f) ADJ UNCH    1 2
 ME1767
 ME1767.Superseded values are not recommended for survey control.
 ME1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1767.See file dsdata.txt to determine how the superseded data were derived.
 ME1767
 ME1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM383205(NAD 83)
 ME1767_MARKER: DB = BENCH MARK DISK
 ME1767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1767_SP_SET: CULVERT
 ME1767_STAMPING: K 139 1947
 ME1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1767
 ME1767  HISTORY     - Date     Condition        Report By
 ME1767  HISTORY     - 1947     MONUMENTED       CGS
 ME1767  HISTORY     - 1971     MARK NOT FOUND   NGS
 ME1767  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1767
 ME1767                          STATION DESCRIPTION
 ME1767
 ME1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1767'0.8 MI N FROM OAK LAWN.
 ME1767'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 50 (CICERO AVENUE) FROM
 ME1767'ITS INTERSECTION WITH STATE HIGHWAY 7 AT OAK LAWN, AT THE
 ME1767'INTERSECTION OF 87TH STREET, SET IN THE TOP OF THE WEST END OF THE
 ME1767'SOUTH CONCRETE HEAD WALL OF AN 18-INCH CONCRETE PIPE CULVERT
 ME1767'UNDER 87TH STREET, 88 FEET WEST OF THE CENTER LINE OF CICERO
 ME1767'AVENUE, 30 FEET SOUTH OF THE CENTER LINE OF 87TH STREET, 1 FOOT
 ME1767'EAST OF THE WEST END OF THE HEAD WALL AND ABOUT LEVEL WITH THE
 ME1767'INTERSECTION.  NOTE-- MARK IS ABOUT 0.4 MILE SOUTH OF THE ENTRANCE
 ME1767'TO THE ASHBURN AIRPORT.  THIS AIRPORT WAS ABANDONED IN MARCH
 ME1767'1950 AND IS NOW USED AS A HOUSING DEVELOPMENT.
 ME1767
 ME1767                          STATION RECOVERY (1971)
 ME1767
 ME1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1767'MARK NOT FOUND.
 ME1767
 ME1767                          STATION RECOVERY (1977)
 ME1767
 ME1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0343 ***********************************************************************
 KC0343  DESIGNATION -  K 14
 KC0343  PID         -  KC0343
 KC0343  STATE/COUNTY-  IL/ADAMS
 KC0343  USGS QUAD   -  QUINCY WEST (1996)
 KC0343
 KC0343                         *CURRENT SURVEY CONTROL
 KC0343  ___________________________________________________________________
 KC0343* NAD 83(1986)-  39 56 50.     (N)    091 25 05.     (W)     SCALED    
 KC0343* NAVD 88     -       148.987  (meters)     488.80   (feet)  ADJUSTED  
 KC0343  ___________________________________________________________________
 KC0343  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KC0343  DYNAMIC HT  -         148.910 (meters)     488.55  (feet)  COMP
 KC0343  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KC0343
 KC0343  VERT ORDER  -  FIRST     CLASS II
 KC0343
 KC0343.The horizontal coordinates were scaled from a topographic map and have
 KC0343.an estimated accuracy of +/- 6 seconds.
 KC0343
 KC0343.The orthometric height was determined by differential leveling
 KC0343.and adjusted by the National Geodetic Survey in June 1991..
 KC0343
 KC0343.The geoid height was determined by GEOID03.
 KC0343
 KC0343.The dynamic height is computed by dividing the NAVD 88
 KC0343.geopotential number by the normal gravity value computed on the
 KC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0343.degrees latitude (g = 980.6199 gals.).
 KC0343
 KC0343.The modeled gravity was interpolated from observed gravity values.
 KC0343
 KC0343;                    North         East    Units  Estimated Accuracy
 KC0343;SPC IL W     -   364,880.      593,060.      MT  (+/- 180 meters Scaled)
 KC0343
 KC0343                          SUPERSEDED SURVEY CONTROL
 KC0343
 KC0343  NGVD 29 (??/??/92)  149.080  (m)          489.11   (f) ADJ UNCH    1 2
 KC0343
 KC0343.Superseded values are not recommended for survey control.
 KC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0343.See file dsdata.txt to determine how the superseded data were derived.
 KC0343
 KC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE351230(NAD 83)
 KC0343_MARKER: DB = BENCH MARK DISK
 KC0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0343_SP_SET: BRIDGE
 KC0343_STAMPING: K 14 1933
 KC0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0343
 KC0343  HISTORY     - Date     Condition        Report By
 KC0343  HISTORY     - 1933     MONUMENTED       CGS
 KC0343  HISTORY     - 1935     GOOD             NGS
 KC0343  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0343  HISTORY     - 1979     MARK NOT FOUND   ILDT
 KC0343
 KC0343                          STATION DESCRIPTION
 KC0343
 KC0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KC0343'AT QUINCY.
 KC0343'AT QUINCY, ADAMS COUNTY, ABOUT 1/2 MILE NORTH ALONG THE CHICAGO,
 KC0343'BURLINGTON AND QUINCY RAILROAD FROM THE STATION, AT THE BRIDGE
 KC0343'OVER QUINCY BAY, IN THE TOP OF A STONE BLOCK OF THE EAST ABUTMENT,
 KC0343'AND 4 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED K 14 1933.
 KC0343
 KC0343                          STATION RECOVERY (1971)
 KC0343
 KC0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0343'MARK NOT FOUND.
 KC0343
 KC0343                          STATION RECOVERY (1979)
 KC0343
 KC0343'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 KC0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0116 ***********************************************************************
 MF0116  DESIGNATION -  K 140
 MF0116  PID         -  MF0116
 MF0116  STATE/COUNTY-  IL/WILL
 MF0116  USGS QUAD   -  ROMEOVILLE (1993)
 MF0116
 MF0116                         *CURRENT SURVEY CONTROL
 MF0116  ___________________________________________________________________
 MF0116* NAD 83(1986)-  41 38 27.     (N)    088 02 59.     (W)     SCALED    
 MF0116* NAVD 88     -       181.274  (meters)     594.73   (feet)  ADJUSTED  
 MF0116  ___________________________________________________________________
 MF0116  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF0116  DYNAMIC HT  -         181.207 (meters)     594.51  (feet)  COMP
 MF0116  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 MF0116
 MF0116  VERT ORDER  -  FIRST     CLASS II
 MF0116
 MF0116.The horizontal coordinates were scaled from a topographic map and have
 MF0116.an estimated accuracy of +/- 6 seconds.
 MF0116
 MF0116.The orthometric height was determined by differential leveling
 MF0116.and adjusted by the National Geodetic Survey in June 1991..
 MF0116
 MF0116.The geoid height was determined by GEOID03.
 MF0116
 MF0116.The dynamic height is computed by dividing the NAVD 88
 MF0116.geopotential number by the normal gravity value computed on the
 MF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0116.degrees latitude (g = 980.6199 gals.).
 MF0116
 MF0116.The modeled gravity was interpolated from observed gravity values.
 MF0116
 MF0116;                    North         East    Units  Estimated Accuracy
 MF0116;SPC IL E     -   552,250.      323,630.      MT  (+/- 180 meters Scaled)
 MF0116
 MF0116                          SUPERSEDED SURVEY CONTROL
 MF0116
 MF0116  NGVD 29 (??/??/92)  181.363  (m)          595.02   (f) ADJ UNCH    1 2
 MF0116
 MF0116.Superseded values are not recommended for survey control.
 MF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0116.See file dsdata.txt to determine how the superseded data were derived.
 MF0116
 MF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM125104(NAD 83)
 MF0116_MARKER: DB = BENCH MARK DISK
 MF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0116_STAMPING: K 140 1947
 MF0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0116+STABILITY: SURFACE MOTION
 MF0116
 MF0116  HISTORY     - Date     Condition        Report By
 MF0116  HISTORY     - 1947     MONUMENTED       CGS
 MF0116  HISTORY     - 1972     GOOD             USGS
 MF0116  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 MF0116
 MF0116                          STATION DESCRIPTION
 MF0116
 MF0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0116'3.7 MI SW FROM LEMONT.
 MF0116'ABOUT 3.7 MILES SOUTHWEST ALONG THE ALTON RAILROAD FROM THE STATION
 MF0116'AT LEMONT, AT THE INTERSECTION OF 135TH STREET, AT MILE POST NO.
 MF0116'29, 153 FEET EAST OF THE EAST RAIL, 77 FEET WEST OF THE NORTHWEST
 MF0116'CORNER OF SARS FIELDS TAVERN, 21 FEET SOUTH OF THE CENTER LINE OF
 MF0116'135TH STREET, 8 FEET WEST OF AN 18-INCH COTTONWOOD TREE, 2 FEET
 MF0116'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH 135TH
 MF0116'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MF0116'NOTE-- THIS MARK IS 153 FEET WEST OF THE WEST RAIL.
 MF0116
 MF0116                          STATION RECOVERY (1972)
 MF0116
 MF0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 MF0116'RECOVERED IN GOOD CONDITION.
 MF0116
 MF0116                          STATION RECOVERY (2003)
 MF0116
 MF0116'RECOVERY NOTE BY US POWER SQUADRON 2003 (JPC)
 MF0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0424 ***********************************************************************
 MF0424  DESIGNATION -  K 141
 MF0424  PID         -  MF0424
 MF0424  STATE/COUNTY-  IL/GRUNDY
 MF0424  USGS QUAD   -  SENECA (1980)
 MF0424
 MF0424                         *CURRENT SURVEY CONTROL
 MF0424  ___________________________________________________________________
 MF0424* NAD 83(1986)-  41 18 58.     (N)    088 34 33.     (W)     SCALED    
 MF0424* NAVD 88     -       155.843  (meters)     511.29   (feet)  ADJUSTED  
 MF0424  ___________________________________________________________________
 MF0424  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MF0424  DYNAMIC HT  -         155.783 (meters)     511.10  (feet)  COMP
 MF0424  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 MF0424
 MF0424  VERT ORDER  -  FIRST     CLASS II
 MF0424
 MF0424.The horizontal coordinates were scaled from a topographic map and have
 MF0424.an estimated accuracy of +/- 6 seconds.
 MF0424
 MF0424.The orthometric height was determined by differential leveling
 MF0424.and adjusted by the National Geodetic Survey in June 1991..
 MF0424
 MF0424.The geoid height was determined by GEOID03.
 MF0424
 MF0424.The dynamic height is computed by dividing the NAVD 88
 MF0424.geopotential number by the normal gravity value computed on the
 MF0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0424.degrees latitude (g = 980.6199 gals.).
 MF0424
 MF0424.The modeled gravity was interpolated from observed gravity values.
 MF0424
 MF0424;                    North         East    Units  Estimated Accuracy
 MF0424;SPC IL E     -   516,180.      279,700.      MT  (+/- 180 meters Scaled)
 MF0424
 MF0424                          SUPERSEDED SURVEY CONTROL
 MF0424
 MF0424  NGVD 29 (??/??/92)  155.913  (m)          511.52   (f) ADJ UNCH    1 2
 MF0424
 MF0424.Superseded values are not recommended for survey control.
 MF0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0424.See file dsdata.txt to determine how the superseded data were derived.
 MF0424
 MF0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL681750(NAD 83)
 MF0424_MARKER: DB = BENCH MARK DISK
 MF0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0424_STAMPING: K 141 1947
 MF0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0424+STABILITY: SURFACE MOTION
 MF0424
 MF0424  HISTORY     - Date     Condition        Report By
 MF0424  HISTORY     - 1947     MONUMENTED       CGS
 MF0424
 MF0424                          STATION DESCRIPTION
 MF0424
 MF0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0424'2.3 MI NE FROM SENECA.
 MF0424'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 170 FROM THE POST OFFICE
 MF0424'AT SENECA, THENCE ABOUT 2.0 MILES NORTHEAST ALONG THE RIVER
 MF0424'ROAD, ON A CURVE IN THE ROAD WITH TANGENTS EXTENDING SOUTH AND
 MF0424'NORTHEAST, AND AT A TWO STORY SHINGLE FARM HOUSE, 63 FEET
 MF0424'NORTH-NORTHEAST OF THE NORTH CORNER OF THE FARM HOUSE, 20.5
 MF0424'FEET NORTHEAST OF THE NORTH YARD CORNER, 18 FEET SOUTHEAST
 MF0424'OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHEAST OF A POWER
 MF0424'POLE, 1 FOOT NORTHWEST OF THE FENCE LINE, 2 FEET SOUTHWEST OF
 MF0424'A WHITE WOODEN WITNESS POST ABOUT LEVEL WITH THE ROAD AND SET
 MF0424'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0070 ***********************************************************************
 MF0070  DESIGNATION -  K 142
 MF0070  PID         -  MF0070
 MF0070  STATE/COUNTY-  IL/WILL
 MF0070  USGS QUAD   -  JOLIET (1993)
 MF0070
 MF0070                         *CURRENT SURVEY CONTROL
 MF0070  ___________________________________________________________________
 MF0070* NAD 83(1986)-  41 30 38.     (N)    088 05 43.     (W)     SCALED    
 MF0070* NAVD 88     -       166.449  (meters)     546.09   (feet)  ADJUSTED  
 MF0070  ___________________________________________________________________
 MF0070  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MF0070  DYNAMIC HT  -         166.386 (meters)     545.88  (feet)  COMP
 MF0070  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 MF0070
 MF0070  VERT ORDER  -  FIRST     CLASS II
 MF0070
 MF0070.The horizontal coordinates were scaled from a topographic map and have
 MF0070.an estimated accuracy of +/- 6 seconds.
 MF0070
 MF0070.The orthometric height was determined by differential leveling
 MF0070.and adjusted by the National Geodetic Survey in June 1991..
 MF0070
 MF0070.The geoid height was determined by GEOID03.
 MF0070
 MF0070.The dynamic height is computed by dividing the NAVD 88
 MF0070.geopotential number by the normal gravity value computed on the
 MF0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0070.degrees latitude (g = 980.6199 gals.).
 MF0070
 MF0070.The modeled gravity was interpolated from observed gravity values.
 MF0070
 MF0070;                    North         East    Units  Estimated Accuracy
 MF0070;SPC IL E     -   537,770.      319,870.      MT  (+/- 180 meters Scaled)
 MF0070
 MF0070                          SUPERSEDED SURVEY CONTROL
 MF0070
 MF0070  NGVD 29 (??/??/92)  166.541  (m)          546.39   (f) ADJ UNCH    1 2
 MF0070
 MF0070.Superseded values are not recommended for survey control.
 MF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0070.See file dsdata.txt to determine how the superseded data were derived.
 MF0070
 MF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL085960(NAD 83)
 MF0070_MARKER: DB = BENCH MARK DISK
 MF0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0070_SP_SET: BUILDING
 MF0070_STAMPING: K 142 1947
 MF0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0070
 MF0070  HISTORY     - Date     Condition        Report By
 MF0070  HISTORY     - 1947     MONUMENTED       CGS
 MF0070
 MF0070                          STATION DESCRIPTION
 MF0070
 MF0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0070'1.5 MI SW FROM JOLIET.
 MF0070'ABOUT 0.55 MILES SOUTH ALONG CHICAGO STREET FROM THE COURT HOUSE
 MF0070'AT JOLIET, THENCE ABOUT 0.95 MILE SOUTHWEST ALONG U.S. HIGHWAY
 MF0070'6, SET VERTICALLY IN THE NORTHWEST FACE AT THE WEST CORNER OF THE
 MF0070'U.S. ARMY CORPS OF ENGINEERS OFFICE AND GARAGE BUILDING AT 622
 MF0070'RAILROAD STREET, 10.5 FEET NORTHEAST OF THE WEST CORNER OF THE
 MF0070'BUILDING AND 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0041 ***********************************************************************
 HB0041  DESIGNATION -  K 144
 HB0041  PID         -  HB0041
 HB0041  STATE/COUNTY-  IL/SALINE
 HB0041  USGS QUAD   -  ELDORADO (1963)
 HB0041
 HB0041                         *CURRENT SURVEY CONTROL
 HB0041  ___________________________________________________________________
 HB0041* NAD 83(1986)-  37 45 09.     (N)    088 23 17.     (W)     SCALED    
 HB0041* NAVD 88     -       111.588  (meters)     366.10   (feet)  ADJUSTED  
 HB0041  ___________________________________________________________________
 HB0041  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HB0041  DYNAMIC HT  -         111.512 (meters)     365.85  (feet)  COMP
 HB0041  MODELED GRAV-     979,943.3   (mgal)                       NAVD 88
 HB0041
 HB0041  VERT ORDER  -  FIRST     CLASS II
 HB0041
 HB0041.The horizontal coordinates were scaled from a topographic map and have
 HB0041.an estimated accuracy of +/- 6 seconds.
 HB0041
 HB0041.The orthometric height was determined by differential leveling
 HB0041.and adjusted by the National Geodetic Survey in June 1991..
 HB0041
 HB0041.The geoid height was determined by GEOID03.
 HB0041
 HB0041.The dynamic height is computed by dividing the NAVD 88
 HB0041.geopotential number by the normal gravity value computed on the
 HB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0041.degrees latitude (g = 980.6199 gals.).
 HB0041
 HB0041.The modeled gravity was interpolated from observed gravity values.
 HB0041
 HB0041;                    North         East    Units  Estimated Accuracy
 HB0041;SPC IL E     -   120,510.      295,180.      MT  (+/- 180 meters Scaled)
 HB0041
 HB0041                          SUPERSEDED SURVEY CONTROL
 HB0041
 HB0041  NGVD 29 (??/??/??)  111.689  (m)          366.43   (f) ADJUSTED    1 2
 HB0041
 HB0041.Superseded values are not recommended for survey control.
 HB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0041.See file dsdata.txt to determine how the superseded data were derived.
 HB0041
 HB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG777792(NAD 83)
 HB0041_MARKER: DB = BENCH MARK DISK
 HB0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0041_SP_SET: CULVERT
 HB0041_STAMPING: K 144 1949
 HB0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0041
 HB0041  HISTORY     - Date     Condition        Report By
 HB0041  HISTORY     - 1949     MONUMENTED       CGS
 HB0041
 HB0041                          STATION DESCRIPTION
 HB0041
 HB0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0041'5 MI SE FROM ELDORADO.
 HB0041'ABOUT 5.05 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HB0041'RAILROAD FROM THE UNION STATION AT ELDORADO, ABOUT 0.5 MILE
 HB0041'NORTHWEST OF THE CROSSING OF STATE HIGHWAY 13, SET IN THE TOP OF
 HB0041'THE NORTHEAST HEAD WALL OF A 6-FOOT STONE CULVERT UNDER
 HB0041'RAILROAD, 11 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 1/2 FEET
 HB0041'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL AND 1 FOOT BELOW
 HB0041'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0542 ***********************************************************************
 HB0542  DESIGNATION -  K 145
 HB0542  PID         -  HB0542
 HB0542  STATE/COUNTY-  IL/SALINE
 HB0542  USGS QUAD   -  HARCO (1963)
 HB0542
 HB0542                         *CURRENT SURVEY CONTROL
 HB0542  ___________________________________________________________________
 HB0542* NAD 83(1986)-  37 50 28.     (N)    088 37 49.     (W)     SCALED    
 HB0542* NAVD 88     -       126.649  (meters)     415.51   (feet)  ADJUSTED  
 HB0542  ___________________________________________________________________
 HB0542  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HB0542  DYNAMIC HT  -         126.562 (meters)     415.23  (feet)  COMP
 HB0542  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 HB0542
 HB0542  VERT ORDER  -  FIRST     CLASS II
 HB0542
 HB0542.The horizontal coordinates were scaled from a topographic map and have
 HB0542.an estimated accuracy of +/- 6 seconds.
 HB0542
 HB0542.The orthometric height was determined by differential leveling
 HB0542.and adjusted by the National Geodetic Survey in June 1991..
 HB0542
 HB0542.The geoid height was determined by GEOID03.
 HB0542
 HB0542.The dynamic height is computed by dividing the NAVD 88
 HB0542.geopotential number by the normal gravity value computed on the
 HB0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0542.degrees latitude (g = 980.6199 gals.).
 HB0542
 HB0542.The modeled gravity was interpolated from observed gravity values.
 HB0542
 HB0542;                    North         East    Units  Estimated Accuracy
 HB0542;SPC IL E     -   130,380.      273,860.      MT  (+/- 180 meters Scaled)
 HB0542
 HB0542                          SUPERSEDED SURVEY CONTROL
 HB0542
 HB0542  NGVD 29 (??/??/??)  126.746  (m)          415.83   (f) ADJUSTED    1 2
 HB0542
 HB0542.Superseded values are not recommended for survey control.
 HB0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0542.See file dsdata.txt to determine how the superseded data were derived.
 HB0542
 HB0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG565894(NAD 83)
 HB0542_MARKER: DB = BENCH MARK DISK
 HB0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0542_STAMPING: K 145 1949
 HB0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0542+STABILITY: SURFACE MOTION
 HB0542
 HB0542  HISTORY     - Date     Condition        Report By
 HB0542  HISTORY     - 1949     MONUMENTED       CGS
 HB0542  HISTORY     - 1978     GOOD             ILDT
 HB0542  HISTORY     - 1978     GOOD             ILDT
 HB0542  HISTORY     - 1978     GOOD             ILDT
 HB0542  HISTORY     - 20060301 POOR             ILDT
 HB0542
 HB0542                          STATION DESCRIPTION
 HB0542
 HB0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0542'1.1 MI NW FROM GALATIA.
 HB0542'1.1 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0542'STATION AT GALATIA, BETWEEN THE TRACK AND STATE HIGHWAY 34, 55 FEET
 HB0542'SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVE
 HB0542'NORTH TO A WHITE HOUSE, 44 FEET SOUTH OF THE CENTER LINE OF THE
 HB0542'HIGHWAY, 19 FEET NORTH OF THE NORTH RAIL, 25 FEET SOUTHWEST OF A
 HB0542'HIGHWAY R/W POST, 12 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2
 HB0542'FEET EAST OF A WHITE WOODEN POST, ABOUT 1 FOOT ABOVE THE TRACK AND
 HB0542'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HB0542
 HB0542                          STATION RECOVERY (1978)
 HB0542
 HB0542'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0542'RECOVERED IN GOOD CONDITION.
 HB0542
 HB0542                          STATION RECOVERY (1978)
 HB0542
 HB0542'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0542'RECOVERED IN GOOD CONDITION.
 HB0542
 HB0542                          STATION RECOVERY (1978)
 HB0542
 HB0542'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0542'RECOVERED IN GOOD CONDITION.
 HB0542
 HB0542                          STATION RECOVERY (2006)
 HB0542
 HB0542'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0542'BELIEVED TO BE DISTURBED BECAUSE OF COAL MINE SUBSIDENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0089 ***********************************************************************
 JC0089  DESIGNATION -  K 146
 JC0089  PID         -  JC0089
 JC0089  STATE/COUNTY-  IL/ST CLAIR
 JC0089  USGS QUAD   -  CAHOKIA (1993)
 JC0089
 JC0089                         *CURRENT SURVEY CONTROL
 JC0089  ___________________________________________________________________
 JC0089* NAD 83(1986)-  38 34 12.     (N)    090 11 05.     (W)     SCALED    
 JC0089* NAVD 88     -       124.486  (meters)     408.42   (feet)  ADJUSTED  
 JC0089  ___________________________________________________________________
 JC0089  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JC0089  DYNAMIC HT  -         124.407 (meters)     408.16  (feet)  COMP
 JC0089  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JC0089
 JC0089  VERT ORDER  -  SECOND    CLASS 0
 JC0089
 JC0089.The horizontal coordinates were scaled from a topographic map and have
 JC0089.an estimated accuracy of +/- 6 seconds.
 JC0089
 JC0089.The orthometric height was determined by differential leveling
 JC0089.and adjusted by the National Geodetic Survey in June 1991..
 JC0089
 JC0089.The geoid height was determined by GEOID03.
 JC0089
 JC0089.The dynamic height is computed by dividing the NAVD 88
 JC0089.geopotential number by the normal gravity value computed on the
 JC0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0089.degrees latitude (g = 980.6199 gals.).
 JC0089
 JC0089.The modeled gravity was interpolated from observed gravity values.
 JC0089
 JC0089;                    North         East    Units  Estimated Accuracy
 JC0089;SPC IL W     -   211,240.      698,430.      MT  (+/- 180 meters Scaled)
 JC0089
 JC0089                          SUPERSEDED SURVEY CONTROL
 JC0089
 JC0089  NGVD 29 (??/??/92)  124.638  (m)          408.92   (f) ADJ UNCH    2 0
 JC0089
 JC0089.Superseded values are not recommended for survey control.
 JC0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0089.See file dsdata.txt to determine how the superseded data were derived.
 JC0089
 JC0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC452728(NAD 83)
 JC0089_MARKER: DB = BENCH MARK DISK
 JC0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0089_STAMPING: K 146 1949
 JC0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0089+STABILITY: SURFACE MOTION
 JC0089
 JC0089  HISTORY     - Date     Condition        Report By
 JC0089  HISTORY     - 1949     MONUMENTED       CGS
 JC0089
 JC0089                          STATION DESCRIPTION
 JC0089
 JC0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0089'2.9 MI SW FROM EAST ST LOUIS.
 JC0089'2.45 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0089'CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT EAST ST. LOUIS,
 JC0089'THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 157, AT THE WEST CORNER
 JC0089'OF PARKS COLLEGE AIRPORT, 241 FEET SOUTHWEST OF SOUTH CORNER OF
 JC0089'MAIN HANGAR, 106 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY
 JC0089'NORTHEAST OF HANGAR AND SCHOOL BUILDINGS, 44 FEET NORTHEAST OF
 JC0089'THE CENTER LINE OF HIGHWAY 157, 24 FEET NORTH OF THE NORTHWEST
 JC0089'END OF THE NORTHEAST HEADWALL OF A 2 FOOT CONCRETE CULVERT UNDER
 JC0089'THE HIGHWAY, 12 FEET SOUTHEAST OF A FENCE CORNER, 1.5 FEET
 JC0089'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 JC0089'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JC0089'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0023 ***********************************************************************
 JC0023  DESIGNATION -  K 147
 JC0023  PID         -  JC0023
 JC0023  STATE/COUNTY-  IL/ST CLAIR
 JC0023  USGS QUAD   -  MONKS MOUND (1993)
 JC0023
 JC0023                         *CURRENT SURVEY CONTROL
 JC0023  ___________________________________________________________________
 JC0023* NAD 83(1986)-  38 38 13.     (N)    090 05 23.     (W)     SCALED    
 JC0023* NAVD 88     -       127.227  (meters)     417.41   (feet)  ADJUSTED  
 JC0023  ___________________________________________________________________
 JC0023  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 JC0023  DYNAMIC HT  -         127.146 (meters)     417.14  (feet)  COMP
 JC0023  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 JC0023
 JC0023  VERT ORDER  -  FIRST     CLASS I
 JC0023
 JC0023.The horizontal coordinates were scaled from a topographic map and have
 JC0023.an estimated accuracy of +/- 6 seconds.
 JC0023
 JC0023.The orthometric height was determined by differential leveling
 JC0023.and adjusted by the National Geodetic Survey in June 1991..
 JC0023.WARNING-Repeat measurements at this control monument indicate possible
 JC0023.vertical movement.
 JC0023
 JC0023.The geoid height was determined by GEOID03.
 JC0023
 JC0023.The dynamic height is computed by dividing the NAVD 88
 JC0023.geopotential number by the normal gravity value computed on the
 JC0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0023.degrees latitude (g = 980.6199 gals.).
 JC0023
 JC0023.The modeled gravity was interpolated from observed gravity values.
 JC0023
 JC0023;                    North         East    Units  Estimated Accuracy
 JC0023;SPC IL W     -   218,670.      706,700.      MT  (+/- 180 meters Scaled)
 JC0023
 JC0023                          SUPERSEDED SURVEY CONTROL
 JC0023
 JC0023  NGVD 29 (??/??/92)  127.337  (m)          417.77   (f) ADJ UNCH    1 1
 JC0023
 JC0023.Superseded values are not recommended for survey control.
 JC0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0023.See file dsdata.txt to determine how the superseded data were derived.
 JC0023
 JC0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC533805(NAD 83)
 JC0023_MARKER: DB = BENCH MARK DISK
 JC0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0023_SP_SET: BUILDING
 JC0023_STAMPING: K 147 1949
 JC0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0023
 JC0023  HISTORY     - Date     Condition        Report By
 JC0023  HISTORY     - 1949     MONUMENTED       CGS
 JC0023  HISTORY     - 1969     GOOD             NGS
 JC0023
 JC0023                          STATION DESCRIPTION
 JC0023
 JC0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0023'AT WASHINGTON PARK.
 JC0023'AT WASHINGTON PARK, AT THE INTERSECTION OF FOREST BLVD AND
 JC0023'NORTH 57 TH STREET, SET VERTICALLY IN THE SOUTH FACE OF THE
 JC0023'SOUTHEAST CORNER OF THE CITY HALL BUILDING, 29.7 FEET NORTH
 JC0023'OF THE NORTH CURB OF THE BLVD, 21.1 FEET WEST OF THE SOUTHEAST
 JC0023'CORNER OF THE BUILDING, 1 FOOT ABOVE THE CONCRETE WALL AND 3
 JC0023'FEET ABOVE THE LEVEL OF THE BLVD.  SEC 10, T 2N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0683 ***********************************************************************
 HB0683  DESIGNATION -  K 148
 HB0683  PID         -  HB0683
 HB0683  STATE/COUNTY-  IL/JACKSON
 HB0683  USGS QUAD   -  GORHAM (1994)
 HB0683
 HB0683                         *CURRENT SURVEY CONTROL
 HB0683  ___________________________________________________________________
 HB0683* NAD 83(1986)-  37 44 57.     (N)    089 26 09.     (W)     SCALED    
 HB0683* NAVD 88     -       110.676  (meters)     363.11   (feet)  ADJUSTED  
 HB0683  ___________________________________________________________________
 HB0683  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0683  DYNAMIC HT  -         110.599 (meters)     362.86  (feet)  COMP
 HB0683  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 HB0683
 HB0683  VERT ORDER  -  FIRST     CLASS II
 HB0683
 HB0683.The horizontal coordinates were scaled from a topographic map and have
 HB0683.an estimated accuracy of +/- 6 seconds.
 HB0683
 HB0683.The orthometric height was determined by differential leveling
 HB0683.and adjusted by the National Geodetic Survey in June 1991..
 HB0683
 HB0683.The geoid height was determined by GEOID03.
 HB0683
 HB0683.The dynamic height is computed by dividing the NAVD 88
 HB0683.geopotential number by the normal gravity value computed on the
 HB0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0683.degrees latitude (g = 980.6199 gals.).
 HB0683
 HB0683.The modeled gravity was interpolated from observed gravity values.
 HB0683
 HB0683;                    North         East    Units  Estimated Accuracy
 HB0683;SPC IL W     -   120,380.      764,410.      MT  (+/- 180 meters Scaled)
 HB0683
 HB0683                          SUPERSEDED SURVEY CONTROL
 HB0683
 HB0683  NGVD 29 (??/??/??)  110.775  (m)          363.43   (f) ADJUSTED    1 2
 HB0683
 HB0683.Superseded values are not recommended for survey control.
 HB0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0683.See file dsdata.txt to determine how the superseded data were derived.
 HB0683
 HB0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG853807(NAD 83)
 HB0683_MARKER: DB = BENCH MARK DISK
 HB0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0683_SP_SET: PIER
 HB0683_STAMPING: K 148 1949
 HB0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0683
 HB0683  HISTORY     - Date     Condition        Report By
 HB0683  HISTORY     - 1949     MONUMENTED       CGS
 HB0683
 HB0683                          STATION DESCRIPTION
 HB0683
 HB0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0683'0.7 MI NE FROM SAND RIDGE.
 HB0683'0.7 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0683'STATION AT SAND RIDGE, SET IN THE TOP OF THE EAST END OF THE
 HB0683'NORTH CONCRETE PIER OF RAILROAD BRIDGE GM 92.6 OVER BIG MUDDY
 HB0683'RIVER, 9 FEET EAST OF THE EAST RAIL, 2.5 FEET NORTHEAST OF THE
 HB0683'NORTHEAST PLATE OF STEEL PLATE PART OF BRIDGE, 1.6 FEET SOUTH
 HB0683'OF THE NORTH EDGE OF PIER, 1.6 FEET WEST OF THE EAST EDGE OF THE
 HB0683'PIER AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0401 ***********************************************************************
 LD0401  DESIGNATION -  K 15
 LD0401  PID         -  LD0401
 LD0401  STATE/COUNTY-  IL/ADAMS
 LD0401  USGS QUAD   -  CLAYTON (1981)
 LD0401
 LD0401                         *CURRENT SURVEY CONTROL
 LD0401  ___________________________________________________________________
 LD0401* NAD 83(1986)-  40 01 58.     (N)    090 57 28.     (W)     SCALED    
 LD0401* NAVD 88     -       224.382  (meters)     736.16   (feet)  ADJUSTED  
 LD0401  ___________________________________________________________________
 LD0401  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LD0401  DYNAMIC HT  -         224.264 (meters)     735.77  (feet)  COMP
 LD0401  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 LD0401
 LD0401  VERT ORDER  -  FIRST     CLASS II
 LD0401
 LD0401.The horizontal coordinates were scaled from a topographic map and have
 LD0401.an estimated accuracy of +/- 6 seconds.
 LD0401
 LD0401.The orthometric height was determined by differential leveling
 LD0401.and adjusted by the National Geodetic Survey in June 1991..
 LD0401
 LD0401.The geoid height was determined by GEOID03.
 LD0401
 LD0401.The dynamic height is computed by dividing the NAVD 88
 LD0401.geopotential number by the normal gravity value computed on the
 LD0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0401.degrees latitude (g = 980.6199 gals.).
 LD0401
 LD0401.The modeled gravity was interpolated from observed gravity values.
 LD0401
 LD0401;                    North         East    Units  Estimated Accuracy
 LD0401;SPC IL W     -   373,930.      632,480.      MT  (+/- 180 meters Scaled)
 LD0401
 LD0401                          SUPERSEDED SURVEY CONTROL
 LD0401
 LD0401  NGVD 29 (??/??/92)  224.458  (m)          736.41   (f) ADJ UNCH    1 2
 LD0401
 LD0401.Superseded values are not recommended for survey control.
 LD0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0401.See file dsdata.txt to determine how the superseded data were derived.
 LD0401
 LD0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE742333(NAD 83)
 LD0401_MARKER: DB = BENCH MARK DISK
 LD0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0401_SP_SET: WATER TANK CONCRETE BASE
 LD0401_STAMPING: K 15 1933
 LD0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0401
 LD0401  HISTORY     - Date     Condition        Report By
 LD0401  HISTORY     - 1933     MONUMENTED       CGS
 LD0401  HISTORY     - 1976     GOOD             USGS
 LD0401
 LD0401                          STATION DESCRIPTION
 LD0401
 LD0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LD0401'AT CLAYTON.
 LD0401'AT CLAYTON, ADAMS COUNTY, ON THE WABASH RAILWAY, 130 FEET WEST
 LD0401'OF THE STATION, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE
 LD0401'CONCRETE BASE OF THE WATER TANK.  A STANDARD DISK, STAMPED K 15
 LD0401'1933.
 LD0401
 LD0401                          STATION RECOVERY (1976)
 LD0401
 LD0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LD0401'AT CLAYTON, ADAMS COUNTY, ON THE NORFOLK AND WESTERN RR, ABOUT 500
 LD0401'FT. NW OF A SWITCH IN THE N. PART OF TOWN, 51.8 FT NE. OF THE NE.
 LD0401'COR. OF THE ABC FERTILIZER STORE, 56.8 FT. S AND 31 FT. E. OF T-ST.
 LD0401'N. IN THE CONC. BASE WHICH WAS USED FOR A WATER TANK. A STD. DISK,
 LD0401'STAMPED K 15 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0794 ***********************************************************************
 HB0794  DESIGNATION -  K 150
 HB0794  PID         -  HB0794
 HB0794  STATE/COUNTY-  IL/UNION
 HB0794  USGS QUAD   -  ANNA (1978)
 HB0794
 HB0794                         *CURRENT SURVEY CONTROL
 HB0794  ___________________________________________________________________
 HB0794* NAD 83(1986)-  37 24 46.     (N)    089 12 17.     (W)     SCALED    
 HB0794* NAVD 88     -       151.217  (meters)     496.12   (feet)  ADJUSTED  
 HB0794  ___________________________________________________________________
 HB0794  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0794  DYNAMIC HT  -         151.108 (meters)     495.76  (feet)  COMP
 HB0794  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 HB0794
 HB0794  VERT ORDER  -  FIRST     CLASS I
 HB0794
 HB0794.The horizontal coordinates were scaled from a topographic map and have
 HB0794.an estimated accuracy of +/- 6 seconds.
 HB0794
 HB0794.The orthometric height was determined by differential leveling
 HB0794.and adjusted by the National Geodetic Survey in June 1991..
 HB0794.WARNING-Repeat measurements at this control monument indicate possible
 HB0794.vertical movement.
 HB0794
 HB0794.The geoid height was determined by GEOID03.
 HB0794
 HB0794.The dynamic height is computed by dividing the NAVD 88
 HB0794.geopotential number by the normal gravity value computed on the
 HB0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0794.degrees latitude (g = 980.6199 gals.).
 HB0794
 HB0794.The modeled gravity was interpolated from observed gravity values.
 HB0794
 HB0794;                    North         East    Units  Estimated Accuracy
 HB0794;SPC IL W     -    83,230.      785,160.      MT  (+/- 180 meters Scaled)
 HB0794
 HB0794                          SUPERSEDED SURVEY CONTROL
 HB0794
 HB0794  NGVD 29 (??/??/??)  151.210  (m)          496.09   (f) ADJUSTED    1 1
 HB0794
 HB0794.Superseded values are not recommended for survey control.
 HB0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0794.See file dsdata.txt to determine how the superseded data were derived.
 HB0794
 HB0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG048429(NAD 83)
 HB0794_MARKER: DB = BENCH MARK DISK
 HB0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0794_STAMPING: K 150 1949
 HB0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0794+STABILITY: SURFACE MOTION
 HB0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0794+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 HB0794
 HB0794  HISTORY     - Date     Condition        Report By
 HB0794  HISTORY     - 1949     MONUMENTED       CGS
 HB0794  HISTORY     - 1969     GOOD             CGS
 HB0794  HISTORY     - 20020828 GOOD             USACE
 HB0794
 HB0794                          STATION DESCRIPTION
 HB0794
 HB0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0794'4.4 MI SE FROM ANNA.
 HB0794'ABOUT 4.4 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0794'FROM THE STATION AT ANNA, 14 RAILS EAST OF MILEPOST 333, 0.15 MILE
 HB0794'WEST OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 75 FEET
 HB0794'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 32 FEET NORTH OF THE
 HB0794'CENTER LINE OF A GRAVELED ROAD, 176 FEET SOUTHEAST AND ACROSS THE
 HB0794'TRACKS FROM SEMAPHORE SIGNAL NUMBER 333.2, 67 1/2 FEET NORTH AND
 HB0794'ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A FRAME HOUSE, 3 1/2
 HB0794'FEET SOUTHWEST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE,
 HB0794'1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 HB0794'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 HB0794'LEVEL WITH THE SURFACE OF THE GROUND.  SEC 3, T13S, R1W
 HB0794
 HB0794                          STATION RECOVERY (2002)
 HB0794
 HB0794'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1463 ***********************************************************************
 JB1463  DESIGNATION -  K 151
 JB1463  PID         -  JB1463
 JB1463  STATE/COUNTY-  IL/ST CLAIR
 JB1463  USGS QUAD   -  LEBANON (1991)
 JB1463
 JB1463                         *CURRENT SURVEY CONTROL
 JB1463  ___________________________________________________________________
 JB1463* NAD 83(1986)-  38 35 36.     (N)    089 48 25.     (W)     SCALED    
 JB1463* NAVD 88     -       134.175  (meters)     440.21   (feet)  ADJUSTED  
 JB1463  ___________________________________________________________________
 JB1463  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB1463  DYNAMIC HT  -         134.092 (meters)     439.93  (feet)  COMP
 JB1463  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 JB1463
 JB1463  VERT ORDER  -  FIRST     CLASS II
 JB1463
 JB1463.The horizontal coordinates were scaled from a topographic map and have
 JB1463.an estimated accuracy of +/- 6 seconds.
 JB1463
 JB1463.The orthometric height was determined by differential leveling
 JB1463.and adjusted by the National Geodetic Survey in July 2002..
 JB1463
 JB1463.The geoid height was determined by GEOID03.
 JB1463
 JB1463.The dynamic height is computed by dividing the NAVD 88
 JB1463.geopotential number by the normal gravity value computed on the
 JB1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1463.degrees latitude (g = 980.6199 gals.).
 JB1463
 JB1463.The modeled gravity was interpolated from observed gravity values.
 JB1463
 JB1463;                    North         East    Units  Estimated Accuracy
 JB1463;SPC IL W     -   213,890.      731,340.      MT  (+/- 180 meters Scaled)
 JB1463
 JB1463                          SUPERSEDED SURVEY CONTROL
 JB1463
 JB1463  NAVD 88 (06/15/91)  134.167  (m)          440.18   (f) UNKNOWN     1 2
 JB1463  NGVD 29 (??/??/92)  134.285  (m)          440.57   (f) ADJ UNCH    1 2
 JB1463
 JB1463.Superseded values are not recommended for survey control.
 JB1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1463.See file dsdata.txt to determine how the superseded data were derived.
 JB1463
 JB1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH555753(NAD 83)
 JB1463_MARKER: DB = BENCH MARK DISK
 JB1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1463_STAMPING: K 151 1949
 JB1463_MARK LOGO: CGS   
 JB1463_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1463+STABILITY: SURFACE MOTION
 JB1463
 JB1463  HISTORY     - Date     Condition        Report By
 JB1463  HISTORY     - 1949     MONUMENTED       CGS
 JB1463  HISTORY     - 1969     GOOD             NGS
 JB1463  HISTORY     - 19960605 GOOD             NGS
 JB1463
 JB1463                          STATION DESCRIPTION
 JB1463
 JB1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1463'AT LEBANON.
 JB1463'AT LEBANON, ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 4 FROM THE
 JB1463'CROSSING OF THE BALTIMORE AND OHIO RAILROAD, ABOUT 1.0 MILE
 JB1463'SOUTHWEST ALONG U.S. HIGHWAY 50 AND STATE HIGHWAY 4 FROM THE
 JB1463'LEBANON POST OFFICE, 205 FEET SOUTH OF THE CENTER OF THE JUNCTION
 JB1463'OF STATE HIGHWAY 4 AND SOUTH STREET, 33 FEET EAST OF THE CENTER
 JB1463'LINE OF THE HIGHWAY, 22.5 FEET SOUTHEAST OF THE SOUTH END OF
 JB1463'A 12-INCH PIPE CULVERT UNDER A DIRT DRIVEWAY LEADING EAST TO A
 JB1463'JUNK YARD, 17 FEET SOUTHEAST OF A 24 INCH ELM TREE, 1.2 FEET
 JB1463'NORTH OF A METAL WITNESS POST, 1 1/2 FEET ABOVE THE LEVEL OF THE
 JB1463'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JB1463'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 30, T 2N, R 6W.
 JB1463
 JB1463                          STATION RECOVERY (1996)
 JB1463
 JB1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 JB1463'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0904 ***********************************************************************
 JB0904  DESIGNATION -  K 152
 JB0904  PID         -  JB0904
 JB0904  STATE/COUNTY-  IL/CLINTON
 JB0904  USGS QUAD   -  BECKEMEYER (1969)
 JB0904
 JB0904                         *CURRENT SURVEY CONTROL
 JB0904  ___________________________________________________________________
 JB0904* NAD 83(1986)-  38 36 16.     (N)    089 29 33.     (W)     SCALED    
 JB0904* NAVD 88     -       133.842  (meters)     439.11   (feet)  ADJUSTED  
 JB0904  ___________________________________________________________________
 JB0904  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JB0904  DYNAMIC HT  -         133.757 (meters)     438.83  (feet)  COMP
 JB0904  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 JB0904
 JB0904  VERT ORDER  -  FIRST     CLASS I
 JB0904
 JB0904.The horizontal coordinates were scaled from a topographic map and have
 JB0904.an estimated accuracy of +/- 6 seconds.
 JB0904
 JB0904.The orthometric height was determined by differential leveling
 JB0904.and adjusted by the National Geodetic Survey in June 1991..
 JB0904.WARNING-Repeat measurements at this control monument indicate possible
 JB0904.vertical movement.
 JB0904
 JB0904.The geoid height was determined by GEOID03.
 JB0904
 JB0904.The dynamic height is computed by dividing the NAVD 88
 JB0904.geopotential number by the normal gravity value computed on the
 JB0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0904.degrees latitude (g = 980.6199 gals.).
 JB0904
 JB0904.The modeled gravity was interpolated from observed gravity values.
 JB0904
 JB0904;                    North         East    Units  Estimated Accuracy
 JB0904;SPC IL W     -   215,280.      758,720.      MT  (+/- 180 meters Scaled)
 JB0904
 JB0904                          SUPERSEDED SURVEY CONTROL
 JB0904
 JB0904  NGVD 29 (??/??/92)  133.957  (m)          439.49   (f) ADJ UNCH    1 1
 JB0904
 JB0904.Superseded values are not recommended for survey control.
 JB0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0904.See file dsdata.txt to determine how the superseded data were derived.
 JB0904
 JB0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH829758(NAD 83)
 JB0904_MARKER: DB = BENCH MARK DISK
 JB0904_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0904_SP_SET: BRIDGE
 JB0904_STAMPING: K 152 1949
 JB0904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0904
 JB0904  HISTORY     - Date     Condition        Report By
 JB0904  HISTORY     - 1949     MONUMENTED       CGS
 JB0904  HISTORY     - 1969     GOOD             NGS
 JB0904
 JB0904                          STATION DESCRIPTION
 JB0904
 JB0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0904'1.9 MI E FROM BREEZE.
 JB0904'ABOUT 1.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0904'THE STATION AT BREEZE, NEAR MILEPOLE 297-19, SET IN THE TOP OF
 JB0904'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE STEEL BRIDGE
 JB0904'OVER SHOAL CREEK, 5.8 FEET NORTH OF THE NORTH RAIL AND 1 1/2
 JB0904'FEET BELOW THE LEVEL OF THE TRACK.  SEC 24, T 2 N, R 4 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0043 ***********************************************************************
 JB0043  DESIGNATION -  K 153
 JB0043  PID         -  JB0043
 JB0043  STATE/COUNTY-  IL/RICHLAND
 JB0043  USGS QUAD   -  NOBLE (1971)
 JB0043
 JB0043                         *CURRENT SURVEY CONTROL
 JB0043  ___________________________________________________________________
 JB0043* NAD 83(1986)-  38 42 24.     (N)    088 10 03.     (W)     SCALED    
 JB0043* NAVD 88     -       139.148  (meters)     456.52   (feet)  ADJUSTED  
 JB0043  ___________________________________________________________________
 JB0043  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JB0043  DYNAMIC HT  -         139.063 (meters)     456.24  (feet)  COMP
 JB0043  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 JB0043
 JB0043  VERT ORDER  -  FIRST     CLASS II
 JB0043
 JB0043.The horizontal coordinates were scaled from a topographic map and have
 JB0043.an estimated accuracy of +/- 6 seconds.
 JB0043
 JB0043.The orthometric height was determined by differential leveling
 JB0043.and adjusted by the National Geodetic Survey in June 1991..
 JB0043
 JB0043.The geoid height was determined by GEOID03.
 JB0043
 JB0043.The dynamic height is computed by dividing the NAVD 88
 JB0043.geopotential number by the normal gravity value computed on the
 JB0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0043.degrees latitude (g = 980.6199 gals.).
 JB0043
 JB0043.The modeled gravity was interpolated from observed gravity values.
 JB0043
 JB0043;                    North         East    Units  Estimated Accuracy
 JB0043;SPC IL E     -   226,430.      314,420.      MT  (+/- 180 meters Scaled)
 JB0043
 JB0043                          SUPERSEDED SURVEY CONTROL
 JB0043
 JB0043  NGVD 29 (??/??/92)  139.256  (m)          456.88   (f) ADJ UNCH    1 2
 JB0043
 JB0043.Superseded values are not recommended for survey control.
 JB0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0043.See file dsdata.txt to determine how the superseded data were derived.
 JB0043
 JB0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH984848(NAD 83)
 JB0043_MARKER: DB = BENCH MARK DISK
 JB0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0043_SP_SET: CONCRETE POST
 JB0043_STAMPING: K 153 1949
 JB0043_MARK LOGO: CGS   
 JB0043_PROJECTION: PROJECTING 5 CENTIMETERS
 JB0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0043+STABILITY: SURFACE MOTION
 JB0043
 JB0043  HISTORY     - Date     Condition        Report By
 JB0043  HISTORY     - 1949     MONUMENTED       CGS
 JB0043  HISTORY     - 1986     GOOD             NGS
 JB0043
 JB0043                          STATION DESCRIPTION
 JB0043
 JB0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0043'3 MI E FROM NOBLE.
 JB0043'3.05 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0043'STATION AT NOBLE, ABOUT 0.1 MILE EAST OF MILE POST C 225, IN THE
 JB0043'SOUTHWEST QUARTER OF A ROAD CROSSING, 43.5 FEET SOUTH OF THE
 JB0043'SOUTH RAIL, 39 FEET WEST OF THE CENTER LINE OF THE ROAD, 10.5
 JB0043'FEET NORTHWEST OF A FENCE CORNER, 9 FEET NORTH OF THE R/W FENCE,
 JB0043'5.5 FEET EAST OF POLE 224/36 AND IN LINE WITH POLES, 2 FEET WEST
 JB0043'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 JB0043'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JB0043'INCHES.
 JB0043
 JB0043                          STATION RECOVERY (1986)
 JB0043
 JB0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0043'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM (0.75
 JB0043'MI) SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION WITH THE CHESSIE
 JB0043'SYSTEM RAILROAD IN OLNEY, THENCE 6.6 KM (4.1 MI) WESTERLY ALONG U.S.
 JB0043'HIGHWAY 50, THENCE 0.4 KM (0.25 MI) NORTH ALONG COUNTY ROAD 700 E,
 JB0043'13.3 M (43.6 FT) SOUTH OF THE NEAR RAIL OF THE CHESSIE SYSTEM
 JB0043'RAILROAD, 11.9 M (39.0 FT) WEST OF THE CENTER OF THE ROAD, 3.2 M (10.5
 JB0043'FT) NORTHWEST OF A FENCE CORNER, AND 1.7 M (5.6 FT) EAST OF A UTILITY
 JB0043'POLE.
 JB0043'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 JB0043'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0867 ***********************************************************************
 JB0867  DESIGNATION -  K 154
 JB0867  PID         -  JB0867
 JB0867  STATE/COUNTY-  IL/CLINTON
 JB0867  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0867
 JB0867                         *CURRENT SURVEY CONTROL
 JB0867  ___________________________________________________________________
 JB0867* NAD 83(1986)-  38 36 41.     (N)    089 09 00.     (W)     SCALED    
 JB0867* NAVD 88     -       152.865  (meters)     501.52   (feet)  ADJUSTED  
 JB0867  ___________________________________________________________________
 JB0867  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 JB0867  DYNAMIC HT  -         152.768 (meters)     501.21  (feet)  COMP
 JB0867  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 JB0867
 JB0867  VERT ORDER  -  FIRST     CLASS I
 JB0867
 JB0867.The horizontal coordinates were scaled from a topographic map and have
 JB0867.an estimated accuracy of +/- 6 seconds.
 JB0867
 JB0867.The orthometric height was determined by differential leveling
 JB0867.and adjusted by the National Geodetic Survey in June 1991..
 JB0867
 JB0867.The geoid height was determined by GEOID03.
 JB0867
 JB0867.The dynamic height is computed by dividing the NAVD 88
 JB0867.geopotential number by the normal gravity value computed on the
 JB0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0867.degrees latitude (g = 980.6199 gals.).
 JB0867
 JB0867.The modeled gravity was interpolated from observed gravity values.
 JB0867
 JB0867;                    North         East    Units  Estimated Accuracy
 JB0867;SPC IL W     -   216,320.      788,550.      MT  (+/- 180 meters Scaled)
 JB0867
 JB0867                          SUPERSEDED SURVEY CONTROL
 JB0867
 JB0867  NGVD 29 (??/??/92)  152.993  (m)          501.94   (f) ADJ UNCH    1 1
 JB0867
 JB0867.Superseded values are not recommended for survey control.
 JB0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0867.See file dsdata.txt to determine how the superseded data were derived.
 JB0867
 JB0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH128758(NAD 83)
 JB0867_MARKER: DB = BENCH MARK DISK
 JB0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0867_STAMPING: K 154 1949
 JB0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0867+STABILITY: SURFACE MOTION
 JB0867
 JB0867  HISTORY     - Date     Condition        Report By
 JB0867  HISTORY     - 1949     MONUMENTED       CGS
 JB0867  HISTORY     - 1969     GOOD             NGS
 JB0867
 JB0867                          STATION DESCRIPTION
 JB0867
 JB0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0867'1.6 MI W FROM SANDOVAL.
 JB0867'ABOUT 1.65 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0867'THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT SANDOVAL, 99
 JB0867'FEET NORTH OF AND ACROSS THE TRACK FROM MILEPOST 278-35, 49 FEET
 JB0867'NORTHWEST OF THE CENTER OF A BLACK TOP ROAD CROSSING, 42.4 FEET
 JB0867'NORTH OF THE NORTH RAIL, 23 FEET WEST OF THE CENTER LINE OF THE
 JB0867'ROAD, 1 FOOT NORTHWEST OF A FENCE CORNER, 1.9 FEET NORTHEAST OF
 JB0867'A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE TRACK AND
 JB0867'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 JB0867'LEVEL OF THE GROUND.  SEC 13, T2N, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0611 ***********************************************************************
 JB0611  DESIGNATION -  K 155
 JB0611  PID         -  JB0611
 JB0611  STATE/COUNTY-  IL/MARION
 JB0611  USGS QUAD   -  SALEM SOUTH (1978)
 JB0611
 JB0611                         *CURRENT SURVEY CONTROL
 JB0611  ___________________________________________________________________
 JB0611* NAD 83(1986)-  38 37 21.     (N)    088 56 56.     (W)     SCALED    
 JB0611* NAVD 88     -       163.141  (meters)     535.24   (feet)  ADJUSTED  
 JB0611  ___________________________________________________________________
 JB0611  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 JB0611  DYNAMIC HT  -         163.037 (meters)     534.90  (feet)  COMP
 JB0611  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 JB0611
 JB0611  VERT ORDER  -  FIRST     CLASS II
 JB0611
 JB0611.The horizontal coordinates were scaled from a topographic map and have
 JB0611.an estimated accuracy of +/- 6 seconds.
 JB0611
 JB0611.The orthometric height was determined by differential leveling
 JB0611.and adjusted by the National Geodetic Survey in June 1991..
 JB0611.WARNING-Repeat measurements at this control monument indicate possible
 JB0611.vertical movement.
 JB0611
 JB0611.The geoid height was determined by GEOID03.
 JB0611
 JB0611.The dynamic height is computed by dividing the NAVD 88
 JB0611.geopotential number by the normal gravity value computed on the
 JB0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0611.degrees latitude (g = 980.6199 gals.).
 JB0611
 JB0611.The modeled gravity was interpolated from observed gravity values.
 JB0611
 JB0611;                    North         East    Units  Estimated Accuracy
 JB0611;SPC IL E     -   217,250.      246,400.      MT  (+/- 180 meters Scaled)
 JB0611
 JB0611                          SUPERSEDED SURVEY CONTROL
 JB0611
 JB0611  NGVD 29 (??/??/92)  163.24   (m)          535.6    (f) COMPUTED    1 2
 JB0611
 JB0611.Superseded values are not recommended for survey control.
 JB0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0611.See file dsdata.txt to determine how the superseded data were derived.
 JB0611
 JB0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH303766(NAD 83)
 JB0611_MARKER: DB = BENCH MARK DISK
 JB0611_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JB0611+WITH SETTING: PAVEMENT
 JB0611_SP_SET: FOUNDATION
 JB0611_STAMPING: K 155 1949
 JB0611_MARK LOGO: CGS   
 JB0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0611+STABILITY: SURFACE MOTION
 JB0611
 JB0611  HISTORY     - Date     Condition        Report By
 JB0611  HISTORY     - 1949     MONUMENTED       CGS
 JB0611  HISTORY     - 1986     GOOD             NGS
 JB0611
 JB0611                          STATION DESCRIPTION
 JB0611
 JB0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0611'AT SALEM.
 JB0611'AT SALEM, ABOUT 0.15 MILE WEST OF THE BALTIMORE AND OHIO RAILROAD
 JB0611'STATION, IN THE NORTHEAST QUARTER OF SOUTH COLLEGE STREET CROSSING
 JB0611'SET IN THE TOP OF THE SOUTHWEST LEG FOUNDATION OF BROWN SHOE
 JB0611'COMPANY WATER TANK, 3 FEET EAST OF THE EAST EDGE OF THE SIDEWALK,
 JB0611'AT TELEPHONE POLE 267/39 AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 JB0611'MAIN TRACK.
 JB0611
 JB0611                          STATION RECOVERY (1986)
 JB0611
 JB0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0611'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SALEM, AT
 JB0611'THE INTERSECTION OF SOUTH COLLEGE AVENUE AND WEST MITCHELL STREET, IN
 JB0611'TOP OF THE SOUTH CORNER OF THE FOUNDATION OF THE SOUTHWEST LEG OF A
 JB0611'WATER TOWER, 36.4 M (119.4 FT) EAST OF THE CENTER OF THE AVENUE,
 JB0611'29.5 M (96.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A 3-STORY
 JB0611'BRICK BUILDING, 20.7 M (67.9 FT) NORTH OF THE CENTER OF THE STREET,
 JB0611'AND 1.0 M (3.3 FT) EAST OF THE EAST EDGE OF A SIDEWALK.
 JB0611'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0852 ***********************************************************************
 HB0852  DESIGNATION -  K 156
 HB0852  PID         -  HB0852
 HB0852  STATE/COUNTY-  IL/ALEXANDER
 HB0852  USGS QUAD   -  CAIRO (1993)
 HB0852
 HB0852                         *CURRENT SURVEY CONTROL
 HB0852  ___________________________________________________________________
 HB0852* NAD 83(1986)-  37 03 41.     (N)    089 13 20.     (W)     SCALED    
 HB0852* NAVD 88     -        97.296  (meters)     319.21   (feet)  ADJUSTED  
 HB0852  ___________________________________________________________________
 HB0852  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0852  DYNAMIC HT  -          97.225 (meters)     318.98  (feet)  COMP
 HB0852  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 HB0852
 HB0852  VERT ORDER  -  FIRST     CLASS II
 HB0852
 HB0852.This mark is at Cairo Airport (CIR)
 HB0852
 HB0852.The horizontal coordinates were scaled from a topographic map and have
 HB0852.an estimated accuracy of +/- 6 seconds.
 HB0852
 HB0852.The orthometric height was determined by differential leveling
 HB0852.and adjusted by the National Geodetic Survey in June 1991..
 HB0852
 HB0852.The geoid height was determined by GEOID03.
 HB0852
 HB0852.The dynamic height is computed by dividing the NAVD 88
 HB0852.geopotential number by the normal gravity value computed on the
 HB0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0852.degrees latitude (g = 980.6199 gals.).
 HB0852
 HB0852.The modeled gravity was interpolated from observed gravity values.
 HB0852
 HB0852;                    North         East    Units  Estimated Accuracy
 HB0852;SPC IL W     -    44,220.      784,000.      MT  (+/- 180 meters Scaled)
 HB0852
 HB0852                          SUPERSEDED SURVEY CONTROL
 HB0852
 HB0852  NGVD 29 (??/??/??)   97.188  (m)          318.86   (f) ADJUSTED    1 2
 HB0852
 HB0852.Superseded values are not recommended for survey control.
 HB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0852.See file dsdata.txt to determine how the superseded data were derived.
 HB0852
 HB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG024039(NAD 83)
 HB0852_MARKER: DB = BENCH MARK DISK
 HB0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0852_STAMPING: K 156 1954
 HB0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0852+STABILITY: SURFACE MOTION
 HB0852
 HB0852  HISTORY     - Date     Condition        Report By
 HB0852  HISTORY     - 1954     MONUMENTED       CGS
 HB0852  HISTORY     - 1969     GOOD             CGS
 HB0852  HISTORY     - 1976     GOOD             ILDT
 HB0852  HISTORY     - 1976     GOOD             ILDT
 HB0852  HISTORY     - 1976     GOOD             ILDT
 HB0852  HISTORY     - 20020830 MARK NOT FOUND   USACE
 HB0852
 HB0852                          STATION DESCRIPTION
 HB0852
 HB0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0852'6 MI NW FROM CAIRO.
 HB0852'ABOUT 2.9 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0852'AND COURTHOUSE AT CAIRO, THENCE 2.8 MILES NORTHWEST ALONG STATE
 HB0852'HIGHWAY 3, THENCE 0.3 MILE NORTHEAST ALONG A PAVED ROAD TO THE
 HB0852'CAIRO MUNICIPAL AIRPORT, 121 FEET NORTH OF THE NORTHEAST CORNER
 HB0852'OF THE AIRPORT OFFICE BUILDING, 13 1/2 FEET SOUTHWEST OF THE
 HB0852'CENTER OF A GATE, 6 FEET WEST OF A FENCE, 2.2 FEET SOUTH OF A
 HB0852'CONCRETE CURB, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 HB0852'LEVEL WITH THE SURFACE OF THE GROUND.  SEC 4, T 17 S, R 1 W.
 HB0852
 HB0852                          STATION RECOVERY (1976)
 HB0852
 HB0852'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0852'RECOVERED IN GOOD CONDITION.
 HB0852
 HB0852                          STATION RECOVERY (1976)
 HB0852
 HB0852'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0852'RECOVERED IN GOOD CONDITION.
 HB0852
 HB0852                          STATION RECOVERY (1976)
 HB0852
 HB0852'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0852'RECOVERED IN GOOD CONDITION.
 HB0852
 HB0852                          STATION RECOVERY (2002)
 HB0852
 HB0852'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0815 ***********************************************************************
 HB0815  DESIGNATION -  K 157
 HB0815  PID         -  HB0815
 HB0815  STATE/COUNTY-  IL/PULASKI
 HB0815  USGS QUAD   -  DONGOLA (1996)
 HB0815
 HB0815                         *CURRENT SURVEY CONTROL
 HB0815  ___________________________________________________________________
 HB0815* NAD 83(1986)-  37 17 28.     (N)    089 10 37.     (W)     SCALED    
 HB0815* NAVD 88     -       103.028  (meters)     338.02   (feet)  ADJUSTED  
 HB0815  ___________________________________________________________________
 HB0815  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HB0815  DYNAMIC HT  -         102.955 (meters)     337.78  (feet)  COMP
 HB0815  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 HB0815
 HB0815  VERT ORDER  -  FIRST     CLASS I
 HB0815
 HB0815.The horizontal coordinates were scaled from a topographic map and have
 HB0815.an estimated accuracy of +/- 6 seconds.
 HB0815
 HB0815.The orthometric height was determined by differential leveling
 HB0815.and adjusted by the National Geodetic Survey in June 1991..
 HB0815.WARNING-Repeat measurements at this control monument indicate possible
 HB0815.vertical movement.
 HB0815
 HB0815.The geoid height was determined by GEOID03.
 HB0815
 HB0815.The dynamic height is computed by dividing the NAVD 88
 HB0815.geopotential number by the normal gravity value computed on the
 HB0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0815.degrees latitude (g = 980.6199 gals.).
 HB0815
 HB0815.The modeled gravity was interpolated from observed gravity values.
 HB0815
 HB0815;                    North         East    Units  Estimated Accuracy
 HB0815;SPC IL W     -    69,750.      787,760.      MT  (+/- 180 meters Scaled)
 HB0815
 HB0815                          SUPERSEDED SURVEY CONTROL
 HB0815
 HB0815  NGVD 29 (??/??/??)  102.984  (m)          337.87   (f) ADJUSTED    1 1
 HB0815
 HB0815.Superseded values are not recommended for survey control.
 HB0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0815.See file dsdata.txt to determine how the superseded data were derived.
 HB0815
 HB0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG070293(NAD 83)
 HB0815_MARKER: DB = BENCH MARK DISK
 HB0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0815_STAMPING: K 157 1954
 HB0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0815+STABILITY: SURFACE MOTION
 HB0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0815+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HB0815
 HB0815  HISTORY     - Date     Condition        Report By
 HB0815  HISTORY     - 1954     MONUMENTED       CGS
 HB0815  HISTORY     - 1969     GOOD             CGS
 HB0815  HISTORY     - 20020827 GOOD             USACE
 HB0815
 HB0815                          STATION DESCRIPTION
 HB0815
 HB0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0815'1.1 MI N FROM ULLIN.
 HB0815'ABOUT 1.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0815'THE POST OFFICE AT ULLIN, 0.5 MILE SOUTHEAST OF MILEPOST 343,
 HB0815'135 FEET NORTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 HB0815'AND A GRAVELED ROAD WHICH LEADS TO A STONE QUARRY, 90 1/2 FEET
 HB0815'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 112
 HB0815'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHWEST
 HB0815'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 HB0815'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HB0815'3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 14, T14S, R1W.
 HB0815
 HB0815                          STATION RECOVERY (2002)
 HB0815
 HB0815'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0815'GRAVEL ROAD CROSSING IS EGYPTIAN TRAIL RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0655 ***********************************************************************
 HB0655  DESIGNATION -  K 158
 HB0655  PID         -  HB0655
 HB0655  STATE/COUNTY-  IL/JACKSON
 HB0655  USGS QUAD   -  CARBONDALE (1996)
 HB0655
 HB0655                         *CURRENT SURVEY CONTROL
 HB0655  ___________________________________________________________________
 HB0655* NAD 83(1986)-  37 38 49.     (N)    089 13 08.     (W)     SCALED    
 HB0655* NAVD 88     -       129.238  (meters)     424.01   (feet)  ADJUSTED  
 HB0655  ___________________________________________________________________
 HB0655  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 HB0655  DYNAMIC HT  -         129.147 (meters)     423.71  (feet)  COMP
 HB0655  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 HB0655
 HB0655  VERT ORDER  -  FIRST     CLASS I
 HB0655
 HB0655.The horizontal coordinates were scaled from a topographic map and have
 HB0655.an estimated accuracy of +/- 6 seconds.
 HB0655
 HB0655.The orthometric height was determined by differential leveling
 HB0655.and adjusted by the National Geodetic Survey in June 1991..
 HB0655
 HB0655.The geoid height was determined by GEOID03.
 HB0655
 HB0655.The dynamic height is computed by dividing the NAVD 88
 HB0655.geopotential number by the normal gravity value computed on the
 HB0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0655.degrees latitude (g = 980.6199 gals.).
 HB0655
 HB0655.The modeled gravity was interpolated from observed gravity values.
 HB0655
 HB0655;                    North         East    Units  Estimated Accuracy
 HB0655;SPC IL W     -   109,210.      783,640.      MT  (+/- 180 meters Scaled)
 HB0655
 HB0655                          SUPERSEDED SURVEY CONTROL
 HB0655
 HB0655  NGVD 29 (??/??/??)  129.296  (m)          424.20   (f) ADJUSTED    1 1
 HB0655
 HB0655.Superseded values are not recommended for survey control.
 HB0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0655.See file dsdata.txt to determine how the superseded data were derived.
 HB0655
 HB0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG042689(NAD 83)
 HB0655_MARKER: DB = BENCH MARK DISK
 HB0655_SETTING: 66 = SET IN ROCK OUTCROP
 HB0655_SP_SET: OVERHANGING ROCK
 HB0655_STAMPING: K 158 1954
 HB0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0655+STABILITY: POSITION/ELEVATION WELL
 HB0655
 HB0655  HISTORY     - Date     Condition        Report By
 HB0655  HISTORY     - 1954     MONUMENTED       CGS
 HB0655  HISTORY     - 1969     GOOD             CGS
 HB0655
 HB0655                          STATION DESCRIPTION
 HB0655
 HB0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0655'2.2 MI N FROM MAKANDA.
 HB0655'ABOUT 2.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0655'THE STATION AT MAKANDA, 8 RAILS NORTHWEST OF MILEPOST 314, 12 1/2
 HB0655'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, SET
 HB0655'VERTICALLY IN THE EAST FACE OF AN OVERHANGING ROCK WHICH IS
 HB0655'LOCALLY KNOWN AS HANGING ROCK, ABOUT 4 FEET ABOVE THE BOTTOM OF
 HB0655'A DITCH, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.  SEC 16,
 HB0655'T 10 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1854 ***********************************************************************
 LB1854  DESIGNATION -  K 16
 LB1854  PID         -  LB1854
 LB1854  STATE/COUNTY-  IL/VERMILION
 LB1854  USGS QUAD   -  DANVILLE NE (1978)
 LB1854
 LB1854                         *CURRENT SURVEY CONTROL
 LB1854  ___________________________________________________________________
 LB1854* NAD 83(1986)-  40 10 31.     (N)    087 36 46.     (W)     SCALED    
 LB1854* NAVD 88     -       193.859  (meters)     636.02   (feet)  ADJUSTED  
 LB1854  ___________________________________________________________________
 LB1854  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LB1854  DYNAMIC HT  -         193.763 (meters)     635.70  (feet)  COMP
 LB1854  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 LB1854
 LB1854  VERT ORDER  -  FIRST     CLASS II
 LB1854
 LB1854.The horizontal coordinates were scaled from a topographic map and have
 LB1854.an estimated accuracy of +/- 6 seconds.
 LB1854
 LB1854.The orthometric height was determined by differential leveling
 LB1854.and adjusted by the National Geodetic Survey in June 1991..
 LB1854
 LB1854.The geoid height was determined by GEOID03.
 LB1854
 LB1854.The dynamic height is computed by dividing the NAVD 88
 LB1854.geopotential number by the normal gravity value computed on the
 LB1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1854.degrees latitude (g = 980.6199 gals.).
 LB1854
 LB1854.The modeled gravity was interpolated from observed gravity values.
 LB1854
 LB1854;                    North         East    Units  Estimated Accuracy
 LB1854;SPC IL E     -   389,710.      361,370.      MT  (+/- 180 meters Scaled)
 LB1854
 LB1854                          SUPERSEDED SURVEY CONTROL
 LB1854
 LB1854  NGVD 29 (??/??/92)  193.901  (m)          636.16   (f) ADJ UNCH    1 2
 LB1854
 LB1854.Superseded values are not recommended for survey control.
 LB1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1854.See file dsdata.txt to determine how the superseded data were derived.
 LB1854
 LB1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK478473(NAD 83)
 LB1854_MARKER: DB = BENCH MARK DISK
 LB1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1854_STAMPING: K 16 1934
 LB1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1854+STABILITY: SURFACE MOTION
 LB1854
 LB1854  HISTORY     - Date     Condition        Report By
 LB1854  HISTORY     - 1934     MONUMENTED       CGS
 LB1854  HISTORY     - 1935     GOOD             NGS
 LB1854
 LB1854                          STATION DESCRIPTION
 LB1854
 LB1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LB1854'3.2 MI NE FROM DANVILLE.
 LB1854'3.2 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LB1854'STATION AT DANVILLE, VERMILION COUNTY, 42 FEET NORTH OF A DIRT-ROAD
 LB1854'CROSSING, 41 FEET WEST OF THE WEST RAIL OF THE SOUTHBOUND TRACK,
 LB1854'AND ABOUT 5 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 LB1854'K 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1299 ***********************************************************************
 LC1299  DESIGNATION -  K 161
 LC1299  PID         -  LC1299
 LC1299  STATE/COUNTY-  IL/TAZEWELL
 LC1299  USGS QUAD   -  PEKIN (1996)
 LC1299
 LC1299                         *CURRENT SURVEY CONTROL
 LC1299  ___________________________________________________________________
 LC1299* NAD 83(1986)-  40 30 55.     (N)    089 38 41.     (W)     SCALED    
 LC1299* NAVD 88     -       148.965  (meters)     488.73   (feet)  ADJUSTED  
 LC1299  ___________________________________________________________________
 LC1299  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LC1299  DYNAMIC HT  -         148.894 (meters)     488.50  (feet)  COMP
 LC1299  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 LC1299
 LC1299  VERT ORDER  -  SECOND    CLASS 0
 LC1299
 LC1299.The horizontal coordinates were scaled from a topographic map and have
 LC1299.an estimated accuracy of +/- 6 seconds.
 LC1299
 LC1299.The orthometric height was determined by differential leveling
 LC1299.and adjusted by the National Geodetic Survey in June 1991..
 LC1299
 LC1299.The geoid height was determined by GEOID03.
 LC1299
 LC1299.The dynamic height is computed by dividing the NAVD 88
 LC1299.geopotential number by the normal gravity value computed on the
 LC1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1299.degrees latitude (g = 980.6199 gals.).
 LC1299
 LC1299.The modeled gravity was interpolated from observed gravity values.
 LC1299
 LC1299;                    North         East    Units  Estimated Accuracy
 LC1299;SPC IL W     -   427,330.      744,230.      MT  (+/- 180 meters Scaled)
 LC1299
 LC1299                          SUPERSEDED SURVEY CONTROL
 LC1299
 LC1299  NGVD 29 (??/??/92)  149.068  (m)          489.07   (f) ADJ UNCH    2 0
 LC1299
 LC1299.Superseded values are not recommended for survey control.
 LC1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1299.See file dsdata.txt to determine how the superseded data were derived.
 LC1299
 LC1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK759883(NAD 83)
 LC1299_MARKER: DB = BENCH MARK DISK
 LC1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1299_SP_SET: BRIDGE
 LC1299_STAMPING: K 161 1954
 LC1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1299
 LC1299  HISTORY     - Date     Condition        Report By
 LC1299  HISTORY     - 1954     MONUMENTED       CGS
 LC1299  HISTORY     - 1977     GOOD             LOCENG
 LC1299
 LC1299                          STATION DESCRIPTION
 LC1299
 LC1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1299'2 MI NW FROM SOUTH PEKIN.
 LC1299'ABOUT 1.4 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 LC1299'FROM THE STATION AT SOUTH PEKIN, THENCE 0.55 MILE WEST ALONG A
 LC1299'GRAVEL ROAD, IN THE TOP OF THE NORTHWEST WINGWALL OF THE SOUTHWEST
 LC1299'ABUTMENT OF A 33-FOOT CONCRETE BRIDGE ON A BLACK TOP ROAD, 68
 LC1299'FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE BLACK
 LC1299'TOP ROAD AND THE GRAVEL ROAD, 168 FEET NORTHEAST OF THE CENTER
 LC1299'OF THE CROSSING OF THE BLACK TOP ROAD AND THE ILLINOIS CENTRAL
 LC1299'RAILROAD, 11 FEET NORTHWEST OF THE CENTER LINE OF THE BLACK TOP
 LC1299'ROAD AND ABOUT LEVEL WITH THE ROAD.
 LC1299
 LC1299                          STATION RECOVERY (1977)
 LC1299
 LC1299'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0809 ***********************************************************************
 LC0809  DESIGNATION -  K 162
 LC0809  PID         -  LC0809
 LC0809  STATE/COUNTY-  IL/TAZEWELL
 LC0809  USGS QUAD   -  MACKINAW (1979)
 LC0809
 LC0809                         *CURRENT SURVEY CONTROL
 LC0809  ___________________________________________________________________
 LC0809* NAD 83(1986)-  40 31 50.     (N)    089 21 20.     (W)     SCALED    
 LC0809* NAVD 88     -       194.761  (meters)     638.98   (feet)  ADJUSTED  
 LC0809  ___________________________________________________________________
 LC0809  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LC0809  DYNAMIC HT  -         194.667 (meters)     638.67  (feet)  COMP
 LC0809  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 LC0809
 LC0809  VERT ORDER  -  FIRST     CLASS II
 LC0809
 LC0809.The horizontal coordinates were scaled from a topographic map and have
 LC0809.an estimated accuracy of +/- 6 seconds.
 LC0809
 LC0809.The orthometric height was determined by differential leveling
 LC0809.and adjusted by the National Geodetic Survey in June 1991..
 LC0809
 LC0809.The geoid height was determined by GEOID03.
 LC0809
 LC0809.The dynamic height is computed by dividing the NAVD 88
 LC0809.geopotential number by the normal gravity value computed on the
 LC0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0809.degrees latitude (g = 980.6199 gals.).
 LC0809
 LC0809.The modeled gravity was interpolated from observed gravity values.
 LC0809
 LC0809;                    North         East    Units  Estimated Accuracy
 LC0809;SPC IL W     -   429,210.      768,720.      MT  (+/- 180 meters Scaled)
 LC0809
 LC0809                          SUPERSEDED SURVEY CONTROL
 LC0809
 LC0809  NGVD 29 (??/??/92)  194.841  (m)          639.24   (f) ADJ UNCH    1 2
 LC0809
 LC0809.Superseded values are not recommended for survey control.
 LC0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0809.See file dsdata.txt to determine how the superseded data were derived.
 LC0809
 LC0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK004893(NAD 83)
 LC0809_MARKER: DB = BENCH MARK DISK
 LC0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0809_SP_SET: CULVERT
 LC0809_STAMPING: K 162 1954
 LC0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0809
 LC0809  HISTORY     - Date     Condition        Report By
 LC0809  HISTORY     - 1954     MONUMENTED       CGS
 LC0809
 LC0809                          STATION DESCRIPTION
 LC0809
 LC0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0809'0.2 MI E FROM MACKINAW.
 LC0809'ABOUT 0.25 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0809'THE STATION AT MACKINAW, IN THE TOP OF THE WEST END OF THE NORTH
 LC0809'CONCRETE HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER STATE
 LC0809'HIGHWAY 9, 57 1/2 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK, 26
 LC0809'FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT 6 FEET BELOW
 LC0809'LEVEL OF HIGHWAY AND TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1265 ***********************************************************************
 LC1265  DESIGNATION -  K 163
 LC1265  PID         -  LC1265
 LC1265  STATE/COUNTY-  IL/TAZEWELL
 LC1265  USGS QUAD   -  PEKIN (1996)
 LC1265
 LC1265                         *CURRENT SURVEY CONTROL
 LC1265  ___________________________________________________________________
 LC1265* NAD 83(1986)-  40 33 15.     (N)    089 39 41.     (W)     SCALED    
 LC1265* NAVD 88     -       141.476  (meters)     464.16   (feet)  ADJUSTED  
 LC1265  ___________________________________________________________________
 LC1265  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1265  DYNAMIC HT  -         141.410 (meters)     463.94  (feet)  COMP
 LC1265  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 LC1265
 LC1265  VERT ORDER  -  FIRST     CLASS II
 LC1265
 LC1265.The horizontal coordinates were scaled from a topographic map and have
 LC1265.an estimated accuracy of +/- 6 seconds.
 LC1265
 LC1265.The orthometric height was determined by differential leveling
 LC1265.and adjusted by the National Geodetic Survey in June 1991..
 LC1265
 LC1265.The geoid height was determined by GEOID03.
 LC1265
 LC1265.The dynamic height is computed by dividing the NAVD 88
 LC1265.geopotential number by the normal gravity value computed on the
 LC1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1265.degrees latitude (g = 980.6199 gals.).
 LC1265
 LC1265.The modeled gravity was interpolated from observed gravity values.
 LC1265
 LC1265;                    North         East    Units  Estimated Accuracy
 LC1265;SPC IL W     -   431,640.      742,790.      MT  (+/- 180 meters Scaled)
 LC1265
 LC1265                          SUPERSEDED SURVEY CONTROL
 LC1265
 LC1265  NGVD 29 (??/??/92)  141.582  (m)          464.51   (f) ADJ UNCH    1 2
 LC1265
 LC1265.Superseded values are not recommended for survey control.
 LC1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1265.See file dsdata.txt to determine how the superseded data were derived.
 LC1265
 LC1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK746926(NAD 83)
 LC1265_MARKER: DB = BENCH MARK DISK
 LC1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1265_SP_SET: BUILDING
 LC1265_STAMPING: K 163 1954
 LC1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1265
 LC1265  HISTORY     - Date     Condition        Report By
 LC1265  HISTORY     - 1954     MONUMENTED       CGS
 LC1265  HISTORY     - 1968     GOOD             NGS
 LC1265  HISTORY     - 20060214 GOOD             GEOCAC
 LC1265
 LC1265                          STATION DESCRIPTION
 LC1265
 LC1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1265'1 MI S FROM PEKIN.
 LC1265'1.05 MILES SOUTH ALONG STATE HIGHWAY 29 FROM FRANKLIN ELEMENTARY
 LC1265'SCHOOL IN WEST PART OF PEKIN, LOCATED EAST AND ACROSS HIGHWAY AND
 LC1265'A RAILROAD TRACK FROM A LARGE SUGAR FACTORY, SET VERTICALLY IN
 LC1265'THE WEST FACE OF CONCRETE FOUNDATION OF PEKIN CITY GARAGE AT 1440
 LC1265'SOUTH SECOND STREET, 1/2 FOOT NORTH OF SOUTHWEST CORNER OF BUILDING
 LC1265'AND ABOUT 1/2 FOOT ABOVE GROUND.
 LC1265
 LC1265                          STATION RECOVERY (1968)
 LC1265
 LC1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LC1265'RECOVERED IN GOOD CONDITION.
 LC1265
 LC1265                          STATION RECOVERY (2006)
 LC1265
 LC1265'RECOVERY NOTE BY GEOCACHING 2006 (WTF)
 LC1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0428 ***********************************************************************
 LC0428  DESIGNATION -  K 164
 LC0428  PID         -  LC0428
 LC0428  STATE/COUNTY-  IL/MCLEAN
 LC0428  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0428
 LC0428                         *CURRENT SURVEY CONTROL
 LC0428  ___________________________________________________________________
 LC0428* NAD 83(1986)-  40 28 23.     (N)    088 57 06.     (W)     SCALED    
 LC0428* NAVD 88     -       252.727  (meters)     829.16   (feet)  ADJUSTED  
 LC0428  ___________________________________________________________________
 LC0428  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0428  DYNAMIC HT  -         252.609 (meters)     828.77  (feet)  COMP
 LC0428  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 LC0428
 LC0428  VERT ORDER  -  FIRST     CLASS II
 LC0428
 LC0428.The horizontal coordinates were scaled from a topographic map and have
 LC0428.an estimated accuracy of +/- 6 seconds.
 LC0428
 LC0428.The orthometric height was determined by differential leveling
 LC0428.and adjusted by the National Geodetic Survey in June 1991..
 LC0428
 LC0428.The geoid height was determined by GEOID03.
 LC0428
 LC0428.The dynamic height is computed by dividing the NAVD 88
 LC0428.geopotential number by the normal gravity value computed on the
 LC0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0428.degrees latitude (g = 980.6199 gals.).
 LC0428
 LC0428.The modeled gravity was interpolated from observed gravity values.
 LC0428
 LC0428;                    North         East    Units  Estimated Accuracy
 LC0428;SPC IL E     -   422,710.      247,570.      MT  (+/- 180 meters Scaled)
 LC0428
 LC0428                          SUPERSEDED SURVEY CONTROL
 LC0428
 LC0428  NGVD 29 (??/??/92)  252.789  (m)          829.36   (f) ADJ UNCH    1 2
 LC0428
 LC0428.Superseded values are not recommended for survey control.
 LC0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0428.See file dsdata.txt to determine how the superseded data were derived.
 LC0428
 LC0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK345820(NAD 83)
 LC0428_MARKER: DB = BENCH MARK DISK
 LC0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0428_SP_SET: CULVERT
 LC0428_STAMPING: K 164 1954
 LC0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0428
 LC0428  HISTORY     - Date     Condition        Report By
 LC0428  HISTORY     - 1954     MONUMENTED       CGS
 LC0428  HISTORY     - 1969     GOOD             NGS
 LC0428
 LC0428                          STATION DESCRIPTION
 LC0428
 LC0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0428'4.2 MI SE FROM BLOOMINGTON.
 LC0428'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0428'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 1.45 MILES SOUTH ALONG
 LC0428'THE ILLINOIS CENTRAL RAILROAD, THENCE 2.15 MILES NORTHEAST ALONG
 LC0428'U.S. HIGHWAY 66, 1.0 MILE SOUTH OF THE INTERSECTION OF THE
 LC0428'HIGHWAY AND STATE HIGHWAY 9, SET IN THE TOP OF THE NORTH END OF THE
 LC0428'EAST HEADWALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 21 1/2
 LC0428'FEET EAST OF THE CENTER LINE OF THE EAST TRAFFIC LANE OF THE
 LC0428'HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF OAKLAND AVENUE,
 LC0428'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0394 ***********************************************************************
 LC0394  DESIGNATION -  K 165
 LC0394  PID         -  LC0394
 LC0394  STATE/COUNTY-  IL/MCLEAN
 LC0394  USGS QUAD   -  FARMER CITY NORTH (1983)
 LC0394
 LC0394                         *CURRENT SURVEY CONTROL
 LC0394  ___________________________________________________________________
 LC0394* NAD 83(1986)-  40 18 19.     (N)    088 42 28.     (W)     SCALED    
 LC0394* NAVD 88     -       230.939  (meters)     757.67   (feet)  ADJUSTED  
 LC0394  ___________________________________________________________________
 LC0394  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LC0394  DYNAMIC HT  -         230.828 (meters)     757.31  (feet)  COMP
 LC0394  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 LC0394
 LC0394  VERT ORDER  -  FIRST     CLASS II
 LC0394
 LC0394.The horizontal coordinates were scaled from a topographic map and have
 LC0394.an estimated accuracy of +/- 6 seconds.
 LC0394
 LC0394.The orthometric height was determined by differential leveling
 LC0394.and adjusted by the National Geodetic Survey in June 1991..
 LC0394
 LC0394.The geoid height was determined by GEOID03.
 LC0394
 LC0394.The dynamic height is computed by dividing the NAVD 88
 LC0394.geopotential number by the normal gravity value computed on the
 LC0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0394.degrees latitude (g = 980.6199 gals.).
 LC0394
 LC0394.The modeled gravity was interpolated from observed gravity values.
 LC0394
 LC0394;                    North         East    Units  Estimated Accuracy
 LC0394;SPC IL E     -   403,960.      268,170.      MT  (+/- 180 meters Scaled)
 LC0394
 LC0394                          SUPERSEDED SURVEY CONTROL
 LC0394
 LC0394  NGVD 29 (??/??/92)  230.993  (m)          757.85   (f) ADJ UNCH    1 2
 LC0394
 LC0394.Superseded values are not recommended for survey control.
 LC0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0394.See file dsdata.txt to determine how the superseded data were derived.
 LC0394
 LC0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK548630(NAD 83)
 LC0394_MARKER: DB = BENCH MARK DISK
 LC0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0394_SP_SET: BUILDING
 LC0394_STAMPING: K 165 1954
 LC0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0394
 LC0394  HISTORY     - Date     Condition        Report By
 LC0394  HISTORY     - 1954     MONUMENTED       CGS
 LC0394  HISTORY     - 1959     GOOD             NGS
 LC0394  HISTORY     - 1976     GOOD             NGS
 LC0394  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0394
 LC0394                          STATION DESCRIPTION
 LC0394
 LC0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC0394'4.2 MI SE FROM LE ROY.
 LC0394'ABOUT 4.25 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0394'FROM THE STATION AT LE ROY, ABOUT 0.6 MILE SOUTHEAST OF THE
 LC0394'CROSSING OF U.S. HIGHWAY 136, AT EMPIRE, IN THE TOP OF THE EAST
 LC0394'CONCRETE WALL OF DRIVE WAY RAMP TO THE SOUTH ENTRANCE TO A GRAIN
 LC0394'ELEVATOR, 70 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL, 29 FEET NORTH
 LC0394'OF NORTHEAST CORNER OF SCALE PIT, 8 FEET SOUTH OF THE EAST EDGE
 LC0394'OF SOUTH ENTRANCE DOORWAY TO ELEVATOR, ABOUT 2 1/2 FEET ABOVE
 LC0394'THE LEVEL OF THE TRACK.
 LC0394
 LC0394                          STATION RECOVERY (1976)
 LC0394
 LC0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0394'RECOVERED IN GOOD CONDITION.
 LC0394
 LC0394                          STATION RECOVERY (1986)
 LC0394
 LC0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1518 ***********************************************************************
 ME1518  DESIGNATION -  K 166
 ME1518  PID         -  ME1518
 ME1518  STATE/COUNTY-  IL/KANKAKEE
 ME1518  USGS QUAD   -  MOMENCE (1973)
 ME1518
 ME1518                         *CURRENT SURVEY CONTROL
 ME1518  ___________________________________________________________________
 ME1518* NAD 83(1986)-  41 09 54.     (N)    087 40 55.     (W)     SCALED    
 ME1518* NAVD 88     -       191.065  (meters)     626.85   (feet)  ADJUSTED  
 ME1518  ___________________________________________________________________
 ME1518  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 ME1518  DYNAMIC HT  -         190.986 (meters)     626.59  (feet)  COMP
 ME1518  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 ME1518
 ME1518  VERT ORDER  -  SECOND    CLASS 0
 ME1518
 ME1518.The horizontal coordinates were scaled from a topographic map and have
 ME1518.an estimated accuracy of +/- 6 seconds.
 ME1518
 ME1518.The orthometric height was determined by differential leveling
 ME1518.and adjusted by the National Geodetic Survey in June 1991..
 ME1518
 ME1518.The geoid height was determined by GEOID03.
 ME1518
 ME1518.The dynamic height is computed by dividing the NAVD 88
 ME1518.geopotential number by the normal gravity value computed on the
 ME1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1518.degrees latitude (g = 980.6199 gals.).
 ME1518
 ME1518.The modeled gravity was interpolated from observed gravity values.
 ME1518
 ME1518;                    North         East    Units  Estimated Accuracy
 ME1518;SPC IL E     -   499,570.      354,670.      MT  (+/- 180 meters Scaled)
 ME1518
 ME1518                          SUPERSEDED SURVEY CONTROL
 ME1518
 ME1518  NGVD 29 (??/??/92)  191.157  (m)          627.15   (f) ADJ UNCH    2 0
 ME1518
 ME1518.Superseded values are not recommended for survey control.
 ME1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1518.See file dsdata.txt to determine how the superseded data were derived.
 ME1518
 ME1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL427572(NAD 83)
 ME1518_MARKER: DB = BENCH MARK DISK
 ME1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1518_STAMPING: K 166 1954
 ME1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1518+STABILITY: SURFACE MOTION
 ME1518
 ME1518  HISTORY     - Date     Condition        Report By
 ME1518  HISTORY     - 1954     MONUMENTED       CGS
 ME1518
 ME1518                          STATION DESCRIPTION
 ME1518
 ME1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1518'1 MI W FROM MOMENCE.
 ME1518'ABOUT 1.05 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1518'THE STATION AT MOMENCE, ABOUT 0.2 MILE EAST OF CROSSING OF AN
 ME1518'EAST-WEST BLACK TOP ROAD, AT CROSSING OF A NORTH-SOUTH GRAVEL ROAD,
 ME1518'87 FEET SOUTHWEST OF CENTER OF CROSSING, 47 FEET SOUTH OF SOUTH
 ME1518'RAIL, 50 FEET WEST OF CENTER LINE OF ROAD, 1 FOOT NORTH OF A
 ME1518'FENCE LINE, 29 FEET WEST OF A FENCE CORNER, 2 FEET EAST OF A
 ME1518'WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK
 ME1518'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1829 ***********************************************************************
 LB1829  DESIGNATION -  K 167
 LB1829  PID         -  LB1829
 LB1829  STATE/COUNTY-  IL/VERMILION
 LB1829  USGS QUAD   -  OAKWOOD (1978)
 LB1829
 LB1829                         *CURRENT SURVEY CONTROL
 LB1829  ___________________________________________________________________
 LB1829* NAD 83(1986)-  40 02 36.     (N)    087 52 05.     (W)     SCALED    
 LB1829* NAVD 88     -       203.619  (meters)     668.04   (feet)  ADJUSTED  
 LB1829  ___________________________________________________________________
 LB1829  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LB1829  DYNAMIC HT  -         203.517 (meters)     667.71  (feet)  COMP
 LB1829  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 LB1829
 LB1829  VERT ORDER  -  FIRST     CLASS II
 LB1829
 LB1829.The horizontal coordinates were scaled from a topographic map and have
 LB1829.an estimated accuracy of +/- 6 seconds.
 LB1829
 LB1829.The orthometric height was determined by differential leveling
 LB1829.and adjusted by the National Geodetic Survey in June 1991..
 LB1829
 LB1829.The geoid height was determined by GEOID03.
 LB1829
 LB1829.The dynamic height is computed by dividing the NAVD 88
 LB1829.geopotential number by the normal gravity value computed on the
 LB1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1829.degrees latitude (g = 980.6199 gals.).
 LB1829
 LB1829.The modeled gravity was interpolated from observed gravity values.
 LB1829
 LB1829;                    North         East    Units  Estimated Accuracy
 LB1829;SPC IL E     -   374,920.      339,710.      MT  (+/- 180 meters Scaled)
 LB1829
 LB1829                          SUPERSEDED SURVEY CONTROL
 LB1829
 LB1829  NGVD 29 (??/??/92)  203.669  (m)          668.20   (f) ADJ UNCH    1 2
 LB1829
 LB1829.Superseded values are not recommended for survey control.
 LB1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1829.See file dsdata.txt to determine how the superseded data were derived.
 LB1829
 LB1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK259329(NAD 83)
 LB1829_MARKER: DB = BENCH MARK DISK
 LB1829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB1829_SP_SET: ABUTMENT
 LB1829_STAMPING: K 167 1954
 LB1829_MARK LOGO: CGS   
 LB1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1829
 LB1829  HISTORY     - Date     Condition        Report By
 LB1829  HISTORY     - 1954     MONUMENTED       CGS
 LB1829  HISTORY     - 1986     GOOD             NGS
 LB1829
 LB1829                          STATION DESCRIPTION
 LB1829
 LB1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1829'2 MI W FROM FAIRMOUNT.
 LB1829'ABOUT 2.0 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1829'AT FAIRMOUNT, ABOUT 0.35 MILE EAST OF MILE POLE 317, ABOUT 0.3
 LB1829'MILE WEST OF A NORTH-SOUTH GRAVEL ROAD CROSSING, IN THE TOP OF
 LB1829'SOUTH END OF BACK WALL OF THE EAST CONCRETE ABUTMENT OF RAILROAD
 LB1829'BRIDGE NO. 23 (40-FOOT BRIDGE), 6 FEET SOUTH OF SOUTH RAIL AND
 LB1829'ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 LB1829
 LB1829                          STATION RECOVERY (1986)
 LB1829
 LB1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1829'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.5 KM (5.3 MI)
 LB1829'EASTERLY ALONG COUNTY ROAD 512 FROM ITS NORTH JUNCTION WITH STATE
 LB1829'HIGHWAY 49 IN HOMER, THENCE 0.5 KM (0.3 MI) SOUTH ALONG COUNTY ROAD
 LB1829'400 E, THENCE 0.5 KM (0.3 MI) WEST ALONG THE NORFOLK AND WESTERN
 LB1829'RAILROAD.  ADD--0.1 M (0.3 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0320 ***********************************************************************
 MG0320  DESIGNATION -  K 168
 MG0320  PID         -  MG0320
 MG0320  STATE/COUNTY-  IL/ROCK ISLAND
 MG0320  USGS QUAD   -  MILAN (1992)
 MG0320
 MG0320                         *CURRENT SURVEY CONTROL
 MG0320  ___________________________________________________________________
 MG0320* NAD 83(1986)-  41 27 05.     (N)    090 30 17.     (W)     SCALED    
 MG0320* NAVD 88     -       179.017  (meters)     587.32   (feet)  ADJUSTED  
 MG0320  ___________________________________________________________________
 MG0320  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0320  DYNAMIC HT  -         178.948 (meters)     587.10  (feet)  COMP
 MG0320  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 MG0320
 MG0320  VERT ORDER  -  SECOND    CLASS 0
 MG0320
 MG0320.This mark is at Quad-City Airport (MLI)
 MG0320
 MG0320.The horizontal coordinates were scaled from a topographic map and have
 MG0320.an estimated accuracy of +/- 6 seconds.
 MG0320
 MG0320.The orthometric height was determined by differential leveling
 MG0320.and adjusted by the National Geodetic Survey in June 1991..
 MG0320
 MG0320.The geoid height was determined by GEOID03.
 MG0320
 MG0320.The dynamic height is computed by dividing the NAVD 88
 MG0320.geopotential number by the normal gravity value computed on the
 MG0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0320.degrees latitude (g = 980.6199 gals.).
 MG0320
 MG0320.The modeled gravity was interpolated from observed gravity values.
 MG0320
 MG0320;                    North         East    Units  Estimated Accuracy
 MG0320;SPC IL W     -   531,210.      671,750.      MT  (+/- 180 meters Scaled)
 MG0320
 MG0320                          SUPERSEDED SURVEY CONTROL
 MG0320
 MG0320  NGVD 29 (??/??/92)  179.087  (m)          587.55   (f) ADJ UNCH    2 0
 MG0320
 MG0320.Superseded values are not recommended for survey control.
 MG0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0320.See file dsdata.txt to determine how the superseded data were derived.
 MG0320
 MG0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF084918(NAD 83)
 MG0320_MARKER: DB = BENCH MARK DISK
 MG0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MG0320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MG0320_STAMPING: K 168 1957
 MG0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0320
 MG0320  HISTORY     - Date     Condition        Report By
 MG0320  HISTORY     - 1957     MONUMENTED       CGS
 MG0320  HISTORY     - 1971     GOOD             NGS
 MG0320  HISTORY     - 1978     GOOD             NGS
 MG0320  HISTORY     - 19960611 MARK NOT FOUND   USPSQD
 MG0320  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 MG0320
 MG0320                          STATION DESCRIPTION
 MG0320
 MG0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 MG0320'1.5 MI S FROM MOLINE.
 MG0320'AT THE QUAD CITY AIRPORT, 57 FT. SOUTH OF THE PASSENGER TERMINAL
 MG0320'OBSERVATION LOUNGE, 35.5 FT. WEST OF A CONCRETE FLOODLIGHT POLE,
 MG0320'35.5 FT. EAST OF A ANOTHER FLOODLIGHT POLE, 11 FT. NORTH OF THE
 MG0320'NORTH EDGE OF THE AIRCRAFT PARKING RAMP.  MARK IS SET IN THE
 MG0320'CENTER OF A CONCRETE-FILLED 8 INCH TILE, SEWER PIPE FLUSH WITH
 MG0320'THE GROUND.
 MG0320
 MG0320                          STATION RECOVERY (1971)
 MG0320
 MG0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MG0320'RECOVERED IN GOOD CONDITION.
 MG0320
 MG0320                          STATION RECOVERY (1978)
 MG0320
 MG0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MG0320'RECOVERED IN GOOD CONDITION.
 MG0320
 MG0320                          STATION RECOVERY (1996)
 MG0320
 MG0320'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0320'MARK NOT FOUND.
 MG0320
 MG0320                          STATION RECOVERY (1996)
 MG0320
 MG0320'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0915 ***********************************************************************
 MG0915  DESIGNATION -  K 168 RESET
 MG0915  PID         -  MG0915
 MG0915  STATE/COUNTY-  IL/ROCK ISLAND
 MG0915  USGS QUAD   -  MILAN (1992)
 MG0915
 MG0915                         *CURRENT SURVEY CONTROL
 MG0915  ___________________________________________________________________
 MG0915* NAD 83(1986)-  41 27 05.     (N)    090 30 17.     (W)     SCALED    
 MG0915* NAVD 88     -       179.19   (meters)     587.9    (feet)  RESET     
 MG0915  ___________________________________________________________________
 MG0915  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0915
 MG0915  VERT ORDER  -  THIRD
 MG0915
 MG0915.This mark is at Quad-City Airport (MLI)
 MG0915
 MG0915.The horizontal coordinates were scaled from a topographic map and have
 MG0915.an estimated accuracy of +/- 6 seconds.
 MG0915
 MG0915.The orthometric height was computed from unverified reset data.
 MG0915.No vertical observational check was made to the station.
 MG0915
 MG0915.The geoid height was determined by GEOID03.
 MG0915
 MG0915;                    North         East    Units  Estimated Accuracy
 MG0915;SPC IL W     -   531,210.      671,750.      MT  (+/- 180 meters Scaled)
 MG0915
 MG0915                          SUPERSEDED SURVEY CONTROL
 MG0915
 MG0915  NGVD 29 (03/28/06)  179.26   (m)          588.1    (f) RESET       3  
 MG0915
 MG0915.Superseded values are not recommended for survey control.
 MG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0915.See file dsdata.txt to determine how the superseded data were derived.
 MG0915
 MG0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF084918(NAD 83)
 MG0915_MARKER: DV = VERTICAL CONTROL DISK
 MG0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0915_SP_SET: CONCRETE POST
 MG0915_STAMPING: K 168 RESET 1991
 MG0915_MARK LOGO: NGS   
 MG0915_MAGNETIC: N = NO MAGNETIC MATERIAL
 MG0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0915+STABILITY: SURFACE MOTION
 MG0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0915+SATELLITE: SATELLITE OBSERVATIONS - 1991
 MG0915
 MG0915  HISTORY     - Date     Condition        Report By
 MG0915  HISTORY     - 1991     MONUMENTED       NGS
 MG0915  HISTORY     - 19960611 GOOD             USPSQD
 MG0915  HISTORY     - 19960816 GOOD             USPSQD
 MG0915
 MG0915                          STATION DESCRIPTION
 MG0915
 MG0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MG0915'AT THE QUAD-CITY AIRPORT, APPROXIMATELY 4 MILES SOUTH OF MOLINE, ON
 MG0915'AIRPORT PROPERTY, NEAR THE TWA/UNITED CARGO BUILDING.  THE MARK IS
 MG0915'28.0 M (91.9 FT) SOUTH OF THE SOUTHWEST CORNER OF THE CARGO BUILDING,
 MG0915'4.9 M (16.1 FT) SOUTHWEST OF THE CENTER OF A MANHOLE COVER, 4.3 M
 MG0915'(14.1 FT) NORTHWEST OF A GUARDRAIL, 1.2 M (3.9 FT) NORTHEAST OF A
 MG0915'GUARDRAIL, AND IS SET IN THE TOP OF A 30 CM, ROUND CONCRETE MONUMENT
 MG0915'WHICH IS FLUSH WITH THE GROUND.  THE MARK IS LOCATED IN A SECURE
 MG0915'AREA, AND ACCESS MUST BE GAINED THROUGH AIRPORT AUTHORITIES.
 MG0915
 MG0915                          STATION RECOVERY (1996)
 MG0915
 MG0915'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0915'RECOVERED IN GOOD CONDITION.
 MG0915
 MG0915                          STATION RECOVERY (1996)
 MG0915
 MG0915'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0122 ***********************************************************************
 NH0122  DESIGNATION -  K 17
 NH0122  PID         -  NH0122
 NH0122  STATE/COUNTY-  IL/MCHENRY
 NH0122  USGS QUAD   -  MC HENRY (1992)
 NH0122
 NH0122                         *CURRENT SURVEY CONTROL
 NH0122  ___________________________________________________________________
 NH0122* NAD 83(1986)-  42 20 05.     (N)    088 16 46.     (W)     SCALED    
 NH0122* NAVD 88     -       232.679  (meters)     763.38   (feet)  ADJUSTED  
 NH0122  ___________________________________________________________________
 NH0122  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NH0122  DYNAMIC HT  -         232.602 (meters)     763.13  (feet)  COMP
 NH0122  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 NH0122
 NH0122  VERT ORDER  -  SECOND    CLASS 0
 NH0122
 NH0122.The horizontal coordinates were scaled from a topographic map and have
 NH0122.an estimated accuracy of +/- 6 seconds.
 NH0122
 NH0122.The orthometric height was determined by differential leveling
 NH0122.and adjusted by the National Geodetic Survey in June 1991..
 NH0122
 NH0122.The geoid height was determined by GEOID03.
 NH0122
 NH0122.The dynamic height is computed by dividing the NAVD 88
 NH0122.geopotential number by the normal gravity value computed on the
 NH0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0122.degrees latitude (g = 980.6199 gals.).
 NH0122
 NH0122.The modeled gravity was interpolated from observed gravity values.
 NH0122
 NH0122;                    North         East    Units  Estimated Accuracy
 NH0122;SPC IL E     -   629,280.      304,440.      MT  (+/- 180 meters Scaled)
 NH0122
 NH0122                          SUPERSEDED SURVEY CONTROL
 NH0122
 NH0122  NGVD 29 (??/??/92)  232.725  (m)          763.53   (f) ADJ UNCH    2 0
 NH0122
 NH0122.Superseded values are not recommended for survey control.
 NH0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0122.See file dsdata.txt to determine how the superseded data were derived.
 NH0122
 NH0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM945877(NAD 83)
 NH0122_MARKER: DB = BENCH MARK DISK
 NH0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0122_SP_SET: STONE STEPS
 NH0122_STAMPING: K 17 1934
 NH0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0122+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 NH0122
 NH0122  HISTORY     - Date     Condition        Report By
 NH0122  HISTORY     - 1934     MONUMENTED       CGS
 NH0122  HISTORY     - 1960     GOOD             NGS
 NH0122  HISTORY     - 19910518 GOOD             USPSQD
 NH0122  HISTORY     - 19940508 GOOD             USPSQD
 NH0122  HISTORY     - 20030414 GOOD             USPSQD
 NH0122
 NH0122                          STATION DESCRIPTION
 NH0122
 NH0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0122'0.6 MI S FROM MCHENRY.
 NH0122'ABOUT 0.6 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0122'FROM THE STATION AT MCHENRY , 0.25 MILE NORTH OF MILEPOLE 65,
 NH0122'6 1/2 FEET WEST OF THE WEST RAIL, IN TOP OF THE WEST END OF THE
 NH0122'NORTH STONE ABUTMENT FOR A 20-FOOT BRIDGE OVER A DRAINAGE DITCH,
 NH0122'2 FEET EAST OF THE WEST END OF THE TOP LAYER OF STONE STEPS OF
 NH0122'ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 NH0122'NOTE-- MOTAR BETWEEN LAYERS OF STONE HAS FALLEN AWAY.
 NH0122
 NH0122                          STATION RECOVERY (1991)
 NH0122
 NH0122'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NH0122'RECOVERED IN GOOD CONDITION.
 NH0122
 NH0122                          STATION RECOVERY (1994)
 NH0122
 NH0122'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0122'RECOVERED IN GOOD CONDITION.
 NH0122
 NH0122                          STATION RECOVERY (2003)
 NH0122
 NH0122'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0189 ***********************************************************************
 LC0189  DESIGNATION -  K 171
 LC0189  PID         -  LC0189
 LC0189  STATE/COUNTY-  IL/CHAMPAIGN
 LC0189  USGS QUAD   -  SEYMOUR (1970)
 LC0189
 LC0189                         *CURRENT SURVEY CONTROL
 LC0189  ___________________________________________________________________
 LC0189* NAD 83(1986)-  40 06 47.     (N)    088 24 45.     (W)     SCALED    
 LC0189* NAVD 88     -       214.515  (meters)     703.79   (feet)  ADJUSTED  
 LC0189  ___________________________________________________________________
 LC0189  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0189  DYNAMIC HT  -         214.409 (meters)     703.44  (feet)  COMP
 LC0189  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LC0189
 LC0189  VERT ORDER  -  FIRST     CLASS II
 LC0189
 LC0189.The horizontal coordinates were scaled from a topographic map and have
 LC0189.an estimated accuracy of +/- 6 seconds.
 LC0189
 LC0189.The orthometric height was determined by differential leveling
 LC0189.and adjusted by the National Geodetic Survey in June 1991..
 LC0189
 LC0189.The geoid height was determined by GEOID03.
 LC0189
 LC0189.The dynamic height is computed by dividing the NAVD 88
 LC0189.geopotential number by the normal gravity value computed on the
 LC0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0189.degrees latitude (g = 980.6199 gals.).
 LC0189
 LC0189.The modeled gravity was interpolated from observed gravity values.
 LC0189
 LC0189;                    North         East    Units  Estimated Accuracy
 LC0189;SPC IL E     -   382,560.      293,250.      MT  (+/- 180 meters Scaled)
 LC0189
 LC0189                          SUPERSEDED SURVEY CONTROL
 LC0189
 LC0189  NGVD 29 (??/??/92)  214.569  (m)          703.97   (f) ADJ UNCH    1 2
 LC0189
 LC0189.Superseded values are not recommended for survey control.
 LC0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0189.See file dsdata.txt to determine how the superseded data were derived.
 LC0189
 LC0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK796412(NAD 83)
 LC0189_MARKER: DB = BENCH MARK DISK
 LC0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0189_SP_SET: CULVERT
 LC0189_STAMPING: K 171 1954
 LC0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0189
 LC0189  HISTORY     - Date     Condition        Report By
 LC0189  HISTORY     - 1954     MONUMENTED       CGS
 LC0189  HISTORY     - 20030130 POOR             BCA
 LC0189
 LC0189                          STATION DESCRIPTION
 LC0189
 LC0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0189'1 MI NE FROM SEYMOUR.
 LC0189'ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD FROM THE ILLINOIS CENTRAL
 LC0189'RAILROAD STATION AT SEYMOUR, THENCE ABOUT 0.75 MILE EAST ALONG
 LC0189'STATE HIGHWAY 10 AND 47 ABOUT 0.3 MILE WEST OF JUNCTION OF STATE
 LC0189'HIGHWAY 47 LEADING NORTH TO MAHOMET, IN THE TOP OF EAST END OF NORTH
 LC0189'HEAD WALL OF A 2-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 21 FEET
 LC0189'NORTH OF CENTER LINE OF HIGHWAY, 258 FEET NORTHEAST AND ACROSS
 LC0189'HIGHWAY FROM THE NORTHEAST CORNER OF A 2-STORY FRAME HOUSE, AND
 LC0189'ABOUT LEVEL WITH HIGHWAY.
 LC0189
 LC0189                          STATION RECOVERY (2003)
 LC0189
 LC0189'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2003 (DGW)
 LC0189'TABLET IS MISSING, FOUND STEM OF MONUMENT IN PLACE AND OUTLINE OF
 LC0189'TABLET LEFT IN CONCRETE.  ADD TO DESCRIPTION, 98 FEET EAST OF A
 LC0189'UTILITY POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0682 ***********************************************************************
 LC0682  DESIGNATION -  K 172
 LC0682  PID         -  LC0682
 LC0682  STATE/COUNTY-  IL/MCLEAN
 LC0682  USGS QUAD   -  NORMAL EAST (1981)
 LC0682
 LC0682                         *CURRENT SURVEY CONTROL
 LC0682  ___________________________________________________________________
 LC0682* NAD 83(1986)-  40 31 52.     (N)    088 59 10.     (W)     SCALED    
 LC0682* NAVD 88     -       258.358  (meters)     847.63   (feet)  ADJUSTED  
 LC0682  ___________________________________________________________________
 LC0682  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0682  DYNAMIC HT  -         258.237 (meters)     847.23  (feet)  COMP
 LC0682  MODELED GRAV-     980,151.5   (mgal)                       NAVD 88
 LC0682
 LC0682  VERT ORDER  -  FIRST     CLASS II
 LC0682
 LC0682.The horizontal coordinates were scaled from a topographic map and have
 LC0682.an estimated accuracy of +/- 6 seconds.
 LC0682
 LC0682.The orthometric height was determined by differential leveling
 LC0682.and adjusted by the National Geodetic Survey in June 1991..
 LC0682
 LC0682.The geoid height was determined by GEOID03.
 LC0682
 LC0682.The dynamic height is computed by dividing the NAVD 88
 LC0682.geopotential number by the normal gravity value computed on the
 LC0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0682.degrees latitude (g = 980.6199 gals.).
 LC0682
 LC0682.The modeled gravity was interpolated from observed gravity values.
 LC0682
 LC0682;                    North         East    Units  Estimated Accuracy
 LC0682;SPC IL E     -   429,180.      244,690.      MT  (+/- 180 meters Scaled)
 LC0682
 LC0682                          SUPERSEDED SURVEY CONTROL
 LC0682
 LC0682  NGVD 29 (??/??/92)  258.411  (m)          847.80   (f) ADJ UNCH    1 2
 LC0682
 LC0682.Superseded values are not recommended for survey control.
 LC0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0682.See file dsdata.txt to determine how the superseded data were derived.
 LC0682
 LC0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK317886(NAD 83)
 LC0682_MARKER: DB = BENCH MARK DISK
 LC0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0682_STAMPING: K 172 1954
 LC0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0682+STABILITY: SURFACE MOTION
 LC0682
 LC0682  HISTORY     - Date     Condition        Report By
 LC0682  HISTORY     - 1954     MONUMENTED       CGS
 LC0682  HISTORY     - 1969     GOOD             NGS
 LC0682
 LC0682                          STATION DESCRIPTION
 LC0682
 LC0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0682'1.6 MI N FROM NORMAL.
 LC0682'ABOUT 1.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0682'THE STATION AT NORMAL, 107 FEET SOUTHWEST OF THE CENTER OF A
 LC0682'CROSSING OF THE RAILROAD AND A PAVED ROAD, 96 FEET WEST OF THE
 LC0682'WEST RAIL, 43 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15
 LC0682'FEET WEST OF A TELEPHONE POLE, 1 1/2 FEET EAST OF A FENCE, 1.0
 LC0682'FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 LC0682'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LC0682'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 21,
 LC0682'T24N, R2E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0121 ***********************************************************************
 JB0121  DESIGNATION -  K 173
 JB0121  PID         -  JB0121
 JB0121  STATE/COUNTY-  IL/RICHLAND
 JB0121  USGS QUAD   -  OLNEY (1971)
 JB0121
 JB0121                         *CURRENT SURVEY CONTROL
 JB0121  ___________________________________________________________________
 JB0121* NAD 83(1986)-  38 44 44.     (N)    088 05 15.     (W)     SCALED    
 JB0121* NAVD 88     -       141.976  (meters)     465.80   (feet)  ADJUSTED  
 JB0121  ___________________________________________________________________
 JB0121  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JB0121  DYNAMIC HT  -         141.889 (meters)     465.51  (feet)  COMP
 JB0121  MODELED GRAV-     980,016.3   (mgal)                       NAVD 88
 JB0121
 JB0121  VERT ORDER  -  FIRST     CLASS II
 JB0121
 JB0121.The horizontal coordinates were scaled from a topographic map and have
 JB0121.an estimated accuracy of +/- 6 seconds.
 JB0121
 JB0121.The orthometric height was determined by differential leveling
 JB0121.and adjusted by the National Geodetic Survey in June 1991..
 JB0121
 JB0121.The geoid height was determined by GEOID03.
 JB0121
 JB0121.The dynamic height is computed by dividing the NAVD 88
 JB0121.geopotential number by the normal gravity value computed on the
 JB0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0121.degrees latitude (g = 980.6199 gals.).
 JB0121
 JB0121.The modeled gravity was interpolated from observed gravity values.
 JB0121
 JB0121;                    North         East    Units  Estimated Accuracy
 JB0121;SPC IL E     -   230,760.      321,370.      MT  (+/- 180 meters Scaled)
 JB0121
 JB0121                          SUPERSEDED SURVEY CONTROL
 JB0121
 JB0121  NGVD 29 (??/??/92)  142.070  (m)          466.11   (f) ADJ UNCH    1 2
 JB0121
 JB0121.Superseded values are not recommended for survey control.
 JB0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0121.See file dsdata.txt to determine how the superseded data were derived.
 JB0121
 JB0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH054891(NAD 83)
 JB0121_MARKER: DB = BENCH MARK DISK
 JB0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0121_STAMPING: K 173 1956
 JB0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0121+STABILITY: SURFACE MOTION
 JB0121
 JB0121  HISTORY     - Date     Condition        Report By
 JB0121  HISTORY     - 1956     MONUMENTED       CGS
 JB0121
 JB0121                          STATION DESCRIPTION
 JB0121
 JB0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0121'0.9 MI N FROM OLNEY.
 JB0121'0.9 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0121'STATION AT OLNEY, AT A BLACK TOP ROAD CROSSING, 127 FEET
 JB0121'NORTH-NORTHEAST AND ACROSS TRACK FROM MILE POST P 178, 21 1/2
 JB0121'FEET EAST OF EAST RAIL, 28 FEET NORTH OF CENTER LINE OF ROAD, 2
 JB0121'FEET SOUTHWEST OF SOUTHWEST CORNER OF FENCE AROUND BUTANE GAS
 JB0121'BULK PLANT, 25 1/2 FEET WEST OF CENTER OF A STEEL GATE TO GAS
 JB0121'BULK PLANT, 12.7 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 18.2
 JB0121'FEET NORTHEAST OF NORTH END OF A 12-INCH PIPE CULVERT UNDER BLACK
 JB0121'TOP ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 JB0121'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 JB0121'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0210 ***********************************************************************
 KB0210  DESIGNATION -  K 174 RESET 1973
 KB0210  PID         -  KB0210
 KB0210  STATE/COUNTY-  IL/CUMBERLAND
 KB0210  USGS QUAD   -  TOLEDO (1984)
 KB0210
 KB0210                         *CURRENT SURVEY CONTROL
 KB0210  ___________________________________________________________________
 KB0210* NAD 83(1986)-  39 21 36.     (N)    088 14 36.     (W)     SCALED    
 KB0210* NAVD 88     -       203.72   (meters)     668.4    (feet)  RESET     
 KB0210  ___________________________________________________________________
 KB0210  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0210
 KB0210  VERT ORDER  -  THIRD
 KB0210
 KB0210.The horizontal coordinates were scaled from a topographic map and have
 KB0210.an estimated accuracy of +/- 6 seconds.
 KB0210
 KB0210.The orthometric height was computed from unverified reset data.
 KB0210
 KB0210.The geoid height was determined by GEOID03.
 KB0210
 KB0210;                    North         East    Units  Estimated Accuracy
 KB0210;SPC IL E     -   298,950.      307,760.      MT  (+/- 180 meters Scaled)
 KB0210
 KB0210                          SUPERSEDED SURVEY CONTROL
 KB0210
 KB0210.No superseded survey control is available for this station.
 KB0210
 KB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ928574(NAD 83)
 KB0210_MARKER: DB = BENCH MARK DISK
 KB0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0210_STAMPING: K 174 RESET 1973
 KB0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0210+STABILITY: SURFACE MOTION
 KB0210
 KB0210  HISTORY     - Date     Condition        Report By
 KB0210  HISTORY     - 1973     MONUMENTED       NGS
 KB0210
 KB0210                          STATION DESCRIPTION
 KB0210
 KB0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KB0210'6 MI N FROM TOLEDO.
 KB0210'TO REACH THE MARK FROM THE CUMBERLAND COUNTY COURTHOUSE AT
 KB0210'TOLEDO, GO WEST ON W MAIN ST. FOR 0.1 MILE TO THE INTERSECTION
 KB0210'OF MISSOURI ST., TURN RIGHT AND GO NORTH ON MISSOURI ST. AND
 KB0210'PAVED ROAD FOR 6.2 MILES TO A ROAD RIGHT.  TURN RIGHT AND GO
 KB0210'EAST ON PAVED ROAD FOR 0.35 MILE TO RAILROAD CROSSING AND THE
 KB0210'MARK ON THE RIGHT.  THE MARK IS A STANDARD DISK SET IN THE TOP
 KB0210'OF A ROUND CONCRETE POST PROJECTING 6 INCHES, 19 FEET SOUTH OF
 KB0210'THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST,
 KB0210'1 FOOT EAST OF A CORNER FENCE POST, 4 FEET EAST OF AN UNDERGROUND
 KB0210'CABLE BOX AND 31 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 KB0210'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0239 ***********************************************************************
 KB0239  DESIGNATION -  K 175
 KB0239  PID         -  KB0239
 KB0239  STATE/COUNTY-  IL/CUMBERLAND
 KB0239  USGS QUAD   -  GREENUP (1985)
 KB0239
 KB0239                         *CURRENT SURVEY CONTROL
 KB0239  ___________________________________________________________________
 KB0239* NAD 83(1997)-  39 13 22.08599(N)    088 09 33.13111(W)     ADJUSTED  
 KB0239* NAVD 88     -       180.697  (meters)     592.84   (feet)  ADJUSTED  
 KB0239  ___________________________________________________________________
 KB0239  X           -     158,936.662 (meters)                     COMP
 KB0239  Y           -  -4,945,285.619 (meters)                     COMP
 KB0239  Z           -   4,011,603.352 (meters)                     COMP
 KB0239  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 KB0239  ELLIP HEIGHT-         148.67  (meters)          (12/06/04) GPS OBS
 KB0239  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0239  DYNAMIC HT  -         180.591 (meters)     592.49  (feet)  COMP
 KB0239  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 KB0239
 KB0239  HORZ ORDER  -  FIRST
 KB0239  VERT ORDER  -  FIRST     CLASS II
 KB0239  ELLP ORDER  -  FOURTH    CLASS I
 KB0239
 KB0239.The horizontal coordinates were established by GPS observations
 KB0239.and adjusted by the National Geodetic Survey in December 2002..
 KB0239
 KB0239.The orthometric height was determined by differential leveling
 KB0239.and adjusted by the National Geodetic Survey in June 1991..
 KB0239
 KB0239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0239
 KB0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0239
 KB0239.The ellipsoidal height was determined by GPS observations
 KB0239.and is referenced to NAD 83.
 KB0239
 KB0239.The geoid height was determined by GEOID03.
 KB0239
 KB0239.The dynamic height is computed by dividing the NAVD 88
 KB0239.geopotential number by the normal gravity value computed on the
 KB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0239.degrees latitude (g = 980.6199 gals.).
 KB0239
 KB0239.The modeled gravity was interpolated from observed gravity values.
 KB0239
 KB0239;                    North         East     Units Scale Factor Converg.
 KB0239;SPC IL E     -   283,726.780   315,036.485   MT  0.99997778   +0 06 36.4
 KB0239;SPC IL E     -   930,860.28  1,033,582.20   sFT  0.99997778   +0 06 36.4
 KB0239;UTM  16      - 4,342,141.720   399,936.751   MT  0.99972328   -0 43 59.0
 KB0239
 KB0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0239!SPC IL E     -   0.99997668  x   0.99997778  =   0.99995446
 KB0239!UTM  16      -   0.99997668  x   0.99972328  =   0.99969996
 KB0239
 KB0239                          SUPERSEDED SURVEY CONTROL
 KB0239
 KB0239  ELLIP H (12/18/02)  148.68   (m)                       GP(       ) 4 2
 KB0239  NAVD 88 (12/18/02)  180.70   (m)          592.8    (f) LEVELING    3  
 KB0239  NGVD 29 (??/??/92)  180.758  (m)          593.04   (f) ADJ UNCH    1 2
 KB0239
 KB0239.Superseded values are not recommended for survey control.
 KB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0239.See file dsdata.txt to determine how the superseded data were derived.
 KB0239
 KB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9993742142(NAD 83)
 KB0239_MARKER: DB = BENCH MARK DISK
 KB0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0239_STAMPING: K 175 1956
 KB0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0239+STABILITY: SURFACE MOTION
 KB0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0239+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KB0239
 KB0239  HISTORY     - Date     Condition        Report By
 KB0239  HISTORY     - 1956     MONUMENTED       CGS
 KB0239  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0239  HISTORY     - 20050215 GOOD             ILDT
 KB0239
 KB0239                          STATION DESCRIPTION
 KB0239
 KB0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0239'1.4 MI SE FROM GREENUP.
 KB0239'ABOUT 1.45 MILES SOUTHEAST AND SOUTH ALONG THE ILLINOIS CENTRAL
 KB0239'RAILROAD FROM THE STATION AT GREENUP, ABOUT 0.4 MILE NORTH OF
 KB0239'MILE POST P 144, AT AN EAST-WEST GRAVEL ROAD CROSSING, ABOUT 78
 KB0239'YARDS SOUTH OF CROSSING OF A TWIN POLE EAST-WEST POWER
 KB0239'TRANSMISSION LINE, 32 FEET EAST OF EAST RAIL, 56 FEET SOUTH OF
 KB0239'CENTER LINE OF GRAVEL ROAD, 10 1/2 FEET NORTHEAST OF THE FIRST
 KB0239'TELEPHONE POLE SOUTH OF CROSSING, 38 FEET SOUTH OF A FENCE
 KB0239'CORNER, 71 1/2 FEET SOUTHEAST AND ACROSS TRACK FROM A 12-INCH
 KB0239'ASH TREE, 72 1/2 FEET SOUTHEAST AND ACROSS TRACK FROM AN IRON
 KB0239'FENCE CORNER POST, 1 FOOT WEST OF A FENCE LINE, 2 FEET SOUTH OF
 KB0239'A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF
 KB0239'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0239
 KB0239                          STATION RECOVERY (2000)
 KB0239
 KB0239'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0239'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0239'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB0239' 
 KB0239' 
 KB0239'
 KB0239
 KB0239                          STATION RECOVERY (2005)
 KB0239
 KB0239'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0199 ***********************************************************************
 KB0199  DESIGNATION -  K 176
 KB0199  PID         -  KB0199
 KB0199  STATE/COUNTY-  IL/COLES
 KB0199  USGS QUAD   -  MATTOON EAST (1984)
 KB0199
 KB0199                         *CURRENT SURVEY CONTROL
 KB0199  ___________________________________________________________________
 KB0199* NAD 83(1986)-  39 25 19.     (N)    088 17 04.     (W)     SCALED    
 KB0199* NAVD 88     -       229.178  (meters)     751.89   (feet)  ADJUSTED  
 KB0199  ___________________________________________________________________
 KB0199  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0199  DYNAMIC HT  -         229.045 (meters)     751.46  (feet)  COMP
 KB0199  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 KB0199
 KB0199  VERT ORDER  -  FIRST     CLASS II
 KB0199
 KB0199.The horizontal coordinates were scaled from a topographic map and have
 KB0199.an estimated accuracy of +/- 6 seconds.
 KB0199
 KB0199.The orthometric height was determined by differential leveling
 KB0199.and adjusted by the National Geodetic Survey in June 1991..
 KB0199
 KB0199.The geoid height was determined by GEOID03.
 KB0199
 KB0199.The dynamic height is computed by dividing the NAVD 88
 KB0199.geopotential number by the normal gravity value computed on the
 KB0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0199.degrees latitude (g = 980.6199 gals.).
 KB0199
 KB0199.The modeled gravity was interpolated from observed gravity values.
 KB0199
 KB0199;                    North         East    Units  Estimated Accuracy
 KB0199;SPC IL E     -   305,820.      304,210.      MT  (+/- 180 meters Scaled)
 KB0199
 KB0199                          SUPERSEDED SURVEY CONTROL
 KB0199
 KB0199  NGVD 29 (??/??/92)  229.239  (m)          752.10   (f) ADJ UNCH    1 2
 KB0199
 KB0199.Superseded values are not recommended for survey control.
 KB0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0199.See file dsdata.txt to determine how the superseded data were derived.
 KB0199
 KB0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ894643(NAD 83)
 KB0199_MARKER: DB = BENCH MARK DISK
 KB0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0199_STAMPING: K 176 1956
 KB0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0199+STABILITY: SURFACE MOTION
 KB0199
 KB0199  HISTORY     - Date     Condition        Report By
 KB0199  HISTORY     - 1956     MONUMENTED       CGS
 KB0199  HISTORY     - 1973     GOOD             NGS
 KB0199  HISTORY     - 20050302 MARK NOT FOUND   ILDT
 KB0199
 KB0199                          STATION DESCRIPTION
 KB0199
 KB0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0199'0.2 MI NE FROM LERNA.
 KB0199'ABOUT 0.2 MILE NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0199'LOUIS RAILROAD FROM THE STATION AT LERNA, ABOUT 0.25 MILE NORTHEAST
 KB0199'OF INTERSECTION OF THE ILLINOIS CENTRAL RAILROAD, 206 FEET
 KB0199'NORTHEAST OF CENTER OF CROSSING OF A NORTH-SOUTH BLACK TOP ROAD,
 KB0199'26 1/2 FEET NORTHWEST OF NORTHWEST RAIL, 105 1/2 FEET WEST AND
 KB0199'ACROSS TRACK FROM TELEPHONE POLE NO. 327/13, 63 1/2 FEET NORTH
 KB0199'AND ACROSS TRACK FROM TELEPHONE POLE NO. 327/14, 235 FEET SOUTHWEST
 KB0199'OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET
 KB0199'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW
 KB0199'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KB0199'3 INCHES.
 KB0199
 KB0199                          STATION RECOVERY (1973)
 KB0199
 KB0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0199'RECOVERED IN GOOD CONDITION.
 KB0199
 KB0199                          STATION RECOVERY (2005)
 KB0199
 KB0199'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0028 ***********************************************************************
 KB0028  CBN         -  This is a Cooperative Base Network Control Station.
 KB0028  DESIGNATION -  K 177
 KB0028  PID         -  KB0028
 KB0028  STATE/COUNTY-  IL/COLES
 KB0028  USGS QUAD   -  OAKLAND (1982)
 KB0028
 KB0028                         *CURRENT SURVEY CONTROL
 KB0028  ___________________________________________________________________
 KB0028* NAD 83(1997)-  39 37 51.26050(N)    088 03 26.94899(W)     ADJUSTED  
 KB0028* NAVD 88     -       200.571  (meters)     658.04   (feet)  ADJUSTED  
 KB0028  ___________________________________________________________________
 KB0028  X           -     166,740.877 (meters)                     COMP
 KB0028  Y           -  -4,916,251.325 (meters)                     COMP
 KB0028  Z           -   4,046,615.203 (meters)                     COMP
 KB0028  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KB0028  ELLIP HEIGHT-         168.51  (meters)          (10/15/04) GPS OBS
 KB0028  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0028  DYNAMIC HT  -         200.461 (meters)     657.68  (feet)  COMP
 KB0028  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 KB0028
 KB0028  HORZ ORDER  -  B
 KB0028  VERT ORDER  -  FIRST     CLASS II
 KB0028  ELLP ORDER  -  FOURTH    CLASS II
 KB0028
 KB0028.The horizontal coordinates were established by GPS observations
 KB0028.and adjusted by the National Geodetic Survey in July 1998..
 KB0028
 KB0028.The orthometric height was determined by differential leveling
 KB0028.and adjusted by the National Geodetic Survey in June 1991..
 KB0028
 KB0028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0028
 KB0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0028
 KB0028.The ellipsoidal height was determined by GPS observations
 KB0028.and is referenced to NAD 83.
 KB0028
 KB0028.The geoid height was determined by GEOID03.
 KB0028
 KB0028.The dynamic height is computed by dividing the NAVD 88
 KB0028.geopotential number by the normal gravity value computed on the
 KB0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0028.degrees latitude (g = 980.6199 gals.).
 KB0028
 KB0028.The modeled gravity was interpolated from observed gravity values.
 KB0028
 KB0028;                    North         East     Units Scale Factor Converg.
 KB0028;SPC IL E     -   329,056.756   323,681.442   MT  0.99998190   +0 10 33.4
 KB0028;SPC IL E     - 1,079,580.37  1,061,944.86   sFT  0.99998190   +0 10 33.4
 KB0028;UTM  16      - 4,387,326.883   409,248.234   MT  0.99970140   -0 40 28.4
 KB0028
 KB0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0028!SPC IL E     -   0.99997356  x   0.99998190  =   0.99995546
 KB0028!UTM  16      -   0.99997356  x   0.99970140  =   0.99967497
 KB0028
 KB0028                          SUPERSEDED SURVEY CONTROL
 KB0028
 KB0028  ELLIP H (07/17/98)  168.50   (m)                       GP(       ) 4 1
 KB0028  NAVD 88 (07/17/98)  200.57   (m)          658.0    (f) LEVELING    3  
 KB0028  NGVD 29 (??/??/92)  200.652  (m)          658.31   (f) ADJ UNCH    1 2
 KB0028
 KB0028.Superseded values are not recommended for survey control.
 KB0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0028.See file dsdata.txt to determine how the superseded data were derived.
 KB0028
 KB0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ0924887327(NAD 83)
 KB0028_MARKER: DB = BENCH MARK DISK
 KB0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0028_STAMPING: K 177 1956
 KB0028_MARK LOGO: CGS   
 KB0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0028+STABILITY: SURFACE MOTION
 KB0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0028+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 KB0028
 KB0028  HISTORY     - Date     Condition        Report By
 KB0028  HISTORY     - 1956     MONUMENTED       CGS
 KB0028  HISTORY     - 1973     GOOD             ILHD
 KB0028  HISTORY     - 19970417 GOOD             NGS
 KB0028  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0028  HISTORY     - 20050304 GOOD             ILDT
 KB0028
 KB0028                          STATION DESCRIPTION
 KB0028
 KB0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0028'2.6 MI SW FROM OAKLAND.
 KB0028'ABOUT 2.6 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0028'LOUIS RAILROAD FROM THE STATION AT OAKLAND, ABOUT 0.85 MILE
 KB0028'NORTHEAST OF NORTHEAST END OF BRIDGE OVER EMBARRASS RIVER, AT A
 KB0028'NARROW EAST-WEST GRAVEL ROAD CROSSING, 45.2 FEET NORTHWEST OF
 KB0028'NORTHWEST RAIL, 48 FEET NORTH OF CENTER LINE OF ROAD, 54 FEET
 KB0028'NORTH-NORTHWEST OF CENTER OF CROSSING, 87 1/2 FEET
 KB0028'NORTH-NORTHWEST AND ACROSS TRACK AND ROAD FROM TELEPHONE POLE
 KB0028'NO. 306/06, 1 FOOT SOUTHEAST OF A FENCE LINE, 48 FEET NORTHEAST
 KB0028'OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 KB0028'POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 KB0028'POST PROJECTING 3 INCHES.
 KB0028
 KB0028                          STATION RECOVERY (1973)
 KB0028
 KB0028'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0028'RECOVERED IN GOOD CONDITION.
 KB0028
 KB0028                          STATION RECOVERY (1997)
 KB0028
 KB0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB0028'THE STATION IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHWEST OF OAKLAND.  TO
 KB0028'REACH FROM THE STATE ROUTE 133 CROSSING OF A RAILROAD TRACK IN THE
 KB0028'SOUTHEAST PART OF OAKLAND, GO WEST ON ROUTE 133 FOR 1.25 MI (2.01 KM)
 KB0028'TO A ROAD LEFT.  TURN LEFT, SOUTH, ON COUNTY ROAD 2300E FOR 1.7 MI
 KB0028'(2.7 KM) TO A CROSSROAD.  TURN RIGHT, WEST, ON COUNTY ROAD 1750N FOR
 KB0028'0.7 MI (1.1 KM) TO RAILROAD CROSSING, CONTINUE ACROSS TRACKS TO THE
 KB0028'STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE CROSSING, 15.7 M
 KB0028'(51.5 FT) NORTH OF THE CENTER OF THE ROAD, 13.8 M (45.3 FT) NORTHWEST
 KB0028'OF THE NORTHWEST RAIL, 16.5 M (54.1 FT) NORTHWEST OF THE CENTER OF THE
 KB0028'CROSSING, 9.2 M (30.2 FT) NORTHEAST OF A 15-CM ROUND IRON PIPE END
 KB0028'POST OF FENCE, 0.3 M (1.0 FT) SOUTHEAST OF A FENCE LINE, AND 0.6 M
 KB0028'(2.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.
 KB0028
 KB0028                          STATION RECOVERY (2000)
 KB0028
 KB0028'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0028'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0028'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB0028'
 KB0028
 KB0028                          STATION RECOVERY (2005)
 KB0028
 KB0028'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1506 ***********************************************************************
 KA1506  DESIGNATION -  K 178
 KA1506  PID         -  KA1506
 KA1506  STATE/COUNTY-  IL/EDGAR
 KA1506  USGS QUAD   -  PARIS NORTH (1979)
 KA1506
 KA1506                         *CURRENT SURVEY CONTROL
 KA1506  ___________________________________________________________________
 KA1506* NAD 83(1986)-  39 39 07.     (N)    087 43 09.     (W)     SCALED    
 KA1506* NAVD 88     -       207.316  (meters)     680.17   (feet)  ADJUSTED  
 KA1506  ___________________________________________________________________
 KA1506  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KA1506  DYNAMIC HT  -         207.207 (meters)     679.81  (feet)  COMP
 KA1506  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 KA1506
 KA1506  VERT ORDER  -  FIRST     CLASS II
 KA1506
 KA1506.The horizontal coordinates were scaled from a topographic map and have
 KA1506.an estimated accuracy of +/- 6 seconds.
 KA1506
 KA1506.The orthometric height was determined by differential leveling
 KA1506.and adjusted by the National Geodetic Survey in June 1991..
 KA1506
 KA1506.The geoid height was determined by GEOID03.
 KA1506
 KA1506.The dynamic height is computed by dividing the NAVD 88
 KA1506.geopotential number by the normal gravity value computed on the
 KA1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1506.degrees latitude (g = 980.6199 gals.).
 KA1506
 KA1506.The modeled gravity was interpolated from observed gravity values.
 KA1506
 KA1506;                    North         East    Units  Estimated Accuracy
 KA1506;SPC IL E     -   331,540.      352,710.      MT  (+/- 180 meters Scaled)
 KA1506
 KA1506                          SUPERSEDED SURVEY CONTROL
 KA1506
 KA1506  NGVD 29 (??/??/92)  207.410  (m)          680.48   (f) ADJ UNCH    1 2
 KA1506
 KA1506.Superseded values are not recommended for survey control.
 KA1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1506.See file dsdata.txt to determine how the superseded data were derived.
 KA1506
 KA1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ383893(NAD 83)
 KA1506_MARKER: DB = BENCH MARK DISK
 KA1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1506_STAMPING: K 178 1956
 KA1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1506+STABILITY: SURFACE MOTION
 KA1506
 KA1506  HISTORY     - Date     Condition        Report By
 KA1506  HISTORY     - 1956     MONUMENTED       CGS
 KA1506
 KA1506                          STATION DESCRIPTION
 KA1506
 KA1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1506'3.6 MI NW FROM PARIS.
 KA1506'ABOUT 0.45 MILE WEST ALONG WEST COURT STREET FROM THE COURT
 KA1506'HOUSE AT PARIS, THENCE ABOUT 1.55 MILES NORTH ALONG THE NEW
 KA1506'YORK CENTRAL RAILROAD, THENCE ABOUT 1.6 MILES NORTHWEST AND NORTH
 KA1506'ALONG A BRICK SURFACED ROAD, AT MORRIS AIRPORT, 29 FEET WEST
 KA1506'OF CENTER LINE OF ROAD, 35 FEET SOUTH OF CENTER LINE OF DRIVE
 KA1506'TO MORRIS RESIDENCE AND AIRPORT, 77 FEET SOUTHEAST AND ACROSS
 KA1506'DRIVE FROM SOUTHEAST CORNER OF MORRIS RESIDENCE, 44 FEET SOUTH
 KA1506'AND ACROSS DRIVE FROM SOUTH END OF CONCRETE BLOCK FENCE, 7 FEET
 KA1506'WEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, ABOUT 2 1/2
 KA1506'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KA1506'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0126 ***********************************************************************
 NG0126  DESIGNATION -  K 18
 NG0126  PID         -  NG0126
 NG0126  STATE/COUNTY-  IL/COOK
 NG0126  USGS QUAD   -  EVANSTON (1995)
 NG0126
 NG0126                         *CURRENT SURVEY CONTROL
 NG0126  ___________________________________________________________________
 NG0126* NAD 83(1986)-  42 04 18.     (N)    087 42 16.     (W)     SCALED    
 NG0126* NAVD 88     -       186.429  (meters)     611.64   (feet)  ADJUSTED  
 NG0126  ___________________________________________________________________
 NG0126  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NG0126  DYNAMIC HT  -         186.369 (meters)     611.45  (feet)  COMP
 NG0126  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 NG0126
 NG0126  VERT ORDER  -  FIRST     CLASS 0
 NG0126
 NG0126.The horizontal coordinates were scaled from a topographic map and have
 NG0126.an estimated accuracy of +/- 6 seconds.
 NG0126
 NG0126.The orthometric height was determined by differential leveling
 NG0126.and adjusted by the National Geodetic Survey in June 1991..
 NG0126
 NG0126.The geoid height was determined by GEOID03.
 NG0126
 NG0126.The dynamic height is computed by dividing the NAVD 88
 NG0126.geopotential number by the normal gravity value computed on the
 NG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0126.degrees latitude (g = 980.6199 gals.).
 NG0126
 NG0126.The modeled gravity was interpolated from observed gravity values.
 NG0126
 NG0126;                    North         East    Units  Estimated Accuracy
 NG0126;SPC IL E     -   600,250.      352,040.      MT  (+/- 180 meters Scaled)
 NG0126
 NG0126                          SUPERSEDED SURVEY CONTROL
 NG0126
 NG0126  NGVD 29 (??/??/92)  186.497  (m)          611.87   (f) ADJ UNCH    1 0
 NG0126
 NG0126.Superseded values are not recommended for survey control.
 NG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0126.See file dsdata.txt to determine how the superseded data were derived.
 NG0126
 NG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM417579(NAD 83)
 NG0126_MARKER: DB = BENCH MARK DISK
 NG0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0126_SP_SET: FOOTING
 NG0126_STAMPING: K 18 1934
 NG0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0126
 NG0126  HISTORY     - Date     Condition        Report By
 NG0126  HISTORY     - 1934     MONUMENTED       CGS
 NG0126  HISTORY     - 1973     GOOD             NGS
 NG0126  HISTORY     - 20000811 MARK NOT FOUND   PATRIC
 NG0126
 NG0126                          STATION DESCRIPTION
 NG0126
 NG0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0126'AT WILMETTE.
 NG0126'0.35 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0126'FROM THE STATION AT WILMETTE, 81.0 FEET SOUTHEAST OF THE CENTER
 NG0126'LINE OF OAKWOOD AVENUE, 40.0 FEET NORTHEAST OF THE NORTHEAST
 NG0126'CURB OF GREEN BAY ROAD, 6.0 FEET SOUTHWEST OF THE SOUTHWEST
 NG0126'RAIL OF SOUTHWEST TRACK, AT SIGNAL BRIDGE 338, SET IN TOP OF
 NG0126'EAST CORNER OF THE SOUTH CONCRETE FOOTING OF THE SIGNAL BRIDGE,
 NG0126'FLUSH WITH THE GROUND AND 1 FOOT BELOW THE TRACKS.  SEC 34,
 NG0126'T 42 N, R 13 E.
 NG0126
 NG0126                          STATION RECOVERY (2000)
 NG0126
 NG0126'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NG0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0095 ***********************************************************************
 JB0095  DESIGNATION -  K 181
 JB0095  PID         -  JB0095
 JB0095  STATE/COUNTY-  IL/JASPER
 JB0095  USGS QUAD   -  STE MARIE (1985)
 JB0095
 JB0095                         *CURRENT SURVEY CONTROL
 JB0095  ___________________________________________________________________
 JB0095* NAD 83(1986)-  38 55 16.     (N)    088 06 14.     (W)     SCALED    
 JB0095* NAVD 88     -       155.714  (meters)     510.87   (feet)  ADJUSTED  
 JB0095  ___________________________________________________________________
 JB0095  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JB0095  DYNAMIC HT  -         155.620 (meters)     510.56  (feet)  COMP
 JB0095  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JB0095
 JB0095  VERT ORDER  -  FIRST     CLASS II
 JB0095
 JB0095.The horizontal coordinates were scaled from a topographic map and have
 JB0095.an estimated accuracy of +/- 6 seconds.
 JB0095
 JB0095.The orthometric height was determined by differential leveling
 JB0095.and adjusted by the National Geodetic Survey in June 1991..
 JB0095
 JB0095.The geoid height was determined by GEOID03.
 JB0095
 JB0095.The dynamic height is computed by dividing the NAVD 88
 JB0095.geopotential number by the normal gravity value computed on the
 JB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0095.degrees latitude (g = 980.6199 gals.).
 JB0095
 JB0095.The modeled gravity was interpolated from observed gravity values.
 JB0095
 JB0095;                    North         East    Units  Estimated Accuracy
 JB0095;SPC IL E     -   250,250.      319,900.      MT  (+/- 180 meters Scaled)
 JB0095
 JB0095                          SUPERSEDED SURVEY CONTROL
 JB0095
 JB0095  NGVD 29 (??/??/92)  155.787  (m)          511.11   (f) ADJ UNCH    1 2
 JB0095
 JB0095.Superseded values are not recommended for survey control.
 JB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0095.See file dsdata.txt to determine how the superseded data were derived.
 JB0095
 JB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ043086(NAD 83)
 JB0095_MARKER: DB = BENCH MARK DISK
 JB0095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB0095_SP_SET: 24 FEET
 JB0095_STAMPING: K 181 1956
 JB0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0095
 JB0095  HISTORY     - Date     Condition        Report By
 JB0095  HISTORY     - 1956     MONUMENTED       CGS
 JB0095  HISTORY     - 1983     MARK NOT FOUND   USGS
 JB0095
 JB0095                          STATION DESCRIPTION
 JB0095
 JB0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0095'5.4 MI SE FROM NEWTON.
 JB0095'5.45 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0095'THE STATION AT NEWTON, ABOUT 0.4 MILE NORTHWEST OF MILE POST
 JB0095'P 166, ABOUT 0.7 MILE SOUTHEAST OF ROAD CROSSING AT BOOS, AT AN
 JB0095'EAST-WEST ROAD CROSSING, 21 FEET NROTHEAST OF NORTHEAST RAIL, 62
 JB0095'FEET SOUTHEAST OF CENTER OF ROAD CROSSING, 45 FEET SOUTH OF CENTER
 JB0095'LINE OF ROAD, 16 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 1
 JB0095'FOOT SOUTHWEST OF A FENCE LINE, 11 FEET SOUTH OF TWO STEEL MARKERS
 JB0095'FOR UNDERGROUND PIPE LINE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 JB0095'POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON TOP OF
 JB0095'A COPPER-COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED BY
 JB0095'A 4-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO
 JB0095'REFUSAL AT A DEPTH OF 24 FEET 1 1/2 INCHES.
 JB0095
 JB0095                          STATION RECOVERY (1983)
 JB0095
 JB0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 JB0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1315 ***********************************************************************
 KA1315  DESIGNATION -  K 182
 KA1315  PID         -  KA1315
 KA1315  STATE/COUNTY-  IL/CRAWFORD
 KA1315  USGS QUAD   -  HUTSONVILLE (1987)
 KA1315
 KA1315                         *CURRENT SURVEY CONTROL
 KA1315  ___________________________________________________________________
 KA1315* NAD 83(1986)-  39 06 22.     (N)    087 39 14.     (W)     SCALED    
 KA1315* NAVD 88     -       137.262  (meters)     450.33   (feet)  ADJUSTED  
 KA1315  ___________________________________________________________________
 KA1315  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KA1315  DYNAMIC HT  -         137.182 (meters)     450.07  (feet)  COMP
 KA1315  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 KA1315
 KA1315  VERT ORDER  -  FIRST     CLASS II
 KA1315
 KA1315.The horizontal coordinates were scaled from a topographic map and have
 KA1315.an estimated accuracy of +/- 6 seconds.
 KA1315
 KA1315.The orthometric height was determined by differential leveling
 KA1315.and adjusted by the National Geodetic Survey in June 1991..
 KA1315
 KA1315.The geoid height was determined by GEOID03.
 KA1315
 KA1315.The dynamic height is computed by dividing the NAVD 88
 KA1315.geopotential number by the normal gravity value computed on the
 KA1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1315.degrees latitude (g = 980.6199 gals.).
 KA1315
 KA1315.The modeled gravity was interpolated from observed gravity values.
 KA1315
 KA1315;                    North         East    Units  Estimated Accuracy
 KA1315;SPC IL E     -   270,980.      358,770.      MT  (+/- 180 meters Scaled)
 KA1315
 KA1315                          SUPERSEDED SURVEY CONTROL
 KA1315
 KA1315  NGVD 29 (??/??/92)  137.389  (m)          450.75   (f) ADJ UNCH    1 2
 KA1315
 KA1315.Superseded values are not recommended for survey control.
 KA1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1315.See file dsdata.txt to determine how the superseded data were derived.
 KA1315
 KA1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ434287(NAD 83)
 KA1315_MARKER: DB = BENCH MARK DISK
 KA1315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1315_SP_SET: BRIDGE
 KA1315_STAMPING: K 182 1956
 KA1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1315
 KA1315  HISTORY     - Date     Condition        Report By
 KA1315  HISTORY     - 1956     MONUMENTED       CGS
 KA1315
 KA1315                          STATION DESCRIPTION
 KA1315
 KA1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1315'AT HUTSONVILLE.
 KA1315'AT HUTSONVILLE, ABOUT 0.2 MILE SOUTHEAST ALONG LINCOLN NATIONAL
 KA1315'MEMORIAL HIGHWAY FROM THE SCHOOL, IN THE TOP OF NORTHEAST END OF
 KA1315'NORTHWEST CONCRETE ABUTMENT OF A LONG CONCRETE BRIDGE OVER
 KA1315'HUTSON CREEK, 19 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND
 KA1315'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA2085 ***********************************************************************
 KA2085  DESIGNATION -  K 182 RESET
 KA2085  PID         -  KA2085
 KA2085  STATE/COUNTY-  IL/CRAWFORD
 KA2085  USGS QUAD   -  HUTSONVILLE (1987)
 KA2085
 KA2085                         *CURRENT SURVEY CONTROL
 KA2085  ___________________________________________________________________
 KA2085* NAD 83(1986)-  39 06 22.     (N)    087 39 14.     (W)     SCALED    
 KA2085* NAVD 88     -       137.86   (meters)     452.3    (feet)  RESET     
 KA2085  ___________________________________________________________________
 KA2085  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KA2085
 KA2085  VERT ORDER  -  THIRD
 KA2085
 KA2085.The horizontal coordinates were scaled from a topographic map and have
 KA2085.an estimated accuracy of +/- 6 seconds.
 KA2085
 KA2085.The orthometric height was computed from unverified reset data.
 KA2085.No vertical observational check was made to the station.
 KA2085
 KA2085.The geoid height was determined by GEOID03.
 KA2085
 KA2085;                    North         East    Units  Estimated Accuracy
 KA2085;SPC IL E     -   270,980.      358,770.      MT  (+/- 180 meters Scaled)
 KA2085
 KA2085                          SUPERSEDED SURVEY CONTROL
 KA2085
 KA2085  NGVD 29 (03/28/06)  137.99   (m)          452.7    (f) RESET       3  
 KA2085
 KA2085.Superseded values are not recommended for survey control.
 KA2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA2085.See file dsdata.txt to determine how the superseded data were derived.
 KA2085
 KA2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ434287(NAD 83)
 KA2085_MARKER: DV = VERTICAL CONTROL DISK
 KA2085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KA2085_SP_SET: BRIDGE ABUTMENT
 KA2085_STAMPING: K 182 RESET 1992
 KA2085_MARK LOGO: NGS   
 KA2085_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA2085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA2085+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KA2085
 KA2085  HISTORY     - Date     Condition        Report By
 KA2085  HISTORY     - 1992     MONUMENTED       NGS
 KA2085
 KA2085                          STATION DESCRIPTION
 KA2085
 KA2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KA2085'IN HUTSONVILLE, ABOUT 0.2 MI (0.3 KM) SOUTHEAST ALONG MAIN STREET FROM
 KA2085'THE POST OFFICE, SET IN THE TOP OF THE NORTHEAST WING OF THE NORTH
 KA2085'ABUTMENT OF A LONG CONCRETE BRIDGE OVER HUTSON CREEK, 4.9 M
 KA2085'(16.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.7 M (5.6 FT)
 KA2085'SOUTH OF THE NORTH END OF THE NORTHEAST WING OF THE NORTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1287 ***********************************************************************
 KA1287  DESIGNATION -  K 183
 KA1287  PID         -  KA1287
 KA1287  STATE/COUNTY-  IL/CLARK
 KA1287  USGS QUAD   -  HUTTON (1983)
 KA1287
 KA1287                         *CURRENT SURVEY CONTROL
 KA1287  ___________________________________________________________________
 KA1287* NAD 83(1986)-  39 15 55.     (N)    087 36 34.     (W)     SCALED    
 KA1287* NAVD 88     -       138.355  (meters)     453.92   (feet)  ADJUSTED  
 KA1287  ___________________________________________________________________
 KA1287  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KA1287  DYNAMIC HT  -         138.274 (meters)     453.65  (feet)  COMP
 KA1287  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 KA1287
 KA1287  VERT ORDER  -  FIRST     CLASS II
 KA1287
 KA1287.The horizontal coordinates were scaled from a topographic map and have
 KA1287.an estimated accuracy of +/- 6 seconds.
 KA1287
 KA1287.The orthometric height was determined by differential leveling
 KA1287.and adjusted by the National Geodetic Survey in June 1991..
 KA1287
 KA1287.The geoid height was determined by GEOID03.
 KA1287
 KA1287.The dynamic height is computed by dividing the NAVD 88
 KA1287.geopotential number by the normal gravity value computed on the
 KA1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1287.degrees latitude (g = 980.6199 gals.).
 KA1287
 KA1287.The modeled gravity was interpolated from observed gravity values.
 KA1287
 KA1287;                    North         East    Units  Estimated Accuracy
 KA1287;SPC IL E     -   288,680.      362,470.      MT  (+/- 180 meters Scaled)
 KA1287
 KA1287                          SUPERSEDED SURVEY CONTROL
 KA1287
 KA1287  NGVD 29 (??/??/92)  138.469  (m)          454.29   (f) ADJ UNCH    1 2
 KA1287
 KA1287.Superseded values are not recommended for survey control.
 KA1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1287.See file dsdata.txt to determine how the superseded data were derived.
 KA1287
 KA1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ474463(NAD 83)
 KA1287_MARKER: DB = BENCH MARK DISK
 KA1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1287_STAMPING: K 183 1956
 KA1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1287+STABILITY: SURFACE MOTION
 KA1287
 KA1287  HISTORY     - Date     Condition        Report By
 KA1287  HISTORY     - 1956     MONUMENTED       CGS
 KA1287  HISTORY     - 19950803 MARK NOT FOUND   USPSQD
 KA1287  HISTORY     - 20050210 POOR             ILDT
 KA1287
 KA1287                          STATION DESCRIPTION
 KA1287
 KA1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1287'1.2 MI S FROM DARWIN.
 KA1287'1.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CEMETERY AT DARWIN,
 KA1287'ABOUT 0.4 MILE NORTH OF A CROSSROAD, 19 FEET EAST OF CENTER LINE OF
 KA1287'ROAD, 359 FEET SOUTH OF THE EXTENDED SOUTH FACE OF A TWO-STORY
 KA1287'FRAME HOUSE OWNED BY DAN GARD, 148 FEET SOUTH OF A FENCE CORNER AT
 KA1287'SOUTHWEST CORNER OF A BARN YARD, 156 FEET NORTH OF CENTER OF EAST
 KA1287'END OF A 2-FOOT BOX CULVERT UNDER ROAD, 4 FEET NORTH OF A
 KA1287'TELEPHONE POLE, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A
 KA1287'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD
 KA1287'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KA1287
 KA1287                          STATION RECOVERY (1995)
 KA1287
 KA1287'RECOVERY NOTE BY US POWER SQUADRON 1995
 KA1287'MARK NOT FOUND.
 KA1287
 KA1287                          STATION RECOVERY (2005)
 KA1287
 KA1287'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1287'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1466 ***********************************************************************
 KA1466  DESIGNATION -  K 184
 KA1466  PID         -  KA1466
 KA1466  STATE/COUNTY-  IL/EDGAR
 KA1466  USGS QUAD   -  BROCTON (1982)
 KA1466
 KA1466                         *CURRENT SURVEY CONTROL
 KA1466  ___________________________________________________________________
 KA1466* NAD 83(1986)-  39 43 50.     (N)    087 54 34.     (W)     SCALED    
 KA1466* NAVD 88     -       207.103  (meters)     679.47   (feet)  ADJUSTED  
 KA1466  ___________________________________________________________________
 KA1466  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1466  DYNAMIC HT  -         206.992 (meters)     679.11  (feet)  COMP
 KA1466  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 KA1466
 KA1466  VERT ORDER  -  FIRST     CLASS II
 KA1466
 KA1466.The horizontal coordinates were scaled from a topographic map and have
 KA1466.an estimated accuracy of +/- 6 seconds.
 KA1466
 KA1466.The orthometric height was determined by differential leveling
 KA1466.and adjusted by the National Geodetic Survey in June 1991..
 KA1466
 KA1466.The geoid height was determined by GEOID03.
 KA1466
 KA1466.The dynamic height is computed by dividing the NAVD 88
 KA1466.geopotential number by the normal gravity value computed on the
 KA1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1466.degrees latitude (g = 980.6199 gals.).
 KA1466
 KA1466.The modeled gravity was interpolated from observed gravity values.
 KA1466
 KA1466;                    North         East    Units  Estimated Accuracy
 KA1466;SPC IL E     -   340,170.      336,340.      MT  (+/- 180 meters Scaled)
 KA1466
 KA1466                          SUPERSEDED SURVEY CONTROL
 KA1466
 KA1466  NGVD 29 (??/??/92)  207.178  (m)          679.72   (f) ADJ UNCH    1 2
 KA1466
 KA1466.Superseded values are not recommended for survey control.
 KA1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1466.See file dsdata.txt to determine how the superseded data were derived.
 KA1466
 KA1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ220982(NAD 83)
 KA1466_MARKER: DB = BENCH MARK DISK
 KA1466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KA1466_SP_SET: 34 FEET
 KA1466_STAMPING: K 184 1956
 KA1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1466
 KA1466  HISTORY     - Date     Condition        Report By
 KA1466  HISTORY     - 1956     MONUMENTED       CGS
 KA1466
 KA1466                          STATION DESCRIPTION
 KA1466
 KA1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1466'1.6 MI NE FROM BROCTON.
 KA1466'ABOUT 1.55 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1466'LOUIS RAILROAD FROM THE STATION AT BROCTON, AT A NORTH-SOUTH
 KA1466'ROAD CROSSING, IN SECTION 30, T. 15 N., R. 13 W., 36 1/2 FEET
 KA1466'NORTHWEST OF NORTHWEST RAIL, 96 FEET NORTH-NORTHEAST OF CENTER
 KA1466'OF CROSSING, 40 FEET EAST OF CENTER LINE OF ROAD, 95 FEET WEST
 KA1466'AND ACROSS TRACK FROM TELEPHONE POLE NO. 295/28, 37 1/2 FEET
 KA1466'SOUTHEAST OF A POWER LINE POLE ON A NORTH-SOUTH POWER LINE,
 KA1466'23 1/2 FEET NORTHEAST OF SOUTHWEST END OF A FENCE LINE, 3/4 FEET
 KA1466'SOUTHEAST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 KA1466'WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND IS A DISK ON
 KA1466'TOP OF A COPPER-COATED STEEL ROD PROJECTING 1 INCH AND PROTECTED
 KA1466'BY A 4-INCH TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO
 KA1466'REFUSAL AT A DEPTH OF 34 FEET 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0001 ***********************************************************************
 MF0001  DESIGNATION -  K 19
 MF0001  PID         -  MF0001
 MF0001  STATE/COUNTY-  IL/KANE
 MF0001  USGS QUAD   -  GENEVA (1993)
 MF0001
 MF0001                         *CURRENT SURVEY CONTROL
 MF0001  ___________________________________________________________________
 MF0001* NAD 83(1986)-  41 58 34.     (N)    088 18 57.     (W)     SCALED    
 MF0001* NAVD 88     -       218.203  (meters)     715.89   (feet)  ADJUSTED  
 MF0001  ___________________________________________________________________
 MF0001  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MF0001  DYNAMIC HT  -         218.129 (meters)     715.64  (feet)  COMP
 MF0001  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 MF0001
 MF0001  VERT ORDER  -  SECOND    CLASS 0
 MF0001
 MF0001.The horizontal coordinates were scaled from a topographic map and have
 MF0001.an estimated accuracy of +/- 6 seconds.
 MF0001
 MF0001.The orthometric height was determined by differential leveling
 MF0001.and adjusted by the National Geodetic Survey in June 1991..
 MF0001
 MF0001.The geoid height was determined by GEOID03.
 MF0001
 MF0001.The dynamic height is computed by dividing the NAVD 88
 MF0001.geopotential number by the normal gravity value computed on the
 MF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0001.degrees latitude (g = 980.6199 gals.).
 MF0001
 MF0001.The modeled gravity was interpolated from observed gravity values.
 MF0001
 MF0001;                    North         East    Units  Estimated Accuracy
 MF0001;SPC IL E     -   589,450.      301,450.      MT  (+/- 180 meters Scaled)
 MF0001
 MF0001                          SUPERSEDED SURVEY CONTROL
 MF0001
 MF0001  NGVD 29 (??/??/92)  218.28   (m)          716.1    (f) COMPUTED    2 0
 MF0001
 MF0001.Superseded values are not recommended for survey control.
 MF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0001.See file dsdata.txt to determine how the superseded data were derived.
 MF0001
 MF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM909479(NAD 83)
 MF0001_MARKER: DB = BENCH MARK DISK
 MF0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0001_SP_SET: CULVERT
 MF0001_STAMPING: ELEV 716.130 K 19 1934
 MF0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0001
 MF0001  HISTORY     - Date     Condition        Report By
 MF0001  HISTORY     - 1934     MONUMENTED       CGS
 MF0001  HISTORY     - UNK      POOR             NGS
 MF0001  HISTORY     - 1947     POOR             NGS
 MF0001  HISTORY     - 19980522 MARK NOT FOUND   USPSQD
 MF0001
 MF0001                          STATION DESCRIPTION
 MF0001
 MF0001'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 MF0001'5.6 MI S FROM ELGIN.
 MF0001'5.6 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE CITY HALL AT
 MF0001'ELGIN, KANE COUNTY, 174 FEET WEST OF THE CENTER OF THE INTERSECTION
 MF0001'OF A ROAD LEADING NORTH, 13 FEET SOUTH OF THE CENTERLINE OF THE
 MF0001'HIGHWAY, AT A 4-BY 10-FOOT CONCRETE-BOX CULVERT IN THE CENTER OF
 MF0001'THE TOP OF THE SOUTH HEADWALL, AND ABOUT 2 1/2 FEET HIGHER THAN
 MF0001'THE HIGHWAY.  A STANDARD DISK, STAMPED ELEV 716.130 K 19 1934.
 MF0001'NOTE-- THE HEADWALL ADJACENT TO THE DESK IS CRACKED TRANSVERSELY
 MF0001'AND MAY HAVE DISTURBED THE MARK.
 MF0001
 MF0001                          STATION RECOVERY (1947)
 MF0001
 MF0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 MF0001'MARK RECOVERED IN POOR CONDITION.
 MF0001
 MF0001                          STATION RECOVERY (1998)
 MF0001
 MF0001'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0002 ***********************************************************************
 MF0002  DESIGNATION -  K 19 RESET 1967
 MF0002  PID         -  MF0002
 MF0002  STATE/COUNTY-  IL/KANE
 MF0002  USGS QUAD   -  AURORA NORTH (1993)
 MF0002
 MF0002                         *CURRENT SURVEY CONTROL
 MF0002  ___________________________________________________________________
 MF0002* NAD 83(1986)-  41 45 24.     (N)    088 20 37.     (W)     SCALED    
 MF0002* NAVD 88     -       216.45   (meters)     710.1    (feet)  RESET     
 MF0002  ___________________________________________________________________
 MF0002  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0002
 MF0002  VERT ORDER  -  THIRD
 MF0002
 MF0002.The horizontal coordinates were scaled from a topographic map and have
 MF0002.an estimated accuracy of +/- 6 seconds.
 MF0002
 MF0002.The orthometric height was computed from unverified reset data.
 MF0002.No vertical observational check was made to the station.
 MF0002
 MF0002.The geoid height was determined by GEOID03.
 MF0002
 MF0002;                    North         East    Units  Estimated Accuracy
 MF0002;SPC IL E     -   565,080.      299,150.      MT  (+/- 180 meters Scaled)
 MF0002
 MF0002                          SUPERSEDED SURVEY CONTROL
 MF0002
 MF0002  NGVD 29 (??/??/??)  216.52   (m)          710.4    (f) RESET       3  
 MF0002
 MF0002.Superseded values are not recommended for survey control.
 MF0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0002.See file dsdata.txt to determine how the superseded data were derived.
 MF0002
 MF0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM883236(NAD 83)
 MF0002_MARKER: DD = SURVEY DISK
 MF0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0002_SP_SET: CULVERT
 MF0002_STAMPING: K 19 RESET 1967
 MF0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0002
 MF0002  HISTORY     - Date     Condition        Report By
 MF0002  HISTORY     - 1967     MONUMENTED       ILHD
 MF0002  HISTORY     - 1968     GOOD             NGS
 MF0002  HISTORY     - 1988     GOOD             USPSQD
 MF0002  HISTORY     - 1989     GOOD             USPSQD
 MF0002  HISTORY     - 19980522 GOOD             USPSQD
 MF0002
 MF0002                          STATION DESCRIPTION
 MF0002
 MF0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MF0002'5.6 MI S FROM ELGIN.
 MF0002'5.6 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE CITY HALL AT
 MF0002'ELGIN, 178 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 MF0002'NORTH (MC LEAN BOULEVARD), 33 FEET SOUTH OF THE CENTER LINE OF
 MF0002'THE HIGHWAY, AT A 9 X 3 FOOT BOX CULVERT AND IN THE CENTER OF
 MF0002'THE TOP OF THE SOUTH HEADWALL, 3 1/2 FEET BELOW THE LEVEL OF THE
 MF0002'HIGHWAY.
 MF0002
 MF0002                          STATION RECOVERY (1988)
 MF0002
 MF0002'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGH)
 MF0002'RECOVERED IN GOOD CONDITION.
 MF0002
 MF0002                          STATION RECOVERY (1989)
 MF0002
 MF0002'RECOVERY NOTE BY US POWER SQUADRON 1989 (EW)
 MF0002'RECOVERED IN GOOD CONDITION.
 MF0002
 MF0002                          STATION RECOVERY (1998)
 MF0002
 MF0002'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0307 ***********************************************************************
 MG0307  DESIGNATION -  K 190
 MG0307  PID         -  MG0307
 MG0307  STATE/COUNTY-  IL/HENRY
 MG0307  USGS QUAD   -  ATKINSON (1991)
 MG0307
 MG0307                         *CURRENT SURVEY CONTROL
 MG0307  ___________________________________________________________________
 MG0307* NAD 83(1986)-  41 23 46.     (N)    090 01 06.     (W)     SCALED    
 MG0307* NAVD 88     -       224.630  (meters)     736.97   (feet)  ADJUSTED  
 MG0307  ___________________________________________________________________
 MG0307  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MG0307  DYNAMIC HT  -         224.541 (meters)     736.68  (feet)  COMP
 MG0307  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 MG0307
 MG0307  VERT ORDER  -  SECOND    CLASS 0
 MG0307
 MG0307.The horizontal coordinates were scaled from a topographic map and have
 MG0307.an estimated accuracy of +/- 6 seconds.
 MG0307
 MG0307.The orthometric height was determined by differential leveling
 MG0307.and adjusted by the National Geodetic Survey in June 1991..
 MG0307
 MG0307.The geoid height was determined by GEOID03.
 MG0307
 MG0307.The dynamic height is computed by dividing the NAVD 88
 MG0307.geopotential number by the normal gravity value computed on the
 MG0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0307.degrees latitude (g = 980.6199 gals.).
 MG0307
 MG0307.The modeled gravity was interpolated from observed gravity values.
 MG0307
 MG0307;                    North         East    Units  Estimated Accuracy
 MG0307;SPC IL W     -   525,030.      712,400.      MT  (+/- 180 meters Scaled)
 MG0307
 MG0307                          SUPERSEDED SURVEY CONTROL
 MG0307
 MG0307  NGVD 29 (??/??/92)  224.700  (m)          737.20   (f) ADJ UNCH    2 0
 MG0307
 MG0307.Superseded values are not recommended for survey control.
 MG0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0307.See file dsdata.txt to determine how the superseded data were derived.
 MG0307
 MG0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF492870(NAD 83)
 MG0307_MARKER: DB = BENCH MARK DISK
 MG0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0307_STAMPING: K 190 1959
 MG0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0307+STABILITY: SURFACE MOTION
 MG0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0307+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0307
 MG0307  HISTORY     - Date     Condition        Report By
 MG0307  HISTORY     - 1959     MONUMENTED       CGS
 MG0307  HISTORY     - 19960809 GOOD             USPSQD
 MG0307  HISTORY     - 20010919 GOOD             USPSQD
 MG0307  HISTORY     - 20040303 GOOD             USPSQD
 MG0307
 MG0307                          STATION DESCRIPTION
 MG0307
 MG0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0307'1.4 MI S FROM ATKINSON.
 MG0307'ABOUT 1.35 MILES SOUTH ALONG BLACKTOP ROAD FROM THE ATKINSON
 MG0307'HIGH SCHOOL AT ATKINSON, AT A FENCE CORNER AND AT THE NORTHEAST
 MG0307'CORNER OF A CEMETERY, 41.6 FEET WEST OF THE CENTER LINE OF THE
 MG0307'ROAD, 2.3 FEET NORTH-NORTHEAST OF FENCE CORNER, 7 FEET NORTH OF
 MG0307'A SMALL LONE PINE TREE, 3.4 FEET NORTH OF A RIGHT-OF-WAY MARKER,
 MG0307'1.3 FEET EAST OF FENCE LINE, 5.6 FEET WEST OF A METAL WITNESS
 MG0307'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES,
 MG0307'ABOUT LEVEL WITH THE ROAD.
 MG0307
 MG0307                          STATION RECOVERY (1996)
 MG0307
 MG0307'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0307'RECOVERED IN GOOD CONDITION.
 MG0307
 MG0307                          STATION RECOVERY (2001)
 MG0307
 MG0307'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0307'RECOVERED IN GOOD CONDITION.
 MG0307
 MG0307                          STATION RECOVERY (2004)
 MG0307
 MG0307'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1005 ***********************************************************************
 MF1005  DESIGNATION -  K 191
 MF1005  PID         -  MF1005
 MF1005  STATE/COUNTY-  IL/BUREAU
 MF1005  USGS QUAD   -  NEPONSET (1994)
 MF1005
 MF1005                         *CURRENT SURVEY CONTROL
 MF1005  ___________________________________________________________________
 MF1005* NAD 83(1986)-  41 21 55.     (N)    089 45 05.     (W)     SCALED    
 MF1005* NAVD 88     -       200.006  (meters)     656.19   (feet)  ADJUSTED  
 MF1005  ___________________________________________________________________
 MF1005  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF1005  DYNAMIC HT  -         199.925 (meters)     655.92  (feet)  COMP
 MF1005  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 MF1005
 MF1005  VERT ORDER  -  SECOND    CLASS 0
 MF1005
 MF1005.The horizontal coordinates were scaled from a topographic map and have
 MF1005.an estimated accuracy of +/- 6 seconds.
 MF1005
 MF1005.The orthometric height was determined by differential leveling
 MF1005.and adjusted by the National Geodetic Survey in June 1991..
 MF1005
 MF1005.The geoid height was determined by GEOID03.
 MF1005
 MF1005.The dynamic height is computed by dividing the NAVD 88
 MF1005.geopotential number by the normal gravity value computed on the
 MF1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1005.degrees latitude (g = 980.6199 gals.).
 MF1005
 MF1005.The modeled gravity was interpolated from observed gravity values.
 MF1005
 MF1005;                    North         East    Units  Estimated Accuracy
 MF1005;SPC IL W     -   521,670.      734,740.      MT  (+/- 180 meters Scaled)
 MF1005
 MF1005                          SUPERSEDED SURVEY CONTROL
 MF1005
 MF1005  NGVD 29 (??/??/92)  200.085  (m)          656.45   (f) ADJ UNCH    2 0
 MF1005
 MF1005.Superseded values are not recommended for survey control.
 MF1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1005.See file dsdata.txt to determine how the superseded data were derived.
 MF1005
 MF1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL698829(NAD 83)
 MF1005_MARKER: DB = BENCH MARK DISK
 MF1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF1005_SP_SET: BRIDGE
 MF1005_STAMPING: K 191 1959
 MF1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1005
 MF1005  HISTORY     - Date     Condition        Report By
 MF1005  HISTORY     - 1959     MONUMENTED       CGS
 MF1005  HISTORY     - 19951230 GOOD             USPSQD
 MF1005  HISTORY     - 20010509 GOOD             USPSQD
 MF1005  HISTORY     - 20060203 GOOD             USPSQD
 MF1005
 MF1005                          STATION DESCRIPTION
 MF1005
 MF1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1005'1 MI W FROM SHEFFIELD.
 MF1005'ABOUT 0.75 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1005'ROCK ISLAND AND PACIFIC RAILWAY STATION AT SHEFFIELD, THENCE 0.2
 MF1005'MILES NORTH ALONG GRAVEL ROAD, SET IN THE TOP OF THE SOUTHEAST
 MF1005'END OF THE WINGWALL AT THE NORTHWEST CORNER OF A 60-FOOT CONCRETE
 MF1005'BRIDGE, 12 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT
 MF1005'BELOW THE LEVEL OF THE ROAD.
 MF1005
 MF1005                          STATION RECOVERY (1995)
 MF1005
 MF1005'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1005'RECOVERED IN GOOD CONDITION.
 MF1005
 MF1005                          STATION RECOVERY (2001)
 MF1005
 MF1005'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1005'RECOVERED IN GOOD CONDITION.
 MF1005
 MF1005                          STATION RECOVERY (2006)
 MF1005
 MF1005'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF1005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0934 ***********************************************************************
 MF0934  DESIGNATION -  K 192
 MF0934  PID         -  MF0934
 MF0934  STATE/COUNTY-  IL/BUREAU
 MF0934  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0934
 MF0934                         *CURRENT SURVEY CONTROL
 MF0934  ___________________________________________________________________
 MF0934* NAD 83(1986)-  41 23 34.     (N)    089 25 32.     (W)     SCALED    
 MF0934* NAVD 88     -       215.292  (meters)     706.34   (feet)  ADJUSTED  
 MF0934  ___________________________________________________________________
 MF0934  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF0934  DYNAMIC HT  -         215.204 (meters)     706.05  (feet)  COMP
 MF0934  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 MF0934
 MF0934  VERT ORDER  -  SECOND    CLASS 0
 MF0934
 MF0934.The horizontal coordinates were scaled from a topographic map and have
 MF0934.an estimated accuracy of +/- 6 seconds.
 MF0934
 MF0934.The orthometric height was determined by differential leveling
 MF0934.and adjusted by the National Geodetic Survey in June 1991..
 MF0934
 MF0934.The geoid height was determined by GEOID03.
 MF0934
 MF0934.The dynamic height is computed by dividing the NAVD 88
 MF0934.geopotential number by the normal gravity value computed on the
 MF0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0934.degrees latitude (g = 980.6199 gals.).
 MF0934
 MF0934.The modeled gravity was interpolated from observed gravity values.
 MF0934
 MF0934;                    North         East    Units  Estimated Accuracy
 MF0934;SPC IL W     -   524,910.      761,980.      MT  (+/- 180 meters Scaled)
 MF0934
 MF0934                          SUPERSEDED SURVEY CONTROL
 MF0934
 MF0934  NGVD 29 (??/??/92)  215.368  (m)          706.59   (f) ADJ UNCH    2 0
 MF0934
 MF0934.Superseded values are not recommended for survey control.
 MF0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0934.See file dsdata.txt to determine how the superseded data were derived.
 MF0934
 MF0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL972852(NAD 83)
 MF0934_MARKER: DB = BENCH MARK DISK
 MF0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0934_SP_SET: CULVERT
 MF0934_STAMPING: K 192 1959
 MF0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0934
 MF0934  HISTORY     - Date     Condition        Report By
 MF0934  HISTORY     - 1959     MONUMENTED       CGS
 MF0934  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF0934  HISTORY     - 20010425 MARK NOT FOUND   USPSQD
 MF0934  HISTORY     - 20051005 MARK NOT FOUND   USPSQD
 MF0934
 MF0934                          STATION DESCRIPTION
 MF0934
 MF0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0934'3.2 MI NE FROM PRINCETON.
 MF0934'ABOUT 2.35 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST
 MF0934'OFFICE AT PRINCETON, THENCE 0.9 MILES EAST ALONG A GRAVEL ROAD,
 MF0934'ABOUT 0.3 MILES EAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH,
 MF0934'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 4-FOOT
 MF0934'CONCRETE BOX CULVERT, 11 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MF0934'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 MF0934
 MF0934                          STATION RECOVERY (1996)
 MF0934
 MF0934'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0934'MARK NOT FOUND.
 MF0934
 MF0934                          STATION RECOVERY (2001)
 MF0934
 MF0934'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0934'MARK NOT FOUND.
 MF0934
 MF0934                          STATION RECOVERY (2005)
 MF0934
 MF0934'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0934'BOX CULVERT MISSING. BELIEVED STATION DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0809 ***********************************************************************
 MF0809  DESIGNATION -  K 193
 MF0809  PID         -  MF0809
 MF0809  STATE/COUNTY-  IL/BUREAU
 MF0809  USGS QUAD   -  DEPUE (1979)
 MF0809
 MF0809                         *CURRENT SURVEY CONTROL
 MF0809  ___________________________________________________________________
 MF0809* NAD 83(1986)-  41 19 13.     (N)    089 19 42.     (W)     SCALED    
 MF0809* NAVD 88     -       144.567  (meters)     474.30   (feet)  ADJUSTED  
 MF0809  ___________________________________________________________________
 MF0809  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF0809  DYNAMIC HT  -         144.509 (meters)     474.11  (feet)  COMP
 MF0809  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 MF0809
 MF0809  VERT ORDER  -  FIRST     CLASS II
 MF0809
 MF0809.The horizontal coordinates were scaled from a topographic map and have
 MF0809.an estimated accuracy of +/- 6 seconds.
 MF0809
 MF0809.The orthometric height was determined by differential leveling
 MF0809.and adjusted by the National Geodetic Survey in June 1991..
 MF0809
 MF0809.The geoid height was determined by GEOID03.
 MF0809
 MF0809.The dynamic height is computed by dividing the NAVD 88
 MF0809.geopotential number by the normal gravity value computed on the
 MF0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0809.degrees latitude (g = 980.6199 gals.).
 MF0809
 MF0809.The modeled gravity was interpolated from observed gravity values.
 MF0809
 MF0809;                    North         East    Units  Estimated Accuracy
 MF0809;SPC IL W     -   516,930.      770,190.      MT  (+/- 180 meters Scaled)
 MF0809
 MF0809                          SUPERSEDED SURVEY CONTROL
 MF0809
 MF0809  NGVD 29 (??/??/92)  144.631  (m)          474.51   (f) ADJ UNCH    1 2
 MF0809
 MF0809.Superseded values are not recommended for survey control.
 MF0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0809.See file dsdata.txt to determine how the superseded data were derived.
 MF0809
 MF0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL051769(NAD 83)
 MF0809_MARKER: DB = BENCH MARK DISK
 MF0809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0809_SP_SET: OVERPASS
 MF0809_STAMPING: K 193 1959
 MF0809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0809
 MF0809  HISTORY     - Date     Condition        Report By
 MF0809  HISTORY     - 1959     MONUMENTED       CGS
 MF0809  HISTORY     - 1960     GOOD             NGS
 MF0809  HISTORY     - 1981     GOOD             AEROS
 MF0809  HISTORY     - 19960316 GOOD             USPSQD
 MF0809  HISTORY     - 20010606 MARK NOT FOUND   USPSQD
 MF0809  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 MF0809
 MF0809                          STATION DESCRIPTION
 MF0809
 MF0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0809'1.2 MI W FROM DEPUE.
 MF0809'ABOUT 1.15 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0809'RAILROAD FROM THE STATION AT DEPUE, 0.15 MILE WEST OF MILEPOST 111,
 MF0809'SET IN THE TOP OF THE SOUTH END OF THE WEST BACK WALL TO A
 MF0809'RAILROAD OVERPASS OVER A PRIVATE ROAD, 7 FEET SOUTH OF THE SOUTH
 MF0809'RAIL OF THE SOUTH TRACK, 1 FOOT WEST OF THE WEST END OF THE SOUTH
 MF0809'CONCRETE RETAINING WALL, 1/2 FOOT NORTH OF THE SOUTH END OF THE
 MF0809'BACK WALL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 MF0809
 MF0809                          STATION RECOVERY (1981)
 MF0809
 MF0809'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 MF0809'RECOVERED IN GOOD CONDITION.
 MF0809
 MF0809                          STATION RECOVERY (1996)
 MF0809
 MF0809'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0809'RECOVERED IN GOOD CONDITION.
 MF0809
 MF0809                          STATION RECOVERY (2001)
 MF0809
 MF0809'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0809'MARK NOT FOUND.
 MF0809
 MF0809                          STATION RECOVERY (2005)
 MF0809
 MF0809'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0163 ***********************************************************************
 MG0163  DESIGNATION -  K 194
 MG0163  PID         -  MG0163
 MG0163  STATE/COUNTY-  IL/HENRY
 MG0163  USGS QUAD   -  ANDOVER (1991)
 MG0163
 MG0163                         *CURRENT SURVEY CONTROL
 MG0163  ___________________________________________________________________
 MG0163* NAD 83(1986)-  41 20 20.     (N)    090 19 57.     (W)     SCALED    
 MG0163* NAVD 88     -       235.951  (meters)     774.12   (feet)  ADJUSTED  
 MG0163  ___________________________________________________________________
 MG0163  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0163  DYNAMIC HT  -         235.857 (meters)     773.81  (feet)  COMP
 MG0163  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 MG0163
 MG0163  VERT ORDER  -  SECOND    CLASS 0
 MG0163
 MG0163.The horizontal coordinates were scaled from a topographic map and have
 MG0163.an estimated accuracy of +/- 6 seconds.
 MG0163
 MG0163.The orthometric height was determined by differential leveling
 MG0163.and adjusted by the National Geodetic Survey in June 1991..
 MG0163
 MG0163.The geoid height was determined by GEOID03.
 MG0163
 MG0163.The dynamic height is computed by dividing the NAVD 88
 MG0163.geopotential number by the normal gravity value computed on the
 MG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0163.degrees latitude (g = 980.6199 gals.).
 MG0163
 MG0163.The modeled gravity was interpolated from observed gravity values.
 MG0163
 MG0163;                    North         East    Units  Estimated Accuracy
 MG0163;SPC IL W     -   518,670.      686,120.      MT  (+/- 180 meters Scaled)
 MG0163
 MG0163                          SUPERSEDED SURVEY CONTROL
 MG0163
 MG0163  NGVD 29 (??/??/92)  236.022  (m)          774.35   (f) ADJ UNCH    2 0
 MG0163
 MG0163.Superseded values are not recommended for survey control.
 MG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0163.See file dsdata.txt to determine how the superseded data were derived.
 MG0163
 MG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF231798(NAD 83)
 MG0163_MARKER: DB = BENCH MARK DISK
 MG0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0163_STAMPING: K 194 1959
 MG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0163+STABILITY: SURFACE MOTION
 MG0163
 MG0163  HISTORY     - Date     Condition        Report By
 MG0163  HISTORY     - 1959     MONUMENTED       CGS
 MG0163  HISTORY     - 19960712 GOOD             USPSQD
 MG0163  HISTORY     - 20011027 GOOD             USPSQD
 MG0163  HISTORY     - 20040623 GOOD             USPSQD
 MG0163
 MG0163                          STATION DESCRIPTION
 MG0163
 MG0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0163'3.2 MI E FROM ORION.
 MG0163'ABOUT 0.25 MILES SOUTH ALONG A STREET FROM THE SOUTHEAST CORNER
 MG0163'OF THE MUNICIPAL PARK AT ORION, THENCE 2.1 MILES EAST ALONG A
 MG0163'BLACKTOP ROAD, THENCE 0.5 MILES SOUTH ALONG AN OILED ROAD, THENCE
 MG0163'0.3 MILES EAST ALONG AN OILED ROAD, 23 FEET SOUTH OF THE CENTER
 MG0163'LINE OF THE ROAD, 191 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY
 MG0163'SOUTH TO A FARM HOUSE, 2 FEET NORTH OF A FENCE LINE AND A T-FENCE
 MG0163'CORNER, 84 FEET EAST-SOUTHEAST AND ACROSS THE ROAD FROM A POWER
 MG0163'POLE WITH A TRANSFORMER, 2.4 FEET SOUTH OF A METAL WITNESS POST,
 MG0163'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 MG0163'CONCRETE POST PROJECTING 2 INCHES.
 MG0163
 MG0163                          STATION RECOVERY (1996)
 MG0163
 MG0163'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0163'RECOVERED IN GOOD CONDITION.
 MG0163
 MG0163                          STATION RECOVERY (2001)
 MG0163
 MG0163'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0163'RECOVERED IN GOOD CONDITION.
 MG0163
 MG0163                          STATION RECOVERY (2004)
 MG0163
 MG0163'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0230 ***********************************************************************
 MG0230  DESIGNATION -  K 195
 MG0230  PID         -  MG0230
 MG0230  STATE/COUNTY-  IL/KNOX
 MG0230  USGS QUAD   -  WATAGA (1982)
 MG0230
 MG0230                         *CURRENT SURVEY CONTROL
 MG0230  ___________________________________________________________________
 MG0230* NAD 83(1986)-  41 06 27.     (N)    090 19 24.     (W)     SCALED    
 MG0230* NAVD 88     -       239.165  (meters)     784.66   (feet)  ADJUSTED  
 MG0230  ___________________________________________________________________
 MG0230  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0230  DYNAMIC HT  -         239.063 (meters)     784.33  (feet)  COMP
 MG0230  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 MG0230
 MG0230  VERT ORDER  -  SECOND    CLASS 0
 MG0230
 MG0230.The horizontal coordinates were scaled from a topographic map and have
 MG0230.an estimated accuracy of +/- 6 seconds.
 MG0230
 MG0230.The orthometric height was determined by differential leveling
 MG0230.and adjusted by the National Geodetic Survey in June 1991..
 MG0230
 MG0230.The geoid height was determined by GEOID03.
 MG0230
 MG0230.The dynamic height is computed by dividing the NAVD 88
 MG0230.geopotential number by the normal gravity value computed on the
 MG0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0230.degrees latitude (g = 980.6199 gals.).
 MG0230
 MG0230.The modeled gravity was interpolated from observed gravity values.
 MG0230
 MG0230;                    North         East    Units  Estimated Accuracy
 MG0230;SPC IL W     -   492,980.      686,840.      MT  (+/- 180 meters Scaled)
 MG0230
 MG0230                          SUPERSEDED SURVEY CONTROL
 MG0230
 MG0230  NGVD 29 (??/??/92)  239.221  (m)          784.84   (f) ADJ UNCH    2 0
 MG0230
 MG0230.Superseded values are not recommended for survey control.
 MG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0230.See file dsdata.txt to determine how the superseded data were derived.
 MG0230
 MG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF247541(NAD 83)
 MG0230_MARKER: DB = BENCH MARK DISK
 MG0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0230_STAMPING: K 195 1959
 MG0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0230+STABILITY: SURFACE MOTION
 MG0230
 MG0230  HISTORY     - Date     Condition        Report By
 MG0230  HISTORY     - 1959     MONUMENTED       CGS
 MG0230  HISTORY     - 19971124 GOOD             USPSQD
 MG0230
 MG0230                          STATION DESCRIPTION
 MG0230
 MG0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0230'5.4 MI S FROM WOODHULL.
 MG0230'ABOUT 0.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0230'TANK AT WOODHULL, THENCE 5.0 MILES SOUTH ALONG A DIRT AND
 MG0230'GRAVEL ROAD, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 52
 MG0230'FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD, 50 FEET SOUTHEAST
 MG0230'OF THE CENTER LINE OF THE JUNCTION,19 FEET SOUTH OF A FENCE
 MG0230'CORNER, 6.5 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF AFENCE
 MG0230'LINE, 2.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 MG0230'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MG0230'2 INCHES.
 MG0230
 MG0230                          STATION RECOVERY (1997)
 MG0230
 MG0230'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0115 ***********************************************************************
 LD0115  DESIGNATION -  K 196
 LD0115  PID         -  LD0115
 LD0115  STATE/COUNTY-  IL/KNOX
 LD0115  USGS QUAD   -  APPLETON (1982)
 LD0115
 LD0115                         *CURRENT SURVEY CONTROL
 LD0115  ___________________________________________________________________
 LD0115* NAD 83(1986)-  40 54 27.     (N)    090 14 55.     (W)     SCALED    
 LD0115* NAVD 88     -       229.180  (meters)     751.90   (feet)  ADJUSTED  
 LD0115  ___________________________________________________________________
 LD0115  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0115  DYNAMIC HT  -         229.078 (meters)     751.57  (feet)  COMP
 LD0115  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 LD0115
 LD0115  VERT ORDER  -  SECOND    CLASS 0
 LD0115
 LD0115.The horizontal coordinates were scaled from a topographic map and have
 LD0115.an estimated accuracy of +/- 6 seconds.
 LD0115
 LD0115.The orthometric height was determined by differential leveling
 LD0115.and adjusted by the National Geodetic Survey in June 1991..
 LD0115
 LD0115.The geoid height was determined by GEOID03.
 LD0115
 LD0115.The dynamic height is computed by dividing the NAVD 88
 LD0115.geopotential number by the normal gravity value computed on the
 LD0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0115.degrees latitude (g = 980.6199 gals.).
 LD0115
 LD0115.The modeled gravity was interpolated from observed gravity values.
 LD0115
 LD0115;                    North         East    Units  Estimated Accuracy
 LD0115;SPC IL W     -   470,760.      693,100.      MT  (+/- 180 meters Scaled)
 LD0115
 LD0115                          SUPERSEDED SURVEY CONTROL
 LD0115
 LD0115  NGVD 29 (??/??/92)  229.240  (m)          752.10   (f) ADJ UNCH    2 0
 LD0115
 LD0115.Superseded values are not recommended for survey control.
 LD0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0115.See file dsdata.txt to determine how the superseded data were derived.
 LD0115
 LD0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF317321(NAD 83)
 LD0115_MARKER: DB = BENCH MARK DISK
 LD0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0115_SP_SET: CULVERT
 LD0115_STAMPING: K 196 1959
 LD0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0115
 LD0115  HISTORY     - Date     Condition        Report By
 LD0115  HISTORY     - 1959     MONUMENTED       CGS
 LD0115  HISTORY     - 1979     MARK NOT FOUND   USGS
 LD0115  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0115
 LD0115                          STATION DESCRIPTION
 LD0115
 LD0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0115'1.8 MI E FROM KNOXVILLE.
 LD0115'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0115'AT KNOXVILLE, AT THE JUNCTION OF A GRAVEL ROAD WEST, SET IN THE
 LD0115'TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A 3-FOOT
 LD0115'CONCRETE BOX CULVERT, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 LD0115'HIGHWAY, 17 FEET SOUTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD,
 LD0115'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LD0115
 LD0115                          STATION RECOVERY (1979)
 LD0115
 LD0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LD0115'MARK NOT FOUND.
 LD0115
 LD0115                          STATION RECOVERY (1997)
 LD0115
 LD0115'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1440 ***********************************************************************
 LC1440  DESIGNATION -  K 197
 LC1440  PID         -  LC1440
 LC1440  STATE/COUNTY-  IL/PEORIA
 LC1440  USGS QUAD   -  OAK HILL (1997)
 LC1440
 LC1440                         *CURRENT SURVEY CONTROL
 LC1440  ___________________________________________________________________
 LC1440* NAD 83(1986)-  40 49 43.     (N)    089 52 12.     (W)     SCALED    
 LC1440* NAVD 88     -       202.275  (meters)     663.63   (feet)  ADJUSTED  
 LC1440  ___________________________________________________________________
 LC1440  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1440  DYNAMIC HT  -         202.183 (meters)     663.33  (feet)  COMP
 LC1440  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 LC1440
 LC1440  VERT ORDER  -  SECOND    CLASS 0
 LC1440
 LC1440.The horizontal coordinates were scaled from a topographic map and have
 LC1440.an estimated accuracy of +/- 6 seconds.
 LC1440
 LC1440.The orthometric height was determined by differential leveling
 LC1440.and adjusted by the National Geodetic Survey in June 1991..
 LC1440
 LC1440.The geoid height was determined by GEOID03.
 LC1440
 LC1440.The dynamic height is computed by dividing the NAVD 88
 LC1440.geopotential number by the normal gravity value computed on the
 LC1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1440.degrees latitude (g = 980.6199 gals.).
 LC1440
 LC1440.The modeled gravity was interpolated from observed gravity values.
 LC1440
 LC1440;                    North         East    Units  Estimated Accuracy
 LC1440;SPC IL W     -   462,040.      725,020.      MT  (+/- 180 meters Scaled)
 LC1440
 LC1440                          SUPERSEDED SURVEY CONTROL
 LC1440
 LC1440  NGVD 29 (??/??/92)  202.359  (m)          663.91   (f) ADJ UNCH    2 0
 LC1440
 LC1440.Superseded values are not recommended for survey control.
 LC1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1440.See file dsdata.txt to determine how the superseded data were derived.
 LC1440
 LC1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL579236(NAD 83)
 LC1440_MARKER: DB = BENCH MARK DISK
 LC1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1440_STAMPING: K 197 1959
 LC1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1440+STABILITY: SURFACE MOTION
 LC1440
 LC1440  HISTORY     - Date     Condition        Report By
 LC1440  HISTORY     - 1959     MONUMENTED       CGS
 LC1440  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1440
 LC1440                          STATION DESCRIPTION
 LC1440
 LC1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1440'1.1 MI SE FROM BRIMFIELD.
 LC1440'ABOUT 0.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1440'STATION AT BRIMFIELD, THENCE 0.2 MILES SOUTH ALONG AN ASPHALT ROAD,
 LC1440'33 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET SOUTHWEST
 LC1440'OF A T-FENCE CORNER, 1 1/2 FEET WEST OF A FENCE, 99 FEET SOUTH
 LC1440'OF A POWER POLE WHICH IS THE FIFTH POLE NORTH OF A HOUSE ON THE
 LC1440'EAST SIDE OF THE ROAD, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 LC1440'ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 LC1440'PROJECTING 4 INCHES.
 LC1440
 LC1440                          STATION RECOVERY (1998)
 LC1440
 LC1440'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1441 ***********************************************************************
 LC1441  DESIGNATION -  K 197 RESET 1967
 LC1441  PID         -  LC1441
 LC1441  STATE/COUNTY-  IL/PEORIA
 LC1441  USGS QUAD   -  OAK HILL (1997)
 LC1441
 LC1441                         *CURRENT SURVEY CONTROL
 LC1441  ___________________________________________________________________
 LC1441* NAD 83(1986)-  40 49 38.     (N)    089 52 15.     (W)     SCALED    
 LC1441* NAVD 88     -       201.28   (meters)     660.4    (feet)  RESET     
 LC1441  ___________________________________________________________________
 LC1441  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1441
 LC1441  VERT ORDER  -  THIRD
 LC1441
 LC1441.The horizontal coordinates were scaled from a topographic map and have
 LC1441.an estimated accuracy of +/- 6 seconds.
 LC1441
 LC1441.The orthometric height was computed from unverified reset data.
 LC1441
 LC1441.The geoid height was determined by GEOID03.
 LC1441
 LC1441;                    North         East    Units  Estimated Accuracy
 LC1441;SPC IL W     -   461,880.      724,950.      MT  (+/- 180 meters Scaled)
 LC1441
 LC1441                          SUPERSEDED SURVEY CONTROL
 LC1441
 LC1441.No superseded survey control is available for this station.
 LC1441
 LC1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL579235(NAD 83)
 LC1441_MARKER: DD = SURVEY DISK
 LC1441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1441_SP_SET: BRIDGE
 LC1441_STAMPING: K 197 RESET 1967
 LC1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1441
 LC1441  HISTORY     - Date     Condition        Report By
 LC1441  HISTORY     - 1968     MONUMENTED       ILHD
 LC1441
 LC1441                          STATION DESCRIPTION
 LC1441
 LC1441'DESCRIBED BY IL HIGHWAY DEPT 1968
 LC1441'1.1 MI SE FROM BRIMFIELD.
 LC1441'ABOUT 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1441'STATION AT BRIMFIELD, THENCE 0.2 MILE SOUTH ALONG A CONCRETE ROAD,
 LC1441'LOCATED IN THE CRASH WALL OF THE SOUTH-MOST PIER OF BRIDGE 72-4HB,
 LC1441'ABOUT 2.5 FEET BELOW THE LEVEL OF THE INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1484 ***********************************************************************
 LC1484  DESIGNATION -  K 198
 LC1484  PID         -  LC1484
 LC1484  STATE/COUNTY-  IL/PEORIA
 LC1484  USGS QUAD   -  PEORIA WEST (1996)
 LC1484
 LC1484                         *CURRENT SURVEY CONTROL
 LC1484  ___________________________________________________________________
 LC1484* NAD 83(1986)-  40 44 08.     (N)    089 41 14.     (W)     SCALED    
 LC1484* NAVD 88     -       149.316  (meters)     489.88   (feet)  ADJUSTED  
 LC1484  ___________________________________________________________________
 LC1484  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LC1484  DYNAMIC HT  -         149.247 (meters)     489.65  (feet)  COMP
 LC1484  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 LC1484
 LC1484  VERT ORDER  -  SECOND    CLASS 0
 LC1484
 LC1484.The horizontal coordinates were scaled from a topographic map and have
 LC1484.an estimated accuracy of +/- 6 seconds.
 LC1484
 LC1484.The orthometric height was determined by differential leveling
 LC1484.and adjusted by the National Geodetic Survey in June 1991..
 LC1484
 LC1484.The geoid height was determined by GEOID03.
 LC1484
 LC1484.The dynamic height is computed by dividing the NAVD 88
 LC1484.geopotential number by the normal gravity value computed on the
 LC1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1484.degrees latitude (g = 980.6199 gals.).
 LC1484
 LC1484.The modeled gravity was interpolated from observed gravity values.
 LC1484
 LC1484;                    North         East    Units  Estimated Accuracy
 LC1484;SPC IL W     -   451,770.      740,500.      MT  (+/- 180 meters Scaled)
 LC1484
 LC1484                          SUPERSEDED SURVEY CONTROL
 LC1484
 LC1484  NGVD 29 (??/??/92)  149.402  (m)          490.16   (f) ADJ UNCH    2 0
 LC1484
 LC1484.Superseded values are not recommended for survey control.
 LC1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1484.See file dsdata.txt to determine how the superseded data were derived.
 LC1484
 LC1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL730128(NAD 83)
 LC1484_MARKER: DB = BENCH MARK DISK
 LC1484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1484_SP_SET: BRIDGE
 LC1484_STAMPING: K 198 1959
 LC1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1484
 LC1484  HISTORY     - Date     Condition        Report By
 LC1484  HISTORY     - 1959     MONUMENTED       CGS
 LC1484  HISTORY     - 19990305 MARK NOT FOUND   USPSQD
 LC1484
 LC1484                          STATION DESCRIPTION
 LC1484
 LC1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1484'7.4 MI W FROM PEORIA.
 LC1484'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LC1484'WITH STATE HIGHWAY 88 IN THE NORTHWEST PART OF PEORIA, THENCE
 LC1484'1.2 MILES WEST ALONG BIG HOLLOW ROAD, THENCE 2.2 MILES WEST ALONG
 LC1484'CHARTER OAK ROAD, THENCE 1.45 MILES SOUTH ALONG AN ASHPALT ROAD,
 LC1484'THENCE 0.2 MILES WEST ALONG STATE HIGHWAY 8, SET IN THE TOP OF
 LC1484'THE NORTH END OF THE WINGWALL AT THE NORTHEAST CORNER OF A 50-FOOT
 LC1484'CONCRETE BRIDGE, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 LC1484'ABOUT LEVEL WITH THE ROAD.
 LC1484
 LC1484                          STATION RECOVERY (1999)
 LC1484
 LC1484'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0954 ***********************************************************************
 LC0954  DESIGNATION -  K 199
 LC0954  PID         -  LC0954
 LC0954  STATE/COUNTY-  IL/MCLEAN
 LC0954  USGS QUAD   -  DANVERS (1970)
 LC0954
 LC0954                         *CURRENT SURVEY CONTROL
 LC0954  ___________________________________________________________________
 LC0954* NAD 83(1986)-  40 34 53.     (N)    089 10 23.     (W)     SCALED    
 LC0954* NAVD 88     -       227.098  (meters)     745.07   (feet)  ADJUSTED  
 LC0954  ___________________________________________________________________
 LC0954  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LC0954  DYNAMIC HT  -         226.993 (meters)     744.73  (feet)  COMP
 LC0954  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 LC0954
 LC0954  VERT ORDER  -  SECOND    CLASS 0
 LC0954
 LC0954.The horizontal coordinates were scaled from a topographic map and have
 LC0954.an estimated accuracy of +/- 6 seconds.
 LC0954
 LC0954.The orthometric height was determined by differential leveling
 LC0954.and adjusted by the National Geodetic Survey in June 1991..
 LC0954
 LC0954.The geoid height was determined by GEOID03.
 LC0954
 LC0954.The dynamic height is computed by dividing the NAVD 88
 LC0954.geopotential number by the normal gravity value computed on the
 LC0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0954.degrees latitude (g = 980.6199 gals.).
 LC0954
 LC0954.The modeled gravity was interpolated from observed gravity values.
 LC0954
 LC0954;                    North         East    Units  Estimated Accuracy
 LC0954;SPC IL E     -   434,900.      228,910.      MT  (+/- 180 meters Scaled)
 LC0954
 LC0954                          SUPERSEDED SURVEY CONTROL
 LC0954
 LC0954  NGVD 29 (??/??/92)  227.165  (m)          745.29   (f) ADJ UNCH    2 0
 LC0954
 LC0954.Superseded values are not recommended for survey control.
 LC0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0954.See file dsdata.txt to determine how the superseded data were derived.
 LC0954
 LC0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK160945(NAD 83)
 LC0954_MARKER: DB = BENCH MARK DISK
 LC0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0954_SP_SET: BRIDGE
 LC0954_STAMPING: K 199 1959
 LC0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0954
 LC0954  HISTORY     - Date     Condition        Report By
 LC0954  HISTORY     - 1959     MONUMENTED       CGS
 LC0954  HISTORY     - 1988     GOOD             USPSQD
 LC0954
 LC0954                          STATION DESCRIPTION
 LC0954
 LC0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0954'2 MI W FROM CARLOCK.
 LC0954'ABOUT 2.0 MILES WEST ALONG AN ASPHALT ROAD FROM THE CHICAGO
 LC0954'AND ST. LOUIS RAILROAD STATION AT CARLOCK, SET IN THE TOP OF
 LC0954'THE SOUTHEAST END OF THE WINGWALL AT THE NORTHWEST CORNER OF A
 LC0954'21-FOOT CONCRETE BRIDGE, 18 FEET NORTH OF THE CENTER LINE OF
 LC0954'THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.  THE MARK
 LC0954'MAY BE REACHED FROM CONGERVILLE, WOODFORD COUNTY, BY GOING NORTH
 LC0954'FOR 0.1 MILE ALONG AN ASPHALT STREET FROM THE POST OFFICE,
 LC0954'THENCE 0.75 MILE EAST ALONG U.S. HIGHWAY 150, THENCE 1.25 MILES
 LC0954'SOUTH ALONG AN ASPHALT ROAD, THENCE 0.7 MILE EAST ALONG AN
 LC0954'ASPHALT ROAD, THENCE 1.1 MILES SOUTH ALONG AN ASPHALT ROAD,
 LC0954'THENCE 0.05 MILE EAST ALONG AN ASPHALT ROAD.
 LC0954
 LC0954                          STATION RECOVERY (1988)
 LC0954
 LC0954'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0224 ***********************************************************************
 LC0224  DESIGNATION -  K 200
 LC0224  PID         -  LC0224
 LC0224  STATE/COUNTY-  IL/CHAMPAIGN
 LC0224  USGS QUAD   -  RISING (1975)
 LC0224
 LC0224                         *CURRENT SURVEY CONTROL
 LC0224  ___________________________________________________________________
 LC0224* NAD 83(1986)-  40 08 31.     (N)    088 17 08.     (W)     SCALED    
 LC0224* NAVD 88     -       232.879  (meters)     764.04   (feet)  ADJUSTED  
 LC0224  ___________________________________________________________________
 LC0224  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0224  DYNAMIC HT  -         232.761 (meters)     763.65  (feet)  COMP
 LC0224  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 LC0224
 LC0224  VERT ORDER  -  SECOND    CLASS 0
 LC0224
 LC0224.The horizontal coordinates were scaled from a topographic map and have
 LC0224.an estimated accuracy of +/- 6 seconds.
 LC0224
 LC0224.The orthometric height was determined by differential leveling
 LC0224.and adjusted by the National Geodetic Survey in June 1991..
 LC0224
 LC0224.The geoid height was determined by GEOID03.
 LC0224
 LC0224.The dynamic height is computed by dividing the NAVD 88
 LC0224.geopotential number by the normal gravity value computed on the
 LC0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0224.degrees latitude (g = 980.6199 gals.).
 LC0224
 LC0224.The modeled gravity was interpolated from observed gravity values.
 LC0224
 LC0224;                    North         East    Units  Estimated Accuracy
 LC0224;SPC IL E     -   385,760.      304,070.      MT  (+/- 180 meters Scaled)
 LC0224
 LC0224                          SUPERSEDED SURVEY CONTROL
 LC0224
 LC0224  NGVD 29 (??/??/92)  232.923  (m)          764.18   (f) ADJ UNCH    2 0
 LC0224
 LC0224.Superseded values are not recommended for survey control.
 LC0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0224.See file dsdata.txt to determine how the superseded data were derived.
 LC0224
 LC0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK904443(NAD 83)
 LC0224_MARKER: DB = BENCH MARK DISK
 LC0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0224_STAMPING: K 200 1959
 LC0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0224+STABILITY: SURFACE MOTION
 LC0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0224+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 LC0224
 LC0224  HISTORY     - Date     Condition        Report By
 LC0224  HISTORY     - 1959     MONUMENTED       CGS
 LC0224  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0224  HISTORY     - 20051213 GOOD             ILDT
 LC0224
 LC0224                          STATION DESCRIPTION
 LC0224
 LC0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0224'2.2 MI NW FROM CHAMPAIGN.
 LC0224'1.75 MILES NORTH AND NORTHWEST ALONG U.S. HIGHWAY 150 FROM ITS
 LC0224'JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD IN THE NORTHWEST PART
 LC0224'OF CHAMPAIGN, THENCE 0.4 MILES WEST ALONG AN OILED ROAD, AT A
 LC0224'PICKET FENCE AROUND A WELL WITH AN ELECTRIC PUMP, 27 FEET NORTH
 LC0224'OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET SOUTH OF THE SOUTHEAST
 LC0224'CORNER OF THE FENCE, 11 FEET EAST OF THE EAST ONE OF TWO POWER
 LC0224'POLES SUPPORTING THREE TRANSFORMERS, 4.4 FEET SOUTH OF A METAL
 LC0224'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 LC0224'CONCRETE POST PROJECTING 1 INCH.
 LC0224
 LC0224                          STATION RECOVERY (1986)
 LC0224
 LC0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0224'MARK NOT FOUND.
 LC0224
 LC0224                          STATION RECOVERY (2005)
 LC0224
 LC0224'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0224'TO REACH FROM THE INTERSECTION OF MATTIS AVE AND US 150.  GO WEST ON
 LC0224'150 0.45 MI TO CLEARLAKE BLVD.  TURN RIGHT ON CLEARLAKE BLVD.  PROCEED
 LC0224'+/- 400 FT TO ROAD WEST.  GO WEST 0.1 MI TO CHAINLINK GATE.  SAID MARK
 LC0224'IS INSIDE FENCE ENCLOSURE.  11 FT EAST OF POWER POLE WITH 3
 LC0224'TRANSFORMERS.  4.4 FT SOUTH OF METAL WITNESS POST.  25 FT NORTH OF SE
 LC0224'CORNER OF FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0291 ***********************************************************************
 LC0291  DESIGNATION -  K 201
 LC0291  PID         -  LC0291
 LC0291  STATE/COUNTY-  IL/CHAMPAIGN
 LC0291  USGS QUAD   -  PAXTON (1984)
 LC0291
 LC0291                         *CURRENT SURVEY CONTROL
 LC0291  ___________________________________________________________________
 LC0291* NAD 83(1986)-  40 24 01.     (N)    088 07 20.     (W)     SCALED    
 LC0291* NAVD 88     -       230.295  (meters)     755.56   (feet)  ADJUSTED  
 LC0291  ___________________________________________________________________
 LC0291  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0291  DYNAMIC HT  -         230.184 (meters)     755.20  (feet)  COMP
 LC0291  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 LC0291
 LC0291  VERT ORDER  -  SECOND    CLASS 0
 LC0291
 LC0291.The horizontal coordinates were scaled from a topographic map and have
 LC0291.an estimated accuracy of +/- 6 seconds.
 LC0291
 LC0291.The orthometric height was determined by differential leveling
 LC0291.and adjusted by the National Geodetic Survey in June 1991..
 LC0291
 LC0291.The geoid height was determined by GEOID03.
 LC0291
 LC0291.The dynamic height is computed by dividing the NAVD 88
 LC0291.geopotential number by the normal gravity value computed on the
 LC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0291.degrees latitude (g = 980.6199 gals.).
 LC0291
 LC0291.The modeled gravity was interpolated from observed gravity values.
 LC0291
 LC0291;                    North         East    Units  Estimated Accuracy
 LC0291;SPC IL E     -   414,470.      317,920.      MT  (+/- 180 meters Scaled)
 LC0291
 LC0291                          SUPERSEDED SURVEY CONTROL
 LC0291
 LC0291  NGVD 29 (??/??/92)  230.349  (m)          755.74   (f) ADJ UNCH    2 0
 LC0291
 LC0291.Superseded values are not recommended for survey control.
 LC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0291.See file dsdata.txt to determine how the superseded data were derived.
 LC0291
 LC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK047727(NAD 83)
 LC0291_MARKER: DB = BENCH MARK DISK
 LC0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0291_STAMPING: K 201 1959
 LC0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0291+STABILITY: SURFACE MOTION
 LC0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0291+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 LC0291
 LC0291  HISTORY     - Date     Condition        Report By
 LC0291  HISTORY     - 1959     MONUMENTED       CGS
 LC0291  HISTORY     - 1973     GOOD             NGS
 LC0291  HISTORY     - 20051208 GOOD             ILDT
 LC0291
 LC0291                          STATION DESCRIPTION
 LC0291
 LC0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0291'2.3 MI NW FROM LUDLOW.
 LC0291'ABOUT 0.6 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 LC0291'OFFICE AT LUDLOW, THENCE 1.0 MILES NORTH ALONG A GRAVEL ROAD,
 LC0291'THENCE 0.7 MILES EAST ALONG A DIRT ROAD, AT THE CROSSING OF THE
 LC0291'ILLINOIS CENTRAL RAILROAD, 32 FEET SOUTH OF THE CENTER LINE OF
 LC0291'THE ROAD, 129 FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSING,
 LC0291'100 FEET WEST OF THE WEST RAIL, 7 FEET SOUTH OF A POWER POLE
 LC0291'WITH BRACE WIRES, 1.8 FEET NORTH OF A METAL WITNESS POST,
 LC0291'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 LC0291'A CONCRETE POST PROJECTING 3 INCHES.
 LC0291
 LC0291                          STATION RECOVERY (1973)
 LC0291
 LC0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0291'RECOVERED IN GOOD CONDITION.
 LC0291
 LC0291                          STATION RECOVERY (2005)
 LC0291
 LC0291'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0291'TO REACH FROM US 45 AND 3600 N.  GO WEST ON 3600 N FOR 0.09 MI TO MARK
 LC0291'ON LEFT.  100 FT WEST OF RR TRACKS.  32 FT SOUTH OF CENTERLINE OF 3600
 LC0291'N. 7 FT SOUTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0103 ***********************************************************************
 LC0103  DESIGNATION -  K 202
 LC0103  PID         -  LC0103
 LC0103  STATE/COUNTY-  IL/IROQUOIS
 LC0103  USGS QUAD   -  ONARGA WEST (1986)
 LC0103
 LC0103                         *CURRENT SURVEY CONTROL
 LC0103  ___________________________________________________________________
 LC0103* NAD 83(1986)-  40 44 44.     (N)    088 00 40.     (W)     SCALED    
 LC0103* NAVD 88     -       199.451  (meters)     654.37   (feet)  ADJUSTED  
 LC0103  ___________________________________________________________________
 LC0103  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LC0103  DYNAMIC HT  -         199.363 (meters)     654.08  (feet)  COMP
 LC0103  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 LC0103
 LC0103  VERT ORDER  -  SECOND    CLASS 0
 LC0103
 LC0103.The horizontal coordinates were scaled from a topographic map and have
 LC0103.an estimated accuracy of +/- 6 seconds.
 LC0103
 LC0103.The orthometric height was determined by differential leveling
 LC0103.and adjusted by the National Geodetic Survey in June 1991..
 LC0103
 LC0103.The geoid height was determined by GEOID03.
 LC0103
 LC0103.The dynamic height is computed by dividing the NAVD 88
 LC0103.geopotential number by the normal gravity value computed on the
 LC0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0103.degrees latitude (g = 980.6199 gals.).
 LC0103
 LC0103.The modeled gravity was interpolated from observed gravity values.
 LC0103
 LC0103;                    North         East    Units  Estimated Accuracy
 LC0103;SPC IL E     -   452,840.      327,210.      MT  (+/- 180 meters Scaled)
 LC0103
 LC0103                          SUPERSEDED SURVEY CONTROL
 LC0103
 LC0103  NGVD 29 (??/??/92)  199.523  (m)          654.60   (f) ADJ UNCH    2 0
 LC0103
 LC0103.Superseded values are not recommended for survey control.
 LC0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0103.See file dsdata.txt to determine how the superseded data were derived.
 LC0103
 LC0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL146110(NAD 83)
 LC0103_MARKER: DB = BENCH MARK DISK
 LC0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0103_STAMPING: K 202 1959
 LC0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0103+STABILITY: SURFACE MOTION
 LC0103
 LC0103  HISTORY     - Date     Condition        Report By
 LC0103  HISTORY     - 1959     MONUMENTED       CGS
 LC0103
 LC0103                          STATION DESCRIPTION
 LC0103
 LC0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0103'2.4 MI N FROM ONARGA.
 LC0103'ABOUT 0.55 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 LC0103'WITH U.S. HIGHWAY 54 IN ONARGA, THENCE 0.3 MILES WEST ALONG AN OILED
 LC0103'ROAD, THENCE 1.6 MILES NORTH ALONG AN OILED ROAD, NEAR A FARM
 LC0103'HOUSE WEST OF THE ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 LC0103'ROAD, 1 1/2 FEET EAST OF A FENCE, 2 1/2 FEET SOUTH OF A T-FENCE
 LC0103'CORNER, 252 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY WEST TO A
 LC0103'FARM HOUSE, 1.9 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 LC0103'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0103'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1525 ***********************************************************************
 ME1525  DESIGNATION -  K 203
 ME1525  PID         -  ME1525
 ME1525  STATE/COUNTY-  IL/KANKAKEE
 ME1525  USGS QUAD   -  WEST KANKAKEE (1973)
 ME1525
 ME1525                         *CURRENT SURVEY CONTROL
 ME1525  ___________________________________________________________________
 ME1525* NAD 83(1986)-  41 00 36.     (N)    087 54 19.     (W)     SCALED    
 ME1525* NAVD 88     -       202.033  (meters)     662.84   (feet)  ADJUSTED  
 ME1525  ___________________________________________________________________
 ME1525  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 ME1525  DYNAMIC HT  -         201.951 (meters)     662.57  (feet)  COMP
 ME1525  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 ME1525
 ME1525  VERT ORDER  -  SECOND    CLASS 0
 ME1525
 ME1525.The horizontal coordinates were scaled from a topographic map and have
 ME1525.an estimated accuracy of +/- 6 seconds.
 ME1525
 ME1525.The orthometric height was determined by differential leveling
 ME1525.and adjusted by the National Geodetic Survey in June 1991..
 ME1525
 ME1525.The geoid height was determined by GEOID03.
 ME1525
 ME1525.The dynamic height is computed by dividing the NAVD 88
 ME1525.geopotential number by the normal gravity value computed on the
 ME1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1525.degrees latitude (g = 980.6199 gals.).
 ME1525
 ME1525.The modeled gravity was interpolated from observed gravity values.
 ME1525
 ME1525;                    North         East    Units  Estimated Accuracy
 ME1525;SPC IL E     -   482,240.      336,010.      MT  (+/- 180 meters Scaled)
 ME1525
 ME1525                          SUPERSEDED SURVEY CONTROL
 ME1525
 ME1525  NGVD 29 (??/??/92)  202.117  (m)          663.11   (f) ADJ UNCH    2 0
 ME1525
 ME1525.Superseded values are not recommended for survey control.
 ME1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1525.See file dsdata.txt to determine how the superseded data were derived.
 ME1525
 ME1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL238402(NAD 83)
 ME1525_MARKER: DB = BENCH MARK DISK
 ME1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1525_STAMPING: K 203 1959
 ME1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1525+STABILITY: SURFACE MOTION
 ME1525
 ME1525  HISTORY     - Date     Condition        Report By
 ME1525  HISTORY     - 1959     MONUMENTED       CGS
 ME1525
 ME1525                          STATION DESCRIPTION
 ME1525
 ME1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1525'0.8 MI N FROM CHEBANSE.
 ME1525'ABOUT 0.2 MILE EAST ALONG CHEBANSE STREET FROM ITS JUNCTION WITH
 ME1525'CHESTNUT STREET IN CHEBANSE, THENCE 0.55 MILE NORTH ALONG U.S.
 ME1525'HIGHWAY 45, 108 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 73
 ME1525'FEET EAST OF THE EAST RAIL OF THE ILLINOIS CENTRAL RAILROAD
 ME1525'TRACK, 105 FEET EAST-SOUTHEAST AND ACROSS THE TRACK FROM AN
 ME1525'AUTOMATIC SIGNAL BLOCK, 6 FEET NORTH OF A TELEPHONE POLE, 1.9
 ME1525'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 ME1525'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1525'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0328 ***********************************************************************
 LC0328  DESIGNATION -  K 204
 LC0328  PID         -  LC0328
 LC0328  STATE/COUNTY-  IL/CHAMPAIGN
 LC0328  USGS QUAD   -  MAHOMET (1975)
 LC0328
 LC0328                         *CURRENT SURVEY CONTROL
 LC0328  ___________________________________________________________________
 LC0328* NAD 83(1986)-  40 12 00.     (N)    088 23 47.     (W)     SCALED    
 LC0328* NAVD 88     -       210.216  (meters)     689.68   (feet)  ADJUSTED  
 LC0328  ___________________________________________________________________
 LC0328  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0328  DYNAMIC HT  -         210.111 (meters)     689.34  (feet)  COMP
 LC0328  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 LC0328
 LC0328  VERT ORDER  -  SECOND    CLASS 0
 LC0328
 LC0328.The horizontal coordinates were scaled from a topographic map and have
 LC0328.an estimated accuracy of +/- 6 seconds.
 LC0328
 LC0328.The orthometric height was determined by differential leveling
 LC0328.and adjusted by the National Geodetic Survey in June 1991..
 LC0328
 LC0328.The geoid height was determined by GEOID03.
 LC0328
 LC0328.The dynamic height is computed by dividing the NAVD 88
 LC0328.geopotential number by the normal gravity value computed on the
 LC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0328.degrees latitude (g = 980.6199 gals.).
 LC0328
 LC0328.The modeled gravity was interpolated from observed gravity values.
 LC0328
 LC0328;                    North         East    Units  Estimated Accuracy
 LC0328;SPC IL E     -   392,210.      294,630.      MT  (+/- 180 meters Scaled)
 LC0328
 LC0328                          SUPERSEDED SURVEY CONTROL
 LC0328
 LC0328  NGVD 29 (??/??/92)  210.27   (m)          689.9    (f) COMPUTED    2 0
 LC0328
 LC0328.Superseded values are not recommended for survey control.
 LC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0328.See file dsdata.txt to determine how the superseded data were derived.
 LC0328
 LC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK811508(NAD 83)
 LC0328_MARKER: DB = BENCH MARK DISK
 LC0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0328_SP_SET: BRIDGE
 LC0328_STAMPING: K 204 1959
 LC0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0328
 LC0328  HISTORY     - Date     Condition        Report By
 LC0328  HISTORY     - 1959     MONUMENTED       CGS
 LC0328  HISTORY     - 1973     GOOD             NGS
 LC0328
 LC0328                          STATION DESCRIPTION
 LC0328
 LC0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0328'1.1 MI NE FROM MAHOMET.
 LC0328'ABOUT 0.15 MILE NORTH ALONG WALNUT STREET FROM THE NEW YORK
 LC0328'CENTRAL RAILROAD STATION AT MAHOMET, THENCE 0.3 MILE EAST ALONG
 LC0328'U.S. HIGHWAY 150 AND STATE HIGHWAY 47, THENCE 0.65 MILE NORTH
 LC0328'ALONG STATE HIGHWAY 47, SET IN THE TOP OF THE SOUTHWEST END OF
 LC0328'THE WINGWALL AT THE NORTHEAST CORNER OF A 20-FOOT CONCRETE
 LC0328'BRIDGE, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 LC0328'LEVEL WITH THE HIGHWAY.
 LC0328
 LC0328                          STATION RECOVERY (1973)
 LC0328
 LC0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0329 ***********************************************************************
 LC0329  DESIGNATION -  K 204 1959 RESET 1961
 LC0329  PID         -  LC0329
 LC0329  STATE/COUNTY-  IL/CHAMPAIGN
 LC0329  USGS QUAD   -  MAHOMET (1975)
 LC0329
 LC0329                         *CURRENT SURVEY CONTROL
 LC0329  ___________________________________________________________________
 LC0329* NAD 83(1986)-  40 12 03.     (N)    088 23 43.     (W)     SCALED    
 LC0329* NAVD 88     -       215.43   (meters)     706.8    (feet)  RESET     
 LC0329  ___________________________________________________________________
 LC0329  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0329
 LC0329  VERT ORDER  -  THIRD
 LC0329
 LC0329.The horizontal coordinates were scaled from a topographic map and have
 LC0329.an estimated accuracy of +/- 6 seconds.
 LC0329
 LC0329.The orthometric height was computed from unverified reset data.
 LC0329.No vertical observational check was made to the station.
 LC0329
 LC0329.The geoid height was determined by GEOID03.
 LC0329
 LC0329;                    North         East    Units  Estimated Accuracy
 LC0329;SPC IL E     -   392,300.      294,730.      MT  (+/- 180 meters Scaled)
 LC0329
 LC0329                          SUPERSEDED SURVEY CONTROL
 LC0329
 LC0329.No superseded survey control is available for this station.
 LC0329
 LC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK812509(NAD 83)
 LC0329_MARKER: DB = BENCH MARK DISK
 LC0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0329_STAMPING: K 204 1959 RESET 1961
 LC0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0329+STABILITY: SURFACE MOTION
 LC0329
 LC0329  HISTORY     - Date     Condition        Report By
 LC0329  HISTORY     - 1961     MONUMENTED       CGS
 LC0329
 LC0329                          STATION DESCRIPTION
 LC0329
 LC0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0329'1.2 MI NE FROM MAHOMET.
 LC0329'ABOUT 0.15 MILES NORTH ALONG WALNUT STREET FROM THE NEW YORK
 LC0329'CENTRAL RAIL ROAD STATION IN MAHOMET, THENCE 0.3 MILES EAST
 LC0329'ALONG U.S. HIGHWAY 150 AND STATE HIGHWAY 47, THENCE 0.8 MILES
 LC0329'NORTH ALONG STATE HIGHWAY 47 AT THE NORTHWEST CORNER OF THE
 LC0329'MAHOMET CEMETERY, 171 FEET EAST OF THE CENTER LINE OF STATE
 LC0329'HIGHWAY 47, 52 FEET NORTH OF THE CENTER LINE OF THE NORTH DRIVE
 LC0329'TO THE CEMETERY, 1.5 FEET WEST OF THE FENCE, 12.5 FEET NORTH
 LC0329'OF THE FENCE CORNER, 14 FEET NORTHEAST OF A TELEPHONE POLE, 3.2
 LC0329'FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LC0329'STATE HIGHWAY 47 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0329'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0066 ***********************************************************************
 KB0066  DESIGNATION -  K 205
 KB0066  PID         -  KB0066
 KB0066  STATE/COUNTY-  IL/CHAMPAIGN
 KB0066  USGS QUAD   -  TOLONO (1983)
 KB0066
 KB0066                         *CURRENT SURVEY CONTROL
 KB0066  ___________________________________________________________________
 KB0066* NAD 83(1986)-  39 53 38.     (N)    088 15 47.     (W)     SCALED    
 KB0066* NAVD 88     -       212.413  (meters)     696.89   (feet)  ADJUSTED  
 KB0066  ___________________________________________________________________
 KB0066  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0066  DYNAMIC HT  -         212.303 (meters)     696.53  (feet)  COMP
 KB0066  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KB0066
 KB0066  VERT ORDER  -  SECOND    CLASS 0
 KB0066
 KB0066.The horizontal coordinates were scaled from a topographic map and have
 KB0066.an estimated accuracy of +/- 6 seconds.
 KB0066
 KB0066.The orthometric height was determined by differential leveling
 KB0066.and adjusted by the National Geodetic Survey in June 1991..
 KB0066
 KB0066.The geoid height was determined by GEOID03.
 KB0066
 KB0066.The dynamic height is computed by dividing the NAVD 88
 KB0066.geopotential number by the normal gravity value computed on the
 KB0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0066.degrees latitude (g = 980.6199 gals.).
 KB0066
 KB0066.The modeled gravity was interpolated from observed gravity values.
 KB0066
 KB0066;                    North         East    Units  Estimated Accuracy
 KB0066;SPC IL E     -   358,220.      306,010.      MT  (+/- 180 meters Scaled)
 KB0066
 KB0066                          SUPERSEDED SURVEY CONTROL
 KB0066
 KB0066  NGVD 29 (??/??/92)  212.472  (m)          697.09   (f) ADJ UNCH    2 0
 KB0066
 KB0066.Superseded values are not recommended for survey control.
 KB0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0066.See file dsdata.txt to determine how the superseded data were derived.
 KB0066
 KB0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK920167(NAD 83)
 KB0066_MARKER: DB = BENCH MARK DISK
 KB0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0066_SP_SET: BRIDGE
 KB0066_STAMPING: K 209 1959
 KB0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0066
 KB0066  HISTORY     - Date     Condition        Report By
 KB0066  HISTORY     - 1959     MONUMENTED       CGS
 KB0066  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 KB0066
 KB0066                          STATION DESCRIPTION
 KB0066
 KB0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0066'2.2 MI S FROM PESOTUM.
 KB0066'ABOUT 0.35 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 KB0066'CENTRAL RAILROAD STATION IN PESOTUM, THENCE 0.15 MILE SOUTH ALONG
 KB0066'A GRAVEL ROAD, THENCE 0.05 MILE EAST ALONG A GRAVEL ROAD, THENCE
 KB0066'1.05 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE 0.55 MILES EAST
 KB0066'ALONG A DIRT ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE
 KB0066'WINGWALL AT THE SOUTHWEST CORNER OF A 25-FOOT WOODEN DECKED BRIDGE
 KB0066'WITH IRON RAILINGS, 8 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KB0066'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 KB0066
 KB0066                          STATION RECOVERY (2005)
 KB0066
 KB0066'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 KB0066'BRIDGE HAS BEEN REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1471 ***********************************************************************
 ME1471  DESIGNATION -  K 206
 ME1471  PID         -  ME1471
 ME1471  STATE/COUNTY-  IL/KANKAKEE
 ME1471  USGS QUAD   -  BOURBONNAIS (1978)
 ME1471
 ME1471                         *CURRENT SURVEY CONTROL
 ME1471  ___________________________________________________________________
 ME1471* NAD 83(1986)-  41 14 58.     (N)    087 52 41.     (W)     SCALED    
 ME1471* NAVD 88     -       203.255  (meters)     666.85   (feet)  ADJUSTED  
 ME1471  ___________________________________________________________________
 ME1471  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 ME1471  DYNAMIC HT  -         203.174 (meters)     666.58  (feet)  COMP
 ME1471  MODELED GRAV-     980,220.8   (mgal)                       NAVD 88
 ME1471
 ME1471  VERT ORDER  -  SECOND    CLASS 0
 ME1471
 ME1471.The horizontal coordinates were scaled from a topographic map and have
 ME1471.an estimated accuracy of +/- 6 seconds.
 ME1471
 ME1471.The orthometric height was determined by differential leveling
 ME1471.and adjusted by the National Geodetic Survey in June 1991..
 ME1471
 ME1471.The geoid height was determined by GEOID03.
 ME1471
 ME1471.The dynamic height is computed by dividing the NAVD 88
 ME1471.geopotential number by the normal gravity value computed on the
 ME1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1471.degrees latitude (g = 980.6199 gals.).
 ME1471
 ME1471.The modeled gravity was interpolated from observed gravity values.
 ME1471
 ME1471;                    North         East    Units  Estimated Accuracy
 ME1471;SPC IL E     -   508,840.      338,160.      MT  (+/- 180 meters Scaled)
 ME1471
 ME1471                          SUPERSEDED SURVEY CONTROL
 ME1471
 ME1471  NGVD 29 (??/??/92)  203.349  (m)          667.15   (f) ADJ UNCH    2 0
 ME1471
 ME1471.Superseded values are not recommended for survey control.
 ME1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1471.See file dsdata.txt to determine how the superseded data were derived.
 ME1471
 ME1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL264668(NAD 83)
 ME1471_MARKER: DB = BENCH MARK DISK
 ME1471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME1471_SP_SET: CULVERT HEADWALL
 ME1471_STAMPING: K 206 1959
 ME1471_MARK LOGO: CGS   
 ME1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1471+STABILITY: SURFACE MOTION
 ME1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1471+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 ME1471
 ME1471  HISTORY     - Date     Condition        Report By
 ME1471  HISTORY     - 1959     MONUMENTED       CGS
 ME1471  HISTORY     - 1967     GOOD             NGS
 ME1471  HISTORY     - 1978     GOOD             LOCENG
 ME1471  HISTORY     - 19880901 GOOD             USPSQD
 ME1471  HISTORY     - 19930519 GOOD             NGS
 ME1471
 ME1471                          STATION DESCRIPTION
 ME1471
 ME1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1471'6.7 MI N FROM BOURBONNAIS.
 ME1471'ABOUT 6.7 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE CITY HALL
 ME1471'AT BOURBONNAIS, THENCE 0.05 MILES EAST ALONG THE DESELMO-MANTENO
 ME1471'ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF
 ME1471'A 4-FOOT CONCRETE BOX CULVERT, 15 FEET SOUTH OF THE CENTER LINE
 ME1471'OF THE ROAD AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 ME1471'NOTE-- THE MARK MAY BE REACHED FROM MANTENO, KANKAKEE COUNTY,
 ME1471'BY GOING 2.15 MILES WEST ALONG DIVISION STREET AND ITS EXTENSION
 ME1471'(DESELMO-MANTENO ROAD) FROM ITS JUNCTION WITH MAIN STREET.
 ME1471
 ME1471                          STATION RECOVERY (1967)
 ME1471
 ME1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1471'RECOVERED IN GOOD CONDITION.
 ME1471
 ME1471                          STATION RECOVERY (1978)
 ME1471
 ME1471'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 ME1471'RECOVERED IN GOOD CONDITION.
 ME1471
 ME1471                          STATION RECOVERY (1988)
 ME1471
 ME1471'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME1471'RECOVERED IN GOOD CONDITION.
 ME1471
 ME1471                          STATION RECOVERY (1993)
 ME1471
 ME1471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 ME1471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3404 ***********************************************************************
 ME3404  DESIGNATION -  K 206 RESET
 ME3404  PID         -  ME3404
 ME3404  STATE/COUNTY-  IL/KANKAKEE
 ME3404  USGS QUAD   -  BOURBONNAIS (1978)
 ME3404
 ME3404                         *CURRENT SURVEY CONTROL
 ME3404  ___________________________________________________________________
 ME3404* NAD 83(1986)-  41 14 58.     (N)    087 52 41.     (W)     SCALED    
 ME3404* NAVD 88     -       202.93   (meters)     665.8    (feet)  RESET     
 ME3404  ___________________________________________________________________
 ME3404  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 ME3404
 ME3404  VERT ORDER  -  THIRD
 ME3404
 ME3404.The horizontal coordinates were scaled from a topographic map and have
 ME3404.an estimated accuracy of +/- 6 seconds.
 ME3404
 ME3404.The orthometric height was computed from unverified reset data.
 ME3404.No vertical observational check was made to the station.
 ME3404
 ME3404.The geoid height was determined by GEOID03.
 ME3404
 ME3404;                    North         East    Units  Estimated Accuracy
 ME3404;SPC IL E     -   508,840.      338,160.      MT  (+/- 180 meters Scaled)
 ME3404
 ME3404                          SUPERSEDED SURVEY CONTROL
 ME3404
 ME3404  NGVD 29 (03/28/06)  203.02   (m)          666.1    (f) RESET       3  
 ME3404
 ME3404.Superseded values are not recommended for survey control.
 ME3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3404.See file dsdata.txt to determine how the superseded data were derived.
 ME3404
 ME3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL264668(NAD 83)
 ME3404_MARKER: DV = VERTICAL CONTROL DISK
 ME3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3404_SP_SET: CONCRETE POST
 ME3404_STAMPING: K 206 RESET 1993
 ME3404_MARK LOGO: NGS   
 ME3404_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3404+STABILITY: SURFACE MOTION
 ME3404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3404+SATELLITE: SATELLITE OBSERVATIONS - 1993
 ME3404
 ME3404  HISTORY     - Date     Condition        Report By
 ME3404  HISTORY     - 1993     MONUMENTED       NGS
 ME3404
 ME3404                          STATION DESCRIPTION
 ME3404
 ME3404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 ME3404'STATION IS APPROXIMATELY 1.3 MI (2.1 KM) WEST ALONG MANTENO-DESELM
 ME3404'ROAD FROM THE MANTENO INTERCHANGE OF INTERSTATE HIGHWAY 57 (EXIT 322)
 ME3404', IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF MANTENO-DESELM ROAD
 ME3404'WITH U.S. HIGHWAYS 45 AND 52, 44.3 M (145.3 FT) SOUTH OF THE
 ME3404'CENTERLINE OF MANTENO-DESELM ROAD, 21.6 M (70.9 FT) EAST OF THE
 ME3404'CENTERLINE OF HIGHWAYS 45 AND 52, 19.2 M (63.0 FT) SOUTHEAST OF A
 ME3404'POWER POLE, 17.3 M (56.8 FT) NORTHEAST OF A POWERPOLE, 0.3 M
 ME3404'(1.0 FT) WEST OF A FIBERGLASS WITNESS POST, AND SET IN THE TOP OF A
 ME3404'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0282 ***********************************************************************
 KB0282  DESIGNATION -  K 208 RESET 1970
 KB0282  PID         -  KB0282
 KB0282  STATE/COUNTY-  IL/COLES
 KB0282  USGS QUAD   -  MATTOON EAST (1984)
 KB0282
 KB0282                         *CURRENT SURVEY CONTROL
 KB0282  ___________________________________________________________________
 KB0282* NAD 83(1986)-  39 27 53.     (N)    088 20 44.     (W)     SCALED    
 KB0282* NAVD 88     -       216.26   (meters)     709.5    (feet)  RESET     
 KB0282  ___________________________________________________________________
 KB0282  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0282
 KB0282  VERT ORDER  -  THIRD
 KB0282
 KB0282.The horizontal coordinates were scaled from a topographic map and have
 KB0282.an estimated accuracy of +/- 6 seconds.
 KB0282
 KB0282.The orthometric height was computed from unverified reset data.
 KB0282
 KB0282.The geoid height was determined by GEOID03.
 KB0282
 KB0282;                    North         East    Units  Estimated Accuracy
 KB0282;SPC IL E     -   310,570.      298,950.      MT  (+/- 180 meters Scaled)
 KB0282
 KB0282                          SUPERSEDED SURVEY CONTROL
 KB0282
 KB0282.No superseded survey control is available for this station.
 KB0282
 KB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ842692(NAD 83)
 KB0282_MARKER: DB = BENCH MARK DISK
 KB0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0282_STAMPING: K 208 RESET 1970
 KB0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0282+STABILITY: SURFACE MOTION
 KB0282
 KB0282  HISTORY     - Date     Condition        Report By
 KB0282  HISTORY     - 1970     MONUMENTED       LOCENG
 KB0282  HISTORY     - 20011225 GOOD             INDIV
 KB0282
 KB0282                          STATION DESCRIPTION
 KB0282
 KB0282'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 KB0282'1.9 MI S FROM MATTOON.
 KB0282'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0282'WITH STATE HIGHWAY 16 IN MATTOON, THENCE 1.9 MILES EAST ALONG
 KB0282'AN ASPHALT ROAD, AT RIGHT ANGLES TO THE CENTER LINE OF THE ROAD
 KB0282'AND ON THE CENTER LINE OF THE ROAD EXTENDED, 32 FEET WESTERLY
 KB0282'FROM A POWER POLE NO. W11-13, 85 FEET SOUTH-WESTERLY FROM A
 KB0282'STEEL POST UNDERGROUND TELEPHONE CABLE MARKER, 1.5 FEET WESTERLY
 KB0282'FROM A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 KB0282'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0282
 KB0282                          STATION RECOVERY (2001)
 KB0282
 KB0282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RDW)
 KB0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0516 ***********************************************************************
 KB0516  DESIGNATION -  K 209
 KB0516  PID         -  KB0516
 KB0516  STATE/COUNTY-  IL/EFFINGHAM
 KB0516  USGS QUAD   -  EFFINGHAM NORTH (1985)
 KB0516
 KB0516                         *CURRENT SURVEY CONTROL
 KB0516  ___________________________________________________________________
 KB0516* NAD 83(1986)-  39 10 16.     (N)    088 30 01.     (W)     SCALED    
 KB0516* NAVD 88     -       188.812  (meters)     619.46   (feet)  ADJUSTED  
 KB0516  ___________________________________________________________________
 KB0516  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0516  DYNAMIC HT  -         188.699 (meters)     619.09  (feet)  COMP
 KB0516  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 KB0516
 KB0516  VERT ORDER  -  SECOND    CLASS 0
 KB0516
 KB0516.The horizontal coordinates were scaled from a topographic map and have
 KB0516.an estimated accuracy of +/- 6 seconds.
 KB0516
 KB0516.The orthometric height was determined by differential leveling
 KB0516.and adjusted by the National Geodetic Survey in June 1991..
 KB0516
 KB0516.The geoid height was determined by GEOID03.
 KB0516
 KB0516.The dynamic height is computed by dividing the NAVD 88
 KB0516.geopotential number by the normal gravity value computed on the
 KB0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0516.degrees latitude (g = 980.6199 gals.).
 KB0516
 KB0516.The modeled gravity was interpolated from observed gravity values.
 KB0516
 KB0516;                    North         East    Units  Estimated Accuracy
 KB0516;SPC IL E     -   277,990.      285,570.      MT  (+/- 180 meters Scaled)
 KB0516
 KB0516                          SUPERSEDED SURVEY CONTROL
 KB0516
 KB0516  NGVD 29 (??/??/92)  188.897  (m)          619.74   (f) ADJ UNCH    2 0
 KB0516
 KB0516.Superseded values are not recommended for survey control.
 KB0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0516.See file dsdata.txt to determine how the superseded data were derived.
 KB0516
 KB0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ703368(NAD 83)
 KB0516_MARKER: DB = BENCH MARK DISK
 KB0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0516_STAMPING: K 209 1959
 KB0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0516+STABILITY: SURFACE MOTION
 KB0516
 KB0516  HISTORY     - Date     Condition        Report By
 KB0516  HISTORY     - 1959     MONUMENTED       CGS
 KB0516  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0516
 KB0516                          STATION DESCRIPTION
 KB0516
 KB0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0516'4.4 MI S FROM SIGEL.
 KB0516'ABOUT 0.25 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 KB0516'AT SIGEL, THENCE 2.7 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE
 KB0516'0.25 MILE WEST ALONG AN ASPHALT ROAD, THENCE 1.0 MILE SOUTH
 KB0516'ALONG A DIRT ROAD, THENCE 0.2 MILE WEST ALONG AN OILED ROAD, AT
 KB0516'A DRIVEWAY NORTH TO A FARM HOUSE, ABOUT 0.15 MILE EAST OF A
 KB0516'JUNCTION OF A ROAD SOUTH, 23 FEET NORTH OF THE CENTER LINE OF THE
 KB0516'ROAD, 322 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 2 FEET
 KB0516'EAST OF THE SECOND POWER POLE EAST OF THE DRIVEWAY, 2.4 FEET
 KB0516'EAST-NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 KB0516'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  THE
 KB0516'MARK MAY BE REACHED FROM EFFINGHAM, EFFINGHAM COUNTY, BY GOING
 KB0516'NORTHEAST FOR 3.7 MILES ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0516'WITH U.S. HIGHWAY 40 IN EFFINGHAM, THENCE 1.0 MILE EAST ALONG
 KB0516'AN OILED ROAD.
 KB0516
 KB0516                          STATION RECOVERY (1982)
 KB0516
 KB0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0009 ***********************************************************************
 LC0009  DESIGNATION -  K 21
 LC0009  PID         -  LC0009
 LC0009  STATE/COUNTY-  IL/LIVINGSTON
 LC0009  USGS QUAD   -  SAUNEMIN (1983)
 LC0009
 LC0009                         *CURRENT SURVEY CONTROL
 LC0009  ___________________________________________________________________
 LC0009* NAD 83(1986)-  40 53 29.     (N)    088 24 49.     (W)     SCALED    
 LC0009* NAVD 88     -       205.910  (meters)     675.56   (feet)  ADJUSTED  
 LC0009  ___________________________________________________________________
 LC0009  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC0009  DYNAMIC HT  -         205.824 (meters)     675.27  (feet)  COMP
 LC0009  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 LC0009
 LC0009  VERT ORDER  -  SECOND    CLASS 0
 LC0009
 LC0009.The horizontal coordinates were scaled from a topographic map and have
 LC0009.an estimated accuracy of +/- 6 seconds.
 LC0009
 LC0009.The orthometric height was determined by differential leveling
 LC0009.and adjusted by the National Geodetic Survey in June 1991..
 LC0009
 LC0009.The geoid height was determined by GEOID03.
 LC0009
 LC0009.The dynamic height is computed by dividing the NAVD 88
 LC0009.geopotential number by the normal gravity value computed on the
 LC0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0009.degrees latitude (g = 980.6199 gals.).
 LC0009
 LC0009.The modeled gravity was interpolated from observed gravity values.
 LC0009
 LC0009;                    North         East    Units  Estimated Accuracy
 LC0009;SPC IL E     -   468,980.      293,240.      MT  (+/- 180 meters Scaled)
 LC0009
 LC0009                          SUPERSEDED SURVEY CONTROL
 LC0009
 LC0009  NGVD 29 (??/??/92)  205.979  (m)          675.78   (f) ADJ UNCH    2 0
 LC0009
 LC0009.Superseded values are not recommended for survey control.
 LC0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0009.See file dsdata.txt to determine how the superseded data were derived.
 LC0009
 LC0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL809276(NAD 83)
 LC0009_MARKER: DB = BENCH MARK DISK
 LC0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0009_STAMPING: K 21 1934
 LC0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0009+STABILITY: SURFACE MOTION
 LC0009
 LC0009  HISTORY     - Date     Condition        Report By
 LC0009  HISTORY     - 1934     MONUMENTED       CGS
 LC0009
 LC0009                          STATION DESCRIPTION
 LC0009
 LC0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0009'0.6 MI W FROM SAUNEMIN.
 LC0009'0.6 MILE WEST ALONG STATE HIGHWAY 47 FROM THE WABASH RAILWAY
 LC0009'STATION AT SAUNEMIN, LIVINGSTON COUNTY, 51 FEET NORTH OF THE
 LC0009'CENTER OF THE INTERSECTION OF STATE HIGHWAY 116, 36 FEET EAST
 LC0009'OF THE CENTERLINE OF STATE HIGHWAY 47, AND ABOUT 2 1/2 FEET
 LC0009'HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED K 21 1934
 LC0009'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0010 ***********************************************************************
 LC0010  DESIGNATION -  K 21 RESET 1964
 LC0010  PID         -  LC0010
 LC0010  STATE/COUNTY-  IL/LIVINGSTON
 LC0010  USGS QUAD   -  SAUNEMIN (1983)
 LC0010
 LC0010                         *CURRENT SURVEY CONTROL
 LC0010  ___________________________________________________________________
 LC0010* NAD 83(1986)-  40 53 28.     (N)    088 24 55.     (W)     SCALED    
 LC0010* NAVD 88     -       206.57   (meters)     677.7    (feet)  RESET     
 LC0010  ___________________________________________________________________
 LC0010  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC0010
 LC0010  VERT ORDER  -  THIRD
 LC0010
 LC0010.The horizontal coordinates were scaled from a topographic map and have
 LC0010.an estimated accuracy of +/- 6 seconds.
 LC0010
 LC0010.The orthometric height was computed from unverified reset data.
 LC0010.No vertical observational check was made to the station.
 LC0010
 LC0010.The geoid height was determined by GEOID03.
 LC0010
 LC0010;                    North         East    Units  Estimated Accuracy
 LC0010;SPC IL E     -   468,950.      293,090.      MT  (+/- 180 meters Scaled)
 LC0010
 LC0010                          SUPERSEDED SURVEY CONTROL
 LC0010
 LC0010  NGVD 29 (??/??/??)  206.64   (m)          678.0    (f) RESET       3  
 LC0010
 LC0010.Superseded values are not recommended for survey control.
 LC0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0010.See file dsdata.txt to determine how the superseded data were derived.
 LC0010
 LC0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL807276(NAD 83)
 LC0010_MARKER: DD = SURVEY DISK
 LC0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0010_SP_SET: BRIDGE
 LC0010_STAMPING: K 21 RESET 1964
 LC0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0010
 LC0010  HISTORY     - Date     Condition        Report By
 LC0010  HISTORY     - 1964     MONUMENTED       ILHD
 LC0010  HISTORY     - 1964     GOOD             NGS
 LC0010
 LC0010                          STATION DESCRIPTION
 LC0010
 LC0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LC0010'0.6 MI W FROM SAUNEMIN.
 LC0010'ABOUT 0.6 MILES WEST ALONG STATE HIGHWAY 47 FROM THE WABASH
 LC0010'RAILWAY STATION AT SAUNEMIN, LIVINGSTON COUNTY, 166.5 FEET WEST
 LC0010'OF INTERSECTION OF STATE HIGHWAYS 116 AND 47, 28.6 FT. NORTH OF
 LC0010'CENTERLINE OF STATE HIGHWAY 116 AND LOCATED 185.5 FEET WEST
 LC0010'(ALONG THE CENTERLINE OF STATE HIGHWAY 116) OF INTERSECTION OF
 LC0010'HIGHWAYS 116 AND 47 AND 9 IN HIGHER THAN THE ROADWAY, LOCATED
 LC0010'IN TOP OF THE NORTHEAST CONCRETE WING WALL OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0390 ***********************************************************************
 KB0390  DESIGNATION -  K 210
 KB0390  PID         -  KB0390
 KB0390  STATE/COUNTY-  IL/CUMBERLAND
 KB0390  USGS QUAD   -  GREENUP (1985)
 KB0390
 KB0390                         *CURRENT SURVEY CONTROL
 KB0390  ___________________________________________________________________
 KB0390* NAD 83(1986)-  39 14 18.     (N)    088 11 14.     (W)     SCALED    
 KB0390* NAVD 88     -       163.524  (meters)     536.50   (feet)  ADJUSTED  
 KB0390  ___________________________________________________________________
 KB0390  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0390  DYNAMIC HT  -         163.428 (meters)     536.18  (feet)  COMP
 KB0390  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 KB0390
 KB0390  VERT ORDER  -  SECOND    CLASS 0
 KB0390
 KB0390.The horizontal coordinates were scaled from a topographic map and have
 KB0390.an estimated accuracy of +/- 6 seconds.
 KB0390
 KB0390.The orthometric height was determined by differential leveling
 KB0390.and adjusted by the National Geodetic Survey in June 1991..
 KB0390
 KB0390.The geoid height was determined by GEOID03.
 KB0390
 KB0390.The dynamic height is computed by dividing the NAVD 88
 KB0390.geopotential number by the normal gravity value computed on the
 KB0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0390.degrees latitude (g = 980.6199 gals.).
 KB0390
 KB0390.The modeled gravity was interpolated from observed gravity values.
 KB0390
 KB0390;                    North         East    Units  Estimated Accuracy
 KB0390;SPC IL E     -   285,450.      312,610.      MT  (+/- 180 meters Scaled)
 KB0390
 KB0390                          SUPERSEDED SURVEY CONTROL
 KB0390
 KB0390  NGVD 29 (??/??/92)  163.584  (m)          536.69   (f) ADJ UNCH    2 0
 KB0390
 KB0390.Superseded values are not recommended for survey control.
 KB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0390.See file dsdata.txt to determine how the superseded data were derived.
 KB0390
 KB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ975438(NAD 83)
 KB0390_MARKER: DB = BENCH MARK DISK
 KB0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0390_SP_SET: BRIDGE
 KB0390_STAMPING: K 210 1959
 KB0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0390+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KB0390
 KB0390  HISTORY     - Date     Condition        Report By
 KB0390  HISTORY     - 1959     MONUMENTED       CGS
 KB0390  HISTORY     - 1973     GOOD             NGS
 KB0390  HISTORY     - 20001109 GOOD             LOCENG
 KB0390  HISTORY     - 20050215 GOOD             ILDT
 KB0390
 KB0390                          STATION DESCRIPTION
 KB0390
 KB0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0390'1.9 MI SW FROM GREENUP.
 KB0390'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0390'WITH STATE HIGHWAY 130 IN GREENUP, SET IN THE TOP OF THE SOUTH
 KB0390'END OF THE EAST ABUTMENT OF THE BRIDGE OVER THE EMBARRASS RIVER,
 KB0390'16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2
 KB0390'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KB0390
 KB0390                          STATION RECOVERY (1973)
 KB0390
 KB0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0390'RECOVERED IN GOOD CONDITION.
 KB0390
 KB0390                          STATION RECOVERY (2000)
 KB0390
 KB0390'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (BWH)
 KB0390'RECOVERED IN GOOD CONDITION.
 KB0390
 KB0390                          STATION RECOVERY (2005)
 KB0390
 KB0390'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1401 ***********************************************************************
 KA1401  DESIGNATION -  K 211
 KA1401  PID         -  KA1401
 KA1401  STATE/COUNTY-  IL/CLARK
 KA1401  USGS QUAD   -  CLARK CENTER (1984)
 KA1401
 KA1401                         *CURRENT SURVEY CONTROL
 KA1401  ___________________________________________________________________
 KA1401* NAD 83(1986)-  39 21 53.     (N)    087 46 25.     (W)     SCALED    
 KA1401* NAVD 88     -       165.845  (meters)     544.11   (feet)  ADJUSTED  
 KA1401  ___________________________________________________________________
 KA1401  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KA1401  DYNAMIC HT  -         165.749 (meters)     543.79  (feet)  COMP
 KA1401  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 KA1401
 KA1401  VERT ORDER  -  SECOND    CLASS 0
 KA1401
 KA1401.The horizontal coordinates were scaled from a topographic map and have
 KA1401.an estimated accuracy of +/- 6 seconds.
 KA1401
 KA1401.The orthometric height was determined by differential leveling
 KA1401.and adjusted by the National Geodetic Survey in June 1991..
 KA1401
 KA1401.The geoid height was determined by GEOID03.
 KA1401
 KA1401.The dynamic height is computed by dividing the NAVD 88
 KA1401.geopotential number by the normal gravity value computed on the
 KA1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1401.degrees latitude (g = 980.6199 gals.).
 KA1401
 KA1401.The modeled gravity was interpolated from observed gravity values.
 KA1401
 KA1401;                    North         East    Units  Estimated Accuracy
 KA1401;SPC IL E     -   299,620.      348,240.      MT  (+/- 180 meters Scaled)
 KA1401
 KA1401                          SUPERSEDED SURVEY CONTROL
 KA1401
 KA1401  NGVD 29 (??/??/92)  165.922  (m)          544.36   (f) ADJ UNCH    2 0
 KA1401
 KA1401.Superseded values are not recommended for survey control.
 KA1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1401.See file dsdata.txt to determine how the superseded data were derived.
 KA1401
 KA1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ333575(NAD 83)
 KA1401_MARKER: DB = BENCH MARK DISK
 KA1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1401_STAMPING: K 211 1959
 KA1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1401+STABILITY: SURFACE MOTION
 KA1401
 KA1401  HISTORY     - Date     Condition        Report By
 KA1401  HISTORY     - 1959     MONUMENTED       CGS
 KA1401  HISTORY     - 1960     GOOD             NGS
 KA1401  HISTORY     - 1982     MARK NOT FOUND   USGS
 KA1401  HISTORY     - 20050208 MARK NOT FOUND   ILDT
 KA1401
 KA1401                          STATION DESCRIPTION
 KA1401
 KA1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1401'6 MI NE FROM MARTINSVILLE.
 KA1401'5.8 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1401'CLEONE ROAD IN THE NORTH PART OF MARTINSVILLE, THENCE 0.05 MILES
 KA1401'SOUTH ALONG GRAVEL ROAD TO THE JUNCTION OF SERVICE ROAD, THENCE 0.1
 KA1401'MILE NORTHEAST ALONG SERVICE ROAD TO THE JUNCTION OF A DRIVE SOUTH
 KA1401'TO A FARM HOUSE, 79 FEET SOUTH OF THE CENTER LINE OF THE SERVICE
 KA1401'ROAD, 9 FEET EAST OF THE CENTER LINE OF THE DRIVE, 1 FOOT NORTH OF
 KA1401'A FENCE, 2 1/2 FEET NORTHEAST OF A FENCE CORNER, 57 1/2 FEET NORTHWEST
 KA1401'OF THE NORTHWEST CORNER OF THE FARM HOUSE, 1.9 FEET NORTHEAST OF A
 KA1401'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE DRIVE AND SET
 KA1401'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KA1401
 KA1401                          STATION RECOVERY (1982)
 KA1401
 KA1401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KA1401'MARK NOT FOUND.
 KA1401
 KA1401                          STATION RECOVERY (2005)
 KA1401
 KA1401'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0962 ***********************************************************************
 JB0962  DESIGNATION -  K 212
 JB0962  PID         -  JB0962
 JB0962  STATE/COUNTY-  IL/BOND
 JB0962  USGS QUAD   -  MULBERRY GROVE (1980)
 JB0962
 JB0962                         *CURRENT SURVEY CONTROL
 JB0962  ___________________________________________________________________
 JB0962* NAD 83(1986)-  38 53 15.     (N)    089 19 01.     (W)     SCALED    
 JB0962* NAVD 88     -       171.863  (meters)     563.85   (feet)  ADJUSTED  
 JB0962  ___________________________________________________________________
 JB0962  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JB0962  DYNAMIC HT  -         171.757 (meters)     563.51  (feet)  COMP
 JB0962  MODELED GRAV-     980,009.6   (mgal)                       NAVD 88
 JB0962
 JB0962  VERT ORDER  -  SECOND    CLASS 0
 JB0962
 JB0962.The horizontal coordinates were scaled from a topographic map and have
 JB0962.an estimated accuracy of +/- 6 seconds.
 JB0962
 JB0962.The orthometric height was determined by differential leveling
 JB0962.and adjusted by the National Geodetic Survey in June 1991..
 JB0962
 JB0962.The geoid height was determined by GEOID03.
 JB0962
 JB0962.The dynamic height is computed by dividing the NAVD 88
 JB0962.geopotential number by the normal gravity value computed on the
 JB0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0962.degrees latitude (g = 980.6199 gals.).
 JB0962
 JB0962.The modeled gravity was interpolated from observed gravity values.
 JB0962
 JB0962;                    North         East    Units  Estimated Accuracy
 JB0962;SPC IL W     -   246,820.      773,720.      MT  (+/- 180 meters Scaled)
 JB0962
 JB0962                          SUPERSEDED SURVEY CONTROL
 JB0962
 JB0962  NGVD 29 (??/??/92)  171.989  (m)          564.27   (f) ADJ UNCH    2 0
 JB0962
 JB0962.Superseded values are not recommended for survey control.
 JB0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0962.See file dsdata.txt to determine how the superseded data were derived.
 JB0962
 JB0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ990068(NAD 83)
 JB0962_MARKER: DB = BENCH MARK DISK
 JB0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0962_STAMPING: K 212 1960
 JB0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0962+STABILITY: SURFACE MOTION
 JB0962
 JB0962  HISTORY     - Date     Condition        Report By
 JB0962  HISTORY     - 1960     MONUMENTED       CGS
 JB0962
 JB0962                          STATION DESCRIPTION
 JB0962
 JB0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0962'1.8 MI SE FROM SMITHBORO.
 JB0962'ABOUT 0.6 MILE SOUTH ALONG A CONCRETE PAVED ROAD FROM THE POST
 JB0962'OFFICE AT SMITHBORO, THENCE 1.2 MILES EAST ALONG AN OILED ROAD,
 JB0962'AT THE JUNCTION OF A DIRT ROAD NORTH, 20 FEET NORTH OF THE CENTER
 JB0962'LINE OF THE ROAD, 43 FEET EAST OF THE CENTER LINE OF THE DIRT
 JB0962'ROAD, 1 FOOT SOUTH OF A FENCE, 18 FEET EAST OF A FENCE CORNER,
 JB0962'83 FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 2.5
 JB0962'FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 JB0962'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0962'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1402 ***********************************************************************
 JB1402  DESIGNATION -  K 213 RESET 1966
 JB1402  PID         -  JB1402
 JB1402  STATE/COUNTY-  IL/BOND
 JB1402  USGS QUAD   -  POCAHONTAS (1974)
 JB1402
 JB1402                         *CURRENT SURVEY CONTROL
 JB1402  ___________________________________________________________________
 JB1402* NAD 83(1986)-  38 48 00.     (N)    089 35 53.     (W)     SCALED    
 JB1402* NAVD 88     -       162.15   (meters)     532.0    (feet)  RESET     
 JB1402  ___________________________________________________________________
 JB1402  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JB1402
 JB1402  VERT ORDER  -  THIRD
 JB1402
 JB1402.The horizontal coordinates were scaled from a topographic map and have
 JB1402.an estimated accuracy of +/- 6 seconds.
 JB1402
 JB1402.The orthometric height was computed from unverified reset data.
 JB1402.No vertical observational check was made to the station.
 JB1402
 JB1402.The geoid height was determined by GEOID03.
 JB1402
 JB1402;                    North         East    Units  Estimated Accuracy
 JB1402;SPC IL W     -   236,920.      749,390.      MT  (+/- 180 meters Scaled)
 JB1402
 JB1402                          SUPERSEDED SURVEY CONTROL
 JB1402
 JB1402  NGVD 29 (??/??/??)  162.27   (m)          532.4    (f) RESET       3  
 JB1402
 JB1402.Superseded values are not recommended for survey control.
 JB1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1402.See file dsdata.txt to determine how the superseded data were derived.
 JB1402
 JB1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH743977(NAD 83)
 JB1402_MARKER: DD = SURVEY DISK
 JB1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1402_STAMPING: K 213 RESET 1966
 JB1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1402+STABILITY: SURFACE MOTION
 JB1402
 JB1402  HISTORY     - Date     Condition        Report By
 JB1402  HISTORY     - 1966     MONUMENTED       ILHD
 JB1402
 JB1402                          STATION DESCRIPTION
 JB1402
 JB1402'DESCRIBED BY IL HIGHWAY DEPT 1966
 JB1402'3.8 MI SW FROM POCAHONTAS.
 JB1402'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS
 JB1402'JUNCTION WITH MAIN STREET IN POCAHONTAS, THENCE 0.15 MILE SOUTH
 JB1402'ALONG AN OILED ROAD (T.R. 14), 39 FEET EAST OF THE CENTERLINE
 JB1402'OF THE ROAD, 25 FEET SOUTH OF THE CENTERLINE OF A FARM DRIVE
 JB1402'EAST, 11 FEET SOUTH OF A FENCE CORNER, 25 FEET NORTH OF A METAL
 JB1402'WITNESS POST, 1.5 FEET WEST OF A FENCE, ABOUT 3 FEET ABOVE THE
 JB1402'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB1402'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0720 ***********************************************************************
 JB0720  DESIGNATION -  K 214
 JB0720  PID         -  JB0720
 JB0720  STATE/COUNTY-  IL/FAYETTE
 JB0720  USGS QUAD   -  KINMUNDY (1985)
 JB0720
 JB0720                         *CURRENT SURVEY CONTROL
 JB0720  ___________________________________________________________________
 JB0720* NAD 83(1986)-  38 50 22.     (N)    088 46 46.     (W)     SCALED    
 JB0720* NAVD 88     -       175.252  (meters)     574.97   (feet)  ADJUSTED  
 JB0720  ___________________________________________________________________
 JB0720  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JB0720  DYNAMIC HT  -         175.142 (meters)     574.61  (feet)  COMP
 JB0720  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 JB0720
 JB0720  VERT ORDER  -  SECOND    CLASS 0
 JB0720
 JB0720.The horizontal coordinates were scaled from a topographic map and have
 JB0720.an estimated accuracy of +/- 6 seconds.
 JB0720
 JB0720.The orthometric height was determined by differential leveling
 JB0720.and adjusted by the National Geodetic Survey in June 1991..
 JB0720
 JB0720.The geoid height was determined by GEOID03.
 JB0720
 JB0720.The dynamic height is computed by dividing the NAVD 88
 JB0720.geopotential number by the normal gravity value computed on the
 JB0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0720.degrees latitude (g = 980.6199 gals.).
 JB0720
 JB0720.The modeled gravity was interpolated from observed gravity values.
 JB0720
 JB0720;                    North         East    Units  Estimated Accuracy
 JB0720;SPC IL E     -   241,250.      261,270.      MT  (+/- 180 meters Scaled)
 JB0720
 JB0720                          SUPERSEDED SURVEY CONTROL
 JB0720
 JB0720  NGVD 29 (??/??/92)  175.35   (m)          575.3    (f) COMPUTED    2 0
 JB0720
 JB0720.Superseded values are not recommended for survey control.
 JB0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0720.See file dsdata.txt to determine how the superseded data were derived.
 JB0720
 JB0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ455004(NAD 83)
 JB0720_MARKER: DB = BENCH MARK DISK
 JB0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0720_SP_SET: CULVERT
 JB0720_STAMPING: K 214 1960
 JB0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0720
 JB0720  HISTORY     - Date     Condition        Report By
 JB0720  HISTORY     - 1960     MONUMENTED       CGS
 JB0720
 JB0720                          STATION DESCRIPTION
 JB0720
 JB0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0720'0.6 MI NW FROM FARINA.
 JB0720'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 185 FROM ITS
 JB0720'JUNCTION WITH STATE HIGHWAY 37 IN FARINA, AT A NORTH-SOUTH CROSS
 JB0720'ROAD, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A
 JB0720'5-FOOT CONCRETE BOX CULVERT, 2 1/2 FEET EAST OF THE WEST END OF
 JB0720'THE HEADWALL, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JB0720'30 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, AND ABOUT
 JB0720'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0625 ***********************************************************************
 JB0625  DESIGNATION -  K 215
 JB0625  PID         -  JB0625
 JB0625  STATE/COUNTY-  IL/MARION
 JB0625  USGS QUAD   -  SALEM SOUTH (1978)
 JB0625
 JB0625                         *CURRENT SURVEY CONTROL
 JB0625  ___________________________________________________________________
 JB0625* NAD 83(1986)-  38 31 01.     (N)    088 57 25.     (W)     SCALED    
 JB0625* NAVD 88     -       162.262  (meters)     532.35   (feet)  ADJUSTED  
 JB0625  ___________________________________________________________________
 JB0625  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB0625  DYNAMIC HT  -         162.159 (meters)     532.02  (feet)  COMP
 JB0625  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 JB0625
 JB0625  VERT ORDER  -  SECOND    CLASS 0
 JB0625
 JB0625.The horizontal coordinates were scaled from a topographic map and have
 JB0625.an estimated accuracy of +/- 6 seconds.
 JB0625
 JB0625.The orthometric height was determined by differential leveling
 JB0625.and adjusted by the National Geodetic Survey in June 1991..
 JB0625
 JB0625.The geoid height was determined by GEOID03.
 JB0625
 JB0625.The dynamic height is computed by dividing the NAVD 88
 JB0625.geopotential number by the normal gravity value computed on the
 JB0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0625.degrees latitude (g = 980.6199 gals.).
 JB0625
 JB0625.The modeled gravity was interpolated from observed gravity values.
 JB0625
 JB0625;                    North         East    Units  Estimated Accuracy
 JB0625;SPC IL E     -   205,540.      245,620.      MT  (+/- 180 meters Scaled)
 JB0625
 JB0625                          SUPERSEDED SURVEY CONTROL
 JB0625
 JB0625  NGVD 29 (??/??/92)  162.370  (m)          532.71   (f) ADJ UNCH    2 0
 JB0625
 JB0625.Superseded values are not recommended for survey control.
 JB0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0625.See file dsdata.txt to determine how the superseded data were derived.
 JB0625
 JB0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH293649(NAD 83)
 JB0625_MARKER: DB = BENCH MARK DISK
 JB0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0625_STAMPING: K 215 1960
 JB0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0625+STABILITY: SURFACE MOTION
 JB0625
 JB0625  HISTORY     - Date     Condition        Report By
 JB0625  HISTORY     - 1960     MONUMENTED       CGS
 JB0625
 JB0625                          STATION DESCRIPTION
 JB0625
 JB0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0625'6.8 MI N FROM DIX.
 JB0625'ABOUT 5.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0625'IN DIX, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 161, THENCE 0.25
 JB0625'MILE SOUTH ALONG AN OILED ROAD, AT THE SOUTH END OF A JOG IN THE
 JB0625'ROAD, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST
 JB0625'OF A FENCE, 41 FEET SOUTH-SOUTHWEST OF A 15-INCH BLAZED OAK TREE,
 JB0625'1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 JB0625'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0625'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0310 ***********************************************************************
 JB0310  DESIGNATION -  K 216
 JB0310  PID         -  JB0310
 JB0310  STATE/COUNTY-  IL/JEFFERSON
 JB0310  USGS QUAD   -  INA (1975)
 JB0310
 JB0310                         *CURRENT SURVEY CONTROL
 JB0310  ___________________________________________________________________
 JB0310* NAD 83(1986)-  38 10 04.     (N)    088 54 12.     (W)     SCALED    
 JB0310* NAVD 88     -       128.119  (meters)     420.34   (feet)  ADJUSTED  
 JB0310  ___________________________________________________________________
 JB0310  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 JB0310  DYNAMIC HT  -         128.035 (meters)     420.06  (feet)  COMP
 JB0310  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 JB0310
 JB0310  VERT ORDER  -  SECOND    CLASS 0
 JB0310
 JB0310.The horizontal coordinates were scaled from a topographic map and have
 JB0310.an estimated accuracy of +/- 6 seconds.
 JB0310
 JB0310.The orthometric height was determined by differential leveling
 JB0310.and adjusted by the National Geodetic Survey in June 1991..
 JB0310
 JB0310.The geoid height was determined by GEOID03.
 JB0310
 JB0310.The dynamic height is computed by dividing the NAVD 88
 JB0310.geopotential number by the normal gravity value computed on the
 JB0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0310.degrees latitude (g = 980.6199 gals.).
 JB0310
 JB0310.The modeled gravity was interpolated from observed gravity values.
 JB0310
 JB0310;                    North         East    Units  Estimated Accuracy
 JB0310;SPC IL E     -   166,750.      250,050.      MT  (+/- 180 meters Scaled)
 JB0310
 JB0310                          SUPERSEDED SURVEY CONTROL
 JB0310
 JB0310  NGVD 29 (??/??/92)  128.222  (m)          420.68   (f) ADJ UNCH    2 0
 JB0310
 JB0310.Superseded values are not recommended for survey control.
 JB0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0310.See file dsdata.txt to determine how the superseded data were derived.
 JB0310
 JB0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH332261(NAD 83)
 JB0310_MARKER: DB = BENCH MARK DISK
 JB0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0310_SP_SET: BRIDGE
 JB0310_STAMPING: K 216 1960
 JB0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0310
 JB0310  HISTORY     - Date     Condition        Report By
 JB0310  HISTORY     - 1960     MONUMENTED       CGS
 JB0310  HISTORY     - 1978     GOOD             ILDT
 JB0310
 JB0310                          STATION DESCRIPTION
 JB0310
 JB0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0310'1 MI N FROM INA.
 JB0310'ABOUT 1.05 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0310'RAILROAD FROM THE STATION AT INA, ABOUT 0.1 MILE SOUTH OF A
 JB0310'ROAD CROSSING, AT MILE POST 286, SET IN THE TOP OF THE SOUTHWEST
 JB0310'END OF THE WINGWALL AT THE NORTHWEST CORNER OF A 20-FOOT CONCRETE
 JB0310'HIGHWAY BRIDGE, 43 FEET WEST OF THE WEST RAIL, 21 FEET EAST OF
 JB0310'THE CENTER LINE OF STATE HIGHWAY 37, 295 FEET SOUTH OF MILE POST
 JB0310'286, 44 FEET SOUTHWEST OF THE NORTH END OF RAILROAD BRIDGE
 JB0310'NUMBER 286.1, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK.
 JB0310
 JB0310                          STATION RECOVERY (1978)
 JB0310
 JB0310'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 JB0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0931 ***********************************************************************
 HB0931  DESIGNATION -  K 217
 HB0931  PID         -  HB0931
 HB0931  STATE/COUNTY-  IL/PULASKI
 HB0931  USGS QUAD   -  DONGOLA (1996)
 HB0931
 HB0931                         *CURRENT SURVEY CONTROL
 HB0931  ___________________________________________________________________
 HB0931* NAD 83(1986)-  37 15 00.     (N)    089 09 39.     (W)     SCALED    
 HB0931* NAVD 88     -       113.976  (meters)     373.94   (feet)  ADJUSTED  
 HB0931  ___________________________________________________________________
 HB0931  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HB0931  DYNAMIC HT  -         113.895 (meters)     373.67  (feet)  COMP
 HB0931  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HB0931
 HB0931  VERT ORDER  -  SECOND    CLASS 0
 HB0931
 HB0931.The horizontal coordinates were scaled from a topographic map and have
 HB0931.an estimated accuracy of +/- 6 seconds.
 HB0931
 HB0931.The orthometric height was determined by differential leveling
 HB0931.and adjusted by the National Geodetic Survey in June 1991..
 HB0931
 HB0931.The geoid height was determined by GEOID03.
 HB0931
 HB0931.The dynamic height is computed by dividing the NAVD 88
 HB0931.geopotential number by the normal gravity value computed on the
 HB0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0931.degrees latitude (g = 980.6199 gals.).
 HB0931
 HB0931.The modeled gravity was interpolated from observed gravity values.
 HB0931
 HB0931;                    North         East    Units  Estimated Accuracy
 HB0931;SPC IL W     -    65,210.      789,230.      MT  (+/- 180 meters Scaled)
 HB0931
 HB0931                          SUPERSEDED SURVEY CONTROL
 HB0931
 HB0931  NGVD 29 (??/??/??)  113.919  (m)          373.75   (f) ADJUSTED    2 0
 HB0931
 HB0931.Superseded values are not recommended for survey control.
 HB0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0931.See file dsdata.txt to determine how the superseded data were derived.
 HB0931
 HB0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG083247(NAD 83)
 HB0931_MARKER: DB = BENCH MARK DISK
 HB0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0931_STAMPING: K 217 1960
 HB0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0931+STABILITY: SURFACE MOTION
 HB0931
 HB0931  HISTORY     - Date     Condition        Report By
 HB0931  HISTORY     - 1960     MONUMENTED       CGS
 HB0931
 HB0931                          STATION DESCRIPTION
 HB0931
 HB0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0931'3.8 MI SE FROM ULLIN.
 HB0931'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION WITH
 HB0931'FIRST NORTH STREET IN ULLIN, THENCE 0.45 MILE EAST ALONG A GRAVEL
 HB0931'ROAD, THENCE 0.75 MILE SOUTH ALONG A GRAVEL ROAD, THENCE 1.1 MILE
 HB0931'EAST ALONG A GRAVEL ROAD, THENCE 0.25 MILE SOUTH AND EAST ALONG
 HB0931'A GRAVEL ROAD, THENCE 0.15 MILE WEST ALONG A DIRT ROAD, THENCE 0.5
 HB0931'MILE SOUTH ALONG A DIRT ROAD TO ITS END, THENCE 0.25 MILE WEST
 HB0931'ALONG A PRIVATE DIRT ROAD TO AN ABANDONED FARM HOUSE, 18 FEET
 HB0931'SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD, 1 FOOT NORTH OF
 HB0931'A FENCE, 27 FEET SOUTHEAST OF POWER POLE 1-1/2-F-17, 24 FEET EAST
 HB0931'OF A FENCE CORNER, 65 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HB0931'THE ABANDONED HOUSE, 2.8 FEET WEST OF A METAL WITNESS POST, ABOUT
 HB0931'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 HB0931'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1425 ***********************************************************************
 JB1425  DESIGNATION -  K 218
 JB1425  PID         -  JB1425
 JB1425  STATE/COUNTY-  IL/MADISON
 JB1425  USGS QUAD   -  WORDEN (1991)
 JB1425
 JB1425                         *CURRENT SURVEY CONTROL
 JB1425  ___________________________________________________________________
 JB1425* NAD 83(1986)-  38 55 57.     (N)    089 49 10.     (W)     SCALED    
 JB1425* NAVD 88     -       175.485  (meters)     575.74   (feet)  ADJUSTED  
 JB1425  ___________________________________________________________________
 JB1425  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JB1425  DYNAMIC HT  -         175.382 (meters)     575.40  (feet)  COMP
 JB1425  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 JB1425
 JB1425  VERT ORDER  -  SECOND    CLASS 0
 JB1425
 JB1425.The horizontal coordinates were scaled from a topographic map and have
 JB1425.an estimated accuracy of +/- 6 seconds.
 JB1425
 JB1425.The orthometric height was determined by differential leveling
 JB1425.and adjusted by the National Geodetic Survey in June 1991..
 JB1425
 JB1425.The geoid height was determined by GEOID03.
 JB1425
 JB1425.The dynamic height is computed by dividing the NAVD 88
 JB1425.geopotential number by the normal gravity value computed on the
 JB1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1425.degrees latitude (g = 980.6199 gals.).
 JB1425
 JB1425.The modeled gravity was interpolated from observed gravity values.
 JB1425
 JB1425;                    North         East    Units  Estimated Accuracy
 JB1425;SPC IL W     -   251,530.      730,110.      MT  (+/- 180 meters Scaled)
 JB1425
 JB1425                          SUPERSEDED SURVEY CONTROL
 JB1425
 JB1425  NGVD 29 (??/??/92)  175.608  (m)          576.14   (f) ADJ UNCH    2 0
 JB1425
 JB1425.Superseded values are not recommended for survey control.
 JB1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1425.See file dsdata.txt to determine how the superseded data were derived.
 JB1425
 JB1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ556130(NAD 83)
 JB1425_MARKER: DB = BENCH MARK DISK
 JB1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1425_STAMPING: K 218 1960
 JB1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1425+STABILITY: SURFACE MOTION
 JB1425
 JB1425  HISTORY     - Date     Condition        Report By
 JB1425  HISTORY     - 1960     MONUMENTED       CGS
 JB1425
 JB1425                          STATION DESCRIPTION
 JB1425
 JB1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1425'1 MI E FROM WORDEN.
 JB1425'ABOUT 1.0 MILES EAST ALONG WORDEN ROAD FROM WORDEN PUBLIC
 JB1425'HIGHSCHOOL IN WORDEN ABOUT 0.2 MILES EAST OF THE CLEVELAND,
 JB1425'CINCINNATI, CHICAGO AND ST. LOUIS RAIL ROAD CROSSING AT A FENCE
 JB1425'CORNER SOUTH OF THE ROAD, ABOUT 0.05 MILES WEST OF A HOUSE ON THE
 JB1425'NORTH SIDE OF THE ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE
 JB1425'ROAD, 1 FOOT NORTH OF THE FENCE, 7 FEET EAST OF A FENCE CORNER,
 JB1425'171 FEET WEST OF THE EXTENDED CENTER LINE OF A DRIVE NORTH, 2.1
 JB1425'FEET EAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 JB1425'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1077 ***********************************************************************
 KB1077  DESIGNATION -  K 219
 KB1077  PID         -  KB1077
 KB1077  STATE/COUNTY-  IL/SANGAMON
 KB1077  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1077
 KB1077                         *CURRENT SURVEY CONTROL
 KB1077  ___________________________________________________________________
 KB1077* NAD 83(1986)-  39 57 15.     (N)    089 33 09.     (W)     SCALED    
 KB1077* NAVD 88     -       182.382  (meters)     598.36   (feet)  ADJUSTED  
 KB1077  ___________________________________________________________________
 KB1077  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1077  DYNAMIC HT  -         182.286 (meters)     598.05  (feet)  COMP
 KB1077  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 KB1077
 KB1077  VERT ORDER  -  SECOND    CLASS 0
 KB1077
 KB1077.The horizontal coordinates were scaled from a topographic map and have
 KB1077.an estimated accuracy of +/- 6 seconds.
 KB1077
 KB1077.The orthometric height was determined by differential leveling
 KB1077.and adjusted by the National Geodetic Survey in June 1991..
 KB1077
 KB1077.The geoid height was determined by GEOID03.
 KB1077
 KB1077.The dynamic height is computed by dividing the NAVD 88
 KB1077.geopotential number by the normal gravity value computed on the
 KB1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1077.degrees latitude (g = 980.6199 gals.).
 KB1077
 KB1077.The modeled gravity was interpolated from observed gravity values.
 KB1077
 KB1077;                    North         East    Units  Estimated Accuracy
 KB1077;SPC IL W     -   365,080.      752,480.      MT  (+/- 180 meters Scaled)
 KB1077
 KB1077                          SUPERSEDED SURVEY CONTROL
 KB1077
 KB1077  NGVD 29 (??/??/92)  182.475  (m)          598.67   (f) ADJ UNCH    2 0
 KB1077
 KB1077.Superseded values are not recommended for survey control.
 KB1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1077.See file dsdata.txt to determine how the superseded data were derived.
 KB1077
 KB1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK819257(NAD 83)
 KB1077_MARKER: DB = BENCH MARK DISK
 KB1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1077_STAMPING: K 219 1960
 KB1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1077+STABILITY: SURFACE MOTION
 KB1077
 KB1077  HISTORY     - Date     Condition        Report By
 KB1077  HISTORY     - 1960     MONUMENTED       CGS
 KB1077  HISTORY     - 1976     GOOD             NGS
 KB1077
 KB1077                          STATION DESCRIPTION
 KB1077
 KB1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1077'AT WILLIAMSVILLE.
 KB1077'0.2 MILES ALONG AN ASPHALT STREET FROM THE CITY WATER TOWER IN
 KB1077'WILLIAMSVILLE, ABOUT 0.10 MILE EAST OF THE JUNCTION OF U.S. 66,
 KB1077'AT A HOUSE ON THE NORTH SIDE OF THE STREET, 30 FEET NORTH OF THE
 KB1077'CENTER LINE OF THE STREET, 1.5 FEET SOUTH OF A FENCE, 19.5 FEET
 KB1077'EAST OF A FENCE CORNER, 60 FEET EAST OF THE EAST EDGE OF A
 KB1077'CONCRETE SIDEWALK, 22.5 FEET EAST OF A WIRE BRACED POWER POLE,
 KB1077'1.7 FEET EAST SOUTH EAST OF A METAL WITNESS POST, 1 FOOT ABOVE
 KB1077'THE LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST
 KB1077'PROJECTING 4 INCHES.
 KB1077
 KB1077                          STATION RECOVERY (1976)
 KB1077
 KB1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0197 ***********************************************************************
 LC0197  DESIGNATION -  K 22
 LC0197  PID         -  LC0197
 LC0197  STATE/COUNTY-  IL/CHAMPAIGN
 LC0197  USGS QUAD   -  GIBSON CITY WEST (1982)
 LC0197
 LC0197                         *CURRENT SURVEY CONTROL
 LC0197  ___________________________________________________________________
 LC0197* NAD 83(1986)-  40 23 02.     (N)    088 25 04.     (W)     SCALED    
 LC0197* NAVD 88     -       223.641  (meters)     733.73   (feet)  ADJUSTED  
 LC0197  ___________________________________________________________________
 LC0197  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0197  DYNAMIC HT  -         223.533 (meters)     733.37  (feet)  COMP
 LC0197  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 LC0197
 LC0197  VERT ORDER  -  SECOND    CLASS 0
 LC0197
 LC0197.The horizontal coordinates were scaled from a topographic map and have
 LC0197.an estimated accuracy of +/- 6 seconds.
 LC0197
 LC0197.The orthometric height was determined by differential leveling
 LC0197.and adjusted by the National Geodetic Survey in June 1991..
 LC0197
 LC0197.The geoid height was determined by GEOID03.
 LC0197
 LC0197.The dynamic height is computed by dividing the NAVD 88
 LC0197.geopotential number by the normal gravity value computed on the
 LC0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0197.degrees latitude (g = 980.6199 gals.).
 LC0197
 LC0197.The modeled gravity was interpolated from observed gravity values.
 LC0197
 LC0197;                    North         East    Units  Estimated Accuracy
 LC0197;SPC IL E     -   412,630.      292,830.      MT  (+/- 180 meters Scaled)
 LC0197
 LC0197                          SUPERSEDED SURVEY CONTROL
 LC0197
 LC0197  NGVD 29 (??/??/92)  223.691  (m)          733.89   (f) ADJ UNCH    2 0
 LC0197
 LC0197.Superseded values are not recommended for survey control.
 LC0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0197.See file dsdata.txt to determine how the superseded data were derived.
 LC0197
 LC0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK796713(NAD 83)
 LC0197_MARKER: DB = BENCH MARK DISK
 LC0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0197_STAMPING: K 22 1934
 LC0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0197+STABILITY: SURFACE MOTION
 LC0197
 LC0197  HISTORY     - Date     Condition        Report By
 LC0197  HISTORY     - 1934     MONUMENTED       CGS
 LC0197  HISTORY     - 1956     MARK NOT FOUND   USGS
 LC0197  HISTORY     - 1979     MARK NOT FOUND   USGS
 LC0197
 LC0197                          STATION DESCRIPTION
 LC0197
 LC0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0197'2.2 MI S FROM PROCTOR.
 LC0197'2.2 MILES SOUTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 LC0197'PROCTOR, CHAMPAIGN COUNTY, 6 POLES SOUTH OF MILEPOST 119, AT A
 LC0197'ROAD CROSSING, 50 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 LC0197'32 FEET WEST OF THE CENTERLINE OF THE TRACK, 18 FEET NORTH AND
 LC0197'2 FEET WEST OF THE SOUTHEAST CORNER OF A CEMETERY, 2 1/2 FEET
 LC0197'NORTHWEST OF A FENCE-CORNER POST, AND ABOUT 2 1/2 FEET LOWER
 LC0197'THAN THE TRACK.  A STANDARD DISK, STAMPED K 22 1934 AND SET IN
 LC0197'THE TOP OF A CONCRETE POST.
 LC0197
 LC0197                          STATION RECOVERY (1956)
 LC0197
 LC0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LC0197'MARK NOT FOUND.
 LC0197
 LC0197                          STATION RECOVERY (1979)
 LC0197
 LC0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LC0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1077 ***********************************************************************
 LC1077  DESIGNATION -  K 220
 LC1077  PID         -  LC1077
 LC1077  STATE/COUNTY-  IL/LOGAN
 LC1077  USGS QUAD   -  LINCOLN EAST (1980)
 LC1077
 LC1077                         *CURRENT SURVEY CONTROL
 LC1077  ___________________________________________________________________
 LC1077* NAD 83(1986)-  40 13 05.     (N)    089 16 54.     (W)     SCALED    
 LC1077* NAVD 88     -       181.668  (meters)     596.02   (feet)  ADJUSTED  
 LC1077  ___________________________________________________________________
 LC1077  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LC1077  DYNAMIC HT  -         181.575 (meters)     595.72  (feet)  COMP
 LC1077  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 LC1077
 LC1077  VERT ORDER  -  SECOND    CLASS 0
 LC1077
 LC1077.The horizontal coordinates were scaled from a topographic map and have
 LC1077.an estimated accuracy of +/- 6 seconds.
 LC1077
 LC1077.The orthometric height was determined by differential leveling
 LC1077.and adjusted by the National Geodetic Survey in June 1991..
 LC1077
 LC1077.The geoid height was determined by GEOID03.
 LC1077
 LC1077.The dynamic height is computed by dividing the NAVD 88
 LC1077.geopotential number by the normal gravity value computed on the
 LC1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1077.degrees latitude (g = 980.6199 gals.).
 LC1077
 LC1077.The modeled gravity was interpolated from observed gravity values.
 LC1077
 LC1077;                    North         East    Units  Estimated Accuracy
 LC1077;SPC IL W     -   394,570.      775,330.      MT  (+/- 180 meters Scaled)
 LC1077
 LC1077                          SUPERSEDED SURVEY CONTROL
 LC1077
 LC1077  NGVD 29 (??/??/92)  181.744  (m)          596.27   (f) ADJ UNCH    2 0
 LC1077
 LC1077.Superseded values are not recommended for survey control.
 LC1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1077.See file dsdata.txt to determine how the superseded data were derived.
 LC1077
 LC1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK058544(NAD 83)
 LC1077_MARKER: DB = BENCH MARK DISK
 LC1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1077_SP_SET: BRIDGE
 LC1077_STAMPING: K 220 1960
 LC1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1077
 LC1077  HISTORY     - Date     Condition        Report By
 LC1077  HISTORY     - 1960     MONUMENTED       CGS
 LC1077
 LC1077                          STATION DESCRIPTION
 LC1077
 LC1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1077'4.6 MI NE FROM LINCOLN.
 LC1077'ABOUT 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1077'WITH BUSINESS ROUTE 66 IN THE NORTH PART OF LINCOLN, ABOUT 0.15
 LC1077'MILES SOUTHWEST OF THE JUNCTION OF LAWNDALE ROAD IN THE SMALL
 LC1077'COMMUNITY OF LAWNDALE, SET IN TOP OF THE SOUTHWEST END OF THE
 LC1077'SOUTHEAST HEADWALL OF AN 8 FOOT CONCRETE BRIDGE UNDER THE GULF
 LC1077'MOBILE AND OHIO RAILROAD, 81 FEET NORTHWEST OF THE CENTER LINE
 LC1077'OF THE SOUTH BOUND LANE OF U.S. 66, 49 FEET SOUTHEAST OF THE
 LC1077'SOUTHEAST RAIL OF THE NORTH BOUND TRACK, AND ABOUT 4 FEET BELOW
 LC1077'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0539 ***********************************************************************
 NH0539  DESIGNATION -  K 221
 NH0539  PID         -  NH0539
 NH0539  STATE/COUNTY-  IL/WINNEBAGO
 NH0539  USGS QUAD   -  SOUTH BELOIT (1993)
 NH0539
 NH0539                         *CURRENT SURVEY CONTROL
 NH0539  ___________________________________________________________________
 NH0539* NAD 83(1986)-  42 23 49.     (N)    089 02 46.     (W)     SCALED    
 NH0539* NAVD 88     -       222.467  (meters)     729.88   (feet)  ADJUSTED  
 NH0539  ___________________________________________________________________
 NH0539  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NH0539  DYNAMIC HT  -         222.398 (meters)     729.65  (feet)  COMP
 NH0539  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 NH0539
 NH0539  VERT ORDER  -  FIRST     CLASS II
 NH0539
 NH0539.The horizontal coordinates were scaled from a topographic map and have
 NH0539.an estimated accuracy of +/- 6 seconds.
 NH0539
 NH0539.The orthometric height was determined by differential leveling
 NH0539.and adjusted by the National Geodetic Survey in June 1991..
 NH0539
 NH0539.The geoid height was determined by GEOID03.
 NH0539
 NH0539.The dynamic height is computed by dividing the NAVD 88
 NH0539.geopotential number by the normal gravity value computed on the
 NH0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0539.degrees latitude (g = 980.6199 gals.).
 NH0539
 NH0539.The modeled gravity was interpolated from observed gravity values.
 NH0539
 NH0539;                    North         East    Units  Estimated Accuracy
 NH0539;SPC IL W     -   636,780.      792,260.      MT  (+/- 180 meters Scaled)
 NH0539
 NH0539                          SUPERSEDED SURVEY CONTROL
 NH0539
 NH0539  NGVD 29 (??/??/92)  222.528  (m)          730.08   (f) ADJ UNCH    1 2
 NH0539
 NH0539.Superseded values are not recommended for survey control.
 NH0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0539.See file dsdata.txt to determine how the superseded data were derived.
 NH0539
 NH0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM316958(NAD 83)
 NH0539_MARKER: DB = BENCH MARK DISK
 NH0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0539_SP_SET: PIER
 NH0539_STAMPING: K 221 1960
 NH0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0539
 NH0539  HISTORY     - Date     Condition        Report By
 NH0539  HISTORY     - 1960     MONUMENTED       CGS
 NH0539  HISTORY     - 19970530 GOOD             USPSQD
 NH0539
 NH0539                          STATION DESCRIPTION
 NH0539
 NH0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0539'2.3 MI NE FROM LATHAM PARK.
 NH0539'ABOUT 2.3 MILES NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 NH0539'AND PACIFIC RAILROAD FROM THE CROSSING OF LATHAM ROAD AT LATHAM
 NH0539'PARK, 0.25 MILE (453 YARDS) NORTH-NORTHEAST OF MILEPOLE 5, IN
 NH0539'S-6, R 2E, T-45 N, 5 1/2 FEET WEST-NORTHWEST OF THE WEST-NORTHWEST
 NH0539'RAIL, IN TOP OF THE WEST END OF THE NORTH CONCRETE PIER OF
 NH0539'OVERPASS OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 NH0539'OVER GLEASMAN ROAD, AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 NH0539'TRACK.
 NH0539
 NH0539                          STATION RECOVERY (1997)
 NH0539
 NH0539'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0555 ***********************************************************************
 NH0555  DESIGNATION -  K 222
 NH0555  PID         -  NH0555
 NH0555  STATE/COUNTY-  IL/WINNEBAGO
 NH0555  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0555
 NH0555                         *CURRENT SURVEY CONTROL
 NH0555  ___________________________________________________________________
 NH0555* NAD 83(1986)-  42 19 02.     (N)    089 03 31.     (W)     SCALED    
 NH0555* NAVD 88     -       221.310  (meters)     726.08   (feet)  ADJUSTED  
 NH0555  ___________________________________________________________________
 NH0555  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NH0555  DYNAMIC HT  -         221.239 (meters)     725.85  (feet)  COMP
 NH0555  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 NH0555
 NH0555  VERT ORDER  -  FIRST     CLASS II
 NH0555
 NH0555.The horizontal coordinates were scaled from a topographic map and have
 NH0555.an estimated accuracy of +/- 6 seconds.
 NH0555
 NH0555.The orthometric height was determined by differential leveling
 NH0555.and adjusted by the National Geodetic Survey in June 1991..
 NH0555
 NH0555.The geoid height was determined by GEOID03.
 NH0555
 NH0555.The dynamic height is computed by dividing the NAVD 88
 NH0555.geopotential number by the normal gravity value computed on the
 NH0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0555.degrees latitude (g = 980.6199 gals.).
 NH0555
 NH0555.The modeled gravity was interpolated from observed gravity values.
 NH0555
 NH0555;                    North         East    Units  Estimated Accuracy
 NH0555;SPC IL W     -   627,910.      791,340.      MT  (+/- 180 meters Scaled)
 NH0555
 NH0555                          SUPERSEDED SURVEY CONTROL
 NH0555
 NH0555  NGVD 29 (??/??/92)  221.367  (m)          726.27   (f) ADJ UNCH    1 2
 NH0555
 NH0555.Superseded values are not recommended for survey control.
 NH0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0555.See file dsdata.txt to determine how the superseded data were derived.
 NH0555
 NH0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM303870(NAD 83)
 NH0555_MARKER: DB = BENCH MARK DISK
 NH0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0555_STAMPING: K 222 1960
 NH0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0555+STABILITY: SURFACE MOTION
 NH0555
 NH0555  HISTORY     - Date     Condition        Report By
 NH0555  HISTORY     - 1960     MONUMENTED       CGS
 NH0555  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0555
 NH0555                          STATION DESCRIPTION
 NH0555
 NH0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0555'AT LOVES PARK.
 NH0555'AT LOVES PARK (A SMALL COMMUNITY IN THE NORTHEAST CORNER OF THE
 NH0555'CITY OF ROCKFORD), IN S-1, R-1E, T-44N, 0.1 MILE NORTHWEST ALONG
 NH0555'U.S. HIGHWAY 51 (NORTH SECOND STREET) FROM THE INTERSECTION OF
 NH0555'RIVERSIDE BOULEVARD, AT THE JUNCTION OF GRAND BOULEVARD, 189 FEET
 NH0555'WEST OF THE WEST CURB LINE OF HIGHWAY 51, 27 FEET NORTH OF THE
 NH0555'CENTER LINE OF GRAND BOULEVARD, 11 1/2 FEET SOUTH OF A METAL
 NH0555'LIGHT POST AT THE SOUTHWEST CORNER OF SUPER PAR SERVICE STATION,
 NH0555'0.6 FOOT SOUTH OF THE SOUTH EDGE OF CONCRETE SIDEWALK AND IN LINE
 NH0555'WITH A CONCRETE CURB BEARING SIGN ALONG WEST EDGE OF BLACK TOP
 NH0555'SERVICE STATION AREA, 20 FEET EAST OF A POWER LINE POLE WITH
 NH0555'BRANCH LINES, ABOUT LEVEL WITH THE SIDEWALK, AND SET IN TOP OF A
 NH0555'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THIS MARK CAN BE
 NH0555'REACHED BY GOING ABOUT 0.8 MILE NORTHEAST ALONG THE CHICAGO,
 NH0555'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD FROM THE CROSSING OF
 NH0555'NORTH MAIN STREET AT ROCKFORD, THENCE ABOUT 0.55 MILE EAST ALONG
 NH0555'RIVERSIDE BOULEVARD, THENCE ABOUT 0.1 MILE NORTHWEST ALONG U.S.
 NH0555'HWY. 51.
 NH0555
 NH0555                          STATION RECOVERY (1987)
 NH0555
 NH0555'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0525 ***********************************************************************
 MF0525  DESIGNATION -  K 223
 MF0525  PID         -  MF0525
 MF0525  STATE/COUNTY-  IL/OGLE
 MF0525  USGS QUAD   -  ROCHELLE (1993)
 MF0525
 MF0525                         *CURRENT SURVEY CONTROL
 MF0525  ___________________________________________________________________
 MF0525* NAD 83(1986)-  41 59 17.     (N)    089 06 32.     (W)     SCALED    
 MF0525* NAVD 88     -       261.091  (meters)     856.60   (feet)  ADJUSTED  
 MF0525  ___________________________________________________________________
 MF0525  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0525  DYNAMIC HT  -         261.002 (meters)     856.30  (feet)  COMP
 MF0525  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 MF0525
 MF0525  VERT ORDER  -  FIRST     CLASS I
 MF0525
 MF0525.The horizontal coordinates were scaled from a topographic map and have
 MF0525.an estimated accuracy of +/- 6 seconds.
 MF0525
 MF0525.The orthometric height was determined by differential leveling
 MF0525.and adjusted by the National Geodetic Survey in June 1991..
 MF0525
 MF0525.The geoid height was determined by GEOID03.
 MF0525
 MF0525.The dynamic height is computed by dividing the NAVD 88
 MF0525.geopotential number by the normal gravity value computed on the
 MF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0525.degrees latitude (g = 980.6199 gals.).
 MF0525
 MF0525.The modeled gravity was interpolated from observed gravity values.
 MF0525
 MF0525;                    North         East    Units  Estimated Accuracy
 MF0525;SPC IL W     -   591,300.      787,650.      MT  (+/- 180 meters Scaled)
 MF0525
 MF0525                          SUPERSEDED SURVEY CONTROL
 MF0525
 MF0525  NGVD 29 (??/??/92)  261.133  (m)          856.73   (f) ADJ UNCH    1 1
 MF0525
 MF0525.Superseded values are not recommended for survey control.
 MF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0525.See file dsdata.txt to determine how the superseded data were derived.
 MF0525
 MF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM253506(NAD 83)
 MF0525_MARKER: DB = BENCH MARK DISK
 MF0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0525_SP_SET: CULVERT
 MF0525_STAMPING: K 223 1960
 MF0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0525
 MF0525  HISTORY     - Date     Condition        Report By
 MF0525  HISTORY     - 1960     MONUMENTED       CGS
 MF0525  HISTORY     - 1969     GOOD             NGS
 MF0525  HISTORY     - 19960514 GOOD             USPSQD
 MF0525  HISTORY     - 20010725 GOOD             USPSQD
 MF0525  HISTORY     - 20040929 GOOD             USPSQD
 MF0525
 MF0525                          STATION DESCRIPTION
 MF0525
 MF0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0525'1.3 MI S FROM KINGS.
 MF0525'ABOUT 1.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0525'RAILROAD FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, 0.2 MILE
 MF0525'SOUTH OF MILEPOST 4, 0.25 MILE NORTH OF A CROSSING OF THE RAILROAD
 MF0525'AND A PAVED ROAD, 15 FEET EAST OF THE EAST RAIL, SET IN THE TOP
 MF0525'OF THE SOUTH END OF THE CONCRETE HEADWALL OF CONCRETE BOX CULVERT
 MF0525'NUMBER 3.82, 7 1/2 RAILS NORTH OF A RAILROAD WHISTLE SIGN POST,
 MF0525'AND ABOUT 7 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 34, T41N,
 MF0525'R1E
 MF0525
 MF0525                          STATION RECOVERY (1996)
 MF0525
 MF0525'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0525'RECOVERED IN GOOD CONDITION.
 MF0525
 MF0525                          STATION RECOVERY (2001)
 MF0525
 MF0525'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0525'RECOVERED IN GOOD CONDITION.
 MF0525
 MF0525                          STATION RECOVERY (2004)
 MF0525
 MF0525'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0571 ***********************************************************************
 MF0571  DESIGNATION -  K 224
 MF0571  PID         -  MF0571
 MF0571  STATE/COUNTY-  IL/LEE
 MF0571  USGS QUAD   -  STEWARD (1993)
 MF0571
 MF0571                         *CURRENT SURVEY CONTROL
 MF0571  ___________________________________________________________________
 MF0571* NAD 83(1986)-  41 47 00.     (N)    089 01 58.     (W)     SCALED    
 MF0571* NAVD 88     -       247.988  (meters)     813.61   (feet)  ADJUSTED  
 MF0571  ___________________________________________________________________
 MF0571  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0571  DYNAMIC HT  -         247.897 (meters)     813.31  (feet)  COMP
 MF0571  MODELED GRAV-     980,249.1   (mgal)                       NAVD 88
 MF0571
 MF0571  VERT ORDER  -  FIRST     CLASS I
 MF0571
 MF0571.The horizontal coordinates were scaled from a topographic map and have
 MF0571.an estimated accuracy of +/- 6 seconds.
 MF0571
 MF0571.The orthometric height was determined by differential leveling
 MF0571.and adjusted by the National Geodetic Survey in June 1991..
 MF0571
 MF0571.The geoid height was determined by GEOID03.
 MF0571
 MF0571.The dynamic height is computed by dividing the NAVD 88
 MF0571.geopotential number by the normal gravity value computed on the
 MF0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0571.degrees latitude (g = 980.6199 gals.).
 MF0571
 MF0571.The modeled gravity was interpolated from observed gravity values.
 MF0571
 MF0571;                    North         East    Units  Estimated Accuracy
 MF0571;SPC IL W     -   568,640.      794,260.      MT  (+/- 180 meters Scaled)
 MF0571
 MF0571                          SUPERSEDED SURVEY CONTROL
 MF0571
 MF0571  NGVD 29 (??/??/92)  248.035  (m)          813.76   (f) ADJ UNCH    1 1
 MF0571
 MF0571.Superseded values are not recommended for survey control.
 MF0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0571.See file dsdata.txt to determine how the superseded data were derived.
 MF0571
 MF0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM310277(NAD 83)
 MF0571_MARKER: DB = BENCH MARK DISK
 MF0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0571_SP_SET: ABUTMENT
 MF0571_STAMPING: K 224 1960
 MF0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0571+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 MF0571
 MF0571  HISTORY     - Date     Condition        Report By
 MF0571  HISTORY     - 1960     MONUMENTED       CGS
 MF0571  HISTORY     - 1969     GOOD             NGS
 MF0571  HISTORY     - 19950818 GOOD             USPSQD
 MF0571  HISTORY     - 20020123 GOOD             NGS
 MF0571  HISTORY     - 20030628 GOOD             USPSQD
 MF0571
 MF0571                          STATION DESCRIPTION
 MF0571
 MF0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0571'10.2 MI S FROM ROCHELLE.
 MF0571'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0571'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 4.7 MILES SOUTH
 MF0571'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 MF0571'0.25 MILE NORTH OF THE MORE NORTHERLY OF 2 GRAIN ELEVATORS AT
 MF0571'SCARBORO, 120 YARDS WEST OF THE WEST RAIL, 14 1/2 FEET EAST
 MF0571'OF THE CENTER LINE OF A PAVED ROAD, SET IN THE TOP OF THE EAST
 MF0571'END OF THE NORTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER DRY
 MF0571'RUN CREEK, 0.8 FOOT EAST OF THE NORTH END OF THE EAST CONCRETE
 MF0571'GUARD RAIL ON THE BRIDGE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 MF0571'THE ROAD.  SEC 8, T38N, R 2E.
 MF0571
 MF0571                          STATION RECOVERY (1995)
 MF0571
 MF0571'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0571'RECOVERED IN GOOD CONDITION.
 MF0571
 MF0571                          STATION RECOVERY (2002)
 MF0571
 MF0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0571'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0571
 MF0571                          STATION RECOVERY (2003)
 MF0571
 MF0571'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0683 ***********************************************************************
 MF0683  FBN         -  This is a Federal Base Network Control Station.
 MF0683  DESIGNATION -  K 225
 MF0683  PID         -  MF0683
 MF0683  STATE/COUNTY-  IL/LA SALLE
 MF0683  USGS QUAD   -  TROY GROVE (1993)
 MF0683
 MF0683                         *CURRENT SURVEY CONTROL
 MF0683  ___________________________________________________________________
 MF0683* NAD 83(1997)-  41 26 25.52424(N)    089 07 01.14261(W)     ADJUSTED  
 MF0683* NAVD 88     -       202.002  (meters)     662.73   (feet)  ADJUSTED  
 MF0683  ___________________________________________________________________
 MF0683  X           -      73,795.010 (meters)                     COMP
 MF0683  Y           -  -4,787,917.942 (meters)                     COMP
 MF0683  Z           -   4,199,326.193 (meters)                     COMP
 MF0683  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MF0683  ELLIP HEIGHT-         169.03  (meters)          (09/15/03) GPS OBS
 MF0683  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0683  DYNAMIC HT  -         201.923 (meters)     662.48  (feet)  COMP
 MF0683  MODELED GRAV-     980,226.2   (mgal)                       NAVD 88
 MF0683
 MF0683  HORZ ORDER  -  B
 MF0683  VERT ORDER  -  FIRST     CLASS I
 MF0683  ELLP ORDER  -  FOURTH    CLASS I
 MF0683
 MF0683.The horizontal coordinates were established by GPS observations
 MF0683.and adjusted by the National Geodetic Survey in July 1998..
 MF0683
 MF0683.The orthometric height was determined by differential leveling
 MF0683.and adjusted by the National Geodetic Survey in June 1991..
 MF0683
 MF0683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0683
 MF0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0683
 MF0683.The ellipsoidal height was determined by GPS observations
 MF0683.and is referenced to NAD 83.
 MF0683
 MF0683.The geoid height was determined by GEOID03.
 MF0683
 MF0683.The dynamic height is computed by dividing the NAVD 88
 MF0683.geopotential number by the normal gravity value computed on the
 MF0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0683.degrees latitude (g = 980.6199 gals.).
 MF0683
 MF0683.The modeled gravity was interpolated from observed gravity values.
 MF0683
 MF0683;                    North         East     Units Scale Factor Converg.
 MF0683;SPC IL E     -   530,249.616   234,509.615   MT  1.00002776   -0 31 07.2
 MF0683;SPC IL E     - 1,739,660.62    769,386.96   sFT  1.00002776   -0 31 07.2
 MF0683;UTM  16      - 4,589,813.054   323,143.745   MT  0.99998494   -1 24 05.3
 MF0683
 MF0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0683!SPC IL E     -   0.99997349  x   1.00002776  =   1.00000125
 MF0683!UTM  16      -   0.99997349  x   0.99998494  =   0.99995843
 MF0683
 MF0683                          SUPERSEDED SURVEY CONTROL
 MF0683
 MF0683  ELLIP H (07/17/98)  169.00   (m)                       GP(       ) 4 1
 MF0683  NAVD 88 (07/17/98)  202.00   (m)          662.7    (f) LEVELING    3  
 MF0683  NGVD 29 (??/??/92)  202.051  (m)          662.90   (f) ADJ UNCH    1 1
 MF0683
 MF0683.Superseded values are not recommended for survey control.
 MF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0683.See file dsdata.txt to determine how the superseded data were derived.
 MF0683
 MF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2314489813(NAD 83)
 MF0683_MARKER: DB = BENCH MARK DISK
 MF0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0683_STAMPING: K 225 1960
 MF0683_MARK LOGO: CGS   
 MF0683_PROJECTION: FLUSH
 MF0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0683+STABILITY: SURFACE MOTION
 MF0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0683+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2005
 MF0683
 MF0683  HISTORY     - Date     Condition        Report By
 MF0683  HISTORY     - 1960     MONUMENTED       CGS
 MF0683  HISTORY     - 1969     GOOD             NGS
 MF0683  HISTORY     - 1976     GOOD             LOCENG
 MF0683  HISTORY     - 19961212 GOOD             SECI
 MF0683  HISTORY     - 19970509 GOOD             NGS
 MF0683  HISTORY     - 19970711 GOOD             USPSQD
 MF0683  HISTORY     - 200205   GOOD             ASCPC
 MF0683  HISTORY     - 20020803 GOOD             USPSQD
 MF0683  HISTORY     - 20020826 GOOD             NGS
 MF0683  HISTORY     - 20030616 GOOD             BCA
 MF0683  HISTORY     - 20051107 GOOD             JCLS
 MF0683
 MF0683                          STATION DESCRIPTION
 MF0683
 MF0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0683'7.6 MI S FROM MENDOTA.
 MF0683'ABOUT 7.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD
 MF0683'FROM THE RAILROAD STATION AT MENDOTA, OR ABOUT 0.1 MILE EAST
 MF0683'ALONG THIRD STREET FROM THE POST OFFICE AT LA SALLE, THENCE 0.6
 MF0683'MILE NORTH ALONG JOLIET STREET WHICH IS STATE HIGHWAY 351, THENCE
 MF0683'1.4 MILES NORTH ALONG ST. VINCENTS AVENUE WHICH IS STATE HIGHWAY
 MF0683'351, THENCE 1.05 MILES NORTHWEST ALONG OLD U.S. HIGHWAY 51,
 MF0683'THENCE 5.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD,
 MF0683'0.15 MILE NORTH OF MILEPOST 864, 121 FEET NORTHWEST OF THE CENTER
 MF0683'OF THE CROSSING OF THE RAILROAD AND THE CHICAGO AND
 MF0683'NORTHWESTERN RAILWAY AT DIMMICK, 44 1/2 FEET WEST OF THE WEST
 MF0683'RAIL, 249 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 MF0683'CHURCH AT DIMMICK, 79 FEET NORTHWEST OF THE CENTER OF A CROSSING
 MF0683'OF THE RAILROAD AND A GRAVELED ROAD, 66 FEET NORTH OF THE CENTER
 MF0683'LINE OF THE ROAD, 30 1/2 FEET EAST OF THE CENTER LINE OF THE
 MF0683'GRAVELED DRIVEWAY WHICH LEADS TO THE CHURCH, 5 FEET NORTH
 MF0683'OF A TELEPHONE POLE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 MF0683'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MF0683'2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 4, T34N, R 1E.
 MF0683
 MF0683                          STATION RECOVERY (1976)
 MF0683
 MF0683'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 MF0683'RECOVERED IN GOOD CONDITION.
 MF0683
 MF0683                          STATION RECOVERY (1996)
 MF0683
 MF0683'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF0683'RECOVERED AS DESCRIBED EXCEPT THAT THE TELEPHONE POLE HAS BEEN CUT TO
 MF0683'ABOUT 5 FT (1.5 M) ABOVE GROUND AND HAS FIRE NUMBERS ON IT, AND THE
 MF0683'ILLINOIS CENTRAL RAILROAD TRACKS ARE NO LONGER THERE.  TO REACH FROM
 MF0683'THE JUNCTION OF ILLINOIS ROUTE 251 AND U.S.  ROUTE 52 (EAST) , PROCEED
 MF0683'SOUTH ON ILLINOIS ROUTE 251 FOR APPROXIMENTLY 2.0 MI (3.2 KM) TO THE
 MF0683'INTERSECTION OF ILLINOIS ROUTE 251 AND N 35TH ROAD (N 3500) , TURN
 MF0683'LEFT (EAST) ON N 35TH ROAD AND PROCEED APPROXIMENTLY 0.5 MI (0.8 KM)
 MF0683'TO THE STATION ON THE LEFT (NORTH) SIDE OF N 35TH ROAD.  THE STATION
 MF0683'IS LOCATED 64 FT (19.5 M) NORTH OF THE CENTERLINE OF N 35TH ROAD, 49
 MF0683'FT (14.9 M) WEST OF THE CENTERLINE OF A GRAVEL ENTRANCE TO THE NORTH,
 MF0683'28 FT (8.5 M) EAST OF THE CENTERLINE OF A GRAVEL ENTRANCE TO A CHURCH,
 MF0683'89 FT (27.1 M) SOUTHWEST OF A POWER POLE, 94.5 FT (28.8 M) NORTH OF A
 MF0683'POWER POLE, AND 5 FT (1.5 M) NORTH OF A POWER POLE.
 MF0683
 MF0683                          STATION RECOVERY (1997)
 MF0683
 MF0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 MF0683'THE STATION IS ABOUT 7 MILES (11.3 KM) SOUTH OF MENDOTA.  TO REACH
 MF0683'FROM THE JUNCTION OF U.S. HIGHWAY 52 AND STATE ROUTE 251 ABOUT 2.3 MI
 MF0683'(3.7 KM) WEST OF TROY GROVE, GO SOUTH ON ROUTE 251 FOR 2.0 MI (3.2 KM)
 MF0683'TO A CROSSROAD AND SIGN SACRED HEART CATHOLIC CHURCH 1/2-MILE.  TURN
 MF0683'LEFT, EAST, ON N 35TH ROAD FOR 0.5 MI (0.8 KM) TO THE CHURCH AND THE
 MF0683'STATION ON THE LEFT.  IT IS 19.5 M (64.0 FT) NORTH OF THE CENTER OF
 MF0683'THE ROAD, 8.5 M (27.9 FT) EAST OF THE CENTER OF THE DRIVE TO THE
 MF0683'CHURCH, 14.9 M (48.9 FT) WEST OF THE CENTER OF A GRAVEL DRIVE, 27.1 M
 MF0683'(88.9 FT) WEST-SOUTHWEST OF A POWER POLE, AND 1.5 M (4.9 FT) NORTH OF
 MF0683'A 5-FOOT HIGH CUTOFF POWER POLE BEARING TWO ORANGE FIRE DISTRICT
 MF0683'SIGNS.
 MF0683
 MF0683                          STATION RECOVERY (1997)
 MF0683
 MF0683'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0683'RECOVERED IN GOOD CONDITION.
 MF0683
 MF0683                          STATION RECOVERY (2002)
 MF0683
 MF0683'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0683'RECOVERED AS DESCRIBED
 MF0683' 
 MF0683'
 MF0683
 MF0683                          STATION RECOVERY (2002)
 MF0683
 MF0683'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0683'RECOVERED IN GOOD CONDITION.
 MF0683
 MF0683                          STATION RECOVERY (2002)
 MF0683
 MF0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CLC)
 MF0683'RECOVERED AS DESCRIBED
 MF0683'
 MF0683
 MF0683                          STATION RECOVERY (2003)
 MF0683
 MF0683'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2003 (DGW)
 MF0683'RECOVERED IN GOOD CONDITION.
 MF0683
 MF0683                          STATION RECOVERY (2005)
 MF0683
 MF0683'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 MF0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0107 ***********************************************************************
 NH0107  DESIGNATION -  K 226
 NH0107  PID         -  NH0107
 NH0107  STATE/COUNTY-  IL/MCHENRY
 NH0107  USGS QUAD   -  RICHMOND (1992)
 NH0107
 NH0107                         *CURRENT SURVEY CONTROL
 NH0107  ___________________________________________________________________
 NH0107* NAD 83(1986)-  42 24 39.     (N)    088 18 20.     (W)     SCALED    
 NH0107* NAVD 88     -       254.450  (meters)     834.81   (feet)  ADJUSTED  
 NH0107  ___________________________________________________________________
 NH0107  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NH0107  DYNAMIC HT  -         254.368 (meters)     834.54  (feet)  COMP
 NH0107  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 NH0107
 NH0107  VERT ORDER  -  SECOND    CLASS 0
 NH0107
 NH0107.The horizontal coordinates were scaled from a topographic map and have
 NH0107.an estimated accuracy of +/- 6 seconds.
 NH0107
 NH0107.The orthometric height was determined by differential leveling
 NH0107.and adjusted by the National Geodetic Survey in June 1991..
 NH0107
 NH0107.The geoid height was determined by GEOID03.
 NH0107
 NH0107.The dynamic height is computed by dividing the NAVD 88
 NH0107.geopotential number by the normal gravity value computed on the
 NH0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0107.degrees latitude (g = 980.6199 gals.).
 NH0107
 NH0107.The modeled gravity was interpolated from observed gravity values.
 NH0107
 NH0107;                    North         East    Units  Estimated Accuracy
 NH0107;SPC IL E     -   637,740.      302,290.      MT  (+/- 180 meters Scaled)
 NH0107
 NH0107                          SUPERSEDED SURVEY CONTROL
 NH0107
 NH0107  NGVD 29 (??/??/92)  254.518  (m)          835.03   (f) ADJ UNCH    2 0
 NH0107
 NH0107.Superseded values are not recommended for survey control.
 NH0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0107.See file dsdata.txt to determine how the superseded data were derived.
 NH0107
 NH0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM925962(NAD 83)
 NH0107_MARKER: DB = BENCH MARK DISK
 NH0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0107_SP_SET: BRIDGE ABUTMENT
 NH0107_STAMPING: K 226 1960
 NH0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH0107+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 NH0107
 NH0107  HISTORY     - Date     Condition        Report By
 NH0107  HISTORY     - 1960     MONUMENTED       CGS
 NH0107  HISTORY     - 1987     GOOD             USPSQD
 NH0107  HISTORY     - 19940608 GOOD             USPSQD
 NH0107  HISTORY     - 20030430 GOOD             GEOCAC
 NH0107
 NH0107                          STATION DESCRIPTION
 NH0107
 NH0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0107'1.4 MI N FROM RINGWOOD.
 NH0107'ABOUT 1.45 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 NH0107'RAILWAY FROM THE STATION SHELTER AT RINWOOD, 0.25 MILE SOUTH
 NH0107'OF MILEPOLE 71, 7 FEET WEST OF THE WEST RAIL, IN TOP OF THE SOUTH
 NH0107'ABUTMENT (BRIDGE SEAT) OF STONE BRIDGE 694 OVER A FARM ROAD AND
 NH0107'USED AS A CATTLE PASS, 8 FEET EAST OF THE WEST END OF THE TOP
 NH0107'STEP OF THE ABUTMENT, AND ABOUT 4 1/2 FEET BELOW THE LEVEL OF
 NH0107'THE TRACK.
 NH0107
 NH0107                          STATION RECOVERY (1987)
 NH0107
 NH0107'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 NH0107'RECOVERED IN GOOD CONDITION.
 NH0107
 NH0107                          STATION RECOVERY (1994)
 NH0107
 NH0107'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0107'RECOVERED IN GOOD CONDITION.
 NH0107
 NH0107                          STATION RECOVERY (2003)
 NH0107
 NH0107'RECOVERY NOTE BY GEOCACHING 2003 (GJ)
 NH0107'RECOVERED IN GOOD CONDITION.  RAILROAD HAS BEEN REMOVED AND RAILBED
 NH0107'HAS BEEN CONVERTED INTO MULTI USE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0175 ***********************************************************************
 NH0175  DESIGNATION -  K 227
 NH0175  PID         -  NH0175
 NH0175  STATE/COUNTY-  IL/KANE
 NH0175  USGS QUAD   -  ELGIN (1992)
 NH0175
 NH0175                         *CURRENT SURVEY CONTROL
 NH0175  ___________________________________________________________________
 NH0175* NAD 83(1986)-  42 06 58.     (N)    088 17 23.     (W)     SCALED    
 NH0175* NAVD 88     -       223.819  (meters)     734.31   (feet)  ADJUSTED  
 NH0175  ___________________________________________________________________
 NH0175  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NH0175  DYNAMIC HT  -         223.741 (meters)     734.06  (feet)  COMP
 NH0175  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 NH0175
 NH0175  VERT ORDER  -  SECOND    CLASS 0
 NH0175
 NH0175.The horizontal coordinates were scaled from a topographic map and have
 NH0175.an estimated accuracy of +/- 6 seconds.
 NH0175
 NH0175.The orthometric height was determined by differential leveling
 NH0175.and adjusted by the National Geodetic Survey in June 1991..
 NH0175
 NH0175.The geoid height was determined by GEOID03.
 NH0175
 NH0175.The dynamic height is computed by dividing the NAVD 88
 NH0175.geopotential number by the normal gravity value computed on the
 NH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0175.degrees latitude (g = 980.6199 gals.).
 NH0175
 NH0175.The modeled gravity was interpolated from observed gravity values.
 NH0175
 NH0175;                    North         East    Units  Estimated Accuracy
 NH0175;SPC IL E     -   605,000.      303,610.      MT  (+/- 180 meters Scaled)
 NH0175
 NH0175                          SUPERSEDED SURVEY CONTROL
 NH0175
 NH0175  NGVD 29 (??/??/92)  223.887  (m)          734.54   (f) ADJ UNCH    2 0
 NH0175
 NH0175.Superseded values are not recommended for survey control.
 NH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0175.See file dsdata.txt to determine how the superseded data were derived.
 NH0175
 NH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM933634(NAD 83)
 NH0175_MARKER: DB = BENCH MARK DISK
 NH0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0175_STAMPING: K 227 1960
 NH0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0175+STABILITY: SURFACE MOTION
 NH0175
 NH0175  HISTORY     - Date     Condition        Report By
 NH0175  HISTORY     - 1960     MONUMENTED       CGS
 NH0175  HISTORY     - 1987     GOOD             USPSQD
 NH0175  HISTORY     - 1988     GOOD             USPSQD
 NH0175  HISTORY     - 19971101 GOOD             USPSQD
 NH0175  HISTORY     - 19980527 GOOD             USPSQD
 NH0175
 NH0175                          STATION DESCRIPTION
 NH0175
 NH0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0175'0.5 MI N FROM CARPENTERSVILLE.
 NH0175'ABOUT 0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0175'FROM THE STATION AT CARPENTERSVILLE, 0.15 MILE SOUTH OF MILEPOLE
 NH0175'49, 105 FEET EAST OF AND ACROSS A BLACK TOP STREET FROM THE EAST
 NH0175'RAIL, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST CORNER
 NH0175'OF CONCRETE FOUNDATION TO THE WEYERHAEUSER COMPANY MILK CARTON
 NH0175'DIVISION PLANT, 2 FEET EAST OF THE NORTHWEST CORNER OF THE BRICK
 NH0175'PART OF BUILDING, 1/2 FOOT ABOVE THE LEVEL OF THE BLACK TOP
 NH0175'PARKING RAMP, AND ABOUT LEVEL WITH THE TRACK.
 NH0175
 NH0175                          STATION RECOVERY (1987)
 NH0175
 NH0175'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0175'RECOVERED IN GOOD CONDITION.
 NH0175
 NH0175                          STATION RECOVERY (1988)
 NH0175
 NH0175'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJM)
 NH0175'RECOVERED IN GOOD CONDITION.
 NH0175
 NH0175                          STATION RECOVERY (1997)
 NH0175
 NH0175'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0175'RECOVERED IN GOOD CONDITION.
 NH0175
 NH0175                          STATION RECOVERY (1998)
 NH0175
 NH0175'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0465 ***********************************************************************
 NH0465  DESIGNATION -  K 228
 NH0465  PID         -  NH0465
 NH0465  STATE/COUNTY-  IL/WINNEBAGO
 NH0465  USGS QUAD   -  PECATONICA (1971)
 NH0465
 NH0465                         *CURRENT SURVEY CONTROL
 NH0465  ___________________________________________________________________
 NH0465* NAD 83(1986)-  42 16 27.     (N)    089 15 54.     (W)     SCALED    
 NH0465* NAVD 88     -       252.168  (meters)     827.32   (feet)  ADJUSTED  
 NH0465  ___________________________________________________________________
 NH0465  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NH0465  DYNAMIC HT  -         252.084 (meters)     827.05  (feet)  COMP
 NH0465  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 NH0465
 NH0465  VERT ORDER  -  FIRST     CLASS II
 NH0465
 NH0465.The horizontal coordinates were scaled from a topographic map and have
 NH0465.an estimated accuracy of +/- 6 seconds.
 NH0465
 NH0465.The orthometric height was determined by differential leveling
 NH0465.and adjusted by the National Geodetic Survey in June 1991..
 NH0465
 NH0465.The geoid height was determined by GEOID03.
 NH0465
 NH0465.The dynamic height is computed by dividing the NAVD 88
 NH0465.geopotential number by the normal gravity value computed on the
 NH0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0465.degrees latitude (g = 980.6199 gals.).
 NH0465
 NH0465.The modeled gravity was interpolated from observed gravity values.
 NH0465
 NH0465;                    North         East    Units  Estimated Accuracy
 NH0465;SPC IL W     -   622,930.      774,380.      MT  (+/- 180 meters Scaled)
 NH0465
 NH0465                          SUPERSEDED SURVEY CONTROL
 NH0465
 NH0465  NGVD 29 (??/??/92)  252.217  (m)          827.48   (f) ADJ UNCH    1 2
 NH0465
 NH0465.Superseded values are not recommended for survey control.
 NH0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0465.See file dsdata.txt to determine how the superseded data were derived.
 NH0465
 NH0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM132827(NAD 83)
 NH0465_MARKER: DB = BENCH MARK DISK
 NH0465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0465_SP_SET: CULVERT
 NH0465_STAMPING: K 228 1960
 NH0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0465
 NH0465  HISTORY     - Date     Condition        Report By
 NH0465  HISTORY     - 1960     MONUMENTED       CGS
 NH0465  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 NH0465
 NH0465                          STATION DESCRIPTION
 NH0465
 NH0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0465'1.3 MI NW FROM WINNEBAGO.
 NH0465'ABOUT 1.3 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NH0465'RAILWAY FROM THE STATION AT WINNEBAGO, 0.45 MILE SOUTHEAST OF
 NH0465'MILE POST 102, IN SECTION 7, R 11 E, T 26 N., ABOUT 0.25 MILE
 NH0465'SOUTHEAST OF A GRADED ROAD CROSSING, ABOUT 65 YARDS EAST OF THE
 NH0465'EAST CORNER OF RAILROAD BRIDGE NO. 508, IN THE TOP OF THE NORTHWEST
 NH0465'END OF THE SOUTHWEST HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT
 NH0465'UNDER AN OLD ABANDONED ROAD WHICH PARALLELED THE NORTHEAST SIDE
 NH0465'OF TRACK, 60 FEET NORTHEAST OF NORTHEAST RAIL, 1 FOOT SOUTHEAST
 NH0465'OF NORTHWEST END OF HEAD WALL AND ABOUT 4 FEET BELOW LEVEL OF
 NH0465'TRACK.
 NH0465
 NH0465                          STATION RECOVERY (1997)
 NH0465
 NH0465'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0854 ***********************************************************************
 LC0854  DESIGNATION -  K 229
 LC0854  PID         -  LC0854
 LC0854  STATE/COUNTY-  IL/WOODFORD
 LC0854  USGS QUAD   -  BENSON (1995)
 LC0854
 LC0854                         *CURRENT SURVEY CONTROL
 LC0854  ___________________________________________________________________
 LC0854* NAD 83(1986)-  40 49 28.     (N)    089 01 29.     (W)     SCALED    
 LC0854* NAVD 88     -       213.753  (meters)     701.29   (feet)  ADJUSTED  
 LC0854  ___________________________________________________________________
 LC0854  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LC0854  DYNAMIC HT  -         213.659 (meters)     700.98  (feet)  COMP
 LC0854  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 LC0854
 LC0854  VERT ORDER  -  FIRST     CLASS I
 LC0854
 LC0854.The horizontal coordinates were scaled from a topographic map and have
 LC0854.an estimated accuracy of +/- 6 seconds.
 LC0854
 LC0854.The orthometric height was determined by differential leveling
 LC0854.and adjusted by the National Geodetic Survey in June 1991..
 LC0854
 LC0854.The geoid height was determined by GEOID03.
 LC0854
 LC0854.The dynamic height is computed by dividing the NAVD 88
 LC0854.geopotential number by the normal gravity value computed on the
 LC0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0854.degrees latitude (g = 980.6199 gals.).
 LC0854
 LC0854.The modeled gravity was interpolated from observed gravity values.
 LC0854
 LC0854;                    North         East    Units  Estimated Accuracy
 LC0854;SPC IL W     -   462,160.      796,330.      MT  (+/- 180 meters Scaled)
 LC0854
 LC0854                          SUPERSEDED SURVEY CONTROL
 LC0854
 LC0854  NGVD 29 (??/??/92)  213.809  (m)          701.47   (f) ADJ UNCH    1 1
 LC0854
 LC0854.Superseded values are not recommended for survey control.
 LC0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0854.See file dsdata.txt to determine how the superseded data were derived.
 LC0854
 LC0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL292212(NAD 83)
 LC0854_MARKER: DB = BENCH MARK DISK
 LC0854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0854_SP_SET: BRIDGE
 LC0854_STAMPING: K 229 1960
 LC0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0854
 LC0854  HISTORY     - Date     Condition        Report By
 LC0854  HISTORY     - 1960     MONUMENTED       CGS
 LC0854  HISTORY     - 1969     GOOD             NGS
 LC0854  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0854
 LC0854                          STATION DESCRIPTION
 LC0854
 LC0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0854'5.4 MI S FROM WOODFORD.
 LC0854'ABOUT 5.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0854'THE STATION AT MINONK, OR ABOUT 5.95 MILES NORTH ALONG THE ILLINOIS
 LC0854'CENTRAL RAILROAD FROM THE STATION AT EL PASO, 0.25 MILE SOUTH OF
 LC0854'MILEPOST 820, 99 FEET NORTH OF THE CENTER OF THE CROSSING OF THE
 LC0854'RAILROAD AND A PAVED ROAD, 6 1/2 FEET EAST OF THE EAST RAIL, SET
 LC0854'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 LC0854'CONCRETE RAILROAD BRIDGE, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 LC0854'OF THE TRACK.  SEC 5, T27N, R2E
 LC0854
 LC0854                          STATION RECOVERY (1998)
 LC0854
 LC0854'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0643 ***********************************************************************
 KB0643  DESIGNATION -  K 23 RESET 1959
 KB0643  PID         -  KB0643
 KB0643  STATE/COUNTY-  IL/PIATT
 KB0643  USGS QUAD   -  BEMENT (1983)
 KB0643
 KB0643                         *CURRENT SURVEY CONTROL
 KB0643  ___________________________________________________________________
 KB0643* NAD 83(1986)-  39 53 37.     (N)    088 34 46.     (W)     SCALED    
 KB0643* NAVD 88     -       207.25   (meters)     680.0    (feet)  RESET     
 KB0643  ___________________________________________________________________
 KB0643  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KB0643
 KB0643  VERT ORDER  -  THIRD
 KB0643
 KB0643.The horizontal coordinates were scaled from a topographic map and have
 KB0643.an estimated accuracy of +/- 6 seconds.
 KB0643
 KB0643.The orthometric height was computed from unverified reset data.
 KB0643.No vertical observational check was made to the station.
 KB0643
 KB0643.The geoid height was determined by GEOID03.
 KB0643
 KB0643;                    North         East    Units  Estimated Accuracy
 KB0643;SPC IL E     -   358,220.      278,950.      MT  (+/- 180 meters Scaled)
 KB0643
 KB0643                          SUPERSEDED SURVEY CONTROL
 KB0643
 KB0643  NGVD 29 (??/??/??)  207.32   (m)          680.2    (f) RESET       3  
 KB0643
 KB0643.Superseded values are not recommended for survey control.
 KB0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0643.See file dsdata.txt to determine how the superseded data were derived.
 KB0643
 KB0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK649171(NAD 83)
 KB0643_MARKER: DD = SURVEY DISK
 KB0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0643_SP_SET: CULVERT
 KB0643_STAMPING: K 23 RESET 1959
 KB0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0643
 KB0643  HISTORY     - Date     Condition        Report By
 KB0643  HISTORY     - 1959     MONUMENTED       ILHD
 KB0643
 KB0643                          STATION DESCRIPTION
 KB0643
 KB0643'DESCRIBED BY IL HIGHWAY DEPT 1959
 KB0643'2 MI S FROM BEMENT.
 KB0643'THE MARK IS LOCATED 2.0 MILES SOUTH ALONG THE WABASH RAILROAD
 KB0643'FROM THE CROSSING OF THE WABASH MAIN-LINE TRACK AT BEMENT, 3 POLES
 KB0643'NORTH OF MILEPOST 155, AT A HIGHWAY CROSSING, 17.5 FEET WEST OF
 KB0643'THE CENTERLINE OF THE TRACK, 24.08 FEET NORTH OF THE CENTERLINE
 KB0643'OF STATE HIGHWAY 47, RENUMBERED ILLINOIS ROUTE 105, AT A 2-BY
 KB0643'2-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE WEST END OF THE
 KB0643'NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0735 ***********************************************************************
 MF0735  DESIGNATION -  K 230
 MF0735  PID         -  MF0735
 MF0735  STATE/COUNTY-  IL/LA SALLE
 MF0735  USGS QUAD   -  TONICA (1983)
 MF0735
 MF0735                         *CURRENT SURVEY CONTROL
 MF0735  ___________________________________________________________________
 MF0735* NAD 83(1986)-  41 08 56.     (N)    089 03 33.     (W)     SCALED    
 MF0735* NAVD 88     -       211.175  (meters)     692.83   (feet)  ADJUSTED  
 MF0735  ___________________________________________________________________
 MF0735  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MF0735  DYNAMIC HT  -         211.087 (meters)     692.54  (feet)  COMP
 MF0735  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 MF0735
 MF0735  VERT ORDER  -  FIRST     CLASS I
 MF0735
 MF0735.The horizontal coordinates were scaled from a topographic map and have
 MF0735.an estimated accuracy of +/- 6 seconds.
 MF0735
 MF0735.The orthometric height was determined by differential leveling
 MF0735.and adjusted by the National Geodetic Survey in June 1991..
 MF0735
 MF0735.The geoid height was determined by GEOID03.
 MF0735
 MF0735.The dynamic height is computed by dividing the NAVD 88
 MF0735.geopotential number by the normal gravity value computed on the
 MF0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0735.degrees latitude (g = 980.6199 gals.).
 MF0735
 MF0735.The modeled gravity was interpolated from observed gravity values.
 MF0735
 MF0735;                    North         East    Units  Estimated Accuracy
 MF0735;SPC IL E     -   497,830.      239,070.      MT  (+/- 180 meters Scaled)
 MF0735
 MF0735                          SUPERSEDED SURVEY CONTROL
 MF0735
 MF0735  NGVD 29 (??/??/92)  211.225  (m)          692.99   (f) ADJ UNCH    1 1
 MF0735
 MF0735.Superseded values are not recommended for survey control.
 MF0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0735.See file dsdata.txt to determine how the superseded data were derived.
 MF0735
 MF0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL272573(NAD 83)
 MF0735_MARKER: DB = BENCH MARK DISK
 MF0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0735_STAMPING: K 230 1960
 MF0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0735+STABILITY: SURFACE MOTION
 MF0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0735+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 MF0735
 MF0735  HISTORY     - Date     Condition        Report By
 MF0735  HISTORY     - 1960     MONUMENTED       CGS
 MF0735  HISTORY     - 1969     GOOD             NGS
 MF0735  HISTORY     - 19970728 GOOD             USPSQD
 MF0735  HISTORY     - 20020826 GOOD             USPSQD
 MF0735
 MF0735                          STATION DESCRIPTION
 MF0735
 MF0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0735'0.4 MI N FROM LOSTANT.
 MF0735'ABOUT 0.45 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0735'THE STATION AT LOSTANT, 0.2 MILE NORTH OF MILEPOST 842, 226
 MF0735'FEET NORTH-NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 MF0735'AND A PAVED ROAD, 95 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 MF0735'209 FEET NORTH OF THE CENTER LINE OF THE ROAD, 80 FEET EAST OF
 MF0735'THE EAST RAIL OF A SIDETRACK, 34 FEET EAST OF THE CENTER LINE OF A
 MF0735'TRAIL ROAD, 183 1/2 FEET NORTH OF A CORNER FENCE POST, 10 1/2
 MF0735'FEET SOUTHEAST OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, ABOUT
 MF0735'6 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 MF0735'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 MF0735'GROUND.  SEC 13, T31N, R1E
 MF0735
 MF0735                          STATION RECOVERY (1997)
 MF0735
 MF0735'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0735'RECOVERED IN GOOD CONDITION.
 MF0735
 MF0735                          STATION RECOVERY (2002)
 MF0735
 MF0735'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0390 ***********************************************************************
 MF0390  CBN         -  This is a Cooperative Base Network Control Station.
 MF0390  DESIGNATION -  K 231
 MF0390  PID         -  MF0390
 MF0390  STATE/COUNTY-  IL/LA SALLE
 MF0390  USGS QUAD   -  OTTAWA (1994)
 MF0390
 MF0390                         *CURRENT SURVEY CONTROL
 MF0390  ___________________________________________________________________
 MF0390* NAD 83(1997)-  41 22 05.23412(N)    088 51 20.13893(W)     ADJUSTED  
 MF0390* NAVD 88     -       187.813  (meters)     616.18   (feet)  ADJUSTED  
 MF0390  ___________________________________________________________________
 MF0390  X           -      95,743.057 (meters)                     COMP
 MF0390  Y           -  -4,792,830.754 (meters)                     COMP
 MF0390  Z           -   4,193,293.629 (meters)                     COMP
 MF0390  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 MF0390  ELLIP HEIGHT-         154.88  (meters)          (10/15/04) GPS OBS
 MF0390  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MF0390  DYNAMIC HT  -         187.740 (meters)     615.94  (feet)  COMP
 MF0390  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 MF0390
 MF0390  HORZ ORDER  -  B
 MF0390  VERT ORDER  -  FIRST     CLASS II
 MF0390  ELLP ORDER  -  FOURTH    CLASS II
 MF0390
 MF0390.The horizontal coordinates were established by GPS observations
 MF0390.and adjusted by the National Geodetic Survey in July 1998..
 MF0390
 MF0390.The orthometric height was determined by differential leveling
 MF0390.and adjusted by the National Geodetic Survey in June 1991..
 MF0390
 MF0390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0390
 MF0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0390
 MF0390.The ellipsoidal height was determined by GPS observations
 MF0390.and is referenced to NAD 83.
 MF0390
 MF0390.The geoid height was determined by GEOID03.
 MF0390
 MF0390.The dynamic height is computed by dividing the NAVD 88
 MF0390.geopotential number by the normal gravity value computed on the
 MF0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0390.degrees latitude (g = 980.6199 gals.).
 MF0390
 MF0390.The modeled gravity was interpolated from observed gravity values.
 MF0390
 MF0390;                    North         East     Units Scale Factor Converg.
 MF0390;SPC IL E     -   522,054.928   256,305.887   MT  0.99999849   -0 20 42.6
 MF0390;SPC IL E     - 1,712,775.21    840,896.90   sFT  0.99999849   -0 20 42.6
 MF0390;UTM  16      - 4,581,284.397   344,809.705   MT  0.99989640   -1 13 35.7
 MF0390
 MF0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0390!SPC IL E     -   0.99997571  x   0.99999849  =   0.99997420
 MF0390!UTM  16      -   0.99997571  x   0.99989640  =   0.99987211
 MF0390
 MF0390                          SUPERSEDED SURVEY CONTROL
 MF0390
 MF0390  ELLIP H (07/17/98)  154.89   (m)                       GP(       ) 4 1
 MF0390  NAVD 88 (07/17/98)  187.81   (m)          616.2    (f) LEVELING    3  
 MF0390  NGVD 29 (??/??/92)  187.868  (m)          616.36   (f) ADJ UNCH    1 2
 MF0390
 MF0390.Superseded values are not recommended for survey control.
 MF0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0390.See file dsdata.txt to determine how the superseded data were derived.
 MF0390
 MF0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4481081284(NAD 83)
 MF0390_MARKER: DB = BENCH MARK DISK
 MF0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0390_STAMPING: K 231 1960
 MF0390_MARK LOGO: CGS   
 MF0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0390+STABILITY: SURFACE MOTION
 MF0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0390+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF0390
 MF0390  HISTORY     - Date     Condition        Report By
 MF0390  HISTORY     - 1960     MONUMENTED       CGS
 MF0390  HISTORY     - 1987     GOOD             USPSQD
 MF0390  HISTORY     - 19970312 GOOD             NGS
 MF0390  HISTORY     - 19970815 GOOD             USPSQD
 MF0390  HISTORY     - 19980715 GOOD             USPSQD
 MF0390  HISTORY     - 200205   GOOD             ASCPC
 MF0390  HISTORY     - 20020907 GOOD             USPSQD
 MF0390  HISTORY     - 20050725 GOOD             GEOSPC
 MF0390
 MF0390                          STATION DESCRIPTION
 MF0390
 MF0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0390'2 MI NW FROM OTTAWA.
 MF0390'AT OTTAWA AIRPORT, ABOUT 2.0 MILES NORTH AND NORTHWEST ALONG LA
 MF0390'SALLE STREET AND PUBLIC ROADS FROM THE COURTHOUSE, AT THE
 MF0390'NORTHEAST CORNER OF AIRPORT PROPERTY, AT THE OFFSET INTERSECTION
 MF0390'OF BLACK TOP ROAD LEADING EAST-WEST, BLACK TOP ROAD LEADING
 MF0390'SOUTH, AND A GRAVEL ROAD LEADING NORTH, 39 FEET SOUTH OF
 MF0390'CENTER LINE OF EAST-WEST BLACK TOP ROAD, 26 1/2 FEET WEST OF
 MF0390'CENTER LINE OF BLACK TOP ROAD LEADING SOUTH, 30 FEET WEST OF
 MF0390'EXTENDED CENTER LINE OF GRAVEL ROAD LEADING NORTH, 1 FOOT
 MF0390'NORTH OF NORTH END OF U.S. ARMY TRANSPORTATION CORPS SIGN,
 MF0390'1 1/2 FEET NORTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 MF0390'THE EAST-WEST ROAD, AND SET IN TOP OF A CONCRETE POST
 MF0390'PROJECTING 3 INCHES.  IN SECTION 3, R-3E, T-33N.
 MF0390
 MF0390                          STATION RECOVERY (1987)
 MF0390
 MF0390'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0390'RECOVERED IN GOOD CONDITION.
 MF0390
 MF0390                          STATION RECOVERY (1997)
 MF0390
 MF0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 MF0390'THE STATION IS LOCATED IN THE NORTHWEST PART OF OTTAWA AT THE
 MF0390'NORTHEAST CORNER OF THE OTTAWA AIRPORT.  TO REACH FROM THE JUNCTION OF
 MF0390'INTERSTATE HIGHWAY 80 AND STATE ROUTE 23 (EXIT 90) AT THE NORTH EDGE
 MF0390'OF OTTAWA, GO NORTH ON ROUTE 23 FOR 0.5 MI (0.8 KM) TO A CROSSROAD.
 MF0390'TURN LEFT, WEST, ON N 31ST ROAD FOR 1.0 MI (1.6 KM) TO A CROSSROAD.
 MF0390'TURN LEFT, SOUTH, ON E 16TH ROAD FOR 1.0 MI (1.6 KM) TO A CROSSROAD, N
 MF0390'30TH ROAD, (JUST AFTER CROSSING OVER INTERSTATE 80) AND THE STATION ON
 MF0390'THE RIGHT IN THE SOUTHWEST ANGLE, 16.3 M (53.5 FT) WEST OF THE CENTER
 MF0390'OF E 16TH ROAD, 11.8 M (38.7 FT) SOUTH OF THE CENTER OF N 30TH ROAD,
 MF0390'AND 1.8 M (5.9 FT) NORTH OF A FIBERGLASS WITNESS POST AT A CONCRETE
 MF0390'RIGHT-OF-WAY MARKER.
 MF0390
 MF0390                          STATION RECOVERY (1997)
 MF0390
 MF0390'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0390'RECOVERED IN GOOD CONDITION.
 MF0390
 MF0390                          STATION RECOVERY (1998)
 MF0390
 MF0390'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0390'RECOVERED IN GOOD CONDITION.
 MF0390
 MF0390                          STATION RECOVERY (2002)
 MF0390
 MF0390'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0390'RECOVERED AS DESCRIBED
 MF0390' 
 MF0390'
 MF0390
 MF0390                          STATION RECOVERY (2002)
 MF0390
 MF0390'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0390'RECOVERED IN GOOD CONDITION.
 MF0390
 MF0390                          STATION RECOVERY (2005)
 MF0390
 MF0390'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF0390'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0838 ***********************************************************************
 MF0838  DESIGNATION -  K 232
 MF0838  PID         -  MF0838
 MF0838  STATE/COUNTY-  IL/LA SALLE
 MF0838  USGS QUAD   -  LA SALLE (1993)
 MF0838
 MF0838                         *CURRENT SURVEY CONTROL
 MF0838  ___________________________________________________________________
 MF0838* NAD 83(1986)-  41 19 37.     (N)    089 06 46.     (W)     SCALED    
 MF0838* NAVD 88     -       143.426  (meters)     470.56   (feet)  ADJUSTED  
 MF0838  ___________________________________________________________________
 MF0838  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0838  DYNAMIC HT  -         143.368 (meters)     470.37  (feet)  COMP
 MF0838  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 MF0838
 MF0838  VERT ORDER  -  FIRST     CLASS II
 MF0838
 MF0838.The horizontal coordinates were scaled from a topographic map and have
 MF0838.an estimated accuracy of +/- 6 seconds.
 MF0838
 MF0838.The orthometric height was determined by differential leveling
 MF0838.and adjusted by the National Geodetic Survey in June 1991..
 MF0838
 MF0838.The geoid height was determined by GEOID03.
 MF0838
 MF0838.The dynamic height is computed by dividing the NAVD 88
 MF0838.geopotential number by the normal gravity value computed on the
 MF0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0838.degrees latitude (g = 980.6199 gals.).
 MF0838
 MF0838.The modeled gravity was interpolated from observed gravity values.
 MF0838
 MF0838;                    North         East    Units  Estimated Accuracy
 MF0838;SPC IL E     -   517,640.      234,750.      MT  (+/- 180 meters Scaled)
 MF0838
 MF0838                          SUPERSEDED SURVEY CONTROL
 MF0838
 MF0838  NGVD 29 (??/??/92)  143.500  (m)          470.80   (f) ADJ UNCH    1 2
 MF0838
 MF0838.Superseded values are not recommended for survey control.
 MF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0838.See file dsdata.txt to determine how the superseded data were derived.
 MF0838
 MF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL231772(NAD 83)
 MF0838_MARKER: DB = BENCH MARK DISK
 MF0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0838_SP_SET: SIDEWALK
 MF0838_STAMPING: K 232 1960
 MF0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0838
 MF0838  HISTORY     - Date     Condition        Report By
 MF0838  HISTORY     - 1960     MONUMENTED       CGS
 MF0838  HISTORY     - 19970716 GOOD             USPSQD
 MF0838  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF0838  HISTORY     - 20020803 POOR             USPSQD
 MF0838
 MF0838                          STATION DESCRIPTION
 MF0838
 MF0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0838'AT PERU.
 MF0838'AT PERU, ABOUT 0.65 MILE EAST ALONG THE CHICAGO, ROCK ISLAND
 MF0838'AND PACIFIC RAILROAD FROM THE POWER PLANT, ABOUT 0.6 MILE WEST
 MF0838'ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE
 MF0838'STATION AT LA SALLE, IN S-16, R-1E, T-33N, IN TOP AND SOUTHWEST
 MF0838'CORNER OF WEST CONCRETE FOUNDATION OF FIRST STEEL PIER NORTH
 MF0838'OF MAIN TRACKS OF STEEL FOOTBRIDGE ACROSS RAILROAD TRACKS, WHICH
 MF0838'FOOTBRIDGE IS A PROLONGATION OF THE EAST SIDEWALK OF PULASKI
 MF0838'STREET, 0.4 MILE EAST OF OVERPASS OF ILLINOIS RIVER ROAD BRIDGE
 MF0838'OVER RAILROAD TRACK, AND 2 1/4 FEET ABOVE LEVEL OF TRACK.
 MF0838
 MF0838                          STATION RECOVERY (1997)
 MF0838
 MF0838'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0838'RECOVERED IN GOOD CONDITION.
 MF0838
 MF0838                          STATION RECOVERY (2001)
 MF0838
 MF0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0838'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0838
 MF0838                          STATION RECOVERY (2002)
 MF0838
 MF0838'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0838'FOUND STATION AND PIN, DISK IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0754 ***********************************************************************
 MF0754  DESIGNATION -  K 233
 MF0754  PID         -  MF0754
 MF0754  STATE/COUNTY-  IL/MARSHALL
 MF0754  USGS QUAD   -  LACON (1972)
 MF0754
 MF0754                         *CURRENT SURVEY CONTROL
 MF0754  ___________________________________________________________________
 MF0754* NAD 83(1986)-  41 00 57.     (N)    089 26 22.     (W)     SCALED    
 MF0754* NAVD 88     -       140.270  (meters)     460.20   (feet)  ADJUSTED  
 MF0754  ___________________________________________________________________
 MF0754  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0754  DYNAMIC HT  -         140.209 (meters)     460.00  (feet)  COMP
 MF0754  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 MF0754
 MF0754  VERT ORDER  -  FIRST     CLASS II
 MF0754
 MF0754.The horizontal coordinates were scaled from a topographic map and have
 MF0754.an estimated accuracy of +/- 6 seconds.
 MF0754
 MF0754.The orthometric height was determined by differential leveling
 MF0754.and adjusted by the National Geodetic Survey in June 1991..
 MF0754
 MF0754.The geoid height was determined by GEOID03.
 MF0754
 MF0754.The dynamic height is computed by dividing the NAVD 88
 MF0754.geopotential number by the normal gravity value computed on the
 MF0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0754.degrees latitude (g = 980.6199 gals.).
 MF0754
 MF0754.The modeled gravity was interpolated from observed gravity values.
 MF0754
 MF0754;                    North         East    Units  Estimated Accuracy
 MF0754;SPC IL W     -   483,040.      761,170.      MT  (+/- 180 meters Scaled)
 MF0754
 MF0754                          SUPERSEDED SURVEY CONTROL
 MF0754
 MF0754  NGVD 29 (??/??/92)  140.339  (m)          460.43   (f) ADJ UNCH    1 2
 MF0754
 MF0754.Superseded values are not recommended for survey control.
 MF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0754.See file dsdata.txt to determine how the superseded data were derived.
 MF0754
 MF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL948433(NAD 83)
 MF0754_MARKER: DB = BENCH MARK DISK
 MF0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0754_SP_SET: CULVERT
 MF0754_STAMPING: K 233 1960
 MF0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0754
 MF0754  HISTORY     - Date     Condition        Report By
 MF0754  HISTORY     - 1960     MONUMENTED       CGS
 MF0754  HISTORY     - 19981108 GOOD             USPSQD
 MF0754
 MF0754                          STATION DESCRIPTION
 MF0754
 MF0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0754'0.8 MI S FROM SPARLAND.
 MF0754'ABOUT 0.8 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0754'RAILROAD FROM THE STATION AT SPARLAND, 0.5 MILE SOUTH OF MILE
 MF0754'POST 135, IN SECTION 23, R 9 E, T 12 N, BETWEEN THE TRACK AND
 MF0754'STATE HIHWAY 29, IN THE TOP OF NORTH END OF EAST HEAD WALL OF A
 MF0754'5-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, 47 1/2 FEET WEST OF
 MF0754'WEST RAIL OF MAIN TRACK, 41 FEET EAST OF CENTER LINE OF HIGHWAY,
 MF0754'ABOUT LEVEL WITH TRACK AND ABOUT 6 FEET BELOW LEVEL OF HIGHWAY.
 MF0754
 MF0754                          STATION RECOVERY (1998)
 MF0754
 MF0754'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1630 ***********************************************************************
 LC1630  DESIGNATION -  K 234 RESET 1980
 LC1630  PID         -  LC1630
 LC1630  STATE/COUNTY-  IL/TAZEWELL
 LC1630  USGS QUAD   -  PEKIN (1996)
 LC1630
 LC1630                         *CURRENT SURVEY CONTROL
 LC1630  ___________________________________________________________________
 LC1630* NAD 83(1986)-  40 36 15.     (N)    089 38 12.     (W)     SCALED    
 LC1630* NAVD 88     -       140.97   (meters)     462.5    (feet)  RESET     
 LC1630  ___________________________________________________________________
 LC1630  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LC1630
 LC1630  VERT ORDER  -  THIRD
 LC1630
 LC1630.The horizontal coordinates were scaled from a topographic map and have
 LC1630.an estimated accuracy of +/- 6 seconds.
 LC1630
 LC1630.The orthometric height was computed from unverified reset data.
 LC1630.No vertical observational check was made to the station.
 LC1630
 LC1630.The geoid height was determined by GEOID03.
 LC1630
 LC1630;                    North         East    Units  Estimated Accuracy
 LC1630;SPC IL W     -   437,210.      744,860.      MT  (+/- 180 meters Scaled)
 LC1630
 LC1630                          SUPERSEDED SURVEY CONTROL
 LC1630
 LC1630  NGVD 29 (03/28/06)  141.07   (m)          462.8    (f) RESET       3  
 LC1630
 LC1630.Superseded values are not recommended for survey control.
 LC1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1630.See file dsdata.txt to determine how the superseded data were derived.
 LC1630
 LC1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK769981(NAD 83)
 LC1630_MARKER: DB = BENCH MARK DISK
 LC1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1630_STAMPING: K 234 RESET 1980
 LC1630_PROJECTION: FLUSH
 LC1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1630+STABILITY: SURFACE MOTION
 LC1630
 LC1630  HISTORY     - Date     Condition        Report By
 LC1630  HISTORY     - 1980     MONUMENTED       ILDT
 LC1630
 LC1630                          STATION DESCRIPTION
 LC1630
 LC1630'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 LC1630'1.55 MI NORTH FROM PEKIN.
 LC1630'1.55 MILES NORTH ALONG STATE HIGHWAY 29 (NORTH 8TH STREET) FROM
 LC1630'THE INTERSECTION OF SHERIDAN ROAD IN PEKIN, AT THE JUNCTION OF STATE
 LC1630'HIGHWAY 98 LEADING EAST, 51 YARDS EAST OF THE CENTERLINE OF HIGHWAY
 LC1630'29 (4 LANE), 82.5 FEET EAST OF EAST RAIL OF A SPUR RAILROAD TRACK
 LC1630'TO MCGRATH COMPANY, 8.0 FEET SOUTH OF SOUTH CURB OF WESTBOUND LANE OF
 LC1630'JUNCTION, 15.0 FEET NORTH OF NORTH CURB OF EASTBOUND LANE OF JUNCTION,
 LC1630'3.8 FEET EAST OF APOWER POLE, 49.5 FEET SOUTHEAST OF A CONCRETE STREET
 LC1630'LIGHT POLE, AND 64.0 FEET NORTHEAST OF A CONCRETE STREET LIGHT POLE,
 LC1630'IN THE GRASS STRIP BETWEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1310 ***********************************************************************
 LC1310  DESIGNATION -  K 235
 LC1310  PID         -  LC1310
 LC1310  STATE/COUNTY-  IL/TAZEWELL
 LC1310  USGS QUAD   -  PEORIA EAST (1996)
 LC1310
 LC1310                         *CURRENT SURVEY CONTROL
 LC1310  ___________________________________________________________________
 LC1310* NAD 83(1997)-  40 37 45.44342(N)    089 37 06.08905(W)     ADJUSTED  
 LC1310* NAVD 88     -       142.940  (meters)     468.96   (feet)  ADJUSTED  
 LC1310  ___________________________________________________________________
 LC1310  X           -      32,289.061 (meters)                     COMP
 LC1310  Y           -  -4,847,474.586 (meters)                     COMP
 LC1310  Z           -   4,131,338.197 (meters)                     COMP
 LC1310  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LC1310  ELLIP HEIGHT-         110.03  (meters)          (09/22/04) GPS OBS
 LC1310  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1310  DYNAMIC HT  -         142.873 (meters)     468.74  (feet)  COMP
 LC1310  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 LC1310
 LC1310  HORZ ORDER  -  FIRST
 LC1310  VERT ORDER  -  FIRST     CLASS II
 LC1310  ELLP ORDER  -  FOURTH    CLASS I
 LC1310
 LC1310.The horizontal coordinates were established by GPS observations
 LC1310.and adjusted by the National Geodetic Survey in November 2002..
 LC1310
 LC1310.The orthometric height was determined by differential leveling
 LC1310.and adjusted by the National Geodetic Survey in June 1991..
 LC1310
 LC1310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1310
 LC1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1310
 LC1310.The ellipsoidal height was determined by GPS observations
 LC1310.and is referenced to NAD 83.
 LC1310
 LC1310.The geoid height was determined by GEOID03.
 LC1310
 LC1310.The dynamic height is computed by dividing the NAVD 88
 LC1310.geopotential number by the normal gravity value computed on the
 LC1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1310.degrees latitude (g = 980.6199 gals.).
 LC1310
 LC1310.The modeled gravity was interpolated from observed gravity values.
 LC1310
 LC1310;                    North         East     Units Scale Factor Converg.
 LC1310;SPC IL W     -   440,004.995   746,386.926   MT  0.99996765   +0 21 25.4
 LC1310;SPC IL W     - 1,443,583.05  2,448,771.11   sFT  0.99996765   +0 21 25.4
 LC1310;UTM  16      - 4,500,902.165   278,551.055   MT  1.00020366   -1 42 20.4
 LC1310
 LC1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1310!SPC IL W     -   0.99998274  x   0.99996765  =   0.99995039
 LC1310!UTM  16      -   0.99998274  x   1.00020366  =   1.00018640
 LC1310
 LC1310                          SUPERSEDED SURVEY CONTROL
 LC1310
 LC1310  NAD 83(1997)-  40 37 45.44322(N)    089 37 06.08925(W) AD(       ) 1
 LC1310  NAVD 88 (03/18/02)  142.94   (m)          469.0    (f) LEVELING    3  
 LC1310  NGVD 29 (??/??/92)  143.041  (m)          469.29   (f) ADJ UNCH    1 2
 LC1310
 LC1310.Superseded values are not recommended for survey control.
 LC1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1310.See file dsdata.txt to determine how the superseded data were derived.
 LC1310
 LC1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7855100902(NAD 83)
 LC1310_MARKER: DB = BENCH MARK DISK
 LC1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1310_SP_SET: CULVERT
 LC1310_STAMPING: K 235 1960
 LC1310_MARK LOGO: CGS   
 LC1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1310+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 LC1310
 LC1310  HISTORY     - Date     Condition        Report By
 LC1310  HISTORY     - 1960     MONUMENTED       CGS
 LC1310  HISTORY     - 1975     GOOD             LOCENG
 LC1310  HISTORY     - 20010501 GOOD             WOOLPT
 LC1310  HISTORY     - 20041021 GOOD             DAILY
 LC1310
 LC1310                          STATION DESCRIPTION
 LC1310
 LC1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1310'2.4 MI SW FROM CREVE COEUR.
 LC1310'ABOUT 1.8 MILES SOUTHWEST ALONG THE PEORIA AND PEKIN UNION RAILWAY
 LC1310'FROM THE FREIGHT STATION AT CREVE COEUR, THENCE ABOUT 0.55 MILE
 LC1310'SOUTH ALONG WESLEY ROAD, ABOUT 0.6 MILE SOUTH OF GRAIN ELEVATORS,
 LC1310'0.2 MILE NORTH OF JUNCTION OF WESLEY ROAD AND STATE HIGHWAY 29,
 LC1310'IN THE TOP OF THE WEST CORNER OF A 4 1/2-FOOT CONCRETE SEWER BOX
 LC1310'WITH 2-FOOT DIAMETER CAST IRON LID, 25 1/2 FEET WEST OF CENTER LINE
 LC1310'OF WESLEY ROAD, 13 1/2 FEET SOUTHWEST OF SOUTH END OF WEST STEEL
 LC1310'PIPE BANISTER OF CONCRETE CULVERT WITH PARTITION FOR A CREEK AND
 LC1310'ABOUT LEVEL WITH ROAD.  NOTE-- MARK CAN BE REACHED FROM PEKIN,
 LC1310'TAZEWELL COUNTY, BY GOING ABOUT 3.35 MILES NORTH AND NORTHEAST
 LC1310'ALONG STATE HIGHWAY 29 (NORTH 8TH STREET) FROM THE INTERSECTION
 LC1310'OF SHERIDAN ROAD IN NORTH PART OF TOWN, THENCE ABOUT 0.2 MILE
 LC1310'NORTH ALONG WESLEY ROAD.
 LC1310
 LC1310                          STATION RECOVERY (1975)
 LC1310
 LC1310'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LC1310'RECOVERED IN GOOD CONDITION.
 LC1310
 LC1310                          STATION RECOVERY (2001)
 LC1310
 LC1310'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (ARL)
 LC1310'RECOVERED AS DESCRIBED.
 LC1310' 
 LC1310' 
 LC1310'
 LC1310
 LC1310                          STATION RECOVERY (2004)
 LC1310
 LC1310'RECOVERY NOTE BY DAILY AND ASSOCIATES, ENGINEERS INC 2004 (DWS)
 LC1310'MARK RECOVERED IN GOOD CONDITION, SETUP OVER THE MARK IS FACILITATED
 LC1310'BY A LONGER LEGGED TRIPOD DUE TO EROSION AROUND THE END OF THE
 LC1310'CONCRETE STRUCTURE WHICH HOLDS THE MARK.  TRUCK TRAFFIC ON THE
 LC1310'ADJACENT ROADWAYS DOES CREATE CONSIDERABLE DUST AND VIBRATION AROUND
 LC1310'THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0751 ***********************************************************************
 MF0751  DESIGNATION -  K 236
 MF0751  PID         -  MF0751
 MF0751  STATE/COUNTY-  IL/LA SALLE
 MF0751  USGS QUAD   -  WENONA (1996)
 MF0751
 MF0751                         *CURRENT SURVEY CONTROL
 MF0751  ___________________________________________________________________
 MF0751* NAD 83(1986)-  41 00 45.     (N)    089 02 40.     (W)     SCALED    
 MF0751* NAVD 88     -       213.483  (meters)     700.40   (feet)  ADJUSTED  
 MF0751  ___________________________________________________________________
 MF0751  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MF0751  DYNAMIC HT  -         213.392 (meters)     700.10  (feet)  COMP
 MF0751  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 MF0751
 MF0751  VERT ORDER  -  FIRST     CLASS I
 MF0751
 MF0751.The horizontal coordinates were scaled from a topographic map and have
 MF0751.an estimated accuracy of +/- 6 seconds.
 MF0751
 MF0751.The orthometric height was determined by differential leveling
 MF0751.and adjusted by the National Geodetic Survey in June 1991..
 MF0751.WARNING-Repeat measurements at this control monument indicate possible
 MF0751.vertical movement.
 MF0751
 MF0751.The geoid height was determined by GEOID03.
 MF0751
 MF0751.The dynamic height is computed by dividing the NAVD 88
 MF0751.geopotential number by the normal gravity value computed on the
 MF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0751.degrees latitude (g = 980.6199 gals.).
 MF0751
 MF0751.The modeled gravity was interpolated from observed gravity values.
 MF0751
 MF0751;                    North         East    Units  Estimated Accuracy
 MF0751;SPC IL E     -   482,670.      240,180.      MT  (+/- 180 meters Scaled)
 MF0751
 MF0751                          SUPERSEDED SURVEY CONTROL
 MF0751
 MF0751  NGVD 29 (??/??/92)  213.532  (m)          700.56   (f) ADJ UNCH    1 1
 MF0751
 MF0751.Superseded values are not recommended for survey control.
 MF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0751.See file dsdata.txt to determine how the superseded data were derived.
 MF0751
 MF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL280421(NAD 83)
 MF0751_MARKER: DB = BENCH MARK DISK
 MF0751_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0751_SP_SET: 19 FEET
 MF0751_STAMPING: K 236 1960
 MF0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0751
 MF0751  HISTORY     - Date     Condition        Report By
 MF0751  HISTORY     - 1960     MONUMENTED       CGS
 MF0751  HISTORY     - 1969     GOOD             NGS
 MF0751  HISTORY     - 19970728 MARK NOT FOUND   USPSQD
 MF0751  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF0751
 MF0751                          STATION DESCRIPTION
 MF0751
 MF0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0751'2.8 MI S FROM WENONA.
 MF0751'ABOUT 2.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0751'THE STATION AT WENONA, 0.25 MILE SOUTH OF MILEPOST 833, 34 1/2
 MF0751'FEET EAST OF THE EAST RAIL, 35 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 MF0751'CORNER OF THE EAST STONE ABUTMENT OF THE RALROAD UNDERPASS FOR
 MF0751'THE ATCHINSON, TOPEKA AND SANTA FE RAILWAY, 58 FEET NORTHWEST OF
 MF0751'THE NORTHWEST LEG OF A METAL TOWER, 2 FEET WEST OF A TELEPHONE
 MF0751'POLE WHICH IS BRACED BY 3 GUY WIRES, 2.0 FEET EAST OF A METAL
 MF0751'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND ON
 MF0751'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 MF0751'OF 19 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 1 INCH
 MF0751'ABOVE THE SURFACE OF THE GROUND.  SEC 6, T29N, R2E
 MF0751
 MF0751                          STATION RECOVERY (1997)
 MF0751
 MF0751'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0751'MARK NOT FOUND.
 MF0751
 MF0751                          STATION RECOVERY (2002)
 MF0751
 MF0751'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1269 ***********************************************************************
 MF1269  DESIGNATION -  K 237 RESET 1979
 MF1269  PID         -  MF1269
 MF1269  STATE/COUNTY-  IL/LA SALLE
 MF1269  USGS QUAD   -  OTTAWA (1994)
 MF1269
 MF1269                         *CURRENT SURVEY CONTROL
 MF1269  ___________________________________________________________________
 MF1269* NAD 83(1986)-  41 20 27.     (N)    088 46 19.     (W)     SCALED    
 MF1269* NAVD 88     -       149.19   (+/-2cm)     489.5    (feet)  VERTCON   
 MF1269  ___________________________________________________________________
 MF1269  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MF1269
 MF1269  VERT ORDER  -  THIRD (See Below)
 MF1269
 MF1269.The horizontal coordinates were scaled from a topographic map and have
 MF1269.an estimated accuracy of +/- 6 seconds.
 MF1269
 MF1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1269.The vertical order pertains to the NGVD 29 superseded value.
 MF1269
 MF1269.The geoid height was determined by GEOID03.
 MF1269
 MF1269;                    North         East    Units  Estimated Accuracy
 MF1269;SPC IL E     -   518,990.      263,290.      MT  (+/- 180 meters Scaled)
 MF1269
 MF1269                          SUPERSEDED SURVEY CONTROL
 MF1269
 MF1269  NGVD 29 (03/28/06)  149.25   (m)          489.7    (f) RESET       3  
 MF1269
 MF1269.Superseded values are not recommended for survey control.
 MF1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1269.See file dsdata.txt to determine how the superseded data were derived.
 MF1269
 MF1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL517781(NAD 83)
 MF1269_MARKER: DB = BENCH MARK DISK
 MF1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1269_STAMPING: K 237 RESET 1979
 MF1269_PROJECTION: FLUSH
 MF1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1269+STABILITY: SURFACE MOTION
 MF1269
 MF1269  HISTORY     - Date     Condition        Report By
 MF1269  HISTORY     - 1979     MONUMENTED       NGS
 MF1269  HISTORY     - 19970815 MARK NOT FOUND   USPSQD
 MF1269  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF1269  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF1269
 MF1269                          STATION DESCRIPTION
 MF1269
 MF1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 MF1269'2.85 MI SE FROM OTTAWA.
 MF1269'2.85 MILES SOUTHEAST ALONG THE BLACKTOP ROAD ALONG THE SOUTH SIDE OF
 MF1269'THE ABANDONED ILLINOIS AND MICHIGAN CANAL FROM THE EAST END OF A FOOT
 MF1269'BRIDGE ACROSS THE FOX RIVER IN OTTAWA, 120 FEET NORTH OF CENTERLINE OF
 MF1269'ROAD, 72 FEET WEST OF THE WEST RAIL OF SPUR LINE OF RAILROAD LINE, 38
 MF1269'FEET WEST OF CENTERLINE OF GRAVEL ROAD, AND 2.5 FEET NORTH OF A POWER
 MF1269'LINE POLE.
 MF1269'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 MF1269'THE MARK IS ABOVE LEVEL WITH WITH GRAVEL ROAD.
 MF1269
 MF1269                          STATION RECOVERY (1997)
 MF1269
 MF1269'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1269'MARK NOT FOUND.
 MF1269
 MF1269                          STATION RECOVERY (2001)
 MF1269
 MF1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1269'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1269
 MF1269                          STATION RECOVERY (2002)
 MF1269
 MF1269'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1257 ***********************************************************************
 LC1257  DESIGNATION -  K 238
 LC1257  PID         -  LC1257
 LC1257  STATE/COUNTY-  IL/TAZEWELL
 LC1257  USGS QUAD   -  MANITO (1977)
 LC1257
 LC1257                         *CURRENT SURVEY CONTROL
 LC1257  ___________________________________________________________________
 LC1257* NAD 83(1986)-  40 29 33.     (N)    089 46 39.     (W)     SCALED    
 LC1257* NAVD 88     -       151.440  (meters)     496.85   (feet)  ADJUSTED  
 LC1257  ___________________________________________________________________
 LC1257  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LC1257  DYNAMIC HT  -         151.368 (meters)     496.61  (feet)  COMP
 LC1257  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 LC1257
 LC1257  VERT ORDER  -  FIRST     CLASS II
 LC1257
 LC1257.This mark is at Manito Mitchell Airport (C45)
 LC1257
 LC1257.The horizontal coordinates were scaled from a topographic map and have
 LC1257.an estimated accuracy of +/- 6 seconds.
 LC1257
 LC1257.The orthometric height was determined by differential leveling
 LC1257.and adjusted by the National Geodetic Survey in June 1991..
 LC1257
 LC1257.The geoid height was determined by GEOID03.
 LC1257
 LC1257.The dynamic height is computed by dividing the NAVD 88
 LC1257.geopotential number by the normal gravity value computed on the
 LC1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1257.degrees latitude (g = 980.6199 gals.).
 LC1257
 LC1257.The modeled gravity was interpolated from observed gravity values.
 LC1257
 LC1257;                    North         East    Units  Estimated Accuracy
 LC1257;SPC IL W     -   424,740.      732,990.      MT  (+/- 180 meters Scaled)
 LC1257
 LC1257                          SUPERSEDED SURVEY CONTROL
 LC1257
 LC1257  NGVD 29 (??/??/92)  151.542  (m)          497.18   (f) ADJ UNCH    1 2
 LC1257
 LC1257.Superseded values are not recommended for survey control.
 LC1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1257.See file dsdata.txt to determine how the superseded data were derived.
 LC1257
 LC1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK646861(NAD 83)
 LC1257_MARKER: DB = BENCH MARK DISK
 LC1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1257_STAMPING: K 238 1961
 LC1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1257+STABILITY: SURFACE MOTION
 LC1257
 LC1257  HISTORY     - Date     Condition        Report By
 LC1257  HISTORY     - 1961     MONUMENTED       CGS
 LC1257
 LC1257                          STATION DESCRIPTION
 LC1257
 LC1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1257'5 MI N FROM MANITO.
 LC1257'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE CHICAGO AND ILLINOIS
 LC1257'MIDLAND RAILWAY STATION AT MANITO, THENCE 4.65 MILES NORTH ALONG A
 LC1257'BLACK TOP ROAD, THENCE 0.3 MILE EAST ALONG A GRAVEL ROAD, AT THE
 LC1257'WADDELL AIRPORT, 141.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LC1257'OF THE CONCRETE BASE OF GAS PUMP, 4 FEET WEST OF THE SOUTHEAST
 LC1257'CORNER OF A HANGAR, 66 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 LC1257'NORTHWEST-SOUTHEAST RUNWAY, 385 FEET SOUTHWEST OF BENCH MARK J 238,
 LC1257'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 LC1257'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0264 ***********************************************************************
 LD0264  DESIGNATION -  K 239
 LD0264  PID         -  LD0264
 LD0264  STATE/COUNTY-  IL/MASON
 LD0264  USGS QUAD   -  HAVANA (1947)
 LD0264
 LD0264                         *CURRENT SURVEY CONTROL
 LD0264  ___________________________________________________________________
 LD0264* NAD 83(1986)-  40 17 56.     (N)    090 03 48.     (W)     SCALED    
 LD0264* NAVD 88     -       144.192  (meters)     473.07   (feet)  ADJUSTED  
 LD0264  ___________________________________________________________________
 LD0264  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0264  DYNAMIC HT  -         144.121 (meters)     472.84  (feet)  COMP
 LD0264  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 LD0264
 LD0264  VERT ORDER  -  FIRST     CLASS II
 LD0264
 LD0264.The horizontal coordinates were scaled from a topographic map and have
 LD0264.an estimated accuracy of +/- 6 seconds.
 LD0264
 LD0264.The orthometric height was determined by differential leveling
 LD0264.and adjusted by the National Geodetic Survey in June 1991..
 LD0264
 LD0264.The geoid height was determined by GEOID03.
 LD0264
 LD0264.The dynamic height is computed by dividing the NAVD 88
 LD0264.geopotential number by the normal gravity value computed on the
 LD0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0264.degrees latitude (g = 980.6199 gals.).
 LD0264
 LD0264.The modeled gravity was interpolated from observed gravity values.
 LD0264
 LD0264;                    North         East    Units  Estimated Accuracy
 LD0264;SPC IL W     -   403,180.      708,790.      MT  (+/- 180 meters Scaled)
 LD0264
 LD0264                          SUPERSEDED SURVEY CONTROL
 LD0264
 LD0264  NGVD 29 (??/??/92)  144.287  (m)          473.38   (f) ADJ UNCH    1 2
 LD0264
 LD0264.Superseded values are not recommended for survey control.
 LD0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0264.See file dsdata.txt to determine how the superseded data were derived.
 LD0264
 LD0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE495650(NAD 83)
 LD0264_MARKER: DB = BENCH MARK DISK
 LD0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0264_SP_SET: BUILDING
 LD0264_STAMPING: K 239 1961
 LD0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0264
 LD0264  HISTORY     - Date     Condition        Report By
 LD0264  HISTORY     - 1961     MONUMENTED       CGS
 LD0264
 LD0264                          STATION DESCRIPTION
 LD0264
 LD0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0264'AT HAVANA.
 LD0264'AT HAVANA, AT THE POST OFFICE BUILDING, SET VERTICALLY IN THE
 LD0264'SOUTH FACE AND NEAR THE SOUTHEAST CORNER OF THE BUILDING, 25.8
 LD0264'FEET WEST OF THE WEST CURB OF ORANGE STREET, 28 FEET NORTH OF THE
 LD0264'NORTH CURB OF ADAMS STREET, 1.2 FEET WEST OF THE SOUTHEAST CORNER
 LD0264'OF THE BUILDING AND 1.5 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1798 ***********************************************************************
 LB1798  DESIGNATION -  K 24
 LB1798  PID         -  LB1798
 LB1798  STATE/COUNTY-  IL/VERMILION
 LB1798  USGS QUAD   -  ROYAL (1968)
 LB1798
 LB1798                         *CURRENT SURVEY CONTROL
 LB1798  ___________________________________________________________________
 LB1798* NAD 83(1986)-  40 14 42.     (N)    087 53 27.     (W)     SCALED    
 LB1798* NAVD 88     -       228.110  (meters)     748.39   (feet)  ADJUSTED  
 LB1798  ___________________________________________________________________
 LB1798  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LB1798  DYNAMIC HT  -         227.998 (meters)     748.02  (feet)  COMP
 LB1798  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 LB1798
 LB1798  VERT ORDER  -  SECOND    CLASS 0
 LB1798
 LB1798.The horizontal coordinates were scaled from a topographic map and have
 LB1798.an estimated accuracy of +/- 6 seconds.
 LB1798
 LB1798.The orthometric height was determined by differential leveling
 LB1798.and adjusted by the National Geodetic Survey in June 1991..
 LB1798
 LB1798.The geoid height was determined by GEOID03.
 LB1798
 LB1798.The dynamic height is computed by dividing the NAVD 88
 LB1798.geopotential number by the normal gravity value computed on the
 LB1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1798.degrees latitude (g = 980.6199 gals.).
 LB1798
 LB1798.The modeled gravity was interpolated from observed gravity values.
 LB1798
 LB1798;                    North         East    Units  Estimated Accuracy
 LB1798;SPC IL E     -   397,300.      337,650.      MT  (+/- 180 meters Scaled)
 LB1798
 LB1798                          SUPERSEDED SURVEY CONTROL
 LB1798
 LB1798  NGVD 29 (??/??/92)  228.162  (m)          748.56   (f) ADJ UNCH    2 0
 LB1798
 LB1798.Superseded values are not recommended for survey control.
 LB1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1798.See file dsdata.txt to determine how the superseded data were derived.
 LB1798
 LB1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK242553(NAD 83)
 LB1798_MARKER: DB = BENCH MARK DISK
 LB1798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1798_SP_SET: CULVERT
 LB1798_STAMPING: K 24 1935
 LB1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1798
 LB1798  HISTORY     - Date     Condition        Report By
 LB1798  HISTORY     - 1935     MONUMENTED       CGS
 LB1798  HISTORY     - 1954     GOOD             NGS
 LB1798  HISTORY     - 1979     MARK NOT FOUND   USGS
 LB1798
 LB1798                          STATION DESCRIPTION
 LB1798
 LB1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1798'12.7 MI NE FROM OGDEN.
 LB1798'ABOUT 3.05 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE JUNCTION
 LB1798'OF STATE HIGHWAY 49 LEADING SOUTH AT OGDEN, THENCE ABOUT 9.65
 LB1798'MILES NORTH ALONG STATE HIGHWAY 49, ABOUT 15.15 MILES SOUTH
 LB1798'ALONG HIGHWAY 49 FROM THE CROSSING OF THE NEW YORK, CHICAGO AND
 LB1798'ST. LOUIS RAILROAD AT RANKIN, ABOUT 1.65 MILES SOUTH OF A
 LB1798'CROSSROAD (LEADING WEST TO GERALD), ABOUT 0.35 MILE NORTH OF A
 LB1798'CROSSROAD, IN THE TOP AND 5.4 FEET SOUTH OF NORTH END OF EAST
 LB1798'HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT, 18 1/2 FEET EAST
 LB1798'OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF
 LB1798'HIGHWAY.
 LB1798
 LB1798                          STATION RECOVERY (1979)
 LB1798
 LB1798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LB1798'TOP OF HEADWALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0770 ***********************************************************************
 NG0770  DESIGNATION -  K 24
 NG0770  PID         -  NG0770
 NG0770  STATE/COUNTY-  IL/COOK
 NG0770  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0770
 NG0770                         *CURRENT SURVEY CONTROL
 NG0770  ___________________________________________________________________
 NG0770* NAD 83(1997)-  42 00 26.51325(N)    087 55 25.96868(W)     ADJUSTED  
 NG0770* NAVD 88     -       198.99   (+/-2cm)     652.9    (feet)  VERTCON   
 NG0770  ___________________________________________________________________
 NG0770  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 NG0770  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NG0770
 NG0770  HORZ ORDER  -  SECOND
 NG0770  VERT ORDER  -  THIRD ? (See Below)
 NG0770
 NG0770.This mark is at Chicago O'hare Intl Airport (ORD)
 NG0770
 NG0770.The horizontal coordinates were established by classical geodetic methods
 NG0770.and adjusted by the National Geodetic Survey in October 1999..
 NG0770
 NG0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0770.The vertical order pertains to the NGVD 29 superseded value.
 NG0770
 NG0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0770
 NG0770.The geoid height was determined by GEOID03.
 NG0770
 NG0770;                    North         East     Units Scale Factor Converg.
 NG0770;SPC IL E     -   593,001.730   333,918.776   MT  0.99998915   +0 16 26.5
 NG0770;SPC IL E     - 1,945,539.84  1,095,531.85   sFT  0.99998915   +0 16 26.5
 NG0770;UTM  16      - 4,651,006.736   423,494.911   MT  0.99967202   -0 37 05.9
 NG0770
 NG0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0770!SPC IL E     -   0.99997406  x   0.99998915  =   0.99996321
 NG0770!UTM  16      -   0.99997406  x   0.99967202  =   0.99964609
 NG0770
 NG0770:                Primary Azimuth Mark                     Grid Az
 NG0770:SPC IL E     -  AIRPORT BM K 23 COC                      110 01 34.6
 NG0770:UTM  16      -  AIRPORT BM K 23 COC                      110 55 07.0
 NG0770
 NG0770|---------------------------------------------------------------------|
 NG0770| PID    Reference Object                     Distance      Geod. Az  |
 NG0770|                                                           dddmmss.s |
 NG0770| NG0560 AIRPORT BM K 23 COC                 APPROX. 0.8 KM 1101801.1 |
 NG0770| ME3169 O HARE CHICAGO INTL APT TANK        APPROX. 3.5 KM 1223944.6 |
 NG0770| NG0769 B 8                                 138.091 METERS 33700     |
 NG0770|---------------------------------------------------------------------|
 NG0770
 NG0770                          SUPERSEDED SURVEY CONTROL
 NG0770
 NG0770  NAD 83(1997)-  42 00 26.51332(N)    087 55 25.96927(W) AD(       ) 2
 NG0770  NAD 83(1997)-  42 00 26.51308(N)    087 55 25.98443(W) AD(       ) 2
 NG0770  NAD 83(1986)-  42 00 26.51488(N)    087 55 25.98405(W) AD(       ) 2
 NG0770  NGVD 29 (08/23/90)  199.08   (m)          653.1    (f) LEVELING    3  
 NG0770
 NG0770.Superseded values are not recommended for survey control.
 NG0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0770.See file dsdata.txt to determine how the superseded data were derived.
 NG0770
 NG0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2349551007(NAD 83)
 NG0770_MARKER: DB = BENCH MARK DISK
 NG0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NG0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0770+STABILITY: SURFACE MOTION
 NG0770
 NG0770  HISTORY     - Date     Condition        Report By
 NG0770  HISTORY     - 1983     MONUMENTED       IL1670
 NG0770
 NG0770                          STATION DESCRIPTION
 NG0770
 NG0770'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 NG0770'THE STATION IS LOCATED WEST OF MT. PROSPECT ROAD, BETWEEN TOUGHY
 NG0770'ROAD AND HIGGINS ROAD, IN A SECURITY FENCED AREA AND ON CHICAGO
 NG0770'O HARE INTERNATIONAL AIRPORT PROPERTY.  THE FENCED AREA IS LOCKED
 NG0770'AND AIRPORT SECURITY MUST BE CONTACTED FOR ENTRY.
 NG0770'
 NG0770'TO REACH THE STATION SEE ABOVE PARAGRAPH.
 NG0770'
 NG0770'THE STATION IS A STANDARD COC DISK STAMPED---K-24---SET INTO A 30
 NG0770'CM (12 INCH) CONCRETE MONUMENT WHICH IS SURROUNDED BY A TRIANGULAR
 NG0770'SHAPED GUARDRAIL.  IT IS ABOUT 122 M (400 FT) SOUTH AND 46 M (150
 NG0770'FT) WEST OF THE INTERSECTION OF TOUGHY ROAD AND MT. PROSPECT ROAD,
 NG0770'29.3 M (96.0 FT) WEST-SOUTHWEST OF AN IRON POST WITH CHISELED X AND
 NG0770'28.3 M (93.0 FT) WEST-NORTHWEST OF AN IRON POST WITH CHISELED X.
 NG0770'
 NG0770'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1799 ***********************************************************************
 LB1799  DESIGNATION -  K 24 RESET 1970
 LB1799  PID         -  LB1799
 LB1799  STATE/COUNTY-  IL/VERMILION
 LB1799  USGS QUAD   -  ROYAL (1968)
 LB1799
 LB1799                         *CURRENT SURVEY CONTROL
 LB1799  ___________________________________________________________________
 LB1799* NAD 83(1986)-  40 14 42.     (N)    087 53 26.     (W)     SCALED    
 LB1799* NAVD 88     -       227.50   (meters)     746.4    (feet)  RESET     
 LB1799  ___________________________________________________________________
 LB1799  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LB1799
 LB1799  VERT ORDER  -  THIRD
 LB1799
 LB1799.The horizontal coordinates were scaled from a topographic map and have
 LB1799.an estimated accuracy of +/- 6 seconds.
 LB1799
 LB1799.The orthometric height was computed from unverified reset data.
 LB1799
 LB1799.The geoid height was determined by GEOID03.
 LB1799
 LB1799;                    North         East    Units  Estimated Accuracy
 LB1799;SPC IL E     -   397,300.      337,670.      MT  (+/- 180 meters Scaled)
 LB1799
 LB1799                          SUPERSEDED SURVEY CONTROL
 LB1799
 LB1799.No superseded survey control is available for this station.
 LB1799
 LB1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK242553(NAD 83)
 LB1799_MARKER: DB = BENCH MARK DISK
 LB1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1799_STAMPING: K 24 RESET 1970
 LB1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1799+STABILITY: SURFACE MOTION
 LB1799
 LB1799  HISTORY     - Date     Condition        Report By
 LB1799  HISTORY     - 1970     MONUMENTED       NGS
 LB1799
 LB1799                          STATION DESCRIPTION
 LB1799
 LB1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1799'10 MI NE FROM OGDEN.
 LB1799'3.05 MILES EAST ALONG INTERSTATE HIGHWAY 74 FROM OGDEN, THENCE
 LB1799'NORTH ALONG STATE HIGHWAY 49 FOR 9.0 MILES TO THE MARK ON THE
 LB1799'LEFT, 54 FEET WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT
 LB1799'NORTHEAST OF A METAL WITNESS POST, 7 FEET SOUTH OF A CONCRETE
 LB1799'RIGHT-OF-WAY POST, 4 FEET SOUTHEAST OF A POWER POLE, 87 FEET
 LB1799'NORTHWEST OF THE NORTH END OF CONCRETE HEADWALL, SET IN THE
 LB1799'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0050 ***********************************************************************
 KC0050  DESIGNATION -  K 240
 KC0050  PID         -  KC0050
 KC0050  STATE/COUNTY-  IL/CASS
 KC0050  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0050
 KC0050                         *CURRENT SURVEY CONTROL
 KC0050  ___________________________________________________________________
 KC0050* NAD 83(1986)-  39 59 26.     (N)    090 24 02.     (W)     SCALED    
 KC0050* NAVD 88     -       138.015  (meters)     452.80   (feet)  ADJUSTED  
 KC0050  ___________________________________________________________________
 KC0050  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KC0050  DYNAMIC HT  -         137.942 (meters)     452.56  (feet)  COMP
 KC0050  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 KC0050
 KC0050  VERT ORDER  -  FIRST     CLASS II
 KC0050
 KC0050.The horizontal coordinates were scaled from a topographic map and have
 KC0050.an estimated accuracy of +/- 6 seconds.
 KC0050
 KC0050.The orthometric height was determined by differential leveling
 KC0050.and adjusted by the National Geodetic Survey in June 1991..
 KC0050
 KC0050.The geoid height was determined by GEOID03.
 KC0050
 KC0050.The dynamic height is computed by dividing the NAVD 88
 KC0050.geopotential number by the normal gravity value computed on the
 KC0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0050.degrees latitude (g = 980.6199 gals.).
 KC0050
 KC0050.The modeled gravity was interpolated from observed gravity values.
 KC0050
 KC0050;                    North         East    Units  Estimated Accuracy
 KC0050;SPC IL W     -   368,970.      680,030.      MT  (+/- 180 meters Scaled)
 KC0050
 KC0050                          SUPERSEDED SURVEY CONTROL
 KC0050
 KC0050  NGVD 29 (??/??/92)  138.129  (m)          453.18   (f) ADJ UNCH    1 2
 KC0050
 KC0050.Superseded values are not recommended for survey control.
 KC0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0050.See file dsdata.txt to determine how the superseded data were derived.
 KC0050
 KC0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE219299(NAD 83)
 KC0050_MARKER: DB = BENCH MARK DISK
 KC0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0050_STAMPING: K 240 1961
 KC0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0050+STABILITY: SURFACE MOTION
 KC0050
 KC0050  HISTORY     - Date     Condition        Report By
 KC0050  HISTORY     - 1961     MONUMENTED       CGS
 KC0050  HISTORY     - 1979     MARK NOT FOUND   USGS
 KC0050
 KC0050                          STATION DESCRIPTION
 KC0050
 KC0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0050'2.8 MI SE FROM BEARDSTOWN.
 KC0050'ABOUT 1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 67 FROM ITS JUNCTION
 KC0050'WITH STATE HIGHWAY 100 AT BEARDSTOWN, THENCE 1.05 MILES SOUTH
 KC0050'ALONG A BLACK TOP ROAD, NEAR THE SOUTHEAST CORNER OF THE
 KC0050'NORTH-SOUTH RUNWAY OF THE HOOD AIRPORT, 169.5 FEET SOUTH OF THE
 KC0050'SOUTHWEST CORNER OF THE HANGAR, 12 FEET NORTH OF THE CENTER LINE
 KC0050'OF A DIM TRAIL, 1.5 FEET SOUTH OF A METAL WITNESS POST, SET IN
 KC0050'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 KC0050'OF THE GROUND.
 KC0050
 KC0050                          STATION RECOVERY (1979)
 KC0050
 KC0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KC0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0581 ***********************************************************************
 JC0581  DESIGNATION -  K 241
 JC0581  PID         -  JC0581
 JC0581  STATE/COUNTY-  IL/JERSEY
 JC0581  USGS QUAD   -  BRUSSELS (1990)
 JC0581
 JC0581                         *CURRENT SURVEY CONTROL
 JC0581  ___________________________________________________________________
 JC0581* NAD 83(1986)-  38 59 26.     (N)    090 32 31.     (W)     SCALED    
 JC0581* NAVD 88     -       135.187  (meters)     443.53   (feet)  ADJUSTED  
 JC0581  ___________________________________________________________________
 JC0581  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JC0581  DYNAMIC HT  -         135.102 (meters)     443.25  (feet)  COMP
 JC0581  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 JC0581
 JC0581  VERT ORDER  -  FIRST     CLASS II
 JC0581
 JC0581.The horizontal coordinates were scaled from a topographic map and have
 JC0581.an estimated accuracy of +/- 6 seconds.
 JC0581
 JC0581.The orthometric height was determined by differential leveling
 JC0581.and adjusted by the National Geodetic Survey in June 1991..
 JC0581
 JC0581.The geoid height was determined by GEOID03.
 JC0581
 JC0581.The dynamic height is computed by dividing the NAVD 88
 JC0581.geopotential number by the normal gravity value computed on the
 JC0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0581.degrees latitude (g = 980.6199 gals.).
 JC0581
 JC0581.The modeled gravity was interpolated from observed gravity values.
 JC0581
 JC0581;                    North         East    Units  Estimated Accuracy
 JC0581;SPC IL W     -   257,990.      667,490.      MT  (+/- 180 meters Scaled)
 JC0581
 JC0581                          SUPERSEDED SURVEY CONTROL
 JC0581
 JC0581  NGVD 29 (??/??/92)  135.295  (m)          443.88   (f) ADJ UNCH    1 2
 JC0581
 JC0581.Superseded values are not recommended for survey control.
 JC0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0581.See file dsdata.txt to determine how the superseded data were derived.
 JC0581
 JC0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD128186(NAD 83)
 JC0581_MARKER: DB = BENCH MARK DISK
 JC0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0581_SP_SET: BRIDGE
 JC0581_STAMPING: K 241 1961
 JC0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0581
 JC0581  HISTORY     - Date     Condition        Report By
 JC0581  HISTORY     - 1961     MONUMENTED       CGS
 JC0581  HISTORY     - 19990306 GOOD             USPSQD
 JC0581  HISTORY     - 20010331 GOOD             NGS
 JC0581  HISTORY     - 20010331 GOOD             NGS
 JC0581
 JC0581                          STATION DESCRIPTION
 JC0581
 JC0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JC0581'7.4 MI NW FROM GRAFTON.
 JC0581'ABOUT 7.4 MILES NORTHWEST ALONG STATE HIGHWAY 100 FROM THE
 JC0581'GRAFTON SCHOOL, SECTION S 4 T 6 N R 13 W, AT THE INSIDE OF A
 JC0581'CURVE, SET ON TOP OF THE SOUTHWEST CORNER OF THE CONCRETE FLOOR
 JC0581'OF A 30 FOOT CONCRETE BRIDGE WITH ROCK HEADWALL OVER A SMALL
 JC0581'STREAM, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 JC0581'NORTHEAST OF THE SOUTHEAST CORNER OF THE ROCK HEADWALL, 0.5
 JC0581'FOOT NORTH OF THE SOUTH EDGE OF THE BRIDGE FLOOR AND IS COVERED
 JC0581'BY 1 FOOT OF DIRT AND 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JC0581
 JC0581                          STATION RECOVERY (1999)
 JC0581
 JC0581'RECOVERY NOTE BY US POWER SQUADRON 1999
 JC0581'RECOVERED IN GOOD CONDITION.
 JC0581
 JC0581                          STATION RECOVERY (2001)
 JC0581
 JC0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0581'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JC0581
 JC0581                          STATION RECOVERY (2001)
 JC0581
 JC0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JC0581'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0143 ***********************************************************************
 KC0143  DESIGNATION -  K 242
 KC0143  PID         -  KC0143
 KC0143  STATE/COUNTY-  IL/GREENE
 KC0143  USGS QUAD   -  HARDIN (1978)
 KC0143
 KC0143                         *CURRENT SURVEY CONTROL
 KC0143  ___________________________________________________________________
 KC0143* NAD 83(1986)-  39 14 48.     (N)    090 33 19.     (W)     SCALED    
 KC0143* NAVD 88     -       138.754  (meters)     455.23   (feet)  ADJUSTED  
 KC0143  ___________________________________________________________________
 KC0143  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KC0143  DYNAMIC HT  -         138.674 (meters)     454.97  (feet)  COMP
 KC0143  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 KC0143
 KC0143  VERT ORDER  -  FIRST     CLASS II
 KC0143
 KC0143.The horizontal coordinates were scaled from a topographic map and have
 KC0143.an estimated accuracy of +/- 6 seconds.
 KC0143
 KC0143.The orthometric height was determined by differential leveling
 KC0143.and adjusted by the National Geodetic Survey in June 1991..
 KC0143
 KC0143.The geoid height was determined by GEOID03.
 KC0143
 KC0143.The dynamic height is computed by dividing the NAVD 88
 KC0143.geopotential number by the normal gravity value computed on the
 KC0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0143.degrees latitude (g = 980.6199 gals.).
 KC0143
 KC0143.The modeled gravity was interpolated from observed gravity values.
 KC0143
 KC0143;                    North         East    Units  Estimated Accuracy
 KC0143;SPC IL W     -   286,420.      666,460.      MT  (+/- 180 meters Scaled)
 KC0143
 KC0143                          SUPERSEDED SURVEY CONTROL
 KC0143
 KC0143  NGVD 29 (??/??/92)  138.866  (m)          455.60   (f) ADJ UNCH    1 2
 KC0143
 KC0143.Superseded values are not recommended for survey control.
 KC0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0143.See file dsdata.txt to determine how the superseded data were derived.
 KC0143
 KC0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD109469(NAD 83)
 KC0143_MARKER: DB = BENCH MARK DISK
 KC0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0143_SP_SET: CULVERT
 KC0143_STAMPING: K 242 1961
 KC0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0143
 KC0143  HISTORY     - Date     Condition        Report By
 KC0143  HISTORY     - 1961     MONUMENTED       CGS
 KC0143
 KC0143                          STATION DESCRIPTION
 KC0143
 KC0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0143'3 MI S FROM ELDRED.
 KC0143'ABOUT 2.95 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0143'OF STATE HIGHWAY 108 AT ELDRED, 0.7 MILE SOUTH OF A BRIDGE OVER
 KC0143'COLE CREEK, 0.7 MILE NORTH OF A CEMETERY ON THE EAST SIDE OF
 KC0143'THE ROAD, SECTION S 9 T 9 N R 13 W, SET ON TOP OF THE NORTH END
 KC0143'OF THE EAST HEADWALL OF AN 8 FOOT CONCRETE BOX CULVERT UNDER THE
 KC0143'ROAD, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.5 FOOT SOUTH
 KC0143'OF THE NORTH END OF THE HEADWALL AND 1 FOOT BELOW THE LEVEL
 KC0143'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0163 ***********************************************************************
 KC0163  CBN         -  This is a Cooperative Base Network Control Station.
 KC0163  DESIGNATION -  K 243
 KC0163  PID         -  KC0163
 KC0163  STATE/COUNTY-  IL/GREENE
 KC0163  USGS QUAD   -  PEARL EAST (1980)
 KC0163
 KC0163                         *CURRENT SURVEY CONTROL
 KC0163  ___________________________________________________________________
 KC0163* NAD 83(1997)-  39 24 44.71532(N)    090 33 39.18609(W)     ADJUSTED  
 KC0163* NAVD 88     -       133.641  (meters)     438.45   (feet)  ADJUSTED  
 KC0163  ___________________________________________________________________
 KC0163  X           -     -48,304.123 (meters)                     COMP
 KC0163  Y           -  -4,934,226.875 (meters)                     COMP
 KC0163  Z           -   4,027,860.336 (meters)                     COMP
 KC0163  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KC0163  ELLIP HEIGHT-         101.36  (meters)          (10/15/04) GPS OBS
 KC0163  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KC0163  DYNAMIC HT  -         133.564 (meters)     438.20  (feet)  COMP
 KC0163  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 KC0163
 KC0163  HORZ ORDER  -  B
 KC0163  VERT ORDER  -  FIRST     CLASS II
 KC0163  ELLP ORDER  -  FOURTH    CLASS II
 KC0163
 KC0163.The horizontal coordinates were established by GPS observations
 KC0163.and adjusted by the National Geodetic Survey in July 1998..
 KC0163
 KC0163.The orthometric height was determined by differential leveling
 KC0163.and adjusted by the National Geodetic Survey in June 1991..
 KC0163
 KC0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0163
 KC0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0163
 KC0163.The ellipsoidal height was determined by GPS observations
 KC0163.and is referenced to NAD 83.
 KC0163
 KC0163.The geoid height was determined by GEOID03.
 KC0163
 KC0163.The dynamic height is computed by dividing the NAVD 88
 KC0163.geopotential number by the normal gravity value computed on the
 KC0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0163.degrees latitude (g = 980.6199 gals.).
 KC0163
 KC0163.The modeled gravity was interpolated from observed gravity values.
 KC0163
 KC0163;                    North         East     Units Scale Factor Converg.
 KC0163;SPC IL W     -   304,827.472   666,051.361   MT  0.99995536   -0 15 01.0
 KC0163;SPC IL W     - 1,000,088.13  2,185,203.51   sFT  0.99995536   -0 15 01.0
 KC0163;UTM  15      - 4,365,383.725   709,988.073   MT  1.00014294   +1 32 57.0
 KC0163
 KC0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0163!SPC IL W     -   0.99998410  x   0.99995536  =   0.99993946
 KC0163!UTM  15      -   0.99998410  x   1.00014294  =   1.00012704
 KC0163
 KC0163                          SUPERSEDED SURVEY CONTROL
 KC0163
 KC0163  ELLIP H (07/17/98)  101.42   (m)                       GP(       ) 4 1
 KC0163  NAVD 88 (07/17/98)  133.64   (m)          438.5    (f) LEVELING    3  
 KC0163  NGVD 29 (??/??/92)  133.766  (m)          438.86   (f) ADJ UNCH    1 2
 KC0163
 KC0163.Superseded values are not recommended for survey control.
 KC0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0163.See file dsdata.txt to determine how the superseded data were derived.
 KC0163
 KC0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD0998865384(NAD 83)
 KC0163_MARKER: DB = BENCH MARK DISK
 KC0163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KC0163_SP_SET: GUARDRAIL OF BRIDGE
 KC0163_STAMPING: K 243 1961
 KC0163_MARK LOGO: CGS   
 KC0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0163+STABILITY: SURFACE MOTION
 KC0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0163+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 KC0163
 KC0163  HISTORY     - Date     Condition        Report By
 KC0163  HISTORY     - 1961     MONUMENTED       CGS
 KC0163  HISTORY     - 1981     GOOD             AEROS
 KC0163  HISTORY     - 19970501 GOOD             NGS
 KC0163  HISTORY     - 19980715 GOOD             NGS
 KC0163
 KC0163                          STATION DESCRIPTION
 KC0163
 KC0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0163'3.2 MI S FROM HILLVIEW.
 KC0163'ABOUT 3.15 MILES SOUTH ALONG A BLACK TOP AND GRADED ROAD FROM
 KC0163'THE POST OFFICE AT HILLVIEW, AT GARRISON HOLLOW, ABOUT 105 YARDS
 KC0163'WEST OF THE CENTER LINE OF THE PRESENT ROAD, ON TOP OF THE SOUTH
 KC0163'END OF THE EAST CONCRETE GUARD RAIL OF A 30-FOOT LONG BRIDGE OVER
 KC0163'A SMALL STREAM, (ROAD NOT BUILT THIS DATE), 20 FEET EAST OF THE
 KC0163'CENTER LINE OF THE BRIDGE, 0.3 FOOT NORTH OF THE SOUTH END OF THE
 KC0163'GUARDRAIL AND 1/2 FOOT ABOVE THE BRIDGE FLOOR.
 KC0163
 KC0163                          STATION RECOVERY (1981)
 KC0163
 KC0163'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 KC0163'RECOVERED IN GOOD CONDITION.
 KC0163
 KC0163                          STATION RECOVERY (1997)
 KC0163
 KC0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KC0163'THE STATION IS LOCATED ABOUT 45 KM (27.95 MI) SOUTHWEST OF
 KC0163'JACKSONVILLE, 5.3 KM (3.30 MI) SOUTH-SOUTHWEST OF HILLVIEW, IL, JUST
 KC0163'NORTH OF AND NEAR THE JUNCTION OF COUNTY ROADS (315 E) AND (2050 N),
 KC0163'NEAR THE MOUTH OF GARRISON HOLLOW, SET IN TOP OF AND NEAR THE
 KC0163'SOUTHEAST END OF A 30-FOOT LONG CONCRETE CURB/GUARDRAIL OF A BRIDGE.
 KC0163'OWNERSHIP--STATE OF ILLINOIS.  NOTE--THIS STATION IS A FBN/CBN STATION
 KC0163'AND B.M. TIE.  TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS
 KC0163'400E AND 2360N NEAR THE NORTHWEST EDGE OF HILLVIEW, GO SOUTH-SOUTHWEST
 KC0163'5.3 KM (3.30 MI) ALONG ROAD 743 TO THE BRIDGE (NUMBER 031-0007) AND
 KC0163'THE STATION ON THE LEFT, NEAR THE SOUTHEAST END. STATION IS 24.2 M
 KC0163'(79.4 FT) NORTH OF THE 2050 N ROAD CENTER, 16.6 M (54.5 FT) SOUTH OF A
 KC0163'DRIVEWAY ENTRANCE CENTER, 6.3 M (20.7 FT) EAST OF THE 315 E ROAD
 KC0163'CENTER, 0.2 M (0.7 FT) NORTH OF A METAL FENCE POST WITH REFLECTOR, 0.1
 KC0163'M (0.3 FT) NORTH OF THE CURB/GUARDRAILS SOUTH END, AND THE STATION IS
 KC0163'ABOUT 0.2 M (0.7 FT) ABOVE THE ROAD LEVEL AND FLUSH WITH THE CURB TOP.
 KC0163'BY R.G. HAYES
 KC0163
 KC0163                          STATION RECOVERY (1998)
 KC0163
 KC0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GW)
 KC0163'RECOVERED AS DESCRIBED
 KC0163'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3483 ***********************************************************************
 AI3483  DESIGNATION -  K 243 RESET
 AI3483  PID         -  AI3483
 AI3483  STATE/COUNTY-  IL/GREENE
 AI3483  USGS QUAD   -  PEARL EAST (1980)
 AI3483
 AI3483                         *CURRENT SURVEY CONTROL
 AI3483  ___________________________________________________________________
 AI3483* NAD 83(1986)-  39 24 44.     (N)    090 33 38.     (W)     SCALED    
 AI3483* NAVD 88     -       133.64   (meters)     438.5    (feet)  RESET     
 AI3483  ___________________________________________________________________
 AI3483  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 AI3483
 AI3483  VERT ORDER  -  THIRD
 AI3483
 AI3483.The horizontal coordinates were scaled from a topographic map and have
 AI3483.an estimated accuracy of +/- 6 seconds.
 AI3483
 AI3483.The orthometric height was computed from unverified reset data.
 AI3483.No vertical observational check was made to the station.
 AI3483
 AI3483.The geoid height was determined by GEOID03.
 AI3483
 AI3483;                    North         East    Units  Estimated Accuracy
 AI3483;SPC IL W     -   304,810.      666,080.      MT  (+/- 180 meters Scaled)
 AI3483
 AI3483                          SUPERSEDED SURVEY CONTROL
 AI3483
 AI3483.No superseded survey control is available for this station.
 AI3483
 AI3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD100653(NAD 83)
 AI3483_MARKER: DV = VERTICAL CONTROL DISK
 AI3483_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI3483_SP_SET: BRIDGE WINGWALL
 AI3483_STAMPING: K 243 RESET 1999
 AI3483_MARK LOGO: NGS   
 AI3483_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3483
 AI3483  HISTORY     - Date     Condition        Report By
 AI3483  HISTORY     - 1999     MONUMENTED       NGS
 AI3483
 AI3483                          STATION DESCRIPTION
 AI3483
 AI3483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RKB)
 AI3483'FROM THE CENTER OF THE RAILROAD OVERPASS ON HILLVIEW-ELDRED ROAD ON
 AI3483'THE WEST SIDE OF HILLVIEW, PROCEED SOUTHWEST AND SOUTH ALONG
 AI3483'HILLVIEW-ELDRED ROAD FOR 2.85 MILES (4.59 KM) TO A SHORT BRIDGE NEAR
 AI3483'THE INTERSECTION WITH COUNTY ROAD 2050 N AND THE STATION ON THE LEFT,
 AI3483'6.9 M (22.6 FT) EAST OF THE CENTERLINE OF HILLVIEW ROAD, IN THE TOP OF
 AI3483'THE SOUTHEAST WINGWALL, AND ABOUT 0.2 M (0.7 FT) HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0036 ***********************************************************************
 KC0036  DESIGNATION -  K 244
 KC0036  PID         -  KC0036
 KC0036  STATE/COUNTY-  IL/CASS
 KC0036  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0036
 KC0036                         *CURRENT SURVEY CONTROL
 KC0036  ___________________________________________________________________
 KC0036* NAD 83(1986)-  39 56 31.     (N)    090 29 18.     (W)     SCALED    
 KC0036* NAVD 88     -       137.669  (meters)     451.67   (feet)  ADJUSTED  
 KC0036  ___________________________________________________________________
 KC0036  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KC0036  DYNAMIC HT  -         137.596 (meters)     451.43  (feet)  COMP
 KC0036  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KC0036
 KC0036  VERT ORDER  -  FIRST     CLASS II
 KC0036
 KC0036.The horizontal coordinates were scaled from a topographic map and have
 KC0036.an estimated accuracy of +/- 6 seconds.
 KC0036
 KC0036.The orthometric height was determined by differential leveling
 KC0036.and adjusted by the National Geodetic Survey in June 1991..
 KC0036
 KC0036.The geoid height was determined by GEOID03.
 KC0036
 KC0036.The dynamic height is computed by dividing the NAVD 88
 KC0036.geopotential number by the normal gravity value computed on the
 KC0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0036.degrees latitude (g = 980.6199 gals.).
 KC0036
 KC0036.The modeled gravity was interpolated from observed gravity values.
 KC0036
 KC0036;                    North         East    Units  Estimated Accuracy
 KC0036;SPC IL W     -   363,590.      672,510.      MT  (+/- 180 meters Scaled)
 KC0036
 KC0036                          SUPERSEDED SURVEY CONTROL
 KC0036
 KC0036  NGVD 29 (??/??/92)  137.787  (m)          452.06   (f) ADJ UNCH    1 2
 KC0036
 KC0036.Superseded values are not recommended for survey control.
 KC0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0036.See file dsdata.txt to determine how the superseded data were derived.
 KC0036
 KC0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE145243(NAD 83)
 KC0036_MARKER: DB = BENCH MARK DISK
 KC0036_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KC0036_SP_SET: 88 FEET
 KC0036_STAMPING: K 244 1961
 KC0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0036
 KC0036  HISTORY     - Date     Condition        Report By
 KC0036  HISTORY     - 1961     MONUMENTED       CGS
 KC0036
 KC0036                          STATION DESCRIPTION
 KC0036
 KC0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0036'5.4 MI S FROM BEARDSTOWN.
 KC0036'ABOUT 5.35 MILES SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 KC0036'WITH U.S. HIGHWAY 67 AT BEARDSTOWN, AT THE CROSSING OF A BLACK
 KC0036'TOP ROAD, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 29 1/2
 KC0036'FEET NORTH OF THE CENTER OF THE INTERSECTION, 1 1/2 FEET WEST OF
 KC0036'A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 2 1/2 FEET SOUTHEAST OF
 KC0036'THE NORTHWEST ONE OF TWO POWER LINE BRACE POLES, 5 FEET NORTH OF
 KC0036'THE WEST LEG OF A SIGN BLACK OAK BAPTIST CHURCH TWO MILES, 1 FOOT
 KC0036'SOUTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 KC0036'HIGHWAY, A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING
 KC0036'1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 KC0036'TILE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 KC0036'ROD WAS DRIVEN TO A DEPTH OF 88 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0246 ***********************************************************************
 KC0246  DESIGNATION -  K 245
 KC0246  PID         -  KC0246
 KC0246  STATE/COUNTY-  IL/SCOTT
 KC0246  USGS QUAD   -  FLORENCE (1980)
 KC0246
 KC0246                         *CURRENT SURVEY CONTROL
 KC0246  ___________________________________________________________________
 KC0246* NAD 83(1986)-  39 40 30.     (N)    090 33 57.     (W)     SCALED    
 KC0246* NAVD 88     -       133.060  (meters)     436.55   (feet)  ADJUSTED  
 KC0246  ___________________________________________________________________
 KC0246  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KC0246  DYNAMIC HT  -         132.987 (meters)     436.31  (feet)  COMP
 KC0246  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 KC0246
 KC0246  VERT ORDER  -  FIRST     CLASS II
 KC0246
 KC0246.The horizontal coordinates were scaled from a topographic map and have
 KC0246.an estimated accuracy of +/- 6 seconds.
 KC0246
 KC0246.The orthometric height was determined by differential leveling
 KC0246.and adjusted by the National Geodetic Survey in June 1991..
 KC0246
 KC0246.The geoid height was determined by GEOID03.
 KC0246
 KC0246.The dynamic height is computed by dividing the NAVD 88
 KC0246.geopotential number by the normal gravity value computed on the
 KC0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0246.degrees latitude (g = 980.6199 gals.).
 KC0246
 KC0246.The modeled gravity was interpolated from observed gravity values.
 KC0246
 KC0246;                    North         East    Units  Estimated Accuracy
 KC0246;SPC IL W     -   333,980.      665,760.      MT  (+/- 180 meters Scaled)
 KC0246
 KC0246                          SUPERSEDED SURVEY CONTROL
 KC0246
 KC0246  NGVD 29 (??/??/92)  133.180  (m)          436.94   (f) ADJ UNCH    1 2
 KC0246
 KC0246.Superseded values are not recommended for survey control.
 KC0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0246.See file dsdata.txt to determine how the superseded data were derived.
 KC0246
 KC0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD087945(NAD 83)
 KC0246_MARKER: DB = BENCH MARK DISK
 KC0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0246_STAMPING: K 245 1961
 KC0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0246+STABILITY: SURFACE MOTION
 KC0246
 KC0246  HISTORY     - Date     Condition        Report By
 KC0246  HISTORY     - 1961     MONUMENTED       CGS
 KC0246  HISTORY     - 1976     MARK NOT FOUND   USGS
 KC0246
 KC0246                          STATION DESCRIPTION
 KC0246
 KC0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0246'6.4 MI S FROM BLUFFS.
 KC0246'ABOUT 6.35 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0246'OF THE WABASH RAILROAD AT BLUFFS, 0.75 MILE SOUTH OF A 25-FOOT
 KC0246'BRIDGE OVER A SMALL STREAM, AT A JOGGED ROAD CROSSING, 41 FEET
 KC0246'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET SOUTH OF
 KC0246'THE CENTER LINE OF A GRADED ROAD, 8 1/2 FEET SOUTHWEST OF A
 KC0246'POWER LINE POLE, 3 1/2 FEET WEST OF A FENCE CORNER, 1 FOOT
 KC0246'NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A METAL WITNESS
 KC0246'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 KC0246'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 KC0246'GROUND.
 KC0246
 KC0246                          STATION RECOVERY (1976)
 KC0246
 KC0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KC0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0687 ***********************************************************************
 LC0687  DESIGNATION -  K 246
 LC0687  PID         -  LC0687
 LC0687  STATE/COUNTY-  IL/MCLEAN
 LC0687  USGS QUAD   -  NORMAL EAST (1981)
 LC0687
 LC0687                         *CURRENT SURVEY CONTROL
 LC0687  ___________________________________________________________________
 LC0687* NAD 83(1986)-  40 32 36.     (N)    088 57 47.     (W)     SCALED    
 LC0687* NAVD 88     -       251.131  (meters)     823.92   (feet)  ADJUSTED  
 LC0687  ___________________________________________________________________
 LC0687  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0687  DYNAMIC HT  -         251.015 (meters)     823.54  (feet)  COMP
 LC0687  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 LC0687
 LC0687  VERT ORDER  -  SECOND    CLASS 0
 LC0687
 LC0687.The horizontal coordinates were scaled from a topographic map and have
 LC0687.an estimated accuracy of +/- 6 seconds.
 LC0687
 LC0687.The orthometric height was determined by differential leveling
 LC0687.and adjusted by the National Geodetic Survey in June 1991..
 LC0687
 LC0687.The geoid height was determined by GEOID03.
 LC0687
 LC0687.The dynamic height is computed by dividing the NAVD 88
 LC0687.geopotential number by the normal gravity value computed on the
 LC0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0687.degrees latitude (g = 980.6199 gals.).
 LC0687
 LC0687.The modeled gravity was interpolated from observed gravity values.
 LC0687
 LC0687;                    North         East    Units  Estimated Accuracy
 LC0687;SPC IL E     -   430,520.      246,660.      MT  (+/- 180 meters Scaled)
 LC0687
 LC0687                          SUPERSEDED SURVEY CONTROL
 LC0687
 LC0687  NGVD 29 (??/??/92)  251.184  (m)          824.09   (f) ADJ UNCH    2 0
 LC0687
 LC0687.Superseded values are not recommended for survey control.
 LC0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0687.See file dsdata.txt to determine how the superseded data were derived.
 LC0687
 LC0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK337899(NAD 83)
 LC0687_MARKER: DB = BENCH MARK DISK
 LC0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0687_STAMPING: K 246 1960
 LC0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0687+STABILITY: SURFACE MOTION
 LC0687
 LC0687  HISTORY     - Date     Condition        Report By
 LC0687  HISTORY     - 1960     MONUMENTED       CGS
 LC0687  HISTORY     - 1961     GOOD             NGS
 LC0687
 LC0687                          STATION DESCRIPTION
 LC0687
 LC0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0687'4.4 MI SW FROM TOWANDA.
 LC0687'ABOUT 0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
 LC0687'AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILES WEST ALONG
 LC0687'WEST MONROE STREET, THENCE 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY
 LC0687'66, THENCE 2.15 MILES WEST ALONG A GRAVEL ROAD, THENCE 0.25 MILES
 LC0687'SOUTH ALONG A GRAVEL ROAD, ABOUT 0.10 MILE SOUTH OF A FARM HOUSE
 LC0687'ON THE EAST SIDE OF THE ROAD, 25 FEET EAST OF THE CENTER LINE OF
 LC0687'THE ROAD, 43 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST OF A
 LC0687'FENCE, 2 FEET NORTH OF THE FIRST POWER POLE SOUTH OF A POWER
 LC0687'POLE WITH A TRANSFORMER, 1.6 FEET NORTH OF A METAL WITNESS POST,
 LC0687'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 LC0687'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0331 ***********************************************************************
 MF0331  DESIGNATION -  K 247
 MF0331  PID         -  MF0331
 MF0331  STATE/COUNTY-  IL/WILL
 MF0331  USGS QUAD   -  WILMINGTON (1993)
 MF0331
 MF0331                         *CURRENT SURVEY CONTROL
 MF0331  ___________________________________________________________________
 MF0331* NAD 83(1986)-  41 20 13.     (N)    088 11 28.     (W)     SCALED    
 MF0331* NAVD 88     -       165.524  (meters)     543.06   (feet)  ADJUSTED  
 MF0331  ___________________________________________________________________
 MF0331  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MF0331  DYNAMIC HT  -         165.462 (meters)     542.85  (feet)  COMP
 MF0331  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 MF0331
 MF0331  VERT ORDER  -  SECOND    CLASS 0
 MF0331
 MF0331.The horizontal coordinates were scaled from a topographic map and have
 MF0331.an estimated accuracy of +/- 6 seconds.
 MF0331
 MF0331.The orthometric height was determined by differential leveling
 MF0331.and adjusted by the National Geodetic Survey in June 1991..
 MF0331
 MF0331.The geoid height was determined by GEOID03.
 MF0331
 MF0331.The dynamic height is computed by dividing the NAVD 88
 MF0331.geopotential number by the normal gravity value computed on the
 MF0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0331.degrees latitude (g = 980.6199 gals.).
 MF0331
 MF0331.The modeled gravity was interpolated from observed gravity values.
 MF0331
 MF0331;                    North         East    Units  Estimated Accuracy
 MF0331;SPC IL E     -   518,470.      311,900.      MT  (+/- 180 meters Scaled)
 MF0331
 MF0331                          SUPERSEDED SURVEY CONTROL
 MF0331
 MF0331  NGVD 29 (??/??/92)  165.612  (m)          543.35   (f) ADJ UNCH    2 0
 MF0331
 MF0331.Superseded values are not recommended for survey control.
 MF0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0331.See file dsdata.txt to determine how the superseded data were derived.
 MF0331
 MF0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL003768(NAD 83)
 MF0331_MARKER: DB = BENCH MARK DISK
 MF0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0331_STAMPING: K 247 1960
 MF0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0331+STABILITY: SURFACE MOTION
 MF0331
 MF0331  HISTORY     - Date     Condition        Report By
 MF0331  HISTORY     - 1960     MONUMENTED       CGS
 MF0331  HISTORY     - 1961     GOOD             NGS
 MF0331
 MF0331                          STATION DESCRIPTION
 MF0331
 MF0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0331'8.9 MI SE FROM CHANNAHON.
 MF0331'ABOUT 0.6 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM CHANNAHON
 MF0331'GRADE SCHOOL IN CHANNAHON, THENCE 1.3 MILES EAST ALONG A GRAVEL
 MF0331'ROAD, THENCE 7.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, AT A DRIVE
 MF0331'EAST TO A FARM HOUSE, 118 FEET EAST OF THE CENTER LINE OF THE
 MF0331'NORTHBOUND LANE OF U.S. HIGHWAY 66, 40 FEET EAST OF THE CENTER
 MF0331'LINE OF THE SERVICE ROAD, 1 FOOT WEST OF THE FENCE, 21 FEET SOUTH
 MF0331'OF A TELEPHONE POLE, 18 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 MF0331'METAL PIPE CULVERT, 1.7 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 MF0331'BELOW THE LEVEL OF THE SERVICE ROAD, AND SET IN THE TOP OF A
 MF0331'CONCRETE POST PROJECTING 2 INCHES.  THIS MARK MAY ALSO BE REACHED
 MF0331'FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 113 JUST
 MF0331'NORTH OF BRAIDWOOD, BY GOING 4.3 MILES NORTHEAST ALONG U.S. HIGHWAY
 MF0331'66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0785 ***********************************************************************
 LC0785  DESIGNATION -  K 248
 LC0785  PID         -  LC0785
 LC0785  STATE/COUNTY-  IL/LIVINGSTON
 LC0785  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0785
 LC0785                         *CURRENT SURVEY CONTROL
 LC0785  ___________________________________________________________________
 LC0785* NAD 83(1986)-  40 57 18.     (N)    088 34 11.     (W)     SCALED    
 LC0785* NAVD 88     -       215.668  (meters)     707.57   (feet)  ADJUSTED  
 LC0785  ___________________________________________________________________
 LC0785  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0785  DYNAMIC HT  -         215.578 (meters)     707.28  (feet)  COMP
 LC0785  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 LC0785
 LC0785  VERT ORDER  -  SECOND    CLASS 0
 LC0785
 LC0785.The horizontal coordinates were scaled from a topographic map and have
 LC0785.an estimated accuracy of +/- 6 seconds.
 LC0785
 LC0785.The orthometric height was determined by differential leveling
 LC0785.and adjusted by the National Geodetic Survey in June 1991..
 LC0785
 LC0785.The geoid height was determined by GEOID03.
 LC0785
 LC0785.The dynamic height is computed by dividing the NAVD 88
 LC0785.geopotential number by the normal gravity value computed on the
 LC0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0785.degrees latitude (g = 980.6199 gals.).
 LC0785
 LC0785.The modeled gravity was interpolated from observed gravity values.
 LC0785
 LC0785;                    North         East    Units  Estimated Accuracy
 LC0785;SPC IL E     -   476,070.      280,100.      MT  (+/- 180 meters Scaled)
 LC0785
 LC0785                          SUPERSEDED SURVEY CONTROL
 LC0785
 LC0785  NGVD 29 (??/??/92)  215.731  (m)          707.78   (f) ADJ UNCH    2 0
 LC0785
 LC0785.Superseded values are not recommended for survey control.
 LC0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0785.See file dsdata.txt to determine how the superseded data were derived.
 LC0785
 LC0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL678349(NAD 83)
 LC0785_MARKER: DB = BENCH MARK DISK
 LC0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0785_SP_SET: CULVERT
 LC0785_STAMPING: K 248 1961
 LC0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0785
 LC0785  HISTORY     - Date     Condition        Report By
 LC0785  HISTORY     - 1961     MONUMENTED       CGS
 LC0785
 LC0785                          STATION DESCRIPTION
 LC0785
 LC0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0785'4.5 MI SW FROM ODELL.
 LC0785'ABOUT 0.35 MILES WEST ALONG WEST HAMILTON STREET FROM THE GULF,
 LC0785'MOBILE AND OHIO RAIL ROAD STATION IN ODELL, THENCE 4.15 MILES
 LC0785'SOUTHWEST ALONG U.S. HIGHWAY 66, SET IN THE TOP OF THE NORTHEAST
 LC0785'END OF THE NORTHWEST HEADWALL OF A 5 FOOT CONCRETE BOX CULVERT
 LC0785'UNDER THE GULF, MOBILE AND OHIO RAIL ROAD, 72 FEET SOUTHEAST OF THE
 LC0785'CENTER LINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 66, 12 FEET
 LC0785'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHBOUND TRACK OF THE
 LC0785'GULF, MOBILE AND OHIO RAIL ROAD, 4 FEET BELOW THE LEVEL OF THE
 LC0785'TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1449 ***********************************************************************
 JB1449  DESIGNATION -  K 249
 JB1449  PID         -  JB1449
 JB1449  STATE/COUNTY-  IL/ST CLAIR
 JB1449  USGS QUAD   -  O'FALLON (1991)
 JB1449
 JB1449                         *CURRENT SURVEY CONTROL
 JB1449  ___________________________________________________________________
 JB1449* NAD 83(1986)-  38 33 42.     (N)    089 53 30.     (W)     SCALED    
 JB1449* NAVD 88     -       187.645  (meters)     615.63   (feet)  ADJUSTED  
 JB1449  ___________________________________________________________________
 JB1449  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JB1449  DYNAMIC HT  -         187.525 (meters)     615.24  (feet)  COMP
 JB1449  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 JB1449
 JB1449  VERT ORDER  -  SECOND    CLASS 0
 JB1449
 JB1449.The horizontal coordinates were scaled from a topographic map and have
 JB1449.an estimated accuracy of +/- 6 seconds.
 JB1449
 JB1449.The orthometric height was determined by differential leveling
 JB1449.and adjusted by the National Geodetic Survey in June 1991..
 JB1449
 JB1449.The geoid height was determined by GEOID03.
 JB1449
 JB1449.The dynamic height is computed by dividing the NAVD 88
 JB1449.geopotential number by the normal gravity value computed on the
 JB1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1449.degrees latitude (g = 980.6199 gals.).
 JB1449
 JB1449.The modeled gravity was interpolated from observed gravity values.
 JB1449
 JB1449;                    North         East    Units  Estimated Accuracy
 JB1449;SPC IL W     -   210,350.      723,970.      MT  (+/- 180 meters Scaled)
 JB1449
 JB1449                          SUPERSEDED SURVEY CONTROL
 JB1449
 JB1449  NGVD 29 (??/??/92)  187.746  (m)          615.96   (f) ADJ UNCH    2 0
 JB1449
 JB1449.Superseded values are not recommended for survey control.
 JB1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1449.See file dsdata.txt to determine how the superseded data were derived.
 JB1449
 JB1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH480721(NAD 83)
 JB1449_MARKER: DB = BENCH MARK DISK
 JB1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1449_STAMPING: K 249 1961
 JB1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1449+STABILITY: SURFACE MOTION
 JB1449
 JB1449  HISTORY     - Date     Condition        Report By
 JB1449  HISTORY     - 1961     MONUMENTED       CGS
 JB1449
 JB1449                          STATION DESCRIPTION
 JB1449
 JB1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1449'0.8 MI NE FROM SHILOH.
 JB1449'ABOUT 0.10 MILE WEST ALONG JULIA STREET FROM THE GRADE SCHOOL
 JB1449'IN SHILOH, THENCE 0.45 MILE NORTH ALONG MAIN STREET, THENCE
 JB1449'0.25 MILE EAST ALONG AN ASPHALT PAVED ROAD, 23.5 FEET SOUTH
 JB1449'OF THE CENTER LINE OF THE ROAD, 46 FEET WEST OF THE EXTENDED
 JB1449'CENTER LINE OF A DRIVE NORTH TO A HOUSE, 3.5 FEET WEST-NORTHWEST
 JB1449'OF A WIRE BRACED POWER POLE, 2.4 FEET EAST-NORTHEAST OF A METAL
 JB1449'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 JB1449'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1922 ***********************************************************************
 LB1922  DESIGNATION -  K 25
 LB1922  PID         -  LB1922
 LB1922  STATE/COUNTY-  IL/IROQUOIS
 LB1922  USGS QUAD   -  CRESCENT CITY (1986)
 LB1922
 LB1922                         *CURRENT SURVEY CONTROL
 LB1922  ___________________________________________________________________
 LB1922* NAD 83(1986)-  40 48 16.     (N)    087 51 47.     (W)     SCALED    
 LB1922* NAVD 88     -       191.423  (meters)     628.03   (feet)  ADJUSTED  
 LB1922  ___________________________________________________________________
 LB1922  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LB1922  DYNAMIC HT  -         191.339 (meters)     627.75  (feet)  COMP
 LB1922  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 LB1922
 LB1922  VERT ORDER  -  SECOND    CLASS 0
 LB1922
 LB1922.The horizontal coordinates were scaled from a topographic map and have
 LB1922.an estimated accuracy of +/- 6 seconds.
 LB1922
 LB1922.The orthometric height was determined by differential leveling
 LB1922.and adjusted by the National Geodetic Survey in June 1991..
 LB1922
 LB1922.The geoid height was determined by GEOID03.
 LB1922
 LB1922.The dynamic height is computed by dividing the NAVD 88
 LB1922.geopotential number by the normal gravity value computed on the
 LB1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1922.degrees latitude (g = 980.6199 gals.).
 LB1922
 LB1922.The modeled gravity was interpolated from observed gravity values.
 LB1922
 LB1922;                    North         East    Units  Estimated Accuracy
 LB1922;SPC IL E     -   459,430.      339,680.      MT  (+/- 180 meters Scaled)
 LB1922
 LB1922                          SUPERSEDED SURVEY CONTROL
 LB1922
 LB1922  NGVD 29 (??/??/92)  191.50   (m)          628.3    (f) COMPUTED    2 0
 LB1922
 LB1922.Superseded values are not recommended for survey control.
 LB1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1922.See file dsdata.txt to determine how the superseded data were derived.
 LB1922
 LB1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL272174(NAD 83)
 LB1922_MARKER: DB = BENCH MARK DISK
 LB1922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1922_SP_SET: BRIDGE
 LB1922_STAMPING: K 25 1934
 LB1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1922
 LB1922  HISTORY     - Date     Condition        Report By
 LB1922  HISTORY     - 1934     MONUMENTED       CGS
 LB1922  HISTORY     - 1954     GOOD             NGS
 LB1922
 LB1922                          STATION DESCRIPTION
 LB1922
 LB1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LB1922'2.4 MI N FROM CRESCENT CITY.
 LB1922'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE INTERSECTION
 LB1922'OF U.S. HIGHWAY 24 AT CRESCENT CITY, IN THE TOP OF THE NORTHWEST
 LB1922'END OF SOUTHEAST CONCRETE WING WALL OF A 250-FOOT CONCRETE AND
 LB1922'STEEL BRIDGE OVER SPRING CREEK, 15 FEET EAST OF CENTER LINE OF
 LB1922'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1923 ***********************************************************************
 LB1923  DESIGNATION -  K 25 RESET 1961
 LB1923  PID         -  LB1923
 LB1923  STATE/COUNTY-  IL/IROQUOIS
 LB1923  USGS QUAD   -  CRESCENT CITY (1986)
 LB1923
 LB1923                         *CURRENT SURVEY CONTROL
 LB1923  ___________________________________________________________________
 LB1923* NAD 83(1986)-  40 48 16.     (N)    087 51 47.     (W)     SCALED    
 LB1923* NAVD 88     -       193.98   (meters)     636.4    (feet)  RESET     
 LB1923  ___________________________________________________________________
 LB1923  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LB1923
 LB1923  VERT ORDER  -  THIRD
 LB1923
 LB1923.The horizontal coordinates were scaled from a topographic map and have
 LB1923.an estimated accuracy of +/- 6 seconds.
 LB1923
 LB1923.The orthometric height was computed from unverified reset data.
 LB1923.No vertical observational check was made to the station.
 LB1923
 LB1923.The geoid height was determined by GEOID03.
 LB1923
 LB1923;                    North         East    Units  Estimated Accuracy
 LB1923;SPC IL E     -   459,430.      339,680.      MT  (+/- 180 meters Scaled)
 LB1923
 LB1923                          SUPERSEDED SURVEY CONTROL
 LB1923
 LB1923  NGVD 29 (??/??/??)  194.05   (m)          636.6    (f) RESET       3  
 LB1923
 LB1923.Superseded values are not recommended for survey control.
 LB1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1923.See file dsdata.txt to determine how the superseded data were derived.
 LB1923
 LB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL272174(NAD 83)
 LB1923_MARKER: DB = BENCH MARK DISK
 LB1923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1923_SP_SET: CONCRETE HANDRAIL POST
 LB1923_STAMPING: K 25 1934 RESET 1961
 LB1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1923
 LB1923  HISTORY     - Date     Condition        Report By
 LB1923  HISTORY     - 1961     MONUMENTED       ILDPW
 LB1923
 LB1923                          STATION DESCRIPTION
 LB1923
 LB1923'DESCRIBED BY ILLINOIS DEPARTMENT OF PUBLIC WORKS 1961
 LB1923'2 MI N FROM CRESCENT CITY.
 LB1923'ABOUT 2 MILES NORTH OF CRESCENT CITY ON RTE 49, PLACED IN CONCRETE
 LB1923'HANDRAIL POST AT NORTH WEST CORNER OF BRIDGE STATION 1120+99.37
 LB1923'SBI 49 SECTION 137 BR, IROQUOIS COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1290 ***********************************************************************
 JB1290  DESIGNATION -  K 250
 JB1290  PID         -  JB1290
 JB1290  STATE/COUNTY-  IL/WASHINGTON
 JB1290  USGS QUAD   -  OKAWVILLE (1981)
 JB1290
 JB1290                         *CURRENT SURVEY CONTROL
 JB1290  ___________________________________________________________________
 JB1290* NAD 83(1986)-  38 25 42.     (N)    089 31 38.     (W)     SCALED    
 JB1290* NAVD 88     -       130.115  (meters)     426.89   (feet)  ADJUSTED  
 JB1290  ___________________________________________________________________
 JB1290  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 JB1290  DYNAMIC HT  -         130.033 (meters)     426.62  (feet)  COMP
 JB1290  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JB1290
 JB1290  VERT ORDER  -  SECOND    CLASS 0
 JB1290
 JB1290.The horizontal coordinates were scaled from a topographic map and have
 JB1290.an estimated accuracy of +/- 6 seconds.
 JB1290
 JB1290.The orthometric height was determined by differential leveling
 JB1290.and adjusted by the National Geodetic Survey in June 1991..
 JB1290
 JB1290.The geoid height was determined by GEOID03.
 JB1290
 JB1290.The dynamic height is computed by dividing the NAVD 88
 JB1290.geopotential number by the normal gravity value computed on the
 JB1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1290.degrees latitude (g = 980.6199 gals.).
 JB1290
 JB1290.The modeled gravity was interpolated from observed gravity values.
 JB1290
 JB1290;                    North         East    Units  Estimated Accuracy
 JB1290;SPC IL W     -   195,710.      755,830.      MT  (+/- 180 meters Scaled)
 JB1290
 JB1290                          SUPERSEDED SURVEY CONTROL
 JB1290
 JB1290  NGVD 29 (??/??/92)  130.238  (m)          427.29   (f) ADJ UNCH    2 0
 JB1290
 JB1290.Superseded values are not recommended for survey control.
 JB1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1290.See file dsdata.txt to determine how the superseded data were derived.
 JB1290
 JB1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH793563(NAD 83)
 JB1290_MARKER: DB = BENCH MARK DISK
 JB1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1290_SP_SET: BRIDGE
 JB1290_STAMPING: K 250 1961
 JB1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1290
 JB1290  HISTORY     - Date     Condition        Report By
 JB1290  HISTORY     - 1961     MONUMENTED       CGS
 JB1290
 JB1290                          STATION DESCRIPTION
 JB1290
 JB1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1290'1.5 MI SE FROM OKAWVILLE.
 JB1290'ABOUT 0.10 MILE EAST ALONG WALNUT STREET FROM THE POST OFFICE
 JB1290'IN OKAWVILLE, THENCE 0.3 MILE SOUTH ALONG HANOVER STREET, THENCE
 JB1290'1.1 MILES EAST ALONG A GRAVEL ROAD, NEAR A DRIVE SOUTH TO A FARM
 JB1290'HOUSE, SET IN TOP OF THE SOUTHWEST END OF THE WINGWALL AT THE
 JB1290'NORTHEAST CORNER OF A 12 FOOT CONCRETE BRIDGE, 10 FEET NORTH OF
 JB1290'THE CENTER LINE OF THE ROAD, 25 FEET WEST OF THE EXTENDED CENTER
 JB1290'LINE OF THE FARM DRIVE, AND ABOUT 0.5 FOOT BELOW THE LEVEL OF
 JB1290'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1164 ***********************************************************************
 JB1164  DESIGNATION -  K 251
 JB1164  PID         -  JB1164
 JB1164  STATE/COUNTY-  IL/WASHINGTON
 JB1164  USGS QUAD   -  HOYLETON (1974)
 JB1164
 JB1164                         *CURRENT SURVEY CONTROL
 JB1164  ___________________________________________________________________
 JB1164* NAD 83(1986)-  38 22 31.     (N)    089 16 19.     (W)     SCALED    
 JB1164* NAVD 88     -       154.541  (meters)     507.02   (feet)  ADJUSTED  
 JB1164  ___________________________________________________________________
 JB1164  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 JB1164  DYNAMIC HT  -         154.442 (meters)     506.70  (feet)  COMP
 JB1164  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 JB1164
 JB1164  VERT ORDER  -  SECOND    CLASS 0
 JB1164
 JB1164.The horizontal coordinates were scaled from a topographic map and have
 JB1164.an estimated accuracy of +/- 6 seconds.
 JB1164
 JB1164.The orthometric height was determined by differential leveling
 JB1164.and adjusted by the National Geodetic Survey in June 1991..
 JB1164
 JB1164.The geoid height was determined by GEOID03.
 JB1164
 JB1164.The dynamic height is computed by dividing the NAVD 88
 JB1164.geopotential number by the normal gravity value computed on the
 JB1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1164.degrees latitude (g = 980.6199 gals.).
 JB1164
 JB1164.The modeled gravity was interpolated from observed gravity values.
 JB1164
 JB1164;                    North         East    Units  Estimated Accuracy
 JB1164;SPC IL W     -   190,000.      778,180.      MT  (+/- 180 meters Scaled)
 JB1164
 JB1164                          SUPERSEDED SURVEY CONTROL
 JB1164
 JB1164  NGVD 29 (??/??/92)  154.659  (m)          507.41   (f) ADJ UNCH    2 0
 JB1164
 JB1164.Superseded values are not recommended for survey control.
 JB1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1164.See file dsdata.txt to determine how the superseded data were derived.
 JB1164
 JB1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH015498(NAD 83)
 JB1164_MARKER: DB = BENCH MARK DISK
 JB1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1164_SP_SET: BRIDGE
 JB1164_STAMPING: K 251 1961
 JB1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1164
 JB1164  HISTORY     - Date     Condition        Report By
 JB1164  HISTORY     - 1961     MONUMENTED       CGS
 JB1164
 JB1164                          STATION DESCRIPTION
 JB1164
 JB1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1164'8 MI NE FROM NASHVILLE.
 JB1164'ABOUT 1.05 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 127 FROM
 JB1164'ITS JUNCTION WITH U.S. HIGHWAY 460 IN NASHVILLE, THENCE 0.7 MILE
 JB1164'EAST ALONG AN OILED ROAD, THENCE 0.5 MILE NORTH ALONG AN OILED
 JB1164'ROAD, THENCE 3.5 MILE EAST ALONG AN OILED ROAD, THENCE 1.0 MILE
 JB1164'NORTH ALONG AN OILED ROAD, THENCE 1.2 MILES EAST ALONG AN OILED
 JB1164'ROAD, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A NORTH-SOUTH
 JB1164'GRAVELED CROSS ROAD, SET IN THE TOP OF THE SOUTHEAST END OF THE
 JB1164'WINGWALL AT THE NORTHWEST CORNER OF AN 18 FOOT CONCRETE BRIDGE,
 JB1164'10 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL
 JB1164'WITH THE ROAD.  NOTE-- THIS MARK MAY BE REACHED FROM THE POST
 JB1164'OFFICE IN HOYLETON, BY GOING 0.10 MILE WEST ALONG STATE HIGHWAY
 JB1164'177, THENCE 2.5 MILES SOUTH ALONG AN ASPHALT PAVED ROAD, THENCE
 JB1164'2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 MILE EAST ALONG
 JB1164'AN OILED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0447 ***********************************************************************
 JB0447  DESIGNATION -  K 252
 JB0447  PID         -  JB0447
 JB0447  STATE/COUNTY-  IL/JEFFERSON
 JB0447  USGS QUAD   -  MOUNT VERNON (1978)
 JB0447
 JB0447                         *CURRENT SURVEY CONTROL
 JB0447  ___________________________________________________________________
 JB0447* NAD 83(1986)-  38 16 22.     (N)    088 54 34.     (W)     SCALED    
 JB0447* NAVD 88     -       140.347  (meters)     460.46   (feet)  ADJUSTED  
 JB0447  ___________________________________________________________________
 JB0447  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JB0447  DYNAMIC HT  -         140.257 (meters)     460.16  (feet)  COMP
 JB0447  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 JB0447
 JB0447  VERT ORDER  -  SECOND    CLASS 0
 JB0447
 JB0447.The horizontal coordinates were scaled from a topographic map and have
 JB0447.an estimated accuracy of +/- 6 seconds.
 JB0447
 JB0447.The orthometric height was determined by differential leveling
 JB0447.and adjusted by the National Geodetic Survey in June 1991..
 JB0447
 JB0447.The geoid height was determined by GEOID03.
 JB0447
 JB0447.The dynamic height is computed by dividing the NAVD 88
 JB0447.geopotential number by the normal gravity value computed on the
 JB0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0447.degrees latitude (g = 980.6199 gals.).
 JB0447
 JB0447.The modeled gravity was interpolated from observed gravity values.
 JB0447
 JB0447;                    North         East    Units  Estimated Accuracy
 JB0447;SPC IL E     -   178,410.      249,590.      MT  (+/- 180 meters Scaled)
 JB0447
 JB0447                          SUPERSEDED SURVEY CONTROL
 JB0447
 JB0447  NGVD 29 (??/??/92)  140.456  (m)          460.81   (f) ADJ UNCH    2 0
 JB0447
 JB0447.Superseded values are not recommended for survey control.
 JB0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0447.See file dsdata.txt to determine how the superseded data were derived.
 JB0447
 JB0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH329378(NAD 83)
 JB0447_MARKER: DB = BENCH MARK DISK
 JB0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0447_STAMPING: K 252 1961
 JB0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0447+STABILITY: SURFACE MOTION
 JB0447
 JB0447  HISTORY     - Date     Condition        Report By
 JB0447  HISTORY     - 1961     MONUMENTED       CGS
 JB0447
 JB0447                          STATION DESCRIPTION
 JB0447
 JB0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0447'3.5 MI SW FROM MT VERNON.
 JB0447'ABOUT 3.0 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JB0447'IN MT. VERNON, THENCE ABOUT 0.5 MILE WEST ALONG AN OILED ROAD,
 JB0447'AT THE JUNCTION OF AN OILED ROAD NORTH, 19 FEET SOUTH OF THE
 JB0447'CENTER OF THE ROAD, 46 FEET EAST OF THE EXTENDED CENTER OF THE
 JB0447'ROAD NORTH, 123 FEET WEST OF THE CENTER OF A DRIVE TO A FARM
 JB0447'HOUSE, 23 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF A FENCE, 1.7
 JB0447'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JB0447'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0524 ***********************************************************************
 JB0524  DESIGNATION -  K 253
 JB0524  PID         -  JB0524
 JB0524  STATE/COUNTY-  IL/WAYNE
 JB0524  USGS QUAD   -  WAYNE CITY (1973)
 JB0524
 JB0524                         *CURRENT SURVEY CONTROL
 JB0524  ___________________________________________________________________
 JB0524* NAD 83(1986)-  38 15 48.     (N)    088 32 16.     (W)     SCALED    
 JB0524* NAVD 88     -       136.833  (meters)     448.93   (feet)  ADJUSTED  
 JB0524  ___________________________________________________________________
 JB0524  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB0524  DYNAMIC HT  -         136.746 (meters)     448.64  (feet)  COMP
 JB0524  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 JB0524
 JB0524  VERT ORDER  -  SECOND    CLASS 0
 JB0524
 JB0524.The horizontal coordinates were scaled from a topographic map and have
 JB0524.an estimated accuracy of +/- 6 seconds.
 JB0524
 JB0524.The orthometric height was determined by differential leveling
 JB0524.and adjusted by the National Geodetic Survey in June 1991..
 JB0524
 JB0524.The geoid height was determined by GEOID03.
 JB0524
 JB0524.The dynamic height is computed by dividing the NAVD 88
 JB0524.geopotential number by the normal gravity value computed on the
 JB0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0524.degrees latitude (g = 980.6199 gals.).
 JB0524
 JB0524.The modeled gravity was interpolated from observed gravity values.
 JB0524
 JB0524;                    North         East    Units  Estimated Accuracy
 JB0524;SPC IL E     -   177,220.      282,110.      MT  (+/- 180 meters Scaled)
 JB0524
 JB0524                          SUPERSEDED SURVEY CONTROL
 JB0524
 JB0524  NGVD 29 (??/??/92)  136.959  (m)          449.34   (f) ADJ UNCH    2 0
 JB0524
 JB0524.Superseded values are not recommended for survey control.
 JB0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0524.See file dsdata.txt to determine how the superseded data were derived.
 JB0524
 JB0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH654361(NAD 83)
 JB0524_MARKER: DB = BENCH MARK DISK
 JB0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0524_STAMPING: K 253 1961
 JB0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0524+STABILITY: SURFACE MOTION
 JB0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0524+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 JB0524
 JB0524  HISTORY     - Date     Condition        Report By
 JB0524  HISTORY     - 1961     MONUMENTED       CGS
 JB0524  HISTORY     - 20060508 GOOD             ILDT
 JB0524
 JB0524                          STATION DESCRIPTION
 JB0524
 JB0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0524'7 MI SE FROM WAYNE CITY.
 JB0524'ABOUT 7.0 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0524'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, NEAR THE SOUTH
 JB0524'END OF A CURVE IN THE HIGHWAY WITH TANGENTS TO THE SOUTH AND
 JB0524'NORTHWEST, AT THE JUNCTION OF A GRAVEL ROAD EAST, AND A DIRT ROAD
 JB0524'NORTH, 109 FEET EAST OF THE CENTER OF THE HIGHWAY, 23 FEET NORTH
 JB0524'OF THE CENTER OF THE GRAVEL ROAD, 53 FEET EAST OF THE CENTER OF
 JB0524'THE DIRT ROAD, 38 FEET EAST OF THE NORTH END OF THE EAST
 JB0524'HEADWALL OF A CONCRETE PIPE CULVERT, 2.5 FEET WEST OF A POWER
 JB0524'POLE WITH A TRANSFORMER, 1.3 FEET EAST OF A METAL WITNESS POST,
 JB0524'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GRAVEL ROAD, AND SET IN THE
 JB0524'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JB0524
 JB0524                          STATION RECOVERY (2006)
 JB0524
 JB0524'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JB0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0271 ***********************************************************************
 JB0271  DESIGNATION -  K 254
 JB0271  PID         -  JB0271
 JB0271  STATE/COUNTY-  IL/WHITE
 JB0271  USGS QUAD   -  CROSSVILLE (1974)
 JB0271
 JB0271                         *CURRENT SURVEY CONTROL
 JB0271  ___________________________________________________________________
 JB0271* NAD 83(1986)-  38 14 29.     (N)    088 05 57.     (W)     SCALED    
 JB0271* NAVD 88     -       117.621  (meters)     385.89   (feet)  ADJUSTED  
 JB0271  ___________________________________________________________________
 JB0271  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 JB0271  DYNAMIC HT  -         117.545 (meters)     385.65  (feet)  COMP
 JB0271  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 JB0271
 JB0271  VERT ORDER  -  SECOND    CLASS 0
 JB0271
 JB0271.The horizontal coordinates were scaled from a topographic map and have
 JB0271.an estimated accuracy of +/- 6 seconds.
 JB0271
 JB0271.The orthometric height was determined by differential leveling
 JB0271.and adjusted by the National Geodetic Survey in June 1991..
 JB0271
 JB0271.The geoid height was determined by GEOID03.
 JB0271
 JB0271.The dynamic height is computed by dividing the NAVD 88
 JB0271.geopotential number by the normal gravity value computed on the
 JB0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0271.degrees latitude (g = 980.6199 gals.).
 JB0271
 JB0271.The modeled gravity was interpolated from observed gravity values.
 JB0271
 JB0271;                    North         East    Units  Estimated Accuracy
 JB0271;SPC IL E     -   174,790.      320,500.      MT  (+/- 180 meters Scaled)
 JB0271
 JB0271                          SUPERSEDED SURVEY CONTROL
 JB0271
 JB0271  NGVD 29 (??/??/92)  117.748  (m)          386.31   (f) ADJ UNCH    2 0
 JB0271
 JB0271.Superseded values are not recommended for survey control.
 JB0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0271.See file dsdata.txt to determine how the superseded data were derived.
 JB0271
 JB0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH038331(NAD 83)
 JB0271_MARKER: DB = BENCH MARK DISK
 JB0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0271_STAMPING: K 254 1961
 JB0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0271+STABILITY: SURFACE MOTION
 JB0271
 JB0271  HISTORY     - Date     Condition        Report By
 JB0271  HISTORY     - 1961     MONUMENTED       CGS
 JB0271
 JB0271                          STATION DESCRIPTION
 JB0271
 JB0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0271'6.8 MI SW FROM GRAYVILLE.
 JB0271'ABOUT 5.75 MILES WEST ON BLACK TOP ROAD FROM THE JUNCTION OF
 JB0271'COURT STREET AND NORTH STREET (STATE HIGHWAY 1) IN GRAYVILLE,
 JB0271'THENCE 1.0 SOUTH ON GRAVELED ROAD AT SHARP CURVE IN ROAD TO THE
 JB0271'EAST AND JUNCTION OF DRIVEWAY WEST TO FARM HOUSE, 43 FEET SOUTH
 JB0271'OF CENTER OF ROAD AT APPROXIMATE CENTER OF CURVE, 37 FEET EAST
 JB0271'OF CENTER OF FIELD ROAD, 28.5 FEET SOUTHEAST OF SOUTH END OF
 JB0271'CONCRETE PIPE CULVERT UNDER DRIVEWAY, 2.5 FEET WEST OF POWER
 JB0271'POLE, 1.4 FEET EAST OF WINTESS POST, ABOUT 1 FOOT BELOW THE
 JB0271'LEVEL OF ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 JB0271'3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0034 ***********************************************************************
 KC0034  DESIGNATION -  K 255
 KC0034  PID         -  KC0034
 KC0034  STATE/COUNTY-  IL/CASS
 KC0034  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0034
 KC0034                         *CURRENT SURVEY CONTROL
 KC0034  ___________________________________________________________________
 KC0034* NAD 83(1986)-  39 55 02.     (N)    090 29 35.     (W)     SCALED    
 KC0034* NAVD 88     -       133.336  (meters)     437.45   (feet)  ADJUSTED  
 KC0034  ___________________________________________________________________
 KC0034  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KC0034  DYNAMIC HT  -         133.266 (meters)     437.22  (feet)  COMP
 KC0034  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 KC0034
 KC0034  VERT ORDER  -  FIRST     CLASS II
 KC0034
 KC0034.The horizontal coordinates were scaled from a topographic map and have
 KC0034.an estimated accuracy of +/- 6 seconds.
 KC0034
 KC0034.The orthometric height was determined by differential leveling
 KC0034.and adjusted by the National Geodetic Survey in June 1991..
 KC0034
 KC0034.The geoid height was determined by GEOID03.
 KC0034
 KC0034.The dynamic height is computed by dividing the NAVD 88
 KC0034.geopotential number by the normal gravity value computed on the
 KC0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0034.degrees latitude (g = 980.6199 gals.).
 KC0034
 KC0034.The modeled gravity was interpolated from observed gravity values.
 KC0034
 KC0034;                    North         East    Units  Estimated Accuracy
 KC0034;SPC IL W     -   360,850.      672,100.      MT  (+/- 180 meters Scaled)
 KC0034
 KC0034                          SUPERSEDED SURVEY CONTROL
 KC0034
 KC0034  NGVD 29 (??/??/92)  133.452  (m)          437.83   (f) ADJ UNCH    1 2
 KC0034
 KC0034.Superseded values are not recommended for survey control.
 KC0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0034.See file dsdata.txt to determine how the superseded data were derived.
 KC0034
 KC0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE142215(NAD 83)
 KC0034_MARKER: DB = BENCH MARK DISK
 KC0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0034_STAMPING: K 255 1961
 KC0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0034+STABILITY: SURFACE MOTION
 KC0034
 KC0034  HISTORY     - Date     Condition        Report By
 KC0034  HISTORY     - 1961     MONUMENTED       CGS
 KC0034
 KC0034                          STATION DESCRIPTION
 KC0034
 KC0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0034'7.1 MI S FROM BEARDSTOWN.
 KC0034'ABOUT 7.1 MILES SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 KC0034'WITH U.S. HIGHWAY 67 AT BEARDSTOWN, 1.0 MILE SOUTH OF A BRIDGE
 KC0034'OVER INDIAN CREEK, AT THE JUNCTION OF A PRIVATE DRIVE LEADING
 KC0034'TO A FARM HOUSE, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KC0034'28 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 10 FEET NORTH OF
 KC0034'A T FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET SOUTH
 KC0034'OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 KC0034'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KC0034'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0795 ***********************************************************************
 JB0795  DESIGNATION -  K 256
 JB0795  PID         -  JB0795
 JB0795  STATE/COUNTY-  IL/FAYETTE
 JB0795  USGS QUAD   -  PATOKA (1981)
 JB0795
 JB0795                         *CURRENT SURVEY CONTROL
 JB0795  ___________________________________________________________________
 JB0795* NAD 83(1986)-  38 51 15.     (N)    089 05 16.     (W)     SCALED    
 JB0795* NAVD 88     -       147.901  (meters)     485.24   (feet)  ADJUSTED  
 JB0795  ___________________________________________________________________
 JB0795  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JB0795  DYNAMIC HT  -         147.809 (meters)     484.94  (feet)  COMP
 JB0795  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 JB0795
 JB0795  VERT ORDER  -  FIRST     CLASS I
 JB0795
 JB0795.The horizontal coordinates were scaled from a topographic map and have
 JB0795.an estimated accuracy of +/- 6 seconds.
 JB0795
 JB0795.The orthometric height was determined by differential leveling
 JB0795.and adjusted by the National Geodetic Survey in June 1991..
 JB0795
 JB0795.The geoid height was determined by GEOID03.
 JB0795
 JB0795.The dynamic height is computed by dividing the NAVD 88
 JB0795.geopotential number by the normal gravity value computed on the
 JB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0795.degrees latitude (g = 980.6199 gals.).
 JB0795
 JB0795.The modeled gravity was interpolated from observed gravity values.
 JB0795
 JB0795;                    North         East    Units  Estimated Accuracy
 JB0795;SPC IL E     -   243,060.      234,510.      MT  (+/- 180 meters Scaled)
 JB0795
 JB0795                          SUPERSEDED SURVEY CONTROL
 JB0795
 JB0795  NGVD 29 (??/??/92)  148.014  (m)          485.61   (f) ADJ UNCH    1 1
 JB0795
 JB0795.Superseded values are not recommended for survey control.
 JB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0795.See file dsdata.txt to determine how the superseded data were derived.
 JB0795
 JB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ188026(NAD 83)
 JB0795_MARKER: DB = BENCH MARK DISK
 JB0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0795_SP_SET: CULVERT
 JB0795_STAMPING: K 256 1961
 JB0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0795
 JB0795  HISTORY     - Date     Condition        Report By
 JB0795  HISTORY     - 1961     MONUMENTED       CGS
 JB0795  HISTORY     - 1969     GOOD             NGS
 JB0795
 JB0795                          STATION DESCRIPTION
 JB0795
 JB0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0795'7 MI N FROM PATOKA.
 JB0795'ABOUT 7.0 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0795'THE POST OFFICE AT PATOKA, OR ABOUT 7.4 MILES SOUTH ALONG THE
 JB0795'ILLINOIS CENTRAL RAILROAD FROM THE CROSSING OF THE RAILROAD AND
 JB0795'THE PENNSYLVANIA RAILROAD AT VANDALIA, 0.4 MILE NORTH OF MILEPOST
 JB0795'682, 30 YARDS EAST OF THE EAST EDGE OF A 125-FOOT WOODEN RAILROAD
 JB0795'TRESTLE OVER CASSAR CREEK, 26 FEET WEST OF THE CENTER LINE OF
 JB0795'U.S. HIGHWAY 51, SET IN THE TOP OF THE SOUTH END OF THE WEST
 JB0795'CONCRETE HEADWALL OF A 30-FOOT CONCRETE CULVERT UNDER THE
 JB0795'HIGHWAY, 1.5 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND
 JB0795'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SEC 21, T 5 N,
 JB0795'R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0795 ***********************************************************************
 KB0795  DESIGNATION -  K 257
 KB0795  PID         -  KB0795
 KB0795  STATE/COUNTY-  IL/FAYETTE
 KB0795  USGS QUAD   -  RAMSEY (1982)
 KB0795
 KB0795                         *CURRENT SURVEY CONTROL
 KB0795  ___________________________________________________________________
 KB0795* NAD 83(1986)-  39 07 47.     (N)    089 06 35.     (W)     SCALED    
 KB0795* NAVD 88     -       180.317  (meters)     591.59   (feet)  ADJUSTED  
 KB0795  ___________________________________________________________________
 KB0795  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KB0795  DYNAMIC HT  -         180.208 (meters)     591.23  (feet)  COMP
 KB0795  MODELED GRAV-     980,015.1   (mgal)                       NAVD 88
 KB0795
 KB0795  VERT ORDER  -  FIRST     CLASS I
 KB0795
 KB0795.The horizontal coordinates were scaled from a topographic map and have
 KB0795.an estimated accuracy of +/- 6 seconds.
 KB0795
 KB0795.The orthometric height was determined by differential leveling
 KB0795.and adjusted by the National Geodetic Survey in June 1991..
 KB0795
 KB0795.The geoid height was determined by GEOID03.
 KB0795
 KB0795.The dynamic height is computed by dividing the NAVD 88
 KB0795.geopotential number by the normal gravity value computed on the
 KB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0795.degrees latitude (g = 980.6199 gals.).
 KB0795
 KB0795.The modeled gravity was interpolated from observed gravity values.
 KB0795
 KB0795;                    North         East    Units  Estimated Accuracy
 KB0795;SPC IL E     -   273,670.      232,870.      MT  (+/- 180 meters Scaled)
 KB0795
 KB0795                          SUPERSEDED SURVEY CONTROL
 KB0795
 KB0795  NGVD 29 (??/??/92)  180.402  (m)          591.87   (f) ADJ UNCH    1 1
 KB0795
 KB0795.Superseded values are not recommended for survey control.
 KB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0795.See file dsdata.txt to determine how the superseded data were derived.
 KB0795
 KB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ176332(NAD 83)
 KB0795_MARKER: DB = BENCH MARK DISK
 KB0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0795_STAMPING: K 257 1961
 KB0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0795+STABILITY: SURFACE MOTION
 KB0795
 KB0795  HISTORY     - Date     Condition        Report By
 KB0795  HISTORY     - 1961     MONUMENTED       CGS
 KB0795  HISTORY     - 1969     GOOD             NGS
 KB0795  HISTORY     - 1976     GOOD             NGS
 KB0795
 KB0795                          STATION DESCRIPTION
 KB0795
 KB0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0795'0.8 MI S FROM RAMSEY.
 KB0795'ABOUT 0.75 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0795'THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, 0.45 MILE SOUTH OF
 KB0795'MILEPOST 702, 31 FEET WEST OF THE WEST RAIL, 41 FEET EAST OF THE
 KB0795'CENTER LINE OF A ROAD WHICH PARALLELS THE TRACK, 27 FEET NORTH
 KB0795'OF THE EXTENDED CENTER LINE OF A ROAD WHICH LEADS WEST, 2.0 FEET
 KB0795'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT
 KB0795'2 FEET BELOW THE LEVEL OF THE ROADS, AND SET IN THE TOP OF A
 KB0795'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 KB0795'GROUND.  SEC 20, T8N, R1E.
 KB0795
 KB0795                          STATION RECOVERY (1976)
 KB0795
 KB0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0240 ***********************************************************************
 LD0240  DESIGNATION -  K 258
 LD0240  PID         -  LD0240
 LD0240  STATE/COUNTY-  IL/MASON
 LD0240  USGS QUAD   -  BATH (1981)
 LD0240
 LD0240                         *CURRENT SURVEY CONTROL
 LD0240  ___________________________________________________________________
 LD0240* NAD 83(1986)-  40 11 36.     (N)    090 08 25.     (W)     SCALED    
 LD0240* NAVD 88     -       141.441  (meters)     464.04   (feet)  ADJUSTED  
 LD0240  ___________________________________________________________________
 LD0240  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0240  DYNAMIC HT  -         141.370 (meters)     463.81  (feet)  COMP
 LD0240  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 LD0240
 LD0240  VERT ORDER  -  FIRST     CLASS II
 LD0240
 LD0240.The horizontal coordinates were scaled from a topographic map and have
 LD0240.an estimated accuracy of +/- 6 seconds.
 LD0240
 LD0240.The orthometric height was determined by differential leveling
 LD0240.and adjusted by the National Geodetic Survey in June 1991..
 LD0240
 LD0240.The geoid height was determined by GEOID03.
 LD0240
 LD0240.The dynamic height is computed by dividing the NAVD 88
 LD0240.geopotential number by the normal gravity value computed on the
 LD0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0240.degrees latitude (g = 980.6199 gals.).
 LD0240
 LD0240.The modeled gravity was interpolated from observed gravity values.
 LD0240
 LD0240;                    North         East    Units  Estimated Accuracy
 LD0240;SPC IL W     -   391,450.      702,250.      MT  (+/- 180 meters Scaled)
 LD0240
 LD0240                          SUPERSEDED SURVEY CONTROL
 LD0240
 LD0240  NGVD 29 (??/??/92)  141.537  (m)          464.36   (f) ADJ UNCH    1 2
 LD0240
 LD0240.Superseded values are not recommended for survey control.
 LD0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0240.See file dsdata.txt to determine how the superseded data were derived.
 LD0240
 LD0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE434531(NAD 83)
 LD0240_MARKER: DB = BENCH MARK DISK
 LD0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0240_SP_SET: BUILDING
 LD0240_STAMPING: K 258 1961
 LD0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LD0240+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 LD0240
 LD0240  HISTORY     - Date     Condition        Report By
 LD0240  HISTORY     - 1961     MONUMENTED       CGS
 LD0240  HISTORY     - 20050501 GOOD             ILDT
 LD0240
 LD0240                          STATION DESCRIPTION
 LD0240
 LD0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0240'0.2 MI NE FROM BATH.
 LD0240'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM THE CENTER
 LD0240'OF THE PARK IN THE TOWN OF BATH, SET VERTICALLY IN THE BRICK FACE
 LD0240'AND NEAR THE WEST CORNER OF THE BATH-LYNCHBURG COMMUNITY HIGH
 LD0240'SCHOOL NO. 505, 73.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LD0240'HIGHWAY, 1.7 FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING AND
 LD0240'2.2 FEET ABOVE THE LEVEL OF THE GROUND.
 LD0240
 LD0240                          STATION RECOVERY (2005)
 LD0240
 LD0240'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (FJH)
 LD0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1479 ***********************************************************************
 ME1479  DESIGNATION -  K 26
 ME1479  PID         -  ME1479
 ME1479  STATE/COUNTY-  IL/WILL
 ME1479  USGS QUAD   -  WILTON CENTER (1990)
 ME1479
 ME1479                         *CURRENT SURVEY CONTROL
 ME1479  ___________________________________________________________________
 ME1479* NAD 83(1986)-  41 22 17.     (N)    087 52 57.     (W)     SCALED    
 ME1479* NAVD 88     -       220.984  (meters)     725.01   (feet)  ADJUSTED  
 ME1479  ___________________________________________________________________
 ME1479  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 ME1479  DYNAMIC HT  -         220.896 (meters)     724.72  (feet)  COMP
 ME1479  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 ME1479
 ME1479  VERT ORDER  -  SECOND    CLASS 0
 ME1479
 ME1479.The horizontal coordinates were scaled from a topographic map and have
 ME1479.an estimated accuracy of +/- 6 seconds.
 ME1479
 ME1479.The orthometric height was determined by differential leveling
 ME1479.and adjusted by the National Geodetic Survey in June 1991..
 ME1479
 ME1479.The geoid height was determined by GEOID03.
 ME1479
 ME1479.The dynamic height is computed by dividing the NAVD 88
 ME1479.geopotential number by the normal gravity value computed on the
 ME1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1479.degrees latitude (g = 980.6199 gals.).
 ME1479
 ME1479.The modeled gravity was interpolated from observed gravity values.
 ME1479
 ME1479;                    North         East    Units  Estimated Accuracy
 ME1479;SPC IL E     -   522,380.      337,720.      MT  (+/- 180 meters Scaled)
 ME1479
 ME1479                          SUPERSEDED SURVEY CONTROL
 ME1479
 ME1479  NGVD 29 (??/??/92)  221.074  (m)          725.31   (f) ADJ UNCH    2 0
 ME1479
 ME1479.Superseded values are not recommended for survey control.
 ME1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1479.See file dsdata.txt to determine how the superseded data were derived.
 ME1479
 ME1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL261803(NAD 83)
 ME1479_MARKER: DB = BENCH MARK DISK
 ME1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1479_SP_SET: CULVERT
 ME1479_STAMPING: K 26 1934
 ME1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1479
 ME1479  HISTORY     - Date     Condition        Report By
 ME1479  HISTORY     - 1934     MONUMENTED       CGS
 ME1479  HISTORY     - 1954     GOOD             NGS
 ME1479  HISTORY     - 1973     MARK NOT FOUND   NGS
 ME1479
 ME1479                          STATION DESCRIPTION
 ME1479
 ME1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1479'AT ANDRES.
 ME1479'AT ANDRES, AT CROSSING OF U.S. HIGHWAY 45 AND THE CHICAGO,
 ME1479'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 41 1/2 FEET NORTH OF
 ME1479'CENTER LINE OF MAIN TRACK, 23 FEET EAST OF CENTER LINE OF
 ME1479'HIGHWAY, IN THE TOP AND 2 FEET SOUTH OF NORTH END OF EAST HEAD
 ME1479'WALL OF A 2-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY AND ABOUT
 ME1479'1 FOOT ABOVE LEVEL OF HIGHWAY.
 ME1479
 ME1479                          STATION RECOVERY (1973)
 ME1479
 ME1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0771 ***********************************************************************
 NG0771  DESIGNATION -  K 26
 NG0771  PID         -  NG0771
 NG0771  STATE/COUNTY-  IL/COOK
 NG0771  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0771
 NG0771                         *CURRENT SURVEY CONTROL
 NG0771  ___________________________________________________________________
 NG0771* NAD 83(1997)-  42 00 11.94882(N)    087 55 52.77681(W)     ADJUSTED  
 NG0771* NAVD 88     -       202.52   (+/-2cm)     664.4    (feet)  VERTCON   
 NG0771  ___________________________________________________________________
 NG0771  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 NG0771  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NG0771
 NG0771  HORZ ORDER  -  SECOND
 NG0771  VERT ORDER  -  THIRD ? (See Below)
 NG0771
 NG0771.This mark is at Chicago O'hare Intl Airport (ORD)
 NG0771
 NG0771.The horizontal coordinates were established by classical geodetic methods
 NG0771.and adjusted by the National Geodetic Survey in October 1999..
 NG0771
 NG0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0771.The vertical order pertains to the NGVD 29 superseded value.
 NG0771
 NG0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0771
 NG0771.The geoid height was determined by GEOID03.
 NG0771
 NG0771;                    North         East     Units Scale Factor Converg.
 NG0771;SPC IL E     -   592,549.450   333,304.005   MT  0.99998864   +0 16 08.5
 NG0771;SPC IL E     - 1,944,055.99  1,093,514.89   sFT  0.99998864   +0 16 08.5
 NG0771;UTM  16      - 4,650,564.224   422,873.369   MT  0.99967319   -0 37 23.7
 NG0771
 NG0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0771!SPC IL E     -   0.99997351  x   0.99998864  =   0.99996215
 NG0771!UTM  16      -   0.99997351  x   0.99967319  =   0.99964671
 NG0771
 NG0771                          SUPERSEDED SURVEY CONTROL
 NG0771
 NG0771  NAD 83(1997)-  42 00 11.94889(N)    087 55 52.77739(W) AD(       ) 2
 NG0771  NAD 83(1997)-  42 00 11.94846(N)    087 55 52.79243(W) AD(       ) 2
 NG0771  NAD 83(1986)-  42 00 11.95022(N)    087 55 52.79209(W) AD(       ) 2
 NG0771  NGVD 29 (08/23/90)  202.61   (m)          664.7    (f) LEVELING    3  
 NG0771
 NG0771.Superseded values are not recommended for survey control.
 NG0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0771.See file dsdata.txt to determine how the superseded data were derived.
 NG0771
 NG0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2287350564(NAD 83)
 NG0771_MARKER: DB = BENCH MARK DISK
 NG0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NG0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0771+STABILITY: SURFACE MOTION
 NG0771
 NG0771  HISTORY     - Date     Condition        Report By
 NG0771  HISTORY     - 1983     MONUMENTED       IL1670
 NG0771
 NG0771                          STATION DESCRIPTION
 NG0771
 NG0771'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 NG0771'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF THE CHICAGO O
 NG0771'HARE INTERNATIONAL AIRPORT, ABOUT 12 M (40 FT) EAST-SOUTHEAST OF
 NG0771'THE PERIMETER FENCE.  AN AIRPORT ESCORT IS NEEDED.
 NG0771'
 NG0771'TO REACH THE STATION FROM THE NORTH CORNER OF THE AIRPORT TANK
 NG0771'FARM, GO NORTH ACROSS OPEN FIELD FOR ABOUT 130 M (400 FT) TO
 NG0771'AIRPORT BM K 27 COC.  PACK NORTHEAST ABOUT 85 M (280 FT) TO A GATE
 NG0771'IN THE PERIMETER FENCE WHERE A RAILROAD SPUR TRACK ENTERS THE
 NG0771'AIRPORT.  PACK NORTHEAST ALONG THE FENCE FOR ABOUT 250 M (820 FT)
 NG0771'TO THE STATION, SURROUNDED BY A TRIANGULAR SHAPED GUARDRAIL.
 NG0771'
 NG0771'THE STATION IS A STANDARD COC DISK STAMPED---K-26---SET INTO THE
 NG0771'TOP OF A 0.3 M (12-INCH) CONCRETE MONUMENT THAT PROJECTS 5 CM
 NG0771'(2-INCHES).  IT IS 18.9 M (62.0 FT) SOUTH OF AN IRON FENCE POST
 NG0771'WITH CHISELED X, 17.51 M (57.46 FT) EAST OF AN IRON FENCE POST WITH
 NG0771'CHISELED X, AND 11.9 M (39.02 FT) SOUTHEAST OF AN IRON FENCE POST
 NG0771'WITH CHISELED X.
 NG0771'
 NG0771'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0554 ***********************************************************************
 KB0554  DESIGNATION -  K 260
 KB0554  PID         -  KB0554
 KB0554  STATE/COUNTY-  IL/MACON
 KB0554  USGS QUAD   -  FORSYTH (1975)
 KB0554
 KB0554                         *CURRENT SURVEY CONTROL
 KB0554  ___________________________________________________________________
 KB0554* NAD 83(1997)-  39 52 36.76940(N)    088 56 46.79064(W)     ADJUSTED  
 KB0554* NAVD 88     -       207.264  (meters)     680.00   (feet)  ADJUSTED  
 KB0554  ___________________________________________________________________
 KB0554  X           -      90,135.661 (meters)                     COMP
 KB0554  Y           -  -4,900,789.019 (meters)                     COMP
 KB0554  Z           -   4,067,616.240 (meters)                     COMP
 KB0554  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 KB0554  ELLIP HEIGHT-         175.05  (meters)          (12/06/04) GPS OBS
 KB0554  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KB0554  DYNAMIC HT  -         207.155 (meters)     679.64  (feet)  COMP
 KB0554  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 KB0554
 KB0554  HORZ ORDER  -  FIRST
 KB0554  VERT ORDER  -  FIRST     CLASS I
 KB0554  ELLP ORDER  -  FOURTH    CLASS I
 KB0554
 KB0554.The horizontal coordinates were established by GPS observations
 KB0554.and adjusted by the National Geodetic Survey in December 2002..
 KB0554
 KB0554.The orthometric height was determined by differential leveling
 KB0554.and adjusted by the National Geodetic Survey in June 1991..
 KB0554
 KB0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0554
 KB0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0554
 KB0554.The ellipsoidal height was determined by GPS observations
 KB0554.and is referenced to NAD 83.
 KB0554
 KB0554.The geoid height was determined by GEOID03.
 KB0554
 KB0554.The dynamic height is computed by dividing the NAVD 88
 KB0554.geopotential number by the normal gravity value computed on the
 KB0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0554.degrees latitude (g = 980.6199 gals.).
 KB0554
 KB0554.The modeled gravity was interpolated from observed gravity values.
 KB0554
 KB0554;                    North         East     Units Scale Factor Converg.
 KB0554;SPC IL E     -   356,510.114   247,561.027   MT  1.00000884   -0 23 34.9
 KB0554;SPC IL E     - 1,169,650.27    812,206.47   sFT  1.00000884   -0 23 34.9
 KB0554;UTM  16      - 4,415,905.181   333,558.032   MT  0.99994106   -1 14 53.4
 KB0554
 KB0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0554!SPC IL E     -   0.99997254  x   1.00000884  =   0.99998138
 KB0554!UTM  16      -   0.99997254  x   0.99994106  =   0.99991360
 KB0554
 KB0554                          SUPERSEDED SURVEY CONTROL
 KB0554
 KB0554  ELLIP H (12/18/02)  175.04   (m)                       GP(       ) 4 2
 KB0554  NGVD 29 (??/??/92)  207.344  (m)          680.26   (f) ADJ UNCH    1 1
 KB0554
 KB0554.Superseded values are not recommended for survey control.
 KB0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0554.See file dsdata.txt to determine how the superseded data were derived.
 KB0554
 KB0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3355815905(NAD 83)
 KB0554_MARKER: DB = BENCH MARK DISK
 KB0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0554_SP_SET: OVERPASS
 KB0554_STAMPING: K 260 1961
 KB0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0554+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KB0554
 KB0554  HISTORY     - Date     Condition        Report By
 KB0554  HISTORY     - 1961     MONUMENTED       CGS
 KB0554  HISTORY     - 1969     GOOD             NGS
 KB0554  HISTORY     - 1976     GOOD             NGS
 KB0554  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0554
 KB0554                          STATION DESCRIPTION
 KB0554
 KB0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0554'2.1 MI N FROM DECATUR.
 KB0554'ABOUT 2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0554'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 7 FEET WEST
 KB0554'OF THE WEST RAIL OF THE WEST SET OF TRACKS, SET IN THE TOP OF
 KB0554'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD
 KB0554'OVERPASS FOR STATE HIGHWAYS 48 AND 121 WHICH IS PERSHING ROAD,
 KB0554'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 2, T 16 N,
 KB0554'R 2 E.
 KB0554
 KB0554                          STATION RECOVERY (1976)
 KB0554
 KB0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0554'RECOVERED IN GOOD CONDITION.
 KB0554
 KB0554                          STATION RECOVERY (2000)
 KB0554
 KB0554'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0554'RECOVERED BY ZAMBRANA ENGINEERING, INC. (2000) RECOVERED IN GOOD
 KB0554'CONDITION
 KB0554'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0753 ***********************************************************************
 KB0753  DESIGNATION -  K 261
 KB0753  PID         -  KB0753
 KB0753  STATE/COUNTY-  IL/CHRISTIAN
 KB0753  USGS QUAD   -  PANA (1982)
 KB0753
 KB0753                         *CURRENT SURVEY CONTROL
 KB0753  ___________________________________________________________________
 KB0753* NAD 83(1986)-  39 24 07.     (N)    089 04 47.     (W)     SCALED    
 KB0753* NAVD 88     -       206.487  (meters)     677.45   (feet)  ADJUSTED  
 KB0753  ___________________________________________________________________
 KB0753  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0753  DYNAMIC HT  -         206.363 (meters)     677.04  (feet)  COMP
 KB0753  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 KB0753
 KB0753  VERT ORDER  -  FIRST     CLASS I
 KB0753
 KB0753.The horizontal coordinates were scaled from a topographic map and have
 KB0753.an estimated accuracy of +/- 6 seconds.
 KB0753
 KB0753.The orthometric height was determined by differential leveling
 KB0753.and adjusted by the National Geodetic Survey in June 1991..
 KB0753
 KB0753.The geoid height was determined by GEOID03.
 KB0753
 KB0753.The dynamic height is computed by dividing the NAVD 88
 KB0753.geopotential number by the normal gravity value computed on the
 KB0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0753.degrees latitude (g = 980.6199 gals.).
 KB0753
 KB0753.The modeled gravity was interpolated from observed gravity values.
 KB0753
 KB0753;                    North         East    Units  Estimated Accuracy
 KB0753;SPC IL W     -   304,150.      793,620.      MT  (+/- 180 meters Scaled)
 KB0753
 KB0753                          SUPERSEDED SURVEY CONTROL
 KB0753
 KB0753  NGVD 29 (??/??/92)  206.570  (m)          677.72   (f) ADJ UNCH    1 1
 KB0753
 KB0753.Superseded values are not recommended for survey control.
 KB0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0753.See file dsdata.txt to determine how the superseded data were derived.
 KB0753
 KB0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ209634(NAD 83)
 KB0753_MARKER: DB = BENCH MARK DISK
 KB0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0753_STAMPING: K 261 1961
 KB0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0753+STABILITY: SURFACE MOTION
 KB0753
 KB0753  HISTORY     - Date     Condition        Report By
 KB0753  HISTORY     - 1961     MONUMENTED       CGS
 KB0753  HISTORY     - 1969     GOOD             NGS
 KB0753  HISTORY     - 1976     GOOD             NGS
 KB0753
 KB0753                          STATION DESCRIPTION
 KB0753
 KB0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0753'0.8 MI N FROM PANA.
 KB0753'ABOUT 0.8 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0753'THE RAILROAD SWITCH CONTROL TOWER AT PANA, 0.45 MILE SOUTH OF
 KB0753'MILEPOST 721, 0.3 MILE NORTH OF A CROSSING OF THE RAILROAD AND
 KB0753'4TH STREET, 63 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF THE
 KB0753'MORE EASTERLY OF THE 2 NORTH CONCRETE FOUNDATIONS FOR THE LEGS
 KB0753'OF AN ABANDONED WATER TOWER, 17 FEET NORTH OF THE EXTENDED CENTER
 KB0753'LINE OF A STREET WHICH LEADS EAST, ABOUT 2 FEET BELOW THE LEVEL
 KB0753'OF THE TRACK, AND ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND.
 KB0753'SEC 15, T11N, R1E.
 KB0753
 KB0753                          STATION RECOVERY (1976)
 KB0753
 KB0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0560 ***********************************************************************
 KB0560  DESIGNATION -  K 262
 KB0560  PID         -  KB0560
 KB0560  STATE/COUNTY-  IL/MACON
 KB0560  USGS QUAD   -  DECATUR (1975)
 KB0560
 KB0560                         *CURRENT SURVEY CONTROL
 KB0560  ___________________________________________________________________
 KB0560* NAD 83(1986)-  39 50 47.     (N)    088 56 09.     (W)     SCALED    
 KB0560* NAVD 88     -       203.913  (meters)     669.00   (feet)  ADJUSTED  
 KB0560  ___________________________________________________________________
 KB0560  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KB0560  DYNAMIC HT  -         203.804 (meters)     668.65  (feet)  COMP
 KB0560  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 KB0560
 KB0560  VERT ORDER  -  FIRST     CLASS II
 KB0560
 KB0560.The horizontal coordinates were scaled from a topographic map and have
 KB0560.an estimated accuracy of +/- 6 seconds.
 KB0560
 KB0560.The orthometric height was determined by differential leveling
 KB0560.and adjusted by the National Geodetic Survey in June 1991..
 KB0560
 KB0560.The geoid height was determined by GEOID03.
 KB0560
 KB0560.The dynamic height is computed by dividing the NAVD 88
 KB0560.geopotential number by the normal gravity value computed on the
 KB0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0560.degrees latitude (g = 980.6199 gals.).
 KB0560
 KB0560.The modeled gravity was interpolated from observed gravity values.
 KB0560
 KB0560;                    North         East    Units  Estimated Accuracy
 KB0560;SPC IL E     -   353,120.      248,440.      MT  (+/- 180 meters Scaled)
 KB0560
 KB0560                          SUPERSEDED SURVEY CONTROL
 KB0560
 KB0560  NGVD 29 (??/??/92)  203.992  (m)          669.26   (f) ADJ UNCH    1 2
 KB0560
 KB0560.Superseded values are not recommended for survey control.
 KB0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0560.See file dsdata.txt to determine how the superseded data were derived.
 KB0560
 KB0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK343125(NAD 83)
 KB0560_MARKER: DB = BENCH MARK DISK
 KB0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0560_SP_SET: BRICK FACE
 KB0560_STAMPING: K 262 1961
 KB0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0560
 KB0560  HISTORY     - Date     Condition        Report By
 KB0560  HISTORY     - 1961     MONUMENTED       CGS
 KB0560  HISTORY     - 1969     GOOD             NGS
 KB0560  HISTORY     - 1976     GOOD             NGS
 KB0560  HISTORY     - 1987     GOOD             USPSQD
 KB0560  HISTORY     - 1989     GOOD             USPSQD
 KB0560
 KB0560                          STATION DESCRIPTION
 KB0560
 KB0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0560'0.6 MI E FROM DECATUR.
 KB0560'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0560'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, THENCE 0.55
 KB0560'MILE EAST ALONG ELDORADO STREET WHICH IS U.S. HIGHWAY 36, 17
 KB0560'FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY, SET VERTICALLY IN
 KB0560'THE EAST BRICK FACE AND 1.3 FEET SOUTH OF THE NORTHEAST CORNER
 KB0560'OF THE SOY CAPITAL BANK BUILDING, 180 FEET WEST OF THE WEST CURB
 KB0560'OF N. 16TH STREET, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 KB0560'GROUND.  SEC 13, T 16 N, R 2 E.
 KB0560
 KB0560                          STATION RECOVERY (1976)
 KB0560
 KB0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0560'RECOVERED IN GOOD CONDITION.
 KB0560
 KB0560                          STATION RECOVERY (1987)
 KB0560
 KB0560'RECOVERY NOTE BY US POWER SQUADRON 1987 (PFS)
 KB0560'RECOVERED IN GOOD CONDITION.
 KB0560
 KB0560                          STATION RECOVERY (1989)
 KB0560
 KB0560'RECOVERY NOTE BY US POWER SQUADRON 1989 (DMD)
 KB0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0602 ***********************************************************************
 KB0602  DESIGNATION -  K 263
 KB0602  PID         -  KB0602
 KB0602  STATE/COUNTY-  IL/SHELBY
 KB0602  USGS QUAD   -  MACON EAST (1983)
 KB0602
 KB0602                         *CURRENT SURVEY CONTROL
 KB0602  ___________________________________________________________________
 KB0602* NAD 83(1986)-  39 39 11.     (N)    088 58 28.     (W)     SCALED    
 KB0602* NAVD 88     -       200.382  (meters)     657.42   (feet)  ADJUSTED  
 KB0602  ___________________________________________________________________
 KB0602  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KB0602  DYNAMIC HT  -         200.269 (meters)     657.05  (feet)  COMP
 KB0602  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 KB0602
 KB0602  VERT ORDER  -  FIRST     CLASS II
 KB0602
 KB0602.The horizontal coordinates were scaled from a topographic map and have
 KB0602.an estimated accuracy of +/- 6 seconds.
 KB0602
 KB0602.The orthometric height was determined by differential leveling
 KB0602.and adjusted by the National Geodetic Survey in June 1991..
 KB0602
 KB0602.The geoid height was determined by GEOID03.
 KB0602
 KB0602.The dynamic height is computed by dividing the NAVD 88
 KB0602.geopotential number by the normal gravity value computed on the
 KB0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0602.degrees latitude (g = 980.6199 gals.).
 KB0602
 KB0602.The modeled gravity was interpolated from observed gravity values.
 KB0602
 KB0602;                    North         East    Units  Estimated Accuracy
 KB0602;SPC IL E     -   331,680.      244,980.      MT  (+/- 180 meters Scaled)
 KB0602
 KB0602                          SUPERSEDED SURVEY CONTROL
 KB0602
 KB0602  NGVD 29 (??/??/92)  200.467  (m)          657.70   (f) ADJ UNCH    1 2
 KB0602
 KB0602.Superseded values are not recommended for survey control.
 KB0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0602.See file dsdata.txt to determine how the superseded data were derived.
 KB0602
 KB0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ306911(NAD 83)
 KB0602_MARKER: DB = BENCH MARK DISK
 KB0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0602_STAMPING: K 263 1961
 KB0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0602+STABILITY: SURFACE MOTION
 KB0602
 KB0602  HISTORY     - Date     Condition        Report By
 KB0602  HISTORY     - 1961     MONUMENTED       CGS
 KB0602  HISTORY     - 1969     GOOD             NGS
 KB0602  HISTORY     - 1976     GOOD             NGS
 KB0602
 KB0602                          STATION DESCRIPTION
 KB0602
 KB0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KB0602'4.1 MI NE FROM MOWEAQUA.
 KB0602'ABOUT 2.05 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0602'THE STATION AT MOWEAQUA, THENCE 2.05 MILES EAST ALONG THE
 KB0602'MACON-SHELBY COUNTY LINE ROAD, AT THE HILVETY AIRPORT, AT THE
 KB0602'SOUTHWEST CORNER OF A HANGAR, 3.4 FEET NORTHWEST OF THE SOUTHWEST
 KB0602'CORNER OF HANGAR, 8 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 KB0602'OF AN OUTSIDE TOILET, 197 FEET SOUTHWEST OF BENCH MARK J 263
 KB0602'DESCRIBED, 173 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 KB0602'RUNWAY, 2 FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP
 KB0602'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 KB0602'GROUND.
 KB0602
 KB0602                          STATION RECOVERY (1969)
 KB0602
 KB0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KB0602'RECOVERED IN GOOD CONDITION.
 KB0602
 KB0602                          STATION RECOVERY (1976)
 KB0602
 KB0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1627 ***********************************************************************
 ME1627  DESIGNATION -  K 266
 ME1627  PID         -  ME1627
 ME1627  STATE/COUNTY-  IL/COOK
 ME1627  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1627
 ME1627                         *CURRENT SURVEY CONTROL
 ME1627  ___________________________________________________________________
 ME1627* NAD 83(1986)-  41 54 47.     (N)    087 37 57.     (W)     SCALED    
 ME1627* NAVD 88     -       182.143  (meters)     597.58   (feet)  ADJUSTED  
 ME1627  ___________________________________________________________________
 ME1627  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME1627  DYNAMIC HT  -         182.081 (meters)     597.38  (feet)  COMP
 ME1627  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 ME1627
 ME1627  VERT ORDER  -  FIRST     CLASS 0
 ME1627
 ME1627.The horizontal coordinates were scaled from a topographic map and have
 ME1627.an estimated accuracy of +/- 6 seconds.
 ME1627
 ME1627.The orthometric height was determined by differential leveling
 ME1627.and adjusted by the National Geodetic Survey in June 1991..
 ME1627
 ME1627.The geoid height was determined by GEOID03.
 ME1627
 ME1627.The dynamic height is computed by dividing the NAVD 88
 ME1627.geopotential number by the normal gravity value computed on the
 ME1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1627.degrees latitude (g = 980.6199 gals.).
 ME1627
 ME1627.The modeled gravity was interpolated from observed gravity values.
 ME1627
 ME1627;                    North         East    Units  Estimated Accuracy
 ME1627;SPC IL E     -   582,680.      358,140.      MT  (+/- 180 meters Scaled)
 ME1627
 ME1627                          SUPERSEDED SURVEY CONTROL
 ME1627
 ME1627  NGVD 29 (??/??/92)  182.228  (m)          597.86   (f) ADJ UNCH    1 0
 ME1627
 ME1627.Superseded values are not recommended for survey control.
 ME1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1627.See file dsdata.txt to determine how the superseded data were derived.
 ME1627
 ME1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM475403(NAD 83)
 ME1627_MARKER: DB = BENCH MARK DISK
 ME1627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1627_SP_SET: 53 FEET
 ME1627_STAMPING: K 266 1969
 ME1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1627
 ME1627  HISTORY     - Date     Condition        Report By
 ME1627  HISTORY     - 1969     MONUMENTED       CGS
 ME1627  HISTORY     - 1973     GOOD             NGS
 ME1627  HISTORY     - 1977     GOOD             NGS
 ME1627  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1627  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1627  HISTORY     - 19891014 MARK NOT FOUND   USPSQD
 ME1627
 ME1627                          STATION DESCRIPTION
 ME1627
 ME1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME1627'3.3 MI N FROM CHICAGO.
 ME1627'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1627'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH
 ME1627'ALONG LAKE SHORE DRIVE, THENCE 0.25 MILE WEST ALONG W. NORTH
 ME1627'BOULEVARD, AT THE INTERSECTION OF THE BOULEVARD AND N. DEARBORN
 ME1627'DRIVE, 26 1/2 FEET NORTH OF THE NORTH CURB OF THE BOULEVARD,
 ME1627'5 1/2 FEET EAST OF THE EAST CURB OF THE DRIVE, 6 FEET WEST
 ME1627'OF THE WEST EDGE OF A SIDEWALK, 6 1/2 FEET NORTHEAST OF A POST
 ME1627'WHICH BEARS A STREET LIGHT, ABOUT LEVEL WITH THE BOULEVARD AND
 ME1627'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 ME1627'DEPTH OF 53 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH
 ME1627'IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 ME1627
 ME1627                          STATION RECOVERY (1973)
 ME1627
 ME1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1627'2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM ILLINOIS CENTRAL RAILROAD
 ME1627'STATION AT CHICAGO, THENCE 0.7 MILE NORTH ALONG LAKE SHORE DRIVE
 ME1627'THENCE 0.25 MILE WEST ALONG WEST NORTH AVENUE AT INTERSECTION WITH
 ME1627'NORTH DEARBORN DRIVE, 26.5 FEET NORTH OF NORTH CURB OF WEST NORTH
 ME1627'AVENUE, 6.5 FEET NORTHEAST OF LIGHT POLE, 6 FEET WEST OF WEST EDGE OF
 ME1627'SIDEWALK, 5.5 FEET EAST OF EAST CURB OF DRIVE.  A C AND GS DISK ON TOP
 ME1627'OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF T 53 FEET AND
 ME1627'ENCASED IN A 6 INCH IRON PIPE WHICH IS FLUSH WITH THE GROUND.  SEC 34,
 ME1627'T 40N, R 14E.
 ME1627
 ME1627                          STATION RECOVERY (1977)
 ME1627
 ME1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1627'RECOVERED IN GOOD CONDITION.
 ME1627
 ME1627                          STATION RECOVERY (1987)
 ME1627
 ME1627'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1627'MARK NOT FOUND.
 ME1627
 ME1627                          STATION RECOVERY (1987)
 ME1627
 ME1627'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1627'MARK NOT FOUND.
 ME1627
 ME1627                          STATION RECOVERY (1989)
 ME1627
 ME1627'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0065 ***********************************************************************
 NH0065  DESIGNATION -  K 267
 NH0065  PID         -  NH0065
 NH0065  STATE/COUNTY-  IL/KANE
 NH0065  USGS QUAD   -  ELGIN (1992)
 NH0065
 NH0065                         *CURRENT SURVEY CONTROL
 NH0065  ___________________________________________________________________
 NH0065* NAD 83(1986)-  42 02 19.     (N)    088 21 49.     (W)     SCALED    
 NH0065* NAVD 88     -       274.799  (meters)     901.57   (feet)  ADJUSTED  
 NH0065  ___________________________________________________________________
 NH0065  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0065  DYNAMIC HT  -         274.703 (meters)     901.25  (feet)  COMP
 NH0065  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NH0065
 NH0065  VERT ORDER  -  FIRST     CLASS I
 NH0065
 NH0065.The horizontal coordinates were scaled from a topographic map and have
 NH0065.an estimated accuracy of +/- 6 seconds.
 NH0065
 NH0065.The orthometric height was determined by differential leveling
 NH0065.and adjusted by the National Geodetic Survey in June 1991..
 NH0065
 NH0065.The geoid height was determined by GEOID03.
 NH0065
 NH0065.The dynamic height is computed by dividing the NAVD 88
 NH0065.geopotential number by the normal gravity value computed on the
 NH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0065.degrees latitude (g = 980.6199 gals.).
 NH0065
 NH0065.The modeled gravity was interpolated from observed gravity values.
 NH0065
 NH0065;                    North         East    Units  Estimated Accuracy
 NH0065;SPC IL E     -   596,390.      297,490.      MT  (+/- 180 meters Scaled)
 NH0065
 NH0065                          SUPERSEDED SURVEY CONTROL
 NH0065
 NH0065  NGVD 29 (??/??/92)  274.868  (m)          901.80   (f) ADJ UNCH    1 1
 NH0065
 NH0065.Superseded values are not recommended for survey control.
 NH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0065.See file dsdata.txt to determine how the superseded data were derived.
 NH0065
 NH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM871549(NAD 83)
 NH0065_MARKER: DB = BENCH MARK DISK
 NH0065_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0065_SP_SET: 59 FEET
 NH0065_STAMPING: K 267 1969
 NH0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0065
 NH0065  HISTORY     - Date     Condition        Report By
 NH0065  HISTORY     - 1969     MONUMENTED       CGS
 NH0065  HISTORY     - 1990     POOR             USPSQD
 NH0065  HISTORY     - 19980511 MARK NOT FOUND   USPSQD
 NH0065
 NH0065                          STATION DESCRIPTION
 NH0065
 NH0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0065'0.8 MI E FROM UDINA.
 NH0065'ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE NORTHEAST
 NH0065'CORNER OF THE UDINA CEMETERY AT UDINA, IN SECTION 18, T 41 N,
 NH0065'R 8 E, 129 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28
 NH0065'FEET EAST OF THE CENTER LINE OF NESTLER ROAD, 32 FEET NORTH
 NH0065'OF A 24-INCH BOX ELDER TREE, 23 FEET SOUTH OF A 24-INCH BOX
 NH0065'ELDER TREE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 NH0065'WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 NH0065'THAT IS DRIVEN TO A DEPTH OF 59 FEET AND IS ENCASED IN A 6-INCH
 NH0065'TILE WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 NH0065
 NH0065                          STATION RECOVERY (1990)
 NH0065
 NH0065'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0065'MARK RECOVERED IN POOR CONDITION.
 NH0065
 NH0065                          STATION RECOVERY (1998)
 NH0065
 NH0065'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0693 ***********************************************************************
 NH0693  DESIGNATION -  K 268
 NH0693  PID         -  NH0693
 NH0693  STATE/COUNTY-  IL/CARROLL
 NH0693  USGS QUAD   -  MT CARROLL (1985)
 NH0693
 NH0693                         *CURRENT SURVEY CONTROL
 NH0693  ___________________________________________________________________
 NH0693* NAD 83(1986)-  42 04 47.     (N)    089 55 02.     (W)     SCALED    
 NH0693* NAVD 88     -       250.465  (meters)     821.73   (feet)  ADJUSTED  
 NH0693  ___________________________________________________________________
 NH0693  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NH0693  DYNAMIC HT  -         250.379 (meters)     821.45  (feet)  COMP
 NH0693  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 NH0693
 NH0693  VERT ORDER  -  FIRST     CLASS I
 NH0693
 NH0693.The horizontal coordinates were scaled from a topographic map and have
 NH0693.an estimated accuracy of +/- 6 seconds.
 NH0693
 NH0693.The orthometric height was determined by differential leveling
 NH0693.and adjusted by the National Geodetic Survey in June 1991..
 NH0693
 NH0693.The geoid height was determined by GEOID03.
 NH0693
 NH0693.The dynamic height is computed by dividing the NAVD 88
 NH0693.geopotential number by the normal gravity value computed on the
 NH0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0693.degrees latitude (g = 980.6199 gals.).
 NH0693
 NH0693.The modeled gravity was interpolated from observed gravity values.
 NH0693
 NH0693;                    North         East    Units  Estimated Accuracy
 NH0693;SPC IL W     -   600,970.      720,640.      MT  (+/- 180 meters Scaled)
 NH0693
 NH0693                          SUPERSEDED SURVEY CONTROL
 NH0693
 NH0693  NGVD 29 (??/??/92)  250.497  (m)          821.84   (f) ADJ UNCH    1 1
 NH0693
 NH0693.Superseded values are not recommended for survey control.
 NH0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0693.See file dsdata.txt to determine how the superseded data were derived.
 NH0693
 NH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM586627(NAD 83)
 NH0693_MARKER: DB = BENCH MARK DISK
 NH0693_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0693_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0693_STAMPING: K 268 1970
 NH0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0693
 NH0693  HISTORY     - Date     Condition        Report By
 NH0693  HISTORY     - 1970     MONUMENTED       NGS
 NH0693  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0693
 NH0693                          STATION DESCRIPTION
 NH0693
 NH0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0693'4.5 MI E FROM MT CARROLL.
 NH0693'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 78 FROM THE
 NH0693'COURTHOUSE AT MT. CARROLL, THENCE 1.25 MILES EAST ALONG STATE
 NH0693'HIGHWAY 88, THENCE 1.85 MILES EAST ALONG A PAVED AND A GRAVELED
 NH0693'ROAD, OR ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE
 NH0693'POST OFFICE AT LANARK, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 NH0693'ROAD, THENCE 4.45 MILES WEST ALONG A GRAVELED ROAD, ON THE
 NH0693'PROPERTY OF MR. EARL F. SMITH, 40 FEET SOUTH OF THE CENTER LINE
 NH0693'OF THE ROAD, 63 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR.
 NH0693'SMITHS 2-STORY FARM HOUSE, 30 FEET WEST OF THE CENTER LINE OF
 NH0693'A PRIVATE DRIVEWAY, 5.2 FEET SOUTH OF THE NORTHEAST CORNER
 NH0693'FENCE POST FOR A FENCE AROUND MR. SMITHS LAWN, 0.8 FOOT EAST OF A
 NH0693'FENCE, ABOUT LEVEL WITH THE ROAD, AND BRAZED ON THE TOP OF A
 NH0693'3-INCH IRON POST PROJECTING 2 INCHES.  SECTION 16, T24N,
 NH0693'R5E.
 NH0693
 NH0693                          STATION RECOVERY (1987)
 NH0693
 NH0693'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0846 ***********************************************************************
 LC0846  DESIGNATION -  K 269
 LC0846  PID         -  LC0846
 LC0846  STATE/COUNTY-  IL/WOODFORD
 LC0846  USGS QUAD   -  BENSON (1995)
 LC0846
 LC0846                         *CURRENT SURVEY CONTROL
 LC0846  ___________________________________________________________________
 LC0846* NAD 83(1986)-  40 51 51.     (N)    089 00 13.     (W)     SCALED    
 LC0846* NAVD 88     -       222.676  (meters)     730.56   (feet)  ADJUSTED  
 LC0846  ___________________________________________________________________
 LC0846  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LC0846  DYNAMIC HT  -         222.579 (meters)     730.24  (feet)  COMP
 LC0846  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 LC0846
 LC0846  VERT ORDER  -  FIRST     CLASS I
 LC0846
 LC0846.The horizontal coordinates were scaled from a topographic map and have
 LC0846.an estimated accuracy of +/- 6 seconds.
 LC0846
 LC0846.The orthometric height was determined by differential leveling
 LC0846.and adjusted by the National Geodetic Survey in June 1991..
 LC0846
 LC0846.The geoid height was determined by GEOID03.
 LC0846
 LC0846.The dynamic height is computed by dividing the NAVD 88
 LC0846.geopotential number by the normal gravity value computed on the
 LC0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0846.degrees latitude (g = 980.6199 gals.).
 LC0846
 LC0846.The modeled gravity was interpolated from observed gravity values.
 LC0846
 LC0846;                    North         East    Units  Estimated Accuracy
 LC0846;SPC IL W     -   466,590.      798,050.      MT  (+/- 180 meters Scaled)
 LC0846
 LC0846                          SUPERSEDED SURVEY CONTROL
 LC0846
 LC0846  NGVD 29 (??/??/92)  222.729  (m)          730.74   (f) ADJ UNCH    1 1
 LC0846
 LC0846.Superseded values are not recommended for survey control.
 LC0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0846.See file dsdata.txt to determine how the superseded data were derived.
 LC0846
 LC0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL311256(NAD 83)
 LC0846_MARKER: DB = BENCH MARK DISK
 LC0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0846_STAMPING: K 269 1969
 LC0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0846+STABILITY: SURFACE MOTION
 LC0846
 LC0846  HISTORY     - Date     Condition        Report By
 LC0846  HISTORY     - 1969     MONUMENTED       CGS
 LC0846  HISTORY     - 19981014 GOOD             USPSQD
 LC0846
 LC0846                          STATION DESCRIPTION
 LC0846
 LC0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0846'4 MI SE FROM MINONK.
 LC0846'ABOUT 2.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0846'THE STATION AT MINONK, THENCE 1.1 MILES EAST ALONG STATE HIGHWAY 116,
 LC0846'THENCE 0.25 MILE SOUTH ALONG A PAVED ROAD, THENCE 0.25 MILE EAST
 LC0846'ALONG A PRIVATE ROAD TO THE A.P. JANNSEN AIRPORT, 90 FEET SOUTHEAST
 LC0846'OF THE SOUTHEAST CORNER OF A FARMHOUSE, SET IN THE TOP OF THE
 LC0846'SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR AN UNDERGROUND PRESSURE
 LC0846'PUMP AND TANK, 7.8 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER
 LC0846'OF A GARAGE, 3 1/2 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST LEG OF A
 LC0846'STEEL WINDMILL TOWER, AND ABOUT 14 INCHES ABOVE THE SURFACE OF THE
 LC0846'GROUND.
 LC0846
 LC0846                          STATION RECOVERY (1998)
 LC0846
 LC0846'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1441 ***********************************************************************
 ME1441  DESIGNATION -  K 27
 ME1441  PID         -  ME1441
 ME1441  STATE/COUNTY-  IL/COOK
 ME1441  USGS QUAD   -  DYER (1990)
 ME1441
 ME1441                         *CURRENT SURVEY CONTROL
 ME1441  ___________________________________________________________________
 ME1441* NAD 83(1986)-  41 29 55.     (N)    087 31 43.     (W)     SCALED    
 ME1441* NAVD 88     -       192.040  (meters)     630.05   (feet)  ADJUSTED  
 ME1441  ___________________________________________________________________
 ME1441  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1441  DYNAMIC HT  -         191.965 (meters)     629.81  (feet)  COMP
 ME1441  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 ME1441
 ME1441  VERT ORDER  -  SECOND    CLASS 0
 ME1441
 ME1441.The horizontal coordinates were scaled from a topographic map and have
 ME1441.an estimated accuracy of +/- 6 seconds.
 ME1441
 ME1441.The orthometric height was determined by differential leveling
 ME1441.and adjusted by the National Geodetic Survey in June 1991..
 ME1441
 ME1441.The geoid height was determined by GEOID03.
 ME1441
 ME1441.The dynamic height is computed by dividing the NAVD 88
 ME1441.geopotential number by the normal gravity value computed on the
 ME1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1441.degrees latitude (g = 980.6199 gals.).
 ME1441
 ME1441.The modeled gravity was interpolated from observed gravity values.
 ME1441
 ME1441;                    North         East    Units  Estimated Accuracy
 ME1441;SPC IL E     -   536,730.      367,190.      MT  (+/- 180 meters Scaled)
 ME1441
 ME1441                          SUPERSEDED SURVEY CONTROL
 ME1441
 ME1441  NGVD 29 (??/??/92)  192.133  (m)          630.36   (f) ADJ UNCH    2 0
 ME1441
 ME1441.Superseded values are not recommended for survey control.
 ME1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1441.See file dsdata.txt to determine how the superseded data were derived.
 ME1441
 ME1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL558942(NAD 83)
 ME1441_MARKER: DB = BENCH MARK DISK
 ME1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1441_STAMPING: K 27 1934
 ME1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1441+STABILITY: SURFACE MOTION
 ME1441
 ME1441  HISTORY     - Date     Condition        Report By
 ME1441  HISTORY     - 1934     MONUMENTED       CGS
 ME1441  HISTORY     - 1969     GOOD             NGS
 ME1441  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 ME1441  HISTORY     - 19880728 MARK NOT FOUND   USGS
 ME1441
 ME1441                          STATION DESCRIPTION
 ME1441
 ME1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME1441'0.4 MI W FROM DYER.
 ME1441'IN COOK COUNTY, ILLINOIS, 0.4 MILE WEST ALONG THE MICHIGAN
 ME1441'CENTRAL RAILROAD FROM THE STATION AT DYER, LAKE COUNTY, INDIANA,
 ME1441'AT THE CROSSING OF LINCOLN HIGHWAY (U.S. HIGHWAY 30), 41 FEET
 ME1441'EAST OF THE CENTERLINE OF THE HIGHWAY, 46 FEET SOUTH OF THE
 ME1441'CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE RAIL.
 ME1441'A STANDARD DISK, STAMPED K 27 1934 AND SET IN THE TOP OF A
 ME1441'CONCRETE POST.
 ME1441
 ME1441                          STATION RECOVERY (1969)
 ME1441
 ME1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME1441'RECOVERED IN GOOD CONDITION.
 ME1441
 ME1441                          STATION RECOVERY (1979)
 ME1441
 ME1441'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 ME1441'MARK NOT FOUND.
 ME1441
 ME1441                          STATION RECOVERY (1988)
 ME1441
 ME1441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (LCR)
 ME1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0772 ***********************************************************************
 NG0772  DESIGNATION -  K 27
 NG0772  PID         -  NG0772
 NG0772  STATE/COUNTY-  IL/COOK
 NG0772  USGS QUAD   -  ARLINGTON HEIGHTS (1995)
 NG0772
 NG0772                         *CURRENT SURVEY CONTROL
 NG0772  ___________________________________________________________________
 NG0772* NAD 83(1997)-  42 00 03.84788(N)    087 56 01.11654(W)     ADJUSTED  
 NG0772* NAVD 88     -       205.21   (+/-2cm)     673.3    (feet)  VERTCON   
 NG0772  ___________________________________________________________________
 NG0772  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 NG0772  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NG0772
 NG0772  HORZ ORDER  -  SECOND
 NG0772  VERT ORDER  -  THIRD ? (See Below)
 NG0772
 NG0772.This mark is at Chicago O'hare Intl Airport (ORD)
 NG0772
 NG0772.The horizontal coordinates were established by classical geodetic methods
 NG0772.and adjusted by the National Geodetic Survey in October 1999..
 NG0772
 NG0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0772.The vertical order pertains to the NGVD 29 superseded value.
 NG0772
 NG0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0772
 NG0772.The geoid height was determined by GEOID03.
 NG0772
 NG0772;                    North         East     Units Scale Factor Converg.
 NG0772;SPC IL E     -   592,298.613   333,113.255   MT  0.99998849   +0 16 02.8
 NG0772;SPC IL E     - 1,943,233.03  1,092,889.07   sFT  0.99998849   +0 16 02.8
 NG0772;UTM  16      - 4,650,316.466   422,678.797   MT  0.99967356   -0 37 29.2
 NG0772
 NG0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0772!SPC IL E     -   0.99997309  x   0.99998849  =   0.99996158
 NG0772!UTM  16      -   0.99997309  x   0.99967356  =   0.99964665
 NG0772
 NG0772|---------------------------------------------------------------------|
 NG0772| PID    Reference Object                     Distance      Geod. Az  |
 NG0772|                                                           dddmmss.s |
 NG0772| NG0767 B 6                                 132.148 METERS 02038     |
 NG0772| ME3238 B 5                                 APPROX. 0.6 KM 1914440.5 |
 NG0772|---------------------------------------------------------------------|
 NG0772
 NG0772                          SUPERSEDED SURVEY CONTROL
 NG0772
 NG0772  NAD 83(1997)-  42 00 03.84794(N)    087 56 01.11712(W) AD(       ) 2
 NG0772  NAD 83(1997)-  42 00 03.84749(N)    087 56 01.13209(W) AD(       ) 2
 NG0772  NAD 83(1986)-  42 00 03.84921(N)    087 56 01.13177(W) AD(       ) 2
 NG0772  NGVD 29 (08/23/90)  205.30   (m)          673.6    (f) LEVELING    3  
 NG0772
 NG0772.Superseded values are not recommended for survey control.
 NG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0772.See file dsdata.txt to determine how the superseded data were derived.
 NG0772
 NG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2267950316(NAD 83)
 NG0772_MARKER: DB = BENCH MARK DISK
 NG0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NG0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0772+STABILITY: SURFACE MOTION
 NG0772
 NG0772  HISTORY     - Date     Condition        Report By
 NG0772  HISTORY     - 1983     MONUMENTED       IL1670
 NG0772
 NG0772                          STATION DESCRIPTION
 NG0772
 NG0772'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 NG0772'THE STATION IS LOCATED ALONG THE NORTHWEST EDGE OF CHICAGO O HARE
 NG0772'INTERNATIONAL AIRPORT, ABOUT 36.5 M (120 FT) SOUTHEAST OF THE
 NG0772'PERIMETER FENCE.  AN AIRPORT ESCORT IS NEEDED.
 NG0772'
 NG0772'TO REACH THE STATION FROM THE NORTH CORNER OF THE AIRPORT TANK FARM
 NG0772'FENCE, GO NORTH ACROSS OPEN GRASSY FIELD FOR ABOUT 130 M (400 FT)
 NG0772'TO THE STATION, SURROUNDED BY A TRIANGULAR SHAPED GUARDRAIL.
 NG0772'
 NG0772'THE STATION IS A STANDARD COC DISK STAMPED---K-27---SET INTO THE
 NG0772'TOP OF A 0.3 M (12 INCH) CONCRETE MONUMENT THAT PROJECTS 5 CM (2
 NG0772'INCHES) ABOVE THE SURFACE.  IT IS 36.5 M (120 FT) SOUTHEAST OF THE
 NG0772'PERIMETER FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0803 ***********************************************************************
 HB0803  DESIGNATION -  K 270
 HB0803  PID         -  HB0803
 HB0803  STATE/COUNTY-  IL/UNION
 HB0803  USGS QUAD   -  DONGOLA (1996)
 HB0803
 HB0803                         *CURRENT SURVEY CONTROL
 HB0803  ___________________________________________________________________
 HB0803* NAD 83(1986)-  37 22 10.     (N)    089 10 10.     (W)     SCALED    
 HB0803* NAVD 88     -       126.035  (meters)     413.50   (feet)  ADJUSTED  
 HB0803  ___________________________________________________________________
 HB0803  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HB0803  DYNAMIC HT  -         125.945 (meters)     413.20  (feet)  COMP
 HB0803  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 HB0803
 HB0803  VERT ORDER  -  FIRST     CLASS I
 HB0803
 HB0803.The horizontal coordinates were scaled from a topographic map and have
 HB0803.an estimated accuracy of +/- 6 seconds.
 HB0803
 HB0803.The orthometric height was determined by differential leveling
 HB0803.and adjusted by the National Geodetic Survey in June 1991..
 HB0803
 HB0803.The geoid height was determined by GEOID03.
 HB0803
 HB0803.The dynamic height is computed by dividing the NAVD 88
 HB0803.geopotential number by the normal gravity value computed on the
 HB0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0803.degrees latitude (g = 980.6199 gals.).
 HB0803
 HB0803.The modeled gravity was interpolated from observed gravity values.
 HB0803
 HB0803;                    North         East    Units  Estimated Accuracy
 HB0803;SPC IL W     -    78,460.      788,330.      MT  (+/- 180 meters Scaled)
 HB0803
 HB0803                          SUPERSEDED SURVEY CONTROL
 HB0803
 HB0803  NGVD 29 (??/??/??)  126.014  (m)          413.43   (f) ADJUSTED    1 1
 HB0803
 HB0803.Superseded values are not recommended for survey control.
 HB0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0803.See file dsdata.txt to determine how the superseded data were derived.
 HB0803
 HB0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG078380(NAD 83)
 HB0803_MARKER: DB = BENCH MARK DISK
 HB0803_SETTING: 66 = SET IN ROCK OUTCROP
 HB0803_SP_SET: ROCK LEDGE
 HB0803_STAMPING: K 270 1969
 HB0803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0803+STABILITY: POSITION/ELEVATION WELL
 HB0803
 HB0803  HISTORY     - Date     Condition        Report By
 HB0803  HISTORY     - 1969     MONUMENTED       CGS
 HB0803
 HB0803                          STATION DESCRIPTION
 HB0803
 HB0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0803'0.6 MI N FROM DONGOLA.
 HB0803'ABOUT 0.65 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0803'THE STATION AT DONGOLA, 15 POLES SOUTH OF MILEPOST 337, 17 1/2
 HB0803'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 HB0803'SET IN THE TOP OF A ROCK LEDGE WHICH IS ON A 4- X 5-FOOT ROCK
 HB0803'OUTCROP, 12 1/2 RAILS NORTHWEST OF A CONCRETE WHISTLE SIGN,
 HB0803'44 1/2 FEET SOUTHWEST OF THE MORE WESTERLY OF TWO POWER POLES,
 HB0803'13 1/2 FEET WEST OF A TELEPHONE POLE, AND ABOUT 5 FEET ABOVE
 HB0803'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0655 ***********************************************************************
 NH0655  DESIGNATION -  K 271
 NH0655  PID         -  NH0655
 NH0655  STATE/COUNTY-  IL/OGLE
 NH0655  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0655
 NH0655                         *CURRENT SURVEY CONTROL
 NH0655  ___________________________________________________________________
 NH0655* NAD 83(1986)-  42 07 42.     (N)    089 31 00.     (W)     SCALED    
 NH0655* NAVD 88     -       263.979  (meters)     866.07   (feet)  ADJUSTED  
 NH0655  ___________________________________________________________________
 NH0655  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NH0655  DYNAMIC HT  -         263.891 (meters)     865.78  (feet)  COMP
 NH0655  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 NH0655
 NH0655  VERT ORDER  -  FIRST     CLASS I
 NH0655
 NH0655.The horizontal coordinates were scaled from a topographic map and have
 NH0655.an estimated accuracy of +/- 6 seconds.
 NH0655
 NH0655.The orthometric height was determined by differential leveling
 NH0655.and adjusted by the National Geodetic Survey in June 1991..
 NH0655
 NH0655.The geoid height was determined by GEOID03.
 NH0655
 NH0655.The dynamic height is computed by dividing the NAVD 88
 NH0655.geopotential number by the normal gravity value computed on the
 NH0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0655.degrees latitude (g = 980.6199 gals.).
 NH0655
 NH0655.The modeled gravity was interpolated from observed gravity values.
 NH0655
 NH0655;                    North         East    Units  Estimated Accuracy
 NH0655;SPC IL W     -   606,540.      753,740.      MT  (+/- 180 meters Scaled)
 NH0655
 NH0655                          SUPERSEDED SURVEY CONTROL
 NH0655
 NH0655  NGVD 29 (??/??/92)  264.014  (m)          866.19   (f) ADJ UNCH    1 1
 NH0655
 NH0655.Superseded values are not recommended for survey control.
 NH0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0655.See file dsdata.txt to determine how the superseded data were derived.
 NH0655
 NH0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM919670(NAD 83)
 NH0655_MARKER: DB = BENCH MARK DISK
 NH0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0655_STAMPING: K 271 1970
 NH0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0655+STABILITY: SURFACE MOTION
 NH0655
 NH0655  HISTORY     - Date     Condition        Report By
 NH0655  HISTORY     - 1970     MONUMENTED       NGS
 NH0655  HISTORY     - 1981     POOR             USGS
 NH0655  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0655
 NH0655                          STATION DESCRIPTION
 NH0655
 NH0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0655'3.2 MI E FROM FORRESTON.
 NH0655'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0655'OFFICE AT FORRESTON, ON THE PROPERTY OF MR. D. STUKENBERG, 85
 NH0655'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 72 FEET WEST OF
 NH0655'THE SOUTHWEST CORNER OF MR. STUKENBERGS HOUSE, 1.0 FOOT EAST
 NH0655'OF A FENCE, 4.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 NH0655'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND BRAZED ON THE
 NH0655'TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES.  SECTION 25, T25N,
 NH0655'R8E
 NH0655
 NH0655                          STATION RECOVERY (1981)
 NH0655
 NH0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 NH0655'THE MARK WAS HIT BY A MOWER, THE DISK IS PARTICALLY MISSING.
 NH0655
 NH0655                          STATION RECOVERY (1987)
 NH0655
 NH0655'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0173 ***********************************************************************
 NJ0173  DESIGNATION -  K 272
 NJ0173  PID         -  NJ0173
 NJ0173  STATE/COUNTY-  IL/CARROLL
 NJ0173  USGS QUAD   -  SAVANNA (1990)
 NJ0173
 NJ0173                         *CURRENT SURVEY CONTROL
 NJ0173  ___________________________________________________________________
 NJ0173* NAD 83(1997)-  42 05 53.78662(N)    090 07 36.77727(W)     ADJUSTED  
 NJ0173* NAVD 88     -       188.687  (meters)     619.05   (feet)  ADJUSTED  
 NJ0173  ___________________________________________________________________
 NJ0173  X           -     -10,496.375 (meters)                     COMP
 NJ0173  Y           -  -4,739,791.778 (meters)                     COMP
 NJ0173  Z           -   4,253,813.814 (meters)                     COMP
 NJ0173  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 NJ0173  ELLIP HEIGHT-         155.56  (meters)          (12/06/04) GPS OBS
 NJ0173  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NJ0173  DYNAMIC HT  -         188.623 (meters)     618.84  (feet)  COMP
 NJ0173  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 NJ0173
 NJ0173  HORZ ORDER  -  FIRST
 NJ0173  VERT ORDER  -  FIRST     CLASS I
 NJ0173  ELLP ORDER  -  FOURTH    CLASS I
 NJ0173
 NJ0173.The horizontal coordinates were established by GPS observations
 NJ0173.and adjusted by the National Geodetic Survey in September 1998..
 NJ0173
 NJ0173.The orthometric height was determined by differential leveling
 NJ0173.and adjusted by the National Geodetic Survey in June 1991..
 NJ0173
 NJ0173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NJ0173
 NJ0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 NJ0173
 NJ0173.The ellipsoidal height was determined by GPS observations
 NJ0173.and is referenced to NAD 83.
 NJ0173
 NJ0173.The geoid height was determined by GEOID03.
 NJ0173
 NJ0173.The dynamic height is computed by dividing the NAVD 88
 NJ0173.geopotential number by the normal gravity value computed on the
 NJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0173.degrees latitude (g = 980.6199 gals.).
 NJ0173
 NJ0173.The modeled gravity was interpolated from observed gravity values.
 NJ0173
 NJ0173;                    North         East     Units Scale Factor Converg.
 NJ0173;SPC IL W     -   602,998.422   703,290.872   MT  0.99994131   +0 01 36.0
 NJ0173;SPC IL W     - 1,978,337.32  2,307,380.14   sFT  0.99994131   +0 01 36.0
 NJ0173;UTM  15      - 4,664,682.931   737,588.522   MT  1.00029463   +1 55 37.4
 NJ0173
 NJ0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NJ0173!SPC IL W     -   0.99997560  x   0.99994131  =   0.99991691
 NJ0173!UTM  15      -   0.99997560  x   1.00029463  =   1.00027023
 NJ0173
 NJ0173|---------------------------------------------------------------------|
 NJ0173| PID    Reference Object                     Distance      Geod. Az  |
 NJ0173|                                                           dddmmss.s |
 NJ0173| AH2970 CAR64 1A                            267.675 METERS 06507     |
 NJ0173|---------------------------------------------------------------------|
 NJ0173
 NJ0173                          SUPERSEDED SURVEY CONTROL
 NJ0173
 NJ0173  ELLIP H (09/15/98)  155.64   (m)                       GP(       ) 3 1
 NJ0173  NAVD 88 (09/15/98)  188.69   (m)          619.1    (f) LEVELING    3  
 NJ0173  NGVD 29 (??/??/92)  188.719  (m)          619.16   (f) ADJ UNCH    1 1
 NJ0173
 NJ0173.Superseded values are not recommended for survey control.
 NJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0173.See file dsdata.txt to determine how the superseded data were derived.
 NJ0173
 NJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG3758964683(NAD 83)
 NJ0173_MARKER: DB = BENCH MARK DISK
 NJ0173_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NJ0173_SP_SET: ABUTMENT
 NJ0173_STAMPING: K 272 1970
 NJ0173_PROJECTION: FLUSH
 NJ0173_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NJ0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NJ0173+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 NJ0173
 NJ0173  HISTORY     - Date     Condition        Report By
 NJ0173  HISTORY     - 1970     MONUMENTED       NGS
 NJ0173  HISTORY     - 1977     GOOD             LOCSUR
 NJ0173  HISTORY     - 19950524 GOOD             USPSQD
 NJ0173  HISTORY     - 19960814 GOOD             SECI
 NJ0173  HISTORY     - 20011203 GOOD             NGS
 NJ0173  HISTORY     - 20030927 GOOD             USPSQD
 NJ0173
 NJ0173                          STATION DESCRIPTION
 NJ0173
 NJ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0173'2.1 MI E FROM SAVANNA.
 NJ0173'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT
 NJ0173'SAVANNA, THENCE 1.85 MILES EAST ALONG U.S. HIGHWAY 52, 18.5
 NJ0173'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 NJ0173'NORTH END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER
 NJ0173'PLUM RIVER, 2.0 FEET SOUTH OF THE WEST END OF THE NORTH METAL
 NJ0173'GUARD RAIL ON THE BRIDGE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 NJ0173'HIGHWAY.  SECTION 2, T24N, R3E
 NJ0173
 NJ0173                          STATION RECOVERY (1977)
 NJ0173
 NJ0173'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NJ0173'RECOVERED IN GOOD CONDITION.
 NJ0173
 NJ0173                          STATION RECOVERY (1995)
 NJ0173
 NJ0173'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0173'RECOVERED IN GOOD CONDITION.
 NJ0173
 NJ0173                          STATION RECOVERY (1996)
 NJ0173
 NJ0173'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 NJ0173'RECOVERED AS DESCRIBED.
 NJ0173
 NJ0173                          STATION RECOVERY (2001)
 NJ0173
 NJ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0173'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0173
 NJ0173                          STATION RECOVERY (2003)
 NJ0173
 NJ0173'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 NJ0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0229 ***********************************************************************
 NG0229  DESIGNATION -  K 273
 NG0229  PID         -  NG0229
 NG0229  STATE/COUNTY-  IL/LAKE
 NG0229  USGS QUAD   -  ZION (1993)
 NG0229
 NG0229                         *CURRENT SURVEY CONTROL
 NG0229  ___________________________________________________________________
 NG0229* NAD 83(1986)-  42 28 01.     (N)    087 48 57.     (W)     SCALED    
 NG0229* NAVD 88     -       180.855  (meters)     593.36   (feet)  ADJUSTED  
 NG0229  ___________________________________________________________________
 NG0229  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NG0229  DYNAMIC HT  -         180.799 (meters)     593.17  (feet)  COMP
 NG0229  MODELED GRAV-     980,306.5   (mgal)                       NAVD 88
 NG0229
 NG0229  VERT ORDER  -  FIRST     CLASS 0
 NG0229
 NG0229.The horizontal coordinates were scaled from a topographic map and have
 NG0229.an estimated accuracy of +/- 6 seconds.
 NG0229
 NG0229.The orthometric height was determined by differential leveling
 NG0229.and adjusted by the National Geodetic Survey in June 1991..
 NG0229
 NG0229.The geoid height was determined by GEOID03.
 NG0229
 NG0229.The dynamic height is computed by dividing the NAVD 88
 NG0229.geopotential number by the normal gravity value computed on the
 NG0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0229.degrees latitude (g = 980.6199 gals.).
 NG0229
 NG0229.The modeled gravity was interpolated from observed gravity values.
 NG0229
 NG0229;                    North         East    Units  Estimated Accuracy
 NG0229;SPC IL E     -   644,100.      342,560.      MT  (+/- 180 meters Scaled)
 NG0229
 NG0229                          SUPERSEDED SURVEY CONTROL
 NG0229
 NG0229  NGVD 29 (??/??/92)  180.95   (m)          593.7    (f) COMPUTED    1 0
 NG0229
 NG0229.Superseded values are not recommended for survey control.
 NG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0229.See file dsdata.txt to determine how the superseded data were derived.
 NG0229
 NG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN329019(NAD 83)
 NG0229_MARKER: DB = BENCH MARK DISK
 NG0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0229_SP_SET: FOUNDATION
 NG0229_STAMPING: K 273 1973
 NG0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0229
 NG0229  HISTORY     - Date     Condition        Report By
 NG0229  HISTORY     - 1973     MONUMENTED       NGS
 NG0229
 NG0229                          STATION DESCRIPTION
 NG0229
 NG0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0229'1 MI S FROM WINTHROP HARBOR.
 NG0229'ABOUT 1.00 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 NG0229'RAILWAY FROM THE CROSSING AT 7TH STREET.  SET IN THE TOP SOUTH
 NG0229'SIDE OF THE CONCRETE FOUNDATION TO THE MOST SOUTHWESTERLY ONE
 NG0229'OF FOUR LARGE METAL POWER POLES SUPPORTING THE POWER LINE FOR
 NG0229'A POWER LINE CROSSING THE TRACKS 0.20 MILES NORTH OF THE CROSSING
 NG0229'OF 17TH STREET, 85.0 FEET EAST OF THE EAST RAIL OF THE EAST MAIN
 NG0229'TRACK, 18 FEET WEST OF THE CENTER LINE OF DIRT ROAD, 9 FEET
 NG0229'SOUTH OF THE SOUTH EDGE OF THE TOWER, 7 FEET NORTH OF THE SOUTH
 NG0229'EDGE OF THE FOUNDATION.  ABOUT 1.80 MILES NORTH OF ZION.  A NGS
 NG0229'DISK DRILLED IN THE FOUNDATION, ABOUT 8 FEET BELOW THE LEVEL
 NG0229'OF THE RAILROAD.  SECTION 15, T46N, R12E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0121 ***********************************************************************
 NG0121  DESIGNATION -  K 274
 NG0121  PID         -  NG0121
 NG0121  STATE/COUNTY-  IL/COOK
 NG0121  USGS QUAD   -  EVANSTON (1995)
 NG0121
 NG0121                         *CURRENT SURVEY CONTROL
 NG0121  ___________________________________________________________________
 NG0121* NAD 83(1986)-  42 03 30.     (N)    087 40 36.     (W)     SCALED    
 NG0121* NAVD 88     -       180.164  (meters)     591.09   (feet)  ADJUSTED  
 NG0121  ___________________________________________________________________
 NG0121  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NG0121  DYNAMIC HT  -         180.105 (meters)     590.89  (feet)  COMP
 NG0121  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 NG0121
 NG0121  VERT ORDER  -  FIRST     CLASS 0
 NG0121
 NG0121.The horizontal coordinates were scaled from a topographic map and have
 NG0121.an estimated accuracy of +/- 6 seconds.
 NG0121
 NG0121.The orthometric height was determined by differential leveling
 NG0121.and adjusted by the National Geodetic Survey in June 1991..
 NG0121
 NG0121.The geoid height was determined by GEOID03.
 NG0121
 NG0121.The dynamic height is computed by dividing the NAVD 88
 NG0121.geopotential number by the normal gravity value computed on the
 NG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0121.degrees latitude (g = 980.6199 gals.).
 NG0121
 NG0121.The modeled gravity was interpolated from observed gravity values.
 NG0121
 NG0121;                    North         East    Units  Estimated Accuracy
 NG0121;SPC IL E     -   598,790.      354,350.      MT  (+/- 180 meters Scaled)
 NG0121
 NG0121                          SUPERSEDED SURVEY CONTROL
 NG0121
 NG0121  NGVD 29 (??/??/92)  180.23   (m)          591.3    (f) COMPUTED    1 0
 NG0121
 NG0121.Superseded values are not recommended for survey control.
 NG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0121.See file dsdata.txt to determine how the superseded data were derived.
 NG0121
 NG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM440564(NAD 83)
 NG0121_MARKER: DB = BENCH MARK DISK
 NG0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0121_SP_SET: DOORWAY SILL
 NG0121_STAMPING: K 274 1973
 NG0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0121
 NG0121  HISTORY     - Date     Condition        Report By
 NG0121  HISTORY     - 1973     MONUMENTED       NGS
 NG0121  HISTORY     - 19951119 GOOD             USPSQD
 NG0121  HISTORY     - 20011110 GOOD             USPSQD
 NG0121
 NG0121                          STATION DESCRIPTION
 NG0121
 NG0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0121'2.6 MI N FROM EVANSTON.
 NG0121'1.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0121'FROM THE MAIN STREET RAILWAY STATION AT EVANSTON, THENCE 0.9
 NG0121'MILES EAST ALONG NOYES STREET, TO THE NORTHWESTERN UNIVERSITY
 NG0121'AT THE TECHOLOGICAL INSTITUTE BUILDING, 44.0 FEET NORTH OF
 NG0121'EXTENDED CENTER LINE OF NOYES STREET, 146.0 FEET EAST OF EAST
 NG0121'CONCRETE CURB OF SHERIDAN ROAD AT THE NORTHWEST WING OF THE
 NG0121'CIVIL ENGINEER PORTION OF BUILDING, 20.5 FEET SOUTH OF CENTER
 NG0121'LINE OF A NARROW PAVED ALLEY, 110 FEET SOUTH OF THE NORTHEAST
 NG0121'CORNER OF WING, SET IN TOP OF NORTH END OF CONCRETE SILL OF
 NG0121'DOORWAY (WHICH IS ALSO FLOOR OF BUILDING) 0.3 FEET SOUTH OF NORTH
 NG0121'EDGE OF DOOR SILL.  SECTION 7, T 41 N, R 14 E.
 NG0121
 NG0121                          STATION RECOVERY (1995)
 NG0121
 NG0121'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0121'RECOVERED IN GOOD CONDITION.
 NG0121
 NG0121                          STATION RECOVERY (2001)
 NG0121
 NG0121'RECOVERY NOTE BY US POWER SQUADRON 2001 (VMR)
 NG0121'RECOVERED AS DESCRIBED.
 NG0121'GPS LOCATION. L 42 DEGREES 03.5'N LO 087 DEGREES 40.7'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0251 ***********************************************************************
 MF0251  DESIGNATION -  K 28
 MF0251  PID         -  MF0251
 MF0251  STATE/COUNTY-  IL/KANKAKEE
 MF0251  USGS QUAD   -  CAMPUS (1983)
 MF0251
 MF0251                         *CURRENT SURVEY CONTROL
 MF0251  ___________________________________________________________________
 MF0251* NAD 83(1986)-  41 06 14.     (N)    088 15 05.     (W)     SCALED    
 MF0251* NAVD 88     -       185.384  (meters)     608.21   (feet)  ADJUSTED  
 MF0251  ___________________________________________________________________
 MF0251  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 MF0251  DYNAMIC HT  -         185.308 (meters)     607.96  (feet)  COMP
 MF0251  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 MF0251
 MF0251  VERT ORDER  -  SECOND    CLASS 0
 MF0251
 MF0251.The horizontal coordinates were scaled from a topographic map and have
 MF0251.an estimated accuracy of +/- 6 seconds.
 MF0251
 MF0251.The orthometric height was determined by differential leveling
 MF0251.and adjusted by the National Geodetic Survey in June 1991..
 MF0251
 MF0251.The geoid height was determined by GEOID03.
 MF0251
 MF0251.The dynamic height is computed by dividing the NAVD 88
 MF0251.geopotential number by the normal gravity value computed on the
 MF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0251.degrees latitude (g = 980.6199 gals.).
 MF0251
 MF0251.The modeled gravity was interpolated from observed gravity values.
 MF0251
 MF0251;                    North         East    Units  Estimated Accuracy
 MF0251;SPC IL E     -   492,580.      306,880.      MT  (+/- 180 meters Scaled)
 MF0251
 MF0251                          SUPERSEDED SURVEY CONTROL
 MF0251
 MF0251  NGVD 29 (??/??/92)  185.462  (m)          608.47   (f) ADJ UNCH    2 0
 MF0251
 MF0251.Superseded values are not recommended for survey control.
 MF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0251.See file dsdata.txt to determine how the superseded data were derived.
 MF0251
 MF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL949510(NAD 83)
 MF0251_MARKER: DB = BENCH MARK DISK
 MF0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0251_STAMPING: K 28 1934
 MF0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0251+STABILITY: SURFACE MOTION
 MF0251
 MF0251  HISTORY     - Date     Condition        Report By
 MF0251  HISTORY     - 1934     MONUMENTED       CGS
 MF0251  HISTORY     - 1954     GOOD             NGS
 MF0251  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 MF0251
 MF0251                          STATION DESCRIPTION
 MF0251
 MF0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0251'AT REDDICK.
 MF0251'ALONG THE NEW YORK CENTRAL RAILROAD, AT REDDICK, 26 FEET NORTHWEST
 MF0251'OF THE CENTER OF THE CROSSING OF THE MAIN TRACK AND STATE
 MF0251'HIGHWAY 17, 13 FEET NORTH OF THE NORTH RAIL, 21 FEET WEST OF
 MF0251'THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTH WEST OF CROSSING
 MF0251'WARNING SIGNAL, ABOUT LEVEL WITH THE RAIL AND IN THE TOP OF A
 MF0251'CONCRETE POST PROJECTING 3 INCHES.
 MF0251
 MF0251                          STATION RECOVERY (1977)
 MF0251
 MF0251'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 MF0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1217 ***********************************************************************
 JC1217  DESIGNATION -  K 282
 JC1217  PID         -  JC1217
 JC1217  STATE/COUNTY-  IL/MADISON
 JC1217  USGS QUAD   -  ALTON (1994)
 JC1217
 JC1217                         *CURRENT SURVEY CONTROL
 JC1217  ___________________________________________________________________
 JC1217* NAD 83(1986)-  38 53 59.     (N)    090 08 21.     (W)     SCALED    
 JC1217* NAVD 88     -       152.945  (meters)     501.79   (feet)  ADJUSTED  
 JC1217  ___________________________________________________________________
 JC1217  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JC1217  DYNAMIC HT  -         152.850 (meters)     501.48  (feet)  COMP
 JC1217  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 JC1217
 JC1217  VERT ORDER  -  FIRST     CLASS II
 JC1217
 JC1217.The horizontal coordinates were scaled from a topographic map and have
 JC1217.an estimated accuracy of +/- 6 seconds.
 JC1217
 JC1217.The orthometric height was determined by differential leveling
 JC1217.and adjusted by the National Geodetic Survey in June 1991..
 JC1217
 JC1217.The geoid height was determined by GEOID03.
 JC1217
 JC1217.The dynamic height is computed by dividing the NAVD 88
 JC1217.geopotential number by the normal gravity value computed on the
 JC1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1217.degrees latitude (g = 980.6199 gals.).
 JC1217
 JC1217.The modeled gravity was interpolated from observed gravity values.
 JC1217
 JC1217;                    North         East    Units  Estimated Accuracy
 JC1217;SPC IL W     -   247,840.      702,390.      MT  (+/- 180 meters Scaled)
 JC1217
 JC1217                          SUPERSEDED SURVEY CONTROL
 JC1217
 JC1217  NGVD 29 (??/??/??)  152.912  (m)          501.68   (f) ADJUSTED    1 2
 JC1217
 JC1217.Superseded values are not recommended for survey control.
 JC1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1217.See file dsdata.txt to determine how the superseded data were derived.
 JC1217
 JC1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD480095(NAD 83)
 JC1217_MARKER: I = METAL ROD
 JC1217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1217_SP_SET: STAINLESS STEEL ROD
 JC1217_STAMPING: K 282 1981
 JC1217_MARK LOGO: NGS   
 JC1217_PROJECTION: FLUSH
 JC1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1217_ROD/PIPE-DEPTH: 12.2 meters
 JC1217
 JC1217  HISTORY     - Date     Condition        Report By
 JC1217  HISTORY     - 1981     MONUMENTED       NGS
 JC1217
 JC1217                          STATION DESCRIPTION
 JC1217
 JC1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1217'IN ALTON.
 JC1217'IN ALTON, IN THE EAST SECTION OF THE CITY AT THE JUNCTION OF BROWN
 JC1217'STREET AND WORDEN AVENUE, THE MARK IS AT THE SOUTHEAST CORNER OF THE
 JC1217'EXTENDED NORTH FACE OF THE BROWN STREET BAPTIST CHURCH, 17.83 METERS
 JC1217'(58.5 FEET) SOUTH OF THE CENTER LINE OF BROWN STREET, 4.17 METERS
 JC1217'(13.7 FEET) EAST OF THE EAST CURB OF THE EAST CONCRETE WALKWAY OF THE
 JC1217'CHURCH, 0.76 METER (2.5 FEET) EAST OF THE EAST FACE OF THE CHURCH, AND
 JC1217'0.3 METER (1.O FOOT) SOUTH OF THE SOUTHEAST CORNER OF THE EXTENDED
 JC1217'NORTH FACE OF THE CHURCH.
 JC1217'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1195 ***********************************************************************
 JC1195  DESIGNATION -  K 283
 JC1195  PID         -  JC1195
 JC1195  STATE/COUNTY-  IL/MADISON
 JC1195  USGS QUAD   -  WOOD RIVER (1994)
 JC1195
 JC1195                         *CURRENT SURVEY CONTROL
 JC1195  ___________________________________________________________________
 JC1195* NAD 83(1986)-  38 48 19.     (N)    090 01 34.     (W)     SCALED    
 JC1195* NAVD 88     -       137.359  (meters)     450.65   (feet)  ADJUSTED  
 JC1195  ___________________________________________________________________
 JC1195  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JC1195  DYNAMIC HT  -         137.273 (meters)     450.37  (feet)  COMP
 JC1195  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 JC1195
 JC1195  VERT ORDER  -  FIRST     CLASS II
 JC1195
 JC1195.The horizontal coordinates were scaled from a topographic map and have
 JC1195.an estimated accuracy of +/- 6 seconds.
 JC1195
 JC1195.The orthometric height was determined by differential leveling
 JC1195.and adjusted by the National Geodetic Survey in June 1991..
 JC1195
 JC1195.The geoid height was determined by GEOID03.
 JC1195
 JC1195.The dynamic height is computed by dividing the NAVD 88
 JC1195.geopotential number by the normal gravity value computed on the
 JC1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1195.degrees latitude (g = 980.6199 gals.).
 JC1195
 JC1195.The modeled gravity was interpolated from observed gravity values.
 JC1195
 JC1195;                    North         East    Units  Estimated Accuracy
 JC1195;SPC IL W     -   237,360.      712,210.      MT  (+/- 180 meters Scaled)
 JC1195
 JC1195                          SUPERSEDED SURVEY CONTROL
 JC1195
 JC1195  NGVD 29 (??/??/??)  137.325  (m)          450.54   (f) ADJUSTED    1 2
 JC1195
 JC1195.Superseded values are not recommended for survey control.
 JC1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1195.See file dsdata.txt to determine how the superseded data were derived.
 JC1195
 JC1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC582993(NAD 83)
 JC1195_MARKER: I = METAL ROD
 JC1195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1195_SP_SET: STAINLESS STEEL ROD
 JC1195_STAMPING: K 283 1981
 JC1195_MARK LOGO: NGS   
 JC1195_PROJECTION: FLUSH
 JC1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1195_ROD/PIPE-DEPTH: 5.2  meters
 JC1195
 JC1195  HISTORY     - Date     Condition        Report By
 JC1195  HISTORY     - 1981     MONUMENTED       NGS
 JC1195
 JC1195                          STATION DESCRIPTION
 JC1195
 JC1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1195'9.7 KM (6.05 MI) SE FROM HARTFORD.
 JC1195'3.3 KILOMETERS (2.05 MILES) SOUTH ALONG STATE HIGHWAY 3 FROM THE
 JC1195'JUNCTION OF HAWTHORNE ROAD IN HARTFORD TO THE SOUTH LEVEE OF THE
 JC1195'CAHOKIA DIVERSION CHANNEL, THENCE 6.4 KILOMETERS (4.0 MILES) EAST
 JC1195'ALONG THE TOP OF THE LEVEE TO THE MARK ON THE RIGHT, 2.29 METERS (7.5
 JC1195'FEET) SOUTHSOUTHEAST OF THE CENTER OF THE LEVEE ROAD, AND 0.4 METER
 JC1195'(1.3 FEET) WESTSOUTHWEST OF A METAL WITNES POST.
 JC1195'THE MARK IS 0.4 METERS  ENE FROM A WITNESS POST.
 JC1195'THE MARK IS ABOVE LEVEL WITH LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1059 ***********************************************************************
 JC1059  DESIGNATION -  K 284
 JC1059  PID         -  JC1059
 JC1059  STATE/COUNTY-  IL/RANDOLPH
 JC1059  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC1059
 JC1059                         *CURRENT SURVEY CONTROL
 JC1059  ___________________________________________________________________
 JC1059* NAD 83(1986)-  38 05 01.     (N)    090 06 12.     (W)     SCALED    
 JC1059* NAVD 88     -       122.820  (meters)     402.95   (feet)  ADJUSTED  
 JC1059  ___________________________________________________________________
 JC1059  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 JC1059  DYNAMIC HT  -         122.737 (meters)     402.68  (feet)  COMP
 JC1059  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 JC1059
 JC1059  VERT ORDER  -  FIRST     CLASS II
 JC1059
 JC1059.The horizontal coordinates were scaled from a topographic map and have
 JC1059.an estimated accuracy of +/- 6 seconds.
 JC1059
 JC1059.The orthometric height was determined by differential leveling
 JC1059.and adjusted by the National Geodetic Survey in June 1991..
 JC1059
 JC1059.The geoid height was determined by GEOID03.
 JC1059
 JC1059.The dynamic height is computed by dividing the NAVD 88
 JC1059.geopotential number by the normal gravity value computed on the
 JC1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1059.degrees latitude (g = 980.6199 gals.).
 JC1059
 JC1059.The modeled gravity was interpolated from observed gravity values.
 JC1059
 JC1059;                    North         East    Units  Estimated Accuracy
 JC1059;SPC IL W     -   157,250.      705,560.      MT  (+/- 180 meters Scaled)
 JC1059
 JC1059                          SUPERSEDED SURVEY CONTROL
 JC1059
 JC1059  NGVD 29 (??/??/??)  122.761  (m)          402.76   (f) ADJUSTED    1 2
 JC1059
 JC1059.Superseded values are not recommended for survey control.
 JC1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1059.See file dsdata.txt to determine how the superseded data were derived.
 JC1059
 JC1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC540190(NAD 83)
 JC1059_MARKER: DB = BENCH MARK DISK
 JC1059_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 JC1059_SP_SET: AQUEDUCT BRIDGE
 JC1059_STAMPING: K 284 1981
 JC1059_MARK LOGO: NGS   
 JC1059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JC1059+STABILITY: POSITION/ELEVATION WELL
 JC1059
 JC1059  HISTORY     - Date     Condition        Report By
 JC1059  HISTORY     - 1981     MONUMENTED       NGS
 JC1059
 JC1059                          STATION DESCRIPTION
 JC1059
 JC1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1059'IN PRAIRIE DU ROCHER.
 JC1059'IN PRAIRIE DU ROCHER, 0.28 KILOMETER (0.15 MILE) NORTHWEST ALONG THE
 JC1059'MISSIOURI PACFIC RAILROAD FROM THE INTERSECTION OF STATE HIGHWAY 155,
 JC1059'IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF AN AQUEDUCT
 JC1059'BRIDGE UNDER THE MISSIOURI PACFIC RAILROAD AND FOR PRAIRIE DU ROCHER
 JC1059'CREEK, 11.27 METERS (37.0 FEET) SOUTHWEST OF THE SOUTH TRACK OF THE
 JC1059'RAILROAD AND 0.30 METER (1.0 FOOT) NORTHWEST OF THE SOUTHEAST END OF
 JC1059'THE SOUTHWEST HEADWALL OF THE AQUEDUCT.
 JC1059'THE MARK IS 4.00 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1126 ***********************************************************************
 JC1126  DESIGNATION -  K 285
 JC1126  PID         -  JC1126
 JC1126  STATE/COUNTY-  IL/MONROE
 JC1126  USGS QUAD   -  OAKVILLE (1998)
 JC1126
 JC1126                         *CURRENT SURVEY CONTROL
 JC1126  ___________________________________________________________________
 JC1126* NAD 83(1986)-  38 27 29.     (N)    090 16 22.     (W)     SCALED    
 JC1126* NAVD 88     -       129.517  (meters)     424.92   (feet)  ADJUSTED  
 JC1126  ___________________________________________________________________
 JC1126  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JC1126  DYNAMIC HT  -         129.434 (meters)     424.65  (feet)  COMP
 JC1126  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 JC1126
 JC1126  VERT ORDER  -  FIRST     CLASS II
 JC1126
 JC1126.The horizontal coordinates were scaled from a topographic map and have
 JC1126.an estimated accuracy of +/- 6 seconds.
 JC1126
 JC1126.The orthometric height was determined by differential leveling
 JC1126.and adjusted by the National Geodetic Survey in June 1991..
 JC1126
 JC1126.The geoid height was determined by GEOID03.
 JC1126
 JC1126.The dynamic height is computed by dividing the NAVD 88
 JC1126.geopotential number by the normal gravity value computed on the
 JC1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1126.degrees latitude (g = 980.6199 gals.).
 JC1126
 JC1126.The modeled gravity was interpolated from observed gravity values.
 JC1126
 JC1126;                    North         East    Units  Estimated Accuracy
 JC1126;SPC IL W     -   198,820.      690,740.      MT  (+/- 180 meters Scaled)
 JC1126
 JC1126                          SUPERSEDED SURVEY CONTROL
 JC1126
 JC1126  NGVD 29 (??/??/??)  129.475  (m)          424.79   (f) ADJUSTED    1 2
 JC1126
 JC1126.Superseded values are not recommended for survey control.
 JC1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1126.See file dsdata.txt to determine how the superseded data were derived.
 JC1126
 JC1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC379601(NAD 83)
 JC1126_MARKER: I = METAL ROD
 JC1126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1126_SP_SET: STAINLESS STEEL ROD
 JC1126_STAMPING: K 285 1981
 JC1126_MARK LOGO: NGS   
 JC1126_PROJECTION: FLUSH
 JC1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1126_ROD/PIPE-DEPTH: 7.3  meters
 JC1126
 JC1126  HISTORY     - Date     Condition        Report By
 JC1126  HISTORY     - 1981     MONUMENTED       NGS
 JC1126
 JC1126                          STATION DESCRIPTION
 JC1126
 JC1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1126'2.95 KM (1.85 MI) SW FROM COLUMBIA.
 JC1126'2.95 KILOMETERS (1.85 MILES) SOUTHWEST ALONG THE TOP OF THE LEVEE FROM
 JC1126'THE JUNCTION OF U.S. HIGHWAY 50 IN THE NORTHWEST SECTION OF COLUMBIA
 JC1126'TO THE MARK ON THE LEFT, 4.27 METERS (14.0 FEET) EAST OF THE CENTER OF
 JC1126'THE LEVEE ROAD, 0.46 METERS (1.5 FEET) NORTH OF A METAL WITNESS POST.
 JC1126'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 JC1126'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1069 ***********************************************************************
 JC1069  DESIGNATION -  K 286
 JC1069  PID         -  JC1069
 JC1069  STATE/COUNTY-  IL/RANDOLPH
 JC1069  USGS QUAD   -  BLOOMSDALE (1993)
 JC1069
 JC1069                         *CURRENT SURVEY CONTROL
 JC1069  ___________________________________________________________________
 JC1069* NAD 83(1986)-  38 05 10.     (N)    090 10 34.     (W)     SCALED    
 JC1069* NAVD 88     -       123.396  (meters)     404.84   (feet)  ADJUSTED  
 JC1069  ___________________________________________________________________
 JC1069  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JC1069  DYNAMIC HT  -         123.315 (meters)     404.58  (feet)  COMP
 JC1069  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 JC1069
 JC1069  VERT ORDER  -  FIRST     CLASS II
 JC1069
 JC1069.The horizontal coordinates were scaled from a topographic map and have
 JC1069.an estimated accuracy of +/- 6 seconds.
 JC1069
 JC1069.The orthometric height was determined by differential leveling
 JC1069.and adjusted by the National Geodetic Survey in June 1991..
 JC1069
 JC1069.The geoid height was determined by GEOID03.
 JC1069
 JC1069.The dynamic height is computed by dividing the NAVD 88
 JC1069.geopotential number by the normal gravity value computed on the
 JC1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1069.degrees latitude (g = 980.6199 gals.).
 JC1069
 JC1069.The modeled gravity was interpolated from observed gravity values.
 JC1069
 JC1069;                    North         East    Units  Estimated Accuracy
 JC1069;SPC IL W     -   157,530.      699,170.      MT  (+/- 180 meters Scaled)
 JC1069
 JC1069                          SUPERSEDED SURVEY CONTROL
 JC1069
 JC1069  NGVD 29 (??/??/??)  123.342  (m)          404.66   (f) ADJUSTED    1 2
 JC1069
 JC1069.Superseded values are not recommended for survey control.
 JC1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1069.See file dsdata.txt to determine how the superseded data were derived.
 JC1069
 JC1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC476191(NAD 83)
 JC1069_MARKER: I = METAL ROD
 JC1069_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1069_SP_SET: STAINLESS STEEL ROD
 JC1069_STAMPING: K 286 1981
 JC1069_MARK LOGO: NGS   
 JC1069_PROJECTION: FLUSH
 JC1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1069_ROD/PIPE-DEPTH: 9.80 meters
 JC1069
 JC1069  HISTORY     - Date     Condition        Report By
 JC1069  HISTORY     - 1981     MONUMENTED       NGS
 JC1069
 JC1069                          STATION DESCRIPTION
 JC1069
 JC1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1069'10.6 KM (6.6 MI) WEST FROM PRAIRIE DU ROCHER.
 JC1069'3.4 KILOMETERS (2.1 MILES) SOUTH-SOUTHWEST ALONG THE LEVEE ON THE WEST
 JC1069'SIDE OF PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE HIGHWAY
 JC1069'155 IN PRAIRIE DU ROCHER, THENCE CONTINUE NORTHWEST ALONG THE SAME
 JC1069'LEVEE FOR 7.2 KILOMETERS (4.5 MILES) TO THE MARK ON THE RIGHT, AT MILE
 JC1069'POST NUMBER 6, 3.04 METERS (10.0 FEET) NORTH OF THE CENTER OF THE
 JC1069'LEVEE ROAD, 2.74 METERS (9.0 FEET) SOUTH OF CONCRETE MILE POST NUMBER
 JC1069'6 AND 0.30 METER (1.0 FOOT) EAST OF A METAL WITNESS POST.
 JC1069'THE MARK IS 0.40 METERS  W FROM A WITNESS POST.
 JC1069'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1089 ***********************************************************************
 JC1089  DESIGNATION -  K 287
 JC1089  PID         -  JC1089
 JC1089  STATE/COUNTY-  IL/MONROE
 JC1089  USGS QUAD   -  VALMEYER (1993)
 JC1089
 JC1089                         *CURRENT SURVEY CONTROL
 JC1089  ___________________________________________________________________
 JC1089* NAD 83(1986)-  38 17 55.     (N)    090 21 01.     (W)     SCALED    
 JC1089* NAVD 88     -       125.924  (meters)     413.14   (feet)  ADJUSTED  
 JC1089  ___________________________________________________________________
 JC1089  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 JC1089  DYNAMIC HT  -         125.841 (meters)     412.86  (feet)  COMP
 JC1089  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 JC1089
 JC1089  VERT ORDER  -  FIRST     CLASS II
 JC1089
 JC1089.The horizontal coordinates were scaled from a topographic map and have
 JC1089.an estimated accuracy of +/- 6 seconds.
 JC1089
 JC1089.The orthometric height was determined by differential leveling
 JC1089.and adjusted by the National Geodetic Survey in June 1991..
 JC1089
 JC1089.The geoid height was determined by GEOID03.
 JC1089
 JC1089.The dynamic height is computed by dividing the NAVD 88
 JC1089.geopotential number by the normal gravity value computed on the
 JC1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1089.degrees latitude (g = 980.6199 gals.).
 JC1089
 JC1089.The modeled gravity was interpolated from observed gravity values.
 JC1089
 JC1089;                    North         East    Units  Estimated Accuracy
 JC1089;SPC IL W     -   181,130.      683,940.      MT  (+/- 180 meters Scaled)
 JC1089
 JC1089                          SUPERSEDED SURVEY CONTROL
 JC1089
 JC1089  NGVD 29 (??/??/??)  125.876  (m)          412.98   (f) ADJUSTED    1 2
 JC1089
 JC1089.Superseded values are not recommended for survey control.
 JC1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1089.See file dsdata.txt to determine how the superseded data were derived.
 JC1089
 JC1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC317422(NAD 83)
 JC1089_MARKER: I = METAL ROD
 JC1089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1089_SP_SET: STAINLESS STEEL ROD
 JC1089_STAMPING: K 287 1981
 JC1089_MARK LOGO: NGS   
 JC1089_PROJECTION: FLUSH
 JC1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1089_ROD/PIPE-DEPTH: 9.8  meters
 JC1089
 JC1089  HISTORY     - Date     Condition        Report By
 JC1089  HISTORY     - 1981     MONUMENTED       NGS
 JC1089
 JC1089                          STATION DESCRIPTION
 JC1089
 JC1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1089'1.1 KM (0.7 MI) NORTH FROM VALMEYER.
 JC1089'1.1 KILOMETERS (0.7 MILE) NORTH ALONG TOP OF THE MAIN LEVEE FROM THE
 JC1089'OLD FOUNTAIN CREEK PUMPING STATION AT VALMEYER TO THE MARK ON THE
 JC1089'RIGHT, 2.74 METERS (9.0 FEET) EAST OF THE CENTER OF THE LEVEE ROAD AND
 JC1089'0.46 METER (1.5 FEET) SOUTH OF A METAL WITNESS POST.
 JC1089'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 JC1089'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HC0711 ***********************************************************************
 HC0711  FBN         -  This is a Federal Base Network Control Station.
 HC0711  DESIGNATION -  K 288
 HC0711  PID         -  HC0711
 HC0711  STATE/COUNTY-  IL/RANDOLPH
 HC0711  USGS QUAD   -  STE GENEVIEVE (1993)
 HC0711
 HC0711                         *CURRENT SURVEY CONTROL
 HC0711  ___________________________________________________________________
 HC0711* NAD 83(1997)-  37 59 20.59812(N)    090 00 17.95970(W)     ADJUSTED  
 HC0711* NAVD 88     -       121.621  (meters)     399.02   (feet)  ADJUSTED  
 HC0711  ___________________________________________________________________
 HC0711  X           -       -,438.250 (meters)                     COMP
 HC0711  Y           -  -5,033,249.569 (meters)                     COMP
 HC0711  Z           -   3,904,543.140 (meters)                     COMP
 HC0711  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 HC0711  ELLIP HEIGHT-          91.89  (meters)          (09/15/03) GPS OBS
 HC0711  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HC0711  DYNAMIC HT  -         121.538 (meters)     398.75  (feet)  COMP
 HC0711  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 HC0711
 HC0711  HORZ ORDER  -  B
 HC0711  VERT ORDER  -  FIRST     CLASS II
 HC0711  ELLP ORDER  -  FOURTH    CLASS I
 HC0711
 HC0711.The horizontal coordinates were established by GPS observations
 HC0711.and adjusted by the National Geodetic Survey in July 1998..
 HC0711
 HC0711.The orthometric height was determined by differential leveling
 HC0711.and adjusted by the National Geodetic Survey in June 1991..
 HC0711
 HC0711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HC0711
 HC0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 HC0711
 HC0711.The ellipsoidal height was determined by GPS observations
 HC0711.and is referenced to NAD 83.
 HC0711
 HC0711.The geoid height was determined by GEOID03.
 HC0711
 HC0711.The dynamic height is computed by dividing the NAVD 88
 HC0711.geopotential number by the normal gravity value computed on the
 HC0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HC0711.degrees latitude (g = 980.6199 gals.).
 HC0711
 HC0711.The modeled gravity was interpolated from observed gravity values.
 HC0711
 HC0711;                    North         East     Units Scale Factor Converg.
 HC0711;SPC IL W     -   146,767.400   714,201.844   MT  0.99994366   +0 05 58.3
 HC0711;SPC IL W     -   481,519.38  2,343,177.22   sFT  0.99994366   +0 05 58.3
 HC0711;UTM  15      - 4,208,834.138   763,022.351   MT  1.00045214   +1 50 40.3
 HC0711;UTM  16      - 4,208,862.409   236,101.217   MT  1.00045783   -1 51 02.4
 HC0711
 HC0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HC0711!SPC IL W     -   0.99998558  x   0.99994366  =   0.99992924
 HC0711!UTM  15      -   0.99998558  x   1.00045214  =   1.00043771
 HC0711!UTM  16      -   0.99998558  x   1.00045783  =   1.00044340
 HC0711
 HC0711                          SUPERSEDED SURVEY CONTROL
 HC0711
 HC0711  ELLIP H (07/17/98)   91.88   (m)                       GP(       ) 4 1
 HC0711  NAVD 88 (07/17/98)  121.62   (m)          399.0    (f) LEVELING    3  
 HC0711  NGVD 29 (??/??/??)  121.559  (m)          398.81   (f) ADJUSTED    1 2
 HC0711
 HC0711.Superseded values are not recommended for survey control.
 HC0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HC0711.See file dsdata.txt to determine how the superseded data were derived.
 HC0711
 HC0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC6302208834(NAD 83)
 HC0711_MARKER: I = METAL ROD
 HC0711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HC0711_SP_SET: STAINLESS STEEL ROD
 HC0711_STAMPING: K 288 1981
 HC0711_MARK LOGO: NGS   
 HC0711_PROJECTION: RECESSED 5 CENTIMETERS
 HC0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 HC0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HC0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HC0711+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 HC0711_ROD/PIPE-DEPTH: 9.80 meters
 HC0711
 HC0711  HISTORY     - Date     Condition        Report By
 HC0711  HISTORY     - 1981     MONUMENTED       NGS
 HC0711  HISTORY     - 19970403 GOOD             NGS
 HC0711  HISTORY     - 20020805 GOOD             NGS
 HC0711  HISTORY     - 20030722 GOOD             ILDT
 HC0711  HISTORY     - 20030827 GOOD             NGS
 HC0711
 HC0711                          STATION DESCRIPTION
 HC0711
 HC0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HC0711'15.85 KM (9.85 MI) SOUT FROM PRAIRIE DU ROCHER.
 HC0711'3.7 KILOMETERS (2.3 MILES) SOUTH ALONG THE TOP OF THE SOUTH MAIN LEVEE
 HC0711'FROM THE INTERSECTION OF STATE HIGHWAY 155 IN PRAIRIE DU ROCHER TO A
 HC0711'BEND IN THE LEVEE, THENCE 12.15 KILOMETERS (7.55 MILES) SOUTHEAST
 HC0711'ALONG THE TOP OF THE MAIN LEVEE TO THE MARK ON THE LEFT, ALSO 0.4
 HC0711'KILOMETER (0.25 MILE) SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM THE
 HC0711'KASKASKIA RIVER LOCK AND DAM AT ELLIS GROVE TO A BEND IN THE LEVEE,
 HC0711'THENCE 5.8 KILOMETERS (3.6 MILES) NORTHWEST ALONG THE TOP OF THE LEVEE
 HC0711'TO THE MARK, 3.20 METERS (10.5 FEET) NORTHEAST OF THE CENTER OF THE
 HC0711'LEVEE ROAD AND 0.46 METER (1.5 FEET) SOUTHEAST OF A METAL WITNESS
 HC0711'POST.
 HC0711'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 HC0711'THE MARK IS ABOVE LEVEL WITH TOP OF THE LEVEE.
 HC0711
 HC0711                          STATION RECOVERY (1997)
 HC0711
 HC0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 HC0711'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) WEST-SOUTHWEST OF ELLIS
 HC0711'GROVE.  TO REACH FROM THE JUNCTION OF STATE ROUTE 3 AND BLUFF ROAD
 HC0711'(COUNTY ROAD 7) ON THE NORTH SIDE OF ELLIS GROVE, FOLLOW SIGNS - TO
 HC0711'KASKASKIA RIVER LOCK AND DAM.  PROCEED WEST ON COUNTY ROAD 7 FOR 2.7
 HC0711'MI (4.3 KM) TO THE EAST END OF THE BRIDGE OVER THE KASKASKIA RIVER,
 HC0711'CONTINUE AHEAD FOR 0.8 MI (1.3 KM) TO A SIDE ROAD LEFT, LOCK AND DAM
 HC0711'ROAD, TURN LEFT, SOUTH, FOR 2.4 MI (3.9 KM) TO A SIDE ROAD LEFT. TURN
 HC0711'LEFT FOR 0.35 MI (0.56 KM) TO THE ENTRANCE TO THE LOCK AND DAM
 HC0711'FACILITY AND THE LEVEE ROAD.  TURN RIGHT, SOUTH, ON LEVEE ROAD, WHICH
 HC0711'CURVES TO THE WEST AND THEN NORTHWEST, FOR 3.8 MI (6.1 KM) TO THE
 HC0711'STATION ON THE RIGHT, 3.8 M (12.5 FT) NORTH-NORTHEAST OF THE
 HC0711'APPROXIMATE CENTER OF THE LEVEE ROAD, 0.3 M (1.0 FT) SOUTH OF A METAL
 HC0711'WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF A FIBERGLASS WITNESS POST.
 HC0711'NOTE--DURING OCCUPATIONS, THE LOGO CAP AND CONCRETE COLLAR WERE
 HC0711'REPORTED MISSING.  NO MENTION WAS MADE AS TO WHETHER THE TWO WITNESS
 HC0711'POSTS BESIDE THE STATION WERE STILL THERE OR NOT.
 HC0711
 HC0711                          STATION RECOVERY (2002)
 HC0711
 HC0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JK)
 HC0711'RECOVERED IN GOOD CONDITION.
 HC0711
 HC0711                          STATION RECOVERY (2003)
 HC0711
 HC0711'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (MAW)
 HC0711'RECOVERED AS DESCRIBED.
 HC0711
 HC0711                          STATION RECOVERY (2003)
 HC0711
 HC0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (MAW)
 HC0711'A NEW LOGO CAP AND CONCRETE COLLAR WERE INSTALLED TO REPLACE THE ONE
 HC0711'REPORTED MISSING IN 1997. THE LOGO CAP HAS ILDT LOGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1389 ***********************************************************************
 HB1389  DESIGNATION -  K 289
 HB1389  PID         -  HB1389
 HB1389  STATE/COUNTY-  IL/RANDOLPH
 HB1389  USGS QUAD   -  BELGIQUE (1993)
 HB1389
 HB1389                         *CURRENT SURVEY CONTROL
 HB1389  ___________________________________________________________________
 HB1389* NAD 83(1986)-  37 50 55.     (N)    089 45 12.     (W)     SCALED    
 HB1389* NAVD 88     -       118.690  (meters)     389.40   (feet)  ADJUSTED  
 HB1389  ___________________________________________________________________
 HB1389  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HB1389  DYNAMIC HT  -         118.609 (meters)     389.14  (feet)  COMP
 HB1389  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 HB1389
 HB1389  VERT ORDER  -  FIRST     CLASS II
 HB1389
 HB1389.The horizontal coordinates were scaled from a topographic map and have
 HB1389.an estimated accuracy of +/- 6 seconds.
 HB1389
 HB1389.The orthometric height was determined by differential leveling
 HB1389.and adjusted by the National Geodetic Survey in June 1991..
 HB1389
 HB1389.The geoid height was determined by GEOID03.
 HB1389
 HB1389.The dynamic height is computed by dividing the NAVD 88
 HB1389.geopotential number by the normal gravity value computed on the
 HB1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1389.degrees latitude (g = 980.6199 gals.).
 HB1389
 HB1389.The modeled gravity was interpolated from observed gravity values.
 HB1389
 HB1389;                    North         East    Units  Estimated Accuracy
 HB1389;SPC IL W     -   131,250.      736,380.      MT  (+/- 180 meters Scaled)
 HB1389
 HB1389                          SUPERSEDED SURVEY CONTROL
 HB1389
 HB1389  NGVD 29 (??/??/??)  118.619  (m)          389.17   (f) ADJUSTED    1 2
 HB1389
 HB1389.Superseded values are not recommended for survey control.
 HB1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1389.See file dsdata.txt to determine how the superseded data were derived.
 HB1389
 HB1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG577925(NAD 83)
 HB1389_MARKER: I = METAL ROD
 HB1389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1389_SP_SET: STAINLESS STEEL ROD
 HB1389_STAMPING: K 289 1981
 HB1389_MARK LOGO: NGS   
 HB1389_PROJECTION: FLUSH
 HB1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1389_ROD/PIPE-DEPTH: 9.80 meters
 HB1389
 HB1389  HISTORY     - Date     Condition        Report By
 HB1389  HISTORY     - 1981     MONUMENTED       NGS
 HB1389
 HB1389                          STATION DESCRIPTION
 HB1389
 HB1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1389'11.0 KM (6.85 MI) SE FROM CHESTER.
 HB1389'1.35 KILOMETERS (0.85 MILE) SOUTHWEST ALONG ILLINOIS STATE HIGHWAY 150
 HB1389'AND MISSOURI STATE HIGHWAY 51 FROM THE JUNCTION OF REILY LAKE ROAD AND
 HB1389'THE TOLL BOOTH OF THE BRIDGE IN CHESTER, THENCE 9.6 KILOMETERS (6.0
 HB1389'MILES) SOUTHEAST ALONG THE TOP OF THE MAIN LEVEE TO THE MARK ON THE
 HB1389'RIGHT, 3.05 METERS (10.0 FEET) SOUTHWEST OF THE CENTER OF THE LEVEE
 HB1389'ROAD AND 0.46 METER (1.5 FEET) SOUTHEAST OF A METAL WITNESS POST.
 HB1389'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 HB1389'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0357 ***********************************************************************
 MF0357  DESIGNATION -  K 29
 MF0357  PID         -  MF0357
 MF0357  STATE/COUNTY-  IL/LIVINGSTON
 MF0357  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0357
 MF0357                         *CURRENT SURVEY CONTROL
 MF0357  ___________________________________________________________________
 MF0357* NAD 83(1986)-  41 05 25.     (N)    088 50 02.     (W)     SCALED    
 MF0357* NAVD 88     -       186.407  (meters)     611.57   (feet)  ADJUSTED  
 MF0357  ___________________________________________________________________
 MF0357  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MF0357  DYNAMIC HT  -         186.331 (meters)     611.32  (feet)  COMP
 MF0357  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 MF0357
 MF0357  VERT ORDER  -  SECOND    CLASS 0
 MF0357
 MF0357.The horizontal coordinates were scaled from a topographic map and have
 MF0357.an estimated accuracy of +/- 6 seconds.
 MF0357
 MF0357.The orthometric height was determined by differential leveling
 MF0357.and adjusted by the National Geodetic Survey in June 1991..
 MF0357
 MF0357.The geoid height was determined by GEOID03.
 MF0357
 MF0357.The dynamic height is computed by dividing the NAVD 88
 MF0357.geopotential number by the normal gravity value computed on the
 MF0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0357.degrees latitude (g = 980.6199 gals.).
 MF0357
 MF0357.The modeled gravity was interpolated from observed gravity values.
 MF0357
 MF0357;                    North         East    Units  Estimated Accuracy
 MF0357;SPC IL E     -   491,190.      257,940.      MT  (+/- 180 meters Scaled)
 MF0357
 MF0357                          SUPERSEDED SURVEY CONTROL
 MF0357
 MF0357  NGVD 29 (??/??/92)  186.47   (m)          611.8    (f) COMPUTED    2 0
 MF0357
 MF0357.Superseded values are not recommended for survey control.
 MF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0357.See file dsdata.txt to determine how the superseded data were derived.
 MF0357
 MF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL459503(NAD 83)
 MF0357_MARKER: DB = BENCH MARK DISK
 MF0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0357_SP_SET: ABUTMENT
 MF0357_STAMPING: K-29 1934
 MF0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0357+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2002
 MF0357
 MF0357  HISTORY     - Date     Condition        Report By
 MF0357  HISTORY     - 1934     MONUMENTED       CGS
 MF0357  HISTORY     - 19970808 GOOD             USPSQD
 MF0357  HISTORY     - 20020923 GOOD             USPSQD
 MF0357
 MF0357                          STATION DESCRIPTION
 MF0357
 MF0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0357'2.5 MI SW FROM STREATOR.
 MF0357'POST OFFICE, STREATOR ALONG THE ATCHISON, TOPEKA AND SANTA FE
 MF0357'RAILROAD, 3 POLES NORTH OF MILEPOST 92.  SET IN THE EAST END OF
 MF0357'THE SOUTH ABUTMENT OF HIGHWAY SUBWAY BRIDGE 91-B, 10 FEET EAST
 MF0357'OF THE CENTER LINE OF THE EAST TRACK, 2 FEET BELOW RAIL LEVEL.
 MF0357
 MF0357                          STATION RECOVERY (1997)
 MF0357
 MF0357'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0357'RECOVERED IN GOOD CONDITION.
 MF0357
 MF0357                          STATION RECOVERY (2002)
 MF0357
 MF0357'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0357'RAILROAD BRIDGE OVER COUNTY 3190 AT SOUTH END OF STREATOR WEST OF RTE.
 MF0357' 
 MF0357'23
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3265 ***********************************************************************
 ME3265  DESIGNATION -  K 29
 ME3265  PID         -  ME3265
 ME3265  STATE/COUNTY-  IL/DU PAGE
 ME3265  USGS QUAD   -  ELMHURST (1997)
 ME3265
 ME3265                         *CURRENT SURVEY CONTROL
 ME3265  ___________________________________________________________________
 ME3265* NAD 83(1997)-  41 59 29.80678(N)    087 56 19.77606(W)     ADJUSTED  
 ME3265* NAVD 88     -       203.25   (+/-2cm)     666.8    (feet)  VERTCON   
 ME3265  ___________________________________________________________________
 ME3265  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 ME3265  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME3265
 ME3265  HORZ ORDER  -  SECOND
 ME3265  VERT ORDER  -  THIRD ? (See Below)
 ME3265
 ME3265.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3265
 ME3265.The horizontal coordinates were established by classical geodetic methods
 ME3265.and adjusted by the National Geodetic Survey in October 1999..
 ME3265
 ME3265.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3265.The vertical order pertains to the NGVD 29 superseded value.
 ME3265
 ME3265.Photographs are available for this station.
 ME3265
 ME3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3265
 ME3265.The geoid height was determined by GEOID03.
 ME3265
 ME3265;                    North         East     Units Scale Factor Converg.
 ME3265;SPC IL E     -   591,246.352   332,688.678   MT  0.99998814   +0 15 50.2
 ME3265;SPC IL E     - 1,939,780.74  1,091,496.10   sFT  0.99998814   +0 15 50.2
 ME3265;UTM  16      - 4,649,271.272   422,238.027   MT  0.99967441   -0 37 41.3
 ME3265
 ME3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3265!SPC IL E     -   0.99997339  x   0.99998814  =   0.99996153
 ME3265!UTM  16      -   0.99997339  x   0.99967441  =   0.99964781
 ME3265
 ME3265:                Primary Azimuth Mark                     Grid Az
 ME3265:SPC IL E     -  O HARE CONTROL TWR BALL                  118 53 25.7
 ME3265:UTM  16      -  O HARE CONTROL TWR BALL                  119 46 57.2
 ME3265
 ME3265|---------------------------------------------------------------------|
 ME3265| PID    Reference Object                     Distance      Geod. Az  |
 ME3265|                                                           dddmmss.s |
 ME3265| ME3270 O HARE CONTROL TWR BALL             APPROX. 3.3 KM 1190915.9 |
 ME3265| ME3267 K 30                                APPROX. 0.9 KM 1793946.7 |
 ME3265|---------------------------------------------------------------------|
 ME3265
 ME3265                          SUPERSEDED SURVEY CONTROL
 ME3265
 ME3265  NAD 83(1997)-  41 59 29.80684(N)    087 56 19.77663(W) AD(       ) 2
 ME3265  NAD 83(1997)-  41 59 29.80627(N)    087 56 19.79140(W) AD(       ) 2
 ME3265  NAD 83(1986)-  41 59 29.80792(N)    087 56 19.79107(W) AD(       ) 2
 ME3265  NGVD 29 (08/23/90)  203.34   (m)          667.1    (f) LEVELING    3  
 ME3265
 ME3265.Superseded values are not recommended for survey control.
 ME3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3265.See file dsdata.txt to determine how the superseded data were derived.
 ME3265
 ME3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2223849271(NAD 83)
 ME3265_MARKER: DB = BENCH MARK DISK
 ME3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3265+STABILITY: SURFACE MOTION
 ME3265
 ME3265  HISTORY     - Date     Condition        Report By
 ME3265  HISTORY     - 1983     MONUMENTED       IL1670
 ME3265
 ME3265                          STATION DESCRIPTION
 ME3265
 ME3265'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3265'THE STATION IS LOCATED ON THE WEST EDGE OF THE CHICAGO O HARE
 ME3265'INTERNATIONAL AIRPORT, ALONG THE PERIMETER FENCE AND ROAD.  AN
 ME3265'AIRPORT ESCORT IS NEEDED TO REACH THE STATION.
 ME3265'
 ME3265'TO REACH THE STATION FROM THE SOUTHWEST FENCE CORNER OF A CEMETERY,
 ME3265'IN THE SOUTHWEST PART OF THE AIRPORT, GO WEST ON THE PERIMETER ROAD
 ME3265'FOR ABOUT 90 M (300 FT) TO STATION AIRPORT BM K5 COC ON THE RIGHT.
 ME3265'CONTINUE NORTHWEST AND NORTH ON THE PERIMETER ROAD FOR 3.4 KM (2.1
 ME3265'MI) TO THE STATION ON THE LEFT, SURROUNDED BY TRIANGULAR SHAPED
 ME3265'GUARD RAIL.
 ME3265'
 ME3265'THE STATION IS A STANDARD COC DISK STAMPED---K29---SET INTO A 0.3 M
 ME3265'(12 INCH) CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE.  IT IS
 ME3265'ABOUT 245 M (800 FT) SOUTH OF STROBE LIGHTS, 7.57 M (24.85 FT)
 ME3265'SOUTHEAST OF AN IRON FENCE POST WITH CHISELED X, 6.68 M (21.90 FT)
 ME3265'NORTHEAST OF AN IRON FENCE POST WITH CHISELED X AND 2.45 M (8.03
 ME3265'EAST OF AN IRON POST WITH CHISELED X.
 ME3265'
 ME3265'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0358 ***********************************************************************
 MF0358  DESIGNATION -  K 29 RESET 1943
 MF0358  PID         -  MF0358
 MF0358  STATE/COUNTY-  IL/LIVINGSTON
 MF0358  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0358
 MF0358                         *CURRENT SURVEY CONTROL
 MF0358  ___________________________________________________________________
 MF0358* NAD 83(1986)-  41 05 25.     (N)    088 50 02.     (W)     SCALED    
 MF0358* NAVD 88     -       184.49   (+/-2cm)     605.3    (feet)  VERTCON   
 MF0358  ___________________________________________________________________
 MF0358  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MF0358
 MF0358  VERT ORDER  -  THIRD (See Below)
 MF0358
 MF0358.The horizontal coordinates were scaled from a topographic map and have
 MF0358.an estimated accuracy of +/- 6 seconds.
 MF0358
 MF0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF0358.The vertical order pertains to the NGVD 29 superseded value.
 MF0358
 MF0358.The geoid height was determined by GEOID03.
 MF0358
 MF0358;                    North         East    Units  Estimated Accuracy
 MF0358;SPC IL E     -   491,190.      257,940.      MT  (+/- 180 meters Scaled)
 MF0358
 MF0358                          SUPERSEDED SURVEY CONTROL
 MF0358
 MF0358  NGVD 29 (??/??/??)  184.55   (m)          605.5    (f) RESET       3  
 MF0358
 MF0358.Superseded values are not recommended for survey control.
 MF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0358.See file dsdata.txt to determine how the superseded data were derived.
 MF0358
 MF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL459503(NAD 83)
 MF0358_MARKER: DD = SURVEY DISK
 MF0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0358_SP_SET: ABUTMENT
 MF0358_STAMPING: K 29 RESET 1943
 MF0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0358
 MF0358  HISTORY     - Date     Condition        Report By
 MF0358  HISTORY     - 1943     MONUMENTED       ATSFRR
 MF0358
 MF0358                          STATION DESCRIPTION
 MF0358
 MF0358'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1943
 MF0358'2.5 MI SW FROM STREATOR.
 MF0358'IN LIVINGSTON COUNTY, 2.5 MILES SOUTHWEST ALONG THE ATCHISON,
 MF0358'TOPEKA AND SANTA FE RAILWAY FROM THE POST OFFICE AT STREATOR,
 MF0358'LA SALLE COUNTY, AT BRIDGE 91 B OVER A HIGHWAY, IN THE EAST END
 MF0358'OF THE SOUTH CONCRETE ABUTMENT, 12.5 FEET EAST OF THE CENTERLINE
 MF0358'OF THE EAST TRACK, AND ABOUT 8 FEET LOWER THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1303 ***********************************************************************
 HB1303  DESIGNATION -  K 291
 HB1303  PID         -  HB1303
 HB1303  STATE/COUNTY-  IL/UNION
 HB1303  USGS QUAD   -  MC CLURE (1993)
 HB1303
 HB1303                         *CURRENT SURVEY CONTROL
 HB1303  ___________________________________________________________________
 HB1303* NAD 83(1986)-  37 21 09.     (N)    089 24 35.     (W)     SCALED    
 HB1303* NAVD 88     -       109.974  (meters)     360.81   (feet)  ADJUSTED  
 HB1303  ___________________________________________________________________
 HB1303  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HB1303  DYNAMIC HT  -         109.896 (meters)     360.55  (feet)  COMP
 HB1303  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 HB1303
 HB1303  VERT ORDER  -  FIRST     CLASS II
 HB1303
 HB1303.The horizontal coordinates were scaled from a topographic map and have
 HB1303.an estimated accuracy of +/- 6 seconds.
 HB1303
 HB1303.The orthometric height was determined by differential leveling
 HB1303.and adjusted by the National Geodetic Survey in June 1991..
 HB1303
 HB1303.The geoid height was determined by GEOID03.
 HB1303
 HB1303.The dynamic height is computed by dividing the NAVD 88
 HB1303.geopotential number by the normal gravity value computed on the
 HB1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1303.degrees latitude (g = 980.6199 gals.).
 HB1303
 HB1303.The modeled gravity was interpolated from observed gravity values.
 HB1303
 HB1303;                    North         East    Units  Estimated Accuracy
 HB1303;SPC IL W     -    76,380.      767,060.      MT  (+/- 180 meters Scaled)
 HB1303
 HB1303                          SUPERSEDED SURVEY CONTROL
 HB1303
 HB1303  NGVD 29 (??/??/??)  109.875  (m)          360.48   (f) ADJUSTED    1 2
 HB1303
 HB1303.Superseded values are not recommended for survey control.
 HB1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1303.See file dsdata.txt to determine how the superseded data were derived.
 HB1303
 HB1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG865367(NAD 83)
 HB1303_MARKER: I = METAL ROD
 HB1303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1303_SP_SET: STAINLESS STEEL ROD
 HB1303_STAMPING: K 291 1981
 HB1303_MARK LOGO: NGS   
 HB1303_PROJECTION: FLUSH
 HB1303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1303_ROD/PIPE-DEPTH: 9.7  meters
 HB1303
 HB1303  HISTORY     - Date     Condition        Report By
 HB1303  HISTORY     - 1981     MONUMENTED       NGS
 HB1303
 HB1303                          STATION DESCRIPTION
 HB1303
 HB1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1303'5.08 KM (3.15 MI) NE FROM MCCLURE.
 HB1303'0.7 KILOMETER (0.45 MILE) NORTHEAST ALONG STATE HIGHWAYS 3 AND 146
 HB1303'FROM THE MCCLURE ELEMENTARY SCHOOL IN MCCLURE, THENCE 0.2 KILOMETER
 HB1303'(0.1 MILE) NORTHWEST ALONG A GRAVELED ROAD, THENCE 4.0 KILOMETER (2.5
 HB1303'MILES) NORTHEAST ALONG THE LEVEE ROAD TO THE MARK ON THE RIGHT,
 HB1303'33.22 METERS (109.0 FEET) WEST OF A 36-INCH ELM TREE, 3.04 METERS
 HB1303'(10.0 FEET) EAST OF THE CENTER OF THE LEVEE ROAD.
 HB1303'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 HB1303'THE MARK IS 0.18 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1650 ***********************************************************************
 JA1650  DESIGNATION -  K 294
 JA1650  PID         -  JA1650
 JA1650  STATE/COUNTY-  IL/LAWRENCE
 JA1650  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1650
 JA1650                         *CURRENT SURVEY CONTROL
 JA1650  ___________________________________________________________________
 JA1650* NAD 83(1986)-  38 43 45.     (N)    087 40 57.     (W)     SCALED    
 JA1650* NAVD 88     -       146.493  (meters)     480.62   (feet)  ADJUSTED  
 JA1650  ___________________________________________________________________
 JA1650  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JA1650  DYNAMIC HT  -         146.404 (meters)     480.33  (feet)  COMP
 JA1650  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JA1650
 JA1650  VERT ORDER  -  FIRST     CLASS II
 JA1650
 JA1650.The horizontal coordinates were scaled from a topographic map and have
 JA1650.an estimated accuracy of +/- 6 seconds.
 JA1650
 JA1650.The orthometric height was determined by differential leveling
 JA1650.and adjusted by the National Geodetic Survey in June 1991..
 JA1650
 JA1650.The geoid height was determined by GEOID03.
 JA1650
 JA1650.The dynamic height is computed by dividing the NAVD 88
 JA1650.geopotential number by the normal gravity value computed on the
 JA1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1650.degrees latitude (g = 980.6199 gals.).
 JA1650
 JA1650.The modeled gravity was interpolated from observed gravity values.
 JA1650
 JA1650;                    North         East    Units  Estimated Accuracy
 JA1650;SPC IL E     -   229,110.      356,590.      MT  (+/- 180 meters Scaled)
 JA1650
 JA1650                          SUPERSEDED SURVEY CONTROL
 JA1650
 JA1650.No superseded survey control is available for this station.
 JA1650
 JA1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH406869(NAD 83)
 JA1650_MARKER: DB = BENCH MARK DISK
 JA1650_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 JA1650_SP_SET: BUILDING
 JA1650_STAMPING: K 294 1986
 JA1650_MARK LOGO: NGS   
 JA1650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1650+STABILITY: POSITION/ELEVATION WELL
 JA1650
 JA1650  HISTORY     - Date     Condition        Report By
 JA1650  HISTORY     - 1986     MONUMENTED       NGS
 JA1650
 JA1650                          STATION DESCRIPTION
 JA1650
 JA1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1650'IN LAWRENCEVILLE.
 JA1650'IN LAWRENCEVILLE, AT THE INTERSECTION OF STATE AND 12TH STREETS, IN
 JA1650'THE TOP STEP DIRECTLY OVER THE FOUNDATION OF THE COURTHOUSE, 47.3 M
 JA1650'(155.2 FT) EAST OF THE CENTER OF 12TH STREET, 30.8 M (101.0 FT) SOUTH
 JA1650'OF THE CENTERLINE OF STATE STREET, 1.7 M (5.6 FT) EAST OF THE CENTER
 JA1650'OF THE ENTRANCE TO THE COURTHOUSE, AND 0.3 M (1.0 FT) WEST OF THE EAST
 JA1650'FACE OF A WALL.
 JA1650'THE MARK IS ABOVE LEVEL WITH THE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1610 ***********************************************************************
 JB1610  DESIGNATION -  K 295
 JB1610  PID         -  JB1610
 JB1610  STATE/COUNTY-  IL/MARION
 JB1610  USGS QUAD   -  CENTRALIA EAST (1981)
 JB1610
 JB1610                         *CURRENT SURVEY CONTROL
 JB1610  ___________________________________________________________________
 JB1610* NAD 83(1986)-  38 36 31.     (N)    089 06 57.     (W)     SCALED    
 JB1610* NAVD 88     -       153.299  (meters)     502.95   (feet)  ADJUSTED  
 JB1610  ___________________________________________________________________
 JB1610  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB1610  DYNAMIC HT  -         153.203 (meters)     502.63  (feet)  COMP
 JB1610  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JB1610
 JB1610  VERT ORDER  -  FIRST     CLASS II
 JB1610
 JB1610.The horizontal coordinates were scaled from a topographic map and have
 JB1610.an estimated accuracy of +/- 6 seconds.
 JB1610
 JB1610.The orthometric height was determined by differential leveling
 JB1610.and adjusted by the National Geodetic Survey in June 1991..
 JB1610
 JB1610.The geoid height was determined by GEOID03.
 JB1610
 JB1610.The dynamic height is computed by dividing the NAVD 88
 JB1610.geopotential number by the normal gravity value computed on the
 JB1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1610.degrees latitude (g = 980.6199 gals.).
 JB1610
 JB1610.The modeled gravity was interpolated from observed gravity values.
 JB1610
 JB1610;                    North         East    Units  Estimated Accuracy
 JB1610;SPC IL E     -   215,820.      231,840.      MT  (+/- 180 meters Scaled)
 JB1610
 JB1610                          SUPERSEDED SURVEY CONTROL
 JB1610
 JB1610.No superseded survey control is available for this station.
 JB1610
 JB1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH157754(NAD 83)
 JB1610_MARKER: I = METAL ROD
 JB1610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JB1610_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JB1610_STAMPING: K 295 1986
 JB1610_MARK LOGO: NGS   
 JB1610_PROJECTION: RECESSED 1 CENTIMETERS
 JB1610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JB1610+STABILITY: POSITION/ELEVATION WELL
 JB1610_ROD/PIPE-DEPTH: 9.1  meters
 JB1610_SLEEVE-DEPTH  : 3.0 meters
 JB1610
 JB1610  HISTORY     - Date     Condition        Report By
 JB1610  HISTORY     - 1986     MONUMENTED       NGS
 JB1610
 JB1610                          STATION DESCRIPTION
 JB1610
 JB1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1610'IN SANDOVAL.
 JB1610'IN SANDOVAL, AT THE INTERSECTION OF U.S. HIGHWAY 51 AND SOUTHEAST 4TH
 JB1610'STREET, NEAR THE SOUTHEAST CORNER OF THE CITY PARK, 41.5 M (136.2 FT)
 JB1610'WEST OF THE CENTERLINE OF THE HIGHWAY, 14.5 M (47.6 FT) NORTH OF THE
 JB1610'CENTER OF THE STREET, AND 0.8 M (2.6 FT) WEST OF THE SOUTHWEST CORNER
 JB1610'OF A FENCE AROUND THE CITY WATER TANK.  NOTE--ACCESS TO DATUM POINT IS
 JB1610'HAD THROUGH A 5-INCH LOGO CAP.
 JB1610'THE MARK IS 0.6 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1579 ***********************************************************************
 JB1579  CBN         -  This is a Cooperative Base Network Control Station.
 JB1579  DESIGNATION -  K 296
 JB1579  PID         -  JB1579
 JB1579  STATE/COUNTY-  IL/CLAY
 JB1579  USGS QUAD   -  CLAY CITY (1970)
 JB1579
 JB1579                         *CURRENT SURVEY CONTROL
 JB1579  ___________________________________________________________________
 JB1579* NAD 83(1997)-  38 40 45.74821(N)    088 21 15.21409(W)     ADJUSTED  
 JB1579* NAVD 88     -       137.688  (meters)     451.73   (feet)  ADJUSTED  
 JB1579  ___________________________________________________________________
 JB1579  X           -     143,191.352 (meters)                     COMP
 JB1579  Y           -  -4,983,675.952 (meters)                     COMP
 JB1579  Z           -   3,964,659.768 (meters)                     COMP
 JB1579  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JB1579  ELLIP HEIGHT-         106.49  (meters)          (10/15/04) GPS OBS
 JB1579  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JB1579  DYNAMIC HT  -         137.602 (meters)     451.45  (feet)  COMP
 JB1579  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JB1579
 JB1579  HORZ ORDER  -  B
 JB1579  VERT ORDER  -  FIRST     CLASS II
 JB1579  ELLP ORDER  -  FOURTH    CLASS II
 JB1579
 JB1579.The horizontal coordinates were established by GPS observations
 JB1579.and adjusted by the National Geodetic Survey in July 1998..
 JB1579
 JB1579.The orthometric height was determined by differential leveling
 JB1579.and adjusted by the National Geodetic Survey in June 1991..
 JB1579
 JB1579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1579
 JB1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1579
 JB1579.The ellipsoidal height was determined by GPS observations
 JB1579.and is referenced to NAD 83.
 JB1579
 JB1579.The geoid height was determined by GEOID03.
 JB1579
 JB1579.The dynamic height is computed by dividing the NAVD 88
 JB1579.geopotential number by the normal gravity value computed on the
 JB1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1579.degrees latitude (g = 980.6199 gals.).
 JB1579
 JB1579.The modeled gravity was interpolated from observed gravity values.
 JB1579
 JB1579;                    North         East     Units Scale Factor Converg.
 JB1579;SPC IL E     -   223,385.726   298,182.037   MT  0.99997504   -0 00 47.0
 JB1579;SPC IL E     -   732,891.34    978,285.57   sFT  0.99997504   -0 00 47.0
 JB1579;UTM  16      - 4,282,067.494   382,205.369   MT  0.99977087   -0 50 47.2
 JB1579
 JB1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1579!SPC IL E     -   0.99998329  x   0.99997504  =   0.99995833
 JB1579!UTM  16      -   0.99998329  x   0.99977087  =   0.99975417
 JB1579
 JB1579                          SUPERSEDED SURVEY CONTROL
 JB1579
 JB1579  ELLIP H (07/17/98)  106.50   (m)                       GP(       ) 4 1
 JB1579  NAVD 88 (07/17/98)  137.69   (m)          451.7    (f) LEVELING    3  
 JB1579
 JB1579.Superseded values are not recommended for survey control.
 JB1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1579.See file dsdata.txt to determine how the superseded data were derived.
 JB1579
 JB1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH8220582067(NAD 83)
 JB1579_MARKER: I = METAL ROD
 JB1579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1579_SP_SET: STAINLESS STEEL ROD
 JB1579_STAMPING: K 296 1986
 JB1579_MARK LOGO: NGS   
 JB1579_PROJECTION: FLUSH
 JB1579_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1579+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 JB1579_ROD/PIPE-DEPTH: 6.40 meters
 JB1579
 JB1579  HISTORY     - Date     Condition        Report By
 JB1579  HISTORY     - 1986     MONUMENTED       NGS
 JB1579  HISTORY     - 19970227 GOOD             NGS
 JB1579  HISTORY     - 19990927 GOOD             ILDT
 JB1579  HISTORY     - 20040630 GOOD             ILDT
 JB1579
 JB1579                          STATION DESCRIPTION
 JB1579
 JB1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1579'IN CLAY CITY.
 JB1579'IN CLAY CITY, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND SOUTH MAIN
 JB1579'STREET, 24.5 M (80.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.5
 JB1579'M (41.0 FT) WEST OF THE CENTER OF THE STREET, AND 1.2 M (3.9 FT) SOUTH
 JB1579'OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JB1579'5-INCH LOGO CAP.
 JB1579'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JB1579'THE MARK IS ABOVE LEVEL WITH THE STREET.
 JB1579
 JB1579                          STATION RECOVERY (1997)
 JB1579
 JB1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JB1579'THE STATION IS LOCATED IN THE SOUTHWEST PART OF CLAY CITY IN THE
 JB1579'SOUTHWEST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 50 AND CLAY
 JB1579'CITY ROAD (SOUTH MAIN STREET).  IT IS 24.5 M (80.4 FT) SOUTH OF THE
 JB1579'CENTERLINE OF HIGHWAY 50, 12.5 M (41.0 FT) WEST OF THE CENTER OF MAIN
 JB1579'STREET, 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE WITH A STREET LIGHT,
 JB1579'AND 1.1 M (3.6 FT) SOUTH OF A FIBERGLASS WITNESS POST.  NOTE--ACCESS
 JB1579'TO THE STATION POINT IS THROUGH A 5-INCH ACCESS COVER.
 JB1579
 JB1579                          STATION RECOVERY (1999)
 JB1579
 JB1579'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JB1579'RECOVERED AS DESCRIBED
 JB1579'
 JB1579
 JB1579                          STATION RECOVERY (2004)
 JB1579
 JB1579'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (RA)
 JB1579'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1686 ***********************************************************************
 LC1686  DESIGNATION -  K 297
 LC1686  PID         -  LC1686
 LC1686  STATE/COUNTY-  IL/MCLEAN
 LC1686  USGS QUAD   -  HOLDER (1981)
 LC1686
 LC1686                         *CURRENT SURVEY CONTROL
 LC1686  ___________________________________________________________________
 LC1686* NAD 83(1986)-  40 22 46.     (N)    088 50 18.     (W)     SCALED    
 LC1686* NAVD 88     -       241.164  (meters)     791.22   (feet)  ADJUSTED  
 LC1686  ___________________________________________________________________
 LC1686  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LC1686  DYNAMIC HT  -         241.047 (meters)     790.84  (feet)  COMP
 LC1686  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 LC1686
 LC1686  VERT ORDER  -  FIRST     CLASS II
 LC1686
 LC1686.The horizontal coordinates were scaled from a topographic map and have
 LC1686.an estimated accuracy of +/- 6 seconds.
 LC1686
 LC1686.The orthometric height was determined by differential leveling
 LC1686.and adjusted by the National Geodetic Survey in June 1991..
 LC1686
 LC1686.The geoid height was determined by GEOID03.
 LC1686
 LC1686.The dynamic height is computed by dividing the NAVD 88
 LC1686.geopotential number by the normal gravity value computed on the
 LC1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1686.degrees latitude (g = 980.6199 gals.).
 LC1686
 LC1686.The modeled gravity was interpolated from observed gravity values.
 LC1686
 LC1686;                    North         East    Units  Estimated Accuracy
 LC1686;SPC IL E     -   412,260.      257,120.      MT  (+/- 180 meters Scaled)
 LC1686
 LC1686                          SUPERSEDED SURVEY CONTROL
 LC1686
 LC1686.No superseded survey control is available for this station.
 LC1686
 LC1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK439714(NAD 83)
 LC1686_MARKER: I = METAL ROD
 LC1686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1686_SP_SET: STAINLESS STEEL ROD
 LC1686_STAMPING: K 297 1986
 LC1686_MARK LOGO: NGS   
 LC1686_PROJECTION: FLUSH
 LC1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1686_ROD/PIPE-DEPTH: 12.2 meters
 LC1686
 LC1686  HISTORY     - Date     Condition        Report By
 LC1686  HISTORY     - 1986     MONUMENTED       NGS
 LC1686
 LC1686                          STATION DESCRIPTION
 LC1686
 LC1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1686'14.5 KM (9.0 MI) SE FROM BLOOMINGTON.
 LC1686'14.5 KM (9.0 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS
 LC1686'JUNCTION WITH INTERSTATE HIGHWAY 55 BUSINESS LOOP IN BLOOMINGTON, 44.2
 LC1686'M (145.0 FT) SOUTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY, 9.0 M
 LC1686'(29.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3
 LC1686'FT) WEST-NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 LC1686'HAD THROUGH A 5-INCH LOGO CAP.
 LC1686'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 LC1686'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0250 ***********************************************************************
 KB0250  DESIGNATION -  K 3
 KB0250  PID         -  KB0250
 KB0250  STATE/COUNTY-  IL/JASPER
 KB0250  USGS QUAD   -  ROSE HILL (1985)
 KB0250
 KB0250                         *CURRENT SURVEY CONTROL
 KB0250  ___________________________________________________________________
 KB0250* NAD 83(1986)-  39 07 08.     (N)    088 08 52.     (W)     SCALED    
 KB0250* NAVD 88     -       172.509  (meters)     565.97   (feet)  ADJUSTED  
 KB0250  ___________________________________________________________________
 KB0250  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KB0250  DYNAMIC HT  -         172.407 (meters)     565.64  (feet)  COMP
 KB0250  MODELED GRAV-     980,031.8   (mgal)                       NAVD 88
 KB0250
 KB0250  VERT ORDER  -  FIRST     CLASS II
 KB0250
 KB0250.The horizontal coordinates were scaled from a topographic map and have
 KB0250.an estimated accuracy of +/- 6 seconds.
 KB0250
 KB0250.The orthometric height was determined by differential leveling
 KB0250.and adjusted by the National Geodetic Survey in June 1991..
 KB0250
 KB0250.The geoid height was determined by GEOID03.
 KB0250
 KB0250.The dynamic height is computed by dividing the NAVD 88
 KB0250.geopotential number by the normal gravity value computed on the
 KB0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0250.degrees latitude (g = 980.6199 gals.).
 KB0250
 KB0250.The modeled gravity was interpolated from observed gravity values.
 KB0250
 KB0250;                    North         East    Units  Estimated Accuracy
 KB0250;SPC IL E     -   272,190.      316,050.      MT  (+/- 180 meters Scaled)
 KB0250
 KB0250                          SUPERSEDED SURVEY CONTROL
 KB0250
 KB0250  NGVD 29 (??/??/92)  172.574  (m)          566.19   (f) ADJ UNCH    1 2
 KB0250
 KB0250.Superseded values are not recommended for survey control.
 KB0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0250.See file dsdata.txt to determine how the superseded data were derived.
 KB0250
 KB0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ007305(NAD 83)
 KB0250_MARKER: P = PIPE CAP
 KB0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0250_STAMPING: ILLINOIS 566 1906
 KB0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0250
 KB0250  HISTORY     - Date     Condition        Report By
 KB0250  HISTORY     - 1906     MONUMENTED       USGS
 KB0250  HISTORY     - 1956     GOOD             NGS
 KB0250
 KB0250                          STATION DESCRIPTION
 KB0250
 KB0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0250'1 MI N FROM ROSE HILL.
 KB0250'ABOUT 1.0 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0250'THE BLACK TOP ROAD CROSSING AT ROSE HILL, ABOUT 185 YARDS NORTH
 KB0250'OF MILE POST P 151, 32 1/2 FEET EAST OF EAST RAIL, 2.2 FEET
 KB0250'EAST OF R/W FENCE LINE AND A SHORT CONCRETE WALL SERVING AS A
 KB0250'FENCE BRACE, 25 FEET NORTHEAST OF THE 4TH TELEPHONE POLE NORTH OF
 KB0250'MILE POST, 38 FEET SOUTH OF CENTER LINE OF DEAD END OF A FIELD
 KB0250'ROAD LEADING EAST FROM TRACK, ABOUT 1 FOOT BELOW LEVEL OF TRACK
 KB0250'AND IS A U.S.G.S. PIPE AND CAP PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3266 ***********************************************************************
 ME3266  DESIGNATION -  K 3
 ME3266  PID         -  ME3266
 ME3266  STATE/COUNTY-  IL/DU PAGE
 ME3266  USGS QUAD   -  ELMHURST (1997)
 ME3266
 ME3266                         *CURRENT SURVEY CONTROL
 ME3266  ___________________________________________________________________
 ME3266* NAD 83(1997)-  41 58 17.05541(N)    087 56 09.89119(W)     ADJUSTED  
 ME3266* NAVD 88     -       202.21   (+/-2cm)     663.4    (feet)  VERTCON   
 ME3266  ___________________________________________________________________
 ME3266  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 ME3266  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3266
 ME3266  HORZ ORDER  -  SECOND
 ME3266  VERT ORDER  -  THIRD ? (See Below)
 ME3266
 ME3266.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3266
 ME3266.The horizontal coordinates were established by classical geodetic methods
 ME3266.and adjusted by the National Geodetic Survey in October 1999..
 ME3266
 ME3266.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3266.The vertical order pertains to the NGVD 29 superseded value.
 ME3266
 ME3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3266
 ME3266.The geoid height was determined by GEOID03.
 ME3266
 ME3266;                    North         East     Units Scale Factor Converg.
 ME3266;SPC IL E     -   589,002.813   332,926.604   MT  0.99998834   +0 15 56.4
 ME3266;SPC IL E     - 1,932,420.06  1,092,276.70   sFT  0.99998834   +0 15 56.4
 ME3266;UTM  16      - 4,647,025.007   422,440.938   MT  0.99967402   -0 37 33.8
 ME3266
 ME3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3266!SPC IL E     -   0.99997355  x   0.99998834  =   0.99996189
 ME3266!UTM  16      -   0.99997355  x   0.99967402  =   0.99964758
 ME3266
 ME3266                          SUPERSEDED SURVEY CONTROL
 ME3266
 ME3266  NAD 83(1997)-  41 58 17.05548(N)    087 56 09.89174(W) AD(       ) 2
 ME3266  NAD 83(1997)-  41 58 17.05486(N)    087 56 09.90611(W) AD(       ) 2
 ME3266  NAD 83(1986)-  41 58 17.05632(N)    087 56 09.90585(W) AD(       ) 2
 ME3266  NGVD 29 (08/23/90)  202.30   (m)          663.7    (f) LEVELING    3  
 ME3266
 ME3266.Superseded values are not recommended for survey control.
 ME3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3266.See file dsdata.txt to determine how the superseded data were derived.
 ME3266
 ME3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2244147025(NAD 83)
 ME3266_MARKER: DB = BENCH MARK DISK
 ME3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3266_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME3266_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3266+STABILITY: SURFACE MOTION
 ME3266
 ME3266  HISTORY     - Date     Condition        Report By
 ME3266  HISTORY     - 1983     MONUMENTED       IL1670
 ME3266
 ME3266                          STATION DESCRIPTION
 ME3266
 ME3266'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3266'STATION IS LOCATED ALONG THE WEST-SOUTHWEST EDGE OF CHICAGO OHARE
 ME3266'INTERNATIONAL AIRPORT, ALONG THE OUTER PERIMETER FENCE AND ROAD.
 ME3266'AN AIRPORT ESCORT IS NEEDED TO REACH THE STATION.
 ME3266'
 ME3266'TO REACH THE STATION FROM THE SOUTHWEST FENCE CORNER OF A CEMETERY
 ME3266'IN THE SOUTHWEST PART OF THE AIRPORT, GO WEST ABOUT 90 M (300 FT)
 ME3266'TO STATION AIRPORT BM K5 COC ON THE RIGHT.  CONTINUE NORTHWEST ON
 ME3266'THE PERIMETER ROAD FOR 1.15 KM (0.7 MI) TO THE STATION ON THE LEFT,
 ME3266'SURROUNDED BY TRIANGULAR SHAPED GUARDRAIL.
 ME3266'
 ME3266'THE STATION IS A STANDARD COC DISK STAMPED---K-3---SET INTO THE TOP
 ME3266'OF A 30 CM (12-INCH) SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 ME3266'THE SURFACE AND SURROUNDED BY A TRIANGULAR SHAPED GUARD RAIL.  IT
 ME3266'IS 17.8 M (58.4 FT) SOUTH OF A TREE, 7.4 M (24.3 FT) WEST-NORTHWEST
 ME3266'OF A TREE AND 3.0 M (10 FT) EAST OF A CHISELED X ON IRON FENCE POST.
 ME3266'
 ME3266'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0908 ***********************************************************************
 LC0908  DESIGNATION -  K 30
 LC0908  PID         -  LC0908
 LC0908  STATE/COUNTY-  IL/PEORIA
 LC0908  USGS QUAD   -  CHILLICOTHE (1972)
 LC0908
 LC0908                         *CURRENT SURVEY CONTROL
 LC0908  ___________________________________________________________________
 LC0908* NAD 83(1986)-  40 55 46.     (N)    089 27 56.     (W)     SCALED    
 LC0908* NAVD 88     -       152.954  (meters)     501.82   (feet)  ADJUSTED  
 LC0908  ___________________________________________________________________
 LC0908  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LC0908  DYNAMIC HT  -         152.888 (meters)     501.60  (feet)  COMP
 LC0908  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 LC0908
 LC0908  VERT ORDER  -  SECOND    CLASS 0
 LC0908
 LC0908.The horizontal coordinates were scaled from a topographic map and have
 LC0908.an estimated accuracy of +/- 6 seconds.
 LC0908
 LC0908.The orthometric height was determined by differential leveling
 LC0908.and adjusted by the National Geodetic Survey in June 1991..
 LC0908
 LC0908.The geoid height was determined by GEOID03.
 LC0908
 LC0908.The dynamic height is computed by dividing the NAVD 88
 LC0908.geopotential number by the normal gravity value computed on the
 LC0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0908.degrees latitude (g = 980.6199 gals.).
 LC0908
 LC0908.The modeled gravity was interpolated from observed gravity values.
 LC0908
 LC0908;                    North         East    Units  Estimated Accuracy
 LC0908;SPC IL W     -   473,430.      759,050.      MT  (+/- 180 meters Scaled)
 LC0908
 LC0908                          SUPERSEDED SURVEY CONTROL
 LC0908
 LC0908  NGVD 29 (??/??/92)  153.044  (m)          502.11   (f) ADJ UNCH    2 0
 LC0908
 LC0908.Superseded values are not recommended for survey control.
 LC0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0908.See file dsdata.txt to determine how the superseded data were derived.
 LC0908
 LC0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL924338(NAD 83)
 LC0908_MARKER: DB = BENCH MARK DISK
 LC0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0908_SP_SET: BRIDGE
 LC0908_STAMPING: K 30 1934
 LC0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0908
 LC0908  HISTORY     - Date     Condition        Report By
 LC0908  HISTORY     - 1934     MONUMENTED       CGS
 LC0908  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC0908
 LC0908                          STATION DESCRIPTION
 LC0908
 LC0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0908'1.6 MI NE FROM CHILLICOTHE.
 LC0908'1.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LC0908'RAILWAY FROM THE STATION AT CHILLICOTHE, PEORIA COUNTY, AT BRIDGE
 LC0908'128 A OVER THE ILLINOIS RIVER, IN THE TOP OF THE SOUTH END OF
 LC0908'THE WEST ABUTMENT, 12 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 LC0908'TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LC0908'STAMPED K 30 1934.
 LC0908
 LC0908                          STATION RECOVERY (1998)
 LC0908
 LC0908'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3267 ***********************************************************************
 ME3267  DESIGNATION -  K 30
 ME3267  PID         -  ME3267
 ME3267  STATE/COUNTY-  IL/DU PAGE
 ME3267  USGS QUAD   -  ELMHURST (1997)
 ME3267
 ME3267                         *CURRENT SURVEY CONTROL
 ME3267  ___________________________________________________________________
 ME3267* NAD 83(1997)-  41 59 02.09557(N)    087 56 19.55759(W)     ADJUSTED  
 ME3267* NAVD 88     -       199.30   (+/-2cm)     653.9    (feet)  VERTCON   
 ME3267  ___________________________________________________________________
 ME3267  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 ME3267  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME3267
 ME3267  HORZ ORDER  -  SECOND
 ME3267  VERT ORDER  -  THIRD ? (See Below)
 ME3267
 ME3267.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3267
 ME3267.The horizontal coordinates were established by classical geodetic methods
 ME3267.and adjusted by the National Geodetic Survey in October 1999..
 ME3267
 ME3267.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3267.The vertical order pertains to the NGVD 29 superseded value.
 ME3267
 ME3267.Photographs are available for this station.
 ME3267
 ME3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3267
 ME3267.The geoid height was determined by GEOID03.
 ME3267
 ME3267;                    North         East     Units Scale Factor Converg.
 ME3267;SPC IL E     -   590,391.403   332,697.646   MT  0.99998815   +0 15 50.2
 ME3267;SPC IL E     - 1,936,975.79  1,091,525.53   sFT  0.99998815   +0 15 50.2
 ME3267;UTM  16      - 4,648,416.556   422,233.685   MT  0.99967441   -0 37 40.8
 ME3267
 ME3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3267!SPC IL E     -   0.99997401  x   0.99998815  =   0.99996216
 ME3267!UTM  16      -   0.99997401  x   0.99967441  =   0.99964843
 ME3267
 ME3267:                Primary Azimuth Mark                     Grid Az
 ME3267:SPC IL E     -  K 1                                      179 44 52.3
 ME3267:UTM  16      -  K 1                                      180 38 23.3
 ME3267
 ME3267|---------------------------------------------------------------------|
 ME3267| PID    Reference Object                     Distance      Geod. Az  |
 ME3267|                                                           dddmmss.s |
 ME3267| ME3263 K 1                                 APPROX. 0.6 KM 1800042.5 |
 ME3267|---------------------------------------------------------------------|
 ME3267
 ME3267                          SUPERSEDED SURVEY CONTROL
 ME3267
 ME3267  NAD 83(1997)-  41 59 02.09564(N)    087 56 19.55815(W) AD(       ) 2
 ME3267  NAD 83(1997)-  41 59 02.09503(N)    087 56 19.57277(W) AD(       ) 2
 ME3267  NAD 83(1986)-  41 59 02.09662(N)    087 56 19.57242(W) AD(       ) 2
 ME3267  NGVD 29 (08/23/90)  199.39   (m)          654.2    (f) LEVELING    3  
 ME3267
 ME3267.Superseded values are not recommended for survey control.
 ME3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3267.See file dsdata.txt to determine how the superseded data were derived.
 ME3267
 ME3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2223448417(NAD 83)
 ME3267_MARKER: DB = BENCH MARK DISK
 ME3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME3267_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3267+STABILITY: SURFACE MOTION
 ME3267
 ME3267  HISTORY     - Date     Condition        Report By
 ME3267  HISTORY     - 1983     MONUMENTED       IL1670
 ME3267
 ME3267                          STATION DESCRIPTION
 ME3267
 ME3267'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3267'THE STATION IS LOCATED ON THE WEST EDGE OF THE CHICAGO O HARE
 ME3267'INTERNATIONAL AIRPORT, ALONG THE OUTER PERIMETER FENCE, JUST WEST
 ME3267'OF THE PERIMETER ROAD.  AN AIRPORT ESCORT IS NEEDED TO REACH THE
 ME3267'STATION.
 ME3267'
 ME3267'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF A CEMETERY IN
 ME3267'THE SOUTHWEST PART OF THE AIRPORT, GO WEST ON PERIMETER ROAD FOR
 ME3267'ABOUT 90 M (300 FT) TO STATION AIRPORT BM K5 COC ON THE RIGHT.
 ME3267'CONTINUE NORTHWEST AND NORTH ON THE PERIMETER ROAD FOR 2.55 KM (1.6
 ME3267'MI) TO WHERE ROAD CROSSES DRAINAGE CANAL. THE STATION IS JUST WEST
 ME3267'OF THIS POINT, ALONG PERIMETER FENCE, SURROUNDED BY TRIANGULAR
 ME3267'SHAPED GUARDRAIL.
 ME3267'
 ME3267'THE STATION IS A STANDARD COC DISK STAMPED---K30---SET INTO THE TOP
 ME3267'OF A 0.3 M (12 INCH) CONCRETE MONUMENT THAT IS FLUSH WITH THE
 ME3267'SURFACE.  IT IS 18.3 M (60 FT) NORTH OF THE CANAL, 9.9 M (32.5 FT)
 ME3267'NORTH-NORTHWEST OF A TREE AND 7.12 M (23.36 FT) NORTHEAST OF AN
 ME3267'IRON POST WITH A CHISELED X.
 ME3267'
 ME3267'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2122 ***********************************************************************
 LB2122  DESIGNATION -  K 300
 LB2122  PID         -  LB2122
 LB2122  STATE/COUNTY-  IL/VERMILION
 LB2122  USGS QUAD   -  DANVILLE SW (1978)
 LB2122
 LB2122                         *CURRENT SURVEY CONTROL
 LB2122  ___________________________________________________________________
 LB2122* NAD 83(1986)-  40 06 16.     (N)    087 38 25.     (W)     SCALED    
 LB2122* NAVD 88     -       193.946  (meters)     636.30   (feet)  ADJUSTED  
 LB2122  ___________________________________________________________________
 LB2122  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LB2122  DYNAMIC HT  -         193.850 (meters)     635.99  (feet)  COMP
 LB2122  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 LB2122
 LB2122  VERT ORDER  -  FIRST     CLASS II
 LB2122
 LB2122.The horizontal coordinates were scaled from a topographic map and have
 LB2122.an estimated accuracy of +/- 6 seconds.
 LB2122
 LB2122.The orthometric height was determined by differential leveling
 LB2122.and adjusted by the National Geodetic Survey in June 1991..
 LB2122
 LB2122.The geoid height was determined by GEOID03.
 LB2122
 LB2122.The dynamic height is computed by dividing the NAVD 88
 LB2122.geopotential number by the normal gravity value computed on the
 LB2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2122.degrees latitude (g = 980.6199 gals.).
 LB2122
 LB2122.The modeled gravity was interpolated from observed gravity values.
 LB2122
 LB2122;                    North         East    Units  Estimated Accuracy
 LB2122;SPC IL E     -   381,830.      359,090.      MT  (+/- 180 meters Scaled)
 LB2122
 LB2122                          SUPERSEDED SURVEY CONTROL
 LB2122
 LB2122.No superseded survey control is available for this station.
 LB2122
 LB2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK454395(NAD 83)
 LB2122_MARKER: DB = BENCH MARK DISK
 LB2122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LB2122_SP_SET: BRIDGE ABUTMENT
 LB2122_STAMPING: K 300 1986
 LB2122_MARK LOGO: NGS   
 LB2122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LB2122+STABILITY: POSITION/ELEVATION WELL
 LB2122
 LB2122  HISTORY     - Date     Condition        Report By
 LB2122  HISTORY     - 1986     MONUMENTED       NGS
 LB2122
 LB2122                          STATION DESCRIPTION
 LB2122
 LB2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2122'IN TILTON.
 LB2122'IN TILTON, AT THE INTERSECTION OF INTERSTATE HIGHWAY 74 AND COUNTY
 LB2122'ROAD 506, IN TOP OF AND 0.7 M (2.3 FT) WEST OF THE EAST END OF THE
 LB2122'SOUTH CONCRETE ABUTMENT OF THE ROAD OVERPASS OF THE HIGHWAY, 34.8 M
 LB2122'(114.2 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 LB2122'HIGHWAY, AND 5.2 M (17.1 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 LB2122'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1649 ***********************************************************************
 LC1649  DESIGNATION -  K 301
 LC1649  PID         -  LC1649
 LC1649  STATE/COUNTY-  IL/CHAMPAIGN
 LC1649  USGS QUAD   -  URBANA (1975)
 LC1649
 LC1649                         *CURRENT SURVEY CONTROL
 LC1649  ___________________________________________________________________
 LC1649* NAD 83(1986)-  40 02 51.     (N)    088 09 43.     (W)     SCALED    
 LC1649* NAVD 88     -       215.926  (meters)     708.42   (feet)  ADJUSTED  
 LC1649  ___________________________________________________________________
 LC1649  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC1649  DYNAMIC HT  -         215.816 (meters)     708.06  (feet)  COMP
 LC1649  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 LC1649
 LC1649  VERT ORDER  -  FIRST     CLASS II
 LC1649
 LC1649.The horizontal coordinates were scaled from a topographic map and have
 LC1649.an estimated accuracy of +/- 6 seconds.
 LC1649
 LC1649.The orthometric height was determined by differential leveling
 LC1649.and adjusted by the National Geodetic Survey in June 1991..
 LC1649
 LC1649.The geoid height was determined by GEOID03.
 LC1649
 LC1649.The dynamic height is computed by dividing the NAVD 88
 LC1649.geopotential number by the normal gravity value computed on the
 LC1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1649.degrees latitude (g = 980.6199 gals.).
 LC1649
 LC1649.The modeled gravity was interpolated from observed gravity values.
 LC1649
 LC1649;                    North         East    Units  Estimated Accuracy
 LC1649;SPC IL E     -   375,290.      314,630.      MT  (+/- 180 meters Scaled)
 LC1649
 LC1649                          SUPERSEDED SURVEY CONTROL
 LC1649
 LC1649.No superseded survey control is available for this station.
 LC1649
 LC1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK008336(NAD 83)
 LC1649_MARKER: I = METAL ROD
 LC1649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1649_SP_SET: STAINLESS STEEL ROD
 LC1649_STAMPING: K 301 1986
 LC1649_MARK LOGO: NGS   
 LC1649_PROJECTION: FLUSH
 LC1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1649+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 LC1649_ROD/PIPE-DEPTH: 9.8  meters
 LC1649
 LC1649  HISTORY     - Date     Condition        Report By
 LC1649  HISTORY     - 1986     MONUMENTED       NGS
 LC1649  HISTORY     - 20051205 GOOD             ILDT
 LC1649  HISTORY     - 20051205 GOOD             ILDT
 LC1649
 LC1649                          STATION DESCRIPTION
 LC1649
 LC1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1649'11.0 KM (6.85 MI) SOUTH FROM URBANA.
 LC1649'11.0 KM (6.85 MI) SOUTHERLY ALONG STATE HIGHWAY 130 FROM ITS JUNCTION
 LC1649'WITH U.S. HIGHWAY 150 IN URBANA, 43.4 M (142.4 FT) NORTH-NORTHEAST OF
 LC1649'THE NORTHEAST CORNER OF A 2-CAR GARAGE, 24.0 M (78.7 FT) WEST OF THE
 LC1649'CENTERLINE OF THE HIGHWAY, 18.0 M (59.1 FT) EAST OF THE SOUTHEAST
 LC1649'CORNER OF A BARN, 12.2 M (40.0 FT) NORTH OF THE CENTER OF A GRAVELED
 LC1649'DRIVEWAY, AND 11.4 M (37.4 FT) WEST OF THE NORTH END OF AN 18-INCH
 LC1649'METAL CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LC1649'LOGO CAP.
 LC1649'THE MARK IS 0.7 METERS  N FROM  A WITNESS POST
 LC1649'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 LC1649
 LC1649                          STATION RECOVERY (2005)
 LC1649
 LC1649'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1649'BARN NO LONGER EXISTS.  2.5 FT NORTH OF A R.O.W. MARKER
 LC1649
 LC1649                          STATION RECOVERY (2005)
 LC1649
 LC1649'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1649'BARN NO LONGER EXISTS.  2.5 FT NORTH OF A R.O.W. MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0022 ***********************************************************************
 LD0022  DESIGNATION -  K 31
 LD0022  PID         -  LD0022
 LD0022  STATE/COUNTY-  IL/KNOX
 LD0022  USGS QUAD   -  APPLETON (1982)
 LD0022
 LD0022                         *CURRENT SURVEY CONTROL
 LD0022  ___________________________________________________________________
 LD0022* NAD 83(1986)-  40 56 00.     (N)    090 08 17.     (W)     SCALED    
 LD0022* NAVD 88     -       180.520  (meters)     592.26   (feet)  ADJUSTED  
 LD0022  ___________________________________________________________________
 LD0022  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0022  DYNAMIC HT  -         180.441 (meters)     592.00  (feet)  COMP
 LD0022  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 LD0022
 LD0022  VERT ORDER  -  SECOND    CLASS 0
 LD0022
 LD0022.The horizontal coordinates were scaled from a topographic map and have
 LD0022.an estimated accuracy of +/- 6 seconds.
 LD0022
 LD0022.The orthometric height was determined by differential leveling
 LD0022.and adjusted by the National Geodetic Survey in June 1991..
 LD0022
 LD0022.The geoid height was determined by GEOID03.
 LD0022
 LD0022.The dynamic height is computed by dividing the NAVD 88
 LD0022.geopotential number by the normal gravity value computed on the
 LD0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0022.degrees latitude (g = 980.6199 gals.).
 LD0022
 LD0022.The modeled gravity was interpolated from observed gravity values.
 LD0022
 LD0022;                    North         East    Units  Estimated Accuracy
 LD0022;SPC IL W     -   473,620.      702,410.      MT  (+/- 180 meters Scaled)
 LD0022
 LD0022                          SUPERSEDED SURVEY CONTROL
 LD0022
 LD0022  NGVD 29 (??/??/92)  180.589  (m)          592.48   (f) ADJ UNCH    2 0
 LD0022
 LD0022.Superseded values are not recommended for survey control.
 LD0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0022.See file dsdata.txt to determine how the superseded data were derived.
 LD0022
 LD0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF409353(NAD 83)
 LD0022_MARKER: DB = BENCH MARK DISK
 LD0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0022_STAMPING: K 31 1934
 LD0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0022+STABILITY: SURFACE MOTION
 LD0022
 LD0022  HISTORY     - Date     Condition        Report By
 LD0022  HISTORY     - 1934     MONUMENTED       CGS
 LD0022  HISTORY     - 1954     MARK NOT FOUND   NGS
 LD0022  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 LD0022
 LD0022                          STATION DESCRIPTION
 LD0022
 LD0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LD0022'1.2 MI E FROM APPLETON.
 LD0022'1.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 LD0022'FROM THE STATION AT APPLETON, KNOX COUNTY, AT A ROAD CROSSING,
 LD0022'70 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 22 FEET WEST
 LD0022'OF THE CENTERLINE OF THE ROAD, ONE FOOT WEST OF THE FENCE, AND 4
 LD0022'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 31 1934
 LD0022'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK WAS
 LD0022'KOCKED OVER, STANDS AT A 45 DEG ANGLE.
 LD0022
 LD0022                          STATION RECOVERY (1997)
 LD0022
 LD0022'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0184 ***********************************************************************
 KB0184  DESIGNATION -  K 31
 KB0184  PID         -  KB0184
 KB0184  STATE/COUNTY-  IL/COLES
 KB0184  USGS QUAD   -  CHARLESTON SOUTH (1984)
 KB0184
 KB0184                         *CURRENT SURVEY CONTROL
 KB0184  ___________________________________________________________________
 KB0184* NAD 83(1986)-  39 29 41.     (N)    088 10 27.     (W)     SCALED    
 KB0184* NAVD 88     -       204.746  (meters)     671.74   (feet)  ADJUSTED  
 KB0184  ___________________________________________________________________
 KB0184  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KB0184  DYNAMIC HT  -         204.630 (meters)     671.36  (feet)  COMP
 KB0184  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KB0184
 KB0184  VERT ORDER  -  FIRST     CLASS II
 KB0184
 KB0184.The horizontal coordinates were scaled from a topographic map and have
 KB0184.an estimated accuracy of +/- 6 seconds.
 KB0184
 KB0184.The orthometric height was determined by differential leveling
 KB0184.and adjusted by the National Geodetic Survey in June 1991..
 KB0184
 KB0184.The geoid height was determined by GEOID03.
 KB0184
 KB0184.The dynamic height is computed by dividing the NAVD 88
 KB0184.geopotential number by the normal gravity value computed on the
 KB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0184.degrees latitude (g = 980.6199 gals.).
 KB0184
 KB0184.The modeled gravity was interpolated from observed gravity values.
 KB0184
 KB0184;                    North         East    Units  Estimated Accuracy
 KB0184;SPC IL E     -   313,910.      313,690.      MT  (+/- 180 meters Scaled)
 KB0184
 KB0184                          SUPERSEDED SURVEY CONTROL
 KB0184
 KB0184  NGVD 29 (??/??/92)  204.815  (m)          671.96   (f) ADJ UNCH    1 2
 KB0184
 KB0184.Superseded values are not recommended for survey control.
 KB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0184.See file dsdata.txt to determine how the superseded data were derived.
 KB0184
 KB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ990723(NAD 83)
 KB0184_MARKER: DD = SURVEY DISK
 KB0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0184_STAMPING: ILL K 31 1924
 KB0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0184+STABILITY: SURFACE MOTION
 KB0184
 KB0184  HISTORY     - Date     Condition        Report By
 KB0184  HISTORY     - 1924     MONUMENTED       USGS
 KB0184  HISTORY     - 1956     GOOD             NGS
 KB0184  HISTORY     - 1973     GOOD             NGS
 KB0184
 KB0184                          STATION DESCRIPTION
 KB0184
 KB0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0184'AT CHARLESTON.
 KB0184'AT CHARLESTON, AT THE INTERSECTION OF SIXTH AND MADISON STREETS,
 KB0184'AT THE POST OFFICE, 18.3 FEET WEST OF WEST CURB OF 6TH STREET,
 KB0184'103 FEET NORTH OF NORTH CURB OF MADISON STREET, IN THE TOP OF
 KB0184'THE SOUTHWEST CORNER OF CONCRETE BASE SUPPORTING A LIGHT POST AT
 KB0184'THE SOUTH END OF THE STEPS TO THE MAIN EAST ENTRANCE TO POST
 KB0184'OFFICE, 0.6 FOOT SOUTHWEST OF EAST CORNER OF LIGHT STAND, 23 FEET
 KB0184'SOUTH OF CENTER OF EAST ENTRANCE TO POST OFFICE AND ABOUT 2 FEET
 KB0184'ABOVE LEVEL OF STREET.
 KB0184
 KB0184                          STATION RECOVERY (1973)
 KB0184
 KB0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0506 ***********************************************************************
 LD0506  DESIGNATION -  K 33
 LD0506  PID         -  LD0506
 LD0506  STATE/COUNTY-  IL/HENDERSON
 LD0506  USGS QUAD   -  LOMAX (1964)
 LD0506
 LD0506                         *CURRENT SURVEY CONTROL
 LD0506  ___________________________________________________________________
 LD0506* NAD 83(1986)-  40 39 26.     (N)    091 03 31.     (W)     SCALED    
 LD0506* NAVD 88     -       184.984  (meters)     606.90   (feet)  ADJUSTED  
 LD0506  ___________________________________________________________________
 LD0506  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LD0506  DYNAMIC HT  -         184.895 (meters)     606.61  (feet)  COMP
 LD0506  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 LD0506
 LD0506  VERT ORDER  -  SECOND    CLASS 0
 LD0506
 LD0506.The horizontal coordinates were scaled from a topographic map and have
 LD0506.an estimated accuracy of +/- 6 seconds.
 LD0506
 LD0506.The orthometric height was determined by differential leveling
 LD0506.and adjusted by the National Geodetic Survey in June 1991..
 LD0506
 LD0506.The geoid height was determined by GEOID03.
 LD0506
 LD0506.The dynamic height is computed by dividing the NAVD 88
 LD0506.geopotential number by the normal gravity value computed on the
 LD0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0506.degrees latitude (g = 980.6199 gals.).
 LD0506
 LD0506.The modeled gravity was interpolated from observed gravity values.
 LD0506
 LD0506;                    North         East    Units  Estimated Accuracy
 LD0506;SPC IL W     -   443,350.      624,570.      MT  (+/- 180 meters Scaled)
 LD0506
 LD0506                          SUPERSEDED SURVEY CONTROL
 LD0506
 LD0506  NGVD 29 (??/??/92)  185.036  (m)          607.07   (f) ADJ UNCH    2 0
 LD0506
 LD0506.Superseded values are not recommended for survey control.
 LD0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0506.See file dsdata.txt to determine how the superseded data were derived.
 LD0506
 LD0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF641025(NAD 83)
 LD0506_MARKER: DB = BENCH MARK DISK
 LD0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0506_STAMPING: K 33 1934
 LD0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0506+STABILITY: SURFACE MOTION
 LD0506
 LD0506  HISTORY     - Date     Condition        Report By
 LD0506  HISTORY     - 1934     MONUMENTED       CGS
 LD0506  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0506
 LD0506                          STATION DESCRIPTION
 LD0506
 LD0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0506'1 MI NE FROM LOMAX.
 LD0506'1.0 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0506'RAILROAD FROM THE STATION AT LOMAX, HENDERSON COUNTY, THENCE 2.4
 LD0506'MILES SOUTH ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD, AT
 LD0506'POLE 203+04, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LD0506'6 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 2 FEET NORTHEAST
 LD0506'OF THE RIGHT-OF-WAY FENCE, AND 4.5 FEET LOWER THAN THE TRACK.
 LD0506'A STANDARD DISK, STAMPED K 33 1934 AND SET IN THE TOP OF A CONCRETE
 LD0506'POST.
 LD0506
 LD0506                          STATION RECOVERY (2001)
 LD0506
 LD0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0506'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0282 ***********************************************************************
 LD0282  DESIGNATION -  K 34
 LD0282  PID         -  LD0282
 LD0282  STATE/COUNTY-  IL/FULTON
 LD0282  USGS QUAD   -  ADAIR (1975)
 LD0282
 LD0282                         *CURRENT SURVEY CONTROL
 LD0282  ___________________________________________________________________
 LD0282* NAD 83(1986)-  40 29 33.     (N)    090 26 11.     (W)     SCALED    
 LD0282* NAVD 88     -       202.477  (meters)     664.29   (feet)  ADJUSTED  
 LD0282  ___________________________________________________________________
 LD0282  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LD0282  DYNAMIC HT  -         202.379 (meters)     663.97  (feet)  COMP
 LD0282  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 LD0282
 LD0282  VERT ORDER  -  SECOND    CLASS 0
 LD0282
 LD0282.The horizontal coordinates were scaled from a topographic map and have
 LD0282.an estimated accuracy of +/- 6 seconds.
 LD0282
 LD0282.The orthometric height was determined by differential leveling
 LD0282.and adjusted by the National Geodetic Survey in June 1991..
 LD0282
 LD0282.The geoid height was determined by GEOID03.
 LD0282
 LD0282.The dynamic height is computed by dividing the NAVD 88
 LD0282.geopotential number by the normal gravity value computed on the
 LD0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0282.degrees latitude (g = 980.6199 gals.).
 LD0282
 LD0282.The modeled gravity was interpolated from observed gravity values.
 LD0282
 LD0282;                    North         East    Units  Estimated Accuracy
 LD0282;SPC IL W     -   424,710.      677,140.      MT  (+/- 180 meters Scaled)
 LD0282
 LD0282                          SUPERSEDED SURVEY CONTROL
 LD0282
 LD0282  NGVD 29 (??/??/92)  202.548  (m)          664.53   (f) ADJ UNCH    2 0
 LD0282
 LD0282.Superseded values are not recommended for survey control.
 LD0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0282.See file dsdata.txt to determine how the superseded data were derived.
 LD0282
 LD0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE172855(NAD 83)
 LD0282_MARKER: DB = BENCH MARK DISK
 LD0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0282_STAMPING: K 34 1934
 LD0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0282+STABILITY: SURFACE MOTION
 LD0282
 LD0282  HISTORY     - Date     Condition        Report By
 LD0282  HISTORY     - 1934     MONUMENTED       CGS
 LD0282
 LD0282                          STATION DESCRIPTION
 LD0282
 LD0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0282'1.8 MI E FROM NEW PHILADELPHIA.
 LD0282'IN FULTON COUNTY, 1.8 MILES EAST ALONG THE TOLEDO, PEORIA AND
 LD0282'WESTERN RAILROAD FROM THE STATION AT NEW PHILADEPHIA, MCDONOUGH
 LD0282'COUNTY, 13-1/2 POLES EAST OF MILEPOST 164, 48 FEET NORTH OF A POINT
 LD0282'27 FEET WEST OF THE CENTER OF A ROAD CROSSING, 2 FEET SOUTH OF THE
 LD0282'RIGHT-OF-WAY FENCE, AND ONE FOOT LOWER THAN THE TRACK.  A STANDARD
 LD0282'DISK, STAMPED K 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0315 ***********************************************************************
 LD0315  DESIGNATION -  K 35 RESET
 LD0315  PID         -  LD0315
 LD0315  STATE/COUNTY-  IL/MASON
 LD0315  USGS QUAD   -  HAVANA (1947)
 LD0315
 LD0315                         *CURRENT SURVEY CONTROL
 LD0315  ___________________________________________________________________
 LD0315* NAD 83(1986)-  40 17 36.     (N)    090 03 53.     (W)     SCALED    
 LD0315* NAVD 88     -       143.42   (meters)     470.5    (feet)  RESET     
 LD0315  ___________________________________________________________________
 LD0315  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0315
 LD0315  VERT ORDER  -  THIRD
 LD0315
 LD0315.The horizontal coordinates were scaled from a topographic map and have
 LD0315.an estimated accuracy of +/- 6 seconds.
 LD0315
 LD0315.The orthometric height was computed from unverified reset data.
 LD0315.No vertical observational check was made to the station.
 LD0315
 LD0315.The geoid height was determined by GEOID03.
 LD0315
 LD0315;                    North         East    Units  Estimated Accuracy
 LD0315;SPC IL W     -   402,560.      708,670.      MT  (+/- 180 meters Scaled)
 LD0315
 LD0315                          SUPERSEDED SURVEY CONTROL
 LD0315
 LD0315  NGVD 29 (??/??/??)  143.52   (m)          470.9    (f) RESET       3  
 LD0315
 LD0315.Superseded values are not recommended for survey control.
 LD0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0315.See file dsdata.txt to determine how the superseded data were derived.
 LD0315
 LD0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE494644(NAD 83)
 LD0315_MARKER: DB = BENCH MARK DISK
 LD0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0315_STAMPING: K 35 RESET 1937
 LD0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0315+STABILITY: SURFACE MOTION
 LD0315
 LD0315  HISTORY     - Date     Condition        Report By
 LD0315  HISTORY     - 1937     MONUMENTED       ILHD
 LD0315
 LD0315                          STATION DESCRIPTION
 LD0315
 LD0315'DESCRIBED BY IL HIGHWAY DEPT 1937
 LD0315'AT HAVANA.
 LD0315'AT HAVANA, MASON COUNTY, ON THE CHICAGO AND ILLINOIS MIDLAND
 LD0315'RAILWAY, AT THE FREIGHT STATION, AND 4.5 FEET WEST OF A
 LD0315'CROSSING-WARNING SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1000 ***********************************************************************
 KB1000  DESIGNATION -  K 36
 KB1000  PID         -  KB1000
 KB1000  STATE/COUNTY-  IL/SANGAMON
 KB1000  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB1000
 KB1000                         *CURRENT SURVEY CONTROL
 KB1000  ___________________________________________________________________
 KB1000* NAD 83(1986)-  39 48 22.     (N)    089 37 47.     (W)     SCALED    
 KB1000* NAVD 88     -       183.818  (meters)     603.08   (feet)  ADJUSTED  
 KB1000  ___________________________________________________________________
 KB1000  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KB1000  DYNAMIC HT  -         183.718 (meters)     602.75  (feet)  COMP
 KB1000  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 KB1000
 KB1000  VERT ORDER  -  SECOND    CLASS 0
 KB1000
 KB1000.The horizontal coordinates were scaled from a topographic map and have
 KB1000.an estimated accuracy of +/- 6 seconds.
 KB1000
 KB1000.The orthometric height was determined by differential leveling
 KB1000.and adjusted by the National Geodetic Survey in June 1991..
 KB1000
 KB1000.The geoid height was determined by GEOID03.
 KB1000
 KB1000.The dynamic height is computed by dividing the NAVD 88
 KB1000.geopotential number by the normal gravity value computed on the
 KB1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1000.degrees latitude (g = 980.6199 gals.).
 KB1000
 KB1000.The modeled gravity was interpolated from observed gravity values.
 KB1000
 KB1000;                    North         East    Units  Estimated Accuracy
 KB1000;SPC IL W     -   348,600.      745,980.      MT  (+/- 180 meters Scaled)
 KB1000
 KB1000                          SUPERSEDED SURVEY CONTROL
 KB1000
 KB1000  NGVD 29 (??/??/92)  183.912  (m)          603.38   (f) ADJ UNCH    2 0
 KB1000
 KB1000.Superseded values are not recommended for survey control.
 KB1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1000.See file dsdata.txt to determine how the superseded data were derived.
 KB1000
 KB1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK748095(NAD 83)
 KB1000_MARKER: DB = BENCH MARK DISK
 KB1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB1000_SP_SET: SIGNAL BASE
 KB1000_STAMPING: K 36 1934
 KB1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1000
 KB1000  HISTORY     - Date     Condition        Report By
 KB1000  HISTORY     - 1934     MONUMENTED       CGS
 KB1000  HISTORY     - 1958     GOOD             NGS
 KB1000
 KB1000                          STATION DESCRIPTION
 KB1000
 KB1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KB1000'IN SPRINGFIELD.
 KB1000'0.9 MILE NORTHEAST ALONG THE CHICAGO AND ILLINOIS MIDLAND RAILWAY
 KB1000'FROM THE STATION AT SPRINGFIELD, 5-1/2 POLES WEST OF MILEPOST
 KB1000'87, 7-1/2 POLES WEST OF THE JUNCTION OF THE ILLINOIS CENTRAL
 KB1000'RAILROAD, 120 FEET EAST OF THE CENTERLINE OF SIXTEENTH STREET
 KB1000'WHICH CROSSES THE TRACK, 21 FEET SOUTH OF THE CENTERLINE OF THE
 KB1000'TRACK, AT A CONCRETE SIGNAL BASE, IN THE TOP OF THE NORTHWEST
 KB1000'CORNER, AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1208 ***********************************************************************
 LC1208  DESIGNATION -  K 37
 LC1208  PID         -  LC1208
 LC1208  STATE/COUNTY-  IL/TAZEWELL
 LC1208  USGS QUAD   -  SOUTH PEKIN (1979)
 LC1208
 LC1208                         *CURRENT SURVEY CONTROL
 LC1208  ___________________________________________________________________
 LC1208* NAD 83(1986)-  40 24 13.     (N)    089 37 59.     (W)     SCALED    
 LC1208* NAVD 88     -       163.513  (meters)     536.46   (feet)  ADJUSTED  
 LC1208  ___________________________________________________________________
 LC1208  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LC1208  DYNAMIC HT  -         163.434 (meters)     536.20  (feet)  COMP
 LC1208  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 LC1208
 LC1208  VERT ORDER  -  SECOND    CLASS 0
 LC1208
 LC1208.The horizontal coordinates were scaled from a topographic map and have
 LC1208.an estimated accuracy of +/- 6 seconds.
 LC1208
 LC1208.The orthometric height was determined by differential leveling
 LC1208.and adjusted by the National Geodetic Survey in June 1991..
 LC1208
 LC1208.The geoid height was determined by GEOID03.
 LC1208
 LC1208.The dynamic height is computed by dividing the NAVD 88
 LC1208.geopotential number by the normal gravity value computed on the
 LC1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1208.degrees latitude (g = 980.6199 gals.).
 LC1208
 LC1208.The modeled gravity was interpolated from observed gravity values.
 LC1208
 LC1208;                    North         East    Units  Estimated Accuracy
 LC1208;SPC IL W     -   414,940.      745,300.      MT  (+/- 180 meters Scaled)
 LC1208
 LC1208                          SUPERSEDED SURVEY CONTROL
 LC1208
 LC1208  NGVD 29 (??/??/92)  163.614  (m)          536.79   (f) ADJ UNCH    2 0
 LC1208
 LC1208.Superseded values are not recommended for survey control.
 LC1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1208.See file dsdata.txt to determine how the superseded data were derived.
 LC1208
 LC1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK765758(NAD 83)
 LC1208_MARKER: DB = BENCH MARK DISK
 LC1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1208_SP_SET: BUILDING
 LC1208_STAMPING: K 37 1934
 LC1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1208
 LC1208  HISTORY     - Date     Condition        Report By
 LC1208  HISTORY     - 1934     MONUMENTED       CGS
 LC1208  HISTORY     - 1954     GOOD             NGS
 LC1208
 LC1208                          STATION DESCRIPTION
 LC1208
 LC1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1208'AT GREEN VALLEY.
 LC1208'AT GREEN VALLEY, AT CROSSING OF THE GULF, MOBILE AND OHIO
 LC1208'RAILROAD AND THE ILLINOIS CENTRAL RAILROAD, IN THE TOP OF
 LC1208'ABANDONED BASE OF A SIGNAL BASE, 6 FEET EAST OF EAST RAIL OF G.M.
 LC1208'AND O. RR, 21 FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF I.C.
 LC1208'RR, 54 FEET SOUTH-SOUTHWEST OF A WELL PUMP, 31 FEET
 LC1208'WEST-SOUTHWEST OF THE 9TH TELEPHONE POLE SOUTH OF MILE POST 175,
 LC1208'7 FEET WEST-SOUTHWEST OF NORTHWEST CORNER OF ABANDONED CONCRETE
 LC1208'FOUNDATION OF A BUILDING, AND ABOUT 1 3/4 FEET BELOW LEVEL OF
 LC1208'TRACK.  NOTE-- FOUNDATION IS ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1156 ***********************************************************************
 LC1156  DESIGNATION -  K 38
 LC1156  PID         -  LC1156
 LC1156  STATE/COUNTY-  IL/LOGAN
 LC1156  USGS QUAD   -  LINCOLN EAST (1980)
 LC1156
 LC1156                         *CURRENT SURVEY CONTROL
 LC1156  ___________________________________________________________________
 LC1156* NAD 83(1986)-  40 08 35.     (N)    089 21 58.     (W)     SCALED    
 LC1156* NAVD 88     -       180.686  (meters)     592.80   (feet)  ADJUSTED  
 LC1156  ___________________________________________________________________
 LC1156  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1156  DYNAMIC HT  -         180.594 (meters)     592.50  (feet)  COMP
 LC1156  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 LC1156
 LC1156  VERT ORDER  -  SECOND    CLASS 0
 LC1156
 LC1156.The horizontal coordinates were scaled from a topographic map and have
 LC1156.an estimated accuracy of +/- 6 seconds.
 LC1156
 LC1156.The orthometric height was determined by differential leveling
 LC1156.and adjusted by the National Geodetic Survey in June 1991..
 LC1156
 LC1156.The geoid height was determined by GEOID03.
 LC1156
 LC1156.The dynamic height is computed by dividing the NAVD 88
 LC1156.geopotential number by the normal gravity value computed on the
 LC1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1156.degrees latitude (g = 980.6199 gals.).
 LC1156
 LC1156.The modeled gravity was interpolated from observed gravity values.
 LC1156
 LC1156;                    North         East    Units  Estimated Accuracy
 LC1156;SPC IL W     -   386,180.      768,220.      MT  (+/- 180 meters Scaled)
 LC1156
 LC1156                          SUPERSEDED SURVEY CONTROL
 LC1156
 LC1156  NGVD 29 (??/??/92)  180.771  (m)          593.08   (f) ADJ UNCH    2 0
 LC1156
 LC1156.Superseded values are not recommended for survey control.
 LC1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1156.See file dsdata.txt to determine how the superseded data were derived.
 LC1156
 LC1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK984463(NAD 83)
 LC1156_MARKER: DB = BENCH MARK DISK
 LC1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1156_SP_SET: BUILDING
 LC1156_STAMPING: K 38 1934
 LC1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1156
 LC1156  HISTORY     - Date     Condition        Report By
 LC1156  HISTORY     - 1934     MONUMENTED       CGS
 LC1156  HISTORY     - 1960     GOOD             NGS
 LC1156
 LC1156                          STATION DESCRIPTION
 LC1156
 LC1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1156'AT LINCOLN.
 LC1156'AT LINCOLN AT THE ILLINOIS CENTRAL RAILROAD FREIGHT STATION, SET
 LC1156'VERTICALLY IN THE WEST BRICK WALL AT THE NORTHWEST CORNER OF THE
 LC1156'FREIGHT STATION, 50 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 LC1156'27 FEET SOUTHEAST OF THE CENTER LINE OF KICKAPOO STREET, 3.5 FEET
 LC1156'NORTH OF A PUBLIC ENTRANCE, 1 FOOT SOUTH OF THE NORTHWEST CORNER
 LC1156'OF THE STATION AND ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0531 ***********************************************************************
 LC0531  DESIGNATION -  K 39
 LC0531  PID         -  LC0531
 LC0531  STATE/COUNTY-  IL/MCLEAN
 LC0531  USGS QUAD   -  ARROWSMITH (1983)
 LC0531
 LC0531                         *CURRENT SURVEY CONTROL
 LC0531  ___________________________________________________________________
 LC0531* NAD 83(1986)-  40 27 00.     (N)    088 39 01.     (W)     SCALED    
 LC0531* NAVD 88     -       264.863  (meters)     868.97   (feet)  ADJUSTED  
 LC0531  ___________________________________________________________________
 LC0531  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0531  DYNAMIC HT  -         264.733 (meters)     868.54  (feet)  COMP
 LC0531  MODELED GRAV-     980,130.7   (mgal)                       NAVD 88
 LC0531
 LC0531  VERT ORDER  -  SECOND    CLASS 0
 LC0531
 LC0531.The horizontal coordinates were scaled from a topographic map and have
 LC0531.an estimated accuracy of +/- 6 seconds.
 LC0531
 LC0531.The orthometric height was determined by differential leveling
 LC0531.and adjusted by the National Geodetic Survey in June 1991..
 LC0531
 LC0531.The geoid height was determined by GEOID03.
 LC0531
 LC0531.The dynamic height is computed by dividing the NAVD 88
 LC0531.geopotential number by the normal gravity value computed on the
 LC0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0531.degrees latitude (g = 980.6199 gals.).
 LC0531
 LC0531.The modeled gravity was interpolated from observed gravity values.
 LC0531
 LC0531;                    North         East    Units  Estimated Accuracy
 LC0531;SPC IL E     -   420,020.      273,110.      MT  (+/- 180 meters Scaled)
 LC0531
 LC0531                          SUPERSEDED SURVEY CONTROL
 LC0531
 LC0531  NGVD 29 (??/??/92)  264.914  (m)          869.14   (f) ADJ UNCH    2 0
 LC0531
 LC0531.Superseded values are not recommended for survey control.
 LC0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0531.See file dsdata.txt to determine how the superseded data were derived.
 LC0531
 LC0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK600790(NAD 83)
 LC0531_MARKER: DB = BENCH MARK DISK
 LC0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0531_STAMPING: K 39 1934
 LC0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0531+STABILITY: SURFACE MOTION
 LC0531
 LC0531  HISTORY     - Date     Condition        Report By
 LC0531  HISTORY     - 1934     MONUMENTED       CGS
 LC0531  HISTORY     - 1951     MARK NOT FOUND   NGS
 LC0531  HISTORY     - 1979     MARK NOT FOUND   USGS
 LC0531
 LC0531                          STATION DESCRIPTION
 LC0531
 LC0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0531'1.2 MI W FROM ARROWSMITH.
 LC0531'1.2 MILES WEST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LC0531'FROM THE HIGH SCHOOL AT ARROWSMITH, MCLEAN  COUNTY, 4 POLES
 LC0531'WEST OF MILEPOST 356, 20 FEET EAST OF THE CENTERLINE OF A
 LC0531'PUBLIC-ROAD CROSSING, 40 FEET NORTH OF THE CENTERLINE OF THE
 LC0531'TRACK, AND 2 FEET NORTH OF A POINT 2 FEET WEST OF A CORNER OF THE
 LC0531'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 39 1934 AND SET
 LC0531'IN THE TOP OF A CONCRETE POST.
 LC0531
 LC0531                          STATION RECOVERY (1951)
 LC0531
 LC0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LC0531'MARK NOT FOUND.
 LC0531
 LC0531                          STATION RECOVERY (1979)
 LC0531
 LC0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LC0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1447 ***********************************************************************
 KA1447  DESIGNATION -  K 4
 KA1447  PID         -  KA1447
 KA1447  STATE/COUNTY-  IL/VERMILION
 KA1447  USGS QUAD   -  SIDELL (1982)
 KA1447
 KA1447                         *CURRENT SURVEY CONTROL
 KA1447  ___________________________________________________________________
 KA1447* NAD 83(1986)-  39 54 33.     (N)    087 49 23.     (W)     SCALED    
 KA1447* NAVD 88     -       208.604  (meters)     684.39   (feet)  ADJUSTED  
 KA1447  ___________________________________________________________________
 KA1447  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KA1447  DYNAMIC HT  -         208.496 (meters)     684.04  (feet)  COMP
 KA1447  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 KA1447
 KA1447  VERT ORDER  -  FIRST     CLASS II
 KA1447
 KA1447.The horizontal coordinates were scaled from a topographic map and have
 KA1447.an estimated accuracy of +/- 6 seconds.
 KA1447
 KA1447.The orthometric height was determined by differential leveling
 KA1447.and adjusted by the National Geodetic Survey in June 1991..
 KA1447
 KA1447.The geoid height was determined by GEOID03.
 KA1447
 KA1447.The dynamic height is computed by dividing the NAVD 88
 KA1447.geopotential number by the normal gravity value computed on the
 KA1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1447.degrees latitude (g = 980.6199 gals.).
 KA1447
 KA1447.The modeled gravity was interpolated from observed gravity values.
 KA1447
 KA1447;                    North         East    Units  Estimated Accuracy
 KA1447;SPC IL E     -   360,040.      343,630.      MT  (+/- 180 meters Scaled)
 KA1447
 KA1447                          SUPERSEDED SURVEY CONTROL
 KA1447
 KA1447  NGVD 29 (??/??/92)  208.665  (m)          684.60   (f) ADJ UNCH    1 2
 KA1447
 KA1447.Superseded values are not recommended for survey control.
 KA1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1447.See file dsdata.txt to determine how the superseded data were derived.
 KA1447
 KA1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK296180(NAD 83)
 KA1447_MARKER: DD = SURVEY DISK
 KA1447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1447_SP_SET: BUILDING
 KA1447_STAMPING: 684 1906
 KA1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1447
 KA1447  HISTORY     - Date     Condition        Report By
 KA1447  HISTORY     - 1906     MONUMENTED       USGS
 KA1447  HISTORY     - 1954     GOOD             NGS
 KA1447
 KA1447                          STATION DESCRIPTION
 KA1447
 KA1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KA1447'AT SIDELL.
 KA1447'AT SIDELL, ABOUT 0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE
 KA1447'WATER TOWER, ABOUT 0.1 MILE SOUTH OF CROSSING OF ROAD AND THE
 KA1447'CHICAGO AND EASTERN ILLINOIS RAILROAD, SET VERTICALLY IN THE WEST
 KA1447'FACE (FACING AWAY FROM ROAD) OF THE STONE WATER TABLE OF OLD
 KA1447'TWO-STORY BRICK SCHOOL BUILDING (NOW ABANDONED), 82 FEET WEST
 KA1447'OF CENTER LINE OF ROAD, 2.6 FEET SOUTH OF NORTHWEST CORNER OF
 KA1447'BUILDING AND 3.4 FEET ABOVE GROUND.  NOTE-- THE OLD BUILDING IS
 KA1447'BADLY CRACKED AND HAS BEEN PATCHED AT SEVERAL PLACES INDICATING
 KA1447'THAT THE BUILDING IS UNSTABLE.  THE CORNER THAT MARK IS SET IN
 KA1447'APPEARS TO BE IN FAIRLY GOOD CONDITION AND MAY BE OK.  IT IS
 KA1447'VERY PROBABLE THAT THE BUILDING WILL BE TORN DOWN IN NEAR
 KA1447'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3268 ***********************************************************************
 ME3268  DESIGNATION -  K 4
 ME3268  PID         -  ME3268
 ME3268  STATE/COUNTY-  IL/DU PAGE
 ME3268  USGS QUAD   -  ELMHURST (1997)
 ME3268
 ME3268                         *CURRENT SURVEY CONTROL
 ME3268  ___________________________________________________________________
 ME3268* NAD 83(1997)-  41 58 07.94253(N)    087 55 58.26961(W)     ADJUSTED  
 ME3268* NAVD 88     -       201.99   (+/-2cm)     662.7    (feet)  VERTCON   
 ME3268  ___________________________________________________________________
 ME3268  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ME3268  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3268
 ME3268  HORZ ORDER  -  SECOND
 ME3268  VERT ORDER  -  THIRD ? (See Below)
 ME3268
 ME3268.This mark is at Chicago O'hare Intl Airport (ORD)
 ME3268
 ME3268.The horizontal coordinates were established by classical geodetic methods
 ME3268.and adjusted by the National Geodetic Survey in October 1999..
 ME3268
 ME3268.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3268.The vertical order pertains to the NGVD 29 superseded value.
 ME3268
 ME3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3268
 ME3268.The geoid height was determined by GEOID03.
 ME3268
 ME3268;                    North         East     Units Scale Factor Converg.
 ME3268;SPC IL E     -   588,722.901   333,195.493   MT  0.99998855   +0 16 04.1
 ME3268;SPC IL E     - 1,931,501.72  1,093,158.88   sFT  0.99998855   +0 16 04.1
 ME3268;UTM  16      - 4,646,741.034   422,705.354   MT  0.99967351   -0 37 25.9
 ME3268
 ME3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3268!SPC IL E     -   0.99997358  x   0.99998855  =   0.99996213
 ME3268!UTM  16      -   0.99997358  x   0.99967351  =   0.99964710
 ME3268
 ME3268                          SUPERSEDED SURVEY CONTROL
 ME3268
 ME3268  NAD 83(1997)-  41 58 07.94259(N)    087 55 58.27015(W) AD(       ) 2
 ME3268  NAD 83(1997)-  41 58 07.94202(N)    087 55 58.28448(W) AD(       ) 2
 ME3268  NAD 83(1986)-  41 58 07.94346(N)    087 55 58.28419(W) AD(       ) 2
 ME3268  NGVD 29 (08/23/90)  202.08   (m)          663.0    (f) LEVELING    3  
 ME3268
 ME3268.Superseded values are not recommended for survey control.
 ME3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3268.See file dsdata.txt to determine how the superseded data were derived.
 ME3268
 ME3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2270546741(NAD 83)
 ME3268_MARKER: DB = BENCH MARK DISK
 ME3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3268_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME3268_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3268+STABILITY: SURFACE MOTION
 ME3268
 ME3268  HISTORY     - Date     Condition        Report By
 ME3268  HISTORY     - 1983     MONUMENTED       IL1670
 ME3268
 ME3268                          STATION DESCRIPTION
 ME3268
 ME3268'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3268'THE STATION IS LOCATED ON CHICAGO O HARE INTERNATIONAL AIRPORT,
 ME3268'ALONG THE SOUTHWEST OUTER PERIMETER ROAD AND FENCE.  AN AIRPORT
 ME3268'ESCORT IS NEEDED TO REACH THE STATION.
 ME3268'
 ME3268'TO REACH THE STATION FROM THE SOUTHWEST FENCE CORNER OF A CEMETERY
 ME3268'IN SOUTHWEST PART OF AIRPORT, GO WEST ABOUT 90 M (300 FT) TO
 ME3268'STATION AIRPORT BM 5 COC ON THE RIGHT.  CONTINUE NORTHWEST ALONG
 ME3268'PERIMETER ROAD FOR 0.8 KM (O.5 MI) TO THE STATION ON THE RIGHT.
 ME3268'
 ME3268'THE STATION IS A STANDARD COC DISK STAMPED---K-4---SET INTO THE TOP
 ME3268'OF A 30 CM (12-INCH) SQUARE CONCRETE MONUMENT WHICH IS IN A
 ME3268'RECESSEED AREA AND SURROUNDED BY A TRIANGULAR SHAPED GUARDRAIL.  IT
 ME3268'IS 22.85 M (74.96 FT) NORTH-NORTHWEST OF A CHISELED X ON IRON FENCE
 ME3268'POST, 22.62 M (74.22 FT) NORTH-NORTHEAST OF A CHISELED X ON IRON
 ME3268'FENCE POST AND 20.14 M (66.09 FT) NORTH OF A CHISELED X ON IRON
 ME3268'FENCE POST.
 ME3268'
 ME3268'DESCRIBED BY CITY OF CHICAGO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1816 ***********************************************************************
 LB1816  DESIGNATION -  K 40
 LB1816  PID         -  LB1816
 LB1816  STATE/COUNTY-  IL/VERMILION
 LB1816  USGS QUAD   -  RANKIN (1984)
 LB1816
 LB1816                         *CURRENT SURVEY CONTROL
 LB1816  ___________________________________________________________________
 LB1816* NAD 83(1986)-  40 27 52.     (N)    087 56 02.     (W)     SCALED    
 LB1816* NAVD 88     -       224.919  (meters)     737.92   (feet)  ADJUSTED  
 LB1816  ___________________________________________________________________
 LB1816  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LB1816  DYNAMIC HT  -         224.812 (meters)     737.57  (feet)  COMP
 LB1816  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 LB1816
 LB1816  VERT ORDER  -  SECOND    CLASS 0
 LB1816
 LB1816.The horizontal coordinates were scaled from a topographic map and have
 LB1816.an estimated accuracy of +/- 6 seconds.
 LB1816
 LB1816.The orthometric height was determined by differential leveling
 LB1816.and adjusted by the National Geodetic Survey in June 1991..
 LB1816
 LB1816.The geoid height was determined by GEOID03.
 LB1816
 LB1816.The dynamic height is computed by dividing the NAVD 88
 LB1816.geopotential number by the normal gravity value computed on the
 LB1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1816.degrees latitude (g = 980.6199 gals.).
 LB1816
 LB1816.The modeled gravity was interpolated from observed gravity values.
 LB1816
 LB1816;                    North         East    Units  Estimated Accuracy
 LB1816;SPC IL E     -   421,650.      333,880.      MT  (+/- 180 meters Scaled)
 LB1816
 LB1816                          SUPERSEDED SURVEY CONTROL
 LB1816
 LB1816  NGVD 29 (??/??/92)  224.979  (m)          738.12   (f) ADJ UNCH    2 0
 LB1816
 LB1816.Superseded values are not recommended for survey control.
 LB1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1816.See file dsdata.txt to determine how the superseded data were derived.
 LB1816
 LB1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK208797(NAD 83)
 LB1816_MARKER: DB = BENCH MARK DISK
 LB1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1816_STAMPING: K 40 1935
 LB1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1816+STABILITY: SURFACE MOTION
 LB1816
 LB1816  HISTORY     - Date     Condition        Report By
 LB1816  HISTORY     - 1935     MONUMENTED       CGS
 LB1816  HISTORY     - 1972     GOOD
 LB1816
 LB1816                          STATION DESCRIPTION
 LB1816
 LB1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1816'2 MI E FROM CLARENCE.
 LB1816'IN VERMILION COUNTY, 2.0 MILES EAST ALONG THE NEW YORK, CHICAGO
 LB1816'AND ST. LOUIS RAILROAD FROM THE STATION AT CLARENCE, FORD COUNTY,
 LB1816'19 POLES EAST OF MILEPOST 317, AT A PUBLIC-ROAD CROSSING, 43 FEET
 LB1816'NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE
 LB1816'CENTERLINE OF THE ROAD, 2 FEET SOUTH AND 9 FEET EAST OF A
 LB1816'RIGHT-OF-WAY FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LB1816'A STANDARD DISK, STAMPED K 40 1935 AND SET IN THE TOP OF A CONCRETE
 LB1816'POST.
 LB1816
 LB1816                          STATION RECOVERY (1972)
 LB1816
 LB1816'RECOVERED 1972
 LB1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1946 ***********************************************************************
 LB1946  DESIGNATION -  K 41
 LB1946  PID         -  LB1946
 LB1946  STATE/COUNTY-  IL/IROQUOIS
 LB1946  USGS QUAD   -  WATSEKA (1964)
 LB1946
 LB1946                         *CURRENT SURVEY CONTROL
 LB1946  ___________________________________________________________________
 LB1946* NAD 83(1986)-  40 46 27.     (N)    087 40 18.     (W)     SCALED    
 LB1946* NAVD 88     -       207.294  (meters)     680.10   (feet)  ADJUSTED  
 LB1946  ___________________________________________________________________
 LB1946  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LB1946  DYNAMIC HT  -         207.201 (meters)     679.79  (feet)  COMP
 LB1946  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LB1946
 LB1946  VERT ORDER  -  SECOND    CLASS 0
 LB1946
 LB1946.The horizontal coordinates were scaled from a topographic map and have
 LB1946.an estimated accuracy of +/- 6 seconds.
 LB1946
 LB1946.The orthometric height was determined by differential leveling
 LB1946.and adjusted by the National Geodetic Survey in June 1991..
 LB1946
 LB1946.The geoid height was determined by GEOID03.
 LB1946
 LB1946.The dynamic height is computed by dividing the NAVD 88
 LB1946.geopotential number by the normal gravity value computed on the
 LB1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1946.degrees latitude (g = 980.6199 gals.).
 LB1946
 LB1946.The modeled gravity was interpolated from observed gravity values.
 LB1946
 LB1946;                    North         East    Units  Estimated Accuracy
 LB1946;SPC IL E     -   456,170.      355,860.      MT  (+/- 180 meters Scaled)
 LB1946
 LB1946                          SUPERSEDED SURVEY CONTROL
 LB1946
 LB1946  NGVD 29 (??/??/92)  207.36   (m)          680.3    (f) COMPUTED    2 0
 LB1946
 LB1946.Superseded values are not recommended for survey control.
 LB1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1946.See file dsdata.txt to determine how the superseded data were derived.
 LB1946
 LB1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL433139(NAD 83)
 LB1946_MARKER: DB = BENCH MARK DISK
 LB1946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1946_SP_SET: CULVERT
 LB1946_STAMPING: K-41 1934
 LB1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1946
 LB1946  HISTORY     - Date     Condition        Report By
 LB1946  HISTORY     - 1934     MONUMENTED       CGS
 LB1946
 LB1946                          STATION DESCRIPTION
 LB1946
 LB1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LB1946'2 MI W FROM EASTBURN.
 LB1946'DEPOT, EASTBURN, 2.0 MILES WEST ALONG THE TOLEDO, PEORIA AND
 LB1946'WESTERN RAILROAD AND U.S. HIGHWAY 24 TO 3 FOOT HIGHWAY CULVERT,
 LB1946'11 1/2 POLES EAST OF MILEPOST 8.  SET IN THE CENTER OF THE SOUTH
 LB1946'HEADWALL, 60 FEET NORTH OF THE CENTER LINE OF THE TRACK, 3 FEET
 LB1946'BELOW RAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1947 ***********************************************************************
 LB1947  DESIGNATION -  K 41 RESET 1946
 LB1947  PID         -  LB1947
 LB1947  STATE/COUNTY-  IL/IROQUOIS
 LB1947  USGS QUAD   -  WATSEKA (1964)
 LB1947
 LB1947                         *CURRENT SURVEY CONTROL
 LB1947  ___________________________________________________________________
 LB1947* NAD 83(1986)-  40 46 27.     (N)    087 40 18.     (W)     SCALED    
 LB1947* NAVD 88     -       206.28   (meters)     676.8    (feet)  RESET     
 LB1947  ___________________________________________________________________
 LB1947  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LB1947
 LB1947  VERT ORDER  -  THIRD
 LB1947
 LB1947.The horizontal coordinates were scaled from a topographic map and have
 LB1947.an estimated accuracy of +/- 6 seconds.
 LB1947
 LB1947.The orthometric height was computed from unverified reset data.
 LB1947.No vertical observational check was made to the station.
 LB1947
 LB1947.The geoid height was determined by GEOID03.
 LB1947
 LB1947;                    North         East    Units  Estimated Accuracy
 LB1947;SPC IL E     -   456,170.      355,860.      MT  (+/- 180 meters Scaled)
 LB1947
 LB1947                          SUPERSEDED SURVEY CONTROL
 LB1947
 LB1947  NGVD 29 (??/??/??)  206.35   (m)          677.0    (f) RESET       3  
 LB1947
 LB1947.Superseded values are not recommended for survey control.
 LB1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1947.See file dsdata.txt to determine how the superseded data were derived.
 LB1947
 LB1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL433139(NAD 83)
 LB1947_MARKER: DB = BENCH MARK DISK
 LB1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1947_STAMPING: K 41 RESET 1946
 LB1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1947+STABILITY: SURFACE MOTION
 LB1947
 LB1947  HISTORY     - Date     Condition        Report By
 LB1947  HISTORY     - 1946     MONUMENTED       ILHD
 LB1947
 LB1947                          STATION DESCRIPTION
 LB1947
 LB1947'DESCRIBED BY IL HIGHWAY DEPT 1946
 LB1947'2 MI W FROM EASTBURN.
 LB1947'2.0 MILES WEST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD
 LB1947'FROM THE STATION AT EASTBURN, IROQUOIS COUNTY, 11-1/2 POLES EAST
 LB1947'OF MILEPOST 8, 20 FEET EAST OF A CULVERT UNDER U.S. HIGHWAY 24,
 LB1947'21 FEET NORTH OF THE NORTHEAST CORNER OF SECTION 2, T 26 N,
 LB1947'R 12 W, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 LB1947'DISK, STAMPED K 41 RESET 1946 AND SET IN THE TOP OF A CONCRETE
 LB1947'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0685 ***********************************************************************
 LD0685  DESIGNATION -  K 43 RESET
 LD0685  PID         -  LD0685
 LD0685  STATE/COUNTY-  IL/FULTON
 LD0685  USGS QUAD   -  LEWISTOWN (1979)
 LD0685
 LD0685                         *CURRENT SURVEY CONTROL
 LD0685  ___________________________________________________________________
 LD0685* NAD 83(1986)-  40 25 52.     (N)    090 08 36.     (W)     SCALED    
 LD0685* NAVD 88     -       184.87   (+/-2cm)     606.5    (feet)  VERTCON   
 LD0685  ___________________________________________________________________
 LD0685  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0685
 LD0685  VERT ORDER  -  THIRD (See Below)
 LD0685
 LD0685.The horizontal coordinates were scaled from a topographic map and have
 LD0685.an estimated accuracy of +/- 6 seconds.
 LD0685
 LD0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 LD0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LD0685.The vertical order pertains to the NGVD 29 superseded value.
 LD0685
 LD0685.The geoid height was determined by GEOID03.
 LD0685
 LD0685;                    North         East    Units  Estimated Accuracy
 LD0685;SPC IL W     -   417,860.      701,980.      MT  (+/- 180 meters Scaled)
 LD0685
 LD0685                          SUPERSEDED SURVEY CONTROL
 LD0685
 LD0685  NGVD 29 (03/28/06)  184.95   (m)          606.8    (f) RESET       3  
 LD0685
 LD0685.Superseded values are not recommended for survey control.
 LD0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0685.See file dsdata.txt to determine how the superseded data were derived.
 LD0685
 LD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE423795(NAD 83)
 LD0685_MARKER: DB = BENCH MARK DISK
 LD0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0685_STAMPING: K 43 RESET 1976
 LD0685_PROJECTION: FLUSH
 LD0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0685+STABILITY: SURFACE MOTION
 LD0685
 LD0685  HISTORY     - Date     Condition        Report By
 LD0685  HISTORY     - 1976     MONUMENTED       ILDT
 LD0685
 LD0685                          STATION DESCRIPTION
 LD0685
 LD0685'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 LD0685'2.0 MI NORTH FROM LEWISTOWN.
 LD0685'2.0 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LD0685'THE STATION IN LEWISTOWN, 10 POLES NORTH OF MILEPOST 75, 99.7 FEET
 LD0685'WEST OF THE CENTERLINE OF THE TRACK, AND 28 FEET EAST OF CENTERLINE AT
 LD0685'STATION 481+00 OF STATE HIGHWAY 100 (FAP 630, SEC. 21R).
 LD0685'THE MARK IS 2.0 FT  S FROM A WITNESS POST.
 LD0685'THE MARK IS 1.5 FT BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1400 ***********************************************************************
 LC1400  DESIGNATION -  K 44
 LC1400  PID         -  LC1400
 LC1400  STATE/COUNTY-  IL/PEORIA
 LC1400  USGS QUAD   -  ELMWOOD (1982)
 LC1400
 LC1400                         *CURRENT SURVEY CONTROL
 LC1400  ___________________________________________________________________
 LC1400* NAD 83(1986)-  40 46 40.     (N)    089 57 54.     (W)     SCALED    
 LC1400* NAVD 88     -       195.899  (meters)     642.71   (feet)  ADJUSTED  
 LC1400  ___________________________________________________________________
 LC1400  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LC1400  DYNAMIC HT  -         195.808 (meters)     642.41  (feet)  COMP
 LC1400  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 LC1400
 LC1400  VERT ORDER  -  SECOND    CLASS 0
 LC1400
 LC1400.The horizontal coordinates were scaled from a topographic map and have
 LC1400.an estimated accuracy of +/- 6 seconds.
 LC1400
 LC1400.The orthometric height was determined by differential leveling
 LC1400.and adjusted by the National Geodetic Survey in June 1991..
 LC1400
 LC1400.The geoid height was determined by GEOID03.
 LC1400
 LC1400.The dynamic height is computed by dividing the NAVD 88
 LC1400.geopotential number by the normal gravity value computed on the
 LC1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1400.degrees latitude (g = 980.6199 gals.).
 LC1400
 LC1400.The modeled gravity was interpolated from observed gravity values.
 LC1400
 LC1400;                    North         East    Units  Estimated Accuracy
 LC1400;SPC IL W     -   456,370.      717,020.      MT  (+/- 180 meters Scaled)
 LC1400
 LC1400                          SUPERSEDED SURVEY CONTROL
 LC1400
 LC1400  NGVD 29 (??/??/92)  195.989  (m)          643.01   (f) ADJ UNCH    2 0
 LC1400
 LC1400.Superseded values are not recommended for survey control.
 LC1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1400.See file dsdata.txt to determine how the superseded data were derived.
 LC1400
 LC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL497183(NAD 83)
 LC1400_MARKER: DB = BENCH MARK DISK
 LC1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1400_STAMPING: K 44 1935
 LC1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1400+STABILITY: SURFACE MOTION
 LC1400
 LC1400  HISTORY     - Date     Condition        Report By
 LC1400  HISTORY     - 1935     MONUMENTED       CGS
 LC1400  HISTORY     - 1942     GOOD             NGS
 LC1400  HISTORY     - 19990221 GOOD             USPSQD
 LC1400
 LC1400                          STATION DESCRIPTION
 LC1400
 LC1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LC1400'AT ELMWOOD.
 LC1400'AT ELMWOOD, PEORIA COUNTT, AT THE SOUTHEAST CORNER OF THE CITY
 LC1400'PARK, AT THE INTERSECTION OF THE WALKS, AND 30 INCHES HIGHER THAN
 LC1400'THE STREET.  A STANDARD DISK, STAMPED K 44 1935 AND SET IN THE TOP
 LC1400'OF A CONCRETE POST.
 LC1400
 LC1400                          STATION RECOVERY (1999)
 LC1400
 LC1400'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0965 ***********************************************************************
 MF0965  DESIGNATION -  K 45
 MF0965  PID         -  MF0965
 MF0965  STATE/COUNTY-  IL/BUREAU
 MF0965  USGS QUAD   -  BUDA (1983)
 MF0965
 MF0965                         *CURRENT SURVEY CONTROL
 MF0965  ___________________________________________________________________
 MF0965* NAD 83(1986)-  41 19 23.     (N)    089 40 40.     (W)     SCALED    
 MF0965* NAVD 88     -       236.480  (meters)     775.85   (feet)  ADJUSTED  
 MF0965  ___________________________________________________________________
 MF0965  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF0965  DYNAMIC HT  -         236.382 (meters)     775.53  (feet)  COMP
 MF0965  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 MF0965
 MF0965  VERT ORDER  -  SECOND    CLASS 0
 MF0965
 MF0965.The horizontal coordinates were scaled from a topographic map and have
 MF0965.an estimated accuracy of +/- 6 seconds.
 MF0965
 MF0965.The orthometric height was determined by differential leveling
 MF0965.and adjusted by the National Geodetic Survey in June 1991..
 MF0965
 MF0965.The geoid height was determined by GEOID03.
 MF0965
 MF0965.The dynamic height is computed by dividing the NAVD 88
 MF0965.geopotential number by the normal gravity value computed on the
 MF0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0965.degrees latitude (g = 980.6199 gals.).
 MF0965
 MF0965.The modeled gravity was interpolated from observed gravity values.
 MF0965
 MF0965;                    North         East    Units  Estimated Accuracy
 MF0965;SPC IL W     -   517,020.      740,930.      MT  (+/- 180 meters Scaled)
 MF0965
 MF0965                          SUPERSEDED SURVEY CONTROL
 MF0965
 MF0965  NGVD 29 (??/??/92)  236.556  (m)          776.10   (f) ADJ UNCH    2 0
 MF0965
 MF0965.Superseded values are not recommended for survey control.
 MF0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0965.See file dsdata.txt to determine how the superseded data were derived.
 MF0965
 MF0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL758780(NAD 83)
 MF0965_MARKER: DB = BENCH MARK DISK
 MF0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0965_STAMPING: K 45 1934
 MF0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0965+STABILITY: SURFACE MOTION
 MF0965
 MF0965  HISTORY     - Date     Condition        Report By
 MF0965  HISTORY     - 1934     MONUMENTED       CGS
 MF0965  HISTORY     - 1938     GOOD             NGS
 MF0965  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 MF0965  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 MF0965
 MF0965                          STATION DESCRIPTION
 MF0965
 MF0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MF0965'AT BUDA.
 MF0965'AT BUDA, BUREAU COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MF0965'RAILROAD, ABOUT 300 YARDS SOUTH OF THE STATION, AT A ROAD
 MF0965'CROSSING, 68 FEET EAST OF THE CENTERLINE OF THE TRACK, 36 FEET
 MF0965'NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF A FENCE
 MF0965'CORNER, 1.5 FEET WEST OF THE FENCE, AND ABOUT 7 FEET HIGHER
 MF0965'THAN THE TRACK.  A STANDARD DISK, STAMPED K 45 1934 AND SET IN
 MF0965'THE TOP OF A CONCRETE POST.
 MF0965
 MF0965                          STATION RECOVERY (1995)
 MF0965
 MF0965'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0965'MARK NOT FOUND.
 MF0965
 MF0965                          STATION RECOVERY (2001)
 MF0965
 MF0965'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0665 ***********************************************************************
 MF0665  DESIGNATION -  K 46
 MF0665  PID         -  MF0665
 MF0665  STATE/COUNTY-  IL/LEE
 MF0665  USGS QUAD   -  DIXON EAST (1983)
 MF0665
 MF0665                         *CURRENT SURVEY CONTROL
 MF0665  ___________________________________________________________________
 MF0665* NAD 83(1986)-  41 49 57.     (N)    089 29 18.     (W)     SCALED    
 MF0665* NAVD 88     -       221.705  (meters)     727.38   (feet)  ADJUSTED  
 MF0665  ___________________________________________________________________
 MF0665  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF0665  DYNAMIC HT  -         221.626 (meters)     727.12  (feet)  COMP
 MF0665  MODELED GRAV-     980,261.0   (mgal)                       NAVD 88
 MF0665
 MF0665  VERT ORDER  -  SECOND    CLASS 0
 MF0665
 MF0665.The horizontal coordinates were scaled from a topographic map and have
 MF0665.an estimated accuracy of +/- 6 seconds.
 MF0665
 MF0665.The orthometric height was determined by differential leveling
 MF0665.and adjusted by the National Geodetic Survey in June 1991..
 MF0665
 MF0665.The geoid height was determined by GEOID03.
 MF0665
 MF0665.The dynamic height is computed by dividing the NAVD 88
 MF0665.geopotential number by the normal gravity value computed on the
 MF0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0665.degrees latitude (g = 980.6199 gals.).
 MF0665
 MF0665.The modeled gravity was interpolated from observed gravity values.
 MF0665
 MF0665;                    North         East    Units  Estimated Accuracy
 MF0665;SPC IL W     -   573,700.      756,340.      MT  (+/- 180 meters Scaled)
 MF0665
 MF0665                          SUPERSEDED SURVEY CONTROL
 MF0665
 MF0665  NGVD 29 (??/??/92)  221.776  (m)          727.61   (f) ADJ UNCH    2 0
 MF0665
 MF0665.Superseded values are not recommended for survey control.
 MF0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0665.See file dsdata.txt to determine how the superseded data were derived.
 MF0665
 MF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM933341(NAD 83)
 MF0665_MARKER: DB = BENCH MARK DISK
 MF0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0665_SP_SET: BUILDING
 MF0665_STAMPING: K 46 1934
 MF0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0665
 MF0665  HISTORY     - Date     Condition        Report By
 MF0665  HISTORY     - 1934     MONUMENTED       CGS
 MF0665  HISTORY     - 1943     GOOD             NGS
 MF0665  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 MF0665  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF0665  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF0665
 MF0665                          STATION DESCRIPTION
 MF0665
 MF0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MF0665'AT DIXON.
 MF0665'AT DIXON, AT THE CHICAGO AND NORTH WESTERN RAILWAY STATION,
 MF0665'IN THE BRICK WALL AT THE SOUTHWEST CORNER OF THE BUILDING, ABOUT
 MF0665'3 FEET ABOVE THE GROUND, AND SET VERTICALLY.
 MF0665
 MF0665                          STATION RECOVERY (1995)
 MF0665
 MF0665'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0665'MARK NOT FOUND.
 MF0665
 MF0665                          STATION RECOVERY (2002)
 MF0665
 MF0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0665'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0665
 MF0665                          STATION RECOVERY (2003)
 MF0665
 MF0665'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0665'DEPOT RAZED MANY YEARS AGO K 46 PROBABLY DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0708 ***********************************************************************
 NH0708  DESIGNATION -  K 47
 NH0708  PID         -  NH0708
 NH0708  STATE/COUNTY-  IL/STEPHENSON
 NH0708  USGS QUAD   -  FREEPORT EAST (1978)
 NH0708
 NH0708                         *CURRENT SURVEY CONTROL
 NH0708  ___________________________________________________________________
 NH0708* NAD 83(1986)-  42 17 32.     (N)    089 36 05.     (W)     SCALED    
 NH0708* NAVD 88     -       239.175  (meters)     784.69   (feet)  ADJUSTED  
 NH0708  ___________________________________________________________________
 NH0708  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NH0708  DYNAMIC HT  -         239.096 (meters)     784.43  (feet)  COMP
 NH0708  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 NH0708
 NH0708  VERT ORDER  -  SECOND    CLASS 0
 NH0708
 NH0708.The horizontal coordinates were scaled from a topographic map and have
 NH0708.an estimated accuracy of +/- 6 seconds.
 NH0708
 NH0708.The orthometric height was determined by differential leveling
 NH0708.and adjusted by the National Geodetic Survey in June 1991..
 NH0708
 NH0708.The geoid height was determined by GEOID03.
 NH0708
 NH0708.The dynamic height is computed by dividing the NAVD 88
 NH0708.geopotential number by the normal gravity value computed on the
 NH0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0708.degrees latitude (g = 980.6199 gals.).
 NH0708
 NH0708.The modeled gravity was interpolated from observed gravity values.
 NH0708
 NH0708;                    North         East    Units  Estimated Accuracy
 NH0708;SPC IL W     -   624,690.      746,620.      MT  (+/- 180 meters Scaled)
 NH0708
 NH0708                          SUPERSEDED SURVEY CONTROL
 NH0708
 NH0708  NGVD 29 (??/??/92)  239.290  (m)          785.07   (f) ADJ UNCH    2 0
 NH0708
 NH0708.Superseded values are not recommended for survey control.
 NH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0708.See file dsdata.txt to determine how the superseded data were derived.
 NH0708
 NH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM855854(NAD 83)
 NH0708_MARKER: DB = BENCH MARK DISK
 NH0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0708_SP_SET: BRIDGE ABUTMENT
 NH0708_STAMPING: K 47 1934
 NH0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0708
 NH0708  HISTORY     - Date     Condition        Report By
 NH0708  HISTORY     - 1934     MONUMENTED       CGS
 NH0708  HISTORY     - 1947     GOOD             NGS
 NH0708  HISTORY     - 1987     GOOD             USPSQD
 NH0708  HISTORY     - 19960918 GOOD             USPSQD
 NH0708  HISTORY     - 20011219 GOOD             USPSQD
 NH0708
 NH0708                          STATION DESCRIPTION
 NH0708
 NH0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NH0708'AT FREEPORT.
 NH0708'AT FREEPORT, STEPHENSON COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 NH0708'AT THE CROSSING OF THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC
 NH0708'RAILROAD, ABOUT 500 FEET NORTHWEST OF EAST JUNCTION TOWER, AT
 NH0708'BRIDGE W 113.5, IN THE TOP OF THE SOUTHWEST SIDE OF THE
 NH0708'SOUTHWEST CONCRETE ABUTMENT, 10 FEET SOUTHWEST OF THE SOUTHWEST
 NH0708'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 NH0708'STAMPED K 47 1934.
 NH0708
 NH0708                          STATION RECOVERY (1987)
 NH0708
 NH0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0708'RECOVERED IN GOOD CONDITION.
 NH0708
 NH0708                          STATION RECOVERY (1996)
 NH0708
 NH0708'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0708'RECOVERED IN GOOD CONDITION.
 NH0708
 NH0708                          STATION RECOVERY (2001)
 NH0708
 NH0708'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0282 ***********************************************************************
 MF0282  DESIGNATION -  K 48
 MF0282  PID         -  MF0282
 MF0282  STATE/COUNTY-  IL/LEE
 MF0282  USGS QUAD   -  HARMON (1982)
 MF0282
 MF0282                         *CURRENT SURVEY CONTROL
 MF0282  ___________________________________________________________________
 MF0282* NAD 83(1986)-  41 42 54.     (N)    089 30 57.     (W)     SCALED    
 MF0282* NAVD 88     -       213.611  (meters)     700.82   (feet)  ADJUSTED  
 MF0282  ___________________________________________________________________
 MF0282  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF0282  DYNAMIC HT  -         213.532 (meters)     700.56  (feet)  COMP
 MF0282  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 MF0282
 MF0282  VERT ORDER  -  SECOND    CLASS 0
 MF0282
 MF0282.The horizontal coordinates were scaled from a topographic map and have
 MF0282.an estimated accuracy of +/- 6 seconds.
 MF0282
 MF0282.The orthometric height was determined by differential leveling
 MF0282.and adjusted by the National Geodetic Survey in June 1991..
 MF0282
 MF0282.The geoid height was determined by GEOID03.
 MF0282
 MF0282.The dynamic height is computed by dividing the NAVD 88
 MF0282.geopotential number by the normal gravity value computed on the
 MF0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0282.degrees latitude (g = 980.6199 gals.).
 MF0282
 MF0282.The modeled gravity was interpolated from observed gravity values.
 MF0282
 MF0282;                    North         East    Units  Estimated Accuracy
 MF0282;SPC IL W     -   560,630.      754,160.      MT  (+/- 180 meters Scaled)
 MF0282
 MF0282                          SUPERSEDED SURVEY CONTROL
 MF0282
 MF0282  NGVD 29 (??/??/92)  213.676  (m)          701.04   (f) ADJ UNCH    2 0
 MF0282
 MF0282.Superseded values are not recommended for survey control.
 MF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0282.See file dsdata.txt to determine how the superseded data were derived.
 MF0282
 MF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM907211(NAD 83)
 MF0282_MARKER: DB = BENCH MARK DISK
 MF0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0282_STAMPING: K 48 1934
 MF0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0282+STABILITY: SURFACE MOTION
 MF0282
 MF0282  HISTORY     - Date     Condition        Report By
 MF0282  HISTORY     - 1934     MONUMENTED       CGS
 MF0282  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF0282  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF0282  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 MF0282
 MF0282                          STATION DESCRIPTION
 MF0282
 MF0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0282'2.1 MI E FROM HARMON.
 MF0282'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0282'FROM THE STATION AT HARMON, LEE COUNTY, AT A ROAD CROSSING, 42 FEET
 MF0282'WEST OF THE CENTERLINE OF THE ROAD, 28 FEET SOUTH OF THE CENTERLINE
 MF0282'OF THE TRACK, 6 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE
 MF0282'FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED K 48
 MF0282'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0282
 MF0282                          STATION RECOVERY (1995)
 MF0282
 MF0282'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0282'MARK NOT FOUND.
 MF0282
 MF0282                          STATION RECOVERY (2002)
 MF0282
 MF0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0282'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0282
 MF0282                          STATION RECOVERY (2003)
 MF0282
 MF0282'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0504 ***********************************************************************
 MF0504  DESIGNATION -  K 49
 MF0504  PID         -  MF0504
 MF0504  STATE/COUNTY-  IL/LA SALLE
 MF0504  USGS QUAD   -  EARLVILLE (1971)
 MF0504
 MF0504                         *CURRENT SURVEY CONTROL
 MF0504  ___________________________________________________________________
 MF0504* NAD 83(1986)-  41 35 26.     (N)    088 55 18.     (W)     SCALED    
 MF0504* NAVD 88     -       215.065  (meters)     705.59   (feet)  ADJUSTED  
 MF0504  ___________________________________________________________________
 MF0504  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF0504  DYNAMIC HT  -         214.979 (meters)     705.31  (feet)  COMP
 MF0504  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 MF0504
 MF0504  VERT ORDER  -  SECOND    CLASS 0
 MF0504
 MF0504.The horizontal coordinates were scaled from a topographic map and have
 MF0504.an estimated accuracy of +/- 6 seconds.
 MF0504
 MF0504.The orthometric height was determined by differential leveling
 MF0504.and adjusted by the National Geodetic Survey in June 1991..
 MF0504
 MF0504.The geoid height was determined by GEOID03.
 MF0504
 MF0504.The dynamic height is computed by dividing the NAVD 88
 MF0504.geopotential number by the normal gravity value computed on the
 MF0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0504.degrees latitude (g = 980.6199 gals.).
 MF0504
 MF0504.The modeled gravity was interpolated from observed gravity values.
 MF0504
 MF0504;                    North         East    Units  Estimated Accuracy
 MF0504;SPC IL E     -   546,790.      250,950.      MT  (+/- 180 meters Scaled)
 MF0504
 MF0504                          SUPERSEDED SURVEY CONTROL
 MF0504
 MF0504  NGVD 29 (??/??/92)  215.129  (m)          705.80   (f) ADJ UNCH    2 0
 MF0504
 MF0504.Superseded values are not recommended for survey control.
 MF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0504.See file dsdata.txt to determine how the superseded data were derived.
 MF0504
 MF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM398061(NAD 83)
 MF0504_MARKER: DB = BENCH MARK DISK
 MF0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0504_SP_SET: WALL
 MF0504_STAMPING: K 49 1934
 MF0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0504+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 MF0504
 MF0504  HISTORY     - Date     Condition        Report By
 MF0504  HISTORY     - 1934     MONUMENTED       CGS
 MF0504  HISTORY     - 19970801 GOOD             USPSQD
 MF0504  HISTORY     - 20020819 GOOD             USPSQD
 MF0504
 MF0504                          STATION DESCRIPTION
 MF0504
 MF0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0504'AT EARLVILLE.
 MF0504'AT EARLVILLE, LA SALLE COUNTY, AT THE NORTHWEST CORNER OF THE
 MF0504'PUBLIC LIBRARY, IN THE WALL, 12 FEET EAST OF THE FRONT (NORTH)
 MF0504'ENTRANCE, 18 INCHES BELOW THE CORNERSTONE, AND ABOUT 2 FEET
 MF0504'ABOVE THE GROUND.  A STANDARD DISK, STAMPED K 49 1934 AND
 MF0504'SET VERTICALLY.
 MF0504
 MF0504                          STATION RECOVERY (1997)
 MF0504
 MF0504'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0504'RECOVERED IN GOOD CONDITION.
 MF0504
 MF0504                          STATION RECOVERY (2002)
 MF0504
 MF0504'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0454 ***********************************************************************
 MF0454  DESIGNATION -  K 50
 MF0454  PID         -  MF0454
 MF0454  STATE/COUNTY-  IL/DE KALB
 MF0454  USGS QUAD   -  SYCAMORE (1975)
 MF0454
 MF0454                         *CURRENT SURVEY CONTROL
 MF0454  ___________________________________________________________________
 MF0454* NAD 83(1986)-  41 57 58.     (N)    088 42 04.     (W)     SCALED    
 MF0454* NAVD 88     -       272.034  (meters)     892.50   (feet)  ADJUSTED  
 MF0454  ___________________________________________________________________
 MF0454  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0454  DYNAMIC HT  -         271.941 (meters)     892.19  (feet)  COMP
 MF0454  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 MF0454
 MF0454  VERT ORDER  -  SECOND    CLASS 0
 MF0454
 MF0454.The horizontal coordinates were scaled from a topographic map and have
 MF0454.an estimated accuracy of +/- 6 seconds.
 MF0454
 MF0454.The orthometric height was determined by differential leveling
 MF0454.and adjusted by the National Geodetic Survey in June 1991..
 MF0454
 MF0454.The geoid height was determined by GEOID03.
 MF0454
 MF0454.The dynamic height is computed by dividing the NAVD 88
 MF0454.geopotential number by the normal gravity value computed on the
 MF0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0454.degrees latitude (g = 980.6199 gals.).
 MF0454
 MF0454.The modeled gravity was interpolated from observed gravity values.
 MF0454
 MF0454;                    North         East    Units  Estimated Accuracy
 MF0454;SPC IL E     -   588,400.      269,510.      MT  (+/- 180 meters Scaled)
 MF0454
 MF0454                          SUPERSEDED SURVEY CONTROL
 MF0454
 MF0454  NGVD 29 (??/??/92)  272.074  (m)          892.63   (f) ADJ UNCH    2 0
 MF0454
 MF0454.Superseded values are not recommended for survey control.
 MF0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0454.See file dsdata.txt to determine how the superseded data were derived.
 MF0454
 MF0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM590474(NAD 83)
 MF0454_MARKER: DB = BENCH MARK DISK
 MF0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0454_STAMPING: K 50 1934
 MF0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0454+STABILITY: SURFACE MOTION
 MF0454
 MF0454  HISTORY     - Date     Condition        Report By
 MF0454  HISTORY     - 1934     MONUMENTED       CGS
 MF0454  HISTORY     - 1968     MARK NOT FOUND   USGS
 MF0454  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 MF0454
 MF0454                          STATION DESCRIPTION
 MF0454
 MF0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0454'1.8 MI SW FROM SYCAMORE.
 MF0454'1.8 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MF0454'FROM THE STATION AT SYCAMORE, DE KALB COUNTY, AT A ROAD CROSSING,
 MF0454'87 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 42 FEET SOUTHEAST
 MF0454'OF THE CENTERLINE OF THE TRACK, 4 FEET NORTHWEST OF THE RIGHT-OF-WAY
 MF0454'FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MF0454'STAMPED K 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0454
 MF0454                          STATION RECOVERY (1968)
 MF0454
 MF0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MF0454'MARK NOT FOUND.
 MF0454
 MF0454                          STATION RECOVERY (1996)
 MF0454
 MF0454'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0863 ***********************************************************************
 MF0863  DESIGNATION -  K 51
 MF0863  PID         -  MF0863
 MF0863  STATE/COUNTY-  IL/BUREAU
 MF0863  USGS QUAD   -  WYANET (1983)
 MF0863
 MF0863                         *CURRENT SURVEY CONTROL
 MF0863  ___________________________________________________________________
 MF0863* NAD 83(1986)-  41 17 32.     (N)    089 30 12.     (W)     SCALED    
 MF0863* NAVD 88     -       158.631  (meters)     520.44   (feet)  ADJUSTED  
 MF0863  ___________________________________________________________________
 MF0863  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF0863  DYNAMIC HT  -         158.566 (meters)     520.23  (feet)  COMP
 MF0863  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 MF0863
 MF0863  VERT ORDER  -  SECOND    CLASS 0
 MF0863
 MF0863.The horizontal coordinates were scaled from a topographic map and have
 MF0863.an estimated accuracy of +/- 6 seconds.
 MF0863
 MF0863.The orthometric height was determined by differential leveling
 MF0863.and adjusted by the National Geodetic Survey in June 1991..
 MF0863
 MF0863.The geoid height was determined by GEOID03.
 MF0863
 MF0863.The dynamic height is computed by dividing the NAVD 88
 MF0863.geopotential number by the normal gravity value computed on the
 MF0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0863.degrees latitude (g = 980.6199 gals.).
 MF0863
 MF0863.The modeled gravity was interpolated from observed gravity values.
 MF0863
 MF0863;                    North         East    Units  Estimated Accuracy
 MF0863;SPC IL W     -   513,690.      755,560.      MT  (+/- 180 meters Scaled)
 MF0863
 MF0863                          SUPERSEDED SURVEY CONTROL
 MF0863
 MF0863  NGVD 29 (??/??/92)  158.71   (m)          520.7    (f) COMPUTED    2 0
 MF0863
 MF0863.Superseded values are not recommended for survey control.
 MF0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0863.See file dsdata.txt to determine how the superseded data were derived.
 MF0863
 MF0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL903742(NAD 83)
 MF0863_MARKER: DB = BENCH MARK DISK
 MF0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0863_STAMPING: K 51 1934
 MF0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0863+STABILITY: SURFACE MOTION
 MF0863
 MF0863  HISTORY     - Date     Condition        Report By
 MF0863  HISTORY     - 1934     MONUMENTED       CGS
 MF0863  HISTORY     - 1965     MARK NOT FOUND   NGS
 MF0863  HISTORY     - 19951230 MARK NOT FOUND   USPSQD
 MF0863  HISTORY     - 20010516 MARK NOT FOUND   USPSQD
 MF0863
 MF0863                          STATION DESCRIPTION
 MF0863
 MF0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0863'AT TISKILWA.
 MF0863'AT TISKILWA, BUREAU COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 MF0863'PACIFIC RAILROAD, ABOUT 145 FEET SOUTHEAST OF THE STATION,
 MF0863'AT A ROAD CROSSING, 33 FEET NORTHEAST OF THE CENTERLINE OF
 MF0863'THE NORTHEAST TRACK, AND 3 FEET SOUTH OF A FENCE CORNER.  A
 MF0863'STANDARD DISK, STAMPED K 51 1934 AND SET IN THE TOP OF A CONCRETE
 MF0863'POST.
 MF0863
 MF0863                          STATION RECOVERY (1965)
 MF0863
 MF0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MF0863'MARK NOT FOUND.
 MF0863
 MF0863                          STATION RECOVERY (1995)
 MF0863
 MF0863'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0863'MARK NOT FOUND.
 MF0863
 MF0863                          STATION RECOVERY (2001)
 MF0863
 MF0863'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0082 ***********************************************************************
 MG0082  DESIGNATION -  K 52
 MG0082  PID         -  MG0082
 MG0082  STATE/COUNTY-  IL/HENRY
 MG0082  USGS QUAD   -  GENESEO (1991)
 MG0082
 MG0082                         *CURRENT SURVEY CONTROL
 MG0082  ___________________________________________________________________
 MG0082* NAD 83(1986)-  41 27 35.     (N)    090 10 54.     (W)     SCALED    
 MG0082* NAVD 88     -       193.534  (meters)     634.95   (feet)  ADJUSTED  
 MG0082  ___________________________________________________________________
 MG0082  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0082  DYNAMIC HT  -         193.457 (meters)     634.70  (feet)  COMP
 MG0082  MODELED GRAV-     980,223.5   (mgal)                       NAVD 88
 MG0082
 MG0082  VERT ORDER  -  SECOND    CLASS 0
 MG0082
 MG0082.The horizontal coordinates were scaled from a topographic map and have
 MG0082.an estimated accuracy of +/- 6 seconds.
 MG0082
 MG0082.The orthometric height was determined by differential leveling
 MG0082.and adjusted by the National Geodetic Survey in June 1991..
 MG0082
 MG0082.The geoid height was determined by GEOID03.
 MG0082
 MG0082.The dynamic height is computed by dividing the NAVD 88
 MG0082.geopotential number by the normal gravity value computed on the
 MG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0082.degrees latitude (g = 980.6199 gals.).
 MG0082
 MG0082.The modeled gravity was interpolated from observed gravity values.
 MG0082
 MG0082;                    North         East    Units  Estimated Accuracy
 MG0082;SPC IL W     -   532,080.      698,750.      MT  (+/- 180 meters Scaled)
 MG0082
 MG0082                          SUPERSEDED SURVEY CONTROL
 MG0082
 MG0082  NGVD 29 (??/??/92)  193.618  (m)          635.23   (f) ADJ UNCH    2 0
 MG0082
 MG0082.Superseded values are not recommended for survey control.
 MG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0082.See file dsdata.txt to determine how the superseded data were derived.
 MG0082
 MG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF353936(NAD 83)
 MG0082_MARKER: DB = BENCH MARK DISK
 MG0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0082_SP_SET: BRIDGE
 MG0082_STAMPING: K 52 1934
 MG0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0082+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 MG0082
 MG0082  HISTORY     - Date     Condition        Report By
 MG0082  HISTORY     - 1934     MONUMENTED       CGS
 MG0082  HISTORY     - 1959     GOOD             NGS
 MG0082  HISTORY     - 19960717 GOOD             USPSQD
 MG0082  HISTORY     - 20011006 GOOD             USPSQD
 MG0082  HISTORY     - 20040609 GOOD             USPSQD
 MG0082
 MG0082                          STATION DESCRIPTION
 MG0082
 MG0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0082'1.6 MI W FROM GENESEO.
 MG0082'ABOUT 1.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND
 MG0082'PACIFIC RAILWAY FROM THE STATION AT GENESEO, AT A NORTH-SOUTH
 MG0082'ROAD CROSSING, 123 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MG0082'9 FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, SET IN
 MG0082'THE TOP AND AT THE CENTER OF THE SOUTH HEADWALL OF A 12-FOOT
 MG0082'CONCRETE BRIDGE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 MG0082
 MG0082                          STATION RECOVERY (1996)
 MG0082
 MG0082'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0082'RECOVERED IN GOOD CONDITION.
 MG0082
 MG0082                          STATION RECOVERY (2001)
 MG0082
 MG0082'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0082'RECOVERED AS DESCRIBED
 MG0082
 MG0082                          STATION RECOVERY (2004)
 MG0082
 MG0082'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0056 ***********************************************************************
 MG0056  DESIGNATION -  K 53
 MG0056  PID         -  MG0056
 MG0056  STATE/COUNTY-  IL/HENRY
 MG0056  USGS QUAD   -  ANDOVER (1991)
 MG0056
 MG0056                         *CURRENT SURVEY CONTROL
 MG0056  ___________________________________________________________________
 MG0056* NAD 83(1986)-  41 17 47.     (N)    090 21 37.     (W)     SCALED    
 MG0056* NAVD 88     -       223.462  (meters)     733.14   (feet)  ADJUSTED  
 MG0056  ___________________________________________________________________
 MG0056  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0056  DYNAMIC HT  -         223.371 (meters)     732.84  (feet)  COMP
 MG0056  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 MG0056
 MG0056  VERT ORDER  -  SECOND    CLASS 0
 MG0056
 MG0056.The horizontal coordinates were scaled from a topographic map and have
 MG0056.an estimated accuracy of +/- 6 seconds.
 MG0056
 MG0056.The orthometric height was determined by differential leveling
 MG0056.and adjusted by the National Geodetic Survey in June 1991..
 MG0056
 MG0056.The geoid height was determined by GEOID03.
 MG0056
 MG0056.The dynamic height is computed by dividing the NAVD 88
 MG0056.geopotential number by the normal gravity value computed on the
 MG0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0056.degrees latitude (g = 980.6199 gals.).
 MG0056
 MG0056.The modeled gravity was interpolated from observed gravity values.
 MG0056
 MG0056;                    North         East    Units  Estimated Accuracy
 MG0056;SPC IL W     -   513,960.      683,790.      MT  (+/- 180 meters Scaled)
 MG0056
 MG0056                          SUPERSEDED SURVEY CONTROL
 MG0056
 MG0056  NGVD 29 (??/??/92)  223.530  (m)          733.36   (f) ADJ UNCH    2 0
 MG0056
 MG0056.Superseded values are not recommended for survey control.
 MG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0056.See file dsdata.txt to determine how the superseded data were derived.
 MG0056
 MG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF210750(NAD 83)
 MG0056_MARKER: DB = BENCH MARK DISK
 MG0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0056_STAMPING: K 53 1934
 MG0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0056+STABILITY: SURFACE MOTION
 MG0056
 MG0056  HISTORY     - Date     Condition        Report By
 MG0056  HISTORY     - 1934     MONUMENTED       CGS
 MG0056  HISTORY     - 19880427 MARK NOT FOUND   USPSQD
 MG0056  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0056  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 MG0056  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0056
 MG0056                          STATION DESCRIPTION
 MG0056
 MG0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0056'AT LYNN.
 MG0056'AT LYNN, HENRY COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 MG0056'RAILROAD 50 FEET SOUTH OF THE STATION, AT A ROAD CROSSING,
 MG0056'32 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 30 FEET SOUTH
 MG0056'OF THE CENTERLINE OF THE ROAD, 5 FEET SOUTH OF A POLE, AT THE
 MG0056'EDGE OF A CUT, AND 2 FEET ABOVE THE LEVEL OF THE TRACK.  A
 MG0056'STANDARD DISK, STAMPED K 53 1934 AND SET IN THE TOP OF A CONCRETE
 MG0056'POST.
 MG0056
 MG0056                          STATION RECOVERY (1988)
 MG0056
 MG0056'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0056'MARK NOT FOUND.
 MG0056
 MG0056                          STATION RECOVERY (1996)
 MG0056
 MG0056'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0056'MARK NOT FOUND.
 MG0056
 MG0056                          STATION RECOVERY (2001)
 MG0056
 MG0056'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0056'MARK NOT FOUND.
 MG0056
 MG0056                          STATION RECOVERY (2004)
 MG0056
 MG0056'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0375 ***********************************************************************
 LD0375  DESIGNATION -  K 55
 LD0375  PID         -  LD0375
 LD0375  STATE/COUNTY-  IL/MCDONOUGH
 LD0375  USGS QUAD   -  COLCHESTER (1974)
 LD0375
 LD0375                         *CURRENT SURVEY CONTROL
 LD0375  ___________________________________________________________________
 LD0375* NAD 83(1986)-  40 25 28.     (N)    090 47 44.     (W)     SCALED    
 LD0375* NAVD 88     -       211.572  (meters)     694.13   (feet)  ADJUSTED  
 LD0375  ___________________________________________________________________
 LD0375  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LD0375  DYNAMIC HT  -         211.469 (meters)     693.79  (feet)  COMP
 LD0375  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 LD0375
 LD0375  VERT ORDER  -  SECOND    CLASS 0
 LD0375
 LD0375.The horizontal coordinates were scaled from a topographic map and have
 LD0375.an estimated accuracy of +/- 6 seconds.
 LD0375
 LD0375.The orthometric height was determined by differential leveling
 LD0375.and adjusted by the National Geodetic Survey in June 1991..
 LD0375
 LD0375.The geoid height was determined by GEOID03.
 LD0375
 LD0375.The dynamic height is computed by dividing the NAVD 88
 LD0375.geopotential number by the normal gravity value computed on the
 LD0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0375.degrees latitude (g = 980.6199 gals.).
 LD0375
 LD0375.The modeled gravity was interpolated from observed gravity values.
 LD0375
 LD0375;                    North         East    Units  Estimated Accuracy
 LD0375;SPC IL W     -   417,310.      646,630.      MT  (+/- 180 meters Scaled)
 LD0375
 LD0375                          SUPERSEDED SURVEY CONTROL
 LD0375
 LD0375  NGVD 29 (??/??/92)  211.645  (m)          694.37   (f) ADJ UNCH    2 0
 LD0375
 LD0375.Superseded values are not recommended for survey control.
 LD0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0375.See file dsdata.txt to determine how the superseded data were derived.
 LD0375
 LD0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE870772(NAD 83)
 LD0375_MARKER: DB = BENCH MARK DISK
 LD0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0375_STAMPING: K 55 1935
 LD0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0375+STABILITY: SURFACE MOTION
 LD0375
 LD0375  HISTORY     - Date     Condition        Report By
 LD0375  HISTORY     - 1935     MONUMENTED       CGS
 LD0375  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 LD0375
 LD0375                          STATION DESCRIPTION
 LD0375
 LD0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0375'AT COLCHESTER.
 LD0375'AT COLCHESTER, MCDONOUGH  COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0375'QUINCY RAILROAD, 0.1 MILE SOUTHWEST OF THE STATION, AT THE
 LD0375'SOUTHWEST CORNER OF THE CITY PARK, AT A STREET INTERSECTION, 27
 LD0375'FEET NORTH OF THE CENTERLINE OF ONE STREET, 24 FEET EAST OF THE
 LD0375'CENTERLINE OF THE OTHER STREET, AND 3 FEET NORTH OF THE SIDEWALK.
 LD0375'A STANDARD DISK, STAMPED K 55 1935 AND SET IN THE TOP OF A CONCRETE
 LD0375'POST PROJECTING 8 INCHES ABOVE GROUND.
 LD0375
 LD0375                          STATION RECOVERY (2004)
 LD0375
 LD0375'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 LD0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0333 ***********************************************************************
 LD0333  DESIGNATION -  K 56
 LD0333  PID         -  LD0333
 LD0333  STATE/COUNTY-  IL/FULTON
 LD0333  USGS QUAD   -  VERMONT (1979)
 LD0333
 LD0333                         *CURRENT SURVEY CONTROL
 LD0333  ___________________________________________________________________
 LD0333* NAD 83(1986)-  40 15 13.     (N)    090 26 23.     (W)     SCALED    
 LD0333* NAVD 88     -       194.783  (meters)     639.05   (feet)  ADJUSTED  
 LD0333  ___________________________________________________________________
 LD0333  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LD0333  DYNAMIC HT  -         194.685 (meters)     638.73  (feet)  COMP
 LD0333  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 LD0333
 LD0333  VERT ORDER  -  SECOND    CLASS 0
 LD0333
 LD0333.The horizontal coordinates were scaled from a topographic map and have
 LD0333.an estimated accuracy of +/- 6 seconds.
 LD0333
 LD0333.The orthometric height was determined by differential leveling
 LD0333.and adjusted by the National Geodetic Survey in June 1991..
 LD0333
 LD0333.The geoid height was determined by GEOID03.
 LD0333
 LD0333.The dynamic height is computed by dividing the NAVD 88
 LD0333.geopotential number by the normal gravity value computed on the
 LD0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0333.degrees latitude (g = 980.6199 gals.).
 LD0333
 LD0333.The modeled gravity was interpolated from observed gravity values.
 LD0333
 LD0333;                    North         East    Units  Estimated Accuracy
 LD0333;SPC IL W     -   398,180.      676,770.      MT  (+/- 180 meters Scaled)
 LD0333
 LD0333                          SUPERSEDED SURVEY CONTROL
 LD0333
 LD0333  NGVD 29 (??/??/92)  194.872  (m)          639.34   (f) ADJ UNCH    2 0
 LD0333
 LD0333.Superseded values are not recommended for survey control.
 LD0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0333.See file dsdata.txt to determine how the superseded data were derived.
 LD0333
 LD0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE177590(NAD 83)
 LD0333_MARKER: DB = BENCH MARK DISK
 LD0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0333_STAMPING: K 56 1935
 LD0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0333+STABILITY: SURFACE MOTION
 LD0333
 LD0333  HISTORY     - Date     Condition        Report By
 LD0333  HISTORY     - 1935     MONUMENTED       CGS
 LD0333  HISTORY     - 1974     MARK NOT FOUND   USGS
 LD0333
 LD0333                          STATION DESCRIPTION
 LD0333
 LD0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0333'2.8 MI S FROM VERMONT.
 LD0333'2.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0333'FROM THE STATION AT VERMONT, FULTON COUNTY, 1/2 MILE NORTHEAST
 LD0333'OF MILEPOST 134, 46 FEET SOUTHEAST OF A POINT 9 FEET SOUTHWEST
 LD0333'OF THE CENTER OF A ROAD CROSSING, 4 FEET NORTHWEST OF THE
 LD0333'RIGHT-OF-WAY FENCE, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 LD0333'DISK, STAMPED K 56 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0333
 LD0333                          STATION RECOVERY (1974)
 LD0333
 LD0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0451 ***********************************************************************
 NH0451  DESIGNATION -  K 6
 NH0451  PID         -  NH0451
 NH0451  STATE/COUNTY-  IL/WINNEBAGO
 NH0451  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0451
 NH0451                         *CURRENT SURVEY CONTROL
 NH0451  ___________________________________________________________________
 NH0451* NAD 83(1986)-  42 16 06.     (N)    089 06 34.     (W)     SCALED    
 NH0451* NAVD 88     -       222.051  (meters)     728.51   (feet)  ADJUSTED  
 NH0451  ___________________________________________________________________
 NH0451  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NH0451  DYNAMIC HT  -         221.980 (meters)     728.28  (feet)  COMP
 NH0451  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 NH0451
 NH0451  VERT ORDER  -  FIRST     CLASS II
 NH0451
 NH0451.The horizontal coordinates were scaled from a topographic map and have
 NH0451.an estimated accuracy of +/- 6 seconds.
 NH0451
 NH0451.The orthometric height was determined by differential leveling
 NH0451.and adjusted by the National Geodetic Survey in June 1991..
 NH0451
 NH0451.The geoid height was determined by GEOID03.
 NH0451
 NH0451.The dynamic height is computed by dividing the NAVD 88
 NH0451.geopotential number by the normal gravity value computed on the
 NH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0451.degrees latitude (g = 980.6199 gals.).
 NH0451
 NH0451.The modeled gravity was interpolated from observed gravity values.
 NH0451
 NH0451;                    North         East    Units  Estimated Accuracy
 NH0451;SPC IL W     -   622,430.      787,220.      MT  (+/- 180 meters Scaled)
 NH0451
 NH0451                          SUPERSEDED SURVEY CONTROL
 NH0451
 NH0451  NGVD 29 (??/??/92)  222.109  (m)          728.70   (f) ADJ UNCH    1 2
 NH0451
 NH0451.Superseded values are not recommended for survey control.
 NH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0451.See file dsdata.txt to determine how the superseded data were derived.
 NH0451
 NH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM260817(NAD 83)
 NH0451_MARKER: Q = CHISELED SQUARE
 NH0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0451_SP_SET: BRIDGE ABUTMENT
 NH0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0451
 NH0451  HISTORY     - Date     Condition        Report By
 NH0451  HISTORY     - UNK      MONUMENTED       CGS
 NH0451  HISTORY     - 1960     GOOD             NGS
 NH0451  HISTORY     - 1987     GOOD             USPSQD
 NH0451  HISTORY     - 19970323 GOOD             USPSQD
 NH0451
 NH0451                          STATION DESCRIPTION
 NH0451
 NH0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0451'AT ROCKFORD.
 NH0451'AT ROCKFORD, ABOUT 0.75 MILE WEST ALONG THE CHICAGO AND NORTH
 NH0451'WESTERN RAILWAY FROM THE OVERPASS OVER STATE HIGHWAY 2 (SOUTH
 NH0451'MAIN STREET), IN S-22, R-1E, T-44N, 9 1/2 FEET SOUTH OF THE
 NH0451'SOUTH RAIL, IN TOP OF THE EAST CORNER OF SOUTH END OF BACK WALL
 NH0451'OF THE WEST STONE MASONRY ABUTMENT OF STEEL PLATE BRIDGE NO. 473
 NH0451'OVER A SPUR TRACK OF ILLINOIS CENTRAL RAILWAY AND TAY STREET
 NH0451'AND KENT CREEK, 2.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 NH0451'STEEL PART OF BRIDGE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 NH0451'AND IS A 2-BY 2 1/2-INCH OUTLINED CHISELED SQUARE.
 NH0451
 NH0451                          STATION RECOVERY (1987)
 NH0451
 NH0451'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0451'RECOVERED IN GOOD CONDITION.
 NH0451
 NH0451                          STATION RECOVERY (1997)
 NH0451
 NH0451'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0519 ***********************************************************************
 HB0519  DESIGNATION -  K 7
 HB0519  PID         -  HB0519
 HB0519  STATE/COUNTY-  IL/FRANKLIN
 HB0519  USGS QUAD   -  WEST FRANKFORT (1978)
 HB0519
 HB0519                         *CURRENT SURVEY CONTROL
 HB0519  ___________________________________________________________________
 HB0519* NAD 83(1986)-  37 59 47.     (N)    088 55 14.     (W)     SCALED    
 HB0519* NAVD 88     -       144.645  (meters)     474.56   (feet)  ADJUSTED  
 HB0519  ___________________________________________________________________
 HB0519  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HB0519  DYNAMIC HT  -         144.549 (meters)     474.24  (feet)  COMP
 HB0519  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 HB0519
 HB0519  VERT ORDER  -  FIRST     CLASS II
 HB0519
 HB0519.The horizontal coordinates were scaled from a topographic map and have
 HB0519.an estimated accuracy of +/- 6 seconds.
 HB0519
 HB0519.The orthometric height was determined by differential leveling
 HB0519.and adjusted by the National Geodetic Survey in June 1991..
 HB0519
 HB0519.The geoid height was determined by GEOID03.
 HB0519
 HB0519.The dynamic height is computed by dividing the NAVD 88
 HB0519.geopotential number by the normal gravity value computed on the
 HB0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0519.degrees latitude (g = 980.6199 gals.).
 HB0519
 HB0519.The modeled gravity was interpolated from observed gravity values.
 HB0519
 HB0519;                    North         East    Units  Estimated Accuracy
 HB0519;SPC IL E     -   147,740.      248,420.      MT  (+/- 180 meters Scaled)
 HB0519
 HB0519                          SUPERSEDED SURVEY CONTROL
 HB0519
 HB0519  NGVD 29 (??/??/??)  144.736  (m)          474.85   (f) ADJUSTED    1 2
 HB0519
 HB0519.Superseded values are not recommended for survey control.
 HB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0519.See file dsdata.txt to determine how the superseded data were derived.
 HB0519
 HB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH313071(NAD 83)
 HB0519_MARKER: DD = SURVEY DISK
 HB0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0519_STAMPING: K 7 1924 ILL
 HB0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0519+STABILITY: SURFACE MOTION
 HB0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0519+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 HB0519
 HB0519  HISTORY     - Date     Condition        Report By
 HB0519  HISTORY     - 1924     MONUMENTED       USGS
 HB0519  HISTORY     - 1960     GOOD             CGS
 HB0519  HISTORY     - 20060301 GOOD             ILDT
 HB0519
 HB0519                          STATION DESCRIPTION
 HB0519
 HB0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0519'AT BENTON.
 HB0519'AT BENTON, 41 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE WEST
 HB0519'WING OF THE COURT HOUSE, 34.1 FEET WEST OF THE NORTHWEST CORNER
 HB0519'OF THE WEST WING OF THE COURT HOUSE, 3 FEET NORTHEAST OF AN IRON
 HB0519'LAMP POST, 10.8 FEET NORTH OF THE CENTER OF A CONCRETE WALK
 HB0519'LEADING TO THE COURT HOUSE, 11.8 FEET EAST OF A STREET CURB,
 HB0519'ABOUT 0.5 FEET ABOVE THE SIDEWALK AND SET IN THE TOP OF A
 HB0519'CONCRETE POST PROJECTING 4 INCHES.
 HB0519
 HB0519                          STATION RECOVERY (2006)
 HB0519
 HB0519'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0737 ***********************************************************************
 MF0737  DESIGNATION -  K 7
 MF0737  PID         -  MF0737
 MF0737  STATE/COUNTY-  IL/LA SALLE
 MF0737  USGS QUAD   -  TONICA (1983)
 MF0737
 MF0737                         *CURRENT SURVEY CONTROL
 MF0737  ___________________________________________________________________
 MF0737* NAD 83(1986)-  41 08 31.     (N)    089 03 34.     (W)     SCALED    
 MF0737* NAVD 88     -       214.129  (meters)     702.52   (feet)  ADJUSTED  
 MF0737  ___________________________________________________________________
 MF0737  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MF0737  DYNAMIC HT  -         214.039 (meters)     702.23  (feet)  COMP
 MF0737  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 MF0737
 MF0737  VERT ORDER  -  FIRST     CLASS I
 MF0737
 MF0737.The horizontal coordinates were scaled from a topographic map and have
 MF0737.an estimated accuracy of +/- 6 seconds.
 MF0737
 MF0737.The orthometric height was determined by differential leveling
 MF0737.and adjusted by the National Geodetic Survey in June 1991..
 MF0737
 MF0737.The geoid height was determined by GEOID03.
 MF0737
 MF0737.The dynamic height is computed by dividing the NAVD 88
 MF0737.geopotential number by the normal gravity value computed on the
 MF0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0737.degrees latitude (g = 980.6199 gals.).
 MF0737
 MF0737.The modeled gravity was interpolated from observed gravity values.
 MF0737
 MF0737;                    North         East    Units  Estimated Accuracy
 MF0737;SPC IL E     -   497,060.      239,040.      MT  (+/- 180 meters Scaled)
 MF0737
 MF0737                          SUPERSEDED SURVEY CONTROL
 MF0737
 MF0737  NGVD 29 (??/??/92)  214.178  (m)          702.68   (f) ADJ UNCH    1 1
 MF0737
 MF0737.Superseded values are not recommended for survey control.
 MF0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0737.See file dsdata.txt to determine how the superseded data were derived.
 MF0737
 MF0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL271565(NAD 83)
 MF0737_MARKER: DB = BENCH MARK DISK
 MF0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0737_SP_SET: STEP
 MF0737_STAMPING: ELEV 702.784 FT K 7 1920
 MF0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0737
 MF0737  HISTORY     - Date     Condition        Report By
 MF0737  HISTORY     - 1920     MONUMENTED       CGS
 MF0737  HISTORY     - 1969     GOOD             NGS
 MF0737  HISTORY     - 19970728 GOOD             USPSQD
 MF0737  HISTORY     - 20020826 GOOD             USPSQD
 MF0737
 MF0737                          STATION DESCRIPTION
 MF0737
 MF0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0737'AT LOSTANT.
 MF0737'AT LOSTANT, WEST AND ACROSS A PAVED STREET FROM THE ILLINOIS
 MF0737'CENTRAL RAILROAD STATION, 163 1/2 FEET WEST OF THE WEST RAIL OF THE
 MF0737'WEST SET OF MAIN TRACKS, 99 FEET SOUTHEAST OF THE SOUTHEAST
 MF0737'CORNER OF THE POST OFFICE BUILDING, SET IN THE TOP OF TH SOUTHEAST
 MF0737'CORNER OF THE SECOND CONCRETE STEP ABOVE THE SIDEWALK AT THE
 MF0737'NORTHEAST ENTRANCE TO A BRICK BUILDING, 6 INCHES NORTHEAST OF
 MF0737'A DOOR SILL FOR THE BUILDING, 36 FEET WEST OF THE CENTER LINE
 MF0737'OF A PAVED STREET, 36 FEET SOUTH OF THE CENTER LINE OF A PAVED
 MF0737'STREET, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE STREETS.
 MF0737'SEC 24, T31N, R1E
 MF0737
 MF0737                          STATION RECOVERY (1997)
 MF0737
 MF0737'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0737'RECOVERED IN GOOD CONDITION.
 MF0737
 MF0737                          STATION RECOVERY (2002)
 MF0737
 MF0737'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0312 ***********************************************************************
 KC0312  DESIGNATION -  K 79
 KC0312  PID         -  KC0312
 KC0312  STATE/COUNTY-  IL/PIKE
 KC0312  USGS QUAD   -  BARRY (1978)
 KC0312
 KC0312                         *CURRENT SURVEY CONTROL
 KC0312  ___________________________________________________________________
 KC0312* NAD 83(1986)-  39 42 45.     (N)    091 05 25.     (W)     SCALED    
 KC0312* NAVD 88     -       166.755  (meters)     547.10   (feet)  ADJUSTED  
 KC0312  ___________________________________________________________________
 KC0312  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0312  DYNAMIC HT  -         166.663 (meters)     546.79  (feet)  COMP
 KC0312  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 KC0312
 KC0312  VERT ORDER  -  SECOND    CLASS 0
 KC0312
 KC0312.The horizontal coordinates were scaled from a topographic map and have
 KC0312.an estimated accuracy of +/- 6 seconds.
 KC0312
 KC0312.The orthometric height was determined by differential leveling
 KC0312.and adjusted by the National Geodetic Survey in June 1991..
 KC0312
 KC0312.The geoid height was determined by GEOID03.
 KC0312
 KC0312.The dynamic height is computed by dividing the NAVD 88
 KC0312.geopotential number by the normal gravity value computed on the
 KC0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0312.degrees latitude (g = 980.6199 gals.).
 KC0312
 KC0312.The modeled gravity was interpolated from observed gravity values.
 KC0312
 KC0312;                    North         East    Units  Estimated Accuracy
 KC0312;SPC IL W     -   338,480.      620,800.      MT  (+/- 180 meters Scaled)
 KC0312
 KC0312                          SUPERSEDED SURVEY CONTROL
 KC0312
 KC0312  NGVD 29 (??/??/92)  166.834  (m)          547.35   (f) ADJ UNCH    2 0
 KC0312
 KC0312.Superseded values are not recommended for survey control.
 KC0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0312.See file dsdata.txt to determine how the superseded data were derived.
 KC0312
 KC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD637975(NAD 83)
 KC0312_MARKER: DB = BENCH MARK DISK
 KC0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0312_STAMPING: K 79 1935
 KC0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0312+STABILITY: SURFACE MOTION
 KC0312
 KC0312  HISTORY     - Date     Condition        Report By
 KC0312  HISTORY     - 1935     MONUMENTED       CGS
 KC0312
 KC0312                          STATION DESCRIPTION
 KC0312
 KC0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0312'2.8 MI W FROM BARRY.
 KC0312'2.8 MILES WEST ALONG THE WABASH RAILWAY FROM THE STATION AT
 KC0312'BARRY, PIKE COUNTY, AT MILEAGE 499.5, 15 FEET EAST OF THE CENTER
 KC0312'OF A PRIVATE-ROAD CROSSING, 38 FEET SOUTH OF THE CENTERLINE OF
 KC0312'THE TRACK, AND 10 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 KC0312'STANDARD DISK, STAMPED K 79 1935 AND SET IN THE TOP OF A CONCRETE
 KC0312'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0778 ***********************************************************************
 JB0778  DESIGNATION -  K 8
 JB0778  PID         -  JB0778
 JB0778  STATE/COUNTY-  IL/FAYETTE
 JB0778  USGS QUAD   -  VANDALIA (1974)
 JB0778
 JB0778                         *CURRENT SURVEY CONTROL
 JB0778  ___________________________________________________________________
 JB0778* NAD 83(1986)-  38 57 38.     (N)    089 05 44.     (W)     SCALED    
 JB0778* NAVD 88     -       156.754  (meters)     514.28   (feet)  ADJUSTED  
 JB0778  ___________________________________________________________________
 JB0778  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JB0778  DYNAMIC HT  -         156.657 (meters)     513.97  (feet)  COMP
 JB0778  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 JB0778
 JB0778  VERT ORDER  -  FIRST     CLASS II
 JB0778
 JB0778.The horizontal coordinates were scaled from a topographic map and have
 JB0778.an estimated accuracy of +/- 6 seconds.
 JB0778
 JB0778.The orthometric height was determined by differential leveling
 JB0778.and adjusted by the National Geodetic Survey in June 1991..
 JB0778
 JB0778.The geoid height was determined by GEOID03.
 JB0778
 JB0778.The dynamic height is computed by dividing the NAVD 88
 JB0778.geopotential number by the normal gravity value computed on the
 JB0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0778.degrees latitude (g = 980.6199 gals.).
 JB0778
 JB0778.The modeled gravity was interpolated from observed gravity values.
 JB0778
 JB0778;                    North         East    Units  Estimated Accuracy
 JB0778;SPC IL E     -   254,880.      233,940.      MT  (+/- 180 meters Scaled)
 JB0778
 JB0778                          SUPERSEDED SURVEY CONTROL
 JB0778
 JB0778  NGVD 29 (??/??/92)  156.87   (m)          514.7    (f) COMPUTED    1 2
 JB0778
 JB0778.Superseded values are not recommended for survey control.
 JB0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0778.See file dsdata.txt to determine how the superseded data were derived.
 JB0778
 JB0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ184144(NAD 83)
 JB0778_MARKER: DB = BENCH MARK DISK
 JB0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0778_SP_SET: BUILDING
 JB0778_STAMPING: K 8 1920
 JB0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0778
 JB0778  HISTORY     - Date     Condition        Report By
 JB0778  HISTORY     - 1920     MONUMENTED       CGS
 JB0778
 JB0778                          STATION DESCRIPTION
 JB0778
 JB0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 JB0778'AT VANDALIA.
 JB0778'AT VANDALIA, FAYETTE COUNTY, AT THE SE CORNER OF THE INTERSECTION
 JB0778'OF GALLATIN AND FIFTH STS, IN THE FRONT FACE OF THE FIRST
 JB0778'NATIONAL BANK BUILDING, AND ABOUT 4 FT ABOVE THE SIDEWALK.  A
 JB0778'STANDARD DISK, STAMPED K 8 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0779 ***********************************************************************
 JB0779  DESIGNATION -  K 8 RESET 1944
 JB0779  PID         -  JB0779
 JB0779  STATE/COUNTY-  IL/FAYETTE
 JB0779  USGS QUAD   -  VANDALIA (1974)
 JB0779
 JB0779                         *CURRENT SURVEY CONTROL
 JB0779  ___________________________________________________________________
 JB0779* NAD 83(1986)-  38 57 38.     (N)    089 05 44.     (W)     SCALED    
 JB0779* NAVD 88     -       156.764  (meters)     514.32   (feet)  ADJUSTED  
 JB0779  ___________________________________________________________________
 JB0779  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JB0779  DYNAMIC HT  -         156.668 (meters)     514.00  (feet)  COMP
 JB0779  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 JB0779
 JB0779  VERT ORDER  -  FIRST     CLASS II
 JB0779
 JB0779.The horizontal coordinates were scaled from a topographic map and have
 JB0779.an estimated accuracy of +/- 6 seconds.
 JB0779
 JB0779.The orthometric height was determined by differential leveling
 JB0779.and adjusted by the National Geodetic Survey in June 1991..
 JB0779
 JB0779.The geoid height was determined by GEOID03.
 JB0779
 JB0779.The dynamic height is computed by dividing the NAVD 88
 JB0779.geopotential number by the normal gravity value computed on the
 JB0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0779.degrees latitude (g = 980.6199 gals.).
 JB0779
 JB0779.The modeled gravity was interpolated from observed gravity values.
 JB0779
 JB0779;                    North         East    Units  Estimated Accuracy
 JB0779;SPC IL E     -   254,880.      233,940.      MT  (+/- 180 meters Scaled)
 JB0779
 JB0779                          SUPERSEDED SURVEY CONTROL
 JB0779
 JB0779  NGVD 29 (??/??/92)  156.880  (m)          514.70   (f) ADJ UNCH    1 2
 JB0779
 JB0779.Superseded values are not recommended for survey control.
 JB0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0779.See file dsdata.txt to determine how the superseded data were derived.
 JB0779
 JB0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ184144(NAD 83)
 JB0779_MARKER: DB = BENCH MARK DISK
 JB0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0779_SP_SET: BUILDING
 JB0779_STAMPING: K 8 RESET 1944
 JB0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0779
 JB0779  HISTORY     - Date     Condition        Report By
 JB0779  HISTORY     - 1944     MONUMENTED       CGS
 JB0779  HISTORY     - 1969     GOOD             NGS
 JB0779  HISTORY     - 1976     GOOD             NGS
 JB0779
 JB0779                          STATION DESCRIPTION
 JB0779
 JB0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0779'0.1 MI E FROM VANDALIA.
 JB0779'ABOUT 0.05 MILE SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD
 JB0779'FROM THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD
 JB0779'AT VANDALIA, THENCE 0.05 MILE EAST ALONG GALLATIN STREET, AT THE
 JB0779'SOUTHEAST CORNER OF THE INTERSECTION OF THE STREET AND SOUTH
 JB0779'FIFTH STREET, SET VERTICALLY IN THE NORTH FACE OF THE FIRST
 JB0779'NATIONAL BANK BUILDING, 19 FEET EAST OF THE NORTHWEST CORNER OF
 JB0779'THE BUILDING, 3 FEET WEST OF THE WEST SIDE OF THE NORTH ENTRANCE
 JB0779'TO THE BUILDING, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JB0779'SIDEWALK.  SEC 16, T 6 N, R 1 E.
 JB0779
 JB0779                          STATION RECOVERY (1976)
 JB0779
 JB0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0420 ***********************************************************************
 KC0420  DESIGNATION -  K 80
 KC0420  PID         -  KC0420
 KC0420  STATE/COUNTY-  IL/PIKE
 KC0420  USGS QUAD   -  LOUISIANA (1991)
 KC0420
 KC0420                         *CURRENT SURVEY CONTROL
 KC0420  ___________________________________________________________________
 KC0420* NAD 83(1986)-  39 29 58.     (N)    091 00 43.     (W)     SCALED    
 KC0420* NAVD 88     -       139.051  (meters)     456.20   (feet)  ADJUSTED  
 KC0420  ___________________________________________________________________
 KC0420  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KC0420  DYNAMIC HT  -         138.972 (meters)     455.94  (feet)  COMP
 KC0420  MODELED GRAV-     980,061.6   (mgal)                       NAVD 88
 KC0420
 KC0420  VERT ORDER  -  SECOND    CLASS 0
 KC0420
 KC0420.The horizontal coordinates were scaled from a topographic map and have
 KC0420.an estimated accuracy of +/- 6 seconds.
 KC0420
 KC0420.The orthometric height was determined by differential leveling
 KC0420.and adjusted by the National Geodetic Survey in June 1991..
 KC0420
 KC0420.The geoid height was determined by GEOID03.
 KC0420
 KC0420.The dynamic height is computed by dividing the NAVD 88
 KC0420.geopotential number by the normal gravity value computed on the
 KC0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0420.degrees latitude (g = 980.6199 gals.).
 KC0420
 KC0420.The modeled gravity was interpolated from observed gravity values.
 KC0420
 KC0420;                    North         East    Units  Estimated Accuracy
 KC0420;SPC IL W     -   314,760.      627,300.      MT  (+/- 180 meters Scaled)
 KC0420
 KC0420                          SUPERSEDED SURVEY CONTROL
 KC0420
 KC0420  NGVD 29 (??/??/92)  139.126  (m)          456.45   (f) ADJ UNCH    2 0
 KC0420
 KC0420.Superseded values are not recommended for survey control.
 KC0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0420.See file dsdata.txt to determine how the superseded data were derived.
 KC0420
 KC0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD709740(NAD 83)
 KC0420_MARKER: DB = BENCH MARK DISK
 KC0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0420_STAMPING: K 80 1935
 KC0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0420+STABILITY: SURFACE MOTION
 KC0420
 KC0420  HISTORY     - Date     Condition        Report By
 KC0420  HISTORY     - 1935     MONUMENTED       CGS
 KC0420  HISTORY     - 1943     GOOD             NGS
 KC0420
 KC0420                          STATION DESCRIPTION
 KC0420
 KC0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KC0420'2.9 MI S FROM PIKE.
 KC0420'2.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0420'FROM THE STATION AT ROCKPORT, PIKE COUNTY, 7 RAILS SOUTH OF
 KC0420'MILEPOST 26, 5 RAILS NORTH OF THE SIDING AT MOORE, 4 RAILS
 KC0420'NORTH OF A GRADE CROSSING, 4-1/2 FEET WEST OF THE WEST RAIL, AND
 KC0420'3-1/2 FEET EAST OF A TRAIN FLAG-STOP SIGNAL.  A STANDARD DISK,
 KC0420'STAMPED K 80 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0420'NOTE-- ANYONE RECOVERING THIS BENCH MARK WILL CONFER A FAVOR ON
 KC0420'THIS OFFICE BY SUBMITTING AN UP-TO-DATE DESCRIPTION TO THE
 KC0420'DIRECTOR, U.S. COAST AND GEODETIC SURVEY, WASHINGTON 25, D.C.
 KC0420'THE MARK IS 2.9 MILES SOUTH ALONG THE ROUTE OF THE NOW ABANDONED
 KC0420'CHICAGO, BURLINGTON AND QUINCY RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0376 ***********************************************************************
 KC0376  DESIGNATION -  K 81
 KC0376  PID         -  KC0376
 KC0376  STATE/COUNTY-  IL/ADAMS
 KC0376  USGS QUAD   -  QUINCY WEST (1996)
 KC0376
 KC0376                         *CURRENT SURVEY CONTROL
 KC0376  ___________________________________________________________________
 KC0376* NAD 83(1986)-  39 55 48.     (N)    091 24 54.     (W)     SCALED    
 KC0376* NAVD 88     -       152.956  (meters)     501.82   (feet)  ADJUSTED  
 KC0376  ___________________________________________________________________
 KC0376  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KC0376  DYNAMIC HT  -         152.877 (meters)     501.56  (feet)  COMP
 KC0376  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 KC0376
 KC0376  VERT ORDER  -  SECOND    CLASS 0
 KC0376
 KC0376.The horizontal coordinates were scaled from a topographic map and have
 KC0376.an estimated accuracy of +/- 6 seconds.
 KC0376
 KC0376.The orthometric height was determined by differential leveling
 KC0376.and adjusted by the National Geodetic Survey in June 1991..
 KC0376
 KC0376.The geoid height was determined by GEOID03.
 KC0376
 KC0376.The dynamic height is computed by dividing the NAVD 88
 KC0376.geopotential number by the normal gravity value computed on the
 KC0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0376.degrees latitude (g = 980.6199 gals.).
 KC0376
 KC0376.The modeled gravity was interpolated from observed gravity values.
 KC0376
 KC0376;                    North         East    Units  Estimated Accuracy
 KC0376;SPC IL W     -   362,960.      593,300.      MT  (+/- 180 meters Scaled)
 KC0376
 KC0376                          SUPERSEDED SURVEY CONTROL
 KC0376
 KC0376  NGVD 29 (??/??/92)  153.039  (m)          502.10   (f) ADJ UNCH    2 0
 KC0376
 KC0376.Superseded values are not recommended for survey control.
 KC0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0376.See file dsdata.txt to determine how the superseded data were derived.
 KC0376
 KC0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE354211(NAD 83)
 KC0376_MARKER: DB = BENCH MARK DISK
 KC0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0376_SP_SET: STEEL TOWER BASE
 KC0376_STAMPING: K 81 1935
 KC0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0376
 KC0376  HISTORY     - Date     Condition        Report By
 KC0376  HISTORY     - 1935     MONUMENTED       CGS
 KC0376
 KC0376                          STATION DESCRIPTION
 KC0376
 KC0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0376'AT QUINCY.
 KC0376'AT QUINCY, ADAMS COUNTY, 0.5 MILE SOUTH OF THE CHICAGO,
 KC0376'BURLINGTON AND QUINCY RAILROAD STATION, ACROSS THE TRACK FROM
 KC0376'THE CENTRAL ILLINOIS PUBLIC SERVICE COMPANY SUB STATION, IN THE
 KC0376'TOP OF THE CONCRETE BASE OF THE SOUTH STEEL TOWER, AND 22 FEET
 KC0376'WEST OF THE TRACK.  A STANDARD DISK, STAMPED K 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0633 ***********************************************************************
 KB0633  DESIGNATION -  K 82
 KB0633  PID         -  KB0633
 KB0633  STATE/COUNTY-  IL/MOULTRIE
 KB0633  USGS QUAD   -  SULLIVAN (1983)
 KB0633
 KB0633                         *CURRENT SURVEY CONTROL
 KB0633  ___________________________________________________________________
 KB0633* NAD 83(1986)-  39 37 22.     (N)    088 37 24.     (W)     SCALED    
 KB0633* NAVD 88     -       206.549  (meters)     677.65   (feet)  ADJUSTED  
 KB0633  ___________________________________________________________________
 KB0633  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KB0633  DYNAMIC HT  -         206.433 (meters)     677.27  (feet)  COMP
 KB0633  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 KB0633
 KB0633  VERT ORDER  -  SECOND    CLASS 0
 KB0633
 KB0633.The horizontal coordinates were scaled from a topographic map and have
 KB0633.an estimated accuracy of +/- 6 seconds.
 KB0633
 KB0633.The orthometric height was determined by differential leveling
 KB0633.and adjusted by the National Geodetic Survey in June 1991..
 KB0633
 KB0633.The geoid height was determined by GEOID03.
 KB0633
 KB0633.The dynamic height is computed by dividing the NAVD 88
 KB0633.geopotential number by the normal gravity value computed on the
 KB0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0633.degrees latitude (g = 980.6199 gals.).
 KB0633
 KB0633.The modeled gravity was interpolated from observed gravity values.
 KB0633
 KB0633;                    North         East    Units  Estimated Accuracy
 KB0633;SPC IL E     -   328,160.      275,100.      MT  (+/- 180 meters Scaled)
 KB0633
 KB0633                          SUPERSEDED SURVEY CONTROL
 KB0633
 KB0633  NGVD 29 (??/??/92)  206.622  (m)          677.89   (f) ADJ UNCH    2 0
 KB0633
 KB0633.Superseded values are not recommended for survey control.
 KB0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0633.See file dsdata.txt to determine how the superseded data were derived.
 KB0633
 KB0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ606871(NAD 83)
 KB0633_MARKER: DB = BENCH MARK DISK
 KB0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0633_STAMPING: K 82 1935
 KB0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0633+STABILITY: SURFACE MOTION
 KB0633
 KB0633  HISTORY     - Date     Condition        Report By
 KB0633  HISTORY     - 1935     MONUMENTED       CGS
 KB0633  HISTORY     - 1953     MARK NOT FOUND   NGS
 KB0633  HISTORY     - 1981     MARK NOT FOUND   USGS
 KB0633
 KB0633                          STATION DESCRIPTION
 KB0633
 KB0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0633'1.6 MI N FROM SULLIVAN.
 KB0633'1.6 MILES NORTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 KB0633'SULLIVAN, MOULTRIE COUNTY, 0.2 MILE SOUTH OF MILEPOST 39, 40 FEET
 KB0633'NORTH OF A ROAD CROSSING, AND 40 FEET WEST OF THE TRACK.  A
 KB0633'STANDARD DISK, STAMPED K 82 1935 AND SET IN THE TOP OF A CONCRETE
 KB0633'POST.
 KB0633
 KB0633                          STATION RECOVERY (1953)
 KB0633
 KB0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KB0633'MARK NOT FOUND.
 KB0633
 KB0633                          STATION RECOVERY (1981)
 KB0633
 KB0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 KB0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0473 ***********************************************************************
 KB0473  DESIGNATION -  K 83
 KB0473  PID         -  KB0473
 KB0473  STATE/COUNTY-  IL/EFFINGHAM
 KB0473  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0473
 KB0473                         *CURRENT SURVEY CONTROL
 KB0473  ___________________________________________________________________
 KB0473* NAD 83(1986)-  39 05 29.     (N)    088 33 18.     (W)     SCALED    
 KB0473* NAVD 88     -       177.921  (meters)     583.73   (feet)  ADJUSTED  
 KB0473  ___________________________________________________________________
 KB0473  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KB0473  DYNAMIC HT  -         177.814 (meters)     583.38  (feet)  COMP
 KB0473  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 KB0473
 KB0473  VERT ORDER  -  SECOND    CLASS 0
 KB0473
 KB0473.The horizontal coordinates were scaled from a topographic map and have
 KB0473.an estimated accuracy of +/- 6 seconds.
 KB0473
 KB0473.The orthometric height was determined by differential leveling
 KB0473.and adjusted by the National Geodetic Survey in June 1991..
 KB0473
 KB0473.The geoid height was determined by GEOID03.
 KB0473
 KB0473.The dynamic height is computed by dividing the NAVD 88
 KB0473.geopotential number by the normal gravity value computed on the
 KB0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0473.degrees latitude (g = 980.6199 gals.).
 KB0473
 KB0473.The modeled gravity was interpolated from observed gravity values.
 KB0473
 KB0473;                    North         East    Units  Estimated Accuracy
 KB0473;SPC IL E     -   269,150.      280,820.      MT  (+/- 180 meters Scaled)
 KB0473
 KB0473                          SUPERSEDED SURVEY CONTROL
 KB0473
 KB0473  NGVD 29 (??/??/92)  178.014  (m)          584.03   (f) ADJ UNCH    2 0
 KB0473
 KB0473.Superseded values are not recommended for survey control.
 KB0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0473.See file dsdata.txt to determine how the superseded data were derived.
 KB0473
 KB0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ655280(NAD 83)
 KB0473_MARKER: DB = BENCH MARK DISK
 KB0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0473_STAMPING: K 83 1935
 KB0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0473+STABILITY: SURFACE MOTION
 KB0473
 KB0473  HISTORY     - Date     Condition        Report By
 KB0473  HISTORY     - 1935     MONUMENTED       CGS
 KB0473  HISTORY     - 1945     GOOD             NGS
 KB0473
 KB0473                          STATION DESCRIPTION
 KB0473
 KB0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KB0473'1.8 MI S FROM EFFINGHAM.
 KB0473'1.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0473'UNION STATION AT EFFINGHAM, EFFINGHAM COUNTY, 5 RAILS SOUTH
 KB0473'OF MILEPOST 201, AT A GRADE CROSSING, 85 FEET WEST OF THE WEST
 KB0473'TRACK, 48 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 KB0473'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 83
 KB0473'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3487 ***********************************************************************
 AI3487  DESIGNATION -  K 83 RESET
 AI3487  PID         -  AI3487
 AI3487  STATE/COUNTY-  IL/EFFINGHAM
 AI3487  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 AI3487
 AI3487                         *CURRENT SURVEY CONTROL
 AI3487  ___________________________________________________________________
 AI3487* NAD 83(1986)-  39 05 29.     (N)    088 33 18.     (W)     SCALED    
 AI3487* NAVD 88     -       177.67   (meters)     582.9    (feet)  RESET     
 AI3487  ___________________________________________________________________
 AI3487  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 AI3487
 AI3487  VERT ORDER  -  THIRD
 AI3487
 AI3487.The horizontal coordinates were scaled from a topographic map and have
 AI3487.an estimated accuracy of +/- 6 seconds.
 AI3487
 AI3487.The orthometric height was computed from unverified reset data.
 AI3487.No vertical observational check was made to the station.
 AI3487
 AI3487.The geoid height was determined by GEOID03.
 AI3487
 AI3487;                    North         East    Units  Estimated Accuracy
 AI3487;SPC IL E     -   269,150.      280,820.      MT  (+/- 180 meters Scaled)
 AI3487
 AI3487                          SUPERSEDED SURVEY CONTROL
 AI3487
 AI3487.No superseded survey control is available for this station.
 AI3487
 AI3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ655280(NAD 83)
 AI3487_MARKER: DV = VERTICAL CONTROL DISK
 AI3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3487_STAMPING: K 83 RESET 1989
 AI3487_MARK LOGO: NGS   
 AI3487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3487+STABILITY: SURFACE MOTION
 AI3487
 AI3487  HISTORY     - Date     Condition        Report By
 AI3487  HISTORY     - 1989     MONUMENTED       ILDT
 AI3487
 AI3487                          STATION DESCRIPTION
 AI3487
 AI3487'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1989 (LK)
 AI3487'1.86 MILES (2.99 KM) SOUTH ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 AI3487'UNION STATION IN EFFINGHAM, 308 FEET (93.9 M) SOUTH OF MILE POST 201,
 AI3487'AT A GRADE SEPARATION, 84 FEET (25.6 M) WEST OF THE WEST TRACK, 97
 AI3487'FEET (29.6 M) SOUTH OF THE CENTERLINE OF THE ROAD, AND 1.5 FOOT (0.5
 AI3487'M) NORTH OF A WITNESS POST.  A STANDARD DISK SET IN TOP OF A CONCRETE
 AI3487'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0147 ***********************************************************************
 JB0147  DESIGNATION -  K 85
 JB0147  PID         -  JB0147
 JB0147  STATE/COUNTY-  IL/WHITE
 JB0147  USGS QUAD   -  ENFIELD (1974)
 JB0147
 JB0147                         *CURRENT SURVEY CONTROL
 JB0147  ___________________________________________________________________
 JB0147* NAD 83(1986)-  38 06 41.     (N)    088 21 03.     (W)     SCALED    
 JB0147* NAVD 88     -       128.414  (meters)     421.30   (feet)  ADJUSTED  
 JB0147  ___________________________________________________________________
 JB0147  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JB0147  DYNAMIC HT  -         128.329 (meters)     421.03  (feet)  COMP
 JB0147  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 JB0147
 JB0147  VERT ORDER  -  SECOND    CLASS 0
 JB0147
 JB0147.The horizontal coordinates were scaled from a topographic map and have
 JB0147.an estimated accuracy of +/- 6 seconds.
 JB0147
 JB0147.The orthometric height was determined by differential leveling
 JB0147.and adjusted by the National Geodetic Survey in June 1991..
 JB0147
 JB0147.The geoid height was determined by GEOID03.
 JB0147
 JB0147.The dynamic height is computed by dividing the NAVD 88
 JB0147.geopotential number by the normal gravity value computed on the
 JB0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0147.degrees latitude (g = 980.6199 gals.).
 JB0147
 JB0147.The modeled gravity was interpolated from observed gravity values.
 JB0147
 JB0147;                    North         East    Units  Estimated Accuracy
 JB0147;SPC IL E     -   160,340.      298,470.      MT  (+/- 180 meters Scaled)
 JB0147
 JB0147                          SUPERSEDED SURVEY CONTROL
 JB0147
 JB0147  NGVD 29 (??/??/92)  128.523  (m)          421.66   (f) ADJ UNCH    2 0
 JB0147
 JB0147.Superseded values are not recommended for survey control.
 JB0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0147.See file dsdata.txt to determine how the superseded data were derived.
 JB0147
 JB0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH815190(NAD 83)
 JB0147_MARKER: DB = BENCH MARK DISK
 JB0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0147_STAMPING: K 85 1935
 JB0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0147+STABILITY: SURFACE MOTION
 JB0147
 JB0147  HISTORY     - Date     Condition        Report By
 JB0147  HISTORY     - 1935     MONUMENTED       CGS
 JB0147  HISTORY     - 1974     POOR             USGS
 JB0147
 JB0147                          STATION DESCRIPTION
 JB0147
 JB0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0147'1 MI N FROM ENFIELD.
 JB0147'1.0 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0147'STATION AT ENFIELD, WHITE COUNTY, 14 RAILS NORTH OF MILEPOST S
 JB0147'34, ONE RAIL NORTH OF A ROAD CROSSING, AND 35 FEET WEST OF THE
 JB0147'TRACK.  A STANDARD DISK, STAMPED K 85 1935 AND SET IN THE TOP
 JB0147'OF A CONCRETE POST.  NOTE-- MARK HAS BEEN HIT BY RR EQUIPMENT.
 JB0147
 JB0147                          STATION RECOVERY (1974)
 JB0147
 JB0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0147'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1254 ***********************************************************************
 KA1254  DESIGNATION -  K 86
 KA1254  PID         -  KA1254
 KA1254  STATE/COUNTY-  IL/CLARK
 KA1254  USGS QUAD   -  CASEY (1984)
 KA1254
 KA1254                         *CURRENT SURVEY CONTROL
 KA1254  ___________________________________________________________________
 KA1254* NAD 83(1986)-  39 18 57.     (N)    087 56 19.     (W)     SCALED    
 KA1254* NAVD 88     -       191.798  (meters)     629.26   (feet)  ADJUSTED  
 KA1254  ___________________________________________________________________
 KA1254  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1254  DYNAMIC HT  -         191.687 (meters)     628.89  (feet)  COMP
 KA1254  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 KA1254
 KA1254  VERT ORDER  -  SECOND    CLASS 0
 KA1254
 KA1254.The horizontal coordinates were scaled from a topographic map and have
 KA1254.an estimated accuracy of +/- 6 seconds.
 KA1254
 KA1254.The orthometric height was determined by differential leveling
 KA1254.and adjusted by the National Geodetic Survey in June 1991..
 KA1254
 KA1254.The geoid height was determined by GEOID03.
 KA1254
 KA1254.The dynamic height is computed by dividing the NAVD 88
 KA1254.geopotential number by the normal gravity value computed on the
 KA1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1254.degrees latitude (g = 980.6199 gals.).
 KA1254
 KA1254.The modeled gravity was interpolated from observed gravity values.
 KA1254
 KA1254;                    North         East    Units  Estimated Accuracy
 KA1254;SPC IL E     -   294,120.      334,040.      MT  (+/- 180 meters Scaled)
 KA1254
 KA1254                          SUPERSEDED SURVEY CONTROL
 KA1254
 KA1254  NGVD 29 (??/??/92)  191.865  (m)          629.48   (f) ADJ UNCH    2 0
 KA1254
 KA1254.Superseded values are not recommended for survey control.
 KA1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1254.See file dsdata.txt to determine how the superseded data were derived.
 KA1254
 KA1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ190522(NAD 83)
 KA1254_MARKER: DB = BENCH MARK DISK
 KA1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1254_STAMPING: K 86 1935
 KA1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1254+STABILITY: SURFACE MOTION
 KA1254
 KA1254  HISTORY     - Date     Condition        Report By
 KA1254  HISTORY     - 1935     MONUMENTED       CGS
 KA1254  HISTORY     - 1959     GOOD             NGS
 KA1254
 KA1254                          STATION DESCRIPTION
 KA1254
 KA1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KA1254'3.2 MI SW FROM MARTINSVILLE.
 KA1254'3.2 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1254'STATION AT MARTINSVILLE, AT A PRIVATE ROAD CROSSING, 218 FEET
 KA1254'WEST OF THE CENTER LINE OF THE FARM ROAD, 46 FEET NORTH-NORTHWEST
 KA1254'OF THE NORTH-NORTHWEST RAIL, 38 FEET NORTH-NORTHWEST OF MILE POST
 KA1254'105, 20 FEET WEST OF A TELEPHONE POLE, 2.1 FEET NORTH OF A METAL
 KA1254'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND SET
 KA1254'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0175 ***********************************************************************
 KB0175  DESIGNATION -  K 87
 KB0175  PID         -  KB0175
 KB0175  STATE/COUNTY-  IL/COLES
 KB0175  USGS QUAD   -  MATTOON EAST (1984)
 KB0175
 KB0175                         *CURRENT SURVEY CONTROL
 KB0175  ___________________________________________________________________
 KB0175* NAD 83(1986)-  39 29 02.     (N)    088 22 11.     (W)     SCALED    
 KB0175* NAVD 88     -       223.060  (meters)     731.82   (feet)  ADJUSTED  
 KB0175  ___________________________________________________________________
 KB0175  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0175  DYNAMIC HT  -         222.932 (meters)     731.40  (feet)  COMP
 KB0175  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 KB0175
 KB0175  VERT ORDER  -  SECOND    CLASS 0
 KB0175
 KB0175.The horizontal coordinates were scaled from a topographic map and have
 KB0175.an estimated accuracy of +/- 6 seconds.
 KB0175
 KB0175.The orthometric height was determined by differential leveling
 KB0175.and adjusted by the National Geodetic Survey in June 1991..
 KB0175
 KB0175.The geoid height was determined by GEOID03.
 KB0175
 KB0175.The dynamic height is computed by dividing the NAVD 88
 KB0175.geopotential number by the normal gravity value computed on the
 KB0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0175.degrees latitude (g = 980.6199 gals.).
 KB0175
 KB0175.The modeled gravity was interpolated from observed gravity values.
 KB0175
 KB0175;                    North         East    Units  Estimated Accuracy
 KB0175;SPC IL E     -   312,700.      296,870.      MT  (+/- 180 meters Scaled)
 KB0175
 KB0175                          SUPERSEDED SURVEY CONTROL
 KB0175
 KB0175  NGVD 29 (??/??/92)  223.121  (m)          732.02   (f) ADJ UNCH    2 0
 KB0175
 KB0175.Superseded values are not recommended for survey control.
 KB0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0175.See file dsdata.txt to determine how the superseded data were derived.
 KB0175
 KB0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ822713(NAD 83)
 KB0175_MARKER: DB = BENCH MARK DISK
 KB0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0175_STAMPING: K 87 1935
 KB0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0175+STABILITY: SURFACE MOTION
 KB0175
 KB0175  HISTORY     - Date     Condition        Report By
 KB0175  HISTORY     - 1935     MONUMENTED       CGS
 KB0175  HISTORY     - 1956     GOOD             NGS
 KB0175  HISTORY     - 1973     GOOD             NGS
 KB0175  HISTORY     - 20050225 MARK NOT FOUND   ILDT
 KB0175
 KB0175                          STATION DESCRIPTION
 KB0175
 KB0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0175'AT MATTOON.
 KB0175'AT MATTOON, ABOUT 5 BLOCKS EAST ALONG THE CLEVELAND, CINCINNATI,
 KB0175'CHICAGO AND ST. LOUIS RAILWAY FROM THE STATION, AT CROSSING OF
 KB0175'12TH STREET NORTH-SOUTH, 25 FEET SOUTH OF SOUTH RAIL OF SOUTH
 KB0175'TRACK, 55 FEET EAST OF EAST CURB OF 12TH STREET, 26 FEET EAST OF
 KB0175'EAST EDGE OF A SIDE WALK, 49 FEET EAST OF CROSSING SIGNAL, 2.8
 KB0175'FEET NORTH OF FIRST TELEPHONE POLE EAST OF CROSSING, 63 FEET
 KB0175'WEST-NORTHWEST OF NORTHWEST CORNER OF A CONCRETE BLOCK SHOP
 KB0175'BUILDING, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN
 KB0175'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 KB0175
 KB0175                          STATION RECOVERY (1973)
 KB0175
 KB0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0175'RECOVERED IN GOOD CONDITION.
 KB0175
 KB0175                          STATION RECOVERY (2005)
 KB0175
 KB0175'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0723 ***********************************************************************
 KB0723  DESIGNATION -  K 88
 KB0723  PID         -  KB0723
 KB0723  STATE/COUNTY-  IL/CHRISTIAN
 KB0723  USGS QUAD   -  PANA (1982)
 KB0723
 KB0723                         *CURRENT SURVEY CONTROL
 KB0723  ___________________________________________________________________
 KB0723* NAD 83(1986)-  39 23 25.     (N)    089 04 59.     (W)     SCALED    
 KB0723* NAVD 88     -       213.388  (meters)     700.09   (feet)  ADJUSTED  
 KB0723  ___________________________________________________________________
 KB0723  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0723  DYNAMIC HT  -         213.260 (meters)     699.67  (feet)  COMP
 KB0723  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 KB0723
 KB0723  VERT ORDER  -  SECOND    CLASS 0
 KB0723
 KB0723.The horizontal coordinates were scaled from a topographic map and have
 KB0723.an estimated accuracy of +/- 6 seconds.
 KB0723
 KB0723.The orthometric height was determined by differential leveling
 KB0723.and adjusted by the National Geodetic Survey in June 1991..
 KB0723
 KB0723.The geoid height was determined by GEOID03.
 KB0723
 KB0723.The dynamic height is computed by dividing the NAVD 88
 KB0723.geopotential number by the normal gravity value computed on the
 KB0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0723.degrees latitude (g = 980.6199 gals.).
 KB0723
 KB0723.The modeled gravity was interpolated from observed gravity values.
 KB0723
 KB0723;                    North         East    Units  Estimated Accuracy
 KB0723;SPC IL W     -   302,860.      793,350.      MT  (+/- 180 meters Scaled)
 KB0723
 KB0723                          SUPERSEDED SURVEY CONTROL
 KB0723
 KB0723  NGVD 29 (??/??/92)  213.47   (m)          700.4    (f) COMPUTED    2 0
 KB0723
 KB0723.Superseded values are not recommended for survey control.
 KB0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0723.See file dsdata.txt to determine how the superseded data were derived.
 KB0723
 KB0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ206621(NAD 83)
 KB0723_MARKER: DB = BENCH MARK DISK
 KB0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0723_STAMPING: K 88 1935
 KB0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0723+STABILITY: SURFACE MOTION
 KB0723
 KB0723  HISTORY     - Date     Condition        Report By
 KB0723  HISTORY     - 1935     MONUMENTED       CGS
 KB0723  HISTORY     - 1961     MARK NOT FOUND   NGS
 KB0723
 KB0723                          STATION DESCRIPTION
 KB0723
 KB0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0723'AT PANA.
 KB0723'AT PANA, CHRISTIAN COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 KB0723'AND ST. LOUIS RAILWAY, AT THE CROSSING OF THE ILLINOIS CENTRAL
 KB0723'RAILROAD, 50 FEET WEST OF THE STATION, 34 FEET WEST OF THE
 KB0723'I.C.R.R. TRACK, 20 FEET SOUTH OF THE C.C.C. AND ST. L. RY. TRACK,
 KB0723'12 FEET NORTH OF A SIGNAL BLOCK, AND 7 FEET SOUTH OF THE PASSENGER
 KB0723'PLATFORM.  A STANDARD DISK, STAMPED K 88 1935 AND SET IN THE
 KB0723'TOP OF A CONCRETE POST.
 KB0723
 KB0723                          STATION RECOVERY (1961)
 KB0723
 KB0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KB0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0509 ***********************************************************************
 KB0509  DESIGNATION -  K 89
 KB0509  PID         -  KB0509
 KB0509  STATE/COUNTY-  IL/EFFINGHAM
 KB0509  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0509
 KB0509                         *CURRENT SURVEY CONTROL
 KB0509  ___________________________________________________________________
 KB0509* NAD 83(1986)-  39 07 06.     (N)    088 32 43.     (W)     SCALED    
 KB0509* NAVD 88     -       182.166  (meters)     597.66   (feet)  ADJUSTED  
 KB0509  ___________________________________________________________________
 KB0509  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0509  DYNAMIC HT  -         182.056 (meters)     597.30  (feet)  COMP
 KB0509  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 KB0509
 KB0509  VERT ORDER  -  SECOND    CLASS 0
 KB0509
 KB0509.The horizontal coordinates were scaled from a topographic map and have
 KB0509.an estimated accuracy of +/- 6 seconds.
 KB0509
 KB0509.The orthometric height was determined by differential leveling
 KB0509.and adjusted by the National Geodetic Survey in June 1991..
 KB0509
 KB0509.The geoid height was determined by GEOID03.
 KB0509
 KB0509.The dynamic height is computed by dividing the NAVD 88
 KB0509.geopotential number by the normal gravity value computed on the
 KB0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0509.degrees latitude (g = 980.6199 gals.).
 KB0509
 KB0509.The modeled gravity was interpolated from observed gravity values.
 KB0509
 KB0509;                    North         East    Units  Estimated Accuracy
 KB0509;SPC IL E     -   272,140.      281,670.      MT  (+/- 180 meters Scaled)
 KB0509
 KB0509                          SUPERSEDED SURVEY CONTROL
 KB0509
 KB0509  NGVD 29 (??/??/92)  182.257  (m)          597.95   (f) ADJ UNCH    2 0
 KB0509
 KB0509.Superseded values are not recommended for survey control.
 KB0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0509.See file dsdata.txt to determine how the superseded data were derived.
 KB0509
 KB0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ664310(NAD 83)
 KB0509_MARKER: DB = BENCH MARK DISK
 KB0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0509_STAMPING: K 89 1935
 KB0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0509+STABILITY: SURFACE MOTION
 KB0509
 KB0509  HISTORY     - Date     Condition        Report By
 KB0509  HISTORY     - 1935     MONUMENTED       CGS
 KB0509  HISTORY     - 1959     GOOD             NGS
 KB0509  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0509
 KB0509                          STATION DESCRIPTION
 KB0509
 KB0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KB0509'AT EFFINGHAM.
 KB0509'AT EFFINGHAM, AT CENTRAL PUBLIC SCHOOL, AT THE INTERSECTION
 KB0509'OF FAYETTE AVENUE AND FIFTH STREET, 25 FEET SOUTH OF THE SOUTH
 KB0509'EDGE OF FAYETTE AVENUE SIDEWALK, 8 FEET WEST OF THE WEST EDGE OF
 KB0509'FIFTH STREET SIDEWALK, 25.8 FEET SOUTH-SOUTHWEST OF A FENCE
 KB0509'CORNER, 33 FEET NORTH-NORTHEAST OF A FENCE CORNER, 25 1/2 FEET
 KB0509'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 KB0509'SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND.
 KB0509
 KB0509                          STATION RECOVERY (1982)
 KB0509
 KB0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1398 ***********************************************************************
 JA1398  DESIGNATION -  K 90
 JA1398  PID         -  JA1398
 JA1398  STATE/COUNTY-  IL/CRAWFORD
 JA1398  USGS QUAD   -  OBLONG SOUTH (1977)
 JA1398
 JA1398                         *CURRENT SURVEY CONTROL
 JA1398  ___________________________________________________________________
 JA1398* NAD 83(1986)-  38 59 52.     (N)    087 52 34.     (W)     SCALED    
 JA1398* NAVD 88     -       147.784  (meters)     484.85   (feet)  ADJUSTED  
 JA1398  ___________________________________________________________________
 JA1398  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JA1398  DYNAMIC HT  -         147.697 (meters)     484.57  (feet)  COMP
 JA1398  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 JA1398
 JA1398  VERT ORDER  -  SECOND    CLASS 0
 JA1398
 JA1398.The horizontal coordinates were scaled from a topographic map and have
 JA1398.an estimated accuracy of +/- 6 seconds.
 JA1398
 JA1398.The orthometric height was determined by differential leveling
 JA1398.and adjusted by the National Geodetic Survey in June 1991..
 JA1398
 JA1398.The geoid height was determined by GEOID03.
 JA1398
 JA1398.The dynamic height is computed by dividing the NAVD 88
 JA1398.geopotential number by the normal gravity value computed on the
 JA1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1398.degrees latitude (g = 980.6199 gals.).
 JA1398
 JA1398.The modeled gravity was interpolated from observed gravity values.
 JA1398
 JA1398;                    North         East    Units  Estimated Accuracy
 JA1398;SPC IL E     -   258,830.      339,610.      MT  (+/- 180 meters Scaled)
 JA1398
 JA1398                          SUPERSEDED SURVEY CONTROL
 JA1398
 JA1398  NGVD 29 (??/??/92)  147.908  (m)          485.26   (f) ADJ UNCH    2 0
 JA1398
 JA1398.Superseded values are not recommended for survey control.
 JA1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1398.See file dsdata.txt to determine how the superseded data were derived.
 JA1398
 JA1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ241168(NAD 83)
 JA1398_MARKER: DB = BENCH MARK DISK
 JA1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1398_STAMPING: K 90 1935
 JA1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1398+STABILITY: SURFACE MOTION
 JA1398
 JA1398  HISTORY     - Date     Condition        Report By
 JA1398  HISTORY     - 1935     MONUMENTED       CGS
 JA1398
 JA1398                          STATION DESCRIPTION
 JA1398
 JA1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA1398'1.7 MI E FROM OBLONG.
 JA1398'1.7 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JA1398'STATION AT OBLONG, CRAWFORD COUNTY, 0.2 MILE EAST OF MILEPOST
 JA1398'E 39- I 138, AT A ROAD CROSSING, 11 YARDS SOUTH OF THE CENTERLINE
 JA1398'OF THE TRACK, 8 YARDS EAST OF THE CENTERLINE OF THE OILED ROAD, 2
 JA1398'YARDS SOUTHEAST OF A STONE BLOCK MARKED US, AND 1 YARD NORTH OF
 JA1398'A FENCE CORNER.  A STANDARD DISK, STAMPED K 90 1935 AND SET IN
 JA1398'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0067 ***********************************************************************
 JB0067  DESIGNATION -  K 91
 JB0067  PID         -  JB0067
 JB0067  STATE/COUNTY-  IL/EDWARDS
 JB0067  USGS QUAD   -  WEST SALEM (1971)
 JB0067
 JB0067                         *CURRENT SURVEY CONTROL
 JB0067  ___________________________________________________________________
 JB0067* NAD 83(1986)-  38 31 13.     (N)    088 00 51.     (W)     SCALED    
 JB0067* NAVD 88     -       152.022  (meters)     498.76   (feet)  ADJUSTED  
 JB0067  ___________________________________________________________________
 JB0067  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JB0067  DYNAMIC HT  -         151.926 (meters)     498.44  (feet)  COMP
 JB0067  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JB0067
 JB0067  VERT ORDER  -  SECOND    CLASS 0
 JB0067
 JB0067.The horizontal coordinates were scaled from a topographic map and have
 JB0067.an estimated accuracy of +/- 6 seconds.
 JB0067
 JB0067.The orthometric height was determined by differential leveling
 JB0067.and adjusted by the National Geodetic Survey in June 1991..
 JB0067
 JB0067.The geoid height was determined by GEOID03.
 JB0067
 JB0067.The dynamic height is computed by dividing the NAVD 88
 JB0067.geopotential number by the normal gravity value computed on the
 JB0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0067.degrees latitude (g = 980.6199 gals.).
 JB0067
 JB0067.The modeled gravity was interpolated from observed gravity values.
 JB0067
 JB0067;                    North         East    Units  Estimated Accuracy
 JB0067;SPC IL E     -   205,770.      327,830.      MT  (+/- 180 meters Scaled)
 JB0067
 JB0067                          SUPERSEDED SURVEY CONTROL
 JB0067
 JB0067  NGVD 29 (??/??/92)  152.134  (m)          499.13   (f) ADJ UNCH    2 0
 JB0067
 JB0067.Superseded values are not recommended for survey control.
 JB0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0067.See file dsdata.txt to determine how the superseded data were derived.
 JB0067
 JB0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH115640(NAD 83)
 JB0067_MARKER: DB = BENCH MARK DISK
 JB0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0067_STAMPING: K 91 1935
 JB0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0067+STABILITY: SURFACE MOTION
 JB0067
 JB0067  HISTORY     - Date     Condition        Report By
 JB0067  HISTORY     - 1935     MONUMENTED       CGS
 JB0067  HISTORY     - 1971     MARK NOT FOUND   USGS
 JB0067
 JB0067                          STATION DESCRIPTION
 JB0067
 JB0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0067'AT WEST SALEM.
 JB0067'AT WEST SALEM, EDWARDS COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 JB0067'4 RAILS NORTH OF THE STATION, 15 FEET EAST OF THE TRACK, AND AT
 JB0067'THE NORTHEAST CORNER OF THE STATION PLATFORM.  A STANDARD DISK,
 JB0067'STAMPED K 91 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0067
 JB0067                          STATION RECOVERY (1971)
 JB0067
 JB0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JB0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0708 ***********************************************************************
 KB0708  DESIGNATION -  K 92
 KB0708  PID         -  KB0708
 KB0708  STATE/COUNTY-  IL/CHRISTIAN
 KB0708  USGS QUAD   -  TAYLORVILLE (1982)
 KB0708
 KB0708                         *CURRENT SURVEY CONTROL
 KB0708  ___________________________________________________________________
 KB0708* NAD 83(1986)-  39 32 57.     (N)    089 17 04.     (W)     SCALED    
 KB0708* NAVD 88     -       188.079  (meters)     617.06   (feet)  ADJUSTED  
 KB0708  ___________________________________________________________________
 KB0708  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB0708  DYNAMIC HT  -         187.972 (meters)     616.70  (feet)  COMP
 KB0708  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 KB0708
 KB0708  VERT ORDER  -  SECOND    CLASS 0
 KB0708
 KB0708.The horizontal coordinates were scaled from a topographic map and have
 KB0708.an estimated accuracy of +/- 6 seconds.
 KB0708
 KB0708.The orthometric height was determined by differential leveling
 KB0708.and adjusted by the National Geodetic Survey in June 1991..
 KB0708
 KB0708.The geoid height was determined by GEOID03.
 KB0708
 KB0708.The dynamic height is computed by dividing the NAVD 88
 KB0708.geopotential number by the normal gravity value computed on the
 KB0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0708.degrees latitude (g = 980.6199 gals.).
 KB0708
 KB0708.The modeled gravity was interpolated from observed gravity values.
 KB0708
 KB0708;                    North         East    Units  Estimated Accuracy
 KB0708;SPC IL W     -   320,310.      775,830.      MT  (+/- 180 meters Scaled)
 KB0708
 KB0708                          SUPERSEDED SURVEY CONTROL
 KB0708
 KB0708  NGVD 29 (??/??/92)  188.173  (m)          617.36   (f) ADJ UNCH    2 0
 KB0708
 KB0708.Superseded values are not recommended for survey control.
 KB0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0708.See file dsdata.txt to determine how the superseded data were derived.
 KB0708
 KB0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ037802(NAD 83)
 KB0708_MARKER: DB = BENCH MARK DISK
 KB0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0708_STAMPING: K 92 1935
 KB0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0708+STABILITY: SURFACE MOTION
 KB0708
 KB0708  HISTORY     - Date     Condition        Report By
 KB0708  HISTORY     - 1935     MONUMENTED       CGS
 KB0708  HISTORY     - 1977     MARK NOT FOUND   USGS
 KB0708
 KB0708                          STATION DESCRIPTION
 KB0708
 KB0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0708'AT TAYLORVILLE.
 KB0708'AT TAYLORVILLE, CHRISTIAN COUNTY, ON THE BALTIMORE AND OHIO
 KB0708'RAILROAD, 0.4 MILE EAST OF THE STATION, AT POLE 155/09, AT THE
 KB0708'EAST EDGE OF TOWN, 18 YARDS EAST OF THE CROSSING OF THE WABASH
 KB0708'RAILROAD, 6 YARDS NORTH OF THE CENTERLINE OF THE TRACK, AND 2
 KB0708'YARDS WEST OF A POLE.  A STANDARD DISK, STAMPED K 92 1935 AND SET
 KB0708'IN THE TOP OF A CONCRETE POST.
 KB0708
 KB0708                          STATION RECOVERY (1977)
 KB0708
 KB0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0731 ***********************************************************************
 KB0731  DESIGNATION -  K 93
 KB0731  PID         -  KB0731
 KB0731  STATE/COUNTY-  IL/MONTGOMERY
 KB0731  USGS QUAD   -  NOKOMIS (1980)
 KB0731
 KB0731                         *CURRENT SURVEY CONTROL
 KB0731  ___________________________________________________________________
 KB0731* NAD 83(1986)-  39 16 13.     (N)    089 19 50.     (W)     SCALED    
 KB0731* NAVD 88     -       201.978  (meters)     662.66   (feet)  ADJUSTED  
 KB0731  ___________________________________________________________________
 KB0731  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KB0731  DYNAMIC HT  -         201.861 (meters)     662.27  (feet)  COMP
 KB0731  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 KB0731
 KB0731  VERT ORDER  -  SECOND    CLASS 0
 KB0731
 KB0731.The horizontal coordinates were scaled from a topographic map and have
 KB0731.an estimated accuracy of +/- 6 seconds.
 KB0731
 KB0731.The orthometric height was determined by differential leveling
 KB0731.and adjusted by the National Geodetic Survey in June 1991..
 KB0731
 KB0731.The geoid height was determined by GEOID03.
 KB0731
 KB0731.The dynamic height is computed by dividing the NAVD 88
 KB0731.geopotential number by the normal gravity value computed on the
 KB0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0731.degrees latitude (g = 980.6199 gals.).
 KB0731
 KB0731.The modeled gravity was interpolated from observed gravity values.
 KB0731
 KB0731;                    North         East    Units  Estimated Accuracy
 KB0731;SPC IL W     -   289,310.      772,150.      MT  (+/- 180 meters Scaled)
 KB0731
 KB0731                          SUPERSEDED SURVEY CONTROL
 KB0731
 KB0731  NGVD 29 (??/??/92)  202.086  (m)          663.01   (f) ADJ UNCH    2 0
 KB0731
 KB0731.Superseded values are not recommended for survey control.
 KB0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0731.See file dsdata.txt to determine how the superseded data were derived.
 KB0731
 KB0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ989493(NAD 83)
 KB0731_MARKER: DB = BENCH MARK DISK
 KB0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0731_STAMPING: K 93 1935
 KB0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0731+STABILITY: SURFACE MOTION
 KB0731
 KB0731  HISTORY     - Date     Condition        Report By
 KB0731  HISTORY     - 1935     MONUMENTED       CGS
 KB0731  HISTORY     - 1977     MARK NOT FOUND   USGS
 KB0731
 KB0731                          STATION DESCRIPTION
 KB0731
 KB0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0731'3.1 MI SW FROM NOKOMIS.
 KB0731'3.1 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND
 KB0731'ST. LOUIS RAILWAY FROM THE STATION AT NOKOMIS, MONTGOMERY COUNTY,
 KB0731'110 FEET EAST OF MILEPOST 183, 30 FEET SOUTHEAST OF THE TRACK,
 KB0731'AND 50 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 16.  A
 KB0731'STANDARD DISK, STAMPED K 93 1935 AND SET IN THE TOP OF A CONCRETE
 KB0731'POST.  NOTE-- STADIA DISTANCE INDICATES THAT THIS MARK IS ABOUT
 KB0731'1000 FEET SOUTHWEST OF MILEPOST 183 INSTEAD OF 110 FEET EAST
 KB0731'AS GIVEN ABOVE.
 KB0731
 KB0731                          STATION RECOVERY (1977)
 KB0731
 KB0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1016 ***********************************************************************
 JB1016  DESIGNATION -  K 9=493
 JB1016  PID         -  JB1016
 JB1016  STATE/COUNTY-  IL/MARION
 JB1016  USGS QUAD   -  CENTRALIA WEST (1981)
 JB1016
 JB1016                         *CURRENT SURVEY CONTROL
 JB1016  ___________________________________________________________________
 JB1016* NAD 83(1986)-  38 31 33.     (N)    089 07 59.     (W)     SCALED    
 JB1016* NAVD 88     -       149.883  (meters)     491.74   (feet)  ADJUSTED  
 JB1016  ___________________________________________________________________
 JB1016  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB1016  DYNAMIC HT  -         149.787 (meters)     491.43  (feet)  COMP
 JB1016  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JB1016
 JB1016  VERT ORDER  -  FIRST     CLASS II
 JB1016
 JB1016.The horizontal coordinates were scaled from a topographic map and have
 JB1016.an estimated accuracy of +/- 6 seconds.
 JB1016
 JB1016.The orthometric height was determined by differential leveling
 JB1016.and adjusted by the National Geodetic Survey in June 1991..
 JB1016
 JB1016.The geoid height was determined by GEOID03.
 JB1016
 JB1016.The dynamic height is computed by dividing the NAVD 88
 JB1016.geopotential number by the normal gravity value computed on the
 JB1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1016.degrees latitude (g = 980.6199 gals.).
 JB1016
 JB1016.The modeled gravity was interpolated from observed gravity values.
 JB1016
 JB1016;                    North         East    Units  Estimated Accuracy
 JB1016;SPC IL E     -   206,650.      230,260.      MT  (+/- 180 meters Scaled)
 JB1016
 JB1016                          SUPERSEDED SURVEY CONTROL
 JB1016
 JB1016  NGVD 29 (??/??/92)  150.01   (m)          492.2    (f) COMPUTED    1 2
 JB1016
 JB1016.Superseded values are not recommended for survey control.
 JB1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1016.See file dsdata.txt to determine how the superseded data were derived.
 JB1016
 JB1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH140663(NAD 83)
 JB1016_MARKER: DD = SURVEY DISK
 JB1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1016_SP_SET: BUILDING
 JB1016_STAMPING: 493 1912
 JB1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1016
 JB1016  HISTORY     - Date     Condition        Report By
 JB1016  HISTORY     - 1912     MONUMENTED       USGS
 JB1016  HISTORY     - 1954     GOOD             NGS
 JB1016  HISTORY     - 1969     MARK NOT FOUND   NGS
 JB1016
 JB1016                          STATION DESCRIPTION
 JB1016
 JB1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JB1016'AT CENTRALIA.
 JB1016'AT CENTRALIA, AT THE INTERSECTION OF SECOND STREET AND POPLAR
 JB1016'STREET, 32 1/2 FEET SOUTH OF SOUTH CURB OF SECOND STREET, 21
 JB1016'FEET WEST OF WEST CURB OF POPLAR STREET, ON THE EAST SIDE OF THE
 JB1016'POST OFFICE BUILDING, IN THE TOP AND 1.7 FEET SOUTH OF THE NORTH
 JB1016'END OF THE GRANITE WINDOW SILL OF NORTH BASEMENT WINDOW ON EAST
 JB1016'SIDE OF POST OFFICE AND ABOUT 1/2 FOOT ABOVE GROUND.
 JB1016
 JB1016                          STATION RECOVERY (1969)
 JB1016
 JB1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JB1016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0039 ***********************************************************************
 JC0039  DESIGNATION -  K 95
 JC0039  PID         -  JC0039
 JC0039  STATE/COUNTY-  IL/ST CLAIR
 JC0039  USGS QUAD   -  GRANITE CITY (1998)
 JC0039
 JC0039                         *CURRENT SURVEY CONTROL
 JC0039  ___________________________________________________________________
 JC0039* NAD 83(1986)-  38 37 44.     (N)    090 09 43.     (W)     SCALED    
 JC0039* NAVD 88     -       127.333  (meters)     417.76   (feet)  ADJUSTED  
 JC0039  ___________________________________________________________________
 JC0039  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JC0039  DYNAMIC HT  -         127.252 (meters)     417.49  (feet)  COMP
 JC0039  MODELED GRAV-     979,992.3   (mgal)                       NAVD 88
 JC0039
 JC0039  VERT ORDER  -  FIRST     CLASS II
 JC0039
 JC0039.The horizontal coordinates were scaled from a topographic map and have
 JC0039.an estimated accuracy of +/- 6 seconds.
 JC0039
 JC0039.The orthometric height was determined by differential leveling
 JC0039.and adjusted by the National Geodetic Survey in June 1991..
 JC0039
 JC0039.The geoid height was determined by GEOID03.
 JC0039
 JC0039.The dynamic height is computed by dividing the NAVD 88
 JC0039.geopotential number by the normal gravity value computed on the
 JC0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0039.degrees latitude (g = 980.6199 gals.).
 JC0039
 JC0039.The modeled gravity was interpolated from observed gravity values.
 JC0039
 JC0039;                    North         East    Units  Estimated Accuracy
 JC0039;SPC IL W     -   217,770.      700,410.      MT  (+/- 180 meters Scaled)
 JC0039
 JC0039                          SUPERSEDED SURVEY CONTROL
 JC0039
 JC0039  NGVD 29 (??/??/92)  127.30   (m)          417.7    (f) COMPUTED    1 2
 JC0039
 JC0039.Superseded values are not recommended for survey control.
 JC0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0039.See file dsdata.txt to determine how the superseded data were derived.
 JC0039
 JC0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC470794(NAD 83)
 JC0039_MARKER: DB = BENCH MARK DISK
 JC0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0039_STAMPING: K 95 1935
 JC0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0039+STABILITY: SURFACE MOTION
 JC0039
 JC0039  HISTORY     - Date     Condition        Report By
 JC0039  HISTORY     - 1935     MONUMENTED       CGS
 JC0039  HISTORY     - 1949     GOOD             NGS
 JC0039  HISTORY     - 1969     MARK NOT FOUND   NGS
 JC0039
 JC0039                          STATION DESCRIPTION
 JC0039
 JC0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JC0039'AT EAST ST LOUIS.
 JC0039'AT EAST ST. LOUIS, AT THE JUNCTION OF MISSOURI AVE. AND WATER
 JC0039'STREET ON THE WEST SIDE OF ALL RAILROAD TRACKS, 35 FEET NORTHEAST
 JC0039'OF THE CENTER LINE OF JUNCTION, 31 FEET NORTH OF CENTER LINE
 JC0039'OF MISSOURI AVE., 16.7 FEET WEST OF THE WEST RAIL OF EXTREME
 JC0039'WEST TRACK, 14 FEET SOUTH OF A WATER HYDRANT, 12 FEET EAST OF
 JC0039'THE CENTER LINE OF WATER STREET, 3 FEET NORTH OF POWER LINE
 JC0039'POLE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, 0.5 FOOT
 JC0039'BELOW THE LEVEL OF THE TRACKS AND SET IN THE TOP OF A CONCRETE
 JC0039'POST PROJECTING 1 INCH.
 JC0039
 JC0039                          STATION RECOVERY (1969)
 JC0039
 JC0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JC0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0852 ***********************************************************************
 KB0852  DESIGNATION -  K 96
 KB0852  PID         -  KB0852
 KB0852  STATE/COUNTY-  IL/MACOUPIN
 KB0852  USGS QUAD   -  ATWATER (1979)
 KB0852
 KB0852                         *CURRENT SURVEY CONTROL
 KB0852  ___________________________________________________________________
 KB0852* NAD 83(1986)-  39 16 56.     (N)    089 42 08.     (W)     SCALED    
 KB0852* NAVD 88     -       198.307  (meters)     650.61   (feet)  ADJUSTED  
 KB0852  ___________________________________________________________________
 KB0852  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KB0852  DYNAMIC HT  -         198.193 (meters)     650.24  (feet)  COMP
 KB0852  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 KB0852
 KB0852  VERT ORDER  -  SECOND    CLASS 0
 KB0852
 KB0852.The horizontal coordinates were scaled from a topographic map and have
 KB0852.an estimated accuracy of +/- 6 seconds.
 KB0852
 KB0852.The orthometric height was determined by differential leveling
 KB0852.and adjusted by the National Geodetic Survey in June 1991..
 KB0852
 KB0852.The geoid height was determined by GEOID03.
 KB0852
 KB0852.The dynamic height is computed by dividing the NAVD 88
 KB0852.geopotential number by the normal gravity value computed on the
 KB0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0852.degrees latitude (g = 980.6199 gals.).
 KB0852
 KB0852.The modeled gravity was interpolated from observed gravity values.
 KB0852
 KB0852;                    North         East    Units  Estimated Accuracy
 KB0852;SPC IL W     -   290,400.      740,070.      MT  (+/- 180 meters Scaled)
 KB0852
 KB0852                          SUPERSEDED SURVEY CONTROL
 KB0852
 KB0852  NGVD 29 (??/??/92)  198.439  (m)          651.05   (f) ADJ UNCH    2 0
 KB0852
 KB0852.Superseded values are not recommended for survey control.
 KB0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0852.See file dsdata.txt to determine how the superseded data were derived.
 KB0852
 KB0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ669515(NAD 83)
 KB0852_MARKER: DB = BENCH MARK DISK
 KB0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0852_STAMPING: K 96 1935
 KB0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0852+STABILITY: SURFACE MOTION
 KB0852
 KB0852  HISTORY     - Date     Condition        Report By
 KB0852  HISTORY     - 1935     MONUMENTED       CGS
 KB0852
 KB0852                          STATION DESCRIPTION
 KB0852
 KB0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0852'1.2 MI NW FROM BARNETT.
 KB0852'IN MACOUPIN COUNTY, 1.2 MILES NORTHWEST ALONG THE CHICAGO,
 KB0852'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT BARNETT,
 KB0852'MONTGOMERY COUNTY, 0.2 MILE NORTHWEST OF THE CROSSING OF STATE
 KB0852'HIGHWAY 108, 5 YARDS EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 KB0852'DIRT ROAD, AND MIDWAY BETWEEN A CROSSING-WARNING SIGN AND A
 KB0852'COUNTY-LINE MARKER.  A STANDARD DISK, STAMPED K 96 1935 AND SET
 KB0852'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0333 ***********************************************************************
 JC0333  DESIGNATION -  K 97
 JC0333  PID         -  JC0333
 JC0333  STATE/COUNTY-  IL/RANDOLPH
 JC0333  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC0333
 JC0333                         *CURRENT SURVEY CONTROL
 JC0333  ___________________________________________________________________
 JC0333* NAD 83(1986)-  38 02 35.     (N)    090 02 50.     (W)     SCALED    
 JC0333* NAVD 88     -       117.666  (meters)     386.04   (feet)  ADJUSTED  
 JC0333  ___________________________________________________________________
 JC0333  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 JC0333  DYNAMIC HT  -         117.586 (meters)     385.78  (feet)  COMP
 JC0333  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 JC0333
 JC0333  VERT ORDER  -  SECOND    CLASS 0
 JC0333
 JC0333.The horizontal coordinates were scaled from a topographic map and have
 JC0333.an estimated accuracy of +/- 6 seconds.
 JC0333
 JC0333.The orthometric height was determined by differential leveling
 JC0333.and adjusted by the National Geodetic Survey in June 1991..
 JC0333
 JC0333.The geoid height was determined by GEOID03.
 JC0333
 JC0333.The dynamic height is computed by dividing the NAVD 88
 JC0333.geopotential number by the normal gravity value computed on the
 JC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0333.degrees latitude (g = 980.6199 gals.).
 JC0333
 JC0333.The modeled gravity was interpolated from observed gravity values.
 JC0333
 JC0333;                    North         East    Units  Estimated Accuracy
 JC0333;SPC IL W     -   152,760.      710,480.      MT  (+/- 180 meters Scaled)
 JC0333
 JC0333                          SUPERSEDED SURVEY CONTROL
 JC0333
 JC0333  NGVD 29 (??/??/92)  117.777  (m)          386.41   (f) ADJ UNCH    2 0
 JC0333
 JC0333.Superseded values are not recommended for survey control.
 JC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0333.See file dsdata.txt to determine how the superseded data were derived.
 JC0333
 JC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC591147(NAD 83)
 JC0333_MARKER: DB = BENCH MARK DISK
 JC0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0333_STAMPING: K 97 1935
 JC0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0333+STABILITY: SURFACE MOTION
 JC0333
 JC0333  HISTORY     - Date     Condition        Report By
 JC0333  HISTORY     - 1935     MONUMENTED       CGS
 JC0333  HISTORY     - 1968     MARK NOT FOUND   USGS
 JC0333
 JC0333                          STATION DESCRIPTION
 JC0333
 JC0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0333'AT MODOC.
 JC0333'AT MODOC, RANDOLPH COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 600
 JC0333'FEET NORTH OF THE STATION, AT POLE 45/23, AND 25 FEET WEST OF
 JC0333'THE CENTERLINE OF THE WEST MAIN TRACK, A STANDARD DISK, STAMPED
 JC0333'K 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JC0333
 JC0333                          STATION RECOVERY (1968)
 JC0333
 JC0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JC0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1238 ***********************************************************************
 JB1238  DESIGNATION -  K 99
 JB1238  PID         -  JB1238
 JB1238  STATE/COUNTY-  IL/PERRY
 JB1238  USGS QUAD   -  COULTERVILLE (1982)
 JB1238
 JB1238                         *CURRENT SURVEY CONTROL
 JB1238  ___________________________________________________________________
 JB1238* NAD 83(1986)-  38 10 48.     (N)    089 34 23.     (W)     SCALED    
 JB1238* NAVD 88     -       158.063  (meters)     518.58   (feet)  ADJUSTED  
 JB1238  ___________________________________________________________________
 JB1238  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JB1238  DYNAMIC HT  -         157.959 (meters)     518.24  (feet)  COMP
 JB1238  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 JB1238
 JB1238  VERT ORDER  -  SECOND    CLASS 0
 JB1238
 JB1238.The horizontal coordinates were scaled from a topographic map and have
 JB1238.an estimated accuracy of +/- 6 seconds.
 JB1238
 JB1238.The orthometric height was determined by differential leveling
 JB1238.and adjusted by the National Geodetic Survey in June 1991..
 JB1238
 JB1238.The geoid height was determined by GEOID03.
 JB1238
 JB1238.The dynamic height is computed by dividing the NAVD 88
 JB1238.geopotential number by the normal gravity value computed on the
 JB1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1238.degrees latitude (g = 980.6199 gals.).
 JB1238
 JB1238.The modeled gravity was interpolated from observed gravity values.
 JB1238
 JB1238;                    North         East    Units  Estimated Accuracy
 JB1238;SPC IL W     -   168,120.      752,010.      MT  (+/- 180 meters Scaled)
 JB1238
 JB1238                          SUPERSEDED SURVEY CONTROL
 JB1238
 JB1238  NGVD 29 (??/??/92)  158.169  (m)          518.93   (f) ADJ UNCH    2 0
 JB1238
 JB1238.Superseded values are not recommended for survey control.
 JB1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1238.See file dsdata.txt to determine how the superseded data were derived.
 JB1238
 JB1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH746289(NAD 83)
 JB1238_MARKER: DB = BENCH MARK DISK
 JB1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1238_STAMPING: K 99 1935
 JB1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1238+STABILITY: SURFACE MOTION
 JB1238
 JB1238  HISTORY     - Date     Condition        Report By
 JB1238  HISTORY     - 1935     MONUMENTED       CGS
 JB1238  HISTORY     - 1962     MARK NOT FOUND   USGS
 JB1238
 JB1238                          STATION DESCRIPTION
 JB1238
 JB1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1238'1.8 MI SE FROM COULTERVILLE.
 JB1238'1.8 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1238'STATION AT COULTERVILLE, RANDOLPH COUNTY, 0.3 MILE SOUTHEAST
 JB1238'OF MILEPOST E 48, 38 FEET NORTHWEST OF A ROAD CROSSING, AND 40
 JB1238'FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST MAIN TRACK.
 JB1238'A STANDARD DISK, STAMPED K 99 1935 AND SET IN THE TOP OF A
 JB1238'CONCRETE POST.
 JB1238
 JB1238                          STATION RECOVERY (1962)
 JB1238
 JB1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JB1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1786 ***********************************************************************
 MF1786  DESIGNATION -  KALBPORT
 MF1786  PID         -  MF1786
 MF1786  STATE/COUNTY-  IL/DE KALB
 MF1786  USGS QUAD   -  SYCAMORE (1975)
 MF1786
 MF1786                         *CURRENT SURVEY CONTROL
 MF1786  ___________________________________________________________________
 MF1786* NAD 83(1997)-  41 55 48.83687(N)    088 43 00.85703(W)     ADJUSTED  
 MF1786* NAVD 88     -       276.7    (meters)     908.     (feet)  GPS OBS   
 MF1786  ___________________________________________________________________
 MF1786  X           -     106,416.626 (meters)                     COMP
 MF1786  Y           -  -4,751,170.408 (meters)                     COMP
 MF1786  Z           -   4,240,004.690 (meters)                     COMP
 MF1786  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 MF1786  ELLIP HEIGHT-         243.68  (meters)          (12/06/04) GPS OBS
 MF1786  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1786
 MF1786  HORZ ORDER  -  FIRST
 MF1786  ELLP ORDER  -  FOURTH    CLASS I
 MF1786
 MF1786.This mark is at Dekalb Taylor Municipal Airport (DKB)
 MF1786
 MF1786.The horizontal coordinates were established by GPS observations
 MF1786.and adjusted by the National Geodetic Survey in September 1998..
 MF1786
 MF1786.The orthometric height was determined by GPS observations and a
 MF1786.high-resolution geoid model.
 MF1786
 MF1786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1786
 MF1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1786
 MF1786.The ellipsoidal height was determined by GPS observations
 MF1786.and is referenced to NAD 83.
 MF1786
 MF1786.The geoid height was determined by GEOID03.
 MF1786
 MF1786;                    North         East     Units Scale Factor Converg.
 MF1786;SPC IL E     -   584,424.699   268,186.897   MT  0.99998745   -0 15 22.7
 MF1786;SPC IL E     - 1,917,400.03    879,876.51   sFT  0.99998745   -0 15 22.7
 MF1786;UTM  16      - 4,643,455.457   357,652.502   MT  0.99984934   -1 08 50.9
 MF1786
 MF1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1786!SPC IL E     -   0.99996178  x   0.99998745  =   0.99994923
 MF1786!UTM  16      -   0.99996178  x   0.99984934  =   0.99981113
 MF1786
 MF1786:                Primary Azimuth Mark                     Grid Az
 MF1786:SPC IL E     -  KALBPORT AZ MK                           268 31 06.2
 MF1786:UTM  16      -  KALBPORT AZ MK                           269 24 34.4
 MF1786
 MF1786|---------------------------------------------------------------------|
 MF1786| PID    Reference Object                     Distance      Geod. Az  |
 MF1786|                                                           dddmmss.s |
 MF1786| MF1787 KALBPORT AZ MK                      472.042 METERS 2681543.5 |
 MF1786|---------------------------------------------------------------------|
 MF1786
 MF1786                          SUPERSEDED SURVEY CONTROL
 MF1786
 MF1786  ELLIP H (09/15/98)  243.73   (m)                       GP(       ) 3 1
 MF1786  ELLIP H (11/21/91)  243.63   (m)                       GP(       ) 4 1
 MF1786  NAD 83(1986)-  41 55 48.83655(N)    088 43 00.86864(W) AD(       ) 1
 MF1786  NGVD 29 (06/25/91)  276.9    (m)          908.     (f) GPS OBS        
 MF1786
 MF1786.Superseded values are not recommended for survey control.
 MF1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1786.See file dsdata.txt to determine how the superseded data were derived.
 MF1786
 MF1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5765343455(NAD 83)
 MF1786_MARKER: I = METAL ROD
 MF1786_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1786_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1786_STAMPING: KALBPORT 1990
 MF1786_MARK LOGO: NGS   
 MF1786_PROJECTION: FLUSH
 MF1786_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MF1786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1786+STABILITY: POSITION/ELEVATION WELL
 MF1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1786+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MF1786_ROD/PIPE-DEPTH: 11.0 meters
 MF1786_SLEEVE-DEPTH  : 1.0 meters
 MF1786
 MF1786  HISTORY     - Date     Condition        Report By
 MF1786  HISTORY     - 1990     MONUMENTED       NGS
 MF1786  HISTORY     - 19960807 GOOD             SECI
 MF1786  HISTORY     - 19961104 GOOD             USPSQD
 MF1786
 MF1786                          STATION DESCRIPTION
 MF1786
 MF1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1786'STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST OF DE KALB, AT THE DE
 MF1786'KALB MUNICIPAL AIRPORT, AT A TURN-AROUND PART WAY ALONG THE RUNWAY,
 MF1786'NEAR THE EAST EDGE OF SECTION 24, T 40 N, R 4 E.  OWNERSHIP--CITY OF
 MF1786'DE KALB, CITY HALL, DE KALB, IL 60115.  AIRPORT MANAGER IS RODMAN
 MF1786'CAREY, PHONE 815-756-7525.
 MF1786'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 26 (FOURTH STREET)
 MF1786'AND A RAILROAD CROSSING IN DE KALB, GO SOUTHEAST ON HIGHWAY 38 FOR
 MF1786'2.37 KM (1.47 MI) TO A PAVED CROSSROAD.  TURN LEFT, NORTH, ON PEACE
 MF1786'ROAD FOR 1.20 KM (0.75 MI) TO A CROSSROAD.  TURN RIGHT, EAST, ON
 MF1786'PLEASANT STREET FOR ABOUT 30 M (98.4 FT) TO THE AIRPORT ENTRANCE ON
 MF1786'THE RIGHT.  TURN RIGHT, SOUTH, ON PAVED ROAD FOR 0.12 KM (0.07 MI) TO
 MF1786'ROAD END AT HANGAR ON THE LEFT.  CONTINUE SOUTH ON APRON AND RAMP FOR
 MF1786'0.19 KM (0.12 MI) TO THE TAXI/RUNWAY.  TURN LEFT, EAST, ON TRACK ROAD
 MF1786'ON NORTH SIDE OF TAXI/RUNWAY FOR 0.14 KM (0.09 MI) TO A RAMP LEADING
 MF1786'NORTH.  CONTINUE EAST ALONGSIDE RUNWAY FOR 0.47 KM (0.29 MI) TO THE
 MF1786'STATION ON THE LEFT JUST BEFORE REACHING THE ASPHALT TURN-AROUND.
 MF1786'THE STATION IS LOCATED 38.0 M (124.7 FT) NORTH FROM THE CENTER OF THE
 MF1786'RUNWAY, 30.9 M (101.4 FT) NORTHEAST FROM THE FIRST RUNWAY LIGHT WEST
 MF1786'OF THE TURN-AROUND, AND 4.6 M (15.1 FT) WEST FROM THE NORTHWEST
 MF1786'CORNER OF AND IN LINE WITH THE NORTH EDGE OF THE TURN-AROUND.
 MF1786'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1786
 MF1786                          STATION RECOVERY (1996)
 MF1786
 MF1786'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1786'RECOVERED AS DESCRIBED.
 MF1786
 MF1786                          STATION RECOVERY (1996)
 MF1786
 MF1786'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1787 ***********************************************************************
 MF1787  DESIGNATION -  KALBPORT AZ MK
 MF1787  PID         -  MF1787
 MF1787  STATE/COUNTY-  IL/DE KALB
 MF1787  USGS QUAD   -  SYCAMORE (1975)
 MF1787
 MF1787                         *CURRENT SURVEY CONTROL
 MF1787  ___________________________________________________________________
 MF1787* NAD 83(1997)-  41 55 48.37236(N)    088 43 21.33620(W)     ADJUSTED  
 MF1787* NAVD 88     -       275.6    (meters)     904.     (feet)  VERTCON   
 MF1787  ___________________________________________________________________
 MF1787  X           -     105,945.095 (meters)                     COMP
 MF1787  Y           -  -4,751,189.580 (meters)                     COMP
 MF1787  Z           -   4,239,993.178 (meters)                     COMP
 MF1787  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 MF1787  ELLIP HEIGHT-         242.41  (meters)          (10/21/99) GPS OBS
 MF1787  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1787
 MF1787  HORZ ORDER  -  FIRST
 MF1787  ELLP ORDER  -  FOURTH    CLASS I
 MF1787
 MF1787.This mark is at Dekalb Taylor Municipal Airport (DKB)
 MF1787
 MF1787.The horizontal coordinates were established by GPS observations
 MF1787.and adjusted by the National Geodetic Survey in October 1999..
 MF1787
 MF1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1787
 MF1787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1787
 MF1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1787
 MF1787.The ellipsoidal height was determined by GPS observations
 MF1787.and is referenced to NAD 83.
 MF1787
 MF1787.The geoid height was determined by GEOID03.
 MF1787
 MF1787;                    North         East     Units Scale Factor Converg.
 MF1787;SPC IL E     -   584,412.494   267,715.019   MT  0.99998782   -0 15 36.4
 MF1787;SPC IL E     - 1,917,359.99    878,328.36   sFT  0.99998782   -0 15 36.4
 MF1787;UTM  16      - 4,643,450.594   357,180.555   MT  0.99985099   -1 09 04.6
 MF1787
 MF1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1787!SPC IL E     -   0.99996198  x   0.99998782  =   0.99994980
 MF1787!UTM  16      -   0.99996198  x   0.99985099  =   0.99981298
 MF1787
 MF1787:                Primary Azimuth Mark                     Grid Az
 MF1787:SPC IL E     -  KALBPORT                                 088 31 06.2
 MF1787:UTM  16      -  KALBPORT                                 089 24 34.4
 MF1787
 MF1787|---------------------------------------------------------------------|
 MF1787| PID    Reference Object                     Distance      Geod. Az  |
 MF1787|                                                           dddmmss.s |
 MF1787| MF1786 KALBPORT                            472.042 METERS 0881529.8 |
 MF1787|---------------------------------------------------------------------|
 MF1787
 MF1787                          SUPERSEDED SURVEY CONTROL
 MF1787
 MF1787  NAD 83(1986)-  41 55 48.37204(N)    088 43 21.34781(W) AD(       ) 1
 MF1787  NGVD 29 (06/25/91)  275.6    (m)          904.     (f) GPS OBS        
 MF1787
 MF1787.Superseded values are not recommended for survey control.
 MF1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1787.See file dsdata.txt to determine how the superseded data were derived.
 MF1787
 MF1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5718143451(NAD 83)
 MF1787_MARKER: I = METAL ROD
 MF1787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1787_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1787_STAMPING: KALBPORT AZ MK 1990
 MF1787_MARK LOGO: NGS   
 MF1787_PROJECTION: FLUSH
 MF1787_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MF1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1787+STABILITY: POSITION/ELEVATION WELL
 MF1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1787+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 MF1787_ROD/PIPE-DEPTH: 8.2  meters
 MF1787_SLEEVE-DEPTH  : 1.0 meters
 MF1787
 MF1787  HISTORY     - Date     Condition        Report By
 MF1787  HISTORY     - 1990     MONUMENTED       NGS
 MF1787  HISTORY     - 19960807 GOOD             SECI
 MF1787  HISTORY     - 19961104 GOOD             USPSQD
 MF1787  HISTORY     - 20060721 GOOD             AEROTE
 MF1787
 MF1787                          STATION DESCRIPTION
 MF1787
 MF1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1787'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) EAST OF DE KALB, AT THE DE
 MF1787'KALB MUNICIPAL AIRPORT, 0.14 KM (0.09 MI) EAST OF THE WEST END OF THE
 MF1787'RUNWAY, AT THE JUNCTION OF THE RUNWAY AND A RAMP LEADING TO A LARGE
 MF1787'METAL HANGAR, IN CENTRAL SECTION 24, T 40 N, R 4 E.  OWNERSHIP--CITY
 MF1787'OF DE KALB, CITY HALL, DE KALB, IL 60115. AIRPORT MANAGER IS RODMAN
 MF1787'CAREY, PHONE 815-756-7525.
 MF1787'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 38 AND 26 (FOURTH STREET)
 MF1787'AND A RAILROAD CROSSING IN DE KALB, GO SOUTHEAST ON HIGHWAY 38 FOR
 MF1787'2.37 KM (1.47 MI) TO A PAVED CROSSROAD.  TURN LEFT, NORTH, ON PEACE
 MF1787'ROAD FOR 1.20 KM (0.75 MI) TO A CROSSROAD.  TURN RIGHT, EAST, ON
 MF1787'PLEASANT STREET FOR ABOUT 30 M (98.4 FT) TO THE AIRPORT ENTRANCE ON
 MF1787'THE RIGHT.  TURN RIGHT, SOUTH, ON PAVED ROAD FOR 0.12 KM (0.07 MI) TO
 MF1787'ROAD END AT HANGAR ON THE LEFT.  CONTINUE SOUTH ON APRON AND RAMP FOR
 MF1787'0.19 KM (0.12 MI) TO THE TAXI/RUNWAY.  TURN LEFT, EAST, ON TRACK ROAD
 MF1787'ON NORTH SIDE OF TAXI/RUNWAY FOR 0.14 KM (0.09 MI) TO A RAMP LEADING
 MF1787'NORTH AND THE STATION ON THE LEFT JUST AFTER CROSSING THE RAMP.
 MF1787'THE STATION IS LOCATED 41.3 M (135.5 FT) SOUTHWEST FROM THE SOUTHWEST
 MF1787'CORNER OF A CONCRETE HEAD WALL FOR A CULVERT UNDER THE RUNWAY, 24.8 M
 MF1787'(81.4 FT) NORTH FROM THE CENTER OF THE TAXI/RUNWAY, 18.6 M (61.0 FT)
 MF1787'SOUTH-SOUTHEAST FROM THE EAST END OF A 30 CM CONCRETE PIPE UNDER THE
 MF1787'RAMP, 13.0 M (42.7 FT) EAST FROM THE CENTER OF THE RAMP, AND 8.9 M
 MF1787'(29.2 FT) NORTHEAST FROM RAMP LIGHT 1-63.
 MF1787'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1787
 MF1787                          STATION RECOVERY (1996)
 MF1787
 MF1787'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1787'RECOVERED AS DESCRIBED.
 MF1787
 MF1787                          STATION RECOVERY (1996)
 MF1787
 MF1787'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1787'RECOVERED IN GOOD CONDITION.
 MF1787
 MF1787                          STATION RECOVERY (2006)
 MF1787
 MF1787'RECOVERY NOTE BY AEROTEC 2006 (CBL)
 MF1787'NORTH OF RUNWAY 9/27 ON WEST SIDE OF AIRPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1493 ***********************************************************************
 JB1493  DESIGNATION -  KALMER
 JB1493  PID         -  JB1493
 JB1493  STATE/COUNTY-  IL/CLINTON
 JB1493  USGS QUAD   -  TRENTON (1981)
 JB1493
 JB1493                         *CURRENT SURVEY CONTROL
 JB1493  ___________________________________________________________________
 JB1493* NAD 83(1997)-  38 30 35.32110(N)    089 39 41.20268(W)     ADJUSTED  
 JB1493* NAVD 88     -       130.556  (meters)     428.33   (feet)  ADJUSTED  
 JB1493  ___________________________________________________________________
 JB1493  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JB1493  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JB1493  DYNAMIC HT  -         130.474 (meters)     428.06  (feet)  COMP
 JB1493  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JB1493
 JB1493  HORZ ORDER  -  SECOND
 JB1493  VERT ORDER  -  SECOND    CLASS 0
 JB1493
 JB1493.The horizontal coordinates were established by classical geodetic methods
 JB1493.and adjusted by the National Geodetic Survey in October 1999..
 JB1493
 JB1493.The orthometric height was determined by differential leveling
 JB1493.and adjusted by the National Geodetic Survey in June 1991..
 JB1493
 JB1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1493
 JB1493.The geoid height was determined by GEOID03.
 JB1493
 JB1493.The dynamic height is computed by dividing the NAVD 88
 JB1493.geopotential number by the normal gravity value computed on the
 JB1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1493.degrees latitude (g = 980.6199 gals.).
 JB1493
 JB1493.The modeled gravity was interpolated from observed gravity values.
 JB1493
 JB1493;                    North         East     Units Scale Factor Converg.
 JB1493;SPC IL W     -   204,677.216   744,063.426   MT  0.99996508   +0 18 52.5
 JB1493;SPC IL W     -   671,511.83  2,441,148.09   sFT  0.99996508   +0 18 52.5
 JB1493;UTM  16      - 4,265,739.363   267,940.191   MT  1.00026323   -1 39 28.4
 JB1493
 JB1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1493!SPC IL W     -   0.99998430  x   0.99996508  =   0.99994938
 JB1493!UTM  16      -   0.99998430  x   1.00026323  =   1.00024752
 JB1493
 JB1493|---------------------------------------------------------------------|
 JB1493| PID    Reference Object                     Distance      Geod. Az  |
 JB1493|                                                           dddmmss.s |
 JB1493| JB1494 KALMER RM 1                          49.216 METERS 10609     |
 JB1493| JB1492 KALMER RM 2                          17.363 METERS 21441     |
 JB1493| JB1491 KALMER AZ MK                                       2671124.7 |
 JB1493| JB1956 NEW BADEN MUNICIPAL TANK            APPROX. 4.4 KM 3105256.5 |
 JB1493| JB1955 NEW BADEN ST GEORGES CATH CH        APPROX. 4.3 KM 3142723.2 |
 JB1493|---------------------------------------------------------------------|
 JB1493
 JB1493                          SUPERSEDED SURVEY CONTROL
 JB1493
 JB1493  NAD 83(1986)-  38 30 35.33690(N)    089 39 41.19891(W) AD(       ) 2
 JB1493  NAD 27      -  38 30 35.15970(N)    089 39 40.86077(W) AD(       ) 2
 JB1493  NGVD 29 (??/??/92)  130.674  (m)          428.72   (f) ADJ UNCH    2 0
 JB1493
 JB1493.Superseded values are not recommended for survey control.
 JB1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1493.See file dsdata.txt to determine how the superseded data were derived.
 JB1493
 JB1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6794065739(NAD 83)
 JB1493_MARKER: DE = TRAVERSE STATION DISK
 JB1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1493_STAMPING: KALMER 1961
 JB1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1493+STABILITY: SURFACE MOTION
 JB1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1493+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 JB1493
 JB1493  HISTORY     - Date     Condition        Report By
 JB1493  HISTORY     - 1961     MONUMENTED       CGS
 JB1493  HISTORY     - 1961     GOOD             CGS
 JB1493  HISTORY     - 1971     GOOD             NGS
 JB1493  HISTORY     - 1971     GOOD             NGS
 JB1493  HISTORY     - 20040310 GOOD             APISUR
 JB1493
 JB1493                          STATION DESCRIPTION
 JB1493
 JB1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1493'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF NEW BADEN, ABOUT
 JB1493'2.5 MILES WEST OF THE
 JB1493'VILLAGE OF DAMIANSVILLE AND ABOUT 2.5 MILES NORTH OF THE
 JB1493'VILLAGE OF NEW MEMPHIS.
 JB1493'
 JB1493'TO REACH THE STATION FROM THE POST OFFICE IN NEW BADEN, GO EAST ON
 JB1493'STATE HIGHWAY 161 FOR
 JB1493'0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 160, TURN
 JB1493'RIGHT, GO SOUTH ON STATE HIGHWAY
 JB1493'160 FOR 1.85 MILES TO A CROSSROAD
 JB1493'AND A TAVERN ON RIGHT, TURN LEFT, GO EAST FOR 1.15
 JB1493'MILES TO TWO OIL
 JB1493'STORAGE TANKS ON THE LEFT AND THE STATION JUST EAST OF TANKS AS
 JB1493'DESCRIBED.
 JB1493'
 JB1493'THE STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH
 JB1493'SQUARE CONCRETE POST
 JB1493'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB1493'IS STAMPED KALMER 1961.  THE
 JB1493'MARK IS 182.6 FEET EAST OF CENTER OF
 JB1493'DRIVEWAY, 114 FEET EAST-SOUTHEAST OF THE EAST
 JB1493'EDGE OF OIL STORAGE
 JB1493'TANK, 23.6 FEET NORTH OF CENTER OF ROAD, 3.4 FEET WEST OF POWER
 JB1493'LINE POLE AND 3.3
 JB1493'FEET WEST OF WITNESS POST.
 JB1493'
 JB1493'REFERENCE MARK NO 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 JB1493'INCH SQUARE CONCRETE POST
 JB1493'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB1493'IS STAMPED KALMER NO 1 1961.
 JB1493'THE MARK IS 158.6 FEET SOUTHEAST OF
 JB1493'WITNESS POST, 24 FEET SOUTH OF CENTER OF ROAD
 JB1493'AND 2.5 FEET
 JB1493'WEST-NORTHWEST OF TELEPHONE POLE.
 JB1493'
 JB1493'REFERENCE MARK NO 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 JB1493'INCH SQUARE CONCRETE POST
 JB1493'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB1493'IS STAMPED KALMER NO 2 1961.
 JB1493'THE MARK IS 59.1 FEET SOUTHWEST OF
 JB1493'WITNESS POST, 23 FEET SOUTH OF CENTER OF ROAD
 JB1493'AND 2 FEET
 JB1493'EAST-NORTHEAST OF TELEPHONE POLE.
 JB1493'
 JB1493'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB1493'CONCRETE POST WHICH IS SET
 JB1493'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB1493'KALMER 1961.  THE MARK IS 139 FEET
 JB1493'WEST OF THE CENTER OF DRIVEWAY, 35
 JB1493'FEET WEST OF CENTER OF WOODEN GATE, 23 FEET SOUTH OF
 JB1493'CENTER OF ROAD,
 JB1493'7.6 FEET EAST OF FENCE CORNER, 3.6 FEET EAST OF TELEPHONE POLE, 2.5
 JB1493'FEET EAST OF
 JB1493'WITNESS POST AND 1 FOOT NORTH OF WOODEN FENCE.
 JB1493'
 JB1493'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.25 MILE TO
 JB1493'THE MARK ON THE LEFT AS
 JB1493'DESCRIBED.
 JB1493'
 JB1493'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JB1493
 JB1493                          STATION RECOVERY (1961)
 JB1493
 JB1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1493'3.9 MI SE FROM NEW BADEN.
 JB1493'ABOUT 0.7 MILES EAST ALONG STATE HIGHWAY 161 FROM THE POST OFFICE
 JB1493'IN NEW BADEN, THENCE 1.85 MILES SOUTH ALONG STATE HIGHWAY 160,
 JB1493'THENCE 1.35 MILES EAST ALONG AN ASPHALT PAVED ROAD, ABOUT 0.25
 JB1493'MILES EAST OF A FARM HOUSE SOUTH OF THE ROAD, ALSO NEAR AN OIL
 JB1493'STORAGE TANK NORTH OF THE ROAD, 24 FEET NORTH OF THE CENTER
 JB1493'LINE OF THE ROAD, 117 FEET EAST-SOUTHEAST OF A PIPE AT THE CENTER
 JB1493'OF THE SOUTH SIDE OF THE EAST ONE OF TWO OIL STORAGE TANKS, 182
 JB1493'FEET EAST OF THE CENTER LINE OF THE DRIVE NORTH TO A FARM HOUSE,
 JB1493'3.5 FEET WEST-SOUTHWEST OF THE FIRST POWER POLE EAST OF THE OIL
 JB1493'STORAGE TANKS, 3.2 FEET WEST OF A METAL WITNESS POST, ABOUT
 JB1493'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB1493'WITH THE GROUND.
 JB1493
 JB1493                          STATION RECOVERY (1971)
 JB1493
 JB1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1493'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 JB1493'GOOD CONDITION.
 JB1493'THE DIRECTION TO ALL OBJECTS CHECKED.  THE DISTANCE
 JB1493'TO REFERENCE MARK 1 WAS FOUND TO BE
 JB1493'SHORTER BY 0.04 OF A FOOT AND TO
 JB1493'REFERENCE MARK 2 0.05 OF A FOOT.  THE TELEPHONE POLES
 JB1493'BY THE
 JB1493'REFERENCE MARKS HAVE BEEN REMOVED AND WITNESS POST WERE SET TO
 JB1493'PROTECT THE MARKS.
 JB1493'THE DESCRIPTION IS GOOD WITH THE BELOW.
 JB1493'
 JB1493'REFERENCE MARK 1 IS 1 FOOT WEST OF A METAL WITNESS POST AND REFERENCE
 JB1493'MARK 2 IS 1 FOOT
 JB1493'EAST OF A METAL WITNESS POST.
 JB1493'
 JB1493'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB1493
 JB1493                          STATION RECOVERY (1971)
 JB1493
 JB1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB1493'RECOVERED IN GOOD CONDITION.
 JB1493
 JB1493                          STATION RECOVERY (2004)
 JB1493
 JB1493'RECOVERY NOTE BY ASSOCIATED PROFESSIONALS INCORPORATED 2004 (NRB)
 JB1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1491 ***********************************************************************
 JB1491  DESIGNATION -  KALMER AZ MK
 JB1491  PID         -  JB1491
 JB1491  STATE/COUNTY-  IL/CLINTON
 JB1491  USGS QUAD   -  TRENTON (1981)
 JB1491
 JB1491                         *CURRENT SURVEY CONTROL
 JB1491  ___________________________________________________________________
 JB1491* NAD 83(1986)-  38 30 34.     (N)    089 39 58.     (W)     SCALED    
 JB1491* NAVD 88     -       130.711  (meters)     428.84   (feet)  ADJUSTED  
 JB1491  ___________________________________________________________________
 JB1491  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JB1491  DYNAMIC HT  -         130.629 (meters)     428.57  (feet)  COMP
 JB1491  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JB1491
 JB1491  VERT ORDER  -  SECOND    CLASS 0
 JB1491
 JB1491.The horizontal coordinates were scaled from a topographic map and have
 JB1491.an estimated accuracy of +/- 6 seconds.
 JB1491
 JB1491.The orthometric height was determined by differential leveling
 JB1491.and adjusted by the National Geodetic Survey in June 1991..
 JB1491
 JB1491.The geoid height was determined by GEOID03.
 JB1491
 JB1491.The dynamic height is computed by dividing the NAVD 88
 JB1491.geopotential number by the normal gravity value computed on the
 JB1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1491.degrees latitude (g = 980.6199 gals.).
 JB1491
 JB1491.The modeled gravity was interpolated from observed gravity values.
 JB1491
 JB1491;                    North         East    Units  Estimated Accuracy
 JB1491;SPC IL W     -   204,630.      743,660.      MT  (+/- 180 meters Scaled)
 JB1491
 JB1491                          SUPERSEDED SURVEY CONTROL
 JB1491
 JB1491  NGVD 29 (??/??/92)  130.829  (m)          429.23   (f) ADJ UNCH    2 0
 JB1491
 JB1491.Superseded values are not recommended for survey control.
 JB1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1491.See file dsdata.txt to determine how the superseded data were derived.
 JB1491
 JB1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH675657(NAD 83)
 JB1491_MARKER: DZ = AZIMUTH MARK DISK
 JB1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1491_STAMPING: KALMER 1961
 JB1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1491+STABILITY: SURFACE MOTION
 JB1491
 JB1491  HISTORY     - Date     Condition        Report By
 JB1491  HISTORY     - 1961     MONUMENTED       CGS
 JB1491  HISTORY     - 1971     GOOD             NGS
 JB1491
 JB1491                          STATION DESCRIPTION
 JB1491
 JB1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1491'3.6 MI SE FROM NEW BADEN.
 JB1491'ABOUT 0.7 MILES EAST ALONG STATE HIGHWAY 161 FROM THE POST OFFICE
 JB1491'IN NEW BADEN, THENCE 1.85 MILES SOUTH ALONG STATE HIGHWAY 160,
 JB1491'THENCE 1.1 MILES EAST ALONG AN ASPHALT ROAD, NEAR A FARM HOUSE
 JB1491'SOUTH OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JB1491'245 FEET WEST OF THE CENTER LINE OF THE DRIVE, 1 FOOT NORTH OF
 JB1491'THE FENCE, 7.5 FEET EAST OF THE FENCE CORNER, 3.5 FEET
 JB1491'EAST-NORTHEAST OF A TELEPHONE POLE, 29 FEET WEST OF THE WEST END
 JB1491'OF A BOARD GATE, 2.5 FEET EAST OF A METAL WITNESS POST, ABOUT 0.5
 JB1491'FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB1491'POST FLUSH WITH THE GROUND.
 JB1491
 JB1491                          STATION RECOVERY (1971)
 JB1491
 JB1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1494 ***********************************************************************
 JB1494  DESIGNATION -  KALMER RM 1
 JB1494  PID         -  JB1494
 JB1494  STATE/COUNTY-  IL/CLINTON
 JB1494  USGS QUAD   -  TRENTON (1981)
 JB1494
 JB1494                         *CURRENT SURVEY CONTROL
 JB1494  ___________________________________________________________________
 JB1494* NAD 83(1986)-  38 30 35.     (N)    089 39 40.     (W)     SCALED    
 JB1494* NAVD 88     -       130.614  (meters)     428.52   (feet)  ADJUSTED  
 JB1494  ___________________________________________________________________
 JB1494  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JB1494  DYNAMIC HT  -         130.531 (meters)     428.25  (feet)  COMP
 JB1494  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JB1494
 JB1494  VERT ORDER  -  SECOND    CLASS 0
 JB1494
 JB1494.The horizontal coordinates were scaled from a topographic map and have
 JB1494.an estimated accuracy of +/- 6 seconds.
 JB1494
 JB1494.The orthometric height was determined by differential leveling
 JB1494.and adjusted by the National Geodetic Survey in June 1991..
 JB1494
 JB1494.The geoid height was determined by GEOID03.
 JB1494
 JB1494.The dynamic height is computed by dividing the NAVD 88
 JB1494.geopotential number by the normal gravity value computed on the
 JB1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1494.degrees latitude (g = 980.6199 gals.).
 JB1494
 JB1494.The modeled gravity was interpolated from observed gravity values.
 JB1494
 JB1494;                    North         East    Units  Estimated Accuracy
 JB1494;SPC IL W     -   204,670.      744,090.      MT  (+/- 180 meters Scaled)
 JB1494
 JB1494                          SUPERSEDED SURVEY CONTROL
 JB1494
 JB1494  NGVD 29 (??/??/92)  130.732  (m)          428.91   (f) ADJ UNCH    2 0
 JB1494
 JB1494.Superseded values are not recommended for survey control.
 JB1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1494.See file dsdata.txt to determine how the superseded data were derived.
 JB1494
 JB1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH679657(NAD 83)
 JB1494_MARKER: DR = REFERENCE MARK DISK
 JB1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1494_STAMPING: KALMER NO 1 1961
 JB1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1494+STABILITY: SURFACE MOTION
 JB1494
 JB1494  HISTORY     - Date     Condition        Report By
 JB1494  HISTORY     - 1961     MONUMENTED       CGS
 JB1494  HISTORY     - 1971     GOOD             NGS
 JB1494
 JB1494                          STATION DESCRIPTION
 JB1494
 JB1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1494'3.9 MI SW FROM NEW BADEN.
 JB1494'ABOUT 0.7 MILES EAST ALONG STATE HIGHWAY 161 FROM THE POST OFFICE
 JB1494'IN NEW BADEN, THENCE 1.85 MILES SOUTH ALONG STATE HIGHWAY 160,
 JB1494'THENCE 1.35 MILES EAST ALONG AN ASPHALT PAVED ROAD, ABOUT 0.25
 JB1494'MILES EAST OF A FARM HOUSE SOUTH OF THE ROAD, ALSO NEAR TWO OIL
 JB1494'STORAGE TANKS NORTH OF THE ROAD, 22 FEET SOUTH OF THE CENTER LINE
 JB1494'OF THE ROAD, 2.5 FEET WEST OF THE SECOND TELEPHONE POLE EAST
 JB1494'OF THE OIL STORAGE TANKS, 278 FEET SOUTHEAST OF A PIPE THE CENTER
 JB1494'OF THE SOUTH SIDE OF THE EAST ONE OF THE TWO OIL STORAGE TANKS,
 JB1494'161.5 FEET SOUTHEAST OF TRAVERSE STATION KALMER, 158.5 FEET
 JB1494'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JB1494'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB1494
 JB1494                          STATION RECOVERY (1971)
 JB1494
 JB1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1492 ***********************************************************************
 JB1492  DESIGNATION -  KALMER RM 2
 JB1492  PID         -  JB1492
 JB1492  STATE/COUNTY-  IL/CLINTON
 JB1492  USGS QUAD   -  TRENTON (1981)
 JB1492
 JB1492                         *CURRENT SURVEY CONTROL
 JB1492  ___________________________________________________________________
 JB1492* NAD 83(1986)-  38 30 35.     (N)    089 39 40.     (W)     SCALED    
 JB1492* NAVD 88     -       130.531  (meters)     428.25   (feet)  ADJUSTED  
 JB1492  ___________________________________________________________________
 JB1492  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JB1492  DYNAMIC HT  -         130.449 (meters)     427.98  (feet)  COMP
 JB1492  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 JB1492
 JB1492  VERT ORDER  -  SECOND    CLASS 0
 JB1492
 JB1492.The horizontal coordinates were scaled from a topographic map and have
 JB1492.an estimated accuracy of +/- 6 seconds.
 JB1492
 JB1492.The orthometric height was determined by differential leveling
 JB1492.and adjusted by the National Geodetic Survey in June 1991..
 JB1492
 JB1492.The geoid height was determined by GEOID03.
 JB1492
 JB1492.The dynamic height is computed by dividing the NAVD 88
 JB1492.geopotential number by the normal gravity value computed on the
 JB1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1492.degrees latitude (g = 980.6199 gals.).
 JB1492
 JB1492.The modeled gravity was interpolated from observed gravity values.
 JB1492
 JB1492;                    North         East    Units  Estimated Accuracy
 JB1492;SPC IL W     -   204,670.      744,090.      MT  (+/- 180 meters Scaled)
 JB1492
 JB1492                          SUPERSEDED SURVEY CONTROL
 JB1492
 JB1492  NGVD 29 (??/??/92)  130.649  (m)          428.64   (f) ADJ UNCH    2 0
 JB1492
 JB1492.Superseded values are not recommended for survey control.
 JB1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1492.See file dsdata.txt to determine how the superseded data were derived.
 JB1492
 JB1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH679657(NAD 83)
 JB1492_MARKER: DR = REFERENCE MARK DISK
 JB1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1492_STAMPING: KALMER NO 2 1961
 JB1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1492+STABILITY: SURFACE MOTION
 JB1492
 JB1492  HISTORY     - Date     Condition        Report By
 JB1492  HISTORY     - 1961     MONUMENTED       CGS
 JB1492  HISTORY     - 1971     GOOD             NGS
 JB1492
 JB1492                          STATION DESCRIPTION
 JB1492
 JB1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1492'3.9 MI SE FROM NEW BADEN.
 JB1492'ABOUT 0.7 MILES EAST ALONG STATE HIGHWAY 161 FROM THE POST OFFICE
 JB1492'IN NEW BADEN, THENCE 1.85 MILES SOUTH ALONG STATE HIGHWAY 160,
 JB1492'THENCE 1.35 MILES EAST ALONG AN ASPHALT PAVED ROAD, ABOUT 0.25
 JB1492'MILES EAST OF A FARM HOUSE SOUTH OF THE ROAD, ALSO NEAR TWO OIL
 JB1492'STORAGE TANKS NORTH OF THE ROAD, 23 FEET SOUTH OF THE CENTER
 JB1492'LINE OF THE ROAD, 2.5 FEET NORTHEAST OF THE FIRST TELEPHONE POLE
 JB1492'EAST OF THE TANKS, 114 FEET SOUTHEAST OF A PIPE AT THE CENTER OF
 JB1492'THE SOUTHSIDE OF THE EAST ONE OF TWO OIL STORAGE TANKS,
 JB1492'57.0 FEET SOUTHWEST OF TRAVERSE STATION KALMER, 59.1 FEET
 JB1492'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 JB1492'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB1492
 JB1492                          STATION RECOVERY (1971)
 JB1492
 JB1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JB1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2846 ***********************************************************************
 AJ2846  DESIGNATION -  KAN20 1A
 AJ2846  PID         -  AJ2846
 AJ2846  STATE/COUNTY-  IL/KANE
 AJ2846  USGS QUAD   -  PINGREE GROVE (1992)
 AJ2846
 AJ2846                         *CURRENT SURVEY CONTROL
 AJ2846  ___________________________________________________________________
 AJ2846* NAD 83(1997)-  42 06 57.28804(N)    088 28 53.37478(W)     ADJUSTED  
 AJ2846* NAVD 88     -       298.4    (meters)     979.     (feet)  GPS OBS   
 AJ2846  ___________________________________________________________________
 AJ2846  X           -     125,571.389 (meters)                     COMP
 AJ2846  Y           -  -4,736,906.699 (meters)                     COMP
 AJ2846  Z           -   4,255,340.820 (meters)                     COMP
 AJ2846  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AJ2846  ELLIP HEIGHT-         264.99  (meters)          (02/03/05) GPS OBS
 AJ2846  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AJ2846
 AJ2846  HORZ ORDER  -  FIRST
 AJ2846  ELLP ORDER  -  FOURTH    CLASS II
 AJ2846
 AJ2846.The horizontal coordinates were established by GPS observations
 AJ2846.and adjusted by the National Geodetic Survey in April 2001..
 AJ2846
 AJ2846.The orthometric height was determined by GPS observations and a
 AJ2846.high-resolution geoid model.
 AJ2846
 AJ2846.Photographs are available for this station.
 AJ2846
 AJ2846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2846
 AJ2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2846
 AJ2846.The ellipsoidal height was determined by GPS observations
 AJ2846.and is referenced to NAD 83.
 AJ2846
 AJ2846.The geoid height was determined by GEOID03.
 AJ2846
 AJ2846;                    North         East     Units Scale Factor Converg.
 AJ2846;SPC IL E     -   604,987.918   287,747.467   MT  0.99997685   -0 05 57.7
 AJ2846;SPC IL E     - 1,984,864.53    944,051.48   sFT  0.99997685   -0 05 57.7
 AJ2846;UTM  16      - 4,663,708.071   377,527.796   MT  0.99978456   -0 59 37.2
 AJ2846
 AJ2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2846!SPC IL E     -   0.99995844  x   0.99997685  =   0.99993529
 AJ2846!UTM  16      -   0.99995844  x   0.99978456  =   0.99974301
 AJ2846
 AJ2846:                Primary Azimuth Mark                     Grid Az
 AJ2846:SPC IL E     -  KAN20 1B                                 181 06 41.9
 AJ2846:UTM  16      -  KAN20 1B                                 182 00 21.4
 AJ2846
 AJ2846|---------------------------------------------------------------------|
 AJ2846| PID    Reference Object                     Distance      Geod. Az  |
 AJ2846|                                                           dddmmss.s |
 AJ2846| AJ2841 KAN20 1B                            APPROX. 0.8 KM 1810044.2 |
 AJ2846|---------------------------------------------------------------------|
 AJ2846
 AJ2846                          SUPERSEDED SURVEY CONTROL
 AJ2846
 AJ2846  ELLIP H (04/23/01)  265.01   (m)                       GP(       ) 3 1
 AJ2846
 AJ2846.Superseded values are not recommended for survey control.
 AJ2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2846.See file dsdata.txt to determine how the superseded data were derived.
 AJ2846
 AJ2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7752863708(NAD 83)
 AJ2846_MARKER: I = METAL ROD
 AJ2846_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2846_STAMPING: KAN20-1A
 AJ2846_MARK LOGO: ILDT  
 AJ2846_PROJECTION: FLUSH
 AJ2846_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2846+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2000
 AJ2846_ROD/PIPE-DEPTH:  3.7 meters
 AJ2846_SLEEVE-DEPTH  :  0.9 meters
 AJ2846
 AJ2846  HISTORY     - Date     Condition        Report By
 AJ2846  HISTORY     - 20000602 MONUMENTED       SECI
 AJ2846
 AJ2846                          STATION DESCRIPTION
 AJ2846
 AJ2846'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2846'STATION IS LOCATED APPROXIMATELY 2.3 MI NORTHEAST OF HAMPSHIRE,
 AJ2846'3.9 MI SOUTHWEST OF HUNTLEY IN SECTION 13, T42N, R6E.  TO REACH FROM
 AJ2846'THE JUNCTION OF IL RT 47 AND US RT 20 PROCEED WEST ON US RT 20 FOR
 AJ2846'2.5 MI TO THE STATION LOCATED 25.2 FT EAST OF THE CENTERLINE OF US RT
 AJ2846'20.  STATION IS LOCATED 1.1 MI NORTH OF ALLEN RD, 400 FT NORTH OF
 AJ2846'AGGREGATE DRIVE (ADDRESS 17N291) TO HOUSE AND CELLULAR TOWER,
 AJ2846'192 FT NORTHEAST OF POWERPOLE (PP), 115 FT SOUTHEAST OF PP, AND 2 FT
 AJ2846'WEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO
 AJ2846'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.6 FT BELOW
 AJ2846'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2846' 
 AJ2846' 
 AJ2846' 
 AJ2846' 
 AJ2846' 
 AJ2846' 
 AJ2846' 
 AJ2846'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2841 ***********************************************************************
 AJ2841  DESIGNATION -  KAN20 1B
 AJ2841  PID         -  AJ2841
 AJ2841  STATE/COUNTY-  IL/KANE
 AJ2841  USGS QUAD   -  PINGREE GROVE (1992)
 AJ2841
 AJ2841                         *CURRENT SURVEY CONTROL
 AJ2841  ___________________________________________________________________
 AJ2841* NAD 83(1997)-  42 06 30.66252(N)    088 28 54.00659(W)     ADJUSTED  
 AJ2841* NAVD 88     -       300.5    (meters)     986.     (feet)  GPS OBS   
 AJ2841  ___________________________________________________________________
 AJ2841  X           -     125,571.519 (meters)                     COMP
 AJ2841  Y           -  -4,737,459.378 (meters)                     COMP
 AJ2841  Z           -   4,254,732.792 (meters)                     COMP
 AJ2841  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AJ2841  ELLIP HEIGHT-         267.11  (meters)          (04/23/01) GPS OBS
 AJ2841  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AJ2841
 AJ2841  HORZ ORDER  -  FIRST
 AJ2841  ELLP ORDER  -  THIRD     CLASS I
 AJ2841
 AJ2841.The horizontal coordinates were established by GPS observations
 AJ2841.and adjusted by the National Geodetic Survey in April 2001..
 AJ2841
 AJ2841.The orthometric height was determined by GPS observations and a
 AJ2841.high-resolution geoid model.
 AJ2841
 AJ2841.Photographs are available for this station.
 AJ2841
 AJ2841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2841
 AJ2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2841
 AJ2841.The ellipsoidal height was determined by GPS observations
 AJ2841.and is referenced to NAD 83.
 AJ2841
 AJ2841.The geoid height was determined by GEOID03.
 AJ2841
 AJ2841;                    North         East     Units Scale Factor Converg.
 AJ2841;SPC IL E     -   604,166.451   287,731.527   MT  0.99997685   -0 05 58.1
 AJ2841;SPC IL E     - 1,982,169.43    943,999.18   sFT  0.99997685   -0 05 58.1
 AJ2841;UTM  16      - 4,662,887.111   377,499.043   MT  0.99978465   -0 59 37.1
 AJ2841
 AJ2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2841!SPC IL E     -   0.99995811  x   0.99997685  =   0.99993496
 AJ2841!UTM  16      -   0.99995811  x   0.99978465  =   0.99974277
 AJ2841
 AJ2841:                Primary Azimuth Mark                     Grid Az
 AJ2841:SPC IL E     -  KAN20 1A                                 001 06 41.9
 AJ2841:UTM  16      -  KAN20 1A                                 002 00 20.9
 AJ2841
 AJ2841|---------------------------------------------------------------------|
 AJ2841| PID    Reference Object                     Distance      Geod. Az  |
 AJ2841|                                                           dddmmss.s |
 AJ2841| AJ2846 KAN20 1A                            APPROX. 0.8 KM 0010043.8 |
 AJ2841|---------------------------------------------------------------------|
 AJ2841
 AJ2841                          SUPERSEDED SURVEY CONTROL
 AJ2841
 AJ2841.No superseded survey control is available for this station.
 AJ2841
 AJ2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7749962887(NAD 83)
 AJ2841_MARKER: I = METAL ROD
 AJ2841_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2841_STAMPING: KAN20-1B
 AJ2841_MARK LOGO: ILDT  
 AJ2841_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2841_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2841+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2000
 AJ2841_ROD/PIPE-DEPTH: 11.0 meters
 AJ2841_SLEEVE-DEPTH  :  0.9 meters
 AJ2841
 AJ2841  HISTORY     - Date     Condition        Report By
 AJ2841  HISTORY     - 20000602 MONUMENTED       SECI
 AJ2841
 AJ2841                          STATION DESCRIPTION
 AJ2841
 AJ2841'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2841'STATION IS LOCATED APPROXIMATELY 2.4 MI EAST OF HAMPSHIRE, 5.3 MI
 AJ2841'WEST OF GILBERTS IN SECTION 24, T42N, R6E.  TO REACH FROM THE
 AJ2841'JUNCTION OF IL RT 47 AND US RT 20 PROCEED WEST ON US RT 20 FOR 2.0
 AJ2841'MI TO THE STATION LOCATED 35.0 FT WEST OF THE CENTERLINE OF US RT
 AJ2841'20.  STATION IS 0.50 MI NORTH OF ALLEN RD, 950 FT NORTH OF AGGREGATE
 AJ2841'ENTRANCE 16N787, 500 FT SOUTH OF AGGREGATE ENTRANCE 16N983,
 AJ2841'202.9 FT NORTH OF PK NAIL IN POWER POLE (PP), 139.4 FT NORTHWEST OF
 AJ2841'PK NAIL IN US RT 20 PAVEMENT, 94.8 FT SOUTH-SOUTHWEST OF PK NAIL IN
 AJ2841'US RT 20 PAVEMENT, 36.0 FT SOUTH OF PK NAIL IN PP AND 2.0 FT EAST OF
 AJ2841'AN
 AJ2841'ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT
 AJ2841'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.65 FT BELOW CAP.  PK NAILS
 AJ2841'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2841' 
 AJ2841' 
 AJ2841' 
 AJ2841' 
 AJ2841'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2829 ***********************************************************************
 AJ2829  DESIGNATION -  KAN20 2A
 AJ2829  PID         -  AJ2829
 AJ2829  STATE/COUNTY-  IL/KANE
 AJ2829  USGS QUAD   -  ELGIN (1992)
 AJ2829
 AJ2829                         *CURRENT SURVEY CONTROL
 AJ2829  ___________________________________________________________________
 AJ2829* NAD 83(1997)-  42 01 40.18631(N)    088 19 34.06160(W)     ADJUSTED  
 AJ2829* NAVD 88     -       250.3    (meters)     821.     (feet)  GPS OBS   
 AJ2829  ___________________________________________________________________
 AJ2829  X           -     138,606.097 (meters)                     COMP
 AJ2829  Y           -  -4,743,066.351 (meters)                     COMP
 AJ2829  Z           -   4,248,045.693 (meters)                     COMP
 AJ2829  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ2829  ELLIP HEIGHT-         216.89  (meters)          (02/03/05) GPS OBS
 AJ2829  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AJ2829
 AJ2829  HORZ ORDER  -  FIRST
 AJ2829  ELLP ORDER  -  FOURTH    CLASS II
 AJ2829
 AJ2829.The horizontal coordinates were established by GPS observations
 AJ2829.and adjusted by the National Geodetic Survey in April 2001..
 AJ2829
 AJ2829.The orthometric height was determined by GPS observations and a
 AJ2829.high-resolution geoid model.
 AJ2829
 AJ2829.Photographs are available for this station.
 AJ2829
 AJ2829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2829
 AJ2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2829
 AJ2829.The ellipsoidal height was determined by GPS observations
 AJ2829.and is referenced to NAD 83.
 AJ2829
 AJ2829.The geoid height was determined by GEOID03.
 AJ2829
 AJ2829;                    North         East     Units Scale Factor Converg.
 AJ2829;SPC IL E     -   595,193.682   300,596.674   MT  0.99997500   +0 00 17.4
 AJ2829;SPC IL E     - 1,952,731.27    986,207.59   sFT  0.99997500   +0 00 17.4
 AJ2829;UTM  16      - 4,653,716.746   390,220.047   MT  0.99974829   -0 53 16.5
 AJ2829
 AJ2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2829!SPC IL E     -   0.99996598  x   0.99997500  =   0.99994098
 AJ2829!UTM  16      -   0.99996598  x   0.99974829  =   0.99971428
 AJ2829
 AJ2829:                Primary Azimuth Mark                     Grid Az
 AJ2829:SPC IL E     -  KAN20 2B                                 111 51 33.9
 AJ2829:UTM  16      -  KAN20 2B                                 112 45 07.8
 AJ2829
 AJ2829|---------------------------------------------------------------------|
 AJ2829| PID    Reference Object                     Distance      Geod. Az  |
 AJ2829|                                                           dddmmss.s |
 AJ2829| AJ2830 KAN20 2B                            APPROX. 1.0 KM 1115151.3 |
 AJ2829|---------------------------------------------------------------------|
 AJ2829
 AJ2829                          SUPERSEDED SURVEY CONTROL
 AJ2829
 AJ2829  ELLIP H (04/23/01)  216.91   (m)                       GP(       ) 3 1
 AJ2829
 AJ2829.Superseded values are not recommended for survey control.
 AJ2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2829.See file dsdata.txt to determine how the superseded data were derived.
 AJ2829
 AJ2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9022053717(NAD 83)
 AJ2829_MARKER: I = METAL ROD
 AJ2829_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2829_STAMPING: KAN20-2A
 AJ2829_MARK LOGO: ILDT  
 AJ2829_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2829_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2829+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2000
 AJ2829_ROD/PIPE-DEPTH:  4.9 meters
 AJ2829_SLEEVE-DEPTH  :  0.9 meters
 AJ2829
 AJ2829  HISTORY     - Date     Condition        Report By
 AJ2829  HISTORY     - 20000602 MONUMENTED       SECI
 AJ2829
 AJ2829                          STATION DESCRIPTION
 AJ2829
 AJ2829'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2829'STATION IS LOCATED WITHIN THE CITY OF ELGIN, 2.9 MI
 AJ2829'SOUTHEAST OF UDINA IN SECTION 21, T41N, R8E.  TO REACH FROM THE
 AJ2829'JUNCTION OF IL RT 31 AND US RT 20 PROCEED WEST ON US RT 20 FOR 2.2 MI
 AJ2829'TO THE STATION LOCATED 48.1 FT SOUTH OF THE EASTBOUND CENTERLINE,
 AJ2829'0.6 MI EAST OF RANDALL RD.  STATION IS 300 FT WEST OF THE MCLEAN BLVD
 AJ2829'EXIT SIGN, 159.3 FT SOUTHEAST OF A PK NAIL IN EASTBOUND RT 20, 120.6
 AJ2829'FT
 AJ2829'SOUTHWEST OF PK NAIL IN EASTBOUND RT 20, 103 FT NORTHEAST OF THE
 AJ2829'CENTERLINE OF S. BELMONT ST, AND 3 FT NORTH OF AN ORANGE
 AJ2829'FIBERGLASS WITNESS POST NEXT TO CHAIN LINK FENCE.  NOTE - ACCESS TO
 AJ2829'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.60 FT BELOW
 AJ2829'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2829' 
 AJ2829' 
 AJ2829' 
 AJ2829' 
 AJ2829' 
 AJ2829'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2830 ***********************************************************************
 AJ2830  DESIGNATION -  KAN20 2B
 AJ2830  PID         -  AJ2830
 AJ2830  STATE/COUNTY-  IL/KANE
 AJ2830  USGS QUAD   -  ELGIN (1992)
 AJ2830
 AJ2830                         *CURRENT SURVEY CONTROL
 AJ2830  ___________________________________________________________________
 AJ2830* NAD 83(1997)-  42 01 27.78987(N)    088 18 52.63632(W)     ADJUSTED  
 AJ2830* NAVD 88     -       254.5    (meters)     835.     (feet)  GPS OBS   
 AJ2830  ___________________________________________________________________
 AJ2830  X           -     139,566.294 (meters)                     COMP
 AJ2830  Y           -  -4,743,297.522 (meters)                     COMP
 AJ2830  Z           -   4,247,764.402 (meters)                     COMP
 AJ2830  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ2830  ELLIP HEIGHT-         221.13  (meters)          (04/23/01) GPS OBS
 AJ2830  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AJ2830
 AJ2830  HORZ ORDER  -  FIRST
 AJ2830  ELLP ORDER  -  THIRD     CLASS I
 AJ2830
 AJ2830.The horizontal coordinates were established by GPS observations
 AJ2830.and adjusted by the National Geodetic Survey in April 2001..
 AJ2830
 AJ2830.The orthometric height was determined by GPS observations and a
 AJ2830.high-resolution geoid model.
 AJ2830
 AJ2830.Photographs are available for this station.
 AJ2830
 AJ2830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2830
 AJ2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2830
 AJ2830.The ellipsoidal height was determined by GPS observations
 AJ2830.and is referenced to NAD 83.
 AJ2830
 AJ2830.The geoid height was determined by GEOID03.
 AJ2830
 AJ2830;                    North         East     Units Scale Factor Converg.
 AJ2830;SPC IL E     -   594,811.358   301,549.684   MT  0.99997503   +0 00 45.1
 AJ2830;SPC IL E     - 1,951,476.93    989,334.25   sFT  0.99997503   +0 00 45.1
 AJ2830;UTM  16      - 4,653,319.711   391,166.769   MT  0.99974575   -0 52 48.6
 AJ2830
 AJ2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2830!SPC IL E     -   0.99996532  x   0.99997503  =   0.99994035
 AJ2830!UTM  16      -   0.99996532  x   0.99974575  =   0.99971108
 AJ2830
 AJ2830:                Primary Azimuth Mark                     Grid Az
 AJ2830:SPC IL E     -  KAN20 2A                                 291 51 33.9
 AJ2830:UTM  16      -  KAN20 2A                                 292 45 07.6
 AJ2830
 AJ2830|---------------------------------------------------------------------|
 AJ2830| PID    Reference Object                     Distance      Geod. Az  |
 AJ2830|                                                           dddmmss.s |
 AJ2830| AJ2829 KAN20 2A                            APPROX. 1.0 KM 2915219.0 |
 AJ2830|---------------------------------------------------------------------|
 AJ2830
 AJ2830                          SUPERSEDED SURVEY CONTROL
 AJ2830
 AJ2830.No superseded survey control is available for this station.
 AJ2830
 AJ2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9116753320(NAD 83)
 AJ2830_MARKER: I = METAL ROD
 AJ2830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2830_STAMPING: KAN20-2B
 AJ2830_MARK LOGO: ILDT  
 AJ2830_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2830_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2830+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2000
 AJ2830_ROD/PIPE-DEPTH:  3.7 meters
 AJ2830_SLEEVE-DEPTH  :  0.9 meters
 AJ2830
 AJ2830  HISTORY     - Date     Condition        Report By
 AJ2830  HISTORY     - 20000602 MONUMENTED       SECI
 AJ2830
 AJ2830                          STATION DESCRIPTION
 AJ2830
 AJ2830'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2830'STATION IS LOCATED WITHIN THE CITY OF ELGIN, 3.4 MI
 AJ2830'SOUTHEAST OF UDINA IN SECTION 22, T41N, R8E.  TO REACH FROM THE
 AJ2830'JUNCTION OF IL RT 31 AND US RT 20 PROCEED WEST ON US RT 20 FOR 1.6 MI
 AJ2830'TO THE STATION LOCATED 42.0 FT NORTH OF THE WESTBOUND
 AJ2830'CENTERLINE, 600 FT WEST OF MCLEAN BLVD.  STATION IS 210.6 FT EAST OF
 AJ2830'PK NAIL IN 12 INCH DECIDUOUS TREE, 144.2 FT WEST OF PK NAIL IN AN 18
 AJ2830'INCH MAPLE TREE, 102.3 FT WEST OF PK NAIL LOCATED BETWEEN RT 20 AND
 AJ2830'THE ON RAMP FOR RT 20, 72 FT SOUTHEAST OF A STORM MANHOLE, 65.0 FT
 AJ2830'SOUTH OF A CHAIN LINK FENCE, 55.1 FT WEST OF A GUARD RAIL, 11.0 FT
 AJ2830'NORTH OF THE EDGE OF RT 20, AND 2.0 FT SOUTH OF ORANGE FIBERGLASS
 AJ2830'WITNESS POST.   NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2830'CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2830'PHYSICAL TIES. (WB)
 AJ2830' 
 AJ2830' 
 AJ2830' 
 AJ2830' 
 AJ2830' 
 AJ2830' 
 AJ2830' 
 AJ2830'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2799 ***********************************************************************
 AJ2799  DESIGNATION -  KAN25 1A
 AJ2799  PID         -  AJ2799
 AJ2799  STATE/COUNTY-  IL/KANE
 AJ2799  USGS QUAD   -  AURORA NORTH (1993)
 AJ2799
 AJ2799                         *CURRENT SURVEY CONTROL
 AJ2799  ___________________________________________________________________
 AJ2799* NAD 83(1997)-  41 51 59.34827(N)    088 18 21.76691(W)     ADJUSTED  
 AJ2799* NAVD 88     -       217.2    (meters)     713.     (feet)  GPS OBS   
 AJ2799  ___________________________________________________________________
 AJ2799  X           -     140,621.908 (meters)                     COMP
 AJ2799  Y           -  -4,754,967.307 (meters)                     COMP
 AJ2799  Z           -   4,234,694.513 (meters)                     COMP
 AJ2799  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AJ2799  ELLIP HEIGHT-         184.07  (meters)          (04/23/01) GPS OBS
 AJ2799  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AJ2799
 AJ2799  HORZ ORDER  -  FIRST
 AJ2799  ELLP ORDER  -  THIRD     CLASS I
 AJ2799
 AJ2799.The horizontal coordinates were established by GPS observations
 AJ2799.and adjusted by the National Geodetic Survey in April 2001..
 AJ2799
 AJ2799.The orthometric height was determined by GPS observations and a
 AJ2799.high-resolution geoid model.
 AJ2799
 AJ2799.Photographs are available for this station.
 AJ2799
 AJ2799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2799
 AJ2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2799
 AJ2799.The ellipsoidal height was determined by GPS observations
 AJ2799.and is referenced to NAD 83.
 AJ2799
 AJ2799.The geoid height was determined by GEOID03.
 AJ2799
 AJ2799;                    North         East     Units Scale Factor Converg.
 AJ2799;SPC IL E     -   577,273.634   302,265.409   MT  0.99997506   +0 01 05.6
 AJ2799;SPC IL E     - 1,893,938.58    991,682.43   sFT  0.99997506   +0 01 05.6
 AJ2799;UTM  16      - 4,635,777.009   391,609.494   MT  0.99974457   -0 52 18.3
 AJ2799
 AJ2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2799!SPC IL E     -   0.99997113  x   0.99997506  =   0.99994619
 AJ2799!UTM  16      -   0.99997113  x   0.99974457  =   0.99971571
 AJ2799
 AJ2799:                Primary Azimuth Mark                     Grid Az
 AJ2799:SPC IL E     -  KAN25 1B                                 074 27 33.7
 AJ2799:UTM  16      -  KAN25 1B                                 075 20 57.6
 AJ2799
 AJ2799|---------------------------------------------------------------------|
 AJ2799| PID    Reference Object                     Distance      Geod. Az  |
 AJ2799|                                                           dddmmss.s |
 AJ2799| AJ2803 KAN25 1B                            APPROX. 1.0 KM 0742839.3 |
 AJ2799|---------------------------------------------------------------------|
 AJ2799
 AJ2799                          SUPERSEDED SURVEY CONTROL
 AJ2799
 AJ2799.No superseded survey control is available for this station.
 AJ2799
 AJ2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9160935777(NAD 83)
 AJ2799_MARKER: I = METAL ROD
 AJ2799_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2799_STAMPING: KAN25 1A
 AJ2799_MARK LOGO: ILDT  
 AJ2799_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2799_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2799+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 AJ2799_ROD/PIPE-DEPTH:  3.7 meters
 AJ2799_SLEEVE-DEPTH  :  0.9 meters
 AJ2799
 AJ2799  HISTORY     - Date     Condition        Report By
 AJ2799  HISTORY     - 20000605 MONUMENTED       SECI
 AJ2799  HISTORY     - 20050408 GOOD             STAFER
 AJ2799  HISTORY     - 20050412 GOOD             STAFER
 AJ2799
 AJ2799                          STATION DESCRIPTION
 AJ2799
 AJ2799'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2799'STATION IS LOCATED WITHIN THE CITY OF BATAVIA, 2.0 MI
 AJ2799'SOUTHEAST OF GENEVA IN SECTION 15, T39N, R8E.  TO REACH FROM THE
 AJ2799'JUNCTION OF IL RT 38 AND RT 25 PROCEED SOUTH ON RT 25  FOR 1.4 MI TO
 AJ2799'THE STATION LOCATED IN THE SOUTHEAST CORNER OF INTERSECTION OF IL
 AJ2799'RT 25 AND FABYAN PKWY.  STATION IS  125.30 FT EAST OF THE CENTERLINE
 AJ2799'OF RT 25, 119.7 FT SOUTHWEST OF A UTILITY BOX LOCATED NORTH OF
 AJ2799'FABYAN PARKWAY, 122.1 FT WEST OF THE ENTRANCE TO PHILLIPS 66, 36 FT
 AJ2799'SOUTH OF THE EASTBOUND CENTERLINE OF FABYAN PARKWAY, 33 FT
 AJ2799'NORTH OF THE SIDEWALK, 29 FT NORTH OF THE CONCRETE ROW MARKER,
 AJ2799'27.2 FT NORTHEAST OF  PK NAIL IN POWERPOLE, AND 27.2 FT NORTHEAST OF
 AJ2799'ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT
 AJ2799'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.75 FT BELOW CAP.  PK NAILS
 AJ2799'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2799' 
 AJ2799' 
 AJ2799' 
 AJ2799' 
 AJ2799' 
 AJ2799' 
 AJ2799' 
 AJ2799' 
 AJ2799'
 AJ2799
 AJ2799                          STATION RECOVERY (2005)
 AJ2799
 AJ2799'RECOVERY NOTE BY STACY FERGUSON LAND SURVEYING INC 2005 (BAW)
 AJ2799'RECOVERED IN GOOD CONDITION.
 AJ2799
 AJ2799                          STATION RECOVERY (2005)
 AJ2799
 AJ2799'RECOVERY NOTE BY STACY FERGUSON LAND SURVEYING INC 2005 (RJW)
 AJ2799'STATION IS LOCATED WITHIN THE CITY LIMITS OF BATAVIA IN SECTION 14
 AJ2799'T39N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 38 AND IL RT 25
 AJ2799'PROCEED SOUTH ON IL RT 25 FOR 1.4 MI TO FABYAN PKWY.  PROCEED EAST  ON
 AJ2799'FABYAN PKWY FOR 0.7 MI TO STATION 42.7 FT NORTH OF CENTERLINE OF
 AJ2799'WESTBOUND FABYAN PKWY.  STATION IS 206 FT WEST OF CENTERLINE OF
 AJ2799'ENTRANCE TO KANE COUNTY SHERIFF'S DEPARTMENT/NORTH RADDANT  RD, 25 FT
 AJ2799'NORTH OF BACK OF CURB, 10 FT SOUTH OF CENTERLINE OF BIKE  PATH, 71.4
 AJ2799'FT EAST OF PK NAIL IN 12 IN HONEYLOCUST TREE, AND 107.6 FT  WEST
 AJ2799'SOUTHWEST OF PK NAIL IN 18 IN DECIDUOUS TREE.  STATION IS 72 FT
 AJ2799'NORTHWEST OF CLASS  II TRUCK ROUTE SIGN, 138.1 FT NORTH OF PK NAIL IN
 AJ2799'POWERPOLE,  103 FT SOUTH OF CENTERLINE OF SHERRIF'S DEPARTMENT
 AJ2799'ENTRANCE, AND 72 FT NORTHWEST OF ORANGE FIBERGLASS WITNESS  POST.
 AJ2799'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.   DATUM POINT IS
 AJ2799'0.40 FT BELOW CAP.  PK NAILS WERE SET IN WOOD  PHYSICAL TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2803 ***********************************************************************
 AJ2803  DESIGNATION -  KAN25 1B
 AJ2803  PID         -  AJ2803
 AJ2803  STATE/COUNTY-  IL/KANE
 AJ2803  USGS QUAD   -  AURORA NORTH (1993)
 AJ2803
 AJ2803                         *CURRENT SURVEY CONTROL
 AJ2803  ___________________________________________________________________
 AJ2803* NAD 83(1997)-  41 52 07.78096(N)    088 17 41.13810(W)     ADJUSTED  
 AJ2803* NAVD 88     -       225.2    (meters)     739.     (feet)  GPS OBS   
 AJ2803  ___________________________________________________________________
 AJ2803  X           -     141,553.521 (meters)                     COMP
 AJ2803  Y           -  -4,754,771.937 (meters)                     COMP
 AJ2803  Z           -   4,234,893.639 (meters)                     COMP
 AJ2803  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AJ2803  ELLIP HEIGHT-         192.12  (meters)          (02/03/05) GPS OBS
 AJ2803  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 AJ2803
 AJ2803  HORZ ORDER  -  FIRST
 AJ2803  ELLP ORDER  -  FOURTH    CLASS II
 AJ2803
 AJ2803.The horizontal coordinates were established by GPS observations
 AJ2803.and adjusted by the National Geodetic Survey in April 2001..
 AJ2803
 AJ2803.The orthometric height was determined by GPS observations and a
 AJ2803.high-resolution geoid model.
 AJ2803
 AJ2803.Photographs are available for this station.
 AJ2803
 AJ2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2803
 AJ2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2803
 AJ2803.The ellipsoidal height was determined by GPS observations
 AJ2803.and is referenced to NAD 83.
 AJ2803
 AJ2803.The geoid height was determined by GEOID03.
 AJ2803
 AJ2803;                    North         East     Units Scale Factor Converg.
 AJ2803;SPC IL E     -   577,534.160   303,202.257   MT  0.99997513   +0 01 32.7
 AJ2803;SPC IL E     - 1,894,793.32    994,756.07   sFT  0.99997513   +0 01 32.7
 AJ2803;UTM  16      - 4,636,022.895   392,550.056   MT  0.99974207   -0 51 51.3
 AJ2803
 AJ2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2803!SPC IL E     -   0.99996987  x   0.99997513  =   0.99994500
 AJ2803!UTM  16      -   0.99996987  x   0.99974207  =   0.99971195
 AJ2803
 AJ2803:                Primary Azimuth Mark                     Grid Az
 AJ2803:SPC IL E     -  KAN25 1A                                 254 27 33.7
 AJ2803:UTM  16      -  KAN25 1A                                 255 20 57.7
 AJ2803
 AJ2803|---------------------------------------------------------------------|
 AJ2803| PID    Reference Object                     Distance      Geod. Az  |
 AJ2803|                                                           dddmmss.s |
 AJ2803| AJ2799 KAN25 1A                            APPROX. 1.0 KM 2542906.4 |
 AJ2803|---------------------------------------------------------------------|
 AJ2803
 AJ2803                          SUPERSEDED SURVEY CONTROL
 AJ2803
 AJ2803  ELLIP H (04/23/01)  192.12   (m)                       GP(       ) 3 1
 AJ2803
 AJ2803.Superseded values are not recommended for survey control.
 AJ2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2803.See file dsdata.txt to determine how the superseded data were derived.
 AJ2803
 AJ2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9255036023(NAD 83)
 AJ2803_MARKER: I = METAL ROD
 AJ2803_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2803_STAMPING: KAN25-1B
 AJ2803_MARK LOGO: ILDT  
 AJ2803_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2803_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2803+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2000
 AJ2803_ROD/PIPE-DEPTH:  3.7 meters
 AJ2803_SLEEVE-DEPTH  :  0.9 meters
 AJ2803
 AJ2803  HISTORY     - Date     Condition        Report By
 AJ2803  HISTORY     - 20000605 MONUMENTED       SECI
 AJ2803
 AJ2803                          STATION DESCRIPTION
 AJ2803
 AJ2803'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2803'STATION IS LOCATED WITHIN THE CITY LIMITS OF BATAVIA IN SECTION 14
 AJ2803'T39N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 38 AND IL RT 25
 AJ2803'PROCEED SOUTH ON IL RT 25 FOR 1.4 MI TO FABYAN PKWY.  PROCEED EAST
 AJ2803'ON FABYAN PKWY FOR 0.7 MI TO STATION 42.7 FT NORTH OF CENTERLINE OF
 AJ2803'WESTBOUND FABYAN PKWY.  STATION IS 206 FT WEST OF CENTERLINE OF
 AJ2803'ENTRANCE TO KANE COUNTY SHERIFF'S DEPARTMENT/NORTH RADDANT
 AJ2803'RD, 25 FT NORTH OF BACK OF CURB, 10 FT SOUTH OF CENTERLINE OF BIKE
 AJ2803'PATH, 71.4 FT EAST OF PK NAIL IN 12 IN HONEYLOCUST TREE, AND 107.6 FT
 AJ2803'WEST SOUTHWEST OF PK NAIL IN 18 IN DECIDUOUS TREE.  STATION IS 72 FT
 AJ2803'NORTHWEST OF CLASS  II TRUCK ROUTE SIGN, 138.1 FT NORTH OF PK NAIL IN
 AJ2803'POWERPOLE,  103 FT SOUTH OF CENTERLINE OF SHERRIF'S DEPARTMENT
 AJ2803'ENTRANCE, AND 72 FT NORTHWEST OF ORANGE FIBERGLASS WITNESS
 AJ2803'POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ2803'DATUM POINT IS 0.40 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2803'PHYSICAL TIES.
 AJ2803' 
 AJ2803' 
 AJ2803' 
 AJ2803'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2788 ***********************************************************************
 AJ2788  DESIGNATION -  KAN31 1A
 AJ2788  PID         -  AJ2788
 AJ2788  STATE/COUNTY-  IL/KANE
 AJ2788  USGS QUAD   -  AURORA NORTH (1993)
 AJ2788
 AJ2788                         *CURRENT SURVEY CONTROL
 AJ2788  ___________________________________________________________________
 AJ2788* NAD 83(1997)-  41 47 13.71679(N)    088 19 15.09858(W)     ADJUSTED  
 AJ2788* NAVD 88     -       206.6    (meters)     678.     (feet)  GPS OBS   
 AJ2788  ___________________________________________________________________
 AJ2788  X           -     139,564.446 (meters)                     COMP
 AJ2788  Y           -  -4,760,870.261 (meters)                     COMP
 AJ2788  Z           -   4,228,120.582 (meters)                     COMP
 AJ2788  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AJ2788  ELLIP HEIGHT-         173.61  (meters)          (04/23/01) GPS OBS
 AJ2788  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AJ2788
 AJ2788  HORZ ORDER  -  FIRST
 AJ2788  ELLP ORDER  -  THIRD     CLASS I
 AJ2788
 AJ2788.The horizontal coordinates were established by GPS observations
 AJ2788.and adjusted by the National Geodetic Survey in April 2001..
 AJ2788
 AJ2788.The orthometric height was determined by GPS observations and a
 AJ2788.high-resolution geoid model.
 AJ2788
 AJ2788.Photographs are available for this station.
 AJ2788
 AJ2788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2788
 AJ2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2788
 AJ2788.The ellipsoidal height was determined by GPS observations
 AJ2788.and is referenced to NAD 83.
 AJ2788
 AJ2788.The geoid height was determined by GEOID03.
 AJ2788
 AJ2788;                    North         East     Units Scale Factor Converg.
 AJ2788;SPC IL E     -   568,461.051   301,036.777   MT  0.99997501   +0 00 29.9
 AJ2788;SPC IL E     - 1,865,025.96    987,651.49   sFT  0.99997501   +0 00 29.9
 AJ2788;UTM  16      - 4,626,986.566   390,244.550   MT  0.99974823   -0 52 48.9
 AJ2788
 AJ2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2788!SPC IL E     -   0.99997277  x   0.99997501  =   0.99994778
 AJ2788!UTM  16      -   0.99997277  x   0.99974823  =   0.99972101
 AJ2788
 AJ2788:                Primary Azimuth Mark                     Grid Az
 AJ2788:SPC IL E     -  KAN31 1B                                 343 59 18.0
 AJ2788:UTM  16      -  KAN31 1B                                 344 52 36.8
 AJ2788
 AJ2788|---------------------------------------------------------------------|
 AJ2788| PID    Reference Object                     Distance      Geod. Az  |
 AJ2788|                                                           dddmmss.s |
 AJ2788| AJ2790 KAN31 1B                            APPROX. 0.8 KM 3435947.9 |
 AJ2788|---------------------------------------------------------------------|
 AJ2788
 AJ2788                          SUPERSEDED SURVEY CONTROL
 AJ2788
 AJ2788.No superseded survey control is available for this station.
 AJ2788
 AJ2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9024526987(NAD 83)
 AJ2788_MARKER: I = METAL ROD
 AJ2788_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2788_STAMPING: KAN31-1A
 AJ2788_MARK LOGO: ILDT  
 AJ2788_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2788_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2788+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AJ2788_ROD/PIPE-DEPTH:  3.7 meters
 AJ2788_SLEEVE-DEPTH  :  0.9 meters
 AJ2788
 AJ2788  HISTORY     - Date     Condition        Report By
 AJ2788  HISTORY     - 20000606 MONUMENTED       SECI
 AJ2788
 AJ2788                          STATION DESCRIPTION
 AJ2788
 AJ2788'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2788'STATION IS LOCATED WITHIN THE CITY OF  NORTH AURORA, 4.6
 AJ2788'MI SOUTH OF BATAVIA IN SECTION 9, T38N, R8E.  TO REACH FROM THE
 AJ2788'JUNCTION OF IL RT 31 AND INTERSTATE 88 PROCEED SOUTH ON RT 31 0.6 MI
 AJ2788'TO THE STATION LOCATED 36.6 FT WEST OF THE SOUTHBOUND CENTERLINE
 AJ2788'OF RT 31.  STATION IS 205.7 FT SOUTHWEST OF PK NAIL IN POWER POLE
 AJ2788'(PP),
 AJ2788'151.3 FT SOUTH SOUTHEAST OF THE PROVINA MERCY CENTER SIGN, 91.3 FT
 AJ2788'SOUTH OF CENTERLINE OF THE ENTRANCE TO FRANKLIN COMMUNITY
 AJ2788'CORRECTIONAL CENTER, 84.5 FT SOUTH OF CENTERLINE OF THE PROVINA
 AJ2788'MERCY CENTER ENTRANCE, 84.0 FT SOUTHWEST OF THE HANDHOLE
 AJ2788'LOCATED IN THE MEDIAN OF RT 31, 212.6 FT NORTHWEST OF PK NAIL IN PP,
 AJ2788'AND 22 FT NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE-
 AJ2788'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.45
 AJ2788'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2788' 
 AJ2788' 
 AJ2788' 
 AJ2788' 
 AJ2788' 
 AJ2788' 
 AJ2788' 
 AJ2788' 
 AJ2788' 
 AJ2788' 
 AJ2788' 
 AJ2788'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2790 ***********************************************************************
 AJ2790  DESIGNATION -  KAN31 1B
 AJ2790  PID         -  AJ2790
 AJ2790  STATE/COUNTY-  IL/KANE
 AJ2790  USGS QUAD   -  AURORA NORTH (1993)
 AJ2790
 AJ2790                         *CURRENT SURVEY CONTROL
 AJ2790  ___________________________________________________________________
 AJ2790* NAD 83(1997)-  41 47 39.71868(N)    088 19 25.06419(W)     ADJUSTED  
 AJ2790* NAVD 88     -       210.1    (meters)     689.     (feet)  GPS OBS   
 AJ2790  ___________________________________________________________________
 AJ2790  X           -     139,318.862 (meters)                     COMP
 AJ2790  Y           -  -4,760,345.208 (meters)                     COMP
 AJ2790  Z           -   4,228,721.056 (meters)                     COMP
 AJ2790  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AJ2790  ELLIP HEIGHT-         177.11  (meters)          (04/23/01) GPS OBS
 AJ2790  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AJ2790
 AJ2790  HORZ ORDER  -  FIRST
 AJ2790  ELLP ORDER  -  THIRD     CLASS I
 AJ2790
 AJ2790.The horizontal coordinates were established by GPS observations
 AJ2790.and adjusted by the National Geodetic Survey in April 2001..
 AJ2790
 AJ2790.The orthometric height was determined by GPS observations and a
 AJ2790.high-resolution geoid model.
 AJ2790
 AJ2790.Photographs are available for this station.
 AJ2790
 AJ2790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2790
 AJ2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2790
 AJ2790.The ellipsoidal height was determined by GPS observations
 AJ2790.and is referenced to NAD 83.
 AJ2790
 AJ2790.The geoid height was determined by GEOID03.
 AJ2790
 AJ2790;                    North         East     Units Scale Factor Converg.
 AJ2790;SPC IL E     -   569,263.226   300,806.579   MT  0.99997501   +0 00 23.3
 AJ2790;SPC IL E     - 1,867,657.77    986,896.25   sFT  0.99997501   +0 00 23.3
 AJ2790;UTM  16      - 4,627,792.032   390,026.871   MT  0.99974882   -0 52 56.0
 AJ2790
 AJ2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2790!SPC IL E     -   0.99997222  x   0.99997501  =   0.99994723
 AJ2790!UTM  16      -   0.99997222  x   0.99974882  =   0.99972105
 AJ2790
 AJ2790:                Primary Azimuth Mark                     Grid Az
 AJ2790:SPC IL E     -  KAN31 1A                                 163 59 17.9
 AJ2790:UTM  16      -  KAN31 1A                                 164 52 37.2
 AJ2790
 AJ2790|---------------------------------------------------------------------|
 AJ2790| PID    Reference Object                     Distance      Geod. Az  |
 AJ2790|                                                           dddmmss.s |
 AJ2790| AJ2788 KAN31 1A                            APPROX. 0.8 KM 1635941.2 |
 AJ2790|---------------------------------------------------------------------|
 AJ2790
 AJ2790                          SUPERSEDED SURVEY CONTROL
 AJ2790
 AJ2790.No superseded survey control is available for this station.
 AJ2790
 AJ2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9002727792(NAD 83)
 AJ2790_MARKER: I = METAL ROD
 AJ2790_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2790_STAMPING: KAN31-1B
 AJ2790_MARK LOGO: ILDT  
 AJ2790_PROJECTION: FLUSH
 AJ2790_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2790+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AJ2790_ROD/PIPE-DEPTH:  5.5 meters
 AJ2790_SLEEVE-DEPTH  :  0.9 meters
 AJ2790
 AJ2790  HISTORY     - Date     Condition        Report By
 AJ2790  HISTORY     - 20000606 MONUMENTED       SECI
 AJ2790
 AJ2790                          STATION DESCRIPTION
 AJ2790
 AJ2790'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2790'STATION IS LOCATED WITHIN THE CITY LIMITS OF NORTH AURORA IN
 AJ2790'SECTION 9, T38N, R8E.  TO REACH FROM THE INTERSECTION OF IL RT 31 AND
 AJ2790'INTERSTATE 88 PROCEED SOUTH ON IL RT 31 FOR 0.10 MI TO STATION 38.8
 AJ2790'FT WEST OF CENTERLINE OF SOUTHBOUND LANES.  STATION IS 170 FT
 AJ2790'NORTH OF INTERSTATE 88 ON RAMP, 31.5 FT SOUTH SOUTHEAST OF
 AJ2790'FREEWAY SIGN, 127 FT WEST OF PK NAIL IN POWERPOLE(PP), 139 FT
 AJ2790'SOUTHWEST OF PK NAIL IN PP, 221 FT SOUTHWEST OF PK NAIL IN PP, AND
 AJ2790'31.5 FT SOUTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ2790'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.60 FT BELOW
 AJ2790'CAP.  PK NAILS SET IN WOOD PHYSICAL TIES.
 AJ2790' 
 AJ2790' 
 AJ2790' 
 AJ2790'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2814 ***********************************************************************
 AJ2814  DESIGNATION -  KAN31 2A
 AJ2814  PID         -  AJ2814
 AJ2814  STATE/COUNTY-  IL/KANE
 AJ2814  USGS QUAD   -  GENEVA (1993)
 AJ2814
 AJ2814                         *CURRENT SURVEY CONTROL
 AJ2814  ___________________________________________________________________
 AJ2814* NAD 83(1997)-  41 56 48.84775(N)    088 19 05.24951(W)     ADJUSTED  
 AJ2814* NAVD 88     -       225.8    (meters)     741.     (feet)  GPS OBS   
 AJ2814  ___________________________________________________________________
 AJ2814  X           -     139,444.595 (meters)                     COMP
 AJ2814  Y           -  -4,749,039.711 (meters)                     COMP
 AJ2814  Z           -   4,241,347.859 (meters)                     COMP
 AJ2814  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AJ2814  ELLIP HEIGHT-         192.56  (meters)          (02/03/05) GPS OBS
 AJ2814  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AJ2814
 AJ2814  HORZ ORDER  -  FIRST
 AJ2814  ELLP ORDER  -  FOURTH    CLASS II
 AJ2814
 AJ2814.The horizontal coordinates were established by GPS observations
 AJ2814.and adjusted by the National Geodetic Survey in April 2001..
 AJ2814
 AJ2814.The orthometric height was determined by GPS observations and a
 AJ2814.high-resolution geoid model.
 AJ2814
 AJ2814.Photographs are available for this station.
 AJ2814
 AJ2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2814
 AJ2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2814
 AJ2814.The ellipsoidal height was determined by GPS observations
 AJ2814.and is referenced to NAD 83.
 AJ2814
 AJ2814.The geoid height was determined by GEOID03.
 AJ2814
 AJ2814;                    North         East     Units Scale Factor Converg.
 AJ2814;SPC IL E     -   586,205.144   301,261.049   MT  0.99997502   +0 00 36.6
 AJ2814;SPC IL E     - 1,923,241.38    988,387.29   sFT  0.99997502   +0 00 36.6
 AJ2814;UTM  16      - 4,644,721.000   390,744.285   MT  0.99974688   -0 52 52.2
 AJ2814
 AJ2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2814!SPC IL E     -   0.99996980  x   0.99997502  =   0.99994482
 AJ2814!UTM  16      -   0.99996980  x   0.99974688  =   0.99971669
 AJ2814
 AJ2814:                Primary Azimuth Mark                     Grid Az
 AJ2814:SPC IL E     -  KAN31 2B                                 009 01 15.3
 AJ2814:UTM  16      -  KAN31 2B                                 009 54 44.1
 AJ2814
 AJ2814|---------------------------------------------------------------------|
 AJ2814| PID    Reference Object                     Distance      Geod. Az  |
 AJ2814|                                                           dddmmss.s |
 AJ2814| AJ2818 KAN31 2B                            APPROX. 0.6 KM 0090151.9 |
 AJ2814|---------------------------------------------------------------------|
 AJ2814
 AJ2814                          SUPERSEDED SURVEY CONTROL
 AJ2814
 AJ2814  ELLIP H (04/23/01)  192.60   (m)                       GP(       ) 3 1
 AJ2814
 AJ2814.Superseded values are not recommended for survey control.
 AJ2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2814.See file dsdata.txt to determine how the superseded data were derived.
 AJ2814
 AJ2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9074444721(NAD 83)
 AJ2814_MARKER: I = METAL ROD
 AJ2814_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2814_STAMPING: KAN31-2A
 AJ2814_MARK LOGO: ILDT  
 AJ2814_PROJECTION: RECESSED 15 CENTIMETERS
 AJ2814_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2814+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 AJ2814_ROD/PIPE-DEPTH: 12.2 meters
 AJ2814_SLEEVE-DEPTH  :  0.9 meters
 AJ2814
 AJ2814  HISTORY     - Date     Condition        Report By
 AJ2814  HISTORY     - 20000605 MONUMENTED       SECI
 AJ2814  HISTORY     - 20060726 GOOD             USGSNP
 AJ2814
 AJ2814                          STATION DESCRIPTION
 AJ2814
 AJ2814'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2814'STATION IS LOCATED WITHIN THE CITY OF ST. CHARLES  APPROXIMATELY 2.4
 AJ2814'MI WEST OF WAYNE, 3.4 MI NORTH OF GENEVA IN SECTION 15, T40N, R8E.  TO
 AJ2814'REACH FROM THE JUNCTION OF IL RT 31 AND IL RT 64 PROCEED NORTH ON
 AJ2814'IL RT 31 2.2 MI TO THE STATION LOCATED 30.4 FT WEST OF CENTERLINE OF
 AJ2814'IL
 AJ2814'RT 31.  STATION IS LOCATED 460 FT SOUTH OF CENTERLINE OF ENTRANCE
 AJ2814'TO ST CHARLES HIGH SCHOOL, 350 FT NORTH OF CENTERLINE OF BLUFF RD,
 AJ2814'0.70 MI NORTH OF CRANE RD, 380 FT NORTH OF CENTERLINE OF ADDRESS
 AJ2814'5N264, 224 FT NORTH OF POWERPOLE (PP), 75.5 FT NORTH OF PP, 99 FT
 AJ2814'NORTHWEST OF PP, 78.4 FT SOUTHWEST OF PP, 94.6 FT SOUTH OF PP, 61 FT
 AJ2814'NORTH-NORTHEAST OF SANITARY MANHOLE, AND 2 FT WEST OF ORANGE
 AJ2814'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2814'INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ2814'WOOD PHYSICAL TIES. (WB)
 AJ2814' 
 AJ2814' 
 AJ2814' 
 AJ2814' 
 AJ2814' 
 AJ2814' 
 AJ2814' 
 AJ2814' 
 AJ2814' 
 AJ2814' 
 AJ2814'
 AJ2814
 AJ2814                          STATION RECOVERY (2006)
 AJ2814
 AJ2814'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 AJ2814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2818 ***********************************************************************
 AJ2818  DESIGNATION -  KAN31 2B
 AJ2818  PID         -  AJ2818
 AJ2818  STATE/COUNTY-  IL/KANE
 AJ2818  USGS QUAD   -  GENEVA (1993)
 AJ2818
 AJ2818                         *CURRENT SURVEY CONTROL
 AJ2818  ___________________________________________________________________
 AJ2818* NAD 83(1997)-  41 57 07.46633(N)    088 19 01.28522(W)     ADJUSTED  
 AJ2818* NAVD 88     -       229.9    (meters)     754.     (feet)  GPS OBS   
 AJ2818  ___________________________________________________________________
 AJ2818  X           -     139,524.681 (meters)                     COMP
 AJ2818  Y           -  -4,748,656.273 (meters)                     COMP
 AJ2818  Z           -   4,241,777.889 (meters)                     COMP
 AJ2818  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AJ2818  ELLIP HEIGHT-         196.72  (meters)          (04/23/01) GPS OBS
 AJ2818  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AJ2818
 AJ2818  HORZ ORDER  -  FIRST
 AJ2818  ELLP ORDER  -  THIRD     CLASS I
 AJ2818
 AJ2818.The horizontal coordinates were established by GPS observations
 AJ2818.and adjusted by the National Geodetic Survey in April 2001..
 AJ2818
 AJ2818.The orthometric height was determined by GPS observations and a
 AJ2818.high-resolution geoid model.
 AJ2818
 AJ2818.Photographs are available for this station.
 AJ2818
 AJ2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2818
 AJ2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2818
 AJ2818.The ellipsoidal height was determined by GPS observations
 AJ2818.and is referenced to NAD 83.
 AJ2818
 AJ2818.The geoid height was determined by GEOID03.
 AJ2818
 AJ2818;                    North         East     Units Scale Factor Converg.
 AJ2818;SPC IL E     -   586,779.593   301,352.248   MT  0.99997502   +0 00 39.3
 AJ2818;SPC IL E     - 1,925,126.05    988,686.50   sFT  0.99997502   +0 00 39.3
 AJ2818;UTM  16      - 4,645,293.830   390,844.386   MT  0.99974661   -0 52 49.9
 AJ2818
 AJ2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2818!SPC IL E     -   0.99996915  x   0.99997502  =   0.99994417
 AJ2818!UTM  16      -   0.99996915  x   0.99974661  =   0.99971576
 AJ2818
 AJ2818:                Primary Azimuth Mark                     Grid Az
 AJ2818:SPC IL E     -  KAN31 2A                                 189 01 15.2
 AJ2818:UTM  16      -  KAN31 2A                                 189 54 44.4
 AJ2818
 AJ2818|---------------------------------------------------------------------|
 AJ2818| PID    Reference Object                     Distance      Geod. Az  |
 AJ2818|                                                           dddmmss.s |
 AJ2818| AJ2814 KAN31 2A                            APPROX. 0.6 KM 1890154.5 |
 AJ2818|---------------------------------------------------------------------|
 AJ2818
 AJ2818                          SUPERSEDED SURVEY CONTROL
 AJ2818
 AJ2818.No superseded survey control is available for this station.
 AJ2818
 AJ2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9084445294(NAD 83)
 AJ2818_MARKER: I = METAL ROD
 AJ2818_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2818_STAMPING: KAN31-2B
 AJ2818_MARK LOGO: ILDT  
 AJ2818_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2818_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2818+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 AJ2818_ROD/PIPE-DEPTH:  4.9 meters
 AJ2818_SLEEVE-DEPTH  :  0.9 meters
 AJ2818
 AJ2818  HISTORY     - Date     Condition        Report By
 AJ2818  HISTORY     - 20000605 MONUMENTED       SECI
 AJ2818  HISTORY     - 20060726 GOOD             USGSNP
 AJ2818
 AJ2818                          STATION DESCRIPTION
 AJ2818
 AJ2818'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2818'STATION IS LOCATED WITHIN THE CITY OF ST. CHARLES  APPROXIMATELY 2.3
 AJ2818'MI WEST OF WAYNE, 3.8 MI NORTH OF GENEVA IN SECTION 15, T40N, R8E.  TO
 AJ2818'REACH FROM THE JUNCTION OF IL RT 31 AND IL RT 64 PROCEED NORTH ON
 AJ2818'IL RT 31 2.6 MI TO THE STATION LOCATED 36.9 FT EAST OF CENTERLINE OF
 AJ2818'IL
 AJ2818'RT 31.  STATION IS LOCATED 300 FT NORTH OF RED GATE RD, 150 FT SOUTH
 AJ2818'OF CENTERLINE OF GRAVEL ENTRANCE TO KANE COUNTY FOREST
 AJ2818'PRESERVE, 26.8 FT NORTH OF CENTERLINE OF BITUMINOUS DRIVE TO
 AJ2818'ADDRESS 5N746, 124 FT SOUTHEAST OF POWERPOLE (PP), 85 FT NORTHEAST
 AJ2818'OF PP, 31.5 FT SOUTH-SOUTHEAST OF PP, AND 2 FT WEST OF ORANGE
 AJ2818'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2818'INCH LOGO CAP.  DATUM POINT IS 0.75 FT BELOW CAP.  PK NAILS WERE SET
 AJ2818'IN WOOD PHYSICAL TIES. (WB)
 AJ2818' 
 AJ2818' 
 AJ2818' 
 AJ2818' 
 AJ2818' 
 AJ2818' 
 AJ2818' 
 AJ2818' 
 AJ2818' 
 AJ2818' 
 AJ2818'
 AJ2818
 AJ2818                          STATION RECOVERY (2006)
 AJ2818
 AJ2818'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2006 (MUP)
 AJ2818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2781 ***********************************************************************
 AJ2781  DESIGNATION -  KAN47 1A
 AJ2781  PID         -  AJ2781
 AJ2781  STATE/COUNTY-  IL/KANE
 AJ2781  USGS QUAD   -  YORKVILLE (1993)
 AJ2781
 AJ2781                         *CURRENT SURVEY CONTROL
 AJ2781  ___________________________________________________________________
 AJ2781* NAD 83(1997)-  41 44 24.33606(N)    088 26 37.57000(W)     ADJUSTED  
 AJ2781* NAVD 88     -       203.7    (meters)     668.     (feet)  GPS OBS   
 AJ2781  ___________________________________________________________________
 AJ2781  X           -     129,445.767 (meters)                     COMP
 AJ2781  Y           -  -4,764,636.014 (meters)                     COMP
 AJ2781  Z           -   4,224,220.602 (meters)                     COMP
 AJ2781  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AJ2781  ELLIP HEIGHT-         170.68  (meters)          (02/03/05) GPS OBS
 AJ2781  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AJ2781
 AJ2781  HORZ ORDER  -  FIRST
 AJ2781  ELLP ORDER  -  FOURTH    CLASS II
 AJ2781
 AJ2781.The horizontal coordinates were established by GPS observations
 AJ2781.and adjusted by the National Geodetic Survey in April 2001..
 AJ2781
 AJ2781.The orthometric height was determined by GPS observations and a
 AJ2781.high-resolution geoid model.
 AJ2781
 AJ2781.Photographs are available for this station.
 AJ2781
 AJ2781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2781
 AJ2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2781
 AJ2781.The ellipsoidal height was determined by GPS observations
 AJ2781.and is referenced to NAD 83.
 AJ2781
 AJ2781.The geoid height was determined by GEOID03.
 AJ2781
 AJ2781;                    North         East     Units Scale Factor Converg.
 AJ2781;SPC IL E     -   563,241.196   290,813.375   MT  0.99997604   -0 04 24.7
 AJ2781;SPC IL E     - 1,847,900.49    954,110.21   sFT  0.99997604   -0 04 24.7
 AJ2781;UTM  16      - 4,621,926.888   379,943.656   MT  0.99977737   -0 57 40.7
 AJ2781
 AJ2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2781!SPC IL E     -   0.99997323  x   0.99997604  =   0.99994927
 AJ2781!UTM  16      -   0.99997323  x   0.99977737  =   0.99975061
 AJ2781
 AJ2781:                Primary Azimuth Mark                     Grid Az
 AJ2781:SPC IL E     -  KAN47 1B                                 001 14 01.9
 AJ2781:UTM  16      -  KAN47 1B                                 002 07 17.9
 AJ2781
 AJ2781|---------------------------------------------------------------------|
 AJ2781| PID    Reference Object                     Distance      Geod. Az  |
 AJ2781|                                                           dddmmss.s |
 AJ2781| AJ2784 KAN47 1B                            APPROX. 0.8 KM 0010937.2 |
 AJ2781|---------------------------------------------------------------------|
 AJ2781
 AJ2781                          SUPERSEDED SURVEY CONTROL
 AJ2781
 AJ2781  ELLIP H (04/23/01)  170.72   (m)                       GP(       ) 3 1
 AJ2781
 AJ2781.Superseded values are not recommended for survey control.
 AJ2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2781.See file dsdata.txt to determine how the superseded data were derived.
 AJ2781
 AJ2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7994421927(NAD 83)
 AJ2781_MARKER: I = METAL ROD
 AJ2781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2781_STAMPING: KAN47-1A
 AJ2781_MARK LOGO: ILDT  
 AJ2781_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2781_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2781+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AJ2781_ROD/PIPE-DEPTH:  3.7 meters
 AJ2781_SLEEVE-DEPTH  :  0.9 meters
 AJ2781
 AJ2781  HISTORY     - Date     Condition        Report By
 AJ2781  HISTORY     - 20000606 MONUMENTED       SECI
 AJ2781
 AJ2781                          STATION DESCRIPTION
 AJ2781
 AJ2781'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2781'STATION IS LOCATED APPROXIMATELY 2.0 MI SOUTH OF SUGAR GROVE, 4.6
 AJ2781'MI WEST OF MONTGOMERY IN SECTION 28, T38N, R7E.  TO REACH FROM THE
 AJ2781'JUNCTION OF IL RT 47 AND US RT 30 PROCEED SOUTH ON RT 47 FOR 1.6 MI
 AJ2781'TO THE STATION LOCATED 38.5 FT WEST OF THE CENTERLINE OF RT 47, 0.8
 AJ2781'MI NORTH OF JERICHO RD.  STATION IS 1.3 MI NORTH OF KANE/KENDALL
 AJ2781'COUNTY LINE, 220.2 FT SOUTHWEST OF PK NAIL IN POWER POLE (PP), 148.8
 AJ2781'FT SOUTH SOUTHWEST OF THE GUARD RAIL, 100 FT SOUTHWEST OF THE
 AJ2781'GUARD RAIL ON THE EAST SIDE OF RT 47, 167.7 FT NORTHWEST OF PK NAIL
 AJ2781'IN PP, 83.2 FT WEST OF PK NAIL IN PP, 57.0 FT NORTH OF CENTERLINE OF
 AJ2781'FIELD ENTRANCE, AND 2 FT EAST OF AN ORANGE FIBERGLASS WITNESS
 AJ2781'POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2781'POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2781'(WB)
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781' 
 AJ2781'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2784 ***********************************************************************
 AJ2784  DESIGNATION -  KAN47 1B
 AJ2784  PID         -  AJ2784
 AJ2784  STATE/COUNTY-  IL/KANE
 AJ2784  USGS QUAD   -  YORKVILLE (1993)
 AJ2784
 AJ2784                         *CURRENT SURVEY CONTROL
 AJ2784  ___________________________________________________________________
 AJ2784* NAD 83(1997)-  41 44 51.67519(N)    088 26 36.83059(W)     ADJUSTED  
 AJ2784* NAVD 88     -       217.8    (meters)     715.     (feet)  GPS OBS   
 AJ2784  ___________________________________________________________________
 AJ2784  X           -     129,447.878 (meters)                     COMP
 AJ2784  Y           -  -4,764,084.663 (meters)                     COMP
 AJ2784  Z           -   4,224,859.342 (meters)                     COMP
 AJ2784  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AJ2784  ELLIP HEIGHT-         184.77  (meters)          (04/23/01) GPS OBS
 AJ2784  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AJ2784
 AJ2784  HORZ ORDER  -  FIRST
 AJ2784  ELLP ORDER  -  THIRD     CLASS I
 AJ2784
 AJ2784.The horizontal coordinates were established by GPS observations
 AJ2784.and adjusted by the National Geodetic Survey in April 2001..
 AJ2784
 AJ2784.The orthometric height was determined by GPS observations and a
 AJ2784.high-resolution geoid model.
 AJ2784
 AJ2784.Photographs are available for this station.
 AJ2784
 AJ2784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2784
 AJ2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2784
 AJ2784.The ellipsoidal height was determined by GPS observations
 AJ2784.and is referenced to NAD 83.
 AJ2784
 AJ2784.The geoid height was determined by GEOID03.
 AJ2784
 AJ2784;                    North         East     Units Scale Factor Converg.
 AJ2784;SPC IL E     -   564,084.628   290,831.541   MT  0.99997603   -0 04 24.2
 AJ2784;SPC IL E     - 1,850,667.65    954,169.81   sFT  0.99997603   -0 04 24.2
 AJ2784;UTM  16      - 4,622,769.770   379,974.883   MT  0.99977728   -0 57 40.7
 AJ2784
 AJ2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2784!SPC IL E     -   0.99997102  x   0.99997603  =   0.99994705
 AJ2784!UTM  16      -   0.99997102  x   0.99977728  =   0.99974831
 AJ2784
 AJ2784:                Primary Azimuth Mark                     Grid Az
 AJ2784:SPC IL E     -  KAN47 1A                                 181 14 01.9
 AJ2784:UTM  16      -  KAN47 1A                                 182 07 18.4
 AJ2784
 AJ2784|---------------------------------------------------------------------|
 AJ2784| PID    Reference Object                     Distance      Geod. Az  |
 AJ2784|                                                           dddmmss.s |
 AJ2784| AJ2781 KAN47 1A                            APPROX. 0.8 KM 1810937.7 |
 AJ2784|---------------------------------------------------------------------|
 AJ2784
 AJ2784                          SUPERSEDED SURVEY CONTROL
 AJ2784
 AJ2784.No superseded survey control is available for this station.
 AJ2784
 AJ2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7997522770(NAD 83)
 AJ2784_MARKER: I = METAL ROD
 AJ2784_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2784_STAMPING: KAN47-1B
 AJ2784_MARK LOGO: ILDT  
 AJ2784_PROJECTION: FLUSH
 AJ2784_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2784+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AJ2784_ROD/PIPE-DEPTH:  6.1 meters
 AJ2784_SLEEVE-DEPTH  :  0.9 meters
 AJ2784
 AJ2784  HISTORY     - Date     Condition        Report By
 AJ2784  HISTORY     - 20000606 MONUMENTED       SECI
 AJ2784  HISTORY     - 20030811 POOR             INDIV
 AJ2784
 AJ2784                          STATION DESCRIPTION
 AJ2784
 AJ2784'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2784'STATION IS LOCATED WITHIN THE CITY LIMITS OF SUGAR GROVE, 4.8
 AJ2784'MI NORTHWEST OF MONTGOMERY IN SECTION 28, T38N, R7E.  TO REACH
 AJ2784'FROM THE JUNCTION OF IL RT 47 AND RT 30 PROCEED SOUTH ON RT 47 FOR
 AJ2784'1.2 MI TO THE STATION LOCATED 35.4 FT EAST OF THE CENTERLINE OF IL
 AJ2784'RT 47.  STATION IS 1.3 MI NORTH OF JERICHO RD, 1.80 MI NORTH OF
 AJ2784'KANE/KENDALL COUNTY LINE, 200 FT NORTH OF CENTERLINE OF AN
 AJ2784'AGGREGATE DRIVEWAY ADDRESS 85191, 185.8 FT SOUTH OF AN
 AJ2784'AGGREGATE FIELD ENTRANCE, 212.0 FT SOUTH SOUTHWEST OF A PK NAIL IN
 AJ2784'POWER POLE (PP), 139.4 FT NORTH OF A PK NAIL IN PP, 35.1 FT SOUTH
 AJ2784'SOUTHWEST OF A PK NAIL IN PP, AND 2 FT WEST OF AN ORANGE
 AJ2784'FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2784'INCH LOGO CAP.  DATUM POINT NIS 0.50 FT BELOW CAP.  PK NAILS WERE SET
 AJ2784'IN WOOD PHYSICAL TIES. (WB)
 AJ2784' 
 AJ2784' 
 AJ2784' 
 AJ2784' 
 AJ2784' 
 AJ2784' 
 AJ2784' 
 AJ2784' 
 AJ2784' 
 AJ2784' 
 AJ2784' 
 AJ2784'
 AJ2784
 AJ2784                          STATION RECOVERY (2003)
 AJ2784
 AJ2784'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 AJ2784'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2787 ***********************************************************************
 AJ2787  DESIGNATION -  KAN47 2A
 AJ2787  PID         -  AJ2787
 AJ2787  STATE/COUNTY-  IL/KANE
 AJ2787  USGS QUAD   -  SUGAR GROVE (1993)
 AJ2787
 AJ2787                         *CURRENT SURVEY CONTROL
 AJ2787  ___________________________________________________________________
 AJ2787* NAD 83(1997)-  41 47 15.36421(N)    088 27 12.61153(W)     ADJUSTED  
 AJ2787* NAVD 88     -       211.9    (meters)     695.     (feet)  GPS OBS   
 AJ2787  ___________________________________________________________________
 AJ2787  X           -     128,541.629 (meters)                     COMP
 AJ2787  Y           -  -4,761,150.649 (meters)                     COMP
 AJ2787  Z           -   4,228,161.972 (meters)                     COMP
 AJ2787  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AJ2787  ELLIP HEIGHT-         178.85  (meters)          (02/03/05) GPS OBS
 AJ2787  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AJ2787
 AJ2787  HORZ ORDER  -  FIRST
 AJ2787  ELLP ORDER  -  FOURTH    CLASS II
 AJ2787
 AJ2787.The horizontal coordinates were established by GPS observations
 AJ2787.and adjusted by the National Geodetic Survey in April 2001..
 AJ2787
 AJ2787.The orthometric height was determined by GPS observations and a
 AJ2787.high-resolution geoid model.
 AJ2787
 AJ2787.Photographs are available for this station.
 AJ2787
 AJ2787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2787
 AJ2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2787
 AJ2787.The ellipsoidal height was determined by GPS observations
 AJ2787.and is referenced to NAD 83.
 AJ2787
 AJ2787.The geoid height was determined by GEOID03.
 AJ2787
 AJ2787;                    North         East     Units Scale Factor Converg.
 AJ2787;SPC IL E     -   568,518.782   290,011.044   MT  0.99997623   -0 04 48.3
 AJ2787;SPC IL E     - 1,865,215.37    951,477.90   sFT  0.99997623   -0 04 48.3
 AJ2787;UTM  16      - 4,627,215.231   379,223.373   MT  0.99977950   -0 58 07.3
 AJ2787
 AJ2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2787!SPC IL E     -   0.99997195  x   0.99997623  =   0.99994818
 AJ2787!UTM  16      -   0.99997195  x   0.99977950  =   0.99975146
 AJ2787
 AJ2787:                Primary Azimuth Mark                     Grid Az
 AJ2787:SPC IL E     -  KAN47 2B                                 306 57 00.1
 AJ2787:UTM  16      -  KAN47 2B                                 307 50 19.1
 AJ2787
 AJ2787|---------------------------------------------------------------------|
 AJ2787| PID    Reference Object                     Distance      Geod. Az  |
 AJ2787|                                                           dddmmss.s |
 AJ2787| AJ2789 KAN47 2B                            APPROX. 0.7 KM 3065211.8 |
 AJ2787|---------------------------------------------------------------------|
 AJ2787
 AJ2787                          SUPERSEDED SURVEY CONTROL
 AJ2787
 AJ2787  ELLIP H (04/23/01)  178.90   (m)                       GP(       ) 3 1
 AJ2787
 AJ2787.Superseded values are not recommended for survey control.
 AJ2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2787.See file dsdata.txt to determine how the superseded data were derived.
 AJ2787
 AJ2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7922327215(NAD 83)
 AJ2787_MARKER: I = METAL ROD
 AJ2787_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2787_STAMPING: KAN47-2A
 AJ2787_MARK LOGO: ILDT  
 AJ2787_PROJECTION: FLUSH
 AJ2787_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2787+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 AJ2787_ROD/PIPE-DEPTH:  9.8 meters
 AJ2787_SLEEVE-DEPTH  :  0.9 meters
 AJ2787
 AJ2787  HISTORY     - Date     Condition        Report By
 AJ2787  HISTORY     - 20000601 MONUMENTED       SECI
 AJ2787
 AJ2787                          STATION DESCRIPTION
 AJ2787
 AJ2787'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2787'STATION IS LOCATED WITHIN THE CITY OF SUGAR GROVE, 4.8
 AJ2787'MI NORTHWEST OF AURORA IN SECTION 8, T38N, R7E.  TO REACH FROM THE
 AJ2787'JUNCTION OF IL RT 47 AND RT 30 PROCEED NORTH ON RT 47 FOR 1.7 MI TO
 AJ2787'THE STATION LOCATED 36.2 FT WEST OF THE SOUTHBOUND CENTERLINE OF
 AJ2787'RT 47, 0.28 MI NORTH OF KA-DE-KA RD.  STATION IS 276.9 FT NORTHWEST OF
 AJ2787'PK NAIL IN POWER POLE (PP), 217.3 FTSOUTH SOUTHEAST OF PK NAIL IN PP,
 AJ2787'51.7 FT SOUTHEAST OF PK NAIL IN PP, 81.4 FT NORTHWEST OF THE GRAVEL
 AJ2787'FIELD ENTRANCE, AND 2 FT NORTHEAST OF AN ORANGE FIBERGLASS
 AJ2787'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2787'CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2787'PHYSICAL TIES.  (MH)
 AJ2787' 
 AJ2787' 
 AJ2787' 
 AJ2787' 
 AJ2787'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2789 ***********************************************************************
 AJ2789  DESIGNATION -  KAN47 2B
 AJ2789  PID         -  AJ2789
 AJ2789  STATE/COUNTY-  IL/KANE
 AJ2789  USGS QUAD   -  SUGAR GROVE (1993)
 AJ2789
 AJ2789                         *CURRENT SURVEY CONTROL
 AJ2789  ___________________________________________________________________
 AJ2789* NAD 83(1997)-  41 47 29.70997(N)    088 27 38.17210(W)     ADJUSTED  
 AJ2789* NAVD 88     -       220.1    (meters)     722.     (feet)  GPS OBS   
 AJ2789  ___________________________________________________________________
 AJ2789  X           -     127,943.862 (meters)                     COMP
 AJ2789  Y           -  -4,760,877.823 (meters)                     COMP
 AJ2789  Z           -   4,228,497.470 (meters)                     COMP
 AJ2789  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AJ2789  ELLIP HEIGHT-         187.08  (meters)          (04/23/01) GPS OBS
 AJ2789  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AJ2789
 AJ2789  HORZ ORDER  -  FIRST
 AJ2789  ELLP ORDER  -  THIRD     CLASS I
 AJ2789
 AJ2789.The horizontal coordinates were established by GPS observations
 AJ2789.and adjusted by the National Geodetic Survey in April 2001..
 AJ2789
 AJ2789.The orthometric height was determined by GPS observations and a
 AJ2789.high-resolution geoid model.
 AJ2789
 AJ2789.Photographs are available for this station.
 AJ2789
 AJ2789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2789
 AJ2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2789
 AJ2789.The ellipsoidal height was determined by GPS observations
 AJ2789.and is referenced to NAD 83.
 AJ2789
 AJ2789.The geoid height was determined by GEOID03.
 AJ2789
 AJ2789;                    North         East     Units Scale Factor Converg.
 AJ2789;SPC IL E     -   568,962.223   289,421.508   MT  0.99997638   -0 05 05.3
 AJ2789;SPC IL E     - 1,866,670.23    949,543.73   sFT  0.99997638   -0 05 05.3
 AJ2789;UTM  16      - 4,627,667.674   378,640.900   MT  0.99978124   -0 58 24.6
 AJ2789
 AJ2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2789!SPC IL E     -   0.99997066  x   0.99997638  =   0.99994704
 AJ2789!UTM  16      -   0.99997066  x   0.99978124  =   0.99975190
 AJ2789
 AJ2789:                Primary Azimuth Mark                     Grid Az
 AJ2789:SPC IL E     -  KAN47 2A                                 126 57 00.1
 AJ2789:UTM  16      -  KAN47 2A                                 127 50 19.4
 AJ2789
 AJ2789|---------------------------------------------------------------------|
 AJ2789| PID    Reference Object                     Distance      Geod. Az  |
 AJ2789|                                                           dddmmss.s |
 AJ2789| AJ2787 KAN47 2A                            APPROX. 0.7 KM 1265154.8 |
 AJ2789|---------------------------------------------------------------------|
 AJ2789
 AJ2789                          SUPERSEDED SURVEY CONTROL
 AJ2789
 AJ2789.No superseded survey control is available for this station.
 AJ2789
 AJ2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7864127668(NAD 83)
 AJ2789_MARKER: I = METAL ROD
 AJ2789_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2789_STAMPING: KAN47-2B
 AJ2789_MARK LOGO: ILDT  
 AJ2789_PROJECTION: FLUSH
 AJ2789_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2789+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 AJ2789_ROD/PIPE-DEPTH: 15.8 meters
 AJ2789_SLEEVE-DEPTH  :  0.9 meters
 AJ2789
 AJ2789  HISTORY     - Date     Condition        Report By
 AJ2789  HISTORY     - 20000601 MONUMENTED       SECI
 AJ2789
 AJ2789                          STATION DESCRIPTION
 AJ2789
 AJ2789'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2789'STATION IS LOCATED WITHIN THE CITY LIMITS OF SUGAR GROVE IN SECTION
 AJ2789'8, T38N, R7E.  TO REACH FROM THE JUNCTION OF IL RT 56 AND IL RT 47
 AJ2789'PROCEED NORTH ON IL RT 47 FOR 2.0 MILES TO STATION 46.5 FT WEST OF
 AJ2789'CENTERLINE OF SOUTHBOUND LANES.  STATION IS 0.10 MI SOUTH OF
 AJ2789'HARTER RD, 10.3 FT NORTHWEST OF METAL CULVERT, 15 FT NORTHEAST OF
 AJ2789'VILLAGE OF SUGAR GROVE SIGN, AND 210 FT SOUTHEAST OF DEAD END
 AJ2789'BITUMINOUS RD.  STATION IS 188 FT NORTHEAST OF PK NAIL IN
 AJ2789'POWERPOLE(PP), 22 FT EAST OF PK NAIL IN PP, 186 FT SOUTHEAST OF PK
 AJ2789'NAIL IN PP, AND 2.0 FT EAST OF ORANGE FIBERGLASS WITNESS POST.  NOTE-
 AJ2789'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.50
 AJ2789'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2789' 
 AJ2789' 
 AJ2789' 
 AJ2789'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2807 ***********************************************************************
 AJ2807  DESIGNATION -  KAN47 3A
 AJ2807  PID         -  AJ2807
 AJ2807  STATE/COUNTY-  IL/KANE
 AJ2807  USGS QUAD   -  ELBURN (1993)
 AJ2807
 AJ2807                         *CURRENT SURVEY CONTROL
 AJ2807  ___________________________________________________________________
 AJ2807* NAD 83(1997)-  41 54 04.80607(N)    088 28 19.71433(W)     ADJUSTED  
 AJ2807* NAVD 88     -       275.8    (meters)     905.     (feet)  GPS OBS   
 AJ2807  ___________________________________________________________________
 AJ2807  X           -     126,769.274 (meters)                     COMP
 AJ2807  Y           -  -4,752,815.245 (meters)                     COMP
 AJ2807  Z           -   4,237,615.534 (meters)                     COMP
 AJ2807  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AJ2807  ELLIP HEIGHT-         242.71  (meters)          (02/03/05) GPS OBS
 AJ2807  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AJ2807
 AJ2807  HORZ ORDER  -  FIRST
 AJ2807  ELLP ORDER  -  FOURTH    CLASS II
 AJ2807
 AJ2807.The horizontal coordinates were established by GPS observations
 AJ2807.and adjusted by the National Geodetic Survey in April 2001..
 AJ2807
 AJ2807.The orthometric height was determined by GPS observations and a
 AJ2807.high-resolution geoid model.
 AJ2807
 AJ2807.Photographs are available for this station.
 AJ2807
 AJ2807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2807
 AJ2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2807
 AJ2807.The ellipsoidal height was determined by GPS observations
 AJ2807.and is referenced to NAD 83.
 AJ2807
 AJ2807.The geoid height was determined by GEOID03.
 AJ2807
 AJ2807;                    North         East     Units Scale Factor Converg.
 AJ2807;SPC IL E     -   581,153.252   288,482.062   MT  0.99997663   -0 05 33.7
 AJ2807;SPC IL E     - 1,906,666.96    946,461.57   sFT  0.99997663   -0 05 33.7
 AJ2807;UTM  16      - 4,639,869.450   377,890.997   MT  0.99978348   -0 58 59.9
 AJ2807
 AJ2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2807!SPC IL E     -   0.99996193  x   0.99997663  =   0.99993856
 AJ2807!UTM  16      -   0.99996193  x   0.99978348  =   0.99974542
 AJ2807
 AJ2807:                Primary Azimuth Mark                     Grid Az
 AJ2807:SPC IL E     -  KAN47 3B                                 358 30 26.8
 AJ2807:UTM  16      -  KAN47 3B                                 359 23 53.0
 AJ2807
 AJ2807|---------------------------------------------------------------------|
 AJ2807| PID    Reference Object                     Distance      Geod. Az  |
 AJ2807|                                                           dddmmss.s |
 AJ2807| AJ2811 KAN47 3B                            APPROX. 1.0 KM 3582453.1 |
 AJ2807|---------------------------------------------------------------------|
 AJ2807
 AJ2807                          SUPERSEDED SURVEY CONTROL
 AJ2807
 AJ2807  ELLIP H (04/23/01)  242.73   (m)                       GP(       ) 3 1
 AJ2807
 AJ2807.Superseded values are not recommended for survey control.
 AJ2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2807.See file dsdata.txt to determine how the superseded data were derived.
 AJ2807
 AJ2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7789139869(NAD 83)
 AJ2807_MARKER: I = METAL ROD
 AJ2807_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2807_STAMPING: KAN47-3A
 AJ2807_MARK LOGO: ILDT  
 AJ2807_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2807_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2807+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 AJ2807_ROD/PIPE-DEPTH:  3.7 meters
 AJ2807_SLEEVE-DEPTH  :  0.9 meters
 AJ2807
 AJ2807  HISTORY     - Date     Condition        Report By
 AJ2807  HISTORY     - 20000601 MONUMENTED       SECI
 AJ2807  HISTORY     - 20050908 GOOD             GEOCAC
 AJ2807
 AJ2807                          STATION DESCRIPTION
 AJ2807
 AJ2807'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2807'STATION IS LOCATED WITHIN THE CITY OF ELBURN IN SECTION
 AJ2807'32, T40N, R7E.  TO REACH FROM THE JUNCTION OF IL RT 38 AND IL RT 47
 AJ2807'PROCEED SOUTH ON IL RT 47 FOR 0.12 MI TO THE STATION LOCATED 55 FT
 AJ2807'EAST OF CENTERLINE OF IL RT 47.  STATION IS LOCATED 191 FT SOUTH OF
 AJ2807'CENTERLINE OF VALLEY DR, 301 FT NORTH OF CENTERLINE OF PRAIRIE
 AJ2807'VALLEY ST, 125 FT SOUTH-SOUTHWEST OF POWERPOLE (PP), 53.3 FT
 AJ2807'NORTH-NORTHWEST OF PP, 10.2 FT WEST OF CONCRETE SIDEWALK, AND
 AJ2807'28.8 FT SOUTHEAST OF ORANGE FIBERGLASS WITNESS POST.  STATION IS
 AJ2807'NORTHWEST OF THE ELBURN POST OFFICE.   NOTE - ACCESS TO DATUM
 AJ2807'POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.5 FT BELOW CAP.  PK
 AJ2807'NAILS WERE SET IN WOOD PHYSICAL TIES. (MH)
 AJ2807' 
 AJ2807' 
 AJ2807' 
 AJ2807' 
 AJ2807' 
 AJ2807' 
 AJ2807'
 AJ2807
 AJ2807                          STATION RECOVERY (2005)
 AJ2807
 AJ2807'RECOVERY NOTE BY GEOCACHING 2005 (MUP)
 AJ2807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2811 ***********************************************************************
 AJ2811  DESIGNATION -  KAN47 3B
 AJ2811  PID         -  AJ2811
 AJ2811  STATE/COUNTY-  IL/KANE
 AJ2811  USGS QUAD   -  ELBURN (1993)
 AJ2811
 AJ2811                         *CURRENT SURVEY CONTROL
 AJ2811  ___________________________________________________________________
 AJ2811* NAD 83(1997)-  41 54 36.58938(N)    088 28 20.89188(W)     ADJUSTED  
 AJ2811* NAVD 88     -       275.6    (meters)     904.     (feet)  GPS OBS   
 AJ2811  ___________________________________________________________________
 AJ2811  X           -     126,724.677 (meters)                     COMP
 AJ2811  Y           -  -4,752,161.089 (meters)                     COMP
 AJ2811  Z           -   4,238,345.267 (meters)                     COMP
 AJ2811  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AJ2811  ELLIP HEIGHT-         242.54  (meters)          (04/23/01) GPS OBS
 AJ2811  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AJ2811
 AJ2811  HORZ ORDER  -  FIRST
 AJ2811  ELLP ORDER  -  THIRD     CLASS I
 AJ2811
 AJ2811.The horizontal coordinates were established by GPS observations
 AJ2811.and adjusted by the National Geodetic Survey in April 2001..
 AJ2811
 AJ2811.The orthometric height was determined by GPS observations and a
 AJ2811.high-resolution geoid model.
 AJ2811
 AJ2811.Photographs are available for this station.
 AJ2811
 AJ2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2811
 AJ2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2811
 AJ2811.The ellipsoidal height was determined by GPS observations
 AJ2811.and is referenced to NAD 83.
 AJ2811
 AJ2811.The geoid height was determined by GEOID03.
 AJ2811
 AJ2811;                    North         East     Units Scale Factor Converg.
 AJ2811;SPC IL E     -   582,133.888   288,456.512   MT  0.99997664   -0 05 34.6
 AJ2811;SPC IL E     - 1,909,884.26    946,377.74   sFT  0.99997664   -0 05 34.6
 AJ2811;UTM  16      - 4,640,850.176   377,880.694   MT  0.99978351   -0 59 01.2
 AJ2811
 AJ2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2811!SPC IL E     -   0.99996196  x   0.99997664  =   0.99993860
 AJ2811!UTM  16      -   0.99996196  x   0.99978351  =   0.99974548
 AJ2811
 AJ2811:                Primary Azimuth Mark                     Grid Az
 AJ2811:SPC IL E     -  KAN47 3A                                 178 30 26.9
 AJ2811:UTM  16      -  KAN47 3A                                 179 23 53.5
 AJ2811
 AJ2811|---------------------------------------------------------------------|
 AJ2811| PID    Reference Object                     Distance      Geod. Az  |
 AJ2811|                                                           dddmmss.s |
 AJ2811| AJ2807 KAN47 3A                            APPROX. 1.0 KM 1782452.3 |
 AJ2811|---------------------------------------------------------------------|
 AJ2811
 AJ2811                          SUPERSEDED SURVEY CONTROL
 AJ2811
 AJ2811.No superseded survey control is available for this station.
 AJ2811
 AJ2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7788140850(NAD 83)
 AJ2811_MARKER: I = METAL ROD
 AJ2811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2811_STAMPING: KAN47-3B
 AJ2811_MARK LOGO: ILDT  
 AJ2811_PROJECTION: FLUSH
 AJ2811_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2811+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 AJ2811_ROD/PIPE-DEPTH:  3.7 meters
 AJ2811_SLEEVE-DEPTH  :  0.9 meters
 AJ2811
 AJ2811  HISTORY     - Date     Condition        Report By
 AJ2811  HISTORY     - 20000601 MONUMENTED       SECI
 AJ2811
 AJ2811                          STATION DESCRIPTION
 AJ2811
 AJ2811'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2811'STATION IS LOCATED APPROXIMATELY 1.1 MI NORTH OF ELBURN IN SECTION
 AJ2811'30, T40N, R7E.  TO REACH FROM THE JUNCTION OF IL RT 38 AND IL RT 47
 AJ2811'PROCEED NORTH ON IL RT 47 FOR 0.5 MI TO THE STATION LOCATED 38 FT
 AJ2811'WEST OF CENTERLINE OF IL RT 47.  STATION IS LOCATED 0.35 MI SOUTH OF
 AJ2811'DRIVE TO ADDRESS 39342, 228 FT SOUTH OF POWERPOLE (PP), 56 FT
 AJ2811'SOUTHEAST OF PP, 123 FT NORTH OF PP, AND 2 FT EAST OF ORANGE
 AJ2811'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2811'INCH LOGO CAP.  DATUM POINT IS 0.6 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ2811'WOOD PHYSICAL TIES.  (MH)
 AJ2811' 
 AJ2811' 
 AJ2811' 
 AJ2811' 
 AJ2811' 
 AJ2811' 
 AJ2811' 
 AJ2811'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2826 ***********************************************************************
 AJ2826  DESIGNATION -  KAN47 4A
 AJ2826  PID         -  AJ2826
 AJ2826  STATE/COUNTY-  IL/KANE
 AJ2826  USGS QUAD   -  ELBURN (1993)
 AJ2826
 AJ2826                         *CURRENT SURVEY CONTROL
 AJ2826  ___________________________________________________________________
 AJ2826* NAD 83(1997)-  41 59 47.43236(N)    088 27 49.36386(W)     ADJUSTED  
 AJ2826* NAVD 88     -       303.1    (meters)     994.     (feet)  GPS OBS   
 AJ2826  ___________________________________________________________________
 AJ2826  X           -     127,279.698 (meters)                     COMP
 AJ2826  Y           -  -4,745,752.488 (meters)                     COMP
 AJ2826  Z           -   4,245,496.234 (meters)                     COMP
 AJ2826  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AJ2826  ELLIP HEIGHT-         269.87  (meters)          (02/03/05) GPS OBS
 AJ2826  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AJ2826
 AJ2826  HORZ ORDER  -  FIRST
 AJ2826  ELLP ORDER  -  FOURTH    CLASS II
 AJ2826
 AJ2826.The horizontal coordinates were established by GPS observations
 AJ2826.and adjusted by the National Geodetic Survey in April 2001..
 AJ2826
 AJ2826.The orthometric height was determined by GPS observations and a
 AJ2826.high-resolution geoid model.
 AJ2826
 AJ2826.Photographs are available for this station.
 AJ2826
 AJ2826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2826
 AJ2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2826
 AJ2826.The ellipsoidal height was determined by GPS observations
 AJ2826.and is referenced to NAD 83.
 AJ2826
 AJ2826.The geoid height was determined by GEOID03.
 AJ2826
 AJ2826;                    North         East     Units Scale Factor Converg.
 AJ2826;SPC IL E     -   591,723.084   289,197.692   MT  0.99997644   -0 05 14.0
 AJ2826;SPC IL E     - 1,941,344.82    948,809.43   sFT  0.99997644   -0 05 14.0
 AJ2826;UTM  16      - 4,650,424.818   378,770.807   MT  0.99978084   -0 58 46.1
 AJ2826
 AJ2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2826!SPC IL E     -   0.99995767  x   0.99997644  =   0.99993412
 AJ2826!UTM  16      -   0.99995767  x   0.99978084  =   0.99973852
 AJ2826
 AJ2826:                Primary Azimuth Mark                     Grid Az
 AJ2826:SPC IL E     -  KAN47 4B                                 001 03 04.9
 AJ2826:UTM  16      -  KAN47 4B                                 001 56 37.0
 AJ2826
 AJ2826|---------------------------------------------------------------------|
 AJ2826| PID    Reference Object                     Distance      Geod. Az  |
 AJ2826|                                                           dddmmss.s |
 AJ2826| AJ2828 KAN47 4B                            APPROX. 0.8 KM 0005750.9 |
 AJ2826|---------------------------------------------------------------------|
 AJ2826
 AJ2826                          SUPERSEDED SURVEY CONTROL
 AJ2826
 AJ2826  ELLIP H (04/23/01)  269.91   (m)                       GP(       ) 3 1
 AJ2826
 AJ2826.Superseded values are not recommended for survey control.
 AJ2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2826.See file dsdata.txt to determine how the superseded data were derived.
 AJ2826
 AJ2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7877150425(NAD 83)
 AJ2826_MARKER: I = METAL ROD
 AJ2826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2826_STAMPING: KAN47-4A
 AJ2826_MARK LOGO: ILDT  
 AJ2826_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2826_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2826+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 AJ2826_ROD/PIPE-DEPTH:  4.9 meters
 AJ2826_SLEEVE-DEPTH  :  0.9 meters
 AJ2826
 AJ2826  HISTORY     - Date     Condition        Report By
 AJ2826  HISTORY     - 20000531 MONUMENTED       SECI
 AJ2826
 AJ2826                          STATION DESCRIPTION
 AJ2826
 AJ2826'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2826'STATION IS LOCATED APPROXIMATELY 6.5 MI NORTH OF ELBURN IN SECTION
 AJ2826'32, T41N, R7E.  TO REACH FROM THE JUNCTION OF IL RT 64 AND IL RT 47
 AJ2826'PROCEED NORTH ON IL RT 47 FOR 3.5 MI TO THE STATION LOCATED 29.8 FT
 AJ2826'WEST OF CENTERLINE OF IL RT 47, 1.5 MI SOUTH OF PLATO RD, AND 400 FT
 AJ2826'SOUTH OF CENTERLINE OF CONNERS RD.  STATION IS 202.3 FT NORTH
 AJ2826'NORTHWEST OF PK NAIL IN POWER POLE (PP), 90.3 FT NORTH
 AJ2826'NORTHEAST OF PK NAIL IN PP, 84 FT SOUTHWEST OF GUARD RAIL, 66.0 FT
 AJ2826'SOUTHWEST OF PK NAIL IN POWER POLE, 44 FT NORTH OF CENTER TO
 AJ2826'AGGREGATE DRIVE TO ADDRESS 8N903, 18 FT EAST OF THE BITUMINOUS
 AJ2826'DRIVE AND 2.0 FT EAST OF ORANGE FIBERGLASS WITNESS POST.  NOTE -
 AJ2826'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.60
 AJ2826'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2826' 
 AJ2826' 
 AJ2826' 
 AJ2826' 
 AJ2826' 
 AJ2826' 
 AJ2826' 
 AJ2826'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2828 ***********************************************************************
 AJ2828  DESIGNATION -  KAN47 4B
 AJ2828  PID         -  AJ2828
 AJ2828  STATE/COUNTY-  IL/KANE
 AJ2828  USGS QUAD   -  PINGREE GROVE (1992)
 AJ2828
 AJ2828                         *CURRENT SURVEY CONTROL
 AJ2828  ___________________________________________________________________
 AJ2828* NAD 83(1997)-  42 00 14.92928(N)    088 27 48.74345(W)     ADJUSTED  
 AJ2828* NAVD 88     -       295.0    (meters)     968.     (feet)  GPS OBS   
 AJ2828  ___________________________________________________________________
 AJ2828  X           -     127,278.589 (meters)                     COMP
 AJ2828  Y           -  -4,745,178.609 (meters)                     COMP
 AJ2828  Z           -   4,246,121.327 (meters)                     COMP
 AJ2828  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AJ2828  ELLIP HEIGHT-         261.80  (meters)          (04/23/01) GPS OBS
 AJ2828  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AJ2828
 AJ2828  HORZ ORDER  -  FIRST
 AJ2828  ELLP ORDER  -  THIRD     CLASS I
 AJ2828
 AJ2828.The horizontal coordinates were established by GPS observations
 AJ2828.and adjusted by the National Geodetic Survey in April 2001..
 AJ2828
 AJ2828.The orthometric height was determined by GPS observations and a
 AJ2828.high-resolution geoid model.
 AJ2828
 AJ2828.Photographs are available for this station.
 AJ2828
 AJ2828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2828
 AJ2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2828
 AJ2828.The ellipsoidal height was determined by GPS observations
 AJ2828.and is referenced to NAD 83.
 AJ2828
 AJ2828.The geoid height was determined by GEOID03.
 AJ2828
 AJ2828;                    North         East     Units Scale Factor Converg.
 AJ2828;SPC IL E     -   592,571.423   289,213.260   MT  0.99997643   -0 05 13.7
 AJ2828;SPC IL E     - 1,944,128.08    948,860.50   sFT  0.99997643   -0 05 13.7
 AJ2828;UTM  16      - 4,651,272.645   378,799.580   MT  0.99978075   -0 58 46.2
 AJ2828
 AJ2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2828!SPC IL E     -   0.99995894  x   0.99997643  =   0.99993537
 AJ2828!UTM  16      -   0.99995894  x   0.99978075  =   0.99973970
 AJ2828
 AJ2828:                Primary Azimuth Mark                     Grid Az
 AJ2828:SPC IL E     -  KAN47 4A                                 181 03 05.0
 AJ2828:UTM  16      -  KAN47 4A                                 181 56 37.5
 AJ2828
 AJ2828|---------------------------------------------------------------------|
 AJ2828| PID    Reference Object                     Distance      Geod. Az  |
 AJ2828|                                                           dddmmss.s |
 AJ2828| AJ2826 KAN47 4A                            APPROX. 0.8 KM 1805751.3 |
 AJ2828|---------------------------------------------------------------------|
 AJ2828
 AJ2828                          SUPERSEDED SURVEY CONTROL
 AJ2828
 AJ2828.No superseded survey control is available for this station.
 AJ2828
 AJ2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7880051273(NAD 83)
 AJ2828_MARKER: I = METAL ROD
 AJ2828_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2828_STAMPING: KAN47-4B
 AJ2828_MARK LOGO: ILDT  
 AJ2828_PROJECTION: FLUSH
 AJ2828_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2828+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 AJ2828_ROD/PIPE-DEPTH:  3.7 meters
 AJ2828_SLEEVE-DEPTH  :  0.9 meters
 AJ2828
 AJ2828  HISTORY     - Date     Condition        Report By
 AJ2828  HISTORY     - 20000531 MONUMENTED       SECI
 AJ2828
 AJ2828                          STATION DESCRIPTION
 AJ2828
 AJ2828'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2828'STATION IS LOCATED APPROXIMATELY 3.5 MI NORTH OF LILY LAKE, 7.5 MI
 AJ2828'NORTH OF ELBURN IN SECTION 29, T41N, R7E.  TO REACH FROM THE
 AJ2828'JUNCTION OF IL RT 47 AND IL RT 64 PROCEED NORTH ON RT 47 FOR 4.5 MI TO
 AJ2828'THE STATION LOCATED 40 FT EAST OF THE CENTERLINE OF IL RT 47.
 AJ2828'STATION IS LOCATED 1.0 MI SOUTH OF PLATO RD, 300 FT NORTH OF BRICK
 AJ2828'DRIVE 9N315, 105 FT NORTH OF POWERPOLE (PP), 58 FT
 AJ2828'SOUTH-SOUTHWEST OF PP, 181 FT SOUTH OF PP, 52 FT SOUTH-SOUTHEAST
 AJ2828'OF HWY 47 MILE 21 MARKER SIGN, AND 2 FT WEST OF AN ORANGE
 AJ2828'FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2828'INCH LOGO CAP.  DATUM POINT IS 0.5 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ2828'WOOD PHYSICAL TIES.  (MH)
 AJ2828' 
 AJ2828' 
 AJ2828' 
 AJ2828' 
 AJ2828' 
 AJ2828' 
 AJ2828' 
 AJ2828' 
 AJ2828'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2834 ***********************************************************************
 AJ2834  DESIGNATION -  KAN47 5A
 AJ2834  PID         -  AJ2834
 AJ2834  STATE/COUNTY-  IL/KANE
 AJ2834  USGS QUAD   -  PINGREE GROVE (1992)
 AJ2834
 AJ2834                         *CURRENT SURVEY CONTROL
 AJ2834  ___________________________________________________________________
 AJ2834* NAD 83(1997)-  42 03 12.62028(N)    088 27 51.66969(W)     ADJUSTED  
 AJ2834* NAVD 88     -       293.4    (meters)     963.     (feet)  GPS OBS   
 AJ2834  ___________________________________________________________________
 AJ2834  X           -     127,112.867 (meters)                     COMP
 AJ2834  Y           -  -4,741,509.803 (meters)                     COMP
 AJ2834  Z           -   4,250,192.771 (meters)                     COMP
 AJ2834  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AJ2834  ELLIP HEIGHT-         260.11  (meters)          (02/03/05) GPS OBS
 AJ2834  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AJ2834
 AJ2834  HORZ ORDER  -  FIRST
 AJ2834  ELLP ORDER  -  FOURTH    CLASS II
 AJ2834
 AJ2834.The horizontal coordinates were established by GPS observations
 AJ2834.and adjusted by the National Geodetic Survey in April 2001..
 AJ2834
 AJ2834.The orthometric height was determined by GPS observations and a
 AJ2834.high-resolution geoid model.
 AJ2834
 AJ2834.Photographs are available for this station.
 AJ2834
 AJ2834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2834
 AJ2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2834
 AJ2834.The ellipsoidal height was determined by GPS observations
 AJ2834.and is referenced to NAD 83.
 AJ2834
 AJ2834.The geoid height was determined by GEOID03.
 AJ2834
 AJ2834;                    North         East     Units Scale Factor Converg.
 AJ2834;SPC IL E     -   598,053.841   289,154.315   MT  0.99997645   -0 05 15.9
 AJ2834;SPC IL E     - 1,962,114.98    948,667.12   sFT  0.99997645   -0 05 15.9
 AJ2834;UTM  16      - 4,656,754.243   378,826.061   MT  0.99978067   -0 58 51.5
 AJ2834
 AJ2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2834!SPC IL E     -   0.99995921  x   0.99997645  =   0.99993566
 AJ2834!UTM  16      -   0.99995921  x   0.99978067  =   0.99973988
 AJ2834
 AJ2834:                Primary Azimuth Mark                     Grid Az
 AJ2834:SPC IL E     -  KAN47 5B                                 001 23 53.6
 AJ2834:UTM  16      -  KAN47 5B                                 002 17 29.2
 AJ2834
 AJ2834|---------------------------------------------------------------------|
 AJ2834| PID    Reference Object                     Distance      Geod. Az  |
 AJ2834|                                                           dddmmss.s |
 AJ2834| AJ2837 KAN47 5B                            APPROX. 0.8 KM 0011837.7 |
 AJ2834|---------------------------------------------------------------------|
 AJ2834
 AJ2834                          SUPERSEDED SURVEY CONTROL
 AJ2834
 AJ2834  ELLIP H (04/23/01)  260.15   (m)                       GP(       ) 3 1
 AJ2834
 AJ2834.Superseded values are not recommended for survey control.
 AJ2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2834.See file dsdata.txt to determine how the superseded data were derived.
 AJ2834
 AJ2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7882656754(NAD 83)
 AJ2834_MARKER: I = METAL ROD
 AJ2834_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2834_STAMPING: KAN47-5A
 AJ2834_MARK LOGO: ILDT  
 AJ2834_PROJECTION: RECESSED 15 CENTIMETERS
 AJ2834_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2834+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 AJ2834_ROD/PIPE-DEPTH:  4.9 meters
 AJ2834_SLEEVE-DEPTH  :  0.9 meters
 AJ2834
 AJ2834  HISTORY     - Date     Condition        Report By
 AJ2834  HISTORY     - 20000531 MONUMENTED       SECI
 AJ2834
 AJ2834                          STATION DESCRIPTION
 AJ2834
 AJ2834'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2834'STATION IS LOCATED APPROXIMATELY 4.3 MI EAST OF BURLINGTON, 4.7 MI
 AJ2834'SOUTHEAST OF HAMPSHIRE IN SECTION 8, T41N, R7E.  TO REACH FROM THE
 AJ2834'JUNCTION OF US RT 20 AND IL RT 47 PROCEED SOUTH ON IL RT 47 1.9 MI TO
 AJ2834'THE STATION LOCATED 32.6 FT WEST OF CENTERLINE OF IL RT 47.  STATION
 AJ2834'IS LOCATED 0.10 MI SOUTH OF PLANK RD, NORTH OF GUARDRAIL,
 AJ2834'SOUTHWEST OF ROAD SIGN FOR BURLINGTON AND UDINA, 264 FT
 AJ2834'NORTHWEST OF POWERPOLE (PP), 105 FT NORTHWEST OF PP, 119 FT
 AJ2834'SOUTHWEST OF PP, AND 2 FT EAST OF ORANGE FIBERGLASS WITNESS POST.
 AJ2834'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2834'POINT IS 0.6 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2834'(MH)
 AJ2834' 
 AJ2834' 
 AJ2834' 
 AJ2834' 
 AJ2834' 
 AJ2834' 
 AJ2834' 
 AJ2834'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2837 ***********************************************************************
 AJ2837  DESIGNATION -  KAN47 5B
 AJ2837  PID         -  AJ2837
 AJ2837  STATE/COUNTY-  IL/KANE
 AJ2837  USGS QUAD   -  PINGREE GROVE (1992)
 AJ2837
 AJ2837                         *CURRENT SURVEY CONTROL
 AJ2837  ___________________________________________________________________
 AJ2837* NAD 83(1997)-  42 03 38.67059(N)    088 27 50.87000(W)     ADJUSTED  
 AJ2837* NAVD 88     -       293.7    (meters)     964.     (feet)  GPS OBS   
 AJ2837  ___________________________________________________________________
 AJ2837  X           -     127,116.824 (meters)                     COMP
 AJ2837  Y           -  -4,740,971.298 (meters)                     COMP
 AJ2837  Z           -   4,250,789.774 (meters)                     COMP
 AJ2837  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 AJ2837  ELLIP HEIGHT-         260.42  (meters)          (04/23/01) GPS OBS
 AJ2837  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AJ2837
 AJ2837  HORZ ORDER  -  FIRST
 AJ2837  ELLP ORDER  -  THIRD     CLASS I
 AJ2837
 AJ2837.The horizontal coordinates were established by GPS observations
 AJ2837.and adjusted by the National Geodetic Survey in April 2001..
 AJ2837
 AJ2837.The orthometric height was determined by GPS observations and a
 AJ2837.high-resolution geoid model.
 AJ2837
 AJ2837.Photographs are available for this station.
 AJ2837
 AJ2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2837
 AJ2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2837
 AJ2837.The ellipsoidal height was determined by GPS observations
 AJ2837.and is referenced to NAD 83.
 AJ2837
 AJ2837.The geoid height was determined by GEOID03.
 AJ2837
 AJ2837;                    North         East     Units Scale Factor Converg.
 AJ2837;SPC IL E     -   598,857.549   289,173.932   MT  0.99997644   -0 05 15.4
 AJ2837;SPC IL E     - 1,964,751.81    948,731.48   sFT  0.99997644   -0 05 15.4
 AJ2837;UTM  16      - 4,657,557.390   378,858.199   MT  0.99978058   -0 58 51.5
 AJ2837
 AJ2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2837!SPC IL E     -   0.99995916  x   0.99997644  =   0.99993560
 AJ2837!UTM  16      -   0.99995916  x   0.99978058  =   0.99973975
 AJ2837
 AJ2837:                Primary Azimuth Mark                     Grid Az
 AJ2837:SPC IL E     -  KAN47 5A                                 181 23 53.6
 AJ2837:UTM  16      -  KAN47 5A                                 182 17 29.7
 AJ2837
 AJ2837|---------------------------------------------------------------------|
 AJ2837| PID    Reference Object                     Distance      Geod. Az  |
 AJ2837|                                                           dddmmss.s |
 AJ2837| AJ2834 KAN47 5A                            APPROX. 0.8 KM 1811838.2 |
 AJ2837|---------------------------------------------------------------------|
 AJ2837
 AJ2837                          SUPERSEDED SURVEY CONTROL
 AJ2837
 AJ2837.No superseded survey control is available for this station.
 AJ2837
 AJ2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7885857557(NAD 83)
 AJ2837_MARKER: I = METAL ROD
 AJ2837_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2837_STAMPING: KAN47-5B
 AJ2837_MARK LOGO: ILDT  
 AJ2837_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2837_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2837+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 AJ2837_ROD/PIPE-DEPTH:  4.9 meters
 AJ2837_SLEEVE-DEPTH  :  0.9 meters
 AJ2837
 AJ2837  HISTORY     - Date     Condition        Report By
 AJ2837  HISTORY     - 20000531 MONUMENTED       SECI
 AJ2837
 AJ2837                          STATION DESCRIPTION
 AJ2837
 AJ2837'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2837'STATION IS LOCATED APPROXIMATELY 4.5 MI EAST OF BURLINGTON, 4.6 MI
 AJ2837'SOUTHEAST OF HAMPSHIRE IN SECTION 5, T41N, R7E.  TO REACH FROM THE
 AJ2837'JUNCTION OF US RT 20 AND IL RT 47 PROCEED SOUTH ON IL RT 47 FOR 1.4 MI
 AJ2837'TO THE STATION LOCATED 32.2 FT EAST OF CENTERLINE OF IL RT 47.
 AJ2837'STATION IS LOCATED 0.40 MI NORTH OF PLANK RD, 101 FT SOUTH OF
 AJ2837'CENTERLINE OF AGGREGATE DRIVEWAY ADDRESS 13N431, 118 FT
 AJ2837'SOUTHEAST OF 12 IN DECIDUOUS TREE, 143 FT NORTHEAST OF 36 IN
 AJ2837'DECIDUOUS TREE, 49.3 FT SOUTHWEST OF POWERPOLE, AND 10.5 FT WEST
 AJ2837'OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2837'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS
 AJ2837'WERE SET IN WOOD PHYSICAL TIES. (MH)
 AJ2837' 
 AJ2837' 
 AJ2837' 
 AJ2837' 
 AJ2837' 
 AJ2837' 
 AJ2837' 
 AJ2837' 
 AJ2837' 
 AJ2837'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2816 ***********************************************************************
 AJ2816  DESIGNATION -  KAN64 1A
 AJ2816  PID         -  AJ2816
 AJ2816  STATE/COUNTY-  IL/KANE
 AJ2816  USGS QUAD   -  MAPLE PARK (1975)
 AJ2816
 AJ2816                         *CURRENT SURVEY CONTROL
 AJ2816  ___________________________________________________________________
 AJ2816* NAD 83(1997)-  41 57 55.03839(N)    088 35 03.53928(W)     ADJUSTED  
 AJ2816* NAVD 88     -       267.7    (meters)     878.     (feet)  GPS OBS   
 AJ2816  ___________________________________________________________________
 AJ2816  X           -     117,346.550 (meters)                     COMP
 AJ2816  Y           -  -4,748,302.580 (meters)                     COMP
 AJ2816  Z           -   4,242,894.714 (meters)                     COMP
 AJ2816  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AJ2816  ELLIP HEIGHT-         234.59  (meters)          (02/03/05) GPS OBS
 AJ2816  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AJ2816
 AJ2816  HORZ ORDER  -  FIRST
 AJ2816  ELLP ORDER  -  FOURTH    CLASS II
 AJ2816
 AJ2816.The horizontal coordinates were established by GPS observations
 AJ2816.and adjusted by the National Geodetic Survey in April 2001..
 AJ2816
 AJ2816.The orthometric height was determined by GPS observations and a
 AJ2816.high-resolution geoid model.
 AJ2816
 AJ2816.Photographs are available for this station.
 AJ2816
 AJ2816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2816
 AJ2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2816
 AJ2816.The ellipsoidal height was determined by GPS observations
 AJ2816.and is referenced to NAD 83.
 AJ2816
 AJ2816.The geoid height was determined by GEOID03.
 AJ2816
 AJ2816;                    North         East     Units Scale Factor Converg.
 AJ2816;SPC IL E     -   588,277.661   279,195.072   MT  0.99998032   -0 10 04.2
 AJ2816;SPC IL E     - 1,930,040.96    915,992.50   sFT  0.99998032   -0 10 04.2
 AJ2816;UTM  16      - 4,647,136.124   368,717.593   MT  0.99981208   -1 03 34.4
 AJ2816
 AJ2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2816!SPC IL E     -   0.99996321  x   0.99998032  =   0.99994353
 AJ2816!UTM  16      -   0.99996321  x   0.99981208  =   0.99977529
 AJ2816
 AJ2816:                Primary Azimuth Mark                     Grid Az
 AJ2816:SPC IL E     -  KAN64 1B                                 123 42 11.8
 AJ2816:UTM  16      -  KAN64 1B                                 124 35 42.0
 AJ2816
 AJ2816|---------------------------------------------------------------------|
 AJ2816| PID    Reference Object                     Distance      Geod. Az  |
 AJ2816|                                                           dddmmss.s |
 AJ2816| AJ2817 KAN64 1B                            APPROX. 1.1 KM 1233207.6 |
 AJ2816|---------------------------------------------------------------------|
 AJ2816
 AJ2816                          SUPERSEDED SURVEY CONTROL
 AJ2816
 AJ2816  ELLIP H (04/23/01)  234.60   (m)                       GP(       ) 3 1
 AJ2816
 AJ2816.Superseded values are not recommended for survey control.
 AJ2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2816.See file dsdata.txt to determine how the superseded data were derived.
 AJ2816
 AJ2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6871847136(NAD 83)
 AJ2816_MARKER: I = METAL ROD
 AJ2816_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2816_STAMPING: KAN64-1A
 AJ2816_MARK LOGO: ILDT  
 AJ2816_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2816_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2816+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 AJ2816_ROD/PIPE-DEPTH:  4.9 meters
 AJ2816_SLEEVE-DEPTH  :  0.9 meters
 AJ2816
 AJ2816  HISTORY     - Date     Condition        Report By
 AJ2816  HISTORY     - 20000601 MONUMENTED       SECI
 AJ2816
 AJ2816                          STATION DESCRIPTION
 AJ2816
 AJ2816'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2816'STATION IS LOCATED APPROXIMATELY 3.9 MI NORTH OF MAPLE PARK, 2.5 MI
 AJ2816'WEST OF VIRGIL IN SECTION 8, T40N, R6E.  TO REACH FROM THE JUNCTION
 AJ2816'OF IL RT 64 AND IL RT 47 PROCEED WEST ON RT 64 FOR 5.5 MI TO THE
 AJ2816'STATION LOCATED 39.7 FT SOUTH OF RT 64 CENTERLINE.  STATION IS 0.50 MI
 AJ2816'WEST OF SNYDER RD, 210 FT EAST OF THE FIELD ENTRANCE, 177 FT WEST
 AJ2816'OF BITUMINOUS DRIVE 49W887, 199.7 FT SOUTHEAST OF PK NAIL IN POWER
 AJ2816'POLE (PP), 162.1 FT SOUTHWEST PK NAIL IN PP, 77.3 FT SOUTH OF PK NAIL
 AJ2816'IN
 AJ2816'PP, AND 2 FT NORTHWEST OF AN ORANGE FIBERGLASS WITNESS POST AT
 AJ2816'FENCE CORNER.  STATION IS APPROXIMATELY 200 FT EAST OF MAPLE
 AJ2816'PARK MOTEL.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ2816'DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2816'PHYSICAL TIES.  (MH)
 AJ2816' 
 AJ2816' 
 AJ2816' 
 AJ2816' 
 AJ2816' 
 AJ2816' 
 AJ2816' 
 AJ2816' 
 AJ2816'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2817 ***********************************************************************
 AJ2817  DESIGNATION -  KAN64 1B
 AJ2817  PID         -  AJ2817
 AJ2817  STATE/COUNTY-  IL/KANE
 AJ2817  USGS QUAD   -  MAPLE PARK (1975)
 AJ2817
 AJ2817                         *CURRENT SURVEY CONTROL
 AJ2817  ___________________________________________________________________
 AJ2817* NAD 83(1997)-  41 57 35.14111(N)    088 34 23.32118(W)     ADJUSTED  
 AJ2817* NAVD 88     -       266.5    (meters)     874.     (feet)  GPS OBS   
 AJ2817  ___________________________________________________________________
 AJ2817  X           -     118,282.586 (meters)                     COMP
 AJ2817  Y           -  -4,748,689.123 (meters)                     COMP
 AJ2817  Z           -   4,242,437.443 (meters)                     COMP
 AJ2817  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AJ2817  ELLIP HEIGHT-         233.44  (meters)          (04/23/01) GPS OBS
 AJ2817  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AJ2817
 AJ2817  HORZ ORDER  -  FIRST
 AJ2817  ELLP ORDER  -  THIRD     CLASS I
 AJ2817
 AJ2817.The horizontal coordinates were established by GPS observations
 AJ2817.and adjusted by the National Geodetic Survey in April 2001..
 AJ2817
 AJ2817.The orthometric height was determined by GPS observations and a
 AJ2817.high-resolution geoid model.
 AJ2817
 AJ2817.Photographs are available for this station.
 AJ2817
 AJ2817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2817
 AJ2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2817
 AJ2817.The ellipsoidal height was determined by GPS observations
 AJ2817.and is referenced to NAD 83.
 AJ2817
 AJ2817.The geoid height was determined by GEOID03.
 AJ2817
 AJ2817;                    North         East     Units Scale Factor Converg.
 AJ2817;SPC IL E     -   587,661.123   280,119.418   MT  0.99997986   -0 09 37.2
 AJ2817;SPC IL E     - 1,928,018.20    919,025.12   sFT  0.99997986   -0 09 37.2
 AJ2817;UTM  16      - 4,646,505.383   369,632.078   MT  0.99980913   -1 03 07.1
 AJ2817
 AJ2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2817!SPC IL E     -   0.99996339  x   0.99997986  =   0.99994325
 AJ2817!UTM  16      -   0.99996339  x   0.99980913  =   0.99977253
 AJ2817
 AJ2817:                Primary Azimuth Mark                     Grid Az
 AJ2817:SPC IL E     -  KAN64 1A                                 303 42 11.7
 AJ2817:UTM  16      -  KAN64 1A                                 304 35 41.6
 AJ2817
 AJ2817|---------------------------------------------------------------------|
 AJ2817| PID    Reference Object                     Distance      Geod. Az  |
 AJ2817|                                                           dddmmss.s |
 AJ2817| AJ2816 KAN64 1A                            APPROX. 1.1 KM 3033234.5 |
 AJ2817|---------------------------------------------------------------------|
 AJ2817
 AJ2817                          SUPERSEDED SURVEY CONTROL
 AJ2817
 AJ2817.No superseded survey control is available for this station.
 AJ2817
 AJ2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6963246505(NAD 83)
 AJ2817_MARKER: I = METAL ROD
 AJ2817_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2817_STAMPING: KAN64-1B
 AJ2817_MARK LOGO: ILDT  
 AJ2817_PROJECTION: FLUSH
 AJ2817_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2817+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 AJ2817_ROD/PIPE-DEPTH:  9.8 meters
 AJ2817_SLEEVE-DEPTH  :  0.9 meters
 AJ2817
 AJ2817  HISTORY     - Date     Condition        Report By
 AJ2817  HISTORY     - 20000601 MONUMENTED       SECI
 AJ2817
 AJ2817                          STATION DESCRIPTION
 AJ2817
 AJ2817'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2817'STATION IS LOCATED APPROXIMATELY 2.0 MI WEST OF VIRGIL, 3.8 MI NORTH
 AJ2817'OF MAPLE PARK IN SECTION 8, T40N, R6E.  TO REACH FROM THE JUNCTION
 AJ2817'OF IL RT 64 AND IL RT 47 PROCEED WEST ON IL RT 64 FOR 4.8 MI TO THE
 AJ2817'STATION LOCATED 33 FT NORTH OF CENTERLINE OF IL RT 64.  STATION IS
 AJ2817'LOCATED 0.2 MI EAST OF SNYDER RD, 0.1 MI WEST OF FABRIS RD, 165 FT
 AJ2817'WEST OF PK NAIL IN PAVEMENT, 133 FT NORTHWEST OF PK NAIL IN
 AJ2817'PAVEMENT, 58 FT NORTHWEST OF PK NAIL IN PAVEMENT, 82 FT NORTHEAST
 AJ2817'OF PK NAIL IN PAVEMENT, 12 FT NORTH OF EDGE-OF-PAVEMENT OF IL RT 64,
 AJ2817'AND 2 FT SOUTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS
 AJ2817'TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.65 FT
 AJ2817'BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2817' 
 AJ2817' 
 AJ2817' 
 AJ2817' 
 AJ2817' 
 AJ2817' 
 AJ2817' 
 AJ2817' 
 AJ2817' 
 AJ2817'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2842 ***********************************************************************
 AJ2842  DESIGNATION -  KAN72 1A
 AJ2842  PID         -  AJ2842
 AJ2842  STATE/COUNTY-  IL/KANE
 AJ2842  USGS QUAD   -  ELGIN (1992)
 AJ2842
 AJ2842                         *CURRENT SURVEY CONTROL
 AJ2842  ___________________________________________________________________
 AJ2842* NAD 83(1997)-  42 06 12.26544(N)    088 21 41.78201(W)     ADJUSTED  
 AJ2842* NAVD 88     -       273.1    (meters)     896.     (feet)  GPS OBS   
 AJ2842  ___________________________________________________________________
 AJ2842  X           -     135,508.805 (meters)                     COMP
 AJ2842  Y           -  -4,737,545.929 (meters)                     COMP
 AJ2842  Z           -   4,254,293.230 (meters)                     COMP
 AJ2842  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AJ2842  ELLIP HEIGHT-         239.64  (meters)          (02/03/05) GPS OBS
 AJ2842  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AJ2842
 AJ2842  HORZ ORDER  -  FIRST
 AJ2842  ELLP ORDER  -  FOURTH    CLASS II
 AJ2842
 AJ2842.The horizontal coordinates were established by GPS observations
 AJ2842.and adjusted by the National Geodetic Survey in April 2001..
 AJ2842
 AJ2842.The orthometric height was determined by GPS observations and a
 AJ2842.high-resolution geoid model.
 AJ2842
 AJ2842.Photographs are available for this station.
 AJ2842
 AJ2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2842
 AJ2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2842
 AJ2842.The ellipsoidal height was determined by GPS observations
 AJ2842.and is referenced to NAD 83.
 AJ2842
 AJ2842.The geoid height was determined by GEOID03.
 AJ2842
 AJ2842;                    North         East     Units Scale Factor Converg.
 AJ2842;SPC IL E     -   603,588.575   297,661.433   MT  0.99997507   -0 01 08.2
 AJ2842;SPC IL E     - 1,980,273.52    976,577.55   sFT  0.99997507   -0 01 08.2
 AJ2842;UTM  16      - 4,662,154.504   387,416.683   MT  0.99975596   -0 54 46.8
 AJ2842
 AJ2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2842!SPC IL E     -   0.99996242  x   0.99997507  =   0.99993749
 AJ2842!UTM  16      -   0.99996242  x   0.99975596  =   0.99971839
 AJ2842
 AJ2842:                Primary Azimuth Mark                     Grid Az
 AJ2842:SPC IL E     -  KAN72 1B                                 091 23 18.0
 AJ2842:UTM  16      -  KAN72 1B                                 092 16 56.6
 AJ2842
 AJ2842|---------------------------------------------------------------------|
 AJ2842| PID    Reference Object                     Distance      Geod. Az  |
 AJ2842|                                                           dddmmss.s |
 AJ2842| AJ2843 KAN72 1B                            APPROX. 0.7 KM 0912209.8 |
 AJ2842|---------------------------------------------------------------------|
 AJ2842
 AJ2842                          SUPERSEDED SURVEY CONTROL
 AJ2842
 AJ2842  ELLIP H (04/23/01)  239.66   (m)                       GP(       ) 3 1
 AJ2842
 AJ2842.Superseded values are not recommended for survey control.
 AJ2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2842.See file dsdata.txt to determine how the superseded data were derived.
 AJ2842
 AJ2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8741762155(NAD 83)
 AJ2842_MARKER: I = METAL ROD
 AJ2842_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2842_STAMPING: KAN72-1A
 AJ2842_MARK LOGO: ILDT  
 AJ2842_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2842_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2842+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 AJ2842_ROD/PIPE-DEPTH:  8.5 meters
 AJ2842_SLEEVE-DEPTH  :  0.9 meters
 AJ2842
 AJ2842  HISTORY     - Date     Condition        Report By
 AJ2842  HISTORY     - 20000607 MONUMENTED       SECI
 AJ2842
 AJ2842                          STATION DESCRIPTION
 AJ2842
 AJ2842'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2842'STATION IS LOCATED WITHIN THE CITY OF GILBERTS APPROXIMATELY 4.2 MI
 AJ2842'NORTH OF UDINA, 4.5 MI WEST OF CARPENTERSVILLE IN SECTION 24, T42N,
 AJ2842'R7E.  TO REACH FROM THE JUNCTION OF IL RT 31 AND RT 72 PROCEED WEST
 AJ2842'ON RT 72 FOR 3.8 MI TO THE STATION LOCATED 30.5 FT NORTH OF THE
 AJ2842'CENTERLINE OF RT 72, 0.10 MI EAST OF TYRELL RD.  STATION IS 244.8 FT
 AJ2842'EAST OF PK NAIL IN POWER POLE (PP), 41.4 FT EAST OF PK NAIL IN PP,
 AJ2842'158.5
 AJ2842'FT WEST OF PK NAIL IN PP, AND 2 FT SOUTH OF AN ORANGE FIBERGLASS
 AJ2842'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2842'CAP.  DATUM POINT IS 0.60 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2842'PHYSICAL TIES.  (MH)
 AJ2842' 
 AJ2842' 
 AJ2842' 
 AJ2842' 
 AJ2842' 
 AJ2842' 
 AJ2842' 
 AJ2842' 
 AJ2842' 
 AJ2842'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2843 ***********************************************************************
 AJ2843  DESIGNATION -  KAN72 1B
 AJ2843  PID         -  AJ2843
 AJ2843  STATE/COUNTY-  IL/KANE
 AJ2843  USGS QUAD   -  ELGIN (1992)
 AJ2843
 AJ2843                         *CURRENT SURVEY CONTROL
 AJ2843  ___________________________________________________________________
 AJ2843* NAD 83(1997)-  42 06 11.74983(N)    088 21 12.87464(W)     ADJUSTED  
 AJ2843* NAVD 88     -       278.5    (meters)     914.     (feet)  GPS OBS   
 AJ2843  ___________________________________________________________________
 AJ2843  X           -     136,173.178 (meters)                     COMP
 AJ2843  Y           -  -4,737,541.566 (meters)                     COMP
 AJ2843  Z           -   4,254,285.053 (meters)                     COMP
 AJ2843  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AJ2843  ELLIP HEIGHT-         245.05  (meters)          (04/23/01) GPS OBS
 AJ2843  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AJ2843
 AJ2843  HORZ ORDER  -  FIRST
 AJ2843  ELLP ORDER  -  THIRD     CLASS I
 AJ2843
 AJ2843.The horizontal coordinates were established by GPS observations
 AJ2843.and adjusted by the National Geodetic Survey in April 2001..
 AJ2843
 AJ2843.The orthometric height was determined by GPS observations and a
 AJ2843.high-resolution geoid model.
 AJ2843
 AJ2843.Photographs are available for this station.
 AJ2843
 AJ2843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2843
 AJ2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2843
 AJ2843.The ellipsoidal height was determined by GPS observations
 AJ2843.and is referenced to NAD 83.
 AJ2843
 AJ2843.The geoid height was determined by GEOID03.
 AJ2843
 AJ2843;                    North         East     Units Scale Factor Converg.
 AJ2843;SPC IL E     -   603,572.478   298,325.612   MT  0.99997503   -0 00 48.9
 AJ2843;SPC IL E     - 1,980,220.70    978,756.61   sFT  0.99997503   -0 00 48.9
 AJ2843;UTM  16      - 4,662,128.051   388,080.384   MT  0.99975413   -0 54 27.4
 AJ2843
 AJ2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2843!SPC IL E     -   0.99996157  x   0.99997503  =   0.99993660
 AJ2843!UTM  16      -   0.99996157  x   0.99975413  =   0.99971571
 AJ2843
 AJ2843:                Primary Azimuth Mark                     Grid Az
 AJ2843:SPC IL E     -  KAN72 1A                                 271 23 18.0
 AJ2843:UTM  16      -  KAN72 1A                                 272 16 56.5
 AJ2843
 AJ2843|---------------------------------------------------------------------|
 AJ2843| PID    Reference Object                     Distance      Geod. Az  |
 AJ2843|                                                           dddmmss.s |
 AJ2843| AJ2842 KAN72 1A                            APPROX. 0.7 KM 2712229.1 |
 AJ2843|---------------------------------------------------------------------|
 AJ2843
 AJ2843                          SUPERSEDED SURVEY CONTROL
 AJ2843
 AJ2843.No superseded survey control is available for this station.
 AJ2843
 AJ2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8808062128(NAD 83)
 AJ2843_MARKER: I = METAL ROD
 AJ2843_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2843_STAMPING: KAN72-1B
 AJ2843_MARK LOGO: ILDT  
 AJ2843_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2843_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2843+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2000
 AJ2843_ROD/PIPE-DEPTH: 12.2 meters
 AJ2843_SLEEVE-DEPTH  :  0.9 meters
 AJ2843
 AJ2843  HISTORY     - Date     Condition        Report By
 AJ2843  HISTORY     - 20000607 MONUMENTED       SECI
 AJ2843
 AJ2843                          STATION DESCRIPTION
 AJ2843
 AJ2843'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2843'STATION IS LOCATED WITHIN THE CITY OF GILBERTS APPROXIMATELY 3.8 MI
 AJ2843'WEST OF WEST DUNDEE, 2.5 MI NORTHWEST OF SLEEPY HOLLOW IN
 AJ2843'SECTION 19, T42N, R8E.  TO REACH FROM THE JUNCTION OF IL RT 31 AND RT
 AJ2843'72 PROCEED WEST ON RT 72 FOR 3.4 MI TO THE STATION LOCATED 30.7 FT
 AJ2843'SOUTH OF THE CENTERLINE OF RT 72, 0.30 MI EAST OF TYRELL RD.  STATION
 AJ2843'IS 315.7 FT WEST OF DRIVEWAY, 241.9 FT SOUTHWEST OF PK NAIL IN POWER
 AJ2843'POLE (PP), 79.9 FT SOUTHWEST OF PK NAIL IN PP, 136.0 FT SOUTHEAST OF
 AJ2843'PK
 AJ2843'NAIL IN PP, AND 2 FT NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AJ2843'NOTE-  ACCESS TO DATUMTHROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.70
 AJ2843'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2843' 
 AJ2843' 
 AJ2843' 
 AJ2843' 
 AJ2843' 
 AJ2843' 
 AJ2843' 
 AJ2843' 
 AJ2843' 
 AJ2843' 
 AJ2843' 
 AJ2843'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1157 ***********************************************************************
 NH1157  DESIGNATION -  KANALY
 NH1157  PID         -  NH1157
 NH1157  STATE/COUNTY-  IL/MCHENRY
 NH1157  USGS QUAD   -  MARENGO NORTH (1975)
 NH1157
 NH1157                         *CURRENT SURVEY CONTROL
 NH1157  ___________________________________________________________________
 NH1157* NAD 83(1997)-  42 17 55.18298(N)    088 35 22.94346(W)     ADJUSTED  
 NH1157* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 NH1157  ___________________________________________________________________
 NH1157  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 NH1157  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NH1157
 NH1157  HORZ ORDER  -  SECOND
 NH1157
 NH1157.The horizontal coordinates were established by classical geodetic methods
 NH1157.and adjusted by the National Geodetic Survey in October 1999..
 NH1157
 NH1157.The orthometric height was scaled from a topographic map.
 NH1157
 NH1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1157
 NH1157.The geoid height was determined by GEOID03.
 NH1157
 NH1157;                    North         East     Units Scale Factor Converg.
 NH1157;SPC IL E     -   625,307.839   278,859.421   MT  0.99998050   -0 10 21.1
 NH1157;SPC IL E     - 2,051,530.80    914,891.28   sFT  0.99998050   -0 10 21.1
 NH1157;UTM  16      - 4,684,160.781   368,960.100   MT  0.99981128   -1 04 12.1
 NH1157
 NH1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1157!SPC IL E     -   0.99995510  x   0.99998050  =   0.99993560
 NH1157!UTM  16      -   0.99995510  x   0.99981128  =   0.99976639
 NH1157
 NH1157:                Primary Azimuth Mark                     Grid Az
 NH1157:SPC IL E     -  KANALY AZ MK                             022 34 41.9
 NH1157:UTM  16      -  KANALY AZ MK                             023 28 32.9
 NH1157
 NH1157|---------------------------------------------------------------------|
 NH1157| PID    Reference Object                     Distance      Geod. Az  |
 NH1157|                                                           dddmmss.s |
 NH1157| CI9848 KANALY AZ MK                                       0222420.8 |
 NH1157| CI9849 KANALY AZ MK RESET                                 0351207.9 |
 NH1157| CI9850 KANALY RM 1                          20.424 METERS 05432     |
 NH1157| CI9852 KANALY RM 3                          20.911 METERS 05518     |
 NH1157| NH1133 MICH WISC PLINE KSC 273 MAST        APPROX. 8.1 KM 0975701.7 |
 NH1157| NH1158 MARENGO ARNOLD ENG CO TANK          APPROX. 5.6 KM 2053428.6 |
 NH1157| CI9851 KANALY RM 2                          18.904 METERS 30624     |
 NH1157| CI9853 KANALY RM 4                          20.058 METERS 30727     |
 NH1157|---------------------------------------------------------------------|
 NH1157
 NH1157                          SUPERSEDED SURVEY CONTROL
 NH1157
 NH1157  NAD 83(1997)-  42 17 55.18139(N)    088 35 22.94794(W) AD(       ) 2
 NH1157  NAD 83(1986)-  42 17 55.18061(N)    088 35 22.94980(W) AD(       ) 2
 NH1157  NAD 27      -  42 17 55.10490(N)    088 35 22.60490(W) AD(       ) 2
 NH1157
 NH1157.Superseded values are not recommended for survey control.
 NH1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1157.See file dsdata.txt to determine how the superseded data were derived.
 NH1157
 NH1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6896084161(NAD 83)
 NH1157_MARKER: DS = TRIANGULATION STATION DISK
 NH1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1157
 NH1157  HISTORY     - Date     Condition        Report By
 NH1157  HISTORY     - 1954     MONUMENTED       CGS
 NH1157  HISTORY     - 1965     GOOD             CGS
 NH1157
 NH1157                          STATION DESCRIPTION
 NH1157
 NH1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1157'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF MARENGO AND
 NH1157'IS ON ROAD RIGHT-OF-WAY.  IT IS 24 FEET SOUTH OF THE CENTER
 NH1157'OF A GRAVEL ROAD, 14 FEET SOUTHEAST OF A TWIN EIGHT INCH
 NH1157'CHERRY TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 6 FEET
 NH1157'EAST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE
 NH1157'LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NH1157'KANALY 1954.
 NH1157'
 NH1157'REFERENCE MARK NO. 1 IS 18 FEET NORTH OF THE CENTER OF THE
 NH1157'GRAVEL ROAD AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK PROJECTS
 NH1157'2 INCHES AND THE DISK IS STAMPED KANALY NO 1 1954.
 NH1157'
 NH1157'REFERENCE MARK NO. 2 IS 14 FEET NORTH OF THE CENTER OF A GRAVEL
 NH1157'ROAD, 6 FEET EAST OF A TEN INCH CHERRY TREE AND 1 FOOT SOUTH
 NH1157'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1157'KANALY NO 2 1954.
 NH1157'
 NH1157'AZIMUTH MARK IS 113 FEET EAST OF THE NORTHEAST CORNER OF A
 NH1157'FARME HOUSE, 47 FEET SOUTHEAST OF A FARM DRIVEWAY, 18 FEET
 NH1157'EAST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTHEAST
 NH1157'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 NH1157'DISK IS STAMPED KANALY 1954.
 NH1157'
 NH1157'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 NH1157'STATE HIGHWAY 23 (GRANT STREET) AND (STATE STREET) IN MARENGO,
 NH1157'GO NORTH ON HIGHWAY 20 FOR 3.4 MILES TO A GRAVEL SIDE ROAD
 NH1157'RIGHT, TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.95 MILE
 NH1157'TO THE STATION ON THE RIGHT AS DESCRIBED.
 NH1157'
 NH1157'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL
 NH1157'ROAD FOR 0.05 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH
 NH1157'ON GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NH1157'
 NH1157'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NH1157
 NH1157                          STATION RECOVERY (1965)
 NH1157
 NH1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 NH1157'STATION RECOVERED AS DESCRIBED AND STATION AND AZIMUTH MARKS
 NH1157'FOUND IN GOOD CONDITION.  THE REFERENCE MARKS HAD BEEN DESTROYED
 NH1157'BY ROAD CONSTRUCTION AND A REQUEST WAS RECEIVED TO MOVE THE
 NH1157'AZIMUTH MARK OUT OF THE WAY OF FUTURE CONSTRUCTION.  TWO NEW
 NH1157'REFERENCE MARKS WERE ESTABLISHED AND A NEW AZIMUTH MARK WAS
 NH1157'SET.
 NH1157'
 NH1157'THE STATION MARK IS ABOUT 0.05 MILE WEST OF CROSSROADS, 20
 NH1157'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF AN
 NH1157'OLD EAST-WEST FENCE LINE AND 1.5 FEET NORTH OF A METAL WITNESS
 NH1157'POST.  THE MARK PROJECTS 1 INCH AND THE DISK US STAMPED
 NH1157'KANALY 1954.
 NH1157'
 NH1157'TO REACH THE STATION FROM MARENGO, FROM THE JUNCTION OF U.S.
 NH1157'HIGHWAY 20 AND STATE HIGHWAY 23, GO NORTH ON STATE HIGHWAY
 NH1157'23 FOR 3.4 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT AND
 NH1157'GO EAST FOR 0.95 MILE TO STATION ON THE RIGHT.
 NH1157'
 NH1157'R.M. NO. 3 IS NORTHEAST OF THE STATION, 76 FEET EAST OF A
 NH1157'POWERLINE POLE, 18 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NH1157'AND 0.5 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK IS
 NH1157'ABOUT FLUSH AND THE DISK IS STAMPED KANALY NO 3 1954.
 NH1157'
 NH1157'R.M. NO. 4 IS NORTHWEST OF THE STATION, 32.5 FEET WEST OF A
 NH1157'POWERLINE POLE, 20 FEET NORTH OF THE CENTERLINE OF THE ROAD
 NH1157'AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  THE MARK IS ABOUT
 NH1157'FLUSH AND THE DISK IS STAMPED KANALY NO 4 1954.
 NH1157'
 NH1157'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION,
 NH1157'27.5 FEET WEST OF A FENCE CORNER, 1.5 FEET WEST OF A METAL
 NH1157'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 NH1157'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED KANALY
 NH1157'1954 RESET 1965.
 NH1157'
 NH1157'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.05
 NH1157'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.25 MILE TO
 NH1157'AN EAST-WEST FENCE LINE ON THE RIGHT, TURN RIGHT AND GO EAST
 NH1157'ALONG THE SOUTH SIDE OF THE FENCE FOR 0.1 MILE TO NORTHEAST
 NH1157'CORNER OF FIELD AND MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0611 ***********************************************************************
 MF0611  DESIGNATION -  KANE
 MF0611  PID         -  MF0611
 MF0611  STATE/COUNTY-  IL/LA SALLE
 MF0611  USGS QUAD   -  MENDOTA EAST (1993)
 MF0611
 MF0611                         *CURRENT SURVEY CONTROL
 MF0611  ___________________________________________________________________
 MF0611* NAD 83(1997)-  41 36 15.96304(N)    089 05 21.46942(W)     ADJUSTED  
 MF0611* NAVD 88     -       258.072  (meters)     846.69   (feet)  ADJUSTED  
 MF0611  ___________________________________________________________________
 MF0611  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MF0611  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0611  DYNAMIC HT  -         257.972 (meters)     846.36  (feet)  COMP
 MF0611  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MF0611
 MF0611  HORZ ORDER  -  SECOND
 MF0611  VERT ORDER  -  FIRST     CLASS I
 MF0611
 MF0611.The horizontal coordinates were established by classical geodetic methods
 MF0611.and adjusted by the National Geodetic Survey in October 1999..
 MF0611
 MF0611.The orthometric height was determined by differential leveling
 MF0611.and adjusted by the National Geodetic Survey in June 1991..
 MF0611.WARNING-Repeat measurements at this control monument indicate possible
 MF0611.vertical movement.
 MF0611
 MF0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0611
 MF0611.The geoid height was determined by GEOID03.
 MF0611
 MF0611.The dynamic height is computed by dividing the NAVD 88
 MF0611.geopotential number by the normal gravity value computed on the
 MF0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0611.degrees latitude (g = 980.6199 gals.).
 MF0611
 MF0611.The modeled gravity was interpolated from observed gravity values.
 MF0611
 MF0611;                    North         East     Units Scale Factor Converg.
 MF0611;SPC IL E     -   548,444.475   236,982.790   MT  1.00002385   -0 30 07.1
 MF0611;SPC IL E     - 1,799,354.92    777,501.04   sFT  1.00002385   -0 30 07.1
 MF0611;SPC IL W     -   548,710.559   789,806.920   MT  1.00004039   +0 42 55.5
 MF0611;SPC IL W     - 1,800,227.89  2,591,224.87   sFT  1.00004039   +0 42 55.5
 MF0611;UTM  16      - 4,607,966.730   325,897.279   MT  0.99997303   -1 23 15.4
 MF0611
 MF0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0611!SPC IL E     -   0.99996470  x   1.00002385  =   0.99998855
 MF0611!SPC IL W     -   0.99996470  x   1.00004039  =   1.00000509
 MF0611!UTM  16      -   0.99996470  x   0.99997303  =   0.99993773
 MF0611
 MF0611|---------------------------------------------------------------------|
 MF0611| PID    Reference Object                     Distance      Geod. Az  |
 MF0611|                                                           dddmmss.s |
 MF0611| MF0610 KANE RM 2                            20.531 METERS 04611     |
 MF0611| MF0612 KANE RM                               6.105 METERS 12657     |
 MF0611| MF1564 MENDOTA CALIF PACKING CO TANK       APPROX. 5.4 KM 1880356.9 |
 MF0611| MF1560 MENDOTA MUNICIPAL TANK              APPROX. 6.5 KM 2004230.5 |
 MF0611| MF1562 WELLAND MICH WISC PLINE KSD 81      APPROX. 1.1 KM 3113159.8 |
 MF0611|---------------------------------------------------------------------|
 MF0611
 MF0611                          SUPERSEDED SURVEY CONTROL
 MF0611
 MF0611  NAD 83(1997)-  41 36 15.96342(N)    089 05 21.47038(W) AD(       ) 2
 MF0611  NAD 83(1986)-  41 36 15.96922(N)    089 05 21.47564(W) AD(       ) 2
 MF0611  NAD 27      -  41 36 15.86410(N)    089 05 21.18220(W) AD(       ) 2
 MF0611  NGVD 29 (??/??/92)  258.101  (m)          846.79   (f) ADJ UNCH    1 1
 MF0611
 MF0611.Superseded values are not recommended for survey control.
 MF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0611.See file dsdata.txt to determine how the superseded data were derived.
 MF0611
 MF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2589707967(NAD 83)
 MF0611_MARKER: DS = TRIANGULATION STATION DISK
 MF0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0611_STAMPING: KANE 1920 846.832
 MF0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0611+STABILITY: SURFACE MOTION
 MF0611
 MF0611  HISTORY     - Date     Condition        Report By
 MF0611  HISTORY     - 1920     MONUMENTED       CGS
 MF0611  HISTORY     - 1954     GOOD             CGS
 MF0611  HISTORY     - 1969     GOOD             CGS
 MF0611  HISTORY     - 1969     GOOD             NGS
 MF0611  HISTORY     - 1970     GOOD             NGS
 MF0611  HISTORY     - 19970618 GOOD             USPSQD
 MF0611  HISTORY     - 20020619 POOR             USPSQD
 MF0611
 MF0611                          STATION DESCRIPTION
 MF0611
 MF0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0611'STATION IS ABOUT 1-3/4 MILES S OF WELLAND, ON THE E SIDE OF
 MF0611'THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK, 100 YARDS
 MF0611'N OF THE SECOND ROAD CROSSING S OF WELLAND, 160 YARDS S
 MF0611'OF RAILROAD BRIDGE V 36, 140 YARDS N OF THE POINT OF TANGENCY
 MF0611'OF THE FIRST CURVE S OF WELLAND, ON THE BANK OF A CUT, AND
 MF0611'7.35 METERS (24.12 FEET) E OF THE E AND NEAREST RAIL.  THE
 MF0611'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF0611'DISKS SET IN CONCRETE.
 MF0611'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR
 MF0611'THE FENCE LINE, 6.11 METERS (20.05 FEET) FROM THE STATION,
 MF0611'S 58 DEG 48 MIN E.
 MF0611
 MF0611                          STATION RECOVERY (1954)
 MF0611
 MF0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0611'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 MF0611'IN 1920.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH FOLLOWING
 MF0611'ADDITIONS AND CHANGES--
 MF0611'
 MF0611'CHANGE THE LINE 100 YARDS NORTH OF THE SECOND ROAD CROSSING
 MF0611'SOUTH OF WELLAND SHOULD READ 12-1/2 RAILS NORTHEAST OF THE
 MF0611'CENTER OF A NORTH-SOUTH SECTION LINE ROAD CROSSING.
 MF0611'
 MF0611'STATION IS ABOUT OPPOSITE THE THIRD TELEPHONE POLE NORTHEAST
 MF0611'OF THE SECTION LINE ROAD CROSSING AND 3 FEET SOUTHEAST OF THE
 MF0611'TOP OF A CUT.
 MF0611'
 MF0611'TO REACH FROM WELLAND GO SOUTH ON FIRST ROAD EAST OF THE TRACKS
 MF0611'FOR 2.0 MILES TO THE SECOND CROSSROAD, TURN RIGHT AND GO
 MF0611'WEST FOR 1.0 MILE TO CROSSROAD, TURN RIGHT AND GO NORTH FOR
 MF0611'0.35 MILE TO RAILROAD CROSSING AND THE STATION ON THE RIGHT.
 MF0611
 MF0611                          STATION RECOVERY (1969)
 MF0611
 MF0611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0611'THE STATION MARK, STAMPED KANE 1920 846.832 IS ABOUT 4.5
 MF0611'MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 MF0611'RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 0.3 MILE
 MF0611'NORTHEAST OF MILEPOST 65, 183 YARDS SOUTHWEST OF THE SOUTHWEST
 MF0611'END OF A WOODEN RAILROAD TRESTLE, 133 YARDS NORTHEAST OF THE
 MF0611'CENTER OF A CROSSING OF THE RAILROAD AND A DIRT ROAD, 27 FEET
 MF0611'SOUTHEAST OF THE SOUTHEAST RAIL, 20-1/2 FEET NORTHWEST OF A
 MF0611'FENCE, 20.05 FEET NORTHWEST OF R.M. KANE, 67.35 FEET SOUTHWEST
 MF0611'OF KANE R.M. 2, ABOUT 8 FEET ABOVE THE LEVEL OF THE TRACK,
 MF0611'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH
 MF0611'ABOVE THE SURFACE OF THE GROUND.
 MF0611'
 MF0611'R.M. KANE, STAMPED KANE 1920 846.612 IS 20.05 FEET SOUTHEAST
 MF0611'OF THE STATION MARK, 67.10 FEET SOUTHWEST OF R.M. 2, 47 FEET
 MF0611'SOUTHEAST OF THE STATION MARK, 67.10 FEET SOUTHWEST OF R.M. 2,
 MF0611'47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.5 FEET NORTH OF A
 MF0611'WOODEN WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 MF0611'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 MF0611'WITH THE SURFACE OF THE GROUND.  NOTE--THE R.M. IS SET SHALLOW
 MF0611'AND IS LOOSE.  THIS MARK WAS NOT LEVELED TO BY THIS PARTY IN
 MF0611'1969.
 MF0611'
 MF0611'R.M. 2, STAMPED KANE NO 2 1920 IS 67.35 FEET NORTHEAST OF THE
 MF0611'STATION MARK, 67.10 FEET NORTHEAST OF R.M. KANE, 160 YARDS
 MF0611'SOUTHWEST OF THE SOUTHWEST END OF A WOODEN RAILROAD TRESTLE,
 MF0611'156 YARDS NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 MF0611'AND A DIRT ROAD, 45-1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 MF0611'2 FEET NORTHWEST OF A FENCE, ABOUT 8 FEET ABOVE THE LEVEL OF THE
 MF0611'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MF0611'1 INCH ABOVE THE SURFACE OF THE GROUND.
 MF0611'
 MF0611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 MF0611'NORTH
 MF0611
 MF0611                          STATION RECOVERY (1969)
 MF0611
 MF0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0611'4.5 MI N FROM MENDOTA.
 MF0611'ABOUT 4.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0611'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA,
 MF0611'0.3 MILE NORTHEAST OF MILEPOST 65, 183 YARDS SOUTHWEST OF
 MF0611'THE SOUTHWEST END OF A WOODEN RAILROAD TRESTLE, 133 YARDS
 MF0611'NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 MF0611'DIRT ROAD, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 20 1/2
 MF0611'FEET NORTHWEST OF A FENCE, 20.05 FEET NORTHWEST OF RM KANE,
 MF0611'67.35 FEET SOUTHWEST OF KANE RM 2, ABOUT 8 FEET ABOVE THE
 MF0611'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MF0611'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC
 MF0611'11, T 36N, R 1E.
 MF0611
 MF0611                          STATION RECOVERY (1970)
 MF0611
 MF0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF0611'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE R.M. WAS
 MF0611'FOUND TO BE LOOSE AND WAS RE-ENFORCED AT THIS TIME.  THE DISTANCE
 MF0611'TO THE R.M. CHECKED.  REFERENCE MARK 2 WHICH WAS SET AND OCCUPIED
 MF0611'IN 1954 WAS TAKEN ALONG WITH OTHER OBJECTS THAT WERE VISIBLE.
 MF0611'A NEW DESCRIPTION FOLLOWS.
 MF0611'
 MF0611'THE STATION IS LOCATED ALONG THE EAST SIDE OF THE CHICAGO,
 MF0611'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD 4.5 MILES NORTH OF
 MF0611'THE STATION IN MENDOTA, 1 FOOT SOUTH OF A METAL WITNESS POST,
 MF0611'133 YARDS NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 MF0611'AND GRAVELED ROAD, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 MF0611'20 FEET NORTHWEST OF A FENCE, 183 YARDS SOUTHWEST OF THE
 MF0611'SOUTHWEST END OF A WOODEN TRESTLE AND 8 FEET ABOVE THE LEVEL OF
 MF0611'THE TRACK.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 MF0611'IS STAMPED KANE 1920 846.832.
 MF0611'
 MF0611'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 MF0611'51 AT COMPTON, GO SOUTH ON HIGHWAY 51 FOR 6.25 MILES TO
 MF0611'CROSSROAD AT LA SALLE AND LEE COUNTY LINE.  TURN LEFT AND
 MF0611'GO EAST ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN
 MF0611'RIGHT AND GO SOUTH FOR 0.95 MILE TO A CROSSROAD.  CONTINUE
 MF0611'SOUTH ON GRAVELED ROAD FOR 0.65 MILE TO RAILROAD CROSSING
 MF0611'AND THE STATION.
 MF0611'
 MF0611'R.M. KANE 1920 IS 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 MF0611'THE TRACKS, 110 YARDS NORTHEAST OF THE CROSSING, 2 FEET
 MF0611'NORTHWEST OF THE FENCE AND 8 FEET ABOVE THE LEVEL OF THE TRACK.
 MF0611'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED KANE 1920
 MF0611'846.612.
 MF0611'
 MF0611'REFERENCE MARK 2 IS 156 YARDS NORTHEAST OF THE CENTER OF THE
 MF0611'CROSSING, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MF0611'TRACKS, 2 FEET NORTHWEST OF A FENCE AND ABOUT 8 FEET ABOVE
 MF0611'THE LEVEL OF THE TRACKS.  THE MONUMENT PROJECTS 1 INCH AND
 MF0611'THE DISK IS STAMPED KANE NO 2 1920.
 MF0611'
 MF0611'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0611'
 MF0611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 MF0611'MILES NORTH OF MENDOTA
 MF0611
 MF0611                          STATION RECOVERY (1997)
 MF0611
 MF0611'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0611'RECOVERED IN GOOD CONDITION.
 MF0611
 MF0611                          STATION RECOVERY (2002)
 MF0611
 MF0611'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0611'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0612 ***********************************************************************
 MF0612  DESIGNATION -  KANE RM
 MF0612  PID         -  MF0612
 MF0612  STATE/COUNTY-  IL/LA SALLE
 MF0612  USGS QUAD   -  MENDOTA EAST (1993)
 MF0612
 MF0612                         *CURRENT SURVEY CONTROL
 MF0612  ___________________________________________________________________
 MF0612* NAD 83(1986)-  41 36 16.     (N)    089 05 19.     (W)     SCALED    
 MF0612* NAVD 88     -       258.017  (meters)     846.51   (feet)  ADJUSTED  
 MF0612  ___________________________________________________________________
 MF0612  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0612  DYNAMIC HT  -         257.916 (meters)     846.18  (feet)  COMP
 MF0612  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 MF0612
 MF0612  VERT ORDER  -  FIRST     CLASS II
 MF0612
 MF0612.The horizontal coordinates were scaled from a topographic map and have
 MF0612.an estimated accuracy of +/- 6 seconds.
 MF0612
 MF0612.The orthometric height was determined by differential leveling
 MF0612.and adjusted by the National Geodetic Survey in June 1991..
 MF0612
 MF0612.The geoid height was determined by GEOID03.
 MF0612
 MF0612.The dynamic height is computed by dividing the NAVD 88
 MF0612.geopotential number by the normal gravity value computed on the
 MF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0612.degrees latitude (g = 980.6199 gals.).
 MF0612
 MF0612.The modeled gravity was interpolated from observed gravity values.
 MF0612
 MF0612;                    North         East    Units  Estimated Accuracy
 MF0612;SPC IL E     -   548,450.      237,040.      MT  (+/- 180 meters Scaled)
 MF0612
 MF0612                          SUPERSEDED SURVEY CONTROL
 MF0612
 MF0612  NGVD 29 (??/??/92)  258.048  (m)          846.61   (f) ADJ UNCH    1 2
 MF0612
 MF0612.Superseded values are not recommended for survey control.
 MF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0612.See file dsdata.txt to determine how the superseded data were derived.
 MF0612
 MF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM259079(NAD 83)
 MF0612_MARKER: DR = REFERENCE MARK DISK
 MF0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0612_STAMPING: KANE 1920 846.612
 MF0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0612+STABILITY: SURFACE MOTION
 MF0612
 MF0612  HISTORY     - Date     Condition        Report By
 MF0612  HISTORY     - 1920     MONUMENTED       CGS
 MF0612  HISTORY     - 1969     GOOD             NGS
 MF0612  HISTORY     - 1970     GOOD             NGS
 MF0612  HISTORY     - 19970618 GOOD             USPSQD
 MF0612  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0612
 MF0612                          STATION DESCRIPTION
 MF0612
 MF0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0612'4.5 MI N FROM MENDOTA.
 MF0612'ABOUT 4.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0612'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA,
 MF0612'0.3 MILE NORTHEAST OF MILEPOST 65, 183 YARDS SOUTHWEST OF THE
 MF0612'SOUTHWEST END OF A WOODEN RAILROAD TRESTLE, 133 YARDS NORTHEAST
 MF0612'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A DIRT ROAD,
 MF0612'47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 20.05 FEET SOUTHEAST
 MF0612'OF TRIANGULATION STATION KANE 1920, 67.10 FEET SOUTHWEST OF
 MF0612'KANE RM 2, 1.5 FEET NORTH OF A WOODEN WITNESS POST, ABOUT 8
 MF0612'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MF0612'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 11, T 36N,
 MF0612'R 1E.  NOTE-- THE MARK IS SET SHALLOW AND IS LOOSE.  NOTE-- THE
 MF0612'MARK WAS RE-ENFORCED AT THIS TIME AND LEVELS RAN FROM KANE
 MF0612'1920.  COMPUTATIONS INDICATE ELEVATION HAS NOT CHANGED.
 MF0612
 MF0612                          STATION RECOVERY (1970)
 MF0612
 MF0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MF0612'RECOVERED IN GOOD CONDITION.
 MF0612
 MF0612                          STATION RECOVERY (1997)
 MF0612
 MF0612'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0612'RECOVERED IN GOOD CONDITION.
 MF0612
 MF0612                          STATION RECOVERY (2002)
 MF0612
 MF0612'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0610 ***********************************************************************
 MF0610  DESIGNATION -  KANE RM 2
 MF0610  PID         -  MF0610
 MF0610  STATE/COUNTY-  IL/LA SALLE
 MF0610  USGS QUAD   -  MENDOTA EAST (1993)
 MF0610
 MF0610                         *CURRENT SURVEY CONTROL
 MF0610  ___________________________________________________________________
 MF0610* NAD 83(1997)-  41 36 16.42386(N)    089 05 20.82973(W)     ADJUSTED  
 MF0610* NAVD 88     -       258.197  (meters)     847.10   (feet)  ADJUSTED  
 MF0610  ___________________________________________________________________
 MF0610  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MF0610  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MF0610  DYNAMIC HT  -         258.096 (meters)     846.77  (feet)  COMP
 MF0610  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 MF0610
 MF0610  HORZ ORDER  -  THIRD
 MF0610  VERT ORDER  -  FIRST     CLASS I
 MF0610
 MF0610.The horizontal coordinates were established by classical geodetic methods
 MF0610.and adjusted by the National Geodetic Survey in October 1999..
 MF0610
 MF0610.The orthometric height was determined by differential leveling
 MF0610.and adjusted by the National Geodetic Survey in June 1991..
 MF0610
 MF0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0610
 MF0610.The geoid height was determined by GEOID03.
 MF0610
 MF0610.The dynamic height is computed by dividing the NAVD 88
 MF0610.geopotential number by the normal gravity value computed on the
 MF0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0610.degrees latitude (g = 980.6199 gals.).
 MF0610
 MF0610.The modeled gravity was interpolated from observed gravity values.
 MF0610
 MF0610;                    North         East     Units Scale Factor Converg.
 MF0610;SPC IL E     -   548,458.562   236,997.727   MT  1.00002383   -0 30 06.7
 MF0610;SPC IL E     - 1,799,401.13    777,550.04   sFT  1.00002383   -0 30 06.7
 MF0610;SPC IL W     -   548,724.961   789,821.555   MT  1.00004043   +0 42 55.9
 MF0610;SPC IL W     - 1,800,275.14  2,591,272.89   sFT  1.00004043   +0 42 55.9
 MF0610;UTM  16      - 4,607,980.584   325,912.431   MT  0.99997296   -1 23 15.0
 MF0610
 MF0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0610!SPC IL E     -   0.99996468  x   1.00002383  =   0.99998851
 MF0610!SPC IL W     -   0.99996468  x   1.00004043  =   1.00000511
 MF0610!UTM  16      -   0.99996468  x   0.99997296  =   0.99993764
 MF0610
 MF0610:                Primary Azimuth Mark                     Grid Az
 MF0610:SPC IL E     -  MENDOTA CALIF PACKING CO TANK            188 42 06.3
 MF0610:SPC IL W     -  MENDOTA CALIF PACKING CO TANK            187 29 03.7
 MF0610:UTM  16      -  MENDOTA CALIF PACKING CO TANK            189 35 14.6
 MF0610
 MF0610|---------------------------------------------------------------------|
 MF0610| PID    Reference Object                     Distance      Geod. Az  |
 MF0610|                                                           dddmmss.s |
 MF0610| MF1564 MENDOTA CALIF PACKING CO TANK       APPROX. 5.4 KM 1881159.6 |
 MF0610| MF1560 MENDOTA MUNICIPAL TANK              APPROX. 6.5 KM 2004710.1 |
 MF0610| MF1561 MENDOTA PUB SER KSA 249 MAST        APPROX. 6.2 KM 2031109.7 |
 MF0610| MF0612 KANE RM                              20.445 METERS 20902     |
 MF0610| MF0611 KANE                                 20.531 METERS 22611     |
 MF0610| MF1562 WELLAND MICH WISC PLINE KSD 81      APPROX. 1.1 KM 3102801.0 |
 MF0610|---------------------------------------------------------------------|
 MF0610
 MF0610                          SUPERSEDED SURVEY CONTROL
 MF0610
 MF0610  NAD 83(1997)-  41 36 16.42425(N)    089 05 20.83069(W) AD(       ) 3
 MF0610  NAD 83(1986)-  41 36 16.42998(N)    089 05 20.83604(W) AD(       ) 3
 MF0610  NAD 27      -  41 36 16.32490(N)    089 05 20.54260(W) AD(       ) 3
 MF0610  NGVD 29 (??/??/92)  258.225  (m)          847.19   (f) ADJ UNCH    1 1
 MF0610
 MF0610.Superseded values are not recommended for survey control.
 MF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0610.See file dsdata.txt to determine how the superseded data were derived.
 MF0610
 MF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2591207981(NAD 83)
 MF0610_MARKER: DR = REFERENCE MARK DISK
 MF0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0610_STAMPING: KANE NO 2 1920
 MF0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0610+STABILITY: SURFACE MOTION
 MF0610
 MF0610  HISTORY     - Date     Condition        Report By
 MF0610  HISTORY     - 1970     MONUMENTED       NGS
 MF0610  HISTORY     - 1954     GOOD             CGS
 MF0610  HISTORY     - 1969     GOOD             NGS
 MF0610  HISTORY     - 1970     GOOD             NGS
 MF0610  HISTORY     - 1972     GOOD             ILDT
 MF0610  HISTORY     - 19970618 GOOD             USPSQD
 MF0610  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0610
 MF0610                          STATION DESCRIPTION
 MF0610
 MF0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0610'STATION IS ABOUT 4 MILES NORTH OF MENDOTA AND ABOUT 1-3/4
 MF0610'MILES SOUTH OF WELLAND, ON THE EAST SIDE OF THE CHICAGO, MILWAUKEE
 MF0610'AND ST. PAUL RAILROAD ON THE BANK OF A CUT, 68 FEET NORTHEAST
 MF0610'OF A WHITE WITNESS POST, 46 FEET SOUTHEAST OF THE SOUTHEAST
 MF0610'RAIL AND 2 FEET WEST OF FENCE LINE.  THE MARK IS FLUSH AND THE
 MF0610'DISK IS STAMPED KANE 1920 R.M. NO. 2.  THE ARROW POINTS
 MF0610'TOWARD R.M. NO. 1 AND NOT TOWARD THE STATION.
 MF0610'
 MF0610'REFERENCE MARK NO. 1 IS 67 FEET SOUTHWEST OF THE STATION AND
 MF0610'ALONG THE FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF0610'KANE 1920 846.612.
 MF0610'
 MF0610'KANE 1920 IS 67 FEET SOUTHWEST OF THE STATION AND ON THE
 MF0610'BANK OF THE CUT, 28 FEET SOUTHEAST OF THE SOUTHEAST AND NEAREST
 MF0610'RAIL, 20 FEET WEST OF A WHITE WITNESS POST AND THE FENCE LINE.
 MF0610'THE MARK IS FLUSH AND THE DISK IS STAMPED KANE 1920 846.832.
 MF0610'
 MF0610'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 MF0610'51 AT COMPTON GO SOUTH ON HIGHWAY 51 FOR 6.25 MILES TO CROSSROAD
 MF0610'AT LA SALLE AND LEE COUNTY LINE, TURN LEFT AND GO EAST ON
 MF0610'GRAVEL ROAD FOR 2.0 MILES TO CROSSROAD, TURN RIGHT AND GO SOUTH
 MF0610'FOR 0.95 MILE TO CROSSROAD, CONTINUE SOUTH FOR 0.65 MILE ON DIRT
 MF0610'ROAD TO RAILROAD CROSSING, TURN LEFT AND GO 0.1 MILE ALONG
 MF0610'EAST SIDE OF RAILROAD TRACKS TO STATION ON RIGHT AS DESCRIBED.
 MF0610'
 MF0610'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF0610
 MF0610                          STATION RECOVERY (1969)
 MF0610
 MF0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0610'4.5 MI N FROM MENDOTA.
 MF0610'ABOUT 4.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0610'AND PACIFIC RAILROAD FROM THE RAILROAD STATION AT MENDOTA,
 MF0610'0.3 MILE NORTHEAST OF MILEPOST 65, 160 YARDS SOUTHWEST OF THE
 MF0610'SOUTHWEST END OF A WOODEN RAILROAD TRESTLE, 156 YARDS NORTHEAST
 MF0610'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A DIRT ROAD,
 MF0610'45 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 67.10 FEET NORTHEAST
 MF0610'OF RM KANE, 67.35 FEET NORTHEAST OF TRIANGULATION STATION
 MF0610'KANE 1920, 2 FEET NORTHWEST OF A FENCE, ABOUT 8 FEET ABOVE THE
 MF0610'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MF0610'WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE TRACK, AND SET
 MF0610'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 MF0610'SURFACE OF THE GROUND.  SEC 11, T 36N, R 1E.
 MF0610
 MF0610                          STATION RECOVERY (1970)
 MF0610
 MF0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF0610'THE STATION MARK, KANE 1920 AND THE R.M. WERE FOUND IN GOOD
 MF0610'CONDITION.  HOWEVER THE R.M. SEEMED TO BE LOOSE IN THE GROUND
 MF0610'AND WAS RE-ENFORCED.
 MF0610'
 MF0610'THIS STATION WAS OCCUPIED FOR ADDITION OBJECTS TO BE CUT IN.
 MF0610'THE DIRECTION TO ALL OBJECTS CHECKED.  THE DISTANCE AND DIRECTION
 MF0610'TO KANE 1920 CHECKED AS DID THE DISTANCE AND DIRECTION TO KANE
 MF0610'1920 R.M.
 MF0610'
 MF0610'FOR ANY ADDITION INFORMATION SEE THE 1970 RECOVERY NOTE FOR
 MF0610'TRIANGULATION STATION KANE 1920.
 MF0610'
 MF0610'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0610'
 MF0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 MF0610'MILES NORTH OF MENDOTA
 MF0610
 MF0610                          STATION RECOVERY (1972)
 MF0610
 MF0610'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (DRR)
 MF0610'KANE 1920 RM 2 RECOVERED GOOD.
 MF0610'
 MF0610'KANE 1920 RECOVERED GOOD.
 MF0610'
 MF0610'KANE 1920 RECOVERED GOOD.
 MF0610'
 MF0610'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MF0610'
 MF0610'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH-NORTH EAST
 MF0610'OF MENDOTA.
 MF0610
 MF0610                          STATION RECOVERY (1997)
 MF0610
 MF0610'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0610'RECOVERED IN GOOD CONDITION.
 MF0610
 MF0610                          STATION RECOVERY (2002)
 MF0610
 MF0610'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1474 ***********************************************************************
 MF1474  DESIGNATION -  KANEVILLE
 MF1474  PID         -  MF1474
 MF1474  STATE/COUNTY-  IL/KANE
 MF1474  USGS QUAD   -  MAPLE PARK (1975)
 MF1474
 MF1474                         *CURRENT SURVEY CONTROL
 MF1474  ___________________________________________________________________
 MF1474* NAD 83(1997)-  41 53 38.87412(N)    088 31 01.36168(W)     ADJUSTED  
 MF1474* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 MF1474  ___________________________________________________________________
 MF1474  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 MF1474  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1474
 MF1474  HORZ ORDER  -  SECOND
 MF1474
 MF1474.The horizontal coordinates were established by classical geodetic methods
 MF1474.and adjusted by the National Geodetic Survey in October 1999..
 MF1474
 MF1474.The orthometric height was scaled from a topographic map.
 MF1474
 MF1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1474
 MF1474.The geoid height was determined by GEOID03.
 MF1474
 MF1474;                    North         East     Units Scale Factor Converg.
 MF1474;SPC IL E     -   580,360.193   284,754.531   MT  0.99997786   -0 07 21.6
 MF1474;SPC IL E     - 1,904,065.07    934,232.16   sFT  0.99997786   -0 07 21.6
 MF1474;UTM  16      - 4,639,134.559   374,152.293   MT  0.99979489   -1 00 47.3
 MF1474
 MF1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1474!SPC IL E     -   0.99996190  x   0.99997786  =   0.99993976
 MF1474!UTM  16      -   0.99996190  x   0.99979489  =   0.99975679
 MF1474
 MF1474:                Primary Azimuth Mark                     Grid Az
 MF1474:SPC IL E     -  PLATO TOWNSHIP ATT MICROWAVE             011 16 32.0
 MF1474:UTM  16      -  PLATO TOWNSHIP ATT MICROWAVE             012 09 57.7
 MF1474
 MF1474|---------------------------------------------------------------------|
 MF1474| PID    Reference Object                     Distance      Geod. Az  |
 MF1474|                                                           dddmmss.s |
 MF1474| NH1112 PLATO TOWNSHIP ATT MICROWAVE        APPROX.14.2 KM 0110910.4 |
 MF1474| NH1111 PLATO TOWNSHIP MOTOROLA MAST        APPROX.14.1 KM 0111709.2 |
 MF1474| CI7624 KANEVILLE AZ MK                                    0143632.0 |
 MF1474| MF1411 ELBURN MICH WISC PLINE CO TWR       APPROX. 7.7 KM 0691853.4 |
 MF1474| CI7625 KANEVILLE RM 1                       23.875 METERS 07315     |
 MF1474| MF1388 GENEVA MUNICIPAL TANK               APPROX.16.4 KM 0892416.5 |
 MF1474| CI7626 KANEVILLE RM 2                       21.113 METERS 15505     |
 MF1474| MF1473 MAPLE PARK MUNICIPAL TANK           APPROX. 6.7 KM 2821505.8 |
 MF1474|---------------------------------------------------------------------|
 MF1474
 MF1474                          SUPERSEDED SURVEY CONTROL
 MF1474
 MF1474  NAD 83(1986)-  41 53 38.87650(N)    088 31 01.37040(W) AD(       ) 2
 MF1474  NAD 27      -  41 53 38.77620(N)    088 31 01.07910(W) AD(       ) 2
 MF1474
 MF1474.Superseded values are not recommended for survey control.
 MF1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1474.See file dsdata.txt to determine how the superseded data were derived.
 MF1474
 MF1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7415239135(NAD 83)
 MF1474_MARKER: DS = TRIANGULATION STATION DISK
 MF1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1474
 MF1474  HISTORY     - Date     Condition        Report By
 MF1474  HISTORY     - 1954     MONUMENTED       CGS
 MF1474  HISTORY     - 1956     GOOD             CGS
 MF1474  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MF1474  HISTORY     - 19980511 GOOD             USPSQD
 MF1474
 MF1474                          STATION DESCRIPTION
 MF1474
 MF1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1474'STATION IS LOCATED ABOUT 12 MILES EAST OF DE KALB AND 11
 MF1474'MILES SOUTHEAST OF SYCAMORE AND ON THE PROPERTY OF MARVIN
 MF1474'JOHNSON.  IT IS 41 FEET EAST OF A FENCE LINE AND HIGH ROAD
 MF1474'BANK, 30 FEET EAST OF A 30 INCH OAK TREE, 18 FEET SOUTHEAST
 MF1474'OF AN 8 INCH OAK TREE, 16 FEET NORTHWEST OF THE NORTHWEST
 MF1474'LEG OF A WINDMILL TOWER AND 15 FEET NORTHWEST OF A WHITE
 MF1474'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1474'KANEVILLE 1954.
 MF1474'
 MF1474'REFERENCE MARK NO. 1 IS 42 FEET WEST OF A FENCE LINE AND 12
 MF1474'FEET NORTHWEST OF A 24 INCH TWIN OAK TREE.  THE MARK IS FLUSH
 MF1474'AND THE DISK IS STAMPED KANEVILLE NO 1 1954.
 MF1474'
 MF1474'REFERENCE MARK NO. 2 IS 80 FEET EAST OF THE FENCE LINE AND
 MF1474'ROAD BANK, 49 FEET SOUTH OF THE SOUTHWEST LEG OF THE WINDMILL
 MF1474'TOWER AND 10 FEET WEST OF A 24 INCH OAK TREE.  THE MARK IS
 MF1474'FLUSH AND THE DISK IS STAMPED KANEVILLE NO 2 1954.
 MF1474'
 MF1474'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF U.S. ALTERNATE
 MF1474'30, 6 FEET SOUTHWEST OF A POWER LINE POLE, 2 FEET WEST OF A
 MF1474'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE
 MF1474'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KANEVILLE
 MF1474'1954.
 MF1474'
 MF1474'TO REACH THE STATION FROM THE JUNCTION OF U.S. ALTERNATE
 MF1474'30 AND STATE HIGHWAY 23 IN DE KALB GO EAST ON U.S. ALTERNATE
 MF1474'30 FOR 7.9 MILES TO A PAVED CROSSROAD, CONTINUE EAST ON
 MF1474'HIGHWAY 30 FOR 4.3 MILES TO A GRAVEL CROSSROAD*, TURN RIGHT
 MF1474'AND GO SOUTH ON GRAVEL ROAD FOR 0.3 MILE TO A HIGH KNOLL AND
 MF1474'THE STATION ON THE LEFT AS DESCRIBED.
 MF1474'
 MF1474'TO REACH THE AZIMUTH MARK FROM THIS * POINT CONTINUE EAST
 MF1474'ON HIGHWAY 30 FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MF1474'
 MF1474'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1474
 MF1474                          STATION RECOVERY (1956)
 MF1474
 MF1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1474'THE STATION, REFERENCE MARKS NOS. 1 AND
 MF1474'2 AND AZIMUTH MARK RECOVERED AND
 MF1474'FOUND IN GOOD CONDITION.  THE 1956 DIRECTIONS CHECKED WITH
 MF1474'THE 1954 OBSERVATIONS.  THERE WAS A SLIGHT DIFFERENCE FOUND
 MF1474'IN THE MEASUREMENTS TO THE REFERENCE MARKS.  THE DISTANCE
 MF1474'TO REFERENCE MARK 1 AS SHOWN ON THE LIST OF DIRECTION DOES
 MF1474'NOT CHECK WITH THE DISTANCE SHOWN ON THE DESCRIPTION BY .06
 MF1474'FEET.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE .05
 MF1474'FEET SHORTER.
 MF1474'
 MF1474'THE ORIGINAL DESCRIPTION SUBMITTED BY E.L. JONES IN 1954 IS
 MF1474'ADEQUATE.
 MF1474'
 MF1474'DISTANCE AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 MF1474'
 MF1474'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1474
 MF1474                          STATION RECOVERY (1967)
 MF1474
 MF1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1474'REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 MF1474'THE STATION MARKS WERE TORN OUT BY STATE EQUIPMENT WHILE
 MF1474'TAKING TEST TO SEE IF THIS KNOLL COULD BE USED AS FILL FOR A
 MF1474'ROAD.  A NEW STATION WAS ESTABLISHED USING THE ANGLES AND
 MF1474'MEASUREMENTS OFF THE REFERENCE MARKS.  NO OTHER OBJECTS WERE
 MF1474'VISIBLE FROM THE GROUND.  THE PREVIOUS DESCRIPTION IS GOOD
 MF1474'WITH THE FOLLOWING CHANGES.
 MF1474'
 MF1474'THE STATION MARK IS NOW A ROUND CONCRETE MONUMENT PROJECTS
 MF1474'2 INCHES WITH THE DISK STAMPED KANEVILLE 1954 1967.  THE
 MF1474'UNDERGROUND DISK BEARS THE SAME STAMPING.  THE WOODEN WITNESS
 MF1474'POST WAS REPLACED BY A METAL WITNESS POST.
 MF1474'
 MF1474'REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED.
 MF1474'
 MF1474'THE AZIMUTH MARK IS 1 FOOT NORTH OF A METAL WITNESS POST.
 MF1474'
 MF1474'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1474'
 MF1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 MF1474'SOUTHEAST OF SYCAMORE
 MF1474
 MF1474                          STATION RECOVERY (1998)
 MF1474
 MF1474'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2630 ***********************************************************************
 ME2630  DESIGNATION -  KANKAKEE
 ME2630  PID         -  ME2630
 ME2630  STATE/COUNTY-  IL/KANKAKEE
 ME2630  USGS QUAD   -  KANKAKEE (1973)
 ME2630
 ME2630                         *CURRENT SURVEY CONTROL
 ME2630  ___________________________________________________________________
 ME2630* NAD 83(1997)-  41 07 17.71321(N)    087 51 09.85077(W)     ADJUSTED  
 ME2630* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 ME2630  ___________________________________________________________________
 ME2630  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 ME2630  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 ME2630
 ME2630  HORZ ORDER  -  FIRST
 ME2630
 ME2630.The horizontal coordinates were established by classical geodetic methods
 ME2630.and adjusted by the National Geodetic Survey in October 1999..
 ME2630
 ME2630.The orthometric height was scaled from a topographic map.
 ME2630
 ME2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2630
 ME2630.The geoid height was determined by GEOID03.
 ME2630
 ME2630;                    North         East     Units Scale Factor Converg.
 ME2630;SPC IL E     -   494,655.637   340,359.777   MT  0.99999504   +0 18 57.9
 ME2630;SPC IL E     - 1,622,882.70  1,116,663.70   sFT  0.99999504   +0 18 57.9
 ME2630;UTM  16      - 4,552,604.865   428,415.159   MT  0.99966307   -0 33 39.0
 ME2630
 ME2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2630!SPC IL E     -   0.99997394  x   0.99999504  =   0.99996898
 ME2630!UTM  16      -   0.99997394  x   0.99966307  =   0.99963702
 ME2630
 ME2630:                Primary Azimuth Mark                     Grid Az
 ME2630:SPC IL E     -  KANKAKEE GENERAL FOODS CO TANK           027 37 30.7
 ME2630:UTM  16      -  KANKAKEE GENERAL FOODS CO TANK           028 30 07.6
 ME2630
 ME2630|---------------------------------------------------------------------|
 ME2630| PID    Reference Object                     Distance      Geod. Az  |
 ME2630|                                                           dddmmss.s |
 ME2630| ME2622 KANKAKEE GENERAL FOODS CO TANK      APPROX. 1.1 KM 0275628.6 |
 ME2630| CM2932 KANKAKEE RM 1                        30.965 METERS 14557     |
 ME2630| ME2631 KANKAKEE ST HOSP PWR PLT STK        APPROX. 2.5 KM 2104742.0 |
 ME2630| CM2933 KANKAKEE RM 2                        35.290 METERS 24200     |
 ME2630| ME2639 KANKAKEE RADIO STA WKAN MAST        APPROX. 4.1 KM 2963306.7 |
 ME2630| ME2621 BRADLEY N ILL PUB SERV CO TANK      APPROX. 4.7 KM 3535807.4 |
 ME2630|---------------------------------------------------------------------|
 ME2630
 ME2630                          SUPERSEDED SURVEY CONTROL
 ME2630
 ME2630  NAD 83(1997)-  41 07 17.71331(N)    087 51 09.85066(W) AD(       ) 1
 ME2630  NAD 83(1986)-  41 07 17.71831(N)    087 51 09.85558(W) AD(       ) 1
 ME2630  NAD 27      -  41 07 17.61440(N)    087 51 09.70310(W) AD(       ) 1
 ME2630
 ME2630.Superseded values are not recommended for survey control.
 ME2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2630.See file dsdata.txt to determine how the superseded data were derived.
 ME2630
 ME2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2841552605(NAD 83)
 ME2630_MARKER: DS = TRIANGULATION STATION DISK
 ME2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2630
 ME2630  HISTORY     - Date     Condition        Report By
 ME2630  HISTORY     - 1952     MONUMENTED       CGS
 ME2630  HISTORY     - 1967     GOOD             CGS
 ME2630  HISTORY     - 1973     GOOD             ILHD
 ME2630
 ME2630                          STATION DESCRIPTION
 ME2630
 ME2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2630'STATION IS LOCATED NORTHEAST OF THE BUSINESS SECTION IN THE CITY OF
 ME2630'KANKAKEE, ABOUT 300 FEET EAST OF
 ME2630'WILDWOOD AVENUE, 250 FEET WEST OF EVERGREEN AVENUE.  IT IS 58 FEET
 ME2630'SOUTH OF EAST CHESTNUT STREET, 56
 ME2630'FEET EAST OF THE CENTER OF A NORTH-SOUTH ALLEY AND
 ME2630'6 FEET SOUTH OF A WHITE WITNESS POST.  IT IS ON CITY
 ME2630'OWNED PROPERTY WHICH IS USED AS A
 ME2630'WATER PIPE STORAGE YARD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 ME2630'STAMPED KANKAKEE 1952.
 ME2630'
 ME2630'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF THE STORAGE YARD, 8 FEET
 ME2630'NORTH OF A HEDGEROW.  THE
 ME2630'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KANKAKEE NO 1
 ME2630'1952.
 ME2630'
 ME2630'REFERENCE MARK NO. 2 IS SET FLUSH IN A DRILL HOLE IN THE FOOTING AT
 ME2630'THE BASE OF THE MOST EASTERLY
 ME2630'LEG OF THE KANKAKEE MUNI. WATER TANK.  THE DISK IS STAMPED KANKAKEE
 ME2630'NO 2 1952.
 ME2630'
 ME2630'NO AZIMUTH MARK WAS SET AT THIS STATION.
 ME2630'
 ME2630'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 ME2630
 ME2630                          STATION RECOVERY (1967)
 ME2630
 ME2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2630'ALL MARKS FOUND IN GOOD CONDITION.  THE STATION IS NOW ON PRIVATE
 ME2630'PROPERTY AND FLUSH
 ME2630'WITH THE GROUND.  IT IS 44 FEET WEST OF THE NORTHWEST
 ME2630'CORNER OF A BRICK HOUSE AT 293
 ME2630'CHESNUT STREET AND 16 FEET SOUTHEAST OF
 ME2630'A 30 INCH MAPLE TREE.  REFERENCE MARK 1 IS 12
 ME2630'FEET NORTHWEST OF THE NORTHEAST
 ME2630'CORNER OF A HOUSE (275 CHESNUT STREET) 7 FEET EAST OF A 20 INCH
 ME2630'ELM TREE AND
 ME2630'PROJECTS 2 INCHES.
 ME2630'
 ME2630'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KANKAKEE
 ME2630
 ME2630                          STATION RECOVERY (1973)
 ME2630
 ME2630'RECOVERY NOTE BY IL HIGHWAY DEPT 1973 (JWH)
 ME2630'KANKAKEE 1952 GOOD,
 ME2630'KANKAKEE NO. 1
 ME2630'1952 GOO,
 ME2630'KANKAKEE NO. 2 1952 GOOD.
 ME2630'
 ME2630'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED EXCEPT FOR THE
 ME2630'FOLLOWING- WITNESS POST HAS BEEN
 ME2630'DESTROYED, STORAGE YARD AND HEDGE ROW NO LONGER EXIST.  PROPERTY IS
 ME2630'NOW OWNED BY MR. WISCHNOUSKY, HOUSE
 ME2630'293.  NEW REFS. STA. MARK IS 47.0 FT. WESTERLY OF N.W.
 ME2630'CORNER OF HOUSE 293, AND MARK IS FLUSH.  RM 1-
 ME2630'IS 34.6 FT. SE OF SW CORNER HOUSE 293,
 ME2630'26.4 FT SSW OF SE CORNER HOUSE 293, AND 2.0 FT N. OF PROPERTY
 ME2630'LINE.  MARK PROJECTS 2 INCHES.
 ME2630'
 ME2630'DISTANCE AND DIRECTION FROM NEAREST TOWN- NE PART OF CITY OF
 ME2630'KANKAKEE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1275 ***********************************************************************
 MF1275  DESIGNATION -  KANKAKEE 2
 MF1275  PID         -  MF1275
 MF1275  STATE/COUNTY-  IL/LA SALLE
 MF1275  USGS QUAD   -  MENDOTA EAST (1993)
 MF1275
 MF1275                         *CURRENT SURVEY CONTROL
 MF1275  ___________________________________________________________________
 MF1275* NAD 83(1986)-  41 35 05.     (N)    089 06 17.     (W)     SCALED    
 MF1275* NAVD 88     -       244.27   (meters)     801.4    (feet)  RESET     
 MF1275  ___________________________________________________________________
 MF1275  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1275
 MF1275  VERT ORDER  -  THIRD
 MF1275
 MF1275.The horizontal coordinates were scaled from a topographic map and have
 MF1275.an estimated accuracy of +/- 6 seconds.
 MF1275
 MF1275.The orthometric height was computed from unverified reset data.
 MF1275.No vertical observational check was made to the station.
 MF1275
 MF1275.The geoid height was determined by GEOID03.
 MF1275
 MF1275;                    North         East    Units  Estimated Accuracy
 MF1275;SPC IL E     -   546,270.      235,680.      MT  (+/- 180 meters Scaled)
 MF1275
 MF1275                          SUPERSEDED SURVEY CONTROL
 MF1275
 MF1275  NGVD 29 (03/28/06)  244.30   (m)          801.5    (f) RESET       3  
 MF1275
 MF1275.Superseded values are not recommended for survey control.
 MF1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1275.See file dsdata.txt to determine how the superseded data were derived.
 MF1275
 MF1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM245058(NAD 83)
 MF1275_MARKER: DH = HORIZONTAL CONTROL DISK
 MF1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1275_STAMPING: KANKAKEE 2 1983
 MF1275_MARK LOGO: NGS   
 MF1275_PROJECTION: FLUSH
 MF1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1275+STABILITY: SURFACE MOTION
 MF1275
 MF1275  HISTORY     - Date     Condition        Report By
 MF1275  HISTORY     - 1983     MONUMENTED       NGS
 MF1275  HISTORY     - 19830830 GOOD             NGS
 MF1275  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF1275  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1275
 MF1275                          STATION DESCRIPTION
 MF1275
 MF1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MF1275'5.1 KM (3.2 MI) NE FROM MENDOTA.
 MF1275'FROM THE POST OFFICE IN MENDOTA, GO 1.7 KM (1.05 MI) EAST ALONG U.S.
 MF1275'HIGHWAY 34 TO A RESTURANT ON THE RIGHT AND FIRST STREET, TURN LEFT
 MF1275'AND GO NORTH ALONG FIRST STREET FOR 3.2 KM (2.0 MI) TO A CROSSROAD,
 MF1275'N 45TH ROAD, TURN RIGHT AND GO EAST FOR 0.2 KM (0.15 MI) TO THE
 MF1275'MARK ON THE LEFT, ON THE PROPERTY AND RESIDENCE OF FEIK SISTERS,
 MF1275'ROUTE NUMBER 1, MENDOTA, IL, 17.4 METERS (57.0 FEET) EAST OF A
 MF1275'34-INCH MAPLE TREE, 9.1 METERS (30.0 FEET) NORTH OF THE CENTERLINE
 MF1275'OF COUNTY ROUTE N 45TH ROAD, AND 4.6 METERS (15.0 FEET) WEST OF
 MF1275'A UTILITY POLE.
 MF1275'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 MF1275
 MF1275                          STATION RECOVERY (1983)
 MF1275
 MF1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MF1275'THE STATION IS LOCATED ABOUT 2 1/2 MILES N OF MENDOTA ON PROPERTY
 MF1275'OWNED BY THE FEIK SISTERS WHO LIVE AT THE STATION SITE.  MAILING
 MF1275'ADDRESS, RT 1 MENDOTA, IL 61342.  TO REACH THE STATION FROM THE POST
 MF1275'OFFICE IN MENDOTA, GO E ON U.S HWY 34 FOR 1.05 MILES (1.69 KM) TO A
 MF1275'RESTAURANT (ZIGGIES) ON RIGHT AND THE JUNCTION WITH 1ST AVE.  TURN
 MF1275'LEFT ON 1ST AVE AND GO N, THIS ROAD BECOMES E 3RD ROAD, FOR 2.0 MILES
 MF1275'(3.2 KM) TO A CROSS ROAD, N 45TH RD.  TURN RIGHT AND GO E FOR 0.15
 MF1275'MILES (0.24 KM) TO THE STATION N LEFT AS DESCRIBED.
 MF1275' 
 MF1275'THE STATION IS A STANDARD NGS DISK STAMPED---KANKAKEE 2 1983---, SET
 MF1275'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN
 MF1275'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 17.374 METERS
 MF1275'(57.001 FT) E FROM A 34 INCH MAPLE TREE, 9.144 METERS (30.000 FT) N
 MF1275'FROM THE CENTER LINE OF COUNTY ROUTE N 45TH RD, 4.572 METERS (15.000
 MF1275'FT) W FROM A UTILITY POLE AND 0.305 METERS (1.001 FT) N FROM A WITNESS
 MF1275'POST AND FENCE LINE.  RM NO 4, IS A STANDARD NGS DISK
 MF1275'STAMPED---KANKAKEE 2 NO 4 1983---, SET INTO THE TOP OF A ROUND
 MF1275'CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.
 MF1275'THE STATION IS LOCATED 9.022 METERS (29.600 FT) N FROM THE CENTER LINE
 MF1275'OF COUNTY ROUTE N 45TH RD, 0.488 METERS (1.601 FT) W FROM THE UTILITY
 MF1275'POLE AND 0.610 METERS (2.001 FT) N FROM THE FENCE LINE, AND LEVEL WITH
 MF1275'THE STATION.  RM NO 5, IS A STANDARD NGS DISK STAMPED---KANKAKEE 2 NO
 MF1275'5 1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 MF1275'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 12.984
 MF1275'METERS (42.598 FT) E FROM THE 34 INCH MAPLE TREE, 8.717 METERS (28.599
 MF1275'FT) N FROM THE CENTER LINE OF COUNTY ROUTE N 45TH RD, 0.305 METERS
 MF1275'(1.001 FT) N FROM THE FENCE LINE, AND LEVEL WITH THE STATION.  AZ MK
 MF1275'NO 1, IS A STANDARD NGS DISK STAMPED---KANKAKEE 2 1983---, SET INTO
 MF1275'THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER,
 MF1275'FLUSH WITH GROUND.  THE STATION IS LOCATED 10.058 METERS (32.999 FT) S
 MF1275'FROM THE CENTERLINE OF COUNTY ROUTE N 45TH RD AND 0.488 METERS (1.601
 MF1275'FT) N FROM A WITNESS POST AND FENCE LINE.  TO REACH THE AZ MK FROM THE
 MF1275'STATION GO W ON COUNTY ROUTE N 45TH RD FOR 0.15 MILE (0.24 KM) TO THE
 MF1275'JUNCTION OF COUNTY ROUTE E 3RD RD.  CONTINUE W ON N 45TH RD FOR 0.324
 MF1275'KM (0.20 MI) TO THE MARK ON LEFT AS DESCRIBED.
 MF1275
 MF1275                          STATION RECOVERY (1997)
 MF1275
 MF1275'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1275'MARK NOT FOUND.
 MF1275
 MF1275                          STATION RECOVERY (2002)
 MF1275
 MF1275'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1275' 
 MF1275' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1276 ***********************************************************************
 MF1276  DESIGNATION -  KANKAKEE 2 RM 4
 MF1276  PID         -  MF1276
 MF1276  STATE/COUNTY-  IL/LA SALLE
 MF1276  USGS QUAD   -  MENDOTA EAST (1993)
 MF1276
 MF1276                         *CURRENT SURVEY CONTROL
 MF1276  ___________________________________________________________________
 MF1276* NAD 83(1986)-  41 35 05.     (N)    089 06 17.     (W)     SCALED    
 MF1276* NAVD 88     -       244.13   (meters)     800.9    (feet)  RESET     
 MF1276  ___________________________________________________________________
 MF1276  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1276
 MF1276  VERT ORDER  -  THIRD
 MF1276
 MF1276.The horizontal coordinates were scaled from a topographic map and have
 MF1276.an estimated accuracy of +/- 6 seconds.
 MF1276
 MF1276.The orthometric height was computed from unverified reset data.
 MF1276.No vertical observational check was made to the station.
 MF1276
 MF1276.The geoid height was determined by GEOID03.
 MF1276
 MF1276;                    North         East    Units  Estimated Accuracy
 MF1276;SPC IL E     -   546,270.      235,680.      MT  (+/- 180 meters Scaled)
 MF1276
 MF1276                          SUPERSEDED SURVEY CONTROL
 MF1276
 MF1276  NGVD 29 (03/28/06)  244.16   (m)          801.0    (f) RESET       3  
 MF1276
 MF1276.Superseded values are not recommended for survey control.
 MF1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1276.See file dsdata.txt to determine how the superseded data were derived.
 MF1276
 MF1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM245058(NAD 83)
 MF1276_MARKER: DR = REFERENCE MARK DISK
 MF1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1276_STAMPING: KANKAKEE 2 1983 RM 4
 MF1276_PROJECTION: FLUSH
 MF1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1276+STABILITY: SURFACE MOTION
 MF1276
 MF1276  HISTORY     - Date     Condition        Report By
 MF1276  HISTORY     - 1983     MONUMENTED       NGS
 MF1276  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF1276  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1276
 MF1276                          STATION DESCRIPTION
 MF1276
 MF1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MF1276'5.1 KM (3.2 MI) NE FROM MENDOTA.
 MF1276'FROM THE POST OFFICE IN MENDOTA, GO 1.7 KM (1.05 MI) EAST ALONG U.S.
 MF1276'HIGHWAY 34 TO A RESTURANT ON THE RIGHT AND FIRST STREET, TURN LEFT
 MF1276'AND GO NORTH ALONG FIRST STREET FOR 3.2 KM (2.0 MI) TO A CROSSROAD,
 MF1276'N 45TH ROAD, TURN RIGHT AND GO EAST FOR 0.2 KM (0.15 MI) TO THE
 MF1276'MARK ON THE LEFT, ON THE PROPERTY AND RESIDENCE OF FEIK SISTERS,
 MF1276'ROUTE NUMBER 1, MENDOTA, IL, 9.0 METERS (29.6 FEET) NORTH OF THE
 MF1276'CENTER OF COUNTY ROUTE N 45TH ROAD, AND 0.6 METER (2.0 FEET)
 MF1276'NORTH OF A FENCELINE.
 MF1276'THE MARK IS 1.6 FT  W FROM A WITNESS POST.
 MF1276
 MF1276                          STATION RECOVERY (1997)
 MF1276
 MF1276'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1276'MARK NOT FOUND.
 MF1276
 MF1276                          STATION RECOVERY (2002)
 MF1276
 MF1276'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1276' 
 MF1276' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1277 ***********************************************************************
 MF1277  DESIGNATION -  KANKAKEE 2 RM 5
 MF1277  PID         -  MF1277
 MF1277  STATE/COUNTY-  IL/LA SALLE
 MF1277  USGS QUAD   -  MENDOTA EAST (1993)
 MF1277
 MF1277                         *CURRENT SURVEY CONTROL
 MF1277  ___________________________________________________________________
 MF1277* NAD 83(1986)-  41 35 05.     (N)    089 06 17.     (W)     SCALED    
 MF1277* NAVD 88     -       244.31   (meters)     801.5    (feet)  RESET     
 MF1277  ___________________________________________________________________
 MF1277  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1277
 MF1277  VERT ORDER  -  THIRD
 MF1277
 MF1277.The horizontal coordinates were scaled from a topographic map and have
 MF1277.an estimated accuracy of +/- 6 seconds.
 MF1277
 MF1277.The orthometric height was computed from unverified reset data.
 MF1277.No vertical observational check was made to the station.
 MF1277
 MF1277.The geoid height was determined by GEOID03.
 MF1277
 MF1277;                    North         East    Units  Estimated Accuracy
 MF1277;SPC IL E     -   546,270.      235,680.      MT  (+/- 180 meters Scaled)
 MF1277
 MF1277                          SUPERSEDED SURVEY CONTROL
 MF1277
 MF1277  NGVD 29 (03/28/06)  244.34   (m)          801.6    (f) RESET       3  
 MF1277
 MF1277.Superseded values are not recommended for survey control.
 MF1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1277.See file dsdata.txt to determine how the superseded data were derived.
 MF1277
 MF1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM245058(NAD 83)
 MF1277_MARKER: DR = REFERENCE MARK DISK
 MF1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1277_STAMPING: KANKAKEE 2 1983 RM 5
 MF1277_PROJECTION: FLUSH
 MF1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1277+STABILITY: SURFACE MOTION
 MF1277
 MF1277  HISTORY     - Date     Condition        Report By
 MF1277  HISTORY     - 1983     MONUMENTED       NGS
 MF1277  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF1277  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1277
 MF1277                          STATION DESCRIPTION
 MF1277
 MF1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MF1277'5.1 KM (3.2 MI) NE FROM MENDOTA.
 MF1277'FROM THE POST OFFICE IN MENDOTA, GO 1.7 KM (1.05 MI) EAST ALONG U.S.
 MF1277'HIGHWAY 34 TO A RESTURANT ON THE RIGHT AND FIRST STREET, TURN LEFT
 MF1277'AND GO NORTH ALONG FIRST STREET FOR 3.2 KM (2.0 MI) TO A CROSSROAD
 MF1277'N 45TH ROAD, TURN RIGHT AND GO EAST FOR 0.2 KM (0.15 MI) TO THE
 MF1277'MARK ON THE LEFT, ON THE PROPERTY AND RESIDENCE OF FEIK SISTERS,
 MF1277'ROUTE NUMBER 1, MENDOTA, IL, 12.9 METERS (42.6 FEET) EAST OF A 34-INCH
 MF1277'MAPLE TREE, 8.2 METERS (28.6 FEET) NORTH OF THE CENTERLINE OF COUNTY
 MF1277'ROUTE N45TH ROAD, AND 0.3 METER (1.0 FOOT) NORTH OF A FENCELINE.
 MF1277
 MF1277                          STATION RECOVERY (1997)
 MF1277
 MF1277'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1277'MARK NOT FOUND.
 MF1277
 MF1277                          STATION RECOVERY (2002)
 MF1277
 MF1277'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1277' 
 MF1277' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2635 ***********************************************************************
 ME2635  DESIGNATION -  KANKAKEE A O SMITH CORP TK
 ME2635  PID         -  ME2635
 ME2635  STATE/COUNTY-  IL/KANKAKEE
 ME2635  USGS QUAD   -  KANKAKEE (1973)
 ME2635
 ME2635                         *CURRENT SURVEY CONTROL
 ME2635  ___________________________________________________________________
 ME2635* NAD 83(1997)-  41 05 17.14044(N)    087 52 15.87980(W)     ADJUSTED  
 ME2635* NAVD 88     -                                                        
 ME2635  ___________________________________________________________________
 ME2635  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 ME2635  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 ME2635
 ME2635  HORZ ORDER  -  THIRD
 ME2635
 ME2635.The horizontal coordinates were established by classical geodetic methods
 ME2635.and adjusted by the National Geodetic Survey in October 1999..
 ME2635
 ME2635
 ME2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2635
 ME2635.The geoid height was determined by GEOID03.
 ME2635
 ME2635;                    North         East     Units Scale Factor Converg.
 ME2635;SPC IL E     -   490,927.845   338,839.220   MT  0.99999356   +0 18 13.7
 ME2635;SPC IL E     - 1,610,652.44  1,111,675.01   sFT  0.99999356   +0 18 13.7
 ME2635;UTM  16      - 4,548,901.994   426,838.268   MT  0.99966588   -0 34 21.0
 ME2635
 ME2635                          SUPERSEDED SURVEY CONTROL
 ME2635
 ME2635  NAD 83(1997)-  41 05 17.14058(N)    087 52 15.87963(W) AD(       ) 4
 ME2635  NAD 83(1986)-  41 05 17.14507(N)    087 52 15.88399(W) AD(       ) 4
 ME2635  NAD 27      -  41 05 17.03600(N)    087 52 15.73800(W) AD(       ) 3
 ME2635
 ME2635.Superseded values are not recommended for survey control.
 ME2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2635.See file dsdata.txt to determine how the superseded data were derived.
 ME2635
 ME2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2683848902(NAD 83)
 ME2635_MARKER: 53 = ELEVATED TANK
 ME2635
 ME2635  HISTORY     - Date     Condition        Report By
 ME2635  HISTORY     - 1959     FIRST OBSERVED   CGS
 ME2635
 ME2635                          STATION DESCRIPTION
 ME2635
 ME2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2635'THE STATION IS LOCATED ABOUT 0.25 MILE SOUTH OF THE CITY LIMITS OF
 ME2635'KANKAKEE AND 0.1 MILE WEST
 ME2635'OF U.S. HIGHWAY 45.
 ME2635'
 ME2635'THE STATION IS LARGE OVAL SHAPED WATER TANK SUPPORTED BY 4 LEGS, IS
 ME2635'PAINTED WHITE AND IS
 ME2635'APPROXIMATELY 140 FEET HIGH.
 ME2635'
 ME2635'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP CENTER OF TANK.
 ME2635'
 ME2635'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 45,
 ME2635'ABOUT 1 MILE SOUTH OF KANKAKEE, GO
 ME2635'NORTH ON U.S. HIGHWAY 45 FOR 0.6 MILE TO THE ENTRANCE OF THE A.O.
 ME2635'SMITH CORPORATION ON LEFT AND THE
 ME2635'STATION ON THE WEST SIDE OF LARGE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2622 ***********************************************************************
 ME2622  DESIGNATION -  KANKAKEE GENERAL FOODS CO TANK
 ME2622  PID         -  ME2622
 ME2622  STATE/COUNTY-  IL/KANKAKEE
 ME2622  USGS QUAD   -  BRADLEY (1973)
 ME2622
 ME2622                         *CURRENT SURVEY CONTROL
 ME2622  ___________________________________________________________________
 ME2622* NAD 83(1997)-  41 07 48.20409(N)    087 50 48.46134(W)     ADJUSTED  
 ME2622* NAVD 88     -                                                        
 ME2622  ___________________________________________________________________
 ME2622  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 ME2622  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 ME2622
 ME2622  HORZ ORDER  -  THIRD
 ME2622
 ME2622.The horizontal coordinates were established by classical geodetic methods
 ME2622.and adjusted by the National Geodetic Survey in October 1999..
 ME2622
 ME2622
 ME2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2622
 ME2622.The geoid height was determined by GEOID03.
 ME2622
 ME2622;                    North         East     Units Scale Factor Converg.
 ME2622;SPC IL E     -   495,599.001   340,853.484   MT  0.99999553   +0 19 12.1
 ME2622;SPC IL E     - 1,625,977.72  1,118,283.47   sFT  0.99999553   +0 19 12.1
 ME2622;UTM  16      - 4,553,540.250   428,923.078   MT  0.99966217   -0 33 25.3
 ME2622
 ME2622                          SUPERSEDED SURVEY CONTROL
 ME2622
 ME2622  NAD 83(1997)-  41 07 48.20421(N)    087 50 48.46121(W) AD(       ) 4
 ME2622  NAD 83(1986)-  41 07 48.20910(N)    087 50 48.46586(W) AD(       ) 4
 ME2622  NAD 27      -  41 07 48.10400(N)    087 50 48.31400(W) AD(       ) 3
 ME2622
 ME2622.Superseded values are not recommended for survey control.
 ME2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2622.See file dsdata.txt to determine how the superseded data were derived.
 ME2622
 ME2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2892353540(NAD 83)
 ME2622_MARKER: 53 = ELEVATED TANK
 ME2622
 ME2622  HISTORY     - Date     Condition        Report By
 ME2622  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2622  HISTORY     - 1957     GOOD             CGS
 ME2622  HISTORY     - 1959     GOOD             CGS
 ME2622  HISTORY     - 1988     GOOD             USPSQD
 ME2622
 ME2622                          STATION DESCRIPTION
 ME2622
 ME2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2622'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF A STEEL
 ME2622'WATER TANK, ATOP
 ME2622'THE GENERAL FOODS COMPANY FACTORY IN THE NORTHEAST SECTION OF
 ME2622'KANKAKEE.  IT IS 4 LEGGED TANK ABOUT
 ME2622'35 FEET HIGH AND IS PAINTED GRAY.
 ME2622
 ME2622                          STATION RECOVERY (1957)
 ME2622
 ME2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2622'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 ME2622'DESCRIPTION IS ADEQUATE
 ME2622'AND COMPLETE.
 ME2622
 ME2622                          STATION RECOVERY (1959)
 ME2622
 ME2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2622'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 ME2622'
 ME2622'THE ORIGINAL 1952 DESCRIPTION IS ADEQUATE.
 ME2622
 ME2622                          STATION RECOVERY (1988)
 ME2622
 ME2622'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME2622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2636 ***********************************************************************
 ME2636  DESIGNATION -  KANKAKEE MUNICIPAL TANK
 ME2636  PID         -  ME2636
 ME2636  STATE/COUNTY-  IL/KANKAKEE
 ME2636  USGS QUAD   -  KANKAKEE (1973)
 ME2636
 ME2636                         *CURRENT SURVEY CONTROL
 ME2636  ___________________________________________________________________
 ME2636* NAD 83(1997)-  41 07 17.11804(N)    087 51 11.57425(W)     ADJUSTED  
 ME2636* NAVD 88     -                                                        
 ME2636  ___________________________________________________________________
 ME2636  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 ME2636  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 ME2636
 ME2636  HORZ ORDER  -  THIRD
 ME2636
 ME2636.The horizontal coordinates were established by classical geodetic methods
 ME2636.and adjusted by the National Geodetic Survey in October 1999..
 ME2636
 ME2636
 ME2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2636
 ME2636.The geoid height was determined by GEOID03.
 ME2636
 ME2636;                    North         East     Units Scale Factor Converg.
 ME2636;SPC IL E     -   494,637.056   340,319.674   MT  0.99999500   +0 18 56.7
 ME2636;SPC IL E     - 1,622,821.74  1,116,532.13   sFT  0.99999500   +0 18 56.7
 ME2636;UTM  16      - 4,552,586.905   428,374.790   MT  0.99966314   -0 33 40.1
 ME2636
 ME2636                          SUPERSEDED SURVEY CONTROL
 ME2636
 ME2636  NAD 83(1997)-  41 07 17.11814(N)    087 51 11.57413(W) AD(       ) 4
 ME2636  NAD 83(1986)-  41 07 17.12323(N)    087 51 11.57910(W) AD(       ) 4
 ME2636  NAD 27      -  41 07 17.01900(N)    087 51 11.42700(W) AD(       ) 3
 ME2636
 ME2636.Superseded values are not recommended for survey control.
 ME2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2636.See file dsdata.txt to determine how the superseded data were derived.
 ME2636
 ME2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2837552587(NAD 83)
 ME2636_MARKER: 53 = ELEVATED TANK
 ME2636
 ME2636  HISTORY     - Date     Condition        Report By
 ME2636  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2636  HISTORY     - 1957     GOOD             CGS
 ME2636  HISTORY     - 1988     GOOD             USPSQD
 ME2636
 ME2636                          STATION DESCRIPTION
 ME2636
 ME2636'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2636'STATION IS LOCATED NORTHEAST OF THE BUSINESS DISTRICT IN THE
 ME2636'CITY OF KANKAKEE,
 ME2636'ABOUT 300 FEET WEST OF EVERGREEN AVENUE, 250 FEET EAST OF WILDWOOD
 ME2636'AVENUE AND 75 FEET SOUTH OF EAST
 ME2636'CHESTNUT STREET.  IT IS A LARGE STEEL TANK ATOP A 10 LEGGED
 ME2636'STEEL STRUCTURE AND IS ABOUT 140 FEET HIGH.
 ME2636'THE TANK IS PAINTED SILVER AND HAS THE LEGEND
 ME2636'KANKAKEE PAINTED IN LARGE BLACK LETTERS ON THE NORTH AND SOUTH
 ME2636'SIDES OF THE TANK.
 ME2636'
 ME2636'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KANKAKEE
 ME2636'AND THE DISTANCE IS 145.0 FEET
 ME2636'(44.20 METERS).
 ME2636
 ME2636                          STATION RECOVERY (1957)
 ME2636
 ME2636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 ME2636'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 ME2636'ADEQUATE AND COMPLETE.
 ME2636
 ME2636                          STATION RECOVERY (1988)
 ME2636
 ME2636'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME2636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2639 ***********************************************************************
 ME2639  DESIGNATION -  KANKAKEE RADIO STA WKAN MAST
 ME2639  PID         -  ME2639
 ME2639  STATE/COUNTY-  IL/KANKAKEE
 ME2639  USGS QUAD   -  BOURBONNAIS (1978)
 ME2639
 ME2639                         *CURRENT SURVEY CONTROL
 ME2639  ___________________________________________________________________
 ME2639* NAD 83(1997)-  41 08 16.64063(N)    087 53 45.90934(W)     ADJUSTED  
 ME2639* NAVD 88     -                                                        
 ME2639  ___________________________________________________________________
 ME2639  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 ME2639  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 ME2639
 ME2639  HORZ ORDER  -  THIRD
 ME2639
 ME2639.The horizontal coordinates were established by classical geodetic methods
 ME2639.and adjusted by the National Geodetic Survey in October 1999..
 ME2639
 ME2639
 ME2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2639
 ME2639.The geoid height was determined by GEOID03.
 ME2639
 ME2639;                    North         East     Units Scale Factor Converg.
 ME2639;SPC IL E     -   496,454.274   336,710.211   MT  0.99999158   +0 17 15.6
 ME2639;SPC IL E     - 1,628,783.73  1,104,690.08   sFT  0.99999158   +0 17 15.6
 ME2639;UTM  16      - 4,554,458.548   424,794.736   MT  0.99966961   -0 35 22.3
 ME2639
 ME2639                          SUPERSEDED SURVEY CONTROL
 ME2639
 ME2639  NAD 83(1997)-  41 08 16.64073(N)    087 53 45.90920(W) AD(       ) 4
 ME2639  NAD 83(1986)-  41 08 16.64514(N)    087 53 45.91189(W) AD(       ) 4
 ME2639  NAD 27      -  41 08 16.54400(N)    087 53 45.74500(W) AD(       ) 3
 ME2639
 ME2639.Superseded values are not recommended for survey control.
 ME2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2639.See file dsdata.txt to determine how the superseded data were derived.
 ME2639
 ME2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2479554459(NAD 83)
 ME2639_MARKER: 42 = RADIO/TV MAST
 ME2639
 ME2639  HISTORY     - Date     Condition        Report By
 ME2639  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2639  HISTORY     - 1959     GOOD             CGS
 ME2639  HISTORY     - 1988     GOOD             USPSQD
 ME2639
 ME2639                          STATION DESCRIPTION
 ME2639
 ME2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2639'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF KANKAKEE
 ME2639'AND 0.1 MILE
 ME2639'SOUTHWEST OF STATE HIGHWAY 113 S.  IT IS ABOUT 250 FEET HIGH, OF
 ME2639'STEEL CONSTRUCTION AND IS
 ME2639'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  POINT OF
 ME2639'INTERSECTION WAS THE RED LIGHT AT THE
 ME2639'TOP OF THE MAST.
 ME2639'
 ME2639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 113 S
 ME2639'AT THE WEST SIDE OF KANKAKEE,
 ME2639'GO NORTHWEST ON HIGHWAY 113 S FOR 1.5 MILES TO A CROSS ROAD.  TURN
 ME2639'LEFT AND GO 0.1 MILE TO THE MAST AS
 ME2639'DESCRIBED.
 ME2639
 ME2639                          STATION RECOVERY (1959)
 ME2639
 ME2639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2639'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 ME2639'
 ME2639'THE ORIGINAL 1952 DESCRIPTION IS ADEQUATE.
 ME2639
 ME2639                          STATION RECOVERY (1988)
 ME2639
 ME2639'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7901 ***********************************************************************
 DF7901  CBN         -  This is a Cooperative Base Network Control Station.
 DF7901  DESIGNATION -  KANKAKEE RIVER
 DF7901  PID         -  DF7901
 DF7901  STATE/COUNTY-  IL/KANKAKEE
 DF7901  USGS QUAD   -  BOURBONNAIS (1978)
 DF7901
 DF7901                         *CURRENT SURVEY CONTROL
 DF7901  ___________________________________________________________________
 DF7901* NAD 83(1997)-  41 12 34.98335(N)    087 59 32.66466(W)     ADJUSTED  
 DF7901* NAVD 88     -       186.3    (meters)     611.     (feet)  GPS OBS   
 DF7901  ___________________________________________________________________
 DF7901  X           -     168,342.298 (meters)                     COMP
 DF7901  Y           -  -4,802,444.923 (meters)                     COMP
 DF7901  Z           -   4,180,073.815 (meters)                     COMP
 DF7901  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DF7901  ELLIP HEIGHT-         153.52  (meters)          (09/15/03) GPS OBS
 DF7901  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF7901
 DF7901  HORZ ORDER  -  A
 DF7901  ELLP ORDER  -  FOURTH    CLASS I
 DF7901
 DF7901.The horizontal coordinates were established by GPS observations
 DF7901.and adjusted by the National Geodetic Survey in September 2003..
 DF7901
 DF7901.The orthometric height was determined by GPS observations and a
 DF7901.high-resolution geoid model.
 DF7901
 DF7901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7901
 DF7901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7901
 DF7901.The ellipsoidal height was determined by GPS observations
 DF7901.and is referenced to NAD 83.
 DF7901
 DF7901.The geoid height was determined by GEOID03.
 DF7901
 DF7901;                    North         East     Units Scale Factor Converg.
 DF7901;SPC IL E     -   504,387.642   328,592.110   MT  0.99998506   +0 13 28.6
 DF7901;SPC IL E     - 1,654,811.79  1,078,055.95   sFT  0.99998506   +0 13 28.6
 DF7901;UTM  16      - 4,562,512.852   416,801.616   MT  0.99968519   -0 39 13.9
 DF7901
 DF7901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7901!SPC IL E     -   0.99997592  x   0.99998506  =   0.99996098
 DF7901!UTM  16      -   0.99997592  x   0.99968519  =   0.99966112
 DF7901
 DF7901                          SUPERSEDED SURVEY CONTROL
 DF7901
 DF7901.No superseded survey control is available for this station.
 DF7901
 DF7901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1680262513(NAD 83)
 DF7901_MARKER: DD = SURVEY DISK
 DF7901_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF7901_STAMPING: KANKAKEE 2002
 DF7901_MARK LOGO: ILDW  
 DF7901_PROJECTION: FLUSH
 DF7901_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DF7901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7901+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 DF7901
 DF7901  HISTORY     - Date     Condition        Report By
 DF7901  HISTORY     - 20020530 MONUMENTED       ILDW
 DF7901
 DF7901                          STATION DESCRIPTION
 DF7901
 DF7901'DESCRIBED BY ILLINOIS DIVISION OF WATERWAYS 2002 (PS)
 DF7901'THE STATION IS LOCATED IN KANKAKEE COUNTY IN THE SOUTHWEST QUARTER OF
 DF7901'SECTION 32,
 DF7901'TOWNSHIP 32
 DF7901'NORTH, RANGE 11 EAST OF THE 3RD PRINCIPAL MERIDIAN.  THE STATION IS
 DF7901'0.8 MILES WEST OF
 DF7901'KANKAKEE
 DF7901'RIVER STATE PARK HEADQUARTERS ON ROUTE 102, AT THE NORTHEAST CORNER OF
 DF7901'THE
 DF7901'INTERSECTION
 DF7901'WITH ROAD 6000W,70 FEET  NORTH OF ROUTE 102 CENTERLINE, 37 FEET EAST
 DF7901'OF 6000W
 DF7901'CENTERLINE,  1
 DF7901'FOOT  WEST OF A WITNESS POST.  THE STATION IS 66.1 FEET NORTHEAST OF A
 DF7901'POWER POLE, 122.5
 DF7901'FEET
 DF7901'SOUTHEAST OF A GUY POLE AND 92.9 FEET SOUTH OF A TELEPHONE JUNCTION
 DF7901'BOX.
 DF7901' 
 DF7901' 
 DF7901' 
 DF7901' 
 DF7901'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0616 ***********************************************************************
 MF0616  DESIGNATION -  KANKAKEE RM 2
 MF0616  PID         -  MF0616
 MF0616  STATE/COUNTY-  IL/LA SALLE
 MF0616  USGS QUAD   -  MENDOTA EAST (1993)
 MF0616
 MF0616                         *CURRENT SURVEY CONTROL
 MF0616  ___________________________________________________________________
 MF0616* NAD 83(1986)-  41 35 05.     (N)    089 06 17.     (W)     SCALED    
 MF0616* NAVD 88     -       245.56   (meters)     805.6    (feet)  RESET     
 MF0616  ___________________________________________________________________
 MF0616  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0616
 MF0616  VERT ORDER  -  THIRD
 MF0616
 MF0616.The horizontal coordinates were scaled from a topographic map and have
 MF0616.an estimated accuracy of +/- 6 seconds.
 MF0616
 MF0616.The orthometric height was computed from unverified reset data.
 MF0616.No vertical observational check was made to the station.
 MF0616
 MF0616.The geoid height was determined by GEOID03.
 MF0616
 MF0616;                    North         East    Units  Estimated Accuracy
 MF0616;SPC IL E     -   546,270.      235,680.      MT  (+/- 180 meters Scaled)
 MF0616
 MF0616                          SUPERSEDED SURVEY CONTROL
 MF0616
 MF0616  NGVD 29 (??/??/??)  245.59   (m)          805.7    (f) RESET       3  
 MF0616
 MF0616.Superseded values are not recommended for survey control.
 MF0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0616.See file dsdata.txt to determine how the superseded data were derived.
 MF0616
 MF0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM245058(NAD 83)
 MF0616_MARKER: DR = REFERENCE MARK DISK
 MF0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0616_STAMPING: KANKAKEE 1920 NO 2 1970
 MF0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0616+STABILITY: SURFACE MOTION
 MF0616
 MF0616  HISTORY     - Date     Condition        Report By
 MF0616  HISTORY     - 1970     MONUMENTED       NGS
 MF0616  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF0616  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0616
 MF0616                          STATION DESCRIPTION
 MF0616
 MF0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MF0616'2.9 MI N FROM MENDOTA.
 MF0616'ABOUT 2.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0616'AND PACIFIC RAILROAD FROM THE STATION AT MENDOTA, 140 YARD
 MF0616'NORTH OF A CROSSING OF RAILROAD AND GRAVELED ROAD, 46 FEET
 MF0616'NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 14 FEET SOUTHWEST
 MF0616'OF A TELEPHONE POLE, 42 FEET NORTHEAST OF A FENCE CORNER AND
 MF0616'1 FOOT SOUTHEAST OF A FENCE.  THE MARK IS SET IN THE TOP OF
 MF0616'A ROUND CONCRETE POST PROJECTING 4 INCHES AND THE DISK IS STAMPED
 MF0616'KANKAKEE 1920 NO 2 1970.
 MF0616
 MF0616                          STATION RECOVERY (1997)
 MF0616
 MF0616'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0616'MARK NOT FOUND.
 MF0616
 MF0616                          STATION RECOVERY (2002)
 MF0616
 MF0616'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0617 ***********************************************************************
 MF0617  DESIGNATION -  KANKAKEE RM 3
 MF0617  PID         -  MF0617
 MF0617  STATE/COUNTY-  IL/LA SALLE
 MF0617  USGS QUAD   -  MENDOTA EAST (1993)
 MF0617
 MF0617                         *CURRENT SURVEY CONTROL
 MF0617  ___________________________________________________________________
 MF0617* NAD 83(1986)-  41 35 05.     (N)    089 06 17.     (W)     SCALED    
 MF0617* NAVD 88     -       245.60   (meters)     805.8    (feet)  RESET     
 MF0617  ___________________________________________________________________
 MF0617  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0617
 MF0617  VERT ORDER  -  THIRD
 MF0617
 MF0617.The horizontal coordinates were scaled from a topographic map and have
 MF0617.an estimated accuracy of +/- 6 seconds.
 MF0617
 MF0617.The orthometric height was computed from unverified reset data.
 MF0617.No vertical observational check was made to the station.
 MF0617
 MF0617.The geoid height was determined by GEOID03.
 MF0617
 MF0617;                    North         East    Units  Estimated Accuracy
 MF0617;SPC IL E     -   546,270.      235,680.      MT  (+/- 180 meters Scaled)
 MF0617
 MF0617                          SUPERSEDED SURVEY CONTROL
 MF0617
 MF0617  NGVD 29 (??/??/??)  245.63   (m)          805.9    (f) RESET       3  
 MF0617
 MF0617.Superseded values are not recommended for survey control.
 MF0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0617.See file dsdata.txt to determine how the superseded data were derived.
 MF0617
 MF0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM245058(NAD 83)
 MF0617_MARKER: DR = REFERENCE MARK DISK
 MF0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0617_STAMPING: KANKAKEE 1920 NO 3 1970
 MF0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0617+STABILITY: SURFACE MOTION
 MF0617
 MF0617  HISTORY     - Date     Condition        Report By
 MF0617  HISTORY     - 1970     MONUMENTED       NGS
 MF0617  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF0617  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0617
 MF0617                          STATION DESCRIPTION
 MF0617
 MF0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MF0617'2.9 MI N FROM MENDOTA.
 MF0617'ABOUT 2.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0617'AND PACIFIC RAILROAD FROM THE STATION AT MENDOTA, 119 YARD
 MF0617'NORTH OF A CROSSING OF THE RAILROAD AND GRAVELED ROAD, 46 FEET
 MF0617'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD, 24 FEET
 MF0617'SOUTHWEST OF A FENCE CORNER AND 1 FOOT SOUTHEAST OF A FENCE.
 MF0617'THE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 MF0617'ABOUT 4 INCHES.
 MF0617
 MF0617                          STATION RECOVERY (1997)
 MF0617
 MF0617'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0617'MARK NOT FOUND.
 MF0617
 MF0617                          STATION RECOVERY (2002)
 MF0617
 MF0617'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2638 ***********************************************************************
 ME2638  DESIGNATION -  KANKAKEE SIMONIZ CO TANK
 ME2638  PID         -  ME2638
 ME2638  STATE/COUNTY-  IL/KANKAKEE
 ME2638  USGS QUAD   -  WEST KANKAKEE (1973)
 ME2638
 ME2638                         *CURRENT SURVEY CONTROL
 ME2638  ___________________________________________________________________
 ME2638* NAD 83(1997)-  41 04 51.90553(N)    087 52 46.69132(W)     ADJUSTED  
 ME2638* NAVD 88     -                                                        
 ME2638  ___________________________________________________________________
 ME2638  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 ME2638  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 ME2638
 ME2638  HORZ ORDER  -  THIRD
 ME2638
 ME2638.The horizontal coordinates were established by classical geodetic methods
 ME2638.and adjusted by the National Geodetic Survey in October 1999..
 ME2638
 ME2638
 ME2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2638
 ME2638.The geoid height was determined by GEOID03.
 ME2638
 ME2638;                    North         East     Units Scale Factor Converg.
 ME2638;SPC IL E     -   490,145.617   338,124.153   MT  0.99999288   +0 17 53.3
 ME2638;SPC IL E     - 1,608,086.08  1,109,328.99   sFT  0.99999288   +0 17 53.3
 ME2638;UTM  16      - 4,548,131.045   426,111.559   MT  0.99966719   -0 34 41.0
 ME2638
 ME2638                          SUPERSEDED SURVEY CONTROL
 ME2638
 ME2638  NAD 83(1997)-  41 04 51.90568(N)    087 52 46.69114(W) AD(       ) 4
 ME2638  NAD 83(1986)-  41 04 51.91031(N)    087 52 46.69544(W) AD(       ) 4
 ME2638  NAD 27      -  41 04 51.80000(N)    087 52 46.54900(W) AD(       ) 3
 ME2638
 ME2638.Superseded values are not recommended for survey control.
 ME2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2638.See file dsdata.txt to determine how the superseded data were derived.
 ME2638
 ME2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2611248131(NAD 83)
 ME2638_MARKER: 53 = ELEVATED TANK
 ME2638
 ME2638  HISTORY     - Date     Condition        Report By
 ME2638  HISTORY     - 1959     FIRST OBSERVED   CGS
 ME2638
 ME2638                          STATION DESCRIPTION
 ME2638
 ME2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2638'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF KANKAKEE AND ABOUT
 ME2638'0.7 MILE NORTHWEST OF THE JUNCTION
 ME2638'OF U.S. HIGHWAYS 54 AND 45.
 ME2638'
 ME2638'THE STATION IS A LARGE OVAL SHAPED WATER TANK SUPPORTED BY 4 LEGS, IS
 ME2638'PAINTED YELLOW AND IS
 ME2638'APPROXIMATELY 140 FEET HIGH.
 ME2638'
 ME2638'THE POINT INTERSECTED WAS THE RED LIGHT ON THE TOP CENTER OF TANK.
 ME2638'
 ME2638'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 54,
 ME2638'ABOUT 1 MILE SOUTH OF
 ME2638'KANKAKEE.  GO NORTH ON U.S. HIGHWAY 45 FOR 0.6 MILE TO THE A.O. SMITH
 ME2638'CORPORATION AND A SIDE ROAD LEFT, TURN
 ME2638'LEFT AND GO WEST FOR 0.45 MILE TO A T ROAD JUST AFTER CROSSING
 ME2638'RAILROAD TRACKS, TURN LEFT AND GO SOUTH FOR
 ME2638'0.4 MILE TO THE STATION ON THE SOUTH
 ME2638'SIDE OF LARGE BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2631 ***********************************************************************
 ME2631  DESIGNATION -  KANKAKEE ST HOSP PWR PLT STK
 ME2631  PID         -  ME2631
 ME2631  STATE/COUNTY-  IL/KANKAKEE
 ME2631  USGS QUAD   -  KANKAKEE (1973)
 ME2631
 ME2631                         *CURRENT SURVEY CONTROL
 ME2631  ___________________________________________________________________
 ME2631* NAD 83(1997)-  41 06 07.23828(N)    087 52 05.37649(W)     ADJUSTED  
 ME2631* NAVD 88     -                                                        
 ME2631  ___________________________________________________________________
 ME2631  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 ME2631  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 ME2631
 ME2631  HORZ ORDER  -  THIRD
 ME2631
 ME2631.The horizontal coordinates were established by classical geodetic methods
 ME2631.and adjusted by the National Geodetic Survey in October 1999..
 ME2631
 ME2631
 ME2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2631
 ME2631.The geoid height was determined by GEOID03.
 ME2631
 ME2631;                    North         East     Units Scale Factor Converg.
 ME2631;SPC IL E     -   492,474.576   339,076.112   MT  0.99999379   +0 18 20.9
 ME2631;SPC IL E     - 1,615,727.00  1,112,452.21   sFT  0.99999379   +0 18 20.9
 ME2631;UTM  16      - 4,550,444.414   427,098.706   MT  0.99966541   -0 34 14.7
 ME2631
 ME2631                          SUPERSEDED SURVEY CONTROL
 ME2631
 ME2631  NAD 83(1997)-  41 06 07.23841(N)    087 52 05.37634(W) AD(       ) 4
 ME2631  NAD 83(1986)-  41 06 07.24358(N)    087 52 05.38092(W) AD(       ) 4
 ME2631  NAD 27      -  41 06 07.14100(N)    087 52 05.22600(W) AD(       ) 3
 ME2631
 ME2631.Superseded values are not recommended for survey control.
 ME2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2631.See file dsdata.txt to determine how the superseded data were derived.
 ME2631
 ME2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2709950444(NAD 83)
 ME2631_MARKER: 63 = STACK
 ME2631
 ME2631  HISTORY     - Date     Condition        Report By
 ME2631  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2631  HISTORY     - 1959     GOOD             CGS
 ME2631  HISTORY     - 1988     GOOD             USPSQD
 ME2631
 ME2631                          STATION DESCRIPTION
 ME2631
 ME2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2631'STATION IS LOCATED IN THE SOUTHERN SECTION OF KANKAKEE.  THE
 ME2631'STATION IS A RED
 ME2631'BRICK STACK WHICH IS ABOUT 150 FEET HIGH.  THE POINT OF INTERSECTION
 ME2631'WAS THE CENTER OF THE TOP OF THE
 ME2631'STACK.
 ME2631'
 ME2631'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NOS. 1 AND 49
 ME2631'AND U.S.  HIGHWAY NOS. 54
 ME2631'AND 52 IN THE SOUTH EDGE OF KANKAKEE, GO WEST AND SOUTH ON STATE
 ME2631'HIGHWAY NOS. 1 AND 49 FOR 0.8 MILE
 ME2631'TO THE STATION ON THE LEFT AS DESCRIBED.
 ME2631
 ME2631                          STATION RECOVERY (1959)
 ME2631
 ME2631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME2631'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 ME2631'
 ME2631'THE ORIGINAL 1952 DESCRIPTION IS ADEQUATE.
 ME2631'
 ME2631'A NEW TO REACH WAS USED AND IS AS FOLLOWS.
 ME2631'
 ME2631'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 45 AND 52, STATE HIGHWAYS
 ME2631'17 AND 115 JUST
 ME2631'NORTH OF BRIDGE OVER KANKAKEE RIVER, GO SOUTH THEN
 ME2631'EAST, THEN SOUTHERLY AGAIN
 ME2631'FOLLOWING U.S. HIGHWAYS 45 AND 52 FOR 1 MILE
 ME2631'TO STATION ON LEFT.
 ME2631
 ME2631                          STATION RECOVERY (1988)
 ME2631
 ME2631'RECOVERY NOTE BY US POWER SQUADRON 1988 (IB)
 ME2631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2640 ***********************************************************************
 ME2640  DESIGNATION -  KANKAKEE WATER TANK
 ME2640  PID         -  ME2640
 ME2640  STATE/COUNTY-  IL/KANKAKEE
 ME2640  USGS QUAD   -  BOURBONNAIS (1978)
 ME2640
 ME2640                         *CURRENT SURVEY CONTROL
 ME2640  ___________________________________________________________________
 ME2640* NAD 83(1997)-  41 09 28.58706(N)    087 52 34.05282(W)     ADJUSTED  
 ME2640* NAVD 88     -                                                        
 ME2640  ___________________________________________________________________
 ME2640  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 ME2640  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 ME2640
 ME2640  HORZ ORDER  -  THIRD
 ME2640
 ME2640.The horizontal coordinates were established by classical geodetic methods
 ME2640.and adjusted by the National Geodetic Survey in October 1999..
 ME2640
 ME2640
 ME2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2640
 ME2640.The geoid height was determined by GEOID03.
 ME2640
 ME2640;                    North         East     Units Scale Factor Converg.
 ME2640;SPC IL E     -   498,682.317   338,374.366   MT  0.99999312   +0 18 03.3
 ME2640;SPC IL E     - 1,636,093.57  1,110,149.90   sFT  0.99999312   +0 18 03.3
 ME2640;UTM  16      - 4,556,660.133   426,492.262   MT  0.99966650   -0 34 35.9
 ME2640
 ME2640                          SUPERSEDED SURVEY CONTROL
 ME2640
 ME2640  NAD 83(1997)-  41 09 28.58295(N)    087 52 34.05321(W) AD(       ) 4
 ME2640  NAD 83(1986)-  41 09 28.59167(N)    087 52 34.05864(W) AD(       ) 4
 ME2640  NAD 27      -  41 09 28.48000(N)    087 52 33.92000(W) AD(       ) 3
 ME2640
 ME2640.Superseded values are not recommended for survey control.
 ME2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2640.See file dsdata.txt to determine how the superseded data were derived.
 ME2640
 ME2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2649256660(NAD 83)
 ME2640_MARKER: 53 = ELEVATED TANK
 ME2640
 ME2640  HISTORY     - Date     Condition        Report By
 ME2640  HISTORY     - 1939     FIRST OBSERVED   CGS
 ME2640
 ME2640                          STATION DESCRIPTION
 ME2640
 ME2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 ME2640'POINT OBSERVED UPON WAS THE FINIAL OF A STEEL WATER TANK, ALUMINUM
 ME2640'PAINTED.  IDENTITY NOT
 ME2640'KNOWN AS CITY WAS NOT VISITED.
 ME2640'
 ME2640'OBSERVED UPON FROM TRIANGULATION STATIONS CLIFTON NO 2 (NO 57 W
 ME2640'U.S.G.S.) AND KEMPTON.
 ME2640'
 ME2640'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1901 ***********************************************************************
 KA1901  DESIGNATION -  KANSAS
 KA1901  PID         -  KA1901
 KA1901  STATE/COUNTY-  IL/EDGAR
 KA1901  USGS QUAD   -  GRANDVIEW (1982)
 KA1901
 KA1901                         *CURRENT SURVEY CONTROL
 KA1901  ___________________________________________________________________
 KA1901* NAD 83(1997)-  39 30 51.70366(N)    087 51 47.69424(W)     ADJUSTED  
 KA1901* NAVD 88     -       254.7    (meters)     836.     (feet)  VERTCON   
 KA1901  ___________________________________________________________________
 KA1901  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 KA1901  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1901
 KA1901  HORZ ORDER  -  FIRST
 KA1901
 KA1901.The horizontal coordinates were established by classical geodetic methods
 KA1901.and adjusted by the National Geodetic Survey in October 1999..
 KA1901
 KA1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1901
 KA1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1901
 KA1901.The geoid height was determined by GEOID03.
 KA1901
 KA1901;                    North         East     Units Scale Factor Converg.
 KA1901;SPC IL E     -   316,186.817   340,424.366   MT  0.99999511   +0 17 56.8
 KA1901;SPC IL E     - 1,037,356.25  1,116,875.61   sFT  0.99999511   +0 17 56.8
 KA1901;SPC IL W     -   318,604.796   898,082.718   MT  1.00042412   +1 27 57.9
 KA1901;SPC IL W     - 1,045,289.23  2,946,459.72   sFT  1.00042412   +1 27 57.9
 KA1901;UTM  16      - 4,374,214.129   425,793.491   MT  0.99966780   -0 32 57.4
 KA1901
 KA1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1901!SPC IL E     -   0.99996507  x   0.99999511  =   0.99996018
 KA1901!SPC IL W     -   0.99996507  x   1.00042412  =   1.00038917
 KA1901!UTM  16      -   0.99996507  x   0.99966780  =   0.99963288
 KA1901
 KA1901:                Primary Azimuth Mark                     Grid Az
 KA1901:SPC IL E     -  CLEAR                                    076 39 40.1
 KA1901:SPC IL W     -  CLEAR                                    075 29 39.0
 KA1901:UTM  16      -  CLEAR                                    077 30 34.3
 KA1901
 KA1901|---------------------------------------------------------------------|
 KA1901| PID    Reference Object                     Distance      Geod. Az  |
 KA1901|                                                           dddmmss.s |
 KA1901| KA1900 CLEAR                               APPROX.15.3 KM 0765736.9 |
 KA1901| KA1903 KANSAS USLS 1879 AZ 2               243.446 METERS 16147     |
 KA1901| KA1902 KANSAS USLS 1879 AZ MK              249.044 METERS 17221     |
 KA1901| CM2934 KANSAS RM 3                          46.781 METERS 20344     |
 KA1901| CM2935 KANSAS RM 4                          48.313 METERS 29813     |
 KA1901|---------------------------------------------------------------------|
 KA1901
 KA1901                          SUPERSEDED SURVEY CONTROL
 KA1901
 KA1901  NAD 83(1997)-  39 30 51.70194(N)    087 51 47.69273(W) AD(       ) 1
 KA1901  NAD 83(1986)-  39 30 51.71329(N)    087 51 47.68905(W) AD(       ) 1
 KA1901  NAD 27      -  39 30 51.58600(N)    087 51 47.58700(W) AD(       ) 1
 KA1901  NGVD 29 (07/19/86)  254.8    (m)          836.     (f) VERT ANG       
 KA1901
 KA1901.Superseded values are not recommended for survey control.
 KA1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1901.See file dsdata.txt to determine how the superseded data were derived.
 KA1901
 KA1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2579374214(NAD 83)
 KA1901_MARKER: H = DRILL HOLE
 KA1901_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KA1901_SP_SET: OBJECT DRIVEN INTO GROUND
 KA1901
 KA1901  HISTORY     - Date     Condition        Report By
 KA1901  HISTORY     - 1879     MONUMENTED       USLS
 KA1901  HISTORY     - 1947     GOOD             CGS
 KA1901  HISTORY     - 1980     GOOD             NGS
 KA1901  HISTORY     - 20001229 MARK NOT FOUND   ZAMBRA
 KA1901
 KA1901                          STATION DESCRIPTION
 KA1901
 KA1901'DESCRIBED BY US LAKE SURVEY 1879
 KA1901'THIS STATION IS SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST
 KA1901'QUARTER OF SECTION 4, TOWNSHIP 12 NORTH, RANGE 13 WEST, GRANVIEW
 KA1901'TOWNSHIP, EDGAR COUNTY, ILLINOIS, ABOUT 4 MILES SOUTH AND 1-1/2 MILES
 KA1901'WEST OF DUDLEY, A STATION ON THE INDIANAPOLIS AND SAINT LOUIS
 KA1901'RAILROAD. THE HEIGHT OF STATION USED WAS 89 FEET. THE GEODETIC POINT
 KA1901'IS MARKED BY A STONE POST OF THE USUAL FORM, SET 3 FEET BELOW THE
 KA1901'SURFACE OF THE GROUND, WITH A STONE POST SET DIRECTLY OVER IT AS
 KA1901'A SURFACE MARK. THREE STONE REFERENCE POSTS ARE SET BY THE FENCE WEST
 KA1901'OF THE STATION AS FOLLOWS. ONE BEARING NORTH 43 DEG 44 MIN
 KA1901'WEST, DISTANT 64.5 METERS, ONE BEARING NORTH 83 DEG 34 MIN WEST,
 KA1901'DISTANT 43.9 METERS, AND ONE BEARING SOUTH 44 DEG 46 MIN WEST,
 KA1901'DISTANT 60.7 METERS FROM THE GEODETIC POINT. THE SOUTHWEST CORNER OF
 KA1901'SECTION 4 BEARS SOUTH 58 DEG 55 MIN WEST, AND IS DISTANT 510.2
 KA1901'METERS FROM THE GEODETIC POINT. THE HEIGHT OF GROUND AT THE STATION
 KA1901'ABOVE MEAN LEVEL OF LAKE MICHIGAN IS 256.8 FEET.
 KA1901
 KA1901                          STATION RECOVERY (1947)
 KA1901
 KA1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1901'THE STONE, STATION MARK, WHICH IS A 1/4 INCH DRILL HOLE IN THE TOP OF
 KA1901'AN 8-INCH STONE POST, WAS RECOVERED. NEW REFERENCE AND
 KA1901'AZIMUTH MARKS WERE ESTABLISHED. THESE ARE STANDARD BRONZE DISK SET IN
 KA1901'CONCRETE.  A COMPLETE DESCRIPTION
 KA1901'FOLLOWS.
 KA1901'
 KA1901'THE STATION IS ON PROPERTY OF RHOLAND FITZPATRICK, ABOUT 5 MILES
 KA1901'SOUTHEAST OF KANSAS, 2 MILES SOUTH-SOUTHWEST OF GRANDVIEW,
 KA1901'0.25 MILE NORTH-NORTHWEST OF MR. FITZPATRICKS HOUSE, 130 FEET EAST OF
 KA1901'A FENCE LINE, AND 10 FEET NORTH OF A FENCE LINE. THE MARK IS 14
 KA1901'INCHES UNDERGROUND.
 KA1901'
 KA1901'REFERENCE MARK NO. 3 IS 153.86 FEET SOUTH-SOUTHWEST OF STATION AND 1
 KA1901'FOOT NORTH OF A FENCE. THE MARK PROJECTS 7 INCHES, AND THE
 KA1901'DISK IS STAMPED KANSAS NO 3 1947.
 KA1901'
 KA1901'REFERENCE MARK NO. 4 IS 158.69 FEET NORTHWEST OF STATION AND 1 FOOT
 KA1901'EAST OF A FENCE. THE MARK PROJECTS 5 INCHES, AND THE DISK IS
 KA1901'STAMPED KANSAS NO 4 1947.
 KA1901'
 KA1901'AZIMUTH MARK IS 0.25 MILE SOUTH OF STATION, 19 FEET SOUTH OF
 KA1901'APPROXIMATE CENTERLINE OF GRAVELED ROAD, 12 FEET SOUTHEAST
 KA1901'OF E. BENNETTS MAIL BOX AND 2 FEET WEST OF A WHITE WITNESS POST.
 KA1901'THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED KANSAS 1947.
 KA1901'
 KA1901'TO REACH FROM KANSAS, GO EAST ONSTATE HIGHWAY 16 FOR 5.0 MILES TO
 KA1901'CROSSROAD, TURN RIGHT AND GO 1 MILE TO GRANDVIEW.  GO WEST HERE
 KA1901'0.3 MILE TO A FORK,TAKE LEFT FORK AND GO SOUTH ON MAIN ROAD FOR 2.0
 KA1901'MILES TO A T-ROAD, TURN RIGHT AND GO 0.7 MILE TO MR. FITZPATRICKS
 KA1901'HOUSE, TURN RIGHT JUST EAST OF HOUSE AND FOLLOW LANE THROUGH TWO
 KA1901'GATES, TURN LEFT AND GO 0.1 MILE TO STATION 10 FEET NORTH OF
 KA1901'FENCE.
 KA1901'
 KA1901'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH TO MAIN ROAD. TURN RIGHT
 KA1901'AND GO 0.05 TO AZIMUTH MARK ON LEFT.
 KA1901
 KA1901                          STATION RECOVERY (1980)
 KA1901
 KA1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KA1901'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH
 KA1901'MARK WERE RECOVERED.  THE AZIMUTH MARK HAS HAD DIRT REMOVED
 KA1901'FROM AROUND IT AND IS IN DANGER OF BEING DESTROYED.  A NEW
 KA1901'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  THE REFERENCE
 KA1901'MARKS WERE MEASURED WITH A HP-3800 AND REDUCED.  THE
 KA1901'DISTANCE TO REFERENCE MARK 3 WAS NOTED TO BE 0.118 METER
 KA1901'SHORTER AND THE DISTANCE TO REFERENCE MARK 4 WAS NOTED TO BE
 KA1901'0.056 METER SHORTER THAN THE 1947 DISTANCES.  THE DIRECTION
 KA1901'CHECKED FAVORABLY WITH THE 1947 OBSERVATIONS.
 KA1901'THE STATION IS LOCATED ABOUT 13.3 KM (8-1/4 MI) NORTHEAST
 KA1901'OF WESTFIELD, 7.6 KM (4-3/4 MI) SOUTHEAST OF KANSAS,
 KA1901'3.6 KM (2-1/4 MI) SOUTHWEST OF GRANDVIEW, IN THE
 KA1901'SW1/4,S4,T12N,R12E OF GRANDVIEW TOWNSHIP.  PERMISSION TO
 KA1901'USE THE STATION WAS OBTAINED FROM MR. JOHN GOUGH,
 KA1901'RR 2, BOX 162, KANSAS, IL 61933.
 KA1901'TELEPHONE NUMBER 217-946-2330.
 KA1901'
 KA1901'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KA1901'16 AND 49 IN THE NORTH EDGE OF KANSAS, GO EAST ON STATE
 KA1901'HIGHWAY 16 FOR 5.2 KM (3.2 MI) TO A CROSSROAD.  TURN RIGHT
 KA1901'AND GO SOUTH ON A BLACKTOP ROAD FOR 1.7 KM (1.05 MI) TO A
 KA1901'CROSSROAD.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 3.2 KM
 KA1901'(2.0 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED
 KA1901'ROAD FOR 1.3 KM (0.8 MI) TO THE AZIMUTH MARK ON THE RIGHT AND
 KA1901'THE NEW AZIMUTH MARK ON THE LEFT, JUST BEYOND.  CONTINUE
 KA1901'EAST ON THE GRAVELED ROAD FOR 0.08 KM (0.05 MI) TO A DRIVEWAY
 KA1901'ON THE LEFT.  TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR
 KA1901'0.08 KM (0.05 MI) TO A SHED.  FROM HERE GO NORTHWEST UPHILL
 KA1901'FOR ABOUT 0.2 KM (0.15 MI) TO THE HIGHEST POINT AND
 KA1901'THE STATION.
 KA1901'
 KA1901'THE STATION IS A U.S. LAKE SURVEY SQUARE STONE POST 20 CM
 KA1901'ON A SIDE WITH A 0.6 CM HOLE IN THE TOP AND IS RECESSED
 KA1901'35 CM BELOW THE GROUND SURFACE.
 KA1901'IT IS LOCATED
 KA1901'157.0 METERS (515 FT) WEST FROM A FENCE AND
 KA1901'39.6 METERS (130 FT) EAST FROM A FENCE.
 KA1901'
 KA1901'REFERENCE MARK NUMBER 03 IS A STANDARD CGS DISK
 KA1901'STAMPED---KANSAS NO 3 1947---,
 KA1901'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KA1901'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 KA1901'4.6 METERS (15 FT) WEST FROM A CULTIVATED FIELD.
 KA1901'MARK IS BELOW STATION 2.4 METERS.
 KA1901'
 KA1901'REFERENCE MARK NUMBER 04 IS A STANDARD CGS DISK
 KA1901'STAMPED---KANSAS NO 4 1947---,
 KA1901'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KA1901'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 KA1901'1.1 METERS (3.5 FT) WEST FROM A CULTIVATED FIELD AND
 KA1901'0.3 METER (1.0 FT) EAST FROM A FENCE.
 KA1901'MARK IS BELOW STATION 0.7 METER.
 KA1901'
 KA1901'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 KA1901'STAMPED---KANSAS 1947---,
 KA1901'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KA1901'PROJECTING 36 CM ABOVE THE GROUND.  IT IS LOCATED
 KA1901'6.1 METERS (20 FT) SOUTH FROM THE CENTER OF A GRAVELED ROAD AND
 KA1901'0.4 METER (1.4 FT) EAST-NORTHEAST FROM A TELEPHONE JUNCTION BOX.
 KA1901'
 KA1901'AZIMUTH MARK NUMBER 02 IS A STANDARD NGS DISK
 KA1901'STAMPED---KANSAS USLS 1879 NO 2 1980---,
 KA1901'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KA1901'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 KA1901'13.0 METERS (42.5 FT) WEST FROM THE CENTER OF A DRIVEWAY,
 KA1901'7.5 METERS (24.5 FT) NORTH FROM THE CENTER OF A GRAVELED ROAD AND
 KA1901'0.6 METER (1.9 FT) SOUTH-SOUTHWEST FROM A POWER POLE.
 KA1901'
 KA1901'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND
 KA1901'BRUSH ON LINE.
 KA1901'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 20.6 METERS.
 KA1901'LIGHT WAS SHOWN FROM A G-MAST.
 KA1901
 KA1901                          STATION RECOVERY (2000)
 KA1901
 KA1901'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KA1901'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KA1901'SEARCHED FOR NOT FOUND
 KA1901' 
 KA1901'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0722 ***********************************************************************
 LD0722  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 25B
 LD0722  PID         -  LD0722
 LD0722  STATE/COUNTY-  IL/KNOX
 LD0722  USGS QUAD   -  GALESBURG WEST (1996)
 LD0722
 LD0722                         *CURRENT SURVEY CONTROL
 LD0722  ___________________________________________________________________
 LD0722* NAD 83(1997)-  40 57 46.11698(N)    090 23 01.97660(W)     ADJUSTED  
 LD0722* NAVD 88     -                                                        
 LD0722  ___________________________________________________________________
 LD0722  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LD0722  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LD0722
 LD0722  HORZ ORDER  -  THIRD
 LD0722
 LD0722.The horizontal coordinates were established by classical geodetic methods
 LD0722.and adjusted by the National Geodetic Survey in October 1999..
 LD0722
 LD0722
 LD0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0722
 LD0722.The geoid height was determined by GEOID03.
 LD0722
 LD0722;                    North         East     Units Scale Factor Converg.
 LD0722;SPC IL W     -   476,918.440   681,715.316   MT  0.99994529   -0 08 32.6
 LD0722;SPC IL W     - 1,564,689.92  2,236,594.33   sFT  0.99994529   -0 08 32.6
 LD0722;UTM  15      - 4,537,924.853   720,154.010   MT  1.00019657   +1 42 56.6
 LD0722
 LD0722                          SUPERSEDED SURVEY CONTROL
 LD0722
 LD0722  NAD 83(1997)-  40 57 46.11731(N)    090 23 01.97707(W) AD(       ) 4
 LD0722  NAD 83(1986)-  40 57 46.12128(N)    090 23 01.98420(W) AD(       ) 4
 LD0722  NAD 27      -  40 57 45.98300(N)    090 23 01.51800(W) AD(       ) 3
 LD0722
 LD0722.Superseded values are not recommended for survey control.
 LD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0722.See file dsdata.txt to determine how the superseded data were derived.
 LD0722
 LD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2015437925(NAD 83)
 LD0722_MARKER: 22 = AIRWAY BEACON
 LD0722
 LD0722  HISTORY     - Date     Condition        Report By
 LD0722  HISTORY     - 1939     FIRST OBSERVED   CGS
 LD0722
 LD0722                          STATION DESCRIPTION
 LD0722
 LD0722'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0726 ***********************************************************************
 LD0726  DESIGNATION -  KANSAS CITY CHICAGO AWY BN 25A
 LD0726  PID         -  LD0726
 LD0726  STATE/COUNTY-  IL/WARREN
 LD0726  USGS QUAD   -  GALESBURG WEST (1996)
 LD0726
 LD0726                         *CURRENT SURVEY CONTROL
 LD0726  ___________________________________________________________________
 LD0726* NAD 83(1997)-  40 59 04.77560(N)    090 27 39.08034(W)     ADJUSTED  
 LD0726* NAVD 88     -                                                        
 LD0726  ___________________________________________________________________
 LD0726  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 LD0726  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LD0726
 LD0726  HORZ ORDER  -  THIRD
 LD0726
 LD0726.The horizontal coordinates were established by classical geodetic methods
 LD0726.and adjusted by the National Geodetic Survey in October 1999..
 LD0726
 LD0726
 LD0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0726
 LD0726.The geoid height was determined by GEOID03.
 LD0726
 LD0726;                    North         East     Units Scale Factor Converg.
 LD0726;SPC IL W     -   479,363.733   675,244.059   MT  0.99994872   -0 11 34.6
 LD0726;SPC IL W     - 1,572,712.51  2,215,363.22   sFT  0.99994872   -0 11 34.6
 LD0726;UTM  15      - 4,540,159.506   713,605.332   MT  1.00016161   +1 39 57.4
 LD0726
 LD0726                          SUPERSEDED SURVEY CONTROL
 LD0726
 LD0726  NAD 83(1997)-  40 59 04.77574(N)    090 27 39.08063(W) AD(       ) 4
 LD0726  NAD 83(1986)-  40 59 04.78000(N)    090 27 39.08620(W) AD(       ) 4
 LD0726  NAD 27      -  40 59 04.64500(N)    090 27 38.61200(W) AD(       ) 3
 LD0726
 LD0726.Superseded values are not recommended for survey control.
 LD0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0726.See file dsdata.txt to determine how the superseded data were derived.
 LD0726
 LD0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF1360540160(NAD 83)
 LD0726_MARKER: 22 = AIRWAY BEACON
 LD0726
 LD0726  HISTORY     - Date     Condition        Report By
 LD0726  HISTORY     - 1939     FIRST OBSERVED   CGS
 LD0726
 LD0726                          STATION DESCRIPTION
 LD0726
 LD0726'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0761 ***********************************************************************
 LD0761  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 24
 LD0761  PID         -  LD0761
 LD0761  STATE/COUNTY-  IL/WARREN
 LD0761  USGS QUAD   -  MONMOUTH (1982)
 LD0761
 LD0761                         *CURRENT SURVEY CONTROL
 LD0761  ___________________________________________________________________
 LD0761* NAD 83(1997)-  40 55 48.68699(N)    090 38 24.76651(W)     ADJUSTED  
 LD0761* NAVD 88     -                                                        
 LD0761  ___________________________________________________________________
 LD0761  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 LD0761  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LD0761
 LD0761  HORZ ORDER  -  THIRD
 LD0761
 LD0761.The horizontal coordinates were established by classical geodetic methods
 LD0761.and adjusted by the National Geodetic Survey in October 1999..
 LD0761
 LD0761
 LD0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0761
 LD0761.The geoid height was determined by GEOID03.
 LD0761
 LD0761;                    North         East     Units Scale Factor Converg.
 LD0761;SPC IL W     -   473,381.423   660,118.372   MT  0.99996075   -0 18 36.9
 LD0761;SPC IL W     - 1,553,085.55  2,165,738.36   sFT  0.99996075   -0 18 36.9
 LD0761;UTM  15      - 4,533,688.884   698,679.016   MT  1.00008586   +1 32 47.4
 LD0761
 LD0761                          SUPERSEDED SURVEY CONTROL
 LD0761
 LD0761  NAD 83(1997)-  40 55 48.68718(N)    090 38 24.76663(W) AD(       ) 4
 LD0761  NAD 83(1986)-  40 55 48.69132(N)    090 38 24.76725(W) AD(       ) 4
 LD0761  NAD 27      -  40 55 48.55300(N)    090 38 24.27400(W) AD(       ) 3
 LD0761
 LD0761.Superseded values are not recommended for survey control.
 LD0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0761.See file dsdata.txt to determine how the superseded data were derived.
 LD0761
 LD0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF9867933689(NAD 83)
 LD0761_MARKER: 22 = AIRWAY BEACON
 LD0761
 LD0761  HISTORY     - Date     Condition        Report By
 LD0761  HISTORY     - 1939     FIRST OBSERVED   CGS
 LD0761
 LD0761                          STATION DESCRIPTION
 LD0761
 LD0761'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0766 ***********************************************************************
 LD0766  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 23
 LD0766  PID         -  LD0766
 LD0766  STATE/COUNTY-  IL/HENDERSON
 LD0766  USGS QUAD   -  ROZETTA (1982)
 LD0766
 LD0766                         *CURRENT SURVEY CONTROL
 LD0766  ___________________________________________________________________
 LD0766* NAD 83(1997)-  40 52 36.69841(N)    090 48 57.66892(W)     ADJUSTED  
 LD0766* NAVD 88     -                                                        
 LD0766  ___________________________________________________________________
 LD0766  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 LD0766  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LD0766
 LD0766  HORZ ORDER  -  THIRD
 LD0766
 LD0766.The horizontal coordinates were established by classical geodetic methods
 LD0766.and adjusted by the National Geodetic Survey in October 1999..
 LD0766
 LD0766
 LD0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0766
 LD0766.The geoid height was determined by GEOID03.
 LD0766
 LD0766;                    North         East     Units Scale Factor Converg.
 LD0766;SPC IL W     -   467,554.350   645,268.106   MT  0.99997803   -0 25 29.9
 LD0766;SPC IL W     - 1,533,967.90  2,117,017.11   sFT  0.99997803   -0 25 29.9
 LD0766;UTM  15      - 4,527,383.465   684,024.031   MT  1.00001683   +1 25 46.8
 LD0766
 LD0766                          SUPERSEDED SURVEY CONTROL
 LD0766
 LD0766  NAD 83(1997)-  40 52 36.69863(N)    090 48 57.66895(W) AD(       ) 4
 LD0766  NAD 83(1986)-  40 52 36.70298(N)    090 48 57.67040(W) AD(       ) 4
 LD0766  NAD 27      -  40 52 36.56400(N)    090 48 57.17200(W) AD(       ) 3
 LD0766
 LD0766.Superseded values are not recommended for survey control.
 LD0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0766.See file dsdata.txt to determine how the superseded data were derived.
 LD0766
 LD0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF8402427383(NAD 83)
 LD0766_MARKER: 22 = AIRWAY BEACON
 LD0766
 LD0766  HISTORY     - Date     Condition        Report By
 LD0766  HISTORY     - 1939     FIRST OBSERVED   CGS
 LD0766
 LD0766                          STATION DESCRIPTION
 LD0766
 LD0766'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0769 ***********************************************************************
 LD0769  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 22
 LD0769  PID         -  LD0769
 LD0769  STATE/COUNTY-  IL/HENDERSON
 LD0769  USGS QUAD   -  GLADSTONE (1982)
 LD0769
 LD0769                         *CURRENT SURVEY CONTROL
 LD0769  ___________________________________________________________________
 LD0769* NAD 83(1997)-  40 49 56.94888(N)    090 58 08.20459(W)     ADJUSTED  
 LD0769* NAVD 88     -                                                        
 LD0769  ___________________________________________________________________
 LD0769  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LD0769  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LD0769
 LD0769  HORZ ORDER  -  THIRD
 LD0769
 LD0769.The horizontal coordinates were established by classical geodetic methods
 LD0769.and adjusted by the National Geodetic Survey in October 1999..
 LD0769
 LD0769
 LD0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0769
 LD0769.The geoid height was determined by GEOID03.
 LD0769
 LD0769;                    North         East     Units Scale Factor Converg.
 LD0769;SPC IL W     -   462,733.557   632,333.153   MT  0.99999751   -0 31 28.5
 LD0769;SPC IL W     - 1,518,151.68  2,074,579.69   sFT  0.99999751   -0 31 28.5
 LD0769;SPC IA S     -    95,551.818   713,452.192   MT  0.99996892   +1 40 01.9
 LD0769;UTM  15      - 4,522,146.758   671,251.780   MT  0.99996098   +1 19 42.0
 LD0769
 LD0769                          SUPERSEDED SURVEY CONTROL
 LD0769
 LD0769  NAD 83(1997)-  40 49 56.94890(N)    090 58 08.20462(W) AD(       ) 4
 LD0769  NAD 83(1986)-  40 49 56.95278(N)    090 58 08.20650(W) AD(       ) 4
 LD0769  NAD 27      -  40 49 56.81000(N)    090 58 07.69900(W) AD(       ) 3
 LD0769
 LD0769.Superseded values are not recommended for survey control.
 LD0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0769.See file dsdata.txt to determine how the superseded data were derived.
 LD0769
 LD0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF7125222147(NAD 83)
 LD0769_MARKER: 22 = AIRWAY BEACON
 LD0769
 LD0769  HISTORY     - Date     Condition        Report By
 LD0769  HISTORY     - 1939     FIRST OBSERVED   CGS
 LD0769  HISTORY     - 1954     GOOD             CGS
 LD0769  HISTORY     - 20010331 GOOD             NGS
 LD0769
 LD0769                          STATION DESCRIPTION
 LD0769
 LD0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 LD0769'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  A
 LD0769'DESCRIPTION FOLLOWS--THE STATION IS LOCATED APPROCIMATELY NINE
 LD0769'MILES EAST OF BURLINGTON AND 1 MILE SOUTH OF U.S. HIGHWAY 34
 LD0769'ON THE WEST EDGE OF A BLUFF.  THE BEACON WAS BOUGHT BY MR.
 LD0769'W.A. LUKENS WHO NOW USES THE TOWER STRUCTURE TO SUPPORT HIS
 LD0769'TV ANTENNA.  THE BEACON IS STILL IN TACK BUT NOT IN USE.
 LD0769
 LD0769                          STATION RECOVERY (2001)
 LD0769
 LD0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0769'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0699 ***********************************************************************
 MG0699  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 27
 MG0699  PID         -  MG0699
 MG0699  STATE/COUNTY-  IL/KNOX
 MG0699  USGS QUAD   -  VICTORIA (1982)
 MG0699
 MG0699                         *CURRENT SURVEY CONTROL
 MG0699  ___________________________________________________________________
 MG0699* NAD 83(1997)-  41 06 37.70694(N)    090 02 30.67362(W)     ADJUSTED  
 MG0699* NAVD 88     -                                                        
 MG0699  ___________________________________________________________________
 MG0699  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MG0699  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MG0699
 MG0699  HORZ ORDER  -  THIRD
 MG0699
 MG0699.The horizontal coordinates were established by classical geodetic methods
 MG0699.and adjusted by the National Geodetic Survey in October 1999..
 MG0699
 MG0699
 MG0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0699
 MG0699.The geoid height was determined by GEOID03.
 MG0699
 MG0699;                    North         East     Units Scale Factor Converg.
 MG0699;SPC IL W     -   493,301.016   710,482.986   MT  0.99994253   +0 04 55.4
 MG0699;SPC IL W     - 1,618,438.42  2,330,976.26   sFT  0.99994253   +0 04 55.4
 MG0699;UTM  15      - 4,555,238.817   748,383.903   MT  1.00035937   +1 56 45.6
 MG0699;UTM  16      - 4,555,481.046   244,586.611   MT  1.00040297   -2 00 04.1
 MG0699
 MG0699                          SUPERSEDED SURVEY CONTROL
 MG0699
 MG0699  NAD 83(1997)-  41 06 37.70704(N)    090 02 30.67525(W) AD(       ) 4
 MG0699  NAD 83(1986)-  41 06 37.71544(N)    090 02 30.68162(W) AD(       ) 4
 MG0699  NAD 27      -  41 06 37.58400(N)    090 02 30.27000(W) AD(       ) 3
 MG0699
 MG0699.Superseded values are not recommended for survey control.
 MG0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0699.See file dsdata.txt to determine how the superseded data were derived.
 MG0699
 MG0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4838455239(NAD 83)
 MG0699_MARKER: 22 = AIRWAY BEACON
 MG0699
 MG0699  HISTORY     - Date     Condition        Report By
 MG0699  HISTORY     - 1935     FIRST OBSERVED   CGS
 MG0699  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 MG0699
 MG0699                          STATION DESCRIPTION
 MG0699
 MG0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MG0699'THIS STATION IS THE AIRWAY BEACON 27, KANSAS CITY-CHICAGO
 MG0699'AIRLINE, ABOUT 6.0 MILES E OF THE TOWN OF ALTONA, LOCATED
 MG0699'ABOUT 75 FEET E OF STATE HIGHWAY 180, ABOUT 90 FEET S OF THE
 MG0699'DRIVE INTO HIGHLAND FARM, AND ABOUT 0.25 MILE N OF THE JUNCTION
 MG0699'OF HIGHWAYS 30 AND 180, IN THE NW CORNER OF SW 1/4 SEC. 15,
 MG0699'T 13 N, R 4 E, ON LAND OWNED AND OCCUPIED BY MR. T.W. GREEN.
 MG0699'THE BEACON WAS PLACED IN ITS PRESENT LOCATION IN 1930.
 MG0699'
 MG0699'THE STATION IS A STANDARD ORANGE-AND-WHITE 60-FOOT AIRWAY
 MG0699'BEACON.
 MG0699
 MG0699                          STATION RECOVERY (1997)
 MG0699
 MG0699'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0705 ***********************************************************************
 MG0705  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 26
 MG0705  PID         -  MG0705
 MG0705  STATE/COUNTY-  IL/KNOX
 MG0705  USGS QUAD   -  WATAGA (1982)
 MG0705
 MG0705                         *CURRENT SURVEY CONTROL
 MG0705  ___________________________________________________________________
 MG0705* NAD 83(1997)-  41 02 55.46119(N)    090 16 04.42730(W)     ADJUSTED  
 MG0705* NAVD 88     -                                                        
 MG0705  ___________________________________________________________________
 MG0705  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 MG0705  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MG0705
 MG0705  HORZ ORDER  -  THIRD
 MG0705
 MG0705.The horizontal coordinates were established by classical geodetic methods
 MG0705.and adjusted by the National Geodetic Survey in October 1999..
 MG0705
 MG0705
 MG0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0705
 MG0705.The geoid height was determined by GEOID03.
 MG0705
 MG0705;                    North         East     Units Scale Factor Converg.
 MG0705;SPC IL W     -   486,442.849   691,489.789   MT  0.99994207   -0 03 59.3
 MG0705;SPC IL W     - 1,595,937.91  2,268,662.75   sFT  0.99994207   -0 03 59.3
 MG0705;UTM  15      - 4,547,764.208   729,616.872   MT  1.00024895   +1 47 41.8
 MG0705
 MG0705                          SUPERSEDED SURVEY CONTROL
 MG0705
 MG0705  NAD 83(1997)-  41 02 55.46126(N)    090 16 04.42780(W) AD(       ) 4
 MG0705  NAD 83(1986)-  41 02 55.46603(N)    090 16 04.44206(W) AD(       ) 4
 MG0705  NAD 27      -  41 02 55.32600(N)    090 16 03.99100(W) AD(       ) 3
 MG0705
 MG0705.Superseded values are not recommended for survey control.
 MG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0705.See file dsdata.txt to determine how the superseded data were derived.
 MG0705
 MG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2961747764(NAD 83)
 MG0705_MARKER: 22 = AIRWAY BEACON
 MG0705
 MG0705  HISTORY     - Date     Condition        Report By
 MG0705  HISTORY     - 1935     FIRST OBSERVED   CGS
 MG0705  HISTORY     - 19971124 MARK NOT FOUND   USPSQD
 MG0705
 MG0705                          STATION DESCRIPTION
 MG0705
 MG0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MG0705'THIS STATION IS AIRWAY BEACON 26, KANSAS CITY-CHICAGO AIRLINE,
 MG0705'ABOUT 1.2 MILES N OF THE TOWN OF WATAGA, 2.5 MILES SW OF ONEIDA,
 MG0705'ABOUT 1.5 MILES N BY E OF JUNCTION OF ROUTES 34 AND 167,
 MG0705'AND ABOUT 100 FEET W OF DIRT SECTION-LINE ROAD, IN THE SE
 MG0705'1/4 SEC. 4, T 12 N, R 2 E.
 MG0705'
 MG0705'THE BEACON IS A STANDARD ORANGE-AND-WHITE 60-FOOT AIRWAY
 MG0705'BEACON.
 MG0705
 MG0705                          STATION RECOVERY (1997)
 MG0705
 MG0705'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1686 ***********************************************************************
 MF1686  DESIGNATION -  KANSAS CITY CHICAGO AWY BCN 29
 MF1686  PID         -  MF1686
 MF1686  STATE/COUNTY-  IL/BUREAU
 MF1686  USGS QUAD   -  WHITEFIELD (1983)
 MF1686
 MF1686                         *CURRENT SURVEY CONTROL
 MF1686  ___________________________________________________________________
 MF1686* NAD 83(1997)-  41 14 01.29970(N)    089 37 13.50515(W)     ADJUSTED  
 MF1686* NAVD 88     -                                                        
 MF1686  ___________________________________________________________________
 MF1686  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 MF1686  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 MF1686
 MF1686  HORZ ORDER  -  THIRD
 MF1686
 MF1686.The horizontal coordinates were established by classical geodetic methods
 MF1686.and adjusted by the National Geodetic Survey in October 1999..
 MF1686
 MF1686
 MF1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1686
 MF1686.The geoid height was determined by GEOID03.
 MF1686
 MF1686;                    North         East     Units Scale Factor Converg.
 MF1686;SPC IL W     -   507,121.086   745,793.412   MT  0.99996698   +0 21 36.2
 MF1686;SPC IL W     - 1,663,779.76  2,446,823.89   sFT  0.99996698   +0 21 36.2
 MF1686;UTM  16      - 4,568,011.246   280,388.880   MT  1.00019360   -1 43 40.4
 MF1686
 MF1686                          SUPERSEDED SURVEY CONTROL
 MF1686
 MF1686  NAD 83(1986)-  41 14 01.30923(N)    089 37 13.50751(W) AD(       ) 4
 MF1686  NAD 27      -  41 14 01.18100(N)    089 37 13.15400(W) AD(       ) 3
 MF1686
 MF1686.Superseded values are not recommended for survey control.
 MF1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1686.See file dsdata.txt to determine how the superseded data were derived.
 MF1686
 MF1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL8038968011(NAD 83)
 MF1686_MARKER: 22 = AIRWAY BEACON
 MF1686
 MF1686  HISTORY     - Date     Condition        Report By
 MF1686  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1686  HISTORY     - 19951230 MARK NOT FOUND   USPSQD
 MF1686  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF1686
 MF1686                          STATION DESCRIPTION
 MF1686
 MF1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1686'THIS STATION IS THE AIRWAY BEACON 29, AT THE MORSE LANDING
 MF1686'FIELD, MORSE, ON THE KANSAS CITY-CHICAGO AIRLINE.  THE BEACON
 MF1686'IS ABOUT 60 FEET S OF THE CENTER LINE OF A SECTION-LINE ROAD
 MF1686'AND ABOUT 65 FEET E OF A SECTION-LINE ROAD, IN THE EXTREME NW
 MF1686'CORNER OF THE NW 1/4 SEC. 3, T 14 N, R 8 E.  THE BEACON WAS
 MF1686'PLACED IN ITS PRESENT LOCATION IN 1931.
 MF1686'
 MF1686'THE BEACON IS A STANDARD 50-FOOT ORANGE-AND-WHITE AIRWAY
 MF1686'BEACON.
 MF1686
 MF1686                          STATION RECOVERY (1995)
 MF1686
 MF1686'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1686'MARK NOT FOUND.
 MF1686
 MF1686                          STATION RECOVERY (2001)
 MF1686
 MF1686'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1902 ***********************************************************************
 KA1902  DESIGNATION -  KANSAS USLS 1879 AZ MK
 KA1902  PID         -  KA1902
 KA1902  STATE/COUNTY-  IL/EDGAR
 KA1902  USGS QUAD   -  GRANDVIEW (1982)
 KA1902
 KA1902                         *CURRENT SURVEY CONTROL
 KA1902  ___________________________________________________________________
 KA1902* NAD 83(1997)-  39 30 43.70032(N)    087 51 46.30603(W)     ADJUSTED  
 KA1902* NAVD 88     -       243.7    (meters)     800.     (feet)  VERTCON   
 KA1902  ___________________________________________________________________
 KA1902  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 KA1902  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1902
 KA1902  HORZ ORDER  -  SECOND
 KA1902
 KA1902.The horizontal coordinates were established by classical geodetic methods
 KA1902.and adjusted by the National Geodetic Survey in October 1999..
 KA1902
 KA1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1902
 KA1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1902
 KA1902.The geoid height was determined by GEOID03.
 KA1902
 KA1902;                    North         East     Units Scale Factor Converg.
 KA1902;SPC IL E     -   315,940.169   340,458.816   MT  0.99999515   +0 17 57.6
 KA1902;SPC IL E     - 1,036,547.04  1,116,988.63   sFT  0.99999515   +0 17 57.6
 KA1902;SPC IL W     -   318,358.795   898,122.201   MT  1.00042431   +1 27 58.5
 KA1902;SPC IL W     - 1,044,482.15  2,946,589.25   sFT  1.00042431   +1 27 58.5
 KA1902;UTM  16      - 4,373,967.079   425,824.275   MT  0.99966774   -0 32 56.5
 KA1902
 KA1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1902!SPC IL E     -   0.99996679  x   0.99999515  =   0.99996194
 KA1902!SPC IL W     -   0.99996679  x   1.00042431  =   1.00039109
 KA1902!UTM  16      -   0.99996679  x   0.99966774  =   0.99963454
 KA1902
 KA1902                          SUPERSEDED SURVEY CONTROL
 KA1902
 KA1902  NAD 83(1997)-  39 30 43.69860(N)    087 51 46.30450(W) AD(       ) 2
 KA1902  NAD 83(1986)-  39 30 43.70996(N)    087 51 46.30073(W) AD(       ) 2
 KA1902  NAD 27      -  39 30 43.58253(N)    087 51 46.19894(W) AD(       ) 2
 KA1902  NGVD 29 (07/19/86)  243.8    (m)          800.     (f) VERT ANG       
 KA1902
 KA1902.Superseded values are not recommended for survey control.
 KA1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1902.See file dsdata.txt to determine how the superseded data were derived.
 KA1902
 KA1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2582473967(NAD 83)
 KA1902_MARKER: DZ = AZIMUTH MARK DISK
 KA1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KA1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1902+STABILITY: SURFACE MOTION
 KA1902
 KA1902  HISTORY     - Date     Condition        Report By
 KA1902  HISTORY     - 1980     MONUMENTED       NGS
 KA1902
 KA1902                          STATION DESCRIPTION
 KA1902
 KA1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KA1902'THE STATION IS LOCATED ABOUT 13.3 KM (8-1/4 MI) NORTHEAST
 KA1902'OF WESTFIELD, 7.6 KM (4-3/4 MI) SOUTHEAST OF KANSAS, 3.6 KM
 KA1902'(2-1/4 MI) SOUTHWEST OF GRANDVIEW, IN THE SW1/4,S4,T12N,R12E
 KA1902'OF GRANDVIEW TOWNSHIP AND ON TOWNSHIP ROAD RIGHT-OF-WAY.
 KA1902'
 KA1902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KA1902'16 AND 49 IN THE NORTH EDGE OF KANSAS, GO EAST ON STATE
 KA1902'HIGHWAY 16 FOR 5.2 KM (3.2 MI) TO A CROSSROAD.  TURN RIGHT AND
 KA1902'GO SOUTH ON A BLACKTOP ROAD FOR 1.7 KM (1.05 MI) TO A
 KA1902'CROSSROAD.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 3.2 KM
 KA1902'(2.0 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 KA1902'GRAVELED ROAD FOR 1.3 KM (0.8 MI) TO THE STATION ON THE RIGHT.
 KA1902'
 KA1902'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK
 KA1902'STAMPED---KANSAS 1947---,
 KA1902'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 KA1902'PROJECTING 36 CM ABOVE THE GROUND.  IT IS LOCATED
 KA1902'6.1 METERS (20 FT) SOUTH FROM THE CENTER OF A GRAVELED ROAD AND
 KA1902'0.4 METER (1.4 FT) EAST-NORTHEAST FROM A TELEPHONE JUNCTION BOX.
 KA1902'
 KA1902'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.8 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1903 ***********************************************************************
 KA1903  DESIGNATION -  KANSAS USLS 1879 AZ 2
 KA1903  PID         -  KA1903
 KA1903  STATE/COUNTY-  IL/EDGAR
 KA1903  USGS QUAD   -  GRANDVIEW (1982)
 KA1903
 KA1903                         *CURRENT SURVEY CONTROL
 KA1903  ___________________________________________________________________
 KA1903* NAD 83(1997)-  39 30 44.20558(N)    087 51 44.50826(W)     ADJUSTED  
 KA1903* NAVD 88     -       243.8    (meters)     800.     (feet)  VERTCON   
 KA1903  ___________________________________________________________________
 KA1903  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 KA1903  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KA1903
 KA1903  HORZ ORDER  -  SECOND
 KA1903
 KA1903.The horizontal coordinates were established by classical geodetic methods
 KA1903.and adjusted by the National Geodetic Survey in October 1999..
 KA1903
 KA1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1903
 KA1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1903
 KA1903.The geoid height was determined by GEOID03.
 KA1903
 KA1903;                    North         East     Units Scale Factor Converg.
 KA1903;SPC IL E     -   315,955.975   340,501.680   MT  0.99999519   +0 17 58.8
 KA1903;SPC IL E     - 1,036,598.89  1,117,129.26   sFT  0.99999519   +0 17 58.8
 KA1903;SPC IL W     -   318,375.479   898,164.752   MT  1.00042452   +1 27 59.7
 KA1903;SPC IL W     - 1,044,536.88  2,946,728.86   sFT  1.00042452   +1 27 59.7
 KA1903;UTM  16      - 4,373,982.244   425,867.354   MT  0.99966766   -0 32 55.3
 KA1903
 KA1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1903!SPC IL E     -   0.99996678  x   0.99999519  =   0.99996197
 KA1903!SPC IL W     -   0.99996678  x   1.00042452  =   1.00039128
 KA1903!UTM  16      -   0.99996678  x   0.99966766  =   0.99963445
 KA1903
 KA1903                          SUPERSEDED SURVEY CONTROL
 KA1903
 KA1903  NAD 83(1997)-  39 30 44.20387(N)    087 51 44.50673(W) AD(       ) 2
 KA1903  NAD 83(1986)-  39 30 44.21523(N)    087 51 44.50298(W) AD(       ) 2
 KA1903  NAD 27      -  39 30 44.08779(N)    087 51 44.40121(W) AD(       ) 2
 KA1903  NGVD 29 (07/19/86)  243.9    (m)          800.     (f) VERT ANG       
 KA1903
 KA1903.Superseded values are not recommended for survey control.
 KA1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1903.See file dsdata.txt to determine how the superseded data were derived.
 KA1903
 KA1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ2586773982(NAD 83)
 KA1903_MARKER: DZ = AZIMUTH MARK DISK
 KA1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1903_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1903+STABILITY: SURFACE MOTION
 KA1903
 KA1903  HISTORY     - Date     Condition        Report By
 KA1903  HISTORY     - 1980     MONUMENTED       NGS
 KA1903
 KA1903                          STATION DESCRIPTION
 KA1903
 KA1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KA1903'THE STATION IS LOCATED ABOUT 13.3 KM (8-1/4 MI) NORTHEAST OF
 KA1903'WESTFIELD, 7.6 KM (4-3/4 MI) SOUTHEAST OF KANSAS, 3.6 KM
 KA1903'(2-1/4 MI) SOUTHWEST OF GRANDVIEW, IN THE SW1/4,S4,T12N,R12E
 KA1903'OF GRANDVIEW TOWNSHIP AND ON TOWNSHIP ROAD RIGHT-OF-WAY.
 KA1903'
 KA1903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KA1903'16 AND 49 IN THE NORTH EDGE OF KANSAS, GO EAST ON STATE
 KA1903'HIGHWAY 16 FOR 5.2 KM (3.2 MI) TO A CROSSROAD.  TURN RIGHT
 KA1903'AND GO SOUTH ON A BLACKTOP ROAD FOR 1.7 KM (1.05 MI) TO
 KA1903'A CROSSROAD.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 3.2 KM
 KA1903'(2.0 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 KA1903'GRAVELED ROAD FOR 1.4 KM (0.85 MI) TO THE STATION ON THE LEFT.
 KA1903'
 KA1903'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 KA1903'STAMPED---KANSAS USLS 1879 NO 2 1980---,
 KA1903'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KA1903'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 KA1903'13.0 METERS (42.5 FT) WEST FROM THE CENTER OF A DRIVEWAY,
 KA1903'7.5 METERS (24.5 FT) NORTH FROM THE CENTER OF A GRAVELED ROAD AND
 KA1903'0.6 METER (1.9 FT) SOUTH-SOUTHWEST FROM A POWER POLE.
 KA1903'
 KA1903'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0878 ***********************************************************************
 LC0878  DESIGNATION -  KAPPA
 LC0878  PID         -  LC0878
 LC0878  STATE/COUNTY-  IL/WOODFORD
 LC0878  USGS QUAD   -  EL PASO (1995)
 LC0878
 LC0878                         *CURRENT SURVEY CONTROL
 LC0878  ___________________________________________________________________
 LC0878* NAD 83(1997)-  40 40 43.34423(N)    089 00 29.61074(W)     ADJUSTED  
 LC0878* NAVD 88     -       224.065  (meters)     735.12   (feet)  ADJUSTED  
 LC0878  ___________________________________________________________________
 LC0878  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 LC0878  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0878  DYNAMIC HT  -         223.965 (meters)     734.79  (feet)  COMP
 LC0878  MODELED GRAV-     980,170.7   (mgal)                       NAVD 88
 LC0878
 LC0878  HORZ ORDER  -  SECOND
 LC0878  VERT ORDER  -  FIRST     CLASS I
 LC0878
 LC0878.The horizontal coordinates were established by classical geodetic methods
 LC0878.and adjusted by the National Geodetic Survey in October 1999..
 LC0878
 LC0878.The orthometric height was determined by differential leveling
 LC0878.and adjusted by the National Geodetic Survey in June 1991..
 LC0878.WARNING-Repeat measurements at this control monument indicate possible
 LC0878.vertical movement.
 LC0878
 LC0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0878
 LC0878.The geoid height was determined by GEOID03.
 LC0878
 LC0878.The dynamic height is computed by dividing the NAVD 88
 LC0878.geopotential number by the normal gravity value computed on the
 LC0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0878.degrees latitude (g = 980.6199 gals.).
 LC0878
 LC0878.The modeled gravity was interpolated from observed gravity values.
 LC0878
 LC0878;                    North         East     Units Scale Factor Converg.
 LC0878;SPC IL W     -   445,993.116   797,932.693   MT  1.00005919   +0 45 18.5
 LC0878;SPC IL W     - 1,463,229.08  2,617,884.18   sFT  1.00005919   +0 45 18.5
 LC0878;SPC IL E     -   445,581.850   242,944.237   MT  1.00001505   -0 26 23.7
 LC0878;SPC IL E     - 1,461,879.79    797,059.55   sFT  1.00001505   -0 26 23.7
 LC0878;UTM  16      - 4,505,030.594   330,282.412   MT  0.99995455   -1 18 33.5
 LC0878
 LC0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0878!SPC IL W     -   0.99996990  x   1.00005919  =   1.00002909
 LC0878!SPC IL E     -   0.99996990  x   1.00001505  =   0.99998495
 LC0878!UTM  16      -   0.99996990  x   0.99995455  =   0.99992445
 LC0878
 LC0878|---------------------------------------------------------------------|
 LC0878| PID    Reference Object                     Distance      Geod. Az  |
 LC0878|                                                           dddmmss.s |
 LC0878| CI7631 KAPPA RM N                           27.220 METERS 03707     |
 LC0878| CI7632 KAPPA RM S                           22.650 METERS 06023     |
 LC0878| CI7627 KAPPA AZ MK 2                                      1641603.6 |
 LC0878| CI7629 KAPPA RM 1                           19.686 METERS 20154     |
 LC0878| CI7630 KAPPA RM 2                           17.475 METERS 30529     |
 LC0878| CI7628 KAPPA AZ MK                                        3141625.8 |
 LC0878|---------------------------------------------------------------------|
 LC0878
 LC0878                          SUPERSEDED SURVEY CONTROL
 LC0878
 LC0878  NAD 83(1986)-  40 40 43.35931(N)    089 00 29.61412(W) AD(       ) 2
 LC0878  NAD 27      -  40 40 43.23330(N)    089 00 29.34230(W) AD(       ) 2
 LC0878  NGVD 29 (??/??/92)  224.105  (m)          735.25   (f) ADJ UNCH    1 1
 LC0878
 LC0878.Superseded values are not recommended for survey control.
 LC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0878.See file dsdata.txt to determine how the superseded data were derived.
 LC0878
 LC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL3028205031(NAD 83)
 LC0878_MARKER: DS = TRIANGULATION STATION DISK
 LC0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0878_STAMPING: 735.478 KAPPA 1920
 LC0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0878+STABILITY: SURFACE MOTION
 LC0878
 LC0878  HISTORY     - Date     Condition        Report By
 LC0878  HISTORY     - 1920     MONUMENTED       CGS
 LC0878  HISTORY     - 1948     GOOD             CGS
 LC0878  HISTORY     - 1959     GOOD             CGS
 LC0878  HISTORY     - 1969     GOOD             NGS
 LC0878  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0878  HISTORY     - 19981122 GOOD             USPSQD
 LC0878  HISTORY     - 20020121 MARK NOT FOUND   INDIV
 LC0878
 LC0878                          STATION DESCRIPTION
 LC0878
 LC0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LC0878'STATION IS ABOUT 1/4 MILE N OF RAILROAD STATION AT KAPPA,
 LC0878'ON E SIDE OF ILLINOIS CENTRAL RAILROAD TRACK, 160 YARDS N OF
 LC0878'N GRAIN ELEVATOR, 25 YARDS W OF RESIDENCE OF JOHN HALL, AND
 LC0878'29.94 METERS (98.23 FEET) E OF THE E AND NEAREST RAIL.  SURFACE
 LC0878'AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 LC0878'THE CORNERS OF THE RESIDENCE
 LC0878'OF JOHN HALL ARE USED FOR REFERENCE MARKS.  THE NW CORNER
 LC0878'OF HOUSE IS 27.22 METERS (89.30 FEET) FROM THE STATION,
 LC0878'S 37 DEG 07 MIN W, AND SW CORNER IS 22.65 METERS (74.31
 LC0878'FEET) FROM STATION,  S 60 DEG 23 MIN W.  THE
 LC0878'ELEVATION OF THE STATION MARK IS 224.337 METERS (736.012
 LC0878'FEET).
 LC0878
 LC0878                          STATION RECOVERY (1948)
 LC0878
 LC0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (JCM)
 LC0878'THIS STATION WAS FOUND IN GOOD CONDITION.  THE DESCRIPTION
 LC0878'IS GOOD WITH THE FOLLOWING CHANGE--THE STATION IS LOCATED
 LC0878'IN A WHITE LIMESTONE DRIVEWAY APPROXIMATELY 2 FT. FROM THE N
 LC0878'EDGE AND FLUSH WITH SURFACE OF DRIVEWAY.  THE ELEVATION OF
 LC0878'THE STATION WAS CHECKED AND FOUND TO BE GOOD.
 LC0878
 LC0878                          STATION RECOVERY (1959)
 LC0878
 LC0878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0878'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LC0878'DUE TO REBUILDING OF HOUSE, REFERENCE MARK NO. 1, REFERENCE
 LC0878'MARK NO. 2 AND AZIMUTH MARK WAS SET.
 LC0878'
 LC0878'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LC0878'
 LC0878'THE STATION IS LOCATED IN THE NORTH PART OF KAPPA ABOUT 1/4
 LC0878'MILE NORTH OF THE RAIL ROAD ELEVATOR AT KAPPA ON EAST SIDE
 LC0878'OF TRACKS AND WEST OF MR. PAULS HOUSE.
 LC0878'
 LC0878'TO REACH THE STATION FROM THE ELEVATOR IN KAPPA, GO NORTH
 LC0878'TO FIRST ROAD ACROSS RAIL ROAD TRACKS, CROSS TRACKS AND TURN
 LC0878'RIGHT SOUTH ON EAST SIDE OF TRACKS AND GO TO THE FIRST HOUSE
 LC0878'ON LEFT AND STATION AS DESCRIBED.
 LC0878'
 LC0878'THE STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 X 12
 LC0878'INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND THE DISK
 LC0878'IS STAMPED KAPPA 1920.  IT IS 18 FEET EAST OF CENTER OF GRAVEL
 LC0878'ROAD, 8 FEET NORTH OF CENTER OF DRIVE WAY, 56 FEET SOUTH OF
 LC0878'POWER POLE, 89.34 FEET WEST OF SOUTHWEST CORNER OF HOUSE AND
 LC0878'72.63 FEET SOUTHWEST OF NORTHWEST CORNER OF HOUSE.
 LC0878'
 LC0878'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 LC0878'IN TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT
 LC0878'2 INCHES AND THE DISK IS STAMPED KAPPA NO. 1 1920.  IT IS
 LC0878'23 FEET WEST OF CENTER OF ROAD, 58.5 FEET EAST OF RAIL ROAD TRACK
 LC0878'AND 42.5 FEET WEST OF POWER POLE.
 LC0878'
 LC0878'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 LC0878'IN TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT
 LC0878'2 INCHES AND THE DISK IS STAMPED KAPPA NO. 2 1920.  IT IS 19
 LC0878'FEET WEST OF CENTER OF ROAD, 62 FEET EAST OF RAILROAD TRACK
 LC0878'AND 38 FEET WEST SOUTHWEST OF POWER POLE.
 LC0878'
 LC0878'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A
 LC0878'12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 LC0878'THE DISK IS STAMPED KAPPA 1920.  IT IS 2.8 FEET NORTH OF SIDE
 LC0878'WALK, 1.4 FEET EAST OF WITNESS POST AND 26 FEET WEST OF CENTER
 LC0878'OF ROAD.
 LC0878'
 LC0878'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON EAST
 LC0878'SIDE OF TRACKS FOR 0.2 MILE TO MARK ON RIGHT AS DESCRIBED.
 LC0878
 LC0878                          STATION RECOVERY (1969)
 LC0878
 LC0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0878'4 MI S FROM EL PASO.
 LC0878'ABOUT 4.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0878'THE STATION AT EL PASO, 0.15 MILE NORTH OF A GRAIN ELEVATOR AT
 LC0878'THE COMMUNITY OF KAPPA, 98 FEET EAST OF THE EAST RAIL OF THE MAIN
 LC0878'TRACK, 72.8 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE,
 LC0878'17 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 124 FEET EAST
 LC0878'OF A SWITCH STAND FOR THE RAILROAD, 56 FEET SOUTH OF A POWER POLE,
 LC0878'37 FEET SOUTHWEST OF A 12-INCH ELM TREE, 9 FEET WEST OF THE WEST
 LC0878'EDGE OF A CONCRETE SIDEWALK, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 LC0878'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LOCATED
 LC0878'IN THE NORTH EDGE OF A DRIVEWAY AND WHICH PROJECTS 2 INCHES ABOVE
 LC0878'THE SURFACE OF THE DRIVEWAY.  SEC 20, T26N, R2E  NOTE-- THIS MARK
 LC0878'IS OCCASIONALLY RUN OVER BY CARS BUT THE POST IS SOLID AND SHOWS
 LC0878'NO SIGN OF MOVEMENT.
 LC0878
 LC0878                          STATION RECOVERY (1998)
 LC0878
 LC0878'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0878'MARK NOT FOUND.
 LC0878
 LC0878                          STATION RECOVERY (1998)
 LC0878
 LC0878'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0878'RECOVERED IN GOOD CONDITION.
 LC0878
 LC0878                          STATION RECOVERY (2002)
 LC0878
 LC0878'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KEZ)
 LC0878'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9095 ***********************************************************************
 DG9095  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9095  DESIGNATION -  KARA CO 2 COOP CORS ARP
 DG9095  CORS_ID     -  KAR2
 DG9095  PID         -  DG9095
 DG9095  STATE/COUNTY-  IL/COOK
 DG9095  USGS QUAD   -  RIVER FOREST (1997)
 DG9095
 DG9095                         *CURRENT SURVEY CONTROL
 DG9095  ___________________________________________________________________
 DG9095* NAD 83(CORS)-  41 59 33.71309(N)    087 51 54.13939(W)     ADJUSTED  
 DG9095* NAVD 88     -                                                        
 DG9095  ___________________________________________________________________
 DG9095  EPOCH DATE  -        2002.00
 DG9095  X           -     176,867.831 (meters)                     COMP
 DG9095  Y           -  -4,744,390.332 (meters)                     COMP
 DG9095  Z           -   4,245,130.989 (meters)                     COMP
 DG9095  ELLIP HEIGHT-         194.18  (meters)          (02/??/05) GPS OBS
 DG9095  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DG9095
 DG9095  HORZ ORDER  -  SPECIAL (CORS)
 DG9095  ELLP ORDER  -  SPECIAL (CORS)
 DG9095
 DG9095.ITRF positions are available for this station.
 DG9095.The coordinates were established by GPS observations
 DG9095.and adjusted by the National Geodetic Survey in February 2005..
 DG9095.The coordinates are valid at the epoch date displayed above.
 DG9095.The epoch date for horizontal control is a decimal equivalence
 DG9095.of Year/Month/Day.
 DG9095
 DG9095
 DG9095.The PID for the CORS L1 Phase Center is DG9096.
 DG9095
 DG9095.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9095
 DG9095.The ellipsoidal height was determined by GPS observations
 DG9095.and is referenced to NAD 83.
 DG9095
 DG9095.The geoid height was determined by GEOID03.
 DG9095
 DG9095;                    North         East     Units Scale Factor Converg.
 DG9095;SPC IL E     -   591,397.672   338,802.077   MT  0.99999352   +0 18 47.9
 DG9095;SPC IL E     - 1,940,277.20  1,111,553.15   sFT  0.99999352   +0 18 47.9
 DG9095
 DG9095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9095!SPC IL E     -   0.99996955  x   0.99999352  =   0.99996307
 DG9095
 DG9095                          SUPERSEDED SURVEY CONTROL
 DG9095
 DG9095.No superseded survey control is available for this station.
 DG9095
 DG9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2835149327(NAD 83)
 DG9095_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9095
 DG9095                          STATION DESCRIPTION
 DG9095
 DG9095'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9095'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9095'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9095'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9095'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9095'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9096 ***********************************************************************
 DG9096  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9096  DESIGNATION -  KARA CO 2 COOP CORS L1 PHASE CENTER
 DG9096  CORS_ID     -  KAR2
 DG9096  PID         -  DG9096
 DG9096  STATE/COUNTY-  IL/COOK
 DG9096  USGS QUAD   -  RIVER FOREST (1997)
 DG9096
 DG9096                         *CURRENT SURVEY CONTROL
 DG9096  ___________________________________________________________________
 DG9096* NAD 83(CORS)-  41 59 33.71317(N)    087 51 54.13933(W)     ADJUSTED  
 DG9096* NAVD 88     -                                                        
 DG9096  ___________________________________________________________________
 DG9096  EPOCH DATE  -        2002.00
 DG9096  X           -     176,867.835 (meters)                     COMP
 DG9096  Y           -  -4,744,390.412 (meters)                     COMP
 DG9096  Z           -   4,245,131.064 (meters)                     COMP
 DG9096  ELLIP HEIGHT-         194.29  (meters)          (02/??/05) GPS OBS
 DG9096  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 DG9096
 DG9096  HORZ ORDER  -  SPECIAL (CORS)
 DG9096  ELLP ORDER  -  SPECIAL (CORS)
 DG9096
 DG9096.ITRF positions are available for this station.
 DG9096.The coordinates were established by GPS observations
 DG9096.and adjusted by the National Geodetic Survey in February 2005..
 DG9096.The coordinates are valid at the epoch date displayed above.
 DG9096.The epoch date for horizontal control is a decimal equivalence
 DG9096.of Year/Month/Day.
 DG9096
 DG9096
 DG9096.The PID for the CORS ARP is DG9095.
 DG9096
 DG9096.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9096
 DG9096.The ellipsoidal height was determined by GPS observations
 DG9096.and is referenced to NAD 83.
 DG9096
 DG9096.The geoid height was determined by GEOID03.
 DG9096
 DG9096;                    North         East     Units Scale Factor Converg.
 DG9096;SPC IL E     -   591,397.675   338,802.078   MT  0.99999352   +0 18 47.9
 DG9096;SPC IL E     - 1,940,277.21  1,111,553.15   sFT  0.99999352   +0 18 47.9
 DG9096
 DG9096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9096!SPC IL E     -   0.99996953  x   0.99999352  =   0.99996305
 DG9096
 DG9096                          SUPERSEDED SURVEY CONTROL
 DG9096
 DG9096.No superseded survey control is available for this station.
 DG9096
 DG9096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2835149327(NAD 83)
 DG9096_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9096
 DG9096                          STATION DESCRIPTION
 DG9096
 DG9096'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9096'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9096'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9096'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9096'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9096'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9097 ***********************************************************************
 DG9097  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9097  DESIGNATION -  KARA CO 3 COOP CORS ARP
 DG9097  CORS_ID     -  KAR3
 DG9097  PID         -  DG9097
 DG9097  STATE/COUNTY-  IL/LAKE
 DG9097  USGS QUAD   -  ZION (1993)
 DG9097
 DG9097                         *CURRENT SURVEY CONTROL
 DG9097  ___________________________________________________________________
 DG9097* NAD 83(CORS)-  42 23 00.63637(N)    087 51 59.71763(W)     ADJUSTED  
 DG9097* NAVD 88     -                                                        
 DG9097  ___________________________________________________________________
 DG9097  EPOCH DATE  -        2002.00
 DG9097  X           -     175,654.137 (meters)                     COMP
 DG9097  Y           -  -4,715,259.017 (meters)                     COMP
 DG9097  Z           -   4,277,294.045 (meters)                     COMP
 DG9097  ELLIP HEIGHT-         190.63  (meters)          (02/??/05) GPS OBS
 DG9097  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DG9097
 DG9097  HORZ ORDER  -  SPECIAL (CORS)
 DG9097  ELLP ORDER  -  SPECIAL (CORS)
 DG9097
 DG9097.ITRF positions are available for this station.
 DG9097.The coordinates were established by GPS observations
 DG9097.and adjusted by the National Geodetic Survey in February 2005..
 DG9097.The coordinates are valid at the epoch date displayed above.
 DG9097.The epoch date for horizontal control is a decimal equivalence
 DG9097.of Year/Month/Day.
 DG9097
 DG9097
 DG9097.The PID for the CORS L1 Phase Center is DG9098.
 DG9097
 DG9097.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9097
 DG9097.The ellipsoidal height was determined by GPS observations
 DG9097.and is referenced to NAD 83.
 DG9097
 DG9097.The geoid height was determined by GEOID03.
 DG9097
 DG9097;                    North         East     Units Scale Factor Converg.
 DG9097;SPC IL E     -   634,806.233   338,436.201   MT  0.99999317   +0 18 52.7
 DG9097;SPC IL E     - 2,082,693.45  1,110,352.77   sFT  0.99999317   +0 18 52.7
 DG9097
 DG9097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9097!SPC IL E     -   0.99997010  x   0.99999317  =   0.99996327
 DG9097
 DG9097                          SUPERSEDED SURVEY CONTROL
 DG9097
 DG9097.No superseded survey control is available for this station.
 DG9097
 DG9097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2866492722(NAD 83)
 DG9097_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9097
 DG9097                          STATION DESCRIPTION
 DG9097
 DG9097'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9097'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9097'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9097'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9097'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9097'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9098 ***********************************************************************
 DG9098  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9098  DESIGNATION -  KARA CO 3 COOP CORS L1 PHASE CENTER
 DG9098  CORS_ID     -  KAR3
 DG9098  PID         -  DG9098
 DG9098  STATE/COUNTY-  IL/LAKE
 DG9098  USGS QUAD   -  ZION (1993)
 DG9098
 DG9098                         *CURRENT SURVEY CONTROL
 DG9098  ___________________________________________________________________
 DG9098* NAD 83(CORS)-  42 23 00.63645(N)    087 51 59.71757(W)     ADJUSTED  
 DG9098* NAVD 88     -                                                        
 DG9098  ___________________________________________________________________
 DG9098  EPOCH DATE  -        2002.00
 DG9098  X           -     175,654.141 (meters)                     COMP
 DG9098  Y           -  -4,715,259.089 (meters)                     COMP
 DG9098  Z           -   4,277,294.114 (meters)                     COMP
 DG9098  ELLIP HEIGHT-         190.73  (meters)          (02/??/05) GPS OBS
 DG9098  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 DG9098
 DG9098  HORZ ORDER  -  SPECIAL (CORS)
 DG9098  ELLP ORDER  -  SPECIAL (CORS)
 DG9098
 DG9098.ITRF positions are available for this station.
 DG9098.The coordinates were established by GPS observations
 DG9098.and adjusted by the National Geodetic Survey in February 2005..
 DG9098.The coordinates are valid at the epoch date displayed above.
 DG9098.The epoch date for horizontal control is a decimal equivalence
 DG9098.of Year/Month/Day.
 DG9098
 DG9098
 DG9098.The PID for the CORS ARP is DG9097.
 DG9098
 DG9098.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9098
 DG9098.The ellipsoidal height was determined by GPS observations
 DG9098.and is referenced to NAD 83.
 DG9098
 DG9098.The geoid height was determined by GEOID03.
 DG9098
 DG9098;                    North         East     Units Scale Factor Converg.
 DG9098;SPC IL E     -   634,806.235   338,436.202   MT  0.99999317   +0 18 52.7
 DG9098;SPC IL E     - 2,082,693.46  1,110,352.77   sFT  0.99999317   +0 18 52.7
 DG9098
 DG9098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9098!SPC IL E     -   0.99997009  x   0.99999317  =   0.99996326
 DG9098
 DG9098                          SUPERSEDED SURVEY CONTROL
 DG9098
 DG9098.No superseded survey control is available for this station.
 DG9098
 DG9098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2866492722(NAD 83)
 DG9098_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9098
 DG9098                          STATION DESCRIPTION
 DG9098
 DG9098'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9098'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9098'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9098'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9098'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9098'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9099 ***********************************************************************
 DG9099  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9099  DESIGNATION -  KARA CO 4 COOP CORS ARP
 DG9099  CORS_ID     -  KAR4
 DG9099  PID         -  DG9099
 DG9099  STATE/COUNTY-  IL/CHAMPAIGN
 DG9099  USGS QUAD   -  RISING (1975)
 DG9099
 DG9099                         *CURRENT SURVEY CONTROL
 DG9099  ___________________________________________________________________
 DG9099* NAD 83(CORS)-  40 07 53.79723(N)    088 17 23.85045(W)     ADJUSTED  
 DG9099* NAVD 88     -                                                        
 DG9099  ___________________________________________________________________
 DG9099  EPOCH DATE  -        2002.00
 DG9099  X           -     145,729.709 (meters)                     COMP
 DG9099  Y           -  -4,881,295.402 (meters)                     COMP
 DG9099  Z           -   4,089,311.717 (meters)                     COMP
 DG9099  ELLIP HEIGHT-         220.89  (meters)          (02/??/05) GPS OBS
 DG9099  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DG9099
 DG9099  HORZ ORDER  -  SPECIAL (CORS)
 DG9099  ELLP ORDER  -  SPECIAL (CORS)
 DG9099
 DG9099.ITRF positions are available for this station.
 DG9099.The coordinates were established by GPS observations
 DG9099.and adjusted by the National Geodetic Survey in February 2005..
 DG9099.The coordinates are valid at the epoch date displayed above.
 DG9099.The epoch date for horizontal control is a decimal equivalence
 DG9099.of Year/Month/Day.
 DG9099
 DG9099
 DG9099.The PID for the CORS L1 Phase Center is DG9100.
 DG9099
 DG9099.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9099
 DG9099.The ellipsoidal height was determined by GPS observations
 DG9099.and is referenced to NAD 83.
 DG9099
 DG9099.The geoid height was determined by GEOID03.
 DG9099
 DG9099;                    North         East     Units Scale Factor Converg.
 DG9099;SPC IL E     -   384,614.322   303,696.735   MT  0.99997517   +0 01 40.6
 DG9099;SPC IL E     - 1,261,855.49    996,378.37   sFT  0.99997517   +0 01 40.6
 DG9099
 DG9099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9099!SPC IL E     -   0.99996535  x   0.99997517  =   0.99994052
 DG9099
 DG9099                          SUPERSEDED SURVEY CONTROL
 DG9099
 DG9099.No superseded survey control is available for this station.
 DG9099
 DG9099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9010043162(NAD 83)
 DG9099_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9099
 DG9099                          STATION DESCRIPTION
 DG9099
 DG9099'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9099'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9099'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9099'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9099'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9099'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9100 ***********************************************************************
 DG9100  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9100  DESIGNATION -  KARA CO 4 COOP CORS L1 PHASE CENTER
 DG9100  CORS_ID     -  KAR4
 DG9100  PID         -  DG9100
 DG9100  STATE/COUNTY-  IL/CHAMPAIGN
 DG9100  USGS QUAD   -  RISING (1975)
 DG9100
 DG9100                         *CURRENT SURVEY CONTROL
 DG9100  ___________________________________________________________________
 DG9100* NAD 83(CORS)-  40 07 53.79731(N)    088 17 23.85040(W)     ADJUSTED  
 DG9100* NAVD 88     -                                                        
 DG9100  ___________________________________________________________________
 DG9100  EPOCH DATE  -        2002.00
 DG9100  X           -     145,729.713 (meters)                     COMP
 DG9100  Y           -  -4,881,295.477 (meters)                     COMP
 DG9100  Z           -   4,089,311.783 (meters)                     COMP
 DG9100  ELLIP HEIGHT-         220.99  (meters)          (02/??/05) GPS OBS
 DG9100  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 DG9100
 DG9100  HORZ ORDER  -  SPECIAL (CORS)
 DG9100  ELLP ORDER  -  SPECIAL (CORS)
 DG9100
 DG9100.ITRF positions are available for this station.
 DG9100.The coordinates were established by GPS observations
 DG9100.and adjusted by the National Geodetic Survey in February 2005..
 DG9100.The coordinates are valid at the epoch date displayed above.
 DG9100.The epoch date for horizontal control is a decimal equivalence
 DG9100.of Year/Month/Day.
 DG9100
 DG9100
 DG9100.The PID for the CORS ARP is DG9099.
 DG9100
 DG9100.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9100
 DG9100.The ellipsoidal height was determined by GPS observations
 DG9100.and is referenced to NAD 83.
 DG9100
 DG9100.The geoid height was determined by GEOID03.
 DG9100
 DG9100;                    North         East     Units Scale Factor Converg.
 DG9100;SPC IL E     -   384,614.324   303,696.736   MT  0.99997517   +0 01 40.6
 DG9100;SPC IL E     - 1,261,855.49    996,378.37   sFT  0.99997517   +0 01 40.6
 DG9100
 DG9100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9100!SPC IL E     -   0.99996533  x   0.99997517  =   0.99994050
 DG9100
 DG9100                          SUPERSEDED SURVEY CONTROL
 DG9100
 DG9100.No superseded survey control is available for this station.
 DG9100
 DG9100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9010043162(NAD 83)
 DG9100_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9100
 DG9100                          STATION DESCRIPTION
 DG9100
 DG9100'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9100'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9100'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9100'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9100'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9100'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9103 ***********************************************************************
 DG9103  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9103  DESIGNATION -  KARA CO 6 COOP CORS ARP
 DG9103  CORS_ID     -  KAR6
 DG9103  PID         -  DG9103
 DG9103  STATE/COUNTY-  IL/WILL
 DG9103  USGS QUAD   -  PLAINFIELD (1993)
 DG9103
 DG9103                         *CURRENT SURVEY CONTROL
 DG9103  ___________________________________________________________________
 DG9103* NAD 83(CORS)-  41 31 15.32279(N)    088 08 50.49609(W)     ADJUSTED  
 DG9103* NAVD 88     -                                                        
 DG9103  ___________________________________________________________________
 DG9103  EPOCH DATE  -        2002.00
 DG9103  X           -     154,615.571 (meters)                     COMP
 DG9103  Y           -  -4,780,060.971 (meters)                     COMP
 DG9103  Z           -   4,206,021.245 (meters)                     COMP
 DG9103  ELLIP HEIGHT-         164.21  (meters)          (02/??/05) GPS OBS
 DG9103  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DG9103
 DG9103  HORZ ORDER  -  SPECIAL (CORS)
 DG9103  ELLP ORDER  -  SPECIAL (CORS)
 DG9103
 DG9103.ITRF positions are available for this station.
 DG9103.The coordinates were established by GPS observations
 DG9103.and adjusted by the National Geodetic Survey in February 2005..
 DG9103.The coordinates are valid at the epoch date displayed above.
 DG9103.The epoch date for horizontal control is a decimal equivalence
 DG9103.of Year/Month/Day.
 DG9103
 DG9103
 DG9103.The PID for the CORS L1 Phase Center is DG9104.
 DG9103
 DG9103.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9103
 DG9103.The ellipsoidal height was determined by GPS observations
 DG9103.and is referenced to NAD 83.
 DG9103
 DG9103.The geoid height was determined by GEOID03.
 DG9103
 DG9103;                    North         East     Units Scale Factor Converg.
 DG9103;SPC IL E     -   538,910.210   315,522.675   MT  0.99997796   +0 07 23.8
 DG9103;SPC IL E     - 1,768,074.58  1,035,177.31   sFT  0.99997796   +0 07 23.8
 DG9103
 DG9103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9103!SPC IL E     -   0.99997424  x   0.99997796  =   0.99995220
 DG9103
 DG9103                          SUPERSEDED SURVEY CONTROL
 DG9103
 DG9103.No superseded survey control is available for this station.
 DG9103
 DG9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0426897223(NAD 83)
 DG9103_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9103
 DG9103                          STATION DESCRIPTION
 DG9103
 DG9103'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9103'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9103'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9103'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9103'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9103'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9104 ***********************************************************************
 DG9104  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9104  DESIGNATION -  KARA CO 6 COOP CORS L1 PHASE CENTER
 DG9104  CORS_ID     -  KAR6
 DG9104  PID         -  DG9104
 DG9104  STATE/COUNTY-  IL/WILL
 DG9104  USGS QUAD   -  PLAINFIELD (1993)
 DG9104
 DG9104                         *CURRENT SURVEY CONTROL
 DG9104  ___________________________________________________________________
 DG9104* NAD 83(CORS)-  41 31 15.32287(N)    088 08 50.49603(W)     ADJUSTED  
 DG9104* NAVD 88     -                                                        
 DG9104  ___________________________________________________________________
 DG9104  EPOCH DATE  -        2002.00
 DG9104  X           -     154,615.575 (meters)                     COMP
 DG9104  Y           -  -4,780,061.052 (meters)                     COMP
 DG9104  Z           -   4,206,021.319 (meters)                     COMP
 DG9104  ELLIP HEIGHT-         164.32  (meters)          (02/??/05) GPS OBS
 DG9104  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 DG9104
 DG9104  HORZ ORDER  -  SPECIAL (CORS)
 DG9104  ELLP ORDER  -  SPECIAL (CORS)
 DG9104
 DG9104.ITRF positions are available for this station.
 DG9104.The coordinates were established by GPS observations
 DG9104.and adjusted by the National Geodetic Survey in February 2005..
 DG9104.The coordinates are valid at the epoch date displayed above.
 DG9104.The epoch date for horizontal control is a decimal equivalence
 DG9104.of Year/Month/Day.
 DG9104
 DG9104
 DG9104.The PID for the CORS ARP is DG9103.
 DG9104
 DG9104.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9104
 DG9104.The ellipsoidal height was determined by GPS observations
 DG9104.and is referenced to NAD 83.
 DG9104
 DG9104.The geoid height was determined by GEOID03.
 DG9104
 DG9104;                    North         East     Units Scale Factor Converg.
 DG9104;SPC IL E     -   538,910.213   315,522.676   MT  0.99997796   +0 07 23.8
 DG9104;SPC IL E     - 1,768,074.59  1,035,177.31   sFT  0.99997796   +0 07 23.8
 DG9104
 DG9104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9104!SPC IL E     -   0.99997423  x   0.99997796  =   0.99995219
 DG9104
 DG9104                          SUPERSEDED SURVEY CONTROL
 DG9104
 DG9104.No superseded survey control is available for this station.
 DG9104
 DG9104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL0426897223(NAD 83)
 DG9104_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9104
 DG9104                          STATION DESCRIPTION
 DG9104
 DG9104'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9104'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9104'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9104'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9104'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9104'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9105 ***********************************************************************
 DG9105  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9105  DESIGNATION -  KARA CO 7 COOP CORS ARP
 DG9105  CORS_ID     -  KAR7
 DG9105  PID         -  DG9105
 DG9105  STATE/COUNTY-  IL/COOK
 DG9105  USGS QUAD   -  CHICAGO LOOP (1997)
 DG9105
 DG9105                         *CURRENT SURVEY CONTROL
 DG9105  ___________________________________________________________________
 DG9105* NAD 83(CORS)-  41 52 35.08456(N)    087 39 00.41626(W)     ADJUSTED  
 DG9105* NAVD 88     -                                                        
 DG9105  ___________________________________________________________________
 DG9105  EPOCH DATE  -        2002.00
 DG9105  X           -     195,016.788 (meters)                     COMP
 DG9105  Y           -  -4,752,307.522 (meters)                     COMP
 DG9105  Z           -   4,235,512.830 (meters)                     COMP
 DG9105  ELLIP HEIGHT-         179.98  (meters)          (02/??/05) GPS OBS
 DG9105  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DG9105
 DG9105  HORZ ORDER  -  SPECIAL (CORS)
 DG9105  ELLP ORDER  -  SPECIAL (CORS)
 DG9105
 DG9105.ITRF positions are available for this station.
 DG9105.The coordinates were established by GPS observations
 DG9105.and adjusted by the National Geodetic Survey in February 2005..
 DG9105.The coordinates are valid at the epoch date displayed above.
 DG9105.The epoch date for horizontal control is a decimal equivalence
 DG9105.of Year/Month/Day.
 DG9105
 DG9105
 DG9105.The PID for the CORS L1 Phase Center is DG9106.
 DG9105
 DG9105.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9105
 DG9105.The ellipsoidal height was determined by GPS observations
 DG9105.and is referenced to NAD 83.
 DG9105
 DG9105.The geoid height was determined by GEOID03.
 DG9105
 DG9105;                    North         East     Units Scale Factor Converg.
 DG9105;SPC IL E     -   578,601.538   356,713.236   MT  1.00001456   +0 27 21.9
 DG9105;SPC IL E     - 1,898,295.21  1,170,316.68   sFT  1.00001456   +0 27 21.9
 DG9105
 DG9105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9105!SPC IL E     -   0.99997177  x   1.00001456  =   0.99998633
 DG9105
 DG9105                          SUPERSEDED SURVEY CONTROL
 DG9105
 DG9105.No superseded survey control is available for this station.
 DG9105
 DG9105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4605536259(NAD 83)
 DG9105_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9105
 DG9105                          STATION DESCRIPTION
 DG9105
 DG9105'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9105'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9105'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9105'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9105'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9105'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9106 ***********************************************************************
 DG9106  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9106  DESIGNATION -  KARA CO 7 COOP CORS L1 PHASE CENTER
 DG9106  CORS_ID     -  KAR7
 DG9106  PID         -  DG9106
 DG9106  STATE/COUNTY-  IL/COOK
 DG9106  USGS QUAD   -  CHICAGO LOOP (1997)
 DG9106
 DG9106                         *CURRENT SURVEY CONTROL
 DG9106  ___________________________________________________________________
 DG9106* NAD 83(CORS)-  41 52 35.08464(N)    087 39 00.41620(W)     ADJUSTED  
 DG9106* NAVD 88     -                                                        
 DG9106  ___________________________________________________________________
 DG9106  EPOCH DATE  -        2002.00
 DG9106  X           -     195,016.793 (meters)                     COMP
 DG9106  Y           -  -4,752,307.602 (meters)                     COMP
 DG9106  Z           -   4,235,512.905 (meters)                     COMP
 DG9106  ELLIP HEIGHT-         180.09  (meters)          (02/??/05) GPS OBS
 DG9106  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DG9106
 DG9106  HORZ ORDER  -  SPECIAL (CORS)
 DG9106  ELLP ORDER  -  SPECIAL (CORS)
 DG9106
 DG9106.ITRF positions are available for this station.
 DG9106.The coordinates were established by GPS observations
 DG9106.and adjusted by the National Geodetic Survey in February 2005..
 DG9106.The coordinates are valid at the epoch date displayed above.
 DG9106.The epoch date for horizontal control is a decimal equivalence
 DG9106.of Year/Month/Day.
 DG9106
 DG9106
 DG9106.The PID for the CORS ARP is DG9105.
 DG9106
 DG9106.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9106
 DG9106.The ellipsoidal height was determined by GPS observations
 DG9106.and is referenced to NAD 83.
 DG9106
 DG9106.The geoid height was determined by GEOID03.
 DG9106
 DG9106;                    North         East     Units Scale Factor Converg.
 DG9106;SPC IL E     -   578,601.540   356,713.237   MT  1.00001456   +0 27 21.9
 DG9106;SPC IL E     - 1,898,295.22  1,170,316.68   sFT  1.00001456   +0 27 21.9
 DG9106
 DG9106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9106!SPC IL E     -   0.99997175  x   1.00001456  =   0.99998631
 DG9106
 DG9106                          SUPERSEDED SURVEY CONTROL
 DG9106
 DG9106.No superseded survey control is available for this station.
 DG9106
 DG9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4605536259(NAD 83)
 DG9106_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9106
 DG9106                          STATION DESCRIPTION
 DG9106
 DG9106'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9106'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9106'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9106'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9106'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9106'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8692 ***********************************************************************
 DH8692  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8692  DESIGNATION -  KARA CO 9 COOP CORS ARP
 DH8692  CORS_ID     -  KAR9
 DH8692  PID         -  DH8692
 DH8692  STATE/COUNTY-  IL/MADISON
 DH8692  USGS QUAD   -  COLLINSVILLE (1991)
 DH8692
 DH8692                         *CURRENT SURVEY CONTROL
 DH8692  ___________________________________________________________________
 DH8692* NAD 83(CORS)-  38 43 55.49576(N)    089 56 57.59052(W)     ADJUSTED  
 DH8692* NAVD 88     -                                                        
 DH8692  ___________________________________________________________________
 DH8692  EPOCH DATE  -        2002.00
 DH8692  X           -       4,405.908 (meters)                     COMP
 DH8692  Y           -  -4,982,107.411 (meters)                     COMP
 DH8692  Z           -   3,969,254.381 (meters)                     COMP
 DH8692  ELLIP HEIGHT-         152.12  (meters)          (03/??/06) GPS OBS
 DH8692  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DH8692
 DH8692  HORZ ORDER  -  SPECIAL (CORS)
 DH8692  ELLP ORDER  -  SPECIAL (CORS)
 DH8692
 DH8692.ITRF positions are available for this station.
 DH8692.The coordinates were established by GPS observations
 DH8692.and adjusted by the National Geodetic Survey in March 2006..
 DH8692.The coordinates are valid at the epoch date displayed above.
 DH8692.The epoch date for horizontal control is a decimal equivalence
 DH8692.of Year/Month/Day.
 DH8692
 DH8692
 DH8692.The PID for the CORS L1 Phase Center is DH8693.
 DH8692
 DH8692.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8692
 DH8692.The ellipsoidal height was determined by GPS observations
 DH8692.and is referenced to NAD 83.
 DH8692
 DH8692.The geoid height was determined by GEOID03.
 DH8692
 DH8692;                    North         East     Units Scale Factor Converg.
 DH8692;SPC IL W     -   229,251.113   718,896.726   MT  0.99994557   +0 08 09.5
 DH8692;SPC IL W     -   752,134.69  2,358,580.34   sFT  0.99994557   +0 08 09.5
 DH8692
 DH8692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8692!SPC IL W     -   0.99997613  x   0.99994557  =   0.99992170
 DH8692
 DH8692                          SUPERSEDED SURVEY CONTROL
 DH8692
 DH8692.No superseded survey control is available for this station.
 DH8692
 DH8692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4362791177(NAD 83)
 DH8692_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH8692
 DH8692                          STATION DESCRIPTION
 DH8692
 DH8692'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH8692'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH8692'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH8692'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH8692'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH8692'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8693 ***********************************************************************
 DH8693  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8693  DESIGNATION -  KARA CO 9 COOP CORS L1 PHASE CENTER
 DH8693  CORS_ID     -  KAR9
 DH8693  PID         -  DH8693
 DH8693  STATE/COUNTY-  IL/MADISON
 DH8693  USGS QUAD   -  COLLINSVILLE (1991)
 DH8693
 DH8693                         *CURRENT SURVEY CONTROL
 DH8693  ___________________________________________________________________
 DH8693* NAD 83(CORS)-  38 43 55.49584(N)    089 56 57.59046(W)     ADJUSTED  
 DH8693* NAVD 88     -                                                        
 DH8693  ___________________________________________________________________
 DH8693  EPOCH DATE  -        2002.00
 DH8693  X           -       4,405.910 (meters)                     COMP
 DH8693  Y           -  -4,982,107.487 (meters)                     COMP
 DH8693  Z           -   3,969,254.446 (meters)                     COMP
 DH8693  ELLIP HEIGHT-         152.22  (meters)          (03/??/06) GPS OBS
 DH8693  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 DH8693
 DH8693  HORZ ORDER  -  SPECIAL (CORS)
 DH8693  ELLP ORDER  -  SPECIAL (CORS)
 DH8693
 DH8693.ITRF positions are available for this station.
 DH8693.The coordinates were established by GPS observations
 DH8693.and adjusted by the National Geodetic Survey in March 2006..
 DH8693.The coordinates are valid at the epoch date displayed above.
 DH8693.The epoch date for horizontal control is a decimal equivalence
 DH8693.of Year/Month/Day.
 DH8693
 DH8693
 DH8693.The PID for the CORS ARP is DH8692.
 DH8693
 DH8693.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8693
 DH8693.The ellipsoidal height was determined by GPS observations
 DH8693.and is referenced to NAD 83.
 DH8693
 DH8693.The geoid height was determined by GEOID03.
 DH8693
 DH8693;                    North         East     Units Scale Factor Converg.
 DH8693;SPC IL W     -   229,251.115   718,896.727   MT  0.99994557   +0 08 09.5
 DH8693;SPC IL W     -   752,134.70  2,358,580.35   sFT  0.99994557   +0 08 09.5
 DH8693
 DH8693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8693!SPC IL W     -   0.99997612  x   0.99994557  =   0.99992169
 DH8693
 DH8693                          SUPERSEDED SURVEY CONTROL
 DH8693
 DH8693.No superseded survey control is available for this station.
 DH8693
 DH8693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4362791177(NAD 83)
 DH8693_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8693
 DH8693                          STATION DESCRIPTION
 DH8693
 DH8693'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8693'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH8693'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH8693'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH8693'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH8693'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8088 ***********************************************************************
 DE8088  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8088  DESIGNATION -  KARA CO COOP CORS ARP
 DE8088  CORS_ID     -  KAR1
 DE8088  PID         -  DE8088
 DE8088  STATE/COUNTY-  IL/COOK
 DE8088  USGS QUAD   -  BERWYN (1993)
 DE8088
 DE8088                         *CURRENT SURVEY CONTROL
 DE8088  ___________________________________________________________________
 DE8088* NAD 83(CORS)-  41 47 43.92565(N)    087 51 39.57009(W)     ADJUSTED  
 DE8088* NAVD 88     -                                                        
 DE8088  ___________________________________________________________________
 DE8088  EPOCH DATE  -        2002.00
 DE8088  X           -     177,748.070 (meters)                     COMP
 DE8088  Y           -  -4,758,972.837 (meters)                     COMP
 DE8088  Z           -   4,228,812.621 (meters)                     COMP
 DE8088  ELLIP HEIGHT-         169.30  (meters)          (10/??/02) GPS OBS
 DE8088  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DE8088
 DE8088  HORZ ORDER  -  SPECIAL (CORS)
 DE8088  ELLP ORDER  -  SPECIAL (CORS)
 DE8088
 DE8088.ITRF positions are available for this station.
 DE8088.The coordinates were established by GPS observations
 DE8088.and adjusted by the National Geodetic Survey in October 2002..
 DE8088.The coordinates are valid at the epoch date displayed above.
 DE8088.The epoch date for horizontal control is a decimal equivalence
 DE8088.of Year/Month/Day.
 DE8088
 DE8088
 DE8088.The PID for the CORS L1 Phase Center is DG4817.
 DE8088
 DE8088.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8088
 DE8088.The ellipsoidal height was determined by GPS observations
 DE8088.and is referenced to NAD 83.
 DE8088
 DE8088.The geoid height was determined by GEOID03.
 DE8088
 DE8088;                    North         East     Units Scale Factor Converg.
 DE8088;SPC IL E     -   569,500.823   339,257.961   MT  0.99999396   +0 18 53.3
 DE8088;SPC IL E     - 1,868,437.28  1,113,048.83   sFT  0.99999396   +0 18 53.3
 DE8088
 DE8088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8088!SPC IL E     -   0.99997345  x   0.99999396  =   0.99996741
 DE8088
 DE8088                          SUPERSEDED SURVEY CONTROL
 DE8088
 DE8088  NAD 83(CORS)-  41 47 43.92584(N)    087 51 39.56584(W) AD(2002.00) c
 DE8088  NAD 83(CORS)-  41 47 43.92565(N)    087 51 39.57009(W) AD(2002.00) c
 DE8088  ELLIP H (10/??/02)  169.29   (m)                       GP(2002.00) c c
 DE8088
 DE8088.Superseded values are not recommended for survey control.
 DE8088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8088.See file dsdata.txt to determine how the superseded data were derived.
 DE8088
 DE8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2846727433(NAD 83)
 DE8088_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8088
 DE8088                          STATION DESCRIPTION
 DE8088
 DE8088'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE8088'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE8088'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE8088'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE8088'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE8088'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4817 ***********************************************************************
 DG4817  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4817  DESIGNATION -  KARA CO COOP CORS L1 PHASE CENTER
 DG4817  CORS_ID     -  KAR1
 DG4817  PID         -  DG4817
 DG4817  STATE/COUNTY-  IL/COOK
 DG4817  USGS QUAD   -  BERWYN (1993)
 DG4817
 DG4817                         *CURRENT SURVEY CONTROL
 DG4817  ___________________________________________________________________
 DG4817* NAD 83(CORS)-  41 47 43.92573(N)    087 51 39.57003(W)     ADJUSTED  
 DG4817* NAVD 88     -                                                        
 DG4817  ___________________________________________________________________
 DG4817  EPOCH DATE  -        2002.00
 DG4817  X           -     177,748.074 (meters)                     COMP
 DG4817  Y           -  -4,758,972.910 (meters)                     COMP
 DG4817  Z           -   4,228,812.690 (meters)                     COMP
 DG4817  ELLIP HEIGHT-         169.40  (meters)          (10/??/02) GPS OBS
 DG4817  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 DG4817
 DG4817  HORZ ORDER  -  SPECIAL (CORS)
 DG4817  ELLP ORDER  -  SPECIAL (CORS)
 DG4817
 DG4817.ITRF positions are available for this station.
 DG4817.The coordinates were established by GPS observations
 DG4817.and adjusted by the National Geodetic Survey in October 2002..
 DG4817.The coordinates are valid at the epoch date displayed above.
 DG4817.The epoch date for horizontal control is a decimal equivalence
 DG4817.of Year/Month/Day.
 DG4817
 DG4817
 DG4817.The PID for the CORS ARP is DE8088.
 DG4817
 DG4817.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4817
 DG4817.The ellipsoidal height was determined by GPS observations
 DG4817.and is referenced to NAD 83.
 DG4817
 DG4817.The geoid height was determined by GEOID03.
 DG4817
 DG4817;                    North         East     Units Scale Factor Converg.
 DG4817;SPC IL E     -   569,500.825   339,257.962   MT  0.99999396   +0 18 53.3
 DG4817;SPC IL E     - 1,868,437.29  1,113,048.83   sFT  0.99999396   +0 18 53.3
 DG4817
 DG4817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4817!SPC IL E     -   0.99997343  x   0.99999396  =   0.99996739
 DG4817
 DG4817                          SUPERSEDED SURVEY CONTROL
 DG4817
 DG4817  NAD 83(CORS)-  41 47 43.92592(N)    087 51 39.56578(W) AD(2002.00) c
 DG4817
 DG4817.Superseded values are not recommended for survey control.
 DG4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4817.See file dsdata.txt to determine how the superseded data were derived.
 DG4817
 DG4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2846727433(NAD 83)
 DG4817_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4817
 DG4817                          STATION DESCRIPTION
 DG4817
 DG4817'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4817'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4817'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4817'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4817'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4817'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1584 ***********************************************************************
 HB1584  DESIGNATION -  KARNAK MUNICIPAL TANK
 HB1584  PID         -  HB1584
 HB1584  STATE/COUNTY-  IL/PULASKI
 HB1584  USGS QUAD   -  KARNAK (1976)
 HB1584
 HB1584                         *CURRENT SURVEY CONTROL
 HB1584  ___________________________________________________________________
 HB1584* NAD 83(1997)-  37 17 35.86817(N)    088 58 24.40658(W)     ADJUSTED  
 HB1584* NAVD 88     -                                                        
 HB1584  ___________________________________________________________________
 HB1584  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HB1584  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HB1584
 HB1584  HORZ ORDER  -  THIRD
 HB1584
 HB1584.The horizontal coordinates were established by classical geodetic methods
 HB1584.and adjusted by the National Geodetic Survey in October 1999..
 HB1584
 HB1584
 HB1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1584
 HB1584.The geoid height was determined by GEOID03.
 HB1584
 HB1584;                    North         East     Units Scale Factor Converg.
 HB1584;SPC IL W     -    70,205.138   805,797.030   MT  1.00007901   +0 43 22.9
 HB1584;SPC IL W     -   230,331.36  2,643,685.76   sFT  1.00007901   +0 43 22.9
 HB1584;SPC IL E     -    69,732.055   243,243.174   MT  1.00001467   -0 23 16.3
 HB1584;SPC IL E     -   228,779.25    798,040.31   sFT  1.00001467   -0 23 16.3
 HB1584;UTM  16      - 4,129,235.166   325,077.962   MT  0.99997692   -1 11 45.6
 HB1584
 HB1584                          SUPERSEDED SURVEY CONTROL
 HB1584
 HB1584  NAD 83(1997)-  37 17 35.87324(N)    088 58 24.40532(W) AD(       ) 4
 HB1584  NAD 83(1986)-  37 17 35.87771(N)    088 58 24.40826(W) AD(       ) 4
 HB1584  NAD 27      -  37 17 35.69436(N)    088 58 24.16117(W) AD(       ) 3
 HB1584
 HB1584.Superseded values are not recommended for survey control.
 HB1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1584.See file dsdata.txt to determine how the superseded data were derived.
 HB1584
 HB1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG2507829235(NAD 83)
 HB1584_MARKER: 53 = ELEVATED TANK
 HB1584
 HB1584  HISTORY     - Date     Condition        Report By
 HB1584  HISTORY     - 1957     FIRST OBSERVED   CGS
 HB1584
 HB1584                          STATION DESCRIPTION
 HB1584
 HB1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1584'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER TANK OF
 HB1584'KARNAK.  IT IS LOCATED IN ABOUT THE CENTER OF THE SMALL TOWN AND IS
 HB1584'ON CITY PROPERTY.  THE NORTHWEST LEG OF THE STRUCTURE IS 105 FEET
 HB1584'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 169 AND THE SAME LEG OF
 HB1584'THE STRUCTURE IS 27 FEET SOUTH OF THE SOUTHWEST CORNER OF THE KARNAK
 HB1584'FIRE DEPARTMENT BUILDING.
 HB1584'
 HB1584'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, OVERALL
 HB1584'HEIGHT IS 123 FEET.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM.
 HB1584'THE WORD KARNAK IS PAINTED IN BLACK LETTERS ON THE EAST AND WEST
 HB1584'SIDES OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1668 ***********************************************************************
 MF1668  DESIGNATION -  KASBEER
 MF1668  PID         -  MF1668
 MF1668  STATE/COUNTY-  IL/BUREAU
 MF1668  USGS QUAD   -  PRINCETON NORTH (1979)
 MF1668
 MF1668                         *CURRENT SURVEY CONTROL
 MF1668  ___________________________________________________________________
 MF1668* NAD 83(1997)-  41 29 41.76909(N)    089 28 00.20690(W)     ADJUSTED  
 MF1668* NAVD 88     -       224.16   (+/-2cm)     735.4    (feet)  VERTCON   
 MF1668  ___________________________________________________________________
 MF1668  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 MF1668  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1668
 MF1668  HORZ ORDER  -  THIRD
 MF1668  VERT ORDER  -  THIRD ? (See Below)
 MF1668
 MF1668.The horizontal coordinates were established by classical geodetic methods
 MF1668.and adjusted by the National Geodetic Survey in October 1999..
 MF1668
 MF1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1668.The vertical order pertains to the NGVD 29 superseded value.
 MF1668
 MF1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1668
 MF1668.The geoid height was determined by GEOID03.
 MF1668
 MF1668;                    North         East     Units Scale Factor Converg.
 MF1668;SPC IL W     -   536,225.751   758,443.814   MT  0.99998320   +0 27 49.5
 MF1668;SPC IL W     - 1,759,267.32  2,488,327.75   sFT  0.99998320   +0 27 49.5
 MF1668;UTM  16      - 4,596,639.631   294,096.451   MT  1.00012177   -1 38 05.7
 MF1668
 MF1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1668!SPC IL W     -   0.99997002  x   0.99998320  =   0.99995322
 MF1668!UTM  16      -   0.99997002  x   1.00012177  =   1.00009179
 MF1668
 MF1668:                Primary Azimuth Mark                     Grid Az
 MF1668:SPC IL W     -  KASBEER AZ MK                            005 34 34.1
 MF1668:UTM  16      -  KASBEER AZ MK                            007 40 29.3
 MF1668
 MF1668|---------------------------------------------------------------------|
 MF1668| PID    Reference Object                     Distance      Geod. Az  |
 MF1668|                                                           dddmmss.s |
 MF1668| CI7633 KASBEER AZ MK                                      0060223.6 |
 MF1668| CI7634 KASBEER RM 1                          7.094 METERS 13947     |
 MF1668| CI7635 KASBEER RM 2                         23.996 METERS 26952     |
 MF1668|---------------------------------------------------------------------|
 MF1668
 MF1668                          SUPERSEDED SURVEY CONTROL
 MF1668
 MF1668  NAD 83(1997)-  41 29 41.76873(N)    089 28 00.20747(W) AD(       ) 3
 MF1668  NAD 83(1986)-  41 29 41.77567(N)    089 28 00.21256(W) AD(       ) 3
 MF1668  NAD 27      -  41 29 41.65170(N)    089 27 59.87660(W) AD(       ) 3
 MF1668  NGVD 29 (07/19/86)  224.23   (m)          735.7    (f) LEVELING    3  
 MF1668
 MF1668.Superseded values are not recommended for survey control.
 MF1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1668.See file dsdata.txt to determine how the superseded data were derived.
 MF1668
 MF1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9409696640(NAD 83)
 MF1668_MARKER: DS = TRIANGULATION STATION DISK
 MF1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1668+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 MF1668
 MF1668  HISTORY     - Date     Condition        Report By
 MF1668  HISTORY     - 1954     MONUMENTED       CGS
 MF1668  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 MF1668  HISTORY     - 20010425 GOOD             USPSQD
 MF1668  HISTORY     - 20051005 MARK NOT FOUND   USPSQD
 MF1668
 MF1668                          STATION DESCRIPTION
 MF1668
 MF1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1668'STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 MF1668'OF STATE HIGHWAY 26 AND A GRAVEL CROSSROAD ABOUT 3-1/2 MILES
 MF1668'SOUTH OF OHIO AND ABOUT 1/2 MILE SOUTH OF KASBEER.  IT IS 96 FEET
 MF1668'NORTHWEST OF THE CENTER OF THE INTERSECTION, 34 FEET NORTH
 MF1668'OF THE CENTER OF THE GRAVEL ROAD, 9 FEET WEST OF A WHITE WITNESS
 MF1668'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND
 MF1668'THE DISK IS STAMPED KASBEER 1954.
 MF1668'
 MF1668'REFERENCE MARK NO. 1 IS 40 FEET WEST OF THE CENTER OF HIGHWAY
 MF1668'26, 26 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 3 FEET
 MF1668'WEST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK
 MF1668'IS STAMPED KASBEER NO 1 1954.
 MF1668'
 MF1668'REFERENCE MARK NO. 2 IS 58 FEET EAST OF THE CENTER OF A
 MF1668'DRIVEWAY, 34 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND
 MF1668'1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH AND THE DISK
 MF1668'IS STAMPED KASBEER NO 2 1954.
 MF1668'
 MF1668'AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF HIGHWAY 26, 2
 MF1668'FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE
 MF1668'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH
 MF1668'AND THE DISK IS STAMPED KASBEER 1954.
 MF1668'
 MF1668'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 MF1668'92 AND 26 IN OHIO, GO SOUTH ON HIGHWAY 26 FOR 3.65 MILES
 MF1668'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTH
 MF1668'ON THE HIGHWAY FOR 0.35 MILE TO A GRAVEL CROSSROAD AND THE
 MF1668'STATION ON THE LEFT AS DESCRIBED.
 MF1668'
 MF1668'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1668
 MF1668                          STATION RECOVERY (1996)
 MF1668
 MF1668'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1668'MARK NOT FOUND.
 MF1668
 MF1668                          STATION RECOVERY (2001)
 MF1668
 MF1668'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1668'RECOVERED IN GOOD CONDITION.
 MF1668
 MF1668                          STATION RECOVERY (2005)
 MF1668
 MF1668'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1668'RM 1 FOUND
 MF1668'RM 2 FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1789 ***********************************************************************
 HB1789  DESIGNATION -  KASKASKIA
 HB1789  PID         -  HB1789
 HB1789  STATE/COUNTY-  IL/RANDOLPH
 HB1789  USGS QUAD   -  KASKASKIA (1993)
 HB1789
 HB1789                         *CURRENT SURVEY CONTROL
 HB1789  ___________________________________________________________________
 HB1789* NAD 83(1997)-  37 57 49.51653(N)    089 54 25.85943(W)     ADJUSTED  
 HB1789* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 HB1789  ___________________________________________________________________
 HB1789  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 HB1789  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HB1789
 HB1789  HORZ ORDER  -  SECOND
 HB1789
 HB1789.The horizontal coordinates were established by classical geodetic methods
 HB1789.and adjusted by the National Geodetic Survey in October 1999..
 HB1789
 HB1789.The orthometric height was scaled from a topographic map.
 HB1789
 HB1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1789
 HB1789.The geoid height was determined by GEOID03.
 HB1789
 HB1789;                    North         East     Units Scale Factor Converg.
 HB1789;SPC IL W     -   143,978.745   722,800.964   MT  0.99994758   +0 09 34.7
 HB1789;SPC IL W     -   472,370.27  2,371,389.50   sFT  0.99994758   +0 09 34.7
 HB1789;SPC MO E     -   236,575.175   302,090.933   MT  0.99996674   +0 21 52.9
 HB1789;UTM  16      - 4,205,781.332   244,604.612   MT  1.00040344   -1 47 21.7
 HB1789
 HB1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1789!SPC IL W     -   0.99997768  x   0.99994758  =   0.99992526
 HB1789!SPC MO E     -   0.99997768  x   0.99996674  =   0.99994442
 HB1789!UTM  16      -   0.99997768  x   1.00040344  =   1.00038111
 HB1789
 HB1789                          SUPERSEDED SURVEY CONTROL
 HB1789
 HB1789  NAD 83(1986)-  37 57 49.52486(N)    089 54 25.85490(W) AD(       ) 2
 HB1789  NAD 27      -  37 57 49.33600(N)    089 54 25.46500(W) AD(       ) 2
 HB1789
 HB1789.Superseded values are not recommended for survey control.
 HB1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1789.See file dsdata.txt to determine how the superseded data were derived.
 HB1789
 HB1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4460505781(NAD 83)
 HB1789_MARKER: V = STONE MONUMENT
 HB1789_SETTING: 0 = UNSPECIFIED SETTING
 HB1789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1789
 HB1789  HISTORY     - Date     Condition        Report By
 HB1789  HISTORY     - 1880     MONUMENTED       MRC
 HB1789  HISTORY     - 1962     MARK NOT FOUND   ILDT
 HB1789
 HB1789                          STATION DESCRIPTION
 HB1789
 HB1789'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1880
 HB1789'ON SOUTHWESTERN EARTHWORKS OF OLD FORT KASKASKIA IN FORT KASKASKIA
 HB1789'STATE PARK, ON FIRST BLUFF 350 YARDS NORTH OF VILLAGE OF FORT GAGE,
 HB1789'ABOUT 6 MILES, AIRLINE, NORTHWEST OF CHESTER, AND 20 FEET NORTHEAST
 HB1789'OF TOMBSTONE WHICH IS ON WEST PROPERTY-LINE FENCE.  TO REACH
 HB1789'FROM CHESTER, GO NORTHWEST 6 MILES ALONG FOOT OF BLUFFS TO FORT GAGE
 HB1789'SCHOOLHOUSE, AND FOLLOW ROAD SIGNS ON RIGHT TO FORT KASKASKIA
 HB1789'PARK, MARKED BY A STONE POST FLUSH WITH SURFACE OF GROUND. STATION
 HB1789'KASKASKIA (U.S.E.) IS 10 FEET LOWER
 HB1789'IN ELEVATION, AND 11.837 METERS (38.84 FEET) FROM STATION,
 HB1789'N 84 DEG 32 MIN E.
 HB1789
 HB1789                          STATION RECOVERY (1962)
 HB1789
 HB1789'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1962
 HB1789'STATION MARK WAS NOT RECOVERED.  THE TOMBSTONE HAS BEEN MOVED TO A
 HB1789'NEARBY CEMETERY.  PROPERTY LINE NO LONGER VISIBLE AND FOUNDATION
 HB1789'OF TOMBSTONE STILL THERE.  SEARCHED 38 FEET FROM U.S.E. MARK
 HB1789'N 84 DEGREES AND 84 DEGREES E BUT COULD NOT FIND ANY MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1790 ***********************************************************************
 HB1790  DESIGNATION -  KASKASKIA
 HB1790  PID         -  HB1790
 HB1790  STATE/COUNTY-  IL/RANDOLPH
 HB1790  USGS QUAD   -  KASKASKIA (1993)
 HB1790
 HB1790                         *CURRENT SURVEY CONTROL
 HB1790  ___________________________________________________________________
 HB1790* NAD 83(1997)-  37 57 49.55308(N)    089 54 25.37671(W)     ADJUSTED  
 HB1790* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 HB1790  ___________________________________________________________________
 HB1790  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 HB1790  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 HB1790
 HB1790  HORZ ORDER  -  FIRST
 HB1790
 HB1790.The horizontal coordinates were established by classical geodetic methods
 HB1790.and adjusted by the National Geodetic Survey in October 1999..
 HB1790
 HB1790.The orthometric height was scaled from a topographic map.
 HB1790
 HB1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1790
 HB1790.The geoid height was determined by GEOID03.
 HB1790
 HB1790;                    North         East     Units Scale Factor Converg.
 HB1790;SPC IL W     -   143,979.905   722,812.744   MT  0.99994758   +0 09 34.9
 HB1790;SPC IL W     -   472,374.07  2,371,428.14   sFT  0.99994758   +0 09 34.9
 HB1790;SPC MO E     -   236,576.377   302,102.708   MT  0.99996676   +0 21 53.2
 HB1790;UTM  16      - 4,205,782.091   244,616.430   MT  1.00040336   -1 47 21.4
 HB1790
 HB1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1790!SPC IL W     -   0.99997768  x   0.99994758  =   0.99992526
 HB1790!SPC MO E     -   0.99997768  x   0.99996676  =   0.99994444
 HB1790!UTM  16      -   0.99997768  x   1.00040336  =   1.00038103
 HB1790
 HB1790:                Primary Azimuth Mark                     Grid Az
 HB1790:SPC IL W     -  PERRYVILLE MUNICIPAL TOWER               172 06 44.8
 HB1790:SPC MO E     -  PERRYVILLE MUNICIPAL TOWER               171 54 26.5
 HB1790:UTM  16      -  PERRYVILLE MUNICIPAL TOWER               174 03 41.1
 HB1790
 HB1790|---------------------------------------------------------------------|
 HB1790| PID    Reference Object                     Distance      Geod. Az  |
 HB1790|                                                           dddmmss.s |
 HB1790| HB1769 PERRYVILLE MUNICIPAL TOWER          APPROX.26.9 KM 1721619.7 |
 HB1790| HB1786 DOWL                                APPROX.17.1 KM 1790005.3 |
 HB1790| HB1789 KASKASKIA                            11.837 METERS 26432     |
 HB1790| HC0910 STE GENEVIEVE CATHOLIC CHURCH       APPROX.12.4 KM 2775904.8 |
 HB1790| HC0906 STE GENEVIEVE MUNICIPAL TOWER       APPROX.12.8 KM 2792322.1 |
 HB1790|---------------------------------------------------------------------|
 HB1790
 HB1790                          SUPERSEDED SURVEY CONTROL
 HB1790
 HB1790  NAD 83(1986)-  37 57 49.56141(N)    089 54 25.37218(W) AD(       ) 1
 HB1790  NAD 27      -  37 57 49.37300(N)    089 54 24.98200(W) AD(       ) 1
 HB1790
 HB1790.Superseded values are not recommended for survey control.
 HB1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1790.See file dsdata.txt to determine how the superseded data were derived.
 HB1790
 HB1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH4461605782(NAD 83)
 HB1790_MARKER: P = PIPE CAP
 HB1790_SETTING: 0 = UNSPECIFIED SETTING
 HB1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB1790
 HB1790  HISTORY     - Date     Condition        Report By
 HB1790  HISTORY     - 1931     MONUMENTED       USE
 HB1790  HISTORY     - 1962     GOOD             ILDT
 HB1790
 HB1790                          STATION DESCRIPTION
 HB1790
 HB1790'DESCRIBED BY US ENGINEERS 1931 (HWH)
 HB1790'ON SOUTHWESTERN EARTHWORKS OF OLD FORT KASKASKIA IN FORT KASKASKIA
 HB1790'STATE PARK, ON FIRST BLUFF 350 YARDS NORTH OF VILLAGE OF FORT GAGE,
 HB1790'AND ABOUT 6 MILES, AIRLINE, NORTHWEST OF CHESTER.  TO REACH FROM
 HB1790'CHESTER, GO NORTHWEST 6 MILES ALONG FOOT OF BLUFFS TO FORT GAGE
 HB1790'SCHOOLHOUSE, AND FOLLOW ROAD SIGN ON RIGHT TO FORT KASKASKIA.  MARKED
 HB1790'BY CAPPED IRON PIPE PROJECTING 10 INCHES ABOVE SURFACE OF
 HB1790'GROUND.  STATION KASKASKIA (M.R.C.) IS
 HB1790'11.837 METERS (38.84 FEET) FROM STATION, S 84 DEG 32 MIN W.
 HB1790
 HB1790                          STATION RECOVERY (1962)
 HB1790
 HB1790'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1962
 HB1790'STATION FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1462 ***********************************************************************
 KB1462  CBN         -  This is a Cooperative Base Network Control Station.
 KB1462  DESIGNATION -  KASTEN
 KB1462  PID         -  KB1462
 KB1462  STATE/COUNTY-  IL/MACOUPIN
 KB1462  USGS QUAD   -  CARLINVILLE EAST (1979)
 KB1462
 KB1462                         *CURRENT SURVEY CONTROL
 KB1462  ___________________________________________________________________
 KB1462* NAD 83(1997)-  39 20 50.60840(N)    089 52 08.60915(W)     ADJUSTED  
 KB1462* NAVD 88     -       198.1    (meters)     650.     (feet)  GPS OBS   
 KB1462  ___________________________________________________________________
 KB1462  X           -      11,287.635 (meters)                     COMP
 KB1462  Y           -  -4,939,081.480 (meters)                     COMP
 KB1462  Z           -   4,022,320.953 (meters)                     COMP
 KB1462  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 KB1462  ELLIP HEIGHT-         166.46  (meters)          (10/15/04) GPS OBS
 KB1462  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KB1462
 KB1462  HORZ ORDER  -  B
 KB1462  ELLP ORDER  -  FOURTH    CLASS II
 KB1462
 KB1462.The horizontal coordinates were established by GPS observations
 KB1462.and adjusted by the National Geodetic Survey in July 1998..
 KB1462
 KB1462.The orthometric height was determined by GPS observations and a
 KB1462.high-resolution geoid model.
 KB1462
 KB1462.Photographs are available for this station.
 KB1462
 KB1462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1462
 KB1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1462
 KB1462.The ellipsoidal height was determined by GPS observations
 KB1462.and is referenced to NAD 83.
 KB1462
 KB1462.The geoid height was determined by GEOID03.
 KB1462
 KB1462;                    North         East     Units Scale Factor Converg.
 KB1462;SPC IL W     -   297,576.211   725,652.733   MT  0.99994928   +0 11 19.3
 KB1462;SPC IL W     -   976,297.95  2,380,745.67   sFT  0.99994928   +0 11 19.3
 KB1462;UTM  16      - 4,359,254.616   252,762.169   MT  1.00035269   -1 49 11.9
 KB1462
 KB1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1462!SPC IL W     -   0.99997388  x   0.99994928  =   0.99992317
 KB1462!UTM  16      -   0.99997388  x   1.00035269  =   1.00032657
 KB1462
 KB1462:                Primary Azimuth Mark                     Grid Az
 KB1462:SPC IL W     -  KASTEN AZ MK                             005 43 53.2
 KB1462:UTM  16      -  KASTEN AZ MK                             007 44 24.4
 KB1462
 KB1462|---------------------------------------------------------------------|
 KB1462| PID    Reference Object                     Distance      Geod. Az  |
 KB1462|                                                           dddmmss.s |
 KB1462| CI7636 KASTEN AZ MK                                       0055512.5 |
 KB1462| CI7637 KASTEN AZ MK RESET                                 0063705.2 |
 KB1462| KB1515 THAYER C W AND F COAL CO STACK      APPROX.22.8 KM 0244617.9 |
 KB1462| CI7638 KASTEN RM 1                          38.114 METERS 06139     |
 KB1462| KB1461 STANDARD CITY OIL CO STACK          APPROX. 7.4 KM 0971122.1 |
 KB1462| KB1465 CARLINVILLE MACOUPIN CO CTHSE       APPROX. 7.6 KM 1864018.1 |
 KB1462| KB1464 CARLINVILLE ST JOSEPH CATH CH       APPROX. 8.1 KM 1882003.4 |
 KB1462| KB1463 CARLINVILLE MUNICIPAL TANK          APPROX. 8.3 KM 1883726.9 |
 KB1462| CI7639 KASTEN RM 2                          54.048 METERS 19316     |
 KB1462|---------------------------------------------------------------------|
 KB1462
 KB1462                          SUPERSEDED SURVEY CONTROL
 KB1462
 KB1462  ELLIP H (07/17/98)  166.52   (m)                       GP(       ) 4 1
 KB1462  NAD 83(1986)-  39 20 50.61520(N)    089 52 08.59743(W) AD(       ) 1
 KB1462  NAD 27      -  39 20 50.44500(N)    089 52 08.23900(W) AD(       ) 1
 KB1462
 KB1462.Superseded values are not recommended for survey control.
 KB1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1462.See file dsdata.txt to determine how the superseded data were derived.
 KB1462
 KB1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ5276259255(NAD 83)
 KB1462_MARKER: DS = TRIANGULATION STATION DISK
 KB1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1462_STAMPING: KASTEN 1934
 KB1462_MARK LOGO: CGS   
 KB1462_PROJECTION: FLUSH
 KB1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1462+STABILITY: SURFACE MOTION
 KB1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1462+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2003
 KB1462
 KB1462  HISTORY     - Date     Condition        Report By
 KB1462  HISTORY     - 1934     MONUMENTED       CGS
 KB1462  HISTORY     - 1960     GOOD             CGS
 KB1462  HISTORY     - 19970326 GOOD             NGS
 KB1462  HISTORY     - 19980714 GOOD             JCLS
 KB1462  HISTORY     - 20010410 GOOD             JCLS
 KB1462  HISTORY     - 20030613 GOOD             WOOLPT
 KB1462
 KB1462                          STATION DESCRIPTION
 KB1462
 KB1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KB1462'5.4 MILES BY ROAD NORTH OF THE SQUARE IN CARLINVILLE, 0.95 MILE SOUTH
 KB1462'OF KASTEN SCHOOLHOUSE, IN THE CENTER OF A SMALL TRIANGLE OF
 KB1462'LAND FORMED BY THE ELIMINATION OF A RIGHT ANGLE JOG - STATE HIGHWAY 4
 KB1462'ON THE SOUTHEAST SIDE, AND OLD ROAD GRADES ON THE NORTH AND
 KB1462'WEST SIDES OF THE TRIANGLE - ON LAND OWNED BY THE ILLINOIS STATE
 KB1462'HIGHWAY DEPARTMENT, 91 FEET NORTHWEST OF THE CENTER LINE OF STATE
 KB1462'HIGHWAY 4, 86 FEET SOUTH OF THE CENTER LINE OF THE OLD GRADE ALONG
 KB1462'THE NORTH EDGE OF THE TRIANGLE, 77 FEET EAST OF THE OLD GRADE
 KB1462'ALONG THE WEST SIDE OF THE TRIANGLE, AND PROJECTS 4 INCHES.
 KB1462'
 KB1462'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KB1462'DISKS SET IN CONCRETE.
 KB1462'
 KB1462'REFERENCE MARK NO.1 IS NORTHEAST OF THE STATION, AT THE NORTHEAST
 KB1462'VERTEX OF THE TRIANGLE, 27 FEET NORTHWEST OF THE CENTER LINE OF
 KB1462'STATE HIGHWAY 4, 276.59 FEET NORTH-NORTHEAST OF REFERENCE MARK NO.2
 KB1462'AND PROJECTS 8 INCHES. REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST
 KB1462'OF THE STATION, AT THE SOUTH VERTEX OF THE TRIANGLE, 21 FEET
 KB1462'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 4, AND PROJECTS 5
 KB1462'INCHES.
 KB1462'
 KB1462'AZIMUTH MARK IS NORTH OF THE STATION, IN THE EAST RIGHT-OF-WAY LINE
 KB1462'OF STATE HIGHWAY 4, 25 FEET EAST OF THE CENTER LINE OF THE
 KB1462'ROAD, AND PROJECTS 8 INCHES.
 KB1462'
 KB1462'113-FOOT LIGHT AT JOHNSON IS VISIBLE AT 8 FEET.
 KB1462'
 KB1462'113-FOOT LIGHT AT CARLINVILLE IS VISIBLE AT 50 FEET.
 KB1462'
 KB1462'113-FOOT LIGHT AT RHODES IS VISIBLE AT 64 FEET.
 KB1462'
 KB1462'113-FOOT LIGHT AT ENOS IS VISIBLE AT 40 FEET.
 KB1462'
 KB1462'113-FOOT LIGHT AT HETTICK IS VISIBLE AT 50 FEET.
 KB1462'
 KB1462'113-FOOT LIGHT AT BUCHANAN IS VISIBLE AT 30 FEET.
 KB1462
 KB1462                          STATION RECOVERY (1960)
 KB1462
 KB1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1462'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 KB1462'IN GOOD CONDITION EXECPT REFERENCE MARK 1, WHICH WAS SLIGHTLY
 KB1462'LOOSE.
 KB1462'
 KB1462'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE DESTROYED TO MAKE WAY FOR
 KB1462'THE WIDENING OF ROAD, A NEW AZIMUTH MARK AND REFERENCE MARK 3
 KB1462'WERE ESTABLISHED.
 KB1462'
 KB1462'THE ORIGINAL DESCRIPTION AND TO REACH THE STATION IS ADEQUATE. A
 KB1462'WITNESS POST WAS SET AT THE STATION, THE STATION IS 1.9 FEET
 KB1462'SOUTH OF WITNESS POST.
 KB1462'
 KB1462'AZIMUTH MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 KB1462'CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED KASTEN 1934
 KB1462'RESET 1960. THE MARK IS 50.5 FEET EAST OF THE CENTER OF STATE HIGHWAY
 KB1462'4, 45.5 FEET NORTH OF TELEPHONE POLE AND 1.7 FEET SOUTH OF
 KB1462'WITNESS POST.
 KB1462'
 KB1462'REFERENCE MARK 3 IS A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 KB1462'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 KB1462'KASTEN 1934 NO 3. THE MARK IS 99 FEET SOUTH OF THE CENTER OF GRAVEL
 KB1462'ROAD, 29 FEET SOUTH-SOUTHEAST OF POWER LINE POLE WITH
 KB1462'TRANSFORMER AND 1 FOOT EAST OF FENCE.
 KB1462'
 KB1462'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 KB1462'4 FOR 0.35 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 KB1462
 KB1462                          STATION RECOVERY (1997)
 KB1462
 KB1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KB1462'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF CARLINVILLE AND
 KB1462'4.3 MI (6.9 KM) WEST OF STANDARD CITY IN THE CENTER OF WHAT ONCE WAS A
 KB1462'SMALL TRIANGLE OF RIGHT-OF-WAY FORMED BY THE ELIMINATION OF A RIGHT
 KB1462'ANGLE JOG IN THE HIGHWAY, STATE ROUTE 4 ON THE SOUTHEAST SIDE, ROAD
 KB1462'2400N ON THE NORTH, AND A NORTH-SOUTH GRADE ON THE WEST.  THE
 KB1462'NORTH-SOUTH GRADE IS NOW GONE.  TO REACH FROM THE SQUARE IN
 KB1462'CARLINVILLE, GO NORTH ON ROUTE 4 FOR ABOUT 4.9 MI (7.9 KM) TO THE
 KB1462'JUNCTION OF ROAD 2400N AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 KB1462'INTERSECTION, 26.6 M (87.3 FT) SOUTH OF THE CENTER OF ROAD 2400N, 14.3
 KB1462'M (46.9 FT) NORTHWEST OF THE WEST EDGE OF PAVEMENT OF ROUTE 4, 36.4 M
 KB1462'(119.4 FT) SOUTHEAST OF A POWER POLE, 18.6 M (61.0 FT) SOUTH-SOUTHWEST
 KB1462'OF A POWER POLE, 0.3 M (1.0 FT) EAST OF A METAL POST, AND 0.6 M (2.0
 KB1462'FT) SOUTH OF A FIBERGLASS WITNESS POST.
 KB1462
 KB1462                          STATION RECOVERY (1998)
 KB1462
 KB1462'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998 (GW)
 KB1462'RECOVERED AS DESCRIBED
 KB1462'
 KB1462
 KB1462                          STATION RECOVERY (2001)
 KB1462
 KB1462'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 KB1462'RECOVERED IN GOOD CONDITION.
 KB1462
 KB1462                          STATION RECOVERY (2003)
 KB1462
 KB1462'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 KB1462'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KB1462'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2958 ***********************************************************************
 ME2958  DESIGNATION -  KEDZIE
 ME2958  PID         -  ME2958
 ME2958  STATE/COUNTY-  IL/COOK
 ME2958  USGS QUAD   -  BLUE ISLAND (1997)
 ME2958
 ME2958                         *CURRENT SURVEY CONTROL
 ME2958  ___________________________________________________________________
 ME2958* NAD 83(1997)-  41 44 29.02570(N)    087 41 22.85297(W)     ADJUSTED  
 ME2958* NAVD 88     -       190.     (meters)     623.     (feet)  VERTCON   
 ME2958  ___________________________________________________________________
 ME2958  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 ME2958  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2958
 ME2958  HORZ ORDER  -  SECOND
 ME2958
 ME2958.The horizontal coordinates were established by classical geodetic methods
 ME2958.and adjusted by the National Geodetic Survey in October 1999..
 ME2958
 ME2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2958
 ME2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2958
 ME2958.The geoid height was determined by GEOID03.
 ME2958
 ME2958;                    North         East     Units Scale Factor Converg.
 ME2958;SPC IL E     -   563,580.210   353,541.215   MT  1.00001026   +0 25 42.7
 ME2958;SPC IL E     - 1,849,012.74  1,159,909.80   sFT  1.00001026   +0 25 42.7
 ME2958;UTM  16      - 4,621,294.173   442,651.390   MT  0.99964047   -0 27 33.1
 ME2958
 ME2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2958!SPC IL E     -   0.99997545  x   1.00001026  =   0.99998571
 ME2958!UTM  16      -   0.99997545  x   0.99964047  =   0.99961593
 ME2958
 ME2958|---------------------------------------------------------------------|
 ME2958| PID    Reference Object                     Distance      Geod. Az  |
 ME2958|                                                           dddmmss.s |
 ME2958| ME2959 FAN MARKER KEDZIE RBN KEDZIE          5.686 METERS 00440     |
 ME2958| ME2955 KEDZIE ECC                           86.328 METERS 09346     |
 ME2958| CM2937 KEDZIE RM 1                          13.384 METERS 10928     |
 ME2958| CM2938 KEDZIE RM 2                           6.775 METERS 17914     |
 ME2958| ME2953 CHICAGO RAD STA WGES NW MAST        APPROX. 1.0 KM 2463755.5 |
 ME2958| CM2936 KEDZIE AZ MK                                       3543650.8 |
 ME2958|---------------------------------------------------------------------|
 ME2958
 ME2958                          SUPERSEDED SURVEY CONTROL
 ME2958
 ME2958  NAD 83(1997)-  41 44 29.02581(N)    087 41 22.85324(W) AD(       ) 2
 ME2958  NAD 83(1997)-  41 44 29.02976(N)    087 41 22.86226(W) AD(       ) 2
 ME2958  NAD 83(1986)-  41 44 29.03019(N)    087 41 22.86184(W) AD(       ) 2
 ME2958  NAD 27      -  41 44 28.90999(N)    087 41 22.67884(W) AD(       ) 2
 ME2958  NGVD 29 (07/19/86)  190.     (m)          623.     (f) VERT ANG       
 ME2958
 ME2958.Superseded values are not recommended for survey control.
 ME2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2958.See file dsdata.txt to determine how the superseded data were derived.
 ME2958
 ME2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4265121294(NAD 83)
 ME2958_MARKER: DS = TRIANGULATION STATION DISK
 ME2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2958
 ME2958  HISTORY     - Date     Condition        Report By
 ME2958  HISTORY     - 1956     MONUMENTED       CGS
 ME2958  HISTORY     - 1976     GOOD             LOCENG
 ME2958  HISTORY     - 1977     GOOD             NGS
 ME2958  HISTORY     - 1978     GOOD             NGS
 ME2958
 ME2958                          STATION DESCRIPTION
 ME2958
 ME2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME2958'STATION IS LOCATED IN THE SOUTH SECTION OF CHICAGO, 1.5 MILE NORTH OF
 ME2958'EVERGREEN PARK, 0.6 MILE
 ME2958'EAST OF KEDZIE AVE.  IT IS ON FEDERAL GOVERNMENT PROPERTY.  IT IS 32
 ME2958'FEET NORTHEAST OF A FENCE CORNER,
 ME2958'21 FEET EAST OF A RED AND WHITE POLE, 18 FEET
 ME2958'SOUTH OF THE SOUTHWEST CORNER OF A SMALL BUILDING
 ME2958'AND 17 FEET NORTH OF A FENCE LINE.
 ME2958'THE MARK IS FLUSH AND THE DISK IS STAMPED KEDZIE 1956.
 ME2958'
 ME2958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12-20 AND
 ME2958'KEDZIE AVENUE IN EVERGREEN
 ME2958'PARK, GO NORTH ON KEDZIE AVENUE FOR 1.5 MILE TO W 83RD STREET.  TURN
 ME2958'RIGHT AND GO EAST ON W 83RD STREET
 ME2958'FOR 0.5 MILE TO S. CALIFORNIA AVENUE.  CONTINUE EAST ON W 83RD STREET
 ME2958'FOR 0.1 MILE TO A GRAVEL STREET RIGHT.  TURN RIGHT AND GO SOUTH
 ME2958'ON A GRAVEL STREET FOR 0.2 MILE TO WHERE IT TURNS EAST.  TURN LEFT
 ME2958'AND GO EAST FOR 0.1 MILE TO THE FAN MARKER ON THE LEFT AND THE
 ME2958'STATION AS DESCRIBED.
 ME2958'
 ME2958'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF W 83RD STREET AND S
 ME2958'CALIFORNIA AVENUE, GO
 ME2958'SOUTH ON S CALIFORNIA FOR 0.1 MILE TO W 84TH STREET AND THE MARK ON
 ME2958'THE RIGHT AS DESCRIBED.
 ME2958'
 ME2958'REFERENCE MARK 1 IS 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 ME2958'SMALL BUILDING, 1 FOOT
 ME2958'WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF THE FENCE LINE.  THE
 ME2958'MARK IS FLUSH AND THE DISK IS
 ME2958'STAMPED KEDZIE NO 1 1956.
 ME2958'
 ME2958'REFERENCE MARK 2 IS 26 FEET EAST OF A FENCE CORNER, 23 FEET SOUTHEAST
 ME2958'OF A RED AND WHITE POLE AND
 ME2958'5 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 ME2958'STAMPED KEDZIE NO 2 1956.
 ME2958'
 ME2958'AZIMUTH MARK IS 55 FEET NORTH OF THE CENTER OF W 84TH STREET AND 14
 ME2958'FEET WEST OF THE CENTER OF
 ME2958'S CALIFORNIA AVENUE.  THE DISK IS STAMPED KEDZIE
 ME2958'1956.
 ME2958'
 ME2958'KEDZIE ECC. IS A STAKE DRIVEN IN THE GROUND WITH A NAIL AND A
 ME2958'CROSS IN THE TOP,
 ME2958'21 FEET S OF CENTER LINE OF CINDER ROAD, 36 FEET
 ME2958'S OF CENTER LINE OF TREES, 75 FEET E
 ME2958'OF A DIM T-ROAD AND ABOUT 200 FEET
 ME2958'W OF THE RAILROAD TRACKS.  THE HORIZONTAL DISTANCE FROM
 ME2958'TRIANGULATION
 ME2958'STATION KEDZIE IS 86.321 METERS, 283.21 FEET.
 ME2958'
 ME2958'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2958
 ME2958                          STATION RECOVERY (1976)
 ME2958
 ME2958'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (ARS)
 ME2958'KEDZIE RECOVERED GOOD CONDITION AS DESCRIBED.
 ME2958'
 ME2958'RM 1 NOT FOUND.
 ME2958'
 ME2958'RM 2 NOT FOUND.
 ME2958'
 ME2958'AZ MK DESTROYED - STREET WIDENED.
 ME2958'
 ME2958'LINE-OF-SIGHT TO POSITION OF OLD AZIMUTH MARK IS BLOCKED BY
 ME2958'HOUSES.
 ME2958'
 ME2958'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHICAGO.
 ME2958
 ME2958                          STATION RECOVERY (1977)
 ME2958
 ME2958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2958'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 ME2958'CONDITION AS DESCRIBED.  REFERENCE MARK 2 WAS FOUND
 ME2958'BROKEN OFF AND THE DISK MISSING.  THE AZIMUTH MARK WAS SEARCHED
 ME2958'FOR, BUT NOT FOUND AND PRESUMMED DESTROYED BY GRADING.  THERE
 ME2958'WAS NO NEW REFERENCE MARK OR AZIMUTH ESTABLISHED AT THIS TIME.
 ME2958'NO OBSERVATIONS WERE MADE AT THIS STATION AT THIS TIME.
 ME2958'
 ME2958'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF SOUTH
 ME2958'WASHTENAW AVENUE AND WEST 83RD PLACE INSIDE A WIRE-MESH FENCE
 ME2958'AROUND SMALL FAA ANTENNA.  PERMISSION TO USE THE STATION WAS
 ME2958'OBTAINED FROM MR. CLARENCE TURNQUIST AT MIDWAY AIRPORT, PHONE
 ME2958'767-2127.
 ME2958'
 ME2958'THE STATION MARKS, ARE STANDARD DISKS STAMPED---KEDZIE 1956---.
 ME2958'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 ME2958'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 20.7 FEET
 ME2958'NORTHEAST OF A FENCE CORNER, 18.3 FEET SOUTH OF A
 ME2958'THE SOUTH CORNER OF A GREEN BUILDING AND 11.3 FEET WEST OF A
 ME2958'FENCE LINE.  THE 1956 DESCRIPITION STATES THERE IS AN
 ME2958'UNDERGROUND DISK SET IN THE TOP OF AN IRREGULAR MASS OF
 ME2958'CONCRETE.
 ME2958'
 ME2958'REFERENCE MARK 1, A STANDARD DISK STAMPED---KEDZIE NO 1 1956---,
 ME2958'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 ME2958'IS 10-INCHES BELOW THE GROUND SURFACE.  IT IS 55 FEET SOUTHEAST
 ME2958'OF THE SOUTH CORNER OF THE GREEN BUILDING, 1.9 FEET NORTHEAST
 ME2958'OF A FENCE CORNER AND 0.9 FEET WEST OF A FENCE LINE.  THE
 ME2958'DISTANCE TO REFERENCE MARK 1 FROM THE STATION MARK IS 43.91
 ME2958'FEET OR 13.385 METERS.
 ME2958
 ME2958                          STATION RECOVERY (1978)
 ME2958
 ME2958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 ME2958'RECOVERED AS DESCRIBED INCLUDING KEDZIE NO 1 1956.
 ME2958'
 ME2958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2955 ***********************************************************************
 ME2955  DESIGNATION -  KEDZIE ECC
 ME2955  PID         -  ME2955
 ME2955  STATE/COUNTY-  IL/COOK
 ME2955  USGS QUAD   -  BLUE ISLAND (1997)
 ME2955
 ME2955                         *CURRENT SURVEY CONTROL
 ME2955  ___________________________________________________________________
 ME2955* NAD 83(1997)-  41 44 28.84226(N)    087 41 19.12501(W)     ADJUSTED  
 ME2955* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 ME2955  ___________________________________________________________________
 ME2955  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 ME2955  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 ME2955
 ME2955  HORZ ORDER  -  SECOND
 ME2955
 ME2955.The horizontal coordinates were established by classical geodetic methods
 ME2955.and adjusted by the National Geodetic Survey in October 1999..
 ME2955
 ME2955.The orthometric height was scaled from a topographic map.
 ME2955
 ME2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2955
 ME2955.The geoid height was determined by GEOID03.
 ME2955
 ME2955;                    North         East     Units Scale Factor Converg.
 ME2955;SPC IL E     -   563,575.195   353,627.398   MT  1.00001038   +0 25 45.2
 ME2955;SPC IL E     - 1,848,996.29  1,160,192.55   sFT  1.00001038   +0 25 45.2
 ME2955;UTM  16      - 4,621,287.826   442,737.453   MT  0.99964035   -0 27 30.6
 ME2955
 ME2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2955!SPC IL E     -   0.99997545  x   1.00001038  =   0.99998583
 ME2955!UTM  16      -   0.99997545  x   0.99964035  =   0.99961581
 ME2955
 ME2955:                Primary Azimuth Mark                     Grid Az
 ME2955:SPC IL E     -  CHICAGO ST AUGUSTINE CATH CH             017 38 27.5
 ME2955:UTM  16      -  CHICAGO ST AUGUSTINE CATH CH             018 31 43.3
 ME2955
 ME2955|---------------------------------------------------------------------|
 ME2955| PID    Reference Object                     Distance      Geod. Az  |
 ME2955|                                                           dddmmss.s |
 ME2955| ME2714 CHICAGO ST AUGUSTINE CATH CH        APPROX. 7.1 KM 0180412.7 |
 ME2955| ME2701 CHICAGO ST MARTIN RC CH SPIRE       APPROX. 6.9 KM 0420552.3 |
 ME2955| ME2712 CHICAGO RAD STA KA 4106 MAST        APPROX. 4.8 KM 0691934.2 |
 ME2955| ME2953 CHICAGO RAD STA WGES NW MAST        APPROX. 1.1 KM 2483905.7 |
 ME2955| CM2939 KEDZIE ECC AZ MK                                   2674536.3 |
 ME2955| ME2958 KEDZIE                               86.328 METERS 27346     |
 ME2955| ME2959 FAN MARKER KEDZIE RBN KEDZIE         86.425 METERS 27732     |
 ME2955| ME3124 BEDFORD PARK INLAND STEEL TK        APPROX. 7.5 KM 2981124.2 |
 ME2955| ME2715 AIRPORT BCN CHICAGO MIDWAY APT      APPROX. 6.6 KM 3160623.5 |
 ME2955| ME2713 CHICAGO RHEEM MFG CO TANK           APPROX. 2.2 KM 3210928.4 |
 ME2955| ME2705 CHICAGO F W WOOLWORTH CO TANK       APPROX. 7.4 KM 3420546.1 |
 ME2955| ME2708 CHICAGO GRANT CRANE CO TANK         APPROX. 8.8 KM 3482607.8 |
 ME2955| ME2711 CHICAGO GRANT CRANE CLOCK TWR       APPROX. 8.7 KM 3510149.8 |
 ME2955| ME2706 CHICAGO FIRESTONE CO TANK           APPROX. 1.1 KM 3515520.4 |
 ME2955|---------------------------------------------------------------------|
 ME2955
 ME2955                          SUPERSEDED SURVEY CONTROL
 ME2955
 ME2955  NAD 83(1997)-  41 44 28.84238(N)    087 41 19.12529(W) AD(       ) 2
 ME2955  NAD 83(1997)-  41 44 28.84634(N)    087 41 19.13432(W) AD(       ) 2
 ME2955  NAD 83(1986)-  41 44 28.84676(N)    087 41 19.13391(W) AD(       ) 2
 ME2955  NAD 27      -  41 44 28.72650(N)    087 41 18.95094(W) AD(       ) 2
 ME2955
 ME2955.Superseded values are not recommended for survey control.
 ME2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2955.See file dsdata.txt to determine how the superseded data were derived.
 ME2955
 ME2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4273721288(NAD 83)
 ME2955_MARKER: N = NAIL
 ME2955_SETTING: 0 = UNSPECIFIED SETTING
 ME2955
 ME2955  HISTORY     - Date     Condition        Report By
 ME2955  HISTORY     - 1956     MONUMENTED       CGS
 ME2955
 ME2955                          STATION DESCRIPTION
 ME2955
 ME2955'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 ME2955'KEDZIE ECC. IS A STAKE DRIVEN IN THE GROUND WITH A NAIL AND A
 ME2955'CROSS IN THE TOP,
 ME2955'21 FEET S OF CENTER LINE OF CINDER ROAD, 36 FEET
 ME2955'S OF CENTER LINE OF TREES, 75 FEET E
 ME2955'OF A DIM T-ROAD AND ABOUT 200 FEET
 ME2955'W OF THE RAILROAD TRACKS.  THE HORIZONTAL DISTANCE FROM
 ME2955'TRIANGULATION
 ME2955'STATION KEDZIE IS 86.321 METERS, 283.21 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2066 ***********************************************************************
 JA2066  DESIGNATION -  KEENSBURG MUNICIPAL TANK
 JA2066  PID         -  JA2066
 JA2066  STATE/COUNTY-  IL/WABASH
 JA2066  USGS QUAD   -  KEENSBURG (1989)
 JA2066
 JA2066                         *CURRENT SURVEY CONTROL
 JA2066  ___________________________________________________________________
 JA2066* NAD 83(1997)-  38 21 00.86228(N)    087 51 58.97557(W)     ADJUSTED  
 JA2066* NAVD 88     -                                                        
 JA2066  ___________________________________________________________________
 JA2066  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JA2066  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JA2066
 JA2066  HORZ ORDER  -  THIRD
 JA2066
 JA2066.The horizontal coordinates were established by classical geodetic methods
 JA2066.and adjusted by the National Geodetic Survey in October 1999..
 JA2066
 JA2066
 JA2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2066
 JA2066.The geoid height was determined by GEOID03.
 JA2066
 JA2066;                    North         East     Units Scale Factor Converg.
 JA2066;SPC IL E     -   186,953.595   340,816.734   MT  0.99999551   +0 17 23.0
 JA2066;SPC IL E     -   613,363.59  1,118,162.90   sFT  0.99999551   +0 17 23.0
 JA2066;SPC IN W     -   344,659.463   831,553.074   MT  1.00002434   -0 29 09.1
 JA2066;SPC IN W     - 1,130,770.25  2,728,187.04   sFT  1.00002434   -0 29 09.1
 JA2066;UTM  16      - 4,245,031.133   424,296.487   MT  0.99967058   -0 32 15.3
 JA2066
 JA2066                          SUPERSEDED SURVEY CONTROL
 JA2066
 JA2066  NAD 83(1997)-  38 21 00.86228(N)    087 51 58.97526(W) AD(       ) 4
 JA2066  NAD 83(1997)-  38 21 00.87054(N)    087 51 58.97440(W) AD(       ) 4
 JA2066  NAD 83(1986)-  38 21 00.87235(N)    087 51 58.97546(W) AD(       ) 4
 JA2066  NAD 27      -  38 21 00.70895(N)    087 51 58.86624(W) AD(       ) 3
 JA2066
 JA2066.Superseded values are not recommended for survey control.
 JA2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2066.See file dsdata.txt to determine how the superseded data were derived.
 JA2066
 JA2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2429645031(NAD 83)
 JA2066_MARKER: 53 = ELEVATED TANK
 JA2066
 JA2066  HISTORY     - Date     Condition        Report By
 JA2066  HISTORY     - 1967     FIRST OBSERVED   CGS
 JA2066
 JA2066                          STATION DESCRIPTION
 JA2066
 JA2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 JA2066'STATION IS LOCATED IN KEENSBURG AND IS 0.15 MILE EAST OF THE
 JA2066'KEENSBURG POST OFFICE.
 JA2066'
 JA2066'TO REACH FROM THE POST OFFICE IN KEENSBURG GO NORTH ON STREET 0.05
 JA2066'MILE TO CROSS
 JA2066'STREET, TURN RIGHT AND GO EAST ON STREET FOR 0.15 MILE
 JA2066'TO STATION ON RIGHT AS DESCRIBED.
 JA2066'
 JA2066'THE TANK IS 120 FEET HIGH, IS SUPPORTED BY 4 LEGS, IS PAINTED A LIGHT
 JA2066'GREEN AND HAS
 JA2066'KEENSBURG PAINTED ON SIDE OF TANK.
 JA2066'
 JA2066'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1763 ***********************************************************************
 JB1763  DESIGNATION -  KELL
 JB1763  PID         -  JB1763
 JB1763  STATE/COUNTY-  IL/MARION
 JB1763  USGS QUAD   -  KELL (1978)
 JB1763
 JB1763                         *CURRENT SURVEY CONTROL
 JB1763  ___________________________________________________________________
 JB1763* NAD 83(1997)-  38 29 20.08212(N)    088 53 59.73219(W)     ADJUSTED  
 JB1763* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 JB1763  ___________________________________________________________________
 JB1763  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JB1763  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JB1763
 JB1763  HORZ ORDER  -  SECOND
 JB1763
 JB1763.The horizontal coordinates were established by classical geodetic methods
 JB1763.and adjusted by the National Geodetic Survey in October 1999..
 JB1763
 JB1763.The orthometric height was scaled from a topographic map.
 JB1763
 JB1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1763
 JB1763.The geoid height was determined by GEOID03.
 JB1763
 JB1763;                    North         East     Units Scale Factor Converg.
 JB1763;SPC IL E     -   202,395.353   250,568.065   MT  1.00000508   -0 21 09.5
 JB1763;SPC IL E     -   664,025.42    822,072.06   sFT  1.00000508   -0 21 09.5
 JB1763;UTM  16      - 4,261,773.243   334,298.218   MT  0.99993814   -1 10 57.8
 JB1763
 JB1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1763!SPC IL E     -   0.99997406  x   1.00000508  =   0.99997914
 JB1763!UTM  16      -   0.99997406  x   0.99993814  =   0.99991221
 JB1763
 JB1763:                Primary Azimuth Mark                     Grid Az
 JB1763:SPC IL E     -  KELL AZ MK                               019 20 22.7
 JB1763:UTM  16      -  KELL AZ MK                               020 10 11.0
 JB1763
 JB1763|---------------------------------------------------------------------|
 JB1763| PID    Reference Object                     Distance      Geod. Az  |
 JB1763|                                                           dddmmss.s |
 JB1763| CI3986 KELL AZ MK                                         0185913.2 |
 JB1763| JB1784 ILLINOIS BELL TEL KSJ 57 MAST       APPROX. 7.1 KM 0602346.6 |
 JB1763| CI3988 KELL RM 2                            23.333 METERS 08121     |
 JB1763| CI3987 KELL RM 1                            23.503 METERS 35941     |
 JB1763|---------------------------------------------------------------------|
 JB1763
 JB1763                          SUPERSEDED SURVEY CONTROL
 JB1763
 JB1763  NAD 83(1997)-  38 29 20.09667(N)    088 53 59.72924(W) AD(       ) 2
 JB1763  NAD 83(1986)-  38 29 20.09685(N)    088 53 59.72952(W) AD(       ) 2
 JB1763  NAD 27      -  38 29 19.92012(N)    088 53 59.51084(W) AD(       ) 2
 JB1763
 JB1763.Superseded values are not recommended for survey control.
 JB1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1763.See file dsdata.txt to determine how the superseded data were derived.
 JB1763
 JB1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3429861773(NAD 83)
 JB1763_MARKER: DS = TRIANGULATION STATION DISK
 JB1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1763
 JB1763  HISTORY     - Date     Condition        Report By
 JB1763  HISTORY     - 1962     MONUMENTED       CGS
 JB1763
 JB1763                          STATION DESCRIPTION
 JB1763
 JB1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1763'THE STATION IS ABOUT 0.5 MILE SOUTHEAST OF KELL, ON THE PROPERTY OF
 JB1763'MRS LENA HOWARD AND IS IN
 JB1763'THE NORTHWEST 0.25 OF SECTION 32, T 1 N, R 3 E.  IT
 JB1763'IS 97 FEET SOUTHWEST OF THE
 JB1763'SOUTHWEST CORNER OF A FRAME HOUSE, 36
 JB1763'FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 JB1763'BARN, 27 FEET NORTHEAST
 JB1763'OF THE SOUTHEAST CORNER OF THE BARN, 29 FEET SOUTHWEST OF THE
 JB1763'CENTERLINE
 JB1763'OF A DRIVEWAY AND 24 FEET EAST OF A WITNESS POST.  THE
 JB1763'MONUMENT IS FLUSH AND THE
 JB1763'DISK IS STAMPED KELL 1962.
 JB1763'
 JB1763'TO REACH FROM THE DISTRICT SCHOOL 159 IN THE EAST EDGE OF KELL, GO
 JB1763'EAST ON A PAVED ROAD FOR
 JB1763'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AND A
 JB1763'DRIVEWAY ON THE RIGHT.  TURN
 JB1763'RIGHT AND GO SOUTH ON THE DRIVEWAY FOR
 JB1763'0.15 MILE TO WHERE THE DRIVEWAY CURVES TO THE
 JB1763'WEST.  TURN RIGHT AND
 JB1763'GO WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION.
 JB1763'
 JB1763'REFERENCE MARK 1 IS 58 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JB1763'BARN, 26 FEET NORTHWEST
 JB1763'OF A POWER POLE AND 5 FEET SOUTHEAST OF A 20 INCH
 JB1763'WALNUT TREE.  THE MONUMENT IS FLUSH
 JB1763'AND THE DISK IS STAMPED KELL NO 1 1962.
 JB1763'
 JB1763'REFERENCE MARK 2 IS 28 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JB1763'FRAME HOUSE, 17 FEET
 JB1763'SOUTH OF THE CENTER OF THE TOP OF AN OPEN WELL, 14
 JB1763'FEET NORTH OF THE CENTERLINE OF
 JB1763'THE DRIVEWAY AND 6 FEET NORTHWEST OF
 JB1763'A 17 INCH MAPLE TREE.  THE MONUMENT IS FLUSH AND
 JB1763'THE DISK IS STAMPED
 JB1763'KELL NO 2 1962.
 JB1763'
 JB1763'THE AZIMUTH MARK IS 27 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 JB1763'25 FEET EAST OF A POWER
 JB1763'POLE, 6 FEET WEST OF A 24 INCH OAK TREE AND 2 FEET
 JB1763'WEST OF A WITNESS POST.  THE
 JB1763'MONUMENT PROJECTS 6 INCHES AND THE DISK
 JB1763'IS STAMPED KELL 1962.
 JB1763'
 JB1763'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1560 ***********************************************************************
 NH1560  DESIGNATION -  KELLER
 NH1560  PID         -  NH1560
 NH1560  STATE/COUNTY-  IL/STEPHENSON
 NH1560  USGS QUAD   -  SHANNON (1983)
 NH1560
 NH1560                         *CURRENT SURVEY CONTROL
 NH1560  ___________________________________________________________________
 NH1560* NAD 83(1997)-  42 13 32.14630(N)    089 37 49.34716(W)     ADJUSTED  
 NH1560* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 NH1560  ___________________________________________________________________
 NH1560  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 NH1560  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NH1560
 NH1560  HORZ ORDER  -  THIRD
 NH1560
 NH1560.The horizontal coordinates were established by classical geodetic methods
 NH1560.and adjusted by the National Geodetic Survey in October 1999..
 NH1560
 NH1560.The orthometric height was scaled from a topographic map.
 NH1560
 NH1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1560
 NH1560.The geoid height was determined by GEOID03.
 NH1560
 NH1560;                    North         East     Units Scale Factor Converg.
 NH1560;SPC IL W     -   617,278.561   744,272.413   MT  0.99996528   +0 21 37.5
 NH1560;SPC IL W     - 2,025,188.08  2,441,833.74   sFT  0.99996528   +0 21 37.5
 NH1560;UTM  16      - 4,678,174.397   282,922.293   MT  1.00017985   -1 46 06.4
 NH1560
 NH1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1560!SPC IL W     -   0.99996364  x   0.99996528  =   0.99992892
 NH1560!UTM  16      -   0.99996364  x   1.00017985  =   1.00014349
 NH1560
 NH1560|---------------------------------------------------------------------|
 NH1560| PID    Reference Object                     Distance      Geod. Az  |
 NH1560|                                                           dddmmss.s |
 NH1560| CI9863 KELLER RM 1                          11.385 METERS 00115     |
 NH1560| CI9864 KELLER RM 2                           8.678 METERS 17532     |
 NH1560| CI9862 KELLER AZ MK                                       1831553.0 |
 NH1560|---------------------------------------------------------------------|
 NH1560
 NH1560                          SUPERSEDED SURVEY CONTROL
 NH1560
 NH1560  NAD 83(1997)-  42 13 32.14628(N)    089 37 49.34716(W) AD(       ) 3
 NH1560  NAD 83(1986)-  42 13 32.14632(N)    089 37 49.34839(W) AD(       ) 3
 NH1560  NAD 27      -  42 13 32.06390(N)    089 37 48.92920(W) AD(       ) 3
 NH1560
 NH1560.Superseded values are not recommended for survey control.
 NH1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1560.See file dsdata.txt to determine how the superseded data were derived.
 NH1560
 NH1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8292278174(NAD 83)
 NH1560_MARKER: DS = TRIANGULATION STATION DISK
 NH1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1560
 NH1560  HISTORY     - Date     Condition        Report By
 NH1560  HISTORY     - 1954     MONUMENTED       CGS
 NH1560  HISTORY     - 1970     GOOD             ALSTER
 NH1560  HISTORY     - 19960919 GOOD             USPSQD
 NH1560  HISTORY     - 20011219 GOOD             USPSQD
 NH1560
 NH1560                          STATION DESCRIPTION
 NH1560
 NH1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1560'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF FREEPORT ON
 NH1560'THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 26.  IT IS 51 FEET EAST
 NH1560'OF THE CENTER OF STATE HIGHWAY 26, 6 FEET NORTH OF A WHITE
 NH1560'WITNESS POST AND 2-1/2 FEET WEST OF A TRIANGULAR BLAZED FENCE
 NH1560'POST AND FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 NH1560'STAMPED KELLER 1954.
 NH1560'
 NH1560'REFERENCE MARK NO. 1 IS 52 FEET EAST OF THE CENTER OF STATE
 NH1560'HIGHWAY 26 AND 1 FOOT WEST OF FENCE LINE.  THE MARK IS FLUSH
 NH1560'AND THE DISK IS STAMPED KELLER NO 1 1954.
 NH1560'
 NH1560'REFERENCE MARK NO. 2 IS 52 FEET EAST OF THE CENTER OF STATE
 NH1560'HIGHWAY 26, 1-1/2 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT
 NH1560'WEST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1560'KELLER NO 2 1954.
 NH1560'
 NH1560'THE AZIMUTH MARK IS 48 FEET WEST OF THE CENTER OF STATE HIGHWAY
 NH1560'26, 18 FEET WEST OF A TELEPHONE POLE AND WHITE WITNESS POST,
 NH1560'SET IN FENCE CORNER IN OFFSET OF FENCE LINE.  THE MARK PROJECTS
 NH1560'ABOUT 2 INCHES AND THE DISK IS STAMPED KELLER 1954.
 NH1560'
 NH1560'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 NH1560'SQUARE IN FREEPORT, GO WEST ON STATE HIGHWAY 75 FOR 0.55 MILE
 NH1560'TO JUNCTION WITH STATE HIGHWAY 26 AT WEST ST., TURN LEFT AND GO
 NH1560'SOUTH ON STATE HIGHWAY 26 FOR 5.1 MILES TO BOARD GATE ON EAST
 NH1560'SIDE AND STATION AS DESCRIBED.
 NH1560'
 NH1560'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 NH1560'HIGHWAY 26 FOR 0.2 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 NH1560'
 NH1560'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1560
 NH1560                          STATION RECOVERY (1970)
 NH1560
 NH1560'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1970 (LOC)
 NH1560'KELLER 1954-GOOD
 NH1560'
 NH1560'KELLER NO 1-GOOD
 NH1560'
 NH1560'KELLER NO 2-GOOD
 NH1560'
 NH1560'AZ MARK KELLER 1954-GOOD
 NH1560'
 NH1560'KELLER IS PLUS OR MINUS 10 FT NORTH OF WOODEN GATE.
 NH1560
 NH1560                          STATION RECOVERY (1996)
 NH1560
 NH1560'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1560'RECOVERED IN GOOD CONDITION.
 NH1560
 NH1560                          STATION RECOVERY (2001)
 NH1560
 NH1560'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1560'RM 1, RM 2 AND THE AZIMUTH WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2746 ***********************************************************************
 ME2746  DESIGNATION -  KELLY
 ME2746  PID         -  ME2746
 ME2746  STATE/COUNTY-  IL/COOK
 ME2746  USGS QUAD   -  ENGLEWOOD (1997)
 ME2746
 ME2746                         *CURRENT SURVEY CONTROL
 ME2746  ___________________________________________________________________
 ME2746* NAD 83(1997)-  41 49 06.06598(N)    087 41 29.20508(W)     ADJUSTED  
 ME2746* NAVD 88     -       180.17   (+/-2cm)     591.1    (feet)  VERTCON   
 ME2746  ___________________________________________________________________
 ME2746  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 ME2746  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2746
 ME2746  HORZ ORDER  -  FIRST
 ME2746  VERT ORDER  -  THIRD ? (See Below)
 ME2746
 ME2746.The horizontal coordinates were established by classical geodetic methods
 ME2746.and adjusted by the National Geodetic Survey in October 1999..
 ME2746
 ME2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2746.The vertical order pertains to the NGVD 29 superseded value.
 ME2746
 ME2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2746
 ME2746.The geoid height was determined by GEOID03.
 ME2746
 ME2746;                    North         East     Units Scale Factor Converg.
 ME2746;SPC IL E     -   572,126.347   353,330.638   MT  1.00000998   +0 25 40.8
 ME2746;SPC IL E     - 1,877,051.19  1,159,218.93   sFT  1.00000998   +0 25 40.8
 ME2746;UTM  16      - 4,629,839.388   442,573.371   MT  0.99964058   -0 27 39.8
 ME2746
 ME2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2746!SPC IL E     -   0.99997699  x   1.00000998  =   0.99998697
 ME2746!UTM  16      -   0.99997699  x   0.99964058  =   0.99961758
 ME2746
 ME2746:                Primary Azimuth Mark                     Grid Az
 ME2746:SPC IL E     -  CHICAGO ST PAUL CH SPIRE                 016 02 37.0
 ME2746:UTM  16      -  CHICAGO ST PAUL CH SPIRE                 016 55 57.6
 ME2746
 ME2746|---------------------------------------------------------------------|
 ME2746| PID    Reference Object                     Distance      Geod. Az  |
 ME2746|                                                           dddmmss.s |
 ME2746| ME2742 CHICAGO ST PAUL CH SPIRE            APPROX. 3.8 KM 0162817.8 |
 ME2746| ME2707 CHICAGO RAD STA KSA 675 MAST        APPROX. 4.6 KM 0365038.5 |
 ME2746| ME2728 MCGUANE                             APPROX. 4.4 KM 0543709.1 |
 ME2746| ME2729 CHICAGO PRODUCE CORP STACK          APPROX. 3.4 KM 0811645.6 |
 ME2746| ME2714 CHICAGO ST AUGUSTINE CATH CH        APPROX. 3.0 KM 1263238.8 |
 ME2746| CM2943 KELLY RM 1                           40.264 METERS 16105     |
 ME2746| ME2752 CHICAGO INMONT TANK                 APPROX. 1.9 KM 2022016.6 |
 ME2746| ME2705 CHICAGO F W WOOLWORTH CO TANK       APPROX. 2.6 KM 2322738.6 |
 ME2746| CM2944 KELLY RM 2                           29.662 METERS 24958     |
 ME2746| ME3142 CHICAGO SW SEWAGE TANK              APPROX. 6.2 KM 2655433.8 |
 ME2746| ME2755 CHICAGO GRANT CRANE CO TK 1977      APPROX. 1.4 KM 2690256.6 |
 ME2746| ME2703 CHICAGO STONE CONTAIN CORP TK       APPROX. 3.1 KM 2695106.5 |
 ME2746| ME2750 047 COC                             391.719 METERS 27931     |
 ME2746| ME2749 047 COC TPT                         367.751 METERS 27931     |
 ME2746| ME2698 CHICAGO RAD STA WHFC MAST           APPROX. 2.0 KM 3223531.1 |
 ME2746| ME2748 CHICAGO POLICE RAD TWR              APPROX. 0.6 KM 3245325.6 |
 ME2746|---------------------------------------------------------------------|
 ME2746
 ME2746                          SUPERSEDED SURVEY CONTROL
 ME2746
 ME2746  NAD 83(1997)-  41 49 06.06613(N)    087 41 29.20544(W) AD(       ) 1
 ME2746  NAD 83(1997)-  41 49 06.06979(N)    087 41 29.21587(W) AD(       ) 1
 ME2746  NAD 83(1986)-  41 49 06.07038(N)    087 41 29.21528(W) AD(       ) 1
 ME2746  NAD 27      -  41 49 05.95144(N)    087 41 29.02477(W) AD(       ) 1
 ME2746  NGVD 29 (07/19/86)  180.26   (m)          591.4    (f) LEVELING    3  
 ME2746
 ME2746.Superseded values are not recommended for survey control.
 ME2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2746.See file dsdata.txt to determine how the superseded data were derived.
 ME2746
 ME2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4257329839(NAD 83)
 ME2746_MARKER: DD = SURVEY DISK
 ME2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2746+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 ME2746
 ME2746  HISTORY     - Date     Condition        Report By
 ME2746  HISTORY     - 1977     MONUMENTED       NGS
 ME2746  HISTORY     - 20021231 GOOD             PATRIC
 ME2746
 ME2746                          STATION DESCRIPTION
 ME2746
 ME2746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2746'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF CHICAGO,
 ME2746'IN THE EAST SECTION OF KELLY CITY PARK AND ABOUT 100 FEET
 ME2746'SOUTHWEST OF THE INTERSECTION OF WEST MONTGOMERY AVENUE AND
 ME2746'SOUTH MONTGOMERY AVENUE.
 ME2746'
 ME2746'NOTE- SECOND ORDER ELEVATIONS HAVE BEEN DETERMINED FOR
 ME2746'THE STATION, REFERENCE MARKS 1 AND 2.
 ME2746'
 ME2746'STATION MARKS, STAMPED---KELLY 1977---, ARE STANDARD DISKS.
 ME2746'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2746'CONCRETE MONUMENT THAT IS 6 INCHES BELOW A CAST IRON COVER
 ME2746'WITH THE LETTERING, NATIONAL GEODETIC SURVEY.
 ME2746'IT IS 33 FEET NORTH-NORTHEAST OF A
 ME2746'14-INCH ELM TREE, 27 FEET WEST OF A 14-INCH ELM TREE AND 20
 ME2746'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE PARK WALKWAY. THE
 ME2746'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 ME2746'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 ME2746'
 ME2746'REFERENCE MARK 1, STAMPED---KELLY NO 1 1977---, A STANDARD
 ME2746'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2746'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 34 FEET
 ME2746'NORTH-NORTHWEST OF A FENCE CORNER AND 3 FEET WEST OF THE
 ME2746'FENCE.
 ME2746'
 ME2746'REFERENCE MARK 2, STAMPED---KELLY NO 2 1977---, A STANDARD
 ME2746'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2746'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 18 FEET
 ME2746'NORTH-NORTHWEST OF THE CENTER OF THE PARK WALKWAY, 10 FEET
 ME2746'SOUTH OF A LARGE UTILITY POLE AND 3 FEET SOUTH-SOUTHEAST OF
 ME2746'THE CURB OF ALLEY WAY.
 ME2746'
 ME2746'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 ME2746'
 ME2746'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
 ME2746
 ME2746                          STATION RECOVERY (2002)
 ME2746
 ME2746'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2002 (DJT)
 ME2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2861 ***********************************************************************
 ME2861  DESIGNATION -  KELVYN
 ME2861  PID         -  ME2861
 ME2861  STATE/COUNTY-  IL/COOK
 ME2861  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2861
 ME2861                         *CURRENT SURVEY CONTROL
 ME2861  ___________________________________________________________________
 ME2861* NAD 83(1997)-  41 55 42.67159(N)    087 44 17.48694(W)     ADJUSTED  
 ME2861* NAVD 88     -       184.54   (+/-2cm)     605.4    (feet)  VERTCON   
 ME2861  ___________________________________________________________________
 ME2861  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 ME2861  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2861
 ME2861  HORZ ORDER  -  FIRST
 ME2861  VERT ORDER  -  THIRD ? (See Below)
 ME2861
 ME2861.The horizontal coordinates were established by classical geodetic methods
 ME2861.and adjusted by the National Geodetic Survey in October 1999..
 ME2861
 ME2861.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2861.The vertical order pertains to the NGVD 29 superseded value.
 ME2861
 ME2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2861
 ME2861.The geoid height was determined by GEOID03.
 ME2861
 ME2861;                    North         East     Units Scale Factor Converg.
 ME2861;SPC IL E     -   584,334.634   349,362.018   MT  1.00000497   +0 23 51.7
 ME2861;SPC IL E     - 1,917,104.55  1,146,198.55   sFT  1.00000497   +0 23 51.7
 ME2861;UTM  16      - 4,642,103.380   438,796.237   MT  0.99964609   -0 29 35.8
 ME2861
 ME2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2861!SPC IL E     -   0.99997632  x   1.00000497  =   0.99998129
 ME2861!UTM  16      -   0.99997632  x   0.99964609  =   0.99962242
 ME2861
 ME2861|---------------------------------------------------------------------|
 ME2861| PID    Reference Object                     Distance      Geod. Az  |
 ME2861|                                                           dddmmss.s |
 ME2861| CM2945 KELVYN RM 1                          27.542 METERS 09050     |
 ME2861| ME2874 KELVYN AZ MK                        APPROX. 0.7 KM 2672938.3 |
 ME2861| CM2946 KELVYN RM 2                          27.484 METERS 27052     |
 ME2861|---------------------------------------------------------------------|
 ME2861
 ME2861                          SUPERSEDED SURVEY CONTROL
 ME2861
 ME2861  NAD 83(1997)-  41 55 42.67175(N)    087 44 17.48742(W) AD(       ) 1
 ME2861  NAD 83(1997)-  41 55 42.67437(N)    087 44 17.50025(W) AD(       ) 1
 ME2861  NAD 83(1986)-  41 55 42.67543(N)    087 44 17.49958(W) AD(       ) 1
 ME2861  NAD 27      -  41 55 42.56066(N)    087 44 17.29235(W) AD(       ) 1
 ME2861  NGVD 29 (07/19/86)  184.62   (m)          605.7    (f) LEVELING    3  
 ME2861
 ME2861.Superseded values are not recommended for survey control.
 ME2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2861.See file dsdata.txt to determine how the superseded data were derived.
 ME2861
 ME2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3879642103(NAD 83)
 ME2861_MARKER: DH = HORIZONTAL CONTROL DISK
 ME2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2861_STAMPING: KELVYN 1977
 ME2861_MARK LOGO: NGS   
 ME2861_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2861+STABILITY: SURFACE MOTION
 ME2861
 ME2861  HISTORY     - Date     Condition        Report By
 ME2861  HISTORY     - 1977     MONUMENTED       NGS
 ME2861  HISTORY     - 19931011 GOOD             WOOLPT
 ME2861
 ME2861                          STATION DESCRIPTION
 ME2861
 ME2861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2861'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF CHICAGO,
 ME2861'IN THE MEDIAN BETWEEN WEST WRIGHTWOOD AVENUE, DIRECTLY
 ME2861'ACROSS FROM THE KELVIN PARK BUILDING AND THE ADDRESS FOR
 ME2861'THE STATION IS 4436 WEST WRIGHTWOOD AVENUE.
 ME2861'
 ME2861'NOTE- SECOND ORDER ELEVATIONS HAVE BEEN DETERMINED FOR
 ME2861'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2.
 ME2861'
 ME2861'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 ME2861'WEST WRIGHTWOOD AVENUE FOR 0.5 MILE TO THE MARK AT THE
 ME2861'INTERSECTION WITH NORTH CICERO AVENUE AND THE EAST BOUND
 ME2861'LANE OF WEST WRIGHTWOOD AVENUE.
 ME2861'
 ME2861'STATION MARKS, STAMPED---KELVYN 1977---, ARE STANDARD DISKS.
 ME2861'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2861'CONCRETE MONUMENT THAT IS 6 INCHES BELOW A CAST IRON COVER
 ME2861'WITH THE LETTERING, NATIONAL GEODETIC SURVEY.
 ME2861'IT IS 80.5 FEET NORTH OF THE EAST
 ME2861'BOUND LANE OF WEST WRIGHTWOOD AVENUE AND 43 FEET SOUTH OF
 ME2861'THE WEST BOUND LANE OF THE AVENUE. THE UNDERGROUND DISK IS
 ME2861'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 ME2861'BELOW THE GROUND SURFACE.
 ME2861'
 ME2861'REFERENCE MARK 1, STAMPED---KELVYN NO 1 1977---, IS A STANDARD
 ME2861'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2861'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 48 FEET
 ME2861'SOUTH OF THE WEST BOUND LANE OF THE AVENUE.
 ME2861'
 ME2861'REFERENCE MARK 2, STAMPED---KELVYN NO 2 1977---, IS A STANDARD
 ME2861'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2861'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 48 FEET
 ME2861'SOUTH OF THE WEST BOUND LANE OF THE AVENUE.
 ME2861'
 ME2861'AZIMUTH MARKS, STAMPED---KELVYN 1977---, ARE STANDARD DISKS.
 ME2861'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2861'CONCRETE MONUMENT THAT IS 6 INCHES BELOW A CAST IRON COVER
 ME2861'WITH LETTERING, NATIONAL GEODETIC SURVEY.
 ME2861'IT IS 30 FEET EAST OF THE CENTERLINE OF NORTH CICERO AVENUE
 ME2861'AND 21 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE OF
 ME2861'WEST WRIGHTWOOD AVENUE. THE UNDERGROUND DISK IS
 ME2861'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 ME2861'BELOW THE GROUND SURFACE.
 ME2861'
 ME2861'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.5 METERS.
 ME2861'
 ME2861'NO MEASUREMENT BETWEEN THE REFERENCE MARK DUE TO THE ANGLE
 ME2861'BEING NEAR 180 DEGREES.
 ME2861
 ME2861                          STATION RECOVERY (1993)
 ME2861
 ME2861'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MS)
 ME2861'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2874 ***********************************************************************
 ME2874  DESIGNATION -  KELVYN AZ MK
 ME2874  PID         -  ME2874
 ME2874  STATE/COUNTY-  IL/COOK
 ME2874  USGS QUAD   -  CHICAGO LOOP (1997)
 ME2874
 ME2874                         *CURRENT SURVEY CONTROL
 ME2874  ___________________________________________________________________
 ME2874* NAD 83(1997)-  41 55 41.72005(N)    087 44 46.57001(W)     ADJUSTED  
 ME2874* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 ME2874  ___________________________________________________________________
 ME2874  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 ME2874  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 ME2874
 ME2874  HORZ ORDER  -  SECOND
 ME2874
 ME2874.The horizontal coordinates were established by classical geodetic methods
 ME2874.and adjusted by the National Geodetic Survey in October 1999..
 ME2874
 ME2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2874
 ME2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2874
 ME2874.The geoid height was determined by GEOID03.
 ME2874
 ME2874;                    North         East     Units Scale Factor Converg.
 ME2874;SPC IL E     -   584,300.658   348,692.162   MT  1.00000416   +0 23 32.2
 ME2874;SPC IL E     - 1,916,993.08  1,144,000.87   sFT  1.00000416   +0 23 32.2
 ME2874;UTM  16      - 4,642,079.831   438,126.174   MT  0.99964711   -0 29 55.2
 ME2874
 ME2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2874!SPC IL E     -   0.99997611  x   1.00000416  =   0.99998027
 ME2874!UTM  16      -   0.99997611  x   0.99964711  =   0.99962322
 ME2874
 ME2874                          SUPERSEDED SURVEY CONTROL
 ME2874
 ME2874  NAD 83(1997)-  41 55 41.72019(N)    087 44 46.57049(W) AD(       ) 2
 ME2874  NAD 83(1997)-  41 55 41.72269(N)    087 44 46.58331(W) AD(       ) 2
 ME2874  NAD 83(1986)-  41 55 41.72377(N)    087 44 46.58264(W) AD(       ) 2
 ME2874  NAD 27      -  41 55 41.60939(N)    087 44 46.37452(W) AD(       ) 2
 ME2874  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 ME2874
 ME2874.Superseded values are not recommended for survey control.
 ME2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2874.See file dsdata.txt to determine how the superseded data were derived.
 ME2874
 ME2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3812642080(NAD 83)
 ME2874_MARKER: DD = SURVEY DISK
 ME2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2874+STABILITY: SURFACE MOTION
 ME2874
 ME2874  HISTORY     - Date     Condition        Report By
 ME2874  HISTORY     - 1977     MONUMENTED       NGS
 ME2874
 ME2874                          STATION DESCRIPTION
 ME2874
 ME2874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2874'A TRAVERSE WAS MADE TO TRINAGULATION STATION KELVYN USING
 ME2874'ELECTRONIC EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0712 ***********************************************************************
 LC0712  DESIGNATION -  KEMP
 LC0712  PID         -  LC0712
 LC0712  STATE/COUNTY-  IL/MCLEAN
 LC0712  USGS QUAD   -  MERNA (1981)
 LC0712
 LC0712                         *CURRENT SURVEY CONTROL
 LC0712  ___________________________________________________________________
 LC0712* NAD 83(1997)-  40 37 04.15137(N)    088 48 28.36487(W)     ADJUSTED  
 LC0712* NAVD 88     -       224.043  (meters)     735.05   (feet)  ADJUSTED  
 LC0712  ___________________________________________________________________
 LC0712  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 LC0712  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0712  DYNAMIC HT  -         223.942 (meters)     734.72  (feet)  COMP
 LC0712  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LC0712
 LC0712  HORZ ORDER  -  SECOND
 LC0712  VERT ORDER  -  SECOND    CLASS 0
 LC0712
 LC0712.The horizontal coordinates were established by classical geodetic methods
 LC0712.and adjusted by the National Geodetic Survey in October 1999..
 LC0712
 LC0712.The orthometric height was determined by differential leveling
 LC0712.and adjusted by the National Geodetic Survey in June 1991..
 LC0712
 LC0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0712
 LC0712.The geoid height was determined by GEOID03.
 LC0712
 LC0712.The dynamic height is computed by dividing the NAVD 88
 LC0712.geopotential number by the normal gravity value computed on the
 LC0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0712.degrees latitude (g = 980.6199 gals.).
 LC0712
 LC0712.The modeled gravity was interpolated from observed gravity values.
 LC0712
 LC0712;                    North         East     Units Scale Factor Converg.
 LC0712;SPC IL E     -   438,709.924   259,845.207   MT  0.99999484   -0 18 32.2
 LC0712;SPC IL E     - 1,439,334.14    852,508.82   sFT  0.99999484   -0 18 32.2
 LC0712;UTM  16      - 4,497,903.784   347,075.833   MT  0.99988786   -1 10 37.8
 LC0712
 LC0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0712!SPC IL E     -   0.99996988  x   0.99999484  =   0.99996472
 LC0712!UTM  16      -   0.99996988  x   0.99988786  =   0.99985774
 LC0712
 LC0712:                Primary Azimuth Mark                     Grid Az
 LC0712:SPC IL E     -  KEMP AZ MK                               000 34 07.8
 LC0712:UTM  16      -  KEMP AZ MK                               001 26 13.4
 LC0712
 LC0712|---------------------------------------------------------------------|
 LC0712| PID    Reference Object                     Distance      Geod. Az  |
 LC0712|                                                           dddmmss.s |
 LC0712| LC0715 KEMP AZ MK                                         0001535.6 |
 LC0712| LC1847 LEXINGTON MUNICIPAL STANDPIPE       APPROX. 3.5 KM 0414123.0 |
 LC0712| LC0714 KEMP RM 1                            10.680 METERS 08937     |
 LC0712| LC0713 KEMP RM 2                            12.565 METERS 18117     |
 LC0712|---------------------------------------------------------------------|
 LC0712
 LC0712                          SUPERSEDED SURVEY CONTROL
 LC0712
 LC0712  NAD 83(1986)-  40 37 04.16702(N)    088 48 28.37117(W) AD(       ) 2
 LC0712  NAD 27      -  40 37 04.04280(N)    088 48 28.12570(W) AD(       ) 2
 LC0712  NGVD 29 (??/??/92)  224.095  (m)          735.22   (f) ADJ UNCH    2 0
 LC0712
 LC0712.Superseded values are not recommended for survey control.
 LC0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0712.See file dsdata.txt to determine how the superseded data were derived.
 LC0712
 LC0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4707697904(NAD 83)
 LC0712_MARKER: DE = TRAVERSE STATION DISK
 LC0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0712_STAMPING: KEMP 1960
 LC0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0712+STABILITY: SURFACE MOTION
 LC0712
 LC0712  HISTORY     - Date     Condition        Report By
 LC0712  HISTORY     - 1960     MONUMENTED       CGS
 LC0712  HISTORY     - 1961     GOOD             NGS
 LC0712  HISTORY     - 1968     GOOD             CGS
 LC0712
 LC0712                          STATION DESCRIPTION
 LC0712
 LC0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC0712'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF TOWANDA,
 LC0712'ABOUT 2.0 MILES SOUTHWEST OF LEXINGTON, ABOUT 1.0 MILE SOUTH
 LC0712'OF THE MACKINAW RIVER AND 0.4 MILE SOUTHEAST OF U.S. HIGHWAY
 LC0712'66.
 LC0712'
 LC0712'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND THE MAIN
 LC0712'STREET IN THE WEST SIDE OF LEXINGTON, GO SOUTHWEST ON U.S.
 LC0712'HIGHWAY 66 FOR 1.35 MILES TO A CROSSROAD, TURN LEFT AND GO
 LC0712'EAST CROSSING RAILROAD TRACKS FOR 0.05 MILE TO A SIDE ROAD
 LC0712'RIGHT, TURN RIGHT GO SOUTHWEST THEN SOUTH FOR 0.2 MILE TO
 LC0712'THE AZIMUTH MARK ON THE LEFT SIDE OF ROAD AS DESCRIBED,
 LC0712'CONTINUE SOUTH 0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
 LC0712'
 LC0712'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED KEMP 1960, IS
 LC0712'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 LC0712'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 70.5
 LC0712'FEET SOUTH OF THE FENCE CORNER, 24.5 FEET SOUTH OF A TELEPHONE
 LC0712'POLE, 17.5 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 LC0712'2.4 FEET EAST OF THE WITNESS POST AND FENCE.
 LC0712'
 LC0712'REFERENCE MARK 1, IS A STANDARD REFERENCE DISK STAMPED KEMP
 LC0712'NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC0712'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC0712'MARK IS 69.5 FEET SOUTH OF A TELEPHONE POLE, 37.5 FEET EAST
 LC0712'OF THE WITNESS POST, 18.5 FEET EAST OF THE CENTER OF A GRAVELED
 LC0712'ROAD AND 2.3 FEET SOUTHWEST OF THE FENCE CORNER.
 LC0712'
 LC0712'REFERENCE MARK 2, IS A STANDARD REFERENCE DISK STAMPED KEMP
 LC0712'NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC0712'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC0712'MARK IS 65.5 FEET SOUTH OF A TELEPHONE POLE, 40.6 FEET SOUTH
 LC0712'OF THE WITNESS POST, 19.5 FEET WEST OF THE CENTER OF A GRAVELED
 LC0712'ROAD AND 1 FOOT EAST OF THE FENCE.
 LC0712'
 LC0712'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED KEMP 1960,
 LC0712'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LC0712'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 LC0712'25 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 11 FEET NORTH
 LC0712'OF THE CENTER OF A FIELD ROAD, 2.3 FEET WEST OF A POWER
 LC0712'POLE AND 1.8 FEET SOUTHWEST OF THE WITNESS POST.
 LC0712'
 LC0712'HEIGHT OF LIGHT ABOVE STATION MARK 3.12 METERS.
 LC0712
 LC0712                          STATION RECOVERY (1961)
 LC0712
 LC0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0712'2.6 MI SW FROM LEXINGTON.
 LC0712'ABOUT 0.45 MILE WEST ALONG WEST MAIN STREET FROM THE POST OFFICE
 LC0712'IN LEXINGTON, THENCE 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66,
 LC0712'THENCE 0.05 MILE EAST ALONG AN ASPHALT PAVED ROAD, THENCE 0.7
 LC0712'MILE SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD, AT FENCE CORNERS
 LC0712'EAST AND WEST OF THE ROAD, ABOUT 0.10 MILE NORTH OF THE JUNCTION
 LC0712'OF A DRIVE WEST TO A FARMHOUSE, 17 FEET WEST OF THE CENTERLINE
 LC0712'OF THE ROAD, 3 FEET EAST OF A FENCE, 71 FEET SOUTH OF A FENCE
 LC0712'CORNER, 36 FEET WEST AND ACROSS THE ROAD FROM A FENCE CORNER, 24
 LC0712'FEET SOUTH OF A TELEPHONE POLE, 77 FEET SOUTHWEST AND ACROSS THE
 LC0712'ROAD FROM A GUY WIRED POWER POLE, 2.5 FEET NORTHEAST OF A METAL
 LC0712'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LC0712'CONCRETE POST FLUSH WITH THE GROUND.
 LC0712
 LC0712                          STATION RECOVERY (1968)
 LC0712
 LC0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ARS)
 LC0712'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0715 ***********************************************************************
 LC0715  DESIGNATION -  KEMP AZ MK
 LC0715  PID         -  LC0715
 LC0715  STATE/COUNTY-  IL/MCLEAN
 LC0715  USGS QUAD   -  MERNA (1981)
 LC0715
 LC0715                         *CURRENT SURVEY CONTROL
 LC0715  ___________________________________________________________________
 LC0715* NAD 83(1986)-  40 37 29.     (N)    088 48 30.     (W)     SCALED    
 LC0715* NAVD 88     -       221.100  (meters)     725.39   (feet)  ADJUSTED  
 LC0715  ___________________________________________________________________
 LC0715  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0715  DYNAMIC HT  -         221.001 (meters)     725.07  (feet)  COMP
 LC0715  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 LC0715
 LC0715  VERT ORDER  -  SECOND    CLASS 0
 LC0715
 LC0715.The horizontal coordinates were scaled from a topographic map and have
 LC0715.an estimated accuracy of +/- 6 seconds.
 LC0715
 LC0715.The orthometric height was determined by differential leveling
 LC0715.and adjusted by the National Geodetic Survey in June 1991..
 LC0715
 LC0715.The geoid height was determined by GEOID03.
 LC0715
 LC0715.The dynamic height is computed by dividing the NAVD 88
 LC0715.geopotential number by the normal gravity value computed on the
 LC0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0715.degrees latitude (g = 980.6199 gals.).
 LC0715
 LC0715.The modeled gravity was interpolated from observed gravity values.
 LC0715
 LC0715;                    North         East    Units  Estimated Accuracy
 LC0715;SPC IL E     -   439,480.      259,810.      MT  (+/- 180 meters Scaled)
 LC0715
 LC0715                          SUPERSEDED SURVEY CONTROL
 LC0715
 LC0715  NGVD 29 (??/??/92)  221.153  (m)          725.57   (f) ADJ UNCH    2 0
 LC0715
 LC0715.Superseded values are not recommended for survey control.
 LC0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0715.See file dsdata.txt to determine how the superseded data were derived.
 LC0715
 LC0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK470986(NAD 83)
 LC0715_MARKER: DZ = AZIMUTH MARK DISK
 LC0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0715_STAMPING: KEMP 1960
 LC0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0715+STABILITY: SURFACE MOTION
 LC0715
 LC0715  HISTORY     - Date     Condition        Report By
 LC0715  HISTORY     - 1960     MONUMENTED       CGS
 LC0715  HISTORY     - 1961     GOOD             NGS
 LC0715
 LC0715                          STATION DESCRIPTION
 LC0715
 LC0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0715'2.1 MI SW FROM LEXINGTON.
 LC0715'ABOUT 0.45 MILE WEST ALONG WEST MAIN STREET FROM THE POST OFFICE
 LC0715'IN LEXINGTON, THENCE 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66,
 LC0715'THENCE 0.05 MILE EAST ALONG AN ASPHALT PAVED ROAD, THENCE 0.2
 LC0715'MILE SOUTHWEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A DRIVE
 LC0715'EAST TO A FARM HOUSE, 25 FEET EAST OF THE CENTERLINE OF THE ROAD,
 LC0715'12 FEET NORTH OF THE CENTERLINE OF THE DRIVE, 2.5 FEET WEST OF A
 LC0715'GUY WIRED POWER POLE, 12 FEET EAST NORTHEAST OF THE NORTH END OF
 LC0715'A CORRUGATED PIPE CULVERT, 1.8 FEET WEST SOUTHWEST OF A METAL
 LC0715'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 LC0715'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0714 ***********************************************************************
 LC0714  DESIGNATION -  KEMP RM 1
 LC0714  PID         -  LC0714
 LC0714  STATE/COUNTY-  IL/MCLEAN
 LC0714  USGS QUAD   -  MERNA (1981)
 LC0714
 LC0714                         *CURRENT SURVEY CONTROL
 LC0714  ___________________________________________________________________
 LC0714* NAD 83(1986)-  40 37 04.     (N)    088 48 28.     (W)     SCALED    
 LC0714* NAVD 88     -       224.044  (meters)     735.05   (feet)  ADJUSTED  
 LC0714  ___________________________________________________________________
 LC0714  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0714  DYNAMIC HT  -         223.943 (meters)     734.72  (feet)  COMP
 LC0714  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LC0714
 LC0714  VERT ORDER  -  SECOND    CLASS 0
 LC0714
 LC0714.The horizontal coordinates were scaled from a topographic map and have
 LC0714.an estimated accuracy of +/- 6 seconds.
 LC0714
 LC0714.The orthometric height was determined by differential leveling
 LC0714.and adjusted by the National Geodetic Survey in June 1991..
 LC0714
 LC0714.The geoid height was determined by GEOID03.
 LC0714
 LC0714.The dynamic height is computed by dividing the NAVD 88
 LC0714.geopotential number by the normal gravity value computed on the
 LC0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0714.degrees latitude (g = 980.6199 gals.).
 LC0714
 LC0714.The modeled gravity was interpolated from observed gravity values.
 LC0714
 LC0714;                    North         East    Units  Estimated Accuracy
 LC0714;SPC IL E     -   438,710.      259,850.      MT  (+/- 180 meters Scaled)
 LC0714
 LC0714                          SUPERSEDED SURVEY CONTROL
 LC0714
 LC0714  NGVD 29 (??/??/92)  224.097  (m)          735.22   (f) ADJ UNCH    2 0
 LC0714
 LC0714.Superseded values are not recommended for survey control.
 LC0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0714.See file dsdata.txt to determine how the superseded data were derived.
 LC0714
 LC0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK470978(NAD 83)
 LC0714_MARKER: DR = REFERENCE MARK DISK
 LC0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0714_STAMPING: KEMP NO 1 1960
 LC0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0714+STABILITY: SURFACE MOTION
 LC0714
 LC0714  HISTORY     - Date     Condition        Report By
 LC0714  HISTORY     - 1960     MONUMENTED       CGS
 LC0714  HISTORY     - 1961     GOOD             NGS
 LC0714
 LC0714                          STATION DESCRIPTION
 LC0714
 LC0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0714'2.6 MI SW FROM LEXINGTON.
 LC0714'ABOUT 0.45 MILES WEST ALONG WEST MAIN STREET FROM THE POST OFFICE
 LC0714'IN LEXINGTON, THENCE 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66,
 LC0714'THENCE 0.05 MILE EAST ALONG AN ASPHALT PAVED ROAD, THENCE 0.7
 LC0714'MILE SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD, AT FENCE CORNERS
 LC0714'EAST AND WEST OF THE ROAD, ABOUT 0.10 MILE NORTH OF THE JUNCTION
 LC0714'OF A DRIVE WEST TO A FARM HOUSE, 17 FEET EAST OF THE CENTERLINE
 LC0714'OF THE ROAD, 1 FOOT WEST OF A FENCE, 2 FEET SOUTHWEST OF A FENCE
 LC0714'CORNER, 78 FEET SOUTHEAST AND ACROSS THE ROAD FROM A FENCE
 LC0714'CORNER, 69 FEET SOUTH OF A GUY WIRED POWER POLE, 35.0 FEET EAST
 LC0714'OF TRAVERSE STATION KEMP, 37.4 FEET EAST OF A METAL WITNESS POST,
 LC0714'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LC0714'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0713 ***********************************************************************
 LC0713  DESIGNATION -  KEMP RM 2
 LC0713  PID         -  LC0713
 LC0713  STATE/COUNTY-  IL/MCLEAN
 LC0713  USGS QUAD   -  MERNA (1981)
 LC0713
 LC0713                         *CURRENT SURVEY CONTROL
 LC0713  ___________________________________________________________________
 LC0713* NAD 83(1986)-  40 37 04.     (N)    088 48 28.     (W)     SCALED    
 LC0713* NAVD 88     -       224.079  (meters)     735.17   (feet)  ADJUSTED  
 LC0713  ___________________________________________________________________
 LC0713  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LC0713  DYNAMIC HT  -         223.978 (meters)     734.83  (feet)  COMP
 LC0713  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LC0713
 LC0713  VERT ORDER  -  SECOND    CLASS 0
 LC0713
 LC0713.The horizontal coordinates were scaled from a topographic map and have
 LC0713.an estimated accuracy of +/- 6 seconds.
 LC0713
 LC0713.The orthometric height was determined by differential leveling
 LC0713.and adjusted by the National Geodetic Survey in June 1991..
 LC0713
 LC0713.The geoid height was determined by GEOID03.
 LC0713
 LC0713.The dynamic height is computed by dividing the NAVD 88
 LC0713.geopotential number by the normal gravity value computed on the
 LC0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0713.degrees latitude (g = 980.6199 gals.).
 LC0713
 LC0713.The modeled gravity was interpolated from observed gravity values.
 LC0713
 LC0713;                    North         East    Units  Estimated Accuracy
 LC0713;SPC IL E     -   438,710.      259,850.      MT  (+/- 180 meters Scaled)
 LC0713
 LC0713                          SUPERSEDED SURVEY CONTROL
 LC0713
 LC0713  NGVD 29 (??/??/92)  224.132  (m)          735.34   (f) ADJ UNCH    2 0
 LC0713
 LC0713.Superseded values are not recommended for survey control.
 LC0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0713.See file dsdata.txt to determine how the superseded data were derived.
 LC0713
 LC0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK470978(NAD 83)
 LC0713_MARKER: DR = REFERENCE MARK DISK
 LC0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0713_STAMPING: KEMP NO 2 1960
 LC0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0713+STABILITY: SURFACE MOTION
 LC0713
 LC0713  HISTORY     - Date     Condition        Report By
 LC0713  HISTORY     - 1960     MONUMENTED       CGS
 LC0713  HISTORY     - 1961     GOOD             NGS
 LC0713
 LC0713                          STATION DESCRIPTION
 LC0713
 LC0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0713'2.6 MI SW FROM LEXINGTON.
 LC0713'ABOUT 0.45 MILE WEST ALONG WEST MAIN STREET FROM THE POST OFFICE
 LC0713'IN LEXINGTON, THENCE 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66,
 LC0713'THENCE 0.05 MILE EAST ALONG AN ASPHALT PAVED ROAD, THENCE 0.7
 LC0713'MILE SOUTHWEST AND SOUTH ALONG A GRAVEL ROAD, AT FENCE CORNERS
 LC0713'EAST AND WEST OF THE ROAD, ABOUT 0.10 MILE NORTH OF THE JUNCTION
 LC0713'OF A DRIVE WEST TO A FARM HOUSE, 20 FEET WEST OF THE CENTERLINE
 LC0713'OF THE ROAD, 1 FOOT EAST OF A FENCE, 112 FEET SOUTH OF A FENCE
 LC0713'CORNER, 57 FEET SOUTHWEST AND ACROSS THE ROAD FROM A FENCE
 LC0713'CORNER, 65 FEET SOUTH OF A TELEPHONE POLE, 41.2 FEET SOUTH OF
 LC0713'TRAVERSE STATION KEMP, 40.6 FEET SOUTH OF A METAL WITNESS POST,
 LC0713'0.5 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 LC0713'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1695 ***********************************************************************
 LC1695  DESIGNATION -  KEMPTON
 LC1695  PID         -  LC1695
 LC1695  STATE/COUNTY-  IL/FORD
 LC1695  USGS QUAD   -  CABERY (1986)
 LC1695
 LC1695                         *CURRENT SURVEY CONTROL
 LC1695  ___________________________________________________________________
 LC1695* NAD 83(1997)-  40 56 36.57709(N)    088 13 24.00378(W)     ADJUSTED  
 LC1695* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 LC1695  ___________________________________________________________________
 LC1695  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 LC1695  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LC1695
 LC1695  HORZ ORDER  -  FIRST
 LC1695
 LC1695.The horizontal coordinates were established by classical geodetic methods
 LC1695.and adjusted by the National Geodetic Survey in October 1999..
 LC1695
 LC1695.The orthometric height was scaled from a topographic map.
 LC1695
 LC1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1695
 LC1695.The geoid height was determined by GEOID03.
 LC1695
 LC1695;                    North         East     Units Scale Factor Converg.
 LC1695;SPC IL E     -   474,772.559   309,262.451   MT  0.99997606   +0 04 19.5
 LC1695;SPC IL E     - 1,557,649.64  1,014,638.56   sFT  0.99997606   +0 04 19.5
 LC1695;UTM  16      - 4,533,204.797   397,026.768   MT  0.99973051   -0 48 06.3
 LC1695
 LC1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1695!SPC IL E     -   0.99996853  x   0.99997606  =   0.99994459
 LC1695!UTM  16      -   0.99996853  x   0.99973051  =   0.99969904
 LC1695
 LC1695:                Primary Azimuth Mark                     Grid Az
 LC1695:SPC IL E     -  KANKAKEE WATER TANK                      050 36 14.0
 LC1695:UTM  16      -  KANKAKEE WATER TANK                      051 28 39.8
 LC1695
 LC1695|---------------------------------------------------------------------|
 LC1695| PID    Reference Object                     Distance      Geod. Az  |
 LC1695|                                                           dddmmss.s |
 LC1695| ME2640 KANKAKEE WATER TANK                 APPROX.37.7 KM 0504033.5 |
 LC1695| LB2348 ASHKUM ASSUM BVM CATH CH SPIRE      APPROX.23.8 KM 1064337.0 |
 LC1695| LB2342 CRESCENT CITY MUNICIPAL TANK        APPROX.36.3 KM 1215150.8 |
 LC1695| LB2344 GILMAN MUNICIPAL TANK               APPROX.27.9 KM 1344938.8 |
 LC1695| LC1697 ONARGA NURSERIES STACK              APPROX.30.7 KM 1431316.6 |
 LC1695| LC1699 ONARGA NURSERIES WATER TANK         APPROX.30.7 KM 1431736.0 |
 LC1695| CI7642 KEMPTON RM 1                         24.224 METERS 16509     |
 LC1695| LC1694 PIPER CITY MUNICIPAL TANK           APPROX.20.8 KM 1715002.5 |
 LC1695| CI7641 KEMPTON AZ MK                       APPROX. 0.8 KM 2025113.9 |
 LC1695| LC1712 TT 9 B AZ MK 2                      APPROX. 8.1 KM 2091002.1 |
 LC1695| LC1711 TT 9 B AZ MK 3                      APPROX. 7.9 KM 2091348.5 |
 LC1695| CI7644 KEMPTON RM 3                                       25047     |
 LC1695| CI7643 KEMPTON RM 2                         24.206 METERS 25104     |
 LC1695|---------------------------------------------------------------------|
 LC1695
 LC1695                          SUPERSEDED SURVEY CONTROL
 LC1695
 LC1695  NAD 83(1997)-  40 56 36.58061(N)    088 13 24.00201(W) AD(       ) 1
 LC1695  NAD 83(1986)-  40 56 36.58563(N)    088 13 24.00899(W) AD(       ) 1
 LC1695  NAD 27      -  40 56 36.46800(N)    088 13 23.82900(W) AD(       ) 1
 LC1695
 LC1695.Superseded values are not recommended for survey control.
 LC1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1695.See file dsdata.txt to determine how the superseded data were derived.
 LC1695
 LC1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9702733205(NAD 83)
 LC1695_MARKER: DS = TRIANGULATION STATION DISK
 LC1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1695
 LC1695  HISTORY     - Date     Condition        Report By
 LC1695  HISTORY     - 1939     MONUMENTED       CGS
 LC1695  HISTORY     - 1968     GOOD             CGS
 LC1695  HISTORY     - 1968     GOOD             CGS
 LC1695
 LC1695                          STATION DESCRIPTION
 LC1695
 LC1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1695'THE STATION IS LOCATED 1/2 MILE NORTH AND 3/4 MILE EAST
 LC1695'OF KEMPTON, IN THE NW 1/4 SW 1/4 OF SEC. 32, T. 29 N., R.
 LC1695'9 E.  ON THE TOP OF A HIGH PROMINENT HILL.  THE LOCATION
 LC1695'OF THE WILLIAM WALGENBACK HOME AND THE OWNER OF THE LAND.
 LC1695'IT IS SET ON THE EAST SIDE OF THE EAST FENCE OF A GARDEN
 LC1695'LYING TO THE NORTH OF THE FARMHOUSE, 80 FEET NORTH-NORTHWEST
 LC1695'OF THE NORTHWEST CORNER OF A CORN CRIB, 25 FEET NORTH OF
 LC1695'THE SOUTHEAST FENCE CORNER OF THE GARDEN, AND 31 FEET SOUTH
 LC1695'OF THE NORTHEAST FENCE CORNER OF THE GARDEN.  THE MARK,
 LC1695'IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LC1695'IS STAMPED KEMPTON 1939.
 LC1695'
 LC1695'TO REACH THE STATION FROM THE KEMPTON HIGH SCHOOL AT THE
 LC1695'EAST EDGE OF KEMPTON, GO EAST ON A CONCRETE ROAD IN FRONT
 LC1695'OF THE SCHOOL FOR 0.3 MILE TO A CROSS ROAD.  TURN LEFT (NORTH)
 LC1695'AND GO 0.35 MILE AND THEN TURN RIGHT AND FOLLOW A LANE EAST,
 LC1695'UP HILL FOR 0.2 MILE TO THE WALGENBACK HOME AND THE STATION.
 LC1695'
 LC1695'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1695'BRONZE DISKS SET IN CONCRETE.
 LC1695'
 LC1695'REFERENCE MARK NO. 1 IS 24.230 METERS 79.49 FEET, SOUTHWEST
 LC1695'OF THE STATION AND AT THE NORTHWEST CORNER OF THE CORN CRIB.
 LC1695'THE MARK, IS FLUSH WITH THE SURFACE OF THE GROUND
 LC1695'AND IS STAMPED KEMPTON NO 1 1939.
 LC1695'
 LC1695'REFERENCE MARK NO. 2 IS 24.212 METERS, 79.44 FEET, WEST-SOUTHWEST
 LC1695'OF THE STATION.  IT IS SET ON THE SOUTH SIDE OF THE SOUTH
 LC1695'FENCE OF THE GARDEN, BY THE EAST POST OF A GATE INTO THE
 LC1695'GARDEN, AND 13 FEET EAST OF A SMALL SHED.  THE MARK,
 LC1695'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED KEMPTON
 LC1695'NO 2 1939.
 LC1695'
 LC1695'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH-SOUTHWEST OF
 LC1695'THE STATION.  IT IS SET ON THE NORTH SIDE OF AN EAST-WEST
 LC1695'FENCE LINE.  30 FEET SOUTH OF THE CENTER LINE OF A CONCRETE
 LC1695'ROAD.  79 FEET WEST OF A CONCRETE CULVERT ON THE WEST SIDE
 LC1695'OF A NORTH-SOUTH GRAVEL ROAD, AND 12 FEET EAST OF A POWER
 LC1695'LINE POLE.  THE MARK, PROJECTS 4 INCHES ABOVE
 LC1695'THE GROUND AND IS STAMPED KEMPTON 1939.  TO REACH THE MARK
 LC1695'FROM THE STATION GO WEST ON THE LANE FOR 0.2 MILE, THEN
 LC1695'TURN SOUTH AND GO 0.35 MILE TO THE CONCRETE HIGHWAY AND
 LC1695'THE MARK IN THE SOUTHWEST CORNER OF THE CROSSROADS.
 LC1695'
 LC1695'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 LC1695'ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS WHICH PROJECT
 LC1695'2-1/2 FEET ABOVE THE GROUND.
 LC1695'
 LC1695'64-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT SPRING CREEK.
 LC1695'
 LC1695'37-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT CLIFTON NO 2.
 LC1695'
 LC1695'37-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT ASHKUM.
 LC1695'
 LC1695'37-FOOT TOWER NEEDED TO SEE 90-FOOT TOWER AT DONOVAN.
 LC1695'
 LC1695'37-FOOT TOWER NEEDED TO SEE 64-FOOT TOWER AT CULLOM.
 LC1695'
 LC1695'37-FOOT TOWER NEEDED TO SEE 64-FOOT TOWER AT SANCKEN.
 LC1695'
 LC1695'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1695
 LC1695                          STATION RECOVERY (1968)
 LC1695
 LC1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WGT)
 LC1695'THE STATION WAS VISITED AND THE STATION MARK, REFERENCE MARK
 LC1695'NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LC1695'CONDITION.  REFERENCE MARK 2 HAS BEEN TILTED OUT OF POSITION
 LC1695'AND SHOULD BE RESET AT A SAFER LOCATION.  THE PROPERTY IS
 LC1695'OWNED BY MR. WALTER BURNS, 1820 EAST MAPLE STREET, KANKAKEE,
 LC1695'ILL. AND RENTED BY MR. J. DONOGHUE WHO LIVES NEAR THE STATION.
 LC1695'THE STATION MARK IS NOW IN CULTIVATED FIELD AND SHOULD BE
 LC1695'LOWERED TO A POINT BELOW PLOW DEPTH TO PREVENT ITS FUTURE
 LC1695'DESTRUCTION.  THE 1939 DESCRIPTION OF THE ROUTE TO REACH
 LC1695'THE STATION IS ADEQUATE.
 LC1695'
 LC1695'THE STATION MARK IS 80 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LC1695'CORNER OF THE CORN CRIB, 7.5 FEET NORTH OF THE EAST END
 LC1695'OF FENCE AND FLUSH WITH THE GROUND.
 LC1695'
 LC1695'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 LC1695'AS DESCRIBED IN 1939.
 LC1695
 LC1695                          STATION RECOVERY (1968)
 LC1695
 LC1695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LC1695'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 LC1695'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 LC1695'UPROOTED AND SHOULD BE CONSIDERED AS LOST.  THE STATION
 LC1695'MARKS WERE LOWERED HOLDING THE ORIGINAL POINT SINCE IT WAS
 LC1695'IN THE EDGE OF A CULTIVATED FIELD AND THE PROPERTY OWNER
 LC1695'REQUESTED THIS DONE.  REFERENCE MARK 3 WAS SET.  THE PREVIOUS
 LC1695'DESCRIPTION TO THE STATION IS ADEQUATE WITH THE BELOW CHANGES.
 LC1695'
 LC1695'THE STATION MARK IS 51 FEET NORTHEAST OF A 20 INCH BOX ELDER
 LC1695'TREE, 8 FEET NORTH OF A FENCE CORNER AND 80 FEET NORTH NORTHWEST
 LC1695'OF THE NORTHWEST CORNER OF A CORN CRIB.  THE MONUMENT IS
 LC1695'18 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 LC1695'STAMPED KEMPTON 1939 1968.  THE PROPERTY IS
 LC1695'OWNED BY MR. WALTER BURNS.
 LC1695'
 LC1695'REFERENCE MARK 1 WAS FOUND AS DESCRIBED.
 LC1695'
 LC1695'REFERENCE MARK 3 IS 24 FEET NORTHWEST OF A 30 INCH BOX ELDER
 LC1695'TREE AND 18 FEET SOUTH OF AN EAST-WEST FENCE.  THE MONUMENT
 LC1695'PROJECTS 6 INCHES AND THE DISK IS STAMPED KEMPTON 1939 NO
 LC1695'3 1968.
 LC1695'
 LC1695'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND 1 FOOT NORTHEAST
 LC1695'OF A METAL WITNESS POST.
 LC1695'
 LC1695'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1695'
 LC1695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE
 LC1695'NORTHEAST OF KEMPTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CI7641 ***********************************************************************
 CI7641  DESIGNATION -  KEMPTON AZ MK
 CI7641  PID         -  CI7641
 CI7641  STATE/COUNTY-  IL/FORD
 CI7641  USGS QUAD   -  CABERY (1986)
 CI7641
 CI7641                         *CURRENT SURVEY CONTROL
 CI7641  ___________________________________________________________________
 CI7641* NAD 83(1997)-  40 56 12.99490(N)    088 13 37.11017(W)     ADJUSTED  
 CI7641* NAVD 88     -       220.1    (meters)     722.     (feet)  GPS OBS   
 CI7641  ___________________________________________________________________
 CI7641  X           -     149,296.421 (meters)                     COMP
 CI7641  Y           -  -4,823,013.999 (meters)                     COMP
 CI7641  Z           -   4,157,258.758 (meters)                     COMP
 CI7641  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CI7641  ELLIP HEIGHT-         187.84  (meters)          (02/03/05) GPS OBS
 CI7641  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 CI7641
 CI7641  HORZ ORDER  -  FIRST
 CI7641  ELLP ORDER  -  FOURTH    CLASS II
 CI7641
 CI7641.The horizontal coordinates were established by GPS observations
 CI7641.and adjusted by the AMERICAN SURVEYING in March 2003..
 CI7641
 CI7641.The orthometric height was determined by GPS observations and a
 CI7641.high-resolution geoid model.
 CI7641
 CI7641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CI7641
 CI7641.The Laplace correction was computed from DEFLEC99 derived deflections.
 CI7641
 CI7641.The ellipsoidal height was determined by GPS observations
 CI7641.and is referenced to NAD 83.
 CI7641
 CI7641.The geoid height was determined by GEOID03.
 CI7641
 CI7641;                    North         East     Units Scale Factor Converg.
 CI7641;SPC IL E     -   474,044.735   308,956.774   MT  0.99997599   +0 04 10.9
 CI7641;SPC IL E     - 1,555,261.77  1,013,635.68   sFT  0.99997599   +0 04 10.9
 CI7641;UTM  16      - 4,532,481.896   396,710.106   MT  0.99973131   -0 48 14.5
 CI7641
 CI7641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CI7641!SPC IL E     -   0.99997054  x   0.99997599  =   0.99994653
 CI7641!UTM  16      -   0.99997054  x   0.99973131  =   0.99970185
 CI7641
 CI7641                          SUPERSEDED SURVEY CONTROL
 CI7641
 CI7641.No superseded survey control is available for this station.
 CI7641
 CI7641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9671032482(NAD 83)
 CI7641_MARKER: DZ = AZIMUTH MARK DISK
 CI7641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CI7641_STAMPING: KEMPTON 1939
 CI7641_MARK LOGO: CGS   
 CI7641_PROJECTION: FLUSH
 CI7641_MAGNETIC: N = NO MAGNETIC MATERIAL
 CI7641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CI7641+STABILITY: SURFACE MOTION
 CI7641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CI7641+SATELLITE: SATELLITE OBSERVATIONS - 2001
 CI7641
 CI7641  HISTORY     - Date     Condition        Report By
 CI7641  HISTORY     - 1939     MONUMENTED       CGS
 CI7641  HISTORY     - 2001     GOOD             ASCPC
 CI7641
 CI7641                          STATION DESCRIPTION
 CI7641
 CI7641'DESCRIBED BY AMERICAN SURVEYING CONSULTANTS PC 2001
 CI7641'FROM THE INTERSECTION OF IL 115 AND KEMPTON ROAD (3700 N) GO WEST 1.05
 CI7641'MILES TO 1300 EAST,
 CI7641'POINT IN THE SOUTHWEST QUAD OF INTERSECTION, 29.50 FEET SOUTH OF
 CI7641'CENTERLINE KEMPTON
 CI7641'ROAD, 103.5 FEET WEST OF THE CENTERLINE OF 1300 EAST.
 CI7641'*STAMPED- KEMPTON 1939
 CI7641' 
 CI7641' 
 CI7641' 
 CI7641' 
 CI7641' 
 CI7641'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1262 ***********************************************************************
 MF1262  DESIGNATION -  KENDALL RESET
 MF1262  PID         -  MF1262
 MF1262  STATE/COUNTY-  IL/LA SALLE
 MF1262  USGS QUAD   -  MENDOTA EAST (1993)
 MF1262
 MF1262                         *CURRENT SURVEY CONTROL
 MF1262  ___________________________________________________________________
 MF1262* NAD 83(1997)-  41 34 17.13479(N)    089 06 39.01554(W)     ADJUSTED  
 MF1262* NAVD 88     -       237.13   (+/-2cm)     778.0    (feet)  VERTCON   
 MF1262  ___________________________________________________________________
 MF1262  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MF1262  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1262
 MF1262  HORZ ORDER  -  SECOND
 MF1262  VERT ORDER  -  THIRD (See Below)
 MF1262
 MF1262.The horizontal coordinates were established by classical geodetic methods
 MF1262.and adjusted by the National Geodetic Survey in October 1999..
 MF1262
 MF1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1262.The vertical order pertains to the NGVD 29 superseded value.
 MF1262
 MF1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1262
 MF1262.The geoid height was determined by GEOID03.
 MF1262
 MF1262;                    North         East     Units Scale Factor Converg.
 MF1262;SPC IL E     -   544,794.456   235,154.129   MT  1.00002673   -0 30 57.4
 MF1262;SPC IL E     - 1,787,379.81    771,501.50   sFT  1.00002673   -0 30 57.4
 MF1262;SPC IL W     -   545,022.476   788,056.169   MT  1.00003656   +0 42 02.3
 MF1262;SPC IL W     - 1,788,127.91  2,585,480.95   sFT  1.00003656   +0 42 02.3
 MF1262;UTM  16      - 4,604,345.578   324,012.527   MT  0.99998115   -1 24 03.6
 MF1262
 MF1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1262!SPC IL E     -   0.99996798  x   1.00002673  =   0.99999471
 MF1262!SPC IL W     -   0.99996798  x   1.00003656  =   1.00000454
 MF1262!UTM  16      -   0.99996798  x   0.99998115  =   0.99994913
 MF1262
 MF1262:                Primary Azimuth Mark                     Grid Az
 MF1262:SPC IL E     -  KANKAKEE                                 018 39 27.7
 MF1262:SPC IL W     -  KANKAKEE                                 017 26 28.0
 MF1262:UTM  16      -  KANKAKEE                                 019 32 33.9
 MF1262
 MF1262|---------------------------------------------------------------------|
 MF1262| PID    Reference Object                     Distance      Geod. Az  |
 MF1262|                                                           dddmmss.s |
 MF1262| MF0614 KANKAKEE                            APPROX. 1.6 KM 0180830.3 |
 MF1262| MF0619 KENDALL RM                           10.710 METERS 34953     |
 MF1262|---------------------------------------------------------------------|
 MF1262
 MF1262                          SUPERSEDED SURVEY CONTROL
 MF1262
 MF1262  NAD 83(1997)-  41 34 17.13491(N)    089 06 39.01588(W) AD(       ) 2
 MF1262  NAD 83(1986)-  41 34 17.14107(N)    089 06 39.02269(W) AD(       ) 2
 MF1262  NGVD 29 (03/28/06)  237.17   (m)          778.1    (f) RESET       3  
 MF1262
 MF1262.Superseded values are not recommended for survey control.
 MF1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1262.See file dsdata.txt to determine how the superseded data were derived.
 MF1262
 MF1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2401304346(NAD 83)
 MF1262_MARKER: DS = TRIANGULATION STATION DISK
 MF1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1262_STAMPING: KENDALL 1920 1975
 MF1262_PROJECTION: FLUSH
 MF1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1262+STABILITY: SURFACE MOTION
 MF1262
 MF1262  HISTORY     - Date     Condition        Report By
 MF1262  HISTORY     - 1975     MONUMENTED       NGS
 MF1262  HISTORY     - 1975     SEE DESCRIPTION  NGS
 MF1262  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1262
 MF1262                          STATION DESCRIPTION
 MF1262
 MF1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MF1262'1.0 MI NORTH FROM MENDOTA.
 MF1262'1.0 MILE NORTH OF MENDOTA, ALONG THE WEST SIDE OF THE CHICAGO,
 MF1262'MILWAUKEE AND ST. PAUL RAILROAD TRACKS, AT THE CENTER OF THE FIRST CUT
 MF1262'NORTH OF MENDOTA, FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND 34, GO
 MF1262'EAST ON HIGHWAY 34 FOR 1.35 MILE TO 1ST AVENUE, THENCE NORTH ALONG 1ST
 MF1262'AVENUE FOR 1.1 MILE, THENCE ACROSS OPEN FIELD FOR ABOUT 600 FEET, 52
 MF1262'FEET SOUTH OF CENTERLINE OF FIELD ENTRANCE WEST, 36 FEET WEST OF THE
 MF1262'WEST RAIL OF THE RAILROAD TRACKS, AAD 12 FEET EAST OF FENCELINE.
 MF1262'THE MARK IS 1 FT  E FROM A WITNESS POST.
 MF1262'THE MARK IS 10 FT ABOVE TRACKS.
 MF1262
 MF1262                          STATION RECOVERY (1975)
 MF1262
 MF1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MF1262'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 MF1262'REFERENCE MARK WAS RECOVERED AND WAS LOOSE IN THE GROUND.  THE
 MF1262'REFERENCE MARK WAS RE-INFORCED.  THE STATION WAS NOT OCCUPIED AT
 MF1262'THIS TIME AS THERE WAS NO OBJECT VISIBLE.  IT IS 52 FEET SOUTH OF
 MF1262'THE CENTERLINE OF A FIELD ENTRANCE TO THE WEST, 36 FEET WEST OF
 MF1262'THE WEST RAIL OF THE RAILROAD, 12 FEET EAST OF A FENCELINE AND 1
 MF1262'FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 MF1262'DISK IS STAMPED KENDALL 1920 1975.
 MF1262'
 MF1262'THE REFERENCE MARK IS 47 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 MF1262'TRACK, 19 FEET SOUTH OF THE CENTERLINE OF THE FIELD ENTRANCE
 MF1262'ROAD, 1.6 FEET EAST OF THE FENCELINE AND 1 FOOT NORTH OF A METAL
 MF1262'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 MF1262'STAMPED KENDALL 1920.
 MF1262'
 MF1262'THE DISTANCE TO THE REFERENCE MARK WAS SHORTER BY 0.72 FOOT.
 MF1262'LEVELS WERE RAN TO THE NEW STATION SURFACE DISK.
 MF1262'
 MF1262'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 51
 MF1262'AT THE WEST EDGE OF MENDOTA, GO EAST ON HIGHWAY 34 FOR 1.35 MILES
 MF1262'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON 1 ST AVENUE FOR
 MF1262'1.1 MILES TO A LARGE HOUSE ON THE RIGHT.  FROM HERE PACK WEST
 MF1262'ACROSS FIELD FOR ABOUT 600 FEET TO THE CUT IN THE RAILROAD TRACK
 MF1262'LINE AND STATION AS DESCRIBED.
 MF1262'
 MF1262'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 MF1262'MENDOTA.
 MF1262
 MF1262                          STATION RECOVERY (2002)
 MF1262
 MF1262'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1262'STATION DESIGNATION PER DATA SHEET IS
 MF1262'KENDALL 1920 1975
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0131 ***********************************************************************
 NG0131  DESIGNATION -  KENILWORTH
 NG0131  PID         -  NG0131
 NG0131  STATE/COUNTY-  IL/COOK
 NG0131  USGS QUAD   -  EVANSTON (1995)
 NG0131
 NG0131                         *CURRENT SURVEY CONTROL
 NG0131  ___________________________________________________________________
 NG0131* NAD 83(1986)-  42 05 09.     (N)    087 43 02.     (W)     SCALED    
 NG0131* NAVD 88     -       187.340  (meters)     614.63   (feet)  ADJUSTED  
 NG0131  ___________________________________________________________________
 NG0131  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NG0131  DYNAMIC HT  -         187.280 (meters)     614.43  (feet)  COMP
 NG0131  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 NG0131
 NG0131  VERT ORDER  -  FIRST     CLASS 0
 NG0131
 NG0131.The horizontal coordinates were scaled from a topographic map and have
 NG0131.an estimated accuracy of +/- 6 seconds.
 NG0131
 NG0131.The orthometric height was determined by differential leveling
 NG0131.and adjusted by the National Geodetic Survey in June 1991..
 NG0131
 NG0131.The geoid height was determined by GEOID03.
 NG0131
 NG0131.The dynamic height is computed by dividing the NAVD 88
 NG0131.geopotential number by the normal gravity value computed on the
 NG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0131.degrees latitude (g = 980.6199 gals.).
 NG0131
 NG0131.The modeled gravity was interpolated from observed gravity values.
 NG0131
 NG0131;                    North         East    Units  Estimated Accuracy
 NG0131;SPC IL E     -   601,820.      350,980.      MT  (+/- 180 meters Scaled)
 NG0131
 NG0131                          SUPERSEDED SURVEY CONTROL
 NG0131
 NG0131  NGVD 29 (??/??/92)  187.426  (m)          614.91   (f) ADJ UNCH    1 0
 NG0131
 NG0131.Superseded values are not recommended for survey control.
 NG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0131.See file dsdata.txt to determine how the superseded data were derived.
 NG0131
 NG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM406595(NAD 83)
 NG0131_MARKER: DS = TRIANGULATION STATION DISK
 NG0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0131_STAMPING: KENILWORTH 1934 614.831
 NG0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0131+STABILITY: SURFACE MOTION
 NG0131
 NG0131  HISTORY     - Date     Condition        Report By
 NG0131  HISTORY     - 1934     MONUMENTED       CGS
 NG0131  HISTORY     - 1973     GOOD             NGS
 NG0131  HISTORY     - 1987     GOOD             USPSQD
 NG0131  HISTORY     - 19991126 GOOD             USPSQD
 NG0131  HISTORY     - 20011110 GOOD             USPSQD
 NG0131  HISTORY     - 20031027 GOOD             USPSQD
 NG0131
 NG0131                          STATION DESCRIPTION
 NG0131
 NG0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0131'AT KENILWORTH.
 NG0131'AT THE JUNCTION OF GREEN BAY ROAD AND PARK DRIVE, 25.8 FEET
 NG0131'WEST OF THE WEST CORNER OF THE CONCRETE FOUNDATION TO A TRAFFIC
 NG0131'SIGNAL BOX, 21.0 FEET SOUTHEAST OF A TRAFFIC SIGNAL, 16.7 FEET
 NG0131'SOUTH OF THE SOUTH CURB OF PARK DRIVE, 1.8 FEET SOUTHWEST OF
 NG0131'THE SOUTHWEST SIDEWALK, IN NORTH CORNER OF SMALL GRASSED AREA
 NG0131'UNDER HEDGE BUSH.  A C AND GS DISK IN THE TOP OF A CONCRETE
 NG0131'POST PROJECTING 5/10 FOOT AND ABOUT LEVEL WITH THE STREET.
 NG0131'SEC 28, T 42 N, R 13 E.
 NG0131
 NG0131                          STATION RECOVERY (1987)
 NG0131
 NG0131'RECOVERY NOTE BY US POWER SQUADRON 1987 (MLG)
 NG0131'RECOVERED IN GOOD CONDITION.
 NG0131
 NG0131                          STATION RECOVERY (1999)
 NG0131
 NG0131'RECOVERY NOTE BY US POWER SQUADRON 1999
 NG0131'RECOVERED IN GOOD CONDITION.
 NG0131
 NG0131                          STATION RECOVERY (2001)
 NG0131
 NG0131'RECOVERY NOTE BY US POWER SQUADRON 2001 (EFU)
 NG0131'RECOVERED AS DESCRIBED.
 NG0131'COORDINATES BY GPS. L 42 DEGREES 05.65'N LO 087 DEGREES 43.037'W.
 NG0131
 NG0131                          STATION RECOVERY (2003)
 NG0131
 NG0131'RECOVERY NOTE BY US POWER SQUADRON 2003 (EFU)
 NG0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3009 ***********************************************************************
 ME3009  DESIGNATION -  KENNEDY SCHOOL FOR CHILDREN TK
 ME3009  PID         -  ME3009
 ME3009  STATE/COUNTY-  IL/COOK
 ME3009  USGS QUAD   -  SAG BRIDGE (1997)
 ME3009
 ME3009                         *CURRENT SURVEY CONTROL
 ME3009  ___________________________________________________________________
 ME3009* NAD 83(1997)-  41 40 07.70149(N)    087 53 46.33142(W)     ADJUSTED  
 ME3009* NAVD 88     -                                                        
 ME3009  ___________________________________________________________________
 ME3009  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 ME3009  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 ME3009
 ME3009  HORZ ORDER  -  THIRD
 ME3009
 ME3009.The horizontal coordinates were established by classical geodetic methods
 ME3009.and adjusted by the National Geodetic Survey in October 1999..
 ME3009
 ME3009
 ME3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3009
 ME3009.The geoid height was determined by GEOID03.
 ME3009
 ME3009;                    North         East     Units Scale Factor Converg.
 ME3009;SPC IL E     -   555,410.107   336,402.887   MT  0.99999130   +0 17 26.2
 ME3009;SPC IL E     - 1,822,207.99  1,103,681.81   sFT  0.99999130   +0 17 26.2
 ME3009;UTM  16      - 4,613,393.122   425,394.605   MT  0.99966849   -0 35 45.0
 ME3009
 ME3009                          SUPERSEDED SURVEY CONTROL
 ME3009
 ME3009  NAD 83(1997)-  41 40 07.70161(N)    087 53 46.33183(W) AD(       ) 4
 ME3009  NAD 83(1997)-  41 40 07.70472(N)    087 53 46.33831(W) AD(       ) 4
 ME3009  NAD 83(1986)-  41 40 07.70486(N)    087 53 46.33812(W) AD(       ) 4
 ME3009  NAD 27      -  41 40 07.59200(N)    087 53 46.13400(W) AD(       ) 3
 ME3009
 ME3009.Superseded values are not recommended for survey control.
 ME3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3009.See file dsdata.txt to determine how the superseded data were derived.
 ME3009
 ME3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2539513393(NAD 83)
 ME3009_MARKER: 53 = ELEVATED TANK
 ME3009
 ME3009  HISTORY     - Date     Condition        Report By
 ME3009  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3009  HISTORY     - 1978     GOOD             NGS
 ME3009  HISTORY     - 19820505 GOOD             NGS
 ME3009  HISTORY     - 1987     GOOD             USPSQD
 ME3009  HISTORY     - 20050115 MARK NOT FOUND   GEOCAC
 ME3009
 ME3009                          STATION DESCRIPTION
 ME3009
 ME3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3009'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 ME3009'THE LT. JOSEPH P.
 ME3009'KENNEDY SCHOOL OPERATED BY THE SISTERS OF ST. FRANCIS LOCATED 0.25
 ME3009'MILE NORTHWEST OF THE INTERSECTION
 ME3009'OF WOLF ROAD AND MCCARTHY ROAD ABOUT 5-1/2 MILES
 ME3009'EAST OF LEMONT AND ABOUT 4-1/2 MILES SOUTHWEST OF
 ME3009'WILLOW SPRINGS.  IT IS A SPHERICAL
 ME3009'STEEL TANK SUPPORTED BY A SINGLE STEEL PEDESTAL AND IS PAINTED
 ME3009'SILVER.  THE HEIGHT IS ABOUT 125
 ME3009'FEET.
 ME3009
 ME3009                          STATION RECOVERY (1978)
 ME3009
 ME3009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (ARB)
 ME3009'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME3009'
 ME3009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 ME3009'SOUTHWEST OF WILLOW SPRINGS.
 ME3009
 ME3009                          STATION RECOVERY (1982)
 ME3009
 ME3009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 ME3009'THE STATION WAS RECOVERED IN GOOD CONDITION AND USED AS INITIAL WHILE
 ME3009'OCCUPYING TRIANGULATION STATION WOLF 1956.  THERE WAS NO DESCRIPTION
 ME3009'AVAILABLE TO COMPARE FOR THIS STTAION.
 ME3009
 ME3009                          STATION RECOVERY (1987)
 ME3009
 ME3009'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3009'RECOVERED IN GOOD CONDITION.
 ME3009
 ME3009                          STATION RECOVERY (2005)
 ME3009
 ME3009'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME3009'MARK SHOULD BE CONSIDERED DESTROYED.  THE SCHOOL NO LONGER EXISTS IN
 ME3009'THE DESCRIBED LOCATION AND A NEW SUBDIVISION IS IN ITS PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1376 ***********************************************************************
 MF1376  DESIGNATION -  KENTLAND
 MF1376  PID         -  MF1376
 MF1376  STATE/COUNTY-  IL/KENDALL
 MF1376  USGS QUAD   -  PLATTVILLE (1993)
 MF1376
 MF1376                         *CURRENT SURVEY CONTROL
 MF1376  ___________________________________________________________________
 MF1376* NAD 83(1997)-  41 32 48.34895(N)    088 26 04.15467(W)     ADJUSTED  
 MF1376* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 MF1376  ___________________________________________________________________
 MF1376  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 MF1376  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1376
 MF1376  HORZ ORDER  -  THIRD
 MF1376
 MF1376.The horizontal coordinates were established by classical geodetic methods
 MF1376.and adjusted by the National Geodetic Survey in October 1999..
 MF1376
 MF1376.The orthometric height was scaled from a topographic map.
 MF1376
 MF1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1376
 MF1376.The geoid height was determined by GEOID03.
 MF1376
 MF1376;                    North         East     Units Scale Factor Converg.
 MF1376;SPC IL E     -   541,768.347   291,560.311   MT  0.99997588   -0 04 01.5
 MF1376;SPC IL E     - 1,777,451.65    956,560.79   sFT  0.99997588   -0 04 01.5
 MF1376;UTM  16      - 4,600,449.335   380,358.347   MT  0.99977615   -0 57 05.4
 MF1376
 MF1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1376!SPC IL E     -   0.99997288  x   0.99997588  =   0.99994876
 MF1376!UTM  16      -   0.99997288  x   0.99977615  =   0.99974903
 MF1376
 MF1376|---------------------------------------------------------------------|
 MF1376| PID    Reference Object                     Distance      Geod. Az  |
 MF1376|                                                           dddmmss.s |
 MF1376| CI7646 KENTLAND RM 1                        22.170 METERS 06827     |
 MF1376| CI7645 KENTLAND AZ MK                                     2634106.0 |
 MF1376| CI7647 KENTLAND RM 2                        26.075 METERS 35223     |
 MF1376|---------------------------------------------------------------------|
 MF1376
 MF1376                          SUPERSEDED SURVEY CONTROL
 MF1376
 MF1376  NAD 83(1997)-  41 32 48.35344(N)    088 26 04.16130(W) AD(       ) 3
 MF1376  NAD 83(1986)-  41 32 48.35219(N)    088 26 04.16458(W) AD(       ) 3
 MF1376  NAD 27      -  41 32 48.24820(N)    088 26 03.90950(W) AD(       ) 3
 MF1376
 MF1376.Superseded values are not recommended for survey control.
 MF1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1376.See file dsdata.txt to determine how the superseded data were derived.
 MF1376
 MF1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8035800449(NAD 83)
 MF1376_MARKER: DS = TRIANGULATION STATION DISK
 MF1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1376
 MF1376  HISTORY     - Date     Condition        Report By
 MF1376  HISTORY     - 1956     MONUMENTED       CGS
 MF1376  HISTORY     - 1958     GOOD             CGS
 MF1376  HISTORY     - 1967     GOOD             CGS
 MF1376  HISTORY     - 1972     GOOD             LOCSUR
 MF1376  HISTORY     - 20010331 GOOD             NGS
 MF1376  HISTORY     - 20020430 MARK NOT FOUND   USPSQD
 MF1376
 MF1376                          STATION DESCRIPTION
 MF1376
 MF1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1376'THE STATION IS ABOUT 7 MILES EAST OF NEWARK, 6-1/2 MILES SOUTH
 MF1376'OF YORKVILLE AND 1.4 MILES NORTH OF LISBON CENTER.  IT IS ON
 MF1376'PROPERTY OWNED BY THE FARMERS ELEVATOR COMPANY.  IT IS 154
 MF1376'FEET WEST OF THE CENTER OF STATE HIGHWAY 47, 104 FEET NORTHEAST
 MF1376'OF THE NORTHEAST CORNER OF A TWO STORY FRAME HOUSE AND 49
 MF1376'FEET NORTHWEST OF THE NORTHWEST CORNER OF AN IMPLEMENT SHED.
 MF1376'THE MARK IS FLUSH AND THE DISK IS STAMPED KENTLAND 1956.
 MF1376'
 MF1376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52
 MF1376'AND STATE HIGHWAY 47 ABOUT 9 MILES SOUTH OF YORKVILLE, GO
 MF1376'NORTH ON STATE HIGHWAY 47 FOR 2.4 MILES TO A GRAIN ELEVATOR
 MF1376'ON THE LEFT AND A PAVED ROAD LEFT.  TURN LEFT AND GO WEST
 MF1376'FOR ABOUT 100 FEET TO A GRAVELED DRIVE RIGHT.  TURN RIGHT AND
 MF1376'GO NORTH TO THE END OF THE DRIVEWAY AND THE STATION AS
 MF1376'DESCRIBED.
 MF1376'
 MF1376'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 MF1376'PAVED ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 MF1376'
 MF1376'REFERENCE MARK 1 IS 86 FEET WEST OF THE CENTER OF STATE HIGHWAY
 MF1376'47, 55 FEET NORTH OF THE NORTHEAST CORNER OF THE IMPLEMENT
 MF1376'SHED AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS
 MF1376'FLUSH AND THE DISK IS STAMPED KENTLAND NO 1 1956.
 MF1376'
 MF1376'REFERENCE MARK 2 IS 123 FEET NORTHWEST OF THE NORTHWEST CORNER
 MF1376'OF THE IMPLEMENT SHED, 46 FEET NORTH OF A FENCE CORNER AND
 MF1376'43 FEET SOUTH OF A FENCE CORNER.  THE MARK IS FLUSH AND THE
 MF1376'DISK IS STAMPED KENTLAND NO 2 1956.
 MF1376'
 MF1376'THE AZIMUTH MARK IS 35 FEET NORTH OF THE CENTER OF A PAVED
 MF1376'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT EAST OF
 MF1376'A POWERLINE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 MF1376'IS STAMPED KENTLAND 1956.
 MF1376'
 MF1376'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1376
 MF1376                          STATION RECOVERY (1958)
 MF1376
 MF1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MF1376'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD
 MF1376'CONDITION.
 MF1376'
 MF1376'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED AND
 MF1376'VERIFIED.
 MF1376'
 MF1376'DESCRIPTION ADEQUATE AND CORRECT.
 MF1376
 MF1376                          STATION RECOVERY (1967)
 MF1376
 MF1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1376'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 MF1376'DESCRIPTION IS GOOD.
 MF1376'
 MF1376'THE AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 MF1376
 MF1376                          STATION RECOVERY (1972)
 MF1376
 MF1376'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1376'ALL MARKS RECOVERED GOOD CONDITION AS DESCRIBED.
 MF1376'
 MF1376'HORIZONTAL GEODETIC DISTANCE TO AZ MK. = 1776.71 FT (MEASURED
 MF1376'WITH LASER RANGER AS PART OF A TRAVERSE FROM KENTLAND TO
 MF1376'LISBON)
 MF1376
 MF1376                          STATION RECOVERY (2001)
 MF1376
 MF1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1376'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1376
 MF1376                          STATION RECOVERY (2002)
 MF1376
 MF1376'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEG)
 MF1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0680 ***********************************************************************
 LC0680  DESIGNATION -  KERRICK RESET
 LC0680  PID         -  LC0680
 LC0680  STATE/COUNTY-  IL/MCLEAN
 LC0680  USGS QUAD   -  NORMAL EAST (1981)
 LC0680
 LC0680                         *CURRENT SURVEY CONTROL
 LC0680  ___________________________________________________________________
 LC0680* NAD 83(1997)-  40 32 27.72991(N)    088 59 13.46610(W)     ADJUSTED  
 LC0680* NAVD 88     -       266.20   (+/-2cm)     873.4    (feet)  VERTCON   
 LC0680  ___________________________________________________________________
 LC0680  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LC0680  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0680
 LC0680  HORZ ORDER  -  SECOND
 LC0680  VERT ORDER  -  THIRD ? (See Below)
 LC0680
 LC0680.The horizontal coordinates were established by classical geodetic methods
 LC0680.and adjusted by the National Geodetic Survey in October 1999..
 LC0680
 LC0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC0680.The vertical order pertains to the NGVD 29 superseded value.
 LC0680
 LC0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0680
 LC0680.The geoid height was determined by GEOID03.
 LC0680
 LC0680;                    North         East     Units Scale Factor Converg.
 LC0680;SPC IL E     -   430,280.738   244,618.849   MT  1.00001274   -0 25 29.8
 LC0680;SPC IL E     - 1,411,679.39    802,553.67   sFT  1.00001274   -0 25 29.8
 LC0680;UTM  16      - 4,489,706.820   331,724.902   MT  0.99994856   -1 17 30.8
 LC0680
 LC0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0680!SPC IL E     -   0.99996327  x   1.00001274  =   0.99997601
 LC0680!UTM  16      -   0.99996327  x   0.99994856  =   0.99991183
 LC0680
 LC0680:                Primary Azimuth Mark                     Grid Az
 LC0680:SPC IL E     -  BLOOMINGTON RAD STA WJBC MAST            192 10 40.3
 LC0680:UTM  16      -  BLOOMINGTON RAD STA WJBC MAST            193 02 41.3
 LC0680
 LC0680|---------------------------------------------------------------------|
 LC0680| PID    Reference Object                     Distance      Geod. Az  |
 LC0680|                                                           dddmmss.s |
 LC0680| LC1905 BLOOMINGTON RAD STA WJBC MAST       APPROX.10.3 KM 1914510.5 |
 LC0680| LC1907 BLOOMINGTON RALSTON PURINA TK       APPROX. 7.6 KM 2001103.1 |
 LC0680| LC0995 PICKETT                             APPROX. 2.7 KM 2474903.3 |
 LC0680| LC0679 KERRICK RM 1                         24.061 METERS 27232     |
 LC0680| LC0678 KERRICK RM 2                         41.958 METERS 32053     |
 LC0680| LC0677 J 172                                              3593139.1 |
 LC0680|---------------------------------------------------------------------|
 LC0680
 LC0680                          SUPERSEDED SURVEY CONTROL
 LC0680
 LC0680  NAD 83(1986)-  40 32 27.74408(N)    088 59 13.46605(W) AD(       ) 2
 LC0680  NAD 27      -  40 32 27.61560(N)    088 59 13.19560(W) AD(       ) 2
 LC0680  NGVD 29 (07/19/86)  266.25   (m)          873.5    (f) LEVELING    3  
 LC0680
 LC0680.Superseded values are not recommended for survey control.
 LC0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0680.See file dsdata.txt to determine how the superseded data were derived.
 LC0680
 LC0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3172589707(NAD 83)
 LC0680_MARKER: DS = TRIANGULATION STATION DISK
 LC0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0680_STAMPING: KERRICK 1920 1959
 LC0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0680+STABILITY: SURFACE MOTION
 LC0680
 LC0680  HISTORY     - Date     Condition        Report By
 LC0680  HISTORY     - 1920     MONUMENTED       CGS
 LC0680  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LC0680  HISTORY     - 1959     GOOD             CGS
 LC0680  HISTORY     - 1969     GOOD             CGS
 LC0680  HISTORY     - 1969     GOOD             NGS
 LC0680  HISTORY     - 1972     GOOD             ILDT
 LC0680
 LC0680                          STATION DESCRIPTION
 LC0680
 LC0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 LC0680'STATION IS ABOUT 1 MILE S OF KERRICK, ON THE W SIDE OF THE
 LC0680'ILLINOIS CENTRAL RAILROAD TRACK, 1/4 MILE S OF THE FIRST
 LC0680'ROAD CROSSING S OF KERRICK, ON THE BANK OF A CUT, AND 4.86
 LC0680'METERS (15.94 FEET) W OF THE W AND NEAREST RAIL.  THE SURFACE,
 LC0680'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LC0680'SET IN CONCRETE.
 LC0680'THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK, NEAR
 LC0680'THE FENCE LINE, 23.94 METERS (78.54 FEET) FROM THE STATION,
 LC0680'N 87 DEG 33 MIN W.  THE ELEVATION OF THE STATION MARK
 LC0680'IS 266.444 METERS (874.158 FEET) AND OF THE REFERENCE MARK
 LC0680'266.178 METERS (873.286 FEET).
 LC0680
 LC0680                          STATION RECOVERY (1959)
 LC0680
 LC0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0680'THE UNDERGROUND STATION MARK AND REFERENCE MARK WERE RECOVERED.
 LC0680'THE TOP STATION MARK HAD BEEN DESTROYED AND A NEW MARK WAS
 LC0680'SET.  THE REFERENCE MARK WAS LOOSE AND WAS REINFORCED.  R.M.
 LC0680'NO. 2 WAS SET.
 LC0680'
 LC0680'A COMPLETE NEW DESCRIPTION FOLLOWS--
 LC0680'
 LC0680'STATION IS ABOUT 2-1/2 MILES NORTH OF NORMAL, ABOUT 4-1/2
 LC0680'MILES SOUTH OF HUDSON AND ABOUT 1/2 MILE EAST OF U.S. HIGHWAY
 LC0680'NO. 51.
 LC0680'
 LC0680'TO REACH FROM NORMAL, FROM THE JUNCTION OF U.S. HIGHWAY 51 AND 66
 LC0680'(BUSINES ROUTE), GO NORTH ON U.S. HIGHWAY 51 FOR 2.3 MILES
 LC0680'TO CROSSROADS, TURN RIGHT AND GO EAST FOR 0.5 MILE TO RAILROAD
 LC0680'CROSSING, (AZIMUTH MARK IS EAST OF RAILROAD TRACK ABOUT 50
 LC0680'YARDS AT FENCE CORNER AS DESCRIBED), TURN RIGHT AND GO SOUTH
 LC0680'ON WEST SIDE OF TRACKS FOR 0.45 MILE TO STATION ON LEFT AS
 LC0680'DESCRIBED.
 LC0680'
 LC0680'STATION MARK, A STANDARD DISK STAMPED KERRICK 1920, IS SET
 LC0680'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 LC0680'INCHES.  THE MARK IS 81 FEET EAST OF FENCE, 16 FEET WEST OF
 LC0680'WEST RAIL OF RAILROAD TRACK AND 3 FEET NORTH OF WITNESS POST.
 LC0680'
 LC0680'REFERENCE MARK, A STANDARD DISK STAMPED KERRICK 1920, IS SET
 LC0680'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 LC0680'THE MARK 100 FEET SOUTH OF FENCE CORNER AND 2.4 FEET EAST OF
 LC0680'FENCE.
 LC0680'
 LC0680'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED KERRICK NO.
 LC0680'2 1920 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0680'PROJECTS ABOUT 5 INCHES.  THE MARK IS 35 FEET NORTH-NORTHWEST
 LC0680'OF TELEPHONE POLE AND 3 FEET NORTH-NORTHEAST OF FENCE CORNER.
 LC0680'
 LC0680'AZIMUTH MARK, A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 LC0680'STAMPED S 172 1954, IS SET IN A 12 INCH ROUND CONCRETE POST
 LC0680'WHICH PROJECTS ABOUT 3 INCHES.  THE MARK IS 38 FEET SOUTH OF
 LC0680'CENTER OF DIRT ROAD, 14 FEET SOUTH OF NORTH END OF FENCE,
 LC0680'1.9 FEET WEST OF FENCE AND 1.3 FEET WEST OF WITNESS POST.
 LC0680
 LC0680                          STATION RECOVERY (1959)
 LC0680
 LC0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC0680'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 LC0680'MARK WERE RECOVERED IN GOOD CONDITION.  DISTANCES AND DIRECTIONS
 LC0680'TO REFERENCE MARKS CHECKED, BUT NO CHECK WAS TAKEN ON THE
 LC0680'DIRECTION TO THE AZIMUTH MARK.
 LC0680'
 LC0680'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF HUDSON, ABOUT 2
 LC0680'MILES NORTH OF NORMAL, IN THE NORTHEAST 1/4 OF SEC. 16, T.
 LC0680'24 N., R. 2 E., AND ON RAILROAD PROPERTY.  IT IS A STANDARD
 LC0680'DISK, STAMPED KERRICK 1920 1959, SET IN A CONCRETE MONUMENT.
 LC0680'IT IS 104 FEET SOUTHEAST OF A TELEPHONE POLE WITH A TRIANGULAR
 LC0680'BLAZE ON ITS EAST SIDE, 16 FEET WEST OF THE WEST RAIL OF THE
 LC0680'RAILROAD TRACKS AND 3 FEET NORTH OF A WITNESS POST.  THE
 LC0680'MONUMENT PROJECTS ABOUT 3 INCHES.
 LC0680'
 LC0680'REFERENCE MARK NO. 1 IS 100 FEET SOUTH OF A T-FENCE CORNER,
 LC0680'94 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 73
 LC0680'FEET SOUTH OF THE TELEPHONE POLE WITH A TRIANGULAR BLAZE
 LC0680'ON ITS EAST SIDE, AND 3 FEET EAST OF A WIRE FENCE.  IT IS A
 LC0680'STANDARD DISK, STAMPED KERRICK 1920, SET IN A CONCRETE MONUMENT
 LC0680'PROJECTING 2 INCHES.
 LC0680'
 LC0680'REFERENCE MARK NO. 2 IS 35 FEET NORTHWEST OF THE TELEPHONE
 LC0680'POLE WITH A TRIANGULAR BLAZE ON ITS EAST SIDE, 4 FEET NORTH
 LC0680'OF A T-FENCE CORNER, AND 1 FOOT EAST OF A WIRE FENCE.  IT IS
 LC0680'A STANDARD DISK, STAMPED KERRICK NO 2 1920 1959, SET IN A
 LC0680'CONCRETE MONUMENT PROJECTING 4 INCHES.
 LC0680'
 LC0680'THE AZIMUTH MARK IS A STANDARD USC AND GS BENCH MARK DISK,
 LC0680'STAMPED J 172 1954, SET IN A CONCRETE MONUMENT PROJECTING 3
 LC0680'INCHES.  IT IS 96 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LC0680'TRACKS, 38 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 13
 LC0680'FEET SOUTH OF A FENCE CORNER AND 2 FEET WEST OF A WIRE FENCE.
 LC0680'
 LC0680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 LC0680'AND U.S. HIGHWAY 66 (BUSINESS ROUTE) IN NORMAL, GO NORTH ON
 LC0680'U.S. HIGHWAY 51 FOR 2.2 MILES.  TO A CROSSROAD.  TURN RIGHT
 LC0680'ON A DIRT ROAD AND GO EAST FOR 0.5 MILES TO A TRACK ROAD
 LC0680'RIGHT JUST BEFORE REACHING RAILROAD TRACKS AND BENCH MARK
 LC0680'J 172 EAST OF THE RAILROAD TRACKS NEAR A FENCE CORNER AS
 LC0680'DESCRIBED.  TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR 0.45
 LC0680'MILES TRIANGULAR BLAZED TELEPHONE POLE AND STATION AS
 LC0680'DESCRIBED.
 LC0680
 LC0680                          STATION RECOVERY (1969)
 LC0680
 LC0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 LC0680'THE STATION MARK, STAMPED KERRICK 1920 1959 IS ABOUT 2.3
 LC0680'MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 LC0680'STATION AT NORMAL, IN SECTION 16, T 24 N, R 2 E, 0.2 MILE
 LC0680'NORTH OF A RAILROAD UNDERPASS FOR INTERSTATE HIGHWAY 55,
 LC0680'0.4 MILE SOUTH OF A CROSSING OF THE RAILROAD AND A PAVED
 LC0680'ROAD, 17 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 137.66
 LC0680'FEET SOUTHEAST OF R.M. 2, 78.94 FEET EAST OF R.M. 1, 1.0
 LC0680'FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 LC0680'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LC0680'WHICH IS SET IN THE CENTER OF A MOUND OF DIRT AND WHICH
 LC0680'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE MOUND.
 LC0680'
 LC0680'R.M. 1, STAMPED KERRICK 1920 IS 78.94 FEET WEST OF THE STATION
 LC0680'MARK, 95-1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 LC0680'58 FEET NORTH OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE,
 LC0680'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 LC0680'TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE
 LC0680'OF THE GROUND.
 LC0680'
 LC0680'R.M. 2 STAMPED, KERRICK NO 2 1920 IS 137.66 FEET NORTHWEST OF
 LC0680'THE STATION MARK, 96 FEET WEST OF THE WEST RAIL, 34-1/2 FEET
 LC0680'NORTH-NORTHWEST OF A TELEPHONE POLE, 3 FEET NORTH-NORTHEAST
 LC0680'OF A CORNER FENCE POST, 1-1/2 FEET EAST OF A FENCE, ABOUT
 LC0680'3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF
 LC0680'A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF
 LC0680'THE GROUND.
 LC0680'
 LC0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES
 LC0680'NORTH
 LC0680
 LC0680                          STATION RECOVERY (1969)
 LC0680
 LC0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0680'2.3 MI N FROM NORMAL.
 LC0680'ABOUT 2.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0680'THE STATION AT NORMAL, 0.2 MILE NORTH OF A RAILROAD UNDERPASS
 LC0680'FOR INTERSTATE HIGHWAY 55, 0.4 MILE SOUTH OF A CROSSING OF THE
 LC0680'RAILROAD AND A PAVED ROAD, 17 FEET WEST OF THE WEST RAIL OF THE
 LC0680'MAIN TRACK, 137.66 FEET SOUTHEAST OF KERRICK RM 2, 78.94 FEET
 LC0680'EAST OF KERRICK RM 1, 1.0 FOOT WEST OF A METAL WITNESS POST, AND
 LC0680'SET IN THE TOP OF A CONCRETE POST WHICH IS SET IN THE CENTER OF
 LC0680'A MOUND OF DIRT AND WHICH PROJECTS 10 INCHES ABOVE THE SURFACE
 LC0680'OF THE MOUND.  SEC 16, T24N, R2E.  NOTE-- THE MARK IS LEANING
 LC0680'TO THE NORTHEAST BUT IS STILL SOLID.  THE MARK IS ALSO 3 FEET
 LC0680'ABOVE THE LEVEL OF THE TRACK.
 LC0680
 LC0680                          STATION RECOVERY (1972)
 LC0680
 LC0680'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972 (RIL)
 LC0680'KERRICK 1920, 1959-GOOD
 LC0680'
 LC0680'KERRICK 1920-GOOD
 LC0680'
 LC0680'KERRICK NO. 2, 1920, 1959-GOOD
 LC0680'
 LC0680'J 172-DESTROYED (AZI)
 LC0680'
 LC0680'ALL MARKS RECOVERED AS DESCRIBED.
 LC0680'
 LC0680'BM-J172 DESTROYED BY UNDERGROUND PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0679 ***********************************************************************
 LC0679  DESIGNATION -  KERRICK RM 1
 LC0679  PID         -  LC0679
 LC0679  STATE/COUNTY-  IL/MCLEAN
 LC0679  USGS QUAD   -  NORMAL EAST (1981)
 LC0679
 LC0679                         *CURRENT SURVEY CONTROL
 LC0679  ___________________________________________________________________
 LC0679* NAD 83(1997)-  40 32 27.76442(N)    088 59 14.48757(W)     ADJUSTED  
 LC0679* NAVD 88     -       265.848  (meters)     872.20   (feet)  ADJUSTED  
 LC0679  ___________________________________________________________________
 LC0679  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LC0679  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0679  DYNAMIC HT  -         265.724 (meters)     871.80  (feet)  COMP
 LC0679  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 LC0679
 LC0679  HORZ ORDER  -  FIRST
 LC0679  VERT ORDER  -  FIRST     CLASS I
 LC0679
 LC0679.The horizontal coordinates were established by classical geodetic methods
 LC0679.and adjusted by the National Geodetic Survey in October 1999..
 LC0679
 LC0679.The orthometric height was determined by differential leveling
 LC0679.and adjusted by the National Geodetic Survey in June 1991..
 LC0679.WARNING-Repeat measurements at this control monument indicate possible
 LC0679.vertical movement.
 LC0679
 LC0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0679
 LC0679.The geoid height was determined by GEOID03.
 LC0679
 LC0679.The dynamic height is computed by dividing the NAVD 88
 LC0679.geopotential number by the normal gravity value computed on the
 LC0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0679.degrees latitude (g = 980.6199 gals.).
 LC0679
 LC0679.The modeled gravity was interpolated from observed gravity values.
 LC0679
 LC0679;                    North         East     Units Scale Factor Converg.
 LC0679;SPC IL E     -   430,281.981   244,594.820   MT  1.00001277   -0 25 30.4
 LC0679;SPC IL E     - 1,411,683.47    802,474.84   sFT  1.00001277   -0 25 30.4
 LC0679;UTM  16      - 4,489,708.426   331,700.896   MT  0.99994866   -1 17 31.5
 LC0679
 LC0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0679!SPC IL E     -   0.99996333  x   1.00001277  =   0.99997609
 LC0679!UTM  16      -   0.99996333  x   0.99994866  =   0.99991199
 LC0679
 LC0679:                Primary Azimuth Mark                     Grid Az
 LC0679:SPC IL E     -  J 172                                    002 07 59.9
 LC0679:UTM  16      -  J 172                                    003 00 01.0
 LC0679
 LC0679|---------------------------------------------------------------------|
 LC0679| PID    Reference Object                     Distance      Geod. Az  |
 LC0679|                                                           dddmmss.s |
 LC0679| LC0677 J 172                                              0014229.5 |
 LC0679| LC1853 EL PASO SINCLAIR PLINE CO MAST      APPROX.19.2 KM 0045627.9 |
 LC0679| LC1556 KERRICK RM 3                         21.150 METERS 09150     |
 LC0679| LC0680 KERRICK RESET                        24.061 METERS 09232     |
 LC0679| LC1907 BLOOMINGTON RALSTON PURINA TK       APPROX. 7.6 KM 2000037.9 |
 LC0679| LC0678 KERRICK RM 2                         31.590 METERS 35536     |
 LC0679|---------------------------------------------------------------------|
 LC0679
 LC0679                          SUPERSEDED SURVEY CONTROL
 LC0679
 LC0679  NAD 83(1986)-  40 32 27.77859(N)    088 59 14.48748(W) AD(       ) 1
 LC0679  NAD 27      -  40 32 27.65020(N)    088 59 14.21700(W) AD(       ) 1
 LC0679  NGVD 29 (??/??/92)  265.900  (m)          872.37   (f) ADJ UNCH    1 1
 LC0679
 LC0679.Superseded values are not recommended for survey control.
 LC0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0679.See file dsdata.txt to determine how the superseded data were derived.
 LC0679
 LC0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3170189708(NAD 83)
 LC0679_MARKER: DB = BENCH MARK DISK
 LC0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0679_STAMPING: KERRICK 1920
 LC0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0679+STABILITY: SURFACE MOTION
 LC0679
 LC0679  HISTORY     - Date     Condition        Report By
 LC0679  HISTORY     - 1959     MONUMENTED       CGS
 LC0679  HISTORY     - 1969     GOOD             NGS
 LC0679  HISTORY     - 1978     GOOD             NGS
 LC0679
 LC0679                          STATION DESCRIPTION
 LC0679
 LC0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC0679'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF HUDSON, ABOUT 2
 LC0679'MILES NORTH OF NORMAL, IN THE NORTHEAST 1/4 OF SEC. 16, T.
 LC0679'24 N., R. 2 E., AND ON RAILROAD PROPERTY.  IT IS 100 FEET
 LC0679'SOUTH OF A T-FENCE CORNER, 94 FEET WEST OF THE WEST RAIL OF
 LC0679'THE RAILROAD TRACK, 73 FEET SOUTH OF A TELEPHONE POLE WITH A
 LC0679'TRIANGULAR BLAZE ON ITS EAST SIDE AND 3 FEET EAST OF A WIRE
 LC0679'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 LC0679'KERRICK 1920.
 LC0679'
 LC0679'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51
 LC0679'AND U.S. HIGHWAY 66 (BUSINESS ROUTE) IN NORMAL, GO NORTH ON
 LC0679'U.S. HIGHWAY 51 FOR 2.2 MILES TO A CROSSROAD.  TURN RIGHT
 LC0679'AND GO EAST ON A DIRT ROAD FOR 0.5 MILE TO A TRACK ROAD
 LC0679'RIGHT JUST BEFORE REACHING A RAILROAD TRACK AND BENCH MARK
 LC0679'J 172 EAST OF THE RAILROAD TRACK NEAR A FENCE CORNER AS
 LC0679'DESCRIBED.  TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR
 LC0679'0.45 MILE TO THE TRIANGULAR BLAZED TELEPHONE POLE AND THE
 LC0679'STATION AS DESCRIBED.
 LC0679'
 LC0679'REFERENCE MARK 2 IS 35 FEET NORTHWEST OF THE TELEPHONE POLE
 LC0679'WITH THE TRIANGULAR BLAZE ON ITS EAST SIDE, 4 FEET NORTH OF A
 LC0679'T-FENCE CORNER AND 1 FOOT EAST OF A WIRE FENCE.  THE MONUMENT
 LC0679'PROJECTS 4 INCHES AND THE DISK IS STAMPED KERRICK NO 2 1920
 LC0679'1959.
 LC0679'
 LC0679'KERRICK 1920 1959 IS 104 FEET SOUTHEAST OF THE TELEPHONE
 LC0679'POLE WITH THE TRIANGULAR BLAZE ON ITS EAST SIDE, 16 FEET
 LC0679'WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND 3 FEET NORTH
 LC0679'OF A WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES AND THE
 LC0679'DISK IS STAMPED KERRICK 1920 1959.
 LC0679'
 LC0679'BENCH MARK J 172 IS 96 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 LC0679'TRACK, 38 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, 13
 LC0679'FEET SOUTH OF A FENCE CORNER AND 2 FEET WEST OF A WIRE FENCE.
 LC0679'IT IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED
 LC0679'J 172 1954 SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 LC0679'
 LC0679'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LC0679
 LC0679                          STATION RECOVERY (1969)
 LC0679
 LC0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0679'2.3 MI N FROM NORMAL.
 LC0679'ABOUT 2.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RIALROAD FROM
 LC0679'THE STATION AT NORMAL, 0.2 MILE NORTH OF A RAILROAD UNDERPASS
 LC0679'FOR INTERSTATE HIGHWAY 55, 0.4 MILE SOUTH OF A CROSSING OF THE
 LC0679'RAILROAD AND A PAVED ROAD, 95 1/2 FEET WEST OF THE WEST RAIL OF
 LC0679'THE MAIN TRACK, 58 FEET NORTH OF A TELEPHONE POLE, 78.94 FEET
 LC0679'WEST OF TRIANGULATION STATION KERRICK 1959, 2 FEET EAST OF A
 LC0679'FENCE, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 LC0679'TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE
 LC0679'OF THE GROUND.  SEC 16, T24N, R2E
 LC0679
 LC0679                          STATION RECOVERY (1978)
 LC0679
 LC0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LC0679'KERRICK RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION.  KERRICK 1920 1959
 LC0679'WAS NOT FOUND AND ASSUMED LOST.  BENCH MARK J 172 1954 WAS RECOVERED
 LC0679'DESTROYED WITH THE DISK MISSING.  KERRICK 1920 1959 PROJECTS TO A
 LC0679'LARGE PILE OF DIRT WHICH WAS PROBED FOR BUT NOTHING FOUND.  REFERENCE
 LC0679'MARK 3 WAS SET.  THE DISTANCE TO REFERENCE MARK 1 TO 2 WAS LONGER BY
 LC0679'0.03 FOOT LONGER BY THE 1959 DISTANCE.
 LC0679'
 LC0679'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 51 AND INTERSTATE HIGHWAY
 LC0679'55 AT THE NORTH EDGE OF NORMAL, GO NORTH ON HIGHWAY 51 FOR 0.55 MILE
 LC0679'TO A CROSSROAD.  TURN RIGHT, GO EAST FOR 0.4 MILE TO A SIDE ROAD
 LC0679'RIGHT.  TURN RIGHT, GO SOUTH FOR 0.2 MILE TO A WATER TANK AND END OF
 LC0679'TRUCK TRAVEL.  PACK SOUTHEAST TO RAILROAD TRACKS AND STATION AS
 LC0679'DESCRIBED.
 LC0679'
 LC0679'REFERENCE MARK 1 IS 100 FEET SOUTH OF A FENCE CORNER, 95 FEET WEST OF
 LC0679'THE WEST RAIL OF RAILROAD TRACKS, 3 FEET EAST OF FENCE AND 1 FOOT
 LC0679'NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 LC0679'DISK STAMPED KERRICK 1920.
 LC0679'
 LC0679'REFERENCE MARK 2 IS 94 FEET W OF W RAIL OF TRACKS, 4 FOOT N OF FENCE
 LC0679'CORNER AND 1 FOOT E OF FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 LC0679'STAMPED KERRICK NO 2 1920 1959.
 LC0679'
 LC0679'REFERENCE MARK 3 IS 73 FEET E OF FENCE AND 26.0 FEET W OF W RAIL OF
 LC0679'RAILROAD LINE.  THE MARK IS FLUSH AND THE DISK STAMPED KERRICK 1959 NO
 LC0679'3 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0678 ***********************************************************************
 LC0678  DESIGNATION -  KERRICK RM 2
 LC0678  PID         -  LC0678
 LC0678  STATE/COUNTY-  IL/MCLEAN
 LC0678  USGS QUAD   -  NORMAL EAST (1981)
 LC0678
 LC0678                         *CURRENT SURVEY CONTROL
 LC0678  ___________________________________________________________________
 LC0678* NAD 83(1986)-  40 32 27.     (N)    088 59 13.     (W)     SCALED    
 LC0678* NAVD 88     -       265.591  (meters)     871.36   (feet)  ADJUSTED  
 LC0678  ___________________________________________________________________
 LC0678  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0678  DYNAMIC HT  -         265.467 (meters)     870.95  (feet)  COMP
 LC0678  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 LC0678
 LC0678  VERT ORDER  -  FIRST     CLASS I
 LC0678
 LC0678.The horizontal coordinates were scaled from a topographic map and have
 LC0678.an estimated accuracy of +/- 6 seconds.
 LC0678
 LC0678.The orthometric height was determined by differential leveling
 LC0678.and adjusted by the National Geodetic Survey in June 1991..
 LC0678.WARNING-Repeat measurements at this control monument indicate possible
 LC0678.vertical movement.
 LC0678
 LC0678.The geoid height was determined by GEOID03.
 LC0678
 LC0678.The dynamic height is computed by dividing the NAVD 88
 LC0678.geopotential number by the normal gravity value computed on the
 LC0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0678.degrees latitude (g = 980.6199 gals.).
 LC0678
 LC0678.The modeled gravity was interpolated from observed gravity values.
 LC0678
 LC0678;                    North         East    Units  Estimated Accuracy
 LC0678;SPC IL E     -   430,260.      244,630.      MT  (+/- 180 meters Scaled)
 LC0678
 LC0678                          SUPERSEDED SURVEY CONTROL
 LC0678
 LC0678  NGVD 29 (??/??/92)  265.643  (m)          871.53   (f) ADJ UNCH    1 1
 LC0678
 LC0678.Superseded values are not recommended for survey control.
 LC0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0678.See file dsdata.txt to determine how the superseded data were derived.
 LC0678
 LC0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK317896(NAD 83)
 LC0678_MARKER: DR = REFERENCE MARK DISK
 LC0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0678_STAMPING: KERRICK NO 2 1920 1959
 LC0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0678+STABILITY: SURFACE MOTION
 LC0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0678+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2002
 LC0678
 LC0678  HISTORY     - Date     Condition        Report By
 LC0678  HISTORY     - 1959     MONUMENTED       CGS
 LC0678  HISTORY     - 1969     GOOD             NGS
 LC0678  HISTORY     - 20021013 GOOD             USPSQD
 LC0678
 LC0678                          STATION DESCRIPTION
 LC0678
 LC0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0678'2.3 MI N FROM NORMAL.
 LC0678'ABOUT 2.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0678'THE STATION AT NORMAL, 0.2 MILE NORTH OF A RAILROAD UNDERPASS
 LC0678'FOR INTERSTATE HIGHWAY 55, 0.4 MILE SOUTH OF A CROSSING OF THE
 LC0678'RAILROAD AND A PAVED ROAD, 96 FEET WEST OF THE WEST RAIL, 34 1/2
 LC0678'FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 137.66 FEET NORTHWEST
 LC0678'OF TRIANGULATION STATION KERRICK 1959, 3 FEET NORTH-NORTHEAST OF A
 LC0678'CORNER FENCE POST, 1 1/2 FEET EAST OF A FENCE, ABOUT 3 FEET ABOVE
 LC0678'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 LC0678'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 16,
 LC0678'T24N, R2E
 LC0678
 LC0678                          STATION RECOVERY (2002)
 LC0678
 LC0678'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAM)
 LC0678'MARKER FOUND IN GOOD CONDITION. LINE FENCE DETERIORATED. RAIL ROAD
 LC0678'REMOVED AND CONVERTED TO CONSTITUTION TRAIL - WALKING PATH. GPS LAT
 LC0678'N40 32 47.9, LO 088 59 14.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1556 ***********************************************************************
 LC1556  DESIGNATION -  KERRICK RM 3
 LC1556  PID         -  LC1556
 LC1556  STATE/COUNTY-  IL/MCLEAN
 LC1556  USGS QUAD   -  NORMAL EAST (1981)
 LC1556
 LC1556                         *CURRENT SURVEY CONTROL
 LC1556  ___________________________________________________________________
 LC1556* NAD 83(1986)-  40 32 27.     (N)    088 59 14.     (W)     SCALED    
 LC1556* NAVD 88     -       265.889  (meters)     872.34   (feet)  POSTED    
 LC1556  ___________________________________________________________________
 LC1556  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1556  DYNAMIC HT  -         265.770 (meters)     871.95  (feet)  COMP
 LC1556  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 LC1556
 LC1556  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LC1556
 LC1556.The horizontal coordinates were scaled from a topographic map and have
 LC1556.an estimated accuracy of +/- 6 seconds.
 LC1556
 LC1556.The orthometric height was determined by differential leveling
 LC1556.and adjusted by the National Geodetic Survey in 1992..
 LC1556.No vertical observational check was made to the station.
 LC1556.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LC1556.was located on a no-check spur therefore a value was not computed.
 LC1556
 LC1556.The geoid height was determined by GEOID03.
 LC1556
 LC1556.The dynamic height is computed by dividing the NAVD 88
 LC1556.geopotential number by the normal gravity value computed on the
 LC1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1556.degrees latitude (g = 980.6199 gals.).
 LC1556
 LC1556.The modeled gravity was interpolated from observed gravity values.
 LC1556
 LC1556;                    North         East    Units  Estimated Accuracy
 LC1556;SPC IL E     -   430,260.      244,610.      MT  (+/- 180 meters Scaled)
 LC1556
 LC1556                          SUPERSEDED SURVEY CONTROL
 LC1556
 LC1556  NGVD 29 (03/28/06)  265.00   (m)          869.4    (f) RESET       3  
 LC1556
 LC1556.Superseded values are not recommended for survey control.
 LC1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1556.See file dsdata.txt to determine how the superseded data were derived.
 LC1556
 LC1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK317896(NAD 83)
 LC1556_MARKER: DR = REFERENCE MARK DISK
 LC1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1556_STAMPING: KERRICK 1959 NO 3 1978
 LC1556_PROJECTION: FLUSH
 LC1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1556+STABILITY: SURFACE MOTION
 LC1556
 LC1556  HISTORY     - Date     Condition        Report By
 LC1556  HISTORY     - 1978     MONUMENTED       NGS
 LC1556
 LC1556                          STATION DESCRIPTION
 LC1556
 LC1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LC1556'2.25 MI NORTH FROM NORMAL.
 LC1556'0.55 MILE NORTH ALONG U.S. HIGHWAY 51 FROM ITS JUNCTION WITH
 LC1556'INTERSTATE HIGHWAY 55 AT THE NORTH EDGE OF NORMAL, THENCE EAST FOR 0.4
 LC1556'MILE TO SIDE ROAD RIGHT, THENCE SOUTH FOR 0.2 MILE TO WATER TANK, FROM
 LC1556'HERE PACK SOUTHEAST ABOUT 0.2 MILE AND MARK, 73.0 FEET EAST OF FENCE,
 LC1556'26.0 FEET WEST OF WEST RAIL OF TRACKS.
 LC1556'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1955 ***********************************************************************
 LC1955  DESIGNATION -  KESTEN
 LC1955  PID         -  LC1955
 LC1955  STATE/COUNTY-  IL/MASON
 LC1955  USGS QUAD   -  FOREST CITY (1982)
 LC1955
 LC1955                         *CURRENT SURVEY CONTROL
 LC1955  ___________________________________________________________________
 LC1955* NAD 83(1997)-  40 17 46.02836(N)    089 51 27.69131(W)     ADJUSTED  
 LC1955* NAVD 88     -       160.7    (meters)     527.     (feet)  GPS OBS   
 LC1955  ___________________________________________________________________
 LC1955  X           -      12,099.801 (meters)                     COMP
 LC1955  Y           -  -4,871,590.000 (meters)                     COMP
 LC1955  Z           -   4,103,201.273 (meters)                     COMP
 LC1955  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LC1955  ELLIP HEIGHT-         127.80  (meters)          (02/03/05) GPS OBS
 LC1955  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LC1955
 LC1955  HORZ ORDER  -  FIRST
 LC1955  ELLP ORDER  -  FOURTH    CLASS II
 LC1955
 LC1955.The horizontal coordinates were established by GPS observations
 LC1955.and adjusted by the National Geodetic Survey in December 2004..
 LC1955
 LC1955.The orthometric height was determined by GPS observations and a
 LC1955.high-resolution geoid model.
 LC1955
 LC1955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1955
 LC1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1955
 LC1955.The ellipsoidal height was determined by GPS observations
 LC1955.and is referenced to NAD 83.
 LC1955
 LC1955.The geoid height was determined by GEOID03.
 LC1955
 LC1955;                    North         East     Units Scale Factor Converg.
 LC1955;SPC IL W     -   402,911.977   726,268.688   MT  0.99994967   +0 11 59.4
 LC1955;SPC IL W     - 1,321,887.04  2,382,766.52   sFT  0.99994967   +0 11 59.4
 LC1955;UTM  16      - 4,464,543.593   257,108.563   MT  1.00032629   -1 50 56.7
 LC1955
 LC1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1955!SPC IL W     -   0.99997995  x   0.99994967  =   0.99992962
 LC1955!UTM  16      -   0.99997995  x   1.00032629  =   1.00030624
 LC1955
 LC1955:                Primary Azimuth Mark                     Grid Az
 LC1955:SPC IL W     -  GLASFORD MUNICIPAL TANK                  007 01 56.6
 LC1955:UTM  16      -  GLASFORD MUNICIPAL TANK                  009 04 52.7
 LC1955
 LC1955|---------------------------------------------------------------------|
 LC1955| PID    Reference Object                     Distance      Geod. Az  |
 LC1955|                                                           dddmmss.s |
 LC1955| LC2038 GLASFORD MUNICIPAL TANK             APPROX.30.8 KM 0071356.0 |
 LC1955| LC1930 DELAVAN MUNICIPAL TANK              APPROX.27.8 KM 0720305.4 |
 LC1955| LC1929 DELAVAN LOW STACK                   APPROX.27.4 KM 0731351.7 |
 LC1955| CI7650 KESTEN RM 1                          32.208 METERS 08421     |
 LC1955| CI7652 KESTEN RM 3                          26.154 METERS 09517     |
 LC1955| LC1942 MASON CITY MUN STANDPIPE            APPROX.17.1 KM 1262827.9 |
 LC1955| CI7651 KESTEN RM 2                          37.602 METERS 19301     |
 LC1955| LD0728 HAVANA MUNICIPAL STANDPIPE          APPROX.17.1 KM 2713943.5 |
 LC1955| CI7648 KESTEN AZ MK                                       2733153.4 |
 LC1955| CI7649 KESTEN AZ MK RESET                                 27544     |
 LC1955| LD0730 LEWISTON MUNICIPAL TANK             APPROX.27.4 KM 2924630.8 |
 LC1955| LD0729 LEWISTON FULTON CO CTHSE CUP        APPROX.27.7 KM 2935643.5 |
 LC1955| LD0731 LEWISTON FIRST PRESB CH SPIRE       APPROX.27.6 KM 2940104.3 |
 LC1955|---------------------------------------------------------------------|
 LC1955
 LC1955                          SUPERSEDED SURVEY CONTROL
 LC1955
 LC1955  ELLIP H (12/06/04)  127.81   (m)                       GP(       ) 4 1
 LC1955  NAD 83(1997)-  40 17 46.02669(N)    089 51 27.69689(W) AD(       ) 1
 LC1955  NAD 83(1997)-  40 17 46.03614(N)    089 51 27.69659(W) AD(       ) 1
 LC1955  NAD 83(1986)-  40 17 46.03649(N)    089 51 27.68994(W) AD(       ) 1
 LC1955  NAD 27      -  40 17 45.88800(N)    089 51 27.28200(W) AD(       ) 1
 LC1955
 LC1955.Superseded values are not recommended for survey control.
 LC1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1955.See file dsdata.txt to determine how the superseded data were derived.
 LC1955
 LC1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK5710964544(NAD 83)
 LC1955_MARKER: DS = TRIANGULATION STATION DISK
 LC1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1955_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1955+STABILITY: SURFACE MOTION
 LC1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1955+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 LC1955
 LC1955  HISTORY     - Date     Condition        Report By
 LC1955  HISTORY     - 1934     MONUMENTED       CGS
 LC1955  HISTORY     - 1935     GOOD             CGS
 LC1955  HISTORY     - 1961     GOOD             CGS
 LC1955  HISTORY     - 1971     GOOD             BRADY
 LC1955  HISTORY     - 20040517 GOOD             ILDT
 LC1955
 LC1955                          STATION DESCRIPTION
 LC1955
 LC1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1955'STATION IS ABOUT 11 MILES E OF HAVANA, 4.5 MILES N AND 0.5
 LC1955'MILE W OF EASTON, 0.5 MILE W OF THE JUNCTION OF STATE HIGHWAYS
 LC1955'120 AND 122, AND 0.25 MILE W OF THE LAKE SHORE SCHOOLHOUSE,
 LC1955'ON SAND KNOLL OWNED BY H.G. KESTENDICK WHO LIVES ABOUT 100
 LC1955'PACES NW OF THE STATION.  MARK IS IN A PASTURE, 53 FEET S
 LC1955'OF THE CENTER LINE OF STATE HIGHWAY 122, 15 FEET S OF FENCE
 LC1955'LINE, 33 FEET E OF FENCE LINE, AND IS 12 INCHES BELOW THE
 LC1955'SURFACE.
 LC1955'
 LC1955'TO REACH FROM EASTON, GO N ON STATE HIGHWAY 120 FOR 4.5
 LC1955'MILES TO THE JUNCTION OF STATE HIGHWAYS 120 AND 122.  THENCE
 LC1955'W ON STATE HIGHWAY 122 FOR 0.5 MILE TO STATION ON S SIDE OF
 LC1955'THE ROAD.
 LC1955'
 LC1955'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LC1955'BRONZE DISKS SET IN CONCRETE.
 LC1955'
 LC1955'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 1 FOOT S OF FENCE
 LC1955'LINE, 35 FEET S OF CENTER LINE OF STATE HIGHWAY 122, AND
 LC1955'PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS SSW OF THE STATION,
 LC1955'IN FENCE LINE, 15 FEET S OF THE S END OF A ROW OF SMALL
 LC1955'CEDARS, AND PROJECTS 6 INCHES.  DISTANCE BETWEEN REFERENCE
 LC1955'MARKS IS 186.32 FEET.
 LC1955'
 LC1955'AZIMUTH MARK IS W OF THE STATION, 27 FEET N OF THE CENTER
 LC1955'LINE OF STATE HIGHWAY 122, AT THE SE CORNER OF A WOOD GROVE,
 LC1955'5 FEET W OF A MOBILE OIL SIGN, AND PROJECTS 5 INCHES.
 LC1955
 LC1955                          STATION RECOVERY (1935)
 LC1955
 LC1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC1955'STATION FOUND AS DESCRIBED AND ALL MARKS IN GOOD CONDITION.
 LC1955'STATION IS ABOUT 10.5 MILES E OF HAVANA, 4.5 MILES N AND
 LC1955'0.5 MILE W OF EASTON, 0.5 MILE W OF THE JUNCTION OF STATE
 LC1955'HIGHWAYS 120 AND 122 AND 0.25 MILE W OF THE LAKE SHORE SCHOOL,
 LC1955'ON SAND KNOLL OWNED BY H.G. KESTENDICK WHO LIVES ABOUT 100
 LC1955'PACES NW OF THE STATION.  MARK IS IN A PASTURE, 53 FEET S
 LC1955'OF THE CENTER LINE OF STATE HIGHWAY 122, 15 FEET S OF FENCE
 LC1955'LINE, 33 FEET E OF FENCE LINE, AND 12 INCHES BELOW THE
 LC1955'SURFACE.
 LC1955'
 LC1955'TO REACH FROM EASTON, GO N ON STATE HIGHWAY 120 FOR 4.5 MILES
 LC1955'TO THE JUNCTION OF STATE HIGHWAYS 120 AND 122.  THENCE W
 LC1955'ON STATE HIGHWAY 122 FOR 0.5 MILE TO STATION ON S SIDE OF
 LC1955'ROAD.
 LC1955'
 LC1955'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1955'BRONZE DISKS SET IN CONCRETE.
 LC1955'
 LC1955'REFERENCE MARK NO. 1 IS 105.61 FEET ENE OF THE STATION, IN
 LC1955'E-W FENCE LINE, 35 FEET S OF STATE HIGHWAY 122, AND PROJECTS
 LC1955'5 INCHES.  REFERENCE MARK NO. 2 IS 123.31 FEET SSW OF STATION,
 LC1955'IN N-S FENCE LINE, 15 FEET S OF S END OF A ROW OF SMALL
 LC1955'CEDARS, AND PROJECTS 6 INCHES.  DISTANCE BETWEEN REFERENCE
 LC1955'MARKS IS 186.30 FEET.
 LC1955'
 LC1955'NOTE--REFERENCE MARK NO. 1 IS SET IN LOOSE SAND NEAR A ROADCUT.
 LC1955'THE OLD DISTANCE FROM THE STATION WAS 105.67 FEET.  THE
 LC1955'DIFFERENCE IS PROBABLY DUE TO FREEZING AND THE MARK BULGING.
 LC1955'
 LC1955'AZIMUTH MARK IS W OF THE STATION, AT SE CORNER OF WOOD GROVE,
 LC1955'27 FEET N OF CENTER LINE OF STATE HIGHWAY 122, 5 FEET W
 LC1955'OF MOBILE OIL SIGN, AND PROJECTS 5 INCHES.
 LC1955'
 LC1955'100-FOOT TOWER.
 LC1955'
 LC1955'LIGHTS 110 FEET ABOVE STATION HAVANA 1934 AND 100 FEET ABOVE
 LC1955'HARRIS COME INTO VIEW 50 FEET ABOVE THIS STATION.  A LIGHT
 LC1955'100 FEET ABOVE STATION WOODING COMES INTO VIEW 25 FEET ABOVE
 LC1955'THIS STATION.
 LC1955
 LC1955                          STATION RECOVERY (1961)
 LC1955
 LC1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC1955'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LC1955'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LC1955'WAS SEARCHED FOR BUT NOT RECOVERED, A SLIGHT DIFFERENCE
 LC1955'WAS FOUND IN THE DISTANCE TO REFERENCE MARK 1 AND REFERENCE
 LC1955'MARK 2.  A NEW AZIMUTH MARK AND REFERENCE MARK 3 WAS ESTABLISHED
 LC1955'AND THE OLD REFERENCE MARK 1 WAS DESTROYED AS REQUESTED.
 LC1955'
 LC1955'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 LC1955'
 LC1955'THE STATION IS LOCATED ABOUT 10 MILES EAST OF HAVANA, 4-1/2
 LC1955'MILES NORTH OF EASTON, AND 1/2 MILE WEST OF THE JUNCTION
 LC1955'OF U.S. HIGHWAY 136 AND STATE HIGHWAY 10 AND ON THE SOUTH
 LC1955'SIDE OF U.S. HIGHWAY 136.
 LC1955'
 LC1955'THE STATION IS A STANDARD TRIANGULATION STATION DISK SET
 LC1955'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 LC1955'ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 LC1955'KESTEN 1934.  THE MARK IS 53 FEET SOUTH OF THE CENTER OF U.S.
 LC1955'HIGHWAY 136, 37.6 FEET NORTHEAST OF A SMALL PINE TREE, 6
 LC1955'FEET NORTH OF THE RIGHT-OF-WAY LINE AND SURROUNDED BY THREE
 LC1955'WITNESS POST.
 LC1955'
 LC1955'TO REACH THE STATION FROM THE MAIN INTERSECTION IN EASTON,
 LC1955'GO NORTH ON STATE HIGHWAY 10 FOR 4.5 MILES TO THE JUNCTION
 LC1955'OF U.S. HIGHWAY 136, TURN LEFT, WEST ON U.S. HIGHWAY 136
 LC1955'FOR 0.5 MILE TO THE STATION ON THE SOUTH SIDE OF ROAD ON
 LC1955'A SMALL SAND KNOLL.
 LC1955'
 LC1955'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 LC1955'OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND
 LC1955'IS STAMPED KESTEN NO 2 1934.  THE MARK IS 15 FEET SOUTH OF
 LC1955'THE SOUTH END OF A LINE OF CEDAR TREES.
 LC1955'
 LC1955'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN THE TOP
 LC1955'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LC1955'THE GROUND AND IS STAMPED KESTEN NO 3 1934.  THE MARK IS
 LC1955'116 FEET EAST OF A SMALL PINE TREE, 58.6 FEET SOUTH OF THE
 LC1955'CENTER OF U.S. HIGHWAY 136 AND SET ON THE RIGHT-OF-WAY LINE.
 LC1955'
 LC1955'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 LC1955'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC1955'GROUND AND IS STAMPED KESTEN 1934 RESET 1961.  THE MARK
 LC1955'IS 61 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 136, 1 FOOT
 LC1955'SOUTH OF A TELEPHONE POLE AND SET IN THE NORTH RIGHT-OF-WAY.
 LC1955'
 LC1955'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 LC1955'HIGHWAY 136 FOR 0.2 MILE TO AZIMUTH MARK ON THE NORTH SIDE
 LC1955'OF THE ROAD.
 LC1955
 LC1955                          STATION RECOVERY (1971)
 LC1955
 LC1955'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971 (JJ)
 LC1955'RECOVERED BY BRADY LAND SURVEYING INC
 LC1955'
 LC1955'KESTEN 1934-GOOD
 LC1955'
 LC1955'FOUND ALL MARKS
 LC1955'
 LC1955'R.M. 2 IS NOW 15 FT NORTH OF SOUTH END OF LINE OF CEDAR TREES
 LC1955'BECAUSE OF ADDITIONAL TREES BEING PLANTED.
 LC1955
 LC1955                          STATION RECOVERY (2004)
 LC1955
 LC1955'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004
 LC1955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1699 ***********************************************************************
 MF1699  DESIGNATION -  KEWANEE
 MF1699  PID         -  MF1699
 MF1699  STATE/COUNTY-  IL/HENRY
 MF1699  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1699
 MF1699                         *CURRENT SURVEY CONTROL
 MF1699  ___________________________________________________________________
 MF1699* NAD 83(1997)-  41 13 34.33474(N)    089 56 06.47801(W)     ADJUSTED  
 MF1699* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 MF1699  ___________________________________________________________________
 MF1699  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MF1699  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1699
 MF1699  HORZ ORDER  -  FIRST
 MF1699
 MF1699.The horizontal coordinates were established by classical geodetic methods
 MF1699.and adjusted by the National Geodetic Survey in October 1999..
 MF1699
 MF1699.The orthometric height was scaled from a topographic map.
 MF1699
 MF1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1699
 MF1699.The geoid height was determined by GEOID03.
 MF1699
 MF1699;                    North         East     Units Scale Factor Converg.
 MF1699;SPC IL W     -   506,171.241   719,412.260   MT  0.99994581   +0 09 09.3
 MF1699;SPC IL W     - 1,660,663.48  2,360,271.72   sFT  0.99994581   +0 09 09.3
 MF1699;UTM  16      - 4,568,023.182   253,982.377   MT  1.00034495   -1 56 07.1
 MF1699;UTM  15      - 4,568,398.806   756,893.081   MT  1.00041228   +2 01 15.4
 MF1699
 MF1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1699!SPC IL W     -   0.99996471  x   0.99994581  =   0.99991052
 MF1699!UTM  16      -   0.99996471  x   1.00034495  =   1.00030964
 MF1699!UTM  15      -   0.99996471  x   1.00041228  =   1.00037697
 MF1699
 MF1699:                Primary Azimuth Mark                     Grid Az
 MF1699:SPC IL W     -  KEWANEE ST PETERS EVAN CH CUP            003 32 30.7
 MF1699:UTM  16      -  KEWANEE ST PETERS EVAN CH CUP            005 37 47.1
 MF1699:UTM  15      -  KEWANEE ST PETERS EVAN CH CUP            001 40 24.6
 MF1699
 MF1699|---------------------------------------------------------------------|
 MF1699| PID    Reference Object                     Distance      Geod. Az  |
 MF1699|                                                           dddmmss.s |
 MF1699| MF1700 KEWANEE ST PETERS EVAN CH CUP       APPROX. 1.8 KM 0034140.0 |
 MF1699| CI7654 KEWANEE RM 1                         22.842 METERS 01737     |
 MF1699| MF1697 KEWANEE WATER WORKS TANK            APPROX. 2.5 KM 0180118.6 |
 MF1699| MF1701 KEWANEE PUBLIC SERVICE CO TANK      APPROX. 2.6 KM 0203705.0 |
 MF1699| MF1695 KEWANEE WALWORTH CO TANK            APPROX. 2.7 KM 0265201.5 |
 MF1699| MF1696 KEWANEE CENTRAL SCHOOL CUPOLA       APPROX. 2.0 KM 0305546.0 |
 MF1699| CI7653 KEWANEE AZ MK                                      0870257.6 |
 MF1699| CI7655 KEWANEE RM 2                         25.180 METERS 09558     |
 MF1699| MF1688 BRADFORD MUNICIPAL STANDPIPE        APPROX.23.7 KM 1024414.7 |
 MF1699| MF1689 BRADFORD ST JOHNS CHURCH TOWER      APPROX.23.8 KM 1034917.9 |
 MF1699| MG0695 GALVA MUNICIPAL STANDPIPE           APPROX.11.0 KM 2340009.9 |
 MF1699| MF1703 KEWANEE BOILER WORKS TANK           APPROX. 2.0 KM 3541803.3 |
 MF1699|---------------------------------------------------------------------|
 MF1699
 MF1699                          SUPERSEDED SURVEY CONTROL
 MF1699
 MF1699  NAD 83(1997)-  41 13 34.33487(N)    089 56 06.47797(W) AD(       ) 1
 MF1699  NAD 83(1986)-  41 13 34.34264(N)    089 56 06.48555(W) AD(       ) 1
 MF1699  NAD 27      -  41 13 34.20900(N)    089 56 06.09300(W) AD(       ) 1
 MF1699
 MF1699.Superseded values are not recommended for survey control.
 MF1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1699.See file dsdata.txt to determine how the superseded data were derived.
 MF1699
 MF1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5398268023(NAD 83)
 MF1699_MARKER: DS = TRIANGULATION STATION DISK
 MF1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1699
 MF1699  HISTORY     - Date     Condition        Report By
 MF1699  HISTORY     - 1935     MONUMENTED       CGS
 MF1699  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 MF1699  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 MF1699  HISTORY     - 20040506 MARK NOT FOUND   USPSQD
 MF1699
 MF1699                          STATION DESCRIPTION
 MF1699
 MF1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1699'THIS STATION IS AT THE S EDGE OF KEWANEE NEAR THE INTERSECTION
 MF1699'OF BEACH AND WEST GARFIELD STREETS AND NEAR THE ILLINOIS
 MF1699'LIGHT AND POWER COMPANY WATER TANK, 300.87 FEET SE OF CENTER
 MF1699'OF TANK, 33 FEET S OF CENTER LINE OF WEST GARFIELD STREET,
 MF1699'97.5 FEET SE OF CONCRETE POST STREET MARKER, 92 FEET E OF
 MF1699'CENTER LINE OF BEACH STREET, 9 FEET N OF HEDGE FENCE AT N
 MF1699'SIDE OF FIELD, 59 FEET E OF FENCE CORNER AT NW CORNER OF
 MF1699'FIELD.  MARK IS FLUSH WITH THE GROUND.
 MF1699'
 MF1699'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MF1699'BRONZE DISKS SET IN CONCRETE.
 MF1699'
 MF1699'REFERENCE MARK NO. 1 IS NNE OF STATION, 40 FEET N OF
 MF1699'CENTER LINE OF WEST GARFIELD STREET, 2 FEET S OF HEDGE FENCE.
 MF1699'IS FLUSH WITH THE GROUND.
 MF1699'
 MF1699'REFERENCE MARK NO. 2 IS E OF THE STATION, 39 FEET S OF CENTER
 MF1699'LINE OF WEST GARFIELD STREET, 3 FEET N OF HEDGE FENCE.
 MF1699'PROJECTING 3 INCHES.
 MF1699'
 MF1699'AZIMUTH MARK IS E OF THE STATION AT N SIDE OF WEST GARFIELD
 MF1699'STREET, AT S SIDE OF VACANT LOT, DIRECTLY ACROSS STREET
 MF1699'FROM HOUSE 225, 24 FEET N OF CENTER LINE OF STREET.  PROJECTING
 MF1699'5 INCHES.
 MF1699'
 MF1699'A 90 FOOT TOWER WILL CLEAR ALL LINES.
 MF1699
 MF1699                          STATION RECOVERY (1996)
 MF1699
 MF1699'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1699'MARK NOT FOUND.
 MF1699
 MF1699                          STATION RECOVERY (2001)
 MF1699
 MF1699'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1699'RM 1 WAS RECOVERED IN GOOD CONDITION. RM 2 AND THE AZIMUTH WERE NOT
 MF1699'FOUND.
 MF1699
 MF1699                          STATION RECOVERY (2004)
 MF1699
 MF1699'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1699'RM 1 WAS FOUND IN GOOD CONDITION. RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1702 ***********************************************************************
 MF1702  DESIGNATION -  KEWANEE AIRPORT AIRWAY BEACON
 MF1702  PID         -  MF1702
 MF1702  STATE/COUNTY-  IL/HENRY
 MF1702  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1702
 MF1702                         *CURRENT SURVEY CONTROL
 MF1702  ___________________________________________________________________
 MF1702* NAD 83(1997)-  41 12 13.78374(N)    089 55 31.86425(W)     ADJUSTED  
 MF1702* NAVD 88     -                                                        
 MF1702  ___________________________________________________________________
 MF1702  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 MF1702  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1702
 MF1702  HORZ ORDER  -  THIRD
 MF1702
 MF1702.This mark is at Kewanee Airport (EZI)
 MF1702
 MF1702.The horizontal coordinates were established by classical geodetic methods
 MF1702.and adjusted by the National Geodetic Survey in October 1999..
 MF1702
 MF1702
 MF1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1702
 MF1702.The geoid height was determined by GEOID03.
 MF1702
 MF1702;                    North         East     Units Scale Factor Converg.
 MF1702;SPC IL W     -   503,688.621   720,225.286   MT  0.99994621   +0 09 31.9
 MF1702;SPC IL W     - 1,652,518.42  2,362,939.13   sFT  0.99994621   +0 09 31.9
 MF1702;UTM  16      - 4,565,511.599   254,704.722   MT  1.00034059   -1 55 41.2
 MF1702;UTM  15      - 4,565,942.855   757,787.019   MT  1.00041795   +2 01 35.0
 MF1702
 MF1702                          SUPERSEDED SURVEY CONTROL
 MF1702
 MF1702  NAD 83(1997)-  41 12 13.78383(N)    089 55 31.86422(W) AD(       ) 4
 MF1702  NAD 83(1986)-  41 12 13.79190(N)    089 55 31.87177(W) AD(       ) 4
 MF1702  NAD 27      -  41 12 13.65700(N)    089 55 31.48000(W) AD(       ) 3
 MF1702
 MF1702.Superseded values are not recommended for survey control.
 MF1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1702.See file dsdata.txt to determine how the superseded data were derived.
 MF1702
 MF1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5470565512(NAD 83)
 MF1702_MARKER: 21 = AIRPORT BEACON
 MF1702
 MF1702  HISTORY     - Date     Condition        Report By
 MF1702  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1702  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 MF1702  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 MF1702  HISTORY     - 20040506 MARK NOT FOUND   USPSQD
 MF1702
 MF1702                          STATION DESCRIPTION
 MF1702
 MF1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1702'THIS STATION IS LOCATED ON THE GROUNDS OF THE KEWANEE AIRPORT,
 MF1702'ABOUT THREE MILES S OF THE TOWN OF KEWANEE, IN THE NW CORNER
 MF1702'OF THE AIRPORT, ABOUT 150 FEET NW OF THE HANGER AND ABOUT
 MF1702'100 FEET W OF STATE HIGHWAY 78.
 MF1702'
 MF1702'THE STATION IS A 50-FOOT, BLACK AND YELLOW, AIRWAY BEACON.
 MF1702
 MF1702                          STATION RECOVERY (1996)
 MF1702
 MF1702'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1702'MARK NOT FOUND.
 MF1702
 MF1702                          STATION RECOVERY (2001)
 MF1702
 MF1702'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1702'AIRPORT MOVED FROM THIS LOCATION. THIS BEACON NO LONGER EXISTS.
 MF1702
 MF1702                          STATION RECOVERY (2004)
 MF1702
 MF1702'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1702'AIRPORT MOVED TO ANOTHER LOCATION. THIS BEACON DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1710 ***********************************************************************
 MF1710  DESIGNATION -  KEWANEE ATT MWV KSH 98
 MF1710  PID         -  MF1710
 MF1710  STATE/COUNTY-  IL/HENRY
 MF1710  USGS QUAD   -  KEWANEE NORTH (1983)
 MF1710
 MF1710                         *CURRENT SURVEY CONTROL
 MF1710  ___________________________________________________________________
 MF1710* NAD 83(1997)-  41 15 26.84990(N)    089 56 19.89119(W)     ADJUSTED  
 MF1710* NAVD 88     -                                                        
 MF1710  ___________________________________________________________________
 MF1710  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MF1710  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1710
 MF1710  HORZ ORDER  -  THIRD
 MF1710
 MF1710.The horizontal coordinates were established by classical geodetic methods
 MF1710.and adjusted by the National Geodetic Survey in October 1999..
 MF1710
 MF1710
 MF1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1710
 MF1710.The geoid height was determined by GEOID03.
 MF1710
 MF1710;                    North         East     Units Scale Factor Converg.
 MF1710;SPC IL W     -   509,641.264   719,090.777   MT  0.99994566   +0 09 00.8
 MF1710;SPC IL W     - 1,672,048.05  2,359,216.99   sFT  0.99994566   +0 09 00.8
 MF1710;UTM  16      - 4,571,504.007   253,787.492   MT  1.00034613   -1 56 20.3
 MF1710;UTM  15      - 4,571,858.107   756,458.397   MT  1.00040953   +2 01 11.1
 MF1710
 MF1710                          SUPERSEDED SURVEY CONTROL
 MF1710
 MF1710  NAD 83(1997)-  41 15 26.84993(N)    089 56 19.89073(W) AD(       ) 4
 MF1710  NAD 83(1986)-  41 15 26.85824(N)    089 56 19.89787(W) AD(       ) 4
 MF1710  NAD 27      -  41 15 26.72509(N)    089 56 19.50672(W) AD(       ) 3
 MF1710
 MF1710.Superseded values are not recommended for survey control.
 MF1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1710.See file dsdata.txt to determine how the superseded data were derived.
 MF1710
 MF1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5378771504(NAD 83)
 MF1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1710+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 MF1710
 MF1710  HISTORY     - Date     Condition        Report By
 MF1710  HISTORY     - 1969     MONUMENTED       CGS
 MF1710  HISTORY     - 19960722 GOOD             USPSQD
 MF1710  HISTORY     - 20011103 GOOD             USPSQD
 MF1710  HISTORY     - 20040506 GOOD             USPSQD
 MF1710
 MF1710                          STATION DESCRIPTION
 MF1710
 MF1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MF1710'THE STATION IS THE RED LIGHT ATOP THE KEWANEE, AMERICAN TELEPHONE
 MF1710'AND TELEGRAPH COMPANY MICROWAVE RELAY TOWER KSH 98 THAT IS
 MF1710'LOCATED ABOUT 1 MILE NORTHWEST OF THE CITY OF KEWANEE AND 0.5
 MF1710'MILE WEST OF STATE HIGHWAY 78.  THE TOWER IS A FOUR LEGGED
 MF1710'STRUCTURE, PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH A
 MF1710'FAN SHAPED ANTENNA LOCATED AT THE TOP OF EACH OF THE FOUR
 MF1710'CORNERS.  IT IS 170 FEET IN HEIGHT.
 MF1710
 MF1710                          STATION RECOVERY (1996)
 MF1710
 MF1710'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1710'RECOVERED IN GOOD CONDITION.
 MF1710
 MF1710                          STATION RECOVERY (2001)
 MF1710
 MF1710'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1710'SALE BARN ROAD 1/2 MILE WEST OF STATE ROUTE 78.
 MF1710
 MF1710                          STATION RECOVERY (2004)
 MF1710
 MF1710'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1703 ***********************************************************************
 MF1703  DESIGNATION -  KEWANEE BOILER WORKS TANK
 MF1703  PID         -  MF1703
 MF1703  STATE/COUNTY-  IL/HENRY
 MF1703  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1703
 MF1703                         *CURRENT SURVEY CONTROL
 MF1703  ___________________________________________________________________
 MF1703* NAD 83(1997)-  41 14 38.54096(N)    089 56 14.96744(W)     ADJUSTED  
 MF1703* NAVD 88     -                                                        
 MF1703  ___________________________________________________________________
 MF1703  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MF1703  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1703
 MF1703  HORZ ORDER  -  THIRD
 MF1703
 MF1703.The horizontal coordinates were established by classical geodetic methods
 MF1703.and adjusted by the National Geodetic Survey in October 1999..
 MF1703
 MF1703
 MF1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1703
 MF1703.The geoid height was determined by GEOID03.
 MF1703
 MF1703;                    North         East     Units Scale Factor Converg.
 MF1703;SPC IL W     -   508,151.337   719,209.324   MT  0.99994572   +0 09 03.9
 MF1703;SPC IL W     - 1,667,159.84  2,359,605.92   sFT  0.99994572   +0 09 03.9
 MF1703;UTM  16      - 4,570,010.151   253,851.677   MT  1.00034574   -1 56 15.2
 MF1703;UTM  15      - 4,570,372.150   756,625.559   MT  1.00041058   +2 01 12.4
 MF1703
 MF1703                          SUPERSEDED SURVEY CONTROL
 MF1703
 MF1703  NAD 83(1997)-  41 14 38.54079(N)    089 56 14.96734(W) AD(       ) 4
 MF1703  NAD 83(1986)-  41 14 38.54901(N)    089 56 14.97495(W) AD(       ) 4
 MF1703  NAD 27      -  41 14 38.42800(N)    089 56 14.65400(W) AD(       ) 3
 MF1703
 MF1703.Superseded values are not recommended for survey control.
 MF1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1703.See file dsdata.txt to determine how the superseded data were derived.
 MF1703
 MF1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5385270010(NAD 83)
 MF1703_MARKER: 53 = ELEVATED TANK
 MF1703
 MF1703  HISTORY     - Date     Condition        Report By
 MF1703  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1703  HISTORY     - 1935     GOOD             CGS
 MF1703  HISTORY     - 19960722 GOOD             USPSQD
 MF1703  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 MF1703  HISTORY     - 20040506 MARK NOT FOUND   USPSQD
 MF1703
 MF1703                          STATION DESCRIPTION
 MF1703
 MF1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1703'THIS INTERSECTION STATION WAS RECOVERED AND CHECKED.  A DETAILED
 MF1703'DESCRIPTION IS AS FOLLOWS--
 MF1703'
 MF1703'THIS STATION IS THE TALL SILVER TANK AT THE PLANT OF THE KEWANEE
 MF1703'BOILER CORPORATION, IN THE CITY OF KEWANEE, ILLINOIS.  IT IS
 MF1703'LOCATED ABOUT 55 FEET N OF THE CENTER LINE OF W SECOND STREET
 MF1703'ABOUT 25 FEET N OF THE N END OF FRANKLIN STREET, AND ABOUT 35
 MF1703'FEET W OF AN ALLEY.  THE TANK WAS ERECTED IN 1917.  IT IS
 MF1703'VERY PROMINENT.
 MF1703'
 MF1703'THE TANK HAS SIX TRUSSWORK LEGS ABOUT 120 FEET HIGH.  THE
 MF1703'OVAL SECTION EXTENDS DOWNWARD ABOUT 8 FEET.  THE VERTICAL
 MF1703'SECTION IS ABOUT 30 FEET HIGH, HAS A CATWALK AND RAIL AROUND
 MF1703'ITS BASE, AND THE WORDS KEWANEE BOILER CORP. PAINTED IN BLACK
 MF1703'ON THE S SIDE.  THE FLAT CONICAL TOP HAS A BALL AT ITS APEX.  THE
 MF1703'TOTAL HEIGHT IS ABOUT 150 FEET.
 MF1703
 MF1703                          STATION RECOVERY (1996)
 MF1703
 MF1703'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1703'RECOVERED IN GOOD CONDITION.
 MF1703
 MF1703                          STATION RECOVERY (2001)
 MF1703
 MF1703'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1703'NO TANK AT THIS LOCATION
 MF1703
 MF1703                          STATION RECOVERY (2004)
 MF1703
 MF1703'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1704 ***********************************************************************
 MF1704  DESIGNATION -  KEWANEE BOSS MFG CO TANK
 MF1704  PID         -  MF1704
 MF1704  STATE/COUNTY-  IL/HENRY
 MF1704  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1704
 MF1704                         *CURRENT SURVEY CONTROL
 MF1704  ___________________________________________________________________
 MF1704* NAD 83(1997)-  41 14 36.15888(N)    089 56 11.42544(W)     ADJUSTED  
 MF1704* NAVD 88     -                                                        
 MF1704  ___________________________________________________________________
 MF1704  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 MF1704  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1704
 MF1704  HORZ ORDER  -  THIRD
 MF1704
 MF1704.The horizontal coordinates were established by classical geodetic methods
 MF1704.and adjusted by the National Geodetic Survey in October 1999..
 MF1704
 MF1704
 MF1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1704
 MF1704.The geoid height was determined by GEOID03.
 MF1704
 MF1704;                    North         East     Units Scale Factor Converg.
 MF1704;SPC IL W     -   508,078.073   719,291.987   MT  0.99994576   +0 09 06.2
 MF1704;SPC IL W     - 1,666,919.48  2,359,877.13   sFT  0.99994576   +0 09 06.2
 MF1704;UTM  16      - 4,569,933.893   253,931.647   MT  1.00034526   -1 56 12.8
 MF1704;UTM  15      - 4,570,301.588   756,710.608   MT  1.00041112   +2 01 14.6
 MF1704
 MF1704                          SUPERSEDED SURVEY CONTROL
 MF1704
 MF1704  NAD 83(1997)-  41 14 36.15870(N)    089 56 11.42514(W) AD(       ) 4
 MF1704  NAD 83(1986)-  41 14 36.16670(N)    089 56 11.43333(W) AD(       ) 4
 MF1704  NAD 27      -  41 14 36.03200(N)    089 56 11.04200(W) AD(       ) 3
 MF1704
 MF1704.Superseded values are not recommended for survey control.
 MF1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1704.See file dsdata.txt to determine how the superseded data were derived.
 MF1704
 MF1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5393269934(NAD 83)
 MF1704_MARKER: 53 = ELEVATED TANK
 MF1704
 MF1704  HISTORY     - Date     Condition        Report By
 MF1704  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1704  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 MF1704  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 MF1704  HISTORY     - 20040506 MARK NOT FOUND   USPSQD
 MF1704
 MF1704                          STATION DESCRIPTION
 MF1704
 MF1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1704'THIS STATION IS THE TANK AT THE BOSS MANUFACTURING COMPANY, IN
 MF1704'THE CITY OF KEWANEE, LOCATED ON THE W END OF THE SECOND
 MF1704'SECTION OF THE FACTORY FROM THE N END, ABOUT 90 FEET S OF
 MF1704'SECOND STREET, AND ABOUT 110 FEET W OF BOSS STREET.  THE TANK
 MF1704'ERECTED IN 1932, IS QUITE PROMINENT.
 MF1704'
 MF1704'THE TANK SETS ON A RED BRICK FACTORY BUILDING ABOUT 50 FEET
 MF1704'HIGH.  THE BASE OF THE TANK IS A SILVER CORRUGATED METAL SHAFT
 MF1704'ABOUT 25 FEET HIGH.  THE BOWL SETS ON A SQUARE WOODEN RAILED
 MF1704'PLATFORM ON THE TOP OF THE SHAFT.  IT IS A HOOPED WOODEN
 MF1704'STRUCTURE, SILVER IN COLOR, ABOUT 25 FEET HIGH AND HAS THE
 MF1704'BOSS TRADEMARK IN BLACK ON THE E AND W SIDES.  THE CONICAL
 MF1704'ROOF HAS A BALL AT ITS APEX.
 MF1704
 MF1704                          STATION RECOVERY (1996)
 MF1704
 MF1704'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1704'MARK NOT FOUND.
 MF1704
 MF1704                          STATION RECOVERY (2001)
 MF1704
 MF1704'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1704'NO TANK AT THIS LOCATION
 MF1704
 MF1704                          STATION RECOVERY (2004)
 MF1704
 MF1704'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1696 ***********************************************************************
 MF1696  DESIGNATION -  KEWANEE CENTRAL SCHOOL CUPOLA
 MF1696  PID         -  MF1696
 MF1696  STATE/COUNTY-  IL/HENRY
 MF1696  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1696
 MF1696                         *CURRENT SURVEY CONTROL
 MF1696  ___________________________________________________________________
 MF1696* NAD 83(1997)-  41 14 30.93438(N)    089 55 21.54530(W)     ADJUSTED  
 MF1696* NAVD 88     -                                                        
 MF1696  ___________________________________________________________________
 MF1696  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 MF1696  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1696
 MF1696  HORZ ORDER  -  THIRD
 MF1696
 MF1696.The horizontal coordinates were established by classical geodetic methods
 MF1696.and adjusted by the National Geodetic Survey in October 1999..
 MF1696
 MF1696
 MF1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1696
 MF1696.The geoid height was determined by GEOID03.
 MF1696
 MF1696;                    North         East     Units Scale Factor Converg.
 MF1696;SPC IL W     -   507,920.077   720,453.817   MT  0.99994632   +0 09 39.1
 MF1696;SPC IL W     - 1,666,401.12  2,363,688.90   sFT  0.99994632   +0 09 39.1
 MF1696;UTM  16      - 4,569,733.580   255,087.405   MT  1.00033827   -1 55 39.7
 MF1696;UTM  15      - 4,570,181.512   757,877.519   MT  1.00041851   +2 01 47.4
 MF1696
 MF1696                          SUPERSEDED SURVEY CONTROL
 MF1696
 MF1696  NAD 83(1997)-  41 14 30.93431(N)    089 55 21.54536(W) AD(       ) 4
 MF1696  NAD 83(1986)-  41 14 30.94203(N)    089 55 21.55308(W) AD(       ) 4
 MF1696  NAD 27      -  41 14 30.80800(N)    089 55 21.16300(W) AD(       ) 3
 MF1696
 MF1696.Superseded values are not recommended for survey control.
 MF1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1696.See file dsdata.txt to determine how the superseded data were derived.
 MF1696
 MF1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5508769734(NAD 83)
 MF1696_MARKER: 86 = CUPOLA
 MF1696
 MF1696  HISTORY     - Date     Condition        Report By
 MF1696  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1696  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 MF1696  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 MF1696  HISTORY     - 20040506 MARK NOT FOUND   USPSQD
 MF1696
 MF1696                          STATION DESCRIPTION
 MF1696
 MF1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1696'THIS STATION IS THE CUPOLA ON THE CENTRAL SCHOOL IN THE CITY OF
 MF1696'KEWANEE.  THE BUILDING IS THE MOST NORTHEASTERLY ONE AT THE
 MF1696'KEWANEE HIGH SCHOOL.  THE CUPOLA IS IN THE N SIDE OF THE
 MF1696'BUILDING, ABOUT 150 FEET S OF THE CENTER LINE OF EAST CENTRAL
 MF1696'BOULEVARD, AND ABOUT 195 FEET W OF THE CENTER LINE OF SOUTH ELM
 MF1696'STREET.  THE BUILDING WAS ERECTED IN 1894.  THE CUPOLA IS NOT
 MF1696'ESPECIALLY PROMINENT.
 MF1696'
 MF1696'THE BASE OF THE CUPOLA IS A SQUARE RED BRICK TOWER WITH A
 MF1696'SLOPING GREY SHINGLED ROOF WITH A CLOCK DIAL AT THE TOP ON THE
 MF1696'N SIDE.  THIS SECTION IS ABOUT 60 FEET HIGH.  THE CUPOLA IS A
 MF1696'GREY OCTAGONAL STRUCTURE WITH A SQUARE OPENING IN EACH FACE,
 MF1696'ABOUT 6 FEET HIGH.  THE ROOF OF THE TOWER IS ABOUT 10 FEET
 MF1696'HIGH.  THE ROOF OF THE CUPOLA IS AN OCTAGONAL SPIRE-SHAPED
 MF1696'STRUCTURE ABOUT 15 FEET HIGH WITH A BALL AND FINIAL AT ITS
 MF1696'APEX.  TOTAL HEIGHT IS ABOUT 95 FEET.
 MF1696
 MF1696                          STATION RECOVERY (1996)
 MF1696
 MF1696'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1696'MARK NOT FOUND.
 MF1696
 MF1696                          STATION RECOVERY (2001)
 MF1696
 MF1696'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1696'THE CUPOLA HAS BEEN REMOVED.
 MF1696
 MF1696                          STATION RECOVERY (2004)
 MF1696
 MF1696'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1696'NO CUPOLA ON STRUCTURE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1701 ***********************************************************************
 MF1701  DESIGNATION -  KEWANEE PUBLIC SERVICE CO TANK
 MF1701  PID         -  MF1701
 MF1701  STATE/COUNTY-  IL/HENRY
 MF1701  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1701
 MF1701                         *CURRENT SURVEY CONTROL
 MF1701  ___________________________________________________________________
 MF1701* NAD 83(1997)-  41 14 53.35756(N)    089 55 27.08385(W)     ADJUSTED  
 MF1701* NAVD 88     -                                                        
 MF1701  ___________________________________________________________________
 MF1701  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 MF1701  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1701
 MF1701  HORZ ORDER  -  THIRD
 MF1701
 MF1701.The horizontal coordinates were established by classical geodetic methods
 MF1701.and adjusted by the National Geodetic Survey in October 1999..
 MF1701
 MF1701
 MF1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1701
 MF1701.The geoid height was determined by GEOID03.
 MF1701
 MF1701;                    North         East     Units Scale Factor Converg.
 MF1701;SPC IL W     -   508,611.423   720,322.928   MT  0.99994626   +0 09 35.5
 MF1701;SPC IL W     - 1,668,669.31  2,363,259.47   sFT  0.99994626   +0 09 35.5
 MF1701;UTM  16      - 4,570,429.510   254,981.758   MT  1.00033891   -1 55 44.2
 MF1701;UTM  15      - 4,570,868.545   757,724.079   MT  1.00041754   +2 01 44.6
 MF1701
 MF1701                          SUPERSEDED SURVEY CONTROL
 MF1701
 MF1701  NAD 83(1997)-  41 14 53.35736(N)    089 55 27.08389(W) AD(       ) 4
 MF1701  NAD 83(1986)-  41 14 53.36527(N)    089 55 27.09142(W) AD(       ) 4
 MF1701  NAD 27      -  41 14 53.23100(N)    089 55 26.70100(W) AD(       ) 3
 MF1701
 MF1701.Superseded values are not recommended for survey control.
 MF1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1701.See file dsdata.txt to determine how the superseded data were derived.
 MF1701
 MF1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5498270430(NAD 83)
 MF1701_MARKER: 53 = ELEVATED TANK
 MF1701
 MF1701  HISTORY     - Date     Condition        Report By
 MF1701  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1701  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 MF1701  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 MF1701  HISTORY     - 20040506 MARK NOT FOUND   USPSQD
 MF1701
 MF1701                          STATION DESCRIPTION
 MF1701
 MF1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1701'THIS STATION IS THE BLACK TANK OF THE KEWANEE PUBLIC SERVICE
 MF1701'COMPANY, IN THE CITY OF KEWANEE, LOCATED ABOUT 30 FEET S OF THE
 MF1701'CENTER LINE OF EAST FIFTH STREET, AND ABOUT 195 FEET E OF THE
 MF1701'CENTER LINE OF NORTH MAIN STREET.  THE TANK ERECTED IN 1911, IS
 MF1701'FAIRLY PROMINENT.
 MF1701'
 MF1701'THE TANK HAS FOUR TRUSSWORK LEGS ABOUT 70 FEET HIGH.  THE OVAL
 MF1701'SECTION EXTENDS DOWNWARD ABOUT 15 FEET.  THE VERTICAL SECTION IS
 MF1701'ABOUT 25 FEET HIGH WITH A CATWALK AND RAIL AROUND ITS BASE.  THE
 MF1701'CONICAL ROOF HAS A BALL AT ITS APEX.  TOTAL HEIGHT IS ABOUT
 MF1701'100 FEET.
 MF1701
 MF1701                          STATION RECOVERY (1996)
 MF1701
 MF1701'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1701'MARK NOT FOUND.
 MF1701
 MF1701                          STATION RECOVERY (2001)
 MF1701
 MF1701'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1701'NO TANK AT THIS LOCATION
 MF1701
 MF1701                          STATION RECOVERY (2004)
 MF1701
 MF1701'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1705 ***********************************************************************
 MF1705  DESIGNATION -  KEWANEE RAD WKEI MAST
 MF1705  PID         -  MF1705
 MF1705  STATE/COUNTY-  IL/HENRY
 MF1705  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1705
 MF1705                         *CURRENT SURVEY CONTROL
 MF1705  ___________________________________________________________________
 MF1705* NAD 83(1997)-  41 13 36.32486(N)    089 56 05.80557(W)     ADJUSTED  
 MF1705* NAVD 88     -                                                        
 MF1705  ___________________________________________________________________
 MF1705  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MF1705  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1705
 MF1705  HORZ ORDER  -  THIRD
 MF1705
 MF1705.The horizontal coordinates were established by classical geodetic methods
 MF1705.and adjusted by the National Geodetic Survey in October 1999..
 MF1705
 MF1705
 MF1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1705
 MF1705.The geoid height was determined by GEOID03.
 MF1705
 MF1705;                    North         East     Units Scale Factor Converg.
 MF1705;SPC IL W     -   506,232.674   719,427.757   MT  0.99994582   +0 09 09.8
 MF1705;SPC IL W     - 1,660,865.03  2,360,322.57   sFT  0.99994582   +0 09 09.8
 MF1705;UTM  16      - 4,568,084.033   254,000.109   MT  1.00034484   -1 56 06.8
 MF1705;UTM  15      - 4,568,460.740   756,906.573   MT  1.00041236   +2 01 16.0
 MF1705
 MF1705                          SUPERSEDED SURVEY CONTROL
 MF1705
 MF1705  NAD 83(1997)-  41 13 36.32486(N)    089 56 05.80521(W) AD(       ) 4
 MF1705  NAD 83(1986)-  41 13 36.33303(N)    089 56 05.81207(W) AD(       ) 4
 MF1705  NAD 27      -  41 13 36.19899(N)    089 56 05.42183(W) AD(       ) 3
 MF1705
 MF1705.Superseded values are not recommended for survey control.
 MF1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1705.See file dsdata.txt to determine how the superseded data were derived.
 MF1705
 MF1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5400068084(NAD 83)
 MF1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1705+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 MF1705
 MF1705  HISTORY     - Date     Condition        Report By
 MF1705  HISTORY     - 1969     MONUMENTED       CGS
 MF1705  HISTORY     - 19960722 GOOD             USPSQD
 MF1705  HISTORY     - 20011031 GOOD             USPSQD
 MF1705  HISTORY     - 20040506 GOOD             USPSQD
 MF1705
 MF1705                          STATION DESCRIPTION
 MF1705
 MF1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MF1705'THE STATION IS THE RED LIGHT ATOP THE KEWANEE, RADIO STATION
 MF1705'WKEI 1450, MAST THAT IS LOCATED NEAR THE INTERSECTION OF BEACH
 MF1705'STREET AND GARFIELD STREET IN THE SOUTHWEST SECTION OF THE CITY
 MF1705'OF KEWANEE.  THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN
 MF1705'ALTERNATE BANDS OF RED AND WHITE AND IS 350 FEET IN HEIGHT.
 MF1705
 MF1705                          STATION RECOVERY (1996)
 MF1705
 MF1705'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1705'RECOVERED IN GOOD CONDITION.
 MF1705
 MF1705                          STATION RECOVERY (2001)
 MF1705
 MF1705'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1705'RECOVERED IN GOOD CONDITION.
 MF1705
 MF1705                          STATION RECOVERY (2004)
 MF1705
 MF1705'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1700 ***********************************************************************
 MF1700  DESIGNATION -  KEWANEE ST PETERS EVAN CH CUP
 MF1700  PID         -  MF1700
 MF1700  STATE/COUNTY-  IL/HENRY
 MF1700  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1700
 MF1700                         *CURRENT SURVEY CONTROL
 MF1700  ___________________________________________________________________
 MF1700* NAD 83(1997)-  41 14 32.90421(N)    089 56 01.46762(W)     ADJUSTED  
 MF1700* NAVD 88     -                                                        
 MF1700  ___________________________________________________________________
 MF1700  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 MF1700  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1700
 MF1700  HORZ ORDER  -  THIRD
 MF1700
 MF1700.The horizontal coordinates were established by classical geodetic methods
 MF1700.and adjusted by the National Geodetic Survey in October 1999..
 MF1700
 MF1700
 MF1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1700
 MF1700.The geoid height was determined by GEOID03.
 MF1700
 MF1700;                    North         East     Units Scale Factor Converg.
 MF1700;SPC IL W     -   507,978.292   719,524.108   MT  0.99994587   +0 09 12.8
 MF1700;SPC IL W     - 1,666,592.11  2,360,638.68   sFT  0.99994587   +0 09 12.8
 MF1700;UTM  16      - 4,569,825.675   254,160.068   MT  1.00034387   -1 56 06.1
 MF1700;UTM  15      - 4,570,209.387   756,945.969   MT  1.00041261   +2 01 21.1
 MF1700
 MF1700                          SUPERSEDED SURVEY CONTROL
 MF1700
 MF1700  NAD 83(1997)-  41 14 32.90355(N)    089 56 01.46758(W) AD(       ) 4
 MF1700  NAD 83(1986)-  41 14 32.91233(N)    089 56 01.47510(W) AD(       ) 4
 MF1700  NAD 27      -  41 14 32.77700(N)    089 56 01.08200(W) AD(       ) 3
 MF1700
 MF1700.Superseded values are not recommended for survey control.
 MF1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1700.See file dsdata.txt to determine how the superseded data were derived.
 MF1700
 MF1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5416069826(NAD 83)
 MF1700_MARKER: 86 = CUPOLA
 MF1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1700+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 MF1700
 MF1700  HISTORY     - Date     Condition        Report By
 MF1700  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1700  HISTORY     - 19960722 GOOD             USPSQD
 MF1700  HISTORY     - 20011103 GOOD             USPSQD
 MF1700  HISTORY     - 20040506 GOOD             USPSQD
 MF1700
 MF1700                          STATION DESCRIPTION
 MF1700
 MF1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1700'THIS STATION IS THE CUPOLA ON ST. PETERS EVANGELICAL CHURCH IN
 MF1700'THE CITY OF KEWANEE, LOCATED 60 FEET W OF THE CENTER LINE OF SOUTH
 MF1700'GROVE STREET, AND 60 FEET S OF THE CENTER LINE OF WEST CENTRAL
 MF1700'BOULEVARD.  THE CHURCH WAS ERECTED IN 1911, AND THE CUPOLA IS
 MF1700'FAIRLY PROMINENT.
 MF1700'
 MF1700'THE BASE OF THE CUPOLA IS A RED BRICK TOWER ON THE NE CORNER
 MF1700'OF THE CHURCH.  THE TOWER IS SQUARE, ABOUT 60 FEET AND HAS A
 MF1700'LEDGE AROUND THE TOP.  THE SQUARE OPEN CUPOLA IS ABOUT 10 FEET
 MF1700'HIGH, AND HAS AN ARCHED OPENING ON EACH SIDE.  THE RIBBED METAL
 MF1700'DOME-SHAPED ROOF IS ABOUT 8 FEET HIGH AND HAS A 3-FOOT GREEN
 MF1700'ORNAMENT AT THE APEX.  TOTAL HEIGHT IS ABOUT 80 FEET.
 MF1700
 MF1700                          STATION RECOVERY (1996)
 MF1700
 MF1700'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1700'RECOVERED IN GOOD CONDITION.
 MF1700
 MF1700                          STATION RECOVERY (2001)
 MF1700
 MF1700'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1700'THE CUPOLA IS A GOLDEN DOME.
 MF1700
 MF1700                          STATION RECOVERY (2004)
 MF1700
 MF1700'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1695 ***********************************************************************
 MF1695  DESIGNATION -  KEWANEE WALWORTH CO TANK
 MF1695  PID         -  MF1695
 MF1695  STATE/COUNTY-  IL/HENRY
 MF1695  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1695
 MF1695                         *CURRENT SURVEY CONTROL
 MF1695  ___________________________________________________________________
 MF1695* NAD 83(1997)-  41 14 53.74274(N)    089 55 13.17337(W)     ADJUSTED  
 MF1695* NAVD 88     -                                                        
 MF1695  ___________________________________________________________________
 MF1695  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MF1695  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1695
 MF1695  HORZ ORDER  -  THIRD
 MF1695
 MF1695.The horizontal coordinates were established by classical geodetic methods
 MF1695.and adjusted by the National Geodetic Survey in October 1999..
 MF1695
 MF1695
 MF1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1695
 MF1695.The geoid height was determined by GEOID03.
 MF1695
 MF1695;                    North         East     Units Scale Factor Converg.
 MF1695;SPC IL W     -   508,624.216   720,646.754   MT  0.99994642   +0 09 44.7
 MF1695;SPC IL W     - 1,668,711.28  2,364,321.89   sFT  0.99994642   +0 09 44.7
 MF1695;UTM  16      - 4,570,430.491   255,305.962   MT  1.00033695   -1 55 35.0
 MF1695;UTM  15      - 4,570,891.904   758,047.467   MT  1.00041959   +2 01 53.8
 MF1695
 MF1695                          SUPERSEDED SURVEY CONTROL
 MF1695
 MF1695  NAD 83(1997)-  41 14 53.74276(N)    089 55 13.17344(W) AD(       ) 4
 MF1695  NAD 83(1986)-  41 14 53.75030(N)    089 55 13.18105(W) AD(       ) 4
 MF1695  NAD 27      -  41 14 53.61200(N)    089 55 12.79500(W) AD(       ) 3
 MF1695
 MF1695.Superseded values are not recommended for survey control.
 MF1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1695.See file dsdata.txt to determine how the superseded data were derived.
 MF1695
 MF1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5530670430(NAD 83)
 MF1695_MARKER: 53 = ELEVATED TANK
 MF1695
 MF1695  HISTORY     - Date     Condition        Report By
 MF1695  HISTORY     - 1935     FIRST OBSERVED   CGS
 MF1695  HISTORY     - 19960722 MARK NOT FOUND   USPSQD
 MF1695  HISTORY     - 20011103 MARK NOT FOUND   USPSQD
 MF1695  HISTORY     - 20040506 MARK NOT FOUND   USPSQD
 MF1695
 MF1695                          STATION DESCRIPTION
 MF1695
 MF1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1695'THIS STATION IS THE MOST EASTERLY TANK AT THE WALWORTH COMPANY, IN
 MF1695'THE CITY OF KEWANEE, LOCATED AT THE NE CORNER OF THE COMPANYS
 MF1695'FENCED LOT, ABOUT 280 FEET W OF NORTH GRACE AVENUE, AND ABOUT
 MF1695'170 FEET S OF SIXTH STREET.  THE TANK ERECTED IN 1913, IS QUITE
 MF1695'PROMINENT.
 MF1695'
 MF1695'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 90 FEET HIGH.  THE
 MF1695'SILVER OVAL SECTION EXTENDS DOWNWARD ABOUT 20 FEET.  THE
 MF1695'VERTICAL SECTION IS SILVER IN COLOR, ABOUT 50 FEET HIGH, AND
 MF1695'HAS A CATWALK AND RAIL AROUND ITS BASE.  THE TANK IS A FLAT,
 MF1695'OPEN-TOPPED STRUCTURE.  TOTAL HEIGHT IS ABOUT 140 FEET.
 MF1695
 MF1695                          STATION RECOVERY (1996)
 MF1695
 MF1695'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1695'MARK NOT FOUND.
 MF1695
 MF1695                          STATION RECOVERY (2001)
 MF1695
 MF1695'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1695'NO TANK AT THIS LOCATION.
 MF1695
 MF1695                          STATION RECOVERY (2004)
 MF1695
 MF1695'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1695'NO TANK AT THIS LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1697 ***********************************************************************
 MF1697  DESIGNATION -  KEWANEE WATER WORKS TANK
 MF1697  PID         -  MF1697
 MF1697  STATE/COUNTY-  IL/HENRY
 MF1697  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1697
 MF1697                         *CURRENT SURVEY CONTROL
 MF1697  ___________________________________________________________________
 MF1697* NAD 83(1997)-  41 14 50.06231(N)    089 55 33.83392(W)     ADJUSTED  
 MF1697* NAVD 88     -                                                        
 MF1697  ___________________________________________________________________
 MF1697  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 MF1697  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1697
 MF1697  HORZ ORDER  -  THIRD
 MF1697
 MF1697.The horizontal coordinates were established by classical geodetic methods
 MF1697.and adjusted by the National Geodetic Survey in October 1999..
 MF1697
 MF1697
 MF1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1697
 MF1697.The geoid height was determined by GEOID03.
 MF1697
 MF1697;                    North         East     Units Scale Factor Converg.
 MF1697;SPC IL W     -   508,509.335   720,166.057   MT  0.99994618   +0 09 31.1
 MF1697;SPC IL W     - 1,668,334.38  2,362,744.81   sFT  0.99994618   +0 09 31.1
 MF1697;UTM  16      - 4,570,333.169   254,821.207   MT  1.00033988   -1 55 48.5
 MF1697;UTM  15      - 4,570,761.344   757,570.548   MT  1.00041656   +2 01 40.0
 MF1697
 MF1697                          SUPERSEDED SURVEY CONTROL
 MF1697
 MF1697  NAD 83(1997)-  41 14 50.06217(N)    089 55 33.83394(W) AD(       ) 4
 MF1697  NAD 83(1986)-  41 14 50.07029(N)    089 55 33.84151(W) AD(       ) 4
 MF1697  NAD 27      -  41 14 49.94500(N)    089 55 33.45700(W) AD(       ) 3
 MF1697
 MF1697.Superseded values are not recommended for survey control.
 MF1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1697.See file dsdata.txt to determine how the superseded data were derived.
 MF1697
 MF1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5482170333(NAD 83)
 MF1697_MARKER: 53 = ELEVATED TANK
 MF1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1697+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 MF1697
 MF1697  HISTORY     - Date     Condition        Report By
 MF1697  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1697  HISTORY     - 1935     GOOD             CGS
 MF1697  HISTORY     - 19960722 GOOD             USPSQD
 MF1697  HISTORY     - 20011103 GOOD             USPSQD
 MF1697  HISTORY     - 20040506 GOOD             USPSQD
 MF1697
 MF1697                          STATION DESCRIPTION
 MF1697
 MF1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1697'THIS INTERSECTION STATION WAS RECOVERED AND CHECKED.  A DETAILED
 MF1697'DESCRIPTION IS AS FOLLOWS--
 MF1697'
 MF1697'THIS STATION IS THE TALL SQUAT RED TANK AT THE KEWANEE WATERWORKS,
 MF1697'IN THE CITY OF KEWANEE, ILLINOIS.  IT IS LOCATED ABOUT 290 FEET
 MF1697'S OF THE CENTER LINE OF FIFTH STREET, ABOUT 90 FEET E OF THE
 MF1697'CENTER LINE OF N TREMONT STREET, AND ABOUT 55 FEET S OF A CONCRETE
 MF1697'STORAGE RESERVOIR.  THE TANK WAS ERECTED IN 1928.  IT IS VERY
 MF1697'PROMINENT.
 MF1697'
 MF1697'THE TANK HAS SIX TRUSSWORK LEGS ABOUT 160 FEET HIGH.  THE OVAL
 MF1697'SECTION EXTENDS DOWNWARDS ABOUT 8 FEET.  THE VERTICAL SECTION IS
 MF1697'ABOUT 30 FEET HIGH AND HAS A CATWALK AND RAIL AROUND ITS BASE.
 MF1697'THE FLAT CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT
 MF1697'IS ABOUT 190 FEET.
 MF1697
 MF1697                          STATION RECOVERY (1996)
 MF1697
 MF1697'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1697'RECOVERED IN GOOD CONDITION.
 MF1697
 MF1697                          STATION RECOVERY (2001)
 MF1697
 MF1697'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1697'RECOVERED IN GOOD CONDITION.
 MF1697
 MF1697                          STATION RECOVERY (2004)
 MF1697
 MF1697'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1698 ***********************************************************************
 MF1698  DESIGNATION -  KEWANEE WATER WORKS STACK
 MF1698  PID         -  MF1698
 MF1698  STATE/COUNTY-  IL/HENRY
 MF1698  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1698
 MF1698                         *CURRENT SURVEY CONTROL
 MF1698  ___________________________________________________________________
 MF1698* NAD 83(1997)-  41 14 49.54960(N)    089 55 33.49943(W)     ADJUSTED  
 MF1698* NAVD 88     -                                                        
 MF1698  ___________________________________________________________________
 MF1698  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 MF1698  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1698
 MF1698  HORZ ORDER  -  THIRD
 MF1698
 MF1698.The horizontal coordinates were established by classical geodetic methods
 MF1698.and adjusted by the National Geodetic Survey in October 1999..
 MF1698
 MF1698
 MF1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1698
 MF1698.The geoid height was determined by GEOID03.
 MF1698
 MF1698;                    North         East     Units Scale Factor Converg.
 MF1698;SPC IL W     -   508,493.540   720,173.888   MT  0.99994618   +0 09 31.3
 MF1698;SPC IL W     - 1,668,282.56  2,362,770.50   sFT  0.99994618   +0 09 31.3
 MF1698;UTM  16      - 4,570,317.093   254,828.460   MT  1.00033983   -1 55 48.3
 MF1698;UTM  15      - 4,570,745.806   757,578.895   MT  1.00041662   +2 01 40.2
 MF1698
 MF1698                          SUPERSEDED SURVEY CONTROL
 MF1698
 MF1698  NAD 83(1997)-  41 14 49.54946(N)    089 55 33.49941(W) AD(       ) 4
 MF1698  NAD 83(1986)-  41 14 49.55815(N)    089 55 33.50608(W) AD(       ) 4
 MF1698  NAD 27      -  41 14 49.42700(N)    089 55 33.11300(W) AD(       ) 3
 MF1698
 MF1698.Superseded values are not recommended for survey control.
 MF1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1698.See file dsdata.txt to determine how the superseded data were derived.
 MF1698
 MF1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5482870317(NAD 83)
 MF1698_MARKER: 63 = STACK
 MF1698
 MF1698  HISTORY     - Date     Condition        Report By
 MF1698  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1698
 MF1698                          STATION DESCRIPTION
 MF1698
 MF1698'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1792 ***********************************************************************
 MF1792  DESIGNATION -  KEWPORT
 MF1792  PID         -  MF1792
 MF1792  STATE/COUNTY-  IL/HENRY
 MF1792  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1792
 MF1792                         *CURRENT SURVEY CONTROL
 MF1792  ___________________________________________________________________
 MF1792* NAD 83(1997)-  41 12 13.18527(N)    089 57 45.45732(W)     ADJUSTED  
 MF1792* NAVD 88     -       260.3    (meters)     854.     (feet)  GPS OBS   
 MF1792  ___________________________________________________________________
 MF1792  X           -       3,134.794 (meters)                     COMP
 MF1792  Y           -  -4,805,892.059 (meters)                     COMP
 MF1792  Z           -   4,179,616.534 (meters)                     COMP
 MF1792  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MF1792  ELLIP HEIGHT-         227.37  (meters)          (12/06/04) GPS OBS
 MF1792  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MF1792
 MF1792  HORZ ORDER  -  FIRST
 MF1792  ELLP ORDER  -  FOURTH    CLASS I
 MF1792
 MF1792.This mark is at Kewanee Airport (EZI)
 MF1792
 MF1792.The horizontal coordinates were established by GPS observations
 MF1792.and adjusted by the National Geodetic Survey in September 1998..
 MF1792
 MF1792.The orthometric height was determined by GPS observations and a
 MF1792.high-resolution geoid model.
 MF1792
 MF1792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1792
 MF1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1792
 MF1792.The ellipsoidal height was determined by GPS observations
 MF1792.and is referenced to NAD 83.
 MF1792
 MF1792.The geoid height was determined by GEOID03.
 MF1792
 MF1792;                    North         East     Units Scale Factor Converg.
 MF1792;SPC IL W     -   503,662.194   717,112.960   MT  0.99994478   +0 08 03.9
 MF1792;SPC IL W     - 1,652,431.71  2,352,728.10   sFT  0.99994478   +0 08 03.9
 MF1792;UTM  16      - 4,565,598.565   251,592.239   MT  1.00035950   -1 57 09.3
 MF1792;UTM  15      - 4,565,814.957   754,675.767   MT  1.00039832   +2 00 06.9
 MF1792
 MF1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1792!SPC IL W     -   0.99996434  x   0.99994478  =   0.99990912
 MF1792!UTM  16      -   0.99996434  x   1.00035950  =   1.00032382
 MF1792!UTM  15      -   0.99996434  x   1.00039832  =   1.00036264
 MF1792
 MF1792:                Primary Azimuth Mark                     Grid Az
 MF1792:SPC IL W     -  KEWPORT AZ MK                            271 10 10.9
 MF1792:UTM  16      -  KEWPORT AZ MK                            273 15 24.1
 MF1792:UTM  15      -  KEWPORT AZ MK                            269 18 07.9
 MF1792
 MF1792|---------------------------------------------------------------------|
 MF1792| PID    Reference Object                     Distance      Geod. Az  |
 MF1792|                                                           dddmmss.s |
 MF1792| MF1793 KEWPORT AZ MK                       APPROX. 0.9 KM 2711814.8 |
 MF1792|---------------------------------------------------------------------|
 MF1792
 MF1792                          SUPERSEDED SURVEY CONTROL
 MF1792
 MF1792  ELLIP H (09/15/98)  227.39   (m)                       GP(       ) 3 1
 MF1792  NAD 83(1986)-  41 12 13.19256(N)    089 57 45.46467(W) AD(       ) 1
 MF1792  NGVD 29 (06/25/91)  260.4    (m)          854.     (f) GPS OBS        
 MF1792
 MF1792.Superseded values are not recommended for survey control.
 MF1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1792.See file dsdata.txt to determine how the superseded data were derived.
 MF1792
 MF1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5159265599(NAD 83)
 MF1792_MARKER: I = METAL ROD
 MF1792_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1792_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1792_STAMPING: KEWPORT 1990
 MF1792_MARK LOGO: NGS   
 MF1792_PROJECTION: FLUSH
 MF1792_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MF1792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1792+STABILITY: POSITION/ELEVATION WELL
 MF1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1792+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 MF1792_ROD/PIPE-DEPTH: 11.0 meters
 MF1792_SLEEVE-DEPTH  : 1.0 meters
 MF1792
 MF1792  HISTORY     - Date     Condition        Report By
 MF1792  HISTORY     - 1990     MONUMENTED       NGS
 MF1792  HISTORY     - 19960722 GOOD             USPSQD
 MF1792  HISTORY     - 19960822 GOOD             SECI
 MF1792  HISTORY     - 20011031 GOOD             USPSQD
 MF1792  HISTORY     - 20040506 GOOD             USPSQD
 MF1792
 MF1792                          STATION DESCRIPTION
 MF1792
 MF1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1792'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) SOUTHWEST OF KEWANEE, AT THE
 MF1792'KEWANEE MUNICIPAL AIRPORT, IN THE SOUTHWEST ANGLE OF JUNCTION OF
 MF1792'RUNWAYS, IN THE NORTHWEST 1/4 OF SECTION 17, T 14 N, R 5 E.
 MF1792'OWNERSHIP--KEWANEE AIRPORT AUTHORITY, RTE 2, KEWANEE, IL 61443.
 MF1792'AIRPORT MANAGER IS MARLEE ANDERSON, PHONE 309-853-8222 OR AIRPORT
 MF1792'AUTHORITY 853-8671.
 MF1792'TO REACH FROM THE JUNCTION OF US HIGHWAY 34 AND STATE HIGHWAY 78 IN
 MF1792'KEWANEE, GO SOUTH ON HIGHWAYS 34 AND 78 FOR 2.60 KM (1.62 MI) TO A
 MF1792'PAVED ROAD RIGHT AT A SHOPPING CENTER.  TURN RIGHT, WEST, ON WEST
 MF1792'SOUTH STREET FOR 3.76 KM (2.34 MI) TO A FORK.  BEAR RIGHT, SOUTH,
 MF1792'THEN WEST, ON MAIN ROAD FOR 1.31 KM (0.81 MI) TO THE AIRPORT ENTRANCE
 MF1792'ON THE RIGHT.  TURN RIGHT, NORTH, FOR 0.16 KM (0.10 MI) TO A GATE ON
 MF1792'THE WEST SIDE OF OFFICE.  PASS THROUGH GATE ONTO APRON FOR 0.12 KM
 MF1792'(0.07 MI) TO A TAXI ON THE LEFT.  TURN LEFT, WEST, ON TAXI FOR 0.18
 MF1792'KM (0.11 MI) TO THE WEST SIDE OF RUNWAY 1-19.  TURN RIGHT, NORTH,
 MF1792'ALONGSIDE RUNWAY FOR 0.10 KM (0.06 MI) TO RUNWAY 9-27 AND THE
 MF1792'STATION.
 MF1792'THE STATION IS LOCATED 30.7 M (100.7 FT) SOUTH FROM THE CENTER OF
 MF1792'RUNWAY 9-27, 30.5 M (100.1 FT) WEST FROM THE CENTER OF RUNWAY 1-19,
 MF1792'AND 19.8 M (65.0 FT) WEST-SOUTHWEST FROM THE FIRST RUNWAY LIGHT SOUTH
 MF1792'ALONG RUNWAY 1-19 FROM THE JUNCTION OF THE RUNWAYS.
 MF1792'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1792
 MF1792                          STATION RECOVERY (1996)
 MF1792
 MF1792'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1792'RECOVERED IN GOOD CONDITION.
 MF1792
 MF1792                          STATION RECOVERY (1996)
 MF1792
 MF1792'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1792'RECOVERED AS DESCRIBED EXCEPT THAT THE AIRPORT MANAGER IS DALE
 MF1792'LINDSTROM 309-853-8222.
 MF1792
 MF1792                          STATION RECOVERY (2001)
 MF1792
 MF1792'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1792'RECOVERED IN GOOD CONDITION.
 MF1792
 MF1792                          STATION RECOVERY (2004)
 MF1792
 MF1792'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1793 ***********************************************************************
 MF1793  DESIGNATION -  KEWPORT AZ MK
 MF1793  PID         -  MF1793
 MF1793  STATE/COUNTY-  IL/HENRY
 MF1793  USGS QUAD   -  KEWANEE SOUTH (1983)
 MF1793
 MF1793                         *CURRENT SURVEY CONTROL
 MF1793  ___________________________________________________________________
 MF1793* NAD 83(1997)-  41 12 13.84371(N)    089 58 23.85736(W)     ADJUSTED  
 MF1793* NAVD 88     -       259.2    (meters)     850.     (feet)  GPS OBS   
 MF1793  ___________________________________________________________________
 MF1793  X           -       2,240.081 (meters)                     COMP
 MF1793  Y           -  -4,805,878.373 (meters)                     COMP
 MF1793  Z           -   4,179,631.113 (meters)                     COMP
 MF1793  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 MF1793  ELLIP HEIGHT-         226.30  (meters)          (12/06/04) GPS OBS
 MF1793  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MF1793
 MF1793  HORZ ORDER  -  FIRST
 MF1793  ELLP ORDER  -  FOURTH    CLASS I
 MF1793
 MF1793.This mark is at Kewanee Airport (EZI)
 MF1793
 MF1793.The horizontal coordinates were established by GPS observations
 MF1793.and adjusted by the National Geodetic Survey in September 1998..
 MF1793
 MF1793.The orthometric height was determined by GPS observations and a
 MF1793.high-resolution geoid model.
 MF1793
 MF1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1793
 MF1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1793
 MF1793.The ellipsoidal height was determined by GPS observations
 MF1793.and is referenced to NAD 83.
 MF1793
 MF1793.The geoid height was determined by GEOID03.
 MF1793
 MF1793;                    North         East     Units Scale Factor Converg.
 MF1793;SPC IL W     -   503,680.462   716,218.292   MT  0.99994441   +0 07 38.6
 MF1793;SPC IL W     - 1,652,491.65  2,349,792.85   sFT  0.99994441   +0 07 38.6
 MF1793;UTM  16      - 4,565,649.423   250,698.456   MT  1.00036498   -1 57 34.7
 MF1793;UTM  15      - 4,565,804.054   753,780.576   MT  1.00039272   +1 59 41.5
 MF1793
 MF1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1793!SPC IL W     -   0.99996450  x   0.99994441  =   0.99990892
 MF1793!UTM  16      -   0.99996450  x   1.00036498  =   1.00032947
 MF1793!UTM  15      -   0.99996450  x   1.00039272  =   1.00035721
 MF1793
 MF1793:                Primary Azimuth Mark                     Grid Az
 MF1793:SPC IL W     -  KEWPORT                                  091 10 10.9
 MF1793:UTM  16      -  KEWPORT                                  093 15 24.2
 MF1793:UTM  15      -  KEWPORT                                  089 18 08.0
 MF1793
 MF1793|---------------------------------------------------------------------|
 MF1793| PID    Reference Object                     Distance      Geod. Az  |
 MF1793|                                                           dddmmss.s |
 MF1793| MF1792 KEWPORT                             APPROX. 0.9 KM 0911749.5 |
 MF1793|---------------------------------------------------------------------|
 MF1793
 MF1793                          SUPERSEDED SURVEY CONTROL
 MF1793
 MF1793  ELLIP H (09/15/98)  226.33   (m)                       GP(       ) 3 1
 MF1793  NAD 83(1986)-  41 12 13.85134(N)    089 58 23.86502(W) AD(       ) 1
 MF1793  NGVD 29 (06/25/91)  259.4    (m)          851.     (f) GPS OBS        
 MF1793
 MF1793.Superseded values are not recommended for survey control.
 MF1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1793.See file dsdata.txt to determine how the superseded data were derived.
 MF1793
 MF1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5069865649(NAD 83)
 MF1793_MARKER: I = METAL ROD
 MF1793_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1793_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1793_STAMPING: KEWPORT AZ MK 1990
 MF1793_MARK LOGO: NGS   
 MF1793_PROJECTION: FLUSH
 MF1793_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 MF1793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1793+STABILITY: POSITION/ELEVATION WELL
 MF1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1793+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 MF1793_ROD/PIPE-DEPTH: 9.7  meters
 MF1793_SLEEVE-DEPTH  : 1.0 meters
 MF1793
 MF1793  HISTORY     - Date     Condition        Report By
 MF1793  HISTORY     - 1990     MONUMENTED       NGS
 MF1793  HISTORY     - 19960722 GOOD             USPSQD
 MF1793  HISTORY     - 19960822 GOOD             SECI
 MF1793  HISTORY     - 20011031 GOOD             USPSQD
 MF1793  HISTORY     - 20040506 GOOD             USPSQD
 MF1793
 MF1793                          STATION DESCRIPTION
 MF1793
 MF1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1793'STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTHWEST OF KEWANEE, AT THE
 MF1793'KEWANEE MUNICIPAL AIRPORT, AT THE SOUTHWEST CORNER OF RUNWAY 9-27, IN
 MF1793'THE NORTHEAST 1/4 OF SECTION 18, T 14 N, R 5 E. OWNERSHIP--KEWANEE
 MF1793'AIRPORT AUTHORITY, RTE 2, KEWANEE, IL 61443.  AIRPORT MANAGER IS
 MF1793'MARLEE ANDERSON, PHONE 309-853-8222 OR AIRPORT AUTHORITY 853-8671.
 MF1793'TO REACH FROM THE JUNCTION OF US HIGHWAY 34 AND STATE HIGHWAY 78 IN
 MF1793'KEWANEE, GO SOUTH ON HIGHWAYS 34 AND 78 FOR 2.60 KM (1.62 MI) TO A
 MF1793'PAVED ROAD RIGHT AT A SHOPPING CENTER.  TURN RIGHT, WEST, ON WEST
 MF1793'SOUTH STREET FOR 3.76 KM (2.34 MI) TO A FORK.  BEAR RIGHT, SOUTH,
 MF1793'THEN WEST, ON MAIN ROAD FOR 1.31 KM (0.81 MI) TO THE AIRPORT ENTRANCE
 MF1793'ON THE RIGHT.  TURN RIGHT, NORTH, FOR 0.16 KM (0.10 MI) TO A GATE ON
 MF1793'THE WEST SIDE OF OFFICE.  PASS THROUGH GATE ONTO APRON FOR 0.12 KM
 MF1793'(0.07 MI) TO A TAXI ON THE LEFT.  TURN LEFT, WEST, ON TAXI FOR 0.18
 MF1793'KM (0.11 MI) TO THE WEST SIDE OF RUNWAY 1-19.  TURN RIGHT, NORTH,
 MF1793'ALONGSIDE RUNWAY FOR 0.10 KM (0.06 MI) TO RUNWAY 9-27.  TURN LEFT,
 MF1793'WEST, ALONGSIDE THE RUNWAY FOR 0.90 KM (0.56 MI) TO THE TURN-AROUND
 MF1793'AND THE STATION.
 MF1793'THE STATION IS LOCATED 27.4 M (89.9 FT) SOUTH FROM THE CENTER OF THE
 MF1793'RUNWAY, 21.6 M (70.9 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE
 MF1793'ASPHALT TURN-AROUND, 19.5 M (64.0 FT) EAST FROM THE EAST EDGE OF THE
 MF1793'TURN-AROUND, AND 19.4 M (63.6 FT) SOUTHWEST FROM THE FIRST RUNWAY
 MF1793'LIGHT EAST OF THE WEST END OF THE RUNWAY.
 MF1793'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1793
 MF1793                          STATION RECOVERY (1996)
 MF1793
 MF1793'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1793'RECOVERED IN GOOD CONDITION.
 MF1793
 MF1793                          STATION RECOVERY (1996)
 MF1793
 MF1793'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1793'RECOVERED AS DESCRIBED.
 MF1793
 MF1793                          STATION RECOVERY (2001)
 MF1793
 MF1793'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1793'RECOVERED IN GOOD CONDITION.
 MF1793
 MF1793                          STATION RECOVERY (2004)
 MF1793
 MF1793'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1968 ***********************************************************************
 JB1968  CBN         -  This is a Cooperative Base Network Control Station.
 JB1968  DESIGNATION -  KEYSTONE
 JB1968  PID         -  JB1968
 JB1968  STATE/COUNTY-  IL/MADISON
 JB1968  USGS QUAD   -  ST JACOB (1991)
 JB1968
 JB1968                         *CURRENT SURVEY CONTROL
 JB1968  ___________________________________________________________________
 JB1968* NAD 83(1997)-  38 42 13.79529(N)    089 46 22.17506(W)     ADJUSTED  
 JB1968* NAVD 88     -       162.5    (meters)     533.     (feet)  GPS OBS   
 JB1968  ___________________________________________________________________
 JB1968  X           -      19,761.363 (meters)                     COMP
 JB1968  Y           -  -4,984,015.752 (meters)                     COMP
 JB1968  Z           -   3,966,794.619 (meters)                     COMP
 JB1968  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 JB1968  ELLIP HEIGHT-         131.57  (meters)          (09/15/03) GPS OBS
 JB1968  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JB1968
 JB1968  HORZ ORDER  -  A
 JB1968  ELLP ORDER  -  FOURTH    CLASS I
 JB1968
 JB1968.The horizontal coordinates were established by GPS observations
 JB1968.and adjusted by the National Geodetic Survey in September 2003..
 JB1968
 JB1968.The orthometric height was determined by GPS observations and a
 JB1968.high-resolution geoid model.
 JB1968
 JB1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB1968
 JB1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1968
 JB1968.The ellipsoidal height was determined by GPS observations
 JB1968.and is referenced to NAD 83.
 JB1968
 JB1968.The geoid height was determined by GEOID03.
 JB1968
 JB1968;                    North         East     Units Scale Factor Converg.
 JB1968;SPC IL W     -   226,166.444   734,256.782   MT  0.99995562   +0 14 46.6
 JB1968;SPC IL W     -   742,014.41  2,408,974.13   sFT  0.99995562   +0 14 46.6
 JB1968;UTM  16      - 4,287,561.249   258,877.630   MT  1.00031601   -1 44 04.8
 JB1968
 JB1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1968!SPC IL W     -   0.99997936  x   0.99995562  =   0.99993498
 JB1968!UTM  16      -   0.99997936  x   1.00031601  =   1.00029536
 JB1968
 JB1968|---------------------------------------------------------------------|
 JB1968| PID    Reference Object                     Distance      Geod. Az  |
 JB1968|                                                           dddmmss.s |
 JB1968| CI3998 KEYSTONE RM 1                        34.973 METERS 00421     |
 JB1968| CI4000 KEYSTONE RM 3                        29.411 METERS 01109     |
 JB1968| JB1969 ST JACOB MUNICIPAL TANK             APPROX. 1.9 KM 0190432.2 |
 JB1968| CI3996 KEYSTONE AZ MK                                     0204456.6 |
 JB1968| CI3997 KEYSTONE AZ MK 2                                   0294542.2 |
 JB1968| JB1948 HIGHLAND RED MUNICIPAL TANK         APPROX. 9.5 KM 0470104.7 |
 JB1968| JB1947 HIGHLAND ATT MICROWAVE TOWER        APPROX. 9.6 KM 0470844.9 |
 JB1968| JB1960 HIGHLAND ELECTRIC CO STK            APPROX. 8.7 KM 0610511.1 |
 JB1968| JB1958 HIGHLAND HUG TRUCK CO STACK         APPROX. 9.6 KM 0613834.8 |
 JB1968| JB1967 HIGHLAND MUNICIPAL TANK             APPROX. 9.2 KM 0654244.7 |
 JB1968| JB1957 TRENTON WATER TANK                  APPROX.13.4 KM 1445404.0 |
 JB1968| CI3999 KEYSTONE RM 2                        52.776 METERS 17426     |
 JB1968| JB1977 LEBANON MUNICIPAL TANK              APPROX.11.5 KM 1952633.6 |
 JB1968| JB1978 LEBANON COLLEGE CHAPEL SPIRE        APPROX.11.4 KM 1991200.0 |
 JB1968| JB1996 COLLINSVILLE SMELTING CO S STK      APPROX.16.3 KM 2651638.9 |
 JB1968| JB1997 COLLINSVILLE SMELTING CO N STK      APPROX.16.3 KM 2652421.2 |
 JB1968| JB2003 EDWARDSVILLE KETTLE R TREAT TK      APPROX.17.9 KM 2984606.7 |
 JB1968| JB2001 EDWARDSVILLE MUNICIPAL TANK         APPROX.19.1 KM 3054520.4 |
 JB1968| JB2004 EDWARDSVILLE MUNICIPAL SPIPE        APPROX.20.4 KM 3072349.1 |
 JB1968| JB2002 EDWARDSVILLE RICHARDS CO STK        APPROX.19.1 KM 3081129.9 |
 JB1968|---------------------------------------------------------------------|
 JB1968
 JB1968                          SUPERSEDED SURVEY CONTROL
 JB1968
 JB1968  NAD 83(1997)-  38 42 13.79465(N)    089 46 22.17685(W) AD(       ) 1
 JB1968  ELLIP H (10/21/99)  131.66   (m)                       GP(       ) 4 1
 JB1968  NAD 83(1986)-  38 42 13.81070(N)    089 46 22.17182(W) AD(       ) 1
 JB1968  NAD 27      -  38 42 13.63998(N)    089 46 21.83269(W) AD(       ) 1
 JB1968  NGVD 29 (07/19/86)  162.5    (m)          533.     (f) VERT ANG       
 JB1968
 JB1968.Superseded values are not recommended for survey control.
 JB1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1968.See file dsdata.txt to determine how the superseded data were derived.
 JB1968
 JB1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5887887561(NAD 83)
 JB1968_MARKER: DH = HORIZONTAL CONTROL DISK
 JB1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1968_SP_SET: CONCRETE POST
 JB1968_STAMPING: KEYSTONE 1934
 JB1968_MARK LOGO: CGS   
 JB1968_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1968+STABILITY: SURFACE MOTION
 JB1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB1968+SATELLITE: SATELLITE OBSERVATIONS - July , 2002
 JB1968
 JB1968  HISTORY     - Date     Condition        Report By
 JB1968  HISTORY     - 1934     MONUMENTED       CGS
 JB1968  HISTORY     - 1934     GOOD             CGS
 JB1968  HISTORY     - 1939     GOOD             CGS
 JB1968  HISTORY     - 1960     GOOD             CGS
 JB1968  HISTORY     - 1974     GOOD             ILDT
 JB1968  HISTORY     - 1978     GOOD             NGS
 JB1968  HISTORY     - 19901018 GOOD             NGS
 JB1968  HISTORY     - 19910520 GOOD             NGS
 JB1968  HISTORY     - 200207   GOOD             ILDT
 JB1968
 JB1968                          STATION DESCRIPTION
 JB1968
 JB1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JB1968'ABOUT 0.95 MILE SOUTH-SOUTHWEST OF ST JACOB, AT THE WEST EDGE OF THE
 JB1968'KEYSTONE CEMETERY,
 JB1968'IN THE PARKWAY BETWEEN THE WEST FENCE OF CEMETERY
 JB1968'AND THE ROAD, 13.5 FEET WEST OF FENCE
 JB1968'LINE, 46 FEET WEST OF PIASTACK
 JB1968'TOMBSTONE, 45 FEET EAST OF PAVED ROAD, 36 FEET SOUTHEAST
 JB1968'OF CINDER DRIVE
 JB1968'TO CEMETERY, AND IS FLUSH WITH THE GROUND.
 JB1968'
 JB1968'TO REACH FROM THE MAIN INTERSECTION IN ST JACOB, GO SOUTH ON PAVED
 JB1968'ROAD FOR 0.5 MILE,
 JB1968'JOG WEST 0.25 MILE, THENCE SOUTH 0.2 MILE TO THE
 JB1968'STATION AT THE KEYSTONE CEMETERY.
 JB1968'
 JB1968'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 3 FEET WEST OF FENCE
 JB1968'LINE, 20 FEET WEST
 JB1968'OF THE BUEHLMANN TOMBSTONE, AND IS FLUSH WITH THE
 JB1968'GROUND.  REFERENCE MARK NO 2 IS SOUTH
 JB1968'OF THE STATION, 1 FOOT WEST OF
 JB1968'FENCE LINE, 1 FOOT SOUTHWEST OF THE SOUTH GATEPOST TO
 JB1968'THE MAIN
 JB1968'ENTRANCE TO CEMETERY, AND IS FLUSH WITH THE GROUND.  DISTANCE BETWEEN
 JB1968'REFERENCE MARKS 1
 JB1968'AND 2 IS - 286.34 FEET.
 JB1968'
 JB1968'AZIMUTH MARK IS NORTHEAST OF THE STATION, 22 FEET NORTH OF THE CENTER
 JB1968'LINE OF PAVED
 JB1968'ROAD, 1 FOOT SOUTH OF FENCE LINE, 0.05 MILE EAST OF
 JB1968'WHERE ROAD TURNS SOUTH, AND
 JB1968'PROJECTS 3 INCHES.
 JB1968
 JB1968                          STATION RECOVERY (1934)
 JB1968
 JB1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JB1968'RECOVERED IN GOOD CONDITION.
 JB1968
 JB1968                          STATION RECOVERY (1939)
 JB1968
 JB1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (CJA)
 JB1968'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION IS COMPLETE AND
 JB1968'SATISFACTORY, THE
 JB1968'ONLY CHANGE NOTED IS THAT THE FENCE ALONG THE WEST
 JB1968'SIDE OF THE CEMETERY HAS BEEN
 JB1968'REPLACED BY A SHRUB HEDGE WHICH IS
 JB1968'PARALLEL TO AND 2 FEET WEST OF THE OLD FENCE.
 JB1968'THE DISTANCE AND
 JB1968'DIRECTIONS TO THE REFERENCE MARKS WERE NOT CHECKED BECAUSE THEY
 JB1968'WERE COVERED BY
 JB1968'DEEP SNOW DRIFTS.
 JB1968
 JB1968                          STATION RECOVERY (1960)
 JB1968
 JB1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1968'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT RM NO 1 WAS
 JB1968'FOUND IN GOOD CONDITION.
 JB1968'RM NO 1 HAS BEEN DISTURBED AND IS TILTED TO THE
 JB1968'NORTH.  THE DISTANCE AND DIRECTION
 JB1968'TO RM NO 1 DID NOT CHECK.  THE
 JB1968'DISTANCE AND DIRECTION TO RM NO 2 AND AZIMUTH MARK
 JB1968'WAS MEASURED AND
 JB1968'CHECKED.  THE SOUTH GATE POST MENTIONED IN THE ORIGINAL DESCRIPTION
 JB1968'LOCATING RM NO 2
 JB1968'HAS BEEN REPLACED BY A NEW BRICK ENTRANCE POST AND
 JB1968'NOW RM NO 2 IS 5 FEET
 JB1968'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 JB1968'BRICK ENTRANCE POST AND 7 FEET SOUTH OF
 JB1968'THE DRIVEWAY ENTRANCE TO THE
 JB1968'CEMETERY.  A WITNESS POST WAS SET AT THE AZIMUTH MARK AND
 JB1968'THE AZIMUTH MARK
 JB1968'IS 1.1 FEET NORTH OF THE WITNESS POST.
 JB1968'
 JB1968'THE ORIGINAL TO REACH IS ADEQUATE.
 JB1968
 JB1968                          STATION RECOVERY (1974)
 JB1968
 JB1968'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1974 (RIL)
 JB1968'KEYSTONE 1934 RECOVERED GOOD.
 JB1968'
 JB1968'KEYSTONE NO. 1 RECOVERED GOOD.
 JB1968'
 JB1968'KEYSTONE NO.2 RECOVERED GOOD.
 JB1968'
 JB1968'KEYSTONE 1934 RECOVERED FAIR.  STA. AZI. HAS BEEN HIT.
 JB1968'
 JB1968'THE DESCRIPTION OF 1960 IS ADEQUATE WITH THIS EXCEPTION.  A TRAVERSE
 JB1968'WAS RUN FROM ALBERT NO. 2 TO KEYSTONE USING ST. JACOP MUNI. WATER
 JB1968'TANK AS THE AZIMUTH, CLOSED SECOND ORDER ANGLES WERE TURNED BETWEEN
 JB1968'TANK AND KEYSTONE AZI. MK. AND WAS FOUND TO BE - 40.2 INCHES OFF.
 JB1968'
 JB1968'DISTANCE AND DIRECTION FROM NEAREST TOWN--ST. JACOB.  .95 MI.
 JB1968'S.S.W.
 JB1968
 JB1968                          STATION RECOVERY (1978)
 JB1968
 JB1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JB1968'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 JB1968'REFERENCE MARK 1 WAS FOUND LEANING TO THE NORTH AND WAS
 JB1968'DESTROYED.  THE DISK WAS SALVAGED.  THE AZIMUTH MARK WAS NOT FOUND
 JB1968'AND ASSUMED DESTROYED BY FARMING EQUIPMENT.  REFERENCE MARK 3 AND
 JB1968'A NEW AZIMUTH MARK WERE SET AND ESTABLISHED AT THIS TIME.  THE
 JB1968'DISTANCE AND DIRECTION CHECKED R.M. 2.  THE ANGLE BETWEEN ST. JACOB
 JB1968'SPIRE AND ST. JACOB WATER TANK 1960 CHECKED.
 JB1968'
 JB1968'DUE TO ROAD CHANGES AND NOW NAMED OR NUMBERED A NEW DESCRIPTION
 JB1968'FOLLOWS--
 JB1968'
 JB1968'THE STATION IS LOCATED AT THE WEST EDGE OF THE KEYSTONE CEMETERY,
 JB1968'ABOUT 1.0 MILE SOUTH OF ST. JACOB.  IT IS 223 FEET SOUTH OF THE
 JB1968'CENTERLINE OF THE NORTH ENTRANCE OF THE CEMETERY, 166 FEET NORTH OF
 JB1968'THE CENTERLINE OF THE MAIN ENTRANCE FROM THE WEST TO THE CEMETERY,
 JB1968'43 FEET EAST OF THE CENTERLINE OF PAVED ROAD, 21 FEET WEST OF THE
 JB1968'WINTELER HEAD STONE AND 12 FEET SOUTHEAST OF A 20-INCH ELM TREE.
 JB1968'THE MARK IS FLUSH AND THE DISK STAMPED KEYSTONE 1934.
 JB1968'
 JB1968'REFERENCE MARK 2 IS 57 FEET EAST OF THE CENTERLINE OF THE ROAD, 7
 JB1968'FEET SOUTH OF THE CENTERLINE OF THE MAIN ENTRANCE AND 5 FEET
 JB1968'NORTHWEST OF THE SOUTH BRICK POST OF THE CEMETERY ENTRANCE.  THE
 JB1968'MARK IS FLUSH AND THE DISK STAMPED KEYSTONE NO 2 1934.
 JB1968'
 JB1968'REFERENCE MARK 3 IS 118 FEET SOUTH OF THE CENTERLINE OF THE NORTH
 JB1968'ENTRANCE TO CEMETERY, 43 FEET NORTH OF HUG HEADSTONE AND 31 FEET
 JB1968'EAST OF CENTERLINE OF THE ROAD.  THE MARK IS FLUSH AND THE DISK
 JB1968'STAMPED KEYSTONE 1934 NO 3 1978.
 JB1968'
 JB1968'AZIMUTH MARK IS 21 FEET NORTH OF THE CENTERLINE OF PAVED ROAD, 2
 JB1968'FEET WEST OF A POWER POLE AND 1-FOOT EAST OF A METAL WITNESS POST.
 JB1968'THE MARK IS FLUSH AND THE DISK STAMPED KEYSTONE 1934 1978.
 JB1968'
 JB1968'TO REACH THE STATION FROM THE POST OFFICE IN ST. JACOB, GO SOUTH ON
 JB1968'DOUGLAS STREET FOR 0.7 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO
 JB1968'WEST ON A PAVED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 JB1968'RIGHT.  CONTINUE WEST ON THE ROAD FOR 0.15 MILE TO WHERE ROAD
 JB1968'CURVES TO THE SOUTH, CONTINUE ON THE ROAD SOUTH FOR 0.2 MILE TO THE
 JB1968'MARK ON THE LEFT AS DESCRIBED.
 JB1968'
 JB1968'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 JB1968'ST. JACOB.
 JB1968'
 JB1968'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JB1968
 JB1968                          STATION RECOVERY (1990)
 JB1968
 JB1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JB1968'NOTE--EVERYONE CONNECTED WITH TOWN WAS ON VACATION AT TIME OF RECON.
 JB1968'PERMISSION WAS GIVEN BY THE TOWN CLERK BUT CALL HER IN ADVANCE AS SHE
 JB1968'WILL HAVE NOTIFIED RESPONSIBLE PEOPLE.
 JB1968'STATION WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 JB1968'FOR.  STATION IS LOCATED ALONG THE WEST SIDE OF THE KEYSTONE
 JB1968'CEMETERY, ABOUT 1.5 KM (0.9 MI)  SOUTH OF ST JACOB, IN SOUTH CENTRAL
 JB1968'SECTION 16, T 3 N, R 6 W.  OWNERSHIP--TOWN OF ST JACOB.  PERMISSION
 JB1968'BY TOWN CLERK RUBY GALEENER, PHONE 618-644-2211.
 JB1968'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND THE MARINE-ST JACOB
 JB1968'ROAD ON THE NORTH SIDE OF ST JACOB, GO SOUTH ON THE MAIN STREET FOR
 JB1968'0.36 KM (0.22 MI)  TO THE POST OFFICE ON THE RIGHT.  CONTINUE SOUTH
 JB1968'FOR 0.32 KM (0.20 MI)  TO A CROSSROAD (OLD HIGHWAY 40).  CONTINUE
 JB1968'SOUTH FOR 0.83 KM (0.52 MI)  TO A PAVED ROAD RIGHT.  TURN RIGHT,
 JB1968'WEST, THEN SOUTH, ON ROAD 350 N FOR 0.71 KM (0.44 MI)  TO HIGH GROUND
 JB1968'AND STATION ON THE LEFT.
 JB1968'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 25-CM ROUND
 JB1968'CONCRETE POST 8 CM BELOW GROUND.  IT IS 13.3 M (43.6 FT)  EAST OF THE
 JB1968'ROAD CENTER, 23.2 M (76.1 FT)  EAST-NORTHEAST OF A UTILITY POLE WITH
 JB1968'TRANSFORMER ACROSS THE ROAD, 7.7 M (25.3 FT)  SOUTHWEST OF THE
 JB1968'NORTHWEST CORNER OF THE VALENTINE WEBER HEADSTONE, AND 6.8 M
 JB1968'(22.3 FT)  WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE ELIZABETH
 JB1968'GAU HEADSTONE.
 JB1968
 JB1968                          STATION RECOVERY (1991)
 JB1968
 JB1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JB1968'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) SOUTH OF ST JACOB, ALONG
 JB1968'THE WEST SIDE OF THE KEYSTONE CEMETERY.  OWNERSHIP--TOWN OF ST JACOB,
 JB1968'CITY HALL, ST JACOB, IL. PHONE 618-644-2211.
 JB1968'TO REACH THE STATION FROM THE JUCNTION OF U.S. HIGHWAY 40 AND THE
 JB1968'MARINE-ST JACOB ROAD ON THE NORTH SIDE OF ST JACOB, GO SOUTH ON THE
 JB1968'MAIN STREET FOR 0.36 KM (0.22 MI) TO THE POST OFFICE ON THE RIGHT.
 JB1968'CONTINUE SOUTH FOR 0.32 KM (0.20 MI) TO A CROSSROAD (OLD HIGHWAY 40).
 JB1968'CONTINUE SOUTH FOR 0.83 KM (0.52 MI) TO A PAVED ROAD RIGHT.  TURN
 JB1968'RIGHT, WEST, THEN SOUTH ON ROAD 350 N FOR 0.71 KM (0.44 MI) TO HIGH
 JB1968'GROUND AND THE STATION ON THE LEFT.
 JB1968'THE STATION IS SET 13.3 M (43.6 FT) EAST OF THE ROAD CENTER, 23.2 M
 JB1968'(76.1 FT) EAST-NORTHEAST OF A UTILITY POLE WITH A TRANSFORMER ACROSS
 JB1968'THE ROAD, 7.7 M (25.3 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 JB1968'SOUTHWEST CORNER OF THE ELIZABETH GAU HEADSTONE.
 JB1968
 JB1968                          STATION RECOVERY (2002)
 JB1968
 JB1968'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (NO)
 JB1968'STATION RECOVERY (2002)
 JB1968' 
 JB1968'RECOVERY NOTE ILDT 2002
 JB1968'THE STATION IS LOCATED IN MADISON COUNTY, 0.95 MILES SOUTH-SOUTHWEST
 JB1968'OF THE TOWN OF ST.
 JB1968'JACOB.  LOCATED AT THE WEST EDGE OF KEYSTONE CEMETERY.
 JB1968' 
 JB1968'TO REACH THE STATION FROM THE INTERSECTION OF DOUGLAS STREET AND US 40
 JB1968'IN ST. JACOB. GO
 JB1968'SOUTH ON DOUGLAS STREET FOR 0.5 MILES, JOG WEST 0.25 MILES ON CEDAR
 JB1968'ROAD, THEN SOUTH 0.2
 JB1968'MILES TO THE STATION ON THE LEFT AT KEYSTONE CEMETERY.
 JB1968' 
 JB1968'THE STATION IS 46 FEET WEST OF PIASTACK TOMBSTONE, 45 FEET EAST OF
 JB1968'PAVED ROAD, 36 FEET
 JB1968'SOUTHEAST OF THE INTERSECTION OF A DRIVEWAY INTO CEMETERY AND NORTH
 JB1968'SOUTH PAVED
 JB1968'ROAD.
 JB1968' 
 JB1968'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1460 ***********************************************************************
 LC1460  DESIGNATION -  KICKAPOO
 LC1460  PID         -  LC1460
 LC1460  STATE/COUNTY-  IL/PEORIA
 LC1460  USGS QUAD   -  OAK HILL (1997)
 LC1460
 LC1460                         *CURRENT SURVEY CONTROL
 LC1460  ___________________________________________________________________
 LC1460* NAD 83(1997)-  40 46 57.46685(N)    089 45 05.38945(W)     ADJUSTED  
 LC1460* NAVD 88     -       201.530  (meters)     661.19   (feet)  ADJUSTED  
 LC1460  ___________________________________________________________________
 LC1460  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LC1460  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LC1460  DYNAMIC HT  -         201.439 (meters)     660.89  (feet)  COMP
 LC1460  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LC1460
 LC1460  HORZ ORDER  -  SECOND
 LC1460  VERT ORDER  -  SECOND    CLASS 0
 LC1460
 LC1460.The horizontal coordinates were established by classical geodetic methods
 LC1460.and adjusted by the National Geodetic Survey in October 1999..
 LC1460
 LC1460.The orthometric height was determined by differential leveling
 LC1460.and adjusted by the National Geodetic Survey in June 1991..
 LC1460
 LC1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1460
 LC1460.The geoid height was determined by GEOID03.
 LC1460
 LC1460.The dynamic height is computed by dividing the NAVD 88
 LC1460.geopotential number by the normal gravity value computed on the
 LC1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1460.degrees latitude (g = 980.6199 gals.).
 LC1460
 LC1460.The modeled gravity was interpolated from observed gravity values.
 LC1460
 LC1460;                    North         East     Units Scale Factor Converg.
 LC1460;SPC IL W     -   456,970.510   735,042.859   MT  0.99995629   +0 16 16.3
 LC1460;SPC IL W     - 1,499,244.08  2,411,553.11   sFT  0.99995629   +0 16 16.3
 LC1460;UTM  16      - 4,518,270.326   267,823.061   MT  1.00026355   -1 47 53.0
 LC1460
 LC1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1460!SPC IL W     -   0.99997356  x   0.99995629  =   0.99992986
 LC1460!UTM  16      -   0.99997356  x   1.00026355  =   1.00023711
 LC1460
 LC1460:                Primary Azimuth Mark                     Grid Az
 LC1460:SPC IL W     -  KICKAPOO AZ MK                           002 55 52.1
 LC1460:UTM  16      -  KICKAPOO AZ MK                           005 00 01.4
 LC1460
 LC1460|---------------------------------------------------------------------|
 LC1460| PID    Reference Object                     Distance      Geod. Az  |
 LC1460|                                                           dddmmss.s |
 LC1460| LC1456 KICKAPOO AZ MK                                     0031208.4 |
 LC1460| LC1457 KICKAPOO RM 1                        18.121 METERS 09300     |
 LC1460| LC1458 KICKAPOO RM 2                        19.858 METERS 18334     |
 LC1460| LC1461 KICKAPOO 2                            5.966 METERS 27141     |
 LC1460|---------------------------------------------------------------------|
 LC1460
 LC1460                          SUPERSEDED SURVEY CONTROL
 LC1460
 LC1460  NAD 83(1997)-  40 46 57.47028(N)    089 45 05.38730(W) AD(       ) 2
 LC1460  NAD 83(1986)-  40 46 57.47458(N)    089 45 05.38924(W) AD(       ) 2
 LC1460  NAD 27      -  40 46 57.34240(N)    089 45 05.01990(W) AD(       ) 2
 LC1460  NGVD 29 (??/??/92)  201.61   (m)          661.4    (f) COMPUTED    2 0
 LC1460
 LC1460.Superseded values are not recommended for survey control.
 LC1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1460.See file dsdata.txt to determine how the superseded data were derived.
 LC1460
 LC1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6782318270(NAD 83)
 LC1460_MARKER: DS = TRIANGULATION STATION DISK
 LC1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1460_STAMPING: KICKAPOO 1959
 LC1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1460
 LC1460  HISTORY     - Date     Condition        Report By
 LC1460  HISTORY     - 1959     MONUMENTED       CGS
 LC1460  HISTORY     - 1959     GOOD             CGS
 LC1460  HISTORY     - 1962     GOOD             CGS
 LC1460  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1460
 LC1460                          STATION DESCRIPTION
 LC1460
 LC1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1460'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF KICKAPOO AND
 LC1460'IS ON THE WEST SIDE OF KICKAPOO-EDWARDS ROAD.
 LC1460'
 LC1460'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LC1460'150 AND KICKAPOO-EDWARDS ROAD (WARNERS MARKET) IN KICKAPOO.
 LC1460'GO SOUTH ON KICKAPOO-EDWARDS ROAD FOR 0.15 MILE TO THE AZIMUTH
 LC1460'MARK ON LEFT AS DESCRIBED.  CONTINUE SOUTH FOR 0.35 MILE TO
 LC1460'THE STATION ON RIGHT AS DESCRIBED.
 LC1460'
 LC1460'THE STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 X 12
 LC1460'INCH CONCRETE POST WHICH IS SET FLUSH AND THE DISK IS STAMPED
 LC1460'KICKAPOO 1959.  IT IS 29 FEET WEST OF THE CENTER OF ROAD,
 LC1460'10 FEET NORTH-NORTHEAST OF POWER LINE POLE, 4.7 FEET EAST OF
 LC1460'FENCELINE AND 4.5 FEET EAST OF WITNESS POST.
 LC1460'
 LC1460'REFERENCE MARK NO. 1 IS 30 FEET EAST OF CENTER OF ROAD AND 3
 LC1460'FEET WEST OF FENCELINE.  THE MARK IS A STANDARD REFERENCE
 LC1460'MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING
 LC1460'ABOUT 4 INCHES AND THE DISK IS STAMPED KICKAPOO NO. 1 1959.
 LC1460'
 LC1460'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF POWER LINE POLE, 31
 LC1460'FEET WEST OF CENTER OF ROAD AND 2.8 FEET EAST OF FENCELINE.
 LC1460'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 LC1460'12 X 12 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES AND THE
 LC1460'DISK IS STAMPED KICKAPOO NO. 2 1959.
 LC1460'
 LC1460'AZIMUTH MARK IS 30.6 FEET EAST OF CENTER OF ROAD AND 1.8 FEET
 LC1460'EAST OF WITNESS POST.  THE MARK IS SET IN A DRILL HOLE IN
 LC1460'THE SOUTH END OF HEADWALL OF CONCRET CULVERT, THE DISK IS
 LC1460'STAMPED KICKAPOO 1959.
 LC1460'
 LC1460'HEIGHT OF LIGHT ABOVE STATION MARK 4.34 METERS.
 LC1460
 LC1460                          STATION RECOVERY (1959)
 LC1460
 LC1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC1460'0.4 MI S FROM KICKAPOO.
 LC1460'ABOUT 0.4 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE SOUTHWEST
 LC1460'CORNER OF THE CITY PARK AT KICKAPOO, 29 FEET WEST OF THE CENTER
 LC1460'LINE OF THE ROAD, 4 1/2 FEET EAST OF A FENCE, 9 1/2 FEET
 LC1460'NORTH-NORTHEAST OF THE SECOND POWER POLE NORTH OF A HOUSE ON THE
 LC1460'WEST SIDE OF THE ROAD, 4.6 FEET EAST OF A METAL WITNESS POST,
 LC1460'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 LC1460
 LC1460                          STATION RECOVERY (1962)
 LC1460
 LC1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LC1460'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LC1460'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE STATION
 LC1460'AND BOTH REFERENCE MARKS, SO A NEW STATION, KICKAPOO 2, AND
 LC1460'TWO REFERENCE MARKS WERE ESTABLISHED.  THIS STATION AND THE
 LC1460'REFERENCE MARKS WERE DESTROYED.  FOR DETAILS, SEE THE DESCRIPTION
 LC1460'OF KICKAPOO 2 1962.
 LC1460
 LC1460                          STATION RECOVERY (1998)
 LC1460
 LC1460'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1461 ***********************************************************************
 LC1461  DESIGNATION -  KICKAPOO 2
 LC1461  PID         -  LC1461
 LC1461  STATE/COUNTY-  IL/PEORIA
 LC1461  USGS QUAD   -  OAK HILL (1997)
 LC1461
 LC1461                         *CURRENT SURVEY CONTROL
 LC1461  ___________________________________________________________________
 LC1461* NAD 83(1997)-  40 46 57.47252(N)    089 45 05.64378(W)     ADJUSTED  
 LC1461* NAVD 88     -       201.72   (meters)     661.8    (feet)  RESET     
 LC1461  ___________________________________________________________________
 LC1461  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 LC1461  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LC1461
 LC1461  HORZ ORDER  -  THIRD
 LC1461  VERT ORDER  -  THIRD
 LC1461
 LC1461.The horizontal coordinates were established by classical geodetic methods
 LC1461.and adjusted by the National Geodetic Survey in October 1999..
 LC1461.No horizontal observational check was made to the station.
 LC1461
 LC1461.The orthometric height was computed from unverified reset data.
 LC1461.No vertical observational check was made to the station.
 LC1461
 LC1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1461
 LC1461.The geoid height was determined by GEOID03.
 LC1461
 LC1461;                    North         East     Units Scale Factor Converg.
 LC1461;SPC IL W     -   456,970.657   735,036.896   MT  0.99995628   +0 16 16.1
 LC1461;SPC IL W     - 1,499,244.56  2,411,533.55   sFT  0.99995628   +0 16 16.1
 LC1461;UTM  16      - 4,518,270.688   267,817.104   MT  1.00026358   -1 47 53.2
 LC1461
 LC1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1461!SPC IL W     -   0.99997354  x   0.99995628  =   0.99992982
 LC1461!UTM  16      -   0.99997354  x   1.00026358  =   1.00023711
 LC1461
 LC1461:                Primary Azimuth Mark                     Grid Az
 LC1461:SPC IL W     -  KICKAPOO AZ MK                           003 31 51.7
 LC1461:UTM  16      -  KICKAPOO AZ MK                           005 36 01.0
 LC1461
 LC1461|---------------------------------------------------------------------|
 LC1461| PID    Reference Object                     Distance      Geod. Az  |
 LC1461|                                                           dddmmss.s |
 LC1461| LC1456 KICKAPOO AZ MK                                     0034807.8 |
 LC1461| LC1460 KICKAPOO                              5.966 METERS 09141     |
 LC1461| LC1459 KICKAPOO 2 RM 3                      29.398 METERS 09250     |
 LC1461| LC1462 KICKAPOO 2 RM 4                      19.858 METERS 18058     |
 LC1461|---------------------------------------------------------------------|
 LC1461
 LC1461                          SUPERSEDED SURVEY CONTROL
 LC1461
 LC1461  NAD 83(1997)-  40 46 57.47596(N)    089 45 05.64163(W) AD(       ) 3
 LC1461  NAD 83(1986)-  40 46 57.48025(N)    089 45 05.64357(W) AD(       ) 3
 LC1461  NAD 27      -  40 46 57.34810(N)    089 45 05.27420(W) AD(       ) 3
 LC1461  NGVD 29 (??/??/??)  201.80   (m)          662.1    (f) RESET       3  
 LC1461
 LC1461.Superseded values are not recommended for survey control.
 LC1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1461.See file dsdata.txt to determine how the superseded data were derived.
 LC1461
 LC1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL6781718271(NAD 83)
 LC1461_MARKER: DS = TRIANGULATION STATION DISK
 LC1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1461_STAMPING: KICKAPOO 2 1962
 LC1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1461+STABILITY: SURFACE MOTION
 LC1461
 LC1461  HISTORY     - Date     Condition        Report By
 LC1461  HISTORY     - 1962     MONUMENTED       CGS
 LC1461  HISTORY     - 1962     GOOD             CGS
 LC1461  HISTORY     - 1969     GOOD             USGS
 LC1461  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1461
 LC1461                          STATION DESCRIPTION
 LC1461
 LC1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 LC1461'STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE SMALL VILLAGE
 LC1461'OF KICKAPOO AND STATE HIGHWAY 150 AND 1/2 MILE NORTH OF NEW
 LC1461'INTERSTATE HIGHWAY 74 IN THE NW 1/4 OF SEC. 7, T. 9 N., R 7 E.,
 LC1461'48 FEET WEST OF THE CENTER OF THE KICKAPOO-EDWARDS HARD-SURFACED
 LC1461'ROAD WHICH WILL OVERPASS NEW INTERSTATE HIGHWAY 74, 2 FEET
 LC1461'EAST OF THE WEST RIGHT-OF-WAY OF THE ROAD, AND 1.5 FEET SOUTH
 LC1461'OF A STEEL WITNESS POST WITH A SIGN.  THE MARK PROJECTS 4
 LC1461'INCHES AND THE DISK IS STAMPED KICKAPOO 2 1962.
 LC1461'
 LC1461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 150
 LC1461'AND THE KICKAPOO-EDWARDS ROAD IN THE SMALL TOWN OF KICKAPOO,
 LC1461'GO SOUTH ON THE KICKAPOO-EDWARDS HARD-SURFACED ROAD FOR 0.15
 LC1461'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 LC1461'SOUTH ON THE SAME HARD-SURFACED ROAD FOR 0.35 MILE TO THE
 LC1461'STATION ON THE RIGHT.
 LC1461'
 LC1461'REFERENCE MARK NO. 3 IS 48 FEET EAST OF THE CENTER OF THE
 LC1461'KICKAPOO-EDWARDS HARD-SURFACED ROAD AND THE MARK PROJECTS 2
 LC1461'INCHES AND THE DISK IS STAMPED KICKAPOO 2 NO 3 1962.
 LC1461'
 LC1461'REFERENCE MARK NO. 4 IS 49 FEET WEST OF THE CENTER OF MACADAM
 LC1461'ROAD, PROJECTS 4 INCHES AND IS STAMPED KICKAPOO 2 NO 4 1962.
 LC1461'
 LC1461'THE DISTANCE BETWEEN REFERENCE MARKS IS 114.64 FEET.
 LC1461'
 LC1461'AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, ABOUT 200
 LC1461'YARDS WEST-SOUTHWEST OF KICKAPOO, ST MARYS CATHOLIC CHURCH,
 LC1461'30.6 FEET EAST OF THE CENTER OF ROAD, AND SET IN THE TOP OF
 LC1461'THE EAST HEADWALL FOR A CONCRETE CULVERT.  THE DISK IS SET
 LC1461'IN A DRILLHOLE NEAR THE SOUTH END OF THE EAST HEADWALL AND
 LC1461'THE DISK IS STAMPED KICKAPOO 1959.
 LC1461'
 LC1461'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR
 LC1461'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LC1461'
 LC1461'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC1461
 LC1461                          STATION RECOVERY (1962)
 LC1461
 LC1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LC1461'0.4 MI S FROM KICKAPOO.
 LC1461'ABOUT 0.4 MILE SOUTH ALONG AN ASPHALT ROAD (KICKAPOO-EDWARDS ROAD)
 LC1461'FROM THE SOUTHWEST OF THE CITY PARK AT KICKAPOO, 48 FEET WEST
 LC1461'OF THE CENTER OF ROAD, 2 FEET EAST OF WEST RIGHT-OF-WAY LINE, AND
 LC1461'1.5 FEET SOUTH OF A STEEL WITNESS POST WITH A SIGN, AND SET IN
 LC1461'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  THE NEW ELEVATION
 LC1461'IS 662.076 FEET.
 LC1461
 LC1461                          STATION RECOVERY (1969)
 LC1461
 LC1461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LC1461'ALL MARKS RECOVERED AS DESCRIBED.
 LC1461'
 LC1461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.5
 LC1461'MI. S. KICKAPOO AND STATE HWY 150
 LC1461
 LC1461                          STATION RECOVERY (1998)
 LC1461
 LC1461'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1459 ***********************************************************************
 LC1459  DESIGNATION -  KICKAPOO 2 RM 3
 LC1459  PID         -  LC1459
 LC1459  STATE/COUNTY-  IL/PEORIA
 LC1459  USGS QUAD   -  OAK HILL (1997)
 LC1459
 LC1459                         *CURRENT SURVEY CONTROL
 LC1459  ___________________________________________________________________
 LC1459* NAD 83(1986)-  40 46 57.     (N)    089 45 05.     (W)     SCALED    
 LC1459* NAVD 88     -       201.62   (meters)     661.5    (feet)  RESET     
 LC1459  ___________________________________________________________________
 LC1459  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LC1459
 LC1459  VERT ORDER  -  THIRD
 LC1459
 LC1459.The horizontal coordinates were scaled from a topographic map and have
 LC1459.an estimated accuracy of +/- 6 seconds.
 LC1459
 LC1459.The orthometric height was computed from unverified reset data.
 LC1459.No vertical observational check was made to the station.
 LC1459
 LC1459.The geoid height was determined by GEOID03.
 LC1459
 LC1459;                    North         East    Units  Estimated Accuracy
 LC1459;SPC IL W     -   456,960.      735,050.      MT  (+/- 180 meters Scaled)
 LC1459
 LC1459                          SUPERSEDED SURVEY CONTROL
 LC1459
 LC1459  NGVD 29 (??/??/??)  201.70   (m)          661.7    (f) RESET       3  
 LC1459
 LC1459.Superseded values are not recommended for survey control.
 LC1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1459.See file dsdata.txt to determine how the superseded data were derived.
 LC1459
 LC1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL678182(NAD 83)
 LC1459_MARKER: DR = REFERENCE MARK DISK
 LC1459_SETTING: 0 = UNSPECIFIED SETTING
 LC1459_STAMPING: KICKAPOO 2 NO 3 1962
 LC1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1459
 LC1459  HISTORY     - Date     Condition        Report By
 LC1459  HISTORY     - 1962     MONUMENTED       CGS
 LC1459  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1459
 LC1459                          STATION DESCRIPTION
 LC1459
 LC1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LC1459'0.4 MI S FROM KICKAPOO.
 LC1459'ABOUT 0.4 MILE SOUTH ALONG AN ASPHALT ROAD (KICKAPOO-EDWARDS ROAD)
 LC1459'FROM THE SOUTHWEST CORNER OF THE CITY PARK AT KICKAPOO, 96.45 FEET
 LC1459'EAST OF TRIANGULATION STATION KICKAPOO 2, 48 FEET EAST OF THE
 LC1459'CENTER OF ASPHALT ROAD, AND PROJECTING 2 INCHES.  THE NEW ELEVATION
 LC1459'IS 661.751 FEET.
 LC1459
 LC1459                          STATION RECOVERY (1998)
 LC1459
 LC1459'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1462 ***********************************************************************
 LC1462  DESIGNATION -  KICKAPOO 2 RM 4
 LC1462  PID         -  LC1462
 LC1462  STATE/COUNTY-  IL/PEORIA
 LC1462  USGS QUAD   -  OAK HILL (1997)
 LC1462
 LC1462                         *CURRENT SURVEY CONTROL
 LC1462  ___________________________________________________________________
 LC1462* NAD 83(1986)-  40 46 57.     (N)    089 45 05.     (W)     SCALED    
 LC1462* NAVD 88     -       201.75   (meters)     661.9    (feet)  RESET     
 LC1462  ___________________________________________________________________
 LC1462  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LC1462
 LC1462  VERT ORDER  -  THIRD
 LC1462
 LC1462.The horizontal coordinates were scaled from a topographic map and have
 LC1462.an estimated accuracy of +/- 6 seconds.
 LC1462
 LC1462.The orthometric height was computed from unverified reset data.
 LC1462.No vertical observational check was made to the station.
 LC1462
 LC1462.The geoid height was determined by GEOID03.
 LC1462
 LC1462;                    North         East    Units  Estimated Accuracy
 LC1462;SPC IL W     -   456,960.      735,050.      MT  (+/- 180 meters Scaled)
 LC1462
 LC1462                          SUPERSEDED SURVEY CONTROL
 LC1462
 LC1462  NGVD 29 (??/??/??)  201.83   (m)          662.2    (f) RESET       3  
 LC1462
 LC1462.Superseded values are not recommended for survey control.
 LC1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1462.See file dsdata.txt to determine how the superseded data were derived.
 LC1462
 LC1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL678182(NAD 83)
 LC1462_MARKER: DR = REFERENCE MARK DISK
 LC1462_SETTING: 0 = UNSPECIFIED SETTING
 LC1462_STAMPING: KICKAPOO 2 NO 4 1962
 LC1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1462
 LC1462  HISTORY     - Date     Condition        Report By
 LC1462  HISTORY     - 1962     MONUMENTED       CGS
 LC1462  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1462
 LC1462                          STATION DESCRIPTION
 LC1462
 LC1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LC1462'0.4 MI S FROM KICKAPOO.
 LC1462'ABOUT 0.4 MILES SOUTH ALONG AN ASPHALT ROAD (KICKAPOO-EDWARDS ROAD)
 LC1462'FROM THE SOUTHWEST CORNER OF THE CITY PARK AT KICKAPOO, 66.5 FEET
 LC1462'SOUTH OF A STEEL WITNESS POST SIGN, 65.15 FEET SOUTH OF TRIANGULATION
 LC1462'STATION KICKAPOO 2, 49 FEET WEST OF THE CENTER OF ASPHALT ROAD,
 LC1462'AND PROJECTING 2 INCHES.  THE NEW ELEVATION OF THIS MARK IS 662.163
 LC1462'FEET.  THIS MARK IS 114.64 FEET SOUTHWEST OF KICKAPOO RM 3.
 LC1462
 LC1462                          STATION RECOVERY (1998)
 LC1462
 LC1462'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1456 ***********************************************************************
 LC1456  DESIGNATION -  KICKAPOO AZ MK
 LC1456  PID         -  LC1456
 LC1456  STATE/COUNTY-  IL/PEORIA
 LC1456  USGS QUAD   -  OAK HILL (1997)
 LC1456
 LC1456                         *CURRENT SURVEY CONTROL
 LC1456  ___________________________________________________________________
 LC1456* NAD 83(1986)-  40 47 16.     (N)    089 45 03.     (W)     SCALED    
 LC1456* NAVD 88     -       201.786  (meters)     662.03   (feet)  ADJUSTED  
 LC1456  ___________________________________________________________________
 LC1456  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LC1456  DYNAMIC HT  -         201.695 (meters)     661.73  (feet)  COMP
 LC1456  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 LC1456
 LC1456  VERT ORDER  -  SECOND    CLASS 0
 LC1456
 LC1456.The horizontal coordinates were scaled from a topographic map and have
 LC1456.an estimated accuracy of +/- 6 seconds.
 LC1456
 LC1456.The orthometric height was determined by differential leveling
 LC1456.and adjusted by the National Geodetic Survey in June 1991..
 LC1456
 LC1456.The geoid height was determined by GEOID03.
 LC1456
 LC1456.The dynamic height is computed by dividing the NAVD 88
 LC1456.geopotential number by the normal gravity value computed on the
 LC1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1456.degrees latitude (g = 980.6199 gals.).
 LC1456
 LC1456.The modeled gravity was interpolated from observed gravity values.
 LC1456
 LC1456;                    North         East    Units  Estimated Accuracy
 LC1456;SPC IL W     -   457,540.      735,100.      MT  (+/- 180 meters Scaled)
 LC1456
 LC1456                          SUPERSEDED SURVEY CONTROL
 LC1456
 LC1456  NGVD 29 (??/??/92)  201.867  (m)          662.29   (f) ADJ UNCH    2 0
 LC1456
 LC1456.Superseded values are not recommended for survey control.
 LC1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1456.See file dsdata.txt to determine how the superseded data were derived.
 LC1456
 LC1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL678188(NAD 83)
 LC1456_MARKER: DZ = AZIMUTH MARK DISK
 LC1456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1456_SP_SET: CULVERT
 LC1456_STAMPING: KICKAPOO 1959
 LC1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1456
 LC1456  HISTORY     - Date     Condition        Report By
 LC1456  HISTORY     - 1959     MONUMENTED       CGS
 LC1456  HISTORY     - 1962     GOOD             NGS
 LC1456  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1456
 LC1456                          STATION DESCRIPTION
 LC1456
 LC1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1456'AT KICKAPOO.
 LC1456'ABOUT 0.05 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE SOUTHWEST
 LC1456'CORNER OF THE CITY PARK AT KICKAPOO, SET IN THE TOP OF THE SOUTH
 LC1456'END OF THE EAST HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT, 30 FEET
 LC1456'EAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A METAL
 LC1456'WITNESS POST, ABOUT LEVEL WITH THE ROAD.
 LC1456
 LC1456                          STATION RECOVERY (1962)
 LC1456
 LC1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LC1456'RECOVERED IN GOOD CONDITION.
 LC1456
 LC1456                          STATION RECOVERY (1998)
 LC1456
 LC1456'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1632 ***********************************************************************
 JC1632  DESIGNATION -  KIDD
 JC1632  PID         -  JC1632
 JC1632  STATE/COUNTY-  IL/MONROE
 JC1632  USGS QUAD   -  RENAULT (1993)
 JC1632
 JC1632                         *CURRENT SURVEY CONTROL
 JC1632  ___________________________________________________________________
 JC1632* NAD 83(1997)-  38 10 22.57168(N)    090 12 57.23352(W)     ADJUSTED  
 JC1632* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 JC1632  ___________________________________________________________________
 JC1632  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JC1632  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JC1632
 JC1632  HORZ ORDER  -  SECOND
 JC1632
 JC1632.The horizontal coordinates were established by classical geodetic methods
 JC1632.and adjusted by the National Geodetic Survey in October 1999..
 JC1632
 JC1632.The orthometric height was scaled from a topographic map.
 JC1632
 JC1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1632
 JC1632.The geoid height was determined by GEOID03.
 JC1632
 JC1632;                    North         East     Units Scale Factor Converg.
 JC1632;SPC IL W     -   167,165.497   695,686.301   MT  0.99994141   -0 01 49.5
 JC1632;SPC IL W     -   548,442.13  2,282,430.81   sFT  0.99994141   -0 01 49.5
 JC1632;SPC MO E     -   259,664.726   274,893.012   MT  0.99994096   +0 10 32.1
 JC1632;UTM  15      - 4,228,666.709   743,884.439   MT  1.00033260   +1 43 17.5
 JC1632
 JC1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1632!SPC IL W     -   0.99996879  x   0.99994141  =   0.99991020
 JC1632!SPC MO E     -   0.99996879  x   0.99994096  =   0.99990975
 JC1632!UTM  15      -   0.99996879  x   1.00033260  =   1.00030138
 JC1632
 JC1632                          SUPERSEDED SURVEY CONTROL
 JC1632
 JC1632  NAD 83(1986)-  38 10 22.58313(N)    090 12 57.22827(W) AD(       ) 2
 JC1632  NAD 27      -  38 10 22.38800(N)    090 12 56.80900(W) AD(       ) 2
 JC1632
 JC1632.Superseded values are not recommended for survey control.
 JC1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1632.See file dsdata.txt to determine how the superseded data were derived.
 JC1632
 JC1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4388428667(NAD 83)
 JC1632_MARKER: Z = SEE DESCRIPTION
 JC1632_SETTING: 0 = UNSPECIFIED SETTING
 JC1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC1632
 JC1632  HISTORY     - Date     Condition        Report By
 JC1632  HISTORY     - 1931     MONUMENTED       MRC
 JC1632  HISTORY     - 1931     GOOD             CGS
 JC1632
 JC1632                          STATION DESCRIPTION
 JC1632
 JC1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1632'ON FIRST BLUFF ABOUT ONE-HALF MILE, AIRLINE, NORTH OF FULTS, IN
 JC1632'WESTERN PART OF SEC. 21, T. 4 S., R. 10 W., ON LAND OWNED BY
 JC1632'COMMERCIAL AND STATE BANK OF WATERLOO.  TO REACH FROM FULTS, GO
 JC1632'TO SOUTHERN END OF TOWN AND FOLLOW ROAD NORTHEAST TOWARD BLUFFS,
 JC1632'AT BLUFFS TURN LEFT AND PROCEED ABOUT 0.3 MILE TO FIRST HOUSE ON
 JC1632'LEFT, CONTINUE ON FOOT THROUGH BARN LOT TO NORTHEAST, BEAR LEFT
 JC1632'AND FOLLOW UP RIDGE AND HOGBACK TO NORTHWEST, AND CONTINUE TO
 JC1632'STATION SITE ON HIGHEST POINT, A DISTANCE OF ABOUT ONE-FOURTH
 JC1632'MILE AND ABOUT A 300-FOOT CLIMB.  MARKED BY STONE POST
 JC1632'EXTENDING ABOUT 8 INCHES ABOVE SURFACE OF GROUND, AND WITH
 JC1632'LETTERS US AND CENTER HOLE IN ITS TOP.  AZIMUTH MARK IS
 JC1632'STANDARD REFERENCE DISK IN CONCRETE IN SOUTHEAST
 JC1632'CORNER OF YARD, ABOUT THREE-FOURTHS MILE FROM STATION
 JC1632'S 33 DEG 18 MIN W.  STATION KIDD (SEE DESCRIPTION
 JC1632'THEREOF) IS 8.723 METERS (28.62 FEET) FROM STATION
 JC1632'S 16 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1633 ***********************************************************************
 JC1633  DESIGNATION -  KIDD ECC 01323
 JC1633  PID         -  JC1633
 JC1633  STATE/COUNTY-  IL/MONROE
 JC1633  USGS QUAD   -  RENAULT (1993)
 JC1633
 JC1633                         *CURRENT SURVEY CONTROL
 JC1633  ___________________________________________________________________
 JC1633* NAD 83(1997)-  38 10 22.30062(N)    090 12 57.33615(W)     ADJUSTED  
 JC1633* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 JC1633  ___________________________________________________________________
 JC1633  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 JC1633  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JC1633
 JC1633  HORZ ORDER  -  FIRST
 JC1633
 JC1633.The horizontal coordinates were established by classical geodetic methods
 JC1633.and adjusted by the National Geodetic Survey in October 1999..
 JC1633
 JC1633.The orthometric height was scaled from a topographic map.
 JC1633
 JC1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1633
 JC1633.The geoid height was determined by GEOID03.
 JC1633
 JC1633;                    North         East     Units Scale Factor Converg.
 JC1633;SPC IL W     -   167,157.141   695,683.799   MT  0.99994141   -0 01 49.6
 JC1633;SPC IL W     -   548,414.72  2,282,422.60   sFT  0.99994141   -0 01 49.6
 JC1633;SPC MO E     -   259,656.361   274,890.540   MT  0.99994096   +0 10 32.0
 JC1633;UTM  15      - 4,228,658.277   743,882.192   MT  1.00033259   +1 43 17.4
 JC1633
 JC1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1633!SPC IL W     -   0.99996879  x   0.99994141  =   0.99991020
 JC1633!SPC MO E     -   0.99996879  x   0.99994096  =   0.99990975
 JC1633!UTM  15      -   0.99996879  x   1.00033259  =   1.00030137
 JC1633
 JC1633|---------------------------------------------------------------------|
 JC1633| PID    Reference Object                     Distance      Geod. Az  |
 JC1633|                                                           dddmmss.s |
 JC1633| JC1632 KIDD                                  8.723 METERS 01638     |
 JC1633| JC1631 RENAULT                             APPROX. 7.4 KM 1002927.3 |
 JC1633| CI5407 KIDD AZ MK                                         2132732.8 |
 JC1633|---------------------------------------------------------------------|
 JC1633
 JC1633                          SUPERSEDED SURVEY CONTROL
 JC1633
 JC1633  NAD 83(1986)-  38 10 22.31207(N)    090 12 57.33090(W) AD(       ) 1
 JC1633  NAD 27      -  38 10 22.11700(N)    090 12 56.91200(W) AD(       ) 1
 JC1633
 JC1633.Superseded values are not recommended for survey control.
 JC1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1633.See file dsdata.txt to determine how the superseded data were derived.
 JC1633
 JC1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4388228658(NAD 83)
 JC1633_MARKER: Z = SEE DESCRIPTION
 JC1633_SETTING: 0 = UNSPECIFIED SETTING
 JC1633
 JC1633  HISTORY     - Date     Condition        Report By
 JC1633  HISTORY     - 1931     MONUMENTED       CGS
 JC1633
 JC1633                          STATION DESCRIPTION
 JC1633
 JC1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 JC1633'ON FIRST BLUFF ABOUT ONE-HALF MILE, AIRLINE, NORTH OF FULTS,
 JC1633'IN WESTERN PART OF SEC. 21 T. 4 S., R. 10 W., AND ON LAND
 JC1633'OWNED BY COMMERCIAL AND STATE BANK OF WATERLOO.  MARKED BY NAIL
 JC1633'IN SURFACE OF HUB DRIVEN INTO GROUND.  STATION KIDD (M.R.C.)
 JC1633'(SEE DESCRIPTION THEREOF) IS 8.723 METERS (28.62 FEET) FROM
 JC1633'STATION N 16 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0733 ***********************************************************************
 LD0733  DESIGNATION -  KILBOURNE
 LD0733  PID         -  LD0733
 LD0733  STATE/COUNTY-  IL/MASON
 LD0733  USGS QUAD   -  KILBOURNE (1981)
 LD0733
 LD0733                         *CURRENT SURVEY CONTROL
 LD0733  ___________________________________________________________________
 LD0733* NAD 83(1997)-  40 09 47.15135(N)    090 00 46.35825(W)     ADJUSTED  
 LD0733* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 LD0733  ___________________________________________________________________
 LD0733  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LD0733  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LD0733
 LD0733  HORZ ORDER  -  FIRST
 LD0733
 LD0733.The horizontal coordinates were established by classical geodetic methods
 LD0733.and adjusted by the National Geodetic Survey in October 1999..
 LD0733
 LD0733.The orthometric height was scaled from a topographic map.
 LD0733
 LD0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0733
 LD0733.The geoid height was determined by GEOID03.
 LD0733
 LD0733;                    North         East     Units Scale Factor Converg.
 LD0733;SPC IL W     -   388,107.810   713,100.602   MT  0.99994329   +0 05 57.1
 LD0733;SPC IL W     - 1,273,317.04  2,339,564.23   sFT  0.99994329   +0 05 57.1
 LD0733;UTM  15      - 4,450,138.838   754,391.810   MT  1.00039673   +1 55 39.4
 LD0733;UTM  16      - 4,450,212.987   243,414.516   MT  1.00041053   -1 56 39.3
 LD0733
 LD0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0733!SPC IL W     -   0.99998084  x   0.99994329  =   0.99992413
 LD0733!UTM  15      -   0.99998084  x   1.00039673  =   1.00037756
 LD0733!UTM  16      -   0.99998084  x   1.00041053  =   1.00039136
 LD0733
 LD0733|---------------------------------------------------------------------|
 LD0733| PID    Reference Object                     Distance      Geod. Az  |
 LD0733|                                                           dddmmss.s |
 LD0733| CL9661 KILBOURNE RM 1                       78.952 METERS 02516     |
 LD0733| LD0734 KILBOURNE GRAIN ELEVATOR            APPROX. 1.3 KM 1750030.2 |
 LD0733| CL9660 KILBOURNE AZ MK                     377.047 METERS 20254     |
 LD0733| CL9662 KILBOURNE RM 2                       44.513 METERS 29132     |
 LD0733| LD0728 HAVANA MUNICIPAL STANDPIPE          APPROX.15.7 KM 3453311.3 |
 LD0733|---------------------------------------------------------------------|
 LD0733
 LD0733                          SUPERSEDED SURVEY CONTROL
 LD0733
 LD0733  NAD 83(1997)-  40 09 47.15688(N)    090 00 46.35938(W) AD(       ) 1
 LD0733  NAD 83(1986)-  40 09 47.16149(N)    090 00 46.35021(W) AD(       ) 1
 LD0733  NAD 27      -  40 09 46.99600(N)    090 00 45.93400(W) AD(       ) 1
 LD0733
 LD0733.Superseded values are not recommended for survey control.
 LD0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0733.See file dsdata.txt to determine how the superseded data were derived.
 LD0733
 LD0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5439250139(NAD 83)
 LD0733_MARKER: DS = TRIANGULATION STATION DISK
 LD0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0733
 LD0733  HISTORY     - Date     Condition        Report By
 LD0733  HISTORY     - 1934     MONUMENTED       CGS
 LD0733  HISTORY     - 1971     GOOD             BRADY
 LD0733  HISTORY     - 1972     GOOD             NGS
 LD0733
 LD0733                          STATION DESCRIPTION
 LD0733
 LD0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0733'STATION IS ABOUT 0.7 MILE N OF THE TOWN OF KILBOURNE, 250 YARDS
 LD0733'E OF R.R. TRACKS, ON SAND KNOLL IN IDLE FIELD, ON LAND OWNED BY
 LD0733'BURT BECKWITH, WHO LIVES ABOUT 150 YARDS SSW FROM THE STATION.
 LD0733'MARK IS ABOUT 100 YARDS N OF SAND TRAIL, 146 FEET E OF FENCE
 LD0733'LINE AND PROJECTS 2 INCHES.
 LD0733'
 LD0733'TO REACH THE STATION FROM KILBOURNE, GO N FROM SCHOOLHOUSE ON W
 LD0733'SIDE OF TOWN FOR 0.7 MILE.  THENCE E ACROSS R.R. TRACKS AND S
 LD0733'AROUND SMALL HOUSE AND BARN.  THENCE E FOR ABOUT 200 YARDS TO
 LD0733'STATION ON HIGHEST KNOLL N OF THE PRIVATE ROAD.
 LD0733'
 LD0733'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0733'BRONZE DISKS SET IN CONCRETE.
 LD0733'
 LD0733'REFERENCE MARK NO. 1 IS NNE OF THE STATION, IN OLD FENCE LINE, 120
 LD0733'FEET E OF A LONE WILD CHERRY TREE, AND PROJECTS 5 INCHES.
 LD0733'REFERENCE MARK NO. 2 IS WNW OF THE STATION, IN FENCE LINE, AND
 LD0733'PROJECTS 1 INCH.  DISTANCE BETWEEN REFERENCE MARKS IS 305.58 FEET.
 LD0733'
 LD0733'AZIMUTH MARK IS SW OF THE STATION, 25 FEET E OF CENTER LINE
 LD0733'OF ROAD RUNNING N FROM SCHOOLHOUSE, 22 FEET W OF THE W RAIL OF THE
 LD0733'R.R. TRACKS, 80 FEET NW OF R.R. MILEPOST P 51, AND PROJECTS 4
 LD0733'INCHES.
 LD0733
 LD0733                          STATION RECOVERY (1971)
 LD0733
 LD0733'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971 (JJ)
 LD0733'KILBOURNE 1934-GOOD
 LD0733'
 LD0733'STATION, R.M. 1, AND R.M. 2 WERE FOUND.  WAS UNABLE TO FIND
 LD0733'AZIMUTH MARK.  USED R.M. 1 FOR AZIMUTH.  THOROUGH SEARCH NOT
 LD0733'MADE FOR AZIMUTH MARK
 LD0733
 LD0733                          STATION RECOVERY (1972)
 LD0733
 LD0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LD0733'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LD0733'AZIMUTH MARK WAS UNDERGROUND 2 INCHES AND TIME WAS SPENT
 LD0733'LOCATING IT.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 LD0733'MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS--
 LD0733'
 LD0733'THE STATION IS LOCATED ON THE TOP OF A SMALL SAND HILL, ABOUT 250
 LD0733'YARDS EAST OF RAILROAD CROSSING, ON THE HIGHEST POINT, 1 FOOT WEST
 LD0733'OF A METAL WITNESS POST, 260 FEET SOUTHWEST OF A METAL WITNESS
 LD0733'POST AND 146 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 LD0733'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED KILBOURNE
 LD0733'1934.
 LD0733'
 LD0733'TO REACH THE STATION FROM THE MAIN INTERSECTION IN KILBOURNE, GO
 LD0733'WEST ON PAVED STREET FOR 0.1 MILE TO RAILROAD CROSSING.
 LD0733'CONTINUE WEST ON THE STREET FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT
 LD0733'AND GO NORTH ON PAVED AND GRADED ROAD FOR 0.5 MILE TO THE AZIMUTH
 LD0733'MARK ON THE RIGHT.  CONTINUE NORTH ON THE GRADED ROAD FOR
 LD0733'0.2 MILE TO A ROAD RIGHT CROSSING RAILROAD TRACKS.  TURN RIGHT
 LD0733'AND GO EAST (LEAVING THE ROAD) ABOUT 0.15 MILE TO THE TOP OF
 LD0733'SAND HILL AND THE STATION.
 LD0733'
 LD0733'REFERENCE MARK 1 IS 13 FEET SOUTH OF THE SOUTH EDGE OF CULTIVATED
 LD0733'FIELD, 1 FOOT WEST OF A METAL WITNESS POST AND ON THE NORTHEAST
 LD0733'SLOPE OF THE HILL.  THE MONUMENT PROJECTS 4 INCHES AND THE
 LD0733'DISK IS STAMPED KILBOURNE NO 1 1934.
 LD0733'
 LD0733'REFERENCE MARK 2 IS 4 FEET EAST OF THE EAST EDGE OF CULTIVATED
 LD0733'FIELD AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 LD0733'PROJECTS 2 INCHES AND THE DISK IS STAMPED KILBOURNE NO 2 1934.
 LD0733'
 LD0733'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LD0733'KILBOURNE 1934 AZIMUTH SET IN THE TOP OF A ROUND CONCRETE
 LD0733'POST 2 INCHES UNDERGROUND, 25 FEET EAST OF THE CENTERLINE
 LD0733'OF THE ROAD, 22 FEET WEST OF THE WEST RAIL OF RAILROAD TRACK,
 LD0733'20 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A METAL
 LD0733'WITNESS POST.
 LD0733'
 LD0733'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LD0733'
 LD0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 LD0733'NORTH OF KILBOURNE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CL9660 ***********************************************************************
 CL9660  DESIGNATION -  KILBOURNE AZ MK
 CL9660  PID         -  CL9660
 CL9660  STATE/COUNTY-  IL/MASON
 CL9660  USGS QUAD   -  KILBOURNE (1981)
 CL9660
 CL9660                         *CURRENT SURVEY CONTROL
 CL9660  ___________________________________________________________________
 CL9660* NAD 83(1997)-  40 09 35.89013(N)    090 00 52.55730(W)     ADJUSTED  
 CL9660* NAVD 88     -       149.2    (meters)     490.     (feet)  GPS OBS   
 CL9660  ___________________________________________________________________
 CL9660  X           -      -1,243.795 (meters)                     COMP
 CL9660  Y           -  -4,881,359.947 (meters)                     COMP
 CL9660  Z           -   4,091,651.452 (meters)                     COMP
 CL9660  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 CL9660  ELLIP HEIGHT-         116.37  (meters)          (02/03/05) GPS OBS
 CL9660  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 CL9660
 CL9660  HORZ ORDER  -  FIRST
 CL9660  ELLP ORDER  -  FOURTH    CLASS II
 CL9660
 CL9660.The horizontal coordinates were established by GPS observations
 CL9660.and adjusted by the National Geodetic Survey in December 2004..
 CL9660
 CL9660.The orthometric height was determined by GPS observations and a
 CL9660.high-resolution geoid model.
 CL9660
 CL9660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL9660
 CL9660.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL9660
 CL9660.The ellipsoidal height was determined by GPS observations
 CL9660.and is referenced to NAD 83.
 CL9660
 CL9660.The geoid height was determined by GEOID03.
 CL9660
 CL9660;                    North         East     Units Scale Factor Converg.
 CL9660;SPC IL W     -   387,760.238   712,954.511   MT  0.99994324   +0 05 53.1
 CL9660;SPC IL W     - 1,272,176.71  2,339,084.92   sFT  0.99994324   +0 05 53.1
 CL9660;UTM  15      - 4,449,786.623   754,256.821   MT  1.00039589   +1 55 35.0
 CL9660;UTM  16      - 4,449,870.686   243,256.050   MT  1.00041154   -1 56 42.9
 CL9660
 CL9660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL9660!SPC IL W     -   0.99998174  x   0.99994324  =   0.99992499
 CL9660!UTM  15      -   0.99998174  x   1.00039589  =   1.00037763
 CL9660!UTM  16      -   0.99998174  x   1.00041154  =   1.00039328
 CL9660
 CL9660                          SUPERSEDED SURVEY CONTROL
 CL9660
 CL9660  ELLIP H (12/06/04)  116.39   (m)                       GP(       ) 4 1
 CL9660
 CL9660.Superseded values are not recommended for survey control.
 CL9660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL9660.See file dsdata.txt to determine how the superseded data were derived.
 CL9660
 CL9660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5425749787(NAD 83)
 CL9660_MARKER: DZ = AZIMUTH MARK DISK
 CL9660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL9660_STAMPING: KILBOURNE 1934
 CL9660_MARK LOGO: CGS   
 CL9660_PROJECTION: FLUSH
 CL9660_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL9660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL9660+STABILITY: SURFACE MOTION
 CL9660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL9660+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 CL9660
 CL9660  HISTORY     - Date     Condition        Report By
 CL9660  HISTORY     - 1934     MONUMENTED       CGS
 CL9660  HISTORY     - 20040517 GOOD             ILDT
 CL9660
 CL9660                          STATION DESCRIPTION
 CL9660
 CL9660'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (CLW)
 CL9660'DESCRIBED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION MAY 2004 HEAD
 CL9660'NORTH FROM JCT. OF 8TH ST./ WALNUT STREET IN KILBOURNE  0.53 MILES TO
 CL9660'STATION ON  RIGHT.35.5 FT. SOUTHEAST OF A SIGN POST, 18.2 FT.
 CL9660'NORTHEAST OF THE NORTH EASTERLY EDGE OF  700N, 22.2 FT. SOUTHWEST OF
 CL9660'THE SOUTH WESTERLY EDGE OF RAIL, 71.8 FT. NORTHWEST OF  POST  FOR
 CL9660'RAILROAD MILE MARKER 51, 111.5 FT. NORTHWEST  OF A FIBER OPTIC WARNING
 CL9660'POST. STATION IS NEAR THE NE CORNER OF SECTION 29 T20N, R8W, 3RD P. M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0734 ***********************************************************************
 LD0734  DESIGNATION -  KILBOURNE GRAIN ELEVATOR
 LD0734  PID         -  LD0734
 LD0734  STATE/COUNTY-  IL/MASON
 LD0734  USGS QUAD   -  KILBOURNE (1981)
 LD0734
 LD0734                         *CURRENT SURVEY CONTROL
 LD0734  ___________________________________________________________________
 LD0734* NAD 83(1997)-  40 09 06.52302(N)    090 00 41.73386(W)     ADJUSTED  
 LD0734* NAVD 88     -                                                        
 LD0734  ___________________________________________________________________
 LD0734  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 LD0734  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LD0734
 LD0734  HORZ ORDER  -  THIRD
 LD0734
 LD0734.The horizontal coordinates were established by classical geodetic methods
 LD0734.and adjusted by the National Geodetic Survey in October 1999..
 LD0734
 LD0734
 LD0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0734
 LD0734.The geoid height was determined by GEOID03.
 LD0734
 LD0734;                    North         East     Units Scale Factor Converg.
 LD0734;SPC IL W     -   386,854.941   713,212.214   MT  0.99994332   +0 05 60.0
 LD0734;SPC IL W     - 1,269,206.59  2,339,930.41   sFT  0.99994332   +0 05 60.0
 LD0734;UTM  15      - 4,448,889.601   754,543.404   MT  1.00039768   +1 55 40.8
 LD0734;UTM  16      - 4,448,956.349   243,481.419   MT  1.00041011   -1 56 34.7
 LD0734
 LD0734                          SUPERSEDED SURVEY CONTROL
 LD0734
 LD0734  NAD 83(1997)-  40 09 06.52887(N)    090 00 41.73505(W) AD(       ) 4
 LD0734  NAD 83(1986)-  40 09 06.53224(N)    090 00 41.72573(W) AD(       ) 4
 LD0734  NAD 27      -  40 09 06.37000(N)    090 00 41.31000(W) AD(       ) 3
 LD0734
 LD0734.Superseded values are not recommended for survey control.
 LD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0734.See file dsdata.txt to determine how the superseded data were derived.
 LD0734
 LD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE5454348890(NAD 83)
 LD0734_MARKER: 65 = GRAIN ELEVATOR
 LD0734
 LD0734  HISTORY     - Date     Condition        Report By
 LD0734  HISTORY     - 1934     FIRST OBSERVED   CGS
 LD0734
 LD0734                          STATION DESCRIPTION
 LD0734
 LD0734'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1392 ***********************************************************************
 KB1392  DESIGNATION -  KINCAID EDISON CO STACK
 KB1392  PID         -  KB1392
 KB1392  STATE/COUNTY-  IL/CHRISTIAN
 KB1392  USGS QUAD   -  KINCAID (1982)
 KB1392
 KB1392                         *CURRENT SURVEY CONTROL
 KB1392  ___________________________________________________________________
 KB1392* NAD 83(1997)-  39 35 28.67069(N)    089 29 46.60241(W)     ADJUSTED  
 KB1392* NAVD 88     -                                                        
 KB1392  ___________________________________________________________________
 KB1392  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KB1392  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB1392
 KB1392  HORZ ORDER  -  THIRD
 KB1392
 KB1392.The horizontal coordinates were established by classical geodetic methods
 KB1392.and adjusted by the National Geodetic Survey in October 1999..
 KB1392
 KB1392
 KB1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1392
 KB1392.The geoid height was determined by GEOID03.
 KB1392
 KB1392;                    North         East     Units Scale Factor Converg.
 KB1392;SPC IL W     -   324,826.630   757,583.733   MT  0.99998199   +0 25 38.1
 KB1392;SPC IL W     - 1,065,702.04  2,485,505.96   sFT  0.99998199   +0 25 38.1
 KB1392;SPC IL E     -   325,269.068   200,103.302   MT  1.00009782   -0 44 28.4
 KB1392;SPC IL E     - 1,067,153.60    656,505.58   sFT  1.00009782   -0 44 28.4
 KB1392;UTM  16      - 4,385,373.861   285,640.636   MT  1.00016576   -1 35 29.4
 KB1392
 KB1392                          SUPERSEDED SURVEY CONTROL
 KB1392
 KB1392  NAD 83(1986)-  39 35 28.68011(N)    089 29 46.58870(W) AD(       ) 4
 KB1392  NAD 27      -  39 35 28.49419(N)    089 29 46.24872(W) AD(       ) 3
 KB1392
 KB1392.Superseded values are not recommended for survey control.
 KB1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1392.See file dsdata.txt to determine how the superseded data were derived.
 KB1392
 KB1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8564185374(NAD 83)
 KB1392_MARKER: 63 = STACK
 KB1392
 KB1392  HISTORY     - Date     Condition        Report By
 KB1392  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1392
 KB1392                          STATION DESCRIPTION
 KB1392
 KB1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1392'THE KINCAID COMMONWEALTH EDISON COMPANY STACK IS LOCATED 4.5
 KB1392'MILES WEST OF KINCAID AND ON THE NORTH SIDE OF STATE HIGHWAY
 KB1392'104.  IT IS THE WESTERLY OF TWO STACKS, IS 499 FEET TALL AND
 KB1392'GREY IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1391 ***********************************************************************
 KB1391  DESIGNATION -  KINCAID ICT CO MICROWAVE
 KB1391  PID         -  KB1391
 KB1391  STATE/COUNTY-  IL/CHRISTIAN
 KB1391  USGS QUAD   -  KINCAID (1982)
 KB1391
 KB1391                         *CURRENT SURVEY CONTROL
 KB1391  ___________________________________________________________________
 KB1391* NAD 83(1997)-  39 35 26.64005(N)    089 29 53.84081(W)     ADJUSTED  
 KB1391* NAVD 88     -                                                        
 KB1391  ___________________________________________________________________
 KB1391  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 KB1391  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB1391
 KB1391  HORZ ORDER  -  THIRD
 KB1391
 KB1391.The horizontal coordinates were established by classical geodetic methods
 KB1391.and adjusted by the National Geodetic Survey in October 1999..
 KB1391
 KB1391
 KB1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1391
 KB1391.The geoid height was determined by GEOID03.
 KB1391
 KB1391;                    North         East     Units Scale Factor Converg.
 KB1391;SPC IL W     -   324,762.720   757,411.489   MT  0.99998174   +0 25 33.5
 KB1391;SPC IL W     - 1,065,492.36  2,484,940.86   sFT  0.99998174   +0 25 33.5
 KB1391;SPC IL E     -   325,208.677   199,929.770   MT  1.00009824   -0 44 33.0
 KB1391;SPC IL E     - 1,066,955.47    655,936.25   sFT  1.00009824   -0 44 33.0
 KB1391;UTM  16      - 4,385,316.047   285,466.215   MT  1.00016668   -1 35 34.0
 KB1391
 KB1391                          SUPERSEDED SURVEY CONTROL
 KB1391
 KB1391  NAD 83(1986)-  39 35 26.64861(N)    089 29 53.82637(W) AD(       ) 4
 KB1391  NAD 27      -  39 35 26.46075(N)    089 29 53.49341(W) AD(       ) 3
 KB1391
 KB1391.Superseded values are not recommended for survey control.
 KB1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1391.See file dsdata.txt to determine how the superseded data were derived.
 KB1391
 KB1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8546685316(NAD 83)
 KB1391_MARKER: 45 = MICROWAVE TOWER
 KB1391
 KB1391  HISTORY     - Date     Condition        Report By
 KB1391  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1391
 KB1391                          STATION DESCRIPTION
 KB1391
 KB1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1391'THE KINCAID ILLINOIS CONSOLIDATED TELEPHONE COMPANY MICROWAVE
 KB1391'TOWER KTF 54 IS LOCATED 4.55 MILES WEST OF KINCAID, ON THE NORTH
 KB1391'SIDE OF STATE HIGHWAY 104.  IT IS 250 FEET HIGH, PAINTED RED AND
 KB1391'WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1390 ***********************************************************************
 KB1390  DESIGNATION -  KINCAID MUN TANK
 KB1390  PID         -  KB1390
 KB1390  STATE/COUNTY-  IL/CHRISTIAN
 KB1390  USGS QUAD   -  KINCAID (1982)
 KB1390
 KB1390                         *CURRENT SURVEY CONTROL
 KB1390  ___________________________________________________________________
 KB1390* NAD 83(1997)-  39 35 07.09668(N)    089 24 45.01864(W)     ADJUSTED  
 KB1390* NAVD 88     -                                                        
 KB1390  ___________________________________________________________________
 KB1390  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KB1390  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KB1390
 KB1390  HORZ ORDER  -  THIRD
 KB1390
 KB1390.The horizontal coordinates were established by classical geodetic methods
 KB1390.and adjusted by the National Geodetic Survey in October 1999..
 KB1390
 KB1390
 KB1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1390
 KB1390.The geoid height was determined by GEOID03.
 KB1390
 KB1390;                    North         East     Units Scale Factor Converg.
 KB1390;SPC IL W     -   324,218.313   764,785.186   MT  0.99999283   +0 28 50.1
 KB1390;SPC IL W     - 1,063,706.25  2,509,132.73   sFT  0.99999283   +0 28 50.1
 KB1390;SPC IL E     -   324,513.957   207,291.586   MT  1.00008078   -0 41 15.8
 KB1390;SPC IL E     - 1,064,676.21    680,089.15   sFT  1.00008078   -0 41 15.8
 KB1390;UTM  16      - 4,384,512.120   292,817.338   MT  1.00012851   -1 32 16.3
 KB1390
 KB1390                          SUPERSEDED SURVEY CONTROL
 KB1390
 KB1390  NAD 83(1986)-  39 35 07.10609(N)    089 24 45.00258(W) AD(       ) 4
 KB1390  NAD 27      -  39 35 06.93151(N)    089 24 44.67200(W) AD(       ) 3
 KB1390
 KB1390.Superseded values are not recommended for survey control.
 KB1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1390.See file dsdata.txt to determine how the superseded data were derived.
 KB1390
 KB1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9281784512(NAD 83)
 KB1390_MARKER: 53 = ELEVATED TANK
 KB1390
 KB1390  HISTORY     - Date     Condition        Report By
 KB1390  HISTORY     - 1976     FIRST OBSERVED   NGS
 KB1390
 KB1390                          STATION DESCRIPTION
 KB1390
 KB1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1390'THE KINCAID MUNICIPAL WATER TANK IS LOCATED 2 BLOCKS SOUTH
 KB1390'OF THE POST OFFICE IN KINCAID, BETWEEN STATE HIGHWAY 104 AND THE
 KB1390'RAILROAD TRACKS.  IT IS 130 FEET HIGH, GREEN IN COLOR, WITH
 KB1390'KINCAID IN BLACK LETTERS ON THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1845 ***********************************************************************
 LC1845  DESIGNATION -  KING
 LC1845  PID         -  LC1845
 LC1845  STATE/COUNTY-  IL/MCLEAN
 LC1845  USGS QUAD   -  CHENOA (1986)
 LC1845
 LC1845                         *CURRENT SURVEY CONTROL
 LC1845  ___________________________________________________________________
 LC1845* NAD 83(1997)-  40 43 37.31398(N)    088 41 35.42642(W)     ADJUSTED  
 LC1845* NAVD 88     -       222.8    (meters)     731.     (feet)  GPS OBS   
 LC1845  ___________________________________________________________________
 LC1845  X           -     110,396.127 (meters)                     COMP
 LC1845  Y           -  -4,839,309.359 (meters)                     COMP
 LC1845  Z           -   4,139,622.463 (meters)                     COMP
 LC1845  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LC1845  ELLIP HEIGHT-         190.70  (meters)          (02/03/05) GPS OBS
 LC1845  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC1845
 LC1845  HORZ ORDER  -  FIRST
 LC1845  ELLP ORDER  -  FOURTH    CLASS II
 LC1845
 LC1845.The horizontal coordinates were established by GPS observations
 LC1845.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC1845
 LC1845.The orthometric height was determined by GPS observations and a
 LC1845.high-resolution geoid model.
 LC1845
 LC1845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1845
 LC1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1845
 LC1845.The ellipsoidal height was determined by GPS observations
 LC1845.and is referenced to NAD 83.
 LC1845
 LC1845.The geoid height was determined by GEOID03.
 LC1845
 LC1845;                    North         East     Units Scale Factor Converg.
 LC1845;SPC IL E     -   450,791.358   269,600.910   MT  0.99998637   -0 14 05.2
 LC1845;SPC IL E     - 1,478,971.31    884,515.65   sFT  0.99998637   -0 14 05.2
 LC1845;UTM  16      - 4,509,834.397   357,012.482   MT  0.99985166   -1 06 17.7
 LC1845
 LC1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1845!SPC IL E     -   0.99997009  x   0.99998637  =   0.99995646
 LC1845!UTM  16      -   0.99997009  x   0.99985166  =   0.99982175
 LC1845
 LC1845:                Primary Azimuth Mark                     Grid Az
 LC1845:SPC IL E     -  PONTIAC ILL ST PRISON STK                017 23 17.7
 LC1845:UTM  16      -  PONTIAC ILL ST PRISON STK                018 15 30.2
 LC1845
 LC1845|---------------------------------------------------------------------|
 LC1845| PID    Reference Object                     Distance      Geod. Az  |
 LC1845|                                                           dddmmss.s |
 LC1845| LC1829 PONTIAC ILL ST PRISON STK           APPROX.16.5 KM 0170912.5 |
 LC1845| LC1827 PONTIAC ILL ST PRISON SPIPE         APPROX.16.5 KM 0171452.7 |
 LC1845| LC1832 PONTIAC LIVINGSTON CTHSE FLAG       APPROX.17.8 KM 0173711.8 |
 LC1845| LC1834 PONTIAC ST MARYS CATH CH            APPROX.18.0 KM 0173948.7 |
 LC1845| CI7657 KING RM 1                            24.030 METERS 08949     |
 LC1845| LC1840 COLFAX MUNICIPAL TANK               APPROX.19.0 KM 1593240.3 |
 LC1845| LC1847 LEXINGTON MUNICIPAL STANDPIPE       APPROX.12.1 KM 2174817.5 |
 LC1845| LC1844 KING RM 3                            28.798 METERS 25950     |
 LC1845| CI7656 KING AZ MK                                         2634247.5 |
 LC1845| CI7658 KING RM 2                            25.123 METERS 30525     |
 LC1845| LC1843 CHENOA ST JOSEPH CATH CH SPIRE      APPROX. 3.1 KM 3064452.1 |
 LC1845| LC1842 CHENOA MUNICIPAL STANDPIPE          APPROX. 2.8 KM 3102721.7 |
 LC1845| LC1841 CHENOA MUNICIPAL TANK               APPROX. 2.8 KM 3104603.3 |
 LC1845| LC1846 KING AZ MK 1960 RESET               APPROX. 0.9 KM 3284856.8 |
 LC1845|---------------------------------------------------------------------|
 LC1845
 LC1845                          SUPERSEDED SURVEY CONTROL
 LC1845
 LC1845  ELLIP H (03/04/03)  190.71   (m)                       GP(       ) 4 2
 LC1845  NAD 83(1997)-  40 43 37.31364(N)    088 41 35.42595(W) AD(       ) 1
 LC1845  NAD 83(1986)-  40 43 37.32657(N)    088 41 35.43351(W) AD(       ) 1
 LC1845  NAD 83(1986)-  40 43 37.32773(N)    088 41 35.43376(W) AD(       ) 1
 LC1845  NAD 27      -  40 43 37.20200(N)    088 41 35.20800(W) AD(       ) 1
 LC1845  NGVD 29 (07/19/86)  222.8    (m)          731.     (f) VERT ANG       
 LC1845
 LC1845.Superseded values are not recommended for survey control.
 LC1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1845.See file dsdata.txt to determine how the superseded data were derived.
 LC1845
 LC1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5701209834(NAD 83)
 LC1845_MARKER: DS = TRIANGULATION STATION DISK
 LC1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1845_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1845+STABILITY: SURFACE MOTION
 LC1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1845+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC1845
 LC1845  HISTORY     - Date     Condition        Report By
 LC1845  HISTORY     - 1939     MONUMENTED       CGS
 LC1845  HISTORY     - 1961     GOOD             CGS
 LC1845  HISTORY     - 200205   GOOD             ASCPC
 LC1845
 LC1845                          STATION DESCRIPTION
 LC1845
 LC1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1845'THE STATION IS LOCATED APPROXIMATELY 1-1/4 MILES SOUTH AND
 LC1845'1-1/4 MILES EAST OF CHENOA AND 1 MILE SOUTH OF U.S. HIGHWAY
 LC1845'NO. 24.  IN THE NE 1/4 NW 1/4 OF SEC. 18, T. 26 N., R. 5 E.
 LC1845'THE LAND IS OWNED BY WILLIAM VERCLER AND OCCUPIED BY JESSE A.
 LC1845'KING.  AND IS 1/4 MILE EAST-NORTHEAST OF THE HOUSE OCCUPIED
 LC1845'BY MR. KING.  IT IS SET 25 FEET SOUTH OF THE CENTER LINE
 LC1845'OF AN EAST-AND-WEST ROAD, 21 FEET EAST OF A TELEPHONE POLE,
 LC1845'AND IN A FENCE LINE.  THE MARK, PROJECTS
 LC1845'6 INCHES ABOVE THE GROUND AND IS STAMPED KING 1939.
 LC1845'
 LC1845'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 LC1845'NO. 24 AND NO. 66 IN CHENOA, GO EAST ON NO. 24 FOR 1.25
 LC1845'MILES, THEN TURN RIGHT (SOUTH) AT A T-ROAD AT A CEMETERY ON
 LC1845'THE LEFT AND GO 1.0 MILE.  TURN LEFT (EAST) AT A CROSSROAD
 LC1845'AND GO 0.3 MILE TO THE STATION ON THE RIGHT (SOUTH) SIDE OF
 LC1845'THE ROAD.
 LC1845'
 LC1845'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1845'BRONZE DISKS SET IN CONCRETE.
 LC1845'
 LC1845'REFERENCE MARK NO. 1 IS 24.023 METERS, 78.81 FEET, EAST OF
 LC1845'THE STATION, IN AN EAST-AND-WEST FENCE LINE.  IT IS SET 26
 LC1845'FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 48 FEET WEST OF
 LC1845'A TELEPHONE POLE.  THE MARK, PROJECTS 6 INCHES
 LC1845'ABOVE THE GROUND AND IS STAMPED KING NO 1 1939.
 LC1845'
 LC1845'REFERENCE MARK NO. 2 IS 25.120 METERS, 83.41 FEET, NORTHWEST
 LC1845'OF THE STATION IN AN EAST-AND-WEST FENCE LINE.  IT IS SET
 LC1845'23 FEET NORTH OF THE CENTER LINE OF THE ROAD AND 5 FEET EAST
 LC1845'OF A POWER LINE POLE.  THE MARK PROJECTS 6 INCHES
 LC1845'ABOVE THE GROUND AND IS STAMPED KING NO 2 1939.
 LC1845'
 LC1845'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WEST-SOUTHWEST OF
 LC1845'THE STATION.  IT IS SET IN A NORTH-AND-SOUTH FENCE LINE,
 LC1845'31 FEET WEST OF THE CENTER LINE OF THE ROAD, 98 FEET NORTH
 LC1845'OF A POWER LINE POLE AND 0.05 MILE SOUTH OF A CROSS ROAD.  THE
 LC1845'MARKA, PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 LC1845'KING 1939.  TO REACH THE MARK FROM THE STATION GO WEST FOR
 LC1845'0.3 MILE, TURN LEFT (SOUTH) AND GO 0.05 MILE TO THE MARK ON
 LC1845'THE RIGHT (WEST) SIDE OF THE ROAD.
 LC1845'
 LC1845'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS WHICH
 LC1845'PROJECTS 2-1/2 FEET ABOVE THE GROUND.
 LC1845'
 LC1845'37-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT ZIMMERMAN.
 LC1845'
 LC1845'64-FOOT TOWER IS NEEDED TO SEE 77-FOOT TOWER AT CHENOA.
 LC1845'
 LC1845'64-FOOT TOWER IS NEEDED TO SEE 87-FOOT TOWER AT FLANAGAN
 LC1845'(83 T U.S.G.S.).
 LC1845'
 LC1845'37-FOOT TOWER IS NEEDED TO SEE 64-FOOT TOWER AT MYER.
 LC1845'
 LC1845'37-FOOT TOWER IS NEEDED TO SEE 90-FOOT TOWER AT HUTSON.
 LC1845'
 LC1845'37-FOOT TOWER IS NEEDED TO SEE 37-FOOT TOWER AT SWYGERT.
 LC1845'
 LC1845'37-FOOT TOWER IS NEEDED TO SEE 64-FOOT TOWER AT THOMAS.
 LC1845'
 LC1845'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 LC1845
 LC1845                          STATION RECOVERY (1961)
 LC1845
 LC1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC1845'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN
 LC1845'1939 AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 LC1845'
 LC1845'THE ORIGINAL DESCRIPTION AND TO REACH THE STATION IS ADEQUATE.
 LC1845'
 LC1845'THE DISTANCE AND DIRECTION TO ALL MARKS WERE CHECKED AND FOUND
 LC1845'TO BE CORRECT.
 LC1845'
 LC1845'THE ORIGINAL AZIMUTH MARK WAS DESTROYED AS REQUESTED BY THE PROPERTY
 LC1845'OWNER AFTER THE 1961 OBSERVATIONS WERE MADE AND CHECKED.
 LC1845'
 LC1845'A NEW AZIMUTH MARK WAS ESTABLISHED, IT IS A STANDARD AZIMUTH
 LC1845'MARK DISK SET IN TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1845'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 LC1845'IS STAMPED KING 1939 RESET 1960.  THE MARK IS 25 FEET EAST
 LC1845'OF CENTER OF GRAVEL ROAD, 2.2 FEET SOUTH OF WITNESS POST
 LC1845'AND 1 FOOT SOUTHWEST OF FENCE CORNER.
 LC1845'
 LC1845'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 LC1845'ROAD FOR 0.3 MILE TO CROSSROAD, TURN RIGHT, GO NORTH ON
 LC1845'GRAVEL ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LC1845'
 LC1845'REFERENCE MARK NO. 3 WAS ESTABLISHED AND OCCUPIED IN 1961.
 LC1845'THE MARK IS A STANDARD REFERENCE MARK SET IN TOP OF A 12
 LC1845'INCH SQUARE CONCRETE POST WHICH IS SET ABOUT 15 INCHES BELOW
 LC1845'THE SURFACE OF THE GROUND AND IS STAMPED KING NO 1939.  THE
 LC1845'MARK IS 57 FEET SOUTHWEST OF TELEPHONE POLE, 39 FEET SOUTH
 LC1845'OF CENTER OF ROAD AND 16 FEET SOUTH OF FENCE.
 LC1845'
 LC1845'A TRAVERSE CONNECTION WAS MADE FROM STATION KING TO REFERENCE
 LC1845'MARK NO. 3 AND THE DISTANCE IS 28.807 METERS OR 94.51 FEET.
 LC1845
 LC1845                          STATION RECOVERY (2002)
 LC1845
 LC1845'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC1845'RECOVERED AS DESCRIBED
 LC1845' 
 LC1845' 
 LC1845'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1844 ***********************************************************************
 LC1844  DESIGNATION -  KING RM 3
 LC1844  PID         -  LC1844
 LC1844  STATE/COUNTY-  IL/MCLEAN
 LC1844  USGS QUAD   -  CHENOA (1986)
 LC1844
 LC1844                         *CURRENT SURVEY CONTROL
 LC1844  ___________________________________________________________________
 LC1844* NAD 83(1997)-  40 43 37.14910(N)    088 41 36.63431(W)     ADJUSTED  
 LC1844* NAVD 88     -       221.6    (meters)     727.     (feet)  VERTCON   
 LC1844  ___________________________________________________________________
 LC1844  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LC1844  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LC1844
 LC1844  HORZ ORDER  -  SECOND
 LC1844
 LC1844.The horizontal coordinates were established by classical geodetic methods
 LC1844.and adjusted by the National Geodetic Survey in October 1999..
 LC1844
 LC1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1844
 LC1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1844
 LC1844.The geoid height was determined by GEOID03.
 LC1844
 LC1844;                    North         East     Units Scale Factor Converg.
 LC1844;SPC IL E     -   450,786.388   269,572.544   MT  0.99998639   -0 14 06.0
 LC1844;SPC IL E     - 1,478,955.01    884,422.59   sFT  0.99998639   -0 14 06.0
 LC1844;UTM  16      - 4,509,829.859   356,984.048   MT  0.99985176   -1 06 18.5
 LC1844
 LC1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1844!SPC IL E     -   0.99997026  x   0.99998639  =   0.99995665
 LC1844!UTM  16      -   0.99997026  x   0.99985176  =   0.99982203
 LC1844
 LC1844|---------------------------------------------------------------------|
 LC1844| PID    Reference Object                     Distance      Geod. Az  |
 LC1844|                                                           dddmmss.s |
 LC1844| CI7658 KING RM 2                            21.175 METERS 02153     |
 LC1844| LC1845 KING                                 28.798 METERS 07950     |
 LC1844| CI7657 KING RM 1                                          08422     |
 LC1844| LC1843 CHENOA ST JOSEPH CATH CH SPIRE      APPROX. 3.1 KM 3070809.9 |
 LC1844| LC1841 CHENOA MUNICIPAL TANK               APPROX. 2.8 KM 3111354.2 |
 LC1844| LC1846 KING AZ MK 1960 RESET               APPROX. 0.9 KM 3302808.3 |
 LC1844|---------------------------------------------------------------------|
 LC1844
 LC1844                          SUPERSEDED SURVEY CONTROL
 LC1844
 LC1844  NAD 83(1986)-  40 43 37.16205(N)    088 41 36.64187(W) AD(       ) 2
 LC1844  NAD 83(1986)-  40 43 37.16319(N)    088 41 36.64218(W) AD(       ) 2
 LC1844  NAD 27      -  40 43 37.03840(N)    088 41 36.41650(W) AD(       ) 2
 LC1844  NGVD 29 (07/19/86)  221.7    (m)          727.     (f) VERT ANG       
 LC1844
 LC1844.Superseded values are not recommended for survey control.
 LC1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1844.See file dsdata.txt to determine how the superseded data were derived.
 LC1844
 LC1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5698409830(NAD 83)
 LC1844_MARKER: DS = TRIANGULATION STATION DISK
 LC1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1844
 LC1844  HISTORY     - Date     Condition        Report By
 LC1844  HISTORY     - 1960     MONUMENTED       CGS
 LC1844
 LC1844                          STATION DESCRIPTION
 LC1844
 LC1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1844'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF LEXINGTON,
 LC1844'ABOUT 1-1/2 MILES SOUTHEAST OF CHENOA, ABOUT 1.0 MILE SOUTH
 LC1844'OF U.S. HIGHWAY 24 AND ON LAND OWNED BY WILLIAM VERCLER.
 LC1844'
 LC1844'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66
 LC1844'AND 24 IN THE WEST EDGE OF CHENOA, GO EAST ON U.S. HIGHWAY 24 FOR
 LC1844'1.65 MILES TO A SIDE ROAD RIGHT, (AND CEMETERY ON LEFT), TURN
 LC1844'RIGHT AND GO SOUTH FOR 0.6 MILE TO THE AZIMUTH MARK ON LEFT,
 LC1844'CONTINUE SOUTH FOR 0.5 MILE TO CROSSROAD, TURN LEFT GO EAST
 LC1844'FOR 0.35 MILE TO STATION ON RIGHT AS DESCRIBED.
 LC1844'
 LC1844'STATION MARK, A STANDARD REFERENCE DISK STAMPED KING NO 3
 LC1844'1939, IS SET IN THE TOP OF A CONCRETE POST WHICH IS SET
 LC1844'15 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS 57
 LC1844'FEET SOUTHWEST OF A TELEPHONE POLE, 39 FEET SOUTH OF THE
 LC1844'CENTER OF ROAD AND 16 FEET SOUTH OF THE FENCE.
 LC1844'
 LC1844'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED KING
 LC1844'NO 1 1939, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1844'POST WHICH PROJECTS ABOUT 6 INCHES.  THE MARK IS 117 FEET EAST
 LC1844'OF A TELEPHONE POLE, 29 FEET WEST OF THE WITNESS POST AND 25
 LC1844'FEET SOUTH OF THE CENTER OF ROAD.
 LC1844'
 LC1844'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED KING NO
 LC1844'2 1939, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1844'WHICH PROJECTS ABOUT 6 INCHES.  THE MARK IS 25 FEET NORTH OF
 LC1844'THE CENTER OF ROAD, 5 FEET EAST OF A POWER POLE, 1.9 FEET
 LC1844'EAST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 LC1844'
 LC1844'STATION KING 1939, A STANDARD STATION MARK DISK STAMPED KING
 LC1844'1939, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1844'WHICH PROJECTS ABOUT 6 INCHES.  THE MARK IS 25 FEET SOUTH
 LC1844'OF THE CENTER OF ROAD, 21 FEET EAST OF A TELEPHONE POLE
 LC1844'AND IS IN THE FENCE LINE.  A TRAVERSE CONNECTION WAS MADE FROM
 LC1844'STATION KING 1939 TO REFERENCE MARK NO. 3 AND THE DISTANCE
 LC1844'IS 28.807 METERS OR 94.51 FEET.
 LC1844'
 LC1844'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED KING 1939
 LC1844'RESET 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1844'POST WHICH PROJECTS ABOUT 2 INCHES.  THE MARK IS 25 FEET EAST
 LC1844'OF THE CENTER OF ROAD, 2.2 FEET SOUTH OF THE WITNESS POST
 LC1844'AND 1 FOOT SOUTHWEST OF THE FENCE CORNER.
 LC1844'
 LC1844'NOTE--UNDERGROUND STATION MARK IS A STANDARD REFERENCE DISK.
 LC1844'
 LC1844'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0435 ***********************************************************************
 KB0435  DESIGNATION -  KINGERY
 KB0435  PID         -  KB0435
 KB0435  STATE/COUNTY-  IL/CUMBERLAND
 KB0435  USGS QUAD   -  WOODBURY (1985)
 KB0435
 KB0435                         *CURRENT SURVEY CONTROL
 KB0435  ___________________________________________________________________
 KB0435* NAD 83(1997)-  39 10 26.53337(N)    088 21 49.27324(W)     ADJUSTED  
 KB0435* NAVD 88     -       182.979  (meters)     600.32   (feet)  ADJUSTED  
 KB0435  ___________________________________________________________________
 KB0435  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 KB0435  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KB0435  DYNAMIC HT  -         182.870 (meters)     599.97  (feet)  COMP
 KB0435  MODELED GRAV-     980,028.7   (mgal)                       NAVD 88
 KB0435
 KB0435  HORZ ORDER  -  SECOND
 KB0435  VERT ORDER  -  SECOND    CLASS 0
 KB0435
 KB0435.The horizontal coordinates were established by classical geodetic methods
 KB0435.and adjusted by the National Geodetic Survey in October 1999..
 KB0435
 KB0435.The orthometric height was determined by differential leveling
 KB0435.and adjusted by the National Geodetic Survey in June 1991..
 KB0435
 KB0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0435
 KB0435.The geoid height was determined by GEOID03.
 KB0435
 KB0435.The dynamic height is computed by dividing the NAVD 88
 KB0435.geopotential number by the normal gravity value computed on the
 KB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0435.degrees latitude (g = 980.6199 gals.).
 KB0435
 KB0435.The modeled gravity was interpolated from observed gravity values.
 KB0435
 KB0435;                    North         East     Units Scale Factor Converg.
 KB0435;SPC IL E     -   278,299.094   297,377.089   MT  0.99997508   -0 01 09.0
 KB0435;SPC IL E     -   913,052.94    975,644.67   sFT  0.99997508   -0 01 09.0
 KB0435;UTM  16      - 4,336,975.547   382,203.503   MT  0.99977085   -0 51 41.4
 KB0435
 KB0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0435!SPC IL E     -   0.99997631  x   0.99997508  =   0.99995139
 KB0435!UTM  16      -   0.99997631  x   0.99977085  =   0.99974716
 KB0435
 KB0435:                Primary Azimuth Mark                     Grid Az
 KB0435:SPC IL E     -  JEWETT OHIO OIL MICROWAVE MAST           068 08 01.0
 KB0435:UTM  16      -  JEWETT OHIO OIL MICROWAVE MAST           068 58 33.4
 KB0435
 KB0435|---------------------------------------------------------------------|
 KB0435| PID    Reference Object                     Distance      Geod. Az  |
 KB0435|                                                           dddmmss.s |
 KB0435| KB1194 JEWETT OHIO OIL MICROWAVE MAST      APPROX.12.4 KM 0680652.0 |
 KB0435| KB0438 KINGERY RM 2                          9.100 METERS 18156     |
 KB0435| KB0436 KINGERY RM 3                          5.505 METERS 19224     |
 KB0435| KB0439 KINGERY AZ MK                                      2143518.2 |
 KB0435| KB0437 KINGERY RM 4                          5.795 METERS 35125     |
 KB0435| KB0434 KINGERY RM 1                          7.422 METERS 35720     |
 KB0435|---------------------------------------------------------------------|
 KB0435
 KB0435                          SUPERSEDED SURVEY CONTROL
 KB0435
 KB0435  NAD 83(1997)-  39 10 26.54392(N)    088 21 49.26522(W) AD(       ) 2
 KB0435  NAD 83(1986)-  39 10 26.54496(N)    088 21 49.26759(W) AD(       ) 2
 KB0435  NAD 27      -  39 10 26.40110(N)    088 21 49.10740(W) AD(       ) 2
 KB0435  NGVD 29 (??/??/92)  183.054  (m)          600.57   (f) ADJ UNCH    2 0
 KB0435
 KB0435.Superseded values are not recommended for survey control.
 KB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0435.See file dsdata.txt to determine how the superseded data were derived.
 KB0435
 KB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ8220436976(NAD 83)
 KB0435_MARKER: DS = TRIANGULATION STATION DISK
 KB0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0435_STAMPING: KINGERY 1959
 KB0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0435+STABILITY: SURFACE MOTION
 KB0435
 KB0435  HISTORY     - Date     Condition        Report By
 KB0435  HISTORY     - 1959     MONUMENTED       CGS
 KB0435  HISTORY     - 1974     GOOD             NGS
 KB0435  HISTORY     - 1974     GOOD             NGS
 KB0435
 KB0435                          STATION DESCRIPTION
 KB0435
 KB0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0435'STATION IS LOCATED ABOUT 1.2 MILES NORTHEAST OF MONTROSE, ABOUT 0.2
 KB0435'MILE NORTH OF U.S. HIGHWAY 40 AND 0.3 MILE NORTH WEST OF THE
 KB0435'EFFINGHAM, CUMBERLAND, JASPER COUNTY LINES.
 KB0435'
 KB0435'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND MATOON-DIETERICH
 KB0435'ROAD IN MONTROSE, GO EAST-NORTHEAST ON U.S.  HIGHWAY 40 FOR
 KB0435'1.0 MILE TO CROSSROAD, TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.2
 KB0435'MILE TO STATION ON RIGHT AS DESCRIBED.
 KB0435'
 KB0435'STATION MARK, A STANDARD STATION MARK DISK STAMPED KINGERY 1959, IS
 KB0435'SET IN TOP ON A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 KB0435'ABOUT 7 INCHES. THE MARK IS 22.5 FEET EAST OF CENTER OF DIRT ROAD AND
 KB0435'2.3 FEET WEST OF WITNESS POST.
 KB0435'
 KB0435'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED
 KB0435'KINGERY NO 1 1959, IS SET IN TOP OF A 10 INCH SQUARE
 KB0435'CONCRETE POST WHICH PROJECTS ABOUT 7 INCHES. THE MARK IS 25 FEET
 KB0435'NORTH OF WITNESS POST, 20.5 FEET EAST OF CENTER OF DIRT ROAD
 KB0435'AND 1 FOOT WEST OF FENCE.
 KB0435'
 KB0435'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED
 KB0435'KINGERY NO 2 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KB0435'POST WHICH PROJECTS ABOUT 4 INCHES. THE MARK IS 28.9 FEET SOUTH OF
 KB0435'WITNESS POST, 21 FEET EAST OF CENTER OF ROAD AND 2 FEET WEST OF
 KB0435'FENCE.
 KB0435'
 KB0435'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED KINGERY 1959, IS
 KB0435'SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 KB0435'ABOUT 6 INCHES. THE MARK IS 26.3 FEET NORTH OF CENTER OF U.S. HIGHWAY
 KB0435'40, 1.7 FEET EAST OF TELEPHONE POLE NO. 10370 AND 1.3
 KB0435'FEET NORTH-NORTHWEST OF WITNESS POST.
 KB0435'
 KB0435'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON DIRT ROAD FOR 0.2
 KB0435'MILE TO U.S. HIGHWAY 40, TURN RIGHT AND GO WEST-SOUTHWEST
 KB0435'ON U.S. HIGHWAY 40 FOR 0.2 MILE TO THE AZIMUTH MARK ON NORTH SIDE OF
 KB0435'U.S. HIGHWAY 40 AS DESCRIBED.
 KB0435
 KB0435                          STATION RECOVERY (1974)
 KB0435
 KB0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KB0435'THE STATION MARK AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  BOTH
 KB0435'REFERENCE MARKS WERE FOUND UPROOTED BY GRADING.  REFERENCE MARKS
 KB0435'3 AND 4 WERE SET.  A NEW DESCRIPTION FOLLOWS--
 KB0435'
 KB0435'THE STATION IS 22 FEET EAST OF THE CENTERLINE OF AN OILED ROAD,
 KB0435'2-1/2 FEET WEST OF A METAL WITNESS POST AND ABOUT 150 FEET NORTHWEST
 KB0435'OF THE NORTHWEST CORNER OF A POND.  THE MONUMENT PROJECTS 8 INCHES
 KB0435'AND THE DISK IS STAMPED KINGERY 1959.
 KB0435'
 KB0435'TO REACH THE STATION FROM THE INTERSECTION OF MATTOON-DIETERICH ROAD
 KB0435'AND INTERSTATE HIGHWAY 70 AT THE NORTH EDGE OF MONTROSE, GO NORTH
 KB0435'ON MATTOON-DIETERICH ROAD FOR 0.1 MILE TO A FRONTAGE ROAD EAST.
 KB0435'TURN RIGHT AND GO EAST ON THE FRONTAGE ROAD FOR 0.9 MILE TO A ROAD
 KB0435'LEFT.  TURN LEFT AND GO NORTH ON THE OILED ROAD FOR 0.15 MILE
 KB0435'TO THE STATION ON THE RIGHT.
 KB0435'
 KB0435'REFERENCE MARK 3 IS 18 FEET EAST OF THE CENTERLINE OF OILED ROAD, AND
 KB0435'18 FEET SOUTHWEST OF THE WITNESS POST.  THE MONUMENT PROJECTS 4
 KB0435'INCHES AND THE DISK IS STAMPED KINGERY 1959 NO 3 1974.
 KB0435'
 KB0435'REFERENCE MARK 4 IS 20 FEET NORTHWEST OF THE WITNESS POST AND 18
 KB0435'FEET EAST OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 8
 KB0435'INCHES AND THE DISK IS STAMPED KINGERY 1959 NO 4 1974.
 KB0435'
 KB0435'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTERLINE OF HIGHWAY 40,
 KB0435'2 FEET EAST OF A TELEPHONE POLE AND 1 FOOT NORTHWEST OF A METAL
 KB0435'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 KB0435'STAMPED KINGERY 1959.
 KB0435'
 KB0435'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MATTOON-DIETERICH
 KB0435'ROAD AND INTERSTATE HIGHWAY 70 AT THE NORTH EDGE OF MONTROSE, GO
 KB0435'SOUTH ON MATTOON-DIETERICH ROAD FOR 0.3 MILE TO THE INTERSECTION WITH
 KB0435'U.S. HIGHWAY 40.  TURN LEFT AND GO NORTHEAST ON HIGHWAY 40 FOR
 KB0435'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KB0435'
 KB0435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 KB0435'NORTHEAST OF MONTROSE.
 KB0435'
 KB0435'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB0435
 KB0435                          STATION RECOVERY (1974)
 KB0435
 KB0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KB0435'1 MI NE FROM MONTROSE.
 KB0435'0.9 MILE EAST ALONG FRONTAGE ROAD 0.1 MILE NORTH OF THE
 KB0435'INTERSECTION OF INTERSTATE HIGHWAY 70 AND MATTOON-DIETERICH ROAD
 KB0435'AT THE NORTH EDGE OF MONTROSE, THENCE 0.15 MILE NORTH ALONG
 KB0435'OILED ROAD, 22 FEET EAST OF THE CENTERLINE OF OILED ROAD, 2 1/2
 KB0435'FEET WEST OF A METAL WITNESS POST, ABOUT 150 FEET NORTHWEST
 KB0435'OF THE NORTHWEST CORNER OF A POND, SET IN THE TOP OF A SQUARE
 KB0435'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0439 ***********************************************************************
 KB0439  DESIGNATION -  KINGERY AZ MK
 KB0439  PID         -  KB0439
 KB0439  STATE/COUNTY-  IL/EFFINGHAM
 KB0439  USGS QUAD   -  WOODBURY (1985)
 KB0439
 KB0439                         *CURRENT SURVEY CONTROL
 KB0439  ___________________________________________________________________
 KB0439* NAD 83(1986)-  39 10 14.     (N)    088 21 56.     (W)     SCALED    
 KB0439* NAVD 88     -       183.012  (meters)     600.43   (feet)  ADJUSTED  
 KB0439  ___________________________________________________________________
 KB0439  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KB0439  DYNAMIC HT  -         182.903 (meters)     600.07  (feet)  COMP
 KB0439  MODELED GRAV-     980,028.4   (mgal)                       NAVD 88
 KB0439
 KB0439  VERT ORDER  -  SECOND    CLASS 0
 KB0439
 KB0439.The horizontal coordinates were scaled from a topographic map and have
 KB0439.an estimated accuracy of +/- 6 seconds.
 KB0439
 KB0439.The orthometric height was determined by differential leveling
 KB0439.and adjusted by the National Geodetic Survey in June 1991..
 KB0439
 KB0439.The geoid height was determined by GEOID03.
 KB0439
 KB0439.The dynamic height is computed by dividing the NAVD 88
 KB0439.geopotential number by the normal gravity value computed on the
 KB0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0439.degrees latitude (g = 980.6199 gals.).
 KB0439
 KB0439.The modeled gravity was interpolated from observed gravity values.
 KB0439
 KB0439;                    North         East    Units  Estimated Accuracy
 KB0439;SPC IL E     -   277,910.      297,220.      MT  (+/- 180 meters Scaled)
 KB0439
 KB0439                          SUPERSEDED SURVEY CONTROL
 KB0439
 KB0439  NGVD 29 (??/??/92)  183.088  (m)          600.68   (f) ADJ UNCH    2 0
 KB0439
 KB0439.Superseded values are not recommended for survey control.
 KB0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0439.See file dsdata.txt to determine how the superseded data were derived.
 KB0439
 KB0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ820365(NAD 83)
 KB0439_MARKER: DZ = AZIMUTH MARK DISK
 KB0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0439_STAMPING: KINGERY 1959
 KB0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0439+STABILITY: SURFACE MOTION
 KB0439
 KB0439  HISTORY     - Date     Condition        Report By
 KB0439  HISTORY     - 1959     MONUMENTED       CGS
 KB0439  HISTORY     - 1974     GOOD             NGS
 KB0439
 KB0439                          STATION DESCRIPTION
 KB0439
 KB0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0439'0.8 MI NE FROM MONTROSE.
 KB0439'ABOUT 0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE POST
 KB0439'OFFICE AT MONTROSE, ABOUT 0.2 MILE EAST OF A FARM HOUSE NORTH OF THE
 KB0439'HIGHWAY, ABOUT 0.2 MILE WEST OF A NORTH-SOUTH DIRT ROAD, 27 FEET
 KB0439'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTHEAST OF
 KB0439'TELEPHONE POLE NUMBER 10370, ABOUT LEVEL WITH THE HIGHWAY
 KB0439'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KB0439
 KB0439                          STATION RECOVERY (1974)
 KB0439
 KB0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KB0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0436 ***********************************************************************
 KB0436  DESIGNATION -  KINGERY RM 3
 KB0436  PID         -  KB0436
 KB0436  STATE/COUNTY-  IL/CUMBERLAND
 KB0436  USGS QUAD   -  WOODBURY (1985)
 KB0436
 KB0436                         *CURRENT SURVEY CONTROL
 KB0436  ___________________________________________________________________
 KB0436* NAD 83(1986)-  39 10 26.     (N)    088 21 49.     (W)     SCALED    
 KB0436* NAVD 88     -       182.76   (meters)     599.6    (feet)  RESET     
 KB0436  ___________________________________________________________________
 KB0436  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KB0436
 KB0436  VERT ORDER  -  THIRD
 KB0436
 KB0436.The horizontal coordinates were scaled from a topographic map and have
 KB0436.an estimated accuracy of +/- 6 seconds.
 KB0436
 KB0436.The orthometric height was computed from unverified reset data.
 KB0436.No vertical observational check was made to the station.
 KB0436
 KB0436.The geoid height was determined by GEOID03.
 KB0436
 KB0436;                    North         East    Units  Estimated Accuracy
 KB0436;SPC IL E     -   278,280.      297,380.      MT  (+/- 180 meters Scaled)
 KB0436
 KB0436                          SUPERSEDED SURVEY CONTROL
 KB0436
 KB0436  NGVD 29 (03/28/06)  182.83   (m)          599.8    (f) RESET       3  
 KB0436
 KB0436.Superseded values are not recommended for survey control.
 KB0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0436.See file dsdata.txt to determine how the superseded data were derived.
 KB0436
 KB0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ822369(NAD 83)
 KB0436_MARKER: DR = REFERENCE MARK DISK
 KB0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0436_STAMPING: KINGERY 1959 NO 3 1974
 KB0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0436+STABILITY: SURFACE MOTION
 KB0436
 KB0436  HISTORY     - Date     Condition        Report By
 KB0436  HISTORY     - 1974     MONUMENTED       NGS
 KB0436
 KB0436                          STATION DESCRIPTION
 KB0436
 KB0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KB0436'1 MI NE FROM MONTROSE.
 KB0436'0.9 MILE EAST ALONG FRONTAGE ROAD FROM ITS INTERSECTION WITH
 KB0436'MATTOON-DIETERICH ROAD (0.1 MILE NORTH OF ITS INTERSECTION WITH
 KB0436'INTERSTATE HIGHWAY 70 AT THE NORTH EDGE OF MONTROSE) THENCE NORTH
 KB0436'ON OILED ROAD 0.15 MILE, 18 FEET EAST OF THE CENTERLINE OF THE
 KB0436'ROAD, 18 FEET SOUTHWEST OF A METAL WITNESS POST AND SET IN THE
 KB0436'TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0437 ***********************************************************************
 KB0437  DESIGNATION -  KINGERY RM 4
 KB0437  PID         -  KB0437
 KB0437  STATE/COUNTY-  IL/CUMBERLAND
 KB0437  USGS QUAD   -  WOODBURY (1985)
 KB0437
 KB0437                         *CURRENT SURVEY CONTROL
 KB0437  ___________________________________________________________________
 KB0437* NAD 83(1986)-  39 10 26.     (N)    088 21 49.     (W)     SCALED    
 KB0437* NAVD 88     -       182.78   (meters)     599.7    (feet)  RESET     
 KB0437  ___________________________________________________________________
 KB0437  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KB0437
 KB0437  VERT ORDER  -  THIRD
 KB0437
 KB0437.The horizontal coordinates were scaled from a topographic map and have
 KB0437.an estimated accuracy of +/- 6 seconds.
 KB0437
 KB0437.The orthometric height was computed from unverified reset data.
 KB0437.No vertical observational check was made to the station.
 KB0437
 KB0437.The geoid height was determined by GEOID03.
 KB0437
 KB0437;                    North         East    Units  Estimated Accuracy
 KB0437;SPC IL E     -   278,280.      297,380.      MT  (+/- 180 meters Scaled)
 KB0437
 KB0437                          SUPERSEDED SURVEY CONTROL
 KB0437
 KB0437  NGVD 29 (03/28/06)  182.86   (m)          599.9    (f) RESET       3  
 KB0437
 KB0437.Superseded values are not recommended for survey control.
 KB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0437.See file dsdata.txt to determine how the superseded data were derived.
 KB0437
 KB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ822369(NAD 83)
 KB0437_MARKER: DR = REFERENCE MARK DISK
 KB0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0437_STAMPING: KINGERY 1959 NO 4 1974
 KB0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0437+STABILITY: SURFACE MOTION
 KB0437
 KB0437  HISTORY     - Date     Condition        Report By
 KB0437  HISTORY     - 1974     MONUMENTED       NGS
 KB0437
 KB0437                          STATION DESCRIPTION
 KB0437
 KB0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KB0437'1 MI NE FROM MONTROSE.
 KB0437'0.9 MILE EAST ALONG FRONTAGE ROAD FROM ITS INTERSECTION WITH
 KB0437'MATTOON-DIETERICH ROAD (0.1 MILE NORTH OF INTERSTATE HIGHWAY
 KB0437'70 AT THE NORTH EDGE OF MONTROSE) THENCE NORTH 0.15 MILE ON OILED
 KB0437'ROAD, 20 FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP
 KB0437'OF A SQUARE CONCRETE POST PROJECTING 8 INCHES AND 18 FEET EAST
 KB0437'OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0642 ***********************************************************************
 NH0642  DESIGNATION -  KINGS
 NH0642  PID         -  NH0642
 NH0642  STATE/COUNTY-  IL/OGLE
 NH0642  USGS QUAD   -  KINGS (1993)
 NH0642
 NH0642                         *CURRENT SURVEY CONTROL
 NH0642  ___________________________________________________________________
 NH0642* NAD 83(1997)-  42 00 03.17752(N)    089 06 33.23807(W)     ADJUSTED  
 NH0642* NAVD 88     -       269.213  (meters)     883.24   (feet)  POSTED    
 NH0642  ___________________________________________________________________
 NH0642  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 NH0642  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NH0642  DYNAMIC HT  -         269.120 (meters)     882.94  (feet)  COMP
 NH0642  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 NH0642
 NH0642  HORZ ORDER  -  SECOND
 NH0642  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NH0642
 NH0642.The horizontal coordinates were established by classical geodetic methods
 NH0642.and adjusted by the National Geodetic Survey in October 1999..
 NH0642
 NH0642.The orthometric height was determined by differential leveling
 NH0642.and adjusted by the National Geodetic Survey in 1992..
 NH0642.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NH0642.rate of 0.0 thru 1.0 mm/km.
 NH0642
 NH0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH0642
 NH0642.The geoid height was determined by GEOID03.
 NH0642
 NH0642.The dynamic height is computed by dividing the NAVD 88
 NH0642.geopotential number by the normal gravity value computed on the
 NH0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0642.degrees latitude (g = 980.6199 gals.).
 NH0642
 NH0642.The modeled gravity was interpolated from observed gravity values.
 NH0642
 NH0642;                    North         East     Units Scale Factor Converg.
 NH0642;SPC IL W     -   592,721.575   787,603.367   MT  1.00003558   +0 42 27.4
 NH0642;SPC IL W     - 1,944,620.70  2,583,995.38   sFT  1.00003558   +0 42 27.4
 NH0642;UTM  16      - 4,652,026.241   325,316.574   MT  0.99997549   -1 24 42.2
 NH0642
 NH0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH0642!SPC IL W     -   0.99996295  x   1.00003558  =   0.99999853
 NH0642!UTM  16      -   0.99996295  x   0.99997549  =   0.99993844
 NH0642
 NH0642:                Primary Azimuth Mark                     Grid Az
 NH0642:SPC IL W     -  HAMILTON                                 020 47 14.7
 NH0642:UTM  16      -  HAMILTON                                 022 54 24.3
 NH0642
 NH0642|---------------------------------------------------------------------|
 NH0642| PID    Reference Object                     Distance      Geod. Az  |
 NH0642|                                                           dddmmss.s |
 NH0642| NH0641 HAMILTON                            APPROX. 1.0 KM 0212942.1 |
 NH0642| CI9899 KINGS RM                             33.480 METERS 12303     |
 NH0642|---------------------------------------------------------------------|
 NH0642
 NH0642                          SUPERSEDED SURVEY CONTROL
 NH0642
 NH0642  NAD 83(1997)-  42 00 03.17817(N)    089 06 33.24035(W) AD(       ) 2
 NH0642  NAD 83(1986)-  42 00 03.17473(N)    089 06 33.23818(W) AD(       ) 2
 NH0642  NAD 27      -  42 00 03.07420(N)    089 06 32.89750(W) AD(       ) 2
 NH0642  NGVD 29 (07/19/86)  269.25   (m)          883.4    (f) LEVELING    3  
 NH0642
 NH0642.Superseded values are not recommended for survey control.
 NH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0642.See file dsdata.txt to determine how the superseded data were derived.
 NH0642
 NH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2531752026(NAD 83)
 NH0642_MARKER: DS = TRIANGULATION STATION DISK
 NH0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0642_STAMPING: 883.377 KINGS 1920
 NH0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0642+STABILITY: SURFACE MOTION
 NH0642
 NH0642  HISTORY     - Date     Condition        Report By
 NH0642  HISTORY     - 1920     MONUMENTED       CGS
 NH0642  HISTORY     - 1954     MARK NOT FOUND   CGS
 NH0642  HISTORY     - 1960     MARK NOT FOUND   CGS
 NH0642  HISTORY     - 1960     GOOD             NGS
 NH0642  HISTORY     - 1960     MARK NOT FOUND   NGS
 NH0642  HISTORY     - 19960514 MARK NOT FOUND   USPSQD
 NH0642  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 NH0642  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0642
 NH0642                          STATION DESCRIPTION
 NH0642
 NH0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH0642'STATION IS LOCATED AT KINGS, ABOUT 220 YARDS S OF THE RAILROAD
 NH0642'STATION, ON THE W SIDE OF THE CHICAGO, BURLINGTON AND QUINCY
 NH0642'RAILROAD TRACK, 25 YARDS N OF THE S END OF A TRIANGULAR LOT,
 NH0642'AND 16.55 METERS (54.30 FEET) W OF THE W AND NEAREST RAIL
 NH0642'OF THE MAIN LINE.  THE SURFACE, UNDERGROUND, AND REFERENCE
 NH0642'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 NH0642'THE REFERENCE MARK IS ON THE
 NH0642'OPPOSITE SIDE OF THE TRACK, NEAR THE FENCE LINE, 33.48 METERS
 NH0642'(109.84 FEET) FROM THE STATION, N 56 DEG 57 MIN W.
 NH0642
 NH0642                          STATION RECOVERY (1954)
 NH0642
 NH0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH0642'THIS TRAVERSE STATION WAS SEARCHED FOR BUT NOT RECOVERED, THE
 NH0642'SITE IS NOW A CORN FIELD.  THE UNDERGROUND MARK COULD PROBABLY
 NH0642'BE RECOVERED, WHEN THE CORN HAS BEEN GATHERED.  THE REFERENCE
 NH0642'MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 NH0642'1920 DESCRIPTION.
 NH0642
 NH0642                          STATION RECOVERY (1960)
 NH0642
 NH0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (SD)
 NH0642'STATION NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR THIS
 NH0642'MARK BUT IT WAS NOT RECOVERED ON THIS DATE.  IT MAY HAVE
 NH0642'BEEN DESTROYED BY PLOWING OPERATIONS.  R.M. KINGS WAS NOT
 NH0642'RECOVERED EITHER.
 NH0642'
 NH0642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KINGS
 NH0642
 NH0642                          STATION RECOVERY (1960)
 NH0642
 NH0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0642'AT KINGS.
 NH0642'AT KINGS, OGLE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 NH0642'RAILROAD, ABOUT 220 YARDS SOUTH OF THE STATION, 5 YARDS NORTH
 NH0642'OF THE SOUTH END OF A TRIANGULAR LOT, AND 17 YARDS WEST OF THE
 NH0642'WEST RAIL.  A STANDARD TRIANGULATION STATION DISK, STAMPED
 NH0642'883.377 KINGS 1920 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 NH0642'WITH THE GROUND.
 NH0642
 NH0642                          STATION RECOVERY (1960)
 NH0642
 NH0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0642'MARK NOT FOUND.
 NH0642
 NH0642                          STATION RECOVERY (1996)
 NH0642
 NH0642'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0642'MARK NOT FOUND.
 NH0642
 NH0642                          STATION RECOVERY (2001)
 NH0642
 NH0642'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0642'MARK NOT FOUND.
 NH0642
 NH0642                          STATION RECOVERY (2004)
 NH0642
 NH0642'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2036 ***********************************************************************
 LC2036  DESIGNATION -  KINGSTON
 LC2036  PID         -  LC2036
 LC2036  STATE/COUNTY-  IL/PEORIA
 LC2036  USGS QUAD   -  GLASFORD (1996)
 LC2036
 LC2036                         *CURRENT SURVEY CONTROL
 LC2036  ___________________________________________________________________
 LC2036* NAD 83(1997)-  40 33 45.37294(N)    089 45 22.95913(W)     ADJUSTED  
 LC2036* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 LC2036  ___________________________________________________________________
 LC2036  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 LC2036  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LC2036
 LC2036  HORZ ORDER  -  FIRST
 LC2036
 LC2036.The horizontal coordinates were established by classical geodetic methods
 LC2036.and adjusted by the National Geodetic Survey in October 1999..
 LC2036
 LC2036.The orthometric height was scaled from a topographic map.
 LC2036
 LC2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2036
 LC2036.The geoid height was determined by GEOID03.
 LC2036
 LC2036;                    North         East     Units Scale Factor Converg.
 LC2036;SPC IL W     -   432,536.548   734,744.944   MT  0.99995603   +0 16 00.5
 LC2036;SPC IL W     - 1,419,080.32  2,410,575.70   sFT  0.99995603   +0 16 00.5
 LC2036;UTM  16      - 4,493,855.373   266,644.692   MT  1.00027034   -1 47 35.6
 LC2036
 LC2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2036!SPC IL W     -   0.99997617  x   0.99995603  =   0.99993220
 LC2036!UTM  16      -   0.99997617  x   1.00027034  =   1.00024650
 LC2036
 LC2036:                Primary Azimuth Mark                     Grid Az
 LC2036:SPC IL W     -  PEORIA COUNTY HOME TANK                  016 29 32.1
 LC2036:UTM  16      -  PEORIA COUNTY HOME TANK                  018 33 08.2
 LC2036
 LC2036|---------------------------------------------------------------------|
 LC2036| PID    Reference Object                     Distance      Geod. Az  |
 LC2036|                                                           dddmmss.s |
 LC2036| LC2021 PEORIA COUNTY HOME TANK             APPROX.15.0 KM 0164532.6 |
 LC2036| LC2024 PEORIA COUNTY HOME STACK            APPROX.14.9 KM 0164902.5 |
 LC2036| LC2012 PEKIN MUNICIPAL STANDPIPE           APPROX. 9.0 KM 0863515.0 |
 LC2036| LC2011 PEKIN CORN PROD REFINING CO TK      APPROX. 8.0 KM 0952128.3 |
 LC2036| CI7660 KINGSTON RM 1                        45.507 METERS 09627     |
 LC2036| LC2018 PEKIN FLEISCHMAN YEAST CORP TK      APPROX. 7.7 KM 0993040.8 |
 LC2036| LC2019 PEKIN FLEISCHMAN YEAST CORP SK      APPROX. 7.7 KM 0995544.9 |
 LC2036| LC2015 S PEKIN SUPER PWR CO N TANK         APPROX. 6.8 KM 1074739.2 |
 LC2036| LC2016 S PEKIN SUPER PWR CO S TANK         APPROX. 6.8 KM 1075359.0 |
 LC2036| CI7661 KINGSTON RM 2                        25.332 METERS 18523     |
 LC2036| CI7659 KINGSTON AZ MK                                     2300541.0 |
 LC2036| LC2038 GLASFORD MUNICIPAL TANK             APPROX. 4.8 KM 2814324.9 |
 LC2036| LC2039 FARMINGTON MUNICIPAL TANK           APPROX.25.1 KM 3070939.6 |
 LC2036|---------------------------------------------------------------------|
 LC2036
 LC2036                          SUPERSEDED SURVEY CONTROL
 LC2036
 LC2036  NAD 83(1997)-  40 33 45.38202(N)    089 45 22.95870(W) AD(       ) 1
 LC2036  NAD 83(1986)-  40 33 45.38209(N)    089 45 22.95747(W) AD(       ) 1
 LC2036  NAD 27      -  40 33 45.24300(N)    089 45 22.57200(W) AD(       ) 1
 LC2036
 LC2036.Superseded values are not recommended for survey control.
 LC2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2036.See file dsdata.txt to determine how the superseded data were derived.
 LC2036
 LC2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK6664593855(NAD 83)
 LC2036_MARKER: Z = SEE DESCRIPTION
 LC2036_SETTING: 0 = UNSPECIFIED SETTING
 LC2036
 LC2036  HISTORY     - Date     Condition        Report By
 LC2036  HISTORY     - 1903     MONUMENTED       IRC
 LC2036  HISTORY     - 1935     GOOD             CGS
 LC2036  HISTORY     - 1964     GOOD             CGS
 LC2036  HISTORY     - 1965     GOOD             CGS
 LC2036  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 LC2036
 LC2036                          STATION DESCRIPTION
 LC2036
 LC2036'DESCRIBED BY ILLINOIS RIVER COMMISSION 1903
 LC2036'STATION IS MARKED BY STONE AND PIPE, SITUATED 1 MILE NE OF
 LC2036'KINGSTON MINES POST OFFICE, AT THE SUMMIT OF A CLAY MOUND
 LC2036'ON TOP OF THE N RIVER BLUFF, 775 FEET W AND 525 FEET N OF
 LC2036'YELLOW-COLORED HOUSE, FRONTING S TO THE BLUFF ROAD, AND OWNED
 LC2036'BY JOSEPH BROWN, 351 FEET E AND 102 FEET N OF FARM DIVISION-FENCE
 LC2036'CORNER, AND ALSO 1,218 FEET S AND 174 FEET W OF THE NE CORNER
 LC2036'OF SEC. 25, T 7 N, R 6 E, TIMBER TOWNSHIP.  A 20-FOOT TOWER
 LC2036'WAS BUILT OVER THIS POINT.
 LC2036
 LC2036                          STATION RECOVERY (1935)
 LC2036
 LC2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2036'STATION IS ABOUT 12 MILES E OF CANTON, ABOUT 3 MILES ESE OF
 LC2036'GLASSFORD, AND ABOUT 1 MILE NE OF KINGSTON MINES POST OFFICE,
 LC2036'IN THE NE CORNER OF SEC. 25, T 7 N, R 6 E, IN TIMNER TOWNSHIP,
 LC2036'AT THE SUMMIT OF A CLAY MOUND AT TOP OF N RIVER BLUFF (ILLINOIS
 LC2036'RIVER).  IT IS 90 FEET N OF E AND W FENCE LINE, 81 FEET NE
 LC2036'OF 15-INCH LONE TREE, AND ABOUT 0.05 MILE W OF HOUSE OF
 LC2036'STEVE CHIOTTE.  THE MARK PROJECTS 3 INCHES.
 LC2036'
 LC2036'SURFACE IS MARKED BY A STANDARD ILLINOIS RIVER COMMISSION
 LC2036'DISK BEING A 3-INCH DISK SET ON TOP OF A PIPE.  THE MARK IS
 LC2036'STAMPED ILLINOIS RIVER SURVEY 1903.
 LC2036'
 LC2036'THERE IS A STONE UNDERGROUND MARK.
 LC2036'
 LC2036'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 LC2036'
 LC2036'REFERENCE MARK NO. 1 IS E OF STATION, 45 FEET N OF FENCE
 LC2036'CORNER, 3 FEET E OF N AND S FENCE LINE, AND IS FLUSH WITH
 LC2036'THE GROUND.
 LC2036'
 LC2036'REFERENCE MARK NO. 2 IS S OF THE STATION, 45 FEET SE OF
 LC2036'15-INCH TREE, 8 FEET N OF E AND W FENCE LINE, AND IS FLUSH
 LC2036'WITH THE GROUND.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 LC2036'IS 169.52 FEET.
 LC2036'
 LC2036'THE AZIMUTH MARK IS SW OF THE STATION ON S SIDE OF U.S. HIGHWAY
 LC2036'24, 25 FEET S OF CENTER LINE OF ROAD, 3 FEET N OF S
 LC2036'RIGHT-OF-WAY FENCE LINE, 25 YARDS E OF UNPAINTED BARN, AND
 LC2036'PROJECTS 2 INCHES.
 LC2036'
 LC2036'STATION MAY BE REACHED FROM CANTON FROM JUNCTION OF U.S.
 LC2036'HIGHWAY 24, ILLINOIS HIGHWAYS 9 AND 78, BY GOING E ON U.S.
 LC2036'HIGHWAY 24 FOR 13.7 MILES TO JUNCTION WITH STATE HIGHWAY
 LC2036'175.  CONTINUE E ON U.S. HIGHWAY 24, 2.8 MILES TO MR. CHIOTTES
 LC2036'HOUSE (NAME ON LARGE MAIL BOX ON N SIDE OF ROAD).  STATION
 LC2036'MARK IS ABOUT 0.05 MILE W OF HOUSE AT HIGHEST POINT OF MOUND.
 LC2036'
 LC2036'A 100-FOOT SIGNAL AT CROSS IS VISIBLE AT 37 FEET, AN 87-FOOT
 LC2036'SIGNAL AT ILLINOIS P.T. 13 IS VISIBLE AT 50 FEET, A 100-FOOT
 LC2036'SIGNAL AT RALSTON IS VISIBLE AT 50 FEET, AN 87-FOOT SIGNAL
 LC2036'AT HOME IS VISIBLE AT 50 FEET, AND AN 87-FOOT SIGNAL AT
 LC2036'RAMIGE IS VISIBLE AT 60 FEET.
 LC2036
 LC2036                          STATION RECOVERY (1964)
 LC2036
 LC2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ERL)
 LC2036'STATION HAS BEEN RECOVERED IN GOOD CONDITION.  DISK HAS BEEN
 LC2036'HIT WITH AXE SEVERAL TIMES - OK.  R.M. 1 RECOVERED IN GOOD
 LC2036'CONDITION.  R.M. 2 NOT SEARCHED FOR.  BELIEVE AZIMUTH MARK
 LC2036'OBLITERATED BY RECONSTRUCTION OF U.S. RTE. 24.  REFERENCES
 LC2036'TO RIGHT OF WAY FENCE AND BARN FOR AZIMUTH MARK ARE USELESS,
 LC2036'AS BOTH ARE REMOVED.
 LC2036
 LC2036                          STATION RECOVERY (1965)
 LC2036
 LC2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LC2036'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LC2036'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND WAS PROBABLY
 LC2036'DESTROYED BY CONSTRUCTION ON U.S. HIGHWAY 24.  NO SUITABLE
 LC2036'PLACE WAS FOUND TO RESET THIS MARK ON U.S. 24 IN THE VICINITY
 LC2036'OF THE STATION.  WITH A SMALL AMOUNT OF CLEARING NEAR THE
 LC2036'STATION SEVERAL INTERSECTION STATION WOULD BE VISIBLE FROM
 LC2036'THE GROUND.
 LC2036'
 LC2036'MR. STEVE CHIOTTE STILL LIVES IN THE HOUSE TO THE SOUTHEAST
 LC2036'OF THE STATION.
 LC2036'
 LC2036'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LC2036'24 AND THE SURFACED HIGHWAY ABOUT 1 MILE SOUTH OF GLASFORD,
 LC2036'GO EAST ON U.S. 24 FOR 2.8 MILES TO THE DRIVEWAY LEADING NORTH
 LC2036'TO MR. CHIOTTES HOUSE.  STATION IS ON TOP OF MOUND ABOUT
 LC2036'0.05 MILE WEST OF HOUSE.
 LC2036
 LC2036                          STATION RECOVERY (1999)
 LC2036
 LC2036'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC2036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1185 ***********************************************************************
 NH1185  DESIGNATION -  KINGSTON
 NH1185  PID         -  NH1185
 NH1185  STATE/COUNTY-  IL/DE KALB
 NH1185  USGS QUAD   -  KIRKLAND (1968)
 NH1185
 NH1185                         *CURRENT SURVEY CONTROL
 NH1185  ___________________________________________________________________
 NH1185* NAD 83(1997)-  42 04 26.07292(N)    088 46 06.73690(W)     ADJUSTED  
 NH1185* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 NH1185  ___________________________________________________________________
 NH1185  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NH1185  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NH1185
 NH1185  HORZ ORDER  -  THIRD
 NH1185
 NH1185.The horizontal coordinates were established by classical geodetic methods
 NH1185.and adjusted by the National Geodetic Survey in October 1999..
 NH1185
 NH1185.The orthometric height was scaled from a topographic map.
 NH1185
 NH1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1185
 NH1185.The geoid height was determined by GEOID03.
 NH1185
 NH1185;                    North         East     Units Scale Factor Converg.
 NH1185;SPC IL E     -   600,403.443   263,985.578   MT  0.99999095   -0 17 29.9
 NH1185;SPC IL E     - 1,969,823.63    866,092.68   sFT  0.99999095   -0 17 29.9
 NH1185;UTM  16      - 4,659,495.567   353,701.084   MT  0.99986337   -1 11 07.0
 NH1185
 NH1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1185!SPC IL E     -   0.99996191  x   0.99999095  =   0.99995286
 NH1185!UTM  16      -   0.99996191  x   0.99986337  =   0.99982529
 NH1185
 NH1185|---------------------------------------------------------------------|
 NH1185| PID    Reference Object                     Distance      Geod. Az  |
 NH1185|                                                           dddmmss.s |
 NH1185| CI9901 KINGSTON RM 1                        15.201 METERS 10644     |
 NH1185| MF1482 DE KALB GENERAL ELEC CO W TK        APPROX.16.3 KM 1674729.0 |
 NH1185| MF1484 DE KALB WURLITZER PIANO CO TK       APPROX.16.0 KM 1691158.6 |
 NH1185| MF1480 DE KALB CYCLONE FENCE CO TANK       APPROX.15.9 KM 1694451.9 |
 NH1185| CI9902 KINGSTON RM 2                         7.880 METERS 18247     |
 NH1185| CI9900 KINGSTON AZ MK                                     2475746.7 |
 NH1185|---------------------------------------------------------------------|
 NH1185
 NH1185                          SUPERSEDED SURVEY CONTROL
 NH1185
 NH1185  NAD 83(1997)-  42 04 26.07290(N)    088 46 06.74181(W) AD(       ) 3
 NH1185  NAD 83(1986)-  42 04 26.07303(N)    088 46 06.74432(W) AD(       ) 3
 NH1185  NAD 27      -  42 04 25.98020(N)    088 46 06.40340(W) AD(       ) 3
 NH1185
 NH1185.Superseded values are not recommended for survey control.
 NH1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1185.See file dsdata.txt to determine how the superseded data were derived.
 NH1185
 NH1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5370159496(NAD 83)
 NH1185_MARKER: DS = TRIANGULATION STATION DISK
 NH1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1185
 NH1185  HISTORY     - Date     Condition        Report By
 NH1185  HISTORY     - 1954     MONUMENTED       CGS
 NH1185  HISTORY     - 1967     GOOD             CGS
 NH1185  HISTORY     - 19961026 GOOD             USPSQD
 NH1185
 NH1185                          STATION DESCRIPTION
 NH1185
 NH1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1185'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF KIRKLAND AND
 NH1185'2 MILES SOUTH OF KINGSTON, ON ROAD RIGHT-OF-WAY NEAR PROPERTY
 NH1185'OWNED BY MR. GUY LANAN.  IT IS 175 FEET SOUTHWEST OF THE
 NH1185'SOUTHWEST CORNER OF A LARGE 2 STORY FRAME HOUSE, 21 FEET
 NH1185'WEST OF THE CENTER OF A GRAVEL ROAD, 4 FEET SOUTHEAST OF A
 NH1185'WHITE WITNESS POST AND 2 FEET EAST OF A FENCE.  THE MARK
 NH1185'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED KINGSTON 1954.
 NH1185'
 NH1185'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF THE GRAVEL
 NH1185'ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND THE
 NH1185'DISK IS STAMPED KINGSTON NO 1 1954.
 NH1185'
 NH1185'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF A POWER LINE POLE,
 NH1185'23 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 NH1185'EAST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 NH1185'DISK IS STAMPED KINGSTON NO 2 1954.
 NH1185'
 NH1185'AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF A PAVED ROAD,
 NH1185'2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 NH1185'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED KINGSTON
 NH1185'1954.
 NH1185'
 NH1185'TO REACH THE STATION FROM THE C.M.ST.P. AND P. RAILROAD DEPOT IN
 NH1185'KINGSTON, GO SOUTH ON PAVED STREET FOR 0.05 MILE TO INTERSECTION
 NH1185'WITH STATE HIGHWAY 72, TURN RIGHT AND GO WEST ON HIGHWAY 72
 NH1185'FOR 1.35 MILE TO A CROSSROAD AND A SCHOOL ON THE LEFT, TURN
 NH1185'LEFT AND GO SOUTH ON PAVED ROAD FOR 1.8 MILES TO THE AZIMUTH
 NH1185'MARK ON THE LEFT, EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE
 NH1185'SOUTH ON PAVED ROAD FOR 0.2 MILE TO A CROSSROAD, TURN LEFT
 NH1185'AND GO EAST ON GRAVEL ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT,
 NH1185'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.5 MILE TO THE
 NH1185'STATION ON THE LEFT NEAR TOP OF HILL AS DESCRIBED.
 NH1185'
 NH1185'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1185
 NH1185                          STATION RECOVERY (1967)
 NH1185
 NH1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1185'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS
 NH1185'ADEQUATE WITH BELOW CHANGES.
 NH1185'
 NH1185'THE STREET IN KINGSTON IS 5 POINTS ROAD.  THE SCHOOL MENTIONED
 NH1185'IN THE TO REACH IS GONE AND THE PAVED ROAD SOUTH OF GLIDDEN
 NH1185'ROAD.
 NH1185'
 NH1185'THE STATION MARK IS FLUSK, 47 FEET WEST OF A 36 INCH MAPLE
 NH1185'TREE AND 1 FOOT EAST OF A METAL WITNESS POST.
 NH1185'
 NH1185'REFERENCE MARK 1 IS 21 FEET NORTH OF A 20 INCH MULBERRY TREE.
 NH1185'
 NH1185'THE AZIMUTH MARK IS 125 FEET NORTHEAST OF THE INTERSECTION
 NH1185'OF GLIDDEN ROAD AND A DRIVEWAY WEST AND 1 FOOT SOUTH OF A
 NH1185'METAL WITNESS POST.
 NH1185'
 NH1185'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 NH1185'SOUTH OF KINGSTON
 NH1185
 NH1185                          STATION RECOVERY (1996)
 NH1185
 NH1185'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7902 ***********************************************************************
 DF7902  CBN         -  This is a Cooperative Base Network Control Station.
 DF7902  DESIGNATION -  KINKAID LAKE
 DF7902  PID         -  DF7902
 DF7902  STATE/COUNTY-  IL/JACKSON
 DF7902  USGS QUAD   -  ORAVILLE (1996)
 DF7902
 DF7902                         *CURRENT SURVEY CONTROL
 DF7902  ___________________________________________________________________
 DF7902* NAD 83(1997)-  37 48 35.75963(N)    089 24 44.44405(W)     ADJUSTED  
 DF7902* NAVD 88     -       133.8    (meters)     439.     (feet)  GPS OBS   
 DF7902  ___________________________________________________________________
 DF7902  X           -      51,748.005 (meters)                     COMP
 DF7902  Y           -  -5,045,207.154 (meters)                     COMP
 DF7902  Z           -   3,888,862.335 (meters)                     COMP
 DF7902  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DF7902  ELLIP HEIGHT-         104.51  (meters)          (09/15/03) GPS OBS
 DF7902  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DF7902
 DF7902  HORZ ORDER  -  A
 DF7902  ELLP ORDER  -  FOURTH    CLASS I
 DF7902
 DF7902.The horizontal coordinates were established by GPS observations
 DF7902.and adjusted by the National Geodetic Survey in September 2003..
 DF7902
 DF7902.The orthometric height was determined by GPS observations and a
 DF7902.high-resolution geoid model.
 DF7902
 DF7902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7902
 DF7902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7902
 DF7902.The ellipsoidal height was determined by GPS observations
 DF7902.and is referenced to NAD 83.
 DF7902
 DF7902.The geoid height was determined by GEOID03.
 DF7902
 DF7902;                    North         East     Units Scale Factor Converg.
 DF7902;SPC IL W     -   127,142.738   766,421.084   MT  0.99999550   +0 27 44.8
 DF7902;SPC IL W     -   417,134.13  2,514,499.84   sFT  0.99999550   +0 27 44.8
 DF7902;UTM  16      - 4,187,468.595   287,641.303   MT  1.00015547   -1 28 45.9
 DF7902
 DF7902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7902!SPC IL W     -   0.99998360  x   0.99999550  =   0.99997910
 DF7902!UTM  16      -   0.99998360  x   1.00015547  =   1.00013907
 DF7902
 DF7902                          SUPERSEDED SURVEY CONTROL
 DF7902
 DF7902.No superseded survey control is available for this station.
 DF7902
 DF7902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8764187469(NAD 83)
 DF7902_MARKER: DD = SURVEY DISK
 DF7902_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF7902_STAMPING: KINKAID 2002
 DF7902_MARK LOGO: ILDW  
 DF7902_PROJECTION: FLUSH
 DF7902_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DF7902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7902+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2002
 DF7902
 DF7902  HISTORY     - Date     Condition        Report By
 DF7902  HISTORY     - 20020530 MONUMENTED       ILDW
 DF7902
 DF7902                          STATION DESCRIPTION
 DF7902
 DF7902'DESCRIBED BY ILLINOIS DIVISION OF WATERWAYS 2002 (PS)
 DF7902'THE STATION IS LOCATED IN JACKSON COUNTY, IN THE WEST HALF OF SECTION
 DF7902'23 , TOWNSHIP 8 SOUTH ,
 DF7902'RANGE 3 WEST OF THE 3RD PRINCIPAL MERIDIAN.  TO REACH THE STATION FROM
 DF7902'THE JUNCTION OF STATE
 DF7902'HIGHWAYS 149 AND 127/13.  GO NORTH 3.0 MILES ON STATE HIGHWAY 127/13
 DF7902'TO AVA ROAD.  TURN LEFT ON AVA
 DF7902'ROAD AND GO 4.7 MILES AND TURN LEFT ON PAUL ICE ROAD.  GO 0.4 MILES TO
 DF7902'THE PAUL ICE RECREATION AREA
 DF7902'SIGN, TURN LEFT (SOUTH) GO 0.7 MILES TO ENTRANCE OF PUBLIC DOVE
 DF7902'HUNTING FIELD.  TURN LEFT (EAST)
 DF7902'INTO FIELD AND GO 0.10 MILES ( 535.4 FEET FROM CENTERLINE OF PAUL  ICE
 DF7902'ROAD ), MONUMENT IS ON NORTH
 DF7902'EDGE OF GRASS LANE SET FLUSH WITH GROUND MARKED WITH WITNESS POST 1
 DF7902'FOOT EAST OF MONUMENT.
 DF7902' 
 DF7902' 
 DF7902' 
 DF7902' 
 DF7902'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1798 ***********************************************************************
 JB1798  DESIGNATION -  KINMUNDY MUNICIPAL TANK
 JB1798  PID         -  JB1798
 JB1798  STATE/COUNTY-  IL/MARION
 JB1798  USGS QUAD   -  KINMUNDY (1985)
 JB1798
 JB1798                         *CURRENT SURVEY CONTROL
 JB1798  ___________________________________________________________________
 JB1798* NAD 83(1997)-  38 46 20.94374(N)    088 50 44.16355(W)     ADJUSTED  
 JB1798* NAVD 88     -                                                        
 JB1798  ___________________________________________________________________
 JB1798  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 JB1798  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JB1798
 JB1798  HORZ ORDER  -  THIRD
 JB1798
 JB1798.The horizontal coordinates were established by classical geodetic methods
 JB1798.and adjusted by the National Geodetic Survey in October 1999..
 JB1798
 JB1798
 JB1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1798
 JB1798.The geoid height was determined by GEOID03.
 JB1798
 JB1798;                    North         East     Units Scale Factor Converg.
 JB1798;SPC IL E     -   233,846.036   255,483.315   MT  0.99999939   -0 19 14.9
 JB1798;SPC IL E     -   767,209.87    838,198.18   sFT  0.99999939   -0 19 14.9
 JB1798;UTM  16      - 4,293,146.827   339,669.586   MT  0.99991655   -1 09 21.7
 JB1798
 JB1798                          SUPERSEDED SURVEY CONTROL
 JB1798
 JB1798  NAD 83(1986)-  38 46 20.95835(N)    088 50 44.16046(W) AD(       ) 4
 JB1798  NAD 27      -  38 46 20.78500(N)    088 50 43.96200(W) AD(       ) 3
 JB1798
 JB1798.Superseded values are not recommended for survey control.
 JB1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1798.See file dsdata.txt to determine how the superseded data were derived.
 JB1798
 JB1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3967093147(NAD 83)
 JB1798_MARKER: 53 = ELEVATED TANK
 JB1798
 JB1798  HISTORY     - Date     Condition        Report By
 JB1798  HISTORY     - 1960     FIRST OBSERVED   CGS
 JB1798
 JB1798                          STATION DESCRIPTION
 JB1798
 JB1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB1798'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF KINMUNDY AND ABOUT
 JB1798'0.1 MILE SOUTHEAST
 JB1798'OF THE JUNCTION OF STATE HIGHWAY 37 AND LOUISVILLE
 JB1798'ROAD.  THE TANK IS SUPPORTED BY A
 JB1798'4 LEGGED STEEL STRUCTURE PAINTED
 JB1798'SILVER IN COLOR WITH THE NAME KINMUNDY PAINTED ON
 JB1798'THE NORTH SIDE AND
 JB1798'THE OVERALL HEIGHT IS APPROXIMATELY 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0302 ***********************************************************************
 MG0302  DESIGNATION -  KINSON
 MG0302  PID         -  MG0302
 MG0302  STATE/COUNTY-  IL/HENRY
 MG0302  USGS QUAD   -  ATKINSON (1991)
 MG0302
 MG0302                         *CURRENT SURVEY CONTROL
 MG0302  ___________________________________________________________________
 MG0302* NAD 83(1997)-  41 25 02.73752(N)    090 01 39.40256(W)     ADJUSTED  
 MG0302* NAVD 88     -       202.804  (meters)     665.37   (feet)  ADJUSTED  
 MG0302  ___________________________________________________________________
 MG0302  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MG0302  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0302  DYNAMIC HT  -         202.724 (meters)     665.10  (feet)  COMP
 MG0302  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 MG0302
 MG0302  HORZ ORDER  -  SECOND
 MG0302  VERT ORDER  -  SECOND    CLASS 0
 MG0302
 MG0302.The horizontal coordinates were established by classical geodetic methods
 MG0302.and adjusted by the National Geodetic Survey in October 1999..
 MG0302
 MG0302.The orthometric height was determined by differential leveling
 MG0302.and adjusted by the National Geodetic Survey in June 1991..
 MG0302
 MG0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0302
 MG0302.The geoid height was determined by GEOID03.
 MG0302
 MG0302.The dynamic height is computed by dividing the NAVD 88
 MG0302.geopotential number by the normal gravity value computed on the
 MG0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0302.degrees latitude (g = 980.6199 gals.).
 MG0302
 MG0302.The modeled gravity was interpolated from observed gravity values.
 MG0302
 MG0302;                    North         East     Units Scale Factor Converg.
 MG0302;SPC IL W     -   527,390.726   711,624.600   MT  0.99994284   +0 05 31.2
 MG0302;SPC IL W     - 1,730,281.07  2,334,721.71   sFT  0.99994284   +0 05 31.2
 MG0302;UTM  15      - 4,589,361.840   748,412.712   MT  1.00035949   +1 58 02.5
 MG0302;UTM  16      - 4,589,521.869   246,971.521   MT  1.00038798   -2 00 14.2
 MG0302
 MG0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0302!SPC IL W     -   0.99997336  x   0.99994284  =   0.99991620
 MG0302!UTM  15      -   0.99997336  x   1.00035949  =   1.00033284
 MG0302!UTM  16      -   0.99997336  x   1.00038798  =   1.00036133
 MG0302
 MG0302:                Primary Azimuth Mark                     Grid Az
 MG0302:SPC IL W     -  ATKINSON ST ANTHONYS CATH CH             060 36 39.4
 MG0302:UTM  15      -  ATKINSON ST ANTHONYS CATH CH             058 44 08.1
 MG0302:UTM  16      -  ATKINSON ST ANTHONYS CATH CH             062 42 24.8
 MG0302
 MG0302|---------------------------------------------------------------------|
 MG0302| PID    Reference Object                     Distance      Geod. Az  |
 MG0302|                                                           dddmmss.s |
 MG0302| MG0682 ATKINSON ST ANTHONYS CATH CH        APPROX. 0.9 KM 0604210.6 |
 MG0302| MG0681 ATKINSON MUNICIPAL TANK             APPROX. 1.4 KM 0713430.3 |
 MG0302| MG0303 KINSON RM 1                          10.348 METERS 09055     |
 MG0302| MG0297 LANE                                APPROX. 3.4 KM 2671022.0 |
 MG0302| MG0301 KINSON RM 2                          12.094 METERS 27147     |
 MG0302|---------------------------------------------------------------------|
 MG0302
 MG0302                          SUPERSEDED SURVEY CONTROL
 MG0302
 MG0302  NAD 83(1997)-  41 25 02.73769(N)    090 01 39.40283(W) AD(       ) 2
 MG0302  NAD 83(1986)-  41 25 02.74337(N)    090 01 39.41420(W) AD(       ) 2
 MG0302  NAD 27      -  41 25 02.62000(N)    090 01 39.01350(W) AD(       ) 2
 MG0302  NGVD 29 (??/??/92)  202.877  (m)          665.61   (f) ADJ UNCH    2 0
 MG0302
 MG0302.Superseded values are not recommended for survey control.
 MG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0302.See file dsdata.txt to determine how the superseded data were derived.
 MG0302
 MG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4841389362(NAD 83)
 MG0302_MARKER: DS = TRIANGULATION STATION DISK
 MG0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0302_STAMPING: KINSON 1958
 MG0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0302+STABILITY: SURFACE MOTION
 MG0302
 MG0302  HISTORY     - Date     Condition        Report By
 MG0302  HISTORY     - 1958     MONUMENTED       CGS
 MG0302  HISTORY     - 1959     GOOD             NGS
 MG0302  HISTORY     - 1962     GOOD             CGS
 MG0302  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 MG0302  HISTORY     - 20010919 POOR             USPSQD
 MG0302  HISTORY     - 20040303 POOR             USPSQD
 MG0302
 MG0302                          STATION DESCRIPTION
 MG0302
 MG0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0302'THE STATION IS LOCATED AT THE NORTH EDGE OF U.S. HIGHWAY
 MG0302'6 RIGHT-OF-WAY, ABOUT 0.65 MILE WEST OF THE CENTER OF ATKINSON.
 MG0302'
 MG0302'TO REACH THE STATION FROM THE CHEVEROLET GARAGE IN ATKINSON,
 MG0302'GO WEST ON U.S. HIGHWAY 6 FOR 0.05 MILE TO A CROSSROAD,
 MG0302'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 6 FOR 0.6 MILE TO
 MG0302'THE STATION ON THE RIGHT.
 MG0302'
 MG0302'STATION MARK, A STANDARD DISK STAMPED KINSON 1958, IS SET
 MG0302'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MG0302'THE MARK IS 57.6 FEET EAST OF TELEPHONE POLE NUMBER 5957,
 MG0302'47 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 3 FEET
 MG0302'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE AND 2 FEET SOUTH OF A
 MG0302'WITNESS POST.
 MG0302'
 MG0302'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED KINSON NO.
 MG0302'1 1958, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS
 MG0302'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 48 FEET
 MG0302'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 40.5 FEET WEST OF
 MG0302'TELEPHONE POLE NUMBER 6 AND 3 FEET SOUTH OF THE RIGHT-OF-WAY
 MG0302'FENCE.
 MG0302'
 MG0302'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED KINSON NO.
 MG0302'2 1958, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS
 MG0302'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK 48 FEET NORTH
 MG0302'OF THE CENTERLINE OF U.S. HIGHWAY 6, 18 FEET EAST OF TELEPHONE
 MG0302'POLE NUMBER 5957 AND 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 MG0302'FENCE.
 MG0302'
 MG0302'NOTE--TRIANGULATION STATION LANE MAY BE USED AS AN AZIMUTH.
 MG0302
 MG0302                          STATION RECOVERY (1959)
 MG0302
 MG0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MG0302'0.5 MI W FROM ATKINSON.
 MG0302'ABOUT 0.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC GRADE
 MG0302'SCHOOL BUILDING AT ATKINSON, 48 FEET NORTH OF THE CENTER LINE OF
 MG0302'THE HIGHWAY, 196 FEET EAST OF A T-FENCE CORNER, 2.8 FEET SOUTH
 MG0302'OF FENCE LINE, 57.8 FEET EAST OF POWER POLE 5957, 2.1 FEET SOUTH
 MG0302'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MG0302'HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MG0302
 MG0302                          STATION RECOVERY (1962)
 MG0302
 MG0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 MG0302'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MG0302'CONDITION.  THE DESCRIPTION IS ADEQUATE AND CORRECT.
 MG0302
 MG0302                          STATION RECOVERY (1996)
 MG0302
 MG0302'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0302'MARK NOT FOUND.
 MG0302
 MG0302                          STATION RECOVERY (2001)
 MG0302
 MG0302'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0302'DISK MISSING, PIN INTACT
 MG0302
 MG0302                          STATION RECOVERY (2004)
 MG0302
 MG0302'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0302'DISK MISSING, PIN INTACT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0303 ***********************************************************************
 MG0303  DESIGNATION -  KINSON RM 1
 MG0303  PID         -  MG0303
 MG0303  STATE/COUNTY-  IL/HENRY
 MG0303  USGS QUAD   -  ATKINSON (1991)
 MG0303
 MG0303                         *CURRENT SURVEY CONTROL
 MG0303  ___________________________________________________________________
 MG0303* NAD 83(1986)-  41 25 02.     (N)    090 01 39.     (W)     SCALED    
 MG0303* NAVD 88     -       202.682  (meters)     664.97   (feet)  ADJUSTED  
 MG0303  ___________________________________________________________________
 MG0303  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0303  DYNAMIC HT  -         202.602 (meters)     664.70  (feet)  COMP
 MG0303  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 MG0303
 MG0303  VERT ORDER  -  SECOND    CLASS 0
 MG0303
 MG0303.The horizontal coordinates were scaled from a topographic map and have
 MG0303.an estimated accuracy of +/- 6 seconds.
 MG0303
 MG0303.The orthometric height was determined by differential leveling
 MG0303.and adjusted by the National Geodetic Survey in June 1991..
 MG0303
 MG0303.The geoid height was determined by GEOID03.
 MG0303
 MG0303.The dynamic height is computed by dividing the NAVD 88
 MG0303.geopotential number by the normal gravity value computed on the
 MG0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0303.degrees latitude (g = 980.6199 gals.).
 MG0303
 MG0303.The modeled gravity was interpolated from observed gravity values.
 MG0303
 MG0303;                    North         East    Units  Estimated Accuracy
 MG0303;SPC IL W     -   527,370.      711,630.      MT  (+/- 180 meters Scaled)
 MG0303
 MG0303                          SUPERSEDED SURVEY CONTROL
 MG0303
 MG0303  NGVD 29 (??/??/92)  202.755  (m)          665.21   (f) ADJ UNCH    2 0
 MG0303
 MG0303.Superseded values are not recommended for survey control.
 MG0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0303.See file dsdata.txt to determine how the superseded data were derived.
 MG0303
 MG0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF484893(NAD 83)
 MG0303_MARKER: DR = REFERENCE MARK DISK
 MG0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0303_STAMPING: KINSON NO 1 1958
 MG0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0303+STABILITY: SURFACE MOTION
 MG0303
 MG0303  HISTORY     - Date     Condition        Report By
 MG0303  HISTORY     - 1958     MONUMENTED       CGS
 MG0303  HISTORY     - 1959     GOOD             NGS
 MG0303  HISTORY     - 19960808 GOOD             USPSQD
 MG0303  HISTORY     - 20010919 GOOD             USPSQD
 MG0303  HISTORY     - 20040303 GOOD             USPSQD
 MG0303
 MG0303                          STATION DESCRIPTION
 MG0303
 MG0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0303'0.5 MI W FROM ATKINSON.
 MG0303'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC GRADE
 MG0303'SCHOOL BUILDING AT ATKINSON, 47.6 FEET NORTH OF THE CENTER LINE
 MG0303'OF THE HIGHWAY, 229 FEET EAST OF A T-FENCE CORNER, 2.7 FEET SOUTH
 MG0303'OF FENCE LINE, 91.8 FEET EAST OF POWER POLE 5957, 33.9 FEET EAST OF
 MG0303'TRIANGULATION STATION KINSON, 33.8 FEET EAST OF A METAL WITNESS
 MG0303'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE
 MG0303'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 MG0303
 MG0303                          STATION RECOVERY (1996)
 MG0303
 MG0303'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0303'RECOVERED IN GOOD CONDITION.
 MG0303
 MG0303                          STATION RECOVERY (2001)
 MG0303
 MG0303'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0303'RECOVERED IN GOOD CONDITION.
 MG0303
 MG0303                          STATION RECOVERY (2004)
 MG0303
 MG0303'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0301 ***********************************************************************
 MG0301  DESIGNATION -  KINSON RM 2
 MG0301  PID         -  MG0301
 MG0301  STATE/COUNTY-  IL/HENRY
 MG0301  USGS QUAD   -  ATKINSON (1991)
 MG0301
 MG0301                         *CURRENT SURVEY CONTROL
 MG0301  ___________________________________________________________________
 MG0301* NAD 83(1986)-  41 25 02.     (N)    090 01 39.     (W)     SCALED    
 MG0301* NAVD 88     -       202.646  (meters)     664.85   (feet)  ADJUSTED  
 MG0301  ___________________________________________________________________
 MG0301  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MG0301  DYNAMIC HT  -         202.566 (meters)     664.59  (feet)  COMP
 MG0301  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 MG0301
 MG0301  VERT ORDER  -  SECOND    CLASS 0
 MG0301
 MG0301.The horizontal coordinates were scaled from a topographic map and have
 MG0301.an estimated accuracy of +/- 6 seconds.
 MG0301
 MG0301.The orthometric height was determined by differential leveling
 MG0301.and adjusted by the National Geodetic Survey in June 1991..
 MG0301
 MG0301.The geoid height was determined by GEOID03.
 MG0301
 MG0301.The dynamic height is computed by dividing the NAVD 88
 MG0301.geopotential number by the normal gravity value computed on the
 MG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0301.degrees latitude (g = 980.6199 gals.).
 MG0301
 MG0301.The modeled gravity was interpolated from observed gravity values.
 MG0301
 MG0301;                    North         East    Units  Estimated Accuracy
 MG0301;SPC IL W     -   527,370.      711,630.      MT  (+/- 180 meters Scaled)
 MG0301
 MG0301                          SUPERSEDED SURVEY CONTROL
 MG0301
 MG0301  NGVD 29 (??/??/92)  202.720  (m)          665.09   (f) ADJ UNCH    2 0
 MG0301
 MG0301.Superseded values are not recommended for survey control.
 MG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0301.See file dsdata.txt to determine how the superseded data were derived.
 MG0301
 MG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF484893(NAD 83)
 MG0301_MARKER: DR = REFERENCE MARK DISK
 MG0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0301_STAMPING: KINSON NO 2 1958
 MG0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0301+STABILITY: SURFACE MOTION
 MG0301
 MG0301  HISTORY     - Date     Condition        Report By
 MG0301  HISTORY     - 1958     MONUMENTED       CGS
 MG0301  HISTORY     - 1959     GOOD             NGS
 MG0301  HISTORY     - 19960808 GOOD             USPSQD
 MG0301  HISTORY     - 20010919 GOOD             USPSQD
 MG0301  HISTORY     - 20040303 GOOD             USPSQD
 MG0301
 MG0301                          STATION DESCRIPTION
 MG0301
 MG0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0301'0.5 MI W FROM ATKINSON.
 MG0301'ABOUT 0.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC GRADE
 MG0301'SCHOOL BUILDING AT ATKINSON, ABOUT 0.1 MILE EAST OF A FARM HOUSE
 MG0301'NORTH OF THE HIGHWAY, 48.6 FEET NORTH OF THE CENTER LINE OF THE
 MG0301'HIGHWAY, 157 FEET EAST OF A T-FENCE CORNER, 2.2 FEET SOUTH OF
 MG0301'FENCE LINE, 18.3 FEET EAST OF POWER POLE 5957, 39.7 FEET WEST OF
 MG0301'TRIANGULATION STATION KINSON, 40.0 FEET WEST OF A METAL WITNESS
 MG0301'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE
 MG0301'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 MG0301
 MG0301                          STATION RECOVERY (1996)
 MG0301
 MG0301'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0301'RECOVERED IN GOOD CONDITION.
 MG0301
 MG0301                          STATION RECOVERY (2001)
 MG0301
 MG0301'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0301'RECOVERED IN GOOD CONDITION.
 MG0301
 MG0301                          STATION RECOVERY (2004)
 MG0301
 MG0301'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0758 ***********************************************************************
 LD0758  DESIGNATION -  KIRK RESET
 LD0758  PID         -  LD0758
 LD0758  STATE/COUNTY-  IL/WARREN
 LD0758  USGS QUAD   -  MONMOUTH (1982)
 LD0758
 LD0758                         *CURRENT SURVEY CONTROL
 LD0758  ___________________________________________________________________
 LD0758* NAD 83(1997)-  40 53 03.60044(N)    090 42 37.80030(W)     ADJUSTED  
 LD0758* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 LD0758  ___________________________________________________________________
 LD0758  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LD0758  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0758
 LD0758  HORZ ORDER  -  FIRST
 LD0758
 LD0758.The horizontal coordinates were established by classical geodetic methods
 LD0758.and adjusted by the National Geodetic Survey in October 1999..
 LD0758
 LD0758.The orthometric height was scaled from a topographic map.
 LD0758
 LD0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0758
 LD0758.The geoid height was determined by GEOID03.
 LD0758
 LD0758;                    North         East     Units Scale Factor Converg.
 LD0758;SPC IL W     -   468,323.563   654,167.176   MT  0.99996702   -0 21 21.5
 LD0758;SPC IL W     - 1,536,491.56  2,146,213.48   sFT  0.99996702   -0 21 21.5
 LD0758;UTM  15      - 4,528,440.379   692,894.117   MT  1.00005798   +1 29 56.5
 LD0758
 LD0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0758!SPC IL W     -   0.99996785  x   0.99996702  =   0.99993488
 LD0758!UTM  15      -   0.99996785  x   1.00005798  =   1.00002583
 LD0758
 LD0758:                Primary Azimuth Mark                     Grid Az
 LD0758:SPC IL W     -  MONMOUTH WARREN CO CTHSE CUP             059 13 14.3
 LD0758:UTM  15      -  MONMOUTH WARREN CO CTHSE CUP             057 21 56.3
 LD0758
 LD0758|---------------------------------------------------------------------|
 LD0758| PID    Reference Object                     Distance      Geod. Az  |
 LD0758|                                                           dddmmss.s |
 LD0758| LD0759 MONMOUTH WARREN CO CTHSE CUP        APPROX. 6.0 KM 0585152.8 |
 LD0758| LD0762 MONMOUTH CATHOLIC CHURCH SPIRE      APPROX. 5.8 KM 0590845.9 |
 LD0758| CL9670 KIRK AZ MK 2                                       0621856.4 |
 LD0758| LD0760 MONMOUTH MUNICIPAL TANK             APPROX. 5.7 KM 0641641.4 |
 LD0758| LD0756 ORMONDE STANOLIND PLINE CO TK       APPROX. 8.7 KM 1131216.8 |
 LD0758| CL9669 KIRK AZ MK                                         1822440.8 |
 LD0758| CL9671 KIRK RM 1                            31.836 METERS 19055     |
 LD0758| LD0769 KANSAS CITY CHICAGO AWY BCN 22      APPROX.22.5 KM 2551701.3 |
 LD0758| CL9672 KIRK RM 2                            22.205 METERS 28442     |
 LD0758| CL9673 KIRK RM 3                             5.782 METERS 29308     |
 LD0758|---------------------------------------------------------------------|
 LD0758
 LD0758                          SUPERSEDED SURVEY CONTROL
 LD0758
 LD0758  NAD 83(1997)-  40 53 03.60072(N)    090 42 37.80020(W) AD(       ) 1
 LD0758  NAD 83(1986)-  40 53 03.60524(N)    090 42 37.80026(W) AD(       ) 1
 LD0758  NAD 27      -  40 53 03.46500(N)    090 42 37.30600(W) AD(       ) 1
 LD0758
 LD0758.Superseded values are not recommended for survey control.
 LD0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0758.See file dsdata.txt to determine how the superseded data were derived.
 LD0758
 LD0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF9289428440(NAD 83)
 LD0758_MARKER: DS = TRIANGULATION STATION DISK
 LD0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0758_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LD0758
 LD0758  HISTORY     - Date     Condition        Report By
 LD0758  HISTORY     - 1969     MONUMENTED       CGS
 LD0758  HISTORY     - 1973     GOOD             USGS
 LD0758  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0758
 LD0758                          STATION DESCRIPTION
 LD0758
 LD0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LD0758'THE UNDERGROUND STATION MARK WAS THE ONLY MARK FOUND IN GOOD
 LD0758'CONDITION, REFERENCE MARK 2 FOUND DESTROYED AND THE DISK
 LD0758'GONE, REFERENCE MARK 1 HAS BEEN HIT AND LEANS SLIGHTLY TO THE
 LD0758'SOUTH BUT SOLID AND WAS LEFT INTACT AND USED, THE SURFACE STATION
 LD0758'MARK FOUND BROKEN AND THE DISK GONE AND THE AZIMUTH MARK ALSO
 LD0758'FOUND DESTROYED AND THE DISK GONE.  A NEW SURFACE STATION MARK,
 LD0758'REFERENCE MARK 3 AND AZIMUTH MARK WERE SET.  A NEW DESCRIPTION
 LD0758'FOLLOWS.
 LD0758'
 LD0758'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF KIRKWOOD, IN
 LD0758'THE NORTHEAST ANGLE OF AN INTERSECTION FORMED BY A SECTION
 LD0758'LINE ROAD AND RAILROAD, 30 FEET SOUTHEAST OF A FENCE CORNER,
 LD0758'52 FEET EAST OF THE CENTERLINE OF THE ROAD, 32 FEET NORTH OF
 LD0758'THE NORTH RAIL OF THE RAILROAD, 14 FEET SOUTH OF A FENCE AND 1
 LD0758'FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 LD0758'AND THE DISK IS STAMPED KIRK 1939 1969.
 LD0758'
 LD0758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34
 LD0758'AND 67 AT THE SOUTH EDGE OF MONMOUTH, GO SOUTHWEST ON HIGHWAY
 LD0758'34 FOR 3.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 LD0758'THE GRAVELED ROAD FOR 0.4 MILE TO A RAILROAD CROSSING AND THE
 LD0758'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 LD0758'STATION, GO NORTHEAST ALONG THE NORTH SIDE OF THE RAILROAD
 LD0758'TRACKS FOR 0.3 MILE TO THE MARK ON THE LEFT.
 LD0758'
 LD0758'REFERENCE MARK 1 IS 31 FEET SOUTH OF THE SOUTH RAIL OF THE
 LD0758'RAILROAD 26 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET
 LD0758'NORTH OF A FENCE CORNER AND 41 FEET WEST OF A TELEPHONE POLE.
 LD0758'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED KIRK
 LD0758'NO 1 1939.
 LD0758'
 LD0758'REFERENCE MARK 3 IS 32 FEET EAST OF THE CENTERLINE OF THE
 LD0758'ROAD, 47 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, 13
 LD0758'FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE AND 2
 LD0758'FEET EAST OF A CONCRETE FENCE POST.  THE MONUMENT PROJECTS
 LD0758'3 INCHES AND THE DISK IS STAMPED KIRK 1939 NO 3 1969.
 LD0758'
 LD0758'THE AZIMUTH MARK IS 12 FEET EAST OF THE CENTERLINE OF FIELD
 LD0758'ENTRANCE, 46 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 LD0758'1 FOOT WEST OF A METAL WITNESS POST, 1 FOOT SOUTH OF A FENCE
 LD0758'AND 2 FEET EAST OF A CONCRETE GATE POST.  THE MONUMENT PROJECTS
 LD0758'4 INCHES AND THE DISK IS STAMPED KIRK 1939 1969.
 LD0758'
 LD0758'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LD0758'
 LD0758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 LD0758'SOUTHWEST OF MONMOUTH
 LD0758
 LD0758                          STATION RECOVERY (1973)
 LD0758
 LD0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 LD0758'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 LD0758'
 LD0758'DIRECTION AND DISTANCES CHECKED OK
 LD0758'
 LD0758'DESCRIPTION IS ADEQUATE
 LD0758
 LD0758                          STATION RECOVERY (2001)
 LD0758
 LD0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0758'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1181 ***********************************************************************
 NH1181  DESIGNATION -  KIRKLAND
 NH1181  PID         -  NH1181
 NH1181  STATE/COUNTY-  IL/DE KALB
 NH1181  USGS QUAD   -  BELVIDERE SOUTH (1993)
 NH1181
 NH1181                         *CURRENT SURVEY CONTROL
 NH1181  ___________________________________________________________________
 NH1181* NAD 83(1997)-  42 08 02.91714(N)    088 49 38.18853(W)     ADJUSTED  
 NH1181* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 NH1181  ___________________________________________________________________
 NH1181  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 NH1181  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH1181
 NH1181  HORZ ORDER  -  SECOND
 NH1181
 NH1181.The horizontal coordinates were established by classical geodetic methods
 NH1181.and adjusted by the National Geodetic Survey in October 1999..
 NH1181
 NH1181.The orthometric height was scaled from a topographic map.
 NH1181
 NH1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1181
 NH1181.The geoid height was determined by GEOID03.
 NH1181
 NH1181;                    North         East     Units Scale Factor Converg.
 NH1181;SPC IL E     -   607,120.277   259,163.622   MT  0.99999551   -0 19 52.9
 NH1181;SPC IL E     - 1,991,860.44    850,272.65   sFT  0.99999551   -0 19 52.9
 NH1181;SPC IL W     -   607,850.022   810,730.797   MT  1.00009199   +0 53 55.1
 NH1181;SPC IL W     - 1,994,254.61  2,659,872.62   sFT  1.00009199   +0 53 55.1
 NH1181;UTM  16      - 4,666,286.010   348,985.109   MT  0.99988062   -1 13 33.9
 NH1181
 NH1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1181!SPC IL E     -   0.99996319  x   0.99999551  =   0.99995870
 NH1181!SPC IL W     -   0.99996319  x   1.00009199  =   1.00005517
 NH1181!UTM  16      -   0.99996319  x   0.99988062  =   0.99984381
 NH1181
 NH1181|---------------------------------------------------------------------|
 NH1181| PID    Reference Object                     Distance      Geod. Az  |
 NH1181|                                                           dddmmss.s |
 NH1181| CI9907 KIRKLAND RM 1                        24.866 METERS 06823     |
 NH1181| CI9906 KIRKLAND AZ MK                                     1191607.1 |
 NH1181| MF1483 SYCAMORE MUNICIPAL TANK             APPROX.19.9 KM 1423308.9 |
 NH1181| NH1184 KIRKLAND MUNICIPAL TANK             APPROX. 4.8 KM 2012915.0 |
 NH1181| NH1183 KIRKLAND 2                           29.985 METERS 29916     |
 NH1181| CI9908 KIRKLAND RM 2                        27.883 METERS 30824     |
 NH1181|---------------------------------------------------------------------|
 NH1181
 NH1181                          SUPERSEDED SURVEY CONTROL
 NH1181
 NH1181  NAD 83(1997)-  42 08 02.91684(N)    088 49 38.19265(W) AD(       ) 2
 NH1181  NAD 83(1986)-  42 08 02.91610(N)    088 49 38.19528(W) AD(       ) 2
 NH1181  NAD 27      -  42 08 02.82930(N)    088 49 37.84720(W) AD(       ) 2
 NH1181
 NH1181.Superseded values are not recommended for survey control.
 NH1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1181.See file dsdata.txt to determine how the superseded data were derived.
 NH1181
 NH1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4898566286(NAD 83)
 NH1181_MARKER: DS = TRIANGULATION STATION DISK
 NH1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1181
 NH1181  HISTORY     - Date     Condition        Report By
 NH1181  HISTORY     - 1954     MONUMENTED       CGS
 NH1181  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NH1181  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NH1181
 NH1181                          STATION DESCRIPTION
 NH1181
 NH1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1181'STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF KINGSTON AND
 NH1181'3 MILES NORTHEAST OF KIRKLAND ON PROPERTY OWNED BY MR. THEODORE
 NH1181'DE BOWER.  IT IS 23 FEET SOUTH OF THE CENTER OF A GRAVEL
 NH1181'ROAD, 7 FEET EAST OF A FENCE CORNER, 4 FEET EAST OF A WHITE
 NH1181'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH
 NH1181'AND THE DISK IS STAMPED KIRKLAND 1954.
 NH1181'
 NH1181'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE CENTER OF THE
 NH1181'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 NH1181'ABOUT 2 INCHES AND THE DISK IS STAMPED KIRKLAND NO 1 1954.
 NH1181'
 NH1181'REFERENCE MARK NO. 2 IS 34 FEET WEST OF A POWER LINE POLE,
 NH1181'21 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT SOUTH
 NH1181'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED KIRKLAND
 NH1181'NO 2 1954.
 NH1181'
 NH1181'AZIMUTH MARK IS ACROSS THE ROAD FROM A 1-1/2 STORY FRAME HOUSE,
 NH1181'21 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 2 FEET SOUTH OF
 NH1181'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK
 NH1181'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED KIRKLAND
 NH1181'1954.
 NH1181'
 NH1181'TO REACH THE STATION FROM THE CHICAGO, MILWAUKEE AND ST. PAUL
 NH1181'RAILROAD DEPOT IN KIRKLAND, GO SOUTH ON GRAVEL STREET FOR
 NH1181'0.05 MILE TO MAIN EAST-WEST STREET (STATE HIGHWAY 72) TURN,
 NH1181'LEFT AND GO EAST ON HIGHWAY 72 FOR 0.4 MILE TO CROSSROAD,
 NH1181'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 1.65 MILES TO A
 NH1181'SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 1.0
 NH1181'MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR
 NH1181'1.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NH1181'CONTINUE NORTH ON GRAVEL ROAD FOR 0.1 MILE TO A CROSSROAD,
 NH1181'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 0.25 MILE TO THE
 NH1181'STATION ON THE LEFT, SOUTH SIDE OF ROAD AS DESCRIBED.
 NH1181'
 NH1181'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 NH1181
 NH1181                          STATION RECOVERY (1967)
 NH1181
 NH1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1181'THE AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD
 NH1181'CONDITION.  A ROAD HAS BEEN BUILT AND THE POINT FOUND FOR THE
 NH1181'STATION MARK IS NEAR THE CENTERLINE OF THE PAVED ROAD.  REFERENCE
 NH1181'MARK 2 COULD NOT BE FOUND AND SHOULD BE CONSIDERED AS LOST.
 NH1181'BY USING THE DISTANCE FROM REFERENCE MARK 1 AND THE DIRECTION
 NH1181'BETWEEN IT AND THE AZIMUTH MARK A TEMPORARY POINT WAS SET
 NH1181'AND A NEW STATION KIRKLAND 2 1967 WAS SET ON LINE TO THE
 NH1181'AZIMUTH MARK.  NO OTHER AZIMUTH OBJECTS WERE VISIBLE.  THE
 NH1181'STATION MARK SHOULD BE CONSIDERED AS LOST.
 NH1181'
 NH1181'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1181'
 NH1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 NH1181'NORTHEAST OF KIRKLAND
 NH1181
 NH1181                          STATION RECOVERY (1996)
 NH1181
 NH1181'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1183 ***********************************************************************
 NH1183  DESIGNATION -  KIRKLAND 2
 NH1183  PID         -  NH1183
 NH1183  STATE/COUNTY-  IL/DE KALB
 NH1183  USGS QUAD   -  BELVIDERE SOUTH (1993)
 NH1183
 NH1183                         *CURRENT SURVEY CONTROL
 NH1183  ___________________________________________________________________
 NH1183* NAD 83(1997)-  42 08 03.39228(N)    088 49 39.32750(W)     ADJUSTED  
 NH1183* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 NH1183  ___________________________________________________________________
 NH1183  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 NH1183  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NH1183
 NH1183  HORZ ORDER  -  THIRD
 NH1183
 NH1183.The horizontal coordinates were established by classical geodetic methods
 NH1183.and adjusted by the National Geodetic Survey in October 1999..
 NH1183.No horizontal observational check was made to the station.
 NH1183
 NH1183.The orthometric height was scaled from a topographic map.
 NH1183
 NH1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1183
 NH1183.The geoid height was determined by GEOID03.
 NH1183
 NH1183;                    North         East     Units Scale Factor Converg.
 NH1183;SPC IL E     -   607,135.088   259,137.550   MT  0.99999554   -0 19 53.7
 NH1183;SPC IL E     - 1,991,909.03    850,187.11   sFT  0.99999554   -0 19 53.7
 NH1183;SPC IL W     -   607,864.271   810,704.410   MT  1.00009192   +0 53 54.4
 NH1183;SPC IL W     - 1,994,301.36  2,659,786.05   sFT  1.00009192   +0 53 54.4
 NH1183;UTM  16      - 4,666,301.225   348,959.274   MT  0.99988071   -1 13 34.7
 NH1183
 NH1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1183!SPC IL E     -   0.99996319  x   0.99999554  =   0.99995873
 NH1183!SPC IL W     -   0.99996319  x   1.00009192  =   1.00005510
 NH1183!UTM  16      -   0.99996319  x   0.99988071  =   0.99984390
 NH1183
 NH1183|---------------------------------------------------------------------|
 NH1183| PID    Reference Object                     Distance      Geod. Az  |
 NH1183|                                                           dddmmss.s |
 NH1183| CI9907 KIRKLAND RM 1                        49.606 METERS 09623     |
 NH1183| NH1181 KIRKLAND                             29.985 METERS 11916     |
 NH1183| CI9906 KIRKLAND AZ MK                                     1191607.9 |
 NH1183| CI9909 KIRKLAND 2 RM 3                      31.714 METERS 14736     |
 NH1183|---------------------------------------------------------------------|
 NH1183
 NH1183                          SUPERSEDED SURVEY CONTROL
 NH1183
 NH1183  NAD 83(1997)-  42 08 03.39198(N)    088 49 39.33161(W) AD(       ) 3
 NH1183  NAD 83(1986)-  42 08 03.39123(N)    088 49 39.33423(W) AD(       ) 3
 NH1183  NAD 27      -  42 08 03.30440(N)    088 49 38.98600(W) AD(       ) 3
 NH1183
 NH1183.Superseded values are not recommended for survey control.
 NH1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1183.See file dsdata.txt to determine how the superseded data were derived.
 NH1183
 NH1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4895966301(NAD 83)
 NH1183_MARKER: DS = TRIANGULATION STATION DISK
 NH1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1183_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NH1183
 NH1183  HISTORY     - Date     Condition        Report By
 NH1183  HISTORY     - 1967     MONUMENTED       CGS
 NH1183  HISTORY     - 1970     GOOD             ILHD
 NH1183  HISTORY     - 19961026 GOOD             USPSQD
 NH1183
 NH1183                          STATION DESCRIPTION
 NH1183
 NH1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1183'ABOUT 4 MILES NORTHWEST OF KINGSTON, 3 MILES NORTHEAST OF
 NH1183'KIRKLAND AND ON ROAD RIGHT-OF-WAY.  IT IS 79 FEET WEST OF
 NH1183'A CONCRETE RIGHT-OF-WAY MARKER, 70 FEET WEST OF THE CENTERLINE
 NH1183'OF A FIELD ROAD, 46 FEET WEST OF A POWER POLE, 37 FEET NORTH
 NH1183'OF THE CENTERLINE OF CHERRY VALLEY ROAD, 2 FEET SOUTH OF A FENCE
 NH1183'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 NH1183'3 INCHES AND THE DISK IS STAMPED KIRKLAND 2 1967.
 NH1183'
 NH1183'TO REACH THE STATION FROM THE INTERSECTION OF N 5TH STREET AND
 NH1183'MAIN STREET (STATE HIGHWAY 72) IN KIRKLAND, GO EAST ON HIGHWAY
 NH1183'72 FOR 0.4 MILE TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 NH1183'ON PEARL ST. ROAD FOR 1.65 MILES TO A SIDE ROAD RIGHT.  TURN
 NH1183'RIGHT ON THE GRAVELED ROAD (WOLF ROAD) AND GO EAST FOR 1.0
 NH1183'MILE TO A GRAVELED CROSSROAD.  TURN LEFT ON MYELLE ROAD AND
 NH1183'GO NORTH FOR 1.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 NH1183'CONTINUE NORTH ON THE ROAD FOR 0.1 MILE TO A PAVED CROSSROAD.
 NH1183'TURN LEFT ON CHERRY VALLEY ROAD AND GO WEST FOR 0.35 MILE TO
 NH1183'THE STATION ON THE RIGHT.
 NH1183'
 NH1183'REFERENCE MARK 1 IS 82 FEET EAST OF A CONCRETE RIGHT-OF-WAY
 NH1183'MARKER, 68 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE
 NH1183'ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD, 37 FEET
 NH1183'WEST OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 NH1183'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KIRKLAND NO 1 1954.
 NH1183'
 NH1183'REFERENCE MARK 3 IS 40 FEET SOUTH OF THE CENTERLINE OF THE
 NH1183'ROAD, 22 FEET WEST OF A RIGHT-OF-WAY MARKER, 12 FEET WEST
 NH1183'OF THE CENTERLINE OF A FIELD ENTRANCE ROAD AND 1 FOOT NORTH
 NH1183'OF A FENCE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS
 NH1183'STAMPED KIRKLAND 2 NO 3 1967.
 NH1183'
 NH1183'THE AZIMUTH MARK IS 105 FEET NORTH OF A POWER POLE WITH A
 NH1183'TRANSFORMER, 70 FEET SOUTH OF A POWER POLE, 58 FEET SOUTHEAST
 NH1183'OF A 30 INCH OAK TREE, 35 FEET SOUTHEAST OF THE INTERSECTION
 NH1183'OF THE GRAVELED ROAD AND A DRIVEWAY WEST, 20 FEET EAST OF THE
 NH1183'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST
 NH1183'AND DIRECTLY ACROSS THE ROAD FROM A FRAME HOUSE.  THE MONUMENT
 NH1183'IS FLUSH AND THE DISK IS STAMPED KIRKLAND 1954.
 NH1183'
 NH1183'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1183
 NH1183                          STATION RECOVERY (1970)
 NH1183
 NH1183'RECOVERY NOTE BY IL HIGHWAY DEPT 1970 (DRR)
 NH1183'KIRKLAND 2, 1967-GOOD
 NH1183'
 NH1183'KIRKLAND NO 1, 1954-GOOD
 NH1183'
 NH1183'KIRKLAND 2 NO 3, 1967-GOOD
 NH1183'
 NH1183'STATION AND R.M.S RECOVERED AS DESCRIBED DESCRIPTION IS ADEQUATE.
 NH1183
 NH1183                          STATION RECOVERY (1996)
 NH1183
 NH1183'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1184 ***********************************************************************
 NH1184  DESIGNATION -  KIRKLAND MUNICIPAL TANK
 NH1184  PID         -  NH1184
 NH1184  STATE/COUNTY-  IL/DE KALB
 NH1184  USGS QUAD   -  KIRKLAND (1968)
 NH1184
 NH1184                         *CURRENT SURVEY CONTROL
 NH1184  ___________________________________________________________________
 NH1184* NAD 83(1997)-  42 05 38.71882(N)    088 50 54.40013(W)     ADJUSTED  
 NH1184* NAVD 88     -                                                        
 NH1184  ___________________________________________________________________
 NH1184  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 NH1184  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH1184
 NH1184  HORZ ORDER  -  THIRD
 NH1184
 NH1184.The horizontal coordinates were established by classical geodetic methods
 NH1184.and adjusted by the National Geodetic Survey in October 1999..
 NH1184
 NH1184
 NH1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1184
 NH1184.The geoid height was determined by GEOID03.
 NH1184
 NH1184;                    North         East     Units Scale Factor Converg.
 NH1184;SPC IL E     -   602,681.570   257,386.582   MT  0.99999734   -0 20 43.1
 NH1184;SPC IL E     - 1,977,297.78    844,442.48   sFT  0.99999734   -0 20 43.1
 NH1184;SPC IL W     -   603,373.788   809,049.254   MT  1.00008745   +0 53 01.5
 NH1184;SPC IL W     - 1,979,568.84  2,654,355.76   sFT  1.00008745   +0 53 01.5
 NH1184;UTM  16      - 4,661,876.078   347,139.208   MT  0.99988752   -1 14 21.6
 NH1184
 NH1184                          SUPERSEDED SURVEY CONTROL
 NH1184
 NH1184  NAD 83(1997)-  42 05 38.71894(N)    088 50 54.40426(W) AD(       ) 4
 NH1184  NAD 83(1986)-  42 05 38.71768(N)    088 50 54.40726(W) AD(       ) 4
 NH1184  NAD 27      -  42 05 38.62200(N)    088 50 54.06400(W) AD(       ) 3
 NH1184
 NH1184.Superseded values are not recommended for survey control.
 NH1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1184.See file dsdata.txt to determine how the superseded data were derived.
 NH1184
 NH1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4713961876(NAD 83)
 NH1184_MARKER: 53 = ELEVATED TANK
 NH1184
 NH1184  HISTORY     - Date     Condition        Report By
 NH1184  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1184  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NH1184
 NH1184                          STATION DESCRIPTION
 NH1184
 NH1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1184'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 NH1184'WATER TANK, LOCATED ABOUT 0.2 MILE NORTHEAST OF THE CENTER OF
 NH1184'KIRKLAND.  IT IS A MEDIUM SIZED METAL TANK, WITH VERTICAL
 NH1184'SIDES ABOUT 15 FEET HIGH, WITH A FLAT CONICAL ROOF AND AN
 NH1184'OVAL BOTTOM.  THE TANK IS ATOP A 4 LEGGED STEEL STRUCTURE
 NH1184'ABOUT 110 FEET HIGH.  THE TANK AND LEGS ARE PAINTED SILVER
 NH1184'AND THE OVERALL HEIGHT IS ABOUT 125 FEET.
 NH1184
 NH1184                          STATION RECOVERY (1996)
 NH1184
 NH1184'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1304 ***********************************************************************
 KB1304  DESIGNATION -  KIRKSVILLE MOULTRIE CO MUN TK
 KB1304  PID         -  KB1304
 KB1304  STATE/COUNTY-  IL/MOULTRIE
 KB1304  USGS QUAD   -  KIRKSVILLE (1983)
 KB1304
 KB1304                         *CURRENT SURVEY CONTROL
 KB1304  ___________________________________________________________________
 KB1304* NAD 83(1997)-  39 34 18.12725(N)    088 39 38.76147(W)     ADJUSTED  
 KB1304* NAVD 88     -                                                        
 KB1304  ___________________________________________________________________
 KB1304  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 KB1304  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KB1304
 KB1304  HORZ ORDER  -  THIRD
 KB1304
 KB1304.The horizontal coordinates were established by classical geodetic methods
 KB1304.and adjusted by the National Geodetic Survey in October 1999..
 KB1304
 KB1304
 KB1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1304
 KB1304.The geoid height was determined by GEOID03.
 KB1304
 KB1304;                    North         East     Units Scale Factor Converg.
 KB1304;SPC IL E     -   322,498.565   271,865.938   MT  0.99998474   -0 12 30.9
 KB1304;SPC IL E     - 1,058,064.04    891,946.83   sFT  0.99998474   -0 12 30.9
 KB1304;UTM  16      - 4,381,539.311   357,351.905   MT  0.99985053   -1 03 29.4
 KB1304
 KB1304                          SUPERSEDED SURVEY CONTROL
 KB1304
 KB1304  NAD 83(1986)-  39 34 18.13938(N)    088 39 38.75132(W) AD(       ) 4
 KB1304  NAD 27      -  39 34 18.00998(N)    088 39 38.50872(W) AD(       ) 3
 KB1304
 KB1304.Superseded values are not recommended for survey control.
 KB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1304.See file dsdata.txt to determine how the superseded data were derived.
 KB1304
 KB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ5735281539(NAD 83)
 KB1304_MARKER: 53 = ELEVATED TANK
 KB1304
 KB1304  HISTORY     - Date     Condition        Report By
 KB1304  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1304
 KB1304                          STATION DESCRIPTION
 KB1304
 KB1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1304'THE STATION, KIRKSVILLE MOULTRIE COUNTY MUNICIPAL WATER TANK, IS
 KB1304'THE TOP CENTER OF A 4-LEGGED, 140 FEET ELEVATED WATER TANK, BLUE
 KB1304'GREEN IN COLOR WITH BLACK LETTERING (MOULTRIE COUNTY RURAL
 KB1304'WATER) AND IS OWNED BY MOULTRIE COUNTY.
 KB1304'
 KB1304'THE STATION IS LOCATED ABOUT 0.8 KM EAST OF KIRKSVILLE, IN THE
 KB1304'SW1/4,S16,T13N,R5E.
 KB1304'
 KB1304'TO REACH THE STATION FROM THE RAILROAD CROSSING IN KIRKSVILLE, GO
 KB1304'EAST ON A PAVED ROAD FOR 0.8 KM (0.5 MI) TO THE STATION
 KB1304'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2965 ***********************************************************************
 AJ2965  DESIGNATION -  KISH VALLEY
 AJ2965  PID         -  AJ2965
 AJ2965  STATE/COUNTY-  IL/MCHENRY
 AJ2965  USGS QUAD   -  MARENGO NORTH (1975)
 AJ2965
 AJ2965                         *CURRENT SURVEY CONTROL
 AJ2965  ___________________________________________________________________
 AJ2965* NAD 83(1997)-  42 18 46.35264(N)    088 37 11.12418(W)     ADJUSTED  
 AJ2965* NAVD 88     -       281.9    (meters)     925.     (feet)  GPS OBS   
 AJ2965  ___________________________________________________________________
 AJ2965  X           -     113,785.732 (meters)                     COMP
 AJ2965  Y           -  -4,722,487.076 (meters)                     COMP
 AJ2965  Z           -   4,271,533.806 (meters)                     COMP
 AJ2965  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AJ2965  ELLIP HEIGHT-         248.10  (meters)          (02/03/05) GPS OBS
 AJ2965  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AJ2965
 AJ2965  HORZ ORDER  -  FIRST
 AJ2965  ELLP ORDER  -  FOURTH    CLASS II
 AJ2965
 AJ2965.The horizontal coordinates were established by GPS observations
 AJ2965.and adjusted by the National Geodetic Survey in April 2001..
 AJ2965
 AJ2965.The orthometric height was determined by GPS observations and a
 AJ2965.high-resolution geoid model.
 AJ2965
 AJ2965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2965
 AJ2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2965
 AJ2965.The ellipsoidal height was determined by GPS observations
 AJ2965.and is referenced to NAD 83.
 AJ2965
 AJ2965.The geoid height was determined by GEOID03.
 AJ2965
 AJ2965;                    North         East     Units Scale Factor Converg.
 AJ2965;SPC IL E     -   626,894.558   276,386.787   MT  0.99998186   -0 11 34.1
 AJ2965;SPC IL E     - 2,056,736.56    906,778.98   sFT  0.99998186   -0 11 34.1
 AJ2965;UTM  16      - 4,685,785.771   366,513.032   MT  0.99981924   -1 05 26.0
 AJ2965
 AJ2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2965!SPC IL E     -   0.99996109  x   0.99998186  =   0.99994295
 AJ2965!UTM  16      -   0.99996109  x   0.99981924  =   0.99978034
 AJ2965
 AJ2965                          SUPERSEDED SURVEY CONTROL
 AJ2965
 AJ2965  ELLIP H (04/24/01)  248.15   (m)                       GP(       ) 4 1
 AJ2965
 AJ2965.Superseded values are not recommended for survey control.
 AJ2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2965.See file dsdata.txt to determine how the superseded data were derived.
 AJ2965
 AJ2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM6651385786(NAD 83)
 AJ2965_MARKER: I = METAL ROD
 AJ2965_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2965_STAMPING: KISH VALLEY
 AJ2965_MARK LOGO: IL-111
 AJ2965_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2965_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2965+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ2965_ROD/PIPE-DEPTH:  3.7 meters
 AJ2965_SLEEVE-DEPTH  :  0.9 meters
 AJ2965
 AJ2965  HISTORY     - Date     Condition        Report By
 AJ2965  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2965
 AJ2965                          STATION DESCRIPTION
 AJ2965
 AJ2965'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2965'STATION IS LOCATED APPROXIMATELY 4.3 MI NORTH OF MARENGO, 9.2 MI
 AJ2965'WEST OF WOODSTOCK IN SECTION 11, T44N, R5E.  TO REACH FROM THE
 AJ2965'JUNCTION OF IL RT 23 AND KISHWAUKEE VALLEY RD PROCEED WEST ON
 AJ2965'KISHWAUKEE VALLEY RD 0.55 MI TO THE TO THE STATION LOCATED 34.9 FT
 AJ2965'SOUTH OF CENTERLINE OF KISHWAUKEE VALLEY RD.  STATION IS LOCATED
 AJ2965'420 FT WEST OF OLBRICH RD, 237 FT WEST OF CENTERLINE OF AGGREGATE
 AJ2965'DRIVEWAY ADDRESS 21606, 280 FT EAST OF CENTERLINE OF  AGGREGATE
 AJ2965'DRIVEWAY ADDRESS 21703, 130 FT WEST OF POWERPOLE (PP), 59.9 FT EAST
 AJ2965'OF PP, AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE -
 AJ2965'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.4
 AJ2965'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2965' 
 AJ2965' 
 AJ2965' 
 AJ2965'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0357 ***********************************************************************
 KB0357  DESIGNATION -  KITE
 KB0357  PID         -  KB0357
 KB0357  STATE/COUNTY-  IL/CLARK
 KB0357  USGS QUAD   -  UNION CENTER (1984)
 KB0357
 KB0357                         *CURRENT SURVEY CONTROL
 KB0357  ___________________________________________________________________
 KB0357* NAD 83(1997)-  39 17 54.42001(N)    088 00 37.61939(W)     ADJUSTED  
 KB0357* NAVD 88     -       199.021  (meters)     652.95   (feet)  ADJUSTED  
 KB0357  ___________________________________________________________________
 KB0357  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KB0357  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0357  DYNAMIC HT  -         198.905 (meters)     652.57  (feet)  COMP
 KB0357  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 KB0357
 KB0357  HORZ ORDER  -  SECOND
 KB0357  VERT ORDER  -  SECOND    CLASS 0
 KB0357
 KB0357.The horizontal coordinates were established by classical geodetic methods
 KB0357.and adjusted by the National Geodetic Survey in October 1999..
 KB0357
 KB0357.The orthometric height was determined by differential leveling
 KB0357.and adjusted by the National Geodetic Survey in June 1991..
 KB0357
 KB0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0357
 KB0357.The geoid height was determined by GEOID03.
 KB0357
 KB0357.The dynamic height is computed by dividing the NAVD 88
 KB0357.geopotential number by the normal gravity value computed on the
 KB0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0357.degrees latitude (g = 980.6199 gals.).
 KB0357
 KB0357.The modeled gravity was interpolated from observed gravity values.
 KB0357
 KB0357;                    North         East     Units Scale Factor Converg.
 KB0357;SPC IL E     -   292,160.340   327,851.686   MT  0.99998455   +0 12 16.2
 KB0357;SPC IL E     -   958,529.38  1,075,626.74   sFT  0.99998455   +0 12 16.2
 KB0357;UTM  16      - 4,350,383.381   412,871.238   MT  0.99969347   -0 38 24.1
 KB0357
 KB0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0357!SPC IL E     -   0.99997380  x   0.99998455  =   0.99995835
 KB0357!UTM  16      -   0.99997380  x   0.99969347  =   0.99966728
 KB0357
 KB0357|---------------------------------------------------------------------|
 KB0357| PID    Reference Object                     Distance      Geod. Az  |
 KB0357|                                                           dddmmss.s |
 KB0357| KB0358 KITE RM 1                            12.247 METERS 08450     |
 KB0357| KB0356 KITE RM 2                             8.366 METERS 18251     |
 KB0357| CI7662 KITE AZ MK                                         2064420.5 |
 KB0357|---------------------------------------------------------------------|
 KB0357
 KB0357                          SUPERSEDED SURVEY CONTROL
 KB0357
 KB0357  NAD 83(1997)-  39 17 54.42119(N)    088 00 37.61609(W) AD(       ) 2
 KB0357  NAD 83(1986)-  39 17 54.42859(N)    088 00 37.61391(W) AD(       ) 2
 KB0357  NAD 27      -  39 17 54.29400(N)    088 00 37.48820(W) AD(       ) 2
 KB0357  NGVD 29 (??/??/92)  199.086  (m)          653.17   (f) ADJ UNCH    2 0
 KB0357
 KB0357.Superseded values are not recommended for survey control.
 KB0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0357.See file dsdata.txt to determine how the superseded data were derived.
 KB0357
 KB0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1287150383(NAD 83)
 KB0357_MARKER: DS = TRIANGULATION STATION DISK
 KB0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0357_STAMPING: KITE 1959
 KB0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0357+STABILITY: SURFACE MOTION
 KB0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0357+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KB0357
 KB0357  HISTORY     - Date     Condition        Report By
 KB0357  HISTORY     - 1959     MONUMENTED       CGS
 KB0357  HISTORY     - 1959     GOOD             CGS
 KB0357  HISTORY     - 1973     GOOD             NGS
 KB0357  HISTORY     - 1982     GOOD             ILDT
 KB0357  HISTORY     - 20050208 GOOD             ILDT
 KB0357
 KB0357                          STATION DESCRIPTION
 KB0357
 KB0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0357'THE STATION IS LOCATED ABOUT 1-3/4 MILES WEST-SOUTHWEST OF THE CENTER
 KB0357'OF CASEY, 0.4 MILE NORTH OF U.S. HIGHWAY40 AND IN THE BARNYARD OF
 KB0357'MR. ALVA KITES FARM.
 KB0357'
 KB0357'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 49 IN
 KB0357'THE NORTH-EAST EDGE OF CASEY, GO WESTERLY ON U.S. HIGHWAY 40
 KB0357'FOR 1.4 MILES TO CASEY ROAD, TURN RIGHT AND GO W 0.1 MILE TO A
 KB0357'CONCRETE BUILDING, OLD CASEY LAUNDRY, TURN RIGHT AND GO NORTH
 KB0357'ON GRAVEL ROAD FOR 0.3 MILE TO FARM HOME OF MR. ALVA KITE, AND
 KB0357'STATION 100 FEET NORTH OF GATE ENTRANCE TO FARM HOME AS
 KB0357'DESCRIBED.
 KB0357'
 KB0357'STATION MARK, A STANDARD STATION MARK DISK STAMPED KITE 1959, IS SET
 KB0357'IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 KB0357'THE GROUND. THE MARK IS 81.5 FEET NORTHWEST OF NORTHWEST CORNER OF
 KB0357'BARN, 24 FEET EAST OF CENTER OF ROAD, 21 FEET SOUTHWEST OF WATER
 KB0357'WELL, 1.7 FEET EAST-NORTHEAST OF WITNESS POST AND 1.6 FEET EAST OF
 KB0357'FENCE.
 KB0357'
 KB0357'REFERENCE MARK NUMBER 1, A STANDARD REFERENCE MARK DISK STAMPED KITE
 KB0357'NO 1 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KB0357'POST WHICH IS SET FLUSH WITH THE GROUND. THE MARK IS 55.5 FEET
 KB0357'NORTH-NORTHWEST OF NORTHWEST CORNER OF BARN, 43.8 FEET EAST OF
 KB0357'WITNESS POST, 31 FEET EAST-SOUTHEAST OF WATER WELL AND 1 FOOT SOUTH
 KB0357'OF FENCE.
 KB0357'
 KB0357'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED KITE
 KB0357'NO 2 1959, IS SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KB0357'POST WHICH IS SET FLUSH WITH THE GROUND. THE MARK IS 72 FEET
 KB0357'WEST-NORTHWEST OF NORTHWEST CORNER OF BARN, 26.3 FEET SOUTH OF
 KB0357'WITNESS POST, 23 FEET EAST OF CENTER OF ROAD AND 13.5 FEET NORTH OF
 KB0357'FENCE.
 KB0357'
 KB0357'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED KITE 1959, IS SET
 KB0357'IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 KB0357'INCHES. THE MARK IS 44.5 FEET WEST OF TELEPHONE POLE,38.6 FEET NORTH
 KB0357'OF SURFACED ROAD, 4.8 FEET SOUTH OF FENCE AND 4.6 FEET
 KB0357'SOUTH OF WITNESS POST.
 KB0357'
 KB0357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL ROAD
 KB0357'FOR 0.3 MILE TO SURFACED ROAD RIGHT, TURN RIGHT AND GO WESTERLY
 KB0357'FOR 0.2 MILE TO AZIMUTH MARK ON NORTH SIDE OF ROAD AS DESCRIBED.
 KB0357
 KB0357                          STATION RECOVERY (1959)
 KB0357
 KB0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0357'1.8 MI SW FROM CASEY.
 KB0357'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0357'WITH STATE HIGHWAY 49 IN THE NORTH PART OF THE TOWN OF CASEY,
 KB0357'THENCE 0.05 MILE SOUTHWEST ALONG A SERVICE ROAD PARALLELING THE
 KB0357'NORTH SIDE OF THE HIGHWAY, THENCE 0.35 MILE NORTH ALONG A GRAVEL
 KB0357'ROAD, NEAR A JUNCTION OF A DIRT ROAD WEST AND A DRIVE EAST TO A
 KB0357'BARNLOT, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 1/2
 KB0357'FEET EAST OF A FENCE, 5 FEET SOUTH OF A FENCE CORNER, 90 FEET
 KB0357'SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD WEST, 92 FEET
 KB0357'NORTH OF THE DRIVE EAST, 82 FEET WEST-NORTHWEST OF NORTHWEST
 KB0357'CORNER OF A WHITE BARN, 3.6 FEET EAST OF A METAL WITNESS POST,
 KB0357'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 KB0357'CONCRETE POST FLUSH WITH THE GROUND.
 KB0357
 KB0357                          STATION RECOVERY (1973)
 KB0357
 KB0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0357'RECOVERED IN GOOD CONDITION.
 KB0357
 KB0357                          STATION RECOVERY (1982)
 KB0357
 KB0357'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1982 (KB)
 KB0357'KITE 1959 AND THE AZIMUTH MARK WERE RECOVERED.
 KB0357'
 KB0357'THE AZ MK IS 24.5 FEET WEST FROM A POWER POLED, 28 FEET EAST OF
 KB0357'PRIVATE ENTRANCE, 68.4 FEET SOUTHERLY FROM SOUTHEAST CORNER OF METAL
 KB0357'TWO-CAR GARAGE.
 KB0357'
 KB0357'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.75 MI W. CASEY.
 KB0357
 KB0357                          STATION RECOVERY (2005)
 KB0357
 KB0357'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0358 ***********************************************************************
 KB0358  DESIGNATION -  KITE RM 1
 KB0358  PID         -  KB0358
 KB0358  STATE/COUNTY-  IL/CLARK
 KB0358  USGS QUAD   -  UNION CENTER (1984)
 KB0358
 KB0358                         *CURRENT SURVEY CONTROL
 KB0358  ___________________________________________________________________
 KB0358* NAD 83(1986)-  39 17 54.     (N)    088 00 37.     (W)     SCALED    
 KB0358* NAVD 88     -       199.120  (meters)     653.28   (feet)  ADJUSTED  
 KB0358  ___________________________________________________________________
 KB0358  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0358  DYNAMIC HT  -         199.004 (meters)     652.90  (feet)  COMP
 KB0358  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 KB0358
 KB0358  VERT ORDER  -  SECOND    CLASS 0
 KB0358
 KB0358.The horizontal coordinates were scaled from a topographic map and have
 KB0358.an estimated accuracy of +/- 6 seconds.
 KB0358
 KB0358.The orthometric height was determined by differential leveling
 KB0358.and adjusted by the National Geodetic Survey in June 1991..
 KB0358
 KB0358.The geoid height was determined by GEOID03.
 KB0358
 KB0358.The dynamic height is computed by dividing the NAVD 88
 KB0358.geopotential number by the normal gravity value computed on the
 KB0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0358.degrees latitude (g = 980.6199 gals.).
 KB0358
 KB0358.The modeled gravity was interpolated from observed gravity values.
 KB0358
 KB0358;                    North         East    Units  Estimated Accuracy
 KB0358;SPC IL E     -   292,150.      327,870.      MT  (+/- 180 meters Scaled)
 KB0358
 KB0358                          SUPERSEDED SURVEY CONTROL
 KB0358
 KB0358  NGVD 29 (??/??/92)  199.185  (m)          653.49   (f) ADJ UNCH    2 0
 KB0358
 KB0358.Superseded values are not recommended for survey control.
 KB0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0358.See file dsdata.txt to determine how the superseded data were derived.
 KB0358
 KB0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ128503(NAD 83)
 KB0358_MARKER: DR = REFERENCE MARK DISK
 KB0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0358_STAMPING: KITE NO 1 1959
 KB0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0358+STABILITY: SURFACE MOTION
 KB0358
 KB0358  HISTORY     - Date     Condition        Report By
 KB0358  HISTORY     - 1959     MONUMENTED       CGS
 KB0358  HISTORY     - 1973     GOOD             NGS
 KB0358  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0358  HISTORY     - 20050208 MARK NOT FOUND   ILDT
 KB0358
 KB0358                          STATION DESCRIPTION
 KB0358
 KB0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0358'1.8 MI SW FROM CASEY.
 KB0358'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0358'WITH STATE HIGHWAY 49 IN CASEY, THENCE 0.05 MILE SOUTHWEST ALONG
 KB0358'A SERVICE ROAD PARALLELING ALONG THE NORTH SIDE OF THE HIGHWAY,
 KB0358'THENCE 0.35 MILE NORTH ALONG A GRAVEL ROAD, NEAR THE JUNCTION
 KB0358'OF A DIRT ROAD WEST AND A DRIVE EAST TO A BARNLOT, 65 FEET EAST
 KB0358'OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 43
 KB0358'FEET EAST OF A FENCE CORNER, 89 FEET SOUTH OF THE EXTENDED
 KB0358'CENTER LINE OF THE ROAD WEST, 84 FEET NORTH OF THE CENTER LINE
 KB0358'OF THE DRIVE EAST, 55 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER
 KB0358'OF A WHITE BARN, 40.3 FEET EAST OF TRIANGULATION STATION KITE,
 KB0358'44.0 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 KB0358'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KB0358'PROJECTING 1/2 INCH.
 KB0358
 KB0358                          STATION RECOVERY (1973)
 KB0358
 KB0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0358'RECOVERED IN GOOD CONDITION.
 KB0358
 KB0358                          STATION RECOVERY (1982)
 KB0358
 KB0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0358'MARK NOT FOUND.
 KB0358
 KB0358                          STATION RECOVERY (2005)
 KB0358
 KB0358'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0356 ***********************************************************************
 KB0356  DESIGNATION -  KITE RM 2
 KB0356  PID         -  KB0356
 KB0356  STATE/COUNTY-  IL/CLARK
 KB0356  USGS QUAD   -  UNION CENTER (1984)
 KB0356
 KB0356                         *CURRENT SURVEY CONTROL
 KB0356  ___________________________________________________________________
 KB0356* NAD 83(1986)-  39 17 54.     (N)    088 00 37.     (W)     SCALED    
 KB0356* NAVD 88     -       199.063  (meters)     653.09   (feet)  ADJUSTED  
 KB0356  ___________________________________________________________________
 KB0356  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0356  DYNAMIC HT  -         198.947 (meters)     652.71  (feet)  COMP
 KB0356  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 KB0356
 KB0356  VERT ORDER  -  SECOND    CLASS 0
 KB0356
 KB0356.The horizontal coordinates were scaled from a topographic map and have
 KB0356.an estimated accuracy of +/- 6 seconds.
 KB0356
 KB0356.The orthometric height was determined by differential leveling
 KB0356.and adjusted by the National Geodetic Survey in June 1991..
 KB0356
 KB0356.The geoid height was determined by GEOID03.
 KB0356
 KB0356.The dynamic height is computed by dividing the NAVD 88
 KB0356.geopotential number by the normal gravity value computed on the
 KB0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0356.degrees latitude (g = 980.6199 gals.).
 KB0356
 KB0356.The modeled gravity was interpolated from observed gravity values.
 KB0356
 KB0356;                    North         East    Units  Estimated Accuracy
 KB0356;SPC IL E     -   292,150.      327,870.      MT  (+/- 180 meters Scaled)
 KB0356
 KB0356                          SUPERSEDED SURVEY CONTROL
 KB0356
 KB0356  NGVD 29 (??/??/92)  199.128  (m)          653.31   (f) ADJ UNCH    2 0
 KB0356
 KB0356.Superseded values are not recommended for survey control.
 KB0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0356.See file dsdata.txt to determine how the superseded data were derived.
 KB0356
 KB0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ128503(NAD 83)
 KB0356_MARKER: DR = REFERENCE MARK DISK
 KB0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0356_STAMPING: KITE NO 2 1959
 KB0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0356+STABILITY: SURFACE MOTION
 KB0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0356+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KB0356
 KB0356  HISTORY     - Date     Condition        Report By
 KB0356  HISTORY     - 1959     MONUMENTED       CGS
 KB0356  HISTORY     - 1973     GOOD             NGS
 KB0356  HISTORY     - 20050208 GOOD             ILDT
 KB0356
 KB0356                          STATION DESCRIPTION
 KB0356
 KB0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0356'1.8 MI SW FROM CASEY.
 KB0356'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0356'WITH STATE HIGHWAY 49 IN THE NORTH PART OF CASEY, THENCE 0.05
 KB0356'MILE SOUTHWEST ALONG A SERVICE ROAD PARALLELING ALONG THE NORTH
 KB0356'SIDE OF THE HIGHWAY, THENCE 0.35 MILE NORTH ALONG A GRAVEL ROAD,
 KB0356'NEAR THE JUNCTION OF A DIRT ROAD WEST AND A DRIVEWAY EAST TO A
 KB0356'BARNLOT, 22 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET
 KB0356'NORTH OF A FENCE CORNER, 117 FEET SOUTH OF THE EXTENDED CENTER
 KB0356'LINE OF THE ROAD WEST, 65 FEET NORTH OF THE CENTER LINE OF THE
 KB0356'DRIVE EAST, 72 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 KB0356'WHITE BARN, 27.5 FEET SOUTH OF TRIANGULATION STATION KITE, 26.5
 KB0356'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 KB0356'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KB0356'THE GROUND.
 KB0356
 KB0356                          STATION RECOVERY (1973)
 KB0356
 KB0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0356'RECOVERED IN GOOD CONDITION.
 KB0356
 KB0356                          STATION RECOVERY (2005)
 KB0356
 KB0356'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1402 ***********************************************************************
 LC1402  DESIGNATION -  KK 44 RESET 1962
 LC1402  PID         -  LC1402
 LC1402  STATE/COUNTY-  IL/PEORIA
 LC1402  USGS QUAD   -  ELMWOOD (1982)
 LC1402
 LC1402                         *CURRENT SURVEY CONTROL
 LC1402  ___________________________________________________________________
 LC1402* NAD 83(1986)-  40 47 27.     (N)    089 56 13.     (W)     SCALED    
 LC1402* NAVD 88     -       194.96   (meters)     639.6    (feet)  RESET     
 LC1402  ___________________________________________________________________
 LC1402  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LC1402
 LC1402  VERT ORDER  -  THIRD
 LC1402
 LC1402.The horizontal coordinates were scaled from a topographic map and have
 LC1402.an estimated accuracy of +/- 6 seconds.
 LC1402
 LC1402.The orthometric height was computed from unverified reset data.
 LC1402.No vertical observational check was made to the station.
 LC1402
 LC1402.The geoid height was determined by GEOID03.
 LC1402
 LC1402;                    North         East    Units  Estimated Accuracy
 LC1402;SPC IL W     -   457,820.      719,390.      MT  (+/- 180 meters Scaled)
 LC1402
 LC1402                          SUPERSEDED SURVEY CONTROL
 LC1402
 LC1402  NGVD 29 (??/??/??)  195.05   (m)          639.9    (f) RESET       3  
 LC1402
 LC1402.Superseded values are not recommended for survey control.
 LC1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1402.See file dsdata.txt to determine how the superseded data were derived.
 LC1402
 LC1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL522196(NAD 83)
 LC1402_MARKER: DD = SURVEY DISK
 LC1402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1402_SP_SET: CULVERT
 LC1402_STAMPING: KK 44 RESET 1962
 LC1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1402
 LC1402  HISTORY     - Date     Condition        Report By
 LC1402  HISTORY     - 1962     MONUMENTED       ILHD
 LC1402  HISTORY     - 1963     GOOD             NGS
 LC1402  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 LC1402
 LC1402                          STATION DESCRIPTION
 LC1402
 LC1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 LC1402'2.1 MI NE FROM ELMWOOD.
 LC1402'2.1 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LC1402'RAILROAD FROM THE STATION AT ELMWOOD, PEORIA COUNTY, 15 POLES
 LC1402'NORTHEAST OF MILEPOST 43, AT A CROSSING OF STATE HIGHWAY 8, 18
 LC1402'FEET SOUTHEAST OF A POINT 12 FEET SOUTHWEST OF THE CENTER OF THE
 LC1402'CROSSING, IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A
 LC1402'26-INCH CONCRETE CULVERT, AND APPROXIMATELY THE SAME LEVEL AS
 LC1402'THE TRACK.
 LC1402
 LC1402                          STATION RECOVERY (1999)
 LC1402
 LC1402'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1497 ***********************************************************************
 NH1497  DESIGNATION -  KNIGHT
 NH1497  PID         -  NH1497
 NH1497  STATE/COUNTY-  IL/OGLE
 NH1497  USGS QUAD   -  KISHWAUKEE (1971)
 NH1497
 NH1497                         *CURRENT SURVEY CONTROL
 NH1497  ___________________________________________________________________
 NH1497* NAD 83(1997)-  42 09 03.90488(N)    089 12 19.35955(W)     ADJUSTED  
 NH1497* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 NH1497  ___________________________________________________________________
 NH1497  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 NH1497  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NH1497
 NH1497  HORZ ORDER  -  SECOND
 NH1497
 NH1497.The horizontal coordinates were established by classical geodetic methods
 NH1497.and adjusted by the National Geodetic Survey in October 1999..
 NH1497
 NH1497.The orthometric height was scaled from a topographic map.
 NH1497
 NH1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1497
 NH1497.The geoid height was determined by GEOID03.
 NH1497
 NH1497;                    North         East     Units Scale Factor Converg.
 NH1497;SPC IL W     -   609,310.589   779,450.556   MT  1.00001882   +0 38 42.5
 NH1497;SPC IL W     - 1,999,046.49  2,557,247.37   sFT  1.00001882   +0 38 42.5
 NH1497;UTM  16      - 4,668,905.223   317,784.001   MT  1.00000856   -1 28 49.5
 NH1497
 NH1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1497!SPC IL W     -   0.99996332  x   1.00001882  =   0.99998214
 NH1497!UTM  16      -   0.99996332  x   1.00000856  =   0.99997188
 NH1497
 NH1497:                Primary Azimuth Mark                     Grid Az
 NH1497:SPC IL W     -  STILLMAN VALLEY MUNICIPAL TANK           156 22 10.0
 NH1497:UTM  16      -  STILLMAN VALLEY MUNICIPAL TANK           158 29 42.0
 NH1497
 NH1497|---------------------------------------------------------------------|
 NH1497| PID    Reference Object                     Distance      Geod. Az  |
 NH1497|                                                           dddmmss.s |
 NH1497| NH1496 STILLMAN VALLEY MUNICIPAL TANK      APPROX. 5.8 KM 1570052.5 |
 NH1497| CI9912 KNIGHT AZ MK                                       1795226.1 |
 NH1497| CI9913 KNIGHT RM 1                          28.715 METERS 20444     |
 NH1497| NH1499 SLINGERLAND ROCK RIVER FARM TK      APPROX. 3.2 KM 2972439.1 |
 NH1497| CI9914 KNIGHT RM 2                          28.293 METERS 33440     |
 NH1497|---------------------------------------------------------------------|
 NH1497
 NH1497                          SUPERSEDED SURVEY CONTROL
 NH1497
 NH1497  NAD 83(1997)-  42 09 03.90506(N)    089 12 19.36077(W) AD(       ) 2
 NH1497  NAD 83(1986)-  42 09 03.90398(N)    089 12 19.36378(W) AD(       ) 2
 NH1497  NAD 27      -  42 09 03.81470(N)    089 12 18.98260(W) AD(       ) 2
 NH1497
 NH1497.Superseded values are not recommended for survey control.
 NH1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1497.See file dsdata.txt to determine how the superseded data were derived.
 NH1497
 NH1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1778468905(NAD 83)
 NH1497_MARKER: DS = TRIANGULATION STATION DISK
 NH1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1497
 NH1497  HISTORY     - Date     Condition        Report By
 NH1497  HISTORY     - 1954     MONUMENTED       CGS
 NH1497  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH1497
 NH1497                          STATION DESCRIPTION
 NH1497
 NH1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1497'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF BRYON AND IS
 NH1497'ON ROAD RIGHT-OF-WAY.  IT IS 19 FEET EAST OF THE CENTER OF A GRAVEL
 NH1497'ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST
 NH1497'OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 NH1497'STAMPED KNIGHT 1954.  (NOTE THE UNDERGROUND MARK IS STAMPED
 NH1497'NIGHT 1954.)
 NH1497'
 NH1497'REFERENCE MARK NO. 1 IS 19 FEET WEST OF THE CENTER OF A GRAVEL
 NH1497'ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND
 NH1497'THE DISK IS STAMPED KNIGHT NO 1 1954.
 NH1497'
 NH1497'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE CENTER OF A GRAVEL
 NH1497'ROAD AND 1 FOOT EAST OF THE FENCE LINE.  THE MARK IS FLUSH
 NH1497'AND THE DISK IS STAMPED KNIGHT NO 2 1954.
 NH1497'
 NH1497'AZIMUTH MARK IS 50 FEET SOUTHEAST OF A GRAVEL CROSSROAD,
 NH1497'2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 NH1497'FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NH1497'KNIGHT 1954.
 NH1497'
 NH1497'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 NH1497'AND 72 IN BYRON, GO NORTH AND THEN EAST ON HIGHWAY 72 FOR 1.6 MILES
 NH1497'TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTHEAST ON A GRAVEL
 NH1497'ROAD FOR 2.1 MILES TO A GRAVEL CROSSROAD AND THE AZIMUTH
 NH1497'MARK IN THE SOUTHEAST ANGLE AS DESCRIBED, TURN LEFT AND GO
 NH1497'NORTH ON GRAVEL ROAD FOR 0.7 MILE TO THE STATION ON THE RIGHT
 NH1497'AS DESCRIBED.
 NH1497'
 NH1497'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1497
 NH1497                          STATION RECOVERY (1989)
 NH1497
 NH1497'RECOVERY NOTE BY US POWER SQUADRON 1989 (BAC)
 NH1497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1081 ***********************************************************************
 LC1081  DESIGNATION -  KNOLL
 LC1081  PID         -  LC1081
 LC1081  STATE/COUNTY-  IL/LOGAN
 LC1081  USGS QUAD   -  LINCOLN EAST (1980)
 LC1081
 LC1081                         *CURRENT SURVEY CONTROL
 LC1081  ___________________________________________________________________
 LC1081* NAD 83(1997)-  40 12 03.70164(N)    089 18 27.51712(W)     ADJUSTED  
 LC1081* NAVD 88     -       185.541  (meters)     608.73   (feet)  ADJUSTED  
 LC1081  ___________________________________________________________________
 LC1081  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 LC1081  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LC1081  DYNAMIC HT  -         185.446 (meters)     608.42  (feet)  COMP
 LC1081  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LC1081
 LC1081  HORZ ORDER  -  SECOND
 LC1081  VERT ORDER  -  SECOND    CLASS 0
 LC1081
 LC1081.The horizontal coordinates were established by classical geodetic methods
 LC1081.and adjusted by the National Geodetic Survey in October 1999..
 LC1081
 LC1081.The orthometric height was determined by differential leveling
 LC1081.and adjusted by the National Geodetic Survey in June 1991..
 LC1081
 LC1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1081
 LC1081.The geoid height was determined by GEOID03.
 LC1081
 LC1081.The dynamic height is computed by dividing the NAVD 88
 LC1081.geopotential number by the normal gravity value computed on the
 LC1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1081.degrees latitude (g = 980.6199 gals.).
 LC1081
 LC1081.The modeled gravity was interpolated from observed gravity values.
 LC1081
 LC1081;                    North         East     Units Scale Factor Converg.
 LC1081;SPC IL W     -   392,661.867   773,135.884   MT  1.00000700   +0 33 16.2
 LC1081;SPC IL W     - 1,288,258.14  2,536,529.98   sFT  1.00000700   +0 33 16.2
 LC1081;UTM  16      - 4,452,623.561   303,590.122   MT  1.00007490   -1 29 24.0
 LC1081
 LC1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1081!SPC IL W     -   0.99997600  x   1.00000700  =   0.99998300
 LC1081!UTM  16      -   0.99997600  x   1.00007490  =   1.00005089
 LC1081
 LC1081|---------------------------------------------------------------------|
 LC1081| PID    Reference Object                     Distance      Geod. Az  |
 LC1081|                                                           dddmmss.s |
 LC1081| LC1079 KNOLL RM 1                           19.028 METERS 08805     |
 LC1081| LC1080 KNOLL RM 2                           18.838 METERS 22902     |
 LC1081| CI7663 KNOLL AZ MK                                        2622855.2 |
 LC1081|---------------------------------------------------------------------|
 LC1081
 LC1081                          SUPERSEDED SURVEY CONTROL
 LC1081
 LC1081  NAD 83(1986)-  40 12 03.71326(N)    089 18 27.51329(W) AD(       ) 2
 LC1081  NAD 27      -  40 12 03.56380(N)    089 18 27.17270(W) AD(       ) 2
 LC1081  NGVD 29 (??/??/92)  185.618  (m)          608.98   (f) ADJ UNCH    2 0
 LC1081
 LC1081.Superseded values are not recommended for survey control.
 LC1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1081.See file dsdata.txt to determine how the superseded data were derived.
 LC1081
 LC1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0359052624(NAD 83)
 LC1081_MARKER: DE = TRAVERSE STATION DISK
 LC1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1081_STAMPING: KNOLL 1960
 LC1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1081+STABILITY: SURFACE MOTION
 LC1081
 LC1081  HISTORY     - Date     Condition        Report By
 LC1081  HISTORY     - 1960     MONUMENTED       CGS
 LC1081  HISTORY     - 1960     GOOD             CGS
 LC1081
 LC1081                          STATION DESCRIPTION
 LC1081
 LC1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1081'STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF LINCOLN,
 LC1081'1-3/4 MILES SOUTHWEST OF LAWNDALE, 1/3 MILE WEST OF U.S.
 LC1081'HIGHWAY 66 AND JUST EAST-SOUTHEAST OF MR. NORMAN KNOLLENBERGS
 LC1081'HOME.
 LC1081'
 LC1081'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND LAWNDALE
 LC1081'ROAD, JUST EAST OF THE GRAIN ELEVATOR IN LAWNDALE, GO SOUTHWEST
 LC1081'ON U.S. HIGHWAY 66 FOR 1.75 MILES TO CROSSROAD, TURN RIGHT
 LC1081'AND GO WEST FOR 0.3 MILE TO STATION ON RIGHT AS DESCRIBED.
 LC1081'
 LC1081'STATION MARK, A STANDARD TRAVERSE DISK STAMPED KNOLL 1960,
 LC1081'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 LC1081'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 LC1081'46 FEET EAST OF A TELEPHONE POLE, 20 FEET NORTH OF THE CENTER
 LC1081'OF ROAD, 12.6 FEET EAST-SOUTHEAST OF A FENCE CORNER, 107 FEET
 LC1081'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF NORMAN KNOLLENBERGS
 LC1081'HOME AND 2.7 FEET SOUTH OF THE WITNESS POST AND FENCE.
 LC1081'
 LC1081'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED KNOLL
 LC1081'NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1081'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 LC1081'THE MARK IS 62.3 FEET EAST OF THE WITNESS POST, 35.8 FEET WEST
 LC1081'OF A TELEPHONE POLE, 23.5 FEET NORTH OF THE CENTER OF ROAD
 LC1081'AND 1 FOOT SOUTH OF THE FENCE.
 LC1081'
 LC1081'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED KNOLL
 LC1081'NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1081'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC1081'MARK IS 55 FEET SOUTH-SOUTHWEST OF THE FENCE CORNER, 63 FEET
 LC1081'SOUTHWEST OF THE WITNESS POST, 40 FEET SOUTH OF A TELEPHONE
 LC1081'POLE, 20 FEET SOUTH OF THE CENTER OF ROAD AND 6.9 FEET EAST
 LC1081'OF A POWER POLE WITH TRANSFORMER.
 LC1081'
 LC1081'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED KNOLL
 LC1081'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1081'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 LC1081'IS 125 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF CROSSROADS,
 LC1081'95 FEET SOUTH OF FENCE CORNER, 21 FEET WEST OF THE CENTER
 LC1081'OF A GRAVELED ROAD AND 2.2 FEET SOUTH-SOUTH EAST OF THE WITNESS
 LC1081'POST.
 LC1081'
 LC1081'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2
 LC1081'MILE TO CROSSROAD, TURN LEFT AND GO SOUTH 125 FEET TO AZIMUTH
 LC1081'MARK ON RIGHT AS DESCRIBED.
 LC1081'
 LC1081'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 117.09 FEET.
 LC1081'
 LC1081'HEIGHT OF LIGHT ABOVE STATION MARK 4.48 METERS.
 LC1081
 LC1081                          STATION RECOVERY (1960)
 LC1081
 LC1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LC1081'3.4 MI NE FROM LINCOLN.
 LC1081'ABOUT 3 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION
 LC1081'OF U.S. HIGHWAY 66 AND BUSINESS ROUTE 66 IN THE NORTH PART OF
 LC1081'LINCOLN, THENCE 0.35 MILES WEST ALONG A GRAVEL ROAD, AT A FARM
 LC1081'HOUSE ON THE NORTH SIDE OF THE ROAD, 22 FEET NORTH OF THE CENTER
 LC1081'LINE OF THE ROAD, 64 FEET EAST OF THE CENTER LINE OF THE FARM
 LC1081'DRIVE, 3 FEET SOUTH OF THE FENCE, 13 FEET EAST OF A FENCE CORNER,
 LC1081'68 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 2.7 FEET
 LC1081'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 LC1081'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1079 ***********************************************************************
 LC1079  DESIGNATION -  KNOLL RM 1
 LC1079  PID         -  LC1079
 LC1079  STATE/COUNTY-  IL/LOGAN
 LC1079  USGS QUAD   -  LINCOLN EAST (1980)
 LC1079
 LC1079                         *CURRENT SURVEY CONTROL
 LC1079  ___________________________________________________________________
 LC1079* NAD 83(1986)-  40 12 03.     (N)    089 18 27.     (W)     SCALED    
 LC1079* NAVD 88     -       185.357  (meters)     608.13   (feet)  ADJUSTED  
 LC1079  ___________________________________________________________________
 LC1079  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LC1079  DYNAMIC HT  -         185.262 (meters)     607.81  (feet)  COMP
 LC1079  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LC1079
 LC1079  VERT ORDER  -  SECOND    CLASS 0
 LC1079
 LC1079.The horizontal coordinates were scaled from a topographic map and have
 LC1079.an estimated accuracy of +/- 6 seconds.
 LC1079
 LC1079.The orthometric height was determined by differential leveling
 LC1079.and adjusted by the National Geodetic Survey in June 1991..
 LC1079
 LC1079.The geoid height was determined by GEOID03.
 LC1079
 LC1079.The dynamic height is computed by dividing the NAVD 88
 LC1079.geopotential number by the normal gravity value computed on the
 LC1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1079.degrees latitude (g = 980.6199 gals.).
 LC1079
 LC1079.The modeled gravity was interpolated from observed gravity values.
 LC1079
 LC1079;                    North         East    Units  Estimated Accuracy
 LC1079;SPC IL W     -   392,640.      773,150.      MT  (+/- 180 meters Scaled)
 LC1079
 LC1079                          SUPERSEDED SURVEY CONTROL
 LC1079
 LC1079  NGVD 29 (??/??/92)  185.434  (m)          608.38   (f) ADJ UNCH    2 0
 LC1079
 LC1079.Superseded values are not recommended for survey control.
 LC1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1079.See file dsdata.txt to determine how the superseded data were derived.
 LC1079
 LC1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK036526(NAD 83)
 LC1079_MARKER: DR = REFERENCE MARK DISK
 LC1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1079_STAMPING: KNOLL NO 1 1960
 LC1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1079+STABILITY: SURFACE MOTION
 LC1079
 LC1079  HISTORY     - Date     Condition        Report By
 LC1079  HISTORY     - 1960     MONUMENTED       CGS
 LC1079
 LC1079                          STATION DESCRIPTION
 LC1079
 LC1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1079'3.4 MI NE FROM LINCOLN.
 LC1079'ABOUT 3 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION
 LC1079'OF U.S. HIGHWAY 66 AND BUSINESS ROUTE 66 IN THE NORTH PART OF
 LC1079'LINCOLN, THENCE 0.35 MILES WEST ALONG A GRAVEL ROAD, AT A FARM
 LC1079'HOUSE ON THE NORTH SIDE OF THE ROAD, 24 FEET NORTH OF THE CENTER
 LC1079'LINE OF THE ROAD, 127 FEET EAST OF THE CENTER LINE OF THE FARM
 LC1079'DRIVE, 0.5 FEET SOUTH OF THE FENCE, 76 FEET EAST OF A FENCE
 LC1079'CORNER, 124 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER,
 LC1079'62.5 FEET EAST OF TRAVERSE STATION KNOLL, 62.2 FEET EAST OF A
 LC1079'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 LC1079'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1080 ***********************************************************************
 LC1080  DESIGNATION -  KNOLL RM 2
 LC1080  PID         -  LC1080
 LC1080  STATE/COUNTY-  IL/LOGAN
 LC1080  USGS QUAD   -  LINCOLN EAST (1980)
 LC1080
 LC1080                         *CURRENT SURVEY CONTROL
 LC1080  ___________________________________________________________________
 LC1080* NAD 83(1986)-  40 12 03.     (N)    089 18 27.     (W)     SCALED    
 LC1080* NAVD 88     -       185.544  (meters)     608.74   (feet)  ADJUSTED  
 LC1080  ___________________________________________________________________
 LC1080  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LC1080  DYNAMIC HT  -         185.449 (meters)     608.43  (feet)  COMP
 LC1080  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LC1080
 LC1080  VERT ORDER  -  SECOND    CLASS 0
 LC1080
 LC1080.The horizontal coordinates were scaled from a topographic map and have
 LC1080.an estimated accuracy of +/- 6 seconds.
 LC1080
 LC1080.The orthometric height was determined by differential leveling
 LC1080.and adjusted by the National Geodetic Survey in June 1991..
 LC1080
 LC1080.The geoid height was determined by GEOID03.
 LC1080
 LC1080.The dynamic height is computed by dividing the NAVD 88
 LC1080.geopotential number by the normal gravity value computed on the
 LC1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1080.degrees latitude (g = 980.6199 gals.).
 LC1080
 LC1080.The modeled gravity was interpolated from observed gravity values.
 LC1080
 LC1080;                    North         East    Units  Estimated Accuracy
 LC1080;SPC IL W     -   392,640.      773,150.      MT  (+/- 180 meters Scaled)
 LC1080
 LC1080                          SUPERSEDED SURVEY CONTROL
 LC1080
 LC1080  NGVD 29 (??/??/92)  185.621  (m)          608.99   (f) ADJ UNCH    2 0
 LC1080
 LC1080.Superseded values are not recommended for survey control.
 LC1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1080.See file dsdata.txt to determine how the superseded data were derived.
 LC1080
 LC1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK036526(NAD 83)
 LC1080_MARKER: DR = REFERENCE MARK DISK
 LC1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1080_STAMPING: KNOLL NO 2 1960
 LC1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1080+STABILITY: SURFACE MOTION
 LC1080
 LC1080  HISTORY     - Date     Condition        Report By
 LC1080  HISTORY     - 1960     MONUMENTED       CGS
 LC1080
 LC1080                          STATION DESCRIPTION
 LC1080
 LC1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1080'3.4 MI NE FROM LINCOLN.
 LC1080'ABOUT 3 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE JUNCTION OF
 LC1080'U.S. HIGHWAY 66 AND BUSINESS ROUTE 66 IN THE NORTH PART OF LINCOLN,
 LC1080'THENCE 0.35 MILES WEST ALONG A GRAVEL ROAD, AT A FARM HOUSE ON THE
 LC1080'NORTH SIDE OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE
 LC1080'ROAD, 16 FEET EAST OF THE EXTENDED CENTER LINE OF THE FARM DRIVE,
 LC1080'56 FEET SOUTHWEST OF A FENCE CORNER, 7 FEET EAST OF A POWER POLE
 LC1080'WITH A TRANSFORMER, 61.9 FEET SOUTHWEST OF TRAVERSE STATION KNOLL,
 LC1080'64 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 LC1080'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3828 ***********************************************************************
 DH3828  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3828  DESIGNATION -  KNOLLWOOD PW COOP CORS ARP
 DH3828  CORS_ID     -  DP4A
 DH3828  PID         -  DH3828
 DH3828  STATE/COUNTY-  IL/DU PAGE
 DH3828  USGS QUAD   -  SAG BRIDGE (1997)
 DH3828
 DH3828                         *CURRENT SURVEY CONTROL
 DH3828  ___________________________________________________________________
 DH3828* NAD 83(CORS)-  41 42 49.41541(N)    087 55 53.48247(W)     ADJUSTED  
 DH3828* NAVD 88     -                                                        
 DH3828  ___________________________________________________________________
 DH3828  EPOCH DATE  -        2002.00
 DH3828  X           -     172,107.806 (meters)                     COMP
 DH3828  Y           -  -4,765,228.718 (meters)                     COMP
 DH3828  Z           -   4,222,028.192 (meters)                     COMP
 DH3828  ELLIP HEIGHT-         160.57  (meters)          (06/??/05) GPS OBS
 DH3828  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DH3828
 DH3828  HORZ ORDER  -  SPECIAL (CORS)
 DH3828  ELLP ORDER  -  SPECIAL (CORS)
 DH3828
 DH3828.ITRF positions are available for this station.
 DH3828.The coordinates were established by GPS observations
 DH3828.and adjusted by the National Geodetic Survey in June 2005..
 DH3828.The coordinates are valid at the epoch date displayed above.
 DH3828.The epoch date for horizontal control is a decimal equivalence
 DH3828.of Year/Month/Day.
 DH3828
 DH3828
 DH3828.The PID for the CORS L1 Phase Center is DH3829.
 DH3828
 DH3828.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3828
 DH3828.The ellipsoidal height was determined by GPS observations
 DH3828.and is referenced to NAD 83.
 DH3828
 DH3828.The geoid height was determined by GEOID03.
 DH3828
 DH3828;                    North         East     Units Scale Factor Converg.
 DH3828;SPC IL E     -   560,384.882   333,438.288   MT  0.99998875   +0 16 02.5
 DH3828;SPC IL E     - 1,838,529.40  1,093,955.45   sFT  0.99998875   +0 16 02.5
 DH3828
 DH3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3828!SPC IL E     -   0.99997482  x   0.99998875  =   0.99996357
 DH3828
 DH3828                          SUPERSEDED SURVEY CONTROL
 DH3828
 DH3828.No superseded survey control is available for this station.
 DH3828
 DH3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2250818412(NAD 83)
 DH3828_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3828
 DH3828                          STATION DESCRIPTION
 DH3828
 DH3828'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3828'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3828'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3828'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3828'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3828'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3829 ***********************************************************************
 DH3829  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3829  DESIGNATION -  KNOLLWOOD PW COOP CORS L1 PHASE CENTER
 DH3829  CORS_ID     -  DP4A
 DH3829  PID         -  DH3829
 DH3829  STATE/COUNTY-  IL/DU PAGE
 DH3829  USGS QUAD   -  SAG BRIDGE (1997)
 DH3829
 DH3829                         *CURRENT SURVEY CONTROL
 DH3829  ___________________________________________________________________
 DH3829* NAD 83(CORS)-  41 42 49.41549(N)    087 55 53.48241(W)     ADJUSTED  
 DH3829* NAVD 88     -                                                        
 DH3829  ___________________________________________________________________
 DH3829  EPOCH DATE  -        2002.00
 DH3829  X           -     172,107.810 (meters)                     COMP
 DH3829  Y           -  -4,765,228.791 (meters)                     COMP
 DH3829  Z           -   4,222,028.260 (meters)                     COMP
 DH3829  ELLIP HEIGHT-         160.67  (meters)          (06/??/05) GPS OBS
 DH3829  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 DH3829
 DH3829  HORZ ORDER  -  SPECIAL (CORS)
 DH3829  ELLP ORDER  -  SPECIAL (CORS)
 DH3829
 DH3829.ITRF positions are available for this station.
 DH3829.The coordinates were established by GPS observations
 DH3829.and adjusted by the National Geodetic Survey in June 2005..
 DH3829.The coordinates are valid at the epoch date displayed above.
 DH3829.The epoch date for horizontal control is a decimal equivalence
 DH3829.of Year/Month/Day.
 DH3829
 DH3829
 DH3829.The PID for the CORS ARP is DH3828.
 DH3829
 DH3829.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3829
 DH3829.The ellipsoidal height was determined by GPS observations
 DH3829.and is referenced to NAD 83.
 DH3829
 DH3829.The geoid height was determined by GEOID03.
 DH3829
 DH3829;                    North         East     Units Scale Factor Converg.
 DH3829;SPC IL E     -   560,384.884   333,438.290   MT  0.99998875   +0 16 02.5
 DH3829;SPC IL E     - 1,838,529.41  1,093,955.46   sFT  0.99998875   +0 16 02.5
 DH3829
 DH3829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3829!SPC IL E     -   0.99997480  x   0.99998875  =   0.99996355
 DH3829
 DH3829                          SUPERSEDED SURVEY CONTROL
 DH3829
 DH3829.No superseded survey control is available for this station.
 DH3829
 DH3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2250818412(NAD 83)
 DH3829_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3829
 DH3829                          STATION DESCRIPTION
 DH3829
 DH3829'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3829'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH3829'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH3829'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH3829'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH3829'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0893 ***********************************************************************
 MF0893  DESIGNATION -  KNOT
 MF0893  PID         -  MF0893
 MF0893  STATE/COUNTY-  IL/BUREAU
 MF0893  USGS QUAD   -  MALDEN (1966)
 MF0893
 MF0893                         *CURRENT SURVEY CONTROL
 MF0893  ___________________________________________________________________
 MF0893* NAD 83(1997)-  41 24 10.81093(N)    089 19 32.28343(W)     ADJUSTED  
 MF0893* NAVD 88     -       223.052  (meters)     731.80   (feet)  ADJUSTED  
 MF0893  ___________________________________________________________________
 MF0893  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 MF0893  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0893  DYNAMIC HT  -         222.962 (meters)     731.50  (feet)  COMP
 MF0893  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 MF0893
 MF0893  HORZ ORDER  -  SECOND
 MF0893  VERT ORDER  -  SECOND    CLASS 0
 MF0893
 MF0893.The horizontal coordinates were established by classical geodetic methods
 MF0893.and adjusted by the National Geodetic Survey in October 1999..
 MF0893
 MF0893.The orthometric height was determined by differential leveling
 MF0893.and adjusted by the National Geodetic Survey in June 1991..
 MF0893
 MF0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0893
 MF0893.The geoid height was determined by GEOID03.
 MF0893
 MF0893.The dynamic height is computed by dividing the NAVD 88
 MF0893.geopotential number by the normal gravity value computed on the
 MF0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0893.degrees latitude (g = 980.6199 gals.).
 MF0893
 MF0893.The modeled gravity was interpolated from observed gravity values.
 MF0893
 MF0893;                    North         East     Units Scale Factor Converg.
 MF0893;SPC IL W     -   526,120.886   770,323.846   MT  1.00000202   +0 33 22.5
 MF0893;SPC IL W     - 1,726,114.94  2,527,304.15   sFT  1.00000202   +0 33 22.5
 MF0893;UTM  16      - 4,586,105.818   305,599.986   MT  1.00006510   -1 32 18.8
 MF0893
 MF0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0893!SPC IL W     -   0.99997020  x   1.00000202  =   0.99997222
 MF0893!UTM  16      -   0.99997020  x   1.00006510  =   1.00003530
 MF0893
 MF0893|---------------------------------------------------------------------|
 MF0893| PID    Reference Object                     Distance      Geod. Az  |
 MF0893|                                                           dddmmss.s |
 MF0893| MF0891 KNOT RM 1                            18.474 METERS 00007     |
 MF0893| MF1648 CHERRY MUNICIPAL TANK               APPROX. 9.8 KM 0731839.3 |
 MF0893| MF1665 PRINCETON MUNICIPAL TANK            APPROX.12.0 KM 2552043.6 |
 MF0893| MF1666 PRINCETON MUNICIPAL UTIL STACK      APPROX.12.0 KM 2552546.4 |
 MF0893| MF0892 KNOT RM 2                            18.188 METERS 27228     |
 MF0893| MF0890 KNOT AZ MK                                         3564954.5 |
 MF0893|---------------------------------------------------------------------|
 MF0893
 MF0893                          SUPERSEDED SURVEY CONTROL
 MF0893
 MF0893  NAD 83(1997)-  41 24 10.81632(N)    089 19 32.28084(W) AD(       ) 2
 MF0893  NAD 83(1986)-  41 24 10.81856(N)    089 19 32.28999(W) AD(       ) 2
 MF0893  NAD 27      -  41 24 10.69320(N)    089 19 31.96980(W) AD(       ) 2
 MF0893  NGVD 29 (??/??/92)  223.128  (m)          732.05   (f) ADJ UNCH    2 0
 MF0893
 MF0893.Superseded values are not recommended for survey control.
 MF0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0893.See file dsdata.txt to determine how the superseded data were derived.
 MF0893
 MF0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL0560086106(NAD 83)
 MF0893_MARKER: DS = TRIANGULATION STATION DISK
 MF0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0893_STAMPING: KNOT 1959
 MF0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0893+STABILITY: SURFACE MOTION
 MF0893
 MF0893  HISTORY     - Date     Condition        Report By
 MF0893  HISTORY     - 1959     MONUMENTED       CGS
 MF0893  HISTORY     - 1959     GOOD             CGS
 MF0893  HISTORY     - 19960414 GOOD             USPSQD
 MF0893  HISTORY     - 20010425 GOOD             USPSQD
 MF0893  HISTORY     - 20051005 POOR             USPSQD
 MF0893
 MF0893                          STATION DESCRIPTION
 MF0893
 MF0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF0893'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF PRINCETON
 MF0893'AND ABOUT 2-3/4 MILES SOUTHEAST OF MALDEN.  IT IS 30 FEET
 MF0893'EAST OF THE CENTER OF ROAD, 2.5 FEET WEST OF FENCE LINE
 MF0893'AND 2.2 FEET WEST OF WITNESS POST.  THE MARK IS A STANDARD
 MF0893'TRIANGULATION STATION MARK DISK SET IN TOP OF A 12 X 12 INCH
 MF0893'CONCRETE POST PROJECTING ABOUT 6 INCHES AND THE DISK IS STAMPED
 MF0893'KNOT 1959.
 MF0893'
 MF0893'R.M. NO. 1 IS 61 FEET NORTH OF WITNESS POST, 1.5 FEET WEST
 MF0893'OF FENCE LINE AND 30.5 FEET EAST OF CENTER OF ROAD.  THE
 MF0893'MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12
 MF0893'X 12 INCH CONCRETE POST PROJECTING ABOUT 2 INCHES AND THE
 MF0893'DISK IS STAMPED KNOT NO 1 1959.
 MF0893'
 MF0893'R.M. NO. 2 IS 30 FEET WEST OF CENTER OF ROAD, 3 FEET NORTH
 MF0893'OF TELEPHONE POLE AND 1 FOOT EAST OF FENCE LINE.  THE MARK
 MF0893'IS A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12 X 12
 MF0893'INCH CONCRETE POST PROJECTING ABOUT 4 INCHES AND THE DISK IS
 MF0893'STAMPED KNOT NO 2 1959.
 MF0893'
 MF0893'AZIMUTH MARK IS 29 FEET WEST OF CENTER OF ROAD, 5 FEET SOUTH
 MF0893'OF TELEPHONE POLE, 3 FEET SOUTH OF WITNESS POST AND 1 FOOT
 MF0893'EAST OF FENCE LINE.  THE MARK IS STANDARD AZIMUTH MARK DISK
 MF0893'SET IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING ABOUT
 MF0893'2 INCHES AND THE DISK IS STAMPED KNOT 1959.
 MF0893'
 MF0893'TO REACH THE STATION FROM THE POST OFFICE IN PRINCETON, GO
 MF0893'EAST ON U.S. HIGHWAY 6 FOR 7.3 MILES TO THE JUNCTION OF STATE
 MF0893'HIGHWAY 29.  CONTINUE EAST ON U.S. HIGHWAY 6 FOR 0.25 MILE
 MF0893'TO A SURFACED SIDE ROAD LEFT, JUST BEFORE REACHING A BRIDGE.
 MF0893'TURN LEFT AND GO NORTH FOR 2.0 MILES TO CROSSROADS, CONTINUE
 MF0893'NORTH FOR 0.7 MILE TO THE STATION ON RIGHT AS DESCRIBED.
 MF0893'CONTINUE NORTH FOR 0.3 MILES TO THE AZIMUTH MARK ON LEFT
 MF0893'AS DESCRIBED.
 MF0893'
 MF0893'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 MF0893
 MF0893                          STATION RECOVERY (1959)
 MF0893
 MF0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MF0893'9.6 MI E FROM PRINCETON.
 MF0893'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST
 MF0893'OFFICE AT PRINCETON, THENCE 5.7 MILES EAST ALONG GRAVEL ROAD,
 MF0893'THENCE 0.35 MILES SOUTH ALONG BLACKTOP ROAD, 196 FEET SOUTH-SOUTHEAST
 MF0893'AND ACROSS THE ROAD FROM A T-FENCE CORNER, 2 1/2 FEET WEST OF
 MF0893'FENCE LINE, 29.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 60
 MF0893'FEET EAST AND ACROSS THE ROAD FROM THE FIRST TELEPHONE POLE SOUTH
 MF0893'OF A DRIVEWAY WEST TO A FARM HOUSE, 2.2 FEET WEST OF A METAL
 MF0893'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, SET
 MF0893'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MF0893
 MF0893                          STATION RECOVERY (1996)
 MF0893
 MF0893'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0893'RECOVERED IN GOOD CONDITION.
 MF0893
 MF0893                          STATION RECOVERY (2001)
 MF0893
 MF0893'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0893'RECOVERED IN GOOD CONDITION.
 MF0893
 MF0893                          STATION RECOVERY (2005)
 MF0893
 MF0893'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0893'DISC MISSING, PIN INTACT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0890 ***********************************************************************
 MF0890  DESIGNATION -  KNOT AZ MK
 MF0890  PID         -  MF0890
 MF0890  STATE/COUNTY-  IL/BUREAU
 MF0890  USGS QUAD   -  MALDEN (1966)
 MF0890
 MF0890                         *CURRENT SURVEY CONTROL
 MF0890  ___________________________________________________________________
 MF0890* NAD 83(1986)-  41 24 21.     (N)    089 19 33.     (W)     SCALED    
 MF0890* NAVD 88     -       221.475  (meters)     726.62   (feet)  ADJUSTED  
 MF0890  ___________________________________________________________________
 MF0890  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0890  DYNAMIC HT  -         221.386 (meters)     726.33  (feet)  COMP
 MF0890  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 MF0890
 MF0890  VERT ORDER  -  SECOND    CLASS 0
 MF0890
 MF0890.The horizontal coordinates were scaled from a topographic map and have
 MF0890.an estimated accuracy of +/- 6 seconds.
 MF0890
 MF0890.The orthometric height was determined by differential leveling
 MF0890.and adjusted by the National Geodetic Survey in June 1991..
 MF0890
 MF0890.The geoid height was determined by GEOID03.
 MF0890
 MF0890.The dynamic height is computed by dividing the NAVD 88
 MF0890.geopotential number by the normal gravity value computed on the
 MF0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0890.degrees latitude (g = 980.6199 gals.).
 MF0890
 MF0890.The modeled gravity was interpolated from observed gravity values.
 MF0890
 MF0890;                    North         East    Units  Estimated Accuracy
 MF0890;SPC IL W     -   526,440.      770,300.      MT  (+/- 180 meters Scaled)
 MF0890
 MF0890                          SUPERSEDED SURVEY CONTROL
 MF0890
 MF0890  NGVD 29 (??/??/92)  221.552  (m)          726.88   (f) ADJ UNCH    2 0
 MF0890
 MF0890.Superseded values are not recommended for survey control.
 MF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0890.See file dsdata.txt to determine how the superseded data were derived.
 MF0890
 MF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL055864(NAD 83)
 MF0890_MARKER: DZ = AZIMUTH MARK DISK
 MF0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0890_STAMPING: KNOTT 1959
 MF0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0890+STABILITY: SURFACE MOTION
 MF0890
 MF0890  HISTORY     - Date     Condition        Report By
 MF0890  HISTORY     - 1959     MONUMENTED       CGS
 MF0890  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 MF0890  HISTORY     - 20010425 MARK NOT FOUND   USPSQD
 MF0890  HISTORY     - 20051005 MARK NOT FOUND   USPSQD
 MF0890
 MF0890                          STATION DESCRIPTION
 MF0890
 MF0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0890'9.4 MI E FROM PRINCETON.
 MF0890'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST
 MF0890'OFFICE AT PRINCETON, THENCE 5.7 MILES EAST ALONG GRAVEL ROAD, THENCE
 MF0890'0.1 MILES SOUTH ALONG BLACKTOP ROAD, ABOUT 105 YARDS SOUTH OF A
 MF0890'DRIVEWAY WEST TO A BARNYARD, 30 FEET WEST OF THE CENTER LINE OF
 MF0890'THE ROAD, 5 1/2 FEET SOUTH OF THE THIRD TELEPHONE SOUTH OF AN
 MF0890'EAST-WEST CROSS-ROAD, 1 FOOT EAST OF FENCE LINE, 3.0 FEET SOUTH OF
 MF0890'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP
 MF0890'OF A CONCRETE POST PROJECTING 3 INCHES.
 MF0890
 MF0890                          STATION RECOVERY (1996)
 MF0890
 MF0890'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0890'MARK NOT FOUND.
 MF0890
 MF0890                          STATION RECOVERY (2001)
 MF0890
 MF0890'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0890'MARK NOT FOUND.
 MF0890
 MF0890                          STATION RECOVERY (2005)
 MF0890
 MF0890'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0891 ***********************************************************************
 MF0891  DESIGNATION -  KNOT RM 1
 MF0891  PID         -  MF0891
 MF0891  STATE/COUNTY-  IL/BUREAU
 MF0891  USGS QUAD   -  MALDEN (1966)
 MF0891
 MF0891                         *CURRENT SURVEY CONTROL
 MF0891  ___________________________________________________________________
 MF0891* NAD 83(1986)-  41 24 10.     (N)    089 19 31.     (W)     SCALED    
 MF0891* NAVD 88     -       223.073  (meters)     731.87   (feet)  ADJUSTED  
 MF0891  ___________________________________________________________________
 MF0891  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0891  DYNAMIC HT  -         222.984 (meters)     731.57  (feet)  COMP
 MF0891  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 MF0891
 MF0891  VERT ORDER  -  SECOND    CLASS 0
 MF0891
 MF0891.The horizontal coordinates were scaled from a topographic map and have
 MF0891.an estimated accuracy of +/- 6 seconds.
 MF0891
 MF0891.The orthometric height was determined by differential leveling
 MF0891.and adjusted by the National Geodetic Survey in June 1991..
 MF0891
 MF0891.The geoid height was determined by GEOID03.
 MF0891
 MF0891.The dynamic height is computed by dividing the NAVD 88
 MF0891.geopotential number by the normal gravity value computed on the
 MF0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0891.degrees latitude (g = 980.6199 gals.).
 MF0891
 MF0891.The modeled gravity was interpolated from observed gravity values.
 MF0891
 MF0891;                    North         East    Units  Estimated Accuracy
 MF0891;SPC IL W     -   526,100.      770,350.      MT  (+/- 180 meters Scaled)
 MF0891
 MF0891                          SUPERSEDED SURVEY CONTROL
 MF0891
 MF0891  NGVD 29 (??/??/92)  223.150  (m)          732.12   (f) ADJ UNCH    2 0
 MF0891
 MF0891.Superseded values are not recommended for survey control.
 MF0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0891.See file dsdata.txt to determine how the superseded data were derived.
 MF0891
 MF0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL056860(NAD 83)
 MF0891_MARKER: DR = REFERENCE MARK DISK
 MF0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0891_STAMPING: KNOT NO 1 1959
 MF0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0891+STABILITY: SURFACE MOTION
 MF0891
 MF0891  HISTORY     - Date     Condition        Report By
 MF0891  HISTORY     - 1959     MONUMENTED       CGS
 MF0891  HISTORY     - 19960414 POOR             USPSQD
 MF0891  HISTORY     - 20010425 GOOD             USPSQD
 MF0891  HISTORY     - 20051005 POOR             USPSQD
 MF0891
 MF0891                          STATION DESCRIPTION
 MF0891
 MF0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0891'9.6 MI E FROM PRINCETON.
 MF0891'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST
 MF0891'OFFICE AT PRINCETON, THENCE 5.7 MILES EAST ALONG GRAVEL ROAD,
 MF0891'THENCE 0.35 MILES SOUTH ALONG BLACKTOP ROAD, 140 FEET SOUTHEAST
 MF0891'AND ACROSS THE ROAD FROM A T-FENCE CORNER, 1.3 FEET WEST OF
 MF0891'FENCE LINE, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 85
 MF0891'FEET NORTHEAST AND ACROSS THE ROAD FROM THE FIRST TELEPHONE POLE
 MF0891'SOUTH OF A DRIVEWAY WEST TO A FARM HOUSE, 60.6 FEET NORTH OF
 MF0891'TRIANGULATION STATION KNOT, 61.0 FEET NORTH OF A METAL WITNESS
 MF0891'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 MF0891'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MF0891
 MF0891                          STATION RECOVERY (1996)
 MF0891
 MF0891'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0891'MARK RECOVERED IN POOR CONDITION.
 MF0891
 MF0891                          STATION RECOVERY (2001)
 MF0891
 MF0891'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0891'RECOVERED IN GOOD CONDITION.
 MF0891
 MF0891                          STATION RECOVERY (2005)
 MF0891
 MF0891'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0891'DISC MISSING, PIN INTACT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0892 ***********************************************************************
 MF0892  DESIGNATION -  KNOT RM 2
 MF0892  PID         -  MF0892
 MF0892  STATE/COUNTY-  IL/BUREAU
 MF0892  USGS QUAD   -  MALDEN (1966)
 MF0892
 MF0892                         *CURRENT SURVEY CONTROL
 MF0892  ___________________________________________________________________
 MF0892* NAD 83(1986)-  41 24 10.     (N)    089 19 31.     (W)     SCALED    
 MF0892* NAVD 88     -       222.934  (meters)     731.41   (feet)  ADJUSTED  
 MF0892  ___________________________________________________________________
 MF0892  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0892  DYNAMIC HT  -         222.845 (meters)     731.12  (feet)  COMP
 MF0892  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 MF0892
 MF0892  VERT ORDER  -  SECOND    CLASS 0
 MF0892
 MF0892.The horizontal coordinates were scaled from a topographic map and have
 MF0892.an estimated accuracy of +/- 6 seconds.
 MF0892
 MF0892.The orthometric height was determined by differential leveling
 MF0892.and adjusted by the National Geodetic Survey in June 1991..
 MF0892
 MF0892.The geoid height was determined by GEOID03.
 MF0892
 MF0892.The dynamic height is computed by dividing the NAVD 88
 MF0892.geopotential number by the normal gravity value computed on the
 MF0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0892.degrees latitude (g = 980.6199 gals.).
 MF0892
 MF0892.The modeled gravity was interpolated from observed gravity values.
 MF0892
 MF0892;                    North         East    Units  Estimated Accuracy
 MF0892;SPC IL W     -   526,100.      770,350.      MT  (+/- 180 meters Scaled)
 MF0892
 MF0892                          SUPERSEDED SURVEY CONTROL
 MF0892
 MF0892  NGVD 29 (??/??/92)  223.010  (m)          731.66   (f) ADJ UNCH    2 0
 MF0892
 MF0892.Superseded values are not recommended for survey control.
 MF0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0892.See file dsdata.txt to determine how the superseded data were derived.
 MF0892
 MF0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL056860(NAD 83)
 MF0892_MARKER: DR = REFERENCE MARK DISK
 MF0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0892_STAMPING: KNOT NO 2 1959
 MF0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0892+STABILITY: SURFACE MOTION
 MF0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0892+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 MF0892
 MF0892  HISTORY     - Date     Condition        Report By
 MF0892  HISTORY     - 1959     MONUMENTED       CGS
 MF0892  HISTORY     - 19960414 GOOD             USPSQD
 MF0892  HISTORY     - 20010425 GOOD             USPSQD
 MF0892  HISTORY     - 20051005 GOOD             USPSQD
 MF0892
 MF0892                          STATION DESCRIPTION
 MF0892
 MF0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0892'9.6 MI E FROM PRINCETON.
 MF0892'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST
 MF0892'OFFICE AT PRINCETON, THENCE 5.7 MILES EAST ALONG A GRAVEL ROAD,
 MF0892'THENCE 0.35 MILES SOUTH ALONG A BLACKTOP ROAD, 184 FEET SOUTH
 MF0892'OF A T-FENCE CORNER, 29 FEET WEST OF THE CENTER LINE OF THE
 MF0892'ROAD, 1 FOOT EAST OF FENCE LINE, 3 FEET NORTH OF THE FIRST
 MF0892'TELEPHONE POLE SOUTH OF THE DRIVEWAY WEST TO A FARM HOUSE, 59.7
 MF0892'FEET WEST OF TRIANGULATION STATION KNOT, 62.0 FEET WEST OF A
 MF0892'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 MF0892'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MF0892
 MF0892                          STATION RECOVERY (1996)
 MF0892
 MF0892'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0892'RECOVERED IN GOOD CONDITION.
 MF0892
 MF0892                          STATION RECOVERY (2001)
 MF0892
 MF0892'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0892'RECOVERED IN GOOD CONDITION.
 MF0892
 MF0892                          STATION RECOVERY (2005)
 MF0892
 MF0892'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0112 ***********************************************************************
 LD0112  DESIGNATION -  KNOX
 LD0112  PID         -  LD0112
 LD0112  STATE/COUNTY-  IL/KNOX
 LD0112  USGS QUAD   -  GALESBURG EAST (1982)
 LD0112
 LD0112                         *CURRENT SURVEY CONTROL
 LD0112  ___________________________________________________________________
 LD0112* NAD 83(1997)-  40 54 28.03686(N)    090 15 20.85028(W)     ADJUSTED  
 LD0112* NAVD 88     -       231.353  (meters)     759.03   (feet)  ADJUSTED  
 LD0112  ___________________________________________________________________
 LD0112  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 LD0112  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0112  DYNAMIC HT  -         231.249 (meters)     758.69  (feet)  COMP
 LD0112  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LD0112
 LD0112  HORZ ORDER  -  SECOND
 LD0112  VERT ORDER  -  SECOND    CLASS 0
 LD0112
 LD0112.The horizontal coordinates were established by classical geodetic methods
 LD0112.and adjusted by the National Geodetic Survey in October 1999..
 LD0112
 LD0112.The orthometric height was determined by differential leveling
 LD0112.and adjusted by the National Geodetic Survey in June 1991..
 LD0112
 LD0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0112
 LD0112.The geoid height was determined by GEOID03.
 LD0112
 LD0112.The dynamic height is computed by dividing the NAVD 88
 LD0112.geopotential number by the normal gravity value computed on the
 LD0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0112.degrees latitude (g = 980.6199 gals.).
 LD0112
 LD0112.The modeled gravity was interpolated from observed gravity values.
 LD0112
 LD0112;                    North         East     Units Scale Factor Converg.
 LD0112;SPC IL W     -   470,789.534   692,491.446   MT  0.99994187   -0 03 30.1
 LD0112;SPC IL W     - 1,544,582.00  2,271,949.02   sFT  0.99994187   -0 03 30.1
 LD0112;UTM  15      - 4,532,146.761   731,126.213   MT  1.00025754   +1 47 52.2
 LD0112
 LD0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0112!SPC IL W     -   0.99996889  x   0.99994187  =   0.99991076
 LD0112!UTM  15      -   0.99996889  x   1.00025754  =   1.00022642
 LD0112
 LD0112|---------------------------------------------------------------------|
 LD0112| PID    Reference Object                     Distance      Geod. Az  |
 LD0112|                                                           dddmmss.s |
 LD0112| LD0113 KNOX RM 1                            18.072 METERS 01516     |
 LD0112| CL9685 KNOX AZ MK                                         0583114.2 |
 LD0112| LD0114 KNOX RM 2                            12.065 METERS 09720     |
 LD0112| LD0712 KNOXVILLE MUNICIPAL TANK            APPROX. 2.0 KM 2782113.0 |
 LD0112| LD0718 KNOXVILLE CO NURSING HOME TANK      APPROX. 2.8 KM 2953432.0 |
 LD0112|---------------------------------------------------------------------|
 LD0112
 LD0112                          SUPERSEDED SURVEY CONTROL
 LD0112
 LD0112  NAD 83(1997)-  40 54 28.03714(N)    090 15 20.85032(W) AD(       ) 2
 LD0112  NAD 83(1986)-  40 54 28.04150(N)    090 15 20.86101(W) AD(       ) 2
 LD0112  NAD 27      -  40 54 27.90410(N)    090 15 20.40560(W) AD(       ) 2
 LD0112  NGVD 29 (??/??/92)  231.412  (m)          759.22   (f) ADJ UNCH    2 0
 LD0112
 LD0112.Superseded values are not recommended for survey control.
 LD0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0112.See file dsdata.txt to determine how the superseded data were derived.
 LD0112
 LD0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF3112632147(NAD 83)
 LD0112_MARKER: DS = TRIANGULATION STATION DISK
 LD0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0112_STAMPING: KNOX 1959
 LD0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0112+STABILITY: SURFACE MOTION
 LD0112
 LD0112  HISTORY     - Date     Condition        Report By
 LD0112  HISTORY     - 1959     MONUMENTED       CGS
 LD0112  HISTORY     - 1959     GOOD             CGS
 LD0112  HISTORY     - 1979     GOOD             NGS
 LD0112  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0112
 LD0112                          STATION DESCRIPTION
 LD0112
 LD0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0112'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF KNOXVILLE.
 LD0112'
 LD0112'TO REACH THE STATION FROM THE POST OFFICE IN KNOXVILLE, GO
 LD0112'EAST ON U.S. HIGHWAY 150 FOR 1.35 MILES TO A GRAVEL ROAD
 LD0112'BEARING LEFT OFF THE MAIN HIGHWAY, BEAR LEFT ON THE GRAVEL
 LD0112'ROAD, ACROSS RAILROAD TRACK, FOR 0.15 MILE TO THE STATION ON
 LD0112'THE RIGHT AT A TELEPHONE POLE WITH A TRIANGLE BLAZE.
 LD0112'
 LD0112'STATION MARK, A STANDARD DISK STAMPED KNOX 1959, IS SET IN
 LD0112'A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LD0112'OF THE GROUND.  THE MARK IS 40.6 FEET WEST OF THE TELEPHONE
 LD0112'POLE WITH THE TRIANGLE BLAZE, 38 FEET NORTH OF THE NORTH RAIL
 LD0112'OF THE RAILROAD TRACK, 31 FEET SOUTH OF THE APPROXIMATE CENTER
 LD0112'OF THE GRAVEL ROAD AND 2 FEET SOUTH OF A WITNESS POST.
 LD0112'
 LD0112'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED KNOX NO. 1
 LD0112'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 LD0112'WITH THE SURFACE OF THE GROUND.  THE MARK IS 27 FEET NORTH
 LD0112'OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 9.5 FEET WEST
 LD0112'OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE LINE.
 LD0112'
 LD0112'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED KNOX NO. 2
 LD0112'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 LD0112'WITH THE SURFACE OF THE GROUND.  THE MARK IS 39 FEET NORTH
 LD0112'OF THE NORTH RAIL OF THE RAILROAD TRACK, 35 FEET SOUTH OF THE
 LD0112'APPROXIMATE CENTER OF THE GRAVEL ROAD AND 3 FEET SOUTH-SOUTHWEST
 LD0112'OF A TELEPHONE POLE WITH A TRIANGLE BLAZE.
 LD0112'
 LD0112'NOTE--TRIANGULATION STATION GLISSON MAY BE USED AS AN AZIMUTH MARK.
 LD0112
 LD0112                          STATION RECOVERY (1959)
 LD0112
 LD0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LD0112'1.4 MI E FROM KNOXVILLE.
 LD0112'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0112'AT KNOXVILLE, THENCE 0.1 MILES EAST ALONG A GRAVEL ROAD, 29 FEET
 LD0112'SOUTH OF THE CENTER LINE OF THE ROAD, 38 FEET NORTH OF THE NORTH
 LD0112'RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 41 FEET WEST
 LD0112'OF TELEPHONE POLE WHICH IS THE 3RD POLE EAST OF THE CROSSING OF
 LD0112'THE TELEPHONE LINE AND THE RAILWAY, 2.0 FEET SOUTH OF A METAL
 LD0112'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN
 LD0112'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LD0112
 LD0112                          STATION RECOVERY (1979)
 LD0112
 LD0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LD0112'STATION MARK, RM 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE DIRECTION
 LD0112'TO THE RMS CHECKED.  THE DISTANCE TO RM 1 WAS SHORTER BY 0.03 FT.  RM
 LD0112'2 WAS SHORTER BY 0.07 FT. AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 LD0112'TIME USING THE 1935 1959 KNOXVILLE MUNICIPAL TANK AS AN AZIMUTH.  THE
 LD0112'TANK WAS VERIFIED.  THE ORIGINAL TOO REACH AND DESCRIPTION ARE
 LD0112'ADEQUATE TO RECOVER THE STATION.
 LD0112'
 LD0112'THE 1979 AZIMUTH MARK IS A STANDARD NGS DISK CEMENTED IN A DRILL HOLE
 LD0112'IN THE LOWER STEP OF THE SW END OF BRIDGE OF HIGHWAY 150 ACROSS
 LD0112'INTERSTATE HIGHWAY 74, 16 FT W OF THE CENTERLINE OF HIGHWAY
 LD0112'150.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON A GRAVELED
 LD0112'ROAD FOR 0.25 MILE TO JUNCTION WITH U.S. HIGHWAY 150.  TURN LEFT, GO N
 LD0112'ON THE HIGHWAY FOR 0.25 MILE TO THE BRIDGE AND MARK AS DESCRIBED.
 LD0112'
 LD0112'ADDITIONAL TO REACH STATION.  TO REACH FROM JUNCTION OF INTERSTATE
 LD0112'HIGHWAY 74 AND U.S. HIGHWAY 150 AT THE E EDGE OF KNOXVILLE, GO S ON
 LD0112'U.S. HIGHWAY 150 FOR 0.25 MILE TO A ROAD ON THE RIGHT.  TURN RIGHT,
 LD0112'GO W ON A GRAVELED ROAD FOR 0.25 MILE TO STATION ON THE LEFT AS
 LD0112'DESCRIBED.  STAMPED KNOX 1959 1979.
 LD0112
 LD0112                          STATION RECOVERY (1997)
 LD0112
 LD0112'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0623 ***********************************************************************
 MF0623  DESIGNATION -  KNOX
 MF0623  PID         -  MF0623
 MF0623  STATE/COUNTY-  IL/LA SALLE
 MF0623  USGS QUAD   -  MENDOTA EAST (1993)
 MF0623
 MF0623                         *CURRENT SURVEY CONTROL
 MF0623  ___________________________________________________________________
 MF0623* NAD 83(1997)-  41 33 19.65901(N)    089 06 47.95137(W)     ADJUSTED  
 MF0623* NAVD 88     -       225.496  (meters)     739.81   (feet)  ADJUSTED  
 MF0623  ___________________________________________________________________
 MF0623  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 MF0623  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0623  DYNAMIC HT  -         225.409 (meters)     739.53  (feet)  COMP
 MF0623  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 MF0623
 MF0623  HORZ ORDER  -  SECOND
 MF0623  VERT ORDER  -  FIRST     CLASS II
 MF0623
 MF0623.The horizontal coordinates were established by classical geodetic methods
 MF0623.and adjusted by the National Geodetic Survey in October 1999..
 MF0623
 MF0623.The orthometric height was determined by differential leveling
 MF0623.and adjusted by the National Geodetic Survey in June 1991..
 MF0623
 MF0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0623
 MF0623.The geoid height was determined by GEOID03.
 MF0623
 MF0623.The dynamic height is computed by dividing the NAVD 88
 MF0623.geopotential number by the normal gravity value computed on the
 MF0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0623.degrees latitude (g = 980.6199 gals.).
 MF0623
 MF0623.The modeled gravity was interpolated from observed gravity values.
 MF0623
 MF0623;                    North         East     Units Scale Factor Converg.
 MF0623;SPC IL E     -   543,023.143   234,931.092   MT  1.00002708   -0 31 02.7
 MF0623;SPC IL E     - 1,781,568.43    770,769.76   sFT  1.00002708   -0 31 02.7
 MF0623;SPC IL W     -   543,246.811   787,870.783   MT  1.00003616   +0 41 55.6
 MF0623;SPC IL W     - 1,782,302.25  2,584,872.73   sFT  1.00003616   +0 41 55.6
 MF0623;UTM  16      - 4,602,578.000   323,762.170   MT  0.99998224   -1 24 08.0
 MF0623
 MF0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0623!SPC IL E     -   0.99996981  x   1.00002708  =   0.99999689
 MF0623!SPC IL W     -   0.99996981  x   1.00003616  =   1.00000597
 MF0623!UTM  16      -   0.99996981  x   0.99998224  =   0.99995205
 MF0623
 MF0623|---------------------------------------------------------------------|
 MF0623| PID    Reference Object                     Distance      Geod. Az  |
 MF0623|                                                           dddmmss.s |
 MF0623| MF0624 KNOX RM                              22.030 METERS 22024     |
 MF0623| MF0663 SIMPSON                             485.551 METERS 2365747.5 |
 MF0623| MF1198 MENDOTA                             APPROX. 0.6 KM 3584848.8 |
 MF0623|---------------------------------------------------------------------|
 MF0623
 MF0623                          SUPERSEDED SURVEY CONTROL
 MF0623
 MF0623  NAD 83(1997)-  41 33 19.65909(N)    089 06 47.95148(W) AD(       ) 2
 MF0623  NAD 83(1986)-  41 33 19.66477(N)    089 06 47.95884(W) AD(       ) 2
 MF0623  NAD 27      -  41 33 19.55640(N)    089 06 47.67190(W) AD(       ) 2
 MF0623  NGVD 29 (??/??/92)  225.565  (m)          740.04   (f) ADJ UNCH    1 2
 MF0623
 MF0623.Superseded values are not recommended for survey control.
 MF0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0623.See file dsdata.txt to determine how the superseded data were derived.
 MF0623
 MF0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2376202578(NAD 83)
 MF0623_MARKER: DB = BENCH MARK DISK
 MF0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0623_STAMPING: 740.097 KNOX 1920
 MF0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0623+STABILITY: SURFACE MOTION
 MF0623
 MF0623  HISTORY     - Date     Condition        Report By
 MF0623  HISTORY     - 1920     MONUMENTED       CGS
 MF0623  HISTORY     - 1954     GOOD             CGS
 MF0623  HISTORY     - 1960     MARK NOT FOUND   NGS
 MF0623  HISTORY     - 1969     MARK NOT FOUND   NGS
 MF0623  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0623  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0623
 MF0623                          STATION DESCRIPTION
 MF0623
 MF0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0623'STATION IS ABOUT 3/4 MILE N OF THE RAILROAD STATION AT MENDOTA,
 MF0623'ON THE W SIDE OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY
 MF0623'TRACK, 25 YARDS E OF OVERHEAD BRIDGE V 48 1/2, AND 6.26 METERS
 MF0623'(20.54 FEET) W OF THE W AND NEAREST RAIL.  THE SURFACE AND
 MF0623'UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MF0623'THE REFERENCE MARK IS ON THE
 MF0623'SAME SIDE OF THE TRACK AND IS A STANDARD BRONZE DISK SET IN
 MF0623'THE CONCRETE ABUTMENT OF THE OVERHEAD BRIDGE, 22.03 METERS
 MF0623'(72.28 FEET) FROM THE STATION, S 40 DEG 24 MIN W.
 MF0623'THE ELEVATION OF THE STATION MARK IS 225.731 METERS (740.586
 MF0623'FEET) AND OF THE REFERENCE MARK 225.992 METERS (741.442
 MF0623'FEET).
 MF0623
 MF0623                          STATION RECOVERY (1954)
 MF0623
 MF0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0623'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 MF0623'AND THE 1920 DESCRIPTION IS ADEQUATE EXCEPT THE FOLLOWING--
 MF0623'
 MF0623'MILWAUKEE, ST. PAUL AND PACIFIC RAILROADS TO THE STATION JUST
 MF0623'N OF THE OVERPASS AND ON THE W SIDE OF THE TRACKS.
 MF0623
 MF0623                          STATION RECOVERY (1960)
 MF0623
 MF0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MF0623'AT MENDOTA.
 MF0623'AT MENDOTA, LA SALLE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 MF0623'PAUL AND PACIFIC RAILROAD, 0.8 MILE NORTH OF THE STATION, 25
 MF0623'YARDS EAST OF OVERHEAD BRIDGE V 48-1/2, AND 7 YARDS WEST OF
 MF0623'THE WEST RAIL.  A STANDARD TRIANGULATION-STATION DISK, STAMPED
 MF0623'740.097 KNOX 1920 AND SET IN THE TOP OF A CONCRETE POST.
 MF0623
 MF0623                          STATION RECOVERY (1969)
 MF0623
 MF0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0623'MARK NOT FOUND.
 MF0623
 MF0623                          STATION RECOVERY (1997)
 MF0623
 MF0623'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0623'MARK NOT FOUND.
 MF0623
 MF0623                          STATION RECOVERY (2002)
 MF0623
 MF0623'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0624 ***********************************************************************
 MF0624  DESIGNATION -  KNOX RM
 MF0624  PID         -  MF0624
 MF0624  STATE/COUNTY-  IL/LA SALLE
 MF0624  USGS QUAD   -  MENDOTA EAST (1993)
 MF0624
 MF0624                         *CURRENT SURVEY CONTROL
 MF0624  ___________________________________________________________________
 MF0624* NAD 83(1986)-  41 33 20.     (N)    089 06 48.     (W)     SCALED    
 MF0624* NAVD 88     -       225.756  (meters)     740.67   (feet)  POSTED    
 MF0624  ___________________________________________________________________
 MF0624  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0624  DYNAMIC HT  -         225.670 (meters)     740.39  (feet)  COMP
 MF0624  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 MF0624
 MF0624  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MF0624
 MF0624.The horizontal coordinates were scaled from a topographic map and have
 MF0624.an estimated accuracy of +/- 6 seconds.
 MF0624
 MF0624.The orthometric height was determined by differential leveling
 MF0624.and adjusted by the National Geodetic Survey in 1992..
 MF0624.No vertical observational check was made to the station.
 MF0624.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MF0624.was located on a no-check spur therefore a value was not computed.
 MF0624
 MF0624.The geoid height was determined by GEOID03.
 MF0624
 MF0624.The dynamic height is computed by dividing the NAVD 88
 MF0624.geopotential number by the normal gravity value computed on the
 MF0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0624.degrees latitude (g = 980.6199 gals.).
 MF0624
 MF0624.The modeled gravity was interpolated from observed gravity values.
 MF0624
 MF0624;                    North         East    Units  Estimated Accuracy
 MF0624;SPC IL E     -   543,030.      234,930.      MT  (+/- 180 meters Scaled)
 MF0624
 MF0624                          SUPERSEDED SURVEY CONTROL
 MF0624
 MF0624.No superseded survey control is available for this station.
 MF0624
 MF0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM237025(NAD 83)
 MF0624_MARKER: DR = REFERENCE MARK DISK
 MF0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0624_SP_SET: ABUTMENT
 MF0624_STAMPING: 740.953 KNOX 1920
 MF0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0624
 MF0624  HISTORY     - Date     Condition        Report By
 MF0624  HISTORY     - 1920     MONUMENTED       CGS
 MF0624  HISTORY     - 1960     MARK NOT FOUND   NGS
 MF0624  HISTORY     - 1969     MARK NOT FOUND   NGS
 MF0624  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0624  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF0624
 MF0624                          STATION DESCRIPTION
 MF0624
 MF0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0624'AT MENDOTA.
 MF0624'AT MENDOTA, LA SALLE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 MF0624'PAUL AND PACIFIC RAILROAD, 0.8 MILE NORTH OF THE STATION, IN
 MF0624'THE CONCRETE ABUTMENT OF OVERHEAD BRIDGE V 48-1/2, 24 YARDS IN
 MF0624'AZIMUTH 40 DEG 24 MIN FROM TRIANGULATION STATION KNOX, AND
 MF0624'WEST OF THE TRACK.  A STANDARD REFERENCE-MARK DISK, STAMPED
 MF0624'740.953 KNOX 1920.
 MF0624
 MF0624                          STATION RECOVERY (1969)
 MF0624
 MF0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0624'MARK NOT FOUND.
 MF0624
 MF0624                          STATION RECOVERY (1997)
 MF0624
 MF0624'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0624'MARK NOT FOUND.
 MF0624
 MF0624                          STATION RECOVERY (2002)
 MF0624
 MF0624'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0113 ***********************************************************************
 LD0113  DESIGNATION -  KNOX RM 1
 LD0113  PID         -  LD0113
 LD0113  STATE/COUNTY-  IL/KNOX
 LD0113  USGS QUAD   -  GALESBURG EAST (1982)
 LD0113
 LD0113                         *CURRENT SURVEY CONTROL
 LD0113  ___________________________________________________________________
 LD0113* NAD 83(1986)-  40 54 27.     (N)    090 15 20.     (W)     SCALED    
 LD0113* NAVD 88     -       231.135  (meters)     758.32   (feet)  ADJUSTED  
 LD0113  ___________________________________________________________________
 LD0113  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0113  DYNAMIC HT  -         231.032 (meters)     757.98  (feet)  COMP
 LD0113  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LD0113
 LD0113  VERT ORDER  -  SECOND    CLASS 0
 LD0113
 LD0113.The horizontal coordinates were scaled from a topographic map and have
 LD0113.an estimated accuracy of +/- 6 seconds.
 LD0113
 LD0113.The orthometric height was determined by differential leveling
 LD0113.and adjusted by the National Geodetic Survey in June 1991..
 LD0113
 LD0113.The geoid height was determined by GEOID03.
 LD0113
 LD0113.The dynamic height is computed by dividing the NAVD 88
 LD0113.geopotential number by the normal gravity value computed on the
 LD0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0113.degrees latitude (g = 980.6199 gals.).
 LD0113
 LD0113.The modeled gravity was interpolated from observed gravity values.
 LD0113
 LD0113;                    North         East    Units  Estimated Accuracy
 LD0113;SPC IL W     -   470,760.      692,510.      MT  (+/- 180 meters Scaled)
 LD0113
 LD0113                          SUPERSEDED SURVEY CONTROL
 LD0113
 LD0113  NGVD 29 (??/??/92)  231.194  (m)          758.51   (f) ADJ UNCH    2 0
 LD0113
 LD0113.Superseded values are not recommended for survey control.
 LD0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0113.See file dsdata.txt to determine how the superseded data were derived.
 LD0113
 LD0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF311321(NAD 83)
 LD0113_MARKER: DR = REFERENCE MARK DISK
 LD0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0113_STAMPING: KNOX NO 1 1959
 LD0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0113+STABILITY: SURFACE MOTION
 LD0113
 LD0113  HISTORY     - Date     Condition        Report By
 LD0113  HISTORY     - 1959     MONUMENTED       CGS
 LD0113  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0113
 LD0113                          STATION DESCRIPTION
 LD0113
 LD0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0113'1.4 MI E FROM KNOXVILLE.
 LD0113'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0113'AT KNOXVILLE, THENCE 0.1 MILES EAST ALONG A GRAVEL ROAD, 27 FEET
 LD0113'NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF FENCE LINE,
 LD0113'98 FEET NORTH OF THE NORTH RAIL OF THE ATCHISON, TOPEKA AND SANTA
 LD0113'FE RAILWAY, 65 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM A
 LD0113'TELEPHONE POLE WHICH IS THE 3RD POLE EAST OF THE CROSSING OF THE
 LD0113'TELEPHONE LINE AND THE RAILWAY, 59.3 FEET NORTH-NORTHEAST OF
 LD0113'TRIANGULATION STATION KNOX, 57.3 FEET NORTH-NORTHEAST OF A METAL
 LD0113'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN
 LD0113'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LD0113
 LD0113                          STATION RECOVERY (1997)
 LD0113
 LD0113'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0114 ***********************************************************************
 LD0114  DESIGNATION -  KNOX RM 2
 LD0114  PID         -  LD0114
 LD0114  STATE/COUNTY-  IL/KNOX
 LD0114  USGS QUAD   -  GALESBURG EAST (1982)
 LD0114
 LD0114                         *CURRENT SURVEY CONTROL
 LD0114  ___________________________________________________________________
 LD0114* NAD 83(1986)-  40 54 27.     (N)    090 15 20.     (W)     SCALED    
 LD0114* NAVD 88     -       231.399  (meters)     759.18   (feet)  ADJUSTED  
 LD0114  ___________________________________________________________________
 LD0114  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0114  DYNAMIC HT  -         231.295 (meters)     758.84  (feet)  COMP
 LD0114  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LD0114
 LD0114  VERT ORDER  -  SECOND    CLASS 0
 LD0114
 LD0114.The horizontal coordinates were scaled from a topographic map and have
 LD0114.an estimated accuracy of +/- 6 seconds.
 LD0114
 LD0114.The orthometric height was determined by differential leveling
 LD0114.and adjusted by the National Geodetic Survey in June 1991..
 LD0114
 LD0114.The geoid height was determined by GEOID03.
 LD0114
 LD0114.The dynamic height is computed by dividing the NAVD 88
 LD0114.geopotential number by the normal gravity value computed on the
 LD0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0114.degrees latitude (g = 980.6199 gals.).
 LD0114
 LD0114.The modeled gravity was interpolated from observed gravity values.
 LD0114
 LD0114;                    North         East    Units  Estimated Accuracy
 LD0114;SPC IL W     -   470,760.      692,510.      MT  (+/- 180 meters Scaled)
 LD0114
 LD0114                          SUPERSEDED SURVEY CONTROL
 LD0114
 LD0114  NGVD 29 (??/??/92)  231.458  (m)          759.38   (f) ADJ UNCH    2 0
 LD0114
 LD0114.Superseded values are not recommended for survey control.
 LD0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0114.See file dsdata.txt to determine how the superseded data were derived.
 LD0114
 LD0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF311321(NAD 83)
 LD0114_MARKER: DR = REFERENCE MARK DISK
 LD0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0114_STAMPING: KNOX NO 2 1959
 LD0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0114+STABILITY: SURFACE MOTION
 LD0114
 LD0114  HISTORY     - Date     Condition        Report By
 LD0114  HISTORY     - 1959     MONUMENTED       CGS
 LD0114  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0114
 LD0114                          STATION DESCRIPTION
 LD0114
 LD0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0114'1.4 MI E FROM KNOXVILLE.
 LD0114'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0114'AT KNOXVILLE, THENCE 0.1 MILES EAST ALONG A GRAVEL ROAD, 36 FEET
 LD0114'SOUTH OF THE CENTER LINE OF THE ROAD, 39 FEET NORTH OF THE NORTH
 LD0114'RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 3 FEET
 LD0114'SOUTH-SOUTHWEST OF TELEPHONE POLE WHICH IS THE 3RD POLE EAST OF THE
 LD0114'CROSSING OF THE TELEPHONE LINE AND THE RAILWAY, 39.6 FEET EAST OF
 LD0114'TRIANGULATION STATION KNOX, 39.8 FEET EAST OF A METAL WITNESS
 LD0114'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP
 LD0114'OF A CONCRETE POST FLUSH WITH THE GROUND.
 LD0114
 LD0114                          STATION RECOVERY (1997)
 LD0114
 LD0114'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0107 ***********************************************************************
 LD0107  CBN         -  This is a Cooperative Base Network Control Station.
 LD0107  DESIGNATION -  KNOXVILLE
 LD0107  PID         -  LD0107
 LD0107  STATE/COUNTY-  IL/KNOX
 LD0107  USGS QUAD   -  GALESBURG EAST (1982)
 LD0107
 LD0107                         *CURRENT SURVEY CONTROL
 LD0107  ___________________________________________________________________
 LD0107* NAD 83(1997)-  40 54 28.88883(N)    090 16 40.34130(W)     ADJUSTED  
 LD0107* NAVD 88     -       236.013  (meters)     774.32   (feet)  ADJUSTED  
 LD0107  ___________________________________________________________________
 LD0107  X           -     -23,411.982 (meters)                     COMP
 LD0107  Y           -  -4,827,382.535 (meters)                     COMP
 LD0107  Z           -   4,154,842.039 (meters)                     COMP
 LD0107  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 LD0107  ELLIP HEIGHT-         202.98  (meters)          (10/15/04) GPS OBS
 LD0107  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0107  DYNAMIC HT  -         235.908 (meters)     773.97  (feet)  COMP
 LD0107  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LD0107
 LD0107  HORZ ORDER  -  B
 LD0107  VERT ORDER  -  SECOND    CLASS 0
 LD0107  ELLP ORDER  -  FOURTH    CLASS II
 LD0107
 LD0107.The horizontal coordinates were established by GPS observations
 LD0107.and adjusted by the National Geodetic Survey in July 1998..
 LD0107
 LD0107.The orthometric height was determined by differential leveling
 LD0107.and adjusted by the National Geodetic Survey in June 1991..
 LD0107
 LD0107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0107
 LD0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0107
 LD0107.The ellipsoidal height was determined by GPS observations
 LD0107.and is referenced to NAD 83.
 LD0107
 LD0107.The geoid height was determined by GEOID03.
 LD0107
 LD0107.The dynamic height is computed by dividing the NAVD 88
 LD0107.geopotential number by the normal gravity value computed on the
 LD0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0107.degrees latitude (g = 980.6199 gals.).
 LD0107
 LD0107.The modeled gravity was interpolated from observed gravity values.
 LD0107
 LD0107;                    North         East     Units Scale Factor Converg.
 LD0107;SPC IL W     -   470,817.944   690,631.226   MT  0.99994226   -0 04 22.2
 LD0107;SPC IL W     - 1,544,675.20  2,265,845.95   sFT  0.99994226   -0 04 22.2
 LD0107;UTM  15      - 4,532,114.891   729,265.472   MT  1.00024699   +1 47 00.1
 LD0107
 LD0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0107!SPC IL W     -   0.99996816  x   0.99994226  =   0.99991042
 LD0107!UTM  15      -   0.99996816  x   1.00024699  =   1.00021514
 LD0107
 LD0107:                Primary Azimuth Mark                     Grid Az
 LD0107:SPC IL W     -  DAHINDA SINCLAIR PLINE CO STK            079 13 13.2
 LD0107:UTM  15      -  DAHINDA SINCLAIR PLINE CO STK            077 21 50.9
 LD0107
 LD0107|---------------------------------------------------------------------|
 LD0107| PID    Reference Object                     Distance      Geod. Az  |
 LD0107|                                                           dddmmss.s |
 LD0107| LD0699 DAHINDA SINCLAIR PLINE CO STK       APPROX.13.1 KM 0790851.0 |
 LD0107| CL9686 KNOXVILLE AZ MK                                    0930848.3 |
 LD0107| LD0109 KNOXVILLE RM 1                       32.190 METERS 13603     |
 LD0107| LD0721 ABINGDON AMER SANITARY CO TK        APPROX.13.9 KM 2175150.0 |
 LD0107| LD0720 ABINGDON MUNICIPAL TANK             APPROX.15.2 KM 2205811.6 |
 LD0107| LD0108 KNOXVILLE RM 2                       32.357 METERS 22435     |
 LD0107| LD0723 GALESBURG CBQRR TIE TREAT STK       APPROX. 9.6 KM 2631636.6 |
 LD0107| LD0713 KNOXVILLE HIGH SCHOOL CUPOLA        405.857 METERS 2734807.6 |
 LD0107| LD0714 GALESBURG CBQ RR POWERHSE STK       APPROX. 8.3 KM 2962447.9 |
 LD0107| LD0711 GALESBURG CORP CHRISTI CATH CH      APPROX. 8.6 KM 2975044.2 |
 LD0107| LD0719 GALESBURG WESTERN ICE CO STACK      APPROX. 8.2 KM 2991801.5 |
 LD0107| LD0106 KNOXVILLE RM 3                       40.847 METERS 29936     |
 LD0107| LD0717 GALESBURG ILL PWR AND L CO STK      APPROX. 9.3 KM 2993949.8 |
 LD0107| LD0709 GALESBURG O E JOHNSON DEPT STORE TA APPROX. 8.9 KM 3001008.2 |
 LD0107| LD0708 KNOXVILLE ST MARYS SCH CUPOLA       APPROX. 0.8 KM 3221738.7 |
 LD0107| LD0712 KNOXVILLE MUNICIPAL TANK            307.404 METERS 33053     |
 LD0107| LD0105 KNOXVILLE AZ MK RESET                              3591003.8 |
 LD0107|---------------------------------------------------------------------|
 LD0107
 LD0107                          SUPERSEDED SURVEY CONTROL
 LD0107
 LD0107  ELLIP H (07/17/98)  203.00   (m)                       GP(       ) 4 1
 LD0107  NAD 83(1986)-  40 54 28.89297(N)    090 16 40.35320(W) AD(       ) 1
 LD0107  NAD 27      -  40 54 28.75500(N)    090 16 39.89500(W) AD(       ) 1
 LD0107  NAVD 88 (07/17/98)  236.01   (m)          774.3    (f) LEVELING    3  
 LD0107  NGVD 29 (??/??/92)  236.071  (m)          774.51   (f) ADJ UNCH    2 0
 LD0107
 LD0107.Superseded values are not recommended for survey control.
 LD0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0107.See file dsdata.txt to determine how the superseded data were derived.
 LD0107
 LD0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2926532115(NAD 83)
 LD0107_MARKER: DS = TRIANGULATION STATION DISK
 LD0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0107_STAMPING: KNOXVILLE 1935
 LD0107_MARK LOGO: CGS   
 LD0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0107+STABILITY: SURFACE MOTION
 LD0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0107+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 LD0107
 LD0107  HISTORY     - Date     Condition        Report By
 LD0107  HISTORY     - 1935     MONUMENTED       CGS
 LD0107  HISTORY     - 1939     GOOD             CGS
 LD0107  HISTORY     - 1959     GOOD             CGS
 LD0107  HISTORY     - 1959     GOOD             NGS
 LD0107  HISTORY     - 19970426 GOOD             NGS
 LD0107  HISTORY     - 19971112 GOOD             USPSQD
 LD0107  HISTORY     - 20051101 GOOD             ILDT
 LD0107
 LD0107                          STATION DESCRIPTION
 LD0107
 LD0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0107'THIS STATION IS IN THE EASTERN PART OF KNOXVILLE ABOUT 0.1
 LD0107'MILE EAST OF THE BUSINESS DISTRICT, AT THE INTERSECTION OF
 LD0107'EAST MAIN AND ORANGE STREETS, ON GRASSY PLOT BETWEEN THE
 LD0107'SIDEWALK AND CURB OF EAST MAIN STREET AT NORTHEAST CORNER.
 LD0107'71 FEET EAST OF FIRE HYDRANT ON NORTHWEST CORNER OF INTERSECTION.
 LD0107'17 FEET NORTH OF EAST MAIN STREET CURB.  21 FEET EAST OF ORANGE
 LD0107'STREET CURB.  12 FEET SOUTH OF EAST MAIN STREET SIDEWALK.
 LD0107'90 FEET SOUTHWEST OF ENTRANCE TO HOUSE NO. 503 ON EAST MAIN
 LD0107'STREET.  THE MARK IS FLUSH.
 LD0107'
 LD0107'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LD0107'BRONZE DISKS SET IN CONCRETE.
 LD0107'
 LD0107'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 28 FEET SOUTH OF
 LD0107'SOUTH CURB ON EAST MAIN STREET, 6 INCHES NORTH OF SIDEWALK.
 LD0107'IN FRONT OF HOUSE NO. 504.  THE MARK IS FLUSH.
 LD0107'
 LD0107'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION 26 FEET SOUTH
 LD0107'OF CURB AT T-INTERSECTION OF EAST MAIN AND ORANGE STREETS.
 LD0107'52 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE NO. 408 ON
 LD0107'EAST MAIN STREET.  1 FOOT NORTH OF EAST MAIN STREET SIDEWALK
 LD0107'AND 4 FEET EAST-SOUTHEAST OF 24-INCH ELM TREE.  THE MARK IS
 LD0107'FLUSH.
 LD0107'
 LD0107'THE AZIMUTH MARK IS EAST OF THE STATION AT THE SOUTHEAST CORNER OF
 LD0107'THE INTERSECTION OF EAST MAIN AND MORRIS STREETS.  3 FEET FROM
 LD0107'CURB LINE.  15 FEET NORTH OF EAST MAIN SIDEWALK.  3 FEET
 LD0107'NORTH-NORTHEAST OF UTILITIES POLE.  THE MARK IS FLUSH.
 LD0107'
 LD0107'LIGHTS 100 FEET ABOVE STATIONS ENGLE AND GALESBURG COME INTO
 LD0107'VIEW 90 FEET ABOVE THIS STATION.
 LD0107'
 LD0107'LIGHTS 100 FEET ABOVE STATIONS GEHRING AND VICTORIA COME INTO
 LD0107'VIEW 64 FEET ABOVE THIS STATION.
 LD0107
 LD0107                          STATION RECOVERY (1939)
 LD0107
 LD0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LD0107'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 LD0107'AZIMUTH MARK WERE RECOVERED IN ACCORDANCE WITH THE ORIGINAL
 LD0107'DESCRIPTION AND FOUND TO BE IN GOOD CONDITION.  THE PROPERTY
 LD0107'OWNER, WHO LIVES IN THE TOWN OF KNOXVILLE, WOULD NOT GIVE
 LD0107'PERMISSION TO BUILD A TOWER OVER THE MARK SO THE STATION WAS
 LD0107'OCCUPIED ECCENTRICALLY.
 LD0107'
 LD0107'THE STATION IS IN THE EASTERN PART OF KNOXVILLE, ABOUT 0.1
 LD0107'MILE EAST OF THE BUSINESS DISTRICT, AT THE INTERSECTION OF
 LD0107'EAST MAIN STREET AND ORANGE STREET, ON A GRASSY PLOT BETWEEN
 LD0107'THE SIDEWALK AND THE CURB OF EAST MAIN STREET AT THE NORTHEAST
 LD0107'CORNER.  71 FEET EAST OF A FIRE HYDRANT AT THE NORTHWEST CORNER
 LD0107'OF THE INTERSECTION, 17 FEET NORTH OF THE NORTH CURB OF EAST
 LD0107'MAIN STREET.  21 FEET EAST OF THE EAST CURB OF ORANGE STREET.
 LD0107'AND 12 FEET SOUTH OF THE EAST MAIN STREET SIDEWALK.  THE MARK
 LD0107'IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LD0107'IS STAMPED KNOXVILLE 1935.
 LD0107'
 LD0107'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE EAST OF THE STATION
 LD0107'AT THE SOUTHEAST CORNER OF THE INTERSECTION OF EAST MAIN AND
 LD0107'MORRIS STREETS.  3 FEET EAST OF THE EAST CURB OF MORRIS STREET.
 LD0107'15 FEET NORTH OF THE EAST MAIN STREET SIDEWALK.  AND 3 FEET
 LD0107'NORTH-NORTHEAST OF A LIGHT POLE.  THE MARK IS FLUSH
 LD0107'WITH THE SURFACE OF THE GROUND AND IS STAMPED KNOXVILLE
 LD0107'AZIMUTH 1935.
 LD0107'
 LD0107'REFERENCE MARK NO. 1 IS 105.64 FEET, 32.197 METERS, SOUTHEAST
 LD0107'OF THE STATION.  28 FEET SOUTH OF THE SOUTH CURB OF EAST MAIN
 LD0107'STREET.  AND 6 INCHES NORTH OF THE SIDEWALK.  THE MARK
 LD0107'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 LD0107'KNOXVILLE NO 1 1935.
 LD0107'
 LD0107'REFERENCE MARK NO. 2 IS 32.357 METERS, 106.16 FEET, SOUTHWEST
 LD0107'OF THE STATION, 26 FEET SOUTH OF THE CURB AT THE T-INTERSECTION
 LD0107'OF EAST MAIN STREET AND ORANGE STREET, 4 FEET EAST-SOUTHEAST
 LD0107'OF A 24-INCH ELM TREE, AND 1 FOOT NORTH OF EAST MAIN STREET
 LD0107'SIDEWALK.  THE MARK IS FLUSH WITH THE SURFACE OF
 LD0107'THE GROUND AND IS STAMPED KNOXVILLE NO 2 1935.
 LD0107'
 LD0107'A 90-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 LD0107
 LD0107                          STATION RECOVERY (1959)
 LD0107
 LD0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0107'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LD0107'FOUND TO BE IN GOOD CONDITION.
 LD0107'
 LD0107'THE DISTANCE TO REFERENCE MARK NUMBER 2 WAS NOT MEASURED OR
 LD0107'OBSERVED AT THIS TIME BECAUSE OF POWER LINE POLE ON LINE.
 LD0107'
 LD0107'THE DISTANCE AND DIRECTION TO REFERENCE MARK NUMBER 1 WAS
 LD0107'CHECKED AND FOUND TO BE CORRECT.
 LD0107'
 LD0107'THE AZIMUTH MARK HAS BEEN COVERED BY PAVEMENT, A TEMPORARY
 LD0107'POINT WAS HELD AND THE DIRECTION CHECKED.
 LD0107'
 LD0107'A NEW AZIMUTH MARK WAS ESTABLISHED, IT IS 23.6 FEET SOUTH
 LD0107'OF THE SOUTH RAIL OF RAILROAD TRACKS, 18 FEET EAST OF THE
 LD0107'APPROXIMATE CENTER OF ROAD, 4.5 FEET EAST OF RAILROAD CROSSING
 LD0107'SIGN AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 LD0107'AZIMUTH MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST
 LD0107'SET FLUSH AND THE DISK IS STAMPED KNOXVILLE 1935 RESET 1959.
 LD0107'
 LD0107'TO REACH THE AZIMUTH FROM THE STATION GO NORTH ON ORANGE STREET
 LD0107'FOR 0.25 MILE TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LD0107'
 LD0107'REFERENCE MARK NO. 3 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 LD0107'IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 LD0107'12 X 12 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED
 LD0107'KNOXVILLE NO. 3 1935.  IT IS 105 FEET SOUTHEAST OF THE SOUTHEAST
 LD0107'CORNER OF THE ILLINOIS P.E.O. HOME, 99 FEET NORTH OF THE
 LD0107'APPROXIMATE CENTER OF MAIN STREET, 82 FEET WEST OF ORANGE
 LD0107'STREET, 73.5 FEET NORTHWEST OF A FIRE HYDRANT AND 17 FEET
 LD0107'SOUTH OF THE APPROXIMATE CENTER OF DRIVEWAY.
 LD0107'
 LD0107'THE ORIGINAL DESCRIPTION ADEQUATE.
 LD0107
 LD0107                          STATION RECOVERY (1959)
 LD0107
 LD0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LD0107'AT KNOXVILLE.
 LD0107'AT KNOXVILLE, AT THE JUNCTION OF EAST MAIN STREET AND ORANGE STREET,
 LD0107'NEAR THE KNOXVILLE P.E.O. HOME, 32 FEET NORTH OF THE CENTER LINE
 LD0107'OF EAST MAIN STREET, 37 FEET EAST OF THE CENTER LINE OF ORANGE
 LD0107'STREET, 71 FEET EAST AND ACROSS ORANGE STREET FROM A FIRE HYDRANT,
 LD0107'12 FEET SOUTH OF THE SOUTH EDGE OF SIDEWALK, 50 FEET NORTHEAST
 LD0107'OF THE CENTERLINE OF THE INTERSECTION, ABOUT 1/2 FOOT ABOVE
 LD0107'THE LEVEL OF EAST MAIN STREET, SET IN THE TOP OF A CONCRETE POST
 LD0107'FLUSH WITH THE GROUND.
 LD0107
 LD0107                          STATION RECOVERY (1997)
 LD0107
 LD0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LD0107'THE STATION IS LOCATED IN THE EAST PART OF KNOXVILLE ABOUT 0.1 MI (0.2
 LD0107'KM) EAST OF THE BUSINESS DISTRICT, ALONG U.S. HIGHWAY 150 WHICH IS
 LD0107'MAIN STREET, AT THE T-INTERSECTION OF ORANGE STREET, IN A GRASS STRIP
 LD0107'BETWEEN THE NORTH CURB AND SIDEWALK OF EAST MAIN STREET.  IT IS 9.8 M
 LD0107'(32.2 FT) NORTH OF THE CENTER OF EAST MAIN STREET, 11.3 M (37.1 FT)
 LD0107'EAST OF THE CENTER OF ORANGE STREET, 21.6 M (70.9 FT) EAST AND ACROSS
 LD0107'ORANGE STREET FROM A FIRE HYDRANT, 3.6 M (11.8 FT) SOUTH OF THE SOUTH
 LD0107'EDGE OF THE SIDEWALK, 15.2 M (49.9 FT) NORTHEAST OF THE CENTER OF THE
 LD0107'INTERSECTION, AND 27.4 M (89.9 FT) SOUTHWEST OF ENTRANCE TO HOUSE NO.
 LD0107'503 EAST MAIN.
 LD0107
 LD0107                          STATION RECOVERY (1997)
 LD0107
 LD0107'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0107'RECOVERED IN GOOD CONDITION.
 LD0107
 LD0107                          STATION RECOVERY (2005)
 LD0107
 LD0107'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005
 LD0107'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0105 ***********************************************************************
 LD0105  DESIGNATION -  KNOXVILLE AZ MK RESET
 LD0105  PID         -  LD0105
 LD0105  STATE/COUNTY-  IL/KNOX
 LD0105  USGS QUAD   -  GALESBURG EAST (1982)
 LD0105
 LD0105                         *CURRENT SURVEY CONTROL
 LD0105  ___________________________________________________________________
 LD0105* NAD 83(1986)-  40 54 39.     (N)    090 16 40.     (W)     SCALED    
 LD0105* NAVD 88     -       235.955  (meters)     774.13   (feet)  ADJUSTED  
 LD0105  ___________________________________________________________________
 LD0105  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0105  DYNAMIC HT  -         235.850 (meters)     773.78  (feet)  COMP
 LD0105  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 LD0105
 LD0105  VERT ORDER  -  SECOND    CLASS 0
 LD0105
 LD0105.The horizontal coordinates were scaled from a topographic map and have
 LD0105.an estimated accuracy of +/- 6 seconds.
 LD0105
 LD0105.The orthometric height was determined by differential leveling
 LD0105.and adjusted by the National Geodetic Survey in June 1991..
 LD0105
 LD0105.The geoid height was determined by GEOID03.
 LD0105
 LD0105.The dynamic height is computed by dividing the NAVD 88
 LD0105.geopotential number by the normal gravity value computed on the
 LD0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0105.degrees latitude (g = 980.6199 gals.).
 LD0105
 LD0105.The modeled gravity was interpolated from observed gravity values.
 LD0105
 LD0105;                    North         East    Units  Estimated Accuracy
 LD0105;SPC IL W     -   471,130.      690,640.      MT  (+/- 180 meters Scaled)
 LD0105
 LD0105                          SUPERSEDED SURVEY CONTROL
 LD0105
 LD0105  NGVD 29 (??/??/92)  236.013  (m)          774.32   (f) ADJ UNCH    2 0
 LD0105
 LD0105.Superseded values are not recommended for survey control.
 LD0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0105.See file dsdata.txt to determine how the superseded data were derived.
 LD0105
 LD0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF292324(NAD 83)
 LD0105_MARKER: DZ = AZIMUTH MARK DISK
 LD0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0105_STAMPING: KNOXVILLE 1935 RESET 1959
 LD0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0105+STABILITY: SURFACE MOTION
 LD0105
 LD0105  HISTORY     - Date     Condition        Report By
 LD0105  HISTORY     - 1959     MONUMENTED       CGS
 LD0105  HISTORY     - 19971112 GOOD             USPSQD
 LD0105
 LD0105                          STATION DESCRIPTION
 LD0105
 LD0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0105'0.4 MI NE FROM KNOXVILLE.
 LD0105'ABOUT 0.25 MILES EAST ALONG U.S. 150 FROM THE POST OFFICE AT
 LD0105'KNOXVILLE, THENCE 0.2 MILES NORTH ALONG ORANGE STREET, 18 FEET
 LD0105'EAST OF THE CENTER LINE OF ORANGE STREET, 33 FEET SOUTH OF THE
 LD0105'SOUTH RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 4.6 FEET
 LD0105'EAST OF A CONCRETE CROSSING SIGN POST, 2.2 FEET NORTH OF A METAL
 LD0105'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, SET IN THE
 LD0105'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LD0105
 LD0105                          STATION RECOVERY (1997)
 LD0105
 LD0105'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0718 ***********************************************************************
 LD0718  DESIGNATION -  KNOXVILLE CO NURSING HOME TANK
 LD0718  PID         -  LD0718
 LD0718  STATE/COUNTY-  IL/KNOX
 LD0718  USGS QUAD   -  GALESBURG EAST (1982)
 LD0718
 LD0718                         *CURRENT SURVEY CONTROL
 LD0718  ___________________________________________________________________
 LD0718* NAD 83(1997)-  40 55 07.40780(N)    090 17 09.33807(W)     ADJUSTED  
 LD0718* NAVD 88     -                                                        
 LD0718  ___________________________________________________________________
 LD0718  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LD0718  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0718
 LD0718  HORZ ORDER  -  THIRD
 LD0718
 LD0718.The horizontal coordinates were established by classical geodetic methods
 LD0718.and adjusted by the National Geodetic Survey in October 1999..
 LD0718
 LD0718
 LD0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0718
 LD0718.The geoid height was determined by GEOID03.
 LD0718
 LD0718;                    North         East     Units Scale Factor Converg.
 LD0718;SPC IL W     -   472,006.995   689,954.264   MT  0.99994242   -0 04 41.2
 LD0718;SPC IL W     - 1,548,576.28  2,263,624.95   sFT  0.99994242   -0 04 41.2
 LD0718;UTM  15      - 4,533,281.742   728,550.131   MT  1.00024296   +1 46 42.4
 LD0718
 LD0718                          SUPERSEDED SURVEY CONTROL
 LD0718
 LD0718  NAD 83(1997)-  40 55 07.40761(N)    090 17 09.33803(W) AD(       ) 4
 LD0718  NAD 83(1986)-  40 55 07.41208(N)    090 17 09.35046(W) AD(       ) 4
 LD0718  NAD 27      -  40 55 07.27900(N)    090 17 08.89400(W) AD(       ) 3
 LD0718
 LD0718.Superseded values are not recommended for survey control.
 LD0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0718.See file dsdata.txt to determine how the superseded data were derived.
 LD0718
 LD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2855033282(NAD 83)
 LD0718_MARKER: 53 = ELEVATED TANK
 LD0718
 LD0718  HISTORY     - Date     Condition        Report By
 LD0718  HISTORY     - 1959     FIRST OBSERVED   CGS
 LD0718  HISTORY     - 1979     GOOD             NGS
 LD0718  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0718
 LD0718                          STATION DESCRIPTION
 LD0718
 LD0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0718'THE STATION IS AT THE NORTH EDGE OF KNOXVILLE AND AT THE
 LD0718'WEST SIDE OF THE KNOX COUNTY NURSING HOME.
 LD0718'
 LD0718'THE STATION IS OF STEEL CONSTRUCTION, HAS FOUR LEGS, PAINTED
 LD0718'GRAY AND IS 120 FEET HIGH.
 LD0718'
 LD0718'THE POINT INTERSECTED WAS THE LARGE PIPE IN THE TOP CENTER
 LD0718'OF TANK.
 LD0718'
 LD0718'TO REACH THE STATION FROM THE POST OFFICE IN KNOXVILLE, GO WEST
 LD0718'ON MAIN STREET FOR 0.1 MILE, TURN RIGHT AND GO NORTH FOR 0.65
 LD0718'MILE TO DRIVEWAY AND KNOX COUNTY NURSING HOME ON LEFT.  TURN
 LD0718'LEFT AND FOLLOW DRIVEWAY FOR 0.2 MILE TO WEST SIDE OF BUILDINGS
 LD0718'AND THE STATION.
 LD0718
 LD0718                          STATION RECOVERY (1979)
 LD0718
 LD0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LD0718'STATION RECOVERED, AN AS DESCRIBED IN 1959, IN GOOD CONDITION.
 LD0718
 LD0718                          STATION RECOVERY (1997)
 LD0718
 LD0718'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0713 ***********************************************************************
 LD0713  DESIGNATION -  KNOXVILLE HIGH SCHOOL CUPOLA
 LD0713  PID         -  LD0713
 LD0713  STATE/COUNTY-  IL/KNOX
 LD0713  USGS QUAD   -  GALESBURG EAST (1982)
 LD0713
 LD0713                         *CURRENT SURVEY CONTROL
 LD0713  ___________________________________________________________________
 LD0713* NAD 83(1997)-  40 54 29.76090(N)    090 16 57.64505(W)     ADJUSTED  
 LD0713* NAVD 88     -                                                        
 LD0713  ___________________________________________________________________
 LD0713  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LD0713  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0713
 LD0713  HORZ ORDER  -  THIRD
 LD0713
 LD0713.The horizontal coordinates were established by classical geodetic methods
 LD0713.and adjusted by the National Geodetic Survey in October 1999..
 LD0713
 LD0713
 LD0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0713
 LD0713.The geoid height was determined by GEOID03.
 LD0713
 LD0713;                    North         East     Units Scale Factor Converg.
 LD0713;SPC IL W     -   470,845.369   690,226.320   MT  0.99994235   -0 04 33.5
 LD0713;SPC IL W     - 1,544,765.18  2,264,517.52   sFT  0.99994235   -0 04 33.5
 LD0713;UTM  15      - 4,532,129.192   728,859.767   MT  1.00024470   +1 46 48.7
 LD0713
 LD0713                          SUPERSEDED SURVEY CONTROL
 LD0713
 LD0713  NAD 83(1997)-  40 54 29.76088(N)    090 16 57.64513(W) AD(       ) 4
 LD0713  NAD 83(1986)-  40 54 29.76491(N)    090 16 57.65667(W) AD(       ) 4
 LD0713  NAD 27      -  40 54 29.62600(N)    090 16 57.19500(W) AD(       ) 3
 LD0713
 LD0713.Superseded values are not recommended for survey control.
 LD0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0713.See file dsdata.txt to determine how the superseded data were derived.
 LD0713
 LD0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2886032129(NAD 83)
 LD0713_MARKER: 86 = CUPOLA
 LD0713
 LD0713  HISTORY     - Date     Condition        Report By
 LD0713  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0713  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0713
 LD0713                          STATION DESCRIPTION
 LD0713
 LD0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0713'THIS STATION IS THE CUPOLA ON THE FRONT (SOUTH SIDE) OF
 LD0713'THE KNOXVILLE HIGH SCHOOL, IN THE TOWN OF KNOXVILLE, LOCATED
 LD0713'ABOUT 120 FEET N OF THE CENTER LINE OF MAIN STREET, AND
 LD0713'ABOUT 110 FEET W OF THE CENTER LINE OF HIBBARD STREET, IN
 LD0713'SEC. 28, T 11 N, R 2 E.  THE BUILDING WAS ERECTED IN 1875,
 LD0713'AND THE CUPOLA IS FAIRLY PROMINENT.
 LD0713'
 LD0713'THE BUILDING IS ABOUT 60 FEET HIGH.  THE CUPOLA HAS A SQUARE
 LD0713'WHITE WOODEN BASE ABOUT TWO FEET HIGH.  IT IS A SQUARE WHITE
 LD0713'WOODEN STRUCTURE WITH AN ARCHED OPENING IN EACH SIDE AND
 LD0713'A CLOCK DIAL SET ABOVE EACH OPENING.  THIS SECTION IS ABOUT
 LD0713'10 FEET HIGH.  THERE IS A LEDGE AROUND THE TOP.  THE FOUR-SIDED
 LD0713'CONCAVE PYRAMIDAL ROOF IS ABOUT 4 FEET HIGH AND HAS A 2-FOOT
 LD0713'FOUR-SIDED PYRAMID SET AT THE APEX, ON WHICH THERE IS A
 LD0713'BALL AND FINIAL WITH ARROW.  TOTAL HEIGHT IS ABOUT 80 FEET.
 LD0713
 LD0713                          STATION RECOVERY (1997)
 LD0713
 LD0713'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0712 ***********************************************************************
 LD0712  DESIGNATION -  KNOXVILLE MUNICIPAL TANK
 LD0712  PID         -  LD0712
 LD0712  STATE/COUNTY-  IL/KNOX
 LD0712  USGS QUAD   -  GALESBURG EAST (1982)
 LD0712
 LD0712                         *CURRENT SURVEY CONTROL
 LD0712  ___________________________________________________________________
 LD0712* NAD 83(1997)-  40 54 37.59512(N)    090 16 46.73184(W)     ADJUSTED  
 LD0712* NAVD 88     -                                                        
 LD0712  ___________________________________________________________________
 LD0712  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 LD0712  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0712
 LD0712  HORZ ORDER  -  THIRD
 LD0712
 LD0712.The horizontal coordinates were established by classical geodetic methods
 LD0712.and adjusted by the National Geodetic Survey in October 1999..
 LD0712
 LD0712
 LD0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0712
 LD0712.The geoid height was determined by GEOID03.
 LD0712
 LD0712;                    North         East     Units Scale Factor Converg.
 LD0712;SPC IL W     -   471,086.690   690,482.021   MT  0.99994229   -0 04 26.4
 LD0712;SPC IL W     - 1,545,556.92  2,265,356.43   sFT  0.99994229   -0 04 26.4
 LD0712;UTM  15      - 4,532,378.744   729,107.593   MT  1.00024610   +1 46 56.2
 LD0712
 LD0712                          SUPERSEDED SURVEY CONTROL
 LD0712
 LD0712  NAD 83(1997)-  40 54 37.59506(N)    090 16 46.73180(W) AD(       ) 4
 LD0712  NAD 83(1986)-  40 54 37.59931(N)    090 16 46.74395(W) AD(       ) 4
 LD0712  NAD 27      -  40 54 37.46000(N)    090 16 46.28400(W) AD(       ) 3
 LD0712
 LD0712.Superseded values are not recommended for survey control.
 LD0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0712.See file dsdata.txt to determine how the superseded data were derived.
 LD0712
 LD0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2910832379(NAD 83)
 LD0712_MARKER: 53 = ELEVATED TANK
 LD0712
 LD0712  HISTORY     - Date     Condition        Report By
 LD0712  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0712  HISTORY     - 1979     GOOD             NGS
 LD0712  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0712
 LD0712                          STATION DESCRIPTION
 LD0712
 LD0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0712'THIS STATION IS THE MUNICIPAL TANK IN THE TOWN OF KNOXVILLE,
 LD0712'LOCATED IN THE NORTHEASTERN PART OF THE TOWN, ABOUT 75 FEET
 LD0712'W OF THE CENTER LINE OF LINE STREET, AND ABOUT 70 FEET S
 LD0712'OF THE S RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LD0712'IN SEC. 28, T 11 N, R 2 E.  THE TANK ERECTED IN 1917, IS
 LD0712'QUITE PROMINENT.
 LD0712'
 LD0712'THE ENTIRE TANK IS SILVER IN COLOR.  IT HAS FOUR TRUSSWORK
 LD0712'LEGS ABOUT 90 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD
 LD0712'ABOUT 15 FEET.  THE VERTICAL SECTION IS ABOUT 25 FEET HIGH,
 LD0712'AND HAS A CATWALK AND RAIL AROUND ITS BASE.  THE STEEP CONICAL
 LD0712'ROOF IS ABOUT 6 FEET HIGH AND HAS A BALL AT ITS APEX.  TOTAL
 LD0712'HEIGHT IS ABOUT 120 FEET.
 LD0712
 LD0712                          STATION RECOVERY (1979)
 LD0712
 LD0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LD0712'THE STATION WAS RECOVERED IN GOOD CONDITION, AND AS PREVIOUSLY
 LD0712'DESCRIBED.
 LD0712
 LD0712                          STATION RECOVERY (1997)
 LD0712
 LD0712'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0109 ***********************************************************************
 LD0109  DESIGNATION -  KNOXVILLE RM 1
 LD0109  PID         -  LD0109
 LD0109  STATE/COUNTY-  IL/KNOX
 LD0109  USGS QUAD   -  GALESBURG EAST (1982)
 LD0109
 LD0109                         *CURRENT SURVEY CONTROL
 LD0109  ___________________________________________________________________
 LD0109* NAD 83(1986)-  40 54 28.     (N)    090 16 39.     (W)     SCALED    
 LD0109* NAVD 88     -       236.124  (meters)     774.68   (feet)  ADJUSTED  
 LD0109  ___________________________________________________________________
 LD0109  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0109  DYNAMIC HT  -         236.019 (meters)     774.34  (feet)  COMP
 LD0109  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LD0109
 LD0109  VERT ORDER  -  SECOND    CLASS 0
 LD0109
 LD0109.The horizontal coordinates were scaled from a topographic map and have
 LD0109.an estimated accuracy of +/- 6 seconds.
 LD0109
 LD0109.The orthometric height was determined by differential leveling
 LD0109.and adjusted by the National Geodetic Survey in June 1991..
 LD0109
 LD0109.The geoid height was determined by GEOID03.
 LD0109
 LD0109.The dynamic height is computed by dividing the NAVD 88
 LD0109.geopotential number by the normal gravity value computed on the
 LD0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0109.degrees latitude (g = 980.6199 gals.).
 LD0109
 LD0109.The modeled gravity was interpolated from observed gravity values.
 LD0109
 LD0109;                    North         East    Units  Estimated Accuracy
 LD0109;SPC IL W     -   470,790.      690,660.      MT  (+/- 180 meters Scaled)
 LD0109
 LD0109                          SUPERSEDED SURVEY CONTROL
 LD0109
 LD0109  NGVD 29 (??/??/92)  236.182  (m)          774.87   (f) ADJ UNCH    2 0
 LD0109
 LD0109.Superseded values are not recommended for survey control.
 LD0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0109.See file dsdata.txt to determine how the superseded data were derived.
 LD0109
 LD0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF292320(NAD 83)
 LD0109_MARKER: DR = REFERENCE MARK DISK
 LD0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0109_STAMPING: KNOXVILLE NO 1 1935
 LD0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0109+STABILITY: SURFACE MOTION
 LD0109
 LD0109  HISTORY     - Date     Condition        Report By
 LD0109  HISTORY     - 1935     MONUMENTED       CGS
 LD0109  HISTORY     - 1959     GOOD             NGS
 LD0109  HISTORY     - 19971112 GOOD             USPSQD
 LD0109
 LD0109                          STATION DESCRIPTION
 LD0109
 LD0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LD0109'AT KNOXVILLE.
 LD0109'AT KNOXVILLE, AT THE INTERSECTION OF EAST MAIN STREET AND ORANGE
 LD0109'STREET, NEAR THE KNOXVILLE P.E.O. HOME, 43 FEET SOUTH OF THE
 LD0109'CENTERLINE OF EAST MAIN STREET, 112 FEET EAST OF THE EXTENDED
 LD0109'CENTER LINE OF ORANGE STREET, 1 FOOT NORTH OF THE NORTH EDGE OF
 LD0109'SIDEWALK, 18 FEET WEST OF THE CENTER LINE OF DRIVEWAY SOUTH TO
 LD0109'HOUSE NUMBERED 500, 105.6 FEET SOUTHEAST OF TRIANGULATION STATION
 LD0109'KNOXVILLE, ABOUT 1/2 FOOT ABOVE THE LEVEL OF EAST MAIN STREET,
 LD0109'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LD0109
 LD0109                          STATION RECOVERY (1997)
 LD0109
 LD0109'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0108 ***********************************************************************
 LD0108  DESIGNATION -  KNOXVILLE RM 2
 LD0108  PID         -  LD0108
 LD0108  STATE/COUNTY-  IL/KNOX
 LD0108  USGS QUAD   -  GALESBURG EAST (1982)
 LD0108
 LD0108                         *CURRENT SURVEY CONTROL
 LD0108  ___________________________________________________________________
 LD0108* NAD 83(1986)-  40 54 28.     (N)    090 16 39.     (W)     SCALED    
 LD0108* NAVD 88     -       236.344  (meters)     775.41   (feet)  ADJUSTED  
 LD0108  ___________________________________________________________________
 LD0108  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0108  DYNAMIC HT  -         236.238 (meters)     775.06  (feet)  COMP
 LD0108  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LD0108
 LD0108  VERT ORDER  -  SECOND    CLASS 0
 LD0108
 LD0108.The horizontal coordinates were scaled from a topographic map and have
 LD0108.an estimated accuracy of +/- 6 seconds.
 LD0108
 LD0108.The orthometric height was determined by differential leveling
 LD0108.and adjusted by the National Geodetic Survey in June 1991..
 LD0108
 LD0108.The geoid height was determined by GEOID03.
 LD0108
 LD0108.The dynamic height is computed by dividing the NAVD 88
 LD0108.geopotential number by the normal gravity value computed on the
 LD0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0108.degrees latitude (g = 980.6199 gals.).
 LD0108
 LD0108.The modeled gravity was interpolated from observed gravity values.
 LD0108
 LD0108;                    North         East    Units  Estimated Accuracy
 LD0108;SPC IL W     -   470,790.      690,660.      MT  (+/- 180 meters Scaled)
 LD0108
 LD0108                          SUPERSEDED SURVEY CONTROL
 LD0108
 LD0108  NGVD 29 (??/??/92)  236.402  (m)          775.60   (f) ADJ UNCH    2 0
 LD0108
 LD0108.Superseded values are not recommended for survey control.
 LD0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0108.See file dsdata.txt to determine how the superseded data were derived.
 LD0108
 LD0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF292320(NAD 83)
 LD0108_MARKER: DR = REFERENCE MARK DISK
 LD0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0108_STAMPING: KNOXVILLE NO 2 1935
 LD0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0108+STABILITY: SURFACE MOTION
 LD0108
 LD0108  HISTORY     - Date     Condition        Report By
 LD0108  HISTORY     - 1935     MONUMENTED       CGS
 LD0108  HISTORY     - 1959     GOOD             NGS
 LD0108  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0108
 LD0108                          STATION DESCRIPTION
 LD0108
 LD0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LD0108'AT KNOXVILLE.
 LD0108'AT KNOXVILLE, AT THE INTERSECTION OF EAST MAIN STREET AND ORANGE
 LD0108'STREET, NEAR THE KNOXVILLE P.E.O. HOME, 42.5 FEET SOUTH OF THE
 LD0108'CENTERLINE OF EAST MAIN STREET, 37 FEET EAST OF THE EXTENDED
 LD0108'CENTER LINE OF ORANGE STREET, 1 FOOT NORTH OF THE NORTH EDGE OF
 LD0108'SIDEWALK, 85 FEET SOUTH AND ACROSS EAST MAIN STREET FROM A FIRE
 LD0108'HYDRANT, 106.2 FEET SOUTHWEST OF TRIANGULATION STATION KNOXVILLE,
 LD0108'ABOUT 1/2 FOOT ABOVE THE LEVEL OF EAST MAIN STREET, SET IN THE TOP
 LD0108'OF A CONCRETE POST PROJECTING 1/2 INCH.
 LD0108
 LD0108                          STATION RECOVERY (1997)
 LD0108
 LD0108'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0106 ***********************************************************************
 LD0106  DESIGNATION -  KNOXVILLE RM 3
 LD0106  PID         -  LD0106
 LD0106  STATE/COUNTY-  IL/KNOX
 LD0106  USGS QUAD   -  GALESBURG EAST (1982)
 LD0106
 LD0106                         *CURRENT SURVEY CONTROL
 LD0106  ___________________________________________________________________
 LD0106* NAD 83(1997)-  40 54 29.54284(N)    090 16 41.85892(W)     ADJUSTED  
 LD0106* NAVD 88     -       236.445  (meters)     775.74   (feet)  ADJUSTED  
 LD0106  ___________________________________________________________________
 LD0106  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LD0106  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0106  DYNAMIC HT  -         236.339 (meters)     775.39  (feet)  COMP
 LD0106  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LD0106
 LD0106  HORZ ORDER  -  SECOND
 LD0106  VERT ORDER  -  SECOND    CLASS 0
 LD0106
 LD0106.The horizontal coordinates were established by classical geodetic methods
 LD0106.and adjusted by the National Geodetic Survey in October 1999..
 LD0106
 LD0106.The orthometric height was determined by differential leveling
 LD0106.and adjusted by the National Geodetic Survey in June 1991..
 LD0106
 LD0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0106
 LD0106.The geoid height was determined by GEOID03.
 LD0106
 LD0106.The dynamic height is computed by dividing the NAVD 88
 LD0106.geopotential number by the normal gravity value computed on the
 LD0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0106.degrees latitude (g = 980.6199 gals.).
 LD0106
 LD0106.The modeled gravity was interpolated from observed gravity values.
 LD0106
 LD0106;                    North         East     Units Scale Factor Converg.
 LD0106;SPC IL W     -   470,838.162   690,595.736   MT  0.99994226   -0 04 23.2
 LD0106;SPC IL W     - 1,544,741.54  2,265,729.51   sFT  0.99994226   -0 04 23.2
 LD0106;UTM  15      - 4,532,133.956   729,229.335   MT  1.00024679   +1 46 59.1
 LD0106
 LD0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0106!SPC IL W     -   0.99996809  x   0.99994226  =   0.99991035
 LD0106!UTM  15      -   0.99996809  x   1.00024679  =   1.00021487
 LD0106
 LD0106:                Primary Azimuth Mark                     Grid Az
 LD0106:SPC IL W     -  KNOXVILLE AZ MK RESET                    007 46 55.5
 LD0106:UTM  15      -  KNOXVILLE AZ MK RESET                    005 55 33.2
 LD0106
 LD0106|---------------------------------------------------------------------|
 LD0106| PID    Reference Object                     Distance      Geod. Az  |
 LD0106|                                                           dddmmss.s |
 LD0106| LD0105 KNOXVILLE AZ MK RESET                              0074232.3 |
 LD0106| LD0107 KNOXVILLE                            40.847 METERS 11936     |
 LD0106| LD0109 KNOXVILLE RM 1                       72.286 METERS 12650     |
 LD0106| LD0108 KNOXVILLE RM 2                       45.074 METERS 16329     |
 LD0106| LD0714 GALESBURG CBQ RR POWERHSE STK       APPROX. 8.2 KM 2962350.1 |
 LD0106| LD0710 GALESBURG SEMINARY ST MUN TK        APPROX. 8.1 KM 2962748.8 |
 LD0106| LD0711 GALESBURG CORP CHRISTI CATH CH      APPROX. 8.5 KM 2975013.0 |
 LD0106| LD0717 GALESBURG ILL PWR AND L CO STK      APPROX. 9.2 KM 2993949.9 |
 LD0106|---------------------------------------------------------------------|
 LD0106
 LD0106                          SUPERSEDED SURVEY CONTROL
 LD0106
 LD0106  NAD 83(1997)-  40 54 29.54282(N)    090 16 41.85886(W) AD(       ) 2
 LD0106  NAD 83(1986)-  40 54 29.54707(N)    090 16 41.87104(W) AD(       ) 2
 LD0106  NAD 27      -  40 54 29.40900(N)    090 16 41.41300(W) AD(       ) 2
 LD0106  NGVD 29 (??/??/92)  236.503  (m)          775.93   (f) ADJ UNCH    2 0
 LD0106
 LD0106.Superseded values are not recommended for survey control.
 LD0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0106.See file dsdata.txt to determine how the superseded data were derived.
 LD0106
 LD0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2922932134(NAD 83)
 LD0106_MARKER: DR = REFERENCE MARK DISK
 LD0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0106_STAMPING: KNOXVILLE NO 3 1935
 LD0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0106+STABILITY: SURFACE MOTION
 LD0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LD0106+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 LD0106
 LD0106  HISTORY     - Date     Condition        Report By
 LD0106  HISTORY     - 1959     MONUMENTED       CGS
 LD0106  HISTORY     - 1959     GOOD             NGS
 LD0106  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0106  HISTORY     - 20020311 GOOD             ILDT
 LD0106
 LD0106                          STATION DESCRIPTION
 LD0106
 LD0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LD0106'THE STATION IS LOCATED IN THE EAST PART OF KNOXVILLE AND IS ON
 LD0106'THE GROUNDS OF THE ILLINOIS P.E.O. HOME.
 LD0106'
 LD0106'TO REACH THE STATION FROM THE POST OFFICE IN KNOXVILLE, GO
 LD0106'EAST ON U.S. HIGHWAY 150 (MAIN STREET) FOR 0.9 MILE TO THE
 LD0106'ILLINOIS P.E.O. HOME AND THE STATION ON LEFT AS DESCRIBED.
 LD0106'
 LD0106'THE STATION IS A STANDARD REFERENCE MARK DISK SET IN TOP
 LD0106'OF A 12 X 12 INCH CONCRETE POST SET FLUSH AND THE DISK IS
 LD0106'STAMPED KNOXVILLE NO. 3 1935.  IT IS 105 FEET SOUTHEAST OF
 LD0106'THE SOUTHEAST CORNER OF THE ILLINOIS P.E.O. HOME, 99 FEET
 LD0106'NORTH OF THE APPROXIMATE CENTER OF MAIN STREET, 82 FEET WEST
 LD0106'OF THE APPROXIMATE CENTER OF ORANGE STREET, 73.5 FEET NORTHWEST
 LD0106'OF FIRE HYDRANT AND 17 FEET SOUTH OF APPROXIMATE CENTER OF
 LD0106'DRIVEWAY.
 LD0106'
 LD0106'KNOXVILLE 1935 IS A STANDARD DISK SET IN TOP OF A 12 X 12
 LD0106'INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED KNOXVILLE
 LD0106'1935.  IT IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF MAIN
 LD0106'STREET, 37 FEET EAST OF APPROXIMATE CENTER OF ORANGE STREET, 11.5
 LD0106'FEET SOUTH OF THE SOUTHEDGE OF SIDE WALK, 9.8 FEET
 LD0106'NORTH-NORTHEAST OF NORTH EDGE OF DRAIN AND 10 FEET NORTH OF EDGE
 LD0106'OF CURB.
 LD0106'
 LD0106'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 LD0106'TOP OF A 12 X 12 INCH CONCRETE POST AND THE DISK IS STAMPED
 LD0106'KNOXVILLE NO 1 1935.  IT IS 51 FEET SOUTH OF THE APPROXIMATE
 LD0106'CENTER OF MAIN STREET, 28 FEET SOUTH OF CURB AND 1/2 FOOT
 LD0106'NORTH OF THE NORTH EDGE OF SIDE WALK.
 LD0106'
 LD0106'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 LD0106'IN TOP OF A 12 X 12 INCH CONCRETE POST SET FLUSH AND THE
 LD0106'DISK IS STAMPED KNOXVILLE NO 2 1935.  IT IS 49 FEET SOUTH OF
 LD0106'THE APPROXIMATE CENTER OF MAIN STREET, 26 FEET SOUTH OF CURB
 LD0106'AND 1/2 FOOT NORTH OF THE NORTH EDGE OF SIDE WALK.
 LD0106'
 LD0106'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF
 LD0106'12 X 12 INCH CONCRETE POST SET FLUSH AND THE DISK IS STAMPED
 LD0106'KNOXVILLE 1935 RESET 1959.  IT IS 23.6 FEET SOUTH OF THE SOUTH
 LD0106'RAIL OF RAILROAD TRACKS, 18 FEET EAST OF THE APPROXIMATE
 LD0106'CENTER OF ORANGE STREET, 4.5 FEET EAST OF RAILROAD CROSSING SIGN
 LD0106'AND 2 FEET SOUTH OF WITNESS POST.
 LD0106'
 LD0106'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON ORANGE
 LD0106'STREET FOR 0.25 MILE TO THE MARK ON RIGHT AS DESCRIBED.
 LD0106'
 LD0106'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 147.79 FEET.
 LD0106'
 LD0106'A TRAVERSE CONNECTION WAS MADE FROM KNOXVILLE R.M. 3 TO KNOXVILLE
 LD0106'1935.  THE DISTANCE IS SHOWN ABOVE.
 LD0106'
 LD0106'HEIGHT OF LIGHT ABOVE STATION MARK 34.36 METERS.
 LD0106
 LD0106                          STATION RECOVERY (1959)
 LD0106
 LD0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LD0106'AT KNOXVILLE.
 LD0106'AT KNOXVILLE, AT THE INTERSECTION OF EAST MAIN STREET AND ORANGE
 LD0106'STREET, NEAR THE KNOXVILLE P.E.O. HOME, 99 FEET NORTH OF THE
 LD0106'CENTER LINE OF EAST MAIN STREET, 81 FEET WEST OF THE CENTER LINE
 LD0106'OF ORANGE STREET, 21.7 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LD0106'DRIVEWAY, 12 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 73.5 FEET
 LD0106'NORTHWEST OF A FIRE HYDRANT, 134.0 FEET WEST-NORTHWEST OF
 LD0106'TRIANGULATION STATION KNOXVILLE, ABOUT 1 FOOT ABOVE THE LEVEL OF
 LD0106'EAST MAIN STREET, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LD0106'GROUND.
 LD0106
 LD0106                          STATION RECOVERY (1997)
 LD0106
 LD0106'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0106'MARK NOT FOUND.
 LD0106
 LD0106                          STATION RECOVERY (2002)
 LD0106
 LD0106'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (MW)
 LD0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0708 ***********************************************************************
 LD0708  DESIGNATION -  KNOXVILLE ST MARYS SCH CUPOLA
 LD0708  PID         -  LD0708
 LD0708  STATE/COUNTY-  IL/KNOX
 LD0708  USGS QUAD   -  GALESBURG EAST (1982)
 LD0708
 LD0708                         *CURRENT SURVEY CONTROL
 LD0708  ___________________________________________________________________
 LD0708* NAD 83(1997)-  40 54 50.55935(N)    090 17 02.42523(W)     ADJUSTED  
 LD0708* NAVD 88     -                                                        
 LD0708  ___________________________________________________________________
 LD0708  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LD0708  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0708
 LD0708  HORZ ORDER  -  THIRD
 LD0708
 LD0708.The horizontal coordinates were established by classical geodetic methods
 LD0708.and adjusted by the National Geodetic Survey in October 1999..
 LD0708
 LD0708
 LD0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0708
 LD0708.The geoid height was determined by GEOID03.
 LD0708
 LD0708;                    North         East     Units Scale Factor Converg.
 LD0708;SPC IL W     -   471,487.068   690,115.315   MT  0.99994238   -0 04 36.7
 LD0708;SPC IL W     - 1,546,870.49  2,264,153.33   sFT  0.99994238   -0 04 36.7
 LD0708;UTM  15      - 4,532,767.151   728,727.994   MT  1.00024396   +1 46 46.4
 LD0708
 LD0708                          SUPERSEDED SURVEY CONTROL
 LD0708
 LD0708  NAD 83(1997)-  40 54 50.55922(N)    090 17 02.42516(W) AD(       ) 4
 LD0708  NAD 83(1986)-  40 54 50.56374(N)    090 17 02.43760(W) AD(       ) 4
 LD0708  NAD 27      -  40 54 50.42600(N)    090 17 01.97800(W) AD(       ) 3
 LD0708
 LD0708.Superseded values are not recommended for survey control.
 LD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0708.See file dsdata.txt to determine how the superseded data were derived.
 LD0708
 LD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2872832767(NAD 83)
 LD0708_MARKER: 86 = CUPOLA
 LD0708
 LD0708  HISTORY     - Date     Condition        Report By
 LD0708  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0708  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0708
 LD0708                          STATION DESCRIPTION
 LD0708
 LD0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0708'THIS STATION IS THE CUPOLA ON THE REAR OF THE ST. MARYS
 LD0708'SCHOOL, IN THE NORTHWESTERN PART OF THE TOWN OF KNOXVILLE.
 LD0708'SCHOOL IS NO LONGER OPERATED AND IS BECOMING DILAPIDATED.
 LD0708'THE CUPOLA IS ON THE N SIDE OF THE BUILDING, ABOUT 520 FEET
 LD0708'E OF BROAD STREET, AND ABOUT 490 FEET N OF MADISON STREET.
 LD0708'THE SCHOOL WAS ERECTED IN 1872.  THE CUPOLA IS NOT ESPECIALLY
 LD0708'PROMINENT AS IT STANDS AMONG TALL TREES.
 LD0708'
 LD0708'THE CUPOLA IS ON A RED BRICK BUILDING ABOUT 80 FEET HIGH.
 LD0708'IT HAS A FOUR SIDED TRIANGULAR SHINGLED BASE ABOUT 10 FEET
 LD0708'HIGH WITH DORMER WINDOWS IN THE E AND W SIDES.  THE CUPOLA
 LD0708'IS A WOODEN STRUCTURE, SQUARE IN SHAPE, WITH TWO GOTHIC
 LD0708'LOUVRED WINDOWS ON EACH SIDE, AND IS ABOUT 10 FEET HIGH.
 LD0708'THE FOUR-SIDES, SPIRE-SHAPED ROOF IS ABOUT 10 FEET HIGH
 LD0708'AND HAS A 5-FOOT GOLD CROSS AT ITS APEX.  TOTAL HEIGHT IS
 LD0708'ABOUT 105 FEET.
 LD0708
 LD0708                          STATION RECOVERY (1997)
 LD0708
 LD0708'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1146 ***********************************************************************
 NH1146  DESIGNATION -  KOLTZ
 NH1146  PID         -  NH1146
 NH1146  STATE/COUNTY-  IL/MCHENRY
 NH1146  USGS QUAD   -  HARVARD (1975)
 NH1146
 NH1146                         *CURRENT SURVEY CONTROL
 NH1146  ___________________________________________________________________
 NH1146* NAD 83(1997)-  42 28 12.57567(N)    088 33 27.08530(W)     ADJUSTED  
 NH1146* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 NH1146  ___________________________________________________________________
 NH1146  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 NH1146  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NH1146
 NH1146  HORZ ORDER  -  FIRST
 NH1146
 NH1146.The horizontal coordinates were established by classical geodetic methods
 NH1146.and adjusted by the National Geodetic Survey in October 1999..
 NH1146
 NH1146.The orthometric height was scaled from a topographic map.
 NH1146
 NH1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1146
 NH1146.The geoid height was determined by GEOID03.
 NH1146
 NH1146;                    North         East     Units Scale Factor Converg.
 NH1146;SPC IL E     -   644,350.010   281,563.471   MT  0.99997918   -0 09 05.0
 NH1146;SPC IL E     - 2,114,004.99    923,762.82   sFT  0.99997918   -0 09 05.0
 NH1146;SPC WI S     -    53,257.752   718,628.100   MT  1.00006345   +0 59 28.1
 NH1146;SPC WI S     -   174,729.81  2,357,699.02   sFT  1.00006345   +0 59 28.1
 NH1146;UTM  16      - 4,703,154.892   371,962.048   MT  0.99980170   -1 03 06.5
 NH1146
 NH1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1146!SPC IL E     -   0.99994855  x   0.99997918  =   0.99992773
 NH1146!SPC WI S     -   0.99994855  x   1.00006345  =   1.00001200
 NH1146!UTM  16      -   0.99994855  x   0.99980170  =   0.99975026
 NH1146
 NH1146:                Primary Azimuth Mark                     Grid Az
 NH1146:SPC IL E     -  ELKHORN F HOLTON AND CO TANK             002 13 55.8
 NH1146:SPC WI S     -  ELKHORN F HOLTON AND CO TANK             001 05 22.7
 NH1146:UTM  16      -  ELKHORN F HOLTON AND CO TANK             003 07 57.3
 NH1146
 NH1146|---------------------------------------------------------------------|
 NH1146| PID    Reference Object                     Distance      Geod. Az  |
 NH1146|                                                           dddmmss.s |
 NH1146| NH1238 ELKHORN F HOLTON AND CO TANK        APPROX.23.1 KM 0020450.8 |
 NH1146| NH1237 ELKHORN MUNICIPAL STANDPIPE         APPROX.22.5 KM 0030416.8 |
 NH1146| CI9931 KOLTZ RM 1                           18.398 METERS 00337     |
 NH1146| NH1147 ALDEN ATT MICROWAVE TWR KSE 26      APPROX. 2.5 KM 0110227.0 |
 NH1146| CI9932 KOLTZ RM 2                           19.934 METERS 08531     |
 NH1146| NH1144 HEBRON BORDEN WIELAND CO STK        APPROX.10.5 KM 0881516.2 |
 NH1146| NH1132 WOODSTOCK PWR AND LT CO STK         APPROX.18.9 KM 1515728.0 |
 NH1146| NH1135 WOODSTOCK ROSE GARDEN STACK         APPROX.15.1 KM 1574742.4 |
 NH1146| NH1160 HARTLAND NAT BREWERIES INC STK      APPROX.12.4 KM 1610601.8 |
 NH1146| NH1152 HARVARD ADMIRAL CORP TANK           APPROX. 7.7 KM 2154558.3 |
 NH1146| NH1155 HARVARD TRINITY LUTH CHURCH         APPROX. 6.7 KM 2175804.9 |
 NH1146| NH1150 HARVARD ST JOSEPHS CH SPIRE         APPROX. 7.4 KM 2193731.3 |
 NH1146| NH1151 HARVARD MUNICIPAL TANK              APPROX. 7.4 KM 2195032.6 |
 NH1146| NH1149 HARVARD STAR LINE INC STACK         APPROX. 7.4 KM 2230753.9 |
 NH1146| NH1165 CHEMUNG DEAN MILK CO TANK           APPROX.10.7 KM 2370954.8 |
 NH1146| NH1166 CHEMUNG DEAN EVAP MILK CO STK       APPROX.10.7 KM 2371416.2 |
 NH1146| NH1164 SHARON UNITED MILK PROD CO STK      APPROX.14.0 KM 2831706.3 |
 NH1146| NH1251 SHARON MUNICIPAL TANK               APPROX.14.9 KM 2842850.3 |
 NH1146| NH1248 WALWORTH MUNICIPAL TANK             APPROX. 7.8 KM 3331832.0 |
 NH1146| AJ2907 KOLTZ AZ MK                         427.397 METERS 3343127.0 |
 NH1146| NH1245 WALWORTH COUNTRY CLUB TANK          APPROX. 7.1 KM 3462618.3 |
 NH1146| NH1226 DELAVAN LAKE LAWN HOTEL TANK        APPROX.17.6 KM 3485313.0 |
 NH1146|---------------------------------------------------------------------|
 NH1146
 NH1146                          SUPERSEDED SURVEY CONTROL
 NH1146
 NH1146  NAD 83(1997)-  42 28 12.57496(N)    088 33 27.08615(W) AD(       ) 1
 NH1146  NAD 83(1986)-  42 28 12.57236(N)    088 33 27.09056(W) AD(       ) 1
 NH1146  NAD 27      -  42 28 12.50800(N)    088 33 26.73100(W) AD(       ) 1
 NH1146
 NH1146.Superseded values are not recommended for survey control.
 NH1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1146.See file dsdata.txt to determine how the superseded data were derived.
 NH1146
 NH1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7196203155(NAD 83)
 NH1146_MARKER: DS = TRIANGULATION STATION DISK
 NH1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1146
 NH1146  HISTORY     - Date     Condition        Report By
 NH1146  HISTORY     - 1935     MONUMENTED       CGS
 NH1146  HISTORY     - 1954     GOOD             CGS
 NH1146  HISTORY     - 1967     GOOD             CGS
 NH1146  HISTORY     - 19950513 GOOD             USPSQD
 NH1146
 NH1146                          STATION DESCRIPTION
 NH1146
 NH1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1146'STATION IS ABOUT 6 MILES NE OF HARVARD, ILLINOIS, ABOUT 5-3/4
 NH1146'MILES WNW OF HEBRON, ILLINOIS, ABOUT 5 MILES SE OF WALWORTH,
 NH1146'WISCONSIN, IN SEC. 9, T 46 N, R 6 E, ON FARM OCCUPIED BY
 NH1146'GEORGE KOLTZ, ABOUT 0.2 MILE NE OF HIS HOUSE, IN SMALL GLADE
 NH1146'ON HIGHEST POINT OF HIGH KNOLL IN NORTHEAST PORTION OF THE
 NH1146'TIMBERED PASTURE, ABOUT 100 FEET NORTH OF SOUTH END OF THE
 NH1146'KNOLL, 40 FEET WNW OF TRIANGULAR-BLAZED 18-INCH WHITE OAK TREE,
 NH1146'87 FEET SW OF THE DIAMOND-BLAZED 24-INCH POST OAK TREE,
 NH1146'61 FEET SSW OF THE RECTANGULAR-BLAZED 14-INCH POST OAK TREE,
 NH1146'57 FEET SE OF THE LONE 12-INCH SCRUB OAK TREE THAT STANDS
 NH1146'ON WEST SLOPE OF THE KNOLL.  THE MARK PROJECTS 5 INCHES.
 NH1146'
 NH1146'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NH1146'TABLETS SET IN CONCRETE AS DESCRIBED.
 NH1146'
 NH1146'AZ. MK. IS NNW OF STATION, 26 FEET EAST OF CENTER-LINE OF THE
 NH1146'NORTH-SOUTH DIRT ROAD, ON RIGHT-OF-WAY FENCE LINE, ABOUT 0.2
 NH1146'MILE NORTH OF GATE AT ENTRANCE THAT LEADS TO STATION, 20 FEET
 NH1146'SSE OF A LONE 18-INCH BOX-ELDER TREE.  IT PROJECTS 5 INCHES.
 NH1146'
 NH1146'R.M. NO. 1 IS NORTH OF STATION, 85 FEET SOUTH OF THE NORTH
 NH1146'PASTURE FENCE, 23 FEET SOUTH OF A 15-INCH RED OAK TREE, 8 FEET
 NH1146'WEST OF THE RECTANGULAR-BLAZED 14-INCH POST OAK TREE.  IT IS
 NH1146'FLUSH WITH THE SURFACE.
 NH1146'
 NH1146'R.M. NO. 2 IS EAST OF STATION, 32 FEET ENE OF THE 18-INCH
 NH1146'TRIANGULAR-BLAZED WHITE OAK TREE, 33 FEET SOUTH OF AN 8-INCH
 NH1146'SCRUB OAK TREE, 58 FEET SOUTH OF THE DIAMOND-BLAZED 24-INCH
 NH1146'POST OAK TREE, 82.49 FEET SE OF R.M. NO. 1.  IT PROJECTS 4 INCHES.
 NH1146'
 NH1146'TO REACH FROM THE SQUARE IN WALWORTH, WISCONSIN, GO SOUTH
 NH1146'ON U.S. 14, 2.5 MILES TO BIG FOOT WHICH IS ON THE ILLINOIS-WISCONSIN
 NH1146'STATE BOUNDARY.  THENCE CONTINUE SOUTH ON U.S. 14, 1.0 MILE
 NH1146'TO A GRAVEL T ROAD LEADING EAST.  THENCE EAST ON GRAVEL ROAD
 NH1146'2.0 MILES TO A DIRT T ROAD LEADING SOUTH.  THENCE SOUTH ON
 NH1146'DIRT ROAD 0.65 MILE TO WIRE GATE ON EAST SIDE OF ROAD.  THENCE
 NH1146'THRU GATE AND EASTWARD ALONG TRAIL ABOUT 0.1 MILE TO HIGHEST
 NH1146'POINT OF THE KNOLL AND STATION.
 NH1146'
 NH1146'A 74-FOOT SIGNAL AT GATES COMES INTO VIEW AT 50 FEET.
 NH1146'
 NH1146'THE FOLLOWING 100-FOOT SIGNALS COME INTO VIEW AT THE FOLLOWING
 NH1146'HEIGHTS--BAKER, 50 FEET.  TRYON, 50 FEET.  WOODSTOCK, 50 FEET.
 NH1146'HARVARD, 50 FEET.  WEEKS, 65 FEET.  DUNN R.M. 1920, 40 FEET.
 NH1146'490, 50 FEET.  YERKES, 50 FEET.
 NH1146'
 NH1146'NO OBJECTS VISIBLE FROM GROUND SUITABLE FOR AZIMUTH.
 NH1146'
 NH1146'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FT.
 NH1146
 NH1146                          STATION RECOVERY (1954)
 NH1146
 NH1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1146'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NH1146'IN GOOD CONDITION.  THE DISTANCES TO ALL MARKS CHECKED.  THE
 NH1146'DIRECTIONS TO THE AZIMUTH MARK AND REFERENCE MARK NO. 1
 NH1146'CHECKED BUT DID NOT CHECK TO REFERENCE MARK NO. 2.  THE
 NH1146'STATION IS NOW ON PROPERTY OWNED BY MR. H.J. BRIENEN.  A NEW
 NH1146'TO REACH FOLLOWS.
 NH1146'
 NH1146'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NH1146'173 AND U.S. HIGHWAY 14 IN HARVARD, GO NORTHEAST ON HIGHWAY
 NH1146'173 FOR 3.25 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 NH1146'ON GRAVEL ROAD FOR 1.75 MILE TO A WIRE GATE ON THE RIGHT*,
 NH1146'TURN RIGHT THROUGH GATE AND GO EAST ACROSS PASTURE FOR 0.1
 NH1146'MILE TO THE SOUTH END OF A PROMINENT KNOLL, TURN LEFT AND GO
 NH1146'NORTH UP HILL FOR 0.1 MILE TO THE STATION ON THE HIGHEST
 NH1146'PART OF KNOLL AS DESCRIBED.
 NH1146'
 NH1146'TO REACH THE AZIMUTH MARK FROM THIS POINT*, GO NORTH ON GRAVEL
 NH1146'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NH1146'
 NH1146'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1146
 NH1146                          STATION RECOVERY (1967)
 NH1146
 NH1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NH1146'MR. CHOBOT THE PROPERTY OWNER SAID THAT ALL MARKS AT THE
 NH1146'STATION WERE IN GOOD CONDITION AND IT WAS NOT VISITED.  THE
 NH1146'AZIMUTH MARK IS ABOUT 175 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NH1146'OF A FRAME HOUSE, 33 FEET NORTH OF A FENCE CORNER AND 1 FOOT
 NH1146'EAST OF A METAL WITNESS POST.
 NH1146'
 NH1146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 NH1146'NORTHEAST OF HARVARD
 NH1146
 NH1146                          STATION RECOVERY (1995)
 NH1146
 NH1146'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2907 ***********************************************************************
 AJ2907  DESIGNATION -  KOLTZ AZ MK
 AJ2907  PID         -  AJ2907
 AJ2907  STATE/COUNTY-  IL/MCHENRY
 AJ2907  USGS QUAD   -  HARVARD (1975)
 AJ2907
 AJ2907                         *CURRENT SURVEY CONTROL
 AJ2907  ___________________________________________________________________
 AJ2907* NAD 83(1997)-  42 28 25.08003(N)    088 33 35.13325(W)     ADJUSTED  
 AJ2907* NAVD 88     -       359.2    (meters)    1178.     (feet)  GPS OBS   
 AJ2907  ___________________________________________________________________
 AJ2907  X           -     118,429.652 (meters)                     COMP
 AJ2907  Y           -  -4,710,386.055 (meters)                     COMP
 AJ2907  Z           -   4,284,774.530 (meters)                     COMP
 AJ2907  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AJ2907  ELLIP HEIGHT-         325.29  (meters)          (02/03/05) GPS OBS
 AJ2907  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AJ2907
 AJ2907  HORZ ORDER  -  FIRST
 AJ2907  ELLP ORDER  -  FOURTH    CLASS II
 AJ2907
 AJ2907.The horizontal coordinates were established by GPS observations
 AJ2907.and adjusted by the National Geodetic Survey in April 2001..
 AJ2907
 AJ2907.The orthometric height was determined by GPS observations and a
 AJ2907.high-resolution geoid model.
 AJ2907
 AJ2907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2907
 AJ2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2907
 AJ2907.The ellipsoidal height was determined by GPS observations
 AJ2907.and is referenced to NAD 83.
 AJ2907
 AJ2907.The geoid height was determined by GEOID03.
 AJ2907
 AJ2907;                    North         East     Units Scale Factor Converg.
 AJ2907;SPC IL E     -   644,736.327   281,380.658   MT  0.99997926   -0 09 10.4
 AJ2907;SPC IL E     - 2,115,272.43    923,163.04   sFT  0.99997926   -0 09 10.4
 AJ2907;UTM  16      - 4,703,543.964   371,785.360   MT  0.99980226   -1 03 12.1
 AJ2907
 AJ2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2907!SPC IL E     -   0.99994899  x   0.99997926  =   0.99992825
 AJ2907!UTM  16      -   0.99994899  x   0.99980226  =   0.99975126
 AJ2907
 AJ2907                          SUPERSEDED SURVEY CONTROL
 AJ2907
 AJ2907  NAD 83(1997)-  42 28 25.08003(N)    088 33 35.13325(W) AD(       ) 1
 AJ2907  ELLIP H (04/24/01)  325.31   (m)                       GP(       ) 4 1
 AJ2907  ELLIP H (04/23/01)  325.31   (m)                       GP(       ) 3 1
 AJ2907
 AJ2907.Superseded values are not recommended for survey control.
 AJ2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2907.See file dsdata.txt to determine how the superseded data were derived.
 AJ2907
 AJ2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN7178503544(NAD 83)
 AJ2907_MARKER: DS = TRIANGULATION STATION DISK
 AJ2907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2907_STAMPING: KOLTZ AZIMUTH 1935
 AJ2907_PROJECTION: FLUSH
 AJ2907_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2907+STABILITY: SURFACE MOTION
 AJ2907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2907+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2000
 AJ2907
 AJ2907  HISTORY     - Date     Condition        Report By
 AJ2907  HISTORY     - 1935     MONUMENTED       CGS
 AJ2907  HISTORY     - 20000327 GOOD             SECI
 AJ2907
 AJ2907                          STATION DESCRIPTION
 AJ2907
 AJ2907'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2907'STATION IS LOCATED APPROXIMATELY 3.0 MI SOUTHEAST OF BIGFOOT IN
 AJ2907'SECTION 8 T46N R6E.  TO REACH THE STATION FROM THE INTERSECTION OF
 AJ2907'US RTE 14 AND HBRON ROAD PROCEED EAST ON HEBRON RD FOR 2.0 MI TO
 AJ2907'REESE ROAD THEN PROCEED SOUTH FOR 0.35 ON REESE ROAD TO STATION
 AJ2907'LOCATED 26 FT EAST OF CENTERLINE OF REESE RD.
 AJ2907' 
 AJ2907'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2615 ***********************************************************************
 ME2615  DESIGNATION -  KOSTER
 ME2615  PID         -  ME2615
 ME2615  STATE/COUNTY-  IL/KANKAKEE
 ME2615  USGS QUAD   -  MOMENCE (1973)
 ME2615
 ME2615                         *CURRENT SURVEY CONTROL
 ME2615  ___________________________________________________________________
 ME2615* NAD 83(1997)-  41 07 37.38658(N)    087 43 29.27062(W)     ADJUSTED  
 ME2615* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 ME2615  ___________________________________________________________________
 ME2615  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 ME2615  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 ME2615
 ME2615  HORZ ORDER  -  SECOND
 ME2615
 ME2615.The horizontal coordinates were established by classical geodetic methods
 ME2615.and adjusted by the National Geodetic Survey in October 1999..
 ME2615
 ME2615.The orthometric height was scaled from a topographic map.
 ME2615
 ME2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2615
 ME2615.The geoid height was determined by GEOID03.
 ME2615
 ME2615;                    North         East     Units Scale Factor Converg.
 ME2615;SPC IL E     -   495,329.691   351,099.696   MT  1.00000712   +0 24 00.9
 ME2615;SPC IL E     - 1,625,094.16  1,151,899.59   sFT  1.00000712   +0 24 00.9
 ME2615;UTM  16      - 4,553,114.287   439,160.409   MT  0.99964555   -0 28 36.3
 ME2615
 ME2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2615!SPC IL E     -   0.99997555  x   1.00000712  =   0.99998267
 ME2615!UTM  16      -   0.99997555  x   0.99964555  =   0.99962111
 ME2615
 ME2615|---------------------------------------------------------------------|
 ME2615| PID    Reference Object                     Distance      Geod. Az  |
 ME2615|                                                           dddmmss.s |
 ME2615| CM2975 KOSTER RM 1                          14.621 METERS 07855     |
 ME2615| CM2977 KOSTER RM 3                           4.127 METERS 09324     |
 ME2615| ME2610 TALLMADGE                           APPROX. 9.6 KM 1211519.5 |
 ME2615| CM2974 KOSTER AZ MK                                       1765946.4 |
 ME2615| CM2976 KOSTER RM 2                          14.800 METERS 18130     |
 ME2615|---------------------------------------------------------------------|
 ME2615
 ME2615                          SUPERSEDED SURVEY CONTROL
 ME2615
 ME2615  NAD 83(1997)-  41 07 37.38661(N)    087 43 29.27045(W) AD(       ) 2
 ME2615  NAD 83(1986)-  41 07 37.39163(N)    087 43 29.27664(W) AD(       ) 2
 ME2615  NAD 27      -  41 07 37.27880(N)    087 43 29.14070(W) AD(       ) 2
 ME2615
 ME2615.Superseded values are not recommended for survey control.
 ME2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2615.See file dsdata.txt to determine how the superseded data were derived.
 ME2615
 ME2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3916053114(NAD 83)
 ME2615_MARKER: DS = TRIANGULATION STATION DISK
 ME2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2615
 ME2615  HISTORY     - Date     Condition        Report By
 ME2615  HISTORY     - 1952     MONUMENTED       CGS
 ME2615  HISTORY     - 1967     SEE DESCRIPTION  CGS
 ME2615
 ME2615                          STATION DESCRIPTION
 ME2615
 ME2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2615'STATION IS LOCATED ABOUT 9 MILES NORTH OF ST. ANNE AND 4-1/2 MILES
 ME2615'SOUTHWEST OF MOMENCE, ON
 ME2615'HIGHWAY RIGHT-OF-WAY.  IT IS 102 FEET WEST OF THE CENTER OF STATE
 ME2615'HIGHWAY NOS.  1 AND 17, 40 FEET SOUTH OF
 ME2615'THE CENTER OF A GRAVEL ROAD, 12 FEET SOUTH OF A FENCE CORNER
 ME2615'AND 3 FEET EAST OF A FENCE AND WHITE WITNESS
 ME2615'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND
 ME2615'THE DISK IS STAMPED KOSTER 1952.
 ME2615'
 ME2615'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE CENTER OF THE GRAVEL
 ME2615'ROAD AND 18 FEET SOUTHWEST OF A
 ME2615'POWER LINE POLE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 ME2615'STAMPED KOSTER NO 1 1952.
 ME2615'
 ME2615'REFERENCE MARK NO. 2 IS 1 FOOT EAST OF THE FENCE.  THE MARK PROJECTS
 ME2615'ABOUT 4 INCHES AND THE DISK IS
 ME2615'STAMPED KOSTER NO 2 1952.
 ME2615'
 ME2615'AZIMUTH MARK IS SET FLUSH IN AN EAST-WEST FENCE LINE, 59 FEET EAST OF
 ME2615'THE CENTER OF STATE HIGHWAY NOS.
 ME2615'1 AND 17, 35 FEET EAST OF A POWER LINE POLE, 6 FEET EAST OF A 12 INCH
 ME2615'ELM TREE AND 3 FEET SOUTHWEST OF A
 ME2615'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 ME2615'STAMPED KOSTER 1952.
 ME2615'
 ME2615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 114, 17 AND
 ME2615'1 AT THE SOUTH EDGE OF THE
 ME2615'KANKAKEE RIVER BRIDGE IN THE SOUTH EDGE OF MOMENCE, GO SOUTH AND WEST
 ME2615'ON STATE HIGHWAY NOS. 1 AND 17
 ME2615'FOR 5.2 MILES TO WHERE HIGHWAY TURNS LEFT, SOUTH, CONTINUE
 ME2615'WEST ON GRAVEL ROAD FOR ABOUT 250 FEET TO EDGE
 ME2615'OF RIGHT-OF-WAY AND STATION ON THE LEFT
 ME2615'AS DESCRIBED.
 ME2615'
 ME2615'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY NOS.
 ME2615'1 AND 17 FOR 0.35 MILE TO THE
 ME2615'MARK ON THE LEFT, EAST, SIDE OF HIGHWAY AS DESCRIBED.  THIS IS ABOUT
 ME2615'0.05 MILE BEFORE REACHING POINT
 ME2615'WHERE HIGHWAY 17 TURNS WEST AND HIGHWAY 1 CONTINUES SOUTH.
 ME2615'
 ME2615'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME2615
 ME2615                          STATION RECOVERY (1967)
 ME2615
 ME2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME2615'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 ME2615'REFERENCE MARK 1
 ME2615'WAS FOUND BROKEN UP AND THE DISK GONE.  THERE IS A
 ME2615'MOTEL AT THE SPOT WHERE THE AZIMUTH
 ME2615'MARK WAS AND IT IS ASSUMED DESTROYED BY
 ME2615'CONSTRUCTION.  THE ROAD HAS BEEN CHANGED AND A NEW
 ME2615'DESCRIPTION IS
 ME2615'NEEDED FOR THE STATION.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 ME2615'THERE WAS NOTHING TO
 ME2615'ESTABLISH A NEW AZIMUTH FROM.
 ME2615'
 ME2615'ABOUT 9 MILES NORTH OF ST. ANNE, 4-1/2 MILES SOUTHWEST OF MOMENCE
 ME2615'AND ON ROAD
 ME2615'RIGHT-OF-WAY.  IT IS 43 FEET SOUTH OF THE CENTERLINE OF A
 ME2615'GRAVELED ROAD, 12 FEET SOUTH
 ME2615'OF A FENCE CORNER, 7 FEET NORTH OF A TELEPHONE
 ME2615'POLE, 3 FEET WEST OF A FENCE AND 1 FOOT NORTH
 ME2615'OF A METAL WITNESS
 ME2615'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED KOSTER 1952
 ME2615'
 ME2615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1, 17 AND
 ME2615'114 AT THE SOUTH
 ME2615'EDGE OF THE KANKAKEE RIVER BRIDGE IN THE SOUTH EDGE OF
 ME2615'MOMENCE, GO SOUTHWEST ON HIGHWAY 1
 ME2615'AND 17 FOR 5.0 MILES TO A SIDE ROAD
 ME2615'RIGHT (PAVED).  TURN RIGHT AND GO WEST ON THE PAVED
 ME2615'ROAD FOR 0.2 MILE TO
 ME2615'A GRAVELED ROAD AHEAD AND A CURVE TO THE SOUTH IN THE PAVED ROAD.  GO
 ME2615'WEST ON THE
 ME2615'GRAVELED ROAD FOR 250 FEET TO THE STATION ON THE LEFT.
 ME2615'
 ME2615'REFERENCE MARK 2 IS 48 FEET SOUTH OF THE METAL WITNESS POST AND
 ME2615'1 FOOT EAST OF THE
 ME2615'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 ME2615'KOSTER NO 2 1952.
 ME2615'
 ME2615'REFERENCE MARK 3 IS 86 FEET WEST OF THE CENTERLINE OF THE PAVED
 ME2615'ROAD, 43 FEET
 ME2615'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 16 FEET
 ME2615'EAST OF THE FENCE, 15 FEET
 ME2615'NORTHEAST OF THE TELEPHONE POLE AND 14 FEET
 ME2615'EAST OF THE METAL WITNESS POST.  THE MONUMENT
 ME2615'IS FLUSH AND THE DISK IS
 ME2615'STAMPED KOSTER NO 3 1952.
 ME2615'
 ME2615'AIRLINE DISTANCE AND DIRECTON FROM NEAREST TOWN- 4-1/2 MILES
 ME2615'SOUTHWEST OF MOMENCE
 ME2615'
 ME2615'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0699 ***********************************************************************
 LC0699  DESIGNATION -  KRAFT
 LC0699  PID         -  LC0699
 LC0699  STATE/COUNTY-  IL/MCLEAN
 LC0699  USGS QUAD   -  MERNA (1981)
 LC0699
 LC0699                         *CURRENT SURVEY CONTROL
 LC0699  ___________________________________________________________________
 LC0699* NAD 83(1997)-  40 34 31.86578(N)    088 52 10.99639(W)     ADJUSTED  
 LC0699* NAVD 88     -       237.121  (meters)     777.95   (feet)  ADJUSTED  
 LC0699  ___________________________________________________________________
 LC0699  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 LC0699  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0699  DYNAMIC HT  -         237.013 (meters)     777.60  (feet)  COMP
 LC0699  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 LC0699
 LC0699  HORZ ORDER  -  SECOND
 LC0699  VERT ORDER  -  SECOND    CLASS 0
 LC0699
 LC0699.The horizontal coordinates were established by classical geodetic methods
 LC0699.and adjusted by the National Geodetic Survey in October 1999..
 LC0699
 LC0699.The orthometric height was determined by differential leveling
 LC0699.and adjusted by the National Geodetic Survey in June 1991..
 LC0699
 LC0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0699
 LC0699.The geoid height was determined by GEOID03.
 LC0699
 LC0699.The dynamic height is computed by dividing the NAVD 88
 LC0699.geopotential number by the normal gravity value computed on the
 LC0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0699.degrees latitude (g = 980.6199 gals.).
 LC0699
 LC0699.The modeled gravity was interpolated from observed gravity values.
 LC0699
 LC0699;                    North         East     Units Scale Factor Converg.
 LC0699;SPC IL E     -   434,042.641   254,583.656   MT  1.00000038   -0 20 56.0
 LC0699;SPC IL E     - 1,424,021.56    835,246.54   sFT  1.00000038   -0 20 56.0
 LC0699;UTM  16      - 4,493,317.189   341,744.722   MT  0.99990828   -1 12 59.1
 LC0699
 LC0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0699!SPC IL E     -   0.99996782  x   1.00000038  =   0.99996820
 LC0699!UTM  16      -   0.99996782  x   0.99990828  =   0.99987611
 LC0699
 LC0699|---------------------------------------------------------------------|
 LC0699| PID    Reference Object                     Distance      Geod. Az  |
 LC0699|                                                           dddmmss.s |
 LC0699| LC0700 KRAFT RM 1                           22.990 METERS 04144     |
 LC0699| CI7665 KRAFT AZ MK                                        0902059.4 |
 LC0699| LC1849 TOWANDA MUNICIPAL TANK              APPROX. 2.7 KM 2405453.0 |
 LC0699| LC0701 KRAFT RM 2                           20.292 METERS 33055     |
 LC0699|---------------------------------------------------------------------|
 LC0699
 LC0699                          SUPERSEDED SURVEY CONTROL
 LC0699
 LC0699  NAD 83(1986)-  40 34 31.88115(N)    088 52 11.00021(W) AD(       ) 2
 LC0699  NAD 27      -  40 34 31.75540(N)    088 52 10.74680(W) AD(       ) 2
 LC0699  NGVD 29 (??/??/92)  237.173  (m)          778.13   (f) ADJ UNCH    2 0
 LC0699
 LC0699.Superseded values are not recommended for survey control.
 LC0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0699.See file dsdata.txt to determine how the superseded data were derived.
 LC0699
 LC0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4174593317(NAD 83)
 LC0699_MARKER: DE = TRAVERSE STATION DISK
 LC0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0699_STAMPING: KRAFT 1960
 LC0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0699+STABILITY: SURFACE MOTION
 LC0699
 LC0699  HISTORY     - Date     Condition        Report By
 LC0699  HISTORY     - 1960     MONUMENTED       CGS
 LC0699  HISTORY     - 1961     GOOD             NGS
 LC0699
 LC0699                          STATION DESCRIPTION
 LC0699
 LC0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC0699'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF LEXINGTON,
 LC0699'ABOUT 2 MILES NORTHEAST OF TOWANDA AND 1/2 MILE EAST OF U.S.
 LC0699'HIGHWAY 66.
 LC0699'
 LC0699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 LC0699'TOWANDA ROAD AT THE NORTHWEST EDGE OF TOWANDA, GO NORTHEASTERLY
 LC0699'ON U.S. HIGHWAY 66 FOR 1.65 MILES TO SIDE ROAD RIGHT, TURN RIGHT,
 LC0699'GO SOUTHEASTERLY, CROSSING RAILROAD TRACKS FOR 0.15 MILE, KEEP
 LC0699'LEFT, GO EAST FOR 0.45 MILE TO THE STATION ON THE RIGHT AT
 LC0699'FENCE CORNER AS DESCRIBED.
 LC0699'
 LC0699'THE STATION IS A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH
 LC0699'SQUARE CONCRETE POST WHICH IS IS SET FLUSH WITH THE SURFACE
 LC0699'OF THE GROUND AND IS STAMPED KRAFT 1960.  THE MARK IS 62 FEET
 LC0699'SOUTH-SOUTHWEST OF POWER LINE POLE WITH A TRIANGULAR BLAZE, 33
 LC0699'FEET SOUTH OF THE CENTER OF ROAD, 8.4 FEET WEST OF WITNESS
 LC0699'POST AND 4 FEET WEST OF FENCE CORNER.
 LC0699'
 LC0699'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 LC0699'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 LC0699'WITH THE SURFACE OF THE GROUND AND IS STAMPED KRAFT NO 1 1960.
 LC0699'THE MARK IS 26.5 FEET EAST OF POWER LINE POLE WITH A TRIANGULAR
 LC0699'BLAZE, 25.5 FEET NORTH OF CENTER OF ROAD AND 1 FOOT SOUTH OF
 LC0699'FENCE.
 LC0699'
 LC0699'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 LC0699'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LC0699'THE SURFACE OF THE GROUND AND IS STAMPED KRAFT NO 2 1960.  THE
 LC0699'MARK IS 56 FEET WEST OF POWER LINE POLE WITH A TRIANGULAR
 LC0699'BLAZE, 25 FEET NORTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH
 LC0699'OF FENCE.
 LC0699'
 LC0699'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF
 LC0699'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC0699'OF THE GROUND AND IS STAMPED KRAFT 1960.  THE MARK IS 27.5 FEET
 LC0699'NORTH OF THE CENTER OF ROAD, 3 FEET WEST OF POWER LINE POLE,
 LC0699'1.9 FEET WEST OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 LC0699'
 LC0699'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.6 MILE
 LC0699'TO THE MARK ON THE LEFT AS DESCRIBED.
 LC0699'
 LC0699'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 LC0699'IS 82.58 FEET OR 25.170 METERS.
 LC0699'
 LC0699'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 LC0699
 LC0699                          STATION RECOVERY (1961)
 LC0699
 LC0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0699'2.5 MI NE FROM TOWANDA.
 LC0699'ABOUT 0.05 MILE SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
 LC0699'AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILE WEST ALONG
 LC0699'WEST MONROE STREET, THENCE 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 LC0699'66, THENCE 0.2 MILE SOUTHEAST ALONG A GRAVEL ROAD, THENCE 0.45
 LC0699'MILE EAST ALONG A GRAVEL ROAD, AT A FENCE CORNER SOUTH OF THE
 LC0699'ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.5 FEET WEST
 LC0699'OF A FENCE CORNER, 62 FEET SOUTH-SOUTHWEST OF A POWER POLE WHICH
 LC0699'IS THE 4TH POLE EAST OF A POLE WITH A TRANSFORMER, 8.7 FEET WEST
 LC0699'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 LC0699'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0700 ***********************************************************************
 LC0700  DESIGNATION -  KRAFT RM 1
 LC0700  PID         -  LC0700
 LC0700  STATE/COUNTY-  IL/MCLEAN
 LC0700  USGS QUAD   -  MERNA (1981)
 LC0700
 LC0700                         *CURRENT SURVEY CONTROL
 LC0700  ___________________________________________________________________
 LC0700* NAD 83(1986)-  40 34 31.     (N)    088 52 10.     (W)     SCALED    
 LC0700* NAVD 88     -       236.863  (meters)     777.11   (feet)  ADJUSTED  
 LC0700  ___________________________________________________________________
 LC0700  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0700  DYNAMIC HT  -         236.755 (meters)     776.75  (feet)  COMP
 LC0700  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 LC0700
 LC0700  VERT ORDER  -  SECOND    CLASS 0
 LC0700
 LC0700.The horizontal coordinates were scaled from a topographic map and have
 LC0700.an estimated accuracy of +/- 6 seconds.
 LC0700
 LC0700.The orthometric height was determined by differential leveling
 LC0700.and adjusted by the National Geodetic Survey in June 1991..
 LC0700
 LC0700.The geoid height was determined by GEOID03.
 LC0700
 LC0700.The dynamic height is computed by dividing the NAVD 88
 LC0700.geopotential number by the normal gravity value computed on the
 LC0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0700.degrees latitude (g = 980.6199 gals.).
 LC0700
 LC0700.The modeled gravity was interpolated from observed gravity values.
 LC0700
 LC0700;                    North         East    Units  Estimated Accuracy
 LC0700;SPC IL E     -   434,020.      254,610.      MT  (+/- 180 meters Scaled)
 LC0700
 LC0700                          SUPERSEDED SURVEY CONTROL
 LC0700
 LC0700  NGVD 29 (??/??/92)  236.915  (m)          777.28   (f) ADJ UNCH    2 0
 LC0700
 LC0700.Superseded values are not recommended for survey control.
 LC0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0700.See file dsdata.txt to determine how the superseded data were derived.
 LC0700
 LC0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK417932(NAD 83)
 LC0700_MARKER: DR = REFERENCE MARK DISK
 LC0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0700_STAMPING: KRAFT NO 1 1960
 LC0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0700+STABILITY: SURFACE MOTION
 LC0700
 LC0700  HISTORY     - Date     Condition        Report By
 LC0700  HISTORY     - 1960     MONUMENTED       CGS
 LC0700  HISTORY     - 1961     GOOD             NGS
 LC0700
 LC0700                          STATION DESCRIPTION
 LC0700
 LC0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0700'2.5 MI NE FROM TOWANDA.
 LC0700'ABOUT 0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE GULF, MOBILE
 LC0700'AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILES WEST ALONG
 LC0700'WEST MONROE STREET, THENCE 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 LC0700'66, THENCE 0.2 MILES SOUTH SOUTHEAST ON A GRAVEL ROAD, THENCE
 LC0700'0.45 MILES EAST ON A GRAVEL ROAD, 25 FEET NORTH OF THE CENTER
 LC0700'LINE OF THE ROAD, 1 FOOT SOUTH OF THE FENCE, 27 FEET EAST OF A
 LC0700'TRIANGLE BLAZED POWER POLE WHICH IS THE FOURTH POLE EAST OF A
 LC0700'POLE WITH A TRANSFORMER, 73 FEET NORTHEAST OF A FENCE CORNER,
 LC0700'75.4 FEET NORTHEAST OF TRAVERSE STATION KRAFT, 69.5 FEET NORTHEAST
 LC0700'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LC0700'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0701 ***********************************************************************
 LC0701  DESIGNATION -  KRAFT RM 2
 LC0701  PID         -  LC0701
 LC0701  STATE/COUNTY-  IL/MCLEAN
 LC0701  USGS QUAD   -  MERNA (1981)
 LC0701
 LC0701                         *CURRENT SURVEY CONTROL
 LC0701  ___________________________________________________________________
 LC0701* NAD 83(1986)-  40 34 31.     (N)    088 52 10.     (W)     SCALED    
 LC0701* NAVD 88     -       236.769  (meters)     776.80   (feet)  ADJUSTED  
 LC0701  ___________________________________________________________________
 LC0701  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LC0701  DYNAMIC HT  -         236.661 (meters)     776.45  (feet)  COMP
 LC0701  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 LC0701
 LC0701  VERT ORDER  -  SECOND    CLASS 0
 LC0701
 LC0701.The horizontal coordinates were scaled from a topographic map and have
 LC0701.an estimated accuracy of +/- 6 seconds.
 LC0701
 LC0701.The orthometric height was determined by differential leveling
 LC0701.and adjusted by the National Geodetic Survey in June 1991..
 LC0701
 LC0701.The geoid height was determined by GEOID03.
 LC0701
 LC0701.The dynamic height is computed by dividing the NAVD 88
 LC0701.geopotential number by the normal gravity value computed on the
 LC0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0701.degrees latitude (g = 980.6199 gals.).
 LC0701
 LC0701.The modeled gravity was interpolated from observed gravity values.
 LC0701
 LC0701;                    North         East    Units  Estimated Accuracy
 LC0701;SPC IL E     -   434,020.      254,610.      MT  (+/- 180 meters Scaled)
 LC0701
 LC0701                          SUPERSEDED SURVEY CONTROL
 LC0701
 LC0701  NGVD 29 (??/??/92)  236.821  (m)          776.97   (f) ADJ UNCH    2 0
 LC0701
 LC0701.Superseded values are not recommended for survey control.
 LC0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0701.See file dsdata.txt to determine how the superseded data were derived.
 LC0701
 LC0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK417932(NAD 83)
 LC0701_MARKER: DR = REFERENCE MARK DISK
 LC0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0701_STAMPING: KRAFT NO 2 1960
 LC0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0701+STABILITY: SURFACE MOTION
 LC0701
 LC0701  HISTORY     - Date     Condition        Report By
 LC0701  HISTORY     - 1960     MONUMENTED       CGS
 LC0701  HISTORY     - 1961     GOOD             NGS
 LC0701
 LC0701                          STATION DESCRIPTION
 LC0701
 LC0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0701'2.5 MI NE FROM TOWANDA.
 LC0701'ABOUT 0.05 MILE SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
 LC0701'AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILE WEST ON
 LC0701'WEST MONROE STREET, THENCE 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 LC0701'66, THENCE 0.2 MILE SOUTHEAST ON GRAVEL ROAD, THENCE 0.45 MILE
 LC0701'EAST ON GRAVEL ROAD, 25 FEET NORTH OF THE CENTERLINE OF ROAD,
 LC0701'1 FOOT SOUTH OF FENCE, 56 FEET WEST OF TRIANGLE BLAZED POWER
 LC0701'POLE, 4TH POLE EAST OF POLE WITH TRANSFORMER, 69 FEET NORTHWEST
 LC0701'OF FENCE CORNER, 66.6 FEET NORTHWEST OF TRAVERSE STATION KRAFT,
 LC0701'70.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LC0701'POST ABOUT LEVEL WITH THE ROAD AND PROJECTS ABOUT 1 INCH ABOVE
 LC0701'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1912 ***********************************************************************
 JB1912  DESIGNATION -  KRAUSZ
 JB1912  PID         -  JB1912
 JB1912  STATE/COUNTY-  IL/ST CLAIR
 JB1912  USGS QUAD   -  VENEDY (1979)
 JB1912
 JB1912                         *CURRENT SURVEY CONTROL
 JB1912  ___________________________________________________________________
 JB1912* NAD 83(1997)-  38 28 09.13985(N)    089 42 30.91023(W)     ADJUSTED  
 JB1912* NAVD 88     -       144.9    (meters)     475.     (feet)  VERTCON   
 JB1912  ___________________________________________________________________
 JB1912  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JB1912  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JB1912
 JB1912  HORZ ORDER  -  SECOND
 JB1912
 JB1912.The horizontal coordinates were established by classical geodetic methods
 JB1912.and adjusted by the National Geodetic Survey in October 1999..
 JB1912
 JB1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1912
 JB1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1912
 JB1912.The geoid height was determined by GEOID03.
 JB1912
 JB1912;                    North         East     Units Scale Factor Converg.
 JB1912;SPC IL W     -   200,148.439   739,974.382   MT  0.99996085   +0 17 05.9
 JB1912;SPC IL W     -   656,653.67  2,427,732.62   sFT  0.99996085   +0 17 05.9
 JB1912;UTM  16      - 4,261,352.576   263,696.433   MT  1.00028771   -1 41 08.8
 JB1912
 JB1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1912!SPC IL W     -   0.99998203  x   0.99996085  =   0.99994288
 JB1912!UTM  16      -   0.99998203  x   1.00028771  =   1.00026974
 JB1912
 JB1912|---------------------------------------------------------------------|
 JB1912| PID    Reference Object                     Distance      Geod. Az  |
 JB1912|                                                           dddmmss.s |
 JB1912| JB1914 KRAUSZ RM 1                          13.745 METERS 09328     |
 JB1912| JB1916 KRAUSZ AZ MK                        APPROX. 0.7 KM 1493844.8 |
 JB1912| CI4020 KRAUSZ RM 2                          13.334 METERS 23539     |
 JB1912|---------------------------------------------------------------------|
 JB1912
 JB1912                          SUPERSEDED SURVEY CONTROL
 JB1912
 JB1912  NAD 83(1986)-  38 28 09.15610(N)    089 42 30.90701(W) AD(       ) 2
 JB1912  NAD 27      -  38 28 08.97679(N)    089 42 30.56400(W) AD(       ) 2
 JB1912  NGVD 29 (07/19/86)  145.0    (m)          476.     (f) VERT ANG       
 JB1912
 JB1912.Superseded values are not recommended for survey control.
 JB1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1912.See file dsdata.txt to determine how the superseded data were derived.
 JB1912
 JB1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6369661353(NAD 83)
 JB1912_MARKER: DS = TRIANGULATION STATION DISK
 JB1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1912
 JB1912  HISTORY     - Date     Condition        Report By
 JB1912  HISTORY     - 1971     MONUMENTED       NGS
 JB1912  HISTORY     - 1971     GOOD             NGS
 JB1912
 JB1912                          STATION DESCRIPTION
 JB1912
 JB1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1912'THE STATION IS LOCATED ON A PROMINENT HILL, IN THE EAST EDGE OF A
 JB1912'BARN YARD, ON THE
 JB1912'PROPERTY OF MR HOMER KRAUSZ, OCCUPIED BY MR RAY
 JB1912'ULLRICH, ABOUT 4.5 MILES
 JB1912'SOUTH-SOUTHWEST OF NEW BADEN, 43 FEET
 JB1912'NORTHEAST OF THE NORTHEAST CORNER OF A
 JB1912'BARN, 60 FEET SOUTHEAST OF THE
 JB1912'SOUTHEAST CORNER OF AN IMPLEMENT SHED AND 18 FEET
 JB1912'SOUTHWEST OF THE
 JB1912'SOUTHWEST CORNER OF A WOODEN CORN CRIB.  THE MONUMENT IS FLUSH AND
 JB1912'THE DISK IS STAMPED KRAUSZ 1971.
 JB1912'
 JB1912'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 161 AND 160
 JB1912'AT THE EAST EDGE
 JB1912'OF NEW BADEN, GO SOUTH ON HIGHWAY 160 FOR 0.75 MILE
 JB1912'TO A CROSSROAD.  TURN RIGHT AND GO
 JB1912'WEST ON ROAD FOR 1.0 MILE TO THE
 JB1912'JUNCTION OF STATE HIGHWAY 177.  CONTINUE SOUTH ON THE
 JB1912'ROAD FOR 0.9
 JB1912'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE ROAD FOR
 JB1912'0.25 MILE TO A
 JB1912'DRIVEWAY RIGHT.  TURN RIGHT AND GO NORTH ON THE
 JB1912'DRIVEWAY FOR 0.15 MILE TO
 JB1912'FARMHOUSE.  TURN RIGHT PASSING TO THE NORTH
 JB1912'OF THE HOUSE AND GO EAST FOR ABOUT 200 FEET
 JB1912'TO EAST END OF BARNYARD
 JB1912'AND THE STATION.
 JB1912'
 JB1912'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON THE ROAD
 JB1912'FOR 0.2 MILE TO
 JB1912'RAILROAD CROSSING AND THE AZIMUTH MARK ON THE RIGHT.
 JB1912'
 JB1912'REFERENCE MARK 1 IS 84 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JB1912'BARN AND 18 FEET
 JB1912'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF CRIB.
 JB1912'THE MONUMENT IS FLUSH AND THE DISK
 JB1912'IS STAMPED KRAUSZ NO 1 1971.
 JB1912'
 JB1912'REFERENCE MARK 2 IS 1 FOOT NORTHWEST OF THE NORTHEAST CORNER OF BARN
 JB1912'AND 1 FOOT NORTH
 JB1912'OF NORTH WALL OF SAME.  THE MONUMENT PROJECTS 2
 JB1912'INCHES AND THE DISK IS STAMPED
 JB1912'KRAUSZ NO 2 1971.
 JB1912'
 JB1912'THE AZIMUTH MARK IS 19 FEET SOUTH OF SOUTH RAIL OF RAILROAD, 1 FOOT
 JB1912'NORTH OF A METAL
 JB1912'WITNESS POST, 40 FEET WEST OF THE CENTERLINE OF THE
 JB1912'ROAD AND 15 FEET SOUTHWEST OF THE
 JB1912'SOUTH END OF A CULVERT.  THE
 JB1912'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JB1912'KRAUSZ 1971.
 JB1912'
 JB1912'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB1912
 JB1912                          STATION RECOVERY (1971)
 JB1912
 JB1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1912'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND AS
 JB1912'DESCRIBED AND IN GOOD CONDITION.
 JB1912'
 JB1912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-3/4 MI.
 JB1912'SW OF NEW MEMPHIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1916 ***********************************************************************
 JB1916  DESIGNATION -  KRAUSZ AZ MK
 JB1916  PID         -  JB1916
 JB1916  STATE/COUNTY-  IL/ST CLAIR
 JB1916  USGS QUAD   -  VENEDY (1979)
 JB1916
 JB1916                         *CURRENT SURVEY CONTROL
 JB1916  ___________________________________________________________________
 JB1916* NAD 83(1997)-  38 27 50.06987(N)    089 42 16.70624(W)     ADJUSTED  
 JB1916* NAVD 88     -       129.4    (meters)     425.     (feet)  VERTCON   
 JB1916  ___________________________________________________________________
 JB1916  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JB1916  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB1916
 JB1916  HORZ ORDER  -  SECOND
 JB1916
 JB1916.The horizontal coordinates were established by classical geodetic methods
 JB1916.and adjusted by the National Geodetic Survey in October 1999..
 JB1916
 JB1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1916
 JB1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1916
 JB1916.The geoid height was determined by GEOID03.
 JB1916
 JB1916;                    North         East     Units Scale Factor Converg.
 JB1916;SPC IL W     -   199,562.169   740,321.641   MT  0.99996119   +0 17 14.6
 JB1916;SPC IL W     -   654,730.22  2,428,871.92   sFT  0.99996119   +0 17 14.6
 JB1916;UTM  16      - 4,260,754.517   264,023.434   MT  1.00028581   -1 40 59.2
 JB1916
 JB1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1916!SPC IL W     -   0.99998446  x   0.99996119  =   0.99994565
 JB1916!UTM  16      -   0.99998446  x   1.00028581  =   1.00027027
 JB1916
 JB1916|---------------------------------------------------------------------|
 JB1916| PID    Reference Object                     Distance      Geod. Az  |
 JB1916|                                                           dddmmss.s |
 JB1916| JB1913 CENSUS CTR OF POPULATION            163.527 METERS 23646     |
 JB1916| CI4086 CENSUS CTR OF POP RM 1                             2852535.0 |
 JB1916| JB1912 KRAUSZ                              APPROX. 0.7 KM 3293853.7 |
 JB1916|---------------------------------------------------------------------|
 JB1916
 JB1916                          SUPERSEDED SURVEY CONTROL
 JB1916
 JB1916  NAD 83(1986)-  38 27 50.08611(N)    089 42 16.70309(W) AD(       ) 2
 JB1916  NAD 27      -  38 27 49.90677(N)    089 42 16.36094(W) AD(       ) 2
 JB1916  NGVD 29 (07/19/86)  129.5    (m)          425.     (f) VERT ANG       
 JB1916
 JB1916.Superseded values are not recommended for survey control.
 JB1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1916.See file dsdata.txt to determine how the superseded data were derived.
 JB1916
 JB1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6402360755(NAD 83)
 JB1916_MARKER: DZ = AZIMUTH MARK DISK
 JB1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1916
 JB1916  HISTORY     - Date     Condition        Report By
 JB1916  HISTORY     - 1971     MONUMENTED       NGS
 JB1916
 JB1916                          STATION DESCRIPTION
 JB1916
 JB1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1916'THE STATION IS A STANDARD AZIMUTH MARK DISK, STAMPED KRAUSZ 1971 SET
 JB1916'IN TOP OF A
 JB1916'12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 4-INCHES
 JB1916'ABOVE GROUND LEVEL.  IT IS
 JB1916'LOCATED 19 FEET SOUTH OF THE SOUTH RAIL OF
 JB1916'RAILWAY, 40 FEET WEST OF CENTER OF
 JB1916'NORTH-SOUTH ROAD, 15 FEET
 JB1916'SOUTHWEST OF THE SOUTH END OF A CULVERT, 1 FOOT NORTH
 JB1916'OF A METAL
 JB1916'WITNESS POST, AND APPROXIMATELY 0.4 MILE SE OF STATION KRAUSZ.
 JB1916'
 JB1916'THE AZIMUTH MARK WAS INCLUDED IN THE GEODIMETER TRAVERSE TO ESTABLISH
 JB1916'THE CENSUS 1970
 JB1916'CENTER OF POPULATION.
 JB1916'
 JB1916'FOR DESCRIBED ROUTE TO REACH THIS STATION SEE DESCRIPTION FOR STATION
 JB1916'KRAUSZ 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1914 ***********************************************************************
 JB1914  DESIGNATION -  KRAUSZ RM 1
 JB1914  PID         -  JB1914
 JB1914  STATE/COUNTY-  IL/ST CLAIR
 JB1914  USGS QUAD   -  VENEDY (1979)
 JB1914
 JB1914                         *CURRENT SURVEY CONTROL
 JB1914  ___________________________________________________________________
 JB1914* NAD 83(1997)-  38 28 09.11291(N)    089 42 30.34427(W)     ADJUSTED  
 JB1914* NAVD 88     -       144.4    (meters)     474.     (feet)  VERTCON   
 JB1914  ___________________________________________________________________
 JB1914  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 JB1914  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JB1914
 JB1914  HORZ ORDER  -  SECOND
 JB1914
 JB1914.The horizontal coordinates were established by classical geodetic methods
 JB1914.and adjusted by the National Geodetic Survey in October 1999..
 JB1914
 JB1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1914
 JB1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1914
 JB1914.The geoid height was determined by GEOID03.
 JB1914
 JB1914;                    North         East     Units Scale Factor Converg.
 JB1914;SPC IL W     -   200,147.676   739,988.105   MT  0.99996086   +0 17 06.3
 JB1914;SPC IL W     -   656,651.17  2,427,777.64   sFT  0.99996086   +0 17 06.3
 JB1914;UTM  16      - 4,261,351.342   263,710.126   MT  1.00028763   -1 41 08.4
 JB1914
 JB1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1914!SPC IL W     -   0.99998211  x   0.99996086  =   0.99994297
 JB1914!UTM  16      -   0.99998211  x   1.00028763  =   1.00026974
 JB1914
 JB1914:                Primary Azimuth Mark                     Grid Az
 JB1914:SPC IL W     -  KRAUSZ AZ MK                             150 19 54.4
 JB1914:UTM  16      -  KRAUSZ AZ MK                             152 18 09.1
 JB1914
 JB1914|---------------------------------------------------------------------|
 JB1914| PID    Reference Object                     Distance      Geod. Az  |
 JB1914|                                                           dddmmss.s |
 JB1914| JB1916 KRAUSZ AZ MK                        APPROX. 0.7 KM 1503700.7 |
 JB1914| JB1912 KRAUSZ                               13.745 METERS 27328     |
 JB1914|---------------------------------------------------------------------|
 JB1914
 JB1914                          SUPERSEDED SURVEY CONTROL
 JB1914
 JB1914  NAD 83(1986)-  38 28 09.12916(N)    089 42 30.34105(W) AD(       ) 2
 JB1914  NAD 27      -  38 28 08.94982(N)    089 42 29.99784(W) AD(       ) 2
 JB1914  NGVD 29 (07/19/86)  144.5    (m)          474.     (f) VERT ANG       
 JB1914
 JB1914.Superseded values are not recommended for survey control.
 JB1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1914.See file dsdata.txt to determine how the superseded data were derived.
 JB1914
 JB1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6371061351(NAD 83)
 JB1914_MARKER: DR = REFERENCE MARK DISK
 JB1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1914
 JB1914  HISTORY     - Date     Condition        Report By
 JB1914  HISTORY     - 1971     MONUMENTED       NGS
 JB1914
 JB1914                          STATION DESCRIPTION
 JB1914
 JB1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JB1914'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED KRAUSZ NO 1
 JB1914'1971 SET IN TOP OF
 JB1914'A 12-INCH ROUND CONCRETE MONUMENT SET FLUSH WITH
 JB1914'THE GROUND SURFACE.
 JB1914'
 JB1914'THE STATION WAS ESTABLISHED TO PROVIDE A GEODIMETER TRAVERSE CHECK
 JB1914'MEASUREMENT FOR
 JB1914'THE LOCATION OF THE CENSUS 1970 CENTER OF POPULATION.
 JB1914'
 JB1914'FOR DETAILED DESCRIPTION TO REACH THE STATION SEE DESCRIBED ROUTE FOR
 JB1914'REACHING STATION KRAUSZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0881 ***********************************************************************
 KB0881  DESIGNATION -  KRESS 2
 KB0881  PID         -  KB0881
 KB0881  STATE/COUNTY-  IL/MONTGOMERY
 KB0881  USGS QUAD   -  LITCHFIELD (1974)
 KB0881
 KB0881                         *CURRENT SURVEY CONTROL
 KB0881  ___________________________________________________________________
 KB0881* NAD 83(1997)-  39 10 30.06056(N)    089 41 22.61528(W)     ADJUSTED  
 KB0881* NAVD 88     -       204.60   (meters)     671.3    (feet)  RESET     
 KB0881  ___________________________________________________________________
 KB0881  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KB0881  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KB0881
 KB0881  HORZ ORDER  -  THIRD
 KB0881  VERT ORDER  -  THIRD
 KB0881
 KB0881.The horizontal coordinates were established by classical geodetic methods
 KB0881.and adjusted by the National Geodetic Survey in October 1999..
 KB0881.No horizontal observational check was made to the station.
 KB0881
 KB0881.The orthometric height was computed from unverified reset data.
 KB0881.No vertical observational check was made to the station.
 KB0881
 KB0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0881
 KB0881.The geoid height was determined by GEOID03.
 KB0881
 KB0881;                    North         East     Units Scale Factor Converg.
 KB0881;SPC IL W     -   278,506.412   741,220.912   MT  0.99996209   +0 18 04.9
 KB0881;SPC IL W     -   913,733.12  2,431,822.28   sFT  0.99996209   +0 18 04.9
 KB0881;UTM  16      - 4,339,644.920   267,658.924   MT  1.00026473   -1 41 59.2
 KB0881
 KB0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0881!SPC IL W     -   0.99997281  x   0.99996209  =   0.99993490
 KB0881!UTM  16      -   0.99997281  x   1.00026473  =   1.00023753
 KB0881
 KB0881|---------------------------------------------------------------------|
 KB0881| PID    Reference Object                     Distance      Geod. Az  |
 KB0881|                                                           dddmmss.s |
 KB0881| KB0882 KRESS 2 RM 3                          4.877 METERS 00959     |
 KB0881| KB0880 KRESS RM 2                           31.717 METERS 01710     |
 KB0881| KB0879 KRESS                                68.441 METERS 02317     |
 KB0881| KB1443 LITCHFIELD MUNICIPAL TANK           APPROX. 3.3 KM 0894106.3 |
 KB0881| KB1440 LITCHFIELD CATH CHURCH SPIRE        APPROX. 3.0 KM 0953139.0 |
 KB0881| KB0883 KRESS 2 RM 4                          5.685 METERS 26306     |
 KB0881|---------------------------------------------------------------------|
 KB0881
 KB0881                          SUPERSEDED SURVEY CONTROL
 KB0881
 KB0881  NAD 83(1986)-  39 10 30.06655(N)    089 41 22.60779(W) AD(       ) 3
 KB0881  NAD 27      -  39 10 29.89674(N)    089 41 22.28916(W) AD(       ) 3
 KB0881  NGVD 29 (03/28/06)  204.73   (m)          671.7    (f) RESET       3  
 KB0881
 KB0881.Superseded values are not recommended for survey control.
 KB0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0881.See file dsdata.txt to determine how the superseded data were derived.
 KB0881
 KB0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6765939645(NAD 83)
 KB0881_MARKER: DS = TRIANGULATION STATION DISK
 KB0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0881_STAMPING: KRESS 2 1972
 KB0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0881+STABILITY: SURFACE MOTION
 KB0881
 KB0881  HISTORY     - Date     Condition        Report By
 KB0881  HISTORY     - 1972     MONUMENTED       NGS
 KB0881  HISTORY     - 1972     GOOD             NGS
 KB0881
 KB0881                          STATION DESCRIPTION
 KB0881
 KB0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KB0881'THE STATION IS LOCATED ABOUT 2 MILES WEST OF LITCHFIELD, 0.25 MILE
 KB0881'WEST OF THE JUNCTION OF STATE HIGHWAY 16 AND INTERSTATE
 KB0881'HIGHWAY 55, ON ROAD RIGHT-OF-WAY, 43 FEET SOUTHEAST OF A POWER POLE
 KB0881'GUY POLE, 4 FEET NORTH OF A FENCE, 1 FOOT WEST OF A METAL
 KB0881'WITNESS POST, 138 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 16
 KB0881'AND 61 FEET WEST OF A DRAINAGE DITCH. THE MONUMENT
 KB0881'PROJECTS 2 INCHES AND THE DISK IS STAMPED KRESS 2 1972.
 KB0881'
 KB0881'REFERENCE MARK 3 IS 122 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KB0881'1 FOOT WEST OF A METAL WITNESS POST, 20 FEET NORTH OF THE
 KB0881'FENCE, 42 FEET EAST OF THE GUY POLE. THE MONUMENT PROJECTS 2 INCHES
 KB0881'AND THE DISK IS STAMPED KRESS 2 NO 3 1972.
 KB0881'
 KB0881'REFERENCE MARK 4 IS 29 FEET SOUTHEAST OF THE GUY POLE, 1 FOOT NORTH
 KB0881'OF THE FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST AND 141
 KB0881'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. THE MONUMENT PROJECTS 2
 KB0881'INCHES AND THE DISK IS STAMPED KRESS 2 NO 4 1972.
 KB0881'
 KB0881'BM M 217 1960 IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 KB0881'CONCRETE POST FLUSH WITH THE GROUND, 22 FEET NORTH OF THE
 KB0881'CENTERLINE OF AN OILED ROAD, 1 FOOT SOUTH OF A FENCE, 4 FEET EAST OF
 KB0881'A FENCE CORNER AND 2 FEET WEST OF A METAL WITNESS POST. THE DISK
 KB0881'IS STAMPED M 217 1960.
 KB0881'
 KB0881'TO REACH THE BENCH MARK FROM THE STATION, GO EAST ON HIGHWAY 16 FOR
 KB0881'0.25 MILE TO THE JUNCTION OF INTERSTATE HIGHWAY 55. TURN RIGHT
 KB0881'AND GO SOUTH ON I 55 FOR 0.5 MILE TO AN OILED ROAD RIGHT. GO WEST ON
 KB0881'THE OILED ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 KB0881'
 KB0881'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KB0881
 KB0881                          STATION RECOVERY (1972)
 KB0881
 KB0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KB0881'2 MI W FROM LITCHFIELD.
 KB0881'0.25 MILE WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 KB0881'INTERSTATE HIGHWAY 55 (ABOUT 2 MILES WEST OF LITCHFIELD), ON
 KB0881'ROAD RIGHT-OF-WAY, 43 FEET SOUTHEAST OF A POWER POLE GUY POLE,
 KB0881'4 FEET NORTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS POST,
 KB0881'138 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 61 FEET WEST
 KB0881'OF A DRAINAGE DITCH, SET IN THE TOP OF A ROUND CONCRETE POST
 KB0881'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0882 ***********************************************************************
 KB0882  DESIGNATION -  KRESS 2 RM 3
 KB0882  PID         -  KB0882
 KB0882  STATE/COUNTY-  IL/MONTGOMERY
 KB0882  USGS QUAD   -  LITCHFIELD (1974)
 KB0882
 KB0882                         *CURRENT SURVEY CONTROL
 KB0882  ___________________________________________________________________
 KB0882* NAD 83(1986)-  39 10 29.     (N)    089 41 22.     (W)     SCALED    
 KB0882* NAVD 88     -       204.52   (meters)     671.0    (feet)  RESET     
 KB0882  ___________________________________________________________________
 KB0882  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KB0882
 KB0882  VERT ORDER  -  THIRD
 KB0882
 KB0882.The horizontal coordinates were scaled from a topographic map and have
 KB0882.an estimated accuracy of +/- 6 seconds.
 KB0882
 KB0882.The orthometric height was computed from unverified reset data.
 KB0882.No vertical observational check was made to the station.
 KB0882
 KB0882.The geoid height was determined by GEOID03.
 KB0882
 KB0882;                    North         East    Units  Estimated Accuracy
 KB0882;SPC IL W     -   278,470.      741,240.      MT  (+/- 180 meters Scaled)
 KB0882
 KB0882                          SUPERSEDED SURVEY CONTROL
 KB0882
 KB0882  NGVD 29 (03/28/06)  204.65   (m)          671.4    (f) RESET       3  
 KB0882
 KB0882.Superseded values are not recommended for survey control.
 KB0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0882.See file dsdata.txt to determine how the superseded data were derived.
 KB0882
 KB0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ676396(NAD 83)
 KB0882_MARKER: DR = REFERENCE MARK DISK
 KB0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0882_STAMPING: KRESS 2 NO 3 1972
 KB0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0882+STABILITY: SURFACE MOTION
 KB0882
 KB0882  HISTORY     - Date     Condition        Report By
 KB0882  HISTORY     - 1972     MONUMENTED       NGS
 KB0882
 KB0882                          STATION DESCRIPTION
 KB0882
 KB0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KB0882'2 MI W FROM LITCHFIELD.
 KB0882'0.25 MILE WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 KB0882'INTERSTATE HIGHWAY 55 (ABOUT 2 MILES WEST OF LITCHFIELD), 122
 KB0882'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A
 KB0882'METAL WITNESS POST, 20 FEET NORTH OF A FENCE, 42 FEET EAST OF
 KB0882'POWER POLE GUY POLE, SET IN THE TOP OF A ROUND CONCRETE POST
 KB0882'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0883 ***********************************************************************
 KB0883  DESIGNATION -  KRESS 2 RM 4
 KB0883  PID         -  KB0883
 KB0883  STATE/COUNTY-  IL/MONTGOMERY
 KB0883  USGS QUAD   -  LITCHFIELD (1974)
 KB0883
 KB0883                         *CURRENT SURVEY CONTROL
 KB0883  ___________________________________________________________________
 KB0883* NAD 83(1986)-  39 10 29.     (N)    089 41 22.     (W)     SCALED    
 KB0883* NAVD 88     -       204.49   (meters)     670.9    (feet)  RESET     
 KB0883  ___________________________________________________________________
 KB0883  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KB0883
 KB0883  VERT ORDER  -  THIRD
 KB0883
 KB0883.The horizontal coordinates were scaled from a topographic map and have
 KB0883.an estimated accuracy of +/- 6 seconds.
 KB0883
 KB0883.The orthometric height was computed from unverified reset data.
 KB0883.No vertical observational check was made to the station.
 KB0883
 KB0883.The geoid height was determined by GEOID03.
 KB0883
 KB0883;                    North         East    Units  Estimated Accuracy
 KB0883;SPC IL W     -   278,470.      741,240.      MT  (+/- 180 meters Scaled)
 KB0883
 KB0883                          SUPERSEDED SURVEY CONTROL
 KB0883
 KB0883  NGVD 29 (03/28/06)  204.62   (m)          671.3    (f) RESET       3  
 KB0883
 KB0883.Superseded values are not recommended for survey control.
 KB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0883.See file dsdata.txt to determine how the superseded data were derived.
 KB0883
 KB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ676396(NAD 83)
 KB0883_MARKER: DR = REFERENCE MARK DISK
 KB0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0883_STAMPING: KRESS 2 NO 4 1972
 KB0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0883+STABILITY: SURFACE MOTION
 KB0883
 KB0883  HISTORY     - Date     Condition        Report By
 KB0883  HISTORY     - 1972     MONUMENTED       NGS
 KB0883
 KB0883                          STATION DESCRIPTION
 KB0883
 KB0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KB0883'2 MI W FROM LITCHFIELD.
 KB0883'0.25 MILE WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH
 KB0883'INTERSTATE HIGHWAY 55 (ABOUT 2 MILES WEST OF LITCHFIELD), 29
 KB0883'FEET SOUTHEAST OF A POWER LINE GUY POLE, 1 FOOT NORTH OF A FENCE,
 KB0883'1 FOOT NORTHWEST OF A METAL WITNESS POST, 141 FEET SOUTH OF THE
 KB0883'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF A ROUND CONCRETE
 KB0883'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0878 ***********************************************************************
 KB0878  DESIGNATION -  KRESS RM 1
 KB0878  PID         -  KB0878
 KB0878  STATE/COUNTY-  IL/MONTGOMERY
 KB0878  USGS QUAD   -  LITCHFIELD (1974)
 KB0878
 KB0878                         *CURRENT SURVEY CONTROL
 KB0878  ___________________________________________________________________
 KB0878* NAD 83(1986)-  39 10 31.     (N)    089 41 21.     (W)     SCALED    
 KB0878* NAVD 88     -       204.323  (meters)     670.35   (feet)  ADJUSTED  
 KB0878  ___________________________________________________________________
 KB0878  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KB0878  DYNAMIC HT  -         204.205 (meters)     669.96  (feet)  COMP
 KB0878  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 KB0878
 KB0878  VERT ORDER  -  SECOND    CLASS 0
 KB0878
 KB0878.The horizontal coordinates were scaled from a topographic map and have
 KB0878.an estimated accuracy of +/- 6 seconds.
 KB0878
 KB0878.The orthometric height was determined by differential leveling
 KB0878.and adjusted by the National Geodetic Survey in June 1991..
 KB0878
 KB0878.The geoid height was determined by GEOID03.
 KB0878
 KB0878.The dynamic height is computed by dividing the NAVD 88
 KB0878.geopotential number by the normal gravity value computed on the
 KB0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0878.degrees latitude (g = 980.6199 gals.).
 KB0878
 KB0878.The modeled gravity was interpolated from observed gravity values.
 KB0878
 KB0878;                    North         East    Units  Estimated Accuracy
 KB0878;SPC IL W     -   278,540.      741,260.      MT  (+/- 180 meters Scaled)
 KB0878
 KB0878                          SUPERSEDED SURVEY CONTROL
 KB0878
 KB0878  NGVD 29 (??/??/92)  204.451  (m)          670.77   (f) ADJ UNCH    2 0
 KB0878
 KB0878.Superseded values are not recommended for survey control.
 KB0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0878.See file dsdata.txt to determine how the superseded data were derived.
 KB0878
 KB0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ676396(NAD 83)
 KB0878_MARKER: DR = REFERENCE MARK DISK
 KB0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0878_STAMPING: KRESS NO 1 1960
 KB0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0878+STABILITY: SURFACE MOTION
 KB0878
 KB0878  HISTORY     - Date     Condition        Report By
 KB0878  HISTORY     - 1960     MONUMENTED       CGS
 KB0878  HISTORY     - 1972     MARK NOT FOUND   NGS
 KB0878  HISTORY     - 1973     MARK NOT FOUND   USGS
 KB0878
 KB0878                          STATION DESCRIPTION
 KB0878
 KB0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0878'1.2 MI W FROM LITCHFIELD.
 KB0878'ABOUT 1.2 MILES WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 KB0878'WITH U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY) IN LITCHFIELD ABOUT
 KB0878'0.25 MILE WEST OF THE JUNCTION OF A DIRT ROAD SOUTH AT THE EAST
 KB0878'END OF A ROW OF BRUSH, 68 FEET NORTH OF THE CENTER LINE OF
 KB0878'HIGHWAY, 67 FEET WEST OF THE SIXTH POWER POLE WEST OF THE
 KB0878'JUNCTION OF A DIRT ROAD SOUTH, 84 FEET EAST OF THE EAST END OF A
 KB0878'ROW OF BRUSH, 87.7 FEET EAST OF TRAVERSE STATION KRESS, 83.1
 KB0878'FEET EAST OF A METAL WITNESS POST, 1.5 FEET BELOW THE LEVEL OF
 KB0878'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KB0878'2 INCHES.
 KB0878
 KB0878                          STATION RECOVERY (1972)
 KB0878
 KB0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KB0878'MARK NOT FOUND.
 KB0878
 KB0878                          STATION RECOVERY (1973)
 KB0878
 KB0878'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KB0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1113 ***********************************************************************
 NH1113  DESIGNATION -  KROG
 NH1113  PID         -  NH1113
 NH1113  STATE/COUNTY-  IL/KANE
 NH1113  USGS QUAD   -  PINGREE GROVE (1992)
 NH1113
 NH1113                         *CURRENT SURVEY CONTROL
 NH1113  ___________________________________________________________________
 NH1113* NAD 83(1997)-  42 00 12.63497(N)    088 24 01.04310(W)     ADJUSTED  
 NH1113* NAVD 88     -       271.69   (+/-2cm)     891.4    (feet)  VERTCON   
 NH1113  ___________________________________________________________________
 NH1113  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 NH1113  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NH1113
 NH1113  HORZ ORDER  -  THIRD
 NH1113  VERT ORDER  -  THIRD ? (See Below)
 NH1113
 NH1113.The horizontal coordinates were established by classical geodetic methods
 NH1113.and adjusted by the National Geodetic Survey in October 1999..
 NH1113
 NH1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1113.The vertical order pertains to the NGVD 29 superseded value.
 NH1113
 NH1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1113
 NH1113.The geoid height was determined by GEOID03.
 NH1113
 NH1113;                    North         East     Units Scale Factor Converg.
 NH1113;SPC IL E     -   592,494.604   294,453.053   MT  0.99997538   -0 02 41.3
 NH1113;SPC IL E     - 1,943,876.05    966,051.39   sFT  0.99997538   -0 02 41.3
 NH1113;UTM  16      - 4,651,114.264   384,036.479   MT  0.99976547   -0 56 13.7
 NH1113
 NH1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1113!SPC IL E     -   0.99996260  x   0.99997538  =   0.99993798
 NH1113!UTM  16      -   0.99996260  x   0.99976547  =   0.99972808
 NH1113
 NH1113:                Primary Azimuth Mark                     Grid Az
 NH1113:SPC IL E     -  KROG AZ MK                               024 02 08.9
 NH1113:UTM  16      -  KROG AZ MK                               024 55 41.3
 NH1113
 NH1113|---------------------------------------------------------------------|
 NH1113| PID    Reference Object                     Distance      Geod. Az  |
 NH1113|                                                           dddmmss.s |
 NH1113| CI9940 KROG AZ MK                                         0235927.6 |
 NH1113| CI9941 KROG RM 1                            25.851 METERS 10807     |
 NH1113| MF1382 ST CHARLES MUNICIPAL TANK           APPROX.12.2 KM 1421435.9 |
 NH1113| MF1388 GENEVA MUNICIPAL TANK               APPROX.13.7 KM 1504437.4 |
 NH1113| CI9942 KROG RM 2                            25.921 METERS 17759     |
 NH1113|---------------------------------------------------------------------|
 NH1113
 NH1113                          SUPERSEDED SURVEY CONTROL
 NH1113
 NH1113  NAD 83(1997)-  42 00 12.63399(N)    088 24 01.04307(W) AD(       ) 3
 NH1113  NAD 83(1986)-  42 00 12.63728(N)    088 24 01.05362(W) AD(       ) 3
 NH1113  NAD 27      -  42 00 12.54310(N)    088 24 00.76570(W) AD(       ) 3
 NH1113  NGVD 29 (07/19/86)  271.76   (m)          891.6    (f) LEVELING    3  
 NH1113
 NH1113.Superseded values are not recommended for survey control.
 NH1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1113.See file dsdata.txt to determine how the superseded data were derived.
 NH1113
 NH1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8403651114(NAD 83)
 NH1113_MARKER: DS = TRIANGULATION STATION DISK
 NH1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1113
 NH1113  HISTORY     - Date     Condition        Report By
 NH1113  HISTORY     - 1956     MONUMENTED       CGS
 NH1113  HISTORY     - 1966     GOOD             CGS
 NH1113  HISTORY     - 19980511 MARK NOT FOUND   USPSQD
 NH1113
 NH1113                          STATION DESCRIPTION
 NH1113
 NH1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 NH1113'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF ST. CHARLES,
 NH1113'7 MILES SOUTHWEST OF ELGIN AND 5 MILES NORTH OF WASCO, ON
 NH1113'THE WEST SIDE OF A NORTH-SOUTH BLACKTOPPED ROAD AND ON LAND
 NH1113'OWNED BY MR. RAYMOND KROG WHO LIVES ABOUT 0.5 MILE NORTH OF
 NH1113'THE STATION.  IT IS 52 FEET WEST OF THE CENTER OF THE BLACKTOPPED
 NH1113'ROAD, 22 FEET WEST OF THE RIGHT-OF-WAY LINE AND 9 FEET EAST
 NH1113'OF A FENCE LINE AND WHITE WITNESS POST.  THE MARK IS FLUSH
 NH1113'AND THE DISK IS STAMPED KROG 1956.
 NH1113'
 NH1113'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 NH1113'64 AND WASCO AND LA FOX ROAD JUST SOUTHEAST OF THE POST OFFICE
 NH1113'IN WASCO, GO EAST ON STATE HIGHWAY 64 TOWARDS ST. CHARLES
 NH1113'FOR 0.15 MILE TO A ROAD FORK.  TAKE LEFT FORK ACROSS RAILROAD
 NH1113'TRACK AND GO 0.45 MILE TO A T-INTERSECTION.  TURN LEFT AND
 NH1113'GO NORTHWEST ON BLACKTOPPED ROAD FOR 1.2 MILES TO A ROAD
 NH1113'FORK.  KEEP RIGHT FORK AND CONTINUE IN A NORTHEASTERLY
 NH1113'DIRECTION AS PER SIGNS PLATO CENTER AND ELGIN FOR 3.55 MILES TO
 NH1113'TOP OF GRADE AND STATION ON THE WEST SIDE AS DESCRIBED.
 NH1113'
 NH1113'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTER OF THE BLACKTOPPED
 NH1113'ROAD AND ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION
 NH1113'MARK.  THE MARK IS FLUSH AND THE DISK IS STAMPED KROG NO
 NH1113'1 1956.
 NH1113'
 NH1113'REFERENCE MARK 2 IS 31 FEET WEST OF THE CENTER OF THE BLACKTOPPED
 NH1113'ROAD, 10 FEET EAST OF FENCE LINE AND 2 FEET WEST OF A POWER
 NH1113'LINE POLE WITH A TRANSFORMER AT THE TOP.  THE MARK IS FLUSH
 NH1113'AND THE DISK IS STAMPED KROG NO 2 1956.
 NH1113'
 NH1113'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF A BLACKTOPPED
 NH1113'ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT EAST
 NH1113'OF A RIGHT-OF-WAY POST.  THE MARK PROJECTS ABOUT 4 INCHES
 NH1113'AND THE DISK IS STAMPED KROG 1956.
 NH1113'
 NH1113'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 NH1113'BLACKTOPPED ROAD FOR 0.45 MILE TO A T-INTERSECTION, TURN RIGHT
 NH1113'AND GO EAST FOR 0.1 MILE TO THE MARK ON THE SOUTH SIDE AS
 NH1113'DESCRIBED.
 NH1113'
 NH1113'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1113
 NH1113                          STATION RECOVERY (1966)
 NH1113
 NH1113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1113'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 NH1113'FOUND IN GOOD CONDITION AT THIS TIME.  THE DESCRIPTION IS
 NH1113'GOOD WITH THE BELOW CHANGES.
 NH1113'
 NH1113'A METAL WITNESS POST WAS SET IN THE PLACE OF THE WOODEN
 NH1113'ONE AT THE STATION MARK.
 NH1113'
 NH1113'REFERENCE MARK 1 IS 10 FEET NORTHWEST OF A 20 INCH OAK TREE,
 NH1113'3 FEET EAST OF A FENCE CORNER AND 2 INCHES BELOW THE SURFACE
 NH1113'OF THE GROUND.
 NH1113'
 NH1113'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 NH1113
 NH1113                          STATION RECOVERY (1998)
 NH1113
 NH1113'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0078 ***********************************************************************
 JB0078  DESIGNATION -  KSA
 JB0078  PID         -  JB0078
 JB0078  STATE/COUNTY-  IL/JASPER
 JB0078  USGS QUAD   -  NEWTON (1985)
 JB0078
 JB0078                         *CURRENT SURVEY CONTROL
 JB0078  ___________________________________________________________________
 JB0078* NAD 83(1986)-  38 58 19.     (N)    088 09 13.     (W)     SCALED    
 JB0078* NAVD 88     -       161.447  (meters)     529.68   (feet)  ADJUSTED  
 JB0078  ___________________________________________________________________
 JB0078  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JB0078  DYNAMIC HT  -         161.350 (meters)     529.36  (feet)  COMP
 JB0078  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 JB0078
 JB0078  VERT ORDER  -  FIRST     CLASS II
 JB0078
 JB0078.The horizontal coordinates were scaled from a topographic map and have
 JB0078.an estimated accuracy of +/- 6 seconds.
 JB0078
 JB0078.The orthometric height was determined by differential leveling
 JB0078.and adjusted by the National Geodetic Survey in June 1991..
 JB0078
 JB0078.The geoid height was determined by GEOID03.
 JB0078
 JB0078.The dynamic height is computed by dividing the NAVD 88
 JB0078.geopotential number by the normal gravity value computed on the
 JB0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0078.degrees latitude (g = 980.6199 gals.).
 JB0078
 JB0078.The modeled gravity was interpolated from observed gravity values.
 JB0078
 JB0078;                    North         East    Units  Estimated Accuracy
 JB0078;SPC IL E     -   255,880.      315,570.      MT  (+/- 180 meters Scaled)
 JB0078
 JB0078                          SUPERSEDED SURVEY CONTROL
 JB0078
 JB0078  NGVD 29 (??/??/92)  161.511  (m)          529.89   (f) ADJ UNCH    1 2
 JB0078
 JB0078.Superseded values are not recommended for survey control.
 JB0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0078.See file dsdata.txt to determine how the superseded data were derived.
 JB0078
 JB0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ000142(NAD 83)
 JB0078_MARKER: DB = BENCH MARK DISK
 JB0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0078_SP_SET: TOWER CONCRETE BASE
 JB0078_STAMPING: K S A 1956
 JB0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0078
 JB0078  HISTORY     - Date     Condition        Report By
 JB0078  HISTORY     - 1956     MONUMENTED       CGS
 JB0078
 JB0078                          STATION DESCRIPTION
 JB0078
 JB0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0078'1.4 MI SE FROM NEWTON.
 JB0078'1.35 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE
 JB0078'COURT HOUSE AT NEWTON, ABOUT 0.1 MILE SOUTHWEST OF HIGHWAY, AT
 JB0078'TRANSMITTING TOWER OF NORRIS ELECTRIC CO-OP, IN THE TOP OF
 JB0078'SOUTHWEST CORNER OF CONCRETE BASE OF TOWER.  THE MARK IS
 JB0078'CONSIDERED GROUND ELEVATION OF OBSTRUCTION NO. 92, CALL LETTERS
 JB0078'KSA273.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0193 ***********************************************************************
 LD0193  DESIGNATION -  KUHLMAN
 LD0193  PID         -  LD0193
 LD0193  STATE/COUNTY-  IL/CASS
 LD0193  USGS QUAD   -  CLEAR LAKE (1981)
 LD0193
 LD0193                         *CURRENT SURVEY CONTROL
 LD0193  ___________________________________________________________________
 LD0193* NAD 83(1997)-  40 01 09.75702(N)    090 18 10.00817(W)     ADJUSTED  
 LD0193* NAVD 88     -       204.655  (meters)     671.44   (feet)  ADJUSTED  
 LD0193  ___________________________________________________________________
 LD0193  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LD0193  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0193  DYNAMIC HT  -         204.547 (meters)     671.08  (feet)  COMP
 LD0193  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 LD0193
 LD0193  HORZ ORDER  -  FIRST
 LD0193  VERT ORDER  -  FIRST     CLASS II
 LD0193
 LD0193.The horizontal coordinates were established by classical geodetic methods
 LD0193.and adjusted by the National Geodetic Survey in October 1999..
 LD0193
 LD0193.The orthometric height was determined by differential leveling
 LD0193.and adjusted by the National Geodetic Survey in June 1991..
 LD0193
 LD0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0193
 LD0193.The geoid height was determined by GEOID03.
 LD0193
 LD0193.The dynamic height is computed by dividing the NAVD 88
 LD0193.geopotential number by the normal gravity value computed on the
 LD0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0193.degrees latitude (g = 980.6199 gals.).
 LD0193
 LD0193.The modeled gravity was interpolated from observed gravity values.
 LD0193
 LD0193;                    North         East     Units Scale Factor Converg.
 LD0193;SPC IL W     -   372,148.062   688,380.721   MT  0.99994284   -0 05 15.1
 LD0193;SPC IL W     - 1,220,955.77  2,258,462.42   sFT  0.99994284   -0 05 15.1
 LD0193;UTM  15      - 4,433,393.304   730,183.673   MT  1.00025232   +1 44 06.7
 LD0193
 LD0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0193!SPC IL W     -   0.99997306  x   0.99994284  =   0.99991590
 LD0193!UTM  15      -   0.99997306  x   1.00025232  =   1.00022537
 LD0193
 LD0193:                Primary Azimuth Mark                     Grid Az
 LD0193:SPC IL W     -  VIRGINIA MUNICIPAL TANK                  137 56 34.2
 LD0193:UTM  15      -  VIRGINIA MUNICIPAL TANK                  136 07 12.4
 LD0193
 LD0193|---------------------------------------------------------------------|
 LD0193| PID    Reference Object                     Distance      Geod. Az  |
 LD0193|                                                           dddmmss.s |
 LD0193| KC0558 VIRGINIA MUNICIPAL TANK             APPROX.10.9 KM 1375119.1 |
 LD0193| LD0739 BEARDSTOWN MUNICIPAL STANDPIPE      APPROX.10.5 KM 2652321.9 |
 LD0193| LD0737 BEARDSTOWN 6TH ST LUTH CHURCH       APPROX.11.2 KM 2665137.3 |
 LD0193| LD0738 BEARDSTOWN CBQ RR YARDS STACK       APPROX.10.5 KM 2673007.6 |
 LD0193| LD0192 KUHLMAN RM 1                         32.190 METERS 27107     |
 LD0193| LD0191 KUHLMAN AZ MK                                      2772101.8 |
 LD0193| LD0190 KUHLMAN RM 2                        390.687 METERS 29341     |
 LD0193|---------------------------------------------------------------------|
 LD0193
 LD0193                          SUPERSEDED SURVEY CONTROL
 LD0193
 LD0193  NAD 83(1997)-  40 01 09.76082(N)    090 18 10.00977(W) AD(       ) 1
 LD0193  NAD 83(1986)-  40 01 09.76711(N)    090 18 10.00320(W) AD(       ) 1
 LD0193  NAD 27      -  40 01 09.59100(N)    090 18 09.56100(W) AD(       ) 1
 LD0193  NGVD 29 (??/??/92)  204.765  (m)          671.80   (f) ADJ UNCH    1 2
 LD0193
 LD0193.Superseded values are not recommended for survey control.
 LD0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0193.See file dsdata.txt to determine how the superseded data were derived.
 LD0193
 LD0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE3018433393(NAD 83)
 LD0193_MARKER: DS = TRIANGULATION STATION DISK
 LD0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0193_STAMPING: KUHLMAN 1934
 LD0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0193+STABILITY: SURFACE MOTION
 LD0193
 LD0193  HISTORY     - Date     Condition        Report By
 LD0193  HISTORY     - 1934     MONUMENTED       CGS
 LD0193  HISTORY     - 1961     GOOD             NGS
 LD0193
 LD0193                          STATION DESCRIPTION
 LD0193
 LD0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LD0193'STATION IS ABOUT 7 MILES E OF BEARDSTOWN, ABOUT 7 MILES NW
 LD0193'OF VIRGINIA, ON THE HIGHEST POINT OF A PROMINENT HILL ON THE
 LD0193'KUHLMANN FARM, ABOUT 0.7 MILE S OF THE LINCOLN NATIONAL
 LD0193'MEMORIAL HIGHWAY, ON THE E-W FENCE LINE, 25 FEET E OF PROLONGATION
 LD0193'OF CENTER LINE OF THE N-S ROAD, 19 FEET W OF W GATEPOST, 100
 LD0193'FEET W OF FENCE CORNERPOST, 135 FEET WSW OF THE MOST WESTERLY
 LD0193'OF TWO 24-INCH ELMS THAT ARE ABOUT 10 FEET APART.  THE MARK
 LD0193'PROJECTS 5 INCHES.
 LD0193'
 LD0193'TO REACH FROM THE PUBLIC SQUARE IN BEARDSTOWN, GO E ON THE
 LD0193'LINCOLN NATIONAL MEMORIAL HIGHWAY 5.5 MILES TO A BRICK SCHOOLHOUSE
 LD0193'AT A CROSS ROAD.  CONTINUE E ON HIGHWAY 1.35 MILES TO FRANK
 LD0193'DICKS FARMHOUSE ON S SIDE OF THE ROAD AND BARN ON THE N SIDE.
 LD0193'GO S THROUGH MR. DICKS BARN LOT AND CONTINUE UP THE GRADED
 LD0193'HILL ROAD 0.65 MILE TO A GATE.  PASS THROUGH GATE AND TURN E
 LD0193'WITH THE ROAD AND GO 0.25 MILE TO THE STATION.
 LD0193'
 LD0193'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LD0193'BRONZE DISKS SET IN CONCRETE.
 LD0193'
 LD0193'REFERENCE MARK NO. 1 IS 105.61 FEET W OF STATION, ON THE
 LD0193'FENCE LINE, 6 FEET N OF CENTER LINE OF THE ROAD, AND PROJECTS 3
 LD0193'INCHES.  REFERENCE MARK NO. 2 IS 1184.92 FEET WNW OF REFERENCE
 LD0193'MARK NO. 1, 1281.78 FEET WNW OF STATION, 1 FOOT E OF N-S FENCE
 LD0193'THAT BOUNDS THE FIELD ON THE W, 80 FEET E OF ROAD THAT LEADS
 LD0193'TO THE STATION, 125 FEET N OF AN 18-INCH ASH TREE, AND 115 FEET
 LD0193'N OF THE N GATEPOST, AND PROJECTS 4 INCHES.
 LD0193'
 LD0193'AZIMUTH MARK IS ABOUT 0.25 MILE W OF STATION, 10 FEET W OF CENTER
 LD0193'LINE OF N-S ROAD THAT LEADS TO THE STATION, 20 FEET S OF THE
 LD0193'W GATEPOST, AND 1 FOOT E OF FENCE, AND PROJECTS 8 INCHES.
 LD0193'
 LD0193'HEIGHT OF LIGHT ABOVE STATION MARK - 113 FEET.
 LD0193
 LD0193                          STATION RECOVERY (1961)
 LD0193
 LD0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LD0193'7.2 MI E FROM BEARDSTOWN.
 LD0193'ABOUT 6.3 MILES EAST ALONG THE CHANDLERVILLE ROAD FROM THE CROSSING
 LD0193'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT BEARDSTOWN,
 LD0193'THENCE 0.65 MILE SOUTHEAST UPHILL ALONG A TRAIL TO A VERY DEEP
 LD0193'DITCH, THENCE 0.25 MILE SOUTHEAST ACROSS A FIELD, ALONG AN
 LD0193'EAST-WEST FENCE LINE, 19 FEET WEST OF THE WEST GATE POST OF A BOARD
 LD0193'GATE, 100 FEET WEST OF A CORNER FENCE POST, 105.6 FEET EAST OF RM
 LD0193'NO. 1, 1281.8 FEET SOUTHEAST OF RM NO. 2, ABOUT LEVEL WITH THE
 LD0193'FIELD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LD0193'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0628 ***********************************************************************
 KC0628  DESIGNATION -  KUHLMAN
 KC0628  PID         -  KC0628
 KC0628  STATE/COUNTY-  IL/PIKE
 KC0628  USGS QUAD   -  BARRY (1978)
 KC0628
 KC0628                         *CURRENT SURVEY CONTROL
 KC0628  ___________________________________________________________________
 KC0628* NAD 83(1997)-  39 44 05.60494(N)    091 06 52.44026(W)     ADJUSTED  
 KC0628* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 KC0628  ___________________________________________________________________
 KC0628  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 KC0628  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KC0628
 KC0628  HORZ ORDER  -  FIRST
 KC0628
 KC0628.The horizontal coordinates were established by classical geodetic methods
 KC0628.and adjusted by the National Geodetic Survey in October 1999..
 KC0628
 KC0628.The orthometric height was scaled from a topographic map.
 KC0628
 KC0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0628
 KC0628.The geoid height was determined by GEOID03.
 KC0628
 KC0628;                    North         East     Units Scale Factor Converg.
 KC0628;SPC IL W     -   340,983.509   618,747.088   MT  1.00002243   -0 36 21.5
 KC0628;SPC IL W     - 1,118,710.06  2,030,006.07   sFT  1.00002243   -0 36 21.5
 KC0628;SPC MO E     -   433,195.316   197,320.712   MT  0.99996749   -0 23 34.3
 KC0628;UTM  15      - 4,400,032.943   661,566.073   MT  0.99992138   +1 12 19.8
 KC0628
 KC0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0628!SPC IL W     -   0.99997013  x   1.00002243  =   0.99999256
 KC0628!SPC MO E     -   0.99997013  x   0.99996749  =   0.99993762
 KC0628!UTM  15      -   0.99997013  x   0.99992138  =   0.99989151
 KC0628
 KC0628:                Primary Azimuth Mark                     Grid Az
 KC0628:SPC IL W     -  EL DARA                                  148 09 23.1
 KC0628:SPC MO E     -  EL DARA                                  147 56 35.9
 KC0628:UTM  15      -  EL DARA                                  146 20 41.8
 KC0628
 KC0628|---------------------------------------------------------------------|
 KC0628| PID    Reference Object                     Distance      Geod. Az  |
 KC0628|                                                           dddmmss.s |
 KC0628| KC0630 EL DARA                             APPROX.14.5 KM 1473301.6 |
 KC0628| CL9690 KUHLMAN RM 1                         69.950 METERS 22302     |
 KC0628| KC0634 HANNIBAL INTL SHOE CO TANK          APPROX.20.2 KM 2583141.1 |
 KC0628| KC0640 HANNIBAL HAYDEN PLEASANT ST TK      APPROX.22.7 KM 2641645.0 |
 KC0628| KC0626 PAYSON CHURCH SPIRE                 APPROX.14.2 KM 3101249.4 |
 KC0628| CL9691 KUHLMAN RM 2                                       35305     |
 KC0628|---------------------------------------------------------------------|
 KC0628
 KC0628                          SUPERSEDED SURVEY CONTROL
 KC0628
 KC0628  NAD 83(1997)-  39 44 05.60866(N)    091 06 52.44154(W) AD(       ) 1
 KC0628  NAD 83(1986)-  39 44 05.61108(N)    091 06 52.43864(W) AD(       ) 1
 KC0628  NAD 27      -  39 44 05.44500(N)    091 06 51.94300(W) AD(       ) 1
 KC0628
 KC0628.Superseded values are not recommended for survey control.
 KC0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0628.See file dsdata.txt to determine how the superseded data were derived.
 KC0628
 KC0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE6156600033(NAD 83)
 KC0628_MARKER: DS = TRIANGULATION STATION DISK
 KC0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0628
 KC0628  HISTORY     - Date     Condition        Report By
 KC0628  HISTORY     - 1931     MONUMENTED       CGS
 KC0628  HISTORY     - 1959     GOOD             ILHD
 KC0628  HISTORY     - 1960     GOOD             ILHD
 KC0628  HISTORY     - 1970     GOOD             LOCENG
 KC0628
 KC0628                          STATION DESCRIPTION
 KC0628
 KC0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0628'FIVE MILES NORTHWEST OF BARRY, 3 MILES NORTHEAST OF KINDERHOOK,
 KC0628'ON LAND OWNED AND OCCUPIED BY MR. HARRY KUHLMAN, IN SOUTHWEST
 KC0628'CORNER OF BARNYARD, 20.0 FEET EAST OF LARGE BARN, 23.0 FEET WEST
 KC0628'OF CORNCRIB, 12.7 FEET NORTH OF FENCE, AND 14 YARDS SOUTH OF
 KC0628'ROAD PASSING THROUGH BARNYARD.  TO REACH FROM BARRY, GO 4.6 MILES
 KC0628'TOWARD KINDERHOOK ON U.S. ROUTE 36 TO GRAVEL ROAD ON RIGHT,
 KC0628'FOLLOW THIS ROAD 0.3 MILE TO FORK, KEEP LEFT 1.5 MILES TO MR.
 KC0628'KUHLMANS HOUSE, AND TURN RIGHT TO BARNYARD AND STATION SITE.
 KC0628'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 KC0628'CONCRETE.  REFERENCE MARKS ARE
 KC0628'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 KC0628'IN SOUTHWEST CORNER OF GARDEN, 1 FOOT FROM CORNER FENCE POST,
 KC0628'AND 69.95 METERS (229.5 FEET) FROM STATION S 43 DEG 02 MIN W.
 KC0628'NO. 2 IS AT FENCE LINE, 6 METERS (20 FEET) WEST OF CENTER
 KC0628'LINE OF GRAVEL ROAD, 115 YARDS SOUTH OF T-INTERSECTION IN
 KC0628'ROADS, AND ONE-HALF MILE FROM STATION N 06 DEG 55 MIN W.
 KC0628
 KC0628                          STATION RECOVERY (1959)
 KC0628
 KC0628'RECOVERY NOTE BY IL HIGHWAY DEPT 1959 (HWB)
 KC0628'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KC0628'CONDITION.
 KC0628'
 KC0628'REFERENCE MARK 1 IS IN SOUTHWEST CORNER OF SMALL FIELD (CORN IN
 KC0628'SUMMER - FEED LOT IN WINTER) SOUTH OF BARN, 1 FOOT EAST OF
 KC0628'CORNER FENCE POST AND 1 FOOT WEST OF TELEPHONE POLE.  LAND NOW
 KC0628'BELONGS TO CARL ALEXANDER (HE ALSO LIVES AT HOUSE).
 KC0628
 KC0628                          STATION RECOVERY (1960)
 KC0628
 KC0628'RECOVERY NOTE BY IL HIGHWAY DEPT 1960
 KC0628'STATION, R.M. 1 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 KC0628'PROPERTY OWNED AND OCCUPIED BY CARL ALEXANDER.
 KC0628'
 KC0628'R.M. 1 IS IN SW CORNER OF SMALL FIELD, S OF BARN, 2 FEET W OF
 KC0628'TELEPHONE POLE AND ONE FOOT E FROM SE CORNER POST OF GARDEN PLOT.
 KC0628
 KC0628                          STATION RECOVERY (1970)
 KC0628
 KC0628'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JL)
 KC0628'STATION RECOVERED EXCELLENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0192 ***********************************************************************
 LD0192  DESIGNATION -  KUHLMAN RM 1
 LD0192  PID         -  LD0192
 LD0192  STATE/COUNTY-  IL/CASS
 LD0192  USGS QUAD   -  CLEAR LAKE (1981)
 LD0192
 LD0192                         *CURRENT SURVEY CONTROL
 LD0192  ___________________________________________________________________
 LD0192* NAD 83(1986)-  40 01 10.     (N)    090 18 06.     (W)     SCALED    
 LD0192* NAVD 88     -       204.690  (meters)     671.55   (feet)  ADJUSTED  
 LD0192  ___________________________________________________________________
 LD0192  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0192  DYNAMIC HT  -         204.582 (meters)     671.20  (feet)  COMP
 LD0192  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 LD0192
 LD0192  VERT ORDER  -  FIRST     CLASS II
 LD0192
 LD0192.The horizontal coordinates were scaled from a topographic map and have
 LD0192.an estimated accuracy of +/- 6 seconds.
 LD0192
 LD0192.The orthometric height was determined by differential leveling
 LD0192.and adjusted by the National Geodetic Survey in June 1991..
 LD0192
 LD0192.The geoid height was determined by GEOID03.
 LD0192
 LD0192.The dynamic height is computed by dividing the NAVD 88
 LD0192.geopotential number by the normal gravity value computed on the
 LD0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0192.degrees latitude (g = 980.6199 gals.).
 LD0192
 LD0192.The modeled gravity was interpolated from observed gravity values.
 LD0192
 LD0192;                    North         East    Units  Estimated Accuracy
 LD0192;SPC IL W     -   372,160.      688,480.      MT  (+/- 180 meters Scaled)
 LD0192
 LD0192                          SUPERSEDED SURVEY CONTROL
 LD0192
 LD0192  NGVD 29 (??/??/92)  204.800  (m)          671.91   (f) ADJ UNCH    1 2
 LD0192
 LD0192.Superseded values are not recommended for survey control.
 LD0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0192.See file dsdata.txt to determine how the superseded data were derived.
 LD0192
 LD0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE302334(NAD 83)
 LD0192_MARKER: DR = REFERENCE MARK DISK
 LD0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0192_STAMPING: KUHLMANN NO 1 1934
 LD0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0192+STABILITY: SURFACE MOTION
 LD0192
 LD0192  HISTORY     - Date     Condition        Report By
 LD0192  HISTORY     - 1934     MONUMENTED       CGS
 LD0192  HISTORY     - 1961     GOOD             NGS
 LD0192
 LD0192                          STATION DESCRIPTION
 LD0192
 LD0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0192'7.2 MI E FROM BEARDSTOWN.
 LD0192'ABOUT 6.3 MILES EAST ALONG THE CHANDLERVILLE ROAD FROM THE CROSSING
 LD0192'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT BEARDSTOWN,
 LD0192'THENCE 0.65 MILES SOUTHEAST UPHILL ALONG A TRAIL TO VERY DEEP
 LD0192'DITCH, THENCE 0.25 MILE SOUTHEAST ACROSS A CULTIVATED FIELD,
 LD0192'ALONG AN EAST-WEST FENCE LINE, 129 FEET EAST OF A NORTH-SOUTH
 LD0192'FENCE, 105.6 FEET WEST OF TRIANGULATION STATION KUHIMANN, 1184.9
 LD0192'FEET SOUTHEAST OF REFERENCE MARK NO. 2, ABOUT LEVEL WITH THE
 LD0192'FIELD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 LD0192'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0190 ***********************************************************************
 LD0190  DESIGNATION -  KUHLMAN RM 2
 LD0190  PID         -  LD0190
 LD0190  STATE/COUNTY-  IL/CASS
 LD0190  USGS QUAD   -  CLEAR LAKE (1981)
 LD0190
 LD0190                         *CURRENT SURVEY CONTROL
 LD0190  ___________________________________________________________________
 LD0190* NAD 83(1986)-  40 01 15.     (N)    090 18 24.     (W)     SCALED    
 LD0190* NAVD 88     -       204.540  (meters)     671.06   (feet)  ADJUSTED  
 LD0190  ___________________________________________________________________
 LD0190  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LD0190  DYNAMIC HT  -         204.431 (meters)     670.70  (feet)  COMP
 LD0190  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 LD0190
 LD0190  VERT ORDER  -  FIRST     CLASS II
 LD0190
 LD0190.The horizontal coordinates were scaled from a topographic map and have
 LD0190.an estimated accuracy of +/- 6 seconds.
 LD0190
 LD0190.The orthometric height was determined by differential leveling
 LD0190.and adjusted by the National Geodetic Survey in June 1991..
 LD0190
 LD0190.The geoid height was determined by GEOID03.
 LD0190
 LD0190.The dynamic height is computed by dividing the NAVD 88
 LD0190.geopotential number by the normal gravity value computed on the
 LD0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0190.degrees latitude (g = 980.6199 gals.).
 LD0190
 LD0190.The modeled gravity was interpolated from observed gravity values.
 LD0190
 LD0190;                    North         East    Units  Estimated Accuracy
 LD0190;SPC IL W     -   372,310.      688,050.      MT  (+/- 180 meters Scaled)
 LD0190
 LD0190                          SUPERSEDED SURVEY CONTROL
 LD0190
 LD0190  NGVD 29 (??/??/92)  204.650  (m)          671.42   (f) ADJ UNCH    1 2
 LD0190
 LD0190.Superseded values are not recommended for survey control.
 LD0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0190.See file dsdata.txt to determine how the superseded data were derived.
 LD0190
 LD0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE298335(NAD 83)
 LD0190_MARKER: DR = REFERENCE MARK DISK
 LD0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0190_STAMPING: KUHLMANN NO 2 1934
 LD0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0190+STABILITY: SURFACE MOTION
 LD0190
 LD0190  HISTORY     - Date     Condition        Report By
 LD0190  HISTORY     - 1934     MONUMENTED       CGS
 LD0190  HISTORY     - 1961     GOOD             NGS
 LD0190
 LD0190                          STATION DESCRIPTION
 LD0190
 LD0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LD0190'7.2 MI E FROM BEARDSTOWN.
 LD0190'ABOUT 6.3 MILES EAST ALONG THE CHANDLERVILLE ROAD FROM THE CROSSING
 LD0190'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT BEARDSTOWN, THENCE
 LD0190'0.65 MILE SOUTHEAST UPHILL ALONG A TRAIL TO A VERY DEEP DITCH,
 LD0190'1281.8 FEET NORTHWEST OF THE STATION, 1184.9 FEET NORTHWEST OF RM
 LD0190'NO. 1, 177 FEET SOUTH OF THE NORTHWEST CORNER OF THE CULTIVATED
 LD0190'FIELD, 455 FEET NORTH ALONG A FENCE LINE FROM KUHLMANN AZIMUTH
 LD0190'MARK, ABOUT LEVEL WITH THE FIELD AND SET IN THE TOP OF A CONCRETE
 LD0190'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1617 ***********************************************************************
 HB1617  DESIGNATION -  KYLE
 HB1617  PID         -  HB1617
 HB1617  STATE/COUNTY-  IL/JOHNSON
 HB1617  USGS QUAD   -  GOREVILLE (1996)
 HB1617
 HB1617                         *CURRENT SURVEY CONTROL
 HB1617  ___________________________________________________________________
 HB1617* NAD 83(1997)-  37 31 12.95023(N)    088 54 34.14366(W)     ADJUSTED  
 HB1617* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 HB1617  ___________________________________________________________________
 HB1617  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HB1617  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HB1617
 HB1617  HORZ ORDER  -  FIRST
 HB1617
 HB1617.The horizontal coordinates were established by classical geodetic methods
 HB1617.and adjusted by the National Geodetic Survey in October 1999..
 HB1617
 HB1617.The orthometric height was scaled from a topographic map.
 HB1617
 HB1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1617
 HB1617.The geoid height was determined by GEOID03.
 HB1617
 HB1617;                    North         East     Units Scale Factor Converg.
 HB1617;SPC IL E     -    94,885.312   249,068.411   MT  1.00000694   -0 21 03.3
 HB1617;SPC IL E     -   311,302.89    817,151.95   sFT  1.00000694   -0 21 03.3
 HB1617;UTM  16      - 4,154,302.356   331,258.016   MT  0.99995074   -1 09 47.6
 HB1617
 HB1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1617!SPC IL E     -   0.99996655  x   1.00000694  =   0.99997349
 HB1617!UTM  16      -   0.99996655  x   0.99995074  =   0.99991729
 HB1617
 HB1617:                Primary Azimuth Mark                     Grid Az
 HB1617:SPC IL E     -  CREAL SPRINGS TV STA WSIL MAST           018 01 12.7
 HB1617:UTM  16      -  CREAL SPRINGS TV STA WSIL MAST           018 49 57.0
 HB1617
 HB1617|---------------------------------------------------------------------|
 HB1617| PID    Reference Object                     Distance      Geod. Az  |
 HB1617|                                                           dddmmss.s |
 HB1617| HB1614 CREAL SPRINGS TV STA WSIL MAST      APPROX.10.8 KM 0174009.4 |
 HB1617| CI4025 KYLE RM 1                            30.196 METERS 06817     |
 HB1617| CI4026 KYLE RM 2                            27.247 METERS 15525     |
 HB1617| CI4024 KYLE AZ MK                                         1892125.6 |
 HB1617| HB1676 HINES RM 3                          APPROX.15.6 KM 2900959.2 |
 HB1617| HB1618 PTS 14 58 A                          50.639 METERS 34254     |
 HB1617|---------------------------------------------------------------------|
 HB1617
 HB1617                          SUPERSEDED SURVEY CONTROL
 HB1617
 HB1617  NAD 83(1997)-  37 31 12.95683(N)    088 54 34.14287(W) AD(       ) 1
 HB1617  NAD 83(1986)-  37 31 12.95975(N)    088 54 34.14575(W) AD(       ) 1
 HB1617  NAD 27      -  37 31 12.77884(N)    088 54 33.90452(W) AD(       ) 1
 HB1617
 HB1617.Superseded values are not recommended for survey control.
 HB1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1617.See file dsdata.txt to determine how the superseded data were derived.
 HB1617
 HB1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG3125854302(NAD 83)
 HB1617_MARKER: DS = TRIANGULATION STATION DISK
 HB1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1617
 HB1617  HISTORY     - Date     Condition        Report By
 HB1617  HISTORY     - 1957     MONUMENTED       CGS
 HB1617  HISTORY     - 1960     GOOD             CGS
 HB1617  HISTORY     - 1964     GOOD             ILDT
 HB1617  HISTORY     - 1968     GOOD             CGS
 HB1617
 HB1617                          STATION DESCRIPTION
 HB1617
 HB1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1617'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF VIENNA, ABOUT 4 MILES
 HB1617'SOUTHEAST OF GOREVILLE, ON THE SOUTH SIDE OF A VACANT FRAME HOUSE
 HB1617'AND ON THE PROPERTY OF MRS. LEROY SISK.  IT IS 63 FEET SOUTH OF THE
 HB1617'SOUTHWEST CORNER OF THE FRAME HOUSE, 26 FEET SOUTHEAST OF A WHITE
 HB1617'WITNESS POST, 93 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND
 HB1617'63 FEET NORTHEAST OF A 24 INCH MAPLE TREE.  THE MONUMENT IS
 HB1617'FLUSH AND THE DISK IS STAMPED KYLE 1957.
 HB1617'
 HB1617'TO REACH THE STATION FROM THE POST OFFICE IN GOREVILLE, GO SOUTH ON
 HB1617'STATE HIGHWAY 37 FOR 1.0 MILE TO A SIDE ROAD LEFT AND A RAILROAD
 HB1617'OVER PASS.  TURN LEFT AND GO EASTERLY ON THE GRAVELED ROAD FOR 3.75
 HB1617'MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 HB1617'GRAVELED ROAD FOR 1.15 MILES TO THE STATION ON THE LEFT.
 HB1617'
 HB1617'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 HB1617'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT ON A BANK ABOUT 12
 HB1617'FEET HIGHER THAN THE ROAD.
 HB1617'
 HB1617'REFERENCE MARK 1 IS 65 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HB1617'HOUSE, 11 FEET WEST OF A FENCE LINE AND 19 FEET NORTH OF A 5 INCH
 HB1617'WALNUT TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1617'KYLE NO 1 1957.
 HB1617'
 HB1617'REFERENCE MARK 2 IS 143 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HB1617'ROAD AND 40 FEET NORTH OF A FENCE CORNER.  THE MONUMENT
 HB1617'PROJECTS 2 INCHES AND THE DISK IS STAMPED KYLE NO 2 1957.
 HB1617'
 HB1617'PT 14 (USGS) IS 19 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HB1617'DRIVEWAY, 24 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND
 HB1617'87 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE.  IT IS
 HB1617'A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN CO-OPERATION
 HB1617'WITH THE STATE OF ILLINOIS.  THE DISK IS RIVETED TO THE TOP OF A 4
 HB1617'INCH CAST IRON PIPE THAT PROJECTS 2 FEET AND IS STAMPED PRIM TRAV
 HB1617'STA NO 14 58A 1915 ILL.
 HB1617'
 HB1617'THE AZIMUTH MARK IS 42 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HB1617'ROAD, 6 FEET EAST OF A WHITE WITNESS POST, 10 FEET EAST OF A FENCE
 HB1617'CORNER AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE
 HB1617'DISK IS STAMPED KYLE 1957.
 HB1617'
 HB1617'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HB1617
 HB1617                          STATION RECOVERY (1960)
 HB1617
 HB1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1617'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HB1617'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.  PT 14 WAS
 HB1617'FOUND TO BE LOOSE IN THE GROUND AND DID NOT CHECK IN DISTANCE OR
 HB1617'DIRECTION.  THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 CHECKED IN
 HB1617'DISTANCE AND DIRECTIONS.  THE FENCE CORNER AT REFERENCE MARK 2 IS NOT
 HB1617'THERE.
 HB1617'
 HB1617'THE DESCRIPTION AND THE TO REACH FOLLOWS-
 HB1617'
 HB1617'THE STATION IS ABOUT 7.5 MILES NORTH OF VIENNA, ABOUT 4 MILES
 HB1617'SOUTHEAST OF GOREVILLE, ON THE SOUTH SIDE OF A VACANT HOUSE AND
 HB1617'ON THE PROPERTY OF MRS. LEROY SISK.  IT IS IN THE WEST PART OF
 HB1617'SECTION 32., T. 12 S., R. 3 E., 63 FEET SOUTH OF THE SOUTHWEST
 HB1617'CORNER OF THE FRAME HOUSE, 26 FEET SOUTHEAST OF A WITNESS POST, 93
 HB1617'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 63 FEET
 HB1617'NORTHEAST OF A 24 INCH MAPLE TREE.  THE MONUMENT IS FLUSH AND THE
 HB1617'DISK IS STAMPED KYLE 1957.
 HB1617'
 HB1617'TO REACH THE STATION FROM THE POST OFFICE IN GOREVILLE, GO SOUTH ON
 HB1617'STATE HIGHWAY 37 FOR 1.0 MILE TO A SIDE ROAD LEFT AND A RAILROAD
 HB1617'OVERPASS.  TURN LEFT AND GO EASTERLY ON A GRAVELED ROAD FOR 3.75
 HB1617'MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 HB1617'THE GRAVELED ROAD FOR 1.15 MILES TO THE STATION ON THE LEFT.
 HB1617'
 HB1617'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 HB1617'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT ON A BANK ABOUT 12
 HB1617'FEET HIGHER THAN THE ROAD.
 HB1617'
 HB1617'REFERENCE MARK 1 IS 65 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HB1617'HOUSE, 11 FEET WEST OF A FENCE LINE AND 19 FEET NORTH OF A 5 INCH
 HB1617'WALNUT TREE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HB1617'KYLE NO 1 1957.
 HB1617'
 HB1617'REFERENCE MARK 2 IS 143 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HB1617'ROAD, 99 FEET NORTH OF THE NORTHEAST CORNER OF A BARN AND 46 FEET
 HB1617'WEST OF A WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES AND DISK IS
 HB1617'STAMPED KYLE NO 2 1957.
 HB1617'
 HB1617'PT 14 (USGS) IS 19 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, 24
 HB1617'FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND 87 FEET
 HB1617'NORTHWEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE.  IT IS A
 HB1617'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN CO-OPERATION
 HB1617'WITH THE STATE OF ILLINOIS.  THE DISK IS RIVETED TO THE TOP OF A 4
 HB1617'INCH CAST IRON PIPE THAT PROJECTS 18 INCHES AND IS STAMPED PRIM TRAV
 HB1617'STA NO 14 58A 1915 ILL.
 HB1617'
 HB1617'THE AZIMUTH MARK IS 42 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HB1617'ROAD, 6 FEET EAST OF A WITNESS POST, 10 FEET EAST OF A FENCE CORNER
 HB1617'AND 1 FOOT NORTH OF A FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 HB1617'STAMPED KYLE 1957.
 HB1617'
 HB1617'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HB1617
 HB1617                          STATION RECOVERY (1964)
 HB1617
 HB1617'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1964
 HB1617'KYLE 1957 RECOVERED GOOD.
 HB1617'
 HB1617'KYLE NO. 1 RECOVERED GOOD.
 HB1617'
 HB1617'KYLE 1957 (AZIMUTH) RECOVERED GOOD.
 HB1617'
 HB1617'PT 14 (USGS) RECOVERED GOOD.
 HB1617'
 HB1617'THE HOUSE FOUNDATION IS ALL THAT REMAINS OF THE DESCRIBED HOUSE.
 HB1617
 HB1617                          STATION RECOVERY (1968)
 HB1617
 HB1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HB1617'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HB1617'CONDITION.  THE STATION SITE IS NOW A DENSE THICKET OF SAPLINGS
 HB1617'AND BRIARS, AND THE HORIZONTAL MEASURED DISTANCE BETWEEN THE MARKS
 HB1617'WERE NOT CHECKED.
 HB1617'
 HB1617'DUE TO CHANGES AT THE STATION SITE, THE ORIGINAL DESCRIPTION IS
 HB1617'NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1617'
 HB1617'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF VIANNA, ABOUT 4
 HB1617'MILES SOUTHEAST OF GOREVILLE AND ON THE PROPERTY OF MRS. LEROY
 HB1617'SINK.
 HB1617'
 HB1617'TO REACH THE STATION FROM THE POST OFFICE IN GOREVILLE, GO SOUTH ON
 HB1617'STATE ROUTE 37 FOR 1.0 MILE TO A GRAVELED T ROAD LEFT AT A RAILROAD
 HB1617'OVERPASS.  HERE TURN LEFT AND GO EASTERLY ON THIS GRAVELED ROAD FOR
 HB1617'3.75 MILES TO A GRAVELED T ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY
 HB1617'ON THIS GRAVELED ROAD FOR 1.15 MILES TO A GRADED T ROAD LEFT AND
 HB1617'THE STATION IN THE SOUTHEAST ANGLE IN DENSE THICKET AS DESCRIBED.
 HB1617'
 HB1617'THE STATION IS 134 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 HB1617'GRADED ROAD, 92 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 HB1617'ROAD, 65 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OLD STONE
 HB1617'FOUNDATION, 62 FEET NORTHEAST OF A 24-INCH MAPLE TREE, 62 FEET
 HB1617'WEST OF A 16-INCH HACKBERRY TREE, 46 FEET SOUTH-SOUTHWEST OF THE
 HB1617'CENTER OF AN OLD ROCK-CASED WELL, AND 1.0 FOOT WEST OF A METAL
 HB1617'WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF
 HB1617'A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HB1617'STAMPED KYLE 1957.
 HB1617'
 HB1617'REFERENCE MARK NO. 1 IS 178 FEET EAST OF THE APPROXIMATE CENTER OF
 HB1617'THE GRAVELED ROAD, 80 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 HB1617'GRADED ROAD, 69 FEET EAST-NORTHEAST OF THE CENTER OF THE OLD WELL,
 HB1617'65 FEET EAST OF THE SOUTHEAST CORNER OF THE OLD STONE FOUNDATION,
 HB1617'19 FEET NORTH OF A 10-INCH BLACK WALNUT TREE, 12 FEET
 HB1617'SOUTH-SOUTHWEST OF A 12-INCH BUTTERNUT TREE, AND 0.9 OF A FOOT
 HB1617'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET
 HB1617'IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE
 HB1617'DISK IS STAMPED KYLE NO 1 1957.
 HB1617'
 HB1617'REFERENCE MARK NO. 2 IS 134 FEET EAST OF THE APPROXIMATE CENTER OF
 HB1617'THE GRAVELED ROAD, 12 FEET WEST OF THE APPROXIMATE CENTER OF AN OLD
 HB1617'LOGGING ROAD AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 HB1617'IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH,
 HB1617'CONCRETE MONUMENT AND THE DISK IS STAMPED KYLE NO 2 1957.
 HB1617'
 HB1617'PT 14 (USGS) IS IN THE NORTHEAST ANGLE OF THE GRAVELED ROAD AND THE
 HB1617'GRADED ROAD, 77 FEET NORTH-NORTHEAST AND ACROSS THE GRAVELED ROAD
 HB1617'FROM A POWERLINE TRANSFORMER POLE, 24 FEET EAST OF THE APPROXIMATE
 HB1617'CENTER OF THE GRAVELED ROAD, 19 FEET NORTH OF THE APPROXIMATE
 HB1617'CENTER OF THE GRADED ROAD, 12 FEET WEST OF A UTILITY POLE, AND 0.9
 HB1617'OF A FOOT WEST OF A METAL WITNESS POST AND SIGN.  IT IS A U. S.
 HB1617'GEOLOGICAL SURVEY BENCH MARK BRASS CAP RIVETED TO THE TOP OF A
 HB1617'4-INCH CAST IRON PIPE THAT PROJECTS ABOUT 24 INCHES AND THE
 HB1617'CAP IS STAMPED PRIM TRAV STA NO 14 58A 1915 ILL.  IN 1957 A
 HB1617'TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 HB1617'STATION KYLE 1957, THE DISTANCE BEING 166.079 FEET -
 HB1617'50.6209 METERS.
 HB1617'
 HB1617'THE AZIMUTH MARK IS 124 FEET NORTH OF A POWERLINE POLE, 42 FEET
 HB1617'EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 9 FEET EAST OF
 HB1617'A T FENCE CORNER POST, 5.7 FEET EAST OF A METAL WITNESS POST AND
 HB1617'SIGN, 1.5 FEET EAST OF A 6-INCH AMERICAN ELM TREE, AND 1 FOOT
 HB1617'NORTH OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 HB1617'12-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE DISK IS
 HB1617'STAMPED KYLE 1957.
 HB1617'
 HB1617'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHERLY ON
 HB1617'THE GRAVELED ROAD FOR 0.15 OF A MILE TO A BANK ON THE LEFT ABOUT 12
 HB1617'FEET ABOVE THE LEVEL OF THE ROAD, AND THE MARK ATOP THIS BANK
 HB1617'AS DESCRIBED.
 HB1617'
 HB1617'NOTE--C AND GS FORM 685 REPORT ON CONDITION OF SURVEY MARKER
 HB1617'REPORTING THIS STATION NOT FOUND AND POSSIBLY DESTROYED, SHOULD
 HB1617'BE DISREGARDED.
 HB1617'
 HB1617'THIS WAS NOT AN OCCUPIED STATION AT THE TIME OF RECOVERY.
 HB1617'
 HB1617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 HB1617'SOUTHEAST OF GOREVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0825 ***********************************************************************
 LC0825  DESIGNATION -  L
 LC0825  PID         -  LC0825
 LC0825  STATE/COUNTY-  IL/MCLEAN
 LC0825  USGS QUAD   -  NORMAL WEST (1995)
 LC0825
 LC0825                         *CURRENT SURVEY CONTROL
 LC0825  ___________________________________________________________________
 LC0825* NAD 83(1986)-  40 30 10.     (N)    089 05 51.     (W)     SCALED    
 LC0825* NAVD 88     -       229.790  (meters)     753.90   (feet)  ADJUSTED  
 LC0825  ___________________________________________________________________
 LC0825  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0825  DYNAMIC HT  -         229.682 (meters)     753.55  (feet)  COMP
 LC0825  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 LC0825
 LC0825  VERT ORDER  -  FIRST     CLASS II
 LC0825
 LC0825.The horizontal coordinates were scaled from a topographic map and have
 LC0825.an estimated accuracy of +/- 6 seconds.
 LC0825
 LC0825.The orthometric height was determined by differential leveling
 LC0825.and adjusted by the National Geodetic Survey in June 1991..
 LC0825
 LC0825.The geoid height was determined by GEOID03.
 LC0825
 LC0825.The dynamic height is computed by dividing the NAVD 88
 LC0825.geopotential number by the normal gravity value computed on the
 LC0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0825.degrees latitude (g = 980.6199 gals.).
 LC0825
 LC0825.The modeled gravity was interpolated from observed gravity values.
 LC0825
 LC0825;                    North         East    Units  Estimated Accuracy
 LC0825;SPC IL E     -   426,110.      235,230.      MT  (+/- 180 meters Scaled)
 LC0825
 LC0825                          SUPERSEDED SURVEY CONTROL
 LC0825
 LC0825  NGVD 29 (??/??/92)  229.856  (m)          754.12   (f) ADJ UNCH    1 2
 LC0825
 LC0825.Superseded values are not recommended for survey control.
 LC0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0825.See file dsdata.txt to determine how the superseded data were derived.
 LC0825
 LC0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK222856(NAD 83)
 LC0825_MARKER: DD = SURVEY DISK
 LC0825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0825_SP_SET: BRIDGE
 LC0825_STAMPING: 754.401 L 1905
 LC0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0825
 LC0825  HISTORY     - Date     Condition        Report By
 LC0825  HISTORY     - 1905     MONUMENTED       USGS
 LC0825  HISTORY     - 1954     GOOD             NGS
 LC0825
 LC0825                          STATION DESCRIPTION
 LC0825
 LC0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC0825'4.7 MI E FROM DANVERS.
 LC0825'ABOUT 4.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0825'THE STATION AT DANVERS, ABOUT 6.1 MILES NORTHWEST OF THE FREIGHT
 LC0825'STATION AT BLOOMINGTON, IN THE TOP OF THE NORTHEAST END OF THE
 LC0825'SOUTHEAST BRIDGE SEAT OF RAILROAD OVERPASS NO. 410 OVER A NARROW
 LC0825'GRAVEL ROAD, 7.8 FEET NORTHEAST OF NORTHEAST RAIL AND ABOUT 4
 LC0825'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0871 ***********************************************************************
 KB0871  DESIGNATION -  L 102
 KB0871  PID         -  KB0871
 KB0871  STATE/COUNTY-  IL/MACOUPIN
 KB0871  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB0871
 KB0871                         *CURRENT SURVEY CONTROL
 KB0871  ___________________________________________________________________
 KB0871* NAD 83(1986)-  39 17 21.     (N)    089 58 31.     (W)     SCALED    
 KB0871* NAVD 88     -       189.165  (meters)     620.62   (feet)  ADJUSTED  
 KB0871  ___________________________________________________________________
 KB0871  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KB0871  DYNAMIC HT  -         189.058 (meters)     620.27  (feet)  COMP
 KB0871  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 KB0871
 KB0871  VERT ORDER  -  SECOND    CLASS 0
 KB0871
 KB0871.The horizontal coordinates were scaled from a topographic map and have
 KB0871.an estimated accuracy of +/- 6 seconds.
 KB0871
 KB0871.The orthometric height was determined by differential leveling
 KB0871.and adjusted by the National Geodetic Survey in June 1991..
 KB0871
 KB0871.The geoid height was determined by GEOID03.
 KB0871
 KB0871.The dynamic height is computed by dividing the NAVD 88
 KB0871.geopotential number by the normal gravity value computed on the
 KB0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0871.degrees latitude (g = 980.6199 gals.).
 KB0871
 KB0871.The modeled gravity was interpolated from observed gravity values.
 KB0871
 KB0871;                    North         East    Units  Estimated Accuracy
 KB0871;SPC IL W     -   291,090.      716,510.      MT  (+/- 180 meters Scaled)
 KB0871
 KB0871                          SUPERSEDED SURVEY CONTROL
 KB0871
 KB0871  NGVD 29 (??/??/92)  189.298  (m)          621.06   (f) ADJ UNCH    2 0
 KB0871
 KB0871.Superseded values are not recommended for survey control.
 KB0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0871.See file dsdata.txt to determine how the superseded data were derived.
 KB0871
 KB0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ433530(NAD 83)
 KB0871_MARKER: DB = BENCH MARK DISK
 KB0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0871_STAMPING: L 102 1935
 KB0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0871+STABILITY: SURFACE MOTION
 KB0871
 KB0871  HISTORY     - Date     Condition        Report By
 KB0871  HISTORY     - 1935     MONUMENTED       CGS
 KB0871
 KB0871                          STATION DESCRIPTION
 KB0871
 KB0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0871'5.6 MI W FROM CARLINVILLE.
 KB0871'5.6 MILES WEST ALONG STATE HIGHWAY 108 FROM THE SQUARE AT
 KB0871'CARLINVILLE, MACOUPIN COUNTY, ABOUT 1000 FEET WEST OF A LARGE
 KB0871'HOUSE, 70 FEET NORTH OF CULVERT 108-35.22, AT THE SOUTHWEST
 KB0871'CORNER OF THE DONNA HAYS PROPERTY, 40 FEET NORTH OF THE
 KB0871'CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF A HEDGE, AND 1 FOOT
 KB0871'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED L 102 1935 AND SET
 KB0871'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0088 ***********************************************************************
 KC0088  DESIGNATION -  L 103
 KC0088  PID         -  KC0088
 KC0088  STATE/COUNTY-  IL/MACOUPIN
 KC0088  USGS QUAD   -  BRIGHTON (1983)
 KC0088
 KC0088                         *CURRENT SURVEY CONTROL
 KC0088  ___________________________________________________________________
 KC0088* NAD 83(1986)-  39 00 56.     (N)    090 08 02.     (W)     SCALED    
 KC0088* NAVD 88     -       178.501  (meters)     585.63   (feet)  ADJUSTED  
 KC0088  ___________________________________________________________________
 KC0088  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KC0088  DYNAMIC HT  -         178.394 (meters)     585.28  (feet)  COMP
 KC0088  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 KC0088
 KC0088  VERT ORDER  -  SECOND    CLASS 0
 KC0088
 KC0088.The horizontal coordinates were scaled from a topographic map and have
 KC0088.an estimated accuracy of +/- 6 seconds.
 KC0088
 KC0088.The orthometric height was determined by differential leveling
 KC0088.and adjusted by the National Geodetic Survey in June 1991..
 KC0088
 KC0088.The geoid height was determined by GEOID03.
 KC0088
 KC0088.The dynamic height is computed by dividing the NAVD 88
 KC0088.geopotential number by the normal gravity value computed on the
 KC0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0088.degrees latitude (g = 980.6199 gals.).
 KC0088
 KC0088.The modeled gravity was interpolated from observed gravity values.
 KC0088
 KC0088;                    North         East    Units  Estimated Accuracy
 KC0088;SPC IL W     -   260,700.      702,840.      MT  (+/- 180 meters Scaled)
 KC0088
 KC0088                          SUPERSEDED SURVEY CONTROL
 KC0088
 KC0088  NGVD 29 (??/??/92)  178.621  (m)          586.03   (f) ADJ UNCH    2 0
 KC0088
 KC0088.Superseded values are not recommended for survey control.
 KC0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0088.See file dsdata.txt to determine how the superseded data were derived.
 KC0088
 KC0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD481224(NAD 83)
 KC0088_MARKER: DB = BENCH MARK DISK
 KC0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0088_SP_SET: BRIDGE
 KC0088_STAMPING: L 103 1935
 KC0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KC0088+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 KC0088
 KC0088  HISTORY     - Date     Condition        Report By
 KC0088  HISTORY     - 1935     MONUMENTED       CGS
 KC0088  HISTORY     - 20031227 GOOD             GEOCAC
 KC0088
 KC0088                          STATION DESCRIPTION
 KC0088
 KC0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0088'1.8 MI S FROM BRIGHTON.
 KC0088'1.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KC0088'FROM THE STATION AT BRIGHTON, MACOUPIN COUNTY, ABOUT 220 YARDS
 KC0088'NORTH OF A ROAD CROSSING, 2-1/2 YARDS WEST OF THE CENTERLINE OF
 KC0088'THE TRACK, AT CONCRETE BRIDGE 36.66, AND IN THE TOP OF THE SOUTH
 KC0088'ABUTMENT.  A STANDARD DISK, STAMPED L 103 1935.
 KC0088
 KC0088                          STATION RECOVERY (2003)
 KC0088
 KC0088'RECOVERY NOTE BY GEOCACHING 2003 (EDM)
 KC0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1121 ***********************************************************************
 JB1121  DESIGNATION -  L 104
 JB1121  PID         -  JB1121
 JB1121  STATE/COUNTY-  IL/WASHINGTON
 JB1121  USGS QUAD   -  IRVINGTON (1974)
 JB1121
 JB1121                         *CURRENT SURVEY CONTROL
 JB1121  ___________________________________________________________________
 JB1121* NAD 83(1986)-  38 27 20.     (N)    089 14 46.     (W)     SCALED    
 JB1121* NAVD 88     -       145.547  (meters)     477.52   (feet)  ADJUSTED  
 JB1121  ___________________________________________________________________
 JB1121  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JB1121  DYNAMIC HT  -         145.455 (meters)     477.21  (feet)  COMP
 JB1121  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 JB1121
 JB1121  VERT ORDER  -  SECOND    CLASS 0
 JB1121
 JB1121.The horizontal coordinates were scaled from a topographic map and have
 JB1121.an estimated accuracy of +/- 6 seconds.
 JB1121
 JB1121.The orthometric height was determined by differential leveling
 JB1121.and adjusted by the National Geodetic Survey in June 1991..
 JB1121
 JB1121.The geoid height was determined by GEOID03.
 JB1121
 JB1121.The dynamic height is computed by dividing the NAVD 88
 JB1121.geopotential number by the normal gravity value computed on the
 JB1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1121.degrees latitude (g = 980.6199 gals.).
 JB1121
 JB1121.The modeled gravity was interpolated from observed gravity values.
 JB1121
 JB1121;                    North         East    Units  Estimated Accuracy
 JB1121;SPC IL W     -   198,940.      780,350.      MT  (+/- 180 meters Scaled)
 JB1121
 JB1121                          SUPERSEDED SURVEY CONTROL
 JB1121
 JB1121  NGVD 29 (??/??/92)  145.675  (m)          477.94   (f) ADJ UNCH    2 0
 JB1121
 JB1121.Superseded values are not recommended for survey control.
 JB1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1121.See file dsdata.txt to determine how the superseded data were derived.
 JB1121
 JB1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH040587(NAD 83)
 JB1121_MARKER: DB = BENCH MARK DISK
 JB1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1121_STAMPING: L 104 1935
 JB1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1121+STABILITY: SURFACE MOTION
 JB1121
 JB1121  HISTORY     - Date     Condition        Report By
 JB1121  HISTORY     - 1935     MONUMENTED       CGS
 JB1121
 JB1121                          STATION DESCRIPTION
 JB1121
 JB1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1121'1.7 MI NE FROM HOYLETON.
 JB1121'1.7 MILES NORTHEAST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM
 JB1121'THE STATION AT HOYLETON, WASHINGTON COUNTY, AT POLE 21+14, 22
 JB1121'YARDS SOUTHWEST OF A ROAD CROSSING, 7 YARDS NORTHWEST OF THE
 JB1121'CENTERLINE OF THE TRACK, AND AT A FENCE.  A STANDARD DISK,
 JB1121'STAMPED L 104 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0429 ***********************************************************************
 HB0429  DESIGNATION -  L 105
 HB0429  PID         -  HB0429
 HB0429  STATE/COUNTY-  IL/JOHNSON
 HB0429  USGS QUAD   -  BLOOMFIELD (1990)
 HB0429
 HB0429                         *CURRENT SURVEY CONTROL
 HB0429  ___________________________________________________________________
 HB0429* NAD 83(1986)-  37 23 58.     (N)    088 46 43.     (W)     SCALED    
 HB0429* NAVD 88     -       150.939  (meters)     495.21   (feet)  ADJUSTED  
 HB0429  ___________________________________________________________________
 HB0429  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HB0429  DYNAMIC HT  -         150.830 (meters)     494.85  (feet)  COMP
 HB0429  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 HB0429
 HB0429  VERT ORDER  -  SECOND    CLASS 0
 HB0429
 HB0429.The horizontal coordinates were scaled from a topographic map and have
 HB0429.an estimated accuracy of +/- 6 seconds.
 HB0429
 HB0429.The orthometric height was determined by differential leveling
 HB0429.and adjusted by the National Geodetic Survey in June 1991..
 HB0429
 HB0429.The geoid height was determined by GEOID03.
 HB0429
 HB0429.The dynamic height is computed by dividing the NAVD 88
 HB0429.geopotential number by the normal gravity value computed on the
 HB0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0429.degrees latitude (g = 980.6199 gals.).
 HB0429
 HB0429.The modeled gravity was interpolated from observed gravity values.
 HB0429
 HB0429;                    North         East    Units  Estimated Accuracy
 HB0429;SPC IL E     -    81,410.      260,570.      MT  (+/- 180 meters Scaled)
 HB0429
 HB0429                          SUPERSEDED SURVEY CONTROL
 HB0429
 HB0429  NGVD 29 (??/??/??)  151.014  (m)          495.45   (f) ADJUSTED    2 0
 HB0429
 HB0429.Superseded values are not recommended for survey control.
 HB0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0429.See file dsdata.txt to determine how the superseded data were derived.
 HB0429
 HB0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG425406(NAD 83)
 HB0429_MARKER: DB = BENCH MARK DISK
 HB0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0429_STAMPING: L 105 1935
 HB0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0429+STABILITY: SURFACE MOTION
 HB0429
 HB0429  HISTORY     - Date     Condition        Report By
 HB0429  HISTORY     - 1935     MONUMENTED       CGS
 HB0429
 HB0429                          STATION DESCRIPTION
 HB0429
 HB0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0429'1.8 MI W FROM GRANTSBURG.
 HB0429'1.8 MILES WEST ALONG STATE HIGHWAY 146 FROM THE PUBLIC SCHOOL AT
 HB0429'GRANTSBURG, JOHNSON COUNTY, 30 YARDS WEST OF THE JUNCTION OF A
 HB0429'ROAD LEADING SOUTH TO GANNTOWN, AND 12 YARDS NORTH OF THE
 HB0429'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 105 1935
 HB0429'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0875 ***********************************************************************
 HB0875  DESIGNATION -  L 106
 HB0875  PID         -  HB0875
 HB0875  STATE/COUNTY-  IL/UNION
 HB0875  USGS QUAD   -  JONESBORO (1996)
 HB0875
 HB0875                         *CURRENT SURVEY CONTROL
 HB0875  ___________________________________________________________________
 HB0875* NAD 83(1986)-  37 27 05.     (N)    089 16 05.     (W)     SCALED    
 HB0875* NAVD 88     -       173.029  (meters)     567.68   (feet)  ADJUSTED  
 HB0875  ___________________________________________________________________
 HB0875  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HB0875  DYNAMIC HT  -         172.905 (meters)     567.27  (feet)  COMP
 HB0875  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 HB0875
 HB0875  VERT ORDER  -  FIRST     CLASS II
 HB0875
 HB0875.The horizontal coordinates were scaled from a topographic map and have
 HB0875.an estimated accuracy of +/- 6 seconds.
 HB0875
 HB0875.The orthometric height was determined by differential leveling
 HB0875.and adjusted by the National Geodetic Survey in June 1991..
 HB0875
 HB0875.The geoid height was determined by GEOID03.
 HB0875
 HB0875.The dynamic height is computed by dividing the NAVD 88
 HB0875.geopotential number by the normal gravity value computed on the
 HB0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0875.degrees latitude (g = 980.6199 gals.).
 HB0875
 HB0875.The modeled gravity was interpolated from observed gravity values.
 HB0875
 HB0875;                    North         East    Units  Estimated Accuracy
 HB0875;SPC IL W     -    87,460.      779,510.      MT  (+/- 180 meters Scaled)
 HB0875
 HB0875                          SUPERSEDED SURVEY CONTROL
 HB0875
 HB0875  NGVD 29 (??/??/??)  173.043  (m)          567.73   (f) ADJUSTED    1 2
 HB0875
 HB0875.Superseded values are not recommended for survey control.
 HB0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0875.See file dsdata.txt to determine how the superseded data were derived.
 HB0875
 HB0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG993473(NAD 83)
 HB0875_MARKER: DB = BENCH MARK DISK
 HB0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0875_STAMPING: L 106 1935
 HB0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0875+STABILITY: SURFACE MOTION
 HB0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0875+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 HB0875
 HB0875  HISTORY     - Date     Condition        Report By
 HB0875  HISTORY     - 1935     MONUMENTED       CGS
 HB0875  HISTORY     - 1949     GOOD             CGS
 HB0875  HISTORY     - 1976     GOOD             ILDT
 HB0875  HISTORY     - 1976     GOOD             ILDT
 HB0875  HISTORY     - 1976     GOOD             ILDT
 HB0875  HISTORY     - 20020828 GOOD             USACE
 HB0875
 HB0875                          STATION DESCRIPTION
 HB0875
 HB0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0875'AT JONESBORO.
 HB0875'AT JONESBORO, AT THE VILLAGE SQUARE, 14 FEET NORTHWEST OF THE
 HB0875'NORTHWEST CORNER OF THE CONCRETE STEPS TO THE WEST ENTRANCE TO
 HB0875'THE CITY HALL, 2 FEET SOUTH OF A POWER POLE, AT THE INTERSECTION
 HB0875'OF NORTH MAIN STREET AND BROAD STREET, 2 FEET WEST OF A WHITE
 HB0875'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 HB0875'PROJECTING 2 INCHES.
 HB0875
 HB0875                          STATION RECOVERY (1976)
 HB0875
 HB0875'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0875'RECOVERED IN GOOD CONDITION.
 HB0875
 HB0875                          STATION RECOVERY (1976)
 HB0875
 HB0875'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0875'RECOVERED IN GOOD CONDITION.
 HB0875
 HB0875                          STATION RECOVERY (1976)
 HB0875
 HB0875'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0875'RECOVERED IN GOOD CONDITION.
 HB0875
 HB0875                          STATION RECOVERY (2002)
 HB0875
 HB0875'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0875'CITY HALL BUILDING AT VILLAGE SQUARE HAS BEEN TORN DOWN AND REPLACED
 HB0875'WITH A FOUNTAIN. POWER POLE IN DESCRIPTION IS STILL GOOD FOR
 HB0875'REFERENCE. THIS IS THE ONLY POWER POLE IN FOUNTAIN SQUARE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1818 ***********************************************************************
 HB1818  DESIGNATION -  L 107 RESET
 HB1818  PID         -  HB1818
 HB1818  STATE/COUNTY-  IL/ALEXANDER
 HB1818  USGS QUAD   -  THEBES (1996)
 HB1818
 HB1818                         *CURRENT SURVEY CONTROL
 HB1818  ___________________________________________________________________
 HB1818* NAD 83(1986)-  37 13 08.     (N)    089 26 53.     (W)     SCALED    
 HB1818* NAVD 88     -       137.87   (meters)     452.3    (feet)  RESET     
 HB1818  ___________________________________________________________________
 HB1818  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HB1818
 HB1818  VERT ORDER  -  THIRD
 HB1818
 HB1818.The horizontal coordinates were scaled from a topographic map and have
 HB1818.an estimated accuracy of +/- 6 seconds.
 HB1818
 HB1818.The orthometric height was computed from unverified reset data.
 HB1818.No vertical observational check was made to the station.
 HB1818
 HB1818.The geoid height was determined by GEOID03.
 HB1818
 HB1818;                    North         East    Units  Estimated Accuracy
 HB1818;SPC IL W     -    61,520.      763,780.      MT  (+/- 180 meters Scaled)
 HB1818
 HB1818                          SUPERSEDED SURVEY CONTROL
 HB1818
 HB1818  NGVD 29 (03/28/06)  137.75   (m)          451.9    (f) RESET       3  
 HB1818
 HB1818.Superseded values are not recommended for survey control.
 HB1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1818.See file dsdata.txt to determine how the superseded data were derived.
 HB1818
 HB1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG827219(NAD 83)
 HB1818_MARKER: DD = SURVEY DISK
 HB1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1818_SP_SET: CONCRETE POST
 HB1818_STAMPING: L 107 RESET 1986
 HB1818_MARK LOGO: ILDT  
 HB1818_PROJECTION: FLUSH
 HB1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1818+STABILITY: SURFACE MOTION
 HB1818
 HB1818  HISTORY     - Date     Condition        Report By
 HB1818  HISTORY     - 1986     MONUMENTED       ILDT
 HB1818
 HB1818                          STATION DESCRIPTION
 HB1818
 HB1818'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1986
 HB1818'0.8 KM (0.50 MI) SE FROM THEBES.
 HB1818'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 3 FROM THE HIGH SCHOOL IN
 HB1818'THEBES, 47 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32 FEET NORTH
 HB1818'OF THE CENTERLINE OF A FRONTAGE ROAD, 12 FEET NORTHWEST OF A 10 INCH
 HB1818'ELM TREE, AND 50 FEET WEST OF THE CENTERLINE OF THE ENTRANCE OF
 HB1818'MEADOWBROOK ESTATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0177 ***********************************************************************
 JB0177  DESIGNATION -  L 108
 JB0177  PID         -  JB0177
 JB0177  STATE/COUNTY-  IL/WAYNE
 JB0177  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0177
 JB0177                         *CURRENT SURVEY CONTROL
 JB0177  ___________________________________________________________________
 JB0177* NAD 83(1986)-  38 21 46.     (N)    088 16 38.     (W)     SCALED    
 JB0177* NAVD 88     -       126.268  (meters)     414.26   (feet)  ADJUSTED  
 JB0177  ___________________________________________________________________
 JB0177  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB0177  DYNAMIC HT  -         126.189 (meters)     414.01  (feet)  COMP
 JB0177  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 JB0177
 JB0177  VERT ORDER  -  SECOND    CLASS 0
 JB0177
 JB0177.The horizontal coordinates were scaled from a topographic map and have
 JB0177.an estimated accuracy of +/- 6 seconds.
 JB0177
 JB0177.The orthometric height was determined by differential leveling
 JB0177.and adjusted by the National Geodetic Survey in June 1991..
 JB0177
 JB0177.The geoid height was determined by GEOID03.
 JB0177
 JB0177.The dynamic height is computed by dividing the NAVD 88
 JB0177.geopotential number by the normal gravity value computed on the
 JB0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0177.degrees latitude (g = 980.6199 gals.).
 JB0177
 JB0177.The modeled gravity was interpolated from observed gravity values.
 JB0177
 JB0177;                    North         East    Units  Estimated Accuracy
 JB0177;SPC IL E     -   188,240.      304,900.      MT  (+/- 180 meters Scaled)
 JB0177
 JB0177                          SUPERSEDED SURVEY CONTROL
 JB0177
 JB0177  NGVD 29 (??/??/92)  126.396  (m)          414.68   (f) ADJ UNCH    2 0
 JB0177
 JB0177.Superseded values are not recommended for survey control.
 JB0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0177.See file dsdata.txt to determine how the superseded data were derived.
 JB0177
 JB0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH884468(NAD 83)
 JB0177_MARKER: DB = BENCH MARK DISK
 JB0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0177_STAMPING: L 108 1935
 JB0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0177+STABILITY: SURFACE MOTION
 JB0177
 JB0177  HISTORY     - Date     Condition        Report By
 JB0177  HISTORY     - 1935     MONUMENTED       CGS
 JB0177
 JB0177                          STATION DESCRIPTION
 JB0177
 JB0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0177'AT MERRIAM.
 JB0177'AT MERRIAM, WAYNE COUNTY, ON THE SOUTHERN RAILWAY, 0.1 MILE
 JB0177'WEST OF MILEPOST 122, ABOUT 425 FEET EAST OF THE EAST SWITCH, 2
 JB0177'RAILS EAST OF A HIGHWAY CROSSING, AND 40 FEET SOUTH OF THE
 JB0177'TRACK.  A STANDARD DISK, STAMPED L 108 1935 AND SET IN THE TOP
 JB0177'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0488 ***********************************************************************
 HB0488  DESIGNATION -  L 110
 HB0488  PID         -  HB0488
 HB0488  STATE/COUNTY-  IL/SALINE
 HB0488  USGS QUAD   -  HARRISBURG (1996)
 HB0488
 HB0488                         *CURRENT SURVEY CONTROL
 HB0488  ___________________________________________________________________
 HB0488* NAD 83(1986)-  37 42 28.     (N)    088 34 08.     (W)     SCALED    
 HB0488* NAVD 88     -       119.313  (meters)     391.45   (feet)  ADJUSTED  
 HB0488  ___________________________________________________________________
 HB0488  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HB0488  DYNAMIC HT  -         119.231 (meters)     391.18  (feet)  COMP
 HB0488  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 HB0488
 HB0488  VERT ORDER  -  SECOND    CLASS 0
 HB0488
 HB0488.The horizontal coordinates were scaled from a topographic map and have
 HB0488.an estimated accuracy of +/- 6 seconds.
 HB0488
 HB0488.The orthometric height was determined by differential leveling
 HB0488.and adjusted by the National Geodetic Survey in June 1991..
 HB0488
 HB0488.The geoid height was determined by GEOID03.
 HB0488
 HB0488.The dynamic height is computed by dividing the NAVD 88
 HB0488.geopotential number by the normal gravity value computed on the
 HB0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0488.degrees latitude (g = 980.6199 gals.).
 HB0488
 HB0488.The modeled gravity was interpolated from observed gravity values.
 HB0488
 HB0488;                    North         East    Units  Estimated Accuracy
 HB0488;SPC IL E     -   115,570.      279,230.      MT  (+/- 180 meters Scaled)
 HB0488
 HB0488                          SUPERSEDED SURVEY CONTROL
 HB0488
 HB0488  NGVD 29 (??/??/??)  119.408  (m)          391.76   (f) ADJUSTED    2 0
 HB0488
 HB0488.Superseded values are not recommended for survey control.
 HB0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0488.See file dsdata.txt to determine how the superseded data were derived.
 HB0488
 HB0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG617745(NAD 83)
 HB0488_MARKER: DB = BENCH MARK DISK
 HB0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0488_STAMPING: L 110 1935
 HB0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0488+STABILITY: SURFACE MOTION
 HB0488
 HB0488  HISTORY     - Date     Condition        Report By
 HB0488  HISTORY     - 1935     MONUMENTED       CGS
 HB0488  HISTORY     - 1960     GOOD             CGS
 HB0488
 HB0488                          STATION DESCRIPTION
 HB0488
 HB0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0488'3.1 MI SW FROM HARRISBURG.
 HB0488'3.1 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 HB0488'AND ST. LOUIS RAILWAY FROM THE STATION AT HARRISBURG, SALINE
 HB0488'COUNTY, ABOUT 200 YARDS NORTH OF A SWITCH STAND, 17 YARDS
 HB0488'NORTHWEST OF A SPUR TRACK LEADING EAST, 9 YARDS EAST OF THE
 HB0488'CENTERLINE OF THE MAIN TRACK, AND 25 YARDS WEST OF THE CENTERLINE
 HB0488'OF THE U.S. HIGHWAY 45.  A STANDARD DISK, STAMPED L 110 1935
 HB0488'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE REFERENCE
 HB0488'POINTS--SWITCH STAND AND SPUR TRACK TO THE EAST HAVE BEEN
 HB0488'REMOVED.
 HB0488
 HB0488                          STATION RECOVERY (1960)
 HB0488
 HB0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0342 ***********************************************************************
 HB0342  DESIGNATION -  L 111
 HB0342  PID         -  HB0342
 HB0342  STATE/COUNTY-  IL/MASSAC
 HB0342  USGS QUAD   -  REEVESVILLE (1996)
 HB0342
 HB0342                         *CURRENT SURVEY CONTROL
 HB0342  ___________________________________________________________________
 HB0342* NAD 83(1986)-  37 16 21.     (N)    088 44 16.     (W)     SCALED    
 HB0342* NAVD 88     -       111.100  (meters)     364.50   (feet)  ADJUSTED  
 HB0342  ___________________________________________________________________
 HB0342  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HB0342  DYNAMIC HT  -         111.019 (meters)     364.23  (feet)  COMP
 HB0342  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 HB0342
 HB0342  VERT ORDER  -  SECOND    CLASS 0
 HB0342
 HB0342.The horizontal coordinates were scaled from a topographic map and have
 HB0342.an estimated accuracy of +/- 6 seconds.
 HB0342
 HB0342.The orthometric height was determined by differential leveling
 HB0342.and adjusted by the National Geodetic Survey in June 1991..
 HB0342
 HB0342.The geoid height was determined by GEOID03.
 HB0342
 HB0342.The dynamic height is computed by dividing the NAVD 88
 HB0342.geopotential number by the normal gravity value computed on the
 HB0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0342.degrees latitude (g = 980.6199 gals.).
 HB0342
 HB0342.The modeled gravity was interpolated from observed gravity values.
 HB0342
 HB0342;                    North         East    Units  Estimated Accuracy
 HB0342;SPC IL E     -    67,310.      264,130.      MT  (+/- 180 meters Scaled)
 HB0342
 HB0342                          SUPERSEDED SURVEY CONTROL
 HB0342
 HB0342  NGVD 29 (??/??/??)  111.162  (m)          364.70   (f) ADJUSTED    2 0
 HB0342
 HB0342.Superseded values are not recommended for survey control.
 HB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0342.See file dsdata.txt to determine how the superseded data were derived.
 HB0342
 HB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG459265(NAD 83)
 HB0342_MARKER: DB = BENCH MARK DISK
 HB0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0342_STAMPING: L 111 1935
 HB0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0342+STABILITY: SURFACE MOTION
 HB0342
 HB0342  HISTORY     - Date     Condition        Report By
 HB0342  HISTORY     - 1935     MONUMENTED       CGS
 HB0342
 HB0342                          STATION DESCRIPTION
 HB0342
 HB0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0342'1.6 MI N FROM ROUND KNOB.
 HB0342'1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0342'STATION AT ROUND KNOB, MASSAC COUNTY, AT MANELA, 18 YARDS SOUTH
 HB0342'OF THE STATION, 16 YARDS EAST OF THE CENTERLINE OF THE EAST TRACK,
 HB0342'AND AT A FENCE.  A STANDARD DISK, STAMPED L 111 1935 AND SET
 HB0342'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0849 ***********************************************************************
 JB0849  DESIGNATION -  L 113
 JB0849  PID         -  JB0849
 JB0849  STATE/COUNTY-  IL/BOND
 JB0849  USGS QUAD   -  GREENVILLE (1974)
 JB0849
 JB0849                         *CURRENT SURVEY CONTROL
 JB0849  ___________________________________________________________________
 JB0849* NAD 83(1986)-  38 56 58.     (N)    089 23 51.     (W)     SCALED    
 JB0849* NAVD 88     -       166.916  (meters)     547.62   (feet)  ADJUSTED  
 JB0849  ___________________________________________________________________
 JB0849  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JB0849  DYNAMIC HT  -         166.816 (meters)     547.30  (feet)  COMP
 JB0849  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JB0849
 JB0849  VERT ORDER  -  SECOND    CLASS 0
 JB0849
 JB0849.The horizontal coordinates were scaled from a topographic map and have
 JB0849.an estimated accuracy of +/- 6 seconds.
 JB0849
 JB0849.The orthometric height was determined by differential leveling
 JB0849.and adjusted by the National Geodetic Survey in June 1991..
 JB0849
 JB0849.The geoid height was determined by GEOID03.
 JB0849
 JB0849.The dynamic height is computed by dividing the NAVD 88
 JB0849.geopotential number by the normal gravity value computed on the
 JB0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0849.degrees latitude (g = 980.6199 gals.).
 JB0849
 JB0849.The modeled gravity was interpolated from observed gravity values.
 JB0849
 JB0849;                    North         East    Units  Estimated Accuracy
 JB0849;SPC IL W     -   253,640.      766,670.      MT  (+/- 180 meters Scaled)
 JB0849
 JB0849                          SUPERSEDED SURVEY CONTROL
 JB0849
 JB0849  NGVD 29 (??/??/92)  167.049  (m)          548.06   (f) ADJ UNCH    2 0
 JB0849
 JB0849.Superseded values are not recommended for survey control.
 JB0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0849.See file dsdata.txt to determine how the superseded data were derived.
 JB0849
 JB0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ922139(NAD 83)
 JB0849_MARKER: DB = BENCH MARK DISK
 JB0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0849_STAMPING: L 113 1935
 JB0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0849+STABILITY: SURFACE MOTION
 JB0849
 JB0849  HISTORY     - Date     Condition        Report By
 JB0849  HISTORY     - 1935     MONUMENTED       CGS
 JB0849  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB0849
 JB0849                          STATION DESCRIPTION
 JB0849
 JB0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0849'3.1 MI S FROM AYERS.
 JB0849'3.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 JB0849'FROM THE STATION AT AYERS, BOND COUNTY, AT POLE 88/3, 40 FEET
 JB0849'SOUTH OF OVERHEAD BRIDGE NO. 88.30, AND 20 FEET EAST OF THE EAST
 JB0849'RAIL.  A STANDARD DISK, STAMPED L 113 1935 AND SET IN THE TOP
 JB0849'OF A CONCRETE POST.
 JB0849
 JB0849                          STATION RECOVERY (1974)
 JB0849
 JB0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0120 ***********************************************************************
 JC0120  DESIGNATION -  L 114
 JC0120  PID         -  JC0120
 JC0120  STATE/COUNTY-  IL/ST CLAIR
 JC0120  USGS QUAD   -  FRENCH VILLAGE (1993)
 JC0120
 JC0120                         *CURRENT SURVEY CONTROL
 JC0120  ___________________________________________________________________
 JC0120* NAD 83(1986)-  38 30 54.     (N)    090 00 59.     (W)     SCALED    
 JC0120* NAVD 88     -       161.922  (meters)     531.24   (feet)  ADJUSTED  
 JC0120  ___________________________________________________________________
 JC0120  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JC0120  DYNAMIC HT  -         161.818 (meters)     530.90  (feet)  COMP
 JC0120  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 JC0120
 JC0120  VERT ORDER  -  SECOND    CLASS 0
 JC0120
 JC0120.The horizontal coordinates were scaled from a topographic map and have
 JC0120.an estimated accuracy of +/- 6 seconds.
 JC0120
 JC0120.The orthometric height was determined by differential leveling
 JC0120.and adjusted by the National Geodetic Survey in June 1991..
 JC0120
 JC0120.The geoid height was determined by GEOID03.
 JC0120
 JC0120.The dynamic height is computed by dividing the NAVD 88
 JC0120.geopotential number by the normal gravity value computed on the
 JC0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0120.degrees latitude (g = 980.6199 gals.).
 JC0120
 JC0120.The modeled gravity was interpolated from observed gravity values.
 JC0120
 JC0120;                    North         East    Units  Estimated Accuracy
 JC0120;SPC IL W     -   205,140.      713,110.      MT  (+/- 180 meters Scaled)
 JC0120
 JC0120                          SUPERSEDED SURVEY CONTROL
 JC0120
 JC0120  NGVD 29 (??/??/92)  162.049  (m)          531.66   (f) ADJ UNCH    2 0
 JC0120
 JC0120.Superseded values are not recommended for survey control.
 JC0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0120.See file dsdata.txt to determine how the superseded data were derived.
 JC0120
 JC0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC601671(NAD 83)
 JC0120_MARKER: DB = BENCH MARK DISK
 JC0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0120_STAMPING: L 114 1935
 JC0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0120+STABILITY: SURFACE MOTION
 JC0120
 JC0120  HISTORY     - Date     Condition        Report By
 JC0120  HISTORY     - 1935     MONUMENTED       CGS
 JC0120
 JC0120                          STATION DESCRIPTION
 JC0120
 JC0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0120'1.9 MI NW FROM BELLEVILLE.
 JC0120'1.9 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JC0120'STATION AT BELLEVILLE, ST. CLAIR COUNTY, 100 FEET SOUTH OF AN
 JC0120'UNDERPASS, AND 15 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 JC0120'TRACK.  A STANDARD DISK, STAMPED L 114 1935 AND SET IN THE TOP
 JC0120'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0289 ***********************************************************************
 JC0289  DESIGNATION -  L 115
 JC0289  PID         -  JC0289
 JC0289  STATE/COUNTY-  IL/MONROE
 JC0289  USGS QUAD   -  COLUMBIA (1991)
 JC0289
 JC0289                         *CURRENT SURVEY CONTROL
 JC0289  ___________________________________________________________________
 JC0289* NAD 83(1986)-  38 26 30.     (N)    090 14 50.     (W)     SCALED    
 JC0289* NAVD 88     -       125.535  (meters)     411.86   (feet)  ADJUSTED  
 JC0289  ___________________________________________________________________
 JC0289  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JC0289  DYNAMIC HT  -         125.454 (meters)     411.59  (feet)  COMP
 JC0289  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 JC0289
 JC0289  VERT ORDER  -  SECOND    CLASS 0
 JC0289
 JC0289.The horizontal coordinates were scaled from a topographic map and have
 JC0289.an estimated accuracy of +/- 6 seconds.
 JC0289
 JC0289.The orthometric height was determined by differential leveling
 JC0289.and adjusted by the National Geodetic Survey in June 1991..
 JC0289
 JC0289.The geoid height was determined by GEOID03.
 JC0289
 JC0289.The dynamic height is computed by dividing the NAVD 88
 JC0289.geopotential number by the normal gravity value computed on the
 JC0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0289.degrees latitude (g = 980.6199 gals.).
 JC0289
 JC0289.The modeled gravity was interpolated from observed gravity values.
 JC0289
 JC0289;                    North         East    Units  Estimated Accuracy
 JC0289;SPC IL W     -   197,000.      692,970.      MT  (+/- 180 meters Scaled)
 JC0289
 JC0289                          SUPERSEDED SURVEY CONTROL
 JC0289
 JC0289  NGVD 29 (??/??/92)  125.676  (m)          412.32   (f) ADJ UNCH    2 0
 JC0289
 JC0289.Superseded values are not recommended for survey control.
 JC0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0289.See file dsdata.txt to determine how the superseded data were derived.
 JC0289
 JC0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC402584(NAD 83)
 JC0289_MARKER: DB = BENCH MARK DISK
 JC0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0289_STAMPING: L 115 1935
 JC0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0289+STABILITY: SURFACE MOTION
 JC0289
 JC0289  HISTORY     - Date     Condition        Report By
 JC0289  HISTORY     - 1935     MONUMENTED       CGS
 JC0289  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0289
 JC0289                          STATION DESCRIPTION
 JC0289
 JC0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0289'3.4 MI N FROM WARNOCK.
 JC0289'2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0289'STATION AT WARNOCK, MONROE COUNTY, AT POLE 11/27, 25 FEET SOUTH
 JC0289'OF A ROAD CROSSING, 15 FEET WEST OF THE CENTERLINE OF THE
 JC0289'SOUTH-BOUND MAIN TRACK, AND AT A RAILROAD CROSSING SIGN.  A
 JC0289'STANDARD DISK, STAMPED L 115 1935 AND SET IN THE TOP OF A
 JC0289'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 JC0289
 JC0289                          STATION RECOVERY (1987)
 JC0289
 JC0289'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCR)
 JC0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0703 ***********************************************************************
 HB0703  DESIGNATION -  L 119
 HB0703  PID         -  HB0703
 HB0703  STATE/COUNTY-  IL/JACKSON
 HB0703  USGS QUAD   -  MURPHYSBORO (1978)
 HB0703
 HB0703                         *CURRENT SURVEY CONTROL
 HB0703  ___________________________________________________________________
 HB0703* NAD 83(1986)-  37 45 52.     (N)    089 18 44.     (W)     SCALED    
 HB0703* NAVD 88     -       117.918  (meters)     386.87   (feet)  ADJUSTED  
 HB0703  ___________________________________________________________________
 HB0703  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB0703  DYNAMIC HT  -         117.836 (meters)     386.60  (feet)  COMP
 HB0703  MODELED GRAV-     979,933.9   (mgal)                       NAVD 88
 HB0703
 HB0703  VERT ORDER  -  FIRST     CLASS II
 HB0703
 HB0703.The horizontal coordinates were scaled from a topographic map and have
 HB0703.an estimated accuracy of +/- 6 seconds.
 HB0703
 HB0703.The orthometric height was determined by differential leveling
 HB0703.and adjusted by the National Geodetic Survey in June 1991..
 HB0703
 HB0703.The geoid height was determined by GEOID03.
 HB0703
 HB0703.The dynamic height is computed by dividing the NAVD 88
 HB0703.geopotential number by the normal gravity value computed on the
 HB0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0703.degrees latitude (g = 980.6199 gals.).
 HB0703
 HB0703.The modeled gravity was interpolated from observed gravity values.
 HB0703
 HB0703;                    North         East    Units  Estimated Accuracy
 HB0703;SPC IL W     -   122,170.      775,280.      MT  (+/- 180 meters Scaled)
 HB0703
 HB0703                          SUPERSEDED SURVEY CONTROL
 HB0703
 HB0703  NGVD 29 (??/??/??)  117.841  (m)          386.62   (f) ADJUSTED    1 2
 HB0703
 HB0703.Superseded values are not recommended for survey control.
 HB0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0703.See file dsdata.txt to determine how the superseded data were derived.
 HB0703
 HB0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG963821(NAD 83)
 HB0703_MARKER: DB = BENCH MARK DISK
 HB0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0703_STAMPING: L 119 1935
 HB0703_PROJECTION: PROJECTING 10 CENTIMETERS
 HB0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0703+STABILITY: SURFACE MOTION
 HB0703
 HB0703  HISTORY     - Date     Condition        Report By
 HB0703  HISTORY     - 1935     MONUMENTED       CGS
 HB0703  HISTORY     - 1949     GOOD             CGS
 HB0703  HISTORY     - 1981     GOOD             NGS
 HB0703
 HB0703                          STATION DESCRIPTION
 HB0703
 HB0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0703'0.6 MI NE FROM TEXAS JUNCTION.
 HB0703'0.65 MILE NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0703'JUNCTION OF THE MAIN TRACK AND A TRACK LEADING WEST TO MURPHYSBORO
 HB0703'AT TEXAS JUNCTION, 127.5 FEET EAST-NORTHEAST OF SWITCHSTAND
 HB0703'AT THE NORTHEAST END OF A SIDING, 92.2 FEET EAST-NORTHEAST OF
 HB0703'THE NORTHEAST CORNER OF THE CONCRETE BASE OF BLOCK SIGNAL
 HB0703'NO. G 856, 37 FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD
 HB0703'PARALLEL TO THE TRACK, 23 FEET NORTH OF THE NORTH RAIL, 21 FEET
 HB0703'SOUTH OF THE R/W FENCE, 1.5 FEET SOUTHWEST OF A WHITE WOODEN
 HB0703'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 HB0703'CONCRETE POST PROJECTING 3 INCHES.
 HB0703
 HB0703                          STATION RECOVERY (1981)
 HB0703
 HB0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HB0703'0.8 KILOMETER (0.5 MILE) EAST ALONG STATE HIGHWAY 149 FROM THE
 HB0703'COURTHOUSE IN MURPHYSBORO, THENCE 1.2 KILOMTERS (0.75 MILE) EAST ALONG
 HB0703'STATE HIGHWAY 149 TO THE MARK ON THE RIGHT, ABOUT 500 FEET SOUTH OF
 HB0703'THE ILLINOIS CENTRAL GULF RAILROAD, 38.71 METERS (127 FEET) EAST OF A
 HB0703'SWITCH STAND, 7.01 METERS (23.0 FEET) NORTH OF THE NORTH RAIL,
 HB0703'6.40 METERS (21.0 FEET) SOUTH OF A RIGHT-OF-WAY FENCE.
 HB0703'THE MARK IS 0.46 METERS  SW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0621 ***********************************************************************
 KB0621  DESIGNATION -  L 12
 KB0621  PID         -  KB0621
 KB0621  STATE/COUNTY-  IL/MACON
 KB0621  USGS QUAD   -  DECATUR (1975)
 KB0621
 KB0621                         *CURRENT SURVEY CONTROL
 KB0621  ___________________________________________________________________
 KB0621* NAD 83(1986)-  39 47 09.     (N)    088 54 32.     (W)     SCALED    
 KB0621* NAVD 88     -       201.808  (meters)     662.10   (feet)  ADJUSTED  
 KB0621  ___________________________________________________________________
 KB0621  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KB0621  DYNAMIC HT  -         201.696 (meters)     661.73  (feet)  COMP
 KB0621  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 KB0621
 KB0621  VERT ORDER  -  FIRST     CLASS II
 KB0621
 KB0621.The horizontal coordinates were scaled from a topographic map and have
 KB0621.an estimated accuracy of +/- 6 seconds.
 KB0621
 KB0621.The orthometric height was determined by differential leveling
 KB0621.and adjusted by the National Geodetic Survey in June 1991..
 KB0621
 KB0621.The geoid height was determined by GEOID03.
 KB0621
 KB0621.The dynamic height is computed by dividing the NAVD 88
 KB0621.geopotential number by the normal gravity value computed on the
 KB0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0621.degrees latitude (g = 980.6199 gals.).
 KB0621
 KB0621.The modeled gravity was interpolated from observed gravity values.
 KB0621
 KB0621;                    North         East    Units  Estimated Accuracy
 KB0621;SPC IL E     -   346,380.      250,700.      MT  (+/- 180 meters Scaled)
 KB0621
 KB0621                          SUPERSEDED SURVEY CONTROL
 KB0621
 KB0621  NGVD 29 (??/??/92)  201.885  (m)          662.35   (f) ADJ UNCH    1 2
 KB0621
 KB0621.Superseded values are not recommended for survey control.
 KB0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0621.See file dsdata.txt to determine how the superseded data were derived.
 KB0621
 KB0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK365057(NAD 83)
 KB0621_MARKER: DB = BENCH MARK DISK
 KB0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0621_STAMPING: L 12 1933
 KB0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0621+STABILITY: SURFACE MOTION
 KB0621
 KB0621  HISTORY     - Date     Condition        Report By
 KB0621  HISTORY     - 1933     MONUMENTED       CGS
 KB0621  HISTORY     - 1961     GOOD             NGS
 KB0621  HISTORY     - 1975     GOOD             ILDT
 KB0621
 KB0621                          STATION DESCRIPTION
 KB0621
 KB0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0621'6.2 MI SE FROM DECATUR.
 KB0621'ABOUT 6.2 MILES SOUTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM
 KB0621'THE WABASH STATION AT DECATUR, IN SECTION 5, R 3 E, T 15 N, ABOUT
 KB0621'4.0 MILES SOUTHEAST ALONG ILLINOIS CENTRAL RAILROAD FROM THE
 KB0621'DECATUR JUNCTION, ABOUT 0.15 MILE SOUTHEAST OF MILEPOST P 83,
 KB0621'AT A BLACK TOP ROAD CROSSING, 126 YARDS NORTHWEST OF A RAILROAD
 KB0621'SIDING LEADING TO PITTSBURG PLATE GLASS CO., 24.2 FEET SOUTHWEST
 KB0621'OF THE SOUTHWEST RAIL OF MAIN TRACK, 51 FEET SOUTHEAST OF THE
 KB0621'CENTER LINE OF THE CROSSING, 31 FEET EAST OF THE CENTER LINE OF
 KB0621'THE BLACK TOP ROAD, 23 FEET NORTHEAST OF THE FIRST TELEPHONE
 KB0621'POLE SOUTH OF THE CROSSING EAST OF THE ROAD, 1.5 FEET NORTHWEST
 KB0621'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK, AND
 KB0621'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0621
 KB0621                          STATION RECOVERY (1975)
 KB0621
 KB0621'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0503 ***********************************************************************
 HB0503  DESIGNATION -  L 120
 HB0503  PID         -  HB0503
 HB0503  STATE/COUNTY-  IL/WILLIAMSON
 HB0503  USGS QUAD   -  MARION (1996)
 HB0503
 HB0503                         *CURRENT SURVEY CONTROL
 HB0503  ___________________________________________________________________
 HB0503* NAD 83(1986)-  37 43 35.     (N)    088 54 24.     (W)     SCALED    
 HB0503* NAVD 88     -       131.171  (meters)     430.35   (feet)  ADJUSTED  
 HB0503  ___________________________________________________________________
 HB0503  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB0503  DYNAMIC HT  -         131.080 (meters)     430.05  (feet)  COMP
 HB0503  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 HB0503
 HB0503  VERT ORDER  -  SECOND    CLASS 0
 HB0503
 HB0503.The horizontal coordinates were scaled from a topographic map and have
 HB0503.an estimated accuracy of +/- 6 seconds.
 HB0503
 HB0503.The orthometric height was determined by differential leveling
 HB0503.and adjusted by the National Geodetic Survey in June 1991..
 HB0503
 HB0503.The geoid height was determined by GEOID03.
 HB0503
 HB0503.The dynamic height is computed by dividing the NAVD 88
 HB0503.geopotential number by the normal gravity value computed on the
 HB0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0503.degrees latitude (g = 980.6199 gals.).
 HB0503
 HB0503.The modeled gravity was interpolated from observed gravity values.
 HB0503
 HB0503;                    North         East    Units  Estimated Accuracy
 HB0503;SPC IL E     -   117,760.      249,460.      MT  (+/- 180 meters Scaled)
 HB0503
 HB0503                          SUPERSEDED SURVEY CONTROL
 HB0503
 HB0503  NGVD 29 (??/??/??)  131.261  (m)          430.65   (f) ADJUSTED    2 0
 HB0503
 HB0503.Superseded values are not recommended for survey control.
 HB0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0503.See file dsdata.txt to determine how the superseded data were derived.
 HB0503
 HB0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG319771(NAD 83)
 HB0503_MARKER: DB = BENCH MARK DISK
 HB0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0503_STAMPING: L 120 1935
 HB0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0503+STABILITY: SURFACE MOTION
 HB0503
 HB0503  HISTORY     - Date     Condition        Report By
 HB0503  HISTORY     - 1935     MONUMENTED       CGS
 HB0503  HISTORY     - 1964     MARK NOT FOUND   USGS
 HB0503
 HB0503                          STATION DESCRIPTION
 HB0503
 HB0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0503'1.3 MI SE FROM MARION.
 HB0503'1.3 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0503'THE STATION AT MARION, WILLIAMSON COUNTY, NEAR THE NORTHWEST
 HB0503'CORNER OF THE AIRPORT, AT THE CROSSING OF STATE HIGHWAY 166, 35
 HB0503'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET WEST OF THE
 HB0503'CENTERLINE OF THE MAIN TRACK, AND 6 FEET NORTH OF THE
 HB0503'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED L 120 1935
 HB0503'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HB0503'GROUND.
 HB0503
 HB0503                          STATION RECOVERY (1964)
 HB0503
 HB0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HB0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0342 ***********************************************************************
 JB0342  DESIGNATION -  L 123
 JB0342  PID         -  JB0342
 JB0342  STATE/COUNTY-  IL/FRANKLIN
 JB0342  USGS QUAD   -  REND LAKE DAM (1975)
 JB0342
 JB0342                         *CURRENT SURVEY CONTROL
 JB0342  ___________________________________________________________________
 JB0342* NAD 83(1986)-  38 03 36.     (N)    088 54 10.     (W)     SCALED    
 JB0342* NAVD 88     -       142.327  (meters)     466.95   (feet)  ADJUSTED  
 JB0342  ___________________________________________________________________
 JB0342  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 JB0342  DYNAMIC HT  -         142.232 (meters)     466.64  (feet)  COMP
 JB0342  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 JB0342
 JB0342  VERT ORDER  -  SECOND    CLASS 0
 JB0342
 JB0342.The horizontal coordinates were scaled from a topographic map and have
 JB0342.an estimated accuracy of +/- 6 seconds.
 JB0342
 JB0342.The orthometric height was determined by differential leveling
 JB0342.and adjusted by the National Geodetic Survey in June 1991..
 JB0342
 JB0342.The geoid height was determined by GEOID03.
 JB0342
 JB0342.The dynamic height is computed by dividing the NAVD 88
 JB0342.geopotential number by the normal gravity value computed on the
 JB0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0342.degrees latitude (g = 980.6199 gals.).
 JB0342
 JB0342.The modeled gravity was interpolated from observed gravity values.
 JB0342
 JB0342;                    North         East    Units  Estimated Accuracy
 JB0342;SPC IL E     -   154,790.      250,030.      MT  (+/- 180 meters Scaled)
 JB0342
 JB0342                          SUPERSEDED SURVEY CONTROL
 JB0342
 JB0342  NGVD 29 (??/??/92)  142.42   (m)          467.3    (f) COMPUTED    2 0
 JB0342
 JB0342.Superseded values are not recommended for survey control.
 JB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0342.See file dsdata.txt to determine how the superseded data were derived.
 JB0342
 JB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH330141(NAD 83)
 JB0342_MARKER: DB = BENCH MARK DISK
 JB0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0342_STAMPING: L 123 1935
 JB0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0342+STABILITY: SURFACE MOTION
 JB0342
 JB0342  HISTORY     - Date     Condition        Report By
 JB0342  HISTORY     - 1935     MONUMENTED       CGS
 JB0342
 JB0342                          STATION DESCRIPTION
 JB0342
 JB0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0342'1.8 MI S FROM WHITTINGTON.
 JB0342'1.8 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS RAILROAD
 JB0342'FROM THE STATION AT WHITTINGTON, FRANKLIN COUNTY, ONE RAIL NORTH
 JB0342'OF A ROAD CROSSING, AT POLE 293/20, 65 FEET EAST OF THE MAIN
 JB0342'TRACK, AT A FENCE, AND 4 FEET ABOVE THE LEVEL OF THE TRACK.  A
 JB0342'STANDARD DISK, STAMPED L 123 1935 AND SET IN THE TOP OF A
 JB0342'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1376 ***********************************************************************
 JA1376  CBN         -  This is a Cooperative Base Network Control Station.
 JA1376  DESIGNATION -  L 127
 JA1376  PID         -  JA1376
 JA1376  STATE/COUNTY-  IL/LAWRENCE
 JA1376  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1376
 JA1376                         *CURRENT SURVEY CONTROL
 JA1376  ___________________________________________________________________
 JA1376* NAD 83(1997)-  38 42 38.21253(N)    087 43 19.45610(W)     ADJUSTED  
 JA1376* NAVD 88     -       132.849  (meters)     435.86   (feet)  ADJUSTED  
 JA1376  ___________________________________________________________________
 JA1376  X           -     198,081.009 (meters)                     COMP
 JA1376  Y           -  -4,979,622.351 (meters)                     COMP
 JA1376  Z           -   3,967,363.252 (meters)                     COMP
 JA1376  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JA1376  ELLIP HEIGHT-         101.30  (meters)          (09/15/03) GPS OBS
 JA1376  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JA1376  DYNAMIC HT  -         132.768 (meters)     435.59  (feet)  COMP
 JA1376  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 JA1376
 JA1376  HORZ ORDER  -  B
 JA1376  VERT ORDER  -  FIRST     CLASS II
 JA1376  ELLP ORDER  -  FOURTH    CLASS I
 JA1376
 JA1376.The horizontal coordinates were established by GPS observations
 JA1376.and adjusted by the National Geodetic Survey in July 1998..
 JA1376
 JA1376.The orthometric height was determined by differential leveling
 JA1376.and adjusted by the National Geodetic Survey in June 1991..
 JA1376
 JA1376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1376
 JA1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1376
 JA1376.The ellipsoidal height was determined by GPS observations
 JA1376.and is referenced to NAD 83.
 JA1376
 JA1376.The geoid height was determined by GEOID03.
 JA1376
 JA1376.The dynamic height is computed by dividing the NAVD 88
 JA1376.geopotential number by the normal gravity value computed on the
 JA1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1376.degrees latitude (g = 980.6199 gals.).
 JA1376
 JA1376.The modeled gravity was interpolated from observed gravity values.
 JA1376
 JA1376;                    North         East     Units Scale Factor Converg.
 JA1376;SPC IL E     -   227,030.746   353,165.353   MT  1.00000979   +0 22 56.2
 JA1376;SPC IL E     -   744,850.04  1,158,676.66   sFT  1.00000979   +0 22 56.2
 JA1376;UTM  16      - 4,284,911.376   437,220.338   MT  0.99964853   -0 27 05.7
 JA1376
 JA1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1376!SPC IL E     -   0.99998411  x   1.00000979  =   0.99999390
 JA1376!UTM  16      -   0.99998411  x   0.99964853  =   0.99963264
 JA1376
 JA1376                          SUPERSEDED SURVEY CONTROL
 JA1376
 JA1376  ELLIP H (07/17/98)  101.32   (m)                       GP(       ) 4 1
 JA1376  NAD 83(1986)-  38 42 38.22299(N)    087 43 19.45560(W) AD(       ) 1
 JA1376  NAVD 88 (07/17/98)  132.85   (m)          435.9    (f) LEVELING    3  
 JA1376  NGVD 29 (??/??/92)  132.958  (m)          436.21   (f) ADJ UNCH    1 2
 JA1376
 JA1376.Superseded values are not recommended for survey control.
 JA1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1376.See file dsdata.txt to determine how the superseded data were derived.
 JA1376
 JA1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3722084911(NAD 83)
 JA1376_MARKER: DB = BENCH MARK DISK
 JA1376_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JA1376_SP_SET: RETAINING HEADWALL
 JA1376_STAMPING: L 127 1938
 JA1376_MARK LOGO: CGS   
 JA1376_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1376+STABILITY: SURFACE MOTION
 JA1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1376+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 JA1376
 JA1376  HISTORY     - Date     Condition        Report By
 JA1376  HISTORY     - 1938     MONUMENTED       CGS
 JA1376  HISTORY     - 1986     GOOD             NGS
 JA1376  HISTORY     - 19901015 GOOD             NGS
 JA1376  HISTORY     - 19970423 GOOD             NGS
 JA1376  HISTORY     - 19990927 GOOD             ILDT
 JA1376  HISTORY     - 20020812 GOOD             NGS
 JA1376  HISTORY     - 20030708 GOOD             NGS
 JA1376
 JA1376                          STATION DESCRIPTION
 JA1376
 JA1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1376'1.8 MI W FROM LAWRENCEVILLE.
 JA1376'1.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA1376'STATION AT LAWRENCEVILLE, LAWRENCE COUNTY, 0.3 MILE WEST OF
 JA1376'MILEPOST ST. L. 139-C 200, AT A ROAD CROSSING, 30 FEET WEST OF
 JA1376'THE CENTERLINE OF THE NORTH-AND-SOUTH GRAVEL ROAD, 20 FEET SOUTH
 JA1376'OF THE SOUTH RAIL OF THE MAIN TRACK, AT CONCRETE CULVERT 200.36,
 JA1376'IN THE TOP OF THE SOUTHEAST CORNER, AND ABOUT 1 FOOT LOWER THAN
 JA1376'THE TRACK.  A STANDARD DISK, STAMPED L 127 1938.
 JA1376
 JA1376                          STATION RECOVERY (1986)
 JA1376
 JA1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1376'THE MARK IS 0.6 M BELOW THE TRACKS.
 JA1376'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JA1376'NEW DESCRIPTION FOLLOWS.  1.0 KM (0.6 MI) WEST ALONG U.S. HIGHWAY 50
 JA1376'BUSINESS ROUTE FROM THE COURTHOUSE IN LAWRENCEVILLE, THENCE 2.5 KM
 JA1376'(1.55 MI) WESTERLY ALONG STATE HIGHWAY 250, THENCE 1.3 KM (0.8 MI)
 JA1376'SOUTH ALONG A PAVED ROAD, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 JA1376'EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE CHESSIE
 JA1376'SYSTEM RAILROAD, 9.1 M (29.9 FT) WEST OF THE CENTER OF THE ROAD, AND
 JA1376'6.1 M (20.0 FT) SOUTH OF THE NEAR RAIL.
 JA1376
 JA1376                          STATION RECOVERY (1990)
 JA1376
 JA1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JA1376'STATION IS LOCATED ABOUT 4 KM (2.5 MI)  WEST-SOUTHWEST OF
 JA1376'LAWRENCEVILLE, AT THE JUNCTION OF A PAVED ROAD AND A RAILROAD TRACK,
 JA1376'ON THE EAST EDGE OF SECTION 10, T 3 N, R 12 W, IN THE EAST END OF A 3
 JA1376'METER-LONG CONCRETE CULVERT HEADWALL THAT IS BASICALLY COVERED OVER
 JA1376'SINCE A LARGE PIPE HAS BEEN INSERTED INTO THE CULVERT.
 JA1376'OWNERSHIP--BALTIMORE AND OHIO RAILROAD.
 JA1376'TO REACH FROM THE COURTHOUSE IN LAWRENCEVILLE, GO WEST ON US HIGHWAY
 JA1376'50 BUSINESS FOR 0.39 KM (0.24 MI)  TO STATE HIGHWAY 1.  CONTINUE WEST
 JA1376'ON HIGHWAY 50 BUSINESS FOR 0.64 KM (0.40 MI)  TO A FORK.  BEAR LEFT,
 JA1376'SOUTHWEST, ON STATE HIGHWAY 250 FOR 2.52 KM (1.57 MI)  TO A PAVED
 JA1376'CROSSROAD.  TURN LEFT, SOUTH, ON ROAD 1000 E FOR 1.30 KM (0.81 MI) TO
 JA1376'THE TRACK AND THE STATION ON THE RIGHT.  (NOTE--PARK IN FIELD
 JA1376'ENTRANCE SO FARM TRAFFIC CAN GET BY ON NARROW ROAD).
 JA1376'STATION MARK IS SET IN A DRILL HOLE IN THE EAST END OF THE HEADWALL,
 JA1376'8.8 M (28.9 FT)  WEST OF THE ROAD CENTER, 6.6 M (21.7 FT)  SOUTH OF,
 JA1376'AND 0.5 M (1.6 FT)  LOWER THAN SOUTH RAIL OF SINGLE TRACK, 0.4 M
 JA1376'(1.3 FT)  WEST OF END OF HEADWALL, AND 0.5 M (1.6 FT)  WEST OF A
 JA1376'FIBERGLASS WITNESS POST.
 JA1376
 JA1376                          STATION RECOVERY (1997)
 JA1376
 JA1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA1376'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST-SOUTHWEST OF
 JA1376'LAWRENCEVILLE, IL, AT THE JUNCTION OF A PAVED ROAD AND A RAILROAD
 JA1376'TRACK, ALONG THE WEST SIDE OF COUNTY ROAD 1000 E JUST SOUTH OF THE
 JA1376'TRACKS, SET IN TOP OF AND NEAR THE EAST END OF A 3 M (9.8 FT) LONG
 JA1376'CONCRETE CULVERT HEADWALL WITH DIRT ON BOTH SIDES.
 JA1376'OWNERSHIP--BALTIMORE AND OHIO RAILROAD.  NOTE--THIS STATION IS A
 JA1376'FBN/CBN STATION AND B.M. TIE.  TO REACH THE STATION FROM THE JUNCTION
 JA1376'OF U.S. HIGHWAY 50 BUSINESS AND STATE HIGHWAY 250 NEAR THE SOUTHWEST
 JA1376'EDGE OF LAWRENCEVILLE, GO SOUTHWEST, 2.52 KM (1.55 MI) ALONG HIGHWAY
 JA1376'250 TO COUNTY ROAD (1000 E) ON THE LEFT.  TURN LEFT, SOUTH, 1.3 KM
 JA1376'(0.80 MI) ALONG ROAD 1000 E TO THE RAILROAD TRACKS AND THE STATION
 JA1376'ACROSS THE TRACKS IN THE JUNCTIONS SOUTHWEST QUADRANT. STATION IS 8.8
 JA1376'M (28.9 FT) WEST OF THE ROAD 1000 E CENTER, 6.6 M (21.7 FT) SOUTH OF
 JA1376'THE TRACKS SOUTH RAIL, 4.2 M (13.8 FT) NORTH-NORTHEAST OF THE SOUTH
 JA1376'END OF A 5-FOOT METAL CULVERT RUNNING UNDER THE TRACKS, 0.4 M (1.3 FT)
 JA1376'WEST OF THE HEADWALLS EAST END, AND THE STATION IS ABOUT 0.5 M (1.6
 JA1376'FT) BELOW THE TRACKS LEVEL AND FLUSH WITH THE TOP OF THE HEADWALL.  BY
 JA1376'R.G. HAYES
 JA1376
 JA1376                          STATION RECOVERY (1999)
 JA1376
 JA1376'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RA)
 JA1376'RECOVERED AS DESCRIBED
 JA1376'
 JA1376
 JA1376                          STATION RECOVERY (2002)
 JA1376
 JA1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BR)
 JA1376'RECOVERED AS DESCRIBED
 JA1376'
 JA1376
 JA1376                          STATION RECOVERY (2003)
 JA1376
 JA1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JMW)
 JA1376'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0112 ***********************************************************************
 JB0112  DESIGNATION -  L 128 RESET 1949
 JB0112  PID         -  JB0112
 JB0112  STATE/COUNTY-  IL/RICHLAND
 JB0112  USGS QUAD   -  DUNDAS (1985)
 JB0112
 JB0112                         *CURRENT SURVEY CONTROL
 JB0112  ___________________________________________________________________
 JB0112* NAD 83(1986)-  38 50 03.     (N)    088 05 05.     (W)     SCALED    
 JB0112* NAVD 88     -       145.258  (meters)     476.57   (feet)  ADJUSTED  
 JB0112  ___________________________________________________________________
 JB0112  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JB0112  DYNAMIC HT  -         145.170 (meters)     476.28  (feet)  COMP
 JB0112  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 JB0112
 JB0112  VERT ORDER  -  FIRST     CLASS II
 JB0112
 JB0112.The horizontal coordinates were scaled from a topographic map and have
 JB0112.an estimated accuracy of +/- 6 seconds.
 JB0112
 JB0112.The orthometric height was determined by differential leveling
 JB0112.and adjusted by the National Geodetic Survey in June 1991..
 JB0112
 JB0112.The geoid height was determined by GEOID03.
 JB0112
 JB0112.The dynamic height is computed by dividing the NAVD 88
 JB0112.geopotential number by the normal gravity value computed on the
 JB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0112.degrees latitude (g = 980.6199 gals.).
 JB0112
 JB0112.The modeled gravity was interpolated from observed gravity values.
 JB0112
 JB0112;                    North         East    Units  Estimated Accuracy
 JB0112;SPC IL E     -   240,600.      321,590.      MT  (+/- 180 meters Scaled)
 JB0112
 JB0112                          SUPERSEDED SURVEY CONTROL
 JB0112
 JB0112  NGVD 29 (??/??/92)  145.343  (m)          476.85   (f) ADJ UNCH    1 2
 JB0112
 JB0112.Superseded values are not recommended for survey control.
 JB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0112.See file dsdata.txt to determine how the superseded data were derived.
 JB0112
 JB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH058989(NAD 83)
 JB0112_MARKER: DB = BENCH MARK DISK
 JB0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0112_SP_SET: STEP
 JB0112_STAMPING: L 128 1938 RESET 1949
 JB0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0112
 JB0112  HISTORY     - Date     Condition        Report By
 JB0112  HISTORY     - 1949     MONUMENTED       CGS
 JB0112  HISTORY     - 1956     GOOD             NGS
 JB0112
 JB0112                          STATION DESCRIPTION
 JB0112
 JB0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0112'AT DUNDAS.
 JB0112'AT DUNDAS, 179 FEET EAST OF EAST RAIL OF ILLINOIS CENTRAL
 JB0112'RAILROAD, 146 FEET EAST OF NORTHEAST CORNER OF RAILROAD STATION,
 JB0112'64 FEET NORTH OF CENTER LINE OF AN EAST-WEST BLACK TOP ROAD,
 JB0112'IN THE TOP OF EAST END OF CONCRETE STEP TO SOUTH ENTRANCE TO
 JB0112'MOSSER GROCERY STORE AND 1 FOOT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0936 ***********************************************************************
 KB0936  DESIGNATION -  L 13
 KB0936  PID         -  KB0936
 KB0936  STATE/COUNTY-  IL/SANGAMON
 KB0936  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB0936
 KB0936                         *CURRENT SURVEY CONTROL
 KB0936  ___________________________________________________________________
 KB0936* NAD 83(1986)-  39 47 40.     (N)    089 38 32.     (W)     SCALED    
 KB0936* NAVD 88     -       181.181  (meters)     594.42   (feet)  ADJUSTED  
 KB0936  ___________________________________________________________________
 KB0936  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KB0936  DYNAMIC HT  -         181.082 (meters)     594.10  (feet)  COMP
 KB0936  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 KB0936
 KB0936  VERT ORDER  -  FIRST     CLASS II
 KB0936
 KB0936.The horizontal coordinates were scaled from a topographic map and have
 KB0936.an estimated accuracy of +/- 6 seconds.
 KB0936
 KB0936.The orthometric height was determined by differential leveling
 KB0936.and adjusted by the National Geodetic Survey in June 1991..
 KB0936
 KB0936.The geoid height was determined by GEOID03.
 KB0936
 KB0936.The dynamic height is computed by dividing the NAVD 88
 KB0936.geopotential number by the normal gravity value computed on the
 KB0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0936.degrees latitude (g = 980.6199 gals.).
 KB0936
 KB0936.The modeled gravity was interpolated from observed gravity values.
 KB0936
 KB0936;                    North         East    Units  Estimated Accuracy
 KB0936;SPC IL W     -   347,300.      744,920.      MT  (+/- 180 meters Scaled)
 KB0936
 KB0936                          SUPERSEDED SURVEY CONTROL
 KB0936
 KB0936  NGVD 29 (??/??/92)  181.277  (m)          594.74   (f) ADJ UNCH    1 2
 KB0936
 KB0936.Superseded values are not recommended for survey control.
 KB0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0936.See file dsdata.txt to determine how the superseded data were derived.
 KB0936
 KB0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK737082(NAD 83)
 KB0936_MARKER: DB = BENCH MARK DISK
 KB0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0936_SP_SET: BRIDGE
 KB0936_STAMPING: L 13 1933
 KB0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0936
 KB0936  HISTORY     - Date     Condition        Report By
 KB0936  HISTORY     - 1933     MONUMENTED       CGS
 KB0936  HISTORY     - 1935     GOOD             NGS
 KB0936  HISTORY     - 1971     GOOD             ILHD
 KB0936  HISTORY     - 1976     GOOD             NGS
 KB0936
 KB0936                          STATION DESCRIPTION
 KB0936
 KB0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0936'AT SPRINGFIELD.
 KB0936'AT SPRINGFIELD, SANGAMON COUNTY, ON THE WABASH RAILROAD, 34 POLES
 KB0936'SOUTH OF MILEPOST 414, AT THE COOK STREET BRIDGE, IN THE WEST
 KB0936'END OF THE SOUTH CONCRETE BRIDGE SEAT, 10 FEET WEST OF THE WEST
 KB0936'TRACK, AND 1 FOOT SOUTH OF THE FACE OF THE SOUTH RETAINING WALL.
 KB0936'A STANDARD DISK, STAMPED L 13 1933.  NOTE-- 11.6 FEET W. OF W.
 KB0936'TRACK.
 KB0936
 KB0936                          STATION RECOVERY (1971)
 KB0936
 KB0936'RECOVERY NOTE BY IL HIGHWAY DEPT 1971
 KB0936'RECOVERED IN GOOD CONDITION.
 KB0936
 KB0936                          STATION RECOVERY (1976)
 KB0936
 KB0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0253 ***********************************************************************
 NH0253  DESIGNATION -  L 130
 NH0253  PID         -  NH0253
 NH0253  STATE/COUNTY-  IL/DE KALB
 NH0253  USGS QUAD   -  FAIRDALE (1978)
 NH0253
 NH0253                         *CURRENT SURVEY CONTROL
 NH0253  ___________________________________________________________________
 NH0253* NAD 83(1986)-  42 06 07.     (N)    088 54 17.     (W)     SCALED    
 NH0253* NAVD 88     -       230.767  (meters)     757.11   (feet)  ADJUSTED  
 NH0253  ___________________________________________________________________
 NH0253  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH0253  DYNAMIC HT  -         230.689 (meters)     756.85  (feet)  COMP
 NH0253  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 NH0253
 NH0253  VERT ORDER  -  FIRST     CLASS I
 NH0253
 NH0253.The horizontal coordinates were scaled from a topographic map and have
 NH0253.an estimated accuracy of +/- 6 seconds.
 NH0253
 NH0253.The orthometric height was determined by differential leveling
 NH0253.and adjusted by the National Geodetic Survey in June 1991..
 NH0253
 NH0253.The geoid height was determined by GEOID03.
 NH0253
 NH0253.The dynamic height is computed by dividing the NAVD 88
 NH0253.geopotential number by the normal gravity value computed on the
 NH0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0253.degrees latitude (g = 980.6199 gals.).
 NH0253
 NH0253.The modeled gravity was interpolated from observed gravity values.
 NH0253
 NH0253;                    North         East    Units  Estimated Accuracy
 NH0253;SPC IL E     -   603,580.      252,740.      MT  (+/- 180 meters Scaled)
 NH0253
 NH0253                          SUPERSEDED SURVEY CONTROL
 NH0253
 NH0253  NGVD 29 (??/??/92)  230.819  (m)          757.28   (f) ADJ UNCH    1 1
 NH0253
 NH0253.Superseded values are not recommended for survey control.
 NH0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0253.See file dsdata.txt to determine how the superseded data were derived.
 NH0253
 NH0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM425628(NAD 83)
 NH0253_MARKER: DB = BENCH MARK DISK
 NH0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0253_STAMPING: L 130 1947
 NH0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0253+STABILITY: SURFACE MOTION
 NH0253
 NH0253  HISTORY     - Date     Condition        Report By
 NH0253  HISTORY     - 1947     MONUMENTED       CGS
 NH0253  HISTORY     - 1969     GOOD             NGS
 NH0253  HISTORY     - 1990     POOR             USPSQD
 NH0253  HISTORY     - 19961026 POOR             USPSQD
 NH0253
 NH0253                          STATION DESCRIPTION
 NH0253
 NH0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0253'1.5 MI E FROM FAIRDALE.
 NH0253'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 72 FROM THE FAIRDALE
 NH0253'SCHOOL AT FAIRDALE, 0.35 MILE EAST OF A CONCRETE HIGHWAY BRIDGE,
 NH0253'38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 122 FEET EAST
 NH0253'OF A CORNER FENCE POST, 102 FEET NORTHEAST OF THE CENTER OF
 NH0253'THE NORTH END OF A 6-FOOT CONCRETE BOX CULVERT, 21 FEET EAST OF
 NH0253'A POWER POLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 NH0253'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 NH0253'OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF
 NH0253'THE GROUND.  SEC 20, T42N, R3E
 NH0253
 NH0253                          STATION RECOVERY (1990)
 NH0253
 NH0253'RECOVERY NOTE BY US POWER SQUADRON 1990 (EW)
 NH0253'MARK RECOVERED IN POOR CONDITION.
 NH0253
 NH0253                          STATION RECOVERY (1996)
 NH0253
 NH0253'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0253'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0080 ***********************************************************************
 NH0080  DESIGNATION -  L 131
 NH0080  PID         -  NH0080
 NH0080  STATE/COUNTY-  IL/KANE
 NH0080  USGS QUAD   -  HAMPSHIRE (1978)
 NH0080
 NH0080                         *CURRENT SURVEY CONTROL
 NH0080  ___________________________________________________________________
 NH0080* NAD 83(1986)-  42 05 17.     (N)    088 30 02.     (W)     SCALED    
 NH0080* NAVD 88     -       299.008  (meters)     981.00   (feet)  ADJUSTED  
 NH0080  ___________________________________________________________________
 NH0080  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NH0080  DYNAMIC HT  -         298.904 (meters)     980.65  (feet)  COMP
 NH0080  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 NH0080
 NH0080  VERT ORDER  -  FIRST     CLASS I
 NH0080
 NH0080.The horizontal coordinates were scaled from a topographic map and have
 NH0080.an estimated accuracy of +/- 6 seconds.
 NH0080
 NH0080.The orthometric height was determined by differential leveling
 NH0080.and adjusted by the National Geodetic Survey in June 1991..
 NH0080.WARNING-Repeat measurements at this control monument indicate possible
 NH0080.vertical movement.
 NH0080
 NH0080.The geoid height was determined by GEOID03.
 NH0080
 NH0080.The dynamic height is computed by dividing the NAVD 88
 NH0080.geopotential number by the normal gravity value computed on the
 NH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0080.degrees latitude (g = 980.6199 gals.).
 NH0080
 NH0080.The modeled gravity was interpolated from observed gravity values.
 NH0080
 NH0080;                    North         East    Units  Estimated Accuracy
 NH0080;SPC IL E     -   601,900.      286,170.      MT  (+/- 180 meters Scaled)
 NH0080
 NH0080                          SUPERSEDED SURVEY CONTROL
 NH0080
 NH0080  NGVD 29 (??/??/92)  299.063  (m)          981.18   (f) ADJ UNCH    1 1
 NH0080
 NH0080.Superseded values are not recommended for survey control.
 NH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0080.See file dsdata.txt to determine how the superseded data were derived.
 NH0080
 NH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM758606(NAD 83)
 NH0080_MARKER: DB = BENCH MARK DISK
 NH0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0080_STAMPING: L 131 1947
 NH0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0080+STABILITY: SURFACE MOTION
 NH0080
 NH0080  HISTORY     - Date     Condition        Report By
 NH0080  HISTORY     - 1947     MONUMENTED       CGS
 NH0080  HISTORY     - 1969     GOOD             NGS
 NH0080  HISTORY     - 1989     GOOD             USPSQD
 NH0080  HISTORY     - 1990     GOOD             USPSQD
 NH0080  HISTORY     - 19980511 GOOD             USPSQD
 NH0080
 NH0080                          STATION DESCRIPTION
 NH0080
 NH0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0080'1.9 MI E FROM HAMPSHIRE.
 NH0080'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL
 NH0080'AT HAMPSHIRE, THENCE 1.6 MILE EAST ALONG STATE HIGHWAY 72, 29 1/2
 NH0080'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET WEST
 NH0080'OF THE CENTER LINE OF A PAVED ROAD WHICH LEADS SOUTH, 37 1/2
 NH0080'FEET WEST OF A CORNER FENCE POST, 1 FOOT NORTH OF A FENCE, 0.9
 NH0080'FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 NH0080'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 NH0080'SURFACE OF THE GROUND.  SEC 26, T42N, R 6E.
 NH0080
 NH0080                          STATION RECOVERY (1989)
 NH0080
 NH0080'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 NH0080'RECOVERED IN GOOD CONDITION.
 NH0080
 NH0080                          STATION RECOVERY (1990)
 NH0080
 NH0080'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0080'RECOVERED IN GOOD CONDITION.
 NH0080
 NH0080                          STATION RECOVERY (1998)
 NH0080
 NH0080'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0054 ***********************************************************************
 MF0054  DESIGNATION -  L 132
 MF0054  PID         -  MF0054
 MF0054  STATE/COUNTY-  IL/DU PAGE
 MF0054  USGS QUAD   -  LOMBARD (1993)
 MF0054
 MF0054                         *CURRENT SURVEY CONTROL
 MF0054  ___________________________________________________________________
 MF0054* NAD 83(1986)-  41 59 16.     (N)    088 05 21.     (W)     SCALED    
 MF0054* NAVD 88     -       245.427  (meters)     805.21   (feet)  ADJUSTED  
 MF0054  ___________________________________________________________________
 MF0054  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MF0054  DYNAMIC HT  -         245.342 (meters)     804.93  (feet)  COMP
 MF0054  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 MF0054
 MF0054  VERT ORDER  -  FIRST     CLASS I
 MF0054
 MF0054.The horizontal coordinates were scaled from a topographic map and have
 MF0054.an estimated accuracy of +/- 6 seconds.
 MF0054
 MF0054.The orthometric height was determined by differential leveling
 MF0054.and adjusted by the National Geodetic Survey in June 1991..
 MF0054
 MF0054.The geoid height was determined by GEOID03.
 MF0054
 MF0054.The dynamic height is computed by dividing the NAVD 88
 MF0054.geopotential number by the normal gravity value computed on the
 MF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0054.degrees latitude (g = 980.6199 gals.).
 MF0054
 MF0054.The modeled gravity was interpolated from observed gravity values.
 MF0054
 MF0054;                    North         East    Units  Estimated Accuracy
 MF0054;SPC IL E     -   590,770.      320,230.      MT  (+/- 180 meters Scaled)
 MF0054
 MF0054                          SUPERSEDED SURVEY CONTROL
 MF0054
 MF0054  NGVD 29 (??/??/92)  245.515  (m)          805.49   (f) ADJ UNCH    1 1
 MF0054
 MF0054.Superseded values are not recommended for survey control.
 MF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0054.See file dsdata.txt to determine how the superseded data were derived.
 MF0054
 MF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM097489(NAD 83)
 MF0054_MARKER: DB = BENCH MARK DISK
 MF0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0054_STAMPING: L 132 1947
 MF0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0054+STABILITY: SURFACE MOTION
 MF0054
 MF0054  HISTORY     - Date     Condition        Report By
 MF0054  HISTORY     - 1947     MONUMENTED       CGS
 MF0054  HISTORY     - 1969     GOOD             NGS
 MF0054  HISTORY     - 19960420 GOOD             USPSQD
 MF0054
 MF0054                          STATION DESCRIPTION
 MF0054
 MF0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0054'0.7 MI NW FROM ROSELLE.
 MF0054'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 19 WHICH IS
 MF0054'IRVING PARK ROAD FROM THE ROSELLE STATE BANK AT ROSELLE, 0.45 MILE
 MF0054'SOUTHEAST OF THE COOK-DU PAGE COUNTY LINE, 39 FEET NORTH OF THE
 MF0054'CENTER LINE OF THE HIGHWAY, 150 FEET EAST OF THE CENTER LINE OF
 MF0054'A PRIVATE DRIVEWAY WHICH LEADS NORTH, 18 1/2 FEET WEST OF A POWER
 MF0054'POLE WHICH BEARS A TRANSFORMER, 18 FEET WEST OF A CORNER FENCE
 MF0054'POST, 1 1/2 FEET SOUTH OF A FENCE, 2.7 FEET SOUTH OF A METAL
 MF0054'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 MF0054'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 MF0054'ABOVE THE SURFACE OF THE GROUND.  SEC 3, T 40N, R 10E.
 MF0054
 MF0054                          STATION RECOVERY (1996)
 MF0054
 MF0054'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0239 ***********************************************************************
 NG0239  DESIGNATION -  L 134
 NG0239  PID         -  NG0239
 NG0239  STATE/COUNTY-  IL/COOK
 NG0239  USGS QUAD   -  EVANSTON (1995)
 NG0239
 NG0239                         *CURRENT SURVEY CONTROL
 NG0239  ___________________________________________________________________
 NG0239* NAD 83(1986)-  42 04 46.     (N)    087 44 29.     (W)     SCALED    
 NG0239* NAVD 88     -       191.005  (meters)     626.66   (feet)  ADJUSTED  
 NG0239  ___________________________________________________________________
 NG0239  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0239  DYNAMIC HT  -         190.943 (meters)     626.45  (feet)  COMP
 NG0239  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 NG0239
 NG0239  VERT ORDER  -  SECOND    CLASS 0
 NG0239
 NG0239.The horizontal coordinates were scaled from a topographic map and have
 NG0239.an estimated accuracy of +/- 6 seconds.
 NG0239
 NG0239.The orthometric height was determined by differential leveling
 NG0239.and adjusted by the National Geodetic Survey in June 1991..
 NG0239
 NG0239.The geoid height was determined by GEOID03.
 NG0239
 NG0239.The dynamic height is computed by dividing the NAVD 88
 NG0239.geopotential number by the normal gravity value computed on the
 NG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0239.degrees latitude (g = 980.6199 gals.).
 NG0239
 NG0239.The modeled gravity was interpolated from observed gravity values.
 NG0239
 NG0239;                    North         East    Units  Estimated Accuracy
 NG0239;SPC IL E     -   601,100.      348,980.      MT  (+/- 180 meters Scaled)
 NG0239
 NG0239                          SUPERSEDED SURVEY CONTROL
 NG0239
 NG0239  NGVD 29 (??/??/92)  191.064  (m)          626.85   (f) ADJ UNCH    2 0
 NG0239
 NG0239.Superseded values are not recommended for survey control.
 NG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0239.See file dsdata.txt to determine how the superseded data were derived.
 NG0239
 NG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM386588(NAD 83)
 NG0239_MARKER: DB = BENCH MARK DISK
 NG0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0239_SP_SET: MONUMENT POST
 NG0239_STAMPING: L 134 1947
 NG0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0239
 NG0239  HISTORY     - Date     Condition        Report By
 NG0239  HISTORY     - 1947     MONUMENTED       CGS
 NG0239  HISTORY     - 1973     GOOD             NGS
 NG0239  HISTORY     - 19991126 GOOD             USPSQD
 NG0239  HISTORY     - 20011110 GOOD             USPSQD
 NG0239
 NG0239                          STATION DESCRIPTION
 NG0239
 NG0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0239'1.6 MI W FROM WILMETTA.
 NG0239'1.60 MILES WEST ALONG LAKE AVENUE FROM THE VILLAGE HALL ANNEX,
 NG0239'AT THE INTERSECTION OF LAKE AVENUE AND LOCUST ROAD, SET VERTICALLY
 NG0239'IN THE NORTH FACE OF THE EAST STONE MONUMENT POST SUPPORTING A
 NG0239'LIGHT FOR ENTRANCE TO LOCUST ROAD, 32.2 FEET NORTH OF THE NORTH
 NG0239'CURB OF LAKE AVENUE, 6.5 FEET EAST OF THE EAST CURB OF LOCUST
 NG0239'ROAD.  A C AND GS DISK DRILLED IN VERTICAL POSITION IN A STONE
 NG0239'MONUMENT POST ABOUT 2 FEET ABOVE GROUND LEVEL.  NOT LEVELED TO
 NG0239'IN 1973.  SEC 29, T42N, R13E.
 NG0239
 NG0239                          STATION RECOVERY (1999)
 NG0239
 NG0239'RECOVERY NOTE BY US POWER SQUADRON 1999
 NG0239'RECOVERED IN GOOD CONDITION.
 NG0239
 NG0239                          STATION RECOVERY (2001)
 NG0239
 NG0239'RECOVERY NOTE BY US POWER SQUADRON 2001 (EFU)
 NG0239'RECOVERED AS DESCRIBED.
 NG0239'COORDINATES BY GPS. L 42 DEGREES 04.769'N  LO 087 DEGREES 44.520'W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1813 ***********************************************************************
 ME1813  DESIGNATION -  L 135
 ME1813  PID         -  ME1813
 ME1813  STATE/COUNTY-  IL/COOK
 ME1813  USGS QUAD   -  ENGLEWOOD (1997)
 ME1813
 ME1813                         *CURRENT SURVEY CONTROL
 ME1813  ___________________________________________________________________
 ME1813* NAD 83(1986)-  41 50 51.     (N)    087 38 46.     (W)     SCALED    
 ME1813* NAVD 88     -       180.768  (meters)     593.07   (feet)  ADJUSTED  
 ME1813  ___________________________________________________________________
 ME1813  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1813  DYNAMIC HT  -         180.706 (meters)     592.87  (feet)  COMP
 ME1813  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 ME1813
 ME1813  VERT ORDER  -  FIRST     CLASS II
 ME1813
 ME1813.The horizontal coordinates were scaled from a topographic map and have
 ME1813.an estimated accuracy of +/- 6 seconds.
 ME1813
 ME1813.The orthometric height was determined by differential leveling
 ME1813.and adjusted by the National Geodetic Survey in June 1991..
 ME1813
 ME1813.The geoid height was determined by GEOID03.
 ME1813
 ME1813.The dynamic height is computed by dividing the NAVD 88
 ME1813.geopotential number by the normal gravity value computed on the
 ME1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1813.degrees latitude (g = 980.6199 gals.).
 ME1813
 ME1813.The modeled gravity was interpolated from observed gravity values.
 ME1813
 ME1813;                    North         East    Units  Estimated Accuracy
 ME1813;SPC IL E     -   575,390.      357,070.      MT  (+/- 180 meters Scaled)
 ME1813
 ME1813                          SUPERSEDED SURVEY CONTROL
 ME1813
 ME1813  NGVD 29 (??/??/92)  180.856  (m)          593.36   (f) ADJ UNCH    1 2
 ME1813
 ME1813.Superseded values are not recommended for survey control.
 ME1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1813.See file dsdata.txt to determine how the superseded data were derived.
 ME1813
 ME1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM463330(NAD 83)
 ME1813_MARKER: DB = BENCH MARK DISK
 ME1813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1813_SP_SET: ABUTMENT
 ME1813_STAMPING: L 135 1947
 ME1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1813
 ME1813  HISTORY     - Date     Condition        Report By
 ME1813  HISTORY     - 1947     MONUMENTED       CGS
 ME1813  HISTORY     - 1973     GOOD             NGS
 ME1813  HISTORY     - 1977     GOOD             NGS
 ME1813  HISTORY     - 19920805 MARK NOT FOUND   NGS
 ME1813
 ME1813                          STATION DESCRIPTION
 ME1813
 ME1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1813'AT CHICAGO.
 ME1813'AT CHICAGO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 ME1813'ARCHER AVENUE AND SOUTH HALSTED AVENUE, AT 2500 SOUTH HALSTED
 ME1813'AVENUE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST
 ME1813'CONCRETE ABUTMENT OF THE OVER HEAD BRIDGE OF THE ATCHISON TOPEKA
 ME1813'AND SANTA FE RAILWAY OVER SOUTH HALSTED AVENUE, 145 FEET
 ME1813'NORTHWEST OF THE NORTHWEST CURB OF ARCHER AVENUE, 28 FEET EAST
 ME1813'OF THE EAST CURB OF SOUTH HALSTED AVENUE, 1.2 FEET NORTHEAST OF
 ME1813'THE SOUTHEAST END OF THE ABUTMENT AND 1.7 FEET ABOVE THE SIDE
 ME1813'WALK.
 ME1813
 ME1813                          STATION RECOVERY (1973)
 ME1813
 ME1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 ME1813'RECOVERED IN GOOD CONDITION.
 ME1813
 ME1813                          STATION RECOVERY (1977)
 ME1813
 ME1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1813'RECOVERED IN GOOD CONDITION.
 ME1813
 ME1813                          STATION RECOVERY (1992)
 ME1813
 ME1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1813'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 ME1813'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1618 ***********************************************************************
 ME1618  DESIGNATION -  L 136 RESET 1965
 ME1618  PID         -  ME1618
 ME1618  STATE/COUNTY-  IL/COOK
 ME1618  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1618
 ME1618                         *CURRENT SURVEY CONTROL
 ME1618  ___________________________________________________________________
 ME1618* NAD 83(1986)-  41 52 45.     (N)    087 37 49.     (W)     SCALED    
 ME1618* NAVD 88     -       180.883  (meters)     593.45   (feet)  ADJUSTED  
 ME1618  ___________________________________________________________________
 ME1618  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 ME1618  DYNAMIC HT  -         180.822 (meters)     593.25  (feet)  COMP
 ME1618  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 ME1618
 ME1618  VERT ORDER  -  FIRST     CLASS I
 ME1618
 ME1618.The horizontal coordinates were scaled from a topographic map and have
 ME1618.an estimated accuracy of +/- 6 seconds.
 ME1618
 ME1618.The orthometric height was determined by differential leveling
 ME1618.and adjusted by the National Geodetic Survey in June 1991..
 ME1618
 ME1618.The geoid height was determined by GEOID03.
 ME1618
 ME1618.The dynamic height is computed by dividing the NAVD 88
 ME1618.geopotential number by the normal gravity value computed on the
 ME1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1618.degrees latitude (g = 980.6199 gals.).
 ME1618
 ME1618.The modeled gravity was interpolated from observed gravity values.
 ME1618
 ME1618;                    North         East    Units  Estimated Accuracy
 ME1618;SPC IL E     -   578,920.      358,360.      MT  (+/- 180 meters Scaled)
 ME1618
 ME1618                          SUPERSEDED SURVEY CONTROL
 ME1618
 ME1618  NGVD 29 (??/??/92)  180.969  (m)          593.73   (f) ADJ UNCH    1 1
 ME1618
 ME1618.Superseded values are not recommended for survey control.
 ME1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1618.See file dsdata.txt to determine how the superseded data were derived.
 ME1618
 ME1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM477365(NAD 83)
 ME1618_MARKER: DB = BENCH MARK DISK
 ME1618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1618_SP_SET: BUILDING
 ME1618_STAMPING: L 136 RESET 1965
 ME1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1618
 ME1618  HISTORY     - Date     Condition        Report By
 ME1618  HISTORY     - 1965     MONUMENTED       CGS
 ME1618  HISTORY     - 1969     GOOD             NGS
 ME1618  HISTORY     - 1971     GOOD             NGS
 ME1618  HISTORY     - 1977     GOOD             NGS
 ME1618  HISTORY     - 1987     GOOD             USPSQD
 ME1618  HISTORY     - 1989     GOOD             USPSQD
 ME1618  HISTORY     - 1989     GOOD             USPSQD
 ME1618
 ME1618                          STATION DESCRIPTION
 ME1618
 ME1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1618'1.2 MI NW FROM CHICAGO.
 ME1618'ABOUT 0.85 MILE NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1618'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.3 MILE EAST ALONG
 ME1618'ADAMS STREET, SET IN THE TOP OF THE CONCRETE FLOOR OF A SMALL
 ME1618'ALCOVE AT THE EAST SIDE OF THE SOUTH ENTRANCE TO THE COMMONWEALTH
 ME1618'EDISON COMPANY BUILDING, 17 FEET NORTH OF THE NORTH CURB OF
 ME1618'ADAMS STREET, 107 FEET EAST OF THE EAST CURB OF S. CLARK STREET,
 ME1618'AND ABOUT LEVEL WITH THE SIDEWALK.
 ME1618
 ME1618                          STATION RECOVERY (1971)
 ME1618
 ME1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1618'RECOVERED IN GOOD CONDITION.
 ME1618
 ME1618                          STATION RECOVERY (1977)
 ME1618
 ME1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1618'RECOVERED IN GOOD CONDITION.
 ME1618
 ME1618                          STATION RECOVERY (1987)
 ME1618
 ME1618'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1618'RECOVERED IN GOOD CONDITION.
 ME1618
 ME1618                          STATION RECOVERY (1989)
 ME1618
 ME1618'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1618'RECOVERED IN GOOD CONDITION.
 ME1618
 ME1618                          STATION RECOVERY (1989)
 ME1618
 ME1618'RECOVERY NOTE BY US POWER SQUADRON 1989 (CEP)
 ME1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1854 ***********************************************************************
 ME1854  DESIGNATION -  L 137
 ME1854  PID         -  ME1854
 ME1854  STATE/COUNTY-  IL/COOK
 ME1854  USGS QUAD   -  SAG BRIDGE (1997)
 ME1854
 ME1854                         *CURRENT SURVEY CONTROL
 ME1854  ___________________________________________________________________
 ME1854* NAD 83(1986)-  41 41 12.     (N)    087 52 53.     (W)     SCALED    
 ME1854* NAVD 88     -       184.383  (meters)     604.93   (feet)  ADJUSTED  
 ME1854  ___________________________________________________________________
 ME1854  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME1854  DYNAMIC HT  -         184.315 (meters)     604.71  (feet)  COMP
 ME1854  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 ME1854
 ME1854  VERT ORDER  -  FIRST     CLASS II
 ME1854
 ME1854.The horizontal coordinates were scaled from a topographic map and have
 ME1854.an estimated accuracy of +/- 6 seconds.
 ME1854
 ME1854.The orthometric height was determined by differential leveling
 ME1854.and adjusted by the National Geodetic Survey in June 1991..
 ME1854
 ME1854.The geoid height was determined by GEOID03.
 ME1854
 ME1854.The dynamic height is computed by dividing the NAVD 88
 ME1854.geopotential number by the normal gravity value computed on the
 ME1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1854.degrees latitude (g = 980.6199 gals.).
 ME1854
 ME1854.The modeled gravity was interpolated from observed gravity values.
 ME1854
 ME1854;                    North         East    Units  Estimated Accuracy
 ME1854;SPC IL E     -   557,400.      337,630.      MT  (+/- 180 meters Scaled)
 ME1854
 ME1854                          SUPERSEDED SURVEY CONTROL
 ME1854
 ME1854  NGVD 29 (??/??/92)  184.472  (m)          605.22   (f) ADJ UNCH    1 2
 ME1854
 ME1854.Superseded values are not recommended for survey control.
 ME1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1854.See file dsdata.txt to determine how the superseded data were derived.
 ME1854
 ME1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM266153(NAD 83)
 ME1854_MARKER: DB = BENCH MARK DISK
 ME1854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1854_SP_SET: BRIDGE
 ME1854_STAMPING: L 137 1947
 ME1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1854+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2004
 ME1854
 ME1854  HISTORY     - Date     Condition        Report By
 ME1854  HISTORY     - 1947     MONUMENTED       CGS
 ME1854  HISTORY     - 1971     GOOD             NGS
 ME1854  HISTORY     - 1977     GOOD             NGS
 ME1854  HISTORY     - 20000412 MARK NOT FOUND   PATRIC
 ME1854  HISTORY     - 20041212 GOOD             GEOCAC
 ME1854
 ME1854                          STATION DESCRIPTION
 ME1854
 ME1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1854'11.2 MI NW FROM BLUE ISLAND.
 ME1854'ABOUT 11.2 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE
 ME1854'GRAND TRUNK AND WESTERN RAILROAD STATION AT BLUE ISLAND, ABOUT
 ME1854'1.35 MILE WEST OF THE OVER PASS OF STATE HIGHWAY 83 OVER U.S.
 ME1854'HIGHWAYS 12 AND 20, ABOUT 0.35 MILE WEST OF A NORTH-SOUTH BLACK
 ME1854'TOP CROSS ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH STONE
 ME1854'BRIDGE RAILING OF A 38 FOOT STONE MASONRY BRIDGE OVER A CREEK,
 ME1854'32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET WEST OF
 ME1854'THE EAST END OF THE RAILING AND ABOUT 3.5 FEET ABOVE THE HIGHWAY.
 ME1854
 ME1854                          STATION RECOVERY (1971)
 ME1854
 ME1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1854'RECOVERED IN GOOD CONDITION.
 ME1854
 ME1854                          STATION RECOVERY (1977)
 ME1854
 ME1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1854'RECOVERED IN GOOD CONDITION.
 ME1854
 ME1854                          STATION RECOVERY (2000)
 ME1854
 ME1854'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1854'LIKELY DESTROYED BY NEW BRIDGE
 ME1854
 ME1854                          STATION RECOVERY (2004)
 ME1854
 ME1854'RECOVERY NOTE BY GEOCACHING 2004 (KMP)
 ME1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1824 ***********************************************************************
 ME1824  DESIGNATION -  L 138
 ME1824  PID         -  ME1824
 ME1824  STATE/COUNTY-  IL/COOK
 ME1824  USGS QUAD   -  LAKE CALUMET (1997)
 ME1824
 ME1824                         *CURRENT SURVEY CONTROL
 ME1824  ___________________________________________________________________
 ME1824* NAD 83(1986)-  41 39 28.     (N)    087 33 33.     (W)     SCALED    
 ME1824* NAVD 88     -       179.062  (meters)     587.47   (feet)  ADJUSTED  
 ME1824  ___________________________________________________________________
 ME1824  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1824  DYNAMIC HT  -         178.998 (meters)     587.26  (feet)  COMP
 ME1824  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 ME1824
 ME1824  VERT ORDER  -  FIRST     CLASS II
 ME1824
 ME1824.The horizontal coordinates were scaled from a topographic map and have
 ME1824.an estimated accuracy of +/- 6 seconds.
 ME1824
 ME1824.The orthometric height was determined by differential leveling
 ME1824.and adjusted by the National Geodetic Survey in June 1991..
 ME1824
 ME1824.The geoid height was determined by GEOID03.
 ME1824
 ME1824.The dynamic height is computed by dividing the NAVD 88
 ME1824.geopotential number by the normal gravity value computed on the
 ME1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1824.degrees latitude (g = 980.6199 gals.).
 ME1824
 ME1824.The modeled gravity was interpolated from observed gravity values.
 ME1824
 ME1824;                    North         East    Units  Estimated Accuracy
 ME1824;SPC IL E     -   554,380.      364,480.      MT  (+/- 180 meters Scaled)
 ME1824
 ME1824                          SUPERSEDED SURVEY CONTROL
 ME1824
 ME1824  NGVD 29 (??/??/92)  179.166  (m)          587.81   (f) ADJ UNCH    1 2
 ME1824
 ME1824.Superseded values are not recommended for survey control.
 ME1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1824.See file dsdata.txt to determine how the superseded data were derived.
 ME1824
 ME1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM534119(NAD 83)
 ME1824_MARKER: DB = BENCH MARK DISK
 ME1824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1824_SP_SET: FOUNDATION
 ME1824_STAMPING: L 138 1947
 ME1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1824
 ME1824  HISTORY     - Date     Condition        Report By
 ME1824  HISTORY     - 1947     MONUMENTED       CGS
 ME1824  HISTORY     - 1971     GOOD             NGS
 ME1824  HISTORY     - 1977     GOOD             NGS
 ME1824
 ME1824                          STATION DESCRIPTION
 ME1824
 ME1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1824'AT CHICAGO.
 ME1824'AT CHICAGO, AT THE INTERSECTION OF TORRENCE AVENUE AND EAST
 ME1824'130TH STREET, ABOUT 100 YARDS SOUTH OF THE INTERSECTION, SET IN
 ME1824'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE
 ME1824'FIRST PIER WEST OF TORRENCE AVENUE IN THE NORTH COLUMN OF PIERS
 ME1824'TO THE OVER HEAD BRIDGE OF THE CHICAGO, SOUTH SHORE AND SOUTH
 ME1824'BEND ELECTRIC RAILROAD OVER TORRENCE AVENUE, 29 FEET WEST OF THE
 ME1824'CENTER LINE OF TORRENCE AVENUE AND 1/2 FOOT ABOVE THE STREET.
 ME1824
 ME1824                          STATION RECOVERY (1971)
 ME1824
 ME1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1824'RECOVERED IN GOOD CONDITION.
 ME1824
 ME1824                          STATION RECOVERY (1977)
 ME1824
 ME1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1768 ***********************************************************************
 ME1768  DESIGNATION -  L 139
 ME1768  PID         -  ME1768
 ME1768  STATE/COUNTY-  IL/COOK
 ME1768  USGS QUAD   -  BLUE ISLAND (1997)
 ME1768
 ME1768                         *CURRENT SURVEY CONTROL
 ME1768  ___________________________________________________________________
 ME1768* NAD 83(1986)-  41 44 27.     (N)    087 44 26.     (W)     SCALED    
 ME1768* NAVD 88     -       189.160  (meters)     620.60   (feet)  ADJUSTED  
 ME1768  ___________________________________________________________________
 ME1768  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME1768  DYNAMIC HT  -         189.092 (meters)     620.38  (feet)  COMP
 ME1768  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 ME1768
 ME1768  VERT ORDER  -  FIRST     CLASS II
 ME1768
 ME1768.The horizontal coordinates were scaled from a topographic map and have
 ME1768.an estimated accuracy of +/- 6 seconds.
 ME1768
 ME1768.The orthometric height was determined by differential leveling
 ME1768.and adjusted by the National Geodetic Survey in June 1991..
 ME1768
 ME1768.The geoid height was determined by GEOID03.
 ME1768
 ME1768.The dynamic height is computed by dividing the NAVD 88
 ME1768.geopotential number by the normal gravity value computed on the
 ME1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1768.degrees latitude (g = 980.6199 gals.).
 ME1768
 ME1768.The modeled gravity was interpolated from observed gravity values.
 ME1768
 ME1768;                    North         East    Units  Estimated Accuracy
 ME1768;SPC IL E     -   563,490.      349,310.      MT  (+/- 180 meters Scaled)
 ME1768
 ME1768                          SUPERSEDED SURVEY CONTROL
 ME1768
 ME1768  NGVD 29 (??/??/92)  189.249  (m)          620.89   (f) ADJ UNCH    1 2
 ME1768
 ME1768.Superseded values are not recommended for survey control.
 ME1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1768.See file dsdata.txt to determine how the superseded data were derived.
 ME1768
 ME1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM384212(NAD 83)
 ME1768_MARKER: DB = BENCH MARK DISK
 ME1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1768_STAMPING: L 139 1947
 ME1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1768+STABILITY: SURFACE MOTION
 ME1768
 ME1768  HISTORY     - Date     Condition        Report By
 ME1768  HISTORY     - 1947     MONUMENTED       CGS
 ME1768  HISTORY     - 1953     MARK NOT FOUND   NGS
 ME1768  HISTORY     - 1977     MARK NOT FOUND   NGS
 ME1768
 ME1768                          STATION DESCRIPTION
 ME1768
 ME1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1768'1.2 MI N FROM OAK LAWN.
 ME1768'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 50 (CICERO AVENUE)
 ME1768'FROM ITS INTERSECTION WITH STATE HIGHWAY 7 AT OAK LAWN, AT THE
 ME1768'SOUTH ENTRANCE TO THE ASHBURN AIRPORT, AT THE NORTHWEST CORNER
 ME1768'OF AN IMMITATION BRICK HANGAR BUILDING, 86 FEET EAST OF THE
 ME1768'CENTER LINE OF CICERO AVENUE, 23 FEET SOUTH OF THE CENTER LINE
 ME1768'OF THE SOUTH ENTRANCE DRIVE WAY, 4 FEET SOUTHWEST OF THE NORTHWEST
 ME1768'CORNER OF THE HANGAR, 1.5 FEET WEST OF THE WEST FACE OF THE
 ME1768'HANGAR, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN
 ME1768'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 ME1768
 ME1768                          STATION RECOVERY (1953)
 ME1768
 ME1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 ME1768'MARK NOT FOUND.
 ME1768
 ME1768                          STATION RECOVERY (1977)
 ME1768
 ME1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0539 ***********************************************************************
 KC0539  DESIGNATION -  L 14 RESET
 KC0539  PID         -  KC0539
 KC0539  STATE/COUNTY-  IL/MORGAN
 KC0539  USGS QUAD   -  LYNNVILLE (1983)
 KC0539
 KC0539                         *CURRENT SURVEY CONTROL
 KC0539  ___________________________________________________________________
 KC0539* NAD 83(1986)-  39 44 40.     (N)    090 15 43.     (W)     SCALED    
 KC0539* NAVD 88     -       177.67   (meters)     582.9    (feet)  RESET     
 KC0539  ___________________________________________________________________
 KC0539  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KC0539
 KC0539  VERT ORDER  -  THIRD
 KC0539
 KC0539.The horizontal coordinates were scaled from a topographic map and have
 KC0539.an estimated accuracy of +/- 6 seconds.
 KC0539
 KC0539.The orthometric height was computed from unverified reset data.
 KC0539.No vertical observational check was made to the station.
 KC0539
 KC0539.The geoid height was determined by GEOID03.
 KC0539
 KC0539;                    North         East    Units  Estimated Accuracy
 KC0539;SPC IL W     -   341,620.      691,830.      MT  (+/- 180 meters Scaled)
 KC0539
 KC0539                          SUPERSEDED SURVEY CONTROL
 KC0539
 KC0539  NGVD 29 (03/28/06)  177.79   (m)          583.3    (f) RESET       3  
 KC0539
 KC0539.Superseded values are not recommended for survey control.
 KC0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0539.See file dsdata.txt to determine how the superseded data were derived.
 KC0539
 KC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE346029(NAD 83)
 KC0539_MARKER: DB = BENCH MARK DISK
 KC0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0539_STAMPING: L 14 RESET 1977
 KC0539_PROJECTION: FLUSH
 KC0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0539+STABILITY: SURFACE MOTION
 KC0539
 KC0539  HISTORY     - Date     Condition        Report By
 KC0539  HISTORY     - 1977     MONUMENTED       LOCENG
 KC0539
 KC0539                          STATION DESCRIPTION
 KC0539
 KC0539'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 KC0539'IN JACKSONVILLE.
 KC0539'AT WEST CITY LIMITS OF JACKSONVILLE, AT THE NORTH END OF THE WEST
 KC0539'ABUTMENT OF THE NORFOLK AND WESTERN RAILROAD-NORTH WESTGATE AVENUE
 KC0539'GRADE SEPARATION STRUCTURE, 5 FEET WEST OF THE FACE OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0115 ***********************************************************************
 MF0115  DESIGNATION -  L 140
 MF0115  PID         -  MF0115
 MF0115  STATE/COUNTY-  IL/WILL
 MF0115  USGS QUAD   -  ROMEOVILLE (1993)
 MF0115
 MF0115                         *CURRENT SURVEY CONTROL
 MF0115  ___________________________________________________________________
 MF0115* NAD 83(1986)-  41 37 32.     (N)    088 02 44.     (W)     SCALED    
 MF0115* NAVD 88     -       185.747  (meters)     609.40   (feet)  ADJUSTED  
 MF0115  ___________________________________________________________________
 MF0115  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF0115  DYNAMIC HT  -         185.677 (meters)     609.18  (feet)  COMP
 MF0115  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 MF0115
 MF0115  VERT ORDER  -  FIRST     CLASS II
 MF0115
 MF0115.The horizontal coordinates were scaled from a topographic map and have
 MF0115.an estimated accuracy of +/- 6 seconds.
 MF0115
 MF0115.The orthometric height was determined by differential leveling
 MF0115.and adjusted by the National Geodetic Survey in June 1991..
 MF0115
 MF0115.The geoid height was determined by GEOID03.
 MF0115
 MF0115.The dynamic height is computed by dividing the NAVD 88
 MF0115.geopotential number by the normal gravity value computed on the
 MF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0115.degrees latitude (g = 980.6199 gals.).
 MF0115
 MF0115.The modeled gravity was interpolated from observed gravity values.
 MF0115
 MF0115;                    North         East    Units  Estimated Accuracy
 MF0115;SPC IL E     -   550,550.      323,980.      MT  (+/- 180 meters Scaled)
 MF0115
 MF0115                          SUPERSEDED SURVEY CONTROL
 MF0115
 MF0115  NGVD 29 (??/??/92)  185.835  (m)          609.69   (f) ADJ UNCH    1 2
 MF0115
 MF0115.Superseded values are not recommended for survey control.
 MF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0115.See file dsdata.txt to determine how the superseded data were derived.
 MF0115
 MF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM129087(NAD 83)
 MF0115_MARKER: DB = BENCH MARK DISK
 MF0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0115_SP_SET: BRIDGE
 MF0115_STAMPING: L 140 1947
 MF0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0115+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 MF0115
 MF0115  HISTORY     - Date     Condition        Report By
 MF0115  HISTORY     - 1947     MONUMENTED       CGS
 MF0115  HISTORY     - 20030927 GOOD             USPSQD
 MF0115
 MF0115                          STATION DESCRIPTION
 MF0115
 MF0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0115'2.7 MI N FROM LOCKPORT.
 MF0115'ABOUT 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 4A FROM ITS
 MF0115'INTERSECTION WITH STATE HIGHWAY 7 AT LOCKPORT THENCE ABOUT 1.2
 MF0115'MILES NORTH ALONG A ROAD LEADING TO ROMEO, ABOUT 1.0 MILE SOUTH
 MF0115'OF THE INTERSECTION OF 135TH STREET, AND ABOUT 160 FEET NORTH
 MF0115'OF THE CENTER LINE OF THE JUNCTION OF A GRAVEL ROAD LEADING EAST,
 MF0115'SET IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF A 54-FOOT
 MF0115'CONCRETE BRIDGE OVER THE NORTHEAST FORK OF THE LONG RUN CREEK, 16
 MF0115'FEET EAST OF THE CENTER LINE OF THE ROAD AND 1/2 FOOT ABOVE THE
 MF0115'BRIDGE FLOOR.
 MF0115
 MF0115                          STATION RECOVERY (2003)
 MF0115
 MF0115'RECOVERY NOTE BY US POWER SQUADRON 2003 (JPC)
 MF0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0202 ***********************************************************************
 MF0202  DESIGNATION -  L 142
 MF0202  PID         -  MF0202
 MF0202  STATE/COUNTY-  IL/WILL
 MF0202  USGS QUAD   -  JOLIET (1993)
 MF0202
 MF0202                         *CURRENT SURVEY CONTROL
 MF0202  ___________________________________________________________________
 MF0202* NAD 83(1986)-  41 30 03.     (N)    088 06 42.     (W)     SCALED    
 MF0202* NAVD 88     -       159.547  (meters)     523.45   (feet)  ADJUSTED  
 MF0202  ___________________________________________________________________
 MF0202  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MF0202  DYNAMIC HT  -         159.486 (meters)     523.25  (feet)  COMP
 MF0202  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 MF0202
 MF0202  VERT ORDER  -  FIRST     CLASS II
 MF0202
 MF0202.The horizontal coordinates were scaled from a topographic map and have
 MF0202.an estimated accuracy of +/- 6 seconds.
 MF0202
 MF0202.The orthometric height was determined by differential leveling
 MF0202.and adjusted by the National Geodetic Survey in June 1991..
 MF0202
 MF0202.The geoid height was determined by GEOID03.
 MF0202
 MF0202.The dynamic height is computed by dividing the NAVD 88
 MF0202.geopotential number by the normal gravity value computed on the
 MF0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0202.degrees latitude (g = 980.6199 gals.).
 MF0202
 MF0202.The modeled gravity was interpolated from observed gravity values.
 MF0202
 MF0202;                    North         East    Units  Estimated Accuracy
 MF0202;SPC IL E     -   536,690.      318,510.      MT  (+/- 180 meters Scaled)
 MF0202
 MF0202                          SUPERSEDED SURVEY CONTROL
 MF0202
 MF0202  NGVD 29 (??/??/92)  159.639  (m)          523.75   (f) ADJ UNCH    1 2
 MF0202
 MF0202.Superseded values are not recommended for survey control.
 MF0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0202.See file dsdata.txt to determine how the superseded data were derived.
 MF0202
 MF0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL072949(NAD 83)
 MF0202_MARKER: DB = BENCH MARK DISK
 MF0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0202_STAMPING: L 142 1947
 MF0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0202+STABILITY: SURFACE MOTION
 MF0202
 MF0202  HISTORY     - Date     Condition        Report By
 MF0202  HISTORY     - 1947     MONUMENTED       CGS
 MF0202  HISTORY     - 20000412 MARK NOT FOUND   PATRIC
 MF0202
 MF0202                          STATION DESCRIPTION
 MF0202
 MF0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0202'2.6 MI SW FROM JOLIET.
 MF0202'ABOUT 0.55 MILE SOUTH ALONG CHICAGO STREET FROM THE COURT HOUSE AT
 MF0202'JOLIET, THENCE ABOUT 2.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 6,
 MF0202'AT THE WEST CORNER OF THE J.C. ALDER CO. SLAUGHTER PEN, 49 FEET
 MF0202'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15.5 FEET SOUTHWEST
 MF0202'OF THE WEST CORNER OF THE SLAUGHTER PEN, 17 FEET NORTHEAST OF THE
 MF0202'CENTER LINE OF THE SOUTHWEST DRIVE WAY ENTRANCE, 1.5 FEET NORTHWEST
 MF0202'OF THE SOUTHEAST-HIGHWAY RIGHT-OF-WAY FENCE LINE, 1 FOOT BELOW THE
 MF0202'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MF0202
 MF0202                          STATION RECOVERY (2000)
 MF0202
 MF0202'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 MF0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1716 ***********************************************************************
 ME1716  DESIGNATION -  L 143
 ME1716  PID         -  ME1716
 ME1716  STATE/COUNTY-  IL/COOK
 ME1716  USGS QUAD   -  HINSDALE (1993)
 ME1716
 ME1716                         *CURRENT SURVEY CONTROL
 ME1716  ___________________________________________________________________
 ME1716* NAD 83(1997)-  41 47 24.10488(N)    087 53 52.46064(W)     ADJUSTED  
 ME1716* NAVD 88     -       201.837  (meters)     662.19   (feet)  ADJUSTED  
 ME1716  ___________________________________________________________________
 ME1716  X           -     174,696.890 (meters)                     COMP
 ME1716  Y           -  -4,759,493.049 (meters)                     COMP
 ME1716  Z           -   4,228,356.150 (meters)                     COMP
 ME1716  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 ME1716  ELLIP HEIGHT-         168.50  (meters)          (02/03/05) GPS OBS
 ME1716  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 ME1716  DYNAMIC HT  -         201.766 (meters)     661.96  (feet)  COMP
 ME1716  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 ME1716
 ME1716  HORZ ORDER  -  FIRST
 ME1716  VERT ORDER  -  FIRST     CLASS II
 ME1716  ELLP ORDER  -  FOURTH    CLASS II
 ME1716
 ME1716.The horizontal coordinates were established by GPS observations
 ME1716.and adjusted by the National Geodetic Survey in April 2001..
 ME1716
 ME1716.The orthometric height was determined by differential leveling
 ME1716.and adjusted by the National Geodetic Survey in June 1991..
 ME1716
 ME1716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME1716
 ME1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1716
 ME1716.The ellipsoidal height was determined by GPS observations
 ME1716.and is referenced to NAD 83.
 ME1716
 ME1716.The geoid height was determined by GEOID03.
 ME1716
 ME1716.The dynamic height is computed by dividing the NAVD 88
 ME1716.geopotential number by the normal gravity value computed on the
 ME1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1716.degrees latitude (g = 980.6199 gals.).
 ME1716
 ME1716.The modeled gravity was interpolated from observed gravity values.
 ME1716
 ME1716;                    North         East     Units Scale Factor Converg.
 ME1716;SPC IL E     -   568,873.116   336,192.996   MT  0.99999111   +0 17 24.6
 ME1716;SPC IL E     - 1,866,377.88  1,102,993.19   sFT  0.99999111   +0 17 24.6
 ME1716;UTM  16      - 4,626,853.421   425,393.274   MT  0.99966849   -0 35 54.2
 ME1716
 ME1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1716!SPC IL E     -   0.99997357  x   0.99999111  =   0.99996468
 ME1716!UTM  16      -   0.99997357  x   0.99966849  =   0.99964207
 ME1716
 ME1716                          SUPERSEDED SURVEY CONTROL
 ME1716
 ME1716  ELLIP H (04/23/01)  168.50   (m)                       GP(       ) 3 1
 ME1716  NAVD 88 (04/23/01)  201.84   (m)          662.2    (f) LEVELING    3  
 ME1716  NGVD 29 (??/??/92)  201.924  (m)          662.48   (f) ADJ UNCH    1 2
 ME1716
 ME1716.Superseded values are not recommended for survey control.
 ME1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1716.See file dsdata.txt to determine how the superseded data were derived.
 ME1716
 ME1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2539326853(NAD 83)
 ME1716_MARKER: DB = BENCH MARK DISK
 ME1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1716_STAMPING: L 143 1947
 ME1716_MARK LOGO: NONE  
 ME1716_PROJECTION: PROJECTING 10 CENTIMETERS
 ME1716_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1716+STABILITY: SURFACE MOTION
 ME1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1716+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 ME1716
 ME1716  HISTORY     - Date     Condition        Report By
 ME1716  HISTORY     - 1947     MONUMENTED       CGS
 ME1716  HISTORY     - 1971     GOOD             NGS
 ME1716  HISTORY     - 1977     GOOD             NGS
 ME1716  HISTORY     - 19870701 GOOD             USPSQD
 ME1716  HISTORY     - 1988     GOOD             USPSQD
 ME1716  HISTORY     - 1989     GOOD             USPSQD
 ME1716  HISTORY     - 20000316 GOOD             SECI
 ME1716  HISTORY     - 20050824 GOOD             GEOCAC
 ME1716
 ME1716                          STATION DESCRIPTION
 ME1716
 ME1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1716'1.4 MI S FROM WESTERN SPRINGS.
 ME1716'ABOUT 1.35 MILES SOUTH ALONG THE WOLF ROAD FROM THE INTERSECTION
 ME1716'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT WESTERN
 ME1716'SPRINGS, IN THE NORTHWEST QUARTER OF THE INTERSECTION OF 55TH
 ME1716'STREET, 74 FEET NORTH OF THE CENTER LINE OF 55TH STREET, 34 FEET
 ME1716'WEST OF THE CENTER LINE OF WOLF ROAD, 35.5 FEET NORTHWEST OF A
 ME1716'FIRE PLUG, 38.8 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 ME1716'16.5 FEET NORTHEAST OF A 6-INCH CHERRY TREE, ABOUT 1 FOOT ABOVE
 ME1716'THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 ME1716'4 INCHES.
 ME1716
 ME1716                          STATION RECOVERY (1971)
 ME1716
 ME1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1716'RECOVERED IN GOOD CONDITION.
 ME1716
 ME1716                          STATION RECOVERY (1977)
 ME1716
 ME1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1716'RECOVERED IN GOOD CONDITION.
 ME1716
 ME1716                          STATION RECOVERY (1987)
 ME1716
 ME1716'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1716'RECOVERED IN GOOD CONDITION.
 ME1716
 ME1716                          STATION RECOVERY (1988)
 ME1716
 ME1716'RECOVERY NOTE BY US POWER SQUADRON 1988 (MBO)
 ME1716'RECOVERED IN GOOD CONDITION.
 ME1716
 ME1716                          STATION RECOVERY (1989)
 ME1716
 ME1716'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1716'RECOVERED IN GOOD CONDITION.
 ME1716
 ME1716                          STATION RECOVERY (2000)
 ME1716
 ME1716'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 ME1716'RECOVERED AS DESCRIBED
 ME1716'
 ME1716
 ME1716                          STATION RECOVERY (2005)
 ME1716
 ME1716'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0040 ***********************************************************************
 HB0040  DESIGNATION -  L 144
 HB0040  PID         -  HB0040
 HB0040  STATE/COUNTY-  IL/SALINE
 HB0040  USGS QUAD   -  ELDORADO (1963)
 HB0040
 HB0040                         *CURRENT SURVEY CONTROL
 HB0040  ___________________________________________________________________
 HB0040* NAD 83(1986)-  37 45 59.     (N)    088 24 03.     (W)     SCALED    
 HB0040* NAVD 88     -       114.188  (meters)     374.63   (feet)  ADJUSTED  
 HB0040  ___________________________________________________________________
 HB0040  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HB0040  DYNAMIC HT  -         114.110 (meters)     374.38  (feet)  COMP
 HB0040  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 HB0040
 HB0040  VERT ORDER  -  FIRST     CLASS II
 HB0040
 HB0040.The horizontal coordinates were scaled from a topographic map and have
 HB0040.an estimated accuracy of +/- 6 seconds.
 HB0040
 HB0040.The orthometric height was determined by differential leveling
 HB0040.and adjusted by the National Geodetic Survey in June 1991..
 HB0040
 HB0040.The geoid height was determined by GEOID03.
 HB0040
 HB0040.The dynamic height is computed by dividing the NAVD 88
 HB0040.geopotential number by the normal gravity value computed on the
 HB0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0040.degrees latitude (g = 980.6199 gals.).
 HB0040
 HB0040.The modeled gravity was interpolated from observed gravity values.
 HB0040
 HB0040;                    North         East    Units  Estimated Accuracy
 HB0040;SPC IL E     -   122,050.      294,050.      MT  (+/- 180 meters Scaled)
 HB0040
 HB0040                          SUPERSEDED SURVEY CONTROL
 HB0040
 HB0040  NGVD 29 (??/??/??)  114.288  (m)          374.96   (f) ADJUSTED    1 2
 HB0040
 HB0040.Superseded values are not recommended for survey control.
 HB0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0040.See file dsdata.txt to determine how the superseded data were derived.
 HB0040
 HB0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG766808(NAD 83)
 HB0040_MARKER: DB = BENCH MARK DISK
 HB0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0040_STAMPING: L 144 1949
 HB0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0040+STABILITY: SURFACE MOTION
 HB0040
 HB0040  HISTORY     - Date     Condition        Report By
 HB0040  HISTORY     - 1949     MONUMENTED       CGS
 HB0040
 HB0040                          STATION DESCRIPTION
 HB0040
 HB0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0040'3.9 MI SE FROM ELDORADO.
 HB0040'ABOUT 3.9 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HB0040'RAILROAD FROM THE UNION STATION AT ELDORADO, AT A FARM ROAD
 HB0040'CROSSING, ABOUT 0.2 MILE SOUTHEAST OF A ROAD CROSSING, ABOUT
 HB0040'0.1 MILE SOUTHEAST OF MILE POST 407, 67 FEET EAST-NORTHEAST OF
 HB0040'THE CENTER OF THE CROSSING, 63 FEET NORTHEAST OF THE NORTHEAST
 HB0040'RAIL, 51 1/2 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 54
 HB0040'FEET NORTHWEST OF THE NORTHWEST EDGE OF A SMALL POND, 15 1/2
 HB0040'FEET SOUTHEAST OF A LONE TRIPLE-TRUNK GUM TREE, 3 FEET
 HB0040'SOUTHWEST OF THE R/W FENCE LINE, 1 1/2 FEET NORTHWEST OF A WHITE
 HB0040'WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE TRACK AND SET IN THE
 HB0040'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0541 ***********************************************************************
 HB0541  DESIGNATION -  L 145
 HB0541  PID         -  HB0541
 HB0541  STATE/COUNTY-  IL/SALINE
 HB0541  USGS QUAD   -  HARCO (1963)
 HB0541
 HB0541                         *CURRENT SURVEY CONTROL
 HB0541  ___________________________________________________________________
 HB0541* NAD 83(1986)-  37 50 29.     (N)    088 38 58.     (W)     SCALED    
 HB0541* NAVD 88     -       123.475  (meters)     405.10   (feet)  ADJUSTED  
 HB0541  ___________________________________________________________________
 HB0541  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB0541  DYNAMIC HT  -         123.389 (meters)     404.82  (feet)  COMP
 HB0541  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 HB0541
 HB0541  VERT ORDER  -  FIRST     CLASS II
 HB0541
 HB0541.The horizontal coordinates were scaled from a topographic map and have
 HB0541.an estimated accuracy of +/- 6 seconds.
 HB0541
 HB0541.The orthometric height was determined by differential leveling
 HB0541.and adjusted by the National Geodetic Survey in June 1991..
 HB0541
 HB0541.The geoid height was determined by GEOID03.
 HB0541
 HB0541.The dynamic height is computed by dividing the NAVD 88
 HB0541.geopotential number by the normal gravity value computed on the
 HB0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0541.degrees latitude (g = 980.6199 gals.).
 HB0541
 HB0541.The modeled gravity was interpolated from observed gravity values.
 HB0541
 HB0541;                    North         East    Units  Estimated Accuracy
 HB0541;SPC IL E     -   130,420.      272,180.      MT  (+/- 180 meters Scaled)
 HB0541
 HB0541                          SUPERSEDED SURVEY CONTROL
 HB0541
 HB0541  NGVD 29 (??/??/??)  123.572  (m)          405.42   (f) ADJUSTED    1 2
 HB0541
 HB0541.Superseded values are not recommended for survey control.
 HB0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0541.See file dsdata.txt to determine how the superseded data were derived.
 HB0541
 HB0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG548894(NAD 83)
 HB0541_MARKER: DB = BENCH MARK DISK
 HB0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0541_SP_SET: CULVERT
 HB0541_STAMPING: L 145 1949
 HB0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0541+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 HB0541
 HB0541  HISTORY     - Date     Condition        Report By
 HB0541  HISTORY     - 1949     MONUMENTED       CGS
 HB0541  HISTORY     - 1978     GOOD             ILDT
 HB0541  HISTORY     - 1978     GOOD             ILDT
 HB0541  HISTORY     - 1978     GOOD             ILDT
 HB0541  HISTORY     - 20060301 GOOD             ILDT
 HB0541
 HB0541                          STATION DESCRIPTION
 HB0541
 HB0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0541'2.1 MI NW FROM GALATIA.
 HB0541'2.1 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0541'STATION AT GALATIA, ABOUT 0.1 MILE EAST OF A ROAD CROSSING, SET
 HB0541'IN THE TOP OF THE SOUTH HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT
 HB0541'UNDER STATE HIGHWAY 34 WHIH PARALLELS THE TRACK AT THIS POINT,
 HB0541'45 FEET NORTH OF THE NORTH RAIL AT A POINT DIRECTLY OVER THE
 HB0541'CENTER PIER OF A 24-FOOT RAILROAD TRESTLE, 17 FEET SOUTH OF THE CENTER
 HB0541'LINE OF THE HIGHWAY, 7 1/2 FEET WEST OF THE EAST END OF THE HEAD
 HB0541'WALL AND ABOUT 3 FEET LOWER THAN THE TRACK.
 HB0541
 HB0541                          STATION RECOVERY (1978)
 HB0541
 HB0541'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0541'RECOVERED IN GOOD CONDITION.
 HB0541
 HB0541                          STATION RECOVERY (1978)
 HB0541
 HB0541'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0541'RECOVERED IN GOOD CONDITION.
 HB0541
 HB0541                          STATION RECOVERY (1978)
 HB0541
 HB0541'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0541'RECOVERED IN GOOD CONDITION.
 HB0541
 HB0541                          STATION RECOVERY (2006)
 HB0541
 HB0541'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0541'BELIEVED TO BE DISTURBED BECAUSE OF COAL MINE SUBSIDENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0090 ***********************************************************************
 JC0090  DESIGNATION -  L 146
 JC0090  PID         -  JC0090
 JC0090  STATE/COUNTY-  IL/ST CLAIR
 JC0090  USGS QUAD   -  CAHOKIA (1993)
 JC0090
 JC0090                         *CURRENT SURVEY CONTROL
 JC0090  ___________________________________________________________________
 JC0090* NAD 83(1986)-  38 34 15.     (N)    090 11 00.     (W)     SCALED    
 JC0090* NAVD 88     -       125.484  (meters)     411.69   (feet)  ADJUSTED  
 JC0090  ___________________________________________________________________
 JC0090  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JC0090  DYNAMIC HT  -         125.404 (meters)     411.43  (feet)  COMP
 JC0090  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JC0090
 JC0090  VERT ORDER  -  FIRST     CLASS II
 JC0090
 JC0090.The horizontal coordinates were scaled from a topographic map and have
 JC0090.an estimated accuracy of +/- 6 seconds.
 JC0090
 JC0090.The orthometric height was determined by differential leveling
 JC0090.and adjusted by the National Geodetic Survey in June 1991..
 JC0090
 JC0090.The geoid height was determined by GEOID03.
 JC0090
 JC0090.The dynamic height is computed by dividing the NAVD 88
 JC0090.geopotential number by the normal gravity value computed on the
 JC0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0090.degrees latitude (g = 980.6199 gals.).
 JC0090
 JC0090.The modeled gravity was interpolated from observed gravity values.
 JC0090
 JC0090;                    North         East    Units  Estimated Accuracy
 JC0090;SPC IL W     -   211,330.      698,550.      MT  (+/- 180 meters Scaled)
 JC0090
 JC0090                          SUPERSEDED SURVEY CONTROL
 JC0090
 JC0090  NGVD 29 (??/??/??)  125.445  (m)          411.56   (f) ADJUSTED    1 2
 JC0090
 JC0090.Superseded values are not recommended for survey control.
 JC0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0090.See file dsdata.txt to determine how the superseded data were derived.
 JC0090
 JC0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC453729(NAD 83)
 JC0090_MARKER: DB = BENCH MARK DISK
 JC0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0090_SP_SET: BUILDING
 JC0090_STAMPING: L 146 1949
 JC0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0090
 JC0090  HISTORY     - Date     Condition        Report By
 JC0090  HISTORY     - 1949     MONUMENTED       CGS
 JC0090  HISTORY     - 1981     GOOD             NGS
 JC0090
 JC0090                          STATION DESCRIPTION
 JC0090
 JC0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0090'2.9 MI SW FROM EAST ST LOUIS.
 JC0090'2.45 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0090'CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT EAST ST. LOUIS,
 JC0090'THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 157, AT PARKS COLLEGE
 JC0090'AIRPORT, SET VERTICALLY IN THE SOUTHEAST FACE OF THE METOROLOGY
 JC0090'AND RADIO BUILDING, AT THE EAST CORNER OF THE BUILDING, 0.8 FOOT
 JC0090'SOUTHWEST OF THE EAST CORNER AND ABOUT 2 FEET ABOVE THE LEVEL
 JC0090'OF THE GROUND.
 JC0090
 JC0090                          STATION RECOVERY (1981)
 JC0090
 JC0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC0090'IN CAHOKIA ON THE CAMPUS OF PARKS COLLEGE, SET VERTICALLY IN THE
 JC0090'SOUTHEAST FACE AT THE EAST CORNER OF AIRPORT HALL DIRECTLY IN LINE
 JC0090'WITH THE NORTHWEST ENTRANCE TO MERCURY HALL, 0.29 METERS (0.8 FEET)
 JC0090'SOUTHWEST OF THE EAST COUNER OF AIRPORT HALL.
 JC0090'THE MARK IS 0.6 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0022 ***********************************************************************
 JC0022  DESIGNATION -  L 147
 JC0022  PID         -  JC0022
 JC0022  STATE/COUNTY-  IL/ST CLAIR
 JC0022  USGS QUAD   -  MONKS MOUND (1993)
 JC0022
 JC0022                         *CURRENT SURVEY CONTROL
 JC0022  ___________________________________________________________________
 JC0022* NAD 83(1986)-  38 38 12.     (N)    090 04 47.     (W)     SCALED    
 JC0022* NAVD 88     -       126.848  (meters)     416.17   (feet)  ADJUSTED  
 JC0022  ___________________________________________________________________
 JC0022  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JC0022  DYNAMIC HT  -         126.768 (meters)     415.90  (feet)  COMP
 JC0022  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JC0022
 JC0022  VERT ORDER  -  FIRST     CLASS I
 JC0022
 JC0022.The horizontal coordinates were scaled from a topographic map and have
 JC0022.an estimated accuracy of +/- 6 seconds.
 JC0022
 JC0022.The orthometric height was determined by differential leveling
 JC0022.and adjusted by the National Geodetic Survey in June 1991..
 JC0022.WARNING-Repeat measurements at this control monument indicate possible
 JC0022.vertical movement.
 JC0022
 JC0022.The geoid height was determined by GEOID03.
 JC0022
 JC0022.The dynamic height is computed by dividing the NAVD 88
 JC0022.geopotential number by the normal gravity value computed on the
 JC0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0022.degrees latitude (g = 980.6199 gals.).
 JC0022
 JC0022.The modeled gravity was interpolated from observed gravity values.
 JC0022
 JC0022;                    North         East    Units  Estimated Accuracy
 JC0022;SPC IL W     -   218,640.      707,570.      MT  (+/- 180 meters Scaled)
 JC0022
 JC0022                          SUPERSEDED SURVEY CONTROL
 JC0022
 JC0022  NGVD 29 (??/??/92)  126.959  (m)          416.53   (f) ADJ UNCH    1 1
 JC0022
 JC0022.Superseded values are not recommended for survey control.
 JC0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0022.See file dsdata.txt to determine how the superseded data were derived.
 JC0022
 JC0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC541805(NAD 83)
 JC0022_MARKER: DB = BENCH MARK DISK
 JC0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0022_STAMPING: L 147 1949
 JC0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0022+STABILITY: SURFACE MOTION
 JC0022
 JC0022  HISTORY     - Date     Condition        Report By
 JC0022  HISTORY     - 1949     MONUMENTED       CGS
 JC0022  HISTORY     - 1969     GOOD             NGS
 JC0022
 JC0022                          STATION DESCRIPTION
 JC0022
 JC0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0022'AT WASHINGTON PARK.
 JC0022'AT WASHINGTON PARK, ABOUT 0.55 MILE EAST ALONG FOREST BLVD FROM
 JC0022'THE CITY HALL, 65.7 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 JC0022'OF THE NORTHBOUND TRACK OF THE ALTON AND SOUTHERN RAILROAD,
 JC0022'52 1/2 FEET SOUTH OF THE CENTER LINE OF THE BLVD, 37.7 FEET
 JC0022'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BUILDING WITH
 JC0022'METAL SIDING, 34.4 FEET EAST OF THE EAST RAIL OF THE NORTHBOUND
 JC0022'TRACK, 0.9 FOOT NORTH OF A METAL WITNESS POST, 2 FEET BELOW
 JC0022'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JC0022'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 10,
 JC0022'T 2N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0684 ***********************************************************************
 HB0684  DESIGNATION -  L 148
 HB0684  PID         -  HB0684
 HB0684  STATE/COUNTY-  IL/JACKSON
 HB0684  USGS QUAD   -  ORAVILLE (1996)
 HB0684
 HB0684                         *CURRENT SURVEY CONTROL
 HB0684  ___________________________________________________________________
 HB0684* NAD 83(1986)-  37 45 32.     (N)    089 25 58.     (W)     SCALED    
 HB0684* NAVD 88     -       115.686  (meters)     379.55   (feet)  ADJUSTED  
 HB0684  ___________________________________________________________________
 HB0684  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HB0684  DYNAMIC HT  -         115.606 (meters)     379.28  (feet)  COMP
 HB0684  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 HB0684
 HB0684  VERT ORDER  -  FIRST     CLASS II
 HB0684
 HB0684.The horizontal coordinates were scaled from a topographic map and have
 HB0684.an estimated accuracy of +/- 6 seconds.
 HB0684
 HB0684.The orthometric height was determined by differential leveling
 HB0684.and adjusted by the National Geodetic Survey in June 1991..
 HB0684
 HB0684.The geoid height was determined by GEOID03.
 HB0684
 HB0684.The dynamic height is computed by dividing the NAVD 88
 HB0684.geopotential number by the normal gravity value computed on the
 HB0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0684.degrees latitude (g = 980.6199 gals.).
 HB0684
 HB0684.The modeled gravity was interpolated from observed gravity values.
 HB0684
 HB0684;                    North         East    Units  Estimated Accuracy
 HB0684;SPC IL W     -   121,460.      764,670.      MT  (+/- 180 meters Scaled)
 HB0684
 HB0684                          SUPERSEDED SURVEY CONTROL
 HB0684
 HB0684  NGVD 29 (??/??/??)  115.785  (m)          379.87   (f) ADJUSTED    1 2
 HB0684
 HB0684.Superseded values are not recommended for survey control.
 HB0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0684.See file dsdata.txt to determine how the superseded data were derived.
 HB0684
 HB0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG856818(NAD 83)
 HB0684_MARKER: DB = BENCH MARK DISK
 HB0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0684_STAMPING: L 148 1949
 HB0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0684+STABILITY: SURFACE MOTION
 HB0684
 HB0684  HISTORY     - Date     Condition        Report By
 HB0684  HISTORY     - 1949     MONUMENTED       CGS
 HB0684
 HB0684                          STATION DESCRIPTION
 HB0684
 HB0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0684'1.4 MI NE FROM SAND RIDGE.
 HB0684'1.35 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0684'THE STATION AT SAND RIDGE, ABOUT 0.2 MILE NORTH OF MILE POST
 HB0684'T 7, ABOUT 0.2 MILE SOUTH OF PRIVATE ROAD CROSSING TO ADAMS
 HB0684'FARM HOUSE, AT A PRIVATE FIELD ROAD CROSSING, 68.5 FEET
 HB0684'SOUTHEAST OF THE CENTER OF THE CROSSING, 50 FEET EAST OF THE
 HB0684'EAST RAIL, 26 FEET SOUTH OF A 36 INCH ELM TREE USED AS A SOUTH
 HB0684'GATE POST, 1 FOOT EAST OF THE R/W FENCE, 2 FEET SOUTH OF A WHITE
 HB0684'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 HB0684'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1084 ***********************************************************************
 JB1084  DESIGNATION -  L 149
 JB1084  PID         -  JB1084
 JB1084  STATE/COUNTY-  IL/PERRY
 JB1084  USGS QUAD   -  DU QUOIN (1975)
 JB1084
 JB1084                         *CURRENT SURVEY CONTROL
 JB1084  ___________________________________________________________________
 JB1084* NAD 83(1986)-  38 00 26.     (N)    089 14 24.     (W)     SCALED    
 JB1084* NAVD 88     -       139.861  (meters)     458.86   (feet)  ADJUSTED  
 JB1084  ___________________________________________________________________
 JB1084  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JB1084  DYNAMIC HT  -         139.769 (meters)     458.56  (feet)  COMP
 JB1084  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 JB1084
 JB1084  VERT ORDER  -  FIRST     CLASS I
 JB1084
 JB1084.The horizontal coordinates were scaled from a topographic map and have
 JB1084.an estimated accuracy of +/- 6 seconds.
 JB1084
 JB1084.The orthometric height was determined by differential leveling
 JB1084.and adjusted by the National Geodetic Survey in June 1991..
 JB1084
 JB1084.The geoid height was determined by GEOID03.
 JB1084
 JB1084.The dynamic height is computed by dividing the NAVD 88
 JB1084.geopotential number by the normal gravity value computed on the
 JB1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1084.degrees latitude (g = 980.6199 gals.).
 JB1084
 JB1084.The modeled gravity was interpolated from observed gravity values.
 JB1084
 JB1084;                    North         East    Units  Estimated Accuracy
 JB1084;SPC IL W     -   149,180.      781,380.      MT  (+/- 180 meters Scaled)
 JB1084
 JB1084                          SUPERSEDED SURVEY CONTROL
 JB1084
 JB1084  NGVD 29 (??/??/92)  139.956  (m)          459.17   (f) ADJ UNCH    1 1
 JB1084
 JB1084.Superseded values are not recommended for survey control.
 JB1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1084.See file dsdata.txt to determine how the superseded data were derived.
 JB1084
 JB1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH033089(NAD 83)
 JB1084_MARKER: DB = BENCH MARK DISK
 JB1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1084_STAMPING: L 149 1949
 JB1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1084+STABILITY: SURFACE MOTION
 JB1084
 JB1084  HISTORY     - Date     Condition        Report By
 JB1084  HISTORY     - 1949     MONUMENTED       CGS
 JB1084  HISTORY     - 1969     GOOD             NGS
 JB1084  HISTORY     - 1979     GOOD             ILDT
 JB1084
 JB1084                          STATION DESCRIPTION
 JB1084
 JB1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1084'0.3 MI S FROM DU QUOIN.
 JB1084'ABOUT 0.3 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1084'THE STATION AT DU QUOIN, 102 FEET WEST OF THE WEST RAIL OF THE
 JB1084'WEST SET OF TRACKS, SET IN THE TOP OF THE SOUTHEAST CORNER OF
 JB1084'THE MOST EASTERLY CONCRETE FOOTING OF THE CITY WATER TOWER, AT
 JB1084'THE END OF W. SOUTH STREET, AND ABOUT LEVEL WITH THE TRACK.
 JB1084'SEC 18, T6S, R1W.
 JB1084
 JB1084                          STATION RECOVERY (1979)
 JB1084
 JB1084'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 JB1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0402 ***********************************************************************
 LD0402  DESIGNATION -  L 15
 LD0402  PID         -  LD0402
 LD0402  STATE/COUNTY-  IL/ADAMS
 LD0402  USGS QUAD   -  CLAYTON (1981)
 LD0402
 LD0402                         *CURRENT SURVEY CONTROL
 LD0402  ___________________________________________________________________
 LD0402* NAD 83(1986)-  40 01 58.     (N)    090 58 41.     (W)     SCALED    
 LD0402* NAVD 88     -       218.854  (meters)     718.02   (feet)  ADJUSTED  
 LD0402  ___________________________________________________________________
 LD0402  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LD0402  DYNAMIC HT  -         218.738 (meters)     717.64  (feet)  COMP
 LD0402  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 LD0402
 LD0402  VERT ORDER  -  FIRST     CLASS II
 LD0402
 LD0402.The horizontal coordinates were scaled from a topographic map and have
 LD0402.an estimated accuracy of +/- 6 seconds.
 LD0402
 LD0402.The orthometric height was determined by differential leveling
 LD0402.and adjusted by the National Geodetic Survey in June 1991..
 LD0402
 LD0402.The geoid height was determined by GEOID03.
 LD0402
 LD0402.The dynamic height is computed by dividing the NAVD 88
 LD0402.geopotential number by the normal gravity value computed on the
 LD0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0402.degrees latitude (g = 980.6199 gals.).
 LD0402
 LD0402.The modeled gravity was interpolated from observed gravity values.
 LD0402
 LD0402;                    North         East    Units  Estimated Accuracy
 LD0402;SPC IL W     -   373,940.      630,750.      MT  (+/- 180 meters Scaled)
 LD0402
 LD0402                          SUPERSEDED SURVEY CONTROL
 LD0402
 LD0402  NGVD 29 (??/??/92)  218.930  (m)          718.27   (f) ADJ UNCH    1 2
 LD0402
 LD0402.Superseded values are not recommended for survey control.
 LD0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0402.See file dsdata.txt to determine how the superseded data were derived.
 LD0402
 LD0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE725333(NAD 83)
 LD0402_MARKER: DB = BENCH MARK DISK
 LD0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0402_STAMPING: L 15 1933
 LD0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0402+STABILITY: SURFACE MOTION
 LD0402
 LD0402  HISTORY     - Date     Condition        Report By
 LD0402  HISTORY     - 1933     MONUMENTED       CGS
 LD0402  HISTORY     - 1976     MARK NOT FOUND   USGS
 LD0402
 LD0402                          STATION DESCRIPTION
 LD0402
 LD0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LD0402'1 MI W FROM CLAYTON.
 LD0402'ABOUT ONE MILE WEST ALONG U.S. HIGHWAY 24 FROM CLAYTON, ADAMS
 LD0402'COUNTY, ABOUT 350 FEET WEST OF A 6-FOOT CONCRETE CULVERT, 35
 LD0402'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 40 FEET SOUTH
 LD0402'OF THE CENTERLINE OF THE ABANDONED WABASH RAILWAY TRACK.  A
 LD0402'STANDARD DISK, STAMPED L 15 1933 AND SET IN THE TOP OF A CONCRETE
 LD0402'POST.
 LD0402
 LD0402                          STATION RECOVERY (1976)
 LD0402
 LD0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LD0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0795 ***********************************************************************
 HB0795  DESIGNATION -  L 150
 HB0795  PID         -  HB0795
 HB0795  STATE/COUNTY-  IL/UNION
 HB0795  USGS QUAD   -  ANNA (1978)
 HB0795
 HB0795                         *CURRENT SURVEY CONTROL
 HB0795  ___________________________________________________________________
 HB0795* NAD 83(1986)-  37 24 25.     (N)    089 11 29.     (W)     SCALED    
 HB0795* NAVD 88     -       141.594  (meters)     464.55   (feet)  ADJUSTED  
 HB0795  ___________________________________________________________________
 HB0795  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0795  DYNAMIC HT  -         141.493 (meters)     464.21  (feet)  COMP
 HB0795  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 HB0795
 HB0795  VERT ORDER  -  FIRST     CLASS II
 HB0795
 HB0795.The horizontal coordinates were scaled from a topographic map and have
 HB0795.an estimated accuracy of +/- 6 seconds.
 HB0795
 HB0795.The orthometric height was determined by differential leveling
 HB0795.and adjusted by the National Geodetic Survey in June 1991..
 HB0795
 HB0795.The geoid height was determined by GEOID03.
 HB0795
 HB0795.The dynamic height is computed by dividing the NAVD 88
 HB0795.geopotential number by the normal gravity value computed on the
 HB0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0795.degrees latitude (g = 980.6199 gals.).
 HB0795
 HB0795.The modeled gravity was interpolated from observed gravity values.
 HB0795
 HB0795;                    North         East    Units  Estimated Accuracy
 HB0795;SPC IL W     -    82,600.      786,340.      MT  (+/- 180 meters Scaled)
 HB0795
 HB0795                          SUPERSEDED SURVEY CONTROL
 HB0795
 HB0795  NGVD 29 (??/??/??)  141.583  (m)          464.51   (f) ADJUSTED    1 2
 HB0795
 HB0795.Superseded values are not recommended for survey control.
 HB0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0795.See file dsdata.txt to determine how the superseded data were derived.
 HB0795
 HB0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG060422(NAD 83)
 HB0795_MARKER: DB = BENCH MARK DISK
 HB0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0795_SP_SET: BRIDGE
 HB0795_STAMPING: L 150 1949
 HB0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0795
 HB0795  HISTORY     - Date     Condition        Report By
 HB0795  HISTORY     - 1949     MONUMENTED       CGS
 HB0795  HISTORY     - 1954     GOOD             CGS
 HB0795  HISTORY     - 1976     POOR             ILDT
 HB0795  HISTORY     - 1976     POOR             ILDT
 HB0795  HISTORY     - 1976     POOR             ILDT
 HB0795
 HB0795                          STATION DESCRIPTION
 HB0795
 HB0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 HB0795'5.4 MI SE FROM ANNA.
 HB0795'5.4 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0795'THE STATION AT ANNA, ABOUT 3.9 MILES NORTHWEST OF THE STATION AT
 HB0795'DONGOLA, ABOUT 0.9 MILE SOUTHEAST OF BALCOM, ABOUT 0.1 MILE SOUTH
 HB0795'OF MILE POST 334, ABOUT 40 YARDS SOUTH OF A NARROW GRAVEL ROAD
 HB0795'CROSSING, AT 24-FOOT CONCRETE BRIDGE NO. 334.1 OVER A CREEK, IN
 HB0795'THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WING WALL, 10.4 FEET
 HB0795'EAST OF THE EAST RAIL OF THE EAST TRACK AND ABOUT 2 FEET BELOW LEVEL
 HB0795'OF TRACK.
 HB0795
 HB0795                          STATION RECOVERY (1976)
 HB0795
 HB0795'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0795'MARK RECOVERED IN POOR CONDITION.
 HB0795
 HB0795                          STATION RECOVERY (1976)
 HB0795
 HB0795'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0795'MARK RECOVERED IN POOR CONDITION.
 HB0795
 HB0795                          STATION RECOVERY (1976)
 HB0795
 HB0795'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0795'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0796 ***********************************************************************
 HB0796  DESIGNATION -  L 150 RESET
 HB0796  PID         -  HB0796
 HB0796  STATE/COUNTY-  IL/UNION
 HB0796  USGS QUAD   -  ANNA (1978)
 HB0796
 HB0796                         *CURRENT SURVEY CONTROL
 HB0796  ___________________________________________________________________
 HB0796* NAD 83(1986)-  37 24 25.     (N)    089 11 29.     (W)     SCALED    
 HB0796* NAVD 88     -       142.462  (meters)     467.39   (feet)  ADJUSTED  
 HB0796  ___________________________________________________________________
 HB0796  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HB0796  DYNAMIC HT  -         142.359 (meters)     467.06  (feet)  COMP
 HB0796  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 HB0796
 HB0796  VERT ORDER  -  FIRST     CLASS I
 HB0796
 HB0796.The horizontal coordinates were scaled from a topographic map and have
 HB0796.an estimated accuracy of +/- 6 seconds.
 HB0796
 HB0796.The orthometric height was determined by differential leveling
 HB0796.and adjusted by the National Geodetic Survey in June 1991..
 HB0796
 HB0796.The geoid height was determined by GEOID03.
 HB0796
 HB0796.The dynamic height is computed by dividing the NAVD 88
 HB0796.geopotential number by the normal gravity value computed on the
 HB0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0796.degrees latitude (g = 980.6199 gals.).
 HB0796
 HB0796.The modeled gravity was interpolated from observed gravity values.
 HB0796
 HB0796;                    North         East    Units  Estimated Accuracy
 HB0796;SPC IL W     -    82,600.      786,340.      MT  (+/- 180 meters Scaled)
 HB0796
 HB0796                          SUPERSEDED SURVEY CONTROL
 HB0796
 HB0796  NGVD 29 (??/??/??)  142.451  (m)          467.36   (f) ADJUSTED    1 1
 HB0796
 HB0796.Superseded values are not recommended for survey control.
 HB0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0796.See file dsdata.txt to determine how the superseded data were derived.
 HB0796
 HB0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG060422(NAD 83)
 HB0796_MARKER: DB = BENCH MARK DISK
 HB0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0796_SP_SET: CULVERT
 HB0796_STAMPING: L 150 RESET 1962
 HB0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0796
 HB0796  HISTORY     - Date     Condition        Report By
 HB0796  HISTORY     - 1962     MONUMENTED       CGS
 HB0796  HISTORY     - 1969     GOOD             CGS
 HB0796  HISTORY     - 20020828 POOR             USACE
 HB0796
 HB0796                          STATION DESCRIPTION
 HB0796
 HB0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0796'5.4 MI SE FROM ANNA.
 HB0796'ABOUT 5.4 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0796'THE STATION AT ANNA, OR ABOUT 3.95 MILES NORTHWEST ALONG THE
 HB0796'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT DONGOLA, IN SECTION
 HB0796'11, T 13 S, R 1 W, 0.1 MILE SOUTH OF MILEPOST 334, 119 FEET SOUTH
 HB0796'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 8
 HB0796'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF THE
 HB0796'SOUTHEAST CONCRETE WINGWALL OF A DOUBLE-CHANNEL CONCRETE CULVERT,
 HB0796'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 HB0796
 HB0796                          STATION RECOVERY (2002)
 HB0796
 HB0796'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0796'MARK DESTROYED. FOUND DISK STEM IN DRILL HOLE. CAP HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0817 ***********************************************************************
 HB0817  DESIGNATION -  L 150 RESET
 HB0817  PID         -  HB0817
 HB0817  STATE/COUNTY-  IL/PULASKI
 HB0817  USGS QUAD   -  DONGOLA (1996)
 HB0817
 HB0817                         *CURRENT SURVEY CONTROL
 HB0817  ___________________________________________________________________
 HB0817* NAD 83(1986)-  37 17 09.     (N)    089 10 54.     (W)     SCALED    
 HB0817* NAVD 88     -       104.082  (meters)     341.48   (feet)  ADJUSTED  
 HB0817  ___________________________________________________________________
 HB0817  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HB0817  DYNAMIC HT  -         104.008 (meters)     341.23  (feet)  COMP
 HB0817  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 HB0817
 HB0817  VERT ORDER  -  FIRST     CLASS I
 HB0817
 HB0817.The horizontal coordinates were scaled from a topographic map and have
 HB0817.an estimated accuracy of +/- 6 seconds.
 HB0817
 HB0817.The orthometric height was determined by differential leveling
 HB0817.and adjusted by the National Geodetic Survey in June 1991..
 HB0817
 HB0817.The geoid height was determined by GEOID03.
 HB0817
 HB0817.The dynamic height is computed by dividing the NAVD 88
 HB0817.geopotential number by the normal gravity value computed on the
 HB0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0817.degrees latitude (g = 980.6199 gals.).
 HB0817
 HB0817.The modeled gravity was interpolated from observed gravity values.
 HB0817
 HB0817;                    North         East    Units  Estimated Accuracy
 HB0817;SPC IL W     -    69,160.      787,340.      MT  (+/- 180 meters Scaled)
 HB0817
 HB0817                          SUPERSEDED SURVEY CONTROL
 HB0817
 HB0817  NGVD 29 (??/??/??)  104.036  (m)          341.32   (f) ADJUSTED    1 1
 HB0817
 HB0817.Superseded values are not recommended for survey control.
 HB0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0817.See file dsdata.txt to determine how the superseded data were derived.
 HB0817
 HB0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG066288(NAD 83)
 HB0817_MARKER: DB = BENCH MARK DISK
 HB0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0817_SP_SET: BRIDGE
 HB0817_STAMPING: L 150 RESET 1960
 HB0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0817
 HB0817  HISTORY     - Date     Condition        Report By
 HB0817  HISTORY     - 1960     MONUMENTED       RBNF
 HB0817  HISTORY     - 1969     GOOD             CGS
 HB0817
 HB0817                          STATION DESCRIPTION
 HB0817
 HB0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0817'0.7 MI N FROM ULLIN.
 HB0817'ABOUT 0.7 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0817'THE POST OFFICE AT ULLIN, IN SECTION 23, T 14 S, R 1 W, 0.45
 HB0817'MILE NORTH OF THE RAILROAD UNDERPASS FOR THE CHICAGO AND EASTERN
 HB0817'ILLINOIS RAILROAD, 80 FEET SOUTHEAST OF MILEPOST 344, 5 FEET
 HB0817'EAST OF THE EAST RAIL, SET IN THE TOP OF THE NORTH END OF THE
 HB0817'CONCRETE RETAINING WALL OF A RAILROAD BRIDGE OVER A CREEK,
 HB0817'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  NOTE-- IT
 HB0817'IS NOT KNOWN WHO RESET THIS MARK AS THERE WAS NO INFORMATION
 HB0817'ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1340 ***********************************************************************
 JB1340  DESIGNATION -  L 151
 JB1340  PID         -  JB1340
 JB1340  STATE/COUNTY-  IL/ST CLAIR
 JB1340  USGS QUAD   -  LEBANON (1991)
 JB1340
 JB1340                         *CURRENT SURVEY CONTROL
 JB1340  ___________________________________________________________________
 JB1340* NAD 83(1986)-  38 35 36.     (N)    089 48 19.     (W)     SCALED    
 JB1340* NAVD 88     -       134.458  (meters)     441.13   (feet)  ADJUSTED  
 JB1340  ___________________________________________________________________
 JB1340  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB1340  DYNAMIC HT  -         134.375 (meters)     440.86  (feet)  COMP
 JB1340  MODELED GRAV-     980,006.0   (mgal)                       NAVD 88
 JB1340
 JB1340  VERT ORDER  -  FIRST     CLASS I
 JB1340
 JB1340.The horizontal coordinates were scaled from a topographic map and have
 JB1340.an estimated accuracy of +/- 6 seconds.
 JB1340
 JB1340.The orthometric height was determined by differential leveling
 JB1340.and adjusted by the National Geodetic Survey in June 1991..
 JB1340
 JB1340.The geoid height was determined by GEOID03.
 JB1340
 JB1340.The dynamic height is computed by dividing the NAVD 88
 JB1340.geopotential number by the normal gravity value computed on the
 JB1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1340.degrees latitude (g = 980.6199 gals.).
 JB1340
 JB1340.The modeled gravity was interpolated from observed gravity values.
 JB1340
 JB1340;                    North         East    Units  Estimated Accuracy
 JB1340;SPC IL W     -   213,890.      731,480.      MT  (+/- 180 meters Scaled)
 JB1340
 JB1340                          SUPERSEDED SURVEY CONTROL
 JB1340
 JB1340  NGVD 29 (??/??/92)  134.576  (m)          441.52   (f) ADJ UNCH    1 1
 JB1340
 JB1340.Superseded values are not recommended for survey control.
 JB1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1340.See file dsdata.txt to determine how the superseded data were derived.
 JB1340
 JB1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH556753(NAD 83)
 JB1340_MARKER: DB = BENCH MARK DISK
 JB1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1340_STAMPING: L 151 1949
 JB1340_MARK LOGO: CGS   
 JB1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1340+STABILITY: SURFACE MOTION
 JB1340
 JB1340  HISTORY     - Date     Condition        Report By
 JB1340  HISTORY     - 1949     MONUMENTED       CGS
 JB1340  HISTORY     - 1969     GOOD             NGS
 JB1340  HISTORY     - 19960606 GOOD             NGS
 JB1340
 JB1340                          STATION DESCRIPTION
 JB1340
 JB1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1340'AT LEBANON.
 JB1340'AT LEBANON, ABOUT 0.1 MILE WEST OF THE JUNCTION OF SOUTH AND
 JB1340'HERMANN STREET, ALONG SOUTH STREET, AT THE NEW ABANDONED
 JB1340'LEBANON AIRPORT, AT THE SOUTHEAST CORNER OF THE EAST ONE OF TWO
 JB1340'OLD HANGARS, 79 FEET SOUTHWEST OF AND ACROSS SOUTH STREET FROM
 JB1340'A 36-INCH HICKORY TREE, 61 FEET SOUTH OF THE CENTER LINE OF SOUTH
 JB1340'STREET, 1 FOOT NORTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR,
 JB1340'0.6 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JB1340'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 JB1340'ABOVE THE LEVEL OF THE GROUND.  SEC 30, T 2 N, R 6 W.
 JB1340
 JB1340                          STATION RECOVERY (1996)
 JB1340
 JB1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 JB1340'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0903 ***********************************************************************
 JB0903  DESIGNATION -  L 152
 JB0903  PID         -  JB0903
 JB0903  STATE/COUNTY-  IL/CLINTON
 JB0903  USGS QUAD   -  BECKEMEYER (1969)
 JB0903
 JB0903                         *CURRENT SURVEY CONTROL
 JB0903  ___________________________________________________________________
 JB0903* NAD 83(1986)-  38 36 15.     (N)    089 28 30.     (W)     SCALED    
 JB0903* NAVD 88     -       135.414  (meters)     444.27   (feet)  ADJUSTED  
 JB0903  ___________________________________________________________________
 JB0903  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JB0903  DYNAMIC HT  -         135.328 (meters)     443.99  (feet)  COMP
 JB0903  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 JB0903
 JB0903  VERT ORDER  -  FIRST     CLASS I
 JB0903
 JB0903.The horizontal coordinates were scaled from a topographic map and have
 JB0903.an estimated accuracy of +/- 6 seconds.
 JB0903
 JB0903.The orthometric height was determined by differential leveling
 JB0903.and adjusted by the National Geodetic Survey in June 1991..
 JB0903
 JB0903.The geoid height was determined by GEOID03.
 JB0903
 JB0903.The dynamic height is computed by dividing the NAVD 88
 JB0903.geopotential number by the normal gravity value computed on the
 JB0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0903.degrees latitude (g = 980.6199 gals.).
 JB0903
 JB0903.The modeled gravity was interpolated from observed gravity values.
 JB0903
 JB0903;                    North         East    Units  Estimated Accuracy
 JB0903;SPC IL W     -   215,260.      760,250.      MT  (+/- 180 meters Scaled)
 JB0903
 JB0903                          SUPERSEDED SURVEY CONTROL
 JB0903
 JB0903  NGVD 29 (??/??/92)  135.530  (m)          444.65   (f) ADJ UNCH    1 1
 JB0903
 JB0903.Superseded values are not recommended for survey control.
 JB0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0903.See file dsdata.txt to determine how the superseded data were derived.
 JB0903
 JB0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH844757(NAD 83)
 JB0903_MARKER: DB = BENCH MARK DISK
 JB0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0903_STAMPING: L 152 1949
 JB0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0903+STABILITY: SURFACE MOTION
 JB0903
 JB0903  HISTORY     - Date     Condition        Report By
 JB0903  HISTORY     - 1949     MONUMENTED       CGS
 JB0903  HISTORY     - 1969     GOOD             NGS
 JB0903
 JB0903                          STATION DESCRIPTION
 JB0903
 JB0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0903'2.9 MI E FROM BREEZE.
 JB0903'ABOUT 2.9 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0903'THE STATION AT BREEZE, ABOUT 0.2 MILE EAST OF A BLACK TOP ROAD
 JB0903'CROSSING, NEAR MILEPOLE 296-20, 86 FEET NORTHEAST OF SEMAPHORE
 JB0903'2965, 38.3 FEET NORTH OF THE NORTH RAIL, 26 FEET WEST OF A LONE
 JB0903'14 INCH OAK TREE, 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE,
 JB0903'0.9 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 JB0903'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JB0903'THE GROUND.  SEC 19, T 2 N, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0039 ***********************************************************************
 JB0039  DESIGNATION -  L 153
 JB0039  PID         -  JB0039
 JB0039  STATE/COUNTY-  IL/RICHLAND
 JB0039  USGS QUAD   -  NOBLE (1971)
 JB0039
 JB0039                         *CURRENT SURVEY CONTROL
 JB0039  ___________________________________________________________________
 JB0039* NAD 83(1986)-  38 42 00.     (N)    088 12 17.     (W)     SCALED    
 JB0039* NAVD 88     -       144.602  (meters)     474.42   (feet)  ADJUSTED  
 JB0039  ___________________________________________________________________
 JB0039  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JB0039  DYNAMIC HT  -         144.513 (meters)     474.12  (feet)  COMP
 JB0039  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JB0039
 JB0039  VERT ORDER  -  FIRST     CLASS II
 JB0039
 JB0039.The horizontal coordinates were scaled from a topographic map and have
 JB0039.an estimated accuracy of +/- 6 seconds.
 JB0039
 JB0039.The orthometric height was determined by differential leveling
 JB0039.and adjusted by the National Geodetic Survey in June 1991..
 JB0039
 JB0039.The geoid height was determined by GEOID03.
 JB0039
 JB0039.The dynamic height is computed by dividing the NAVD 88
 JB0039.geopotential number by the normal gravity value computed on the
 JB0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0039.degrees latitude (g = 980.6199 gals.).
 JB0039
 JB0039.The modeled gravity was interpolated from observed gravity values.
 JB0039
 JB0039;                    North         East    Units  Estimated Accuracy
 JB0039;SPC IL E     -   225,680.      311,190.      MT  (+/- 180 meters Scaled)
 JB0039
 JB0039                          SUPERSEDED SURVEY CONTROL
 JB0039
 JB0039  NGVD 29 (??/??/92)  144.712  (m)          474.78   (f) ADJ UNCH    1 2
 JB0039
 JB0039.Superseded values are not recommended for survey control.
 JB0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0039.See file dsdata.txt to determine how the superseded data were derived.
 JB0039
 JB0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH952841(NAD 83)
 JB0039_MARKER: DB = BENCH MARK DISK
 JB0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0039_SP_SET: CONCRETE POST
 JB0039_STAMPING: L 153 1949
 JB0039_MARK LOGO: CGS   
 JB0039_PROJECTION: PROJECTING 5 CENTIMETERS
 JB0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0039+STABILITY: SURFACE MOTION
 JB0039
 JB0039  HISTORY     - Date     Condition        Report By
 JB0039  HISTORY     - 1949     MONUMENTED       CGS
 JB0039  HISTORY     - 1986     GOOD             NGS
 JB0039
 JB0039                          STATION DESCRIPTION
 JB0039
 JB0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0039'1 MI E FROM NOBLE.
 JB0039'1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0039'STATION AT NOBLE, ABOUT 130 YARDS EAST OF MILE POST C 227,
 JB0039'SET IN THE SOUTHWEST QUARTER OF A ROAD CROSSING, 59 FEET WEST
 JB0039'OF THE CENTER LINE OF THE ROAD, 44 FEET SOUTH OF THE SOUTH RAIL,
 JB0039'21 FEET WEST-NORTHWEST OF A FENCE CORNER, 8 FEET NORTH OF THE
 JB0039'R/W FENCE, 6.5 FEET EAST OF TELEPHONE POLE 226/38 AND IN LINE
 JB0039'WITH POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 JB0039'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JB0039'CONCRETE POST PROJECTING 2 INCHES.
 JB0039
 JB0039                          STATION RECOVERY (1986)
 JB0039
 JB0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0039'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM (0.75
 JB0039'MI) SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION WITH THE CHESSIE
 JB0039'SYSTEM RAILROAD IN OLNEY, THENCE 10.1 KM (6.25 MI) WESTERLY ALONG
 JB0039'U.S. HIGHWAY 50, THENCE 0.7 KM (0.45 MI) NORTH ALONG COUNTY ROAD 500
 JB0039'E, 18.0 M (59.1 FT) WEST OF THE CENTER OF THE ROAD, 13.4 M (44.0 FT)
 JB0039'SOUTH OF THE NEAR RAIL OF THE CHESSIE SYSTEM RAILROAD, AND 2.0 M (6.6
 JB0039'FT) EAST OF A UTILITY POLE.
 JB0039'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 JB0039'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0865 ***********************************************************************
 JB0865  DESIGNATION -  L 154
 JB0865  PID         -  JB0865
 JB0865  STATE/COUNTY-  IL/MARION
 JB0865  USGS QUAD   -  CENTRALIA WEST (1981)
 JB0865
 JB0865                         *CURRENT SURVEY CONTROL
 JB0865  ___________________________________________________________________
 JB0865* NAD 83(1986)-  38 36 46.     (N)    089 07 33.     (W)     SCALED    
 JB0865* NAVD 88     -       154.377  (meters)     506.49   (feet)  ADJUSTED  
 JB0865  ___________________________________________________________________
 JB0865  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JB0865  DYNAMIC HT  -         154.279 (meters)     506.16  (feet)  COMP
 JB0865  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 JB0865
 JB0865  VERT ORDER  -  FIRST     CLASS I
 JB0865
 JB0865.The horizontal coordinates were scaled from a topographic map and have
 JB0865.an estimated accuracy of +/- 6 seconds.
 JB0865
 JB0865.The orthometric height was determined by differential leveling
 JB0865.and adjusted by the National Geodetic Survey in June 1991..
 JB0865
 JB0865.The geoid height was determined by GEOID03.
 JB0865
 JB0865.The dynamic height is computed by dividing the NAVD 88
 JB0865.geopotential number by the normal gravity value computed on the
 JB0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0865.degrees latitude (g = 980.6199 gals.).
 JB0865
 JB0865.The modeled gravity was interpolated from observed gravity values.
 JB0865
 JB0865;                    North         East    Units  Estimated Accuracy
 JB0865;SPC IL E     -   216,290.      230,980.      MT  (+/- 180 meters Scaled)
 JB0865
 JB0865                          SUPERSEDED SURVEY CONTROL
 JB0865
 JB0865  NGVD 29 (??/??/92)  154.507  (m)          506.91   (f) ADJ UNCH    1 1
 JB0865
 JB0865.Superseded values are not recommended for survey control.
 JB0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0865.See file dsdata.txt to determine how the superseded data were derived.
 JB0865
 JB0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH149759(NAD 83)
 JB0865_MARKER: DB = BENCH MARK DISK
 JB0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0865_SP_SET: CONCRETE POST
 JB0865_STAMPING: L 154 1949
 JB0865_MARK LOGO: CGS   
 JB0865_PROJECTION: FLUSH
 JB0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0865+STABILITY: SURFACE MOTION
 JB0865
 JB0865  HISTORY     - Date     Condition        Report By
 JB0865  HISTORY     - 1949     MONUMENTED       CGS
 JB0865  HISTORY     - 1969     GOOD             NGS
 JB0865  HISTORY     - 1986     GOOD             NGS
 JB0865
 JB0865                          STATION DESCRIPTION
 JB0865
 JB0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0865'AT SANDOVAL.
 JB0865'AT SANDOVAL, ABOUT 0.3 MILE WEST ALONG THE BALTIMORE AND OHIO
 JB0865'RAILROAD FROM THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT
 JB0865'SANDOVAL, NEAR THE WEST EDGE OF THE TOWN LIMIT, 68 FEET SOUTHWEST
 JB0865'OF THE CENTER OF THE CROSSING OF SW 5TH AVENUE, 49 FEET WEST OF
 JB0865'THE CENTER LINE OF THE AVENUE, 41 FEET SOUTH OF THE SOUTH RAIL,
 JB0865'12 FEET WEST-NORTHWEST OF MILEPOST 277-21, 4 1/2 FEET NORTH OF
 JB0865'THE LINE OF POLES, 1.1 FEET NORTHEAST OF A METAL WITNESS POST,
 JB0865'2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 JB0865'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 JB0865'SEC 18, T2N, R1E.
 JB0865
 JB0865                          STATION RECOVERY (1986)
 JB0865
 JB0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0865'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SANDOVAL,
 JB0865'AT THE INTERSECTION OF THE CHESSIE SYSTEM RAILROAD AND SOUTHWEST 5TH
 JB0865'AVENUE, 14.9 M (48.9 FT) WEST OF THE CENTER OF THE STREET, 12.5 M
 JB0865'(41.0 FT) SOUTH OF THE NEAR RAIL, AND 3.7 M (12.1 FT) WEST-NORTHWEST
 JB0865'OF A UTILITY POLE WITH 2 GUY WIRES.
 JB0865'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JB0865'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0587 ***********************************************************************
 JB0587  DESIGNATION -  L 155
 JB0587  PID         -  JB0587
 JB0587  STATE/COUNTY-  IL/CLAY
 JB0587  USGS QUAD   -  XENIA NE (1979)
 JB0587
 JB0587                         *CURRENT SURVEY CONTROL
 JB0587  ___________________________________________________________________
 JB0587* NAD 83(1986)-  38 38 45.     (N)    088 34 05.     (W)     SCALED    
 JB0587* NAVD 88     -       153.106  (meters)     502.32   (feet)  ADJUSTED  
 JB0587  ___________________________________________________________________
 JB0587  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JB0587  DYNAMIC HT  -         153.011 (meters)     502.00  (feet)  COMP
 JB0587  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 JB0587
 JB0587  VERT ORDER  -  FIRST     CLASS II
 JB0587
 JB0587.The horizontal coordinates were scaled from a topographic map and have
 JB0587.an estimated accuracy of +/- 6 seconds.
 JB0587
 JB0587.The orthometric height was determined by differential leveling
 JB0587.and adjusted by the National Geodetic Survey in June 1991..
 JB0587.WARNING-Repeat measurements at this control monument indicate possible
 JB0587.vertical movement.
 JB0587
 JB0587.The geoid height was determined by GEOID03.
 JB0587
 JB0587.The dynamic height is computed by dividing the NAVD 88
 JB0587.geopotential number by the normal gravity value computed on the
 JB0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0587.degrees latitude (g = 980.6199 gals.).
 JB0587
 JB0587.The modeled gravity was interpolated from observed gravity values.
 JB0587
 JB0587;                    North         East    Units  Estimated Accuracy
 JB0587;SPC IL E     -   219,690.      279,570.      MT  (+/- 180 meters Scaled)
 JB0587
 JB0587                          SUPERSEDED SURVEY CONTROL
 JB0587
 JB0587  NGVD 29 (??/??/92)  153.19   (m)          502.6    (f) COMPUTED    1 2
 JB0587
 JB0587.Superseded values are not recommended for survey control.
 JB0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0587.See file dsdata.txt to determine how the superseded data were derived.
 JB0587
 JB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH635786(NAD 83)
 JB0587_MARKER: DB = BENCH MARK DISK
 JB0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0587_SP_SET: CONCRETE POST
 JB0587_STAMPING: L 155 1949
 JB0587_MARK LOGO: CGS   
 JB0587_PROJECTION: PROJECTING 8 CENTIMETERS
 JB0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0587+STABILITY: SURFACE MOTION
 JB0587
 JB0587  HISTORY     - Date     Condition        Report By
 JB0587  HISTORY     - 1949     MONUMENTED       CGS
 JB0587  HISTORY     - 1986     GOOD             NGS
 JB0587
 JB0587                          STATION DESCRIPTION
 JB0587
 JB0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0587'3.8 MI E FROM XENIA.
 JB0587'ABOUT 3.75 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0587'THE STATION AT XENIA, ABOUT 4.6 MILES WEST ALONG THE B AND O RR
 JB0587'FROM THE STATION AT FLORA, SET IN THE SOUTHEAST QUARTER OF A
 JB0587'ROAD CROSSING, ABOUT 0.1 MILE WEST OF MILE POST C 247, 51 FEET
 JB0587'SOUTH OF THE SOUTH RAIL, 49 FEET EAST OF THE CENTER LINE OF THE
 JB0587'ROAD, 27 FEET EAST-SOUTHEAST OF THE 5TH POLE WEST OF MILE POST
 JB0587'C 247, 2 FEET NORTH OF THE R/W FENCE, 3 FEET WEST OF A WHITE
 JB0587'WOODEN WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET
 JB0587'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JB0587
 JB0587                          STATION RECOVERY (1986)
 JB0587
 JB0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0587'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.5 KM (4.65
 JB0587'MI) WESTERLY ALONG OLD U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE
 JB0587'STREET IN FLORA, THENCE 0.5 KM (0.3 MI) SOUTH ALONG A GRAVELED ROAD,
 JB0587'15.6 M (51.2 FT) SOUTH OF THE SOUTH RAIL OF THE CHESSIE SYSTEM
 JB0587'RAILROAD, 14.9 M (48.9 FT) EAST OF THE CENTER OF THE ROAD, AND 0.6 M
 JB0587'(2.0 FT) NORTH OF A FENCE.
 JB0587'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JB0587'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0851 ***********************************************************************
 HB0851  DESIGNATION -  L 156
 HB0851  PID         -  HB0851
 HB0851  STATE/COUNTY-  IL/ALEXANDER
 HB0851  USGS QUAD   -  CAIRO (1993)
 HB0851
 HB0851                         *CURRENT SURVEY CONTROL
 HB0851  ___________________________________________________________________
 HB0851* NAD 83(1986)-  37 03 41.     (N)    089 13 21.     (W)     SCALED    
 HB0851* NAVD 88     -        97.143  (meters)     318.71   (feet)  ADJUSTED  
 HB0851  ___________________________________________________________________
 HB0851  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0851  DYNAMIC HT  -          97.072 (meters)     318.48  (feet)  COMP
 HB0851  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 HB0851
 HB0851  VERT ORDER  -  FIRST     CLASS II
 HB0851
 HB0851.This mark is at Cairo Airport (CIR)
 HB0851
 HB0851.The horizontal coordinates were scaled from a topographic map and have
 HB0851.an estimated accuracy of +/- 6 seconds.
 HB0851
 HB0851.The orthometric height was determined by differential leveling
 HB0851.and adjusted by the National Geodetic Survey in June 1991..
 HB0851
 HB0851.The geoid height was determined by GEOID03.
 HB0851
 HB0851.The dynamic height is computed by dividing the NAVD 88
 HB0851.geopotential number by the normal gravity value computed on the
 HB0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0851.degrees latitude (g = 980.6199 gals.).
 HB0851
 HB0851.The modeled gravity was interpolated from observed gravity values.
 HB0851
 HB0851;                    North         East    Units  Estimated Accuracy
 HB0851;SPC IL W     -    44,220.      783,970.      MT  (+/- 180 meters Scaled)
 HB0851
 HB0851                          SUPERSEDED SURVEY CONTROL
 HB0851
 HB0851  NGVD 29 (??/??/??)   97.036  (m)          318.36   (f) ADJUSTED    1 2
 HB0851
 HB0851.Superseded values are not recommended for survey control.
 HB0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0851.See file dsdata.txt to determine how the superseded data were derived.
 HB0851
 HB0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG023039(NAD 83)
 HB0851_MARKER: DB = BENCH MARK DISK
 HB0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0851_STAMPING: L 156 1954
 HB0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0851+STABILITY: SURFACE MOTION
 HB0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0851+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 HB0851
 HB0851  HISTORY     - Date     Condition        Report By
 HB0851  HISTORY     - 1954     MONUMENTED       CGS
 HB0851  HISTORY     - 1969     GOOD             CGS
 HB0851  HISTORY     - 1976     GOOD             ILDT
 HB0851  HISTORY     - 1976     GOOD             ILDT
 HB0851  HISTORY     - 1976     GOOD             ILDT
 HB0851  HISTORY     - 20020830 GOOD             USACE
 HB0851
 HB0851                          STATION DESCRIPTION
 HB0851
 HB0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0851'6 MI NW FROM CAIRO.
 HB0851'ABOUT 2.9 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0851'AND COURTHOUSE AT CAIRO, THENCE 2.8 MILES NORTHWEST ALONG STATE
 HB0851'HIGHWAY 3, THENCE 0.3 MILE NORTHEAST ALONG A PAVED ROAD TO THE
 HB0851'CAIRO MUNICIPAL AIRPORT, AT THE SOUTHWEST CORNER OF A PARKING
 HB0851'LOT, 74 FEET WEST OF THE NORTHWEST CORNER OF THE AIRPORT OFFICE
 HB0851'BUILDING, 89 FEET NORTH OF THE NORTHWEST LEG OF A BEACON TOWER,
 HB0851'38 1/2 FEET NORTH OF A POWER POLE, AND SET IN THE TOP OF A
 HB0851'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 HB0851'SEC 4, T 17 S, R 1 W.
 HB0851
 HB0851                          STATION RECOVERY (1976)
 HB0851
 HB0851'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0851'RECOVERED IN GOOD CONDITION.
 HB0851
 HB0851                          STATION RECOVERY (1976)
 HB0851
 HB0851'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0851'RECOVERED IN GOOD CONDITION.
 HB0851
 HB0851                          STATION RECOVERY (1976)
 HB0851
 HB0851'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0851'RECOVERED IN GOOD CONDITION.
 HB0851
 HB0851                          STATION RECOVERY (2002)
 HB0851
 HB0851'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0814 ***********************************************************************
 HB0814  DESIGNATION -  L 157
 HB0814  PID         -  HB0814
 HB0814  STATE/COUNTY-  IL/PULASKI
 HB0814  USGS QUAD   -  DONGOLA (1996)
 HB0814
 HB0814                         *CURRENT SURVEY CONTROL
 HB0814  ___________________________________________________________________
 HB0814* NAD 83(1986)-  37 17 47.     (N)    089 10 16.     (W)     SCALED    
 HB0814* NAVD 88     -       103.716  (meters)     340.27   (feet)  ADJUSTED  
 HB0814  ___________________________________________________________________
 HB0814  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 HB0814  DYNAMIC HT  -         103.642 (meters)     340.03  (feet)  COMP
 HB0814  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 HB0814
 HB0814  VERT ORDER  -  FIRST     CLASS I
 HB0814
 HB0814.The horizontal coordinates were scaled from a topographic map and have
 HB0814.an estimated accuracy of +/- 6 seconds.
 HB0814
 HB0814.The orthometric height was determined by differential leveling
 HB0814.and adjusted by the National Geodetic Survey in June 1991..
 HB0814
 HB0814.The geoid height was determined by GEOID03.
 HB0814
 HB0814.The dynamic height is computed by dividing the NAVD 88
 HB0814.geopotential number by the normal gravity value computed on the
 HB0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0814.degrees latitude (g = 980.6199 gals.).
 HB0814
 HB0814.The modeled gravity was interpolated from observed gravity values.
 HB0814
 HB0814;                    North         East    Units  Estimated Accuracy
 HB0814;SPC IL W     -    70,350.      788,270.      MT  (+/- 180 meters Scaled)
 HB0814
 HB0814                          SUPERSEDED SURVEY CONTROL
 HB0814
 HB0814  NGVD 29 (??/??/??)  103.674  (m)          340.14   (f) ADJUSTED    1 1
 HB0814
 HB0814.Superseded values are not recommended for survey control.
 HB0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0814.See file dsdata.txt to determine how the superseded data were derived.
 HB0814
 HB0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG075299(NAD 83)
 HB0814_MARKER: DB = BENCH MARK DISK
 HB0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0814_STAMPING: L 157 1954
 HB0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0814+STABILITY: SURFACE MOTION
 HB0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HB0814+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HB0814
 HB0814  HISTORY     - Date     Condition        Report By
 HB0814  HISTORY     - 1954     MONUMENTED       CGS
 HB0814  HISTORY     - 1969     GOOD             CGS
 HB0814  HISTORY     - 1976     GOOD             ILDT
 HB0814  HISTORY     - 1976     GOOD             ILDT
 HB0814  HISTORY     - 1976     GOOD             ILDT
 HB0814  HISTORY     - 20020827 GOOD             USACE
 HB0814
 HB0814                          STATION DESCRIPTION
 HB0814
 HB0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0814'1.6 MI N FROM ULLIN.
 HB0814'ABOUT 1.6 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0814'THE POST OFFICE AT ULLIN, 10 1/2 RAILS NORTHEAST OF THE CENTER OF
 HB0814'A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 92 FEET SOUTHEAST
 HB0814'AND ACROSS THE TRACKS FROM MILEPOST 343, 63 FEET SOUTHEAST OF THE
 HB0814'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 49 1/2 FEET NORTHWEST
 HB0814'OF THE CENTER LINE OF U.S. HIGHWAY 51, 2 1/2 FEET EAST OF A
 HB0814'TELEPHONE POLE WHICH IS BRACED BY 4 GUY WIRES, 1.0 FOOT NORTHWEST
 HB0814'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 HB0814'HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 HB0814'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 HB0814'THE SURFACE OF THE GROUND.  SEC 13, T14S, R1W.
 HB0814
 HB0814                          STATION RECOVERY (1976)
 HB0814
 HB0814'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0814'RECOVERED IN GOOD CONDITION.
 HB0814
 HB0814                          STATION RECOVERY (1976)
 HB0814
 HB0814'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0814'RECOVERED IN GOOD CONDITION.
 HB0814
 HB0814                          STATION RECOVERY (1976)
 HB0814
 HB0814'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0814'RECOVERED IN GOOD CONDITION.
 HB0814
 HB0814                          STATION RECOVERY (2002)
 HB0814
 HB0814'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0654 ***********************************************************************
 HB0654  DESIGNATION -  L 158
 HB0654  PID         -  HB0654
 HB0654  STATE/COUNTY-  IL/JACKSON
 HB0654  USGS QUAD   -  CARBONDALE (1996)
 HB0654
 HB0654                         *CURRENT SURVEY CONTROL
 HB0654  ___________________________________________________________________
 HB0654* NAD 83(1986)-  37 39 40.     (N)    089 13 18.     (W)     SCALED    
 HB0654* NAVD 88     -       127.802  (meters)     419.30   (feet)  ADJUSTED  
 HB0654  ___________________________________________________________________
 HB0654  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HB0654  DYNAMIC HT  -         127.712 (meters)     419.00  (feet)  COMP
 HB0654  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 HB0654
 HB0654  VERT ORDER  -  FIRST     CLASS I
 HB0654
 HB0654.The horizontal coordinates were scaled from a topographic map and have
 HB0654.an estimated accuracy of +/- 6 seconds.
 HB0654
 HB0654.The orthometric height was determined by differential leveling
 HB0654.and adjusted by the National Geodetic Survey in June 1991..
 HB0654
 HB0654.The geoid height was determined by GEOID03.
 HB0654
 HB0654.The dynamic height is computed by dividing the NAVD 88
 HB0654.geopotential number by the normal gravity value computed on the
 HB0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0654.degrees latitude (g = 980.6199 gals.).
 HB0654
 HB0654.The modeled gravity was interpolated from observed gravity values.
 HB0654
 HB0654;                    North         East    Units  Estimated Accuracy
 HB0654;SPC IL W     -   110,780.      783,380.      MT  (+/- 180 meters Scaled)
 HB0654
 HB0654                          SUPERSEDED SURVEY CONTROL
 HB0654
 HB0654  NGVD 29 (??/??/??)  127.863  (m)          419.50   (f) ADJUSTED    1 1
 HB0654
 HB0654.Superseded values are not recommended for survey control.
 HB0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0654.See file dsdata.txt to determine how the superseded data were derived.
 HB0654
 HB0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG040705(NAD 83)
 HB0654_MARKER: DB = BENCH MARK DISK
 HB0654_SETTING: 66 = SET IN ROCK OUTCROP
 HB0654_SP_SET: ROCK CUT
 HB0654_STAMPING: L 158 1954
 HB0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0654+STABILITY: POSITION/ELEVATION WELL
 HB0654
 HB0654  HISTORY     - Date     Condition        Report By
 HB0654  HISTORY     - 1954     MONUMENTED       CGS
 HB0654  HISTORY     - 1969     GOOD             CGS
 HB0654
 HB0654                          STATION DESCRIPTION
 HB0654
 HB0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0654'3.3 MI N FROM MAKANDA.
 HB0654'ABOUT 3.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0654'THE STATION AT MAKANDA, OR ABOUT 4.8 MILES SOUTH ALONG THE
 HB0654'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT CARBONDALE, 19
 HB0654'RAILS NORTH OF MILEPOST 313, 7 1/2 FEET NORTHWEST OF THE
 HB0654'NORTHWEST RAIL OF THE NORTHWEST TRACK, SET VERTICALLY IN THE
 HB0654'SOUTHEAST FACE OF THE BOTTOM LAYER OF ROCK WHICH IS IN A
 HB0654'6 1/2-FOOT HIGH ROCK CUT, 60 YARDS NORTH OF THE SOUTH END OF THE
 HB0654'CUT, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND, AND ABOUT 1/2
 HB0654'FOOT ABOVE THE LEVEL OF THE TRACK.  SEC 9, T 10 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0601 ***********************************************************************
 HB0601  DESIGNATION -  L 159
 HB0601  PID         -  HB0601
 HB0601  STATE/COUNTY-  IL/JACKSON
 HB0601  USGS QUAD   -  ELKVILLE (1978)
 HB0601
 HB0601                         *CURRENT SURVEY CONTROL
 HB0601  ___________________________________________________________________
 HB0601* NAD 83(1986)-  37 56 49.     (N)    089 14 15.     (W)     SCALED    
 HB0601* NAVD 88     -       123.070  (meters)     403.77   (feet)  ADJUSTED  
 HB0601  ___________________________________________________________________
 HB0601  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HB0601  DYNAMIC HT  -         122.989 (meters)     403.51  (feet)  COMP
 HB0601  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 HB0601
 HB0601  VERT ORDER  -  FIRST     CLASS I
 HB0601
 HB0601.The horizontal coordinates were scaled from a topographic map and have
 HB0601.an estimated accuracy of +/- 6 seconds.
 HB0601
 HB0601.The orthometric height was determined by differential leveling
 HB0601.and adjusted by the National Geodetic Survey in June 1991..
 HB0601
 HB0601.The geoid height was determined by GEOID03.
 HB0601
 HB0601.The dynamic height is computed by dividing the NAVD 88
 HB0601.geopotential number by the normal gravity value computed on the
 HB0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0601.degrees latitude (g = 980.6199 gals.).
 HB0601
 HB0601.The modeled gravity was interpolated from observed gravity values.
 HB0601
 HB0601;                    North         East    Units  Estimated Accuracy
 HB0601;SPC IL W     -   142,490.      781,670.      MT  (+/- 180 meters Scaled)
 HB0601
 HB0601                          SUPERSEDED SURVEY CONTROL
 HB0601
 HB0601  NGVD 29 (??/??/??)  123.167  (m)          404.09   (f) ADJUSTED    1 1
 HB0601
 HB0601.Superseded values are not recommended for survey control.
 HB0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0601.See file dsdata.txt to determine how the superseded data were derived.
 HB0601
 HB0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH034022(NAD 83)
 HB0601_MARKER: DB = BENCH MARK DISK
 HB0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0601_SP_SET: BRIDGE
 HB0601_STAMPING: L 159 1954
 HB0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0601
 HB0601  HISTORY     - Date     Condition        Report By
 HB0601  HISTORY     - 1954     MONUMENTED       CGS
 HB0601  HISTORY     - 1969     GOOD             CGS
 HB0601  HISTORY     - 20060228 GOOD             ILDT
 HB0601
 HB0601                          STATION DESCRIPTION
 HB0601
 HB0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0601'2.6 MI N FROM ELKVILLE.
 HB0601'ABOUT 2.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0601'FROM THE POST OFFICE AT ELKVILLE, OR ABOUT 4.55 MILES SOUTH ALONG
 HB0601'THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT DU QUOIN, 0.4
 HB0601'MILE NORTH OF A CROSSING OF THE RAILROAD AND A PAVED ROAD AT
 HB0601'THE COMMUNITY OF DOWELL, 0.1 MILE NORTH OF MILEPOST 293, 5 1/2
 HB0601'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET IN THE TOP OF
 HB0601'THE NORTH END OF THE CONCRETE RETAINING WALL WHICH EXTENDS
 HB0601'SOUTH FROM THE WEST CONCRETE HEADWALL OF A CONCRETE RAILROAD
 HB0601'BRIDGE OVER SIXMILE CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 HB0601'THE TRACK.  1/4, SEC 5, T7S, R 1 W
 HB0601
 HB0601                          STATION RECOVERY (2006)
 HB0601
 HB0601'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1856 ***********************************************************************
 LB1856  DESIGNATION -  L 16
 LB1856  PID         -  LB1856
 LB1856  STATE/COUNTY-  IL/VERMILION
 LB1856  USGS QUAD   -  DANVILLE NE (1978)
 LB1856
 LB1856                         *CURRENT SURVEY CONTROL
 LB1856  ___________________________________________________________________
 LB1856* NAD 83(1986)-  40 11 25.     (N)    087 34 54.     (W)     SCALED    
 LB1856* NAVD 88     -       200.685  (meters)     658.41   (feet)  ADJUSTED  
 LB1856  ___________________________________________________________________
 LB1856  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LB1856  DYNAMIC HT  -         200.586 (meters)     658.09  (feet)  COMP
 LB1856  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 LB1856
 LB1856  VERT ORDER  -  FIRST     CLASS II
 LB1856
 LB1856.The horizontal coordinates were scaled from a topographic map and have
 LB1856.an estimated accuracy of +/- 6 seconds.
 LB1856
 LB1856.The orthometric height was determined by differential leveling
 LB1856.and adjusted by the National Geodetic Survey in June 1991..
 LB1856
 LB1856.The geoid height was determined by GEOID03.
 LB1856
 LB1856.The dynamic height is computed by dividing the NAVD 88
 LB1856.geopotential number by the normal gravity value computed on the
 LB1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1856.degrees latitude (g = 980.6199 gals.).
 LB1856
 LB1856.The modeled gravity was interpolated from observed gravity values.
 LB1856
 LB1856;                    North         East    Units  Estimated Accuracy
 LB1856;SPC IL E     -   391,400.      364,010.      MT  (+/- 180 meters Scaled)
 LB1856
 LB1856                          SUPERSEDED SURVEY CONTROL
 LB1856
 LB1856  NGVD 29 (??/??/92)  200.725  (m)          658.55   (f) ADJ UNCH    1 2
 LB1856
 LB1856.Superseded values are not recommended for survey control.
 LB1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1856.See file dsdata.txt to determine how the superseded data were derived.
 LB1856
 LB1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK504490(NAD 83)
 LB1856_MARKER: DB = BENCH MARK DISK
 LB1856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB1856_SP_SET: BRIDGE
 LB1856_STAMPING: L 16 1934
 LB1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB1856
 LB1856  HISTORY     - Date     Condition        Report By
 LB1856  HISTORY     - 1934     MONUMENTED       CGS
 LB1856  HISTORY     - 1964     GOOD             NGS
 LB1856
 LB1856                          STATION DESCRIPTION
 LB1856
 LB1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LB1856'5.2 MI NE FROM DANVILLE.
 LB1856'5.2 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LB1856'THE STATION AT DANVILLE, VERMILION COUNTY, AT THE OVERHEAD BRIDGE
 LB1856'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, IN THE
 LB1856'FACE OF THE SOUTH WING WALL, 34.6 FEET EAST OF THE WEST END, 7.9
 LB1856'FEET EAST OF THE EAST RAIL OF THE NORTHBOUND TRACK, AND ABOUT 3
 LB1856'FEET ABOVE THE RAIL.  A STANDARD DISK, STAMPED L 16 1934 AND SET
 LB1856'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1050 ***********************************************************************
 JB1050  DESIGNATION -  L 160
 JB1050  PID         -  JB1050
 JB1050  STATE/COUNTY-  IL/WASHINGTON
 JB1050  USGS QUAD   -  ASHLEY (1974)
 JB1050
 JB1050                         *CURRENT SURVEY CONTROL
 JB1050  ___________________________________________________________________
 JB1050* NAD 83(1986)-  38 17 01.     (N)    089 11 57.     (W)     SCALED    
 JB1050* NAVD 88     -       162.238  (meters)     532.28   (feet)  ADJUSTED  
 JB1050  ___________________________________________________________________
 JB1050  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JB1050  DYNAMIC HT  -         162.134 (meters)     531.93  (feet)  COMP
 JB1050  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 JB1050
 JB1050  VERT ORDER  -  FIRST     CLASS I
 JB1050
 JB1050.The horizontal coordinates were scaled from a topographic map and have
 JB1050.an estimated accuracy of +/- 6 seconds.
 JB1050
 JB1050.The orthometric height was determined by differential leveling
 JB1050.and adjusted by the National Geodetic Survey in June 1991..
 JB1050
 JB1050.The geoid height was determined by GEOID03.
 JB1050
 JB1050.The dynamic height is computed by dividing the NAVD 88
 JB1050.geopotential number by the normal gravity value computed on the
 JB1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1050.degrees latitude (g = 980.6199 gals.).
 JB1050
 JB1050.The modeled gravity was interpolated from observed gravity values.
 JB1050
 JB1050;                    North         East    Units  Estimated Accuracy
 JB1050;SPC IL W     -   179,890.      784,650.      MT  (+/- 180 meters Scaled)
 JB1050
 JB1050                          SUPERSEDED SURVEY CONTROL
 JB1050
 JB1050  NGVD 29 (??/??/92)  162.343  (m)          532.62   (f) ADJ UNCH    1 1
 JB1050
 JB1050.Superseded values are not recommended for survey control.
 JB1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1050.See file dsdata.txt to determine how the superseded data were derived.
 JB1050
 JB1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH076395(NAD 83)
 JB1050_MARKER: DB = BENCH MARK DISK
 JB1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1050_STAMPING: L 160 1954
 JB1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1050+STABILITY: SURFACE MOTION
 JB1050
 JB1050  HISTORY     - Date     Condition        Report By
 JB1050  HISTORY     - 1954     MONUMENTED       CGS
 JB1050  HISTORY     - 1969     GOOD             NGS
 JB1050
 JB1050                          STATION DESCRIPTION
 JB1050
 JB1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1050'3.2 MI S FROM ASHLEY.
 JB1050'ABOUT 3.25 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1050'THE STATION AT ASHLEY, 0.15 MILE NORTH OF A CROSSING OF THE
 JB1050'RAILROAD AND A ROAD AT THE COMMUNITY OF RADOM, 0.45 MILE NORTH
 JB1050'OF MILEPOST 270, 80 1/2 FEET WEST OF THE WEST RAIL OF THE WEST
 JB1050'SET OF MAIN TRACKS, 28 FEET WEST OF THE CENTER LINE OF A PRIVATE
 JB1050'ROAD, 111 FEET WEST-SOUTHWEST AND ACROSS THE TRACK FROM A SWITCH
 JB1050'STAND, 37 FEET SOUTH OF A 36-INCH OAK TREE, 1.0 FOOT NORTH OF A
 JB1050'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 JB1050'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 JB1050'INCH ABOVE THE SURFACE OF THE GROUND.  SEC 10, T3S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1269 ***********************************************************************
 LC1269  DESIGNATION -  L 161
 LC1269  PID         -  LC1269
 LC1269  STATE/COUNTY-  IL/TAZEWELL
 LC1269  USGS QUAD   -  PEKIN (1996)
 LC1269
 LC1269                         *CURRENT SURVEY CONTROL
 LC1269  ___________________________________________________________________
 LC1269* NAD 83(1986)-  40 34 17.     (N)    089 38 46.     (W)     SCALED    
 LC1269* NAVD 88     -       145.206  (meters)     476.40   (feet)  ADJUSTED  
 LC1269  ___________________________________________________________________
 LC1269  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LC1269  DYNAMIC HT  -         145.137 (meters)     476.17  (feet)  COMP
 LC1269  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 LC1269
 LC1269  VERT ORDER  -  FIRST     CLASS II
 LC1269
 LC1269.The horizontal coordinates were scaled from a topographic map and have
 LC1269.an estimated accuracy of +/- 6 seconds.
 LC1269
 LC1269.The orthometric height was determined by differential leveling
 LC1269.and adjusted by the National Geodetic Survey in June 1991..
 LC1269.WARNING-Repeat measurements at this control monument indicate possible
 LC1269.vertical movement.
 LC1269
 LC1269.The geoid height was determined by GEOID03.
 LC1269
 LC1269.The dynamic height is computed by dividing the NAVD 88
 LC1269.geopotential number by the normal gravity value computed on the
 LC1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1269.degrees latitude (g = 980.6199 gals.).
 LC1269
 LC1269.The modeled gravity was interpolated from observed gravity values.
 LC1269
 LC1269;                    North         East    Units  Estimated Accuracy
 LC1269;SPC IL W     -   433,560.      744,080.      MT  (+/- 180 meters Scaled)
 LC1269
 LC1269                          SUPERSEDED SURVEY CONTROL
 LC1269
 LC1269  NGVD 29 (??/??/92)  145.312  (m)          476.74   (f) ADJ UNCH    1 2
 LC1269
 LC1269.Superseded values are not recommended for survey control.
 LC1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1269.See file dsdata.txt to determine how the superseded data were derived.
 LC1269
 LC1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK760945(NAD 83)
 LC1269_MARKER: DB = BENCH MARK DISK
 LC1269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1269_SP_SET: BUILDING
 LC1269_STAMPING: L 161 1954
 LC1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1269
 LC1269  HISTORY     - Date     Condition        Report By
 LC1269  HISTORY     - 1954     MONUMENTED       CGS
 LC1269  HISTORY     - 1960     GOOD             NGS
 LC1269  HISTORY     - 1968     GOOD             NGS
 LC1269  HISTORY     - 1980     GOOD             ILDT
 LC1269  HISTORY     - 20060127 GOOD             GEOCAC
 LC1269
 LC1269                          STATION DESCRIPTION
 LC1269
 LC1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC1269'AT PEKIN.
 LC1269'AT PEKIN, ALONG THE NEW YORK CENTRAL RAILROAD, BETWEEN NORTH FOURTH
 LC1269'STREET AND NORTH CAPITOL STREET, SET VERTICALLY IN THE NORTH FACE
 LC1269'OF THE CONCRETE FOUNDATION OF DEPPERTS FARM MACHINERY SALES
 LC1269'BUILDING AT 212 NORTH CAPITOL STREET, 64 FEET SOUTH OF SOUTH RAIL
 LC1269'OF MAIN TRACK, 145 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF
 LC1269'NYC RR FREIGHT STATION, 1 1/2 FEET WEST OF NORTHEAST CORNER OF
 LC1269'BUILDING AND 2 FEET ABOVE GROUND.
 LC1269
 LC1269                          STATION RECOVERY (1968)
 LC1269
 LC1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LC1269'RECOVERED IN GOOD CONDITION.
 LC1269
 LC1269                          STATION RECOVERY (1980)
 LC1269
 LC1269'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 LC1269'RECOVERED IN GOOD CONDITION.
 LC1269
 LC1269                          STATION RECOVERY (2006)
 LC1269
 LC1269'RECOVERY NOTE BY GEOCACHING 2006
 LC1269'THE RAILROAD HAS BEEN ABANDONED FOR A NUMBER OF YEARS AND IS NOW A
 LC1269'WALKING/BIKING TRAIL MAINTAINED BY THE PEKIN PARK DISTRICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0810 ***********************************************************************
 LC0810  DESIGNATION -  L 162
 LC0810  PID         -  LC0810
 LC0810  STATE/COUNTY-  IL/TAZEWELL
 LC0810  USGS QUAD   -  MACKINAW (1979)
 LC0810
 LC0810                         *CURRENT SURVEY CONTROL
 LC0810  ___________________________________________________________________
 LC0810* NAD 83(1986)-  40 31 53.     (N)    089 20 48.     (W)     SCALED    
 LC0810* NAVD 88     -       206.987  (meters)     679.09   (feet)  ADJUSTED  
 LC0810  ___________________________________________________________________
 LC0810  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LC0810  DYNAMIC HT  -         206.888 (meters)     678.76  (feet)  COMP
 LC0810  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 LC0810
 LC0810  VERT ORDER  -  FIRST     CLASS II
 LC0810
 LC0810.The horizontal coordinates were scaled from a topographic map and have
 LC0810.an estimated accuracy of +/- 6 seconds.
 LC0810
 LC0810.The orthometric height was determined by differential leveling
 LC0810.and adjusted by the National Geodetic Survey in June 1991..
 LC0810
 LC0810.The geoid height was determined by GEOID03.
 LC0810
 LC0810.The dynamic height is computed by dividing the NAVD 88
 LC0810.geopotential number by the normal gravity value computed on the
 LC0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0810.degrees latitude (g = 980.6199 gals.).
 LC0810
 LC0810.The modeled gravity was interpolated from observed gravity values.
 LC0810
 LC0810;                    North         East    Units  Estimated Accuracy
 LC0810;SPC IL W     -   429,310.      769,470.      MT  (+/- 180 meters Scaled)
 LC0810
 LC0810                          SUPERSEDED SURVEY CONTROL
 LC0810
 LC0810  NGVD 29 (??/??/92)  207.067  (m)          679.35   (f) ADJ UNCH    1 2
 LC0810
 LC0810.Superseded values are not recommended for survey control.
 LC0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0810.See file dsdata.txt to determine how the superseded data were derived.
 LC0810
 LC0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK012893(NAD 83)
 LC0810_MARKER: DB = BENCH MARK DISK
 LC0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0810_SP_SET: CULVERT
 LC0810_STAMPING: L 162 1954
 LC0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0810
 LC0810  HISTORY     - Date     Condition        Report By
 LC0810  HISTORY     - 1954     MONUMENTED       CGS
 LC0810  HISTORY     - 1985     GOOD             USPSQD
 LC0810
 LC0810                          STATION DESCRIPTION
 LC0810
 LC0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0810'0.8 MI E FROM MACKINAW.
 LC0810'ABOUT 0.75 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0810'THE STATION AT MACKINAW, AT CROSSING OF THE PENNSYLVANIA RAILROAD,
 LC0810'IN THE TOP OF THE WEST END OF NORTH CONCRETE HEAD WALL OF A 2-FOOT
 LC0810'BOX CULVERT UNDER STATE HIGHWAY 9, 59 1/2 FEET SOUTH OF SOUTH
 LC0810'RAIL, 109 FEET SOUTHEAST OF CENTER OF CROSSING OF TRACKS, 50
 LC0810'FEET EAST OF EAST RAIL OF P.RR, 22 FEET NORTH OF CENTER LINE
 LC0810'OF HIGHWAY 9, 43 FEET SOUTHEAST OF TELEPHONE POLE NO. 185/26, AND
 LC0810'ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND TRACKS.
 LC0810
 LC0810                          STATION RECOVERY (1985)
 LC0810
 LC0810'RECOVERY NOTE BY US POWER SQUADRON 1985
 LC0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7249 ***********************************************************************
 AB7249  DESIGNATION -  L 163 RESET
 AB7249  PID         -  AB7249
 AB7249  STATE/COUNTY-  IL/TAZEWELL
 AB7249  USGS QUAD   -  PEKIN (1996)
 AB7249
 AB7249                         *CURRENT SURVEY CONTROL
 AB7249  ___________________________________________________________________
 AB7249* NAD 83(1986)-  40 32 17.     (N)    089 39 51.     (W)     SCALED    
 AB7249* NAVD 88     -       148.58   (+/-2cm)     487.5    (feet)  VERTCON   
 AB7249  ___________________________________________________________________
 AB7249  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 AB7249
 AB7249  VERT ORDER  -  THIRD (See Below)
 AB7249
 AB7249.The horizontal coordinates were scaled from a topographic map and have
 AB7249.an estimated accuracy of +/- 6 seconds.
 AB7249
 AB7249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB7249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB7249.The vertical order pertains to the NGVD 29 superseded value.
 AB7249
 AB7249.The geoid height was determined by GEOID03.
 AB7249
 AB7249;                    North         East    Units  Estimated Accuracy
 AB7249;SPC IL W     -   429,850.      742,570.      MT  (+/- 180 meters Scaled)
 AB7249
 AB7249                          SUPERSEDED SURVEY CONTROL
 AB7249
 AB7249  NGVD 29 (03/28/06)  148.68   (m)          487.8    (f) RESET       3  
 AB7249
 AB7249.Superseded values are not recommended for survey control.
 AB7249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7249.See file dsdata.txt to determine how the superseded data were derived.
 AB7249
 AB7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK743908(NAD 83)
 AB7249_MARKER: DV = VERTICAL CONTROL DISK
 AB7249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7249_STAMPING: L 163 RESET 1993
 AB7249_MARK LOGO: NGS   
 AB7249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7249+STABILITY: SURFACE MOTION
 AB7249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7249+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB7249
 AB7249  HISTORY     - Date     Condition        Report By
 AB7249  HISTORY     - 1993     MONUMENTED       NGS
 AB7249
 AB7249                          STATION DESCRIPTION
 AB7249
 AB7249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RKB)
 AB7249'STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHWEST OF PEKIN.  TO REACH
 AB7249'FROM THE JUNCTION OF STATE ROUTES 29 AND 9 ON THE WEST SIDE OF PEKIN,
 AB7249'PROCEED SOUTH ON ROUTE 29 FOR 2.5 MI (4.0 KM) TO THE ENTRANCE TO THE
 AB7249'PEKIN CORRECTIONAL CENTER AND THE STATION ON THE LEFT, 75.0 M (246.1
 AB7249'FT) NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE CORRECTIONAL
 AB7249'CENTER, 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF ROUTE 29, 17.3 M
 AB7249'(56.8 FT) NORTH-NORTHWEST OF AN ORANGE AND WHITE FIBER OPTICS CABLE
 AB7249'POST, AND 15.3 M (50.2 FT) SOUTH OF A POWER POLE WITH GUY WIRE, SET IN
 AB7249'THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE MONUMENT FLUSH WITH THE
 AB7249'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0405 ***********************************************************************
 LC0405  DESIGNATION -  L 165
 LC0405  PID         -  LC0405
 LC0405  STATE/COUNTY-  IL/DE WITT
 LC0405  USGS QUAD   -  FARMER CITY SOUTH (1979)
 LC0405
 LC0405                         *CURRENT SURVEY CONTROL
 LC0405  ___________________________________________________________________
 LC0405* NAD 83(1986)-  40 14 45.     (N)    088 38 18.     (W)     SCALED    
 LC0405* NAVD 88     -       220.621  (meters)     723.82   (feet)  ADJUSTED  
 LC0405  ___________________________________________________________________
 LC0405  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LC0405  DYNAMIC HT  -         220.515 (meters)     723.47  (feet)  COMP
 LC0405  MODELED GRAV-     980,136.6   (mgal)                       NAVD 88
 LC0405
 LC0405  VERT ORDER  -  FIRST     CLASS II
 LC0405
 LC0405.The horizontal coordinates were scaled from a topographic map and have
 LC0405.an estimated accuracy of +/- 6 seconds.
 LC0405
 LC0405.The orthometric height was determined by differential leveling
 LC0405.and adjusted by the National Geodetic Survey in June 1991..
 LC0405
 LC0405.The geoid height was determined by GEOID03.
 LC0405
 LC0405.The dynamic height is computed by dividing the NAVD 88
 LC0405.geopotential number by the normal gravity value computed on the
 LC0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0405.degrees latitude (g = 980.6199 gals.).
 LC0405
 LC0405.The modeled gravity was interpolated from observed gravity values.
 LC0405
 LC0405;                    North         East    Units  Estimated Accuracy
 LC0405;SPC IL E     -   397,340.      274,050.      MT  (+/- 180 meters Scaled)
 LC0405
 LC0405                          SUPERSEDED SURVEY CONTROL
 LC0405
 LC0405  NGVD 29 (??/??/92)  220.671  (m)          723.98   (f) ADJ UNCH    1 2
 LC0405
 LC0405.Superseded values are not recommended for survey control.
 LC0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0405.See file dsdata.txt to determine how the superseded data were derived.
 LC0405
 LC0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK606563(NAD 83)
 LC0405_MARKER: DB = BENCH MARK DISK
 LC0405_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LC0405_SP_SET: FOOTING
 LC0405_STAMPING: L 165 1954
 LC0405_MARK LOGO: CGS   
 LC0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0405+STABILITY: SURFACE MOTION
 LC0405
 LC0405  HISTORY     - Date     Condition        Report By
 LC0405  HISTORY     - 1954     MONUMENTED       CGS
 LC0405  HISTORY     - 1976     GOOD             NGS
 LC0405  HISTORY     - 1986     GOOD             NGS
 LC0405  HISTORY     - 20040927 MARK NOT FOUND   ILDT
 LC0405
 LC0405                          STATION DESCRIPTION
 LC0405
 LC0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0405'AT FARMER CITY.
 LC0405'AT FARMER CITY, ABOUT 0.65 MILE SOUTHEAST ALONG THE NEW YORK
 LC0405'CENTRAL RAILROAD FROM THE STATION, IN THE NORTHWEST ANGLE OF
 LC0405'CROSSING OF EAST ALLEN STREET, IN THE TOP OF THE NORTH CORNER OF
 LC0405'THE CONCRETE BASE OF THE NORTHWEST LEG OF THE CITY WATER TOWER,
 LC0405'131 FEET SOUTHWEST OF SOUTHWEST RAIL, 80 FEET NORTH OF CENTER LINE
 LC0405'OF EAST ALLEN STREET AND 1 FOOT ABOVE GROUND.
 LC0405
 LC0405                          STATION RECOVERY (1976)
 LC0405
 LC0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LC0405'RECOVERED IN GOOD CONDITION.
 LC0405
 LC0405                          STATION RECOVERY (1986)
 LC0405
 LC0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0405'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FARMER
 LC0405'CITY, AT THE INTERSECTION OF EAST ALLEN AND NORTH WEST STREETS, IN THE
 LC0405'NORTH CORNER OF THE CONCRETE FOOTING OF THE NORTHWEST LEG OF THE
 LC0405'MUNICIPAL WATER TANK, 43.6 M (143.0 FT) EAST OF THE CENTER OF WEST
 LC0405'STREET, AND 35.1 M (115.2 FT) NORTH OF THE CENTER OF ALLEN STREET.
 LC0405'THE MARK IS 0.6 M ABOVE ALLEN STREET.
 LC0405
 LC0405                          STATION RECOVERY (2004)
 LC0405
 LC0405'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0405'WATER TOWER MOVED POINT IN LOCKED FENCE AREA.  FOUNDATION MAY STILL
 LC0405'REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1516 ***********************************************************************
 ME1516  DESIGNATION -  L 166
 ME1516  PID         -  ME1516
 ME1516  STATE/COUNTY-  IL/KANKAKEE
 ME1516  USGS QUAD   -  MOMENCE (1973)
 ME1516
 ME1516                         *CURRENT SURVEY CONTROL
 ME1516  ___________________________________________________________________
 ME1516* NAD 83(1986)-  41 09 38.     (N)    087 39 45.     (W)     SCALED    
 ME1516* NAVD 88     -       190.322  (meters)     624.41   (feet)  ADJUSTED  
 ME1516  ___________________________________________________________________
 ME1516  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 ME1516  DYNAMIC HT  -         190.243 (meters)     624.16  (feet)  COMP
 ME1516  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 ME1516
 ME1516  VERT ORDER  -  SECOND    CLASS 0
 ME1516
 ME1516.The horizontal coordinates were scaled from a topographic map and have
 ME1516.an estimated accuracy of +/- 6 seconds.
 ME1516
 ME1516.The orthometric height was determined by differential leveling
 ME1516.and adjusted by the National Geodetic Survey in June 1991..
 ME1516
 ME1516.The geoid height was determined by GEOID03.
 ME1516
 ME1516.The dynamic height is computed by dividing the NAVD 88
 ME1516.geopotential number by the normal gravity value computed on the
 ME1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1516.degrees latitude (g = 980.6199 gals.).
 ME1516
 ME1516.The modeled gravity was interpolated from observed gravity values.
 ME1516
 ME1516;                    North         East    Units  Estimated Accuracy
 ME1516;SPC IL E     -   499,090.      356,300.      MT  (+/- 180 meters Scaled)
 ME1516
 ME1516                          SUPERSEDED SURVEY CONTROL
 ME1516
 ME1516  NGVD 29 (??/??/92)  190.414  (m)          624.72   (f) ADJ UNCH    2 0
 ME1516
 ME1516.Superseded values are not recommended for survey control.
 ME1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1516.See file dsdata.txt to determine how the superseded data were derived.
 ME1516
 ME1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL444567(NAD 83)
 ME1516_MARKER: DB = BENCH MARK DISK
 ME1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1516_STAMPING: L 166 1954
 ME1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1516+STABILITY: SURFACE MOTION
 ME1516
 ME1516  HISTORY     - Date     Condition        Report By
 ME1516  HISTORY     - 1954     MONUMENTED       CGS
 ME1516
 ME1516                          STATION DESCRIPTION
 ME1516
 ME1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1516'AT MOMENCE.
 ME1516'AT MOMENCE, ALONG STATE HIGHWAYS 1 AND 17, AT THE NORTH END OF
 ME1516'BRIDGE OVER SOUTH CHANNEL OF KANKAKEE RIVER, SET VERTICALLY ABOUT
 ME1516'1.7 FEET ABOVE GROUND IN THE NORTH-NORTHWEST FACE OF NORTH END
 ME1516'OF CONCRETE POST OF CURVED WEST BANISTER OF NORTH ABUTMENT OF
 ME1516'BRIDGE, 20 1/2 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT
 ME1516'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3338 ***********************************************************************
 ME3338  DESIGNATION -  L 166 RESET
 ME3338  PID         -  ME3338
 ME3338  STATE/COUNTY-  IL/KANKAKEE
 ME3338  USGS QUAD   -  MOMENCE (1973)
 ME3338
 ME3338                         *CURRENT SURVEY CONTROL
 ME3338  ___________________________________________________________________
 ME3338* NAD 83(1986)-  41 09 38.     (N)    087 39 45.     (W)     SCALED    
 ME3338* NAVD 88     -       189.40   (meters)     621.4    (feet)  RESET     
 ME3338  ___________________________________________________________________
 ME3338  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 ME3338
 ME3338  VERT ORDER  -  THIRD
 ME3338
 ME3338.The horizontal coordinates were scaled from a topographic map and have
 ME3338.an estimated accuracy of +/- 6 seconds.
 ME3338
 ME3338.The orthometric height was computed from unverified reset data.
 ME3338.No vertical observational check was made to the station.
 ME3338
 ME3338.The geoid height was determined by GEOID03.
 ME3338
 ME3338;                    North         East    Units  Estimated Accuracy
 ME3338;SPC IL E     -   499,090.      356,300.      MT  (+/- 180 meters Scaled)
 ME3338
 ME3338                          SUPERSEDED SURVEY CONTROL
 ME3338
 ME3338  NGVD 29 (03/28/06)  189.49   (m)          621.7    (f) RESET       3  
 ME3338
 ME3338.Superseded values are not recommended for survey control.
 ME3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3338.See file dsdata.txt to determine how the superseded data were derived.
 ME3338
 ME3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL444567(NAD 83)
 ME3338_MARKER: DB = BENCH MARK DISK
 ME3338_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ME3338_SP_SET: SLAB
 ME3338_STAMPING: L 166 RESET 1984
 ME3338_MARK LOGO: NGS   
 ME3338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME3338
 ME3338  HISTORY     - Date     Condition        Report By
 ME3338  HISTORY     - 1984     MONUMENTED       NGS
 ME3338
 ME3338                          STATION DESCRIPTION
 ME3338
 ME3338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 ME3338'IN MOMENCE.
 ME3338'IN MOMENCE, ALONG THE NORTH EDGE OF THE SOUTH CHANNEL OF THE KANKAKEE
 ME3338'RIVER, 51.2 M (168.0 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAYS 1
 ME3338'AND 17, 46.9 M (153.9 FT) SOUTH FROM THE CENTERLINE OF MILL STREET,
 ME3338'4.6 M (15.1 FT) NORTH FROM RIVERS EDGE AND 0.5 M (1.6 FT) EAST FROM A
 ME3338'WITNESS POST, IN A CONCRETE SLAB MEASURING 88 X 58 X 30 INCHES WITH
 ME3338'THE SOUTH SIDE PROJECTING ABOUT 24 INCHES ABOVE GROUND.  ABOUT 10
 ME3338'FEET ABOVE THE LEVEL WITH THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1830 ***********************************************************************
 LB1830  DESIGNATION -  L 167
 LB1830  PID         -  LB1830
 LB1830  STATE/COUNTY-  IL/VERMILION
 LB1830  USGS QUAD   -  OAKWOOD (1978)
 LB1830
 LB1830                         *CURRENT SURVEY CONTROL
 LB1830  ___________________________________________________________________
 LB1830* NAD 83(1986)-  40 02 38.     (N)    087 51 46.     (W)     SCALED    
 LB1830* NAVD 88     -       201.777  (meters)     662.00   (feet)  ADJUSTED  
 LB1830  ___________________________________________________________________
 LB1830  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LB1830  DYNAMIC HT  -         201.675 (meters)     661.66  (feet)  COMP
 LB1830  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 LB1830
 LB1830  VERT ORDER  -  FIRST     CLASS II
 LB1830
 LB1830.The horizontal coordinates were scaled from a topographic map and have
 LB1830.an estimated accuracy of +/- 6 seconds.
 LB1830
 LB1830.The orthometric height was determined by differential leveling
 LB1830.and adjusted by the National Geodetic Survey in June 1991..
 LB1830
 LB1830.The geoid height was determined by GEOID03.
 LB1830
 LB1830.The dynamic height is computed by dividing the NAVD 88
 LB1830.geopotential number by the normal gravity value computed on the
 LB1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1830.degrees latitude (g = 980.6199 gals.).
 LB1830
 LB1830.The modeled gravity was interpolated from observed gravity values.
 LB1830
 LB1830;                    North         East    Units  Estimated Accuracy
 LB1830;SPC IL E     -   374,980.      340,160.      MT  (+/- 180 meters Scaled)
 LB1830
 LB1830                          SUPERSEDED SURVEY CONTROL
 LB1830
 LB1830  NGVD 29 (??/??/92)  201.828  (m)          662.16   (f) ADJ UNCH    1 2
 LB1830
 LB1830.Superseded values are not recommended for survey control.
 LB1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1830.See file dsdata.txt to determine how the superseded data were derived.
 LB1830
 LB1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK264329(NAD 83)
 LB1830_MARKER: DB = BENCH MARK DISK
 LB1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1830_STAMPING: L 167 1954
 LB1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1830+STABILITY: SURFACE MOTION
 LB1830
 LB1830  HISTORY     - Date     Condition        Report By
 LB1830  HISTORY     - 1954     MONUMENTED       CGS
 LB1830  HISTORY     - 1986     MARK NOT FOUND   NGS
 LB1830
 LB1830                          STATION DESCRIPTION
 LB1830
 LB1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1830'1.7 MI W FROM FAIRMOUNT.
 LB1830'ABOUT 1.7 MILES WEST ALONG THE WABASH RAILROAD FROM THE STATION
 LB1830'AT FAIRMOUNT, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 30 FEET
 LB1830'NORTH OF NORTH RAIL, 66 FEET WEST OF CENTER LINE OF ROAD, 71
 LB1830'FEET NORTHWEST OF CENTER OF CROSSING, 45 FEET WEST OF A FENCE CORNER,
 LB1830'1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 LB1830'WITNESS POST, ABOUT 5 1/2 FEET BELOW LEVEL OF TRACK AND SET
 LB1830'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LB1830
 LB1830                          STATION RECOVERY (1986)
 LB1830
 LB1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LB1830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1348 ***********************************************************************
 JB1348  DESIGNATION -  L 169
 JB1348  PID         -  JB1348
 JB1348  STATE/COUNTY-  IL/ST CLAIR
 JB1348  USGS QUAD   -  LEBANON (1991)
 JB1348
 JB1348                         *CURRENT SURVEY CONTROL
 JB1348  ___________________________________________________________________
 JB1348* NAD 83(1986)-  38 35 21.     (N)    089 51 09.     (W)     SCALED    
 JB1348* NAVD 88     -       146.472  (meters)     480.55   (feet)  ADJUSTED  
 JB1348  ___________________________________________________________________
 JB1348  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1348  DYNAMIC HT  -         146.380 (meters)     480.25  (feet)  COMP
 JB1348  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 JB1348
 JB1348  VERT ORDER  -  FIRST     CLASS I
 JB1348
 JB1348.The horizontal coordinates were scaled from a topographic map and have
 JB1348.an estimated accuracy of +/- 6 seconds.
 JB1348
 JB1348.The orthometric height was determined by differential leveling
 JB1348.and adjusted by the National Geodetic Survey in June 1991..
 JB1348
 JB1348.The geoid height was determined by GEOID03.
 JB1348
 JB1348.The dynamic height is computed by dividing the NAVD 88
 JB1348.geopotential number by the normal gravity value computed on the
 JB1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1348.degrees latitude (g = 980.6199 gals.).
 JB1348
 JB1348.The modeled gravity was interpolated from observed gravity values.
 JB1348
 JB1348;                    North         East    Units  Estimated Accuracy
 JB1348;SPC IL W     -   213,410.      727,370.      MT  (+/- 180 meters Scaled)
 JB1348
 JB1348                          SUPERSEDED SURVEY CONTROL
 JB1348
 JB1348  NGVD 29 (??/??/92)  146.588  (m)          480.93   (f) ADJ UNCH    1 1
 JB1348
 JB1348.Superseded values are not recommended for survey control.
 JB1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1348.See file dsdata.txt to determine how the superseded data were derived.
 JB1348
 JB1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH515750(NAD 83)
 JB1348_MARKER: DB = BENCH MARK DISK
 JB1348_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB1348_SP_SET: COPPER-CLAD STEEL ROD
 JB1348_STAMPING: L 169 1969
 JB1348_MARK LOGO: CGS   
 JB1348_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1348
 JB1348  HISTORY     - Date     Condition        Report By
 JB1348  HISTORY     - 1969     MONUMENTED       CGS
 JB1348  HISTORY     - 19890113 GOOD             USGS
 JB1348
 JB1348                          STATION DESCRIPTION
 JB1348
 JB1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1348'2.4 MI W FROM LEBANON.
 JB1348'ABOUT 2.4 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB1348'THE CROSSING OF STATE HIGHWAY 4 AT LEBANON, ABOUT 7 1/2 RAILS
 JB1348'EAST OF THE CENTER OF THE U.S. HIGHWAY 50 OVERPASS OVER THE
 JB1348'TRACK, 45 FEET SOUTHEAST OF THE CENTER OF A FARM ROAD CROSSING,
 JB1348'39.6 FEET SOUTH OF THE SOUTH RAIL, 34 FEET WEST OF MILEPOLE
 JB1348'317-6, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 8.8 FEET
 JB1348'NORTH OF THE RIGHT-OF-WAY FENCE LINE, 0.8 FOOT NORTHWEST OF A
 JB1348'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE TRACK AND IS
 JB1348'A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 JB1348'GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 6
 JB1348'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 JB1348'REFUSAL AT A DEPTH OF 19.7 FEET.  SEC 26, T 2 N, R 7 W.
 JB1348
 JB1348                          STATION RECOVERY (1989)
 JB1348
 JB1348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JB1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0126 ***********************************************************************
 NH0126  DESIGNATION -  L 17
 NH0126  PID         -  NH0126
 NH0126  STATE/COUNTY-  IL/MCHENRY
 NH0126  USGS QUAD   -  MC HENRY (1992)
 NH0126
 NH0126                         *CURRENT SURVEY CONTROL
 NH0126  ___________________________________________________________________
 NH0126* NAD 83(1986)-  42 17 56.     (N)    088 17 58.     (W)     SCALED    
 NH0126* NAVD 88     -       242.567  (meters)     795.82   (feet)  ADJUSTED  
 NH0126  ___________________________________________________________________
 NH0126  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 NH0126  DYNAMIC HT  -         242.486 (meters)     795.56  (feet)  COMP
 NH0126  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 NH0126
 NH0126  VERT ORDER  -  SECOND    CLASS 0
 NH0126
 NH0126.The horizontal coordinates were scaled from a topographic map and have
 NH0126.an estimated accuracy of +/- 6 seconds.
 NH0126
 NH0126.The orthometric height was determined by differential leveling
 NH0126.and adjusted by the National Geodetic Survey in June 1991..
 NH0126.WARNING-Repeat measurements at this control monument indicate possible
 NH0126.vertical movement.
 NH0126
 NH0126.The geoid height was determined by GEOID03.
 NH0126
 NH0126.The dynamic height is computed by dividing the NAVD 88
 NH0126.geopotential number by the normal gravity value computed on the
 NH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0126.degrees latitude (g = 980.6199 gals.).
 NH0126
 NH0126.The modeled gravity was interpolated from observed gravity values.
 NH0126
 NH0126;                    North         East    Units  Estimated Accuracy
 NH0126;SPC IL E     -   625,300.      302,790.      MT  (+/- 180 meters Scaled)
 NH0126
 NH0126                          SUPERSEDED SURVEY CONTROL
 NH0126
 NH0126  NGVD 29 (??/??/92)  242.611  (m)          795.97   (f) ADJ UNCH    2 0
 NH0126
 NH0126.Superseded values are not recommended for survey control.
 NH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0126.See file dsdata.txt to determine how the superseded data were derived.
 NH0126
 NH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM928837(NAD 83)
 NH0126_MARKER: DB = BENCH MARK DISK
 NH0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0126_STAMPING: L 17 1934
 NH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0126+STABILITY: SURFACE MOTION
 NH0126
 NH0126  HISTORY     - Date     Condition        Report By
 NH0126  HISTORY     - 1934     MONUMENTED       CGS
 NH0126  HISTORY     - 1960     GOOD             NGS
 NH0126  HISTORY     - 19940502 GOOD             USPSQD
 NH0126  HISTORY     - 20030414 MARK NOT FOUND   USPSQD
 NH0126
 NH0126                          STATION DESCRIPTION
 NH0126
 NH0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0126'3.4 MI S FROM MCHENRY.
 NH0126'ABOUT 3.35 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN
 NH0126'RAILWAY FROM THE STATION AT MCHENRY , 0.5 MILE SOUTH OF MILEPOLE
 NH0126'63, 0.25 MILE NORTH OF 10-FOOT BRIDGE NO. 677, 38 FEET EAST OF
 NH0126'THE EAST RAIL, 22 FEET SOUTHWEST OF A T FENCE CORNER, 65 FEET
 NH0126'SOUTH OF THE 19TH. TELEPHONE POLE NORTH OF MILEPOLE 62 (ALSO
 NH0126'THE 21ST. POLE SOUTH OF MILEPOLE 63), 4 1/2 FEET EAST OF THE POLE
 NH0126'LINE, 10 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE, ABOUT 4 1/2
 NH0126'FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 NH0126'POST PROJECTING 4 INCHES.
 NH0126
 NH0126                          STATION RECOVERY (1994)
 NH0126
 NH0126'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0126'RECOVERED IN GOOD CONDITION.
 NH0126
 NH0126                          STATION RECOVERY (2003)
 NH0126
 NH0126'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMB)
 NH0126'NEW HIKING PATH WEST OF TRACKS, NEW TELEPHONE POLES.  MARK SHOULD BE
 NH0126'IN AN AREA 8 POLES NORTH FROM MILEPOLE 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0128 ***********************************************************************
 LC0128  DESIGNATION -  L 171
 LC0128  PID         -  LC0128
 LC0128  STATE/COUNTY-  IL/CHAMPAIGN
 LC0128  USGS QUAD   -  SEYMOUR (1970)
 LC0128
 LC0128                         *CURRENT SURVEY CONTROL
 LC0128  ___________________________________________________________________
 LC0128* NAD 83(1986)-  40 07 26.     (N)    088 24 25.     (W)     SCALED    
 LC0128* NAVD 88     -       215.619  (meters)     707.41   (feet)  ADJUSTED  
 LC0128  ___________________________________________________________________
 LC0128  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0128  DYNAMIC HT  -         215.512 (meters)     707.06  (feet)  COMP
 LC0128  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 LC0128
 LC0128  VERT ORDER  -  FIRST     CLASS II
 LC0128
 LC0128.The horizontal coordinates were scaled from a topographic map and have
 LC0128.an estimated accuracy of +/- 6 seconds.
 LC0128
 LC0128.The orthometric height was determined by differential leveling
 LC0128.and adjusted by the National Geodetic Survey in June 1991..
 LC0128
 LC0128.The geoid height was determined by GEOID03.
 LC0128
 LC0128.The dynamic height is computed by dividing the NAVD 88
 LC0128.geopotential number by the normal gravity value computed on the
 LC0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0128.degrees latitude (g = 980.6199 gals.).
 LC0128
 LC0128.The modeled gravity was interpolated from observed gravity values.
 LC0128
 LC0128;                    North         East    Units  Estimated Accuracy
 LC0128;SPC IL E     -   383,760.      293,730.      MT  (+/- 180 meters Scaled)
 LC0128
 LC0128                          SUPERSEDED SURVEY CONTROL
 LC0128
 LC0128  NGVD 29 (??/??/92)  215.673  (m)          707.59   (f) ADJ UNCH    1 2
 LC0128
 LC0128.Superseded values are not recommended for survey control.
 LC0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0128.See file dsdata.txt to determine how the superseded data were derived.
 LC0128
 LC0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK801424(NAD 83)
 LC0128_MARKER: DB = BENCH MARK DISK
 LC0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0128_STAMPING: L 171 1954
 LC0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0128+STABILITY: SURFACE MOTION
 LC0128
 LC0128  HISTORY     - Date     Condition        Report By
 LC0128  HISTORY     - 1954     MONUMENTED       CGS
 LC0128  HISTORY     - 1970     MARK NOT FOUND   USGS
 LC0128
 LC0128                          STATION DESCRIPTION
 LC0128
 LC0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0128'4.6 MI S FROM MAHOMET.
 LC0128'ABOUT 4.65 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE CROSSING
 LC0128'OF THE NEW YORK CENTRAL RAILROAD AT MAHOMET, ABOUT 0.75 MILE
 LC0128'NORTH OF JUNCTION OF STATE HIGHWAY 10, 38 FEET EAST OF CENTER LINE
 LC0128'OF HIGHWAY, 53 FEET SOUTHEAST OF CENTER OF JUNCTION OF HIGHWAY
 LC0128'AND A ROAD LEADING WEST, 32 FEET SOUTH OF CENTER OF A FARM GATE,
 LC0128'26 FEET SOUTHEAST OF EAST END OF SOUTH HEAD WALL OF A 12-INCH
 LC0128'PIPE CULVERT UNDER FARM DRIVE, 2 FEET WEST OF A FENCE LINE, 2
 LC0128'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 LC0128'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LC0128'PROJECTING 4 INCHES.  NOTE-- MARK IS REACHED FROM THE ILLINOIS
 LC0128'CENTRAL RAILROAD STATION AT SEYMOUR, CHAMPAIGN COUNTY, BY GOING
 LC0128'ABOUT 0.2 MILE NORTH ALONG A PAVED ROAD, THENCE ABOUT 1.05 MILES
 LC0128'EAST ALONG STATE HIGHWAY 10 AND 47, THENCE ABOUT 0.75 MILE NORTH
 LC0128'ALONG STATE HIGHWAY 47.  NOTE-- DUE TO CONSTRUCTION OF A NORTH-SOUTH
 LC0128'OVERPASS OVER INTERSTATE HWY. 172 IN THE AREA DESCRIBED, THE
 LC0128'MARK HAS PROBABLY BEEN DESTROYED.
 LC0128
 LC0128                          STATION RECOVERY (1970)
 LC0128
 LC0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 LC0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0683 ***********************************************************************
 LC0683  DESIGNATION -  L 172
 LC0683  PID         -  LC0683
 LC0683  STATE/COUNTY-  IL/MCLEAN
 LC0683  USGS QUAD   -  NORMAL EAST (1981)
 LC0683
 LC0683                         *CURRENT SURVEY CONTROL
 LC0683  ___________________________________________________________________
 LC0683* NAD 83(1986)-  40 31 00.     (N)    088 59 10.     (W)     SCALED    
 LC0683* NAVD 88     -       241.303  (meters)     791.67   (feet)  ADJUSTED  
 LC0683  ___________________________________________________________________
 LC0683  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC0683  DYNAMIC HT  -         241.189 (meters)     791.30  (feet)  COMP
 LC0683  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 LC0683
 LC0683  VERT ORDER  -  FIRST     CLASS I
 LC0683
 LC0683.The horizontal coordinates were scaled from a topographic map and have
 LC0683.an estimated accuracy of +/- 6 seconds.
 LC0683
 LC0683.The orthometric height was determined by differential leveling
 LC0683.and adjusted by the National Geodetic Survey in June 1991..
 LC0683
 LC0683.The geoid height was determined by GEOID03.
 LC0683
 LC0683.The dynamic height is computed by dividing the NAVD 88
 LC0683.geopotential number by the normal gravity value computed on the
 LC0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0683.degrees latitude (g = 980.6199 gals.).
 LC0683
 LC0683.The modeled gravity was interpolated from observed gravity values.
 LC0683
 LC0683;                    North         East    Units  Estimated Accuracy
 LC0683;SPC IL E     -   427,570.      244,680.      MT  (+/- 180 meters Scaled)
 LC0683
 LC0683                          SUPERSEDED SURVEY CONTROL
 LC0683
 LC0683  NGVD 29 (??/??/92)  241.358  (m)          791.86   (f) ADJ UNCH    1 1
 LC0683
 LC0683.Superseded values are not recommended for survey control.
 LC0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0683.See file dsdata.txt to determine how the superseded data were derived.
 LC0683
 LC0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK317870(NAD 83)
 LC0683_MARKER: DB = BENCH MARK DISK
 LC0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0683_SP_SET: CULVERT
 LC0683_STAMPING: L 172 1954
 LC0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0683
 LC0683  HISTORY     - Date     Condition        Report By
 LC0683  HISTORY     - 1954     MONUMENTED       CGS
 LC0683  HISTORY     - 1969     GOOD             NGS
 LC0683  HISTORY     - 20030627 MARK NOT FOUND   GEOCAC
 LC0683
 LC0683                          STATION DESCRIPTION
 LC0683
 LC0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0683'0.6 MI N FROM NORMAL.
 LC0683'ABOUT 0.55 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0683'THE STATION AT NORMAL, THENCE 0.05 MILE WEST ALONG W. SYCAMORE
 LC0683'STREET, 358 FEET WEST OF THE WEST RAIL, 20 FEET NORTH OF THE
 LC0683'CENTER LINE OF THE STREET, SET IN THE TOP OF THE NORTHEAST
 LC0683'CONCRETE WING WALL OF A CONCRETE BOX CULVERT UNDER THE STREET,
 LC0683'11 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT 3 1/2 FEET BELOW
 LC0683'THE LEVEL OF THE STREET.  SEC 28, T24N, R2E.
 LC0683
 LC0683                          STATION RECOVERY (2003)
 LC0683
 LC0683'RECOVERY NOTE BY GEOCACHING 2003 (RSW)
 LC0683'MADE SEVERAL VISITS TO THIS AREA. WAS UNABLE TO LOCATE THE MARKER. THE
 LC0683'CONCRETE CULVERT DESCRIBED APPEARS TO HAVE BEEN REPLACED SINCE THE
 LC0683'1969 RECOVERY SHOWN IN THE DATASHEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0120 ***********************************************************************
 JB0120  DESIGNATION -  L 173
 JB0120  PID         -  JB0120
 JB0120  STATE/COUNTY-  IL/RICHLAND
 JB0120  USGS QUAD   -  DUNDAS (1985)
 JB0120
 JB0120                         *CURRENT SURVEY CONTROL
 JB0120  ___________________________________________________________________
 JB0120* NAD 83(1986)-  38 45 22.     (N)    088 05 14.     (W)     SCALED    
 JB0120* NAVD 88     -       141.736  (meters)     465.01   (feet)  ADJUSTED  
 JB0120  ___________________________________________________________________
 JB0120  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JB0120  DYNAMIC HT  -         141.650 (meters)     464.73  (feet)  COMP
 JB0120  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 JB0120
 JB0120  VERT ORDER  -  FIRST     CLASS II
 JB0120
 JB0120.The horizontal coordinates were scaled from a topographic map and have
 JB0120.an estimated accuracy of +/- 6 seconds.
 JB0120
 JB0120.The orthometric height was determined by differential leveling
 JB0120.and adjusted by the National Geodetic Survey in June 1991..
 JB0120
 JB0120.The geoid height was determined by GEOID03.
 JB0120
 JB0120.The dynamic height is computed by dividing the NAVD 88
 JB0120.geopotential number by the normal gravity value computed on the
 JB0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0120.degrees latitude (g = 980.6199 gals.).
 JB0120
 JB0120.The modeled gravity was interpolated from observed gravity values.
 JB0120
 JB0120;                    North         East    Units  Estimated Accuracy
 JB0120;SPC IL E     -   231,930.      321,390.      MT  (+/- 180 meters Scaled)
 JB0120
 JB0120                          SUPERSEDED SURVEY CONTROL
 JB0120
 JB0120  NGVD 29 (??/??/92)  141.829  (m)          465.32   (f) ADJ UNCH    1 2
 JB0120
 JB0120.Superseded values are not recommended for survey control.
 JB0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0120.See file dsdata.txt to determine how the superseded data were derived.
 JB0120
 JB0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH055902(NAD 83)
 JB0120_MARKER: DB = BENCH MARK DISK
 JB0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0120_STAMPING: L 173 1956
 JB0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0120+STABILITY: SURFACE MOTION
 JB0120
 JB0120  HISTORY     - Date     Condition        Report By
 JB0120  HISTORY     - 1956     MONUMENTED       CGS
 JB0120
 JB0120                          STATION DESCRIPTION
 JB0120
 JB0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0120'1.7 MI N FROM OLNEY.
 JB0120'1.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0120'STATION AT OLNEY, ABOUT 0.2 MILE SOUTH OF MILE POST P 177, AT
 JB0120'A GRAVEL ROAD CROSSING, 22 1/2 FEET EAST OF EAST RAIL, 73 FEET SOUTH
 JB0120'OF CENTER LINE OF ROAD, 4 1/2 FEET EAST-SOUTHEAST OF THE FIRST
 JB0120'TELPHONE POLE SOUTH OF CROSSING, 39 FEET EAST AND ACROSS TRACK
 JB0120'FROM A SIGN YARD LIMIT, 54 FEET SOUTH OF NORTH END OF A FENCE
 JB0120'LINE, 1 FOOT WEST OF A FENCE LINE, ABOUT 1 1/2 FEET BELOW LEVEL
 JB0120'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JB0120'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0211 ***********************************************************************
 KB0211  DESIGNATION -  L 174
 KB0211  PID         -  KB0211
 KB0211  STATE/COUNTY-  IL/CUMBERLAND
 KB0211  USGS QUAD   -  TOLEDO (1984)
 KB0211
 KB0211                         *CURRENT SURVEY CONTROL
 KB0211  ___________________________________________________________________
 KB0211* NAD 83(1997)-  39 20 44.92732(N)    088 14 35.96637(W)     ADJUSTED  
 KB0211* NAVD 88     -       195.534  (meters)     641.51   (feet)  ADJUSTED  
 KB0211  ___________________________________________________________________
 KB0211  X           -     151,411.158 (meters)                     COMP
 KB0211  Y           -  -4,936,881.827 (meters)                     COMP
 KB0211  Z           -   4,022,183.547 (meters)                     COMP
 KB0211  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 KB0211  ELLIP HEIGHT-         163.44  (meters)          (12/06/04) GPS OBS
 KB0211  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0211  DYNAMIC HT  -         195.420 (meters)     641.14  (feet)  COMP
 KB0211  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 KB0211
 KB0211  HORZ ORDER  -  FIRST
 KB0211  VERT ORDER  -  FIRST     CLASS II
 KB0211  ELLP ORDER  -  FOURTH    CLASS I
 KB0211
 KB0211.The horizontal coordinates were established by GPS observations
 KB0211.and adjusted by the National Geodetic Survey in December 2002..
 KB0211
 KB0211.The orthometric height was determined by differential leveling
 KB0211.and adjusted by the National Geodetic Survey in June 1991..
 KB0211
 KB0211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB0211
 KB0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0211
 KB0211.The ellipsoidal height was determined by GPS observations
 KB0211.and is referenced to NAD 83.
 KB0211
 KB0211.The geoid height was determined by GEOID03.
 KB0211
 KB0211.The dynamic height is computed by dividing the NAVD 88
 KB0211.geopotential number by the normal gravity value computed on the
 KB0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0211.degrees latitude (g = 980.6199 gals.).
 KB0211
 KB0211.The modeled gravity was interpolated from observed gravity values.
 KB0211
 KB0211;                    North         East     Units Scale Factor Converg.
 KB0211;SPC IL E     -   297,372.701   307,758.896   MT  0.99997574   +0 03 25.4
 KB0211;SPC IL E     -   975,630.27  1,009,705.64   sFT  0.99997574   +0 03 25.4
 KB0211;UTM  16      - 4,355,890.034   392,862.757   MT  0.99974133   -0 47 18.0
 KB0211
 KB0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0211!SPC IL E     -   0.99997436  x   0.99997574  =   0.99995010
 KB0211!UTM  16      -   0.99997436  x   0.99974133  =   0.99971570
 KB0211
 KB0211                          SUPERSEDED SURVEY CONTROL
 KB0211
 KB0211  ELLIP H (12/18/02)  163.44   (m)                       GP(       ) 4 2
 KB0211  NAVD 88 (12/18/02)  195.53   (m)          641.5    (f) LEVELING    3  
 KB0211  NGVD 29 (??/??/92)  195.596  (m)          641.72   (f) ADJ UNCH    1 2
 KB0211
 KB0211.Superseded values are not recommended for survey control.
 KB0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0211.See file dsdata.txt to determine how the superseded data were derived.
 KB0211
 KB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ9286355890(NAD 83)
 KB0211_MARKER: DB = BENCH MARK DISK
 KB0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0211_STAMPING: L 174 1956
 KB0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 KB0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0211+STABILITY: SURFACE MOTION
 KB0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0211+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 KB0211
 KB0211  HISTORY     - Date     Condition        Report By
 KB0211  HISTORY     - 1956     MONUMENTED       CGS
 KB0211  HISTORY     - 1973     GOOD             NGS
 KB0211  HISTORY     - 20001229 GOOD             ZAMBRA
 KB0211  HISTORY     - 20050216 GOOD             ILDT
 KB0211
 KB0211                          STATION DESCRIPTION
 KB0211
 KB0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0211'5 MI N FROM TOLEDO.
 KB0211'ABOUT 5.0 MILES NORTH ALONG AN ILLINOIS CENTRAL RAILROAD FROM
 KB0211'THE STATION AT TOLEDO, ABOUT 6.05 MILES SOUTHEAST AND SOUTH OF
 KB0211'THE STATION AT LERNA, COLES COUNTY, ABOUT 0.3 MILE NORTH OF
 KB0211'MILE POST P 132, AT AN EAST-WEST ROAD CROSSING (LEADING WEST TO
 KB0211'HICKORY CORNER), 28 1/2 FEET WEST OF WEST RAIL, 37 FEET NORTH
 KB0211'OF CENTER LINE OF ROAD, 20.3 FEET NORTHWEST OF NORTH END OF A
 KB0211'50-INCH CORRUGATED PIPE CULVERT UNDER ROAD, 50 FEET
 KB0211'WEST-NORTHWEST AND ACROSS TRACK FROM A CROSSING WARING SIGN,
 KB0211'55 1/2 FEET NORTH-NORTHWEST AND ACROSS ROAD FROM A CROSSING
 KB0211'WARNING SIGN, 4 1/2 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST
 KB0211'OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 KB0211'ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 KB0211'CONCRETE POST PROJECTING 3 INCHES.
 KB0211
 KB0211                          STATION RECOVERY (1973)
 KB0211
 KB0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0211'RECOVERED IN GOOD CONDITION.
 KB0211
 KB0211                          STATION RECOVERY (2000)
 KB0211
 KB0211'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB0211'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB0211'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KB0211'
 KB0211
 KB0211                          STATION RECOVERY (2005)
 KB0211
 KB0211'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0240 ***********************************************************************
 KB0240  DESIGNATION -  L 175
 KB0240  PID         -  KB0240
 KB0240  STATE/COUNTY-  IL/CUMBERLAND
 KB0240  USGS QUAD   -  GREENUP (1985)
 KB0240
 KB0240                         *CURRENT SURVEY CONTROL
 KB0240  ___________________________________________________________________
 KB0240* NAD 83(1986)-  39 12 27.     (N)    088 09 31.     (W)     SCALED    
 KB0240* NAVD 88     -       180.756  (meters)     593.03   (feet)  ADJUSTED  
 KB0240  ___________________________________________________________________
 KB0240  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB0240  DYNAMIC HT  -         180.649 (meters)     592.68  (feet)  COMP
 KB0240  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 KB0240
 KB0240  VERT ORDER  -  FIRST     CLASS II
 KB0240
 KB0240.The horizontal coordinates were scaled from a topographic map and have
 KB0240.an estimated accuracy of +/- 6 seconds.
 KB0240
 KB0240.The orthometric height was determined by differential leveling
 KB0240.and adjusted by the National Geodetic Survey in June 1991..
 KB0240
 KB0240.The geoid height was determined by GEOID03.
 KB0240
 KB0240.The dynamic height is computed by dividing the NAVD 88
 KB0240.geopotential number by the normal gravity value computed on the
 KB0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0240.degrees latitude (g = 980.6199 gals.).
 KB0240
 KB0240.The modeled gravity was interpolated from observed gravity values.
 KB0240
 KB0240;                    North         East    Units  Estimated Accuracy
 KB0240;SPC IL E     -   282,030.      315,090.      MT  (+/- 180 meters Scaled)
 KB0240
 KB0240                          SUPERSEDED SURVEY CONTROL
 KB0240
 KB0240  NGVD 29 (??/??/92)  180.818  (m)          593.23   (f) ADJ UNCH    1 2
 KB0240
 KB0240.Superseded values are not recommended for survey control.
 KB0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0240.See file dsdata.txt to determine how the superseded data were derived.
 KB0240
 KB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ999404(NAD 83)
 KB0240_MARKER: DB = BENCH MARK DISK
 KB0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0240_STAMPING: L 175 1956
 KB0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0240+STABILITY: SURFACE MOTION
 KB0240
 KB0240  HISTORY     - Date     Condition        Report By
 KB0240  HISTORY     - 1956     MONUMENTED       CGS
 KB0240  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0240
 KB0240                          STATION DESCRIPTION
 KB0240
 KB0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0240'2.5 MI S FROM GREENUP.
 KB0240'ABOUT 2.5 MILES SOUTHEAST AND SOUTH ALONG THE ILLINOIS CENTRAL
 KB0240'RAILROAD FROM THE STATION AT GREENUP, ABOUT 0.35 MILE NORTH OF
 KB0240'MILE POST P 145, AT A PRIVATE ROAD CROSSING, 24 FEET EAST OF
 KB0240'EAST RAIL AND ON THE INSIDE OF A LONG CURVE IN TRACK, 19 1/2
 KB0240'FEET SOUTH OF CENTER OF A GATE ACROSS FIELD ROAD, 1 FOOT WEST
 KB0240'OF A FENCE LINE, 41 FEET SOUTH AND ACROSS ROAD FROM A TELEPHONE
 KB0240'POLE, 71 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WHITE
 KB0240'WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET
 KB0240'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KB0240
 KB0240                          STATION RECOVERY (2005)
 KB0240
 KB0240'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0197 ***********************************************************************
 KB0197  DESIGNATION -  L 176
 KB0197  PID         -  KB0197
 KB0197  STATE/COUNTY-  IL/COLES
 KB0197  USGS QUAD   -  MATTOON EAST (1984)
 KB0197
 KB0197                         *CURRENT SURVEY CONTROL
 KB0197  ___________________________________________________________________
 KB0197* NAD 83(1986)-  39 26 04.     (N)    088 16 00.     (W)     SCALED    
 KB0197* NAVD 88     -       223.406  (meters)     732.96   (feet)  ADJUSTED  
 KB0197  ___________________________________________________________________
 KB0197  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0197  DYNAMIC HT  -         223.277 (meters)     732.53  (feet)  COMP
 KB0197  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 KB0197
 KB0197  VERT ORDER  -  FIRST     CLASS II
 KB0197
 KB0197.The horizontal coordinates were scaled from a topographic map and have
 KB0197.an estimated accuracy of +/- 6 seconds.
 KB0197
 KB0197.The orthometric height was determined by differential leveling
 KB0197.and adjusted by the National Geodetic Survey in June 1991..
 KB0197
 KB0197.The geoid height was determined by GEOID03.
 KB0197
 KB0197.The dynamic height is computed by dividing the NAVD 88
 KB0197.geopotential number by the normal gravity value computed on the
 KB0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0197.degrees latitude (g = 980.6199 gals.).
 KB0197
 KB0197.The modeled gravity was interpolated from observed gravity values.
 KB0197
 KB0197;                    North         East    Units  Estimated Accuracy
 KB0197;SPC IL E     -   307,210.      305,740.      MT  (+/- 180 meters Scaled)
 KB0197
 KB0197                          SUPERSEDED SURVEY CONTROL
 KB0197
 KB0197  NGVD 29 (??/??/92)  223.468  (m)          733.16   (f) ADJ UNCH    1 2
 KB0197
 KB0197.Superseded values are not recommended for survey control.
 KB0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0197.See file dsdata.txt to determine how the superseded data were derived.
 KB0197
 KB0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ909657(NAD 83)
 KB0197_MARKER: DB = BENCH MARK DISK
 KB0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0197_STAMPING: L 176 1956
 KB0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0197+STABILITY: SURFACE MOTION
 KB0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0197+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 KB0197
 KB0197  HISTORY     - Date     Condition        Report By
 KB0197  HISTORY     - 1956     MONUMENTED       CGS
 KB0197  HISTORY     - 1973     GOOD             NGS
 KB0197  HISTORY     - 20050302 GOOD             ILDT
 KB0197
 KB0197                          STATION DESCRIPTION
 KB0197
 KB0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0197'1.5 MI NE FROM LERNA.
 KB0197'ABOUT 1.5 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0197'LOUIS RAILROAD FROM THE STATION AT LERNA, 82 YARDS SOUTHWEST OF
 KB0197'MILE POLE T 326, AT A NORTH-SOUTH DIRT ROAD CROSSING, 30 FEET
 KB0197'NORTHWEST OF NORTHWEST RAIL, 19 FEET EAST OF CENTER LINE OF DIRT
 KB0197'ROAD, 46 1/2 FEET EAST-NORTHEAST AND ACROSS ROAD FROM CROSSING
 KB0197'SIGN, 1 FOOT WEST OF A FENCE CORNER, 2 FEET NORTH OF A WHITE
 KB0197'WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL OF TRACK AND SET
 KB0197'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0197
 KB0197                          STATION RECOVERY (1973)
 KB0197
 KB0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0197'RECOVERED IN GOOD CONDITION.
 KB0197
 KB0197                          STATION RECOVERY (2005)
 KB0197
 KB0197'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0197'TO REACH FROM THE INTERSECTION OF CR 1100 E AND 370N GO NORTH ALONG
 KB0197'1100E +-0.3MI TO MARK ON THE RIGHT.  MARK IS 19' EAST OF ROAD, 46.5'
 KB0197'NE OF CROSSING SIGN, 2' WEST-NORTHWEST OF METAL FENE CORNER POST, 30'
 KB0197'NORTH OF NORTH RAIL, BURIED 14IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0029 ***********************************************************************
 KB0029  DESIGNATION -  L 177
 KB0029  PID         -  KB0029
 KB0029  STATE/COUNTY-  IL/COLES
 KB0029  USGS QUAD   -  ASHMORE (1982)
 KB0029
 KB0029                         *CURRENT SURVEY CONTROL
 KB0029  ___________________________________________________________________
 KB0029* NAD 83(1986)-  39 37 19.     (N)    088 04 11.     (W)     SCALED    
 KB0029* NAVD 88     -       194.891  (meters)     639.40   (feet)  ADJUSTED  
 KB0029  ___________________________________________________________________
 KB0029  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0029  DYNAMIC HT  -         194.783 (meters)     639.05  (feet)  COMP
 KB0029  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 KB0029
 KB0029  VERT ORDER  -  FIRST     CLASS II
 KB0029
 KB0029.The horizontal coordinates were scaled from a topographic map and have
 KB0029.an estimated accuracy of +/- 6 seconds.
 KB0029
 KB0029.The orthometric height was determined by differential leveling
 KB0029.and adjusted by the National Geodetic Survey in June 1991..
 KB0029
 KB0029.The geoid height was determined by GEOID03.
 KB0029
 KB0029.The dynamic height is computed by dividing the NAVD 88
 KB0029.geopotential number by the normal gravity value computed on the
 KB0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0029.degrees latitude (g = 980.6199 gals.).
 KB0029
 KB0029.The modeled gravity was interpolated from observed gravity values.
 KB0029
 KB0029;                    North         East    Units  Estimated Accuracy
 KB0029;SPC IL E     -   328,060.      322,630.      MT  (+/- 180 meters Scaled)
 KB0029
 KB0029                          SUPERSEDED SURVEY CONTROL
 KB0029
 KB0029  NGVD 29 (??/??/92)  194.971  (m)          639.67   (f) ADJ UNCH    1 2
 KB0029
 KB0029.Superseded values are not recommended for survey control.
 KB0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0029.See file dsdata.txt to determine how the superseded data were derived.
 KB0029
 KB0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ081863(NAD 83)
 KB0029_MARKER: DB = BENCH MARK DISK
 KB0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0029_SP_SET: BRIDGE
 KB0029_STAMPING: L 177 1956
 KB0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0029
 KB0029  HISTORY     - Date     Condition        Report By
 KB0029  HISTORY     - 1956     MONUMENTED       CGS
 KB0029  HISTORY     - 20050304 POOR             ILDT
 KB0029
 KB0029                          STATION DESCRIPTION
 KB0029
 KB0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0029'3.6 MI SW FROM OAKLAND.
 KB0029'ABOUT 3.55 MILES SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0029'LOUIS RAILROAD FROM THE STATION AT OAKLAND, ACROSS TRACK FROM
 KB0029'TELEPHONE POLE NO. 307/04, IN THE TOP OF NORTHWEST END OF
 KB0029'SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER EMBARRASS
 KB0029'RIVER, 8 FEET NORTHWEST OF NORTHWEST RAIL AND 1 FOOT BELOW LEVEL
 KB0029'OF TRACK.
 KB0029
 KB0029                          STATION RECOVERY (2005)
 KB0029
 KB0029'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0029'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1617 ***********************************************************************
 KA1617  DESIGNATION -  L 178 RESET 1976
 KA1617  PID         -  KA1617
 KA1617  STATE/COUNTY-  IL/EDGAR
 KA1617  USGS QUAD   -  PARIS NORTH (1979)
 KA1617
 KA1617                         *CURRENT SURVEY CONTROL
 KA1617  ___________________________________________________________________
 KA1617* NAD 83(1986)-  39 38 17.     (N)    087 42 36.     (W)     SCALED    
 KA1617* NAVD 88     -       204.81   (+/-2cm)     671.9    (feet)  VERTCON   
 KA1617  ___________________________________________________________________
 KA1617  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KA1617
 KA1617  VERT ORDER  -  THIRD (See Below)
 KA1617
 KA1617.The horizontal coordinates were scaled from a topographic map and have
 KA1617.an estimated accuracy of +/- 6 seconds.
 KA1617
 KA1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 KA1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KA1617.The vertical order pertains to the NGVD 29 superseded value.
 KA1617
 KA1617.The geoid height was determined by GEOID03.
 KA1617
 KA1617;                    North         East    Units  Estimated Accuracy
 KA1617;SPC IL E     -   330,000.      353,510.      MT  (+/- 180 meters Scaled)
 KA1617
 KA1617                          SUPERSEDED SURVEY CONTROL
 KA1617
 KA1617  NGVD 29 (03/28/06)  204.90   (m)          672.2    (f) RESET       3  
 KA1617
 KA1617.Superseded values are not recommended for survey control.
 KA1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1617.See file dsdata.txt to determine how the superseded data were derived.
 KA1617
 KA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ390878(NAD 83)
 KA1617_MARKER: DB = BENCH MARK DISK
 KA1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1617_STAMPING: L 178 RESET 1976
 KA1617_PROJECTION: FLUSH
 KA1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1617+STABILITY: SURFACE MOTION
 KA1617
 KA1617  HISTORY     - Date     Condition        Report By
 KA1617  HISTORY     - 1976     MONUMENTED       NGS
 KA1617
 KA1617                          STATION DESCRIPTION
 KA1617
 KA1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 KA1617'2.0 MI NORTH FROM PARIS.
 KA1617'FROM THE COURTHOUSE IN PARIS, GO 0.45 MILE WEST ALONG COURT STREET,
 KA1617'THENCE ABOUT 0.5 MILE NORTH AAONG JEFFERSON STREET, THENCE WEST ALONG
 KA1617'MAPLE AVENUE FOR 0.5 MILE, THENCE NORTH AND EAST ABOUT 1.4 MILE ALONG
 KA1617'A PAVED ROAD TO A T ROAD, THENCE NORTH FOR 0.4 MILE TO A CONCRETE
 KA1617'BRIDGE, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 48
 KA1617'FEET EAST OF THE CENTERLINE OF THE ROAD.
 KA1617'THE MARK IS 1 FT  N FROM A WITNESS POST.
 KA1617'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0133 ***********************************************************************
 NG0133  DESIGNATION -  L 18
 NG0133  PID         -  NG0133
 NG0133  STATE/COUNTY-  IL/COOK
 NG0133  USGS QUAD   -  EVANSTON (1995)
 NG0133
 NG0133                         *CURRENT SURVEY CONTROL
 NG0133  ___________________________________________________________________
 NG0133* NAD 83(1986)-  42 06 03.     (N)    087 43 44.     (W)     SCALED    
 NG0133* NAVD 88     -       195.251  (meters)     640.59   (feet)  POSTED    
 NG0133  ___________________________________________________________________
 NG0133  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NG0133  DYNAMIC HT  -         195.190 (meters)     640.39  (feet)  COMP
 NG0133  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 NG0133
 NG0133  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NG0133
 NG0133.The horizontal coordinates were scaled from a topographic map and have
 NG0133.an estimated accuracy of +/- 6 seconds.
 NG0133
 NG0133.The orthometric height was determined by differential leveling
 NG0133.and adjusted by the National Geodetic Survey in 1992..
 NG0133.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NG0133.rate of 4.1 thru 8.0 mm/km.
 NG0133
 NG0133.The geoid height was determined by GEOID03.
 NG0133
 NG0133.The dynamic height is computed by dividing the NAVD 88
 NG0133.geopotential number by the normal gravity value computed on the
 NG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0133.degrees latitude (g = 980.6199 gals.).
 NG0133
 NG0133.The modeled gravity was interpolated from observed gravity values.
 NG0133
 NG0133;                    North         East    Units  Estimated Accuracy
 NG0133;SPC IL E     -   603,480.      350,000.      MT  (+/- 180 meters Scaled)
 NG0133
 NG0133                          SUPERSEDED SURVEY CONTROL
 NG0133
 NG0133  NGVD 29 (??/??/92)  195.327  (m)          640.84   (f) ADJ UNCH    2 0
 NG0133
 NG0133.Superseded values are not recommended for survey control.
 NG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0133.See file dsdata.txt to determine how the superseded data were derived.
 NG0133
 NG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM397612(NAD 83)
 NG0133_MARKER: DB = BENCH MARK DISK
 NG0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0133_SP_SET: ABUTMENT
 NG0133_STAMPING: L 18 1934
 NG0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0133
 NG0133  HISTORY     - Date     Condition        Report By
 NG0133  HISTORY     - 1934     MONUMENTED       CGS
 NG0133  HISTORY     - 1973     MARK NOT FOUND   NGS
 NG0133
 NG0133                          STATION DESCRIPTION
 NG0133
 NG0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0133'AT WINNETKA.
 NG0133'AT WINNETKA, COOK COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NG0133'RAILWAY, 17 POLES NORTH OF MILEPOST 16, AT BRIDGE NO. 1326-1/2,
 NG0133'IN THE TOP OF THE WEST END OF THE NORTH STONE ABUTMENT, 14 FEET
 NG0133'WEST OF THE CENTERLINE OF THE WEST TRACK, AND ABOUT 2 FEET
 NG0133'BELOW THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED L 18
 NG0133'1934.
 NG0133
 NG0133                          STATION RECOVERY (1973)
 NG0133
 NG0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NG0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1324 ***********************************************************************
 JA1324  DESIGNATION -  L 181
 JA1324  PID         -  JA1324
 JA1324  STATE/COUNTY-  IL/LAWRENCE
 JA1324  USGS QUAD   -  VINCENNES (1998)
 JA1324
 JA1324                         *CURRENT SURVEY CONTROL
 JA1324  ___________________________________________________________________
 JA1324* NAD 83(1986)-  38 41 22.     (N)    087 32 00.     (W)     SCALED    
 JA1324* NAVD 88     -       124.414  (meters)     408.18   (feet)  ADJUSTED  
 JA1324  ___________________________________________________________________
 JA1324  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JA1324  DYNAMIC HT  -         124.337 (meters)     407.93  (feet)  COMP
 JA1324  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JA1324
 JA1324  VERT ORDER  -  FIRST     CLASS II
 JA1324
 JA1324.The horizontal coordinates were scaled from a topographic map and have
 JA1324.an estimated accuracy of +/- 6 seconds.
 JA1324
 JA1324.The orthometric height was determined by differential leveling
 JA1324.and adjusted by the National Geodetic Survey in June 1991..
 JA1324.WARNING-Repeat measurements at this control monument indicate possible
 JA1324.vertical movement.
 JA1324
 JA1324.The geoid height was determined by GEOID03.
 JA1324
 JA1324.The dynamic height is computed by dividing the NAVD 88
 JA1324.geopotential number by the normal gravity value computed on the
 JA1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1324.degrees latitude (g = 980.6199 gals.).
 JA1324
 JA1324.The modeled gravity was interpolated from observed gravity values.
 JA1324
 JA1324;                    North         East    Units  Estimated Accuracy
 JA1324;SPC IL E     -   224,810.      369,600.      MT  (+/- 180 meters Scaled)
 JA1324
 JA1324                          SUPERSEDED SURVEY CONTROL
 JA1324
 JA1324  NGVD 29 (??/??/92)  124.552  (m)          408.63   (f) ADJ UNCH    1 2
 JA1324
 JA1324.Superseded values are not recommended for survey control.
 JA1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1324.See file dsdata.txt to determine how the superseded data were derived.
 JA1324
 JA1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH536824(NAD 83)
 JA1324_MARKER: DB = BENCH MARK DISK
 JA1324_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1324_SP_SET: PIER
 JA1324_STAMPING: L 181 1956
 JA1324_MARK LOGO: CGS   
 JA1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JA1324
 JA1324  HISTORY     - Date     Condition        Report By
 JA1324  HISTORY     - 1956     MONUMENTED       CGS
 JA1324  HISTORY     - 1986     GOOD             NGS
 JA1324
 JA1324                          STATION DESCRIPTION
 JA1324
 JA1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1324'0.8 MI NW FROM VINCENNES.
 JA1324'IN LAWRENCE COUNTY, ILLINOIS, ABOUT 0.4 MILE NORTHWEST ALONG U.S.
 JA1324'HIGHWAY 50 FROM BRIDGE OVER WABASH RIVER AT VINCENNES, KNOX
 JA1324'COUNTY, INDIANA, THENCE ABOUT 0.4 MILE NORTHEAST ALONG STATE
 JA1324'HIGHWAY 33, AT THE OVERPASS OF THE BALTIMORE AND OHIO RAILROAD
 JA1324'OVER HIGHWAY 33, IN THE TOP OF THE SOUTHWEST END OF THE CONCRETE
 JA1324'BASE OF THE SOUTHEAST PIER OF OVERPASS, 14 1/2 FEET SOUTHEAST
 JA1324'OF CENTER LINE OF HIGHWAY 1 1/2 FEET NORTHEAST OF SOUTHWEST END
 JA1324'OF BASE OF PIER AND ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY.
 JA1324
 JA1324                          STATION RECOVERY (1986)
 JA1324
 JA1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1324'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 JA1324'BALTIMORE AND OHIO RAILROAD IS NOW THE CHESSIE SYSTEM RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1307 ***********************************************************************
 KA1307  CBN         -  This is a Cooperative Base Network Control Station.
 KA1307  DESIGNATION -  L 182
 KA1307  PID         -  KA1307
 KA1307  STATE/COUNTY-  IL/CRAWFORD
 KA1307  USGS QUAD   -  WEST UNION (1966)
 KA1307
 KA1307                         *CURRENT SURVEY CONTROL
 KA1307  ___________________________________________________________________
 KA1307* NAD 83(1997)-  39 07 47.36221(N)    087 39 59.73247(W)     ADJUSTED  
 KA1307* NAVD 88     -       138.700  (meters)     455.05   (feet)  ADJUSTED  
 KA1307  ___________________________________________________________________
 KA1307  X           -     201,712.412 (meters)                     COMP
 KA1307  Y           -  -4,950,219.325 (meters)                     COMP
 KA1307  Z           -   4,003,574.681 (meters)                     COMP
 KA1307  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 KA1307  ELLIP HEIGHT-         106.68  (meters)          (10/15/04) GPS OBS
 KA1307  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KA1307  DYNAMIC HT  -         138.619 (meters)     454.79  (feet)  COMP
 KA1307  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 KA1307
 KA1307  HORZ ORDER  -  B
 KA1307  VERT ORDER  -  FIRST     CLASS II
 KA1307  ELLP ORDER  -  FOURTH    CLASS II
 KA1307
 KA1307.The horizontal coordinates were established by GPS observations
 KA1307.and adjusted by the National Geodetic Survey in July 1998..
 KA1307
 KA1307.The orthometric height was determined by differential leveling
 KA1307.and adjusted by the National Geodetic Survey in June 1991..
 KA1307
 KA1307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KA1307
 KA1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1307
 KA1307.The ellipsoidal height was determined by GPS observations
 KA1307.and is referenced to NAD 83.
 KA1307
 KA1307.The geoid height was determined by GEOID03.
 KA1307
 KA1307.The dynamic height is computed by dividing the NAVD 88
 KA1307.geopotential number by the normal gravity value computed on the
 KA1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1307.degrees latitude (g = 980.6199 gals.).
 KA1307
 KA1307.The modeled gravity was interpolated from observed gravity values.
 KA1307
 KA1307;                    North         East     Units Scale Factor Converg.
 KA1307;SPC IL E     -   273,601.879   357,650.506   MT  1.00001591   +0 25 14.8
 KA1307;SPC IL E     -   897,642.16  1,173,391.70   sFT  1.00001591   +0 25 14.8
 KA1307;UTM  16      - 4,331,394.841   442,383.961   MT  0.99964087   -0 25 14.5
 KA1307
 KA1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1307!SPC IL E     -   0.99998326  x   1.00001591  =   0.99999917
 KA1307!UTM  16      -   0.99998326  x   0.99964087  =   0.99962414
 KA1307
 KA1307                          SUPERSEDED SURVEY CONTROL
 KA1307
 KA1307  ELLIP H (07/17/98)  106.70   (m)                       GP(       ) 4 1
 KA1307  NAVD 88 (07/17/98)  138.70   (m)          455.1    (f) LEVELING    3  
 KA1307  NGVD 29 (??/??/92)  138.826  (m)          455.46   (f) ADJ UNCH    1 2
 KA1307
 KA1307.Superseded values are not recommended for survey control.
 KA1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1307.See file dsdata.txt to determine how the superseded data were derived.
 KA1307
 KA1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4238431395(NAD 83)
 KA1307_MARKER: DB = BENCH MARK DISK
 KA1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1307_STAMPING: L 182 1956
 KA1307_MARK LOGO: CGS   
 KA1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 KA1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1307+STABILITY: SURFACE MOTION
 KA1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KA1307+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 KA1307
 KA1307  HISTORY     - Date     Condition        Report By
 KA1307  HISTORY     - 1956     MONUMENTED       CGS
 KA1307  HISTORY     - 1981     GOOD             AEROS
 KA1307  HISTORY     - 19860826 GOOD             NGS
 KA1307  HISTORY     - 19970228 GOOD             NGS
 KA1307  HISTORY     - 20001229 GOOD             ZAMBRA
 KA1307
 KA1307                          STATION DESCRIPTION
 KA1307
 KA1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1307'1.8 MI N FROM HUTSONVILLE.
 KA1307'1.5 MILES NORTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 KA1307'HUTSONVILLE, THENCE ABOUT 0.15 MILE WEST ALONG A BLACK TOP ROAD,
 KA1307'THENCE ABOUT 0.05 MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.15
 KA1307'MILE WEST AND 0.05 MILE NORTH FROM THE ENTRANCE TO CENTRAL
 KA1307'ILLINOIS PUBLIC SERVICE CO. POWER PLANT, 28 FEET EAST OF CENTER
 KA1307'LINE OF GRAVEL ROAD, 389 FEET NORTH OF CENTER LINE OF EAST-WEST
 KA1307'BLAKC TOP ROAD, 117 FEET WEST-NORTHWEST OF THE WEST LEG OF STEEL
 KA1307'POWER TRANSMISSION TOWER NO. 5, 23 FEET NORTHEAST OF NORTHEAST
 KA1307'RAIL OF A SIDE TRACK LEADING TO POWER PLANT, 1 FOOT SOUTHWEST
 KA1307'OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 KA1307'POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 KA1307'CONCRETE POST PROJECTING 4 INCHES.
 KA1307
 KA1307                          STATION RECOVERY (1981)
 KA1307
 KA1307'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 KA1307'RECOVERED IN GOOD CONDITION.
 KA1307
 KA1307                          STATION RECOVERY (1986)
 KA1307
 KA1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RLR)
 KA1307'TO REACH FROM THE WEST END OF THE BRIDGE OVER THE WABASH RIVER IN
 KA1307'HUTSONVILLE GO WEST ON EAST CLOVER STREET FOR 0.1 MILE (0.2 KM) TO A
 KA1307'CROSSROAD, NORTH PLEASANT STREET, TURN RIGHT AND GO NORTH FOR 1.4
 KA1307'MILES (2.3 KM) TO THE ENTRANCE OF CENTRAL ILLINOIS PUBLIC SERVICE
 KA1307'COMPANY HUTSONVILLE POWER PLANT AND THE ROAD CURVES WEST, BEAR LEFT
 KA1307'AND GO WEST FOR 0.1 MILE (0.2 KM) TO A SIDEROAD RIGHT, TURN RIGHT AND
 KA1307'GO NORTH FOR 0.07 MILE (0.11 KM) TO A OLD RAILROAD BED CROSSING AND
 KA1307'THE MARK ON RIGHT.  LOCATED 389.0 FEET (118.6 M) NORTH OF THE CENTER
 KA1307'OF THE EAST-WEST ROAD, 117.0 FEET (35.7 M) WEST OF THE WEST LEG OF A
 KA1307'STEEL POWER TRANSMISSION LINE TOWER NO 5, 28.0 FEET (8.5 M) EAST OF
 KA1307'CENTER OF THE NORTH-SOUTH ROAD AND 1.0 FOOT (0.3 M) SOUTH OF A SQUARE
 KA1307'CONCRETE FENCE POST AND WITNESS POST.
 KA1307
 KA1307                          STATION RECOVERY (1997)
 KA1307
 KA1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 KA1307'THE STATION IS LOCATED 1.8 MI (2.9 KM) NORTH OF HUTSONVILLE.  TO REACH
 KA1307'FROM THE WEST END OF THE BRIDGE OVER THE WABASH RIVER IN HUTSONVILLE,
 KA1307'GO WEST ON EAST CLOVER STREET FOR 0.1 MI (0.2 KM) TO NORTH PLEASANT
 KA1307'STREET, TURN RIGHT, NORTH, FOR 1.4 MI (2.3 KM) TO THE ENTRANCE OF
 KA1307'CENTRAL ILLINOIS PUBLIC SERVICE COMPANY HUTSONVILLE POWER PLANT WHERE
 KA1307'THE ROAD CURVES WEST, BEAR LEFT, WEST, FOR 0.1 MI (0.2 KM) TO A SIDE
 KA1307'ROAD RIGHT, TURN RIGHT, NORTH, FOR 0.07 MI (0.11 KM) TO AN OLD
 KA1307'RAILROAD BED CROSSING AND THE STATION ON THE RIGHT, 118.6 M (389.1 FT)
 KA1307'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 8.5 M (27.9 FT) EAST OF THE
 KA1307'CENTER OF THE NORTH-SOUTH ROAD, 35.7 M (117.1 FT) WEST OF THE WEST LEG
 KA1307'OF A STEEL TRANSMISSION LINE TOWER NO 5, 0.3 M (1.0 FT) SOUTHEAST OF A
 KA1307'TELEPHONE SPLICE BOX, AND 0.3 M (1.0 FT) SOUTH OF A SQUARE CONCRETE
 KA1307'FENCE POST AND WITNESS POST.
 KA1307
 KA1307                          STATION RECOVERY (2000)
 KA1307
 KA1307'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KA1307'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KA1307'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KA1307'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1493 ***********************************************************************
 KA1493  DESIGNATION -  L 183
 KA1493  PID         -  KA1493
 KA1493  STATE/COUNTY-  IL/EDGAR
 KA1493  USGS QUAD   -  PARIS SOUTH (1977)
 KA1493
 KA1493                         *CURRENT SURVEY CONTROL
 KA1493  ___________________________________________________________________
 KA1493* NAD 83(1986)-  39 35 22.     (N)    087 40 55.     (W)     SCALED    
 KA1493* NAVD 88     -       218.191  (meters)     715.85   (feet)  ADJUSTED  
 KA1493  ___________________________________________________________________
 KA1493  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KA1493  DYNAMIC HT  -         218.074 (meters)     715.46  (feet)  COMP
 KA1493  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 KA1493
 KA1493  VERT ORDER  -  FIRST     CLASS II
 KA1493
 KA1493.The horizontal coordinates were scaled from a topographic map and have
 KA1493.an estimated accuracy of +/- 6 seconds.
 KA1493
 KA1493.The orthometric height was determined by differential leveling
 KA1493.and adjusted by the National Geodetic Survey in June 1991..
 KA1493
 KA1493.The geoid height was determined by GEOID03.
 KA1493
 KA1493.The dynamic height is computed by dividing the NAVD 88
 KA1493.geopotential number by the normal gravity value computed on the
 KA1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1493.degrees latitude (g = 980.6199 gals.).
 KA1493
 KA1493.The modeled gravity was interpolated from observed gravity values.
 KA1493
 KA1493;                    North         East    Units  Estimated Accuracy
 KA1493;SPC IL E     -   324,620.      355,960.      MT  (+/- 180 meters Scaled)
 KA1493
 KA1493                          SUPERSEDED SURVEY CONTROL
 KA1493
 KA1493  NGVD 29 (??/??/92)  218.284  (m)          716.15   (f) ADJ UNCH    1 2
 KA1493
 KA1493.Superseded values are not recommended for survey control.
 KA1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1493.See file dsdata.txt to determine how the superseded data were derived.
 KA1493
 KA1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ414824(NAD 83)
 KA1493_MARKER: DB = BENCH MARK DISK
 KA1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1493_STAMPING: L 183 1956
 KA1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1493+STABILITY: SURFACE MOTION
 KA1493
 KA1493  HISTORY     - Date     Condition        Report By
 KA1493  HISTORY     - 1956     MONUMENTED       CGS
 KA1493  HISTORY     - 1965     MARK NOT FOUND   USGS
 KA1493
 KA1493                          STATION DESCRIPTION
 KA1493
 KA1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1493'1 MI SE FROM PARIS.
 KA1493'ABOUT 1.0 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KA1493'THE STATION AT PARIS, AT AN EAST-WEST ROAD CROSSING, IN SECTION
 KA1493'7, T. 13 N., R. 11 W., 22 FEET SOUTHWEST OF SOUTHWEST RAIL, 62
 KA1493'FEET WEST-NORTHWEST OF CENTER OF CROSSING, 24 FEET NORTH OF
 KA1493'CENTER LINE OF ROAD, 106 FEET NORTHWEST AND ACROSS ROAD FROM THE
 KA1493'NORTHWEST END OF SOUTHWEST CONCRETE HEAD WALL OF A 40-INCH PIPE
 KA1493'CULVERT UNDER TRACK, 1 FOOT NORTHEAST OF A FENCE LINE, 2 FEET
 KA1493'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL
 KA1493'OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KA1493'INCHES.
 KA1493
 KA1493                          STATION RECOVERY (1965)
 KA1493
 KA1493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KA1493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1479 ***********************************************************************
 KA1479  DESIGNATION -  L 184
 KA1479  PID         -  KA1479
 KA1479  STATE/COUNTY-  IL/DOUGLAS
 KA1479  USGS QUAD   -  BROCTON (1982)
 KA1479
 KA1479                         *CURRENT SURVEY CONTROL
 KA1479  ___________________________________________________________________
 KA1479* NAD 83(1986)-  39 44 38.     (N)    087 59 10.     (W)     SCALED    
 KA1479* NAVD 88     -       204.977  (meters)     672.50   (feet)  ADJUSTED  
 KA1479  ___________________________________________________________________
 KA1479  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1479  DYNAMIC HT  -         204.867 (meters)     672.13  (feet)  COMP
 KA1479  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 KA1479
 KA1479  VERT ORDER  -  FIRST     CLASS II
 KA1479
 KA1479.The horizontal coordinates were scaled from a topographic map and have
 KA1479.an estimated accuracy of +/- 6 seconds.
 KA1479
 KA1479.The orthometric height was determined by differential leveling
 KA1479.and adjusted by the National Geodetic Survey in June 1991..
 KA1479
 KA1479.The geoid height was determined by GEOID03.
 KA1479
 KA1479.The dynamic height is computed by dividing the NAVD 88
 KA1479.geopotential number by the normal gravity value computed on the
 KA1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1479.degrees latitude (g = 980.6199 gals.).
 KA1479
 KA1479.The modeled gravity was interpolated from observed gravity values.
 KA1479
 KA1479;                    North         East    Units  Estimated Accuracy
 KA1479;SPC IL E     -   341,620.      329,760.      MT  (+/- 180 meters Scaled)
 KA1479
 KA1479                          SUPERSEDED SURVEY CONTROL
 KA1479
 KA1479  NGVD 29 (??/??/92)  205.057  (m)          672.76   (f) ADJ UNCH    1 2
 KA1479
 KA1479.Superseded values are not recommended for survey control.
 KA1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1479.See file dsdata.txt to determine how the superseded data were derived.
 KA1479
 KA1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ155997(NAD 83)
 KA1479_MARKER: DB = BENCH MARK DISK
 KA1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1479_STAMPING: L 184 1956
 KA1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1479+STABILITY: SURFACE MOTION
 KA1479
 KA1479  HISTORY     - Date     Condition        Report By
 KA1479  HISTORY     - 1956     MONUMENTED       CGS
 KA1479
 KA1479                          STATION DESCRIPTION
 KA1479
 KA1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1479'7.1 MI NE FROM OAKLAND.
 KA1479'ABOUT 2.65 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1479'LOUIS RAILROAD FROM THE STATION AT OAKLAND, THENCE ABOUT 4.45
 KA1479'MILES NORTH ALONG A GRAVEL ROAD, IN SECTION 21, T. 15 N., R. 14
 KA1479'W., AT BROCTON AIRPORT, 22 FEET EAST OF CENTER LINE OF ROAD, 60
 KA1479'FEET SOUTHWEST AND ACROSS ROAD EAST FROM SOUTHWEST CORNER OF
 KA1479'HANGAR, 30 FEET SOUTH OF CENTER LINE OF ROAD EAST, 38 FEET
 KA1479'SOUTHEAST OF CENTER OF JUNCTION, 4 1/2 FEET SOUTH OF A POWER
 KA1479'POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 KA1479'BELOW LEVEL OF ROADS AND SET IN THE TOP OF A CONCRETE POST
 KA1479'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0003 ***********************************************************************
 MF0003  DESIGNATION -  L 19
 MF0003  PID         -  MF0003
 MF0003  STATE/COUNTY-  IL/KANE
 MF0003  USGS QUAD   -  GENEVA (1993)
 MF0003
 MF0003                         *CURRENT SURVEY CONTROL
 MF0003  ___________________________________________________________________
 MF0003* NAD 83(1986)-  41 57 03.     (N)    088 19 02.     (W)     SCALED    
 MF0003* NAVD 88     -       227.411  (meters)     746.10   (feet)  ADJUSTED  
 MF0003  ___________________________________________________________________
 MF0003  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MF0003  DYNAMIC HT  -         227.335 (meters)     745.85  (feet)  COMP
 MF0003  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 MF0003
 MF0003  VERT ORDER  -  SECOND    CLASS 0
 MF0003
 MF0003.The horizontal coordinates were scaled from a topographic map and have
 MF0003.an estimated accuracy of +/- 6 seconds.
 MF0003
 MF0003.The orthometric height was determined by differential leveling
 MF0003.and adjusted by the National Geodetic Survey in June 1991..
 MF0003
 MF0003.The geoid height was determined by GEOID03.
 MF0003
 MF0003.The dynamic height is computed by dividing the NAVD 88
 MF0003.geopotential number by the normal gravity value computed on the
 MF0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0003.degrees latitude (g = 980.6199 gals.).
 MF0003
 MF0003.The modeled gravity was interpolated from observed gravity values.
 MF0003
 MF0003;                    North         East    Units  Estimated Accuracy
 MF0003;SPC IL E     -   586,640.      301,340.      MT  (+/- 180 meters Scaled)
 MF0003
 MF0003                          SUPERSEDED SURVEY CONTROL
 MF0003
 MF0003  NGVD 29 (??/??/92)  227.484  (m)          746.34   (f) ADJ UNCH    2 0
 MF0003
 MF0003.Superseded values are not recommended for survey control.
 MF0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0003.See file dsdata.txt to determine how the superseded data were derived.
 MF0003
 MF0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM908451(NAD 83)
 MF0003_MARKER: DB = BENCH MARK DISK
 MF0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0003_STAMPING: L 19 1934
 MF0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0003+STABILITY: SURFACE MOTION
 MF0003
 MF0003  HISTORY     - Date     Condition        Report By
 MF0003  HISTORY     - 1934     MONUMENTED       CGS
 MF0003  HISTORY     - 1956     GOOD             NGS
 MF0003  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MF0003  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MF0003  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 MF0003  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 MF0003
 MF0003                          STATION DESCRIPTION
 MF0003
 MF0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MF0003'2.6 MI N FROM SAINT CHARLES.
 MF0003'2.6 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE CITY PARK AT
 MF0003'SAINT CHARLES, KANE COUNTY, AT A ROAD INTERSECTION, 60 FEET NORTH
 MF0003'OF THE CENTERLINE OF THE ROAD LEADING WEST, 27 FEET EAST OF THE
 MF0003'CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 MF0003'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED L 19 1934
 MF0003'AND SET IN THE TOP OF A CONCRETE POST.
 MF0003
 MF0003                          STATION RECOVERY (1988)
 MF0003
 MF0003'RECOVERY NOTE BY US POWER SQUADRON 1988 (EGH)
 MF0003'MARK NOT FOUND.
 MF0003
 MF0003                          STATION RECOVERY (1989)
 MF0003
 MF0003'RECOVERY NOTE BY US POWER SQUADRON 1989 (EW)
 MF0003'MARK NOT FOUND.
 MF0003
 MF0003                          STATION RECOVERY (1997)
 MF0003
 MF0003'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0003'MARK NOT FOUND.
 MF0003
 MF0003                          STATION RECOVERY (1998)
 MF0003
 MF0003'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0311 ***********************************************************************
 MG0311  DESIGNATION -  L 190
 MG0311  PID         -  MG0311
 MG0311  STATE/COUNTY-  IL/HENRY
 MG0311  USGS QUAD   -  ATKINSON (1991)
 MG0311
 MG0311                         *CURRENT SURVEY CONTROL
 MG0311  ___________________________________________________________________
 MG0311* NAD 83(1986)-  41 23 34.     (N)    090 00 04.     (W)     SCALED    
 MG0311* NAVD 88     -       231.950  (meters)     760.99   (feet)  ADJUSTED  
 MG0311  ___________________________________________________________________
 MG0311  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MG0311  DYNAMIC HT  -         231.858 (meters)     760.69  (feet)  COMP
 MG0311  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 MG0311
 MG0311  VERT ORDER  -  SECOND    CLASS 0
 MG0311
 MG0311.The horizontal coordinates were scaled from a topographic map and have
 MG0311.an estimated accuracy of +/- 6 seconds.
 MG0311
 MG0311.The orthometric height was determined by differential leveling
 MG0311.and adjusted by the National Geodetic Survey in June 1991..
 MG0311
 MG0311.The geoid height was determined by GEOID03.
 MG0311
 MG0311.The dynamic height is computed by dividing the NAVD 88
 MG0311.geopotential number by the normal gravity value computed on the
 MG0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0311.degrees latitude (g = 980.6199 gals.).
 MG0311
 MG0311.The modeled gravity was interpolated from observed gravity values.
 MG0311
 MG0311;                    North         East    Units  Estimated Accuracy
 MG0311;SPC IL W     -   524,660.      713,850.      MT  (+/- 180 meters Scaled)
 MG0311
 MG0311                          SUPERSEDED SURVEY CONTROL
 MG0311
 MG0311  NGVD 29 (??/??/92)  232.017  (m)          761.21   (f) ADJ UNCH    2 0
 MG0311
 MG0311.Superseded values are not recommended for survey control.
 MG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0311.See file dsdata.txt to determine how the superseded data were derived.
 MG0311
 MG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF507867(NAD 83)
 MG0311_MARKER: DB = BENCH MARK DISK
 MG0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0311_STAMPING: L 190 1959
 MG0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0311+STABILITY: SURFACE MOTION
 MG0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0311+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0311
 MG0311  HISTORY     - Date     Condition        Report By
 MG0311  HISTORY     - 1959     MONUMENTED       CGS
 MG0311  HISTORY     - 19960809 GOOD             USPSQD
 MG0311  HISTORY     - 20010919 GOOD             USPSQD
 MG0311  HISTORY     - 20040303 GOOD             USPSQD
 MG0311
 MG0311                          STATION DESCRIPTION
 MG0311
 MG0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0311'2.7 MI SE FROM ATKINSON.
 MG0311'ABOUT 1.7 MILES SOUTH ALONG BLACKTOP ROAD FROM THE ATKINSON HIGH
 MG0311'SCHOOL AT ATKINSON, THENCE 1.0 MILES EAST ALONG A GRAVEL ROAD,
 MG0311'AT A DRIVEWAY NORTH TO A FARM HOUSE, 30 FEET NORTH OF THE
 MG0311'CENTER LINE OF THE ROAD, 15.6 FEET EAST OF THE CENTER LINE OF
 MG0311'THE DRIVEWAY, 4 FEET SOUTHEAST OF FENCE CORNER, 8.6 FEET
 MG0311'NORTH-NORTHEAST OF A TELEPHONE POLE, 2.2 FEET SOUTH OF FENCE
 MG0311'LINE, 3.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 MG0311'THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MG0311'2 INCHES.
 MG0311
 MG0311                          STATION RECOVERY (1996)
 MG0311
 MG0311'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0311'RECOVERED IN GOOD CONDITION.
 MG0311
 MG0311                          STATION RECOVERY (2001)
 MG0311
 MG0311'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0311'RECOVERED IN GOOD CONDITION.
 MG0311
 MG0311                          STATION RECOVERY (2004)
 MG0311
 MG0311'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0998 ***********************************************************************
 MF0998  DESIGNATION -  L 191
 MF0998  PID         -  MF0998
 MF0998  STATE/COUNTY-  IL/BUREAU
 MF0998  USGS QUAD   -  MANLIUS (1983)
 MF0998
 MF0998                         *CURRENT SURVEY CONTROL
 MF0998  ___________________________________________________________________
 MF0998* NAD 83(1986)-  41 23 10.     (N)    089 44 31.     (W)     SCALED    
 MF0998* NAVD 88     -       204.619  (meters)     671.32   (feet)  ADJUSTED  
 MF0998  ___________________________________________________________________
 MF0998  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF0998  DYNAMIC HT  -         204.536 (meters)     671.05  (feet)  COMP
 MF0998  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 MF0998
 MF0998  VERT ORDER  -  SECOND    CLASS 0
 MF0998
 MF0998.The horizontal coordinates were scaled from a topographic map and have
 MF0998.an estimated accuracy of +/- 6 seconds.
 MF0998
 MF0998.The orthometric height was determined by differential leveling
 MF0998.and adjusted by the National Geodetic Survey in June 1991..
 MF0998
 MF0998.The geoid height was determined by GEOID03.
 MF0998
 MF0998.The dynamic height is computed by dividing the NAVD 88
 MF0998.geopotential number by the normal gravity value computed on the
 MF0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0998.degrees latitude (g = 980.6199 gals.).
 MF0998
 MF0998.The modeled gravity was interpolated from observed gravity values.
 MF0998
 MF0998;                    North         East    Units  Estimated Accuracy
 MF0998;SPC IL W     -   523,990.      735,520.      MT  (+/- 180 meters Scaled)
 MF0998
 MF0998                          SUPERSEDED SURVEY CONTROL
 MF0998
 MF0998  NGVD 29 (??/??/92)  204.698  (m)          671.58   (f) ADJ UNCH    2 0
 MF0998
 MF0998.Superseded values are not recommended for survey control.
 MF0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0998.See file dsdata.txt to determine how the superseded data were derived.
 MF0998
 MF0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL707852(NAD 83)
 MF0998_MARKER: DB = BENCH MARK DISK
 MF0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0998_STAMPING: L 191 1959
 MF0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0998+STABILITY: SURFACE MOTION
 MF0998
 MF0998  HISTORY     - Date     Condition        Report By
 MF0998  HISTORY     - 1959     MONUMENTED       CGS
 MF0998  HISTORY     - 1980     MARK NOT FOUND   USGS
 MF0998  HISTORY     - 19951025 MARK NOT FOUND   USPSQD
 MF0998  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF0998
 MF0998                          STATION DESCRIPTION
 MF0998
 MF0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0998'2 MI N FROM SHEFFIELD.
 MF0998'ABOUT 0.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF0998'ROCK ISLAND AND PACIFIC RAILWAY STATION AT SHEFFIELD, THENCE 1.8
 MF0998'MILES NORTH ALONG A GRAVEL ROAD, NEAR A FARM DRIVEWAY EAST TO
 MF0998'A HOUSE, AT A T-FENCE CORNER OF A BARN LOT, 32 FEET EAST OF
 MF0998'THE CENTER LINE OF THE ROAD, 100 FEET SOUTH OF THE CENTERLINE
 MF0998'OF THE DRIVEWAY, 10 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 MF0998'WEST OF FENCE LINE, 2 FEET WEST OF T-FENCE CORNER, 37 FEET
 MF0998'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CORN CRIB, 46
 MF0998'FEET NORTH OF THE NORTH END OF A BOARD GATE, 2.7 FEET EAST
 MF0998'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 MF0998'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MF0998
 MF0998                          STATION RECOVERY (1980)
 MF0998
 MF0998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MF0998'MARK NOT FOUND.
 MF0998
 MF0998                          STATION RECOVERY (1995)
 MF0998
 MF0998'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0998'MARK NOT FOUND.
 MF0998
 MF0998                          STATION RECOVERY (2001)
 MF0998
 MF0998'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0939 ***********************************************************************
 MF0939  DESIGNATION -  L 192
 MF0939  PID         -  MF0939
 MF0939  STATE/COUNTY-  IL/BUREAU
 MF0939  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0939
 MF0939                         *CURRENT SURVEY CONTROL
 MF0939  ___________________________________________________________________
 MF0939* NAD 83(1986)-  41 24 27.     (N)    089 24 31.     (W)     SCALED    
 MF0939* NAVD 88     -       219.343  (meters)     719.63   (feet)  ADJUSTED  
 MF0939  ___________________________________________________________________
 MF0939  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF0939  DYNAMIC HT  -         219.254 (meters)     719.34  (feet)  COMP
 MF0939  MODELED GRAV-     980,212.3   (mgal)                       NAVD 88
 MF0939
 MF0939  VERT ORDER  -  SECOND    CLASS 0
 MF0939
 MF0939.The horizontal coordinates were scaled from a topographic map and have
 MF0939.an estimated accuracy of +/- 6 seconds.
 MF0939
 MF0939.The orthometric height was determined by differential leveling
 MF0939.and adjusted by the National Geodetic Survey in June 1991..
 MF0939
 MF0939.The geoid height was determined by GEOID03.
 MF0939
 MF0939.The dynamic height is computed by dividing the NAVD 88
 MF0939.geopotential number by the normal gravity value computed on the
 MF0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0939.degrees latitude (g = 980.6199 gals.).
 MF0939
 MF0939.The modeled gravity was interpolated from observed gravity values.
 MF0939
 MF0939;                    North         East    Units  Estimated Accuracy
 MF0939;SPC IL W     -   526,560.      763,380.      MT  (+/- 180 meters Scaled)
 MF0939
 MF0939                          SUPERSEDED SURVEY CONTROL
 MF0939
 MF0939  NGVD 29 (??/??/92)  219.419  (m)          719.88   (f) ADJ UNCH    2 0
 MF0939
 MF0939.Superseded values are not recommended for survey control.
 MF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0939.See file dsdata.txt to determine how the superseded data were derived.
 MF0939
 MF0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL986867(NAD 83)
 MF0939_MARKER: DB = BENCH MARK DISK
 MF0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0939_STAMPING: L 192 1959
 MF0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0939+STABILITY: SURFACE MOTION
 MF0939
 MF0939  HISTORY     - Date     Condition        Report By
 MF0939  HISTORY     - 1959     MONUMENTED       CGS
 MF0939  HISTORY     - 19960416 GOOD             USPSQD
 MF0939  HISTORY     - 20010425 GOOD             USPSQD
 MF0939
 MF0939                          STATION DESCRIPTION
 MF0939
 MF0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0939'5.4 MI NE FROM PRINCETON.
 MF0939'ABOUT 2.35 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST
 MF0939'OFFICE AT PRINCETON, THENCE 1.65 MILES EAST ALONG A GRAVEL ROAD,
 MF0939'THENCE 1.1 MILES NORTH ALONG A GRAVEL ROAD, THENCE 0.25 MILES EAST
 MF0939'ALONG A GRAVEL ROAD, AT A RAILROAD CROSSING, 31 FEET NORTH OF THE
 MF0939'CENTER LINE OF THE ROAD, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 MF0939'OF THE SOUTHEAST TRACK, 2 FEET SOUTH OF FENCE LINE, 174 FEET
 MF0939'EAST-NORTHEAST OF THE CENTER LINE OF THE JUNCTION OF THE RAILROAD
 MF0939'AND ROAD, 2.7 FEET SOUTHEAST OF FENCE CORNER, 27 FEET SOUTH OF
 MF0939'TELEPHONE POLE, 2.6 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 MF0939'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 MF0939'INCHES.  THE MARK MAY BE REACHED FROM PRINCETON, BUREAU COUNTY,
 MF0939'BY GOING NORTHEAST FOR 3.6 MILES ALONG U.S. HIGHWAY 34 FROM THE
 MF0939'POST OFFICE, THENCE 0.95 MILES EAST ALONG GRAVEL ROAD.
 MF0939
 MF0939                          STATION RECOVERY (1996)
 MF0939
 MF0939'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0939'RECOVERED IN GOOD CONDITION.
 MF0939
 MF0939                          STATION RECOVERY (2001)
 MF0939
 MF0939'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0810 ***********************************************************************
 MF0810  DESIGNATION -  L 193
 MF0810  PID         -  MF0810
 MF0810  STATE/COUNTY-  IL/BUREAU
 MF0810  USGS QUAD   -  DEPUE (1979)
 MF0810
 MF0810                         *CURRENT SURVEY CONTROL
 MF0810  ___________________________________________________________________
 MF0810* NAD 83(1986)-  41 19 25.     (N)    089 19 02.     (W)     SCALED    
 MF0810* NAVD 88     -       143.598  (meters)     471.12   (feet)  ADJUSTED  
 MF0810  ___________________________________________________________________
 MF0810  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF0810  DYNAMIC HT  -         143.540 (meters)     470.93  (feet)  COMP
 MF0810  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 MF0810
 MF0810  VERT ORDER  -  FIRST     CLASS II
 MF0810
 MF0810.The horizontal coordinates were scaled from a topographic map and have
 MF0810.an estimated accuracy of +/- 6 seconds.
 MF0810
 MF0810.The orthometric height was determined by differential leveling
 MF0810.and adjusted by the National Geodetic Survey in June 1991..
 MF0810
 MF0810.The geoid height was determined by GEOID03.
 MF0810
 MF0810.The dynamic height is computed by dividing the NAVD 88
 MF0810.geopotential number by the normal gravity value computed on the
 MF0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0810.degrees latitude (g = 980.6199 gals.).
 MF0810
 MF0810.The modeled gravity was interpolated from observed gravity values.
 MF0810
 MF0810;                    North         East    Units  Estimated Accuracy
 MF0810;SPC IL W     -   517,310.      771,110.      MT  (+/- 180 meters Scaled)
 MF0810
 MF0810                          SUPERSEDED SURVEY CONTROL
 MF0810
 MF0810  NGVD 29 (??/??/92)  143.661  (m)          471.33   (f) ADJ UNCH    1 2
 MF0810
 MF0810.Superseded values are not recommended for survey control.
 MF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0810.See file dsdata.txt to determine how the superseded data were derived.
 MF0810
 MF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL060772(NAD 83)
 MF0810_MARKER: DB = BENCH MARK DISK
 MF0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0810_SP_SET: ABUTMENT
 MF0810_STAMPING: L 193 1959
 MF0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0810
 MF0810  HISTORY     - Date     Condition        Report By
 MF0810  HISTORY     - 1959     MONUMENTED       CGS
 MF0810  HISTORY     - 1960     GOOD             NGS
 MF0810  HISTORY     - 1981     GOOD             AEROS
 MF0810  HISTORY     - 19960316 GOOD             USPSQD
 MF0810  HISTORY     - 20010606 MARK NOT FOUND   USPSQD
 MF0810  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 MF0810
 MF0810                          STATION DESCRIPTION
 MF0810
 MF0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0810'0.6 MI W FROM DEPUE.
 MF0810'ABOUT 0.55 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0810'RAILROAD FROM THE STATION AT DEPUE, 0.45 MILE EAST OF MILEPOST 111,
 MF0810'SET IN TOP OF THE EAST END OF THE NORTH CONCRETE RETAINING WALL
 MF0810'TO A 30-FOOT BRIDGE WITH STONE ABUTMENTS, 3 1/2 FEET NORTH OF THE
 MF0810'NORTH RAIL OF THE NORTH TRACK, 1 FOOT WEST OF THE EAST END OF THE
 MF0810'WALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF TRACK.
 MF0810
 MF0810                          STATION RECOVERY (1981)
 MF0810
 MF0810'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 MF0810'RECOVERED IN GOOD CONDITION.
 MF0810
 MF0810                          STATION RECOVERY (1996)
 MF0810
 MF0810'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0810'RECOVERED IN GOOD CONDITION.
 MF0810
 MF0810                          STATION RECOVERY (2001)
 MF0810
 MF0810'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0810'MARK NOT FOUND.
 MF0810
 MF0810                          STATION RECOVERY (2005)
 MF0810
 MF0810'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0810'NORTH CONCRETE RETAINING WALL APPEARS TO HAVE BEEN RECONSTRUCTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0164 ***********************************************************************
 MG0164  DESIGNATION -  L 194
 MG0164  PID         -  MG0164
 MG0164  STATE/COUNTY-  IL/HENRY
 MG0164  USGS QUAD   -  ANDOVER (1991)
 MG0164
 MG0164                         *CURRENT SURVEY CONTROL
 MG0164  ___________________________________________________________________
 MG0164* NAD 83(1986)-  41 20 07.     (N)    090 19 10.     (W)     SCALED    
 MG0164* NAVD 88     -       236.571  (meters)     776.15   (feet)  ADJUSTED  
 MG0164  ___________________________________________________________________
 MG0164  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0164  DYNAMIC HT  -         236.477 (meters)     775.84  (feet)  COMP
 MG0164  MODELED GRAV-     980,217.8   (mgal)                       NAVD 88
 MG0164
 MG0164  VERT ORDER  -  SECOND    CLASS 0
 MG0164
 MG0164.The horizontal coordinates were scaled from a topographic map and have
 MG0164.an estimated accuracy of +/- 6 seconds.
 MG0164
 MG0164.The orthometric height was determined by differential leveling
 MG0164.and adjusted by the National Geodetic Survey in June 1991..
 MG0164
 MG0164.The geoid height was determined by GEOID03.
 MG0164
 MG0164.The dynamic height is computed by dividing the NAVD 88
 MG0164.geopotential number by the normal gravity value computed on the
 MG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0164.degrees latitude (g = 980.6199 gals.).
 MG0164
 MG0164.The modeled gravity was interpolated from observed gravity values.
 MG0164
 MG0164;                    North         East    Units  Estimated Accuracy
 MG0164;SPC IL W     -   518,270.      687,210.      MT  (+/- 180 meters Scaled)
 MG0164
 MG0164                          SUPERSEDED SURVEY CONTROL
 MG0164
 MG0164  NGVD 29 (??/??/92)  236.642  (m)          776.38   (f) ADJ UNCH    2 0
 MG0164
 MG0164.Superseded values are not recommended for survey control.
 MG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0164.See file dsdata.txt to determine how the superseded data were derived.
 MG0164
 MG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF243794(NAD 83)
 MG0164_MARKER: DB = BENCH MARK DISK
 MG0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0164_STAMPING: L 194 1959
 MG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0164+STABILITY: SURFACE MOTION
 MG0164
 MG0164  HISTORY     - Date     Condition        Report By
 MG0164  HISTORY     - 1959     MONUMENTED       CGS
 MG0164  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0164  HISTORY     - 20011026 POOR             USPSQD
 MG0164  HISTORY     - 20040616 MARK NOT FOUND   USPSQD
 MG0164
 MG0164                          STATION DESCRIPTION
 MG0164
 MG0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0164'4.1 MI SE FROM ORION.
 MG0164'THE MARK MAY BE REACHED FROM ANDOVER, HENRY COUNTY, BY GOING
 MG0164'WEST FOR 1.3 MILES ALONG STATE HIGHWAY 81 FROM THE POST OFFICE AT
 MG0164'ANDOVER, THENCE 2.3 MILES NORTH ALONG AN OILED ROAD.  NOTE-- ABOUT
 MG0164'0.25 MILES SOUTH ALONG A STREET FROM THE SOUTHEAST CORNER OF
 MG0164'THE MUNICIPAL PARK AT ORION, THENCE 2.1 MILES EAST ALONG A
 MG0164'BLACKTOP ROAD, 0.5 MILES SOUTH ALONG AN OILED ROAD, THENCE 0.95
 MG0164'MILES EAST ALONG AN OILED ROAD, THENCE 0.3 MILES SOUTH ALONG AN
 MG0164'OILED ROAD, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 MG0164'EAST OF FENCE LINE, 89 FEET SOUTH OF A T-FENCE CORNER, 2.5 FEET
 MG0164'SOUTH OF THE SOUTH END OF A WIRE GATE, 37 FEET SOUTH OF A TELEPHONE
 MG0164'POLE, 2.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 MG0164'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MG0164
 MG0164                          STATION RECOVERY (1996)
 MG0164
 MG0164'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0164'MARK NOT FOUND.
 MG0164
 MG0164                          STATION RECOVERY (2001)
 MG0164
 MG0164'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0164'THE WAS DISK MISSING, THE PIN/SHAFT WAS IN THE MONUMENT
 MG0164
 MG0164                          STATION RECOVERY (2004)
 MG0164
 MG0164'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0232 ***********************************************************************
 MG0232  DESIGNATION -  L 195 RESET
 MG0232  PID         -  MG0232
 MG0232  STATE/COUNTY-  IL/KNOX
 MG0232  USGS QUAD   -  WATAGA (1982)
 MG0232
 MG0232                         *CURRENT SURVEY CONTROL
 MG0232  ___________________________________________________________________
 MG0232* NAD 83(1986)-  41 06 26.     (N)    090 19 53.     (W)     SCALED    
 MG0232* NAVD 88     -       240.30   (meters)     788.4    (feet)  RESET     
 MG0232  ___________________________________________________________________
 MG0232  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MG0232
 MG0232  VERT ORDER  -  THIRD
 MG0232
 MG0232.The horizontal coordinates were scaled from a topographic map and have
 MG0232.an estimated accuracy of +/- 6 seconds.
 MG0232
 MG0232.The orthometric height was computed from unverified reset data.
 MG0232.No vertical observational check was made to the station.
 MG0232
 MG0232.The geoid height was determined by GEOID03.
 MG0232
 MG0232;                    North         East    Units  Estimated Accuracy
 MG0232;SPC IL W     -   492,950.      686,160.      MT  (+/- 180 meters Scaled)
 MG0232
 MG0232                          SUPERSEDED SURVEY CONTROL
 MG0232
 MG0232  NGVD 29 (??/??/??)  240.36   (m)          788.6    (f) RESET       3  
 MG0232
 MG0232.Superseded values are not recommended for survey control.
 MG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0232.See file dsdata.txt to determine how the superseded data were derived.
 MG0232
 MG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF240540(NAD 83)
 MG0232_MARKER: DB = BENCH MARK DISK
 MG0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0232_STAMPING: L 195 RESET 1965
 MG0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0232+STABILITY: SURFACE MOTION
 MG0232
 MG0232  HISTORY     - Date     Condition        Report By
 MG0232  HISTORY     - 1965     MONUMENTED       CGS
 MG0232  HISTORY     - 19971124 MARK NOT FOUND   USPSQD
 MG0232
 MG0232                          STATION DESCRIPTION
 MG0232
 MG0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MG0232'5.8 MI S FROM WOODHULL.
 MG0232'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0232'TANK AT WOODHULL, THENCE 5.0 MILES SOUTH ALONG A DIRT AND
 MG0232'GRAVEL ROAD, THENCE 0.4 MILE WEST ALONG A GRAVEL ROAD, ABOUT
 MG0232'0.1 MILE EAST OF AN OVERPASS OVER INTERSTATE 74, 64 FEET SOUTH
 MG0232'OF THE CENTERLINE OF THE ROAD AND 1.5 FEET EAST OF A METAL
 MG0232'WITNESS POST.  MARK SET IN TOP OF A CONCRETE POST PROJECTING
 MG0232'ABOUT 3 INCHES.
 MG0232
 MG0232                          STATION RECOVERY (1997)
 MG0232
 MG0232'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0110 ***********************************************************************
 LD0110  DESIGNATION -  L 196
 LD0110  PID         -  LD0110
 LD0110  STATE/COUNTY-  IL/KNOX
 LD0110  USGS QUAD   -  GALESBURG EAST (1982)
 LD0110
 LD0110                         *CURRENT SURVEY CONTROL
 LD0110  ___________________________________________________________________
 LD0110* NAD 83(1986)-  40 54 58.     (N)    090 16 08.     (W)     SCALED    
 LD0110* NAVD 88     -       225.753  (meters)     740.66   (feet)  ADJUSTED  
 LD0110  ___________________________________________________________________
 LD0110  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0110  DYNAMIC HT  -         225.652 (meters)     740.33  (feet)  COMP
 LD0110  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 LD0110
 LD0110  VERT ORDER  -  SECOND    CLASS 0
 LD0110
 LD0110.The horizontal coordinates were scaled from a topographic map and have
 LD0110.an estimated accuracy of +/- 6 seconds.
 LD0110
 LD0110.The orthometric height was determined by differential leveling
 LD0110.and adjusted by the National Geodetic Survey in June 1991..
 LD0110
 LD0110.The geoid height was determined by GEOID03.
 LD0110
 LD0110.The dynamic height is computed by dividing the NAVD 88
 LD0110.geopotential number by the normal gravity value computed on the
 LD0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0110.degrees latitude (g = 980.6199 gals.).
 LD0110
 LD0110.The modeled gravity was interpolated from observed gravity values.
 LD0110
 LD0110;                    North         East    Units  Estimated Accuracy
 LD0110;SPC IL W     -   471,720.      691,390.      MT  (+/- 180 meters Scaled)
 LD0110
 LD0110                          SUPERSEDED SURVEY CONTROL
 LD0110
 LD0110  NGVD 29 (??/??/92)  225.812  (m)          740.85   (f) ADJ UNCH    2 0
 LD0110
 LD0110.Superseded values are not recommended for survey control.
 LD0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0110.See file dsdata.txt to determine how the superseded data were derived.
 LD0110
 LD0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF299330(NAD 83)
 LD0110_MARKER: DB = BENCH MARK DISK
 LD0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0110_SP_SET: CULVERT
 LD0110_STAMPING: L 196 1959
 LD0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0110
 LD0110  HISTORY     - Date     Condition        Report By
 LD0110  HISTORY     - 1959     MONUMENTED       CGS
 LD0110  HISTORY     - 19971112 MARK NOT FOUND   USPSQD
 LD0110
 LD0110                          STATION DESCRIPTION
 LD0110
 LD0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0110'1.2 MI NE FROM KNOXVILLE.
 LD0110'ABOUT 0.7 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0110'AT KNOXVILLE, THENCE 0.55 MILES NORTH ALONG A GRAVEL ROAD, SET
 LD0110'IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 LD0110'CULVERT, 15 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.6 FEET
 LD0110'NORTH OF THE SOUTH END OF THE HEADWALL, ABOUT 1/2 FOOT BELOW THE
 LD0110'LEVEL OF THE ROAD.
 LD0110
 LD0110                          STATION RECOVERY (1997)
 LD0110
 LD0110'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1442 ***********************************************************************
 LC1442  DESIGNATION -  L 197
 LC1442  PID         -  LC1442
 LC1442  STATE/COUNTY-  IL/PEORIA
 LC1442  USGS QUAD   -  OAK HILL (1997)
 LC1442
 LC1442                         *CURRENT SURVEY CONTROL
 LC1442  ___________________________________________________________________
 LC1442* NAD 83(1986)-  40 49 34.     (N)    089 51 29.     (W)     SCALED    
 LC1442* NAVD 88     -       199.806  (meters)     655.53   (feet)  ADJUSTED  
 LC1442  ___________________________________________________________________
 LC1442  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1442  DYNAMIC HT  -         199.715 (meters)     655.23  (feet)  COMP
 LC1442  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 LC1442
 LC1442  VERT ORDER  -  SECOND    CLASS 0
 LC1442
 LC1442.The horizontal coordinates were scaled from a topographic map and have
 LC1442.an estimated accuracy of +/- 6 seconds.
 LC1442
 LC1442.The orthometric height was determined by differential leveling
 LC1442.and adjusted by the National Geodetic Survey in June 1991..
 LC1442
 LC1442.The geoid height was determined by GEOID03.
 LC1442
 LC1442.The dynamic height is computed by dividing the NAVD 88
 LC1442.geopotential number by the normal gravity value computed on the
 LC1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1442.degrees latitude (g = 980.6199 gals.).
 LC1442
 LC1442.The modeled gravity was interpolated from observed gravity values.
 LC1442
 LC1442;                    North         East    Units  Estimated Accuracy
 LC1442;SPC IL W     -   461,760.      726,030.      MT  (+/- 180 meters Scaled)
 LC1442
 LC1442                          SUPERSEDED SURVEY CONTROL
 LC1442
 LC1442  NGVD 29 (??/??/92)  199.890  (m)          655.81   (f) ADJ UNCH    2 0
 LC1442
 LC1442.Superseded values are not recommended for survey control.
 LC1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1442.See file dsdata.txt to determine how the superseded data were derived.
 LC1442
 LC1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL589233(NAD 83)
 LC1442_MARKER: DB = BENCH MARK DISK
 LC1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1442_SP_SET: CULVERT
 LC1442_STAMPING: L 197 1959
 LC1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1442
 LC1442  HISTORY     - Date     Condition        Report By
 LC1442  HISTORY     - 1959     MONUMENTED       CGS
 LC1442  HISTORY     - 19981214 GOOD             USPSQD
 LC1442
 LC1442                          STATION DESCRIPTION
 LC1442
 LC1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1442'1.6 MI SE FROM BRIMFIELD.
 LC1442'ABOUT 1.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1442'STATION AT BRIMFIELD, SET IN THE TOP OF THE SOUTHEAST END OF THE
 LC1442'SOUTHWEST HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 21 FEET SOUTHWEST
 LC1442'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 55 YARDS SOUTHEAST OF A
 LC1442'DRIVEWAY SOUTHWEST TO A FARM HOUSE, ABOUT 1 FOOT BELOW THE LEVEL
 LC1442'OF THE HIGHWAY.
 LC1442
 LC1442                          STATION RECOVERY (1998)
 LC1442
 LC1442'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1483 ***********************************************************************
 LC1483  DESIGNATION -  L 198
 LC1483  PID         -  LC1483
 LC1483  STATE/COUNTY-  IL/PEORIA
 LC1483  USGS QUAD   -  PEORIA WEST (1996)
 LC1483
 LC1483                         *CURRENT SURVEY CONTROL
 LC1483  ___________________________________________________________________
 LC1483* NAD 83(1986)-  40 44 28.     (N)    089 42 18.     (W)     SCALED    
 LC1483* NAVD 88     -       151.283  (meters)     496.33   (feet)  ADJUSTED  
 LC1483  ___________________________________________________________________
 LC1483  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC1483  DYNAMIC HT  -         151.214 (meters)     496.11  (feet)  COMP
 LC1483  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 LC1483
 LC1483  VERT ORDER  -  SECOND    CLASS 0
 LC1483
 LC1483.The horizontal coordinates were scaled from a topographic map and have
 LC1483.an estimated accuracy of +/- 6 seconds.
 LC1483
 LC1483.The orthometric height was determined by differential leveling
 LC1483.and adjusted by the National Geodetic Survey in June 1991..
 LC1483
 LC1483.The geoid height was determined by GEOID03.
 LC1483
 LC1483.The dynamic height is computed by dividing the NAVD 88
 LC1483.geopotential number by the normal gravity value computed on the
 LC1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1483.degrees latitude (g = 980.6199 gals.).
 LC1483
 LC1483.The modeled gravity was interpolated from observed gravity values.
 LC1483
 LC1483;                    North         East    Units  Estimated Accuracy
 LC1483;SPC IL W     -   452,380.      738,990.      MT  (+/- 180 meters Scaled)
 LC1483
 LC1483                          SUPERSEDED SURVEY CONTROL
 LC1483
 LC1483  NGVD 29 (??/??/92)  151.369  (m)          496.62   (f) ADJ UNCH    2 0
 LC1483
 LC1483.Superseded values are not recommended for survey control.
 LC1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1483.See file dsdata.txt to determine how the superseded data were derived.
 LC1483
 LC1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL716135(NAD 83)
 LC1483_MARKER: DB = BENCH MARK DISK
 LC1483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1483_SP_SET: BRIDGE
 LC1483_STAMPING: L 198 1959
 LC1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1483
 LC1483  HISTORY     - Date     Condition        Report By
 LC1483  HISTORY     - 1959     MONUMENTED       CGS
 LC1483  HISTORY     - 19990305 MARK NOT FOUND   USPSQD
 LC1483
 LC1483                          STATION DESCRIPTION
 LC1483
 LC1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1483'5 MI SE FROM KICKAPOO.
 LC1483'ABOUT 2.15 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NORTHWEST
 LC1483'CORNER OF THE CITY PARK AT KICKAPOO, THENCE 2.75 MILES SOUTH
 LC1483'ALONG A GRAVEL ROAD, THENCE 0.15 MILES EAST ALONG STATE HIGHWAY
 LC1483'8, SET IN THE TOP OF THE SOUTH END OF THE WINGWALL AT THE
 LC1483'SOUTHEAST CORNER OF A 20-FOOT CONCRETE BRIDGE, 15 FEET SOUTHWEST
 LC1483'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1/2 FOOT ABOVE THE LEVEL
 LC1483'OF THE HIGHWAY.
 LC1483
 LC1483                          STATION RECOVERY (1999)
 LC1483
 LC1483'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0955 ***********************************************************************
 LC0955  DESIGNATION -  L 199
 LC0955  PID         -  LC0955
 LC0955  STATE/COUNTY-  IL/MCLEAN
 LC0955  USGS QUAD   -  DANVERS (1970)
 LC0955
 LC0955                         *CURRENT SURVEY CONTROL
 LC0955  ___________________________________________________________________
 LC0955* NAD 83(1986)-  40 34 53.     (N)    089 09 35.     (W)     SCALED    
 LC0955* NAVD 88     -       232.228  (meters)     761.90   (feet)  ADJUSTED  
 LC0955  ___________________________________________________________________
 LC0955  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0955  DYNAMIC HT  -         232.121 (meters)     761.55  (feet)  COMP
 LC0955  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 LC0955
 LC0955  VERT ORDER  -  SECOND    CLASS 0
 LC0955
 LC0955.The horizontal coordinates were scaled from a topographic map and have
 LC0955.an estimated accuracy of +/- 6 seconds.
 LC0955
 LC0955.The orthometric height was determined by differential leveling
 LC0955.and adjusted by the National Geodetic Survey in June 1991..
 LC0955
 LC0955.The geoid height was determined by GEOID03.
 LC0955
 LC0955.The dynamic height is computed by dividing the NAVD 88
 LC0955.geopotential number by the normal gravity value computed on the
 LC0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0955.degrees latitude (g = 980.6199 gals.).
 LC0955
 LC0955.The modeled gravity was interpolated from observed gravity values.
 LC0955
 LC0955;                    North         East    Units  Estimated Accuracy
 LC0955;SPC IL E     -   434,880.      230,040.      MT  (+/- 180 meters Scaled)
 LC0955
 LC0955                          SUPERSEDED SURVEY CONTROL
 LC0955
 LC0955  NGVD 29 (??/??/92)  232.294  (m)          762.12   (f) ADJ UNCH    2 0
 LC0955
 LC0955.Superseded values are not recommended for survey control.
 LC0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0955.See file dsdata.txt to determine how the superseded data were derived.
 LC0955
 LC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK172945(NAD 83)
 LC0955_MARKER: DB = BENCH MARK DISK
 LC0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0955_SP_SET: CULVERT
 LC0955_STAMPING: L 199 1959
 LC0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0955
 LC0955  HISTORY     - Date     Condition        Report By
 LC0955  HISTORY     - 1959     MONUMENTED       CGS
 LC0955  HISTORY     - 1988     GOOD             USPSQD
 LC0955
 LC0955                          STATION DESCRIPTION
 LC0955
 LC0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0955'1.4 MI W FROM CARLOCK.
 LC0955'ABOUT 1.35 MILES WEST ALONG AN ASPHALT ROAD FROM THE CHICAGO
 LC0955'AND ST. LOUIS RAILROAD STATION AT CARLOCK, SET IN THE TOP OF THE
 LC0955'WEST END OF THE SOUTH HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT,
 LC0955'15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT BELOW
 LC0955'THE LEVEL OF THE ROAD.
 LC0955
 LC0955                          STATION RECOVERY (1988)
 LC0955
 LC0955'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0032 ***********************************************************************
 MF0032  DESIGNATION -  L 20
 MF0032  PID         -  MF0032
 MF0032  STATE/COUNTY-  IL/KENDALL
 MF0032  USGS QUAD   -  PLATTVILLE (1993)
 MF0032
 MF0032                         *CURRENT SURVEY CONTROL
 MF0032  ___________________________________________________________________
 MF0032* NAD 83(1986)-  41 36 40.     (N)    088 26 22.     (W)     SCALED    
 MF0032* NAVD 88     -       223.939  (meters)     734.71   (feet)  ADJUSTED  
 MF0032  ___________________________________________________________________
 MF0032  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0032  DYNAMIC HT  -         223.857 (meters)     734.44  (feet)  COMP
 MF0032  MODELED GRAV-     980,251.5   (mgal)                       NAVD 88
 MF0032
 MF0032  VERT ORDER  -  SECOND    CLASS 0
 MF0032
 MF0032.The horizontal coordinates were scaled from a topographic map and have
 MF0032.an estimated accuracy of +/- 6 seconds.
 MF0032
 MF0032.The orthometric height was determined by differential leveling
 MF0032.and adjusted by the National Geodetic Survey in June 1991..
 MF0032
 MF0032.The geoid height was determined by GEOID03.
 MF0032
 MF0032.The dynamic height is computed by dividing the NAVD 88
 MF0032.geopotential number by the normal gravity value computed on the
 MF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0032.degrees latitude (g = 980.6199 gals.).
 MF0032
 MF0032.The modeled gravity was interpolated from observed gravity values.
 MF0032
 MF0032;                    North         East    Units  Estimated Accuracy
 MF0032;SPC IL E     -   548,920.      291,160.      MT  (+/- 180 meters Scaled)
 MF0032
 MF0032                          SUPERSEDED SURVEY CONTROL
 MF0032
 MF0032  NGVD 29 (??/??/92)  224.009  (m)          734.94   (f) ADJ UNCH    2 0
 MF0032
 MF0032.Superseded values are not recommended for survey control.
 MF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0032.See file dsdata.txt to determine how the superseded data were derived.
 MF0032
 MF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM800076(NAD 83)
 MF0032_MARKER: DB = BENCH MARK DISK
 MF0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0032_STAMPING: L 20 1934
 MF0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0032+STABILITY: SURFACE MOTION
 MF0032
 MF0032  HISTORY     - Date     Condition        Report By
 MF0032  HISTORY     - 1934     MONUMENTED       CGS
 MF0032  HISTORY     - 1973     MARK NOT FOUND   NGS
 MF0032  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MF0032  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF0032  HISTORY     - 20020430 GOOD             USPSQD
 MF0032
 MF0032                          STATION DESCRIPTION
 MF0032
 MF0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0032'2.1 MI S FROM YORKVILLE.
 MF0032'2.1 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE COUNTY COURTHOUSE
 MF0032'AT YORKVILLE, KENDALL COUNTY, 429 FEET SOUTH OF THE CENTERLINE
 MF0032'OF A FARM DRIVEWAY, 35 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 MF0032'3 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE
 MF0032'HIGHWAY.  A STANDARD DISK, STAMPED L 20 1934 AND SET IN THE TOP
 MF0032'OF A CONCRETE POST.  21 FT EAST OF RIGHT OF WAY FENCE.  45 FT
 MF0032'SOUTH OF 3RD. CULVERT UNDER STATE HIGHWAY 47.
 MF0032
 MF0032                          STATION RECOVERY (1973)
 MF0032
 MF0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MF0032'MARK NOT FOUND.
 MF0032
 MF0032                          STATION RECOVERY (1989)
 MF0032
 MF0032'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 MF0032'MARK NOT FOUND.
 MF0032
 MF0032                          STATION RECOVERY (2001)
 MF0032
 MF0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0032
 MF0032                          STATION RECOVERY (2002)
 MF0032
 MF0032'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEG)
 MF0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0232 ***********************************************************************
 LC0232  DESIGNATION -  L 200
 LC0232  PID         -  LC0232
 LC0232  STATE/COUNTY-  IL/CHAMPAIGN
 LC0232  USGS QUAD   -  RISING (1975)
 LC0232
 LC0232                         *CURRENT SURVEY CONTROL
 LC0232  ___________________________________________________________________
 LC0232* NAD 83(1986)-  40 09 22.     (N)    088 15 27.     (W)     SCALED    
 LC0232* NAVD 88     -       227.380  (meters)     746.00   (feet)  ADJUSTED  
 LC0232  ___________________________________________________________________
 LC0232  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC0232  DYNAMIC HT  -         227.265 (meters)     745.62  (feet)  COMP
 LC0232  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 LC0232
 LC0232  VERT ORDER  -  SECOND    CLASS 0
 LC0232
 LC0232.The horizontal coordinates were scaled from a topographic map and have
 LC0232.an estimated accuracy of +/- 6 seconds.
 LC0232
 LC0232.The orthometric height was determined by differential leveling
 LC0232.and adjusted by the National Geodetic Survey in June 1991..
 LC0232
 LC0232.The geoid height was determined by GEOID03.
 LC0232
 LC0232.The dynamic height is computed by dividing the NAVD 88
 LC0232.geopotential number by the normal gravity value computed on the
 LC0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0232.degrees latitude (g = 980.6199 gals.).
 LC0232
 LC0232.The modeled gravity was interpolated from observed gravity values.
 LC0232
 LC0232;                    North         East    Units  Estimated Accuracy
 LC0232;SPC IL E     -   387,340.      306,460.      MT  (+/- 180 meters Scaled)
 LC0232
 LC0232                          SUPERSEDED SURVEY CONTROL
 LC0232
 LC0232  NGVD 29 (??/??/92)  227.417  (m)          746.12   (f) ADJ UNCH    2 0
 LC0232
 LC0232.Superseded values are not recommended for survey control.
 LC0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0232.See file dsdata.txt to determine how the superseded data were derived.
 LC0232
 LC0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK929458(NAD 83)
 LC0232_MARKER: DB = BENCH MARK DISK
 LC0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0232_STAMPING: L 200 1959
 LC0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0232+STABILITY: SURFACE MOTION
 LC0232
 LC0232  HISTORY     - Date     Condition        Report By
 LC0232  HISTORY     - 1959     MONUMENTED       CGS
 LC0232  HISTORY     - 1973     GOOD             NGS
 LC0232  HISTORY     - 1984     GOOD             LOCSUR
 LC0232
 LC0232                          STATION DESCRIPTION
 LC0232
 LC0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0232'3.6 MI N FROM CHAMPAIGN.
 LC0232'ABOUT 1.6 MILES NORTH AND NORTHWEST ALONG U.S. HIGHWAY 150 FROM
 LC0232'ITS JUNCTION WITH THE ILLINOIS CENTRAL RIALROAD IN THE NORTHWEST
 LC0232'PART OF CHAMPAIGN, THENCE 1.0 MILE NORTH ALONG AN ASPHALT ROAD,
 LC0232'THENCE 1.0 MILE EAST ALONG AN OILED ROAD, AT THE JUNCTION OF A
 LC0232'CROSS ROAD, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28
 LC0232'FEET EAST OF THE CENTER LINE OF NORTH-SOUTH ROAD, 40 FEET
 LC0232'SOUTHEAST OF THE CENTER OF THE JUNCTION, 2 FEET NORTH OF A FENCE,
 LC0232'4 FEET EAST-NORTHEAST OF A POWER POLE, 5 1/2 FEET EAST-NORTHEAST
 LC0232'OF A FENCE CORNER, 2.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1
 LC0232'FOOT ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 LC0232'POST PROJECTING 3 INCHES.
 LC0232
 LC0232                          STATION RECOVERY (1973)
 LC0232
 LC0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0232'RECOVERED IN GOOD CONDITION.
 LC0232
 LC0232                          STATION RECOVERY (1984)
 LC0232
 LC0232'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LC0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2051 ***********************************************************************
 LC2051  DESIGNATION -  L 200 RESET
 LC2051  PID         -  LC2051
 LC2051  STATE/COUNTY-  IL/CHAMPAIGN
 LC2051  USGS QUAD   -  RISING (1975)
 LC2051
 LC2051                         *CURRENT SURVEY CONTROL
 LC2051  ___________________________________________________________________
 LC2051* NAD 83(1986)-  40 09 22.     (N)    088 15 27.     (W)     SCALED    
 LC2051* NAVD 88     -       228.15   (meters)     748.5    (feet)  RESET     
 LC2051  ___________________________________________________________________
 LC2051  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LC2051
 LC2051  VERT ORDER  -  THIRD
 LC2051
 LC2051.The horizontal coordinates were scaled from a topographic map and have
 LC2051.an estimated accuracy of +/- 6 seconds.
 LC2051
 LC2051.The orthometric height was computed from unverified reset data.
 LC2051.No vertical observational check was made to the station.
 LC2051
 LC2051.The geoid height was determined by GEOID03.
 LC2051
 LC2051;                    North         East    Units  Estimated Accuracy
 LC2051;SPC IL E     -   387,340.      306,460.      MT  (+/- 180 meters Scaled)
 LC2051
 LC2051                          SUPERSEDED SURVEY CONTROL
 LC2051
 LC2051  NGVD 29 (03/28/06)  228.19   (m)          748.7    (f) RESET       3  
 LC2051
 LC2051.Superseded values are not recommended for survey control.
 LC2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2051.See file dsdata.txt to determine how the superseded data were derived.
 LC2051
 LC2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK929458(NAD 83)
 LC2051_MARKER: DV = VERTICAL CONTROL DISK
 LC2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC2051_SP_SET: CONCRETE POST
 LC2051_STAMPING: L 200 RESET 1989
 LC2051_MARK LOGO: NGS   
 LC2051_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC2051+STABILITY: SURFACE MOTION
 LC2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC2051+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LC2051
 LC2051  HISTORY     - Date     Condition        Report By
 LC2051  HISTORY     - 1989     MONUMENTED       NGS
 LC2051  HISTORY     - 20051215 MARK NOT FOUND   ILDT
 LC2051
 LC2051                          STATION DESCRIPTION
 LC2051
 LC2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LC2051'2.5 KM (1.6 MI) NORTH ALONG PROSPECT AVENUE (TOWNSHIP ROAD 1100E)
 LC2051'FROM ITS JUNCTION WITH I-74 (EXIT 181) ON THE NORTH SIDE OF
 LC2051'CHAMPAIGN, 119.4 M (391.7 FT) NORTH OF THE INTERSECTION OF TOWNSHIP
 LC2051'ROADS 1100E (PROSPECT AVENUE) AND 1900N, 8.7 M (28.5 FT) WEST OF THE
 LC2051'CENTERLINE OF PROSPECT AVENUE, 0.9 M (3.0 FT) SOUTH OF A UTILITY POLE
 LC2051'AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST, ON TOP OF A
 LC2051'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 M (1.6 FT) 0.5 M (1.6 FT)
 LC2051'HIGHER THAN PROSPECT AVENUE.
 LC2051
 LC2051                          STATION RECOVERY (2005)
 LC2051
 LC2051'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC2051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0292 ***********************************************************************
 LC0292  DESIGNATION -  L 201
 LC0292  PID         -  LC0292
 LC0292  STATE/COUNTY-  IL/FORD
 LC0292  USGS QUAD   -  PAXTON (1984)
 LC0292
 LC0292                         *CURRENT SURVEY CONTROL
 LC0292  ___________________________________________________________________
 LC0292* NAD 83(1986)-  40 24 31.     (N)    088 07 01.     (W)     SCALED    
 LC0292* NAVD 88     -       227.212  (meters)     745.44   (feet)  ADJUSTED  
 LC0292  ___________________________________________________________________
 LC0292  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LC0292  DYNAMIC HT  -         227.103 (meters)     745.09  (feet)  COMP
 LC0292  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 LC0292
 LC0292  VERT ORDER  -  SECOND    CLASS 0
 LC0292
 LC0292.The horizontal coordinates were scaled from a topographic map and have
 LC0292.an estimated accuracy of +/- 6 seconds.
 LC0292
 LC0292.The orthometric height was determined by differential leveling
 LC0292.and adjusted by the National Geodetic Survey in June 1991..
 LC0292
 LC0292.The geoid height was determined by GEOID03.
 LC0292
 LC0292.The dynamic height is computed by dividing the NAVD 88
 LC0292.geopotential number by the normal gravity value computed on the
 LC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0292.degrees latitude (g = 980.6199 gals.).
 LC0292
 LC0292.The modeled gravity was interpolated from observed gravity values.
 LC0292
 LC0292;                    North         East    Units  Estimated Accuracy
 LC0292;SPC IL E     -   415,390.      318,370.      MT  (+/- 180 meters Scaled)
 LC0292
 LC0292                          SUPERSEDED SURVEY CONTROL
 LC0292
 LC0292  NGVD 29 (??/??/92)  227.267  (m)          745.63   (f) ADJ UNCH    2 0
 LC0292
 LC0292.Superseded values are not recommended for survey control.
 LC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0292.See file dsdata.txt to determine how the superseded data were derived.
 LC0292
 LC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK052737(NAD 83)
 LC0292_MARKER: DB = BENCH MARK DISK
 LC0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0292_SP_SET: CULVERT
 LC0292_STAMPING: L 201 1959
 LC0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0292
 LC0292  HISTORY     - Date     Condition        Report By
 LC0292  HISTORY     - 1959     MONUMENTED       CGS
 LC0292  HISTORY     - 1973     GOOD             NGS
 LC0292
 LC0292                          STATION DESCRIPTION
 LC0292
 LC0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0292'1.6 MI NE FROM LUDLOW.
 LC0292'ABOUT 0.85 MILES NORTHEAST ALONG AN ASPHALT ROAD FROM THE POST
 LC0292'OFFICE AT LUDLOW, THENCE 0.7 MILES NORTHEAST ALONG U.S. HIGHWAY
 LC0292'45, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 LC0292'OF A 12-FOOT CONCRETE BOX CULVERT, 26 FEET SOUTHEAST OF THE
 LC0292'CENTER LINE OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 LC0292'HIGHWAY.
 LC0292
 LC0292                          STATION RECOVERY (1973)
 LC0292
 LC0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0104 ***********************************************************************
 LC0104  DESIGNATION -  L 202
 LC0104  PID         -  LC0104
 LC0104  STATE/COUNTY-  IL/IROQUOIS
 LC0104  USGS QUAD   -  LA HOGUE (1986)
 LC0104
 LC0104                         *CURRENT SURVEY CONTROL
 LC0104  ___________________________________________________________________
 LC0104* NAD 83(1997)-  40 45 33.66569(N)    088 00 42.15742(W)     ADJUSTED  
 LC0104* NAVD 88     -       198.539  (meters)     651.37   (feet)  ADJUSTED  
 LC0104  ___________________________________________________________________
 LC0104  X           -     167,862.738 (meters)                     COMP
 LC0104  Y           -  -4,835,294.302 (meters)                     COMP
 LC0104  Z           -   4,142,325.733 (meters)                     COMP
 LC0104  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LC0104  ELLIP HEIGHT-         166.10  (meters)          (02/03/05) GPS OBS
 LC0104  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LC0104  DYNAMIC HT  -         198.451 (meters)     651.08  (feet)  COMP
 LC0104  MODELED GRAV-     980,180.5   (mgal)                       NAVD 88
 LC0104
 LC0104  HORZ ORDER  -  FIRST
 LC0104  VERT ORDER  -  SECOND    CLASS 0
 LC0104  ELLP ORDER  -  FOURTH    CLASS II
 LC0104
 LC0104.The horizontal coordinates were established by GPS observations
 LC0104.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC0104
 LC0104.The orthometric height was determined by differential leveling
 LC0104.and adjusted by the National Geodetic Survey in June 1991..
 LC0104
 LC0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0104
 LC0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0104
 LC0104.The ellipsoidal height was determined by GPS observations
 LC0104.and is referenced to NAD 83.
 LC0104
 LC0104.The geoid height was determined by GEOID03.
 LC0104
 LC0104.The dynamic height is computed by dividing the NAVD 88
 LC0104.geopotential number by the normal gravity value computed on the
 LC0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0104.degrees latitude (g = 980.6199 gals.).
 LC0104
 LC0104.The modeled gravity was interpolated from observed gravity values.
 LC0104
 LC0104;                    North         East     Units Scale Factor Converg.
 LC0104;SPC IL E     -   454,367.842   327,157.328   MT  0.99998407   +0 12 35.9
 LC0104;SPC IL E     - 1,490,705.16  1,073,348.67   sFT  0.99998407   +0 12 35.9
 LC0104;UTM  16      - 4,512,535.630   414,604.227   MT  0.99968976   -0 39 38.0
 LC0104
 LC0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0104!SPC IL E     -   0.99997395  x   0.99998407  =   0.99995802
 LC0104!UTM  16      -   0.99997395  x   0.99968976  =   0.99966371
 LC0104
 LC0104                          SUPERSEDED SURVEY CONTROL
 LC0104
 LC0104  ELLIP H (03/04/03)  166.09   (m)                       GP(       ) 4 2
 LC0104  NAVD 88 (03/04/03)  198.54   (m)          651.4    (f) LEVELING    3  
 LC0104  NGVD 29 (??/??/92)  198.611  (m)          651.61   (f) ADJ UNCH    2 0
 LC0104
 LC0104.Superseded values are not recommended for survey control.
 LC0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0104.See file dsdata.txt to determine how the superseded data were derived.
 LC0104
 LC0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL1460412536(NAD 83)
 LC0104_MARKER: DB = BENCH MARK DISK
 LC0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0104_STAMPING: L 202 1959
 LC0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0104+STABILITY: SURFACE MOTION
 LC0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0104+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC0104
 LC0104  HISTORY     - Date     Condition        Report By
 LC0104  HISTORY     - 1959     MONUMENTED       CGS
 LC0104  HISTORY     - 200205   GOOD             ASCPC
 LC0104
 LC0104                          STATION DESCRIPTION
 LC0104
 LC0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0104'1.5 MI SW FROM GILMAN.
 LC0104'ABOUT 0.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0104'OFFICE AT GILMAN, THENCE 0.95 MILES WEST ALONG A GRAVEL ROAD,
 LC0104'THENCE 0.4 MILES SOUTH ALONG A GRAVEL ROAD, AT THE CROSSING OF
 LC0104'THE ILLINOIS CENTRAL RAILROAD, 28 FEET EAST OF THE CENTER LINE
 LC0104'OF THE ROAD, 34 FEET NORTH OF THE NORTH RAIL, 82 FEET
 LC0104'NORTH-NORTHEAST OF THE CENTER OF THE CROSSING, 20 FEET SOUTH OF
 LC0104'A FENCE, 2 FEET NORTHEAST OF A TELEPHONE POLE, 2.4 FEET NORTH
 LC0104'OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 LC0104'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0104
 LC0104                          STATION RECOVERY (2002)
 LC0104
 LC0104'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0104'RECOVERED AS DESCRIBED
 LC0104' 
 LC0104'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1534 ***********************************************************************
 ME1534  DESIGNATION -  L 203
 ME1534  PID         -  ME1534
 ME1534  STATE/COUNTY-  IL/KANKAKEE
 ME1534  USGS QUAD   -  WEST KANKAKEE (1973)
 ME1534
 ME1534                         *CURRENT SURVEY CONTROL
 ME1534  ___________________________________________________________________
 ME1534* NAD 83(1986)-  41 02 24.     (N)    087 53 39.     (W)     SCALED    
 ME1534* NAVD 88     -       195.215  (meters)     640.47   (feet)  ADJUSTED  
 ME1534  ___________________________________________________________________
 ME1534  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 ME1534  DYNAMIC HT  -         195.137 (meters)     640.21  (feet)  COMP
 ME1534  MODELED GRAV-     980,220.2   (mgal)                       NAVD 88
 ME1534
 ME1534  VERT ORDER  -  SECOND    CLASS 0
 ME1534
 ME1534.The horizontal coordinates were scaled from a topographic map and have
 ME1534.an estimated accuracy of +/- 6 seconds.
 ME1534
 ME1534.The orthometric height was determined by differential leveling
 ME1534.and adjusted by the National Geodetic Survey in June 1991..
 ME1534
 ME1534.The geoid height was determined by GEOID03.
 ME1534
 ME1534.The dynamic height is computed by dividing the NAVD 88
 ME1534.geopotential number by the normal gravity value computed on the
 ME1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1534.degrees latitude (g = 980.6199 gals.).
 ME1534
 ME1534.The modeled gravity was interpolated from observed gravity values.
 ME1534
 ME1534;                    North         East    Units  Estimated Accuracy
 ME1534;SPC IL E     -   485,580.      336,930.      MT  (+/- 180 meters Scaled)
 ME1534
 ME1534                          SUPERSEDED SURVEY CONTROL
 ME1534
 ME1534  NGVD 29 (??/??/92)  195.301  (m)          640.75   (f) ADJ UNCH    2 0
 ME1534
 ME1534.Superseded values are not recommended for survey control.
 ME1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1534.See file dsdata.txt to determine how the superseded data were derived.
 ME1534
 ME1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL248435(NAD 83)
 ME1534_MARKER: DB = BENCH MARK DISK
 ME1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1534_STAMPING: L 203 1959
 ME1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1534+STABILITY: SURFACE MOTION
 ME1534
 ME1534  HISTORY     - Date     Condition        Report By
 ME1534  HISTORY     - 1959     MONUMENTED       CGS
 ME1534
 ME1534                          STATION DESCRIPTION
 ME1534
 ME1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1534'3.1 MI N FROM CHEBANSE.
 ME1534'ABOUT 0.2 MILES EAST ALONG CHEBANSE STREET FROM ITS JUNCTION WITH
 ME1534'CHESTNUT STREET IN CHEBANSE, THENCE 2.9 MILES NORTH ALONG U.S.
 ME1534'HIGHWAY 45, AT THE JUNCTION OF A DRIVEWAY EAST TO A FARM HOUSE,
 ME1534'54 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET
 ME1534'EAST OF THE EAST RAIL OF EAST TRACK OF THE ILLINOIS CENTRAL
 ME1534'RAILROAD, 29 1/2 FEET SOUTH OF A TELEPHONE POLE WITH FOUR GUY
 ME1534'WIRES, 37 FEET NORTH OF THE EXTENDED CENTER LINE OF THE DRIVEWAY,
 ME1534'4.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 ME1534'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0333 ***********************************************************************
 LC0333  DESIGNATION -  L 204
 LC0333  PID         -  LC0333
 LC0333  STATE/COUNTY-  IL/CHAMPAIGN
 LC0333  USGS QUAD   -  MAHOMET (1975)
 LC0333
 LC0333                         *CURRENT SURVEY CONTROL
 LC0333  ___________________________________________________________________
 LC0333* NAD 83(1986)-  40 11 30.     (N)    088 23 56.     (W)     SCALED    
 LC0333* NAVD 88     -       209.866  (meters)     688.54   (feet)  ADJUSTED  
 LC0333  ___________________________________________________________________
 LC0333  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0333  DYNAMIC HT  -         209.760 (meters)     688.19  (feet)  COMP
 LC0333  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 LC0333
 LC0333  VERT ORDER  -  SECOND    CLASS 0
 LC0333
 LC0333.The horizontal coordinates were scaled from a topographic map and have
 LC0333.an estimated accuracy of +/- 6 seconds.
 LC0333
 LC0333.The orthometric height was determined by differential leveling
 LC0333.and adjusted by the National Geodetic Survey in June 1991..
 LC0333
 LC0333.The geoid height was determined by GEOID03.
 LC0333
 LC0333.The dynamic height is computed by dividing the NAVD 88
 LC0333.geopotential number by the normal gravity value computed on the
 LC0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0333.degrees latitude (g = 980.6199 gals.).
 LC0333
 LC0333.The modeled gravity was interpolated from observed gravity values.
 LC0333
 LC0333;                    North         East    Units  Estimated Accuracy
 LC0333;SPC IL E     -   391,280.      294,420.      MT  (+/- 180 meters Scaled)
 LC0333
 LC0333                          SUPERSEDED SURVEY CONTROL
 LC0333
 LC0333  NGVD 29 (??/??/92)  209.917  (m)          688.70   (f) ADJ UNCH    2 0
 LC0333
 LC0333.Superseded values are not recommended for survey control.
 LC0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0333.See file dsdata.txt to determine how the superseded data were derived.
 LC0333
 LC0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK809499(NAD 83)
 LC0333_MARKER: DB = BENCH MARK DISK
 LC0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0333_SP_SET: BRIDGE
 LC0333_STAMPING: L 204 1959
 LC0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0333
 LC0333  HISTORY     - Date     Condition        Report By
 LC0333  HISTORY     - 1959     MONUMENTED       CGS
 LC0333  HISTORY     - 1973     GOOD             NGS
 LC0333  HISTORY     - 1986     MARK NOT FOUND   NGS
 LC0333  HISTORY     - 20051213 MARK NOT FOUND   ILDT
 LC0333
 LC0333                          STATION DESCRIPTION
 LC0333
 LC0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0333'0.6 MI E FROM MAHOMET.
 LC0333'ABOUT 0.15 MILE NORTH ALONG WALNUT STREET FROM THE NEW YORK
 LC0333'CENTRAL RAILROAD STATION AT MAHOMET, THENCE 0.4 MILE EAST ALONG
 LC0333'U.S. HIGHWAY 150, SET IN THE TOP OF THE NORTHEAST END OF THE
 LC0333'SOUTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER THE SANGAMON RIVER,
 LC0333'14 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 LC0333'4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LC0333
 LC0333                          STATION RECOVERY (1973)
 LC0333
 LC0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0333'RECOVERED IN GOOD CONDITION.
 LC0333
 LC0333                          STATION RECOVERY (1986)
 LC0333
 LC0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0333'MARK NOT FOUND.
 LC0333
 LC0333                          STATION RECOVERY (2005)
 LC0333
 LC0333'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0068 ***********************************************************************
 KB0068  DESIGNATION -  L 205
 KB0068  PID         -  KB0068
 KB0068  STATE/COUNTY-  IL/CHAMPAIGN
 KB0068  USGS QUAD   -  TOLONO (1983)
 KB0068
 KB0068                         *CURRENT SURVEY CONTROL
 KB0068  ___________________________________________________________________
 KB0068* NAD 83(1986)-  39 52 45.     (N)    088 16 00.     (W)     SCALED    
 KB0068* NAVD 88     -       212.594  (meters)     697.49   (feet)  ADJUSTED  
 KB0068  ___________________________________________________________________
 KB0068  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KB0068  DYNAMIC HT  -         212.483 (meters)     697.12  (feet)  COMP
 KB0068  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 KB0068
 KB0068  VERT ORDER  -  SECOND    CLASS 0
 KB0068
 KB0068.The horizontal coordinates were scaled from a topographic map and have
 KB0068.an estimated accuracy of +/- 6 seconds.
 KB0068
 KB0068.The orthometric height was determined by differential leveling
 KB0068.and adjusted by the National Geodetic Survey in June 1991..
 KB0068
 KB0068.The geoid height was determined by GEOID03.
 KB0068
 KB0068.The dynamic height is computed by dividing the NAVD 88
 KB0068.geopotential number by the normal gravity value computed on the
 KB0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0068.degrees latitude (g = 980.6199 gals.).
 KB0068
 KB0068.The modeled gravity was interpolated from observed gravity values.
 KB0068
 KB0068;                    North         East    Units  Estimated Accuracy
 KB0068;SPC IL E     -   356,590.      305,700.      MT  (+/- 180 meters Scaled)
 KB0068
 KB0068                          SUPERSEDED SURVEY CONTROL
 KB0068
 KB0068  NGVD 29 (??/??/92)  212.653  (m)          697.68   (f) ADJ UNCH    2 0
 KB0068
 KB0068.Superseded values are not recommended for survey control.
 KB0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0068.See file dsdata.txt to determine how the superseded data were derived.
 KB0068
 KB0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK916151(NAD 83)
 KB0068_MARKER: DB = BENCH MARK DISK
 KB0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0068_STAMPING: L 205 1959
 KB0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0068+STABILITY: SURFACE MOTION
 KB0068
 KB0068  HISTORY     - Date     Condition        Report By
 KB0068  HISTORY     - 1959     MONUMENTED       CGS
 KB0068  HISTORY     - 1973     MARK NOT FOUND   ILHD
 KB0068  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0068  HISTORY     - 20051130 MARK NOT FOUND   ILDT
 KB0068
 KB0068                          STATION DESCRIPTION
 KB0068
 KB0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0068'3.1 MI S FROM PESOTUM.
 KB0068'ABOUT 0.35 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 KB0068'CENTRAL RAILROAD STATION AT PESOTUM, THENCE 0.15 MILE SOUTH ALONG
 KB0068'A GRAVEL ROAD, THENCE 0.05 MILES EAST ALONG A GRAVEL ROAD, THENCE
 KB0068'2.15 MILES SOUTH ALONG AN ASPHALT ROAD, THENCE 0.4 MILE EAST ALONG
 KB0068'AN ASPAHLT ROAD, AT THE JUNCTION OF A FARM DRIVE NORTH TO A
 KB0068'FARM HOUSE, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 210 1/2
 KB0068'FEET WEST OF THE CENTER LINE OF THE DRIVE, 1 1/2 FEET SOUTH OF
 KB0068'A FENCE, 5 FEET EAST OF A FENCE CORNER, 2.1 FEET EAST OF A METAL
 KB0068'WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 KB0068'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- FENCE
 KB0068'HAS BEEN REMOVED.
 KB0068
 KB0068                          STATION RECOVERY (1973)
 KB0068
 KB0068'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0068'MARK NOT FOUND.
 KB0068
 KB0068                          STATION RECOVERY (1980)
 KB0068
 KB0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0068'MARK NOT FOUND.
 KB0068
 KB0068                          STATION RECOVERY (2005)
 KB0068
 KB0068'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 KB0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1598 ***********************************************************************
 ME1598  DESIGNATION -  L 207
 ME1598  PID         -  ME1598
 ME1598  STATE/COUNTY-  IL/COOK
 ME1598  USGS QUAD   -  STEGER (1990)
 ME1598
 ME1598                         *CURRENT SURVEY CONTROL
 ME1598  ___________________________________________________________________
 ME1598* NAD 83(1986)-  41 28 11.     (N)    087 44 50.     (W)     SCALED    
 ME1598* NAVD 88     -       230.696  (meters)     756.88   (feet)  ADJUSTED  
 ME1598  ___________________________________________________________________
 ME1598  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 ME1598  DYNAMIC HT  -         230.605 (meters)     756.58  (feet)  COMP
 ME1598  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 ME1598
 ME1598  VERT ORDER  -  SECOND    CLASS 0
 ME1598
 ME1598.The horizontal coordinates were scaled from a topographic map and have
 ME1598.an estimated accuracy of +/- 6 seconds.
 ME1598
 ME1598.The orthometric height was determined by differential leveling
 ME1598.and adjusted by the National Geodetic Survey in June 1991..
 ME1598
 ME1598.The geoid height was determined by GEOID03.
 ME1598
 ME1598.The dynamic height is computed by dividing the NAVD 88
 ME1598.geopotential number by the normal gravity value computed on the
 ME1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1598.degrees latitude (g = 980.6199 gals.).
 ME1598
 ME1598.The modeled gravity was interpolated from observed gravity values.
 ME1598
 ME1598;                    North         East    Units  Estimated Accuracy
 ME1598;SPC IL E     -   533,370.      348,960.      MT  (+/- 180 meters Scaled)
 ME1598
 ME1598                          SUPERSEDED SURVEY CONTROL
 ME1598
 ME1598  NGVD 29 (??/??/92)  230.783  (m)          757.16   (f) ADJ UNCH    2 0
 ME1598
 ME1598.Superseded values are not recommended for survey control.
 ME1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1598.See file dsdata.txt to determine how the superseded data were derived.
 ME1598
 ME1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL376911(NAD 83)
 ME1598_MARKER: DB = BENCH MARK DISK
 ME1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1598_STAMPING: L 207 1959
 ME1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1598+STABILITY: SURFACE MOTION
 ME1598
 ME1598  HISTORY     - Date     Condition        Report By
 ME1598  HISTORY     - 1959     MONUMENTED       CGS
 ME1598  HISTORY     - 1967     GOOD             NGS
 ME1598  HISTORY     - 1979     GOOD             LOCENG
 ME1598
 ME1598                          STATION DESCRIPTION
 ME1598
 ME1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1598'3.2 MI S FROM MATTESON.
 ME1598'ABOUT 2.45 MILES SOUTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION
 ME1598'WITH U.S. HIGHWAY 30 IN THE NORTHWEST PART OF MATTESON, THENCE
 ME1598'0.8 MILES WEST ALONG AN ASPHALT ROAD, AT A DRIVEWAY NORTH TO A
 ME1598'FARM HOUSE, 34 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 ME1598'72 1/2 FEET EAST OF THE CENTER LINE OF THE DRIVE, 1 1/2 FEET
 ME1598'SOUTH OF A FENCE, 4 1/2 FEET WEST OF A T-FENCE CORNER, 5 FEET
 ME1598'EAST OF A POWER POLE WITH A TRANSFORMER, 2.3 FEET WEST OF A
 ME1598'METAL WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 ME1598'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 ME1598
 ME1598                          STATION RECOVERY (1967)
 ME1598
 ME1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1598'RECOVERED IN GOOD CONDITION.
 ME1598
 ME1598                          STATION RECOVERY (1979)
 ME1598
 ME1598'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 ME1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0283 ***********************************************************************
 KB0283  DESIGNATION -  L 208
 KB0283  PID         -  KB0283
 KB0283  STATE/COUNTY-  IL/COLES
 KB0283  USGS QUAD   -  MATTOON EAST (1984)
 KB0283
 KB0283                         *CURRENT SURVEY CONTROL
 KB0283  ___________________________________________________________________
 KB0283* NAD 83(1986)-  39 27 20.     (N)    088 21 01.     (W)     SCALED    
 KB0283* NAVD 88     -       223.265  (meters)     732.50   (feet)  ADJUSTED  
 KB0283  ___________________________________________________________________
 KB0283  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KB0283  DYNAMIC HT  -         223.135 (meters)     732.07  (feet)  COMP
 KB0283  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 KB0283
 KB0283  VERT ORDER  -  SECOND    CLASS 0
 KB0283
 KB0283.The horizontal coordinates were scaled from a topographic map and have
 KB0283.an estimated accuracy of +/- 6 seconds.
 KB0283
 KB0283.The orthometric height was determined by differential leveling
 KB0283.and adjusted by the National Geodetic Survey in June 1991..
 KB0283
 KB0283.The geoid height was determined by GEOID03.
 KB0283
 KB0283.The dynamic height is computed by dividing the NAVD 88
 KB0283.geopotential number by the normal gravity value computed on the
 KB0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0283.degrees latitude (g = 980.6199 gals.).
 KB0283
 KB0283.The modeled gravity was interpolated from observed gravity values.
 KB0283
 KB0283;                    North         East    Units  Estimated Accuracy
 KB0283;SPC IL E     -   309,550.      298,540.      MT  (+/- 180 meters Scaled)
 KB0283
 KB0283                          SUPERSEDED SURVEY CONTROL
 KB0283
 KB0283  NGVD 29 (??/??/92)  223.326  (m)          732.70   (f) ADJ UNCH    2 0
 KB0283
 KB0283.Superseded values are not recommended for survey control.
 KB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0283.See file dsdata.txt to determine how the superseded data were derived.
 KB0283
 KB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ838682(NAD 83)
 KB0283_MARKER: DB = BENCH MARK DISK
 KB0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0283_STAMPING: L 208 1959
 KB0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0283+STABILITY: SURFACE MOTION
 KB0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0283+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2005
 KB0283
 KB0283  HISTORY     - Date     Condition        Report By
 KB0283  HISTORY     - 1959     MONUMENTED       CGS
 KB0283  HISTORY     - 1973     GOOD             NGS
 KB0283  HISTORY     - 20011225 GOOD             INDIV
 KB0283  HISTORY     - 20050228 GOOD             ILDT
 KB0283
 KB0283                          STATION DESCRIPTION
 KB0283
 KB0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0283'4 MI SE FROM MATTOON.
 KB0283'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0283'WITH STATE HIGHWAY 16 IN MATTOON, THENCE 1.6 MILES EAST ALONG AN
 KB0283'ASPHALT ROAD, THENCE 0.5 MILES SOUTH ALONG AN ASPHALT ROAD, AT
 KB0283'THE JUNCTION OF A DRIVE EAST TO CENTER LINE OF THE DRIVE, 1 1/2
 KB0283'FEET WEST OF A FENCE, 19 1/2 FEET NORTH OF A FENCE CORNER, 14 1/2
 KB0283'FEET NORTH OF A TELEPHONE POLE, 1.9 FEET NORTH-NORTHWEST OF A
 KB0283'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND
 KB0283'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0283
 KB0283                          STATION RECOVERY (1973)
 KB0283
 KB0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0283'RECOVERED IN GOOD CONDITION.
 KB0283
 KB0283                          STATION RECOVERY (2001)
 KB0283
 KB0283'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RDW)
 KB0283'RECOVERED IN GOOD CONDITION.
 KB0283
 KB0283                          STATION RECOVERY (2005)
 KB0283
 KB0283'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0517 ***********************************************************************
 KB0517  DESIGNATION -  L 209
 KB0517  PID         -  KB0517
 KB0517  STATE/COUNTY-  IL/EFFINGHAM
 KB0517  USGS QUAD   -  EFFINGHAM NORTH (1985)
 KB0517
 KB0517                         *CURRENT SURVEY CONTROL
 KB0517  ___________________________________________________________________
 KB0517* NAD 83(1986)-  39 09 45.     (N)    088 30 29.     (W)     SCALED    
 KB0517* NAVD 88     -       186.618  (meters)     612.26   (feet)  ADJUSTED  
 KB0517  ___________________________________________________________________
 KB0517  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB0517  DYNAMIC HT  -         186.507 (meters)     611.90  (feet)  COMP
 KB0517  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 KB0517
 KB0517  VERT ORDER  -  SECOND    CLASS 0
 KB0517
 KB0517.The horizontal coordinates were scaled from a topographic map and have
 KB0517.an estimated accuracy of +/- 6 seconds.
 KB0517
 KB0517.The orthometric height was determined by differential leveling
 KB0517.and adjusted by the National Geodetic Survey in June 1991..
 KB0517
 KB0517.The geoid height was determined by GEOID03.
 KB0517
 KB0517.The dynamic height is computed by dividing the NAVD 88
 KB0517.geopotential number by the normal gravity value computed on the
 KB0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0517.degrees latitude (g = 980.6199 gals.).
 KB0517
 KB0517.The modeled gravity was interpolated from observed gravity values.
 KB0517
 KB0517;                    North         East    Units  Estimated Accuracy
 KB0517;SPC IL E     -   277,030.      284,900.      MT  (+/- 180 meters Scaled)
 KB0517
 KB0517                          SUPERSEDED SURVEY CONTROL
 KB0517
 KB0517  NGVD 29 (??/??/92)  186.704  (m)          612.54   (f) ADJ UNCH    2 0
 KB0517
 KB0517.Superseded values are not recommended for survey control.
 KB0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0517.See file dsdata.txt to determine how the superseded data were derived.
 KB0517
 KB0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ697358(NAD 83)
 KB0517_MARKER: DB = BENCH MARK DISK
 KB0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0517_STAMPING: L 209 1959
 KB0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0517+STABILITY: SURFACE MOTION
 KB0517
 KB0517  HISTORY     - Date     Condition        Report By
 KB0517  HISTORY     - 1959     MONUMENTED       CGS
 KB0517
 KB0517                          STATION DESCRIPTION
 KB0517
 KB0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0517'4.4 MI NE FROM EFFINGHAM.
 KB0517'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0517'WITH U.S. HIGHWAY 40 IN EFFINGHAM, THENCE 0.5 MILE EAST ALONG AN
 KB0517'ASPHALT ROAD, THENCE 1.0 MILE NORTH ALONG AN OILED ROAD, THENCE
 KB0517'0.75 MILE EAST ALONG AN OILED ROAD, AT A FARM HOUSE SOUTH OF THE
 KB0517'ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 KB0517'NORTH OF A FENCE, 5 FEET EAST OF A FENCE CORNER, 39.5 FEET NORTHWEST
 KB0517'OF THE NORTHWEST CORNER OF THE FARM HOUSE, 2.1 FEET WEST-NORTHWEST
 KB0517'OF A METAL WITNESS POST ABOUT LEVEL WITH THE ROAD AND SET IN
 KB0517'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1635 ***********************************************************************
 LC1635  DESIGNATION -  L 21 RESET 1981
 LC1635  PID         -  LC1635
 LC1635  STATE/COUNTY-  IL/LIVINGSTON
 LC1635  USGS QUAD   -  SAUNEMIN (1983)
 LC1635
 LC1635                         *CURRENT SURVEY CONTROL
 LC1635  ___________________________________________________________________
 LC1635* NAD 83(1986)-  40 53 45.     (N)    088 24 15.     (W)     SCALED    
 LC1635* NAVD 88     -       213.57   (meters)     700.7    (feet)  RESET     
 LC1635  ___________________________________________________________________
 LC1635  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC1635
 LC1635  VERT ORDER  -  THIRD
 LC1635
 LC1635.The horizontal coordinates were scaled from a topographic map and have
 LC1635.an estimated accuracy of +/- 6 seconds.
 LC1635
 LC1635.The orthometric height was computed from unverified reset data.
 LC1635.No vertical observational check was made to the station.
 LC1635
 LC1635.The geoid height was determined by GEOID03.
 LC1635
 LC1635;                    North         East    Units  Estimated Accuracy
 LC1635;SPC IL E     -   469,480.      294,030.      MT  (+/- 180 meters Scaled)
 LC1635
 LC1635                          SUPERSEDED SURVEY CONTROL
 LC1635
 LC1635  NGVD 29 (03/28/06)  213.64   (m)          700.9    (f) RESET       3  
 LC1635
 LC1635.Superseded values are not recommended for survey control.
 LC1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1635.See file dsdata.txt to determine how the superseded data were derived.
 LC1635
 LC1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL817281(NAD 83)
 LC1635_MARKER: DB = BENCH MARK DISK
 LC1635_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LC1635_SP_SET: FOOTING
 LC1635_STAMPING: L 21 RESET 1981
 LC1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1635+STABILITY: SURFACE MOTION
 LC1635
 LC1635  HISTORY     - Date     Condition        Report By
 LC1635  HISTORY     - 1981     MONUMENTED       LOCENG
 LC1635
 LC1635                          STATION DESCRIPTION
 LC1635
 LC1635'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LC1635'IN SAUNEMIN.
 LC1635'IN SAUNEMIN, IN TOP OF THE WEST CORNER OF A CONCRETE FOOTING UNDER
 LC1635'THE SOUTHWEST LEG OF THE WATER TANK, AND 1 FOOT HIGHER THAN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0385 ***********************************************************************
 KB0385  DESIGNATION -  L 210 RESET 1960
 KB0385  PID         -  KB0385
 KB0385  STATE/COUNTY-  IL/CUMBERLAND
 KB0385  USGS QUAD   -  TOLEDO (1984)
 KB0385
 KB0385                         *CURRENT SURVEY CONTROL
 KB0385  ___________________________________________________________________
 KB0385* NAD 83(1986)-  39 15 13.     (N)    088 08 38.     (W)     SCALED    
 KB0385* NAVD 88     -       183.036  (meters)     600.51   (feet)  ADJUSTED  
 KB0385  ___________________________________________________________________
 KB0385  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB0385  DYNAMIC HT  -         182.928 (meters)     600.16  (feet)  COMP
 KB0385  MODELED GRAV-     980,037.3   (mgal)                       NAVD 88
 KB0385
 KB0385  VERT ORDER  -  SECOND    CLASS 0
 KB0385
 KB0385.The horizontal coordinates were scaled from a topographic map and have
 KB0385.an estimated accuracy of +/- 6 seconds.
 KB0385
 KB0385.The orthometric height was determined by differential leveling
 KB0385.and adjusted by the National Geodetic Survey in June 1991..
 KB0385
 KB0385.The geoid height was determined by GEOID03.
 KB0385
 KB0385.The dynamic height is computed by dividing the NAVD 88
 KB0385.geopotential number by the normal gravity value computed on the
 KB0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0385.degrees latitude (g = 980.6199 gals.).
 KB0385
 KB0385.The modeled gravity was interpolated from observed gravity values.
 KB0385
 KB0385;                    North         East    Units  Estimated Accuracy
 KB0385;SPC IL E     -   287,150.      316,350.      MT  (+/- 180 meters Scaled)
 KB0385
 KB0385                          SUPERSEDED SURVEY CONTROL
 KB0385
 KB0385  NGVD 29 (??/??/92)  183.095  (m)          600.70   (f) ADJ UNCH    2 0
 KB0385
 KB0385.Superseded values are not recommended for survey control.
 KB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0385.See file dsdata.txt to determine how the superseded data were derived.
 KB0385
 KB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ013455(NAD 83)
 KB0385_MARKER: DB = BENCH MARK DISK
 KB0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0385_STAMPING: L 210 1959 RESET 1960
 KB0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0385+STABILITY: SURFACE MOTION
 KB0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0385+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KB0385
 KB0385  HISTORY     - Date     Condition        Report By
 KB0385  HISTORY     - 1960     MONUMENTED       CGS
 KB0385  HISTORY     - 20050215 GOOD             ILDT
 KB0385
 KB0385                          STATION DESCRIPTION
 KB0385
 KB0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0385'0.6 MI NE FROM GREENUP.
 KB0385'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0385'WITH STATE HIGHWAY 130 IN GREENUP, ABOUT 0.1 MILE WEST OF A FARM
 KB0385'HOUSE NORTH OF THE HIGHWAY, AT A POWER LINE CROSSING, AT THE
 KB0385'JUNCTION OF A SERVICE ROAD NORTH OF THE HIGHWAY, 181 FEET NORTH
 KB0385'OF THE CENTER LINE OF THE HIGHWAY AND IN LINE WITH THE POWER LINE,
 KB0385'3 FEET WEST OF THE SOUTHWEST CORNER OF AN OPEN MACHINE STORAGE
 KB0385'SHED, 132 FEET SOUTH OF A POWER POLE, 125 FEET NORTH OF THE
 KB0385'CENTER LINE OF THE SERVICE ROAD, 2.4 FEET WEST OF A METAL WITNESS
 KB0385'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 KB0385'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0385
 KB0385                          STATION RECOVERY (2005)
 KB0385
 KB0385'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1393 ***********************************************************************
 KA1393  DESIGNATION -  L 211
 KA1393  PID         -  KA1393
 KA1393  STATE/COUNTY-  IL/CLARK
 KA1393  USGS QUAD   -  MARSHALL (1979)
 KA1393
 KA1393                         *CURRENT SURVEY CONTROL
 KA1393  ___________________________________________________________________
 KA1393* NAD 83(1986)-  39 22 46.     (N)    087 44 09.     (W)     SCALED    
 KA1393* NAVD 88     -       165.343  (meters)     542.46   (feet)  ADJUSTED  
 KA1393  ___________________________________________________________________
 KA1393  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KA1393  DYNAMIC HT  -         165.249 (meters)     542.15  (feet)  COMP
 KA1393  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 KA1393
 KA1393  VERT ORDER  -  SECOND    CLASS 0
 KA1393
 KA1393.The horizontal coordinates were scaled from a topographic map and have
 KA1393.an estimated accuracy of +/- 6 seconds.
 KA1393
 KA1393.The orthometric height was determined by differential leveling
 KA1393.and adjusted by the National Geodetic Survey in June 1991..
 KA1393
 KA1393.The geoid height was determined by GEOID03.
 KA1393
 KA1393.The dynamic height is computed by dividing the NAVD 88
 KA1393.geopotential number by the normal gravity value computed on the
 KA1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1393.degrees latitude (g = 980.6199 gals.).
 KA1393
 KA1393.The modeled gravity was interpolated from observed gravity values.
 KA1393
 KA1393;                    North         East    Units  Estimated Accuracy
 KA1393;SPC IL E     -   301,270.      351,480.      MT  (+/- 180 meters Scaled)
 KA1393
 KA1393                          SUPERSEDED SURVEY CONTROL
 KA1393
 KA1393  NGVD 29 (??/??/92)  165.423  (m)          542.73   (f) ADJ UNCH    2 0
 KA1393
 KA1393.Superseded values are not recommended for survey control.
 KA1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1393.See file dsdata.txt to determine how the superseded data were derived.
 KA1393
 KA1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ366591(NAD 83)
 KA1393_MARKER: DB = BENCH MARK DISK
 KA1393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KA1393_SP_SET: BRIDGE
 KA1393_STAMPING: L 211 1959
 KA1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KA1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1393+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KA1393
 KA1393  HISTORY     - Date     Condition        Report By
 KA1393  HISTORY     - 1959     MONUMENTED       CGS
 KA1393  HISTORY     - 19971019 GOOD             USPSQD
 KA1393  HISTORY     - 20050208 GOOD             ILDT
 KA1393
 KA1393                          STATION DESCRIPTION
 KA1393
 KA1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1393'3.1 MI SW FROM MARSHALL.
 KA1393'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1393'STATE HIGHWAY 1 IN THE  NORTH PART OF MARSHALL, ABOUT 70 YARDS
 KA1393'SOUTHWEST OF THE JUNCTION OF A GRAVEL ROAD NORTH, SET IN THE TOP
 KA1393'OF THE SOUTH END OF THE WINGWALL AT THE NORTH CORNER OF A 125-FOOT
 KA1393'CONCRETE BRIDGE ACROSS MILL CREEK, 18 FEET NORTH-NORTHWEST OF THE
 KA1393'CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF
 KA1393'THE HIGHWAY.  NOTE-- THIS MARK MAY BE DESTROYED BY THE ILLINOIS
 KA1393'HIGHWAY DEPARTMENT IN ABOUT 10 YEARS.  A NEW MARK U 211 WAS SET
 KA1393'IN THE NEAR VICINITY.
 KA1393
 KA1393                          STATION RECOVERY (1997)
 KA1393
 KA1393'RECOVERY NOTE BY US POWER SQUADRON 1997
 KA1393'RECOVERED IN GOOD CONDITION.
 KA1393
 KA1393                          STATION RECOVERY (2005)
 KA1393
 KA1393'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0963 ***********************************************************************
 JB0963  DESIGNATION -  L 212
 JB0963  PID         -  JB0963
 JB0963  STATE/COUNTY-  IL/BOND
 JB0963  USGS QUAD   -  MULBERRY GROVE (1980)
 JB0963
 JB0963                         *CURRENT SURVEY CONTROL
 JB0963  ___________________________________________________________________
 JB0963* NAD 83(1986)-  38 53 15.     (N)    089 20 17.     (W)     SCALED    
 JB0963* NAVD 88     -       167.107  (meters)     548.25   (feet)  ADJUSTED  
 JB0963  ___________________________________________________________________
 JB0963  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JB0963  DYNAMIC HT  -         167.005 (meters)     547.92  (feet)  COMP
 JB0963  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 JB0963
 JB0963  VERT ORDER  -  SECOND    CLASS 0
 JB0963
 JB0963.The horizontal coordinates were scaled from a topographic map and have
 JB0963.an estimated accuracy of +/- 6 seconds.
 JB0963
 JB0963.The orthometric height was determined by differential leveling
 JB0963.and adjusted by the National Geodetic Survey in June 1991..
 JB0963
 JB0963.The geoid height was determined by GEOID03.
 JB0963
 JB0963.The dynamic height is computed by dividing the NAVD 88
 JB0963.geopotential number by the normal gravity value computed on the
 JB0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0963.degrees latitude (g = 980.6199 gals.).
 JB0963
 JB0963.The modeled gravity was interpolated from observed gravity values.
 JB0963
 JB0963;                    North         East    Units  Estimated Accuracy
 JB0963;SPC IL W     -   246,810.      771,890.      MT  (+/- 180 meters Scaled)
 JB0963
 JB0963                          SUPERSEDED SURVEY CONTROL
 JB0963
 JB0963  NGVD 29 (??/??/92)  167.233  (m)          548.66   (f) ADJ UNCH    2 0
 JB0963
 JB0963.Superseded values are not recommended for survey control.
 JB0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0963.See file dsdata.txt to determine how the superseded data were derived.
 JB0963
 JB0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ972068(NAD 83)
 JB0963_MARKER: DB = BENCH MARK DISK
 JB0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0963_STAMPING: L 212 1960
 JB0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0963+STABILITY: SURFACE MOTION
 JB0963
 JB0963  HISTORY     - Date     Condition        Report By
 JB0963  HISTORY     - 1960     MONUMENTED       CGS
 JB0963
 JB0963                          STATION DESCRIPTION
 JB0963
 JB0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0963'0.8 MI S FROM SMITHBORO.
 JB0963'ABOUT 0.6 MILE SOUTH ALONG A CONCRETE PAVED ROAD FROM THE POST
 JB0963'OFFICE AT SMITHBORO, THENCE 0.15 MILE EAST ALONG AN OILED ROAD,
 JB0963'AT THE JUNCTION OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 JB0963'51 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 46 1/2 FEET
 JB0963'EAST OF THE EAST RAIL, 36 FEET NORTH OF A POWER POLE, 63 FEET
 JB0963'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 1 FOOT WEST OF A
 JB0963'FENCE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 JB0963'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JB0963'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1393 ***********************************************************************
 JB1393  DESIGNATION -  L 213
 JB1393  PID         -  JB1393
 JB1393  STATE/COUNTY-  IL/BOND
 JB1393  USGS QUAD   -  POCAHONTAS (1974)
 JB1393
 JB1393                         *CURRENT SURVEY CONTROL
 JB1393  ___________________________________________________________________
 JB1393* NAD 83(1986)-  38 48 50.     (N)    089 34 22.     (W)     SCALED    
 JB1393* NAVD 88     -       165.490  (meters)     542.95   (feet)  ADJUSTED  
 JB1393  ___________________________________________________________________
 JB1393  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JB1393  DYNAMIC HT  -         165.388 (meters)     542.61  (feet)  COMP
 JB1393  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 JB1393
 JB1393  VERT ORDER  -  SECOND    CLASS 0
 JB1393
 JB1393.The horizontal coordinates were scaled from a topographic map and have
 JB1393.an estimated accuracy of +/- 6 seconds.
 JB1393
 JB1393.The orthometric height was determined by differential leveling
 JB1393.and adjusted by the National Geodetic Survey in June 1991..
 JB1393
 JB1393.The geoid height was determined by GEOID03.
 JB1393
 JB1393.The dynamic height is computed by dividing the NAVD 88
 JB1393.geopotential number by the normal gravity value computed on the
 JB1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1393.degrees latitude (g = 980.6199 gals.).
 JB1393
 JB1393.The modeled gravity was interpolated from observed gravity values.
 JB1393
 JB1393;                    North         East    Units  Estimated Accuracy
 JB1393;SPC IL W     -   238,480.      751,580.      MT  (+/- 180 meters Scaled)
 JB1393
 JB1393                          SUPERSEDED SURVEY CONTROL
 JB1393
 JB1393  NGVD 29 (??/??/92)  165.613  (m)          543.35   (f) ADJ UNCH    2 0
 JB1393
 JB1393.Superseded values are not recommended for survey control.
 JB1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1393.See file dsdata.txt to determine how the superseded data were derived.
 JB1393
 JB1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH766992(NAD 83)
 JB1393_MARKER: DB = BENCH MARK DISK
 JB1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1393_STAMPING: L 213 1960
 JB1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1393+STABILITY: SURFACE MOTION
 JB1393
 JB1393  HISTORY     - Date     Condition        Report By
 JB1393  HISTORY     - 1960     MONUMENTED       CGS
 JB1393
 JB1393                          STATION DESCRIPTION
 JB1393
 JB1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB1393'2.3 MI SW FROM POCAHONTAS.
 JB1393'ABOUT 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JB1393'WITH MAIN STREET IN POCAHONTAS, THENCE 0.1 MILE NORTH ALONG AN
 JB1393'OILED ROAD, AT A DRIVE EAST TO A POWER SUB-STATION, 20 1/2 FEET
 JB1393'EAST OF THE CENTER LINE OF THE ROAD, 110 FEET NORTH OF THE CENTER
 JB1393'LINE OF THE DRIVE EAST, 37 FEET SOUTH-SOUTHEAST OF THE EAST END
 JB1393'OF A CONCRETE PIPE CULVERT, 2 1/2 FEET SOUTH OF A POWER POLE, 1.5
 JB1393'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 JB1393'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0716 ***********************************************************************
 JB0716  DESIGNATION -  L 214
 JB0716  PID         -  JB0716
 JB0716  STATE/COUNTY-  IL/FAYETTE
 JB0716  USGS QUAD   -  KINMUNDY (1985)
 JB0716
 JB0716                         *CURRENT SURVEY CONTROL
 JB0716  ___________________________________________________________________
 JB0716* NAD 83(1986)-  38 49 53.     (N)    088 47 57.     (W)     SCALED    
 JB0716* NAVD 88     -       174.615  (meters)     572.88   (feet)  ADJUSTED  
 JB0716  ___________________________________________________________________
 JB0716  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JB0716  DYNAMIC HT  -         174.506 (meters)     572.53  (feet)  COMP
 JB0716  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 JB0716
 JB0716  VERT ORDER  -  SECOND    CLASS 0
 JB0716
 JB0716.The horizontal coordinates were scaled from a topographic map and have
 JB0716.an estimated accuracy of +/- 6 seconds.
 JB0716
 JB0716.The orthometric height was determined by differential leveling
 JB0716.and adjusted by the National Geodetic Survey in June 1991..
 JB0716
 JB0716.The geoid height was determined by GEOID03.
 JB0716
 JB0716.The dynamic height is computed by dividing the NAVD 88
 JB0716.geopotential number by the normal gravity value computed on the
 JB0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0716.degrees latitude (g = 980.6199 gals.).
 JB0716
 JB0716.The modeled gravity was interpolated from observed gravity values.
 JB0716
 JB0716;                    North         East    Units  Estimated Accuracy
 JB0716;SPC IL E     -   240,360.      259,550.      MT  (+/- 180 meters Scaled)
 JB0716
 JB0716                          SUPERSEDED SURVEY CONTROL
 JB0716
 JB0716  NGVD 29 (??/??/92)  174.72   (m)          573.2    (f) COMPUTED    2 0
 JB0716
 JB0716.Superseded values are not recommended for survey control.
 JB0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0716.See file dsdata.txt to determine how the superseded data were derived.
 JB0716
 JB0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH438996(NAD 83)
 JB0716_MARKER: DB = BENCH MARK DISK
 JB0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0716_STAMPING: L 214 1960
 JB0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0716+STABILITY: SURFACE MOTION
 JB0716
 JB0716  HISTORY     - Date     Condition        Report By
 JB0716  HISTORY     - 1960     MONUMENTED       CGS
 JB0716
 JB0716                          STATION DESCRIPTION
 JB0716
 JB0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0716'1.4 MI W FROM FARINA.
 JB0716'ABOUT 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE POST
 JB0716'OFFICE AT FARINA, THENCE 1.3 MILES NORTHWEST AND WEST ALONG AN
 JB0716'OILED ROAD, NEAR A FARM HOUSE SOUTH OF THE ROAD, 20 FEET SOUTH
 JB0716'OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A FENCE, 173
 JB0716'FEET WEST OF THE CENTER LINE OF A DRIVE SOUTH TO A BARN, 86
 JB0716'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 2 FEET
 JB0716'EAST-NORTHEAST OF A TELEPHONE POLE WHICH IS THE FIRST POLE WEST
 JB0716'OF A POWER POLE WITH A TRANSFORMER, 1.8 FEET WEST-NORTHWEST OF A
 JB0716'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 JB0716'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0624 ***********************************************************************
 JB0624  DESIGNATION -  L 215
 JB0624  PID         -  JB0624
 JB0624  STATE/COUNTY-  IL/MARION
 JB0624  USGS QUAD   -  SALEM SOUTH (1978)
 JB0624
 JB0624                         *CURRENT SURVEY CONTROL
 JB0624  ___________________________________________________________________
 JB0624* NAD 83(1986)-  38 30 19.     (N)    088 57 14.     (W)     SCALED    
 JB0624* NAVD 88     -       169.987  (meters)     557.70   (feet)  ADJUSTED  
 JB0624  ___________________________________________________________________
 JB0624  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB0624  DYNAMIC HT  -         169.879 (meters)     557.34  (feet)  COMP
 JB0624  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JB0624
 JB0624  VERT ORDER  -  SECOND    CLASS 0
 JB0624
 JB0624.The horizontal coordinates were scaled from a topographic map and have
 JB0624.an estimated accuracy of +/- 6 seconds.
 JB0624
 JB0624.The orthometric height was determined by differential leveling
 JB0624.and adjusted by the National Geodetic Survey in June 1991..
 JB0624
 JB0624.The geoid height was determined by GEOID03.
 JB0624
 JB0624.The dynamic height is computed by dividing the NAVD 88
 JB0624.geopotential number by the normal gravity value computed on the
 JB0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0624.degrees latitude (g = 980.6199 gals.).
 JB0624
 JB0624.The modeled gravity was interpolated from observed gravity values.
 JB0624
 JB0624;                    North         East    Units  Estimated Accuracy
 JB0624;SPC IL E     -   204,240.      245,870.      MT  (+/- 180 meters Scaled)
 JB0624
 JB0624                          SUPERSEDED SURVEY CONTROL
 JB0624
 JB0624  NGVD 29 (??/??/92)  170.094  (m)          558.05   (f) ADJ UNCH    2 0
 JB0624
 JB0624.Superseded values are not recommended for survey control.
 JB0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0624.See file dsdata.txt to determine how the superseded data were derived.
 JB0624
 JB0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH296636(NAD 83)
 JB0624_MARKER: DR = REFERENCE MARK DISK
 JB0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0624_STAMPING: L 215 1960
 JB0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0624+STABILITY: SURFACE MOTION
 JB0624
 JB0624  HISTORY     - Date     Condition        Report By
 JB0624  HISTORY     - 1960     MONUMENTED       CGS
 JB0624
 JB0624                          STATION DESCRIPTION
 JB0624
 JB0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0624'5.2 MI N FROM DIX.
 JB0624'ABOUT 4.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0624'AT DIX, THENCE 0.75 MILE WEST ALONG AN OILED ROAD, AT THE JUNCTION
 JB0624'OF A NORTH-SOUTH OILED ROAD, 23 FEET NORTH OF THE CENTER LINE OF
 JB0624'THE ROAD, 54 FEET EAST OF THE CENTER LINE OF THE ROAD, 50 FEET
 JB0624'NORTHEAST OF THE CENTER OF THE JUNCTION, 1 FOOT SOUTH OF A FENCE,
 JB0624'4 FEET EAST OF A FENCE CORNER, 5.5 FEET SOUTHEAST OF POWER POLE
 JB0624'NUMBER E 18-3-24, 2.6 FEET SOUTHEAST OF A METAL WITNESS POST,
 JB0624'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 JB0624'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0317 ***********************************************************************
 JB0317  DESIGNATION -  L 216
 JB0317  PID         -  JB0317
 JB0317  STATE/COUNTY-  IL/JEFFERSON
 JB0317  USGS QUAD   -  INA (1975)
 JB0317
 JB0317                         *CURRENT SURVEY CONTROL
 JB0317  ___________________________________________________________________
 JB0317* NAD 83(1986)-  38 08 11.     (N)    088 54 12.     (W)     SCALED    
 JB0317* NAVD 88     -       130.470  (meters)     428.05   (feet)  ADJUSTED  
 JB0317  ___________________________________________________________________
 JB0317  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 JB0317  DYNAMIC HT  -         130.385 (meters)     427.77  (feet)  COMP
 JB0317  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 JB0317
 JB0317  VERT ORDER  -  SECOND    CLASS 0
 JB0317
 JB0317.The horizontal coordinates were scaled from a topographic map and have
 JB0317.an estimated accuracy of +/- 6 seconds.
 JB0317
 JB0317.The orthometric height was determined by differential leveling
 JB0317.and adjusted by the National Geodetic Survey in June 1991..
 JB0317
 JB0317.The geoid height was determined by GEOID03.
 JB0317
 JB0317.The dynamic height is computed by dividing the NAVD 88
 JB0317.geopotential number by the normal gravity value computed on the
 JB0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0317.degrees latitude (g = 980.6199 gals.).
 JB0317
 JB0317.The modeled gravity was interpolated from observed gravity values.
 JB0317
 JB0317;                    North         East    Units  Estimated Accuracy
 JB0317;SPC IL E     -   163,270.      250,030.      MT  (+/- 180 meters Scaled)
 JB0317
 JB0317                          SUPERSEDED SURVEY CONTROL
 JB0317
 JB0317  NGVD 29 (??/??/92)  130.572  (m)          428.38   (f) ADJ UNCH    2 0
 JB0317
 JB0317.Superseded values are not recommended for survey control.
 JB0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0317.See file dsdata.txt to determine how the superseded data were derived.
 JB0317
 JB0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH331226(NAD 83)
 JB0317_MARKER: DB = BENCH MARK DISK
 JB0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0317_STAMPING: L 216 1960
 JB0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0317+STABILITY: SURFACE MOTION
 JB0317
 JB0317  HISTORY     - Date     Condition        Report By
 JB0317  HISTORY     - 1960     MONUMENTED       CGS
 JB0317  HISTORY     - 1978     GOOD             ILDT
 JB0317
 JB0317                          STATION DESCRIPTION
 JB0317
 JB0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0317'1 MI S FROM INA.
 JB0317'ABOUT 1.05 MILES SOUTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0317'RAILROAD FROM THE STATION AT INA, AT A GRAVEL ROAD CROSSING, AT
 JB0317'POLE NUMBER 288-10, 47 FEET EAST OF THE EAST RAIL, 25 FEET SOUTH
 JB0317'OF THE CENTER LINE OF THE GRAVEL ROAD, 115 FEET EAST OF THE
 JB0317'CENTER LINE OF STATE HIGHWAY 37, 55 FEET SOUTHEAST OF THE CENTER
 JB0317'OF THE CROSSING, 1 FOOT WEST OF A FENCE, 3 FEET SOUTH OF A
 JB0317'FENCE CORNER, 95 FEET NORTHEAST OF POLE NUMBER 288-10, 1.9
 JB0317'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JB0317'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 JB0317'PROJECTING 2 INCHES.
 JB0317
 JB0317                          STATION RECOVERY (1978)
 JB0317
 JB0317'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 JB0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0923 ***********************************************************************
 HB0923  DESIGNATION -  L 217
 HB0923  PID         -  HB0923
 HB0923  STATE/COUNTY-  IL/PULASKI
 HB0923  USGS QUAD   -  PULASKI (1967)
 HB0923
 HB0923                         *CURRENT SURVEY CONTROL
 HB0923  ___________________________________________________________________
 HB0923* NAD 83(1986)-  37 12 18.     (N)    089 09 10.     (W)     SCALED    
 HB0923* NAVD 88     -       142.087  (meters)     466.16   (feet)  ADJUSTED  
 HB0923  ___________________________________________________________________
 HB0923  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB0923  DYNAMIC HT  -         141.984 (meters)     465.83  (feet)  COMP
 HB0923  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 HB0923
 HB0923  VERT ORDER  -  SECOND    CLASS 0
 HB0923
 HB0923.The horizontal coordinates were scaled from a topographic map and have
 HB0923.an estimated accuracy of +/- 6 seconds.
 HB0923
 HB0923.The orthometric height was determined by differential leveling
 HB0923.and adjusted by the National Geodetic Survey in June 1991..
 HB0923
 HB0923.The geoid height was determined by GEOID03.
 HB0923
 HB0923.The dynamic height is computed by dividing the NAVD 88
 HB0923.geopotential number by the normal gravity value computed on the
 HB0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0923.degrees latitude (g = 980.6199 gals.).
 HB0923
 HB0923.The modeled gravity was interpolated from observed gravity values.
 HB0923
 HB0923;                    North         East    Units  Estimated Accuracy
 HB0923;SPC IL W     -    60,220.      790,000.      MT  (+/- 180 meters Scaled)
 HB0923
 HB0923                          SUPERSEDED SURVEY CONTROL
 HB0923
 HB0923  NGVD 29 (??/??/??)  142.019  (m)          465.94   (f) ADJUSTED    2 0
 HB0923
 HB0923.Superseded values are not recommended for survey control.
 HB0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0923.See file dsdata.txt to determine how the superseded data were derived.
 HB0923
 HB0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG089197(NAD 83)
 HB0923_MARKER: DB = BENCH MARK DISK
 HB0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0923_STAMPING: L 217 1960
 HB0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0923+STABILITY: SURFACE MOTION
 HB0923
 HB0923  HISTORY     - Date     Condition        Report By
 HB0923  HISTORY     - 1960     MONUMENTED       CGS
 HB0923  HISTORY     - 20020829 MARK NOT FOUND   USACE
 HB0923
 HB0923                          STATION DESCRIPTION
 HB0923
 HB0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0923'4 MI E FROM PULASKI.
 HB0923'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0923'AT PULASKI, THENCE 1.25 MILES EAST ALONG A GRAVEL ROAD, THENCE
 HB0923'0.25 MILE NORTH ALONG A GRAVEL ROAD, THENCE 1.85 MILES EAST ALONG
 HB0923'A GRAVEL ROAD, AT A DRIVE SOUTH TO A FARM HOUSE, ABOUT 0.2 MILE
 HB0923'EAST OF A GRAVEL CROSS ROAD, 24 FEET SOUTH OF THE CENTER LINE
 HB0923'OF THE ROAD, 63 FEET EAST OF THE CENTER LINE OF THE DRIVE, 62
 HB0923'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 89 FEET EAST
 HB0923'OF A POWER POLE, 1.9 FEET EAST OF A METAL WITNESS POST, ABOUT 3
 HB0923'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 HB0923'POST FLUSH WITH THE GROUND.
 HB0923
 HB0923                          STATION RECOVERY (2002)
 HB0923
 HB0923'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0956 ***********************************************************************
 KB0956  DESIGNATION -  L 218
 KB0956  PID         -  KB0956
 KB0956  STATE/COUNTY-  IL/MACOUPIN
 KB0956  USGS QUAD   -  VIRDEN NORTH (1983)
 KB0956
 KB0956                         *CURRENT SURVEY CONTROL
 KB0956  ___________________________________________________________________
 KB0956* NAD 83(1986)-  39 30 20.     (N)    089 45 47.     (W)     SCALED    
 KB0956* NAVD 88     -       202.083  (meters)     663.00   (feet)  ADJUSTED  
 KB0956  ___________________________________________________________________
 KB0956  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KB0956  DYNAMIC HT  -         201.970 (meters)     662.63  (feet)  COMP
 KB0956  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 KB0956
 KB0956  VERT ORDER  -  SECOND    CLASS 0
 KB0956
 KB0956.The horizontal coordinates were scaled from a topographic map and have
 KB0956.an estimated accuracy of +/- 6 seconds.
 KB0956
 KB0956.The orthometric height was determined by differential leveling
 KB0956.and adjusted by the National Geodetic Survey in June 1991..
 KB0956
 KB0956.The geoid height was determined by GEOID03.
 KB0956
 KB0956.The dynamic height is computed by dividing the NAVD 88
 KB0956.geopotential number by the normal gravity value computed on the
 KB0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0956.degrees latitude (g = 980.6199 gals.).
 KB0956
 KB0956.The modeled gravity was interpolated from observed gravity values.
 KB0956
 KB0956;                    North         East    Units  Estimated Accuracy
 KB0956;SPC IL W     -   315,170.      734,710.      MT  (+/- 180 meters Scaled)
 KB0956
 KB0956                          SUPERSEDED SURVEY CONTROL
 KB0956
 KB0956  NGVD 29 (??/??/92)  202.199  (m)          663.38   (f) ADJ UNCH    2 0
 KB0956
 KB0956.Superseded values are not recommended for survey control.
 KB0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0956.See file dsdata.txt to determine how the superseded data were derived.
 KB0956
 KB0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ624765(NAD 83)
 KB0956_MARKER: DB = BENCH MARK DISK
 KB0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0956_SP_SET: CULVERT
 KB0956_STAMPING: L 218 1960
 KB0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0956
 KB0956  HISTORY     - Date     Condition        Report By
 KB0956  HISTORY     - 1960     MONUMENTED       CGS
 KB0956  HISTORY     - 1976     GOOD             NGS
 KB0956
 KB0956                          STATION DESCRIPTION
 KB0956
 KB0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0956'0.4 MI N FROM VIRDEN.
 KB0956'ABOUT 0.45 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAIL ROAD
 KB0956'FROM THE STATION IN VIRDEN, SET IN THE TOP OF THE NORTH END
 KB0956'OF THE EAST HEADWALL OF A FOUR FOOT CONCRETE BOX CULVERT, 9 FEET
 KB0956'EAST OF THE EAST RAIL OF THE NORTH BOUND TRACK, 2 FEET BELOW
 KB0956'THE LEVEL OF THE TRACK.
 KB0956
 KB0956                          STATION RECOVERY (1976)
 KB0956
 KB0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1072 ***********************************************************************
 KB1072  DESIGNATION -  L 219
 KB1072  PID         -  KB1072
 KB1072  STATE/COUNTY-  IL/SANGAMON
 KB1072  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1072
 KB1072                         *CURRENT SURVEY CONTROL
 KB1072  ___________________________________________________________________
 KB1072* NAD 83(1986)-  39 57 40.     (N)    089 32 32.     (W)     SCALED    
 KB1072* NAVD 88     -       178.252  (meters)     584.82   (feet)  ADJUSTED  
 KB1072  ___________________________________________________________________
 KB1072  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1072  DYNAMIC HT  -         178.159 (meters)     584.51  (feet)  COMP
 KB1072  MODELED GRAV-     980,098.1   (mgal)                       NAVD 88
 KB1072
 KB1072  VERT ORDER  -  SECOND    CLASS 0
 KB1072
 KB1072.The horizontal coordinates were scaled from a topographic map and have
 KB1072.an estimated accuracy of +/- 6 seconds.
 KB1072
 KB1072.The orthometric height was determined by differential leveling
 KB1072.and adjusted by the National Geodetic Survey in June 1991..
 KB1072
 KB1072.The geoid height was determined by GEOID03.
 KB1072
 KB1072.The dynamic height is computed by dividing the NAVD 88
 KB1072.geopotential number by the normal gravity value computed on the
 KB1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1072.degrees latitude (g = 980.6199 gals.).
 KB1072
 KB1072.The modeled gravity was interpolated from observed gravity values.
 KB1072
 KB1072;                    North         East    Units  Estimated Accuracy
 KB1072;SPC IL W     -   365,860.      753,350.      MT  (+/- 180 meters Scaled)
 KB1072
 KB1072                          SUPERSEDED SURVEY CONTROL
 KB1072
 KB1072  NGVD 29 (??/??/92)  178.345  (m)          585.12   (f) ADJ UNCH    2 0
 KB1072
 KB1072.Superseded values are not recommended for survey control.
 KB1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1072.See file dsdata.txt to determine how the superseded data were derived.
 KB1072
 KB1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK828265(NAD 83)
 KB1072_MARKER: DB = BENCH MARK DISK
 KB1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB1072_SP_SET: CULVERT
 KB1072_STAMPING: L 219 1960
 KB1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1072
 KB1072  HISTORY     - Date     Condition        Report By
 KB1072  HISTORY     - 1960     MONUMENTED       CGS
 KB1072  HISTORY     - 1976     GOOD             NGS
 KB1072
 KB1072                          STATION DESCRIPTION
 KB1072
 KB1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1072'1.2 MI N FROM WILLIAMSVILLE.
 KB1072'0.3 MILES WEST ALONG AN ASPHALT STREET FROM THE CITY WATER TOWER
 KB1072'IN WILLIAMSVILLE, THENCE 0.9 MILES NORTHEAST ALONG U.S. HIGHWAY
 KB1072'66, THENCE 0.05 MILES SOUTHEAST ALONG THE GULF MOBILE AND OHIO
 KB1072'RAILROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 KB1072'HEADWALL OF A 5 FOOT CONCRETE CULVERT UNDER THE RAILROAD, 18 FEET
 KB1072'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTH BOUND TRACK, 39
 KB1072'FEET SOUTHEAST OF THE CENTER LINE OF OLD U.S. HIGHWAY 63, 3 FEET
 KB1072'BELOW THE LEVEL OF THE TRACK, AND ABOUT 3 FEET ABOVE THE LEVEL
 KB1072'OF OLD U.S. HIGHWAY 66.
 KB1072
 KB1072                          STATION RECOVERY (1976)
 KB1072
 KB1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0198 ***********************************************************************
 LC0198  DESIGNATION -  L 22
 LC0198  PID         -  LC0198
 LC0198  STATE/COUNTY-  IL/CHAMPAIGN
 LC0198  USGS QUAD   -  FOOSLAND (1984)
 LC0198
 LC0198                         *CURRENT SURVEY CONTROL
 LC0198  ___________________________________________________________________
 LC0198* NAD 83(1986)-  40 21 38.     (N)    088 25 48.     (W)     SCALED    
 LC0198* NAVD 88     -       225.430  (meters)     739.60   (feet)  ADJUSTED  
 LC0198  ___________________________________________________________________
 LC0198  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0198  DYNAMIC HT  -         225.321 (meters)     739.24  (feet)  COMP
 LC0198  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 LC0198
 LC0198  VERT ORDER  -  SECOND    CLASS 0
 LC0198
 LC0198.The horizontal coordinates were scaled from a topographic map and have
 LC0198.an estimated accuracy of +/- 6 seconds.
 LC0198
 LC0198.The orthometric height was determined by differential leveling
 LC0198.and adjusted by the National Geodetic Survey in June 1991..
 LC0198
 LC0198.The geoid height was determined by GEOID03.
 LC0198
 LC0198.The dynamic height is computed by dividing the NAVD 88
 LC0198.geopotential number by the normal gravity value computed on the
 LC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0198.degrees latitude (g = 980.6199 gals.).
 LC0198
 LC0198.The modeled gravity was interpolated from observed gravity values.
 LC0198
 LC0198;                    North         East    Units  Estimated Accuracy
 LC0198;SPC IL E     -   410,040.      291,790.      MT  (+/- 180 meters Scaled)
 LC0198
 LC0198                          SUPERSEDED SURVEY CONTROL
 LC0198
 LC0198  NGVD 29 (??/??/92)  225.479  (m)          739.76   (f) ADJ UNCH    2 0
 LC0198
 LC0198.Superseded values are not recommended for survey control.
 LC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0198.See file dsdata.txt to determine how the superseded data were derived.
 LC0198
 LC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK785687(NAD 83)
 LC0198_MARKER: DB = BENCH MARK DISK
 LC0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0198_SP_SET: BUILDING
 LC0198_STAMPING: L 22 1934
 LC0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0198
 LC0198  HISTORY     - Date     Condition        Report By
 LC0198  HISTORY     - 1934     MONUMENTED       CGS
 LC0198  HISTORY     - 1941     GOOD             NGS
 LC0198  HISTORY     - 1973     GOOD             NGS
 LC0198
 LC0198                          STATION DESCRIPTION
 LC0198
 LC0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LC0198'AT FOOSLAND.
 LC0198'AT FOOSLAND, CHAMPAIGN COUNTY, ONE BLOCK EAST OF THE WABASH
 LC0198'RAILWAY STATION, ONE FOOT EAST OF THE NORTHWEST CORNER OF THE
 LC0198'FORMER FIRST NATIONAL BANK BUILDING (NOW OCCUPIED BY THE FOOSLAND
 LC0198'GRAIN CO.) AND ABOUT 4 FEET ABOVE THE SIDEWALK.  A STANDARD
 LC0198'DISK, STAMPED L 22 1934 AND SET VERTICALLY.
 LC0198
 LC0198                          STATION RECOVERY (1973)
 LC0198
 LC0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1073 ***********************************************************************
 LC1073  DESIGNATION -  L 220
 LC1073  PID         -  LC1073
 LC1073  STATE/COUNTY-  IL/LOGAN
 LC1073  USGS QUAD   -  LINCOLN EAST (1980)
 LC1073
 LC1073                         *CURRENT SURVEY CONTROL
 LC1073  ___________________________________________________________________
 LC1073* NAD 83(1986)-  40 13 20.     (N)    089 16 37.     (W)     SCALED    
 LC1073* NAVD 88     -       184.576  (meters)     605.56   (feet)  ADJUSTED  
 LC1073  ___________________________________________________________________
 LC1073  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1073  DYNAMIC HT  -         184.482 (meters)     605.25  (feet)  COMP
 LC1073  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 LC1073
 LC1073  VERT ORDER  -  SECOND    CLASS 0
 LC1073
 LC1073.The horizontal coordinates were scaled from a topographic map and have
 LC1073.an estimated accuracy of +/- 6 seconds.
 LC1073
 LC1073.The orthometric height was determined by differential leveling
 LC1073.and adjusted by the National Geodetic Survey in June 1991..
 LC1073
 LC1073.The geoid height was determined by GEOID03.
 LC1073
 LC1073.The dynamic height is computed by dividing the NAVD 88
 LC1073.geopotential number by the normal gravity value computed on the
 LC1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1073.degrees latitude (g = 980.6199 gals.).
 LC1073
 LC1073.The modeled gravity was interpolated from observed gravity values.
 LC1073
 LC1073;                    North         East    Units  Estimated Accuracy
 LC1073;SPC IL W     -   395,040.      775,730.      MT  (+/- 180 meters Scaled)
 LC1073
 LC1073                          SUPERSEDED SURVEY CONTROL
 LC1073
 LC1073  NGVD 29 (??/??/92)  184.651  (m)          605.81   (f) ADJ UNCH    2 0
 LC1073
 LC1073.Superseded values are not recommended for survey control.
 LC1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1073.See file dsdata.txt to determine how the superseded data were derived.
 LC1073
 LC1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK062549(NAD 83)
 LC1073_MARKER: DB = BENCH MARK DISK
 LC1073_SETTING: 0 = UNSPECIFIED SETTING
 LC1073_STAMPING: L 220 1960
 LC1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1073
 LC1073  HISTORY     - Date     Condition        Report By
 LC1073  HISTORY     - 1960     MONUMENTED       CGS
 LC1073
 LC1073                          STATION DESCRIPTION
 LC1073
 LC1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1073'5 MI NE FROM LINCOLN.
 LC1073'ABOUT 5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC1073'WITH BUSINESS ROUTE 66 IN THE NORTH PART OF LINCOLN, ABOUT 0.25
 LC1073'MILES NORTHEAST OF THE JUNCTION OF LAWNDALE ROAD IN THE SMALL
 LC1073'COMMUNITY OF LAWNDALE, SET IN THE TOP OF THE CONCRETE BACKWALL
 LC1073'AT THE NORTHWEST CORNER OF A 200 FOOT TRESTLE OF THE GULF MOBILE
 LC1073'AND OHIO RAILROAD OVER KICKAPOO CREEK, 9 FEET SOUTHEAST OF THE
 LC1073'SOUTHEAST RAIL OF THE NORTH BOUND TRACK, 130 FEET NORTHWEST OF
 LC1073'THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 66, 48
 LC1073'FEET SOUTHEAST OF A TELEPHONE BOX, 3 FEET ABOVE THE LEVEL OF THE
 LC1073'HIGHWAY, AND ABOUT LEVEL WITH THE TRACK.  NOTE-- THIS MARK MAY
 LC1073'BE REACHED FROM THE PUBLIC LIBRARY IN THE CITY PARK IN ATLANTA
 LC1073'BY GOING 0.9 MILES SOUTHWEST ALONG AN ASPHALT STREET (OLD U.S.
 LC1073'HIGHWAY 66) THENCE 2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0625 ***********************************************************************
 NH0625  DESIGNATION -  L 221
 NH0625  PID         -  NH0625
 NH0625  STATE/COUNTY-  IL/OGLE
 NH0625  USGS QUAD   -  KINGS (1993)
 NH0625
 NH0625                         *CURRENT SURVEY CONTROL
 NH0625  ___________________________________________________________________
 NH0625* NAD 83(1986)-  42 05 06.     (N)    089 05 39.     (W)     SCALED    
 NH0625* NAVD 88     -       242.596  (meters)     795.92   (feet)  ADJUSTED  
 NH0625  ___________________________________________________________________
 NH0625  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NH0625  DYNAMIC HT  -         242.515 (meters)     795.65  (feet)  COMP
 NH0625  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 NH0625
 NH0625  VERT ORDER  -  FIRST     CLASS I
 NH0625
 NH0625.The horizontal coordinates were scaled from a topographic map and have
 NH0625.an estimated accuracy of +/- 6 seconds.
 NH0625
 NH0625.The orthometric height was determined by differential leveling
 NH0625.and adjusted by the National Geodetic Survey in June 1991..
 NH0625.WARNING-Repeat measurements at this control monument indicate possible
 NH0625.vertical movement.
 NH0625
 NH0625.The geoid height was determined by GEOID03.
 NH0625
 NH0625.The dynamic height is computed by dividing the NAVD 88
 NH0625.geopotential number by the normal gravity value computed on the
 NH0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0625.degrees latitude (g = 980.6199 gals.).
 NH0625
 NH0625.The modeled gravity was interpolated from observed gravity values.
 NH0625
 NH0625;                    North         East    Units  Estimated Accuracy
 NH0625;SPC IL W     -   602,080.      788,730.      MT  (+/- 180 meters Scaled)
 NH0625
 NH0625                          SUPERSEDED SURVEY CONTROL
 NH0625
 NH0625  NGVD 29 (??/??/92)  242.639  (m)          796.06   (f) ADJ UNCH    1 1
 NH0625
 NH0625.Superseded values are not recommended for survey control.
 NH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0625.See file dsdata.txt to determine how the superseded data were derived.
 NH0625
 NH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM267613(NAD 83)
 NH0625_MARKER: DB = BENCH MARK DISK
 NH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0625_STAMPING: L 221 1960
 NH0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0625+STABILITY: SURFACE MOTION
 NH0625
 NH0625  HISTORY     - Date     Condition        Report By
 NH0625  HISTORY     - 1960     MONUMENTED       CGS
 NH0625  HISTORY     - 1969     GOOD             NGS
 NH0625  HISTORY     - 1987     GOOD             USPSQD
 NH0625  HISTORY     - 19960624 GOOD             USPSQD
 NH0625  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0625  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0625
 NH0625                          STATION DESCRIPTION
 NH0625
 NH0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0625'1 MI S FROM DAVIS JUNCTION.
 NH0625'ABOUT 1.05 MILES SOUTH ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 NH0625'RAILROAD FROM THE STATION AT DAVIS JUNCTION, OR ABOUT 1.5 MILES
 NH0625'NORTH ALONG THE CHICAGO BURLINGTON AND QUINCY RAILROAD FROM THE
 NH0625'STATION AT HOLCOMB, 0.35 MILE SOUTH OF MILEPOST 11, 46 FEET EAST
 NH0625'OF THE EAST RAIL OF THE MAIN TRACK, 171 FEET SOUTHEAST OF A
 NH0625'SWITCH STAND, 65 1/2 FEET SOUTHEAST AND ACROSS A TRACK ROAD FROM
 NH0625'A SEMAPHORE, 32 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NH0625'10 FEET EAST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE,
 NH0625'2 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN
 NH0625'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 NH0625'SURFACE OF THE GROUND.  SEC 26, T42N, R1E.
 NH0625
 NH0625                          STATION RECOVERY (1987)
 NH0625
 NH0625'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0625'RECOVERED IN GOOD CONDITION.
 NH0625
 NH0625                          STATION RECOVERY (1996)
 NH0625
 NH0625'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0625'RECOVERED IN GOOD CONDITION.
 NH0625
 NH0625                          STATION RECOVERY (2001)
 NH0625
 NH0625'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0625'MARK NOT FOUND.
 NH0625
 NH0625                          STATION RECOVERY (2004)
 NH0625
 NH0625'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0579 ***********************************************************************
 NH0579  DESIGNATION -  L 222
 NH0579  PID         -  NH0579
 NH0579  STATE/COUNTY-  IL/WINNEBAGO
 NH0579  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0579
 NH0579                         *CURRENT SURVEY CONTROL
 NH0579  ___________________________________________________________________
 NH0579* NAD 83(1986)-  42 16 30.     (N)    089 05 38.     (W)     SCALED    
 NH0579* NAVD 88     -       225.125  (meters)     738.60   (feet)  ADJUSTED  
 NH0579  ___________________________________________________________________
 NH0579  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NH0579  DYNAMIC HT  -         225.053 (meters)     738.36  (feet)  COMP
 NH0579  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 NH0579
 NH0579  VERT ORDER  -  FIRST     CLASS II
 NH0579
 NH0579.The horizontal coordinates were scaled from a topographic map and have
 NH0579.an estimated accuracy of +/- 6 seconds.
 NH0579
 NH0579.The orthometric height was determined by differential leveling
 NH0579.and adjusted by the National Geodetic Survey in June 1991..
 NH0579
 NH0579.The geoid height was determined by GEOID03.
 NH0579
 NH0579.The dynamic height is computed by dividing the NAVD 88
 NH0579.geopotential number by the normal gravity value computed on the
 NH0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0579.degrees latitude (g = 980.6199 gals.).
 NH0579
 NH0579.The modeled gravity was interpolated from observed gravity values.
 NH0579
 NH0579;                    North         East    Units  Estimated Accuracy
 NH0579;SPC IL W     -   623,180.      788,490.      MT  (+/- 180 meters Scaled)
 NH0579
 NH0579                          SUPERSEDED SURVEY CONTROL
 NH0579
 NH0579  NGVD 29 (??/??/92)  225.181  (m)          738.78   (f) ADJ UNCH    1 2
 NH0579
 NH0579.Superseded values are not recommended for survey control.
 NH0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0579.See file dsdata.txt to determine how the superseded data were derived.
 NH0579
 NH0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM273824(NAD 83)
 NH0579_MARKER: DB = BENCH MARK DISK
 NH0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0579_SP_SET: BUILDING
 NH0579_STAMPING: L 222 1960
 NH0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0579
 NH0579  HISTORY     - Date     Condition        Report By
 NH0579  HISTORY     - 1960     MONUMENTED       CGS
 NH0579  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0579
 NH0579                          STATION DESCRIPTION
 NH0579
 NH0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0579'AT ROCKFORD.
 NH0579'AT ROCKFORD, AT THE INTERSECTION OF COURT AND PARK STREETS, IN
 NH0579'S-23, R-1E, T-44N, SET VERTICALLY IN THE EAST-SOUTHEAST FACE OF
 NH0579'RED BRICK 2 1/2-STORY FRANKLIN SCHOOL BUILDING, 6.8 FEET
 NH0579'SOUTH-SOUTHWEST OF THE CENTER OF EAST-SOUTHEAST ENTRANCE, 167
 NH0579'FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST CURB OF COURT STREET,
 NH0579'50 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST CURB OF PARK
 NH0579'STREET, AND 3 1/2 FEET ABOVE THE LEVEL OF BLACK TOP SCHOOL
 NH0579'YARD.
 NH0579
 NH0579                          STATION RECOVERY (1987)
 NH0579
 NH0579'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0528 ***********************************************************************
 MF0528  DESIGNATION -  L 223
 MF0528  PID         -  MF0528
 MF0528  STATE/COUNTY-  IL/OGLE
 MF0528  USGS QUAD   -  ROCHELLE (1993)
 MF0528
 MF0528                         *CURRENT SURVEY CONTROL
 MF0528  ___________________________________________________________________
 MF0528* NAD 83(1986)-  41 58 11.     (N)    089 06 48.     (W)     SCALED    
 MF0528* NAVD 88     -       258.195  (meters)     847.09   (feet)  ADJUSTED  
 MF0528  ___________________________________________________________________
 MF0528  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0528  DYNAMIC HT  -         258.106 (meters)     846.80  (feet)  COMP
 MF0528  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 MF0528
 MF0528  VERT ORDER  -  FIRST     CLASS I
 MF0528
 MF0528.The horizontal coordinates were scaled from a topographic map and have
 MF0528.an estimated accuracy of +/- 6 seconds.
 MF0528
 MF0528.The orthometric height was determined by differential leveling
 MF0528.and adjusted by the National Geodetic Survey in June 1991..
 MF0528.WARNING-Repeat measurements at this control monument indicate possible
 MF0528.vertical movement.
 MF0528
 MF0528.The geoid height was determined by GEOID03.
 MF0528
 MF0528.The dynamic height is computed by dividing the NAVD 88
 MF0528.geopotential number by the normal gravity value computed on the
 MF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0528.degrees latitude (g = 980.6199 gals.).
 MF0528
 MF0528.The modeled gravity was interpolated from observed gravity values.
 MF0528
 MF0528;                    North         East    Units  Estimated Accuracy
 MF0528;SPC IL W     -   589,260.      787,310.      MT  (+/- 180 meters Scaled)
 MF0528
 MF0528                          SUPERSEDED SURVEY CONTROL
 MF0528
 MF0528  NGVD 29 (??/??/92)  258.240  (m)          847.24   (f) ADJ UNCH    1 1
 MF0528
 MF0528.Superseded values are not recommended for survey control.
 MF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0528.See file dsdata.txt to determine how the superseded data were derived.
 MF0528
 MF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM248485(NAD 83)
 MF0528_MARKER: DB = BENCH MARK DISK
 MF0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0528_STAMPING: L 223 1960
 MF0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0528+STABILITY: SURFACE MOTION
 MF0528
 MF0528  HISTORY     - Date     Condition        Report By
 MF0528  HISTORY     - 1960     MONUMENTED       CGS
 MF0528  HISTORY     - 1969     GOOD             NGS
 MF0528  HISTORY     - 19960514 GOOD             USPSQD
 MF0528  HISTORY     - 20010725 GOOD             USPSQD
 MF0528  HISTORY     - 20040929 MARK NOT FOUND   USPSQD
 MF0528
 MF0528                          STATION DESCRIPTION
 MF0528
 MF0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0528'2.6 MI S FROM KINGS.
 MF0528'ABOUT 2.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0528'RAILROAD FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, 0.5 MILE
 MF0528'SOUTH OF MILEPOST 3, 0.5 MILE NORTH OF THE CROSSING OF THE RAILROAD
 MF0528'AND A PAVED ROAD, 45 FEET WEST OF THE WEST RAIL, 2 FEET NORTHEAST
 MF0528'OF A CORNER FENCE POST, 1 1/2 FEET EAST OF A FENCE, 2.3 FEET
 MF0528'WEST-NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 MF0528'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MF0528'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 4, T40N,
 MF0528'R1E
 MF0528
 MF0528                          STATION RECOVERY (1996)
 MF0528
 MF0528'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0528'RECOVERED IN GOOD CONDITION.
 MF0528
 MF0528                          STATION RECOVERY (2001)
 MF0528
 MF0528'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0528'RECOVERED IN GOOD CONDITION.
 MF0528
 MF0528                          STATION RECOVERY (2004)
 MF0528
 MF0528'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0574 ***********************************************************************
 MF0574  DESIGNATION -  L 224
 MF0574  PID         -  MF0574
 MF0574  STATE/COUNTY-  IL/LEE
 MF0574  USGS QUAD   -  STEWARD (1993)
 MF0574
 MF0574                         *CURRENT SURVEY CONTROL
 MF0574  ___________________________________________________________________
 MF0574* NAD 83(1986)-  41 46 09.     (N)    089 02 00.     (W)     SCALED    
 MF0574* NAVD 88     -       248.420  (meters)     815.02   (feet)  ADJUSTED  
 MF0574  ___________________________________________________________________
 MF0574  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0574  DYNAMIC HT  -         248.328 (meters)     814.72  (feet)  COMP
 MF0574  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 MF0574
 MF0574  VERT ORDER  -  FIRST     CLASS I
 MF0574
 MF0574.The horizontal coordinates were scaled from a topographic map and have
 MF0574.an estimated accuracy of +/- 6 seconds.
 MF0574
 MF0574.The orthometric height was determined by differential leveling
 MF0574.and adjusted by the National Geodetic Survey in June 1991..
 MF0574
 MF0574.The geoid height was determined by GEOID03.
 MF0574
 MF0574.The dynamic height is computed by dividing the NAVD 88
 MF0574.geopotential number by the normal gravity value computed on the
 MF0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0574.degrees latitude (g = 980.6199 gals.).
 MF0574
 MF0574.The modeled gravity was interpolated from observed gravity values.
 MF0574
 MF0574;                    North         East    Units  Estimated Accuracy
 MF0574;SPC IL W     -   567,070.      794,230.      MT  (+/- 180 meters Scaled)
 MF0574
 MF0574                          SUPERSEDED SURVEY CONTROL
 MF0574
 MF0574  NGVD 29 (??/??/92)  248.463  (m)          815.17   (f) ADJ UNCH    1 1
 MF0574
 MF0574.Superseded values are not recommended for survey control.
 MF0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0574.See file dsdata.txt to determine how the superseded data were derived.
 MF0574
 MF0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM309261(NAD 83)
 MF0574_MARKER: DB = BENCH MARK DISK
 MF0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0574_SP_SET: ABUTMENT
 MF0574_STAMPING: L 224 1960
 MF0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0574+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 MF0574
 MF0574  HISTORY     - Date     Condition        Report By
 MF0574  HISTORY     - 1960     MONUMENTED       CGS
 MF0574  HISTORY     - 1969     GOOD             NGS
 MF0574  HISTORY     - 19950818 GOOD             USPSQD
 MF0574  HISTORY     - 20020123 GOOD             NGS
 MF0574  HISTORY     - 20030628 GOOD             USPSQD
 MF0574
 MF0574                          STATION DESCRIPTION
 MF0574
 MF0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0574'11.4 MI S FROM ROCHELLE.
 MF0574'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0574'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 5.8 MILES SOUTH
 MF0574'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 120
 MF0574'YARDS WEST OF THE WEST RAIL, 15 FEET WEST OF THE CENTER LINE OF
 MF0574'A PAVED ROAD, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 MF0574'CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER WILLOW CREEK, 1
 MF0574'FOOT WEST OF THE NORTH END OF THE WEST CONCRETE GUARD RAIL ON
 MF0574'THE BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 MF0574'SEC 17, T38N, R 2E.
 MF0574
 MF0574                          STATION RECOVERY (1995)
 MF0574
 MF0574'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0574'RECOVERED IN GOOD CONDITION.
 MF0574
 MF0574                          STATION RECOVERY (2002)
 MF0574
 MF0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0574'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0574
 MF0574                          STATION RECOVERY (2003)
 MF0574
 MF0574'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0684 ***********************************************************************
 MF0684  DESIGNATION -  L 225
 MF0684  PID         -  MF0684
 MF0684  STATE/COUNTY-  IL/LA SALLE
 MF0684  USGS QUAD   -  TROY GROVE (1993)
 MF0684
 MF0684                         *CURRENT SURVEY CONTROL
 MF0684  ___________________________________________________________________
 MF0684* NAD 83(1986)-  41 25 32.     (N)    089 06 59.     (W)     SCALED    
 MF0684* NAVD 88     -       202.686  (meters)     664.98   (feet)  ADJUSTED  
 MF0684  ___________________________________________________________________
 MF0684  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0684  DYNAMIC HT  -         202.606 (meters)     664.72  (feet)  COMP
 MF0684  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 MF0684
 MF0684  VERT ORDER  -  FIRST     CLASS I
 MF0684
 MF0684.The horizontal coordinates were scaled from a topographic map and have
 MF0684.an estimated accuracy of +/- 6 seconds.
 MF0684
 MF0684.The orthometric height was determined by differential leveling
 MF0684.and adjusted by the National Geodetic Survey in June 1991..
 MF0684
 MF0684.The geoid height was determined by GEOID03.
 MF0684
 MF0684.The dynamic height is computed by dividing the NAVD 88
 MF0684.geopotential number by the normal gravity value computed on the
 MF0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0684.degrees latitude (g = 980.6199 gals.).
 MF0684
 MF0684.The modeled gravity was interpolated from observed gravity values.
 MF0684
 MF0684;                    North         East    Units  Estimated Accuracy
 MF0684;SPC IL E     -   528,600.      234,540.      MT  (+/- 180 meters Scaled)
 MF0684
 MF0684                          SUPERSEDED SURVEY CONTROL
 MF0684
 MF0684  NGVD 29 (??/??/92)  202.736  (m)          665.14   (f) ADJ UNCH    1 1
 MF0684
 MF0684.Superseded values are not recommended for survey control.
 MF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0684.See file dsdata.txt to determine how the superseded data were derived.
 MF0684
 MF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL231881(NAD 83)
 MF0684_MARKER: DB = BENCH MARK DISK
 MF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0684_STAMPING: L 225 1960
 MF0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0684+STABILITY: SURFACE MOTION
 MF0684
 MF0684  HISTORY     - Date     Condition        Report By
 MF0684  HISTORY     - 1960     MONUMENTED       CGS
 MF0684  HISTORY     - 1969     GOOD             NGS
 MF0684  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0684  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0684
 MF0684                          STATION DESCRIPTION
 MF0684
 MF0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0684'7.2 MI N FROM LA SALLE.
 MF0684'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0684'LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0684'STATE HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS
 MF0684'AVENUE WHICH IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST ALONG
 MF0684'OLD U.S. HIGHWAY 51, THENCE 4.1 MILES NORTH ALONG THE ILLINOIS
 MF0684'CENTRAL RAILROAD, OR ABOUT 8.55 MILES SOUTH ALONG THE ILLINOIS
 MF0684'CENTRAL RAILROAD FROM THE RAILROAD STATION AT MENDOTA, 1.0 MILE
 MF0684'SOUTH OF THE CROSSING OF THE RAILROAD AND THE CHICAGO
 MF0684'NORTHWESTERN RAILWAY AT DIMMICK, 0.15 MILE NORTH OF MILEPOST
 MF0684'863, 76 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE
 MF0684'RAILROAD AND A GRAVELED ROAD, 46 1/2 FEET EAST OF THE EAST RAIL,
 MF0684'59 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 77 FEET SOUTHEAST
 MF0684'AND ACROSS THE TRACK FROM A METAL POLE WHICH SUPPORTS A RAILROAD
 MF0684'CROSSING SIGN, 39 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT WEST
 MF0684'OF A FENCE, 2.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET
 MF0684'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MF0684'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 MF0684'SEC 16, T34N, R 1E.
 MF0684
 MF0684                          STATION RECOVERY (1997)
 MF0684
 MF0684'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0684'MARK NOT FOUND.
 MF0684
 MF0684                          STATION RECOVERY (2002)
 MF0684
 MF0684'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0108 ***********************************************************************
 NH0108  DESIGNATION -  L 226
 NH0108  PID         -  NH0108
 NH0108  STATE/COUNTY-  IL/MCHENRY
 NH0108  USGS QUAD   -  RICHMOND (1992)
 NH0108
 NH0108                         *CURRENT SURVEY CONTROL
 NH0108  ___________________________________________________________________
 NH0108* NAD 83(1986)-  42 24 22.     (N)    088 18 18.     (W)     SCALED    
 NH0108* NAVD 88     -       260.541  (meters)     854.79   (feet)  ADJUSTED  
 NH0108  ___________________________________________________________________
 NH0108  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NH0108  DYNAMIC HT  -         260.457 (meters)     854.52  (feet)  COMP
 NH0108  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 NH0108
 NH0108  VERT ORDER  -  SECOND    CLASS 0
 NH0108
 NH0108.The horizontal coordinates were scaled from a topographic map and have
 NH0108.an estimated accuracy of +/- 6 seconds.
 NH0108
 NH0108.The orthometric height was determined by differential leveling
 NH0108.and adjusted by the National Geodetic Survey in June 1991..
 NH0108
 NH0108.The geoid height was determined by GEOID03.
 NH0108
 NH0108.The dynamic height is computed by dividing the NAVD 88
 NH0108.geopotential number by the normal gravity value computed on the
 NH0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0108.degrees latitude (g = 980.6199 gals.).
 NH0108
 NH0108.The modeled gravity was interpolated from observed gravity values.
 NH0108
 NH0108;                    North         East    Units  Estimated Accuracy
 NH0108;SPC IL E     -   637,210.      302,330.      MT  (+/- 180 meters Scaled)
 NH0108
 NH0108                          SUPERSEDED SURVEY CONTROL
 NH0108
 NH0108  NGVD 29 (??/??/92)  260.607  (m)          855.01   (f) ADJ UNCH    2 0
 NH0108
 NH0108.Superseded values are not recommended for survey control.
 NH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0108.See file dsdata.txt to determine how the superseded data were derived.
 NH0108
 NH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM926956(NAD 83)
 NH0108_MARKER: DB = BENCH MARK DISK
 NH0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0108_SP_SET: CONCRETE BASE
 NH0108_STAMPING: L 226 1960
 NH0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0108
 NH0108  HISTORY     - Date     Condition        Report By
 NH0108  HISTORY     - 1960     MONUMENTED       CGS
 NH0108  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0108  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH0108
 NH0108                          STATION DESCRIPTION
 NH0108
 NH0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0108'1.2 MI N FROM RINGWOOD.
 NH0108'ABOUT 1.15 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN
 NH0108'RAILWAY FROM THE STATION SHELTER AT RINGWOOD, 0.45 MILE NORTH
 NH0108'OF MILEPOLE 70, 7 1/2 FEET EAST OF THE EAST RAIL, SET VERTICALLY
 NH0108'IN THE WEST FACE OF THE NORTH END OF THE CONCRETE BASE TO THE
 NH0108'FIRST PIER EAST OF THE TRACK AND UNDER A WOODEN OVERPASS OVER
 NH0108'THE TRACK FOR A PRIVATE ROAD, 1 FOOT SOUTH OF THE NORTH END OF
 NH0108'THE PIER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 NH0108
 NH0108                          STATION RECOVERY (1987)
 NH0108
 NH0108'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 NH0108'MARK NOT FOUND.
 NH0108
 NH0108                          STATION RECOVERY (1989)
 NH0108
 NH0108'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBD)
 NH0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0177 ***********************************************************************
 NH0177  DESIGNATION -  L 227
 NH0177  PID         -  NH0177
 NH0177  STATE/COUNTY-  IL/KANE
 NH0177  USGS QUAD   -  ELGIN (1992)
 NH0177
 NH0177                         *CURRENT SURVEY CONTROL
 NH0177  ___________________________________________________________________
 NH0177* NAD 83(1986)-  42 06 26.     (N)    088 17 14.     (W)     SCALED    
 NH0177* NAVD 88     -       219.405  (meters)     719.83   (feet)  ADJUSTED  
 NH0177  ___________________________________________________________________
 NH0177  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NH0177  DYNAMIC HT  -         219.329 (meters)     719.58  (feet)  COMP
 NH0177  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 NH0177
 NH0177  VERT ORDER  -  SECOND    CLASS 0
 NH0177
 NH0177.The horizontal coordinates were scaled from a topographic map and have
 NH0177.an estimated accuracy of +/- 6 seconds.
 NH0177
 NH0177.The orthometric height was determined by differential leveling
 NH0177.and adjusted by the National Geodetic Survey in June 1991..
 NH0177
 NH0177.The geoid height was determined by GEOID03.
 NH0177
 NH0177.The dynamic height is computed by dividing the NAVD 88
 NH0177.geopotential number by the normal gravity value computed on the
 NH0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0177.degrees latitude (g = 980.6199 gals.).
 NH0177
 NH0177.The modeled gravity was interpolated from observed gravity values.
 NH0177
 NH0177;                    North         East    Units  Estimated Accuracy
 NH0177;SPC IL E     -   604,010.      303,810.      MT  (+/- 180 meters Scaled)
 NH0177
 NH0177                          SUPERSEDED SURVEY CONTROL
 NH0177
 NH0177  NGVD 29 (??/??/92)  219.475  (m)          720.06   (f) ADJ UNCH    2 0
 NH0177
 NH0177.Superseded values are not recommended for survey control.
 NH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0177.See file dsdata.txt to determine how the superseded data were derived.
 NH0177
 NH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM935624(NAD 83)
 NH0177_MARKER: DB = BENCH MARK DISK
 NH0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0177_SP_SET: BRIDGE ABUTMENT
 NH0177_STAMPING: L 227 1960
 NH0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0177
 NH0177  HISTORY     - Date     Condition        Report By
 NH0177  HISTORY     - 1960     MONUMENTED       CGS
 NH0177  HISTORY     - 1987     GOOD             USPSQD
 NH0177  HISTORY     - 1988     GOOD             USPSQD
 NH0177  HISTORY     - 19910319 GOOD             USPSQD
 NH0177  HISTORY     - 19980527 GOOD             USPSQD
 NH0177
 NH0177                          STATION DESCRIPTION
 NH0177
 NH0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0177'AT CARPENTERSVILLE.
 NH0177'AT CARPENTERSVILLE, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 NH0177'ABOUT 25 YARDS SOUTHWEST OF AND ACROSS THE TRACK FROM THE
 NH0177'SOUTHWEST CORNER OF THE STATION, 18 FEET WEST OF THE WEST RAIL,
 NH0177'IN TOP OF THE WEST END OF THE SOUTH STONE ABUTMENT (BRIDGE SEAT)
 NH0177'FOR A 20-FOOT BRIDGE OVER A SMALL STREAM, 3 FEET EAST OF THE
 NH0177'WEST END OF THE ABUTMENT, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 NH0177'TRACK.  ALSO ABOUT 0.35 MILE NORTH OF MILEPOLE 48.
 NH0177
 NH0177                          STATION RECOVERY (1987)
 NH0177
 NH0177'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0177'RECOVERED IN GOOD CONDITION.
 NH0177
 NH0177                          STATION RECOVERY (1988)
 NH0177
 NH0177'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJM)
 NH0177'RECOVERED IN GOOD CONDITION.
 NH0177
 NH0177                          STATION RECOVERY (1991)
 NH0177
 NH0177'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBL)
 NH0177'RECOVERED IN GOOD CONDITION.
 NH0177
 NH0177                          STATION RECOVERY (1998)
 NH0177
 NH0177'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0467 ***********************************************************************
 NH0467  DESIGNATION -  L 228
 NH0467  PID         -  NH0467
 NH0467  STATE/COUNTY-  IL/WINNEBAGO
 NH0467  USGS QUAD   -  PECATONICA (1971)
 NH0467
 NH0467                         *CURRENT SURVEY CONTROL
 NH0467  ___________________________________________________________________
 NH0467* NAD 83(1986)-  42 16 48.     (N)    089 16 52.     (W)     SCALED    
 NH0467* NAVD 88     -       250.776  (meters)     822.75   (feet)  ADJUSTED  
 NH0467  ___________________________________________________________________
 NH0467  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH0467  DYNAMIC HT  -         250.693 (meters)     822.48  (feet)  COMP
 NH0467  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 NH0467
 NH0467  VERT ORDER  -  FIRST     CLASS II
 NH0467
 NH0467.The horizontal coordinates were scaled from a topographic map and have
 NH0467.an estimated accuracy of +/- 6 seconds.
 NH0467
 NH0467.The orthometric height was determined by differential leveling
 NH0467.and adjusted by the National Geodetic Survey in June 1991..
 NH0467
 NH0467.The geoid height was determined by GEOID03.
 NH0467
 NH0467.The dynamic height is computed by dividing the NAVD 88
 NH0467.geopotential number by the normal gravity value computed on the
 NH0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0467.degrees latitude (g = 980.6199 gals.).
 NH0467
 NH0467.The modeled gravity was interpolated from observed gravity values.
 NH0467
 NH0467;                    North         East    Units  Estimated Accuracy
 NH0467;SPC IL W     -   623,560.      773,040.      MT  (+/- 180 meters Scaled)
 NH0467
 NH0467                          SUPERSEDED SURVEY CONTROL
 NH0467
 NH0467  NGVD 29 (??/??/92)  250.824  (m)          822.91   (f) ADJ UNCH    1 2
 NH0467
 NH0467.Superseded values are not recommended for survey control.
 NH0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0467.See file dsdata.txt to determine how the superseded data were derived.
 NH0467
 NH0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM119833(NAD 83)
 NH0467_MARKER: DB = BENCH MARK DISK
 NH0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0467_SP_SET: CULVERT
 NH0467_STAMPING: L 228 1960
 NH0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0467
 NH0467  HISTORY     - Date     Condition        Report By
 NH0467  HISTORY     - 1960     MONUMENTED       CGS
 NH0467  HISTORY     - 1971     GOOD             NGS
 NH0467  HISTORY     - 19970510 MARK NOT FOUND   USPSQD
 NH0467
 NH0467                          STATION DESCRIPTION
 NH0467
 NH0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0467'2.2 MI NW FROM WINNEBAGO.
 NH0467'ABOUT 2.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN
 NH0467'RAILWAY FROM THE STATION AT WINNEBAGO, ABOUT 0.5 MILE NORTHWEST
 NH0467'OF MILE POST 102, NEAR WEST EDGE OF SECTION 6, R 11 E, T 26 N,
 NH0467'0.7 MILE SOUTHEAST OF OVERPASS OVER OLD U.S. HIGHWAY 20, ABOUT
 NH0467'20 YARDS EAST OF NORTHEAST END OF A 6-FOOT PIPE CULVERT UNDER
 NH0467'TRACK, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL
 NH0467'OF A 10-FOOT CONCRETE BOX CULVERT UNDER AN ABANDONED ROAD THAT
 NH0467'PARALLELED THE NORTHEAST SIDE OF TRACK, 60 FEET NORTHEAST OF
 NH0467'NORTHEAST RAIL, 1 FOOT NORTHWEST OF SOUTHEAST END OF HEAD WALL
 NH0467'AND ABOUT 10 FEET BELOW LEVEL OF TRACK.
 NH0467
 NH0467                          STATION RECOVERY (1971)
 NH0467
 NH0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NH0467'RECOVERED IN GOOD CONDITION.
 NH0467
 NH0467                          STATION RECOVERY (1997)
 NH0467
 NH0467'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0853 ***********************************************************************
 LC0853  DESIGNATION -  L 229
 LC0853  PID         -  LC0853
 LC0853  STATE/COUNTY-  IL/WOODFORD
 LC0853  USGS QUAD   -  BENSON (1995)
 LC0853
 LC0853                         *CURRENT SURVEY CONTROL
 LC0853  ___________________________________________________________________
 LC0853* NAD 83(1986)-  40 50 21.     (N)    089 01 34.     (W)     SCALED    
 LC0853* NAVD 88     -       218.614  (meters)     717.24   (feet)  ADJUSTED  
 LC0853  ___________________________________________________________________
 LC0853  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LC0853  DYNAMIC HT  -         218.518 (meters)     716.92  (feet)  COMP
 LC0853  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 LC0853
 LC0853  VERT ORDER  -  FIRST     CLASS I
 LC0853
 LC0853.The horizontal coordinates were scaled from a topographic map and have
 LC0853.an estimated accuracy of +/- 6 seconds.
 LC0853
 LC0853.The orthometric height was determined by differential leveling
 LC0853.and adjusted by the National Geodetic Survey in June 1991..
 LC0853
 LC0853.The geoid height was determined by GEOID03.
 LC0853
 LC0853.The dynamic height is computed by dividing the NAVD 88
 LC0853.geopotential number by the normal gravity value computed on the
 LC0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0853.degrees latitude (g = 980.6199 gals.).
 LC0853
 LC0853.The modeled gravity was interpolated from observed gravity values.
 LC0853
 LC0853;                    North         East    Units  Estimated Accuracy
 LC0853;SPC IL W     -   463,790.      796,190.      MT  (+/- 180 meters Scaled)
 LC0853
 LC0853                          SUPERSEDED SURVEY CONTROL
 LC0853
 LC0853  NGVD 29 (??/??/92)  218.669  (m)          717.42   (f) ADJ UNCH    1 1
 LC0853
 LC0853.Superseded values are not recommended for survey control.
 LC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0853.See file dsdata.txt to determine how the superseded data were derived.
 LC0853
 LC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL291228(NAD 83)
 LC0853_MARKER: DB = BENCH MARK DISK
 LC0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0853_STAMPING: L 229 1960
 LC0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0853+STABILITY: SURFACE MOTION
 LC0853
 LC0853  HISTORY     - Date     Condition        Report By
 LC0853  HISTORY     - 1960     MONUMENTED       CGS
 LC0853  HISTORY     - 1969     GOOD             NGS
 LC0853  HISTORY     - 1978     MARK NOT FOUND   USGS
 LC0853  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0853
 LC0853                          STATION DESCRIPTION
 LC0853
 LC0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0853'4.4 MI S FROM WOODFORD.
 LC0853'ABOUT 4.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0853'THE STATION AT MINONK, 0.25 MILE SOUTH OF MILEPOST 821, 225 FEET
 LC0853'NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 LC0853'GRAVELED ROAD, 95 1/2 FEET EAST OF THE EAST RAIL, 206 1/2 FEET
 LC0853'NORTH OF THE CENTER LINE OF THE ROAD, 205 FEET NORTHEAST OF A
 LC0853'RAILROAD CROSSING SIGN, 176 FEET NORTH OF A CORNER FENCE POST,
 LC0853'46 1/2 FEET NORTHWEST OF A 30-INCH MULBERRY TREE, 7 FEET NORTH OF
 LC0853'A TELEPHONE POLE, 1 1/2 FEET WEST OF A FENCE, ABOUT 2 1/2 FEET
 LC0853'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF CONCRETE POST
 LC0853'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 32,
 LC0853'T28N, R2E
 LC0853
 LC0853                          STATION RECOVERY (1978)
 LC0853
 LC0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 LC0853'MARK NOT FOUND.
 LC0853
 LC0853                          STATION RECOVERY (1998)
 LC0853
 LC0853'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0644 ***********************************************************************
 KB0644  DESIGNATION -  L 23
 KB0644  PID         -  KB0644
 KB0644  STATE/COUNTY-  IL/PIATT
 KB0644  USGS QUAD   -  HAMMOND (1983)
 KB0644
 KB0644                         *CURRENT SURVEY CONTROL
 KB0644  ___________________________________________________________________
 KB0644* NAD 83(1986)-  39 51 53.     (N)    088 34 46.     (W)     SCALED    
 KB0644* NAVD 88     -       206.355  (meters)     677.02   (feet)  ADJUSTED  
 KB0644  ___________________________________________________________________
 KB0644  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KB0644  DYNAMIC HT  -         206.245 (meters)     676.66  (feet)  COMP
 KB0644  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 KB0644
 KB0644  VERT ORDER  -  SECOND    CLASS 0
 KB0644
 KB0644.The horizontal coordinates were scaled from a topographic map and have
 KB0644.an estimated accuracy of +/- 6 seconds.
 KB0644
 KB0644.The orthometric height was determined by differential leveling
 KB0644.and adjusted by the National Geodetic Survey in June 1991..
 KB0644
 KB0644.The geoid height was determined by GEOID03.
 KB0644
 KB0644.The dynamic height is computed by dividing the NAVD 88
 KB0644.geopotential number by the normal gravity value computed on the
 KB0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0644.degrees latitude (g = 980.6199 gals.).
 KB0644
 KB0644.The modeled gravity was interpolated from observed gravity values.
 KB0644
 KB0644;                    North         East    Units  Estimated Accuracy
 KB0644;SPC IL E     -   355,010.      278,940.      MT  (+/- 180 meters Scaled)
 KB0644
 KB0644                          SUPERSEDED SURVEY CONTROL
 KB0644
 KB0644  NGVD 29 (??/??/92)  206.426  (m)          677.25   (f) ADJ UNCH    2 0
 KB0644
 KB0644.Superseded values are not recommended for survey control.
 KB0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0644.See file dsdata.txt to determine how the superseded data were derived.
 KB0644
 KB0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK649139(NAD 83)
 KB0644_MARKER: DB = BENCH MARK DISK
 KB0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0644_STAMPING: L 23 1934
 KB0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0644+STABILITY: SURFACE MOTION
 KB0644
 KB0644  HISTORY     - Date     Condition        Report By
 KB0644  HISTORY     - 1934     MONUMENTED       CGS
 KB0644  HISTORY     - 1980     MARK NOT FOUND   USGS
 KB0644
 KB0644                          STATION DESCRIPTION
 KB0644
 KB0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KB0644'AT VOORHIES.
 KB0644'AT VOORHIES, PIATT COUNTY, ON THE WABASH RAILROAD, 450 FEET
 KB0644'SOUTH OF THE STATION SIGN, 4-1/2 POLES NORTH OF MILEPOST 157,
 KB0644'192 FEET NORTH OF THE CENTER OF A PUBLIC-ROAD CROSSING, 27 FEET
 KB0644'WEST OF THE CENTERLINE OF THE TRACK, 15 FEET EAST OF THE
 KB0644'RIGHT-OF-WAY FENCE, 8 FEET SOUTH OF A POLE, AND ABOUT 2 FEET
 KB0644'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 23 1934 AND
 KB0644'SET IN THE TOP OF A CONCRETE POST.
 KB0644
 KB0644                          STATION RECOVERY (1980)
 KB0644
 KB0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KB0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0719 ***********************************************************************
 MF0719  DESIGNATION -  L 230
 MF0719  PID         -  MF0719
 MF0719  STATE/COUNTY-  IL/LA SALLE
 MF0719  USGS QUAD   -  LA SALLE (1993)
 MF0719
 MF0719                         *CURRENT SURVEY CONTROL
 MF0719  ___________________________________________________________________
 MF0719* NAD 83(1997)-  41 17 50.80328(N)    089 04 04.73917(W)     ADJUSTED  
 MF0719* NAVD 88     -       193.860  (meters)     636.02   (feet)  ADJUSTED  
 MF0719  ___________________________________________________________________
 MF0719  X           -      78,060.357 (meters)                     COMP
 MF0719  Y           -  -4,798,340.586 (meters)                     COMP
 MF0719  Z           -   4,187,403.610 (meters)                     COMP
 MF0719  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 MF0719  ELLIP HEIGHT-         160.93  (meters)          (02/03/05) GPS OBS
 MF0719  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MF0719  DYNAMIC HT  -         193.782 (meters)     635.77  (feet)  COMP
 MF0719  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 MF0719
 MF0719  HORZ ORDER  -  FIRST
 MF0719  VERT ORDER  -  FIRST     CLASS I
 MF0719  ELLP ORDER  -  FOURTH    CLASS II
 MF0719
 MF0719.The horizontal coordinates were established by GPS observations
 MF0719.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0719
 MF0719.The orthometric height was determined by differential leveling
 MF0719.and adjusted by the National Geodetic Survey in June 1991..
 MF0719
 MF0719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0719
 MF0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0719
 MF0719.The ellipsoidal height was determined by GPS observations
 MF0719.and is referenced to NAD 83.
 MF0719
 MF0719.The geoid height was determined by GEOID03.
 MF0719
 MF0719.The dynamic height is computed by dividing the NAVD 88
 MF0719.geopotential number by the normal gravity value computed on the
 MF0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0719.degrees latitude (g = 980.6199 gals.).
 MF0719
 MF0719.The modeled gravity was interpolated from observed gravity values.
 MF0719
 MF0719;                    North         East     Units Scale Factor Converg.
 MF0719;SPC IL E     -   514,334.641   238,470.129   MT  1.00002157   -0 29 05.5
 MF0719;SPC IL E     - 1,687,446.23    782,380.75   sFT  1.00002157   -0 29 05.5
 MF0719;UTM  16      - 4,573,839.792   326,858.757   MT  0.99996895   -1 21 54.5
 MF0719
 MF0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0719!SPC IL E     -   0.99997476  x   1.00002157  =   0.99999633
 MF0719!UTM  16      -   0.99997476  x   0.99996895  =   0.99994371
 MF0719
 MF0719                          SUPERSEDED SURVEY CONTROL
 MF0719
 MF0719  ELLIP H (03/04/03)  160.95   (m)                       GP(       ) 4 2
 MF0719  NAVD 88 (03/04/03)  193.86   (m)          636.0    (f) LEVELING    3  
 MF0719  NGVD 29 (??/??/92)  193.921  (m)          636.22   (f) ADJ UNCH    1 1
 MF0719
 MF0719.Superseded values are not recommended for survey control.
 MF0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0719.See file dsdata.txt to determine how the superseded data were derived.
 MF0719
 MF0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2685973840(NAD 83)
 MF0719_MARKER: DB = BENCH MARK DISK
 MF0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0719_STAMPING: L 230 1960
 MF0719_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0719+STABILITY: SURFACE MOTION
 MF0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0719+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 MF0719
 MF0719  HISTORY     - Date     Condition        Report By
 MF0719  HISTORY     - 1960     MONUMENTED       CGS
 MF0719  HISTORY     - 1969     GOOD             NGS
 MF0719  HISTORY     - 19970728 GOOD             USPSQD
 MF0719  HISTORY     - 200205   GOOD             ASCPC
 MF0719  HISTORY     - 20020826 GOOD             USPSQD
 MF0719  HISTORY     - 20050505 GOOD             CHAST
 MF0719
 MF0719                          STATION DESCRIPTION
 MF0719
 MF0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0719'0.4 MI NW FROM OGLESBY.
 MF0719'ABOUT 0.3 MILE WEST ALONG WALNUT STREET FROM THE POST OFFICE
 MF0719'AT OGLESBY, THENCE 0.15 MILE NORTH ALONG STATE HIGHWAYS 71 AND
 MF0719'351, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39 1/2 FEET
 MF0719'NORTHEAST OF THE CENTER OF A CROSSING OF THE HIGHWAY AND THE
 MF0719'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 20 1/2 FEET
 MF0719'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 45 1/2 FEET SOUTHWEST
 MF0719'OF THE SOUTHWEST CORNER OF A CONCRETE BUILDING, 9 1/2 FEET
 MF0719'SOUTHEAST OF A FIRE HYDRANT, 8 1/2 FEET EAST OF A POWER POLE, 1
 MF0719'FOOT EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH
 MF0719'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MF0719'1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 25, T33N, R1E
 MF0719
 MF0719                          STATION RECOVERY (1997)
 MF0719
 MF0719'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0719'RECOVERED IN GOOD CONDITION.
 MF0719
 MF0719                          STATION RECOVERY (2002)
 MF0719
 MF0719'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0719'RECOVERED AS DESCRIBED
 MF0719' 
 MF0719'
 MF0719
 MF0719                          STATION RECOVERY (2002)
 MF0719
 MF0719'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0719'RECOVERED IN GOOD CONDITION.
 MF0719
 MF0719                          STATION RECOVERY (2005)
 MF0719
 MF0719'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2005 (JRA)
 MF0719'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0391 ***********************************************************************
 MF0391  DESIGNATION -  L 231
 MF0391  PID         -  MF0391
 MF0391  STATE/COUNTY-  IL/LA SALLE
 MF0391  USGS QUAD   -  OTTAWA (1994)
 MF0391
 MF0391                         *CURRENT SURVEY CONTROL
 MF0391  ___________________________________________________________________
 MF0391* NAD 83(1986)-  41 22 05.     (N)    088 51 31.     (W)     SCALED    
 MF0391* NAVD 88     -       187.733  (meters)     615.92   (feet)  ADJUSTED  
 MF0391  ___________________________________________________________________
 MF0391  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MF0391  DYNAMIC HT  -         187.661 (meters)     615.68  (feet)  COMP
 MF0391  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 MF0391
 MF0391  VERT ORDER  -  FIRST     CLASS II
 MF0391
 MF0391.The horizontal coordinates were scaled from a topographic map and have
 MF0391.an estimated accuracy of +/- 6 seconds.
 MF0391
 MF0391.The orthometric height was determined by differential leveling
 MF0391.and adjusted by the National Geodetic Survey in June 1991..
 MF0391
 MF0391.The geoid height was determined by GEOID03.
 MF0391
 MF0391.The dynamic height is computed by dividing the NAVD 88
 MF0391.geopotential number by the normal gravity value computed on the
 MF0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0391.degrees latitude (g = 980.6199 gals.).
 MF0391
 MF0391.The modeled gravity was interpolated from observed gravity values.
 MF0391
 MF0391;                    North         East    Units  Estimated Accuracy
 MF0391;SPC IL E     -   522,050.      256,050.      MT  (+/- 180 meters Scaled)
 MF0391
 MF0391                          SUPERSEDED SURVEY CONTROL
 MF0391
 MF0391  NGVD 29 (??/??/92)  187.789  (m)          616.10   (f) ADJ UNCH    1 2
 MF0391
 MF0391.Superseded values are not recommended for survey control.
 MF0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0391.See file dsdata.txt to determine how the superseded data were derived.
 MF0391
 MF0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL445812(NAD 83)
 MF0391_MARKER: DB = BENCH MARK DISK
 MF0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0391_STAMPING: L 231 1960
 MF0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0391+STABILITY: SURFACE MOTION
 MF0391
 MF0391  HISTORY     - Date     Condition        Report By
 MF0391  HISTORY     - 1960     MONUMENTED       CGS
 MF0391  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MF0391  HISTORY     - 19970815 MARK NOT FOUND   USPSQD
 MF0391  HISTORY     - 19980715 MARK NOT FOUND   USPSQD
 MF0391  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF0391
 MF0391                          STATION DESCRIPTION
 MF0391
 MF0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0391'2.2 MI NW FROM OTTAWA.
 MF0391'AT OTTAWA AIRPORT, ABOUT 2.25 MILES NORTH AND NORTHWEST ALONG LA
 MF0391'SALLE STREET AND PUBLIC ROADS FROM THE COURTHOUSE, IN S-3,
 MF0391'R-3E, T-33 N, 325 YARDS WEST OF INTERSECTION AT THE NORTHEAST
 MF0391'CORNER OF AIRPORT, 34 1/2 FEET SOUTH OF THE CENTER LINE OF
 MF0391'EAST-WEST BLACK TOP ROAD, 18 FEET EAST OF THE CENTER LINE OF
 MF0391'GRAVEL DRIVE SOUTH TO HANGARS, 47 FEET NORTHEAST OF THE
 MF0391'NORTHEAST CORNER OF OLD CORRUGATED METAL HANGAR (THE NORTH ONE
 MF0391'OF THREE HANGARS, THE NORTH ONE BEING OLD HANGAR), 64 1/2 FEET
 MF0391'SOUTH OF AND ABOUT RIGHT ANGLE ACROSS THE HIGHWAY FROM POWER
 MF0391'LINE POLE NO. 73035 AND WITH LINE CROSSING OVER ROAD AND
 MF0391'CONNECTING TO NORTH ONE OF THREE HANGARS, 2 FEET EAST-NORTHEAST
 MF0391'OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 MF0391'ROAD, AND IN TOP OF A CONCRETE POST PROJECTING 1 INCH.
 MF0391
 MF0391                          STATION RECOVERY (1987)
 MF0391
 MF0391'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0391'MARK NOT FOUND.
 MF0391
 MF0391                          STATION RECOVERY (1997)
 MF0391
 MF0391'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0391'MARK NOT FOUND.
 MF0391
 MF0391                          STATION RECOVERY (1998)
 MF0391
 MF0391'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0391'MARK NOT FOUND.
 MF0391
 MF0391                          STATION RECOVERY (2002)
 MF0391
 MF0391'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0839 ***********************************************************************
 MF0839  DESIGNATION -  L 232
 MF0839  PID         -  MF0839
 MF0839  STATE/COUNTY-  IL/LA SALLE
 MF0839  USGS QUAD   -  LA SALLE (1993)
 MF0839
 MF0839                         *CURRENT SURVEY CONTROL
 MF0839  ___________________________________________________________________
 MF0839* NAD 83(1986)-  41 19 37.     (N)    089 06 04.     (W)     SCALED    
 MF0839* NAVD 88     -       142.713  (meters)     468.22   (feet)  ADJUSTED  
 MF0839  ___________________________________________________________________
 MF0839  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF0839  DYNAMIC HT  -         142.655 (meters)     468.03  (feet)  COMP
 MF0839  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 MF0839
 MF0839  VERT ORDER  -  FIRST     CLASS II
 MF0839
 MF0839.The horizontal coordinates were scaled from a topographic map and have
 MF0839.an estimated accuracy of +/- 6 seconds.
 MF0839
 MF0839.The orthometric height was determined by differential leveling
 MF0839.and adjusted by the National Geodetic Survey in June 1991..
 MF0839
 MF0839.The geoid height was determined by GEOID03.
 MF0839
 MF0839.The dynamic height is computed by dividing the NAVD 88
 MF0839.geopotential number by the normal gravity value computed on the
 MF0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0839.degrees latitude (g = 980.6199 gals.).
 MF0839
 MF0839.The modeled gravity was interpolated from observed gravity values.
 MF0839
 MF0839;                    North         East    Units  Estimated Accuracy
 MF0839;SPC IL E     -   517,640.      235,720.      MT  (+/- 180 meters Scaled)
 MF0839
 MF0839                          SUPERSEDED SURVEY CONTROL
 MF0839
 MF0839  NGVD 29 (??/??/92)  142.785  (m)          468.45   (f) ADJ UNCH    1 2
 MF0839
 MF0839.Superseded values are not recommended for survey control.
 MF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0839.See file dsdata.txt to determine how the superseded data were derived.
 MF0839
 MF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL241771(NAD 83)
 MF0839_MARKER: DB = BENCH MARK DISK
 MF0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0839_SP_SET: PIER
 MF0839_STAMPING: L 232 1960
 MF0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0839+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 MF0839
 MF0839  HISTORY     - Date     Condition        Report By
 MF0839  HISTORY     - 1960     MONUMENTED       CGS
 MF0839  HISTORY     - 19970716 GOOD             USPSQD
 MF0839  HISTORY     - 20010331 GOOD             NGS
 MF0839  HISTORY     - 20020803 GOOD             USPSQD
 MF0839  HISTORY     - 20031112 GOOD             INDIV
 MF0839
 MF0839                          STATION DESCRIPTION
 MF0839
 MF0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0839'AT LA SALLE.
 MF0839'AT LA SALLE, ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 MF0839'AT THE LA SALLE-PERU PASSENGER STATION, SET VERTICALLY IN THE
 MF0839'SOUTH FACE OF FIRST PROJECTING PIER EAST OF SOUTHWEST CORNER OF
 MF0839'STONE MASONRY GROUND FLOOR OF STATION BUILDING, 15.8 FEET EAST OF
 MF0839'SOUTHWEST CORNER OF STATION, 22 1/2 FEET NORTH OF THE NORTH RAIL
 MF0839'OF NORTH TRACK, 117 YARDS WEST OF MILEPOST 99, AND 3 FEET ABOVE
 MF0839'LEVEL OF PASSENGER PLATFORM.
 MF0839
 MF0839                          STATION RECOVERY (1997)
 MF0839
 MF0839'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0839'RECOVERED IN GOOD CONDITION.
 MF0839
 MF0839                          STATION RECOVERY (2001)
 MF0839
 MF0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0839'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0839
 MF0839                          STATION RECOVERY (2002)
 MF0839
 MF0839'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0839'RECOVERED IN GOOD CONDITION.
 MF0839
 MF0839                          STATION RECOVERY (2003)
 MF0839
 MF0839'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRA)
 MF0839'RECOVERED AS DESCRIBED THE TRAIN STATION IS NOW A LAWN MOWER SHOP AND
 MF0839'THE MARK IS IN A FENCED IN AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0752 ***********************************************************************
 MF0752  DESIGNATION -  L 233
 MF0752  PID         -  MF0752
 MF0752  STATE/COUNTY-  IL/MARSHALL
 MF0752  USGS QUAD   -  LACON (1972)
 MF0752
 MF0752                         *CURRENT SURVEY CONTROL
 MF0752  ___________________________________________________________________
 MF0752* NAD 83(1986)-  41 00 21.     (N)    089 26 27.     (W)     SCALED    
 MF0752* NAVD 88     -       141.019  (meters)     462.66   (feet)  ADJUSTED  
 MF0752  ___________________________________________________________________
 MF0752  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0752  DYNAMIC HT  -         140.958 (meters)     462.46  (feet)  COMP
 MF0752  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 MF0752
 MF0752  VERT ORDER  -  FIRST     CLASS II
 MF0752
 MF0752.The horizontal coordinates were scaled from a topographic map and have
 MF0752.an estimated accuracy of +/- 6 seconds.
 MF0752
 MF0752.The orthometric height was determined by differential leveling
 MF0752.and adjusted by the National Geodetic Survey in June 1991..
 MF0752
 MF0752.The geoid height was determined by GEOID03.
 MF0752
 MF0752.The dynamic height is computed by dividing the NAVD 88
 MF0752.geopotential number by the normal gravity value computed on the
 MF0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0752.degrees latitude (g = 980.6199 gals.).
 MF0752
 MF0752.The modeled gravity was interpolated from observed gravity values.
 MF0752
 MF0752;                    North         East    Units  Estimated Accuracy
 MF0752;SPC IL W     -   481,930.      761,060.      MT  (+/- 180 meters Scaled)
 MF0752
 MF0752                          SUPERSEDED SURVEY CONTROL
 MF0752
 MF0752  NGVD 29 (??/??/92)  141.089  (m)          462.89   (f) ADJ UNCH    1 2
 MF0752
 MF0752.Superseded values are not recommended for survey control.
 MF0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0752.See file dsdata.txt to determine how the superseded data were derived.
 MF0752
 MF0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL947422(NAD 83)
 MF0752_MARKER: DB = BENCH MARK DISK
 MF0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0752_SP_SET: CULVERT
 MF0752_STAMPING: L 233 1960
 MF0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0752
 MF0752  HISTORY     - Date     Condition        Report By
 MF0752  HISTORY     - 1960     MONUMENTED       CGS
 MF0752  HISTORY     - 19981108 GOOD             USPSQD
 MF0752
 MF0752                          STATION DESCRIPTION
 MF0752
 MF0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0752'1.5 MI S FROM SPARLAND.
 MF0752'ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0752'RAILROAD FROM THE STATION AT SPARLAND, 0.2 MILE SOUTH OF MILE
 MF0752'POST 136, IN SECTION 23, R 9 E, T 12 N, 187 YARDS NORTH OF
 MF0752'CONVEYOR BRIDGE OVER HIGHWAY 20 FOR HYTEX BRICK PLANT, IN THE
 MF0752'TOP OF SOUTH END OF EAST HEAD WALL OF A 5-FOOT CONCRETE BOX
 MF0752'CULVERT UNDER HIGHWAY 29, 49 FEET WEST OF WEST RAIL, 40 FEET EAST
 MF0752'OF CENTER LINE OF HIGHWAY AND ABOUT 5 FEET BELOW LEVEL OF HIGHWAY.
 MF0752
 MF0752                          STATION RECOVERY (1998)
 MF0752
 MF0752'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1308 ***********************************************************************
 LC1308  DESIGNATION -  L 234
 LC1308  PID         -  LC1308
 LC1308  STATE/COUNTY-  IL/TAZEWELL
 LC1308  USGS QUAD   -  PEKIN (1996)
 LC1308
 LC1308                         *CURRENT SURVEY CONTROL
 LC1308  ___________________________________________________________________
 LC1308* NAD 83(1986)-  40 36 46.     (N)    089 37 52.     (W)     SCALED    
 LC1308* NAVD 88     -       139.938  (meters)     459.11   (feet)  ADJUSTED  
 LC1308  ___________________________________________________________________
 LC1308  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LC1308  DYNAMIC HT  -         139.872 (meters)     458.90  (feet)  COMP
 LC1308  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 LC1308
 LC1308  VERT ORDER  -  FIRST     CLASS II
 LC1308
 LC1308.The horizontal coordinates were scaled from a topographic map and have
 LC1308.an estimated accuracy of +/- 6 seconds.
 LC1308
 LC1308.The orthometric height was determined by differential leveling
 LC1308.and adjusted by the National Geodetic Survey in June 1991..
 LC1308
 LC1308.The geoid height was determined by GEOID03.
 LC1308
 LC1308.The dynamic height is computed by dividing the NAVD 88
 LC1308.geopotential number by the normal gravity value computed on the
 LC1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1308.degrees latitude (g = 980.6199 gals.).
 LC1308
 LC1308.The modeled gravity was interpolated from observed gravity values.
 LC1308
 LC1308;                    North         East    Units  Estimated Accuracy
 LC1308;SPC IL W     -   438,170.      745,320.      MT  (+/- 180 meters Scaled)
 LC1308
 LC1308                          SUPERSEDED SURVEY CONTROL
 LC1308
 LC1308  NGVD 29 (??/??/92)  140.040  (m)          459.45   (f) ADJ UNCH    1 2
 LC1308
 LC1308.Superseded values are not recommended for survey control.
 LC1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1308.See file dsdata.txt to determine how the superseded data were derived.
 LC1308
 LC1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK774991(NAD 83)
 LC1308_MARKER: DB = BENCH MARK DISK
 LC1308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1308_SP_SET: BRIDGE
 LC1308_STAMPING: L 234 1960
 LC1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1308
 LC1308  HISTORY     - Date     Condition        Report By
 LC1308  HISTORY     - 1960     MONUMENTED       CGS
 LC1308  HISTORY     - 1977     GOOD             LOCENG
 LC1308
 LC1308                          STATION DESCRIPTION
 LC1308
 LC1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1308'2.2 MI N FROM PEKIN.
 LC1308'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 29 (NORTH 8TH STREET)
 LC1308'FROM THE INTERSECTION OF SHERIDAN ROAD IN NORTH PART OF PEKIN,
 LC1308'0.65 MILE NORTH OF JUNCTION OF STATE HIGHWAY 98 LEADING EAST,
 LC1308'IN THE TOP OF EAST END OF NORTH ABUTMENT OF 4-LANE HIGHWAY BRIDGE
 LC1308'OVER LICK CREEK, 20 FEET EAST OF CENTER LINE OF NORTH BOUND LANE
 LC1308'OF HIGHWAY, 1 FOOT EAST OF CONCRETE BANISTER AND ABOUT LEVEL WITH
 LC1308'BRIDGE SIDE WALK.
 LC1308
 LC1308                          STATION RECOVERY (1977)
 LC1308
 LC1308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1314 ***********************************************************************
 LC1314  DESIGNATION -  L 235
 LC1314  PID         -  LC1314
 LC1314  STATE/COUNTY-  IL/TAZEWELL
 LC1314  USGS QUAD   -  PEORIA EAST (1996)
 LC1314
 LC1314                         *CURRENT SURVEY CONTROL
 LC1314  ___________________________________________________________________
 LC1314* NAD 83(1986)-  40 39 32.     (N)    089 35 53.     (W)     SCALED    
 LC1314* NAVD 88     -       142.196  (meters)     466.52   (feet)  ADJUSTED  
 LC1314  ___________________________________________________________________
 LC1314  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LC1314  DYNAMIC HT  -         142.129 (meters)     466.30  (feet)  COMP
 LC1314  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 LC1314
 LC1314  VERT ORDER  -  FIRST     CLASS II
 LC1314
 LC1314.The horizontal coordinates were scaled from a topographic map and have
 LC1314.an estimated accuracy of +/- 6 seconds.
 LC1314
 LC1314.The orthometric height was determined by differential leveling
 LC1314.and adjusted by the National Geodetic Survey in June 1991..
 LC1314
 LC1314.The geoid height was determined by GEOID03.
 LC1314
 LC1314.The dynamic height is computed by dividing the NAVD 88
 LC1314.geopotential number by the normal gravity value computed on the
 LC1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1314.degrees latitude (g = 980.6199 gals.).
 LC1314
 LC1314.The modeled gravity was interpolated from observed gravity values.
 LC1314
 LC1314;                    North         East    Units  Estimated Accuracy
 LC1314;SPC IL W     -   443,300.      748,080.      MT  (+/- 180 meters Scaled)
 LC1314
 LC1314                          SUPERSEDED SURVEY CONTROL
 LC1314
 LC1314  NGVD 29 (??/??/92)  142.294  (m)          466.84   (f) ADJ UNCH    1 2
 LC1314
 LC1314.Superseded values are not recommended for survey control.
 LC1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1314.See file dsdata.txt to determine how the superseded data were derived.
 LC1314
 LC1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL803041(NAD 83)
 LC1314_MARKER: DB = BENCH MARK DISK
 LC1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1314_STAMPING: L 235 1960
 LC1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1314+STABILITY: SURFACE MOTION
 LC1314
 LC1314  HISTORY     - Date     Condition        Report By
 LC1314  HISTORY     - 1960     MONUMENTED       CGS
 LC1314
 LC1314                          STATION DESCRIPTION
 LC1314
 LC1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1314'AT CREVE COEUR.
 LC1314'AT CREVE COEUR, ABOUT 0.35 MILE NORTHEAST ALONG THE PEORIA AND
 LC1314'PEKIN UNION RAILWAY FROM THE FREIGHT STATION AT CREVE COEUR,
 LC1314'ABOUT 0.15 MILE NORTH OF BUSHE SCHOOL AT CREVE COEUR, ABOUT 0.9
 LC1314'MILE SOUTHWEST OF ROOSEVELT SCHOOL AT EAST PEORIA, NEAR THE NORTH
 LC1314'CORNER OF A PAVED LOT WITH CONCRETE FOUNDATION, 46 FEET SOUTHEAST
 LC1314'OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 2 FEET NORTHWEST OF A
 LC1314'FENCE LINE, 27 FEET SOUTHEAST OF NORTHEAST END OF A 50-INCH PIPE
 LC1314'CULVERT, 11 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH
 LC1314'MAIN TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LC1314'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0747 ***********************************************************************
 MF0747  DESIGNATION -  L 236
 MF0747  PID         -  MF0747
 MF0747  STATE/COUNTY-  IL/MARSHALL
 MF0747  USGS QUAD   -  WENONA (1996)
 MF0747
 MF0747                         *CURRENT SURVEY CONTROL
 MF0747  ___________________________________________________________________
 MF0747* NAD 83(1986)-  41 03 08.     (N)    089 02 57.     (W)     SCALED    
 MF0747* NAVD 88     -       212.912  (meters)     698.53   (feet)  ADJUSTED  
 MF0747  ___________________________________________________________________
 MF0747  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MF0747  DYNAMIC HT  -         212.821 (meters)     698.23  (feet)  COMP
 MF0747  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 MF0747
 MF0747  VERT ORDER  -  FIRST     CLASS I
 MF0747
 MF0747.The horizontal coordinates were scaled from a topographic map and have
 MF0747.an estimated accuracy of +/- 6 seconds.
 MF0747
 MF0747.The orthometric height was determined by differential leveling
 MF0747.and adjusted by the National Geodetic Survey in June 1991..
 MF0747.WARNING-Repeat measurements at this control monument indicate possible
 MF0747.vertical movement.
 MF0747
 MF0747.The geoid height was determined by GEOID03.
 MF0747
 MF0747.The dynamic height is computed by dividing the NAVD 88
 MF0747.geopotential number by the normal gravity value computed on the
 MF0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0747.degrees latitude (g = 980.6199 gals.).
 MF0747
 MF0747.The modeled gravity was interpolated from observed gravity values.
 MF0747
 MF0747;                    North         East    Units  Estimated Accuracy
 MF0747;SPC IL W     -   487,430.      793,940.      MT  (+/- 180 meters Scaled)
 MF0747
 MF0747                          SUPERSEDED SURVEY CONTROL
 MF0747
 MF0747  NGVD 29 (??/??/92)  212.956  (m)          698.67   (f) ADJ UNCH    1 1
 MF0747
 MF0747.Superseded values are not recommended for survey control.
 MF0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0747.See file dsdata.txt to determine how the superseded data were derived.
 MF0747
 MF0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL277465(NAD 83)
 MF0747_MARKER: DB = BENCH MARK DISK
 MF0747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0747_SP_SET: 16 FEET
 MF0747_STAMPING: L 236 1960
 MF0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0747
 MF0747  HISTORY     - Date     Condition        Report By
 MF0747  HISTORY     - 1960     MONUMENTED       CGS
 MF0747  HISTORY     - 1969     GOOD             NGS
 MF0747  HISTORY     - 19981108 GOOD             USPSQD
 MF0747
 MF0747                          STATION DESCRIPTION
 MF0747
 MF0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0747'AT WENONA.
 MF0747'AT WENONA, 45 1/2 FEET NORTH OF THE NORTHWEST CORNER OF THE ILLINOIS
 MF0747'CENTRAL RAILROAD STATION, 22 1/2 FEET EAST OF THE EAST RAIL OF THE
 MF0747'MAIN TRACK, 210 FEET SOUTH OF THE CENTER LINE OF A PAVED STREET,
 MF0747'116 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER
 MF0747'OF A SERVICE STATION, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 1.5
 MF0747'FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 MF0747'OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 MF0747'IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE
 MF0747'WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 24,
 MF0747'T30N, R1E
 MF0747
 MF0747                          STATION RECOVERY (1998)
 MF0747
 MF0747'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0383 ***********************************************************************
 MF0383  DESIGNATION -  L 237
 MF0383  PID         -  MF0383
 MF0383  STATE/COUNTY-  IL/LA SALLE
 MF0383  USGS QUAD   -  OTTAWA (1994)
 MF0383
 MF0383                         *CURRENT SURVEY CONTROL
 MF0383  ___________________________________________________________________
 MF0383* NAD 83(1986)-  41 20 20.     (N)    088 51 53.     (W)     SCALED    
 MF0383* NAVD 88     -       145.661  (meters)     477.89   (feet)  ADJUSTED  
 MF0383  ___________________________________________________________________
 MF0383  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MF0383  DYNAMIC HT  -         145.605 (meters)     477.71  (feet)  COMP
 MF0383  MODELED GRAV-     980,232.5   (mgal)                       NAVD 88
 MF0383
 MF0383  VERT ORDER  -  FIRST     CLASS II
 MF0383
 MF0383.The horizontal coordinates were scaled from a topographic map and have
 MF0383.an estimated accuracy of +/- 6 seconds.
 MF0383
 MF0383.The orthometric height was determined by differential leveling
 MF0383.and adjusted by the National Geodetic Survey in June 1991..
 MF0383
 MF0383.The geoid height was determined by GEOID03.
 MF0383
 MF0383.The dynamic height is computed by dividing the NAVD 88
 MF0383.geopotential number by the normal gravity value computed on the
 MF0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0383.degrees latitude (g = 980.6199 gals.).
 MF0383
 MF0383.The modeled gravity was interpolated from observed gravity values.
 MF0383
 MF0383;                    North         East    Units  Estimated Accuracy
 MF0383;SPC IL E     -   518,810.      255,520.      MT  (+/- 180 meters Scaled)
 MF0383
 MF0383                          SUPERSEDED SURVEY CONTROL
 MF0383
 MF0383  NGVD 29 (??/??/92)  145.715  (m)          478.07   (f) ADJ UNCH    1 2
 MF0383
 MF0383.Superseded values are not recommended for survey control.
 MF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0383.See file dsdata.txt to determine how the superseded data were derived.
 MF0383
 MF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL439780(NAD 83)
 MF0383_MARKER: DB = BENCH MARK DISK
 MF0383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0383_SP_SET: 4.2 FEET
 MF0383_STAMPING: L 237 1960
 MF0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0383
 MF0383  HISTORY     - Date     Condition        Report By
 MF0383  HISTORY     - 1960     MONUMENTED       CGS
 MF0383  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MF0383  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MF0383  HISTORY     - 19970820 MARK NOT FOUND   USPSQD
 MF0383  HISTORY     - 19980728 MARK NOT FOUND   USPSQD
 MF0383  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF0383  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF0383
 MF0383                          STATION DESCRIPTION
 MF0383
 MF0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0383'AT OTTAWA.
 MF0383'AT OTTAWA, ALONG WEST OTTAWA AVENUE, AT THE JUNCTION OF BOYCE
 MF0383'MEMORIAL DRIVE LEADING NORTH, NEAR THE NORTH CORNER OF OTTAWA
 MF0383'AVENUE CEMETERY, AT THE JUNCTION OF A BLACK TOP DRIVE LEADING
 MF0383'SOUTH THRU THE CEMETERY, 17 FEET SOUTHWEST OF CENTER LINE OF
 MF0383'CEMETERY DRIVE, 26 1/2 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE
 MF0383'OF THE SOUTHEAST LANE OF WEST OTTAWA AVENUE, 8 FEET NORTHEAST
 MF0383'OF THE EXTENDED CENTER LINE OF BOYCE MEMORIAL DRIVE, 4 1/2 FEET
 MF0383'SOUTHWEST OF THE WEST CORNER OF A CONCRETE ORNAMANTEL GATE POST
 MF0383'ON THE SOUTHWEST SIDE OF CEMETERY DRIVE, 1 FOOT NORTHWEST OF
 MF0383'THE STEEL FENCE ALONG EDGE OF CEMETERY, ABOUT 1 FOOT ABOVE THE
 MF0383'LEVEL OF AVENUE, LEVEL WITH THE CEMETERY DRIVE, AND IS A DISK
 MF0383'ON COPPER COATED STEEL ROD 1 INCH UNDERGROUND AND PROTECTED BY
 MF0383'A 6-INCH TILE WHICH PROJECTS 1 INCH.  THE ROD WAS DRIVEN TO
 MF0383'REFUSAL AT A DEPTH OF 4.2 FEET.
 MF0383
 MF0383                          STATION RECOVERY (1987)
 MF0383
 MF0383'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF0383'MARK NOT FOUND.
 MF0383
 MF0383                          STATION RECOVERY (1988)
 MF0383
 MF0383'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJM)
 MF0383'MARK NOT FOUND.
 MF0383
 MF0383                          STATION RECOVERY (1997)
 MF0383
 MF0383'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0383'MARK NOT FOUND.
 MF0383
 MF0383                          STATION RECOVERY (1998)
 MF0383
 MF0383'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0383'MARK NOT FOUND.
 MF0383
 MF0383                          STATION RECOVERY (2001)
 MF0383
 MF0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0383'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0383
 MF0383                          STATION RECOVERY (2002)
 MF0383
 MF0383'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1258 ***********************************************************************
 LC1258  DESIGNATION -  L 238
 LC1258  PID         -  LC1258
 LC1258  STATE/COUNTY-  IL/TAZEWELL
 LC1258  USGS QUAD   -  MANITO (1977)
 LC1258
 LC1258                         *CURRENT SURVEY CONTROL
 LC1258  ___________________________________________________________________
 LC1258* NAD 83(1986)-  40 29 31.     (N)    089 46 42.     (W)     SCALED    
 LC1258* NAVD 88     -       151.365  (meters)     496.60   (feet)  ADJUSTED  
 LC1258  ___________________________________________________________________
 LC1258  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LC1258  DYNAMIC HT  -         151.294 (meters)     496.37  (feet)  COMP
 LC1258  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 LC1258
 LC1258  VERT ORDER  -  FIRST     CLASS II
 LC1258
 LC1258.This mark is at Manito Mitchell Airport (C45)
 LC1258
 LC1258.The horizontal coordinates were scaled from a topographic map and have
 LC1258.an estimated accuracy of +/- 6 seconds.
 LC1258
 LC1258.The orthometric height was determined by differential leveling
 LC1258.and adjusted by the National Geodetic Survey in June 1991..
 LC1258
 LC1258.The geoid height was determined by GEOID03.
 LC1258
 LC1258.The dynamic height is computed by dividing the NAVD 88
 LC1258.geopotential number by the normal gravity value computed on the
 LC1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1258.degrees latitude (g = 980.6199 gals.).
 LC1258
 LC1258.The modeled gravity was interpolated from observed gravity values.
 LC1258
 LC1258;                    North         East    Units  Estimated Accuracy
 LC1258;SPC IL W     -   424,680.      732,920.      MT  (+/- 180 meters Scaled)
 LC1258
 LC1258                          SUPERSEDED SURVEY CONTROL
 LC1258
 LC1258  NGVD 29 (??/??/92)  151.467  (m)          496.94   (f) ADJ UNCH    1 2
 LC1258
 LC1258.Superseded values are not recommended for survey control.
 LC1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1258.See file dsdata.txt to determine how the superseded data were derived.
 LC1258
 LC1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK645860(NAD 83)
 LC1258_MARKER: DB = BENCH MARK DISK
 LC1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1258_STAMPING: L 238 1961
 LC1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1258+STABILITY: SURFACE MOTION
 LC1258
 LC1258  HISTORY     - Date     Condition        Report By
 LC1258  HISTORY     - 1961     MONUMENTED       CGS
 LC1258
 LC1258                          STATION DESCRIPTION
 LC1258
 LC1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1258'5 MI N FROM MANITO.
 LC1258'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE CHICAGO AND ILLINOIS
 LC1258'MIDLAND RAILWAY STATION AT MANITO, THENCE 4.65 MILES NORTH ALONG A
 LC1258'BLACK TOP ROAD, THENCE 0.3 MILE EAST ALONG A GRAVEL ROAD, AT THE
 LC1258'WADDELL AIRPORT, 243.5 FEET EAST-NORTHEAST OF THE EAST-NORTHEAST
 LC1258'CORNER OF THE CONCRETE BASE FOR THE GAS PUMPS, 3.5 FEET SOUTHWEST
 LC1258'OF THE NORTHWEST CORNER OF THE FIRST HANGAR NORTH OF THE OFFICE
 LC1258'BUILDING, 119 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 LC1258'RUNWAY, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0269 ***********************************************************************
 LD0269  DESIGNATION -  L 239
 LD0269  PID         -  LD0269
 LD0269  STATE/COUNTY-  IL/MASON
 LD0269  USGS QUAD   -  HAVANA (1947)
 LD0269
 LD0269                         *CURRENT SURVEY CONTROL
 LD0269  ___________________________________________________________________
 LD0269* NAD 83(1986)-  40 18 00.     (N)    090 03 37.     (W)     SCALED    
 LD0269* NAVD 88     -       143.047  (meters)     469.31   (feet)  ADJUSTED  
 LD0269  ___________________________________________________________________
 LD0269  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0269  DYNAMIC HT  -         142.976 (meters)     469.08  (feet)  COMP
 LD0269  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 LD0269
 LD0269  VERT ORDER  -  FIRST     CLASS II
 LD0269
 LD0269.The horizontal coordinates were scaled from a topographic map and have
 LD0269.an estimated accuracy of +/- 6 seconds.
 LD0269
 LD0269.The orthometric height was determined by differential leveling
 LD0269.and adjusted by the National Geodetic Survey in June 1991..
 LD0269
 LD0269.The geoid height was determined by GEOID03.
 LD0269
 LD0269.The dynamic height is computed by dividing the NAVD 88
 LD0269.geopotential number by the normal gravity value computed on the
 LD0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0269.degrees latitude (g = 980.6199 gals.).
 LD0269
 LD0269.The modeled gravity was interpolated from observed gravity values.
 LD0269
 LD0269;                    North         East    Units  Estimated Accuracy
 LD0269;SPC IL W     -   403,300.      709,050.      MT  (+/- 180 meters Scaled)
 LD0269
 LD0269                          SUPERSEDED SURVEY CONTROL
 LD0269
 LD0269  NGVD 29 (??/??/92)  143.142  (m)          469.62   (f) ADJ UNCH    1 2
 LD0269
 LD0269.Superseded values are not recommended for survey control.
 LD0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0269.See file dsdata.txt to determine how the superseded data were derived.
 LD0269
 LD0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE498652(NAD 83)
 LD0269_MARKER: DB = BENCH MARK DISK
 LD0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0269_STAMPING: L 239 1961
 LD0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0269+STABILITY: SURFACE MOTION
 LD0269
 LD0269  HISTORY     - Date     Condition        Report By
 LD0269  HISTORY     - 1961     MONUMENTED       CGS
 LD0269  HISTORY     - 20050614 MARK NOT FOUND   HANPRO
 LD0269
 LD0269                          STATION DESCRIPTION
 LD0269
 LD0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0269'AT HAVANA.
 LD0269'AT HAVANA, AT THE INTERSECTION OF MAIN AND PLUM STREET, IN THE
 LD0269'COUNTY COURTHOUSE LAWN, 27.6 FEET EAST OF THE EAST CURB OF PLUM
 LD0269'STREET, 114.9 FEET NORTH OF THE NORTH CURB OF MAIN STREET, 4.8
 LD0269'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE CIVIL WAR MONUMENT,
 LD0269'5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE MONUMENT AND SET
 LD0269'IN THE TOP OF A CONCRETE POST 1/2 INCH BELOW THE LEVEL OF THE
 LD0269'GROUND.
 LD0269
 LD0269                          STATION RECOVERY (2005)
 LD0269
 LD0269'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2005 (JAR)
 LD0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1801 ***********************************************************************
 LB1801  DESIGNATION -  L 24 RESET 1970
 LB1801  PID         -  LB1801
 LB1801  STATE/COUNTY-  IL/VERMILION
 LB1801  USGS QUAD   -  PENFIELD (1984)
 LB1801
 LB1801                         *CURRENT SURVEY CONTROL
 LB1801  ___________________________________________________________________
 LB1801* NAD 83(1986)-  40 16 10.     (N)    087 53 28.     (W)     SCALED    
 LB1801* NAVD 88     -       219.58   (meters)     720.4    (feet)  RESET     
 LB1801  ___________________________________________________________________
 LB1801  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LB1801
 LB1801  VERT ORDER  -  THIRD
 LB1801
 LB1801.The horizontal coordinates were scaled from a topographic map and have
 LB1801.an estimated accuracy of +/- 6 seconds.
 LB1801
 LB1801.The orthometric height was computed from unverified reset data.
 LB1801
 LB1801.The geoid height was determined by GEOID03.
 LB1801
 LB1801;                    North         East    Units  Estimated Accuracy
 LB1801;SPC IL E     -   400,010.      337,610.      MT  (+/- 180 meters Scaled)
 LB1801
 LB1801                          SUPERSEDED SURVEY CONTROL
 LB1801
 LB1801.No superseded survey control is available for this station.
 LB1801
 LB1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK242580(NAD 83)
 LB1801_MARKER: DB = BENCH MARK DISK
 LB1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1801_STAMPING: L 24 RESET 1970
 LB1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1801+STABILITY: SURFACE MOTION
 LB1801
 LB1801  HISTORY     - Date     Condition        Report By
 LB1801  HISTORY     - 1970     MONUMENTED       NGS
 LB1801
 LB1801                          STATION DESCRIPTION
 LB1801
 LB1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1801'10 MI NE FROM OGDEN.
 LB1801'3.05 MILES EAST ALONG INTERSTATE HIGHWAY 74, THENCE NORTH ALONG
 LB1801'STATE HIGHWAY 49 FOR 10.7 MILES TO THE MARK ON THE LEFT AND
 LB1801'A CROSSROAD AND SIGN GERALD, 1 FOOT SOUTH OF A FENCE, 1 FOOT
 LB1801'SOUTHEAST OF A METAL WITNESS POST, 5 FEET SOUTHEAST OF A 10
 LB1801'INCH ELM TREE, 19 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 LB1801'24 FEET NORTH OF THE CENTERLINE OF GERALD RD.  102 FEET WEST
 LB1801'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF A ROUND
 LB1801'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0165 ***********************************************************************
 LD0165  DESIGNATION -  L 240
 LD0165  PID         -  LD0165
 LD0165  STATE/COUNTY-  IL/CASS
 LD0165  USGS QUAD   -  BEARDSTOWN (1981)
 LD0165
 LD0165                         *CURRENT SURVEY CONTROL
 LD0165  ___________________________________________________________________
 LD0165* NAD 83(1986)-  40 00 14.     (N)    090 26 09.     (W)     SCALED    
 LD0165* NAVD 88     -       135.060  (meters)     443.11   (feet)  ADJUSTED  
 LD0165  ___________________________________________________________________
 LD0165  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LD0165  DYNAMIC HT  -         134.989 (meters)     442.88  (feet)  COMP
 LD0165  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LD0165
 LD0165  VERT ORDER  -  FIRST     CLASS II
 LD0165
 LD0165.The horizontal coordinates were scaled from a topographic map and have
 LD0165.an estimated accuracy of +/- 6 seconds.
 LD0165
 LD0165.The orthometric height was determined by differential leveling
 LD0165.and adjusted by the National Geodetic Survey in June 1991..
 LD0165
 LD0165.The geoid height was determined by GEOID03.
 LD0165
 LD0165.The dynamic height is computed by dividing the NAVD 88
 LD0165.geopotential number by the normal gravity value computed on the
 LD0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0165.degrees latitude (g = 980.6199 gals.).
 LD0165
 LD0165.The modeled gravity was interpolated from observed gravity values.
 LD0165
 LD0165;                    North         East    Units  Estimated Accuracy
 LD0165;SPC IL W     -   370,450.      677,020.      MT  (+/- 180 meters Scaled)
 LD0165
 LD0165                          SUPERSEDED SURVEY CONTROL
 LD0165
 LD0165  NGVD 29 (??/??/92)  135.174  (m)          443.48   (f) ADJ UNCH    1 2
 LD0165
 LD0165.Superseded values are not recommended for survey control.
 LD0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0165.See file dsdata.txt to determine how the superseded data were derived.
 LD0165
 LD0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE188313(NAD 83)
 LD0165_MARKER: DB = BENCH MARK DISK
 LD0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0165_SP_SET: CULVERT
 LD0165_STAMPING: L 240 1961
 LD0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0165
 LD0165  HISTORY     - Date     Condition        Report By
 LD0165  HISTORY     - 1961     MONUMENTED       CGS
 LD0165  HISTORY     - 1970     GOOD             NGS
 LD0165
 LD0165                          STATION DESCRIPTION
 LD0165
 LD0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0165'AT BEARDSTOWN.
 LD0165'AT BEARDSTOWN, AT THE INTERSECTION OF U.S. HIGHWAY 67 AND STATE
 LD0165'HIGHWAY 100, ON TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL
 LD0165'OF A 2-FOOT BOX CULVERT UNDER U.S. HIGHWAY 67, 106 FEET SOUTHEAST
 LD0165'OF THE CENTER LINE OF STATE HIGHWAY 100, 23.5 FEET SOUTH OF THE
 LD0165'CENTER LINE OF U.S. HIGHWAY 67, AND ABOUT 1/2-FOOT BELOW THE LEVEL
 LD0165'OF U.S. HIGHWAY 67.  NOTE-- THIS MARK IS 0.7 MILE SOUTHEAST OF THE
 LD0165'SOUTHEAST END OF THE U.S. HIGHWAY 67 BRIDGE OVER THE ILLINOIS
 LD0165'RIVER.
 LD0165
 LD0165                          STATION RECOVERY (1970)
 LD0165
 LD0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LD0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0111 ***********************************************************************
 KC0111  DESIGNATION -  L 241
 KC0111  PID         -  KC0111
 KC0111  STATE/COUNTY-  IL/JERSEY
 KC0111  USGS QUAD   -  NUTWOOD (1975)
 KC0111
 KC0111                         *CURRENT SURVEY CONTROL
 KC0111  ___________________________________________________________________
 KC0111* NAD 83(1986)-  39 00 13.     (N)    090 32 45.     (W)     SCALED    
 KC0111* NAVD 88     -       132.420  (meters)     434.45   (feet)  ADJUSTED  
 KC0111  ___________________________________________________________________
 KC0111  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 KC0111  DYNAMIC HT  -         132.337 (meters)     434.18  (feet)  COMP
 KC0111  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 KC0111
 KC0111  VERT ORDER  -  FIRST     CLASS II
 KC0111
 KC0111.The horizontal coordinates were scaled from a topographic map and have
 KC0111.an estimated accuracy of +/- 6 seconds.
 KC0111
 KC0111.The orthometric height was determined by differential leveling
 KC0111.and adjusted by the National Geodetic Survey in June 1991..
 KC0111
 KC0111.The geoid height was determined by GEOID03.
 KC0111
 KC0111.The dynamic height is computed by dividing the NAVD 88
 KC0111.geopotential number by the normal gravity value computed on the
 KC0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0111.degrees latitude (g = 980.6199 gals.).
 KC0111
 KC0111.The modeled gravity was interpolated from observed gravity values.
 KC0111
 KC0111;                    North         East    Units  Estimated Accuracy
 KC0111;SPC IL W     -   259,440.      667,160.      MT  (+/- 180 meters Scaled)
 KC0111
 KC0111                          SUPERSEDED SURVEY CONTROL
 KC0111
 KC0111  NGVD 29 (??/??/92)  132.527  (m)          434.80   (f) ADJ UNCH    1 2
 KC0111
 KC0111.Superseded values are not recommended for survey control.
 KC0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0111.See file dsdata.txt to determine how the superseded data were derived.
 KC0111
 KC0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD125200(NAD 83)
 KC0111_MARKER: DB = BENCH MARK DISK
 KC0111_SETTING: 66 = SET IN ROCK OUTCROP
 KC0111_SP_SET: ROCK LEDGE
 KC0111_STAMPING: L 241 1961
 KC0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0111+STABILITY: POSITION/ELEVATION WELL
 KC0111
 KC0111  HISTORY     - Date     Condition        Report By
 KC0111  HISTORY     - 1961     MONUMENTED       CGS
 KC0111  HISTORY     - 1981     GOOD             AEROS
 KC0111
 KC0111                          STATION DESCRIPTION
 KC0111
 KC0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0111'8.4 MI NW FROM GRAFTON.
 KC0111'ABOUT 8.45 MILES WEST AND NORTH ALONG STATE HIGHWAY 100 FROM THE
 KC0111'GRAFTON SCHOOL, IN SECTION S 33 T 7 N R 13 W, ABOUT 35 YARDS
 KC0111'WEST OF THE SOUTHWEST CORNER OF A SMALL LOG HOUSE THAT SETS ON
 KC0111'A HIGH BANK ON THE EAST SIDE OF THE HIGHWAY, SET IN THE TOP OF
 KC0111'THE NORTH EDGE OF A SLOPING LEDGE OF ROCK THAT IS PART OF A
 KC0111'HIGH BANK, 43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 KC0111'NORTHEAST OF THE WEST CORNER OF THE ROCK, 1 FOOT SOUTH OF THE
 KC0111'NORTH EDGE OF THE ROCK, 2 1/2 FEET BELOW THE HIGHEST POINT OF
 KC0111'THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION S 33
 KC0111'T 7 N R 13 W.  THIS MARK MAY BE REACHED BY GOING 5.85 MILES SOUTH
 KC0111'ALONG STATE HIGHWAY 100 FROM THE 30 FOOT BRIDGE OVER THE NARROWS
 KC0111'AT NUTLAND.
 KC0111
 KC0111                          STATION RECOVERY (1981)
 KC0111
 KC0111'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 KC0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0144 ***********************************************************************
 KC0144  DESIGNATION -  L 242
 KC0144  PID         -  KC0144
 KC0144  STATE/COUNTY-  IL/GREENE
 KC0144  USGS QUAD   -  KAMPSVILLE (1980)
 KC0144
 KC0144                         *CURRENT SURVEY CONTROL
 KC0144  ___________________________________________________________________
 KC0144* NAD 83(1986)-  39 15 25.     (N)    090 33 14.     (W)     SCALED    
 KC0144* NAVD 88     -       138.070  (meters)     452.98   (feet)  ADJUSTED  
 KC0144  ___________________________________________________________________
 KC0144  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KC0144  DYNAMIC HT  -         137.990 (meters)     452.72  (feet)  COMP
 KC0144  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 KC0144
 KC0144  VERT ORDER  -  FIRST     CLASS II
 KC0144
 KC0144.The horizontal coordinates were scaled from a topographic map and have
 KC0144.an estimated accuracy of +/- 6 seconds.
 KC0144
 KC0144.The orthometric height was determined by differential leveling
 KC0144.and adjusted by the National Geodetic Survey in June 1991..
 KC0144
 KC0144.The geoid height was determined by GEOID03.
 KC0144
 KC0144.The dynamic height is computed by dividing the NAVD 88
 KC0144.geopotential number by the normal gravity value computed on the
 KC0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0144.degrees latitude (g = 980.6199 gals.).
 KC0144
 KC0144.The modeled gravity was interpolated from observed gravity values.
 KC0144
 KC0144;                    North         East    Units  Estimated Accuracy
 KC0144;SPC IL W     -   287,570.      666,580.      MT  (+/- 180 meters Scaled)
 KC0144
 KC0144                          SUPERSEDED SURVEY CONTROL
 KC0144
 KC0144  NGVD 29 (??/??/92)  138.181  (m)          453.35   (f) ADJ UNCH    1 2
 KC0144
 KC0144.Superseded values are not recommended for survey control.
 KC0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0144.See file dsdata.txt to determine how the superseded data were derived.
 KC0144
 KC0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD110481(NAD 83)
 KC0144_MARKER: DB = BENCH MARK DISK
 KC0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0144_SP_SET: BRIDGE
 KC0144_STAMPING: L 242 1961
 KC0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0144
 KC0144  HISTORY     - Date     Condition        Report By
 KC0144  HISTORY     - 1961     MONUMENTED       CGS
 KC0144
 KC0144                          STATION DESCRIPTION
 KC0144
 KC0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0144'2.2 MI S FROM ELDRED.
 KC0144'ABOUT 2.25 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CROSSING
 KC0144'OF STATE HIGHWAY 108 AT ELDRED, SECTION S 4 T 9 N R 13 W, SET ON
 KC0144'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A STEEL
 KC0144'BRIDGE OVER COLE CREEK, 15 FEET EAST OF THE CENTER LINE OF THE
 KC0144'ROAD, 1 FOOT SOUTH OF THE NORTH END OF THE EAST STEEL GUARD
 KC0144'RAIL AND 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0167 ***********************************************************************
 KC0167  DESIGNATION -  L 243
 KC0167  PID         -  KC0167
 KC0167  STATE/COUNTY-  IL/GREENE
 KC0167  USGS QUAD   -  PEARL EAST (1980)
 KC0167
 KC0167                         *CURRENT SURVEY CONTROL
 KC0167  ___________________________________________________________________
 KC0167* NAD 83(1986)-  39 25 28.     (N)    090 33 34.     (W)     SCALED    
 KC0167* NAVD 88     -       133.857  (meters)     439.16   (feet)  ADJUSTED  
 KC0167  ___________________________________________________________________
 KC0167  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KC0167  DYNAMIC HT  -         133.780 (meters)     438.91  (feet)  COMP
 KC0167  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 KC0167
 KC0167  VERT ORDER  -  FIRST     CLASS II
 KC0167
 KC0167.The horizontal coordinates were scaled from a topographic map and have
 KC0167.an estimated accuracy of +/- 6 seconds.
 KC0167
 KC0167.The orthometric height was determined by differential leveling
 KC0167.and adjusted by the National Geodetic Survey in June 1991..
 KC0167
 KC0167.The geoid height was determined by GEOID03.
 KC0167
 KC0167.The dynamic height is computed by dividing the NAVD 88
 KC0167.geopotential number by the normal gravity value computed on the
 KC0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0167.degrees latitude (g = 980.6199 gals.).
 KC0167
 KC0167.The modeled gravity was interpolated from observed gravity values.
 KC0167
 KC0167;                    North         East    Units  Estimated Accuracy
 KC0167;SPC IL W     -   306,160.      666,180.      MT  (+/- 180 meters Scaled)
 KC0167
 KC0167                          SUPERSEDED SURVEY CONTROL
 KC0167
 KC0167  NGVD 29 (??/??/92)  133.983  (m)          439.58   (f) ADJ UNCH    1 2
 KC0167
 KC0167.Superseded values are not recommended for survey control.
 KC0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0167.See file dsdata.txt to determine how the superseded data were derived.
 KC0167
 KC0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD100667(NAD 83)
 KC0167_MARKER: DB = BENCH MARK DISK
 KC0167_SETTING: 66 = SET IN ROCK OUTCROP
 KC0167_SP_SET: ROCK OUTCROP
 KC0167_STAMPING: L 243 1961
 KC0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KC0167+STABILITY: POSITION/ELEVATION WELL
 KC0167
 KC0167  HISTORY     - Date     Condition        Report By
 KC0167  HISTORY     - 1961     MONUMENTED       CGS
 KC0167
 KC0167                          STATION DESCRIPTION
 KC0167
 KC0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0167'2.3 MI S FROM HILLVIEW.
 KC0167'ABOUT 2.3 MILES SOUTH ALONG A BLACK TOP AND GRADED ROAD FROM THE
 KC0167'POST OFFICE AT HILLVIEW, 0.25 MILE SOUTH OF A BRIDGE OVER A
 KC0167'SMALL STREAM AT SCOTT HOLLOW, SET ON THE TOP OF A SLOPING
 KC0167'12-BY-8-BY 2 1/2 FEET ROCK OUTCROP, 40 FEET EAST OF THE CENTER
 KC0167'LINE OF THE ROAD.  2 1/2 FEET EAST OF THE WEST EDGE OF THE ROCK,
 KC0167'2 1/2 FEET SOUTH OF THE NORTH EDGE OF THE ROCK AND 10 FEET ABOVE
 KC0167'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0167 ***********************************************************************
 LD0167  DESIGNATION -  L 244
 LD0167  PID         -  LD0167
 LD0167  STATE/COUNTY-  IL/CASS
 LD0167  USGS QUAD   -  BEARDSTOWN (1981)
 LD0167
 LD0167                         *CURRENT SURVEY CONTROL
 LD0167  ___________________________________________________________________
 LD0167* NAD 83(1997)-  40 00 16.87505(N)    090 26 12.18803(W)     ADJUSTED  
 LD0167* NAVD 88     -       134.706  (meters)     441.95   (feet)  ADJUSTED  
 LD0167  ___________________________________________________________________
 LD0167  X           -     -37,290.794 (meters)                     COMP
 LD0167  Y           -  -4,892,308.825 (meters)                     COMP
 LD0167  Z           -   4,078,449.657 (meters)                     COMP
 LD0167  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 LD0167  ELLIP HEIGHT-         101.72  (meters)          (02/03/05) GPS OBS
 LD0167  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0167  DYNAMIC HT  -         134.635 (meters)     441.71  (feet)  COMP
 LD0167  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LD0167
 LD0167  HORZ ORDER  -  FIRST
 LD0167  VERT ORDER  -  FIRST     CLASS II
 LD0167  ELLP ORDER  -  FOURTH    CLASS II
 LD0167
 LD0167.The horizontal coordinates were established by GPS observations
 LD0167.and adjusted by the National Geodetic Survey in July 2004..
 LD0167
 LD0167.The orthometric height was determined by differential leveling
 LD0167.and adjusted by the National Geodetic Survey in June 1991..
 LD0167
 LD0167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0167
 LD0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0167
 LD0167.The ellipsoidal height was determined by GPS observations
 LD0167.and is referenced to NAD 83.
 LD0167
 LD0167.The geoid height was determined by GEOID03.
 LD0167
 LD0167.The dynamic height is computed by dividing the NAVD 88
 LD0167.geopotential number by the normal gravity value computed on the
 LD0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0167.degrees latitude (g = 980.6199 gals.).
 LD0167
 LD0167.The modeled gravity was interpolated from observed gravity values.
 LD0167
 LD0167;                    North         East     Units Scale Factor Converg.
 LD0167;SPC IL W     -   370,543.176   676,942.117   MT  0.99994772   -0 10 25.0
 LD0167;SPC IL W     - 1,215,690.40  2,220,934.26   sFT  0.99994772   -0 10 25.0
 LD0167;UTM  15      - 4,431,424.923   718,798.755   MT  1.00018938   +1 38 54.5
 LD0167
 LD0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0167!SPC IL W     -   0.99998404  x   0.99994772  =   0.99993176
 LD0167!UTM  15      -   0.99998404  x   1.00018938  =   1.00017342
 LD0167
 LD0167                          SUPERSEDED SURVEY CONTROL
 LD0167
 LD0167  ELLIP H (07/06/04)  101.73   (m)                       GP(       ) 3 2
 LD0167  NAVD 88 (07/06/04)  134.71   (m)          442.0    (f) LEVELING    3  
 LD0167  NGVD 29 (??/??/92)  134.820  (m)          442.32   (f) ADJ UNCH    1 2
 LD0167
 LD0167.Superseded values are not recommended for survey control.
 LD0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0167.See file dsdata.txt to determine how the superseded data were derived.
 LD0167
 LD0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE1879931425(NAD 83)
 LD0167_MARKER: DB = BENCH MARK DISK
 LD0167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LD0167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LD0167_STAMPING: L 244 1967
 LD0167_MARK LOGO: CGS   
 LD0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0167+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 LD0167
 LD0167  HISTORY     - Date     Condition        Report By
 LD0167  HISTORY     - 1961     MONUMENTED       CGS
 LD0167  HISTORY     - 20040202 GOOD             ILDT
 LD0167
 LD0167                          STATION DESCRIPTION
 LD0167
 LD0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0167'AT BEARDSTWON.
 LD0167'AT BEARDSTOWN, AT THE INTERSECTION OF U.S. HIGHWAY 67, STATE HIGHWAY
 LD0167'100 AND GRAND AVENUE, 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 67
 LD0167'FROM THE SOUTHEAST END OF THE BRIDGE OVER THE ILLINOIS RIVER,
 LD0167'38 FEET EAST OF THE CENTER LINE OF GRAND AVENUE, 126 FEET NORTHWEST
 LD0167'OF THE NORTHWEST CORNER OF THE TILLIT FORD MOTOR CO., 122 FEET
 LD0167'NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAYS AND
 LD0167'AVENUE, 12 FEET NORTH OF THE NORTHWEST LEG OF A SIGN BEARDSTOWN
 LD0167'LINCOLN SHRINE, 2 FEET SOUTH OF THE 1ST TELEPHONE POLE NORTH
 LD0167'OF THE HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT BELOW
 LD0167'THE LEVEL OF THE AVENUE, A DISK ON THE TOP OF A COPPER COATED
 LD0167'STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND
 LD0167'PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES ABOVE THE
 LD0167'LEVEL OF THE GROUND.
 LD0167
 LD0167                          STATION RECOVERY (2004)
 LD0167
 LD0167'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DL)
 LD0167'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0250 ***********************************************************************
 KC0250  DESIGNATION -  L 245
 KC0250  PID         -  KC0250
 KC0250  STATE/COUNTY-  IL/SCOTT
 KC0250  USGS QUAD   -  FLORENCE (1980)
 KC0250
 KC0250                         *CURRENT SURVEY CONTROL
 KC0250  ___________________________________________________________________
 KC0250* NAD 83(1986)-  39 41 06.     (N)    090 34 05.     (W)     SCALED    
 KC0250* NAVD 88     -       141.645  (meters)     464.71   (feet)  ADJUSTED  
 KC0250  ___________________________________________________________________
 KC0250  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KC0250  DYNAMIC HT  -         141.568 (meters)     464.46  (feet)  COMP
 KC0250  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 KC0250
 KC0250  VERT ORDER  -  FIRST     CLASS II
 KC0250
 KC0250.The horizontal coordinates were scaled from a topographic map and have
 KC0250.an estimated accuracy of +/- 6 seconds.
 KC0250
 KC0250.The orthometric height was determined by differential leveling
 KC0250.and adjusted by the National Geodetic Survey in June 1991..
 KC0250
 KC0250.The geoid height was determined by GEOID03.
 KC0250
 KC0250.The dynamic height is computed by dividing the NAVD 88
 KC0250.geopotential number by the normal gravity value computed on the
 KC0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0250.degrees latitude (g = 980.6199 gals.).
 KC0250
 KC0250.The modeled gravity was interpolated from observed gravity values.
 KC0250
 KC0250;                    North         East    Units  Estimated Accuracy
 KC0250;SPC IL W     -   335,090.      665,570.      MT  (+/- 180 meters Scaled)
 KC0250
 KC0250                          SUPERSEDED SURVEY CONTROL
 KC0250
 KC0250  NGVD 29 (??/??/92)  141.765  (m)          465.11   (f) ADJ UNCH    1 2
 KC0250
 KC0250.Superseded values are not recommended for survey control.
 KC0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0250.See file dsdata.txt to determine how the superseded data were derived.
 KC0250
 KC0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD085956(NAD 83)
 KC0250_MARKER: DB = BENCH MARK DISK
 KC0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0250_SP_SET: BRIDGE
 KC0250_STAMPING: L 245 1961
 KC0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0250
 KC0250  HISTORY     - Date     Condition        Report By
 KC0250  HISTORY     - 1961     MONUMENTED       CGS
 KC0250
 KC0250                          STATION DESCRIPTION
 KC0250
 KC0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0250'5.6 MI S FROM BLUFFS.
 KC0250'ABOUT 5.6 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0250'OF THE WABASH RAILROAD AT BLUFFS, 0.3 MILE SOUTH OF A SMALL
 KC0250'CEMETERY, ABOUT 100 YARD SOUTH OF THE JUNCTION OF A SIDE ROAD
 KC0250'LEADING EAST, SET ON TOP OF THE NORTHEAST WINGWALL OF A 25-FOOT
 KC0250'CONCRETE BRIDGE OVER A SMALL STREAM, 22 FEET EAST OF THE CENTER
 KC0250'LINE OF THE HIGHWAY, 0.5 FOOT EAST OF THE NORTHEAST CORNER OF THE
 KC0250'EAST GUARDRAIL AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0692 ***********************************************************************
 LC0692  DESIGNATION -  L 246
 LC0692  PID         -  LC0692
 LC0692  STATE/COUNTY-  IL/MCLEAN
 LC0692  USGS QUAD   -  NORMAL EAST (1981)
 LC0692
 LC0692                         *CURRENT SURVEY CONTROL
 LC0692  ___________________________________________________________________
 LC0692* NAD 83(1986)-  40 32 56.     (N)    088 55 18.     (W)     SCALED    
 LC0692* NAVD 88     -       242.120  (meters)     794.36   (feet)  ADJUSTED  
 LC0692  ___________________________________________________________________
 LC0692  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0692  DYNAMIC HT  -         242.007 (meters)     793.98  (feet)  COMP
 LC0692  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 LC0692
 LC0692  VERT ORDER  -  SECOND    CLASS 0
 LC0692
 LC0692.The horizontal coordinates were scaled from a topographic map and have
 LC0692.an estimated accuracy of +/- 6 seconds.
 LC0692
 LC0692.The orthometric height was determined by differential leveling
 LC0692.and adjusted by the National Geodetic Survey in June 1991..
 LC0692
 LC0692.The geoid height was determined by GEOID03.
 LC0692
 LC0692.The dynamic height is computed by dividing the NAVD 88
 LC0692.geopotential number by the normal gravity value computed on the
 LC0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0692.degrees latitude (g = 980.6199 gals.).
 LC0692
 LC0692.The modeled gravity was interpolated from observed gravity values.
 LC0692
 LC0692;                    North         East    Units  Estimated Accuracy
 LC0692;SPC IL E     -   431,110.      250,170.      MT  (+/- 180 meters Scaled)
 LC0692
 LC0692                          SUPERSEDED SURVEY CONTROL
 LC0692
 LC0692  NGVD 29 (??/??/92)  242.172  (m)          794.53   (f) ADJ UNCH    2 0
 LC0692
 LC0692.Superseded values are not recommended for survey control.
 LC0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0692.See file dsdata.txt to determine how the superseded data were derived.
 LC0692
 LC0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK372904(NAD 83)
 LC0692_MARKER: DB = BENCH MARK DISK
 LC0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0692_STAMPING: L 246 1960
 LC0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0692+STABILITY: SURFACE MOTION
 LC0692
 LC0692  HISTORY     - Date     Condition        Report By
 LC0692  HISTORY     - 1960     MONUMENTED       CGS
 LC0692  HISTORY     - 1961     GOOD             NGS
 LC0692  HISTORY     - 1987     GOOD             USPSQD
 LC0692
 LC0692                          STATION DESCRIPTION
 LC0692
 LC0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0692'1.8 MI SW FROM TOWANDA.
 LC0692'ABOUT 0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
 LC0692'AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILES WEST ALONG
 LC0692'WEST MONROE STREET, THENCE 1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY
 LC0692'66, ABOUT 0.25 MILES NORTHEAST OF A NORTH-SOUTH GRAVELED CROSSROAD,
 LC0692'55 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF
 LC0692'U.S. HIGHWAY 66, 41 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 LC0692'SOUTH BOUND TRACK OF THE GULF MOBILE AND OHIO RAILROAD, 2.5 FEET
 LC0692'NORTHEAST OF A TELEGRAPH POLE, 2.0 FEET SOUTHWEST OF A METAL
 LC0692'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 LC0692'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0692
 LC0692                          STATION RECOVERY (1987)
 LC0692
 LC0692'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 LC0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0327 ***********************************************************************
 MF0327  DESIGNATION -  L 247
 MF0327  PID         -  MF0327
 MF0327  STATE/COUNTY-  IL/WILL
 MF0327  USGS QUAD   -  WILMINGTON (1993)
 MF0327
 MF0327                         *CURRENT SURVEY CONTROL
 MF0327  ___________________________________________________________________
 MF0327* NAD 83(1986)-  41 19 13.     (N)    088 11 28.     (W)     SCALED    
 MF0327* NAVD 88     -       168.572  (meters)     553.06   (feet)  ADJUSTED  
 MF0327  ___________________________________________________________________
 MF0327  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MF0327  DYNAMIC HT  -         168.508 (meters)     552.85  (feet)  COMP
 MF0327  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 MF0327
 MF0327  VERT ORDER  -  SECOND    CLASS 0
 MF0327
 MF0327.The horizontal coordinates were scaled from a topographic map and have
 MF0327.an estimated accuracy of +/- 6 seconds.
 MF0327
 MF0327.The orthometric height was determined by differential leveling
 MF0327.and adjusted by the National Geodetic Survey in June 1991..
 MF0327
 MF0327.The geoid height was determined by GEOID03.
 MF0327
 MF0327.The dynamic height is computed by dividing the NAVD 88
 MF0327.geopotential number by the normal gravity value computed on the
 MF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0327.degrees latitude (g = 980.6199 gals.).
 MF0327
 MF0327.The modeled gravity was interpolated from observed gravity values.
 MF0327
 MF0327;                    North         East    Units  Estimated Accuracy
 MF0327;SPC IL E     -   516,620.      311,910.      MT  (+/- 180 meters Scaled)
 MF0327
 MF0327                          SUPERSEDED SURVEY CONTROL
 MF0327
 MF0327  NGVD 29 (??/??/92)  168.659  (m)          553.34   (f) ADJ UNCH    2 0
 MF0327
 MF0327.Superseded values are not recommended for survey control.
 MF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0327.See file dsdata.txt to determine how the superseded data were derived.
 MF0327
 MF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL003749(NAD 83)
 MF0327_MARKER: DB = BENCH MARK DISK
 MF0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0327_SP_SET: CULVERT
 MF0327_STAMPING: L 247 1960
 MF0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0327
 MF0327  HISTORY     - Date     Condition        Report By
 MF0327  HISTORY     - 1960     MONUMENTED       CGS
 MF0327  HISTORY     - 1961     GOOD             NGS
 MF0327
 MF0327                          STATION DESCRIPTION
 MF0327
 MF0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0327'2.7 MI NE FROM BRAIDWOOD.
 MF0327'ABOUT 2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE OVERPASS
 MF0327'AT THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 113 IN THE
 MF0327'NORTH PART OF BRAIDWOOD, ABOUT 0.4 MILE NORTH OF THE JUNCTION OF
 MF0327'STATE HIGHWAY 129, SET IN TO OF THE NORTH END OF THE WEST HEADWALL
 MF0327'OF A 6 FOOT CONCRETE BOX CULVERT UNDER THE SOUTHBOUND LANE OF U.S.
 MF0327'HIGHWAY 66, 20 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE,
 MF0327'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0784 ***********************************************************************
 LC0784  DESIGNATION -  L 248
 LC0784  PID         -  LC0784
 LC0784  STATE/COUNTY-  IL/LIVINGSTON
 LC0784  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0784
 LC0784                         *CURRENT SURVEY CONTROL
 LC0784  ___________________________________________________________________
 LC0784* NAD 83(1986)-  40 56 38.     (N)    088 34 48.     (W)     SCALED    
 LC0784* NAVD 88     -       205.408  (meters)     673.91   (feet)  ADJUSTED  
 LC0784  ___________________________________________________________________
 LC0784  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0784  DYNAMIC HT  -         205.321 (meters)     673.62  (feet)  COMP
 LC0784  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 LC0784
 LC0784  VERT ORDER  -  SECOND    CLASS 0
 LC0784
 LC0784.The horizontal coordinates were scaled from a topographic map and have
 LC0784.an estimated accuracy of +/- 6 seconds.
 LC0784
 LC0784.The orthometric height was determined by differential leveling
 LC0784.and adjusted by the National Geodetic Survey in June 1991..
 LC0784
 LC0784.The geoid height was determined by GEOID03.
 LC0784
 LC0784.The dynamic height is computed by dividing the NAVD 88
 LC0784.geopotential number by the normal gravity value computed on the
 LC0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0784.degrees latitude (g = 980.6199 gals.).
 LC0784
 LC0784.The modeled gravity was interpolated from observed gravity values.
 LC0784
 LC0784;                    North         East    Units  Estimated Accuracy
 LC0784;SPC IL E     -   474,840.      279,230.      MT  (+/- 180 meters Scaled)
 LC0784
 LC0784                          SUPERSEDED SURVEY CONTROL
 LC0784
 LC0784  NGVD 29 (??/??/92)  205.471  (m)          674.12   (f) ADJ UNCH    2 0
 LC0784
 LC0784.Superseded values are not recommended for survey control.
 LC0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0784.See file dsdata.txt to determine how the superseded data were derived.
 LC0784
 LC0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL670337(NAD 83)
 LC0784_MARKER: DB = BENCH MARK DISK
 LC0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0784_SP_SET: BRIDGE
 LC0784_STAMPING: L 248 1961
 LC0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0784
 LC0784  HISTORY     - Date     Condition        Report By
 LC0784  HISTORY     - 1961     MONUMENTED       CGS
 LC0784
 LC0784                          STATION DESCRIPTION
 LC0784
 LC0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0784'5.1 MI NE FROM PONTIAC.
 LC0784'ABOUT 5.1 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0784'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, ABOUT
 LC0784'0.25 MILES NORTHEAST OF THE SMALL COMMUNITY OF CAYUGA, SET IN
 LC0784'THE TOP OF THE SOUTHEAST END OF A CONCRETE RETAINING WALL AT
 LC0784'THE NORTHEAST CORNER OF A 30 FOOT CONCRETE BRIDGE UNDER U.S.
 LC0784'HIGHWAY 66, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND
 LC0784'LANE OF U.S. HIGHWAY 66, 25 FEET BELOW THE GULF, MOBILE AND OHIO
 LC0784'RAIL ROAD TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LC0784'NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE GULF, MOBILE AND
 LC0784'OHIO RAIL ROAD STATION IN ODELL BY GOING 0.35 MILES WEST ALONG
 LC0784'HAMILTON STREET, THENCE 5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1456 ***********************************************************************
 JB1456  DESIGNATION -  L 249
 JB1456  PID         -  JB1456
 JB1456  STATE/COUNTY-  IL/ST CLAIR
 JB1456  USGS QUAD   -  LEBANON (1991)
 JB1456
 JB1456                         *CURRENT SURVEY CONTROL
 JB1456  ___________________________________________________________________
 JB1456* NAD 83(1986)-  38 33 18.     (N)    089 50 46.     (W)     SCALED    
 JB1456* NAVD 88     -       133.382  (meters)     437.60   (feet)  ADJUSTED  
 JB1456  ___________________________________________________________________
 JB1456  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JB1456  DYNAMIC HT  -         133.298 (meters)     437.33  (feet)  COMP
 JB1456  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 JB1456
 JB1456  VERT ORDER  -  SECOND    CLASS 0
 JB1456
 JB1456.The horizontal coordinates were scaled from a topographic map and have
 JB1456.an estimated accuracy of +/- 6 seconds.
 JB1456
 JB1456.The orthometric height was determined by differential leveling
 JB1456.and adjusted by the National Geodetic Survey in June 1991..
 JB1456
 JB1456.The geoid height was determined by GEOID03.
 JB1456
 JB1456.The dynamic height is computed by dividing the NAVD 88
 JB1456.geopotential number by the normal gravity value computed on the
 JB1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1456.degrees latitude (g = 980.6199 gals.).
 JB1456
 JB1456.The modeled gravity was interpolated from observed gravity values.
 JB1456
 JB1456;                    North         East    Units  Estimated Accuracy
 JB1456;SPC IL W     -   209,620.      727,940.      MT  (+/- 180 meters Scaled)
 JB1456
 JB1456                          SUPERSEDED SURVEY CONTROL
 JB1456
 JB1456  NGVD 29 (??/??/92)  133.492  (m)          437.96   (f) ADJ UNCH    2 0
 JB1456
 JB1456.Superseded values are not recommended for survey control.
 JB1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1456.See file dsdata.txt to determine how the superseded data were derived.
 JB1456
 JB1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH519712(NAD 83)
 JB1456_MARKER: DB = BENCH MARK DISK
 JB1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1456_SP_SET: CONCRETE POST
 JB1456_STAMPING: L 249 1961
 JB1456_MARK LOGO: CGS   
 JB1456_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JB1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1456+STABILITY: SURFACE MOTION
 JB1456
 JB1456  HISTORY     - Date     Condition        Report By
 JB1456  HISTORY     - 1961     MONUMENTED       CGS
 JB1456  HISTORY     - 19881206 GOOD             USGS
 JB1456
 JB1456                          STATION DESCRIPTION
 JB1456
 JB1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1456'AT SCOTT FIELD.
 JB1456'AT THE NORTH ENTRANCE TO SCOTT AIR FORCE BASE, 43 FEET WEST
 JB1456'OF THE CENTER LINE OF THE ROAD, 23 FEET WEST-NORTHWEST OF THE
 JB1456'NORTHWEST CORNER OF THE AIR POLICE SHACK, 1 FOOT NORTH OF THE
 JB1456'FENCE, 22 FEET WEST OF A POWER POLE, 5.5 FEET EAST OF A CONCRETE
 JB1456'RIGHT OF WAY MARKER, 1.7 FEET EAST-NORTHEAST OF A METAL WITNESS
 JB1456'POST, ABOUT 0.5 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN
 JB1456'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JB1456
 JB1456                          STATION RECOVERY (1988)
 JB1456
 JB1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 JB1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2082 ***********************************************************************
 LB2082  DESIGNATION -  L 25 RESET 1978
 LB2082  PID         -  LB2082
 LB2082  STATE/COUNTY-  IL/IROQUOIS
 LB2082  USGS QUAD   -  CRESCENT CITY (1986)
 LB2082
 LB2082                         *CURRENT SURVEY CONTROL
 LB2082  ___________________________________________________________________
 LB2082* NAD 83(1986)-  40 49 27.     (N)    087 51 50.     (W)     SCALED    
 LB2082* NAVD 88     -       196.04   (+/-2cm)     643.2    (feet)  VERTCON   
 LB2082  ___________________________________________________________________
 LB2082  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LB2082
 LB2082  VERT ORDER  -  THIRD (See Below)
 LB2082
 LB2082.The horizontal coordinates were scaled from a topographic map and have
 LB2082.an estimated accuracy of +/- 6 seconds.
 LB2082
 LB2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2082.The vertical order pertains to the NGVD 29 superseded value.
 LB2082
 LB2082.The geoid height was determined by GEOID03.
 LB2082
 LB2082;                    North         East    Units  Estimated Accuracy
 LB2082;SPC IL E     -   461,620.      339,600.      MT  (+/- 180 meters Scaled)
 LB2082
 LB2082                          SUPERSEDED SURVEY CONTROL
 LB2082
 LB2082  NGVD 29 (03/28/06)  196.11   (m)          643.4    (f) RESET       3  
 LB2082
 LB2082.Superseded values are not recommended for survey control.
 LB2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2082.See file dsdata.txt to determine how the superseded data were derived.
 LB2082
 LB2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL271195(NAD 83)
 LB2082_MARKER: DB = BENCH MARK DISK
 LB2082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LB2082_SP_SET: HEADWALL
 LB2082_STAMPING: L 25 RESET 1978
 LB2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2082+STABILITY: SURFACE MOTION
 LB2082
 LB2082  HISTORY     - Date     Condition        Report By
 LB2082  HISTORY     - 1978     MONUMENTED       NGS
 LB2082
 LB2082                          STATION DESCRIPTION
 LB2082
 LB2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LB2082'3.75 MI NORTH FROM CRESCENT CITY.
 LB2082'3.75 MILES NORTH ALONG STATE HIGHWAY 49 WITH ITS JUNCTION WITH U.S.
 LB2082'HIGHWAY 24 IN CRESCENT CITY, IN THE TOP AND NEAR THE CENTER OF A WEST
 LB2082'HEADWALL OF AN 18-INCH PIPE CULVERT, AND 29 FEET WEST OF THE
 LB2082'CENTERLINE OF THE HIGHWAY.
 LB2082'THE MARK IS 4.5 FT  N FROM A WITNESS POST.
 LB2082'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1291 ***********************************************************************
 JB1291  DESIGNATION -  L 250
 JB1291  PID         -  JB1291
 JB1291  STATE/COUNTY-  IL/WASHINGTON
 JB1291  USGS QUAD   -  OKAWVILLE (1981)
 JB1291
 JB1291                         *CURRENT SURVEY CONTROL
 JB1291  ___________________________________________________________________
 JB1291* NAD 83(1986)-  38 25 34.     (N)    089 30 49.     (W)     SCALED    
 JB1291* NAVD 88     -       135.165  (meters)     443.45   (feet)  ADJUSTED  
 JB1291  ___________________________________________________________________
 JB1291  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB1291  DYNAMIC HT  -         135.080 (meters)     443.18  (feet)  COMP
 JB1291  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JB1291
 JB1291  VERT ORDER  -  SECOND    CLASS 0
 JB1291
 JB1291.The horizontal coordinates were scaled from a topographic map and have
 JB1291.an estimated accuracy of +/- 6 seconds.
 JB1291
 JB1291.The orthometric height was determined by differential leveling
 JB1291.and adjusted by the National Geodetic Survey in June 1991..
 JB1291
 JB1291.The geoid height was determined by GEOID03.
 JB1291
 JB1291.The dynamic height is computed by dividing the NAVD 88
 JB1291.geopotential number by the normal gravity value computed on the
 JB1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1291.degrees latitude (g = 980.6199 gals.).
 JB1291
 JB1291.The modeled gravity was interpolated from observed gravity values.
 JB1291
 JB1291;                    North         East    Units  Estimated Accuracy
 JB1291;SPC IL W     -   195,470.      757,020.      MT  (+/- 180 meters Scaled)
 JB1291
 JB1291                          SUPERSEDED SURVEY CONTROL
 JB1291
 JB1291  NGVD 29 (??/??/92)  135.287  (m)          443.85   (f) ADJ UNCH    2 0
 JB1291
 JB1291.Superseded values are not recommended for survey control.
 JB1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1291.See file dsdata.txt to determine how the superseded data were derived.
 JB1291
 JB1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH805560(NAD 83)
 JB1291_MARKER: DB = BENCH MARK DISK
 JB1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1291_STAMPING: L 250 1961
 JB1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1291+STABILITY: SURFACE MOTION
 JB1291
 JB1291  HISTORY     - Date     Condition        Report By
 JB1291  HISTORY     - 1961     MONUMENTED       CGS
 JB1291
 JB1291                          STATION DESCRIPTION
 JB1291
 JB1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1291'2.4 MI SE FROM OKAWVILLE.
 JB1291'ABOUT 0.10 MILE EAST ALONG WALNUT STREET FROM THE POST OFFICE
 JB1291'IN OKAWVILLE, THENCE 0.3 MILE SOUTH ALONG HANOVER STREET, THENCE
 JB1291'1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.10 MILE SOUTH
 JB1291'ALONG HANOVER STREET, THENCE 1.85 MILES EAST ALONG A GRAVEL ROAD,
 JB1291'THENCE 0.10 MILE SOUTH ALONG A GRAVEL ROAD, AT A FENCE CORNER AND
 JB1291'A FIELD ENTRANCE EAST OF THE ROAD, 23 FEET EAST OF THE CENTER LINE OF
 JB1291'THE ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE FIELD ENTRANCE,
 JB1291'1 FOOT WEST OF A FENCE, 6 FEET SOUTH OF THE FENCE CORNER, 1.9 FEET
 JB1291'NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JB1291'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1165 ***********************************************************************
 JB1165  DESIGNATION -  L 251
 JB1165  PID         -  JB1165
 JB1165  STATE/COUNTY-  IL/WASHINGTON
 JB1165  USGS QUAD   -  BEAUCOUP (1974)
 JB1165
 JB1165                         *CURRENT SURVEY CONTROL
 JB1165  ___________________________________________________________________
 JB1165* NAD 83(1986)-  38 22 19.     (N)    089 15 23.     (W)     SCALED    
 JB1165* NAVD 88     -       164.095  (meters)     538.37   (feet)  ADJUSTED  
 JB1165  ___________________________________________________________________
 JB1165  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 JB1165  DYNAMIC HT  -         163.990 (meters)     538.02  (feet)  COMP
 JB1165  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JB1165
 JB1165  VERT ORDER  -  SECOND    CLASS 0
 JB1165
 JB1165.The horizontal coordinates were scaled from a topographic map and have
 JB1165.an estimated accuracy of +/- 6 seconds.
 JB1165
 JB1165.The orthometric height was determined by differential leveling
 JB1165.and adjusted by the National Geodetic Survey in June 1991..
 JB1165
 JB1165.The geoid height was determined by GEOID03.
 JB1165
 JB1165.The dynamic height is computed by dividing the NAVD 88
 JB1165.geopotential number by the normal gravity value computed on the
 JB1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1165.degrees latitude (g = 980.6199 gals.).
 JB1165
 JB1165.The modeled gravity was interpolated from observed gravity values.
 JB1165
 JB1165;                    North         East    Units  Estimated Accuracy
 JB1165;SPC IL W     -   189,650.      779,540.      MT  (+/- 180 meters Scaled)
 JB1165
 JB1165                          SUPERSEDED SURVEY CONTROL
 JB1165
 JB1165  NGVD 29 (??/??/92)  164.211  (m)          538.75   (f) ADJ UNCH    2 0
 JB1165
 JB1165.Superseded values are not recommended for survey control.
 JB1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1165.See file dsdata.txt to determine how the superseded data were derived.
 JB1165
 JB1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH028494(NAD 83)
 JB1165_MARKER: DB = BENCH MARK DISK
 JB1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1165_STAMPING: L 251 1961
 JB1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1165+STABILITY: SURFACE MOTION
 JB1165
 JB1165  HISTORY     - Date     Condition        Report By
 JB1165  HISTORY     - 1961     MONUMENTED       CGS
 JB1165
 JB1165                          STATION DESCRIPTION
 JB1165
 JB1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1165'9 MI NE FROM NASHVILLE.
 JB1165'ABOUT 1.05 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 127 FROM
 JB1165'ITS JUNCTION WITH U.S. HIGHWAY 460 IN NASHVILLE, THENCE 0.7 MILE
 JB1165'EAST ALONG AN OILED ROAD, THENCE 0.5 MILE NORTH ALONG AN OILED
 JB1165'ROAD, THENCE 3.5 MILES EAST ALONG AN OILED ROAD, THENCE 1.0
 JB1165'MILE NORTH ALONG AN OILED ROAD, THENCE 2.0 MILES EAST ALONG AN
 JB1165'OILED ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD, AT A FENCE
 JB1165'CORNER EAST OF THE ROAD, 17 FEET EAST OF THE CENTER LINE OF THE
 JB1165'ROAD, 1.5 FEET WEST OF A FENCE, 3.5 FEET SOUTH OF THE FENCE
 JB1165'CORNER, 90 FEET SOUTH OF A POWER POLE, 1.7 FEET NORTH OF A METAL
 JB1165'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 JB1165'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0448 ***********************************************************************
 JB0448  DESIGNATION -  L 252
 JB0448  PID         -  JB0448
 JB0448  STATE/COUNTY-  IL/JEFFERSON
 JB0448  USGS QUAD   -  MOUNT VERNON (1978)
 JB0448
 JB0448                         *CURRENT SURVEY CONTROL
 JB0448  ___________________________________________________________________
 JB0448* NAD 83(1986)-  38 16 12.     (N)    088 53 56.     (W)     SCALED    
 JB0448* NAVD 88     -       132.330  (meters)     434.15   (feet)  ADJUSTED  
 JB0448  ___________________________________________________________________
 JB0448  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JB0448  DYNAMIC HT  -         132.245 (meters)     433.87  (feet)  COMP
 JB0448  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 JB0448
 JB0448  VERT ORDER  -  SECOND    CLASS 0
 JB0448
 JB0448.The horizontal coordinates were scaled from a topographic map and have
 JB0448.an estimated accuracy of +/- 6 seconds.
 JB0448
 JB0448.The orthometric height was determined by differential leveling
 JB0448.and adjusted by the National Geodetic Survey in June 1991..
 JB0448
 JB0448.The geoid height was determined by GEOID03.
 JB0448
 JB0448.The dynamic height is computed by dividing the NAVD 88
 JB0448.geopotential number by the normal gravity value computed on the
 JB0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0448.degrees latitude (g = 980.6199 gals.).
 JB0448
 JB0448.The modeled gravity was interpolated from observed gravity values.
 JB0448
 JB0448;                    North         East    Units  Estimated Accuracy
 JB0448;SPC IL E     -   178,100.      250,510.      MT  (+/- 180 meters Scaled)
 JB0448
 JB0448                          SUPERSEDED SURVEY CONTROL
 JB0448
 JB0448  NGVD 29 (??/??/92)  132.438  (m)          434.51   (f) ADJ UNCH    2 0
 JB0448
 JB0448.Superseded values are not recommended for survey control.
 JB0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0448.See file dsdata.txt to determine how the superseded data were derived.
 JB0448
 JB0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH338374(NAD 83)
 JB0448_MARKER: DB = BENCH MARK DISK
 JB0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0448_SP_SET: BRIDGE
 JB0448_STAMPING: L 252 1961
 JB0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0448
 JB0448  HISTORY     - Date     Condition        Report By
 JB0448  HISTORY     - 1961     MONUMENTED       CGS
 JB0448
 JB0448                          STATION DESCRIPTION
 JB0448
 JB0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0448'3.2 MI S FROM MT VERNON.
 JB0448'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURTHOUSE
 JB0448'IN MT. VERNON, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF AN OILED
 JB0448'ROAD WEST, SET IN TOP OF THE SOUTHWEST END OF THE WINGWALL AT
 JB0448'THE NORTHWEST CORNER OF A 350 FOOT CONCRETE BRIDGE OVER CASEY
 JB0448'FORK, 16 FEET EAST OF THE CENTER OF THE HIGHWAY, AND ABOUT 0.5
 JB0448'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0529 ***********************************************************************
 JB0529  DESIGNATION -  L 253
 JB0529  PID         -  JB0529
 JB0529  STATE/COUNTY-  IL/WAYNE
 JB0529  USGS QUAD   -  WAYNE CITY (1973)
 JB0529
 JB0529                         *CURRENT SURVEY CONTROL
 JB0529  ___________________________________________________________________
 JB0529* NAD 83(1986)-  38 15 34.     (N)    088 30 53.     (W)     SCALED    
 JB0529* NAVD 88     -       122.657  (meters)     402.42   (feet)  ADJUSTED  
 JB0529  ___________________________________________________________________
 JB0529  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB0529  DYNAMIC HT  -         122.579 (meters)     402.16  (feet)  COMP
 JB0529  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JB0529
 JB0529  VERT ORDER  -  SECOND    CLASS 0
 JB0529
 JB0529.The horizontal coordinates were scaled from a topographic map and have
 JB0529.an estimated accuracy of +/- 6 seconds.
 JB0529
 JB0529.The orthometric height was determined by differential leveling
 JB0529.and adjusted by the National Geodetic Survey in June 1991..
 JB0529
 JB0529.The geoid height was determined by GEOID03.
 JB0529
 JB0529.The dynamic height is computed by dividing the NAVD 88
 JB0529.geopotential number by the normal gravity value computed on the
 JB0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0529.degrees latitude (g = 980.6199 gals.).
 JB0529
 JB0529.The modeled gravity was interpolated from observed gravity values.
 JB0529
 JB0529;                    North         East    Units  Estimated Accuracy
 JB0529;SPC IL E     -   176,790.      284,130.      MT  (+/- 180 meters Scaled)
 JB0529
 JB0529                          SUPERSEDED SURVEY CONTROL
 JB0529
 JB0529  NGVD 29 (??/??/92)  122.782  (m)          402.83   (f) ADJ UNCH    2 0
 JB0529
 JB0529.Superseded values are not recommended for survey control.
 JB0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0529.See file dsdata.txt to determine how the superseded data were derived.
 JB0529
 JB0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH674356(NAD 83)
 JB0529_MARKER: DB = BENCH MARK DISK
 JB0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0529_STAMPING: L 253 1961
 JB0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0529+STABILITY: SURFACE MOTION
 JB0529
 JB0529  HISTORY     - Date     Condition        Report By
 JB0529  HISTORY     - 1961     MONUMENTED       CGS
 JB0529
 JB0529                          STATION DESCRIPTION
 JB0529
 JB0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0529'8.4 MI SE FROM WAYNE CITY.
 JB0529'ABOUT 7.0 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0529'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 1.45
 JB0529'MILES EAST, SOUTH, AND EAST ALONG A GRAVEL ROAD, ABOUT 0.05 MILE
 JB0529'EST OF A FARM HOUSE NORTH OF THE ROAD, AT A FENCE CORNER NORTH OF
 JB0529'THE ROAD, 21 FEET NORTH OF THE CENTER OF THE ROAD, 1 FOOT SOUTH
 JB0529'OF A FENCE, 5 FEET WEST OF THE FENCE CORNER, 2.0 FEET
 JB0529'WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT 0.5 FOOT BELOW
 JB0529'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB0529'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0276 ***********************************************************************
 JB0276  DESIGNATION -  L 254
 JB0276  PID         -  JB0276
 JB0276  STATE/COUNTY-  IL/WHITE
 JB0276  USGS QUAD   -  CROSSVILLE (1974)
 JB0276
 JB0276                         *CURRENT SURVEY CONTROL
 JB0276  ___________________________________________________________________
 JB0276* NAD 83(1986)-  38 14 02.     (N)    088 04 17.     (W)     SCALED    
 JB0276* NAVD 88     -       117.470  (meters)     385.40   (feet)  ADJUSTED  
 JB0276  ___________________________________________________________________
 JB0276  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JB0276  DYNAMIC HT  -         117.394 (meters)     385.15  (feet)  COMP
 JB0276  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 JB0276
 JB0276  VERT ORDER  -  SECOND    CLASS 0
 JB0276
 JB0276.The horizontal coordinates were scaled from a topographic map and have
 JB0276.an estimated accuracy of +/- 6 seconds.
 JB0276
 JB0276.The orthometric height was determined by differential leveling
 JB0276.and adjusted by the National Geodetic Survey in June 1991..
 JB0276
 JB0276.The geoid height was determined by GEOID03.
 JB0276
 JB0276.The dynamic height is computed by dividing the NAVD 88
 JB0276.geopotential number by the normal gravity value computed on the
 JB0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0276.degrees latitude (g = 980.6199 gals.).
 JB0276
 JB0276.The modeled gravity was interpolated from observed gravity values.
 JB0276
 JB0276;                    North         East    Units  Estimated Accuracy
 JB0276;SPC IL E     -   173,970.      322,930.      MT  (+/- 180 meters Scaled)
 JB0276
 JB0276                          SUPERSEDED SURVEY CONTROL
 JB0276
 JB0276  NGVD 29 (??/??/92)  117.597  (m)          385.82   (f) ADJ UNCH    2 0
 JB0276
 JB0276.Superseded values are not recommended for survey control.
 JB0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0276.See file dsdata.txt to determine how the superseded data were derived.
 JB0276
 JB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH062323(NAD 83)
 JB0276_MARKER: DB = BENCH MARK DISK
 JB0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0276_STAMPING: L 254 1961
 JB0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0276+STABILITY: SURFACE MOTION
 JB0276
 JB0276  HISTORY     - Date     Condition        Report By
 JB0276  HISTORY     - 1961     MONUMENTED       CGS
 JB0276
 JB0276                          STATION DESCRIPTION
 JB0276
 JB0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0276'6.4 MI SW FROM GRAYVILLE.
 JB0276'ABOUT 4.6 MILES WEST ALONG AN ASPHALT PAVED ROAD FROM THE JUNCTION
 JB0276'OF COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN GRAYVILLE,
 JB0276'THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.2 MILE EAST
 JB0276'ALONG A GRAVEL ROAD, THENCE 0.55 MILE SOUTH ALONG A GRAVEL
 JB0276'ROAD, ABOUT 0.15 MILE SOUTH OF A HOUSE EAST OF THE ROAD, NEAR
 JB0276'A FIELD ENTRANCE EAST OF THE ROAD, 20 FEET WEST OF THE CENTER OF
 JB0276'THE ROAD, 165 FEET NORTH OF THE EXTENDED CENTER OF THE FIELD
 JB0276'ENTRANCE, 1.6 FEET SOUTHEAST OF THE SECOND POWER POLE SOUTH OF A
 JB0276'POWER POLE WITH A TRANSFORMER, 1.5 FEET NORTH OF A METAL WITNESS
 JB0276'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JB0276'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7252 ***********************************************************************
 AB7252  DESIGNATION -  L 255 RESET
 AB7252  PID         -  AB7252
 AB7252  STATE/COUNTY-  IL/CASS
 AB7252  USGS QUAD   -  ARENZVILLE WEST (1983)
 AB7252
 AB7252                         *CURRENT SURVEY CONTROL
 AB7252  ___________________________________________________________________
 AB7252* NAD 83(1986)-  39 55 52.     (N)    090 29 36.     (W)     SCALED    
 AB7252* NAVD 88     -       137.94   (meters)     452.6    (feet)  RESET     
 AB7252  ___________________________________________________________________
 AB7252  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AB7252
 AB7252  VERT ORDER  -  THIRD
 AB7252
 AB7252.The horizontal coordinates were scaled from a topographic map and have
 AB7252.an estimated accuracy of +/- 6 seconds.
 AB7252
 AB7252.The orthometric height was computed from unverified reset data.
 AB7252
 AB7252.The geoid height was determined by GEOID03.
 AB7252
 AB7252;                    North         East    Units  Estimated Accuracy
 AB7252;SPC IL W     -   362,390.      672,080.      MT  (+/- 180 meters Scaled)
 AB7252
 AB7252                          SUPERSEDED SURVEY CONTROL
 AB7252
 AB7252.No superseded survey control is available for this station.
 AB7252
 AB7252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE141231(NAD 83)
 AB7252_MARKER: DV = VERTICAL CONTROL DISK
 AB7252_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB7252_SP_SET: BRIDGE PARAPET WALL
 AB7252_STAMPING: L 255 RESET 1991
 AB7252_MARK LOGO: NGS   
 AB7252_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7252+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AB7252
 AB7252  HISTORY     - Date     Condition        Report By
 AB7252  HISTORY     - 1991     MONUMENTED       NGS
 AB7252
 AB7252                          STATION DESCRIPTION
 AB7252
 AB7252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (RKB)
 AB7252'STATION IS ABOUT 6.1 MI (9.8 KM) SOUTH ALONG STATE ROUTE 100 FROM ITS
 AB7252'JUNCTION WITH U.S.  ROUTE 27 AT BEARDSTOWN, SET IN THE NORTH END OF
 AB7252'THE EAST PARAPET WALL OF A BRIDGE OVER INDIAN CREEK, 2.8 M (9.2 FT)
 AB7252'SOUTH OF THE NORTH END OF THE WALL AND 5.2 M (17.1 FT) EAST OF THE
 AB7252'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0792 ***********************************************************************
 JB0792  DESIGNATION -  L 256
 JB0792  PID         -  JB0792
 JB0792  STATE/COUNTY-  IL/FAYETTE
 JB0792  USGS QUAD   -  PATOKA (1981)
 JB0792
 JB0792                         *CURRENT SURVEY CONTROL
 JB0792  ___________________________________________________________________
 JB0792* NAD 83(1986)-  38 52 29.     (N)    089 05 16.     (W)     SCALED    
 JB0792* NAVD 88     -       155.102  (meters)     508.86   (feet)  ADJUSTED  
 JB0792  ___________________________________________________________________
 JB0792  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JB0792  DYNAMIC HT  -         155.006 (meters)     508.55  (feet)  COMP
 JB0792  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 JB0792
 JB0792  VERT ORDER  -  FIRST     CLASS I
 JB0792
 JB0792.The horizontal coordinates were scaled from a topographic map and have
 JB0792.an estimated accuracy of +/- 6 seconds.
 JB0792
 JB0792.The orthometric height was determined by differential leveling
 JB0792.and adjusted by the National Geodetic Survey in June 1991..
 JB0792
 JB0792.The geoid height was determined by GEOID03.
 JB0792
 JB0792.The dynamic height is computed by dividing the NAVD 88
 JB0792.geopotential number by the normal gravity value computed on the
 JB0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0792.degrees latitude (g = 980.6199 gals.).
 JB0792
 JB0792.The modeled gravity was interpolated from observed gravity values.
 JB0792
 JB0792;                    North         East    Units  Estimated Accuracy
 JB0792;SPC IL E     -   245,340.      234,530.      MT  (+/- 180 meters Scaled)
 JB0792
 JB0792                          SUPERSEDED SURVEY CONTROL
 JB0792
 JB0792  NGVD 29 (??/??/92)  155.216  (m)          509.24   (f) ADJ UNCH    1 1
 JB0792
 JB0792.Superseded values are not recommended for survey control.
 JB0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0792.See file dsdata.txt to determine how the superseded data were derived.
 JB0792
 JB0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ188049(NAD 83)
 JB0792_MARKER: DB = BENCH MARK DISK
 JB0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0792_STAMPING: L 256 1961
 JB0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0792+STABILITY: SURFACE MOTION
 JB0792
 JB0792  HISTORY     - Date     Condition        Report By
 JB0792  HISTORY     - 1961     MONUMENTED       CGS
 JB0792  HISTORY     - 1969     GOOD             NGS
 JB0792  HISTORY     - 1976     GOOD             NGS
 JB0792
 JB0792                          STATION DESCRIPTION
 JB0792
 JB0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0792'6 MI S FROM VANDALIA.
 JB0792'ABOUT 6.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0792'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD FROM
 JB0792'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 JB0792'VANDALIA, 0.25 MILE SOUTH OF MILEPOST 684, 73 FEET NORTHEAST OF
 JB0792'THE CENTER OF A CROSSING OF THE RAILROAD AND A ROAD, 57 1/2 FEET
 JB0792'EAST OF THE EAST RAIL, 64 FEET WEST OF THE CENTER LINE OF A
 JB0792'PAVED ROAD WHICH IS OLD U.S. HIGHWAY 51, 2 1/2 FEET SOUTH OF A
 JB0792'TELEPHONE POLE, 2.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 JB0792'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 JB0792'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 JB0792'GROUND.  SEC 16, T 5 N, R 1 E.
 JB0792
 JB0792                          STATION RECOVERY (1976)
 JB0792
 JB0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0784 ***********************************************************************
 KB0784  DESIGNATION -  L 257
 KB0784  PID         -  KB0784
 KB0784  STATE/COUNTY-  IL/FAYETTE
 KB0784  USGS QUAD   -  RAMSEY (1982)
 KB0784
 KB0784                         *CURRENT SURVEY CONTROL
 KB0784  ___________________________________________________________________
 KB0784* NAD 83(1986)-  39 09 31.     (N)    089 06 32.     (W)     SCALED    
 KB0784* NAVD 88     -       190.037  (meters)     623.48   (feet)  ADJUSTED  
 KB0784  ___________________________________________________________________
 KB0784  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KB0784  DYNAMIC HT  -         189.922 (meters)     623.10  (feet)  COMP
 KB0784  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 KB0784
 KB0784  VERT ORDER  -  FIRST     CLASS I
 KB0784
 KB0784.The horizontal coordinates were scaled from a topographic map and have
 KB0784.an estimated accuracy of +/- 6 seconds.
 KB0784
 KB0784.The orthometric height was determined by differential leveling
 KB0784.and adjusted by the National Geodetic Survey in June 1991..
 KB0784.WARNING-Repeat measurements at this control monument indicate possible
 KB0784.vertical movement.
 KB0784
 KB0784.The geoid height was determined by GEOID03.
 KB0784
 KB0784.The dynamic height is computed by dividing the NAVD 88
 KB0784.geopotential number by the normal gravity value computed on the
 KB0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0784.degrees latitude (g = 980.6199 gals.).
 KB0784
 KB0784.The modeled gravity was interpolated from observed gravity values.
 KB0784
 KB0784;                    North         East    Units  Estimated Accuracy
 KB0784;SPC IL E     -   276,870.      232,970.      MT  (+/- 180 meters Scaled)
 KB0784
 KB0784                          SUPERSEDED SURVEY CONTROL
 KB0784
 KB0784  NGVD 29 (??/??/92)  190.113  (m)          623.73   (f) ADJ UNCH    1 1
 KB0784
 KB0784.Superseded values are not recommended for survey control.
 KB0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0784.See file dsdata.txt to determine how the superseded data were derived.
 KB0784
 KB0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ177364(NAD 83)
 KB0784_MARKER: DB = BENCH MARK DISK
 KB0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0784_STAMPING: L 257 1961
 KB0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0784+STABILITY: SURFACE MOTION
 KB0784
 KB0784  HISTORY     - Date     Condition        Report By
 KB0784  HISTORY     - 1961     MONUMENTED       CGS
 KB0784  HISTORY     - 1969     GOOD             NGS
 KB0784  HISTORY     - 1976     GOOD             NGS
 KB0784
 KB0784                          STATION DESCRIPTION
 KB0784
 KB0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0784'1.3 MI N FROM RAMSEY.
 KB0784'ABOUT 1.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0784'THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, 103 FEET NORTHEAST
 KB0784'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED ROAD,
 KB0784'94 FEET EAST OF THE EAST RAIL, 43 FEET NORTH OF THE CENTER LINE
 KB0784'OF THE ROAD, 16 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A GREEN
 KB0784'AT THE SOUTHWEST CORNER OF THE RAMSEY LAKE GOLF COURSE, 2.0 FEET
 KB0784'SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 KB0784'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KB0784'2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 5, T8N, R1E.
 KB0784
 KB0784                          STATION RECOVERY (1976)
 KB0784
 KB0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0784'MARK WAS RECOVERED BUT IS NOW 16 INCHES UNDER A MOON SHAPED BUNKER
 KB0784'FOR A GOLF GREEN. IT IS 88.3 FEET EAST-NORTHEAST OF THE RAILROAD
 KB0784'CROSSING SIGNAL, 71 FEET SOUTH OF A 10 INCH EVERGREEN, ABOUT 14 FEET
 KB0784'NORTHWEST OF THE SOUTHEAST END OF THE BUNKER, 1.3 MILES NORTH ALONG
 KB0784'ILLINOIS CENTRAL RAILROAD FROM THE SWITCH CONTROL TOWER IN RAMSEY,
 KB0784'103 FT. NORTH EAST OF THE CENTER OF THE INTERSECTION OF CROSSING OF
 KB0784'RAILROAD AND A SURFACED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0241 ***********************************************************************
 LD0241  DESIGNATION -  L 258
 LD0241  PID         -  LD0241
 LD0241  STATE/COUNTY-  IL/MASON
 LD0241  USGS QUAD   -  BATH (1981)
 LD0241
 LD0241                         *CURRENT SURVEY CONTROL
 LD0241  ___________________________________________________________________
 LD0241* NAD 83(1986)-  40 11 53.     (N)    090 08 01.     (W)     SCALED    
 LD0241* NAVD 88     -       142.570  (meters)     467.75   (feet)  ADJUSTED  
 LD0241  ___________________________________________________________________
 LD0241  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0241  DYNAMIC HT  -         142.498 (meters)     467.51  (feet)  COMP
 LD0241  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 LD0241
 LD0241  VERT ORDER  -  FIRST     CLASS II
 LD0241
 LD0241.The horizontal coordinates were scaled from a topographic map and have
 LD0241.an estimated accuracy of +/- 6 seconds.
 LD0241
 LD0241.The orthometric height was determined by differential leveling
 LD0241.and adjusted by the National Geodetic Survey in June 1991..
 LD0241
 LD0241.The geoid height was determined by GEOID03.
 LD0241
 LD0241.The dynamic height is computed by dividing the NAVD 88
 LD0241.geopotential number by the normal gravity value computed on the
 LD0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0241.degrees latitude (g = 980.6199 gals.).
 LD0241
 LD0241.The modeled gravity was interpolated from observed gravity values.
 LD0241
 LD0241;                    North         East    Units  Estimated Accuracy
 LD0241;SPC IL W     -   391,980.      702,810.      MT  (+/- 180 meters Scaled)
 LD0241
 LD0241                          SUPERSEDED SURVEY CONTROL
 LD0241
 LD0241  NGVD 29 (??/??/92)  142.666  (m)          468.06   (f) ADJ UNCH    1 2
 LD0241
 LD0241.Superseded values are not recommended for survey control.
 LD0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0241.See file dsdata.txt to determine how the superseded data were derived.
 LD0241
 LD0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE439536(NAD 83)
 LD0241_MARKER: DB = BENCH MARK DISK
 LD0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0241_SP_SET: CULVERT
 LD0241_STAMPING: L 258 1961
 LD0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0241
 LD0241  HISTORY     - Date     Condition        Report By
 LD0241  HISTORY     - 1961     MONUMENTED       CGS
 LD0241  HISTORY     - 1976     MARK NOT FOUND   USGS
 LD0241  HISTORY     - 20050601 MARK NOT FOUND   ILDT
 LD0241
 LD0241                          STATION DESCRIPTION
 LD0241
 LD0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0241'0.7 MI NE FROM BATH.
 LD0241'ABOUT 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 78 FROM THE CENTER
 LD0241'OF THE PARK AT BATH, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST
 LD0241'CONCRETE HEADWALL OF A 2-FOOT BOX CULVERT UNDER THE HIGHWAY, 20
 LD0241'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.5 MILE
 LD0241'NORTHEAST OF THE HIGH SCHOOL BUILDING IN BATH, 4.2 FOOT SOUTHWEST
 LD0241'OF THE NORTHEAST END OF THE HEADWALL AND 1/2 FOOT ABOVE THE
 LD0241'LEVEL OF THE HIGHWAY.
 LD0241
 LD0241                          STATION RECOVERY (1976)
 LD0241
 LD0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LD0241'MARK NOT FOUND.
 LD0241
 LD0241                          STATION RECOVERY (2005)
 LD0241
 LD0241'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0569 ***********************************************************************
 KB0569  DESIGNATION -  L 259
 KB0569  PID         -  KB0569
 KB0569  STATE/COUNTY-  IL/MACON
 KB0569  USGS QUAD   -  DECATUR (1975)
 KB0569
 KB0569                         *CURRENT SURVEY CONTROL
 KB0569  ___________________________________________________________________
 KB0569* NAD 83(1997)-  39 50 43.31690(N)    088 56 46.40655(W)     ADJUSTED  
 KB0569* NAVD 88     -       204.209  (meters)     669.98   (feet)  ADJUSTED  
 KB0569  ___________________________________________________________________
 KB0569  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KB0569  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KB0569  DYNAMIC HT  -         204.100 (meters)     669.62  (feet)  COMP
 KB0569  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 KB0569
 KB0569  HORZ ORDER  -  SECOND
 KB0569  VERT ORDER  -  FIRST     CLASS I
 KB0569
 KB0569.The horizontal coordinates were established by classical geodetic methods
 KB0569.and adjusted by the National Geodetic Survey in October 1999..
 KB0569
 KB0569.The orthometric height was determined by differential leveling
 KB0569.and adjusted by the National Geodetic Survey in June 1991..
 KB0569
 KB0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0569
 KB0569.The geoid height was determined by GEOID03.
 KB0569
 KB0569.The dynamic height is computed by dividing the NAVD 88
 KB0569.geopotential number by the normal gravity value computed on the
 KB0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0569.degrees latitude (g = 980.6199 gals.).
 KB0569
 KB0569.The modeled gravity was interpolated from observed gravity values.
 KB0569
 KB0569;                    North         East     Units Scale Factor Converg.
 KB0569;SPC IL E     -   353,010.977   247,546.163   MT  1.00000886   -0 23 33.7
 KB0569;SPC IL E     - 1,158,170.18    812,157.70   sFT  1.00000886   -0 23 33.7
 KB0569;SPC IL W     -   353,532.088   804,448.294   MT  1.00007544   +0 46 55.3
 KB0569;SPC IL W     - 1,159,879.86  2,639,260.78   sFT  1.00007544   +0 46 55.3
 KB0569;UTM  16      - 4,412,406.892   333,490.970   MT  0.99994134   -1 14 50.2
 KB0569
 KB0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0569!SPC IL E     -   0.99997303  x   1.00000886  =   0.99998189
 KB0569!SPC IL W     -   0.99997303  x   1.00007544  =   1.00004847
 KB0569!UTM  16      -   0.99997303  x   0.99994134  =   0.99991437
 KB0569
 KB0569                          SUPERSEDED SURVEY CONTROL
 KB0569
 KB0569  NAD 83(1986)-  39 50 43.32578(N)    088 56 46.39873(W) AD(       ) 2
 KB0569  NAD 27      -  39 50 43.19624(N)    088 56 46.13210(W) AD(       ) 2
 KB0569  NGVD 29 (??/??/92)  204.288  (m)          670.23   (f) ADJ UNCH    1 1
 KB0569
 KB0569.Superseded values are not recommended for survey control.
 KB0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0569.See file dsdata.txt to determine how the superseded data were derived.
 KB0569
 KB0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3349112407(NAD 83)
 KB0569_MARKER: DB = BENCH MARK DISK
 KB0569_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KB0569_SP_SET: 37 1/2 FEET
 KB0569_STAMPING: L 259 1961
 KB0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0569
 KB0569  HISTORY     - Date     Condition        Report By
 KB0569  HISTORY     - 1961     MONUMENTED       CGS
 KB0569  HISTORY     - 1969     GOOD             NGS
 KB0569  HISTORY     - 1971     GOOD             NGS
 KB0569  HISTORY     - 1976     GOOD             NGS
 KB0569
 KB0569                          STATION DESCRIPTION
 KB0569
 KB0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0569'0.2 MI S FROM DECATUR.
 KB0569'ABOUT 0.2 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0569'NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 0.2 MILE SOUTH
 KB0569'OF THE CROSSING OF THE RAILROAD AND THE NORFOLK AND WESTERN
 KB0569'RAILWAY, 218 FEET SOUTH OF THE SOUTH CURB OF ELDORADO STREET
 KB0569'WHICH IS U.S. HIGHWAY 36, 11 FEET EAST OF THE EAST RAIL OF THE
 KB0569'MOST EASTERLY SET OF TRACKS, 23 1/2 FEET EAST OF THE EAST RAIL
 KB0569'OF THE MAIN TRACK, 20 1/2 FEET NORTH OF MILEPOST 752, 183 FEET
 KB0569'NORTH OF THE CENTER LINE OF E. NORTH STREET, 2 1/2 FEET WEST OF
 KB0569'A FENCE, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 2.6 FEET NORTHWEST
 KB0569'OF A METAL WITNESS POST, AND ON THE TOP OF A COPPER COATED ROD
 KB0569'THAT IS DRIVEN TO A DEPTH OF 37 1/2 FEET AND IS ENCASED IN A
 KB0569'6-INCH TILE WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 KB0569'GROUND.  SEC 14, T 16 N, R 2 E.
 KB0569
 KB0569                          STATION RECOVERY (1971)
 KB0569
 KB0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KB0569'RECOVERED IN GOOD CONDITION.
 KB0569
 KB0569                          STATION RECOVERY (1976)
 KB0569
 KB0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1480 ***********************************************************************
 ME1480  DESIGNATION -  L 26
 ME1480  PID         -  ME1480
 ME1480  STATE/COUNTY-  IL/WILL
 ME1480  USGS QUAD   -  MANHATTAN (1990)
 ME1480
 ME1480                         *CURRENT SURVEY CONTROL
 ME1480  ___________________________________________________________________
 ME1480* NAD 83(1986)-  41 23 38.     (N)    087 52 58.     (W)     SCALED    
 ME1480* NAVD 88     -       210.888  (meters)     691.89   (feet)  ADJUSTED  
 ME1480  ___________________________________________________________________
 ME1480  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 ME1480  DYNAMIC HT  -         210.804 (meters)     691.61  (feet)  COMP
 ME1480  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 ME1480
 ME1480  VERT ORDER  -  SECOND    CLASS 0
 ME1480
 ME1480.The horizontal coordinates were scaled from a topographic map and have
 ME1480.an estimated accuracy of +/- 6 seconds.
 ME1480
 ME1480.The orthometric height was determined by differential leveling
 ME1480.and adjusted by the National Geodetic Survey in June 1991..
 ME1480
 ME1480.The geoid height was determined by GEOID03.
 ME1480
 ME1480.The dynamic height is computed by dividing the NAVD 88
 ME1480.geopotential number by the normal gravity value computed on the
 ME1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1480.degrees latitude (g = 980.6199 gals.).
 ME1480
 ME1480.The modeled gravity was interpolated from observed gravity values.
 ME1480
 ME1480;                    North         East    Units  Estimated Accuracy
 ME1480;SPC IL E     -   524,880.      337,680.      MT  (+/- 180 meters Scaled)
 ME1480
 ME1480                          SUPERSEDED SURVEY CONTROL
 ME1480
 ME1480  NGVD 29 (??/??/92)  210.976  (m)          692.18   (f) ADJ UNCH    2 0
 ME1480
 ME1480.Superseded values are not recommended for survey control.
 ME1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1480.See file dsdata.txt to determine how the superseded data were derived.
 ME1480
 ME1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL262828(NAD 83)
 ME1480_MARKER: DB = BENCH MARK DISK
 ME1480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1480_SP_SET: BRIDGE
 ME1480_STAMPING: L 26 1934
 ME1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1480
 ME1480  HISTORY     - Date     Condition        Report By
 ME1480  HISTORY     - 1934     MONUMENTED       CGS
 ME1480  HISTORY     - 1954     GOOD             NGS
 ME1480  HISTORY     - 20000412 MARK NOT FOUND   PATRIC
 ME1480
 ME1480                          STATION DESCRIPTION
 ME1480
 ME1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1480'1.6 MI N FROM ANDRES.
 ME1480'ABOUT 1.55 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE CROSSING
 ME1480'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 ME1480'ANDRES, ABOUT 0.2 MILE SOUTH OF A CROSSROAD, IN THE TOP OF THE
 ME1480'SOUTHWEST END OF NORTHEAST WING WALL OF A 75-FOOT CONCRETE BRIDGE
 ME1480'OVER A CREEK, 14 FEET EAST OF CENTER LINE OF HIGHWAY, 1 FOOT
 ME1480'EAST OF CONCRETE BANISTER AND ABOUT LEVEL WITH HIGHWAY.
 ME1480
 ME1480                          STATION RECOVERY (2000)
 ME1480
 ME1480'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 ME1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0555 ***********************************************************************
 KB0555  DESIGNATION -  L 260
 KB0555  PID         -  KB0555
 KB0555  STATE/COUNTY-  IL/MACON
 KB0555  USGS QUAD   -  FORSYTH (1975)
 KB0555
 KB0555                         *CURRENT SURVEY CONTROL
 KB0555  ___________________________________________________________________
 KB0555* NAD 83(1986)-  39 52 41.     (N)    088 56 31.     (W)     SCALED    
 KB0555* NAVD 88     -       207.937  (meters)     682.21   (feet)  ADJUSTED  
 KB0555  ___________________________________________________________________
 KB0555  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KB0555  DYNAMIC HT  -         207.827 (meters)     681.85  (feet)  COMP
 KB0555  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KB0555
 KB0555  VERT ORDER  -  FIRST     CLASS I
 KB0555
 KB0555.The horizontal coordinates were scaled from a topographic map and have
 KB0555.an estimated accuracy of +/- 6 seconds.
 KB0555
 KB0555.The orthometric height was determined by differential leveling
 KB0555.and adjusted by the National Geodetic Survey in June 1991..
 KB0555.WARNING-Repeat measurements at this control monument indicate possible
 KB0555.vertical movement.
 KB0555
 KB0555.The geoid height was determined by GEOID03.
 KB0555
 KB0555.The dynamic height is computed by dividing the NAVD 88
 KB0555.geopotential number by the normal gravity value computed on the
 KB0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0555.degrees latitude (g = 980.6199 gals.).
 KB0555
 KB0555.The modeled gravity was interpolated from observed gravity values.
 KB0555
 KB0555;                    North         East    Units  Estimated Accuracy
 KB0555;SPC IL E     -   356,640.      247,940.      MT  (+/- 180 meters Scaled)
 KB0555
 KB0555                          SUPERSEDED SURVEY CONTROL
 KB0555
 KB0555  NGVD 29 (??/??/92)  208.020  (m)          682.48   (f) ADJ UNCH    1 1
 KB0555
 KB0555.Superseded values are not recommended for survey control.
 KB0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0555.See file dsdata.txt to determine how the superseded data were derived.
 KB0555
 KB0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK339160(NAD 83)
 KB0555_MARKER: DB = BENCH MARK DISK
 KB0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0555_STAMPING: L 260 1961
 KB0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0555+STABILITY: SURFACE MOTION
 KB0555
 KB0555  HISTORY     - Date     Condition        Report By
 KB0555  HISTORY     - 1961     MONUMENTED       CGS
 KB0555  HISTORY     - 1969     GOOD             NGS
 KB0555  HISTORY     - 1976     GOOD             NGS
 KB0555
 KB0555                          STATION DESCRIPTION
 KB0555
 KB0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0555'2.4 MI N FROM DECATUR.
 KB0555'ABOUT 2.1 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0555'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, THENCE 0.25
 KB0555'MILE EAST ALONG PERSHING ROAD WHICH IS STATE HIGHWAY 48 AND 121,
 KB0555'THENCE 0.05 MILE NORTH CROSS-COUNTRY TO THE WSOY TELEVISION TOWER
 KB0555'WHICH IS 450 FEET TALL, SET VERTICALLY IN THE SOUTHWEST CONCRETE
 KB0555'FACE OF THE CONCRETE FOUNDATION FOR THE SOUTHWEST LEG OF THE
 KB0555'TOWER, 98.6 FEET NORTH OF THE NORTHWEST CORNER OF THE WSOY
 KB0555'TELEVISION STATION BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 KB0555'OF THE GROUND.  SEC 35, T 17 N, R 2 E.
 KB0555
 KB0555                          STATION RECOVERY (1976)
 KB0555
 KB0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0751 ***********************************************************************
 KB0751  DESIGNATION -  L 261
 KB0751  PID         -  KB0751
 KB0751  STATE/COUNTY-  IL/CHRISTIAN
 KB0751  USGS QUAD   -  PANA (1982)
 KB0751
 KB0751                         *CURRENT SURVEY CONTROL
 KB0751  ___________________________________________________________________
 KB0751* NAD 83(1986)-  39 24 29.     (N)    089 04 41.     (W)     SCALED    
 KB0751* NAVD 88     -       205.735  (meters)     674.98   (feet)  ADJUSTED  
 KB0751  ___________________________________________________________________
 KB0751  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0751  DYNAMIC HT  -         205.613 (meters)     674.58  (feet)  COMP
 KB0751  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 KB0751
 KB0751  VERT ORDER  -  FIRST     CLASS I
 KB0751
 KB0751.The horizontal coordinates were scaled from a topographic map and have
 KB0751.an estimated accuracy of +/- 6 seconds.
 KB0751
 KB0751.The orthometric height was determined by differential leveling
 KB0751.and adjusted by the National Geodetic Survey in June 1991..
 KB0751
 KB0751.The geoid height was determined by GEOID03.
 KB0751
 KB0751.The dynamic height is computed by dividing the NAVD 88
 KB0751.geopotential number by the normal gravity value computed on the
 KB0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0751.degrees latitude (g = 980.6199 gals.).
 KB0751
 KB0751.The modeled gravity was interpolated from observed gravity values.
 KB0751
 KB0751;                    North         East    Units  Estimated Accuracy
 KB0751;SPC IL W     -   304,830.      793,750.      MT  (+/- 180 meters Scaled)
 KB0751
 KB0751                          SUPERSEDED SURVEY CONTROL
 KB0751
 KB0751  NGVD 29 (??/??/92)  205.818  (m)          675.25   (f) ADJ UNCH    1 1
 KB0751
 KB0751.Superseded values are not recommended for survey control.
 KB0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0751.See file dsdata.txt to determine how the superseded data were derived.
 KB0751
 KB0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ210641(NAD 83)
 KB0751_MARKER: DB = BENCH MARK DISK
 KB0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0751_STAMPING: L 261 1961
 KB0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0751+STABILITY: SURFACE MOTION
 KB0751
 KB0751  HISTORY     - Date     Condition        Report By
 KB0751  HISTORY     - 1961     MONUMENTED       CGS
 KB0751  HISTORY     - 1969     GOOD             NGS
 KB0751  HISTORY     - 1976     GOOD             NGS
 KB0751
 KB0751                          STATION DESCRIPTION
 KB0751
 KB0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0751'1.2 MI N FROM PANA.
 KB0751'ABOUT 1.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD
 KB0751'FROM THE RAILROAD SWITCH CONTROL TOWER AT PANA, 110 YARDS
 KB0751'SOUTHWEST OF MILEPOST 721, 90 YARDS WEST OF THE WEST RAIL OF THE
 KB0751'MAIN TRACK, 103 1/2 FEET EAST OF THE EAST FACE OF A BRICK OFFICE
 KB0751'BUILDING WHICH IS OCCUPIED BY THE CENTRAL ILLINOIS POWER COMPANY,
 KB0751'SET IN THE TOP OF THE SOUTHEAST CORNER OF A 6- X 6-FOOT CONCRETE
 KB0751'FOUNDATION WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 KB0751'GROUND, AND 67 1/2 FEET SOUTHWEST OF THE NORTH END OF THE WEST
 KB0751'RAIL OF A SIDETRACK WHICH LEADS TO THE CENTRAL ILLINOIS POWER
 KB0751'COMPANY SUB-STATION.  SEC 10, T11N, R1E.  NOTE-- THE CONCRETE
 KB0751'FOUNDATION IN WHICH THE MARK IS SET WAS FORMERLY A FOUNDATION
 KB0751'FOR A LEG OF A STEEL TOWER.
 KB0751
 KB0751                          STATION RECOVERY (1976)
 KB0751
 KB0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0561 ***********************************************************************
 KB0561  DESIGNATION -  L 262
 KB0561  PID         -  KB0561
 KB0561  STATE/COUNTY-  IL/MACON
 KB0561  USGS QUAD   -  DECATUR (1975)
 KB0561
 KB0561                         *CURRENT SURVEY CONTROL
 KB0561  ___________________________________________________________________
 KB0561* NAD 83(1986)-  39 50 38.     (N)    088 55 28.     (W)     SCALED    
 KB0561* NAVD 88     -       207.184  (meters)     679.74   (feet)  ADJUSTED  
 KB0561  ___________________________________________________________________
 KB0561  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KB0561  DYNAMIC HT  -         207.072 (meters)     679.37  (feet)  COMP
 KB0561  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 KB0561
 KB0561  VERT ORDER  -  FIRST     CLASS II
 KB0561
 KB0561.The horizontal coordinates were scaled from a topographic map and have
 KB0561.an estimated accuracy of +/- 6 seconds.
 KB0561
 KB0561.The orthometric height was determined by differential leveling
 KB0561.and adjusted by the National Geodetic Survey in June 1991..
 KB0561
 KB0561.The geoid height was determined by GEOID03.
 KB0561
 KB0561.The dynamic height is computed by dividing the NAVD 88
 KB0561.geopotential number by the normal gravity value computed on the
 KB0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0561.degrees latitude (g = 980.6199 gals.).
 KB0561
 KB0561.The modeled gravity was interpolated from observed gravity values.
 KB0561
 KB0561;                    North         East    Units  Estimated Accuracy
 KB0561;SPC IL E     -   352,830.      249,410.      MT  (+/- 180 meters Scaled)
 KB0561
 KB0561                          SUPERSEDED SURVEY CONTROL
 KB0561
 KB0561  NGVD 29 (??/??/92)  207.262  (m)          679.99   (f) ADJ UNCH    1 2
 KB0561
 KB0561.Superseded values are not recommended for survey control.
 KB0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0561.See file dsdata.txt to determine how the superseded data were derived.
 KB0561
 KB0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK353122(NAD 83)
 KB0561_MARKER: DB = BENCH MARK DISK
 KB0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0561_STAMPING: L 262 1961
 KB0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0561+STABILITY: SURFACE MOTION
 KB0561
 KB0561  HISTORY     - Date     Condition        Report By
 KB0561  HISTORY     - 1961     MONUMENTED       CGS
 KB0561  HISTORY     - 1961     GOOD             NGS
 KB0561  HISTORY     - 1976     GOOD             NGS
 KB0561  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KB0561
 KB0561                          STATION DESCRIPTION
 KB0561
 KB0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0561'1.3 MI E FROM DECATUR.
 KB0561'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0561'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, THENCE 1.2
 KB0561'MILES EAST ALONG U.S. HIGHWAY 36, 140 YARDS SOUTHEAST OF THE
 KB0561'INTERSECTION OF THE HIGHWAY AND STATE HIGHWAY 47 WHICH LEADS
 KB0561'NORTH, 218 FEET NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION OF
 KB0561'THE HIGHWAY AND THE NORTH TRAFFIC LANE OF E. PRAIRIE STREET, 12
 KB0561'FEET NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 49 1/2 FEET
 KB0561'SOUTHWEST OF THE SOUTHWEST RAIL OF THE BALTIMORE AND OHIO
 KB0561'RAILROAD WHICH PARALLELS THE HIGHWAY, 2 1/2 FEET SOUTHEAST OF A
 KB0561'TELEPHONE POLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND
 KB0561'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 KB0561'SURFACE OF THE GROUND.  SEC 13, T 16 N, R 2 E.
 KB0561
 KB0561                          STATION RECOVERY (1976)
 KB0561
 KB0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0561'RECOVERED IN GOOD CONDITION.
 KB0561
 KB0561                          STATION RECOVERY (1987)
 KB0561
 KB0561'RECOVERY NOTE BY US POWER SQUADRON 1987 (PFS)
 KB0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0670 ***********************************************************************
 KB0670  DESIGNATION -  L 263
 KB0670  PID         -  KB0670
 KB0670  STATE/COUNTY-  IL/SHELBY
 KB0670  USGS QUAD   -  MACON WEST (1982)
 KB0670
 KB0670                         *CURRENT SURVEY CONTROL
 KB0670  ___________________________________________________________________
 KB0670* NAD 83(1986)-  39 38 38.     (N)    089 00 58.     (W)     SCALED    
 KB0670* NAVD 88     -       187.496  (meters)     615.14   (feet)  ADJUSTED  
 KB0670  ___________________________________________________________________
 KB0670  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KB0670  DYNAMIC HT  -         187.390 (meters)     614.80  (feet)  COMP
 KB0670  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 KB0670
 KB0670  VERT ORDER  -  FIRST     CLASS I
 KB0670
 KB0670.The horizontal coordinates were scaled from a topographic map and have
 KB0670.an estimated accuracy of +/- 6 seconds.
 KB0670
 KB0670.The orthometric height was determined by differential leveling
 KB0670.and adjusted by the National Geodetic Survey in June 1991..
 KB0670
 KB0670.The geoid height was determined by GEOID03.
 KB0670
 KB0670.The dynamic height is computed by dividing the NAVD 88
 KB0670.geopotential number by the normal gravity value computed on the
 KB0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0670.degrees latitude (g = 980.6199 gals.).
 KB0670
 KB0670.The modeled gravity was interpolated from observed gravity values.
 KB0670
 KB0670;                    North         East    Units  Estimated Accuracy
 KB0670;SPC IL E     -   330,690.      241,390.      MT  (+/- 180 meters Scaled)
 KB0670
 KB0670                          SUPERSEDED SURVEY CONTROL
 KB0670
 KB0670  NGVD 29 (??/??/92)  187.580  (m)          615.42   (f) ADJ UNCH    1 1
 KB0670
 KB0670.Superseded values are not recommended for survey control.
 KB0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0670.See file dsdata.txt to determine how the superseded data were derived.
 KB0670
 KB0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ270901(NAD 83)
 KB0670_MARKER: DB = BENCH MARK DISK
 KB0670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0670_SP_SET: BRIDGE
 KB0670_STAMPING: L 263 1961
 KB0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0670+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 KB0670
 KB0670  HISTORY     - Date     Condition        Report By
 KB0670  HISTORY     - 1961     MONUMENTED       CGS
 KB0670  HISTORY     - 1969     GOOD             NGS
 KB0670  HISTORY     - 1976     GOOD             NGS
 KB0670  HISTORY     - 20041118 GOOD             ILDT
 KB0670
 KB0670                          STATION DESCRIPTION
 KB0670
 KB0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0670'1.3 MI N FROM MOWEAQUA.
 KB0670'ABOUT 1.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0670'THE POST OFFICE AT MOWEAQUA, 0.45 MILE SOUTH OF MILEPOST 738,
 KB0670'110 FEET EAST OF THE EAST RAIL, 17 1/2 FEET WEST OF THE CENTER
 KB0670'LINE OF U.S. HIGHWAY 51, SET IN THE TOP OF THE WEST END OF THE
 KB0670'NORTH CONCRETE ABUTMENT OF A CONCRETE HIGHWAY BRIDGE OVER LONG
 KB0670'GROVE CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KB0670'SEC 19, T14N, R2E.
 KB0670
 KB0670                          STATION RECOVERY (1976)
 KB0670
 KB0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0670'RECOVERED IN GOOD CONDITION.
 KB0670
 KB0670                          STATION RECOVERY (2004)
 KB0670
 KB0670'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DRS)
 KB0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1638 ***********************************************************************
 ME1638  DESIGNATION -  L 266
 ME1638  PID         -  ME1638
 ME1638  STATE/COUNTY-  IL/COOK
 ME1638  USGS QUAD   -  CHICAGO LOOP (1997)
 ME1638
 ME1638                         *CURRENT SURVEY CONTROL
 ME1638  ___________________________________________________________________
 ME1638* NAD 83(1986)-  41 54 36.     (N)    087 43 09.     (W)     SCALED    
 ME1638* NAVD 88     -       183.810  (meters)     603.05   (feet)  ADJUSTED  
 ME1638  ___________________________________________________________________
 ME1638  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME1638  DYNAMIC HT  -         183.748 (meters)     602.85  (feet)  COMP
 ME1638  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 ME1638
 ME1638  VERT ORDER  -  FIRST     CLASS I
 ME1638
 ME1638.The horizontal coordinates were scaled from a topographic map and have
 ME1638.an estimated accuracy of +/- 6 seconds.
 ME1638
 ME1638.The orthometric height was determined by differential leveling
 ME1638.and adjusted by the National Geodetic Survey in June 1991..
 ME1638
 ME1638.The geoid height was determined by GEOID03.
 ME1638
 ME1638.The dynamic height is computed by dividing the NAVD 88
 ME1638.geopotential number by the normal gravity value computed on the
 ME1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1638.degrees latitude (g = 980.6199 gals.).
 ME1638
 ME1638.The modeled gravity was interpolated from observed gravity values.
 ME1638
 ME1638;                    North         East    Units  Estimated Accuracy
 ME1638;SPC IL E     -   582,290.      350,960.      MT  (+/- 180 meters Scaled)
 ME1638
 ME1638                          SUPERSEDED SURVEY CONTROL
 ME1638
 ME1638  NGVD 29 (??/??/92)  183.892  (m)          603.32   (f) ADJ UNCH    1 1
 ME1638
 ME1638.Superseded values are not recommended for survey control.
 ME1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1638.See file dsdata.txt to determine how the superseded data were derived.
 ME1638
 ME1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM403400(NAD 83)
 ME1638_MARKER: DB = BENCH MARK DISK
 ME1638_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ME1638_SP_SET: 24 FEET
 ME1638_STAMPING: L 266 1969
 ME1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1638
 ME1638  HISTORY     - Date     Condition        Report By
 ME1638  HISTORY     - 1969     MONUMENTED       CGS
 ME1638  HISTORY     - 1977     GOOD             NGS
 ME1638  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1638  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1638  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1638  HISTORY     - 19891014 MARK NOT FOUND   USPSQD
 ME1638
 ME1638                          STATION DESCRIPTION
 ME1638
 ME1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 ME1638'7.8 MI NW FROM CHICAGO.
 ME1638'ABOUT 2.35 MILES NORTH ALONG MICHIGAN AVENUE FROM THE ILLINOIS
 ME1638'CENTRAL RAILROAD STATION AT CHICAGO, THENCE 0.7 MILE NORTH
 ME1638'ALONG LAKE SHORE DRIVE, THENCE 4.75 MILES WEST ALONG W. NORTH
 ME1638'AVENUE, 13 FEET NORTH OF THE NORTH CURB OF W. NORTH AVENUE,
 ME1638'62 1/2 FEET WEST OF THE WEST CURB OF N. LAWNDALE AVENUE, 21 FEET
 ME1638'SOUTHWEST OF THE SOUTHEAST CORNER OF THE GEIB, INCORPORATED
 ME1638'BUILDING, 3.8 FEET WEST OF THE WEST EDGE OF A SIDEWALK, ABOUT
 ME1638'LEVEL WITH THE SIDEWALK, AND ON THE TOP OF A 5/8-INCH COPPER
 ME1638'COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED
 ME1638'IN A 6-INCH TILE WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 ME1638
 ME1638                          STATION RECOVERY (1977)
 ME1638
 ME1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1638'RECOVERED IN GOOD CONDITION.
 ME1638
 ME1638                          STATION RECOVERY (1987)
 ME1638
 ME1638'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1638'MARK NOT FOUND.
 ME1638
 ME1638                          STATION RECOVERY (1987)
 ME1638
 ME1638'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1638'MARK NOT FOUND.
 ME1638
 ME1638                          STATION RECOVERY (1989)
 ME1638
 ME1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1638'MARK NOT FOUND.
 ME1638
 ME1638                          STATION RECOVERY (1989)
 ME1638
 ME1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 ME1638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0076 ***********************************************************************
 NH0076  DESIGNATION -  L 267
 NH0076  PID         -  NH0076
 NH0076  STATE/COUNTY-  IL/KANE
 NH0076  USGS QUAD   -  PINGREE GROVE (1992)
 NH0076
 NH0076                         *CURRENT SURVEY CONTROL
 NH0076  ___________________________________________________________________
 NH0076* NAD 83(1986)-  42 04 23.     (N)    088 26 30.     (W)     SCALED    
 NH0076* NAVD 88     -       279.777  (meters)     917.90   (feet)  ADJUSTED  
 NH0076  ___________________________________________________________________
 NH0076  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NH0076  DYNAMIC HT  -         279.678 (meters)     917.58  (feet)  COMP
 NH0076  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 NH0076
 NH0076  VERT ORDER  -  FIRST     CLASS I
 NH0076
 NH0076.The horizontal coordinates were scaled from a topographic map and have
 NH0076.an estimated accuracy of +/- 6 seconds.
 NH0076
 NH0076.The orthometric height was determined by differential leveling
 NH0076.and adjusted by the National Geodetic Survey in June 1991..
 NH0076
 NH0076.The geoid height was determined by GEOID03.
 NH0076
 NH0076.The dynamic height is computed by dividing the NAVD 88
 NH0076.geopotential number by the normal gravity value computed on the
 NH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0076.degrees latitude (g = 980.6199 gals.).
 NH0076
 NH0076.The modeled gravity was interpolated from observed gravity values.
 NH0076
 NH0076;                    North         East    Units  Estimated Accuracy
 NH0076;SPC IL E     -   600,220.      291,040.      MT  (+/- 180 meters Scaled)
 NH0076
 NH0076                          SUPERSEDED SURVEY CONTROL
 NH0076
 NH0076  NGVD 29 (??/??/92)  279.839  (m)          918.11   (f) ADJ UNCH    1 1
 NH0076
 NH0076.Superseded values are not recommended for survey control.
 NH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0076.See file dsdata.txt to determine how the superseded data were derived.
 NH0076
 NH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM807588(NAD 83)
 NH0076_MARKER: DB = BENCH MARK DISK
 NH0076_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0076_SP_SET: 33 FEET
 NH0076_STAMPING: L 267 1969
 NH0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0076
 NH0076  HISTORY     - Date     Condition        Report By
 NH0076  HISTORY     - 1969     MONUMENTED       CGS
 NH0076  HISTORY     - 1990     GOOD             USPSQD
 NH0076  HISTORY     - 19980511 GOOD             USPSQD
 NH0076
 NH0076                          STATION DESCRIPTION
 NH0076
 NH0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0076'4.5 MI NW FROM UDINA.
 NH0076'ABOUT 4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 20 FROM THE
 NH0076'NORTHEAST CORNER OF THE UDINA CEMETERY AT UDINA, 75 FEET
 NH0076'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN SECTION 32,
 NH0076'T 42 N, R 7 E, 53 FEET EAST OF THE EAST CORNER OF THE MORE
 NH0076'SOUTHERLY OF 2 HOUSES, 41 FEET SOUTHWEST OF A 2- X 2-FOOT
 NH0076'CONCRETE FENCE POST, 1 FOOT NORTHWEST OF A FENCE, 0.6 FOOT
 NH0076'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 NH0076'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 NH0076'TO A DEPTH OF 33 FEET AND IS ENCASED IN A 6-INCH TILE WHICH IS
 NH0076'LEVEL WITH THE SURFACE OF THE GROUND.
 NH0076
 NH0076                          STATION RECOVERY (1990)
 NH0076
 NH0076'RECOVERY NOTE BY US POWER SQUADRON 1990 (EPC)
 NH0076'RECOVERED IN GOOD CONDITION.
 NH0076
 NH0076                          STATION RECOVERY (1998)
 NH0076
 NH0076'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0692 ***********************************************************************
 NH0692  DESIGNATION -  L 268
 NH0692  PID         -  NH0692
 NH0692  STATE/COUNTY-  IL/CARROLL
 NH0692  USGS QUAD   -  MT CARROLL (1985)
 NH0692
 NH0692                         *CURRENT SURVEY CONTROL
 NH0692  ___________________________________________________________________
 NH0692* NAD 83(1986)-  42 04 49.     (N)    089 53 38.     (W)     SCALED    
 NH0692* NAVD 88     -       270.002  (meters)     885.83   (feet)  ADJUSTED  
 NH0692  ___________________________________________________________________
 NH0692  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NH0692  DYNAMIC HT  -         269.910 (meters)     885.53  (feet)  COMP
 NH0692  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 NH0692
 NH0692  VERT ORDER  -  FIRST     CLASS I
 NH0692
 NH0692.The horizontal coordinates were scaled from a topographic map and have
 NH0692.an estimated accuracy of +/- 6 seconds.
 NH0692
 NH0692.The orthometric height was determined by differential leveling
 NH0692.and adjusted by the National Geodetic Survey in June 1991..
 NH0692
 NH0692.The geoid height was determined by GEOID03.
 NH0692
 NH0692.The dynamic height is computed by dividing the NAVD 88
 NH0692.geopotential number by the normal gravity value computed on the
 NH0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0692.degrees latitude (g = 980.6199 gals.).
 NH0692
 NH0692.The modeled gravity was interpolated from observed gravity values.
 NH0692
 NH0692;                    North         East    Units  Estimated Accuracy
 NH0692;SPC IL W     -   601,040.      722,570.      MT  (+/- 180 meters Scaled)
 NH0692
 NH0692                          SUPERSEDED SURVEY CONTROL
 NH0692
 NH0692  NGVD 29 (??/??/92)  270.034  (m)          885.94   (f) ADJ UNCH    1 1
 NH0692
 NH0692.Superseded values are not recommended for survey control.
 NH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0692.See file dsdata.txt to determine how the superseded data were derived.
 NH0692
 NH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM606627(NAD 83)
 NH0692_MARKER: DB = BENCH MARK DISK
 NH0692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0692_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0692_STAMPING: L 268 1970
 NH0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0692
 NH0692  HISTORY     - Date     Condition        Report By
 NH0692  HISTORY     - 1970     MONUMENTED       NGS
 NH0692  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0692  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 NH0692  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NH0692  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 NH0692
 NH0692                          STATION DESCRIPTION
 NH0692
 NH0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0692'4.7 MI SW FROM LANARK.
 NH0692'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 NH0692'AT LANARK, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 NH0692'3.25 MILES WEST ALONG A GRAVELED ROAD, OR ABOUT 1.4 MILES SOUTH
 NH0692'ALONG STATE HIGHWAY 78 FROM THE COURTHOUSE AT MT. CARROLL, THENCE
 NH0692'1.25 MILES EAST ALONG STATE HIGHWAY 88, THENCE 3.05 MILES EAST
 NH0692'ALONG A PAVED AND GRAVELED ROAD, 46 FEET NORTH OF THE CENTER
 NH0692'LINE OF THE EAST-WEST GRAVELED ROAD, 26 FEET EAST OF THE CENTER
 NH0692'LINE OF A NORTH-SOUTH GRAVELED ROAD, 13.5 FEET NORTH OF A
 NH0692'CORNER FENCE POST, 11 FEET NORTH OF CONCRETE POST NUMBER 103 TR,
 NH0692'1.3 FEET WEST OF A FENCE, 0.9 FOOT NORTHEAST OF A METAL WITNESS
 NH0692'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROADS, AND BRAZED
 NH0692'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.  SECTION
 NH0692'11, T24N, R5E.
 NH0692
 NH0692                          STATION RECOVERY (1987)
 NH0692
 NH0692'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0692'MARK NOT FOUND.
 NH0692
 NH0692                          STATION RECOVERY (1995)
 NH0692
 NH0692'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0692'MARK NOT FOUND.
 NH0692
 NH0692                          STATION RECOVERY (2001)
 NH0692
 NH0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0692'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0692
 NH0692                          STATION RECOVERY (2003)
 NH0692
 NH0692'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0847 ***********************************************************************
 LC0847  DESIGNATION -  L 269
 LC0847  PID         -  LC0847
 LC0847  STATE/COUNTY-  IL/WOODFORD
 LC0847  USGS QUAD   -  BENSON (1995)
 LC0847
 LC0847                         *CURRENT SURVEY CONTROL
 LC0847  ___________________________________________________________________
 LC0847* NAD 83(1986)-  40 51 53.     (N)    089 00 10.     (W)     SCALED    
 LC0847* NAVD 88     -       222.061  (meters)     728.55   (feet)  ADJUSTED  
 LC0847  ___________________________________________________________________
 LC0847  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LC0847  DYNAMIC HT  -         221.965 (meters)     728.23  (feet)  COMP
 LC0847  MODELED GRAV-     980,183.0   (mgal)                       NAVD 88
 LC0847
 LC0847  VERT ORDER  -  FIRST     CLASS I
 LC0847
 LC0847.The horizontal coordinates were scaled from a topographic map and have
 LC0847.an estimated accuracy of +/- 6 seconds.
 LC0847
 LC0847.The orthometric height was determined by differential leveling
 LC0847.and adjusted by the National Geodetic Survey in June 1991..
 LC0847
 LC0847.The geoid height was determined by GEOID03.
 LC0847
 LC0847.The dynamic height is computed by dividing the NAVD 88
 LC0847.geopotential number by the normal gravity value computed on the
 LC0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0847.degrees latitude (g = 980.6199 gals.).
 LC0847
 LC0847.The modeled gravity was interpolated from observed gravity values.
 LC0847
 LC0847;                    North         East    Units  Estimated Accuracy
 LC0847;SPC IL W     -   466,660.      798,120.      MT  (+/- 180 meters Scaled)
 LC0847
 LC0847                          SUPERSEDED SURVEY CONTROL
 LC0847
 LC0847  NGVD 29 (??/??/92)  222.114  (m)          728.72   (f) ADJ UNCH    1 1
 LC0847
 LC0847.Superseded values are not recommended for survey control.
 LC0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0847.See file dsdata.txt to determine how the superseded data were derived.
 LC0847
 LC0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL312256(NAD 83)
 LC0847_MARKER: DB = BENCH MARK DISK
 LC0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0847_STAMPING: L 269 1969
 LC0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0847+STABILITY: SURFACE MOTION
 LC0847
 LC0847  HISTORY     - Date     Condition        Report By
 LC0847  HISTORY     - 1969     MONUMENTED       CGS
 LC0847  HISTORY     - 19981014 GOOD             USPSQD
 LC0847
 LC0847                          STATION DESCRIPTION
 LC0847
 LC0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0847'4 MI SE FROM MINONK.
 LC0847'ABOUT 2.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0847'THE STATION AT MINONK, THENCE 1.1 MILES EAST ALONG STATE HIGHWAY 116,
 LC0847'THENCE 0.25 MILE SOUTH ALONG A PAVED ROAD, THENCE 0.3 MILE EAST
 LC0847'ALONG A PRIVATE ROAD TO THE A.P. JANNSEN AIRPORT, 125 FEET SOUTH
 LC0847'OF THE CENTER LINE OF AN EAST-WEST GRASS RUNWAY, 70 FEET NORTH
 LC0847'OF A FENCE, 65 FEET NORTHWEST OF THE MOST WESTERLY OF 3 ELM TREES,
 LC0847'1.0 FOOT EAST OF THE NORTHEAST CORNER OF A METAL HANGAR, AND SET
 LC0847'IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF
 LC0847'THE GROUND.
 LC0847
 LC0847                          STATION RECOVERY (1998)
 LC0847
 LC0847'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0811 ***********************************************************************
 HB0811  DESIGNATION -  L 270
 HB0811  PID         -  HB0811
 HB0811  STATE/COUNTY-  IL/PULASKI
 HB0811  USGS QUAD   -  DONGOLA (1996)
 HB0811
 HB0811                         *CURRENT SURVEY CONTROL
 HB0811  ___________________________________________________________________
 HB0811* NAD 83(1986)-  37 19 07.     (N)    089 09 49.     (W)     SCALED    
 HB0811* NAVD 88     -       106.717  (meters)     350.12   (feet)  ADJUSTED  
 HB0811  ___________________________________________________________________
 HB0811  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HB0811  DYNAMIC HT  -         106.641 (meters)     349.87  (feet)  COMP
 HB0811  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 HB0811
 HB0811  VERT ORDER  -  FIRST     CLASS I
 HB0811
 HB0811.The horizontal coordinates were scaled from a topographic map and have
 HB0811.an estimated accuracy of +/- 6 seconds.
 HB0811
 HB0811.The orthometric height was determined by differential leveling
 HB0811.and adjusted by the National Geodetic Survey in June 1991..
 HB0811
 HB0811.The geoid height was determined by GEOID03.
 HB0811
 HB0811.The dynamic height is computed by dividing the NAVD 88
 HB0811.geopotential number by the normal gravity value computed on the
 HB0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0811.degrees latitude (g = 980.6199 gals.).
 HB0811
 HB0811.The modeled gravity was interpolated from observed gravity values.
 HB0811
 HB0811;                    North         East    Units  Estimated Accuracy
 HB0811;SPC IL W     -    72,820.      788,910.      MT  (+/- 180 meters Scaled)
 HB0811
 HB0811                          SUPERSEDED SURVEY CONTROL
 HB0811
 HB0811  NGVD 29 (??/??/??)  106.681  (m)          350.00   (f) ADJUSTED    1 1
 HB0811
 HB0811.Superseded values are not recommended for survey control.
 HB0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0811.See file dsdata.txt to determine how the superseded data were derived.
 HB0811
 HB0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG082324(NAD 83)
 HB0811_MARKER: DB = BENCH MARK DISK
 HB0811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0811_SP_SET: 57 FEET
 HB0811_STAMPING: L 270 1969
 HB0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0811
 HB0811  HISTORY     - Date     Condition        Report By
 HB0811  HISTORY     - 1969     MONUMENTED       CGS
 HB0811  HISTORY     - 20020827 MARK NOT FOUND   USACE
 HB0811
 HB0811                          STATION DESCRIPTION
 HB0811
 HB0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0811'3.3 MI N FROM ULLIN.
 HB0811'ABOUT 3.3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0811'THE POST OFFICE AT ULLIN, OR ABOUT 3.35 MILES SOUTH ALONG
 HB0811'THE ILLINOIS CENTRAL RAILROAD FROM THE STATION AT DONGOLA, IN
 HB0811'SECTION 12, T 14 S, R 1 W, 0.35 MILE SOUTH OF MILEPOST 341,
 HB0811'0.4 MILE SOUTH OF A CROSSING OF THE RAILROAD AND A PAVED ROAD
 HB0811'AT THE COMMUNITY OF WETAUG, 119 FEET EAST OF THE EAST RAIL
 HB0811'OF THE EAST TRACK, 71 1/2 FEET WEST OF THE CENTER LINE OF
 HB0811'U.S. HIGHWAY 51, 68 FEET EAST OF A TELEPHONE POLE, 5 1/2 FEET
 HB0811'SOUTHWEST OF A 36-INCH OAK TREE, 0.8 FOOT NORTHWEST OF A METAL
 HB0811'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 HB0811'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 HB0811'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 57
 HB0811'FEET AND IS ENCASED IN A 5-INCH IRON PIPE WHICH PROJECTS 4
 HB0811'INCHES ABOVE THE SURFACE OF THE GROUND.
 HB0811
 HB0811                          STATION RECOVERY (2002)
 HB0811
 HB0811'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0654 ***********************************************************************
 NH0654  DESIGNATION -  L 271
 NH0654  PID         -  NH0654
 NH0654  STATE/COUNTY-  IL/OGLE
 NH0654  USGS QUAD   -  FORRESTON NORTH (1983)
 NH0654
 NH0654                         *CURRENT SURVEY CONTROL
 NH0654  ___________________________________________________________________
 NH0654* NAD 83(1986)-  42 07 43.     (N)    089 30 02.     (W)     SCALED    
 NH0654* NAVD 88     -       233.579  (meters)     766.33   (feet)  ADJUSTED  
 NH0654  ___________________________________________________________________
 NH0654  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NH0654  DYNAMIC HT  -         233.501 (meters)     766.08  (feet)  COMP
 NH0654  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 NH0654
 NH0654  VERT ORDER  -  FIRST     CLASS I
 NH0654
 NH0654.The horizontal coordinates were scaled from a topographic map and have
 NH0654.an estimated accuracy of +/- 6 seconds.
 NH0654
 NH0654.The orthometric height was determined by differential leveling
 NH0654.and adjusted by the National Geodetic Survey in June 1991..
 NH0654
 NH0654.The geoid height was determined by GEOID03.
 NH0654
 NH0654.The dynamic height is computed by dividing the NAVD 88
 NH0654.geopotential number by the normal gravity value computed on the
 NH0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0654.degrees latitude (g = 980.6199 gals.).
 NH0654
 NH0654.The modeled gravity was interpolated from observed gravity values.
 NH0654
 NH0654;                    North         East    Units  Estimated Accuracy
 NH0654;SPC IL W     -   606,580.      755,070.      MT  (+/- 180 meters Scaled)
 NH0654
 NH0654                          SUPERSEDED SURVEY CONTROL
 NH0654
 NH0654  NGVD 29 (??/??/92)  233.614  (m)          766.45   (f) ADJ UNCH    1 1
 NH0654
 NH0654.Superseded values are not recommended for survey control.
 NH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0654.See file dsdata.txt to determine how the superseded data were derived.
 NH0654
 NH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM933670(NAD 83)
 NH0654_MARKER: DB = BENCH MARK DISK
 NH0654_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NH0654_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NH0654_STAMPING: L 271 1970
 NH0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0654
 NH0654  HISTORY     - Date     Condition        Report By
 NH0654  HISTORY     - 1970     MONUMENTED       NGS
 NH0654  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0654
 NH0654                          STATION DESCRIPTION
 NH0654
 NH0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0654'4 MI E FROM FORRESTON.
 NH0654'ABOUT 4.0 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST
 NH0654'OFFICE AT FORRESTON, 130 FEET NORTH OF THE CENTER LINE OF THE
 NH0654'HIGHWAY, 29 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD
 NH0654'WHICH LEADS NORTH, 0.8 FOOT EAST OF A FENCE, 2.9 FEET SOUTH
 NH0654'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 NH0654'BRAZED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES.
 NH0654'SECTION 30, T25N, R9E
 NH0654
 NH0654                          STATION RECOVERY (1987)
 NH0654
 NH0654'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0174 ***********************************************************************
 NJ0174  DESIGNATION -  L 272
 NJ0174  PID         -  NJ0174
 NJ0174  STATE/COUNTY-  IL/CARROLL
 NJ0174  USGS QUAD   -  SAVANNA (1990)
 NJ0174
 NJ0174                         *CURRENT SURVEY CONTROL
 NJ0174  ___________________________________________________________________
 NJ0174* NAD 83(1986)-  42 05 22.     (N)    090 07 59.     (W)     SCALED    
 NJ0174* NAVD 88     -       191.447  (meters)     628.11   (feet)  ADJUSTED  
 NJ0174  ___________________________________________________________________
 NJ0174  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NJ0174  DYNAMIC HT  -         191.382 (meters)     627.89  (feet)  COMP
 NJ0174  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 NJ0174
 NJ0174  VERT ORDER  -  FIRST     CLASS I
 NJ0174
 NJ0174.The horizontal coordinates were scaled from a topographic map and have
 NJ0174.an estimated accuracy of +/- 6 seconds.
 NJ0174
 NJ0174.The orthometric height was determined by differential leveling
 NJ0174.and adjusted by the National Geodetic Survey in June 1991..
 NJ0174
 NJ0174.The geoid height was determined by GEOID03.
 NJ0174
 NJ0174.The dynamic height is computed by dividing the NAVD 88
 NJ0174.geopotential number by the normal gravity value computed on the
 NJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0174.degrees latitude (g = 980.6199 gals.).
 NJ0174
 NJ0174.The modeled gravity was interpolated from observed gravity values.
 NJ0174
 NJ0174;                    North         East    Units  Estimated Accuracy
 NJ0174;SPC IL W     -   602,020.      702,780.      MT  (+/- 180 meters Scaled)
 NJ0174
 NJ0174                          SUPERSEDED SURVEY CONTROL
 NJ0174
 NJ0174  NGVD 29 (??/??/92)  191.479  (m)          628.21   (f) ADJ UNCH    1 1
 NJ0174
 NJ0174.Superseded values are not recommended for survey control.
 NJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0174.See file dsdata.txt to determine how the superseded data were derived.
 NJ0174
 NJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG371636(NAD 83)
 NJ0174_MARKER: DB = BENCH MARK DISK
 NJ0174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NJ0174_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NJ0174_STAMPING: L 272 1970
 NJ0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NJ0174
 NJ0174  HISTORY     - Date     Condition        Report By
 NJ0174  HISTORY     - 1970     MONUMENTED       NGS
 NJ0174  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 NJ0174  HISTORY     - 19950524 MARK NOT FOUND   USPSQD
 NJ0174  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NJ0174  HISTORY     - 20030923 MARK NOT FOUND   USPSQD
 NJ0174
 NJ0174                          STATION DESCRIPTION
 NJ0174
 NJ0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0174'1.4 MI E FROM SAVANNA.
 NJ0174'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT
 NJ0174'SAVANNA, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY 25, AT THE NORTH
 NJ0174'CORNER OF A TRIANGLE FORMED BY THE JUNCTION OF THE HIGHWAY AND
 NJ0174'STATE HIGHWAY 84, 115 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NJ0174'U.S. HIGHWAY, 19 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 NJ0174'HIGHWAY 84 ON THE NORTHEAST SIDE OF THE JUNCTION, 30 FEET EAST
 NJ0174'OF THE EAST CORNER OF A TEXACO SERVICE STATION AND BRICK HOUSE,
 NJ0174'2 FEET NORTHEAST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY
 NJ0174'WIRE, ABOUT LEVEL WITH THE STATE HIGHWAY, AND BRAZED ON THE TOP
 NJ0174'OF A 3-INCH IRON PIPE LEVEL WITH THE GROUND.  SECTION 11, T24N,
 NJ0174'R3E
 NJ0174
 NJ0174                          STATION RECOVERY (1977)
 NJ0174
 NJ0174'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NJ0174'MARK NOT FOUND.
 NJ0174
 NJ0174                          STATION RECOVERY (1995)
 NJ0174
 NJ0174'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0174'MARK NOT FOUND.
 NJ0174
 NJ0174                          STATION RECOVERY (2001)
 NJ0174
 NJ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0174'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0174
 NJ0174                          STATION RECOVERY (2003)
 NJ0174
 NJ0174'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0226 ***********************************************************************
 NG0226  DESIGNATION -  L 273
 NG0226  PID         -  NG0226
 NG0226  STATE/COUNTY-  IL/LAKE
 NG0226  USGS QUAD   -  ZION (1993)
 NG0226
 NG0226                         *CURRENT SURVEY CONTROL
 NG0226  ___________________________________________________________________
 NG0226* NAD 83(1986)-  42 26 59.     (N)    087 49 03.     (W)     SCALED    
 NG0226* NAVD 88     -       180.460  (meters)     592.06   (feet)  ADJUSTED  
 NG0226  ___________________________________________________________________
 NG0226  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 NG0226  DYNAMIC HT  -         180.403 (meters)     591.87  (feet)  COMP
 NG0226  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 NG0226
 NG0226  VERT ORDER  -  FIRST     CLASS 0
 NG0226
 NG0226.The horizontal coordinates were scaled from a topographic map and have
 NG0226.an estimated accuracy of +/- 6 seconds.
 NG0226
 NG0226.The orthometric height was determined by differential leveling
 NG0226.and adjusted by the National Geodetic Survey in June 1991..
 NG0226
 NG0226.The geoid height was determined by GEOID03.
 NG0226
 NG0226.The dynamic height is computed by dividing the NAVD 88
 NG0226.geopotential number by the normal gravity value computed on the
 NG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0226.degrees latitude (g = 980.6199 gals.).
 NG0226
 NG0226.The modeled gravity was interpolated from observed gravity values.
 NG0226
 NG0226;                    North         East    Units  Estimated Accuracy
 NG0226;SPC IL E     -   642,180.      342,430.      MT  (+/- 180 meters Scaled)
 NG0226
 NG0226                          SUPERSEDED SURVEY CONTROL
 NG0226
 NG0226  NGVD 29 (??/??/92)  180.56   (m)          592.4    (f) COMPUTED    1 0
 NG0226
 NG0226.Superseded values are not recommended for survey control.
 NG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0226.See file dsdata.txt to determine how the superseded data were derived.
 NG0226
 NG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN327000(NAD 83)
 NG0226_MARKER: DB = BENCH MARK DISK
 NG0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0226_SP_SET: FOUNDATION
 NG0226_STAMPING: L 273 1973
 NG0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0226
 NG0226  HISTORY     - Date     Condition        Report By
 NG0226  HISTORY     - 1973     MONUMENTED       NGS
 NG0226  HISTORY     - 19970502 GOOD             USPSQD
 NG0226
 NG0226                          STATION DESCRIPTION
 NG0226
 NG0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0226'AT ZION.
 NG0226'ABOUT 0.45 MILES NORTH ALONG SHERIDAN ROAD FROM THE MUNICIPAL
 NG0226'BUILDING THENCE 0.35 MILES EAST ALONG SHILOH BOULEVARD AT THE
 NG0226'CROSSING OF SHILOH BOULEVARD AND C AND NW RAILWAY, SET IN THE
 NG0226'TOP WEST SIDE OF THE CONCRETE FOUNDATION OF THE MOST SOUTHWESTERLY
 NG0226'ONE OF FOUR LARGE METAL TOWERS SUPPORTING POWER LINES, 124.8
 NG0226'FEET NORTHEAST OF THE CENTER LINE OF THE CROSSING, 80.0 FEET
 NG0226'EAST OF THE EAST RAIL OF THE EAST MAIN TRACK, 82.5 FEET NORTH
 NG0226'OF THE CENTER LINE OF SHILOH BOULEVARD, 1.1 FEET WEST OF THE
 NG0226'WEST SIDE OF THE TOWER.  A NGS DISK DRILLED IN A FOUNDATION ABOUT
 NG0226'4 FEET BELOW THE LEVEL OF THE RAILROAD.
 NG0226
 NG0226                          STATION RECOVERY (1997)
 NG0226
 NG0226'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0122 ***********************************************************************
 NG0122  DESIGNATION -  L 274
 NG0122  PID         -  NG0122
 NG0122  STATE/COUNTY-  IL/COOK
 NG0122  USGS QUAD   -  EVANSTON (1995)
 NG0122
 NG0122                         *CURRENT SURVEY CONTROL
 NG0122  ___________________________________________________________________
 NG0122* NAD 83(1986)-  42 03 30.     (N)    087 41 00.     (W)     SCALED    
 NG0122* NAVD 88     -       184.103  (meters)     604.01   (feet)  ADJUSTED  
 NG0122  ___________________________________________________________________
 NG0122  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NG0122  DYNAMIC HT  -         184.044 (meters)     603.82  (feet)  COMP
 NG0122  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 NG0122
 NG0122  VERT ORDER  -  FIRST     CLASS 0
 NG0122
 NG0122.The horizontal coordinates were scaled from a topographic map and have
 NG0122.an estimated accuracy of +/- 6 seconds.
 NG0122
 NG0122.The orthometric height was determined by differential leveling
 NG0122.and adjusted by the National Geodetic Survey in June 1991..
 NG0122
 NG0122.The geoid height was determined by GEOID03.
 NG0122
 NG0122.The dynamic height is computed by dividing the NAVD 88
 NG0122.geopotential number by the normal gravity value computed on the
 NG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0122.degrees latitude (g = 980.6199 gals.).
 NG0122
 NG0122.The modeled gravity was interpolated from observed gravity values.
 NG0122
 NG0122;                    North         East    Units  Estimated Accuracy
 NG0122;SPC IL E     -   598,790.      353,800.      MT  (+/- 180 meters Scaled)
 NG0122
 NG0122                          SUPERSEDED SURVEY CONTROL
 NG0122
 NG0122  NGVD 29 (??/??/92)  184.17   (m)          604.2    (f) COMPUTED    1 0
 NG0122
 NG0122.Superseded values are not recommended for survey control.
 NG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0122.See file dsdata.txt to determine how the superseded data were derived.
 NG0122
 NG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM434564(NAD 83)
 NG0122_MARKER: DB = BENCH MARK DISK
 NG0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0122_SP_SET: FOOTING
 NG0122_STAMPING: L 274 1973
 NG0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0122
 NG0122  HISTORY     - Date     Condition        Report By
 NG0122  HISTORY     - 1973     MONUMENTED       NGS
 NG0122  HISTORY     - 19951119 GOOD             USPSQD
 NG0122  HISTORY     - 20011110 GOOD             USPSQD
 NG0122
 NG0122                          STATION DESCRIPTION
 NG0122
 NG0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0122'2.2 MI N FROM EVANSTON.
 NG0122'1.7 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0122'FROM THE MAIN STREET RAILWAY STATION AT EVANSTON, THENCE 0.5
 NG0122'MILES EAST ALONG NOYES STREET, AT THE NOYES STATION OF OVERHEAD
 NG0122'RAPID TRANSIT LINE, 75.5 FEET NORTH OF THE NORTH CURB OF NOYES
 NG0122'STREET, 29.4 FEET SOUTH OF THE NORTH CONCRETE SEAT OF OVERHEAD
 NG0122'RAILROAD, 12.5 FEET WEST OF CENTER LINE OF THE CENTER OF TWO
 NG0122'STAIRWAYS LEADING UP TO NOYES STATION, SET IN TOP OF THE SOUTH
 NG0122'SIDE OF CONCRETE FOOTING OF A STEEL PILLAR AND DIRECTLY BELOW
 NG0122'IN CENTER LINE OF WEST TRACK, 1 INCH ABOVE GROUND LEVEL AND 2
 NG0122'FEET ABOVE STREET LEVEL.  SECTION 7, T 41 N, R 14 E.
 NG0122
 NG0122                          STATION RECOVERY (1995)
 NG0122
 NG0122'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0122'RECOVERED IN GOOD CONDITION.
 NG0122
 NG0122                          STATION RECOVERY (2001)
 NG0122
 NG0122'RECOVERY NOTE BY US POWER SQUADRON 2001 (VMR)
 NG0122'RECOVERY AS DESCRIBED.
 NG0122'GPS LOCATION. L 42 DEGREES 03.5'N LO 087 DEGREES 41.0'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0253 ***********************************************************************
 MF0253  DESIGNATION -  L 28
 MF0253  PID         -  MF0253
 MF0253  STATE/COUNTY-  IL/LIVINGSTON
 MF0253  USGS QUAD   -  CAMPUS (1983)
 MF0253
 MF0253                         *CURRENT SURVEY CONTROL
 MF0253  ___________________________________________________________________
 MF0253* NAD 83(1986)-  41 06 13.     (N)    088 17 03.     (W)     SCALED    
 MF0253* NAVD 88     -       185.826  (meters)     609.66   (feet)  ADJUSTED  
 MF0253  ___________________________________________________________________
 MF0253  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MF0253  DYNAMIC HT  -         185.749 (meters)     609.41  (feet)  COMP
 MF0253  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 MF0253
 MF0253  VERT ORDER  -  SECOND    CLASS 0
 MF0253
 MF0253.The horizontal coordinates were scaled from a topographic map and have
 MF0253.an estimated accuracy of +/- 6 seconds.
 MF0253
 MF0253.The orthometric height was determined by differential leveling
 MF0253.and adjusted by the National Geodetic Survey in June 1991..
 MF0253
 MF0253.The geoid height was determined by GEOID03.
 MF0253
 MF0253.The dynamic height is computed by dividing the NAVD 88
 MF0253.geopotential number by the normal gravity value computed on the
 MF0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0253.degrees latitude (g = 980.6199 gals.).
 MF0253
 MF0253.The modeled gravity was interpolated from observed gravity values.
 MF0253
 MF0253;                    North         East    Units  Estimated Accuracy
 MF0253;SPC IL E     -   492,550.      304,130.      MT  (+/- 180 meters Scaled)
 MF0253
 MF0253                          SUPERSEDED SURVEY CONTROL
 MF0253
 MF0253  NGVD 29 (??/??/92)  185.902  (m)          609.91   (f) ADJ UNCH    2 0
 MF0253
 MF0253.Superseded values are not recommended for survey control.
 MF0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0253.See file dsdata.txt to determine how the superseded data were derived.
 MF0253
 MF0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL921510(NAD 83)
 MF0253_MARKER: DB = BENCH MARK DISK
 MF0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0253_STAMPING: L 28 1934
 MF0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0253+STABILITY: SURFACE MOTION
 MF0253
 MF0253  HISTORY     - Date     Condition        Report By
 MF0253  HISTORY     - 1934     MONUMENTED       CGS
 MF0253  HISTORY     - 1954     GOOD             NGS
 MF0253
 MF0253                          STATION DESCRIPTION
 MF0253
 MF0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0253'1.8 MI W FROM REDDICK.
 MF0253'ABOUT 1.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MF0253'CROSSING OF STATE HIGHWAY 17 AT REDDICK, 57 FEET NORTHEAST
 MF0253'OF THE CENTER OF THE CROSSING OF THE TRACK AND A GRAVEL ROAD,
 MF0253'44 FEET NORTH OF THE NORTH RAIL, 33 FEET EAST OF THE CENTER
 MF0253'LINE OF THE ROAD, 31 FEET WEST-NORTHWEST OF A PHONE POLE, 301
 MF0253'FEET WEST-NORTHWEST OF STATION STAKE 6470, 2 1/2 FEET SOUTH OF
 MF0253'THE FENCE LINE, 4 FEET BELOW THE LEVEL OF THE TRACK AND
 MF0253'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1212 ***********************************************************************
 JC1212  DESIGNATION -  L 282
 JC1212  PID         -  JC1212
 JC1212  STATE/COUNTY-  IL/MADISON
 JC1212  USGS QUAD   -  BETHALTO (1993)
 JC1212
 JC1212                         *CURRENT SURVEY CONTROL
 JC1212  ___________________________________________________________________
 JC1212* NAD 83(1986)-  38 54 30.     (N)    090 05 32.     (W)     SCALED    
 JC1212* NAVD 88     -       145.339  (meters)     476.83   (feet)  ADJUSTED  
 JC1212  ___________________________________________________________________
 JC1212  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JC1212  DYNAMIC HT  -         145.250 (meters)     476.54  (feet)  COMP
 JC1212  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 JC1212
 JC1212  VERT ORDER  -  FIRST     CLASS II
 JC1212
 JC1212.The horizontal coordinates were scaled from a topographic map and have
 JC1212.an estimated accuracy of +/- 6 seconds.
 JC1212
 JC1212.The orthometric height was determined by differential leveling
 JC1212.and adjusted by the National Geodetic Survey in June 1991..
 JC1212
 JC1212.The geoid height was determined by GEOID03.
 JC1212
 JC1212.The dynamic height is computed by dividing the NAVD 88
 JC1212.geopotential number by the normal gravity value computed on the
 JC1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1212.degrees latitude (g = 980.6199 gals.).
 JC1212
 JC1212.The modeled gravity was interpolated from observed gravity values.
 JC1212
 JC1212;                    North         East    Units  Estimated Accuracy
 JC1212;SPC IL W     -   248,800.      706,460.      MT  (+/- 180 meters Scaled)
 JC1212
 JC1212                          SUPERSEDED SURVEY CONTROL
 JC1212
 JC1212  NGVD 29 (??/??/??)  145.305  (m)          476.72   (f) ADJUSTED    1 2
 JC1212
 JC1212.Superseded values are not recommended for survey control.
 JC1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1212.See file dsdata.txt to determine how the superseded data were derived.
 JC1212
 JC1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD521106(NAD 83)
 JC1212_MARKER: I = METAL ROD
 JC1212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1212_SP_SET: STAINLESS STEEL ROD
 JC1212_STAMPING: L 282 1981
 JC1212_MARK LOGO: NGS   
 JC1212_PROJECTION: FLUSH
 JC1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1212_ROD/PIPE-DEPTH: 9.75 meters
 JC1212
 JC1212  HISTORY     - Date     Condition        Report By
 JC1212  HISTORY     - 1981     MONUMENTED       NGS
 JC1212
 JC1212                          STATION DESCRIPTION
 JC1212
 JC1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1212'2.9 KM (1.8 MI) NE FROM EAST ALTON.
 JC1212'2.4 KILOMETERS (1.5 MILES) NORTHNORTHEAST ALONG POWDER MILL ROAD FROM
 JC1212'THE NORTHEAST END OF THE BRIDGE OVER WOOD RIVER IN EAST ALTON, THENCE
 JC1212'0.5 KILOMETER (0.3 MILE) EAST ALONG STATE HIGHWAY 140 TO A HIGH
 JC1212'VOLTAGE ELECTRICAL TOWER AND THE MARK ON THE RIGHT, THE MARK IS
 JC1212'CENTERED BETWEEN THE SOUTHEAST AND NORTHEAST LEG OF THE TOWER, 0.08
 JC1212'KILOMETER (0.05 MILE) SOUTH OF THE EAST BOUND LANE OF HIGHWAY 140 AND
 JC1212'IN AN OPEN FARM FIELD, 13.41 METERS (44.0 FEET) SOUTHSOUTHWEST OF A
 JC1212'POWER POLE, 3.04 METERS (10.0 FEET) NORTH OF THE SOUTHEAST LEG OF THE
 JC1212'TOWER, AND 2.74 METERS (9.0 FEET) SOUTH OF THE NORTHEAST LEG OF THE
 JC1212'TOWER.
 JC1212'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 JC1212'THE MARK IS 5.48 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1196 ***********************************************************************
 JC1196  DESIGNATION -  L 283
 JC1196  PID         -  JC1196
 JC1196  STATE/COUNTY-  IL/MADISON
 JC1196  USGS QUAD   -  WOOD RIVER (1994)
 JC1196
 JC1196                         *CURRENT SURVEY CONTROL
 JC1196  ___________________________________________________________________
 JC1196* NAD 83(1986)-  38 48 41.     (N)    090 01 00.     (W)     SCALED    
 JC1196* NAVD 88     -       137.751  (meters)     451.94   (feet)  ADJUSTED  
 JC1196  ___________________________________________________________________
 JC1196  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JC1196  DYNAMIC HT  -         137.666 (meters)     451.66  (feet)  COMP
 JC1196  MODELED GRAV-     980,009.4   (mgal)                       NAVD 88
 JC1196
 JC1196  VERT ORDER  -  FIRST     CLASS II
 JC1196
 JC1196.The horizontal coordinates were scaled from a topographic map and have
 JC1196.an estimated accuracy of +/- 6 seconds.
 JC1196
 JC1196.The orthometric height was determined by differential leveling
 JC1196.and adjusted by the National Geodetic Survey in June 1991..
 JC1196
 JC1196.The geoid height was determined by GEOID03.
 JC1196
 JC1196.The dynamic height is computed by dividing the NAVD 88
 JC1196.geopotential number by the normal gravity value computed on the
 JC1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1196.degrees latitude (g = 980.6199 gals.).
 JC1196
 JC1196.The modeled gravity was interpolated from observed gravity values.
 JC1196
 JC1196;                    North         East    Units  Estimated Accuracy
 JC1196;SPC IL W     -   238,040.      713,030.      MT  (+/- 180 meters Scaled)
 JC1196
 JC1196                          SUPERSEDED SURVEY CONTROL
 JC1196
 JC1196  NGVD 29 (??/??/??)  137.718  (m)          451.83   (f) ADJUSTED    1 2
 JC1196
 JC1196.Superseded values are not recommended for survey control.
 JC1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1196.See file dsdata.txt to determine how the superseded data were derived.
 JC1196
 JC1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD590000(NAD 83)
 JC1196_MARKER: I = METAL ROD
 JC1196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1196_SP_SET: STAINLESS STEEL ROD
 JC1196_STAMPING: L 283 1981
 JC1196_MARK LOGO: NGS   
 JC1196_PROJECTION: FLUSH
 JC1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1196_ROD/PIPE-DEPTH: 9.8  meters
 JC1196
 JC1196  HISTORY     - Date     Condition        Report By
 JC1196  HISTORY     - 1981     MONUMENTED       NGS
 JC1196
 JC1196                          STATION DESCRIPTION
 JC1196
 JC1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1196'10.85 KM (6.75) SE FROM HARTFORD.
 JC1196'3.3 KILOMETERS (2.05 MILES) SOUTH ALONG STATE HIGHWAY 3 FROM THE
 JC1196'JUNCTION OF HAWTHORNE ROAD IN HARTFORD TO THE SOUTH LEVEE OF THE
 JC1196'CAHOKIA DIVERSION CHANNEL, THENCE 7.6 KILOMETERS (4.7 MILES) EAST
 JC1196'ALONG THE LEVEE TO THE END OF THE LEVEE AND THE MARK ON THE RIGHT,
 JC1196'2.44 METERS (8.0 FEET) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD,
 JC1196'20.49 METERS (67.2 FEET) SOUTHWEST OF THE NORTHWEST END OF THE
 JC1196'NORTHWEST RETAINING WALL OF A FLOOD GATE ACROSS THE PENN CENTRAL AND
 JC1196'THE CHICAGO AND EASTERN ILLINOIS RAILROAD TRACKS, 10.43 METERS (34.2
 JC1196'FEET) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS, AND 0.46 METER
 JC1196'(1.5 FEET) SOUTHWEST OF A METAL WITNESS POST.
 JC1196'THE MARK IS 0.36 METERS  NE FROM A WITNESS POST.
 JC1196'THE MARK IS ABOVE LEVEL WITH LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1150 ***********************************************************************
 JC1150  DESIGNATION -  L 284
 JC1150  PID         -  JC1150
 JC1150  STATE/COUNTY-  IL/ST CLAIR
 JC1150  USGS QUAD   -  CAHOKIA (1993)
 JC1150
 JC1150                         *CURRENT SURVEY CONTROL
 JC1150  ___________________________________________________________________
 JC1150* NAD 83(1986)-  38 36 37.     (N)    090 10 40.     (W)     SCALED    
 JC1150* NAVD 88     -       132.289  (meters)     434.02   (feet)  ADJUSTED  
 JC1150  ___________________________________________________________________
 JC1150  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 JC1150  DYNAMIC HT  -         132.205 (meters)     433.74  (feet)  COMP
 JC1150  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 JC1150
 JC1150  VERT ORDER  -  FIRST     CLASS II
 JC1150
 JC1150.The horizontal coordinates were scaled from a topographic map and have
 JC1150.an estimated accuracy of +/- 6 seconds.
 JC1150
 JC1150.The orthometric height was determined by differential leveling
 JC1150.and adjusted by the National Geodetic Survey in June 1991..
 JC1150
 JC1150.The geoid height was determined by GEOID03.
 JC1150
 JC1150.The dynamic height is computed by dividing the NAVD 88
 JC1150.geopotential number by the normal gravity value computed on the
 JC1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1150.degrees latitude (g = 980.6199 gals.).
 JC1150
 JC1150.The modeled gravity was interpolated from observed gravity values.
 JC1150
 JC1150;                    North         East    Units  Estimated Accuracy
 JC1150;SPC IL W     -   215,710.      699,030.      MT  (+/- 180 meters Scaled)
 JC1150
 JC1150                          SUPERSEDED SURVEY CONTROL
 JC1150
 JC1150  NGVD 29 (??/??/??)  132.254  (m)          433.90   (f) ADJUSTED    1 2
 JC1150
 JC1150.Superseded values are not recommended for survey control.
 JC1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1150.See file dsdata.txt to determine how the superseded data were derived.
 JC1150
 JC1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC457773(NAD 83)
 JC1150_MARKER: I = METAL ROD
 JC1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1150_SP_SET: STAINLESS STEEL ROD
 JC1150_STAMPING: L 284 1981
 JC1150_MARK LOGO: NGS   
 JC1150_PROJECTION: FLUSH
 JC1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1150+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2002
 JC1150_ROD/PIPE-DEPTH: 4.9  meters
 JC1150
 JC1150  HISTORY     - Date     Condition        Report By
 JC1150  HISTORY     - 1981     MONUMENTED       NGS
 JC1150  HISTORY     - 20010418 GOOD             JCLS
 JC1150  HISTORY     - 20020121 GOOD             JCLS
 JC1150
 JC1150                          STATION DESCRIPTION
 JC1150
 JC1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1150'0.8 KM (0.5 MI) SW FROM EAST ST LOUIS.
 JC1150'0.8 KILOMETERS (0.5 MILES) SOUTH-SOUTHWEST ALONG THE LEVEE FROM THE
 JC1150'U.S. HIGHWAY 55 AND 70 BRIDGE OVER THE LEVEE IN EAST SAINT LOUIS TO
 JC1150'THE MARK ON THE LEFT, DIRECTLY ACROSS THE LEVEE ROAD FROM THE EAST END
 JC1150'OF A CONCRETE PLATFORM WALKWAY OF A DUMPING STATION, 0.3 KILOMETERS
 JC1150'(0.2 MILES) SOUTHEAST OF A FLOOD GATE, 7.31 METERS (24 FEET) EAST OF
 JC1150'THE CENTER OF THE LEVEE ROAD, 3.65 METERS (12 FEET EAST OF THE EAST
 JC1150'END OF THE SOUTH METAL GUARDRAILING OF THE CONCRETE WALKWAY,
 JC1150'0.30 METERS (1.0 FOOT) SOUTH OF A METAL WITNESS POST.
 JC1150'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 JC1150'THE MARK IS 0.18 M BELOW LEVEE ROAD.
 JC1150
 JC1150                          STATION RECOVERY (2001)
 JC1150
 JC1150'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 JC1150'RECOVERED IN GOOD CONDITION.
 JC1150
 JC1150                          STATION RECOVERY (2002)
 JC1150
 JC1150'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 JC1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1124 ***********************************************************************
 JC1124  DESIGNATION -  L 285
 JC1124  PID         -  JC1124
 JC1124  STATE/COUNTY-  IL/MONROE
 JC1124  USGS QUAD   -  COLUMBIA (1991)
 JC1124
 JC1124                         *CURRENT SURVEY CONTROL
 JC1124  ___________________________________________________________________
 JC1124* NAD 83(1986)-  38 27 01.     (N)    090 14 52.     (W)     SCALED    
 JC1124* NAVD 88     -       129.497  (meters)     424.86   (feet)  ADJUSTED  
 JC1124  ___________________________________________________________________
 JC1124  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JC1124  DYNAMIC HT  -         129.414 (meters)     424.59  (feet)  COMP
 JC1124  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 JC1124
 JC1124  VERT ORDER  -  FIRST     CLASS II
 JC1124
 JC1124.The horizontal coordinates were scaled from a topographic map and have
 JC1124.an estimated accuracy of +/- 6 seconds.
 JC1124
 JC1124.The orthometric height was determined by differential leveling
 JC1124.and adjusted by the National Geodetic Survey in June 1991..
 JC1124
 JC1124.The geoid height was determined by GEOID03.
 JC1124
 JC1124.The dynamic height is computed by dividing the NAVD 88
 JC1124.geopotential number by the normal gravity value computed on the
 JC1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1124.degrees latitude (g = 980.6199 gals.).
 JC1124
 JC1124.The modeled gravity was interpolated from observed gravity values.
 JC1124
 JC1124;                    North         East    Units  Estimated Accuracy
 JC1124;SPC IL W     -   197,950.      692,920.      MT  (+/- 180 meters Scaled)
 JC1124
 JC1124                          SUPERSEDED SURVEY CONTROL
 JC1124
 JC1124  NGVD 29 (??/??/??)  129.454  (m)          424.72   (f) ADJUSTED    1 2
 JC1124
 JC1124.Superseded values are not recommended for survey control.
 JC1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1124.See file dsdata.txt to determine how the superseded data were derived.
 JC1124
 JC1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC401593(NAD 83)
 JC1124_MARKER: I = METAL ROD
 JC1124_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1124_SP_SET: STAINLESS STEEL ROD
 JC1124_STAMPING: L 285 1981
 JC1124_MARK LOGO: NGS   
 JC1124_PROJECTION: FLUSH
 JC1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1124_ROD/PIPE-DEPTH: 8.5  meters
 JC1124
 JC1124  HISTORY     - Date     Condition        Report By
 JC1124  HISTORY     - 1981     MONUMENTED       NGS
 JC1124
 JC1124                          STATION DESCRIPTION
 JC1124
 JC1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1124'6.2 KM (3.85 MI) SW FROM COLUMBIA.
 JC1124'3.8 KILOMETERS (2.35 MILES) SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM
 JC1124'THE JUNCTION OF U.S. HIGHWAY 50 IN NORTHWEST SECTION OF COLUMBIA TO A
 JC1124'BEND IN THE LEVEE, THENCE 2.4 KILOMETERS (1.5 MILES) EAST ALONG THE
 JC1124'TOP OF THE LEVEE TO THE MARK ON THE LEFT, 0.4 KILOMETERS (0.25 MILES)
 JC1124'WEST OF THE JUNCTION OF A RAILROAD CROSING, 2.75 METERS (9.0 FEET)
 JC1124'NORTH OF THE CENTER OF THE LEVEE ROAD, 0.45 METERS (1.5 FEET) WEST OF
 JC1124'A METAL WITNESS POST.
 JC1124'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 JC1124'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1071 ***********************************************************************
 JC1071  DESIGNATION -  L 286
 JC1071  PID         -  JC1071
 JC1071  STATE/COUNTY-  IL/MONROE
 JC1071  USGS QUAD   -  BLOOMSDALE (1993)
 JC1071
 JC1071                         *CURRENT SURVEY CONTROL
 JC1071  ___________________________________________________________________
 JC1071* NAD 83(1986)-  38 06 07.     (N)    090 12 20.     (W)     SCALED    
 JC1071* NAVD 88     -       123.368  (meters)     404.75   (feet)  ADJUSTED  
 JC1071  ___________________________________________________________________
 JC1071  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 JC1071  DYNAMIC HT  -         123.287 (meters)     404.48  (feet)  COMP
 JC1071  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 JC1071
 JC1071  VERT ORDER  -  FIRST     CLASS II
 JC1071
 JC1071.The horizontal coordinates were scaled from a topographic map and have
 JC1071.an estimated accuracy of +/- 6 seconds.
 JC1071
 JC1071.The orthometric height was determined by differential leveling
 JC1071.and adjusted by the National Geodetic Survey in June 1991..
 JC1071
 JC1071.The geoid height was determined by GEOID03.
 JC1071
 JC1071.The dynamic height is computed by dividing the NAVD 88
 JC1071.geopotential number by the normal gravity value computed on the
 JC1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1071.degrees latitude (g = 980.6199 gals.).
 JC1071
 JC1071.The modeled gravity was interpolated from observed gravity values.
 JC1071
 JC1071;                    North         East    Units  Estimated Accuracy
 JC1071;SPC IL W     -   159,290.      696,590.      MT  (+/- 180 meters Scaled)
 JC1071
 JC1071                          SUPERSEDED SURVEY CONTROL
 JC1071
 JC1071  NGVD 29 (??/??/??)  123.314  (m)          404.57   (f) ADJUSTED    1 2
 JC1071
 JC1071.Superseded values are not recommended for survey control.
 JC1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1071.See file dsdata.txt to determine how the superseded data were derived.
 JC1071
 JC1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC450208(NAD 83)
 JC1071_MARKER: I = METAL ROD
 JC1071_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1071_SP_SET: STAINLESS STEEL ROD
 JC1071_STAMPING: L 286 1981
 JC1071_MARK LOGO: NGS   
 JC1071_PROJECTION: FLUSH
 JC1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1071_ROD/PIPE-DEPTH: 9.80 meters
 JC1071
 JC1071  HISTORY     - Date     Condition        Report By
 JC1071  HISTORY     - 1981     MONUMENTED       NGS
 JC1071
 JC1071                          STATION DESCRIPTION
 JC1071
 JC1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1071'13.8 KM (8.6 MI) WEST FROM PRAIRIE DU ROCHER.
 JC1071'3.4 KILOMETERS (2.1 MILES) SOUTH-SOUTHWEST ALONG THE LEVEE ON THE WEST
 JC1071'SIDE OF PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE HIGHWAY
 JC1071'155 IN PRAIRIE DU ROCHER, THENCE CONTINUE NORHTWEST ALONG THE SAME
 JC1071'LEVEE FOR 10.5 KILOMETERS (6.5 MILES ) TO THE MARK ON THE RIHGT, AT
 JC1071'MILE POST NUMBER 4, 3.96 METERS (13.0 FEET) NORTHEAST OF THE CENTER OF
 JC1071'THE LEVEE ROAD, 3.04 METERS (10.0 FEET) SOUTHWEST OF CONCRETE MILE
 JC1071'POST NUMBER 4 AND 0.30 METER (1.0 FOOT) SOUTHEAST OF A METAL WITNESS
 JC1071'POST.
 JC1071'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 JC1071'THE MARK IS 0.30 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1088 ***********************************************************************
 JC1088  DESIGNATION -  L 287
 JC1088  PID         -  JC1088
 JC1088  STATE/COUNTY-  IL/MONROE
 JC1088  USGS QUAD   -  VALMEYER (1993)
 JC1088
 JC1088                         *CURRENT SURVEY CONTROL
 JC1088  ___________________________________________________________________
 JC1088* NAD 83(1986)-  38 17 10.     (N)    090 21 25.     (W)     SCALED    
 JC1088* NAVD 88     -       125.718  (meters)     412.46   (feet)  ADJUSTED  
 JC1088  ___________________________________________________________________
 JC1088  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JC1088  DYNAMIC HT  -         125.636 (meters)     412.19  (feet)  COMP
 JC1088  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 JC1088
 JC1088  VERT ORDER  -  FIRST     CLASS II
 JC1088
 JC1088.The horizontal coordinates were scaled from a topographic map and have
 JC1088.an estimated accuracy of +/- 6 seconds.
 JC1088
 JC1088.The orthometric height was determined by differential leveling
 JC1088.and adjusted by the National Geodetic Survey in June 1991..
 JC1088
 JC1088.The geoid height was determined by GEOID03.
 JC1088
 JC1088.The dynamic height is computed by dividing the NAVD 88
 JC1088.geopotential number by the normal gravity value computed on the
 JC1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1088.degrees latitude (g = 980.6199 gals.).
 JC1088
 JC1088.The modeled gravity was interpolated from observed gravity values.
 JC1088
 JC1088;                    North         East    Units  Estimated Accuracy
 JC1088;SPC IL W     -   179,740.      683,350.      MT  (+/- 180 meters Scaled)
 JC1088
 JC1088                          SUPERSEDED SURVEY CONTROL
 JC1088
 JC1088  NGVD 29 (??/??/??)  125.669  (m)          412.30   (f) ADJUSTED    1 2
 JC1088
 JC1088.Superseded values are not recommended for survey control.
 JC1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1088.See file dsdata.txt to determine how the superseded data were derived.
 JC1088
 JC1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC311408(NAD 83)
 JC1088_MARKER: I = METAL ROD
 JC1088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1088_SP_SET: STAINLESS STEEL ROD
 JC1088_STAMPING: L 287 1981
 JC1088_MARK LOGO: NGS   
 JC1088_PROJECTION: FLUSH
 JC1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1088_ROD/PIPE-DEPTH: 8.5  meters
 JC1088
 JC1088  HISTORY     - Date     Condition        Report By
 JC1088  HISTORY     - 1981     MONUMENTED       NGS
 JC1088
 JC1088                          STATION DESCRIPTION
 JC1088
 JC1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1088'0.5 KM (0.3 MI) SOUTH FROM VALMEYER.
 JC1088'0.5 KILOMETER (0.3 MILE) SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM
 JC1088'THE OLD FOUNTAIN CREEK PUMPING STATION AT VALMEYER TO THE MARK ON THE
 JC1088'LEFT IN THE SOUTHEAST JUNCTION OF A GRAVEL ROAD LEADING EAST,
 JC1088'3.66 METERS (12.0 FEET) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD,
 JC1088'12.96 METERS (42.5 FEET) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD
 JC1088'AND 0.46 METER (1.5 FEET)SOUTHWEST OF A METAL WITNESS POST.
 JC1088'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 JC1088'THE MARK IS 0.15 M BELOW TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1414 ***********************************************************************
 HB1414  DESIGNATION -  L 288
 HB1414  PID         -  HB1414
 HB1414  STATE/COUNTY-  IL/RANDOLPH
 HB1414  USGS QUAD   -  KASKASKIA (1993)
 HB1414
 HB1414                         *CURRENT SURVEY CONTROL
 HB1414  ___________________________________________________________________
 HB1414* NAD 83(1986)-  37 59 03.     (N)    089 59 38.     (W)     SCALED    
 HB1414* NAVD 88     -       121.703  (meters)     399.29   (feet)  ADJUSTED  
 HB1414  ___________________________________________________________________
 HB1414  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HB1414  DYNAMIC HT  -         121.620 (meters)     399.01  (feet)  COMP
 HB1414  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 HB1414
 HB1414  VERT ORDER  -  FIRST     CLASS II
 HB1414
 HB1414.The horizontal coordinates were scaled from a topographic map and have
 HB1414.an estimated accuracy of +/- 6 seconds.
 HB1414
 HB1414.The orthometric height was determined by differential leveling
 HB1414.and adjusted by the National Geodetic Survey in June 1991..
 HB1414
 HB1414.The geoid height was determined by GEOID03.
 HB1414
 HB1414.The dynamic height is computed by dividing the NAVD 88
 HB1414.geopotential number by the normal gravity value computed on the
 HB1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1414.degrees latitude (g = 980.6199 gals.).
 HB1414
 HB1414.The modeled gravity was interpolated from observed gravity values.
 HB1414
 HB1414;                    North         East    Units  Estimated Accuracy
 HB1414;SPC IL W     -   146,230.      715,180.      MT  (+/- 180 meters Scaled)
 HB1414
 HB1414                          SUPERSEDED SURVEY CONTROL
 HB1414
 HB1414  NGVD 29 (??/??/??)  121.640  (m)          399.08   (f) ADJUSTED    1 2
 HB1414
 HB1414.Superseded values are not recommended for survey control.
 HB1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1414.See file dsdata.txt to determine how the superseded data were derived.
 HB1414
 HB1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH370082(NAD 83)
 HB1414_MARKER: I = METAL ROD
 HB1414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1414_SP_SET: STAINLESS STEEL ROD
 HB1414_STAMPING: L 288 1981
 HB1414_MARK LOGO: NGS   
 HB1414_PROJECTION: FLUSH
 HB1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1414_ROD/PIPE-DEPTH: 6.10 meters
 HB1414
 HB1414  HISTORY     - Date     Condition        Report By
 HB1414  HISTORY     - 1981     MONUMENTED       NGS
 HB1414
 HB1414                          STATION DESCRIPTION
 HB1414
 HB1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1414'4.6 KM (2.85 MI) WEST FROM ELLIS GROVE.
 HB1414'0.4 KILOMETER (0.25 MILE) SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM
 HB1414'THE KASKASKIA RIVER LOCK AND DAM AT ELLIS GROVE TO A BEND IN THE
 HB1414'LEVEE, THENCE 4.2 KILOMETERS (2.6 MILES) NORTHWEST ALONG THE TOP OF
 HB1414'THE MAIN LEVEE TO THE MARK ON THE RIGHT, 3.35 METERS (12.0 FEET)
 HB1414'NORTHEAST OF THE CENTER OF THE LEVEE ROAD, 0.760 METERS (2.5 FEET)
 HB1414'SOUTHEAST OF THE NORTHEAST POST OF A CATTLE GUARD AND 0.46 METER (1.5
 HB1414'FEET) SOUTHEAST OF A METAL WITNESS POST.
 HB1414'THE MARK IS 0.46 METERS  NW FROM A WITNESS POST.
 HB1414'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1377 ***********************************************************************
 HB1377  CBN         -  This is a Cooperative Base Network Control Station.
 HB1377  DESIGNATION -  L 289
 HB1377  PID         -  HB1377
 HB1377  STATE/COUNTY-  IL/JACKSON
 HB1377  USGS QUAD   -  ROCKWOOD (1994)
 HB1377
 HB1377                         *CURRENT SURVEY CONTROL
 HB1377  ___________________________________________________________________
 HB1377* NAD 83(1997)-  37 45 51.31026(N)    089 39 20.89637(W)     ADJUSTED  
 HB1377* NAVD 88     -       116.393  (meters)     381.87   (feet)  ADJUSTED  
 HB1377  ___________________________________________________________________
 HB1377  X           -      30,328.287 (meters)                     COMP
 HB1377  Y           -  -5,048,474.488 (meters)                     COMP
 HB1377  Z           -   3,884,844.773 (meters)                     COMP
 HB1377  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 HB1377  ELLIP HEIGHT-          87.25  (meters)          (09/15/03) GPS OBS
 HB1377  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB1377  DYNAMIC HT  -         116.313 (meters)     381.60  (feet)  COMP
 HB1377  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 HB1377
 HB1377  HORZ ORDER  -  A
 HB1377  VERT ORDER  -  FIRST     CLASS II
 HB1377  ELLP ORDER  -  FOURTH    CLASS I
 HB1377
 HB1377.The horizontal coordinates were established by GPS observations
 HB1377.and adjusted by the National Geodetic Survey in September 2003..
 HB1377
 HB1377.The orthometric height was determined by differential leveling
 HB1377.and adjusted by the National Geodetic Survey in June 1991..
 HB1377
 HB1377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1377
 HB1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1377
 HB1377.The ellipsoidal height was determined by GPS observations
 HB1377.and is referenced to NAD 83.
 HB1377
 HB1377.The geoid height was determined by GEOID03.
 HB1377
 HB1377.The dynamic height is computed by dividing the NAVD 88
 HB1377.geopotential number by the normal gravity value computed on the
 HB1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1377.degrees latitude (g = 980.6199 gals.).
 HB1377
 HB1377.The modeled gravity was interpolated from observed gravity values.
 HB1377
 HB1377;                    North         East     Units Scale Factor Converg.
 HB1377;SPC IL W     -   121,927.700   745,011.040   MT  0.99996612   +0 18 46.3
 HB1377;SPC IL W     -   400,024.46  2,444,257.05   sFT  0.99996612   +0 18 46.3
 HB1377;UTM  16      - 4,182,980.652   266,061.862   MT  1.00027412   -1 37 37.9
 HB1377
 HB1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1377!SPC IL W     -   0.99998631  x   0.99996612  =   0.99995243
 HB1377!UTM  16      -   0.99998631  x   1.00027412  =   1.00026043
 HB1377
 HB1377                          SUPERSEDED SURVEY CONTROL
 HB1377
 HB1377  NGVD 29 (??/??/??)  116.316  (m)          381.61   (f) ADJUSTED    1 2
 HB1377
 HB1377.Superseded values are not recommended for survey control.
 HB1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1377.See file dsdata.txt to determine how the superseded data were derived.
 HB1377
 HB1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG6606282981(NAD 83)
 HB1377_MARKER: I = METAL ROD
 HB1377_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HB1377_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HB1377_STAMPING: L 289 1981
 HB1377_MARK LOGO: NGS   
 HB1377_PROJECTION: FLUSH
 HB1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1377+STABILITY: POSITION/ELEVATION WELL
 HB1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1377+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 HB1377_ROD/PIPE-DEPTH: 21.9 meters
 HB1377_SLEEVE-DEPTH  : 6.10 meters
 HB1377
 HB1377  HISTORY     - Date     Condition        Report By
 HB1377  HISTORY     - 1981     MONUMENTED       NGS
 HB1377  HISTORY     - 20020805 GOOD             NGS
 HB1377  HISTORY     - 20060308 GOOD             ILDT
 HB1377
 HB1377                          STATION DESCRIPTION
 HB1377
 HB1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1377'8.1 KM (5.05 MI) SOUTH FROM CORA.
 HB1377'8.1 KILOMETERS (5.05 MILES) SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM
 HB1377'THE INTERSECTION OF THE MISSOURI PACIFIC RAILROAD IN CORA TO A BEND IN
 HB1377'THE LEVEE AND THE MARK ON THE LEFT, AT THE JUNCTION OF A SPUR LEVEE
 HB1377'LEADING SOUTHEAST, IN LINE WITH THE CENTER OF THE SPUR LEVEE,
 HB1377'4.57 METERS (15.0 FEET) NORTH OF THE CENTER OF THE LEVEE ROAD AND
 HB1377'0.46 METERS (1.5 FEET) EAST OF A METAL WITNESS POST.
 HB1377'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 HB1377'THE MARK IS 0.15 M BELOW TOP OF LEVEE.
 HB1377
 HB1377                          STATION RECOVERY (2002)
 HB1377
 HB1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (BE)
 HB1377'RECOVERED AS DESCRIBED
 HB1377' 
 HB1377'
 HB1377
 HB1377                          STATION RECOVERY (2006)
 HB1377
 HB1377'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 HB1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0359 ***********************************************************************
 MF0359  DESIGNATION -  L 29
 MF0359  PID         -  MF0359
 MF0359  STATE/COUNTY-  IL/LIVINGSTON
 MF0359  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0359
 MF0359                         *CURRENT SURVEY CONTROL
 MF0359  ___________________________________________________________________
 MF0359* NAD 83(1986)-  41 04 05.     (N)    088 51 11.     (W)     SCALED    
 MF0359* NAVD 88     -       190.685  (meters)     625.61   (feet)  ADJUSTED  
 MF0359  ___________________________________________________________________
 MF0359  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MF0359  DYNAMIC HT  -         190.607 (meters)     625.35  (feet)  COMP
 MF0359  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 MF0359
 MF0359  VERT ORDER  -  SECOND    CLASS 0
 MF0359
 MF0359.The horizontal coordinates were scaled from a topographic map and have
 MF0359.an estimated accuracy of +/- 6 seconds.
 MF0359
 MF0359.The orthometric height was determined by differential leveling
 MF0359.and adjusted by the National Geodetic Survey in June 1991..
 MF0359
 MF0359.The geoid height was determined by GEOID03.
 MF0359
 MF0359.The dynamic height is computed by dividing the NAVD 88
 MF0359.geopotential number by the normal gravity value computed on the
 MF0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0359.degrees latitude (g = 980.6199 gals.).
 MF0359
 MF0359.The modeled gravity was interpolated from observed gravity values.
 MF0359
 MF0359;                    North         East    Units  Estimated Accuracy
 MF0359;SPC IL E     -   488,730.      256,320.      MT  (+/- 180 meters Scaled)
 MF0359
 MF0359                          SUPERSEDED SURVEY CONTROL
 MF0359
 MF0359  NGVD 29 (??/??/92)  190.745  (m)          625.80   (f) ADJ UNCH    2 0
 MF0359
 MF0359.Superseded values are not recommended for survey control.
 MF0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0359.See file dsdata.txt to determine how the superseded data were derived.
 MF0359
 MF0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL443479(NAD 83)
 MF0359_MARKER: DB = BENCH MARK DISK
 MF0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0359_STAMPING: L 29 1934
 MF0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0359+STABILITY: SURFACE MOTION
 MF0359
 MF0359  HISTORY     - Date     Condition        Report By
 MF0359  HISTORY     - 1934     MONUMENTED       CGS
 MF0359  HISTORY     - 1978     MARK NOT FOUND   USGS
 MF0359
 MF0359                          STATION DESCRIPTION
 MF0359
 MF0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0359'4.5 MI SW FROM STREATOR.
 MF0359'IN LIVINGSTON COUNTY, 4.5 MILES SOUTHWEST ALONG THE ATCHISON,
 MF0359'TOPEKA AND SANTA FE RAILWAY FROM THE POST OFFICE AT STREATOR,
 MF0359'LA SALLE COUNTY, 5 POLES NORTHEAST OF MILEPOST 94, AT A PUBLIC
 MF0359'ROAD CROSSING, 39 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD,
 MF0359'18 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH
 MF0359'THE RAIL.  A STANDARD DISK, STAMPED L 29 1934 AND SET IN THE TOP
 MF0359'OF A CONCRETE POST.
 MF0359
 MF0359                          STATION RECOVERY (1978)
 MF0359
 MF0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MF0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1365 ***********************************************************************
 HB1365  DESIGNATION -  L 290
 HB1365  PID         -  HB1365
 HB1365  STATE/COUNTY-  IL/JACKSON
 HB1365  USGS QUAD   -  GORHAM (1994)
 HB1365
 HB1365                         *CURRENT SURVEY CONTROL
 HB1365  ___________________________________________________________________
 HB1365* NAD 83(1986)-  37 43 01.     (N)    089 29 23.     (W)     SCALED    
 HB1365* NAVD 88     -       110.895  (meters)     363.83   (feet)  ADJUSTED  
 HB1365  ___________________________________________________________________
 HB1365  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HB1365  DYNAMIC HT  -         110.818 (meters)     363.58  (feet)  COMP
 HB1365  MODELED GRAV-     979,930.9   (mgal)                       NAVD 88
 HB1365
 HB1365  VERT ORDER  -  FIRST     CLASS II
 HB1365
 HB1365.The horizontal coordinates were scaled from a topographic map and have
 HB1365.an estimated accuracy of +/- 6 seconds.
 HB1365
 HB1365.The orthometric height was determined by differential leveling
 HB1365.and adjusted by the National Geodetic Survey in June 1991..
 HB1365
 HB1365.The geoid height was determined by GEOID03.
 HB1365
 HB1365.The dynamic height is computed by dividing the NAVD 88
 HB1365.geopotential number by the normal gravity value computed on the
 HB1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1365.degrees latitude (g = 980.6199 gals.).
 HB1365
 HB1365.The modeled gravity was interpolated from observed gravity values.
 HB1365
 HB1365;                    North         East    Units  Estimated Accuracy
 HB1365;SPC IL W     -   116,770.      759,680.      MT  (+/- 180 meters Scaled)
 HB1365
 HB1365                          SUPERSEDED SURVEY CONTROL
 HB1365
 HB1365  NGVD 29 (??/??/??)  110.810  (m)          363.55   (f) ADJUSTED    1 2
 HB1365
 HB1365.Superseded values are not recommended for survey control.
 HB1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1365.See file dsdata.txt to determine how the superseded data were derived.
 HB1365
 HB1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG805773(NAD 83)
 HB1365_MARKER: I = METAL ROD
 HB1365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1365_SP_SET: STAINLESS STEEL ROD
 HB1365_STAMPING: L 290 1981
 HB1365_MARK LOGO: NGS   
 HB1365_PROJECTION: FLUSH
 HB1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1365_ROD/PIPE-DEPTH: 9.8  meters
 HB1365
 HB1365  HISTORY     - Date     Condition        Report By
 HB1365  HISTORY     - 1981     MONUMENTED       NGS
 HB1365  HISTORY     - 20020529 GOOD             INDIV
 HB1365
 HB1365                          STATION DESCRIPTION
 HB1365
 HB1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1365'IN GORHAM.
 HB1365'IN GORHAM, IN THE NORTH ANGLE OF A PAVED ROAD LEADING NORTHEAST AND
 HB1365'COUNTY ROAD 9, 0.2 KILOMETERS (0.1 MILE) NORTHWEST OF THE POST OFFICE,
 HB1365'8.54 METERS (28.0 FEET) NORTHEAST OF THE CENTER LINE OF COUNTY ROAD 9,
 HB1365'7.32 METERS (24.0 FEET) NORTHWEST OF THE CENTER OF THE PAVED ROAD,
 HB1365'3.41 METERS (11.2 FEET) WEST-SOUTHWEST OF A FIRE HYDRANT, 1.0 METERS
 HB1365'(3.3 FEET) NORTHWEST OF A UTILITY POLE WITH A STREET LAMP.
 HB1365'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1365'THE MARK IS ABOVE LEVEL WITH ROADS.
 HB1365
 HB1365                          STATION RECOVERY (2002)
 HB1365
 HB1365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RDW)
 HB1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1304 ***********************************************************************
 HB1304  DESIGNATION -  L 291
 HB1304  PID         -  HB1304
 HB1304  STATE/COUNTY-  IL/UNION
 HB1304  USGS QUAD   -  MC CLURE (1993)
 HB1304
 HB1304                         *CURRENT SURVEY CONTROL
 HB1304  ___________________________________________________________________
 HB1304* NAD 83(1986)-  37 22 00.     (N)    089 24 22.     (W)     SCALED    
 HB1304* NAVD 88     -       110.138  (meters)     361.34   (feet)  ADJUSTED  
 HB1304  ___________________________________________________________________
 HB1304  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 HB1304  DYNAMIC HT  -         110.061 (meters)     361.09  (feet)  COMP
 HB1304  MODELED GRAV-     979,927.8   (mgal)                       NAVD 88
 HB1304
 HB1304  VERT ORDER  -  FIRST     CLASS II
 HB1304
 HB1304.The horizontal coordinates were scaled from a topographic map and have
 HB1304.an estimated accuracy of +/- 6 seconds.
 HB1304
 HB1304.The orthometric height was determined by differential leveling
 HB1304.and adjusted by the National Geodetic Survey in June 1991..
 HB1304
 HB1304.The geoid height was determined by GEOID03.
 HB1304
 HB1304.The dynamic height is computed by dividing the NAVD 88
 HB1304.geopotential number by the normal gravity value computed on the
 HB1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1304.degrees latitude (g = 980.6199 gals.).
 HB1304
 HB1304.The modeled gravity was interpolated from observed gravity values.
 HB1304
 HB1304;                    North         East    Units  Estimated Accuracy
 HB1304;SPC IL W     -    77,950.      767,370.      MT  (+/- 180 meters Scaled)
 HB1304
 HB1304                          SUPERSEDED SURVEY CONTROL
 HB1304
 HB1304  NGVD 29 (??/??/??)  110.040  (m)          361.02   (f) ADJUSTED    1 2
 HB1304
 HB1304.Superseded values are not recommended for survey control.
 HB1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1304.See file dsdata.txt to determine how the superseded data were derived.
 HB1304
 HB1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG869382(NAD 83)
 HB1304_MARKER: I = METAL ROD
 HB1304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1304_SP_SET: STAINLESS STEEL ROD
 HB1304_STAMPING: L 291 1981
 HB1304_MARK LOGO: NGS   
 HB1304_PROJECTION: FLUSH
 HB1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1304+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 HB1304_ROD/PIPE-DEPTH: 9.7  meters
 HB1304
 HB1304  HISTORY     - Date     Condition        Report By
 HB1304  HISTORY     - 1981     MONUMENTED       NGS
 HB1304  HISTORY     - 20020828 GOOD             USACE
 HB1304
 HB1304                          STATION DESCRIPTION
 HB1304
 HB1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1304'1.1 KM (0.7 MI) WEST FROM REYNOLDSVILLE.
 HB1304'1.1 KILOMETERS (0.7 MILE) WEST ALONG A GRAVELED ROAD FROM THE JUNCTION
 HB1304'OF STATE HIGHWAYS 3 AND 146 AND THE REYNOLDSVILLE MISSIONARY BABTIST
 HB1304'CHURCH IN REYNOLDSVILLE TO THE INTERSECTION OF THE LEVEE ROAD AND THE
 HB1304'MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION,, ALSO, 5.8 KILOMETERS
 HB1304'(3.6 MILES) NORTHEAST OF THE JUNCTION OF A GRAVELED ROAD AND THE LEVEE
 HB1304'ROAD IN MCCLURE, WHICH IS 0.7 KILOMETER (0.45 MILE) NORTHEAST OF THE
 HB1304'MCCLURE ELEMENTARY SCHOOL, 7.25 METERS (23.8 FEET) SOUTHEAST OF THE
 HB1304'CENTER OF THE INTERSECTION, 6.03 METERS (19.8 FEET) EAST OF THE CENTER
 HB1304'OF THE LEVEE, 6.03 METERS (19.8 FEET) SOUTH OF THE CENTER OF THE
 HB1304'GRAVELED ROAD.
 HB1304'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 HB1304'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
 HB1304
 HB1304                          STATION RECOVERY (2002)
 HB1304
 HB1304'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1325 ***********************************************************************
 HB1325  DESIGNATION -  L 292
 HB1325  PID         -  HB1325
 HB1325  STATE/COUNTY-  IL/JACKSON
 HB1325  USGS QUAD   -  WOLF LAKE (1994)
 HB1325
 HB1325                         *CURRENT SURVEY CONTROL
 HB1325  ___________________________________________________________________
 HB1325* NAD 83(1986)-  37 34 21.     (N)    089 29 50.     (W)     SCALED    
 HB1325* NAVD 88     -       113.402  (meters)     372.05   (feet)  ADJUSTED  
 HB1325  ___________________________________________________________________
 HB1325  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HB1325  DYNAMIC HT  -         113.324 (meters)     371.80  (feet)  COMP
 HB1325  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 HB1325
 HB1325  VERT ORDER  -  FIRST     CLASS II
 HB1325
 HB1325.The horizontal coordinates were scaled from a topographic map and have
 HB1325.an estimated accuracy of +/- 6 seconds.
 HB1325
 HB1325.The orthometric height was determined by differential leveling
 HB1325.and adjusted by the National Geodetic Survey in June 1991..
 HB1325
 HB1325.The geoid height was determined by GEOID03.
 HB1325
 HB1325.The dynamic height is computed by dividing the NAVD 88
 HB1325.geopotential number by the normal gravity value computed on the
 HB1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1325.degrees latitude (g = 980.6199 gals.).
 HB1325
 HB1325.The modeled gravity was interpolated from observed gravity values.
 HB1325
 HB1325;                    North         East    Units  Estimated Accuracy
 HB1325;SPC IL W     -   100,730.      759,140.      MT  (+/- 180 meters Scaled)
 HB1325
 HB1325                          SUPERSEDED SURVEY CONTROL
 HB1325
 HB1325  NGVD 29 (??/??/??)  113.313  (m)          371.76   (f) ADJUSTED    1 2
 HB1325
 HB1325.Superseded values are not recommended for survey control.
 HB1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1325.See file dsdata.txt to determine how the superseded data were derived.
 HB1325
 HB1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG794613(NAD 83)
 HB1325_MARKER: I = METAL ROD
 HB1325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1325_SP_SET: STAINLESS STEEL ROD
 HB1325_STAMPING: L 292 1981
 HB1325_MARK LOGO: NGS   
 HB1325_PROJECTION: FLUSH
 HB1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1325_ROD/PIPE-DEPTH: 9.7  meters
 HB1325
 HB1325  HISTORY     - Date     Condition        Report By
 HB1325  HISTORY     - 1981     MONUMENTED       NGS
 HB1325
 HB1325                          STATION DESCRIPTION
 HB1325
 HB1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1325'7.0 KM (4.35 MI) SOUTH FROM GRAND TOWER.
 HB1325'7.0 KILOMETERS (4.35 MILES) SOUTH ALONG TOP OF LEVEE ROAD FROM THE
 HB1325'POST OFFICE IN GRAND TOWER TO THE MARK ON THE LEFT, 0.28 KILOMETER
 HB1325'(0.15 MILE) SOUTH-SOUTHEAST OF THE CENTER OF A Y-JUNCTION OF A
 HB1325'GRAVELED ROAD, 0.8 KILOMETER (0.5 MILE) SOUTH-SOUTHEAST OF CONCRETE
 HB1325'MILE POST 6, 3.65 METERS (12.0 FEET) EAST OF THE CENTER OF LEVEE ROAD.
 HB1325'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
 HB1325'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1647 ***********************************************************************
 JA1647  DESIGNATION -  L 294
 JA1647  PID         -  JA1647
 JA1647  STATE/COUNTY-  IL/LAWRENCE
 JA1647  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1647
 JA1647                         *CURRENT SURVEY CONTROL
 JA1647  ___________________________________________________________________
 JA1647* NAD 83(1986)-  38 43 26.     (N)    087 39 52.     (W)     SCALED    
 JA1647* NAVD 88     -       131.083  (meters)     430.06   (feet)  ADJUSTED  
 JA1647  ___________________________________________________________________
 JA1647  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JA1647  DYNAMIC HT  -         131.003 (meters)     429.80  (feet)  COMP
 JA1647  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JA1647
 JA1647  VERT ORDER  -  FIRST     CLASS II
 JA1647
 JA1647.The horizontal coordinates were scaled from a topographic map and have
 JA1647.an estimated accuracy of +/- 6 seconds.
 JA1647
 JA1647.The orthometric height was determined by differential leveling
 JA1647.and adjusted by the National Geodetic Survey in June 1991..
 JA1647
 JA1647.The geoid height was determined by GEOID03.
 JA1647
 JA1647.The dynamic height is computed by dividing the NAVD 88
 JA1647.geopotential number by the normal gravity value computed on the
 JA1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1647.degrees latitude (g = 980.6199 gals.).
 JA1647
 JA1647.The modeled gravity was interpolated from observed gravity values.
 JA1647
 JA1647;                    North         East    Units  Estimated Accuracy
 JA1647;SPC IL E     -   228,540.      358,170.      MT  (+/- 180 meters Scaled)
 JA1647
 JA1647                          SUPERSEDED SURVEY CONTROL
 JA1647
 JA1647.No superseded survey control is available for this station.
 JA1647
 JA1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH422863(NAD 83)
 JA1647_MARKER: DB = BENCH MARK DISK
 JA1647_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1647_SP_SET: PIER
 JA1647_STAMPING: L 294 1986
 JA1647_MARK LOGO: NGS   
 JA1647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1647+STABILITY: POSITION/ELEVATION WELL
 JA1647
 JA1647  HISTORY     - Date     Condition        Report By
 JA1647  HISTORY     - 1986     MONUMENTED       NGS
 JA1647
 JA1647                          STATION DESCRIPTION
 JA1647
 JA1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1647'1.8 KM (1.1 MI) EAST FROM LAWRENCEVILLE.
 JA1647'1.8 KM (1.1 MI) EASTERLY ALONG U.S. HIGHWAY 50 BUSINESS FROM THE
 JA1647'COURTHOUSE IN LAWRENCEVILLE, SET VERTICALLY IN THE NORTHEAST FACE OF
 JA1647'THE FIRST PIER NORTHWEST OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 JA1647'HIGHWAY BRIDGE SPANNING THE EMBARRAS RIVER, AND 6.4 M (21.0 FT)
 JA1647'NORTHEAST OF THE CENTER OF THE HIGHWAY.
 JA1647'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1568 ***********************************************************************
 JB1568  DESIGNATION -  L 295
 JB1568  PID         -  JB1568
 JB1568  STATE/COUNTY-  IL/RICHLAND
 JB1568  USGS QUAD   -  NOBLE (1971)
 JB1568
 JB1568                         *CURRENT SURVEY CONTROL
 JB1568  ___________________________________________________________________
 JB1568* NAD 83(1986)-  38 42 43.     (N)    088 07 52.     (W)     SCALED    
 JB1568* NAVD 88     -       133.822  (meters)     439.05   (feet)  ADJUSTED  
 JB1568  ___________________________________________________________________
 JB1568  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JB1568  DYNAMIC HT  -         133.741 (meters)     438.78  (feet)  COMP
 JB1568  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 JB1568
 JB1568  VERT ORDER  -  FIRST     CLASS II
 JB1568
 JB1568.The horizontal coordinates were scaled from a topographic map and have
 JB1568.an estimated accuracy of +/- 6 seconds.
 JB1568
 JB1568.The orthometric height was determined by differential leveling
 JB1568.and adjusted by the National Geodetic Survey in June 1991..
 JB1568
 JB1568.The geoid height was determined by GEOID03.
 JB1568
 JB1568.The dynamic height is computed by dividing the NAVD 88
 JB1568.geopotential number by the normal gravity value computed on the
 JB1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1568.degrees latitude (g = 980.6199 gals.).
 JB1568
 JB1568.The modeled gravity was interpolated from observed gravity values.
 JB1568
 JB1568;                    North         East    Units  Estimated Accuracy
 JB1568;SPC IL E     -   227,020.      317,590.      MT  (+/- 180 meters Scaled)
 JB1568
 JB1568                          SUPERSEDED SURVEY CONTROL
 JB1568
 JB1568.No superseded survey control is available for this station.
 JB1568
 JB1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH016854(NAD 83)
 JB1568_MARKER: I = METAL ROD
 JB1568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1568_SP_SET: STAINLESS STEEL ROD
 JB1568_STAMPING: L 295 1986
 JB1568_MARK LOGO: NGS   
 JB1568_PROJECTION: RECESSED 2 CENTIMETERS
 JB1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1568_ROD/PIPE-DEPTH: 3.1  meters
 JB1568
 JB1568  HISTORY     - Date     Condition        Report By
 JB1568  HISTORY     - 1986     MONUMENTED       NGS
 JB1568
 JB1568                          STATION DESCRIPTION
 JB1568
 JB1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1568'4.6 KM (2.85 MI) WEST FROM OLNEY.
 JB1568'1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 130 FROM ITS JUNCTION WITH
 JB1568'THE CHESSIE SYSTEM RAILROAD IN OLNEY, THENCE 3.4 KM (2.1 MI) WESTERLY
 JB1568'ALONG U.S. HIGHWAY 50, 32.4 M (106.3 FT) SOUTH OF THE CENTERLINE OF
 JB1568'THE HIGHWAY, 12.7 M (41.7 FT) NORTH OF THE CENTER OF A DRIVEWAY
 JB1568'LEADING EAST, 6.4 M (21.0 FT) EAST OF THE CENTER OF COUNTY ROAD 900 E,
 JB1568'AND 1.6 M (5.2 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 JB1568'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1568'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JB1568'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD 900 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1580 ***********************************************************************
 JB1580  DESIGNATION -  L 296
 JB1580  PID         -  JB1580
 JB1580  STATE/COUNTY-  IL/CLAY
 JB1580  USGS QUAD   -  CLAY CITY (1970)
 JB1580
 JB1580                         *CURRENT SURVEY CONTROL
 JB1580  ___________________________________________________________________
 JB1580* NAD 83(1986)-  38 40 39.     (N)    088 22 22.     (W)     SCALED    
 JB1580* NAVD 88     -       140.619  (meters)     461.35   (feet)  ADJUSTED  
 JB1580  ___________________________________________________________________
 JB1580  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 JB1580  DYNAMIC HT  -         140.532 (meters)     461.06  (feet)  COMP
 JB1580  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 JB1580
 JB1580  VERT ORDER  -  FIRST     CLASS II
 JB1580
 JB1580.The horizontal coordinates were scaled from a topographic map and have
 JB1580.an estimated accuracy of +/- 6 seconds.
 JB1580
 JB1580.The orthometric height was determined by differential leveling
 JB1580.and adjusted by the National Geodetic Survey in June 1991..
 JB1580
 JB1580.The geoid height was determined by GEOID03.
 JB1580
 JB1580.The dynamic height is computed by dividing the NAVD 88
 JB1580.geopotential number by the normal gravity value computed on the
 JB1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1580.degrees latitude (g = 980.6199 gals.).
 JB1580
 JB1580.The modeled gravity was interpolated from observed gravity values.
 JB1580
 JB1580;                    North         East    Units  Estimated Accuracy
 JB1580;SPC IL E     -   223,180.      296,570.      MT  (+/- 180 meters Scaled)
 JB1580
 JB1580                          SUPERSEDED SURVEY CONTROL
 JB1580
 JB1580.No superseded survey control is available for this station.
 JB1580
 JB1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH805818(NAD 83)
 JB1580_MARKER: I = METAL ROD
 JB1580_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1580_SP_SET: STAINLESS STEEL ROD
 JB1580_STAMPING: L 296 1986
 JB1580_MARK LOGO: NGS   
 JB1580_PROJECTION: FLUSH
 JB1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1580_ROD/PIPE-DEPTH: 4.6  meters
 JB1580
 JB1580  HISTORY     - Date     Condition        Report By
 JB1580  HISTORY     - 1986     MONUMENTED       NGS
 JB1580
 JB1580                          STATION DESCRIPTION
 JB1580
 JB1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1580'10.6 KM (6.6 MI) EAST FROM FLORA.
 JB1580'4.6 KM (2.85 MI) EASTERLY ALONG OLD U.S. HIGHWAY 50 (NORTH AVENUE)
 JB1580'FROM ITS JUNCTION WITH STATE STREET IN FLORA, THENCE 0.2 KM (0.1 MI)
 JB1580'NORTH ALONG U.S. HIGHWAY 45, THENCE 5.8 KM (3.6 MI) EASTERLY ALONG
 JB1580'U.S. HIGHWAY 50, 38.4 M (126.0 FT) SOUTH OF THE CENTERLINE OF THE
 JB1580'HIGHWAY, 31.1 M (102.0 FT) WEST OF THE EXTENDED CENTER OF COUNTY ROAD
 JB1580'1700 E, 13.3 M (43.6 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD, AND
 JB1580'6.4 M (21.0 FT) EAST OF THE CENTER OF A GATE AND FIELD ENTRANCE.
 JB1580'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1580'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 JB1580'THE MARK IS 1.0 M ABOVE THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1687 ***********************************************************************
 LC1687  DESIGNATION -  L 297
 LC1687  PID         -  LC1687
 LC1687  STATE/COUNTY-  IL/MCLEAN
 LC1687  USGS QUAD   -  HOLDER (1981)
 LC1687
 LC1687                         *CURRENT SURVEY CONTROL
 LC1687  ___________________________________________________________________
 LC1687* NAD 83(1997)-  40 23 40.41039(N)    088 51 41.06524(W)     ADJUSTED  
 LC1687* NAVD 88     -       241.695  (meters)     792.96   (feet)  ADJUSTED  
 LC1687  ___________________________________________________________________
 LC1687  X           -      96,663.741 (meters)                     COMP
 LC1687  Y           -  -4,863,630.255 (meters)                     COMP
 LC1687  Z           -   4,111,585.557 (meters)                     COMP
 LC1687  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 LC1687  ELLIP HEIGHT-         209.75  (meters)          (02/03/05) GPS OBS
 LC1687  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LC1687  DYNAMIC HT  -         241.578 (meters)     792.58  (feet)  COMP
 LC1687  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 LC1687
 LC1687  HORZ ORDER  -  FIRST
 LC1687  VERT ORDER  -  FIRST     CLASS II
 LC1687  ELLP ORDER  -  FOURTH    CLASS II
 LC1687
 LC1687.The horizontal coordinates were established by GPS observations
 LC1687.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC1687
 LC1687.The orthometric height was determined by differential leveling
 LC1687.and adjusted by the National Geodetic Survey in June 1991..
 LC1687
 LC1687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1687
 LC1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1687
 LC1687.The ellipsoidal height was determined by GPS observations
 LC1687.and is referenced to NAD 83.
 LC1687
 LC1687.The geoid height was determined by GEOID03.
 LC1687
 LC1687.The dynamic height is computed by dividing the NAVD 88
 LC1687.geopotential number by the normal gravity value computed on the
 LC1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1687.degrees latitude (g = 980.6199 gals.).
 LC1687
 LC1687.The modeled gravity was interpolated from observed gravity values.
 LC1687
 LC1687;                    North         East     Units Scale Factor Converg.
 LC1687;SPC IL E     -   413,944.256   255,167.384   MT  0.99999973   -0 20 32.0
 LC1687;SPC IL E     - 1,358,082.11    837,161.66   sFT  0.99999973   -0 20 32.0
 LC1687;UTM  16      - 4,473,214.133   342,024.623   MT  0.99990720   -1 12 23.5
 LC1687
 LC1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1687!SPC IL E     -   0.99996710  x   0.99999973  =   0.99996683
 LC1687!UTM  16      -   0.99996710  x   0.99990720  =   0.99987430
 LC1687
 LC1687                          SUPERSEDED SURVEY CONTROL
 LC1687
 LC1687  ELLIP H (03/04/03)  209.73   (m)                       GP(       ) 4 2
 LC1687  NAVD 88 (03/04/03)  241.69   (m)          792.9    (f) LEVELING    3  
 LC1687
 LC1687.Superseded values are not recommended for survey control.
 LC1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1687.See file dsdata.txt to determine how the superseded data were derived.
 LC1687
 LC1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4202573214(NAD 83)
 LC1687_MARKER: I = METAL ROD
 LC1687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1687_SP_SET: STAINLESS STEEL ROD
 LC1687_STAMPING: L 297 1986
 LC1687_MARK LOGO: NGS   
 LC1687_PROJECTION: RECESSED 2 CENTIMETERS
 LC1687_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1687+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC1687_ROD/PIPE-DEPTH: 12.2 meters
 LC1687
 LC1687  HISTORY     - Date     Condition        Report By
 LC1687  HISTORY     - 1986     MONUMENTED       NGS
 LC1687  HISTORY     - 200205   GOOD             ASCPC
 LC1687
 LC1687                          STATION DESCRIPTION
 LC1687
 LC1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1687'11.8 KM (7.35 MI) SE FROM BLOOMINGTON.
 LC1687'11.8 KM (7.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS
 LC1687'JUNCTION WITH INTERSTATE HIGHWAY 55 BUSINESS LOOP IN BLOOMINGTON, 41.6
 LC1687'M (136.5 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 26.2 M (86.0 FT)
 LC1687'NORTHEAST OF THE NORTHEAST CORNER OF THE BRUNINGS RESIDENCE, 9.6 M
 LC1687'(31.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT)
 LC1687'WEST-SOUTHWEST OF A UTILITY POLE AND UNDERGROUND CABLE JUNCTION BOX
 LC1687'NUMBER 91A1SE, AND 0.5 M (1.6 FT) SOUTH OF UNDERGROUND CABLE JUNCTION
 LC1687'BOX NUMBER TR552 TP1SE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LC1687'5-INCH LOGO CAP.
 LC1687'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LC1687
 LC1687                          STATION RECOVERY (2002)
 LC1687
 LC1687'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC1687'RECOVERED AS DESCRIBED
 LC1687' 
 LC1687'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0245 ***********************************************************************
 KB0245  DESIGNATION -  L 3
 KB0245  PID         -  KB0245
 KB0245  STATE/COUNTY-  IL/JASPER
 KB0245  USGS QUAD   -  GREENUP (1985)
 KB0245
 KB0245                         *CURRENT SURVEY CONTROL
 KB0245  ___________________________________________________________________
 KB0245* NAD 83(1986)-  39 09 39.     (N)    088 09 03.     (W)     SCALED    
 KB0245* NAVD 88     -       177.320  (meters)     581.76   (feet)  ADJUSTED  
 KB0245  ___________________________________________________________________
 KB0245  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KB0245  DYNAMIC HT  -         177.216 (meters)     581.42  (feet)  COMP
 KB0245  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 KB0245
 KB0245  VERT ORDER  -  FIRST     CLASS II
 KB0245
 KB0245.The horizontal coordinates were scaled from a topographic map and have
 KB0245.an estimated accuracy of +/- 6 seconds.
 KB0245
 KB0245.The orthometric height was determined by differential leveling
 KB0245.and adjusted by the National Geodetic Survey in June 1991..
 KB0245.WARNING-Repeat measurements at this control monument indicate possible
 KB0245.vertical movement.
 KB0245
 KB0245.The geoid height was determined by GEOID03.
 KB0245
 KB0245.The dynamic height is computed by dividing the NAVD 88
 KB0245.geopotential number by the normal gravity value computed on the
 KB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0245.degrees latitude (g = 980.6199 gals.).
 KB0245
 KB0245.The modeled gravity was interpolated from observed gravity values.
 KB0245
 KB0245;                    North         East    Units  Estimated Accuracy
 KB0245;SPC IL E     -   276,850.      315,770.      MT  (+/- 180 meters Scaled)
 KB0245
 KB0245                          SUPERSEDED SURVEY CONTROL
 KB0245
 KB0245  NGVD 29 (??/??/92)  177.384  (m)          581.97   (f) ADJ UNCH    1 2
 KB0245
 KB0245.Superseded values are not recommended for survey control.
 KB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0245.See file dsdata.txt to determine how the superseded data were derived.
 KB0245
 KB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ005352(NAD 83)
 KB0245_MARKER: P = PIPE CAP
 KB0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0245_STAMPING: ILLINOIS 581 1906
 KB0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0245
 KB0245  HISTORY     - Date     Condition        Report By
 KB0245  HISTORY     - 1906     MONUMENTED       USGS
 KB0245  HISTORY     - 1956     GOOD             NGS
 KB0245
 KB0245                          STATION DESCRIPTION
 KB0245
 KB0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0245'0.3 MI N FROM HIDALGO.
 KB0245'ABOUT 0.3 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0245'CROSSING OF MAIN EAST-WEST STREET AT HIDALGO, 21.7 FEET WEST OF
 KB0245'WEST RAIL, 14 FEET WEST OF MILE POST P 148, 3 FEET EAST OF A
 KB0245'FENCE LINE, 52 FEET WEST-NORTHWEST AND ACROSS TRACK FROM THE 15TH
 KB0245'TELEPHONE POLE NORTH OF ROAD CROSSING AT HIDALGO, 2 FEET
 KB0245'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 KB0245'LEVEL OF TRACK AND IS A U.S.G.S. PIPE AND CAP PROJECTING 7
 KB0245'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0888 ***********************************************************************
 LC0888  DESIGNATION -  L 30
 LC0888  PID         -  LC0888
 LC0888  STATE/COUNTY-  IL/PEORIA
 LC0888  USGS QUAD   -  CHILLICOTHE (1972)
 LC0888
 LC0888                         *CURRENT SURVEY CONTROL
 LC0888  ___________________________________________________________________
 LC0888* NAD 83(1986)-  40 55 49.     (N)    089 29 31.     (W)     SCALED    
 LC0888* NAVD 88     -       157.760  (meters)     517.58   (feet)  ADJUSTED  
 LC0888  ___________________________________________________________________
 LC0888  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LC0888  DYNAMIC HT  -         157.691 (meters)     517.36  (feet)  COMP
 LC0888  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 LC0888
 LC0888  VERT ORDER  -  FIRST     CLASS II
 LC0888
 LC0888.The horizontal coordinates were scaled from a topographic map and have
 LC0888.an estimated accuracy of +/- 6 seconds.
 LC0888
 LC0888.The orthometric height was determined by differential leveling
 LC0888.and adjusted by the National Geodetic Survey in June 1991..
 LC0888
 LC0888.The geoid height was determined by GEOID03.
 LC0888
 LC0888.The dynamic height is computed by dividing the NAVD 88
 LC0888.geopotential number by the normal gravity value computed on the
 LC0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0888.degrees latitude (g = 980.6199 gals.).
 LC0888
 LC0888.The modeled gravity was interpolated from observed gravity values.
 LC0888
 LC0888;                    North         East    Units  Estimated Accuracy
 LC0888;SPC IL W     -   473,500.      756,830.      MT  (+/- 180 meters Scaled)
 LC0888
 LC0888                          SUPERSEDED SURVEY CONTROL
 LC0888
 LC0888  NGVD 29 (??/??/92)  157.830  (m)          517.81   (f) ADJ UNCH    1 2
 LC0888
 LC0888.Superseded values are not recommended for survey control.
 LC0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0888.See file dsdata.txt to determine how the superseded data were derived.
 LC0888
 LC0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL901340(NAD 83)
 LC0888_MARKER: DB = BENCH MARK DISK
 LC0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0888_STAMPING: L 30 1934
 LC0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0888+STABILITY: SURFACE MOTION
 LC0888
 LC0888  HISTORY     - Date     Condition        Report By
 LC0888  HISTORY     - 1934     MONUMENTED       CGS
 LC0888  HISTORY     - 1960     GOOD             NGS
 LC0888  HISTORY     - 1971     MARK NOT FOUND   USGS
 LC0888  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC0888
 LC0888                          STATION DESCRIPTION
 LC0888
 LC0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LC0888'AT CHILLICOTHE.
 LC0888'AT CHILLICOTHE, ALONG THE ATCHINSON, TOPEKA AND SANTA FE RAILWAY,
 LC0888'ABOUT 10 RAILS WEST OF MILE POST 130, AT THE CROSSING OF NORTH
 LC0888'SANTA FE AVENUE THAT LEADS TO THE STATION, 31 1/2 FEET NORTH OF
 LC0888'NORTH RAIL OF NORTH MAIN TRACK, 165 FEET WEST-SOUTHWEST AND
 LC0888'ACROSS A GRAVEL DRIVE FROM THE SOUTHWEST CORNER OF THE STATION,
 LC0888'21 FEET NORTHEAST OF THE FIRST TELEPHONE POLE WEST OF THE
 LC0888'CROSSING, 2 1/2 FEET NORTH-NORTHWEST OF A POST SUPPORTING A SIGN
 LC0888'DO NOT DRIVE ON PLATFORM, 1/2 FOOT ABOVE LEVEL OF TRACK AND SET
 LC0888'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 LC0888
 LC0888                          STATION RECOVERY (1971)
 LC0888
 LC0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LC0888'MARK NOT FOUND.
 LC0888
 LC0888                          STATION RECOVERY (1998)
 LC0888
 LC0888'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2123 ***********************************************************************
 LB2123  DESIGNATION -  L 300
 LB2123  PID         -  LB2123
 LB2123  STATE/COUNTY-  IL/VERMILION
 LB2123  USGS QUAD   -  DANVILLE SW (1978)
 LB2123
 LB2123                         *CURRENT SURVEY CONTROL
 LB2123  ___________________________________________________________________
 LB2123* NAD 83(1986)-  40 05 52.     (N)    087 39 49.     (W)     SCALED    
 LB2123* NAVD 88     -       195.550  (meters)     641.57   (feet)  ADJUSTED  
 LB2123  ___________________________________________________________________
 LB2123  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LB2123  DYNAMIC HT  -         195.453 (meters)     641.25  (feet)  COMP
 LB2123  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 LB2123
 LB2123  VERT ORDER  -  FIRST     CLASS II
 LB2123
 LB2123.The horizontal coordinates were scaled from a topographic map and have
 LB2123.an estimated accuracy of +/- 6 seconds.
 LB2123
 LB2123.The orthometric height was determined by differential leveling
 LB2123.and adjusted by the National Geodetic Survey in June 1991..
 LB2123
 LB2123.The geoid height was determined by GEOID03.
 LB2123
 LB2123.The dynamic height is computed by dividing the NAVD 88
 LB2123.geopotential number by the normal gravity value computed on the
 LB2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2123.degrees latitude (g = 980.6199 gals.).
 LB2123
 LB2123.The modeled gravity was interpolated from observed gravity values.
 LB2123
 LB2123;                    North         East    Units  Estimated Accuracy
 LB2123;SPC IL E     -   381,070.      357,110.      MT  (+/- 180 meters Scaled)
 LB2123
 LB2123                          SUPERSEDED SURVEY CONTROL
 LB2123
 LB2123.No superseded survey control is available for this station.
 LB2123
 LB2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK434388(NAD 83)
 LB2123_MARKER: I = METAL ROD
 LB2123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2123_SP_SET: STAINLESS STEEL ROD
 LB2123_STAMPING: L 300 1986
 LB2123_MARK LOGO: NGS   
 LB2123_PROJECTION: RECESSED 3 CENTIMETERS
 LB2123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2123_ROD/PIPE-DEPTH: 6.7  meters
 LB2123
 LB2123  HISTORY     - Date     Condition        Report By
 LB2123  HISTORY     - 1986     MONUMENTED       NGS
 LB2123
 LB2123                          STATION DESCRIPTION
 LB2123
 LB2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2123'4.6 KM (2.85 MI) SW FROM DANVILLE.
 LB2123'1.5 KM (0.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LB2123'WITH U.S. HIGHWAY 136 IN DANVILLE, THENCE 3.1 KM (1.95 MI)
 LB2123'SOUTHWESTERLY ALONG COUNTY ROAD 506, 11.5 M (37.7 FT) SOUTH OF THE
 LB2123'CENTERLINE OF THE ROAD, 8.2 M (26.9 FT) WEST OF THE CENTER OF THE MAIN
 LB2123'ENTRANCE TO THE VERMILION MANOR NURSING HOME, AND 1.3 M (4.3 FT) EAST
 LB2123'OF A UTILITY POLE WITH A STREET LIGHT.  NOTE--ACCESS TO DATUM POINT IS
 LB2123'HAD THROUGH A 5-INCH LOGO CAP.
 LB2123'THE MARK IS 1.4 METERS  W FROM  A WITNESS POST
 LB2123'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1650 ***********************************************************************
 LC1650  DESIGNATION -  L 301
 LC1650  PID         -  LC1650
 LC1650  STATE/COUNTY-  IL/CHAMPAIGN
 LC1650  USGS QUAD   -  URBANA (1975)
 LC1650
 LC1650                         *CURRENT SURVEY CONTROL
 LC1650  ___________________________________________________________________
 LC1650* NAD 83(1986)-  40 03 30.     (N)    088 09 42.     (W)     SCALED    
 LC1650* NAVD 88     -       210.746  (meters)     691.42   (feet)  ADJUSTED  
 LC1650  ___________________________________________________________________
 LC1650  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LC1650  DYNAMIC HT  -         210.638 (meters)     691.07  (feet)  COMP
 LC1650  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 LC1650
 LC1650  VERT ORDER  -  FIRST     CLASS II
 LC1650
 LC1650.The horizontal coordinates were scaled from a topographic map and have
 LC1650.an estimated accuracy of +/- 6 seconds.
 LC1650
 LC1650.The orthometric height was determined by differential leveling
 LC1650.and adjusted by the National Geodetic Survey in June 1991..
 LC1650
 LC1650.The geoid height was determined by GEOID03.
 LC1650
 LC1650.The dynamic height is computed by dividing the NAVD 88
 LC1650.geopotential number by the normal gravity value computed on the
 LC1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1650.degrees latitude (g = 980.6199 gals.).
 LC1650
 LC1650.The modeled gravity was interpolated from observed gravity values.
 LC1650
 LC1650;                    North         East    Units  Estimated Accuracy
 LC1650;SPC IL E     -   376,490.      314,650.      MT  (+/- 180 meters Scaled)
 LC1650
 LC1650                          SUPERSEDED SURVEY CONTROL
 LC1650
 LC1650.No superseded survey control is available for this station.
 LC1650
 LC1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK009348(NAD 83)
 LC1650_MARKER: I = METAL ROD
 LC1650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1650_SP_SET: STAINLESS STEEL ROD
 LC1650_STAMPING: L 301 1986
 LC1650_MARK LOGO: NGS   
 LC1650_PROJECTION: FLUSH
 LC1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1650+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 LC1650_ROD/PIPE-DEPTH: 9.8  meters
 LC1650
 LC1650  HISTORY     - Date     Condition        Report By
 LC1650  HISTORY     - 1986     MONUMENTED       NGS
 LC1650  HISTORY     - 20051205 GOOD             ILDT
 LC1650
 LC1650                          STATION DESCRIPTION
 LC1650
 LC1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1650'9.8 KM (6.1 MI) SOUTH FROM URBANA.
 LC1650'9.8 KM (6.1 MI) SOUTHERLY ALONG STATE HIGHWAY 130 FROM ITS JUNCTION
 LC1650'WITH U.S. HIGHWAY 150 IN URBANA, 0.4 KM (0.25 MI) NORTH OF THE
 LC1650'INTERSECTION OF DEERS ROAD, 24.4 M (80.1 FT) EAST OF THE CENTERLINE OF
 LC1650'THE HIGHWAY, 22.5 M (73.8 FT) SOUTH-SOUTHEAST OF THE NORTH END OF A
 LC1650'4-FT METAL CULVERT, 8.2 M (26.9 FT) SOUTH OF THE EXTENDED CENTER OF A
 LC1650'NARROW TRACK ROAD, AND 2.8 M (9.2 FT) NORTHEAST OF THE SOUTH END OF
 LC1650'THE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LC1650'CAP.
 LC1650'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 LC1650'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 LC1650
 LC1650                          STATION RECOVERY (2005)
 LC1650
 LC1650'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0442 ***********************************************************************
 LD0442  DESIGNATION -  L 32
 LD0442  PID         -  LD0442
 LD0442  STATE/COUNTY-  IL/WARREN
 LD0442  USGS QUAD   -  MONMOUTH (1982)
 LD0442
 LD0442                         *CURRENT SURVEY CONTROL
 LD0442  ___________________________________________________________________
 LD0442* NAD 83(1986)-  40 54 17.     (N)    090 38 31.     (W)     SCALED    
 LD0442* NAVD 88     -       235.527  (meters)     772.72   (feet)  ADJUSTED  
 LD0442  ___________________________________________________________________
 LD0442  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0442  DYNAMIC HT  -         235.421 (meters)     772.38  (feet)  COMP
 LD0442  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 LD0442
 LD0442  VERT ORDER  -  SECOND    CLASS 0
 LD0442
 LD0442.The horizontal coordinates were scaled from a topographic map and have
 LD0442.an estimated accuracy of +/- 6 seconds.
 LD0442
 LD0442.The orthometric height was determined by differential leveling
 LD0442.and adjusted by the National Geodetic Survey in June 1991..
 LD0442
 LD0442.The geoid height was determined by GEOID03.
 LD0442
 LD0442.The dynamic height is computed by dividing the NAVD 88
 LD0442.geopotential number by the normal gravity value computed on the
 LD0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0442.degrees latitude (g = 980.6199 gals.).
 LD0442
 LD0442.The modeled gravity was interpolated from observed gravity values.
 LD0442
 LD0442;                    North         East    Units  Estimated Accuracy
 LD0442;SPC IL W     -   470,550.      659,960.      MT  (+/- 180 meters Scaled)
 LD0442
 LD0442                          SUPERSEDED SURVEY CONTROL
 LD0442
 LD0442  NGVD 29 (??/??/92)  235.582  (m)          772.91   (f) ADJ UNCH    2 0
 LD0442
 LD0442.Superseded values are not recommended for survey control.
 LD0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0442.See file dsdata.txt to determine how the superseded data were derived.
 LD0442
 LD0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF986308(NAD 83)
 LD0442_MARKER: DB = BENCH MARK DISK
 LD0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0442_STAMPING: L 32 1934
 LD0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0442+STABILITY: SURFACE MOTION
 LD0442
 LD0442  HISTORY     - Date     Condition        Report By
 LD0442  HISTORY     - 1934     MONUMENTED       CGS
 LD0442  HISTORY     - 1943     GOOD             NGS
 LD0442  HISTORY     - 1979     MARK NOT FOUND   USGS
 LD0442  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0442
 LD0442                          STATION DESCRIPTION
 LD0442
 LD0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0442'AT MONMOUTH.
 LD0442'AT MONMOUTH, WARREN COUNTY, ON THE CHICAGO, BURLINGTON AND
 LD0442'QUINCY RAILROAD, AT THE CROSSING OF SOUTH FIFTH STREET, 43 FEET
 LD0442'SOUTH OF THE CENTERLINE OF THE SOUTH MAIN TRACK, 36 FEET EAST
 LD0442'OF THE CENTERLINE OF THE STREET, AND 3 FEET NORTHEAST OF A POLE.
 LD0442'A STANDARD DISK, STAMPED L 32 1934 AND SET IN THE TOP OF A
 LD0442'CONCRETE POST.
 LD0442
 LD0442                          STATION RECOVERY (1979)
 LD0442
 LD0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LD0442'MARK NOT FOUND.
 LD0442
 LD0442                          STATION RECOVERY (2001)
 LD0442
 LD0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0442'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0507 ***********************************************************************
 LD0507  DESIGNATION -  L 33
 LD0507  PID         -  LD0507
 LD0507  STATE/COUNTY-  IL/HANCOCK
 LD0507  USGS QUAD   -  LOMAX (1964)
 LD0507
 LD0507                         *CURRENT SURVEY CONTROL
 LD0507  ___________________________________________________________________
 LD0507* NAD 83(1986)-  40 38 06.     (N)    091 02 03.     (W)     SCALED    
 LD0507* NAVD 88     -       209.496  (meters)     687.32   (feet)  ADJUSTED  
 LD0507  ___________________________________________________________________
 LD0507  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LD0507  DYNAMIC HT  -         209.396 (meters)     686.99  (feet)  COMP
 LD0507  MODELED GRAV-     980,139.6   (mgal)                       NAVD 88
 LD0507
 LD0507  VERT ORDER  -  SECOND    CLASS 0
 LD0507
 LD0507.The horizontal coordinates were scaled from a topographic map and have
 LD0507.an estimated accuracy of +/- 6 seconds.
 LD0507
 LD0507.The orthometric height was determined by differential leveling
 LD0507.and adjusted by the National Geodetic Survey in June 1991..
 LD0507
 LD0507.The geoid height was determined by GEOID03.
 LD0507
 LD0507.The dynamic height is computed by dividing the NAVD 88
 LD0507.geopotential number by the normal gravity value computed on the
 LD0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0507.degrees latitude (g = 980.6199 gals.).
 LD0507
 LD0507.The modeled gravity was interpolated from observed gravity values.
 LD0507
 LD0507;                    North         East    Units  Estimated Accuracy
 LD0507;SPC IL W     -   440,860.      626,620.      MT  (+/- 180 meters Scaled)
 LD0507
 LD0507                          SUPERSEDED SURVEY CONTROL
 LD0507
 LD0507  NGVD 29 (??/??/92)  209.548  (m)          687.49   (f) ADJ UNCH    2 0
 LD0507
 LD0507.Superseded values are not recommended for survey control.
 LD0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0507.See file dsdata.txt to determine how the superseded data were derived.
 LD0507
 LD0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF662000(NAD 83)
 LD0507_MARKER: DB = BENCH MARK DISK
 LD0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0507_STAMPING: L 33 1934
 LD0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0507+STABILITY: SURFACE MOTION
 LD0507
 LD0507  HISTORY     - Date     Condition        Report By
 LD0507  HISTORY     - 1934     MONUMENTED       CGS
 LD0507
 LD0507                          STATION DESCRIPTION
 LD0507
 LD0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0507'5.4 MI NW FROM LA HARPE.
 LD0507'5.4 MILES NORTHWEST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD
 LD0507'FROM THE STATION AT LA HARPE, HANCOCK COUNTY, 3 POLES SOUTHEAST
 LD0507'OF MILEPOST 201, 57 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 LD0507'15 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND ABOUT
 LD0507'18 INCHES ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED
 LD0507'L 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0286 ***********************************************************************
 LD0286  DESIGNATION -  L 34
 LD0286  PID         -  LD0286
 LD0286  STATE/COUNTY-  IL/FULTON
 LD0286  USGS QUAD   -  SMITHFIELD (1948)
 LD0286
 LD0286                         *CURRENT SURVEY CONTROL
 LD0286  ___________________________________________________________________
 LD0286* NAD 83(1986)-  40 29 03.     (N)    090 22 11.     (W)     SCALED    
 LD0286* NAVD 88     -       154.471  (meters)     506.79   (feet)  ADJUSTED  
 LD0286  ___________________________________________________________________
 LD0286  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0286  DYNAMIC HT  -         154.395 (meters)     506.54  (feet)  COMP
 LD0286  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 LD0286
 LD0286  VERT ORDER  -  SECOND    CLASS 0
 LD0286
 LD0286.The horizontal coordinates were scaled from a topographic map and have
 LD0286.an estimated accuracy of +/- 6 seconds.
 LD0286
 LD0286.The orthometric height was determined by differential leveling
 LD0286.and adjusted by the National Geodetic Survey in June 1991..
 LD0286
 LD0286.The geoid height was determined by GEOID03.
 LD0286
 LD0286.The dynamic height is computed by dividing the NAVD 88
 LD0286.geopotential number by the normal gravity value computed on the
 LD0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0286.degrees latitude (g = 980.6199 gals.).
 LD0286
 LD0286.The modeled gravity was interpolated from observed gravity values.
 LD0286
 LD0286;                    North         East    Units  Estimated Accuracy
 LD0286;SPC IL W     -   423,770.      682,780.      MT  (+/- 180 meters Scaled)
 LD0286
 LD0286                          SUPERSEDED SURVEY CONTROL
 LD0286
 LD0286  NGVD 29 (??/??/92)  154.555  (m)          507.07   (f) ADJ UNCH    2 0
 LD0286
 LD0286.Superseded values are not recommended for survey control.
 LD0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0286.See file dsdata.txt to determine how the superseded data were derived.
 LD0286
 LD0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE229848(NAD 83)
 LD0286_MARKER: DB = BENCH MARK DISK
 LD0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0286_STAMPING: L 34 1934
 LD0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0286+STABILITY: SURFACE MOTION
 LD0286
 LD0286  HISTORY     - Date     Condition        Report By
 LD0286  HISTORY     - 1934     MONUMENTED       CGS
 LD0286
 LD0286                          STATION DESCRIPTION
 LD0286
 LD0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0286'1.3 MI W FROM SEVILLE.
 LD0286'1.3 MILES WEST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD FROM
 LD0286'THE STATION AT SEVILLE, FULTON COUNTY, AT POLE 159+04, 18 FEET
 LD0286'SOUTHEAST OF A POINT 30 FEET SOUTHWEST OF THE CENTER OF A ROAD
 LD0286'CROSSING, 6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 LD0286'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 34 1934
 LD0286'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0317 ***********************************************************************
 LD0317  DESIGNATION -  L 35
 LD0317  PID         -  LD0317
 LD0317  STATE/COUNTY-  IL/MASON
 LD0317  USGS QUAD   -  HAVANA (1947)
 LD0317
 LD0317                         *CURRENT SURVEY CONTROL
 LD0317  ___________________________________________________________________
 LD0317* NAD 83(1986)-  40 16 29.     (N)    090 03 04.     (W)     SCALED    
 LD0317* NAVD 88     -       146.232  (meters)     479.76   (feet)  ADJUSTED  
 LD0317  ___________________________________________________________________
 LD0317  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LD0317  DYNAMIC HT  -         146.159 (meters)     479.52  (feet)  COMP
 LD0317  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 LD0317
 LD0317  VERT ORDER  -  SECOND    CLASS 0
 LD0317
 LD0317.The horizontal coordinates were scaled from a topographic map and have
 LD0317.an estimated accuracy of +/- 6 seconds.
 LD0317
 LD0317.The orthometric height was determined by differential leveling
 LD0317.and adjusted by the National Geodetic Survey in June 1991..
 LD0317
 LD0317.The geoid height was determined by GEOID03.
 LD0317
 LD0317.The dynamic height is computed by dividing the NAVD 88
 LD0317.geopotential number by the normal gravity value computed on the
 LD0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0317.degrees latitude (g = 980.6199 gals.).
 LD0317
 LD0317.The modeled gravity was interpolated from observed gravity values.
 LD0317
 LD0317;                    North         East    Units  Estimated Accuracy
 LD0317;SPC IL W     -   400,500.      709,830.      MT  (+/- 180 meters Scaled)
 LD0317
 LD0317                          SUPERSEDED SURVEY CONTROL
 LD0317
 LD0317  NGVD 29 (??/??/92)  146.327  (m)          480.07   (f) ADJ UNCH    2 0
 LD0317
 LD0317.Superseded values are not recommended for survey control.
 LD0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0317.See file dsdata.txt to determine how the superseded data were derived.
 LD0317
 LD0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE507624(NAD 83)
 LD0317_MARKER: DB = BENCH MARK DISK
 LD0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0317_STAMPING: L 35 1934
 LD0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0317+STABILITY: SURFACE MOTION
 LD0317
 LD0317  HISTORY     - Date     Condition        Report By
 LD0317  HISTORY     - 1934     MONUMENTED       CGS
 LD0317
 LD0317                          STATION DESCRIPTION
 LD0317
 LD0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0317'1.7 MI SE FROM HAVANA.
 LD0317'1.7 MILES SOUTHEAST ALONG THE CHICAGO AND ILLINOIS MIDLAND
 LD0317'RAILWAY FROM THE FREIGHT STATION AT HAVANA, MASON COUNTY, 8 POLES
 LD0317'NORTH OF MILEPOST 43, AT PUBLIC-ROAD CROSSING 427, 21 FEET EAST
 LD0317'OF THE CENTERLINE OF THE TRACK, 18 FEET SOUTH OF THE CENTERLINE
 LD0317'OF THE ROAD, 8 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER, AND
 LD0317'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 35 1934
 LD0317'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1001 ***********************************************************************
 KB1001  DESIGNATION -  L 36
 KB1001  PID         -  KB1001
 KB1001  STATE/COUNTY-  IL/SANGAMON
 KB1001  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB1001
 KB1001                         *CURRENT SURVEY CONTROL
 KB1001  ___________________________________________________________________
 KB1001* NAD 83(1986)-  39 48 16.     (N)    089 37 47.     (W)     SCALED    
 KB1001* NAVD 88     -       183.878  (meters)     603.27   (feet)  ADJUSTED  
 KB1001  ___________________________________________________________________
 KB1001  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KB1001  DYNAMIC HT  -         183.777 (meters)     602.94  (feet)  COMP
 KB1001  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 KB1001
 KB1001  VERT ORDER  -  SECOND    CLASS 0
 KB1001
 KB1001.The horizontal coordinates were scaled from a topographic map and have
 KB1001.an estimated accuracy of +/- 6 seconds.
 KB1001
 KB1001.The orthometric height was determined by differential leveling
 KB1001.and adjusted by the National Geodetic Survey in June 1991..
 KB1001
 KB1001.The geoid height was determined by GEOID03.
 KB1001
 KB1001.The dynamic height is computed by dividing the NAVD 88
 KB1001.geopotential number by the normal gravity value computed on the
 KB1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1001.degrees latitude (g = 980.6199 gals.).
 KB1001
 KB1001.The modeled gravity was interpolated from observed gravity values.
 KB1001
 KB1001;                    North         East    Units  Estimated Accuracy
 KB1001;SPC IL W     -   348,410.      745,980.      MT  (+/- 180 meters Scaled)
 KB1001
 KB1001                          SUPERSEDED SURVEY CONTROL
 KB1001
 KB1001  NGVD 29 (??/??/92)  183.974  (m)          603.59   (f) ADJ UNCH    2 0
 KB1001
 KB1001.Superseded values are not recommended for survey control.
 KB1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1001.See file dsdata.txt to determine how the superseded data were derived.
 KB1001
 KB1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK748093(NAD 83)
 KB1001_MARKER: DB = BENCH MARK DISK
 KB1001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB1001_SP_SET: BUILDING
 KB1001_STAMPING: L 36 1934
 KB1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB1001
 KB1001  HISTORY     - Date     Condition        Report By
 KB1001  HISTORY     - 1934     MONUMENTED       CGS
 KB1001  HISTORY     - 1958     GOOD             NGS
 KB1001
 KB1001                          STATION DESCRIPTION
 KB1001
 KB1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KB1001'AT SPRINGFIELD.
 KB1001'AT SPRINGFIELD, AT THE ILLINOIS CENTRAL RAILROAD STATION (USED
 KB1001'ALSO BY THE CHICAGO AND ILLINOIS MIDLAND RAILWAY), IN THE NORTH
 KB1001'WALL, 8 FEET EAST OF THE BAGGAGE-ROOM DOOR, 2 FEET WEST OF THE
 KB1001'NORTHEAST CORNER OF THE BUILDING, AND ABOUT 4 FEET ABOVE THE
 KB1001'TRACK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1158 ***********************************************************************
 LC1158  DESIGNATION -  L 38
 LC1158  PID         -  LC1158
 LC1158  STATE/COUNTY-  IL/LOGAN
 LC1158  USGS QUAD   -  LINCOLN EAST (1980)
 LC1158
 LC1158                         *CURRENT SURVEY CONTROL
 LC1158  ___________________________________________________________________
 LC1158* NAD 83(1986)-  40 08 45.     (N)    089 21 41.     (W)     SCALED    
 LC1158* NAVD 88     -       180.852  (meters)     593.35   (feet)  ADJUSTED  
 LC1158  ___________________________________________________________________
 LC1158  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1158  DYNAMIC HT  -         180.759 (meters)     593.04  (feet)  COMP
 LC1158  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 LC1158
 LC1158  VERT ORDER  -  SECOND    CLASS 0
 LC1158
 LC1158.The horizontal coordinates were scaled from a topographic map and have
 LC1158.an estimated accuracy of +/- 6 seconds.
 LC1158
 LC1158.The orthometric height was determined by differential leveling
 LC1158.and adjusted by the National Geodetic Survey in June 1991..
 LC1158
 LC1158.The geoid height was determined by GEOID03.
 LC1158
 LC1158.The dynamic height is computed by dividing the NAVD 88
 LC1158.geopotential number by the normal gravity value computed on the
 LC1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1158.degrees latitude (g = 980.6199 gals.).
 LC1158
 LC1158.The modeled gravity was interpolated from observed gravity values.
 LC1158
 LC1158;                    North         East    Units  Estimated Accuracy
 LC1158;SPC IL W     -   386,490.      768,620.      MT  (+/- 180 meters Scaled)
 LC1158
 LC1158                          SUPERSEDED SURVEY CONTROL
 LC1158
 LC1158  NGVD 29 (??/??/92)  180.936  (m)          593.62   (f) ADJ UNCH    2 0
 LC1158
 LC1158.Superseded values are not recommended for survey control.
 LC1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1158.See file dsdata.txt to determine how the superseded data were derived.
 LC1158
 LC1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK988466(NAD 83)
 LC1158_MARKER: DB = BENCH MARK DISK
 LC1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1158_SP_SET: LIMESTONE BASE OF COLONADE
 LC1158_STAMPING: L 38 1934
 LC1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1158
 LC1158  HISTORY     - Date     Condition        Report By
 LC1158  HISTORY     - 1934     MONUMENTED       CGS
 LC1158
 LC1158                          STATION DESCRIPTION
 LC1158
 LC1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1158'AT LINCOLN.
 LC1158'AT LINCOLN, LOGAN COUNTY, AT THE FRONT ENTRANCE TO THE POST
 LC1158'OFFICE, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE LIMESTONE
 LC1158'BASE OF THE NORTH COLONADE.  A STANDARD DISK, STAMPED L 38 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1817 ***********************************************************************
 LB1817  DESIGNATION -  L 40
 LB1817  PID         -  LB1817
 LB1817  STATE/COUNTY-  IL/VERMILION
 LB1817  USGS QUAD   -  RANKIN (1984)
 LB1817
 LB1817                         *CURRENT SURVEY CONTROL
 LB1817  ___________________________________________________________________
 LB1817* NAD 83(1986)-  40 27 53.     (N)    087 53 50.     (W)     SCALED    
 LB1817* NAVD 88     -       219.319  (meters)     719.55   (feet)  ADJUSTED  
 LB1817  ___________________________________________________________________
 LB1817  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LB1817  DYNAMIC HT  -         219.213 (meters)     719.20  (feet)  COMP
 LB1817  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 LB1817
 LB1817  VERT ORDER  -  SECOND    CLASS 0
 LB1817
 LB1817.The horizontal coordinates were scaled from a topographic map and have
 LB1817.an estimated accuracy of +/- 6 seconds.
 LB1817
 LB1817.The orthometric height was determined by differential leveling
 LB1817.and adjusted by the National Geodetic Survey in June 1991..
 LB1817
 LB1817.The geoid height was determined by GEOID03.
 LB1817
 LB1817.The dynamic height is computed by dividing the NAVD 88
 LB1817.geopotential number by the normal gravity value computed on the
 LB1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1817.degrees latitude (g = 980.6199 gals.).
 LB1817
 LB1817.The modeled gravity was interpolated from observed gravity values.
 LB1817
 LB1817;                    North         East    Units  Estimated Accuracy
 LB1817;SPC IL E     -   421,690.      336,990.      MT  (+/- 180 meters Scaled)
 LB1817
 LB1817                          SUPERSEDED SURVEY CONTROL
 LB1817
 LB1817  NGVD 29 (??/??/92)  219.378  (m)          719.74   (f) ADJ UNCH    2 0
 LB1817
 LB1817.Superseded values are not recommended for survey control.
 LB1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1817.See file dsdata.txt to determine how the superseded data were derived.
 LB1817
 LB1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK239797(NAD 83)
 LB1817_MARKER: DB = BENCH MARK DISK
 LB1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1817_STAMPING: L 40 1935
 LB1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1817+STABILITY: SURFACE MOTION
 LB1817
 LB1817  HISTORY     - Date     Condition        Report By
 LB1817  HISTORY     - 1935     MONUMENTED       CGS
 LB1817  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 LB1817
 LB1817                          STATION DESCRIPTION
 LB1817
 LB1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1817'AT RANKIN.
 LB1817'AT RANKIN, VERMILION COUNTY, ON THE NEW YORK, CHICAGO AND
 LB1817'ST. LOUIS RAILROAD, 144 FEET WEST OF THE STATION, AT THE CROSSING
 LB1817'OF STATE HIGHWAY 49, 42 FEET WEST OF THE CENTERLINE OF THE
 LB1817'HIGHWAY, 36 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4 FEET
 LB1817'WEST OF THE WEST EDGE OF A SIDEWALK, 4 FEET NORTH OF A POLE,
 LB1817'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 40 1935
 LB1817'AND SET IN THE TOP OF A CONCRETE POST.
 LB1817
 LB1817                          STATION RECOVERY (1973)
 LB1817
 LB1817'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LB1817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1948 ***********************************************************************
 LB1948  DESIGNATION -  L 41
 LB1948  PID         -  LB1948
 LB1948  STATE/COUNTY-  IL/IROQUOIS
 LB1948  USGS QUAD   -  WATSEKA (1964)
 LB1948
 LB1948                         *CURRENT SURVEY CONTROL
 LB1948  ___________________________________________________________________
 LB1948* NAD 83(1986)-  40 46 32.     (N)    087 42 50.     (W)     SCALED    
 LB1948* NAVD 88     -       194.637  (meters)     638.57   (feet)  ADJUSTED  
 LB1948  ___________________________________________________________________
 LB1948  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LB1948  DYNAMIC HT  -         194.549 (meters)     638.28  (feet)  COMP
 LB1948  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 LB1948
 LB1948  VERT ORDER  -  SECOND    CLASS 0
 LB1948
 LB1948.The horizontal coordinates were scaled from a topographic map and have
 LB1948.an estimated accuracy of +/- 6 seconds.
 LB1948
 LB1948.The orthometric height was determined by differential leveling
 LB1948.and adjusted by the National Geodetic Survey in June 1991..
 LB1948
 LB1948.The geoid height was determined by GEOID03.
 LB1948
 LB1948.The dynamic height is computed by dividing the NAVD 88
 LB1948.geopotential number by the normal gravity value computed on the
 LB1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1948.degrees latitude (g = 980.6199 gals.).
 LB1948
 LB1948.The modeled gravity was interpolated from observed gravity values.
 LB1948
 LB1948;                    North         East    Units  Estimated Accuracy
 LB1948;SPC IL E     -   456,300.      352,290.      MT  (+/- 180 meters Scaled)
 LB1948
 LB1948                          SUPERSEDED SURVEY CONTROL
 LB1948
 LB1948  NGVD 29 (??/??/92)  194.706  (m)          638.80   (f) ADJ UNCH    2 0
 LB1948
 LB1948.Superseded values are not recommended for survey control.
 LB1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1948.See file dsdata.txt to determine how the superseded data were derived.
 LB1948
 LB1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL397140(NAD 83)
 LB1948_MARKER: DB = BENCH MARK DISK
 LB1948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1948_SP_SET: CULVERT
 LB1948_STAMPING: L 41 1935
 LB1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1948
 LB1948  HISTORY     - Date     Condition        Report By
 LB1948  HISTORY     - 1935     MONUMENTED       CGS
 LB1948
 LB1948                          STATION DESCRIPTION
 LB1948
 LB1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1948'1.2 MI E FROM WATSEKA.
 LB1948'1.2 MILES EAST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD
 LB1948'FROM THE STATION AT WATSEKA, IROQUOIS COUNTY, 2 POLES EAST OF
 LB1948'MILEPOST 10, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A
 LB1948'CULVERT UNDER U.S. HIGHWAY 24, IN THE TOP OF THE SOUTH HEADWALL,
 LB1948'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB1948'L 41 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2713 ***********************************************************************
 LB2713  DESIGNATION -  L 41 RESET
 LB2713  PID         -  LB2713
 LB2713  STATE/COUNTY-  IL/IROQUOIS
 LB2713  USGS QUAD   -  WATSEKA (1964)
 LB2713
 LB2713                         *CURRENT SURVEY CONTROL
 LB2713  ___________________________________________________________________
 LB2713* NAD 83(1986)-  40 46 32.     (N)    087 42 50.     (W)     SCALED    
 LB2713* NAVD 88     -       194.55   (meters)     638.3    (feet)  RESET     
 LB2713  ___________________________________________________________________
 LB2713  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LB2713
 LB2713  VERT ORDER  -  THIRD
 LB2713
 LB2713.The horizontal coordinates were scaled from a topographic map and have
 LB2713.an estimated accuracy of +/- 6 seconds.
 LB2713
 LB2713.The orthometric height was computed from unverified reset data.
 LB2713.No vertical observational check was made to the station.
 LB2713
 LB2713.The geoid height was determined by GEOID03.
 LB2713
 LB2713;                    North         East    Units  Estimated Accuracy
 LB2713;SPC IL E     -   456,300.      352,290.      MT  (+/- 180 meters Scaled)
 LB2713
 LB2713                          SUPERSEDED SURVEY CONTROL
 LB2713
 LB2713  NGVD 29 (03/28/06)  194.62   (m)          638.5    (f) RESET       3  
 LB2713
 LB2713.Superseded values are not recommended for survey control.
 LB2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2713.See file dsdata.txt to determine how the superseded data were derived.
 LB2713
 LB2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL397140(NAD 83)
 LB2713_MARKER: DV = VERTICAL CONTROL DISK
 LB2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2713_SP_SET: CONCRETE POST
 LB2713_STAMPING: L 41 RESET 1990
 LB2713_MARK LOGO: NGS   
 LB2713_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB2713+STABILITY: SURFACE MOTION
 LB2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2713+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LB2713
 LB2713  HISTORY     - Date     Condition        Report By
 LB2713  HISTORY     - 1990     MONUMENTED       ILDT
 LB2713
 LB2713                          STATION DESCRIPTION
 LB2713
 LB2713'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1990
 LB2713'ABOUT 1.1 MI (1.8 KM) EAST ALONG U. S. ROUTE 24 FROM THE POST OFFICE
 LB2713'AT WATSEKA, 2 POLES EAST OF MILEPOST 10 ON THE TOLEDO, PEORIA, AND
 LB2713'WESTERN RAILROAD, 18.3 M (60.0 FT) NORTH OF THE CENTERLINE OF THE
 LB2713'TRACK, 7.2 M (23.6 FT) SOUTH OF THE CENTERLINE OF ROUTE 24, SET IN
 LB2713'THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0359 ***********************************************************************
 LD0359  DESIGNATION -  L 43
 LD0359  PID         -  LD0359
 LD0359  STATE/COUNTY-  IL/FULTON
 LD0359  USGS QUAD   -  ST DAVID (1947)
 LD0359
 LD0359                         *CURRENT SURVEY CONTROL
 LD0359  ___________________________________________________________________
 LD0359* NAD 83(1986)-  40 27 04.     (N)    090 07 29.     (W)     SCALED    
 LD0359* NAVD 88     -       186.993  (meters)     613.49   (feet)  ADJUSTED  
 LD0359  ___________________________________________________________________
 LD0359  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LD0359  DYNAMIC HT  -         186.901 (meters)     613.19  (feet)  COMP
 LD0359  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 LD0359
 LD0359  VERT ORDER  -  SECOND    CLASS 0
 LD0359
 LD0359.The horizontal coordinates were scaled from a topographic map and have
 LD0359.an estimated accuracy of +/- 6 seconds.
 LD0359
 LD0359.The orthometric height was determined by differential leveling
 LD0359.and adjusted by the National Geodetic Survey in June 1991..
 LD0359
 LD0359.The geoid height was determined by GEOID03.
 LD0359
 LD0359.The dynamic height is computed by dividing the NAVD 88
 LD0359.geopotential number by the normal gravity value computed on the
 LD0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0359.degrees latitude (g = 980.6199 gals.).
 LD0359
 LD0359.The modeled gravity was interpolated from observed gravity values.
 LD0359
 LD0359;                    North         East    Units  Estimated Accuracy
 LD0359;SPC IL W     -   420,080.      703,560.      MT  (+/- 180 meters Scaled)
 LD0359
 LD0359                          SUPERSEDED SURVEY CONTROL
 LD0359
 LD0359  NGVD 29 (??/??/92)  187.078  (m)          613.77   (f) ADJ UNCH    2 0
 LD0359
 LD0359.Superseded values are not recommended for survey control.
 LD0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0359.See file dsdata.txt to determine how the superseded data were derived.
 LD0359
 LD0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE438817(NAD 83)
 LD0359_MARKER: DB = BENCH MARK DISK
 LD0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0359_STAMPING: L 43 1935
 LD0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0359+STABILITY: SURFACE MOTION
 LD0359
 LD0359  HISTORY     - Date     Condition        Report By
 LD0359  HISTORY     - 1935     MONUMENTED       CGS
 LD0359  HISTORY     - 1942     GOOD             NGS
 LD0359
 LD0359                          STATION DESCRIPTION
 LD0359
 LD0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0359'1.7 MI SW FROM BRYANT.
 LD0359'1.7 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0359'RAILROAD FROM THE STATION AT BRYANT, FULTON COUNTY, MIDWAY
 LD0359'BETWEEN POLES 73+02 AND 73+03, 42 FEET SOUTHEAST OF A POINT 21
 LD0359'FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 3 FEET NORTHWEST
 LD0359'OF THE RIGHT-OF-WAY FENCE, AND 3 FEET LOWER THAN THE TRACK.  A
 LD0359'STANDARD DISK, STAMPED L 43 1935 AND SET IN THE TOP OF A CONCRETE
 LD0359'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1403 ***********************************************************************
 LC1403  DESIGNATION -  L 44
 LC1403  PID         -  LC1403
 LC1403  STATE/COUNTY-  IL/PEORIA
 LC1403  USGS QUAD   -  ELMWOOD (1982)
 LC1403
 LC1403                         *CURRENT SURVEY CONTROL
 LC1403  ___________________________________________________________________
 LC1403* NAD 83(1986)-  40 48 52.     (N)    089 54 10.     (W)     SCALED    
 LC1403* NAVD 88     -       199.640  (meters)     654.99   (feet)  ADJUSTED  
 LC1403  ___________________________________________________________________
 LC1403  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LC1403  DYNAMIC HT  -         199.549 (meters)     654.69  (feet)  COMP
 LC1403  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 LC1403
 LC1403  VERT ORDER  -  SECOND    CLASS 0
 LC1403
 LC1403.The horizontal coordinates were scaled from a topographic map and have
 LC1403.an estimated accuracy of +/- 6 seconds.
 LC1403
 LC1403.The orthometric height was determined by differential leveling
 LC1403.and adjusted by the National Geodetic Survey in June 1991..
 LC1403
 LC1403.The geoid height was determined by GEOID03.
 LC1403
 LC1403.The dynamic height is computed by dividing the NAVD 88
 LC1403.geopotential number by the normal gravity value computed on the
 LC1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1403.degrees latitude (g = 980.6199 gals.).
 LC1403
 LC1403.The modeled gravity was interpolated from observed gravity values.
 LC1403
 LC1403;                    North         East    Units  Estimated Accuracy
 LC1403;SPC IL W     -   460,450.      722,260.      MT  (+/- 180 meters Scaled)
 LC1403
 LC1403                          SUPERSEDED SURVEY CONTROL
 LC1403
 LC1403  NGVD 29 (??/??/92)  199.729  (m)          655.28   (f) ADJ UNCH    2 0
 LC1403
 LC1403.Superseded values are not recommended for survey control.
 LC1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1403.See file dsdata.txt to determine how the superseded data were derived.
 LC1403
 LC1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL551222(NAD 83)
 LC1403_MARKER: DB = BENCH MARK DISK
 LC1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1403_STAMPING: L 44 1935
 LC1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1403+STABILITY: SURFACE MOTION
 LC1403
 LC1403  HISTORY     - Date     Condition        Report By
 LC1403  HISTORY     - 1935     MONUMENTED       CGS
 LC1403  HISTORY     - 1959     GOOD             NGS
 LC1403  HISTORY     - 1977     MARK NOT FOUND   USGS
 LC1403  HISTORY     - 19990221 MARK NOT FOUND   USPSQD
 LC1403
 LC1403                          STATION DESCRIPTION
 LC1403
 LC1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC1403'2.4 MI SW FROM BRIMFIELD.
 LC1403'ABOUT 2.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LC1403'RAILROAD FROM THE STATION AT BRIMFIELD, AT A GRAVEL ROAD CROSSING,
 LC1403'35 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 30 FEET
 LC1403'SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET NORTHWEST OF A FENCE, 38
 LC1403'FEET WEST-SOUTHWEST OF A POWER POLE, 35 FEET SOUTHEAST OF THE
 LC1403'CENTER LINE OF THE CROSSING, ABOUT LEVEL WITH THE TRACK, SET IN
 LC1403'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC1403
 LC1403                          STATION RECOVERY (1977)
 LC1403
 LC1403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LC1403'MARK NOT FOUND.
 LC1403
 LC1403                          STATION RECOVERY (1999)
 LC1403
 LC1403'RECOVERY NOTE BY US POWER SQUADRON 1999
 LC1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0968 ***********************************************************************
 MF0968  DESIGNATION -  L 45
 MF0968  PID         -  MF0968
 MF0968  STATE/COUNTY-  IL/BUREAU
 MF0968  USGS QUAD   -  BUDA (1983)
 MF0968
 MF0968                         *CURRENT SURVEY CONTROL
 MF0968  ___________________________________________________________________
 MF0968* NAD 83(1986)-  41 19 01.     (N)    089 41 35.     (W)     SCALED    
 MF0968* NAVD 88     -       220.347  (meters)     722.92   (feet)  ADJUSTED  
 MF0968  ___________________________________________________________________
 MF0968  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF0968  DYNAMIC HT  -         220.256 (meters)     722.62  (feet)  COMP
 MF0968  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 MF0968
 MF0968  VERT ORDER  -  SECOND    CLASS 0
 MF0968
 MF0968.The horizontal coordinates were scaled from a topographic map and have
 MF0968.an estimated accuracy of +/- 6 seconds.
 MF0968
 MF0968.The orthometric height was determined by differential leveling
 MF0968.and adjusted by the National Geodetic Survey in June 1991..
 MF0968
 MF0968.The geoid height was determined by GEOID03.
 MF0968
 MF0968.The dynamic height is computed by dividing the NAVD 88
 MF0968.geopotential number by the normal gravity value computed on the
 MF0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0968.degrees latitude (g = 980.6199 gals.).
 MF0968
 MF0968.The modeled gravity was interpolated from observed gravity values.
 MF0968
 MF0968;                    North         East    Units  Estimated Accuracy
 MF0968;SPC IL W     -   516,330.      739,650.      MT  (+/- 180 meters Scaled)
 MF0968
 MF0968                          SUPERSEDED SURVEY CONTROL
 MF0968
 MF0968  NGVD 29 (??/??/92)  220.422  (m)          723.17   (f) ADJ UNCH    2 0
 MF0968
 MF0968.Superseded values are not recommended for survey control.
 MF0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0968.See file dsdata.txt to determine how the superseded data were derived.
 MF0968
 MF0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL745774(NAD 83)
 MF0968_MARKER: DB = BENCH MARK DISK
 MF0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0968_SP_SET: STEP
 MF0968_STAMPING: L 45 1934
 MF0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0968
 MF0968  HISTORY     - Date     Condition        Report By
 MF0968  HISTORY     - 1934     MONUMENTED       CGS
 MF0968  HISTORY     - 1938     GOOD             NGS
 MF0968  HISTORY     - 19951028 GOOD             USPSQD
 MF0968  HISTORY     - 20010509 GOOD             USPSQD
 MF0968  HISTORY     - 20060203 GOOD             USPSQD
 MF0968
 MF0968                          STATION DESCRIPTION
 MF0968
 MF0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MF0968'AT BUDA.
 MF0968'AT BUDA, BUREAU COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 MF0968'AT THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 MF0968'AT OVERPASS 1484-1/2, ON THE BOTTOM STEP AT THE SOUTH END OF THE
 MF0968'EAST CONCRETE BACK WALL, 7 FEET EAST OF THE CENTERLINE OF THE
 MF0968'MAIN TRACK OF THE C. AND NW. RY, AND 1.5 FEET HIGHER THAN THE
 MF0968'TRACK.  A STANDARD DISK, STAMPED L 45 1934.
 MF0968
 MF0968                          STATION RECOVERY (1995)
 MF0968
 MF0968'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0968'RECOVERED IN GOOD CONDITION.
 MF0968
 MF0968                          STATION RECOVERY (2001)
 MF0968
 MF0968'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0968'RECOVERED IN GOOD CONDITION.
 MF0968
 MF0968                          STATION RECOVERY (2006)
 MF0968
 MF0968'RECOVERY NOTE BY US POWER SQUADRON 2006 (TCK)
 MF0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0667 ***********************************************************************
 MF0667  DESIGNATION -  L 46
 MF0667  PID         -  MF0667
 MF0667  STATE/COUNTY-  IL/LEE
 MF0667  USGS QUAD   -  DIXON EAST (1983)
 MF0667
 MF0667                         *CURRENT SURVEY CONTROL
 MF0667  ___________________________________________________________________
 MF0667* NAD 83(1986)-  41 50 19.     (N)    089 29 18.     (W)     SCALED    
 MF0667* NAVD 88     -       211.379  (meters)     693.50   (feet)  ADJUSTED  
 MF0667  ___________________________________________________________________
 MF0667  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0667  DYNAMIC HT  -         211.304 (meters)     693.25  (feet)  COMP
 MF0667  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 MF0667
 MF0667  VERT ORDER  -  SECOND    CLASS 0
 MF0667
 MF0667.The horizontal coordinates were scaled from a topographic map and have
 MF0667.an estimated accuracy of +/- 6 seconds.
 MF0667
 MF0667.The orthometric height was determined by differential leveling
 MF0667.and adjusted by the National Geodetic Survey in June 1991..
 MF0667
 MF0667.The geoid height was determined by GEOID03.
 MF0667
 MF0667.The dynamic height is computed by dividing the NAVD 88
 MF0667.geopotential number by the normal gravity value computed on the
 MF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0667.degrees latitude (g = 980.6199 gals.).
 MF0667
 MF0667.The modeled gravity was interpolated from observed gravity values.
 MF0667
 MF0667;                    North         East    Units  Estimated Accuracy
 MF0667;SPC IL W     -   574,380.      756,340.      MT  (+/- 180 meters Scaled)
 MF0667
 MF0667                          SUPERSEDED SURVEY CONTROL
 MF0667
 MF0667  NGVD 29 (??/??/92)  211.451  (m)          693.74   (f) ADJ UNCH    2 0
 MF0667
 MF0667.Superseded values are not recommended for survey control.
 MF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0667.See file dsdata.txt to determine how the superseded data were derived.
 MF0667
 MF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM933348(NAD 83)
 MF0667_MARKER: DB = BENCH MARK DISK
 MF0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0667_STAMPING: L 46 1934
 MF0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0667+STABILITY: SURFACE MOTION
 MF0667
 MF0667  HISTORY     - Date     Condition        Report By
 MF0667  HISTORY     - 1934     MONUMENTED       CGS
 MF0667  HISTORY     - 1943     GOOD             NGS
 MF0667  HISTORY     - 1981     MARK NOT FOUND   USGS
 MF0667  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 MF0667  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF0667  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF0667
 MF0667                          STATION DESCRIPTION
 MF0667
 MF0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 MF0667'AT DIXON.
 MF0667'AT DIXON, ON THE ILLINOIS CENTRAL RAILROAD, 0.1 MILE SOUTHEAST
 MF0667'OF THE FREIGHT STATION (THE RAILROAD STATION HAS BEEN REMOVED),
 MF0667'AT THE CROSSING OF SEVENTH STREET, 72 FEET EAST OF THE CENTERLINE
 MF0667'OF THE MAIN TRACK, 50 FEET SOUTH OF THE CENTERLINE OF THE STREET,
 MF0667'AND 2 FEET EAST OF A CONCRETE CURB.
 MF0667
 MF0667                          STATION RECOVERY (1981)
 MF0667
 MF0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MF0667'MARK NOT FOUND.
 MF0667
 MF0667                          STATION RECOVERY (1995)
 MF0667
 MF0667'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0667'MARK NOT FOUND.
 MF0667
 MF0667                          STATION RECOVERY (2002)
 MF0667
 MF0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0667'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0667
 MF0667                          STATION RECOVERY (2003)
 MF0667
 MF0667'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0025 ***********************************************************************
 MG0025  DESIGNATION -  L 47
 MG0025  PID         -  MG0025
 MG0025  STATE/COUNTY-  IL/WHITESIDE
 MG0025  USGS QUAD   -  CLINTON (1991)
 MG0025
 MG0025                         *CURRENT SURVEY CONTROL
 MG0025  ___________________________________________________________________
 MG0025* NAD 83(1986)-  41 51 41.     (N)    090 09 41.     (W)     SCALED    
 MG0025* NAVD 88     -       179.367  (meters)     588.47   (feet)  ADJUSTED  
 MG0025  ___________________________________________________________________
 MG0025  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MG0025  DYNAMIC HT  -         179.301 (meters)     588.26  (feet)  COMP
 MG0025  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 MG0025
 MG0025  VERT ORDER  -  SECOND    CLASS 0
 MG0025
 MG0025.The horizontal coordinates were scaled from a topographic map and have
 MG0025.an estimated accuracy of +/- 6 seconds.
 MG0025
 MG0025.The orthometric height was determined by differential leveling
 MG0025.and adjusted by the National Geodetic Survey in June 1991..
 MG0025
 MG0025.The geoid height was determined by GEOID03.
 MG0025
 MG0025.The dynamic height is computed by dividing the NAVD 88
 MG0025.geopotential number by the normal gravity value computed on the
 MG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0025.degrees latitude (g = 980.6199 gals.).
 MG0025
 MG0025.The modeled gravity was interpolated from observed gravity values.
 MG0025
 MG0025;                    North         East    Units  Estimated Accuracy
 MG0025;SPC IL W     -   576,690.      700,440.      MT  (+/- 180 meters Scaled)
 MG0025
 MG0025                          SUPERSEDED SURVEY CONTROL
 MG0025
 MG0025  NGVD 29 (??/??/92)  179.385  (m)          588.53   (f) ADJ UNCH    2 0
 MG0025
 MG0025.Superseded values are not recommended for survey control.
 MG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0025.See file dsdata.txt to determine how the superseded data were derived.
 MG0025
 MG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG356382(NAD 83)
 MG0025_MARKER: DD = SURVEY DISK
 MG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0025_STAMPING: L 47 1934
 MG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0025+STABILITY: SURFACE MOTION
 MG0025
 MG0025  HISTORY     - Date     Condition        Report By
 MG0025  HISTORY     - 1934     MONUMENTED       CGS
 MG0025  HISTORY     - 1966     GOOD             USGS
 MG0025  HISTORY     - 19880429 MARK NOT FOUND   USPSQD
 MG0025  HISTORY     - 19941012 MARK NOT FOUND   USPSQD
 MG0025  HISTORY     - 19990507 MARK NOT FOUND   USPSQD
 MG0025  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 MG0025  HISTORY     - 20050324 MARK NOT FOUND   USPSQD
 MG0025
 MG0025                          STATION DESCRIPTION
 MG0025
 MG0025'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MG0025'AT FULTON.
 MG0025'AT FULTON, 100 FT. N. CENTERLINE 17 TH. NE. AVE., 45 FT. W.
 MG0025'CENTERLINE 8 TH. ST., NEAR CENTERLINE OF A DRIVEWAY, 13 FT. E.
 MG0025'OF E. WALL OF A GARAGE, 35 FT. NW. OF A POWER POLE, 12 FT. S.
 MG0025'OF A LONE TREE, IN A CONC. POST SET 12 IN. BELOW SURFACE OF
 MG0025'DRIVEWAY, A STD. USC AND GS TABLET STAMPED * L 47 1934
 MG0025
 MG0025                          STATION RECOVERY (1988)
 MG0025
 MG0025'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0025'MARK NOT FOUND.
 MG0025
 MG0025                          STATION RECOVERY (1994)
 MG0025
 MG0025'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0025'MARK NOT FOUND.
 MG0025
 MG0025                          STATION RECOVERY (1999)
 MG0025
 MG0025'RECOVERY NOTE BY US POWER SQUADRON 1999
 MG0025'MARK NOT FOUND.
 MG0025
 MG0025                          STATION RECOVERY (2003)
 MG0025
 MG0025'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MG0025'MARK NOT FOUND.
 MG0025
 MG0025                          STATION RECOVERY (2005)
 MG0025
 MG0025'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MG0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0639 ***********************************************************************
 MF0639  DESIGNATION -  L 48
 MF0639  PID         -  MF0639
 MF0639  STATE/COUNTY-  IL/LEE
 MF0639  USGS QUAD   -  WALTON (1982)
 MF0639
 MF0639                         *CURRENT SURVEY CONTROL
 MF0639  ___________________________________________________________________
 MF0639* NAD 83(1986)-  41 42 53.     (N)    089 28 05.     (W)     SCALED    
 MF0639* NAVD 88     -       219.206  (meters)     719.18   (feet)  ADJUSTED  
 MF0639  ___________________________________________________________________
 MF0639  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0639  DYNAMIC HT  -         219.124 (meters)     718.91  (feet)  COMP
 MF0639  MODELED GRAV-     980,242.1   (mgal)                       NAVD 88
 MF0639
 MF0639  VERT ORDER  -  SECOND    CLASS 0
 MF0639
 MF0639.The horizontal coordinates were scaled from a topographic map and have
 MF0639.an estimated accuracy of +/- 6 seconds.
 MF0639
 MF0639.The orthometric height was determined by differential leveling
 MF0639.and adjusted by the National Geodetic Survey in June 1991..
 MF0639
 MF0639.The geoid height was determined by GEOID03.
 MF0639
 MF0639.The dynamic height is computed by dividing the NAVD 88
 MF0639.geopotential number by the normal gravity value computed on the
 MF0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0639.degrees latitude (g = 980.6199 gals.).
 MF0639
 MF0639.The modeled gravity was interpolated from observed gravity values.
 MF0639
 MF0639;                    North         East    Units  Estimated Accuracy
 MF0639;SPC IL W     -   560,630.      758,140.      MT  (+/- 180 meters Scaled)
 MF0639
 MF0639                          SUPERSEDED SURVEY CONTROL
 MF0639
 MF0639  NGVD 29 (??/??/92)  219.269  (m)          719.38   (f) ADJ UNCH    2 0
 MF0639
 MF0639.Superseded values are not recommended for survey control.
 MF0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0639.See file dsdata.txt to determine how the superseded data were derived.
 MF0639
 MF0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM946210(NAD 83)
 MF0639_MARKER: DB = BENCH MARK DISK
 MF0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0639_STAMPING: L 48 1934
 MF0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0639+STABILITY: SURFACE MOTION
 MF0639
 MF0639  HISTORY     - Date     Condition        Report By
 MF0639  HISTORY     - 1934     MONUMENTED       CGS
 MF0639  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF0639  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF0639  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 MF0639
 MF0639                          STATION DESCRIPTION
 MF0639
 MF0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0639'1.5 MI W FROM WALTON.
 MF0639'1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0639'RAILROAD FROM THE STATION AT WALTON, LEE COUNTY, AT A ROAD
 MF0639'CROSSING, 45 FEET WEST OF THE CENTERLINE OF THE ROAD, 28
 MF0639'FEET NORTH OF THE CENTERLINE OF THE TRACK, 12 FEET WEST OF
 MF0639'A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE, AND ABOUT 3 FEET
 MF0639'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 48 1934
 MF0639'AND SET IN THE TOP OF A CONCRETE POST.
 MF0639
 MF0639                          STATION RECOVERY (1995)
 MF0639
 MF0639'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0639'MARK NOT FOUND.
 MF0639
 MF0639                          STATION RECOVERY (2002)
 MF0639
 MF0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0639'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0639
 MF0639                          STATION RECOVERY (2003)
 MF0639
 MF0639'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0506 ***********************************************************************
 MF0506  DESIGNATION -  L 49
 MF0506  PID         -  MF0506
 MF0506  STATE/COUNTY-  IL/LA SALLE
 MF0506  USGS QUAD   -  EARLVILLE (1971)
 MF0506
 MF0506                         *CURRENT SURVEY CONTROL
 MF0506  ___________________________________________________________________
 MF0506* NAD 83(1986)-  41 35 42.     (N)    088 53 43.     (W)     SCALED    
 MF0506* NAVD 88     -       215.918  (meters)     708.39   (feet)  ADJUSTED  
 MF0506  ___________________________________________________________________
 MF0506  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MF0506  DYNAMIC HT  -         215.832 (meters)     708.11  (feet)  COMP
 MF0506  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MF0506
 MF0506  VERT ORDER  -  SECOND    CLASS 0
 MF0506
 MF0506.The horizontal coordinates were scaled from a topographic map and have
 MF0506.an estimated accuracy of +/- 6 seconds.
 MF0506
 MF0506.The orthometric height was determined by differential leveling
 MF0506.and adjusted by the National Geodetic Survey in June 1991..
 MF0506
 MF0506.The geoid height was determined by GEOID03.
 MF0506
 MF0506.The dynamic height is computed by dividing the NAVD 88
 MF0506.geopotential number by the normal gravity value computed on the
 MF0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0506.degrees latitude (g = 980.6199 gals.).
 MF0506
 MF0506.The modeled gravity was interpolated from observed gravity values.
 MF0506
 MF0506;                    North         East    Units  Estimated Accuracy
 MF0506;SPC IL E     -   547,270.      253,150.      MT  (+/- 180 meters Scaled)
 MF0506
 MF0506                          SUPERSEDED SURVEY CONTROL
 MF0506
 MF0506  NGVD 29 (??/??/92)  215.982  (m)          708.60   (f) ADJ UNCH    2 0
 MF0506
 MF0506.Superseded values are not recommended for survey control.
 MF0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0506.See file dsdata.txt to determine how the superseded data were derived.
 MF0506
 MF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM420065(NAD 83)
 MF0506_MARKER: DB = BENCH MARK DISK
 MF0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0506_STAMPING: L 49 1934
 MF0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0506+STABILITY: SURFACE MOTION
 MF0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0506+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002
 MF0506
 MF0506  HISTORY     - Date     Condition        Report By
 MF0506  HISTORY     - 1934     MONUMENTED       CGS
 MF0506  HISTORY     - 19970801 GOOD             USPSQD
 MF0506  HISTORY     - 20020308 GOOD             ILDT
 MF0506  HISTORY     - 20021023 GOOD             USPSQD
 MF0506
 MF0506                          STATION DESCRIPTION
 MF0506
 MF0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0506'1.9 MI E FROM EARLVILLE.
 MF0506'1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0506'FROM THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY AT
 MF0506'EARLVILLE, LA SALLE COUNTY, 12 POLES EAST OF MILEPOST 71, AT A
 MF0506'ROAD CROSSING, 66 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MF0506'32 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 3 FEET
 MF0506'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET LOWER THAN THE
 MF0506'TRACK.  A STANDARD DISK, STAMPED L 49 1934 AND SET IN THE
 MF0506'TOP OF A CONCRETE POST.
 MF0506
 MF0506                          STATION RECOVERY (1997)
 MF0506
 MF0506'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0506'RECOVERED IN GOOD CONDITION.
 MF0506
 MF0506                          STATION RECOVERY (2002)
 MF0506
 MF0506'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (MEB)
 MF0506'DESCRIPTION SHOULD READ, 30 FEET FROM CENTERLINE OF ROAD (NOT 66 FEET
 MF0506'FROM CENTERLINE OF ROAD)2 FEET FROM CONCRETE CORNER POST.
 MF0506
 MF0506                          STATION RECOVERY (2002)
 MF0506
 MF0506'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0506'30'EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0457 ***********************************************************************
 MF0457  DESIGNATION -  L 50
 MF0457  PID         -  MF0457
 MF0457  STATE/COUNTY-  IL/DE KALB
 MF0457  USGS QUAD   -  SYCAMORE (1975)
 MF0457
 MF0457                         *CURRENT SURVEY CONTROL
 MF0457  ___________________________________________________________________
 MF0457* NAD 83(1986)-  41 56 17.     (N)    088 43 38.     (W)     SCALED    
 MF0457* NAVD 88     -       270.565  (meters)     887.68   (feet)  ADJUSTED  
 MF0457  ___________________________________________________________________
 MF0457  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0457  DYNAMIC HT  -         270.471 (meters)     887.37  (feet)  COMP
 MF0457  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 MF0457
 MF0457  VERT ORDER  -  SECOND    CLASS 0
 MF0457
 MF0457.The horizontal coordinates were scaled from a topographic map and have
 MF0457.an estimated accuracy of +/- 6 seconds.
 MF0457
 MF0457.The orthometric height was determined by differential leveling
 MF0457.and adjusted by the National Geodetic Survey in June 1991..
 MF0457
 MF0457.The geoid height was determined by GEOID03.
 MF0457
 MF0457.The dynamic height is computed by dividing the NAVD 88
 MF0457.geopotential number by the normal gravity value computed on the
 MF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0457.degrees latitude (g = 980.6199 gals.).
 MF0457
 MF0457.The modeled gravity was interpolated from observed gravity values.
 MF0457
 MF0457;                    North         East    Units  Estimated Accuracy
 MF0457;SPC IL E     -   585,300.      267,340.      MT  (+/- 180 meters Scaled)
 MF0457
 MF0457                          SUPERSEDED SURVEY CONTROL
 MF0457
 MF0457  NGVD 29 (??/??/92)  270.606  (m)          887.81   (f) ADJ UNCH    2 0
 MF0457
 MF0457.Superseded values are not recommended for survey control.
 MF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0457.See file dsdata.txt to determine how the superseded data were derived.
 MF0457
 MF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM568443(NAD 83)
 MF0457_MARKER: DB = BENCH MARK DISK
 MF0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0457_SP_SET: SIGNAL CONTROL BASE
 MF0457_STAMPING: L 50 1934
 MF0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0457
 MF0457  HISTORY     - Date     Condition        Report By
 MF0457  HISTORY     - 1934     MONUMENTED       CGS
 MF0457  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 MF0457
 MF0457                          STATION DESCRIPTION
 MF0457
 MF0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0457'AT DE KALB JUNCTION.
 MF0457'AT DE KALB JUNCTION, DE KALB COUNTY, ON THE CHICAGO AND NORTH
 MF0457'WESTERN RAILWAY, AT THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL
 MF0457'AND PACIFIC RAILROAD, 21 FEET SOUTH OF THE CENTERLINE OF THE
 MF0457'C.M. ST. P AND P. TRACK, 7 FEET EAST OF THE CENTERLINE OF THE
 MF0457'C. AND N.W. TRACK, IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 MF0457'SIGNAL-CONTROL BASE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MF0457'STAMPED L 50 1934.
 MF0457
 MF0457                          STATION RECOVERY (1996)
 MF0457
 MF0457'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1058 ***********************************************************************
 MF1058  DESIGNATION -  L 51
 MF1058  PID         -  MF1058
 MF1058  STATE/COUNTY-  IL/BUREAU
 MF1058  USGS QUAD   -  WYANET (1983)
 MF1058
 MF1058                         *CURRENT SURVEY CONTROL
 MF1058  ___________________________________________________________________
 MF1058* NAD 83(1986)-  41 17 57.     (N)    089 30 36.     (W)     SCALED    
 MF1058* NAVD 88     -       158.762  (meters)     520.87   (feet)  ADJUSTED  
 MF1058  ___________________________________________________________________
 MF1058  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF1058  DYNAMIC HT  -         158.696 (meters)     520.66  (feet)  COMP
 MF1058  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 MF1058
 MF1058  VERT ORDER  -  SECOND    CLASS 0
 MF1058
 MF1058.The horizontal coordinates were scaled from a topographic map and have
 MF1058.an estimated accuracy of +/- 6 seconds.
 MF1058
 MF1058.The orthometric height was determined by differential leveling
 MF1058.and adjusted by the National Geodetic Survey in June 1991..
 MF1058
 MF1058.The geoid height was determined by GEOID03.
 MF1058
 MF1058.The dynamic height is computed by dividing the NAVD 88
 MF1058.geopotential number by the normal gravity value computed on the
 MF1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1058.degrees latitude (g = 980.6199 gals.).
 MF1058
 MF1058.The modeled gravity was interpolated from observed gravity values.
 MF1058
 MF1058;                    North         East    Units  Estimated Accuracy
 MF1058;SPC IL W     -   514,460.      755,000.      MT  (+/- 180 meters Scaled)
 MF1058
 MF1058                          SUPERSEDED SURVEY CONTROL
 MF1058
 MF1058  NGVD 29 (??/??/92)  158.844  (m)          521.14   (f) ADJ UNCH    2 0
 MF1058
 MF1058.Superseded values are not recommended for survey control.
 MF1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1058.See file dsdata.txt to determine how the superseded data were derived.
 MF1058
 MF1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL898750(NAD 83)
 MF1058_MARKER: DB = BENCH MARK DISK
 MF1058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1058_SP_SET: CULVERT
 MF1058_STAMPING: L 51 1934
 MF1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1058
 MF1058  HISTORY     - Date     Condition        Report By
 MF1058  HISTORY     - 1934     MONUMENTED       CGS
 MF1058  HISTORY     - 19951230 GOOD             USPSQD
 MF1058  HISTORY     - 20010516 GOOD             USPSQD
 MF1058  HISTORY     - 20051012 GOOD             USPSQD
 MF1058
 MF1058                          STATION DESCRIPTION
 MF1058
 MF1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1058'0.6 MI NW FROM TISKILWA.
 MF1058'0.6 MILE NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF1058'RAILROAD FROM THE STATION AT TISKILWA, BUREAU COUNTY, ONE-HALF
 MF1058'POLE SOUTHEAST OF MILEPOST 123, ABOUT 200 FEET NORTHWEST OF THE
 MF1058'CROSSING OF STATE HIGHWAY 89, AT A CULVERT, AND IN THE TOP OF THE
 MF1058'NORTHWEST END OF THE NORTHEAST HEADWALL.  A STANDARD DISK,
 MF1058'STAMPED L 51 1934.
 MF1058
 MF1058                          STATION RECOVERY (1995)
 MF1058
 MF1058'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1058'RECOVERED IN GOOD CONDITION.
 MF1058
 MF1058                          STATION RECOVERY (2001)
 MF1058
 MF1058'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1058'RECOVERED IN GOOD CONDITION.
 MF1058
 MF1058                          STATION RECOVERY (2005)
 MF1058
 MF1058'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0083 ***********************************************************************
 MG0083  DESIGNATION -  L 52
 MG0083  PID         -  MG0083
 MG0083  STATE/COUNTY-  IL/HENRY
 MG0083  USGS QUAD   -  GENESEO (1991)
 MG0083
 MG0083                         *CURRENT SURVEY CONTROL
 MG0083  ___________________________________________________________________
 MG0083* NAD 83(1986)-  41 27 52.     (N)    090 12 12.     (W)     SCALED    
 MG0083* NAVD 88     -       191.678  (meters)     628.86   (feet)  ADJUSTED  
 MG0083  ___________________________________________________________________
 MG0083  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MG0083  DYNAMIC HT  -         191.602 (meters)     628.61  (feet)  COMP
 MG0083  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 MG0083
 MG0083  VERT ORDER  -  SECOND    CLASS 0
 MG0083
 MG0083.The horizontal coordinates were scaled from a topographic map and have
 MG0083.an estimated accuracy of +/- 6 seconds.
 MG0083
 MG0083.The orthometric height was determined by differential leveling
 MG0083.and adjusted by the National Geodetic Survey in June 1991..
 MG0083
 MG0083.The geoid height was determined by GEOID03.
 MG0083
 MG0083.The dynamic height is computed by dividing the NAVD 88
 MG0083.geopotential number by the normal gravity value computed on the
 MG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0083.degrees latitude (g = 980.6199 gals.).
 MG0083
 MG0083.The modeled gravity was interpolated from observed gravity values.
 MG0083
 MG0083;                    North         East    Units  Estimated Accuracy
 MG0083;SPC IL W     -   532,600.      696,940.      MT  (+/- 180 meters Scaled)
 MG0083
 MG0083                          SUPERSEDED SURVEY CONTROL
 MG0083
 MG0083  NGVD 29 (??/??/92)  191.756  (m)          629.12   (f) ADJ UNCH    2 0
 MG0083
 MG0083.Superseded values are not recommended for survey control.
 MG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0083.See file dsdata.txt to determine how the superseded data were derived.
 MG0083
 MG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF335940(NAD 83)
 MG0083_MARKER: DB = BENCH MARK DISK
 MG0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0083_SP_SET: BRIDGE
 MG0083_STAMPING: L 52 1934
 MG0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0083+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 MG0083
 MG0083  HISTORY     - Date     Condition        Report By
 MG0083  HISTORY     - 1934     MONUMENTED       CGS
 MG0083  HISTORY     - 1959     GOOD             NGS
 MG0083  HISTORY     - 19960717 GOOD             USPSQD
 MG0083  HISTORY     - 20011006 GOOD             USPSQD
 MG0083  HISTORY     - 20040609 GOOD             USPSQD
 MG0083
 MG0083                          STATION DESCRIPTION
 MG0083
 MG0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0083'2.8 MI W FROM GENESEO.
 MG0083'ABOUT 2.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0083'RAILWAY FROM THE STATION AT GENESEO, 13 39-FOOT RAILS WEST OF
 MG0083'THE NORTH-SOUTH CROSS ROAD, SET IN THE TOP AND IN THE CENTER OF
 MG0083'THE SOUTH CONCRETE HEADWALL OF A 12-FOOT BRIDGE, 11 FEET SOUTH OF
 MG0083'THE SOUTH RAIL OF THE EAST-BOUND TRACK, ABOUT 1 FOOT BELOW
 MG0083'THE LEVEL OF THE TRACK.
 MG0083
 MG0083                          STATION RECOVERY (1996)
 MG0083
 MG0083'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0083'RECOVERED IN GOOD CONDITION.
 MG0083
 MG0083                          STATION RECOVERY (2001)
 MG0083
 MG0083'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0083'RECOVERED AS DESCRIBED
 MG0083
 MG0083                          STATION RECOVERY (2004)
 MG0083
 MG0083'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0057 ***********************************************************************
 MG0057  DESIGNATION -  L 53
 MG0057  PID         -  MG0057
 MG0057  STATE/COUNTY-  IL/HENRY
 MG0057  USGS QUAD   -  ANDOVER (1991)
 MG0057
 MG0057                         *CURRENT SURVEY CONTROL
 MG0057  ___________________________________________________________________
 MG0057* NAD 83(1986)-  41 16 52.     (N)    090 21 54.     (W)     SCALED    
 MG0057* NAVD 88     -       208.959  (meters)     685.56   (feet)  ADJUSTED  
 MG0057  ___________________________________________________________________
 MG0057  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0057  DYNAMIC HT  -         208.874 (meters)     685.28  (feet)  COMP
 MG0057  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 MG0057
 MG0057  VERT ORDER  -  SECOND    CLASS 0
 MG0057
 MG0057.The horizontal coordinates were scaled from a topographic map and have
 MG0057.an estimated accuracy of +/- 6 seconds.
 MG0057
 MG0057.The orthometric height was determined by differential leveling
 MG0057.and adjusted by the National Geodetic Survey in June 1991..
 MG0057
 MG0057.The geoid height was determined by GEOID03.
 MG0057
 MG0057.The dynamic height is computed by dividing the NAVD 88
 MG0057.geopotential number by the normal gravity value computed on the
 MG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0057.degrees latitude (g = 980.6199 gals.).
 MG0057
 MG0057.The modeled gravity was interpolated from observed gravity values.
 MG0057
 MG0057;                    North         East    Units  Estimated Accuracy
 MG0057;SPC IL W     -   512,260.      683,390.      MT  (+/- 180 meters Scaled)
 MG0057
 MG0057                          SUPERSEDED SURVEY CONTROL
 MG0057
 MG0057  NGVD 29 (??/??/92)  209.028  (m)          685.79   (f) ADJ UNCH    2 0
 MG0057
 MG0057.Superseded values are not recommended for survey control.
 MG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0057.See file dsdata.txt to determine how the superseded data were derived.
 MG0057
 MG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF206733(NAD 83)
 MG0057_MARKER: DB = BENCH MARK DISK
 MG0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0057_STAMPING: L 53 1934
 MG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0057+STABILITY: SURFACE MOTION
 MG0057
 MG0057  HISTORY     - Date     Condition        Report By
 MG0057  HISTORY     - 1934     MONUMENTED       CGS
 MG0057  HISTORY     - 19880427 MARK NOT FOUND   USPSQD
 MG0057  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 MG0057  HISTORY     - 20011027 MARK NOT FOUND   USPSQD
 MG0057  HISTORY     - 20040623 MARK NOT FOUND   USPSQD
 MG0057
 MG0057                          STATION DESCRIPTION
 MG0057
 MG0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0057'1.1 MI S FROM LYNN.
 MG0057'1.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MG0057'RAILROAD FROM THE STATION AT LYNN, HENRY COUNTY, AT BRIDGE 222.72-A,
 MG0057'AT A ROAD CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MG0057'20 FEET WEST OF THE CENTERLINE OF THE TRACK, 6 FEET NORTH OF
 MG0057'A FENCE CORNER, 2 FEET EAST OF A FENCE, AND 2 FEET LOWER THAN
 MG0057'THE TRACK.  A STANDARD DISK, STAMPED L 53 1934 AND SET
 MG0057'IN THE TOP OF A CONCRETE POST.
 MG0057
 MG0057                          STATION RECOVERY (1988)
 MG0057
 MG0057'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0057'MARK NOT FOUND.
 MG0057
 MG0057                          STATION RECOVERY (1996)
 MG0057
 MG0057'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0057'MARK NOT FOUND.
 MG0057
 MG0057                          STATION RECOVERY (2001)
 MG0057
 MG0057'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0057'MARK NOT FOUND.
 MG0057
 MG0057                          STATION RECOVERY (2004)
 MG0057
 MG0057'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0009 ***********************************************************************
 LD0009  DESIGNATION -  L 54
 LD0009  PID         -  LD0009
 LD0009  STATE/COUNTY-  IL/KNOX
 LD0009  USGS QUAD   -  AVON (1974)
 LD0009
 LD0009                         *CURRENT SURVEY CONTROL
 LD0009  ___________________________________________________________________
 LD0009* NAD 83(1986)-  40 43 45.     (N)    090 24 24.     (W)     SCALED    
 LD0009* NAVD 88     -       199.769  (meters)     655.41   (feet)  ADJUSTED  
 LD0009  ___________________________________________________________________
 LD0009  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LD0009  DYNAMIC HT  -         199.674 (meters)     655.10  (feet)  COMP
 LD0009  MODELED GRAV-     980,145.3   (mgal)                       NAVD 88
 LD0009
 LD0009  VERT ORDER  -  SECOND    CLASS 0
 LD0009
 LD0009.The horizontal coordinates were scaled from a topographic map and have
 LD0009.an estimated accuracy of +/- 6 seconds.
 LD0009
 LD0009.The orthometric height was determined by differential leveling
 LD0009.and adjusted by the National Geodetic Survey in June 1991..
 LD0009
 LD0009.The geoid height was determined by GEOID03.
 LD0009
 LD0009.The dynamic height is computed by dividing the NAVD 88
 LD0009.geopotential number by the normal gravity value computed on the
 LD0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0009.degrees latitude (g = 980.6199 gals.).
 LD0009
 LD0009.The modeled gravity was interpolated from observed gravity values.
 LD0009
 LD0009;                    North         East    Units  Estimated Accuracy
 LD0009;SPC IL W     -   450,980.      679,730.      MT  (+/- 180 meters Scaled)
 LD0009
 LD0009                          SUPERSEDED SURVEY CONTROL
 LD0009
 LD0009  NGVD 29 (??/??/92)  199.835  (m)          655.63   (f) ADJ UNCH    2 0
 LD0009
 LD0009.Superseded values are not recommended for survey control.
 LD0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0009.See file dsdata.txt to determine how the superseded data were derived.
 LD0009
 LD0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF190119(NAD 83)
 LD0009_MARKER: DB = BENCH MARK DISK
 LD0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0009_SP_SET: BRIDGE
 LD0009_STAMPING: L 54 1934
 LD0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0009
 LD0009  HISTORY     - Date     Condition        Report By
 LD0009  HISTORY     - 1934     MONUMENTED       CGS
 LD0009  HISTORY     - 1935     GOOD             NGS
 LD0009  HISTORY     - 19971112 GOOD             USPSQD
 LD0009
 LD0009                          STATION DESCRIPTION
 LD0009
 LD0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LD0009'0.8 MI N FROM ST AUGUSTINE.
 LD0009'0.8 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0009'FROM THE STATION AT ST. AUGUSTINE, KNOX COUNTY, AT BRIDGE 177.65
 LD0009'OVER HIGHWAY 124, IN THE TOP OF THE EAST END OF THE NORTH
 LD0009'ABUTMENT, AND ONE FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0009'STAMPED L 54 1934.
 LD0009
 LD0009                          STATION RECOVERY (1997)
 LD0009
 LD0009'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0376 ***********************************************************************
 LD0376  DESIGNATION -  L 55
 LD0376  PID         -  LD0376
 LD0376  STATE/COUNTY-  IL/MCDONOUGH
 LD0376  USGS QUAD   -  COLCHESTER (1974)
 LD0376
 LD0376                         *CURRENT SURVEY CONTROL
 LD0376  ___________________________________________________________________
 LD0376* NAD 83(1986)-  40 24 52.     (N)    090 49 38.     (W)     SCALED    
 LD0376* NAVD 88     -       209.378  (meters)     686.93   (feet)  ADJUSTED  
 LD0376  ___________________________________________________________________
 LD0376  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LD0376  DYNAMIC HT  -         209.275 (meters)     686.60  (feet)  COMP
 LD0376  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 LD0376
 LD0376  VERT ORDER  -  SECOND    CLASS 0
 LD0376
 LD0376.The horizontal coordinates were scaled from a topographic map and have
 LD0376.an estimated accuracy of +/- 6 seconds.
 LD0376
 LD0376.The orthometric height was determined by differential leveling
 LD0376.and adjusted by the National Geodetic Survey in June 1991..
 LD0376
 LD0376.The geoid height was determined by GEOID03.
 LD0376
 LD0376.The dynamic height is computed by dividing the NAVD 88
 LD0376.geopotential number by the normal gravity value computed on the
 LD0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0376.degrees latitude (g = 980.6199 gals.).
 LD0376
 LD0376.The modeled gravity was interpolated from observed gravity values.
 LD0376
 LD0376;                    North         East    Units  Estimated Accuracy
 LD0376;SPC IL W     -   416,210.      643,940.      MT  (+/- 180 meters Scaled)
 LD0376
 LD0376                          SUPERSEDED SURVEY CONTROL
 LD0376
 LD0376  NGVD 29 (??/??/92)  209.450  (m)          687.17   (f) ADJ UNCH    2 0
 LD0376
 LD0376.Superseded values are not recommended for survey control.
 LD0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0376.See file dsdata.txt to determine how the superseded data were derived.
 LD0376
 LD0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE843760(NAD 83)
 LD0376_MARKER: DB = BENCH MARK DISK
 LD0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0376_STAMPING: L 55 1935
 LD0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0376+STABILITY: SURFACE MOTION
 LD0376
 LD0376  HISTORY     - Date     Condition        Report By
 LD0376  HISTORY     - 1935     MONUMENTED       CGS
 LD0376  HISTORY     - 1974     MARK NOT FOUND   USGS
 LD0376  HISTORY     - 20040126 MARK NOT FOUND   USPSQD
 LD0376
 LD0376                          STATION DESCRIPTION
 LD0376
 LD0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0376'1.9 MI SW FROM COLCHESTER.
 LD0376'1.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LD0376'RAILROAD FROM THE STATION AT COLCHESTER, MCDONOUGH  COUNTY, AT
 LD0376'POLE 211+08, 47 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 LD0376'12 FEET NORTHEAST OF THE CENTERLINE OF THE PRIVATE ROAD, 3 FEET
 LD0376'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3-1/2 FEET LOWER THAN THE
 LD0376'TRACK.  A STANDARD DISK, STAMPED L 55 1935 AND SET IN THE TOP OF A
 LD0376'CONCRETE POST.
 LD0376
 LD0376                          STATION RECOVERY (1974)
 LD0376
 LD0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LD0376'MARK NOT FOUND.
 LD0376
 LD0376                          STATION RECOVERY (2004)
 LD0376
 LD0376'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 LD0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0335 ***********************************************************************
 LD0335  DESIGNATION -  L 56
 LD0335  PID         -  LD0335
 LD0335  STATE/COUNTY-  IL/FULTON
 LD0335  USGS QUAD   -  VERMONT (1979)
 LD0335
 LD0335                         *CURRENT SURVEY CONTROL
 LD0335  ___________________________________________________________________
 LD0335* NAD 83(1986)-  40 16 33.     (N)    090 25 28.     (W)     SCALED    
 LD0335* NAVD 88     -       202.286  (meters)     663.67   (feet)  ADJUSTED  
 LD0335  ___________________________________________________________________
 LD0335  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LD0335  DYNAMIC HT  -         202.185 (meters)     663.34  (feet)  COMP
 LD0335  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 LD0335
 LD0335  VERT ORDER  -  SECOND    CLASS 0
 LD0335
 LD0335.The horizontal coordinates were scaled from a topographic map and have
 LD0335.an estimated accuracy of +/- 6 seconds.
 LD0335
 LD0335.The orthometric height was determined by differential leveling
 LD0335.and adjusted by the National Geodetic Survey in June 1991..
 LD0335
 LD0335.The geoid height was determined by GEOID03.
 LD0335
 LD0335.The dynamic height is computed by dividing the NAVD 88
 LD0335.geopotential number by the normal gravity value computed on the
 LD0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0335.degrees latitude (g = 980.6199 gals.).
 LD0335
 LD0335.The modeled gravity was interpolated from observed gravity values.
 LD0335
 LD0335;                    North         East    Units  Estimated Accuracy
 LD0335;SPC IL W     -   400,650.      678,080.      MT  (+/- 180 meters Scaled)
 LD0335
 LD0335                          SUPERSEDED SURVEY CONTROL
 LD0335
 LD0335  NGVD 29 (??/??/92)  202.373  (m)          663.95   (f) ADJ UNCH    2 0
 LD0335
 LD0335.Superseded values are not recommended for survey control.
 LD0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0335.See file dsdata.txt to determine how the superseded data were derived.
 LD0335
 LD0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE189615(NAD 83)
 LD0335_MARKER: DB = BENCH MARK DISK
 LD0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0335_STAMPING: L 56 1935
 LD0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0335+STABILITY: SURFACE MOTION
 LD0335
 LD0335  HISTORY     - Date     Condition        Report By
 LD0335  HISTORY     - 1935     MONUMENTED       CGS
 LD0335
 LD0335                          STATION DESCRIPTION
 LD0335
 LD0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0335'1 MI S FROM VERMONT.
 LD0335'1.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LD0335'FROM THE STATION AT VERMONT, FULTON COUNTY, AT POLE 136+10, AT A
 LD0335'ROAD CROSSING 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 24
 LD0335'FEET WEST OF THE CENTERLINE OF THE WEST TRACK, 18 FEET SOUTHEAST
 LD0335'OF A CROSSING SIGN, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 LD0335'STAMPED L 56 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0828 ***********************************************************************
 LC0828  DESIGNATION -  L 7
 LC0828  PID         -  LC0828
 LC0828  STATE/COUNTY-  IL/LA SALLE
 LC0828  USGS QUAD   -  MINONK (1995)
 LC0828
 LC0828                         *CURRENT SURVEY CONTROL
 LC0828  ___________________________________________________________________
 LC0828* NAD 83(1986)-  40 58 59.     (N)    089 02 33.     (W)     SCALED    
 LC0828* NAVD 88     -       216.619  (meters)     710.69   (feet)  ADJUSTED  
 LC0828  ___________________________________________________________________
 LC0828  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LC0828  DYNAMIC HT  -         216.526 (meters)     710.39  (feet)  COMP
 LC0828  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 LC0828
 LC0828  VERT ORDER  -  FIRST     CLASS II
 LC0828
 LC0828.The horizontal coordinates were scaled from a topographic map and have
 LC0828.an estimated accuracy of +/- 6 seconds.
 LC0828
 LC0828.The orthometric height was determined by differential leveling
 LC0828.and adjusted by the National Geodetic Survey in June 1991..
 LC0828.WARNING-Repeat measurements at this control monument indicate possible
 LC0828.vertical movement.
 LC0828
 LC0828.The geoid height was determined by GEOID03.
 LC0828
 LC0828.The dynamic height is computed by dividing the NAVD 88
 LC0828.geopotential number by the normal gravity value computed on the
 LC0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0828.degrees latitude (g = 980.6199 gals.).
 LC0828
 LC0828.The modeled gravity was interpolated from observed gravity values.
 LC0828
 LC0828;                    North         East    Units  Estimated Accuracy
 LC0828;SPC IL E     -   479,400.      240,320.      MT  (+/- 180 meters Scaled)
 LC0828
 LC0828                          SUPERSEDED SURVEY CONTROL
 LC0828
 LC0828  NGVD 29 (??/??/92)  216.669  (m)          710.85   (f) ADJ UNCH    1 2
 LC0828
 LC0828.Superseded values are not recommended for survey control.
 LC0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0828.See file dsdata.txt to determine how the superseded data were derived.
 LC0828
 LC0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL281388(NAD 83)
 LC0828_MARKER: DB = BENCH MARK DISK
 LC0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0828_SP_SET: SIDEWALK
 LC0828_STAMPING: ELEV 711.025 FT L 7 1920
 LC0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0828+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 LC0828
 LC0828  HISTORY     - Date     Condition        Report By
 LC0828  HISTORY     - 1920     MONUMENTED       CGS
 LC0828  HISTORY     - 1969     GOOD             NGS
 LC0828  HISTORY     - 19970728 GOOD             USPSQD
 LC0828  HISTORY     - 20020826 GOOD             USPSQD
 LC0828
 LC0828                          STATION DESCRIPTION
 LC0828
 LC0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0828'4.8 MI S FROM WENONA.
 LC0828'ABOUT 4.8 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0828'THE STATION AT WENONA, 0.25 MILE SOUTH OF MILEPOST 831, 132 FEET
 LC0828'WEST OF THE WEST RAIL OF THE MAIN TRACK, 13.3 FEET EAST OF THE
 LC0828'SOUTHEAST CORNER OF THE POST OFFICE BUILDING AT RUTLAND, SET IN
 LC0828'THE TOP OF THE EAST EDGE OF A CONCRETE SIDEWALK, 30 FEET WEST OF
 LC0828'THE CENTER LINE OF A PAVED STREET, 32 FEET NORTH OF THE CENTER
 LC0828'LINE OF A PAVED STREET, 10 FEET NORTH OF A FIRE HYDRANT, AND
 LC0828'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREETS.  SEC 18, T29N, R2E.
 LC0828
 LC0828                          STATION RECOVERY (1997)
 LC0828
 LC0828'RECOVERY NOTE BY US POWER SQUADRON 1997
 LC0828'RECOVERED IN GOOD CONDITION.
 LC0828
 LC0828                          STATION RECOVERY (2002)
 LC0828
 LC0828'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 LC0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7264 ***********************************************************************
 AB7264  DESIGNATION -  L 79 RESET
 AB7264  PID         -  AB7264
 AB7264  STATE/COUNTY-  IL/PIKE
 AB7264  USGS QUAD   -  BARRY (1978)
 AB7264
 AB7264                         *CURRENT SURVEY CONTROL
 AB7264  ___________________________________________________________________
 AB7264* NAD 83(1986)-  39 42 49.     (N)    091 03 53.     (W)     SCALED    
 AB7264* NAVD 88     -       174.42   (meters)     572.2    (feet)  RESET     
 AB7264  ___________________________________________________________________
 AB7264  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AB7264
 AB7264  VERT ORDER  -  THIRD
 AB7264
 AB7264.The horizontal coordinates were scaled from a topographic map and have
 AB7264.an estimated accuracy of +/- 6 seconds.
 AB7264
 AB7264.The orthometric height was computed from unverified reset data.
 AB7264
 AB7264.The geoid height was determined by GEOID03.
 AB7264
 AB7264;                    North         East    Units  Estimated Accuracy
 AB7264;SPC IL W     -   338,580.      623,000.      MT  (+/- 180 meters Scaled)
 AB7264
 AB7264                          SUPERSEDED SURVEY CONTROL
 AB7264
 AB7264.No superseded survey control is available for this station.
 AB7264
 AB7264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD658977(NAD 83)
 AB7264_MARKER: DV = VERTICAL CONTROL DISK
 AB7264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7264_STAMPING: L 79 RESET 1995
 AB7264_MARK LOGO: NGS   
 AB7264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7264+STABILITY: SURFACE MOTION
 AB7264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7264+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7264
 AB7264  HISTORY     - Date     Condition        Report By
 AB7264  HISTORY     - 1995     MONUMENTED       NGS
 AB7264
 AB7264                          STATION DESCRIPTION
 AB7264
 AB7264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RKB)
 AB7264'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF BARRY ALONG
 AB7264'STATE ROUTE 106.  TO REACH FROM THE BARRY EXIT (EXIT 20) OVERPASS ON
 AB7264'INTERSTATE HIGHWAY 72, PROCEED SOUTH FOR 0.3 MI (0.5 KM) TO STATE
 AB7264'ROUTE 106, TURN RIGHT (NORTHWEST) ON ROUTE 106 FOR 2.0 MI (3.2 KM) TO
 AB7264'COUNTY ROAD 1616E AND THE STATION ON THE LEFT, 8.5 M (27.9 FT)
 AB7264'SOUTHWEST OF THE CENTERLINE OF ROUTE 106, 12.5 M (41.0 FT) SOUTHEAST
 AB7264'OF THE CENTERLINE OF COUNTY ROAD 1616E, 2.9 M (9.5 FT) SOUTH OF THE
 AB7264'CURB, 7.9 M (25.9 FT) EAST OF A STOP SIGN, 0.5 M (1.6 FT) NORTH OF A
 AB7264'FIBERGLASS WITNESS POST, AND SET FLUSH WITH THE GROUND IN A ROUND
 AB7264'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0351 ***********************************************************************
 KC0351  DESIGNATION -  L 80
 KC0351  PID         -  KC0351
 KC0351  STATE/COUNTY-  IL/PIKE
 KC0351  USGS QUAD   -  ROCKPORT (1991)
 KC0351
 KC0351                         *CURRENT SURVEY CONTROL
 KC0351  ___________________________________________________________________
 KC0351* NAD 83(1986)-  39 31 27.     (N)    091 00 06.     (W)     SCALED    
 KC0351* NAVD 88     -       140.105  (meters)     459.66   (feet)  ADJUSTED  
 KC0351  ___________________________________________________________________
 KC0351  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KC0351  DYNAMIC HT  -         140.026 (meters)     459.40  (feet)  COMP
 KC0351  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 KC0351
 KC0351  VERT ORDER  -  SECOND    CLASS 0
 KC0351
 KC0351.The horizontal coordinates were scaled from a topographic map and have
 KC0351.an estimated accuracy of +/- 6 seconds.
 KC0351
 KC0351.The orthometric height was determined by differential leveling
 KC0351.and adjusted by the National Geodetic Survey in June 1991..
 KC0351
 KC0351.The geoid height was determined by GEOID03.
 KC0351
 KC0351.The dynamic height is computed by dividing the NAVD 88
 KC0351.geopotential number by the normal gravity value computed on the
 KC0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0351.degrees latitude (g = 980.6199 gals.).
 KC0351
 KC0351.The modeled gravity was interpolated from observed gravity values.
 KC0351
 KC0351;                    North         East    Units  Estimated Accuracy
 KC0351;SPC IL W     -   317,490.      628,210.      MT  (+/- 180 meters Scaled)
 KC0351
 KC0351                          SUPERSEDED SURVEY CONTROL
 KC0351
 KC0351  NGVD 29 (??/??/92)  140.179  (m)          459.90   (f) ADJ UNCH    2 0
 KC0351
 KC0351.Superseded values are not recommended for survey control.
 KC0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0351.See file dsdata.txt to determine how the superseded data were derived.
 KC0351
 KC0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD717768(NAD 83)
 KC0351_MARKER: DB = BENCH MARK DISK
 KC0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0351_STAMPING: L 80 1935
 KC0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0351+STABILITY: SURFACE MOTION
 KC0351
 KC0351  HISTORY     - Date     Condition        Report By
 KC0351  HISTORY     - 1935     MONUMENTED       CGS
 KC0351  HISTORY     - 1943     GOOD             NGS
 KC0351  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0351
 KC0351                          STATION DESCRIPTION
 KC0351
 KC0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KC0351'1.1 MI SE FROM ROCKPORT.
 KC0351'1.1 MILES SOUTHEAST ALONG THE ROUTE OF THE NOW ABANDONED CHICAGO,
 KC0351'BURLINGTON AND QUINCY RAILROAD.  FROM THE STATION AT ROCKPORT,
 KC0351'PIKE COUNTY, 10-1/2 RAILS SOUTH OF A STATION ONE MILE SIGN,
 KC0351'2-1/2 RAILS NORTH OF BRIDGE 24.25, 20 FEET EAST OF THE CENTERLINE
 KC0351'OF THE TRACK, AND 30 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 KC0351'STANDARD DISK, STAMPED L 80 1935 AND SET IN THE TOP OF A CONCRETE
 KC0351'POST.  NOTE-- ANYONE RECOVERING THIS BENCH MARK WILL CONFER A
 KC0351'FAVOR ON THIS OFFICE BY SUBMITTING AN UP-TO-DATE DESCRIPTION TO
 KC0351'THE DIRECTOR, U.S. COAST AND GEODETIC SURVEY, WASHINGTON 25, D.C.
 KC0351
 KC0351                          STATION RECOVERY (1972)
 KC0351
 KC0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0377 ***********************************************************************
 KC0377  DESIGNATION -  L 81
 KC0377  PID         -  KC0377
 KC0377  STATE/COUNTY-  IL/ADAMS
 KC0377  USGS QUAD   -  QUINCY WEST (1996)
 KC0377
 KC0377                         *CURRENT SURVEY CONTROL
 KC0377  ___________________________________________________________________
 KC0377* NAD 83(1986)-  39 56 17.     (N)    091 24 52.     (W)     SCALED    
 KC0377* NAVD 88     -       157.009  (meters)     515.12   (feet)  ADJUSTED  
 KC0377  ___________________________________________________________________
 KC0377  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KC0377  DYNAMIC HT  -         156.928 (meters)     514.85  (feet)  COMP
 KC0377  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KC0377
 KC0377  VERT ORDER  -  SECOND    CLASS 0
 KC0377
 KC0377.The horizontal coordinates were scaled from a topographic map and have
 KC0377.an estimated accuracy of +/- 6 seconds.
 KC0377
 KC0377.The orthometric height was determined by differential leveling
 KC0377.and adjusted by the National Geodetic Survey in June 1991..
 KC0377
 KC0377.The geoid height was determined by GEOID03.
 KC0377
 KC0377.The dynamic height is computed by dividing the NAVD 88
 KC0377.geopotential number by the normal gravity value computed on the
 KC0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0377.degrees latitude (g = 980.6199 gals.).
 KC0377
 KC0377.The modeled gravity was interpolated from observed gravity values.
 KC0377
 KC0377;                    North         East    Units  Estimated Accuracy
 KC0377;SPC IL W     -   363,860.      593,360.      MT  (+/- 180 meters Scaled)
 KC0377
 KC0377                          SUPERSEDED SURVEY CONTROL
 KC0377
 KC0377  NGVD 29 (??/??/92)  157.092  (m)          515.39   (f) ADJ UNCH    2 0
 KC0377
 KC0377.Superseded values are not recommended for survey control.
 KC0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0377.See file dsdata.txt to determine how the superseded data were derived.
 KC0377
 KC0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXE354220(NAD 83)
 KC0377_MARKER: DB = BENCH MARK DISK
 KC0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0377_STAMPING: L 81 1935
 KC0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0377+STABILITY: SURFACE MOTION
 KC0377
 KC0377  HISTORY     - Date     Condition        Report By
 KC0377  HISTORY     - 1935     MONUMENTED       CGS
 KC0377  HISTORY     - 1971     MARK NOT FOUND   USGS
 KC0377
 KC0377                          STATION DESCRIPTION
 KC0377
 KC0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0377'AT QUINCY.
 KC0377'AT QUINCY, ADAMS COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 KC0377'RAILROAD, AT THE PARKWAY SOUTH OF THE STATION, AND 45 FEET EAST
 KC0377'OF A LOADING PLATFORM.  A STANDARD DISK, STAMPED L 81 1935 AND
 KC0377'SET IN THE TOP OF A CONCRETE POST.
 KC0377
 KC0377                          STATION RECOVERY (1971)
 KC0377
 KC0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KC0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0634 ***********************************************************************
 KB0634  DESIGNATION -  L 82
 KB0634  PID         -  KB0634
 KB0634  STATE/COUNTY-  IL/MOULTRIE
 KB0634  USGS QUAD   -  CADWELL (1983)
 KB0634
 KB0634                         *CURRENT SURVEY CONTROL
 KB0634  ___________________________________________________________________
 KB0634* NAD 83(1986)-  39 39 34.     (N)    088 37 26.     (W)     SCALED    
 KB0634* NAVD 88     -       204.552  (meters)     671.10   (feet)  ADJUSTED  
 KB0634  ___________________________________________________________________
 KB0634  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KB0634  DYNAMIC HT  -         204.436 (meters)     670.72  (feet)  COMP
 KB0634  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KB0634
 KB0634  VERT ORDER  -  SECOND    CLASS 0
 KB0634
 KB0634.The horizontal coordinates were scaled from a topographic map and have
 KB0634.an estimated accuracy of +/- 6 seconds.
 KB0634
 KB0634.The orthometric height was determined by differential leveling
 KB0634.and adjusted by the National Geodetic Survey in June 1991..
 KB0634
 KB0634.The geoid height was determined by GEOID03.
 KB0634
 KB0634.The dynamic height is computed by dividing the NAVD 88
 KB0634.geopotential number by the normal gravity value computed on the
 KB0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0634.degrees latitude (g = 980.6199 gals.).
 KB0634
 KB0634.The modeled gravity was interpolated from observed gravity values.
 KB0634
 KB0634;                    North         East    Units  Estimated Accuracy
 KB0634;SPC IL E     -   332,230.      275,070.      MT  (+/- 180 meters Scaled)
 KB0634
 KB0634                          SUPERSEDED SURVEY CONTROL
 KB0634
 KB0634  NGVD 29 (??/??/92)  204.624  (m)          671.34   (f) ADJ UNCH    2 0
 KB0634
 KB0634.Superseded values are not recommended for survey control.
 KB0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0634.See file dsdata.txt to determine how the superseded data were derived.
 KB0634
 KB0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ606912(NAD 83)
 KB0634_MARKER: DB = BENCH MARK DISK
 KB0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0634_STAMPING: L 82 1935
 KB0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0634+STABILITY: SURFACE MOTION
 KB0634
 KB0634  HISTORY     - Date     Condition        Report By
 KB0634  HISTORY     - 1935     MONUMENTED       CGS
 KB0634  HISTORY     - 1975     GOOD             ILDT
 KB0634
 KB0634                          STATION DESCRIPTION
 KB0634
 KB0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0634'4 MI S FROM LOVINGTON.
 KB0634'4.0 MILES SOUTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 KB0634'LOVINGTON, MOULTRIE COUNTY, AT CUSHMAN, AT THE B.F. FULTZ
 KB0634'RESIDENCE, 40 FEET WEST OF THE TRACK, 10 FEET EAST OF THE HOUSE,
 KB0634'AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED L 82 1935
 KB0634'AND SET IN THE TOP OF A CONCRETE POST.
 KB0634
 KB0634                          STATION RECOVERY (1975)
 KB0634
 KB0634'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0474 ***********************************************************************
 KB0474  DESIGNATION -  L 83
 KB0474  PID         -  KB0474
 KB0474  STATE/COUNTY-  IL/EFFINGHAM
 KB0474  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0474
 KB0474                         *CURRENT SURVEY CONTROL
 KB0474  ___________________________________________________________________
 KB0474* NAD 83(1986)-  39 07 12.     (N)    088 33 17.     (W)     SCALED    
 KB0474* NAVD 88     -       179.754  (meters)     589.74   (feet)  ADJUSTED  
 KB0474  ___________________________________________________________________
 KB0474  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0474  DYNAMIC HT  -         179.646 (meters)     589.39  (feet)  COMP
 KB0474  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 KB0474
 KB0474  VERT ORDER  -  SECOND    CLASS 0
 KB0474
 KB0474.The horizontal coordinates were scaled from a topographic map and have
 KB0474.an estimated accuracy of +/- 6 seconds.
 KB0474
 KB0474.The orthometric height was determined by differential leveling
 KB0474.and adjusted by the National Geodetic Survey in June 1991..
 KB0474
 KB0474.The geoid height was determined by GEOID03.
 KB0474
 KB0474.The dynamic height is computed by dividing the NAVD 88
 KB0474.geopotential number by the normal gravity value computed on the
 KB0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0474.degrees latitude (g = 980.6199 gals.).
 KB0474
 KB0474.The modeled gravity was interpolated from observed gravity values.
 KB0474
 KB0474;                    North         East    Units  Estimated Accuracy
 KB0474;SPC IL E     -   272,320.      280,860.      MT  (+/- 180 meters Scaled)
 KB0474
 KB0474                          SUPERSEDED SURVEY CONTROL
 KB0474
 KB0474  NGVD 29 (??/??/92)  179.846  (m)          590.04   (f) ADJ UNCH    2 0
 KB0474
 KB0474.Superseded values are not recommended for survey control.
 KB0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0474.See file dsdata.txt to determine how the superseded data were derived.
 KB0474
 KB0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ655312(NAD 83)
 KB0474_MARKER: DB = BENCH MARK DISK
 KB0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0474_STAMPING: L 83 1935
 KB0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0474+STABILITY: SURFACE MOTION
 KB0474
 KB0474  HISTORY     - Date     Condition        Report By
 KB0474  HISTORY     - 1935     MONUMENTED       CGS
 KB0474  HISTORY     - 1945     GOOD             NGS
 KB0474  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0474
 KB0474                          STATION DESCRIPTION
 KB0474
 KB0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 KB0474'AT EFFINGHAM.
 KB0474'AT EFFINGHAM, EFFINGHAM COUNTY, ON THE WABASH RAILWAY, 7-1/2
 KB0474'RAILS SOUTH OF THE STATION, 4 RAILS SOUTH OF THE CROSSING OF
 KB0474'U.S. HIGHWAY 40, 25 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 KB0474'AND 3-1/2 FEET WEST AND 4 FEET NORTH OF A SOUTHWEST FENCE CORNER.
 KB0474'A STANDARD DISK, STAMPED L 83 1935 AND SET IN THE TOP OF A CONCRETE
 KB0474'POST.  NOTE-- IT WAS REPORTED IN 1942 THAT THE WABASH RAILWAY
 KB0474'HAS BEEN ABANDONED AT THIS POINT, AND THE OLD STATION HAS BEEN
 KB0474'TURNED AROUND AND MADE INTO A SERVICE STATION.
 KB0474
 KB0474                          STATION RECOVERY (1983)
 KB0474
 KB0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0780 ***********************************************************************
 JB0780  DESIGNATION -  L 8=474 USGS
 JB0780  PID         -  JB0780
 JB0780  STATE/COUNTY-  IL/FAYETTE
 JB0780  USGS QUAD   -  VANDALIA (1974)
 JB0780
 JB0780                         *CURRENT SURVEY CONTROL
 JB0780  ___________________________________________________________________
 JB0780* NAD 83(1986)-  38 57 18.     (N)    089 05 34.     (W)     SCALED    
 JB0780* NAVD 88     -       144.048  (meters)     472.60   (feet)  POSTED    
 JB0780  ___________________________________________________________________
 JB0780  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JB0780  DYNAMIC HT  -         143.960 (meters)     472.31  (feet)  COMP
 JB0780  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 JB0780
 JB0780  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JB0780
 JB0780.The horizontal coordinates were scaled from a topographic map and have
 JB0780.an estimated accuracy of +/- 6 seconds.
 JB0780
 JB0780.The orthometric height was determined by differential leveling
 JB0780.and adjusted by the National Geodetic Survey in 1992..
 JB0780.No vertical observational check was made to the station.
 JB0780.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JB0780.was located on a no-check spur therefore a value was not computed.
 JB0780
 JB0780.The geoid height was determined by GEOID03.
 JB0780
 JB0780.The dynamic height is computed by dividing the NAVD 88
 JB0780.geopotential number by the normal gravity value computed on the
 JB0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0780.degrees latitude (g = 980.6199 gals.).
 JB0780
 JB0780.The modeled gravity was interpolated from observed gravity values.
 JB0780
 JB0780;                    North         East    Units  Estimated Accuracy
 JB0780;SPC IL E     -   254,260.      234,170.      MT  (+/- 180 meters Scaled)
 JB0780
 JB0780                          SUPERSEDED SURVEY CONTROL
 JB0780
 JB0780.No superseded survey control is available for this station.
 JB0780
 JB0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ186138(NAD 83)
 JB0780_MARKER: P = PIPE CAP
 JB0780_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JB0780_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JB0780_STAMPING: 474
 JB0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0780
 JB0780  HISTORY     - Date     Condition        Report By
 JB0780  HISTORY     - UNK      MONUMENTED       USGS
 JB0780  HISTORY     - 1920     GOOD             NGS
 JB0780  HISTORY     - 1961     MARK NOT FOUND   USGS
 JB0780
 JB0780                          STATION DESCRIPTION
 JB0780
 JB0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1920
 JB0780'AT VANDALIA.
 JB0780'AT VANDALIA, FAYETTE COUNTY, NEAR THE SOUTHEAST CORNER OF SECTION
 JB0780'16, T 6 N, R 1 E, AND AT THE INTERSECTION OF NATIONAL AND
 JB0780'SHOBONIER ROADS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JB0780'CAP, STAMPED 474 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 JB0780'PIPE.
 JB0780
 JB0780                          STATION RECOVERY (1961)
 JB0780
 JB0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JB0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0148 ***********************************************************************
 JB0148  DESIGNATION -  L 85
 JB0148  PID         -  JB0148
 JB0148  STATE/COUNTY-  IL/WHITE
 JB0148  USGS QUAD   -  SPRINGERTON (1974)
 JB0148
 JB0148                         *CURRENT SURVEY CONTROL
 JB0148  ___________________________________________________________________
 JB0148* NAD 83(1986)-  38 08 36.     (N)    088 21 00.     (W)     SCALED    
 JB0148* NAVD 88     -       129.377  (meters)     424.46   (feet)  ADJUSTED  
 JB0148  ___________________________________________________________________
 JB0148  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JB0148  DYNAMIC HT  -         129.292 (meters)     424.19  (feet)  COMP
 JB0148  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 JB0148
 JB0148  VERT ORDER  -  SECOND    CLASS 0
 JB0148
 JB0148.The horizontal coordinates were scaled from a topographic map and have
 JB0148.an estimated accuracy of +/- 6 seconds.
 JB0148
 JB0148.The orthometric height was determined by differential leveling
 JB0148.and adjusted by the National Geodetic Survey in June 1991..
 JB0148
 JB0148.The geoid height was determined by GEOID03.
 JB0148
 JB0148.The dynamic height is computed by dividing the NAVD 88
 JB0148.geopotential number by the normal gravity value computed on the
 JB0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0148.degrees latitude (g = 980.6199 gals.).
 JB0148
 JB0148.The modeled gravity was interpolated from observed gravity values.
 JB0148
 JB0148;                    North         East    Units  Estimated Accuracy
 JB0148;SPC IL E     -   163,880.      298,540.      MT  (+/- 180 meters Scaled)
 JB0148
 JB0148                          SUPERSEDED SURVEY CONTROL
 JB0148
 JB0148  NGVD 29 (??/??/92)  129.487  (m)          424.83   (f) ADJ UNCH    2 0
 JB0148
 JB0148.Superseded values are not recommended for survey control.
 JB0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0148.See file dsdata.txt to determine how the superseded data were derived.
 JB0148
 JB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH817225(NAD 83)
 JB0148_MARKER: DB = BENCH MARK DISK
 JB0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0148_STAMPING: L 85 1935
 JB0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0148+STABILITY: SURFACE MOTION
 JB0148
 JB0148  HISTORY     - Date     Condition        Report By
 JB0148  HISTORY     - 1935     MONUMENTED       CGS
 JB0148  HISTORY     - 1974     POOR             NGS
 JB0148
 JB0148                          STATION DESCRIPTION
 JB0148
 JB0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JB0148'3.1 MI N FROM ENFIELD.
 JB0148'3.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0148'STATION AT ENFIELD, WHITE COUNTY, ABOUT 1000 FEET NORTH OF
 JB0148'MILEPOST S 36, ONE RAIL SOUTH OF A ROAD CROSSING, AND ABOUT 400
 JB0148'FEET SOUTHWEST OF A TENANT HOUSE OWNED BY MR. UPTON.  A STANDARD
 JB0148'DISK, STAMPED L 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0148'NOTE-- BROKEN, BUT TOP FITS PERFECTLY AND BASE IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1253 ***********************************************************************
 KA1253  DESIGNATION -  L 86
 KA1253  PID         -  KA1253
 KA1253  STATE/COUNTY-  IL/CLARK
 KA1253  USGS QUAD   -  CASEY (1984)
 KA1253
 KA1253                         *CURRENT SURVEY CONTROL
 KA1253  ___________________________________________________________________
 KA1253* NAD 83(1986)-  39 19 26.     (N)    087 54 29.     (W)     SCALED    
 KA1253* NAVD 88     -       184.117  (meters)     604.06   (feet)  ADJUSTED  
 KA1253  ___________________________________________________________________
 KA1253  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KA1253  DYNAMIC HT  -         184.011 (meters)     603.71  (feet)  COMP
 KA1253  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 KA1253
 KA1253  VERT ORDER  -  SECOND    CLASS 0
 KA1253
 KA1253.The horizontal coordinates were scaled from a topographic map and have
 KA1253.an estimated accuracy of +/- 6 seconds.
 KA1253
 KA1253.The orthometric height was determined by differential leveling
 KA1253.and adjusted by the National Geodetic Survey in June 1991..
 KA1253
 KA1253.The geoid height was determined by GEOID03.
 KA1253
 KA1253.The dynamic height is computed by dividing the NAVD 88
 KA1253.geopotential number by the normal gravity value computed on the
 KA1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1253.degrees latitude (g = 980.6199 gals.).
 KA1253
 KA1253.The modeled gravity was interpolated from observed gravity values.
 KA1253
 KA1253;                    North         East    Units  Estimated Accuracy
 KA1253;SPC IL E     -   295,020.      336,670.      MT  (+/- 180 meters Scaled)
 KA1253
 KA1253                          SUPERSEDED SURVEY CONTROL
 KA1253
 KA1253  NGVD 29 (??/??/92)  184.188  (m)          604.29   (f) ADJ UNCH    2 0
 KA1253
 KA1253.Superseded values are not recommended for survey control.
 KA1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1253.See file dsdata.txt to determine how the superseded data were derived.
 KA1253
 KA1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ217531(NAD 83)
 KA1253_MARKER: DB = BENCH MARK DISK
 KA1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1253_STAMPING: L 86 1935
 KA1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1253+STABILITY: SURFACE MOTION
 KA1253
 KA1253  HISTORY     - Date     Condition        Report By
 KA1253  HISTORY     - 1935     MONUMENTED       CGS
 KA1253  HISTORY     - 1959     MARK NOT FOUND   NGS
 KA1253  HISTORY     - 20050208 MARK NOT FOUND   ILDT
 KA1253
 KA1253                          STATION DESCRIPTION
 KA1253
 KA1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KA1253'1.4 MI SW FROM MARTINSVILLE.
 KA1253'1.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KA1253'STATION AT MARTINSVILLE, CLARK COUNTY, 0.2 MILE WEST OF MILEPOST
 KA1253'103, 35 FEET EAST OF A ROAD CROSSING, AND 10 FEET NORTH OF THE
 KA1253'TRACK.  A STANDARD DISK, STAMPED L 86 1935 AND SET IN THE TOP
 KA1253'OF A CONCRETE POST.  NOTE-- IN JULY 1945, THIS MARK WAS RECOVERED
 KA1253'WITH THE CONCRETE POST BROKEN OFF ABOUT 18 INCHES BELOW THE
 KA1253'GROUND, APPARENTLY RUN OVER BY HEAVY MACHINERY.  THE TOP PART
 KA1253'OF THE POST WAS SET BACK ON THE PART THAT REMAINED IN THE GROUND.
 KA1253'THE POST HAD BROKEN OFF CLEAN AND THE BROKEN ENDS MATCHED
 KA1253'PERFECTLY.  THE ELEVATION IS PROBABLY THE SAME.
 KA1253
 KA1253                          STATION RECOVERY (2005)
 KA1253
 KA1253'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0176 ***********************************************************************
 KB0176  DESIGNATION -  L 87
 KB0176  PID         -  KB0176
 KB0176  STATE/COUNTY-  IL/COLES
 KB0176  USGS QUAD   -  MATTOON EAST (1984)
 KB0176
 KB0176                         *CURRENT SURVEY CONTROL
 KB0176  ___________________________________________________________________
 KB0176* NAD 83(1986)-  39 28 58.     (N)    088 22 29.     (W)     SCALED    
 KB0176* NAVD 88     -       224.545  (meters)     736.69   (feet)  ADJUSTED  
 KB0176  ___________________________________________________________________
 KB0176  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0176  DYNAMIC HT  -         224.416 (meters)     736.27  (feet)  COMP
 KB0176  MODELED GRAV-     980,047.1   (mgal)                       NAVD 88
 KB0176
 KB0176  VERT ORDER  -  SECOND    CLASS 0
 KB0176
 KB0176.The horizontal coordinates were scaled from a topographic map and have
 KB0176.an estimated accuracy of +/- 6 seconds.
 KB0176
 KB0176.The orthometric height was determined by differential leveling
 KB0176.and adjusted by the National Geodetic Survey in June 1991..
 KB0176
 KB0176.The geoid height was determined by GEOID03.
 KB0176
 KB0176.The dynamic height is computed by dividing the NAVD 88
 KB0176.geopotential number by the normal gravity value computed on the
 KB0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0176.degrees latitude (g = 980.6199 gals.).
 KB0176
 KB0176.The modeled gravity was interpolated from observed gravity values.
 KB0176
 KB0176;                    North         East    Units  Estimated Accuracy
 KB0176;SPC IL E     -   312,580.      296,440.      MT  (+/- 180 meters Scaled)
 KB0176
 KB0176                          SUPERSEDED SURVEY CONTROL
 KB0176
 KB0176  NGVD 29 (??/??/92)  224.606  (m)          736.89   (f) ADJ UNCH    2 0
 KB0176
 KB0176.Superseded values are not recommended for survey control.
 KB0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0176.See file dsdata.txt to determine how the superseded data were derived.
 KB0176
 KB0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ817712(NAD 83)
 KB0176_MARKER: DB = BENCH MARK DISK
 KB0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0176_STAMPING: L 87 1935
 KB0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0176+STABILITY: SURFACE MOTION
 KB0176
 KB0176  HISTORY     - Date     Condition        Report By
 KB0176  HISTORY     - 1935     MONUMENTED       CGS
 KB0176  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0176  HISTORY     - 20050225 MARK NOT FOUND   ILDT
 KB0176
 KB0176                          STATION DESCRIPTION
 KB0176
 KB0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0176'AT MATTOON.
 KB0176'AT MATTOON, COLES COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 KB0176'AND ST. LOUIS RAILWAY, 5 RAILS EAST OF THE STATION, 8 RAILS WEST
 KB0176'OF THE SIXTEENTH STREET CROSSING, AT A PARK, 45 FEET SOUTH OF THE
 KB0176'TRACK, AND 10 FEET SOUTH OF A DRIVEWAY TO THE STATION.  A STANDARD
 KB0176'DISK, STAMPED L 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0176
 KB0176                          STATION RECOVERY (1982)
 KB0176
 KB0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0176'MARK NOT FOUND.
 KB0176
 KB0176                          STATION RECOVERY (2005)
 KB0176
 KB0176'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0510 ***********************************************************************
 KB0510  DESIGNATION -  L 89
 KB0510  PID         -  KB0510
 KB0510  STATE/COUNTY-  IL/EFFINGHAM
 KB0510  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0510
 KB0510                         *CURRENT SURVEY CONTROL
 KB0510  ___________________________________________________________________
 KB0510* NAD 83(1986)-  39 07 17.     (N)    088 32 30.     (W)     SCALED    
 KB0510* NAVD 88     -       181.892  (meters)     596.76   (feet)  ADJUSTED  
 KB0510  ___________________________________________________________________
 KB0510  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KB0510  DYNAMIC HT  -         181.783 (meters)     596.40  (feet)  COMP
 KB0510  MODELED GRAV-     980,023.2   (mgal)                       NAVD 88
 KB0510
 KB0510  VERT ORDER  -  SECOND    CLASS 0
 KB0510
 KB0510.The horizontal coordinates were scaled from a topographic map and have
 KB0510.an estimated accuracy of +/- 6 seconds.
 KB0510
 KB0510.The orthometric height was determined by differential leveling
 KB0510.and adjusted by the National Geodetic Survey in June 1991..
 KB0510.WARNING-Repeat measurements at this control monument indicate possible
 KB0510.vertical movement.
 KB0510
 KB0510.The geoid height was determined by GEOID03.
 KB0510
 KB0510.The dynamic height is computed by dividing the NAVD 88
 KB0510.geopotential number by the normal gravity value computed on the
 KB0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0510.degrees latitude (g = 980.6199 gals.).
 KB0510
 KB0510.The modeled gravity was interpolated from observed gravity values.
 KB0510
 KB0510;                    North         East    Units  Estimated Accuracy
 KB0510;SPC IL E     -   272,480.      281,980.      MT  (+/- 180 meters Scaled)
 KB0510
 KB0510                          SUPERSEDED SURVEY CONTROL
 KB0510
 KB0510  NGVD 29 (??/??/92)  181.983  (m)          597.06   (f) ADJ UNCH    2 0
 KB0510
 KB0510.Superseded values are not recommended for survey control.
 KB0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0510.See file dsdata.txt to determine how the superseded data were derived.
 KB0510
 KB0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ667313(NAD 83)
 KB0510_MARKER: DB = BENCH MARK DISK
 KB0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0510_STAMPING: L 89 1935
 KB0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0510+STABILITY: SURFACE MOTION
 KB0510
 KB0510  HISTORY     - Date     Condition        Report By
 KB0510  HISTORY     - 1935     MONUMENTED       CGS
 KB0510  HISTORY     - 1959     GOOD             NGS
 KB0510
 KB0510                          STATION DESCRIPTION
 KB0510
 KB0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KB0510'AT EFFINGHAM.
 KB0510'AT EFFINGHAM, IN THE SOUTHWEST CORNER OF THE COUNTY COURT HOUSE
 KB0510'YARD, 10 FEET NORTH OF THE NORTH EDGE OF THE EAST-WEST SIDEWALK,
 KB0510'11 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH SIDEWALK, 9
 KB0510'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE BASE FOR
 KB0510'A CANNON, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1054 ***********************************************************************
 JB1054  DESIGNATION -  L 9
 JB1054  PID         -  JB1054
 JB1054  STATE/COUNTY-  IL/WASHINGTON
 JB1054  USGS QUAD   -  TAMAROA (1975)
 JB1054
 JB1054                         *CURRENT SURVEY CONTROL
 JB1054  ___________________________________________________________________
 JB1054* NAD 83(1986)-  38 14 56.     (N)    089 12 21.     (W)     SCALED    
 JB1054* NAVD 88     -       154.968  (meters)     508.42   (feet)  ADJUSTED  
 JB1054  ___________________________________________________________________
 JB1054  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 JB1054  DYNAMIC HT  -         154.867 (meters)     508.09  (feet)  COMP
 JB1054  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 JB1054
 JB1054  VERT ORDER  -  FIRST     CLASS I
 JB1054
 JB1054.The horizontal coordinates were scaled from a topographic map and have
 JB1054.an estimated accuracy of +/- 6 seconds.
 JB1054
 JB1054.The orthometric height was determined by differential leveling
 JB1054.and adjusted by the National Geodetic Survey in June 1991..
 JB1054
 JB1054.The geoid height was determined by GEOID03.
 JB1054
 JB1054.The dynamic height is computed by dividing the NAVD 88
 JB1054.geopotential number by the normal gravity value computed on the
 JB1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1054.degrees latitude (g = 980.6199 gals.).
 JB1054
 JB1054.The modeled gravity was interpolated from observed gravity values.
 JB1054
 JB1054;                    North         East    Units  Estimated Accuracy
 JB1054;SPC IL W     -   176,030.      784,100.      MT  (+/- 180 meters Scaled)
 JB1054
 JB1054                          SUPERSEDED SURVEY CONTROL
 JB1054
 JB1054  NGVD 29 (??/??/92)  155.078  (m)          508.79   (f) ADJ UNCH    1 1
 JB1054
 JB1054.Superseded values are not recommended for survey control.
 JB1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1054.See file dsdata.txt to determine how the superseded data were derived.
 JB1054
 JB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH069357(NAD 83)
 JB1054_MARKER: DB = BENCH MARK DISK
 JB1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1054_STAMPING: L 9 1922
 JB1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1054+STABILITY: SURFACE MOTION
 JB1054
 JB1054  HISTORY     - Date     Condition        Report By
 JB1054  HISTORY     - 1922     MONUMENTED       CGS
 JB1054  HISTORY     - 1969     GOOD             NGS
 JB1054
 JB1054                          STATION DESCRIPTION
 JB1054
 JB1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1054'5.6 MI S FROM ASHLEY.
 JB1054'ABOUT 5.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1054'THE STATION AT ASHLEY, 0.25 MILE SOUTH OF A RAILROAD BRIDGE OVER
 JB1054'THE LITTLE MUDDY RIVER, 13 RAILS NORTH OF MILEPOST 272, 75
 JB1054'FEET SOUTH-SOUTHWEST OF THE CENTER OF A CROSSING OF THE RAILROAD
 JB1054'AND A TRAIL ROAD, 24 FEET WEST OF THE WEST RAIL OF THE WEST
 JB1054'TRACK, 100 FEET WEST-SOUTHWEST AND ACROSS THE TRACKS FROM A
 JB1054'TELEPHONE POLE, 64 FEET EAST OF A FENCE, 1.3 FEET SOUTH OF A METAL
 JB1054'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND
 JB1054'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 JB1054'THE SURFACE OF THE GROUND.  SEC 21, T3S, R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1399 ***********************************************************************
 JA1399  DESIGNATION -  L 90
 JA1399  PID         -  JA1399
 JA1399  STATE/COUNTY-  IL/CRAWFORD
 JA1399  USGS QUAD   -  STOY (1977)
 JA1399
 JA1399                         *CURRENT SURVEY CONTROL
 JA1399  ___________________________________________________________________
 JA1399* NAD 83(1986)-  38 59 48.     (N)    087 50 01.     (W)     SCALED    
 JA1399* NAVD 88     -       142.073  (meters)     466.12   (feet)  ADJUSTED  
 JA1399  ___________________________________________________________________
 JA1399  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JA1399  DYNAMIC HT  -         141.989 (meters)     465.84  (feet)  COMP
 JA1399  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 JA1399
 JA1399  VERT ORDER  -  SECOND    CLASS 0
 JA1399
 JA1399.The horizontal coordinates were scaled from a topographic map and have
 JA1399.an estimated accuracy of +/- 6 seconds.
 JA1399
 JA1399.The orthometric height was determined by differential leveling
 JA1399.and adjusted by the National Geodetic Survey in June 1991..
 JA1399
 JA1399.The geoid height was determined by GEOID03.
 JA1399
 JA1399.The dynamic height is computed by dividing the NAVD 88
 JA1399.geopotential number by the normal gravity value computed on the
 JA1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1399.degrees latitude (g = 980.6199 gals.).
 JA1399
 JA1399.The modeled gravity was interpolated from observed gravity values.
 JA1399
 JA1399;                    North         East    Units  Estimated Accuracy
 JA1399;SPC IL E     -   258,730.      343,290.      MT  (+/- 180 meters Scaled)
 JA1399
 JA1399                          SUPERSEDED SURVEY CONTROL
 JA1399
 JA1399  NGVD 29 (??/??/92)  142.201  (m)          466.54   (f) ADJ UNCH    2 0
 JA1399
 JA1399.Superseded values are not recommended for survey control.
 JA1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1399.See file dsdata.txt to determine how the superseded data were derived.
 JA1399
 JA1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ278167(NAD 83)
 JA1399_MARKER: DB = BENCH MARK DISK
 JA1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1399_STAMPING: L 90 1935
 JA1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1399+STABILITY: SURFACE MOTION
 JA1399
 JA1399  HISTORY     - Date     Condition        Report By
 JA1399  HISTORY     - 1935     MONUMENTED       CGS
 JA1399  HISTORY     - 1965     GOOD             NGS
 JA1399
 JA1399                          STATION DESCRIPTION
 JA1399
 JA1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA1399'AT STOY.
 JA1399'AT STOY, CRAWFORD COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 15
 JA1399'YARDS WEST OF THE STATION, ABOUT 125 YARDS WEST OF A ROAD
 JA1399'CROSSING, 7 YARDS NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 JA1399'2 YARDS NORTH OF THE STATION PLATFORM.  A STANDARD DISK, STAMPED
 JA1399'L 90 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JA1399
 JA1399                          STATION RECOVERY (1965)
 JA1399
 JA1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JA1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0189 ***********************************************************************
 JB0189  DESIGNATION -  L 91
 JB0189  PID         -  JB0189
 JB0189  STATE/COUNTY-  IL/EDWARDS
 JB0189  USGS QUAD   -  ALBION NORTH (1971)
 JB0189
 JB0189                         *CURRENT SURVEY CONTROL
 JB0189  ___________________________________________________________________
 JB0189* NAD 83(1986)-  38 29 33.     (N)    088 00 32.     (W)     SCALED    
 JB0189* NAVD 88     -       132.962  (meters)     436.23   (feet)  ADJUSTED  
 JB0189  ___________________________________________________________________
 JB0189  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JB0189  DYNAMIC HT  -         132.878 (meters)     435.95  (feet)  COMP
 JB0189  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JB0189
 JB0189  VERT ORDER  -  SECOND    CLASS 0
 JB0189
 JB0189.The horizontal coordinates were scaled from a topographic map and have
 JB0189.an estimated accuracy of +/- 6 seconds.
 JB0189
 JB0189.The orthometric height was determined by differential leveling
 JB0189.and adjusted by the National Geodetic Survey in June 1991..
 JB0189
 JB0189.The geoid height was determined by GEOID03.
 JB0189
 JB0189.The dynamic height is computed by dividing the NAVD 88
 JB0189.geopotential number by the normal gravity value computed on the
 JB0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0189.degrees latitude (g = 980.6199 gals.).
 JB0189
 JB0189.The modeled gravity was interpolated from observed gravity values.
 JB0189
 JB0189;                    North         East    Units  Estimated Accuracy
 JB0189;SPC IL E     -   202,690.      328,300.      MT  (+/- 180 meters Scaled)
 JB0189
 JB0189                          SUPERSEDED SURVEY CONTROL
 JB0189
 JB0189  NGVD 29 (??/??/92)  133.080  (m)          436.61   (f) ADJ UNCH    2 0
 JB0189
 JB0189.Superseded values are not recommended for survey control.
 JB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0189.See file dsdata.txt to determine how the superseded data were derived.
 JB0189
 JB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH120609(NAD 83)
 JB0189_MARKER: DB = BENCH MARK DISK
 JB0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0189_STAMPING: L 91 1935
 JB0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0189+STABILITY: SURFACE MOTION
 JB0189
 JB0189  HISTORY     - Date     Condition        Report By
 JB0189  HISTORY     - 1935     MONUMENTED       CGS
 JB0189  HISTORY     - 1971     MARK NOT FOUND   NGS
 JB0189
 JB0189                          STATION DESCRIPTION
 JB0189
 JB0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JB0189'2 MI S FROM WEST SALEM.
 JB0189'2.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0189'STATION AT WEST SALEM, EDWARDS COUNTY, 17 RAILS SOUTH OF BRIDGE
 JB0189'196.9, AT MILEPOST P 197, AND 30 FEET WEST OF THE TRACK.  A
 JB0189'STANDARD DISK, STAMPED L 91 1935 AND SET IN THE TOP OF A
 JB0189'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0703 ***********************************************************************
 KB0703  DESIGNATION -  L 92
 KB0703  PID         -  KB0703
 KB0703  STATE/COUNTY-  IL/CHRISTIAN
 KB0703  USGS QUAD   -  TAYLORVILLE (1982)
 KB0703
 KB0703                         *CURRENT SURVEY CONTROL
 KB0703  ___________________________________________________________________
 KB0703* NAD 83(1986)-  39 33 00.     (N)    089 17 29.     (W)     SCALED    
 KB0703* NAVD 88     -       189.116  (meters)     620.46   (feet)  ADJUSTED  
 KB0703  ___________________________________________________________________
 KB0703  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KB0703  DYNAMIC HT  -         189.009 (meters)     620.11  (feet)  COMP
 KB0703  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 KB0703
 KB0703  VERT ORDER  -  SECOND    CLASS 0
 KB0703
 KB0703.The horizontal coordinates were scaled from a topographic map and have
 KB0703.an estimated accuracy of +/- 6 seconds.
 KB0703
 KB0703.The orthometric height was determined by differential leveling
 KB0703.and adjusted by the National Geodetic Survey in June 1991..
 KB0703
 KB0703.The geoid height was determined by GEOID03.
 KB0703
 KB0703.The dynamic height is computed by dividing the NAVD 88
 KB0703.geopotential number by the normal gravity value computed on the
 KB0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0703.degrees latitude (g = 980.6199 gals.).
 KB0703
 KB0703.The modeled gravity was interpolated from observed gravity values.
 KB0703
 KB0703;                    North         East    Units  Estimated Accuracy
 KB0703;SPC IL W     -   320,390.      775,230.      MT  (+/- 180 meters Scaled)
 KB0703
 KB0703                          SUPERSEDED SURVEY CONTROL
 KB0703
 KB0703  NGVD 29 (??/??/92)  189.210  (m)          620.77   (f) ADJ UNCH    2 0
 KB0703
 KB0703.Superseded values are not recommended for survey control.
 KB0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0703.See file dsdata.txt to determine how the superseded data were derived.
 KB0703
 KB0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ031803(NAD 83)
 KB0703_MARKER: DB = BENCH MARK DISK
 KB0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0703_STAMPING: L 92 1935
 KB0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0703+STABILITY: SURFACE MOTION
 KB0703
 KB0703  HISTORY     - Date     Condition        Report By
 KB0703  HISTORY     - 1935     MONUMENTED       CGS
 KB0703  HISTORY     - 1973     MARK NOT FOUND   ILDT
 KB0703  HISTORY     - 1977     MARK NOT FOUND   USGS
 KB0703
 KB0703                          STATION DESCRIPTION
 KB0703
 KB0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0703'AT TAYLORVILLE.
 KB0703'AT TAYLORVILLE, CHRISTIAN COUNTY, ON THE BALTIMORE AND OHIO
 KB0703'RAILROAD, ABOUT 125 YARDS WEST OF THE STATION, AT POLE 155/32 AT
 KB0703'STREET CROSSING, 9 YARDS WEST OF THE CENTERLINE OF MAIN STREET,
 KB0703'AND 5 YARDS SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 KB0703'STANDARD DISK, STAMPED L 92 1935 AND SET IN THE TOP OF A CONCRETE
 KB0703'POST.
 KB0703
 KB0703                          STATION RECOVERY (1973)
 KB0703
 KB0703'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0703'MARK NOT FOUND.
 KB0703
 KB0703                          STATION RECOVERY (1977)
 KB0703
 KB0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0732 ***********************************************************************
 KB0732  DESIGNATION -  L 93
 KB0732  PID         -  KB0732
 KB0732  STATE/COUNTY-  IL/MONTGOMERY
 KB0732  USGS QUAD   -  NOKOMIS (1980)
 KB0732
 KB0732                         *CURRENT SURVEY CONTROL
 KB0732  ___________________________________________________________________
 KB0732* NAD 83(1986)-  39 15 01.     (N)    089 21 13.     (W)     SCALED    
 KB0732* NAVD 88     -       202.730  (meters)     665.12   (feet)  ADJUSTED  
 KB0732  ___________________________________________________________________
 KB0732  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KB0732  DYNAMIC HT  -         202.613 (meters)     664.74  (feet)  COMP
 KB0732  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 KB0732
 KB0732  VERT ORDER  -  SECOND    CLASS 0
 KB0732
 KB0732.The horizontal coordinates were scaled from a topographic map and have
 KB0732.an estimated accuracy of +/- 6 seconds.
 KB0732
 KB0732.The orthometric height was determined by differential leveling
 KB0732.and adjusted by the National Geodetic Survey in June 1991..
 KB0732
 KB0732.The geoid height was determined by GEOID03.
 KB0732
 KB0732.The dynamic height is computed by dividing the NAVD 88
 KB0732.geopotential number by the normal gravity value computed on the
 KB0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0732.degrees latitude (g = 980.6199 gals.).
 KB0732
 KB0732.The modeled gravity was interpolated from observed gravity values.
 KB0732
 KB0732;                    North         East    Units  Estimated Accuracy
 KB0732;SPC IL W     -   287,070.      770,180.      MT  (+/- 180 meters Scaled)
 KB0732
 KB0732                          SUPERSEDED SURVEY CONTROL
 KB0732
 KB0732  NGVD 29 (??/??/92)  202.840  (m)          665.48   (f) ADJ UNCH    2 0
 KB0732
 KB0732.Superseded values are not recommended for survey control.
 KB0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0732.See file dsdata.txt to determine how the superseded data were derived.
 KB0732
 KB0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ969471(NAD 83)
 KB0732_MARKER: DB = BENCH MARK DISK
 KB0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0732_STAMPING: L 93 1935
 KB0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0732+STABILITY: SURFACE MOTION
 KB0732
 KB0732  HISTORY     - Date     Condition        Report By
 KB0732  HISTORY     - 1935     MONUMENTED       CGS
 KB0732  HISTORY     - 1974     MARK NOT FOUND   USGS
 KB0732  HISTORY     - 1977     MARK NOT FOUND   USGS
 KB0732
 KB0732                          STATION DESCRIPTION
 KB0732
 KB0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0732'AT WITT.
 KB0732'AT WITT, MONTGOMERY COUNTY, ON THE CLEVELAND, CINCINNATI,
 KB0732'CHICAGO AND ST. LOUIS RAILWAY, 4 RAILS SOUTHWEST OF THE STATION,
 KB0732'35 FEET NORTHWEST OF THE NORTHWEST RAIL, 34 FEET EAST OF THE
 KB0732'CENTERLINE OF A STREET, AND 9 FEET SOUTHWEST OF A TELEPHONE
 KB0732'POLE.  A STANDARD DISK, STAMPED L 93 1935 AND SET IN THE TOP
 KB0732'OF A CONCRETE POST.
 KB0732
 KB0732                          STATION RECOVERY (1974)
 KB0732
 KB0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KB0732'MARK NOT FOUND.
 KB0732
 KB0732                          STATION RECOVERY (1977)
 KB0732
 KB0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0835 ***********************************************************************
 KB0835  DESIGNATION -  L 94
 KB0835  PID         -  KB0835
 KB0835  STATE/COUNTY-  IL/MACOUPIN
 KB0835  USGS QUAD   -  GILLESPIE SOUTH (1974)
 KB0835
 KB0835                         *CURRENT SURVEY CONTROL
 KB0835  ___________________________________________________________________
 KB0835* NAD 83(1986)-  39 00 32.     (N)    089 47 00.     (W)     SCALED    
 KB0835* NAVD 88     -       189.912  (meters)     623.07   (feet)  ADJUSTED  
 KB0835  ___________________________________________________________________
 KB0835  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KB0835  DYNAMIC HT  -         189.800 (meters)     622.70  (feet)  COMP
 KB0835  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 KB0835
 KB0835  VERT ORDER  -  SECOND    CLASS 0
 KB0835
 KB0835.The horizontal coordinates were scaled from a topographic map and have
 KB0835.an estimated accuracy of +/- 6 seconds.
 KB0835
 KB0835.The orthometric height was determined by differential leveling
 KB0835.and adjusted by the National Geodetic Survey in June 1991..
 KB0835
 KB0835.The geoid height was determined by GEOID03.
 KB0835
 KB0835.The dynamic height is computed by dividing the NAVD 88
 KB0835.geopotential number by the normal gravity value computed on the
 KB0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0835.degrees latitude (g = 980.6199 gals.).
 KB0835
 KB0835.The modeled gravity was interpolated from observed gravity values.
 KB0835
 KB0835;                    North         East    Units  Estimated Accuracy
 KB0835;SPC IL W     -   260,030.      733,200.      MT  (+/- 180 meters Scaled)
 KB0835
 KB0835                          SUPERSEDED SURVEY CONTROL
 KB0835
 KB0835  NGVD 29 (??/??/92)  190.04   (m)          623.5    (f) COMPUTED    2 0
 KB0835
 KB0835.Superseded values are not recommended for survey control.
 KB0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0835.See file dsdata.txt to determine how the superseded data were derived.
 KB0835
 KB0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ589214(NAD 83)
 KB0835_MARKER: DB = BENCH MARK DISK
 KB0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0835_STAMPING: L 94 1935
 KB0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0835+STABILITY: SURFACE MOTION
 KB0835
 KB0835  HISTORY     - Date     Condition        Report By
 KB0835  HISTORY     - 1935     MONUMENTED       CGS
 KB0835  HISTORY     - 1960     MARK NOT FOUND   NGS
 KB0835
 KB0835                          STATION DESCRIPTION
 KB0835
 KB0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0835'AT STAUNTON.
 KB0835'AT STAUNTON, MACOUPIN COUNTY, ON THE WABASH RAILROAD, 65 FEET
 KB0835'EAST OF THE STATION, 3 RAILS NORTH OF A STREET CROSSING, AT POLE
 KB0835'450/15, AND 15 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 KB0835'STAMPED L 94 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0835'NOTE-- IT WAS REPORTED IN DECEMBER 1947 THAT THIS POST WAS PULLED
 KB0835'OUT AND REPLACED BY A RAILROAD GRADING CREW.  USE WITH CAUTION.
 KB0835
 KB0835                          STATION RECOVERY (1960)
 KB0835
 KB0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KB0835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0971 ***********************************************************************
 KB0971  DESIGNATION -  L 95
 KB0971  PID         -  KB0971
 KB0971  STATE/COUNTY-  IL/SANGAMON
 KB0971  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB0971
 KB0971                         *CURRENT SURVEY CONTROL
 KB0971  ___________________________________________________________________
 KB0971* NAD 83(1986)-  39 46 44.     (N)    089 39 12.     (W)     SCALED    
 KB0971* NAVD 88     -       184.008  (meters)     603.70   (feet)  ADJUSTED  
 KB0971  ___________________________________________________________________
 KB0971  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KB0971  DYNAMIC HT  -         183.906 (meters)     603.36  (feet)  COMP
 KB0971  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 KB0971
 KB0971  VERT ORDER  -  SECOND    CLASS 0
 KB0971
 KB0971.The horizontal coordinates were scaled from a topographic map and have
 KB0971.an estimated accuracy of +/- 6 seconds.
 KB0971
 KB0971.The orthometric height was determined by differential leveling
 KB0971.and adjusted by the National Geodetic Survey in June 1991..
 KB0971
 KB0971.The geoid height was determined by GEOID03.
 KB0971
 KB0971.The dynamic height is computed by dividing the NAVD 88
 KB0971.geopotential number by the normal gravity value computed on the
 KB0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0971.degrees latitude (g = 980.6199 gals.).
 KB0971
 KB0971.The modeled gravity was interpolated from observed gravity values.
 KB0971
 KB0971;                    North         East    Units  Estimated Accuracy
 KB0971;SPC IL W     -   345,570.      743,970.      MT  (+/- 180 meters Scaled)
 KB0971
 KB0971                          SUPERSEDED SURVEY CONTROL
 KB0971
 KB0971  NGVD 29 (??/??/92)  184.105  (m)          604.02   (f) ADJ UNCH    2 0
 KB0971
 KB0971.Superseded values are not recommended for survey control.
 KB0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0971.See file dsdata.txt to determine how the superseded data were derived.
 KB0971
 KB0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK727065(NAD 83)
 KB0971_MARKER: DB = BENCH MARK DISK
 KB0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0971_STAMPING: L 95 1935 604.165
 KB0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0971+STABILITY: SURFACE MOTION
 KB0971
 KB0971  HISTORY     - Date     Condition        Report By
 KB0971  HISTORY     - 1935     MONUMENTED       CGS
 KB0971  HISTORY     - 1942     GOOD             NGS
 KB0971  HISTORY     - 1971     GOOD             ILHD
 KB0971  HISTORY     - 1976     GOOD             NGS
 KB0971
 KB0971                          STATION DESCRIPTION
 KB0971
 KB0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KB0971'AT SPRINGFIELD.
 KB0971'AT SPRINGFIELD, SANGAMON COUNTY, 1.5 MILES SOUTH OF THE OLD
 KB0971'ALTON RAILROAD STATION, ABOUT 100 YARDS WEST OF THE TRACKS, ON
 KB0971'ASH STREET BETWEEN FIRST AND SECOND STREETS, 1 FOOT NORTH OF
 KB0971'THE DIVISION OF HIGHWAYS OFFICE BUILDING FOR THE 6TH DISTRICT,
 KB0971'AND 1 FOOT WEST OF THE ENTRANCE WALK.  A STANDARD DISK, STAMPED
 KB0971'L 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0971
 KB0971                          STATION RECOVERY (1971)
 KB0971
 KB0971'RECOVERY NOTE BY IL HIGHWAY DEPT 1971
 KB0971'RECOVERED IN GOOD CONDITION.
 KB0971
 KB0971                          STATION RECOVERY (1976)
 KB0971
 KB0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0063 ***********************************************************************
 KC0063  DESIGNATION -  L 96
 KC0063  PID         -  KC0063
 KC0063  STATE/COUNTY-  IL/GREENE
 KC0063  USGS QUAD   -  DAUM (1983)
 KC0063
 KC0063                         *CURRENT SURVEY CONTROL
 KC0063  ___________________________________________________________________
 KC0063* NAD 83(1986)-  39 21 53.     (N)    090 15 48.     (W)     SCALED    
 KC0063* NAVD 88     -       181.101  (meters)     594.16   (feet)  ADJUSTED  
 KC0063  ___________________________________________________________________
 KC0063  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KC0063  DYNAMIC HT  -         180.998 (meters)     593.82  (feet)  COMP
 KC0063  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 KC0063
 KC0063  VERT ORDER  -  SECOND    CLASS 0
 KC0063
 KC0063.The horizontal coordinates were scaled from a topographic map and have
 KC0063.an estimated accuracy of +/- 6 seconds.
 KC0063
 KC0063.The orthometric height was determined by differential leveling
 KC0063.and adjusted by the National Geodetic Survey in June 1991..
 KC0063
 KC0063.The geoid height was determined by GEOID03.
 KC0063
 KC0063.The dynamic height is computed by dividing the NAVD 88
 KC0063.geopotential number by the normal gravity value computed on the
 KC0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0063.degrees latitude (g = 980.6199 gals.).
 KC0063
 KC0063.The modeled gravity was interpolated from observed gravity values.
 KC0063
 KC0063;                    North         East    Units  Estimated Accuracy
 KC0063;SPC IL W     -   299,460.      691,670.      MT  (+/- 180 meters Scaled)
 KC0063
 KC0063                          SUPERSEDED SURVEY CONTROL
 KC0063
 KC0063  NGVD 29 (??/??/92)  181.226  (m)          594.57   (f) ADJ UNCH    2 0
 KC0063
 KC0063.Superseded values are not recommended for survey control.
 KC0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0063.See file dsdata.txt to determine how the superseded data were derived.
 KC0063
 KC0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD357608(NAD 83)
 KC0063_MARKER: DB = BENCH MARK DISK
 KC0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0063_STAMPING: L 96 1935
 KC0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0063+STABILITY: SURFACE MOTION
 KC0063
 KC0063  HISTORY     - Date     Condition        Report By
 KC0063  HISTORY     - 1935     MONUMENTED       CGS
 KC0063
 KC0063                          STATION DESCRIPTION
 KC0063
 KC0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0063'2.9 MI NW FROM GREENFIELD.
 KC0063'2.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KC0063'RAILROAD FROM THE STATION AT GREENFIELD, GREENE COUNTY, 10 YARDS
 KC0063'NORTHWEST OF A ROAD CROSSING, 9 YARDS NORTHEAST OF THE CENTERLINE
 KC0063'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0331 ***********************************************************************
 JC0331  DESIGNATION -  L 97
 JC0331  PID         -  JC0331
 JC0331  STATE/COUNTY-  IL/RANDOLPH
 JC0331  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC0331
 JC0331                         *CURRENT SURVEY CONTROL
 JC0331  ___________________________________________________________________
 JC0331* NAD 83(1986)-  38 03 46.     (N)    090 04 26.     (W)     SCALED    
 JC0331* NAVD 88     -       118.681  (meters)     389.37   (feet)  ADJUSTED  
 JC0331  ___________________________________________________________________
 JC0331  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JC0331  DYNAMIC HT  -         118.602 (meters)     389.11  (feet)  COMP
 JC0331  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 JC0331
 JC0331  VERT ORDER  -  SECOND    CLASS 0
 JC0331
 JC0331.The horizontal coordinates were scaled from a topographic map and have
 JC0331.an estimated accuracy of +/- 6 seconds.
 JC0331
 JC0331.The orthometric height was determined by differential leveling
 JC0331.and adjusted by the National Geodetic Survey in June 1991..
 JC0331
 JC0331.The geoid height was determined by GEOID03.
 JC0331
 JC0331.The dynamic height is computed by dividing the NAVD 88
 JC0331.geopotential number by the normal gravity value computed on the
 JC0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0331.degrees latitude (g = 980.6199 gals.).
 JC0331
 JC0331.The modeled gravity was interpolated from observed gravity values.
 JC0331
 JC0331;                    North         East    Units  Estimated Accuracy
 JC0331;SPC IL W     -   154,940.      708,140.      MT  (+/- 180 meters Scaled)
 JC0331
 JC0331                          SUPERSEDED SURVEY CONTROL
 JC0331
 JC0331  NGVD 29 (??/??/92)  118.795  (m)          389.75   (f) ADJ UNCH    2 0
 JC0331
 JC0331.Superseded values are not recommended for survey control.
 JC0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0331.See file dsdata.txt to determine how the superseded data were derived.
 JC0331
 JC0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC567168(NAD 83)
 JC0331_MARKER: DB = BENCH MARK DISK
 JC0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0331_STAMPING: L 97 1935
 JC0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0331+STABILITY: SURFACE MOTION
 JC0331
 JC0331  HISTORY     - Date     Condition        Report By
 JC0331  HISTORY     - 1935     MONUMENTED       CGS
 JC0331
 JC0331                          STATION DESCRIPTION
 JC0331
 JC0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0331'2 MI S FROM PRAIRIE DU ROCHER.
 JC0331'2.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0331'STATION AT PRAIRIE DU ROCHER, RANDOLPH COUNTY, AT POLE 43/25,
 JC0331'75 FEET EAST OF THE EAST MAIN TRACK, 5 FEET SOUTH OF A PRIVATE
 JC0331'LANE THAT LEADS TO A FARMHOUSE, AND ONE FOOT SOUTH OF A FENCE.
 JC0331'A STANDARD DISK, STAMPED L 97 1935 AND SET IN THE TOP OF A
 JC0331'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0579 ***********************************************************************
 HB0579  DESIGNATION -  L 98
 HB0579  PID         -  HB0579
 HB0579  STATE/COUNTY-  IL/JACKSON
 HB0579  USGS QUAD   -  GORHAM (1994)
 HB0579
 HB0579                         *CURRENT SURVEY CONTROL
 HB0579  ___________________________________________________________________
 HB0579* NAD 83(1986)-  37 40 52.     (N)    089 28 03.     (W)     SCALED    
 HB0579* NAVD 88     -       111.711  (meters)     366.51   (feet)  ADJUSTED  
 HB0579  ___________________________________________________________________
 HB0579  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 HB0579  DYNAMIC HT  -         111.633 (meters)     366.25  (feet)  COMP
 HB0579  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 HB0579
 HB0579  VERT ORDER  -  SECOND    CLASS 0
 HB0579
 HB0579.The horizontal coordinates were scaled from a topographic map and have
 HB0579.an estimated accuracy of +/- 6 seconds.
 HB0579
 HB0579.The orthometric height was determined by differential leveling
 HB0579.and adjusted by the National Geodetic Survey in June 1991..
 HB0579
 HB0579.The geoid height was determined by GEOID03.
 HB0579
 HB0579.The dynamic height is computed by dividing the NAVD 88
 HB0579.geopotential number by the normal gravity value computed on the
 HB0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0579.degrees latitude (g = 980.6199 gals.).
 HB0579
 HB0579.The modeled gravity was interpolated from observed gravity values.
 HB0579
 HB0579;                    North         East    Units  Estimated Accuracy
 HB0579;SPC IL W     -   112,810.      761,670.      MT  (+/- 180 meters Scaled)
 HB0579
 HB0579                          SUPERSEDED SURVEY CONTROL
 HB0579
 HB0579  NGVD 29 (??/??/??)  111.797  (m)          366.79   (f) ADJUSTED    2 0
 HB0579
 HB0579.Superseded values are not recommended for survey control.
 HB0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0579.See file dsdata.txt to determine how the superseded data were derived.
 HB0579
 HB0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG824733(NAD 83)
 HB0579_MARKER: DB = BENCH MARK DISK
 HB0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0579_STAMPING: L 98 1935
 HB0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0579+STABILITY: SURFACE MOTION
 HB0579
 HB0579  HISTORY     - Date     Condition        Report By
 HB0579  HISTORY     - 1935     MONUMENTED       CGS
 HB0579
 HB0579                          STATION DESCRIPTION
 HB0579
 HB0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0579'2.8 MI S FROM GORHAM.
 HB0579'2.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HB0579'STATION AT GORHAM, JACKSON COUNTY, AT POLE 87/02, 25 FEET NORTH
 HB0579'OF A ROAD CROSSING, AND 43 FEET EAST OF THE CENTERLINE OF THE EAST
 HB0579'MAIN TRACK.  A STANDARD DISK, STAMPED L 98 1935 AND SET IN THE
 HB0579'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1236 ***********************************************************************
 JB1236  DESIGNATION -  L 99
 JB1236  PID         -  JB1236
 JB1236  STATE/COUNTY-  IL/RANDOLPH
 JB1236  USGS QUAD   -  TILDEN (1982)
 JB1236
 JB1236                         *CURRENT SURVEY CONTROL
 JB1236  ___________________________________________________________________
 JB1236* NAD 83(1986)-  38 11 42.     (N)    089 37 44.     (W)     SCALED    
 JB1236* NAVD 88     -       163.754  (meters)     537.25   (feet)  ADJUSTED  
 JB1236  ___________________________________________________________________
 JB1236  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 JB1236  DYNAMIC HT  -         163.647 (meters)     536.90  (feet)  COMP
 JB1236  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 JB1236
 JB1236  VERT ORDER  -  SECOND    CLASS 0
 JB1236
 JB1236.The horizontal coordinates were scaled from a topographic map and have
 JB1236.an estimated accuracy of +/- 6 seconds.
 JB1236
 JB1236.The orthometric height was determined by differential leveling
 JB1236.and adjusted by the National Geodetic Survey in June 1991..
 JB1236
 JB1236.The geoid height was determined by GEOID03.
 JB1236
 JB1236.The dynamic height is computed by dividing the NAVD 88
 JB1236.geopotential number by the normal gravity value computed on the
 JB1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1236.degrees latitude (g = 980.6199 gals.).
 JB1236
 JB1236.The modeled gravity was interpolated from observed gravity values.
 JB1236
 JB1236;                    North         East    Units  Estimated Accuracy
 JB1236;SPC IL W     -   169,750.      747,110.      MT  (+/- 180 meters Scaled)
 JB1236
 JB1236                          SUPERSEDED SURVEY CONTROL
 JB1236
 JB1236  NGVD 29 (??/??/92)  163.863  (m)          537.61   (f) ADJ UNCH    2 0
 JB1236
 JB1236.Superseded values are not recommended for survey control.
 JB1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1236.See file dsdata.txt to determine how the superseded data were derived.
 JB1236
 JB1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH697307(NAD 83)
 JB1236_MARKER: DB = BENCH MARK DISK
 JB1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1236_STAMPING: L 99 1935
 JB1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1236+STABILITY: SURFACE MOTION
 JB1236
 JB1236  HISTORY     - Date     Condition        Report By
 JB1236  HISTORY     - 1935     MONUMENTED       CGS
 JB1236  HISTORY     - 1962     MARK NOT FOUND   USGS
 JB1236
 JB1236                          STATION DESCRIPTION
 JB1236
 JB1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1236'1.5 MI NW FROM COULTERVILLE.
 JB1236'1.5 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1236'STATION AT COULTERVILLE, RANDOLPH COUNTY, 200 FEET EAST OF
 JB1236'MILEPOST E 45, 68 FEET NORTHWEST OF A ROAD CROSSING, AND 20 FEET
 JB1236'NORTHEAST OF THE CENTERLINE OF THE NORTHEAST MAIN TRACK.  A
 JB1236'STANDARD DISK, STAMPED L 99 1935 AND SET IN THE TOP OF A CONCRETE
 JB1236'POST.
 JB1236
 JB1236                          STATION RECOVERY (1962)
 JB1236
 JB1236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JB1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2338 ***********************************************************************
 LB2338  DESIGNATION -  L ERABLE ST JOHN BAP CATH CH
 LB2338  PID         -  LB2338
 LB2338  STATE/COUNTY-  IL/IROQUOIS
 LB2338  USGS QUAD   -  L'ERABLE (1986)
 LB2338
 LB2338                         *CURRENT SURVEY CONTROL
 LB2338  ___________________________________________________________________
 LB2338* NAD 83(1997)-  40 54 09.72256(N)    087 50 47.25836(W)     ADJUSTED  
 LB2338* NAVD 88     -                                                        
 LB2338  ___________________________________________________________________
 LB2338  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LB2338  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LB2338
 LB2338  HORZ ORDER  -  THIRD
 LB2338
 LB2338.The horizontal coordinates were established by classical geodetic methods
 LB2338.and adjusted by the National Geodetic Survey in October 1999..
 LB2338
 LB2338
 LB2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2338
 LB2338.The geoid height was determined by GEOID03.
 LB2338
 LB2338;                    North         East     Units Scale Factor Converg.
 LB2338;SPC IL E     -   470,350.818   341,022.349   MT  0.99999570   +0 19 07.7
 LB2338;SPC IL E     - 1,543,142.64  1,118,837.49   sFT  0.99999570   +0 19 07.7
 LB2338;UTM  16      - 4,528,300.847   428,706.403   MT  0.99966256   -0 33 15.4
 LB2338
 LB2338                          SUPERSEDED SURVEY CONTROL
 LB2338
 LB2338  NAD 83(1997)-  40 54 09.72243(N)    087 50 47.25753(W) AD(       ) 4
 LB2338  NAD 83(1986)-  40 54 09.72917(N)    087 50 47.26742(W) AD(       ) 4
 LB2338  NAD 27      -  40 54 09.60000(N)    087 50 47.11000(W) AD(       ) 3
 LB2338
 LB2338.Superseded values are not recommended for survey control.
 LB2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2338.See file dsdata.txt to determine how the superseded data were derived.
 LB2338
 LB2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2870628301(NAD 83)
 LB2338_MARKER: 90 = CHURCH SPIRE
 LB2338
 LB2338  HISTORY     - Date     Condition        Report By
 LB2338  HISTORY     - 1939     FIRST OBSERVED   CGS
 LB2338
 LB2338                          STATION DESCRIPTION
 LB2338
 LB2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LB2338'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE OF ST JOHN THE
 LB2338'BAPTIST CATHOLIC CHURCH OF LERABLE.  THE CHURCH IS A WOODEN
 LB2338'STRUCTURE WITH THE SPIRE ON THE WEST FACE.  THE SPIRE IS SURMOUNTED
 LB2338'BY A GOLD CROSS AND IS APPROXIMATELY 100 FEET HIGH.  IT IS LOCATED
 LB2338'IN THE CENTRAL PART OF TOWN.
 LB2338'
 LB2338'OBSERVED UPON FROM TRIANGULATION STATIONS.  CLIFTON NO. 2 (NO. 57 W
 LB2338'U. S. G. S.) AND ASHKUM (NO. 58 W U. S. G. S.).
 LB2338'
 LB2338'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3099 ***********************************************************************
 ME3099  DESIGNATION -  LA GRANGE MUNICIPAL TANK
 ME3099  PID         -  ME3099
 ME3099  STATE/COUNTY-  IL/COOK
 ME3099  USGS QUAD   -  BERWYN (1993)
 ME3099
 ME3099                         *CURRENT SURVEY CONTROL
 ME3099  ___________________________________________________________________
 ME3099* NAD 83(1997)-  41 48 24.79164(N)    087 51 41.51517(W)     ADJUSTED  
 ME3099* NAVD 88     -                                                        
 ME3099  ___________________________________________________________________
 ME3099  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 ME3099  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 ME3099
 ME3099  HORZ ORDER  -  THIRD
 ME3099
 ME3099.The horizontal coordinates were established by classical geodetic methods
 ME3099.and adjusted by the National Geodetic Survey in October 1999..
 ME3099
 ME3099
 ME3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3099
 ME3099.The geoid height was determined by GEOID03.
 ME3099
 ME3099;                    North         East     Units Scale Factor Converg.
 ME3099;SPC IL E     -   570,761.372   339,206.134   MT  0.99999391   +0 18 52.3
 ME3099;SPC IL E     - 1,872,572.93  1,112,878.79   sFT  0.99999391   +0 18 52.3
 ME3099;UTM  16      - 4,628,694.114   428,434.343   MT  0.99966302   -0 34 27.6
 ME3099
 ME3099                          SUPERSEDED SURVEY CONTROL
 ME3099
 ME3099  NAD 83(1997)-  41 48 24.79172(N)    087 51 41.51554(W) AD(       ) 4
 ME3099  NAD 83(1997)-  41 48 24.79394(N)    087 51 41.52376(W) AD(       ) 4
 ME3099  NAD 83(1986)-  41 48 24.79468(N)    087 51 41.52361(W) AD(       ) 4
 ME3099  NAD 27      -  41 48 24.68316(N)    087 51 41.31108(W) AD(       ) 3
 ME3099
 ME3099.Superseded values are not recommended for survey control.
 ME3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3099.See file dsdata.txt to determine how the superseded data were derived.
 ME3099
 ME3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2843428694(NAD 83)
 ME3099_MARKER: 53 = ELEVATED TANK
 ME3099
 ME3099  HISTORY     - Date     Condition        Report By
 ME3099  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3099  HISTORY     - 1965     GOOD             CGS
 ME3099  HISTORY     - 1989     GOOD             USPSQD
 ME3099  HISTORY     - 19970802 MARK NOT FOUND   USPSQD
 ME3099
 ME3099                          STATION DESCRIPTION
 ME3099
 ME3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3099'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3099'TANK LOCATED ON
 ME3099'THE EAST SIDE OF BLUFF STREET 0.1 MILE NORTH OF 47TH STREET IN THE
 ME3099'SOUTHEAST SECTION OF LA GRANGE.  IT IS A
 ME3099'STEEL TANK SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE
 ME3099'AND IS PAINTED SILVER.  THE HEIGHT IS ABOUT 140
 ME3099'FEET.
 ME3099
 ME3099                          STATION RECOVERY (1965)
 ME3099
 ME3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 ME3099'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME3099
 ME3099                          STATION RECOVERY (1989)
 ME3099
 ME3099'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3099'RECOVERED IN GOOD CONDITION.
 ME3099
 ME3099                          STATION RECOVERY (1997)
 ME3099
 ME3099'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3098 ***********************************************************************
 ME3098  DESIGNATION -  LA GRANGE PARK MUNICIPAL TANK
 ME3098  PID         -  ME3098
 ME3098  STATE/COUNTY-  IL/COOK
 ME3098  USGS QUAD   -  BERWYN (1993)
 ME3098
 ME3098                         *CURRENT SURVEY CONTROL
 ME3098  ___________________________________________________________________
 ME3098* NAD 83(1997)-  41 49 55.12270(N)    087 51 55.86914(W)     ADJUSTED  
 ME3098* NAVD 88     -                                                        
 ME3098  ___________________________________________________________________
 ME3098  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 ME3098  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 ME3098
 ME3098  HORZ ORDER  -  THIRD
 ME3098
 ME3098.The horizontal coordinates were established by classical geodetic methods
 ME3098.and adjusted by the National Geodetic Survey in October 1999..
 ME3098
 ME3098
 ME3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3098
 ME3098.The geoid height was determined by GEOID03.
 ME3098
 ME3098;                    North         East     Units Scale Factor Converg.
 ME3098;SPC IL E     -   573,546.461   338,859.628   MT  0.99999357   +0 18 43.2
 ME3098;SPC IL E     - 1,881,710.35  1,111,741.96   sFT  0.99999357   +0 18 43.2
 ME3098;UTM  16      - 4,631,483.322   428,131.194   MT  0.99966356   -0 34 38.2
 ME3098
 ME3098                          SUPERSEDED SURVEY CONTROL
 ME3098
 ME3098  NAD 83(1997)-  41 49 55.12276(N)    087 51 55.86956(W) AD(       ) 4
 ME3098  NAD 83(1997)-  41 49 55.12454(N)    087 51 55.87844(W) AD(       ) 4
 ME3098  NAD 83(1986)-  41 49 55.12543(N)    087 51 55.87817(W) AD(       ) 4
 ME3098  NAD 27      -  41 49 55.01567(N)    087 51 55.66460(W) AD(       ) 3
 ME3098
 ME3098.Superseded values are not recommended for survey control.
 ME3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3098.See file dsdata.txt to determine how the superseded data were derived.
 ME3098
 ME3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2813131483(NAD 83)
 ME3098_MARKER: 53 = ELEVATED TANK
 ME3098
 ME3098  HISTORY     - Date     Condition        Report By
 ME3098  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3098  HISTORY     - 1989     GOOD             USPSQD
 ME3098  HISTORY     - 19970901 GOOD             USPSQD
 ME3098
 ME3098                          STATION DESCRIPTION
 ME3098
 ME3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3098'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3098'TANK LOCATED ON
 ME3098'THE WEST SIDE OF THE RAILROAD TRACKS AT THE SOUTHEAST CORNER OF THE
 ME3098'INTERSECTION OF BARNSDALE ROAD AND
 ME3098'GARFIELD AVENUE 0.2 MILE SOUTH OF WEST 31ST STREET
 ME3098'IN THE NORTHEAST SECTION OF LA GRANGE PARK.  IT IS A
 ME3098'STEEL TANK SUPPORTED BY A SIX-
 ME3098'LEGGED STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME VILLAGE OF
 ME3098'LA GRANGE PARK PAINTED ON THE
 ME3098'EAST AND WEST SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT 140 FEET.
 ME3098
 ME3098                          STATION RECOVERY (1989)
 ME3098
 ME3098'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3098'RECOVERED IN GOOD CONDITION.
 ME3098
 ME3098                          STATION RECOVERY (1997)
 ME3098
 ME3098'RECOVERY NOTE BY US POWER SQUADRON 1997
 ME3098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3096 ***********************************************************************
 ME3096  DESIGNATION -  LA GRANGE RAD STA WTAQ N MAST
 ME3096  PID         -  ME3096
 ME3096  STATE/COUNTY-  IL/COOK
 ME3096  USGS QUAD   -  BERWYN (1993)
 ME3096
 ME3096                         *CURRENT SURVEY CONTROL
 ME3096  ___________________________________________________________________
 ME3096* NAD 83(1997)-  41 46 39.66379(N)    087 51 46.08450(W)     ADJUSTED  
 ME3096* NAVD 88     -                                                        
 ME3096  ___________________________________________________________________
 ME3096  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 ME3096  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 ME3096
 ME3096  HORZ ORDER  -  THIRD
 ME3096
 ME3096.The horizontal coordinates were established by classical geodetic methods
 ME3096.and adjusted by the National Geodetic Survey in October 1999..
 ME3096
 ME3096
 ME3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3096
 ME3096.The geoid height was determined by GEOID03.
 ME3096
 ME3096;                    North         East     Units Scale Factor Converg.
 ME3096;SPC IL E     -   567,517.399   339,118.411   MT  0.99999382   +0 18 48.6
 ME3096;SPC IL E     - 1,861,930.00  1,112,590.99   sFT  0.99999382   +0 18 48.6
 ME3096;UTM  16      - 4,625,452.963   428,296.368   MT  0.99966327   -0 34 29.5
 ME3096
 ME3096                          SUPERSEDED SURVEY CONTROL
 ME3096
 ME3096  NAD 83(1997)-  41 46 39.66388(N)    087 51 46.08485(W) AD(       ) 4
 ME3096  NAD 83(1997)-  41 46 39.66644(N)    087 51 46.09247(W) AD(       ) 4
 ME3096  NAD 83(1986)-  41 46 39.66706(N)    087 51 46.09234(W) AD(       ) 4
 ME3096  NAD 27      -  41 46 39.55514(N)    087 51 45.88269(W) AD(       ) 3
 ME3096
 ME3096.Superseded values are not recommended for survey control.
 ME3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3096.See file dsdata.txt to determine how the superseded data were derived.
 ME3096
 ME3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2829625453(NAD 83)
 ME3096_MARKER: 42 = RADIO/TV MAST
 ME3096
 ME3096  HISTORY     - Date     Condition        Report By
 ME3096  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3096  HISTORY     - 1965     GOOD             CGS
 ME3096  HISTORY     - 1989     GOOD             USPSQD
 ME3096  HISTORY     - 20050508 MARK NOT FOUND   GEOCAC
 ME3096
 ME3096                          STATION DESCRIPTION
 ME3096
 ME3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3096'THE STATION IS THE CENTER OF THE TOP OF THE NORTH ONE OF FOUR
 ME3096'MASTS OF RADIO
 ME3096'STATION WTAQ LOCATED 0.2 MILE EAST OF THE JUNCTION OF U.S. HIGHWAYS
 ME3096'66 AND 45 ABOUT 1 MILE SOUTH OF LA
 ME3096'GRANGE.  THE MASTS ARE SITUATED ABOUT 150 FEET APART IN
 ME3096'A NORTH SOUTH DIRECTION AND ARE 192 FEET HIGH.
 ME3096'THEY ARE UNIFORM CROSS-SECTION STEEL
 ME3096'MASTS SUPPORTED BY GUY WIRES AND ARE PAINTED IN ALTERNATE SECTIONS
 ME3096'OF ORANGE AND WHITE.  THE NORTH MAST
 ME3096'AND THE SOUTH MAST OF THE FOUR HAVE RED LIGHTS AT THE TOP.  THE OTHER
 ME3096'TWO ARE NOT LIGHTED.
 ME3096
 ME3096                          STATION RECOVERY (1965)
 ME3096
 ME3096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 ME3096'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME3096
 ME3096                          STATION RECOVERY (1989)
 ME3096
 ME3096'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3096'RECOVERED IN GOOD CONDITION.
 ME3096
 ME3096                          STATION RECOVERY (2005)
 ME3096
 ME3096'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME3096'NONE OF THE MASTS EXIST ANYMORE, MARK SHOULD BE CONSIDERED DESTROYED.
 ME3096'THE QUARRY SHOPPING CENTER, AND LAND BEING FURHTER DEVELOPED, ARE NOW
 ME3096'AT THESE COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0764 ***********************************************************************
 LD0764  DESIGNATION -  LA HARPE WATER TANK
 LD0764  PID         -  LD0764
 LD0764  STATE/COUNTY-  IL/HANCOCK
 LD0764  USGS QUAD   -  LA HARPE (1974)
 LD0764
 LD0764                         *CURRENT SURVEY CONTROL
 LD0764  ___________________________________________________________________
 LD0764* NAD 83(1997)-  40 34 58.60775(N)    090 57 57.34583(W)     ADJUSTED  
 LD0764* NAVD 88     -                                                        
 LD0764  ___________________________________________________________________
 LD0764  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 LD0764  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LD0764
 LD0764  HORZ ORDER  -  THIRD
 LD0764
 LD0764.The horizontal coordinates were established by classical geodetic methods
 LD0764.and adjusted by the National Geodetic Survey in October 1999..
 LD0764
 LD0764
 LD0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0764
 LD0764.The geoid height was determined by GEOID03.
 LD0764
 LD0764;                    North         East     Units Scale Factor Converg.
 LD0764;SPC IL W     -   435,021.559   632,335.442   MT  0.99999751   -0 31 11.9
 LD0764;SPC IL W     - 1,427,233.23  2,074,587.20   sFT  0.99999751   -0 31 11.9
 LD0764;UTM  15      - 4,494,450.209   672,147.814   MT  0.99996478   +1 19 24.9
 LD0764
 LD0764                          SUPERSEDED SURVEY CONTROL
 LD0764
 LD0764  NAD 83(1997)-  40 34 58.60777(N)    090 57 57.34579(W) AD(       ) 4
 LD0764  NAD 83(1986)-  40 34 58.61504(N)    090 57 57.34947(W) AD(       ) 4
 LD0764  NAD 27      -  40 34 58.45900(N)    090 57 56.85100(W) AD(       ) 3
 LD0764
 LD0764.Superseded values are not recommended for survey control.
 LD0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0764.See file dsdata.txt to determine how the superseded data were derived.
 LD0764
 LD0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE7214894450(NAD 83)
 LD0764_MARKER: 53 = ELEVATED TANK
 LD0764
 LD0764  HISTORY     - Date     Condition        Report By
 LD0764  HISTORY     - 1931     FIRST OBSERVED   CGS
 LD0764  HISTORY     - 1957     GOOD             CGS
 LD0764
 LD0764                          STATION DESCRIPTION
 LD0764
 LD0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 LD0764'INTERSECTION STATION RECOVERED.  NO PREVIOUS DESCRIPTION.
 LD0764'
 LD0764'STATION IS LOCATED IN THE EAST CENTRAL SECTION OF LA HARPE,
 LD0764'ABOUT 0.1 MILE EAST OF THE PARK SQUARE, AND ABOUT 300 FEET
 LD0764'SOUTH OF STATE ROUTE 9.  ACYLINDRICAL WATER TANK WITH FINIAL
 LD0764'AND ROUNDED BOTTOM SUPPORTED BY FOUR STEEL LEGS.  TANK IS ABOUT
 LD0764'110 FEET HIGH WITH SIDES AND TOP PAINTED SILVER AND LA HARPE
 LD0764'PAINTED ON THE WEST SIDE IN BLACK LETTERS.  BOTTOM OF TANK AND
 LD0764'STEEL LEGS ARE PAINTED BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1592 ***********************************************************************
 MF1592  DESIGNATION -  LA MOILLE MUNICIPAL TANK
 MF1592  PID         -  MF1592
 MF1592  STATE/COUNTY-  IL/BUREAU
 MF1592  USGS QUAD   -  LA MOILLE (1982)
 MF1592
 MF1592                         *CURRENT SURVEY CONTROL
 MF1592  ___________________________________________________________________
 MF1592* NAD 83(1997)-  41 31 55.54389(N)    089 16 56.76044(W)     ADJUSTED  
 MF1592* NAVD 88     -                                                        
 MF1592  ___________________________________________________________________
 MF1592  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 MF1592  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1592
 MF1592  HORZ ORDER  -  THIRD
 MF1592
 MF1592.The horizontal coordinates were established by classical geodetic methods
 MF1592.and adjusted by the National Geodetic Survey in October 1999..
 MF1592
 MF1592
 MF1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1592
 MF1592.The geoid height was determined by GEOID03.
 MF1592
 MF1592;                    North         East     Units Scale Factor Converg.
 MF1592;SPC IL W     -   540,493.620   773,789.640   MT  1.00000816   +0 35 10.7
 MF1592;SPC IL W     - 1,773,269.48  2,538,674.84   sFT  1.00000816   +0 35 10.7
 MF1592;SPC IL E     -   540,569.333   220,794.450   MT  1.00005217   -0 37 45.6
 MF1592;SPC IL E     - 1,773,517.89    724,389.79   sFT  1.00005217   -0 37 45.6
 MF1592;UTM  16      - 4,600,342.798   309,589.689   MT  1.00004619   -1 30 49.7
 MF1592
 MF1592                          SUPERSEDED SURVEY CONTROL
 MF1592
 MF1592  NAD 83(1997)-  41 31 55.54359(N)    089 16 56.76088(W) AD(       ) 4
 MF1592  NAD 83(1986)-  41 31 55.54999(N)    089 16 56.76698(W) AD(       ) 4
 MF1592  NAD 27      -  41 31 55.42800(N)    089 16 56.45400(W) AD(       ) 3
 MF1592
 MF1592.Superseded values are not recommended for survey control.
 MF1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1592.See file dsdata.txt to determine how the superseded data were derived.
 MF1592
 MF1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0959000343(NAD 83)
 MF1592_MARKER: 53 = ELEVATED TANK
 MF1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1592+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 MF1592
 MF1592  HISTORY     - Date     Condition        Report By
 MF1592  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1592  HISTORY     - 19960414 GOOD             USPSQD
 MF1592  HISTORY     - 20010601 GOOD             USPSQD
 MF1592  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 MF1592
 MF1592                          STATION DESCRIPTION
 MF1592
 MF1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1592'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK
 MF1592'LOCATED IN THE SOUTHEAST ANGLE OF A GRAVEL STREET INTERSECTION
 MF1592'ABOUT 150 FEET SOUTH OF THE DEPOT IN THE NORTHWEST SECTION OF
 MF1592'LA MOILLE.  IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL
 MF1592'STRUCTURE, IS ABOUT 125 FEET HIGH AND IS PAINTED BLACK WITH THE
 MF1592'NAME LA MOILLE ON THE EAST SIDE AND THE EAST SIDE OF THE TOP
 MF1592'IN WHITE LETTERS.
 MF1592
 MF1592                          STATION RECOVERY (1996)
 MF1592
 MF1592'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1592'RECOVERED IN GOOD CONDITION.
 MF1592
 MF1592                          STATION RECOVERY (2001)
 MF1592
 MF1592'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1592'RECOVERED IN GOOD CONDITION.
 MF1592
 MF1592                          STATION RECOVERY (2005)
 MF1592
 MF1592'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1592'DESCRIBED TANK HAS BEEN REPLACED AT SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1283 ***********************************************************************
 KB1283  DESIGNATION -  LA PLACE MUN TANK
 KB1283  PID         -  KB1283
 KB1283  STATE/COUNTY-  IL/PIATT
 KB1283  USGS QUAD   -  LA PLACE (1983)
 KB1283
 KB1283                         *CURRENT SURVEY CONTROL
 KB1283  ___________________________________________________________________
 KB1283* NAD 83(1997)-  39 48 06.92197(N)    088 43 06.20448(W)     ADJUSTED  
 KB1283* NAVD 88     -                                                        
 KB1283  ___________________________________________________________________
 KB1283  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 KB1283  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KB1283
 KB1283  HORZ ORDER  -  THIRD
 KB1283
 KB1283.The horizontal coordinates were established by classical geodetic methods
 KB1283.and adjusted by the National Geodetic Survey in October 1999..
 KB1283
 KB1283
 KB1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1283
 KB1283.The geoid height was determined by GEOID03.
 KB1283
 KB1283;                    North         East     Units Scale Factor Converg.
 KB1283;SPC IL E     -   348,078.738   267,024.483   MT  0.99998838   -0 14 47.4
 KB1283;SPC IL E     - 1,141,988.33    876,062.82   sFT  0.99998838   -0 14 47.4
 KB1283;UTM  16      - 4,407,185.334   352,891.763   MT  0.99986643   -1 06 00.7
 KB1283
 KB1283                          SUPERSEDED SURVEY CONTROL
 KB1283
 KB1283  NAD 83(1986)-  39 48 06.93315(N)    088 43 06.19548(W) AD(       ) 4
 KB1283  NAD 27      -  39 48 06.80648(N)    088 43 05.95408(W) AD(       ) 3
 KB1283
 KB1283.Superseded values are not recommended for survey control.
 KB1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1283.See file dsdata.txt to determine how the superseded data were derived.
 KB1283
 KB1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK5289207185(NAD 83)
 KB1283_MARKER: 53 = ELEVATED TANK
 KB1283
 KB1283  HISTORY     - Date     Condition        Report By
 KB1283  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1283
 KB1283                          STATION DESCRIPTION
 KB1283
 KB1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1283'LA PLACE MUNICIPAL WATER TANK IS A 3-LEGGED STEEL STRUCTURE
 KB1283'WITH BALL SHAPED TANK, PAINTED PALE GREEN, WITH THE LETTERS LA
 KB1283'PLACE IN BLACK ON THE SOUTHWEST AND NORTHEAST SIDE.  THE STRUCTURE
 KB1283'IS ABOUT 120 FEET HIGH.
 KB1283'
 KB1283'THE TANK IS LOCATED IN THE NORTH EDGE OF LA PLACE AND ABOUT
 KB1283'0.15 MILE EAST OF STATE HIGHWAY 32 AND 133.
 KB1283'
 KB1283'STATION IS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1627 ***********************************************************************
 MF1627  DESIGNATION -  LA SALLE
 MF1627  PID         -  MF1627
 MF1627  STATE/COUNTY-  IL/LA SALLE
 MF1627  USGS QUAD   -  LA SALLE (1993)
 MF1627
 MF1627                         *CURRENT SURVEY CONTROL
 MF1627  ___________________________________________________________________
 MF1627* NAD 83(1997)-  41 19 40.60901(N)    089 05 48.40098(W)     ADJUSTED  
 MF1627* NAVD 88     -       155.19   (+/-2cm)     509.2    (feet)  VERTCON   
 MF1627  ___________________________________________________________________
 MF1627  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 MF1627  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF1627
 MF1627  HORZ ORDER  -  SECOND
 MF1627  VERT ORDER  -  THIRD ? (See Below)
 MF1627
 MF1627.The horizontal coordinates were established by classical geodetic methods
 MF1627.and adjusted by the National Geodetic Survey in October 1999..
 MF1627
 MF1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1627.The vertical order pertains to the NGVD 29 superseded value.
 MF1627
 MF1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1627
 MF1627.The geoid height was determined by GEOID03.
 MF1627
 MF1627;                    North         East     Units Scale Factor Converg.
 MF1627;SPC IL E     -   517,742.911   236,088.217   MT  1.00002525   -0 30 15.0
 MF1627;SPC IL E     - 1,698,628.20    774,566.09   sFT  1.00002525   -0 30 15.0
 MF1627;SPC IL W     -   517,996.454   789,563.039   MT  1.00003986   +0 42 23.6
 MF1627;SPC IL W     - 1,699,460.03  2,590,424.74   sFT  1.00003986   +0 42 23.6
 MF1627;UTM  16      - 4,577,284.094   324,529.621   MT  0.99997894   -1 23 06.0
 MF1627
 MF1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1627!SPC IL E     -   0.99998083  x   1.00002525  =   1.00000608
 MF1627!SPC IL W     -   0.99998083  x   1.00003986  =   1.00002069
 MF1627!UTM  16      -   0.99998083  x   0.99997894  =   0.99995977
 MF1627
 MF1627|---------------------------------------------------------------------|
 MF1627| PID    Reference Object                     Distance      Geod. Az  |
 MF1627|                                                           dddmmss.s |
 MF1627| MF0711 LA SALLE 2 RM 1                      13.602 METERS 16402     |
 MF1627| MF0712 LA SALLE 2 RM 2                      15.199 METERS 21541     |
 MF1627| MF0706 EARL                                491.844 METERS 3530811.9 |
 MF1627|---------------------------------------------------------------------|
 MF1627
 MF1627                          SUPERSEDED SURVEY CONTROL
 MF1627
 MF1627  NAD 83(1986)-  41 19 40.61708(N)    089 05 48.40199(W) AD(       ) 2
 MF1627  NAD 27      -  41 19 40.49900(N)    089 05 48.10100(W) AD(       ) 2
 MF1627  NGVD 29 (07/19/86)  155.25   (m)          509.3    (f) LEVELING    3  
 MF1627
 MF1627.Superseded values are not recommended for survey control.
 MF1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1627.See file dsdata.txt to determine how the superseded data were derived.
 MF1627
 MF1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2453077284(NAD 83)
 MF1627_MARKER: DS = TRIANGULATION STATION DISK
 MF1627_SETTING: 0 = UNSPECIFIED SETTING
 MF1627
 MF1627  HISTORY     - Date     Condition        Report By
 MF1627  HISTORY     - 1920     MONUMENTED       CGS
 MF1627  HISTORY     - 1946     SEE DESCRIPTION  CGS
 MF1627  HISTORY     - 1972     GOOD             ILHD
 MF1627  HISTORY     - 1973     GOOD             NGS
 MF1627  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF1627  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF1627
 MF1627                          STATION DESCRIPTION
 MF1627
 MF1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1627'STATION IS LOCATED AT LA SALLE, NEAR THE S EDGE OF FIRST STREET,
 MF1627'ON THE CENTER LINE OF GOODING STREET, 20 YARDS NW OF THE
 MF1627'CHICAGO, OTTAWA AND PEORIA ELECTRIC RAILWAY TICKET OFFICE,
 MF1627'1.74 METERS (5.71 FEET) S OF THE S AND NEAREST RAIL OF THE
 MF1627'STREET-CAR TRACK, AND 6.15 METERS (20.18 FEET) N OF THE S
 MF1627'CURB OF FIRST STREET.  THE STATION MARK IS A STANDARD BRONZE
 MF1627'DISK SET IN THE BRICK PAVEMENT.  THERE IS NO REFERENCE MARK.
 MF1627
 MF1627                          STATION RECOVERY (1946)
 MF1627
 MF1627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 MF1627'THIS MARK WAS DESTROYED IN THE SUMMER OF 1946 AND REPLACED
 MF1627'BY LA SALLE 2, BY QUIGLEY FLETCHER, FIELD ENGINEER FOR DE LEUW,
 MF1627'CATHER AND CO., 20 NORTH WACKER DRIVE, CHICAGO 6, ILL.  THE
 MF1627'HORIZONTAL POSITION WAS NOT CHANGED.  REVISED DESCRIPTION
 MF1627'BELOW--
 MF1627'
 MF1627'AT LA SALLE, LA SALLE COUNTY, AT THE INTERSECTION OF FIRST AND
 MF1627'GOODING STREETS, ON THE CENTERLINE OF GOODING STREET, ABOUT
 MF1627'7 YD. N OF THE S CURB OF FIRST STREET, 13.97 FT. S OF THE
 MF1627'CENTERLINE OF FIRST STREET, AND IN THE CONCRETE PAVEMENT.  A
 MF1627'STANDARD TRAVERSE-STATION DISK, STAMPED LA SALLE 2 1946.
 MF1627'THE UNDERGROUND MARK HAS THE SAME STAMPING.
 MF1627
 MF1627                          STATION RECOVERY (1972)
 MF1627
 MF1627'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (JWH)
 MF1627'LA SALLE 2 1946-TRIANGULATION STATION VISIBLE (LA SALLE 2
 MF1627'1946) HAS WORN AWAY.
 MF1627'
 MF1627'THE 1946 DESCRIPTION IS CORRECT, EXCEPT FOR--ABOUT 7 YD. N OF
 MF1627'THE S CURB OF 5TH ST. SHOULD BE OMITTED, CHANGE TO 37 FT. N OF
 MF1627'THE S END OF GOODING ST. FROM FACE OF CURB AT NORTH END OF
 MF1627'PARKING LOT.
 MF1627
 MF1627                          STATION RECOVERY (1973)
 MF1627
 MF1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 MF1627'THE STATION WAS FOUND IN GOOD CONDITION.  REFERENCE MARKS WERE
 MF1627'SET.  A NEW DESCRIPTION FOLLOWS--
 MF1627'
 MF1627'THE STATION IS LOCATED NEAR THE CENTER OF LA SALLE, AT THE
 MF1627'INTERSECTION OF GOODING AND FIRST STREETS, 14 FEET SOUTH OF
 MF1627'THE CENTERLINE OF FIRST ST., 54 FEET NORTHWEST OF THE NORTHWEST
 MF1627'CORNER OF THE CAWLEY BUILDING, 59 FEET NORTHEAST OF THE NORTHEAST
 MF1627'CORNER OF FIRESTONE STORE, AND IN THE CENTERLINE OF GOODING
 MF1627'ST.  THE MARK IS A STANDARD DISK SET IN THE CONCRETE PAVEMENT
 MF1627'OF FIRST ST. AND THE DISK IS STAMPED LA SALLE 2 1946.
 MF1627'
 MF1627'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 MF1627'THE TOP AND SOUTHWEST CORNER OF CONCRETE BASE OF METAL STREET
 MF1627'LIGHT, 14 FEET NORTH OF THE NORTHWEST CORNER OF THE CAWLEY
 MF1627'BUILDING, 37 FEET SOUTH OF THE CENTERLINE OF FIRST ST., 38
 MF1627'FEET EAST OF THE CENTERLINE OF GOODING ST. AND 5 FEET WEST OF
 MF1627'A FIRE HYDRANT.  STAMPED LA SALLE 2 1946 NO 1 1973.
 MF1627'
 MF1627'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LA SALLE 2 1946
 MF1627'NO 2 1973 SET IN A DRILL HOLE IN CONCRETE SIDEWALK, 50 FEET
 MF1627'SOUTH OF THE CENTERLINE OF FIRST ST., 34 FEET WEST OF THE
 MF1627'CENTERLINE OF GOODING ST., 10 FEET NORTHEAST OF THE NORTHEAST
 MF1627'CORNER OF THE FIRESTONE STORE, AND 6 INCHES WEST OF THE WEST
 MF1627'CURB OF GOODING ST.
 MF1627'
 MF1627'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1627'
 MF1627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LA SALLE
 MF1627
 MF1627                          STATION RECOVERY (1997)
 MF1627
 MF1627'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1627'MARK NOT FOUND.
 MF1627
 MF1627                          STATION RECOVERY (2002)
 MF1627
 MF1627'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0710 ***********************************************************************
 MF0710  DESIGNATION -  LA SALLE 2
 MF0710  PID         -  MF0710
 MF0710  STATE/COUNTY-  IL/LA SALLE
 MF0710  USGS QUAD   -  LA SALLE (1993)
 MF0710
 MF0710                         *CURRENT SURVEY CONTROL
 MF0710  ___________________________________________________________________
 MF0710* NAD 83(1986)-  41 19 40.     (N)    089 05 48.     (W)     SCALED    
 MF0710* NAVD 88     -       155.057  (meters)     508.72   (feet)  ADJUSTED  
 MF0710  ___________________________________________________________________
 MF0710  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0710  DYNAMIC HT  -         154.995 (meters)     508.51  (feet)  COMP
 MF0710  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 MF0710
 MF0710  VERT ORDER  -  FIRST     CLASS I
 MF0710
 MF0710.The horizontal coordinates were scaled from a topographic map and have
 MF0710.an estimated accuracy of +/- 6 seconds.
 MF0710
 MF0710.The orthometric height was determined by differential leveling
 MF0710.and adjusted by the National Geodetic Survey in June 1991..
 MF0710
 MF0710.The geoid height was determined by GEOID03.
 MF0710
 MF0710.The dynamic height is computed by dividing the NAVD 88
 MF0710.geopotential number by the normal gravity value computed on the
 MF0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0710.degrees latitude (g = 980.6199 gals.).
 MF0710
 MF0710.The modeled gravity was interpolated from observed gravity values.
 MF0710
 MF0710;                    North         East    Units  Estimated Accuracy
 MF0710;SPC IL E     -   517,720.      236,100.      MT  (+/- 180 meters Scaled)
 MF0710
 MF0710                          SUPERSEDED SURVEY CONTROL
 MF0710
 MF0710  NGVD 29 (??/??/92)  155.117  (m)          508.91   (f) ADJ UNCH    1 1
 MF0710
 MF0710.Superseded values are not recommended for survey control.
 MF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0710.See file dsdata.txt to determine how the superseded data were derived.
 MF0710
 MF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL245772(NAD 83)
 MF0710_MARKER: DE = TRAVERSE STATION DISK
 MF0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0710_SP_SET: PAVEMENT
 MF0710_STAMPING: LASALLE 2 1946
 MF0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0710
 MF0710  HISTORY     - Date     Condition        Report By
 MF0710  HISTORY     - 1946     MONUMENTED       CGS
 MF0710  HISTORY     - 1969     GOOD             NGS
 MF0710  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0710  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0710
 MF0710                          STATION DESCRIPTION
 MF0710
 MF0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0710'0.2 MI SW FROM LA SALLE.
 MF0710'ABOUT 0.15 MILE SOUTH ALONG MARQUETTE STREET FROM THE POST OFFICE
 MF0710'AT LA SALLE, THENCE 0.1 MILE WEST ALONG FIRST STREET, 20 FEET
 MF0710'NORTH OF THE SOUTH CURB LINE OF FIRST STREET, ON THE EXTENDED
 MF0710'CENTER LINE OF GOODING STREET WHICH LEADS NORTH, SET IN THE TOP
 MF0710'OF THE STREET PAVEMENT, 76.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MF0710'OF THE WOOLWORTH BUILDING, 54.5 FEET NORTHWEST OF THE NORTHWEST
 MF0710'CORNER OF THE CAWLEY BUILDING, AND ABOUT 1/2 FOOT BELOW THE
 MF0710'LEVEL OF THE SIDEWALK.  NOTE-- THE MARK IS CONTINUALLY BEING
 MF0710'DRIVEN OVER AND THE STAMPING IS NOT LEGIBLE.
 MF0710
 MF0710                          STATION RECOVERY (1997)
 MF0710
 MF0710'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0710'MARK NOT FOUND.
 MF0710
 MF0710                          STATION RECOVERY (2002)
 MF0710
 MF0710'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0711 ***********************************************************************
 MF0711  DESIGNATION -  LA SALLE 2 RM 1
 MF0711  PID         -  MF0711
 MF0711  STATE/COUNTY-  IL/LA SALLE
 MF0711  USGS QUAD   -  LA SALLE (1993)
 MF0711
 MF0711                         *CURRENT SURVEY CONTROL
 MF0711  ___________________________________________________________________
 MF0711* NAD 83(1986)-  41 19 40.     (N)    089 05 48.     (W)     SCALED    
 MF0711* NAVD 88     -       155.17   (meters)     509.1    (feet)  RESET     
 MF0711  ___________________________________________________________________
 MF0711  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0711
 MF0711  VERT ORDER  -  THIRD
 MF0711
 MF0711.The horizontal coordinates were scaled from a topographic map and have
 MF0711.an estimated accuracy of +/- 6 seconds.
 MF0711
 MF0711.The orthometric height was computed from unverified reset data.
 MF0711
 MF0711.The geoid height was determined by GEOID03.
 MF0711
 MF0711;                    North         East    Units  Estimated Accuracy
 MF0711;SPC IL E     -   517,720.      236,100.      MT  (+/- 180 meters Scaled)
 MF0711
 MF0711                          SUPERSEDED SURVEY CONTROL
 MF0711
 MF0711.No superseded survey control is available for this station.
 MF0711
 MF0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL245772(NAD 83)
 MF0711_MARKER: DR = REFERENCE MARK DISK
 MF0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0711_SP_SET: STREET LIGHT CONCRETE BASE
 MF0711_STAMPING: LASALLE 2 1946 NO 1 1973
 MF0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0711
 MF0711  HISTORY     - Date     Condition        Report By
 MF0711  HISTORY     - 1973     MONUMENTED       NGS
 MF0711
 MF0711                          STATION DESCRIPTION
 MF0711
 MF0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MF0711'AT LA SALLE.
 MF0711'NEAR THE CENTER OF LASALLE, AT THE INTERSECTION OF FIRST AND
 MF0711'GOODING STREETS, A STANDARD DISK SET IN A DRILL HOLE IN THE TOP
 MF0711'AND SOUTHWEST CORNER OF THE CONCRETE BASE OF A METAL STREET
 MF0711'LIGHT, 14 FEET NORTH OF THE NORTHWEST CORNER OF THE CAWLEY
 MF0711'BUILDING, 37 FEET SOUTH OF THE CENTERLINE OF FIRST ST., 38 FEET
 MF0711'EAST OF THE CENTERLINE OF GOODING ST. AND 5 FEET WEST OF A FIRE
 MF0711'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0712 ***********************************************************************
 MF0712  DESIGNATION -  LA SALLE 2 RM 2
 MF0712  PID         -  MF0712
 MF0712  STATE/COUNTY-  IL/LA SALLE
 MF0712  USGS QUAD   -  LA SALLE (1993)
 MF0712
 MF0712                         *CURRENT SURVEY CONTROL
 MF0712  ___________________________________________________________________
 MF0712* NAD 83(1986)-  41 19 40.     (N)    089 05 48.     (W)     SCALED    
 MF0712* NAVD 88     -       155.10   (meters)     508.9    (feet)  RESET     
 MF0712  ___________________________________________________________________
 MF0712  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0712
 MF0712  VERT ORDER  -  THIRD
 MF0712
 MF0712.The horizontal coordinates were scaled from a topographic map and have
 MF0712.an estimated accuracy of +/- 6 seconds.
 MF0712
 MF0712.The orthometric height was computed from unverified reset data.
 MF0712
 MF0712.The geoid height was determined by GEOID03.
 MF0712
 MF0712;                    North         East    Units  Estimated Accuracy
 MF0712;SPC IL E     -   517,720.      236,100.      MT  (+/- 180 meters Scaled)
 MF0712
 MF0712                          SUPERSEDED SURVEY CONTROL
 MF0712
 MF0712.No superseded survey control is available for this station.
 MF0712
 MF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL245772(NAD 83)
 MF0712_MARKER: DR = REFERENCE MARK DISK
 MF0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0712_SP_SET: SIDEWALK
 MF0712_STAMPING: LASALLE 2 1946 NO 2 1973
 MF0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0712
 MF0712  HISTORY     - Date     Condition        Report By
 MF0712  HISTORY     - 1973     MONUMENTED       NGS
 MF0712
 MF0712                          STATION DESCRIPTION
 MF0712
 MF0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MF0712'AT LA SALLE.
 MF0712'NEAR THE CENTER OF LASALLE, AT THE INTERSECTION OF FIRST AND
 MF0712'GOODING STREETS, A STANDARD DISK SET IN DRILL HOLE IN CONCRETE
 MF0712'SIDEWALK, 50 FEET SOUTH OF THE CENTERLINE OF FIRST ST., 34 FEET
 MF0712'WEST OF THE CENTERLINE OF GOODING ST., 10 FEET NORTHEAST OF THE
 MF0712'NORTHEAST CORNER OF FIRESTONE STORE AND 6 INCHES WEST OF THE
 MF0712'WEST CURB OF GOODING STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1629 ***********************************************************************
 MF1629  DESIGNATION -  LA SALLE CATH CHURCH W SPIRE
 MF1629  PID         -  MF1629
 MF1629  STATE/COUNTY-  IL/LA SALLE
 MF1629  USGS QUAD   -  LA SALLE (1993)
 MF1629
 MF1629                         *CURRENT SURVEY CONTROL
 MF1629  ___________________________________________________________________
 MF1629* NAD 83(1997)-  41 20 18.21709(N)    089 05 35.68254(W)     ADJUSTED  
 MF1629* NAVD 88     -                                                        
 MF1629  ___________________________________________________________________
 MF1629  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 MF1629  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1629
 MF1629  HORZ ORDER  -  THIRD
 MF1629
 MF1629.The horizontal coordinates were established by classical geodetic methods
 MF1629.and adjusted by the National Geodetic Survey in October 1999..
 MF1629
 MF1629
 MF1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1629
 MF1629.The geoid height was determined by GEOID03.
 MF1629
 MF1629;                    North         East     Units Scale Factor Converg.
 MF1629;SPC IL E     -   518,900.511   236,394.140   MT  1.00002477   -0 30 07.0
 MF1629;SPC IL E     - 1,702,426.09    775,569.77   sFT  1.00002477   -0 30 07.0
 MF1629;SPC IL W     -   519,160.279   789,844.435   MT  1.00004048   +0 42 32.6
 MF1629;SPC IL W     - 1,703,278.35  2,591,347.95   sFT  1.00004048   +0 42 32.6
 MF1629;UTM  16      - 4,578,436.800   324,853.289   MT  0.99997754   -1 22 58.6
 MF1629
 MF1629                          SUPERSEDED SURVEY CONTROL
 MF1629
 MF1629  NAD 83(1986)-  41 20 18.22488(N)    089 05 35.68940(W) AD(       ) 4
 MF1629  NAD 27      -  41 20 18.11800(N)    089 05 35.38200(W) AD(       ) 3
 MF1629
 MF1629.Superseded values are not recommended for survey control.
 MF1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1629.See file dsdata.txt to determine how the superseded data were derived.
 MF1629
 MF1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2485378437(NAD 83)
 MF1629_MARKER: 90 = CHURCH SPIRE
 MF1629
 MF1629  HISTORY     - Date     Condition        Report By
 MF1629  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1629
 MF1629                          STATION DESCRIPTION
 MF1629
 MF1629'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1632 ***********************************************************************
 MF1632  DESIGNATION -  LA SALLE MATHESON HIGHER CO TK
 MF1632  PID         -  MF1632
 MF1632  STATE/COUNTY-  IL/LA SALLE
 MF1632  USGS QUAD   -  LA SALLE (1993)
 MF1632
 MF1632                         *CURRENT SURVEY CONTROL
 MF1632  ___________________________________________________________________
 MF1632* NAD 83(1997)-  41 20 26.76939(N)    089 05 13.12018(W)     ADJUSTED  
 MF1632* NAVD 88     -                                                        
 MF1632  ___________________________________________________________________
 MF1632  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 MF1632  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1632
 MF1632  HORZ ORDER  -  THIRD
 MF1632
 MF1632.The horizontal coordinates were established by classical geodetic methods
 MF1632.and adjusted by the National Geodetic Survey in October 1999..
 MF1632
 MF1632
 MF1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1632
 MF1632.The geoid height was determined by GEOID03.
 MF1632
 MF1632;                    North         East     Units Scale Factor Converg.
 MF1632;SPC IL E     -   519,159.770   236,921.021   MT  1.00002395   -0 29 52.2
 MF1632;SPC IL E     - 1,703,276.68    777,298.38   sFT  1.00002395   -0 29 52.2
 MF1632;SPC IL W     -   519,430.620   790,365.728   MT  1.00004164   +0 42 47.6
 MF1632;SPC IL W     - 1,704,165.29  2,593,058.23   sFT  1.00004164   +0 42 47.6
 MF1632;UTM  16      - 4,578,687.915   325,384.069   MT  0.99997525   -1 22 43.9
 MF1632
 MF1632                          SUPERSEDED SURVEY CONTROL
 MF1632
 MF1632  NAD 83(1986)-  41 20 26.77519(N)    089 05 13.12875(W) AD(       ) 4
 MF1632  NAD 27      -  41 20 26.64000(N)    089 05 12.84000(W) AD(       ) 3
 MF1632
 MF1632.Superseded values are not recommended for survey control.
 MF1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1632.See file dsdata.txt to determine how the superseded data were derived.
 MF1632
 MF1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2538478688(NAD 83)
 MF1632_MARKER: 51 = TANK
 MF1632
 MF1632  HISTORY     - Date     Condition        Report By
 MF1632  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1632
 MF1632                          STATION DESCRIPTION
 MF1632
 MF1632'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0678 ***********************************************************************
 MF0678  DESIGNATION -  LA SALLE NORTH BASE RM 2
 MF0678  PID         -  MF0678
 MF0678  STATE/COUNTY-  IL/LA SALLE
 MF0678  USGS QUAD   -  TROY GROVE (1993)
 MF0678
 MF0678                         *CURRENT SURVEY CONTROL
 MF0678  ___________________________________________________________________
 MF0678* NAD 83(1986)-  41 29 03.     (N)    089 07 00.     (W)     SCALED    
 MF0678* NAVD 88     -       211.305  (meters)     693.26   (feet)  ADJUSTED  
 MF0678  ___________________________________________________________________
 MF0678  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0678  DYNAMIC HT  -         211.223 (meters)     692.99  (feet)  COMP
 MF0678  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 MF0678
 MF0678  VERT ORDER  -  FIRST     CLASS I
 MF0678
 MF0678.The horizontal coordinates were scaled from a topographic map and have
 MF0678.an estimated accuracy of +/- 6 seconds.
 MF0678
 MF0678.The orthometric height was determined by differential leveling
 MF0678.and adjusted by the National Geodetic Survey in June 1991..
 MF0678
 MF0678.The geoid height was determined by GEOID03.
 MF0678
 MF0678.The dynamic height is computed by dividing the NAVD 88
 MF0678.geopotential number by the normal gravity value computed on the
 MF0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0678.degrees latitude (g = 980.6199 gals.).
 MF0678
 MF0678.The modeled gravity was interpolated from observed gravity values.
 MF0678
 MF0678;                    North         East    Units  Estimated Accuracy
 MF0678;SPC IL E     -   535,110.      234,580.      MT  (+/- 180 meters Scaled)
 MF0678
 MF0678                          SUPERSEDED SURVEY CONTROL
 MF0678
 MF0678  NGVD 29 (??/??/92)  211.352  (m)          693.41   (f) ADJ UNCH    1 1
 MF0678
 MF0678.Superseded values are not recommended for survey control.
 MF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0678.See file dsdata.txt to determine how the superseded data were derived.
 MF0678
 MF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL232946(NAD 83)
 MF0678_MARKER: DR = REFERENCE MARK DISK
 MF0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0678_STAMPING: LASALLE NB NO 2 1930
 MF0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0678+STABILITY: SURFACE MOTION
 MF0678
 MF0678  HISTORY     - Date     Condition        Report By
 MF0678  HISTORY     - 1930     MONUMENTED       CGS
 MF0678  HISTORY     - 1969     GOOD             NGS
 MF0678  HISTORY     - 19970711 GOOD             USPSQD
 MF0678  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0678
 MF0678                          STATION DESCRIPTION
 MF0678
 MF0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0678'4.6 MI S FROM MENDOTA.
 MF0678'ABOUT 4.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0678'THE RAILROAD STATION AT MENDOTA, 82 FEET EAST OF THE EAST RAIL,
 MF0678'21 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 70 FEET EAST
 MF0678'OF A STEEL POLE WHICH SUPPORTS A RAILROAD CROSSING SIGN, 34 FEET
 MF0678'EAST OF A CORNER FENCE POST, 44 FEET NORTH OF A FENCE, 10 FEET
 MF0678'NORTHEAST OF THE EAST END OF A 12-INCH CORRUGATED METAL PIPE CULVERT,
 MF0678'121.5 FEET EAST-SOUTHEAST OF TRIANGULATION STATION CULTON 1920,
 MF0678'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 MF0678'CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 MF0678'SEC 21, T35N, R1E.
 MF0678
 MF0678                          STATION RECOVERY (1997)
 MF0678
 MF0678'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0678'RECOVERED IN GOOD CONDITION.
 MF0678
 MF0678                          STATION RECOVERY (2002)
 MF0678
 MF0678'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0679 ***********************************************************************
 MF0679  DESIGNATION -  LA SALLE NORTH BASE RM 1
 MF0679  PID         -  MF0679
 MF0679  STATE/COUNTY-  IL/LA SALLE
 MF0679  USGS QUAD   -  TROY GROVE (1993)
 MF0679
 MF0679                         *CURRENT SURVEY CONTROL
 MF0679  ___________________________________________________________________
 MF0679* NAD 83(1986)-  41 29 03.     (N)    089 07 00.     (W)     SCALED    
 MF0679* NAVD 88     -       211.150  (meters)     692.75   (feet)  ADJUSTED  
 MF0679  ___________________________________________________________________
 MF0679  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0679  DYNAMIC HT  -         211.068 (meters)     692.48  (feet)  COMP
 MF0679  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 MF0679
 MF0679  VERT ORDER  -  FIRST     CLASS I
 MF0679
 MF0679.The horizontal coordinates were scaled from a topographic map and have
 MF0679.an estimated accuracy of +/- 6 seconds.
 MF0679
 MF0679.The orthometric height was determined by differential leveling
 MF0679.and adjusted by the National Geodetic Survey in June 1991..
 MF0679.WARNING-Repeat measurements at this control monument indicate possible
 MF0679.vertical movement.
 MF0679
 MF0679.The geoid height was determined by GEOID03.
 MF0679
 MF0679.The dynamic height is computed by dividing the NAVD 88
 MF0679.geopotential number by the normal gravity value computed on the
 MF0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0679.degrees latitude (g = 980.6199 gals.).
 MF0679
 MF0679.The modeled gravity was interpolated from observed gravity values.
 MF0679
 MF0679;                    North         East    Units  Estimated Accuracy
 MF0679;SPC IL E     -   535,110.      234,580.      MT  (+/- 180 meters Scaled)
 MF0679
 MF0679                          SUPERSEDED SURVEY CONTROL
 MF0679
 MF0679  NGVD 29 (??/??/92)  211.197  (m)          692.90   (f) ADJ UNCH    1 1
 MF0679
 MF0679.Superseded values are not recommended for survey control.
 MF0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0679.See file dsdata.txt to determine how the superseded data were derived.
 MF0679
 MF0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL232946(NAD 83)
 MF0679_MARKER: DR = REFERENCE MARK DISK
 MF0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0679_STAMPING: LA SALLE NB NO 1 1930
 MF0679_MARK LOGO: CGS   
 MF0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0679+STABILITY: SURFACE MOTION
 MF0679
 MF0679  HISTORY     - Date     Condition        Report By
 MF0679  HISTORY     - 1930     MONUMENTED       CGS
 MF0679  HISTORY     - 1969     GOOD             NGS
 MF0679  HISTORY     - 19870326 GOOD             NGS
 MF0679  HISTORY     - 19970711 GOOD             USPSQD
 MF0679  HISTORY     - 20020803 GOOD             USPSQD
 MF0679
 MF0679                          STATION DESCRIPTION
 MF0679
 MF0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0679'4.7 MI S FROM MENDOTA.
 MF0679'ABOUT 4.55 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0679'THE RAILROAD STATION AT MENDOTA, THENCE 0.15 MILE EAST ALONG A
 MF0679'GRAVELED ROAD, 115 FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM
 MF0679'A POWER POLE, 158 1/2 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 MF0679'OF A BRICK HOUSE, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MF0679'47 1/2 FEET NORTH AND ACROSS THE ROAD FROM A FENCE, ABOUT LEVEL
 MF0679'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL
 MF0679'WITH THE SURFACE OF THE GROUND.  SEC 21,T35N, R1E.
 MF0679
 MF0679                          STATION RECOVERY (1987)
 MF0679
 MF0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RLR)
 MF0679'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) N OF PERU AND 8.0 KM
 MF0679'(4.95 MI) S OF MENDOTA.  ON HWY RIGHT-OF-WAY.  TO REACH THE STATION
 MF0679'FROM THE JUNCTION OF U.S HWY 34 AND STATE HWY 251 IN MENDOTA, GO S ON
 MF0679'HWY 251 FOR 7.0 KM (4.35 MI) TO A CROSSROAD, N 38TH RD.  TURN LEFT AND
 MF0679'GO E ON N 38TH RD FOR 1.13 KM (0.70 MI) TO MARK ON THE LEFT AS
 MF0679'DESCRIBED.  THE STATION IS A STANDARD CGS RM DISK STAMPED---LA SALLE
 MF0679'NB NO 1 1930---, SET INTO THE TOP OF A 35 CM (12 INCH) SQUARE CONCRETE
 MF0679'MONUMENT PROJECTING 12 CM (4 INCHES) ABOVE GROUND.  LOCATED 7.01
 MF0679'METERS (23.00 FT) N FROM THE CENTER OF N 38TH RD AND 0.31 METERS (1.02
 MF0679'FT) W FROM A METAL WITNESS POST.  A TRAVERSE CONNECTION WAS MADE TO
 MF0679'TRIANGULATION STATION LA SALLE NORTH BASE 1930 USING ELECTRONIC
 MF0679'DISTANCE MEASURING EQUIPMENT.  THIS MARK IS USED AS THE AZ MK FOR
 MF0679'STATION LA SALLE NORTH BASE 1930.
 MF0679
 MF0679                          STATION RECOVERY (1997)
 MF0679
 MF0679'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0679'RECOVERED IN GOOD CONDITION.
 MF0679
 MF0679                          STATION RECOVERY (2002)
 MF0679
 MF0679'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1618 ***********************************************************************
 MF1618  DESIGNATION -  LA SALLE NORTH BASE
 MF1618  PID         -  MF1618
 MF1618  STATE/COUNTY-  IL/LA SALLE
 MF1618  USGS QUAD   -  TROY GROVE (1993)
 MF1618
 MF1618                         *CURRENT SURVEY CONTROL
 MF1618  ___________________________________________________________________
 MF1618* NAD 83(1997)-  41 29 03.14632(N)    089 07 01.19003(W)     ADJUSTED  
 MF1618* NAVD 88     -       210.8    (meters)     692.     (feet)  GPS OBS   
 MF1618  ___________________________________________________________________
 MF1618  X           -      73,744.390 (meters)                     COMP
 MF1618  Y           -  -4,784,705.062 (meters)                     COMP
 MF1618  Z           -   4,202,976.221 (meters)                     COMP
 MF1618  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 MF1618  ELLIP HEIGHT-         177.81  (meters)          (12/06/04) GPS OBS
 MF1618  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1618
 MF1618  HORZ ORDER  -  FIRST
 MF1618  ELLP ORDER  -  FOURTH    CLASS I
 MF1618
 MF1618.The horizontal coordinates were established by GPS observations
 MF1618.and adjusted by the National Geodetic Survey in September 1998..
 MF1618
 MF1618.The orthometric height was determined by GPS observations and a
 MF1618.high-resolution geoid model.
 MF1618
 MF1618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1618
 MF1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1618
 MF1618.The ellipsoidal height was determined by GPS observations
 MF1618.and is referenced to NAD 83.
 MF1618
 MF1618.The geoid height was determined by GEOID03.
 MF1618
 MF1618;                    North         East     Units Scale Factor Converg.
 MF1618;SPC IL E     -   535,112.327   234,552.555   MT  1.00002769   -0 31 08.9
 MF1618;SPC IL E     - 1,755,614.36    769,527.84   sFT  1.00002769   -0 31 08.9
 MF1618;UTM  16      - 4,594,674.316   323,261.627   MT  0.99998442   -1 24 09.7
 MF1618
 MF1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1618!SPC IL E     -   0.99997211  x   1.00002769  =   0.99999980
 MF1618!UTM  16      -   0.99997211  x   0.99998442  =   0.99995653
 MF1618
 MF1618:                Primary Azimuth Mark                     Grid Az
 MF1618:SPC IL E     -  MENDOTA MUNICIPAL TANK                   000 36 36.9
 MF1618:UTM  16      -  MENDOTA MUNICIPAL TANK                   001 29 37.7
 MF1618
 MF1618|---------------------------------------------------------------------|
 MF1618| PID    Reference Object                     Distance      Geod. Az  |
 MF1618|                                                           dddmmss.s |
 MF1618| MF1560 MENDOTA MUNICIPAL TANK              APPROX. 7.3 KM 0000528.0 |
 MF1618| MF1564 MENDOTA CALIF PACKING CO TANK       APPROX. 8.2 KM 0105846.1 |
 MF1618| MF0679 LA SALLE NORTH BASE RM 1                           09222     |
 MF1618| MF0678 LA SALLE NORTH BASE RM 2             15.555 METERS 18008     |
 MF1618| MF1648 CHERRY MUNICIPAL TANK               APPROX.10.2 KM 2322713.2 |
 MF1618| CI7670 LA SALLE NORTH BASE RM 3             10.857 METERS 26800     |
 MF1618| MF0676 CULTON                               33.871 METERS 26841     |
 MF1618| CI8263 ST JOE ST PETER CATH CH SP                         2991703.4 |
 MF1618| MF1561 MENDOTA PUB SER KSA 249 MAST        APPROX. 7.7 KM 3591035.6 |
 MF1618| MF1566 MENDOTA PETER PAN BAKING CO TK      APPROX. 7.6 KM 3595640.7 |
 MF1618|---------------------------------------------------------------------|
 MF1618
 MF1618                          SUPERSEDED SURVEY CONTROL
 MF1618
 MF1618  ELLIP H (09/15/98)  177.78   (m)                       GP(       ) 3 1
 MF1618  NAD 83(1986)-  41 29 03.15215(N)    089 07 01.19676(W) AD(       ) 1
 MF1618  NAD 27      -  41 29 03.03500(N)    089 07 00.90100(W) AD(       ) 1
 MF1618
 MF1618.Superseded values are not recommended for survey control.
 MF1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1618.See file dsdata.txt to determine how the superseded data were derived.
 MF1618
 MF1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2326294674(NAD 83)
 MF1618_MARKER: DS = TRIANGULATION STATION DISK
 MF1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1618_STAMPING: LA SALLE 1930
 MF1618_MARK LOGO: CGS   
 MF1618_PROJECTION: FLUSH
 MF1618_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1618+STABILITY: SURFACE MOTION
 MF1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1618+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1996
 MF1618
 MF1618  HISTORY     - Date     Condition        Report By
 MF1618  HISTORY     - 1930     MONUMENTED       CGS
 MF1618  HISTORY     - 1939     GOOD             CGS
 MF1618  HISTORY     - 1947     SEE DESCRIPTION  CGS
 MF1618  HISTORY     - 1954     GOOD             CGS
 MF1618  HISTORY     - 1969     MARK NOT FOUND   CGS
 MF1618  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MF1618  HISTORY     - 1972     GOOD             NGS
 MF1618  HISTORY     - 19870326 GOOD             NGS
 MF1618  HISTORY     - 19961212 GOOD             SECI
 MF1618  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF1618  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF1618
 MF1618                          STATION DESCRIPTION
 MF1618
 MF1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF1618'STATION IS ABOUT 11 MILES N OF LA SALLE AND 5 MILES S OF
 MF1618'MENDOTA ON THE E SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACK
 MF1618'IN THE RIGHT-OF-WAY, 100 YARDS S OF A GRAIN ELEVATOR, 75
 MF1618'YARDS S OF THE CULTON STATION WHICH IS ON THE OPPOSITE SIDE
 MF1618'OF TRACK, AND ALMOST DIRECTLY E OF A SWITCH SIGNAL.  IT IS
 MF1618'22.43 METERS N OF THE CENTER LINE OF A ROAD, 26.59 METERS
 MF1618'E OF THE W RAIL, 4.48 METERS W OF THE RIGHT-OF-WAY FENCE
 MF1618'LINE.  THE MARK IS FLUSH WITH THE SURFACE.
 MF1618'
 MF1618'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1618'DISKS SET IN CONCRETE.
 MF1618'
 MF1618'REFERENCE MARK NO. 1 IS 6 INCHES ABOVE THE SURFACE AND IN
 MF1618'THE FENCE LINE ON THE N SIDE OF THE ROAD WHICH CROSSES THE
 MF1618'TRACKS S OF THE STATION, ABOUT 0.15 MILE E OF THE TRACKS.
 MF1618'IT IS 24.06 METERS E OF A FENCE CORNER AND 8.0 METERS N OF
 MF1618'THE ROAD CENTER.
 MF1618'
 MF1618'THE CULTON TRAVERSE MARK IS FLUSH WITH THE SURFACE ON THE
 MF1618'TOP OF THE CUT ON THE W SIDE OF THE TRACK, 33.8695 METERS
 MF1618'W OF THE STATION.  IT IS 10.71 METERS W OF THE W RAIL, 21.6
 MF1618'METERS N OF THE CENTER LINE OF THE ROAD, AND 7.18 METERS
 MF1618'E OF THE FENCE MARKING THE RIGHT-OF-WAY ON THE W.
 MF1618'
 MF1618'TO REACH FROM PERU, GO N ON U.S. HIGHWAY 51, 11 MILES, THEN
 MF1618'E ON SIDE ROAD 0.6 MILE.
 MF1618'
 MF1618'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF1618
 MF1618                          STATION RECOVERY (1939)
 MF1618
 MF1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SAD)
 MF1618'STATION AND REFERENCE MARK FOUND IN GOOD CONDITION.  THE
 MF1618'FOLLOWING CHANGES AND CORRECTIONS ARE NOTED--
 MF1618'
 MF1618'THE STATION IS 144 PACES FROM THE SE CORNER OF THE ELEVATOR.
 MF1618'
 MF1618'THE CULTON RAILROAD STATION HAS BEEN REMOVED, LEAVING ONLY
 MF1618'THE ELEVATOR, SCALE HOUSE AND PLATFORM AND A SHED, ALL ON
 MF1618'THE E SIDE OF THE TRACKS.
 MF1618'
 MF1618'THE STATION, INSTEAD OF BEING FLUSH, IS 1 OR 2 INCHES UNDERGROUND
 MF1618'IN A SLIGHT DEPRESSION.
 MF1618'
 MF1618'THE CULTON TRAVERSE MARK IS NOT FLUSH WITH THE SURFACE,
 MF1618'AS STATED, BUT NOW STANDS EXPOSED ABOUT 1 FOOT DUE TO GRADING
 MF1618'DOWN OF THE EMBANKMENT.  IT STANDS ON A HILL LEFT WHEN
 MF1618'THE GRADING WAS DONE.  APPARENTLY HAS NOT MOVED.  IT IS ONLY
 MF1618'7.27 METERS FROM THE W RAIL OF THE TRACK, INSTEAD OF 10.71
 MF1618'METERS AS STATED.
 MF1618
 MF1618                          STATION RECOVERY (1947)
 MF1618
 MF1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CS)
 MF1618'LETTER OF C. SYMNS, JR., GEODETIC ENGR., ROME, GA., DTD
 MF1618'12/19/47--
 MF1618'
 MF1618'TRIANGULATION STATION WAS LOWERED.  A NEW DESCRIPTION OF
 MF1618'THE MARK IS AS FOLLOWS--ABOUT 11 MILES N OF LA SALLE, 5 MILES
 MF1618'S OF MENDOTA, ALONG THE ILLINOIS CENTRAL RR AND AT THE FIRST
 MF1618'GRAVEL ROAD CROSSING N OF U.S. HWY 52.  IT IS IN THE SW
 MF1618'CORNER OF A CULTIVATED FIELD, 33.869 METERS E AND ACROSS
 MF1618'THE TRACK FROM TRAVERSE STATION CULTON, 82 FEET E OF THE
 MF1618'EAST RAIL OF THE TRACK, 90 FEET NE OF THE RAILROAD CROSSING
 MF1618'WARNING SIGN, AND 69 FEET N OF THE CENTER OF THE ROAD.  SET
 MF1618'IN THE TOP OF A CONCRETE POST ABOUT 2 FEET UNDER THE SURFACE
 MF1618'OF THE GROUND AND STAMPED LA SALLE N.B. 1930.
 MF1618
 MF1618                          STATION RECOVERY (1954)
 MF1618
 MF1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1618'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MF1618'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS ESTABLISHED
 MF1618'AT THIS TIME.  TRAVERSE STATION CULTON 1920 WAS USED AS
 MF1618'A REFERENCE MARK AND REFERENCE MARK NO. 1 WAS USED AS AN
 MF1618'AZIMUTH MARK.  THE DISTANCE TO CULTON CHECKED WITH THE 1947
 MF1618'RECOVERY NOTE.  THE DIRECTIONS TO CULTON 1920 AND REFERENCE
 MF1618'MARK NO. 1 DID NOT CHECK WITH THE 1930 OBSERVATIONS.  A
 MF1618'COMPLETE NEW DESCRIPTION FOLLOWS.
 MF1618'
 MF1618'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF MENDOTA IN
 MF1618'A CULTIVATED FIELD ALONG THE EAST SIDE OF THE ILLINOIS CENTRAL
 MF1618'RAILROAD TRACKS AND IS ON PROPERTY OWNED BY MR. HOCHSTATTER.
 MF1618'IT IS 82 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 71
 MF1618'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 52 FEET NORTH OF
 MF1618'A FENCE LINE AND WHITE WITNESS POST AND 35 FEET EAST OF A
 MF1618'NORTH-SOUTH FENCE LINE.  THE MARK IS UNDERGROUND 18 INCHES
 MF1618'AND THE DISK IS STAMPED LA SALLE NB 1930.
 MF1618'
 MF1618'CULTON 1920 IS 111.76 FEET WEST OF THE STATION, 71 FEET
 MF1618'NORTH OF THE CENTER OF A GRAVEL ROAD, 24 FEET WEST OF THE
 MF1618'WEST RAIL OF THE RAILROAD AND 23 FEET EAST OF A FENCE LINE.
 MF1618'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CULTON
 MF1618'1920.
 MF1618'
 MF1618'REFERENCE MARK NO. 2 IS 51.03 FEET SOUTH OF THE STATION,
 MF1618'21 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 1 FOOT NORTHEAST
 MF1618'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 MF1618'IS FLUSH AND THE DISK IS STAMPED LA SALLE NB NO 2 1930.
 MF1618'
 MF1618'REFERENCE MARK NO. 1 IS 0.15 MILE EAST OF THE STATION, SET
 MF1618'IN AN EAST-WEST FENCE LINE, 23 FEET NORTH OF THE CENTER OF
 MF1618'A GRAVEL ROAD AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE
 MF1618'MARK IS FLUSH AND THE DISK IS STAMPED LA SALLE NB NO 1 1930.
 MF1618'
 MF1618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 34
 MF1618'AND 51 IN THE WEST EDGE OF MENDOTA, GO SOUTH ON HIGHWAY
 MF1618'51 FOR 4.35 MILES TO A GRAVEL CROSSROAD, TURN LEFT AND GO
 MF1618'EAST ON GRAVEL ROAD FOR 0.55 MILE TO A RAILROAD CROSSING
 MF1618'AND THE STATION AS DESCRIBED, CONTINUE EAST ON GRAVEL ROAD
 MF1618'FOR 0.15 MILE TO REFERENCE MARK NO. 1 ON THE LEFT AS DESCRIBED.
 MF1618'
 MF1618'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND OBJECTS
 MF1618'VISIBLE FROM THE GROUND.
 MF1618'
 MF1618'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1618
 MF1618                          STATION RECOVERY (1969)
 MF1618
 MF1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF1618'THE STATION MARK WAS NOT RECOVERED ON THIS DATE.
 MF1618'
 MF1618'R.M. 1 STAMPED, LA SALLE NB NO 1 1930 IS 0.15 MILE EAST
 MF1618'ALONG A GRAVELED ROAD FROM R.M. 2 AND TRIANGULATION STATION
 MF1618'CULTON 1920, 115 FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM
 MF1618'A POWER POLE, 158-1/2 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 MF1618'CORNER OF A BRICK HOUSE, 22 FEET NORTH OF THE CENTER LINE
 MF1618'OF THE ROAD, 47-1/2 FEET NORTH AND ACROSS THE ROAD FROM A
 MF1618'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MF1618'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 MF1618'
 MF1618'R.M. 2, STAMPED LA SALLE NB NO 2 1930 IS ABOUT 4.55 MILES
 MF1618'SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE RAILROAD
 MF1618'STATION AT MENDOTA, 82 FEET EAST OF THE EAST RAIL, 21 FEET
 MF1618'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 70 FEET EAST
 MF1618'OF A STEEL POLE WHICH SUPPORTS A RAILROAD CROSSING SIGN, 34
 MF1618'FEET EAST OF A CORNER FENCE POST, 44 FEET NORTH OF A FENCE,
 MF1618'10 FEET NORTHEAST OF THE EAST END OF A 12-INCH CORRUGATED
 MF1618'METAL PIPE CULVERT, 121.5 FEET EAST-SOUTHEAST OF TRIANGULATION
 MF1618'STATION CULTON 1920, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MF1618'ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 1 INCH
 MF1618'BELOW THE SURFACE OF THE GROUND.
 MF1618'
 MF1618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.55 MILES
 MF1618'SOUTH
 MF1618
 MF1618                          STATION RECOVERY (1971)
 MF1618
 MF1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MF1618'REFERENCE MAKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  NO
 MF1618'SEARCH COULD BE MADE FOR THE STATION MARK SINCE IT IS UNDERGROUND
 MF1618'AND IN A CORN FIELD.  CULTON 1920 WAS FOUND LOOSE IN THE
 MF1618'GROUND AND THE DISK WAS SALVAGED SINCE NO UNDERGROUND MARK
 MF1618'COULD BE FOUND.  THE STATION WILL BE VISITED AT A LATER
 MF1618'DATE AND A NEW REFERENCE MARK SET SINCE CULTON 1920 WAS
 MF1618'USED AS A REFERENCE FOR THIS STATION.
 MF1618'
 MF1618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 MF1618'MILES SOUTH OF MENDOTA
 MF1618
 MF1618                          STATION RECOVERY (1972)
 MF1618
 MF1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MF1618'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD
 MF1618'CONDITION.  CULTON 1920 WHICH WAS USED AS A REFERENCE MARK
 MF1618'WAS FOUND ON A PREVIOUS TRIP TO HAVE BEEN RESET BY PARTIES
 MF1618'UNKNOWN, VERY LOOSE AND SHALLOW IN THE GROUND AND WAS DESTROYED.
 MF1618'A REFERENCE MARK 3 WAS SET.  THE DISTANCE AND DIRECTION TO
 MF1618'REFERENCE MARK 2 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 MF1618'
 MF1618'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF LA SALLE,
 MF1618'71 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 82 FEET
 MF1618'EAST OF THE EAST RAIL OF RAILROAD, 35 FEET EAST OF A NORTH-SOUTH
 MF1618'FENCE LINE AND A METAL WITNESS POST AND 62 FEET NORTHEAST OF
 MF1618'A FENCE CORNER.  THE MONUMENT IS 16 INCHES UNDERGROUND AT THE
 MF1618'SOUTHWEST EDGE OF A CULTIVATED FIELD AND THE DISK IS STAMPED
 MF1618'LA SALLE NB 1930.
 MF1618'
 MF1618'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51
 MF1618'AND 34 IN MENDOTA, GO SOUTH ON HIGHWAY 52 FOR 4.35 MILES
 MF1618'TO A GRAVELD CROSSROAD.  TURN LEFT AND GO EAST ON THE GRAVELED
 MF1618'ROAD FOR 0.55 TO RAILROAD CROSSING AND THE STATION AS DESCRIBED.
 MF1618'TO REACH REFERENCE MARK 1 CONTINUE EAST ON THE GRAVELED ROAD
 MF1618'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 MF1618'
 MF1618'REFERENCE MARK 1 IS 23 FEET NORTH OF THE CENTERLINE OF THE
 MF1618'ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND 31 FEET WEST
 MF1618'OF THE CENTERLINE OF A FIELD ENTRANCE.  THE MONUMENT IS FLUSH
 MF1618'AND THE DISK IS STAMPED LA SALLE NB NO 1 1930.
 MF1618'
 MF1618'REFERENCE MARK 2 IS 21 FEET NORTH OF THE CENTERLINE OF THE
 MF1618'ROAD, 34 FEET EAST OF THE FENCE CORNER AND 82 FEET EAST OF
 MF1618'THE EAST RAIL OF THE RAILROAD.  THE MONUMENT IS FLUSH AND
 MF1618'THE DISK IS STAMPED LA SALLE NB NO 2 1930.
 MF1618'
 MF1618'REFERENCE MARK 3 IS 51 FEET NORTH OF THE FENCE CORNER, 71
 MF1618'FEET NORTH OF THE CENTERLINE OF THE ROAD, 46 FEET EAST OF
 MF1618'THE EAST RAIL OF THE RAILROAD AND 1 FOOT SOUTH OF A METAL
 MF1618'WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 MF1618'IS STAMPED LA SALLE NB 1930 NO 3 1972.
 MF1618'
 MF1618'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1618'
 MF1618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 MF1618'MILES SOUTH OF MENDOTA
 MF1618
 MF1618                          STATION RECOVERY (1987)
 MF1618
 MF1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RLR)
 MF1618'THE STATION MARK, RM 1 AND 3 WERE RECOVERED IN GOOD CONDITION.  AT THE
 MF1618'PROPERTY OWNERS REQUEST THE RM 3 WAS DESTROYED AND A NEW RM 4 WAS
 MF1618'ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTION TO RM 3 CHECKED
 MF1618'THE 1972 DATA.  A NEW TO REACH FOLLOWS.  THE STATION IS LOCATED ABOUT
 MF1618'17.7 KM (11.00 MI) N OF PERU AMD 8.0 KM (4.95 MI) S OF MENDOTA.
 MF1618'OWNERSHIP-- MR PAUL HOCHSTATTER WHO LIVES IN THE FIRST HOUSE E OF THE
 MF1618'STATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S HWY 34 AND
 MF1618'STATE HWY 251 IN MENDOTA, GO S ON HWY 251 FOR 70 KM, (43.50 MI) TO A
 MF1618'CROSSROAD, N 38TH ROAD.  TURN LEFT AND GO E ON PAVED ROAD N 38TH ROAD
 MF1618'FOR 0.89 KM, (0.55 MI) TO A FIELD ENTRANCE AND STATION AS DESCRIBED.
 MF1618'TO REACH RM 1 CONTINUE E ON N 38TH RD FOR 0.24 KM (0.15 MI) TO MARK ON
 MF1618'LEFT.
 MF1618' 
 MF1618'THE STATION IS A STANDARD NGS DISK STAMPED---LA SALLE N B 1930---, SET
 MF1618'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 46 CM (17 INCHES) IN
 MF1618'DIAMETER, RECESSED 49 CM (18 INCHES) BELOW THE GROUND. THE STATION S
 MF1618'LOCATED 41.76 METERS (137.01 FT) E FROM A LONE 14 INCH OAK TREE, 21.64
 MF1618'METERS (71.00 FT) N FROM THE CENTER OF N 38TH RD AND 13.56 METERS
 MF1618'(44.49 FT) N FROM A METAL WITNESS POST.  RM NO 1, IS A STANDARD NGS
 MF1618'DISK STAMPED---LA SALLE NB NO 1 1930---, SET INTO THE TOP OF A SQUARE
 MF1618'CONCRETE MONUMENT, 37 CM (14 INCHES) IN DIAMETER, PROJECTING 12 CM (4
 MF1618'INCHES) ABOVE THE GROUND.  THE STATION IS LOCATED 7.01 METERS (23.00
 MF1618'FT) N FROM CENTER OF N 38TH RD, AND 0.31 METERS (1.02 FT) W FROM A
 MF1618'METAL WITNESS POST.  RM NO 4, IS A STANDARD NGS DISK STAMPED---LA
 MF1618'SALLE N.B 1930 NO 4 1987---, SET INTO THE TOP OF A ROUND CONCRETE
 MF1618'MONUMENT, 30 CM (10 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE
 MF1618'STATION IS LOCATED 8.23 METERS (27.00 FT) N FROM CENTER OF N 38TH RD,
 MF1618'14.02 METERS (46.00 FT) E FROM CENTER OF FIELD ENTRANCE ROAD AND 0.31
 MF1618'METERS (1.02 FT) W OF METAL WITNESS POST.
 MF1618
 MF1618                          STATION RECOVERY (1996)
 MF1618
 MF1618'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1618'RECOVERED AS DESCRIBED EXCEPT THAT THE ILLINOIS CENTRAL RAILROAD
 MF1618'TRACKS, THE RIGHT OF WAY FENCE LINE, AND THE GRAIN ELEVATOR ARE NO
 MF1618'LONGER THERE.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 251 AND
 MF1618'U.S.  ROUTE 52 (TO THE EAST) , PROCEED NORTH ALONG ILLINOIS ROUTE 251
 MF1618'FOR APPROXIMENTLY 1.0 MI (1.6 KM) TO THE INTERSECTION OF ILLINOIS
 MF1618'ROUTE 251 AND N 38TH ROAD (N 3800) , PROCEED EAST ON N 38TH ROAD FOR
 MF1618'APPROXIMENTLY 0.57 MI (0.92 KM) TO THE STATION ON THE LEFT (NORTH)
 MF1618'SIDE OF N 38TH.  THE STATION IS LOCATED 73 FT (22.3 M) NORTH OF THE
 MF1618'CENTERLINE OF N 38TH, 85 FT (25.9 M) EAST OF THE CENTERLINE OF A
 MF1618'GRAVEL DRIVE (OLD ILLINOIS CENTRAL RAILROAD TRACK BED) TO THE NORTH,
 MF1618'113.2 FT (34.5 M) NORTHEAST OF A POWER POLE, AND 44.8 FT (13.7 M)
 MF1618'NORTH OF OF LA SALLE NORTH BASE RM 4.
 MF1618
 MF1618                          STATION RECOVERY (1997)
 MF1618
 MF1618'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1618'MARK NOT FOUND.
 MF1618
 MF1618                          STATION RECOVERY (2002)
 MF1618
 MF1618'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1635 ***********************************************************************
 MF1635  DESIGNATION -  LA SALLE NORTH MUNICIPAL TANK
 MF1635  PID         -  MF1635
 MF1635  STATE/COUNTY-  IL/LA SALLE
 MF1635  USGS QUAD   -  LA SALLE (1993)
 MF1635
 MF1635                         *CURRENT SURVEY CONTROL
 MF1635  ___________________________________________________________________
 MF1635* NAD 83(1997)-  41 20 47.97021(N)    089 05 30.16689(W)     ADJUSTED  
 MF1635* NAVD 88     -                                                        
 MF1635  ___________________________________________________________________
 MF1635  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 MF1635  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1635
 MF1635  HORZ ORDER  -  THIRD
 MF1635
 MF1635.The horizontal coordinates were established by classical geodetic methods
 MF1635.and adjusted by the National Geodetic Survey in October 1999..
 MF1635
 MF1635
 MF1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1635
 MF1635.The geoid height was determined by GEOID03.
 MF1635
 MF1635;                    North         East     Units Scale Factor Converg.
 MF1635;SPC IL E     -   519,817.265   236,530.408   MT  1.00002456   -0 30 03.6
 MF1635;SPC IL E     - 1,705,433.81    776,016.85   sFT  1.00002456   -0 30 03.6
 MF1635;SPC IL W     -   520,079.722   789,961.298   MT  1.00004074   +0 42 36.6
 MF1635;SPC IL W     - 1,706,294.89  2,591,731.36   sFT  1.00004074   +0 42 36.6
 MF1635;UTM  16      - 4,579,351.306   325,003.631   MT  0.99997689   -1 22 55.8
 MF1635
 MF1635                          SUPERSEDED SURVEY CONTROL
 MF1635
 MF1635  NAD 83(1986)-  41 20 47.97664(N)    089 05 30.17450(W) AD(       ) 4
 MF1635  NAD 27      -  41 20 47.85200(N)    089 05 29.88200(W) AD(       ) 3
 MF1635
 MF1635.Superseded values are not recommended for survey control.
 MF1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1635.See file dsdata.txt to determine how the superseded data were derived.
 MF1635
 MF1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2500479351(NAD 83)
 MF1635_MARKER: 51 = TANK
 MF1635
 MF1635  HISTORY     - Date     Condition        Report By
 MF1635  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1635
 MF1635                          STATION DESCRIPTION
 MF1635
 MF1635'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0686 ***********************************************************************
 MF0686  DESIGNATION -  LA SALLE SOUTH BASE RM 1
 MF0686  PID         -  MF0686
 MF0686  STATE/COUNTY-  IL/LA SALLE
 MF0686  USGS QUAD   -  TROY GROVE (1993)
 MF0686
 MF0686                         *CURRENT SURVEY CONTROL
 MF0686  ___________________________________________________________________
 MF0686* NAD 83(1986)-  41 24 39.     (N)    089 06 59.     (W)     SCALED    
 MF0686* NAVD 88     -       202.590  (meters)     664.66   (feet)  ADJUSTED  
 MF0686  ___________________________________________________________________
 MF0686  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0686  DYNAMIC HT  -         202.510 (meters)     664.40  (feet)  COMP
 MF0686  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 MF0686
 MF0686  VERT ORDER  -  FIRST     CLASS II
 MF0686
 MF0686.The horizontal coordinates were scaled from a topographic map and have
 MF0686.an estimated accuracy of +/- 6 seconds.
 MF0686
 MF0686.The orthometric height was determined by differential leveling
 MF0686.and adjusted by the National Geodetic Survey in June 1991..
 MF0686
 MF0686.The geoid height was determined by GEOID03.
 MF0686
 MF0686.The dynamic height is computed by dividing the NAVD 88
 MF0686.geopotential number by the normal gravity value computed on the
 MF0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0686.degrees latitude (g = 980.6199 gals.).
 MF0686
 MF0686.The modeled gravity was interpolated from observed gravity values.
 MF0686
 MF0686;                    North         East    Units  Estimated Accuracy
 MF0686;SPC IL E     -   526,960.      234,530.      MT  (+/- 180 meters Scaled)
 MF0686
 MF0686                          SUPERSEDED SURVEY CONTROL
 MF0686
 MF0686  NGVD 29 (??/??/92)  202.641  (m)          664.83   (f) ADJ UNCH    1 2
 MF0686
 MF0686.Superseded values are not recommended for survey control.
 MF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0686.See file dsdata.txt to determine how the superseded data were derived.
 MF0686
 MF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL231865(NAD 83)
 MF0686_MARKER: DR = REFERENCE MARK DISK
 MF0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0686_STAMPING: LASALLE SB 1930
 MF0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0686+STABILITY: SURFACE MOTION
 MF0686
 MF0686  HISTORY     - Date     Condition        Report By
 MF0686  HISTORY     - 1930     MONUMENTED       CGS
 MF0686  HISTORY     - 1960     GOOD             NGS
 MF0686  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0686  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0686
 MF0686                          STATION DESCRIPTION
 MF0686
 MF0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0686'2 MI S FROM DIMMICK.
 MF0686'ABOUT 2.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0686'THE CROSSING OF A GRAVEL ROAD AT DIMMICK, 0.15 MILE NORTH OF
 MF0686'MILEPOST 862, AT THE CROSSING OF A GRAVEL ROAD, IN S-21, R-1E, T-34N,
 MF0686'177 FEET EAST OF THE EAST RAIL, 30 FEET SOUTH OF CENTER LINE OF
 MF0686'ROAD, 1 FOOT NORTH OF A WIRE FENCE, 130 FEET EAST OF A FENCE
 MF0686'CORNER, 143 FEET EAST OF TELEPHONE POLE 11, ABOUT LEVEL WITH
 MF0686'THE GRAVEL ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 5
 MF0686'INCHES ON THE NORTH SIDE.  NOTE-- THE POST IS LOOSE IN THE
 MF0686'GROUND.
 MF0686
 MF0686                          STATION RECOVERY (1997)
 MF0686
 MF0686'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0686'MARK NOT FOUND.
 MF0686
 MF0686                          STATION RECOVERY (2002)
 MF0686
 MF0686'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0687 ***********************************************************************
 MF0687  DESIGNATION -  LA SALLE SOUTH BASE RM 2
 MF0687  PID         -  MF0687
 MF0687  STATE/COUNTY-  IL/LA SALLE
 MF0687  USGS QUAD   -  TROY GROVE (1993)
 MF0687
 MF0687                         *CURRENT SURVEY CONTROL
 MF0687  ___________________________________________________________________
 MF0687* NAD 83(1986)-  41 24 39.     (N)    089 06 59.     (W)     SCALED    
 MF0687* NAVD 88     -       202.986  (meters)     665.96   (feet)  ADJUSTED  
 MF0687  ___________________________________________________________________
 MF0687  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0687  DYNAMIC HT  -         202.906 (meters)     665.70  (feet)  COMP
 MF0687  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 MF0687
 MF0687  VERT ORDER  -  FIRST     CLASS I
 MF0687
 MF0687.The horizontal coordinates were scaled from a topographic map and have
 MF0687.an estimated accuracy of +/- 6 seconds.
 MF0687
 MF0687.The orthometric height was determined by differential leveling
 MF0687.and adjusted by the National Geodetic Survey in June 1991..
 MF0687
 MF0687.The geoid height was determined by GEOID03.
 MF0687
 MF0687.The dynamic height is computed by dividing the NAVD 88
 MF0687.geopotential number by the normal gravity value computed on the
 MF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0687.degrees latitude (g = 980.6199 gals.).
 MF0687
 MF0687.The modeled gravity was interpolated from observed gravity values.
 MF0687
 MF0687;                    North         East    Units  Estimated Accuracy
 MF0687;SPC IL E     -   526,960.      234,530.      MT  (+/- 180 meters Scaled)
 MF0687
 MF0687                          SUPERSEDED SURVEY CONTROL
 MF0687
 MF0687  NGVD 29 (??/??/92)  203.037  (m)          666.13   (f) ADJ UNCH    1 1
 MF0687
 MF0687.Superseded values are not recommended for survey control.
 MF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0687.See file dsdata.txt to determine how the superseded data were derived.
 MF0687
 MF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL231865(NAD 83)
 MF0687_MARKER: DR = REFERENCE MARK DISK
 MF0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0687_STAMPING: LASALLE SB NO 2 1966
 MF0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0687+STABILITY: SURFACE MOTION
 MF0687
 MF0687  HISTORY     - Date     Condition        Report By
 MF0687  HISTORY     - 1966     MONUMENTED       CGS
 MF0687  HISTORY     - 1969     GOOD             NGS
 MF0687  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0687  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0687
 MF0687                          STATION DESCRIPTION
 MF0687
 MF0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0687'6.2 MI N FROM LA SALLE.
 MF0687'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0687'LASALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0687'STATE HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS
 MF0687'AVENUE WHICH IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST
 MF0687'ALONG OLD U.S. HIGHWAY 51, THENCE 3.1 MILES NORTH ALONG THE
 MF0687'ILLINOIS CENTRAL RAILROAD, 0.15 MILE SOUTH OF MILEPOST 862, 47
 MF0687'FEET EAST OF THE EAST RAIL, 105 FEET SOUTH OF THE CENTER LINE OF
 MF0687'COUNTY ROAD NUMBER 33, 107 FEET EAST-SOUTHEAST AND ACROSS THE
 MF0687'TRACK FROM BENCH MARK R 236, 40.8 FEET SOUTH OF R.M. LAWRENCE,
 MF0687'1 1/2 FEET WEST OF A FENCE, 2.0 FEET NORTH OF A METAL WITNESS
 MF0687'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE
 MF0687'TOP OF A CONCRETE POST WHICH IS 5 INCHES BELOW THE SURFACE OF
 MF0687'THE GROUND.  SEC 21, T34N, R 1E.
 MF0687
 MF0687                          STATION RECOVERY (1997)
 MF0687
 MF0687'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0687'MARK NOT FOUND.
 MF0687
 MF0687                          STATION RECOVERY (2002)
 MF0687
 MF0687'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0688 ***********************************************************************
 MF0688  DESIGNATION -  LA SALLE SOUTH BASE
 MF0688  PID         -  MF0688
 MF0688  STATE/COUNTY-  IL/LA SALLE
 MF0688  USGS QUAD   -  TROY GROVE (1993)
 MF0688
 MF0688                         *CURRENT SURVEY CONTROL
 MF0688  ___________________________________________________________________
 MF0688* NAD 83(1997)-  41 24 39.55083(N)    089 06 58.37198(W)     ADJUSTED  
 MF0688* NAVD 88     -       202.3    (meters)     664.     (feet)  GPS OBS   
 MF0688  ___________________________________________________________________
 MF0688  X           -      73,892.693 (meters)                     COMP
 MF0688  Y           -  -4,790,080.138 (meters)                     COMP
 MF0688  Z           -   4,196,874.933 (meters)                     COMP
 MF0688  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 MF0688  ELLIP HEIGHT-         169.34  (meters)          (12/06/04) GPS OBS
 MF0688  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0688
 MF0688  HORZ ORDER  -  FIRST
 MF0688  VERT ORDER  -  THIRD (See Below)
 MF0688  ELLP ORDER  -  FOURTH    CLASS I
 MF0688
 MF0688.The horizontal coordinates were established by GPS observations
 MF0688.and adjusted by the National Geodetic Survey in September 1998..
 MF0688
 MF0688.The orthometric height was determined by GPS observations and a
 MF0688.high-resolution geoid model.
 MF0688.The vertical order pertains to the NGVD 29 superseded value.
 MF0688
 MF0688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0688
 MF0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0688
 MF0688.The ellipsoidal height was determined by GPS observations
 MF0688.and is referenced to NAD 83.
 MF0688
 MF0688.The geoid height was determined by GEOID03.
 MF0688
 MF0688;                    North         East     Units Scale Factor Converg.
 MF0688;SPC IL E     -   526,979.734   234,544.375   MT  1.00002771   -0 31 04.3
 MF0688;SPC IL E     - 1,728,932.68    769,501.00   sFT  1.00002771   -0 31 04.3
 MF0688;SPC IL W     -   527,198.670   787,824.190   MT  1.00003606   +0 41 41.5
 MF0688;SPC IL W     - 1,729,650.97  2,584,719.86   sFT  1.00003606   +0 41 41.5
 MF0688;UTM  16      - 4,586,543.164   323,128.136   MT  0.99998501   -1 24 00.5
 MF0688
 MF0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0688!SPC IL E     -   0.99997344  x   1.00002771  =   1.00000115
 MF0688!SPC IL W     -   0.99997344  x   1.00003606  =   1.00000950
 MF0688!UTM  16      -   0.99997344  x   0.99998501  =   0.99995845
 MF0688
 MF0688|---------------------------------------------------------------------|
 MF0688| PID    Reference Object                     Distance      Geod. Az  |
 MF0688|                                                           dddmmss.s |
 MF0688| MF0686 LA SALLE SOUTH BASE RM 1             37.213 METERS 06145     |
 MF0688| MF1633 OGLESBY MARQUETTE CO NE STACK       APPROX.13.9 KM 1553609.8 |
 MF0688| MF1635 LA SALLE NORTH MUNICIPAL TANK       APPROX. 7.4 KM 1635904.8 |
 MF0688| MF1637 LA SALLE SOUTH MUNICIPAL TANK       APPROX. 8.6 KM 1653340.0 |
 MF0688| MF1634 PERU WESTERN CLOCK CO E STACK       APPROX. 9.2 KM 1753835.0 |
 MF0688| MF1636 PERU WESTERN CLOCK CO W STACK       APPROX. 9.2 KM 1754905.1 |
 MF0688| MF1646 PERU CATHOLIC CHURCH SPIRE          APPROX. 9.3 KM 1875959.3 |
 MF0688| MF1643 SPRING VALLEY MUNICIPAL TANK        APPROX.11.6 KM 2153501.3 |
 MF0688| MF0687 LA SALLE SOUTH BASE RM 2              9.120 METERS 22713     |
 MF0688| MF1644 DALZELL MUNICIPAL TANK              APPROX. 7.5 KM 2352923.6 |
 MF0688| MF1560 MENDOTA MUNICIPAL TANK              APPROX.15.4 KM 3594800.2 |
 MF0688|---------------------------------------------------------------------|
 MF0688
 MF0688                          SUPERSEDED SURVEY CONTROL
 MF0688
 MF0688  ELLIP H (09/15/98)  169.34   (m)                       GP(       ) 3 1
 MF0688  NAD 83(1986)-  41 24 39.55785(N)    089 06 58.37951(W) AD(       ) 1
 MF0688  NAD 27      -  41 24 39.43800(N)    089 06 58.08200(W) AD(       ) 1
 MF0688  NGVD 29 (03/28/06)  202.38   (m)          664.0    (f) RESET       3  
 MF0688
 MF0688.Superseded values are not recommended for survey control.
 MF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0688.See file dsdata.txt to determine how the superseded data were derived.
 MF0688
 MF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2312886543(NAD 83)
 MF0688_MARKER: DS = TRIANGULATION STATION DISK
 MF0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0688_STAMPING: LA SALLE SOUTH BASE 1930
 MF0688_MARK LOGO: CGS   
 MF0688_PROJECTION: FLUSH
 MF0688_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0688+STABILITY: SURFACE MOTION
 MF0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0688+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1996
 MF0688
 MF0688  HISTORY     - Date     Condition        Report By
 MF0688  HISTORY     - 1930     MONUMENTED       CGS
 MF0688  HISTORY     - 1939     SEE DESCRIPTION  CGS
 MF0688  HISTORY     - 1966     GOOD             CGS
 MF0688  HISTORY     - 1966     GOOD             NGS
 MF0688  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MF0688  HISTORY     - 1972     GOOD             ILHD
 MF0688  HISTORY     - 19861021 GOOD             NGS
 MF0688  HISTORY     - 19961212 GOOD             SECI
 MF0688  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0688  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0688
 MF0688                          STATION DESCRIPTION
 MF0688
 MF0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF0688'STATION IS ABOUT 6 MILES N OF LA SALLE, ON THE E SIDE OF THE
 MF0688'FENCE BOUNDING THE ILLINOIS CENTRAL RAILROAD RIGHT-OF-WAY,
 MF0688'ON THE E, 25.5 METERS S OF THE CENTER LINE OF A ROAD WHICH
 MF0688'CROSSES THE TRACKS HERE IN CULTIVATED LAND.  IT IS 21.09
 MF0688'METERS E OF THE E RAIL, 6.51 METERS E OF THE E RIGHT-OF-WAY
 MF0688'FENCE LINE, AND 16.31 METERS S OF A FENCE.  THE MARK IS
 MF0688'DEPRESSED 12 INCHES.
 MF0688'
 MF0688'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF0688'DISKS SET IN CONCRETE.
 MF0688'
 MF0688'REFERENCE MARK NO. 1 IS 4 INCHES ABOVE THE SURFACE AND NEAR
 MF0688'THE FENCE LINE ON THE S SIDE OF THE ROAD, AND ABOUT 50 METERS
 MF0688'E OF THE TRACKS.  IT IS 9.5 METERS S OF THE CENTER LINE OF THE
 MF0688'ROAD, AND 0.32 METER N OF THE FENCE LINE.  THE TOWER OBSTRUCTED
 MF0688'THIS MARK.  THE DIRECTION IS APPROXIMATE.
 MF0688'
 MF0688'THE LAWRENCE TRAVERSE STATION MARK IS FLUSH WITH THE SURFACE
 MF0688'ON THE TOP OF THE E BANK OF THE RAILROAD CUT, 6.12 METERS
 MF0688'E OF THE E RAIL, AND 8.46 METERS W OF THE RIGHT-OF-WAY FENCE.
 MF0688'IT IS 14.9446 METERS DUE E OF THE SOUTH BASE STATION MARK.
 MF0688'THE TRAVERSE STATION REFERENCE MARK IS IN THE E FENCE LINE,
 MF0688'9.56 METERS NW OF THE SOUTH BASE MARK.
 MF0688'
 MF0688'TO REACH FROM PERU, GO 5.7 MILES N ON U.S. HIGHWAY 51, THEN
 MF0688'E ON A SIDE ROAD 0.6 MILE.
 MF0688'
 MF0688'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF0688
 MF0688                          STATION RECOVERY (1939)
 MF0688
 MF0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (SAD)
 MF0688'THE STATION IS NOW IN A CORN FIELD, AND WAS NOT ACTUALLY
 MF0688'UNCOVERED.  SURROUNDINGS UNCHANGED.  THICK GROWTH OF CORN
 MF0688'MAKES IT IMPRACTICABLE AS A MAGNETIC STATION.
 MF0688'
 MF0688'REFERENCE MARK NO. 1 WAS NOT ACTUALLY SEEN.  IT IS UNDER
 MF0688'A VERY THICK GROWTH OF TALL WEEDS ALONG THE FENCE LINE.
 MF0688'IMPOSSIBLE AS MAGNETIC STATION.
 MF0688'
 MF0688'TRAVERSE STATION LAWRENCE WAS RECOVERED IN GOOD CONDITION.
 MF0688'UNSUITABLE AS MAGNETIC STATION BECAUSE IT IS ON A SHARP
 MF0688'RIDGE FORMED BY THE RAILROAD CUT (IMPOSSIBLE TO SET UP OBSERVING
 MF0688'TENT OVER IT) AND IS ALSO TOO CLOSE TO THE RAILROAD.
 MF0688
 MF0688                          STATION RECOVERY (1966)
 MF0688
 MF0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF0688'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AT THIS
 MF0688'TIME.  THE REFERENCE MARK WAS DESTROYED AT THE REQUEST OF
 MF0688'HIGHWAY OFFICIALS AND A NEW REFERENCE MARK WAS ESTABLISHED.
 MF0688'LAWRENCE R.M. WAS ALSO TIED TO THE STATION AT THIS TIME.
 MF0688'IT IS THOUGHT THAT THE PREVIOUS DESCRIPTION IS INADEQUATE AND
 MF0688'A NEW DESCRIPTION FOLLOWS.  THE DISTANCE AND DIRECTION TO
 MF0688'REFERENCE MARK 1 CHECKED.
 MF0688'
 MF0688'STATION IS ABOUT 5 MILES NORTH OF PERU, ON THE EAST SIDE OF
 MF0688'THE ILLINOIS CENTRAL RAILROAD IN A CULTIVATED FIELD OWNED BY
 MF0688'MR. VERNARD PELKA.  IT IS 69 FEET EAST OF THE EAST RAIL OF
 MF0688'THE RAILROAD, 84 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 MF0688'30 FEET SOUTHEAST OF A METAL WITNESS POST, 31 FEET NORTHEAST
 MF0688'OF A METAL WITNESS POST AND 21 FEET EAST OF A WIRE FENCE.
 MF0688'THE MONUMENT IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 MF0688'AND THE DISK IS STAMPED LA SALLE SOUTH BASE 1930.
 MF0688'
 MF0688'REFERENCE MARK 2 IS 47 FEET EAST OF THE EAST RAIL, 2 FEET
 MF0688'NORTH OF A WITNESS POST AND SET IN A NORTH-SOUTH FENCE LINE.
 MF0688'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LA SALLE SB
 MF0688'1930 NO 2 1966.
 MF0688'
 MF0688'LAWRENCE R.M. IS 45 FEET EAST OF THE EAST RAIL, 2 FEET WEST
 MF0688'OF A WITNESS POST AND 2 FEET WEST OF THE FENCE.  THE MONUMENT
 MF0688'PROJECTS 2 INCHES AND THE DISK IS STAMPED LAWRENCE R.M.
 MF0688'
 MF0688'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 MF0688'80 AND U.S. HIGHWAY 51 (ABOUT 2 MILES NORTH OF PERU,) GO NORTH
 MF0688'ON HIGHWAY 51 FOR 3.15 MILES TO A CROSSROAD.  TURN RIGHT
 MF0688'AND GO EAST ON THE GRAVELED ROAD FOR 0.4 MILE TO A RAILROAD
 MF0688'CROSSING AND THE STATION SOUTHEAST OF THIS POINT AS DESCRIBED.
 MF0688'
 MF0688'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF0688'
 MF0688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MF0688'NORTH OF PERU
 MF0688
 MF0688                          STATION RECOVERY (1966)
 MF0688
 MF0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MF0688'5 MI N FROM PERU.
 MF0688'THE MARK IS ON THE EAST SIDE OF THE ILLINOIS CENTRAL RAILROAD,
 MF0688'69 FEET EAST OF THE EAST RAIL, 84 FEET SOUTH OF THE CENTERLINE OF
 MF0688'A ROAD, 30 FEET SOUTHEAST OF A METAL WITNESS POST, 31 FEET
 MF0688'NORTHEAST OF A METAL WITNESS POST AND 21 FEET EAST OF A WIRE
 MF0688'FENCE.  IT IS A STANDARD TRIANGULATION STATION MARK DISK SET IN
 MF0688'CONCRETE ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND IN A
 MF0688'CULTIVATED FIELD OWNED BY MR. VERNARD PELKA.  TO REACH THE MARK
 MF0688'FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY 51
 MF0688'(ABOUT 2 MILES NORTH OF PERU), GO NORTH ON HIGHWAY 51 FOR 3.15
 MF0688'MILES TO A CROSSROAD.  TURN RIGHT ON THE ROAD AND GO EAST FOR
 MF0688'0.4 MILE TO A RAILROAD CROSSING AND THE MARK ON THE RIGHT.
 MF0688
 MF0688                          STATION RECOVERY (1969)
 MF0688
 MF0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0688'THE STATION MARK IS LOCATED IN WHAT IS NOW A CORN FIELD AND
 MF0688'IT WAS NOT RECOVERED AT THIS TIME.
 MF0688'
 MF0688'R.M. 1, ACCORDING TO TRIANGULATION DESCRIPTION OF 1966, WAS
 MF0688'DESTROYED AT THE REQUEST OF HIGHWAY OFFICIALS.
 MF0688'
 MF0688'R.M. 2, STAMPED LA SALLE SB NO 2 1966 IS ABOUT 0.1 MILE
 MF0688'EAST ALONG THIRD STREET FROM THE POST OFFICE AT LA SALLE,
 MF0688'THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS STATE
 MF0688'HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS AVENUE
 MF0688'WHICH IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST ALONG
 MF0688'OLD U.S. HIGHWAY 51, THENCE 3.1 MILES NORTH ALONG THE ILLINOIS
 MF0688'CENTRAL RAILROAD, 0.15 MILE SOUTH OF MILEPOST 862, 47 FEET
 MF0688'EAST OF THE EAST RAIL, 105 FEET SOUTH OF THE CENTER LINE
 MF0688'OF COUNTY ROAD NUMBER 33, 107 FEET EAST-SOUTHEAST AND ACROSS
 MF0688'THE TRACK FROM BENCH MARK R 236, 40.8 FEET SOUTH OF R.M.
 MF0688'LAWRENCE, 1-1/2 FEET WEST OF A FENCE, 2.0 FEET NORTH OF A
 MF0688'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 MF0688'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH IS 5
 MF0688'INCHES BELOW THE SURFACE OF THE GROUND.
 MF0688'
 MF0688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.25 MILES
 MF0688'NORTH
 MF0688
 MF0688                          STATION RECOVERY (1972)
 MF0688
 MF0688'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (LER)
 MF0688'LA SALLE SOUTH BASE 1930-=GOOD
 MF0688'
 MF0688'LA SALLE SB 1930 NO. 2 1966-GOOD
 MF0688'
 MF0688'LAWRENCE R.M.-GOOD
 MF0688'
 MF0688'THE DISTANCES AND DIRECTIONS TO THE STATION FROM THE TIES
 MF0688'FIT EXACTLY.
 MF0688
 MF0688                          STATION RECOVERY (1986)
 MF0688
 MF0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RLR)
 MF0688'THE STATION MARK, RM LAWRENCE RM AND RM 2 WERE ALL RECOVERED IN GOOD
 MF0688'CONDITION. THE RAILROAD IS NOW ABANDONED AND THE RAILROAD BED IS BEING
 MF0688'FILLED IN TO MAKE WAY FOR FARMING.  SO AT THE FARMERS REQUEST THE TWO
 MF0688'RMS WERE DESTROYED AND NEW RMS 3 AND 4 WERE ESTABLISHED.  A NEW AND
 MF0688'COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 72.4 KM
 MF0688'(45.00 MI) N OF PERU ALONG COUNTY ROAD 33 N.  OWNERSHIP---BERNARD
 MF0688'PELKA, 724 KOSCIUSKO AVE, PERU, ILLIOIS, 61354.  TO REACH THE STATION
 MF0688'FROM THE JUNCTION OF INTERSTATE 80 AND STATE HWY 251, ABOUT 3.2 KM
 MF0688'(2.00 MI) N OF PERU, GO N ON HWY 251 FOR 5.21 KM (3.25 MI) TO A
 MF0688'CROSSROAD, COUNTY ROAD 33 N.  TURN RIGHT AND GO E FOR 0.85 KM (0.50
 MF0688'MI) TO OLD RAILROAD CROSSING AND STATION AS DESCRIBED.
 MF0688' 
 MF0688'THE STATION IS A STANDARD NGS DISK STAMPED---LA SALLE SOUTH BASE
 MF0688'1930---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 52 CM (19
 MF0688'INCHES) IN DIAMETER, RECESSED 24 CM (8 INCHES) BELOW THE GROUND. THE
 MF0688'STATION IS LOCATED 25.900 METERS (84.974 FT) S FROM CENTER OF COUNTY
 MF0688'ROAD 33 N AND 3.050 METERS (10.007 FT) E FROM THE EXTENDED CENTER OF
 MF0688'FIELD ENTRANCE ROAD.  RM NO 3, IS A STANDARD NGS DISK STAMPED---LA
 MF0688'SALLE SB 1930 NO 3 1986---, SET INTO THE TOP OF A ROUND CONCRETE
 MF0688'MONUMENT, 30 CM (10 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE
 MF0688'STATION IS LOCATED 11.480 METERS (37.664 FT) S FROM THE CENTER OF
 MF0688'COUNTY ROAD 33 N, AND 3.050 METERS (10.007 FT) E FROM CENTER OF FIELD
 MF0688'ENTRANCE ROAD.  RM NO 4, IS A STANDARD NGS DISK STAMPED---LA SALLE SB
 MF0688'1930 NO 4 1986---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30
 MF0688'CM (10 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 MF0688'17.38 METERS (57.02 FT) E FROM CENTER OF FIELD ENTRANCE AND 11.58
 MF0688'METERS (37.99 FT) S FROM CENTER OF COUNTY ROAD 33 N.  RM NO 3, IS A
 MF0688'STANDARD NGS BM DISK STAMPED---R 236 RESET 1986---, SET INTO THE TOP
 MF0688'OF A ROUND CONCRETE MONUMENT, 30 CM (10 INCHES) IN DIAMETER, FLUSH
 MF0688'WITH GROUND.  THE STATION IS LOCATED 20.72 METERS (67.98 FT) W FROM A
 MF0688'NATURAL GAS LINE MARKER PIPE, 11.89 METERS (39.01 FT) N FROM CENTER OF
 MF0688'COUNTY ROAD 33 N, 0.40 METERS (1.31 FT) E FROM A UTILITY POLE AND
 MF0688'WITNESS POST AND 1.82 METERS (5.97 FT) S FROM S EDGE OF CULTIVATED
 MF0688'FIELD, AND 1.0 METERS (3.3 FT) ABOVE THE GROUND.
 MF0688
 MF0688                          STATION RECOVERY (1996)
 MF0688
 MF0688'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF0688'TO REACH FROM THE JUNCTION OF INTERSTATE ROUTE 80 AND ILLINOIS ROUTE
 MF0688'251, PROCEED NORTH ALONG ILLINOIS ROUTE 251 FOR APPROXIMENTLY 3.15 MI
 MF0688'(5.07 KM) TO THE INTERSECTION OF ILLINOIS ROUTE 251 AND N 33 (N 3300)
 MF0688'(WALLACE WALTHAM SCHOOL ROAD) , TURN RIGHT (EAST) ON N 33 AND PROCEED
 MF0688'APPROXIMENTLY 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT (SOUTH) SIDE
 MF0688'OF N 33.  NOTE--ALL PREVIOUS TIES ARE NO LONGER THERE.  THE STATION IS
 MF0688'LOCATED 85 FT (25.9 M) SOUTH OF THE CENTERLINE OF N 33, IN LINE WITH A
 MF0688'FIELD ENTRANCE TO THE SOUTH, 77 FT (23.5 M) NORTHEAST OF A WOOD POST,
 MF0688'AND 48 FT (14.6 M) SOUTHWEST OF LA SALLE BASE SOUTH RM 3.
 MF0688
 MF0688                          STATION RECOVERY (1997)
 MF0688
 MF0688'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0688'MARK NOT FOUND.
 MF0688
 MF0688                          STATION RECOVERY (2002)
 MF0688
 MF0688'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1826 ***********************************************************************
 MF1826  DESIGNATION -  LA SALLE SOUTH BASE RM 3
 MF1826  PID         -  MF1826
 MF1826  STATE/COUNTY-  IL/LA SALLE
 MF1826  USGS QUAD   -  TROY GROVE (1993)
 MF1826
 MF1826                         *CURRENT SURVEY CONTROL
 MF1826  ___________________________________________________________________
 MF1826* NAD 83(1986)-  41 24 39.     (N)    089 06 58.     (W)     SCALED    
 MF1826* NAVD 88     -       202.54   (meters)     664.5    (feet)  RESET     
 MF1826  ___________________________________________________________________
 MF1826  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1826
 MF1826  VERT ORDER  -  THIRD
 MF1826
 MF1826.The horizontal coordinates were scaled from a topographic map and have
 MF1826.an estimated accuracy of +/- 6 seconds.
 MF1826
 MF1826.The orthometric height was computed from unverified reset data.
 MF1826.No vertical observational check was made to the station.
 MF1826
 MF1826.The geoid height was determined by GEOID03.
 MF1826
 MF1826;                    North         East    Units  Estimated Accuracy
 MF1826;SPC IL E     -   526,960.      234,550.      MT  (+/- 180 meters Scaled)
 MF1826
 MF1826                          SUPERSEDED SURVEY CONTROL
 MF1826
 MF1826  NGVD 29 (03/28/06)  202.59   (m)          664.7    (f) RESET       3  
 MF1826
 MF1826.Superseded values are not recommended for survey control.
 MF1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1826.See file dsdata.txt to determine how the superseded data were derived.
 MF1826
 MF1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL231865(NAD 83)
 MF1826_MARKER: DR = REFERENCE MARK DISK
 MF1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1826_SP_SET: CONCRETE POST
 MF1826_STAMPING: LASALLE SB 1930 NO. 3 1986
 MF1826_MARK LOGO: NGS   
 MF1826_PROJECTION: FLUSH
 MF1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1826+STABILITY: SURFACE MOTION
 MF1826
 MF1826  HISTORY     - Date     Condition        Report By
 MF1826  HISTORY     - 1986     MONUMENTED       NGS
 MF1826  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF1826  HISTORY     - 20010721 MARK NOT FOUND   USPSQD
 MF1826
 MF1826                          STATION DESCRIPTION
 MF1826
 MF1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MF1826'9.2 KM (5.70 MI) NE FROM PERU.
 MF1826'FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 251,
 MF1826'ABOUT 2 MILES NORTH OF PERU, GO NORTH ON HIGHWAY 251 FOR 5.2 KM
 MF1826'(3.25 MI) TO A CROSSROAD, COUNTY ROAD 33N.  TURN RIGHT AND GO EAST FOR
 MF1826'0.8 KM (0.50 MI) TO OLD RAILROAD CROSSING AND STATION ON RIGHT JUST
 MF1826'AFTER CROSSING TRACKS, 11.4 M (37.4 FT) SOUTH FROM CENTER OF COUNTY
 MF1826'ROAD 33N AND 3.0 M (9.8 FT) EAST FROM THE CENTER OF A FIELD ENTRANCE.
 MF1826
 MF1826                          STATION RECOVERY (1996)
 MF1826
 MF1826'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1826'MARK NOT FOUND.
 MF1826
 MF1826                          STATION RECOVERY (2001)
 MF1826
 MF1826'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1827 ***********************************************************************
 MF1827  DESIGNATION -  LA SALLE SOUTH BASE RM 4
 MF1827  PID         -  MF1827
 MF1827  STATE/COUNTY-  IL/LA SALLE
 MF1827  USGS QUAD   -  TROY GROVE (1993)
 MF1827
 MF1827                         *CURRENT SURVEY CONTROL
 MF1827  ___________________________________________________________________
 MF1827* NAD 83(1986)-  41 24 39.     (N)    089 06 58.     (W)     SCALED    
 MF1827* NAVD 88     -       202.41   (meters)     664.1    (feet)  RESET     
 MF1827  ___________________________________________________________________
 MF1827  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1827
 MF1827  VERT ORDER  -  THIRD
 MF1827
 MF1827.The horizontal coordinates were scaled from a topographic map and have
 MF1827.an estimated accuracy of +/- 6 seconds.
 MF1827
 MF1827.The orthometric height was computed from unverified reset data.
 MF1827.No vertical observational check was made to the station.
 MF1827
 MF1827.The geoid height was determined by GEOID03.
 MF1827
 MF1827;                    North         East    Units  Estimated Accuracy
 MF1827;SPC IL E     -   526,960.      234,550.      MT  (+/- 180 meters Scaled)
 MF1827
 MF1827                          SUPERSEDED SURVEY CONTROL
 MF1827
 MF1827  NGVD 29 (03/28/06)  202.46   (m)          664.2    (f) RESET       3  
 MF1827
 MF1827.Superseded values are not recommended for survey control.
 MF1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1827.See file dsdata.txt to determine how the superseded data were derived.
 MF1827
 MF1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL231865(NAD 83)
 MF1827_MARKER: DR = REFERENCE MARK DISK
 MF1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1827_SP_SET: CONCRETE POST
 MF1827_STAMPING: LASALLE SB 1930 NO. 4 1986
 MF1827_MARK LOGO: NGS   
 MF1827_PROJECTION: FLUSH
 MF1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1827+STABILITY: SURFACE MOTION
 MF1827
 MF1827  HISTORY     - Date     Condition        Report By
 MF1827  HISTORY     - 1986     MONUMENTED       NGS
 MF1827  HISTORY     - 19960510 MARK NOT FOUND   USPSQD
 MF1827
 MF1827                          STATION DESCRIPTION
 MF1827
 MF1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MF1827'9.2 KM (5.70 MI) NE FROM PERU.
 MF1827'FROM THE JUNCTION OF I-80 AND STATE HIGHWAY 251, ABOUT 2 MILES NORTH
 MF1827'OF PERU, GO NORTH ON HIGHWAY 251 FOR 5.2 KM (3.25 MI) TO A CROSSROAD,
 MF1827'COUNTY ROAD 33N, TURN RIGHT GOING EAST FOR 0.8 KM (0.50 MI) TO OLD
 MF1827'RAILROAD CROSSING AND STATION ON RIGHT JUST AFTER CROSSING TRACKS,
 MF1827'17.3 M (56.8 FT) EAST FROM THE CENTER OF THE FIELD ENTRANCE AND 11.5
 MF1827'M (37.7 FT) SOUTH FROM THE CENTER OF COUNTY ROAD 33N.
 MF1827
 MF1827                          STATION RECOVERY (1996)
 MF1827
 MF1827'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1637 ***********************************************************************
 MF1637  DESIGNATION -  LA SALLE SOUTH MUNICIPAL TANK
 MF1637  PID         -  MF1637
 MF1637  STATE/COUNTY-  IL/LA SALLE
 MF1637  USGS QUAD   -  LA SALLE (1993)
 MF1637
 MF1637                         *CURRENT SURVEY CONTROL
 MF1637  ___________________________________________________________________
 MF1637* NAD 83(1997)-  41 20 09.02487(N)    089 05 25.95805(W)     ADJUSTED  
 MF1637* NAVD 88     -                                                        
 MF1637  ___________________________________________________________________
 MF1637  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 MF1637  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1637
 MF1637  HORZ ORDER  -  THIRD
 MF1637
 MF1637.The horizontal coordinates were established by classical geodetic methods
 MF1637.and adjusted by the National Geodetic Survey in October 1999..
 MF1637
 MF1637
 MF1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1637
 MF1637.The geoid height was determined by GEOID03.
 MF1637
 MF1637;                    North         East     Units Scale Factor Converg.
 MF1637;SPC IL E     -   518,614.957   236,617.765   MT  1.00002442   -0 30 00.5
 MF1637;SPC IL E     - 1,701,489.24    776,303.45   sFT  1.00002442   -0 30 00.5
 MF1637;SPC IL W     -   518,879.509   790,074.049   MT  1.00004099   +0 42 38.9
 MF1637;SPC IL W     - 1,702,357.19  2,592,101.28   sFT  1.00004099   +0 42 38.9
 MF1637;UTM  16      - 4,578,147.855   325,072.486   MT  0.99997660   -1 22 51.9
 MF1637
 MF1637                          SUPERSEDED SURVEY CONTROL
 MF1637
 MF1637  NAD 83(1986)-  41 20 09.03113(N)    089 05 25.96619(W) AD(       ) 4
 MF1637  NAD 27      -  41 20 08.92400(N)    089 05 25.68100(W) AD(       ) 3
 MF1637
 MF1637.Superseded values are not recommended for survey control.
 MF1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1637.See file dsdata.txt to determine how the superseded data were derived.
 MF1637
 MF1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2507278148(NAD 83)
 MF1637_MARKER: 51 = TANK
 MF1637
 MF1637  HISTORY     - Date     Condition        Report By
 MF1637  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1637
 MF1637                          STATION DESCRIPTION
 MF1637
 MF1637'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0736 ***********************************************************************
 JB0736  DESIGNATION -  LACLEDE 2
 JB0736  PID         -  JB0736
 JB0736  STATE/COUNTY-  IL/FAYETTE
 JB0736  USGS QUAD   -  OSKALOOSA (1985)
 JB0736
 JB0736                         *CURRENT SURVEY CONTROL
 JB0736  ___________________________________________________________________
 JB0736* NAD 83(1997)-  38 52 11.46589(N)    088 44 27.59398(W)     ADJUSTED  
 JB0736* NAVD 88     -       176.21   (meters)     578.1    (feet)  RESET     
 JB0736  ___________________________________________________________________
 JB0736  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JB0736  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JB0736
 JB0736  HORZ ORDER  -  THIRD
 JB0736  VERT ORDER  -  THIRD
 JB0736
 JB0736.The horizontal coordinates were established by classical geodetic methods
 JB0736.and adjusted by the National Geodetic Survey in October 1999..
 JB0736.No horizontal observational check was made to the station.
 JB0736
 JB0736.The orthometric height was computed from unverified reset data.
 JB0736
 JB0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0736
 JB0736.The geoid height was determined by GEOID03.
 JB0736
 JB0736;                    North         East     Units Scale Factor Converg.
 JB0736;SPC IL E     -   244,609.067   264,621.664   MT  0.99999041   -0 15 21.0
 JB0736;SPC IL E     -   802,521.58    868,179.58   sFT  0.99999041   -0 15 21.0
 JB0736;UTM  16      - 4,303,774.344   348,963.120   MT  0.99988091   -1 05 34.0
 JB0736
 JB0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0736!SPC IL E     -   0.99997731  x   0.99999041  =   0.99996772
 JB0736!UTM  16      -   0.99997731  x   0.99988091  =   0.99985822
 JB0736
 JB0736:                Primary Azimuth Mark                     Grid Az
 JB0736:SPC IL E     -  LACLEDE AZ MK                            090 07 20.5
 JB0736:UTM  16      -  LACLEDE AZ MK                            090 57 33.5
 JB0736
 JB0736|---------------------------------------------------------------------|
 JB0736| PID    Reference Object                     Distance      Geod. Az  |
 JB0736|                                                           dddmmss.s |
 JB0736| CI4027 LACLEDE AZ MK                                      0895159.5 |
 JB0736| JB0737 LACLEDE 2 RM 3                       15.153 METERS 09705     |
 JB0736| JB1797 FARINA MUNICIPAL TANK               APPROX. 5.1 KM 2125453.0 |
 JB0736| JB0738 LACLEDE 2 RM 4                       10.504 METERS 23033     |
 JB0736| JB0734 LA CLEDE                              4.751 METERS 24028     |
 JB0736|---------------------------------------------------------------------|
 JB0736
 JB0736                          SUPERSEDED SURVEY CONTROL
 JB0736
 JB0736  NAD 83(1986)-  38 52 11.48113(N)    088 44 27.58970(W) AD(       ) 3
 JB0736  NAD 27      -  38 52 11.31643(N)    088 44 27.39587(W) AD(       ) 3
 JB0736  NGVD 29 (07/19/86)  176.31   (m)          578.4    (f) LEVELING    3  
 JB0736
 JB0736.Superseded values are not recommended for survey control.
 JB0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0736.See file dsdata.txt to determine how the superseded data were derived.
 JB0736
 JB0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ4896303774(NAD 83)
 JB0736_MARKER: DS = TRIANGULATION STATION DISK
 JB0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0736_STAMPING: LA CLEDE 2 1966
 JB0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0736
 JB0736  HISTORY     - Date     Condition        Report By
 JB0736  HISTORY     - 1966     MONUMENTED       CGS
 JB0736  HISTORY     - 1966     GOOD             CGS
 JB0736  HISTORY     - 1967     GOOD             CGS
 JB0736
 JB0736                          STATION DESCRIPTION
 JB0736
 JB0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JB0736'STATION IS ABOUT 1.5 MILES SOUTHWEST OF LA CLEDE, 2 MILES NORTHEAST
 JB0736'OF FARINA AND ON
 JB0736'PROPERTY OWNED BY MR C R SALZMAN.
 JB0736'
 JB0736'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 185
 JB0736'IN FARINA, GO
 JB0736'NORTH ON HIGHWAY 37 FOR 3.7 MILES TO A SIDE ROAD LEFT.
 JB0736'TURN LEFT ON THE PAVED ROAD AND
 JB0736'GO WEST FOR 0.4 MILE TO THE AZIMUTH
 JB0736'MARK ON THE LEFT.  CONTINUE WEST ON THE PAVED ROAD
 JB0736'FOR 0.4 MILE TO A
 JB0736'SMALL CONCRETE BRIDGE AND THE STATION ON THE RIGHT.
 JB0736'
 JB0736'STATION IS 57 FEET NORTHEAST OF THE INTERSECTION OF THE PAVED ROAD
 JB0736'AND A GRAVELED
 JB0736'ROAD NORTH, 49 FEET NORTHWEST OF A METAL WITNESS POST,
 JB0736'46 FEET EAST OF THE CENTERLINE OF
 JB0736'THE GRAVELED ROAD AND 32 FEET NORTH
 JB0736'OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT
 JB0736'IS 10 INCHES BELOW
 JB0736'THE SURFACE AND THE DISK IS STAMPED LA CLEDE NO 2 1966.
 JB0736'
 JB0736'REFERENCE MARK 3 IS 25 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD
 JB0736'AND 1 FOOT
 JB0736'NORTHEAST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 JB0736'WITH THE SURFACE AND THE DISK
 JB0736'IS STAMPED LA CLEDE NO 3 1966.
 JB0736'
 JB0736'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 JB0736'NORTHWEST
 JB0736'FOUNDATION OF THE CONCRETE BRIDGE.  IT IS 10 FEET NORTH OF
 JB0736'THE CENTER OF THE BRIDGE AND
 JB0736'PAVED ROAD AND 0.5 FOOT NORTH OF THE
 JB0736'NORTHWEST EDGE OF THE BRIDGE.  THE DISK IS
 JB0736'STAMPED LA CLEDE NO 4 1966.
 JB0736'
 JB0736'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5
 JB0736'FEET WEST OF A
 JB0736'POWER POLE AND 2 FEET WEST OF A METAL WITNESS POST.
 JB0736'THE MONUMENT IS FLUSH AND THE
 JB0736'DISK IS STAMPED LA CLEDE 1960.
 JB0736'
 JB0736'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JB0736
 JB0736                          STATION RECOVERY (1966)
 JB0736
 JB0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JB0736'1.5 MI SW FROM LA CLEDE.
 JB0736'ABOUT 1 MILE SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE ILLINOIS
 JB0736'CENTRAL RAILROAD STATION AT LA CLEDE, THENCE 0.75 MILE WEST
 JB0736'ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A GRAVEL ROAD NORTH,
 JB0736'57 FEET NORTHEAST OF THIS INTERSECTION, 49 FEET NORTHWEST OF A
 JB0736'METAL WITNESS POST, 46 FEET EAST OF THE CENTERLINE OF GRAVEL ROAD,
 JB0736'AND 32 FEET NORTH OF THE CENTERLINE OF PAVED ROAD.  THE MARK IS
 JB0736'10 INCHES BELOW THE SURFACE OF THE GROUND.
 JB0736
 JB0736                          STATION RECOVERY (1967)
 JB0736
 JB0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JB0736'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 JB0736'CONDITION.  THE
 JB0736'REFERENCE MARKS WERE FOUND TO BE STAMPED AS LA CLEDE
 JB0736'2 NO 3 1960 1966 AND LA CLEDE NO 4 1960 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0737 ***********************************************************************
 JB0737  DESIGNATION -  LACLEDE 2 RM 3
 JB0737  PID         -  JB0737
 JB0737  STATE/COUNTY-  IL/FAYETTE
 JB0737  USGS QUAD   -  OSKALOOSA (1985)
 JB0737
 JB0737                         *CURRENT SURVEY CONTROL
 JB0737  ___________________________________________________________________
 JB0737* NAD 83(1986)-  38 52 12.     (N)    088 44 27.     (W)     SCALED    
 JB0737* NAVD 88     -       176.43   (meters)     578.8    (feet)  RESET     
 JB0737  ___________________________________________________________________
 JB0737  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JB0737
 JB0737  VERT ORDER  -  THIRD
 JB0737
 JB0737.The horizontal coordinates were scaled from a topographic map and have
 JB0737.an estimated accuracy of +/- 6 seconds.
 JB0737
 JB0737.The orthometric height was computed from unverified reset data.
 JB0737
 JB0737.The geoid height was determined by GEOID03.
 JB0737
 JB0737;                    North         East    Units  Estimated Accuracy
 JB0737;SPC IL E     -   244,630.      264,640.      MT  (+/- 180 meters Scaled)
 JB0737
 JB0737                          SUPERSEDED SURVEY CONTROL
 JB0737
 JB0737.No superseded survey control is available for this station.
 JB0737
 JB0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ489037(NAD 83)
 JB0737_MARKER: DR = REFERENCE MARK DISK
 JB0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0737_STAMPING: LA CLEDE 2 NO 3 1966
 JB0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0737+STABILITY: SURFACE MOTION
 JB0737
 JB0737  HISTORY     - Date     Condition        Report By
 JB0737  HISTORY     - 1966     MONUMENTED       CGS
 JB0737  HISTORY     - 1967     GOOD             NGS
 JB0737
 JB0737                          STATION DESCRIPTION
 JB0737
 JB0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JB0737'1.5 MI SW FROM LA CLEDE.
 JB0737'ABOUT 1 MILE SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE ILLINOIS
 JB0737'CENTRAL RAILROAD STATION AT LA CLEDE, THENCE 0.75 MILE WEST
 JB0737'ALONG AN ASPHALT ROAD TO THE MARK ON THE RIGHT.  IT IS 25 FEET
 JB0737'NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTHEAST OF A
 JB0737'METAL WITNESS POST.  THE MONUMENT IS FLUSH WITH THE SURFACE OF
 JB0737'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0738 ***********************************************************************
 JB0738  DESIGNATION -  LACLEDE 2 RM 4
 JB0738  PID         -  JB0738
 JB0738  STATE/COUNTY-  IL/FAYETTE
 JB0738  USGS QUAD   -  OSKALOOSA (1985)
 JB0738
 JB0738                         *CURRENT SURVEY CONTROL
 JB0738  ___________________________________________________________________
 JB0738* NAD 83(1986)-  38 52 12.     (N)    088 44 27.     (W)     SCALED    
 JB0738* NAVD 88     -       176.77   (meters)     580.0    (feet)  RESET     
 JB0738  ___________________________________________________________________
 JB0738  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JB0738
 JB0738  VERT ORDER  -  THIRD
 JB0738
 JB0738.The horizontal coordinates were scaled from a topographic map and have
 JB0738.an estimated accuracy of +/- 6 seconds.
 JB0738
 JB0738.The orthometric height was computed from unverified reset data.
 JB0738
 JB0738.The geoid height was determined by GEOID03.
 JB0738
 JB0738;                    North         East    Units  Estimated Accuracy
 JB0738;SPC IL E     -   244,630.      264,640.      MT  (+/- 180 meters Scaled)
 JB0738
 JB0738                          SUPERSEDED SURVEY CONTROL
 JB0738
 JB0738.No superseded survey control is available for this station.
 JB0738
 JB0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ489037(NAD 83)
 JB0738_MARKER: DR = REFERENCE MARK DISK
 JB0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0738_SP_SET: BRIDGE
 JB0738_STAMPING: LACLEDE 2 NO 4 1966
 JB0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0738
 JB0738  HISTORY     - Date     Condition        Report By
 JB0738  HISTORY     - 1966     MONUMENTED       CGS
 JB0738  HISTORY     - 1967     GOOD             NGS
 JB0738
 JB0738                          STATION DESCRIPTION
 JB0738
 JB0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JB0738'1.5 MI SW FROM LA CLEDE.
 JB0738'ABOUT 1 MILE SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE ILLINOIS
 JB0738'CENTRAL RAILROAD STATION AT LA CLEDE, THENCE 0.75 MILE WEST
 JB0738'ALONG AN ASPHALT ROAD TO THE MARK ON THE RIGHT.  IT IS SET IN
 JB0738'A DRILL HOLE IN THE NORTHWEST FOUNDATION OF A CONCRETE BRIDGE,
 JB0738'10 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 1/2 FOOT
 JB0738'NORTH OF THE NORTHWEST EDGE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1794 ***********************************************************************
 MF1794  CBN         -  This is a Cooperative Base Network Control Station.
 MF1794  PACS        -  This is a Primary Airport Control Station.
 MF1794  DESIGNATION -  LACPORT
 MF1794  PID         -  MF1794
 MF1794  STATE/COUNTY-  IL/MARSHALL
 MF1794  USGS QUAD   -  LACON (1972)
 MF1794
 MF1794                         *CURRENT SURVEY CONTROL
 MF1794  ___________________________________________________________________
 MF1794* NAD 83(1997)-  41 01 00.05975(N)    089 22 56.88628(W)     ADJUSTED  
 MF1794* NAVD 88     -       172.33   (meters)     565.4    (feet)  GPS OBS   
 MF1794  ___________________________________________________________________
 MF1794  X           -      51,943.160 (meters)                     COMP
 MF1794  Y           -  -4,819,200.566 (meters)                     COMP
 MF1794  Z           -   4,163,912.799 (meters)                     COMP
 MF1794  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 MF1794  ELLIP HEIGHT-         139.41  (meters)          (10/15/04) GPS OBS
 MF1794  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1794
 MF1794  HORZ ORDER  -  B
 MF1794  ELLP ORDER  -  FOURTH    CLASS II
 MF1794
 MF1794.This mark is at Marshall County Airport (C75)
 MF1794
 MF1794.The horizontal coordinates were established by GPS observations
 MF1794.and adjusted by the National Geodetic Survey in July 1998..
 MF1794
 MF1794.The orthometric height was determined by GPS observations and a
 MF1794.high-resolution geoid model.
 MF1794
 MF1794.GPS derived orthometric heights for airport stations designated as
 MF1794.PACS or SACS are published to 2 decimal places.  This maintains
 MF1794.centimeter relative accuracy between the PACS and SACS.  It does
 MF1794.not indicate centimeter accuracy relative to other marks which are
 MF1794.part of the NAVD 88 network.
 MF1794
 MF1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1794
 MF1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1794
 MF1794.The ellipsoidal height was determined by GPS observations
 MF1794.and is referenced to NAD 83.
 MF1794
 MF1794.The geoid height was determined by GEOID03.
 MF1794
 MF1794;                    North         East     Units Scale Factor Converg.
 MF1794;SPC IL W     -   483,174.404   765,958.436   MT  0.99999470   +0 30 52.8
 MF1794;SPC IL W     - 1,585,214.69  2,512,981.97   sFT  0.99999470   +0 30 52.8
 MF1794;UTM  16      - 4,543,343.306   299,673.177   MT  1.00009394   -1 33 50.7
 MF1794
 MF1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1794!SPC IL W     -   0.99997813  x   0.99999470  =   0.99997283
 MF1794!UTM  16      -   0.99997813  x   1.00009394  =   1.00007207
 MF1794
 MF1794:                Primary Azimuth Mark                     Grid Az
 MF1794:SPC IL W     -  LACPORT AZ MK                            307 38 09.2
 MF1794:UTM  16      -  LACPORT AZ MK                            309 42 52.7
 MF1794
 MF1794|---------------------------------------------------------------------|
 MF1794| PID    Reference Object                     Distance      Geod. Az  |
 MF1794|                                                           dddmmss.s |
 MF1794| MF1795 LACPORT AZ MK                       APPROX. 0.9 KM 3080902.0 |
 MF1794|---------------------------------------------------------------------|
 MF1794
 MF1794                          SUPERSEDED SURVEY CONTROL
 MF1794
 MF1794  ELLIP H (07/17/98)  139.43   (m)                       GP(       ) 4 1
 MF1794  NAD 83(1986)-  41 01 00.06772(N)    089 22 56.89003(W) AD(       ) 1
 MF1794  NGVD 29 (06/25/91)  172.3    (m)          565.     (f) GPS OBS        
 MF1794
 MF1794.Superseded values are not recommended for survey control.
 MF1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1794.See file dsdata.txt to determine how the superseded data were derived.
 MF1794
 MF1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9967343343(NAD 83)
 MF1794_MARKER: I = METAL ROD
 MF1794_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1794_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1794_STAMPING: LACPORT 1990
 MF1794_MARK LOGO: NGS   
 MF1794_PROJECTION: FLUSH
 MF1794_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1794+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 MF1794_ROD/PIPE-DEPTH: 9.70 meters
 MF1794_SLEEVE-DEPTH  : 1.00 meters
 MF1794
 MF1794  HISTORY     - Date     Condition        Report By
 MF1794  HISTORY     - 1990     MONUMENTED       NGS
 MF1794  HISTORY     - 19970430 GOOD             NGS
 MF1794  HISTORY     - 19981107 GOOD             USPSQD
 MF1794  HISTORY     - 200205   GOOD             ASCPC
 MF1794
 MF1794                          STATION DESCRIPTION
 MF1794
 MF1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1794'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) EAST OF LACON, AT THE
 MF1794'MARSHALL COUNTY AIRPORT, AT THE EAST CORNER OF RUNWAY 13-31, IN THE
 MF1794'CENTER OF SECTION 31, T 30 N, R 2 W.  OWNERSHIP--MARSHALL COUNTY,
 MF1794'P.O. BOX 69, LACON, IL 61540.  AIRPORT MANAGER IS RAY GEPFORD, PHONE
 MF1794'309-246-2870.
 MF1794'TO REACH FROM THE EAST END OF THE HIGHWAY 17 BRIDGE OVER THE ILLINOIS
 MF1794'RIVER AT LACON, GO EAST ON STATE HIGHWAY 17 FOR  0.55 KM (0.34 MI) TO
 MF1794'ITS JUNCTION WITH STATE HIGHWAY 26 IN TOWN.  CONTINUE EAST ON HIGHWAY
 MF1794'17 FOR 1.75 KM (1.09 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 MF1794'RIGHT, SOUTH, ON PAVED ROAD FOR 0.10 KM (0.06 MI) TO THE GATE AT THE
 MF1794'AIRPORT BEACON.  PASS THROUGH GATE, THEN TURN LEFT, EAST, BETWEEN
 MF1794'HANGARS ON APRON FOR 0.06 KM (0.04 MI) TO THE END OF HANGARS.  TURN
 MF1794'RIGHT, SOUTH, ON APRON FOR 0.12 KM (0.07 MI) TO THE RAMP AT THE
 MF1794'SOUTHWEST CORNER OF THE APRON.  BEAR RIGHT, SOUTHWEST, ON THE RAMP
 MF1794'FOR 0.20 KM (0.12 MI) TO RUNWAY 13-31.  TURN LEFT, SOUTHEAST
 MF1794'ALONGSIDE THE RUNWAY FOR 0.29 KM (0.18 MI) TO THE JUNCTION OF
 MF1794'RUNWAYS.  CONTINUE AHEAD, SOUTHEAST ALONGSIDE NORTH SIDE OF RUNWAY
 MF1794'13-31 FOR 0.32 KM (0.20 MI) TO THE TURN-AROUND AND THE STATION.
 MF1794'THE STATION IS LOCATED 38.4 M (126.0 FT) EAST-SOUTHEAST FROM THE FIRST
 MF1794'RUNWAY LIGHT NORTHWEST FROM THE SOUTHEAST END OF RUNWAY, 26.7 M
 MF1794'(87.6 FT) NORTHEAST FROM THE CENTER OF THE RUNWAY, 19.9 M (65.3 FT)
 MF1794'WEST-SOUTHWEST FROM THE WEST CORNER OF THE ASPHALT TURN-AROUND, AND
 MF1794'6.1 M (20.0 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE TURN-AROUND.
 MF1794'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1794
 MF1794                          STATION RECOVERY (1997)
 MF1794
 MF1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 MF1794'NOTE--THIS IS THE PAC STATION.  THE STATION IS LOCATED ABOUT 35 KM
 MF1794'(21.75 MI) NORTHEAST OF PEORIA, 6 KM (3.70 MI) SOUTHEAST OF THE
 MF1794'ILLINOIS RIVER, 2 KM (1.25 MI) EAST OF LACON, AT THE MARSHALL COUNTY
 MF1794'AIRPORT, IN GRASS NEAR RUNWAY END 31, AND ALONG THE NORTHWEST SIDE OF
 MF1794'THE RUNUP RAMP FOR THE RUNWAY END.  OWNERSHIP--MARSHALL COUNTY, P.O.
 MF1794'BOX 38, LACON, IL 61540.  AIRPORT MANAGER IS NEIL POBANZ.  PHONE
 MF1794'309-246-2870.  CALL AHEAD FOR ACCESS THROUGH THE LOCKED GATE.  TO
 MF1794'REACH FROM THE EAST END OF THE BRIDGE OVER THE ILLINOIS RIVER ON STATE
 MF1794'HIGHWAY 17 IN LACON, GO EAST ON HIGHWAY 17 FOR 0.55 KM (0.35 MI) TO
 MF1794'THE JUNCTION OF STATE HIGHWAY 26 IN LACON.  CONTINUE AHEAD, EAST, ON
 MF1794'HIGHWAY 17 FOR 1.75 KM (1.10 MI) TO THE PAVED AIRPORT ENTRANCE ROAD ON
 MF1794'THE RIGHT.  TURN RIGHT, SOUTH, ON THE ROAD FOR 0.10 KM (0.05 MI) TO
 MF1794'THE GATE AT THE AIRPORT BEACON.  PASS THROUGH THE GATE, THEN TURN
 MF1794'LEFT, EAST, BETWEEN HANGARS FOR 0.06 KM (0.05 MI) TO THE APRON.  TURN
 MF1794'RIGHT, SOUTH, ACROSS THE APRON FOR 0.12 TO A TAXI ON THE RIGHT AT THE
 MF1794'SOUTHWEST CORNER OF THE APRON.  TURN RIGHT, SOUTHWEST, ALONG THE TAXI
 MF1794'FOR 0.21 KM (0.15 MI) TO THE JUNCTION OF RUNWAY 13-31.  TURN LEFT,
 MF1794'SOUTHEAST, ALONG THE RUNWAY FOR 0.29 KM (0.20 MI) TO THE JUNCTION OF
 MF1794'RUNWAY 18-36.  CONTINUE AHEAD, CROSSING RUNWAY 18-36 AND ALONG RUNWAY
 MF1794'13-31 FOR 0.32 KM (0.20 MI) TO THE RUNUP RAMP FOR THE RUNWAY END AND
 MF1794'THE STATION.  THE STATION IS A CENTER PUNCH ON THE TOP OF A STAINLESS
 MF1794'STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A
 MF1794'12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 MF1794'THE GROUND.  IT IS 38.3 M (125.7 FT) EAST-SOUTHEAST OF THE FIRST
 MF1794'RUNWAY LIGHT NORTHWEST OF THE RUNWAY END, 26.7 M (87.6 FT) NORTHEAST
 MF1794'OF THE RUNWAY CENTER, 19.9 M (65.3 FT) WEST-NORTHWEST OF THE NORTH
 MF1794'CORNER OF THE RUNUP RAMP, 12.7 M (41.7 FT) SOUTHWEST OF THE EXTENDED
 MF1794'CENTER OF THE STOP LINE, 6.1 M (20.0 FT) NORTHWEST OF THE NORTHWEST
 MF1794'EDGE OF THE RUNUP RAMP, AND 3.5 M (11.5 FT) NORTH OF THE NORTH LEG OF
 MF1794'A SIGN--ELEVATION 568.
 MF1794
 MF1794                          STATION RECOVERY (1998)
 MF1794
 MF1794'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1794'RECOVERED IN GOOD CONDITION.
 MF1794
 MF1794                          STATION RECOVERY (2002)
 MF1794
 MF1794'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1794'RECOVERED AS DESCRIBED
 MF1794' 
 MF1794'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1795 ***********************************************************************
 MF1795  DESIGNATION -  LACPORT AZ MK
 MF1795  PID         -  MF1795
 MF1795  STATE/COUNTY-  IL/MARSHALL
 MF1795  USGS QUAD   -  LACON (1972)
 MF1795
 MF1795                         *CURRENT SURVEY CONTROL
 MF1795  ___________________________________________________________________
 MF1795* NAD 83(1997)-  41 01 18.57866(N)    089 23 28.01658(W)     ADJUSTED  
 MF1795* NAVD 88     -       163.5    (meters)     536.     (feet)  VERTCON   
 MF1795  ___________________________________________________________________
 MF1795  X           -      51,211.771 (meters)                     COMP
 MF1795  Y           -  -4,818,826.795 (meters)                     COMP
 MF1795  Z           -   4,164,338.063 (meters)                     COMP
 MF1795  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 MF1795  ELLIP HEIGHT-         130.62  (meters)          (10/21/99) GPS OBS
 MF1795  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF1795
 MF1795  HORZ ORDER  -  FIRST
 MF1795  ELLP ORDER  -  FOURTH    CLASS I
 MF1795
 MF1795.This mark is at Marshall County Airport (C75)
 MF1795
 MF1795.The horizontal coordinates were established by GPS observations
 MF1795.and adjusted by the National Geodetic Survey in October 1999..
 MF1795
 MF1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1795
 MF1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1795
 MF1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1795
 MF1795.The ellipsoidal height was determined by GPS observations
 MF1795.and is referenced to NAD 83.
 MF1795
 MF1795.The geoid height was determined by GEOID03.
 MF1795
 MF1795;                    North         East     Units Scale Factor Converg.
 MF1795;SPC IL W     -   483,739.159   765,226.035   MT  0.99999352   +0 30 32.6
 MF1795;SPC IL W     - 1,587,067.56  2,510,579.08   sFT  0.99999352   +0 30 32.6
 MF1795;UTM  16      - 4,543,934.317   298,961.672   MT  1.00009746   -1 34 11.7
 MF1795
 MF1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1795!SPC IL W     -   0.99997951  x   0.99999352  =   0.99997303
 MF1795!UTM  16      -   0.99997951  x   1.00009746  =   1.00007697
 MF1795
 MF1795:                Primary Azimuth Mark                     Grid Az
 MF1795:SPC IL W     -  LACPORT                                  127 38 08.9
 MF1795:UTM  16      -  LACPORT                                  129 42 53.2
 MF1795
 MF1795|---------------------------------------------------------------------|
 MF1795| PID    Reference Object                     Distance      Geod. Az  |
 MF1795|                                                           dddmmss.s |
 MF1795| MF1794 LACPORT                             APPROX. 0.9 KM 1280841.5 |
 MF1795|---------------------------------------------------------------------|
 MF1795
 MF1795                          SUPERSEDED SURVEY CONTROL
 MF1795
 MF1795  NAD 83(1986)-  41 01 18.58664(N)    089 23 28.02034(W) AD(       ) 1
 MF1795  NGVD 29 (06/25/91)  163.6    (m)          537.     (f) GPS OBS        
 MF1795
 MF1795.Superseded values are not recommended for survey control.
 MF1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1795.See file dsdata.txt to determine how the superseded data were derived.
 MF1795
 MF1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9896243934(NAD 83)
 MF1795_MARKER: I = METAL ROD
 MF1795_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MF1795_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MF1795_STAMPING: LACPORT AZ MK 1990
 MF1795_MARK LOGO: NGS   
 MF1795_PROJECTION: FLUSH
 MF1795_MAGNETIC: I = MARKER IS A STEEL ROD
 MF1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1795+SATELLITE: SATELLITE OBSERVATIONS - 1990
 MF1795_ROD/PIPE-DEPTH: 16.9 meters
 MF1795_SLEEVE-DEPTH  : 1.0 meters
 MF1795
 MF1795  HISTORY     - Date     Condition        Report By
 MF1795  HISTORY     - 1990     MONUMENTED       NGS
 MF1795  HISTORY     - 19981107 GOOD             USPSQD
 MF1795
 MF1795                          STATION DESCRIPTION
 MF1795
 MF1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MF1795'STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) EAST OF LACON, AT THE
 MF1795'MARSHALL COUNTY AIRPORT, AT THE NORTH CORNER OF RUNWAY 13-31, IN THE
 MF1795'NORTHEAST CORNER OF SECTION 31, T 30 N, R 2 W. OWNERSHIP--MARSHALL
 MF1795'COUNTY, P.O. BOX 69, LACON, IL 61540. AIRPORT MANAGER IS RAY GEPFORD,
 MF1795'PHONE 309-246-2870.
 MF1795'TO REACH FROM THE EAST END OF THE HIGHWAY 17 BRIDGE OVER THE ILLINOIS
 MF1795'RIVER AT LACON, GO EAST ON STATE HIGHWAY 17 FOR  0.55 KM (0.34 MI) TO
 MF1795'ITS JUNCTION WITH STATE HIGHWAY 26 IN TOWN.  CONTINUE EAST ON HIGHWAY
 MF1795'17 FOR 1.75 KM (1.09 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 MF1795'RIGHT, SOUTH, ON PAVED ROAD FOR 0.10 KM (0.06 MI) TO THE GATE AT THE
 MF1795'AIRPORT BEACON.  PASS THROUGH GATE, THEN TURN LEFT, EAST, BETWEEN
 MF1795'HANGARS ON APRON FOR 0.06 KM (0.04 MI) TO END OF HANGARS.  TURN
 MF1795'RIGHT, SOUTH, ON APRON FOR 0.12 KM (0.07 MI) TO THE RAMP AT THE
 MF1795'SOUTHWEST CORNER OF THE APRON. BEAR RIGHT, SOUTHWEST ON RAMP FOR 0.20
 MF1795'KM (0.12 MI) TO RUNWAY 13-31.  TURN RIGHT, NORTHWEST ALONGSIDE RUNWAY
 MF1795'FOR 0.32 KM (0.20 MI) TO THE TURN-AROUND AND THE STATION.
 MF1795'THE STATION IS LOCATED 26.7 M (87.6 FT) NORTHEAST FROM THE CENTER OF
 MF1795'THE RUNWAY, 26.1 M (85.6 FT) NORTH FROM THE FIRST RUNWAY LIGHT
 MF1795'SOUTHEAST OF THE NORTHWEST END OF THE RUNWAY, 23.8 M (78.1 FT)
 MF1795'SOUTH-SOUTHWEST FROM THE EAST CORNER OF THE ASPHALT TURN-AROUND, AND
 MF1795'13.9 M (45.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 MF1795'TURN-AROUND.
 MF1795'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MF1795
 MF1795                          STATION RECOVERY (1998)
 MF1795
 MF1795'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0916 ***********************************************************************
 MF0916  DESIGNATION -  LADD
 MF0916  PID         -  MF0916
 MF0916  STATE/COUNTY-  IL/BUREAU
 MF0916  USGS QUAD   -  SPRING VALLEY (1979)
 MF0916
 MF0916                         *CURRENT SURVEY CONTROL
 MF0916  ___________________________________________________________________
 MF0916* NAD 83(1986)-  41 21 52.     (N)    089 13 28.     (W)     SCALED    
 MF0916* NAVD 88     -       202.682  (meters)     664.97   (feet)  ADJUSTED  
 MF0916  ___________________________________________________________________
 MF0916  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF0916  DYNAMIC HT  -         202.602 (meters)     664.70  (feet)  COMP
 MF0916  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 MF0916
 MF0916  VERT ORDER  -  SECOND    CLASS 0
 MF0916
 MF0916.The horizontal coordinates were scaled from a topographic map and have
 MF0916.an estimated accuracy of +/- 6 seconds.
 MF0916
 MF0916.The orthometric height was determined by differential leveling
 MF0916.and adjusted by the National Geodetic Survey in June 1991..
 MF0916
 MF0916.The geoid height was determined by GEOID03.
 MF0916
 MF0916.The dynamic height is computed by dividing the NAVD 88
 MF0916.geopotential number by the normal gravity value computed on the
 MF0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0916.degrees latitude (g = 980.6199 gals.).
 MF0916
 MF0916.The modeled gravity was interpolated from observed gravity values.
 MF0916
 MF0916;                    North         East    Units  Estimated Accuracy
 MF0916;SPC IL W     -   521,930.      778,830.      MT  (+/- 180 meters Scaled)
 MF0916
 MF0916                          SUPERSEDED SURVEY CONTROL
 MF0916
 MF0916  NGVD 29 (??/??/92)  202.760  (m)          665.22   (f) ADJ UNCH    2 0
 MF0916
 MF0916.Superseded values are not recommended for survey control.
 MF0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0916.See file dsdata.txt to determine how the superseded data were derived.
 MF0916
 MF0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL139816(NAD 83)
 MF0916_MARKER: DS = TRIANGULATION STATION DISK
 MF0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0916_STAMPING: LADD 1959
 MF0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0916+STABILITY: SURFACE MOTION
 MF0916
 MF0916  HISTORY     - Date     Condition        Report By
 MF0916  HISTORY     - 1959     MONUMENTED       CGS
 MF0916  HISTORY     - 1959     GOOD             CGS
 MF0916  HISTORY     - 19960401 MARK NOT FOUND   USPSQD
 MF0916  HISTORY     - 20010606 POOR             USPSQD
 MF0916  HISTORY     - 20050707 POOR             USPSQD
 MF0916
 MF0916                          STATION DESCRIPTION
 MF0916
 MF0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF0916'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF SEATONVILLE
 MF0916'AND 1 MILE SOUTH-SOUTHWEST OF LADD.
 MF0916'
 MF0916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 MF0916'AND STATE HIGHWAY 89, ABOUT 1 MILE SOUTH OF LADD, GO WEST ON
 MF0916'U.S. HIGHWAY 6 FOR 0.3 MILE TO A DRIVEWAY AND THE STATION
 MF0916'ON THE RIGHT.
 MF0916'
 MF0916'STATION MARK, A STANDARD DISK STAMPED LADD 1959, IS SET IN
 MF0916'A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  THE
 MF0916'MARK IS 39 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 6, 15.5
 MF0916'FEET WEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY, 12.5 FEET
 MF0916'SOUTH OF A WOODEN FENCE AND 9.5 FEET EAST OF THE MOST EASTERLY
 MF0916'ONE OF A ROW OF FOUR TREES.
 MF0916'
 MF0916'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED LADD NO. 1 1959,
 MF0916'IS SET IN A 10 SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 MF0916'THE MARK IS 48.5 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 MF0916'6, 26 FEET EAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY
 MF0916'AND 2 FEET SOUTH OF A FENCE LINE.
 MF0916'
 MF0916'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED LADD NO. 2
 MF0916'1959, IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MF0916'3 INCHES.  THE MARK IS 51.5 FEET WEST OF THE APPROXIMATE
 MF0916'CENTER OF THE DRIVEWAY, 49.5 FEET NORTH OF THE CENTER LINE
 MF0916'OF U.S. HIGHWAY 6 AND 1 FOOT SOUTH OF A WOODEN FENCE.
 MF0916'
 MF0916'AZIMUTH MARK, A STANDARD DISK STAMPED LADD 1959, IS SET IN A
 MF0916'10 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  THE
 MF0916'MARK IS 48.6 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 MF0916'6, 10 FEET SOUTHWEST OF A 12 INCH TREE AND 2 FEET NORTH OF
 MF0916'A WITNESS POST AND THE RIGHT-OF-WAY FENCE LINE.
 MF0916'
 MF0916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 MF0916'HIGHWAY 6 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MF0916
 MF0916                          STATION RECOVERY (1959)
 MF0916
 MF0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MF0916'3.4 MI W FROM SPRING VALLEY.
 MF0916'ABOUT 3.4 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF0916'STATE HIGHWAY 89 AT SPRING VALLEY, ABOUT 0.3 MILES WEST OF THE
 MF0916'JUNCTION OF STATE HIGHWAY 89 NORTH, AT THE JUNCTION OF A DRIVEWAY
 MF0916'NORTH TO A FARM HOUSE, 39 FEET NORTH OF THE CENTER LINE OF THE
 MF0916'HIGHWAY, 14 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 12 FEET
 MF0916'SOUTH OF A BOARD FENCE, 86.5 FEET SOUTHWEST OF POWER POLE 65180,
 MF0916'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 MF0916'CONCRETE POST PROJECTING 2 INCHES.
 MF0916
 MF0916                          STATION RECOVERY (1996)
 MF0916
 MF0916'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0916'MARK NOT FOUND.
 MF0916
 MF0916                          STATION RECOVERY (2001)
 MF0916
 MF0916'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0916'LADD POST AND PIN FOUND, DISK MISSING. RM 1 AND 2 NOT FOUND. AZ
 MF0916'LOCATED IN GOOD CONDITION.
 MF0916
 MF0916                          STATION RECOVERY (2005)
 MF0916
 MF0916'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MF0916'DISK MISSING. RM 3 AND THE AZIMUTH WERE FOUND IN GOOD CONDITION. RM
 MF0916'1 AND 2 WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1650 ***********************************************************************
 MF1650  DESIGNATION -  LADD MUNICIPAL TANK
 MF1650  PID         -  MF1650
 MF1650  STATE/COUNTY-  IL/BUREAU
 MF1650  USGS QUAD   -  LADD (1966)
 MF1650
 MF1650                         *CURRENT SURVEY CONTROL
 MF1650  ___________________________________________________________________
 MF1650* NAD 83(1997)-  41 22 57.88792(N)    089 13 03.13125(W)     ADJUSTED  
 MF1650* NAVD 88     -                                                        
 MF1650  ___________________________________________________________________
 MF1650  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 MF1650  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1650
 MF1650  HORZ ORDER  -  THIRD
 MF1650
 MF1650.The horizontal coordinates were established by classical geodetic methods
 MF1650.and adjusted by the National Geodetic Survey in October 1999..
 MF1650
 MF1650
 MF1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1650
 MF1650.The geoid height was determined by GEOID03.
 MF1650
 MF1650;                    North         East     Units Scale Factor Converg.
 MF1650;SPC IL W     -   523,964.667   779,387.307   MT  1.00001871   +0 37 39.0
 MF1650;SPC IL W     - 1,719,040.74  2,557,039.86   sFT  1.00001871   +0 37 39.0
 MF1650;SPC IL E     -   523,924.945   226,040.890   MT  1.00004229   -0 35 04.4
 MF1650;SPC IL E     - 1,718,910.42    741,602.49   sFT  1.00004229   -0 35 04.4
 MF1650;UTM  16      - 4,583,619.733   314,578.897   MT  1.00002313   -1 27 59.0
 MF1650
 MF1650                          SUPERSEDED SURVEY CONTROL
 MF1650
 MF1650  NAD 83(1986)-  41 22 57.89540(N)    089 13 03.13797(W) AD(       ) 4
 MF1650  NAD 27      -  41 22 57.77000(N)    089 13 02.82500(W) AD(       ) 3
 MF1650
 MF1650.Superseded values are not recommended for survey control.
 MF1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1650.See file dsdata.txt to determine how the superseded data were derived.
 MF1650
 MF1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1457983620(NAD 83)
 MF1650_MARKER: 51 = TANK
 MF1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1650+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 MF1650
 MF1650  HISTORY     - Date     Condition        Report By
 MF1650  HISTORY     - 1930     FIRST OBSERVED   CGS
 MF1650  HISTORY     - 1954     GOOD             CGS
 MF1650  HISTORY     - 1959     GOOD             CGS
 MF1650  HISTORY     - 19960401 GOOD             USPSQD
 MF1650  HISTORY     - 20010606 GOOD             USPSQD
 MF1650  HISTORY     - 20050705 GOOD             USPSQD
 MF1650
 MF1650                          STATION DESCRIPTION
 MF1650
 MF1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1650'STATION WAS ESTABLISHED BUT NOT DESCRIBED IN 1930.
 MF1650'
 MF1650'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE WATER
 MF1650'TANK LOCATED 1 BLOCK EAST OF STATE HIGHWAY 89 IN THE VILLAGE
 MF1650'OF LADD.  IT IS A TALL SLENDER STEEL TANK, WITH A FLAT CONICAL
 MF1650'ROOF AND A DEEP OVAL BOTTOM, ATOP A 4 LEGGED STEEL TRUSSWORK
 MF1650'STRUCTURE.  THE TANK IS PAINTED SILVER AND HAS THE LEGEND LADD
 MF1650'PAINTED IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES.  THE
 MF1650'TOTAL HEIGHT IS 135 FEET.
 MF1650
 MF1650                          STATION RECOVERY (1959)
 MF1650
 MF1650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1650'STATION WAS ESTABLISHED BUT NOT DESCRIBED IN 1930.
 MF1650'
 MF1650'THE STATION IS LOCATED IN THE EAST-CENTRAL PART OF LADD.
 MF1650'
 MF1650'THE STATION IS THE BALL AT THE APEX OF THE WATER TANK.  THE TANK
 MF1650'IS A TALL SLENDER TANK WITH A FLAT CONICAL ROOF AND A DEEP
 MF1650'OVAL BOTTOM.  THE TANK IS SET ON FOUR STEEL TRUSSWORK LEGS AND
 MF1650'IS 110 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED SILVER.
 MF1650'
 MF1650'NOTE--A NEW TOP WAS PUT ON THIS TANK IN 1958 SO A SLIGHT
 MF1650'DIFFERENCE MAY BE FOUND IN ANY NEW AZIMUTHS.
 MF1650
 MF1650                          STATION RECOVERY (1996)
 MF1650
 MF1650'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1650'RECOVERED IN GOOD CONDITION.
 MF1650
 MF1650                          STATION RECOVERY (2001)
 MF1650
 MF1650'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1650'RECOVERED IN GOOD CONDITION.
 MF1650
 MF1650                          STATION RECOVERY (2005)
 MF1650
 MF1650'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1824 ***********************************************************************
 MF1824  DESIGNATION -  LADD RESET
 MF1824  PID         -  MF1824
 MF1824  STATE/COUNTY-  IL/BUREAU
 MF1824  USGS QUAD   -  SPRING VALLEY (1979)
 MF1824
 MF1824                         *CURRENT SURVEY CONTROL
 MF1824  ___________________________________________________________________
 MF1824* NAD 83(1997)-  41 21 51.77496(N)    089 13 28.00576(W)     ADJUSTED  
 MF1824* NAVD 88     -       202.61   (meters)     664.7    (feet)  RESET     
 MF1824  ___________________________________________________________________
 MF1824  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 MF1824  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1824
 MF1824  HORZ ORDER  -  SECOND
 MF1824  VERT ORDER  -  THIRD
 MF1824
 MF1824.The horizontal coordinates were established by classical geodetic methods
 MF1824.and adjusted by the National Geodetic Survey in October 1999..
 MF1824
 MF1824.The orthometric height was computed from unverified reset data.
 MF1824.No vertical observational check was made to the station.
 MF1824
 MF1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1824
 MF1824.The geoid height was determined by GEOID03.
 MF1824
 MF1824;                    North         East     Units Scale Factor Converg.
 MF1824;SPC IL W     -   521,918.839   778,831.539   MT  1.00001763   +0 37 21.7
 MF1824;SPC IL W     - 1,712,328.72  2,555,216.47   sFT  1.00001763   +0 37 21.7
 MF1824;UTM  16      - 4,581,595.560   313,948.760   MT  1.00002601   -1 28 13.6
 MF1824
 MF1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1824!SPC IL W     -   0.99997340  x   1.00001763  =   0.99999103
 MF1824!UTM  16      -   0.99997340  x   1.00002601  =   0.99999941
 MF1824
 MF1824:                Primary Azimuth Mark                     Grid Az
 MF1824:SPC IL W     -  LADD MUNICIPAL TANK                      015 11 53.8
 MF1824:UTM  16      -  LADD MUNICIPAL TANK                      017 17 29.1
 MF1824
 MF1824|---------------------------------------------------------------------|
 MF1824| PID    Reference Object                     Distance      Geod. Az  |
 MF1824|                                                           dddmmss.s |
 MF1824| MF1650 LADD MUNICIPAL TANK                 APPROX. 2.1 KM 0154915.5 |
 MF1824| MF0917 LADD RM 1                            12.957 METERS 07728     |
 MF1824| MF0918 LADD AZ                                            0940833.6 |
 MF1824| MF1642 PERU ST BEDE JR COLL WTR TK         APPROX. 6.7 KM 1352014.0 |
 MF1824| MF1645 SPRING VALLEY BASSICK CO TANK       APPROX. 4.1 KM 1613049.4 |
 MF1824| MF0915 LADD RM 2                            11.748 METERS 28607     |
 MF1824|---------------------------------------------------------------------|
 MF1824
 MF1824                          SUPERSEDED SURVEY CONTROL
 MF1824
 MF1824  NAD 83(1986)-  41 21 51.78289(N)    089 13 28.01310(W) AD(       ) 2
 MF1824  NGVD 29 (03/28/06)  202.69   (m)          665.0    (f) RESET       3  
 MF1824
 MF1824.Superseded values are not recommended for survey control.
 MF1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1824.See file dsdata.txt to determine how the superseded data were derived.
 MF1824
 MF1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1394981596(NAD 83)
 MF1824_MARKER: DH = HORIZONTAL CONTROL DISK
 MF1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1824_SP_SET: CONCRETE POST
 MF1824_STAMPING: LADD 1959 1984
 MF1824_MARK LOGO: NGS   
 MF1824_PROJECTION: FLUSH
 MF1824_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1824+STABILITY: SURFACE MOTION
 MF1824
 MF1824  HISTORY     - Date     Condition        Report By
 MF1824  HISTORY     - 1984     MONUMENTED       NGS
 MF1824  HISTORY     - 19840525 GOOD             NGS
 MF1824  HISTORY     - 19960401 GOOD             USPSQD
 MF1824  HISTORY     - 20010606 MARK NOT FOUND   USPSQD
 MF1824  HISTORY     - 20050705 POOR             USPSQD
 MF1824
 MF1824                          STATION DESCRIPTION
 MF1824
 MF1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MF1824'1.6 KM (1.00 MI) SOUTH FROM LADD.
 MF1824'0.48 KM (0.30 MI) WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MF1824'STATE HIGHWAY 89, ABOUT 1.0 MILE SOUTH FROM THE TOWN OF LADD AND AT
 MF1824'THE JUNCTION OF A DRIVEWAY NORTH TO A FARM HOUSE, 11.8 M (38.7 FT)
 MF1824'NORTH FROM THE CENTERLINE OF U.S. HIGHWAY 6, 4.7 M (15.4 FT) WEST
 MF1824'FROM THE CENTERLINE OF THE DRIVEWAY AND 3.6 M (11.8 FT)
 MF1824'SOUTH-SOUTHEAST FROM AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX.
 MF1824
 MF1824                          STATION RECOVERY (1984)
 MF1824
 MF1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MF1824'THE STATION MARK AND RM 2 WAS RECOVERED IN GOOD CONDITION.  RM 1
 MF1824'MONUMENT WAS RECOVERED WITH THE DISK REMOVED AND AZ MK STAMPED LADD
 MF1824'1980 WAS RECOVERED BUT NO INFORMATION ABOUT WHO OR WHAT ORGANIZATION
 MF1824'SET THIS MARK IN 1980.  THE DISTANCE AND DIRECTION TO RM 2 CHECKED THE
 MF1824'OLD DATA.  AT THE PRPOPERTY OWNERS REQUEST THE STATION MARK WAS
 MF1824'LOWERED THE MONUMENTS FOR RMS 1 AND 2 WAS REMOVED AND NEW RMS 3 AND 4
 MF1824'WAS ESTABLISHED AT THIS TIME.  A TRAVERSE CONNECTION WAS MADE TO THIS
 MF1824'1980 AZ MK USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  THE TO
 MF1824'REACH FOR THIS STATION IS STILL ADEQUATE.
 MF1824' 
 MF1824'THE STATION IS A STANDARD NGS DISK STAMPED---LADD 1959 1984---, SET
 MF1824'INTO THE TOP OF A 10 INCH (30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE
 MF1824'STATION IS LOCATED 11.89 METERS (39.01 FT) N FROM THE CENTERLINE OF
 MF1824'U.S HWY 6, 4.72 METERS (15.49 FT) W FROM THE CENTERLINE OF A DRIVEWAY,
 MF1824'3.66 METERS (12.01 FT) SSE FROM A TELEPHONE JUNCTION BOX.  RM NO 3, IS
 MF1824'A STANDARD NGS DISK STAMPED---LADD NO 3 1959 1984---, SET IN THE TOP
 MF1824'OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER, FLUSH
 MF1824'WITH GROUND.  THE STATION IS LOCATED 17.07 METERS (56.00 FT) N FROM
 MF1824'THE CENTERLINE OF U.S HWY 6, 5.18 METERS (16.99 FT) NW FROM A 26 INCH
 MF1824'ELM TREE, 3.05 METERS (10.01 FT) S FROM A UTILITY POLE AND 3.66 METERS
 MF1824'(12.01 FT) E FROM THE DRIVEWAY, AND 0.8 METERS (2.6 FT) LOWER THAN THE
 MF1824'STATION.  RM NO 4, IS A STANDARD NGS DISK STAMPED---LADD NO 4 19559
 MF1824'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT. 10 INCHES (30
 MF1824'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.62
 MF1824'METERS (25.00 FT) E FROM A 24 INCH ELM TREE, 11.58 METERS (37.99 FT) N
 MF1824'FROM THE CENTERLINE OF U.S HWY 6 AND 7.16 METERS (23.49 FT) WSW FROM
 MF1824'THE TELEPHONE JUNCTION BOX, AND 0.2 METERS (0.7 FT) HIGHER THAN THE
 MF1824'STATION.  AZ MK NO 2, IS A STANDARD NGS DISK STAMPED---LADD 1980---,
 MF1824'CEMENTED IN A DRILL HOLE IN LARGE CONCRETE FOOTING FOR WHAT MAY HAVE
 MF1824'AT ONE TIME BEEN FOR A SIGNAL LIGHT AT THE ROAD INTERSECTION.  THIS
 MF1824'MARK IS ABOUT 5 FT (1.5 M) LOWER THAN HWY.  THE STATION IS LOCATED
 MF1824'47.24 METERS (154.99 FT) S FROM THE CENTERLINE OF U.S HWY 6 W, 20.12
 MF1824'METERS (66.01 FT) W FROM THE CENTERLINE OF STATE HWY 89 S, 1.83 METERS
 MF1824'(6.00 FT) E FROM UTILITY POLE AND 0.46 METERS (1.51 FT) S FROM A METAL
 MF1824'WITNESS POST. TO REACH THE AZ MK FROM THE STATION GO E ON U.S HWY 6
 MF1824'FOR 0.3 MILE (0.5 KM) TO THE JUNCTON OF STATE ROUTE 89.  TURN RIGHT ON
 MF1824'HWY 89 AND GO S FOR 150 FT (45.7 M) TO MARK ON RIGHT.
 MF1824
 MF1824                          STATION RECOVERY (1996)
 MF1824
 MF1824'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1824'RECOVERED IN GOOD CONDITION.
 MF1824
 MF1824                          STATION RECOVERY (2001)
 MF1824
 MF1824'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1824'MARK NOT FOUND.
 MF1824
 MF1824                          STATION RECOVERY (2005)
 MF1824
 MF1824'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1824'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1820 ***********************************************************************
 MF1820  DESIGNATION -  LADD RM 3
 MF1820  PID         -  MF1820
 MF1820  STATE/COUNTY-  IL/BUREAU
 MF1820  USGS QUAD   -  SPRING VALLEY (1979)
 MF1820
 MF1820                         *CURRENT SURVEY CONTROL
 MF1820  ___________________________________________________________________
 MF1820* NAD 83(1986)-  41 21 51.     (N)    089 13 27.     (W)     SCALED    
 MF1820* NAVD 88     -       202.73   (meters)     665.1    (feet)  RESET     
 MF1820  ___________________________________________________________________
 MF1820  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1820
 MF1820  VERT ORDER  -  THIRD
 MF1820
 MF1820.The horizontal coordinates were scaled from a topographic map and have
 MF1820.an estimated accuracy of +/- 6 seconds.
 MF1820
 MF1820.The orthometric height was computed from unverified reset data.
 MF1820.No vertical observational check was made to the station.
 MF1820
 MF1820.The geoid height was determined by GEOID03.
 MF1820
 MF1820;                    North         East    Units  Estimated Accuracy
 MF1820;SPC IL W     -   521,900.      778,860.      MT  (+/- 180 meters Scaled)
 MF1820
 MF1820                          SUPERSEDED SURVEY CONTROL
 MF1820
 MF1820  NGVD 29 (03/28/06)  202.81   (m)          665.4    (f) RESET       3  
 MF1820
 MF1820.Superseded values are not recommended for survey control.
 MF1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1820.See file dsdata.txt to determine how the superseded data were derived.
 MF1820
 MF1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL139815(NAD 83)
 MF1820_MARKER: DR = REFERENCE MARK DISK
 MF1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1820_SP_SET: CONCRETE POST
 MF1820_STAMPING: LADD NO 3 1959 1984
 MF1820_MARK LOGO: NGS   
 MF1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1820+STABILITY: SURFACE MOTION
 MF1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1820+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 MF1820
 MF1820  HISTORY     - Date     Condition        Report By
 MF1820  HISTORY     - 1984     MONUMENTED       NGS
 MF1820  HISTORY     - 19960401 GOOD             USPSQD
 MF1820  HISTORY     - 20010606 GOOD             USPSQD
 MF1820  HISTORY     - 20050705 GOOD             USPSQD
 MF1820
 MF1820                          STATION DESCRIPTION
 MF1820
 MF1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MF1820'LOCATED 0.3 MILES (0.5 KM) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION
 MF1820'WITH STATE HIGHWAY 89, ABOUT 1.0 MILES (1.6 KM) SOUTH FROM THE TOWN
 MF1820'OF LADD AT THE JUNCTION OF A DRIVEWAY NORTH TO A FARM HOUSE, 56.0
 MF1820'FEET (17.1 M) NORTH FROM THE CENTERLINE OF US HIGHWAY 6, 17.0 FEET
 MF1820'(5.2 M) NORTHWEST FROM A 26-INCH ELM TREE, 10.0 FEET (3.0 M) SOUTH
 MF1820'FROM A UTILITY POLE, 12.0 FEET (3.7 M) EAST FROM A DRIVEWAY, ABOUT
 MF1820'4.0 FEET (1.2 M) HIGHER THAN HIGHWAY.
 MF1820
 MF1820                          STATION RECOVERY (1996)
 MF1820
 MF1820'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1820'RECOVERED IN GOOD CONDITION.
 MF1820
 MF1820                          STATION RECOVERY (2001)
 MF1820
 MF1820'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1820'RECOVERED IN GOOD CONDITION.
 MF1820
 MF1820                          STATION RECOVERY (2005)
 MF1820
 MF1820'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1821 ***********************************************************************
 MF1821  DESIGNATION -  LADD RM 4
 MF1821  PID         -  MF1821
 MF1821  STATE/COUNTY-  IL/BUREAU
 MF1821  USGS QUAD   -  SPRING VALLEY (1979)
 MF1821
 MF1821                         *CURRENT SURVEY CONTROL
 MF1821  ___________________________________________________________________
 MF1821* NAD 83(1986)-  41 21 51.     (N)    089 13 27.     (W)     SCALED    
 MF1821* NAVD 88     -       202.34   (meters)     663.8    (feet)  RESET     
 MF1821  ___________________________________________________________________
 MF1821  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1821
 MF1821  VERT ORDER  -  THIRD
 MF1821
 MF1821.The horizontal coordinates were scaled from a topographic map and have
 MF1821.an estimated accuracy of +/- 6 seconds.
 MF1821
 MF1821.The orthometric height was computed from unverified reset data.
 MF1821.No vertical observational check was made to the station.
 MF1821
 MF1821.The geoid height was determined by GEOID03.
 MF1821
 MF1821;                    North         East    Units  Estimated Accuracy
 MF1821;SPC IL W     -   521,900.      778,860.      MT  (+/- 180 meters Scaled)
 MF1821
 MF1821                          SUPERSEDED SURVEY CONTROL
 MF1821
 MF1821  NGVD 29 (03/28/06)  202.42   (m)          664.1    (f) RESET       3  
 MF1821
 MF1821.Superseded values are not recommended for survey control.
 MF1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1821.See file dsdata.txt to determine how the superseded data were derived.
 MF1821
 MF1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL139815(NAD 83)
 MF1821_MARKER: DR = REFERENCE MARK DISK
 MF1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1821_SP_SET: CONCRETE POST
 MF1821_STAMPING: LADD NO 4 1959 1984
 MF1821_MARK LOGO: NGS   
 MF1821_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1821+STABILITY: SURFACE MOTION
 MF1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1821+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 MF1821
 MF1821  HISTORY     - Date     Condition        Report By
 MF1821  HISTORY     - 1984     MONUMENTED       NGS
 MF1821  HISTORY     - 19960401 GOOD             USPSQD
 MF1821  HISTORY     - 20010606 GOOD             USPSQD
 MF1821  HISTORY     - 20050705 GOOD             USPSQD
 MF1821
 MF1821                          STATION DESCRIPTION
 MF1821
 MF1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MF1821'LOCATED 0.3 MILES (0.5 KM) WEST ALONG US HIGHWAY 6 FROM ITS JUNCTION
 MF1821'WITH STATE HIGHWAY 89, ABOUT 1.0 MILES (1.6 KM) SOUTH FROM THE TOWN
 MF1821'OF LADD, AND AT THE JUNCTION OF A DRIVEWAY NORTH TO A FARM HOUSE,
 MF1821'38.0 FEET (11.6 M) NORTH FROM THE CENTERLINE OF HIGHWAY 6, 25.0 FT
 MF1821'(7.6 M) EAST FROM A 24-INCH ELM TREE, 23.5 FT (7.2 M) WEST-SOUTHWEST
 MF1821'FROM AND UNDERGROUND TELEPHONE CABLE JUNCTION BOX AND ABOUT 4 FEET
 MF1821'(1.2 M) HIGHER THAN THE LEVEL WITH HIGHWAY, MARK IS FLUSH WITH THE
 MF1821'GROUND.
 MF1821
 MF1821                          STATION RECOVERY (1996)
 MF1821
 MF1821'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1821'RECOVERED IN GOOD CONDITION.
 MF1821
 MF1821                          STATION RECOVERY (2001)
 MF1821
 MF1821'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1821'RECOVERED IN GOOD CONDITION.
 MF1821
 MF1821                          STATION RECOVERY (2005)
 MF1821
 MF1821'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0700 ***********************************************************************
 MG0700  DESIGNATION -  LAFAYETTE CBQ RR KHM 49
 MG0700  PID         -  MG0700
 MG0700  STATE/COUNTY-  IL/KNOX
 MG0700  USGS QUAD   -  VICTORIA (1982)
 MG0700
 MG0700                         *CURRENT SURVEY CONTROL
 MG0700  ___________________________________________________________________
 MG0700* NAD 83(1997)-  41 07 18.92187(N)    090 00 52.93112(W)     ADJUSTED  
 MG0700* NAVD 88     -                                                        
 MG0700  ___________________________________________________________________
 MG0700  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MG0700  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MG0700
 MG0700  HORZ ORDER  -  THIRD
 MG0700
 MG0700.The horizontal coordinates were established by classical geodetic methods
 MG0700.and adjusted by the National Geodetic Survey in October 1999..
 MG0700
 MG0700
 MG0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0700
 MG0700.The geoid height was determined by GEOID03.
 MG0700
 MG0700;                    North         East     Units Scale Factor Converg.
 MG0700;SPC IL W     -   494,576.000   712,761.146   MT  0.99994318   +0 05 59.8
 MG0700;SPC IL W     - 1,622,621.43  2,338,450.53   sFT  0.99994318   +0 05 59.8
 MG0700;UTM  15      - 4,556,587.806   750,620.328   MT  1.00037311   +1 57 51.6
 MG0700;UTM  16      - 4,556,672.905   246,910.669   MT  1.00038842   -1 59 01.4
 MG0700
 MG0700                          SUPERSEDED SURVEY CONTROL
 MG0700
 MG0700  NAD 83(1997)-  41 07 18.92250(N)    090 00 52.93065(W) AD(       ) 4
 MG0700  NAD 83(1986)-  41 07 18.92969(N)    090 00 52.93667(W) AD(       ) 4
 MG0700  NAD 27      -  41 07 18.79561(N)    090 00 52.53343(W) AD(       ) 3
 MG0700
 MG0700.Superseded values are not recommended for survey control.
 MG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0700.See file dsdata.txt to determine how the superseded data were derived.
 MG0700
 MG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF5062056588(NAD 83)
 MG0700
 MG0700  HISTORY     - Date     Condition        Report By
 MG0700  HISTORY     - 1969     MONUMENTED       CGS
 MG0700  HISTORY     - 19971031 GOOD             USPSQD
 MG0700
 MG0700                          STATION DESCRIPTION
 MG0700
 MG0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 MG0700'THE STATION IS THE RED LIGHT ATOP THE LA FAYETTE, CHICAGO
 MG0700'BURLINGTON AND QUINCY RAIL ROAD COMPANY MICROWAVE MAST THAT IS
 MG0700'LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF GALVA AND 2 MILES
 MG0700'NORTH-NORTHWEST OF LA FAYETTE.  THE MAST IS TRIANGULAR IN
 MG0700'CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE AND
 MG0700'IS 195 FEET IN HEIGHT.
 MG0700
 MG0700                          STATION RECOVERY (1997)
 MG0700
 MG0700'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2074 ***********************************************************************
 JA2074  DESIGNATION -  LAGOW
 JA2074  PID         -  JA2074
 JA2074  STATE/COUNTY-  IL/LAWRENCE
 JA2074  USGS QUAD   -  RUSSELLVILLE (1977)
 JA2074
 JA2074                         *CURRENT SURVEY CONTROL
 JA2074  ___________________________________________________________________
 JA2074* NAD 83(1997)-  38 48 09.09922(N)    087 35 24.40468(W)     ADJUSTED  
 JA2074* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 JA2074  ___________________________________________________________________
 JA2074  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JA2074  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JA2074
 JA2074  HORZ ORDER  -  SECOND
 JA2074
 JA2074.The horizontal coordinates were established by classical geodetic methods
 JA2074.and adjusted by the National Geodetic Survey in October 1999..
 JA2074
 JA2074.The orthometric height was scaled from a topographic map.
 JA2074
 JA2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2074
 JA2074.The geoid height was determined by GEOID03.
 JA2074
 JA2074;                    North         East     Units Scale Factor Converg.
 JA2074;SPC IL E     -   237,318.862   364,559.911   MT  1.00002630   +0 27 56.7
 JA2074;SPC IL E     -   778,603.63  1,196,060.31   sFT  1.00002630   +0 27 56.7
 JA2074;SPC IN W     -   394,696.894   855,979.128   MT  0.99999052   -0 19 03.3
 JA2074;SPC IN W     - 1,294,934.73  2,808,324.86   sFT  0.99999052   -0 19 03.3
 JA2074;UTM  16      - 4,295,028.583   448,759.203   MT  0.99963233   -0 22 11.3
 JA2074
 JA2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2074!SPC IL E     -   0.99997896  x   1.00002630  =   1.00000526
 JA2074!SPC IN W     -   0.99997896  x   0.99999052  =   0.99996948
 JA2074!UTM  16      -   0.99997896  x   0.99963233  =   0.99961130
 JA2074
 JA2074:                Primary Azimuth Mark                     Grid Az
 JA2074:SPC IL E     -  CARLISLE MUNICIPAL TANK                  042 12 38.9
 JA2074:SPC IN W     -  CARLISLE MUNICIPAL TANK                  042 59 38.9
 JA2074:UTM  16      -  CARLISLE MUNICIPAL TANK                  043 02 46.9
 JA2074
 JA2074|---------------------------------------------------------------------|
 JA2074| PID    Reference Object                     Distance      Geod. Az  |
 JA2074|                                                           dddmmss.s |
 JA2074| JA1962 CARLISLE MUNICIPAL TANK             APPROX.23.9 KM 0424035.6 |
 JA2074| JA2084 VINCENNES RAD KBU 406               APPROX.14.4 KM 1484127.8 |
 JA2074| CG8752 LAGOW RM 1                           22.562 METERS 14906     |
 JA2074| JA2077 AIRPORT BCN LAWRENCEVILLE APT       APPROX. 4.7 KM 1955424.4 |
 JA2074| JA2096 LAWRENCEVILLE RAD WAKO N MAST       APPROX.10.3 KM 2120937.6 |
 JA2074| JA2098 LAWRENCEVILLE MICROWAV KSF 531      APPROX.12.9 KM 2221449.7 |
 JA2074| JA2100 LAWRENCEVILLE COURTHOUSE DOME       APPROX.11.4 KM 2243935.1 |
 JA2074| JA2099 LAWRENCEVILLE MUNICIPAL TANK        APPROX.11.4 KM 2261304.5 |
 JA2074| JA2094 LAWRENCEVILLE UNIV CATV MAST        APPROX.14.8 KM 2310949.5 |
 JA2074| JA2097 LAWRENCEVILLE MICROWAVE KSN 52      APPROX.12.3 KM 2324653.8 |
 JA2074| CG8753 LAGOW RM 2                           29.248 METERS 26550     |
 JA2074| CG8751 LAGOW AZ MK                                        3141317.5 |
 JA2074|---------------------------------------------------------------------|
 JA2074
 JA2074                          SUPERSEDED SURVEY CONTROL
 JA2074
 JA2074  NAD 83(1997)-  38 48 09.09933(N)    087 35 24.40444(W) AD(       ) 2
 JA2074  NAD 83(1986)-  38 48 09.10844(N)    087 35 24.40387(W) AD(       ) 2
 JA2074  NAD 27      -  38 48 08.94301(N)    087 35 24.31400(W) AD(       ) 2
 JA2074
 JA2074.Superseded values are not recommended for survey control.
 JA2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2074.See file dsdata.txt to determine how the superseded data were derived.
 JA2074
 JA2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4875995029(NAD 83)
 JA2074_MARKER: DS = TRIANGULATION STATION DISK
 JA2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2074
 JA2074  HISTORY     - Date     Condition        Report By
 JA2074  HISTORY     - 1968     MONUMENTED       CGS
 JA2074
 JA2074                          STATION DESCRIPTION
 JA2074
 JA2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2074'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHWEST OF VINCENNES, 5
 JA2074'MILES NORTHEAST OF
 JA2074'LAWRENCEVILLE AND ON PROPERTY OWNED BY MRS RELA ANDERSON.
 JA2074'
 JA2074'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 33 AND U S
 JA2074'HIGHWAY 50, 1.5
 JA2074'MILES NORTH OF VINCENNES, GO NORTHERLY ON A PAVED
 JA2074'ROAD FOR 4.1 MILES TO A CROSSROAD.
 JA2074'CONTINUE NORTH AND WEST ON THE
 JA2074'PAVED ROAD FOR 3.35 MILES TO WHERE MAIN ROAD TURNS
 JA2074'RIGHT.  KEEP LEFT
 JA2074'AND CONTINUE AHEAD ON A GRAVELED ROAD FOR 1.1 MILES TO A BARN AND A
 JA2074'GATE ON THE LEFT.
 JA2074'TURN LEFT AND PASS THROUGH THE GATE AND GO SOUTH
 JA2074'ON A FIELD ROAD FOR 0.35 MILE TO THE
 JA2074'TOP OF A LOW HILL AND THE
 JA2074'STATION AS DESCRIBED.
 JA2074'
 JA2074'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA2074'
 JA2074'STATION MARK, STAMPED LAGOW 1968 IS SET FLUSH WITH THE GROUND
 JA2074'SURFACE.  IT IS 75.3
 JA2074'FEET NORTH OF A METAL WITNESS POST AND 21 FEET SOUTHWEST
 JA2074'OF A TWIN TRUNK THORN TREE.
 JA2074'
 JA2074'RM NO 1, STAMPED LAGOW NO 1 1968 IS SET FLUSH WITH THE GROUND
 JA2074'SURFACE.  IT IS 32
 JA2074'FEET SOUTHEAST OF A TWIN TRUNK TREE AND 1.5 FEET
 JA2074'NORTHEAST OF A METAL WITNESS POST.
 JA2074'
 JA2074'RM NO 2, STAMPED LAGOW NO 2 1968 IS SET FLUSH WITH THE GROUND
 JA2074'SURFACE.  IT IS 38
 JA2074'FEET EAST OF A 6-INCH THORN TREE AND 22 FEET
 JA2074'SOUTHWEST OF A LARGE THORN TREE.
 JA2074'
 JA2074'AZIMUTH MARK, STAMPED LAGOW 1968 IS SET FLUSH WITH THE GROUND
 JA2074'SURFACE.  IT IS 19
 JA2074'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 1.7 FEET WEST
 JA2074'OF A METAL WITNESS POST AND
 JA2074'1 FOOT NORTH OF A FENCE.
 JA2074'
 JA2074'TO REACH THE AZIMUTH MARK FROM THE GATE AT THE BARN, CONTINUE WEST ON
 JA2074'THE GRAVELED ROAD
 JA2074'FOR 0.25 MILE TO A HOUSE ON THE RIGHT AND THE MARK ON THE LEFT.
 JA2074'
 JA2074'NOTE- THE AZIMUTH MARK CAN BE SEEN FROM A 20-FOOT STAND.
 JA2074'
 JA2074'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0493 ***********************************************************************
 JB0493  DESIGNATION -  LAIRD
 JB0493  PID         -  JB0493
 JB0493  STATE/COUNTY-  IL/JEFFERSON
 JB0493  USGS QUAD   -  BLUFORD (1973)
 JB0493
 JB0493                         *CURRENT SURVEY CONTROL
 JB0493  ___________________________________________________________________
 JB0493* NAD 83(1997)-  38 15 51.14084(N)    088 42 42.09767(W)     ADJUSTED  
 JB0493* NAVD 88     -       137.278  (meters)     450.39   (feet)  ADJUSTED  
 JB0493  ___________________________________________________________________
 JB0493  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 JB0493  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0493  DYNAMIC HT  -         137.188 (meters)     450.09  (feet)  COMP
 JB0493  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 JB0493
 JB0493  HORZ ORDER  -  SECOND
 JB0493  VERT ORDER  -  SECOND    CLASS 0
 JB0493
 JB0493.The horizontal coordinates were established by classical geodetic methods
 JB0493.and adjusted by the National Geodetic Survey in October 1999..
 JB0493
 JB0493.The orthometric height was determined by differential leveling
 JB0493.and adjusted by the National Geodetic Survey in June 1991..
 JB0493
 JB0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0493
 JB0493.The geoid height was determined by GEOID03.
 JB0493
 JB0493.The dynamic height is computed by dividing the NAVD 88
 JB0493.geopotential number by the normal gravity value computed on the
 JB0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0493.degrees latitude (g = 980.6199 gals.).
 JB0493
 JB0493.The modeled gravity was interpolated from observed gravity values.
 JB0493
 JB0493;                    North         East     Units Scale Factor Converg.
 JB0493;SPC IL E     -   177,368.399   266,888.022   MT  0.99998850   -0 14 03.5
 JB0493;SPC IL E     -   581,916.16    875,615.12   sFT  0.99998850   -0 14 03.5
 JB0493;UTM  16      - 4,236,515.329   350,253.383   MT  0.99987617   -1 03 36.8
 JB0493
 JB0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0493!SPC IL E     -   0.99998321  x   0.99998850  =   0.99997171
 JB0493!UTM  16      -   0.99998321  x   0.99987617  =   0.99985938
 JB0493
 JB0493:                Primary Azimuth Mark                     Grid Az
 JB0493:SPC IL E     -  LAIRD AZ MK                              184 30 47.5
 JB0493:UTM  16      -  LAIRD AZ MK                              185 20 20.8
 JB0493
 JB0493|---------------------------------------------------------------------|
 JB0493| PID    Reference Object                     Distance      Geod. Az  |
 JB0493|                                                           dddmmss.s |
 JB0493| JB0495 LAIRD AZ MK                                        1841644.0 |
 JB0493| JB0494 LAIRD RM 1                           25.048 METERS 22709     |
 JB0493| JB0484 BREHM                               APPROX. 2.6 KM 2871923.8 |
 JB0493| JB0492 LAIRD RM 2                           25.299 METERS 31732     |
 JB0493|---------------------------------------------------------------------|
 JB0493
 JB0493                          SUPERSEDED SURVEY CONTROL
 JB0493
 JB0493  NAD 83(1997)-  38 15 51.15260(N)    088 42 42.09720(W) AD(       ) 2
 JB0493  NAD 83(1986)-  38 15 51.15485(N)    088 42 42.09721(W) AD(       ) 2
 JB0493  NAD 27      -  38 15 50.97931(N)    088 42 41.88703(W) AD(       ) 2
 JB0493  NGVD 29 (??/??/92)  137.395  (m)          450.77   (f) ADJ UNCH    2 0
 JB0493
 JB0493.Superseded values are not recommended for survey control.
 JB0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0493.See file dsdata.txt to determine how the superseded data were derived.
 JB0493
 JB0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5025336515(NAD 83)
 JB0493_MARKER: DE = TRAVERSE STATION DISK
 JB0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0493_STAMPING: LAIRD 1961
 JB0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0493+STABILITY: SURFACE MOTION
 JB0493
 JB0493  HISTORY     - Date     Condition        Report By
 JB0493  HISTORY     - 1961     MONUMENTED       CGS
 JB0493  HISTORY     - 1961     GOOD             CGS
 JB0493
 JB0493                          STATION DESCRIPTION
 JB0493
 JB0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0493'THE STATION IS LOCATED ABOUT 2.75 MILES NORTHEAST OF BELLE RIVE,
 JB0493'ABOUT .75 MILE NORTHWEST OF
 JB0493'THE CORNER OF WAYNE, HAMILTON AND JEFFERSON COUNTY LINE
 JB0493'AND IS AT THE NORTHWEST CORNER
 JB0493'OF THE LAIRD CHURCH YARD.
 JB0493'
 JB0493'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND U S
 JB0493'HIGHWAY 460 IN BELLE RIVE,
 JB0493'GO NORTH ACROSS RAILROAD TRACKS AND FOLLOW MAIN ROAD
 JB0493'NORTH FOR 1.8 MILES TO A
 JB0493'CROSSROAD, TURN RIGHT, GO EAST FOR 1.55
 JB0493'MILES TO A CROSSROAD, TURN LEFT, GO NORTH
 JB0493'FOR 0.35 MILE TO THE
 JB0493'AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW.  CONTINUE NORTH
 JB0493'FOR 0.15 MILE TO
 JB0493'THE LAIRD CHURCH AND THE STATION ON THE RIGHT.
 JB0493'
 JB0493'STATION MARK, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JB0493'CONCRETE POST WHICH IS SET
 JB0493'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0493'LARID 1961.  THE MARK IS 83.7 FEET
 JB0493'NORTHEAST OF A WITNESS POST, 40
 JB0493'FEET EAST OF THE CENTER OF ROAD, 32 FEET NORTH OF A
 JB0493'TRIANGLE BLAZED
 JB0493'TREE, 23 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND IS ABOUT 350
 JB0493'FEET NORTH OF THE CHURCH.
 JB0493'
 JB0493'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0493'SQUARE CONCRETE POST
 JB0493'WHICH PROJECTS ABOUT 3 INCHES AND IS STAMPED LAIRD NO 1
 JB0493'1961.  THE MARK IS 77 FEET SOUTH
 JB0493'OF CENTER OF A FIELD ENTRANCE, 30.5
 JB0493'FEET SOUTH OF A POWER POLE, 19 FEET WEST OF CENTER
 JB0493'OF ROAD, 1.8 FEET
 JB0493'NORTH-NORTHEAST OF WITNESS POST AND 1 FOOT EAST OF FENCE.
 JB0493'
 JB0493'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB0493'SQUARE CONCRETE POST
 JB0493'WHICH PORJECTS ABOUT 3 INCHES AND IS STAMPED LAIRD NO 2
 JB0493'1961.  THE MARK IS 87.5 FEET
 JB0493'SOUTH OF POWER POLE, 41 FEET NORTH OF
 JB0493'CENTER OF A FIELD ENTRANCE, 17 FEET WEST OF
 JB0493'CENTER OF ROAD AND 1 FOOT EAST OF FENCE.
 JB0493'
 JB0493'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB0493'CONCRETE POST WHICH IS SET
 JB0493'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JB0493'LAIRD 1961.  THE MARK IS 22 FEET
 JB0493'WEST OF CENTER OF ROAD, 9 FEET NORTH
 JB0493'OF CENTER OF DRIVEWAY, 4 FEET SOUTHEAST OF POWER
 JB0493'POLE AND 1.5 FEET
 JB0493'WEST-SOUTHWEST OF A WITNESS POST.
 JB0493'
 JB0493'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 JB0493
 JB0493                          STATION RECOVERY (1961)
 JB0493
 JB0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0493'3.8 MI NE FROM BELLE RIVE.
 JB0493'ABOUT 1.65 MILES NORTH ALONG AN ASPHALT PAVED ROAD FROM THE POST
 JB0493'OFFICE IN BELLE RIVE, THENCE 1.65 MILES EAST ALONG AN OILED ROAD,
 JB0493'THENCE 0.5 MILE NORTH ALONG AN OILED ROAD, AT A WOODEN FRAME
 JB0493'CHURCH BUILDING EAST OF THE ROAD, 41 FEET EAST OF THE CENTER OF
 JB0493'THE ROAD, 206 FEET NORTH OF THE NORTHWEST CORNER OF THE CHURCH
 JB0493'BUILDING, 68.5 FEET NORTHEAST OF A POWER POLE, 32.5 FEET NORTH OF
 JB0493'A TRIANGLE BLAZED 12 INCH HICKORY TREE, 40 FEET NORTHWEST OF A
 JB0493'20 INCH OAK TREE, 83.6 FEET NORTHEAST OF A METAL WITNESS POST,
 JB0493'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB0493'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0495 ***********************************************************************
 JB0495  DESIGNATION -  LAIRD AZ MK
 JB0495  PID         -  JB0495
 JB0495  STATE/COUNTY-  IL/JEFFERSON
 JB0495  USGS QUAD   -  BLUFORD (1973)
 JB0495
 JB0495                         *CURRENT SURVEY CONTROL
 JB0495  ___________________________________________________________________
 JB0495* NAD 83(1986)-  38 15 41.     (N)    088 42 42.     (W)     SCALED    
 JB0495* NAVD 88     -       133.432  (meters)     437.77   (feet)  ADJUSTED  
 JB0495  ___________________________________________________________________
 JB0495  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0495  DYNAMIC HT  -         133.345 (meters)     437.48  (feet)  COMP
 JB0495  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 JB0495
 JB0495  VERT ORDER  -  SECOND    CLASS 0
 JB0495
 JB0495.The horizontal coordinates were scaled from a topographic map and have
 JB0495.an estimated accuracy of +/- 6 seconds.
 JB0495
 JB0495.The orthometric height was determined by differential leveling
 JB0495.and adjusted by the National Geodetic Survey in June 1991..
 JB0495
 JB0495.The geoid height was determined by GEOID03.
 JB0495
 JB0495.The dynamic height is computed by dividing the NAVD 88
 JB0495.geopotential number by the normal gravity value computed on the
 JB0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0495.degrees latitude (g = 980.6199 gals.).
 JB0495
 JB0495.The modeled gravity was interpolated from observed gravity values.
 JB0495
 JB0495;                    North         East    Units  Estimated Accuracy
 JB0495;SPC IL E     -   177,060.      266,890.      MT  (+/- 180 meters Scaled)
 JB0495
 JB0495                          SUPERSEDED SURVEY CONTROL
 JB0495
 JB0495  NGVD 29 (??/??/92)  133.550  (m)          438.16   (f) ADJ UNCH    2 0
 JB0495
 JB0495.Superseded values are not recommended for survey control.
 JB0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0495.See file dsdata.txt to determine how the superseded data were derived.
 JB0495
 JB0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH502362(NAD 83)
 JB0495_MARKER: DZ = AZIMUTH MARK DISK
 JB0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0495_STAMPING: LAIRD 1961
 JB0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0495+STABILITY: SURFACE MOTION
 JB0495
 JB0495  HISTORY     - Date     Condition        Report By
 JB0495  HISTORY     - 1961     MONUMENTED       CGS
 JB0495
 JB0495                          STATION DESCRIPTION
 JB0495
 JB0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0495'3.6 MI NE FROM BELLE RIVE.
 JB0495'ABOUT 1.65 MILES NORTH ALONG AN ASPHALT PAVED ROAD FROM THE POST
 JB0495'OFFICE IN BELLE RIVE, THENCE 1.65 MILES EAST ALONG AN OILED ROAD,
 JB0495'THENCE 0.3 MILE NORTH ALONG AN OILED ROAD, AT A DRIVE WEST TO A
 JB0495'BARNYARD, 21 FEET WEST OF THE CENTER OF THE ROAD, 10 FEET NORTH
 JB0495'OF THE CENTER OF THE DRIVE, 73.5 FEET SOUTH-SOUTHEAST OF THE
 JB0495'SOUTHEAST CORNER OF A METAL SIDED MACHINE SHED, 4 FEET SOUTHEAST
 JB0495'OF A POWER POLE WITH A TRANSFORMER AND NUMBERED C 5-7-15, 1.5
 JB0495'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 0.5 FEET BELOW THE
 JB0495'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB0495'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0494 ***********************************************************************
 JB0494  DESIGNATION -  LAIRD RM 1
 JB0494  PID         -  JB0494
 JB0494  STATE/COUNTY-  IL/JEFFERSON
 JB0494  USGS QUAD   -  BLUFORD (1973)
 JB0494
 JB0494                         *CURRENT SURVEY CONTROL
 JB0494  ___________________________________________________________________
 JB0494* NAD 83(1986)-  38 15 50.     (N)    088 42 41.     (W)     SCALED    
 JB0494* NAVD 88     -       137.331  (meters)     450.56   (feet)  ADJUSTED  
 JB0494  ___________________________________________________________________
 JB0494  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0494  DYNAMIC HT  -         137.242 (meters)     450.27  (feet)  COMP
 JB0494  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 JB0494
 JB0494  VERT ORDER  -  SECOND    CLASS 0
 JB0494
 JB0494.The horizontal coordinates were scaled from a topographic map and have
 JB0494.an estimated accuracy of +/- 6 seconds.
 JB0494
 JB0494.The orthometric height was determined by differential leveling
 JB0494.and adjusted by the National Geodetic Survey in June 1991..
 JB0494
 JB0494.The geoid height was determined by GEOID03.
 JB0494
 JB0494.The dynamic height is computed by dividing the NAVD 88
 JB0494.geopotential number by the normal gravity value computed on the
 JB0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0494.degrees latitude (g = 980.6199 gals.).
 JB0494
 JB0494.The modeled gravity was interpolated from observed gravity values.
 JB0494
 JB0494;                    North         East    Units  Estimated Accuracy
 JB0494;SPC IL E     -   177,330.      266,920.      MT  (+/- 180 meters Scaled)
 JB0494
 JB0494                          SUPERSEDED SURVEY CONTROL
 JB0494
 JB0494  NGVD 29 (??/??/92)  137.448  (m)          450.94   (f) ADJ UNCH    2 0
 JB0494
 JB0494.Superseded values are not recommended for survey control.
 JB0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0494.See file dsdata.txt to determine how the superseded data were derived.
 JB0494
 JB0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH502364(NAD 83)
 JB0494_MARKER: DR = REFERENCE MARK DISK
 JB0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0494_STAMPING: LAIRD NO 1 1961
 JB0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0494+STABILITY: SURFACE MOTION
 JB0494
 JB0494  HISTORY     - Date     Condition        Report By
 JB0494  HISTORY     - 1961     MONUMENTED       CGS
 JB0494
 JB0494                          STATION DESCRIPTION
 JB0494
 JB0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0494'3.8 MI NE FROM BELLE RIVE.
 JB0494'ABOUT 1.65 MILES NORTH ALONG AN ASPHALT PAVED ROAD FROM THE POST
 JB0494'OFFICE IN BELLE RIVE, THENCE 1.65 MILES EAST ALONG AN OILED ROAD,
 JB0494'THENCE 0.5 MILE NORTH ALONG AN OILED ROAD, AT A WOODEN FRAME
 JB0494'CHURCH BUILDING EAST OF THE ROAD, 17.5 FEET WEST OF THE CENTER
 JB0494'OF THE ROAD, 162 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JB0494'CHURCH BUILDING, 30 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A
 JB0494'FENCE, 68 FEET SOUTH OF A FENCE CORNER, 82.2 FEET SOUTHWEST OF
 JB0494'TRAVERSE STATION LAIRD, 1.8 FEET NORTH OF A METAL WITNESS POST,
 JB0494'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JB0494'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0492 ***********************************************************************
 JB0492  DESIGNATION -  LAIRD RM 2
 JB0492  PID         -  JB0492
 JB0492  STATE/COUNTY-  IL/JEFFERSON
 JB0492  USGS QUAD   -  BLUFORD (1973)
 JB0492
 JB0492                         *CURRENT SURVEY CONTROL
 JB0492  ___________________________________________________________________
 JB0492* NAD 83(1986)-  38 15 50.     (N)    088 42 41.     (W)     SCALED    
 JB0492* NAVD 88     -       137.219  (meters)     450.19   (feet)  ADJUSTED  
 JB0492  ___________________________________________________________________
 JB0492  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JB0492  DYNAMIC HT  -         137.129 (meters)     449.90  (feet)  COMP
 JB0492  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 JB0492
 JB0492  VERT ORDER  -  SECOND    CLASS 0
 JB0492
 JB0492.The horizontal coordinates were scaled from a topographic map and have
 JB0492.an estimated accuracy of +/- 6 seconds.
 JB0492
 JB0492.The orthometric height was determined by differential leveling
 JB0492.and adjusted by the National Geodetic Survey in June 1991..
 JB0492
 JB0492.The geoid height was determined by GEOID03.
 JB0492
 JB0492.The dynamic height is computed by dividing the NAVD 88
 JB0492.geopotential number by the normal gravity value computed on the
 JB0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0492.degrees latitude (g = 980.6199 gals.).
 JB0492
 JB0492.The modeled gravity was interpolated from observed gravity values.
 JB0492
 JB0492;                    North         East    Units  Estimated Accuracy
 JB0492;SPC IL E     -   177,330.      266,920.      MT  (+/- 180 meters Scaled)
 JB0492
 JB0492                          SUPERSEDED SURVEY CONTROL
 JB0492
 JB0492  NGVD 29 (??/??/92)  137.336  (m)          450.58   (f) ADJ UNCH    2 0
 JB0492
 JB0492.Superseded values are not recommended for survey control.
 JB0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0492.See file dsdata.txt to determine how the superseded data were derived.
 JB0492
 JB0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH502364(NAD 83)
 JB0492_MARKER: DR = REFERENCE MARK DISK
 JB0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0492_STAMPING: LAIRD NO 2 1961
 JB0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0492+STABILITY: SURFACE MOTION
 JB0492
 JB0492  HISTORY     - Date     Condition        Report By
 JB0492  HISTORY     - 1961     MONUMENTED       CGS
 JB0492
 JB0492                          STATION DESCRIPTION
 JB0492
 JB0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0492'3.8 MI NE FROM BELLE RIVE.
 JB0492'ABOUT 1.65 MILES NORTH ALONG AN ASPHALT PAVED ROAD, FROM THE POST
 JB0492'OFFICE IN BELLE RIVE, THENCE 1.65 MILES EAST ALONG AN OILED
 JB0492'ROAD, THENCE 0.5 MILE NORTH ALONG AN OILED ROAD, AT A WOODEN
 JB0492'FRAME CHURCH BUILDING EAST OF THE ROAD, 17.5 FEET WEST OF THE
 JB0492'CENTER OF THE ROAD, 87 FEET NORTH OF A POWER POLE, 1 FOOT EAST
 JB0492'OF A FENCE, 49 FEET NORTH OF A FENCE CORNER, 83.0 FEET NORTHWEST
 JB0492'OF TRAVERSE STATION LAIRD, 119.2 FEET NORTH OF A METAL WITNESS
 JB0492'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JB0492'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2851 ***********************************************************************
 AJ2851  DESIGNATION -  LAK COO 1A
 AJ2851  PID         -  AJ2851
 AJ2851  STATE/COUNTY-  IL/LAKE
 AJ2851  USGS QUAD   -  WHEELING (1993)
 AJ2851
 AJ2851                         *CURRENT SURVEY CONTROL
 AJ2851  ___________________________________________________________________
 AJ2851* NAD 83(1997)-  42 09 11.50745(N)    087 55 56.18682(W)     ADJUSTED  
 AJ2851* NAVD 88     -       205.6    (meters)     675.     (feet)  GPS OBS   
 AJ2851  ___________________________________________________________________
 AJ2851  X           -     170,868.647 (meters)                     COMP
 AJ2851  Y           -  -4,732,639.786 (meters)                     COMP
 AJ2851  Z           -   4,258,349.441 (meters)                     COMP
 AJ2851  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AJ2851  ELLIP HEIGHT-         171.79  (meters)          (02/03/05) GPS OBS
 AJ2851  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AJ2851
 AJ2851  HORZ ORDER  -  FIRST
 AJ2851  ELLP ORDER  -  FOURTH    CLASS II
 AJ2851
 AJ2851.The horizontal coordinates were established by GPS observations
 AJ2851.and adjusted by the National Geodetic Survey in April 2001..
 AJ2851
 AJ2851.The orthometric height was determined by GPS observations and a
 AJ2851.high-resolution geoid model.
 AJ2851
 AJ2851.Photographs are available for this station.
 AJ2851
 AJ2851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2851
 AJ2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2851
 AJ2851.The ellipsoidal height was determined by GPS observations
 AJ2851.and is referenced to NAD 83.
 AJ2851
 AJ2851.The geoid height was determined by GEOID03.
 AJ2851
 AJ2851;                    North         East     Units Scale Factor Converg.
 AJ2851;SPC IL E     -   609,196.310   333,147.441   MT  0.99998851   +0 16 09.0
 AJ2851;SPC IL E     - 1,998,671.56  1,093,001.23   sFT  0.99998851   +0 16 09.0
 AJ2851;UTM  16      - 4,667,206.250   422,976.398   MT  0.99967300   -0 37 32.5
 AJ2851
 AJ2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2851!SPC IL E     -   0.99997306  x   0.99998851  =   0.99996157
 AJ2851!UTM  16      -   0.99997306  x   0.99967300  =   0.99964607
 AJ2851
 AJ2851:                Primary Azimuth Mark                     Grid Az
 AJ2851:SPC IL E     -  LAK COO 1B                               090 39 16.9
 AJ2851:UTM  16      -  LAK COO 1B                               091 32 58.4
 AJ2851
 AJ2851|---------------------------------------------------------------------|
 AJ2851| PID    Reference Object                     Distance      Geod. Az  |
 AJ2851|                                                           dddmmss.s |
 AJ2851| AJ2852 LAK COO 1B                          APPROX. 1.3 KM 0905525.9 |
 AJ2851|---------------------------------------------------------------------|
 AJ2851
 AJ2851                          SUPERSEDED SURVEY CONTROL
 AJ2851
 AJ2851  ELLIP H (04/23/01)  171.78   (m)                       GP(       ) 3 1
 AJ2851
 AJ2851.Superseded values are not recommended for survey control.
 AJ2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2851.See file dsdata.txt to determine how the superseded data were derived.
 AJ2851
 AJ2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2297667206(NAD 83)
 AJ2851_MARKER: I = METAL ROD
 AJ2851_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2851+WITH SETTING: INFORMATION.
 AJ2851_STAMPING: LAK-COO-1A
 AJ2851_MARK LOGO: ILDT  
 AJ2851_PROJECTION: FLUSH
 AJ2851_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2851+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 AJ2851_ROD/PIPE-DEPTH:  2.4 meters
 AJ2851_SLEEVE-DEPTH  :  0.9 meters
 AJ2851
 AJ2851  HISTORY     - Date     Condition        Report By
 AJ2851  HISTORY     - 20000614 MONUMENTED       SECI
 AJ2851
 AJ2851                          STATION DESCRIPTION
 AJ2851
 AJ2851'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2851'STATION IS LOCATED WITHIN THE CITY OF BUFFALO
 AJ2851'GROVE, 1.4 MI NORTH OF WHEELING IN SECTION 3, T42N, R11E.  TO
 AJ2851'REACH FROM THE JUNCTION OF LAKE COOK RD AND RT 21 PROCEED WEST
 AJ2851'ON LAKE COOK RD 0.88 MI TO THE STATION LOCATED 37.4 FT NORTH OF THE
 AJ2851'WESTBOUND CENTERLINE OF LAKE COOK RD ACROSS FROM CHICAGO
 AJ2851'SPECIALTY BUILDING AND 0.18 MI WEST OF NORTHGATE PKWY.  STATION IS
 AJ2851'200 FT WEST OF THE EASTERN END OF A GUARD RAIL, 88 FT SOUTHWEST OF
 AJ2851'A PK NAIL IN A 12 IN DECIDUOUS TREE, 80 FT SOUTHWEST OF A FIRE
 AJ2851'HYDRANT, 44 FT NORTHWEST OF AN INLET, 31 FT NORTHEAST OF A
 AJ2851'MANHOLE, 4 FT NORTH OF THE GUARD RAIL, AND 2 FT SOUTH OF AN ORANGE
 AJ2851'FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2851'INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  THE ROD WAS
 AJ2851'DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2851'PHYSICAL TIES.  (MH)
 AJ2851' 
 AJ2851' 
 AJ2851' 
 AJ2851' 
 AJ2851' 
 AJ2851' 
 AJ2851' 
 AJ2851' 
 AJ2851' 
 AJ2851' 
 AJ2851'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2852 ***********************************************************************
 AJ2852  DESIGNATION -  LAK COO 1B
 AJ2852  PID         -  AJ2852
 AJ2852  STATE/COUNTY-  IL/COOK
 AJ2852  USGS QUAD   -  WHEELING (1993)
 AJ2852
 AJ2852                         *CURRENT SURVEY CONTROL
 AJ2852  ___________________________________________________________________
 AJ2852* NAD 83(1997)-  42 09 10.81015(N)    087 54 58.41188(W)     ADJUSTED  
 AJ2852* NAVD 88     -       202.6    (meters)     665.     (feet)  GPS OBS   
 AJ2852  ___________________________________________________________________
 AJ2852  X           -     172,194.698 (meters)                     COMP
 AJ2852  Y           -  -4,732,603.895 (meters)                     COMP
 AJ2852  Z           -   4,258,331.430 (meters)                     COMP
 AJ2852  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AJ2852  ELLIP HEIGHT-         168.72  (meters)          (04/23/01) GPS OBS
 AJ2852  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AJ2852
 AJ2852  HORZ ORDER  -  FIRST
 AJ2852  ELLP ORDER  -  THIRD     CLASS I
 AJ2852
 AJ2852.The horizontal coordinates were established by GPS observations
 AJ2852.and adjusted by the National Geodetic Survey in April 2001..
 AJ2852
 AJ2852.The orthometric height was determined by GPS observations and a
 AJ2852.high-resolution geoid model.
 AJ2852
 AJ2852.Photographs are available for this station.
 AJ2852
 AJ2852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2852
 AJ2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2852
 AJ2852.The ellipsoidal height was determined by GPS observations
 AJ2852.and is referenced to NAD 83.
 AJ2852
 AJ2852.The geoid height was determined by GEOID03.
 AJ2852
 AJ2852;                    North         East     Units Scale Factor Converg.
 AJ2852;SPC IL E     -   609,181.152   334,473.961   MT  0.99998962   +0 16 47.7
 AJ2852;SPC IL E     - 1,998,621.83  1,097,353.32   sFT  0.99998962   +0 16 47.7
 AJ2852;UTM  16      - 4,667,170.388   424,302.098   MT  0.99967051   -0 36 53.7
 AJ2852
 AJ2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2852!SPC IL E     -   0.99997354  x   0.99998962  =   0.99996316
 AJ2852!UTM  16      -   0.99997354  x   0.99967051  =   0.99964406
 AJ2852
 AJ2852:                Primary Azimuth Mark                     Grid Az
 AJ2852:SPC IL E     -  LAK COO 1A                               270 39 17.0
 AJ2852:UTM  16      -  LAK COO 1A                               271 32 58.4
 AJ2852
 AJ2852|---------------------------------------------------------------------|
 AJ2852| PID    Reference Object                     Distance      Geod. Az  |
 AJ2852|                                                           dddmmss.s |
 AJ2852| AJ2851 LAK COO 1A                          APPROX. 1.3 KM 2705604.7 |
 AJ2852|---------------------------------------------------------------------|
 AJ2852
 AJ2852                          SUPERSEDED SURVEY CONTROL
 AJ2852
 AJ2852.No superseded survey control is available for this station.
 AJ2852
 AJ2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2430267170(NAD 83)
 AJ2852_MARKER: I = METAL ROD
 AJ2852_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2852_STAMPING: LAK-COO-1B
 AJ2852_MARK LOGO: ILDT  
 AJ2852_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2852_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2852+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 AJ2852_ROD/PIPE-DEPTH:  3.7 meters
 AJ2852_SLEEVE-DEPTH  :  0.9 meters
 AJ2852
 AJ2852  HISTORY     - Date     Condition        Report By
 AJ2852  HISTORY     - 20000614 MONUMENTED       SECI
 AJ2852
 AJ2852                          STATION DESCRIPTION
 AJ2852
 AJ2852'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2852'STATION IS LOCATED WITHIN THE CITY OF WHEELING  APPROXIMATELY 2.0
 AJ2852'MI EAST OF BUFFALO GROVE IN SECTION 2, T42N, R11E. STATION IS
 AJ2852'LOCATED IN THE SOUTHWEST CORNER OF INTERSECTION OF IL RT
 AJ2852'21(MILWAUKEE AVE) AND LAKE COOK RD. STATION IS LOCATED BETWEEN
 AJ2852'LAKE COOK RD OFF RAMP AND IL RT 21 APPROXIMATELY 240 FT WEST OF IL
 AJ2852'RT 21 AND 55 FT SOUTH OF CENTERLINE OF LAKE COOK RD. STATION IS 49 FT
 AJ2852'SOUTHEAST OF LIGHT POLE, 45.5 FT SOUTHWEST OF MANHOLE, 7.6 FT
 AJ2852'SOUTH OF GUARD RAIL, 17 FT SOUTHEAST OF WEST END OF GUARD RAIL,
 AJ2852'AND 2 FT NORTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE-
 AJ2852'ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.55
 AJ2852'FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.  (MH)
 AJ2852' 
 AJ2852' 
 AJ2852' 
 AJ2852' 
 AJ2852' 
 AJ2852' 
 AJ2852' 
 AJ2852' 
 AJ2852' 
 AJ2852' 
 AJ2852'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2885 ***********************************************************************
 AJ2885  DESIGNATION -  LAK12 1A
 AJ2885  PID         -  AJ2885
 AJ2885  STATE/COUNTY-  IL/LAKE
 AJ2885  USGS QUAD   -  WAUCONDA (1993)
 AJ2885
 AJ2885                         *CURRENT SURVEY CONTROL
 AJ2885  ___________________________________________________________________
 AJ2885* NAD 83(1997)-  42 22 15.18187(N)    088 10 10.43071(W)     ADJUSTED  
 AJ2885* NAVD 88     -       245.3    (meters)     805.     (feet)  GPS OBS   
 AJ2885  ___________________________________________________________________
 AJ2885  X           -     150,748.535 (meters)                     COMP
 AJ2885  Y           -  -4,717,081.922 (meters)                     COMP
 AJ2885  Z           -   4,276,271.733 (meters)                     COMP
 AJ2885  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AJ2885  ELLIP HEIGHT-         211.11  (meters)          (02/03/05) GPS OBS
 AJ2885  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 AJ2885
 AJ2885  HORZ ORDER  -  FIRST
 AJ2885  ELLP ORDER  -  FOURTH    CLASS II
 AJ2885
 AJ2885.The horizontal coordinates were established by GPS observations
 AJ2885.and adjusted by the National Geodetic Survey in April 2001..
 AJ2885
 AJ2885.The orthometric height was determined by GPS observations and a
 AJ2885.high-resolution geoid model.
 AJ2885
 AJ2885.Photographs are available for this station.
 AJ2885
 AJ2885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2885
 AJ2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2885
 AJ2885.The ellipsoidal height was determined by GPS observations
 AJ2885.and is referenced to NAD 83.
 AJ2885
 AJ2885.The geoid height was determined by GEOID03.
 AJ2885
 AJ2885;                    North         East     Units Scale Factor Converg.
 AJ2885;SPC IL E     -   633,311.195   313,488.997   MT  0.99997724   +0 06 37.3
 AJ2885;SPC IL E     - 2,077,788.48  1,028,505.15   sFT  0.99997724   +0 06 37.3
 AJ2885;UTM  16      - 4,691,618.780   403,703.348   MT  0.99971409   -0 47 17.7
 AJ2885
 AJ2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2885!SPC IL E     -   0.99996689  x   0.99997724  =   0.99994413
 AJ2885!UTM  16      -   0.99996689  x   0.99971409  =   0.99968099
 AJ2885
 AJ2885:                Primary Azimuth Mark                     Grid Az
 AJ2885:SPC IL E     -  LAK12 1B                                 176 36 51.4
 AJ2885:UTM  16      -  LAK12 1B                                 177 30 46.4
 AJ2885
 AJ2885|---------------------------------------------------------------------|
 AJ2885| PID    Reference Object                     Distance      Geod. Az  |
 AJ2885|                                                           dddmmss.s |
 AJ2885| AJ2882 LAK12 1B                            APPROX. 0.9 KM 1764328.7 |
 AJ2885|---------------------------------------------------------------------|
 AJ2885
 AJ2885                          SUPERSEDED SURVEY CONTROL
 AJ2885
 AJ2885  ELLIP H (04/23/01)  211.16   (m)                       GP(       ) 3 1
 AJ2885
 AJ2885.Superseded values are not recommended for survey control.
 AJ2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2885.See file dsdata.txt to determine how the superseded data were derived.
 AJ2885
 AJ2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0370391619(NAD 83)
 AJ2885_MARKER: I = METAL ROD
 AJ2885_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2885+WITH SETTING: INFORMATION.
 AJ2885_STAMPING: LAK12-1A
 AJ2885_MARK LOGO: ILDT  
 AJ2885_PROJECTION: FLUSH
 AJ2885_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2885+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2000
 AJ2885_ROD/PIPE-DEPTH:  2.4 meters
 AJ2885_SLEEVE-DEPTH  :  0.9 meters
 AJ2885
 AJ2885  HISTORY     - Date     Condition        Report By
 AJ2885  HISTORY     - 20000526 MONUMENTED       SECI
 AJ2885
 AJ2885                          STATION DESCRIPTION
 AJ2885
 AJ2885'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2885'STATION IS LOCATED WITHIN THE CITY OF FOX LAKE, 2.3 MI WEST OF ROUND
 AJ2885'LAKE IN SECTION 22, T45N, R9E.  TO REACH FROM THE JUNCTION OF US RT
 AJ2885'12 AND IL RT 134 PROCEED WEST ON US RT 12 FOR 0.15 MI TO THE STATION
 AJ2885'LOCATED 46 FT WEST OF THE CENTERLINE OF US RT 12 EASTBOUND.
 AJ2885'STATION IS LOCATED 225 FT NORTHWEST OF POWERPOLE (PP), 180 FT WEST
 AJ2885'OF PP, 120 FT NORTH OF LIGHTPOLE, 76 FT NORTHEAST OF FIRE HYDRANT, 9
 AJ2885'FT WEST OF CONCRETE DITCH, 18 FT EAST OF GUARD RAIL, AND 2 FT EAST
 AJ2885'OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2885'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  THE ROD
 AJ2885'WAS DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2885'PHYSICAL TIES. (WB)
 AJ2885' 
 AJ2885' 
 AJ2885' 
 AJ2885' 
 AJ2885' 
 AJ2885' 
 AJ2885'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2882 ***********************************************************************
 AJ2882  DESIGNATION -  LAK12 1B
 AJ2882  PID         -  AJ2882
 AJ2882  STATE/COUNTY-  IL/LAKE
 AJ2882  USGS QUAD   -  WAUCONDA (1993)
 AJ2882
 AJ2882                         *CURRENT SURVEY CONTROL
 AJ2882  ___________________________________________________________________
 AJ2882* NAD 83(1997)-  42 21 46.26552(N)    088 10 08.19931(W)     ADJUSTED  
 AJ2882* NAVD 88     -       240.3    (meters)     788.     (feet)  GPS OBS   
 AJ2882  ___________________________________________________________________
 AJ2882  X           -     150,818.660 (meters)                     COMP
 AJ2882  Y           -  -4,717,677.594 (meters)                     COMP
 AJ2882  Z           -   4,275,609.146 (meters)                     COMP
 AJ2882  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AJ2882  ELLIP HEIGHT-         206.15  (meters)          (04/23/01) GPS OBS
 AJ2882  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 AJ2882
 AJ2882  HORZ ORDER  -  FIRST
 AJ2882  ELLP ORDER  -  THIRD     CLASS I
 AJ2882
 AJ2882.The horizontal coordinates were established by GPS observations
 AJ2882.and adjusted by the National Geodetic Survey in April 2001..
 AJ2882
 AJ2882.The orthometric height was determined by GPS observations and a
 AJ2882.high-resolution geoid model.
 AJ2882
 AJ2882.Photographs are available for this station.
 AJ2882
 AJ2882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2882
 AJ2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2882
 AJ2882.The ellipsoidal height was determined by GPS observations
 AJ2882.and is referenced to NAD 83.
 AJ2882
 AJ2882.The geoid height was determined by GEOID03.
 AJ2882
 AJ2882;                    North         East     Units Scale Factor Converg.
 AJ2882;SPC IL E     -   632,419.082   313,541.775   MT  0.99997726   +0 06 38.8
 AJ2882;SPC IL E     - 2,074,861.60  1,028,678.31   sFT  0.99997726   +0 06 38.8
 AJ2882;UTM  16      - 4,690,726.184   403,742.119   MT  0.99971400   -0 47 15.8
 AJ2882
 AJ2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2882!SPC IL E     -   0.99996767  x   0.99997726  =   0.99994493
 AJ2882!UTM  16      -   0.99996767  x   0.99971400  =   0.99968168
 AJ2882
 AJ2882:                Primary Azimuth Mark                     Grid Az
 AJ2882:SPC IL E     -  LAK12 1A                                 356 36 51.4
 AJ2882:UTM  16      -  LAK12 1A                                 357 30 46.0
 AJ2882
 AJ2882|---------------------------------------------------------------------|
 AJ2882| PID    Reference Object                     Distance      Geod. Az  |
 AJ2882|                                                           dddmmss.s |
 AJ2882| AJ2885 LAK12 1A                            APPROX. 0.9 KM 3564330.2 |
 AJ2882|---------------------------------------------------------------------|
 AJ2882
 AJ2882                          SUPERSEDED SURVEY CONTROL
 AJ2882
 AJ2882.No superseded survey control is available for this station.
 AJ2882
 AJ2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0374290726(NAD 83)
 AJ2882_MARKER: I = METAL ROD
 AJ2882_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2882_STAMPING: LAK12-1B
 AJ2882_MARK LOGO: ILDT  
 AJ2882_PROJECTION: FLUSH
 AJ2882_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2882+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2000
 AJ2882_ROD/PIPE-DEPTH:  4.9 meters
 AJ2882_SLEEVE-DEPTH  :  0.9 meters
 AJ2882
 AJ2882  HISTORY     - Date     Condition        Report By
 AJ2882  HISTORY     - 20000526 MONUMENTED       SECI
 AJ2882
 AJ2882                          STATION DESCRIPTION
 AJ2882
 AJ2882'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2882'STATION IS LOCATED WITHIN THE CITY OF FOX LAKE, 2.5 MI WEST OF ROUND
 AJ2882'LAKE IN SECTION 22, T45N, R9E.  TO REACH FROM THE JUNCTION OF US RT
 AJ2882'12 AND IL RT 134 PROCEED EAST ON US RT 12 FOR 0.35 MI TO THE STATION
 AJ2882'LOCATED 30 FT EAST OF THE EDGE-OF-PAVEMENT OF US RT 12 WESTBOUND.
 AJ2882'STATION IS LOCATED 120 FT SOUTH OF THE CENTERLINE OF FRONTAGE RD,
 AJ2882'130.5 FT NORTHWEST OF POWERPOLE, 105 FT SOUTH OF TURN ONLY SIGN,
 AJ2882'130 FT NORTH OF THE HOME DEPOT SOUTH ENTRANCE, 15 SOUTH OF THE
 AJ2882'HOME DEPOT NORTH ENTRANCE, AND 2.0 FT WEST OF ORANGE FIBERGLASS
 AJ2882'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2882'CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2882'PHYSICAL TIES. (WB)
 AJ2882' 
 AJ2882' 
 AJ2882' 
 AJ2882'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2874 ***********************************************************************
 AJ2874  DESIGNATION -  LAK12 2A
 AJ2874  PID         -  AJ2874
 AJ2874  STATE/COUNTY-  IL/LAKE
 AJ2874  USGS QUAD   -  WAUCONDA (1993)
 AJ2874
 AJ2874                         *CURRENT SURVEY CONTROL
 AJ2874  ___________________________________________________________________
 AJ2874* NAD 83(1997)-  42 17 49.50402(N)    088 09 50.30390(W)     ADJUSTED  
 AJ2874* NAVD 88     -       235.5    (meters)     773.     (feet)  GPS OBS   
 AJ2874  ___________________________________________________________________
 AJ2874  X           -     151,385.473 (meters)                     COMP
 AJ2874  Y           -  -4,722,578.152 (meters)                     COMP
 AJ2874  Z           -   4,270,205.143 (meters)                     COMP
 AJ2874  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AJ2874  ELLIP HEIGHT-         201.53  (meters)          (04/23/01) GPS OBS
 AJ2874  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AJ2874
 AJ2874  HORZ ORDER  -  FIRST
 AJ2874  ELLP ORDER  -  THIRD     CLASS I
 AJ2874
 AJ2874.The horizontal coordinates were established by GPS observations
 AJ2874.and adjusted by the National Geodetic Survey in April 2001..
 AJ2874
 AJ2874.The orthometric height was determined by GPS observations and a
 AJ2874.high-resolution geoid model.
 AJ2874
 AJ2874.Photographs are available for this station.
 AJ2874
 AJ2874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2874
 AJ2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2874
 AJ2874.The ellipsoidal height was determined by GPS observations
 AJ2874.and is referenced to NAD 83.
 AJ2874
 AJ2874.The geoid height was determined by GEOID03.
 AJ2874
 AJ2874;                    North         East     Units Scale Factor Converg.
 AJ2874;SPC IL E     -   625,114.677   313,965.804   MT  0.99997740   +0 06 50.3
 AJ2874;SPC IL E     - 2,050,897.07  1,030,069.48   sFT  0.99997740   +0 06 50.3
 AJ2874;UTM  16      - 4,683,417.960   404,051.546   MT  0.99971327   -0 47 00.2
 AJ2874
 AJ2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2874!SPC IL E     -   0.99996839  x   0.99997740  =   0.99994579
 AJ2874!UTM  16      -   0.99996839  x   0.99971327  =   0.99968167
 AJ2874
 AJ2874:                Primary Azimuth Mark                     Grid Az
 AJ2874:SPC IL E     -  LAK12 2B                                 146 48 10.7
 AJ2874:UTM  16      -  LAK12 2B                                 147 42 01.2
 AJ2874
 AJ2874|---------------------------------------------------------------------|
 AJ2874| PID    Reference Object                     Distance      Geod. Az  |
 AJ2874|                                                           dddmmss.s |
 AJ2874| AJ2872 LAK12 2B                            APPROX. 0.8 KM 1465501.0 |
 AJ2874|---------------------------------------------------------------------|
 AJ2874
 AJ2874                          SUPERSEDED SURVEY CONTROL
 AJ2874
 AJ2874.No superseded survey control is available for this station.
 AJ2874
 AJ2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0405283418(NAD 83)
 AJ2874_MARKER: I = METAL ROD
 AJ2874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2874_STAMPING: LAK12-2A
 AJ2874_MARK LOGO: ILDT  
 AJ2874_PROJECTION: FLUSH
 AJ2874_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2874+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 AJ2874_ROD/PIPE-DEPTH:  3.7 meters
 AJ2874_SLEEVE-DEPTH  :  0.9 meters
 AJ2874
 AJ2874  HISTORY     - Date     Condition        Report By
 AJ2874  HISTORY     - 20000530 MONUMENTED       SECI
 AJ2874  HISTORY     - 20060911 GOOD             INDIV
 AJ2874
 AJ2874                          STATION DESCRIPTION
 AJ2874
 AJ2874'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2874'STATION IS LOCATED 2.0 MI NORTHEAST OF ISLAND LAKE, 2.1 MI
 AJ2874'NORTHWEST OF WAUCONDA IN SECTION 15, T44N, R9E.  TO REACH FROM
 AJ2874'THE JUNCTION OF US RT 12 AND IL RT 176 PROCEED NORTH ON US RT 12
 AJ2874'FOR 3.0 MI TO THE STATION LOCATED 62 FT WEST OF THE CENTERLINE OF
 AJ2874'US RT 12 EASTBOUND AND 48 FT WEST OF EDGE OF PAVEMENT.  STATION IS
 AJ2874'LOCATED 0.3 MI NORTH OF CASE RD, 200 FT WEST OF POWERPOLE (PP), 160
 AJ2874'FT SOUTH OF PP, 182 FT SOUTHEAST OF 24 IN DECIDUOUS TREE, 26 FT EAST
 AJ2874'OF CONCRETE BLOCK RETAINING WALL, AND 2 FT EAST OF ORANGE
 AJ2874'FIBERGLASS WITNESS POST.   NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2874'INCH LOGO CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS WERE SET
 AJ2874'IN WOOD PHYSICAL TIES. (WB)
 AJ2874' 
 AJ2874' 
 AJ2874' 
 AJ2874' 
 AJ2874' 
 AJ2874'
 AJ2874
 AJ2874                          STATION RECOVERY (2006)
 AJ2874
 AJ2874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TBW)
 AJ2874'ROVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2872 ***********************************************************************
 AJ2872  DESIGNATION -  LAK12 2B
 AJ2872  PID         -  AJ2872
 AJ2872  STATE/COUNTY-  IL/LAKE
 AJ2872  USGS QUAD   -  WAUCONDA (1993)
 AJ2872
 AJ2872                         *CURRENT SURVEY CONTROL
 AJ2872  ___________________________________________________________________
 AJ2872* NAD 83(1997)-  42 17 26.76891(N)    088 09 30.35563(W)     ADJUSTED  
 AJ2872* NAVD 88     -       235.2    (meters)     772.     (feet)  GPS OBS   
 AJ2872  ___________________________________________________________________
 AJ2872  X           -     151,857.363 (meters)                     COMP
 AJ2872  Y           -  -4,723,035.042 (meters)                     COMP
 AJ2872  Z           -   4,269,685.971 (meters)                     COMP
 AJ2872  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AJ2872  ELLIP HEIGHT-         201.15  (meters)          (04/23/01) GPS OBS
 AJ2872  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AJ2872
 AJ2872  HORZ ORDER  -  FIRST
 AJ2872  ELLP ORDER  -  THIRD     CLASS I
 AJ2872
 AJ2872.The horizontal coordinates were established by GPS observations
 AJ2872.and adjusted by the National Geodetic Survey in April 2001..
 AJ2872
 AJ2872.The orthometric height was determined by GPS observations and a
 AJ2872.high-resolution geoid model.
 AJ2872
 AJ2872.Photographs are available for this station.
 AJ2872
 AJ2872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2872
 AJ2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2872
 AJ2872.The ellipsoidal height was determined by GPS observations
 AJ2872.and is referenced to NAD 83.
 AJ2872
 AJ2872.The geoid height was determined by GEOID03.
 AJ2872
 AJ2872;                    North         East     Units Scale Factor Converg.
 AJ2872;SPC IL E     -   624,414.120   314,424.184   MT  0.99997756   +0 07 03.7
 AJ2872;SPC IL E     - 2,048,598.66  1,031,573.34   sFT  0.99997756   +0 07 03.7
 AJ2872;UTM  16      - 4,682,710.497   404,498.781   MT  0.99971222   -0 46 46.4
 AJ2872
 AJ2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2872!SPC IL E     -   0.99996845  x   0.99997756  =   0.99994601
 AJ2872!UTM  16      -   0.99996845  x   0.99971222  =   0.99968068
 AJ2872
 AJ2872:                Primary Azimuth Mark                     Grid Az
 AJ2872:SPC IL E     -  LAK12 2A                                 326 48 10.7
 AJ2872:UTM  16      -  LAK12 2A                                 327 42 00.8
 AJ2872
 AJ2872|---------------------------------------------------------------------|
 AJ2872| PID    Reference Object                     Distance      Geod. Az  |
 AJ2872|                                                           dddmmss.s |
 AJ2872| AJ2874 LAK12 2A                            APPROX. 0.8 KM 3265514.4 |
 AJ2872|---------------------------------------------------------------------|
 AJ2872
 AJ2872                          SUPERSEDED SURVEY CONTROL
 AJ2872
 AJ2872.No superseded survey control is available for this station.
 AJ2872
 AJ2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0449982710(NAD 83)
 AJ2872_MARKER: I = METAL ROD
 AJ2872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2872_STAMPING: LAK12-2B
 AJ2872_MARK LOGO: ILDT  
 AJ2872_PROJECTION: FLUSH
 AJ2872_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2872+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 AJ2872_ROD/PIPE-DEPTH:  4.9 meters
 AJ2872_SLEEVE-DEPTH  :  0.9 meters
 AJ2872
 AJ2872  HISTORY     - Date     Condition        Report By
 AJ2872  HISTORY     - 20000530 MONUMENTED       SECI
 AJ2872  HISTORY     - 20060911 GOOD             INDIV
 AJ2872
 AJ2872                          STATION DESCRIPTION
 AJ2872
 AJ2872'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2872'STATION IS LOCATED 1.9 MI NORTHEAST OF ISLAND LAKE, 2.5 MI
 AJ2872'NORTHWEST OF WAUCONDA IN SECTION 14, T44N, R9E.  TO REACH FROM
 AJ2872'THE JUNCTION OF US RT 12 AND IL RT 176 PROCEED NORTH ON US RT 12
 AJ2872'FOR 2.7 MI TO THE STATION LOCATED 54 FT EAST OF THE CENTERLINE OF US
 AJ2872'RT 12 WESTBOUND.  STATION IS LOCATED 0.2 MI SOUTH OF CASE RD, 331 FT
 AJ2872'NORTH OF POWERPOLE (PP), 110 FT NORTH OF PP, 113 FT SOUTH OF PP, 43
 AJ2872'FT EAST OF EDGE OF PAVEMENT, AND 2 FT WEST OF ORANGE FIBERGLASS
 AJ2872'WITNESS POST.   NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2872'CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2872'PHYSICAL TIES. (WB)
 AJ2872' 
 AJ2872' 
 AJ2872' 
 AJ2872' 
 AJ2872'
 AJ2872
 AJ2872                          STATION RECOVERY (2006)
 AJ2872
 AJ2872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TBW)
 AJ2872'ROVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2862 ***********************************************************************
 AJ2862  DESIGNATION -  LAK12 3A
 AJ2862  PID         -  AJ2862
 AJ2862  STATE/COUNTY-  IL/LAKE
 AJ2862  USGS QUAD   -  LAKE ZURICH (1993)
 AJ2862
 AJ2862                         *CURRENT SURVEY CONTROL
 AJ2862  ___________________________________________________________________
 AJ2862* NAD 83(1997)-  42 13 56.59468(N)    088 06 41.57698(W)     ADJUSTED  
 AJ2862* NAVD 88     -       260.6    (meters)     855.     (feet)  GPS OBS   
 AJ2862  ___________________________________________________________________
 AJ2862  X           -     155,866.340 (meters)                     COMP
 AJ2862  Y           -  -4,727,287.126 (meters)                     COMP
 AJ2862  Z           -   4,264,903.612 (meters)                     COMP
 AJ2862  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AJ2862  ELLIP HEIGHT-         226.72  (meters)          (02/03/05) GPS OBS
 AJ2862  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AJ2862
 AJ2862  HORZ ORDER  -  FIRST
 AJ2862  ELLP ORDER  -  FOURTH    CLASS II
 AJ2862
 AJ2862.The horizontal coordinates were established by GPS observations
 AJ2862.and adjusted by the National Geodetic Survey in April 2001..
 AJ2862
 AJ2862.The orthometric height was determined by GPS observations and a
 AJ2862.high-resolution geoid model.
 AJ2862
 AJ2862.Photographs are available for this station.
 AJ2862
 AJ2862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2862
 AJ2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2862
 AJ2862.The ellipsoidal height was determined by GPS observations
 AJ2862.and is referenced to NAD 83.
 AJ2862
 AJ2862.The geoid height was determined by GEOID03.
 AJ2862
 AJ2862;                    North         East     Units Scale Factor Converg.
 AJ2862;SPC IL E     -   617,938.337   318,307.527   MT  0.99997912   +0 08 56.7
 AJ2862;SPC IL E     - 2,027,352.69  1,044,313.94   sFT  0.99997912   +0 08 56.7
 AJ2862;UTM  16      - 4,676,176.499   408,279.275   MT  0.99970351   -0 44 49.8
 AJ2862
 AJ2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2862!SPC IL E     -   0.99996444  x   0.99997912  =   0.99994356
 AJ2862!UTM  16      -   0.99996444  x   0.99970351  =   0.99966796
 AJ2862
 AJ2862:                Primary Azimuth Mark                     Grid Az
 AJ2862:SPC IL E     -  LAK12 3B                                 177 37 44.7
 AJ2862:UTM  16      -  LAK12 3B                                 178 31 31.2
 AJ2862
 AJ2862|---------------------------------------------------------------------|
 AJ2862| PID    Reference Object                     Distance      Geod. Az  |
 AJ2862|                                                           dddmmss.s |
 AJ2862| AJ2860 LAK12 3B                            APPROX. 0.7 KM 1774641.4 |
 AJ2862|---------------------------------------------------------------------|
 AJ2862
 AJ2862                          SUPERSEDED SURVEY CONTROL
 AJ2862
 AJ2862  ELLIP H (04/23/01)  226.71   (m)                       GP(       ) 3 1
 AJ2862
 AJ2862.Superseded values are not recommended for survey control.
 AJ2862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2862.See file dsdata.txt to determine how the superseded data were derived.
 AJ2862
 AJ2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0827976176(NAD 83)
 AJ2862_MARKER: I = METAL ROD
 AJ2862_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2862_STAMPING: LAK12-3A
 AJ2862_MARK LOGO: ILDT  
 AJ2862_PROJECTION: FLUSH
 AJ2862_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2862+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 AJ2862_ROD/PIPE-DEPTH: 13.4 meters
 AJ2862_SLEEVE-DEPTH  :  0.9 meters
 AJ2862
 AJ2862  HISTORY     - Date     Condition        Report By
 AJ2862  HISTORY     - 20000530 MONUMENTED       SECI
 AJ2862  HISTORY     - 20040106 GOOD             INDIV
 AJ2862
 AJ2862                          STATION DESCRIPTION
 AJ2862
 AJ2862'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2862'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF NORTH BARRINGTON,
 AJ2862'2.0 MI NORTHWEST OF LAKE ZURICH IN SECTION 6, T43N, R10E.  TO REACH
 AJ2862'FROM THE JUNCTION OF US RT 12 AND IL RT 22 PROCEED NORTHWEST ON
 AJ2862'US RT 12 FOR 2.4 MI TO THE STATION LOCATED IN THE GRASS MEDIAN 34 FT
 AJ2862'WEST OF THE CENTERLINE OF US RT 12  WESTBOUND AND 29 FT EAST OF
 AJ2862'THE CENTERLINE OF US RT 12 EASTBOUND.  STATION IS LOCATED 0.32 MI
 AJ2862'SOUTH OF OLD MCHENRY RD, 0.10 MILES SOUTH OF TIMBERLAKE DRIVE,
 AJ2862'EAST OF ENTRANCE/EXIT TO VILLAGE BANK AND TRUST, AND 2 FT SOUTH OF
 AJ2862'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2862'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS
 AJ2862'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2862' 
 AJ2862' 
 AJ2862' 
 AJ2862' 
 AJ2862' 
 AJ2862' 
 AJ2862'
 AJ2862
 AJ2862                          STATION RECOVERY (2004)
 AJ2862
 AJ2862'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ2862'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2860 ***********************************************************************
 AJ2860  DESIGNATION -  LAK12 3B
 AJ2860  PID         -  AJ2860
 AJ2860  STATE/COUNTY-  IL/LAKE
 AJ2860  USGS QUAD   -  LAKE ZURICH (1993)
 AJ2860
 AJ2860                         *CURRENT SURVEY CONTROL
 AJ2860  ___________________________________________________________________
 AJ2860* NAD 83(1997)-  42 13 33.35987(N)    088 06 40.36410(W)     ADJUSTED  
 AJ2860* NAVD 88     -       262.4    (meters)     861.     (feet)  GPS OBS   
 AJ2860  ___________________________________________________________________
 AJ2860  X           -     155,910.063 (meters)                     COMP
 AJ2860  Y           -  -4,727,769.144 (meters)                     COMP
 AJ2860  Z           -   4,264,373.972 (meters)                     COMP
 AJ2860  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AJ2860  ELLIP HEIGHT-         228.54  (meters)          (04/23/01) GPS OBS
 AJ2860  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AJ2860
 AJ2860  HORZ ORDER  -  FIRST
 AJ2860  ELLP ORDER  -  THIRD     CLASS I
 AJ2860
 AJ2860.The horizontal coordinates were established by GPS observations
 AJ2860.and adjusted by the National Geodetic Survey in April 2001..
 AJ2860
 AJ2860.The orthometric height was determined by GPS observations and a
 AJ2860.high-resolution geoid model.
 AJ2860
 AJ2860.Photographs are available for this station.
 AJ2860
 AJ2860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2860
 AJ2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2860
 AJ2860.The ellipsoidal height was determined by GPS observations
 AJ2860.and is referenced to NAD 83.
 AJ2860
 AJ2860.The geoid height was determined by GEOID03.
 AJ2860
 AJ2860;                    North         East     Units Scale Factor Converg.
 AJ2860;SPC IL E     -   617,221.519   318,337.205   MT  0.99997914   +0 08 57.4
 AJ2860;SPC IL E     - 2,025,000.93  1,044,411.31   sFT  0.99997914   +0 08 57.4
 AJ2860;UTM  16      - 4,675,459.501   408,297.734   MT  0.99970347   -0 44 48.7
 AJ2860
 AJ2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2860!SPC IL E     -   0.99996416  x   0.99997914  =   0.99994330
 AJ2860!UTM  16      -   0.99996416  x   0.99970347  =   0.99966764
 AJ2860
 AJ2860:                Primary Azimuth Mark                     Grid Az
 AJ2860:SPC IL E     -  LAK12 3A                                 357 37 44.8
 AJ2860:UTM  16      -  LAK12 3A                                 358 31 30.9
 AJ2860
 AJ2860|---------------------------------------------------------------------|
 AJ2860| PID    Reference Object                     Distance      Geod. Az  |
 AJ2860|                                                           dddmmss.s |
 AJ2860| AJ2862 LAK12 3A                            APPROX. 0.7 KM 3574642.2 |
 AJ2860|---------------------------------------------------------------------|
 AJ2860
 AJ2860                          SUPERSEDED SURVEY CONTROL
 AJ2860
 AJ2860.No superseded survey control is available for this station.
 AJ2860
 AJ2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0829875460(NAD 83)
 AJ2860_MARKER: I = METAL ROD
 AJ2860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2860_STAMPING: LAK12-3B
 AJ2860_MARK LOGO: ILDT  
 AJ2860_PROJECTION: FLUSH
 AJ2860_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2860+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 AJ2860_ROD/PIPE-DEPTH:  6.1 meters
 AJ2860_SLEEVE-DEPTH  :  0.9 meters
 AJ2860
 AJ2860  HISTORY     - Date     Condition        Report By
 AJ2860  HISTORY     - 20000530 MONUMENTED       SECI
 AJ2860  HISTORY     - 20040106 GOOD             INDIV
 AJ2860
 AJ2860                          STATION DESCRIPTION
 AJ2860
 AJ2860'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2860'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF NORTH BARRINGTON
 AJ2860'AND  2.0 MI NORTHWEST OF LAKE ZURICH IN SECTION 7, T43N, R10E.  TO
 AJ2860'REACH FROM THE JUNCTION OF US RT 12 AND IL RT 22 PROCEED
 AJ2860'NORTHWEST ON US RT 12 FOR 2.0 MI TO THE STATION LOCATED 53 FT EAST
 AJ2860'OF THE CENTERLINE OF US RT 12 WESTBOUND.  STATION IS LOCATED 0.1 MI
 AJ2860'SOUTH OF VALENTINE CT, 215 FT NORTH OF ENTRANCE TO MOUNT SAINT
 AJ2860'JOSEPH, 99 FT NORTH OF POWERPOLE (PP), 51 FT NORTH OF PP, 82 FT
 AJ2860'SOUTH OF PP, 19 FT NORTHWEST OF 2FT X 1FT BRICK POST, 15 FT WEST
 AJ2860'OF STEEL FENCE, AND 15 FT WEST OF ORANGE FIBERGLASS WITNESS POST.
 AJ2860'NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM
 AJ2860'POINT IS 0.55 FT BELOW CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2860'(WB)
 AJ2860' 
 AJ2860' 
 AJ2860' 
 AJ2860' 
 AJ2860' 
 AJ2860'
 AJ2860
 AJ2860                          STATION RECOVERY (2004)
 AJ2860
 AJ2860'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ2860'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2893 ***********************************************************************
 AJ2893  DESIGNATION -  LAK131 1A
 AJ2893  PID         -  AJ2893
 AJ2893  STATE/COUNTY-  IL/LAKE
 AJ2893  USGS QUAD   -  WADSWORTH (1993)
 AJ2893
 AJ2893                         *CURRENT SURVEY CONTROL
 AJ2893  ___________________________________________________________________
 AJ2893* NAD 83(1997)-  42 24 57.44976(N)    087 52 39.22931(W)     ADJUSTED  
 AJ2893* NAVD 88     -       219.9    (meters)     721.     (feet)  GPS OBS   
 AJ2893  ___________________________________________________________________
 AJ2893  X           -     174,660.734 (meters)                     COMP
 AJ2893  Y           -  -4,712,859.954 (meters)                     COMP
 AJ2893  Z           -   4,279,952.340 (meters)                     COMP
 AJ2893  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AJ2893  ELLIP HEIGHT-         185.49  (meters)          (04/23/01) GPS OBS
 AJ2893  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AJ2893
 AJ2893  HORZ ORDER  -  FIRST
 AJ2893  ELLP ORDER  -  THIRD     CLASS I
 AJ2893
 AJ2893.The horizontal coordinates were established by GPS observations
 AJ2893.and adjusted by the National Geodetic Survey in April 2001..
 AJ2893
 AJ2893.The orthometric height was determined by GPS observations and a
 AJ2893.high-resolution geoid model.
 AJ2893
 AJ2893.Photographs are available for this station.
 AJ2893
 AJ2893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2893
 AJ2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2893
 AJ2893.The ellipsoidal height was determined by GPS observations
 AJ2893.and is referenced to NAD 83.
 AJ2893
 AJ2893.The geoid height was determined by GEOID03.
 AJ2893
 AJ2893;                    North         East     Units Scale Factor Converg.
 AJ2893;SPC IL E     -   638,405.625   337,513.042   MT  0.99999231   +0 18 26.7
 AJ2893;SPC IL E     - 2,094,502.45  1,107,324.04   sFT  0.99999231   +0 18 26.7
 AJ2893;UTM  16      - 4,696,334.254   427,797.241   MT  0.99966414   -0 35 31.0
 AJ2893
 AJ2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2893!SPC IL E     -   0.99997091  x   0.99999231  =   0.99996322
 AJ2893!UTM  16      -   0.99997091  x   0.99966414  =   0.99963506
 AJ2893
 AJ2893:                Primary Azimuth Mark                     Grid Az
 AJ2893:SPC IL E     -  LAK131 1B                                002 38 51.9
 AJ2893:UTM  16      -  LAK131 1B                                003 32 49.6
 AJ2893
 AJ2893|---------------------------------------------------------------------|
 AJ2893| PID    Reference Object                     Distance      Geod. Az  |
 AJ2893|                                                           dddmmss.s |
 AJ2893| AJ2895 LAK131 1B                           APPROX. 1.5 KM 0025718.6 |
 AJ2893|---------------------------------------------------------------------|
 AJ2893
 AJ2893                          SUPERSEDED SURVEY CONTROL
 AJ2893
 AJ2893.No superseded survey control is available for this station.
 AJ2893
 AJ2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2779796334(NAD 83)
 AJ2893_MARKER: I = METAL ROD
 AJ2893_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2893_STAMPING: LAK131-1A
 AJ2893_MARK LOGO: ILDT  
 AJ2893_PROJECTION: FLUSH
 AJ2893_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2893+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2005
 AJ2893_ROD/PIPE-DEPTH:  3.7 meters
 AJ2893_SLEEVE-DEPTH  :  0.9 meters
 AJ2893
 AJ2893  HISTORY     - Date     Condition        Report By
 AJ2893  HISTORY     - 20000524 MONUMENTED       SECI
 AJ2893  HISTORY     - 20040409 GOOD             INDIV
 AJ2893  HISTORY     - 20050323 GOOD             GEWALT
 AJ2893
 AJ2893                          STATION DESCRIPTION
 AJ2893
 AJ2893'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2893'STATION IS LOCATED 2.0 MI EAST OF WADSWORTH WITHIN THE CITY OF
 AJ2893'BEACH PARK IN SECTION 31, T46N, R12E.  TO REACH FROM THE JUNCTION OF
 AJ2893'IL RT 131 AND IL RT 173 PROCEED SOUTH ON IL RT 131 FOR 3.3 MI TO THE
 AJ2893'STATION LOCATED 36.5 FT EAST OF THE CENTERLINE OF IL RT 131.   STATION
 AJ2893'IS LOCATED 0.9 MI SOUTH OF WADSWORTH RD, 230 FT SOUTH OF SUDDARD
 AJ2893'ST, 101 FT NORTH OF CENTER ST, 90 FT SOUTH OF GRAVEL ENTRANCE, 5 FT
 AJ2893'WEST OF FENCE LINE, AND 5 FT WEST OF ORANGE FIBERGLASS WITNESS
 AJ2893'POST.   NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ2893'DATUM POINT IS 0.50 FT BELOW CAP. (WB)
 AJ2893' 
 AJ2893' 
 AJ2893' 
 AJ2893'
 AJ2893
 AJ2893                          STATION RECOVERY (2004)
 AJ2893
 AJ2893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ2893'RECOVERED AS DESCRIBED
 AJ2893
 AJ2893                          STATION RECOVERY (2005)
 AJ2893
 AJ2893'RECOVERY NOTE BY GEWALT-HAMILTON 2005 (DSM)
 AJ2893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2895 ***********************************************************************
 AJ2895  DESIGNATION -  LAK131 1B
 AJ2895  PID         -  AJ2895
 AJ2895  STATE/COUNTY-  IL/LAKE
 AJ2895  USGS QUAD   -  WADSWORTH (1993)
 AJ2895
 AJ2895                         *CURRENT SURVEY CONTROL
 AJ2895  ___________________________________________________________________
 AJ2895* NAD 83(1997)-  42 25 45.16112(N)    087 52 35.90462(W)     ADJUSTED  
 AJ2895* NAVD 88     -       221.8    (meters)     728.     (feet)  GPS OBS   
 AJ2895  ___________________________________________________________________
 AJ2895  X           -     174,699.953 (meters)                     COMP
 AJ2895  Y           -  -4,711,866.069 (meters)                     COMP
 AJ2895  Z           -   4,281,040.401 (meters)                     COMP
 AJ2895  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AJ2895  ELLIP HEIGHT-         187.39  (meters)          (04/23/01) GPS OBS
 AJ2895  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AJ2895
 AJ2895  HORZ ORDER  -  FIRST
 AJ2895  ELLP ORDER  -  THIRD     CLASS I
 AJ2895
 AJ2895.The horizontal coordinates were established by GPS observations
 AJ2895.and adjusted by the National Geodetic Survey in April 2001..
 AJ2895
 AJ2895.The orthometric height was determined by GPS observations and a
 AJ2895.high-resolution geoid model.
 AJ2895
 AJ2895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2895
 AJ2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2895
 AJ2895.The ellipsoidal height was determined by GPS observations
 AJ2895.and is referenced to NAD 83.
 AJ2895
 AJ2895.The geoid height was determined by GEOID03.
 AJ2895
 AJ2895;                    North         East     Units Scale Factor Converg.
 AJ2895;SPC IL E     -   639,878.181   337,581.139   MT  0.99999237   +0 18 29.2
 AJ2895;SPC IL E     - 2,099,333.67  1,107,547.45   sFT  0.99999237   +0 18 29.2
 AJ2895;UTM  16      - 4,697,805.077   427,888.416   MT  0.99966398   -0 35 29.3
 AJ2895
 AJ2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2895!SPC IL E     -   0.99997061  x   0.99999237  =   0.99996298
 AJ2895!UTM  16      -   0.99997061  x   0.99966398  =   0.99963460
 AJ2895
 AJ2895:                Primary Azimuth Mark                     Grid Az
 AJ2895:SPC IL E     -  LAK131 1A                                182 38 51.6
 AJ2895:UTM  16      -  LAK131 1A                                183 32 50.1
 AJ2895
 AJ2895|---------------------------------------------------------------------|
 AJ2895| PID    Reference Object                     Distance      Geod. Az  |
 AJ2895|                                                           dddmmss.s |
 AJ2895| AJ2893 LAK131 1A                           APPROX. 1.5 KM 1825720.8 |
 AJ2895|---------------------------------------------------------------------|
 AJ2895
 AJ2895                          SUPERSEDED SURVEY CONTROL
 AJ2895
 AJ2895.No superseded survey control is available for this station.
 AJ2895
 AJ2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2788897805(NAD 83)
 AJ2895_MARKER: I = METAL ROD
 AJ2895_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2895_STAMPING: LAK131-1B
 AJ2895_MARK LOGO: ILDT  
 AJ2895_PROJECTION: FLUSH
 AJ2895_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2895+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2004
 AJ2895_ROD/PIPE-DEPTH:  3.7 meters
 AJ2895_SLEEVE-DEPTH  :  0.9 meters
 AJ2895
 AJ2895  HISTORY     - Date     Condition        Report By
 AJ2895  HISTORY     - 20000524 MONUMENTED       SECI
 AJ2895  HISTORY     - 20040409 GOOD             INDIV
 AJ2895
 AJ2895                          STATION DESCRIPTION
 AJ2895
 AJ2895'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2895'STATION IS LOCATED 2.0 MI EAST OF WADSWORTH WITHIN THE CITY OF
 AJ2895'BEACH PARK IN SECTION 30, T46N, R12E.  TO REACH FROM THE JUNCTION OF
 AJ2895'IL RT 131 AND IL RT 173 PROCEED SOUTH ON IL RT 131 FOR 2.4 MI TO THE
 AJ2895'STATION LOCATED 45 FT WEST OF THE CENTERLINE OF IL RT 131.  STATION
 AJ2895'IS LOCATED 250 FT NORTH OF THE CENTERLINE OF WADSWORTH RD, 116.8
 AJ2895'FT SOUTH OF NATIONWIDE INSURANCE ENTRANCE, 153.6 FT NORTHWEST OF
 AJ2895'POWERPOLE (PP), 83.1 FT WEST OF PP, 18 FT SOUTH OF LIGHTPOLE, 14 FT
 AJ2895'SOUTH OF EDGE OF PAVEMENT FOR NATIONWIDE INSURARNCE PARKING
 AJ2895'LOT, 20 FT WEST OF HANDHOLE, AND 2 FT EAST OF ORANGE FIBERGLASS
 AJ2895'WITNESS POST.   NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2895'CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2895'PHYSICAL TIES. (WB)
 AJ2895' 
 AJ2895' 
 AJ2895' 
 AJ2895' 
 AJ2895'
 AJ2895
 AJ2895                          STATION RECOVERY (2004)
 AJ2895
 AJ2895'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ2895'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2886 ***********************************************************************
 AJ2886  DESIGNATION -  LAK132 1A
 AJ2886  PID         -  AJ2886
 AJ2886  STATE/COUNTY-  IL/LAKE
 AJ2886  USGS QUAD   -  ANTIOCH (1993)
 AJ2886
 AJ2886                         *CURRENT SURVEY CONTROL
 AJ2886  ___________________________________________________________________
 AJ2886* NAD 83(1997)-  42 23 09.21765(N)    088 00 13.15437(W)     ADJUSTED  
 AJ2886* NAVD 88     -       237.1    (meters)     778.     (feet)  GPS OBS   
 AJ2886  ___________________________________________________________________
 AJ2886  X           -     164,367.669 (meters)                     COMP
 AJ2886  Y           -  -4,715,496.373 (meters)                     COMP
 AJ2886  Z           -   4,277,497.873 (meters)                     COMP
 AJ2886  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AJ2886  ELLIP HEIGHT-         202.86  (meters)          (02/03/05) GPS OBS
 AJ2886  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 AJ2886
 AJ2886  HORZ ORDER  -  FIRST
 AJ2886  ELLP ORDER  -  FOURTH    CLASS II
 AJ2886
 AJ2886.The horizontal coordinates were established by GPS observations
 AJ2886.and adjusted by the National Geodetic Survey in April 2001..
 AJ2886
 AJ2886.The orthometric height was determined by GPS observations and a
 AJ2886.high-resolution geoid model.
 AJ2886
 AJ2886.Photographs are available for this station.
 AJ2886
 AJ2886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2886
 AJ2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2886
 AJ2886.The ellipsoidal height was determined by GPS observations
 AJ2886.and is referenced to NAD 83.
 AJ2886
 AJ2886.The geoid height was determined by GEOID03.
 AJ2886
 AJ2886;                    North         East     Units Scale Factor Converg.
 AJ2886;SPC IL E     -   635,018.127   327,147.870   MT  0.99998406   +0 13 20.1
 AJ2886;SPC IL E     - 2,083,388.64  1,073,317.64   sFT  0.99998406   +0 13 20.1
 AJ2886;UTM  16      - 4,693,110.836   417,383.461   MT  0.99968398   -0 40 35.8
 AJ2886
 AJ2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2886!SPC IL E     -   0.99996819  x   0.99998406  =   0.99995225
 AJ2886!UTM  16      -   0.99996819  x   0.99968398  =   0.99965218
 AJ2886
 AJ2886:                Primary Azimuth Mark                     Grid Az
 AJ2886:SPC IL E     -  LAK132 1B                                087 49 21.1
 AJ2886:UTM  16      -  LAK132 1B                                088 43 17.0
 AJ2886
 AJ2886|---------------------------------------------------------------------|
 AJ2886| PID    Reference Object                     Distance      Geod. Az  |
 AJ2886|                                                           dddmmss.s |
 AJ2886| AJ2887 LAK132 1B                           APPROX. 0.8 KM 0880241.2 |
 AJ2886|---------------------------------------------------------------------|
 AJ2886
 AJ2886                          SUPERSEDED SURVEY CONTROL
 AJ2886
 AJ2886  ELLIP H (04/23/01)  202.83   (m)                       GP(       ) 3 1
 AJ2886
 AJ2886.Superseded values are not recommended for survey control.
 AJ2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2886.See file dsdata.txt to determine how the superseded data were derived.
 AJ2886
 AJ2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1738393111(NAD 83)
 AJ2886_MARKER: I = METAL ROD
 AJ2886_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2886+WITH SETTING: INFORMATION.
 AJ2886_STAMPING: LAK132-1A
 AJ2886_MARK LOGO: ILDT  
 AJ2886_PROJECTION: FLUSH
 AJ2886_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2886+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2000
 AJ2886_ROD/PIPE-DEPTH:  2.4 meters
 AJ2886_SLEEVE-DEPTH  :  0.9 meters
 AJ2886
 AJ2886  HISTORY     - Date     Condition        Report By
 AJ2886  HISTORY     - 20000523 MONUMENTED       SECI
 AJ2886
 AJ2886                          STATION DESCRIPTION
 AJ2886
 AJ2886'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2886'STATION IS LOCATED 3.8 MI SOUTH OF OLD MILL CREEK WITHIN THE CITY OF
 AJ2886'GURNEE IN SECTION 18, T45N, R11E.  TO REACH FROM THE JUNCTION OF IL
 AJ2886'RT 132 AND US RT 45 PROCEED EAST ON IL RT 132 FOR 100 FT TO THE
 AJ2886'STATION LOCATED 43 FT SOUTH OF THE CENTERLINE OF IL RT 132 AND 18.7
 AJ2886'FT SOUTH OF OF BACK OF CURB OF IL RT 132. STATION IS LOCATED 204 FT
 AJ2886'NORTHEAST OF POWERPOLE (PP), 113 FT NORTHEAST OF PP, 59.7 FT
 AJ2886'NORTHEAST OF PP, 91 FT NORTH OF ENTRANCE TO COUNTRY GARDENS
 AJ2886'NURSERY, 59 FT NORTHEAST OF IBT MANHOLE, 55 FT SOUTHEAST OF STORM
 AJ2886'MANHOLE, AND 59.7 FT NORTHEAST OF ORANGE FIBERGLASS WITNESS
 AJ2886'POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ2886'DATUM POINT IS 0.60 FT BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL
 AJ2886'AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2886' 
 AJ2886' 
 AJ2886' 
 AJ2886' 
 AJ2886'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2887 ***********************************************************************
 AJ2887  DESIGNATION -  LAK132 1B
 AJ2887  PID         -  AJ2887
 AJ2887  STATE/COUNTY-  IL/LAKE
 AJ2887  USGS QUAD   -  WADSWORTH (1993)
 AJ2887
 AJ2887                         *CURRENT SURVEY CONTROL
 AJ2887  ___________________________________________________________________
 AJ2887* NAD 83(1997)-  42 23 10.08551(N)    087 59 38.80567(W)     ADJUSTED  
 AJ2887* NAVD 88     -       233.8    (meters)     767.     (feet)  GPS OBS   
 AJ2887  ___________________________________________________________________
 AJ2887  X           -     165,152.208 (meters)                     COMP
 AJ2887  Y           -  -4,715,448.451 (meters)                     COMP
 AJ2887  Z           -   4,277,515.421 (meters)                     COMP
 AJ2887  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AJ2887  ELLIP HEIGHT-         199.55  (meters)          (04/23/01) GPS OBS
 AJ2887  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AJ2887
 AJ2887  HORZ ORDER  -  FIRST
 AJ2887  ELLP ORDER  -  THIRD     CLASS I
 AJ2887
 AJ2887.The horizontal coordinates were established by GPS observations
 AJ2887.and adjusted by the National Geodetic Survey in April 2001..
 AJ2887
 AJ2887.The orthometric height was determined by GPS observations and a
 AJ2887.high-resolution geoid model.
 AJ2887
 AJ2887.Photographs are available for this station.
 AJ2887
 AJ2887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2887
 AJ2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2887
 AJ2887.The ellipsoidal height was determined by GPS observations
 AJ2887.and is referenced to NAD 83.
 AJ2887
 AJ2887.The geoid height was determined by GEOID03.
 AJ2887
 AJ2887;                    North         East     Units Scale Factor Converg.
 AJ2887;SPC IL E     -   635,047.996   327,933.455   MT  0.99998460   +0 13 43.2
 AJ2887;SPC IL E     - 2,083,486.63  1,075,895.01   sFT  0.99998460   +0 13 43.2
 AJ2887;UTM  16      - 4,693,128.373   418,169.181   MT  0.99968239   -0 40 12.7
 AJ2887
 AJ2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2887!SPC IL E     -   0.99996870  x   0.99998460  =   0.99995331
 AJ2887!UTM  16      -   0.99996870  x   0.99968239  =   0.99965110
 AJ2887
 AJ2887:                Primary Azimuth Mark                     Grid Az
 AJ2887:SPC IL E     -  LAK132 1A                                267 49 21.2
 AJ2887:UTM  16      -  LAK132 1A                                268 43 17.1
 AJ2887
 AJ2887|---------------------------------------------------------------------|
 AJ2887| PID    Reference Object                     Distance      Geod. Az  |
 AJ2887|                                                           dddmmss.s |
 AJ2887| AJ2886 LAK132 1A                           APPROX. 0.8 KM 2680304.4 |
 AJ2887|---------------------------------------------------------------------|
 AJ2887
 AJ2887                          SUPERSEDED SURVEY CONTROL
 AJ2887
 AJ2887.No superseded survey control is available for this station.
 AJ2887
 AJ2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1816993128(NAD 83)
 AJ2887_MARKER: I = METAL ROD
 AJ2887_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2887_STAMPING: LAK132-1B
 AJ2887_MARK LOGO: ILDT  
 AJ2887_PROJECTION: FLUSH
 AJ2887_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2887+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2000
 AJ2887_ROD/PIPE-DEPTH:  3.7 meters
 AJ2887_SLEEVE-DEPTH  :  0.9 meters
 AJ2887
 AJ2887  HISTORY     - Date     Condition        Report By
 AJ2887  HISTORY     - 20000523 MONUMENTED       SECI
 AJ2887
 AJ2887                          STATION DESCRIPTION
 AJ2887
 AJ2887'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2887'STATION IS LOCATED WITHIN THE CITY OF GURNEE IN SECTION 7, T45N,
 AJ2887'R11E.  TO REACH FROM THE JUNCTION OF IL RT 132 AND US RT 45 PROCEED
 AJ2887'EAST ON IL RT 132 FOR 0.5 MI TO THE STATION LOCATED 84 FT NORTH OF
 AJ2887'THE CENTERLINE OF IL RT 132.  STATION IS 0.10 MI WEST OF GRANWOOD
 AJ2887'DRIVE IN FRONT OF THE CELOZZI FORD DEALERSHIP. STATION IS LOCATED
 AJ2887'8.8 FT EAST OF BACK OF CURB, 158 NORTH OF PK NAIL IN POWERPOLE, 162 FT
 AJ2887'NORTH NORTHWEST OF PK NAIL IN 12 IN DECIDUOUS TREE, AND 164 FT
 AJ2887'WEST OF CENTERLINE OF GRAVEL DRIVEWAY. STATION IS 2.0 FEET SOUTH
 AJ2887'OF  ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2887'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.60 FT BELOW CAP.  PK NAILS
 AJ2887'WERE SET IN WOOD PHYSICAL TIES.
 AJ2887' 
 AJ2887' 
 AJ2887' 
 AJ2887'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2875 ***********************************************************************
 AJ2875  DESIGNATION -  LAK137 1A
 AJ2875  PID         -  AJ2875
 AJ2875  STATE/COUNTY-  IL/LAKE
 AJ2875  USGS QUAD   -  LIBERTYVILLE (1993)
 AJ2875
 AJ2875                         *CURRENT SURVEY CONTROL
 AJ2875  ___________________________________________________________________
 AJ2875* NAD 83(1997)-  42 18 32.18483(N)    087 53 24.09628(W)     ADJUSTED  
 AJ2875* NAVD 88     -       215.7    (meters)     708.     (feet)  GPS OBS   
 AJ2875  ___________________________________________________________________
 AJ2875  X           -     173,930.397 (meters)                     COMP
 AJ2875  Y           -  -4,720,899.828 (meters)                     COMP
 AJ2875  Z           -   4,271,165.741 (meters)                     COMP
 AJ2875  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AJ2875  ELLIP HEIGHT-         181.58  (meters)          (04/23/01) GPS OBS
 AJ2875  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 AJ2875
 AJ2875  HORZ ORDER  -  FIRST
 AJ2875  ELLP ORDER  -  THIRD     CLASS I
 AJ2875
 AJ2875.The horizontal coordinates were established by GPS observations
 AJ2875.and adjusted by the National Geodetic Survey in April 2001..
 AJ2875
 AJ2875.The orthometric height was determined by GPS observations and a
 AJ2875.high-resolution geoid model.
 AJ2875
 AJ2875.Photographs are available for this station.
 AJ2875
 AJ2875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2875
 AJ2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2875
 AJ2875.The ellipsoidal height was determined by GPS observations
 AJ2875.and is referenced to NAD 83.
 AJ2875
 AJ2875.The geoid height was determined by GEOID03.
 AJ2875
 AJ2875;                    North         East     Units Scale Factor Converg.
 AJ2875;SPC IL E     -   626,512.861   336,549.219   MT  0.99999143   +0 17 54.3
 AJ2875;SPC IL E     - 2,055,484.28  1,104,161.90   sFT  0.99999143   +0 17 54.3
 AJ2875;UTM  16      - 4,684,461.946   426,647.430   MT  0.99966620   -0 35 56.9
 AJ2875
 AJ2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2875!SPC IL E     -   0.99997152  x   0.99999143  =   0.99996295
 AJ2875!UTM  16      -   0.99997152  x   0.99966620  =   0.99963773
 AJ2875
 AJ2875:                Primary Azimuth Mark                     Grid Az
 AJ2875:SPC IL E     -  LAK137 1B                                088 14 11.4
 AJ2875:UTM  16      -  LAK137 1B                                089 08 02.6
 AJ2875
 AJ2875|---------------------------------------------------------------------|
 AJ2875| PID    Reference Object                     Distance      Geod. Az  |
 AJ2875|                                                           dddmmss.s |
 AJ2875| AJ2876 LAK137 1B                           APPROX. 0.6 KM 0883205.7 |
 AJ2875|---------------------------------------------------------------------|
 AJ2875
 AJ2875                          SUPERSEDED SURVEY CONTROL
 AJ2875
 AJ2875.No superseded survey control is available for this station.
 AJ2875
 AJ2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2664784462(NAD 83)
 AJ2875_MARKER: I = METAL ROD
 AJ2875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2875_STAMPING: LAK137-1A
 AJ2875_MARK LOGO: ILDT  
 AJ2875_PROJECTION: FLUSH
 AJ2875_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2875+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2000
 AJ2875_ROD/PIPE-DEPTH:  3.7 meters
 AJ2875_SLEEVE-DEPTH  :  0.9 meters
 AJ2875
 AJ2875  HISTORY     - Date     Condition        Report By
 AJ2875  HISTORY     - 20000519 MONUMENTED       SECI
 AJ2875
 AJ2875                          STATION DESCRIPTION
 AJ2875
 AJ2875'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2875'STATION IS LOCATED APPROXIMATELY 3.4 MI NORTHWEST OF LAKE BLUFF,
 AJ2875'4.5 MI NORTHEAST OF LIBERTYVILLE IN SECTION 9, T46N, R12E.  TO REACH
 AJ2875'FROM THE JUNCTION OF IL RT 43 AND IL RT 137 PROCEED EAST ON IL RT 137
 AJ2875'0.2 MI TO THE STATION LOCATED IN GRASS MEDIAN 35 FT SOUTH OF THE
 AJ2875'CENTERLINE OF IL RT 137 WESTBOUND.  STATION IS 133 FT SOUTHEAST OF
 AJ2875'24 IN ELM TREE, 83.8 FT SOUTHEAST OF MANHOLE, 58.3 FT SOUTHWEST OF
 AJ2875'INLET, 12 FT NORTH OF INLET, 85.2 FT NORTH OF POWERPOLE, 85 FT EAST
 AJ2875'OF EDGE OF CONCRETE MEDIAN, AND 2.0 FT WEST OF AN ORANGE
 AJ2875'FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2875'INCH LOGO CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  PK NAILS WERE SET
 AJ2875'IN WOOD PHYSICAL TIES. (WB)
 AJ2875' 
 AJ2875' 
 AJ2875' 
 AJ2875' 
 AJ2875'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2876 ***********************************************************************
 AJ2876  DESIGNATION -  LAK137 1B
 AJ2876  PID         -  AJ2876
 AJ2876  STATE/COUNTY-  IL/LAKE
 AJ2876  USGS QUAD   -  LIBERTYVILLE (1993)
 AJ2876
 AJ2876                         *CURRENT SURVEY CONTROL
 AJ2876  ___________________________________________________________________
 AJ2876* NAD 83(1997)-  42 18 32.68579(N)    087 52 57.66284(W)     ADJUSTED  
 AJ2876* NAVD 88     -       213.6    (meters)     701.     (feet)  GPS OBS   
 AJ2876  ___________________________________________________________________
 AJ2876  X           -     174,534.950 (meters)                     COMP
 AJ2876  Y           -  -4,720,865.512 (meters)                     COMP
 AJ2876  Z           -   4,271,175.725 (meters)                     COMP
 AJ2876  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AJ2876  ELLIP HEIGHT-         179.43  (meters)          (04/23/01) GPS OBS
 AJ2876  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 AJ2876
 AJ2876  HORZ ORDER  -  FIRST
 AJ2876  ELLP ORDER  -  THIRD     CLASS I
 AJ2876
 AJ2876.The horizontal coordinates were established by GPS observations
 AJ2876.and adjusted by the National Geodetic Survey in April 2001..
 AJ2876
 AJ2876.The orthometric height was determined by GPS observations and a
 AJ2876.high-resolution geoid model.
 AJ2876
 AJ2876.Photographs are available for this station.
 AJ2876
 AJ2876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2876
 AJ2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2876
 AJ2876.The ellipsoidal height was determined by GPS observations
 AJ2876.and is referenced to NAD 83.
 AJ2876
 AJ2876.The geoid height was determined by GEOID03.
 AJ2876
 AJ2876;                    North         East     Units Scale Factor Converg.
 AJ2876;SPC IL E     -   626,531.497   337,154.514   MT  0.99999198   +0 18 12.1
 AJ2876;SPC IL E     - 2,055,545.42  1,106,147.77   sFT  0.99999198   +0 18 12.1
 AJ2876;UTM  16      - 4,684,471.095   427,252.745   MT  0.99966511   -0 35 39.1
 AJ2876
 AJ2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2876!SPC IL E     -   0.99997186  x   0.99999198  =   0.99996384
 AJ2876!UTM  16      -   0.99997186  x   0.99966511  =   0.99963698
 AJ2876
 AJ2876:                Primary Azimuth Mark                     Grid Az
 AJ2876:SPC IL E     -  LAK137 1A                                268 14 11.4
 AJ2876:UTM  16      -  LAK137 1A                                269 08 02.6
 AJ2876
 AJ2876|---------------------------------------------------------------------|
 AJ2876| PID    Reference Object                     Distance      Geod. Az  |
 AJ2876|                                                           dddmmss.s |
 AJ2876| AJ2875 LAK137 1A                           APPROX. 0.6 KM 2683223.5 |
 AJ2876|---------------------------------------------------------------------|
 AJ2876
 AJ2876                          SUPERSEDED SURVEY CONTROL
 AJ2876
 AJ2876.No superseded survey control is available for this station.
 AJ2876
 AJ2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2725384471(NAD 83)
 AJ2876_MARKER: I = METAL ROD
 AJ2876_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2876_STAMPING: LAK137-1B
 AJ2876_MARK LOGO: ILDT  
 AJ2876_PROJECTION: FLUSH
 AJ2876_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2876+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2000
 AJ2876_ROD/PIPE-DEPTH:  3.7 meters
 AJ2876_SLEEVE-DEPTH  :  0.9 meters
 AJ2876
 AJ2876  HISTORY     - Date     Condition        Report By
 AJ2876  HISTORY     - 20000523 MONUMENTED       SECI
 AJ2876
 AJ2876                          STATION DESCRIPTION
 AJ2876
 AJ2876'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2876'STATION IS LOCATED APPROXIMATELY 3.1 MI NORTHWEST OF LAKE BLUFF,
 AJ2876'4.9 MI NORTHEAST OF LIBERTYVILLE IN SECTION 9, T49N, R12E.  TO REACH
 AJ2876'FROM THE JUNCTION OF IL RT 43 AND IL RT 137 PROCEED EAST ON IL RT 137
 AJ2876'0.6 MI TO THE STATION LOCATED 66 FT NORTH OF THE CENTERLINE OF IL RT
 AJ2876'137 WESTBOUND.  STATION IS 0.3 MI WEST OF IL RT 41, 106.9 FT WEST OF
 AJ2876'POWERPOLE (PP), 171 FT EAST OF PP, 34 FT NORTH OF MANHOLE, 40.8 FT
 AJ2876'NORTHWEST OF INLET, 34 FT NORTHWEST OF LIGHTPOLE, AND 2.0 FT
 AJ2876'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO
 AJ2876'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.25 FT BELOW
 AJ2876'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2876' 
 AJ2876' 
 AJ2876'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2905 ***********************************************************************
 AJ2905  DESIGNATION -  LAK137 2A
 AJ2905  PID         -  AJ2905
 AJ2905  STATE/COUNTY-  IL/LAKE
 AJ2905  USGS QUAD   -  ZION (1993)
 AJ2905
 AJ2905                         *CURRENT SURVEY CONTROL
 AJ2905  ___________________________________________________________________
 AJ2905* NAD 83(1997)-  42 28 26.92472(N)    087 49 27.93966(W)     ADJUSTED  
 AJ2905* NAVD 88     -       194.8    (meters)     639.     (feet)  GPS OBS   
 AJ2905  ___________________________________________________________________
 AJ2905  X           -     178,865.050 (meters)                     COMP
 AJ2905  Y           -  -4,708,318.211 (meters)                     COMP
 AJ2905  Z           -   4,284,705.078 (meters)                     COMP
 AJ2905  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AJ2905  ELLIP HEIGHT-         160.26  (meters)          (04/23/01) GPS OBS
 AJ2905  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AJ2905
 AJ2905  HORZ ORDER  -  FIRST
 AJ2905  ELLP ORDER  -  THIRD     CLASS I
 AJ2905
 AJ2905.The horizontal coordinates were established by GPS observations
 AJ2905.and adjusted by the National Geodetic Survey in April 2001..
 AJ2905
 AJ2905.The orthometric height was determined by GPS observations and a
 AJ2905.high-resolution geoid model.
 AJ2905
 AJ2905.Photographs are available for this station.
 AJ2905
 AJ2905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2905
 AJ2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2905
 AJ2905.The ellipsoidal height was determined by GPS observations
 AJ2905.and is referenced to NAD 83.
 AJ2905
 AJ2905.The geoid height was determined by GEOID03.
 AJ2905
 AJ2905;                    North         East     Units Scale Factor Converg.
 AJ2905;SPC IL E     -   644,893.899   341,847.774   MT  0.99999654   +0 20 37.1
 AJ2905;SPC IL E     - 2,115,789.40  1,121,545.57   sFT  0.99999654   +0 20 37.1
 AJ2905;UTM  16      - 4,702,751.506   432,231.855   MT  0.99965650   -0 33 24.2
 AJ2905
 AJ2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2905!SPC IL E     -   0.99997487  x   0.99999654  =   0.99997141
 AJ2905!UTM  16      -   0.99997487  x   0.99965650  =   0.99963138
 AJ2905
 AJ2905:                Primary Azimuth Mark                     Grid Az
 AJ2905:SPC IL E     -  LAK137 2B                                005 38 11.2
 AJ2905:UTM  16      -  LAK137 2B                                006 32 12.5
 AJ2905
 AJ2905|---------------------------------------------------------------------|
 AJ2905| PID    Reference Object                     Distance      Geod. Az  |
 AJ2905|                                                           dddmmss.s |
 AJ2905| AJ2912 LAK137 2B                           APPROX. 0.7 KM 0055848.3 |
 AJ2905|---------------------------------------------------------------------|
 AJ2905
 AJ2905                          SUPERSEDED SURVEY CONTROL
 AJ2905
 AJ2905.No superseded survey control is available for this station.
 AJ2905
 AJ2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3223202752(NAD 83)
 AJ2905_MARKER: I = METAL ROD
 AJ2905_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2905_STAMPING: LAK137-2A
 AJ2905_MARK LOGO: ILDT  
 AJ2905_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2905_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2905+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2000
 AJ2905_ROD/PIPE-DEPTH:  6.1 meters
 AJ2905_SLEEVE-DEPTH  :  0.9 meters
 AJ2905
 AJ2905  HISTORY     - Date     Condition        Report By
 AJ2905  HISTORY     - 20000525 MONUMENTED       SECI
 AJ2905
 AJ2905                          STATION DESCRIPTION
 AJ2905
 AJ2905'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2905'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF  WINTHROP HARBOR,
 AJ2905'1.6 MI NORTH OF ZION IN SECTION 9, T46N, R12E.  TO REACH FROM THE
 AJ2905'JUNCTION OF IL RT 137 AND IL RT 173 PROCEED NORTH ON IL RT 137 FOR 1.0
 AJ2905'MI TO THE STATION LOCATED 34.2 FT EAST OF THE CENTERLINE OF IL RT 137.
 AJ2905'STATION IS LOCATED 300 FT SOUTH OF 11TH ST, 300 FT NORTH OF 12TH
 AJ2905'ST, 160FT SOUTH OF ENTRANCE TO CHENEY'S AUTO CENTER, 60.5 FT SOUTH
 AJ2905'OF BITUMINOUS DRIVEWAY, 44FT NORTH OF CENTERLINE OF DRIVEWAY TO
 AJ2905'ADDRESS 1128,  111 FT SOUTHEAST OF POWERPOLE (PP), 103 FT
 AJ2905'NORTHEAST OF PP, 64.2 FT SOUTHEAST OF MANHOLE, 7 FT EAST OF
 AJ2905'BACK-OF-CURB, 4 FT EAST OF BIKE PATH, AND 97 FT SOUTH OF ORANGE
 AJ2905'FIBERGLASS WITNESS POST.   NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2905'INCH LOGO CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET
 AJ2905'IN WOOD PHYSICAL TIES. (WB)
 AJ2905' 
 AJ2905' 
 AJ2905' 
 AJ2905' 
 AJ2905' 
 AJ2905'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2912 ***********************************************************************
 AJ2912  DESIGNATION -  LAK137 2B
 AJ2912  PID         -  AJ2912
 AJ2912  STATE/COUNTY-  IL/LAKE
 AJ2912  USGS QUAD   -  ZION (1993)
 AJ2912
 AJ2912                         *CURRENT SURVEY CONTROL
 AJ2912  ___________________________________________________________________
 AJ2912* NAD 83(1997)-  42 28 47.91377(N)    087 49 24.96936(W)     ADJUSTED  
 AJ2912* NAVD 88     -       192.8    (meters)     633.     (feet)  GPS OBS   
 AJ2912  ___________________________________________________________________
 AJ2912  X           -     178,916.187 (meters)                     COMP
 AJ2912  Y           -  -4,707,877.122 (meters)                     COMP
 AJ2912  Z           -   4,285,181.414 (meters)                     COMP
 AJ2912  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AJ2912  ELLIP HEIGHT-         158.27  (meters)          (04/23/01) GPS OBS
 AJ2912  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AJ2912
 AJ2912  HORZ ORDER  -  FIRST
 AJ2912  ELLP ORDER  -  THIRD     CLASS I
 AJ2912
 AJ2912.The horizontal coordinates were established by GPS observations
 AJ2912.and adjusted by the National Geodetic Survey in April 2001..
 AJ2912
 AJ2912.The orthometric height was determined by GPS observations and a
 AJ2912.high-resolution geoid model.
 AJ2912
 AJ2912.Photographs are available for this station.
 AJ2912
 AJ2912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2912
 AJ2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2912
 AJ2912.The ellipsoidal height was determined by GPS observations
 AJ2912.and is referenced to NAD 83.
 AJ2912
 AJ2912.The geoid height was determined by GEOID03.
 AJ2912
 AJ2912;                    North         East     Units Scale Factor Converg.
 AJ2912;SPC IL E     -   645,541.936   341,911.731   MT  0.99999660   +0 20 39.3
 AJ2912;SPC IL E     - 2,117,915.50  1,121,755.40   sFT  0.99999660   +0 20 39.3
 AJ2912;UTM  16      - 4,703,398.238   432,305.962   MT  0.99965638   -0 33 22.4
 AJ2912
 AJ2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2912!SPC IL E     -   0.99997518  x   0.99999660  =   0.99997178
 AJ2912!UTM  16      -   0.99997518  x   0.99965638  =   0.99963157
 AJ2912
 AJ2912:                Primary Azimuth Mark                     Grid Az
 AJ2912:SPC IL E     -  LAK137 2A                                185 38 11.0
 AJ2912:UTM  16      -  LAK137 2A                                186 32 12.7
 AJ2912
 AJ2912|---------------------------------------------------------------------|
 AJ2912| PID    Reference Object                     Distance      Geod. Az  |
 AJ2912|                                                           dddmmss.s |
 AJ2912| AJ2905 LAK137 2A                           APPROX. 0.7 KM 1855850.3 |
 AJ2912|---------------------------------------------------------------------|
 AJ2912
 AJ2912                          SUPERSEDED SURVEY CONTROL
 AJ2912
 AJ2912.No superseded survey control is available for this station.
 AJ2912
 AJ2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN3230603398(NAD 83)
 AJ2912_MARKER: I = METAL ROD
 AJ2912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2912_STAMPING: LAK137-2B
 AJ2912_MARK LOGO: ILDT  
 AJ2912_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2912_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2912+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2000
 AJ2912_ROD/PIPE-DEPTH:  4.9 meters
 AJ2912_SLEEVE-DEPTH  :  0.9 meters
 AJ2912
 AJ2912  HISTORY     - Date     Condition        Report By
 AJ2912  HISTORY     - 20000525 MONUMENTED       SECI
 AJ2912
 AJ2912                          STATION DESCRIPTION
 AJ2912
 AJ2912'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2912'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF WINTHROP HARBOR,
 AJ2912'2.2 MI NORTH OF ZION IN SECTION 9, T46N, R12E.  TO REACH FROM THE
 AJ2912'JUNCTION OF IL RT 137 AND IL RT 173 PROCEED NORTH ON IL RT 137 FOR
 AJ2912'1.35 MI TO THE STATION LOCATED 42 FT WEST OF THE CENTERLINE OF IL RT
 AJ2912'137.  STATION IS LOCATED 0.1 MI NORTH OF 9TH ST, 223 FT SOUTH OF 8TH
 AJ2912'ST, 41.8 NORTH OF CENTERLINE OF ENTRANCE TO WINTHROP HARBOR FIRE
 AJ2912'DEPARTMENT, 14FT WEST OF BACK OF CURB, 174 FT EAST OF POWERPOLE
 AJ2912'(PP), 154 FT NORTHWEST OF PP, 76 FT WEST OF PP, 18FT EAST OF MORGAN
 AJ2912'WILLIAMS PARK SIGN, AND 18 FT EAST OF ORANGE FIBERGLASS WITNESS
 AJ2912'POST.   NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ2912'DATUM POINT IS 0.60 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2912'PHYSICAL TIES. (WB)
 AJ2912' 
 AJ2912' 
 AJ2912' 
 AJ2912' 
 AJ2912'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2856 ***********************************************************************
 AJ2856  DESIGNATION -  LAK14 1A
 AJ2856  PID         -  AJ2856
 AJ2856  STATE/COUNTY-  IL/LAKE
 AJ2856  USGS QUAD   -  BARRINGTON (1983)
 AJ2856
 AJ2856                         *CURRENT SURVEY CONTROL
 AJ2856  ___________________________________________________________________
 AJ2856* NAD 83(1997)-  42 11 00.69460(N)    088 11 26.24678(W)     ADJUSTED  
 AJ2856* NAVD 88     -       243.6    (meters)     799.     (feet)  GPS OBS   
 AJ2856  ___________________________________________________________________
 AJ2856  X           -     149,456.714 (meters)                     COMP
 AJ2856  Y           -  -4,731,129.741 (meters)                     COMP
 AJ2856  Z           -   4,260,871.991 (meters)                     COMP
 AJ2856  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AJ2856  ELLIP HEIGHT-         209.79  (meters)          (02/03/05) GPS OBS
 AJ2856  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AJ2856
 AJ2856  HORZ ORDER  -  FIRST
 AJ2856  ELLP ORDER  -  FOURTH    CLASS II
 AJ2856
 AJ2856.The horizontal coordinates were established by GPS observations
 AJ2856.and adjusted by the National Geodetic Survey in April 2001..
 AJ2856
 AJ2856.The orthometric height was determined by GPS observations and a
 AJ2856.high-resolution geoid model.
 AJ2856
 AJ2856.Photographs are available for this station.
 AJ2856
 AJ2856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2856
 AJ2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2856
 AJ2856.The ellipsoidal height was determined by GPS observations
 AJ2856.and is referenced to NAD 83.
 AJ2856
 AJ2856.The geoid height was determined by GEOID03.
 AJ2856
 AJ2856;                    North         East     Units Scale Factor Converg.
 AJ2856;SPC IL E     -   612,497.152   311,789.240   MT  0.99997671   +0 05 45.0
 AJ2856;SPC IL E     - 2,009,501.07  1,022,928.53   sFT  0.99997671   +0 05 45.0
 AJ2856;UTM  16      - 4,670,839.312   401,678.476   MT  0.99971895   -0 47 58.5
 AJ2856
 AJ2856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2856!SPC IL E     -   0.99996710  x   0.99997671  =   0.99994381
 AJ2856!UTM  16      -   0.99996710  x   0.99971895  =   0.99968606
 AJ2856
 AJ2856:                Primary Azimuth Mark                     Grid Az
 AJ2856:SPC IL E     -  LAK14 1B                                 125 54 13.9
 AJ2856:UTM  16      -  LAK14 1B                                 126 47 57.4
 AJ2856
 AJ2856|---------------------------------------------------------------------|
 AJ2856| PID    Reference Object                     Distance      Geod. Az  |
 AJ2856|                                                           dddmmss.s |
 AJ2856| AJ2850 LAK14 1B                            APPROX. 1.5 KM 1255958.9 |
 AJ2856|---------------------------------------------------------------------|
 AJ2856
 AJ2856                          SUPERSEDED SURVEY CONTROL
 AJ2856
 AJ2856  ELLIP H (04/23/01)  209.80   (m)                       GP(       ) 3 1
 AJ2856
 AJ2856.Superseded values are not recommended for survey control.
 AJ2856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2856.See file dsdata.txt to determine how the superseded data were derived.
 AJ2856
 AJ2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0167870839(NAD 83)
 AJ2856_MARKER: I = METAL ROD
 AJ2856_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2856_STAMPING: LAK14-1A
 AJ2856_MARK LOGO: ILDT  
 AJ2856_PROJECTION: FLUSH
 AJ2856_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2856+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2000
 AJ2856_ROD/PIPE-DEPTH:  6.1 meters
 AJ2856_SLEEVE-DEPTH  :  0.9 meters
 AJ2856
 AJ2856  HISTORY     - Date     Condition        Report By
 AJ2856  HISTORY     - 20000519 MONUMENTED       SECI
 AJ2856
 AJ2856                          STATION DESCRIPTION
 AJ2856
 AJ2856'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2856'STATION IS LOCATED WITHIN THE CITY OF LAKE BARRINGTON ,
 AJ2856'3.7 MI SOUTHWEST OF NORTH BARRINGTON IN SECTION 21, T43N, R9E.  TO
 AJ2856'REACH FROM THE JUNCTION OF IL RT 59 AND US RT 14 PROCEED
 AJ2856'NORTHWEST ON IL RT 14 FOR 3.2 MI TO THE STATION LOCATED IN THE
 AJ2856'SOUTHEAST GRASS MEDIAN OF INTERSECTION US RT 14 AND KELSEY/PLUM
 AJ2856'TREE RD.  STATION IS LOCATED 212 FT WEST OF POWERPOLE (PP), 109.5 FT
 AJ2856'SOUTHWEST OF PP, 153.7 FT SOUTH OF PP, 66 FT SOUTHEAST OF
 AJ2856'EDGE-OF-PAVEMENT OF KELSEY RD, 36 FT SOUTHWEST OF CENTERLINE OF
 AJ2856'US RT 14 WESTBOUND, 27.5 FT NORTHEAST OF CENTERLINE OF US RT 14
 AJ2856'EASTBOUND, 20.6 FT WEST OF DO NOT ENTER SIGN, AND 2 FT SOUTHEAST
 AJ2856'OF ORANGE FIBERGLASS WITNESS POST.   NOTE - ACCESS TO DATUM POINT
 AJ2856'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS
 AJ2856'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2856' 
 AJ2856' 
 AJ2856' 
 AJ2856' 
 AJ2856'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2850 ***********************************************************************
 AJ2850  DESIGNATION -  LAK14 1B
 AJ2850  PID         -  AJ2850
 AJ2850  STATE/COUNTY-  IL/LAKE
 AJ2850  USGS QUAD   -  BARRINGTON (1983)
 AJ2850
 AJ2850                         *CURRENT SURVEY CONTROL
 AJ2850  ___________________________________________________________________
 AJ2850* NAD 83(1997)-  42 10 32.18555(N)    088 10 33.49954(W)     ADJUSTED  
 AJ2850* NAVD 88     -       238.2    (meters)     781.     (feet)  GPS OBS   
 AJ2850  ___________________________________________________________________
 AJ2850  X           -     150,685.256 (meters)                     COMP
 AJ2850  Y           -  -4,731,677.791 (meters)                     COMP
 AJ2850  Z           -   4,260,216.554 (meters)                     COMP
 AJ2850  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AJ2850  ELLIP HEIGHT-         204.48  (meters)          (04/23/01) GPS OBS
 AJ2850  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AJ2850
 AJ2850  HORZ ORDER  -  FIRST
 AJ2850  ELLP ORDER  -  THIRD     CLASS I
 AJ2850
 AJ2850.The horizontal coordinates were established by GPS observations
 AJ2850.and adjusted by the National Geodetic Survey in April 2001..
 AJ2850
 AJ2850.The orthometric height was determined by GPS observations and a
 AJ2850.high-resolution geoid model.
 AJ2850
 AJ2850.Photographs are available for this station.
 AJ2850
 AJ2850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2850
 AJ2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2850
 AJ2850.The ellipsoidal height was determined by GPS observations
 AJ2850.and is referenced to NAD 83.
 AJ2850
 AJ2850.The geoid height was determined by GEOID03.
 AJ2850
 AJ2850;                    North         East     Units Scale Factor Converg.
 AJ2850;SPC IL E     -   611,619.665   313,001.268   MT  0.99997708   +0 06 20.4
 AJ2850;SPC IL E     - 2,006,622.18  1,026,904.99   sFT  0.99997708   +0 06 20.4
 AJ2850;UTM  16      - 4,669,943.226   402,876.334   MT  0.99971607   -0 47 22.6
 AJ2850
 AJ2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2850!SPC IL E     -   0.99996793  x   0.99997708  =   0.99994501
 AJ2850!UTM  16      -   0.99996793  x   0.99971607  =   0.99968401
 AJ2850
 AJ2850:                Primary Azimuth Mark                     Grid Az
 AJ2850:SPC IL E     -  LAK14 1A                                 305 54 13.9
 AJ2850:UTM  16      -  LAK14 1A                                 306 47 56.9
 AJ2850
 AJ2850|---------------------------------------------------------------------|
 AJ2850| PID    Reference Object                     Distance      Geod. Az  |
 AJ2850|                                                           dddmmss.s |
 AJ2850| AJ2856 LAK14 1A                            APPROX. 1.5 KM 3060034.3 |
 AJ2850|---------------------------------------------------------------------|
 AJ2850
 AJ2850                          SUPERSEDED SURVEY CONTROL
 AJ2850
 AJ2850.No superseded survey control is available for this station.
 AJ2850
 AJ2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0287669943(NAD 83)
 AJ2850_MARKER: I = METAL ROD
 AJ2850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2850_STAMPING: LAK14-1B
 AJ2850_MARK LOGO: ILDT  
 AJ2850_PROJECTION: FLUSH
 AJ2850_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2850+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2000
 AJ2850_ROD/PIPE-DEPTH: 13.4 meters
 AJ2850_SLEEVE-DEPTH  :  0.9 meters
 AJ2850
 AJ2850  HISTORY     - Date     Condition        Report By
 AJ2850  HISTORY     - 20000519 MONUMENTED       SECI
 AJ2850
 AJ2850                          STATION DESCRIPTION
 AJ2850
 AJ2850'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2850'STATION IS LOCATED WITHIN THE CITY OF BARRINGTON HILLS,
 AJ2850'3.4 MI SOUTHWEST OF NORTH BARRINGTON IN SECTION 27, T43N, R9E.  TO
 AJ2850'REACH FROM THE JUNCTION OF IL RT 59 AND US RT 14 PROCEED
 AJ2850'NORTHWEST ON US RT 14 FOR 2.4 MI TO THE STATION LOCATED IN THE
 AJ2850'SOUTHWEST CORNER OF INTERSECTION OF US RT 14 AND CUBA RD.
 AJ2850'STATION IS LOCATED 0.9 MILES SOUTHEAST OF KELSEY RD, 68 FT
 AJ2850'SOUTHWEST OF EDGE-OF-PAVEMENT OF US RT 14, 48.9 FT NORTHWEST OF
 AJ2850'CENTERLINE OF CUBA RD, 149.8 FT NORTHWEST OF POWERPOLE (PP), 78.8
 AJ2850'FT NORTHEAST OF PP, 124 FT EAST OF PP, 86.5 FT WEST OF
 AJ2850'STOP SIGN, 48 FT NORTHEAST OF CENTERLINE OF RAILROAD TRACKS, AND 6
 AJ2850'FT NORTHEAST OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ2850'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.55 FT BELOW
 AJ2850'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2850' 
 AJ2850' 
 AJ2850' 
 AJ2850' 
 AJ2850' 
 AJ2850' 
 AJ2850'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2910 ***********************************************************************
 AJ2910  DESIGNATION -  LAK173 1A
 AJ2910  PID         -  AJ2910
 AJ2910  STATE/COUNTY-  IL/LAKE
 AJ2910  USGS QUAD   -  FOX LAKE (1993)
 AJ2910
 AJ2910                         *CURRENT SURVEY CONTROL
 AJ2910  ___________________________________________________________________
 AJ2910* NAD 83(1997)-  42 28 40.16969(N)    088 10 06.97598(W)     ADJUSTED  
 AJ2910* NAVD 88     -       229.4    (meters)     753.     (feet)  GPS OBS   
 AJ2910  ___________________________________________________________________
 AJ2910  X           -     150,571.044 (meters)                     COMP
 AJ2910  Y           -  -4,709,057.530 (meters)                     COMP
 AJ2910  Z           -   4,285,030.040 (meters)                     COMP
 AJ2910  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AJ2910  ELLIP HEIGHT-         195.09  (meters)          (04/23/01) GPS OBS
 AJ2910  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AJ2910
 AJ2910  HORZ ORDER  -  FIRST
 AJ2910  ELLP ORDER  -  THIRD     CLASS I
 AJ2910
 AJ2910.The horizontal coordinates were established by GPS observations
 AJ2910.and adjusted by the National Geodetic Survey in April 2001..
 AJ2910
 AJ2910.The orthometric height was determined by GPS observations and a
 AJ2910.high-resolution geoid model.
 AJ2910
 AJ2910.Photographs are available for this station.
 AJ2910
 AJ2910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2910
 AJ2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2910
 AJ2910.The ellipsoidal height was determined by GPS observations
 AJ2910.and is referenced to NAD 83.
 AJ2910
 AJ2910.The geoid height was determined by GEOID03.
 AJ2910
 AJ2910;                    North         East     Units Scale Factor Converg.
 AJ2910;SPC IL E     -   645,190.232   313,544.999   MT  0.99997726   +0 06 40.5
 AJ2910;SPC IL E     - 2,116,761.62  1,028,688.88   sFT  0.99997726   +0 06 40.5
 AJ2910;UTM  16      - 4,703,492.345   403,945.773   MT  0.99971352   -0 47 21.2
 AJ2910
 AJ2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2910!SPC IL E     -   0.99996940  x   0.99997726  =   0.99994667
 AJ2910!UTM  16      -   0.99996940  x   0.99971352  =   0.99968293
 AJ2910
 AJ2910:                Primary Azimuth Mark                     Grid Az
 AJ2910:SPC IL E     -  LAK173 1B                                095 28 48.9
 AJ2910:UTM  16      -  LAK173 1B                                096 22 50.6
 AJ2910
 AJ2910|---------------------------------------------------------------------|
 AJ2910| PID    Reference Object                     Distance      Geod. Az  |
 AJ2910|                                                           dddmmss.s |
 AJ2910| AJ2911 LAK173 1B                           APPROX. 0.6 KM 0953529.4 |
 AJ2910|---------------------------------------------------------------------|
 AJ2910
 AJ2910                          SUPERSEDED SURVEY CONTROL
 AJ2910
 AJ2910.No superseded survey control is available for this station.
 AJ2910
 AJ2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0394603492(NAD 83)
 AJ2910_MARKER: I = METAL ROD
 AJ2910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2910_STAMPING: LAK173-1A
 AJ2910_MARK LOGO: ILDT  
 AJ2910_PROJECTION: FLUSH
 AJ2910_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2910+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 AJ2910_ROD/PIPE-DEPTH:  3.7 meters
 AJ2910_SLEEVE-DEPTH  :  0.9 meters
 AJ2910
 AJ2910  HISTORY     - Date     Condition        Report By
 AJ2910  HISTORY     - 20000526 MONUMENTED       SECI
 AJ2910  HISTORY     - 20040403 GOOD             USPSQD
 AJ2910
 AJ2910                          STATION DESCRIPTION
 AJ2910
 AJ2910'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2910'STATION IS LOCATED 4.3 MI WEST OF ANTIOCH, 3.3 MI NORTH OF FOX LAKE,
 AJ2910'1.5 MI SOUTH OF WISCONSIN/ILLINOIS BORDER IN SECTION 10, T46N, R9E.
 AJ2910'TO REACH FROM THE JUNCTION OF IL RT 173 AND IL RT 59 PROCEED WEST
 AJ2910'ON IL RT 173 FOR 3.7 MI TO THE STATION LOCATED 39 FT SOUTH OF THE
 AJ2910'CENTERLINE OF IL RT 173.  STATION IS LOCATED 0.25 MI EAST OF
 AJ2910'CHAIN-O-LAKES STATE PARK ENTRANCE (OAK POINT), 260 FT WEST OF FIELD
 AJ2910'ENTRANCE, 250 FT EAST OF BITUMINOUS DRIVE TO ADRESS 27536, 250 FT
 AJ2910'EAST OF END OF GUARDRAIL, 127 FT SOUTHEAST OF POWERPOLE (PP), 120
 AJ2910'FT SOUTHWEST OF PP, 3 FT NORTH OF BARBWIRE FENCE, AND 3 FT NORTH
 AJ2910'OF ORANGE FIBERGLASS WITNESS POST. STATION IS ACROSS RT 173 FROM
 AJ2910'BRICK RANCH HOUSE ON HILL.  NOTE - ACCESS TO DATUM POINT
 AJ2910'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  PK NAILS
 AJ2910'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2910' 
 AJ2910' 
 AJ2910' 
 AJ2910' 
 AJ2910'
 AJ2910
 AJ2910                          STATION RECOVERY (2004)
 AJ2910
 AJ2910'RECOVERY NOTE BY US POWER SQUADRON 2004 (GB)
 AJ2910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2911 ***********************************************************************
 AJ2911  DESIGNATION -  LAK173 1B
 AJ2911  PID         -  AJ2911
 AJ2911  STATE/COUNTY-  IL/LAKE
 AJ2911  USGS QUAD   -  FOX LAKE (1993)
 AJ2911
 AJ2911                         *CURRENT SURVEY CONTROL
 AJ2911  ___________________________________________________________________
 AJ2911* NAD 83(1997)-  42 28 38.27704(N)    088 09 40.87148(W)     ADJUSTED  
 AJ2911* NAVD 88     -       229.2    (meters)     752.     (feet)  GPS OBS   
 AJ2911  ___________________________________________________________________
 AJ2911  X           -     151,168.274 (meters)                     COMP
 AJ2911  Y           -  -4,709,077.737 (meters)                     COMP
 AJ2911  Z           -   4,284,986.858 (meters)                     COMP
 AJ2911  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AJ2911  ELLIP HEIGHT-         194.93  (meters)          (04/23/01) GPS OBS
 AJ2911  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AJ2911
 AJ2911  HORZ ORDER  -  FIRST
 AJ2911  ELLP ORDER  -  THIRD     CLASS I
 AJ2911
 AJ2911.The horizontal coordinates were established by GPS observations
 AJ2911.and adjusted by the National Geodetic Survey in April 2001..
 AJ2911
 AJ2911.The orthometric height was determined by GPS observations and a
 AJ2911.high-resolution geoid model.
 AJ2911
 AJ2911.Photographs are available for this station.
 AJ2911
 AJ2911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2911
 AJ2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2911
 AJ2911.The ellipsoidal height was determined by GPS observations
 AJ2911.and is referenced to NAD 83.
 AJ2911
 AJ2911.The geoid height was determined by GEOID03.
 AJ2911
 AJ2911;                    North         East     Units Scale Factor Converg.
 AJ2911;SPC IL E     -   645,133.016   314,141.359   MT  0.99997746   +0 06 58.1
 AJ2911;SPC IL E     - 2,116,573.90  1,030,645.44   sFT  0.99997746   +0 06 58.1
 AJ2911;UTM  16      - 4,703,425.782   404,541.003   MT  0.99971211   -0 47 03.5
 AJ2911
 AJ2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2911!SPC IL E     -   0.99996943  x   0.99997746  =   0.99994689
 AJ2911!UTM  16      -   0.99996943  x   0.99971211  =   0.99968155
 AJ2911
 AJ2911:                Primary Azimuth Mark                     Grid Az
 AJ2911:SPC IL E     -  LAK173 1A                                275 28 48.9
 AJ2911:UTM  16      -  LAK173 1A                                276 22 50.5
 AJ2911
 AJ2911|---------------------------------------------------------------------|
 AJ2911| PID    Reference Object                     Distance      Geod. Az  |
 AJ2911|                                                           dddmmss.s |
 AJ2911| AJ2910 LAK173 1A                           APPROX. 0.6 KM 2753547.0 |
 AJ2911|---------------------------------------------------------------------|
 AJ2911
 AJ2911                          SUPERSEDED SURVEY CONTROL
 AJ2911
 AJ2911.No superseded survey control is available for this station.
 AJ2911
 AJ2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN0454103426(NAD 83)
 AJ2911_MARKER: I = METAL ROD
 AJ2911_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2911+WITH SETTING: INFORMATION.
 AJ2911_STAMPING: LAK173-1B
 AJ2911_MARK LOGO: ILDT  
 AJ2911_PROJECTION: FLUSH
 AJ2911_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2911+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 AJ2911_ROD/PIPE-DEPTH:  2.4 meters
 AJ2911_SLEEVE-DEPTH  :  0.9 meters
 AJ2911
 AJ2911  HISTORY     - Date     Condition        Report By
 AJ2911  HISTORY     - 20000526 MONUMENTED       SECI
 AJ2911  HISTORY     - 20040403 GOOD             USPSQD
 AJ2911
 AJ2911                          STATION DESCRIPTION
 AJ2911
 AJ2911'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2911'STATION IS LOCATED 3.7 MI WEST OF ANTIOCH, 3.4 MI NORTH OF FOX LAKE,
 AJ2911'1.4 MI SOUTH OF WISCONSIN/ILLINOIS BORDER IN SECTION 10, T46N, R9E.
 AJ2911'TO REACH FROM THE JUNCTION OF IL RT 173 AND IL RT 59 PROCEED WEST
 AJ2911'ON IL RT 173 FOR 3.2 MI TO THE STATION LOCATED 40 FT NORTH OF THE
 AJ2911'CENTERLINE OF IL RT 173.  STATION IS LOCATED 330 FT EAST OF AGGREGATE
 AJ2911'DRIVE(WELLS LANE) FOR ADDRESS 27166, 27244, 27240, 27270, 135 FT WEST
 AJ2911'OF PEDERSEN LANE, 142 FT NORTHWEST OF POWERPOLE (PP), 94.5 FT
 AJ2911'NORTHEAST OF PP, 45 FT EAST OF UTILITY BOX, AND 1 FT SOUTH OF
 AJ2911'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2911'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.50 FT BELOW CAP.  THE ROD
 AJ2911'WAS DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2911'PHYSICAL TIES. (WB)
 AJ2911' 
 AJ2911' 
 AJ2911' 
 AJ2911' 
 AJ2911' 
 AJ2911'
 AJ2911
 AJ2911                          STATION RECOVERY (2004)
 AJ2911
 AJ2911'RECOVERY NOTE BY US POWER SQUADRON 2004 (GB)
 AJ2911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2897 ***********************************************************************
 AJ2897  DESIGNATION -  LAK173 2A
 AJ2897  PID         -  AJ2897
 AJ2897  STATE/COUNTY-  IL/LAKE
 AJ2897  USGS QUAD   -  WADSWORTH (1993)
 AJ2897
 AJ2897                         *CURRENT SURVEY CONTROL
 AJ2897  ___________________________________________________________________
 AJ2897* NAD 83(1997)-  42 27 53.68136(N)    087 54 49.11878(W)     ADJUSTED  
 AJ2897* NAVD 88     -       221.1    (meters)     725.     (feet)  GPS OBS   
 AJ2897  ___________________________________________________________________
 AJ2897  X           -     171,559.343 (meters)                     COMP
 AJ2897  Y           -  -4,709,302.639 (meters)                     COMP
 AJ2897  Z           -   4,283,966.248 (meters)                     COMP
 AJ2897  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AJ2897  ELLIP HEIGHT-         186.67  (meters)          (04/23/01) GPS OBS
 AJ2897  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AJ2897
 AJ2897  HORZ ORDER  -  FIRST
 AJ2897  ELLP ORDER  -  THIRD     CLASS I
 AJ2897
 AJ2897.The horizontal coordinates were established by GPS observations
 AJ2897.and adjusted by the National Geodetic Survey in April 2001..
 AJ2897
 AJ2897.The orthometric height was determined by GPS observations and a
 AJ2897.high-resolution geoid model.
 AJ2897
 AJ2897.Photographs are available for this station.
 AJ2897
 AJ2897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2897
 AJ2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2897
 AJ2897.The ellipsoidal height was determined by GPS observations
 AJ2897.and is referenced to NAD 83.
 AJ2897
 AJ2897.The geoid height was determined by GEOID03.
 AJ2897
 AJ2897;                    North         East     Units Scale Factor Converg.
 AJ2897;SPC IL E     -   643,828.013   334,516.487   MT  0.99998965   +0 17 00.1
 AJ2897;SPC IL E     - 2,112,292.41  1,097,492.84   sFT  0.99998965   +0 17 00.1
 AJ2897;UTM  16      - 4,701,801.258   424,887.151   MT  0.99966941   -0 37 00.7
 AJ2897
 AJ2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2897!SPC IL E     -   0.99997072  x   0.99998965  =   0.99996038
 AJ2897!UTM  16      -   0.99997072  x   0.99966941  =   0.99964014
 AJ2897
 AJ2897:                Primary Azimuth Mark                     Grid Az
 AJ2897:SPC IL E     -  LAK173 2B                                088 55 45.9
 AJ2897:UTM  16      -  LAK173 2B                                089 49 46.7
 AJ2897
 AJ2897|---------------------------------------------------------------------|
 AJ2897| PID    Reference Object                     Distance      Geod. Az  |
 AJ2897|                                                           dddmmss.s |
 AJ2897| AJ2898 LAK173 2B                           APPROX. 1.0 KM 0891246.0 |
 AJ2897|---------------------------------------------------------------------|
 AJ2897
 AJ2897                          SUPERSEDED SURVEY CONTROL
 AJ2897
 AJ2897.No superseded survey control is available for this station.
 AJ2897
 AJ2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2488701801(NAD 83)
 AJ2897_MARKER: I = METAL ROD
 AJ2897_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2897+WITH SETTING: INFORMATION.
 AJ2897_STAMPING: LAK173-2A
 AJ2897_MARK LOGO: ILDT  
 AJ2897_PROJECTION: FLUSH
 AJ2897_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2897+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2000
 AJ2897_ROD/PIPE-DEPTH:  2.4 meters
 AJ2897_SLEEVE-DEPTH  :  0.9 meters
 AJ2897
 AJ2897  HISTORY     - Date     Condition        Report By
 AJ2897  HISTORY     - 20000530 MONUMENTED       SECI
 AJ2897
 AJ2897                          STATION DESCRIPTION
 AJ2897
 AJ2897'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2897'STATION IS LOCATED 2.7 MI NORTH OF WADSWORTH, 4.3 MI WEST OF ZION
 AJ2897'IN SECTION 14, T46N, R11E.  TO REACH FROM THE JUNCTION OF IL RT 173
 AJ2897'AND IL RT 131 PROCEED WEST ON IL RT 173 FOR 1.7 MI TO THE STATION
 AJ2897'LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF IL RT 173
 AJ2897'AND KILBOURNE RD.  STATION IS LOCATED 42.6 FT SOUTH OF CENTERLINE
 AJ2897'OF IL RT 173, 86.5 FT WEST OF CENTERLINE OF KILBOURNE RD, 91.1 FT
 AJ2897'SOUTH OF POWERPOLE (PP), 60.7 FT NORTHWEST OF PP, 43.5 FT WEST OF
 AJ2897'PP,  23.8 FT WEST OF R.O.W. MARKER, AND 2 FT NORTH OF ORANGE
 AJ2897'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2897'INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  THE ROD WAS
 AJ2897'DRIVEN TO REFUSAL AND ANCHORED.   PK NAILS WERE SET IN WOOD
 AJ2897'PHYSICAL TIES. (WB)
 AJ2897' 
 AJ2897' 
 AJ2897' 
 AJ2897' 
 AJ2897' 
 AJ2897'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2898 ***********************************************************************
 AJ2898  DESIGNATION -  LAK173 2B
 AJ2898  PID         -  AJ2898
 AJ2898  STATE/COUNTY-  IL/LAKE
 AJ2898  USGS QUAD   -  WADSWORTH (1993)
 AJ2898
 AJ2898                         *CURRENT SURVEY CONTROL
 AJ2898  ___________________________________________________________________
 AJ2898* NAD 83(1997)-  42 27 54.12283(N)    087 54 05.49797(W)     ADJUSTED  
 AJ2898* NAVD 88     -       214.9    (meters)     705.     (feet)  GPS OBS   
 AJ2898  ___________________________________________________________________
 AJ2898  X           -     172,554.755 (meters)                     COMP
 AJ2898  Y           -  -4,709,252.439 (meters)                     COMP
 AJ2898  Z           -   4,283,972.064 (meters)                     COMP
 AJ2898  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AJ2898  ELLIP HEIGHT-         180.40  (meters)          (04/23/01) GPS OBS
 AJ2898  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AJ2898
 AJ2898  HORZ ORDER  -  FIRST
 AJ2898  ELLP ORDER  -  THIRD     CLASS I
 AJ2898
 AJ2898.The horizontal coordinates were established by GPS observations
 AJ2898.and adjusted by the National Geodetic Survey in April 2001..
 AJ2898
 AJ2898.The orthometric height was determined by GPS observations and a
 AJ2898.high-resolution geoid model.
 AJ2898
 AJ2898.Photographs are available for this station.
 AJ2898
 AJ2898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2898
 AJ2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2898
 AJ2898.The ellipsoidal height was determined by GPS observations
 AJ2898.and is referenced to NAD 83.
 AJ2898
 AJ2898.The geoid height was determined by GEOID03.
 AJ2898
 AJ2898;                    North         East     Units Scale Factor Converg.
 AJ2898;SPC IL E     -   643,846.634   335,512.948   MT  0.99999051   +0 17 29.5
 AJ2898;SPC IL E     - 2,112,353.50  1,100,762.06   sFT  0.99999051   +0 17 29.5
 AJ2898;UTM  16      - 4,701,804.220   425,883.461   MT  0.99966759   -0 36 31.3
 AJ2898
 AJ2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2898!SPC IL E     -   0.99997171  x   0.99999051  =   0.99996222
 AJ2898!UTM  16      -   0.99997171  x   0.99966759  =   0.99963931
 AJ2898
 AJ2898:                Primary Azimuth Mark                     Grid Az
 AJ2898:SPC IL E     -  LAK173 2A                                268 55 45.9
 AJ2898:UTM  16      -  LAK173 2A                                269 49 46.7
 AJ2898
 AJ2898|---------------------------------------------------------------------|
 AJ2898| PID    Reference Object                     Distance      Geod. Az  |
 AJ2898|                                                           dddmmss.s |
 AJ2898| AJ2897 LAK173 2A                           APPROX. 1.0 KM 2691315.4 |
 AJ2898|---------------------------------------------------------------------|
 AJ2898
 AJ2898                          SUPERSEDED SURVEY CONTROL
 AJ2898
 AJ2898.No superseded survey control is available for this station.
 AJ2898
 AJ2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN2588301804(NAD 83)
 AJ2898_MARKER: I = METAL ROD
 AJ2898_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2898+WITH SETTING: INFORMATION.
 AJ2898_STAMPING: LAK173-2B
 AJ2898_MARK LOGO: ILDT  
 AJ2898_PROJECTION: FLUSH
 AJ2898_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2898+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2000
 AJ2898_ROD/PIPE-DEPTH:  2.4 meters
 AJ2898_SLEEVE-DEPTH  :  0.9 meters
 AJ2898
 AJ2898  HISTORY     - Date     Condition        Report By
 AJ2898  HISTORY     - 20000530 MONUMENTED       SECI
 AJ2898
 AJ2898                          STATION DESCRIPTION
 AJ2898
 AJ2898'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2898'STATION IS LOCATED 2.9 MI NORTH OF WADSWORTH, 3.6 MI WEST OF ZION
 AJ2898'IN SECTION 13, T46N, R11E.  TO REACH FROM THE JUNCTION OF IL RT 173
 AJ2898'AND IL RT 131 PROCEED WEST ON IL RT 173 FOR 0.9 MI TO THE STATION
 AJ2898'LOCATED 46.2 FT NORTH OF THE CENTERLINE OF IL RT 173.  STATION IS
 AJ2898'LOCATED 0.1 MI EAST OF DELANY RD, 105 FT WEST OF POWERPOLE (PP), 72.5
 AJ2898'FT EAST OF PP, 77.3 FT EAST OF BITUMINOUS DRIVE TO ADDRESS 13921, 27
 AJ2898'FT NORTH OF EDGE-OF-PAVEMENT OF IL RT 173, AND 2 FT SOUTH OF ORANGE
 AJ2898'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2898'INCH LOGO CAP.  DATUM POINT IS 0.60 FT BELOW CAP.  THE ROD WAS
 AJ2898'DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2898'PHYSICAL TIES. (WB)
 AJ2898' 
 AJ2898' 
 AJ2898' 
 AJ2898' 
 AJ2898' 
 AJ2898'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2861 ***********************************************************************
 AJ2861  DESIGNATION -  LAK21 1A
 AJ2861  PID         -  AJ2861
 AJ2861  STATE/COUNTY-  IL/LAKE
 AJ2861  USGS QUAD   -  WHEELING (1993)
 AJ2861
 AJ2861                         *CURRENT SURVEY CONTROL
 AJ2861  ___________________________________________________________________
 AJ2861* NAD 83(1997)-  42 13 19.76556(N)    087 56 20.92092(W)     ADJUSTED  
 AJ2861* NAVD 88     -       204.1    (meters)     670.     (feet)  GPS OBS   
 AJ2861  ___________________________________________________________________
 AJ2861  X           -     170,116.096 (meters)                     COMP
 AJ2861  Y           -  -4,727,518.052 (meters)                     COMP
 AJ2861  Z           -   4,264,024.063 (meters)                     COMP
 AJ2861  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 AJ2861  ELLIP HEIGHT-         170.08  (meters)          (02/03/05) GPS OBS
 AJ2861  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AJ2861
 AJ2861  HORZ ORDER  -  FIRST
 AJ2861  ELLP ORDER  -  FOURTH    CLASS II
 AJ2861
 AJ2861.The horizontal coordinates were established by GPS observations
 AJ2861.and adjusted by the National Geodetic Survey in April 2001..
 AJ2861
 AJ2861.The orthometric height was determined by GPS observations and a
 AJ2861.high-resolution geoid model.
 AJ2861
 AJ2861.Photographs are available for this station.
 AJ2861
 AJ2861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2861
 AJ2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2861
 AJ2861.The ellipsoidal height was determined by GPS observations
 AJ2861.and is referenced to NAD 83.
 AJ2861
 AJ2861.The geoid height was determined by GEOID03.
 AJ2861
 AJ2861;                    North         East     Units Scale Factor Converg.
 AJ2861;SPC IL E     -   616,853.422   332,544.198   MT  0.99998803   +0 15 53.6
 AJ2861;SPC IL E     - 2,023,793.27  1,091,022.09   sFT  0.99998803   +0 15 53.6
 AJ2861;UTM  16      - 4,674,869.441   422,493.045   MT  0.99967391   -0 37 52.1
 AJ2861
 AJ2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2861!SPC IL E     -   0.99997333  x   0.99998803  =   0.99996136
 AJ2861!UTM  16      -   0.99997333  x   0.99967391  =   0.99964724
 AJ2861
 AJ2861:                Primary Azimuth Mark                     Grid Az
 AJ2861:SPC IL E     -  LAK21 1B                                 339 36 28.2
 AJ2861:UTM  16      -  LAK21 1B                                 340 30 13.9
 AJ2861
 AJ2861|---------------------------------------------------------------------|
 AJ2861| PID    Reference Object                     Distance      Geod. Az  |
 AJ2861|                                                           dddmmss.s |
 AJ2861| AJ2863 LAK21 1B                            APPROX. 0.6 KM 3395221.8 |
 AJ2861|---------------------------------------------------------------------|
 AJ2861
 AJ2861                          SUPERSEDED SURVEY CONTROL
 AJ2861
 AJ2861  ELLIP H (04/23/01)  170.07   (m)                       GP(       ) 3 1
 AJ2861
 AJ2861.Superseded values are not recommended for survey control.
 AJ2861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2861.See file dsdata.txt to determine how the superseded data were derived.
 AJ2861
 AJ2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2249374869(NAD 83)
 AJ2861_MARKER: I = METAL ROD
 AJ2861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2861_STAMPING: LAK21-1A
 AJ2861_MARK LOGO: ILDT  
 AJ2861_PROJECTION: FLUSH
 AJ2861_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2861+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 AJ2861_ROD/PIPE-DEPTH:  3.7 meters
 AJ2861_SLEEVE-DEPTH  :  0.9 meters
 AJ2861
 AJ2861  HISTORY     - Date     Condition        Report By
 AJ2861  HISTORY     - 20000522 MONUMENTED       SECI
 AJ2861  HISTORY     - 20010515 GOOD             SECI
 AJ2861  HISTORY     - 20040106 GOOD             INDIV
 AJ2861
 AJ2861                          STATION DESCRIPTION
 AJ2861
 AJ2861'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2861'STATION IS LOCATED WITHIN THE CITY OF VERNON HILLS APPROXIMATELY
 AJ2861'3.4 MI NORTHWEST OF LINCOLNSHIRE, 3.5 MI SOUTHEAST OF LIBERTYVILLE
 AJ2861'IN SECTION 10, T43N, R11E. STATION IS IN THE CITY LIMITS OF VERNON
 AJ2861'HILLS.  TO REACH FROM THE INTERSECTION OF IL RT 60 AND IL RT 21
 AJ2861'PROCEED SOUTH ON IL RT 21 FOR 1.2 MI TO STATION LOCATED EAST OF
 AJ2861'AMERICAN HOTEL REGISTER BUILDING, 0.1 MI NORTH OF THE ENTRANCE, 0.8
 AJ2861'MI SOUTH OF EXECUTIVE DRIVE AND 31 FT WEST OF BACK OF CURB OF IL RT
 AJ2861'21.  STATION IS LOCATED 181.6 FT NORTH OF POWERPOLE (PP), 137 FT
 AJ2861'NORTHWEST OF PP, 118.5 FT WEST OF PP, 57.7 FT NORTHWEST OF STORM
 AJ2861'MANHOLE, 58 FT SOUTHWEST OF INLET, 54 FT SOUTH-SOUTHWEST OF
 AJ2861'STORM MANHOLE, 3.5 FT EAST OF CONCRETE SIDEWALK, AND 2 FT EAST OF
 AJ2861'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ2861'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.4 FT BELOW CAP.  PK NAILS
 AJ2861'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2861' 
 AJ2861' 
 AJ2861' 
 AJ2861'
 AJ2861
 AJ2861                          STATION RECOVERY (2001)
 AJ2861
 AJ2861'RECOVERY NOTE BY SMITH ENG CONS INC 2001 (RJW)
 AJ2861'STATION IS LOCATED 1.2 MILES SOUTH OF INTERSECTION OF IL RTE 60 AND IL
 AJ2861'RTE 21(MILWAUKEE AVE)AND 0.10 MILES SOUTH OF ENTRANCE TO AMERICAN
 AJ2861'HOTEL REGISTER BUILDING ACROSS IL RTE 21 FROM ADDRESS 24729.  STATION
 AJ2861'IS LOCATED 31 FT WEST OF BACK OF CURB OF IL RTE 21, 3.5 FT EAST OF
 AJ2861'CONCRETE SIDEWALK, AND 181.6 FT NORTH OF POWERPOLE.
 AJ2861
 AJ2861                          STATION RECOVERY (2004)
 AJ2861
 AJ2861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TBW)
 AJ2861'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2863 ***********************************************************************
 AJ2863  DESIGNATION -  LAK21 1B
 AJ2863  PID         -  AJ2863
 AJ2863  STATE/COUNTY-  IL/LAKE
 AJ2863  USGS QUAD   -  WHEELING (1993)
 AJ2863
 AJ2863                         *CURRENT SURVEY CONTROL
 AJ2863  ___________________________________________________________________
 AJ2863* NAD 83(1997)-  42 13 38.01012(N)    087 56 29.91749(W)     ADJUSTED  
 AJ2863* NAVD 88     -       203.6    (meters)     668.     (feet)  GPS OBS   
 AJ2863  ___________________________________________________________________
 AJ2863  X           -     169,896.298 (meters)                     COMP
 AJ2863  Y           -  -4,727,147.055 (meters)                     COMP
 AJ2863  Z           -   4,264,440.633 (meters)                     COMP
 AJ2863  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AJ2863  ELLIP HEIGHT-         169.63  (meters)          (02/03/05) GPS OBS
 AJ2863  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AJ2863
 AJ2863  HORZ ORDER  -  FIRST
 AJ2863  ELLP ORDER  -  FOURTH    CLASS II
 AJ2863
 AJ2863.The horizontal coordinates were established by GPS observations
 AJ2863.and adjusted by the National Geodetic Survey in April 2001..
 AJ2863
 AJ2863.The orthometric height was determined by GPS observations and a
 AJ2863.high-resolution geoid model.
 AJ2863
 AJ2863.Photographs are available for this station.
 AJ2863
 AJ2863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2863
 AJ2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2863
 AJ2863.The ellipsoidal height was determined by GPS observations
 AJ2863.and is referenced to NAD 83.
 AJ2863
 AJ2863.The geoid height was determined by GEOID03.
 AJ2863
 AJ2863;                    North         East     Units Scale Factor Converg.
 AJ2863;SPC IL E     -   617,415.393   332,335.290   MT  0.99998786   +0 15 47.7
 AJ2863;SPC IL E     - 2,025,637.00  1,090,336.70   sFT  0.99998786   +0 15 47.7
 AJ2863;UTM  16      - 4,675,434.433   422,293.014   MT  0.99967430   -0 37 58.4
 AJ2863
 AJ2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2863!SPC IL E     -   0.99997340  x   0.99998786  =   0.99996126
 AJ2863!UTM  16      -   0.99997340  x   0.99967430  =   0.99964771
 AJ2863
 AJ2863:                Primary Azimuth Mark                     Grid Az
 AJ2863:SPC IL E     -  LAK21 1A                                 159 36 28.0
 AJ2863:UTM  16      -  LAK21 1A                                 160 30 14.1
 AJ2863
 AJ2863|---------------------------------------------------------------------|
 AJ2863| PID    Reference Object                     Distance      Geod. Az  |
 AJ2863|                                                           dddmmss.s |
 AJ2863| AJ2861 LAK21 1A                            APPROX. 0.6 KM 1595215.7 |
 AJ2863|---------------------------------------------------------------------|
 AJ2863
 AJ2863                          SUPERSEDED SURVEY CONTROL
 AJ2863
 AJ2863  ELLIP H (04/23/01)  169.64   (m)                       GP(       ) 3 1
 AJ2863
 AJ2863.Superseded values are not recommended for survey control.
 AJ2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2863.See file dsdata.txt to determine how the superseded data were derived.
 AJ2863
 AJ2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2229375434(NAD 83)
 AJ2863_MARKER: I = METAL ROD
 AJ2863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2863_STAMPING: LAK21-1B
 AJ2863_MARK LOGO: ILDT  
 AJ2863_PROJECTION: FLUSH
 AJ2863_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2863+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 AJ2863_ROD/PIPE-DEPTH:  3.7 meters
 AJ2863_SLEEVE-DEPTH  :  0.9 meters
 AJ2863
 AJ2863  HISTORY     - Date     Condition        Report By
 AJ2863  HISTORY     - 20000523 MONUMENTED       SECI
 AJ2863  HISTORY     - 20040308 GOOD             SECI
 AJ2863  HISTORY     - 20050313 GOOD             USPSQD
 AJ2863
 AJ2863                          STATION DESCRIPTION
 AJ2863
 AJ2863'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2863'STATION IS LOCATED WITHIN THE CITY OF VERNON HILLS APPROXIMATELY
 AJ2863'3.85 MI NORTHWEST OF LINCOLNSHIRE, 3.0 MI SOUTHEAST OF LIBERTYVILLE
 AJ2863'IN SECTION 3, T43N, R11E.  STATION IS IN THE CITY LIMITS OF VERNON
 AJ2863'HILLS.
 AJ2863'TO REACH FROM THE JUNCTION OF IL RT 60 AND IL RT 21 PROCEED SOUTH
 AJ2863'ON IL RT 21 0.9 MI TO THE STATION LOCATED 37 FT WEST OF THE BACK OF
 AJ2863'CURB OF IL RT 21.  STATION IS 218 FT SOUTH OF A SANITARY MANHOLE,
 AJ2863'121.5
 AJ2863'NORTHWEST OF A SANITARY MANHOLE, 29 FT SOUTHWEST OF TCI CABLE
 AJ2863'BOX, 3.5 FT WEST OF CONCRETE SIDEWALK, AND 2.0 FT EAST OF AN ORANGE
 AJ2863'FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2863'INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP. (WB)
 AJ2863' 
 AJ2863' 
 AJ2863' 
 AJ2863'
 AJ2863
 AJ2863                          STATION RECOVERY (2004)
 AJ2863
 AJ2863'RECOVERY NOTE BY SMITH ENG CONS INC 2004 (RJW)
 AJ2863'STATION IS LOCATED WITHIN THE CITY OF VERNON HILLS APPROXIMATELY  3.85
 AJ2863'MI NORTHWEST OF LINCOLNSHIRE, 3.0 MI SOUTHEAST OF LIBERTYVILLE  IN
 AJ2863'SECTION 3, T43N, R11E.  STATION IS IN THE CITY LIMITS OF VERNON HILLS.
 AJ2863'TO REACH FROM THE JUNCTION OF IL RT 60 AND IL RT 21 PROCEED SOUTH  ON
 AJ2863'IL RT 21 0.9 MI TO THE STATION LOCATED 37 FT WEST OF THE BACK OF  CURB
 AJ2863'OF IL RT 21.  STATION IS 218 FT SOUTH OF A SANITARY MANHOLE, 121.5
 AJ2863'NORTHWEST OF A SANITARY MANHOLE, 29 FT SOUTHWEST OF TCI CABLE  BOX,
 AJ2863'3.5 FT WEST OF CONCRETE SIDEWALK, AND 2.0 FT EAST OF AN ORANGE
 AJ2863'FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6  INCH
 AJ2863'LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP. (RJW)
 AJ2863
 AJ2863                          STATION RECOVERY (2005)
 AJ2863
 AJ2863'RECOVERY NOTE BY US POWER SQUADRON 2005 (MS)
 AJ2863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2864 ***********************************************************************
 AJ2864  DESIGNATION -  LAK41 1
 AJ2864  PID         -  AJ2864
 AJ2864  STATE/COUNTY-  IL/LAKE
 AJ2864  USGS QUAD   -  HIGHLAND PARK (1993)
 AJ2864
 AJ2864                         *CURRENT SURVEY CONTROL
 AJ2864  ___________________________________________________________________
 AJ2864* NAD 83(1997)-  42 13 55.54352(N)    087 51 15.99377(W)     ADJUSTED  
 AJ2864* NAVD 88     -       206.9    (meters)     679.     (feet)  GPS OBS   
 AJ2864  ___________________________________________________________________
 AJ2864  X           -     177,077.033 (meters)                     COMP
 AJ2864  Y           -  -4,726,522.039 (meters)                     COMP
 AJ2864  Z           -   4,264,843.395 (meters)                     COMP
 AJ2864  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AJ2864  ELLIP HEIGHT-         172.86  (meters)          (04/23/01) GPS OBS
 AJ2864  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AJ2864
 AJ2864  HORZ ORDER  -  FIRST
 AJ2864  ELLP ORDER  -  THIRD     CLASS I
 AJ2864
 AJ2864.The horizontal coordinates were established by GPS observations
 AJ2864.and adjusted by the National Geodetic Survey in April 2001..
 AJ2864
 AJ2864.The orthometric height was determined by GPS observations and a
 AJ2864.high-resolution geoid model.
 AJ2864
 AJ2864.Photographs are available for this station.
 AJ2864
 AJ2864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2864
 AJ2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2864
 AJ2864.The ellipsoidal height was determined by GPS observations
 AJ2864.and is referenced to NAD 83.
 AJ2864
 AJ2864.The geoid height was determined by GEOID03.
 AJ2864
 AJ2864;                    North         East     Units Scale Factor Converg.
 AJ2864;SPC IL E     -   617,993.130   339,531.004   MT  0.99999422   +0 19 18.8
 AJ2864;SPC IL E     - 2,027,532.46  1,113,944.64   sFT  0.99999422   +0 19 18.8
 AJ2864;UTM  16      - 4,675,899.404   429,494.555   MT  0.99966116   -0 34 27.6
 AJ2864
 AJ2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2864!SPC IL E     -   0.99997289  x   0.99999422  =   0.99996711
 AJ2864!UTM  16      -   0.99997289  x   0.99966116  =   0.99963406
 AJ2864
 AJ2864                          SUPERSEDED SURVEY CONTROL
 AJ2864
 AJ2864.No superseded survey control is available for this station.
 AJ2864
 AJ2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2949575899(NAD 83)
 AJ2864_MARKER: I = METAL ROD
 AJ2864_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2864+WITH SETTING: INFORMATION.
 AJ2864_STAMPING: LAK41-1
 AJ2864_MARK LOGO: ILDT  
 AJ2864_PROJECTION: FLUSH
 AJ2864_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2864+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2000
 AJ2864_ROD/PIPE-DEPTH:  2.4 meters
 AJ2864_SLEEVE-DEPTH  :  0.9 meters
 AJ2864
 AJ2864  HISTORY     - Date     Condition        Report By
 AJ2864  HISTORY     - 20000522 MONUMENTED       SECI
 AJ2864
 AJ2864                          STATION DESCRIPTION
 AJ2864
 AJ2864'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2864'STATION IS LOCATED APPROXIMATELY 1.0 MI SOUTH OF LAKE FOREST, 2.7 MI
 AJ2864'NORTHWEST OF HIGHWOOD IN SECTION 5, T43N, R12E.  TO REACH FROM
 AJ2864'THE JUNCTION OF US HIGHWAY ROUTE 41 AND IL STATE RT 22 PROCEED
 AJ2864'NORTH ON US HIGHWAY RT 41 2.5 MI TO THE STATION LOCATED 59 FT EAST
 AJ2864'OF THE CENTERLINE NORTHBOUND LANES AND 24.5 EAST OF BACK OF CURB
 AJ2864'OF US HIGHWAY RT 41.  STATION IS 0.6 MI SOUTH OF IL RT 60, 172 FT
 AJ2864'SOUTH
 AJ2864'OF CENTERLINE WESTLEIGH RD, 107 FT SOUTH OF CONCRETE SIDEWALK,
 AJ2864'74.3 FT SOUTH OF LIGHT POLE (LP), 56 FT SOUTH OF SANITARY MANHOLE, 136
 AJ2864'FT NORTH OF LP, 263 FT NORTH OF DECIDUOUS TREE, AND 2.0 FT EAST OF
 AJ2864'AN ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT
 AJ2864'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.45 FT BELOW CAP.  THE ROD
 AJ2864'WAS DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ2864'PHYSICAL TIES. (WB)
 AJ2864' 
 AJ2864' 
 AJ2864' 
 AJ2864' 
 AJ2864'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2896 ***********************************************************************
 AJ2896  DESIGNATION -  LAK45 1A
 AJ2896  PID         -  AJ2896
 AJ2896  STATE/COUNTY-  IL/LAKE
 AJ2896  USGS QUAD   -  ANTIOCH (1993)
 AJ2896
 AJ2896                         *CURRENT SURVEY CONTROL
 AJ2896  ___________________________________________________________________
 AJ2896* NAD 83(1997)-  42 26 59.20196(N)    088 00 43.42675(W)     ADJUSTED  
 AJ2896* NAVD 88     -       231.4    (meters)     759.     (feet)  GPS OBS   
 AJ2896  ___________________________________________________________________
 AJ2896  X           -     163,509.397 (meters)                     COMP
 AJ2896  Y           -  -4,710,732.128 (meters)                     COMP
 AJ2896  Z           -   4,282,732.970 (meters)                     COMP
 AJ2896  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AJ2896  ELLIP HEIGHT-         197.02  (meters)          (04/23/01) GPS OBS
 AJ2896  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AJ2896
 AJ2896  HORZ ORDER  -  FIRST
 AJ2896  ELLP ORDER  -  THIRD     CLASS I
 AJ2896
 AJ2896.The horizontal coordinates were established by GPS observations
 AJ2896.and adjusted by the National Geodetic Survey in April 2001..
 AJ2896
 AJ2896.The orthometric height was determined by GPS observations and a
 AJ2896.high-resolution geoid model.
 AJ2896
 AJ2896.Photographs are available for this station.
 AJ2896
 AJ2896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2896
 AJ2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2896
 AJ2896.The ellipsoidal height was determined by GPS observations
 AJ2896.and is referenced to NAD 83.
 AJ2896
 AJ2896.The geoid height was determined by GEOID03.
 AJ2896
 AJ2896;                    North         East     Units Scale Factor Converg.
 AJ2896;SPC IL E     -   642,111.691   326,428.580   MT  0.99998359   +0 13 00.6
 AJ2896;SPC IL E     - 2,106,661.44  1,070,957.77   sFT  0.99998359   +0 13 00.6
 AJ2896;UTM  16      - 4,700,212.691   416,775.790   MT  0.99968522   -0 40 59.2
 AJ2896
 AJ2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2896!SPC IL E     -   0.99996910  x   0.99998359  =   0.99995269
 AJ2896!UTM  16      -   0.99996910  x   0.99968522  =   0.99965433
 AJ2896
 AJ2896:                Primary Azimuth Mark                     Grid Az
 AJ2896:SPC IL E     -  LAK45 1B                                 341 57 00.5
 AJ2896:UTM  16      -  LAK45 1B                                 342 51 00.3
 AJ2896
 AJ2896|---------------------------------------------------------------------|
 AJ2896| PID    Reference Object                     Distance      Geod. Az  |
 AJ2896|                                                           dddmmss.s |
 AJ2896| AJ2904 LAK45 1B                            APPROX. 0.7 KM 3421001.1 |
 AJ2896|---------------------------------------------------------------------|
 AJ2896
 AJ2896                          SUPERSEDED SURVEY CONTROL
 AJ2896
 AJ2896.No superseded survey control is available for this station.
 AJ2896
 AJ2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1677600213(NAD 83)
 AJ2896_MARKER: I = METAL ROD
 AJ2896_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2896_STAMPING: LAK45-1A
 AJ2896_MARK LOGO: ILDT  
 AJ2896_PROJECTION: FLUSH
 AJ2896_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2896+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2000
 AJ2896_ROD/PIPE-DEPTH:  3.7 meters
 AJ2896_SLEEVE-DEPTH  :  0.9 meters
 AJ2896
 AJ2896  HISTORY     - Date     Condition        Report By
 AJ2896  HISTORY     - 20000525 MONUMENTED       SECI
 AJ2896
 AJ2896                          STATION DESCRIPTION
 AJ2896
 AJ2896'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2896'STATION IS LOCATED 2.8 MI NORTH OF LINDENHURST, 1.9 MI NORTHWEST
 AJ2896'OLD MILL CREEK IN SECTION 24, T46N, R10E.  TO REACH FROM THE JUNCTION
 AJ2896'OF US RT 45 AND IL RT 173 PROCEED SOUTH ON US RT 45 FOR 1.10 MI TO
 AJ2896'THE STATION LOCATED 53.5 FT EAST OF THE CENTERLINE OF US RT 45.
 AJ2896'STATION IS LOCATED 0.1 MI NORTH OF MILLER RD, 369.1 FT SOUTHEAST OF
 AJ2896'END OF GUARDRAIL, 123.9 FT NORTH OF POWERPOLE(PP), 119.4 FT SOUTH OF
 AJ2896'PP, 111.7 FT EAST OF PP, AND 2 FT WEST OF ORANGE FIBERGLASS WITNESS
 AJ2896'POST.   NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO CAP.
 AJ2896'DATUM POINT IS 0.50 FT BELOW CAP.  PK NAILS WERE SET IN WOOD
 AJ2896'PHYSICAL TIES. (WB)
 AJ2896' 
 AJ2896' 
 AJ2896' 
 AJ2896'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2904 ***********************************************************************
 AJ2904  DESIGNATION -  LAK45 1B
 AJ2904  PID         -  AJ2904
 AJ2904  STATE/COUNTY-  IL/LAKE
 AJ2904  USGS QUAD   -  ANTIOCH (1993)
 AJ2904
 AJ2904                         *CURRENT SURVEY CONTROL
 AJ2904  ___________________________________________________________________
 AJ2904* NAD 83(1997)-  42 27 20.39689(N)    088 00 52.63458(W)     ADJUSTED  
 AJ2904* NAVD 88     -       231.4    (meters)     759.     (feet)  GPS OBS   
 AJ2904  ___________________________________________________________________
 AJ2904  X           -     163,283.812 (meters)                     COMP
 AJ2904  Y           -  -4,710,298.248 (meters)                     COMP
 AJ2904  Z           -   4,283,215.531 (meters)                     COMP
 AJ2904  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ2904  ELLIP HEIGHT-         197.03  (meters)          (04/23/01) GPS OBS
 AJ2904  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AJ2904
 AJ2904  HORZ ORDER  -  FIRST
 AJ2904  ELLP ORDER  -  THIRD     CLASS I
 AJ2904
 AJ2904.The horizontal coordinates were established by GPS observations
 AJ2904.and adjusted by the National Geodetic Survey in April 2001..
 AJ2904
 AJ2904.The orthometric height was determined by GPS observations and a
 AJ2904.high-resolution geoid model.
 AJ2904
 AJ2904.Photographs are available for this station.
 AJ2904
 AJ2904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2904
 AJ2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2904
 AJ2904.The ellipsoidal height was determined by GPS observations
 AJ2904.and is referenced to NAD 83.
 AJ2904
 AJ2904.The geoid height was determined by GEOID03.
 AJ2904
 AJ2904;                    North         East     Units Scale Factor Converg.
 AJ2904;SPC IL E     -   642,764.876   326,215.719   MT  0.99998345   +0 12 54.5
 AJ2904;SPC IL E     - 2,108,804.43  1,070,259.40   sFT  0.99998345   +0 12 54.5
 AJ2904;UTM  16      - 4,700,868.944   416,573.275   MT  0.99968563   -0 41 05.7
 AJ2904
 AJ2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2904!SPC IL E     -   0.99996910  x   0.99998345  =   0.99995255
 AJ2904!UTM  16      -   0.99996910  x   0.99968563  =   0.99965474
 AJ2904
 AJ2904:                Primary Azimuth Mark                     Grid Az
 AJ2904:SPC IL E     -  LAK45 1A                                 161 57 00.4
 AJ2904:UTM  16      -  LAK45 1A                                 162 51 00.6
 AJ2904
 AJ2904|---------------------------------------------------------------------|
 AJ2904| PID    Reference Object                     Distance      Geod. Az  |
 AJ2904|                                                           dddmmss.s |
 AJ2904| AJ2896 LAK45 1A                            APPROX. 0.7 KM 1620954.9 |
 AJ2904|---------------------------------------------------------------------|
 AJ2904
 AJ2904                          SUPERSEDED SURVEY CONTROL
 AJ2904
 AJ2904.No superseded survey control is available for this station.
 AJ2904
 AJ2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDN1657300869(NAD 83)
 AJ2904_MARKER: I = METAL ROD
 AJ2904_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2904_STAMPING: LAK45-1B
 AJ2904_MARK LOGO: ILDT  
 AJ2904_PROJECTION: FLUSH
 AJ2904_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2904+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2000
 AJ2904_ROD/PIPE-DEPTH:  4.9 meters
 AJ2904_SLEEVE-DEPTH  :  0.9 meters
 AJ2904
 AJ2904  HISTORY     - Date     Condition        Report By
 AJ2904  HISTORY     - 20000525 MONUMENTED       SECI
 AJ2904
 AJ2904                          STATION DESCRIPTION
 AJ2904
 AJ2904'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2904'STATION IS LOCATED 3.2 MI NORTH OF LINDENHURST, 2.4 MI NORTHWEST
 AJ2904'OLD MILL CREEK IN SECTION 24, T46N, R10E.  TO REACH FROM THE JUNCTION
 AJ2904'OF US RT 45 AND IL RT 173 PROCEED SOUTH ON US RT 45 FOR 0.70 MI TO
 AJ2904'THE STATION LOCATED 56.3 FT WEST OF THE CENTERLINE OF US RT 45.
 AJ2904'STATION IS LOCATED 178.8 FT NORTHWEST OF POWERPOLE (PP), 97 FT
 AJ2904'WEST OF PP, 56.8 FT NORTH OF PP, 119 FT NORTH OF CENTERLINE OF
 AJ2904'AGGREGATE DRIVEWAY ADDRESS 911, 3 FT EAST OF BARBED WIRE FENCE,
 AJ2904'AND 2 FT EAST OF ORANGE FIBERGLASS WITNESS POST.   NOTE - ACCESS TO
 AJ2904'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.50 FT BELOW
 AJ2904'CAP.  PK NAILS WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2904' 
 AJ2904' 
 AJ2904' 
 AJ2904'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2873 ***********************************************************************
 AJ2873  DESIGNATION -  LAK60 1A
 AJ2873  PID         -  AJ2873
 AJ2873  STATE/COUNTY-  IL/LAKE
 AJ2873  USGS QUAD   -  GRAYSLAKE (1993)
 AJ2873
 AJ2873                         *CURRENT SURVEY CONTROL
 AJ2873  ___________________________________________________________________
 AJ2873* NAD 83(1997)-  42 17 37.39003(N)    088 03 50.61508(W)     ADJUSTED  
 AJ2873* NAVD 88     -       250.8    (meters)     823.     (feet)  GPS OBS   
 AJ2873  ___________________________________________________________________
 AJ2873  X           -     159,629.446 (meters)                     COMP
 AJ2873  Y           -  -4,722,569.636 (meters)                     COMP
 AJ2873  Z           -   4,269,938.897 (meters)                     COMP
 AJ2873  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AJ2873  ELLIP HEIGHT-         216.75  (meters)          (04/23/01) GPS OBS
 AJ2873  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AJ2873
 AJ2873  HORZ ORDER  -  FIRST
 AJ2873  ELLP ORDER  -  THIRD     CLASS I
 AJ2873
 AJ2873.The horizontal coordinates were established by GPS observations
 AJ2873.and adjusted by the National Geodetic Survey in April 2001..
 AJ2873
 AJ2873.The orthometric height was determined by GPS observations and a
 AJ2873.high-resolution geoid model.
 AJ2873
 AJ2873.Photographs are available for this station.
 AJ2873
 AJ2873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2873
 AJ2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2873
 AJ2873.The ellipsoidal height was determined by GPS observations
 AJ2873.and is referenced to NAD 83.
 AJ2873
 AJ2873.The geoid height was determined by GEOID03.
 AJ2873
 AJ2873;                    North         East     Units Scale Factor Converg.
 AJ2873;SPC IL E     -   624,762.130   322,206.086   MT  0.99998106   +0 10 52.3
 AJ2873;SPC IL E     - 2,049,740.42  1,057,104.47   sFT  0.99998106   +0 10 52.3
 AJ2873;UTM  16      - 4,682,936.540   412,283.030   MT  0.99969467   -0 42 57.9
 AJ2873
 AJ2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2873!SPC IL E     -   0.99996601  x   0.99998106  =   0.99994707
 AJ2873!UTM  16      -   0.99996601  x   0.99969467  =   0.99966069
 AJ2873
 AJ2873:                Primary Azimuth Mark                     Grid Az
 AJ2873:SPC IL E     -  LAK60 1B                                 126 59 32.1
 AJ2873:UTM  16      -  LAK60 1B                                 127 53 22.3
 AJ2873
 AJ2873|---------------------------------------------------------------------|
 AJ2873| PID    Reference Object                     Distance      Geod. Az  |
 AJ2873|                                                           dddmmss.s |
 AJ2873| AJ2870 LAK60 1B                            APPROX. 0.9 KM 1271024.4 |
 AJ2873|---------------------------------------------------------------------|
 AJ2873
 AJ2873                          SUPERSEDED SURVEY CONTROL
 AJ2873
 AJ2873.No superseded survey control is available for this station.
 AJ2873
 AJ2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1228382937(NAD 83)
 AJ2873_MARKER: I = METAL ROD
 AJ2873_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2873+WITH SETTING: INFORMATION.
 AJ2873_STAMPING: LAK60-1A
 AJ2873_MARK LOGO: ILDT  
 AJ2873_PROJECTION: FLUSH
 AJ2873_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2873+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2000
 AJ2873_ROD/PIPE-DEPTH:  2.4 meters
 AJ2873_SLEEVE-DEPTH  :  0.9 meters
 AJ2873
 AJ2873  HISTORY     - Date     Condition        Report By
 AJ2873  HISTORY     - 20000519 MONUMENTED       SECI
 AJ2873
 AJ2873                          STATION DESCRIPTION
 AJ2873
 AJ2873'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2873'STATION IS LOCATED APPROXIMATELY 2.2 MI SOUTHWEST OF GRAYSLAKE,
 AJ2873'5.4 MI NORTHWEST OF LIBERTYVILLE IN SECTION 16, T44N, R10E.  TO REACH
 AJ2873'FROM THE JUNCTION OF IL RT 60 AND IL RT 176 PROCEED NORTHWEST ON IL
 AJ2873'RT 60 1.6 MI TO THE STATION LOCATED 38 FT SOUTHWEST OF THE
 AJ2873'CENTERLINE OF IL RT 60.  STATION IS 0.15 MI SOUTHEAST OF ERHART RD,
 AJ2873'157.6 FT SOUTH SOUTHEAST OF POWERPOLE (PP), 123 FT WEST OF PP, 134.6
 AJ2873'FT WEST OF 14 IN MAPLE TREE, AND 2.0 FT EAST OF AN ORANGE FIBERGLASS
 AJ2873'WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ2873'CAP.  DATUM POINT IS 0.5 FT BELOW CAP.  THE ROD WAS DRIVEN TO
 AJ2873'REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ2873'(WB)
 AJ2873' 
 AJ2873' 
 AJ2873' 
 AJ2873' 
 AJ2873'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2870 ***********************************************************************
 AJ2870  DESIGNATION -  LAK60 1B
 AJ2870  PID         -  AJ2870
 AJ2870  STATE/COUNTY-  IL/LAKE
 AJ2870  USGS QUAD   -  GRAYSLAKE (1993)
 AJ2870
 AJ2870                         *CURRENT SURVEY CONTROL
 AJ2870  ___________________________________________________________________
 AJ2870* NAD 83(1997)-  42 17 19.50247(N)    088 03 18.84760(W)     ADJUSTED  
 AJ2870* NAVD 88     -       250.6    (meters)     822.     (feet)  GPS OBS   
 AJ2870  ___________________________________________________________________
 AJ2870  X           -     160,369.382 (meters)                     COMP
 AJ2870  Y           -  -4,722,916.080 (meters)                     COMP
 AJ2870  Z           -   4,269,530.510 (meters)                     COMP
 AJ2870  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AJ2870  ELLIP HEIGHT-         216.61  (meters)          (04/23/01) GPS OBS
 AJ2870  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AJ2870
 AJ2870  HORZ ORDER  -  FIRST
 AJ2870  ELLP ORDER  -  THIRD     CLASS I
 AJ2870
 AJ2870.The horizontal coordinates were established by GPS observations
 AJ2870.and adjusted by the National Geodetic Survey in April 2001..
 AJ2870
 AJ2870.The orthometric height was determined by GPS observations and a
 AJ2870.high-resolution geoid model.
 AJ2870
 AJ2870.Photographs are available for this station.
 AJ2870
 AJ2870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2870
 AJ2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2870
 AJ2870.The ellipsoidal height was determined by GPS observations
 AJ2870.and is referenced to NAD 83.
 AJ2870
 AJ2870.The geoid height was determined by GEOID03.
 AJ2870
 AJ2870;                    North         East     Units Scale Factor Converg.
 AJ2870;SPC IL E     -   624,212.557   322,935.599   MT  0.99998147   +0 11 13.6
 AJ2870;SPC IL E     - 2,047,937.36  1,059,497.88   sFT  0.99998147   +0 11 13.6
 AJ2870;UTM  16      - 4,682,375.772   413,003.641   MT  0.99969312   -0 42 36.3
 AJ2870
 AJ2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2870!SPC IL E     -   0.99996603  x   0.99998147  =   0.99994750
 AJ2870!UTM  16      -   0.99996603  x   0.99969312  =   0.99965916
 AJ2870
 AJ2870:                Primary Azimuth Mark                     Grid Az
 AJ2870:SPC IL E     -  LAK60 1A                                 306 59 32.2
 AJ2870:UTM  16      -  LAK60 1A                                 307 53 22.1
 AJ2870
 AJ2870|---------------------------------------------------------------------|
 AJ2870| PID    Reference Object                     Distance      Geod. Az  |
 AJ2870|                                                           dddmmss.s |
 AJ2870| AJ2873 LAK60 1A                            APPROX. 0.9 KM 3071045.8 |
 AJ2870|---------------------------------------------------------------------|
 AJ2870
 AJ2870                          SUPERSEDED SURVEY CONTROL
 AJ2870
 AJ2870.No superseded survey control is available for this station.
 AJ2870
 AJ2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1300482376(NAD 83)
 AJ2870_MARKER: I = METAL ROD
 AJ2870_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2870_STAMPING: LAK60-1B
 AJ2870_MARK LOGO: ILDT  
 AJ2870_PROJECTION: FLUSH
 AJ2870_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2870+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 AJ2870_ROD/PIPE-DEPTH:  3.7 meters
 AJ2870_SLEEVE-DEPTH  :  0.9 meters
 AJ2870
 AJ2870  HISTORY     - Date     Condition        Report By
 AJ2870  HISTORY     - 20000523 MONUMENTED       SECI
 AJ2870  HISTORY     - 20040308 GOOD             SECI
 AJ2870
 AJ2870                          STATION DESCRIPTION
 AJ2870
 AJ2870'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2870'STATION IS LOCATED APPROXIMATELY 2.2 MI SOUTHWEST OF GRAYSLAKE,
 AJ2870'4.9 MI WEST OF LIBERTYVILLE IN SECTION 15, T44N, R10E.  TO REACH FROM
 AJ2870'THE JUNCTION OF IL RT 60 AND IL RT 176 PROCEED NORTHWEST ON IL RT 60
 AJ2870'1.2 MI TO THE STATION LOCATED 39 FT NORTHEAST OF THE CENTERLINE OF
 AJ2870'IL RT 60.  STATION IS 0.7 MI SOUTHEAST OF ERHART RD, 88.8 FT
 AJ2870'NORTHWEST OF ENTRANCE TO IVANHOE ESTATES, 333 FT NORTHWEST OF
 AJ2870'POWERPOLE (PP), 70 FT NORTHWEST OF PP, 123 FT SOUTHEAST OF PP, 3.2
 AJ2870'FT SOUTHWEST OF WOODFENCE, AND 3.0 FT SOUTHWEST OF AN ORANGE
 AJ2870'FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2870'INCH LOGO CAP.  DATUM POINT IS 0.3 FT BELOW CAP.  PK NAILS WERE SET IN
 AJ2870'WOOD PHYSICAL TIES. (WB)
 AJ2870' 
 AJ2870' 
 AJ2870' 
 AJ2870' 
 AJ2870' 
 AJ2870'
 AJ2870
 AJ2870                          STATION RECOVERY (2004)
 AJ2870
 AJ2870'RECOVERY NOTE BY SMITH ENG CONS INC 2004 (RJW)
 AJ2870'STATION IS APPROXIMATELY 4.9 MI WEST OF LIBERTYVILLE IN SECTION 15,
 AJ2870'T44N, R10E.
 AJ2870' 
 AJ2870'TO REACH FROM THE JUNCTION OF IL RT 60 AND IL RT 176 PROCEED
 AJ2870'NORTHWEST ON IL RT 60  1.2 MI TO THE STATION LOCATED 39 FT  NORTHEAST
 AJ2870'OF THE CENTERLINE OF IL RT 60.  STATION IS 0.7 MI SOUTHEAST  OF ERHART
 AJ2870'ROAD, 88.8 FT NORTHWEST OF ENTRANCE TO IVANHOE  ESTATES, 333 FT
 AJ2870'NORTHWEST OF POWERPOLE (PP), 70 FT NORTHWEST OF  PP, 123 FT SOUTHEAST
 AJ2870'OF PP, 3.2 FT SOUTHWEST OF WOOD FENCE, AND 3.0  FT SOUTHWEST OF AN
 AJ2870'ORANGE FIBERGLASS WITNESS POST.  NOTE- ACCESS TO DATUM POINT THROUGH 6
 AJ2870'INCH LOGO CAP.  DATUM POINT IS 0.3 FT  BELOW DATUM CAP.  PK NAILS WERE
 AJ2870'SET IN WOOD PHYSICAL TIES. (RJW)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2883 ***********************************************************************
 AJ2883  DESIGNATION -  LAK83 1
 AJ2883  PID         -  AJ2883
 AJ2883  STATE/COUNTY-  IL/LAKE
 AJ2883  USGS QUAD   -  GRAYSLAKE (1993)
 AJ2883
 AJ2883                         *CURRENT SURVEY CONTROL
 AJ2883  ___________________________________________________________________
 AJ2883* NAD 83(1997)-  42 21 54.59333(N)    088 02 28.41303(W)     ADJUSTED  
 AJ2883* NAVD 88     -       237.2    (meters)     778.     (feet)  GPS OBS   
 AJ2883  ___________________________________________________________________
 AJ2883  X           -     161,328.487 (meters)                     COMP
 AJ2883  Y           -  -4,717,154.332 (meters)                     COMP
 AJ2883  Z           -   4,275,796.919 (meters)                     COMP
 AJ2883  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AJ2883  ELLIP HEIGHT-         203.04  (meters)          (04/23/01) GPS OBS
 AJ2883  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 AJ2883
 AJ2883  HORZ ORDER  -  FIRST
 AJ2883  ELLP ORDER  -  THIRD     CLASS I
 AJ2883
 AJ2883.The horizontal coordinates were established by GPS observations
 AJ2883.and adjusted by the National Geodetic Survey in April 2001..
 AJ2883
 AJ2883.The orthometric height was determined by GPS observations and a
 AJ2883.high-resolution geoid model.
 AJ2883
 AJ2883.Photographs are available for this station.
 AJ2883
 AJ2883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2883
 AJ2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2883
 AJ2883.The ellipsoidal height was determined by GPS observations
 AJ2883.and is referenced to NAD 83.
 AJ2883
 AJ2883.The geoid height was determined by GEOID03.
 AJ2883
 AJ2883;                    North         East     Units Scale Factor Converg.
 AJ2883;SPC IL E     -   632,704.277   324,061.877   MT  0.99998212   +0 11 48.6
 AJ2883;SPC IL E     - 2,075,797.28  1,063,193.01   sFT  0.99998212   +0 11 48.6
 AJ2883;UTM  16      - 4,690,846.344   414,262.480   MT  0.99969044   -0 42 06.0
 AJ2883
 AJ2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2883!SPC IL E     -   0.99996816  x   0.99998212  =   0.99995028
 AJ2883!UTM  16      -   0.99996816  x   0.99969044  =   0.99965861
 AJ2883
 AJ2883                          SUPERSEDED SURVEY CONTROL
 AJ2883
 AJ2883.No superseded survey control is available for this station.
 AJ2883
 AJ2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1426290846(NAD 83)
 AJ2883_MARKER: I = METAL ROD
 AJ2883_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ2883_STAMPING: LAK83-1
 AJ2883_MARK LOGO: ILDT  
 AJ2883_PROJECTION: FLUSH
 AJ2883_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2883+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2000
 AJ2883_ROD/PIPE-DEPTH:  4.9 meters
 AJ2883_SLEEVE-DEPTH  :  0.9 meters
 AJ2883
 AJ2883  HISTORY     - Date     Condition        Report By
 AJ2883  HISTORY     - 20000522 MONUMENTED       SECI
 AJ2883
 AJ2883                          STATION DESCRIPTION
 AJ2883
 AJ2883'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ2883'STATION IS LOCATED WITHIN THE CITY OF GRAYSLAKE, 2.3 MI SOUTHEAST
 AJ2883'OF ROUND LAKE BEACH IN SECTION 23, T45N, R10E.  TO REACH FROM THE
 AJ2883'JUNCTION OF IL RT 120 AND IL RT 83 PROCEED NORTH ON IL RT 83 FOR 1.9
 AJ2883'MI
 AJ2883'TO THE STATION LOCATED 30.6 FT NORTHEAST OF THE CENTERLINE OF IL RT
 AJ2883'83.  STATION IS LOCATED 0.15 MI SOUTHEAST OF LAKE ST, 237 FT
 AJ2883'NORTHWEST OF BEST FRIENDS ANIMAL HOSPITAL ENTRANCE (ADDRESS
 AJ2883'1203), 218 FT NORTHWEST OF POWERPOLE (PP), 153 FT EAST OF PP, 76.9 FT
 AJ2883'NORTH OF PP, 167 FT NORTHWEST OF WATER VALVE VAULT, 16 FT
 AJ2883'NORTHEAST OF EDGE OF PAVEMENT, AND 2 FT SOUTH OF ORANGE
 AJ2883'FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6
 AJ2883'INCH LOGO CAP.  DATUM POINT IS 0.40 FT BELOW CAP.  PK NAILS WERE SET
 AJ2883'IN WOOD PHYSICAL TIES. (WB)
 AJ2883' 
 AJ2883' 
 AJ2883' 
 AJ2883' 
 AJ2883' 
 AJ2883'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0333 ***********************************************************************
 JB0333  DESIGNATION -  LAKE
 JB0333  PID         -  JB0333
 JB0333  STATE/COUNTY-  IL/FRANKLIN
 JB0333  USGS QUAD   -  REND LAKE DAM (1975)
 JB0333
 JB0333                         *CURRENT SURVEY CONTROL
 JB0333  ___________________________________________________________________
 JB0333* NAD 83(1997)-  38 03 50.63215(N)    088 55 06.99013(W)     ADJUSTED  
 JB0333* NAVD 88     -       138.043  (meters)     452.90   (feet)  ADJUSTED  
 JB0333  ___________________________________________________________________
 JB0333  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 JB0333  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 JB0333  DYNAMIC HT  -         137.951 (meters)     452.59  (feet)  COMP
 JB0333  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 JB0333
 JB0333  HORZ ORDER  -  SECOND
 JB0333  VERT ORDER  -  SECOND    CLASS 0
 JB0333
 JB0333.The horizontal coordinates were established by classical geodetic methods
 JB0333.and adjusted by the National Geodetic Survey in October 1999..
 JB0333
 JB0333.The orthometric height was determined by differential leveling
 JB0333.and adjusted by the National Geodetic Survey in June 1991..
 JB0333
 JB0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0333
 JB0333.The geoid height was determined by GEOID03.
 JB0333
 JB0333.The dynamic height is computed by dividing the NAVD 88
 JB0333.geopotential number by the normal gravity value computed on the
 JB0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0333.degrees latitude (g = 980.6199 gals.).
 JB0333
 JB0333.The modeled gravity was interpolated from observed gravity values.
 JB0333
 JB0333;                    North         East     Units Scale Factor Converg.
 JB0333;SPC IL E     -   155,247.381   248,639.673   MT  1.00000748   -0 21 39.1
 JB0333;SPC IL E     -   509,340.78    815,745.33   sFT  1.00000748   -0 21 39.1
 JB0333;UTM  16      - 4,214,660.936   331,690.339   MT  0.99994890   -1 10 59.5
 JB0333
 JB0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0333!SPC IL E     -   0.99998301  x   1.00000748  =   0.99999048
 JB0333!UTM  16      -   0.99998301  x   0.99994890  =   0.99993191
 JB0333
 JB0333|---------------------------------------------------------------------|
 JB0333| PID    Reference Object                     Distance      Geod. Az  |
 JB0333|                                                           dddmmss.s |
 JB0333| JB0332 LAKE RM 1                            23.384 METERS 00237     |
 JB0333| CI4028 LAKE AZ MK                                         1954714.9 |
 JB0333| JB0334 LAKE RM 2                            25.425 METERS 20629     |
 JB0333| JB1874 SESSER MUNICIPAL TANK               APPROX.11.7 KM 2832843.3 |
 JB0333|---------------------------------------------------------------------|
 JB0333
 JB0333                          SUPERSEDED SURVEY CONTROL
 JB0333
 JB0333  NAD 83(1997)-  38 03 50.64362(N)    088 55 06.99007(W) AD(       ) 2
 JB0333  NAD 83(1986)-  38 03 50.64538(N)    088 55 06.99166(W) AD(       ) 2
 JB0333  NAD 27      -  38 03 50.46464(N)    088 55 06.74785(W) AD(       ) 2
 JB0333  NGVD 29 (??/??/92)  138.136  (m)          453.20   (f) ADJ UNCH    2 0
 JB0333
 JB0333.Superseded values are not recommended for survey control.
 JB0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0333.See file dsdata.txt to determine how the superseded data were derived.
 JB0333
 JB0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3169014661(NAD 83)
 JB0333_MARKER: DE = TRAVERSE STATION DISK
 JB0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0333_STAMPING: LAKE 1960
 JB0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0333+STABILITY: SURFACE MOTION
 JB0333
 JB0333  HISTORY     - Date     Condition        Report By
 JB0333  HISTORY     - 1960     MONUMENTED       CGS
 JB0333  HISTORY     - 1960     GOOD             CGS
 JB0333  HISTORY     - 1981     GOOD             ILDT
 JB0333  HISTORY     - 20041218 GOOD             ILDT
 JB0333
 JB0333                          STATION DESCRIPTION
 JB0333
 JB0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0333'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF BENTON AND 3 MILES
 JB0333'SOUTHWEST OF EWING ON THE
 JB0333'WEST SIDE OF STATE HIGHWAY 37 IN A TRIANGLE FORMED BY
 JB0333'THE OLD ROAD AND STATE HIGHWAY 37.
 JB0333'
 JB0333'TO REACH THE STATION FROM THE COURTHOUSE IN BENTON, GO NORTH ON STATE
 JB0333'HIGHWAY 37 FOR 4.6 MILES
 JB0333'TO A SIDE ROAD LEFT AND SIGN (SESSER 9 MILES) AND
 JB0333'THE STATION ON THE LEFT SIDE OF
 JB0333'ROAD AS DESCRIBED BELOW.
 JB0333'
 JB0333'THE STATION MARK IS A STANDARD DISK STAMPED LAKE 1960 AND IS SET IN
 JB0333'THE TOP OF A 12 INCH SQUARE
 JB0333'CONCRETE POST WHICH IS SET FLUSH.  THE MARK IS 86.5
 JB0333'FEET WEST OF THE CENTER OF STATE
 JB0333'HIGHWAY 37, 78 FEET SOUTH-SOUTHWEST
 JB0333'OF SESSER ROAD, 40 FEET NORTH OF A TELEPHONE POLE,
 JB0333'33.5 FEET EAST OF
 JB0333'THE CENTER OF OLD HIGHWAY AND 3 FEET NORTH OF WITNESS POST.
 JB0333'
 JB0333'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED LAKE NO 1 1960 AND
 JB0333'IS SET IN THE TOP OF A 12
 JB0333'INCH SQUARE CONCRETE POST SET FLUSH.  THE MARK IS
 JB0333'79.6 FEET NORTH-NORTHWEST OF
 JB0333'WITNESS POST, 31 FEET SOUTHWEST OF
 JB0333'SESSER ROAD AND 23 FEET EAST OF THE CENTER OF OLD HIGHWAY.
 JB0333'
 JB0333'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED LAKE NO 2 1960 AND
 JB0333'IS SET IN THE TOP OF A 12
 JB0333'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH.  THE
 JB0333'MARK IS 83 FEET WEST OF STATE HIGHWAY
 JB0333'37, 80.4 FEET SOUTH-SOUTHWEST
 JB0333'OF WITNESS POST, 49 FEET SOUTHWEST OF TELEPHONE POLE AND
 JB0333'12 FEET EAST OF
 JB0333'THE CENTER OF OLD HIGHWAY.
 JB0333'
 JB0333'AZIMUTH MARK IS A STANDARD DISK STAMPED LAKE 1960 AND IS SET IN THE
 JB0333'TOP OF A 12 INCH SQUARE
 JB0333'CONCRETE POST PROJECTING 4 INCHES.  THE MARK IS 73
 JB0333'FEET WEST OF STATE HIGHWAY 37,
 JB0333'42.5 FEET WEST OF FENCE CORNER, 26
 JB0333'FEET SOUTH-SOUTHWEST OF A POWER POLE, 11.5 FEET
 JB0333'SOUTH OF GRAVELED
 JB0333'ROAD, 2 FEET NORTH OF FENCE AND 1.6 FEET NORTHWEST OF WITNESS POST.
 JB0333'
 JB0333'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE HIGHWAY
 JB0333'37 FOR 0.3 MILE TO A
 JB0333'CROSSROADS, TURN RIGHT AND GO WEST FOR ABOUT 70 FEET TO
 JB0333'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JB0333
 JB0333                          STATION RECOVERY (1960)
 JB0333
 JB0333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0333'4.8 MI N FROM BENTON.
 JB0333'ABOUT 4.85 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0333'HOUSE AT BENTON, AT THE JUNCTION OF OLD HIGHWAY 37, 90 FEET WEST
 JB0333'OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER
 JB0333'LINE OF THE OLD HIGHWAY, 94 FEET SOUTHWEST OF THE CENTER OF THE
 JB0333'JUNCTION, 24 FEET NORTH OF THE EXTENDED CENTER LINE OF A DRIVE
 JB0333'WEST TO A FARM HOUSE, 115 FEET SOUTHEAST OF A POWER POLE WITH A
 JB0333'TRANSFORMER, 39 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 3.0
 JB0333'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 JB0333'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JB0333'THE GROUND.
 JB0333
 JB0333                          STATION RECOVERY (1981)
 JB0333
 JB0333'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1981 (DEM)
 JB0333'LAKE - 1960 RECOVERED GOOD.
 JB0333'
 JB0333'RM NO. 1 AND RM NO. 2 OK.
 JB0333'
 JB0333'AZIM OK.
 JB0333'
 JB0333'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MI. N. OF BENTON.
 JB0333
 JB0333                          STATION RECOVERY (2004)
 JB0333
 JB0333'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (WAE)
 JB0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1558 ***********************************************************************
 MF1558  DESIGNATION -  LAKE
 MF1558  PID         -  MF1558
 MF1558  STATE/COUNTY-  IL/LA SALLE
 MF1558  USGS QUAD   -  MENDOTA EAST (1993)
 MF1558
 MF1558                         *CURRENT SURVEY CONTROL
 MF1558  ___________________________________________________________________
 MF1558* NAD 83(1997)-  41 32 25.74317(N)    089 07 04.29874(W)     ADJUSTED  
 MF1558* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 MF1558  ___________________________________________________________________
 MF1558  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 MF1558  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1558
 MF1558  HORZ ORDER  -  SECOND
 MF1558
 MF1558.The horizontal coordinates were established by classical geodetic methods
 MF1558.and adjusted by the National Geodetic Survey in October 1999..
 MF1558
 MF1558.The orthometric height was scaled from a topographic map.
 MF1558
 MF1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1558
 MF1558.The geoid height was determined by GEOID03.
 MF1558
 MF1558;                    North         East     Units Scale Factor Converg.
 MF1558;SPC IL E     -   541,363.225   234,537.163   MT  1.00002772   -0 31 13.0
 MF1558;SPC IL E     - 1,776,122.51    769,477.34   sFT  1.00002772   -0 31 13.0
 MF1558;SPC IL W     -   541,578.893   787,512.166   MT  1.00003539   +0 41 44.0
 MF1558;SPC IL W     - 1,776,830.08  2,583,696.16   sFT  1.00003539   +0 41 44.0
 MF1558;UTM  16      - 4,600,924.436   323,342.678   MT  0.99998406   -1 24 17.4
 MF1558
 MF1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1558!SPC IL E     -   0.99996973  x   1.00002772  =   0.99999745
 MF1558!SPC IL W     -   0.99996973  x   1.00003539  =   1.00000512
 MF1558!UTM  16      -   0.99996973  x   0.99998406  =   0.99995379
 MF1558
 MF1558|---------------------------------------------------------------------|
 MF1558| PID    Reference Object                     Distance      Geod. Az  |
 MF1558|                                                           dddmmss.s |
 MF1558| CI7672 LAKE RM                               8.820 METERS 11240     |
 MF1558| MF0663 SIMPSON                             APPROX. 1.4 KM 3585040.8 |
 MF1558|---------------------------------------------------------------------|
 MF1558
 MF1558                          SUPERSEDED SURVEY CONTROL
 MF1558
 MF1558  NAD 83(1997)-  41 32 25.74321(N)    089 07 04.29878(W) AD(       ) 2
 MF1558  NAD 83(1986)-  41 32 25.74862(N)    089 07 04.30620(W) AD(       ) 2
 MF1558  NAD 27      -  41 32 25.63850(N)    089 07 04.01740(W) AD(       ) 2
 MF1558
 MF1558.Superseded values are not recommended for survey control.
 MF1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1558.See file dsdata.txt to determine how the superseded data were derived.
 MF1558
 MF1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2334300924(NAD 83)
 MF1558_MARKER: Z = SEE DESCRIPTION
 MF1558_SETTING: 0 = UNSPECIFIED SETTING
 MF1558
 MF1558  HISTORY     - Date     Condition        Report By
 MF1558  HISTORY     - 1920     MONUMENTED       CGS
 MF1558  HISTORY     - 19970618 MARK NOT FOUND   USPSQD
 MF1558  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 MF1558
 MF1558                          STATION DESCRIPTION
 MF1558
 MF1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1558'STATION IS ABOUT 1/2 MILE S OF THE RAILROAD STATION AT MENDOTA,
 MF1558'ON THE E SIDE OF THE ILLINOIS CENTRAL RAILROAD TRACK, 30 YARDS
 MF1558'SW OF THE INTERSECTION OF SEVENTH AVENUE AND FIRST STREET,
 MF1558'2 YARDS S OF THE FIRST CATTLE GUARD S OF THE RAILROAD STATION,
 MF1558'AND 1.55 METERS (5.08 FEET) E OF THE E AND NEAREST RAIL.
 MF1558'THE STATION AND REFERENCE MARKS ARE PINE STAKES 2 BY 4 INCHES
 MF1558'IN SIZE, EACH WITH A NAIL IN THE TOP AND A CROSS FILED ON THE
 MF1558'NAIL.  THE REFERENCE MARK IS ON THE SAME SIDE OF THE TRACK,
 MF1558'NEAR THE FENCE LINE, 8.82 METERS (28.94 FEET) FROM THE
 MF1558'STATION, S 67 DEG 20 MIN E.
 MF1558
 MF1558                          STATION RECOVERY (1997)
 MF1558
 MF1558'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1558'MARK NOT FOUND.
 MF1558
 MF1558                          STATION RECOVERY (2002)
 MF1558
 MF1558'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1558' 
 MF1558' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5873 ***********************************************************************
 AJ5873  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5873  DESIGNATION -  LAKE COUNTY DT CORS ARP
 AJ5873  CORS_ID     -  LCDT
 AJ5873  PID         -  AJ5873
 AJ5873  STATE/COUNTY-  IL/LAKE
 AJ5873  USGS QUAD   -  LIBERTYVILLE (1993)
 AJ5873
 AJ5873                         *CURRENT SURVEY CONTROL
 AJ5873  ___________________________________________________________________
 AJ5873* NAD 83(CORS)-  42 17 42.16639(N)    087 57 37.20535(W)     ADJUSTED  
 AJ5873* NAVD 88     -                                                        
 AJ5873  ___________________________________________________________________
 AJ5873  EPOCH DATE  -        2002.00
 AJ5873  X           -     168,174.422 (meters)                     COMP
 AJ5873  Y           -  -4,722,154.379 (meters)                     COMP
 AJ5873  Z           -   4,270,030.235 (meters)                     COMP
 AJ5873  ELLIP HEIGHT-         190.48  (meters)          (03/??/02) GPS OBS
 AJ5873  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AJ5873
 AJ5873  HORZ ORDER  -  SPECIAL (CORS)
 AJ5873  ELLP ORDER  -  SPECIAL (CORS)
 AJ5873
 AJ5873.ITRF positions are available for this station.
 AJ5873.The coordinates were established by GPS observations
 AJ5873.and adjusted by the National Geodetic Survey in March 2002..
 AJ5873.The coordinates are valid at the epoch date displayed above.
 AJ5873.The epoch date for horizontal control is a decimal equivalence
 AJ5873.of Year/Month/Day.
 AJ5873
 AJ5873
 AJ5873.The PID for the CORS L1 Phase Center is AJ5874.
 AJ5873
 AJ5873.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5873
 AJ5873.The ellipsoidal height was determined by GPS observations
 AJ5873.and is referenced to NAD 83.
 AJ5873
 AJ5873.The geoid height was determined by GEOID03.
 AJ5873
 AJ5873;                    North         East     Units Scale Factor Converg.
 AJ5873;SPC IL E     -   624,941.765   330,759.295   MT  0.99998664   +0 15 03.6
 AJ5873;SPC IL E     - 2,050,329.77  1,085,166.12   sFT  0.99998664   +0 15 03.6
 AJ5873
 AJ5873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5873!SPC IL E     -   0.99997013  x   0.99998664  =   0.99995677
 AJ5873
 AJ5873                          SUPERSEDED SURVEY CONTROL
 AJ5873
 AJ5873  NAD 83(CORS)-  42 17 42.16639(N)    087 57 37.20533(W) AD(1997.00) c
 AJ5873  ELLIP H (11/??/01)  190.48   (m)                       GP(1997.00) c c
 AJ5873
 AJ5873.Superseded values are not recommended for survey control.
 AJ5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5873.See file dsdata.txt to determine how the superseded data were derived.
 AJ5873
 AJ5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2083582982(NAD 83)
 AJ5873_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5873
 AJ5873                          STATION DESCRIPTION
 AJ5873
 AJ5873'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5873'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5873'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5873'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5873'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5873'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5874 ***********************************************************************
 AJ5874  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5874  DESIGNATION -  LAKE COUNTY DT CORS L1 PHASE CENTER
 AJ5874  CORS_ID     -  LCDT
 AJ5874  PID         -  AJ5874
 AJ5874  STATE/COUNTY-  IL/LAKE
 AJ5874  USGS QUAD   -  LIBERTYVILLE (1993)
 AJ5874
 AJ5874                         *CURRENT SURVEY CONTROL
 AJ5874  ___________________________________________________________________
 AJ5874* NAD 83(CORS)-  42 17 42.16640(N)    087 57 37.20533(W)     ADJUSTED  
 AJ5874* NAVD 88     -                                                        
 AJ5874  ___________________________________________________________________
 AJ5874  EPOCH DATE  -        2002.00
 AJ5874  X           -     168,174.424 (meters)                     COMP
 AJ5874  Y           -  -4,722,154.430 (meters)                     COMP
 AJ5874  Z           -   4,270,030.283 (meters)                     COMP
 AJ5874  ELLIP HEIGHT-         190.55  (meters)          (03/??/02) GPS OBS
 AJ5874  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AJ5874
 AJ5874  HORZ ORDER  -  SPECIAL (CORS)
 AJ5874  ELLP ORDER  -  SPECIAL (CORS)
 AJ5874
 AJ5874.ITRF positions are available for this station.
 AJ5874.The coordinates were established by GPS observations
 AJ5874.and adjusted by the National Geodetic Survey in March 2002..
 AJ5874.The coordinates are valid at the epoch date displayed above.
 AJ5874.The epoch date for horizontal control is a decimal equivalence
 AJ5874.of Year/Month/Day.
 AJ5874
 AJ5874
 AJ5874.The PID for the CORS ARP is AJ5873.
 AJ5874
 AJ5874.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5874
 AJ5874.The ellipsoidal height was determined by GPS observations
 AJ5874.and is referenced to NAD 83.
 AJ5874
 AJ5874.The geoid height was determined by GEOID03.
 AJ5874
 AJ5874;                    North         East     Units Scale Factor Converg.
 AJ5874;SPC IL E     -   624,941.766   330,759.296   MT  0.99998664   +0 15 03.6
 AJ5874;SPC IL E     - 2,050,329.78  1,085,166.12   sFT  0.99998664   +0 15 03.6
 AJ5874
 AJ5874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5874!SPC IL E     -   0.99997012  x   0.99998664  =   0.99995676
 AJ5874
 AJ5874                          SUPERSEDED SURVEY CONTROL
 AJ5874
 AJ5874  NAD 83(CORS)-  42 17 42.16640(N)    087 57 37.20531(W) AD(1997.00) c
 AJ5874  ELLIP H (11/??/01)  190.55   (m)                       GP(1997.00) c c
 AJ5874
 AJ5874.Superseded values are not recommended for survey control.
 AJ5874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5874.See file dsdata.txt to determine how the superseded data were derived.
 AJ5874
 AJ5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2083582982(NAD 83)
 AJ5874_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ5874
 AJ5874                          STATION DESCRIPTION
 AJ5874
 AJ5874'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ5874'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5874'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5874'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5874'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5874'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0586 ***********************************************************************
 NG0586  DESIGNATION -  LAKE FOREST MUNICIPAL TANK
 NG0586  PID         -  NG0586
 NG0586  STATE/COUNTY-  IL/LAKE
 NG0586  USGS QUAD   -  WAUKEGAN (1993)
 NG0586
 NG0586                         *CURRENT SURVEY CONTROL
 NG0586  ___________________________________________________________________
 NG0586* NAD 83(1997)-  42 15 37.37382(N)    087 50 35.66670(W)     ADJUSTED  
 NG0586* NAVD 88     -                                                        
 NG0586  ___________________________________________________________________
 NG0586  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 NG0586  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NG0586
 NG0586  HORZ ORDER  -  THIRD
 NG0586
 NG0586.The horizontal coordinates were established by classical geodetic methods
 NG0586.and adjusted by the National Geodetic Survey in October 1999..
 NG0586
 NG0586
 NG0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0586
 NG0586.The geoid height was determined by GEOID03.
 NG0586
 NG0586;                    North         East     Units Scale Factor Converg.
 NG0586;SPC IL E     -   621,140.294   340,437.626   MT  0.99999511   +0 19 46.5
 NG0586;SPC IL E     - 2,037,857.78  1,116,919.11   sFT  0.99999511   +0 19 46.5
 NG0586;UTM  16      - 4,679,030.951   430,449.985   MT  0.99965952   -0 34 01.6
 NG0586
 NG0586                          SUPERSEDED SURVEY CONTROL
 NG0586
 NG0586  NAD 83(1997)-  42 15 37.37437(N)    087 50 35.66741(W) AD(       ) 4
 NG0586  NAD 83(1997)-  42 15 37.37141(N)    087 50 35.67295(W) AD(       ) 4
 NG0586  NAD 83(1997)-  42 15 37.36947(N)    087 50 35.68248(W) AD(       ) 4
 NG0586  NAD 83(1986)-  42 15 37.37569(N)    087 50 35.68744(W) AD(       ) 4
 NG0586  NAD 27      -  42 15 37.27600(N)    087 50 35.42200(W) AD(       ) 3
 NG0586
 NG0586.Superseded values are not recommended for survey control.
 NG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0586.See file dsdata.txt to determine how the superseded data were derived.
 NG0586
 NG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3045079031(NAD 83)
 NG0586_MARKER: 53 = ELEVATED TANK
 NG0586
 NG0586  HISTORY     - Date     Condition        Report By
 NG0586  HISTORY     - 1944     FIRST OBSERVED   CGS
 NG0586  HISTORY     - 1976     GOOD             NGS
 NG0586  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NG0586
 NG0586                          STATION DESCRIPTION
 NG0586
 NG0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 NG0586'STATION IS LOCATED AT THE N SECTION OF LAKE FOREST, ON THE
 NG0586'W SIDE OF WESTERN
 NG0586'AVENUE, ABOUT 600 FEET N OF LAUREL AVENUE.
 NG0586'
 NG0586'THE TANK IS A SIX-LEGGED STEEL STRUCTURE WHICH IS PAINTED
 NG0586'BLACK.  IT IS 125
 NG0586'FEET IN HEIGHT, HAS A CAPACITY OF 200,000 GALLONS,
 NG0586'AND WAS ERECTED IN 1928.  THE POINT
 NG0586'SIGHTED UPON WAS THE
 NG0586'PEAK OF THE CONICAL ROOF.
 NG0586
 NG0586                          STATION RECOVERY (1976)
 NG0586
 NG0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RS)
 NG0586'STATION RECOVERED AS DESCRIBED EXCEPT TANK IS NOW PAINTED BLUE.
 NG0586'
 NG0586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LAKE FOREST.
 NG0586
 NG0586                          STATION RECOVERY (1990)
 NG0586
 NG0586'RECOVERY NOTE BY US POWER SQUADRON 1990 (REH)
 NG0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0332 ***********************************************************************
 JB0332  DESIGNATION -  LAKE RM 1
 JB0332  PID         -  JB0332
 JB0332  STATE/COUNTY-  IL/FRANKLIN
 JB0332  USGS QUAD   -  REND LAKE DAM (1975)
 JB0332
 JB0332                         *CURRENT SURVEY CONTROL
 JB0332  ___________________________________________________________________
 JB0332* NAD 83(1986)-  38 03 50.     (N)    088 55 06.     (W)     SCALED    
 JB0332* NAVD 88     -       138.143  (meters)     453.22   (feet)  ADJUSTED  
 JB0332  ___________________________________________________________________
 JB0332  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 JB0332  DYNAMIC HT  -         138.052 (meters)     452.93  (feet)  COMP
 JB0332  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 JB0332
 JB0332  VERT ORDER  -  SECOND    CLASS 0
 JB0332
 JB0332.The horizontal coordinates were scaled from a topographic map and have
 JB0332.an estimated accuracy of +/- 6 seconds.
 JB0332
 JB0332.The orthometric height was determined by differential leveling
 JB0332.and adjusted by the National Geodetic Survey in June 1991..
 JB0332
 JB0332.The geoid height was determined by GEOID03.
 JB0332
 JB0332.The dynamic height is computed by dividing the NAVD 88
 JB0332.geopotential number by the normal gravity value computed on the
 JB0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0332.degrees latitude (g = 980.6199 gals.).
 JB0332
 JB0332.The modeled gravity was interpolated from observed gravity values.
 JB0332
 JB0332;                    North         East    Units  Estimated Accuracy
 JB0332;SPC IL E     -   155,230.      248,660.      MT  (+/- 180 meters Scaled)
 JB0332
 JB0332                          SUPERSEDED SURVEY CONTROL
 JB0332
 JB0332  NGVD 29 (??/??/92)  138.237  (m)          453.53   (f) ADJ UNCH    2 0
 JB0332
 JB0332.Superseded values are not recommended for survey control.
 JB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0332.See file dsdata.txt to determine how the superseded data were derived.
 JB0332
 JB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH317146(NAD 83)
 JB0332_MARKER: DR = REFERENCE MARK DISK
 JB0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0332_STAMPING: LAKE NO 1 1960
 JB0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0332+STABILITY: SURFACE MOTION
 JB0332
 JB0332  HISTORY     - Date     Condition        Report By
 JB0332  HISTORY     - 1960     MONUMENTED       CGS
 JB0332
 JB0332                          STATION DESCRIPTION
 JB0332
 JB0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0332'4.8 MI N FROM BENTON.
 JB0332'ABOUT 4.85 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0332'HOUSE AT BENTON, AT THE JUNCTION OF OLD HIGHWAY 37, 122 FEET WEST
 JB0332'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET EAST OF THE CENTER
 JB0332'LINE OF THE OLD HIGHWAY, 124 FEET WEST-NORTHWEST OF THE CENTER
 JB0332'OF THE JUNCTION, 8 FEET NORTHWEST OF THE SOUTHEAST END OF A
 JB0332'CONCRETE PIPE CULVERT, 61 FEET EAST-SOUTHEAST OF A POWER POLE
 JB0332'WITH A TRANSFORMER, 76.6 FEET NORTH-NORTHWEST OF TRAVERSE STATION
 JB0332'LAKE, 79.7 FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT
 JB0332'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 JB0332'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0334 ***********************************************************************
 JB0334  DESIGNATION -  LAKE RM 2
 JB0334  PID         -  JB0334
 JB0334  STATE/COUNTY-  IL/FRANKLIN
 JB0334  USGS QUAD   -  REND LAKE DAM (1975)
 JB0334
 JB0334                         *CURRENT SURVEY CONTROL
 JB0334  ___________________________________________________________________
 JB0334* NAD 83(1986)-  38 03 50.     (N)    088 55 06.     (W)     SCALED    
 JB0334* NAVD 88     -       137.972  (meters)     452.66   (feet)  ADJUSTED  
 JB0334  ___________________________________________________________________
 JB0334  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 JB0334  DYNAMIC HT  -         137.881 (meters)     452.36  (feet)  COMP
 JB0334  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 JB0334
 JB0334  VERT ORDER  -  SECOND    CLASS 0
 JB0334
 JB0334.The horizontal coordinates were scaled from a topographic map and have
 JB0334.an estimated accuracy of +/- 6 seconds.
 JB0334
 JB0334.The orthometric height was determined by differential leveling
 JB0334.and adjusted by the National Geodetic Survey in June 1991..
 JB0334
 JB0334.The geoid height was determined by GEOID03.
 JB0334
 JB0334.The dynamic height is computed by dividing the NAVD 88
 JB0334.geopotential number by the normal gravity value computed on the
 JB0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0334.degrees latitude (g = 980.6199 gals.).
 JB0334
 JB0334.The modeled gravity was interpolated from observed gravity values.
 JB0334
 JB0334;                    North         East    Units  Estimated Accuracy
 JB0334;SPC IL E     -   155,230.      248,660.      MT  (+/- 180 meters Scaled)
 JB0334
 JB0334                          SUPERSEDED SURVEY CONTROL
 JB0334
 JB0334  NGVD 29 (??/??/92)  138.066  (m)          452.97   (f) ADJ UNCH    2 0
 JB0334
 JB0334.Superseded values are not recommended for survey control.
 JB0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0334.See file dsdata.txt to determine how the superseded data were derived.
 JB0334
 JB0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH317146(NAD 83)
 JB0334_MARKER: DR = REFERENCE MARK DISK
 JB0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0334_STAMPING: LAKE NO 2 1960
 JB0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0334+STABILITY: SURFACE MOTION
 JB0334
 JB0334  HISTORY     - Date     Condition        Report By
 JB0334  HISTORY     - 1960     MONUMENTED       CGS
 JB0334
 JB0334                          STATION DESCRIPTION
 JB0334
 JB0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0334'4.8 MI N FROM BENTON.
 JB0334'ABOUT 4.85 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0334'HOUSE AT BENTON, AT THE JUNCTION OF OLD HIGHWAY 37, 83 FEET WEST
 JB0334'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE CENTER
 JB0334'LINE OF THE OLD HIGHWAY, 60 FEET SOUTH OF THE EXTENDED CENTER
 JB0334'LINE OF THE DRIVE WEST TO THE FARM HOUSE, 147 FEET SOUTHWEST OF
 JB0334'THE CENTER OF THE JUNCTION, 83.5 FEET SOUTH-SOUTHWEST OF TRAVERSE
 JB0334'STATION LAKE, 80.4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 JB0334'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 JB0334'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3081 ***********************************************************************
 AJ3081  DESIGNATION -  LAKE ZURICH
 AJ3081  PID         -  AJ3081
 AJ3081  STATE/COUNTY-  IL/LAKE
 AJ3081  USGS QUAD   -  LAKE ZURICH (1993)
 AJ3081
 AJ3081                         *CURRENT SURVEY CONTROL
 AJ3081  ___________________________________________________________________
 AJ3081* NAD 83(1997)-  42 11 33.83117(N)    088 04 59.98502(W)     ADJUSTED  
 AJ3081* NAVD 88     -       265.6    (meters)     871.     (feet)  GPS OBS   
 AJ3081  ___________________________________________________________________
 AJ3081  X           -     158,293.774 (meters)                     COMP
 AJ3081  Y           -  -4,730,171.543 (meters)                     COMP
 AJ3081  Z           -   4,261,644.299 (meters)                     COMP
 AJ3081  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AJ3081  ELLIP HEIGHT-         231.72  (meters)          (02/03/05) GPS OBS
 AJ3081  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AJ3081
 AJ3081  HORZ ORDER  -  FIRST
 AJ3081  ELLP ORDER  -  FOURTH    CLASS II
 AJ3081
 AJ3081.The horizontal coordinates were established by GPS observations
 AJ3081.and adjusted by the National Geodetic Survey in April 2001..
 AJ3081
 AJ3081.The orthometric height was determined by GPS observations and a
 AJ3081.high-resolution geoid model.
 AJ3081
 AJ3081.Photographs are available for this station.
 AJ3081
 AJ3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3081
 AJ3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3081
 AJ3081.The ellipsoidal height was determined by GPS observations
 AJ3081.and is referenced to NAD 83.
 AJ3081
 AJ3081.The geoid height was determined by GEOID03.
 AJ3081
 AJ3081;                    North         East     Units Scale Factor Converg.
 AJ3081;SPC IL E     -   613,539.945   320,649.905   MT  0.99998024   +0 10 04.5
 AJ3081;SPC IL E     - 2,012,922.30  1,051,998.90   sFT  0.99998024   +0 10 04.5
 AJ3081;UTM  16      - 4,671,743.255   410,551.962   MT  0.99969845   -0 43 39.5
 AJ3081
 AJ3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3081!SPC IL E     -   0.99996366  x   0.99998024  =   0.99994390
 AJ3081!UTM  16      -   0.99996366  x   0.99969845  =   0.99966212
 AJ3081
 AJ3081                          SUPERSEDED SURVEY CONTROL
 AJ3081
 AJ3081  ELLIP H (04/24/01)  231.73   (m)                       GP(       ) 4 1
 AJ3081
 AJ3081.Superseded values are not recommended for survey control.
 AJ3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3081.See file dsdata.txt to determine how the superseded data were derived.
 AJ3081
 AJ3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1055271743(NAD 83)
 AJ3081_MARKER: I = METAL ROD
 AJ3081_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3081+WITH SETTING: INFORMATION.
 AJ3081_STAMPING: LAKE ZURICH
 AJ3081_MARK LOGO: IL4650
 AJ3081_PROJECTION: FLUSH
 AJ3081_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3081+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 AJ3081_ROD/PIPE-DEPTH:  2.4 meters
 AJ3081_SLEEVE-DEPTH  :  0.9 meters
 AJ3081
 AJ3081  HISTORY     - Date     Condition        Report By
 AJ3081  HISTORY     - 20000725 MONUMENTED       SECI
 AJ3081
 AJ3081                          STATION DESCRIPTION
 AJ3081
 AJ3081'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3081'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF LAKE ZURICH IN
 AJ3081'SECTION 20, T43N, R10E.  TO REACH FROM THE JUNCTION OF IL RT 22 AND
 AJ3081'BUESCHING RD PROCEED SOUTH ON BUESCHING RD 0.3 MI TO
 AJ3081'CAROLIAN ST, THEN PROCEED WEST ON CAROLIAN ST 300 FT TO THE
 AJ3081'STATION LOCATED IN THE SOUTHEAST CORNER OF INTERSECTION OF
 AJ3081'CHANCERY LANE AND CAROLIAN ST WEST OF THE LAKE ZURICH FIRE
 AJ3081'STATION.  STATION IS 74 FT SOUTH OF CENTERLINE OF CAROLIAN ST AND 75
 AJ3081'FT EAST OF CENTERLINE OF CHANCERY LN.  STATION IS 60 FT SOUTHEAST
 AJ3081'OF FIRE HYDRANT, 58 FT EAST OF CHANCERY LN BACK OF CURB, 57 FT
 AJ3081'SOUTH OF CAROLIAN ST BACK OF CURB, 47.3 FT SOUTHEAST OF PK NAIL IN 12
 AJ3081'INCH WILLOW TREE, 41 FT NORTH OF THE EDGE OF PAVEMENT OF
 AJ3081'ENTRANCE TO FIRE STATION PARKING LOT, 17 FT WEST OF THE EDGE OF
 AJ3081'PAVEMENT OF  FIRE STATION PARKING LOT, AND 60.0 FT SOUTHEAST OF
 AJ3081'ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO DATUM POINT
 AJ3081'THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.35 FT BELOW CAP.  THE ROD
 AJ3081'WAS DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE SET IN WOOD
 AJ3081'PHYSICAL TIES. (WB)
 AJ3081' 
 AJ3081' 
 AJ3081' 
 AJ3081'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1062 ***********************************************************************
 NH1062  DESIGNATION -  LAKE ZURICH ATT MICROWAVE TWR
 NH1062  PID         -  NH1062
 NH1062  STATE/COUNTY-  IL/LAKE
 NH1062  USGS QUAD   -  LAKE ZURICH (1993)
 NH1062
 NH1062                         *CURRENT SURVEY CONTROL
 NH1062  ___________________________________________________________________
 NH1062* NAD 83(1997)-  42 11 16.83385(N)    088 05 32.30144(W)     ADJUSTED  
 NH1062* NAVD 88     -                                                        
 NH1062  ___________________________________________________________________
 NH1062  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NH1062  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NH1062
 NH1062  HORZ ORDER  -  THIRD
 NH1062
 NH1062.The horizontal coordinates were established by classical geodetic methods
 NH1062.and adjusted by the National Geodetic Survey in October 1999..
 NH1062
 NH1062
 NH1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1062
 NH1062.The geoid height was determined by GEOID03.
 NH1062
 NH1062;                    North         East     Units Scale Factor Converg.
 NH1062;SPC IL E     -   613,013.376   319,909.920   MT  0.99997988   +0 09 42.7
 NH1062;SPC IL E     - 2,011,194.72  1,049,571.13   sFT  0.99997988   +0 09 42.7
 NH1062;UTM  16      - 4,671,228.461   409,804.048   MT  0.99970010   -0 44 01.0
 NH1062
 NH1062                          SUPERSEDED SURVEY CONTROL
 NH1062
 NH1062  NAD 83(1997)-  42 11 16.83370(N)    088 05 32.30224(W) AD(       ) 4
 NH1062  NAD 83(1986)-  42 11 16.83579(N)    088 05 32.31368(W) AD(       ) 4
 NH1062  NAD 27      -  42 11 16.75700(N)    088 05 32.00900(W) AD(       ) 3
 NH1062
 NH1062.Superseded values are not recommended for survey control.
 NH1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1062.See file dsdata.txt to determine how the superseded data were derived.
 NH1062
 NH1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0980471228(NAD 83)
 NH1062_MARKER: 45 = MICROWAVE TOWER
 NH1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1062+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2004
 NH1062
 NH1062  HISTORY     - Date     Condition        Report By
 NH1062  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1062  HISTORY     - 1966     GOOD             CGS
 NH1062  HISTORY     - 19910519 GOOD             USPSQD
 NH1062  HISTORY     - 19981211 GOOD             USPSQD
 NH1062  HISTORY     - 20021224 GOOD             USPSQD
 NH1062  HISTORY     - 20041113 GOOD             USPSQD
 NH1062
 NH1062                          STATION DESCRIPTION
 NH1062
 NH1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1062'STATION IS THE CENTER OF THE TOP OF THE MICRO-WAVE RELAY
 NH1062'TOWER, OWNED BY THE AMERICAN TELEGRAPH AND TELEPHONE COMPANY,
 NH1062'LOCATED ABOUT 1-1/2 MILES SOUTH OF LAKE ZURICH ON THE NORTH
 NH1062'SIDE OF U.S. HIGHWAY 12.  IT IS A 4 LEGGED, STEEL, SELF
 NH1062'SUPPORTING STRUCTURE, PAINTED IN ALTERNATE SECTIONS OF ORANGE
 NH1062'AND WHITE AND IS 275 FEET HIGH.  THE TOWER HAS FOUR RECTANGULAR
 NH1062'SHAPED MICRO-WAVE REFLECTORS NEAR THE TOP.
 NH1062'
 NH1062'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NH1062'22 AND 63 IN LAKE ZURICH, GO SOUTHWEST ON HIGHWAY NOS. 22
 NH1062'AND 63 FOR 0.75 MILE TO INTERSECTION WITH U.S. HIGHWAY 12,
 NH1062'TURN LEFT AND GO SOUTHEAST ON HIGHWAY 12 FOR 0.5 MILE TO THE
 NH1062'STATION ON THE NORTH SIDE OF HIGHWAY AS DESCRIBED.
 NH1062
 NH1062                          STATION RECOVERY (1966)
 NH1062
 NH1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1062'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NH1062'TO REACH BY GOING SOUTHEAST ON HIGHWAY 12 SHOULD BE 0.8
 NH1062'MILE INSTEAD OF 0.5 MILE.
 NH1062
 NH1062                          STATION RECOVERY (1991)
 NH1062
 NH1062'RECOVERY NOTE BY US POWER SQUADRON 1991 (MM)
 NH1062'RECOVERED IN GOOD CONDITION.
 NH1062
 NH1062                          STATION RECOVERY (1998)
 NH1062
 NH1062'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1062'RECOVERED IN GOOD CONDITION.
 NH1062
 NH1062                          STATION RECOVERY (2002)
 NH1062
 NH1062'RECOVERY NOTE BY US POWER SQUADRON 2002 (EFU)
 NH1062'GPS COORDINATES-LAT.42 DEG.'S 11' 15.2''N LONG. 087 DEG.'S 05'32.3''W
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062' 
 NH1062
 NH1062                          STATION RECOVERY (2004)
 NH1062
 NH1062'RECOVERY NOTE BY US POWER SQUADRON 2004 (VMR)
 NH1062'STRUCTURE IS RADIO TOWER(AT AND T MICROWAVE). STATION DESCRIPTION AND
 NH1062'DIRECTION ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1063 ***********************************************************************
 NH1063  DESIGNATION -  LAKE ZURICH MUNICIPAL TANK
 NH1063  PID         -  NH1063
 NH1063  STATE/COUNTY-  IL/LAKE
 NH1063  USGS QUAD   -  LAKE ZURICH (1993)
 NH1063
 NH1063                         *CURRENT SURVEY CONTROL
 NH1063  ___________________________________________________________________
 NH1063* NAD 83(1997)-  42 11 45.35690(N)    088 05 39.09708(W)     ADJUSTED  
 NH1063* NAVD 88     -                                                        
 NH1063  ___________________________________________________________________
 NH1063  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 NH1063  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NH1063
 NH1063  HORZ ORDER  -  THIRD
 NH1063
 NH1063.The horizontal coordinates were established by classical geodetic methods
 NH1063.and adjusted by the National Geodetic Survey in October 1999..
 NH1063
 NH1063
 NH1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1063
 NH1063.The geoid height was determined by GEOID03.
 NH1063
 NH1063;                    North         East     Units Scale Factor Converg.
 NH1063;SPC IL E     -   613,892.987   319,751.523   MT  0.99997980   +0 09 38.2
 NH1063;SPC IL E     - 2,014,080.57  1,049,051.46   sFT  0.99997980   +0 09 38.2
 NH1063;UTM  16      - 4,672,110.193   409,659.458   MT  0.99970042   -0 44 05.9
 NH1063
 NH1063                          SUPERSEDED SURVEY CONTROL
 NH1063
 NH1063  NAD 83(1997)-  42 11 45.35682(N)    088 05 39.09772(W) AD(       ) 4
 NH1063  NAD 83(1986)-  42 11 45.35870(N)    088 05 39.10994(W) AD(       ) 4
 NH1063  NAD 27      -  42 11 45.26600(N)    088 05 38.83300(W) AD(       ) 3
 NH1063
 NH1063.Superseded values are not recommended for survey control.
 NH1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1063.See file dsdata.txt to determine how the superseded data were derived.
 NH1063
 NH1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0965972110(NAD 83)
 NH1063_MARKER: 53 = ELEVATED TANK
 NH1063
 NH1063  HISTORY     - Date     Condition        Report By
 NH1063  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1063  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 NH1063
 NH1063                          STATION DESCRIPTION
 NH1063
 NH1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1063'STATION IS THE CENTER OF THE MUNICIPAL WATER TANK LOCATED
 NH1063'ON THE SOUTHEAST SIDE OF STATE HIGHWAY 22 (MAIN STREET) ABOUT
 NH1063'1-1/2 BLOCKS SOUTHWEST OF THE INTERSECTION OF PARK AVENUE.
 NH1063'IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE,
 NH1063'IS ABOUT 135 FEET IN HEIGHT OVER-ALL AND IS PAINTED SILVER
 NH1063'WITH THE NAME LAKE ZURICH PAINTED ON THE NORTH AND SOUTH
 NH1063'SIDES IN BLACK LETTERS.
 NH1063
 NH1063                          STATION RECOVERY (1991)
 NH1063
 NH1063'RECOVERY NOTE BY US POWER SQUADRON 1991 (MM)
 NH1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0171 ***********************************************************************
 NG0171  DESIGNATION -  LAKEFOREST 1
 NG0171  PID         -  NG0171
 NG0171  STATE/COUNTY-  IL/LAKE
 NG0171  USGS QUAD   -  HIGHLAND PARK (1993)
 NG0171
 NG0171                         *CURRENT SURVEY CONTROL
 NG0171  ___________________________________________________________________
 NG0171* NAD 83(1986)-  42 14 19.     (N)    087 50 06.     (W)     SCALED    
 NG0171* NAVD 88     -       213.448  (meters)     700.29   (feet)  ADJUSTED  
 NG0171  ___________________________________________________________________
 NG0171  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NG0171  DYNAMIC HT  -         213.381 (meters)     700.07  (feet)  COMP
 NG0171  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 NG0171
 NG0171  VERT ORDER  -  SECOND    CLASS 0
 NG0171
 NG0171.The horizontal coordinates were scaled from a topographic map and have
 NG0171.an estimated accuracy of +/- 6 seconds.
 NG0171
 NG0171.The orthometric height was determined by differential leveling
 NG0171.and adjusted by the National Geodetic Survey in June 1991..
 NG0171
 NG0171.The geoid height was determined by GEOID03.
 NG0171
 NG0171.The dynamic height is computed by dividing the NAVD 88
 NG0171.geopotential number by the normal gravity value computed on the
 NG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0171.degrees latitude (g = 980.6199 gals.).
 NG0171
 NG0171.The modeled gravity was interpolated from observed gravity values.
 NG0171
 NG0171;                    North         East    Units  Estimated Accuracy
 NG0171;SPC IL E     -   618,730.      341,130.      MT  (+/- 180 meters Scaled)
 NG0171
 NG0171                          SUPERSEDED SURVEY CONTROL
 NG0171
 NG0171  NGVD 29 (??/??/92)  213.549  (m)          700.62   (f) ADJ UNCH    2 0
 NG0171
 NG0171.Superseded values are not recommended for survey control.
 NG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0171.See file dsdata.txt to determine how the superseded data were derived.
 NG0171
 NG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM311766(NAD 83)
 NG0171_MARKER: DR = REFERENCE MARK DISK
 NG0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0171_STAMPING: LAKE FOREST NO 1 1934
 NG0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0171+STABILITY: SURFACE MOTION
 NG0171
 NG0171  HISTORY     - Date     Condition        Report By
 NG0171  HISTORY     - 1934     MONUMENTED       CGS
 NG0171  HISTORY     - 1973     MARK NOT FOUND   NGS
 NG0171
 NG0171                          STATION DESCRIPTION
 NG0171
 NG0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0171'AT LAKE FOREST.
 NG0171'AT LAKE FOREST, LAKE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 NG0171'RAILWAY, TWO POLES NORTH OF MILEPOST 27, 138 FEET EAST OF THE
 NG0171'CENTERLINE OF THE EAST TRACK, IN THE NORTHWEST CORNER OF THE
 NG0171'CITY PARK, AND 11 FEET SOUTH OF A SMALL FRAME BUNGALOW.  A
 NG0171'STANDARD DISK, STAMPED LAKE FOREST NO 1 1934 AND SET IN THE TOP
 NG0171'OF A CONCRETE POST.
 NG0171
 NG0171                          STATION RECOVERY (1973)
 NG0171
 NG0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NG0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0177 ***********************************************************************
 NG0177  DESIGNATION -  LAKEFOREST 2
 NG0177  PID         -  NG0177
 NG0177  STATE/COUNTY-  IL/LAKE
 NG0177  USGS QUAD   -  WAUKEGAN (1993)
 NG0177
 NG0177                         *CURRENT SURVEY CONTROL
 NG0177  ___________________________________________________________________
 NG0177* NAD 83(1986)-  42 15 46.     (N)    087 50 31.     (W)     SCALED    
 NG0177* NAVD 88     -       211.916  (meters)     695.26   (feet)  ADJUSTED  
 NG0177  ___________________________________________________________________
 NG0177  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NG0177  DYNAMIC HT  -         211.850 (meters)     695.04  (feet)  COMP
 NG0177  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 NG0177
 NG0177  VERT ORDER  -  FIRST     CLASS 0
 NG0177
 NG0177.The horizontal coordinates were scaled from a topographic map and have
 NG0177.an estimated accuracy of +/- 6 seconds.
 NG0177
 NG0177.The orthometric height was determined by differential leveling
 NG0177.and adjusted by the National Geodetic Survey in June 1991..
 NG0177
 NG0177.The geoid height was determined by GEOID03.
 NG0177
 NG0177.The dynamic height is computed by dividing the NAVD 88
 NG0177.geopotential number by the normal gravity value computed on the
 NG0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0177.degrees latitude (g = 980.6199 gals.).
 NG0177
 NG0177.The modeled gravity was interpolated from observed gravity values.
 NG0177
 NG0177;                    North         East    Units  Estimated Accuracy
 NG0177;SPC IL E     -   621,410.      340,540.      MT  (+/- 180 meters Scaled)
 NG0177
 NG0177                          SUPERSEDED SURVEY CONTROL
 NG0177
 NG0177  NGVD 29 (??/??/92)  212.022  (m)          695.61   (f) ADJ UNCH    1 0
 NG0177
 NG0177.Superseded values are not recommended for survey control.
 NG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0177.See file dsdata.txt to determine how the superseded data were derived.
 NG0177
 NG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM305792(NAD 83)
 NG0177_MARKER: DR = REFERENCE MARK DISK
 NG0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0177_STAMPING: LAKE FOREST NO 2 1934
 NG0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0177+STABILITY: SURFACE MOTION
 NG0177
 NG0177  HISTORY     - Date     Condition        Report By
 NG0177  HISTORY     - 1934     MONUMENTED       CGS
 NG0177  HISTORY     - 1973     GOOD             NGS
 NG0177  HISTORY     - 20000929 MARK NOT FOUND   PATRIC
 NG0177  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 NG0177
 NG0177                          STATION DESCRIPTION
 NG0177
 NG0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0177'0.8 MI N FROM LAKE FOREST.
 NG0177'0.80 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NG0177'FROM THE CROSSING OF DEERPATH AVENUE, AT THE JUNCTION OF
 NG0177'MC KINLEY ROAD AND NOBLE AVENUE, ABOUT 61 YARDS EAST OF THE EAST
 NG0177'RAIL OF THE EAST MAIN TRACK, 47 FEET NORTHEAST OF THE CENTER
 NG0177'LINE OF THE JUNCTION, 37 FEET NORTH OF THE CENTER LINE OF NOBLE
 NG0177'AVENUE, 28.8 FEET EAST OF THE CENTER LINE OF MC KINLEY ROAD,
 NG0177'11.5 FEET SOUTHEAST OF A FIRE PLUG.  A C AND GS DISK IN THE
 NG0177'TOP OF A CONCRETE POST.  THE DISK IS 2/10 FOOT BELOW THE SURFACE
 NG0177'OF THE GROUND AND 3 FEET BELOW THE LEVEL OF THE RAILROAD.
 NG0177
 NG0177                          STATION RECOVERY (2000)
 NG0177
 NG0177'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000
 NG0177'MARK NOT FOUND.
 NG0177
 NG0177                          STATION RECOVERY (2001)
 NG0177
 NG0177'RECOVERY NOTE BY US POWER SQUADRON 2001 (MS)
 NG0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1653 ***********************************************************************
 NH1653  DESIGNATION -  LAKEPORT
 NH1653  PID         -  NH1653
 NH1653  STATE/COUNTY-  IL/MCHENRY
 NH1653  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1653
 NH1653                         *CURRENT SURVEY CONTROL
 NH1653  ___________________________________________________________________
 NH1653* NAD 83(1997)-  42 12 22.96918(N)    088 19 24.33161(W)     ADJUSTED  
 NH1653* NAVD 88     -       270.3    (meters)     887.     (feet)  GPS OBS   
 NH1653  ___________________________________________________________________
 NH1653  X           -     138,441.105 (meters)                     COMP
 NH1653  Y           -  -4,729,778.910 (meters)                     COMP
 NH1653  Z           -   4,262,770.771 (meters)                     COMP
 NH1653  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NH1653  ELLIP HEIGHT-         236.57  (meters)          (02/03/05) GPS OBS
 NH1653  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NH1653
 NH1653  HORZ ORDER  -  FIRST
 NH1653  ELLP ORDER  -  FOURTH    CLASS II
 NH1653
 NH1653.This mark is at Lake In The Hills Airport (3CK)
 NH1653
 NH1653.The horizontal coordinates were established by GPS observations
 NH1653.and adjusted by the National Geodetic Survey in April 2001..
 NH1653
 NH1653.The orthometric height was determined by GPS observations and a
 NH1653.high-resolution geoid model.
 NH1653
 NH1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1653
 NH1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1653
 NH1653.The ellipsoidal height was determined by GPS observations
 NH1653.and is referenced to NAD 83.
 NH1653
 NH1653.The geoid height was determined by GEOID03.
 NH1653
 NH1653;                    North         East     Units Scale Factor Converg.
 NH1653;SPC IL E     -   615,025.838   300,818.198   MT  0.99997501   +0 00 24.0
 NH1653;SPC IL E     - 2,017,797.27    986,934.37   sFT  0.99997501   +0 00 24.0
 NH1653;UTM  16      - 4,673,538.519   390,750.956   MT  0.99974686   -0 53 21.0
 NH1653
 NH1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1653!SPC IL E     -   0.99996290  x   0.99997501  =   0.99993791
 NH1653!UTM  16      -   0.99996290  x   0.99974686  =   0.99970977
 NH1653
 NH1653:                Primary Azimuth Mark                     Grid Az
 NH1653:SPC IL E     -  LAKEPORT AZ MK                           259 41 07.5
 NH1653:UTM  16      -  LAKEPORT AZ MK                           260 34 52.5
 NH1653
 NH1653|---------------------------------------------------------------------|
 NH1653| PID    Reference Object                     Distance      Geod. Az  |
 NH1653|                                                           dddmmss.s |
 NH1653| NH1654 LAKEPORT AZ MK                      421.407 METERS 2594131.5 |
 NH1653|---------------------------------------------------------------------|
 NH1653
 NH1653                          SUPERSEDED SURVEY CONTROL
 NH1653
 NH1653  ELLIP H (04/24/01)  236.59   (m)                       GP(       ) 4 1
 NH1653  NAD 83(1997)-  42 12 22.96950(N)    088 19 24.33126(W) AD(       ) 1
 NH1653  ELLIP H (10/21/99)  236.57   (m)                       GP(       ) 4 1
 NH1653  NAD 83(1997)-  42 12 22.96956(N)    088 19 24.33135(W) AD(       ) 1
 NH1653  ELLIP H (11/21/91)  236.41   (m)                       GP(       ) 4 1
 NH1653  NAD 83(1986)-  42 12 22.96590(N)    088 19 24.34625(W) AD(       ) 1
 NH1653  NGVD 29 (06/25/91)  270.4    (m)          887.     (f) GPS OBS        
 NH1653
 NH1653.Superseded values are not recommended for survey control.
 NH1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1653.See file dsdata.txt to determine how the superseded data were derived.
 NH1653
 NH1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9075173539(NAD 83)
 NH1653_MARKER: I = METAL ROD
 NH1653_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1653_SP_SET: METAL ROD DRIVEN INTO GROUND
 NH1653_STAMPING: LAKEPORT 1990
 NH1653_MARK LOGO: NONE  
 NH1653_PROJECTION: FLUSH
 NH1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 NH1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1653+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2000
 NH1653_ROD/PIPE-DEPTH: 7.30 meters
 NH1653_SLEEVE-DEPTH  : 1.00 meters
 NH1653
 NH1653  HISTORY     - Date     Condition        Report By
 NH1653  HISTORY     - 1990     MONUMENTED       NGS
 NH1653  HISTORY     - 19910904 GOOD             MSE
 NH1653  HISTORY     - 20000327 GOOD             SECI
 NH1653
 NH1653                          STATION DESCRIPTION
 NH1653
 NH1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1653'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTH OF CRYSTAL LAKE, 2.0 KM
 NH1653'(1.2 MI) NORTH OF LAKE IN THE HILLS, AT THE CRYSTAL LAKE AIRPORT, ON
 NH1653'THE SOUTH EDGE OF THE TAXI, NEAR THE WOODEN WIND SOCK POLE, NEAR THE
 NH1653'CENTER OF THE AIRPORT, IN NORTH CENTRAL SECTION 17, T 43 N, R 8 E.
 NH1653'OWNERSHIP--VILLAGE OF LAKE IN THE HILLS, 1111 CRYSTAL LAKE ROAD, LAKE
 NH1653'IN THE HILLS, IL 62182. AIRPORT MANAGER IS DARLENE LEVENDOSKI, PHONE
 NH1653'815-455-7522.
 NH1653'TO REACH FROM THE JUNCTION OF US HIGHWAY 14 AND STATE HIGHWAY 176 ON
 NH1653'THE WEST SIDE OF CRYSTAL LAKE, GO SOUTHEAST ON HIGHWAY 14 FOR 2.91 KM
 NH1653'(1.81 MI) TO A ROAD RIGHT WHERE HIGHWAY 14 TURNS TO EAST.  TURN
 NH1653'RIGHT, SOUTHEAST ON VIRGINIA ROAD FOR 1.39 KM (0.86 MI) TO A
 NH1653'CROSSROAD.  TURN RIGHT, SOUTH, ON PYOTT ROAD FOR 1.08 KM (0.67 MI) TO
 NH1653'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHWEST, FOR 0.10
 NH1653'KM (0.06 MI) TO THE APRON AND OFFICE ON THE LEFT.  CONTINUE WEST,
 NH1653'THEN NORTH, ON APRON AND RAMP FOR 0.10 KM (0.06 MI) TO THE TAXI ON
 NH1653'THE LEFT.  TURN LEFT, WEST, ON TAXI FOR 0.45 KM (0.28 MI) TO A RAMP
 NH1653'AND STATION ON THE LEFT.
 NH1653'THE STATION IS LOCATED 45.3 M (148.6 FT) WEST FROM THE EXTENDED CENTER
 NH1653'OF THE RAMP, 11.4 M (37.4 FT) SOUTH FROM THE CENTER OF THE TAXI, AND
 NH1653'10.0 M (32.8 FT) NORTH-NORTHEAST FROM THE WOODEN WIND SOCK POLE.
 NH1653'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NH1653
 NH1653                          STATION RECOVERY (1991)
 NH1653
 NH1653'RECOVERY NOTE BY MSE CORPORATION 1991
 NH1653'RECOVERED IN GOOD CONDITION.
 NH1653
 NH1653                          STATION RECOVERY (2000)
 NH1653
 NH1653'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RJW)
 NH1653'RECOVERED AS DESCRIBED USING 1990 DESCRIPTION
 NH1653'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1654 ***********************************************************************
 NH1654  DESIGNATION -  LAKEPORT AZ MK
 NH1654  PID         -  NH1654
 NH1654  STATE/COUNTY-  IL/MCHENRY
 NH1654  USGS QUAD   -  CRYSTAL LAKE (1992)
 NH1654
 NH1654                         *CURRENT SURVEY CONTROL
 NH1654  ___________________________________________________________________
 NH1654* NAD 83(1997)-  42 12 20.52489(N)    088 19 42.40523(W)     ADJUSTED  
 NH1654* NAVD 88     -       269.3    (meters)     884.     (feet)  VERTCON   
 NH1654  ___________________________________________________________________
 NH1654  X           -     138,028.121 (meters)                     COMP
 NH1654  Y           -  -4,729,840.913 (meters)                     COMP
 NH1654  Z           -   4,262,714.219 (meters)                     COMP
 NH1654  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 NH1654  ELLIP HEIGHT-         235.55  (meters)          (10/21/99) GPS OBS
 NH1654  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NH1654
 NH1654  HORZ ORDER  -  FIRST
 NH1654  ELLP ORDER  -  FOURTH    CLASS I
 NH1654
 NH1654.This mark is at Lake In The Hills Airport (3CK)
 NH1654
 NH1654.The horizontal coordinates were established by GPS observations
 NH1654.and adjusted by the National Geodetic Survey in October 1999..
 NH1654
 NH1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH1654
 NH1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NH1654
 NH1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1654
 NH1654.The ellipsoidal height was determined by GPS observations
 NH1654.and is referenced to NAD 83.
 NH1654
 NH1654.The geoid height was determined by GEOID03.
 NH1654
 NH1654;                    North         East     Units Scale Factor Converg.
 NH1654;SPC IL E     -   614,950.386   300,403.611   MT  0.99997500   +0 00 11.8
 NH1654;SPC IL E     - 2,017,549.72    985,574.18   sFT  0.99997500   +0 00 11.8
 NH1654;UTM  16      - 4,673,469.574   390,335.335   MT  0.99974798   -0 53 33.1
 NH1654
 NH1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1654!SPC IL E     -   0.99996306  x   0.99997500  =   0.99993806
 NH1654!UTM  16      -   0.99996306  x   0.99974798  =   0.99971105
 NH1654
 NH1654:                Primary Azimuth Mark                     Grid Az
 NH1654:SPC IL E     -  LAKEPORT                                 079 41 07.5
 NH1654:UTM  16      -  LAKEPORT                                 080 34 52.4
 NH1654
 NH1654|---------------------------------------------------------------------|
 NH1654| PID    Reference Object                     Distance      Geod. Az  |
 NH1654|                                                           dddmmss.s |
 NH1654| NH1653 LAKEPORT                            421.407 METERS 0794119.3 |
 NH1654|---------------------------------------------------------------------|
 NH1654
 NH1654                          SUPERSEDED SURVEY CONTROL
 NH1654
 NH1654  NAD 83(1997)-  42 12 20.52496(N)    088 19 42.40531(W) AD(       ) 1
 NH1654  ELLIP H (11/21/91)  235.40   (m)                       GP(       ) 4 1
 NH1654  NAD 83(1986)-  42 12 20.52129(N)    088 19 42.42022(W) AD(       ) 1
 NH1654  NGVD 29 (06/25/91)  269.4    (m)          884.     (f) GPS OBS        
 NH1654
 NH1654.Superseded values are not recommended for survey control.
 NH1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1654.See file dsdata.txt to determine how the superseded data were derived.
 NH1654
 NH1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9033573470(NAD 83)
 NH1654_MARKER: I = METAL ROD
 NH1654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NH1654_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NH1654_STAMPING: LAKEPORT AZ MK 1990
 NH1654_MARK LOGO: NGS   
 NH1654_PROJECTION: FLUSH
 NH1654_MAGNETIC: I = MARKER IS A STEEL ROD
 NH1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1654+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NH1654_ROD/PIPE-DEPTH: 9.1  meters
 NH1654_SLEEVE-DEPTH  : 1.0 meters
 NH1654
 NH1654  HISTORY     - Date     Condition        Report By
 NH1654  HISTORY     - 1990     MONUMENTED       NGS
 NH1654
 NH1654                          STATION DESCRIPTION
 NH1654
 NH1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NH1654'STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTH OF CRYSTAL LAKE, 2.0 KM
 NH1654'(1.2 MI) NORTH OF LAKE IN THE HILLS, AT THE CRYSTAL LAKE AIRPORT,
 NH1654'ABOUT 115 M (377.3 FT) EAST FROM THE WEST END OF AND ON THE SOUTH
 NH1654'SIDE OF THE TAXI, IN NORTH CENTRAL SECTION 17, T 43 N, R 8 E.
 NH1654'OWNERSHIP--VILLAGE OF LAKE IN THE HILLS, 1111 CRYSTAL LAKE ROAD, LAKE
 NH1654'IN THE HILLS, IL 62182. AIRPORT MANAGER IS DARLENE LEVENDOSKI, PHONE
 NH1654'815-455-7522.
 NH1654'TO REACH FROM THE JUNCTION OF US HIGHWAY 14 AND STATE HIGHWAY 176 ON
 NH1654'THE WEST SIDE OF CRYSTAL LAKE, GO SOUTHEAST ON HIGHWAY 14 FOR 2.91 KM
 NH1654'(1.81 MI) TO A ROAD RIGHT WHERE HIGHWAY 14 TURNS TO EAST.  TURN
 NH1654'RIGHT, SOUTHEAST ON VIRGINIA ROAD FOR 1.39 KM (0.86 MI) TO A
 NH1654'CROSSROAD.  TURN RIGHT, SOUTH, ON PYOTT ROAD FOR 1.08 KM (0.67 MI) TO
 NH1654'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTHWEST, FOR 0.10
 NH1654'KM (0.06 MI) TO THE APRON AND OFFICE ON THE LEFT.  CONTINUE WEST,
 NH1654'THEN NORTH, ON APRON AND RAMP FOR 0.10 KM (0.06 MI) TO THE TAXI ON
 NH1654'THE LEFT.  TURN LEFT, WEST, ON TAXI FOR 0.90 KM (0.56 MI) TO A RAMP
 NH1654'AND THE STATION ON THE LEFT.
 NH1654'THE STATION IS LOCATED 30.8 M (101.0 FT) WEST-SOUTHWEST FROM THE SOUTH
 NH1654'END OF A 30 CM METAL CULVERT PIPE UNDER THE TAXI, 12.3 M (40.4 FT)
 NH1654'WEST FROM THE EXTENDED CENTER OF THE RAMP, AND 11.2 M (36.7 FT) SOUTH
 NH1654'FROM THE CENTER OF THE TAXI.
 NH1654'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2952 ***********************************************************************
 AJ2952  DESIGNATION -  LAKEWOOD
 AJ2952  PID         -  AJ2952
 AJ2952  STATE/COUNTY-  IL/MCHENRY
 AJ2952  USGS QUAD   -  HUNTLEY (1992)
 AJ2952
 AJ2952                         *CURRENT SURVEY CONTROL
 AJ2952  ___________________________________________________________________
 AJ2952* NAD 83(1997)-  42 13 23.02740(N)    088 23 54.29395(W)     ADJUSTED  
 AJ2952* NAVD 88     -       272.9    (meters)     895.     (feet)  GPS OBS   
 AJ2952  ___________________________________________________________________
 AJ2952  X           -     132,215.839 (meters)                     COMP
 AJ2952  Y           -  -4,728,713.315 (meters)                     COMP
 AJ2952  Z           -   4,264,145.032 (meters)                     COMP
 AJ2952  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AJ2952  ELLIP HEIGHT-         239.18  (meters)          (02/03/05) GPS OBS
 AJ2952  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AJ2952
 AJ2952  HORZ ORDER  -  FIRST
 AJ2952  ELLP ORDER  -  FOURTH    CLASS II
 AJ2952
 AJ2952.The horizontal coordinates were established by GPS observations
 AJ2952.and adjusted by the National Geodetic Survey in April 2001..
 AJ2952
 AJ2952.The orthometric height was determined by GPS observations and a
 AJ2952.high-resolution geoid model.
 AJ2952
 AJ2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2952
 AJ2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2952
 AJ2952.The ellipsoidal height was determined by GPS observations
 AJ2952.and is referenced to NAD 83.
 AJ2952
 AJ2952.The geoid height was determined by GEOID03.
 AJ2952
 AJ2952;                    North         East     Units Scale Factor Converg.
 AJ2952;SPC IL E     -   616,880.882   294,626.942   MT  0.99997536   -0 02 37.4
 AJ2952;SPC IL E     - 2,023,883.36    966,621.89   sFT  0.99997536   -0 02 37.4
 AJ2952;UTM  16      - 4,675,489.721   384,590.819   MT  0.99976388   -0 56 23.5
 AJ2952
 AJ2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2952!SPC IL E     -   0.99996249  x   0.99997536  =   0.99993785
 AJ2952!UTM  16      -   0.99996249  x   0.99976388  =   0.99972638
 AJ2952
 AJ2952                          SUPERSEDED SURVEY CONTROL
 AJ2952
 AJ2952  ELLIP H (04/24/01)  239.21   (m)                       GP(       ) 4 1
 AJ2952
 AJ2952.Superseded values are not recommended for survey control.
 AJ2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2952.See file dsdata.txt to determine how the superseded data were derived.
 AJ2952
 AJ2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8459175490(NAD 83)
 AJ2952_MARKER: I = METAL ROD
 AJ2952_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2952+WITH SETTING: INFORMATION.
 AJ2952_STAMPING: LAKEWOOD
 AJ2952_MARK LOGO: IL-111
 AJ2952_PROJECTION: FLUSH
 AJ2952_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2952+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2000
 AJ2952_ROD/PIPE-DEPTH:  2.4 meters
 AJ2952_SLEEVE-DEPTH  :  0.9 meters
 AJ2952
 AJ2952  HISTORY     - Date     Condition        Report By
 AJ2952  HISTORY     - 20000727 MONUMENTED       SECI
 AJ2952
 AJ2952                          STATION DESCRIPTION
 AJ2952
 AJ2952'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2952'STATION IS LOCATED APPROXIMATELY 3.0 MI WEST OF CRYSTAL LAKE, 3.4 MI
 AJ2952'NORTHEAST OF HUNTLEY IN SECTION 10, T43N, R7E.  TO REACH FROM THE
 AJ2952'JUNCTION OF IL RT 47 AND CONLEY RD PROCEED EAST ON CONLEY RD
 AJ2952'APPROXIMATELY 1.4 MI TO HALIGUS RD, PROCEED NORTH ON HALIGUS 0.1 MI
 AJ2952'TO THE STATION LOCATED 32 FT EAST OF CENTERLINE OF HALIGUS RD.
 AJ2952'STATION IS LOCATED 0.13 MI SOUTH OF WOODBINE RD, 400 FT SOUTH OF
 AJ2952'BONNIE DR, 99 FT NORTHEAST OF POWERPOLE (PP), 85 FT NORTH OF PP, 73
 AJ2952'FT SOUTH OF PP, 22 FT EAST OF EDGE-OF-PAVEMENT OF HALIGUS RD, AND
 AJ2952'2.0 FT WEST OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS TO
 AJ2952'DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.3 FT BELOW
 AJ2952'CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS WERE
 AJ2952'SET IN WOOD PHYSICAL TIES. (WB)
 AJ2952' 
 AJ2952' 
 AJ2952' 
 AJ2952'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1275 ***********************************************************************
 KB1275  DESIGNATION -  LAKEWOOD ATT MICROWAVE
 KB1275  PID         -  KB1275
 KB1275  STATE/COUNTY-  IL/SHELBY
 KB1275  USGS QUAD   -  LAKEWOOD (1981)
 KB1275
 KB1275                         *CURRENT SURVEY CONTROL
 KB1275  ___________________________________________________________________
 KB1275* NAD 83(1997)-  39 18 04.60230(N)    088 56 10.90713(W)     ADJUSTED  
 KB1275* NAVD 88     -                                                        
 KB1275  ___________________________________________________________________
 KB1275  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 KB1275  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KB1275
 KB1275  HORZ ORDER  -  THIRD
 KB1275
 KB1275.The horizontal coordinates were established by classical geodetic methods
 KB1275.and adjusted by the National Geodetic Survey in October 1999..
 KB1275
 KB1275
 KB1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1275
 KB1275.The geoid height was determined by GEOID03.
 KB1275
 KB1275;                    North         East     Units Scale Factor Converg.
 KB1275;SPC IL E     -   292,598.022   247,985.066   MT  1.00000830   -0 22 55.1
 KB1275;SPC IL E     -   959,965.34    813,597.67   sFT  1.00000830   -0 22 55.1
 KB1275;SPC IL W     -   293,136.465   806,118.712   MT  1.00007978   +0 46 45.6
 KB1275;SPC IL W     -   961,731.89  2,644,741.14   sFT  1.00007978   +0 46 45.6
 KB1275;UTM  16      - 4,351,998.076   333,033.968   MT  0.99994326   -1 13 36.4
 KB1275
 KB1275                          SUPERSEDED SURVEY CONTROL
 KB1275
 KB1275  NAD 83(1986)-  39 18 04.61767(N)    088 56 10.89414(W) AD(       ) 4
 KB1275  NAD 27      -  39 18 04.47802(N)    088 56 10.62212(W) AD(       ) 3
 KB1275
 KB1275.Superseded values are not recommended for survey control.
 KB1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1275.See file dsdata.txt to determine how the superseded data were derived.
 KB1275
 KB1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ3303451998(NAD 83)
 KB1275_MARKER: 43 = RADIO/TV TOWER
 KB1275
 KB1275  HISTORY     - Date     Condition        Report By
 KB1275  HISTORY     - 1974     FIRST OBSERVED   NGS
 KB1275
 KB1275                          STATION DESCRIPTION
 KB1275
 KB1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KB1275'LAKEWOOD, AMERICAN TELEPHONE AND TELEGRAPH COMPANY, MICROWAVE
 KB1275'TOWER KSB 72 IS A 4-LEGGED STEEL STRUCTURE, LIGHTED, PAINTED
 KB1275'ALTERNATELY RED AND WHITE, WITH 4 LARGE REFLECTORS AT THE TOP,
 KB1275'AND AN OVERALL HEIGHT OF 282 FEET.
 KB1275'
 KB1275'THE TOWER IS LOCATED ABOUT 10 MILES SOUTHEAST OF PANA, 10
 KB1275'MILES SOUTHWEST OF SHELBYVILLE, AND 6 MILES SOUTH OF TOWER HILL
 KB1275'ON A LARGE TIMBERED HILL KNOWN AS WILLIAMSBURG HILL.
 KB1275'
 KB1275'TO REACH FROM THE POST OFFICE IN TOWER HILL, GO NORTH ON
 KB1275'NORTH MICHIGAN STREET FOR 0.2 MILE TO THE JUNCTION WITH STATE
 KB1275'HIGHWAY 16.  TURN RIGHT AND GO EAST, NORTH, AND EAST ON HIGHWAY
 KB1275'16 FOR 2.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 KB1275'OILED ROAD FOR 7.1 MILES TO TOP OF HILL AND TOWER ON THE LEFT.
 KB1275'
 KB1275'STATION IS THE RED LIGHT ATOP THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0774 ***********************************************************************
 LC0774  CBN         -  This is a Cooperative Base Network Control Station.
 LC0774  DESIGNATION -  LAMBERT
 LC0774  PID         -  LC0774
 LC0774  STATE/COUNTY-  IL/LIVINGSTON
 LC0774  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0774
 LC0774                         *CURRENT SURVEY CONTROL
 LC0774  ___________________________________________________________________
 LC0774* NAD 83(1997)-  40 54 42.93108(N)    088 36 34.39139(W)     ADJUSTED  
 LC0774* NAVD 88     -       200.328  (meters)     657.24   (feet)  ADJUSTED  
 LC0774  ___________________________________________________________________
 LC0774  X           -     117,132.674 (meters)                     COMP
 LC0774  Y           -  -4,825,707.953 (meters)                     COMP
 LC0774  Z           -   4,155,146.605 (meters)                     COMP
 LC0774  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 LC0774  ELLIP HEIGHT-         168.15  (meters)          (10/15/04) GPS OBS
 LC0774  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC0774  DYNAMIC HT  -         200.243 (meters)     656.96  (feet)  COMP
 LC0774  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 LC0774
 LC0774  HORZ ORDER  -  B
 LC0774  VERT ORDER  -  SECOND    CLASS 0
 LC0774  ELLP ORDER  -  FOURTH    CLASS II
 LC0774
 LC0774.The horizontal coordinates were established by GPS observations
 LC0774.and adjusted by the National Geodetic Survey in July 1998..
 LC0774
 LC0774.The orthometric height was determined by differential leveling
 LC0774.and adjusted by the National Geodetic Survey in June 1991..
 LC0774
 LC0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0774
 LC0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0774
 LC0774.The ellipsoidal height was determined by GPS observations
 LC0774.and is referenced to NAD 83.
 LC0774
 LC0774.The geoid height was determined by GEOID03.
 LC0774
 LC0774.The dynamic height is computed by dividing the NAVD 88
 LC0774.geopotential number by the normal gravity value computed on the
 LC0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0774.degrees latitude (g = 980.6199 gals.).
 LC0774
 LC0774.The modeled gravity was interpolated from observed gravity values.
 LC0774
 LC0774;                    North         East     Units Scale Factor Converg.
 LC0774;SPC IL E     -   471,297.812   276,729.854   MT  0.99998166   -0 10 51.2
 LC0774;SPC IL E     - 1,546,249.57    907,904.53   sFT  0.99998166   -0 10 51.2
 LC0774;UTM  16      - 4,530,227.056   364,451.510   MT  0.99982614   -1 03 15.3
 LC0774
 LC0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0774!SPC IL E     -   0.99997362  x   0.99998166  =   0.99995528
 LC0774!UTM  16      -   0.99997362  x   0.99982614  =   0.99979977
 LC0774
 LC0774:                Primary Azimuth Mark                     Grid Az
 LC0774:SPC IL E     -  PONTIAC MUNICIPAL TANK                   202 14 33.5
 LC0774:UTM  16      -  PONTIAC MUNICIPAL TANK                   203 06 57.6
 LC0774
 LC0774|---------------------------------------------------------------------|
 LC0774| PID    Reference Object                     Distance      Geod. Az  |
 LC0774|                                                           dddmmss.s |
 LC0774| LC1828 PONTIAC MUNICIPAL TANK              APPROX. 5.1 KM 2020342.3 |
 LC0774| LC1832 PONTIAC LIVINGSTON CTHSE FLAG       APPROX. 3.9 KM 2045806.7 |
 LC0774| LC1834 PONTIAC ST MARYS CATH CH            APPROX. 3.8 KM 2050535.4 |
 LC0774| LC0772 LAMBERT AZ MK                                      2163515.7 |
 LC0774| LC0773 LAMBERT RM 1                         23.836 METERS 25039     |
 LC0774| LC1833 CAYUGA SINCLAIR PIPELINE MAST       APPROX. 4.8 KM 3201146.7 |
 LC0774| LC0775 LAMBERT RM 2                         22.984 METERS 35739     |
 LC0774|---------------------------------------------------------------------|
 LC0774
 LC0774                          SUPERSEDED SURVEY CONTROL
 LC0774
 LC0774  ELLIP H (07/17/98)  168.15   (m)                       GP(       ) 4 1
 LC0774  NAD 83(1986)-  40 54 42.94222(N)    088 36 34.39591(W) AD(       ) 2
 LC0774  NAD 27      -  40 54 42.82560(N)    088 36 34.18920(W) AD(       ) 2
 LC0774  NAVD 88 (07/17/98)  200.33   (m)          657.2    (f) LEVELING    3  
 LC0774  NGVD 29 (??/??/92)  200.390  (m)          657.45   (f) ADJ UNCH    2 0
 LC0774
 LC0774.Superseded values are not recommended for survey control.
 LC0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0774.See file dsdata.txt to determine how the superseded data were derived.
 LC0774
 LC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6445230227(NAD 83)
 LC0774_MARKER: DE = TRAVERSE STATION DISK
 LC0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0774_SP_SET: CONCRETE POST
 LC0774_STAMPING: LAMBERT 1961
 LC0774_MARK LOGO: CGS   
 LC0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0774+STABILITY: SURFACE MOTION
 LC0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0774+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 LC0774
 LC0774  HISTORY     - Date     Condition        Report By
 LC0774  HISTORY     - 1961     MONUMENTED       CGS
 LC0774  HISTORY     - 1961     GOOD             CGS
 LC0774  HISTORY     - 1970     GOOD             ILDT
 LC0774  HISTORY     - 19900827 GOOD             NGS
 LC0774  HISTORY     - 19970313 GOOD             NGS
 LC0774  HISTORY     - 200205   GOOD             ASCPC
 LC0774  HISTORY     - 20020829 GOOD             CMT
 LC0774
 LC0774                          STATION DESCRIPTION
 LC0774
 LC0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC0774'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ODELL,
 LC0774'ABOUT 2-1/2 MILES NORTHEAST OF PONTIAC AND IS ON THE EAST
 LC0774'SIDE OF ROAD WHICH RUNS PARALLEL WITH THE RAILROAD TRACKS
 LC0774'AND U.S. HIGHWAY 66.
 LC0774'
 LC0774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 LC0774'AND STATE HIGHWAY 23 IN THE NORTHWEST EDGE OF PONTIAC, GO
 LC0774'NORTHEAST ON U.S. HIGHWAY 66 FOR 2.95 MILES TO CROSSROAD,
 LC0774'TURN RIGHT, CROSSING RAILROAD TRACKS, TURN RIGHT, GO SOUTHWESTERLY
 LC0774'ON GRAVEL ROAD ALONG EAST SIDE OF RAILROAD TRACKS FOR 0.45
 LC0774'MILE TO DRIVEWAY AND THE STATION ON THE LEFT.
 LC0774'
 LC0774'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN TOP OF
 LC0774'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC0774'SURFACE OF THE GROUND AND IS STAMPED LAMBERT 1961.  THE MARK
 LC0774'IS 19 FEET EAST-SOUTHEAST OF CENTER OF GRAVEL ROAD, 19 FEET
 LC0774'SOUTH OF CENTER OF DRIVEWAY, 3.8 FEET NORTH-NORTHEAST OF
 LC0774'WITNESS POST AND 3 FEET NORTHWEST OF FENCE.
 LC0774'
 LC0774'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 LC0774'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 LC0774'WITH THE SURFACE OF THE GROUND AND IS STAMPED LAMBERT NO 1
 LC0774'1961.  THE MARK IS 75.5 FEET SOUTHWEST OF WITNESS POST, 51
 LC0774'FEET EAST-SOUTHEAST OF EAST RAIL OF RAILROAD TRACKS AND 26
 LC0774'FEET WEST-SOUTHWEST OF CENTER OF GRAVEL ROAD.
 LC0774'
 LC0774'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 LC0774'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 LC0774'WITH THE SURFACE OF THE GROUND AND IS STAMPED LAMBERT NO 2
 LC0774'1961.  THE MARK IS 95 FEET SOUTH OF TELEPHONE POLE, 49 FEET
 LC0774'EAST-SOUTHEAST OF EAST RAIL OF RAILROAD TRACKS AND 28 FEET
 LC0774'WEST-SOUTHWEST OF CENTER OF ROAD.
 LC0774'
 LC0774'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP
 LC0774'OF 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC0774'SURFACE OF THE GROUND AND IS STAMPED LAMBERT 1961.  THE MARK
 LC0774'IS 52 FEET EAST OF EAST RAIL OF RAILROAD TRACKS, 27 FEET
 LC0774'WEST OF CENTER OF GRAVEL ROAD, 24 FEET SOUTH-SOUTHEAST OF
 LC0774'TELEPHONE POLE AND 2.5 FEET SOUTH OF WITNESS POST.
 LC0774'
 LC0774'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 LC0774'ON GRAVEL ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT AS
 LC0774'DESCRIBED.
 LC0774'
 LC0774'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 LC0774
 LC0774                          STATION RECOVERY (1961)
 LC0774
 LC0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LC0774'2.4 MI NE FROM PONTIAC.
 LC0774'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0774'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, THENCE
 LC0774'0.5 MILES SOUTHWEST ALONG A GRAVEL ROAD AT THE JUNCTION OF A DRIVE
 LC0774'EAST TO A FARM HOUSE, 19 FEET SOUTHEAST OF THE CENTER LINE OF
 LC0774'THE ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE FARM DRIVE EAST
 LC0774'TO A FARM HOUSE, 15.5 FEET WEST OF A WIRE BRACED TELEPHONE
 LC0774'POLE, 22 FEET NORTHWEST A POWER POLE, 4.5 FEET NORTHEAST OF A
 LC0774'FENCE CORNER, 3.9 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 LC0774'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LC0774'WITH THE GROUND.
 LC0774
 LC0774                          STATION RECOVERY (1970)
 LC0774
 LC0774'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (JKK)
 LC0774'LAMBERT 1961-GOOD DESCRIPTION IS OK
 LC0774'
 LC0774'LAMBERT NO. 1 1961-GOOD DESCRIPTION IS ADEQUATE SEE NOTE
 LC0774'
 LC0774'LAMBERT NO. 2 1961-GOOD DESCRIPTION IS ADEQUATE SEE NOTE
 LC0774'
 LC0774'LAMBERT 1961-AZI. MK. GOOD DESCRIPTION IS ADEQUATE SEE NOTE
 LC0774'
 LC0774'NOTE--LAMBERT NO. 1 A NEW DISTANCE WAS NOTED AS FOLLOWS--62.7
 LC0774'FEET EAST-SOUTHEAST OF EAST RAIL OF RAILROAD TRACKS.
 LC0774'
 LC0774'NOTE--LAMBERT NO. 2 THE MARK IS 64.4 FEET SOUTH OF POWER POLE,
 LC0774'AND 61.7 FEET EAST-SOUTHEAST OF EAST RAIL OF RAILROAD TRACKS.
 LC0774'
 LC0774'NOTE--AZI. MK. THE MARK IS 65.0 FEET EAST OF EAST RAIL OF
 LC0774'RAILROAD TRACKS, AND 17.2 FEET NORTH-NORTHEAST OF TELEPHONE
 LC0774'POLE.
 LC0774
 LC0774                          STATION RECOVERY (1990)
 LC0774
 LC0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LC0774'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 LC0774'FOR.  STATION IS ALSO A BENCH MARK.
 LC0774'STATION IS LOCATED ABOUT 13 KM (8.1 MI) SOUTHWEST OF ODELL, ALONG A
 LC0774'GRAVEL ROAD THAT IS PARALLEL TO OLD ROUTE 66, AT THE JUNCTION OF THE
 LC0774'ROAD AND A FARM LANE, IN THE NORTHEAST 1/4 OF SECTION 11, T 28 N, R 5
 LC0774'E.  OWNERSHIP--DEPARTMENT OF TRANSPORTATION.
 LC0774'TO REACH FROM THE ODELL EXIT ON INTERSTATE HIGHWAY 55 (EXIT 209), GO
 LC0774'EAST ON ROAD 2600 N FOR 0.53 KM (0.33 MI) TO OLD HIGHWAY 66.  TURN
 LC0774'RIGHT, SOUTH, FOR 9.28 KM (5.77 MI) TO ROAD 2125 N ON THE RIGHT AT
 LC0774'CORNER OF A CEMETERY.  CONTINUE AHEAD FOR 2.47 KM (1.53 MI) TO A
 LC0774'PAVED ROAD LEFT LEADING TO AN ELEVATOR AND LARGE STORAGE BINS.  TURN
 LC0774'LEFT, SOUTHEAST, ON ROAD 2000 N FOR 0.06 KM (0.04 MI) TO A GRAVEL
 LC0774'ROAD RIGHT.  TURN RIGHT, SOUTHWEST, ON ROAD 1700 E FOR 0.74 KM
 LC0774'(0.46 MI) TO THE FARM LANE AND STATION ON THE LEFT.
 LC0774'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 1 CM
 LC0774'BELOW GROUND.  1T IS 5.6 M (18.4 FT) EAST OF THE ROAD CENTER, 7 M
 LC0774'(23.0 FT) SOUTHWEST OF THE LANE CENTER, 16.2 M (53.1 FT) SOUTH OF
 LC0774'POWER POLE 112 A1, 1.5 M (4.9 FT) SOUTHEAST OF A 12-CM SHORT WOOD
 LC0774'POST, AND 0.3 M (1.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 LC0774
 LC0774                          STATION RECOVERY (1997)
 LC0774
 LC0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 LC0774'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF PONTIAC ON
 LC0774'THE EAST SIDE OF A ROAD WHICH RUNS PARALLEL WITH RAILROAD TRACKS AND
 LC0774'OLD U.S. ROUTE 66.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LC0774'55 AND STATE ROUTE 23 (EXIT 201), ABOUT 2.5 MI (4.0 KM) NORTH OF
 LC0774'PONTIAC, GO SOUTH ON ROUTE 23 FOR 0.34 MI (0.55 KM) TO A ROAD LEFT AT
 LC0774'SIGN FRONTAGE ROAD ENTRANCE.  TURN LEFT, EAST, THEN NORTHEAST, THEN
 LC0774'EAST, ON ROAD 2000N FOR 2.16 MI (3.48 KM) TO ITS INTERSECTION WITH OLD
 LC0774'U.S. ROUTE 66 AND A RAILROAD CROSSING.  CONTINUE AHEAD, ACROSS ROUTE
 LC0774'66 AND TRACKS, TO A ROAD RIGHT, SOUTHWEST, ALONG THE SOUTHEAST SIDE OF
 LC0774'TRACKS.  TURN RIGHT, SOUTHWEST, ON ROAD 1700E FOR 0.5 MI (0.8 KM) TO A
 LC0774'FARM LANE LEFT AND THE STATION ON THE LEFT, 5.1 M (16.7 FT) SOUTHEAST
 LC0774'OF THE CENTER OF THE ROAD, 8.4 M (27.6 FT) SOUTH OF THE INTERSECTION
 LC0774'OF THE ROAD AND GRAVEL LANE EAST, 7 M (23.0 FT) SOUTHWEST OF THE
 LC0774'CENTER OF THE LANE, 16.O M SOUTH-SOUTHEAST OF A POWER POLE, AND 14.1 M
 LC0774'(46.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST ACROSS ROAD.
 LC0774
 LC0774                          STATION RECOVERY (2002)
 LC0774
 LC0774'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0774'RECOVERED AS DESCRIBED
 LC0774' 
 LC0774'
 LC0774
 LC0774                          STATION RECOVERY (2002)
 LC0774
 LC0774'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 LC0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0772 ***********************************************************************
 LC0772  DESIGNATION -  LAMBERT AZ MK
 LC0772  PID         -  LC0772
 LC0772  STATE/COUNTY-  IL/LIVINGSTON
 LC0772  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0772
 LC0772                         *CURRENT SURVEY CONTROL
 LC0772  ___________________________________________________________________
 LC0772* NAD 83(1986)-  40 54 29.     (N)    088 36 47.     (W)     SCALED    
 LC0772* NAVD 88     -       197.906  (meters)     649.30   (feet)  ADJUSTED  
 LC0772  ___________________________________________________________________
 LC0772  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC0772  DYNAMIC HT  -         197.822 (meters)     649.02  (feet)  COMP
 LC0772  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 LC0772
 LC0772  VERT ORDER  -  SECOND    CLASS 0
 LC0772
 LC0772.The horizontal coordinates were scaled from a topographic map and have
 LC0772.an estimated accuracy of +/- 6 seconds.
 LC0772
 LC0772.The orthometric height was determined by differential leveling
 LC0772.and adjusted by the National Geodetic Survey in June 1991..
 LC0772
 LC0772.The geoid height was determined by GEOID03.
 LC0772
 LC0772.The dynamic height is computed by dividing the NAVD 88
 LC0772.geopotential number by the normal gravity value computed on the
 LC0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0772.degrees latitude (g = 980.6199 gals.).
 LC0772
 LC0772.The modeled gravity was interpolated from observed gravity values.
 LC0772
 LC0772;                    North         East    Units  Estimated Accuracy
 LC0772;SPC IL E     -   470,870.      276,430.      MT  (+/- 180 meters Scaled)
 LC0772
 LC0772                          SUPERSEDED SURVEY CONTROL
 LC0772
 LC0772  NGVD 29 (??/??/92)  197.968  (m)          649.50   (f) ADJ UNCH    2 0
 LC0772
 LC0772.Superseded values are not recommended for survey control.
 LC0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0772.See file dsdata.txt to determine how the superseded data were derived.
 LC0772
 LC0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL641298(NAD 83)
 LC0772_MARKER: DZ = AZIMUTH MARK DISK
 LC0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0772_STAMPING: LAMBERT 1961
 LC0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0772+STABILITY: SURFACE MOTION
 LC0772
 LC0772  HISTORY     - Date     Condition        Report By
 LC0772  HISTORY     - 1961     MONUMENTED       CGS
 LC0772
 LC0772                          STATION DESCRIPTION
 LC0772
 LC0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0772'2.1 MI NE FROM PONTIAC.
 LC0772'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0772'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, THENCE
 LC0772'0.8 MILES SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 0.35 MILES
 LC0772'SOUTHWEST OF THE JUNCTION OF A FARM DRIVE EAST TO A FARM HOUSE,
 LC0772'27 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 53 FEET
 LC0772'SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHBOUND TRACK OF THE
 LC0772'GULF, MOBILE AND OHIO RAIL ROAD, 2 FEET SOUTHEAST OF A TELEPHONE
 LC0772'POLE, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 LC0772'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LC0772'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0773 ***********************************************************************
 LC0773  DESIGNATION -  LAMBERT RM 1
 LC0773  PID         -  LC0773
 LC0773  STATE/COUNTY-  IL/LIVINGSTON
 LC0773  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0773
 LC0773                         *CURRENT SURVEY CONTROL
 LC0773  ___________________________________________________________________
 LC0773* NAD 83(1986)-  40 54 42.     (N)    088 36 34.     (W)     SCALED    
 LC0773* NAVD 88     -       200.442  (meters)     657.62   (feet)  ADJUSTED  
 LC0773  ___________________________________________________________________
 LC0773  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC0773  DYNAMIC HT  -         200.357 (meters)     657.34  (feet)  COMP
 LC0773  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 LC0773
 LC0773  VERT ORDER  -  SECOND    CLASS 0
 LC0773
 LC0773.The horizontal coordinates were scaled from a topographic map and have
 LC0773.an estimated accuracy of +/- 6 seconds.
 LC0773
 LC0773.The orthometric height was determined by differential leveling
 LC0773.and adjusted by the National Geodetic Survey in June 1991..
 LC0773
 LC0773.The geoid height was determined by GEOID03.
 LC0773
 LC0773.The dynamic height is computed by dividing the NAVD 88
 LC0773.geopotential number by the normal gravity value computed on the
 LC0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0773.degrees latitude (g = 980.6199 gals.).
 LC0773
 LC0773.The modeled gravity was interpolated from observed gravity values.
 LC0773
 LC0773;                    North         East    Units  Estimated Accuracy
 LC0773;SPC IL E     -   471,270.      276,740.      MT  (+/- 180 meters Scaled)
 LC0773
 LC0773                          SUPERSEDED SURVEY CONTROL
 LC0773
 LC0773  NGVD 29 (??/??/92)  200.504  (m)          657.82   (f) ADJ UNCH    2 0
 LC0773
 LC0773.Superseded values are not recommended for survey control.
 LC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0773.See file dsdata.txt to determine how the superseded data were derived.
 LC0773
 LC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL644301(NAD 83)
 LC0773_MARKER: DR = REFERENCE MARK DISK
 LC0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0773_STAMPING: LAMBERT NO 1 1961
 LC0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0773+STABILITY: SURFACE MOTION
 LC0773
 LC0773  HISTORY     - Date     Condition        Report By
 LC0773  HISTORY     - 1961     MONUMENTED       CGS
 LC0773
 LC0773                          STATION DESCRIPTION
 LC0773
 LC0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0773'2.4 MI NE FROM PONTIAC.
 LC0773'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0773'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, THENCE
 LC0773'0.5 MILES SOUTHWEST ALONG A GRAVEL ROAD AT THE JUNCTION OF A
 LC0773'DRIVE EAST TO A FARM HOUSE, 26 FEET NORTHWEST OF THE CENTER LINE
 LC0773'OF THE ROAD, 80 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF THE
 LC0773'FARM DRIVE EAST, 75 FEET WEST-SOUTHWEST OF THE FENCE CORNER,
 LC0773'87.2 FEET WEST-SOUTHWEST OF TRAVERSE STATION LAMBERT, 75.5 FEET
 LC0773'WEST-SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 LC0773'ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0775 ***********************************************************************
 LC0775  DESIGNATION -  LAMBERT RM 2
 LC0775  PID         -  LC0775
 LC0775  STATE/COUNTY-  IL/LIVINGSTON
 LC0775  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0775
 LC0775                         *CURRENT SURVEY CONTROL
 LC0775  ___________________________________________________________________
 LC0775* NAD 83(1986)-  40 54 42.     (N)    088 36 34.     (W)     SCALED    
 LC0775* NAVD 88     -       200.366  (meters)     657.37   (feet)  ADJUSTED  
 LC0775  ___________________________________________________________________
 LC0775  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LC0775  DYNAMIC HT  -         200.282 (meters)     657.09  (feet)  COMP
 LC0775  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 LC0775
 LC0775  VERT ORDER  -  SECOND    CLASS 0
 LC0775
 LC0775.The horizontal coordinates were scaled from a topographic map and have
 LC0775.an estimated accuracy of +/- 6 seconds.
 LC0775
 LC0775.The orthometric height was determined by differential leveling
 LC0775.and adjusted by the National Geodetic Survey in June 1991..
 LC0775
 LC0775.The geoid height was determined by GEOID03.
 LC0775
 LC0775.The dynamic height is computed by dividing the NAVD 88
 LC0775.geopotential number by the normal gravity value computed on the
 LC0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0775.degrees latitude (g = 980.6199 gals.).
 LC0775
 LC0775.The modeled gravity was interpolated from observed gravity values.
 LC0775
 LC0775;                    North         East    Units  Estimated Accuracy
 LC0775;SPC IL E     -   471,270.      276,740.      MT  (+/- 180 meters Scaled)
 LC0775
 LC0775                          SUPERSEDED SURVEY CONTROL
 LC0775
 LC0775  NGVD 29 (??/??/92)  200.428  (m)          657.57   (f) ADJ UNCH    2 0
 LC0775
 LC0775.Superseded values are not recommended for survey control.
 LC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0775.See file dsdata.txt to determine how the superseded data were derived.
 LC0775
 LC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL644301(NAD 83)
 LC0775_MARKER: DR = REFERENCE MARK DISK
 LC0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0775_STAMPING: LAMBERT NO 2 1961
 LC0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0775+STABILITY: SURFACE MOTION
 LC0775
 LC0775  HISTORY     - Date     Condition        Report By
 LC0775  HISTORY     - 1961     MONUMENTED       CGS
 LC0775
 LC0775                          STATION DESCRIPTION
 LC0775
 LC0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0775'2.4 MI NE FROM PONTIAC.
 LC0775'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0775'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, THENCE
 LC0775'0.5 MILE SOUTHWEST ALONG A GRAVELED ROAD AT THE JUNCTION OF A
 LC0775'DRIVEWAY EAST TO A FARM HOUSE, 28 FEET NORTHWEST OF THE CENTER
 LC0775'LINE OF THE ROAD, 9.5 FEET NORTHEAST OF THE EXTENDED CENTER LINE
 LC0775'OF THE DRIVE EAST, 44 FEET SOUTHWEST OF A TELEPHONE POLE, 79.5
 LC0775'FEET NORTH-NORTHWEST OF A FENCE CORNER, 75.4 FEET NORTH-NORTHWEST
 LC0775'OF TRAVERSE STATION LAMBERT, 78.6 FEET NORTH-NORTHWEST OF A METAL
 LC0775'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN
 LC0775'THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1960 ***********************************************************************
 ME1960  DESIGNATION -  LAMP
 ME1960  PID         -  ME1960
 ME1960  STATE/COUNTY-  IL/COOK
 ME1960  USGS QUAD   -  JACKSON PARK (1993)
 ME1960
 ME1960                         *CURRENT SURVEY CONTROL
 ME1960  ___________________________________________________________________
 ME1960* NAD 83(1986)-  41 53 24.     (N)    087 36 35.     (W)     SCALED    
 ME1960* NAVD 88     -       178.475  (meters)     585.55   (feet)  ADJUSTED  
 ME1960  ___________________________________________________________________
 ME1960  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 ME1960  DYNAMIC HT  -         178.415 (meters)     585.35  (feet)  COMP
 ME1960  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 ME1960
 ME1960  VERT ORDER  -  FIRST     CLASS 0
 ME1960
 ME1960.The horizontal coordinates were scaled from a topographic map and have
 ME1960.an estimated accuracy of +/- 6 seconds.
 ME1960
 ME1960.The orthometric height was determined by differential leveling
 ME1960.and adjusted by the National Geodetic Survey in June 1991..
 ME1960
 ME1960.The geoid height was determined by GEOID03.
 ME1960
 ME1960.The dynamic height is computed by dividing the NAVD 88
 ME1960.geopotential number by the normal gravity value computed on the
 ME1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1960.degrees latitude (g = 980.6199 gals.).
 ME1960
 ME1960.The modeled gravity was interpolated from observed gravity values.
 ME1960
 ME1960;                    North         East    Units  Estimated Accuracy
 ME1960;SPC IL E     -   580,140.      360,050.      MT  (+/- 180 meters Scaled)
 ME1960
 ME1960                          SUPERSEDED SURVEY CONTROL
 ME1960
 ME1960  NGVD 29 (??/??/92)  178.56   (m)          585.8    (f) COMPUTED    1 0
 ME1960
 ME1960.Superseded values are not recommended for survey control.
 ME1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1960.See file dsdata.txt to determine how the superseded data were derived.
 ME1960
 ME1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM494377(NAD 83)
 ME1960_MARKER: DD = SURVEY DISK
 ME1960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1960_SP_SET: DOCK
 ME1960_STAMPING: LAMP 1946
 ME1960_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1960
 ME1960  HISTORY     - Date     Condition        Report By
 ME1960  HISTORY     - 1946     MONUMENTED       USLS
 ME1960  HISTORY     - 1973     GOOD             NGS
 ME1960  HISTORY     - 19950809 SEE DESCRIPTION  NOS
 ME1960
 ME1960                          STATION DESCRIPTION
 ME1960
 ME1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ME1960'IN CHICAGO.
 ME1960'0.75 MILES EAST ALONG OHIO STREET FROM THE INTERSECTION WITH NORTH
 ME1960'MICHIGAN BOULEVARD AT CHICAGO, NORTH OF ENTRANCE TO THE CHICAGO RIVER,
 ME1960'308.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE PORT OF CHICAGO
 ME1960'BUILDING AT NAVY PIER, 249.0 FEET SOUTH OF TIDE GAUGE, 370.0 FEET
 ME1960'NORTH OF RIVER FACE OF NORTH PIER, IN LINE WITH CENTER OF DOCK LEADING
 ME1960'SOUTH FROM INNER END OF NAVY PIER, 13.6 FEET EAST OF BASE OF LAMP POST
 ME1960'NO. 46.  SET IN TOP AND CENTER OF DOCK.
 ME1960
 ME1960                          STATION RECOVERY (1995)
 ME1960
 ME1960'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 ME1960'0.75 MILES (1.21 KM) EAST ALONG OHIO STREET FROM THE INTERSECTION WITH
 ME1960'NORTH MICHIGAN BOULEVARD AT CHICAGO, NORTH OF ENTRANCE TO THE CHICAGO
 ME1960'RIVER, 308.0 FEET (93.9 M) SOUTH OF THE SOUTHWEST CORNER OF THE PORT
 ME1960'OF CHICAGO BUILDING AT NAVY PIER, 249.0 FEET (75.9 M) SOUTH OF TIDE
 ME1960'GAUGE, 370.0 FEET (112.8 M) NORTH OF RIVER FACE OF NORTH PIER, IN LINE
 ME1960'WITH CENTER OF DOCK LEADING SOUTH FROM INNER END OF NAVY PIER, 13.6
 ME1960'FEET (4.1 M) EAST OF BASE OF LAMP POST NO.  46.  SET IN TOP AND CENTER
 ME1960'OF DOCK. PIER HAS BEEN RECAPPED, BM IS PRESUMED TO BE COVER WITH
 ME1960'APPROXIMATELY 1.0 FT (0.3 M) OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1563 ***********************************************************************
 NH1563  DESIGNATION -  LANARK HIGH SCHOOL TOWER
 NH1563  PID         -  NH1563
 NH1563  STATE/COUNTY-  IL/CARROLL
 NH1563  USGS QUAD   -  LANARK (1985)
 NH1563
 NH1563                         *CURRENT SURVEY CONTROL
 NH1563  ___________________________________________________________________
 NH1563* NAD 83(1997)-  42 06 03.06901(N)    089 49 38.91123(W)     ADJUSTED  
 NH1563* NAVD 88     -                                                        
 NH1563  ___________________________________________________________________
 NH1563  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 NH1563  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NH1563
 NH1563  HORZ ORDER  -  THIRD
 NH1563
 NH1563.The horizontal coordinates were established by classical geodetic methods
 NH1563.and adjusted by the National Geodetic Survey in October 1999..
 NH1563
 NH1563
 NH1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1563
 NH1563.The geoid height was determined by GEOID03.
 NH1563
 NH1563;                    North         East     Units Scale Factor Converg.
 NH1563;SPC IL W     -   603,339.718   728,056.208   MT  0.99995086   +0 13 38.7
 NH1563;SPC IL W     - 1,979,457.06  2,388,631.08   sFT  0.99995086   +0 13 38.7
 NH1563;UTM  16      - 4,664,843.263   266,195.585   MT  1.00027268   -1 53 47.4
 NH1563
 NH1563                          SUPERSEDED SURVEY CONTROL
 NH1563
 NH1563  NAD 83(1997)-  42 06 03.06901(N)    089 49 38.91122(W) AD(       ) 4
 NH1563  NAD 83(1986)-  42 06 03.07276(N)    089 49 38.91330(W) AD(       ) 4
 NH1563  NAD 27      -  42 06 02.98000(N)    089 49 38.48000(W) AD(       ) 3
 NH1563
 NH1563.Superseded values are not recommended for survey control.
 NH1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1563.See file dsdata.txt to determine how the superseded data were derived.
 NH1563
 NH1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6619664843(NAD 83)
 NH1563_MARKER: 55 = TOWER
 NH1563
 NH1563  HISTORY     - Date     Condition        Report By
 NH1563  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1563  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 NH1563  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NH1563  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 NH1563
 NH1563                          STATION DESCRIPTION
 NH1563
 NH1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1563'THIS STATION IS THE TOWER ON THE WEST SIDE OF THE LANARK HIGH
 NH1563'SCHOOL IN THE VILLAGE OF LANARK, ILLINOIS.  IT IS ABOUT
 NH1563'160 FEET EAST OF THE CENTERLINE OF SOUTH HIGH STREET, AND
 NH1563'ABOUT 135 FEET SOUTH OF THE CENTERLINE OF EAST FRANKLIN STREET,
 NH1563'IN THE SOUTH EASTERN PART OF THE TOWN.  THE BUILDING WAS
 NH1563'ERECTED IN 1894.  THE TOWER IS NOT VERY PROMINENT.
 NH1563'
 NH1563'THE TOWER IS ON TOP OF A RED BRICK BUILDING ABOUT 50 FEET
 NH1563'HIGH.  THE TOWER IS A SQUARE RED BRICK STRUCTURE AND HAS A
 NH1563'SCREENED SEMI-CIRCULAR WINDOW IN EACH SIDE.  THE TOWER IS
 NH1563'ABOUT 30 FEET HIGH.  THE PYRAMIDAL ROOF IS ABOUT 8 FEET HIGH
 NH1563'AND HAS A 15-FOOT FLAGSTAFF AT ITS APEX.  THE TOTAL HEIGHT
 NH1563'IS ABOUT 100 FT.
 NH1563
 NH1563                          STATION RECOVERY (1995)
 NH1563
 NH1563'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1563'MARK NOT FOUND.
 NH1563
 NH1563                          STATION RECOVERY (2001)
 NH1563
 NH1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1563
 NH1563                          STATION RECOVERY (2003)
 NH1563
 NH1563'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH1563'TOWER WAS ON OLD SCHOOL BUILDING WHICH HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1562 ***********************************************************************
 NH1562  DESIGNATION -  LANARK MUNICIPAL TANK
 NH1562  PID         -  NH1562
 NH1562  STATE/COUNTY-  IL/CARROLL
 NH1562  USGS QUAD   -  LANARK (1985)
 NH1562
 NH1562                         *CURRENT SURVEY CONTROL
 NH1562  ___________________________________________________________________
 NH1562* NAD 83(1997)-  42 06 14.47968(N)    089 50 03.03187(W)     ADJUSTED  
 NH1562* NAVD 88     -                                                        
 NH1562  ___________________________________________________________________
 NH1562  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 NH1562  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NH1562
 NH1562  HORZ ORDER  -  THIRD
 NH1562
 NH1562.The horizontal coordinates were established by classical geodetic methods
 NH1562.and adjusted by the National Geodetic Survey in October 1999..
 NH1562
 NH1562
 NH1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1562
 NH1562.The geoid height was determined by GEOID03.
 NH1562
 NH1562;                    North         East     Units Scale Factor Converg.
 NH1562;SPC IL W     -   603,689.587   727,500.633   MT  0.99995048   +0 13 22.5
 NH1562;SPC IL W     - 1,980,604.92  2,386,808.33   sFT  0.99995048   +0 13 22.5
 NH1562;UTM  16      - 4,665,213.602   265,653.183   MT  1.00027580   -1 54 04.0
 NH1562
 NH1562                          SUPERSEDED SURVEY CONTROL
 NH1562
 NH1562  NAD 83(1997)-  42 06 14.47968(N)    089 50 03.03187(W) AD(       ) 4
 NH1562  NAD 83(1986)-  42 06 14.48451(N)    089 50 03.03142(W) AD(       ) 4
 NH1562  NAD 27      -  42 06 14.42000(N)    089 50 02.44000(W) AD(       ) 3
 NH1562
 NH1562.Superseded values are not recommended for survey control.
 NH1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1562.See file dsdata.txt to determine how the superseded data were derived.
 NH1562
 NH1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6565365214(NAD 83)
 NH1562_MARKER: 53 = ELEVATED TANK
 NH1562
 NH1562  HISTORY     - Date     Condition        Report By
 NH1562  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1562  HISTORY     - 19950515 GOOD             USPSQD
 NH1562  HISTORY     - 20011203 MARK NOT FOUND   NGS
 NH1562  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 NH1562
 NH1562                          STATION DESCRIPTION
 NH1562
 NH1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1562'THIS STATION IS THE MUNICIPAL TANK IN THE VILLAGE OF LANARK,
 NH1562'ILLINOIS.  IT IS LOCATED ABOUT 210 FEET SOUTH OF THE CENTERLINE
 NH1562'OF W. CLAREMONT STREET, AND ABOUT 60 FEET EAST OF THE CENTERLINE
 NH1562'OF N. BOYD STREET.  THE TANK WAS ERECTED IN 1917 AND IS FAIRLY
 NH1562'PROMINENT.
 NH1562'
 NH1562'THE TANK HAS 12 X-BEAM LEGS ABOUT 90 FEET HIGH.  THE LEGS
 NH1562'ARE BLACK.  THE SILVER VERTICAL SECTION SETS ON A ROUND BLACK
 NH1562'RAILED PLATFORM AND IS ABOUT 20 FEET HIGH.  THE CONICAL ROOF
 NH1562'IS ABOUT 5 FEET HIGH AND HAS A LARGE BLACK BALL AT ITS APEX.
 NH1562'THE TOTAL HEIGHT IS ABOUT 115 FEET.
 NH1562
 NH1562                          STATION RECOVERY (1995)
 NH1562
 NH1562'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1562'RECOVERED IN GOOD CONDITION.
 NH1562
 NH1562                          STATION RECOVERY (2001)
 NH1562
 NH1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH1562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH1562
 NH1562                          STATION RECOVERY (2003)
 NH1562
 NH1562'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH1562'TANK REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0685 ***********************************************************************
 NH0685  DESIGNATION -  LANARK RM 1
 NH0685  PID         -  NH0685
 NH0685  STATE/COUNTY-  IL/CARROLL
 NH0685  USGS QUAD   -  LANARK (1985)
 NH0685
 NH0685                         *CURRENT SURVEY CONTROL
 NH0685  ___________________________________________________________________
 NH0685* NAD 83(1986)-  42 05 44.     (N)    089 49 58.     (W)     SCALED    
 NH0685* NAVD 88     -       259.854  (meters)     852.54   (feet)  ADJUSTED  
 NH0685  ___________________________________________________________________
 NH0685  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NH0685  DYNAMIC HT  -         259.765 (meters)     852.25  (feet)  COMP
 NH0685  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 NH0685
 NH0685  VERT ORDER  -  FIRST     CLASS I
 NH0685
 NH0685.The horizontal coordinates were scaled from a topographic map and have
 NH0685.an estimated accuracy of +/- 6 seconds.
 NH0685
 NH0685.The orthometric height was determined by differential leveling
 NH0685.and adjusted by the National Geodetic Survey in June 1991..
 NH0685
 NH0685.The geoid height was determined by GEOID03.
 NH0685
 NH0685.The dynamic height is computed by dividing the NAVD 88
 NH0685.geopotential number by the normal gravity value computed on the
 NH0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0685.degrees latitude (g = 980.6199 gals.).
 NH0685
 NH0685.The modeled gravity was interpolated from observed gravity values.
 NH0685
 NH0685;                    North         East    Units  Estimated Accuracy
 NH0685;SPC IL W     -   602,750.      727,620.      MT  (+/- 180 meters Scaled)
 NH0685
 NH0685                          SUPERSEDED SURVEY CONTROL
 NH0685
 NH0685  NGVD 29 (??/??/92)  259.888  (m)          852.65   (f) ADJ UNCH    1 1
 NH0685
 NH0685.Superseded values are not recommended for survey control.
 NH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0685.See file dsdata.txt to determine how the superseded data were derived.
 NH0685
 NH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM657642(NAD 83)
 NH0685_MARKER: DR = REFERENCE MARK DISK
 NH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0685_STAMPING: LANARK NO 1 USGS 1938
 NH0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0685+STABILITY: SURFACE MOTION
 NH0685
 NH0685  HISTORY     - Date     Condition        Report By
 NH0685  HISTORY     - 1938     MONUMENTED       CGS
 NH0685  HISTORY     - 1970     GOOD             NGS
 NH0685  HISTORY     - 1987     GOOD             USPSQD
 NH0685  HISTORY     - 19950515 GOOD             USPSQD
 NH0685  HISTORY     - 20011203 GOOD             NGS
 NH0685  HISTORY     - 20031002 GOOD             USPSQD
 NH0685
 NH0685                          STATION DESCRIPTION
 NH0685
 NH0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0685'0.4 MI S FROM LANARK.
 NH0685'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 NH0685'AT LANARK, 82 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 NH0685'STATE HIGHWAYS 64 AND 72 AND U.S. HIGHWAY 52, 27 FEET EAST OF
 NH0685'THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS SOUTH, 40.5 FEET
 NH0685'WEST OF THE NORTHWEST CORNER OF A 2-STORY HOUSE, 8.3 FEET WEST
 NH0685'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 85.9 FEET NORTHEAST
 NH0685'AND ACROSS THE GRAVELED ROAD FROM TT STA 100 (USGS), 179.8 FEET
 NH0685'NORTH OF LANARK RM 2, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD,
 NH0685'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 NH0685'SURFACE OF THE GROUND.  SECTION 8, T24N, R6E.
 NH0685
 NH0685                          STATION RECOVERY (1987)
 NH0685
 NH0685'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0685'RECOVERED IN GOOD CONDITION.
 NH0685
 NH0685                          STATION RECOVERY (1995)
 NH0685
 NH0685'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0685'RECOVERED IN GOOD CONDITION.
 NH0685
 NH0685                          STATION RECOVERY (2001)
 NH0685
 NH0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0685'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0685
 NH0685                          STATION RECOVERY (2003)
 NH0685
 NH0685'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0687 ***********************************************************************
 NH0687  DESIGNATION -  LANARK RM 2
 NH0687  PID         -  NH0687
 NH0687  STATE/COUNTY-  IL/CARROLL
 NH0687  USGS QUAD   -  LANARK (1985)
 NH0687
 NH0687                         *CURRENT SURVEY CONTROL
 NH0687  ___________________________________________________________________
 NH0687* NAD 83(1986)-  42 05 41.     (N)    089 49 56.     (W)     SCALED    
 NH0687* NAVD 88     -       258.962  (meters)     849.61   (feet)  ADJUSTED  
 NH0687  ___________________________________________________________________
 NH0687  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NH0687  DYNAMIC HT  -         258.874 (meters)     849.32  (feet)  COMP
 NH0687  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 NH0687
 NH0687  VERT ORDER  -  FIRST     CLASS I
 NH0687
 NH0687.The horizontal coordinates were scaled from a topographic map and have
 NH0687.an estimated accuracy of +/- 6 seconds.
 NH0687
 NH0687.The orthometric height was determined by differential leveling
 NH0687.and adjusted by the National Geodetic Survey in June 1991..
 NH0687
 NH0687.The geoid height was determined by GEOID03.
 NH0687
 NH0687.The dynamic height is computed by dividing the NAVD 88
 NH0687.geopotential number by the normal gravity value computed on the
 NH0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0687.degrees latitude (g = 980.6199 gals.).
 NH0687
 NH0687.The modeled gravity was interpolated from observed gravity values.
 NH0687
 NH0687;                    North         East    Units  Estimated Accuracy
 NH0687;SPC IL W     -   602,660.      727,670.      MT  (+/- 180 meters Scaled)
 NH0687
 NH0687                          SUPERSEDED SURVEY CONTROL
 NH0687
 NH0687  NGVD 29 (??/??/92)  258.996  (m)          849.72   (f) ADJ UNCH    1 1
 NH0687
 NH0687.Superseded values are not recommended for survey control.
 NH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0687.See file dsdata.txt to determine how the superseded data were derived.
 NH0687
 NH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM657641(NAD 83)
 NH0687_MARKER: DR = REFERENCE MARK DISK
 NH0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0687_STAMPING: LANARK NO 2 USGS 1938
 NH0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0687+STABILITY: SURFACE MOTION
 NH0687
 NH0687  HISTORY     - Date     Condition        Report By
 NH0687  HISTORY     - 1938     MONUMENTED       CGS
 NH0687  HISTORY     - 1970     GOOD             NGS
 NH0687  HISTORY     - 1987     GOOD             USPSQD
 NH0687  HISTORY     - 19950515 GOOD             USPSQD
 NH0687  HISTORY     - 20011203 GOOD             NGS
 NH0687  HISTORY     - 20031002 GOOD             USPSQD
 NH0687
 NH0687                          STATION DESCRIPTION
 NH0687
 NH0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0687'0.4 MI S FROM LANARK.
 NH0687'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST
 NH0687'OFFICE AT LANARK, 262 FEET SOUTH OF THE CENTER OF THE
 NH0687'INTERSECTION OF STATE HIGHWAYS 64 AND 72 AND U.S. HIGHWAY 52, 26
 NH0687'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS
 NH0687'SOUTH, 28.5 FEET SOUTH OF THE CENTER OF A METAL FRAMED GATE, 1.0
 NH0687'FOOT WEST OF A FENCE, 126.9 FEET SOUTHEAST AND ACROSS THE
 NH0687'GRAVELED ROAD FROM TT STA 100 (USGS), 179.8 FEET SOUTH OF LANARK
 NH0687'RM 1, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 NH0687'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 NH0687'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 8,
 NH0687'T24N, R6E.
 NH0687
 NH0687                          STATION RECOVERY (1987)
 NH0687
 NH0687'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0687'RECOVERED IN GOOD CONDITION.
 NH0687
 NH0687                          STATION RECOVERY (1995)
 NH0687
 NH0687'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0687'RECOVERED IN GOOD CONDITION.
 NH0687
 NH0687                          STATION RECOVERY (2001)
 NH0687
 NH0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0687'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0687
 NH0687                          STATION RECOVERY (2003)
 NH0687
 NH0687'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9187 ***********************************************************************
 DG9187  DESIGNATION -  LANCASTER 1
 DG9187  PID         -  DG9187
 DG9187  STATE/COUNTY-  IL/STEPHENSON
 DG9187  USGS QUAD   -  FREEPORT EAST (1978)
 DG9187
 DG9187                         *CURRENT SURVEY CONTROL
 DG9187  ___________________________________________________________________
 DG9187* NAD 83(1997)-  42 19 51.11800(N)    089 34 13.38685(W)     ADJUSTED  
 DG9187* NAVD 88     -       272.1    (meters)     893.     (feet)  GPS OBS   
 DG9187  ___________________________________________________________________
 DG9187  X           -      35,409.920 (meters)                     COMP
 DG9187  Y           -  -4,722,372.494 (meters)                     COMP
 DG9187  Z           -   4,273,005.125 (meters)                     COMP
 DG9187  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DG9187  ELLIP HEIGHT-         238.78  (meters)          (03/01/05) GPS OBS
 DG9187  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 DG9187
 DG9187  HORZ ORDER  -  FIRST
 DG9187  ELLP ORDER  -  FOURTH    CLASS I
 DG9187
 DG9187.The horizontal coordinates were established by GPS observations
 DG9187.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9187
 DG9187.The orthometric height was determined by GPS observations and a
 DG9187.high-resolution geoid model.
 DG9187
 DG9187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9187
 DG9187.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9187
 DG9187.The ellipsoidal height was determined by GPS observations
 DG9187.and is referenced to NAD 83.
 DG9187
 DG9187.The geoid height was determined by GEOID03.
 DG9187
 DG9187;                    North         East     Units Scale Factor Converg.
 DG9187;SPC IL W     -   629,004.074   749,142.819   MT  0.99997088   +0 24 05.6
 DG9187;SPC IL W     - 2,063,657.53  2,457,812.73   sFT  0.99997088   +0 24 05.6
 DG9187;UTM  16      - 4,689,712.981   288,226.383   MT  1.00015184   -1 43 53.6
 DG9187
 DG9187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9187!SPC IL W     -   0.99996255  x   0.99997088  =   0.99993343
 DG9187!UTM  16      -   0.99996255  x   1.00015184  =   1.00011439
 DG9187
 DG9187                          SUPERSEDED SURVEY CONTROL
 DG9187
 DG9187.No superseded survey control is available for this station.
 DG9187
 DG9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8822689713(NAD 83)
 DG9187_MARKER: A = ALUMINUM MARKER
 DG9187_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9187_STAMPING: LANCASTER NO 1
 DG9187_MARK LOGO: FGRAH 
 DG9187_PROJECTION: RECESSED 8 CENTIMETERS
 DG9187_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9187+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9187_ROD/PIPE-DEPTH: 3.66 meters
 DG9187
 DG9187  HISTORY     - Date     Condition        Report By
 DG9187  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9187
 DG9187                          STATION DESCRIPTION
 DG9187
 DG9187'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9187'STATION IS ABOUT 5.3 KM (3.3 MILES) NORTHEAST OF FREEPORT AND ABOUT
 DG9187'7.6 KM (4.7 MILES) SOUTHWEST OF  DAKOTA  (AIR LINE), IN SECTION 15, T
 DG9187'27 N, R 8 E ON PROPERTY OWNED BY DEAN PARRISH. THIS STATION IS  9.3M
 DG9187'(30.4 FT) NORTH OF THE CENTERLINE OF PAVEMENT OF TOWNHALL ROAD, 0.5M
 DG9187'(1.6 FT) SOUTH OF  AN ORANGE CARSONITE WITNESS SIGN AND 0.6M (2.1 FT)
 DG9187'SOUTH OF A FENCE. MARK IS FLUSH WITH  GROUND LEVEL.
 DG9187' 
 DG9187'TO REACH THE STATION FROM THE POST OFFICE ON CHICAGO AVENUE IN
 DG9187'FREEPORT, GO SOUTHEAST  2 BLOCKS TO MAIN STREET, THEN TURN LEFT
 DG9187'(NORTHEAST) 3 BLOCKS TO LIBERTY AVENUE, THEN  TURN LEFT (NORTHWEST) 1
 DG9187'BLOCK TO STEPHENSON STREET, THEN TURN RIGHT  (NORTHEAST) AND FOLLOW
 DG9187'STEPHENSON STREET WHICH BECOMES STATE HIGHWAY 75,  6.6 KM (4.1  MILES)
 DG9187'TO TOWNHALL ROAD, THEN TURN RIGHT (EAST) ON TOWNHALL ROAD 0.2 KM (0.1
 DG9187'MILES) TO  THE STATION ON THE LEFT (NORTH).
 DG9187' 
 DG9187'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9187'ALUMINUM ROD  DRIVEN TO A DEPTH OF 3.66M (12 FT). THE DISK IS RECESSED
 DG9187'8.5 CM BELOW THE ALUMINUM ACCESS  COVER AND ENCASED IN A 6-INCH DIA.
 DG9187'PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER AND  CONCRETE ARE SET
 DG9187'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9205 ***********************************************************************
 DG9205  DESIGNATION -  LANCASTER 2
 DG9205  PID         -  DG9205
 DG9205  STATE/COUNTY-  IL/STEPHENSON
 DG9205  USGS QUAD   -  FREEPORT EAST (1978)
 DG9205
 DG9205                         *CURRENT SURVEY CONTROL
 DG9205  ___________________________________________________________________
 DG9205* NAD 83(1997)-  42 19 55.59554(N)    089 33 17.80929(W)     ADJUSTED  
 DG9205* NAVD 88     -       263.6    (meters)     865.     (feet)  GPS OBS   
 DG9205  ___________________________________________________________________
 DG9205  X           -      36,681.579 (meters)                     COMP
 DG9205  Y           -  -4,722,263.460 (meters)                     COMP
 DG9205  Z           -   4,273,101.539 (meters)                     COMP
 DG9205  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DG9205  ELLIP HEIGHT-         230.28  (meters)          (03/01/05) GPS OBS
 DG9205  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 DG9205
 DG9205  HORZ ORDER  -  SECOND
 DG9205  ELLP ORDER  -  FOURTH    CLASS I
 DG9205
 DG9205.The horizontal coordinates were established by GPS observations
 DG9205.and adjusted by the FEHR-GRAHAM AND ASSOCIATES in March 2005..
 DG9205
 DG9205.The orthometric height was determined by GPS observations and a
 DG9205.high-resolution geoid model.
 DG9205
 DG9205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9205
 DG9205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9205
 DG9205.The ellipsoidal height was determined by GPS observations
 DG9205.and is referenced to NAD 83.
 DG9205
 DG9205.The geoid height was determined by GEOID03.
 DG9205
 DG9205;                    North         East     Units Scale Factor Converg.
 DG9205;SPC IL W     -   629,151.256   750,414.178   MT  0.99997244   +0 24 43.0
 DG9205;SPC IL W     - 2,064,140.41  2,461,983.85   sFT  0.99997244   +0 24 43.0
 DG9205;UTM  16      - 4,689,812.756   289,502.565   MT  1.00014521   -1 43 16.3
 DG9205
 DG9205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9205!SPC IL W     -   0.99996389  x   0.99997244  =   0.99993633
 DG9205!UTM  16      -   0.99996389  x   1.00014521  =   1.00010909
 DG9205
 DG9205                          SUPERSEDED SURVEY CONTROL
 DG9205
 DG9205.No superseded survey control is available for this station.
 DG9205
 DG9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8950389813(NAD 83)
 DG9205_MARKER: A = ALUMINUM MARKER
 DG9205_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9205_STAMPING: LANCASTER NO. 2
 DG9205_MARK LOGO: FGRAH 
 DG9205_PROJECTION: RECESSED 11 CENTIMETERS
 DG9205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9205+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 DG9205_ROD/PIPE-DEPTH: 3.66 meters
 DG9205
 DG9205  HISTORY     - Date     Condition        Report By
 DG9205  HISTORY     - 20030501 MONUMENTED       FGRAH
 DG9205
 DG9205                          STATION DESCRIPTION
 DG9205
 DG9205'DESCRIBED BY FEHR-GRAHAM AND ASSOCIATES 2003 (BJN)
 DG9205'STATION IS ABOUT 6.4 KM (4.0 MILES) NORTHEAST OF FREEPORT AND ABOUT
 DG9205'6.8 KM (4.2 MILES)  SOUTHWEST OF DAKOTA (AIR LINE), IN SECTION 15, T
 DG9205'27 N, R 8 E, ON PROPERTY OWNED BY SHIRLEY  KRAHMER. THIS STATION IS
 DG9205'7.4M (24.3 FT) WEST OF THE CENTERLINE OF PAVEMENT OF HILLCREST  ROAD,
 DG9205'0.4M (1.2 FT) EAST OF AN ORANGE CARSONITE WITNESS SIGN AND 66.4M (218
 DG9205'FT)  SOUTHWEST OF A FIELD ENTRANCE. MARK IS FLUSH WITH GROUND LEVEL.
 DG9205' 
 DG9205'TO REACH THE STATION FROM THE POST OFFICE ON CHICAGO AVENUE IN
 DG9205'FREEPORT, GO SOUTHEAST  2 BLOCKS TO MAIN STREET, THEN TURN LEFT
 DG9205'(NORTHEAST) 3 BLOCKS TO LIBERTY AVENUE, THEN  TURN LEFT (NORTHWEST) 1
 DG9205'BLOCK TO STEPHENSON STREET, TURN RIGHT (NORTHEAST) AND  FOLLOW
 DG9205'STEPHENSON STREET WHICH BECOMES STATE HIGHWAY 75,  6.6 KM (4.1 MILES)
 DG9205'TO  TOWNHALL ROAD, THEN TURN RIGHT (EAST) ON TOWNHALL ROAD 1.5 KM (0.9
 DG9205'MILES) TO HILLCREST  ROAD, THEN TURN LEFT (NORTH) ON HILLCREST ROAD
 DG9205'0.1 KM (0.1 MILES) TO THE STATION ON THE  LEFT (WEST).
 DG9205' 
 DG9205'THE STATION IS AN ALUMINUM DISK WITH STEPHENSON COUNTY LOGO ON AN
 DG9205'ALUMINUM ROD  DRIVEN TO A REFUSAL DEPTH OF 3M (10 FT). THE DISK IS
 DG9205'RECESSED 11.0 CM BELOW THE ALUMINUM  ACCESS COVER AND ENCASED IN A
 DG9205'6-INCH DIA. PVC PIPE ENCASED IN CONCRETE. THE ACCESS COVER  AND
 DG9205'CONCRETE ARE SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2109 ***********************************************************************
 JA2109  DESIGNATION -  LANCASTER DOW CHEMICAL CO RAD
 JA2109  PID         -  JA2109
 JA2109  STATE/COUNTY-  IL/WABASH
 JA2109  USGS QUAD   -  LANCASTER (1968)
 JA2109
 JA2109                         *CURRENT SURVEY CONTROL
 JA2109  ___________________________________________________________________
 JA2109* NAD 83(1997)-  38 33 45.77299(N)    087 49 23.84813(W)     ADJUSTED  
 JA2109* NAVD 88     -                                                        
 JA2109  ___________________________________________________________________
 JA2109  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JA2109  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JA2109
 JA2109  HORZ ORDER  -  THIRD
 JA2109
 JA2109.The horizontal coordinates were established by classical geodetic methods
 JA2109.and adjusted by the National Geodetic Survey in October 1999..
 JA2109
 JA2109
 JA2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2109
 JA2109.The geoid height was determined by GEOID03.
 JA2109
 JA2109;                    North         East     Units Scale Factor Converg.
 JA2109;SPC IL E     -   210,558.983   344,452.806   MT  0.99999932   +0 19 04.6
 JA2109;SPC IL E     -   690,808.93  1,130,092.25   sFT  0.99999932   +0 19 04.6
 JA2109;SPC IN W     -   368,213.901   835,509.187   MT  1.00001786   -0 27 40.6
 JA2109;SPC IN W     - 1,208,048.44  2,741,166.39   sFT  1.00001786   -0 27 40.6
 JA2109;UTM  16      - 4,268,573.642   428,272.498   MT  0.99966336   -0 30 47.7
 JA2109
 JA2109                          SUPERSEDED SURVEY CONTROL
 JA2109
 JA2109  NAD 83(1997)-  38 33 45.77324(N)    087 49 23.84730(W) AD(       ) 4
 JA2109  NAD 83(1986)-  38 33 45.78303(N)    087 49 23.84730(W) AD(       ) 4
 JA2109  NAD 27      -  38 33 45.60938(N)    087 49 23.73729(W) AD(       ) 3
 JA2109
 JA2109.Superseded values are not recommended for survey control.
 JA2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2109.See file dsdata.txt to determine how the superseded data were derived.
 JA2109
 JA2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2827268574(NAD 83)
 JA2109_MARKER: 42 = RADIO/TV MAST
 JA2109
 JA2109  HISTORY     - Date     Condition        Report By
 JA2109  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2109
 JA2109                          STATION DESCRIPTION
 JA2109
 JA2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2109'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF MT CARMEL, 4.5 MILES
 JA2109'NORTH OF
 JA2109'FRIENDSVILLE AND 3 MILES NORTHEAST OF LANCASTER.
 JA2109'
 JA2109'THE MAST IS OWNED BY THE DOW CHEMICAL COMPANY AND MR J P MCCORMICK OF
 JA2109'EVANSVILLE,
 JA2109'INDIANA WAS CONTACTED ABOUT OWNERSHIP.
 JA2109'
 JA2109'TO REACH FROM THE MAIN INTERSECTION IN LANCASTER, GO EAST ON SURFACED
 JA2109'ROAD 1.65 MILES TO
 JA2109'A SIDE ROAD LEFT, TURN LEFT AND GO NORTH, THENCE
 JA2109'EAST FOR 19.3 MILES TO CROSSROAD.
 JA2109'TURN LEFT AND FOLLOW GRAVELED ROAD
 JA2109'NORTH, EAST AND NORTH FOR 0.9 MILE TO A SIDE ROAD
 JA2109'LEFT.  TURN LEFT
 JA2109'AND GO WEST ON GRAVELED FOR 0.5 MILE TO CURVE TO RIGHT, TURN RIGHT
 JA2109'AND GO NORTH 0.05
 JA2109'MILE TO STATION ON LEFT AS DESCRIBED.
 JA2109'
 JA2109'THE MAST IS ABOUT 300 FEET HIGH, IS PAINTED RED AND WHITE AND HAS A
 JA2109'RED LIGHT ON TOP.
 JA2109'
 JA2109'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2111 ***********************************************************************
 JA2111  DESIGNATION -  LANCASTER TEL MICROWAVE KSN 88
 JA2111  PID         -  JA2111
 JA2111  STATE/COUNTY-  IL/LAWRENCE
 JA2111  USGS QUAD   -  BERRYVILLE (1968)
 JA2111
 JA2111                         *CURRENT SURVEY CONTROL
 JA2111  ___________________________________________________________________
 JA2111* NAD 83(1997)-  38 37 00.49494(N)    087 54 05.30194(W)     ADJUSTED  
 JA2111* NAVD 88     -                                                        
 JA2111  ___________________________________________________________________
 JA2111  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 JA2111  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JA2111
 JA2111  HORZ ORDER  -  THIRD
 JA2111
 JA2111.The horizontal coordinates were established by classical geodetic methods
 JA2111.and adjusted by the National Geodetic Survey in October 1999..
 JA2111
 JA2111
 JA2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2111
 JA2111.The geoid height was determined by GEOID03.
 JA2111
 JA2111;                    North         East     Units Scale Factor Converg.
 JA2111;SPC IL E     -   216,528.298   337,610.615   MT  0.99999241   +0 16 10.3
 JA2111;SPC IL E     -   710,393.26  1,107,644.16   sFT  0.99999241   +0 16 10.3
 JA2111;UTM  16      - 4,274,639.663   421,519.876   MT  0.99967585   -0 33 45.5
 JA2111
 JA2111                          SUPERSEDED SURVEY CONTROL
 JA2111
 JA2111  NAD 83(1997)-  38 37 00.49555(N)    087 54 05.30076(W) AD(       ) 4
 JA2111  NAD 83(1986)-  38 37 00.50568(N)    087 54 05.30003(W) AD(       ) 4
 JA2111  NAD 27      -  38 37 00.32671(N)    087 54 05.18096(W) AD(       ) 3
 JA2111
 JA2111.Superseded values are not recommended for survey control.
 JA2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2111.See file dsdata.txt to determine how the superseded data were derived.
 JA2111
 JA2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2152074640(NAD 83)
 JA2111_MARKER: 44 = MICROWAVE MAST
 JA2111
 JA2111  HISTORY     - Date     Condition        Report By
 JA2111  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2111
 JA2111                          STATION DESCRIPTION
 JA2111
 JA2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2111'THE STATION LOCATED ABOUT 5 MILES NORTHWEST OF LANCASTER, 7 MILES
 JA2111'SOUTH-SOUTHWEST OF
 JA2111'SUMNER AND IS OWNED BY THE WESTERN UNION TELEGRAPH
 JA2111'COMPANY.  THE MICROWAVE IS TWIN GUYED
 JA2111'MASTS, PAINTED IN ALTERNATE
 JA2111'SECTIONS OF RED AND WHITE AND HAS TWO ROUND REFLECTORS
 JA2111'ON TOP.  THE
 JA2111'OVERALL HEIGHT IS 230 FEET.
 JA2111'
 JA2111'TO REACH FROM THE POST OFFICE IN LANCASTER, GO NORTH ON A PAVED ROAD
 JA2111'FOR 4.6 MILES TO A
 JA2111'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED
 JA2111'ROAD FOR 0.45 MILE TO A T-ROAD.  TURN
 JA2111'LEFT AND GO SOUTH 0.05 MILE TO
 JA2111'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED
 JA2111'ROAD FOR 1.0 MILE
 JA2111'TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 JA2111'0.25 MILE TO A SIDE
 JA2111'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED
 JA2111'ROAD FOR 0.4 MILE TO THE STATION IN A
 JA2111'FIELD ON THE RIGHT ABOUT 0.1
 JA2111'MILE SOUTH OF THE ROAD.
 JA2111'
 JA2111'POINT INTERSECTED WAS TOP AND CENTER OF DOUBLE MICROWAVE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0297 ***********************************************************************
 MG0297  DESIGNATION -  LANE
 MG0297  PID         -  MG0297
 MG0297  STATE/COUNTY-  IL/HENRY
 MG0297  USGS QUAD   -  ATKINSON (1991)
 MG0297
 MG0297                         *CURRENT SURVEY CONTROL
 MG0297  ___________________________________________________________________
 MG0297* NAD 83(1997)-  41 24 57.28238(N)    090 04 05.45176(W)     ADJUSTED  
 MG0297* NAVD 88     -       210.659  (meters)     691.14   (feet)  ADJUSTED  
 MG0297  ___________________________________________________________________
 MG0297  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 MG0297  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0297  DYNAMIC HT  -         210.575 (meters)     690.86  (feet)  COMP
 MG0297  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 MG0297
 MG0297  HORZ ORDER  -  SECOND
 MG0297  VERT ORDER  -  SECOND    CLASS 0
 MG0297
 MG0297.The horizontal coordinates were established by classical geodetic methods
 MG0297.and adjusted by the National Geodetic Survey in October 1999..
 MG0297
 MG0297.The orthometric height was determined by differential leveling
 MG0297.and adjusted by the National Geodetic Survey in June 1991..
 MG0297
 MG0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0297
 MG0297.The geoid height was determined by GEOID03.
 MG0297
 MG0297.The dynamic height is computed by dividing the NAVD 88
 MG0297.geopotential number by the normal gravity value computed on the
 MG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0297.degrees latitude (g = 980.6199 gals.).
 MG0297
 MG0297.The modeled gravity was interpolated from observed gravity values.
 MG0297
 MG0297;                    North         East     Units Scale Factor Converg.
 MG0297;SPC IL W     -   527,217.791   708,233.316   MT  0.99994201   +0 03 54.5
 MG0297;SPC IL W     - 1,729,713.70  2,323,595.47   sFT  0.99994201   +0 03 54.5
 MG0297;UTM  15      - 4,589,077.904   745,027.527   MT  1.00033893   +1 56 25.5
 MG0297;UTM  16      - 4,589,473.056   243,574.632   MT  1.00040929   -2 01 50.8
 MG0297
 MG0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0297!SPC IL W     -   0.99997213  x   0.99994201  =   0.99991414
 MG0297!UTM  15      -   0.99997213  x   1.00033893  =   1.00031105
 MG0297!UTM  16      -   0.99997213  x   1.00040929  =   1.00038140
 MG0297
 MG0297|---------------------------------------------------------------------|
 MG0297| PID    Reference Object                     Distance      Geod. Az  |
 MG0297|                                                           dddmmss.s |
 MG0297| MG0298 LANE RM 1                             9.408 METERS 00145     |
 MG0297| MG0682 ATKINSON ST ANTHONYS CATH CH        APPROX. 4.2 KM 0813818.7 |
 MG0297| MG0302 KINSON                              APPROX. 3.4 KM 0870845.4 |
 MG0297| MG0296 LANE RM 2                             8.869 METERS 17537     |
 MG0297| MG0691 GENESEO MUNICIPAL TANK              APPROX. 8.5 KM 3011904.8 |
 MG0297|---------------------------------------------------------------------|
 MG0297
 MG0297                          SUPERSEDED SURVEY CONTROL
 MG0297
 MG0297  NAD 83(1997)-  41 24 57.28241(N)    090 04 05.45191(W) AD(       ) 2
 MG0297  NAD 83(1986)-  41 24 57.28790(N)    090 04 05.46320(W) AD(       ) 2
 MG0297  NAD 27      -  41 24 57.16080(N)    090 04 05.05380(W) AD(       ) 2
 MG0297  NGVD 29 (??/??/92)  210.734  (m)          691.38   (f) ADJ UNCH    2 0
 MG0297
 MG0297.Superseded values are not recommended for survey control.
 MG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0297.See file dsdata.txt to determine how the superseded data were derived.
 MG0297
 MG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF4502889078(NAD 83)
 MG0297_MARKER: DS = TRIANGULATION STATION DISK
 MG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0297_STAMPING: LANE 1958
 MG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0297+STABILITY: SURFACE MOTION
 MG0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0297+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0297
 MG0297  HISTORY     - Date     Condition        Report By
 MG0297  HISTORY     - 1958     MONUMENTED       CGS
 MG0297  HISTORY     - 1959     GOOD             NGS
 MG0297  HISTORY     - 19960809 GOOD             USPSQD
 MG0297  HISTORY     - 20010919 GOOD             USPSQD
 MG0297  HISTORY     - 20040303 GOOD             USPSQD
 MG0297
 MG0297                          STATION DESCRIPTION
 MG0297
 MG0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (AJL)
 MG0297'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF GENESEO, 2-3/4
 MG0297'MILES WEST OF ATKINSON AND 0.1 MILE SOUTH OF U.S. HIGHWAY 6.
 MG0297'
 MG0297'TO REACH THE STATION FROM THE CORNER OF STATE AND HENRY STREETS
 MG0297'IN ATKINSON, GO WEST ON U.S. HIGHWAY 6 FOR 2.8 MILES TO A
 MG0297'CROSSROAD, TURN LEFT ON BLACKTOP ROAD FOR 0.15 MILE TO THE
 MG0297'STATION ON THE RIGHT AT THE TOP OF A CUT BANK.
 MG0297'
 MG0297'STATION MARK, A STANDARD DISK STAMPED LANE 1958, IS SET IN
 MG0297'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 MG0297'MARK IS 42 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD AND
 MG0297'ABOUT 10 FEET HIGHER THAN THE ROAD, 24 FEET SOUTH-SOUTHEAST
 MG0297'OF A POWER POLE, 3 FEET EAST OF A FENCELINE AND 2 FEET EAST
 MG0297'OF A WITNESS POST.
 MG0297'
 MG0297'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED LANE NO.
 MG0297'1 1958, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0297'3 INCHES.  THE MARK IS 42 FEET WEST OF THE CENTER OF THE
 MG0297'BLACKTOP ROAD AND ABOUT 10 FEET HIGHER THAN THE ROAD, 8
 MG0297'FEET NORTH-NORTHEAST OF A POWER POLE AND 1 FOOT EAST OF A
 MG0297'FENCELINE.
 MG0297'
 MG0297'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED LANE NO.
 MG0297'2 1958, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MG0297'3 INCHES.  THE MARK IS 40 FEET NORTH OF THE CENTER OF THE
 MG0297'BLACKTOP ROAD AND ABOUT 10 FEET HIGHER THAN THE ROAD AND
 MG0297'3 FEET EAST OF THE FENCELINE.
 MG0297'
 MG0297'NOTE--TRIANGULATION STATION KINSON MAY BE USED AS AN AZIMUTH.
 MG0297
 MG0297                          STATION RECOVERY (1959)
 MG0297
 MG0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MG0297'2.8 MI W FROM ATKINSON.
 MG0297'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL
 MG0297'BUILDING (GRADE) IN ATKINSON, THENCE 0.15 MILES SOUTH ALONG A
 MG0297'BLACKTOP ROAD, ON THE TOP OF A CUT WEST OF THE ROAD, 40 FEET
 MG0297'WEST OF THE CENTER LINE OF THE ROAD, 23.6 FEET SOUTH OF POWER
 MG0297'POLE THAT IS LOCATED AT THE HIGHEST PART OF THE CUT, 3.2 FEET
 MG0297'EAST OF FENCE LINE, 2.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 MG0297'12 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 MG0297'POST PROJECTING 3 INCHES.
 MG0297
 MG0297                          STATION RECOVERY (1996)
 MG0297
 MG0297'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0297'RECOVERED IN GOOD CONDITION.
 MG0297
 MG0297                          STATION RECOVERY (2001)
 MG0297
 MG0297'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0297'NEW BRIDGE UNDER CONSTRUCTION. CONTRACTOR REPORTED MARK DESTROYED.
 MG0297
 MG0297                          STATION RECOVERY (2004)
 MG0297
 MG0297'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0617 ***********************************************************************
 KC0617  DESIGNATION -  LANE
 KC0617  PID         -  KC0617
 KC0617  STATE/COUNTY-  IL/PIKE
 KC0617  USGS QUAD   -  PITTSFIELD (1981)
 KC0617
 KC0617                         *CURRENT SURVEY CONTROL
 KC0617  ___________________________________________________________________
 KC0617* NAD 83(1997)-  39 36 18.57961(N)    090 51 23.27132(W)     ADJUSTED  
 KC0617* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 KC0617  ___________________________________________________________________
 KC0617  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 KC0617  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KC0617
 KC0617  HORZ ORDER  -  FIRST
 KC0617
 KC0617.The horizontal coordinates were established by classical geodetic methods
 KC0617.and adjusted by the National Geodetic Survey in October 1999..
 KC0617
 KC0617.The orthometric height was scaled from a topographic map.
 KC0617
 KC0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0617
 KC0617.The geoid height was determined by GEOID03.
 KC0617
 KC0617;                    North         East     Units Scale Factor Converg.
 KC0617;SPC IL W     -   326,378.404   640,760.875   MT  0.99998437   -0 26 23.1
 KC0617;SPC IL W     - 1,070,793.15  2,102,229.64   sFT  0.99998437   -0 26 23.1
 KC0617;UTM  15      - 4,386,130.537   684,029.180   MT  1.00001697   +1 22 00.7
 KC0617
 KC0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0617!SPC IL W     -   0.99996400  x   0.99998437  =   0.99994837
 KC0617!UTM  15      -   0.99996400  x   1.00001697  =   0.99998097
 KC0617
 KC0617:                Primary Azimuth Mark                     Grid Az
 KC0617:SPC IL W     -  PITTSFIELD TANK                          084 32 08.4
 KC0617:UTM  15      -  PITTSFIELD TANK                          082 43 44.6
 KC0617
 KC0617|---------------------------------------------------------------------|
 KC0617| PID    Reference Object                     Distance      Geod. Az  |
 KC0617|                                                           dddmmss.s |
 KC0617| KC0621 PITTSFIELD TANK                     APPROX. 4.4 KM 0840545.3 |
 KC0617| KC0619 PITTSFIELD STANDPIPE                APPROX. 4.4 KM 0851713.6 |
 KC0617| KC0618 PITTSFIELD PIKE CO CTHSE DOME       APPROX. 4.4 KM 0864913.2 |
 KC0617| CL9708 LANE AZ MK                                         1364006.7 |
 KC0617| CL9709 LANE RM 1                            26.675 METERS 17049     |
 KC0617| CL9710 LANE RM 2                            48.680 METERS 26358     |
 KC0617|---------------------------------------------------------------------|
 KC0617
 KC0617                          SUPERSEDED SURVEY CONTROL
 KC0617
 KC0617  NAD 83(1997)-  39 36 18.58590(N)    090 51 23.26973(W) AD(       ) 1
 KC0617  NAD 83(1986)-  39 36 18.58515(N)    090 51 23.26831(W) AD(       ) 1
 KC0617  NAD 27      -  39 36 18.42400(N)    090 51 22.81000(W) AD(       ) 1
 KC0617
 KC0617.Superseded values are not recommended for survey control.
 KC0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0617.See file dsdata.txt to determine how the superseded data were derived.
 KC0617
 KC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD8402986131(NAD 83)
 KC0617_MARKER: DS = TRIANGULATION STATION DISK
 KC0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KC0617+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 KC0617
 KC0617  HISTORY     - Date     Condition        Report By
 KC0617  HISTORY     - 1939     MONUMENTED       CGS
 KC0617  HISTORY     - 1969     GOOD             ILHD
 KC0617  HISTORY     - 20060106 GOOD             ILDT
 KC0617
 KC0617                          STATION DESCRIPTION
 KC0617
 KC0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0617'THE STATION IS 2.65 MILES WEST OF PITTSFIELD, IN THE SOUTHWEST
 KC0617'CORNER OF SECTION 22, T 5 S, R 4 W, AND IN THE FRONT YARD OF
 KC0617'FRED LANE.  IT IS 63 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 KC0617'OF THE FARMHOUSE, 87 FEET NORTH OF THE RIGHT-OF-WAY FENCE ON
 KC0617'THE NORTH SIDE OF U.S. PAVED HIGHWAY NO. 36, 24 FEET NORTHEAST
 KC0617'OF THE MOST EASTERLY TREE IN THE FARMYARD, 12 FEET EAST OF A
 KC0617'WIDE YARD DITCH, AND ABOUT 100 YARDS SOUTH OF THE HIGHEST PART
 KC0617'OF THE HILL.  THE MARK IS STAMPED LANE 1939,
 KC0617'AND IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 KC0617'
 KC0617'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 KC0617'IN PITTSFIELD, DRIVE WEST ON U.S. PAVED HIGHWAY NO. 36 FOR
 KC0617'2.65 MILES.
 KC0617'
 KC0617'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0617'BRONZE DISKS IN CONCRETE.
 KC0617'
 KC0617'REFERENCE MARK NO. 1 IS 87.54 FEET, 26.675 METERS, SOUTH BY
 KC0617'EAST OF THE STATION AND 1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY
 KC0617'FENCE.  THE MARK IS STAMPED LANE NO 1 1939 AND
 KC0617'PROJECTS 6 INCHES ABOVE THE GROUND.  REFERENCE MARK NO. 2 IS
 KC0617'159.71 FEET, 48.680 METERS, WEST BY SOUTH OF THE STATION, 1
 KC0617'FOOT EAST OF THE WEST FARMYARD FENCE, AND ABOUT 70 FEET NORTH
 KC0617'OF THE NORTH RIGHT-OF-WAY FENCE.  THE MARK IS
 KC0617'STAMPED LANE NO 2 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 KC0617'
 KC0617'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHEAST OF THE STATION,
 KC0617'23 FEET SOUTH OF THE NORTHEAST CORNER OF THE SCHOOLYARD, 47.5
 KC0617'FEET NORTH BY EAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE,
 KC0617'AND IN THE FENCE LINE ON THE WEST SIDE OF A GRAVEL COUNTRY ROAD.
 KC0617'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST FOR 0.45
 KC0617'MILE, TURN RIGHT, SOUTH, AND DRIVE 0.5 MILE TO THE SCHOOLHOUSE.
 KC0617'THE MARK IS STAMPED LANE 1939 AND PROJECTS 6 INCHES
 KC0617'ABOVE THE GROUND.
 KC0617'
 KC0617'ALL MARKS ARE WITNESSED BY 4 IN BY 4 IN WHITE WOODEN POSTS
 KC0617'WHICH PROJECT APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 KC0617'
 KC0617'A 16-FOOT TOWER IS NEEDED TO SEE A 74-FOOT LIGHT AT FOREMAN
 KC0617'
 KC0617'A 37-FOOT TOWER IS NEEDED TO SEE A 74-FOOT LIGHT AT BAY
 KC0617'
 KC0617'A 50-FOOT TOWER IS NEEDED TO SEE A 100-FOOT LIGHT AT TICK
 KC0617'
 KC0617'A 16-FOOT TOWER IS NEEDED TO SEE A 60-FOOT LIGHT AT LONG 1931
 KC0617'
 KC0617'A 64-FOOT TOWER IS NEEDED TO SEE A 47-FOOT LIGHT AT LOUISIANA 1931
 KC0617'
 KC0617'A 64-FOOT TOWER IS NEEDED TO SEE A 74-FOOT TOWER AT SHINN 1931
 KC0617'
 KC0617'A 16-FOOT TOWER IS NEEDED TO SEE A 74-FOOT LIGHT AT EL DARA
 KC0617'1931
 KC0617'
 KC0617'A 50-FOOT TOWER IS NEEDED TO SEE A 47-FOOT LIGHT AT PLEASANT.
 KC0617'
 KC0617'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KC0617
 KC0617                          STATION RECOVERY (1969)
 KC0617
 KC0617'RECOVERY NOTE BY IL HIGHWAY DEPT 1969 (DEW)
 KC0617'1939 - GOOD CONDITION - DESCRIPTION ADEQUATE
 KC0617'
 KC0617'NO 1 1939 - GOOD CONDITION - DESCRIPTION ADEQUATE
 KC0617'
 KC0617'NO 2 1939 - GOOD CONDITION - DESCRIPTION ADEQUATE
 KC0617'
 KC0617'1939 (AZ MK) - GOOD CONDITION - SCHOOL IS NOW BEING LIVED IN
 KC0617'- CONVERTED TO A HOUSE
 KC0617'
 KC0617'NOTE- NO WITNESS POST REMAINS.
 KC0617
 KC0617                          STATION RECOVERY (2006)
 KC0617
 KC0617'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (TEA)
 KC0617'58.0 FT ESE OF THE SE COR OF HOUSE, 86.9 FT SE OF THE NE COR OF HOUSE,
 KC0617'102.9 FT NE OF A CONC ROW MARKER, 15.2 FT NNE OF NEAR FACE OF A TREE,
 KC0617'55.9 FT NNW OF A POWERPOLE. REBARS WERE SET ON N. AND W. SIDE OF MARK
 KC0617'FOR MAG LOCATE. STATION BURIED 6 INCH. A BRIEF SEARCH FOR THE RM'S
 KC0617'WERE MADE BUT WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0298 ***********************************************************************
 MG0298  DESIGNATION -  LANE RM 1
 MG0298  PID         -  MG0298
 MG0298  STATE/COUNTY-  IL/HENRY
 MG0298  USGS QUAD   -  ATKINSON (1991)
 MG0298
 MG0298                         *CURRENT SURVEY CONTROL
 MG0298  ___________________________________________________________________
 MG0298* NAD 83(1986)-  41 24 57.     (N)    090 04 05.     (W)     SCALED    
 MG0298* NAVD 88     -       210.435  (meters)     690.40   (feet)  ADJUSTED  
 MG0298  ___________________________________________________________________
 MG0298  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0298  DYNAMIC HT  -         210.352 (meters)     690.13  (feet)  COMP
 MG0298  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 MG0298
 MG0298  VERT ORDER  -  SECOND    CLASS 0
 MG0298
 MG0298.The horizontal coordinates were scaled from a topographic map and have
 MG0298.an estimated accuracy of +/- 6 seconds.
 MG0298
 MG0298.The orthometric height was determined by differential leveling
 MG0298.and adjusted by the National Geodetic Survey in June 1991..
 MG0298
 MG0298.The geoid height was determined by GEOID03.
 MG0298
 MG0298.The dynamic height is computed by dividing the NAVD 88
 MG0298.geopotential number by the normal gravity value computed on the
 MG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0298.degrees latitude (g = 980.6199 gals.).
 MG0298
 MG0298.The modeled gravity was interpolated from observed gravity values.
 MG0298
 MG0298;                    North         East    Units  Estimated Accuracy
 MG0298;SPC IL W     -   527,210.      708,240.      MT  (+/- 180 meters Scaled)
 MG0298
 MG0298                          SUPERSEDED SURVEY CONTROL
 MG0298
 MG0298  NGVD 29 (??/??/92)  210.510  (m)          690.65   (f) ADJ UNCH    2 0
 MG0298
 MG0298.Superseded values are not recommended for survey control.
 MG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0298.See file dsdata.txt to determine how the superseded data were derived.
 MG0298
 MG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF450890(NAD 83)
 MG0298_MARKER: DR = REFERENCE MARK DISK
 MG0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0298_STAMPING: LANE NO 1 1958
 MG0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0298+STABILITY: SURFACE MOTION
 MG0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0298+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0298
 MG0298  HISTORY     - Date     Condition        Report By
 MG0298  HISTORY     - 1958     MONUMENTED       CGS
 MG0298  HISTORY     - 1959     GOOD             NGS
 MG0298  HISTORY     - 19960809 GOOD             USPSQD
 MG0298  HISTORY     - 20010919 GOOD             USPSQD
 MG0298  HISTORY     - 20040303 GOOD             USPSQD
 MG0298
 MG0298                          STATION DESCRIPTION
 MG0298
 MG0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0298'2.8 MI W FROM ATKINSON.
 MG0298'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC GRADE
 MG0298'SCHOOL BUILDING IN ATKINSON, THENCE 0.15 MILES SOUTH ALONG A
 MG0298'BLACKTOP ROAD, ON THE TOP OF A CUT WEST OF THE ROAD, 40 FEET WEST
 MG0298'OF THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF POWER POLE WHICH IS
 MG0298'LOCATED AT THE HIGHEST PART OF THE CUT, 30.9 FEET NORTH OF
 MG0298'TRIANGULATION STATION LANE, 1 FOOT EAST OF THE FENCE LINE, 31.0
 MG0298'FEET NORTH OF A METAL WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL
 MG0298'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MG0298'INCHES.
 MG0298
 MG0298                          STATION RECOVERY (1996)
 MG0298
 MG0298'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0298'RECOVERED IN GOOD CONDITION.
 MG0298
 MG0298                          STATION RECOVERY (2001)
 MG0298
 MG0298'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0298'RECOVERED IN GOOD CONDITION.
 MG0298
 MG0298                          STATION RECOVERY (2004)
 MG0298
 MG0298'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0296 ***********************************************************************
 MG0296  DESIGNATION -  LANE RM 2
 MG0296  PID         -  MG0296
 MG0296  STATE/COUNTY-  IL/HENRY
 MG0296  USGS QUAD   -  ATKINSON (1991)
 MG0296
 MG0296                         *CURRENT SURVEY CONTROL
 MG0296  ___________________________________________________________________
 MG0296* NAD 83(1986)-  41 24 57.     (N)    090 04 05.     (W)     SCALED    
 MG0296* NAVD 88     -       210.266  (meters)     689.85   (feet)  ADJUSTED  
 MG0296  ___________________________________________________________________
 MG0296  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MG0296  DYNAMIC HT  -         210.183 (meters)     689.58  (feet)  COMP
 MG0296  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 MG0296
 MG0296  VERT ORDER  -  SECOND    CLASS 0
 MG0296
 MG0296.The horizontal coordinates were scaled from a topographic map and have
 MG0296.an estimated accuracy of +/- 6 seconds.
 MG0296
 MG0296.The orthometric height was determined by differential leveling
 MG0296.and adjusted by the National Geodetic Survey in June 1991..
 MG0296
 MG0296.The geoid height was determined by GEOID03.
 MG0296
 MG0296.The dynamic height is computed by dividing the NAVD 88
 MG0296.geopotential number by the normal gravity value computed on the
 MG0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0296.degrees latitude (g = 980.6199 gals.).
 MG0296
 MG0296.The modeled gravity was interpolated from observed gravity values.
 MG0296
 MG0296;                    North         East    Units  Estimated Accuracy
 MG0296;SPC IL W     -   527,210.      708,240.      MT  (+/- 180 meters Scaled)
 MG0296
 MG0296                          SUPERSEDED SURVEY CONTROL
 MG0296
 MG0296  NGVD 29 (??/??/92)  210.341  (m)          690.09   (f) ADJ UNCH    2 0
 MG0296
 MG0296.Superseded values are not recommended for survey control.
 MG0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0296.See file dsdata.txt to determine how the superseded data were derived.
 MG0296
 MG0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF450890(NAD 83)
 MG0296_MARKER: DR = REFERENCE MARK DISK
 MG0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0296_STAMPING: LANE NO 2 1958
 MG0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0296+STABILITY: SURFACE MOTION
 MG0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MG0296+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 MG0296
 MG0296  HISTORY     - Date     Condition        Report By
 MG0296  HISTORY     - 1958     MONUMENTED       CGS
 MG0296  HISTORY     - 1959     GOOD             NGS
 MG0296  HISTORY     - 19960809 GOOD             USPSQD
 MG0296  HISTORY     - 20010919 GOOD             USPSQD
 MG0296  HISTORY     - 20040303 GOOD             USPSQD
 MG0296
 MG0296                          STATION DESCRIPTION
 MG0296
 MG0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MG0296'2.8 MI W FROM ATKINSON.
 MG0296'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC GRADE
 MG0296'SCHOOL BUILDING IN ATKINSON, THENCE 0.15 MILES SOUTH ALONG
 MG0296'BLACKTOP ROAD, ON THE TOP OF A CUT WEST OF THE ROAD, 38 FEET
 MG0296'WEST OF THE CENTER LINE OF THE ROAD, 52.6 FEET SOUTH OF A POWER
 MG0296'POLE LOCATED AT THE HIGHEST PART OF THE CUT, 29.1 FEET SOUTH OF
 MG0296'TRIANGULATION STATION LANE, 3 FEET EAST OF FENCE LINE, 29.2 FEET
 MG0296'SOUTH OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF
 MG0296'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MG0296
 MG0296                          STATION RECOVERY (1996)
 MG0296
 MG0296'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0296'RECOVERED IN GOOD CONDITION.
 MG0296
 MG0296                          STATION RECOVERY (2001)
 MG0296
 MG0296'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0296'RECOVERED IN GOOD CONDITION.
 MG0296
 MG0296                          STATION RECOVERY (2004)
 MG0296
 MG0296'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2007 ***********************************************************************
 LB2007  DESIGNATION -  LANGAN AZ MK
 LB2007  PID         -  LB2007
 LB2007  STATE/COUNTY-  IL/IROQUOIS
 LB2007  USGS QUAD   -  CLIFTON (1986)
 LB2007
 LB2007                         *CURRENT SURVEY CONTROL
 LB2007  ___________________________________________________________________
 LB2007* NAD 83(1986)-  40 58 09.     (N)    087 55 11.     (W)     SCALED    
 LB2007* NAVD 88     -       195.577  (meters)     641.66   (feet)  ADJUSTED  
 LB2007  ___________________________________________________________________
 LB2007  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LB2007  DYNAMIC HT  -         195.496 (meters)     641.39  (feet)  COMP
 LB2007  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 LB2007
 LB2007  VERT ORDER  -  SECOND    CLASS 0
 LB2007
 LB2007.The horizontal coordinates were scaled from a topographic map and have
 LB2007.an estimated accuracy of +/- 6 seconds.
 LB2007
 LB2007.The orthometric height was determined by differential leveling
 LB2007.and adjusted by the National Geodetic Survey in June 1991..
 LB2007
 LB2007.The geoid height was determined by GEOID03.
 LB2007
 LB2007.The dynamic height is computed by dividing the NAVD 88
 LB2007.geopotential number by the normal gravity value computed on the
 LB2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2007.degrees latitude (g = 980.6199 gals.).
 LB2007
 LB2007.The modeled gravity was interpolated from observed gravity values.
 LB2007
 LB2007;                    North         East    Units  Estimated Accuracy
 LB2007;SPC IL E     -   477,700.      334,820.      MT  (+/- 180 meters Scaled)
 LB2007
 LB2007                          SUPERSEDED SURVEY CONTROL
 LB2007
 LB2007  NGVD 29 (??/??/92)  195.659  (m)          641.92   (f) ADJ UNCH    2 0
 LB2007
 LB2007.Superseded values are not recommended for survey control.
 LB2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2007.See file dsdata.txt to determine how the superseded data were derived.
 LB2007
 LB2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL226357(NAD 83)
 LB2007_MARKER: DZ = AZIMUTH MARK DISK
 LB2007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LB2007_SP_SET: BRIDGE CURB
 LB2007_STAMPING: LANGAN 1959
 LB2007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2007
 LB2007  HISTORY     - Date     Condition        Report By
 LB2007  HISTORY     - 1959     MONUMENTED       CGS
 LB2007
 LB2007                          STATION DESCRIPTION
 LB2007
 LB2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LB2007'3 MI N FROM CLIFTON.
 LB2007'ABOUT 0.95 MILE NORTHWEST ALONG U.S. HIGHWAY 45 (BUSINESS ROUTE)
 LB2007'FROM THE POST OFFICE AT CLIFTON, THENCE 2.0 MILES NORTH ALONG
 LB2007'U.S. HIGHWAY 45, SET IN THE TOP OF THE SOUTH END OF THE WEST CURB
 LB2007'OF A 225-FOOT CONCRETE BRIDGE, 13 FEET WEST OF THE CENTER LINE OF
 LB2007'THE HIGHWAY, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1070 ***********************************************************************
 MF1070  DESIGNATION -  LANGLEY
 MF1070  PID         -  MF1070
 MF1070  STATE/COUNTY-  IL/BUREAU
 MF1070  USGS QUAD   -  BUDA (1983)
 MF1070
 MF1070                         *CURRENT SURVEY CONTROL
 MF1070  ___________________________________________________________________
 MF1070* NAD 83(1997)-  41 22 21.03205(N)    089 40 12.51209(W)     ADJUSTED  
 MF1070* NAVD 88     -       214.191  (meters)     702.73   (feet)  ADJUSTED  
 MF1070  ___________________________________________________________________
 MF1070  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 MF1070  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1070  DYNAMIC HT  -         214.104 (meters)     702.44  (feet)  COMP
 MF1070  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 MF1070
 MF1070  HORZ ORDER  -  SECOND
 MF1070  VERT ORDER  -  SECOND    CLASS 0
 MF1070
 MF1070.The horizontal coordinates were established by classical geodetic methods
 MF1070.and adjusted by the National Geodetic Survey in October 1999..
 MF1070
 MF1070.The orthometric height was determined by differential leveling
 MF1070.and adjusted by the National Geodetic Survey in June 1991..
 MF1070
 MF1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1070
 MF1070.The geoid height was determined by GEOID03.
 MF1070
 MF1070.The dynamic height is computed by dividing the NAVD 88
 MF1070.geopotential number by the normal gravity value computed on the
 MF1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1070.degrees latitude (g = 980.6199 gals.).
 MF1070
 MF1070.The modeled gravity was interpolated from observed gravity values.
 MF1070
 MF1070;                    North         East     Units Scale Factor Converg.
 MF1070;SPC IL W     -   522,511.963   741,536.715   MT  0.99996240   +0 19 41.5
 MF1070;SPC IL W     - 1,714,274.67  2,432,858.37   sFT  0.99996240   +0 19 41.5
 MF1070;UTM  16      - 4,583,550.890   276,695.657   MT  1.00021371   -1 45 56.0
 MF1070
 MF1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1070!SPC IL W     -   0.99997159  x   0.99996240  =   0.99993399
 MF1070!UTM  16      -   0.99997159  x   1.00021371  =   1.00018529
 MF1070
 MF1070:                Primary Azimuth Mark                     Grid Az
 MF1070:SPC IL W     -  MANLIUS MUNICIPAL TANK                   359 44 55.7
 MF1070:UTM  16      -  MANLIUS MUNICIPAL TANK                   001 50 33.2
 MF1070
 MF1070|---------------------------------------------------------------------|
 MF1070| PID    Reference Object                     Distance      Geod. Az  |
 MF1070|                                                           dddmmss.s |
 MF1070| MF1682 MANLIUS MUNICIPAL TANK              APPROX. 9.2 KM 0000437.2 |
 MF1070| MF1672 WYANET MUNICIPAL TANK               APPROX. 7.2 KM 0954712.4 |
 MF1070| MF1675 BUDA ATT MICROWAVE TOWER            APPROX. 6.4 KM 1603442.0 |
 MF1070| MF1676 BUDA MUNICIPAL STANDPIPE            APPROX. 5.4 KM 1862249.2 |
 MF1070| MF1071 LANGLEY RM 1                         23.528 METERS 22115     |
 MF1070| MF1677 SHEFFIELD MUNICIPAL TANK            APPROX. 5.9 KM 2524730.3 |
 MF1070| MF1678 SHEFFIELD ST PATRICKS CH SPIRE      APPROX. 6.1 KM 2535732.6 |
 MF1070| MF1069 LANGLEY RM 2                         23.154 METERS 29956     |
 MF1070| MF1068 LANGLEY AZ MK                                      3005610.8 |
 MF1070|---------------------------------------------------------------------|
 MF1070
 MF1070                          SUPERSEDED SURVEY CONTROL
 MF1070
 MF1070  NAD 83(1986)-  41 22 21.03615(N)    089 40 12.52059(W) AD(       ) 2
 MF1070  NAD 27      -  41 22 20.90690(N)    089 40 12.17400(W) AD(       ) 2
 MF1070  NGVD 29 (??/??/92)  214.268  (m)          702.98   (f) ADJ UNCH    2 0
 MF1070
 MF1070.Superseded values are not recommended for survey control.
 MF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1070.See file dsdata.txt to determine how the superseded data were derived.
 MF1070
 MF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7669683551(NAD 83)
 MF1070_MARKER: DS = TRIANGULATION STATION DISK
 MF1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1070_STAMPING: LANGLEY 1954
 MF1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1070+STABILITY: SURFACE MOTION
 MF1070
 MF1070  HISTORY     - Date     Condition        Report By
 MF1070  HISTORY     - 1954     MONUMENTED       CGS
 MF1070  HISTORY     - 1959     GOOD             CGS
 MF1070  HISTORY     - 1959     GOOD             NGS
 MF1070  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 MF1070  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF1070  HISTORY     - 20051027 MARK NOT FOUND   USPSQD
 MF1070
 MF1070                          STATION DESCRIPTION
 MF1070
 MF1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1070'STATION IS LOCATED ABOUT 6 MILES SOUTH OF MANLIUS AND 5 MILES WEST
 MF1070'OF WYANET ALONG THE EAST SIDE OF A GRAVEL ROAD AND ON ROAD
 MF1070'RIGHT-OF-WAY.  IT IS 32 FEET EAST OF THE CENTER OF A GRAVEL
 MF1070'ROAD, 9 FEET SOUTH OF A FENCE CORNER, 5 FEET SOUTH OF A WHITE
 MF1070'WITNESS POST AND 2 FEET WEST OF A FENCE LINE.  THE MARK IS FLUSH
 MF1070'AND THE DISK IS STAMPED LANGLEY 1954.
 MF1070'
 MF1070'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF A TELEPHONE POLE, 18 FEET
 MF1070'WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF A FENCE
 MF1070'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LANGLEY NO 1
 MF1070'1954.
 MF1070'
 MF1070'REFERENCE MARK NO. 2 IS 33 FEET WEST OF THE CENTER OF THE GRAVEL
 MF1070'ROAD, 12 FEET SOUTHWEST OF A CLUMP OF 6 INCH ASH TREES AND 1
 MF1070'FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 MF1070'IS STAMPED LANGLEY NO 2 1954.
 MF1070'
 MF1070'AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 4
 MF1070'FEET EAST OF A GATE POST, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT
 MF1070'EAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 MF1070'IS STAMPED LANGLEY 1954.
 MF1070'
 MF1070'TO REACH THE STATION FROM THE RAILROAD CROSSING IN WYANET GO
 MF1070'WEST ON U.S. HIGHWAYS 6 AND 34 FOR 4.5 MILES TO A GRAVEL
 MF1070'CROSSROAD, TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 0.5 MILE
 MF1070'TO THE TOP OF GRADE AND THE STATION ON THE RIGHT AS DESCRIBED.
 MF1070'
 MF1070'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVEL
 MF1070'ROAD FOR 0.2 MILE TO A GRAVEL CROSSROAD, TURN LEFT AND GO WEST
 MF1070'ON GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MF1070'
 MF1070'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MF1070
 MF1070                          STATION RECOVERY (1959)
 MF1070
 MF1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 MF1070'STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 MF1070'AND THE AZIMUTH MARK WERE ALL FOUND AS DESCRIBED AND ALL IN GOOD
 MF1070'CONDITION.
 MF1070
 MF1070                          STATION RECOVERY (1959)
 MF1070
 MF1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MF1070'5 MI NW FROM WYANET.
 MF1070'ABOUT 4.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1070'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 0.5
 MF1070'MILES NORTH ALONG A GRAVEL ROAD, AT A CUT EAST OF THE ROAD, AT A
 MF1070'JOG IN THE FENCE LINE, 33 FEET EAST OF THE CENTER LINE OF THE
 MF1070'ROAD, 8.5 FEET SOUTH-SOUTHWEST OF FENCE CORNER (SOUTHMOST
 MF1070'CORNER OF THE JOG) 27 FEET EAST-SOUTHEAST OF THE NORTHMOST FENCE
 MF1070'CORNER OF THE JOG IN FENCE LINE, 13 FEET SOUTHEAST OF THE
 MF1070'SOUTHEAST END OF A BOARD GATE, 2.5 FEET WEST OF FENCE LINE, 5.0
 MF1070'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 MF1070'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MF1070'GROUND.
 MF1070
 MF1070                          STATION RECOVERY (1995)
 MF1070
 MF1070'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1070'MARK NOT FOUND.
 MF1070
 MF1070                          STATION RECOVERY (2001)
 MF1070
 MF1070'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF1070'MARK NOT FOUND.
 MF1070
 MF1070                          STATION RECOVERY (2005)
 MF1070
 MF1070'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1070'LANGLEY RM 1 FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1068 ***********************************************************************
 MF1068  DESIGNATION -  LANGLEY AZ MK
 MF1068  PID         -  MF1068
 MF1068  STATE/COUNTY-  IL/BUREAU
 MF1068  USGS QUAD   -  MANLIUS (1983)
 MF1068
 MF1068                         *CURRENT SURVEY CONTROL
 MF1068  ___________________________________________________________________
 MF1068* NAD 83(1986)-  41 22 30.     (N)    089 40 27.     (W)     SCALED    
 MF1068* NAVD 88     -       207.815  (meters)     681.81   (feet)  ADJUSTED  
 MF1068  ___________________________________________________________________
 MF1068  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1068  DYNAMIC HT  -         207.731 (meters)     681.53  (feet)  COMP
 MF1068  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 MF1068
 MF1068  VERT ORDER  -  SECOND    CLASS 0
 MF1068
 MF1068.The horizontal coordinates were scaled from a topographic map and have
 MF1068.an estimated accuracy of +/- 6 seconds.
 MF1068
 MF1068.The orthometric height was determined by differential leveling
 MF1068.and adjusted by the National Geodetic Survey in June 1991..
 MF1068
 MF1068.The geoid height was determined by GEOID03.
 MF1068
 MF1068.The dynamic height is computed by dividing the NAVD 88
 MF1068.geopotential number by the normal gravity value computed on the
 MF1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1068.degrees latitude (g = 980.6199 gals.).
 MF1068
 MF1068.The modeled gravity was interpolated from observed gravity values.
 MF1068
 MF1068;                    North         East    Units  Estimated Accuracy
 MF1068;SPC IL W     -   522,790.      741,200.      MT  (+/- 180 meters Scaled)
 MF1068
 MF1068                          SUPERSEDED SURVEY CONTROL
 MF1068
 MF1068  NGVD 29 (??/??/92)  207.892  (m)          682.06   (f) ADJ UNCH    2 0
 MF1068
 MF1068.Superseded values are not recommended for survey control.
 MF1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1068.See file dsdata.txt to determine how the superseded data were derived.
 MF1068
 MF1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL763838(NAD 83)
 MF1068_MARKER: DZ = AZIMUTH MARK DISK
 MF1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1068_STAMPING: LANGLEY 1954
 MF1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1068+STABILITY: SURFACE MOTION
 MF1068
 MF1068  HISTORY     - Date     Condition        Report By
 MF1068  HISTORY     - 1954     MONUMENTED       CGS
 MF1068  HISTORY     - 1959     GOOD             NGS
 MF1068  HISTORY     - 19951025 GOOD             USPSQD
 MF1068  HISTORY     - 20010502 POOR             USPSQD
 MF1068  HISTORY     - 20051027 POOR             USPSQD
 MF1068
 MF1068                          STATION DESCRIPTION
 MF1068
 MF1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1068'6.3 MI NW FROM WYANET.
 MF1068'ABOUT 5.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1068'BURLINGTON AND QUINCY RAILROAD STATION AT WYANET, THENCE 0.5
 MF1068'MILES NORTH ALONG STATE HIGHWAY 88, THENCE 0.6 MILES EAST ALONG
 MF1068'A GRAVEL ROAD, NEAR A FARM HOUSE NORTH OF THE ROAD, 29 FEET
 MF1068'SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF FENCE LINE,
 MF1068'4 FEET EAST OF FENCE CORNER, 125 FEET WEST OF THE CENTER LINE OF
 MF1068'THE JUNCTION OF DRIVEWAY NORTH TO A FARM HOUSE, 1.5 FEET EAST OF
 MF1068'A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 MF1068'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF1068
 MF1068                          STATION RECOVERY (1995)
 MF1068
 MF1068'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1068'RECOVERED IN GOOD CONDITION.
 MF1068
 MF1068                          STATION RECOVERY (2001)
 MF1068
 MF1068'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF1068'MONUMENT PULLED FROM GROUND AND TIPPED. DISC STILL ATTACHED.
 MF1068
 MF1068                          STATION RECOVERY (2005)
 MF1068
 MF1068'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1068'PULLED FROM GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1071 ***********************************************************************
 MF1071  CBN         -  This is a Cooperative Base Network Control Station.
 MF1071  DESIGNATION -  LANGLEY RM 1
 MF1071  PID         -  MF1071
 MF1071  STATE/COUNTY-  IL/BUREAU
 MF1071  USGS QUAD   -  BUDA (1983)
 MF1071
 MF1071                         *CURRENT SURVEY CONTROL
 MF1071  ___________________________________________________________________
 MF1071* NAD 83(1997)-  41 22 20.45859(N)    089 40 13.17956(W)     ADJUSTED  
 MF1071* NAVD 88     -       213.018  (meters)     698.88   (feet)  ADJUSTED  
 MF1071  ___________________________________________________________________
 MF1071  X           -      27,580.987 (meters)                     COMP
 MF1071  Y           -  -4,793,415.976 (meters)                     COMP
 MF1071  Z           -   4,193,662.668 (meters)                     COMP
 MF1071  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 MF1071  ELLIP HEIGHT-         179.93  (meters)          (10/15/04) GPS OBS
 MF1071  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1071  DYNAMIC HT  -         212.932 (meters)     698.59  (feet)  COMP
 MF1071  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 MF1071
 MF1071  HORZ ORDER  -  B
 MF1071  VERT ORDER  -  SECOND    CLASS 0
 MF1071  ELLP ORDER  -  FOURTH    CLASS II
 MF1071
 MF1071.The horizontal coordinates were established by GPS observations
 MF1071.and adjusted by the National Geodetic Survey in July 1998..
 MF1071
 MF1071.The orthometric height was determined by differential leveling
 MF1071.and adjusted by the National Geodetic Survey in June 1991..
 MF1071
 MF1071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1071
 MF1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1071
 MF1071.The ellipsoidal height was determined by GPS observations
 MF1071.and is referenced to NAD 83.
 MF1071
 MF1071.The geoid height was determined by GEOID03.
 MF1071
 MF1071.The dynamic height is computed by dividing the NAVD 88
 MF1071.geopotential number by the normal gravity value computed on the
 MF1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1071.degrees latitude (g = 980.6199 gals.).
 MF1071
 MF1071.The modeled gravity was interpolated from observed gravity values.
 MF1071
 MF1071;                    North         East     Units Scale Factor Converg.
 MF1071;SPC IL W     -   522,494.184   741,521.306   MT  0.99996239   +0 19 41.0
 MF1071;SPC IL W     - 1,714,216.34  2,432,807.82   sFT  0.99996239   +0 19 41.0
 MF1071;UTM  16      - 4,583,533.681   276,679.604   MT  1.00021380   -1 45 56.5
 MF1071
 MF1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1071!SPC IL W     -   0.99997178  x   0.99996239  =   0.99993417
 MF1071!UTM  16      -   0.99997178  x   1.00021380  =   1.00018557
 MF1071
 MF1071                          SUPERSEDED SURVEY CONTROL
 MF1071
 MF1071  ELLIP H (07/17/98)  179.95   (m)                       GP(       ) 4 1
 MF1071  NAD 83(1986)-  41 22 20.46291(N)    089 40 13.18796(W) AD(       ) 1
 MF1071  NAVD 88 (07/17/98)  213.02   (m)          698.9    (f) LEVELING    3  
 MF1071  NGVD 29 (??/??/92)  213.095  (m)          699.13   (f) ADJ UNCH    2 0
 MF1071
 MF1071.Superseded values are not recommended for survey control.
 MF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1071.See file dsdata.txt to determine how the superseded data were derived.
 MF1071
 MF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL7668083534(NAD 83)
 MF1071_MARKER: DR = REFERENCE MARK DISK
 MF1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1071_SP_SET: CONCRETE POST
 MF1071_STAMPING: LANGLEY NO 1 1954
 MF1071_MARK LOGO: CGS   
 MF1071_PROJECTION: FLUSH
 MF1071_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1071+STABILITY: SURFACE MOTION
 MF1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1071+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1997
 MF1071
 MF1071  HISTORY     - Date     Condition        Report By
 MF1071  HISTORY     - 1954     MONUMENTED       CGS
 MF1071  HISTORY     - 1959     GOOD             NGS
 MF1071  HISTORY     - 19900928 GOOD             NGS
 MF1071  HISTORY     - 19960819 GOOD             SECI
 MF1071  HISTORY     - 19970509 GOOD             NGS
 MF1071
 MF1071                          STATION DESCRIPTION
 MF1071
 MF1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1071'5 MI NW FROM WYANET.
 MF1071'ABOUT 4.5 MILES WEST ALONG U.S. 6 FROM THE CHICAGO, BURLINGTON
 MF1071'AND QUINCY RAILROAD STATION AT WYANET, THENCE 0.5 MILES NORTH
 MF1071'ALONG A GRAVEL ROAD, AT A CUT EAST OF THE ROAD, AT A JOG IN THE
 MF1071'FENCE LINE, 21.8 FEET WEST OF THE CENTER LINE OF THE ROAD, 60
 MF1071'FEET SOUTH OF THE SOUTHMOST CORNER OF THE JOG IN THE FENCE LINE,
 MF1071'41 FEET SOUTH OF A TELEPHONE POLE, 77.7 FEET SOUTHWEST OF
 MF1071'TRIANGULATION STATION LANGLEY, 1 FOOT EAST OF FENCE LINE, 81.8
 MF1071'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 MF1071'LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 MF1071'THE GROUND.
 MF1071
 MF1071                          STATION RECOVERY (1990)
 MF1071
 MF1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MF1071'THIS STATION WAS SELECTED BECAUSE THE STATION WAS NOT RECOVERED. THIS
 MF1071'STATION IS ALSO A BENCH MARK.
 MF1071'STATION IS LOCATED ABOUT 6 KM (3.7 MI) EAST-NORTHEAST OF SHEFFIELD, 5
 MF1071'KM (3.1 MI) NORTH-NORTHEAST OF BUDA, ON THE RIGHT-OF-WAY OF A GRAVEL
 MF1071'ROAD, IN EAST CENTRAL SECTION 15, T 16 N, R 7 E.
 MF1071'OWNERSHIP--DEPARTMENT OF TRANSPORTATION.
 MF1071'TO REACH FROM THE JUNCTION OF US HIGHWAYS 6, 34 AND STATE HIGHWAY 88
 MF1071'(ABOUT 4.5 KM (2.8 MI) EAST OF SHEFFIELD), GO EAST ON HIGHWAYS 6 AND
 MF1071'34 FOR 1.22 KM (0.76 MI) TO A CROSSROAD (PAVED SOUTH, GRAVEL NORTH).
 MF1071'TURN LEFT, NORTH, ON GRAVEL ROAD FOR 0.78 KM (0.48 MI) TO THE STATION
 MF1071'ON THE LEFT, JUST BEFORE REACHING HIGH GROUND.
 MF1071'STATION MARK IS A REFERENCE MARK DISK SET IN THE TOP OF A 30-CM SQUARE
 MF1071'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 5.8 M (19.0 FT) WEST OF,
 MF1071'AND 0.5 M (1.6 FT) ABOVE THE ROAD CENTER, 0.3 M (1.0 FT) SOUTH OF A
 MF1071'FIBERGLASS WITNESS POST, 12.8 M (42.0 FT) NORTH OF AN UNDERGROUND
 MF1071'CABLE WITNESS POST, 17.5 M (57.4 FT) SOUTH OF THE CENTER OF A FIELD
 MF1071'ENTRANCE, AND 60 M (196.8 FT) SOUTH OF TOP OF RISE.
 MF1071
 MF1071                          STATION RECOVERY (1996)
 MF1071
 MF1071'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1071'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED 22 FT (6.7 M) WEST OF
 MF1071'THE CENTERLINE OF TOWNSHIP ROAD 975 E, 74 FT (22.6 M) SOUTHEAST OF A
 MF1071'FENCE CORNER THAT RUNS TO THE NORTH, 58 FT (17.7 M) SOUTH OF A FIELD
 MF1071'ENTRANCE TO THE WEST, 122 FT (37.2 M) NORTH OF A 16-IN TREE, 42 FT
 MF1071'(12.8 M) NORTH OF A WARNING UNDERGROUND CABLE SIGN, 23 FT (7.0 M) WEST
 MF1071'OF THE EAST EDGE OF A CULTIVATED FIELD, AND 1 FT (0.3 M) SOUTH OF A
 MF1071'FIBERGLASS WITNESS POST.
 MF1071
 MF1071                          STATION RECOVERY (1997)
 MF1071
 MF1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 MF1071'STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) EAST-NORTHEAST OF SHEFFIELD
 MF1071'AND 3.1 MI (5.0 KM) NORTH-NORTHEAST OF BUDA.  TO REACH FROM THE
 MF1071'JUNCTION OF U.S. HIGHWAYS 6 AND 34 AND STATE ROUTE 40, ABOUT 2.8 MI
 MF1071'(4.5 KM) EAST OF SHEFFIELD, GO EAST ON HIGHWAYS 6 AND 34 FOR 0.75 MI
 MF1071'(1.21 KM) TO A CROSSROAD, TURN LEFT, NORTH ON COUNTY ROAD 975E FOR 0.5
 MF1071'MI (0.8 KM) TO THE STATION ON THE LEFT, JUST BEFORE REACHING TOP OF
 MF1071'HILL.  IT IS 5.8 M (19.0 FT) WEST OF AND 0.5 M (1.6 FT) HIGHER THAN
 MF1071'THE ROAD CENTER, 12.8 M (42.0 FT) NORTH OF AN UNDERGROUND CABLE
 MF1071'WITNESS POST, 17.5 M (57.4 FT) SOUTH OF THE CENTER OF A FIELD
 MF1071'ENTRANCE, ABOUT 60 M (196.8 FT) SOUTH OF TOP OF RISE, AND 0.3 M (1.0
 MF1071'FT) SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1069 ***********************************************************************
 MF1069  DESIGNATION -  LANGLEY RM 2
 MF1069  PID         -  MF1069
 MF1069  STATE/COUNTY-  IL/BUREAU
 MF1069  USGS QUAD   -  BUDA (1983)
 MF1069
 MF1069                         *CURRENT SURVEY CONTROL
 MF1069  ___________________________________________________________________
 MF1069* NAD 83(1986)-  41 22 20.     (N)    089 40 12.     (W)     SCALED    
 MF1069* NAVD 88     -       213.258  (meters)     699.66   (feet)  ADJUSTED  
 MF1069  ___________________________________________________________________
 MF1069  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF1069  DYNAMIC HT  -         213.172 (meters)     699.38  (feet)  COMP
 MF1069  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 MF1069
 MF1069  VERT ORDER  -  SECOND    CLASS 0
 MF1069
 MF1069.The horizontal coordinates were scaled from a topographic map and have
 MF1069.an estimated accuracy of +/- 6 seconds.
 MF1069
 MF1069.The orthometric height was determined by differential leveling
 MF1069.and adjusted by the National Geodetic Survey in June 1991..
 MF1069
 MF1069.The geoid height was determined by GEOID03.
 MF1069
 MF1069.The dynamic height is computed by dividing the NAVD 88
 MF1069.geopotential number by the normal gravity value computed on the
 MF1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1069.degrees latitude (g = 980.6199 gals.).
 MF1069
 MF1069.The modeled gravity was interpolated from observed gravity values.
 MF1069
 MF1069;                    North         East    Units  Estimated Accuracy
 MF1069;SPC IL W     -   522,480.      741,550.      MT  (+/- 180 meters Scaled)
 MF1069
 MF1069                          SUPERSEDED SURVEY CONTROL
 MF1069
 MF1069  NGVD 29 (??/??/92)  213.335  (m)          699.92   (f) ADJ UNCH    2 0
 MF1069
 MF1069.Superseded values are not recommended for survey control.
 MF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1069.See file dsdata.txt to determine how the superseded data were derived.
 MF1069
 MF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL767835(NAD 83)
 MF1069_MARKER: DR = REFERENCE MARK DISK
 MF1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1069_STAMPING: LANGLEY NO 2 1954
 MF1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1069+STABILITY: SURFACE MOTION
 MF1069
 MF1069  HISTORY     - Date     Condition        Report By
 MF1069  HISTORY     - 1954     MONUMENTED       CGS
 MF1069  HISTORY     - 1959     GOOD             NGS
 MF1069  HISTORY     - 19951028 GOOD             USPSQD
 MF1069  HISTORY     - 20010502 GOOD             USPSQD
 MF1069  HISTORY     - 20051027 GOOD             USPSQD
 MF1069
 MF1069                          STATION DESCRIPTION
 MF1069
 MF1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MF1069'5 MI NW FROM WYANET.
 MF1069'ABOUT 4.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE CHICAGO,
 MF1069'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT WYANET, THENCE
 MF1069'0.5 MILES NORTH ALONG A GRAVEL ROAD, AT A CUT EAST OF THE ROAD,
 MF1069'AT A JOG IN THE FENCE LINE, 27 FEET WEST OF THE CENTER LINE OF
 MF1069'THE ROAD, 23.5 FEET NORTH OF THE NORTHMOST CORNER OF THE JOG IN
 MF1069'THE FENCE LINE, 57 FEET NORTH OF A TELEPHONE POLE, 76.2 FEET
 MF1069'NORTHWEST OF TRIANGULATION STATION LANGLEY, 1 FOOT EAST OF FENCE
 MF1069'LINE, 74.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 MF1069'WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MF1069'GROUND.
 MF1069
 MF1069                          STATION RECOVERY (1995)
 MF1069
 MF1069'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1069'RECOVERED IN GOOD CONDITION.
 MF1069
 MF1069                          STATION RECOVERY (2001)
 MF1069
 MF1069'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF1069'RECOVERED IN GOOD CONDITION.
 MF1069
 MF1069                          STATION RECOVERY (2005)
 MF1069
 MF1069'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2339 ***********************************************************************
 LB2339  DESIGNATION -  LANGUM
 LB2339  PID         -  LB2339
 LB2339  STATE/COUNTY-  IL/IROQUOIS
 LB2339  USGS QUAD   -  L'ERABLE (1986)
 LB2339
 LB2339                         *CURRENT SURVEY CONTROL
 LB2339  ___________________________________________________________________
 LB2339* NAD 83(1997)-  40 56 42.12958(N)    087 52 00.52668(W)     ADJUSTED  
 LB2339* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 LB2339  ___________________________________________________________________
 LB2339  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LB2339  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LB2339
 LB2339  HORZ ORDER  -  SECOND
 LB2339
 LB2339.The horizontal coordinates were established by classical geodetic methods
 LB2339.and adjusted by the National Geodetic Survey in October 1999..
 LB2339
 LB2339.The orthometric height was scaled from a topographic map.
 LB2339
 LB2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2339
 LB2339.The geoid height was determined by GEOID03.
 LB2339
 LB2339;                    North         East     Units Scale Factor Converg.
 LB2339;SPC IL E     -   475,042.817   339,282.446   MT  0.99999398   +0 18 20.6
 LB2339;SPC IL E     - 1,558,536.31  1,113,129.16   sFT  0.99999398   +0 18 20.6
 LB2339;UTM  16      - 4,533,017.263   427,038.778   MT  0.99966552   -0 34 05.1
 LB2339
 LB2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2339!SPC IL E     -   0.99997471  x   0.99999398  =   0.99996869
 LB2339!UTM  16      -   0.99997471  x   0.99966552  =   0.99964023
 LB2339
 LB2339|---------------------------------------------------------------------|
 LB2339| PID    Reference Object                     Distance      Geod. Az  |
 LB2339|                                                           dddmmss.s |
 LB2339| CM2990 LANGUM RM 1                          33.400 METERS 03732     |
 LB2339| CM2989 LANGUM AZ MK                                       0811716.2 |
 LB2339| CM2991 LANGUM RM 2                          40.142 METERS 30837     |
 LB2339|---------------------------------------------------------------------|
 LB2339
 LB2339                          SUPERSEDED SURVEY CONTROL
 LB2339
 LB2339  NAD 83(1997)-  40 56 42.12983(N)    087 52 00.52680(W) AD(       ) 2
 LB2339  NAD 83(1986)-  40 56 42.13588(N)    087 52 00.53442(W) AD(       ) 2
 LB2339  NAD 27      -  40 56 42.01800(N)    087 52 00.39840(W) AD(       ) 2
 LB2339
 LB2339.Superseded values are not recommended for survey control.
 LB2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2339.See file dsdata.txt to determine how the superseded data were derived.
 LB2339
 LB2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2703933017(NAD 83)
 LB2339_MARKER: DS = TRIANGULATION STATION DISK
 LB2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2339
 LB2339  HISTORY     - Date     Condition        Report By
 LB2339  HISTORY     - 1947     MONUMENTED       CGS
 LB2339
 LB2339                          STATION DESCRIPTION
 LB2339
 LB2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2339'STATION IS LOCATED ABOUT 3 MILES EAST OF CLIFTON AND 12 MILES SOUTH
 LB2339'OF KANKAKEE ON THE WEST SIDE OF U. S. HIGHWAY 52.  IT IS 175 FEET
 LB2339'SOUTHWEST OF THE INTERSECTION OF THE HIGHWAY AND A GRAVEL
 LB2339'CROSSROAD, 118 FEET WEST OF THE CENTER OF THE HIGHWAY, 117 FEET
 LB2339'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 19 FEET EAST OF A NORTH
 LB2339'SOUTH FENCE, AND 19 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 LB2339'IS FLUSH AND THE DISK IS STAMPED LANGUM 1947.
 LB2339'
 LB2339'REFERENCE MARK NO. 1 IS 109.58 FEET NORTHEAST OF THE STATION.  IT IS
 LB2339'72 FEET SOUTHWEST OF THE HIGHWAY INTERSECTION, 35 FEET SOUTH OF
 LB2339'THE CENTER OF THE GRAVEL ROAD AND 22 FEET SOUTHEAST OF THE
 LB2339'SOUTHEAST CORNER OF A CULVERT.  THE MARK IS FLUSH AND THE DISK IS
 LB2339'STAMPED LANGUM NO 1 1947.
 LB2339'
 LB2339'REFERENCE MARK NO. 2 IS 131.70 FEET NORTHWEST OF THE STATION.  IT IS
 LB2339'34 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT SOUTH OF
 LB2339'AN EAST WEST FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 LB2339'LANGUM NO 2 1947.
 LB2339'
 LB2339'AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION.  IT IS 26 FEET NORTH
 LB2339'OF THE CENTER OF AN EAST WEST GRAVEL ROAD, 2 FEET NORTHWEST OF A
 LB2339'TELEPHONE POLE, 1 FOOT SOUTH OF AN EAST WEST FENCE, AND 1 FOOT WEST
 LB2339'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 LB2339'STAMPED LANGUM 1947.
 LB2339'
 LB2339'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 52 AND STATE
 LB2339'HIGHWAY 49, ABOUT 4 MILES SOUTHEAST OF CLIFTON, GO NORTH ON U. S.
 LB2339'HIGHWAY 52 FOR 4.1 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LB2339'
 LB2339'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2913 ***********************************************************************
 ME2913  DESIGNATION -  LANSING
 ME2913  PID         -  ME2913
 ME2913  STATE/COUNTY-  IL/COOK
 ME2913  USGS QUAD   -  CALUMET CITY (1991)
 ME2913
 ME2913                         *CURRENT SURVEY CONTROL
 ME2913  ___________________________________________________________________
 ME2913* NAD 83(1997)-  41 33 52.14022(N)    087 33 00.27498(W)     ADJUSTED  
 ME2913* NAVD 88     -       192.     (meters)     630.     (feet)  VERTCON   
 ME2913  ___________________________________________________________________
 ME2913  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ME2913  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME2913
 ME2913  HORZ ORDER  -  FIRST
 ME2913
 ME2913.The horizontal coordinates were established by classical geodetic methods
 ME2913.and adjusted by the National Geodetic Survey in October 1999..
 ME2913
 ME2913.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2913
 ME2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2913
 ME2913.The geoid height was determined by GEOID03.
 ME2913
 ME2913;                    North         East     Units Scale Factor Converg.
 ME2913;SPC IL E     -   544,027.687   365,332.654   MT  1.00002751   +0 31 10.8
 ME2913;SPC IL E     - 1,784,864.17  1,198,595.55   sFT  1.00002751   +0 31 10.8
 ME2913;SPC IN W     -   701,352.483   861,068.672   MT  0.99998531   -0 18 34.8
 ME2913;SPC IN W     - 2,301,020.60  2,825,022.80   sFT  0.99998531   -0 18 34.8
 ME2913;UTM  16      - 4,601,569.231   454,134.587   MT  0.99962589   -0 21 53.9
 ME2913
 ME2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2913!SPC IL E     -   0.99997515  x   1.00002751  =   1.00000266
 ME2913!SPC IN W     -   0.99997515  x   0.99998531  =   0.99996046
 ME2913!UTM  16      -   0.99997515  x   0.99962589  =   0.99960105
 ME2913
 ME2913:                Primary Azimuth Mark                     Grid Az
 ME2913:SPC IL E     -  HAMMOND PRATT FOOD CO TANK               017 45 41.2
 ME2913:SPC IN W     -  HAMMOND PRATT FOOD CO TANK               018 35 26.8
 ME2913:UTM  16      -  HAMMOND PRATT FOOD CO TANK               018 38 45.9
 ME2913
 ME2913|---------------------------------------------------------------------|
 ME2913| PID    Reference Object                     Distance      Geod. Az  |
 ME2913|                                                           dddmmss.s |
 ME2913| ME2920 HAMMOND PRATT FOOD CO TANK          APPROX. 7.0 KM 0181652.0 |
 ME2913| ME2495 HAMMOND MUNICIPAL TANK              APPROX. 5.4 KM 0510113.9 |
 ME2913| ME2509 HAMMOND RADIO STA WJOB MAST         APPROX. 6.9 KM 0583536.0 |
 ME2913| ME2921 MUNSTER MUNICIPAL TANK              APPROX. 3.5 KM 0945620.5 |
 ME2913| ME2923 LANSING MUNICIPAL TANK              APPROX. 0.5 KM 1020645.6 |
 ME2913| ME2505 HIGHLAND MUNICIPAL TANK             APPROX. 7.7 KM 1042829.5 |
 ME2913| CM2992 LANSING RM 1                         16.065 METERS 14618     |
 ME2913| ME2576 ST JOHN                             APPROX.14.5 KM 1514639.4 |
 ME2913| ME2922 CHICAGO HAMMOND AIRPORT BEACON      APPROX. 2.7 KM 1582855.3 |
 ME2913| ME2597 PARK FOREST MUNICIPAL TANK          APPROX.15.6 KM 2292819.8 |
 ME2913| ME2932 GLENWOOD SCHOOL FOR BOYS TANK       APPROX. 6.8 KM 2552607.2 |
 ME2913| CM2993 LANSING RM 2                         30.060 METERS 25816     |
 ME2913| ME2937 HOMEWOOD MUNICIPAL TANK             APPROX. 9.7 KM 2690554.4 |
 ME2913| CM2994 LANSING RM 3                         20.835 METERS 32419     |
 ME2913|---------------------------------------------------------------------|
 ME2913
 ME2913                          SUPERSEDED SURVEY CONTROL
 ME2913
 ME2913  NAD 83(1997)-  41 33 52.14023(N)    087 33 00.27501(W) AD(       ) 1
 ME2913  NAD 83(1997)-  41 33 52.14533(N)    087 33 00.28212(W) AD(       ) 1
 ME2913  NAD 83(1986)-  41 33 52.14535(N)    087 33 00.28211(W) AD(       ) 1
 ME2913  NAD 27      -  41 33 52.02055(N)    087 33 00.13301(W) AD(       ) 1
 ME2913  NGVD 29 (07/19/86)  192.     (m)          630.     (f) VERT ANG       
 ME2913
 ME2913.Superseded values are not recommended for survey control.
 ME2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2913.See file dsdata.txt to determine how the superseded data were derived.
 ME2913
 ME2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5413501569(NAD 83)
 ME2913_MARKER: DS = TRIANGULATION STATION DISK
 ME2913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2913
 ME2913  HISTORY     - Date     Condition        Report By
 ME2913  HISTORY     - 1952     MONUMENTED       CGS
 ME2913  HISTORY     - 1974     GOOD             NGS
 ME2913  HISTORY     - 1976     GOOD             LOCENG
 ME2913  HISTORY     - 1977     GOOD             NGS
 ME2913
 ME2913                          STATION DESCRIPTION
 ME2913
 ME2913'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2913'STATION IS LOCATED ON THE GROUNDS OF THE LANSING MEMORIAL JUNIOR HIGH
 ME2913'SCHOOL ALONG THE SOUTH SIDE OF
 ME2913'RIDGE ROAD IN THE WEST SECTION OF LANSING.  IT IS 90 FEET SOUTH OF
 ME2913'THE CENTER OF RIDGE ROAD, 48 FEET
 ME2913'NORTH OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 22
 ME2913'FEET NORTHEAST OF THE LANSING WORLD WAR HONOR
 ME2913'ROLL SIGN AND 19 FEET SOUTHEAST OF THE
 ME2913'SIDEWALK LEADING TO THE SCHOOL.  THE MARK IS FLUSH AND THE DISK
 ME2913'IS STAMPED LANSING 1952.
 ME2913'
 ME2913'REFERENCE MARK NO. 1 IS 33 FEET WEST OF THE CENTER OF AN ALLEY AND 9
 ME2913'FEET EAST OF THE NORTHEAST
 ME2913'CORNER OF THE SCHOOL BUILDING.  THE MARK IS FLUSH AND THE DISK IS
 ME2913'STAMPED LANSING NO 1 1952.
 ME2913'
 ME2913'REFERENCE MARK NO. 2 IS 35 FEET NORTHEAST OF THE MAIN ENTRANCE TO THE
 ME2913'SCHOOL BUILDING AND 1
 ME2913'FOOT SOUTH OF THE EDGE OF THE SIDEWALK.  THE MARK IS FLUSH AND THE
 ME2913'DISK IS STAMPED LANSING NO 2 1952.
 ME2913'
 ME2913'NO AZIMUTH MARK WAS SET AT THIS STATION.
 ME2913'
 ME2913'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 ME2913
 ME2913                          STATION RECOVERY (1974)
 ME2913
 ME2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 ME2913'REFERENCES
 ME2913'
 ME2913'BOLT IN CURB TRA STA T 3131       199.73
 ME2913'
 ME2913'CENTERLINE OF RIDGE ROAD          90
 ME2913'
 ME2913'W EDGE OF SIDEWALK                20
 ME2913'
 ME2913'NE CORNER OF BUILDING             48
 ME2913'
 ME2913'TO REACH FROM--THE INTERSECTION OF RIDGE ROAD AND BURNHAM AVE. IN
 ME2913'LANSING, GO W. ON RIDGE ROAD APPROX. 3000 FEET TO THE MEMORIAL
 ME2913'JUNIOR HIGH SCHOOL ON THE S. SIDE OF THE ROAD, AT WARD STREET.
 ME2913'
 ME2913'TYPE OF MARKER AND HOW SET--
 ME2913'
 ME2913'STATION IS A USCGS CONCRETE MONUMENT AND DISK SET FLUSH IN THE LAWN
 ME2913'AT THE NE CORNER OF THE SCHOOL BUILDING.
 ME2913'
 ME2913'NEAREST TOWN--LANSING.
 ME2913
 ME2913                          STATION RECOVERY (1976)
 ME2913
 ME2913'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (ARS)
 ME2913'LANSING STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ME2913'
 ME2913'RM 1, RM 2 REF. MARKS NOT FOUND - PROBABLY DESTROYED.
 ME2913'
 ME2913'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LANSING.
 ME2913
 ME2913                          STATION RECOVERY (1977)
 ME2913
 ME2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2913'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 ME2913'TO BE IN GOOD CONDITION AS DESCRIBED.
 ME2913'REFERENCE MARK 1 WAS SEARCHED FOR USING THE DIRECTION AND
 ME2913'DISTANCE LISTED IN THE 1952 DESCRIPTION BUT WAS NOT FOUND AFTER
 ME2913'DIGGING 8 INCHES BELOW THE SURFACE OF AN ASPHALT DRIVEWAY.  THE
 ME2913'TAPED DISTANCE BETWEEN THE STATION AND REFERENCE MARK 2 WAS
 ME2913'0.008 METERS LESS THAN THE LISTED 1952 DISTANCE.  REFERENCE
 ME2913'MARK 3 WAS SET AT THIS TIME.  THERE IS NO AZIMUTH MARK.
 ME2913'THE ONLY ANGLE OBSERVED AT THIS TIME WAS BETWEEN THE
 ME2913'REFERENCE MARKS 2 AND 3. A TRAVERSE CONNECTION WAS MADE
 ME2913'TO TRIANGULATION STATION SANDRIDGE RM 3 USING ELECTRONIC
 ME2913'DISTANCE EQUIPMENT.
 ME2913'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 ME2913'
 ME2913'THE STATION IS LOCATED ON THE GROUNDS OF THE LANSING MEMORIAL
 ME2913'JUNIOR HIGH SCHOOL ALONG THE SOUTH EDGE OF RIDGE ROAD IN THE
 ME2913'WEST SECTION OF LANSING.
 ME2913'
 ME2913'STATION MARKS, STAMPED---LANSING 1952---, ARE STANDARD DISKS.
 ME2913'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 ME2913'CONCRETE MONUMENT THAT
 ME2913'IS FLUSH WITH THE GROUND SURFACE.  IT IS 89 FEET
 ME2913'SOUTH OF THE CENTER OF RIDGE ROAD, 48 FEET NORTH-NORTHWEST OF
 ME2913'THE NORTHEAST CORNER OF THE SCHOOL BUILDING, AND 23 FEET WEST
 ME2913'OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK.  THE 1952 DATA
 ME2913'STATES THAT THERE WAS AN UNDERGROUND MARK.
 ME2913'
 ME2913'REFERENCE MARK 2, STAMPED---LANSING NO 2 1952---, IS A
 ME2913'STANDARD DISK SET IN THE TOP OF A 12-INCH
 ME2913'SQUARE CONCRETE MONUMENT THAT IS 1
 ME2913'INCH BELOW THE GROUND SURFACE.  IT IS 31 FEET EAST-NORTHEAST OF
 ME2913'THE CORNER OF THE CONCRETE PORCH AT THE MAIN SCHOOL ENTRANCE,
 ME2913'31 FEET WEST OF THE WEST EDGE OF A LANSING GIRL SCOUTS 1945
 ME2913'PLAQUE IN THE LAWN, AND 1 FOOT SOUTH OF THE SIDEWALK IN FRONT
 ME2913'OF THE SCHOOL BUILDING.
 ME2913'
 ME2913'REFERENCE MARK 3, STAMPED---LANSING 1952 NO 3 1977---, IS
 ME2913'A STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2913'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 ME2913'IS 93 FEET EAST-NORTHEAST OF A FLAGPOLE, 56 FEET WEST OF A
 ME2913'STREET LAMP, 33 FEET SOUTH OF THE CENTER OF RIDGE ROAD AND
 ME2913'1 FOOT SOUTH OF THE SIDEWALK ALONG THE SOUTH SIDE OF
 ME2913'RIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2923 ***********************************************************************
 ME2923  DESIGNATION -  LANSING MUNICIPAL TANK
 ME2923  PID         -  ME2923
 ME2923  STATE/COUNTY-  IL/COOK
 ME2923  USGS QUAD   -  CALUMET CITY (1991)
 ME2923
 ME2923                         *CURRENT SURVEY CONTROL
 ME2923  ___________________________________________________________________
 ME2923* NAD 83(1997)-  41 33 48.53291(N)    087 32 37.89859(W)     ADJUSTED  
 ME2923* NAVD 88     -                                                        
 ME2923  ___________________________________________________________________
 ME2923  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 ME2923  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME2923
 ME2923  HORZ ORDER  -  THIRD
 ME2923
 ME2923.The horizontal coordinates were established by classical geodetic methods
 ME2923.and adjusted by the National Geodetic Survey in October 1999..
 ME2923
 ME2923
 ME2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2923
 ME2923.The geoid height was determined by GEOID03.
 ME2923
 ME2923;                    North         East     Units Scale Factor Converg.
 ME2923;SPC IL E     -   543,921.119   365,852.133   MT  1.00002834   +0 31 25.7
 ME2923;SPC IL E     - 1,784,514.54  1,200,299.87   sFT  1.00002834   +0 31 25.7
 ME2923;SPC IN W     -   701,238.413   861,586.532   MT  0.99998482   -0 18 19.9
 ME2923;SPC IN W     - 2,300,646.36  2,826,721.81   sFT  0.99998482   -0 18 19.9
 ME2923;UTM  16      - 4,601,454.702   454,652.150   MT  0.99962531   -0 21 39.0
 ME2923
 ME2923                          SUPERSEDED SURVEY CONTROL
 ME2923
 ME2923  NAD 83(1997)-  41 33 48.53293(N)    087 32 37.89867(W) AD(       ) 4
 ME2923  NAD 83(1997)-  41 33 48.53807(N)    087 32 37.90582(W) AD(       ) 4
 ME2923  NAD 83(1986)-  41 33 48.53809(N)    087 32 37.90571(W) AD(       ) 4
 ME2923  NAD 27      -  41 33 48.41357(N)    087 32 37.75611(W) AD(       ) 3
 ME2923
 ME2923.Superseded values are not recommended for survey control.
 ME2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2923.See file dsdata.txt to determine how the superseded data were derived.
 ME2923
 ME2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM5465201455(NAD 83)
 ME2923_MARKER: 53 = ELEVATED TANK
 ME2923
 ME2923  HISTORY     - Date     Condition        Report By
 ME2923  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2923  HISTORY     - 1989     GOOD             USPSQD
 ME2923
 ME2923                          STATION DESCRIPTION
 ME2923
 ME2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2923'A BALL AT THE APEX OF THE LANSING MUNICIPAL WATER TANK,
 ME2923'LOCATED IN THE
 ME2923'SOUTHWEST SECTION OF LANSING AT THE INTERSECTION OF CHICAGO AVENUE
 ME2923'AND 182ND PL.  THE TANK IS A
 ME2923'FOUR-LEGGED STEEL STRUCTURE, ABOUT 125 FEET HIGH,
 ME2923'PAINTED SILVER AND HAS THE NAME LANSING PAINTED
 ME2923'ON THE EAST AND WEST SIDES IN BLACK
 ME2923'LETTERS.
 ME2923
 ME2923                          STATION RECOVERY (1989)
 ME2923
 ME2923'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 ME2923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3311 ***********************************************************************
 ME3311  CBN         -  This is a Cooperative Base Network Control Station.
 ME3311  PACS        -  This is a Primary Airport Control Station.
 ME3311  DESIGNATION -  LANSPORT
 ME3311  PID         -  ME3311
 ME3311  STATE/COUNTY-  IL/COOK
 ME3311  USGS QUAD   -  CALUMET CITY (1991)
 ME3311
 ME3311                         *CURRENT SURVEY CONTROL
 ME3311  ___________________________________________________________________
 ME3311* NAD 83(1997)-  41 32 21.50125(N)    087 31 50.37885(W)     ADJUSTED  
 ME3311* NAVD 88     -       186.93   (meters)     613.3    (feet)  GPS OBS   
 ME3311  ___________________________________________________________________
 ME3311  X           -     205,996.813 (meters)                     COMP
 ME3311  Y           -  -4,776,759.458 (meters)                     COMP
 ME3311  Z           -   4,207,542.587 (meters)                     COMP
 ME3311  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 ME3311  ELLIP HEIGHT-         153.48  (meters)          (10/15/04) GPS OBS
 ME3311  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME3311
 ME3311  HORZ ORDER  -  B
 ME3311  ELLP ORDER  -  FOURTH    CLASS II
 ME3311
 ME3311.This mark is at Lansing Airport (IGQ)
 ME3311
 ME3311.The horizontal coordinates were established by GPS observations
 ME3311.and adjusted by the National Geodetic Survey in April 1998..
 ME3311
 ME3311.The orthometric height was determined by GPS observations and a
 ME3311.high-resolution geoid model.
 ME3311
 ME3311.GPS derived orthometric heights for airport stations designated as
 ME3311.PACS or SACS are published to 2 decimal places.  This maintains
 ME3311.centimeter relative accuracy between the PACS and SACS.  It does
 ME3311.not indicate centimeter accuracy relative to other marks which are
 ME3311.part of the NAVD 88 network.
 ME3311
 ME3311.Photographs are available for this station.
 ME3311
 ME3311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3311
 ME3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3311
 ME3311.The ellipsoidal height was determined by GPS observations
 ME3311.and is referenced to NAD 83.
 ME3311
 ME3311.The geoid height was determined by GEOID03.
 ME3311
 ME3311;                    North         East     Units Scale Factor Converg.
 ME3311;SPC IL E     -   541,246.267   366,978.136   MT  1.00003018   +0 31 56.3
 ME3311;SPC IL E     - 1,775,738.79  1,203,994.10   sFT  1.00003018   +0 31 56.3
 ME3311;SPC IN W     -   698,547.667   862,673.661   MT  0.99998381   -0 17 47.9
 ME3311;SPC IN W     - 2,291,818.47  2,830,288.50   sFT  0.99998381   -0 17 47.9
 ME3311;UTM  16      - 4,598,763.877   455,736.293   MT  0.99962411   -0 21 06.9
 ME3311
 ME3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3311!SPC IL E     -   0.99997593  x   1.00003018  =   1.00000611
 ME3311!SPC IN W     -   0.99997593  x   0.99998381  =   0.99995974
 ME3311!UTM  16      -   0.99997593  x   0.99962411  =   0.99960005
 ME3311
 ME3311:                Primary Azimuth Mark                     Grid Az
 ME3311:SPC IL E     -  IGQ A                                    089 01 11.3
 ME3311:SPC IN W     -  IGQ A                                    089 50 55.5
 ME3311:UTM  16      -  IGQ A                                    089 54 14.5
 ME3311
 ME3311|---------------------------------------------------------------------|
 ME3311| PID    Reference Object                     Distance      Geod. Az  |
 ME3311|                                                           dddmmss.s |
 ME3311| AI2095 IGQ A                               430.605 METERS 0893307.6 |
 ME3311| ME3312 LANSPORT AZ MK                      APPROX. 0.6 KM 2695835.9 |
 ME3311|---------------------------------------------------------------------|
 ME3311
 ME3311                          SUPERSEDED SURVEY CONTROL
 ME3311
 ME3311  ELLIP H (04/10/98)  153.44   (m)                       GP(       ) 4 1
 ME3311  NAD 83(1986)-  41 32 21.50527(N)    087 31 50.39510(W) AD(       ) 1
 ME3311  NAD 83(1997)-  41 32 21.50227(N)    087 31 50.38670(W) AD(       ) 1
 ME3311  NAD 83(1986)-  41 32 21.50231(N)    087 31 50.38668(W) AD(       ) 1
 ME3311  NGVD 29 (06/25/91)  186.9    (m)          613.     (f) GPS OBS        
 ME3311
 ME3311.Superseded values are not recommended for survey control.
 ME3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3311.See file dsdata.txt to determine how the superseded data were derived.
 ME3311
 ME3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5573698764(NAD 83)
 ME3311_MARKER: I = METAL ROD
 ME3311_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3311_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ME3311_STAMPING: LANSPORT 1990
 ME3311_MARK LOGO: NONE  
 ME3311_PROJECTION: FLUSH
 ME3311_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3311+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2000
 ME3311_ROD/PIPE-DEPTH: 6.10 meters
 ME3311_SLEEVE-DEPTH  : 0.90 meters
 ME3311
 ME3311  HISTORY     - Date     Condition        Report By
 ME3311  HISTORY     - 1990     MONUMENTED       NGS
 ME3311  HISTORY     - 19970505 GOOD             ASCPC
 ME3311  HISTORY     - 19970506 GOOD             NGS
 ME3311  HISTORY     - 19970616 GOOD             NGS
 ME3311  HISTORY     - 19990901 GOOD             NGS
 ME3311  HISTORY     - 20000326 GOOD             SECI
 ME3311
 ME3311                          STATION DESCRIPTION
 ME3311
 ME3311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ME3311'STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) SOUTH OF LANSING, AT THE
 ME3311'LANSING MUNICIPAL AIRPORT, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF
 ME3311'THE ASPHALT AND GRASS RUNRAYS, IN THE NORTHWEST 1/4 OF SECTION 8, T
 ME3311'36 N, R 15 E. OWNERSHIP--VILLAGE OF LANSING, LANSING VILLAGE MALL,
 ME3311'LANSING, IL 60438.  AIRPORT MANAGER IS ROBERT MALKAS, PHONE
 ME3311'312-895-8844.
 ME3311'TO REACH FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 394 ON
 ME3311'THE EAST SIDE OF EAST CHICAGO HEIGHTS, GO EAST ON HIGHWAY 30 FOR 3.66
 ME3311'KM (2.27 MI) TO A T-ROAD.  TURN LEFT, NORTHWEST, ON STATE HIGHWAY 83
 ME3311'FOR 0.97 KM (0.60 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON
 ME3311'BURNHAM AVENUE FOR 3.19 KM (1.98 MI) TO A PAVED CROSSROAD.  TURN
 ME3311'RIGHT, EAST, ON GLENWOOD-LANSING ROAD FOR 0.10 KM (0.06 MI) TO THE
 ME3311'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH ON PAVEMENT FOR
 ME3311'0.10 KM (0.06 MI) TO A GATE AT OFFICE ON THE LEFT.  PASS THROUGH GATE
 ME3311'AND GO SOUTHWEST ON APRON AND THEN SOUTH ON RAMP FOR 0.23 KM
 ME3311'(0.14 MI) TO THE WEST END OF THE RUNWAY.  CROSS RUNWAY FOR 0.06 KM
 ME3311'(0.04 MI) TO THE GRASS STRIP NORTH OF THE PLOWED FIELD.  TURN LEFT,
 ME3311'EAST, ON THE GRASS ALONG SOUTH SIDE OF RUNWAY FOR 0.65 KM (0.40 MI)
 ME3311'TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE TURF RUNWAY.
 ME3311'THE STATION IS LOCATED 64.0 M (210.0 FT) SOUTH FROM THE CENTER OF
 ME3311'RUNWAY 9-27, 60.6 M (198.8 FT) SOUTHEAST FROM A RUNWAY LIGHT, 53.7 M
 ME3311'(176.2 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE ASPHALT
 ME3311'CROSSING PAD FOR THE TURF RUNWAY, AND 50.5 M (165.7 FT) WEST FROM THE
 ME3311'APPROXIMATE CENTER OF THE TURF RUNWAY.
 ME3311'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME3311
 ME3311                          STATION RECOVERY (1997)
 ME3311
 ME3311'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 ME3311'RECOVERY NOTE. RECOVERED IN GOOD CONDITION AS DESCRIBED IN PREVIOUS
 ME3311'DESCRIPTION.
 ME3311
 ME3311                          STATION RECOVERY (1997)
 ME3311
 ME3311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME3311'THE STATION IS LOCATED ABOUT 45 KM (27.95 MI) EAST OF JOLIET, 9 KM
 ME3311'(5.60 MI) SOUTH OF THE SOUTH SIDE OF CHICAGO, 1 KM (0.60 MI) WEST OF
 ME3311'THE ILLINOIS-INDIANA BORDER, ON THE SOUTHEAST SIDE OF LANSING, AT THE
 ME3311'LANSING MUNICIPAL AIRPORT, NEAR MIDFIELD, AND IN THE SOUTHWEST
 ME3311'QUADRANT OF THE JUNCTION OF ASPHALT RUNWAY 9-27 AND TURF RUNWAY 18-36.
 ME3311'OWNERSHIP--VILLAGE OF LANSING, LANSING VILLAGE MALL, LANSING IL 60438,
 ME3311'PHONE 312-895-8844.  CONTACT BOB MALKAS IN ADVANCE FOR ACCESS THROUGH
 ME3311'THE LOCKED GATE AND PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM
 ME3311'THE OVERPASS AT THE JUNCTION OF COMBINED INTERSTATE HIGHWAYS 94 AND
 ME3311'80, AND STATE HIGHWAY 83 (TORRENCE AVENUE) AT EXIT 161 IN LANSING, GO
 ME3311'SOUTH ON TORRENCE AVENUE FOR 3.70 KM (2.30 MI) TO A PAVED CROSSROAD
 ME3311'(GLENWOOD LANSING ROAD).  TURN LEFT, EAST ON THE ROAD FOR 1.60 KM
 ME3311'(1.00 MI) TO A PAVED CROSSROAD (BURNHAM ROAD).  CONTINUE AHEAD, EAST
 ME3311'ON GLENWOOD LANSING ROAD FOR 0.08 KM (0.05 MI) TO THE PAVED AIRPORT
 ME3311'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, PASSING THROUGH A
 ME3311'PARKING LOT FOR 0.1 KM (0.05 MI) TO A GATE AT THE APRON AND THE OFFICE
 ME3311'ON THE LEFT.  PASS THROUGH THE GATE, SOUTH-SOUTHEAST ACROSS THE APRON,
 ME3311'THEN SOUTH ALONG A CONNECTOR TAXI FOR 0.23 KM (0.15 MI) TO THE
 ME3311'JUNCTION OF RUNWAY END 9.  CONTINUE SOUTH, CROSSING THE RUNWAY FOR
 ME3311'0.08 KM (0.05 MI) TO THE SOUTH SIDE OF THE RUNWAY.  TURN LEFT, EAST
 ME3311'ALONG THE RUNWAY FOR 0.65 KM (0.40 MI) TO THE STATION ON THE RIGHT
 ME3311'JUST BEFORE REACHING THE TURF RUNWAY. THE STATION IS A PUNCH HOLE TOP
 ME3311'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 1 M
 ME3311'(3.3 FT) LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED
 ME3311'BY CONCRETE RECESSED 3 CM BELOW THE GROUND.  IT IS 63.8 M (209.3 FT)
 ME3311'SOUTH OF THE CENTER OF RUNWAY 9-27, 62.7 M (205.7 FT) SOUTHWEST OF THE
 ME3311'RUNWAY LIGHT AT THE JUNCTION OF THE RUNWAYS, 60.6 M (198.8 FT)
 ME3311'SOUTHEAST OF THE SECOND RUNWAY LIGHT WEST OF THE JUNCTION OF THE
 ME3311'RUNWAYS, 53.7 M (176.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 ME3311'ASPHALT CROSSING PAD FOR THE TURF RUNWAY, 52.8 M (173.2 FT) SOUTH OF
 ME3311'THE SOUTH EDGE OF RUNWAY 9-27, 50.5 M (165.7 FT) WEST OF THE
 ME3311'APPROXIMATE CENTER OF THE TURF RUNWAY AND 0.6 M (2.0 FT) NORTH OF A
 ME3311'FIBERGLASS WITNESS POST. NOTE--THIS STATION IS DESIGNATED AS THE
 ME3311'PRIMARY AIRPORT CONTROL STATION.
 ME3311
 ME3311                          STATION RECOVERY (1997)
 ME3311
 ME3311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME3311'RECOVERED AS DESCRIBED.
 ME3311
 ME3311                          STATION RECOVERY (1999)
 ME3311
 ME3311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 ME3311'RECOVERED AS DESCRIBED.
 ME3311
 ME3311                          STATION RECOVERY (2000)
 ME3311
 ME3311'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF)
 ME3311'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION
 ME3311'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3312 ***********************************************************************
 ME3312  SACS        -  This is a Secondary Airport Control Station.
 ME3312  DESIGNATION -  LANSPORT AZ MK
 ME3312  PID         -  ME3312
 ME3312  STATE/COUNTY-  IL/COOK
 ME3312  USGS QUAD   -  CALUMET CITY (1991)
 ME3312
 ME3312                         *CURRENT SURVEY CONTROL
 ME3312  ___________________________________________________________________
 ME3312* NAD 83(1997)-  41 32 21.49223(N)    087 32 17.02536(W)     ADJUSTED  
 ME3312* NAVD 88     -       186.94   (meters)     613.3    (feet)  GPS OBS   
 ME3312  ___________________________________________________________________
 ME3312  X           -     205,379.729 (meters)                     COMP
 ME3312  Y           -  -4,776,786.207 (meters)                     COMP
 ME3312  Z           -   4,207,542.372 (meters)                     COMP
 ME3312  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 ME3312  ELLIP HEIGHT-         153.47  (meters)          (02/03/05) GPS OBS
 ME3312  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME3312
 ME3312  HORZ ORDER  -  FIRST
 ME3312  ELLP ORDER  -  FOURTH    CLASS II
 ME3312
 ME3312.This mark is at Lansing Airport (IGQ)
 ME3312
 ME3312.The horizontal coordinates were established by GPS observations
 ME3312.and adjusted by the National Geodetic Survey in October 1999..
 ME3312
 ME3312.The orthometric height was determined by GPS observations and a
 ME3312.high-resolution geoid model.
 ME3312
 ME3312.GPS derived orthometric heights for airport stations designated as
 ME3312.PACS or SACS are published to 2 decimal places.  This maintains
 ME3312.centimeter relative accuracy between the PACS and SACS.  It does
 ME3312.not indicate centimeter accuracy relative to other marks which are
 ME3312.part of the NAVD 88 network.
 ME3312
 ME3312.Photographs are available for this station.
 ME3312
 ME3312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3312
 ME3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3312
 ME3312.The ellipsoidal height was determined by GPS observations
 ME3312.and is referenced to NAD 83.
 ME3312
 ME3312.The geoid height was determined by GEOID03.
 ME3312
 ME3312;                    North         East     Units Scale Factor Converg.
 ME3312;SPC IL E     -   541,240.277   366,360.498   MT  1.00002917   +0 31 38.6
 ME3312;SPC IL E     - 1,775,719.14  1,201,967.73   sFT  1.00002917   +0 31 38.6
 ME3312;SPC IN W     -   698,550.613   862,056.029   MT  0.99998438   -0 18 05.6
 ME3312;SPC IN W     - 2,291,828.14  2,828,262.16   sFT  0.99998438   -0 18 05.6
 ME3312;UTM  16      - 4,598,767.417   455,118.887   MT  0.99962479   -0 21 24.5
 ME3312
 ME3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3312!SPC IL E     -   0.99997593  x   1.00002917  =   1.00000510
 ME3312!SPC IN W     -   0.99997593  x   0.99998438  =   0.99996031
 ME3312!UTM  16      -   0.99997593  x   0.99962479  =   0.99960073
 ME3312
 ME3312:                Primary Azimuth Mark                     Grid Az
 ME3312:SPC IL E     -  LANSPORT                                 089 26 39.6
 ME3312:SPC IN W     -  LANSPORT                                 090 16 23.8
 ME3312:UTM  16      -  LANSPORT                                 090 19 42.7
 ME3312
 ME3312|---------------------------------------------------------------------|
 ME3312| PID    Reference Object                     Distance      Geod. Az  |
 ME3312|                                                           dddmmss.s |
 ME3312| ME3311 LANSPORT                            APPROX. 0.6 KM 0895818.2 |
 ME3312|---------------------------------------------------------------------|
 ME3312
 ME3312                          SUPERSEDED SURVEY CONTROL
 ME3312
 ME3312  ELLIP H (10/21/99)  153.43   (m)                       GP(       ) 4 1
 ME3312  NAD 83(1997)-  41 32 21.49271(N)    087 32 17.02513(W) AD(       ) 1
 ME3312  ELLIP H (10/12/99)  153.60   (m)                       GP(       ) 4 1
 ME3312  NAD 83(1997)-  41 32 21.49223(N)    087 32 17.02536(W) AD(       ) 1
 ME3312  NAD 83(1986)-  41 32 21.49616(N)    087 32 17.04157(W) AD(       ) 1
 ME3312  NAD 83(1997)-  41 32 21.49368(N)    087 32 17.03284(W) AD(       ) 1
 ME3312  NAD 83(1986)-  41 32 21.49387(N)    087 32 17.03266(W) AD(       ) 1
 ME3312  NGVD 29 (06/25/91)  186.9    (m)          613.     (f) GPS OBS        
 ME3312
 ME3312.Superseded values are not recommended for survey control.
 ME3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3312.See file dsdata.txt to determine how the superseded data were derived.
 ME3312
 ME3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL5511998767(NAD 83)
 ME3312_MARKER: I = METAL ROD
 ME3312_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3312_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ME3312_STAMPING: LANSPORT AZ MK 1990
 ME3312_MARK LOGO: NGS   
 ME3312_PROJECTION: FLUSH
 ME3312_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3312+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999
 ME3312_ROD/PIPE-DEPTH: 7.3  meters
 ME3312_SLEEVE-DEPTH  : 0.9 meters
 ME3312
 ME3312  HISTORY     - Date     Condition        Report By
 ME3312  HISTORY     - 1990     MONUMENTED       NGS
 ME3312  HISTORY     - 19970505 GOOD             ASCPC
 ME3312  HISTORY     - 19990901 GOOD             NGS
 ME3312
 ME3312                          STATION DESCRIPTION
 ME3312
 ME3312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ME3312'STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) SOUTH OF LANSING, AT THE
 ME3312'LANSING MUNICIPAL AIRPORT, NEAR THE WEST END OF AND ON THE SOUTH SIDE
 ME3312'OF RUNWAY 9-27, IN LINE WITH THE RUNWAY END LIGHTS AT DISPLACED
 ME3312'THRESHOLD, ON THE NORTH EDGE OF A PLOWED FIELD, IN THE NORTHWEST 1/4
 ME3312'OF SECTION 8, T 36 N, R 15 E. OWNERSHIP--VILLAGE OF LANSING, LANSING
 ME3312'VILLAGE MALL, LANSING, IL 60438.  AIRPORT MANAGER IS ROBERT MALKAS,
 ME3312'PHONE 312-895-8844.
 ME3312'TO REACH FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 394 ON
 ME3312'THE EAST SIDE OF EAST CHICAGO HEIGHTS, GO EAST ON HIGHWAY 30 FOR 3.66
 ME3312'KM (2.27 MI) TO A T-ROAD.  TURN LEFT, NORTHWEST, ON STATE HIGHWAY 83
 ME3312'FOR 0.97 KM (0.60 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON
 ME3312'BURNHAM AVENUE FOR 3.19 KM (1.98 MI) TO A PAVED CROSSROAD.  TURN
 ME3312'RIGHT, EAST, ON GLENWOOD-LANSING ROAD FOR 0.10 KM (0.06 MI) TO THE
 ME3312'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH ON PAVEMENT FOR
 ME3312'0.10 KM (0.06 MI) TO A GATE AT OFFICE ON THE LEFT.  PASS THROUGH GATE
 ME3312'AND GO SOUTHWEST ON APRON AND SOUTH ON RAMP FOR 0.23 KM (0.14 MI) TO
 ME3312'THE WEST END OF THE RUNWAY.  CROSS RUNWAY FOR 0.06 KM (0.04 MI) TO
 ME3312'GRASS STRIP ON NORTH SIDE OF PLOWED FIELD.  TURN LEFT, EAST ON GRASS
 ME3312'ALONG SOUTH SIDE OF RUNWAY FOR 0.04 KM (0.02 MI) TO THE STATION ON
 ME3312'THE RIGHT.
 ME3312'THE STATION IS LOCATED 65.7 M (215.6 FT) SOUTH FROM THE CENTER OF
 ME3312'RUNWAY 9-27, 47.4 M (155.5 FT) EAST FROM THE EXTENDED CENTER OF THE
 ME3312'RAMP AT THE WEST END OF THE RUNWAY, 46.5 M (152.6 FT) WEST FROM THE
 ME3312'EXTENDED CENTER OF THE SECOND RAMP FROM THE WST END OF THE RUNWAY,
 ME3312'AND 40.6 M (133.2 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 ME3312'THE 1.0 X 0.6 METER CONCRETE PAD SUPPORTING THE CONTROL BOX FOR THE
 ME3312'REIL NUMBER 2 APPROACH BEACON LIGHT AT THE SOUTH END OF THE RUNWAY
 ME3312'LIGHTS.
 ME3312'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 ME3312
 ME3312                          STATION RECOVERY (1997)
 ME3312
 ME3312'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1997 (PS)
 ME3312'215.6 FEET (65.7 M) SOUTH OF CENTERLINE OF RUNWAY 9-27 AND 152.6 FEET
 ME3312'(46.5 M) WEST FROM EXTENDED CENTERLINE OF SECOND RAMP FROM WEST END OF
 ME3312'RUNWAY. RECOVERY NOTE. RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 ME3312'PREVIOUS DESCRIPTION.
 ME3312
 ME3312                          STATION RECOVERY (1999)
 ME3312
 ME3312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 ME3312'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1766 ***********************************************************************
 JB1766  DESIGNATION -  LARK
 JB1766  PID         -  JB1766
 JB1766  STATE/COUNTY-  IL/CLAY
 JB1766  USGS QUAD   -  HORD (1985)
 JB1766
 JB1766                         *CURRENT SURVEY CONTROL
 JB1766  ___________________________________________________________________
 JB1766* NAD 83(1997)-  38 53 36.47332(N)    088 35 36.42765(W)     ADJUSTED  
 JB1766* NAVD 88     -       160.     (meters)     525.     (feet)  SCALED    
 JB1766  ___________________________________________________________________
 JB1766  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 JB1766  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JB1766
 JB1766  HORZ ORDER  -  THIRD
 JB1766
 JB1766.The horizontal coordinates were established by classical geodetic methods
 JB1766.and adjusted by the National Geodetic Survey in October 1999..
 JB1766
 JB1766.The orthometric height was scaled from a topographic map.
 JB1766
 JB1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1766
 JB1766.The geoid height was determined by GEOID03.
 JB1766
 JB1766;                    North         East     Units Scale Factor Converg.
 JB1766;SPC IL E     -   247,183.554   277,433.640   MT  0.99998127   -0 09 48.0
 JB1766;SPC IL E     -   810,968.04    910,213.53   sFT  0.99998127   -0 09 48.0
 JB1766;UTM  16      - 4,306,161.066   361,809.701   MT  0.99983515   -1 00 02.3
 JB1766
 JB1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1766!SPC IL E     -   0.99997986  x   0.99998127  =   0.99996113
 JB1766!UTM  16      -   0.99997986  x   0.99983515  =   0.99981502
 JB1766
 JB1766|---------------------------------------------------------------------|
 JB1766| PID    Reference Object                     Distance      Geod. Az  |
 JB1766|                                                           dddmmss.s |
 JB1766| CI4030 LARK RM 1                            22.764 METERS 14213     |
 JB1766| CI4029 LARK AZ MK                                         2222807.6 |
 JB1766| CI4031 LARK RM 2                            27.188 METERS 22756     |
 JB1766|---------------------------------------------------------------------|
 JB1766
 JB1766                          SUPERSEDED SURVEY CONTROL
 JB1766
 JB1766  NAD 83(1986)-  38 53 36.48492(N)    088 35 36.42525(W) AD(       ) 3
 JB1766  NAD 27      -  38 53 36.32307(N)    088 35 36.24413(W) AD(       ) 3
 JB1766
 JB1766.Superseded values are not recommended for survey control.
 JB1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1766.See file dsdata.txt to determine how the superseded data were derived.
 JB1766
 JB1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6181006161(NAD 83)
 JB1766_MARKER: DS = TRIANGULATION STATION DISK
 JB1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1766
 JB1766  HISTORY     - Date     Condition        Report By
 JB1766  HISTORY     - 1961     MONUMENTED       CGS
 JB1766
 JB1766                          STATION DESCRIPTION
 JB1766
 JB1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1766'THE STATION IS ABOUT 4 MILES SOUTHEAST OF EDGEWOOD, ABOUT 10 MILES
 JB1766'NORTHWEST OF LOUISVILLE, ON
 JB1766'THE PROPERTY OF MRS ARVIS CHAPMAN AND IS IN THE
 JB1766'NORTHWEST 0.25 OF SECTION 12, T 5
 JB1766'N, R 5 E.  IT IS 314 FEET WEST OF
 JB1766'THE CENTERLINE OF A T-ROAD, 36 FEET EAST-SOUTHEAST
 JB1766'OF AN 18 INCH
 JB1766'MAPLE TREE, 35 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 32
 JB1766'FEET SOUTHEAST OF
 JB1766'A 20 INCH MAPLE TREE AND 5 FEET SOUTHWEST OF A
 JB1766'WITNESS POST.  THE MONUMENT IS 12
 JB1766'INCHES UNDERGROUND AND THE DISK IS
 JB1766'STAMPED LARK 1961.
 JB1766'
 JB1766'TO REACH FROM THE U S POST OFFICE IN EDGEWOOD, GO EAST ON A PAVED
 JB1766'STREET FOR ABOUT 200 FEET
 JB1766'TO A CROSSROAD (STATE HIGHWAY 37).  CONTINUE EAST AND
 JB1766'SOUTHEAST ON A PAVED ROAD
 JB1766'(CROSSING TWO RAILROAD TRACKS) FOR 0.7 MILE
 JB1766'TO A Y-FORK.  KEEP LEFT AND GO EAST AND
 JB1766'SOUTH ON A PAVED ROAD FOR 1.0
 JB1766'MILE TO A SIDE ROAD RIGHT.  CONTINUE EAST ON A GRAVELED
 JB1766'ROAD FOR 0.85 MILE
 JB1766'TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.2
 JB1766'MILE TO A SIDE ROAD
 JB1766'RIGHT.  TURN RIGHT AND GO EASTERLY ON THE MAIN
 JB1766'TRAVELED GRAVELED ROAD FOR 0.75 MILE
 JB1766'TO A SIDE ROAD RIGHT.  CONTINUE
 JB1766'EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO THE STATION
 JB1766'ON THE LEFT.
 JB1766'
 JB1766'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON A GRAVELED
 JB1766'ROAD FOR 0.2 MILE TO
 JB1766'THE AZIMUTH MARK ON THE RIGHT.
 JB1766'
 JB1766'REFERENCE MARK 1 IS 74 FEET SOUTHEAST OF THE WITNESS POST AND 25 FEET
 JB1766'SOUTH OF THE CENTERLINE
 JB1766'OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND
 JB1766'THE DISK IS STAMPED LARK NO 1 1961.
 JB1766'
 JB1766'REFERENCE MARK 2 IS 94 FEET SOUTHWEST OF THE WITNESS POST AND 25 FEET
 JB1766'SOUTH OF THE CENTERLINE
 JB1766'OF THE GRAVELED ROAD.  THE MONUMENT IS FLUSH AND
 JB1766'THE DISK IS STAMPED LARK NO 2 1961.
 JB1766'
 JB1766'THE AZIMUTH MARK IS 115 FEET SOUTH OF THE CENTERLINE OF A FIELD
 JB1766'ENTRANCE, 29 FEET WEST
 JB1766'OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET NORTH OF A
 JB1766'WITNESS POST AND 6 INCHES EAST
 JB1766'OF A WIRE FENCE.  THE MONUMENT
 JB1766'PROJECTS 2 INCHES AND THE DISK IS STAMPED LARK 1961.
 JB1766'
 JB1766'HEIGHT OF LIGHT ABOVE STAION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1730 ***********************************************************************
 HB1730  DESIGNATION -  LARRISON
 HB1730  PID         -  HB1730
 HB1730  STATE/COUNTY-  IL/PULASKI
 HB1730  USGS QUAD   -  TAMMS (1996)
 HB1730
 HB1730                         *CURRENT SURVEY CONTROL
 HB1730  ___________________________________________________________________
 HB1730* NAD 83(1997)-  37 07 30.87815(N)    089 15 27.86994(W)     ADJUSTED  
 HB1730* NAVD 88     -       134.58   (+/-2cm)     441.5    (feet)  VERTCON   
 HB1730  ___________________________________________________________________
 HB1730  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HB1730  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 HB1730
 HB1730  HORZ ORDER  -  FIRST
 HB1730  VERT ORDER  -  THIRD ? (See Below)
 HB1730
 HB1730.The horizontal coordinates were established by classical geodetic methods
 HB1730.and adjusted by the National Geodetic Survey in October 1999..
 HB1730
 HB1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 HB1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HB1730.The vertical order pertains to the NGVD 29 superseded value.
 HB1730
 HB1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1730
 HB1730.The geoid height was determined by GEOID03.
 HB1730
 HB1730;                    North         East     Units Scale Factor Converg.
 HB1730;SPC IL W     -    51,274.622   780,768.222   MT  1.00002151   +0 32 55.0
 HB1730;SPC IL W     -   168,223.49  2,561,570.41   sFT  1.00002151   +0 32 55.0
 HB1730;UTM  16      - 4,111,152.037   299,430.771   MT  1.00009558   -1 21 47.3
 HB1730
 HB1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1730!SPC IL W     -   0.99998330  x   1.00002151  =   1.00000481
 HB1730!UTM  16      -   0.99998330  x   1.00009558  =   1.00007888
 HB1730
 HB1730|---------------------------------------------------------------------|
 HB1730| PID    Reference Object                     Distance      Geod. Az  |
 HB1730|                                                           dddmmss.s |
 HB1730| CI4468 LARRISON RM 1                        37.090 METERS 02049     |
 HB1730| CI4032 LARRISON AZ MK                                     0384440.7 |
 HB1730| CI4469 LARRISON RM 2                       100.000 METERS 07410     |
 HB1730| HB1726 MOUNDS MUNICIPAL TANK               APPROX. 5.2 KM 1062822.5 |
 HB1730| HB1725 MOUNDS HIGH BRICK STACK             APPROX. 5.2 KM 1121615.4 |
 HB1730| HB0725 BARLOW                              APPROX.20.3 KM 1131633.6 |
 HB1730| HB1724 MOUND CITY MUNICIPAL TANK           APPROX. 9.7 KM 1172028.5 |
 HB1730| HB1723 CAIRO WATER SUPPLY WATER TANK       APPROX.15.0 KM 1511059.0 |
 HB1730| CI4470 LARRISON RM 3                        36.078 METERS 34917     |
 HB1730|---------------------------------------------------------------------|
 HB1730
 HB1730                          SUPERSEDED SURVEY CONTROL
 HB1730
 HB1730  NAD 83(1997)-  37 07 30.87875(N)    089 15 27.86892(W) AD(       ) 1
 HB1730  NAD 83(1986)-  37 07 30.88522(N)    089 15 27.87354(W) AD(       ) 1
 HB1730  NAD 27      -  37 07 30.71000(N)    089 15 27.59200(W) AD(       ) 1
 HB1730  NGVD 29 (07/19/86)  134.48   (m)          441.2    (f) LEVELING    3  
 HB1730
 HB1730.Superseded values are not recommended for survey control.
 HB1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1730.See file dsdata.txt to determine how the superseded data were derived.
 HB1730
 HB1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG9943111152(NAD 83)
 HB1730_MARKER: DS = TRIANGULATION STATION DISK
 HB1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1730
 HB1730  HISTORY     - Date     Condition        Report By
 HB1730  HISTORY     - 1930     MONUMENTED       CGS
 HB1730  HISTORY     - 1960     GOOD             CGS
 HB1730  HISTORY     - 1970     GOOD             ILDT
 HB1730  HISTORY     - 1988     GOOD             USE
 HB1730
 HB1730                          STATION DESCRIPTION
 HB1730
 HB1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1730'ABOUT 10 MILES NORTHWEST OF CAIRO, 3 MILES WEST OF MOUNDS, ON LAND
 HB1730'OWNED BY C.N. LARRISON AND OCCUPIED BY HIS SON, 12 METERS (39
 HB1730'FEET) EAST BY SOUTH OF SOUTHEAST CORNER OF HOUSE, 24 METERS (79 FEET)
 HB1730'SOUTH OF CENTER LINE OF ROAD, AND 23.2 METERS (76 FEET) EAST
 HB1730'BY NORTH OF BRICK MASONRY CISTERN. TO REACH FROM MOUNDS, TURN LEFT AT
 HB1730'WEST END OF BRIDGE OVER TRACKS, FOLLOW GRAVEL ROAD WEST 1.7
 HB1730'MILES TO FORK, TAKE RIGHT FORK NORTH 0.3 MILE, AND PROCEED WEST
 HB1730'1.4 MILES TO LARRISONS HOUSE ON SOUTH SIDE OF ROAD. SURFACE AND
 HB1730'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 HB1730'REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 HB1730'IN CONCRETE. NO. 1 IS IN ROW OF TREES ALONG
 HB1730'NORTH SIDE OF ROAD 6 METERS (20 FEET) NORTH OF CENTER LINE OF ROAD,
 HB1730'AND 36.60 METERS (120.1 FEET) FROM STATION, N 20 DEG 49 MIN E.
 HB1730'NO. 2 IS IN NORTHEAST CORNER OF FORK IN ROAD, 5.5 METERS (18
 HB1730'FEET) SOUTH OF CENTER LINE OF EAST-AND-WEST ROAD, 6.0 METERS
 HB1730'(20 FEET) EAST OF NORTH ROAD, AND 100 METERS (328 FEET)
 HB1730'FROM STATION.
 HB1730
 HB1730                          STATION RECOVERY (1960)
 HB1730
 HB1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB1730'STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF CAIRO, ABOUT 3 MILES
 HB1730'WEST OF MOUNDS AND ON LAND OWNED BY C.N.  LARRISON.
 HB1730'
 HB1730'STATION MARK AND R.M. NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD
 HB1730'CONDITION. R.M. NO. 1 WAS FOUND TO BE LOOSE DUE TO ROAD
 HB1730'GRADING AND REFERENCE MARK NO. 3 WAS ESTABLISHED. AFTER OBSERVATIONS
 HB1730'R.M. NO. 1 WAS DESTROYED. DUE TO CHANGES IN ROADS A COMPLETE
 HB1730'NEW DESCRIPTION FOLLOWS. THE DIRECTION TO R.M. NO. 1 CHECKED BUT A
 HB1730'DIFFERENCE WAS FOUND IN DISTANCE. THE DISTANCE AND
 HB1730'DIRECTION TO R.M. NO. 2 CHECKED. A AZIMUTH MARK WAS ESTABLISHED AND
 HB1730'IS DESCRIBED BELOW.
 HB1730'
 HB1730'TO REACH FROM THE POST OFFICE IN MOUNDS, GO SOUTH ABOUT 200 FEET TO
 HB1730'MAIN STREET, TURN LEFT AND GO EAST ON MAIN STREET 0.2 MILE
 HB1730'TO U.S. HIGHWAY 51, TURN LEFT GO NORTH ON U.S. HIGHWAY 51 FOR 0.25
 HB1730'MILE TO CROSS STREET AND SIGN (HORSESHOE LAKE), TURN LEFT GO
 HB1730'WEST FOR 0.2 MILE TO RAILROAD CROSSING, CROSS RAILROAD TRACK AND
 HB1730'CONTINUE STRAIGHT AHEAD ON BLACKTOP ROAD FOR 1.7 MILE TO ROAD
 HB1730'FORK, TAKE LEFT FORK AND CONTINUE AHEAD FOR 1.65 MILES TO HOUSE ON
 HB1730'LEFT AND STATION AS DESCRIBED.
 HB1730'
 HB1730'STATION MARK, A STANDARD STATION MARK DISK STAMPED LARRISON 1930, IS
 HB1730'SET IN TOP OF A 14 INCH SQUARE CONCRETE POST WHICH IS SET
 HB1730'FLUSH. THE MARK IS 51 EAST OF SOUTH EAST CORNER OF HOUSE, 47 FEET
 HB1730'SOUTHEAST OF NORTHEAST CORNER OF HOUSE AND 19 FEET SOUTH OF
 HB1730'A LARGE TREE.
 HB1730'
 HB1730'REFERENCE MARK NUMBER 2, A STANDARD REFERENCE MARK DISK STAMPED
 HB1730'LARRISON NO 2 1930, IS SET IN TOP OF A 14 INCH SQUARE
 HB1730'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH. THE MARK IS 300 FEET
 HB1730'(APPROXIMATELY), EAST-NORTHEAST OF STATION, 25 FEET
 HB1730'NORTH-NORTHEAST OF FENCE AND 8 FEET SOUTH-SOUTHEAST OF A LARGE TREE.
 HB1730'
 HB1730'REFERENCE MARK NUMBER 3, A STANDARD REFERENCE MARK DISK STAMPED
 HB1730'LARRISON NO 3 1930, IS SET IN TOP OF A 12 INCH SQUARE
 HB1730'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES. THE MARK IS 83 FEET
 HB1730'NORTH OF THE NORTHEAST CORNER OF HOUSE, 38 FEET EAST OF THE
 HB1730'CENTER OF SURFACE ROAD AND 25 FEET NORTH OF CENTER OF DIRT ROAD.
 HB1730'
 HB1730'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED LARRISON 1930, IS
 HB1730'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 HB1730'ABOUT 2 INCHES. THE MARK IS 44 FEET NORTH-NORTHWEST OF THE CENTER OF
 HB1730'DRIVEWAY TO HOUSE, 29 FEET NORTHWEST OF CENTER OF ROAD, 13
 HB1730'FEET SOUTH-SOUTHWEST OF POWER POLE NO. 22 AND 1.9 FEET SOUTH OF THE
 HB1730'WITNESS POST.
 HB1730'
 HB1730'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHEAST ON SURFACED ROAD
 HB1730'0.15 MILE TO AZIMUTH MARK ON LEFT SIDE OF ROAD AS DESCRIBED.
 HB1730
 HB1730                          STATION RECOVERY (1970)
 HB1730
 HB1730'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DEW)
 HB1730'LARRISON 1930 RECOVERED GOOD.  DESCRIPTION ADEQUATE SEE NOTE.
 HB1730'
 HB1730'LARRISON NO. 2 1930 RECOVERED GOOD.  DESCRIPTION ADEQUATE SEE NOTE.
 HB1730'
 HB1730'LARRISON NO. 3 RECOVERED GOOD.  DESCRIPTION ADEQUATE.
 HB1730'
 HB1730'LARRISON 1930 AZI MK. RECOVERED GOOD.  DESCRIPTION ADEQUATE SEE
 HB1730'NOTE.
 HB1730'
 HB1730'NOTE--WE INSTALLED A WITNESS SIGN 3.0 FEET NORTH OF STATION R.M. NO.
 HB1730'2.  8.0 FEET SOUTH-SOUTHEAST OF A LARGE TREE.-TREE HAS BEEN CUT
 HB1730'DOWN-ITS NOW A LARGE STUMP.  ALSO R.M. NO. 2 IS 3.0 FEET EAST OF A
 HB1730'FENCE LINE.
 HB1730
 HB1730                          STATION RECOVERY (1988)
 HB1730
 HB1730'RECOVERY NOTE BY US ENGINEERS 1988 (UNK)
 HB1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1927 ***********************************************************************
 ME1927  DESIGNATION -  LARRY 2
 ME1927  PID         -  ME1927
 ME1927  STATE/COUNTY-  IL/COOK
 ME1927  USGS QUAD   -  HARVEY (1993)
 ME1927
 ME1927                         *CURRENT SURVEY CONTROL
 ME1927  ___________________________________________________________________
 ME1927* NAD 83(1997)-  41 30 20.50387(N)    087 44 19.07545(W)     ADJUSTED  
 ME1927* NAVD 88     -       219.22   (meters)     719.2    (feet)  RESET     
 ME1927  ___________________________________________________________________
 ME1927  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 ME1927  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME1927
 ME1927  HORZ ORDER  -  SECOND
 ME1927  VERT ORDER  -  THIRD
 ME1927
 ME1927.The horizontal coordinates were established by classical geodetic methods
 ME1927.and adjusted by the National Geodetic Survey in October 1999..
 ME1927
 ME1927.The orthometric height was computed from unverified reset data.
 ME1927.No vertical observational check was made to the station.
 ME1927
 ME1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1927
 ME1927.The geoid height was determined by GEOID03.
 ME1927
 ME1927;                    North         East     Units Scale Factor Converg.
 ME1927;SPC IL E     -   537,373.090   349,649.795   MT  1.00000532   +0 23 38.8
 ME1927;SPC IL E     - 1,763,031.55  1,147,142.70   sFT  1.00000532   +0 23 38.8
 ME1927;UTM  16      - 4,595,159.856   438,356.912   MT  0.99964676   -0 29 22.2
 ME1927
 ME1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1927!SPC IL E     -   0.99997084  x   1.00000532  =   0.99997616
 ME1927!UTM  16      -   0.99997084  x   0.99964676  =   0.99961761
 ME1927
 ME1927|---------------------------------------------------------------------|
 ME1927| PID    Reference Object                     Distance      Geod. Az  |
 ME1927|                                                           dddmmss.s |
 ME1927| CM3008 LARRY 2 RM 3                          9.477 METERS 06708     |
 ME1927| ME2945 LARRY 2 1967 AZ MK                  APPROX. 0.5 KM 0693719.7 |
 ME1927| CM3009 LARRY 2 RM 4                         10.468 METERS 24335     |
 ME1927| ME2994 CHICAGO RAD STA WLS MAST            APPROX.10.7 KM 3011047.7 |
 ME1927| ME1924 LARRY                                40.501 METERS 35447     |
 ME1927| ME1928 LARRY 3                              31.952 METERS 35856     |
 ME1927|---------------------------------------------------------------------|
 ME1927
 ME1927                          SUPERSEDED SURVEY CONTROL
 ME1927
 ME1927  NAD 83(1997)-  41 30 20.50388(N)    087 44 19.07550(W) AD(       ) 2
 ME1927  NAD 83(1997)-  41 30 20.50803(N)    087 44 19.08361(W) AD(       ) 2
 ME1927  NAD 83(1986)-  41 30 20.50810(N)    087 44 19.08366(W) AD(       ) 2
 ME1927  NAD 27      -  41 30 20.38403(N)    087 44 18.91375(W) AD(       ) 2
 ME1927  NGVD 29 (03/28/06)  219.31   (m)          719.5    (f) RESET       3  
 ME1927
 ME1927.Superseded values are not recommended for survey control.
 ME1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1927.See file dsdata.txt to determine how the superseded data were derived.
 ME1927
 ME1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3835795160(NAD 83)
 ME1927_MARKER: DS = TRIANGULATION STATION DISK
 ME1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1927_STAMPING: LARRY 2 1967
 ME1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1927+STABILITY: SURFACE MOTION
 ME1927
 ME1927  HISTORY     - Date     Condition        Report By
 ME1927  HISTORY     - 1967     MONUMENTED       CGS
 ME1927  HISTORY     - 1968     SEE DESCRIPTION  CGS
 ME1927  HISTORY     - 1968     GOOD             NGS
 ME1927
 ME1927                          STATION DESCRIPTION
 ME1927
 ME1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME1927'ABOUT 4 MILES WEST OF CHICAGO HEIGHTS AND ON ROAD RIGHT-OF-WAY.
 ME1927'IT IS 166 FEET
 ME1927'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30 AND 1 FOOT
 ME1927'EAST OF A METAL WITNESS POST.
 ME1927'THE MONUMENT PROJECTS 3 INCHES AND THE
 ME1927'DISK IS STAMPED LARRY 2 1967.
 ME1927'
 ME1927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ME1927'STATE HIGHWAY 50,
 ME1927'GO WEST ON HIGHWAY 30 FOR 0.3 MILE TO THE STATION
 ME1927'ON THE RIGHT.
 ME1927'
 ME1927'TO REACH THE STATION FROM THE JUNCTION, GO NORTH FOR 0.15 MILE TO
 ME1927'A DRIVEWAY LEFT
 ME1927'AND THE MARK ON THE LEFT.
 ME1927'
 ME1927'REFERENCE MARK 3 IS 153 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 ME1927'AND 1 FOOT WEST OF
 ME1927'A METAL WITNESS POST.  THE MONUMENT PROJECTS
 ME1927'2 INCHES AND THE DISK IS STAMPED
 ME1927'LARRY 2 NO 3 1967.
 ME1927'
 ME1927'REFERENCE MARK 4 IS 181 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 ME1927'AND 1 FOOT EAST OF
 ME1927'A METAL WITNESS POST.  THE MONUMENT IS FLUSH
 ME1927'AND THE DISK IS STAMPED LARRY 2 NO 4
 ME1927'1967.
 ME1927'
 ME1927'THE AZIMUTH MARK IS 63 FEET WEST OF THE CENTERLINE OF HIGHWAY 50,
 ME1927'51 FEET SOUTH OF
 ME1927'THE CENTERLINE OF THE DRIVEWAY, 12 FEET NORTH OF A
 ME1927'POWER POLE AND 1 FOOT NORTH OF A
 ME1927'METAL WITNESS POST.  THE MONUMENT IS
 ME1927'FLUSH AND THE DISK IS STAMPED LARRY 2 AZ 2 1967.
 ME1927'
 ME1927'NOTE- AFTER CONSTRUCTION IS COMPLETED IN THIS AREA SOME ADDITIONAL
 ME1927'MEASUREMENTS
 ME1927'SHOULD BE MADE TO REFERENCE POINTS.
 ME1927
 ME1927                          STATION RECOVERY (1968)
 ME1927
 ME1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME1927'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE REFERENCE MARKS WERE
 ME1927'COVERED BY DIRT
 ME1927'AND KNOCKED OUT BY A DOZER TRYING TO CLEAR THEM.  THE
 ME1927'DISK WERE SALVAGED.  DUE TO
 ME1927'CHANGES IN CONSTRUCTION PLANS WHICH WOULD
 ME1927'PUT THIS STATION AND REFERENCE MARKS AT THE
 ME1927'EDGE OF AN EXIT RAMP THEY
 ME1927'WERE DESTROYED AFTER A NEW STATION LARRY 3 WAS SET.  THE
 ME1927'AZIMUTH MARK WAS LEFT
 ME1927'INTACT AND USED AT THE NEW STATION.
 ME1927'
 ME1927'AIRLINE DISTANCE AND
 ME1927'DIRECTION FROM NEAREST TOWN- 4 MILES WEST OF CHICAGO HEIGHTS
 ME1927'
 ME1927'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME1927
 ME1927                          STATION RECOVERY (1968)
 ME1927
 ME1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ME1927'0.3 MI W FROM MATTESON.
 ME1927'ABOUT 4 MILES WEST OF CHICAGO HEIGHTS, 0.3 MILE WEST OF THE
 ME1927'JUNCTION OF U.S. HIGHWAY 50, 166 FEET SOUTH OF THE CENTER LINE
 ME1927'OF U.S. HIGHWAY 30, SET IN THE TOP OF A CONCRETE POST AND
 ME1927'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1928 ***********************************************************************
 ME1928  DESIGNATION -  LARRY 3
 ME1928  PID         -  ME1928
 ME1928  STATE/COUNTY-  IL/COOK
 ME1928  USGS QUAD   -  HARVEY (1993)
 ME1928
 ME1928                         *CURRENT SURVEY CONTROL
 ME1928  ___________________________________________________________________
 ME1928* NAD 83(1997)-  41 30 21.53938(N)    087 44 19.10123(W)     ADJUSTED  
 ME1928* NAVD 88     -       218.83   (meters)     717.9    (feet)  RESET     
 ME1928  ___________________________________________________________________
 ME1928  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 ME1928  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME1928
 ME1928  HORZ ORDER  -  THIRD
 ME1928  VERT ORDER  -  THIRD
 ME1928
 ME1928.The horizontal coordinates were established by classical geodetic methods
 ME1928.and adjusted by the National Geodetic Survey in October 1999..
 ME1928.No horizontal observational check was made to the station.
 ME1928
 ME1928.The orthometric height was computed from unverified reset data.
 ME1928.No vertical observational check was made to the station.
 ME1928
 ME1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1928
 ME1928.The geoid height was determined by GEOID03.
 ME1928
 ME1928;                    North         East     Units Scale Factor Converg.
 ME1928;SPC IL E     -   537,405.032   349,648.978   MT  1.00000532   +0 23 38.8
 ME1928;SPC IL E     - 1,763,136.34  1,147,140.02   sFT  1.00000532   +0 23 38.8
 ME1928;UTM  16      - 4,595,191.795   438,356.587   MT  0.99964676   -0 29 22.2
 ME1928
 ME1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1928!SPC IL E     -   0.99997090  x   1.00000532  =   0.99997622
 ME1928!UTM  16      -   0.99997090  x   0.99964676  =   0.99961767
 ME1928
 ME1928|---------------------------------------------------------------------|
 ME1928| PID    Reference Object                     Distance      Geod. Az  |
 ME1928|                                                           dddmmss.s |
 ME1928| ME1930 LARRY 3 RM 5                         22.813 METERS 03754     |
 ME1928| ME2945 LARRY 2 1967 AZ MK                  APPROX. 0.5 KM 0725550.2 |
 ME1928| ME1927 LARRY 2                              31.952 METERS 17856     |
 ME1928| ME1929 LARRY 3 RM 6                         21.852 METERS 32411     |
 ME1928|---------------------------------------------------------------------|
 ME1928
 ME1928                          SUPERSEDED SURVEY CONTROL
 ME1928
 ME1928  NAD 83(1997)-  41 30 21.53940(N)    087 44 19.10129(W) AD(       ) 3
 ME1928  NAD 83(1997)-  41 30 21.54355(N)    087 44 19.10938(W) AD(       ) 3
 ME1928  NAD 83(1986)-  41 30 21.54370(N)    087 44 19.10943(W) AD(       ) 3
 ME1928  NAD 27      -  41 30 21.41955(N)    087 44 18.93950(W) AD(       ) 3
 ME1928  NGVD 29 (03/28/06)  218.92   (m)          718.2    (f) RESET       3  
 ME1928
 ME1928.Superseded values are not recommended for survey control.
 ME1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1928.See file dsdata.txt to determine how the superseded data were derived.
 ME1928
 ME1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL3835795192(NAD 83)
 ME1928_MARKER: DS = TRIANGULATION STATION DISK
 ME1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1928_STAMPING: LARRY 3 1968
 ME1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1928+STABILITY: SURFACE MOTION
 ME1928
 ME1928  HISTORY     - Date     Condition        Report By
 ME1928  HISTORY     - 1968     MONUMENTED       CGS
 ME1928  HISTORY     - 1968     GOOD             CGS
 ME1928  HISTORY     - 1972     GOOD             BRADY
 ME1928
 ME1928                          STATION DESCRIPTION
 ME1928
 ME1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME1928'ABOUT 4 MILES WEST OF CHICAGO HEIGHTS, 0.3 MILE WEST OF THE
 ME1928'JUNCTION OF U.S.
 ME1928'HIGHWAY 30 AND STATE HIGHWAY 50, 0.1 MILE EAST OF AN
 ME1928'OVERPASS OF HIGHWAY 30 OVER
 ME1928'INTERSTATE HIGHWAY 57 AND ON ROAD RIGHT-OF-WAY.
 ME1928'IT IS 57 FEET SOUTH OF THE SOUTH EDGE OF A 10
 ME1928'INCH HIGH CONCRETE
 ME1928'DIVIDING STRIP OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTERLINE
 ME1928'OF THE EAST BOUND
 ME1928'LANE OF HIGHWAY 30, 20 FEET SOUTH OF THE SOUTH EDGE OF THE
 ME1928'PAVEMENT OF THE HIGHWAY AND 1
 ME1928'FOOT WEST OF A METAL WITNESS POST.  THE
 ME1928'MONUMENT IS FLUSH AND THE DISK IS STAMPED LARRY
 ME1928'3 1968.
 ME1928'
 ME1928'REFERENCE MARK 5 IS A STANDARD DISK STAMPED LARRY 3 NO 5 1968
 ME1928'SET IN A DRILL
 ME1928'HOLE IN THE CONCRETE DIVIDING STRIP.  IT IS 22 FEET SOUTH
 ME1928'OF THE CENTERLINE OF THE WEST
 ME1928'BOUND LANE OF THE HIGHWAY, 19 FEET NORTH
 ME1928'OF THE CENTERLINE OF THE EAST BOUND LANE AND 2
 ME1928'1/2 FEET NORTH OF THE SOUTH
 ME1928'EDGE OF THE STRIP.
 ME1928'
 ME1928'REFERENCE MARK 6 IS A STANDARD DISK STAMPED LARRY 3 NO 6 1968
 ME1928'SET IN A DRILL
 ME1928'HOLE IN THE CONCRETE DIVIDING STRIP.  IT IS 24 FEET SOUTH
 ME1928'OF THE CENTERLINE OF THE WEST
 ME1928'BOUND LANE OF THE HIGHWAY, 18 FEET NORTH
 ME1928'OF THE CENTERLINE OF THE EAST BOUND LANE AND 1
 ME1928'1/2 FEET NORTH OF THE SOUTH
 ME1928'EDGE OF THE STRIP.
 ME1928'
 ME1928'THE AZIMUTH MARK IS 63 FEET WEST OF THE CENTERLINE OF STATE
 ME1928'HIGHWAY 50, 51
 ME1928'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY WEST, 12 FEET
 ME1928'NORTH OF A POWER POLE AND 1 FOOT
 ME1928'NORTH OF A METAL WITNESS POST.  THE
 ME1928'MONUMENT IS FLUSH AND THE DISK IS STAMPED LARRY 2
 ME1928'AZ 2 1967.
 ME1928'
 ME1928'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 ME1928'30 FOR 0.3 MILE TO
 ME1928'THE JUNCTION OF STATE HIGHWAY 50.  TURN LEFT AND GO
 ME1928'NORTH ON HIGHWAY 50 FOR 0.15 MILE TO
 ME1928'THE MARK ON THE LEFT.
 ME1928'
 ME1928'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME1928
 ME1928                          STATION RECOVERY (1968)
 ME1928
 ME1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1928'0.3 MI W FROM MATTESON.
 ME1928'ABOUT 4 MILES WEST OF CHICAGO HEIGHTS, 0.3 MILE WEST OF THE
 ME1928'JUNCTION OF U.S. HIGHWAY 50, 0.1 MILE EAST OF THE OVERPASS OVER
 ME1928'INTERSTATE HIGHWAY 57, 57 FEET SOUTH OF THE SOUTH EDGE OF A 10
 ME1928'INCH HIGH CONCRETE DIVIDING STRIP, 39 FEET SOUTH OF THE CENTER
 ME1928'LINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 30, 20 FEET
 ME1928'SOUTH OF THE SOUTH EDGE OF THE PAVEMENT, 1 FOOT WEST OF A METAL
 ME1928'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 ME1928'GROUND.
 ME1928
 ME1928                          STATION RECOVERY (1972)
 ME1928
 ME1928'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ)
 ME1928'RECOVERED BY BRADY LAND SURVEYING INC
 ME1928'
 ME1928'LARRY 3 GOOD, FOUND ALL MARKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1930 ***********************************************************************
 ME1930  DESIGNATION -  LARRY 3 RM 5
 ME1930  PID         -  ME1930
 ME1930  STATE/COUNTY-  IL/COOK
 ME1930  USGS QUAD   -  HARVEY (1993)
 ME1930
 ME1930                         *CURRENT SURVEY CONTROL
 ME1930  ___________________________________________________________________
 ME1930* NAD 83(1986)-  41 30 23.     (N)    087 44 19.     (W)     SCALED    
 ME1930* NAVD 88     -       219.59   (meters)     720.4    (feet)  RESET     
 ME1930  ___________________________________________________________________
 ME1930  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME1930
 ME1930  VERT ORDER  -  THIRD
 ME1930
 ME1930.The horizontal coordinates were scaled from a topographic map and have
 ME1930.an estimated accuracy of +/- 6 seconds.
 ME1930
 ME1930.The orthometric height was computed from unverified reset data.
 ME1930.No vertical observational check was made to the station.
 ME1930
 ME1930.The geoid height was determined by GEOID03.
 ME1930
 ME1930;                    North         East    Units  Estimated Accuracy
 ME1930;SPC IL E     -   537,450.      349,650.      MT  (+/- 180 meters Scaled)
 ME1930
 ME1930                          SUPERSEDED SURVEY CONTROL
 ME1930
 ME1930  NGVD 29 (03/28/06)  219.68   (m)          720.7    (f) RESET       3  
 ME1930
 ME1930.Superseded values are not recommended for survey control.
 ME1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1930.See file dsdata.txt to determine how the superseded data were derived.
 ME1930
 ME1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL383952(NAD 83)
 ME1930_MARKER: DR = REFERENCE MARK DISK
 ME1930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1930_SP_SET: CONCRETE DIVIDING STRIP
 ME1930_STAMPING: LARRY 3 NO 5 1968
 ME1930_MARK LOGO: CGS   
 ME1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1930
 ME1930  HISTORY     - Date     Condition        Report By
 ME1930  HISTORY     - 1968     MONUMENTED       CGS
 ME1930
 ME1930                          STATION DESCRIPTION
 ME1930
 ME1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1930'0.3 MI W FROM MATTESON.
 ME1930'ABOUT 4 MILES WEST OF CHICAGO HEIGHTS, 0.3 MILE WEST OF THE
 ME1930'JUNCTION OF U.S. HIGHWAY 50, 0.1 MILE EAST OF THE OVERPASS OVER
 ME1930'INTERSTATE HIGHWAY 57, SET IN THE TOP OF THE CONCRETE DIVIDING
 ME1930'STRIP, 22 FEET SOUTH OF THE CENTER LINE OF THE WEST BOUND
 ME1930'TRAFFIC LANE OF U.S. HIGHWAY 30, 19 FEET NORTH OF THE CENTER
 ME1930'LINE OF THE EAST BOUND TRAFFIC LANE, 2 1/2 FEET NORTH OF THE SOUTH
 ME1930'EDGE OF THE STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1929 ***********************************************************************
 ME1929  DESIGNATION -  LARRY 3 RM 6
 ME1929  PID         -  ME1929
 ME1929  STATE/COUNTY-  IL/COOK
 ME1929  USGS QUAD   -  HARVEY (1993)
 ME1929
 ME1929                         *CURRENT SURVEY CONTROL
 ME1929  ___________________________________________________________________
 ME1929* NAD 83(1986)-  41 30 22.     (N)    087 44 20.     (W)     SCALED    
 ME1929* NAVD 88     -       219.83   (meters)     721.2    (feet)  RESET     
 ME1929  ___________________________________________________________________
 ME1929  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME1929
 ME1929  VERT ORDER  -  THIRD
 ME1929
 ME1929.The horizontal coordinates were scaled from a topographic map and have
 ME1929.an estimated accuracy of +/- 6 seconds.
 ME1929
 ME1929.The orthometric height was computed from unverified reset data.
 ME1929.No vertical observational check was made to the station.
 ME1929
 ME1929.The geoid height was determined by GEOID03.
 ME1929
 ME1929;                    North         East    Units  Estimated Accuracy
 ME1929;SPC IL E     -   537,420.      349,630.      MT  (+/- 180 meters Scaled)
 ME1929
 ME1929                          SUPERSEDED SURVEY CONTROL
 ME1929
 ME1929  NGVD 29 (03/28/06)  219.92   (m)          721.5    (f) RESET       3  
 ME1929
 ME1929.Superseded values are not recommended for survey control.
 ME1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1929.See file dsdata.txt to determine how the superseded data were derived.
 ME1929
 ME1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL383952(NAD 83)
 ME1929_MARKER: DR = REFERENCE MARK DISK
 ME1929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1929_SP_SET: CONCRETE DIVIDING STRIP
 ME1929_STAMPING: LARRY 3 NO 6 1968
 ME1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1929
 ME1929  HISTORY     - Date     Condition        Report By
 ME1929  HISTORY     - 1968     MONUMENTED       CGS
 ME1929
 ME1929                          STATION DESCRIPTION
 ME1929
 ME1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1929'0.3 MI W FROM MATTESON.
 ME1929'ABOUT 4 MILES WEST OF CHICAGO HEIGHTS, 0.3 MILE WEST OF THE
 ME1929'JUNCTION OF U.S. HIGHWAY 50, 0.1 MILE EAST OF THE OVERPASS
 ME1929'OVER INTERSTATE HIGHWAY 57, SET IN THE TOP OF THE CONCRETE
 ME1929'DIVIDING STRIP OF U.S. HIGHWAY 30, 24 FEET SOUTH OF THE CENTER
 ME1929'LINE OF THE WEST BOUND TRAFFIC LANE, 18 FEET NORTH OF THE CENTER
 ME1929'LINE OF THE EAST BOUND TRAFFIC LANE AND 1 1/2 FEET NORTH OF THE
 ME1929'SOUTH EDGE OF THE STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1925 ***********************************************************************
 ME1925  DESIGNATION -  LARRY RM 1
 ME1925  PID         -  ME1925
 ME1925  STATE/COUNTY-  IL/COOK
 ME1925  USGS QUAD   -  HARVEY (1993)
 ME1925
 ME1925                         *CURRENT SURVEY CONTROL
 ME1925  ___________________________________________________________________
 ME1925* NAD 83(1986)-  41 30 22.     (N)    087 44 18.     (W)     SCALED    
 ME1925* NAVD 88     -       219.298  (meters)     719.48   (feet)  ADJUSTED  
 ME1925  ___________________________________________________________________
 ME1925  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME1925  DYNAMIC HT  -         219.213 (meters)     719.20  (feet)  COMP
 ME1925  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 ME1925
 ME1925  VERT ORDER  -  SECOND    CLASS 0
 ME1925
 ME1925.The horizontal coordinates were scaled from a topographic map and have
 ME1925.an estimated accuracy of +/- 6 seconds.
 ME1925
 ME1925.The orthometric height was determined by differential leveling
 ME1925.and adjusted by the National Geodetic Survey in June 1991..
 ME1925
 ME1925.The geoid height was determined by GEOID03.
 ME1925
 ME1925.The dynamic height is computed by dividing the NAVD 88
 ME1925.geopotential number by the normal gravity value computed on the
 ME1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1925.degrees latitude (g = 980.6199 gals.).
 ME1925
 ME1925.The modeled gravity was interpolated from observed gravity values.
 ME1925
 ME1925;                    North         East    Units  Estimated Accuracy
 ME1925;SPC IL E     -   537,420.      349,670.      MT  (+/- 180 meters Scaled)
 ME1925
 ME1925                          SUPERSEDED SURVEY CONTROL
 ME1925
 ME1925  NGVD 29 (??/??/92)  219.387  (m)          719.77   (f) ADJ UNCH    2 0
 ME1925
 ME1925.Superseded values are not recommended for survey control.
 ME1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1925.See file dsdata.txt to determine how the superseded data were derived.
 ME1925
 ME1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL383952(NAD 83)
 ME1925_MARKER: DR = REFERENCE MARK DISK
 ME1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1925_STAMPING: LARRY NO 1 1952
 ME1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1925+STABILITY: SURFACE MOTION
 ME1925
 ME1925  HISTORY     - Date     Condition        Report By
 ME1925  HISTORY     - 1952     MONUMENTED       CGS
 ME1925  HISTORY     - 1959     GOOD             NGS
 ME1925
 ME1925                          STATION DESCRIPTION
 ME1925
 ME1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ME1925'0.3 MI W FROM MATTESON.
 ME1925'ABOUT 0.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 ME1925'STATE HIGHWAY 50 IN THE NORTHWEST PART OF MATTESON, 27 FEET
 ME1925'NORTH OF THE CENTER LINE OF THE HIGHWAY, 13 1/2 FEET EAST OF THE
 ME1925'FOURTEENTH TELEPHONE POLE WEST OF THE JUNCTION AND IS MARKED WITH
 ME1925'A TRIANGULAR BLAZE, 124 FEET NORTHWEST OF THE SEVENTH POWER POLE
 ME1925'WEST OF THE JUNCTION, 63.9 FEET NORTH-NORTHEAST OF TRIANGULATION
 ME1925'STATION LARRY, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 ME1925'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1926 ***********************************************************************
 ME1926  DESIGNATION -  LARRY RM 2
 ME1926  PID         -  ME1926
 ME1926  STATE/COUNTY-  IL/COOK
 ME1926  USGS QUAD   -  HARVEY (1993)
 ME1926
 ME1926                         *CURRENT SURVEY CONTROL
 ME1926  ___________________________________________________________________
 ME1926* NAD 83(1986)-  41 30 21.     (N)    087 44 18.     (W)     SCALED    
 ME1926* NAVD 88     -       219.539  (meters)     720.27   (feet)  ADJUSTED  
 ME1926  ___________________________________________________________________
 ME1926  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 ME1926  DYNAMIC HT  -         219.454 (meters)     719.99  (feet)  COMP
 ME1926  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 ME1926
 ME1926  VERT ORDER  -  SECOND    CLASS 0
 ME1926
 ME1926.The horizontal coordinates were scaled from a topographic map and have
 ME1926.an estimated accuracy of +/- 6 seconds.
 ME1926
 ME1926.The orthometric height was determined by differential leveling
 ME1926.and adjusted by the National Geodetic Survey in June 1991..
 ME1926
 ME1926.The geoid height was determined by GEOID03.
 ME1926
 ME1926.The dynamic height is computed by dividing the NAVD 88
 ME1926.geopotential number by the normal gravity value computed on the
 ME1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1926.degrees latitude (g = 980.6199 gals.).
 ME1926
 ME1926.The modeled gravity was interpolated from observed gravity values.
 ME1926
 ME1926;                    North         East    Units  Estimated Accuracy
 ME1926;SPC IL E     -   537,390.      349,680.      MT  (+/- 180 meters Scaled)
 ME1926
 ME1926                          SUPERSEDED SURVEY CONTROL
 ME1926
 ME1926  NGVD 29 (??/??/92)  219.628  (m)          720.56   (f) ADJ UNCH    2 0
 ME1926
 ME1926.Superseded values are not recommended for survey control.
 ME1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1926.See file dsdata.txt to determine how the superseded data were derived.
 ME1926
 ME1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL383951(NAD 83)
 ME1926_MARKER: DR = REFERENCE MARK DISK
 ME1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1926_STAMPING: LARRY NO 2 1952
 ME1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1926+STABILITY: SURFACE MOTION
 ME1926
 ME1926  HISTORY     - Date     Condition        Report By
 ME1926  HISTORY     - 1952     MONUMENTED       CGS
 ME1926  HISTORY     - 1959     GOOD             NGS
 ME1926
 ME1926                          STATION DESCRIPTION
 ME1926
 ME1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 ME1926'0.3 MI W FROM MATTESON.
 ME1926'ABOUT 0.3 MILES WEST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION
 ME1926'WITH STATE HIGHWAY 50 IN THE NORTHWEST PART OF MATTESON, 33 1/2
 ME1926'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 77 FEET SOUTH AND
 ME1926'ACROSS THE HIGHWAY FROM THE FOURTEENTH TELEPHONE POLE WEST OF
 ME1926'THE JUNCTION AND IS MARKED WITH A TRIANGULAR BLAZE, 171 FEET
 ME1926'WEST OF THE SEVENTH POWER POLE WEST OF THE JUNCTION, 40.6 FEET
 ME1926'WEST OF TRIANGULATION STATION LARRY, ABOUT LEVEL WITH THE HIGHWAY
 ME1926'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0545 ***********************************************************************
 NH0545  DESIGNATION -  LATHAM RM
 NH0545  PID         -  NH0545
 NH0545  STATE/COUNTY-  IL/WINNEBAGO
 NH0545  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0545
 NH0545                         *CURRENT SURVEY CONTROL
 NH0545  ___________________________________________________________________
 NH0545* NAD 83(1986)-  42 22 10.     (N)    089 03 33.     (W)     SCALED    
 NH0545* NAVD 88     -       220.517  (meters)     723.48   (feet)  POSTED    
 NH0545  ___________________________________________________________________
 NH0545  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NH0545  DYNAMIC HT  -         220.450 (meters)     723.26  (feet)  COMP
 NH0545  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 NH0545
 NH0545  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 NH0545
 NH0545.The horizontal coordinates were scaled from a topographic map and have
 NH0545.an estimated accuracy of +/- 6 seconds.
 NH0545
 NH0545.The orthometric height was determined by differential leveling
 NH0545.and adjusted by the National Geodetic Survey in 1992..
 NH0545.No vertical observational check was made to the station.
 NH0545.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 NH0545.was located on a no-check spur therefore a value was not computed.
 NH0545
 NH0545.The geoid height was determined by GEOID03.
 NH0545
 NH0545.The dynamic height is computed by dividing the NAVD 88
 NH0545.geopotential number by the normal gravity value computed on the
 NH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0545.degrees latitude (g = 980.6199 gals.).
 NH0545
 NH0545.The modeled gravity was interpolated from observed gravity values.
 NH0545
 NH0545;                    North         East    Units  Estimated Accuracy
 NH0545;SPC IL W     -   633,710.      791,220.      MT  (+/- 180 meters Scaled)
 NH0545
 NH0545                          SUPERSEDED SURVEY CONTROL
 NH0545
 NH0545.No superseded survey control is available for this station.
 NH0545
 NH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM304928(NAD 83)
 NH0545_MARKER: DB = BENCH MARK DISK
 NH0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0545_STAMPING: 723.614 LATHAM 1920
 NH0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0545+STABILITY: SURFACE MOTION
 NH0545
 NH0545  HISTORY     - Date     Condition        Report By
 NH0545  HISTORY     - 1920     MONUMENTED       CGS
 NH0545  HISTORY     - 1935     GOOD             NGS
 NH0545  HISTORY     - 1960     MARK NOT FOUND   NGS
 NH0545  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH0545
 NH0545                          STATION DESCRIPTION
 NH0545
 NH0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NH0545'AT LATHAM PARK.
 NH0545'AT LATHAM PARK, WINNEBAGO COUNTY, NORTH OF THE NORTHWEST CORNER OF
 NH0545'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 NH0545'PLATFORM, 14 YARDS IN AZIMUTH 309 DEG 13 MIN FROM TRIANGULATION
 NH0545'STATION LATHAM, AND WEST OF THE TRACK.  A STANDARD REFERENCE-MARK
 NH0545'DISK, STAMPED 723.614 LATHAM 1920 AND SET IN THE TOP OF A
 NH0545'CONCRETE POST FLUSH WITH THE GROUND.
 NH0545
 NH0545                          STATION RECOVERY (1960)
 NH0545
 NH0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NH0545'MARK NOT FOUND.
 NH0545
 NH0545                          STATION RECOVERY (1997)
 NH0545
 NH0545'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1950 ***********************************************************************
 LC1950  DESIGNATION -  LATIMORE
 LC1950  PID         -  LC1950
 LC1950  STATE/COUNTY-  IL/MENARD
 LC1950  USGS QUAD   -  OAKFORD (1971)
 LC1950
 LC1950                         *CURRENT SURVEY CONTROL
 LC1950  ___________________________________________________________________
 LC1950* NAD 83(1997)-  40 06 48.19259(N)    089 52 32.96416(W)     ADJUSTED  
 LC1950* NAVD 88     -       183.4    (meters)     602.     (feet)  GPS OBS   
 LC1950  ___________________________________________________________________
 LC1950  X           -      10,586.602 (meters)                     COMP
 LC1950  Y           -  -4,884,709.168 (meters)                     COMP
 LC1950  Z           -   4,087,719.158 (meters)                     COMP
 LC1950  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 LC1950  ELLIP HEIGHT-         150.72  (meters)          (02/03/05) GPS OBS
 LC1950  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LC1950
 LC1950  HORZ ORDER  -  FIRST
 LC1950  ELLP ORDER  -  FOURTH    CLASS II
 LC1950
 LC1950.The horizontal coordinates were established by GPS observations
 LC1950.and adjusted by the National Geodetic Survey in August 2004..
 LC1950
 LC1950.The orthometric height was determined by GPS observations and a
 LC1950.high-resolution geoid model.
 LC1950
 LC1950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1950
 LC1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1950
 LC1950.The ellipsoidal height was determined by GPS observations
 LC1950.and is referenced to NAD 83.
 LC1950
 LC1950.The geoid height was determined by GEOID03.
 LC1950
 LC1950;                    North         East     Units Scale Factor Converg.
 LC1950;SPC IL W     -   382,617.591   724,793.662   MT  0.99994874   +0 11 14.6
 LC1950;SPC IL W     - 1,255,304.55  2,377,927.21   sFT  0.99994874   +0 11 14.6
 LC1950;UTM  16      - 4,444,307.008   254,909.418   MT  1.00033954   -1 51 13.8
 LC1950
 LC1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1950!SPC IL W     -   0.99997636  x   0.99994874  =   0.99992510
 LC1950!UTM  16      -   0.99997636  x   1.00033954  =   1.00031589
 LC1950
 LC1950|---------------------------------------------------------------------|
 LC1950| PID    Reference Object                     Distance      Geod. Az  |
 LC1950|                                                           dddmmss.s |
 LC1950| CI7675 LATIMORE RM 1                        11.912 METERS 25516     |
 LC1950| CI8069 PP INTER OF RD DRIVEWAY WEST                       31907     |
 LC1950| CI7676 LATIMORE RM 2                        20.679 METERS 33159     |
 LC1950| CI7674 LATIMORE AZ MK                                     3581006.8 |
 LC1950|---------------------------------------------------------------------|
 LC1950
 LC1950                          SUPERSEDED SURVEY CONTROL
 LC1950
 LC1950  ELLIP H (08/16/04)  150.74   (m)                       GP(       ) 3 2
 LC1950  NAD 83(1997)-  40 06 48.19397(N)    089 52 32.97173(W) AD(       ) 3
 LC1950  NAD 83(1997)-  40 06 48.19877(N)    089 52 32.97159(W) AD(       ) 3
 LC1950  NAD 83(1986)-  40 06 48.20355(N)    089 52 32.96344(W) AD(       ) 3
 LC1950  NAD 27      -  40 06 48.03480(N)    089 52 32.56420(W) AD(       ) 3
 LC1950
 LC1950.Superseded values are not recommended for survey control.
 LC1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1950.See file dsdata.txt to determine how the superseded data were derived.
 LC1950
 LC1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK5490944307(NAD 83)
 LC1950_MARKER: DS = TRIANGULATION STATION DISK
 LC1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1950_MARK LOGO: CGS   
 LC1950_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1950+STABILITY: SURFACE MOTION
 LC1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1950+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 LC1950
 LC1950  HISTORY     - Date     Condition        Report By
 LC1950  HISTORY     - 1959     MONUMENTED       CGS
 LC1950  HISTORY     - 20040202 GOOD             ILDT
 LC1950
 LC1950                          STATION DESCRIPTION
 LC1950
 LC1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1950'THE STATION IS ABOUT 7 MILES NORTH OF PETERSBURG AND IN
 LC1950'THE CENTER OF SEC. 10, T-19-N, R-7-W.  IT IS 19 FEET SOUTHEAST
 LC1950'OF THE INTERSECTION OF A PAVED ROAD AND A DRIVEWAY WEST, 17
 LC1950'FEET EAST OF THE CENTERLINE OF THE PAVED ROAD AND 5 FEET NORTH
 LC1950'OF A POWER POLE AND A WITNESS POST.  THE MONUMENT IS FLUSH
 LC1950'AND THE DISK IS STAMPED LATIMORE 1959.
 LC1950'
 LC1950'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123
 LC1950'AND 97 IN PETERSBURG, GO NORTH AND WEST ON HIGHWAY 97 FOR
 LC1950'1.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 LC1950'ON THE PAVED ROAD FOR 3.1 MILES TO A DIAGONAL CROSSROAD.
 LC1950'CONTINUE NORTHERLY ON THE MAIN ROAD FOR 3.25 MILES TO THE
 LC1950'POINT WHERE THE MAIN ROAD TURNS A SHARP LEFT AND A PAVED
 LC1950'ROAD STRAIGHT AHEAD.  GO NORTH ON THE PAVED ROAD FOR 0.55
 LC1950'MILE TO THE TOP OF A SMALL KNOLL AND A DRIVEWAY ON THE LEFT.
 LC1950'THE STATION IS ON THE RIGHT AS DESCRIBED.
 LC1950'
 LC1950'REFERENCE MARK 1 IS 36 FEET WEST OF THE POWER POLE AND THE
 LC1950'WITNESS POST AND 24 FEET WEST OF THE CENTER-LINE OF THE PAVED
 LC1950'ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LC1950'LATIMORE NO 1 1959.
 LC1950'
 LC1950'REFERENCE MARK 2 IS 36 FEET SOUTH OF A TELEPHONE POLE AND
 LC1950'15 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD.  THE MONUMENT
 LC1950'IS FLUSH AND THE DISK IS STAMPED LATIMORE NO 2 1959.
 LC1950'
 LC1950'THE AZIMUTH MARK IS 15 FEET WEST OF THE CENTERLINE OF THE
 LC1950'PAVED ROAD, 1 FOOT SOUTH OF A WITNESS POST AND 1 FOOT SOUTHEAST
 LC1950'OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 3 INCHES AND
 LC1950'THE DISK IS STAMPED LATIMORE 1959.
 LC1950'
 LC1950'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LC1950
 LC1950                          STATION RECOVERY (2004)
 LC1950
 LC1950'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DL)
 LC1950'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION (TEA).  TO REACH
 LC1950'FROM THE POST  OFFICE IN OAKFORD, GO EAST ALONG CENTER ST. (CR 12)
 LC1950'0.14 MI. TO A CROSSROAD WITH IL 97, TURN  LEFT (NORTH) ALONG IL 97
 LC1950'0.15 MI. TO A CROSSROAD WITH OAKFORD RD. (CR 7), TURN RIGHT (EAST)
 LC1950'ALONG CR 7 4.47 MI. TO A  Y  INTERSECTION WITH KIRBY SCHOOL RD., TURN
 LC1950'LEFT (EAST) ONTO KIRBY  SCHOOL RD. AND GO 0.13 MI. TO A CROSSROAD WITH
 LC1950'GERMAN CEMETERY RD., TURN LEFT (NORTH)  ALONG GERMAN CEMETERY RD. 0.55
 LC1950'MI. TO THE STATION ON THE RIGHT.  14.5 FT. EAST OF THE  CENTERLINE OF
 LC1950'THE ROAD, 5.7 FT. NORTH OF A POWER POLE, 104.0 FT. SOUTHEAST OF A LONE
 LC1950'FENCE  POST, 13.0 FT. SOUTH OF A DEADMAN ANCHOR.  STATION IS FLUSH
 LC1950'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0895 ***********************************************************************
 HB0895  HT_MOD      -  This is a Height Modernization Survey Station.
 HB0895  DESIGNATION -  LATIN
 HB0895  PID         -  HB0895
 HB0895  STATE/COUNTY-  IL/ALEXANDER
 HB0895  USGS QUAD   -  CAIRO (1993)
 HB0895
 HB0895                         *CURRENT SURVEY CONTROL
 HB0895  ___________________________________________________________________
 HB0895* NAD 83(1997)-  37 04 38.52417(N)    089 11 09.27607(W)     ADJUSTED  
 HB0895* NAVD 88     -       100.77   (meters)     330.6    (feet)  GPS OBS   
 HB0895  ___________________________________________________________________
 HB0895  X           -      72,388.412 (meters)                     COMP
 HB0895  Y           -  -5,094,364.826 (meters)                     COMP
 HB0895  Z           -   3,824,290.624 (meters)                     COMP
 HB0895  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HB0895  ELLIP HEIGHT-          72.56  (meters)          (09/22/04) GPS OBS
 HB0895  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HB0895  DYNAMIC HT  -         100.70  (meters)     330.4   (feet)  COMP
 HB0895  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HB0895
 HB0895  HORZ ORDER  -  B
 HB0895  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 HB0895  ELLP ORDER  -  FOURTH    CLASS I
 HB0895
 HB0895.The horizontal coordinates were established by GPS observations
 HB0895.and adjusted by the National Geodetic Survey in August 2002..
 HB0895
 HB0895.The orthometric height was determined by GPS observations and a
 HB0895.high-resolution geoid model using precise GPS observation and
 HB0895.processing techniques. It supersedes the leveled height previously
 HB0895.determined for this station.
 HB0895.The vertical order pertains to the first NAVD 88 superseded value.
 HB0895
 HB0895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB0895
 HB0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB0895
 HB0895.The ellipsoidal height was determined by GPS observations
 HB0895.and is referenced to NAD 83.
 HB0895
 HB0895.The geoid height was determined by GEOID03.
 HB0895
 HB0895.The dynamic height is computed by dividing the NAVD 88
 HB0895.geopotential number by the normal gravity value computed on the
 HB0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0895.degrees latitude (g = 980.6199 gals.).
 HB0895
 HB0895.The modeled gravity was interpolated from observed gravity values.
 HB0895
 HB0895;                    North         East     Units Scale Factor Converg.
 HB0895;SPC IL W     -    46,024.990   787,206.303   MT  1.00003483   +0 35 28.8
 HB0895;SPC IL W     -   151,000.32  2,582,692.68   sFT  1.00003483   +0 35 28.8
 HB0895;SPC KY1Z     - 1,088,200.693 1,194,542.638   MT  1.00000143   -2 06 34.2
 HB0895;SPC KY1Z     - 3,570,205.11  3,919,095.30   sFT  1.00000143   -2 06 34.2
 HB0895;SPC KY S     -   588,122.966   194,555.027   MT  0.99995539   -2 05 01.5
 HB0895;SPC KY S     - 1,929,533.43    638,302.62   sFT  0.99995539   -2 05 01.5
 HB0895;UTM  16      - 4,105,690.384   305,690.569   MT  1.00006513   -1 19 05.8
 HB0895
 HB0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB0895!SPC IL W     -   0.99998861  x   1.00003483  =   1.00002344
 HB0895!SPC KY1Z     -   0.99998861  x   1.00000143  =   0.99999004
 HB0895!SPC KY S     -   0.99998861  x   0.99995539  =   0.99994400
 HB0895!UTM  16      -   0.99998861  x   1.00006513  =   1.00005374
 HB0895
 HB0895|---------------------------------------------------------------------|
 HB0895| PID    Reference Object                     Distance      Geod. Az  |
 HB0895|                                                           dddmmss.s |
 HB0895| HB0893 LATIN RM 1                           14.889 METERS 16505     |
 HB0895| HB0892 LATIN AZ MK                                        1805412.4 |
 HB0895| HB0894 LATIN RM 2                           18.662 METERS 31038     |
 HB0895|---------------------------------------------------------------------|
 HB0895
 HB0895                          SUPERSEDED SURVEY CONTROL
 HB0895
 HB0895  ELLIP H (08/22/02)   72.59   (m)                       GP(       ) 3 1
 HB0895  NAD 83(1997)-  37 04 38.52458(N)    089 11 09.27650(W) AD(       ) 1
 HB0895  ELLIP H (10/21/99)   72.58   (m)                       GP(       ) 4 1
 HB0895  NAD 83(1997)-  37 04 38.52552(N)    089 11 09.27600(W) AD(       ) 1
 HB0895  NAD 83(1986)-  37 04 38.53452(N)    089 11 09.27812(W) AD(       ) 1
 HB0895  NAD 83(1986)-  37 04 38.53739(N)    089 11 09.28048(W) AD(       ) 2
 HB0895  NAD 27      -  37 04 38.35560(N)    089 11 09.01270(W) AD(       ) 2
 HB0895  NAVD 88 (06/15/91)  100.834  (m)          330.82   (f) ADJUSTED    2 0
 HB0895  NGVD 29 (??/??/??)  100.733  (m)          330.49   (f) ADJUSTED    2 0
 HB0895
 HB0895.Superseded values are not recommended for survey control.
 HB0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0895.See file dsdata.txt to determine how the superseded data were derived.
 HB0895
 HB0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG0569105690(NAD 83)
 HB0895_MARKER: DS = TRIANGULATION STATION DISK
 HB0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0895_SP_SET: CONCRETE POST
 HB0895_STAMPING: LATIN 1960
 HB0895_MARK LOGO: CGS   
 HB0895_PROJECTION: FLUSH
 HB0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0895+STABILITY: SURFACE MOTION
 HB0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0895+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2001
 HB0895
 HB0895  HISTORY     - Date     Condition        Report By
 HB0895  HISTORY     - 1960     MONUMENTED       CGS
 HB0895  HISTORY     - 1960     GOOD             CGS
 HB0895  HISTORY     - 19901025 GOOD             NGS
 HB0895  HISTORY     - 20000920 GOOD             USE
 HB0895  HISTORY     - 20011007 GOOD             3001
 HB0895
 HB0895                          STATION DESCRIPTION
 HB0895
 HB0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB0895'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF THE NORTH EDGE OF
 HB0895'CAIRO, ABOUT 2.5 MILES SOUTH-SOUTHEAST OF MOUNDS, ABOUT 1.5
 HB0895'MILES SOUTHWEST OF MOUND CITY AND 0.7 MILE SOUTH OF THE JUNCTION OF
 HB0895'U.S. HIGHWAY 51 AND STATE HIGHWAY 37.
 HB0895'
 HB0895'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE
 HB0895'HIGHWAY 127, 37 AND 3 ABOUT 3 MILES NORTH OF THE CENTER OF CAIRO,
 HB0895'GO NORTH ON U.S. HIGHWAY 51 FOR 2.1 MILES TO THE AZIMUTH MARK ON THE
 HB0895'LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.35 MILE TO THE STATION ON
 HB0895'THE LEFT JUST NORTH OF SIDE ROAD LEFT.
 HB0895'
 HB0895'THE STATION MARK IS A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH
 HB0895'SQUARE CONCRETE POST WHICH IS SET FLUSH AND IS STAMPED LATIN
 HB0895'1960. THE MARK IS 133.5 FEET NORTH OF CENTER OF GRAVEL ROAD, 77 FEET
 HB0895'WEST OF CENTER OF U.S. HIGHWAAY 51, 9.5 FEET NORTH OF CENTER OF
 HB0895'TRACK ROAD AND 2.9 FEET NORTHWEST OF WITNESS POST.
 HB0895'
 HB0895'REFERENCE MARK 1 IS A STANDARD DISK SET IN TOP OF A 12 INCH SQUARE
 HB0895'CONCRETE POST WHICH IS SET FLUSH AND IS STAMPED LATIN NO 1
 HB0895'1960. THE MARK IS 108 FEET NORTH OF CENTER OF GRAVEL ROAD, 64 FEET
 HB0895'WEST OF CENTER OF U.S. HIGHWAY 51, 45.9 FEET SOUTHEAST OF WITNESS
 HB0895'POST AND 6.5 FEET SOUTH OF CENTER OF TRACK ROAD.
 HB0895'
 HB0895'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 HB0895'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED
 HB0895'LATIN NO 2 1960. THE MARK IS 64.0 FEET WEST OF WITNESS POST, 6 FEET
 HB0895'SOUTH OF TRACK ROAD AND 3 FEET EAST OF TELEPHONE POLE.
 HB0895'
 HB0895'AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 HB0895'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND IS STAMPED
 HB0895'LATIN 1960. THE MARK IS 57.5 FEET WEST OF CENTER OF U.S. HIGHWAY 51,
 HB0895'56.5 FEET NORTH OF POWER POLE, 2.0 FEET WEST OF WITNESS POST AND 1.2
 HB0895'FEET EAST OF A 4 INCH SQUARE CONCRETE RIGHT-OF-WAY POST.
 HB0895
 HB0895                          STATION RECOVERY (1960)
 HB0895
 HB0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HB0895'5.3 MI N FROM CAIRO.
 HB0895'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0895'AT CAIRO, ABOUT 2.5 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY
 HB0895'3, ABOUT 0.1 MILE NORTH OF THE LATIN CLUB, ABOUT 0.8 MILE SOUTH
 HB0895'OF THE JUNCTION OF STATE HIGHWAY 37, THE LEVEE CROSSES THE
 HB0895'HIGHWAY AT THIS POINT, 9 FEET NORTHEAST OF THE CENTER OF THE
 HB0895'ROAD ON THE TOP OF THE LEVEE, 76 FEET WEST OF THE CENTER LINE
 HB0895'OF THE HIGHWAY, 144 FEET NORTHWEST OF THE JUNCTION OF THE
 HB0895'HIGHWAY AND THE LEVEE, 64 FEET EAST-SOUTHEAST OF A TELEPHONE
 HB0895'POLE, 2.9 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 HB0895'BELOW THE LEVEE OF THE ROAD ON THE LEVEE, AND SET IN THE TOP OF
 HB0895'A CONCRETE POST FLUSH WITH THE GROUND.
 HB0895
 HB0895                          STATION RECOVERY (1990)
 HB0895
 HB0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HB0895'STATION RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED FOR.
 HB0895'STATION IS ON A LEVEE IN THICK WEEDS, ON THE SOUTH SIDE OF THE CACHE
 HB0895'RIVER AT ITS JUNCTION WITH US HIGHWAY 51.  OWNERSHIP--STATE OF
 HB0895'ILLINOIS.
 HB0895'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 57 AND STATE HIGHWAY
 HB0895'3 (EXIT 1) ABOUT 5 KM (3.1 MI)  NORTHWEST OF CAIRO, GO SOUTHEAST ON
 HB0895'HIGHWAY 3 FOR 1.37 KM (0.85 MI)  TO ITS JUNCTION WITH HIGHWAY 51.
 HB0895'TURN LEFT, NORTH, ON HIGHWAY 51 FOR 4.30 KM (2.67 MI)  TO THE GRASS
 HB0895'LEVEE AND STATION ON THE LEFT.
 HB0895'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST SET
 HB0895'FLUSH JUST BELOW THE CREST OF THE LEVEE, 23.2 M (76.1 FT) WEST OF THE
 HB0895'HIGHWAY CENTER, 3.0 M (9.8 FT) NORTHEAST OF, AND 0.3 M (1.0 FT) LOWER
 HB0895'THAN CENTER OF TRACK ROAD ON LEVEE, 32.4 M (106.3 FT) NORTHWEST OF
 HB0895'CENTER OF MANHOLE COVER AT EDGE OF HIGHWAY AND IN LINE WITH LEVEE,
 HB0895'AND 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 HB0895
 HB0895                          STATION RECOVERY (2000)
 HB0895
 HB0895'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 HB0895'RECOVERED IN GOOD CONDITION.
 HB0895
 HB0895                          STATION RECOVERY (2001)
 HB0895
 HB0895'RECOVERY NOTE BY 3001, INC 2001 (KWC)
 HB0895'THE STATION IS LOCATED 3.5 MILES NORTH OF THE NORTH EDGE OF CAIRO, 2.5
 HB0895'MILES
 HB0895'SOUTH-SOUTHEAST OF MOUNDS, 1.5 MILES SOUTHWEST OF MOUNDS CITY AND 0.7
 HB0895'MILES SOUTH OF
 HB0895'THE JUNCTION OF US HWY 51 AND STATE HWY 37.
 HB0895' 
 HB0895'TO REACH THE STATION FROM THE INTERSECTION OF HWY 57 AND STATE HWY 3
 HB0895'(EXIT 1), ABOUT 3.1
 HB0895'MILES NORTHWEST OF CAIRO, GO SOUTHEAST ON HWY 3 FOR 0.85 MILES TO
 HB0895'JUNCTION WITH HWY 51
 HB0895'AND HWY 37.  TURN LEFT (NORTH) ON HWY 51 FOR 2.7 MILES TO THE GRASS
 HB0895'LEVEE.  THE STATION IS
 HB0895'ON THE LEFT.
 HB0895' 
 HB0895'THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST, SET
 HB0895'FLUSH, JUST BELOW THE
 HB0895'LEVEL OF THE LEVEE.  76.2 FEET WEST OF THE CENTERLINE OF HWY.  10 FEET
 HB0895'NORTHEAST OF
 HB0895'CENTERLINE OF LEVEE.  106.1 FEET NORTHWEST OF CENTER OF MANHOLE COVER
 HB0895'AT THE EDGE OF
 HB0895'HWY WHERE LEVEE HITS THE BLACK TOP.  1.3 FEET SOUTH OF A CARSONITE
 HB0895'FIBERGLASS WITNESS
 HB0895'POST.
 HB0895' 
 HB0895'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0892 ***********************************************************************
 HB0892  DESIGNATION -  LATIN AZ MK
 HB0892  PID         -  HB0892
 HB0892  STATE/COUNTY-  IL/ALEXANDER
 HB0892  USGS QUAD   -  CAIRO (1993)
 HB0892
 HB0892                         *CURRENT SURVEY CONTROL
 HB0892  ___________________________________________________________________
 HB0892* NAD 83(1986)-  37 04 19.     (N)    089 11 08.     (W)     SCALED    
 HB0892* NAVD 88     -        94.193  (meters)     309.03   (feet)  ADJUSTED  
 HB0892  ___________________________________________________________________
 HB0892  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HB0892  DYNAMIC HT  -          94.124 (meters)     308.81  (feet)  COMP
 HB0892  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 HB0892
 HB0892  VERT ORDER  -  SECOND    CLASS 0
 HB0892
 HB0892.The horizontal coordinates were scaled from a topographic map and have
 HB0892.an estimated accuracy of +/- 6 seconds.
 HB0892
 HB0892.The orthometric height was determined by differential leveling
 HB0892.and adjusted by the National Geodetic Survey in June 1991..
 HB0892
 HB0892.The geoid height was determined by GEOID03.
 HB0892
 HB0892.The dynamic height is computed by dividing the NAVD 88
 HB0892.geopotential number by the normal gravity value computed on the
 HB0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0892.degrees latitude (g = 980.6199 gals.).
 HB0892
 HB0892.The modeled gravity was interpolated from observed gravity values.
 HB0892
 HB0892;                    North         East    Units  Estimated Accuracy
 HB0892;SPC IL W     -    45,420.      787,240.      MT  (+/- 180 meters Scaled)
 HB0892
 HB0892                          SUPERSEDED SURVEY CONTROL
 HB0892
 HB0892  NGVD 29 (??/??/??)   94.091  (m)          308.70   (f) ADJUSTED    2 0
 HB0892
 HB0892.Superseded values are not recommended for survey control.
 HB0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0892.See file dsdata.txt to determine how the superseded data were derived.
 HB0892
 HB0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG057050(NAD 83)
 HB0892_MARKER: DZ = AZIMUTH MARK DISK
 HB0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0892_STAMPING: LATIN 1960
 HB0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0892+STABILITY: SURFACE MOTION
 HB0892
 HB0892  HISTORY     - Date     Condition        Report By
 HB0892  HISTORY     - 1960     MONUMENTED       CGS
 HB0892  HISTORY     - 20020830 MARK NOT FOUND   USACE
 HB0892
 HB0892                          STATION DESCRIPTION
 HB0892
 HB0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0892'5 MI N FROM CAIRO.
 HB0892'ABOUT 4.95 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST
 HB0892'OFFICE AT CAIRO, AT A DRIVE WEST TO A HOUSE, 57 FEET WEST OF THE
 HB0892'CENTER LINE OF THE HIGHWAY, 108 FEET NORTH OF THE CENTER LINE
 HB0892'OF THE DRIVE, 130 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 HB0892'JUNCTION, 58 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 2.0
 HB0892'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 HB0892'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HB0892'4 INCHES.
 HB0892
 HB0892                          STATION RECOVERY (2002)
 HB0892
 HB0892'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0893 ***********************************************************************
 HB0893  DESIGNATION -  LATIN RM 1
 HB0893  PID         -  HB0893
 HB0893  STATE/COUNTY-  IL/ALEXANDER
 HB0893  USGS QUAD   -  CAIRO (1993)
 HB0893
 HB0893                         *CURRENT SURVEY CONTROL
 HB0893  ___________________________________________________________________
 HB0893* NAD 83(1986)-  37 04 38.     (N)    089 11 08.     (W)     SCALED    
 HB0893* NAVD 88     -       100.923  (meters)     331.11   (feet)  ADJUSTED  
 HB0893  ___________________________________________________________________
 HB0893  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HB0893  DYNAMIC HT  -         100.849 (meters)     330.87  (feet)  COMP
 HB0893  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HB0893
 HB0893  VERT ORDER  -  SECOND    CLASS 0
 HB0893
 HB0893.The horizontal coordinates were scaled from a topographic map and have
 HB0893.an estimated accuracy of +/- 6 seconds.
 HB0893
 HB0893.The orthometric height was determined by differential leveling
 HB0893.and adjusted by the National Geodetic Survey in June 1991..
 HB0893
 HB0893.The geoid height was determined by GEOID03.
 HB0893
 HB0893.The dynamic height is computed by dividing the NAVD 88
 HB0893.geopotential number by the normal gravity value computed on the
 HB0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0893.degrees latitude (g = 980.6199 gals.).
 HB0893
 HB0893.The modeled gravity was interpolated from observed gravity values.
 HB0893
 HB0893;                    North         East    Units  Estimated Accuracy
 HB0893;SPC IL W     -    46,010.      787,240.      MT  (+/- 180 meters Scaled)
 HB0893
 HB0893                          SUPERSEDED SURVEY CONTROL
 HB0893
 HB0893  NGVD 29 (??/??/??)  100.822  (m)          330.78   (f) ADJUSTED    2 0
 HB0893
 HB0893.Superseded values are not recommended for survey control.
 HB0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0893.See file dsdata.txt to determine how the superseded data were derived.
 HB0893
 HB0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG057056(NAD 83)
 HB0893_MARKER: DR = REFERENCE MARK DISK
 HB0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0893_STAMPING: LATIN NO 1 1960
 HB0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0893+STABILITY: SURFACE MOTION
 HB0893
 HB0893  HISTORY     - Date     Condition        Report By
 HB0893  HISTORY     - 1960     MONUMENTED       CGS
 HB0893  HISTORY     - 20020830 POOR             USACE
 HB0893
 HB0893                          STATION DESCRIPTION
 HB0893
 HB0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0893'5.3 MI N FROM CAIRO.
 HB0893'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST
 HB0893'OFFICE AT CAIRO, ABOUT 2.5 MILES NORTH OF THE JUNCTION OF STATE
 HB0893'HIGHWAY 3, ABOUT 0.1 MILE NORTH OF THE LATIN CLUB, ABOUT 0.8
 HB0893'MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 37, THE LEVEE
 HB0893'CROSSES THE HIGHWAY AT THIS POINT, 7 FEET SOUTHWEST OF THE
 HB0893'CENTER LINE OF THE LEVEE ROAD, 60 FEET WEST OF THE CENTER LINE
 HB0893'OF THE HIGHWAY, 97 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 HB0893'OF THE HIGHWAY AND THE LEVEE ROAD, 108 FEET SOUTHEAST OF A
 HB0893'TELEPHONE POLE, 48.8 FEET SOUTH-SOUTHEAST OF TRAVERSE STATION
 HB0893'LATIN, 46.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, ABOUT
 HB0893'1 FOOT BELOW THE LEVEL OF THE LEVEE ROAD AND SET IN THE TOP OF
 HB0893'A CONCRETE POST PROJECTING 2 INCHES.
 HB0893
 HB0893                          STATION RECOVERY (2002)
 HB0893
 HB0893'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0893'FOUND CONCRETE MONUMENT WITH DISK SHEARED OFF. STEM SHAFT REMAINS WITH
 HB0893'OUTLINE OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0894 ***********************************************************************
 HB0894  DESIGNATION -  LATIN RM 2
 HB0894  PID         -  HB0894
 HB0894  STATE/COUNTY-  IL/ALEXANDER
 HB0894  USGS QUAD   -  CAIRO (1993)
 HB0894
 HB0894                         *CURRENT SURVEY CONTROL
 HB0894  ___________________________________________________________________
 HB0894* NAD 83(1986)-  37 04 38.     (N)    089 11 09.     (W)     SCALED    
 HB0894* NAVD 88     -       101.136  (meters)     331.81   (feet)  ADJUSTED  
 HB0894  ___________________________________________________________________
 HB0894  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HB0894  DYNAMIC HT  -         101.062 (meters)     331.57  (feet)  COMP
 HB0894  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 HB0894
 HB0894  VERT ORDER  -  SECOND    CLASS 0
 HB0894
 HB0894.The horizontal coordinates were scaled from a topographic map and have
 HB0894.an estimated accuracy of +/- 6 seconds.
 HB0894
 HB0894.The orthometric height was determined by differential leveling
 HB0894.and adjusted by the National Geodetic Survey in June 1991..
 HB0894
 HB0894.The geoid height was determined by GEOID03.
 HB0894
 HB0894.The dynamic height is computed by dividing the NAVD 88
 HB0894.geopotential number by the normal gravity value computed on the
 HB0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0894.degrees latitude (g = 980.6199 gals.).
 HB0894
 HB0894.The modeled gravity was interpolated from observed gravity values.
 HB0894
 HB0894;                    North         East    Units  Estimated Accuracy
 HB0894;SPC IL W     -    46,010.      787,210.      MT  (+/- 180 meters Scaled)
 HB0894
 HB0894                          SUPERSEDED SURVEY CONTROL
 HB0894
 HB0894  NGVD 29 (??/??/??)  101.035  (m)          331.48   (f) ADJUSTED    2 0
 HB0894
 HB0894.Superseded values are not recommended for survey control.
 HB0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0894.See file dsdata.txt to determine how the superseded data were derived.
 HB0894
 HB0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG056056(NAD 83)
 HB0894_MARKER: DR = REFERENCE MARK DISK
 HB0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0894_STAMPING: LATIN NO 2 1960
 HB0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0894+STABILITY: SURFACE MOTION
 HB0894
 HB0894  HISTORY     - Date     Condition        Report By
 HB0894  HISTORY     - 1960     MONUMENTED       CGS
 HB0894  HISTORY     - 20020830 POOR             USACE
 HB0894
 HB0894                          STATION DESCRIPTION
 HB0894
 HB0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0894'5.3 MI N FROM CAIRO.
 HB0894'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST
 HB0894'OFFICE AT CAIRO, ABOUT 2.5 MILES NORTH OF THE JUNCTION OF STATE
 HB0894'HIGHWAY 3, ABOUT 0.1 MILE NORTH OF THE LATIN CLUB, ABOUT 0.8 MILE
 HB0894'SOUTH OF THE JUNCTION OF STATE HIGHWAY 37, THE LEVEE CROSSES
 HB0894'THE HIGHWAY AT THIS POINT, 7 FEET SOUTHWEST OF THE CENTER LINE
 HB0894'OF THE LEVEE ROAD, 123 FEET WEST OF THE CENTER LINE OF THE
 HB0894'HIGHWAY, 202 FEET NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND
 HB0894'THE LEVEE ROAD, 2 FEET SOUTHEAST OF A TELEPHONE POLE, 62.3 FEET
 HB0894'WEST-NORTHWEST OF TRAVERSE STATION LATIN, 64.0 FEET WEST-NORTHWEST
 HB0894'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 HB0894'LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HB0894'4 INCHES.
 HB0894
 HB0894                          STATION RECOVERY (2002)
 HB0894
 HB0894'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0894'FOUND CONCRETE MONUMENT WITH DISK MISSSING. STEM SHAFT REMAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2045 ***********************************************************************
 LC2045  DESIGNATION -  LAURA ARCO OIL CO MICROWAVE
 LC2045  PID         -  LC2045
 LC2045  STATE/COUNTY-  IL/PEORIA
 LC2045  USGS QUAD   -  PRINCEVILLE (1982)
 LC2045
 LC2045                         *CURRENT SURVEY CONTROL
 LC2045  ___________________________________________________________________
 LC2045* NAD 83(1997)-  40 55 11.66714(N)    089 52 08.04512(W)     ADJUSTED  
 LC2045* NAVD 88     -                                                        
 LC2045  ___________________________________________________________________
 LC2045  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 LC2045  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC2045
 LC2045  HORZ ORDER  -  THIRD
 LC2045
 LC2045.The horizontal coordinates were established by classical geodetic methods
 LC2045.and adjusted by the National Geodetic Survey in October 1999..
 LC2045
 LC2045
 LC2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2045
 LC2045.The geoid height was determined by GEOID03.
 LC2045
 LC2045;                    North         East     Units Scale Factor Converg.
 LC2045;SPC IL W     -   472,174.220   725,081.376   MT  0.99994892   +0 11 42.1
 LC2045;SPC IL W     - 1,549,124.92  2,378,871.15   sFT  0.99994892   +0 11 42.1
 LC2045;UTM  16      - 4,533,829.547   258,414.648   MT  1.00031840   -1 52 48.2
 LC2045
 LC2045                          SUPERSEDED SURVEY CONTROL
 LC2045
 LC2045  NAD 83(1997)-  40 55 11.67232(N)    089 52 08.03624(W) AD(       ) 4
 LC2045  NAD 83(1986)-  40 55 11.67541(N)    089 52 08.04912(W) AD(       ) 4
 LC2045  NAD 27      -  40 55 11.54595(N)    089 52 07.65159(W) AD(       ) 3
 LC2045
 LC2045.Superseded values are not recommended for survey control.
 LC2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2045.See file dsdata.txt to determine how the superseded data were derived.
 LC2045
 LC2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5841533830(NAD 83)
 LC2045_MARKER: 44 = MICROWAVE MAST
 LC2045
 LC2045  HISTORY     - Date     Condition        Report By
 LC2045  HISTORY     - 1969     FIRST OBSERVED   CGS
 LC2045  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC2045
 LC2045                          STATION DESCRIPTION
 LC2045
 LC2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JWC)
 LC2045'THE STATION IS THE CENTER OF THE DISH SHAPED ANTENNA ATOP THE
 LC2045'LAURA, ARCO OIL COMPANY PIPELINE PUMPING STATION MICROWAVE
 LC2045'RELAY MAST THAT IS LOCATED ABOUT 3 MILES EAST OF LAURA AND 2
 LC2045'MILES WEST OF THE SMALL VILLAGE OF MONICA.  THE MAST IS
 LC2045'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 LC2045'RED AND WHITE AND IS 168 FEET IN HEIGHT.
 LC2045
 LC2045                          STATION RECOVERY (1998)
 LC2045
 LC2045'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC2045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2050 ***********************************************************************
 LC2050  DESIGNATION -  LAURA SERV PLINE CO MICROWAVE
 LC2050  PID         -  LC2050
 LC2050  STATE/COUNTY-  IL/PEORIA
 LC2050  USGS QUAD   -  LAURA (1982)
 LC2050
 LC2050                         *CURRENT SURVEY CONTROL
 LC2050  ___________________________________________________________________
 LC2050* NAD 83(1997)-  40 55 04.30205(N)    089 55 33.34728(W)     ADJUSTED  
 LC2050* NAVD 88     -                                                        
 LC2050  ___________________________________________________________________
 LC2050  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 LC2050  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC2050
 LC2050  HORZ ORDER  -  THIRD
 LC2050
 LC2050.The horizontal coordinates were established by classical geodetic methods
 LC2050.and adjusted by the National Geodetic Survey in October 1999..
 LC2050
 LC2050
 LC2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2050
 LC2050.The geoid height was determined by GEOID03.
 LC2050
 LC2050;                    North         East     Units Scale Factor Converg.
 LC2050;SPC IL W     -   471,932.250   720,278.380   MT  0.99994624   +0 09 27.6
 LC2050;SPC IL W     - 1,548,331.06  2,363,113.32   sFT  0.99994624   +0 09 27.6
 LC2050;UTM  16      - 4,533,761.620   253,604.187   MT  1.00034730   -1 55 02.6
 LC2050;UTM  15      - 4,534,189.898   758,872.557   MT  1.00042490   +2 00 52.4
 LC2050
 LC2050                          SUPERSEDED SURVEY CONTROL
 LC2050
 LC2050  NAD 83(1997)-  40 55 04.30330(N)    089 55 33.35087(W) AD(       ) 4
 LC2050  NAD 83(1986)-  40 55 04.30921(N)    089 55 33.35336(W) AD(       ) 4
 LC2050  NAD 27      -  40 55 04.17800(N)    089 55 32.95300(W) AD(       ) 3
 LC2050
 LC2050.Superseded values are not recommended for survey control.
 LC2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2050.See file dsdata.txt to determine how the superseded data were derived.
 LC2050
 LC2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5360433762(NAD 83)
 LC2050_MARKER: 44 = MICROWAVE MAST
 LC2050
 LC2050  HISTORY     - Date     Condition        Report By
 LC2050  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC2050  HISTORY     - 19981207 GOOD             USPSQD
 LC2050
 LC2050                          STATION DESCRIPTION
 LC2050
 LC2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC2050'STATION IS LOCATED ABOUT 5 MILES EAST OF WILLIAMSFIELD AND IN
 LC2050'THE SOUTH EDGE OF LAURA.
 LC2050'
 LC2050'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 150 AND STATE
 LC2050'HIGHWAY 180, (ABOUT 1-1/2 MILES SOUTH OF WILLIAMSFIELD),
 LC2050'GO EAST ON U.S. HIGHWAY NO. 150 FOR 4.75 MILES TO THE JUNCTION
 LC2050'OF U.S. HIGHWAY 150 AND STATE HIGHWAY NO. 78.  TURN LEFT ON
 LC2050'STATE HIGHWAY NO. 78 AND GO NORTH FOR 1.0 MILE TO CROSSROADS,
 LC2050'TURN RIGHT AND GO EAST FOR 0.05 MILE TO GATE ON LEFT.  TURN
 LC2050'LEFT AND GO NORTH FOR 0.05 MILE TO STATION AS DESCRIBED.
 LC2050'
 LC2050'POINT INTERSECTED IS LIGHT ON TOP.
 LC2050'
 LC2050'STATION IS APPROXIMATELY 200 FEET HIGH AND RED AND WHITE IN
 LC2050'COLOR.
 LC2050
 LC2050                          STATION RECOVERY (1998)
 LC2050
 LC2050'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2049 ***********************************************************************
 LC2049  DESIGNATION -  LAURA STANOLIND PLINE CO TANK
 LC2049  PID         -  LC2049
 LC2049  STATE/COUNTY-  IL/PEORIA
 LC2049  USGS QUAD   -  LAURA (1982)
 LC2049
 LC2049                         *CURRENT SURVEY CONTROL
 LC2049  ___________________________________________________________________
 LC2049* NAD 83(1997)-  40 55 01.38336(N)    089 55 36.69712(W)     ADJUSTED  
 LC2049* NAVD 88     -                                                        
 LC2049  ___________________________________________________________________
 LC2049  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 LC2049  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LC2049
 LC2049  HORZ ORDER  -  THIRD
 LC2049
 LC2049.The horizontal coordinates were established by classical geodetic methods
 LC2049.and adjusted by the National Geodetic Survey in October 1999..
 LC2049
 LC2049
 LC2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2049
 LC2049.The geoid height was determined by GEOID03.
 LC2049
 LC2049;                    North         East     Units Scale Factor Converg.
 LC2049;SPC IL W     -   471,842.004   720,200.246   MT  0.99994620   +0 09 25.4
 LC2049;SPC IL W     - 1,548,034.97  2,362,856.97   sFT  0.99994620   +0 09 25.4
 LC2049;UTM  16      - 4,533,674.228   253,522.803   MT  1.00034779   -1 55 04.6
 LC2049;UTM  15      - 4,534,097.124   758,797.352   MT  1.00042443   +2 00 50.1
 LC2049
 LC2049                          SUPERSEDED SURVEY CONTROL
 LC2049
 LC2049  NAD 83(1997)-  40 55 01.38615(N)    089 55 36.70055(W) AD(       ) 4
 LC2049  NAD 83(1986)-  40 55 01.39064(N)    089 55 36.70321(W) AD(       ) 4
 LC2049  NAD 27      -  40 55 01.25900(N)    089 55 36.30200(W) AD(       ) 3
 LC2049
 LC2049.Superseded values are not recommended for survey control.
 LC2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2049.See file dsdata.txt to determine how the superseded data were derived.
 LC2049
 LC2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL5352333674(NAD 83)
 LC2049_MARKER: 53 = ELEVATED TANK
 LC2049
 LC2049  HISTORY     - Date     Condition        Report By
 LC2049  HISTORY     - 1935     FIRST OBSERVED   CGS
 LC2049  HISTORY     - 19981207 MARK NOT FOUND   USPSQD
 LC2049
 LC2049                          STATION DESCRIPTION
 LC2049
 LC2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LC2049'THIS STATION IS THE TANK AT THE STANOLIND PIPE LINE COMPANY
 LC2049'PUMPING STATION, ABOUT 0.4 MILE S OF THE TOWN OF LAURA, LOCATED
 LC2049'AT THE W EDGE OF THE STANOLIND PROPERTY, ABOUT 110 FEET E
 LC2049'OF THE CENTER LINE OF ROUTE 78, ABOUT 160 FEET N OF A SECTION-LINE
 LC2049'ROAD, AND ABOUT 180 FEET W OF THE W END OF THE PUMPING STATION,
 LC2049'IN THE SW 1/4 SEC. 22, T 11 N, R 5 E.  THE TANK ERECTED IN 1923,
 LC2049'IS QUITE PROMINENT.
 LC2049'
 LC2049'THE TANK HAS FOUR BLACK TRUSSWORK LEGS ABOUT 70 FEET HIGH.
 LC2049'THE SILVER OVAL SECTION EXTENDS DOWNWARD ABOUT 12 FEET,
 LC2049'FROM THE CENTER OF WHICH A SILVER FEEDPIPE JACKET EXTENDS
 LC2049'TO THE GROUND.  THE SILVER VERTICAL SECTION IS ABOUT 18 FEET
 LC2049'HIGH, HAS A BLACK CATWALK AND RAIL AROUND ITS BASE, AND THE
 LC2049'WORDS STANOLIND PIPE LINE CO. NO. 6099 PAINTED IN BLACK LETTERS
 LC2049'ON THE N SIDE.  THERE IS A LIGHT ON THE S SIDE OF THE TANK.
 LC2049'THE CONICAL ROOF HAS A BALL AND LIGHT AT ITS APEX.  TOTAL
 LC2049'HEIGHT IS ABOUT 90 FEET.
 LC2049
 LC2049                          STATION RECOVERY (1998)
 LC2049
 LC2049'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC2049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1197 ***********************************************************************
 JB1197  DESIGNATION -  LAWN
 JB1197  PID         -  JB1197
 JB1197  STATE/COUNTY-  IL/JEFFERSON
 JB1197  USGS QUAD   -  WOODLAWN (1974)
 JB1197
 JB1197                         *CURRENT SURVEY CONTROL
 JB1197  ___________________________________________________________________
 JB1197* NAD 83(1997)-  38 19 31.15510(N)    089 05 07.93683(W)     ADJUSTED  
 JB1197* NAVD 88     -       154.554  (meters)     507.07   (feet)  ADJUSTED  
 JB1197  ___________________________________________________________________
 JB1197  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JB1197  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1197  DYNAMIC HT  -         154.456 (meters)     506.74  (feet)  COMP
 JB1197  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 JB1197
 JB1197  HORZ ORDER  -  SECOND
 JB1197  VERT ORDER  -  SECOND    CLASS 0
 JB1197
 JB1197.The horizontal coordinates were established by classical geodetic methods
 JB1197.and adjusted by the National Geodetic Survey in October 1999..
 JB1197
 JB1197.The orthometric height was determined by differential leveling
 JB1197.and adjusted by the National Geodetic Survey in June 1991..
 JB1197
 JB1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1197
 JB1197.The geoid height was determined by GEOID03.
 JB1197
 JB1197.The dynamic height is computed by dividing the NAVD 88
 JB1197.geopotential number by the normal gravity value computed on the
 JB1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1197.degrees latitude (g = 980.6199 gals.).
 JB1197
 JB1197.The modeled gravity was interpolated from observed gravity values.
 JB1197
 JB1197;                    North         East     Units Scale Factor Converg.
 JB1197;SPC IL E     -   184,352.172   234,226.144   MT  1.00002826   -0 27 59.3
 JB1197;SPC IL E     -   604,828.75    768,456.94   sFT  1.00002826   -0 27 59.3
 JB1197;UTM  16      - 4,243,969.046   317,697.783   MT  1.00000930   -1 17 37.1
 JB1197
 JB1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1197!SPC IL E     -   0.99998047  x   1.00002826  =   1.00000873
 JB1197!UTM  16      -   0.99998047  x   1.00000930  =   0.99998977
 JB1197
 JB1197|---------------------------------------------------------------------|
 JB1197| PID    Reference Object                     Distance      Geod. Az  |
 JB1197|                                                           dddmmss.s |
 JB1197| JB1198 LAWN RM 1                            29.059 METERS 06706     |
 JB1197| JB1199 LAWN AZ MK                                         0921204.2 |
 JB1197| JB1196 LAWN RM 2                            28.800 METERS 35303     |
 JB1197|---------------------------------------------------------------------|
 JB1197
 JB1197                          SUPERSEDED SURVEY CONTROL
 JB1197
 JB1197  NAD 83(1997)-  38 19 31.16941(N)    089 05 07.93518(W) AD(       ) 2
 JB1197  NAD 83(1986)-  38 19 31.17022(N)    089 05 07.93528(W) AD(       ) 2
 JB1197  NAD 27      -  38 19 30.99133(N)    089 05 07.67804(W) AD(       ) 2
 JB1197  NGVD 29 (??/??/92)  154.662  (m)          507.42   (f) ADJ UNCH    2 0
 JB1197
 JB1197.Superseded values are not recommended for survey control.
 JB1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1197.See file dsdata.txt to determine how the superseded data were derived.
 JB1197
 JB1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH1769843969(NAD 83)
 JB1197_MARKER: DE = TRAVERSE STATION DISK
 JB1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1197_STAMPING: LAWN 1961
 JB1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1197+STABILITY: SURFACE MOTION
 JB1197
 JB1197  HISTORY     - Date     Condition        Report By
 JB1197  HISTORY     - 1961     MONUMENTED       CGS
 JB1197  HISTORY     - 1961     GOOD             CGS
 JB1197
 JB1197                          STATION DESCRIPTION
 JB1197
 JB1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1197'STATION IS LOCATED ABOUT 10 MILES WEST OF MT. VERNON, ABOUT 3 MILES
 JB1197'WEST OF WOODLAWN AND ABOUT 1-1/4 MILES NORTH OF U.S. HIGHWAY 460.
 JB1197'
 JB1197'TO REACH FROM THE CROSSROAD, (ABOUT 1 BLOCK NORTH OF THE FIRST
 JB1197'CHRISTIAN CHURCH) IN WOODLAWN, GO WEST ALONG THE SOUTH SIDE OF
 JB1197'RAILROAD TRACKS AND FOLLOW THE MAIN ROAD WEST FOR 2.4 MILES TO A
 JB1197'T ROAD, TURN RIGHT CROSS THE RAILROAD TRACKS AND GO ABOUT 0.05
 JB1197'MILE TO A SIDE ROAD LEFT, TURN LEFT GO WEST FOLLOWING ALONG THE
 JB1197'NORTH SIDE OF THE RAILROAD TRACKS AND GO 0.3 MILE TO THE
 JB1197'AZIMUTH MARK ON RIGHT, CONTINUE WEST FOR 0.3 MILE TO THE STATION
 JB1197'ON LEFT AS DESCRIBED.
 JB1197'
 JB1197'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED LAWN 1961, IS SET
 JB1197'IN THE TOP OF A 14 INCH SQUARE CONCRETE POST WHICH IS SET ABOUT 12
 JB1197'INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS IN THE
 JB1197'NORTHWEST CORNER OF FIELD, 96.5 FEET SOUTH-SOUTHEAST OF THE WITNESS
 JB1197'POST, 46.6 FEET SOUTHWEST OF A TRIANGLE BLAZED TREE, 24 FEET SOUTH
 JB1197'OF THE CENTER OF PROJECTED LINE OF EAST ROAD, 16 FEET EAST-NORTH
 JB1197'EAST OF A TRIANGLE BLAZED TREE AND 14 FEET EAST OF FENCELINE.
 JB1197'
 JB1197'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED LAWN NO 1 1961,
 JB1197'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB1197'ABOUT 1 INCH.  THE MARK IS 61.8 FEET EAST OF A TRIANGLE BLAZED
 JB1197'TREE, 15 FEET NORTH OF THE CENTER OF DIRT ROAD AND 1 FOOT SOUTH OF
 JB1197'THE FENCE.
 JB1197'
 JB1197'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED LAWN NO 2 1961,
 JB1197'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB1197'ABOUT 2 INCHES.  THE MARK IS 65.8 FEET NORTHWEST OF A TRIANGLE
 JB1197'BLAZED TREE, 14 FEET WEST OF CENTER OF ROAD AND 1.8 FEET SOUTH OF
 JB1197'THE WITNESS POST.
 JB1197'
 JB1197'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED LAWN 1961, IS
 JB1197'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB1197'ABOUT 2 INCHES.  THE MARK IS 85.3 FEET NORTH OF THE NORTH RAIL OF
 JB1197'RAILROAD TRACKS, 20 FEET NORTH OF THE CENTER OF ROAD, 2.5 FEET
 JB1197'EAST-SOUTHEAST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE
 JB1197'FENCE.
 JB1197'
 JB1197'HEIGHT OF LIGHT ABOVE STATION MARK 30.59 METERS.
 JB1197
 JB1197                          STATION RECOVERY (1961)
 JB1197
 JB1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1197'3 MI W FROM WOODLAWN.
 JB1197'ABOUT 0.15 MILE NORTH ALONG AN ASPHALT PAVED ROAD FROM THE
 JB1197'WOODLAWN GRADE SCHOOL IN WOODLAWN, THENCE 2.8 MILES WEST ALONG
 JB1197'AN OILED AND GRAVELED ROAD, ABOUT 0.10 MILE WEST OF A FARM HOUSE
 JB1197'NORTH OF THE ROAD, AT A SHARP CURVE IN THE ROAD TO THE NORTH, 25
 JB1197'FEET SOUTH OF THE CENTER OF THE ROAD, 15.5 FEET NORTHEAST OF A
 JB1197'TRIANGLE BLAZED 12 INCH OAK TREE, 47 FEET SOUTHWEST OF A TRIANGLE
 JB1197'BLAZED 12 INCH OAK TREE, 96.4 FEET SOUTHEAST OF A METAL WITNESS
 JB1197'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB1197'TOP OF A CONCRETE POST 14 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1199 ***********************************************************************
 JB1199  DESIGNATION -  LAWN AZ MK
 JB1199  PID         -  JB1199
 JB1199  STATE/COUNTY-  IL/JEFFERSON
 JB1199  USGS QUAD   -  WOODLAWN (1974)
 JB1199
 JB1199                         *CURRENT SURVEY CONTROL
 JB1199  ___________________________________________________________________
 JB1199* NAD 83(1986)-  38 19 31.     (N)    089 04 48.     (W)     SCALED    
 JB1199* NAVD 88     -       151.067  (meters)     495.63   (feet)  ADJUSTED  
 JB1199  ___________________________________________________________________
 JB1199  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JB1199  DYNAMIC HT  -         150.971 (meters)     495.31  (feet)  COMP
 JB1199  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 JB1199
 JB1199  VERT ORDER  -  SECOND    CLASS 0
 JB1199
 JB1199.The horizontal coordinates were scaled from a topographic map and have
 JB1199.an estimated accuracy of +/- 6 seconds.
 JB1199
 JB1199.The orthometric height was determined by differential leveling
 JB1199.and adjusted by the National Geodetic Survey in June 1991..
 JB1199
 JB1199.The geoid height was determined by GEOID03.
 JB1199
 JB1199.The dynamic height is computed by dividing the NAVD 88
 JB1199.geopotential number by the normal gravity value computed on the
 JB1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1199.degrees latitude (g = 980.6199 gals.).
 JB1199
 JB1199.The modeled gravity was interpolated from observed gravity values.
 JB1199
 JB1199;                    North         East    Units  Estimated Accuracy
 JB1199;SPC IL E     -   184,340.      234,710.      MT  (+/- 180 meters Scaled)
 JB1199
 JB1199                          SUPERSEDED SURVEY CONTROL
 JB1199
 JB1199  NGVD 29 (??/??/92)  151.176  (m)          495.98   (f) ADJ UNCH    2 0
 JB1199
 JB1199.Superseded values are not recommended for survey control.
 JB1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1199.See file dsdata.txt to determine how the superseded data were derived.
 JB1199
 JB1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH181439(NAD 83)
 JB1199_MARKER: DZ = AZIMUTH MARK DISK
 JB1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1199_STAMPING: LAWN 1961
 JB1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1199+STABILITY: SURFACE MOTION
 JB1199
 JB1199  HISTORY     - Date     Condition        Report By
 JB1199  HISTORY     - 1961     MONUMENTED       CGS
 JB1199
 JB1199                          STATION DESCRIPTION
 JB1199
 JB1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1199'2.6 MI W FROM WOODLAWN.
 JB1199'ABOUT 0.15 MILE NORTH ALONG AN ASPHALT PAVED ROAD FROM THE
 JB1199'WOODLAWN GRADE SCHOOL IN WOODLAWN, THENCE 2.5 MILES WEST ALONG
 JB1199'AN OILED AND GRAVELED ROAD, ABOUT 0.2 MILE WEST OF A NORTH-SOUTH
 JB1199'OILED CROSS ROAD, 16 FEET NORTH OF THE CENTER OF THE ROAD, 85
 JB1199'FEET NORTH OF THE NORTH RAIL OF THE LOUISVILLE AND NASHVILLE
 JB1199'RAILROAD, 61 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTH
 JB1199'OF A FENCE, 3.1 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 1 FOOT
 JB1199'SOUTH OF A FENCE, 3.1 FEET EAST-SOUTHEAST OF A METAL WITNESS
 JB1199'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JB1199'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1198 ***********************************************************************
 JB1198  DESIGNATION -  LAWN RM 1
 JB1198  PID         -  JB1198
 JB1198  STATE/COUNTY-  IL/JEFFERSON
 JB1198  USGS QUAD   -  WOODLAWN (1974)
 JB1198
 JB1198                         *CURRENT SURVEY CONTROL
 JB1198  ___________________________________________________________________
 JB1198* NAD 83(1986)-  38 19 30.     (N)    089 05 07.     (W)     SCALED    
 JB1198* NAVD 88     -       154.492  (meters)     506.86   (feet)  ADJUSTED  
 JB1198  ___________________________________________________________________
 JB1198  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1198  DYNAMIC HT  -         154.394 (meters)     506.54  (feet)  COMP
 JB1198  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 JB1198
 JB1198  VERT ORDER  -  SECOND    CLASS 0
 JB1198
 JB1198.The horizontal coordinates were scaled from a topographic map and have
 JB1198.an estimated accuracy of +/- 6 seconds.
 JB1198
 JB1198.The orthometric height was determined by differential leveling
 JB1198.and adjusted by the National Geodetic Survey in June 1991..
 JB1198
 JB1198.The geoid height was determined by GEOID03.
 JB1198
 JB1198.The dynamic height is computed by dividing the NAVD 88
 JB1198.geopotential number by the normal gravity value computed on the
 JB1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1198.degrees latitude (g = 980.6199 gals.).
 JB1198
 JB1198.The modeled gravity was interpolated from observed gravity values.
 JB1198
 JB1198;                    North         East    Units  Estimated Accuracy
 JB1198;SPC IL E     -   184,320.      234,250.      MT  (+/- 180 meters Scaled)
 JB1198
 JB1198                          SUPERSEDED SURVEY CONTROL
 JB1198
 JB1198  NGVD 29 (??/??/92)  154.600  (m)          507.22   (f) ADJ UNCH    2 0
 JB1198
 JB1198.Superseded values are not recommended for survey control.
 JB1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1198.See file dsdata.txt to determine how the superseded data were derived.
 JB1198
 JB1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH177439(NAD 83)
 JB1198_MARKER: DR = REFERENCE MARK DISK
 JB1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1198_STAMPING: LAWN NO 1 1961
 JB1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1198+STABILITY: SURFACE MOTION
 JB1198
 JB1198  HISTORY     - Date     Condition        Report By
 JB1198  HISTORY     - 1961     MONUMENTED       CGS
 JB1198
 JB1198                          STATION DESCRIPTION
 JB1198
 JB1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1198'3 MI W FROM WOODLAWN.
 JB1198'ABOUT 0.15 MILE NORTH ALONG AN ASPHALT PAVED ROAD FROM THE
 JB1198'WOODLAWN GRADE SCHOOL IN WOODLAWN, THENCE 2.8 MILES WEST ALONG AN
 JB1198'OILED AND GRAVELED ROAD, ABOUT 0.10 MILE WEST OF A HOUSE NORTH
 JB1198'OF THE ROAD, AT A SHARP CURVE IN THE ROAD TO THE NORTH, 16 FEET
 JB1198'NORTH OF THE CENTER OF THE ROAD, 63 FEET EAST OF A TRIANGLE
 JB1198'BLAZED 12 INCH OAK TREE, 1 FOOT SOUTH OF A FENCE, 95.5 FEET
 JB1198'NORTHEAST OF TRAVERSE STATION LAWN, 115.5 FEET EAST-SOUTHEAST OF
 JB1198'A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 JB1198'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1196 ***********************************************************************
 JB1196  DESIGNATION -  LAWN RM 2
 JB1196  PID         -  JB1196
 JB1196  STATE/COUNTY-  IL/JEFFERSON
 JB1196  USGS QUAD   -  WOODLAWN (1974)
 JB1196
 JB1196                         *CURRENT SURVEY CONTROL
 JB1196  ___________________________________________________________________
 JB1196* NAD 83(1986)-  38 19 30.     (N)    089 05 07.     (W)     SCALED    
 JB1196* NAVD 88     -       155.329  (meters)     509.61   (feet)  ADJUSTED  
 JB1196  ___________________________________________________________________
 JB1196  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JB1196  DYNAMIC HT  -         155.230 (meters)     509.28  (feet)  COMP
 JB1196  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 JB1196
 JB1196  VERT ORDER  -  SECOND    CLASS 0
 JB1196
 JB1196.The horizontal coordinates were scaled from a topographic map and have
 JB1196.an estimated accuracy of +/- 6 seconds.
 JB1196
 JB1196.The orthometric height was determined by differential leveling
 JB1196.and adjusted by the National Geodetic Survey in June 1991..
 JB1196
 JB1196.The geoid height was determined by GEOID03.
 JB1196
 JB1196.The dynamic height is computed by dividing the NAVD 88
 JB1196.geopotential number by the normal gravity value computed on the
 JB1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1196.degrees latitude (g = 980.6199 gals.).
 JB1196
 JB1196.The modeled gravity was interpolated from observed gravity values.
 JB1196
 JB1196;                    North         East    Units  Estimated Accuracy
 JB1196;SPC IL E     -   184,320.      234,250.      MT  (+/- 180 meters Scaled)
 JB1196
 JB1196                          SUPERSEDED SURVEY CONTROL
 JB1196
 JB1196  NGVD 29 (??/??/92)  155.437  (m)          509.96   (f) ADJ UNCH    2 0
 JB1196
 JB1196.Superseded values are not recommended for survey control.
 JB1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1196.See file dsdata.txt to determine how the superseded data were derived.
 JB1196
 JB1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH177439(NAD 83)
 JB1196_MARKER: DR = REFERENCE MARK DISK
 JB1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1196_STAMPING: LAWN NO 2 1961
 JB1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1196+STABILITY: SURFACE MOTION
 JB1196
 JB1196  HISTORY     - Date     Condition        Report By
 JB1196  HISTORY     - 1961     MONUMENTED       CGS
 JB1196
 JB1196                          STATION DESCRIPTION
 JB1196
 JB1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1196'3 MI W FROM WOODLAWN.
 JB1196'ABOUT 0.15 MILE NORTH ALONG AN ASPHALT PAVED ROAD FROM THE
 JB1196'WOODLAWN GRADE SCHOOL IN WOODLAWN, THENCE 2.8 MILES WEST ALONG AN
 JB1196'OILED AND GRAVELED ROAD, ABOUT 0.10 MILE WEST OF A FARM HOUSE
 JB1196'NORTH OF THE ROAD, AT A SHARP CURVE IN THE ROAD TO THE NORTH, 14
 JB1196'FEET WEST OF THE CENTER OF THE ROAD, 66 FEET NORTHWEST OF A
 JB1196'TRIANGLE BLAZED 12 INCH OAK TREE, 94.5 FEET NORTH-NORTHWEST OF
 JB1196'TRAVERSE STATION LAWN, 1.9 FEET SOUTH OF A METAL WITNESS POST,
 JB1196'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JB1196'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1075 ***********************************************************************
 LC1075  DESIGNATION -  LAWNDALE
 LC1075  PID         -  LC1075
 LC1075  STATE/COUNTY-  IL/LOGAN
 LC1075  USGS QUAD   -  LINCOLN EAST (1980)
 LC1075
 LC1075                         *CURRENT SURVEY CONTROL
 LC1075  ___________________________________________________________________
 LC1075* NAD 83(1997)-  40 13 07.05260(N)    089 16 32.30053(W)     ADJUSTED  
 LC1075* NAVD 88     -       181.342  (meters)     594.95   (feet)  ADJUSTED  
 LC1075  ___________________________________________________________________
 LC1075  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 LC1075  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1075  DYNAMIC HT  -         181.249 (meters)     594.65  (feet)  COMP
 LC1075  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 LC1075
 LC1075  HORZ ORDER  -  SECOND
 LC1075  VERT ORDER  -  SECOND    CLASS 0
 LC1075
 LC1075.The horizontal coordinates were established by classical geodetic methods
 LC1075.and adjusted by the National Geodetic Survey in October 1999..
 LC1075
 LC1075.The orthometric height was determined by differential leveling
 LC1075.and adjusted by the National Geodetic Survey in June 1991..
 LC1075
 LC1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1075
 LC1075.The geoid height was determined by GEOID03.
 LC1075
 LC1075.The dynamic height is computed by dividing the NAVD 88
 LC1075.geopotential number by the normal gravity value computed on the
 LC1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1075.degrees latitude (g = 980.6199 gals.).
 LC1075
 LC1075.The modeled gravity was interpolated from observed gravity values.
 LC1075
 LC1075;                    North         East     Units Scale Factor Converg.
 LC1075;SPC IL W     -   394,642.656   775,841.125   MT  1.00001196   +0 34 31.3
 LC1075;SPC IL W     - 1,294,756.78  2,545,405.42   sFT  1.00001196   +0 34 31.3
 LC1075;SPC IL E     -   394,701.100   219,791.489   MT  1.00005416   -0 36 30.5
 LC1075;SPC IL E     - 1,294,948.53    721,099.24   sFT  1.00005416   -0 36 30.5
 LC1075;UTM  16      - 4,454,506.672   306,364.481   MT  1.00006158   -1 28 11.5
 LC1075
 LC1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1075!SPC IL W     -   0.99997665  x   1.00001196  =   0.99998861
 LC1075!SPC IL E     -   0.99997665  x   1.00005416  =   1.00003081
 LC1075!UTM  16      -   0.99997665  x   1.00006158  =   1.00003823
 LC1075
 LC1075:                Primary Azimuth Mark                     Grid Az
 LC1075:SPC IL W     -  LAWNDALE AZ MK                           161 53 27.6
 LC1075:SPC IL E     -  LAWNDALE AZ MK                           163 04 29.4
 LC1075:UTM  16      -  LAWNDALE AZ MK                           163 56 10.4
 LC1075
 LC1075|---------------------------------------------------------------------|
 LC1075| PID    Reference Object                     Distance      Geod. Az  |
 LC1075|                                                           dddmmss.s |
 LC1075| CI7677 LAWNDALE AZ MK                                     1622758.9 |
 LC1075| LC1074 LAWNDALE RM 1                        22.730 METERS 18718     |
 LC1075| LC1918 LINCOLN STETSON CHINA CO TANK       APPROX. 9.8 KM 2234142.3 |
 LC1075| CI7678 LAWNDALE AZ MK 2                                   2574527.0 |
 LC1075| LC1076 LAWNDALE RM 2                        23.950 METERS 26826     |
 LC1075|---------------------------------------------------------------------|
 LC1075
 LC1075                          SUPERSEDED SURVEY CONTROL
 LC1075
 LC1075  NAD 83(1986)-  40 13 07.06421(N)    089 16 32.29732(W) AD(       ) 2
 LC1075  NAD 27      -  40 13 06.91660(N)    089 16 31.96230(W) AD(       ) 2
 LC1075  NGVD 29 (??/??/92)  181.417  (m)          595.20   (f) ADJ UNCH    2 0
 LC1075
 LC1075.Superseded values are not recommended for survey control.
 LC1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1075.See file dsdata.txt to determine how the superseded data were derived.
 LC1075
 LC1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0636454507(NAD 83)
 LC1075_MARKER: DE = TRAVERSE STATION DISK
 LC1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1075_STAMPING: LAWNDALE 1960
 LC1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1075+STABILITY: SURFACE MOTION
 LC1075
 LC1075  HISTORY     - Date     Condition        Report By
 LC1075  HISTORY     - 1960     MONUMENTED       CGS
 LC1075  HISTORY     - 1960     GOOD             CGS
 LC1075  HISTORY     - 1960     GOOD             NGS
 LC1075  HISTORY     - 1966     GOOD             CGS
 LC1075  HISTORY     - 1969     GOOD             CGS
 LC1075  HISTORY     - 1969     GOOD             ILDT
 LC1075  HISTORY     - 1971     GOOD             NGS
 LC1075
 LC1075                          STATION DESCRIPTION
 LC1075
 LC1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 LC1075'STATION IS LOCATED ABOUT 3-3/4 MILES SW OF ATLANTA, 0.25
 LC1075'MILES EAST OF LAWNDALE AND ON PASTURE LAND FARMED BY WILBUR
 LC1075'KNOLLENBERG.
 LC1075'
 LC1075'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND LAWNDALE
 LC1075'ROAD, JUST EAST OF THE GRAIN ELEVATOR IN LAWNDALE, GO EAST
 LC1075'THEN SOUTHEAST FOR 0.25 MILE TO STATION ON LEFT IN PASTURE
 LC1075'AS DESCRIBED.
 LC1075'
 LC1075'STATION MARK, A STANDARD TRAVERSE DISK STAMPED LAWNDALE 1960,
 LC1075'IS SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST WHICH
 LC1075'IS SET 15 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK
 LC1075'IS 36.4 FEET NORTHEAST OF THE CENTER OF ROAD, 35.5 FEET NORTH
 LC1075'OF THE NORTH END OF GATE, 22 FEET NORTHWEST OF A LARGE TRIANGLE
 LC1075'BLAZED TREE, 24.5 FEET EAST OF A LARGE TRIANGLE BLAZED TREE
 LC1075'AND 16.4 FEET NORTHEAST OF THE WITNESS POST AND FENCE.
 LC1075'
 LC1075'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED LAWNDALE
 LC1075'NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1075'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC1075'MARK IS 62.8 FEET SOUTH OF THE WITNESS POST, 43 FEET SW OF
 LC1075'THE CENTER OF GATE, 20 FEET SW OF THE CENTER OF ROAD AND 1
 LC1075'FOOT NE OF FENCE.
 LC1075'
 LC1075'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED LAWNDALE
 LC1075'NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LC1075'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LC1075'MARK IS 67.3 FEET W OF THE WITNESS POST, 55.4 FEET W-SW OF
 LC1075'A LARGE TRIANGLE BLAZED TREE, 20.5 FEET SW OF CENTER OF ROAD
 LC1075'AND 1 FOOT NE OF FENCE.
 LC1075'
 LC1075'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED LAWNDALE
 LC1075'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 LC1075'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 LC1075'IS 35 FEET S OF A TELEPHONE POLE, 23 FEET E OF THE CENTER OF
 LC1075'ROAD, 23 FEET N OF THE CENTER OF FIELD ENTRANCE, 2 FEET N-NW
 LC1075'OF THE WITNESS POST AND 1 FOOT W OF THE FENCE.
 LC1075'
 LC1075'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SE OF GRAVELED
 LC1075'ROAD FOR 0.2 MILE TO ROAD FORK, TAKE RIGHT TURN AND GO S
 LC1075'FOR 0.2 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 LC1075'
 LC1075'HEIGHT OF LIGHT ABOVE STATION MARK 26.53 METERS.
 LC1075
 LC1075                          STATION RECOVERY (1960)
 LC1075
 LC1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LC1075'5 MI NE FROM LINCOLN.
 LC1075'ABOUT 4.75 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS
 LC1075'JUNCTION WITH BUSINESS ROUTE 66 IN THE NORTH PART OF LINCOLN,
 LC1075'THENCE 0.2 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT
 LC1075'0.2 MILES EAST OF THE SMALL COMMUNITY OF LAWNDALE, AT A FIELD
 LC1075'ENTRANCE NORTH OF THE ROAD, 38 FEET NORTH OF THE CENTER LINE OF
 LC1075'THE ROAD, 16 FEET NORTH OF A FENCE, 27.5 FEET NORTHEAST OF A
 LC1075'FENCE CORNER, 35 FEET NORTHWEST OF THE WEST END OF A BOARD GATE,
 LC1075'25 FEET NORTHEAST OF A BLAZED 36 INCH WALNUT TREE, 22 FEET WEST
 LC1075'OF A BLAZED 30 INCH WALNUT TREE, 16.4 FEET NORTH OF A METAL
 LC1075'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LC1075'CONCRETE POST 12 INCHES BELOW THE GROUND.
 LC1075
 LC1075                          STATION RECOVERY (1960)
 LC1075
 LC1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LC1075'RECOVERED IN GOOD CONDITION.
 LC1075
 LC1075                          STATION RECOVERY (1966)
 LC1075
 LC1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LC1075'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LC1075'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1960.
 LC1075'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 LC1075'WAS ADEQUATE FOR RECOVERY.
 LC1075
 LC1075                          STATION RECOVERY (1969)
 LC1075
 LC1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LC1075'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 LC1075'IS GOOD WITH THE BELOW.
 LC1075'
 LC1075'THE TREES AND GATE AT THE STATION MARK ARE GONE AND THE
 LC1075'MARK IS NOW IN A CULTIVATED FIELD, IT IS NOW 66 FEET NORTHWEST
 LC1075'OF A TELEPHONE POLE.
 LC1075'
 LC1075'REFERENCE MARK 1 IS 1 FOOT SOUTH OF A METAL WITNESS POST AND
 LC1075'THE FENCE IS GONE.
 LC1075'
 LC1075'REFERENCE MARK 2 IS 1 FOOT WEST OF A POWER POLE AND THE
 LC1075'FENCE IS GONE.
 LC1075'
 LC1075'THE AZIMUTH MARK AS DESCRIBED AND, 15 FEET WEST OF A POWER
 LC1075'POLE AND 14 FEET NORTH OF A FENCE CORNER.
 LC1075'
 LC1075'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1075'
 LC1075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILE
 LC1075'EAST OF LAWNDALE
 LC1075
 LC1075                          STATION RECOVERY (1969)
 LC1075
 LC1075'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 (HB)
 LC1075'RECOVERED BY DIVISION OF HIGHWAY
 LC1075'
 LC1075'LAWNDALE 1960-GOOD
 LC1075'
 LC1075'LAWNDALE NO 1 1960-GOOD
 LC1075'
 LC1075'LAWNDALE NO 2 1960-GOOD
 LC1075'
 LC1075'LAWNDALE 1960-GOOD
 LC1075
 LC1075                          STATION RECOVERY (1971)
 LC1075
 LC1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LC1075'ALL MARKS RECOVERED AND FOUND AS DESCRIBED AND IN GOOD CONDITION.
 LC1075'THE AZIMUTH MARK WAS IN THE WAY OF ROAD WORK AND WAS DESTROYED
 LC1075'AFTER A NEW ONE WAS SET.  NO ATTEMPT WAS MADE TO MEASURE OR
 LC1075'CUT IN THE MARKS SINCE THE STATION SITE IS UNDER CULTIVATION
 LC1075'AND WOULD MEAN DAMAGE TO CORN.
 LC1075'
 LC1075'THE 1971 AZIMUTH MARK IS A STANDARD DISK STAMPED LAWNDALE
 LC1075'1960 1971 SET IN A DRILL HOLE IN THE TOP AND NORTH END OF A
 LC1075'14 FOOT CONCRETE CULVERT, ON THE EAST SIDE OF AND ABOUT 6
 LC1075'FEET LOWER THAN THE HIGHWAY, 38 FEET EAST OF THE CENTERLINE
 LC1075'OF THE NORTH BOUND LANE OF U.S. HIGHWAY 66 AND 0.15 MILE
 LC1075'SOUTH OF THE INTERSECTION OF THE HIGHWAY AND LAWNDALE ROAD.
 LC1075'
 LC1075'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1075'
 LC1075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILE
 LC1075'EAST OF LAWNDALE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1074 ***********************************************************************
 LC1074  DESIGNATION -  LAWNDALE RM 1
 LC1074  PID         -  LC1074
 LC1074  STATE/COUNTY-  IL/LOGAN
 LC1074  USGS QUAD   -  LINCOLN EAST (1980)
 LC1074
 LC1074                         *CURRENT SURVEY CONTROL
 LC1074  ___________________________________________________________________
 LC1074* NAD 83(1986)-  40 13 06.     (N)    089 16 31.     (W)     SCALED    
 LC1074* NAVD 88     -       181.771  (meters)     596.36   (feet)  ADJUSTED  
 LC1074  ___________________________________________________________________
 LC1074  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1074  DYNAMIC HT  -         181.677 (meters)     596.05  (feet)  COMP
 LC1074  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 LC1074
 LC1074  VERT ORDER  -  SECOND    CLASS 0
 LC1074
 LC1074.The horizontal coordinates were scaled from a topographic map and have
 LC1074.an estimated accuracy of +/- 6 seconds.
 LC1074
 LC1074.The orthometric height was determined by differential leveling
 LC1074.and adjusted by the National Geodetic Survey in June 1991..
 LC1074
 LC1074.The geoid height was determined by GEOID03.
 LC1074
 LC1074.The dynamic height is computed by dividing the NAVD 88
 LC1074.geopotential number by the normal gravity value computed on the
 LC1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1074.degrees latitude (g = 980.6199 gals.).
 LC1074
 LC1074.The modeled gravity was interpolated from observed gravity values.
 LC1074
 LC1074;                    North         East    Units  Estimated Accuracy
 LC1074;SPC IL W     -   394,610.      775,870.      MT  (+/- 180 meters Scaled)
 LC1074
 LC1074                          SUPERSEDED SURVEY CONTROL
 LC1074
 LC1074  NGVD 29 (??/??/92)  181.846  (m)          596.61   (f) ADJ UNCH    2 0
 LC1074
 LC1074.Superseded values are not recommended for survey control.
 LC1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1074.See file dsdata.txt to determine how the superseded data were derived.
 LC1074
 LC1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK063544(NAD 83)
 LC1074_MARKER: DR = REFERENCE MARK DISK
 LC1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1074_STAMPING: LAWNDALE NO 1 1960
 LC1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1074+STABILITY: SURFACE MOTION
 LC1074
 LC1074  HISTORY     - Date     Condition        Report By
 LC1074  HISTORY     - 1960     MONUMENTED       CGS
 LC1074  HISTORY     - 1960     GOOD             NGS
 LC1074
 LC1074                          STATION DESCRIPTION
 LC1074
 LC1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1074'5 MI NE FROM LINCOLN.
 LC1074'ABOUT 4.75 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS
 LC1074'JUNCTION WITH BUSINESS ROUTE 66 IN THE NORTH PART OF LINCOLN,
 LC1074'THENCE 0.2 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT
 LC1074'0.2 MILES EAST OF THE SMALL COMMUNITY OF LAWNDALE, AT A FIELD
 LC1074'ENTRANCE NORTH OF THE ROAD, 21 FEET SOUTH OF THE CENTER LINE
 LC1074'OF THE ROAD, 0.5 FEET NORTH OF A FENCE, 5 FEET EAST OF THE
 LC1074'EXTENDED CENTER LINE OF THE FIELD ENTRANCE, 42 FEET SOUTH OF
 LC1074'THE EAST END OF A BOARD GATE, 64 FEET SOUTH SOUTHEAST OF A
 LC1074'BLAZED 30 INCH WALNUT TREE, 74.7 FEET SOUTHEAST OF TRAVERSE
 LC1074'STATION LAWNDALE, 63.0 FEET SOUTHEAST OF A METAL WITNESS POST,
 LC1074'1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 LC1074'CONCRETE POST PROJECTING 1 INCH.
 LC1074
 LC1074                          STATION RECOVERY (1960)
 LC1074
 LC1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LC1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1076 ***********************************************************************
 LC1076  DESIGNATION -  LAWNDALE RM 2
 LC1076  PID         -  LC1076
 LC1076  STATE/COUNTY-  IL/LOGAN
 LC1076  USGS QUAD   -  LINCOLN EAST (1980)
 LC1076
 LC1076                         *CURRENT SURVEY CONTROL
 LC1076  ___________________________________________________________________
 LC1076* NAD 83(1986)-  40 13 06.     (N)    089 16 31.     (W)     SCALED    
 LC1076* NAVD 88     -       181.798  (meters)     596.45   (feet)  ADJUSTED  
 LC1076  ___________________________________________________________________
 LC1076  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1076  DYNAMIC HT  -         181.705 (meters)     596.14  (feet)  COMP
 LC1076  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 LC1076
 LC1076  VERT ORDER  -  SECOND    CLASS 0
 LC1076
 LC1076.The horizontal coordinates were scaled from a topographic map and have
 LC1076.an estimated accuracy of +/- 6 seconds.
 LC1076
 LC1076.The orthometric height was determined by differential leveling
 LC1076.and adjusted by the National Geodetic Survey in June 1991..
 LC1076
 LC1076.The geoid height was determined by GEOID03.
 LC1076
 LC1076.The dynamic height is computed by dividing the NAVD 88
 LC1076.geopotential number by the normal gravity value computed on the
 LC1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1076.degrees latitude (g = 980.6199 gals.).
 LC1076
 LC1076.The modeled gravity was interpolated from observed gravity values.
 LC1076
 LC1076;                    North         East    Units  Estimated Accuracy
 LC1076;SPC IL W     -   394,610.      775,870.      MT  (+/- 180 meters Scaled)
 LC1076
 LC1076                          SUPERSEDED SURVEY CONTROL
 LC1076
 LC1076  NGVD 29 (??/??/92)  181.874  (m)          596.70   (f) ADJ UNCH    2 0
 LC1076
 LC1076.Superseded values are not recommended for survey control.
 LC1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1076.See file dsdata.txt to determine how the superseded data were derived.
 LC1076
 LC1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK063544(NAD 83)
 LC1076_MARKER: DR = REFERENCE MARK DISK
 LC1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1076_STAMPING: LAWNDALE NO 2 1960
 LC1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1076+STABILITY: SURFACE MOTION
 LC1076
 LC1076  HISTORY     - Date     Condition        Report By
 LC1076  HISTORY     - 1960     MONUMENTED       CGS
 LC1076  HISTORY     - 1960     GOOD             NGS
 LC1076
 LC1076                          STATION DESCRIPTION
 LC1076
 LC1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1076'5 MI NE FROM LINCOLN.
 LC1076'ABOUT 4.75 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS
 LC1076'JUNCTION WITH BUSINESS ROUTE 66 IN THE NORTH PART OF LINCOLN,
 LC1076'THENCE 0.2 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD, ABOUT
 LC1076'0.2 MILES EAST OF THE SMALL COMMUNTY OF LAWNDALE, AT A FIELD
 LC1076'ENTRANCE NORTH OF THE ROAD, 21 FEET SOUTH OF THE CENTER LINE
 LC1076'OF THE ROAD, 0.5 FEET NORTH OF A FENCE, 53 FEET SOUTHWEST OF A
 LC1076'FENCE CORNER, 79 FEET WEST OF THE EXTENDED CENTER LINE OF THE
 LC1076'FIELD ENTRANCE, 54 FEET SOUTHWEST OF A BLAZED 36 INCH WALNUT
 LC1076'TREE, 78.5 FEET SOUTHWEST OF TRAVERSE STATION LAWNDALE, 67.2
 LC1076'FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL
 LC1076'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC1076'1 INCH.
 LC1076
 LC1076                          STATION RECOVERY (1960)
 LC1076
 LC1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LC1076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1639 ***********************************************************************
 JA1639  CBN         -  This is a Cooperative Base Network Control Station.
 JA1639  DESIGNATION -  LAWRENCE
 JA1639  PID         -  JA1639
 JA1639  STATE/COUNTY-  IL/LAWRENCE
 JA1639  USGS QUAD   -  VINCENNES (1998)
 JA1639
 JA1639                         *CURRENT SURVEY CONTROL
 JA1639  ___________________________________________________________________
 JA1639* NAD 83(1997)-  38 42 27.97846(N)    087 31 55.93785(W)     ADJUSTED  
 JA1639* NAVD 88     -       157.687  (meters)     517.34   (feet)  ADJUSTED  
 JA1639  ___________________________________________________________________
 JA1639  X           -     214,590.638 (meters)                     COMP
 JA1639  Y           -  -4,979,154.972 (meters)                     COMP
 JA1639  Z           -   3,967,132.383 (meters)                     COMP
 JA1639  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JA1639  ELLIP HEIGHT-         125.91  (meters)          (10/15/04) GPS OBS
 JA1639  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JA1639  DYNAMIC HT  -         157.590 (meters)     517.03  (feet)  COMP
 JA1639  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 JA1639
 JA1639  HORZ ORDER  -  B
 JA1639  VERT ORDER  -  FIRST     CLASS II
 JA1639  ELLP ORDER  -  FOURTH    CLASS II
 JA1639
 JA1639.The horizontal coordinates were established by GPS observations
 JA1639.and adjusted by the National Geodetic Survey in April 1998..
 JA1639
 JA1639.The orthometric height was determined by differential leveling
 JA1639.and adjusted by the National Geodetic Survey in June 1991..
 JA1639
 JA1639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JA1639
 JA1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA1639
 JA1639.The ellipsoidal height was determined by GPS observations
 JA1639.and is referenced to NAD 83.
 JA1639
 JA1639.The geoid height was determined by GEOID03.
 JA1639
 JA1639.The dynamic height is computed by dividing the NAVD 88
 JA1639.geopotential number by the normal gravity value computed on the
 JA1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1639.degrees latitude (g = 980.6199 gals.).
 JA1639
 JA1639.The modeled gravity was interpolated from observed gravity values.
 JA1639
 JA1639;                    North         East     Units Scale Factor Converg.
 JA1639;SPC IL E     -   226,842.469   369,682.189   MT  1.00003477   +0 30 03.6
 JA1639;SPC IL E     -   744,232.33  1,212,865.65   sFT  1.00003477   +0 30 03.6
 JA1639;SPC IN W     -   384,151.971   860,957.640   MT  0.99998543   -0 16 50.5
 JA1639;SPC IN W     - 1,260,338.59  2,824,658.52   sFT  0.99998543   -0 16 50.5
 JA1639;UTM  16      - 4,284,482.916   453,726.330   MT  0.99962637   -0 19 58.2
 JA1639
 JA1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA1639!SPC IL E     -   0.99998024  x   1.00003477  =   1.00001501
 JA1639!SPC IN W     -   0.99998024  x   0.99998543  =   0.99996568
 JA1639!UTM  16      -   0.99998024  x   0.99962637  =   0.99960662
 JA1639
 JA1639|---------------------------------------------------------------------|
 JA1639| PID    Reference Object                     Distance      Geod. Az  |
 JA1639|                                                           dddmmss.s |
 JA1639| CG8765 LAWRENCE RM 1                        26.341 METERS 09354     |
 JA1639| JA2084 VINCENNES RAD KBU 406               APPROX. 3.1 KM 1262612.1 |
 JA1639| JA1952 VINCENNES UNIV TV WVUT              APPROX. 7.9 KM 1422221.3 |
 JA1639| JA1951 VINCENNES ST VINCENT SCH TANK       APPROX. 7.7 KM 1534035.4 |
 JA1639| JA2081 VINCENNES PACKAGING CORP STACK      APPROX. 2.5 KM 1693300.7 |
 JA1639| JA2085 VINCENNES ST FRANCIS CATH CH        APPROX. 3.2 KM 1825323.0 |
 JA1639| JA2086 VINCENNES BLACKFORD GLASS STK       APPROX. 3.9 KM 1860815.0 |
 JA1639| JA1638 LAWRENCE AZ MK                                     2812103.9 |
 JA1639| CG8766 LAWRENCE RM 2                        29.426 METERS 28539     |
 JA1639| JA2077 AIRPORT BCN LAWRENCEVILLE APT       APPROX. 8.7 KM 3131926.3 |
 JA1639|---------------------------------------------------------------------|
 JA1639
 JA1639                          SUPERSEDED SURVEY CONTROL
 JA1639
 JA1639  ELLIP H (04/10/98)  125.89   (m)                       GP(       ) 4 1
 JA1639  NAD 83(1986)-  38 42 27.98880(N)    087 31 55.93830(W) AD(       ) 2
 JA1639  NAD 27      -  38 42 27.81932(N)    087 31 55.85163(W) AD(       ) 2
 JA1639  NAVD 88 (04/10/98)  157.69   (m)          517.4    (f) LEVELING    3  
 JA1639
 JA1639.Superseded values are not recommended for survey control.
 JA1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1639.See file dsdata.txt to determine how the superseded data were derived.
 JA1639
 JA1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH5372684483(NAD 83)
 JA1639_MARKER: DS = TRIANGULATION STATION DISK
 JA1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1639_SP_SET: CONCRETE POST
 JA1639_STAMPING: LAWRENCE 1968
 JA1639_MARK LOGO: CGS   
 JA1639_PROJECTION: FLUSH
 JA1639_MAGNETIC: N = NO MAGNETIC MATERIAL
 JA1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1639+STABILITY: SURFACE MOTION
 JA1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JA1639+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1997
 JA1639
 JA1639  HISTORY     - Date     Condition        Report By
 JA1639  HISTORY     - 1968     MONUMENTED       CGS
 JA1639  HISTORY     - 1986     GOOD             NGS
 JA1639  HISTORY     - 19970228 GOOD             NGS
 JA1639  HISTORY     - 19970628 GOOD             NGS
 JA1639
 JA1639                          STATION DESCRIPTION
 JA1639
 JA1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA1639'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF VINCENNES, ON THE
 JA1639'SOUTH SIDE OF U S
 JA1639'HIGHWAY 50 AND ON THE HIGHWAY RIGHT OF WAY.
 JA1639'
 JA1639'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE
 JA1639'HIGHWAY 33 ABOUT
 JA1639'1.5 MILES NORTHWEST OF VINCENNES, GO EAST ON HIGHWAY
 JA1639'50 FOR 0.15 MILE TO THE AZIMUTH
 JA1639'MARK ON THE RIGHT.  CONTINUE EAST ON
 JA1639'HIGHWAY 50 FOR 1.15 MILES TO THE TOP OF A HILL AND
 JA1639'THE STATION ON THE
 JA1639'RIGHT AS DESCRIBED.
 JA1639'
 JA1639'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE MONUMENTS.
 JA1639'
 JA1639'STATION MARK, STAMPED LAWRENCE 1968 IS SET FLUSH WITH THE GROUND
 JA1639'SURFACE.  IT IS 87
 JA1639'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 JA1639'HIGHWAY 50, 81 FEET SOUTH OF THE
 JA1639'CENTER OF THE EAST BOUND LANE OF
 JA1639'HIGHWAY 50, 81 FEET NORTHWEST OF A PHILLIPS 66
 JA1639'SIGN AND 36 FEET EAST
 JA1639'OF THE CENTER OF A FIELD ROAD.
 JA1639'
 JA1639'R M NO 1, STAMPED LAWRENCE NO 1 1968 IS SET FLUSH WITH THE GROUND
 JA1639'SURFACE.  IT IS 76
 JA1639'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 JA1639'HIGHWAY 50 AND 66 FEET NORTHEAST OF
 JA1639'THE PHILLIPS 66 SIGN.
 JA1639'
 JA1639'RM NO 2, STAMPED LAWRENCE NO 2 1968 IS SET FLUSH WITH THE GROUND
 JA1639'SURFACE.  IT IS 75
 JA1639'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 JA1639'HIGHWAY 50 AND 57 FEET WEST OF THE
 JA1639'CENTER OF THE FIELD ROAD.
 JA1639'
 JA1639'AZIMUTH MARK, STAMPED LAWRENCE 1968 IS SET FLUSH WITH THE GROUND
 JA1639'SURFACE.  IT IS 39
 JA1639'FEET NORTH OF THE CENTER OF PAVED ROAD, 24 FEET
 JA1639'SOUTH OF THE CENTER OF THE EAST BOUND
 JA1639'LANE OF HIGHWAY 50 AND 4.7 FEET
 JA1639'EAST OF A METAL WITNESS POST.
 JA1639'
 JA1639'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JA1639
 JA1639                          STATION RECOVERY (1986)
 JA1639
 JA1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1639'8.2 KM (5.10 MI) NW FROM VINCENNES IN.
 JA1639'0.2 KM (0.1 MI) WEST ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 JA1639'STATION IN VINCENNES, INDIANA, THENCE 1.2 KM (0.75 MI) SOUTHWEST ALONG
 JA1639'6TH STREET, THENCE 4.8 KM (3.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50
 JA1639'BUSINESS, THENCE 2.0 KM (1.25 MI) EAST ALONG U.S. HIGHWAY 50, ON TOP
 JA1639'OF A SMALL HIGHWAY CUT, 26.3 M (86.3 FT) SOUTH OF THE CENTERLINE OF
 JA1639'THE EAST BOUND LANES OF THE HIGHWAY, 11.2 M (36.7 FT) EAST OF THE
 JA1639'CENTER OF A FIELD ENTRANCE, AND 8.2 M (26.9 FT) WEST-NORTHWEST OF A
 JA1639'FENCE CORNER.
 JA1639'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JA1639'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
 JA1639
 JA1639                          STATION RECOVERY (1997)
 JA1639
 JA1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JA1639'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) EAST OF LAWRENCEVILLE, 2
 JA1639'MI (3.2 KM) NORTHWEST OF VINCENNES, INDIANA, AND 0.7 MI (1.1 KM) WEST
 JA1639'OF THE ILLINOIS-INDIANA STATE LINE.  TO REACH FROM THE JUNCTION OF
 JA1639'U.S. ROUTE 50 AND STATE ROUTE 33 ABOUT 7 MI (11.3 KM) EAST OF
 JA1639'LAWRENCEVILLE AND 1.9 MI (3.1 KM) WEST OF THE STATE LINE, PROCEED EAST
 JA1639'ON ROUTE 50 FOR 1.2 MI (1.9 KM) TO THE STATION ON THE RIGHT, ON TOP OF
 JA1639'A CUT BANK, 26.3 M (86.3 FT) SOUTH OF AND ABOUT 3.5 M (11.5 FT) HIGHER
 JA1639'THAN THE CENTERLINE OF THE EASTBOUND LANES OF ROUTE 50, 11.2 M (36.7
 JA1639'FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 8.2 M (26.9 FT)
 JA1639'WEST-NORTHWEST OF A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTH OF A
 JA1639'FIBERGLASS WITNESS POST.
 JA1639
 JA1639                          STATION RECOVERY (1997)
 JA1639
 JA1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JA1639'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1638 ***********************************************************************
 JA1638  DESIGNATION -  LAWRENCE AZ MK
 JA1638  PID         -  JA1638
 JA1638  STATE/COUNTY-  IL/LAWRENCE
 JA1638  USGS QUAD   -  VINCENNES (1998)
 JA1638
 JA1638                         *CURRENT SURVEY CONTROL
 JA1638  ___________________________________________________________________
 JA1638* NAD 83(1986)-  38 42 39.     (N)    087 33 07.     (W)     SCALED    
 JA1638* NAVD 88     -       131.381  (meters)     431.04   (feet)  ADJUSTED  
 JA1638  ___________________________________________________________________
 JA1638  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JA1638  DYNAMIC HT  -         131.301 (meters)     430.78  (feet)  COMP
 JA1638  MODELED GRAV-     980,013.8   (mgal)                       NAVD 88
 JA1638
 JA1638  VERT ORDER  -  FIRST     CLASS II
 JA1638
 JA1638.The horizontal coordinates were scaled from a topographic map and have
 JA1638.an estimated accuracy of +/- 6 seconds.
 JA1638
 JA1638.The orthometric height was determined by differential leveling
 JA1638.and adjusted by the National Geodetic Survey in June 1991..
 JA1638
 JA1638.The geoid height was determined by GEOID03.
 JA1638
 JA1638.The dynamic height is computed by dividing the NAVD 88
 JA1638.geopotential number by the normal gravity value computed on the
 JA1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1638.degrees latitude (g = 980.6199 gals.).
 JA1638
 JA1638.The modeled gravity was interpolated from observed gravity values.
 JA1638
 JA1638;                    North         East    Units  Estimated Accuracy
 JA1638;SPC IL E     -   227,170.      367,960.      MT  (+/- 180 meters Scaled)
 JA1638
 JA1638                          SUPERSEDED SURVEY CONTROL
 JA1638
 JA1638.No superseded survey control is available for this station.
 JA1638
 JA1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH520848(NAD 83)
 JA1638_MARKER: DZ = AZIMUTH MARK DISK
 JA1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1638_SP_SET: CONCRETE POST
 JA1638_STAMPING: LAWRENCE 1968
 JA1638_MARK LOGO: CGS   
 JA1638_PROJECTION: FLUSH
 JA1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1638+STABILITY: SURFACE MOTION
 JA1638
 JA1638  HISTORY     - Date     Condition        Report By
 JA1638  HISTORY     - 1968     MONUMENTED       CGS
 JA1638  HISTORY     - 1986     GOOD             NGS
 JA1638
 JA1638                          STATION DESCRIPTION
 JA1638
 JA1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1638'1.4 KM (0.85 MI) SW FROM VINCENNES IN.
 JA1638'0.2 KM (0.1 MI) WEST ALONG THE CHESSIE SYSTEM RAILROAD FROM THE
 JA1638'STATION IN VINCENNES, INDIANA, THENCE 1.2 KM (0.75 MI) SOUTHWEST ALONG
 JA1638'6TH STREET, THENCE 4.8 KM (3.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50
 JA1638'BUSINESS, THENCE 0.2 KM (0.1 MI) EAST ALONG U.S. HIGHWAY 50, 14.9 M
 JA1638'(48.9 FT) WEST OF A HIGHWAY INFORMATION SIGN, 11.6 M (38.1 FT) NORTH
 JA1638'OF THE CENTER OF THE EAST BOUND ON RAMP TO U.S. HIGHWAY 50, AND 7.3 M
 JA1638'(24.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 JA1638'HIGHWAY.
 JA1638'THE MARK IS 1.6 METERS  E FROM  A WITNESS POST
 JA1638'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0689 ***********************************************************************
 MF0689  DESIGNATION -  LAWRENCE RM
 MF0689  PID         -  MF0689
 MF0689  STATE/COUNTY-  IL/LA SALLE
 MF0689  USGS QUAD   -  TROY GROVE (1993)
 MF0689
 MF0689                         *CURRENT SURVEY CONTROL
 MF0689  ___________________________________________________________________
 MF0689* NAD 83(1986)-  41 24 39.     (N)    089 06 59.     (W)     SCALED    
 MF0689* NAVD 88     -       202.782  (meters)     665.29   (feet)  ADJUSTED  
 MF0689  ___________________________________________________________________
 MF0689  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0689  DYNAMIC HT  -         202.702 (meters)     665.03  (feet)  COMP
 MF0689  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 MF0689
 MF0689  VERT ORDER  -  FIRST     CLASS II
 MF0689
 MF0689.The horizontal coordinates were scaled from a topographic map and have
 MF0689.an estimated accuracy of +/- 6 seconds.
 MF0689
 MF0689.The orthometric height was determined by differential leveling
 MF0689.and adjusted by the National Geodetic Survey in June 1991..
 MF0689
 MF0689.The geoid height was determined by GEOID03.
 MF0689
 MF0689.The dynamic height is computed by dividing the NAVD 88
 MF0689.geopotential number by the normal gravity value computed on the
 MF0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0689.degrees latitude (g = 980.6199 gals.).
 MF0689
 MF0689.The modeled gravity was interpolated from observed gravity values.
 MF0689
 MF0689;                    North         East    Units  Estimated Accuracy
 MF0689;SPC IL E     -   526,960.      234,530.      MT  (+/- 180 meters Scaled)
 MF0689
 MF0689                          SUPERSEDED SURVEY CONTROL
 MF0689
 MF0689  NGVD 29 (??/??/92)  202.833  (m)          665.46   (f) ADJ UNCH    1 2
 MF0689
 MF0689.Superseded values are not recommended for survey control.
 MF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0689.See file dsdata.txt to determine how the superseded data were derived.
 MF0689
 MF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL231865(NAD 83)
 MF0689_MARKER: DR = REFERENCE MARK DISK
 MF0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0689_STAMPING: LAWRENCE 1920
 MF0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0689+STABILITY: SURFACE MOTION
 MF0689
 MF0689  HISTORY     - Date     Condition        Report By
 MF0689  HISTORY     - 1920     MONUMENTED       CGS
 MF0689  HISTORY     - 1969     POOR             NGS
 MF0689  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0689  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0689
 MF0689                          STATION DESCRIPTION
 MF0689
 MF0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0689'6.2 MI N FROM LA SALLE.
 MF0689'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0689'LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0689'STATE HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS
 MF0689'AVENUE WHICH IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST
 MF0689'ALONG OLD U.S. HIGHWAY 51, THENCE 3.1 MILES NORTH ALONG THE ILLINOIS
 MF0689'CENTRAL RAILROAD, 0.15 MILE NORTH OF MILEPOST 862, 78 1/2 FEET
 MF0689'SOUTHEAST OF THE CENTER OF THE CROSSING OF THE RAILROAD AND
 MF0689'COUNTY ROAD NUMBER 33, 45 1/2 FEET EAST OF THE EAST RAIL, 63 FEET
 MF0689'SOUTH OF THE CENTER LINE OF THE ROAD, 40.8 FEET NORTH OF LA SALLE
 MF0689'SB R.M. 2, 2 FEET WEST OF A FENCE, 2.0 FEET WEST OF A METAL
 MF0689'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MF0689'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 21, T34N,
 MF0689'R 1E.  NOTE-- THE POST IS SET SHALLOW AND IS LOOSE.  THIS MARK
 MF0689'WAS NOT LEVELED TO BY THIS PARTY IN 1969.
 MF0689
 MF0689                          STATION RECOVERY (1997)
 MF0689
 MF0689'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0689'MARK NOT FOUND.
 MF0689
 MF0689                          STATION RECOVERY (2002)
 MF0689
 MF0689'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2101 ***********************************************************************
 JA2101  DESIGNATION -  LAWRENCEVILLE
 JA2101  PID         -  JA2101
 JA2101  STATE/COUNTY-  IL/LAWRENCE
 JA2101  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA2101
 JA2101                         *CURRENT SURVEY CONTROL
 JA2101  ___________________________________________________________________
 JA2101* NAD 83(1997)-  38 43 38.65300(N)    087 41 35.28168(W)     ADJUSTED  
 JA2101* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 JA2101  ___________________________________________________________________
 JA2101  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JA2101  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JA2101
 JA2101  HORZ ORDER  -  SECOND
 JA2101
 JA2101.The horizontal coordinates were established by classical geodetic methods
 JA2101.and adjusted by the National Geodetic Survey in October 1999..
 JA2101
 JA2101.The orthometric height was scaled from a topographic map.
 JA2101
 JA2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2101
 JA2101.The geoid height was determined by GEOID03.
 JA2101
 JA2101;                    North         East     Units Scale Factor Converg.
 JA2101;SPC IL E     -   228,911.667   355,669.214   MT  1.00001315   +0 24 01.9
 JA2101;SPC IL E     -   751,021.03  1,166,891.41   sFT  1.00001315   +0 24 01.9
 JA2101;SPC IN W     -   386,412.127   846,974.633   MT  1.00000128   -0 22 53.4
 JA2101;SPC IN W     - 1,267,753.79  2,778,782.61   sFT  1.00000128   -0 22 53.4
 JA2101;UTM  16      - 4,286,754.979   439,750.388   MT  0.99964470   -0 26 01.1
 JA2101
 JA2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2101!SPC IL E     -   0.99998175  x   1.00001315  =   0.99999490
 JA2101!SPC IN W     -   0.99998175  x   1.00000128  =   0.99998303
 JA2101!UTM  16      -   0.99998175  x   0.99964470  =   0.99962646
 JA2101
 JA2101|---------------------------------------------------------------------|
 JA2101| PID    Reference Object                     Distance      Geod. Az  |
 JA2101|                                                           dddmmss.s |
 JA2101| JA1370 LAWRENCEVILLE RM 1                   41.994 METERS 01925     |
 JA2101| JA2099 LAWRENCEVILLE MUNICIPAL TANK        APPROX. 0.9 KM 0581441.4 |
 JA2101| JA2100 LAWRENCEVILLE COURTHOUSE DOME       APPROX. 0.9 KM 0775701.2 |
 JA2101| JA2096 LAWRENCEVILLE RAD WAKO N MAST       APPROX. 3.5 KM 0961827.7 |
 JA2101| JA2098 LAWRENCEVILLE MICROWAV KSF 531      APPROX. 1.2 KM 1660843.8 |
 JA2101| JA2094 LAWRENCEVILLE UNIV CATV MAST        APPROX. 2.8 KM 2492820.0 |
 JA2101| JA1373 LAWRENCEVILLE RM 2                   29.381 METERS 25953     |
 JA2101| JA2104 BRIDGEPORT RAD KSC 611              APPROX. 5.7 KM 2610842.0 |
 JA2101| JA1651 LAWRENCEVILLE AZ MK                                2785658.6 |
 JA2101| JA2097 LAWRENCEVILLE MICROWAVE KSN 52      APPROX. 1.2 KM 3154756.6 |
 JA2101|---------------------------------------------------------------------|
 JA2101
 JA2101                          SUPERSEDED SURVEY CONTROL
 JA2101
 JA2101  NAD 83(1997)-  38 43 38.65346(N)    087 41 35.28078(W) AD(       ) 2
 JA2101  NAD 83(1986)-  38 43 38.66244(N)    087 41 35.28096(W) AD(       ) 2
 JA2101  NAD 27      -  38 43 38.49208(N)    087 41 35.18319(W) AD(       ) 2
 JA2101
 JA2101.Superseded values are not recommended for survey control.
 JA2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2101.See file dsdata.txt to determine how the superseded data were derived.
 JA2101
 JA2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3975086755(NAD 83)
 JA2101_MARKER: DS = TRIANGULATION STATION DISK
 JA2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2101_MARK LOGO: CGS   
 JA2101
 JA2101  HISTORY     - Date     Condition        Report By
 JA2101  HISTORY     - 1968     MONUMENTED       CGS
 JA2101  HISTORY     - 1970     GOOD             MGA
 JA2101
 JA2101                          STATION DESCRIPTION
 JA2101
 JA2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2101'STATION IS LOCATED IN THE WEST SECTION OF LAWRENCEVILLE, ON
 JA2101'LAWRENCEVILLE
 JA2101'COUNTY MEMORIAL HOSPITAL GROUNDS, ON THE NORTH SIDE OF
 JA2101'LEXINGTON AVENUE AND PERMISSION
 JA2101'WAS OBTAINED FROM MR WILLIAM A DEEMS
 JA2101'HOSPITAL ADMINISTRATOR.
 JA2101'
 JA2101'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 JA2101'LAWRENCEVILLE, GO
 JA2101'WEST ON BUSINESS ROUTE 50 FOR 0.25 MILE TO THE
 JA2101'JUNCTION OF STATE HIGHWAY 1, TURN
 JA2101'LEFT AND GO SOUTH ON STATE HIGHWAY
 JA2101'1 FOR 0.2 MILE TO LEXINGTON AVENUE.  TURN RIGHT AND
 JA2101'GO WESTERLY ON
 JA2101'LEXINGTON AVENUE FOR 0.35 MILE TO THE SOUTH ENTRANCE TO HOSPITAL AND
 JA2101'STATION ON RIGHT AS DESCRIBED.
 JA2101'
 JA2101'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA2101'
 JA2101'STATION MARK, STAMPED LAWRENCEVILLE 1968, IS SET FLUSH.  IT IS 104
 JA2101'FEET WEST OF THE
 JA2101'SOUTHWEST CORNER OF A RED BRICK HOUSE, 60.5 FEET
 JA2101'NORTH OF CENTER OF LEXINGTON
 JA2101'AVENUE, 39 FEET EAST OF CENTER OF
 JA2101'DRIVEWAY TO HOSPITAL AND 23.4 FEET WEST OF
 JA2101'CENTER OF GRAVELED DRIVEWAY.
 JA2101'
 JA2101'RM 1, STAMPED LAWRENCEVILLE NO 1 1968, IS SET 2 INCHES BELOW THE
 JA2101'SURFACE OF THE
 JA2101'GROUND.  IT IS 76 FEET SOUTHWEST OFM THE SOUTHWEST
 JA2101'CORNER OF A HOUSE PAINTED WHITE,
 JA2101'48.6 FEET WEST OF A TWIN TRUNK PINE
 JA2101'TREE, 8 FEET WEST OF CENTER OF GRAVELED DRIVEWAY
 JA2101'AND 8 INCHES SOUTH
 JA2101'OF A 4 BY 4 INCH CONCRETE RIGHT-OF-WAY MARKER.
 JA2101'
 JA2101'RM 2, STAMPED LAWRENCEVILLE NO 2 1968, IS SET FLUSH.  IT IS 53 FEET
 JA2101'WEST OF CENTER OF
 JA2101'DRIVEWAY TO HOSPITAL, 24 FEET NORTH OF CENTER OF
 JA2101'LEXINGTON AVENUE AND 2 FEET EAST OF POWER POLE.
 JA2101'
 JA2101'AZIMUTH MARK, STAMPED LAWRENCEVILLE 1968, IS SET FLUSH.  IT IS 95
 JA2101'FEET SOUTHEAST OF
 JA2101'T JUNCTION OF STATE HIGHWAY 250 AND LEXINGTON
 JA2101'AVENUE, 33 FEET SOUTH OF CENTER OF
 JA2101'LEXINGTON AVENUE, 28.5 FEET EAST
 JA2101'OF FIRE HYDRANT, 16 FEET WEST OF CENTER OF DRIVEWAY
 JA2101'AND 2 FEET SOUTH
 JA2101'OF POWER LINE POLE.
 JA2101'
 JA2101'TO REACH THE AZIMUTH MARK FROM STATION, GO WESTERLY ON LEXINGTON
 JA2101'AVENUE FOR 0.3
 JA2101'MILE TO DRIVEWAY ON LEFT JUST BEFORE REACHING STATE
 JA2101'HIGHWAY 250 AND MARK ON LEFT AS DESCRIBED.
 JA2101'
 JA2101'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JA2101
 JA2101                          STATION RECOVERY (1970)
 JA2101
 JA2101'RECOVERY NOTE BY MOORE GARDNER AND ASSOCIATES 1970 (JR)
 JA2101'LAWRENCEVILLE, 1968 RECOVERED GOOD.
 JA2101'
 JA2101'LAWRENCEVILLE NO. 1 RECOVERED GOOD.
 JA2101'
 JA2101'LAWRENCEVILLE NO. 2 RECOVERED GOOD.
 JA2101'
 JA2101'AZ. MARK - LAWRENCEVILLE RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6928 ***********************************************************************
 DE6928  DESIGNATION -  LAWRENCEVILLE AZ
 DE6928  PID         -  DE6928
 DE6928  STATE/COUNTY-  IL/LAWRENCE
 DE6928  USGS QUAD   -  BIRDS (1964)
 DE6928
 DE6928                         *CURRENT SURVEY CONTROL
 DE6928  ___________________________________________________________________
 DE6928* NAD 83(1997)-  38 46 05.54146(N)    087 41 04.58394(W)     ADJUSTED  
 DE6928* NAVD 88     -       134.8    (meters)     442.     (feet)  GPS OBS   
 DE6928  ___________________________________________________________________
 DE6928  X           -     201,175.459 (meters)                     COMP
 DE6928  Y           -  -4,975,495.655 (meters)                     COMP
 DE6928  Z           -   3,972,351.230 (meters)                     COMP
 DE6928  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DE6928  ELLIP HEIGHT-         103.16  (meters)          (02/03/05) GPS OBS
 DE6928  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DE6928
 DE6928  HORZ ORDER  -  FIRST
 DE6928  ELLP ORDER  -  FOURTH    CLASS II
 DE6928
 DE6928.The horizontal coordinates were established by GPS observations
 DE6928.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6928
 DE6928.The orthometric height was determined by GPS observations and a
 DE6928.high-resolution geoid model.
 DE6928
 DE6928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6928
 DE6928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6928
 DE6928.The ellipsoidal height was determined by GPS observations
 DE6928.and is referenced to NAD 83.
 DE6928
 DE6928.The geoid height was determined by GEOID03.
 DE6928
 DE6928;                    North         East     Units Scale Factor Converg.
 DE6928;SPC IL E     -   233,446.332   356,378.608   MT  1.00001413   +0 24 22.4
 DE6928;SPC IL E     -   765,898.51  1,169,218.82   sFT  1.00001413   +0 24 22.4
 DE6928;UTM  16      - 4,291,277.159   440,525.468   MT  0.99964356   -0 25 43.3
 DE6928
 DE6928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6928!SPC IL E     -   0.99998381  x   1.00001413  =   0.99999794
 DE6928!UTM  16      -   0.99998381  x   0.99964356  =   0.99962738
 DE6928
 DE6928:                Primary Azimuth Mark                     Grid Az
 DE6928:SPC IL E     -  LAWRENCEVILLE YRD                        141 42 08.0
 DE6928:UTM  16      -  LAWRENCEVILLE YRD                        142 32 13.7
 DE6928
 DE6928|---------------------------------------------------------------------|
 DE6928| PID    Reference Object                     Distance      Geod. Az  |
 DE6928|                                                           dddmmss.s |
 DE6928| DE6927 LAWRENCEVILLE YRD                   APPROX. 0.6 KM 1420630.4 |
 DE6928|---------------------------------------------------------------------|
 DE6928
 DE6928                          SUPERSEDED SURVEY CONTROL
 DE6928
 DE6928  ELLIP H (08/21/02)  103.18   (m)                       GP(       ) 3 1
 DE6928
 DE6928.Superseded values are not recommended for survey control.
 DE6928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6928.See file dsdata.txt to determine how the superseded data were derived.
 DE6928
 DE6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4052591277(NAD 83)
 DE6928_MARKER: DD = SURVEY DISK
 DE6928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6928_STAMPING: LAWRENCE 1997
 DE6928_MARK LOGO: ILDT  
 DE6928_PROJECTION: FLUSH
 DE6928_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6928+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 DE6928
 DE6928  HISTORY     - Date     Condition        Report By
 DE6928  HISTORY     - 1997     MONUMENTED       ILDT
 DE6928  HISTORY     - 19990927 GOOD             ILDT
 DE6928
 DE6928                          STATION DESCRIPTION
 DE6928
 DE6928'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (BES)
 DE6928'TO REACH FROM THE INTERSECTION OF US 50 AND IL RTE 1 GO NORTH ON IL
 DE6928'RTE 1 FOR 2.0 MILE TO
 DE6928'STATION ON LEFT. IT IS 7' SOUTH OF NORTH FENCE AND 71' EAST OF WEST
 DE6928'FENCE AND 91.91'
 DE6928'SOUTHEAST OF POWER POLE AND 21.17 ' NORTH OF ROAD ENDS SIGN.
 DE6928'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1651 ***********************************************************************
 JA1651  DESIGNATION -  LAWRENCEVILLE AZ MK
 JA1651  PID         -  JA1651
 JA1651  STATE/COUNTY-  IL/LAWRENCE
 JA1651  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1651
 JA1651                         *CURRENT SURVEY CONTROL
 JA1651  ___________________________________________________________________
 JA1651* NAD 83(1986)-  38 43 40.     (N)    087 41 53.     (W)     SCALED    
 JA1651* NAVD 88     -       148.908  (meters)     488.54   (feet)  ADJUSTED  
 JA1651  ___________________________________________________________________
 JA1651  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JA1651  DYNAMIC HT  -         148.817 (meters)     488.24  (feet)  COMP
 JA1651  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 JA1651
 JA1651  VERT ORDER  -  FIRST     CLASS II
 JA1651
 JA1651.The horizontal coordinates were scaled from a topographic map and have
 JA1651.an estimated accuracy of +/- 6 seconds.
 JA1651
 JA1651.The orthometric height was determined by differential leveling
 JA1651.and adjusted by the National Geodetic Survey in June 1991..
 JA1651
 JA1651.The geoid height was determined by GEOID03.
 JA1651
 JA1651.The dynamic height is computed by dividing the NAVD 88
 JA1651.geopotential number by the normal gravity value computed on the
 JA1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1651.degrees latitude (g = 980.6199 gals.).
 JA1651
 JA1651.The modeled gravity was interpolated from observed gravity values.
 JA1651
 JA1651;                    North         East    Units  Estimated Accuracy
 JA1651;SPC IL E     -   228,950.      355,240.      MT  (+/- 180 meters Scaled)
 JA1651
 JA1651                          SUPERSEDED SURVEY CONTROL
 JA1651
 JA1651.No superseded survey control is available for this station.
 JA1651
 JA1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH393868(NAD 83)
 JA1651_MARKER: DZ = AZIMUTH MARK DISK
 JA1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1651_SP_SET: CONCRETE POST
 JA1651_STAMPING: LAWRENCEVILLE 1968
 JA1651_MARK LOGO: CGS   
 JA1651_PROJECTION: FLUSH
 JA1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1651+STABILITY: SURFACE MOTION
 JA1651
 JA1651  HISTORY     - Date     Condition        Report By
 JA1651  HISTORY     - 1968     MONUMENTED       CGS
 JA1651  HISTORY     - 1986     GOOD             NGS
 JA1651
 JA1651                          STATION DESCRIPTION
 JA1651
 JA1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1651'IN LAWRENCEVILLE.
 JA1651'IN LAWRENCEVILLE, AT THE JUNCTION OF STATE HIGHWAY 250 AND LEXINGTON
 JA1651'AVENUE, 32.8 M (107.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JA1651'10.5 M (34.4 FT) SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 8.6 M
 JA1651'(28.2 FT) SOUTHEAST OF A FIRE HYDRANT, 3.8 M (12.5 FT) NORTHWEST OF
 JA1651'THE CENTER OF A DRIVEWAY, AND 0.5 M (1.6 FT) WEST-NORTHWEST OF A
 JA1651'UTILITY POLE.
 JA1651'THE MARK IS 0.3 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2100 ***********************************************************************
 JA2100  DESIGNATION -  LAWRENCEVILLE COURTHOUSE DOME
 JA2100  PID         -  JA2100
 JA2100  STATE/COUNTY-  IL/LAWRENCE
 JA2100  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA2100
 JA2100                         *CURRENT SURVEY CONTROL
 JA2100  ___________________________________________________________________
 JA2100* NAD 83(1997)-  38 43 44.97797(N)    087 40 57.44448(W)     ADJUSTED  
 JA2100* NAVD 88     -                                                        
 JA2100  ___________________________________________________________________
 JA2100  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 JA2100  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JA2100
 JA2100  HORZ ORDER  -  THIRD
 JA2100
 JA2100.The horizontal coordinates were established by classical geodetic methods
 JA2100.and adjusted by the National Geodetic Survey in October 1999..
 JA2100
 JA2100
 JA2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2100
 JA2100.The geoid height was determined by GEOID03.
 JA2100
 JA2100;                    North         East     Units Scale Factor Converg.
 JA2100;SPC IL E     -   229,113.145   356,581.773   MT  1.00001441   +0 24 25.6
 JA2100;SPC IL E     -   751,682.04  1,169,885.37   sFT  1.00001441   +0 24 25.6
 JA2100;UTM  16      - 4,286,943.079   440,665.445   MT  0.99964335   -0 25 37.5
 JA2100
 JA2100                          SUPERSEDED SURVEY CONTROL
 JA2100
 JA2100  NAD 83(1997)-  38 43 44.97843(N)    087 40 57.44353(W) AD(       ) 4
 JA2100  NAD 83(1986)-  38 43 44.98740(N)    087 40 57.44369(W) AD(       ) 4
 JA2100  NAD 27      -  38 43 44.81769(N)    087 40 57.34642(W) AD(       ) 3
 JA2100
 JA2100.Superseded values are not recommended for survey control.
 JA2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2100.See file dsdata.txt to determine how the superseded data were derived.
 JA2100
 JA2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4066586943(NAD 83)
 JA2100_MARKER: 87 = DOME
 JA2100
 JA2100  HISTORY     - Date     Condition        Report By
 JA2100  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2100
 JA2100                          STATION DESCRIPTION
 JA2100
 JA2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2100'STATION IS LOCATED IN THE DOWNTOWN BUSINESS SECTION OF LAWRENCEVILLE,
 JA2100'BETWEEN ELEVENTH
 JA2100'AND TWELFTH STREETS AND BETWEEN STATE STREET AND
 JA2100'JEFFERSON AVENUE.
 JA2100'
 JA2100'THE TOP OF DOME IS APPROXIMATELY 100 FEET HIGH, IS PAINTED GREEN AND
 JA2100'IS ATOP A RED
 JA2100'BRICK COURTHOUSE BUILDING.
 JA2100'
 JA2100'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2097 ***********************************************************************
 JA2097  DESIGNATION -  LAWRENCEVILLE MICROWAVE KSN 52
 JA2097  PID         -  JA2097
 JA2097  STATE/COUNTY-  IL/LAWRENCE
 JA2097  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA2097
 JA2097                         *CURRENT SURVEY CONTROL
 JA2097  ___________________________________________________________________
 JA2097* NAD 83(1997)-  38 44 07.18752(N)    087 42 10.71249(W)     ADJUSTED  
 JA2097* NAVD 88     -                                                        
 JA2097  ___________________________________________________________________
 JA2097  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 JA2097  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JA2097
 JA2097  HORZ ORDER  -  THIRD
 JA2097
 JA2097.The horizontal coordinates were established by classical geodetic methods
 JA2097.and adjusted by the National Geodetic Survey in October 1999..
 JA2097
 JA2097
 JA2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2097
 JA2097.The geoid height was determined by GEOID03.
 JA2097
 JA2097;                    North         East     Units Scale Factor Converg.
 JA2097;SPC IL E     -   229,785.617   354,807.337   MT  1.00001198   +0 23 40.0
 JA2097;SPC IL E     -   753,888.31  1,164,063.74   sFT  1.00001198   +0 23 40.0
 JA2097;UTM  16      - 4,287,641.059   438,901.639   MT  0.99964597   -0 26 23.6
 JA2097
 JA2097                          SUPERSEDED SURVEY CONTROL
 JA2097
 JA2097  NAD 83(1997)-  38 44 07.18795(N)    087 42 10.71153(W) AD(       ) 4
 JA2097  NAD 83(1986)-  38 44 07.19697(N)    087 42 10.71156(W) AD(       ) 4
 JA2097  NAD 27      -  38 44 07.02651(N)    087 42 10.61335(W) AD(       ) 3
 JA2097
 JA2097.Superseded values are not recommended for survey control.
 JA2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2097.See file dsdata.txt to determine how the superseded data were derived.
 JA2097
 JA2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3890287641(NAD 83)
 JA2097_MARKER: 44 = MICROWAVE MAST
 JA2097
 JA2097  HISTORY     - Date     Condition        Report By
 JA2097  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2097
 JA2097                          STATION DESCRIPTION
 JA2097
 JA2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2097'STATION IS LOCATED ABOUT 0.7 MILE WEST OF LAWRENCEVILLE, NEAR THE
 JA2097'JUNCTION OF U S
 JA2097'HIGHWAY 50 AND U S BUSINESS 50 AT THE WEST EDGE OF
 JA2097'LAWRENCEVILLE AND IS PROPERTY OF
 JA2097'GENERAL TELEPHONE COMPANY OF ILLINOIS.
 JA2097'
 JA2097'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE IN
 JA2097'LAWRENCEVILLE, GO
 JA2097'WEST ON U S BUSINESS 50 FOR 0.65 MILE TO THE
 JA2097'JUNCTION OF U S BUSINESS 50 AND
 JA2097'STATE HIGHWAY 250.  CONTINUE
 JA2097'NORTHWESTERLY ON U S BUSINESS 50 FOR 0.3 MILE TO A
 JA2097'FRONTAGE ROAD
 JA2097'RIGHT.  TURN RIGHT, THENCE LEFT AND CONTINUE NORTHWESTERLY ON
 JA2097'FRONTAGE ROAD FOR
 JA2097'0.3 MILE TO WHERE THE FRONTAGE ROAD TURNS LEFT.
 JA2097'CONTINUE AHEAD FOR 0.05 MILE TO
 JA2097'STATION ON THE RIGHT.
 JA2097'
 JA2097'THE MICROWAVE IS 260 FEET HIGH, IS PAINTED RED AND WHITE, HAS TWO
 JA2097'REFLECTORS AND HAS
 JA2097'A RED LIGHT ON TOP.
 JA2097'
 JA2097'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2098 ***********************************************************************
 JA2098  DESIGNATION -  LAWRENCEVILLE MICROWAV KSF 531
 JA2098  PID         -  JA2098
 JA2098  STATE/COUNTY-  IL/LAWRENCE
 JA2098  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA2098
 JA2098                         *CURRENT SURVEY CONTROL
 JA2098  ___________________________________________________________________
 JA2098* NAD 83(1997)-  38 42 59.62767(N)    087 41 22.99645(W)     ADJUSTED  
 JA2098* NAVD 88     -                                                        
 JA2098  ___________________________________________________________________
 JA2098  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JA2098  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JA2098
 JA2098  HORZ ORDER  -  THIRD
 JA2098
 JA2098.The horizontal coordinates were established by classical geodetic methods
 JA2098.and adjusted by the National Geodetic Survey in October 1999..
 JA2098
 JA2098
 JA2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2098
 JA2098.The geoid height was determined by GEOID03.
 JA2098
 JA2098;                    North         East     Units Scale Factor Converg.
 JA2098;SPC IL E     -   227,710.369   355,974.416   MT  1.00001357   +0 24 09.2
 JA2098;SPC IL E     -   747,079.77  1,167,892.73   sFT  1.00001357   +0 24 09.2
 JA2098;UTM  16      - 4,285,549.810   440,037.964   MT  0.99964427   -0 25 53.1
 JA2098
 JA2098                          SUPERSEDED SURVEY CONTROL
 JA2098
 JA2098  NAD 83(1997)-  38 42 59.62815(N)    087 41 22.99555(W) AD(       ) 4
 JA2098  NAD 83(1986)-  38 42 59.63724(N)    087 41 22.99574(W) AD(       ) 4
 JA2098  NAD 27      -  38 42 59.46595(N)    087 41 22.89789(W) AD(       ) 3
 JA2098
 JA2098.Superseded values are not recommended for survey control.
 JA2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2098.See file dsdata.txt to determine how the superseded data were derived.
 JA2098
 JA2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4003885550(NAD 83)
 JA2098_MARKER: 44 = MICROWAVE MAST
 JA2098
 JA2098  HISTORY     - Date     Condition        Report By
 JA2098  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2098
 JA2098                          STATION DESCRIPTION
 JA2098
 JA2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2098'STATION IS LOCATED ABOUT 1.0 MILE SOUTHWEST OF THE BUSINESS SECTION
 JA2098'OF LAWRENCEVILLE,
 JA2098'0.15 MILE WEST OF FIFTEENTH STREET, 100 FEET SOUTH
 JA2098'OF CHERRY STREET AND IS PROPERTY OF
 JA2098'CENTRAL ILLINOIS PUBLIC SERVICE COMPANY.
 JA2098'
 JA2098'TO REACH FROM THE JUNCTION OF U S BUSINESS 50 AND STATE HIGHWAY 1 IN
 JA2098'LAWRENCEVILLE, GO
 JA2098'SOUTH ON STATE HIGHWAY 1 (FIFTEENTH STREET) FOR 0.9
 JA2098'MILE TO THE INTERSECTION OF CHERRY
 JA2098'STREET.  TURN RIGHT AND GO WEST ON
 JA2098'CHERRY STREET FOR 0.15 MILE TO STATION ON THE LEFT.
 JA2098'
 JA2098'THE MICROWAVE IS 260 FEET HIGH, IS PAINTED RED AND WHITE, HAS TWO
 JA2098'REFLECTORS AND HAS
 JA2098'A FLASHING RED LIGHT ON TOP.
 JA2098'
 JA2098'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2099 ***********************************************************************
 JA2099  DESIGNATION -  LAWRENCEVILLE MUNICIPAL TANK
 JA2099  PID         -  JA2099
 JA2099  STATE/COUNTY-  IL/LAWRENCE
 JA2099  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA2099
 JA2099                         *CURRENT SURVEY CONTROL
 JA2099  ___________________________________________________________________
 JA2099* NAD 83(1997)-  38 43 53.41632(N)    087 41 04.82763(W)     ADJUSTED  
 JA2099* NAVD 88     -                                                        
 JA2099  ___________________________________________________________________
 JA2099  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JA2099  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JA2099
 JA2099  HORZ ORDER  -  THIRD
 JA2099
 JA2099.The horizontal coordinates were established by classical geodetic methods
 JA2099.and adjusted by the National Geodetic Survey in October 1999..
 JA2099
 JA2099
 JA2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2099
 JA2099.The geoid height was determined by GEOID03.
 JA2099
 JA2099;                    North         East     Units Scale Factor Converg.
 JA2099;SPC IL E     -   229,372.083   356,401.597   MT  1.00001416   +0 24 21.1
 JA2099;SPC IL E     -   752,531.58  1,169,294.24   sFT  1.00001416   +0 24 21.1
 JA2099;UTM  16      - 4,287,204.517   440,489.124   MT  0.99964361   -0 25 42.2
 JA2099
 JA2099                          SUPERSEDED SURVEY CONTROL
 JA2099
 JA2099  NAD 83(1997)-  38 43 53.41679(N)    087 41 04.82668(W) AD(       ) 4
 JA2099  NAD 83(1986)-  38 43 53.42575(N)    087 41 04.82685(W) AD(       ) 4
 JA2099  NAD 27      -  38 43 53.25632(N)    087 41 04.73037(W) AD(       ) 3
 JA2099
 JA2099.Superseded values are not recommended for survey control.
 JA2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2099.See file dsdata.txt to determine how the superseded data were derived.
 JA2099
 JA2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4048987205(NAD 83)
 JA2099_MARKER: 53 = ELEVATED TANK
 JA2099
 JA2099  HISTORY     - Date     Condition        Report By
 JA2099  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2099
 JA2099                          STATION DESCRIPTION
 JA2099
 JA2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2099'STATION IS LOCATED 0.25 MILE NORTHWEST OF THE COURTHOUSE SQUARE IN
 JA2099'LAWRENCEVILLE.
 JA2099'
 JA2099'TO REACH FROM THE POST OFFICE IN LAWRENCEVILLE, GO WEST ON JEFFERSON
 JA2099'AVENUE FOR 0.15
 JA2099'MILE TO THIRTEENTH STREET.  TURN RIGHT AND GO NORTH
 JA2099'ON THIRTEENTH STREET FOR 0.25 MILE
 JA2099'TO STATION ON LEFT AS DESCRIBED.
 JA2099'
 JA2099'THE TANK IS APPROXIMATELY 140 FEET HIGH, IS SUPPORTED BY 4 LEGS AND
 JA2099'IS PAINTED SILVER.
 JA2099'LAWRENCEVILLE IS PAINTED ON SIDE OF TANK.
 JA2099'
 JA2099'THE TANK IS PROPERTY OF EASTERN ILLINOIS WATER COMPANY.
 JA2099'
 JA2099'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2096 ***********************************************************************
 JA2096  DESIGNATION -  LAWRENCEVILLE RAD WAKO N MAST
 JA2096  PID         -  JA2096
 JA2096  STATE/COUNTY-  IL/LAWRENCE
 JA2096  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA2096
 JA2096                         *CURRENT SURVEY CONTROL
 JA2096  ___________________________________________________________________
 JA2096* NAD 83(1997)-  38 43 26.17356(N)    087 39 11.44668(W)     ADJUSTED  
 JA2096* NAVD 88     -                                                        
 JA2096  ___________________________________________________________________
 JA2096  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JA2096  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JA2096
 JA2096  HORZ ORDER  -  THIRD
 JA2096
 JA2096.The horizontal coordinates were established by classical geodetic methods
 JA2096.and adjusted by the National Geodetic Survey in October 1999..
 JA2096
 JA2096
 JA2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2096
 JA2096.The geoid height was determined by GEOID03.
 JA2096
 JA2096;                    North         East     Units Scale Factor Converg.
 JA2096;SPC IL E     -   228,551.898   359,146.362   MT  1.00001806   +0 25 31.8
 JA2096;SPC IL E     -   749,840.69  1,178,299.36   sFT  1.00001806   +0 25 31.8
 JA2096;UTM  16      - 4,286,344.781   443,220.634   MT  0.99963970   -0 24 31.0
 JA2096
 JA2096                          SUPERSEDED SURVEY CONTROL
 JA2096
 JA2096  NAD 83(1997)-  38 43 26.17400(N)    087 39 11.44585(W) AD(       ) 4
 JA2096  NAD 83(1986)-  38 43 26.18290(N)    087 39 11.44601(W) AD(       ) 4
 JA2096  NAD 27      -  38 43 26.01203(N)    087 39 11.35172(W) AD(       ) 3
 JA2096
 JA2096.Superseded values are not recommended for survey control.
 JA2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2096.See file dsdata.txt to determine how the superseded data were derived.
 JA2096
 JA2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4322186345(NAD 83)
 JA2096_MARKER: 42 = RADIO/TV MAST
 JA2096
 JA2096  HISTORY     - Date     Condition        Report By
 JA2096  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2096
 JA2096                          STATION DESCRIPTION
 JA2096
 JA2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2096'STATION IS LOCATED 1.75 MILES EAST OF LAWRENCEVILLE AND 0.2 MILE
 JA2096'NORTH OF BUSINESS
 JA2096'ROUTE U S HIGHWAY 50.
 JA2096'
 JA2096'TO REACH FROM THE NORTHEAST CORNER OF COURTHOUSE SQUARE IN
 JA2096'LAWRENCEVILLE, GO EAST
 JA2096'ON BUSINESS U S HIGHWAY 50 (STATE STREET) FOR 1.7 MILES TO
 JA2096'STATION ON LEFT AS DESCRIBED.
 JA2096'
 JA2096'THE MAST IS THE NORTH ONE OF TWO, IS 284 FEET HIGH, IS PAINTED RED
 JA2096'AND WHITE, HAS
 JA2096'MIDWAY LIGHTS AND A RED LIGHT ON TOP.
 JA2096'
 JA2096'POINT INTERSECTED WAS TOP AND CENTER.
 JA2096'
 JA2096'NOTICE- THE TWO MASTS ARE PROPERTY OF WAKO RADIO STATION.  THE SOUTH
 JA2096'ONE OF TWO HAS
 JA2096'SEVERAL SMALL ATENNAS ON TOP SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1370 ***********************************************************************
 JA1370  DESIGNATION -  LAWRENCEVILLE RM 1
 JA1370  PID         -  JA1370
 JA1370  STATE/COUNTY-  IL/LAWRENCE
 JA1370  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1370
 JA1370                         *CURRENT SURVEY CONTROL
 JA1370  ___________________________________________________________________
 JA1370* NAD 83(1986)-  38 43 45.     (N)    087 40 54.     (W)     SCALED    
 JA1370* NAVD 88     -       144.184  (meters)     473.04   (feet)  ADJUSTED  
 JA1370  ___________________________________________________________________
 JA1370  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JA1370  DYNAMIC HT  -         144.096 (meters)     472.75  (feet)  COMP
 JA1370  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JA1370
 JA1370  VERT ORDER  -  FIRST     CLASS II
 JA1370
 JA1370.The horizontal coordinates were scaled from a topographic map and have
 JA1370.an estimated accuracy of +/- 6 seconds.
 JA1370
 JA1370.The orthometric height was determined by differential leveling
 JA1370.and adjusted by the National Geodetic Survey in June 1991..
 JA1370
 JA1370.The geoid height was determined by GEOID03.
 JA1370
 JA1370.The dynamic height is computed by dividing the NAVD 88
 JA1370.geopotential number by the normal gravity value computed on the
 JA1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1370.degrees latitude (g = 980.6199 gals.).
 JA1370
 JA1370.The modeled gravity was interpolated from observed gravity values.
 JA1370
 JA1370;                    North         East    Units  Estimated Accuracy
 JA1370;SPC IL E     -   229,110.      356,670.      MT  (+/- 180 meters Scaled)
 JA1370
 JA1370                          SUPERSEDED SURVEY CONTROL
 JA1370
 JA1370  NGVD 29 (??/??/92)  144.293  (m)          473.40   (f) ADJ UNCH    1 2
 JA1370
 JA1370.Superseded values are not recommended for survey control.
 JA1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1370.See file dsdata.txt to determine how the superseded data were derived.
 JA1370
 JA1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH407869(NAD 83)
 JA1370_MARKER: DB = BENCH MARK DISK
 JA1370_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA1370_SP_SET: FOUNDATION
 JA1370_STAMPING: LAWRENCEVILLE NO 1 1938
 JA1370_MARK LOGO: CGS   
 JA1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1370+STABILITY: SURFACE MOTION
 JA1370
 JA1370  HISTORY     - Date     Condition        Report By
 JA1370  HISTORY     - 1938     MONUMENTED       CGS
 JA1370  HISTORY     - 1986     GOOD             NGS
 JA1370
 JA1370                          STATION DESCRIPTION
 JA1370
 JA1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1370'AT LAWRENCEVILLE.
 JA1370'AT LAWRENCEVILLE, LAWRENCE COUNTY, AT THE INTERSECTION OF STATE
 JA1370'AND TWELFTH STREETS, AT THE NORTHEAST CORNER OF THE COUNTY
 JA1370'COURTHOUSE 13 FEET WEST OF THE CORNERSTONE, IN THE BASE OF THE
 JA1370'EAST BASEMENT WINDOW ON THE NORTH SIDE OF THE BUILDING, 4 FEET
 JA1370'SOUTH OF THE SIDEWALK LEADING TO THE EAST ENTRANCE TO THE
 JA1370'BASEMENT, AND ABOUT 18 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 JA1370'STAMPED LAWRENCEVILLE NO 1 1938.
 JA1370
 JA1370                          STATION RECOVERY (1986)
 JA1370
 JA1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1373 ***********************************************************************
 JA1373  DESIGNATION -  LAWRENCEVILLE RM 2
 JA1373  PID         -  JA1373
 JA1373  STATE/COUNTY-  IL/LAWRENCE
 JA1373  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1373
 JA1373                         *CURRENT SURVEY CONTROL
 JA1373  ___________________________________________________________________
 JA1373* NAD 83(1986)-  38 43 46.     (N)    087 40 57.     (W)     SCALED    
 JA1373* NAVD 88     -       142.543  (meters)     467.66   (feet)  ADJUSTED  
 JA1373  ___________________________________________________________________
 JA1373  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JA1373  DYNAMIC HT  -         142.456 (meters)     467.37  (feet)  COMP
 JA1373  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JA1373
 JA1373  VERT ORDER  -  FIRST     CLASS II
 JA1373
 JA1373.The horizontal coordinates were scaled from a topographic map and have
 JA1373.an estimated accuracy of +/- 6 seconds.
 JA1373
 JA1373.The orthometric height was determined by differential leveling
 JA1373.and adjusted by the National Geodetic Survey in June 1991..
 JA1373
 JA1373.The geoid height was determined by GEOID03.
 JA1373
 JA1373.The dynamic height is computed by dividing the NAVD 88
 JA1373.geopotential number by the normal gravity value computed on the
 JA1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1373.degrees latitude (g = 980.6199 gals.).
 JA1373
 JA1373.The modeled gravity was interpolated from observed gravity values.
 JA1373
 JA1373;                    North         East    Units  Estimated Accuracy
 JA1373;SPC IL E     -   229,150.      356,590.      MT  (+/- 180 meters Scaled)
 JA1373
 JA1373                          SUPERSEDED SURVEY CONTROL
 JA1373
 JA1373  NGVD 29 (??/??/92)  142.653  (m)          468.02   (f) ADJ UNCH    1 2
 JA1373
 JA1373.Superseded values are not recommended for survey control.
 JA1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1373.See file dsdata.txt to determine how the superseded data were derived.
 JA1373
 JA1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH406869(NAD 83)
 JA1373_MARKER: DB = BENCH MARK DISK
 JA1373_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JA1373_SP_SET: FOUNDATION
 JA1373_STAMPING: LAWRENCEVILLE NO 2 1938 468.021
 JA1373_MARK LOGO: CGS   
 JA1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1373+STABILITY: SURFACE MOTION
 JA1373
 JA1373  HISTORY     - Date     Condition        Report By
 JA1373  HISTORY     - 1938     MONUMENTED       CGS
 JA1373  HISTORY     - 1962     GOOD             NGS
 JA1373  HISTORY     - 1986     GOOD             NGS
 JA1373
 JA1373                          STATION DESCRIPTION
 JA1373
 JA1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JA1373'AT LAWRENCEVILLE.
 JA1373'AT LAWRENCEVILLE, LAWRENCE COUNTY, AT THE NORTHWEST CORNER OF THE
 JA1373'INTERSECTION OF STATE AND TWELFTH STREETS, 30 FEET NORTH OF THE
 JA1373'CURB OF STATE STREET, 10 FEET WEST OF THE CURB OF TWELFTH STREET,
 JA1373'AT THE ENTRANCE TO THE PEOPLES NATIONAL BANK, IN THE LIMESTONE
 JA1373'BASE OF THE RIGHT-HAND COLUMN, AND ABOUT 2-1/2 FEET ABOVE THE
 JA1373'PAVEMENT.  A STANDARD DISK, STAMPED 468.021 LAWRENCEVILLE NO 2
 JA1373'1938.
 JA1373
 JA1373                          STATION RECOVERY (1986)
 JA1373
 JA1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1373'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JA1373'PEOPLES NATIONAL BANK MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW THE
 JA1373'FEDERAL HOME LOAN BANK SYSTEM.  ADD--2.2 M (7.2 FT) NORTHEAST OF THE
 JA1373'CENTER OF THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1374 ***********************************************************************
 JA1374  DESIGNATION -  LAWRENCEVILLE RM 3
 JA1374  PID         -  JA1374
 JA1374  STATE/COUNTY-  IL/LAWRENCE
 JA1374  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1374
 JA1374                         *CURRENT SURVEY CONTROL
 JA1374  ___________________________________________________________________
 JA1374* NAD 83(1986)-  38 42 57.     (N)    087 41 10.     (W)     SCALED    
 JA1374* NAVD 88     -       132.547  (meters)     434.86   (feet)  ADJUSTED  
 JA1374  ___________________________________________________________________
 JA1374  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JA1374  DYNAMIC HT  -         132.466 (meters)     434.60  (feet)  COMP
 JA1374  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 JA1374
 JA1374  VERT ORDER  -  FIRST     CLASS II
 JA1374
 JA1374.The horizontal coordinates were scaled from a topographic map and have
 JA1374.an estimated accuracy of +/- 6 seconds.
 JA1374
 JA1374.The orthometric height was determined by differential leveling
 JA1374.and adjusted by the National Geodetic Survey in June 1991..
 JA1374
 JA1374.The geoid height was determined by GEOID03.
 JA1374
 JA1374.The dynamic height is computed by dividing the NAVD 88
 JA1374.geopotential number by the normal gravity value computed on the
 JA1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1374.degrees latitude (g = 980.6199 gals.).
 JA1374
 JA1374.The modeled gravity was interpolated from observed gravity values.
 JA1374
 JA1374;                    North         East    Units  Estimated Accuracy
 JA1374;SPC IL E     -   227,630.      356,290.      MT  (+/- 180 meters Scaled)
 JA1374
 JA1374                          SUPERSEDED SURVEY CONTROL
 JA1374
 JA1374  NGVD 29 (??/??/92)  132.657  (m)          435.23   (f) ADJ UNCH    1 2
 JA1374
 JA1374.Superseded values are not recommended for survey control.
 JA1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1374.See file dsdata.txt to determine how the superseded data were derived.
 JA1374
 JA1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH403854(NAD 83)
 JA1374_MARKER: DB = BENCH MARK DISK
 JA1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1374_STAMPING: LAWRENCEVILLE NO 3 1938
 JA1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1374+STABILITY: SURFACE MOTION
 JA1374
 JA1374  HISTORY     - Date     Condition        Report By
 JA1374  HISTORY     - 1938     MONUMENTED       CGS
 JA1374  HISTORY     - 1962     GOOD             NGS
 JA1374  HISTORY     - 1986     MARK NOT FOUND   NGS
 JA1374
 JA1374                          STATION DESCRIPTION
 JA1374
 JA1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JA1374'AT LAWRENCEVILLE.
 JA1374'AT LAWRENCEVILLE, LAWRENCE COUNTY, ON THE BALTIMORE AND OHIO
 JA1374'RAILROAD, 38 FEET NORTH OF THE NORTHWEST CORNER OF THE STATION,
 JA1374'AT THE CROSSING OF THE NEW YORK CENTRAL RAILROAD, 134 FEET WEST
 JA1374'OF THE WEST RAIL OF THE MAIN TRACK OF THE N.Y.C.R.R., 72 FEET
 JA1374'NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE B. AND O. R.R.,
 JA1374'AND 130 FEET EAST OF THE CENTERLINE OF FIFTEENTH STREET.  A
 JA1374'STANDARD DISK, STAMPED LAWRENCEVILLE NO 3 1938 AND SET IN THE
 JA1374'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 JA1374
 JA1374                          STATION RECOVERY (1986)
 JA1374
 JA1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JA1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2094 ***********************************************************************
 JA2094  DESIGNATION -  LAWRENCEVILLE UNIV CATV MAST
 JA2094  PID         -  JA2094
 JA2094  STATE/COUNTY-  IL/LAWRENCE
 JA2094  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA2094
 JA2094                         *CURRENT SURVEY CONTROL
 JA2094  ___________________________________________________________________
 JA2094* NAD 83(1997)-  38 43 07.09791(N)    087 43 22.80500(W)     ADJUSTED  
 JA2094* NAVD 88     -                                                        
 JA2094  ___________________________________________________________________
 JA2094  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JA2094  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JA2094
 JA2094  HORZ ORDER  -  THIRD
 JA2094
 JA2094.The horizontal coordinates were established by classical geodetic methods
 JA2094.and adjusted by the National Geodetic Survey in October 1999..
 JA2094
 JA2094
 JA2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2094
 JA2094.The geoid height was determined by GEOID03.
 JA2094
 JA2094;                    North         East     Units Scale Factor Converg.
 JA2094;SPC IL E     -   227,920.909   353,078.508   MT  1.00000968   +0 22 54.4
 JA2094;SPC IL E     -   747,770.52  1,158,391.74   sFT  1.00000968   +0 22 54.4
 JA2094;UTM  16      - 4,285,802.387   437,146.484   MT  0.99964865   -0 27 08.1
 JA2094
 JA2094                          SUPERSEDED SURVEY CONTROL
 JA2094
 JA2094  NAD 83(1997)-  38 43 07.09841(N)    087 43 22.80404(W) AD(       ) 4
 JA2094  NAD 83(1986)-  38 43 07.10756(N)    087 43 22.80398(W) AD(       ) 4
 JA2094  NAD 27      -  38 43 06.93665(N)    087 43 22.70277(W) AD(       ) 3
 JA2094
 JA2094.Superseded values are not recommended for survey control.
 JA2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2094.See file dsdata.txt to determine how the superseded data were derived.
 JA2094
 JA2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH3714685802(NAD 83)
 JA2094_MARKER: 42 = RADIO/TV MAST
 JA2094
 JA2094  HISTORY     - Date     Condition        Report By
 JA2094  HISTORY     - 1968     FIRST OBSERVED   CGS
 JA2094
 JA2094                          STATION DESCRIPTION
 JA2094
 JA2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2094'STATION IS LOCATED ABOUT 1.5 MILE SOUTHWEST OF LAWRENCEVILLE AND 0.33
 JA2094'MILE SOUTH OF
 JA2094'STATE HIGHWAY 250.
 JA2094'
 JA2094'TO REACH FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 JA2094'LAWRENCEVILLE, GO
 JA2094'WEST ON BUSINESS U S HIGHWAY 50 (STATE STREET) FOR
 JA2094'0.65 MILE TO THE JUNCTION OF STATE
 JA2094'HIGHWAY 250.  TURN LEFT AND GO
 JA2094'SOUTHWEST AND WEST ON STATE HIGHWAY 250 FOR 0.65 MILE
 JA2094'TO A CROSSROAD.
 JA2094'TURN LEFT AND GO SOUTH ON GRAVELED ROAD 0.35 MILE TO STATION ON RIGHT
 JA2094'AS DESCRIBED.
 JA2094'
 JA2094'THE MAST IS 520 FEET HIGH, IS PAINTED RED AND WHITE, HAS 7 ATTENNAS
 JA2094'ON TOP SIDE, HAS A
 JA2094'MIDWAY LIGHT AND A FLASHING RED LIGHT ON TOP.
 JA2094'
 JA2094'THE MAST IS PROPERTY OF VINCENNES UNIVERSTIY COMMUNICATION ANTENNAS
 JA2094'TELEVISION COMPANY.
 JA2094'
 JA2094'POINT INTERSECTED WAS TOP AND CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6927 ***********************************************************************
 DE6927  DESIGNATION -  LAWRENCEVILLE YRD
 DE6927  PID         -  DE6927
 DE6927  STATE/COUNTY-  IL/LAWRENCE
 DE6927  USGS QUAD   -  BIRDS (1964)
 DE6927
 DE6927                         *CURRENT SURVEY CONTROL
 DE6927  ___________________________________________________________________
 DE6927* NAD 83(1997)-  38 45 49.42469(N)    087 40 48.56395(W)     ADJUSTED  
 DE6927* NAVD 88     -       134.3    (meters)     441.     (feet)  GPS OBS   
 DE6927  ___________________________________________________________________
 DE6927  X           -     201,574.471 (meters)                     COMP
 DE6927  Y           -  -4,975,790.542 (meters)                     COMP
 DE6927  Z           -   3,971,963.396 (meters)                     COMP
 DE6927  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DE6927  ELLIP HEIGHT-         102.64  (meters)          (02/03/05) GPS OBS
 DE6927  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 DE6927
 DE6927  HORZ ORDER  -  FIRST
 DE6927  ELLP ORDER  -  FOURTH    CLASS II
 DE6927
 DE6927.The horizontal coordinates were established by GPS observations
 DE6927.and adjusted by the IL DEPT OF TRANSP in August 2002..
 DE6927
 DE6927.The orthometric height was determined by GPS observations and a
 DE6927.high-resolution geoid model.
 DE6927
 DE6927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6927
 DE6927.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6927
 DE6927.The ellipsoidal height was determined by GPS observations
 DE6927.and is referenced to NAD 83.
 DE6927
 DE6927.The geoid height was determined by GEOID03.
 DE6927
 DE6927;                    North         East     Units Scale Factor Converg.
 DE6927;SPC IL E     -   232,952.106   356,768.893   MT  1.00001467   +0 24 32.3
 DE6927;SPC IL E     -   764,277.03  1,170,499.28   sFT  1.00001467   +0 24 32.3
 DE6927;UTM  16      - 4,290,777.483   440,908.368   MT  0.99964300   -0 25 33.1
 DE6927
 DE6927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6927!SPC IL E     -   0.99998390  x   1.00001467  =   0.99999857
 DE6927!UTM  16      -   0.99998390  x   0.99964300  =   0.99962690
 DE6927
 DE6927:                Primary Azimuth Mark                     Grid Az
 DE6927:SPC IL E     -  LAWRENCEVILLE AZ                         321 42 08.1
 DE6927:UTM  16      -  LAWRENCEVILLE AZ                         322 32 13.5
 DE6927
 DE6927|---------------------------------------------------------------------|
 DE6927| PID    Reference Object                     Distance      Geod. Az  |
 DE6927|                                                           dddmmss.s |
 DE6927| DE6928 LAWRENCEVILLE AZ                    APPROX. 0.6 KM 3220640.4 |
 DE6927|---------------------------------------------------------------------|
 DE6927
 DE6927                          SUPERSEDED SURVEY CONTROL
 DE6927
 DE6927  ELLIP H (08/21/02)  102.66   (m)                       GP(       ) 3 1
 DE6927
 DE6927.Superseded values are not recommended for survey control.
 DE6927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6927.See file dsdata.txt to determine how the superseded data were derived.
 DE6927
 DE6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH4090890777(NAD 83)
 DE6927_MARKER: DD = SURVEY DISK
 DE6927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6927_STAMPING: LAWRENCE 1997
 DE6927_MARK LOGO: ILDT  
 DE6927_PROJECTION: FLUSH
 DE6927_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6927+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 DE6927
 DE6927  HISTORY     - Date     Condition        Report By
 DE6927  HISTORY     - 1997     MONUMENTED       ILDT
 DE6927  HISTORY     - 19990927 GOOD             ILDT
 DE6927
 DE6927                          STATION DESCRIPTION
 DE6927
 DE6927'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (BES)
 DE6927'TO REACH FROM THE INTERSECTION OF US 50 AND IL RTE 1 GO NORTH ON IL
 DE6927'RTE 1 FOR 1.6 MILE TO
 DE6927'TOWNSHIP ROAD 1300 N. TURN RIGHT (EAST) FOR 0.14 MILE. TURN LEFT INTO
 DE6927'ILDT LAWRENCEVILLE
 DE6927'OPERATIONS YARD. STATION IS LOCATED IN NORTH END OF YARD. IT IS 7'
 DE6927'SOUTH OF NORTH FENCE
 DE6927'AND 71' EAST OF WEST FENCE AND 70.85' FROM FENCE CORNER.
 DE6927'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1639 ***********************************************************************
 MF1639  DESIGNATION -  LEA
 MF1639  PID         -  MF1639
 MF1639  STATE/COUNTY-  IL/LA SALLE
 MF1639  USGS QUAD   -  LA SALLE (1993)
 MF1639
 MF1639                         *CURRENT SURVEY CONTROL
 MF1639  ___________________________________________________________________
 MF1639* NAD 83(1997)-  41 15 17.84875(N)    089 04 15.24989(W)     ADJUSTED  
 MF1639* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 MF1639  ___________________________________________________________________
 MF1639  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 MF1639  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MF1639
 MF1639  HORZ ORDER  -  SECOND
 MF1639
 MF1639.The horizontal coordinates were established by classical geodetic methods
 MF1639.and adjusted by the National Geodetic Survey in October 1999..
 MF1639
 MF1639.The orthometric height was scaled from a topographic map.
 MF1639
 MF1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1639
 MF1639.The geoid height was determined by GEOID03.
 MF1639
 MF1639;                    North         East     Units Scale Factor Converg.
 MF1639;SPC IL E     -   509,618.166   238,185.522   MT  1.00002201   -0 29 11.0
 MF1639;SPC IL E     - 1,671,972.27    781,447.00   sFT  1.00002201   -0 29 11.0
 MF1639;SPC IL W     -   509,917.653   791,831.469   MT  1.00004493   +0 43 21.4
 MF1639;SPC IL W     - 1,672,954.83  2,597,867.08   sFT  1.00004493   +0 43 21.4
 MF1639;UTM  16      - 4,569,128.489   326,501.773   MT  0.99997047   -1 21 57.3
 MF1639
 MF1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1639!SPC IL E     -   0.99997332  x   1.00002201  =   0.99999533
 MF1639!SPC IL W     -   0.99997332  x   1.00004493  =   1.00001825
 MF1639!UTM  16      -   0.99997332  x   0.99997047  =   0.99994379
 MF1639
 MF1639:                Primary Azimuth Mark                     Grid Az
 MF1639:SPC IL E     -  TON                                      176 18 29.9
 MF1639:SPC IL W     -  TON                                      175 05 57.5
 MF1639:UTM  16      -  TON                                      177 11 16.2
 MF1639
 MF1639|---------------------------------------------------------------------|
 MF1639| PID    Reference Object                     Distance      Geod. Az  |
 MF1639|                                                           dddmmss.s |
 MF1639| MF1652 TON                                 APPROX. 2.1 KM 1754918.9 |
 MF1639| MF1634 PERU WESTERN CLOCK CO E STACK       APPROX. 8.7 KM 3390855.3 |
 MF1639|---------------------------------------------------------------------|
 MF1639
 MF1639                          SUPERSEDED SURVEY CONTROL
 MF1639
 MF1639  NAD 83(1986)-  41 15 17.85437(N)    089 04 15.25403(W) AD(       ) 2
 MF1639
 MF1639.Superseded values are not recommended for survey control.
 MF1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1639.See file dsdata.txt to determine how the superseded data were derived.
 MF1639
 MF1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2650269128(NAD 83)
 MF1639_MARKER: I = METAL ROD
 MF1639_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MF1639_SP_SET: OBJECT IMBEDDED IN GROUND
 MF1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1639
 MF1639  HISTORY     - Date     Condition        Report By
 MF1639  HISTORY     - 1972     MONUMENTED       ILDT
 MF1639  HISTORY     - 19970728 MARK NOT FOUND   USPSQD
 MF1639  HISTORY     - 20020826 MARK NOT FOUND   USPSQD
 MF1639
 MF1639                          STATION DESCRIPTION
 MF1639
 MF1639'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1972
 MF1639'TO REACH FROM THE JUNCTION OF US RT 51 AND ILL. RT. 71, GO SOUTH
 MF1639'ON US RT. 51 FOR 0.70 MILE TO THE STATION ON THE LEFT.  STATION IS A
 MF1639'5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP, 28.5 FT. WEST OF
 MF1639'FENCE LINE AND WITNESS POST AND SIGN, AND 18.5 FT. E. OF THE E.
 MF1639'AND NEAREST RAIL.  ROD IS BURIED 0.4 FT.
 MF1639'
 MF1639'LOCATION 3.0 MILES SW OF OGLESBY ALONG THE ILLINOIS CENTRAL
 MF1639'RAILROAD.
 MF1639
 MF1639                          STATION RECOVERY (1997)
 MF1639
 MF1639'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1639'MARK NOT FOUND.
 MF1639
 MF1639                          STATION RECOVERY (2002)
 MF1639
 MF1639'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0782 ***********************************************************************
 KB0782  DESIGNATION -  LEACH RM
 KB0782  PID         -  KB0782
 KB0782  STATE/COUNTY-  IL/FAYETTE
 KB0782  USGS QUAD   -  RAMSEY (1982)
 KB0782
 KB0782                         *CURRENT SURVEY CONTROL
 KB0782  ___________________________________________________________________
 KB0782* NAD 83(1986)-  39 11 36.     (N)    089 06 33.     (W)     SCALED    
 KB0782* NAVD 88     -       197.425  (meters)     647.72   (feet)  POSTED    
 KB0782  ___________________________________________________________________
 KB0782  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KB0782  DYNAMIC HT  -         197.310 (meters)     647.34  (feet)  COMP
 KB0782  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 KB0782
 KB0782  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KB0782
 KB0782.The horizontal coordinates were scaled from a topographic map and have
 KB0782.an estimated accuracy of +/- 6 seconds.
 KB0782
 KB0782.The orthometric height was determined by differential leveling
 KB0782.and adjusted by the National Geodetic Survey in 1992..
 KB0782.No vertical observational check was made to the station.
 KB0782.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KB0782.was located on a no-check spur therefore a value was not computed.
 KB0782
 KB0782.The geoid height was determined by GEOID03.
 KB0782
 KB0782.The dynamic height is computed by dividing the NAVD 88
 KB0782.geopotential number by the normal gravity value computed on the
 KB0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0782.degrees latitude (g = 980.6199 gals.).
 KB0782
 KB0782.The modeled gravity was interpolated from observed gravity values.
 KB0782
 KB0782;                    North         East    Units  Estimated Accuracy
 KB0782;SPC IL E     -   280,730.      232,980.      MT  (+/- 180 meters Scaled)
 KB0782
 KB0782                          SUPERSEDED SURVEY CONTROL
 KB0782
 KB0782.No superseded survey control is available for this station.
 KB0782
 KB0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ178403(NAD 83)
 KB0782_MARKER: DR = REFERENCE MARK DISK
 KB0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0782_STAMPING: LEACH 1920
 KB0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0782+STABILITY: SURFACE MOTION
 KB0782
 KB0782  HISTORY     - Date     Condition        Report By
 KB0782  HISTORY     - 1920     MONUMENTED       CGS
 KB0782  HISTORY     - 1961     POOR             NGS
 KB0782  HISTORY     - 1969     MARK NOT FOUND   NGS
 KB0782
 KB0782                          STATION DESCRIPTION
 KB0782
 KB0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KB0782'3 MI N FROM RAMSEY.
 KB0782'ABOUT 3 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0782'RAMSEY, FAYETTE COUNTY, 25 YARDS IN AZIMUTH 259 DEG 12 SEC FROM
 KB0782'TRIANGULATION STATION LEACH, EAST OF THE TRACK, AND NEAR THE
 KB0782'FENCE LINE.  A STANDARD REFERENCE-MARK DISK, SET IN THE TOP OF A
 KB0782'CONCRETE POST.  NOTE-- MARK WAS FOUND TO BE VERY LOOSE AND
 KB0782'LEANING 25 DEG TO THE SOUTHEAST.  UNFIT TO HOLD AN ELEVATION.
 KB0782
 KB0782                          STATION RECOVERY (1969)
 KB0782
 KB0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KB0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1428 ***********************************************************************
 KA1428  DESIGNATION -  LEAF
 KA1428  PID         -  KA1428
 KA1428  STATE/COUNTY-  IL/CLARK
 KA1428  USGS QUAD   -  CASEY (1984)
 KA1428
 KA1428                         *CURRENT SURVEY CONTROL
 KA1428  ___________________________________________________________________
 KA1428* NAD 83(1997)-  39 18 48.48404(N)    087 58 10.73703(W)     ADJUSTED  
 KA1428* NAVD 88     -       194.177  (meters)     637.06   (feet)  ADJUSTED  
 KA1428  ___________________________________________________________________
 KA1428  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 KA1428  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KA1428  DYNAMIC HT  -         194.064 (meters)     636.69  (feet)  COMP
 KA1428  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 KA1428
 KA1428  HORZ ORDER  -  SECOND
 KA1428  VERT ORDER  -  SECOND    CLASS 0
 KA1428
 KA1428.The horizontal coordinates were established by classical geodetic methods
 KA1428.and adjusted by the National Geodetic Survey in October 1999..
 KA1428
 KA1428.The orthometric height was determined by differential leveling
 KA1428.and adjusted by the National Geodetic Survey in June 1991..
 KA1428
 KA1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1428
 KA1428.The geoid height was determined by GEOID03.
 KA1428
 KA1428.The dynamic height is computed by dividing the NAVD 88
 KA1428.geopotential number by the normal gravity value computed on the
 KA1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1428.degrees latitude (g = 980.6199 gals.).
 KA1428
 KA1428.The modeled gravity was interpolated from observed gravity values.
 KA1428
 KA1428;                    North         East     Units Scale Factor Converg.
 KA1428;SPC IL E     -   293,840.955   331,364.425   MT  0.99998711   +0 13 49.5
 KA1428;SPC IL E     -   964,043.20  1,087,151.45   sFT  0.99998711   +0 13 49.5
 KA1428;UTM  16      - 4,352,011.549   416,407.323   MT  0.99968604   -0 36 51.7
 KA1428
 KA1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1428!SPC IL E     -   0.99997456  x   0.99998711  =   0.99996167
 KA1428!UTM  16      -   0.99997456  x   0.99968604  =   0.99966061
 KA1428
 KA1428:                Primary Azimuth Mark                     Grid Az
 KA1428:SPC IL E     -  LEAF AZ MK                               150 52 37.8
 KA1428:UTM  16      -  LEAF AZ MK                               151 43 19.0
 KA1428
 KA1428|---------------------------------------------------------------------|
 KA1428| PID    Reference Object                     Distance      Geod. Az  |
 KA1428|                                                           dddmmss.s |
 KA1428| CM3017 LEAF AZ MK                                         1510627.3 |
 KA1428| KA1429 LEAF RM 1                             8.925 METERS 18029     |
 KA1428| KA1430 LEAF RM 2                            14.306 METERS 23846     |
 KA1428| KB1188 CASEY CIPS MICROWAVE MAST           APPROX. 3.8 KM 2903153.7 |
 KA1428|---------------------------------------------------------------------|
 KA1428
 KA1428                          SUPERSEDED SURVEY CONTROL
 KA1428
 KA1428  NAD 83(1997)-  39 18 48.48453(N)    087 58 10.73419(W) AD(       ) 2
 KA1428  NAD 83(1986)-  39 18 48.49214(N)    087 58 10.73153(W) AD(       ) 2
 KA1428  NAD 27      -  39 18 48.35850(N)    087 58 10.60820(W) AD(       ) 2
 KA1428  NGVD 29 (??/??/92)  194.244  (m)          637.28   (f) ADJ UNCH    2 0
 KA1428
 KA1428.Superseded values are not recommended for survey control.
 KA1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1428.See file dsdata.txt to determine how the superseded data were derived.
 KA1428
 KA1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ1640752012(NAD 83)
 KA1428_MARKER: DS = TRIANGULATION STATION DISK
 KA1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1428_STAMPING: LEAF 1959
 KA1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1428+STABILITY: SURFACE MOTION
 KA1428
 KA1428  HISTORY     - Date     Condition        Report By
 KA1428  HISTORY     - 1959     MONUMENTED       CGS
 KA1428  HISTORY     - 1959     GOOD             CGS
 KA1428  HISTORY     - 1979     GOOD             ILDT
 KA1428  HISTORY     - 20050207 POOR             ILDT
 KA1428
 KA1428                          STATION DESCRIPTION
 KA1428
 KA1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1428'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF CASEY AND 0.1
 KA1428'MILE SOUTH OF U.S. HIGHWAY 40.
 KA1428'
 KA1428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KA1428'HIGHWAY 49 IN THE NORTH EDGE OF CASEY, GO EASTERLY ON U.S.
 KA1428'HIGHWAY 40 FOR 1.1 MILES TO CROSSROADS, TURN RIGHT AND GO SOUTH ON
 KA1428'GRAVEL ROAD FOR 0.1 MILE TO THE STATION ON LEFT AS DESCRIBED.
 KA1428'
 KA1428'THE STATION IS A STANDARD STATION MARK DISK SET IN TOP OF A 12 X 12
 KA1428'INCH CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES AND THE DISK IS
 KA1428'STAMPED LEAF 1959. IT IS 21 FEET EAST OF THE APPROXIMATE CENTER OF
 KA1428'GRAVEL ROAD, 3.6 FEET NORTHWEST OF POWER LINE POLE, 2.4 FEET
 KA1428'SOUTHEAST OF FENCE CORNER, 2.6 FEET EAST OF FENCE AND 3.4 FEET EAST
 KA1428'OF WITNESS POST.
 KA1428'
 KA1428'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 KA1428'A 12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES
 KA1428'AND THE DISK IS STAMPED LEAF NO 1 1959. IT IS 33 FEET SOUTH OF FENCE
 KA1428'CORNER, 20 FEET EAST OF APPROXIMATE CENTER OF GRAVEL
 KA1428'ROAD, 28 FEET SOUTH-SOUTHWEST OF POWER LINE POLE, 12 FEET SOUTH OF
 KA1428'CENTER OF WOODEN GATE AND 1.9 FEET EAST OF FENCE.
 KA1428'
 KA1428'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK SET IN TOP OF A 12
 KA1428'X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE
 KA1428'DISK IS STAMPED LEAF NO 2 1959. IT IS 24 FEET SOUTH OF POWER LINE
 KA1428'POLE, 20 FEET WEST OF THE APPROXIMATE CENTER OF GRAVEL
 KA1428'ROAD AND 2.5 FEET SOUTHEAST TREE.
 KA1428'
 KA1428'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP OF A 12 X 12
 KA1428'INCH CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS
 KA1428'STAMPED LEAF 1959. IT IS 39.6 FEET WEST OF TELEPHONE POLE, 37 FEET
 KA1428'NORTH OF THE APPROXIMATE CENTER OF ROAD, 2.2 FEET WEST-SOUTHWEST
 KA1428'OF WITNESS POST AND 1.8 FEET SOUTH OF FENCE.
 KA1428'
 KA1428'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL ROAD
 KA1428'FOR 0.45 MILE TO A T INTERSECTION (OLD U.S. 40) TURN LEFT AND GO
 KA1428'EASTERLY FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 KA1428'
 KA1428'HEIGHT OF LIGHT ABOVE STATION MARK 1.78 METERS.
 KA1428
 KA1428                          STATION RECOVERY (1959)
 KA1428
 KA1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KA1428'1.2 MI NE FROM CASEY.
 KA1428'1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1428'STATE HIGHWAY 49 IN THE NORTH PART OF CASEY, THENCE 0.05 MILE
 KA1428'SOUTH ALONG A GRAVEL ROAD, AT A DRIVE WEST TO A FIELD, AT A
 KA1428'FENCE CORNER EAST OF THE ROAD, 22 FEET EAAST OF THE CENTER LINE
 KA1428'OF THE ROAD, 3 FEET EAST OF A FENCE, 5 FEET SOUTHEAST OF A FENCE
 KA1428'CORNER, 3 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER,
 KA1428'9 1/2 FEET NORTH OF THE NORTH END OF A BOARD GATE, 3.4 FEET EAST
 KA1428'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 KA1428'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KA1428
 KA1428                          STATION RECOVERY (1979)
 KA1428
 KA1428'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1979
 KA1428'RECOVERED IN GOOD CONDITION.
 KA1428
 KA1428                          STATION RECOVERY (2005)
 KA1428
 KA1428'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1428'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1508 ***********************************************************************
 NH1508  DESIGNATION -  LEAF RIVER MUNICIPAL TANK
 NH1508  PID         -  NH1508
 NH1508  STATE/COUNTY-  IL/OGLE
 NH1508  USGS QUAD   -  MOUNT MORRIS (1983)
 NH1508
 NH1508                         *CURRENT SURVEY CONTROL
 NH1508  ___________________________________________________________________
 NH1508* NAD 83(1997)-  42 07 16.38784(N)    089 24 13.35568(W)     ADJUSTED  
 NH1508* NAVD 88     -                                                        
 NH1508  ___________________________________________________________________
 NH1508  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 NH1508  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NH1508
 NH1508  HORZ ORDER  -  THIRD
 NH1508
 NH1508.The horizontal coordinates were established by classical geodetic methods
 NH1508.and adjusted by the National Geodetic Survey in October 1999..
 NH1508
 NH1508
 NH1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1508
 NH1508.The geoid height was determined by GEOID03.
 NH1508
 NH1508;                    North         East     Units Scale Factor Converg.
 NH1508;SPC IL W     -   605,827.839   763,087.917   MT  0.99999013   +0 30 42.2
 NH1508;SPC IL W     - 1,987,620.17  2,503,564.27   sFT  0.99999013   +0 30 42.2
 NH1508;UTM  16      - 4,666,031.466   301,302.771   MT  1.00008581   -1 36 45.7
 NH1508
 NH1508                          SUPERSEDED SURVEY CONTROL
 NH1508
 NH1508  NAD 83(1997)-  42 07 16.38775(N)    089 24 13.35648(W) AD(       ) 4
 NH1508  NAD 83(1986)-  42 07 16.38923(N)    089 24 13.35880(W) AD(       ) 4
 NH1508  NAD 27      -  42 07 16.28700(N)    089 24 12.96900(W) AD(       ) 3
 NH1508
 NH1508.Superseded values are not recommended for survey control.
 NH1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1508.See file dsdata.txt to determine how the superseded data were derived.
 NH1508
 NH1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0130366031(NAD 83)
 NH1508_MARKER: 53 = ELEVATED TANK
 NH1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1508+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2001
 NH1508
 NH1508  HISTORY     - Date     Condition        Report By
 NH1508  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1508  HISTORY     - 19960504 GOOD             USPSQD
 NH1508  HISTORY     - 20010806 GOOD             USPSQD
 NH1508  HISTORY     - 20041117 GOOD             USPSQD
 NH1508
 NH1508                          STATION DESCRIPTION
 NH1508
 NH1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1508'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK,
 NH1508'LOCATED ON THE EAST SIDE OF A PAVED STREET IN FRONT OF THE
 NH1508'NORTH SECTION OF THE LEAF RIVER COMMUNITY HIGH SCHOOL IN
 NH1508'THE SOUTHEAST SECTION OF LEAF RIVER.  IT IS A STEEL TANK
 NH1508'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, IS ABOUT 85 FEET
 NH1508'HIGH AND IS PAINTED SILVER.
 NH1508
 NH1508                          STATION RECOVERY (1996)
 NH1508
 NH1508'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1508'RECOVERED IN GOOD CONDITION.
 NH1508
 NH1508                          STATION RECOVERY (2001)
 NH1508
 NH1508'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1508'RECOVERED IN GOOD CONDITION.
 NH1508
 NH1508                          STATION RECOVERY (2004)
 NH1508
 NH1508'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1429 ***********************************************************************
 KA1429  DESIGNATION -  LEAF RM 1
 KA1429  PID         -  KA1429
 KA1429  STATE/COUNTY-  IL/CLARK
 KA1429  USGS QUAD   -  CASEY (1984)
 KA1429
 KA1429                         *CURRENT SURVEY CONTROL
 KA1429  ___________________________________________________________________
 KA1429* NAD 83(1986)-  39 18 48.     (N)    087 58 10.     (W)     SCALED    
 KA1429* NAVD 88     -       193.995  (meters)     636.47   (feet)  ADJUSTED  
 KA1429  ___________________________________________________________________
 KA1429  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KA1429  DYNAMIC HT  -         193.882 (meters)     636.09  (feet)  COMP
 KA1429  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 KA1429
 KA1429  VERT ORDER  -  SECOND    CLASS 0
 KA1429
 KA1429.The horizontal coordinates were scaled from a topographic map and have
 KA1429.an estimated accuracy of +/- 6 seconds.
 KA1429
 KA1429.The orthometric height was determined by differential leveling
 KA1429.and adjusted by the National Geodetic Survey in June 1991..
 KA1429
 KA1429.The geoid height was determined by GEOID03.
 KA1429
 KA1429.The dynamic height is computed by dividing the NAVD 88
 KA1429.geopotential number by the normal gravity value computed on the
 KA1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1429.degrees latitude (g = 980.6199 gals.).
 KA1429
 KA1429.The modeled gravity was interpolated from observed gravity values.
 KA1429
 KA1429;                    North         East    Units  Estimated Accuracy
 KA1429;SPC IL E     -   293,830.      331,380.      MT  (+/- 180 meters Scaled)
 KA1429
 KA1429                          SUPERSEDED SURVEY CONTROL
 KA1429
 KA1429  NGVD 29 (??/??/92)  194.062  (m)          636.69   (f) ADJ UNCH    2 0
 KA1429
 KA1429.Superseded values are not recommended for survey control.
 KA1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1429.See file dsdata.txt to determine how the superseded data were derived.
 KA1429
 KA1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ164519(NAD 83)
 KA1429_MARKER: DR = REFERENCE MARK DISK
 KA1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1429_STAMPING: LEAF NO 1 1959
 KA1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1429+STABILITY: SURFACE MOTION
 KA1429
 KA1429  HISTORY     - Date     Condition        Report By
 KA1429  HISTORY     - 1959     MONUMENTED       CGS
 KA1429  HISTORY     - 1980     GOOD             ILDT
 KA1429  HISTORY     - 20050207 POOR             ILDT
 KA1429
 KA1429                          STATION DESCRIPTION
 KA1429
 KA1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1429'1.2 MI NE FROM CASEY.
 KA1429'1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KA1429'WITH STATE HIGHWAY 49 IN THE NORTH PART OF CASEY, THENCE 0.05
 KA1429'MILE SOUTH ALONG A GRAVEL ROAD, AT A DRIVE WEST TO A FIELD, AT
 KA1429'A FENCE CORNER EAST OF THE ROAD, 20 FEET EAST OF THE CENTER LINE
 KA1429'OF THE ROAD, 2 FEET EAST OF A FENCE, 3 FEET SOUTH OF THE SOUTH
 KA1429'END OF A BOARD GATE, 29.3 FEET SOUTH OF TRIANGULATION STATION
 KA1429'LEAF, 28.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 KA1429'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 KA1429'INCHES.
 KA1429
 KA1429                          STATION RECOVERY (1980)
 KA1429
 KA1429'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 KA1429'RECOVERED IN GOOD CONDITION.
 KA1429
 KA1429                          STATION RECOVERY (2005)
 KA1429
 KA1429'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1429'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1430 ***********************************************************************
 KA1430  DESIGNATION -  LEAF RM 2
 KA1430  PID         -  KA1430
 KA1430  STATE/COUNTY-  IL/CLARK
 KA1430  USGS QUAD   -  CASEY (1984)
 KA1430
 KA1430                         *CURRENT SURVEY CONTROL
 KA1430  ___________________________________________________________________
 KA1430* NAD 83(1986)-  39 18 48.     (N)    087 58 10.     (W)     SCALED    
 KA1430* NAVD 88     -       194.046  (meters)     636.63   (feet)  ADJUSTED  
 KA1430  ___________________________________________________________________
 KA1430  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KA1430  DYNAMIC HT  -         193.933 (meters)     636.26  (feet)  COMP
 KA1430  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 KA1430
 KA1430  VERT ORDER  -  SECOND    CLASS 0
 KA1430
 KA1430.The horizontal coordinates were scaled from a topographic map and have
 KA1430.an estimated accuracy of +/- 6 seconds.
 KA1430
 KA1430.The orthometric height was determined by differential leveling
 KA1430.and adjusted by the National Geodetic Survey in June 1991..
 KA1430
 KA1430.The geoid height was determined by GEOID03.
 KA1430
 KA1430.The dynamic height is computed by dividing the NAVD 88
 KA1430.geopotential number by the normal gravity value computed on the
 KA1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1430.degrees latitude (g = 980.6199 gals.).
 KA1430
 KA1430.The modeled gravity was interpolated from observed gravity values.
 KA1430
 KA1430;                    North         East    Units  Estimated Accuracy
 KA1430;SPC IL E     -   293,830.      331,380.      MT  (+/- 180 meters Scaled)
 KA1430
 KA1430                          SUPERSEDED SURVEY CONTROL
 KA1430
 KA1430  NGVD 29 (??/??/92)  194.113  (m)          636.85   (f) ADJ UNCH    2 0
 KA1430
 KA1430.Superseded values are not recommended for survey control.
 KA1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1430.See file dsdata.txt to determine how the superseded data were derived.
 KA1430
 KA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ164519(NAD 83)
 KA1430_MARKER: DR = REFERENCE MARK DISK
 KA1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1430_STAMPING: LEAF NO 2 1959
 KA1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1430+STABILITY: SURFACE MOTION
 KA1430
 KA1430  HISTORY     - Date     Condition        Report By
 KA1430  HISTORY     - 1959     MONUMENTED       CGS
 KA1430  HISTORY     - 1980     POOR             ILDT
 KA1430  HISTORY     - 20050207 POOR             ILDT
 KA1430
 KA1430                          STATION DESCRIPTION
 KA1430
 KA1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KA1430'1.2 MI NE FROM CASEY.
 KA1430'1.2 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1430'STATE HIGHWAY 49 IN THE NORTH PART OF CASEY, THENCE 0.05 MILE
 KA1430'SOUTH ALONG A GRAVEL ROAD, AT A DRIVE WEST TO A FIELD, AT A
 KA1430'FENCE CORNER EAST OF THE ROAD, 20 1/2 FEET WEST OF THE CENTER
 KA1430'LINE OF THE ROAD, 23 FEET SOUTH OF THE FENCE CORNER, 3 1/2 FEET
 KA1430'WEST-NORTHWEST OF THE NORTH END OF A CORRUGATED PIPE CULVERT,
 KA1430'46.9 FEET SOUTHWEST OF TRIANGULATION STATION LEAF, 43.9 FEET
 KA1430'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 KA1430'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KA1430
 KA1430                          STATION RECOVERY (1980)
 KA1430
 KA1430'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 KA1430'MARK RECOVERED IN POOR CONDITION.
 KA1430
 KA1430                          STATION RECOVERY (2005)
 KA1430
 KA1430'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1430'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1728 ***********************************************************************
 JB1728  DESIGNATION -  LEANS
 JB1728  PID         -  JB1728
 JB1728  STATE/COUNTY-  IL/HAMILTON
 JB1728  USGS QUAD   -  BELLE PRAIRIE CITY (1974)
 JB1728
 JB1728                         *CURRENT SURVEY CONTROL
 JB1728  ___________________________________________________________________
 JB1728* NAD 83(1997)-  38 08 35.43492(N)    088 32 19.23580(W)     ADJUSTED  
 JB1728* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 JB1728  ___________________________________________________________________
 JB1728  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 JB1728  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB1728
 JB1728  HORZ ORDER  -  THIRD
 JB1728
 JB1728.The horizontal coordinates were established by classical geodetic methods
 JB1728.and adjusted by the National Geodetic Survey in October 1999..
 JB1728
 JB1728.The orthometric height was scaled from a topographic map.
 JB1728
 JB1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1728
 JB1728.The geoid height was determined by GEOID03.
 JB1728
 JB1728;                    North         East     Units Scale Factor Converg.
 JB1728;SPC IL E     -   163,886.643   281,999.757   MT  0.99997899   -0 07 36.6
 JB1728;SPC IL E     -   537,684.76    925,194.20   sFT  0.99997899   -0 07 36.6
 JB1728;UTM  16      - 4,222,819.274   365,167.493   MT  0.99982390   -0 57 01.7
 JB1728
 JB1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1728!SPC IL E     -   0.99998326  x   0.99997899  =   0.99996225
 JB1728!UTM  16      -   0.99998326  x   0.99982390  =   0.99980716
 JB1728
 JB1728:                Primary Azimuth Mark                     Grid Az
 JB1728:SPC IL E     -  LEANS 1961 AZ MK 1975                    001 20 23.6
 JB1728:UTM  16      -  LEANS 1961 AZ MK 1975                    002 09 48.7
 JB1728
 JB1728|---------------------------------------------------------------------|
 JB1728| PID    Reference Object                     Distance      Geod. Az  |
 JB1728|                                                           dddmmss.s |
 JB1728| JB1732 LEANS 1961 AZ MK 1975               APPROX. 0.8 KM 0011247.0 |
 JB1728| CI4478 LEANS RM 2                            9.146 METERS 00115     |
 JB1728| JB1733 LEANS 2                              18.648 METERS 05147     |
 JB1728| CI4477 LEANS RM 1                           15.572 METERS 07831     |
 JB1728|---------------------------------------------------------------------|
 JB1728
 JB1728                          SUPERSEDED SURVEY CONTROL
 JB1728
 JB1728  NAD 83(1997)-  38 08 35.44500(N)    088 32 19.23349(W) AD(       ) 3
 JB1728  NAD 83(1986)-  38 08 35.44750(N)    088 32 19.23547(W) AD(       ) 3
 JB1728  NAD 27      -  38 08 35.27343(N)    088 32 19.05178(W) AD(       ) 3
 JB1728
 JB1728.Superseded values are not recommended for survey control.
 JB1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1728.See file dsdata.txt to determine how the superseded data were derived.
 JB1728
 JB1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6516722819(NAD 83)
 JB1728_MARKER: DS = TRIANGULATION STATION DISK
 JB1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1728
 JB1728  HISTORY     - Date     Condition        Report By
 JB1728  HISTORY     - 1961     MONUMENTED       CGS
 JB1728  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JB1728
 JB1728                          STATION DESCRIPTION
 JB1728
 JB1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1728'THE STATION IS ABOUT 3.5 MILES NORTH OF MC LEANSBORO, ABOUT 6.75
 JB1728'MILES SOUTHEAST OF
 JB1728'DAHLGREN, AND ON ROAD RIGHT-OF-WAY.  IN THE SOUTHEAST
 JB1728'.25 OF SEC 28, T 4 S, R 6 E.
 JB1728'IT IS 164 FEET NORTHWEST OF THE
 JB1728'NORTHWEST CORNER OF A FRAME HOUSE, 19 FEET WEST
 JB1728'OF THE CENTERLINE OF
 JB1728'STATE HIGHWAY 142, 9 FEET NORTH OF A 12 INCH TREE WITH A
 JB1728'TRIANGULAR BLAZE
 JB1728'ON THE EAST SIDE, 6 FEET SOUTHEAST OF A 14 INCH TREE WITH A
 JB1728'TRIANGULAR BLAZE ON THE
 JB1728'EAST SIDE, 4 FEET NORTH OF A WITNESS POST,
 JB1728'AND 3 FEET EAST OF A WIRE FENCE.  THE
 JB1728'MONUMENT IS FLUSH AND THE DISK
 JB1728'IS STAMPED LEANS 1961.
 JB1728'
 JB1728'TO REACH FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE HIGHWAY 142,
 JB1728'AT THE NORTHWEST CORNER
 JB1728'OF THE SQUARE IN MC LEANSBORO, GO NORTH ON STATE
 JB1728'HIGHWAY 142 FOR 3.2 MILES TO A SIDE
 JB1728'ROAD LEFT.  CONTINUE NORTH ON
 JB1728'HIGHWAY 142 FOR 0.25 MILE TO THE STATION ON THE LEFT.
 JB1728'
 JB1728'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 JB1728'142 FOR 0.5 MILE TO THE
 JB1728'AZIMUTH MARK ON THE RIGHT.
 JB1728'
 JB1728'REFERENCE MARK 1 IS 31 FEET EAST OF CENTERLINE OF STATE HIGHWAY 142,
 JB1728'AND 2 FEET SOUTH OF A POWER
 JB1728'POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 JB1728'STAMPED LEANS NO 1 1961.
 JB1728'
 JB1728'REFERENCE MARK 2 IS 24 FEET NORTH OF THE 14 INCH TREE WITH THE
 JB1728'TRIANGULAR BLAZE, 18
 JB1728'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 142, AND 6
 JB1728'FEET NORTHEAST OF A 12 INCH
 JB1728'TREE.  THE MONUMENT IS FLUSH AND THE DISK
 JB1728'IS STAMPED LEANS NO 2 1961.
 JB1728'
 JB1728'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 JB1728'142, 2 FEET WEST OF A
 JB1728'WITNESS POST, AND 1 FOOT SOUTHWEST OF A POWER POLE.  THE
 JB1728'MONUMENT PROJECTS 6 INCHES
 JB1728'AND THE DISK IS STAMPED LEANS 1961.
 JB1728'
 JB1728'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JB1728
 JB1728                          STATION RECOVERY (1975)
 JB1728
 JB1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JB1728'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JB1728'FOUND IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARK 2 WERE
 JB1728'IN THE WAY OF ROAD CONSTRUCTION.  REFERENCE MARK 1 AND THE AZIMUTH
 JB1728'MARK WERE NOT IN WAY OF THE CONSTRUCTION.  THE STATION MARK AND
 JB1728'REFERENCE MARK 2 WAS DESTROYED AFTER LEANS 2 WAS ESTABLISHED.
 JB1728'SEE THE DESCRIPTION TO LEANS 2 FOR DETAILS.  THE DISTANCE AND
 JB1728'DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 JB1728'
 JB1728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 JB1728'NORTH OF MCLEANSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1732 ***********************************************************************
 JB1732  DESIGNATION -  LEANS 1961 AZ MK 1975
 JB1732  PID         -  JB1732
 JB1732  STATE/COUNTY-  IL/HAMILTON
 JB1732  USGS QUAD   -  BELLE PRAIRIE CITY (1974)
 JB1732
 JB1732                         *CURRENT SURVEY CONTROL
 JB1732  ___________________________________________________________________
 JB1732* NAD 83(1997)-  38 09 00.82444(N)    088 32 18.55498(W)     ADJUSTED  
 JB1732* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 JB1732  ___________________________________________________________________
 JB1732  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 JB1732  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JB1732
 JB1732  HORZ ORDER  -  THIRD
 JB1732
 JB1732.The horizontal coordinates were established by classical geodetic methods
 JB1732.and adjusted by the National Geodetic Survey in October 1999..
 JB1732
 JB1732.The orthometric height was scaled from a topographic map.
 JB1732
 JB1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1732
 JB1732.The geoid height was determined by GEOID03.
 JB1732
 JB1732;                    North         East     Units Scale Factor Converg.
 JB1732;SPC IL E     -   164,669.427   282,018.067   MT  0.99997898   -0 07 36.2
 JB1732;SPC IL E     -   540,252.95    925,254.27   sFT  0.99997898   -0 07 36.2
 JB1732;UTM  16      - 4,223,601.592   365,197.049   MT  0.99982380   -0 57 01.8
 JB1732
 JB1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1732!SPC IL E     -   0.99998561  x   0.99997898  =   0.99996459
 JB1732!UTM  16      -   0.99998561  x   0.99982380  =   0.99980942
 JB1732
 JB1732:                Primary Azimuth Mark                     Grid Az
 JB1732:SPC IL E     -  LEANS 2                                  180 16 11.5
 JB1732:UTM  16      -  LEANS 2                                  181 05 37.1
 JB1732
 JB1732|---------------------------------------------------------------------|
 JB1732| PID    Reference Object                     Distance      Geod. Az  |
 JB1732|                                                           dddmmss.s |
 JB1732| JB1733 LEANS 2                             APPROX. 0.8 KM 1800835.3 |
 JB1732|---------------------------------------------------------------------|
 JB1732
 JB1732                          SUPERSEDED SURVEY CONTROL
 JB1732
 JB1732  NAD 83(1997)-  38 09 00.83452(N)    088 32 18.55265(W) AD(       ) 3
 JB1732  NAD 83(1986)-  38 09 00.83703(N)    088 32 18.55462(W) AD(       ) 3
 JB1732  NAD 27      -  38 09 00.66360(N)    088 32 18.37102(W) AD(       ) 3
 JB1732
 JB1732.Superseded values are not recommended for survey control.
 JB1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1732.See file dsdata.txt to determine how the superseded data were derived.
 JB1732
 JB1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6519723602(NAD 83)
 JB1732_MARKER: DZ = AZIMUTH MARK DISK
 JB1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1732+STABILITY: SURFACE MOTION
 JB1732
 JB1732  HISTORY     - Date     Condition        Report By
 JB1732  HISTORY     - 1975     MONUMENTED       NGS
 JB1732
 JB1732                          STATION DESCRIPTION
 JB1732
 JB1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JB1732'THE STATION IS ABOUT 3-1/2 MILES NORTH OF MC LEANSBORO AND ON ROAD
 JB1732'RIGHT-OF-WAY.  IT IS 30 FEET EAST OF THE CENTERLINE OF STATE
 JB1732'HIGHWAY 142, 25 FEET NORTH OF A POWER POLE AND 1 FOOT SOUTH OF A
 JB1732'METAL WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 JB1732'STAMPED LEANS 2 1975.
 JB1732'
 JB1732'TO REACH STATION LEANS 2 FROM THE JUNCTION OF U.S. HIGHWAY 460 AND
 JB1732'STATE HIGHWAY 142 AT THE NORTHWEST CORNER OF THE SQUARE AT
 JB1732'MC LEANSBORO, GO NORTH ON STATE HIGHWAY 142 FOR 3.5 MILES TO A SMALL
 JB1732'RISE AND THE STATION ON THE RIGHT AS DESCRIBED.
 JB1732'
 JB1732'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JB1732'3 FEET SOUTH OF A POWER POLE AND 2 FEET WEST OF A METAL WITNESS
 JB1732'POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JB1732'LEANS 1961.
 JB1732'
 JB1732'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE HIGHWAY
 JB1732'FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 JB1732'
 JB1732'NEAREST TOWN--MC LEANSBORO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1733 ***********************************************************************
 JB1733  DESIGNATION -  LEANS 2
 JB1733  PID         -  JB1733
 JB1733  STATE/COUNTY-  IL/HAMILTON
 JB1733  USGS QUAD   -  BELLE PRAIRIE CITY (1974)
 JB1733
 JB1733                         *CURRENT SURVEY CONTROL
 JB1733  ___________________________________________________________________
 JB1733* NAD 83(1997)-  38 08 35.80909(N)    088 32 18.63411(W)     ADJUSTED  
 JB1733* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 JB1733  ___________________________________________________________________
 JB1733  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 JB1733  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JB1733
 JB1733  HORZ ORDER  -  THIRD
 JB1733
 JB1733.The horizontal coordinates were established by classical geodetic methods
 JB1733.and adjusted by the National Geodetic Survey in October 1999..
 JB1733.No horizontal observational check was made to the station.
 JB1733
 JB1733.The orthometric height was scaled from a topographic map.
 JB1733
 JB1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1733
 JB1733.The geoid height was determined by GEOID03.
 JB1733
 JB1733;                    North         East     Units Scale Factor Converg.
 JB1733;SPC IL E     -   163,898.147   282,014.434   MT  0.99997898   -0 07 36.2
 JB1733;SPC IL E     -   537,722.50    925,242.36   sFT  0.99997898   -0 07 36.2
 JB1733;UTM  16      - 4,222,830.564   365,182.331   MT  0.99982385   -0 57 01.3
 JB1733
 JB1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1733!SPC IL E     -   0.99998326  x   0.99997898  =   0.99996224
 JB1733!UTM  16      -   0.99998326  x   0.99982385  =   0.99980711
 JB1733
 JB1733:                Primary Azimuth Mark                     Grid Az
 JB1733:SPC IL E     -  LEANS 1961 AZ MK 1975                    000 16 11.4
 JB1733:UTM  16      -  LEANS 1961 AZ MK 1975                    001 05 36.5
 JB1733
 JB1733|---------------------------------------------------------------------|
 JB1733| PID    Reference Object                     Distance      Geod. Az  |
 JB1733|                                                           dddmmss.s |
 JB1733| JB1732 LEANS 1961 AZ MK 1975               APPROX. 0.8 KM 0000835.2 |
 JB1733| CI4477 LEANS RM 1                            8.471 METERS 17554     |
 JB1733| JB1728 LEANS                                18.648 METERS 23147     |
 JB1733| CI4479 LEANS 2 RM 3                         29.863 METERS 26046     |
 JB1733|---------------------------------------------------------------------|
 JB1733
 JB1733                          SUPERSEDED SURVEY CONTROL
 JB1733
 JB1733  NAD 83(1997)-  38 08 35.81917(N)    088 32 18.63181(W) AD(       ) 3
 JB1733  NAD 83(1986)-  38 08 35.82171(N)    088 32 18.63373(W) AD(       ) 3
 JB1733  NAD 27      -  38 08 35.64768(N)    088 32 18.45000(W) AD(       ) 3
 JB1733
 JB1733.Superseded values are not recommended for survey control.
 JB1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1733.See file dsdata.txt to determine how the superseded data were derived.
 JB1733
 JB1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6518222831(NAD 83)
 JB1733_MARKER: DS = TRIANGULATION STATION DISK
 JB1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1733
 JB1733  HISTORY     - Date     Condition        Report By
 JB1733  HISTORY     - 1975     MONUMENTED       NGS
 JB1733  HISTORY     - 20060508 GOOD             ILDT
 JB1733
 JB1733                          STATION DESCRIPTION
 JB1733
 JB1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JB1733'THE STATION IS ABOUT 3-1/2 MILES NORTH OF MC LEANSBORO AND ON
 JB1733'ROAD RIGHT-OF-WAY.  IT IS 30 FEET EAST OF THE CENTERLINE OF STATE
 JB1733'HIGHWAY 142, 25 FEET NORTH OF A POWER POLE AND 1 FOOT SOUTH OF A
 JB1733'METAL WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS
 JB1733'STAMPED LEANS 2 1975.
 JB1733'
 JB1733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 460 AND
 JB1733'STATE HIGHWAY 142 AT THE NORTHWEST CORNER OF THE SQUARE AT MC
 JB1733'LEANSBORO, GO NORTH ON STATE HIGHWAY 142 FOR 3.5 MILES TO A SMALL
 JB1733'RISE AND THE STATION ON THE RIGHT AS DESCRIBED.
 JB1733'
 JB1733'REFERENCE MARK 1 IS 31 FEET EAST OF THE CENTERLINE OF HIGHWAY 142,
 JB1733'29 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A POWER
 JB1733'POLE.  THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED LEANS
 JB1733'NO 1 1961.
 JB1733'
 JB1733'REFERENCE MARK 3 IS 68 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JB1733'50 FEET SOUTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 2 FEET
 JB1733'SOUTHEAST OF A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS
 JB1733'POST.  THE MONUMENT IS A 3 FOOT ALUMINUM PRE-CAST MONUMENT
 JB1733'PROJECTING 3 INCHES AND STAMPED LEANS 2 NO 3 1975.
 JB1733'
 JB1733'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JB1733'3 FEET SOUTH OF A POWER POLE AND 2 FEET WEST OF A METAL WITNESS
 JB1733'POST.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JB1733'LEANS 1961.
 JB1733'
 JB1733'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 JB1733'HIGHWAY FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 JB1733'
 JB1733'THE ARROW ON REFERENCE MARK 1 IS POINTED TO THE WEST AND NOT TO
 JB1733'LEANS 2.
 JB1733'
 JB1733'NEAREST TOWN--MC LEANSBORO.
 JB1733
 JB1733                          STATION RECOVERY (2006)
 JB1733
 JB1733'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006 (WAE)
 JB1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1978 ***********************************************************************
 JB1978  DESIGNATION -  LEBANON COLLEGE CHAPEL SPIRE
 JB1978  PID         -  JB1978
 JB1978  STATE/COUNTY-  IL/ST CLAIR
 JB1978  USGS QUAD   -  LEBANON (1991)
 JB1978
 JB1978                         *CURRENT SURVEY CONTROL
 JB1978  ___________________________________________________________________
 JB1978* NAD 83(1997)-  38 36 23.23185(N)    089 48 57.74450(W)     ADJUSTED  
 JB1978* NAVD 88     -                                                        
 JB1978  ___________________________________________________________________
 JB1978  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 JB1978  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JB1978
 JB1978  HORZ ORDER  -  THIRD
 JB1978
 JB1978.The horizontal coordinates were established by classical geodetic methods
 JB1978.and adjusted by the National Geodetic Survey in October 1999..
 JB1978
 JB1978
 JB1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1978
 JB1978.The geoid height was determined by GEOID03.
 JB1978
 JB1978;                    North         East     Units Scale Factor Converg.
 JB1978;SPC IL W     -   215,341.858   730,539.298   MT  0.99995266   +0 13 07.6
 JB1978;SPC IL W     -   706,500.75  2,396,777.68   sFT  0.99995266   +0 13 07.6
 JB1978;SPC MO E     -   307,967.273   309,572.138   MT  0.99997702   +0 25 36.4
 JB1978;UTM  16      - 4,276,867.486   254,787.053   MT  1.00034053   -1 45 28.8
 JB1978
 JB1978                          SUPERSEDED SURVEY CONTROL
 JB1978
 JB1978  NAD 83(1986)-  38 36 23.24756(N)    089 48 57.73987(W) AD(       ) 4
 JB1978  NAD 27      -  38 36 23.06900(N)    089 48 57.38700(W) AD(       ) 3
 JB1978
 JB1978.Superseded values are not recommended for survey control.
 JB1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1978.See file dsdata.txt to determine how the superseded data were derived.
 JB1978
 JB1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5478776867(NAD 83)
 JB1978_MARKER: 89 = SPIRE
 JB1978
 JB1978  HISTORY     - Date     Condition        Report By
 JB1978  HISTORY     - 1880     FIRST OBSERVED   CGS
 JB1978
 JB1978                          STATION DESCRIPTION
 JB1978
 JB1978'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1979 ***********************************************************************
 JB1979  DESIGNATION -  LEBANON METHODIST CHURCH SPIRE
 JB1979  PID         -  JB1979
 JB1979  STATE/COUNTY-  IL/ST CLAIR
 JB1979  USGS QUAD   -  LEBANON (1991)
 JB1979
 JB1979                         *CURRENT SURVEY CONTROL
 JB1979  ___________________________________________________________________
 JB1979* NAD 83(1997)-  38 36 14.81312(N)    089 48 50.59963(W)     ADJUSTED  
 JB1979* NAVD 88     -                                                        
 JB1979  ___________________________________________________________________
 JB1979  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 JB1979  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1979
 JB1979  HORZ ORDER  -  THIRD
 JB1979
 JB1979.The horizontal coordinates were established by classical geodetic methods
 JB1979.and adjusted by the National Geodetic Survey in October 1999..
 JB1979
 JB1979
 JB1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1979
 JB1979.The geoid height was determined by GEOID03.
 JB1979
 JB1979;                    North         East     Units Scale Factor Converg.
 JB1979;SPC IL W     -   215,082.938   730,713.160   MT  0.99995279   +0 13 12.0
 JB1979;SPC IL W     -   705,651.27  2,397,348.09   sFT  0.99995279   +0 13 12.0
 JB1979;SPC MO E     -   307,708.980   309,746.943   MT  0.99997728   +0 25 40.8
 JB1979;UTM  16      - 4,276,602.620   254,951.944   MT  1.00033954   -1 45 24.0
 JB1979
 JB1979                          SUPERSEDED SURVEY CONTROL
 JB1979
 JB1979  NAD 83(1986)-  38 36 14.82943(N)    089 48 50.59470(W) AD(       ) 4
 JB1979  NAD 27      -  38 36 14.65400(N)    089 48 50.24300(W) AD(       ) 3
 JB1979
 JB1979.Superseded values are not recommended for survey control.
 JB1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1979.See file dsdata.txt to determine how the superseded data were derived.
 JB1979
 JB1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5495276603(NAD 83)
 JB1979_MARKER: 90 = CHURCH SPIRE
 JB1979
 JB1979  HISTORY     - Date     Condition        Report By
 JB1979  HISTORY     - 1880     FIRST OBSERVED   CGS
 JB1979
 JB1979                          STATION DESCRIPTION
 JB1979
 JB1979'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1977 ***********************************************************************
 JB1977  DESIGNATION -  LEBANON MUNICIPAL TANK
 JB1977  PID         -  JB1977
 JB1977  STATE/COUNTY-  IL/ST CLAIR
 JB1977  USGS QUAD   -  LEBANON (1991)
 JB1977
 JB1977                         *CURRENT SURVEY CONTROL
 JB1977  ___________________________________________________________________
 JB1977* NAD 83(1997)-  38 36 15.32702(N)    089 48 28.36686(W)     ADJUSTED  
 JB1977* NAVD 88     -                                                        
 JB1977  ___________________________________________________________________
 JB1977  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 JB1977  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JB1977
 JB1977  HORZ ORDER  -  THIRD
 JB1977
 JB1977.The horizontal coordinates were established by classical geodetic methods
 JB1977.and adjusted by the National Geodetic Survey in October 1999..
 JB1977
 JB1977
 JB1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1977
 JB1977.The geoid height was determined by GEOID03.
 JB1977
 JB1977;                    North         East     Units Scale Factor Converg.
 JB1977;SPC IL W     -   215,100.867   731,251.022   MT  0.99995320   +0 13 25.9
 JB1977;SPC IL W     -   705,710.09  2,399,112.73   sFT  0.99995320   +0 13 25.9
 JB1977;UTM  16      - 4,276,601.986   255,490.312   MT  1.00033629   -1 45 10.1
 JB1977
 JB1977                          SUPERSEDED SURVEY CONTROL
 JB1977
 JB1977  NAD 83(1986)-  38 36 15.34335(N)    089 48 28.36142(W) AD(       ) 4
 JB1977  NAD 27      -  38 36 15.17202(N)    089 48 28.00745(W) AD(       ) 3
 JB1977
 JB1977.Superseded values are not recommended for survey control.
 JB1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1977.See file dsdata.txt to determine how the superseded data were derived.
 JB1977
 JB1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5549076602(NAD 83)
 JB1977_MARKER: 53 = ELEVATED TANK
 JB1977
 JB1977  HISTORY     - Date     Condition        Report By
 JB1977  HISTORY     - 1934     FIRST OBSERVED   CGS
 JB1977  HISTORY     - 1961     GOOD             CGS
 JB1977
 JB1977                          STATION DESCRIPTION
 JB1977
 JB1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1977'STATION IS LOCATED IN THE BUSINESS SECTION OF LEBANON.
 JB1977'
 JB1977'STATION IS A STEEL WATER TANK PAINTED SILVER, IS SUPPORTED BY 4 LEGS,
 JB1977'HAS LEBANON
 JB1977'PAINTED ON THE NORTH, SOUTHWEST AND SOUTHEAST SIDES OF
 JB1977'TANK AND IS APPROXIMATELY 100 FEET HIGH.
 JB1977'
 JB1977'POINT INTERSECTED WAS TOP AND CENTER.
 JB1977'
 JB1977'NOTE- THIS STATION WAS INTERSECTED IN 1934 BUT NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0656 ***********************************************************************
 JB0656  DESIGNATION -  LECKRONE
 JB0656  PID         -  JB0656
 JB0656  STATE/COUNTY-  IL/MARION
 JB0656  USGS QUAD   -  SALEM NORTH (1978)
 JB0656
 JB0656                         *CURRENT SURVEY CONTROL
 JB0656  ___________________________________________________________________
 JB0656* NAD 83(1997)-  38 38 05.04359(N)    088 58 03.16647(W)     ADJUSTED  
 JB0656* NAVD 88     -       170.685  (meters)     559.99   (feet)  ADJUSTED  
 JB0656  ___________________________________________________________________
 JB0656  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 JB0656  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JB0656  DYNAMIC HT  -         170.576 (meters)     559.63  (feet)  COMP
 JB0656  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 JB0656
 JB0656  HORZ ORDER  -  SECOND
 JB0656  VERT ORDER  -  SECOND    CLASS 0
 JB0656
 JB0656.The horizontal coordinates were established by classical geodetic methods
 JB0656.and adjusted by the National Geodetic Survey in October 1999..
 JB0656
 JB0656.The orthometric height was determined by differential leveling
 JB0656.and adjusted by the National Geodetic Survey in June 1991..
 JB0656
 JB0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0656
 JB0656.The geoid height was determined by GEOID03.
 JB0656
 JB0656.The dynamic height is computed by dividing the NAVD 88
 JB0656.geopotential number by the normal gravity value computed on the
 JB0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0656.degrees latitude (g = 980.6199 gals.).
 JB0656
 JB0656.The modeled gravity was interpolated from observed gravity values.
 JB0656
 JB0656;                    North         East     Units Scale Factor Converg.
 JB0656;SPC IL E     -   218,621.001   244,780.195   MT  1.00001253   -0 23 45.5
 JB0656;SPC IL E     -   717,259.07    803,083.02   sFT  1.00001253   -0 23 45.5
 JB0656;UTM  16      - 4,278,080.203   328,746.729   MT  0.99996117   -1 13 43.5
 JB0656
 JB0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0656!SPC IL E     -   0.99997808  x   1.00001253  =   0.99999061
 JB0656!UTM  16      -   0.99997808  x   0.99996117  =   0.99993925
 JB0656
 JB0656:                Primary Azimuth Mark                     Grid Az
 JB0656:SPC IL E     -  AIRPORT BCN SALEM LECKRONE APT           002 38 14.0
 JB0656:UTM  16      -  AIRPORT BCN SALEM LECKRONE APT           003 28 12.0
 JB0656
 JB0656|---------------------------------------------------------------------|
 JB0656| PID    Reference Object                     Distance      Geod. Az  |
 JB0656|                                                           dddmmss.s |
 JB0656| JB1790 AIRPORT BCN SALEM LECKRONE APT      APPROX. 1.2 KM 0021428.5 |
 JB0656| JB0657 LECKRONE RM 1                        25.386 METERS 01441     |
 JB0656| JB1791 SALEM N MUNICIPAL TANK              APPROX. 2.1 KM 0741911.2 |
 JB0656| JB0655 LECKRONE RM 2                        26.455 METERS 11922     |
 JB0656| JB1786 SALEM CITY STACK                    APPROX. 2.4 KM 1281043.1 |
 JB0656| JB1787 SALEM BROWN SHOE CO WATER TANK      APPROX. 2.1 KM 1291456.7 |
 JB0656| JB1788 SALEM S MUNICIPAL TANK              APPROX. 2.4 KM 1351250.8 |
 JB0656| JB1789 SALEM RADIO STA KBB 690 MAST        APPROX. 1.5 KM 2113840.4 |
 JB0656|---------------------------------------------------------------------|
 JB0656
 JB0656                          SUPERSEDED SURVEY CONTROL
 JB0656
 JB0656  NAD 83(1986)-  38 38 05.05910(N)    088 58 03.16274(W) AD(       ) 2
 JB0656  NAD 27      -  38 38 04.88008(N)    088 58 02.95159(W) AD(       ) 2
 JB0656  NGVD 29 (??/??/92)  170.794  (m)          560.35   (f) ADJ UNCH    2 0
 JB0656
 JB0656.Superseded values are not recommended for survey control.
 JB0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0656.See file dsdata.txt to determine how the superseded data were derived.
 JB0656
 JB0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH2874778080(NAD 83)
 JB0656_MARKER: DS = TRIANGULATION STATION DISK
 JB0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0656_STAMPING: LECKRONE 1960
 JB0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0656+STABILITY: SURFACE MOTION
 JB0656
 JB0656  HISTORY     - Date     Condition        Report By
 JB0656  HISTORY     - 1960     MONUMENTED       CGS
 JB0656  HISTORY     - 1960     GOOD             CGS
 JB0656  HISTORY     - 1962     GOOD             CGS
 JB0656  HISTORY     - 1968     GOOD             CGS
 JB0656
 JB0656                          STATION DESCRIPTION
 JB0656
 JB0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0656'THE STATION IS LOCATED ABOUT 5.0 MILES EAST-NORTHEAST OF ODIN, ABOUT
 JB0656'1.25 MILES NORTHWEST OF
 JB0656'SALEM, ABOUT 1.0 MILE NORTH OF U S HIGHWAY 50 AND JUST
 JB0656'SOUTH OF THE SOUTHWEST CORNER
 JB0656'OF THE SALEM-LECKRONE AIRPORT.
 JB0656'
 JB0656'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 50 AND STATE
 JB0656'HIGHWAY 37 IN SALEM, GO
 JB0656'NORTH ON STATE HIGHWAY 37 FOR 0.55 MILE TO THE SOUTHEAST
 JB0656'CORNER OF BRYAN MEMORIAL PARK
 JB0656'AND BOONE STREET.  TURN LEFT AND GO
 JB0656'WEST ON BOONE STREET FOR 1.2 MILES TO THE
 JB0656'STATION ON THE LEFT AS DESCRIBED.
 JB0656'
 JB0656'THE STATION IS A STANDARD TRIANGULATION STATION MARK DISK SET IN TOP
 JB0656'OF A 10 INCH CONCRETE
 JB0656'POST WHICH IS SET FLUSH AND THE DISK IS STAMPED
 JB0656'LECKRONE 1960.  THE MARK IS 86.5
 JB0656'FEET NORTHWEST OF WITNESS POST, 60
 JB0656'FEET SOUTH OF THE CENTER OF ROAD, 48 FEET EAST OF
 JB0656'THE CENTER OF ROAD,
 JB0656'44 FEET NORTH OF A SINGLE ROW OF TREES AND 17 FEET WEST OF A SIGN
 JB0656'SALEM-LECKRONE AIRPORT.
 JB0656'
 JB0656'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0656'CONCRETE POST WHICH IS SET
 JB0656'FLUSH AND THE DISK IS STAMPED LECKRONE NO 1 1960.
 JB0656'THE MARK IS 101 FEET EAST OF THE
 JB0656'CENTER OF ROAD, 78 FEET EAST OF
 JB0656'POWERLINE POLE AND 26 FEET NORTH OF THE CENTER OF ROAD.
 JB0656'
 JB0656'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0656'CONCRETE POST WHICH
 JB0656'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LECKRONE
 JB0656'NO 2 1960.  THE MARK IS 71.6
 JB0656'FEET SOUTHEAST OF SIGN SALEM-LECKRONE
 JB0656'AIRPORT, 68 FEET SOUTH OF THE CENTER OF ROAD
 JB0656'AND 1.7 FEET EAST OF WITNESS POST.
 JB0656'
 JB0656'NO AZIMUTH MARK SET FOR THIS SECTION.
 JB0656'
 JB0656'HEIGHT OF LIGHT ABOVE STATION MARK 30.28 METERS.
 JB0656
 JB0656                          STATION RECOVERY (1960)
 JB0656
 JB0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0656'1.8 MI NW FROM SALEM.
 JB0656'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JB0656'STATE HIGHWAY 37 IN SALEM, THENCE 0.55 MILE NORTH ALONG NORTH
 JB0656'ILLINOIS AVENUE, THENCE 0.6 MILE WEST ALONG WEST BOONE STREET,
 JB0656'AT THE JUNCTION OF A NORTH-SOUTH CROSS ROAD, 59 FEET SOUTHWEST
 JB0656'OF THE CENTER LINE OF THE ROAD, 48 FEET EAST OF THE CENTER LINE
 JB0656'OF THE DIRT ROAD SOUTH, 102 FEET SOUTHEAST OF THE CENTER OF THE
 JB0656'JUNCTION, 17 FEET WEST OF A METAL SIGN (SALEM-LECKRONE AIRPORT)
 JB0656'86.6 FEET WEST-NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JB0656'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0656'POST PROJECTING 1 INCH.
 JB0656
 JB0656                          STATION RECOVERY (1962)
 JB0656
 JB0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB0656'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND AS
 JB0656'DESCRIBED.  THE DISTANCES
 JB0656'AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED.
 JB0656'
 JB0656'BENCH MARK A 156 WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD U S C
 JB0656'AND G S BENCH MARK DISK
 JB0656'STAMPED A 156 1949, SET FLUSH IN THE TOP OF A 12 INCH
 JB0656'ROUND CONCRETE POST THAT IS FLUSH
 JB0656'WITH THE GROUND.  IT IS 28 FEET
 JB0656'EAST OF THE CENTERLINE OF A PAVED ROAD, 26 FEET
 JB0656'SOUTH OF THE
 JB0656'CENTERLINE OF A DRIVEWAY, 12 FEET SOUTHWEST OF A 10 INCH POPLAR
 JB0656'TREE AND 1 FOOT
 JB0656'NORTH OF A WITNESS POST.
 JB0656'
 JB0656'TO REACH FROM THE STATION, GO NORTH ON A PAVED ROAD FOR 0.7 MILE TO
 JB0656'THE MARK ON THE RIGHT.
 JB0656'
 JB0656'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB0656
 JB0656                          STATION RECOVERY (1968)
 JB0656
 JB0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JB0656'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION
 JB0656'IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0657 ***********************************************************************
 JB0657  DESIGNATION -  LECKRONE RM 1
 JB0657  PID         -  JB0657
 JB0657  STATE/COUNTY-  IL/MARION
 JB0657  USGS QUAD   -  SALEM NORTH (1978)
 JB0657
 JB0657                         *CURRENT SURVEY CONTROL
 JB0657  ___________________________________________________________________
 JB0657* NAD 83(1986)-  38 38 04.     (N)    088 58 02.     (W)     SCALED    
 JB0657* NAVD 88     -       170.596  (meters)     559.70   (feet)  ADJUSTED  
 JB0657  ___________________________________________________________________
 JB0657  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JB0657  DYNAMIC HT  -         170.487 (meters)     559.34  (feet)  COMP
 JB0657  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 JB0657
 JB0657  VERT ORDER  -  SECOND    CLASS 0
 JB0657
 JB0657.The horizontal coordinates were scaled from a topographic map and have
 JB0657.an estimated accuracy of +/- 6 seconds.
 JB0657
 JB0657.The orthometric height was determined by differential leveling
 JB0657.and adjusted by the National Geodetic Survey in June 1991..
 JB0657
 JB0657.The geoid height was determined by GEOID03.
 JB0657
 JB0657.The dynamic height is computed by dividing the NAVD 88
 JB0657.geopotential number by the normal gravity value computed on the
 JB0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0657.degrees latitude (g = 980.6199 gals.).
 JB0657
 JB0657.The modeled gravity was interpolated from observed gravity values.
 JB0657
 JB0657;                    North         East    Units  Estimated Accuracy
 JB0657;SPC IL E     -   218,590.      244,810.      MT  (+/- 180 meters Scaled)
 JB0657
 JB0657                          SUPERSEDED SURVEY CONTROL
 JB0657
 JB0657  NGVD 29 (??/??/92)  170.705  (m)          560.05   (f) ADJ UNCH    2 0
 JB0657
 JB0657.Superseded values are not recommended for survey control.
 JB0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0657.See file dsdata.txt to determine how the superseded data were derived.
 JB0657
 JB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH287780(NAD 83)
 JB0657_MARKER: DR = REFERENCE MARK DISK
 JB0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0657_STAMPING: LECKRONE NO 1 1960
 JB0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0657+STABILITY: SURFACE MOTION
 JB0657
 JB0657  HISTORY     - Date     Condition        Report By
 JB0657  HISTORY     - 1960     MONUMENTED       CGS
 JB0657
 JB0657                          STATION DESCRIPTION
 JB0657
 JB0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0657'1.8 MI NW FROM SALEM.
 JB0657'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JB0657'STATE HIGHWAY 37 IN SALEM, THENCE 0.55 MILE NORTH ALONG NORTH
 JB0657'ILLINOIS AVENUE, THENCE 0.6 MILE WEST ALONG WEST BOONE STREET,
 JB0657'AT THE JUNCTION OF A NORTH-SOUTH CROSS ROAD, 23 FEET NORTHEAST
 JB0657'OF THE CENTER LINE OF THE ROAD, 93 FEET EAST OF THE CENTER LINE
 JB0657'OF THE OILED ROAD NORTH, 82 FEET NORTH-NORTHWEST OF A METAL SIGN
 JB0657'(SALEM-LECKRONE AIRPORT), 83.3 FEET NORTH OF TRIANGULATION
 JB0657'STATION LECKRONE, 135.5 FEET NORTHWEST OF A METAL WITNESS POST,
 JB0657'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 JB0657'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0655 ***********************************************************************
 JB0655  DESIGNATION -  LECKRONE RM 2
 JB0655  PID         -  JB0655
 JB0655  STATE/COUNTY-  IL/MARION
 JB0655  USGS QUAD   -  SALEM NORTH (1978)
 JB0655
 JB0655                         *CURRENT SURVEY CONTROL
 JB0655  ___________________________________________________________________
 JB0655* NAD 83(1986)-  38 38 04.     (N)    088 58 02.     (W)     SCALED    
 JB0655* NAVD 88     -       170.924  (meters)     560.77   (feet)  ADJUSTED  
 JB0655  ___________________________________________________________________
 JB0655  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JB0655  DYNAMIC HT  -         170.815 (meters)     560.42  (feet)  COMP
 JB0655  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 JB0655
 JB0655  VERT ORDER  -  SECOND    CLASS 0
 JB0655
 JB0655.The horizontal coordinates were scaled from a topographic map and have
 JB0655.an estimated accuracy of +/- 6 seconds.
 JB0655
 JB0655.The orthometric height was determined by differential leveling
 JB0655.and adjusted by the National Geodetic Survey in June 1991..
 JB0655
 JB0655.The geoid height was determined by GEOID03.
 JB0655
 JB0655.The dynamic height is computed by dividing the NAVD 88
 JB0655.geopotential number by the normal gravity value computed on the
 JB0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0655.degrees latitude (g = 980.6199 gals.).
 JB0655
 JB0655.The modeled gravity was interpolated from observed gravity values.
 JB0655
 JB0655;                    North         East    Units  Estimated Accuracy
 JB0655;SPC IL E     -   218,590.      244,810.      MT  (+/- 180 meters Scaled)
 JB0655
 JB0655                          SUPERSEDED SURVEY CONTROL
 JB0655
 JB0655  NGVD 29 (??/??/92)  171.033  (m)          561.13   (f) ADJ UNCH    2 0
 JB0655
 JB0655.Superseded values are not recommended for survey control.
 JB0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0655.See file dsdata.txt to determine how the superseded data were derived.
 JB0655
 JB0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH287780(NAD 83)
 JB0655_MARKER: DR = REFERENCE MARK DISK
 JB0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0655_STAMPING: LECKRONE NO 2 1960
 JB0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0655+STABILITY: SURFACE MOTION
 JB0655
 JB0655  HISTORY     - Date     Condition        Report By
 JB0655  HISTORY     - 1960     MONUMENTED       CGS
 JB0655
 JB0655                          STATION DESCRIPTION
 JB0655
 JB0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0655'1.8 MI NW FROM SALEM.
 JB0655'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JB0655'WITH STATE HIGHWAY 37 IN SALEM, THENCE 0.55 MILE NORTH ALONG
 JB0655'NORTH ILLINOIS AVENUE, THENCE 0.6 MILE WEST ALONG WEST BOONE
 JB0655'STREET, AT THE JUNCTION OF A NORTH-SOUTH CROSS ROAD, 65 FEET
 JB0655'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 124 FEET EAST OF THE
 JB0655'CENTER LINE OF THE DIRT ROAD SOUTH, 181 FEET SOUTHEAST OF THE
 JB0655'CENTER OF THE JUNCTION, 72 FEET SOUTHEAST OF A METAL SIGN
 JB0655'(SALEM-LECKRONE AIRPORT), 86.8 FEET SOUTHEAST OF TRIANGULATION
 JB0655'STATION LECKRONE, 1.6 FEET NORTHEAST OF A METAL WITNESS POST,
 JB0655'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 JB0655'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1945 ***********************************************************************
 ME1945  DESIGNATION -  LECLAIRE
 ME1945  PID         -  ME1945
 ME1945  STATE/COUNTY-  IL/COOK
 ME1945  USGS QUAD   -  HARVEY (1993)
 ME1945
 ME1945                         *CURRENT SURVEY CONTROL
 ME1945  ___________________________________________________________________
 ME1945* NAD 83(1997)-  41 33 24.42224(N)    087 44 23.99651(W)     ADJUSTED  
 ME1945* NAVD 88     -       220.995  (meters)     725.05   (feet)  ADJUSTED  
 ME1945  ___________________________________________________________________
 ME1945  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 ME1945  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME1945  DYNAMIC HT  -         220.911 (meters)     724.77  (feet)  COMP
 ME1945  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 ME1945
 ME1945  HORZ ORDER  -  SECOND
 ME1945  VERT ORDER  -  SECOND    CLASS 0
 ME1945
 ME1945.The horizontal coordinates were established by classical geodetic methods
 ME1945.and adjusted by the National Geodetic Survey in October 1999..
 ME1945
 ME1945.The orthometric height was determined by differential leveling
 ME1945.and adjusted by the National Geodetic Survey in June 1991..
 ME1945
 ME1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1945
 ME1945.The geoid height was determined by GEOID03.
 ME1945
 ME1945.The dynamic height is computed by dividing the NAVD 88
 ME1945.geopotential number by the normal gravity value computed on the
 ME1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1945.degrees latitude (g = 980.6199 gals.).
 ME1945
 ME1945.The modeled gravity was interpolated from observed gravity values.
 ME1945
 ME1945;                    North         East     Units Scale Factor Converg.
 ME1945;SPC IL E     -   543,046.298   349,496.712   MT  1.00000514   +0 23 37.0
 ME1945;SPC IL E     - 1,781,644.40  1,146,640.46   sFT  1.00000514   +0 23 37.0
 ME1945;UTM  16      - 4,600,832.716   438,291.403   MT  0.99964686   -0 29 27.2
 ME1945
 ME1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1945!SPC IL E     -   0.99997056  x   1.00000514  =   0.99997570
 ME1945!UTM  16      -   0.99997056  x   0.99964686  =   0.99961743
 ME1945
 ME1945:                Primary Azimuth Mark                     Grid Az
 ME1945:SPC IL E     -  HOMEWOOD ST JOHNS EV LUTH CH             090 13 37.1
 ME1945:UTM  16      -  HOMEWOOD ST JOHNS EV LUTH CH             091 06 41.3
 ME1945
 ME1945|---------------------------------------------------------------------|
 ME1945| PID    Reference Object                     Distance      Geod. Az  |
 ME1945|                                                           dddmmss.s |
 ME1945| ME2936 HOMEWOOD ST JOHNS EV LUTH CH        APPROX. 1.6 KM 0903714.1 |
 ME1945| ME1949 LECLAIRE RM 1                        22.572 METERS 13302     |
 ME1945| ME2948 LECLAIRE 1959 AZ MK                 369.294 METERS 17714     |
 ME1945| ME1947 LECLAIRE RM 2                        18.263 METERS 18009     |
 ME1945| ME1946 LECLAIRE 2                            9.623 METERS 18521     |
 ME1945| ME1948 LECLAIRE 2 RM 3                      41.279 METERS 26122     |
 ME1945| CM3021 LECLAIRE RM 3                        41.279 METERS 26122     |
 ME1945|---------------------------------------------------------------------|
 ME1945
 ME1945                          SUPERSEDED SURVEY CONTROL
 ME1945
 ME1945  NAD 83(1997)-  41 33 24.42226(N)    087 44 23.99660(W) AD(       ) 2
 ME1945  NAD 83(1997)-  41 33 24.42661(N)    087 44 24.00419(W) AD(       ) 2
 ME1945  NAD 83(1986)-  41 33 24.42652(N)    087 44 24.00417(W) AD(       ) 2
 ME1945  NAD 27      -  41 33 24.30478(N)    087 44 23.83033(W) AD(       ) 2
 ME1945  NGVD 29 (??/??/92)  221.084  (m)          725.34   (f) ADJ UNCH    2 0
 ME1945
 ME1945.Superseded values are not recommended for survey control.
 ME1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1945.See file dsdata.txt to determine how the superseded data were derived.
 ME1945
 ME1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3829100833(NAD 83)
 ME1945_MARKER: DS = TRIANGULATION STATION DISK
 ME1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1945_STAMPING: LECLAIRE 1959
 ME1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1945+STABILITY: SURFACE MOTION
 ME1945
 ME1945  HISTORY     - Date     Condition        Report By
 ME1945  HISTORY     - 1959     MONUMENTED       CGS
 ME1945  HISTORY     - 1959     GOOD             CGS
 ME1945  HISTORY     - 1966     GOOD             CGS
 ME1945  HISTORY     - 1968     GOOD             CGS
 ME1945  HISTORY     - 1971     GOOD             BRADY
 ME1945  HISTORY     - 1987     GOOD             USPSQD
 ME1945  HISTORY     - 1989     GOOD             USPSQD
 ME1945  HISTORY     - 19891020 MARK NOT FOUND   NGS
 ME1945
 ME1945                          STATION DESCRIPTION
 ME1945
 ME1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 ME1945'THE STATION IS LOCATED ABOUT 4 MILES WEST OF HOMEWOOD, 3 MILES SOUTH
 ME1945'OF OAK FOREST AND 0.4 MILE WEST
 ME1945'OF STATE HIGHWAY 50.
 ME1945'
 ME1945'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND U.S.
 ME1945'HIGHWAY 30, ABOUT 2 MILES
 ME1945'WEST OF OLYMPIA FIELDS, GO NORTH ON STATE HIGHWAY 50 FOR 0.5 MILE TO
 ME1945'A CROSSROADS.  CONTINUE NORTH FOR
 ME1945'2 MILES TO A CROSSROAD AND SIGN 183RD STREET.  TURN
 ME1945'LEFT ON 183RD STREET AND GO WEST FOR 0.35 MILE TO
 ME1945'THE STATION ON THE LEFT.
 ME1945'
 ME1945'THE STATION IS A STANDARD STATION MARK DISK STAMPED LECLAIRE 1959 AND
 ME1945'IS SET IN THE TOP OF A 10 X
 ME1945'10 INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  THE MARK IS
 ME1945'104 FEET SOUTH OF THE CENTERLINE OF
 ME1945'BRENNAN ROAD, 76 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 ME1945'POLE AND 31 FEET WEST OF THE APPROXIMATE CENTER OF A
 ME1945'DIRT ROAD.
 ME1945'
 ME1945'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 ME1945'LECLAIRE NO 1 1959 AND IS
 ME1945'SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST WHICH IS FLUSH WITH
 ME1945'THE GROUND.  THE MARK IS 25
 ME1945'FEET EAST OF THE APPROXIMATE CENTER OF A DIRT ROAD AND 15 FEET
 ME1945'SOUTHWEST OF A POWER LINE POLE.
 ME1945'
 ME1945'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 ME1945'LECLAIRE NO 2 1959 AND IS
 ME1945'SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST WHICH IS FLUSH WITH
 ME1945'THE GROUND.  THE MARK IS 67.5
 ME1945'FEET WEST-SOUTHWEST OF A POWER LINE POLE AND 30 FEET WEST OF
 ME1945'THE APPROXIMATE CENTER OF A DIRT ROAD.
 ME1945'
 ME1945'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 ME1945'10 X 10 INCH CONCRETE POST
 ME1945'WHICH PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LECLAIRE 1959.
 ME1945'THE MARK IS 29 FEET EAST OF THE
 ME1945'APPROXIMATE CENTER OF A DIRT ROAD, 4.4 FEET WEST OF A POWER
 ME1945'LINE POLE AND 3.4 FEET WEST OF A WITNESS POST.
 ME1945'
 ME1945'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DIRT ROAD FOR
 ME1945'0.25 MILE TO THE MARK ON THE
 ME1945'LEFT.
 ME1945'
 ME1945'THE DISTANCE FROM R. M. NO. 1 TO R.M. NO. 2 IS 55.14 FEET OR 16.809
 ME1945'METERS.
 ME1945'
 ME1945'HEIGHT OF LIGHT ABOVE STATION MARK 23.60 METERS.
 ME1945
 ME1945                          STATION RECOVERY (1959)
 ME1945
 ME1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 ME1945'3.6 MI S FROM OAK FOREST.
 ME1945'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION
 ME1945'WITH U.S. HIGHWAY 6 IN OAK FOREST, THENCE 0.4 MILES WEST ALONG
 ME1945'AN ASPHALT ROAD (183RD STREET), AT THE JUNCTION OF LECLAIRE
 ME1945'STREET, 108 FEET SOUTH OF THE CENTER LINE OF 183RD STREET, 30
 ME1945'FEET WEST OF THE CENTER LINE OF LECLAIRE STREET, 77 FEET
 ME1945'SOUTH-SOUTHEAST OF A POWER POLE, 87 FEET SOUTHWEST AND ACROSS
 ME1945'LECLAIRE STREET FROM A POWER POLE, 82 FEET WEST-NORTHWEST AND
 ME1945'ACROSS THE STREET FROM THE SOUTHWEST CORNER OF A GARAGE, ABOUT
 ME1945'1/2 FOOT BELOW THE LEVEL OF LECLAIRE STREET, SET IN THE TOP OF
 ME1945'A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE MARK IS NOW
 ME1945'IN THE CENTER OF A PAVED FRONTAGE ROAD AND IN DANGER OF EITHER
 ME1945'BEING COVERED OR GRADED OUT.  A NEW MARK WAS SET NEAR BY AND THIS
 ME1945'MARK WAS LEFT INTACT.
 ME1945
 ME1945                          STATION RECOVERY (1966)
 ME1945
 ME1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 ME1945'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 ME1945'AT THIS TIME.  DUE
 ME1945'TO CONSTRUCTION OF A NEW HIGHWAY NEAR THE
 ME1945'STATION SITE NEW MEASUREMENTS TO
 ME1945'REFERENCE POINTS WERE MADE.  THE TO
 ME1945'REACH IS ADEQUATE.
 ME1945'
 ME1945'STATION MARK IS NOW SURROUNDED BY BLACKTOP ON A SMALL SIDE STREET
 ME1945'LEADING TO 2
 ME1945'HOUSES.  IT IS 107 FEET SOUTH OF THE CENTERLINE OF 183RD
 ME1945'STREET, 109 FEET SOUTHWEST OF
 ME1945'THE INTERSECTION OF 183RD STREET AND
 ME1945'LECLAIRE AVE., 47.5 FEET NORTHWEST OF THE
 ME1945'SOUTHWEST CORNER OF A FRAME
 ME1945'GARAGE, 39.6 FEET NORTHEAST OF A POWER POLE AND A METAL
 ME1945'WITNESS POST AND
 ME1945'A WITNESS SIGN, AND 31 FEET WEST OF THE CENTERLINE OF LECLAIRE AVE.
 ME1945'
 ME1945'REFERENCE MARK NO. 1 IS 40.0 FEET SOUTHWEST OF THE SOUTHWEST
 ME1945'CORNER OF THE
 ME1945'GARAGE, 25 FEET EAST OF LECLAIRE AVE. AND 13 FEET SOUTHWEST
 ME1945'OF A POWER POLE.
 ME1945'
 ME1945'REFERENCE MARK NO. 2 IS 38 FEET SOUTHEAST OF THE POWER POLE AND
 ME1945'WITNESS POST.
 ME1945'
 ME1945'THE AZIMUTH MARK IS 67 FEET NORTHEAST OF THE INTERSECTION OF
 ME1945'LECLAIRE AVE. AND
 ME1945'A DRIVEWAY WEST OF THE CENTERLINE OF LECLAIRE AVE.,
 ME1945'4.3 FEET WEST OF A POWER POLE AND
 ME1945'3.4 FEET WEST OF A METAL WITNESS
 ME1945'POST.
 ME1945
 ME1945                          STATION RECOVERY (1968)
 ME1945
 ME1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME1945'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  HOWEVER
 ME1945'SINCE THE STATION
 ME1945'MARK IS IN A FRONTAGE ROAD AND SURROUNDED BY PAVEMENT
 ME1945'AND THERE IS A POSSIBLE CHANCE OF IT
 ME1945'BEING DESTROYED BY GRADING OR
 ME1945'FUTURE PAVING A NEW STATION, LECLAIRE 2 WAS SET NEAR
 ME1945'BY.  THE DISTANCE AND
 ME1945'DIRECTION TO THE MARKS CHECKED.  THE MARKS WERE LEFT INTACT.
 ME1945'
 ME1945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES SOUTH OF
 ME1945'OAK FOREST
 ME1945'
 ME1945'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 ME1945
 ME1945                          STATION RECOVERY (1971)
 ME1945
 ME1945'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1971 (LS)
 ME1945'RECOVERED BY BRADY LAND SURVEYING INC
 ME1945'
 ME1945'LECLAIRN 1959 GOOD
 ME1945'ALL MARKS WERE FOUND IN GOOD CONDITION.
 ME1945
 ME1945                          STATION RECOVERY (1987)
 ME1945
 ME1945'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEP)
 ME1945'RECOVERED IN GOOD CONDITION.
 ME1945
 ME1945                          STATION RECOVERY (1989)
 ME1945
 ME1945'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 ME1945'RECOVERED IN GOOD CONDITION.
 ME1945
 ME1945                          STATION RECOVERY (1989)
 ME1945
 ME1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JEB)
 ME1945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1946 ***********************************************************************
 ME1946  DESIGNATION -  LECLAIRE 2
 ME1946  PID         -  ME1946
 ME1946  STATE/COUNTY-  IL/COOK
 ME1946  USGS QUAD   -  HARVEY (1993)
 ME1946
 ME1946                         *CURRENT SURVEY CONTROL
 ME1946  ___________________________________________________________________
 ME1946* NAD 83(1997)-  41 33 24.11168(N)    087 44 24.03523(W)     ADJUSTED  
 ME1946* NAVD 88     -       221.14   (meters)     725.5    (feet)  RESET     
 ME1946  ___________________________________________________________________
 ME1946  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 ME1946  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME1946
 ME1946  HORZ ORDER  -  THIRD
 ME1946  VERT ORDER  -  THIRD
 ME1946
 ME1946.The horizontal coordinates were established by classical geodetic methods
 ME1946.and adjusted by the National Geodetic Survey in October 1999..
 ME1946.No horizontal observational check was made to the station.
 ME1946
 ME1946.The orthometric height was computed from unverified reset data.
 ME1946.No vertical observational check was made to the station.
 ME1946
 ME1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME1946
 ME1946.The geoid height was determined by GEOID03.
 ME1946
 ME1946;                    North         East     Units Scale Factor Converg.
 ME1946;SPC IL E     -   543,036.710   349,495.880   MT  1.00000514   +0 23 36.9
 ME1946;SPC IL E     - 1,781,612.94  1,146,637.73   sFT  1.00000514   +0 23 36.9
 ME1946;UTM  16      - 4,600,823.146   438,290.424   MT  0.99964686   -0 29 27.3
 ME1946
 ME1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME1946!SPC IL E     -   0.99997054  x   1.00000514  =   0.99997568
 ME1946!UTM  16      -   0.99997054  x   0.99964686  =   0.99961741
 ME1946
 ME1946:                Primary Azimuth Mark                     Grid Az
 ME1946:SPC IL E     -  OAK FOREST INSTITUTION STACK             009 22 36.8
 ME1946:UTM  16      -  OAK FOREST INSTITUTION STACK             010 15 41.0
 ME1946
 ME1946|---------------------------------------------------------------------|
 ME1946| PID    Reference Object                     Distance      Geod. Az  |
 ME1946|                                                           dddmmss.s |
 ME1946| ME2934 OAK FOREST INSTITUTION STACK        APPROX. 4.7 KM 0094613.7 |
 ME1946| ME2948 LECLAIRE 1959 AZ MK                 359.770 METERS 17701     |
 ME1946| CM3021 LECLAIRE RM 3                        40.063 METERS 27451     |
 ME1946|---------------------------------------------------------------------|
 ME1946
 ME1946                          SUPERSEDED SURVEY CONTROL
 ME1946
 ME1946  NAD 83(1997)-  41 33 24.11170(N)    087 44 24.03531(W) AD(       ) 3
 ME1946  NAD 83(1997)-  41 33 24.11605(N)    087 44 24.04291(W) AD(       ) 3
 ME1946  NAD 83(1986)-  41 33 24.11596(N)    087 44 24.04289(W) AD(       ) 3
 ME1946  NAD 27      -  41 33 23.99422(N)    087 44 23.86906(W) AD(       ) 3
 ME1946  NGVD 29 (??/??/??)  221.23   (m)          725.8    (f) RESET       3  
 ME1946
 ME1946.Superseded values are not recommended for survey control.
 ME1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1946.See file dsdata.txt to determine how the superseded data were derived.
 ME1946
 ME1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3829000823(NAD 83)
 ME1946_MARKER: DS = TRIANGULATION STATION DISK
 ME1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1946_STAMPING: LECLAIRE 2 1968
 ME1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1946+STABILITY: SURFACE MOTION
 ME1946
 ME1946  HISTORY     - Date     Condition        Report By
 ME1946  HISTORY     - 1968     MONUMENTED       CGS
 ME1946  HISTORY     - 1968     GOOD             CGS
 ME1946  HISTORY     - 1974     GOOD             BRADY
 ME1946  HISTORY     - 1987     GOOD             USPSQD
 ME1946  HISTORY     - 1989     GOOD             USPSQD
 ME1946
 ME1946                          STATION DESCRIPTION
 ME1946
 ME1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 ME1946'ABOUT 4 MILES WEST OF HOMEWOOD, 3 MILES SOUTH OF OAK FOREST, 140
 ME1946'FEET SOUTH OF THE
 ME1946'CENTERLINE OF 183RD STREET, 35 FEET SOUTH OF THE
 ME1946'CENTERLINE OF A PAVED FRONTAGE ROAD,
 ME1946'32 FEET WEST OF THE CENTERLINE OF
 ME1946'LECLAIRE AVE., 22 FEET EAST OF A POWER POLE AND A METAL
 ME1946'WITNESS POST AND
 ME1946'2 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER.  THE MONUMENT
 ME1946'PROJECTS 3 INCHES AND
 ME1946'THE DISK IS STAMPED LECLAIRE 2 1968.
 ME1946'
 ME1946'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 ME1946'STATE HIGHWAY 50
 ME1946'(ABOUT 2 MILES WEST OF OLYMPIA FIELDS), GO NORTH ON
 ME1946'HIGHWAY 50 FOR 2.5 MILES TO THE
 ME1946'INTERSECTION OF 183RD STREET.  TURN
 ME1946'LEFT AND GO WEST ON 183RD STREET FOR 0.35 MILE TO
 ME1946'THE STATION ON THE
 ME1946'LEFT.
 ME1946'
 ME1946'REFERENCE MARK 1 IS 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 ME1946'A GARAGE, 25 FEET
 ME1946'EAST OF THE CENTERLINE OF LECLAIRE AVE. AND 13 FEET
 ME1946'SOUTHWEST OF A POWER POLE.  THE
 ME1946'MONUMENT IS FLUSH AND THE DISK IS
 ME1946'STAMPED LECLAIRE NO 1 1959.
 ME1946'
 ME1946'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF LECLAIRE
 ME1946'AVE, AND 38 FEET
 ME1946'SOUTHEAST OF THE POWER POLE AND WITNESS POST.  THE
 ME1946'MONUMENT IS FLUSH AND THE DISK IS
 ME1946'STAMPED LECLAIRE NO 2 1959.
 ME1946'
 ME1946'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LECLAIRE 2 NO 3 1968
 ME1946'SET IN A DRILL
 ME1946'HOLE IN A CONCRETE CULVERT UNDER A DRIVEWAY, 25 FEET
 ME1946'SOUTH OF THE CENTERLINE OF THE
 ME1946'FRONTAGE ROAD, 14 FEET NORTH OF A BRICK
 ME1946'WALL AND 12 FEET EAST OF THE CENTERLINE OF THE
 ME1946'DRIVEWAY.
 ME1946'
 ME1946'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTERLINE OF LECLAIRE
 ME1946'AVE., 67 FEET
 ME1946'NORTHEAST OF THE INTERSECTION OF THE AVENUE AND A
 ME1946'DRIVEWAY WEST, 4 FEET WEST OF A
 ME1946'POWER POLE AND 3 FEET WEST OF A METAL
 ME1946'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 ME1946'IS STAMPED LECLAIRE
 ME1946'1959.
 ME1946'
 ME1946'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON LECLAIRE
 ME1946'AVE. FOR 0.25 MILE
 ME1946'TO THE MARK ON THE LEFT.
 ME1946'
 ME1946'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME1946
 ME1946                          STATION RECOVERY (1968)
 ME1946
 ME1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 ME1946'3.6 MI S FROM OAK FOREST.
 ME1946'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION
 ME1946'WITH U.S. HIGHWAY 6 IN OAK FOREST, THENCE 0.4 MILE WEST ALONG
 ME1946'183RD ST. AT THE INTERSECTION OF LECLAIRE AVE., 140 FEET SOUTH
 ME1946'OF THE CENTERLINE OF 183RD STREET, 35 FEET SOUTH OF THE CENTERLINE
 ME1946'OF A PAVED FRONTAGE ROAD, 22 FEET EAST OF A POWER POLE AND A
 ME1946'METAL WITNESS POST AND 2 FEET NORTHWEST OF A CONCRETE
 ME1946'RIGHT-OF-WAY MARKER.  THE DISK IS SET IN THE TOP OF A ROUND
 ME1946'CONCRETE POST WHICH PROJECTS 3 INCHES.
 ME1946
 ME1946                          STATION RECOVERY (1974)
 ME1946
 ME1946'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1974 (KM)
 ME1946'RECOVERED BY BRADY LAND SURVEYING INC
 ME1946'
 ME1946'KELLAIRE 2 1968 GOOD
 ME1946
 ME1946                          STATION RECOVERY (1987)
 ME1946
 ME1946'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEP)
 ME1946'RECOVERED IN GOOD CONDITION.
 ME1946
 ME1946                          STATION RECOVERY (1989)
 ME1946
 ME1946'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 ME1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1948 ***********************************************************************
 ME1948  DESIGNATION -  LECLAIRE 2 RM 3
 ME1948  PID         -  ME1948
 ME1948  STATE/COUNTY-  IL/COOK
 ME1948  USGS QUAD   -  HARVEY (1993)
 ME1948
 ME1948                         *CURRENT SURVEY CONTROL
 ME1948  ___________________________________________________________________
 ME1948* NAD 83(1986)-  41 33 23.     (N)    087 44 25.     (W)     SCALED    
 ME1948* NAVD 88     -       220.24   (+/-2cm)     722.6    (feet)  VERTCON   
 ME1948  ___________________________________________________________________
 ME1948  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME1948
 ME1948  VERT ORDER  -  THIRD (See Below)
 ME1948
 ME1948.The horizontal coordinates were scaled from a topographic map and have
 ME1948.an estimated accuracy of +/- 6 seconds.
 ME1948
 ME1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME1948.The vertical order pertains to the NGVD 29 superseded value.
 ME1948
 ME1948.The geoid height was determined by GEOID03.
 ME1948
 ME1948;                    North         East    Units  Estimated Accuracy
 ME1948;SPC IL E     -   543,000.      349,470.      MT  (+/- 180 meters Scaled)
 ME1948
 ME1948                          SUPERSEDED SURVEY CONTROL
 ME1948
 ME1948  NGVD 29 (??/??/??)  220.33   (m)          722.9    (f) RESET       3  
 ME1948
 ME1948.Superseded values are not recommended for survey control.
 ME1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1948.See file dsdata.txt to determine how the superseded data were derived.
 ME1948
 ME1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM382007(NAD 83)
 ME1948_MARKER: DR = REFERENCE MARK DISK
 ME1948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1948_SP_SET: CULVERT
 ME1948_STAMPING: LECLAIRE 2 NO 3 1968
 ME1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1948
 ME1948  HISTORY     - Date     Condition        Report By
 ME1948  HISTORY     - 1968     MONUMENTED       CGS
 ME1948
 ME1948                          STATION DESCRIPTION
 ME1948
 ME1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 ME1948'3.6 MI S FROM OAK FOREST.
 ME1948'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION
 ME1948'WITH U.S. HIGHWAY 6 IN OAK FOREST, THENCE WEST ALONG 183RD
 ME1948'STREET AT THE INTERSECTION OF LECLAIRE AVE., A STANDARD DISK
 ME1948'SET IN A DRILL HOLE IN A CONCRETE CULVERT UNDER A DRIVEWAY, 25
 ME1948'FEET SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 14 FEET NORTH
 ME1948'OF A BRICK WALL AND 12 FEET EAST OF THE CENTERLINE OF THE
 ME1948'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1949 ***********************************************************************
 ME1949  DESIGNATION -  LECLAIRE RM 1
 ME1949  PID         -  ME1949
 ME1949  STATE/COUNTY-  IL/COOK
 ME1949  USGS QUAD   -  HARVEY (1993)
 ME1949
 ME1949                         *CURRENT SURVEY CONTROL
 ME1949  ___________________________________________________________________
 ME1949* NAD 83(1986)-  41 33 23.     (N)    087 44 23.     (W)     SCALED    
 ME1949* NAVD 88     -       221.006  (meters)     725.08   (feet)  ADJUSTED  
 ME1949  ___________________________________________________________________
 ME1949  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME1949  DYNAMIC HT  -         220.922 (meters)     724.81  (feet)  COMP
 ME1949  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 ME1949
 ME1949  VERT ORDER  -  SECOND    CLASS 0
 ME1949
 ME1949.The horizontal coordinates were scaled from a topographic map and have
 ME1949.an estimated accuracy of +/- 6 seconds.
 ME1949
 ME1949.The orthometric height was determined by differential leveling
 ME1949.and adjusted by the National Geodetic Survey in June 1991..
 ME1949
 ME1949.The geoid height was determined by GEOID03.
 ME1949
 ME1949.The dynamic height is computed by dividing the NAVD 88
 ME1949.geopotential number by the normal gravity value computed on the
 ME1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1949.degrees latitude (g = 980.6199 gals.).
 ME1949
 ME1949.The modeled gravity was interpolated from observed gravity values.
 ME1949
 ME1949;                    North         East    Units  Estimated Accuracy
 ME1949;SPC IL E     -   543,000.      349,520.      MT  (+/- 180 meters Scaled)
 ME1949
 ME1949                          SUPERSEDED SURVEY CONTROL
 ME1949
 ME1949  NGVD 29 (??/??/92)  221.095  (m)          725.38   (f) ADJ UNCH    2 0
 ME1949
 ME1949.Superseded values are not recommended for survey control.
 ME1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1949.See file dsdata.txt to determine how the superseded data were derived.
 ME1949
 ME1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM383007(NAD 83)
 ME1949_MARKER: DR = REFERENCE MARK DISK
 ME1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1949_STAMPING: LECLAIRE NO 1 1959
 ME1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1949+STABILITY: SURFACE MOTION
 ME1949
 ME1949  HISTORY     - Date     Condition        Report By
 ME1949  HISTORY     - 1959     MONUMENTED       CGS
 ME1949  HISTORY     - 1968     GOOD             NGS
 ME1949  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1949
 ME1949                          STATION DESCRIPTION
 ME1949
 ME1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1949'3.6 MI S FROM OAK FOREST.
 ME1949'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION
 ME1949'WITH U.S. HIGHWAY 6 IN OAK FOREST, THENCE 0.4 MILES WEST ALONG AN
 ME1949'ASPHALT ROAD (183RD STREET), AT THE JUNCTION OF LECLAIRE STREET,
 ME1949'158 FEET SOUTH OF THE CENTER LINE OF 183RD STREET, 25 FEET EAST
 ME1949'OF THE CENTER LINE OF LECLAIRE STREET, 14 1/2 FEET SOUTHWEST
 ME1949'OF POWER POLE 18311, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ME1949'OF A GARAGE, 74.1 FEET SOUTHEAST OF TRIANGULATION STATION
 ME1949'LECLAIRE, ABOUT 1/2 FOOT BELOW THE LEVEL OF LECLAIRE STREET,
 ME1949'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 ME1949
 ME1949                          STATION RECOVERY (1968)
 ME1949
 ME1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ME1949'RECOVERED IN GOOD CONDITION.
 ME1949
 ME1949                          STATION RECOVERY (1987)
 ME1949
 ME1949'RECOVERY NOTE BY US POWER SQUADRON 1987 (CEP)
 ME1949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1947 ***********************************************************************
 ME1947  DESIGNATION -  LECLAIRE RM 2
 ME1947  PID         -  ME1947
 ME1947  STATE/COUNTY-  IL/COOK
 ME1947  USGS QUAD   -  HARVEY (1993)
 ME1947
 ME1947                         *CURRENT SURVEY CONTROL
 ME1947  ___________________________________________________________________
 ME1947* NAD 83(1986)-  41 33 23.     (N)    087 44 23.     (W)     SCALED    
 ME1947* NAVD 88     -       220.941  (meters)     724.87   (feet)  ADJUSTED  
 ME1947  ___________________________________________________________________
 ME1947  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME1947  DYNAMIC HT  -         220.857 (meters)     724.60  (feet)  COMP
 ME1947  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 ME1947
 ME1947  VERT ORDER  -  SECOND    CLASS 0
 ME1947
 ME1947.The horizontal coordinates were scaled from a topographic map and have
 ME1947.an estimated accuracy of +/- 6 seconds.
 ME1947
 ME1947.The orthometric height was determined by differential leveling
 ME1947.and adjusted by the National Geodetic Survey in June 1991..
 ME1947
 ME1947.The geoid height was determined by GEOID03.
 ME1947
 ME1947.The dynamic height is computed by dividing the NAVD 88
 ME1947.geopotential number by the normal gravity value computed on the
 ME1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1947.degrees latitude (g = 980.6199 gals.).
 ME1947
 ME1947.The modeled gravity was interpolated from observed gravity values.
 ME1947
 ME1947;                    North         East    Units  Estimated Accuracy
 ME1947;SPC IL E     -   543,000.      349,520.      MT  (+/- 180 meters Scaled)
 ME1947
 ME1947                          SUPERSEDED SURVEY CONTROL
 ME1947
 ME1947  NGVD 29 (??/??/92)  221.030  (m)          725.16   (f) ADJ UNCH    2 0
 ME1947
 ME1947.Superseded values are not recommended for survey control.
 ME1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1947.See file dsdata.txt to determine how the superseded data were derived.
 ME1947
 ME1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM383007(NAD 83)
 ME1947_MARKER: DR = REFERENCE MARK DISK
 ME1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1947_STAMPING: LECLAIRE NO 2 1959
 ME1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1947+STABILITY: SURFACE MOTION
 ME1947
 ME1947  HISTORY     - Date     Condition        Report By
 ME1947  HISTORY     - 1959     MONUMENTED       CGS
 ME1947  HISTORY     - 1968     GOOD             NGS
 ME1947
 ME1947                          STATION DESCRIPTION
 ME1947
 ME1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1947'3.6 MI S FROM OAK FOREST.
 ME1947'ABOUT 3.2 MILES SOUTH ALONG STATE HIGHWAY 50 FROM ITS JUNCTION
 ME1947'WITH U.S. HIGHWAY 6 IN OAK FOREST, THENCE 0.4 MILES WEST ALONG
 ME1947'AN ASPHALT ROAD (183RD STREET), AT THE JUNCTION OF LECLAIRE
 ME1947'STREET, 167 FEET SOUTH OF THE CENTER LINE OF 183RD STREET,
 ME1947'30 FEET WEST OF THE CENTER LINE OF LECLAIRE STREET, 135 FEET
 ME1947'SOUTH OF A POWER POLE, 67 1/2 FEET WEST AND ACROSS THE STREET
 ME1947'FROM POWER POLE 18311, 92 FEET WEST-SOUTHWEST AND ACROSS THE
 ME1947'STREET FROM THE SOUTHWEST CORNER OF A GARAGE, 59.9 FEET SOUTH
 ME1947'OF TRIANGULATION STATION LECLAIRE, ABOUT 1/2 FOOT ABOVE THE
 ME1947'LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH
 ME1947'WITH THE GROUND.
 ME1947
 ME1947                          STATION RECOVERY (1968)
 ME1947
 ME1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ME1947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1877 ***********************************************************************
 HB1877  DESIGNATION -  LEDFORD R 9 05
 HB1877  PID         -  HB1877
 HB1877  STATE/COUNTY-  IL/SALINE
 HB1877  USGS QUAD   -  HARRISBURG (1996)
 HB1877
 HB1877                         *CURRENT SURVEY CONTROL
 HB1877  ___________________________________________________________________
 HB1877* NAD 83(1997)-  37 40 22.45183(N)    088 35 51.84611(W)     ADJUSTED  
 HB1877* NAVD 88     -       112.6    (meters)     369.     (feet)  GPS OBS   
 HB1877  ___________________________________________________________________
 HB1877  X           -     123,698.689 (meters)                     COMP
 HB1877  Y           -  -5,053,251.580 (meters)                     COMP
 HB1877  Z           -   3,876,822.013 (meters)                     COMP
 HB1877  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HB1877  ELLIP HEIGHT-          83.24  (meters)          (03/08/05) GPS OBS
 HB1877  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HB1877
 HB1877  HORZ ORDER  -  FIRST
 HB1877  ELLP ORDER  -  FOURTH    CLASS I
 HB1877
 HB1877.The horizontal coordinates were established by classical geodetic methods
 HB1877.and adjusted by the National Geodetic Survey in October 1999..
 HB1877
 HB1877.The orthometric height was determined by GPS observations and a
 HB1877.high-resolution geoid model.
 HB1877
 HB1877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1877
 HB1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1877
 HB1877.The ellipsoidal height was determined by GPS observations
 HB1877.and is referenced to NAD 83.
 HB1877
 HB1877.The geoid height was determined by GEOID03.
 HB1877
 HB1877;                    North         East     Units Scale Factor Converg.
 HB1877;SPC IL E     -   111,703.080   276,674.741   MT  0.99998170   -0 09 41.7
 HB1877;SPC IL E     -   366,479.19    907,723.71   sFT  0.99998170   -0 09 41.7
 HB1877;UTM  16      - 4,170,724.807   359,097.696   MT  0.99984454   -0 58 35.8
 HB1877
 HB1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1877!SPC IL E     -   0.99998694  x   0.99998170  =   0.99996864
 HB1877!UTM  16      -   0.99998694  x   0.99984454  =   0.99983148
 HB1877
 HB1877:                Primary Azimuth Mark                     Grid Az
 HB1877:SPC IL E     -  LEDFORD R 9 05 AZ MK                     267 55 53.4
 HB1877:UTM  16      -  LEDFORD R 9 05 AZ MK                     268 44 47.5
 HB1877
 HB1877|---------------------------------------------------------------------|
 HB1877| PID    Reference Object                     Distance      Geod. Az  |
 HB1877|                                                           dddmmss.s |
 HB1877| HB1876 LEDFORD R 9 05 AZ MK                APPROX. 0.7 KM 2674611.7 |
 HB1877|---------------------------------------------------------------------|
 HB1877
 HB1877                          SUPERSEDED SURVEY CONTROL
 HB1877
 HB1877  ELLIP H (10/21/99)   83.25   (m)                       GP(       ) 4 1
 HB1877  NAD 83(1997)-  37 40 22.45633(N)    088 35 51.84574(W) AD(       ) 1
 HB1877  NAD 83(1986)-  37 40 22.46255(N)    088 35 51.84802(W) AD(       ) 1
 HB1877
 HB1877.Superseded values are not recommended for survey control.
 HB1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1877.See file dsdata.txt to determine how the superseded data were derived.
 HB1877
 HB1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5909870725(NAD 83)
 HB1877_MARKER: I = METAL ROD
 HB1877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1877_SP_SET: STAINLESS STEEL ROD
 HB1877_STAMPING: LEDFORD R-9-05 1991
 HB1877_MARK LOGO: USFS  
 HB1877_PROJECTION: FLUSH
 HB1877_MAGNETIC: I = MARKER IS A STEEL ROD
 HB1877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1877+STABILITY: POSITION/ELEVATION WELL
 HB1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1877+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1992
 HB1877_ROD/PIPE-DEPTH: 10   meters
 HB1877
 HB1877  HISTORY     - Date     Condition        Report By
 HB1877  HISTORY     - 1991     MONUMENTED       USFS
 HB1877  HISTORY     - 19921209 GOOD
 HB1877
 HB1877                          STATION DESCRIPTION
 HB1877
 HB1877'DESCRIBED BY US FOREST SERVICE 1991
 HB1877'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45,34 AND 145 IN
 HB1877'HARRISBURG, IL GO SOUTHERLY ON ROUTE 34-145 5.96 KM (3.70 MI) TO A
 HB1877'ROAD ON THE RIGHT (WEST)WALNUT GROVE ROAD TURN RIGHT (WEST), GO 5.5
 HB1877'KM (3.4 MI) TO THE STATION ON THE RIGHT (NORTH) AT BASE OF ROAD FILL,
 HB1877'0.9 M (3.0 FT) SOUTHEAST OF A POWER POLE.  STATION (LEDFORD) IS AN
 HB1877'ALUMINUM CYLINDER WITH ACCESS COVER, SET IN CONCRETE, WITH CENTER
 HB1877'PUNCHED VERTICAL STAINLESS STEEL ROD INSIDE ACCESS COVER.
 HB1877'1.)  0.9MSOUTHEAST OF A POWER POLE.
 HB1877'2.)  9.1MNORTH OF THE CENTERLINE OF WALNUT GROVE ROAD.
 HB1877'3.)  30.8MNORTHEAST OF THE EAST END OF A DRAINAGE PIPE.
 HB1877
 HB1877                          STATION RECOVERY (1992)
 HB1877
 HB1877'RECOVERED 1992
 HB1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1876 ***********************************************************************
 HB1876  DESIGNATION -  LEDFORD R 9 05 AZ MK
 HB1876  PID         -  HB1876
 HB1876  STATE/COUNTY-  IL/SALINE
 HB1876  USGS QUAD   -  HARRISBURG (1996)
 HB1876
 HB1876                         *CURRENT SURVEY CONTROL
 HB1876  ___________________________________________________________________
 HB1876* NAD 83(1997)-  37 40 21.62345(N)    088 36 18.58114(W)     ADJUSTED  
 HB1876* NAVD 88     -       116.3    (meters)     382.     (feet)  GPS OBS   
 HB1876  ___________________________________________________________________
 HB1876  X           -     123,044.163 (meters)                     COMP
 HB1876  Y           -  -5,053,286.150 (meters)                     COMP
 HB1876  Z           -   3,876,804.096 (meters)                     COMP
 HB1876  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HB1876  ELLIP HEIGHT-          87.00  (meters)          (03/08/05) GPS OBS
 HB1876  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HB1876
 HB1876  HORZ ORDER  -  FIRST
 HB1876  ELLP ORDER  -  FOURTH    CLASS I
 HB1876
 HB1876.The horizontal coordinates were established by classical geodetic methods
 HB1876.and adjusted by the National Geodetic Survey in October 1999..
 HB1876
 HB1876.The orthometric height was determined by GPS observations and a
 HB1876.high-resolution geoid model.
 HB1876
 HB1876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HB1876
 HB1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1876
 HB1876.The ellipsoidal height was determined by GPS observations
 HB1876.and is referenced to NAD 83.
 HB1876
 HB1876.The geoid height was determined by GEOID03.
 HB1876
 HB1876;                    North         East     Units Scale Factor Converg.
 HB1876;SPC IL E     -   111,679.415   276,019.516   MT  0.99998208   -0 09 58.1
 HB1876;SPC IL E     -   366,401.55    905,574.03   sFT  0.99998208   -0 09 58.1
 HB1876;UTM  16      - 4,170,710.467   358,442.290   MT  0.99984682   -0 58 52.2
 HB1876
 HB1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1876!SPC IL E     -   0.99998635  x   0.99998208  =   0.99996843
 HB1876!UTM  16      -   0.99998635  x   0.99984682  =   0.99983317
 HB1876
 HB1876:                Primary Azimuth Mark                     Grid Az
 HB1876:SPC IL E     -  LEDFORD R 9 05                           087 55 53.4
 HB1876:UTM  16      -  LEDFORD R 9 05                           088 44 47.5
 HB1876
 HB1876|---------------------------------------------------------------------|
 HB1876| PID    Reference Object                     Distance      Geod. Az  |
 HB1876|                                                           dddmmss.s |
 HB1876| HB1877 LEDFORD R 9 05                      APPROX. 0.7 KM 0874555.3 |
 HB1876|---------------------------------------------------------------------|
 HB1876
 HB1876                          SUPERSEDED SURVEY CONTROL
 HB1876
 HB1876  NAD 83(1997)-  37 40 21.62789(N)    088 36 18.58076(W) AD(       ) 1
 HB1876  NAD 83(1986)-  37 40 21.63415(N)    088 36 18.58320(W) AD(       ) 1
 HB1876
 HB1876.Superseded values are not recommended for survey control.
 HB1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1876.See file dsdata.txt to determine how the superseded data were derived.
 HB1876
 HB1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG5844270710(NAD 83)
 HB1876_MARKER: DD = SURVEY DISK
 HB1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1876_SP_SET: CONCRETE POST
 HB1876_STAMPING: LEDFORD AZIMUTH R-9-05 1991
 HB1876_MARK LOGO: USFS  
 HB1876_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1876+STABILITY: POSITION/ELEVATION WELL
 HB1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1876+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1992
 HB1876
 HB1876  HISTORY     - Date     Condition        Report By
 HB1876  HISTORY     - 1991     MONUMENTED       USFS
 HB1876  HISTORY     - 19921209 GOOD
 HB1876
 HB1876                          STATION DESCRIPTION
 HB1876
 HB1876'DESCRIBED BY US FOREST SERVICE 1991
 HB1876'FROM THE INTERSECTION OF ILLINOIS STATE ROUTES 45,34 AND 145 IN
 HB1876'HARRISBURG, IL GO SOUTHERLY ON ROUTE 34-145 5.96 KM (3.70 MI) TO A
 HB1876'ROAD ON THE RIGHT (WEST), (WALNUT GROVE ROAD) TURN RIGHT (WEST), GO
 HB1876'5.5 KM (3.4 MI) TO THE STATION ON THE RIGHT (NORTH) AT BASE OF ROAD
 HB1876'FILL, 0.9 M (3.0 FT) SOUTHEAST OF A POWERPOLE CONTINUE (EAST) 0.64 KM
 HB1876'(0.40 MI) TO STATION AZIMUTH ON THE LEFT (SOUTH) SIDE OF ROAD, 14.63
 HB1876'M (48.00 FT) EAST OF A POWER POLE.  STATION AZIMUTH (LEDFORD) IS A
 HB1876'CIRCULAR INSCRIBED ALUMINUM CAP, WITH A CENTER PUNCH MARK, SET IN
 HB1876'CONCRETE.
 HB1876'1.)  14.6M EAST OF A POWER POLE.
 HB1876'2.)  8.5M SOUTH OF THE CENTERLINE OF WALNUT GROVE ROAD.
 HB1876'3.)  21.3M SOUTHWEST OF A 4 INCH DIAMETER CEDAR TREE.
 HB1876
 HB1876                          STATION RECOVERY (1992)
 HB1876
 HB1876'RECOVERED 1992
 HB1876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0692 ***********************************************************************
 MF0692  DESIGNATION -  LEE
 MF0692  PID         -  MF0692
 MF0692  STATE/COUNTY-  IL/LA SALLE
 MF0692  USGS QUAD   -  TROY GROVE (1993)
 MF0692
 MF0692                         *CURRENT SURVEY CONTROL
 MF0692  ___________________________________________________________________
 MF0692* NAD 83(1997)-  41 22 38.93361(N)    089 06 57.85559(W)     ADJUSTED  
 MF0692* NAVD 88     -       198.190  (meters)     650.23   (feet)  ADJUSTED  
 MF0692  ___________________________________________________________________
 MF0692  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 MF0692  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0692  DYNAMIC HT  -         198.112 (meters)     649.97  (feet)  COMP
 MF0692  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 MF0692
 MF0692  HORZ ORDER  -  SECOND
 MF0692  VERT ORDER  -  FIRST     CLASS I
 MF0692
 MF0692.The horizontal coordinates were established by classical geodetic methods
 MF0692.and adjusted by the National Geodetic Survey in October 1999..
 MF0692
 MF0692.The orthometric height was determined by differential leveling
 MF0692.and adjusted by the National Geodetic Survey in June 1991..
 MF0692
 MF0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0692
 MF0692.The geoid height was determined by GEOID03.
 MF0692
 MF0692.The dynamic height is computed by dividing the NAVD 88
 MF0692.geopotential number by the normal gravity value computed on the
 MF0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0692.degrees latitude (g = 980.6199 gals.).
 MF0692
 MF0692.The modeled gravity was interpolated from observed gravity values.
 MF0692
 MF0692;                    North         East     Units Scale Factor Converg.
 MF0692;SPC IL E     -   523,258.582   234,522.753   MT  1.00002774   -0 31 02.7
 MF0692;SPC IL E     - 1,716,724.20    769,430.07   sFT  1.00002774   -0 31 02.7
 MF0692;SPC IL W     -   523,477.862   787,881.303   MT  1.00003619   +0 41 40.2
 MF0692;SPC IL W     - 1,717,443.62  2,584,907.24   sFT  1.00003619   +0 41 40.2
 MF0692;UTM  16      - 4,582,822.944   323,049.240   MT  0.99998535   -1 23 56.8
 MF0692
 MF0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0692!SPC IL E     -   0.99997409  x   1.00002774  =   1.00000183
 MF0692!SPC IL W     -   0.99997409  x   1.00003619  =   1.00001028
 MF0692!UTM  16      -   0.99997409  x   0.99998535  =   0.99995944
 MF0692
 MF0692|---------------------------------------------------------------------|
 MF0692| PID    Reference Object                     Distance      Geod. Az  |
 MF0692|                                                           dddmmss.s |
 MF0692| MF0693 LEE RM                               15.380 METERS 32120     |
 MF0692| MF1614 LAWRENCE                            APPROX. 3.7 KM 3593506.8 |
 MF0692|---------------------------------------------------------------------|
 MF0692
 MF0692                          SUPERSEDED SURVEY CONTROL
 MF0692
 MF0692  NAD 83(1986)-  41 22 38.94083(N)    089 06 57.86227(W) AD(       ) 2
 MF0692  NAD 27      -  41 22 38.82000(N)    089 06 57.56400(W) AD(       ) 2
 MF0692  NGVD 29 (??/??/92)  198.243  (m)          650.40   (f) ADJ UNCH    1 1
 MF0692
 MF0692.Superseded values are not recommended for survey control.
 MF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0692.See file dsdata.txt to determine how the superseded data were derived.
 MF0692
 MF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2304982823(NAD 83)
 MF0692_MARKER: DS = TRIANGULATION STATION DISK
 MF0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0692_STAMPING: LEE 650.527 1920
 MF0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0692+STABILITY: SURFACE MOTION
 MF0692
 MF0692  HISTORY     - Date     Condition        Report By
 MF0692  HISTORY     - 1920     MONUMENTED       CGS
 MF0692  HISTORY     - 1954     MARK NOT FOUND   CGS
 MF0692  HISTORY     - 1969     GOOD             CGS
 MF0692  HISTORY     - 1969     GOOD             NGS
 MF0692  HISTORY     - 1972     GOOD             ILHD
 MF0692  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0692  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0692
 MF0692                          STATION DESCRIPTION
 MF0692
 MF0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0692'STATION IS ABOUT 4 MILES N OF LA SALLE, ON THE W SIDE OF THE
 MF0692'ILLINOIS CENTRAL RAILROAD TRACK, 25 YARDS S OF A SECTION
 MF0692'TOOL HOUSE, 200 YARDS S OF A SIGNPOST MARKED SECTION 470,
 MF0692'AND 5.03 METERS (16.50 FEET) W OF THE W AND NEAREST RAIL.
 MF0692'THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 MF0692'BRONZE DISKS SET IN CONCRETE.
 MF0692'THE REFERENCE MARK IS ON THE SAME SIDE OF THE
 MF0692'TRACK, NEAR THE FENCE LINE, 15.38 METERS (50.46 FEET) FROM
 MF0692'THE STATION, N 38 DEG 41 MIN W.
 MF0692
 MF0692                          STATION RECOVERY (1954)
 MF0692
 MF0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0692'THIS STATION WAS NOT RECOVERED AFTER A THREE-HOUR SEARCH.
 MF0692'ALL OBJECTS, MENTIONED IN THE 1920 DESCRIPTION, ARE GONE
 MF0692'EXCEPT THE RAIL.
 MF0692
 MF0692                          STATION RECOVERY (1969)
 MF0692
 MF0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0692'THE STATION MARK, STAMPED LEE 650.527 1920 IS ABOUT 0.1 MILE
 MF0692'EAST ALONG THIRD STREET FROM THE POST OFFICE AT LA SALLE,
 MF0692'THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS STATE
 MF0692'HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS AVENUE
 MF0692'WHICH IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST
 MF0692'ALONG OLD U.S. HIGHWAY 51, THENCE 0.75 MILE NORTH ALONG THE
 MF0692'ILLINOIS CENTRAL RAILROAD, 320 YARDS SOUTH OF MILEPOST 860,
 MF0692'0.35 MILE SOUTH OF A CROSSING OF THE RAILROAD AND A GRAVELED
 MF0692'ROAD, 17 FEET WEST OF THE WEST RAIL, 27-1/2 FEET NORTHEAST
 MF0692'OF A TELEPHONE POLE, 87 YARDS SOUTH OF A CONCRETE WHISTLE
 MF0692'SIGN POST, 28-1/2 FEET EAST OF A FENCE, 50.46 FEET
 MF0692'SOUTHEAST OF R.M. LEE, 1.2 FEET SOUTH OF A METAL WITNESS
 MF0692'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET
 MF0692'IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 MF0692'SURFACE OF THE GROUND.
 MF0692'
 MF0692'R.M. LEE, STAMPED LEE 1920 IS 50.46 FEET NORTHWEST OF THE
 MF0692'STATION MARK, 305 YARDS SOUTH OF MILEPOST 860, 72 YARDS
 MF0692'SOUTH OF A CONCRETE WHISTLE SIGN POST, 46 FEET SOUTH OF A
 MF0692'TELEPHONE POLE, 44-1/2 FEET WEST OF THE WEST RAIL, 1 FOOT
 MF0692'EAST OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 MF0692'TOP OF A CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE
 MF0692'OF THE GROUND.
 MF0692'
 MF0692'NOTE--THE R.M. IS LOOSE IN THE GROUND AND IT WAS NOT LEVELED
 MF0692'TO IN 1969.
 MF0692'
 MF0692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.9 MILES
 MF0692'NORTH
 MF0692
 MF0692                          STATION RECOVERY (1969)
 MF0692
 MF0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MF0692'3.9 MI N FROM LA SALLE.
 MF0692'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE
 MF0692'AT LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0692'STATE HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS
 MF0692'AVENUE WHICH IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST
 MF0692'ALONG OLD U.S. HIGHWAY 51, THENCE 0.75 MILE NORTH ALONG THE
 MF0692'ILLINOIS CENTRAL RAILROAD, 320 YARDS SOUTH OF MILEPOST 860, 0.35
 MF0692'MILE SOUTH OF THE CROSSING OF THE RAILROAD AND A GRAVELED ROAD,
 MF0692'17 FEET WEST OF THE WEST RAIL, 27 1/2 FEET NORTHEAST OF A
 MF0692'TELEPHONE POLE, 87 YARDS SOUTH OF A CONCRETE WHISTLE SIGN POST,
 MF0692'28 1/2 FEET EAST OF A FENCE, 50.46 FEET SOUTHEAST OF R.M. LEE,
 MF0692'1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 MF0692'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MF0692'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 33, T34N, R1E.
 MF0692
 MF0692                          STATION RECOVERY (1972)
 MF0692
 MF0692'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (WB)
 MF0692'650.527 LEE 1920-GOOD
 MF0692'
 MF0692'LEE 1920-GOOD REF. MK.
 MF0692'
 MF0692'STATIONS RECOVERED FROM 1960 VERTICAL RECOVERY NOTES.  DESCRIPTIONS
 MF0692'GOOD.
 MF0692'
 MF0692'POWER POLE LINES DOWN, POLES MAYBE REMOVED IN NEAR FUTURE.
 MF0692'TIES STILL ADEQUATE.
 MF0692'
 MF0692'RECOVERED IN ZERO WEATHER.  UNABLE TO TELL IF MONUMENT IS
 MF0692'STILL LO
 MF0692
 MF0692                          STATION RECOVERY (1997)
 MF0692
 MF0692'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0692'MARK NOT FOUND.
 MF0692
 MF0692                          STATION RECOVERY (2002)
 MF0692
 MF0692'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1595 ***********************************************************************
 MF1595  DESIGNATION -  LEE
 MF1595  PID         -  MF1595
 MF1595  STATE/COUNTY-  IL/LEE
 MF1595  USGS QUAD   -  OHIO (1982)
 MF1595
 MF1595                         *CURRENT SURVEY CONTROL
 MF1595  ___________________________________________________________________
 MF1595* NAD 83(1997)-  41 36 49.79639(N)    089 28 46.39477(W)     ADJUSTED  
 MF1595* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 MF1595  ___________________________________________________________________
 MF1595  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 MF1595  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MF1595
 MF1595  HORZ ORDER  -  THIRD
 MF1595
 MF1595.The horizontal coordinates were established by classical geodetic methods
 MF1595.and adjusted by the National Geodetic Survey in October 1999..
 MF1595
 MF1595.The orthometric height was scaled from a topographic map.
 MF1595
 MF1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1595
 MF1595.The geoid height was determined by GEOID03.
 MF1595
 MF1595;                    North         East     Units Scale Factor Converg.
 MF1595;SPC IL W     -   549,421.692   757,267.485   MT  0.99998152   +0 27 22.8
 MF1595;SPC IL W     - 1,802,561.00  2,484,468.41   sFT  0.99998152   +0 27 22.8
 MF1595;UTM  16      - 4,609,871.696   293,404.625   MT  1.00012527   -1 38 50.2
 MF1595
 MF1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1595!SPC IL W     -   0.99997005  x   0.99998152  =   0.99995157
 MF1595!UTM  16      -   0.99997005  x   1.00012527  =   1.00009532
 MF1595
 MF1595|---------------------------------------------------------------------|
 MF1595| PID    Reference Object                     Distance      Geod. Az  |
 MF1595|                                                           dddmmss.s |
 MF1595| MF1593 PTS 115 S USGS 1954                 168.583 METERS 08927     |
 MF1595| CI7680 LEE RM 1                             27.432 METERS 09031     |
 MF1595| CI7679 LEE AZ MK                                          2701124.6 |
 MF1595| CI7681 LEE RM 2                             22.632 METERS 35350     |
 MF1595|---------------------------------------------------------------------|
 MF1595
 MF1595                          SUPERSEDED SURVEY CONTROL
 MF1595
 MF1595  NAD 83(1997)-  41 36 49.79646(N)    089 28 46.39512(W) AD(       ) 3
 MF1595  NAD 83(1986)-  41 36 49.80219(N)    089 28 46.40015(W) AD(       ) 3
 MF1595  NAD 27      -  41 36 49.66970(N)    089 28 46.05740(W) AD(       ) 3
 MF1595
 MF1595.Superseded values are not recommended for survey control.
 MF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1595.See file dsdata.txt to determine how the superseded data were derived.
 MF1595
 MF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9340509872(NAD 83)
 MF1595_MARKER: DS = TRIANGULATION STATION DISK
 MF1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1595
 MF1595  HISTORY     - Date     Condition        Report By
 MF1595  HISTORY     - 1954     MONUMENTED       CGS
 MF1595  HISTORY     - 19950820 MARK NOT FOUND   USPSQD
 MF1595  HISTORY     - 20020128 GOOD             NGS
 MF1595  HISTORY     - 20030619 GOOD             USPSQD
 MF1595
 MF1595                          STATION DESCRIPTION
 MF1595
 MF1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1595'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF WALNUT AND
 MF1595'4 MILES NORTH OF OHIO ALONG THE NORTH SIDE OF A NARROW GRAVEL
 MF1595'ROAD AND ON HIGHWAY PROPERTY.  IT IS 24 FEET SOUTH OF THE
 MF1595'CENTER OF THE GRAVEL ROAD, 6 FEET EAST OF A FENCE CORNER,
 MF1595'5 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 MF1595'A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 MF1595'STAMPED LEE 1954.
 MF1595'
 MF1595'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF THE
 MF1595'GRAVEL ROAD AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK
 MF1595'PROJECTS 6 INCHES AND THE DISK IS STAMPED LEE NO 1 1954.
 MF1595'
 MF1595'REFERENCE MARK NO. 2 IS 51 FEET NORTH OF THE CENTER OF THE
 MF1595'GRAVEL ROAD AND 4 FEET SOUTH OF A FENCE LINE.  THE MARK
 MF1595'IS FLUSH AND THE DISK IS STAMPED LEE NO 2 1954.
 MF1595'
 MF1595'AZIMUTH MARK IS 42 FEET WEST OF THE CENTER OF A FARM LANE,
 MF1595'21 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 3 FEET EAST
 MF1595'OF A WHITE WITNESS POST AND 2 FEET NORTH OF A FENCE LINE.
 MF1595'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LEE 1954.
 MF1595'
 MF1595'PTS115 S (USGS) B.M. IS 59 FEET SOUTHEAST OF THE INTERSECTION
 MF1595'OF A GRAVEL CROSSROAD, 23 FEET SOUTH OF THE CENTER OF A
 MF1595'GRAVEL ROAD, 18 FEET EAST OF A POWER LINE POLE AND FENCE
 MF1595'CORNER AND 2 FEET NORTH OF A FENCE LINE.  THE MARK IS A
 MF1595'6X6 INCH CONCRETE POST THAT PROJECTS 2 INCHES WITH A STANDARD
 MF1595'U.S. GEOLOGICAL SURVEY BENCH MARK DISK ATOP STAMPED PRIM
 MF1595'TRAV STA NO 115 S 1922 724 (FEET ELEVATION).
 MF1595'
 MF1595'TO REACH THE STATION FROM RAILROAD CROSSING IN OHIO GO NORTH
 MF1595'ON STATE HIGHWAY 26 FOR 3.7 MILES TO A GRAVEL CROSSROAD,
 MF1595'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 1.0 MILE TO A GRAVEL
 MF1595'ROAD AND THE BENCH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 MF1595'WEST ON TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT
 MF1595'AS DESCRIBED.
 MF1595'
 MF1595'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON TRACK
 MF1595'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MF1595'
 MF1595'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1595
 MF1595                          STATION RECOVERY (1995)
 MF1595
 MF1595'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1595'MARK NOT FOUND.
 MF1595
 MF1595                          STATION RECOVERY (2002)
 MF1595
 MF1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1595'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1595
 MF1595                          STATION RECOVERY (2003)
 MF1595
 MF1595'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1595'RM 1, RM 2 AND THE AZIMUTH WERE NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1549 ***********************************************************************
 MF1549  DESIGNATION -  LEE CENTER
 MF1549  PID         -  MF1549
 MF1549  STATE/COUNTY-  IL/LEE
 MF1549  USGS QUAD   -  ASHTON (1975)
 MF1549
 MF1549                         *CURRENT SURVEY CONTROL
 MF1549  ___________________________________________________________________
 MF1549* NAD 83(1997)-  41 45 29.65036(N)    089 14 47.94895(W)     ADJUSTED  
 MF1549* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 MF1549  ___________________________________________________________________
 MF1549  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MF1549  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MF1549
 MF1549  HORZ ORDER  -  THIRD
 MF1549
 MF1549.The horizontal coordinates were established by classical geodetic methods
 MF1549.and adjusted by the National Geodetic Survey in October 1999..
 MF1549
 MF1549.The orthometric height was scaled from a topographic map.
 MF1549
 MF1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1549
 MF1549.The geoid height was determined by GEOID03.
 MF1549
 MF1549;                    North         East     Units Scale Factor Converg.
 MF1549;SPC IL W     -   565,640.334   776,507.595   MT  1.00001318   +0 36 45.9
 MF1549;SPC IL W     - 1,855,771.66  2,547,592.00   sFT  1.00001318   +0 36 45.9
 MF1549;UTM  16      - 4,625,373.402   313,229.469   MT  1.00002928   -1 29 48.0
 MF1549
 MF1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1549!SPC IL W     -   0.99996628  x   1.00001318  =   0.99997946
 MF1549!UTM  16      -   0.99996628  x   1.00002928  =   0.99999556
 MF1549
 MF1549|---------------------------------------------------------------------|
 MF1549| PID    Reference Object                     Distance      Geod. Az  |
 MF1549|                                                           dddmmss.s |
 MF1549| CI7683 LEE CENTER RM 1                      11.473 METERS 08921     |
 MF1549| CI7684 LEE CENTER RM 2                      10.692 METERS 27016     |
 MF1549| CI7682 LEE CENTER AZ MK                                   2782055.3 |
 MF1549|---------------------------------------------------------------------|
 MF1549
 MF1549                          SUPERSEDED SURVEY CONTROL
 MF1549
 MF1549  NAD 83(1997)-  41 45 29.65092(N)    089 14 47.95115(W) AD(       ) 3
 MF1549  NAD 83(1986)-  41 45 29.65355(N)    089 14 47.95282(W) AD(       ) 3
 MF1549  NAD 27      -  41 45 29.53200(N)    089 14 47.61480(W) AD(       ) 3
 MF1549
 MF1549.Superseded values are not recommended for survey control.
 MF1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1549.See file dsdata.txt to determine how the superseded data were derived.
 MF1549
 MF1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1322925373(NAD 83)
 MF1549_MARKER: DS = TRIANGULATION STATION DISK
 MF1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1549
 MF1549  HISTORY     - Date     Condition        Report By
 MF1549  HISTORY     - 1954     MONUMENTED       CGS
 MF1549  HISTORY     - 19870615 GOOD             NGS
 MF1549  HISTORY     - 19950818 GOOD             USPSQD
 MF1549  HISTORY     - 20020123 GOOD             NGS
 MF1549  HISTORY     - 20030531 GOOD             USPSQD
 MF1549
 MF1549                          STATION DESCRIPTION
 MF1549
 MF1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1549'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF COMPTON AND 2
 MF1549'MILES NORTHEAST OF LEE CENTER ALONG THE NORTH SIDE OF U.S.
 MF1549'HIGHWAY 30 AND ON HIGHWAY PROPERTY.  IT IS 64 FEET NORTH OF
 MF1549'THE CENTER OF THE HIGHWAY, 6 FEET WEST OF A WHITE WITNESS
 MF1549'POST AND 2 FEET SOUTH OF A FENCE LINE.  THE MARK IS FLUSH
 MF1549'AND THE DISK IS STAMPED LEE CENTER 1954.
 MF1549'
 MF1549'REFERENCE MARK NO. 1 IS 64 FEET NORTH OF THE CENTER OF THE
 MF1549'HIGHWAY AND 2 FEET SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH
 MF1549'AND THE DISK IS STAMPED LEE CENTER NO 1 1954.
 MF1549'
 MF1549'REFERENCE MARK NO. 2 IS 64 FEET NORTH OF THE CENTER OF THE
 MF1549'HIGHWAY AND 2 FEET SOUTH OF THE FENCE LINE.  THE MARK IS FLUSH
 MF1549'AND THE DISK IS STAMPED LEE CENTER NO 2 1954.
 MF1549'
 MF1549'AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 MF1549'3 FEET NORTH OF A WHITE WITNESS POST, 1 FOOT WEST OF A FENCE
 MF1549'LINE AND 1 FOOT SOUTH OF A POWER LINE POLE.  THE MARK PROJECTS
 MF1549'5 INCHES AND THE DISK IS STAMPED LEE CENTER 1954.
 MF1549'
 MF1549'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 51 AND
 MF1549'30 ABOUT 5 MILES NORTHOF COMPTON GO WEST ON U.S. HIGHWAY 30
 MF1549'FOR 6.3 MILES TO A BRIDGE OVER A SMALL CANAL, CONTINUE WEST
 MF1549'ON HIGHWAY 30 FOR 2.0 MILE TO THE STATION ON THE RIGHT AS
 MF1549'DESCRIBED.
 MF1549'
 MF1549'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON HIGHWAY
 MF1549'30 FOR 0.4 MILE TO A GRAVEL CROSSROAD, TURN RIGHT AND GO NORTH
 MF1549'ON GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 MF1549'
 MF1549'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1549
 MF1549                          STATION RECOVERY (1987)
 MF1549
 MF1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RLR)
 MF1549'THE STATION MARK, RMS 1 AND 2 AND THE AZ MK WERE RECOVERED IN GOOD
 MF1549'CONDITION AS DESCRIBED.  THE DISTANCES TO BOTH RMS CHECKED THE 1954
 MF1549'DATA.  THE DIRECTION FROM THE AZ MK TO RM 1 DIFFERS BY 2 MINUTES,
 MF1549'33.47 SECONDS AND THE DIRECTION TO RM 2 DIFFERS BY 2 DEGREES, 26
 MF1549'MINUTES AND 25.82 SECONDS.  THE ANGLE BETWEEN THE TWO RMS DIFFERS BY 2
 MF1549'DEGREES, 28 MINUTES AND 59.29 SECONDS.  IT DOES NOT APPEAR THAT EITHER
 MF1549'OF THE MARKS HAS BEEN DISTURBED.  DUE TO ROAD CONSTRUCTION THE AZ MK
 MF1549'WAS DESTROYED AND A AZ MK 2 WAS ESTABLISHED AT THIS TIME.  THE TO
 MF1549'REACH FOR THIS STATION IS STILL ADEQUATE, WITH ONE ADDITION.  U.S HWY
 MF1549'51 MENTIONED IN THE OLD DESCRIPTION IS NOW STATE ROUTE 251.  THE AZ MK
 MF1549'2 IS A STANDARD NGS DISK STAMPED---LEE CENTER 1954 NO 2 1987--, SET
 MF1549'INTO THE TOP OF A 30 CM (10 INCH) ROUND CONCRETE MONUMENT, FLUSH WITH
 MF1549'GROUND.  LOCATED 25.91 METERS (85.01 FT) WNW OF NW CORNER OF OLD PINE
 MF1549'HILL RESTAURANT BUILDING, 14.94 METERS (49.02 FT) S FROM CENTER OF
 MF1549'HIGHWAY 30, 10.79 METERS (35.40 FT) E FROM CENTER OF COUNTY ROAD 1955E
 MF1549'OR PINE HILL RD AND 0.46 METERS (1.51 FT) NW FROM A WITNESS POST AND
 MF1549'THE N LEG OF A WOODEN SIGN READING ABOUT A CAMPGROUND.  TO REACH FROM
 MF1549'STATION, GO W ON U.S HIGHWAY 30 FOR 0.64 KM (0.40 MI) TO CROSSROAD,
 MF1549'COUNTY ROAD 1955 E AND MARK ON LEFT AS DESCRIBED.
 MF1549
 MF1549                          STATION RECOVERY (1995)
 MF1549
 MF1549'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1549'RECOVERED IN GOOD CONDITION.
 MF1549
 MF1549                          STATION RECOVERY (2002)
 MF1549
 MF1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1549'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1549
 MF1549                          STATION RECOVERY (2003)
 MF1549
 MF1549'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1549'RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION. THE AZIMUTH WAS NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0693 ***********************************************************************
 MF0693  DESIGNATION -  LEE RM
 MF0693  PID         -  MF0693
 MF0693  STATE/COUNTY-  IL/LA SALLE
 MF0693  USGS QUAD   -  TROY GROVE (1993)
 MF0693
 MF0693                         *CURRENT SURVEY CONTROL
 MF0693  ___________________________________________________________________
 MF0693* NAD 83(1986)-  41 22 38.     (N)    089 06 58.     (W)     SCALED    
 MF0693* NAVD 88     -       197.655  (meters)     648.47   (feet)  ADJUSTED  
 MF0693  ___________________________________________________________________
 MF0693  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0693  DYNAMIC HT  -         197.576 (meters)     648.21  (feet)  COMP
 MF0693  MODELED GRAV-     980,221.9   (mgal)                       NAVD 88
 MF0693
 MF0693  VERT ORDER  -  FIRST     CLASS II
 MF0693
 MF0693.The horizontal coordinates were scaled from a topographic map and have
 MF0693.an estimated accuracy of +/- 6 seconds.
 MF0693
 MF0693.The orthometric height was determined by differential leveling
 MF0693.and adjusted by the National Geodetic Survey in June 1991..
 MF0693
 MF0693.The geoid height was determined by GEOID03.
 MF0693
 MF0693.The dynamic height is computed by dividing the NAVD 88
 MF0693.geopotential number by the normal gravity value computed on the
 MF0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0693.degrees latitude (g = 980.6199 gals.).
 MF0693
 MF0693.The modeled gravity was interpolated from observed gravity values.
 MF0693
 MF0693;                    North         East    Units  Estimated Accuracy
 MF0693;SPC IL E     -   523,230.      234,520.      MT  (+/- 180 meters Scaled)
 MF0693
 MF0693                          SUPERSEDED SURVEY CONTROL
 MF0693
 MF0693  NGVD 29 (??/??/92)  197.708  (m)          648.65   (f) ADJ UNCH    1 2
 MF0693
 MF0693.Superseded values are not recommended for survey control.
 MF0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0693.See file dsdata.txt to determine how the superseded data were derived.
 MF0693
 MF0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL230827(NAD 83)
 MF0693_MARKER: DR = REFERENCE MARK DISK
 MF0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0693_STAMPING: LEE 1920
 MF0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0693+STABILITY: SURFACE MOTION
 MF0693
 MF0693  HISTORY     - Date     Condition        Report By
 MF0693  HISTORY     - 1920     MONUMENTED       CGS
 MF0693  HISTORY     - 1969     POOR             NGS
 MF0693  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0693  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0693
 MF0693                          STATION DESCRIPTION
 MF0693
 MF0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0693'3.9 MI NW FROM LA SALLE.
 MF0693'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0693'LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0693'STATE HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS
 MF0693'AVENUE WHICH IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST
 MF0693'ALONG OLD U.S. HIGHWAY 51, THENCE 0.75 MILE NORTH ALONG THE
 MF0693'ILLINOIS CENTRAL RAILROAD, 305 YARDS SOUTH OF MILEPOST 860, 0.35
 MF0693'MILE SOUTH OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD,
 MF0693'72 YARDS SOUTH OF A CONCRETE WHISTLE SIGN POST, 46 FEET SOUTH OF
 MF0693'A TELEPHONE POLE, 44 1/2 FEET WEST OF THE WEST RAIL, 1 FOOT
 MF0693'EAST OF A FENCE, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 MF0693'OF A CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF THE
 MF0693'GROUND.  SEC 33, T34N, R 1E.  NOTE-- THIS MARK IS LOOSE IN THE
 MF0693'GROUND AND IT WAS NOT LEVELED TO BY THIS PARTY IN 1969.
 MF0693
 MF0693                          STATION RECOVERY (1997)
 MF0693
 MF0693'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0693'MARK NOT FOUND.
 MF0693
 MF0693                          STATION RECOVERY (2002)
 MF0693
 MF0693'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2898 ***********************************************************************
 AH2898  DESIGNATION -  LEE26 1A
 AH2898  PID         -  AH2898
 AH2898  STATE/COUNTY-  IL/LEE
 AH2898  USGS QUAD   -  WALTON (1982)
 AH2898
 AH2898                         *CURRENT SURVEY CONTROL
 AH2898  ___________________________________________________________________
 AH2898* NAD 83(1997)-  41 40 35.04213(N)    089 27 33.61187(W)     ADJUSTED  
 AH2898* NAVD 88     -       211.0    (meters)     692.     (feet)  GPS OBS   
 AH2898  ___________________________________________________________________
 AH2898  X           -      45,021.190 (meters)                     COMP
 AH2898  Y           -  -4,770,894.014 (meters)                     COMP
 AH2898  Z           -   4,218,944.155 (meters)                     COMP
 AH2898  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AH2898  ELLIP HEIGHT-         178.03  (meters)          (12/06/04) GPS OBS
 AH2898  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AH2898
 AH2898  HORZ ORDER  -  FIRST
 AH2898  ELLP ORDER  -  FOURTH    CLASS I
 AH2898
 AH2898.The horizontal coordinates were established by GPS observations
 AH2898.and adjusted by the National Geodetic Survey in September 1998..
 AH2898
 AH2898.The orthometric height was determined by GPS observations and a
 AH2898.high-resolution geoid model.
 AH2898
 AH2898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2898
 AH2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2898
 AH2898.The ellipsoidal height was determined by GPS observations
 AH2898.and is referenced to NAD 83.
 AH2898
 AH2898.The geoid height was determined by GEOID03.
 AH2898
 AH2898;                    North         East     Units Scale Factor Converg.
 AH2898;SPC IL W     -   556,384.196   758,895.515   MT  0.99998385   +0 28 13.2
 AH2898;SPC IL W     - 1,825,403.82  2,489,809.70   sFT  0.99998385   +0 28 13.2
 AH2898;UTM  16      - 4,616,770.656   295,287.540   MT  1.00011573   -1 38 09.0
 AH2898
 AH2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2898!SPC IL W     -   0.99997208  x   0.99998385  =   0.99995593
 AH2898!UTM  16      -   0.99997208  x   1.00011573  =   1.00008780
 AH2898
 AH2898:                Primary Azimuth Mark                     Grid Az
 AH2898:SPC IL W     -  LEE26 1B                                 002 43 49.3
 AH2898:UTM  16      -  LEE26 1B                                 004 50 11.5
 AH2898
 AH2898|---------------------------------------------------------------------|
 AH2898| PID    Reference Object                     Distance      Geod. Az  |
 AH2898|                                                           dddmmss.s |
 AH2898| AH2899 LEE26 1B                            APPROX. 0.7 KM 0031202.5 |
 AH2898|---------------------------------------------------------------------|
 AH2898
 AH2898                          SUPERSEDED SURVEY CONTROL
 AH2898
 AH2898  ELLIP H (09/15/98)  178.07   (m)                       GP(       ) 3 1
 AH2898
 AH2898.Superseded values are not recommended for survey control.
 AH2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2898.See file dsdata.txt to determine how the superseded data were derived.
 AH2898
 AH2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9528816771(NAD 83)
 AH2898_MARKER: I = METAL ROD
 AH2898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2898_STAMPING: LEE26-1A
 AH2898_MARK LOGO: ILDT  
 AH2898_PROJECTION: RECESSED 3 CENTIMETERS
 AH2898_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2898_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2898+STABILITY: POSITION/ELEVATION WELL
 AH2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2898+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 AH2898_ROD/PIPE-DEPTH:  4.9 meters
 AH2898_SLEEVE-DEPTH  :  0.9 meters
 AH2898
 AH2898  HISTORY     - Date     Condition        Report By
 AH2898  HISTORY     - 1996     MONUMENTED       SECI
 AH2898  HISTORY     - 20020128 GOOD             NGS
 AH2898  HISTORY     - 20030619 GOOD             USPSQD
 AH2898
 AH2898                          STATION DESCRIPTION
 AH2898
 AH2898'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2898'STATION IS LOCATED APPROXIMATELY 7.2 MI (11.6 KM) SOUTHWEST OF AMBOY,
 AH2898'5.8 MI (9.3 KM) SOUTHEAST OF HARMON IN THE SOUTHEAST 1/4 OF SECTION
 AH2898'33, T 20 N, R 9 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 26
 AH2898'AND U.S.  ROUTE 30, PROCEED SOUTH APPROXIMATELY 5.7 MI (9.2 KM) ALONG
 AH2898'ILLINOIS ROUTE 26 TO THE STATION ON THE RIGHT (WEST) SIDE OF ILLINOIS
 AH2898'ROUTE 26.  STATION IS LOCATED APPROXIMATELY .9 MI (1.4 KM) SOUTH OF
 AH2898'THE INTERSECTION OF ILLINOIS ROUTE 26 AND MCCOY ROAD, .13 MI (0.21 KM)
 AH2898'NORTH OF THE NORTHERNMOST BRIDGE OVER GREEN RIVER, 39.4 FT (12.0 M)
 AH2898'WEST OF ILLINOIS ROUTE 26, 15 FT (4.6 M) SOUTH OF A FIELD ENTRANCE TO
 AH2898'THE WEST, 225.5 FT (68.7 M) SOUTHWEST OF A 15-IN DIAMETER TREE, 575.5
 AH2898'FT (175.4 M) SOUTH OF A 22-IN DIAMETER TREE, 571.7 FT (174.3 M) SOUTH
 AH2898'OF A WOOD POST, 571.06 FT (174.06 M) SOUTH OF A FOUND IRON BAR JUST
 AH2898'SOUTH OF THE WOOD POST, AND 2.0 FT (0.6 M) EAST OF AN ORANGE
 AH2898'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2898'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2898
 AH2898                          STATION RECOVERY (2002)
 AH2898
 AH2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2898'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2898
 AH2898                          STATION RECOVERY (2003)
 AH2898
 AH2898'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2899 ***********************************************************************
 AH2899  DESIGNATION -  LEE26 1B
 AH2899  PID         -  AH2899
 AH2899  STATE/COUNTY-  IL/LEE
 AH2899  USGS QUAD   -  WALTON (1982)
 AH2899
 AH2899                         *CURRENT SURVEY CONTROL
 AH2899  ___________________________________________________________________
 AH2899* NAD 83(1997)-  41 40 57.20960(N)    089 27 31.95827(W)     ADJUSTED  
 AH2899* NAVD 88     -       211.9    (meters)     695.     (feet)  GPS OBS   
 AH2899  ___________________________________________________________________
 AH2899  X           -      45,055.149 (meters)                     COMP
 AH2899  Y           -  -4,770,439.528 (meters)                     COMP
 AH2899  Z           -   4,219,455.537 (meters)                     COMP
 AH2899  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AH2899  ELLIP HEIGHT-         178.89  (meters)          (12/06/04) GPS OBS
 AH2899  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AH2899
 AH2899  HORZ ORDER  -  FIRST
 AH2899  ELLP ORDER  -  FOURTH    CLASS I
 AH2899
 AH2899.The horizontal coordinates were established by GPS observations
 AH2899.and adjusted by the National Geodetic Survey in September 1998..
 AH2899
 AH2899.The orthometric height was determined by GPS observations and a
 AH2899.high-resolution geoid model.
 AH2899
 AH2899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2899
 AH2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2899
 AH2899.The ellipsoidal height was determined by GPS observations
 AH2899.and is referenced to NAD 83.
 AH2899
 AH2899.The geoid height was determined by GEOID03.
 AH2899
 AH2899;                    North         East     Units Scale Factor Converg.
 AH2899;SPC IL W     -   557,068.386   758,928.143   MT  0.99998389   +0 28 14.5
 AH2899;SPC IL W     - 1,827,648.53  2,489,916.75   sFT  0.99998389   +0 28 14.5
 AH2899;UTM  16      - 4,617,453.275   295,345.300   MT  1.00011544   -1 38 08.6
 AH2899
 AH2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2899!SPC IL W     -   0.99997194  x   0.99998389  =   0.99995583
 AH2899!UTM  16      -   0.99997194  x   1.00011544  =   1.00008738
 AH2899
 AH2899:                Primary Azimuth Mark                     Grid Az
 AH2899:SPC IL W     -  LEE26 1A                                 182 43 49.0
 AH2899:UTM  16      -  LEE26 1A                                 184 50 12.1
 AH2899
 AH2899|---------------------------------------------------------------------|
 AH2899| PID    Reference Object                     Distance      Geod. Az  |
 AH2899|                                                           dddmmss.s |
 AH2899| AH2898 LEE26 1A                            APPROX. 0.7 KM 1831203.5 |
 AH2899|---------------------------------------------------------------------|
 AH2899
 AH2899                          SUPERSEDED SURVEY CONTROL
 AH2899
 AH2899  ELLIP H (09/15/98)  178.93   (m)                       GP(       ) 3 1
 AH2899
 AH2899.Superseded values are not recommended for survey control.
 AH2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2899.See file dsdata.txt to determine how the superseded data were derived.
 AH2899
 AH2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9534517453(NAD 83)
 AH2899_MARKER: I = METAL ROD
 AH2899_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2899_STAMPING: LEE26-1B
 AH2899_MARK LOGO: ILDT  
 AH2899_PROJECTION: RECESSED 3 CENTIMETERS
 AH2899_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2899+STABILITY: POSITION/ELEVATION WELL
 AH2899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2899+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 AH2899_ROD/PIPE-DEPTH:  3.7 meters
 AH2899_SLEEVE-DEPTH  :  0.9 meters
 AH2899
 AH2899  HISTORY     - Date     Condition        Report By
 AH2899  HISTORY     - 1996     MONUMENTED       SECI
 AH2899  HISTORY     - 20020128 GOOD             NGS
 AH2899  HISTORY     - 20030619 GOOD             USPSQD
 AH2899
 AH2899                          STATION DESCRIPTION
 AH2899
 AH2899'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2899'STATION IS LOCATED APPROXIMATELY 6.9 MI (11.1 KM) SOUTHWEST OF AMBOY,
 AH2899'5.6 MI (9.0 KM) SOUTHEAST OF HARMON IN THE SOUTHEAST 1/4 OF SECTION
 AH2899'34, T 20 N, R 9 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 26
 AH2899'AND U.S.  ROUTE 30, PROCEED SOUTH APPROXIMATELY 5.2 MI (8.4 KM) ALONG
 AH2899'ILLINOIS ROUTE 26 TO THE STATION ON THE LEFT (EAST) SIDE OF ILLINOIS
 AH2899'ROUTE 26.  STATION IS LOCATED APPROXIMATELY .5 MI (0.8 KM) SOUTH OF
 AH2899'THE INTERSECTION OF ILLINOIS ROUTE 26 AND MCCOY ROAD, .2 MI (0.3 KM)
 AH2899'NORTH OF A PRIVATE DRIVE TO THE EAST, 37.7 FT (11.5 M) EAST OF THE
 AH2899'CENTERLINE OF ILLINOIS ROUTE 26, 101.5 FT (30.9 M) NORTH OF A POWER
 AH2899'POLE, 85 FT (25.9 M) SOUTH OF A POWER POLE, 142.9 FT (43.6 M)
 AH2899'SOUTHEAST OF A 24-IN DIAMETER TREE, 88.6 FT (27.0 M) NORTHEAST OF A
 AH2899'CONCRETE R.O.W.  MARKER, AND 2.O FT WEST OF AN ORANGE FIBERGLASS
 AH2899'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH2899'CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2899
 AH2899                          STATION RECOVERY (2002)
 AH2899
 AH2899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2899'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2899
 AH2899                          STATION RECOVERY (2003)
 AH2899
 AH2899'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2902 ***********************************************************************
 AH2902  DESIGNATION -  LEE26 2A
 AH2902  PID         -  AH2902
 AH2902  STATE/COUNTY-  IL/LEE
 AH2902  USGS QUAD   -  DIXON EAST (1983)
 AH2902
 AH2902                         *CURRENT SURVEY CONTROL
 AH2902  ___________________________________________________________________
 AH2902* NAD 83(1997)-  41 46 21.80962(N)    089 27 28.87925(W)     ADJUSTED  
 AH2902* NAVD 88     -       227.2    (meters)     745.     (feet)  GPS OBS   
 AH2902  ___________________________________________________________________
 AH2902  X           -      45,063.415 (meters)                     COMP
 AH2902  Y           -  -4,763,784.741 (meters)                     COMP
 AH2902  Z           -   4,226,940.037 (meters)                     COMP
 AH2902  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AH2902  ELLIP HEIGHT-         194.20  (meters)          (12/06/04) GPS OBS
 AH2902  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AH2902
 AH2902  HORZ ORDER  -  FIRST
 AH2902  ELLP ORDER  -  FOURTH    CLASS I
 AH2902
 AH2902.The horizontal coordinates were established by GPS observations
 AH2902.and adjusted by the National Geodetic Survey in September 1998..
 AH2902
 AH2902.The orthometric height was determined by GPS observations and a
 AH2902.high-resolution geoid model.
 AH2902
 AH2902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2902
 AH2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2902
 AH2902.The ellipsoidal height was determined by GPS observations
 AH2902.and is referenced to NAD 83.
 AH2902
 AH2902.The geoid height was determined by GEOID03.
 AH2902
 AH2902;                    North         East     Units Scale Factor Converg.
 AH2902;SPC IL W     -   567,083.102   758,916.910   MT  0.99998388   +0 28 19.5
 AH2902;SPC IL W     - 1,860,505.14  2,489,879.90   sFT  0.99998388   +0 28 19.5
 AH2902;UTM  16      - 4,627,462.933   295,702.544   MT  1.00011363   -1 38 17.0
 AH2902
 AH2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2902!SPC IL W     -   0.99996954  x   0.99998388  =   0.99995342
 AH2902!UTM  16      -   0.99996954  x   1.00011363  =   1.00008317
 AH2902
 AH2902:                Primary Azimuth Mark                     Grid Az
 AH2902:SPC IL W     -  LEE26 2B                                 090 52 20.2
 AH2902:UTM  16      -  LEE26 2B                                 092 58 56.7
 AH2902
 AH2902|---------------------------------------------------------------------|
 AH2902| PID    Reference Object                     Distance      Geod. Az  |
 AH2902|                                                           dddmmss.s |
 AH2902| AH2903 LEE26 2B                            APPROX. 0.8 KM 0912039.7 |
 AH2902|---------------------------------------------------------------------|
 AH2902
 AH2902                          SUPERSEDED SURVEY CONTROL
 AH2902
 AH2902  ELLIP H (09/15/98)  194.26   (m)                       GP(       ) 3 1
 AH2902
 AH2902.Superseded values are not recommended for survey control.
 AH2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2902.See file dsdata.txt to determine how the superseded data were derived.
 AH2902
 AH2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9570327463(NAD 83)
 AH2902_MARKER: I = METAL ROD
 AH2902_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2902_STAMPING: LEE26-2A
 AH2902_MARK LOGO: ILDT  
 AH2902_PROJECTION: RECESSED 5 CENTIMETERS
 AH2902_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2902+STABILITY: POSITION/ELEVATION WELL
 AH2902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2902+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AH2902_ROD/PIPE-DEPTH:  2.4 meters
 AH2902_SLEEVE-DEPTH  :  0.9 meters
 AH2902
 AH2902  HISTORY     - Date     Condition        Report By
 AH2902  HISTORY     - 1996     MONUMENTED       SECI
 AH2902  HISTORY     - 20020116 GOOD             NGS
 AH2902  HISTORY     - 20030423 GOOD             USPSQD
 AH2902
 AH2902                          STATION DESCRIPTION
 AH2902
 AH2902'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2902'STATION IS LOCATED APPROXIMATELY 5.0 MI (8.0 KM) SOUTHEAST OF DIXON,
 AH2902'6.15 MI (9.90 KM) NORTHEAST OF HARMON IN THE SOUTHWEST 1/4 OF SECTION
 AH2902'28, T 21 N, R 9 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 26
 AH2902'AND U.S.  ROUTE 30, PROCEED NORTH APPROXIMATELY 1.0 MI (1.6 KM) ALONG
 AH2902'ROUTE 26 TO THE STATION ON THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 26
 AH2902'AT THE WEST HALF OF THE TEE INTERSECTION OF ILLINOIS ROUTE 26 (900 E)
 AH2902'AND SOUTH ELDENA ROAD (1300 N) .  STATION IS LOCATED APPROXIMATELY
 AH2902'37.9 FT (11.6 M) WEST OF THE CENTERLINE OF ILLINOIS ROUTE 26, 24.5 FT
 AH2902'(7.5 M) NORTH OF THE CENTERLINE OF SOUTH ELDENA ROAD EXTENDED, 149 FT
 AH2902'(45.4 M) NORTH OF A PRIVATE DRIVE TO THE WEST, 61.5 FT (18.7 M) NORTH
 AH2902'OF A POWER POLE, 112.1 FT (34.2 M) SOUTH OF A POWER POLE, 90.33 FT
 AH2902'(27.53 M) WEST OF A FOUND IRON BAR SET IN CONCRETE, 104.6 FT (31.9 M)
 AH2902'SOUTHWEST OF A CONCRETE R.O.W.  MARKER, 106.8 FT (32.6 M) SOUTHWEST OF
 AH2902'A LEE COUNTY, ILLINOIS ROUTE 26, MILE (41.8 KM) MARKER 13.00 SIGN, 3.0
 AH2902'FT (0.9 M) EAST OF THE NORTH-SOUTH FENCE LINE THAT STARTS AT THE
 AH2902'STATION AND HEADS NORTH, AND 1.9 FT (0.6 M) EAST OF AN ORANGE
 AH2902'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2902'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2902
 AH2902                          STATION RECOVERY (2002)
 AH2902
 AH2902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2902'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2902
 AH2902                          STATION RECOVERY (2003)
 AH2902
 AH2902'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2902'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2903 ***********************************************************************
 AH2903  DESIGNATION -  LEE26 2B
 AH2903  PID         -  AH2903
 AH2903  STATE/COUNTY-  IL/LEE
 AH2903  USGS QUAD   -  DIXON EAST (1983)
 AH2903
 AH2903                         *CURRENT SURVEY CONTROL
 AH2903  ___________________________________________________________________
 AH2903* NAD 83(1997)-  41 46 21.18714(N)    089 26 53.53205(W)     ADJUSTED  
 AH2903* NAVD 88     -       232.0    (meters)     761.     (feet)  GPS OBS   
 AH2903  ___________________________________________________________________
 AH2903  X           -      45,879.932 (meters)                     COMP
 AH2903  Y           -  -4,763,793.329 (meters)                     COMP
 AH2903  Z           -   4,226,928.918 (meters)                     COMP
 AH2903  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AH2903  ELLIP HEIGHT-         199.01  (meters)          (12/06/04) GPS OBS
 AH2903  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AH2903
 AH2903  HORZ ORDER  -  FIRST
 AH2903  ELLP ORDER  -  FOURTH    CLASS I
 AH2903
 AH2903.The horizontal coordinates were established by GPS observations
 AH2903.and adjusted by the National Geodetic Survey in September 1998..
 AH2903
 AH2903.The orthometric height was determined by GPS observations and a
 AH2903.high-resolution geoid model.
 AH2903
 AH2903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2903
 AH2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2903
 AH2903.The ellipsoidal height was determined by GPS observations
 AH2903.and is referenced to NAD 83.
 AH2903
 AH2903.The geoid height was determined by GEOID03.
 AH2903
 AH2903;                    North         East     Units Scale Factor Converg.
 AH2903;SPC IL W     -   567,070.671   759,733.401   MT  0.99998507   +0 28 43.1
 AH2903;SPC IL W     - 1,860,464.36  2,492,558.67   sFT  0.99998507   +0 28 43.1
 AH2903;UTM  16      - 4,627,420.442   296,518.128   MT  1.00010954   -1 37 53.4
 AH2903
 AH2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2903!SPC IL W     -   0.99996879  x   0.99998507  =   0.99995386
 AH2903!UTM  16      -   0.99996879  x   1.00010954  =   1.00007832
 AH2903
 AH2903:                Primary Azimuth Mark                     Grid Az
 AH2903:SPC IL W     -  LEE26 2A                                 270 52 20.1
 AH2903:UTM  16      -  LEE26 2A                                 272 58 56.6
 AH2903
 AH2903|---------------------------------------------------------------------|
 AH2903| PID    Reference Object                     Distance      Geod. Az  |
 AH2903|                                                           dddmmss.s |
 AH2903| AH2902 LEE26 2A                            APPROX. 0.8 KM 2712103.2 |
 AH2903|---------------------------------------------------------------------|
 AH2903
 AH2903                          SUPERSEDED SURVEY CONTROL
 AH2903
 AH2903  ELLIP H (09/15/98)  199.07   (m)                       GP(       ) 3 1
 AH2903
 AH2903.Superseded values are not recommended for survey control.
 AH2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2903.See file dsdata.txt to determine how the superseded data were derived.
 AH2903
 AH2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9651827420(NAD 83)
 AH2903_MARKER: I = METAL ROD
 AH2903_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2903_STAMPING: LEE26-2B
 AH2903_MARK LOGO: ILDT  
 AH2903_PROJECTION: RECESSED 3 CENTIMETERS
 AH2903_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2903+STABILITY: POSITION/ELEVATION WELL
 AH2903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2903+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AH2903_ROD/PIPE-DEPTH:  2.4 meters
 AH2903_SLEEVE-DEPTH  :  0.9 meters
 AH2903
 AH2903  HISTORY     - Date     Condition        Report By
 AH2903  HISTORY     - 1996     MONUMENTED       SECI
 AH2903  HISTORY     - 20020116 GOOD             NGS
 AH2903  HISTORY     - 20030423 GOOD             USPSQD
 AH2903
 AH2903                          STATION DESCRIPTION
 AH2903
 AH2903'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2903'STATION IS LOCATED APPROXIMATELY 5.1 MI (8.2 KM) SOUTHEAST OF DIXON,
 AH2903'6.5 MI (10.5 KM) NORTHEAST OF HARMON IN THE NORTHWEST 1/4 OF SECTION
 AH2903'34, T 21 N, R 9 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 26
 AH2903'AND U.S.  ROUTE 30, PROCEED NORTH APPROXIMATELY 1.0 MI (1.6 KM) ALONG
 AH2903'ROUTE 26 TO A TEE INTERSECTION OF ILLINOIS ROUTE 26 (900 E) AND SOUTH
 AH2903'ELDENA ROAD (1300 N) , TURN RIGHT (EAST) ALONG SOUTH ELDENA ROAD AND
 AH2903'PROCEED APPROXIMATELY .4 MI (0.6 KM) EAST TO THE STATION ON THE RIGHT
 AH2903'(SOUTH) SIDE OF SOUTH ELDENA ROAD.  STATION IS LOCATED APPROXIMATELY
 AH2903'37.6 FT (11.5 M) SOUTH OF THE CENTERLINE OF SOUTH ELDENA ROAD, 21 FT
 AH2903'(6.4 M) EAST OF THE CENTERLINE OF A FIELD ENTRANCE TO THE SOUTH, 77.8
 AH2903'FT (23.7 M) SOUTH OF A FENCE CORNER OF A FENCE THAT RUNS NORTH, 77.4
 AH2903'FT (23.6 M) SOUTH OF A CONCRETE R.O.W.  MARKER, 9.22 FT (2.81 M) SOUTH
 AH2903'OF THE EAST END OF A CORRUGATED METAL PIPE UNDER A FIELD ENTRANCE, 3.3
 AH2903'FT (1.0 M) NORTHEAST OF A METAL FENCE POST, 2.4 FT (0.7 M) NORTHEAST
 AH2903'OF A CONCRETE R.O.W.  MARKER, AND 1.9 FT (0.6 M) NORTH OF AN ORANGE
 AH2903'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2903'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES AND ALSO
 AH2903'IN TOP OF THE CORRUGATED METAL PIPE.
 AH2903
 AH2903                          STATION RECOVERY (2002)
 AH2903
 AH2903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2903'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2903
 AH2903                          STATION RECOVERY (2003)
 AH2903
 AH2903'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2903'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2889 ***********************************************************************
 AH2889  DESIGNATION -  LEE26 3A
 AH2889  PID         -  AH2889
 AH2889  STATE/COUNTY-  IL/LEE
 AH2889  USGS QUAD   -  DIXON EAST (1983)
 AH2889
 AH2889                         *CURRENT SURVEY CONTROL
 AH2889  ___________________________________________________________________
 AH2889* NAD 83(1997)-  41 49 10.55549(N)    089 28 23.30295(W)     ADJUSTED  
 AH2889* NAVD 88     -       232.3    (meters)     762.     (feet)  GPS OBS   
 AH2889  ___________________________________________________________________
 AH2889  X           -      43,774.600 (meters)                     COMP
 AH2889  Y           -  -4,760,330.516 (meters)                     COMP
 AH2889  Z           -   4,230,824.995 (meters)                     COMP
 AH2889  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AH2889  ELLIP HEIGHT-         199.41  (meters)          (12/06/04) GPS OBS
 AH2889  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AH2889
 AH2889  HORZ ORDER  -  FIRST
 AH2889  ELLP ORDER  -  FOURTH    CLASS I
 AH2889
 AH2889.The horizontal coordinates were established by GPS observations
 AH2889.and adjusted by the National Geodetic Survey in September 1998..
 AH2889
 AH2889.The orthometric height was determined by GPS observations and a
 AH2889.high-resolution geoid model.
 AH2889
 AH2889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2889
 AH2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2889
 AH2889.The ellipsoidal height was determined by GPS observations
 AH2889.and is referenced to NAD 83.
 AH2889
 AH2889.The geoid height was determined by GEOID03.
 AH2889
 AH2889;                    North         East     Units Scale Factor Converg.
 AH2889;SPC IL W     -   572,278.841   757,618.013   MT  0.99998201   +0 27 44.8
 AH2889;SPC IL W     - 1,877,551.50  2,485,618.43   sFT  0.99998201   +0 27 44.8
 AH2889;UTM  16      - 4,632,703.693   294,595.779   MT  1.00011920   -1 38 58.7
 AH2889
 AH2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2889!SPC IL W     -   0.99996872  x   0.99998201  =   0.99995074
 AH2889!UTM  16      -   0.99996872  x   1.00011920  =   1.00008792
 AH2889
 AH2889:                Primary Azimuth Mark                     Grid Az
 AH2889:SPC IL W     -  LEE26 3B                                 345 16 08.0
 AH2889:UTM  16      -  LEE26 3B                                 347 22 51.5
 AH2889
 AH2889|---------------------------------------------------------------------|
 AH2889| PID    Reference Object                     Distance      Geod. Az  |
 AH2889|                                                           dddmmss.s |
 AH2889| AH2890 LEE26 3B                            APPROX. 0.7 KM 3454352.8 |
 AH2889|---------------------------------------------------------------------|
 AH2889
 AH2889                          SUPERSEDED SURVEY CONTROL
 AH2889
 AH2889  ELLIP H (09/15/98)  199.47   (m)                       GP(       ) 3 1
 AH2889
 AH2889.Superseded values are not recommended for survey control.
 AH2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2889.See file dsdata.txt to determine how the superseded data were derived.
 AH2889
 AH2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9459632704(NAD 83)
 AH2889_MARKER: I = METAL ROD
 AH2889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2889_STAMPING: LEE26-3A
 AH2889_MARK LOGO: ILDT  
 AH2889_PROJECTION: PROJECTING 5 CENTIMETERS
 AH2889_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2889+STABILITY: POSITION/ELEVATION WELL
 AH2889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2889+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AH2889_ROD/PIPE-DEPTH:  2.4 meters
 AH2889_SLEEVE-DEPTH  :  0.9 meters
 AH2889
 AH2889  HISTORY     - Date     Condition        Report By
 AH2889  HISTORY     - 1996     MONUMENTED       SECI
 AH2889  HISTORY     - 20020116 GOOD             NGS
 AH2889  HISTORY     - 20030423 GOOD             USPSQD
 AH2889
 AH2889                          STATION DESCRIPTION
 AH2889
 AH2889'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2889'STATION IS LOCATED APPROXIMATELY 1.3 MI (2.1 KM) SOUTH OF DIXON IN THE
 AH2889'SOUTHWEST 1/4 OF SECTION 9, T 22 N, R 9 E.  TO REACH FROM THE JUNCTION
 AH2889'OF ILLINOIS ROUTE 38 AND ILLINOIS ROUTE 26 IN DIXON, PROCEED SOUTH
 AH2889'ALONG ILLINOIS ROUTE 26 FOR APPROXIMATELY 1.3 MI (2.1 KM) TO THE
 AH2889'STATION LOCATED ON THE LEFT (EAST) SIDE OF ILLINOIS ROUTE 26. THE
 AH2889'STATION IS LOCATED 80.6 FT (24.6 M) WEST OF THE CENTERLINE OF THE
 AH2889'NORTHBOUND LANES OF ILLINOIS ROUTE 26, 322 FT (98.1 M) NORTH OF THE
 AH2889'CENTERLINE OF THE WESTBOUND LANES OF INTERSTATE 88, 390 FT (118.9 M)
 AH2889'SOUTH OF THE CENTERLINE OF THE ON/OFF RAMP OF INTERSTATE 88, 98.18 FT
 AH2889'(29.93 M) SOUTHEAST OF A CHISELED X IN THE SOUTHEND OF THE EAST
 AH2889'HEADWALL OF A BOX CULVERT UNDER ILLINOIS ROUTE 26, 4.5 FT (1.4 M) WEST
 AH2889'OF THE NORTH-SOUTH FENCE LINE, AND 4.5 FT (1.4 M) WEST OF AN ORANGE
 AH2889'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2889'6-INCH LOGO CAP.
 AH2889
 AH2889                          STATION RECOVERY (2002)
 AH2889
 AH2889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2889'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2889
 AH2889                          STATION RECOVERY (2003)
 AH2889
 AH2889'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2889'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2890 ***********************************************************************
 AH2890  DESIGNATION -  LEE26 3B
 AH2890  PID         -  AH2890
 AH2890  STATE/COUNTY-  IL/LEE
 AH2890  USGS QUAD   -  DIXON EAST (1983)
 AH2890
 AH2890                         *CURRENT SURVEY CONTROL
 AH2890  ___________________________________________________________________
 AH2890* NAD 83(1997)-  41 49 31.06444(N)    089 28 30.27614(W)     ADJUSTED  
 AH2890* NAVD 88     -       238.3    (meters)     782.     (feet)  GPS OBS   
 AH2890  ___________________________________________________________________
 AH2890  X           -      43,609.843 (meters)                     COMP
 AH2890  Y           -  -4,759,914.523 (meters)                     COMP
 AH2890  Z           -   4,231,300.544 (meters)                     COMP
 AH2890  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AH2890  ELLIP HEIGHT-         205.40  (meters)          (12/06/04) GPS OBS
 AH2890  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AH2890
 AH2890  HORZ ORDER  -  FIRST
 AH2890  ELLP ORDER  -  FOURTH    CLASS I
 AH2890
 AH2890.The horizontal coordinates were established by GPS observations
 AH2890.and adjusted by the National Geodetic Survey in September 1998..
 AH2890
 AH2890.The orthometric height was determined by GPS observations and a
 AH2890.high-resolution geoid model.
 AH2890
 AH2890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2890
 AH2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2890
 AH2890.The ellipsoidal height was determined by GPS observations
 AH2890.and is referenced to NAD 83.
 AH2890
 AH2890.The geoid height was determined by GEOID03.
 AH2890
 AH2890;                    North         East     Units Scale Factor Converg.
 AH2890;SPC IL W     -   572,910.269   757,451.994   MT  0.99998178   +0 27 40.3
 AH2890;SPC IL W     - 1,879,623.11  2,485,073.75   sFT  0.99998178   +0 27 40.3
 AH2890;UTM  16      - 4,633,340.898   294,453.126   MT  1.00011993   -1 39 04.0
 AH2890
 AH2890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2890!SPC IL W     -   0.99996779  x   0.99998178  =   0.99994957
 AH2890!UTM  16      -   0.99996779  x   1.00011993  =   1.00008771
 AH2890
 AH2890:                Primary Azimuth Mark                     Grid Az
 AH2890:SPC IL W     -  LEE26 3A                                 165 16 07.8
 AH2890:UTM  16      -  LEE26 3A                                 167 22 52.1
 AH2890
 AH2890|---------------------------------------------------------------------|
 AH2890| PID    Reference Object                     Distance      Geod. Az  |
 AH2890|                                                           dddmmss.s |
 AH2890| AH2889 LEE26 3A                            APPROX. 0.7 KM 1654348.1 |
 AH2890|---------------------------------------------------------------------|
 AH2890
 AH2890                          SUPERSEDED SURVEY CONTROL
 AH2890
 AH2890  ELLIP H (09/15/98)  205.46   (m)                       GP(       ) 3 1
 AH2890
 AH2890.Superseded values are not recommended for survey control.
 AH2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2890.See file dsdata.txt to determine how the superseded data were derived.
 AH2890
 AH2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9445333341(NAD 83)
 AH2890_MARKER: I = METAL ROD
 AH2890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2890_STAMPING: LEE26-3B
 AH2890_MARK LOGO: ILDT  
 AH2890_PROJECTION: RECESSED 3 CENTIMETERS
 AH2890_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2890+STABILITY: POSITION/ELEVATION WELL
 AH2890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2890+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 AH2890_ROD/PIPE-DEPTH:  2.4 meters
 AH2890_SLEEVE-DEPTH  :  0.9 meters
 AH2890
 AH2890  HISTORY     - Date     Condition        Report By
 AH2890  HISTORY     - 1996     MONUMENTED       SECI
 AH2890  HISTORY     - 20020116 GOOD             NGS
 AH2890  HISTORY     - 20030423 GOOD             USPSQD
 AH2890
 AH2890                          STATION DESCRIPTION
 AH2890
 AH2890'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2890'STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) SOUTH OF DIXON IN THE
 AH2890'NORTHWEST 1/4 OF SECTION 9, T 22 N, R 9 E.  TO REACH FROM THE JUNCTION
 AH2890'OF ILLINOIS ROUTE 38 AND ILLINOIS ROUTE 26 IN DIXON, PROCEED SOUTH
 AH2890'ALONG ILLINOIS ROUTE 26 FOR APPROXIMATELY 0.9 MI (1.4 KM) TO THE
 AH2890'STATION LOCATED ON THE RIGHT (WEST) SIDE OF ILLINOIS ROUTE 26. THE
 AH2890'STATION IS LOCATED 34.1 FT (10.4 M) WEST OF THE CENTERLINE OF THE
 AH2890'SOUTHBOUND LANES OF ILLINOIS ROUTE 26, 225 FT (68.6 M) SOUTH OF A
 AH2890'PRIVATE DRIVE TO THE WEST AND A COMERCIAL ENTRANCE TO THE EAST, 156.2
 AH2890'FT (47.6 M) SOUTHEAST OF A CONCRETE R.O.W.  MARKER, 149.3 FT (45.5 M)
 AH2890'SOUTHEAST OF A BILLBOARD SIGN, 40.0 FT (12.2 M) SOUTHWEST OF AN INLET,
 AH2890'186.6 FT (56.9 M) SOUTH OF AN EAST-WEST FENCE LINE, 67.9 FT (20.7 M)
 AH2890'NORTHWEST OF AN INLET, 4.5 FT (1.4 M) EAST OF THE NORTH-SOUTH FENCE
 AH2890'LINE (THE NORTH-SOUTH FENCE LINE STARTS AT THE STATION AND HEADS
 AH2890'SOUTH) , AND 1.8 FT (0.5 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2890'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.
 AH2890
 AH2890                          STATION RECOVERY (2002)
 AH2890
 AH2890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2890'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2890
 AH2890                          STATION RECOVERY (2003)
 AH2890
 AH2890'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2890'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2901 ***********************************************************************
 AH2901  DESIGNATION -  LEE26 4A
 AH2901  PID         -  AH2901
 AH2901  STATE/COUNTY-  IL/LEE
 AH2901  USGS QUAD   -  POLO (1983)
 AH2901
 AH2901                         *CURRENT SURVEY CONTROL
 AH2901  ___________________________________________________________________
 AH2901* NAD 83(1997)-  41 53 21.59270(N)    089 31 32.93840(W)     ADJUSTED  
 AH2901* NAVD 88     -       252.9    (meters)     830.     (feet)  GPS OBS   
 AH2901  ___________________________________________________________________
 AH2901  X           -      39,355.392 (meters)                     COMP
 AH2901  Y           -  -4,755,216.197 (meters)                     COMP
 AH2901  Z           -   4,236,607.927 (meters)                     COMP
 AH2901  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AH2901  ELLIP HEIGHT-         220.05  (meters)          (12/06/04) GPS OBS
 AH2901  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AH2901
 AH2901  HORZ ORDER  -  FIRST
 AH2901  ELLP ORDER  -  FOURTH    CLASS I
 AH2901
 AH2901.The horizontal coordinates were established by GPS observations
 AH2901.and adjusted by the National Geodetic Survey in September 1998..
 AH2901
 AH2901.The orthometric height was determined by GPS observations and a
 AH2901.high-resolution geoid model.
 AH2901
 AH2901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2901
 AH2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2901
 AH2901.The ellipsoidal height was determined by GPS observations
 AH2901.and is referenced to NAD 83.
 AH2901
 AH2901.The geoid height was determined by GEOID03.
 AH2901
 AH2901;                    North         East     Units Scale Factor Converg.
 AH2901;SPC IL W     -   579,989.684   753,183.840   MT  0.99997597   +0 25 40.4
 AH2901;SPC IL W     - 1,902,849.49  2,471,070.65   sFT  0.99997597   +0 25 40.4
 AH2901;UTM  16      - 4,640,574.009   290,448.372   MT  1.00014038   -1 41 13.5
 AH2901
 AH2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2901!SPC IL W     -   0.99996549  x   0.99997597  =   0.99994146
 AH2901!UTM  16      -   0.99996549  x   1.00014038  =   1.00010586
 AH2901
 AH2901:                Primary Azimuth Mark                     Grid Az
 AH2901:SPC IL W     -  LEE26 4B                                 334 40 49.9
 AH2901:UTM  16      -  LEE26 4B                                 336 47 43.8
 AH2901
 AH2901|---------------------------------------------------------------------|
 AH2901| PID    Reference Object                     Distance      Geod. Az  |
 AH2901|                                                           dddmmss.s |
 AH2901| AH2900 LEE26 4B                            APPROX. 0.6 KM 3350630.3 |
 AH2901|---------------------------------------------------------------------|
 AH2901
 AH2901                          SUPERSEDED SURVEY CONTROL
 AH2901
 AH2901  ELLIP H (09/15/98)  220.11   (m)                       GP(       ) 3 1
 AH2901
 AH2901.Superseded values are not recommended for survey control.
 AH2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2901.See file dsdata.txt to determine how the superseded data were derived.
 AH2901
 AH2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9044840574(NAD 83)
 AH2901_MARKER: I = METAL ROD
 AH2901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2901_STAMPING: LEE26-4A
 AH2901_MARK LOGO: ILDT  
 AH2901_PROJECTION: RECESSED 3 CENTIMETERS
 AH2901_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2901+STABILITY: POSITION/ELEVATION WELL
 AH2901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2901+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 AH2901_ROD/PIPE-DEPTH:  4.9 meters
 AH2901_SLEEVE-DEPTH  :  0.9 meters
 AH2901
 AH2901  HISTORY     - Date     Condition        Report By
 AH2901  HISTORY     - 1996     MONUMENTED       SECI
 AH2901  HISTORY     - 20020116 GOOD             NGS
 AH2901  HISTORY     - 20030619 GOOD             USPSQD
 AH2901
 AH2901                          STATION DESCRIPTION
 AH2901
 AH2901'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2901'STATION IS LOCATED APPROXIMATELY 4.0 MI (6.4 KM) NORTHWEST OF DIXON IN
 AH2901'THE SOUTHWEST 1/4 OF SECTION 13, T 22 N, R 8 E.  TO REACH FROM THE
 AH2901'JUNCTION OF ILLINOIS ROUTE 26 AND ILLINOIS ROUTE 2 (HEADING NORTH) ,
 AH2901'PROCEED NORTH APPROXIMATELY 3.9 MI (6.3 KM) ALONG ROUTE 26 TO THE
 AH2901'STATION ON THE LEFT (WEST) SIDE OF ILLINOIS ROUTE 26.  STATION IS
 AH2901'LOCATED APPROXIMATELY .1 MI (0.2 KM) NORTH OF THE INTERSECTION OF
 AH2901'ILLINOIS ROUTE 26 AND PENROSE ROAD (2100 N) , 60.0 FT (18.3 M)
 AH2901'SOUTHWEST OF THE CENTERLINE OF ILLINOIS ROUTE 26, 156 FT (47.5 M)
 AH2901'SOUTHEAST OF A PRIVATE DRIVE TO THE EAST, 140.0 FT (42.7 M) SOUTHEAST
 AH2901'OF A POWER POLE, 185.5 FT (56.5 M) SOUTHWEST OF A POWER POLE, 170.7 FT
 AH2901'(52.0 M) SOUTHWEST OF THE CORNER OF A CONCRETE WALL, 122.2 FT (37.2 M)
 AH2901'WEST OF A FENCE CORNER OF A FENCE THAT RUNS SOUTH AND EAST, AND 2.0 FT
 AH2901'(0.6 M) NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS
 AH2901'TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL
 AH2901'WOOD PHYSICAL TIES.
 AH2901
 AH2901                          STATION RECOVERY (2002)
 AH2901
 AH2901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2901'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2901
 AH2901                          STATION RECOVERY (2003)
 AH2901
 AH2901'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2900 ***********************************************************************
 AH2900  DESIGNATION -  LEE26 4B
 AH2900  PID         -  AH2900
 AH2900  STATE/COUNTY-  IL/LEE
 AH2900  USGS QUAD   -  POLO (1983)
 AH2900
 AH2900                         *CURRENT SURVEY CONTROL
 AH2900  ___________________________________________________________________
 AH2900* NAD 83(1997)-  41 53 40.66686(N)    089 31 44.78415(W)     ADJUSTED  
 AH2900* NAVD 88     -       252.4    (meters)     828.     (feet)  GPS OBS   
 AH2900  ___________________________________________________________________
 AH2900  X           -      39,079.068 (meters)                     COMP
 AH2900  Y           -  -4,754,825.121 (meters)                     COMP
 AH2900  Z           -   4,237,045.689 (meters)                     COMP
 AH2900  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AH2900  ELLIP HEIGHT-         219.55  (meters)          (12/06/04) GPS OBS
 AH2900  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 AH2900
 AH2900  HORZ ORDER  -  FIRST
 AH2900  ELLP ORDER  -  FOURTH    CLASS I
 AH2900
 AH2900.The horizontal coordinates were established by GPS observations
 AH2900.and adjusted by the National Geodetic Survey in September 1998..
 AH2900
 AH2900.The orthometric height was determined by GPS observations and a
 AH2900.high-resolution geoid model.
 AH2900
 AH2900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2900
 AH2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2900
 AH2900.The ellipsoidal height was determined by GPS observations
 AH2900.and is referenced to NAD 83.
 AH2900
 AH2900.The geoid height was determined by GEOID03.
 AH2900
 AH2900;                    North         East     Units Scale Factor Converg.
 AH2900;SPC IL W     -   580,576.117   752,906.390   MT  0.99997561   +0 25 32.7
 AH2900;SPC IL W     - 1,904,773.48  2,470,160.38   sFT  0.99997561   +0 25 32.7
 AH2900;UTM  16      - 4,641,170.380   290,192.712   MT  1.00014169   -1 41 22.0
 AH2900
 AH2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2900!SPC IL W     -   0.99996557  x   0.99997561  =   0.99994118
 AH2900!UTM  16      -   0.99996557  x   1.00014169  =   1.00010725
 AH2900
 AH2900:                Primary Azimuth Mark                     Grid Az
 AH2900:SPC IL W     -  LEE26 4A                                 154 40 49.7
 AH2900:UTM  16      -  LEE26 4A                                 156 47 44.4
 AH2900
 AH2900|---------------------------------------------------------------------|
 AH2900| PID    Reference Object                     Distance      Geod. Az  |
 AH2900|                                                           dddmmss.s |
 AH2900| AH2901 LEE26 4A                            APPROX. 0.6 KM 1550622.4 |
 AH2900|---------------------------------------------------------------------|
 AH2900
 AH2900                          SUPERSEDED SURVEY CONTROL
 AH2900
 AH2900  ELLIP H (09/15/98)  219.61   (m)                       GP(       ) 3 1
 AH2900
 AH2900.Superseded values are not recommended for survey control.
 AH2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2900.See file dsdata.txt to determine how the superseded data were derived.
 AH2900
 AH2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM9019341170(NAD 83)
 AH2900_MARKER: I = METAL ROD
 AH2900_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2900_STAMPING: LEE26-4B
 AH2900_MARK LOGO: ILDT  
 AH2900_PROJECTION: RECESSED 3 CENTIMETERS
 AH2900_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2900+STABILITY: POSITION/ELEVATION WELL
 AH2900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2900+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 AH2900_ROD/PIPE-DEPTH:  3.7 meters
 AH2900_SLEEVE-DEPTH  :  0.9 meters
 AH2900
 AH2900  HISTORY     - Date     Condition        Report By
 AH2900  HISTORY     - 1996     MONUMENTED       SECI
 AH2900  HISTORY     - 20020116 GOOD             NGS
 AH2900  HISTORY     - 20030619 GOOD             USPSQD
 AH2900
 AH2900                          STATION DESCRIPTION
 AH2900
 AH2900'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2900'STATION IS LOCATED APPROXIMATELY 4.6 MI (7.4 KM) NORTHWEST OF DIXON IN
 AH2900'THE NORTHWEST 1/4 OF SECTION 34, T 22 N, R 8 E.  TO REACH FROM THE
 AH2900'JUNCTION OF ILLINOIS ROUTE 26 AND ILLINOIS ROUTE 2 (HEADING NORTH) ,
 AH2900'PROCEED NORTH APPROXIMATELY 4.4 MI (7.1 KM) ALONG ROUTE 26 TO THE
 AH2900'STATION ON THE RIGHT (EAST) SIDE OF ILLINOIS ROUTE 26.  STATION IS
 AH2900'LOCATED APPROXIMATELY .65 MI (1.05 KM) NORTH OF THE INTERSECTION OF
 AH2900'ILLINOIS ROUTE 26 AND PENROSE ROAD (2100 N) , 59 FT (18.0 M) NORTHEAST
 AH2900'OF THE CENTERLINE OF ILLINOIS ROUTE 26, 94.5 FT (28.8 M) NORTHWEST OF
 AH2900'A POWER POLE, 94.0 FT (28.7 M) SOUTHEAST OF A POWER POLE, 267.84 FT
 AH2900'(81.64 M) SOUTH OF A FOUND IRON BAR NEAR A FENCE CORNER, 267.8 FT
 AH2900'(81.6 M) SOUTHEAST OF A METAL FENCE POST OF A FENCE THAT RUNS NORTH
 AH2900'AND ALSO EAST, 194.9 FT (59.4 M) NORTHEAST OF A 56-IN DIAMETER TREE,
 AH2900'264 FT (80.5 M) SOUTHEAST OF A FIELD ENTRANCE TO THE NORTHEAST, 80 FT
 AH2900'(24.4 M) NORTHWEST OF A FIELD ENTRANCE TO THE SOUTHWEST, 150.5 FT
 AH2900'(45.9 M) NORTHEAST OF A CONCRETE R.O.W.  MARKER, AND 2.0 FT (0.6 M)
 AH2900'NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM
 AH2900'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2900'PHYSICAL TIES.
 AH2900
 AH2900                          STATION RECOVERY (2002)
 AH2900
 AH2900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2900'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2900
 AH2900                          STATION RECOVERY (2003)
 AH2900
 AH2900'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2895 ***********************************************************************
 AH2895  DESIGNATION -  LEE30 1A
 AH2895  PID         -  AH2895
 AH2895  STATE/COUNTY-  IL/LEE
 AH2895  USGS QUAD   -  FRANKLIN GROVE (1983)
 AH2895
 AH2895                         *CURRENT SURVEY CONTROL
 AH2895  ___________________________________________________________________
 AH2895* NAD 83(1997)-  41 45 28.04890(N)    089 18 25.51227(W)     ADJUSTED  
 AH2895* NAVD 88     -       246.1    (meters)     807.     (feet)  GPS OBS   
 AH2895  ___________________________________________________________________
 AH2895  X           -      57,626.098 (meters)                     COMP
 AH2895  Y           -  -4,764,768.426 (meters)                     COMP
 AH2895  Z           -   4,225,715.507 (meters)                     COMP
 AH2895  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AH2895  ELLIP HEIGHT-         213.21  (meters)          (12/06/04) GPS OBS
 AH2895  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AH2895
 AH2895  HORZ ORDER  -  FIRST
 AH2895  ELLP ORDER  -  FOURTH    CLASS I
 AH2895
 AH2895.The horizontal coordinates were established by GPS observations
 AH2895.and adjusted by the National Geodetic Survey in September 1998..
 AH2895
 AH2895.The orthometric height was determined by GPS observations and a
 AH2895.high-resolution geoid model.
 AH2895
 AH2895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2895
 AH2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2895
 AH2895.The ellipsoidal height was determined by GPS observations
 AH2895.and is referenced to NAD 83.
 AH2895
 AH2895.The geoid height was determined by GEOID03.
 AH2895
 AH2895;                    North         East     Units Scale Factor Converg.
 AH2895;SPC IL W     -   565,538.944   771,482.383   MT  1.00000403   +0 34 21.0
 AH2895;SPC IL W     - 1,855,439.02  2,531,105.12   sFT  1.00000403   +0 34 21.0
 AH2895;UTM  16      - 4,625,457.052   308,203.767   MT  1.00005269   -1 32 13.0
 AH2895
 AH2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2895!SPC IL W     -   0.99996656  x   1.00000403  =   0.99997059
 AH2895!UTM  16      -   0.99996656  x   1.00005269  =   1.00001925
 AH2895
 AH2895:                Primary Azimuth Mark                     Grid Az
 AH2895:SPC IL W     -  LEE30 1B                                 086 31 13.4
 AH2895:UTM  16      -  LEE30 1B                                 088 37 47.4
 AH2895
 AH2895|---------------------------------------------------------------------|
 AH2895| PID    Reference Object                     Distance      Geod. Az  |
 AH2895|                                                           dddmmss.s |
 AH2895| AH2896 LEE30 1B                            APPROX. 0.6 KM 0870534.4 |
 AH2895|---------------------------------------------------------------------|
 AH2895
 AH2895                          SUPERSEDED SURVEY CONTROL
 AH2895
 AH2895  ELLIP H (09/15/98)  213.26   (m)                       GP(       ) 3 1
 AH2895
 AH2895.Superseded values are not recommended for survey control.
 AH2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2895.See file dsdata.txt to determine how the superseded data were derived.
 AH2895
 AH2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0820425457(NAD 83)
 AH2895_MARKER: I = METAL ROD
 AH2895_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2895_STAMPING: LEE30-1A
 AH2895_MARK LOGO: ILDT  
 AH2895_PROJECTION: RECESSED 5 CENTIMETERS
 AH2895_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2895+STABILITY: POSITION/ELEVATION WELL
 AH2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2895+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 AH2895_ROD/PIPE-DEPTH:  4.9 meters
 AH2895_SLEEVE-DEPTH  :  0.9 meters
 AH2895
 AH2895  HISTORY     - Date     Condition        Report By
 AH2895  HISTORY     - 1996     MONUMENTED       SECI
 AH2895  HISTORY     - 20020116 GOOD             NGS
 AH2895  HISTORY     - 20030531 GOOD             USPSQD
 AH2895
 AH2895                          STATION DESCRIPTION
 AH2895
 AH2895'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2895'STATION IS LOCATED APPROXIMATELY 3.2 MI (5.1 KM) NORTHEAST OF AMBOY,
 AH2895'5.8 MI (9.3 KM) SOUTH OF FRANKLIN GROVE IN THE NORTHEAST 1/4 OF
 AH2895'SECTION 2, T 20 N, R 10 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE
 AH2895'30 AND U.S.  ROUTE 52, PROCEED EAST ALONG U.S.  ROUTE 30 FOR
 AH2895'APPROXIMATELY 1.1 MI (1.8 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2895'(SOUTH) SIDE OF ILLINOIS ROUTE 30.  (APPROXIMATE LEE COUNTY, ILLINOIS
 AH2895'ROUTE 30, MILE- MARKER 16.5) .  THE STATION IS LOCATED APPROXIMATELY
 AH2895'.2 MI (0.3 KM) WEST OF THE INTERSECTION OF U.S.  ROUTE 30 AND INLET
 AH2895'ROAD, 49.0 FT (14.9 M) SOUTH OF THE CENTERLINE OF U.S.  ROUTE 30, 27.7
 AH2895'FT (8.4 M) EAST OF A CONCRETE R.O.W.  MARKER, 102.2 FT (31.2 M)
 AH2895'SOUTHEAST OF A CONCRETE R.O.W.  MARKER, 91.0 FT (27.7 M) SOUTH OF A
 AH2895'14-IN DIAMETER TREE, 96.2 FT (29.3 M) SOUTH OF A 18-IN DIAMETER
 AH2895'TREE,114.9 FT SOUTHEAST OF A 24-IN DIAMETER TREE, 1.8 FT (0.5 M) NORTH
 AH2895'OF THE EAST-WEST FENCE LINE, AND 1.4 FT (0.4 M) NORTH OF AN ORANGE
 AH2895'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2895'6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2895
 AH2895                          STATION RECOVERY (2002)
 AH2895
 AH2895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2895'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2895
 AH2895                          STATION RECOVERY (2003)
 AH2895
 AH2895'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2896 ***********************************************************************
 AH2896  DESIGNATION -  LEE30 1B
 AH2896  PID         -  AH2896
 AH2896  STATE/COUNTY-  IL/LEE
 AH2896  USGS QUAD   -  FRANKLIN GROVE (1983)
 AH2896
 AH2896                         *CURRENT SURVEY CONTROL
 AH2896  ___________________________________________________________________
 AH2896* NAD 83(1997)-  41 45 29.05176(N)    089 17 59.11558(W)     ADJUSTED  
 AH2896* NAVD 88     -       244.8    (meters)     803.     (feet)  GPS OBS   
 AH2896  ___________________________________________________________________
 AH2896  X           -      58,235.603 (meters)                     COMP
 AH2896  Y           -  -4,764,739.400 (meters)                     COMP
 AH2896  Z           -   4,225,737.690 (meters)                     COMP
 AH2896  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AH2896  ELLIP HEIGHT-         211.86  (meters)          (12/06/04) GPS OBS
 AH2896  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AH2896
 AH2896  HORZ ORDER  -  FIRST
 AH2896  ELLP ORDER  -  FOURTH    CLASS I
 AH2896
 AH2896.The horizontal coordinates were established by GPS observations
 AH2896.and adjusted by the National Geodetic Survey in September 1998..
 AH2896
 AH2896.The orthometric height was determined by GPS observations and a
 AH2896.high-resolution geoid model.
 AH2896
 AH2896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2896
 AH2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2896
 AH2896.The ellipsoidal height was determined by GPS observations
 AH2896.and is referenced to NAD 83.
 AH2896
 AH2896.The geoid height was determined by GEOID03.
 AH2896
 AH2896;                    North         East     Units Scale Factor Converg.
 AH2896;SPC IL W     -   565,576.002   772,091.837   MT  1.00000511   +0 34 38.6
 AH2896;SPC IL W     - 1,855,560.60  2,533,104.64   sFT  1.00000511   +0 34 38.6
 AH2896;UTM  16      - 4,625,471.652   308,814.201   MT  1.00004981   -1 31 55.4
 AH2896
 AH2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2896!SPC IL W     -   0.99996677  x   1.00000511  =   0.99997188
 AH2896!UTM  16      -   0.99996677  x   1.00004981  =   1.00001658
 AH2896
 AH2896:                Primary Azimuth Mark                     Grid Az
 AH2896:SPC IL W     -  LEE30 1A                                 266 31 13.4
 AH2896:UTM  16      -  LEE30 1A                                 268 37 47.4
 AH2896
 AH2896|---------------------------------------------------------------------|
 AH2896| PID    Reference Object                     Distance      Geod. Az  |
 AH2896|                                                           dddmmss.s |
 AH2896| AH2895 LEE30 1A                            APPROX. 0.6 KM 2670552.0 |
 AH2896|---------------------------------------------------------------------|
 AH2896
 AH2896                          SUPERSEDED SURVEY CONTROL
 AH2896
 AH2896  ELLIP H (09/15/98)  211.91   (m)                       GP(       ) 3 1
 AH2896
 AH2896.Superseded values are not recommended for survey control.
 AH2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2896.See file dsdata.txt to determine how the superseded data were derived.
 AH2896
 AH2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0881425472(NAD 83)
 AH2896_MARKER: I = METAL ROD
 AH2896_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2896_STAMPING: LEE3O-1B
 AH2896_MARK LOGO: ILDT  
 AH2896_PROJECTION: RECESSED 3 CENTIMETERS
 AH2896_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2896+STABILITY: POSITION/ELEVATION WELL
 AH2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2896+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 AH2896_ROD/PIPE-DEPTH:  4.9 meters
 AH2896_SLEEVE-DEPTH  :  0.9 meters
 AH2896
 AH2896  HISTORY     - Date     Condition        Report By
 AH2896  HISTORY     - 1996     MONUMENTED       SECI
 AH2896  HISTORY     - 20020116 GOOD             NGS
 AH2896  HISTORY     - 20030531 GOOD             USPSQD
 AH2896
 AH2896                          STATION DESCRIPTION
 AH2896
 AH2896'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2896'STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) NORTHEAST OF AMBOY,
 AH2896'5.6 MI (9.0 KM) SOUTH OF FRANKLIN GROVE IN THE SOUTHWEST 1/4 OF
 AH2896'SECTION 36, T 21 N, R 10 E.  TO REACH FROM THE JUNCTION OF U.S. ROUTE
 AH2896'30 AND U.S.  ROUTE 52, PROCEED EAST ALONG U.S.  ROUTE 30 FOR
 AH2896'APPROXIMATELY 1.4 MI (2.3 KM) TO THE STATION LOCATED ON THE LEFT
 AH2896'(NORTH) SIDE OF U.S.  ROUTE 30.  (APPROXIMATE LEE COUNTY, ILLINOIS
 AH2896'ROUTE 30, MILE (48.3 KM) MARKER 16.9) .  THE STATION IS LOCATED
 AH2896'APPROXIMATELY .17 MI (0.27 KM) EAST OF THE INTERSECTION OF U.S. ROUTE
 AH2896'30 AND INLET ROAD, 42.1 FT (12.8 M) NORTH OF THE CENTERLINE OF U.S.
 AH2896'ROUTE 30, 122.5 FT (37.3 M) EAST OF A FIELD ENTRANCE TO THE NORTH,
 AH2896'25.5 FT (7.8 M) WEST OF A FIELD ENTRANCE TO THE NORTH, 146.5 FT (44.7
 AH2896'M) WEST OF 26-IN DIAMETER TREE, 150.9 FT (46.0 M) WEST OF A CONCRETE
 AH2896'R.O.W.  MARKER, 153.6 FT (46.8 M) WEST OF A WOOD POST NEAR A CONCRETE
 AH2896'STRUCTURE, 92.5 FT (28.2 M) NORTHEAST OF A FENCE CORNER OF A FENCE
 AH2896'THAT RUNS EAST AND SOUTH, 169.2 FT (51.6 M) NORTHWEST OF A FENCE
 AH2896'CORNER OF A FENCE THAT RUNS SOUTH AND WEST, 177.6 FT (54.1 M)
 AH2896'NORTHWEST OF A CONCRETE R.O.W.  MARKER, 178.8 FT (54.5 M) NORTHWEST OF
 AH2896'A FENCE CORNER OF A DOWN FENCE THAT RUNS SOUTH, AND 2.0 FT (0.6 M)
 AH2896'SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM
 AH2896'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2896'PHYSICAL TIES.
 AH2896
 AH2896                          STATION RECOVERY (2002)
 AH2896
 AH2896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2896'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2896
 AH2896                          STATION RECOVERY (2003)
 AH2896
 AH2896'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2891 ***********************************************************************
 AH2891  DESIGNATION -  LEE30 2A
 AH2891  PID         -  AH2891
 AH2891  STATE/COUNTY-  IL/LEE
 AH2891  USGS QUAD   -  STEWARD (1993)
 AH2891
 AH2891                         *CURRENT SURVEY CONTROL
 AH2891  ___________________________________________________________________
 AH2891* NAD 83(1997)-  41 45 59.41060(N)    089 06 06.68077(W)     ADJUSTED  
 AH2891* NAVD 88     -       234.9    (meters)     771.     (feet)  GPS OBS   
 AH2891  ___________________________________________________________________
 AH2891  X           -      74,682.650 (meters)                     COMP
 AH2891  Y           -  -4,763,878.656 (meters)                     COMP
 AH2891  Z           -   4,226,429.768 (meters)                     COMP
 AH2891  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AH2891  ELLIP HEIGHT-         201.95  (meters)          (12/06/04) GPS OBS
 AH2891  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AH2891
 AH2891  HORZ ORDER  -  FIRST
 AH2891  ELLP ORDER  -  FOURTH    CLASS I
 AH2891
 AH2891.The horizontal coordinates were established by GPS observations
 AH2891.and adjusted by the National Geodetic Survey in September 1998..
 AH2891
 AH2891.The orthometric height was determined by GPS observations and a
 AH2891.high-resolution geoid model.
 AH2891
 AH2891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2891
 AH2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2891
 AH2891.The ellipsoidal height was determined by GPS observations
 AH2891.and is referenced to NAD 83.
 AH2891
 AH2891.The geoid height was determined by GEOID03.
 AH2891
 AH2891;                    North         East     Units Scale Factor Converg.
 AH2891;SPC IL W     -   566,697.390   788,537.549   MT  1.00003760   +0 42 33.5
 AH2891;SPC IL W     - 1,859,239.69  2,587,060.28   sFT  1.00003760   +0 42 33.5
 AH2891;UTM  16      - 4,625,986.898   325,289.904   MT  0.99997562   -1 24 01.4
 AH2891
 AH2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2891!SPC IL W     -   0.99996833  x   1.00003760  =   1.00000592
 AH2891!UTM  16      -   0.99996833  x   0.99997562  =   0.99994395
 AH2891
 AH2891:                Primary Azimuth Mark                     Grid Az
 AH2891:SPC IL W     -  LEE30 2B                                 179 36 15.8
 AH2891:UTM  16      -  LEE30 2B                                 181 42 50.7
 AH2891
 AH2891|---------------------------------------------------------------------|
 AH2891| PID    Reference Object                     Distance      Geod. Az  |
 AH2891|                                                           dddmmss.s |
 AH2891| AH2892 LEE30 2B                            APPROX. 0.8 KM 1801849.3 |
 AH2891|---------------------------------------------------------------------|
 AH2891
 AH2891                          SUPERSEDED SURVEY CONTROL
 AH2891
 AH2891  ELLIP H (09/15/98)  202.00   (m)                       GP(       ) 3 1
 AH2891
 AH2891.Superseded values are not recommended for survey control.
 AH2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2891.See file dsdata.txt to determine how the superseded data were derived.
 AH2891
 AH2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2529025987(NAD 83)
 AH2891_MARKER: I = METAL ROD
 AH2891_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2891_STAMPING: LEE30-2A
 AH2891_MARK LOGO: ILDT  
 AH2891_PROJECTION: RECESSED 5 CENTIMETERS
 AH2891_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2891+STABILITY: POSITION/ELEVATION WELL
 AH2891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2891+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 AH2891_ROD/PIPE-DEPTH:  6.1 meters
 AH2891_SLEEVE-DEPTH  :  0.9 meters
 AH2891
 AH2891  HISTORY     - Date     Condition        Report By
 AH2891  HISTORY     - 1996     MONUMENTED       SECI
 AH2891  HISTORY     - 20020123 GOOD             NGS
 AH2891  HISTORY     - 20030628 GOOD             USPSQD
 AH2891
 AH2891                          STATION DESCRIPTION
 AH2891
 AH2891'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2891'STATION IS LOCATED APPROXIMATELY 9.5 MI (15.3 KM) SOUTHEAST OF ASHTON,
 AH2891'7.4 MI (11.9 KM) SOUTHWEST OF STEWARD, 4.6 MI (7.4 KM) NORTHWEST OF
 AH2891'COMPTON, 5.2 MI (8.4 KM) NORTHEAST OF WEST BROOKLYN IN THE SOUTH 1/2
 AH2891'OF SECTION 15, T 38 N, R 1 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2891'ROUTE 30 AND ILLINOIS ROUTE 251 , PROCEED WEST ALONG ILLINOIS ROUTE 30
 AH2891'FOR APPROXIMATELY 0.9 MI (1.4 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2891'(NORTH) SIDE OF ILLINOIS ROUTE 30, NEAR THE SOUTHWEST CORNER OF
 AH2891'BRESSONS AIRPORT.  THE STATION IS LOCATED 44.9 FT (13.7 M) NORTH OF
 AH2891'THE CENTERLINE OF U.S.  ROUTE 30 (1200N) , 309 FT (94.2 M) EAST OF
 AH2891'MELUGINS GROVE ROAD (2750E) , 308 FT (93.9 M) WEST OF THE BRESSONS
 AH2891'AIRPORT ENTRANCE, 283.5 FT (86.4 M) WEST OF BRESSONS AIRPORT SIGN,
 AH2891'201.1 FT (61.3 M) WEST OF THE SOUTHEAST RED LIGHT FOR THE AIRPORT
 AH2891'RUNWAY, 10.5 FT (3.2 M) WEST OF THE SOUTHWEST RED LIGHT FOR THE
 AH2891'AIRPORT RUNWAY, AND 1.1 FT (0.3 M) SOUTH OF AN ORANGE FIBERGLASS
 AH2891'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH2891'CAP.
 AH2891
 AH2891                          STATION RECOVERY (2002)
 AH2891
 AH2891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2891'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2891
 AH2891                          STATION RECOVERY (2003)
 AH2891
 AH2891'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2892 ***********************************************************************
 AH2892  DESIGNATION -  LEE30 2B
 AH2892  PID         -  AH2892
 AH2892  STATE/COUNTY-  IL/LEE
 AH2892  USGS QUAD   -  STEWARD (1993)
 AH2892
 AH2892                         *CURRENT SURVEY CONTROL
 AH2892  ___________________________________________________________________
 AH2892* NAD 83(1997)-  41 45 34.26899(N)    089 06 06.86461(W)     ADJUSTED  
 AH2892* NAVD 88     -       233.1    (meters)     765.     (feet)  GPS OBS   
 AH2892  ___________________________________________________________________
 AH2892  X           -      74,686.480 (meters)                     COMP
 AH2892  Y           -  -4,764,393.960 (meters)                     COMP
 AH2892  Z           -   4,225,849.953 (meters)                     COMP
 AH2892  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AH2892  ELLIP HEIGHT-         200.13  (meters)          (12/06/04) GPS OBS
 AH2892  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 AH2892
 AH2892  HORZ ORDER  -  FIRST
 AH2892  ELLP ORDER  -  FOURTH    CLASS I
 AH2892
 AH2892.The horizontal coordinates were established by GPS observations
 AH2892.and adjusted by the National Geodetic Survey in September 1998..
 AH2892
 AH2892.The orthometric height was determined by GPS observations and a
 AH2892.high-resolution geoid model.
 AH2892
 AH2892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2892
 AH2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2892
 AH2892.The ellipsoidal height was determined by GPS observations
 AH2892.and is referenced to NAD 83.
 AH2892
 AH2892.The geoid height was determined by GEOID03.
 AH2892
 AH2892;                    North         East     Units Scale Factor Converg.
 AH2892;SPC IL W     -   565,921.689   788,542.904   MT  1.00003762   +0 42 33.1
 AH2892;SPC IL W     - 1,856,694.74  2,587,077.84   sFT  1.00003762   +0 42 33.1
 AH2892;UTM  16      - 4,625,211.573   325,266.703   MT  0.99997572   -1 24 00.8
 AH2892
 AH2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2892!SPC IL W     -   0.99996861  x   1.00003762  =   1.00000623
 AH2892!UTM  16      -   0.99996861  x   0.99997572  =   0.99994433
 AH2892
 AH2892:                Primary Azimuth Mark                     Grid Az
 AH2892:SPC IL W     -  LEE30 2A                                 359 36 16.1
 AH2892:UTM  16      -  LEE30 2A                                 001 42 50.0
 AH2892
 AH2892|---------------------------------------------------------------------|
 AH2892| PID    Reference Object                     Distance      Geod. Az  |
 AH2892|                                                           dddmmss.s |
 AH2892| AH2891 LEE30 2A                            APPROX. 0.8 KM 0001849.2 |
 AH2892|---------------------------------------------------------------------|
 AH2892
 AH2892                          SUPERSEDED SURVEY CONTROL
 AH2892
 AH2892  ELLIP H (09/15/98)  200.18   (m)                       GP(       ) 3 1
 AH2892
 AH2892.Superseded values are not recommended for survey control.
 AH2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2892.See file dsdata.txt to determine how the superseded data were derived.
 AH2892
 AH2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2526725212(NAD 83)
 AH2892_MARKER: I = METAL ROD
 AH2892_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2892_STAMPING: LEE30-2B
 AH2892_MARK LOGO: ILDT  
 AH2892_PROJECTION: RECESSED 3 CENTIMETERS
 AH2892_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2892+STABILITY: POSITION/ELEVATION WELL
 AH2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2892+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 AH2892_ROD/PIPE-DEPTH:  4.9 meters
 AH2892_SLEEVE-DEPTH  :  0.9 meters
 AH2892
 AH2892  HISTORY     - Date     Condition        Report By
 AH2892  HISTORY     - 1996     MONUMENTED       SECI
 AH2892  HISTORY     - 20020123 GOOD             NGS
 AH2892  HISTORY     - 20030628 GOOD             USPSQD
 AH2892
 AH2892                          STATION DESCRIPTION
 AH2892
 AH2892'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2892'STATION IS LOCATED APPROXIMATELY 5.1 MI (8.2 KM) NORTHWEST OF
 AH2892'COMPTION, 5.7 MI (9.2 KM) NORTHEAST OF WEST BROOKLYN IN THE CENTER OF
 AH2892'SECTION 15, T 38 N, R 1 E.  TO REACH FROM THE JUNCTION OF ILLINOIS
 AH2892'ROUTE 30 AND ILLINOIS ROUTE 251 , PROCEED WEST ALONG ILLINOIS ROUTE 30
 AH2892'FOR APPROXIMATELY 0.96 MI (1.54 KM) TO THE INTERSECTION OF ILLINOIS
 AH2892'ROUTE 30 AND MELUGINS GROVE ROAD.  TURN RIGHT (NORTH) ALONG MELUGINS
 AH2892'GROVE ROAD AND PROCEED NORTH FOR APPROXIMATELY .5 MI (0.8 KM) TO A
 AH2892'BRIDGE ACROSS WILLOW CREEK.  THE STATION IS LOCATED NEAR THE NORTHWEST
 AH2892'CORNER OF BRESSONS AIRPORT.  THE STATION IS LOCATED 325 FT (99.1 M)
 AH2892'EAST OF MELUGINS GROVE ROAD, +/- 75 FT (22.9 M) SOUTH OF WILLOW CREEK,
 AH2892'186.5 FT (56.8 M) WEST OF THE NORTHEAST RED LIGHT OF THE AIRPORT
 AH2892'RUNWAY, 5.7 FT (1.7 M) WEST OF THE NORTHWEST RED LIGHT OF THE AIRPORT
 AH2892'RUNWAY, 312.3 FT (95.2 M) WEST OF A CHISELED X ON THE SOUTHEAST
 AH2892'CONCRETE BRIDGE ABUTMENT, AND 2.0 FT (0.6 M) SOUTH OF AN ORANGE
 AH2892'FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A
 AH2892'6-INCH LOGO CAP.
 AH2892
 AH2892                          STATION RECOVERY (2002)
 AH2892
 AH2892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2892'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2892
 AH2892                          STATION RECOVERY (2003)
 AH2892
 AH2892'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2887 ***********************************************************************
 AH2887  DESIGNATION -  LEE38 1A
 AH2887  PID         -  AH2887
 AH2887  STATE/COUNTY-  IL/LEE
 AH2887  USGS QUAD   -  FRANKLIN GROVE (1983)
 AH2887
 AH2887                         *CURRENT SURVEY CONTROL
 AH2887  ___________________________________________________________________
 AH2887* NAD 83(1997)-  41 50 15.75664(N)    089 22 05.56079(W)     ADJUSTED  
 AH2887* NAVD 88     -       227.3    (meters)     746.     (feet)  GPS OBS   
 AH2887  ___________________________________________________________________
 AH2887  X           -      52,477.497 (meters)                     COMP
 AH2887  Y           -  -4,758,897.081 (meters)                     COMP
 AH2887  Z           -   4,232,320.635 (meters)                     COMP
 AH2887  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AH2887  ELLIP HEIGHT-         194.37  (meters)          (12/06/04) GPS OBS
 AH2887  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AH2887
 AH2887  HORZ ORDER  -  FIRST
 AH2887  ELLP ORDER  -  FOURTH    CLASS I
 AH2887
 AH2887.The horizontal coordinates were established by GPS observations
 AH2887.and adjusted by the National Geodetic Survey in September 1998..
 AH2887
 AH2887.The orthometric height was determined by GPS observations and a
 AH2887.high-resolution geoid model.
 AH2887
 AH2887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2887
 AH2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2887
 AH2887.The ellipsoidal height was determined by GPS observations
 AH2887.and is referenced to NAD 83.
 AH2887
 AH2887.The geoid height was determined by GEOID03.
 AH2887
 AH2887;                    North         East     Units Scale Factor Converg.
 AH2887;SPC IL W     -   574,366.066   766,316.795   MT  0.99999527   +0 31 57.4
 AH2887;SPC IL W     - 1,884,399.33  2,514,157.68   sFT  0.99999527   +0 31 57.4
 AH2887;UTM  16      - 4,634,469.051   303,366.540   MT  1.00007581   -1 34 48.6
 AH2887
 AH2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2887!SPC IL W     -   0.99996952  x   0.99999527  =   0.99996479
 AH2887!UTM  16      -   0.99996952  x   1.00007581  =   1.00004532
 AH2887
 AH2887:                Primary Azimuth Mark                     Grid Az
 AH2887:SPC IL W     -  LEE38 1B                                 092 46 00.0
 AH2887:UTM  16      -  LEE38 1B                                 094 52 46.0
 AH2887
 AH2887|---------------------------------------------------------------------|
 AH2887| PID    Reference Object                     Distance      Geod. Az  |
 AH2887|                                                           dddmmss.s |
 AH2887| AH2888 LEE38 1B                            APPROX. 0.6 KM 0931757.4 |
 AH2887|---------------------------------------------------------------------|
 AH2887
 AH2887                          SUPERSEDED SURVEY CONTROL
 AH2887
 AH2887  ELLIP H (09/15/98)  194.43   (m)                       GP(       ) 3 1
 AH2887
 AH2887.Superseded values are not recommended for survey control.
 AH2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2887.See file dsdata.txt to determine how the superseded data were derived.
 AH2887
 AH2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0336734469(NAD 83)
 AH2887_MARKER: I = METAL ROD
 AH2887_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2887_STAMPING: LEE38-1A
 AH2887_MARK LOGO: ILDT  
 AH2887_PROJECTION: RECESSED 3 CENTIMETERS
 AH2887_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2887+STABILITY: POSITION/ELEVATION WELL
 AH2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2887+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 AH2887_ROD/PIPE-DEPTH:  4.9 meters
 AH2887_SLEEVE-DEPTH  :  0.9 meters
 AH2887
 AH2887  HISTORY     - Date     Condition        Report By
 AH2887  HISTORY     - 1996     MONUMENTED       SECI
 AH2887  HISTORY     - 20020116 GOOD             NGS
 AH2887  HISTORY     - 20030531 GOOD             USPSQD
 AH2887
 AH2887                          STATION DESCRIPTION
 AH2887
 AH2887'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2887'STATION IS LOCATED APPROXIMATELY 5.5 MI (8.9 KM) EAST OF DIXON, 3.5 MI
 AH2887'(5.6 KM) WEST OF FRANKLIN GROVE IN THE CENTER OF SECTION 15, T 21 N, R
 AH2887'10 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 38 AND ILLINOIS
 AH2887'ROUTE 26 IN DIXON, PROCEED EAST ALONG ILLINOIS ROUTE 38 FOR
 AH2887'APPROXIMATELY 5.8 MI (9.3 KM) TO THE STATION LOCATED ON THE LEFT
 AH2887'(NORTH) SIDE OF ILLINOIS ROUTE 26.  THE STATION IS LOCATED 47.9 FT
 AH2887'(14.6 M) NORTH OF ILLINOIS ROUTE 38, 128 FT (39.0 M) WEST OF A CREEK,
 AH2887'56 FT (17.1 M) WEST OF A PRIVATE DRIVE TO THE NORTH, 82 FT (25.0 M)
 AH2887'EAST OF A PRIVATE DRIVE TO THE SOUTH, 91.4 FT (27.9 M) NORTHWEST OF
 AH2887'THE END OF A GUARDRAIL, 34.9 FT (10.6 M) NORTHEAST OF THE END OF A
 AH2887'GUARDRAIL, 33.6 FT (10.2 M) NORTHEAST OF THE EAST END OF A CORRUGATED
 AH2887'METAL PIPE UNDER A PRIVATE DRIVE TO THE NORTH, 69.7 FT (21.2 M) EAST
 AH2887'OF A CONCRETE R.O.W.  MARKER, 3.5 FT (1.1 M) EAST OF A FENCE CORNER OF
 AH2887'A FENCE THAT RUNS EAST, 2.5 FT (0.8 M) SOUTH OF THE EAST-WEST FENCE
 AH2887'LINE, 1.8 FT (0.5 M) SOUTH OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2887'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2887'WERE SET IN ALL WOOD PHYSICAL TIES AND ALSO IN TOP OF THE CORRUGATED
 AH2887'METAL PIPE.
 AH2887
 AH2887                          STATION RECOVERY (2002)
 AH2887
 AH2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2887'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2887
 AH2887                          STATION RECOVERY (2003)
 AH2887
 AH2887'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2888 ***********************************************************************
 AH2888  DESIGNATION -  LEE38 1B
 AH2888  PID         -  AH2888
 AH2888  STATE/COUNTY-  IL/LEE
 AH2888  USGS QUAD   -  FRANKLIN GROVE (1983)
 AH2888
 AH2888                         *CURRENT SURVEY CONTROL
 AH2888  ___________________________________________________________________
 AH2888* NAD 83(1997)-  41 50 14.72604(N)    089 21 41.67054(W)     ADJUSTED  
 AH2888* NAVD 88     -       240.3    (meters)     788.     (feet)  GPS OBS   
 AH2888  ___________________________________________________________________
 AH2888  X           -      53,029.032 (meters)                     COMP
 AH2888  Y           -  -4,758,921.902 (meters)                     COMP
 AH2888  Z           -   4,232,305.649 (meters)                     COMP
 AH2888  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AH2888  ELLIP HEIGHT-         207.42  (meters)          (12/06/04) GPS OBS
 AH2888  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AH2888
 AH2888  HORZ ORDER  -  FIRST
 AH2888  ELLP ORDER  -  FOURTH    CLASS I
 AH2888
 AH2888.The horizontal coordinates were established by GPS observations
 AH2888.and adjusted by the National Geodetic Survey in September 1998..
 AH2888
 AH2888.The orthometric height was determined by GPS observations and a
 AH2888.high-resolution geoid model.
 AH2888
 AH2888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2888
 AH2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2888
 AH2888.The ellipsoidal height was determined by GPS observations
 AH2888.and is referenced to NAD 83.
 AH2888
 AH2888.The geoid height was determined by GEOID03.
 AH2888
 AH2888;                    North         East     Units Scale Factor Converg.
 AH2888;SPC IL W     -   574,339.416   766,868.274   MT  0.99999618   +0 32 13.3
 AH2888;SPC IL W     - 1,884,311.90  2,515,967.00   sFT  0.99999618   +0 32 13.3
 AH2888;UTM  16      - 4,634,422.084   303,916.705   MT  1.00007315   -1 34 32.6
 AH2888
 AH2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2888!SPC IL W     -   0.99996747  x   0.99999618  =   0.99996365
 AH2888!UTM  16      -   0.99996747  x   1.00007315  =   1.00004062
 AH2888
 AH2888:                Primary Azimuth Mark                     Grid Az
 AH2888:SPC IL W     -  LEE38 1A                                 272 46 00.1
 AH2888:UTM  16      -  LEE38 1A                                 274 52 46.0
 AH2888
 AH2888|---------------------------------------------------------------------|
 AH2888| PID    Reference Object                     Distance      Geod. Az  |
 AH2888|                                                           dddmmss.s |
 AH2888| AH2887 LEE38 1A                            APPROX. 0.6 KM 2731813.4 |
 AH2888|---------------------------------------------------------------------|
 AH2888
 AH2888                          SUPERSEDED SURVEY CONTROL
 AH2888
 AH2888  ELLIP H (09/15/98)  207.48   (m)                       GP(       ) 3 1
 AH2888
 AH2888.Superseded values are not recommended for survey control.
 AH2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2888.See file dsdata.txt to determine how the superseded data were derived.
 AH2888
 AH2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0391734422(NAD 83)
 AH2888_MARKER: I = METAL ROD
 AH2888_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2888_STAMPING: LEE38-1B
 AH2888_MARK LOGO: ILDT  
 AH2888_PROJECTION: RECESSED 3 CENTIMETERS
 AH2888_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2888+STABILITY: POSITION/ELEVATION WELL
 AH2888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2888+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 AH2888_ROD/PIPE-DEPTH:  3.7 meters
 AH2888_SLEEVE-DEPTH  :  0.9 meters
 AH2888
 AH2888  HISTORY     - Date     Condition        Report By
 AH2888  HISTORY     - 1996     MONUMENTED       SECI
 AH2888  HISTORY     - 20020116 GOOD             NGS
 AH2888  HISTORY     - 20030531 GOOD             USPSQD
 AH2888
 AH2888                          STATION DESCRIPTION
 AH2888
 AH2888'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2888'STATION IS LOCATED APPROXIMATELY 6.0 MI (9.7 KM) EAST OF DIXON, 3.0 MI
 AH2888'(4.8 KM) WEST OF FRANKLIN GROVE IN THE EAST 1/2 OF SECTION 5, T 21 N,
 AH2888'R 10 E.  TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 38 AND ILLINOIS
 AH2888'ROUTE 26 IN DIXON, PROCEED EAST ALONG ILLINOIS ROUTE 38 FOR
 AH2888'APPROXIMATELY 6.1 MI (9.8 KM) TO THE STATION LOCATED ON THE RIGHT
 AH2888'(SOUTH) SIDE OF ILLINOIS ROUTE 26.  THE STATION IS LOCATED 57.0 FT
 AH2888'(17.4 M) SOUTH OF ILLINOIS ROUTE 38, 205 FT (62.5 M) WEST OF A PRIVATE
 AH2888'DRIVE TO THE NORTH (HOUSE NUMBER 1402) , 135.5 FT (41.3 M) EAST OF A
 AH2888'POWER POLE, 35.0 FT (10.7 M) WEST OF A POWER POLE, 36.7 FT (11.2 M)
 AH2888'WEST OF A CONCRETE R.O.W.  MARKER, 66.81 FT (20.36 M) SOUTHWEST OF A
 AH2888'1.5-IN FOUND IRON BAR WITH A PUNCH HOLE IN THE CENTER OF ILLINOIS
 AH2888'ROUTE 38, 119.2 FT (36.3 M) SOUTHWEST OF A POWER POLE, 103.O FT SOUTH
 AH2888'OF A 36 IN DIAMETER TREE, 2.0 FT (0.6 M) NORTH OF AN ORANGE FIBERGLASS
 AH2888'WITNESS POST.  NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO
 AH2888'CAP.  PK NAILS WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2888
 AH2888                          STATION RECOVERY (2002)
 AH2888
 AH2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2888'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2888
 AH2888                          STATION RECOVERY (2003)
 AH2888
 AH2888'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2893 ***********************************************************************
 AH2893  DESIGNATION -  LEE39 1A
 AH2893  PID         -  AH2893
 AH2893  STATE/COUNTY-  IL/LEE
 AH2893  USGS QUAD   -  COMPTON (1993)
 AH2893
 AH2893                         *CURRENT SURVEY CONTROL
 AH2893  ___________________________________________________________________
 AH2893* NAD 83(1997)-  41 37 48.22714(N)    089 03 40.44904(W)     ADJUSTED  
 AH2893* NAVD 88     -       261.9    (meters)     859.     (feet)  GPS OBS   
 AH2893  ___________________________________________________________________
 AH2893  X           -      78,225.482 (meters)                     COMP
 AH2893  Y           -  -4,773,924.188 (meters)                     COMP
 AH2893  Z           -   4,215,132.434 (meters)                     COMP
 AH2893  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AH2893  ELLIP HEIGHT-         228.89  (meters)          (12/06/04) GPS OBS
 AH2893  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AH2893
 AH2893  HORZ ORDER  -  FIRST
 AH2893  ELLP ORDER  -  FOURTH    CLASS I
 AH2893
 AH2893.The horizontal coordinates were established by GPS observations
 AH2893.and adjusted by the National Geodetic Survey in September 1998..
 AH2893
 AH2893.The orthometric height was determined by GPS observations and a
 AH2893.high-resolution geoid model.
 AH2893
 AH2893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2893
 AH2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2893
 AH2893.The ellipsoidal height was determined by GPS observations
 AH2893.and is referenced to NAD 83.
 AH2893
 AH2893.The geoid height was determined by GEOID03.
 AH2893
 AH2893;                    North         East     Units Scale Factor Converg.
 AH2893;SPC IL W     -   551,586.542   792,109.592   MT  1.00004555   +0 44 03.9
 AH2893;SPC IL W     - 1,809,663.51  2,598,779.55   sFT  1.00004555   +0 44 03.9
 AH2893;UTM  16      - 4,610,756.045   328,303.782   MT  0.99996279   -1 22 10.7
 AH2893
 AH2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2893!SPC IL W     -   0.99996410  x   1.00004555  =   1.00000965
 AH2893!UTM  16      -   0.99996410  x   0.99996279  =   0.99992689
 AH2893
 AH2893:                Primary Azimuth Mark                     Grid Az
 AH2893:SPC IL W     -  LEE39 1B                                 359 33 44.2
 AH2893:UTM  16      -  LEE39 1B                                 001 39 58.8
 AH2893
 AH2893|---------------------------------------------------------------------|
 AH2893| PID    Reference Object                     Distance      Geod. Az  |
 AH2893|                                                           dddmmss.s |
 AH2893| AH2894 LEE39 1B                            APPROX. 1.0 KM 0001748.1 |
 AH2893|---------------------------------------------------------------------|
 AH2893
 AH2893                          SUPERSEDED SURVEY CONTROL
 AH2893
 AH2893  ELLIP H (09/15/98)  228.88   (m)                       GP(       ) 3 1
 AH2893
 AH2893.Superseded values are not recommended for survey control.
 AH2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2893.See file dsdata.txt to determine how the superseded data were derived.
 AH2893
 AH2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2830410756(NAD 83)
 AH2893_MARKER: I = METAL ROD
 AH2893_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2893_STAMPING: LEE39-1A
 AH2893_MARK LOGO: ILDT  
 AH2893_PROJECTION: RECESSED 3 CENTIMETERS
 AH2893_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2893+STABILITY: POSITION/ELEVATION WELL
 AH2893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2893+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 AH2893_ROD/PIPE-DEPTH:  2.4 meters
 AH2893_SLEEVE-DEPTH  :  0.9 meters
 AH2893
 AH2893  HISTORY     - Date     Condition        Report By
 AH2893  HISTORY     - 1996     MONUMENTED       SECI
 AH2893  HISTORY     - 20020123 GOOD             NGS
 AH2893  HISTORY     - 20030723 GOOD             USPSQD
 AH2893
 AH2893                          STATION DESCRIPTION
 AH2893
 AH2893'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2893'STATION IS LOCATED APPROXIMATELY 5.8 MI (9.3 KM) SOUTHWEST OF PAW PAW,
 AH2893'4.8 MI (7.7 KM) SOUTHEAST OF COMPTION IN THE SOUTH 1/2 OF SECTION 36,
 AH2893'T 37 N, R 1 E.  TO REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 39
 AH2893'AND U.S.  ROUTE 34, PROCEED NORTH ALONG ILLINOIS ROUTE 39 FOR
 AH2893'APPROXIMATELY 5.3 MI (8.5 KM) TO THE STATION LOCATED ON THE LEFT
 AH2893'(WEST) SIDE OF THE NORTHBOUND LANES OF INTERSTATE ROUTE 39 IN THE
 AH2893'GRASS MEDIAN.  APPROXIMATELY .2 MI (0.3 KM) NORTH OF THE LA SALLE -
 AH2893'LEE COUNTY LINE AND .2 MI (0.3 KM) NORTH OF THE WILLAND ROAD OVERPASS.
 AH2893'THE STATION IS LOCATED 54.0 FT (16.5 M) WEST OF THE CENTERLINE OF
 AH2893'INTERSTATE ROUTE 39 NORTHBOUND LANES, 58.2 EAST OF THE CENTERLINE OF
 AH2893'INTERSTATE ROUTE 39 SOUTHBOUND LANES, 33.2 FT (10.1 M) SOUTH OF A
 AH2893'CATCH BASIN, 314.2 FT (95.8 M) NORTHEAST OF THE MILE MARKER 77 SIGN,
 AH2893'3.2 FT (1.0 M) NORTH OF A WOOD POST, 2.6 FT (0.8 M) SOUTH OF A WOOD
 AH2893'POST, 2.0 FT (0.6 M) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AH2893'NOTES--ACCESS TO DATUM POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS
 AH2893'WERE SET IN ALL WOOD PHYSICAL TIES.
 AH2893
 AH2893                          STATION RECOVERY (2002)
 AH2893
 AH2893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2893'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2893
 AH2893                          STATION RECOVERY (2003)
 AH2893
 AH2893'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2894 ***********************************************************************
 AH2894  DESIGNATION -  LEE39 1B
 AH2894  PID         -  AH2894
 AH2894  STATE/COUNTY-  IL/LEE
 AH2894  USGS QUAD   -  COMPTON (1993)
 AH2894
 AH2894                         *CURRENT SURVEY CONTROL
 AH2894  ___________________________________________________________________
 AH2894* NAD 83(1997)-  41 38 21.30961(N)    089 03 40.22067(W)     ADJUSTED  
 AH2894* NAVD 88     -       278.3    (meters)     913.     (feet)  GPS OBS   
 AH2894  ___________________________________________________________________
 AH2894  X           -      78,219.858 (meters)                     COMP
 AH2894  Y           -  -4,773,258.316 (meters)                     COMP
 AH2894  Z           -   4,215,906.182 (meters)                     COMP
 AH2894  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AH2894  ELLIP HEIGHT-         245.28  (meters)          (12/06/04) GPS OBS
 AH2894  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AH2894
 AH2894  HORZ ORDER  -  FIRST
 AH2894  ELLP ORDER  -  FOURTH    CLASS I
 AH2894
 AH2894.The horizontal coordinates were established by GPS observations
 AH2894.and adjusted by the National Geodetic Survey in September 1998..
 AH2894
 AH2894.The orthometric height was determined by GPS observations and a
 AH2894.high-resolution geoid model.
 AH2894
 AH2894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2894
 AH2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2894
 AH2894.The ellipsoidal height was determined by GPS observations
 AH2894.and is referenced to NAD 83.
 AH2894
 AH2894.The geoid height was determined by GEOID03.
 AH2894
 AH2894;                    North         East     Units Scale Factor Converg.
 AH2894;SPC IL W     -   552,607.223   792,101.793   MT  1.00004553   +0 44 04.5
 AH2894;SPC IL W     - 1,813,012.20  2,598,753.97   sFT  1.00004553   +0 44 04.5
 AH2894;UTM  16      - 4,611,776.240   328,333.463   MT  0.99996266   -1 22 11.5
 AH2894
 AH2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2894!SPC IL W     -   0.99996153  x   1.00004553  =   1.00000706
 AH2894!UTM  16      -   0.99996153  x   0.99996266  =   0.99992419
 AH2894
 AH2894:                Primary Azimuth Mark                     Grid Az
 AH2894:SPC IL W     -  LEE39 1A                                 179 33 43.8
 AH2894:UTM  16      -  LEE39 1A                                 181 39 59.8
 AH2894
 AH2894|---------------------------------------------------------------------|
 AH2894| PID    Reference Object                     Distance      Geod. Az  |
 AH2894|                                                           dddmmss.s |
 AH2894| AH2893 LEE39 1A                            APPROX. 1.0 KM 1801748.3 |
 AH2894|---------------------------------------------------------------------|
 AH2894
 AH2894                          SUPERSEDED SURVEY CONTROL
 AH2894
 AH2894  ELLIP H (09/15/98)  245.27   (m)                       GP(       ) 3 1
 AH2894
 AH2894.Superseded values are not recommended for survey control.
 AH2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2894.See file dsdata.txt to determine how the superseded data were derived.
 AH2894
 AH2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM2833311776(NAD 83)
 AH2894_MARKER: I = METAL ROD
 AH2894_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2894_STAMPING: LEE39-1B
 AH2894_MARK LOGO: ILDT  
 AH2894_PROJECTION: RECESSED 3 CENTIMETERS
 AH2894_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2894+STABILITY: POSITION/ELEVATION WELL
 AH2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2894+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 AH2894_ROD/PIPE-DEPTH:  2.4 meters
 AH2894_SLEEVE-DEPTH  :  0.9 meters
 AH2894
 AH2894  HISTORY     - Date     Condition        Report By
 AH2894  HISTORY     - 1996     MONUMENTED       SECI
 AH2894  HISTORY     - 20020123 GOOD             NGS
 AH2894  HISTORY     - 20030723 GOOD             USPSQD
 AH2894
 AH2894                          STATION DESCRIPTION
 AH2894
 AH2894'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2894'STATION IS LOCATED APPROXIMATELY 5.5 MI (8.9 KM) SOUTHWEST OF PAW PAW,
 AH2894'4.2 MI (6.8 KM) SOUTHEAST OF COMPTION IN THE CENTER OF SECTION 36, T
 AH2894'31 N, R 1 E.  TO REACH FROM THE INTERCHANGE OF INTERSTATE ROUTE 39 AND
 AH2894'U.S.  ROUTE 34, PROCEED NORTH ALONG INTERSTATE ROUTE 39 FOR
 AH2894'APPROXIMATELY 5.93 MI (9.54 KM) TO THE STATION LOCATED ON THE LEFT
 AH2894'(WEST) SIDE OF THE NORTHBOUND LANES OF INTERSTATE ROUTE 39 IN THE
 AH2894'GRASS MEDIAN.  APPROXIMATELY 0.83 MI (1.34 KM) NORTH OF THE LA SALLE -
 AH2894'LEE COUNTY LINE AND 0.83 MI (1.34 KM) NORTH OF THE WILLAND ROAD
 AH2894'OVERPASS.  THE STATION IS LOCATED 53.7 FT (16.4 M) WEST OF THE
 AH2894'CENTERLINE OF INTERSTATE ROUTE 39 NORTHBOUND LANES, 58.5 FT (17.8 M)
 AH2894'EAST OF THE CENTERLINE OF INTERSTATE ROUTE 39 SOUTHBOUND LANES, 37.6
 AH2894'FT (11.5 M) SOUTHWEST OF A CHISELED X IN THE SOUTHEAST CORNER OF A
 AH2894'CONCRETE DRAINAGE STRUCTURE IN THE GRASS MEDIAN, 99.7 FT (30.4 M)
 AH2894'SOUTHWEST OF A BOLT ON THE GRATE OF A FLARED END SECTION ON THE EAST
 AH2894'SIDE OF THE NORTHBOUND LANES OF INTERTATE ROUTE 39, 3.2 FT (1.0 M)
 AH2894'NORTH OF A WOOD POST, 3.2 SOUTH OF A WOOD POST, AND 2.0 FT (0.6 M)
 AH2894'EAST OF AN ORANGE FIBERGLASS WITNESS POST.  NOTES--ACCESS TO DATUM
 AH2894'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2894'PHYSICAL TIES.
 AH2894
 AH2894                          STATION RECOVERY (2002)
 AH2894
 AH2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2894'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2894
 AH2894                          STATION RECOVERY (2003)
 AH2894
 AH2894'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2897 ***********************************************************************
 AH2897  DESIGNATION -  LEE52 1A
 AH2897  PID         -  AH2897
 AH2897  STATE/COUNTY-  IL/LEE
 AH2897  USGS QUAD   -  AMBOY (1982)
 AH2897
 AH2897                         *CURRENT SURVEY CONTROL
 AH2897  ___________________________________________________________________
 AH2897* NAD 83(1997)-  41 39 40.31783(N)    089 15 35.47502(W)     ADJUSTED  
 AH2897* NAVD 88     -       264.9    (meters)     869.     (feet)  GPS OBS   
 AH2897  ___________________________________________________________________
 AH2897  X           -      61,646.371 (meters)                     COMP
 AH2897  Y           -  -4,771,871.031 (meters)                     COMP
 AH2897  Z           -   4,217,718.771 (meters)                     COMP
 AH2897  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AH2897  ELLIP HEIGHT-         231.96  (meters)          (12/06/04) GPS OBS
 AH2897  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AH2897
 AH2897  HORZ ORDER  -  FIRST
 AH2897  ELLP ORDER  -  FOURTH    CLASS I
 AH2897
 AH2897.The horizontal coordinates were established by GPS observations
 AH2897.and adjusted by the National Geodetic Survey in September 1998..
 AH2897
 AH2897.The orthometric height was determined by GPS observations and a
 AH2897.high-resolution geoid model.
 AH2897
 AH2897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2897
 AH2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2897
 AH2897.The ellipsoidal height was determined by GPS observations
 AH2897.and is referenced to NAD 83.
 AH2897
 AH2897.The geoid height was determined by GEOID03.
 AH2897
 AH2897;                    North         East     Units Scale Factor Converg.
 AH2897;SPC IL W     -   554,851.503   775,523.242   MT  1.00001134   +0 36 10.1
 AH2897;SPC IL W     - 1,820,375.31  2,544,362.50   sFT  1.00001134   +0 36 10.1
 AH2897;UTM  16      - 4,614,627.848   311,849.013   MT  1.00003566   -1 30 09.4
 AH2897
 AH2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2897!SPC IL W     -   0.99996362  x   1.00001134  =   0.99997496
 AH2897!UTM  16      -   0.99996362  x   1.00003566  =   0.99999928
 AH2897
 AH2897:                Primary Azimuth Mark                     Grid Az
 AH2897:SPC IL W     -  LEE52 1B                                 125 56 06.4
 AH2897:UTM  16      -  LEE52 1B                                 128 02 25.9
 AH2897
 AH2897|---------------------------------------------------------------------|
 AH2897| PID    Reference Object                     Distance      Geod. Az  |
 AH2897|                                                           dddmmss.s |
 AH2897| AF9287 LEE52 1B                            APPROX. 0.7 KM 1263216.5 |
 AH2897|---------------------------------------------------------------------|
 AH2897
 AH2897                          SUPERSEDED SURVEY CONTROL
 AH2897
 AH2897  ELLIP H (09/15/98)  231.99   (m)                       GP(       ) 3 1
 AH2897
 AH2897.Superseded values are not recommended for survey control.
 AH2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2897.See file dsdata.txt to determine how the superseded data were derived.
 AH2897
 AH2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1184914628(NAD 83)
 AH2897_MARKER: I = METAL ROD
 AH2897_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH2897_STAMPING: LEE52-1A
 AH2897_MARK LOGO: ILDT  
 AH2897_PROJECTION: RECESSED 5 CENTIMETERS
 AH2897_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH2897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH2897+STABILITY: POSITION/ELEVATION WELL
 AH2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2897+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 AH2897_ROD/PIPE-DEPTH:  6.1 meters
 AH2897_SLEEVE-DEPTH  :  0.9 meters
 AH2897
 AH2897  HISTORY     - Date     Condition        Report By
 AH2897  HISTORY     - 1996     MONUMENTED       SECI
 AH2897  HISTORY     - 20020128 GOOD             NGS
 AH2897  HISTORY     - 20030716 GOOD             USPSQD
 AH2897
 AH2897                          STATION DESCRIPTION
 AH2897
 AH2897'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AH2897'STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) NORTHWEST OF SUBLETT,
 AH2897'5.1 MI (8.2 KM) SOUTHEAST OF AMBOY IN THE CENTER OF SECTION 5, T 19 N,
 AH2897'R 11 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE 52 AND U.S. ROUTE
 AH2897'30, PROCEED SOUTH APPROXIMATELY 8.2 MI (13.2 KM) ALONG U.S. ROUTE 52
 AH2897'TO THE STATION ON THE RIGHT (SOUTH) SIDE OF U.S.  ROUTE 52. STATION IS
 AH2897'LOCATED APPROXIMATELY .1 MI (0.2 KM) NORTHWEST OF THE INTERSECTION OF
 AH2897'U.S.  ROUTE 52 AND GREEN WING ROAD, 325 FT (99.1 M) SOUTHEAST OF A BOX
 AH2897'CULVERT UNDER U.S.  ROUTE 52, 38.2 FT (11.6 M) SOUTHWEST OF THE
 AH2897'CENTERLINE OF U.S.  ROUTE 52 (525 N) , 32.4 FT (9.9 M) SOUTHEAST OF A
 AH2897'POWER POLE, 126.7 FT (38.6 M) NORTHWEST OF A POWER POLE, AND 2.0 FT
 AH2897'(0.6 M) NORTHEAST OF AN ORANGE WITNESS POST. NOTES--ACCESS TO DATUM
 AH2897'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AH2897'PHYSICAL TIES.
 AH2897
 AH2897                          STATION RECOVERY (2002)
 AH2897
 AH2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AH2897'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AH2897
 AH2897                          STATION RECOVERY (2003)
 AH2897
 AH2897'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AH2897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9287 ***********************************************************************
 AF9287  CBN         -  This is a Cooperative Base Network Control Station.
 AF9287  DESIGNATION -  LEE52 1B
 AF9287  PID         -  AF9287
 AF9287  STATE/COUNTY-  IL/LEE
 AF9287  USGS QUAD   -  AMBOY (1982)
 AF9287
 AF9287                         *CURRENT SURVEY CONTROL
 AF9287  ___________________________________________________________________
 AF9287* NAD 83(1997)-  41 39 27.60475(N)    089 15 12.59835(W)     ADJUSTED  
 AF9287* NAVD 88     -       266.3    (meters)     874.     (feet)  GPS OBS   
 AF9287  ___________________________________________________________________
 AF9287  X           -      62,179.025 (meters)                     COMP
 AF9287  Y           -  -4,772,125.856 (meters)                     COMP
 AF9287  Z           -   4,217,426.612 (meters)                     COMP
 AF9287  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AF9287  ELLIP HEIGHT-         233.29  (meters)          (10/15/04) GPS OBS
 AF9287  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AF9287
 AF9287  HORZ ORDER  -  B
 AF9287  ELLP ORDER  -  FOURTH    CLASS II
 AF9287
 AF9287.The horizontal coordinates were established by GPS observations
 AF9287.and adjusted by the National Geodetic Survey in July 1998..
 AF9287
 AF9287.The orthometric height was determined by GPS observations and a
 AF9287.high-resolution geoid model.
 AF9287
 AF9287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9287
 AF9287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9287
 AF9287.The ellipsoidal height was determined by GPS observations
 AF9287.and is referenced to NAD 83.
 AF9287
 AF9287.The geoid height was determined by GEOID03.
 AF9287
 AF9287;                    North         East     Units Scale Factor Converg.
 AF9287;SPC IL W     -   554,464.886   776,056.644   MT  1.00001234   +0 36 25.2
 AF9287;SPC IL W     - 1,819,106.88  2,546,112.51   sFT  1.00001234   +0 36 25.2
 AF9287;UTM  16      - 4,614,221.887   312,367.863   MT  1.00003326   -1 29 53.8
 AF9287
 AF9287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9287!SPC IL W     -   0.99996341  x   1.00001234  =   0.99997575
 AF9287!UTM  16      -   0.99996341  x   1.00003326  =   0.99999667
 AF9287
 AF9287:                Primary Azimuth Mark                     Grid Az
 AF9287:SPC IL W     -  LEE52 1A                                 305 56 06.5
 AF9287:UTM  16      -  LEE52 1A                                 308 02 25.5
 AF9287
 AF9287|---------------------------------------------------------------------|
 AF9287| PID    Reference Object                     Distance      Geod. Az  |
 AF9287|                                                           dddmmss.s |
 AF9287| AH2897 LEE52 1A                            APPROX. 0.7 KM 3063231.7 |
 AF9287|---------------------------------------------------------------------|
 AF9287
 AF9287                          SUPERSEDED SURVEY CONTROL
 AF9287
 AF9287  ELLIP H (07/17/98)  233.33   (m)                       GP(       ) 4 1
 AF9287
 AF9287.Superseded values are not recommended for survey control.
 AF9287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9287.See file dsdata.txt to determine how the superseded data were derived.
 AF9287
 AF9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM1236814222(NAD 83)
 AF9287_MARKER: I = METAL ROD
 AF9287_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AF9287_STAMPING: LEE52-1B
 AF9287_MARK LOGO: ILDT  
 AF9287_PROJECTION: RECESSED 3 CENTIMETERS
 AF9287_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AF9287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF9287+STABILITY: POSITION/ELEVATION WELL
 AF9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9287+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 AF9287_ROD/PIPE-DEPTH:  3.7 meters
 AF9287_SLEEVE-DEPTH  :  0.9 meters
 AF9287
 AF9287  HISTORY     - Date     Condition        Report By
 AF9287  HISTORY     - 1996     MONUMENTED       SECI
 AF9287  HISTORY     - 19970509 GOOD             NGS
 AF9287  HISTORY     - 20020128 GOOD             NGS
 AF9287  HISTORY     - 20030628 GOOD             USPSQD
 AF9287
 AF9287                          STATION DESCRIPTION
 AF9287
 AF9287'DESCRIBED BY SMITH ENG CONS INC 1996 (MGR)
 AF9287'STATION IS LOCATED APPROXIMATELY 1.35 MI (2.17 KM) NORTHWEST OF
 AF9287'SUBLETT, 5.6 MI (9.0 KM) SOUTHEAST OF AMBOY IN THE NORTHEAST 1/4 OF
 AF9287'SECTION 8, T 19 N, R 11 E.  TO REACH FROM THE JUNCTION OF U.S.  ROUTE
 AF9287'52 AND U.S.  ROUTE 30, PROCEED SOUTH APPROXIMATELY 8.6 MI (13.8 KM)
 AF9287'ALONG U.S.  ROUTE 52 TO THE STATION ON THE RIGHT (SOUTH) SIDE OF U.S.
 AF9287'ROUTE 52.  STATION IS LOCATED APPROXIMATELY .25 MI (0.40 KM) SOUTHEAST
 AF9287'OF THE INTERSECTION OF U.S.  ROUTE 52 AND GREEN WING ROAD, 41.5 FT
 AF9287'(12.6 M) SOUTHWEST OF THE CENTERLINE OF U.S.  ROUTE 52 (525 N) , 25 FT
 AF9287'(7.6 M) NORTHWEST OF A FIELD ENTRANCE TO THE SOUTHWEST, 50.4 FT (15.4
 AF9287'M) SOUTHEAST OF A POWER POLE, 118.9 FT (36.2 M) NORTHWEST OF A POWER
 AF9287'POLE, 35.O FT NORTHWEST OF A METAL POST TO A GUARDRAIL AT THE
 AF9287'SOUTHWEST END OF THE GUARDRAIL, 135.7 FT (41.4 M) NORTHEAST OF A FENCE
 AF9287'CORNER OF A FENCE LINE THAT RUNS SOUTHWEST, AND 2.0 FT (0.6 M)
 AF9287'NORTHEAST OF AN ORANGE FIBERGLASS WITNESS POST. NOTES--ACCESS TO DATUM
 AF9287'POINT IS THROUGH A 6-INCH LOGO CAP.  PK NAILS WERE SET IN ALL WOOD
 AF9287'PHYSICAL TIES.
 AF9287
 AF9287                          STATION RECOVERY (1997)
 AF9287
 AF9287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AF9287'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTHWEST OF SUBLETTE. TO
 AF9287'REACH FROM THE WATER TOWER ALONG U.S. HIGHWAY 52 IN SUBLETTE, GO
 AF9287'NORTHWEST ON HIGHWAY 52 FOR 1.56 MI (2.51 KM) TO THE STATION ON THE
 AF9287'LEFT, ABOUT 0.25 MI (0.40 KM) SOUTHEAST OF THE INTERSECTION OF HIGHWAY
 AF9287'52 AND GREEN WING ROAD.  IT IS 12.6 M (41.3 FT) SOUTHWEST OF THE
 AF9287'CENTERLINE OF HIGHWAY 52, 7.6 M (24.9 FT) NORTHWEST OF A FIELD
 AF9287'ENTRANCE TO THE SOUTHWEST, 15.4 M (50.5 FT) SOUTHEAST OF A POWER POLE,
 AF9287'36.2 M (118.8 FT) NORTHWEST OF A POWER POLE, 10.7 M (35.1 FT)
 AF9287'NORTHWEST OF A METAL POST TO A GUARDRAIL AT THE SOUTHWEST END OF
 AF9287'GUARDRAIL, AND 0.6 M (2.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 AF9287'NOTE--ACCESS TO STATION POINT IS THROUGH A 6-INCH ACCESS COVER.
 AF9287
 AF9287                          STATION RECOVERY (2002)
 AF9287
 AF9287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AF9287'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AF9287
 AF9287                          STATION RECOVERY (2003)
 AF9287
 AF9287'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 AF9287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1673 ***********************************************************************
 JB1673  DESIGNATION -  LEECH
 JB1673  PID         -  JB1673
 JB1673  STATE/COUNTY-  IL/WAYNE
 JB1673  USGS QUAD   -  GOLDEN GATE (1971)
 JB1673
 JB1673                         *CURRENT SURVEY CONTROL
 JB1673  ___________________________________________________________________
 JB1673* NAD 83(1997)-  38 20 19.95627(N)    088 14 31.25258(W)     ADJUSTED  
 JB1673* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 JB1673  ___________________________________________________________________
 JB1673  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 JB1673  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB1673
 JB1673  HORZ ORDER  -  FIRST
 JB1673
 JB1673.The horizontal coordinates were established by classical geodetic methods
 JB1673.and adjusted by the National Geodetic Survey in October 1999..
 JB1673
 JB1673.The orthometric height was scaled from a topographic map.
 JB1673
 JB1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1673
 JB1673.The geoid height was determined by GEOID03.
 JB1673
 JB1673;                    North         East     Units Scale Factor Converg.
 JB1673;SPC IL E     -   185,593.070   307,983.500   MT  0.99997578   +0 03 23.9
 JB1673;SPC IL E     -   608,899.93  1,010,442.53   sFT  0.99997578   +0 03 23.9
 JB1673;UTM  16      - 4,244,145.025   391,456.159   MT  0.99974510   -0 46 13.8
 JB1673
 JB1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1673!SPC IL E     -   0.99998208  x   0.99997578  =   0.99995786
 JB1673!UTM  16      -   0.99998208  x   0.99974510  =   0.99972718
 JB1673
 JB1673|---------------------------------------------------------------------|
 JB1673| PID    Reference Object                     Distance      Geod. Az  |
 JB1673|                                                           dddmmss.s |
 JB1673| CI4481 LEECH RM 1                           22.931 METERS 02336     |
 JB1673| JB1666 ALBION MUNICIPAL TANK               APPROX.16.5 KM 0744627.5 |
 JB1673| CI4482 LEECH RM 2                           32.186 METERS 26901     |
 JB1673| JB1711 FAIRFIELD AIRTEX CO WATER TANK      APPROX.11.9 KM 2894635.8 |
 JB1673| CI4480 LEECH AZ MK                                        3260618.2 |
 JB1673|---------------------------------------------------------------------|
 JB1673
 JB1673                          SUPERSEDED SURVEY CONTROL
 JB1673
 JB1673  NAD 83(1997)-  38 20 19.95910(N)    088 14 31.25177(W) AD(       ) 1
 JB1673  NAD 83(1997)-  38 20 19.96787(N)    088 14 31.25134(W) AD(       ) 1
 JB1673  NAD 83(1986)-  38 20 19.96894(N)    088 14 31.25216(W) AD(       ) 1
 JB1673  NAD 27      -  38 20 19.79598(N)    088 14 31.09960(W) AD(       ) 1
 JB1673
 JB1673.Superseded values are not recommended for survey control.
 JB1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1673.See file dsdata.txt to determine how the superseded data were derived.
 JB1673
 JB1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH9145644145(NAD 83)
 JB1673_MARKER: DS = TRIANGULATION STATION DISK
 JB1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1673
 JB1673  HISTORY     - Date     Condition        Report By
 JB1673  HISTORY     - 1961     MONUMENTED       CGS
 JB1673
 JB1673                          STATION DESCRIPTION
 JB1673
 JB1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1673'IT IS ABOUT 7 MILES SOUTHEAST OF FAIRFIELD, 10 MILES SOUTHWEST OF
 JB1673'ALBION, IN THE NE .25 OF
 JB1673'SEC 19, T-2-S, R-9-E, AND ON THE PROPERTY OF MR JOHN
 JB1673'TONDINI.  IT IS 106 FEET EAST OF
 JB1673'A WITNESS POST, 69 FEET EAST OF THE
 JB1673'CENTERLINE OF A GRAVELED ROAD, 39.5 FEET NORTHWEST
 JB1673'OF THE NORTHEAST
 JB1673'CORNER OF A FRAME HOUSE AND 26 FEET NORTHEAST OF A 12 INCH APRICOT
 JB1673'TREE.  THE
 JB1673'MONUMENT IS FLUSH AND THE DISK IS STAMPED LEECH 1961.
 JB1673'
 JB1673'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 45 AND STATE
 JB1673'HIGHWAY 15, IN FAIRFIELD,
 JB1673'GO EAST ON HIGHWAY 15 FOR 3.0 MILES TO A GRAVELED
 JB1673'CROSSROAD.  CONTINUE EAST ON
 JB1673'HIGHWAY 15 FOR 2.6 MILES TO A GRAVELED
 JB1673'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE
 JB1673'GRAVELED ROAD FOR 1.5
 JB1673'MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 JB1673'GRAVELED ROAD FOR
 JB1673'0.55 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH
 JB1673'ON THE GRAVELED ROAD FOR
 JB1673'0.5 MILE TO A GRAVELED CROSSROAD.  TURN LEFT
 JB1673'AND GO EASTERLY ON THE GRAVELED ROAD FOR
 JB1673'0.25 MILE TO THE AZIMUTH
 JB1673'MARK ON THE LEFT.  CONTINUE SOUTH AND EAST ON THE GRAVELED
 JB1673'ROAD FOR 0.3
 JB1673'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 JB1673'GRAVELED ROAD FOR 0.2
 JB1673'MILE TO THE STATION ON THE LEFT.
 JB1673'
 JB1673'REFERENCE MARK 1 IS 107 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JB1673'HOUSE AND 1 FOOT WEST OF A
 JB1673'FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS
 JB1673'STAMPED LEECH NO 1 1961.
 JB1673'
 JB1673'REFERENCE MARK 2 IS 35 FEET WEST OF THE CENTERLINE OF THE ROAD, 1
 JB1673'FOOT SOUTHEAST OF
 JB1673'THE WITNESS POST AND 1 FOOT EAST OF A FENCE CORNER.  THE
 JB1673'MONUMENT PROJECTS 2 INCHES AND
 JB1673'THE DISK IS STAMPED LEECH NO 2 1961.
 JB1673'
 JB1673'THE AZIMUTH MARK IS 34 FEET NORTHEAST OF THE CENTERLINE OF CURVE IN
 JB1673'GRAVELED ROAD, 30 FEET
 JB1673'NORTHWEST OF A POWER LINE POLE AND 6 FEET SOUTH OF A
 JB1673'WITNESS POST.  THE MONUMENT
 JB1673'PROJECTS 6 INCHES AND THE DISK IS STAMPED LEECH 1961.
 JB1673'
 JB1673'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0559 ***********************************************************************
 KC0559  DESIGNATION -  LEEK
 KC0559  PID         -  KC0559
 KC0559  STATE/COUNTY-  IL/MORGAN
 KC0559  USGS QUAD   -  ALEXANDER (1983)
 KC0559
 KC0559                         *CURRENT SURVEY CONTROL
 KC0559  ___________________________________________________________________
 KC0559* NAD 83(1997)-  39 38 52.59378(N)    090 05 05.54754(W)     ADJUSTED  
 KC0559* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 KC0559  ___________________________________________________________________
 KC0559  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KC0559  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KC0559
 KC0559  HORZ ORDER  -  FIRST
 KC0559
 KC0559.The horizontal coordinates were established by classical geodetic methods
 KC0559.and adjusted by the National Geodetic Survey in October 1999..
 KC0559
 KC0559.The orthometric height was scaled from a topographic map.
 KC0559
 KC0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0559
 KC0559.The geoid height was determined by GEOID03.
 KC0559
 KC0559;                    North         East     Units Scale Factor Converg.
 KC0559;SPC IL W     -   330,903.933   707,019.889   MT  0.99994178   +0 03 07.9
 KC0559;SPC IL W     - 1,085,640.65  2,319,614.42   sFT  0.99994178   +0 03 07.9
 KC0559;UTM  15      - 4,392,745.495   750,127.700   MT  1.00037033   +1 51 39.6
 KC0559
 KC0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0559!SPC IL W     -   0.99997136  x   0.99994178  =   0.99991314
 KC0559!UTM  15      -   0.99997136  x   1.00037033  =   1.00034168
 KC0559
 KC0559:                Primary Azimuth Mark                     Grid Az
 KC0559:SPC IL W     -  NEW BERLIN ST MARYS CATH CH              060 08 33.4
 KC0559:UTM  15      -  NEW BERLIN ST MARYS CATH CH              058 20 01.7
 KC0559
 KC0559|---------------------------------------------------------------------|
 KC0559| PID    Reference Object                     Distance      Geod. Az  |
 KC0559|                                                           dddmmss.s |
 KC0559| KB1522 NEW BERLIN ST MARYS CATH CH         APPROX.17.4 KM 0601141.3 |
 KC0559| CL9720 LEEK RM 1                            45.589 METERS 11717     |
 KC0559| KB1517 WAVERLY MUNICIPAL TANK              APPROX.12.9 KM 1180858.9 |
 KC0559| KC0560 FRANKLIN CATHOLIC CHURCH SPIRE      APPROX. 4.5 KM 1280800.3 |
 KC0559| CL9719 LEEK AZ MK                          APPROX. 0.7 KM 1660037.3 |
 KC0559| CL9721 LEEK RM 2                            32.800 METERS 27352     |
 KC0559| KC0566 JACKSONVILLE ST HOSPITAL STACK      APPROX.14.7 KM 3012543.6 |
 KC0559| KC0567 JACKSONVILLE ST HOSP TANK           APPROX.14.7 KM 3014247.6 |
 KC0559| KC0570 JACKSONVILLE SCH FOR DEAF STK       APPROX.17.3 KM 3033854.9 |
 KC0559| KC0568 JACKSONVILLE ILL PWR LT STACK       APPROX.15.3 KM 3061136.7 |
 KC0559| KC0564 JACKSONVILLE STATE ST PRESB CH      APPROX.16.0 KM 3065937.3 |
 KC0559| KC0565 JACKSONVILLE MORGAN CO CTHSE        APPROX.15.9 KM 3072059.9 |
 KC0559| KC0562 JACKSONVILLE MUNICIPAL STACK        APPROX.15.2 KM 3084149.4 |
 KC0559| KC0563 JACKSONVILLE CH SAVIOR SPIRE        APPROX.15.2 KM 3091138.3 |
 KC0559|---------------------------------------------------------------------|
 KC0559
 KC0559                          SUPERSEDED SURVEY CONTROL
 KC0559
 KC0559  NAD 83(1997)-  39 38 52.59944(N)    090 05 05.53819(W) AD(       ) 1
 KC0559  NAD 83(1986)-  39 38 52.60132(N)    090 05 05.53721(W) AD(       ) 1
 KC0559  NAD 27      -  39 38 52.42800(N)    090 05 05.12800(W) AD(       ) 1
 KC0559
 KC0559.Superseded values are not recommended for survey control.
 KC0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0559.See file dsdata.txt to determine how the superseded data were derived.
 KC0559
 KC0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD5012892745(NAD 83)
 KC0559_MARKER: DS = TRIANGULATION STATION DISK
 KC0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KC0559
 KC0559  HISTORY     - Date     Condition        Report By
 KC0559  HISTORY     - 1934     MONUMENTED       CGS
 KC0559  HISTORY     - 1939     GOOD             CGS
 KC0559
 KC0559                          STATION DESCRIPTION
 KC0559
 KC0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KC0559'ABOUT 3.15 MILES NORTHWEST OF FRANKLIN, 6.0 MILES SOUTH OF
 KC0559'ORLEANS R.R. STATION, 0.1 MILE WEST OF OIL ROAD (FRANKLIN-ORLEANS
 KC0559'ROAD), IN LANE ON FARM OWNED BY WILL CALHOUN WHO LIVES IN
 KC0559'FRANKLIN AND LEASED BY MR. LEEK.  THE STATION MARK IS 14 FEET
 KC0559'SOUTH OF FENCE LINE, 30 FEET WEST OF THE WESTERNMOST CORN CRIB,
 KC0559'20 FEET NORTH OF LANE ROAD, 25 FEET EAST-NORTHEAST OF THE
 KC0559'EASTERNMOST SILVER MAPLE, AND IS FLUSH WITH THE GROUND.
 KC0559'
 KC0559'TO REACH FROM FRANKLIN, GO NORTH AND WEST ON OILED ROAD, THE
 KC0559'FRANKLIN-ORLEANS ROAD, FOR 2 MILES TO AN OVERHEAD R.R. BRIDGE,
 KC0559'HERE CONTINUE WEST FOR 0.4 MILE TO A T DIRT ROAD GOING NORTH,
 KC0559'TURN NORTH AND GO 0.75 MILE TO MR. LEEKS HOUSE ON THE WEST SIDE
 KC0559'OF THE ROAD.  THE STATION IS WEST OF THE OUTHOUSES IN LANE TO
 KC0559'FIELDS TO THE WEST.
 KC0559'
 KC0559'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KC0559'BRONZE DISKS IN CONCRETE.
 KC0559'
 KC0559'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 3 FEET
 KC0559'WEST OF GATE POST, 16 FEET SOUTHWEST OF SHED AND CORN CRIB,
 KC0559'1 FOOT SOUTH OF FENCE LINE, AND PROJECTS 12 INCHES.  REFERENCE
 KC0559'MARK NO. 2 IS WEST OF THE STATION, 1 FOOT SOUTH OF FENCE LINE,
 KC0559'18 FEET NORTH OF ROW OF MAPLES, AND PROJECTS 10 INCHES.  THE
 KC0559'DISTANCE BETWEEN THE REFERENCE MARKS IS 252.01 FEET.
 KC0559'
 KC0559'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 22 FEET
 KC0559'WEST OF THE CENTER LINE OF ROAD, 2 FEET WEST OF HEDGE FENCE, 60
 KC0559'FEET NORTH OF NORTH RAIL OF DOUBLE TRACKS, AND PROJECTS 6 INCHES.
 KC0559'
 KC0559'A 113-FOOT TOWER COMES INTO VIEW AT 83 FEET AT RICE.
 KC0559'
 KC0559'A 113-FOOT TOWER AT BETTIS COMES INTO VIEW AT 77 FEET.
 KC0559'
 KC0559'A 113-FOOT TOWER AT HETTICK COMES INTO VIEW AT 77 FEET.
 KC0559'
 KC0559'A 100-FOOT TOWER AT JACKSONVILLE COMES INTO VIEW AT 64 FEET.
 KC0559'
 KC0559'A 113-FOOT TOWER COMES INTO VIEW AT 77 FEET AT PRINTICE.
 KC0559'
 KC0559'A 113-FOOT TOWER AT IRWIN COMES INTO VIEW AT 73 FEET.
 KC0559
 KC0559                          STATION RECOVERY (1939)
 KC0559
 KC0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0559'THE STATION MARK, THE AZIMUTH MARK, AND THE REFERENCE MARKS NOS.
 KC0559'1 AND 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 KC0559'DISTANCES AND THE DIRECTIONS TO THE MARKS WERE CHECKED IN THE
 KC0559'FIELD AND THE VALUES BELOW SHOULD BE ACCEPTED AS CORRECT.  DUE
 KC0559'TO THE CHANGES IN THE FARM LOT, THE DISTANCES FROM THE STATION
 KC0559'TO THE SILVER MAPLE TREE, AND THE CENTER LINE OF THE LANE,
 KC0559'ARE OMITTED.  THE STATION IS 3.15 MILES NORTHWEST OF FRANKLIN,
 KC0559'6.0 MILES SOUTH OF ORLEANS RAILROAD STATION, AND 0.1 MILE WEST
 KC0559'OF THE FRANKLIN-ORLEANS ROAD, AND IN THE LANE LEADING FROM
 KC0559'THE FARMHOUSE TO THE WEST.  THE STATION IS 35.5 FEET WEST OF
 KC0559'THE SOUTHWEST CORNER OF THE WESTERNMOST CORN CRIB, 37 FEET
 KC0559'NORTH OF THE SOUTH FENCE OF THE LANE, AND 10 FEET SOUTH OF THE
 KC0559'NORTH FENCE OF THE LANE.  THE MARK IS 6
 KC0559'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED LEEK
 KC0559'1934.
 KC0559'
 KC0559'TO REACH THE STATION FROM THE RAILROAD STATION IN FRANKLIN, GO
 KC0559'NORTH AND WEST ON ILLINOIS HIGHWAY NO. 104 FOR 2.2 MILES TO A
 KC0559'T-ROAD, TURN RIGHT, NORTH, PASSING THROUGH AN UNDERPASS AND
 KC0559'GO 0.7 MILE TO A FARM ENTRANCE AT THE LEFT, TURN LEFT, WEST, INTO
 KC0559'LANE ON THE SOUTH SIDE OF THE FARM HOUSE AND GO 0.1 MILE TO A
 KC0559'GATE LEADING INTO THE FEEDING LOT AND THE STATION.
 KC0559'
 KC0559'REFERENCE MARK NO. 1 IS 45.589 METERS, 149.57 FEET, EAST-SOUTHEAST
 KC0559'OF THE STATION, 17 FEET SOUTHWEST OF THE CORN CRIB, 3 FEET WEST
 KC0559'OF THE GATE POST, AND 1 FOOT SOUTH OF THE FENCE LINE.  THE MARK,
 KC0559'NOTE 11B, PROJECTS 8 INCHES ABOVE THE GROUND AND IS STAMPED LEEK
 KC0559'NO 1 1934.  REFERENCE MARK NO. 2 IS 32.800 METERS, 107.61 FEET,
 KC0559'WEST OF THE STATION IN THE NORTH FENCE OF THE LANE.  THE MARK
 KC0559'PROJECTS 12 INCHES ABOVE THE GROUND AND IS STAMPED
 KC0559'LEEK NO 2 1934.
 KC0559'
 KC0559'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH-SOUTHEAST
 KC0559'OF THE STATION, 27 FEET WEST OF THE NORTH-AND-SOUTH ROAD, 24
 KC0559'FEET NORTH OF A CONCRETE FENCE POST, AND 51 FEET, AT RIGHT
 KC0559'ANGLE, NORTH OF THE NORTH RAIL OF A DOUBLE TRACK OF THE RAILROAD.
 KC0559'THE 1934 DISTANCES TO THIS MARK ARE IN ERROR AND SHOULD BE
 KC0559'OMITTED.  THE MARK PROJECTS 10 INCHES ABOVE THE
 KC0559'GROUND AND IS STAMPED LEEK 1934.
 KC0559'
 KC0559'ALL MARKS ARE WITNESSED BY 4 IN BY 4 IN WHITE WOODEN POSTS
 KC0559'WHICH PROJECT APPROXIMATELY 2-1/2 FEET ABOVE THE GROUND.
 KC0559'
 KC0559'A 64-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT BETTIS 1934.
 KC0559'
 KC0559'A 64-FOOT TOWER IS NEEDED TO SEE A 90-FOOT TOWER AT WALSH.
 KC0559'
 KC0559'A 90-FOOT TOWER AT HETTICK 1934, AND A 90-FOOT TOWER AT ATHEN
 KC0559'ARE VISIBLE FROM THE GROUND AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CL9719 ***********************************************************************
 CL9719  DESIGNATION -  LEEK AZ MK
 CL9719  PID         -  CL9719
 CL9719  STATE/COUNTY-  IL/MORGAN
 CL9719  USGS QUAD   -  ALEXANDER (1983)
 CL9719
 CL9719                         *CURRENT SURVEY CONTROL
 CL9719  ___________________________________________________________________
 CL9719* NAD 83(1997)-  39 38 31.12322(N)    090 04 58.62875(W)     ADJUSTED  
 CL9719* NAVD 88     -       212.2    (meters)     696.     (feet)  GPS OBS   
 CL9719  ___________________________________________________________________
 CL9719  X           -      -7,120.682 (meters)                     COMP
 CL9719  Y           -  -4,918,297.405 (meters)                     COMP
 CL9719  Z           -   4,047,569.219 (meters)                     COMP
 CL9719  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CL9719  ELLIP HEIGHT-         179.82  (meters)          (12/06/04) GPS OBS
 CL9719  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 CL9719
 CL9719  HORZ ORDER  -  FIRST
 CL9719  ELLP ORDER  -  FOURTH    CLASS I
 CL9719
 CL9719.The horizontal coordinates were established by GPS observations
 CL9719.and adjusted by the WOOLPERT CONSULTANTS in March 2004..
 CL9719
 CL9719.The orthometric height was determined by GPS observations and a
 CL9719.high-resolution geoid model.
 CL9719
 CL9719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CL9719
 CL9719.The Laplace correction was computed from DEFLEC99 derived deflections.
 CL9719
 CL9719.The ellipsoidal height was determined by GPS observations
 CL9719.and is referenced to NAD 83.
 CL9719
 CL9719.The geoid height was determined by GEOID03.
 CL9719
 CL9719;                    North         East     Units Scale Factor Converg.
 CL9719;SPC IL W     -   330,241.949   707,185.453   MT  0.99994181   +0 03 12.3
 CL9719;SPC IL W     - 1,083,468.79  2,320,157.61   sFT  0.99994181   +0 03 12.3
 CL9719;UTM  15      - 4,392,088.785   750,314.156   MT  1.00037148   +1 51 43.2
 CL9719;UTM  16      - 4,392,564.875   235,446.909   MT  1.00046176   -1 58 04.9
 CL9719
 CL9719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CL9719!SPC IL W     -   0.99997179  x   0.99994181  =   0.99991360
 CL9719!UTM  15      -   0.99997179  x   1.00037148  =   1.00034326
 CL9719!UTM  16      -   0.99997179  x   1.00046176  =   1.00043354
 CL9719
 CL9719                          SUPERSEDED SURVEY CONTROL
 CL9719
 CL9719  ELLIP H (03/22/04)  179.84   (m)                       GP(       ) 3 1
 CL9719
 CL9719.Superseded values are not recommended for survey control.
 CL9719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CL9719.See file dsdata.txt to determine how the superseded data were derived.
 CL9719
 CL9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD5031492089(NAD 83)
 CL9719_MARKER: DR = REFERENCE MARK DISK
 CL9719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CL9719_STAMPING: LEEK 1934 AZIMUTH
 CL9719_MARK LOGO: CGS   
 CL9719_PROJECTION: PROJECTING 15 CENTIMETERS
 CL9719_MAGNETIC: N = NO MAGNETIC MATERIAL
 CL9719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CL9719+STABILITY: SURFACE MOTION
 CL9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CL9719+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 CL9719
 CL9719  HISTORY     - Date     Condition        Report By
 CL9719  HISTORY     - 1934     MONUMENTED       CGS
 CL9719  HISTORY     - 20040121 GOOD             WOOLPT
 CL9719
 CL9719                          STATION DESCRIPTION
 CL9719
 CL9719'DESCRIBED BY WOOLPERT CONSULTANTS 2004 (BJM)
 CL9719'THIS STATION IS LOCATED APPROXIMATELY 10.85 MI SOUTHWEST OF THECITY OF
 CL9719'NEW BERLIN, 10.05 MI SOUTHEAST OF THE CITY OFJACKSONVILLE AND 3.00 MI
 CL9719'NORTHWEST OF THE COMMUNITY OF FRANKLIN,IN THE NORTHWEST QUADRANT OF
 CL9719'THE JUNCTION OF FLINN ROAD WITH ARAILROAD GRADE.
 CL9719' 
 CL9719'TO REACH THE STATION FROM THE INTERSECTION OF WEST STREET WITHSTATE
 CL9719'STREET TO THE NORTHWEST AND MAIN STREET TO THE SOUTHEAST,ON THE
 CL9719'SOUTHWEST SIDE OF FRANKLIN COMMUNITY HIGHWAY SCHOOLBUILDING, GO
 CL9719'SOUTHWEST 0.20 MI ON WEST STREET TO THE JUNCTION OFWEST STREET WITH
 CL9719'STATE HIGHWAY 104, TURN RIGHT AND GO NORTHWESTTHEN WEST 2.20 MI ON
 CL9719'HIGHWAY 104 TO THE JUNCTION OF HIGHWAY 104WITH FLINN ROAD ON THE
 CL9719'RIGHT, TURN RIGHT AND GO NORTH 0.40 MIPASSING UNDER A RAILROAD GRADE
 CL9719'BRIDGE TO A SECOND RAILROAD GRADEAND THE STATION ON THE LEFT. THE
 CL9719'STATION IS A STANDARD BRONZE CGS REFERENCE MARK DISK STAMPED --LEEK
 CL9719'1934 AZIMUTH-- SET INTO THETOP OF A 12-INCH DIAMETER CONCRETE MONUMENT
 CL9719'PROJECTING 15 CM ABOVEGROUND AND APPROXIMATELY 2 FT BELOW ROAD.
 CL9719' 
 CL9719'THE STATION IS 17.7 M (58.1 FT) NORTH OF THE NORTH RAILROADCROSS-BUCK,
 CL9719'15.6 M (51.2 FT) NORTHEAST OF THE NORTH RAIL, 7.8 M(25.6 FT) WEST OF
 CL9719'THE CENTERLINE OF FLINN ROAD, 7.2 M (23.6 FT)NORTH OF UTILITY POLE
 CL9719'--J5C1-32--, 7.0 M (23.0 FT) NORTHEAST OFTHE EAST CORNER OF A LARGE
 CL9719'STEEL RAILROAD CONTROL BOX, 6.3 M (20.7 FT) NORTH-NORTHEAST OF UTILITY
 CL9719'POLE --J5C1 SER-5A-- ANDAMID TWO STEEL POSTS.
 CL9719' 
 CL9719'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1377 ***********************************************************************
 MF1377  DESIGNATION -  LEGION
 MF1377  PID         -  MF1377
 MF1377  STATE/COUNTY-  IL/KENDALL
 MF1377  USGS QUAD   -  PLATTVILLE (1993)
 MF1377
 MF1377                         *CURRENT SURVEY CONTROL
 MF1377  ___________________________________________________________________
 MF1377* NAD 83(1997)-  41 36 34.31954(N)    088 27 52.29542(W)     ADJUSTED  
 MF1377* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 MF1377  ___________________________________________________________________
 MF1377  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 MF1377  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MF1377
 MF1377  HORZ ORDER  -  SECOND
 MF1377
 MF1377.The horizontal coordinates were established by classical geodetic methods
 MF1377.and adjusted by the National Geodetic Survey in October 1999..
 MF1377
 MF1377.The orthometric height was scaled from a topographic map.
 MF1377
 MF1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1377
 MF1377.The geoid height was determined by GEOID03.
 MF1377
 MF1377;                    North         East     Units Scale Factor Converg.
 MF1377;SPC IL E     -   548,743.058   289,064.623   MT  0.99997647   -0 05 13.6
 MF1377;SPC IL E     - 1,800,334.52    948,372.85   sFT  0.99997647   -0 05 13.6
 MF1377;UTM  16      - 4,607,460.382   377,971.149   MT  0.99978325   -0 58 21.5
 MF1377
 MF1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1377!SPC IL E     -   0.99996629  x   0.99997647  =   0.99994276
 MF1377!UTM  16      -   0.99996629  x   0.99978325  =   0.99974955
 MF1377
 MF1377|---------------------------------------------------------------------|
 MF1377| PID    Reference Object                     Distance      Geod. Az  |
 MF1377|                                                           dddmmss.s |
 MF1377| CI7686 LEGION RM 1                          20.483 METERS 09615     |
 MF1377| MF1444 LISBON                              APPROX.14.5 KM 1854814.1 |
 MF1377| CI7687 LEGION RM 2                          24.630 METERS 24603     |
 MF1377| CI7685 LEGION AZ MK                                       2535259.4 |
 MF1377| MF1501 SANDWICH MICH WIS PLINE CO TWR      APPROX. 9.8 KM 2784752.8 |
 MF1377| MF1506 SOMONAUK MUNICIPAL WATER TOWER      APPROX.18.3 KM 2785843.7 |
 MF1377| MF1499 PLANO MUNICIPAL TANK                APPROX. 8.3 KM 3134813.2 |
 MF1377|---------------------------------------------------------------------|
 MF1377
 MF1377                          SUPERSEDED SURVEY CONTROL
 MF1377
 MF1377  NAD 83(1997)-  41 36 34.31939(N)    088 27 52.30245(W) AD(       ) 2
 MF1377  NAD 83(1986)-  41 36 34.32270(N)    088 27 52.30474(W) AD(       ) 2
 MF1377  NAD 27      -  41 36 34.21700(N)    088 27 52.04350(W) AD(       ) 2
 MF1377
 MF1377.Superseded values are not recommended for survey control.
 MF1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1377.See file dsdata.txt to determine how the superseded data were derived.
 MF1377
 MF1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM7797107460(NAD 83)
 MF1377_MARKER: DS = TRIANGULATION STATION DISK
 MF1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1377
 MF1377  HISTORY     - Date     Condition        Report By
 MF1377  HISTORY     - 1954     MONUMENTED       CGS
 MF1377  HISTORY     - 1956     GOOD             CGS
 MF1377  HISTORY     - 1960     GOOD             ILHD
 MF1377  HISTORY     - 1967     GOOD             CGS
 MF1377  HISTORY     - 1970     GOOD             NGS
 MF1377  HISTORY     - 1987     GOOD             USPSQD
 MF1377  HISTORY     - 20010331 GOOD             NGS
 MF1377  HISTORY     - 20020430 MARK NOT FOUND   USPSQD
 MF1377
 MF1377                          STATION DESCRIPTION
 MF1377
 MF1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1377'STATION IS LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF YORKVILLE
 MF1377'AND IS ON PROPERTY OWNED BY THE YORKVILLE AMERICAN LEGION
 MF1377'POST.  IT IS 31 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 25
 MF1377'FEET NORTHWEST OF A 24 INCH OAK TREE WITH A TRIANGLE BLAZE
 MF1377'ON THE WEST SIDE, 8 FEET EAST OF A WHITE WITNESS POST AND
 MF1377'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1377'LEGION 1954.
 MF1377'
 MF1377'REFERENCE MARK NO. 1 IS 11 FEET NORTHWEST OF A 14 INCH HICKORY
 MF1377'TREE, 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS FLUSH AND
 MF1377'THE DISK IS STAMPED LEGION NO 1 1954.
 MF1377'
 MF1377'REFERENCE MARK NO. 2 IS 57 FEET NORTH OF A TWIN 40 INCH
 MF1377'ELM TREE, 28 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND
 MF1377'1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 MF1377'DISK IS STAMPED LEGION NO 2 1954.
 MF1377'
 MF1377'AZIMUTH MARK IS 81 FEET SOUTH OF THE SOUTHWEST CORNER OF
 MF1377'A FRAME HOUSE, 17 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD,
 MF1377'2 FEET EAST OF A POWER LINE POLE AND A WHITE WITNESS POST
 MF1377'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES
 MF1377'AND THE DISK IS STAMPED LEGION 1954.
 MF1377'
 MF1377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MF1377'47 AND 71 ABOUT 1 MILE SOUTH OF YORKVILLE, GO WEST ON HIGHWAY
 MF1377'71 FOR 0.9 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 MF1377'ON GRAVEL ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT AS
 MF1377'DESCRIBED, CONTINUE SOUTH ON GRAVEL ROAD FOR 0.05 MILE TO A
 MF1377'GRAVEL CROSSROAD, TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.1
 MF1377'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MF1377'
 MF1377'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 MF1377
 MF1377                          STATION RECOVERY (1956)
 MF1377
 MF1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1377'THE STATION WAS RECOVERED AS DESCRIBED AND ALL OF THE MARKS
 MF1377'WERE FOUND IN GOOD CONDITION.  THE DISTANCES TO R.M. 1 AND
 MF1377'R.M. 2 WERE 0.03 AND 0.04 OF A FOOT SHORTER THAN PREVIOUSLY
 MF1377'MEASURED.  THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK
 MF1377'BY 8.5 SECONDS AND THE DIRECTION TO R.M. 1 FAILED TO CHECK
 MF1377'BY 2 MINUTES, 55 SECONDS.  THESE DIRECTIONS WERE DOUBLE
 MF1377'CHECKED.  THE DIRECTION TO R.M. 2 CHECKED.  THE OLD DESCRIPTION
 MF1377'IS ADEQUATE.
 MF1377'
 MF1377'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1377
 MF1377                          STATION RECOVERY (1960)
 MF1377
 MF1377'RECOVERY NOTE BY IL HIGHWAY DEPT 1960
 MF1377'STATION AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION AS
 MF1377'DESCRIBED.
 MF1377
 MF1377                          STATION RECOVERY (1967)
 MF1377
 MF1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 MF1377'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE
 MF1377'DESCRIPTION IS GOOD.
 MF1377'
 MF1377'THE STATION MARK IS 6 FEET EAST OF A METAL WITNESS POST.
 MF1377'
 MF1377'REFERENCE MARK 2 IS 27 FEET SOUTHWEST OF A POWER POLE.
 MF1377'
 MF1377'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 MF1377
 MF1377                          STATION RECOVERY (1970)
 MF1377
 MF1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MF1377'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MF1377'STATION WAS OCCUPIED TO CUT IN NEW WATER TANK.  THE DISTANCE
 MF1377'AND DIRECTION TO THE MARKS CHECKED WITH THE 1956 VALUES.
 MF1377'A NEW DESCRIPTION FOLLOWS--
 MF1377'
 MF1377'STATION IS LOCATED AT THE WEST EDGE OF A WOODED PASTURE OWNED
 MF1377'BY THE AMERICAN LEGION, 31 FEET EAST OF THE CENTERLINE OF
 MF1377'HIGH POINT ROAD, 25 FEET NORTHWEST OF A 24 INCH OAK TREE
 MF1377'WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 54 FEET SOUTHWEST
 MF1377'OF A 14 INCH OAK TREE AND 8 FEET EAST OF A FENCE AND A METAL
 MF1377'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 MF1377'LEGION 1954.
 MF1377'
 MF1377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MF1377'71 AND 47 (ABOUT 1 MILE SOUTH OF YORKVILLE), GO WEST ON HIGHWAY
 MF1377'71 FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 MF1377'ON HIGH POINT ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT.
 MF1377'CONTINUE SOUTH ON THE ROAD FOR 0.05 MILE TO INTERSECTION WITH
 MF1377'LEGION ROAD.  TURN RIGHT AND GO WEST ON LEGION ROAD FOR 0.15
 MF1377'MILE TO THE AZIMUTH MARK ON THE LEFT.
 MF1377'
 MF1377'REFERENCE MARK 1 IS 11 FEET NORTHWEST OF A 14 INCH HICKORY
 MF1377'TREE AND 97 FEET EAST OF THE CENTERLINE OF THE ROAD.  THE
 MF1377'MONUMENT IS FLUSH AND THE DISK IS STAMPED LEGION NO 1 1954.
 MF1377'
 MF1377'REFERENCE MARK 2 IS 28 FEET WEST OF THE CENTERLINE OF THE
 MF1377'ROAD AND 1 FOOT EAST OF A FENCE.  THE MONUMENT IS FLUSH
 MF1377'AND THE DISK IS STAMPED LEGION NO 2 1954.
 MF1377'
 MF1377'THE AZIMUTH MARK IS 81 FEET SOUTH OF THE SOUTHWEST CORNER
 MF1377'OF A 2 STORY FRAME HOUSE, 17 FEET SOUTH OF THE CENTERLINE
 MF1377'OF THE ROAD, 2 FEET EAST OF A POWER POLE AND 1 FOOT WEST
 MF1377'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES
 MF1377'AND THE DISK IS STAMPED LEGION 1954.
 MF1377'
 MF1377'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1377'
 MF1377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 MF1377'MILES SOUTHWEST OF YORKVILLE
 MF1377
 MF1377                          STATION RECOVERY (1987)
 MF1377
 MF1377'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 MF1377'RECOVERED IN GOOD CONDITION.
 MF1377
 MF1377                          STATION RECOVERY (2001)
 MF1377
 MF1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1377'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1377
 MF1377                          STATION RECOVERY (2002)
 MF1377
 MF1377'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEG)
 MF1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1515 ***********************************************************************
 MF1515  DESIGNATION -  LELAND
 MF1515  PID         -  MF1515
 MF1515  STATE/COUNTY-  IL/LA SALLE
 MF1515  USGS QUAD   -  LELAND (1971)
 MF1515
 MF1515                         *CURRENT SURVEY CONTROL
 MF1515  ___________________________________________________________________
 MF1515* NAD 83(1997)-  41 35 16.49586(N)    088 49 02.81547(W)     ADJUSTED  
 MF1515* NAVD 88     -       208.5    (meters)     684.     (feet)  GPS OBS   
 MF1515  ___________________________________________________________________
 MF1515  X           -      98,600.552 (meters)                     COMP
 MF1515  Y           -  -4,776,615.998 (meters)                     COMP
 MF1515  Z           -   4,211,596.669 (meters)                     COMP
 MF1515  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MF1515  ELLIP HEIGHT-         175.30  (meters)          (02/03/05) GPS OBS
 MF1515  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MF1515
 MF1515  HORZ ORDER  -  FIRST
 MF1515  ELLP ORDER  -  FOURTH    CLASS II
 MF1515
 MF1515.The horizontal coordinates were established by GPS observations
 MF1515.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF1515
 MF1515.The orthometric height was determined by GPS observations and a
 MF1515.high-resolution geoid model.
 MF1515
 MF1515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1515
 MF1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1515
 MF1515.The ellipsoidal height was determined by GPS observations
 MF1515.and is referenced to NAD 83.
 MF1515
 MF1515.The geoid height was determined by GEOID03.
 MF1515
 MF1515;                    North         East     Units Scale Factor Converg.
 MF1515;SPC IL E     -   546,447.022   259,633.884   MT  0.99999504   -0 19 16.8
 MF1515;SPC IL E     - 1,792,801.60    851,815.50   sFT  0.99999504   -0 19 16.8
 MF1515;SPC IL W     -   547,194.628   812,496.676   MT  1.00009686   +0 53 44.4
 MF1515;SPC IL W     - 1,795,254.38  2,665,666.18   sFT  1.00009686   +0 53 44.4
 MF1515;UTM  16      - 4,605,619.672   348,512.952   MT  0.99988241   -1 12 23.7
 MF1515
 MF1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1515!SPC IL E     -   0.99997251  x   0.99999504  =   0.99996755
 MF1515!SPC IL W     -   0.99997251  x   1.00009686  =   1.00006936
 MF1515!UTM  16      -   0.99997251  x   0.99988241  =   0.99985492
 MF1515
 MF1515:                Primary Azimuth Mark                     Grid Az
 MF1515:SPC IL E     -  LELAND MUNICIPAL TANK                    027 39 10.0
 MF1515:SPC IL W     -  LELAND MUNICIPAL TANK                    026 26 08.8
 MF1515:UTM  16      -  LELAND MUNICIPAL TANK                    028 32 16.9
 MF1515
 MF1515|---------------------------------------------------------------------|
 MF1515| PID    Reference Object                     Distance      Geod. Az  |
 MF1515|                                                           dddmmss.s |
 MF1515| MF1514 LELAND MUNICIPAL TANK               APPROX. 3.4 KM 0271953.2 |
 MF1515| CI7689 LELAND RM 1                          34.162 METERS 26103     |
 MF1515| CI7688 LELAND AZ MK                                       2630136.4 |
 MF1515| CI7690 LELAND RM 2                          41.687 METERS 33045     |
 MF1515|---------------------------------------------------------------------|
 MF1515
 MF1515                          SUPERSEDED SURVEY CONTROL
 MF1515
 MF1515  ELLIP H (03/04/03)  175.34   (m)                       GP(       ) 4 2
 MF1515  NAD 83(1997)-  41 35 16.49579(N)    088 49 02.81228(W) AD(       ) 3
 MF1515  NAD 83(1997)-  41 35 16.49774(N)    088 49 02.81995(W) AD(       ) 3
 MF1515  NAD 83(1986)-  41 35 16.50048(N)    088 49 02.82018(W) AD(       ) 3
 MF1515  NAD 27      -  41 35 16.38830(N)    088 49 02.53900(W) AD(       ) 3
 MF1515
 MF1515.Superseded values are not recommended for survey control.
 MF1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1515.See file dsdata.txt to determine how the superseded data were derived.
 MF1515
 MF1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4851305620(NAD 83)
 MF1515_MARKER: DS = TRIANGULATION STATION DISK
 MF1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1515+STABILITY: SURFACE MOTION
 MF1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1515+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002
 MF1515
 MF1515  HISTORY     - Date     Condition        Report By
 MF1515  HISTORY     - 1954     MONUMENTED       CGS
 MF1515  HISTORY     - 1966     GOOD             CGS
 MF1515  HISTORY     - 1971     GOOD             NGS
 MF1515  HISTORY     - 19970801 GOOD             USPSQD
 MF1515  HISTORY     - 200205   GOOD             ASCPC
 MF1515  HISTORY     - 20021023 GOOD             USPSQD
 MF1515
 MF1515                          STATION DESCRIPTION
 MF1515
 MF1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1515'STATION IS LOCATED ABOUT 6 MILES EAST OF EARLVILLE AND 2
 MF1515'MILES SOUTHWEST OF LELAND AT THE INTERSECTION OF U.S. HIGHWAY
 MF1515'34 AND STATE HIGHWAY 23 (SOUTH) AND ON HIGHWAY PROPERTY.
 MF1515'IT IS 100 FEET NORTHEAST OF THE INTERSECTION, 41 FEET EAST
 MF1515'OF THE CENTER OF A GRAVEL ROAD, 35 FEET NORTHWEST OF A TELEPHONE
 MF1515'POLE AND 12 FEET SOUTH OF A WHITE WITNESS POST AND FENCE
 MF1515'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LELAND 1954.
 MF1515'
 MF1515'REFERENCE MARK NO. 1 IS 71 FEET WEST OF THE CENTER OF THE
 MF1515'GRAVEL ROAD, 64 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 MF1515'7 FEET EAST OF A TELEPHONE POLE AND 3 FEET EAST OF A RIGHT-OF-WAY
 MF1515'MARKER.  THE MARK IS FLUSH AND THE DISK IS STAMPED LELAND
 MF1515'NO 1 1954.
 MF1515'
 MF1515'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE CENTER OF THE GRAVEL
 MF1515'ROAD AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 MF1515'2 INCHES AND THE DISK IS STAMPED LELAND NO 2 1954.
 MF1515'
 MF1515'AZIMUTH MARK IS 59 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 MF1515'34, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 MF1515'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 MF1515'LELAND 1954.
 MF1515'
 MF1515'TO REACH THE STATION FROM THE RAILROAD CROSSING IN LELAND
 MF1515'GO SOUTH ON PAVED ROAD FOR 1.7 MILES TO U.S. HIGHWAY 34,
 MF1515'TURN RIGHT AND GO WEST ON HIGHWAY 34 FOR 0.95 MILE TO THE
 MF1515'INTERSECTION OF STATE HIGHWAY 23 (SOUTH) AND THE STATION
 MF1515'ON THE RIGHT AS DESCRIBED.  CONTINUE WEST ON HIGHWAY 34 FOR
 MF1515'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 MF1515'
 MF1515'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1515
 MF1515                          STATION RECOVERY (1966)
 MF1515
 MF1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1515'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE
 MF1515'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION AT THIS
 MF1515'TIME.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 MF1515'
 MF1515'THE STATION MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 MF1515'
 MF1515'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST.
 MF1515
 MF1515                          STATION RECOVERY (1971)
 MF1515
 MF1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MF1515'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 MF1515'TO THE REFERENCE MARKS AND WATER TANK CHECKED.  THE DISTANCE
 MF1515'TO BOTH REFERENCE MARKS WAS FOUND TO BE SHORTER BY 0.08 OF
 MF1515'A FOOT.  A NEW DESCRIPTION FOLLOWS--
 MF1515'
 MF1515'THE STATION IS LOCATED ABOUT 6 MILES EAST OF EARLVILLE, AT
 MF1515'THE JUNCTION OF U.S. HIGHWAY 34 AND STATE HIGHWAY 23 (SOUTH),
 MF1515'ON ROAD RIGHT-OF-WAY, 41 FEET EAST OF THE CENTERLINE OF A
 MF1515'GRAVELED ROAD NORTH, 100 FEET NORTHEAST OF THE INTERSECTION
 MF1515'OF THE HIGHWAYS, 79 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 MF1515'34 AND 23, 11 FEET SOUTHWEST OF A FENCE AND 1 FOOT WEST OF
 MF1515'A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 MF1515'IS STAMPED LELAND 1954.
 MF1515'
 MF1515'REFERENCE MARK 1 IS 71 FEET WEST OF THE CENTERLINE OF THE
 MF1515'GRAVELED ROAD, 64 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 MF1515'AND 2 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST.  THE MONUMENT
 MF1515'IS FLUSH AND THE DISK IS STAMPED LELAND NO 1 1954.
 MF1515'
 MF1515'REFERENCE MARK 2 IS 25 FEET WEST OF THE CENTERLINE OF THE
 MF1515'GRAVELED ROAD AND 65 FEET SOUTH OF A POWER POLE.  THE MONUMENT
 MF1515'PROJECTS 2 INCHES AND THE DISK IS STAMPED LELAND NO 2 1954.
 MF1515'
 MF1515'THE AZIMUTH MARK IS 59 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 MF1515'34, 3 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST, 2 FEET WEST
 MF1515'OF A METAL WITNESS POST, 3 FEET NORTHEAST OF A T FENCE
 MF1515'CORNER, 1 FOOT NORTH OF THE FENCE, 0.25 MILE WEST ALONG
 MF1515'HIGHWAY 34 FROM THE STATION.  MONUMENT IS FLUSH AND THE DISK
 MF1515'IS STAMPED LELAND 1954.
 MF1515'
 MF1515'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1515'
 MF1515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 MF1515'MILES SOUTHWEST OF LELAND
 MF1515
 MF1515                          STATION RECOVERY (1997)
 MF1515
 MF1515'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1515'RECOVERED IN GOOD CONDITION.
 MF1515
 MF1515                          STATION RECOVERY (2002)
 MF1515
 MF1515'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1515'RECOVERED AS DESCRIBED
 MF1515' 
 MF1515'
 MF1515
 MF1515                          STATION RECOVERY (2002)
 MF1515
 MF1515'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1515'RM 1, RM 2 AND THE AZIMUTH WERE LOCATED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1514 ***********************************************************************
 MF1514  DESIGNATION -  LELAND MUNICIPAL TANK
 MF1514  PID         -  MF1514
 MF1514  STATE/COUNTY-  IL/LA SALLE
 MF1514  USGS QUAD   -  LELAND (1971)
 MF1514
 MF1514                         *CURRENT SURVEY CONTROL
 MF1514  ___________________________________________________________________
 MF1514* NAD 83(1997)-  41 36 54.48459(N)    088 47 55.32619(W)     ADJUSTED  
 MF1514* NAVD 88     -                                                        
 MF1514  ___________________________________________________________________
 MF1514  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MF1514  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MF1514
 MF1514  HORZ ORDER  -  THIRD
 MF1514
 MF1514.The horizontal coordinates were established by classical geodetic methods
 MF1514.and adjusted by the National Geodetic Survey in October 1999..
 MF1514
 MF1514
 MF1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1514
 MF1514.The geoid height was determined by GEOID03.
 MF1514
 MF1514;                    North         East     Units Scale Factor Converg.
 MF1514;SPC IL E     -   549,461.464   261,213.340   MT  0.99999351   -0 18 32.6
 MF1514;SPC IL E     - 1,802,691.49    856,997.43   sFT  0.99999351   -0 18 32.6
 MF1514;SPC IL W     -   550,242.265   814,011.893   MT  1.00010108   +0 54 30.9
 MF1514;SPC IL W     - 1,805,253.16  2,670,637.35   sFT  1.00010108   +0 54 30.9
 MF1514;UTM  16      - 4,608,609.003   350,138.618   MT  0.99987638   -1 11 41.2
 MF1514
 MF1514                          SUPERSEDED SURVEY CONTROL
 MF1514
 MF1514  NAD 83(1997)-  41 36 54.48849(N)    088 47 55.33296(W) AD(       ) 4
 MF1514  NAD 83(1986)-  41 36 54.48854(N)    088 47 55.33429(W) AD(       ) 4
 MF1514  NAD 27      -  41 36 54.37900(N)    088 47 55.05000(W) AD(       ) 3
 MF1514
 MF1514.Superseded values are not recommended for survey control.
 MF1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1514.See file dsdata.txt to determine how the superseded data were derived.
 MF1514
 MF1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM5013908609(NAD 83)
 MF1514_MARKER: 53 = ELEVATED TANK
 MF1514
 MF1514  HISTORY     - Date     Condition        Report By
 MF1514  HISTORY     - 1954     FIRST OBSERVED   CGS
 MF1514  HISTORY     - 1966     GOOD             CGS
 MF1514  HISTORY     - 19970801 GOOD             USPSQD
 MF1514  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 MF1514
 MF1514                          STATION DESCRIPTION
 MF1514
 MF1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1514'STATION IS THE CENTER OF THE TOP OF THE LELAND MUNI. WATER
 MF1514'TANK LOCATED IN THE NORTH CENTRAL PART OF TOWN.  IT IS A
 MF1514'STEEL TANK WITH A FLAT CONICAL ROOF AND AN OVAL BOTTOM WITH
 MF1514'A CAT WALK AROUND THE BASE OF THE TANK, ATOP A 4 LEGGED
 MF1514'STEEL STRUCTURE ABOUT 110 FEET HIGH AND IS PAINTED SILVER.
 MF1514
 MF1514                          STATION RECOVERY (1966)
 MF1514
 MF1514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 MF1514'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MF1514'CONDITION AT THIS TIME.
 MF1514'
 MF1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LELAND
 MF1514
 MF1514                          STATION RECOVERY (1997)
 MF1514
 MF1514'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1514'RECOVERED IN GOOD CONDITION.
 MF1514
 MF1514                          STATION RECOVERY (2002)
 MF1514
 MF1514'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1514'THE DESCRIBED TANK WAS REPLACED IN 2000
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1258 ***********************************************************************
 MF1258  DESIGNATION -  LEMONT 103 D CO
 MF1258  PID         -  MF1258
 MF1258  STATE/COUNTY-  IL/DU PAGE
 MF1258  USGS QUAD   -  ROMEOVILLE (1993)
 MF1258
 MF1258                         *CURRENT SURVEY CONTROL
 MF1258  ___________________________________________________________________
 MF1258* NAD 83(1986)-  41 42 02.     (N)    088 00 26.     (W)     SCALED    
 MF1258* NAVD 88     -       227.882  (meters)     747.64   (feet)  ADJUSTED  
 MF1258  ___________________________________________________________________
 MF1258  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MF1258  DYNAMIC HT  -         227.799 (meters)     747.37  (feet)  COMP
 MF1258  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 MF1258
 MF1258  VERT ORDER  -  THIRD
 MF1258
 MF1258.The horizontal coordinates were scaled from a topographic map and have
 MF1258.an estimated accuracy of +/- 6 seconds.
 MF1258
 MF1258.The orthometric height was determined by differential leveling
 MF1258.and adjusted by the National Geodetic Survey in June 1991..
 MF1258
 MF1258.The geoid height was determined by GEOID03.
 MF1258
 MF1258.The dynamic height is computed by dividing the NAVD 88
 MF1258.geopotential number by the normal gravity value computed on the
 MF1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1258.degrees latitude (g = 980.6199 gals.).
 MF1258
 MF1258.The modeled gravity was interpolated from observed gravity values.
 MF1258
 MF1258;                    North         East    Units  Estimated Accuracy
 MF1258;SPC IL E     -   558,900.      327,140.      MT  (+/- 180 meters Scaled)
 MF1258
 MF1258                          SUPERSEDED SURVEY CONTROL
 MF1258
 MF1258.No superseded survey control is available for this station.
 MF1258
 MF1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM161170(NAD 83)
 MF1258_MARKER: DB = BENCH MARK DISK
 MF1258_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 MF1258_SP_SET: ALUMINUM ALLOY ROD
 MF1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1258
 MF1258  HISTORY     - Date     Condition        Report By
 MF1258  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1258  HISTORY     - 19960420 POOR             USPSQD
 MF1258  HISTORY     - 20050611 MARK NOT FOUND   GEOCAC
 MF1258
 MF1258                          STATION DESCRIPTION
 MF1258
 MF1258'DESCRIBED BY MARCHESE AND SONS 1983
 MF1258'2.0 MI NORTH FROM LEMONT.
 MF1258'2.0 MILES NORTH OF LEMONT, 1.25 MILES SOUTH ALONG LEMONT ROAD FROM THE
 MF1258'JUNCTION OF INTERSTATE 55 TO MARK ON LEFT, AT THE NORTHEAST CORNER OF
 MF1258'A T-INTERSECTION WITH 103RD STREET, 30.0 FEET EAST OF LEMONT ROAD EAST
 MF1258'EDGE OF PAVEMENT, AND 50.0 FEET NORTH OF ARGONNE NATIONAL LABORATORY
 MF1258'OCCUPIED SOUTH LINE, AN ALUMINUM ALLOY ROD DRIVEN 10.0 FEET AND
 MF1258'ENCASED WITH PLASTIC SLEEVE AND CAP.
 MF1258
 MF1258                          STATION RECOVERY (1996)
 MF1258
 MF1258'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1258'MARK RECOVERED IN POOR CONDITION.
 MF1258
 MF1258                          STATION RECOVERY (2005)
 MF1258
 MF1258'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 MF1258'GARMIN GPS 72 COORDINATES LED TO A GRASSY AREA BELONGING TO A 'GAS
 MF1258'CITY' GAS STATION WHICH HAD BEEN BUILT ABOUT 15 MONTHS AGO.  HOWEVER,
 MF1258'THIS AREA IS THE NORTHWEST CORNER OF THE T-INTERSECTION, NOT THE
 MF1258'NORTHEAST CORNER PER THE DESCRIPTION.  MADE A CHECK OF ALL CORNERS AND
 MF1258'ROADSIDES OF THE T-INTERSECTION WITH NO FINDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1259 ***********************************************************************
 MF1259  DESIGNATION -  LEMONT 111 D CO
 MF1259  PID         -  MF1259
 MF1259  STATE/COUNTY-  IL/COOK
 MF1259  USGS QUAD   -  ROMEOVILLE (1993)
 MF1259
 MF1259                         *CURRENT SURVEY CONTROL
 MF1259  ___________________________________________________________________
 MF1259* NAD 83(1986)-  41 41 07.     (N)    088 00 16.     (W)     SCALED    
 MF1259* NAVD 88     -       181.458  (meters)     595.33   (feet)  ADJUSTED  
 MF1259  ___________________________________________________________________
 MF1259  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MF1259  DYNAMIC HT  -         181.392 (meters)     595.12  (feet)  COMP
 MF1259  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 MF1259
 MF1259  VERT ORDER  -  THIRD
 MF1259
 MF1259.The horizontal coordinates were scaled from a topographic map and have
 MF1259.an estimated accuracy of +/- 6 seconds.
 MF1259
 MF1259.The orthometric height was determined by differential leveling
 MF1259.and adjusted by the National Geodetic Survey in June 1991..
 MF1259
 MF1259.The geoid height was determined by GEOID03.
 MF1259
 MF1259.The dynamic height is computed by dividing the NAVD 88
 MF1259.geopotential number by the normal gravity value computed on the
 MF1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1259.degrees latitude (g = 980.6199 gals.).
 MF1259
 MF1259.The modeled gravity was interpolated from observed gravity values.
 MF1259
 MF1259;                    North         East    Units  Estimated Accuracy
 MF1259;SPC IL E     -   557,200.      327,380.      MT  (+/- 180 meters Scaled)
 MF1259
 MF1259                          SUPERSEDED SURVEY CONTROL
 MF1259
 MF1259.No superseded survey control is available for this station.
 MF1259
 MF1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM164153(NAD 83)
 MF1259_MARKER: DB = BENCH MARK DISK
 MF1259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MF1259_SP_SET: HEADWALL
 MF1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1259+STABILITY: SURFACE MOTION
 MF1259
 MF1259  HISTORY     - Date     Condition        Report By
 MF1259  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1259
 MF1259                          STATION DESCRIPTION
 MF1259
 MF1259'DESCRIBED BY MARCHESE AND SONS 1983
 MF1259'1.0 MI NORTH FROM LEMONT.
 MF1259'1.0 MILE NORTH OF LEMONT, 2.3 MILES SOUTH ALONG LEMONT ROAD FROM THE
 MF1259'JUNCTION OF INTERSTATE 55 AND LEMONT ROAD TO MARK ON LEFT, 0.3 MILE
 MF1259'NORTH OF CONCRETE BRIDGE OVER THE DIVERSION CHANNEL FOR CHICAGO
 MF1259'SANITARY AND SHIP CANAL, IN CONCRETE HEADWALL ON EAST SIDE OF LEMONT
 MF1259'ROAD, 230.0 FEET SOUTH OF 111TH STREET ALSO KNOWN AS BLUFF ROAD, 200.0
 MF1259'FEET NORTH OF A TRANSMISSION LINE, AND ON TOP OF HEADWALL OF NORTH
 MF1259'WING 12.5 FEET EAST OF EDGE OF PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1256 ***********************************************************************
 MF1256  DESIGNATION -  LEMONT 55 D CO
 MF1256  PID         -  MF1256
 MF1256  STATE/COUNTY-  IL/DU PAGE
 MF1256  USGS QUAD   -  ROMEOVILLE (1993)
 MF1256
 MF1256                         *CURRENT SURVEY CONTROL
 MF1256  ___________________________________________________________________
 MF1256* NAD 83(1986)-  41 43 00.     (N)    088 00 26.     (W)     SCALED    
 MF1256* NAVD 88     -       235.702  (meters)     773.30   (feet)  ADJUSTED  
 MF1256  ___________________________________________________________________
 MF1256  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MF1256  DYNAMIC HT  -         235.618 (meters)     773.02  (feet)  COMP
 MF1256  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 MF1256
 MF1256  VERT ORDER  -  THIRD
 MF1256
 MF1256.The horizontal coordinates were scaled from a topographic map and have
 MF1256.an estimated accuracy of +/- 6 seconds.
 MF1256
 MF1256.The orthometric height was determined by differential leveling
 MF1256.and adjusted by the National Geodetic Survey in June 1991..
 MF1256
 MF1256.The geoid height was determined by GEOID03.
 MF1256
 MF1256.The dynamic height is computed by dividing the NAVD 88
 MF1256.geopotential number by the normal gravity value computed on the
 MF1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1256.degrees latitude (g = 980.6199 gals.).
 MF1256
 MF1256.The modeled gravity was interpolated from observed gravity values.
 MF1256
 MF1256;                    North         East    Units  Estimated Accuracy
 MF1256;SPC IL E     -   560,690.      327,140.      MT  (+/- 180 meters Scaled)
 MF1256
 MF1256                          SUPERSEDED SURVEY CONTROL
 MF1256
 MF1256.No superseded survey control is available for this station.
 MF1256
 MF1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM162188(NAD 83)
 MF1256_MARKER: DB = BENCH MARK DISK
 MF1256_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MF1256_SP_SET: SHOULDER OF OVERPASS
 MF1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF1256
 MF1256  HISTORY     - Date     Condition        Report By
 MF1256  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1256  HISTORY     - 19960420 MARK NOT FOUND   USPSQD
 MF1256
 MF1256                          STATION DESCRIPTION
 MF1256
 MF1256'DESCRIBED BY MARCHESE AND SONS 1983
 MF1256'2.2 MI SOUTH FROM WOODRIDGE.
 MF1256'2.2 MILES SOUTH OF WOODRIDGE, 3.0 MILES NORTH OF LEMONT, AND IS ON THE
 MF1256'SOUTH SIDE OF INTERSTATE 55, 3.75 MILES NORTHEAST ALONG INTERSTATE 55
 MF1256'FROM THE JUNCTION OF STATE HIGHWAY 53 TO MARK ON RIGHT, ON THE SOUTH
 MF1256'SIDE OF EASTBOUND LANES OF INTERSTATE 55 AT THE WEST END OF A CONCRETE
 MF1256'BRIDGE GOING OVER LEMONT ROAD, IN THE CONCRETE SHOULDER AT SOUTHWEST
 MF1256'CORNER OF THE OVERPASS, 200.0 FEET EAST OF MERGING LANE AND RAMP FROM
 MF1256'LEMONT ROAD FOR EASTBOUND TRAFFIC.
 MF1256
 MF1256                          STATION RECOVERY (1996)
 MF1256
 MF1256'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1253 ***********************************************************************
 MF1253  DESIGNATION -  LEMONT 75 D CO
 MF1253  PID         -  MF1253
 MF1253  STATE/COUNTY-  IL/DU PAGE
 MF1253  USGS QUAD   -  WHEATON (1993)
 MF1253
 MF1253                         *CURRENT SURVEY CONTROL
 MF1253  ___________________________________________________________________
 MF1253* NAD 83(1986)-  41 45 05.     (N)    088 00 47.     (W)     SCALED    
 MF1253* NAVD 88     -       236.887  (meters)     777.19   (feet)  ADJUSTED  
 MF1253  ___________________________________________________________________
 MF1253  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MF1253  DYNAMIC HT  -         236.803 (meters)     776.91  (feet)  COMP
 MF1253  MODELED GRAV-     980,262.0   (mgal)                       NAVD 88
 MF1253
 MF1253  VERT ORDER  -  THIRD
 MF1253
 MF1253.The horizontal coordinates were scaled from a topographic map and have
 MF1253.an estimated accuracy of +/- 6 seconds.
 MF1253
 MF1253.The orthometric height was determined by differential leveling
 MF1253.and adjusted by the National Geodetic Survey in June 1991..
 MF1253
 MF1253.The geoid height was determined by GEOID03.
 MF1253
 MF1253.The dynamic height is computed by dividing the NAVD 88
 MF1253.geopotential number by the normal gravity value computed on the
 MF1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1253.degrees latitude (g = 980.6199 gals.).
 MF1253
 MF1253.The modeled gravity was interpolated from observed gravity values.
 MF1253
 MF1253;                    North         East    Units  Estimated Accuracy
 MF1253;SPC IL E     -   564,540.      326,640.      MT  (+/- 180 meters Scaled)
 MF1253
 MF1253                          SUPERSEDED SURVEY CONTROL
 MF1253
 MF1253.No superseded survey control is available for this station.
 MF1253
 MF1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM157226(NAD 83)
 MF1253_MARKER: DB = BENCH MARK DISK
 MF1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1253_SP_SET: TRAFFIC CONTROL BASE
 MF1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1253
 MF1253  HISTORY     - Date     Condition        Report By
 MF1253  HISTORY     - 1983     MONUMENTED       MARCHE
 MF1253
 MF1253                          STATION DESCRIPTION
 MF1253
 MF1253'DESCRIBED BY MARCHESE AND SONS 1983
 MF1253'IN WOODRIDGE.
 MF1253'AT WOODRIDGE, ON THE NORTH SIDE OF 75TH STREET AND THE WEST SIDE OF
 MF1253'LEMONT ROAD, 2.7 MILES EAST ALONG 75TH STREET FROM THE JUNCTION OF
 MF1253'STATE HIGHWAY 53 AND 75TH STREET, IN THE EAST SIDE OF CONCRETE BASE OF
 MF1253'TRAFFIC CONTROL LIGHT, 57.7 FEET SOUTH OF SOUTHWEST CORNER OF A 5 X 5
 MF1253'FOOT CONCRETE BASE FOR A STANDARD SERVICE STATION SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1327 ***********************************************************************
 MF1327  DESIGNATION -  LEMONT MICROWAVE KSA 79 TOWER
 MF1327  PID         -  MF1327
 MF1327  STATE/COUNTY-  IL/COOK
 MF1327  USGS QUAD   -  ROMEOVILLE (1993)
 MF1327
 MF1327                         *CURRENT SURVEY CONTROL
 MF1327  ___________________________________________________________________
 MF1327* NAD 83(1997)-  41 39 32.07978(N)    088 00 58.56541(W)     ADJUSTED  
 MF1327* NAVD 88     -                                                        
 MF1327  ___________________________________________________________________
 MF1327  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MF1327  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MF1327
 MF1327  HORZ ORDER  -  THIRD
 MF1327
 MF1327.The horizontal coordinates were established by classical geodetic methods
 MF1327.and adjusted by the National Geodetic Survey in October 1999..
 MF1327
 MF1327
 MF1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1327
 MF1327.The geoid height was determined by GEOID03.
 MF1327
 MF1327;                    North         East     Units Scale Factor Converg.
 MF1327;SPC IL E     -   554,267.385   326,408.263   MT  0.99998358   +0 12 38.7
 MF1327;SPC IL E     - 1,818,458.91  1,070,891.11   sFT  0.99998358   +0 12 38.7
 MF1327;UTM  16      - 4,612,405.455   415,386.595   MT  0.99968810   -0 40 32.0
 MF1327
 MF1327                          SUPERSEDED SURVEY CONTROL
 MF1327
 MF1327  NAD 83(1997)-  41 39 32.07994(N)    088 00 58.56597(W) AD(       ) 4
 MF1327  NAD 83(1986)-  41 39 32.08147(N)    088 00 58.57310(W) AD(       ) 4
 MF1327  NAD 27      -  41 39 31.97500(N)    088 00 58.36800(W) AD(       ) 3
 MF1327
 MF1327.Superseded values are not recommended for survey control.
 MF1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1327.See file dsdata.txt to determine how the superseded data were derived.
 MF1327
 MF1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1538712405(NAD 83)
 MF1327_MARKER: 45 = MICROWAVE TOWER
 MF1327
 MF1327  HISTORY     - Date     Condition        Report By
 MF1327  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1327  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 MF1327
 MF1327                          STATION DESCRIPTION
 MF1327
 MF1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1327'THE STATION IS THE CENTER OF THE TOP OF THE TOWER OF THE
 MF1327'AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICRO-WAVE RELAY
 MF1327'STATION KSA 79 LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF LEMONT.
 MF1327'IT IS A FOUR-LEGGED STEEL STRUCTURE 225 FEET HIGH AND PAINTED
 MF1327'IN ALTERNATE SECTIONS OF ORANGE AND WHITE.
 MF1327'
 MF1327'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 MF1327'AND STATE STREET IN LEMONT, GO SOUTH ON STATE STREET FOR
 MF1327'1.15 MILES TO THE INTERSECTION OF 127TH STREET.  TURN RIGHT
 MF1327'AND GO WEST FOR 0.85 MILE TO A GRAVEL DRIVEWAY RIGHT.  TURN
 MF1327'RIGHT AND GO NORTH ON THE DRIVEWAY, PASSING EAST OF A HOUSE
 MF1327'FOR 0.2 MILE TO THE TOWER.
 MF1327
 MF1327                          STATION RECOVERY (2003)
 MF1327
 MF1327'RECOVERY NOTE BY US POWER SQUADRON 2003 (JPC)
 MF1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1329 ***********************************************************************
 MF1329  DESIGNATION -  LEMONT RESET
 MF1329  PID         -  MF1329
 MF1329  STATE/COUNTY-  IL/COOK
 MF1329  USGS QUAD   -  ROMEOVILLE (1993)
 MF1329
 MF1329                         *CURRENT SURVEY CONTROL
 MF1329  ___________________________________________________________________
 MF1329* NAD 83(1997)-  41 39 32.05528(N)    088 01 00.61120(W)     ADJUSTED  
 MF1329* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 MF1329  ___________________________________________________________________
 MF1329  X           -     165,153.414 (meters)                     COMP
 MF1329  Y           -  -4,769,558.406 (meters)                     COMP
 MF1329  Z           -   4,217,508.954 (meters)                     COMP
 MF1329  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MF1329  ELLIP HEIGHT-         202.83  (meters)          (02/03/05) GPS OBS
 MF1329  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MF1329
 MF1329  HORZ ORDER  -  FIRST
 MF1329  ELLP ORDER  -  FOURTH    CLASS II
 MF1329
 MF1329.The horizontal coordinates were established by classical geodetic methods
 MF1329.and adjusted by the National Geodetic Survey in October 1999..
 MF1329
 MF1329.The orthometric height was scaled from a topographic map.
 MF1329
 MF1329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1329
 MF1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1329
 MF1329.The ellipsoidal height was determined by GPS observations
 MF1329.and is referenced to NAD 83.
 MF1329
 MF1329.The geoid height was determined by GEOID03.
 MF1329
 MF1329;                    North         East     Units Scale Factor Converg.
 MF1329;SPC IL E     -   554,266.455   326,360.934   MT  0.99998355   +0 12 37.3
 MF1329;SPC IL E     - 1,818,455.86  1,070,735.83   sFT  0.99998355   +0 12 37.3
 MF1329;UTM  16      - 4,612,405.258   415,339.271   MT  0.99968820   -0 40 33.3
 MF1329
 MF1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1329!SPC IL E     -   0.99996819  x   0.99998355  =   0.99995174
 MF1329!UTM  16      -   0.99996819  x   0.99968820  =   0.99965640
 MF1329
 MF1329:                Primary Azimuth Mark                     Grid Az
 MF1329:SPC IL E     -  CHICAGO KANSAS CITY AWY BCN 39           040 23 26.8
 MF1329:UTM  16      -  CHICAGO KANSAS CITY AWY BCN 39           041 16 37.4
 MF1329
 MF1329|---------------------------------------------------------------------|
 MF1329| PID    Reference Object                     Distance      Geod. Az  |
 MF1329|                                                           dddmmss.s |
 MF1329| ME3011 CHICAGO KANSAS CITY AWY BCN 39      APPROX.13.0 KM 0403604.1 |
 MF1329| ME3012 LEMONT ST CYRIL CH BELFRY           APPROX. 2.2 KM 0552623.1 |
 MF1329| ME3006 ARGONNE FOREST USFP TANK            APPROX. 9.9 KM 0611737.8 |
 MF1329| MF1326 LEMONT RM 3                           8.998 METERS 10247     |
 MF1329| ME2994 CHICAGO RAD STA WLS MAST            APPROX.18.1 KM 1291327.9 |
 MF1329| CI7693 LEMONT RM 2                          24.668 METERS 17853     |
 MF1329| MF1339 JOLIET MUNICIPAL TANK               APPROX.16.3 KM 2060301.1 |
 MF1329| MF1343 JOLIET ILL ST PENITENTIARY STK      APPROX.11.1 KM 2163743.1 |
 MF1329| MF1346 LEWIS SCH OF SCI AND TECH TANK      APPROX. 8.0 KM 2212737.1 |
 MF1329| CI7691 LEMONT AZ MK                                       2415646.6 |
 MF1329| MF1330 CHICAGO KANSAS CITY AWY BCN 38      APPROX. 7.8 KM 3145748.1 |
 MF1329| MF1312 NAPERVILLE SS PETER PAUL CH         APPROX.16.7 KM 3203035.7 |
 MF1329| MF1295 LISLE ST PROCOPIUS COLLEGE STK      APPROX.14.7 KM 3325607.9 |
 MF1329| CI7692 LEMONT RM 1                          21.815 METERS 35840     |
 MF1329|---------------------------------------------------------------------|
 MF1329
 MF1329                          SUPERSEDED SURVEY CONTROL
 MF1329
 MF1329  ELLIP H (10/21/99)  202.84   (m)                       GP(       ) 4 1
 MF1329  NAD 83(1997)-  41 39 32.05541(N)    088 01 00.61187(W) AD(       ) 1
 MF1329  NAD 83(1986)-  41 39 32.05751(N)    088 01 00.61878(W) AD(       ) 1
 MF1329  NAD 27      -  41 39 31.94730(N)    088 01 00.40450(W) AD(       ) 1
 MF1329
 MF1329.Superseded values are not recommended for survey control.
 MF1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1329.See file dsdata.txt to determine how the superseded data were derived.
 MF1329
 MF1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1533912405(NAD 83)
 MF1329_MARKER: Z = SEE DESCRIPTION
 MF1329_SETTING: 66 = SET IN ROCK OUTCROP
 MF1329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MF1329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MF1329+STABILITY: POSITION/ELEVATION WELL
 MF1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1329+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1994
 MF1329
 MF1329  HISTORY     - Date     Condition        Report By
 MF1329  HISTORY     - 1904     MONUMENTED       CGS
 MF1329  HISTORY     - 1944     SEE DESCRIPTION  CGS
 MF1329  HISTORY     - 1956     GOOD             CGS
 MF1329  HISTORY     - 1972     GOOD             LOCSUR
 MF1329  HISTORY     - 19940510 GOOD             ASCPC
 MF1329
 MF1329                          STATION DESCRIPTION
 MF1329
 MF1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1904
 MF1329'STATION IS MARKED BY STONE AND PIPE, ON SUMMIT OF HILL 1-1/2
 MF1329'MILES SW OF LEMONT, ILL., AT W SIDE AND NEAR THE N END OF
 MF1329'LANE LEADING N FROM THE BARNYARD OF J.P. HANSON, SITUATED
 MF1329'3,300 FEET E AND 900 FEET N OF THE SW CORNER OF SEC. 30,
 MF1329'T 37 N, R 11 E., LEMONT TOWNSHIP.  A TOWER 16 FEET HIGH
 MF1329'WAS BUILT OVER THIS POINT.
 MF1329
 MF1329                          STATION RECOVERY (1944)
 MF1329
 MF1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1329'STATION RECOVERED.  THE PIPE WAS FOUND IN POOR CONDITION.
 MF1329'THE TOP HAS RUSTED AND BROKEN OFF AT THE SURFACE OF THE
 MF1329'GROUND.  A NEW UNDERGROUND AND SURFACE STATION MARKS WERE
 MF1329'SET IN THE ORIGINAL POSITION.  TWO REFERENCE MARKS AND AN
 MF1329'AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 MF1329'
 MF1329'STATION IS LOCATED ABOUT 1.5 MILES SW OF THE VILLAGE OF
 MF1329'LEMONT, ON LAND OWNED BY MR. KLOPPER.  IT IS SITUATED ON
 MF1329'A HIGH POINT OF GROUND NEAR THE PROPERTY LINE OF THE KLOPPER
 MF1329'AND JULIUS RUBIS FARMS.  THE MARK IS ABOUT 0.1 MILE N OF
 MF1329'THE RUBIS BARN ON THE W SIDE OF THE FARM LANE.
 MF1329'
 MF1329'STATION MARK IS STAMPED LEMONT USE 1904 1944 AND PROJECTS
 MF1329'ABOUT 6 INCHES ABOVE THE GROUND.
 MF1329'
 MF1329'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 MF1329'DISKS SET IN CONCRETE.
 MF1329'
 MF1329'REFERENCE MARK 1 IS IN FENCELINE.  IT IS STAMPED LEMONT
 MF1329'USE NO 1 1944.
 MF1329'
 MF1329'REFERENCE MARK 2 IS IN FENCELINE.  IT IS STAMPED LEMONT
 MF1329'USE NO 2 1944.
 MF1329'
 MF1329'AZIMUTH MARK IS ON THE N SIDE OF ONE HUNDRED AND TWENTY-SEVENTH
 MF1329'STREET, 51 FEET E OF A FENCE CORNER, 25 FEET N OF THE APPROXIMATE
 MF1329'CENTER LINE OF ONE HUNDRED AND TWENTY-SEVENTH STREET, AND
 MF1329'1 FOOT S OF THE FENCELINE.  IT IS STAMPED LEMONT USE 1944.
 MF1329'
 MF1329'TO REACH THE STATION FROM THE JUNCTION OF MAIN AND STATE
 MF1329'STREETS IN THE VILLAGE OF LEMONT, GO S ON STATE STREET FOR
 MF1329'1.3 MILES TO THE JUNCTION OF ONE HUNDRED AND TWENTY-SEVENTH
 MF1329'STREET.  TURN RIGHT AND GO 1.1 MILES TO A T-LANE RIGHT.*
 MF1329'TURN RIGHT AND FOLLOW THE LANE N FOR 0.15 MILE TO A GATE.
 MF1329'PASS THROUGH THE GATE, THEN TURN RIGHT OR E AND FOLLOW THE
 MF1329'FENCELINE FOR 0.15 MILE TO A FENCE CORNER.  TURN LEFT FOR
 MF1329'0.05 MILE TO THE MARK ON THE RIGHT.
 MF1329'
 MF1329'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE W ON
 MF1329'ONE HUNDRED AND TWENTY-SEVENTH STREET FOR 0.25 MILE TO THE
 MF1329'MARK ON THE RIGHT.
 MF1329'
 MF1329'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MF1329
 MF1329                          STATION RECOVERY (1956)
 MF1329
 MF1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1329'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 MF1329'A NEW BUILDING AND A MICRO-WAVE TOWER HAVE BEEN ERECTED
 MF1329'JUST EAST OF THE STATION SINCE 1944.  A TOWER COULD NOT BE
 MF1329'ERECTED AT THIS TIME OVER THE STATION MARK OR REFERENCE MARK
 MF1329'1 AND 2, AS IT WOULD REQUIRE THE BLOCKING OF A FARM LANE
 MF1329'WHICH WAS IN USE DAILY BY THE LAND OWNER.  REFERENCE MARK
 MF1329'3 WAS ESTABLISHED AT THIS TIME AND WAS USED AS THE STATION.
 MF1329'
 MF1329'THE DISTANCES TO REFERENCE MARK 1 AND 2 WERE THE SAME AS
 MF1329'THE ORIGINAL MEASURMENTS.  THE DIRECTIONS TO R.M. 1 AND
 MF1329'2 WERE DIFFERENT FROM THE ORIGINAL OBSERVATIONS BY 63 SECONDS
 MF1329'AND 73 SECONDS RESPECTIVELY.  THE 1956 DIRECTIONS WERE RECHECKED.
 MF1329'
 MF1329'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MF1329'
 MF1329'THE STATION IS ABOUT 1-1/2 MILES SOUTHWEST OF LEMONT ON
 MF1329'A HIGH POINT OF GROUND NEAR THE LEMONT, MICRO-WAVE RELAY
 MF1329'STATION KSA 79 TOWER AND IS ON PROPERTY OWNED BY MR. JOE
 MF1329'KLAPPA.  IT IS SET IN A NORTH-SOUTH FENCE LINE, 77 FEET
 MF1329'WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 MF1329'19 FEET NORTHWEST OF A WHITE WITNESS POST AND 8 FEET WEST
 MF1329'OF THE CENTER OF A FARM LANE.  THE MARK PROJECTS 4 INCHES
 MF1329'AND THE DISK IS STAMPED LEMONT USE 1904 1944.
 MF1329'
 MF1329'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 MF1329'AND STATE STREET IN LEMONT, GO SOUTH ON STATE STREET FOR
 MF1329'1.15 MILES TO A PAVED CROSS-STREET (ONE HUNDRED AND TWENTY-SEVENTH
 MF1329'STREET).  TURN RIGHT AND GO WEST FOR 0.85 MILE TO A GRAVEL
 MF1329'DRIVEWAY ON THE RIGHT*.  TURN RIGHT AND GO NORTH ON THE
 MF1329'GRAVEL DRIVEWAY FOR 0.1 MILE TO A HOUSE ON THE LEFT.  CONTINUE
 MF1329'NORTH ON DRIVEWAY FOR 0.1 MILE TO THE TOP OF THE GRADE AND
 MF1329'THE STATION WEST OF THE CONCRETE BLOCK BUILDING.
 MF1329'
 MF1329'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON ONE
 MF1329'HUNDRED AND TWENTY-SEVENTH STREET FOR 0.4 MILE TO THE MARK ON
 MF1329'THE RIGHT.
 MF1329'
 MF1329'REFERENCE MARK 1 IS 110 FEET NORTHWEST OF THE NORTHWEST
 MF1329'CORNER OF THE CONCRETE BLOCK BUILDING, 9 FEET WEST OF THE
 MF1329'CENTER OF THE FARM LANE AND 1 FOOT WEST OF THE FENCE LINE.
 MF1329'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LEMONT
 MF1329'USE NO 1 1944.
 MF1329'
 MF1329'REFERENCE MARK 2 IS 76 FEET WEST OF THE SOUTHWEST CORNER
 MF1329'OF THE CONCRETE BLOCK BUILDING, 9 FEET WEST OF THE CENTER
 MF1329'OF THE FARM LANE AND 1 FOOT WEST OF THE FENCE LINE.  THE
 MF1329'MARK IS FLUSH AND THE DISK IS STAMPED LEMONT USE NO 2 1944.
 MF1329'
 MF1329'REFERENCE MARK 3 IS 47 FEET WEST OF THE NORTHWEST CORNER
 MF1329'OF THE CONCRETE BLOCK BUILDING, 20 FEET EAST OF THE CENTER
 MF1329'OF THE FARM LANE AND 11 FEET EAST OF THE FENCE LINE AND
 MF1329'A WHITE WITNESS POST.  THE MARK IS A 12 INCH SQUARE CONCRETE
 MF1329'MONUMENT, FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 MF1329'LEMONT USE NO 3 1904 1944.  A STANDARD REFERENCE MARK DISK WAS
 MF1329'SET IN A 10 INCH SQUARE BLOCK OF CONCRETE 36 INCHES BELOW THE
 MF1329'SURFACE MARK AND STAMPED LEMONT USE NO 3 1944.
 MF1329'
 MF1329'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF ONE HUNDRED
 MF1329'AND TWENTY-SEVENTH STREET, 50 FEET EAST OF A FENCE CORNER,
 MF1329'10 FEET WEST OF A TELEPHONE POLE, 1 FOOT EAST OF A WHITE
 MF1329'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 MF1329'PROJECTS 4 INCHES AND THE DISK IS STAMPED LEMONT USE 1944.
 MF1329
 MF1329                          STATION RECOVERY (1972)
 MF1329
 MF1329'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1329'LEMONT USE 1944-ALL MARKS RECOVERED IN GOOD CONDITION AS
 MF1329'DESCRIBED
 MF1329
 MF1329                          STATION RECOVERY (1994)
 MF1329
 MF1329'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 1994 (TB)
 MF1329'RECOVERY NOTE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE PREVIOUS
 MF1329'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1326 ***********************************************************************
 MF1326  DESIGNATION -  LEMONT RM 3
 MF1326  PID         -  MF1326
 MF1326  STATE/COUNTY-  IL/COOK
 MF1326  USGS QUAD   -  ROMEOVILLE (1993)
 MF1326
 MF1326                         *CURRENT SURVEY CONTROL
 MF1326  ___________________________________________________________________
 MF1326* NAD 83(1997)-  41 39 31.99074(N)    088 01 00.23192(W)     ADJUSTED  
 MF1326* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 MF1326  ___________________________________________________________________
 MF1326  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MF1326  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MF1326
 MF1326  HORZ ORDER  -  SECOND
 MF1326
 MF1326.The horizontal coordinates were established by classical geodetic methods
 MF1326.and adjusted by the National Geodetic Survey in October 1999..
 MF1326
 MF1326.The orthometric height was scaled from a topographic map.
 MF1326
 MF1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1326
 MF1326.The geoid height was determined by GEOID03.
 MF1326
 MF1326;                    North         East     Units Scale Factor Converg.
 MF1326;SPC IL E     -   554,264.496   326,369.717   MT  0.99998355   +0 12 37.6
 MF1326;SPC IL E     - 1,818,449.43  1,070,764.65   sFT  0.99998355   +0 12 37.6
 MF1326;UTM  16      - 4,612,403.164   415,348.020   MT  0.99968818   -0 40 33.1
 MF1326
 MF1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1326!SPC IL E     -   0.99996820  x   0.99998355  =   0.99995175
 MF1326!UTM  16      -   0.99996820  x   0.99968818  =   0.99965639
 MF1326
 MF1326:                Primary Azimuth Mark                     Grid Az
 MF1326:SPC IL E     -  LEMONT ST CYRIL CH BELFRY                055 03 35.5
 MF1326:UTM  16      -  LEMONT ST CYRIL CH BELFRY                055 56 46.2
 MF1326
 MF1326|---------------------------------------------------------------------|
 MF1326| PID    Reference Object                     Distance      Geod. Az  |
 MF1326|                                                           dddmmss.s |
 MF1326| ME3012 LEMONT ST CYRIL CH BELFRY           APPROX. 2.2 KM 0551613.1 |
 MF1326| CI7693 LEMONT RM 2                          24.145 METERS 20006     |
 MF1326| CI7691 LEMONT AZ MK                                       2422957.0 |
 MF1326| MF1329 LEMONT RESET                          8.998 METERS 28247     |
 MF1326| CI7692 LEMONT RM 1                          25.540 METERS 33843     |
 MF1326|---------------------------------------------------------------------|
 MF1326
 MF1326                          SUPERSEDED SURVEY CONTROL
 MF1326
 MF1326  NAD 83(1997)-  41 39 31.99086(N)    088 01 00.23256(W) AD(       ) 2
 MF1326  NAD 83(1986)-  41 39 31.99301(N)    088 01 00.23976(W) AD(       ) 2
 MF1326  NAD 27      -  41 39 31.88280(N)    088 01 00.02540(W) AD(       ) 2
 MF1326
 MF1326.Superseded values are not recommended for survey control.
 MF1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1326.See file dsdata.txt to determine how the superseded data were derived.
 MF1326
 MF1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1534812403(NAD 83)
 MF1326_MARKER: DS = TRIANGULATION STATION DISK
 MF1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1326
 MF1326  HISTORY     - Date     Condition        Report By
 MF1326  HISTORY     - 1956     MONUMENTED       CGS
 MF1326  HISTORY     - 1963     GOOD             ILHD
 MF1326  HISTORY     - 1972     GOOD             LOCENG
 MF1326
 MF1326                          STATION DESCRIPTION
 MF1326
 MF1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1326'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF LEMONT
 MF1326'ON A HIGH POINT OF GROUND NEAR THE LEMONT, MICRO-WAVE RELAY
 MF1326'STATION KSA 79 TOWER AND IS ON PROPERTY OWNED BY THE AT AND
 MF1326'T CO.  IT IS 47 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE
 MF1326'BLOCK BUILDING, 20 FEET EAST OF THE CENTER OF A FARM LANE
 MF1326'AND 11 FEET EAST OF A FENCE LINE AND A WHITE WITNESS POST.
 MF1326'THE MARK IS FLUSH AND THE SURFACE DISK IS STAMPED LEMONT
 MF1326'USE NO 3 1904 1944.  THE UNDERGROUND DISK IS STAMPED LEMONT
 MF1326'USE NO 3 1944.
 MF1326'
 MF1326'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 MF1326'AND STATE STREET IN LEMONT, GO SOUTH ON STATE STREET FOR
 MF1326'1.15 MILES TO A PAVED CROSS-STREET (ONE HUNDRED AND TWENTY-SEVENTH
 MF1326'STREET).  TURN RIGHT AND GO WEST FOR 0.85 MILE TO A GRAVEL
 MF1326'DRIVEWAY ON THE RIGHT*.  TURN RIGHT AND GO NORTH ON DRIVEWAY
 MF1326'FOR 0.1 MILE TO A HOUSE ON THE LEFT.  CONTINUE NORTH ON
 MF1326'GRAVEL DRIVEWAY FOR 0.1 MILE TO THE TOP OF GRADE AND THE
 MF1326'STATION.
 MF1326'
 MF1326'LEMONT (USE) 1904 1944 IS SET IN A NORTH-SOUTH FENCE LINE,
 MF1326'77 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE BLOCK
 MF1326'BUILDING, 19 FEET NORTHWEST OF A WHITE WITNESS POST AND
 MF1326'8 FEET WEST OF THE CENTER OF THE FARM LANE.  THE MARK PROJECTS
 MF1326'4 INCHES AND THE DISK IS STAMPED LEMONT USE 1904 1944.
 MF1326'
 MF1326'REFERENCE MARK 1 IS 110 FEET NORTHWEST OF THE NORTHWEST
 MF1326'CORNER OF THE CONCRETE BLOCK BUILDING, 9 FEET WEST OF THE
 MF1326'CENTER OF THE FARM LANE AND 1 FOOT WEST OF A FENCE LINE.
 MF1326'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LEMONT
 MF1326'USE NO 1 1944.
 MF1326'
 MF1326'REFERENCE MARK 2 IS 76 FEET WEST OF THE SOUTHWEST CORNER
 MF1326'OF THE CONCRETE BLOCK BUILDING, 9 FEET WEST OF THE CENTER
 MF1326'OF THE FARM LANE AND 1 FOOT WEST OF THE FENCE LINE.  THE
 MF1326'MARK IS FLUSH AND THE DISK IS STAMPED LEMONT USE NO 2 1944.
 MF1326'
 MF1326'THE AZIMUTH MARK IS 50 FEET EAST OF A FENCE CORNER, 22 FEET
 MF1326'NORTH OF THE CENTER OF ONE HUNDRED AND TWENTY-SEVENTH STREET,
 MF1326'10 FEET WEST OF A TELEPHONE POLE, 1 FOOT EAST OF A WHITE
 MF1326'WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 MF1326'PROJECTS 4 INCHES AND THE DISK IS STAMPED LEMONT USE 1944.
 MF1326'
 MF1326'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON ONE
 MF1326'HUNDRED AND TWENTY-SEVENTH STREET FOR 0.4 MILE TO THE MARK
 MF1326'ON THE RIGHT.
 MF1326'
 MF1326'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1326
 MF1326                          STATION RECOVERY (1963)
 MF1326
 MF1326'RECOVERY NOTE BY IL HIGHWAY DEPT 1963 (HB)
 MF1326'STATION RECOVERED BY SPRINGFIELD DIV HWY
 MF1326'
 MF1326'STATION, R.M. 1, R.M. 2 AND AZIMUTH MARK, HAVE BEEN RECOVERED
 MF1326'IN GOOD CONDITION, AS DESCRIBED, WITH THE FOLLOWING REVISION--
 MF1326'A 20 FT SQUARE CONCRETE BUILDING ADDITION HAS BEEN ADDED
 MF1326'AT NW CORNER OF BUILDING INDICATED.  THE NW CORNER OF ORIGINAL
 MF1326'BUILDING CAN STILL BE IDENTIFIED.
 MF1326
 MF1326                          STATION RECOVERY (1972)
 MF1326
 MF1326'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1326'LEMONT USE 1944 ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3012 ***********************************************************************
 ME3012  DESIGNATION -  LEMONT ST CYRIL CH BELFRY
 ME3012  PID         -  ME3012
 ME3012  STATE/COUNTY-  IL/COOK
 ME3012  USGS QUAD   -  SAG BRIDGE (1997)
 ME3012
 ME3012                         *CURRENT SURVEY CONTROL
 ME3012  ___________________________________________________________________
 ME3012* NAD 83(1997)-  41 40 13.29013(N)    087 59 40.75800(W)     ADJUSTED  
 ME3012* NAVD 88     -                                                        
 ME3012  ___________________________________________________________________
 ME3012  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 ME3012  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 ME3012
 ME3012  HORZ ORDER  -  THIRD
 ME3012
 ME3012.The horizontal coordinates were established by classical geodetic methods
 ME3012.and adjusted by the National Geodetic Survey in October 1999..
 ME3012
 ME3012
 ME3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3012
 ME3012.The geoid height was determined by GEOID03.
 ME3012
 ME3012;                    North         East     Units Scale Factor Converg.
 ME3012;SPC IL E     -   555,545.620   328,203.424   MT  0.99998478   +0 13 30.6
 ME3012;SPC IL E     - 1,822,652.59  1,076,780.73   sFT  0.99998478   +0 13 30.6
 ME3012;UTM  16      - 4,613,655.394   417,200.774   MT  0.99968436   -0 39 40.8
 ME3012
 ME3012                          SUPERSEDED SURVEY CONTROL
 ME3012
 ME3012  NAD 83(1997)-  41 40 13.29025(N)    087 59 40.75868(W) AD(       ) 4
 ME3012  NAD 83(1997)-  41 40 13.29262(N)    087 59 40.76576(W) AD(       ) 4
 ME3012  NAD 83(1986)-  41 40 13.29274(N)    087 59 40.76558(W) AD(       ) 4
 ME3012  NAD 27      -  41 40 13.18200(N)    087 59 40.55400(W) AD(       ) 3
 ME3012
 ME3012.Superseded values are not recommended for survey control.
 ME3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3012.See file dsdata.txt to determine how the superseded data were derived.
 ME3012
 ME3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1720113655(NAD 83)
 ME3012_MARKER: 75 = BELFRY
 ME3012_SETTING: 0 = UNSPECIFIED SETTING
 ME3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3012+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2005
 ME3012
 ME3012  HISTORY     - Date     Condition        Report By
 ME3012  HISTORY     - 1944     FIRST OBSERVED   CGS
 ME3012  HISTORY     - 1956     GOOD             CGS
 ME3012  HISTORY     - 1987     GOOD             USPSQD
 ME3012  HISTORY     - 1989     GOOD             USPSQD
 ME3012  HISTORY     - 20030927 GOOD             USPSQD
 ME3012  HISTORY     - 20050618 GOOD             GEOCAC
 ME3012
 ME3012                          STATION DESCRIPTION
 ME3012
 ME3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 ME3012'STATION IS LOCATED IN THE SE ANGLE OF THE INTERSECTION OF CZACKI AND
 ME3012'SOBIESKI STREETS IN THE VILLAGE OF LEMONT.  THE BELFRY IS ON
 ME3012'THE NW CORNER OF THE ST. CYRIL AND METHODIUS
 ME3012'POLISH CHURCH.  THE CHURCH IS OF
 ME3012'YELLOW BRICK CONSTRUCTION AND WAS
 ME3012'ERECTED IN 1929.  THE OVERALL HEIGHT IS 140 FEET.
 ME3012'
 ME3012'THE BASE OF A GOLD CROSS WHICH IS LOCATED AT THE PEAK OF THE
 ME3012'BELFRY ROOF WAS
 ME3012'THE POINT SIGHTED.
 ME3012
 ME3012                          STATION RECOVERY (1956)
 ME3012
 ME3012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3012'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 ME3012'ADEQUATE.
 ME3012
 ME3012                          STATION RECOVERY (1987)
 ME3012
 ME3012'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME3012'RECOVERED IN GOOD CONDITION.
 ME3012
 ME3012                          STATION RECOVERY (1989)
 ME3012
 ME3012'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3012'RECOVERED IN GOOD CONDITION.
 ME3012
 ME3012                          STATION RECOVERY (2003)
 ME3012
 ME3012'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAD)
 ME3012'RECOVERED IN GOOD CONDITION.
 ME3012
 ME3012                          STATION RECOVERY (2005)
 ME3012
 ME3012'RECOVERY NOTE BY GEOCACHING 2005 (CT)
 ME3012'GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1565 ***********************************************************************
 NH1565  DESIGNATION -  LENA ST JOSEPH CH TOWER
 NH1565  PID         -  NH1565
 NH1565  STATE/COUNTY-  IL/STEPHENSON
 NH1565  USGS QUAD   -  LENA (1977)
 NH1565
 NH1565                         *CURRENT SURVEY CONTROL
 NH1565  ___________________________________________________________________
 NH1565* NAD 83(1997)-  42 22 55.74415(N)    089 49 37.70448(W)     ADJUSTED  
 NH1565* NAVD 88     -                                                        
 NH1565  ___________________________________________________________________
 NH1565  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NH1565  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH1565
 NH1565  HORZ ORDER  -  THIRD
 NH1565
 NH1565.The horizontal coordinates were established by classical geodetic methods
 NH1565.and adjusted by the National Geodetic Survey in October 1999..
 NH1565
 NH1565
 NH1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1565
 NH1565.The geoid height was determined by GEOID03.
 NH1565
 NH1565;                    North         East     Units Scale Factor Converg.
 NH1565;SPC IL W     -   634,584.128   727,959.466   MT  0.99995079   +0 13 43.9
 NH1565;SPC IL W     - 2,081,964.76  2,388,313.68   sFT  0.99995079   +0 13 43.9
 NH1565;UTM  16      - 4,696,079.642   267,260.328   MT  1.00026652   -1 54 23.6
 NH1565
 NH1565                          SUPERSEDED SURVEY CONTROL
 NH1565
 NH1565  NAD 83(1997)-  42 22 55.74413(N)    089 49 37.70448(W) AD(       ) 4
 NH1565  NAD 83(1997)-  42 22 55.74283(N)    089 49 37.69099(W) AD(       ) 4
 NH1565  NAD 83(1986)-  42 22 55.74134(N)    089 49 37.68696(W) AD(       ) 4
 NH1565  NAD 27      -  42 22 55.68900(N)    089 49 37.26800(W) AD(       ) 3
 NH1565
 NH1565.Superseded values are not recommended for survey control.
 NH1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1565.See file dsdata.txt to determine how the superseded data were derived.
 NH1565
 NH1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6726096080(NAD 83)
 NH1565_MARKER: 55 = TOWER
 NH1565
 NH1565  HISTORY     - Date     Condition        Report By
 NH1565  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1565  HISTORY     - 1954     SEE DESCRIPTION  CGS
 NH1565  HISTORY     - 19961002 MARK NOT FOUND   USPSQD
 NH1565  HISTORY     - 20011210 MARK NOT FOUND   USPSQD
 NH1565
 NH1565                          STATION DESCRIPTION
 NH1565
 NH1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1565'THIS STATION IS THE TOWER ON THE ST. JOSEPHS CHURCH, IN THE
 NH1565'TOWN OF LENA, ILLINOIS.  IT IS LOCATED ON THE EAST SIDE OF
 NH1565'THE TOWN, ABOUT 60 FEET WEST OF THE CENTERLINE OF LENA STREET,
 NH1565'AND ABOUT 160 FEET NORTH OF THE CENTERLINE OF WATER STREET.
 NH1565'THE CHURCH WAS ERECTED IN 1895.  IT IS FAIRLY PROMINENT.
 NH1565'
 NH1565'THE TOWER IS A SQUARE WHITE WOODEN STRUCTURE ON THE EAST
 NH1565'END OF THE CHURCH.  IT IS ABOUT 60 FEET HIGH AND HAS AN
 NH1565'ARCHED LOUVERED WINDOW ON EACH SIDE AT THE TOP.  THERE IS A
 NH1565'LEDGE AROUND THE TOP, ON WHICH THERE IS A GABLE WITH A SMALL
 NH1565'ROUND WINDOW ON EACH SIDE OF THE TOWER.  THE STUBBY OCTAGONAL
 NH1565'GREY SPIRE-SHAPED ROOF IS ABOUT 25 FEET HIGH AND HAS A 5-FOOT
 NH1565'HEAVY GOLD CROSS AT ITS APEX.  THE TOTAL HEIGHT IS ABOUT
 NH1565'90 FEET.
 NH1565
 NH1565                          STATION RECOVERY (1954)
 NH1565
 NH1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1565'STATION WAS SEARCHED FOR BY ANGLE AND VISITED BUT WAS NOT
 NH1565'RECOVERED.  A NEW CHURCH WAS ERECTED NEAR THE ORIGINAL LOCATION
 NH1565'IN 1937 WHICH HAS NO TOWER ATOP.
 NH1565'
 NH1565'THIS IS AN INTERSECTION STATION.
 NH1565
 NH1565                          STATION RECOVERY (1996)
 NH1565
 NH1565'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1565'MARK NOT FOUND.
 NH1565
 NH1565                          STATION RECOVERY (2001)
 NH1565
 NH1565'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1565'DESCRIBED CHURCH BURNED DOWN IN 1937. REBUILT BUT NO TOWER. LENA AND
 NH1565'VERNON STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1566 ***********************************************************************
 NH1566  DESIGNATION -  LENA WATERWORKS TANK
 NH1566  PID         -  NH1566
 NH1566  STATE/COUNTY-  IL/STEPHENSON
 NH1566  USGS QUAD   -  LENA (1977)
 NH1566
 NH1566                         *CURRENT SURVEY CONTROL
 NH1566  ___________________________________________________________________
 NH1566* NAD 83(1997)-  42 22 48.75019(N)    089 49 41.62077(W)     ADJUSTED  
 NH1566* NAVD 88     -                                                        
 NH1566  ___________________________________________________________________
 NH1566  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 NH1566  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NH1566
 NH1566  HORZ ORDER  -  THIRD
 NH1566
 NH1566.The horizontal coordinates were established by classical geodetic methods
 NH1566.and adjusted by the National Geodetic Survey in October 1999..
 NH1566
 NH1566
 NH1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1566
 NH1566.The geoid height was determined by GEOID03.
 NH1566
 NH1566;                    North         East     Units Scale Factor Converg.
 NH1566;SPC IL W     -   634,367.980   727,870.742   MT  0.99995073   +0 13 41.3
 NH1566;SPC IL W     - 2,081,255.61  2,388,022.59   sFT  0.99995073   +0 13 41.3
 NH1566;UTM  16      - 4,695,866.882   267,163.581   MT  1.00026708   -1 54 26.0
 NH1566
 NH1566                          SUPERSEDED SURVEY CONTROL
 NH1566
 NH1566  NAD 83(1997)-  42 22 48.75018(N)    089 49 41.62076(W) AD(       ) 4
 NH1566  NAD 83(1997)-  42 22 48.74818(N)    089 49 41.61527(W) AD(       ) 4
 NH1566  NAD 83(1986)-  42 22 48.74663(N)    089 49 41.61313(W) AD(       ) 4
 NH1566  NAD 27      -  42 22 48.69600(N)    089 49 41.18700(W) AD(       ) 3
 NH1566
 NH1566.Superseded values are not recommended for survey control.
 NH1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1566.See file dsdata.txt to determine how the superseded data were derived.
 NH1566
 NH1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM6716495867(NAD 83)
 NH1566_MARKER: 53 = ELEVATED TANK
 NH1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NH1566+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2001
 NH1566
 NH1566  HISTORY     - Date     Condition        Report By
 NH1566  HISTORY     - 1935     FIRST OBSERVED   CGS
 NH1566  HISTORY     - 1954     GOOD             CGS
 NH1566  HISTORY     - 19961002 GOOD             USPSQD
 NH1566  HISTORY     - 20011210 GOOD             USPSQD
 NH1566
 NH1566                          STATION DESCRIPTION
 NH1566
 NH1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 NH1566'THIS STATION IS THE TANK AT THE LENA WATERWORKS, IN THE
 NH1566'TOWN OF LENA, ILLINOIS.  IT IS LOCATED IN THE NORTH CENTRAL
 NH1566'PART OF THE TOWN, ABOUT 60 FEET NORTHWEST OF THE CENTERLINE
 NH1566'OF SOUTH RAILROAD AVENUE, AND ABOUT 150 FEET SOUTHWEST OF
 NH1566'THE CENTERLINE OF WATER STREET, AT THE SOUTHWEST CORNER OF
 NH1566'THE WATERWORKS.  THE TANK WAS ERECTED IN 1895 AND IS QUITE
 NH1566'PROMINENT.
 NH1566'
 NH1566'THE BASE OF THE TOWER IS IN TWO SECTIONS.  THE LOWER SECTION
 NH1566'IS A ROUND STONE STRUCTURE ABOUT 50 FEET HIGH.  THE UPPER
 NH1566'SECTION IS A RED BRICK STRUCTURE ABOUT 40 FEET HIGH.  AT
 NH1566'THE TOP OF THIS BASE THERE IS AN OCTAGONAL, RAILED PLATFORM,
 NH1566'ON WHICH RESTS A SILVER HOOPED WOODEN TANK ABOUT 25 FEET HIGH.
 NH1566'THE TANK HAS A GREEN, FLAT, CONICAL ROOF WITH A FINIAL AT
 NH1566'ITS APEX.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
 NH1566
 NH1566                          STATION RECOVERY (1954)
 NH1566
 NH1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1566'STATION WAS CHECKED BY ANGLE AND VISITED AND FOUND IN GOOD
 NH1566'CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 NH1566'CHANGES--IT IS LOCATED BETWEEN WEST MAIN AND FREEDOM STREETS
 NH1566'ON THE W SIDE OF SOUTH VERNON STREET AND IS PAINTED BLACK.
 NH1566'THE TANK IS LOCATED AT THE SE CORNER OF THE WATERWORKS INSTEAD
 NH1566'OF THE SW CORNER.
 NH1566'
 NH1566'THIS IS AN INTERSECTION STATION.
 NH1566
 NH1566                          STATION RECOVERY (1996)
 NH1566
 NH1566'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1566'RECOVERED IN GOOD CONDITION.
 NH1566
 NH1566                          STATION RECOVERY (2001)
 NH1566
 NH1566'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3002 ***********************************************************************
 ME3002  DESIGNATION -  LENOX
 ME3002  PID         -  ME3002
 ME3002  STATE/COUNTY-  IL/WILL
 ME3002  USGS QUAD   -  MOKENA (1993)
 ME3002
 ME3002                         *CURRENT SURVEY CONTROL
 ME3002  ___________________________________________________________________
 ME3002* NAD 83(1997)-  41 30 15.15821(N)    087 56 24.57140(W)     ADJUSTED  
 ME3002* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 ME3002  ___________________________________________________________________
 ME3002  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 ME3002  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 ME3002
 ME3002  HORZ ORDER  -  THIRD
 ME3002
 ME3002.The horizontal coordinates were established by classical geodetic methods
 ME3002.and adjusted by the National Geodetic Survey in October 1999..
 ME3002
 ME3002.The orthometric height was scaled from a topographic map.
 ME3002
 ME3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3002
 ME3002.The geoid height was determined by GEOID03.
 ME3002
 ME3002;                    North         East     Units Scale Factor Converg.
 ME3002;SPC IL E     -   537,112.052   332,825.658   MT  0.99998826   +0 15 38.0
 ME3002;SPC IL E     - 1,762,175.12  1,091,945.51   sFT  0.99998826   +0 15 38.0
 ME3002;UTM  16      - 4,595,158.298   421,536.396   MT  0.99967576   -0 37 23.0
 ME3002
 ME3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3002!SPC IL E     -   0.99997056  x   0.99998826  =   0.99995882
 ME3002!UTM  16      -   0.99997056  x   0.99967576  =   0.99964633
 ME3002
 ME3002:                Primary Azimuth Mark                     Grid Az
 ME3002:SPC IL E     -  CHICAGO RAD STA WLS MAST                 052 56 13.4
 ME3002:UTM  16      -  CHICAGO RAD STA WLS MAST                 053 49 14.4
 ME3002
 ME3002|---------------------------------------------------------------------|
 ME3002| PID    Reference Object                     Distance      Geod. Az  |
 ME3002|                                                           dddmmss.s |
 ME3002| ME2994 CHICAGO RAD STA WLS MAST            APPROX. 9.5 KM 0531151.4 |
 ME3002| ME3003 MOKENA MUNICIPAL TANK               APPROX. 5.7 KM 0554849.7 |
 ME3002| CM3025 LENOX RM 1                           24.332 METERS 15306     |
 ME3002| CM3026 LENOX RM 2                           21.106 METERS 25623     |
 ME3002| MF1336 JOLIET RAD STA KSB 230 MAST         APPROX.14.7 KM 3061102.2 |
 ME3002| CM3024 LENOX AZ MK                                        3192549.9 |
 ME3002|---------------------------------------------------------------------|
 ME3002
 ME3002                          SUPERSEDED SURVEY CONTROL
 ME3002
 ME3002  NAD 83(1997)-  41 30 15.15805(N)    087 56 24.57192(W) AD(       ) 3
 ME3002  NAD 83(1997)-  41 30 15.16069(N)    087 56 24.57719(W) AD(       ) 3
 ME3002  NAD 83(1986)-  41 30 15.16066(N)    087 56 24.57717(W) AD(       ) 3
 ME3002  NAD 27      -  41 30 15.04430(N)    087 56 24.38770(W) AD(       ) 3
 ME3002
 ME3002.Superseded values are not recommended for survey control.
 ME3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3002.See file dsdata.txt to determine how the superseded data were derived.
 ME3002
 ME3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2153695158(NAD 83)
 ME3002_MARKER: DS = TRIANGULATION STATION DISK
 ME3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3002
 ME3002  HISTORY     - Date     Condition        Report By
 ME3002  HISTORY     - 1956     MONUMENTED       CGS
 ME3002
 ME3002                          STATION DESCRIPTION
 ME3002
 ME3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3002'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF NEW LENOX AND 5 MILES
 ME3002'WEST OF FRANKFORT.  IT IS 72 FEET
 ME3002'WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK MILK HOUSE, 23
 ME3002'FEET NORTH OF THE CENTER OF A
 ME3002'GRAVELED DRIVEWAY, 24 FEET NORTHEAST OF A POWER LINE
 ME3002'POLE AND 12 FEET EAST OF A WHITE WITNESS POST.
 ME3002'THE MARK IS FLUSH AND THE DISK IS
 ME3002'STAMPED LENOX 1956.
 ME3002'
 ME3002'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION
 ME3002'IN NEW LENOX, GO EAST ON U. S.
 ME3002'HIGHWAY 30 FOR 1.3 MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT
 ME3002'AND GO SOUTH FOR 0.5 MILE TO THE
 ME3002'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVEL
 ME3002'ROAD FOR 0.05 MILE TO A GRAVELED DRIVEWAY LEFT.
 ME3002'TURN LEFT AND GO EAST FOR 0.1 MILE TO
 ME3002'THE STATION ON THE LEFT.
 ME3002'
 ME3002'REFERENCE MARK 1 IS 47 FEET NORTH OF THE NORTHWEST CORNER OF A
 ME3002'GARAGE, 48 FEET SOUTHWEST
 ME3002'OF THE SOUTHWEST CORNER OF THE MILK HOUSE AND 34 FEET SOUTH OF A 24
 ME3002'INCH MULBERRY TREE.  THE MARK
 ME3002'IS FLUSH AND THE DISK IS STAMPED LENOX NO 1 1956.
 ME3002'
 ME3002'REFERENCE MARK 2 IS 50 FEET WEST OF A POWER LINE POLE, 10 FEET NORTH
 ME3002'OF THE CENTER OF THE
 ME3002'DRIVEWAY AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS FLUSH AND THE
 ME3002'DISK IS STAMPED LENOX NO 2
 ME3002'1956.
 ME3002'
 ME3002'THE AZIMUTH MARK IS 54 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 26
 ME3002'FEET WEST OF THE CENTER OF A
 ME3002'GRAVEL ROAD, 22 FEET NORTH OF A FENCE CORNER, 2 FEET SOUTHEAST OF A
 ME3002'WHITE WITNESS POST AND 1 FOOT EAST
 ME3002'OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 ME3002'THE DISK IS STAMPED LENOX 1956.
 ME3002'
 ME3002'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0562 ***********************************************************************
 LC0562  DESIGNATION -  LEROY
 LC0562  PID         -  LC0562
 LC0562  STATE/COUNTY-  IL/MCLEAN
 LC0562  USGS QUAD   -  LE ROY (1981)
 LC0562
 LC0562                         *CURRENT SURVEY CONTROL
 LC0562  ___________________________________________________________________
 LC0562* NAD 83(1997)-  40 19 58.47073(N)    088 45 27.84033(W)     ADJUSTED  
 LC0562* NAVD 88     -       238.964  (meters)     784.00   (feet)  ADJUSTED  
 LC0562  ___________________________________________________________________
 LC0562  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 LC0562  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC0562  DYNAMIC HT  -         238.850 (meters)     783.63  (feet)  COMP
 LC0562  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 LC0562
 LC0562  HORZ ORDER  -  SECOND
 LC0562  VERT ORDER  -  SECOND    CLASS 0
 LC0562
 LC0562.The horizontal coordinates were established by classical geodetic methods
 LC0562.and adjusted by the National Geodetic Survey in October 1999..
 LC0562
 LC0562.The orthometric height was determined by differential leveling
 LC0562.and adjusted by the National Geodetic Survey in June 1991..
 LC0562
 LC0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0562
 LC0562.The geoid height was determined by GEOID03.
 LC0562
 LC0562.The dynamic height is computed by dividing the NAVD 88
 LC0562.geopotential number by the normal gravity value computed on the
 LC0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0562.degrees latitude (g = 980.6199 gals.).
 LC0562
 LC0562.The modeled gravity was interpolated from observed gravity values.
 LC0562
 LC0562;                    North         East     Units Scale Factor Converg.
 LC0562;SPC IL E     -   407,051.279   263,936.296   MT  0.99999100   -0 16 28.9
 LC0562;SPC IL E     - 1,335,467.40    865,931.00   sFT  0.99999100   -0 16 28.9
 LC0562;UTM  16      - 4,466,190.486   350,687.725   MT  0.99987444   -1 08 16.3
 LC0562
 LC0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0562!SPC IL E     -   0.99996752  x   0.99999100  =   0.99995852
 LC0562!UTM  16      -   0.99996752  x   0.99987444  =   0.99984196
 LC0562
 LC0562|---------------------------------------------------------------------|
 LC0562| PID    Reference Object                     Distance      Geod. Az  |
 LC0562|                                                           dddmmss.s |
 LC0562| LC0561 LEROY RM 1                                         22147     |
 LC0562| LC1614 LEROY RM 3                           15.390 METERS 22310     |
 LC0562| LC0563 LEROY RM 2                           14.547 METERS 29930     |
 LC0562| LC0564 LEROY AZ MK                                        3492551.2 |
 LC0562|---------------------------------------------------------------------|
 LC0562
 LC0562                          SUPERSEDED SURVEY CONTROL
 LC0562
 LC0562  NAD 83(1986)-  40 19 58.48305(N)    088 45 27.84354(W) AD(       ) 2
 LC0562  NAD 27      -  40 19 58.35760(N)    088 45 27.58850(W) AD(       ) 2
 LC0562  NGVD 29 (??/??/92)  239.021  (m)          784.19   (f) ADJ UNCH    2 0
 LC0562
 LC0562.Superseded values are not recommended for survey control.
 LC0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0562.See file dsdata.txt to determine how the superseded data were derived.
 LC0562
 LC0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK5068866190(NAD 83)
 LC0562_MARKER: DS = TRIANGULATION STATION DISK
 LC0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0562_STAMPING: LEROY 1959
 LC0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0562+STABILITY: SURFACE MOTION
 LC0562
 LC0562  HISTORY     - Date     Condition        Report By
 LC0562  HISTORY     - 1959     MONUMENTED       CGS
 LC0562  HISTORY     - 1959     GOOD             CGS
 LC0562  HISTORY     - 1977     GOOD             NGS
 LC0562
 LC0562                          STATION DESCRIPTION
 LC0562
 LC0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0562'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF
 LC0562'LE ROY AND ABOUT 9 MILES NORTHWEST OF FARMER CITY ON ROAD
 LC0562'RIGHT-OF-WAY, JUST WEST OF THE FARM HOME OF MR. J.M. ARVIN.
 LC0562'
 LC0562'TO REACH THE STATION FROM THE INTERSECTIONS OF U.S. HIGHWAY
 LC0562'150 AND SOUTH CHESTNUT STREET IN THE SOUTH EDGE OF LE ROY,
 LC0562'GO SOUTH ON SOUTH CHESTNUT STREET FOR 0.2 MILE, JOG LEFT
 LC0562'FOR 0.05 MILE, THEN RIGHT FOR 0.1 MILE TO AZIMUTH MARK ON
 LC0562'RIGHT, CONTINUE SOUTH ON SURFACED ROAD FOR 0.5 MILE TO A T
 LC0562'INTERSECTION.  TURN LEFT ON SURFACED ROAD FOR 0.1 MILE TO
 LC0562'STATION ON LEFT AS DESCRIBED.
 LC0562'
 LC0562'THE STATION MARK IS A STANDARD STATION MARK DISK STAMPED
 LC0562'LEROY 1959, SET IN A 6 X 6 INCH CONCRETE POST FLUSH WITH THE
 LC0562'GROUND.  IT IS 1.4 FEET SOUTH OF WITNESS POST, 2 FEET SOUTH
 LC0562'OF FENCE, 23.5 FEET NORTH OF CENTER OF ROAD AND 14.5 FEET
 LC0562'WEST OF LARGE TREE.
 LC0562'
 LC0562'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK
 LC0562'STAMPED LEROY NO 1 1959, SET IN A 6 X 6 INCH CONCRETE POST
 LC0562'WHICH PROJECTS ABOUT 3 INCHES.  IT IS 25 FEET SOUTH OF CENTER
 LC0562'OF ROAD, 9 FEET WEST-SOUTHWEST OF A POWER POLE WITH TRIANGLE
 LC0562'BLAZE AND 2 FEET NORTH OF FENCE.
 LC0562'
 LC0562'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK
 LC0562'STAMPED LEROY NO 2 1959, SET IN A 6 X 6 INCH CONCRETE POST
 LC0562'WHICH PROJECTS ABOUT 3 INCHES.  IT IS 3 FEET SOUTHEAST OF A
 LC0562'TELEPHONE POLE, 2.5 FEET SOUTH OF FENCE AND 24 FEET NORTH
 LC0562'OF CENTER OF ROAD.
 LC0562'
 LC0562'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED LEROY 1959,
 LC0562'SET IN A 6 X 6 INCH CONCRETE POST WHICH PROJECTS ABOUT 4
 LC0562'INCHES.  IT IS 2.5 FEET EAST OF FENCE, 1.8 FEET EAST OF WITNESS
 LC0562'POST AND 33 FEET WEST OF CENTER OF ROAD.
 LC0562
 LC0562                          STATION RECOVERY (1959)
 LC0562
 LC0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0562'1 MI SE FROM LEROY.
 LC0562'ABOUT 0.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0562'FROM THE STATION AT LE ROY, THENCE 0.45 MILES SOUTH ALONG AN
 LC0562'ASPHALT ROAD, THENCE 0.15 MILES EAST ALONG AN ASPHALT ROAD, NEAR
 LC0562'A FARM DRIVE NORTH, 24 FEET NORTH-NORTHEAST OF THE CENTER LINE
 LC0562'OF THE ROAD, 212 FEET WEST-NORTHWEST OF A FENCE CORNER, 45
 LC0562'FEET NORTHEAST OF A POWER POLE, 1.5 FEET SOUTH OF A METAL
 LC0562'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 LC0562'A CONCRETE POST PROJECTING 2 INCHES.
 LC0562
 LC0562                          STATION RECOVERY (1977)
 LC0562
 LC0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LC0562'STATION MARK AND REFERENCE MARK 2 FOUND IN GOOD CONDITION.  REFERENCE
 LC0562'MARK 1 WAS FOUND WITH THE DISK SHEARED OFF.  THE AZIMUTH MARK WAS
 LC0562'NOT FOUND AND ASSUMED DESTROYED BY ROAD CONSTRUCTION.  THERE WAS NO
 LC0562'VISIBLE OBJECT TO SET A NEW AZIMUTH MARK FROM.  RERERENCE MARK
 LC0562'3 WAS SET.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.  DUE TO ROAD
 LC0562'CHANGES A NEW DESCRIPTION FOLLOWS--
 LC0562'
 LC0562'THE STATION IS ABOUT 1 MILE SOUTH OF LEROY AND ON ROAD
 LC0562'RIGHT-OF-WAY.  IT IS 23 FEET NORTH OF THE CENTERLINE OF PAVED ROAD,
 LC0562'51 FEET EAST OF A TELEPHONE UNDERGROUND CABLE SIGN AND 1 FOOT SOUTH
 LC0562'OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK STAMPED
 LC0562'LEROY 1959.
 LC0562'
 LC0562'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 150 AND
 LC0562'SOUTH CHESTNUT STREET AT THE SOUTH EDGE OF LEROY, GO SOUTH ON
 LC0562'CHESTNUT STREET FOR 0.55 MILE TO THE OVERPASS OF INTERSTATE HIGHWAY
 LC0562'74.  CONTINUE SOUTH FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 LC0562'AND GO IN AN EASTERLY DIRECTION FOR 0.6 MILE TO THE STATION ON THE
 LC0562'LEFT AS DESCRIBED AND THE MARSH STUD FARM ON THE RIGHT.
 LC0562'
 LC0562'REFERENCE MARK 2 IS 24 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 LC0562'4 FEET SOUTHEAST OF THE TELEPHONE UNDERGROUND CABLE SIGN.  THE
 LC0562'MONUMENT IS FLUSH AND THE DISK STAMPED LEROY NO 2 1959.
 LC0562'
 LC0562'REFERENCE MARK 3 IS 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LC0562'14.5 FEET NORTH OF A WIRE FENCE AND 10 FEET SOUTHWEST OF A POWER
 LC0562'POLE.  THE MONUMENT IS FLUSH AND THE DISK STAMPED LEROY 1959 NO 3
 LC0562'1977.
 LC0562'
 LC0562'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-MILE SOUTH OF
 LC0562'LEROY.
 LC0562'
 LC0562'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0564 ***********************************************************************
 LC0564  DESIGNATION -  LEROY AZ MK
 LC0564  PID         -  LC0564
 LC0564  STATE/COUNTY-  IL/MCLEAN
 LC0564  USGS QUAD   -  LE ROY (1981)
 LC0564
 LC0564                         *CURRENT SURVEY CONTROL
 LC0564  ___________________________________________________________________
 LC0564* NAD 83(1986)-  40 20 27.     (N)    088 45 33.     (W)     SCALED    
 LC0564* NAVD 88     -       236.363  (meters)     775.47   (feet)  ADJUSTED  
 LC0564  ___________________________________________________________________
 LC0564  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC0564  DYNAMIC HT  -         236.251 (meters)     775.10  (feet)  COMP
 LC0564  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 LC0564
 LC0564  VERT ORDER  -  SECOND    CLASS 0
 LC0564
 LC0564.The horizontal coordinates were scaled from a topographic map and have
 LC0564.an estimated accuracy of +/- 6 seconds.
 LC0564
 LC0564.The orthometric height was determined by differential leveling
 LC0564.and adjusted by the National Geodetic Survey in June 1991..
 LC0564
 LC0564.The geoid height was determined by GEOID03.
 LC0564
 LC0564.The dynamic height is computed by dividing the NAVD 88
 LC0564.geopotential number by the normal gravity value computed on the
 LC0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0564.degrees latitude (g = 980.6199 gals.).
 LC0564
 LC0564.The modeled gravity was interpolated from observed gravity values.
 LC0564
 LC0564;                    North         East    Units  Estimated Accuracy
 LC0564;SPC IL E     -   407,930.      263,820.      MT  (+/- 180 meters Scaled)
 LC0564
 LC0564                          SUPERSEDED SURVEY CONTROL
 LC0564
 LC0564  NGVD 29 (??/??/92)  236.420  (m)          775.65   (f) ADJ UNCH    2 0
 LC0564
 LC0564.Superseded values are not recommended for survey control.
 LC0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0564.See file dsdata.txt to determine how the superseded data were derived.
 LC0564
 LC0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK505670(NAD 83)
 LC0564_MARKER: DZ = AZIMUTH MARK DISK
 LC0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0564_STAMPING: LEROY 1959
 LC0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0564+STABILITY: SURFACE MOTION
 LC0564
 LC0564  HISTORY     - Date     Condition        Report By
 LC0564  HISTORY     - 1959     MONUMENTED       CGS
 LC0564  HISTORY     - 1979     MARK NOT FOUND   USGS
 LC0564
 LC0564                          STATION DESCRIPTION
 LC0564
 LC0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0564'0.6 MI SE FROM LE ROY.
 LC0564'ABOUT 0.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0564'FROM THE STATION AT LE ROY, THENCE 0.2 MILES SOUTH ALONG AN
 LC0564'ASPHALT ROAD, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF AN ASPHALT
 LC0564'ROAD WEST, ABOUT 0.05 MILE NORTH OF A FARM HOUSE WEST OF THE
 LC0564'ROAD, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 292 FEET
 LC0564'NORTH OF THE CENTER LINE OF THE DRIVEWAY WEST TO A FARM HOUSE,
 LC0564'81 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE THIRD TELEPHONE
 LC0564'POLE NORTH OF THE FARM HOUSE, 2 1/2 FEET EAST OF A FENCE, 155
 LC0564'FEET NORTH OF A FENCE CORNER, 1.8 FEET EAST OF A METAL WITNESS
 LC0564'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 LC0564'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0564
 LC0564                          STATION RECOVERY (1979)
 LC0564
 LC0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LC0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0561 ***********************************************************************
 LC0561  DESIGNATION -  LEROY RM 1
 LC0561  PID         -  LC0561
 LC0561  STATE/COUNTY-  IL/MCLEAN
 LC0561  USGS QUAD   -  LE ROY (1981)
 LC0561
 LC0561                         *CURRENT SURVEY CONTROL
 LC0561  ___________________________________________________________________
 LC0561* NAD 83(1986)-  40 19 58.     (N)    088 45 27.     (W)     SCALED    
 LC0561* NAVD 88     -       238.862  (meters)     783.67   (feet)  ADJUSTED  
 LC0561  ___________________________________________________________________
 LC0561  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC0561  DYNAMIC HT  -         238.748 (meters)     783.29  (feet)  COMP
 LC0561  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 LC0561
 LC0561  VERT ORDER  -  SECOND    CLASS 0
 LC0561
 LC0561.The horizontal coordinates were scaled from a topographic map and have
 LC0561.an estimated accuracy of +/- 6 seconds.
 LC0561
 LC0561.The orthometric height was determined by differential leveling
 LC0561.and adjusted by the National Geodetic Survey in June 1991..
 LC0561
 LC0561.The geoid height was determined by GEOID03.
 LC0561
 LC0561.The dynamic height is computed by dividing the NAVD 88
 LC0561.geopotential number by the normal gravity value computed on the
 LC0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0561.degrees latitude (g = 980.6199 gals.).
 LC0561
 LC0561.The modeled gravity was interpolated from observed gravity values.
 LC0561
 LC0561;                    North         East    Units  Estimated Accuracy
 LC0561;SPC IL E     -   407,040.      263,960.      MT  (+/- 180 meters Scaled)
 LC0561
 LC0561                          SUPERSEDED SURVEY CONTROL
 LC0561
 LC0561  NGVD 29 (??/??/92)  238.918  (m)          783.85   (f) ADJ UNCH    2 0
 LC0561
 LC0561.Superseded values are not recommended for survey control.
 LC0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0561.See file dsdata.txt to determine how the superseded data were derived.
 LC0561
 LC0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK507661(NAD 83)
 LC0561_MARKER: DR = REFERENCE MARK DISK
 LC0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0561_STAMPING: LEROY NO 1 1959
 LC0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0561+STABILITY: SURFACE MOTION
 LC0561
 LC0561  HISTORY     - Date     Condition        Report By
 LC0561  HISTORY     - 1959     MONUMENTED       CGS
 LC0561
 LC0561                          STATION DESCRIPTION
 LC0561
 LC0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0561'1 MI SE FROM LE ROY.
 LC0561'ABOUT 0.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0561'FROM THE STATION AT LE ROY, THENCE 0.45 MILES SOUTH ALONG AN
 LC0561'ASPHALT ROAD, THENCE 0.15 MILES EAST ALONG AN ASPHALT ROAD, NEAR
 LC0561'A FRAM DRIVE NORTH, 26 FEET SOUTH-SOUTHWEST OF THE CENTER LINE
 LC0561'OF THE ROAD, 2 1/2 FEET NORTH-NORTHEAST OF A FENCE, 230 FEET
 LC0561'WEST-NORTHWEST OF THE EXTENDED CENTER LINE OF THE FARM DRIVEWAY,
 LC0561'8 1/2 FEET WEST OF A POWER POLE, 115 FEET SOUTHWEST OF A FENCE
 LC0561'CORNER, 50.1 FEET SOUTHWEST OF TRIANGULATION STATION LEROY, 51.6
 LC0561'FEET SOUTHWEST OF A META WITNESS POST, ABOUT 1/2 FOOT BELOW
 LC0561'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0561'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0563 ***********************************************************************
 LC0563  DESIGNATION -  LEROY RM 2
 LC0563  PID         -  LC0563
 LC0563  STATE/COUNTY-  IL/MCLEAN
 LC0563  USGS QUAD   -  LE ROY (1981)
 LC0563
 LC0563                         *CURRENT SURVEY CONTROL
 LC0563  ___________________________________________________________________
 LC0563* NAD 83(1986)-  40 19 58.     (N)    088 45 27.     (W)     SCALED    
 LC0563* NAVD 88     -       238.955  (meters)     783.97   (feet)  ADJUSTED  
 LC0563  ___________________________________________________________________
 LC0563  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC0563  DYNAMIC HT  -         238.840 (meters)     783.59  (feet)  COMP
 LC0563  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 LC0563
 LC0563  VERT ORDER  -  SECOND    CLASS 0
 LC0563
 LC0563.The horizontal coordinates were scaled from a topographic map and have
 LC0563.an estimated accuracy of +/- 6 seconds.
 LC0563
 LC0563.The orthometric height was determined by differential leveling
 LC0563.and adjusted by the National Geodetic Survey in June 1991..
 LC0563
 LC0563.The geoid height was determined by GEOID03.
 LC0563
 LC0563.The dynamic height is computed by dividing the NAVD 88
 LC0563.geopotential number by the normal gravity value computed on the
 LC0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0563.degrees latitude (g = 980.6199 gals.).
 LC0563
 LC0563.The modeled gravity was interpolated from observed gravity values.
 LC0563
 LC0563;                    North         East    Units  Estimated Accuracy
 LC0563;SPC IL E     -   407,040.      263,960.      MT  (+/- 180 meters Scaled)
 LC0563
 LC0563                          SUPERSEDED SURVEY CONTROL
 LC0563
 LC0563  NGVD 29 (??/??/92)  239.011  (m)          784.16   (f) ADJ UNCH    2 0
 LC0563
 LC0563.Superseded values are not recommended for survey control.
 LC0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0563.See file dsdata.txt to determine how the superseded data were derived.
 LC0563
 LC0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK507661(NAD 83)
 LC0563_MARKER: DR = REFERENCE MARK DISK
 LC0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0563_STAMPING: LEROY NO 2 1959
 LC0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0563+STABILITY: SURFACE MOTION
 LC0563
 LC0563  HISTORY     - Date     Condition        Report By
 LC0563  HISTORY     - 1959     MONUMENTED       CGS
 LC0563
 LC0563                          STATION DESCRIPTION
 LC0563
 LC0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0563'1 MI SE FROM LE ROY.
 LC0563'ABOUT 0.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC0563'FROM THE STATION AT LE ROY, THENCE 0.45 MILES SOUTH ALONG AN
 LC0563'ASPHALT ROAD, THENCE 0.15 MILES EAST ALONG AN ASPHALT ROAD, NEAR
 LC0563'A FARM DRIVE NORTH, 24 FEET NORTH-NORTHWEST OF THE CENTER LINE
 LC0563'OF THE ROAD, 2 FEET SOUTH-SOUTHWEST OF A FENCE, 260 FEET
 LC0563'WEST-NORTHWEST OF THE CENTER LINE OF THE FARM DRIVE, 139 FEET
 LC0563'WEST-NORTHWEST OF A FENCE CORNER, 3 FEET SOUTH OF A TELEPHONE
 LC0563'POLE, 63 FEET NORTHWEST OF A POWER POLE, 47.7 FEET WEST-NORTHWEST
 LC0563'OF A METAL WITNESS POST, 47.8 FEET WEST-NORTHWEST OF
 LC0563'TRIANGULATION STATION LEROY, ABOUT LEVEL WITH THE ROAD AND SET
 LC0563'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1614 ***********************************************************************
 LC1614  DESIGNATION -  LEROY RM 3
 LC1614  PID         -  LC1614
 LC1614  STATE/COUNTY-  IL/MCLEAN
 LC1614  USGS QUAD   -  LE ROY (1981)
 LC1614
 LC1614                         *CURRENT SURVEY CONTROL
 LC1614  ___________________________________________________________________
 LC1614* NAD 83(1986)-  40 19 58.     (N)    088 45 27.     (W)     SCALED    
 LC1614* NAVD 88     -       238.78   (+/-2cm)     783.4    (feet)  VERTCON   
 LC1614  ___________________________________________________________________
 LC1614  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC1614
 LC1614  VERT ORDER  -  THIRD (See Below)
 LC1614
 LC1614.The horizontal coordinates were scaled from a topographic map and have
 LC1614.an estimated accuracy of +/- 6 seconds.
 LC1614
 LC1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1614.The vertical order pertains to the NGVD 29 superseded value.
 LC1614
 LC1614.The geoid height was determined by GEOID03.
 LC1614
 LC1614;                    North         East    Units  Estimated Accuracy
 LC1614;SPC IL E     -   407,040.      263,960.      MT  (+/- 180 meters Scaled)
 LC1614
 LC1614                          SUPERSEDED SURVEY CONTROL
 LC1614
 LC1614  NGVD 29 (03/28/06)  238.83   (m)          783.6    (f) RESET       3  
 LC1614
 LC1614.Superseded values are not recommended for survey control.
 LC1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1614.See file dsdata.txt to determine how the superseded data were derived.
 LC1614
 LC1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK507661(NAD 83)
 LC1614_MARKER: DR = REFERENCE MARK DISK
 LC1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1614_STAMPING: LEROY 1959 NO 3 1977
 LC1614_PROJECTION: FLUSH
 LC1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1614+STABILITY: SURFACE MOTION
 LC1614
 LC1614  HISTORY     - Date     Condition        Report By
 LC1614  HISTORY     - 1977     MONUMENTED       NGS
 LC1614
 LC1614                          STATION DESCRIPTION
 LC1614
 LC1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 LC1614'1.05 MI SE FROM LEROY.
 LC1614'0.45 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 LC1614'STATION IN LEROY, THENCE 0.45 MILES SOUTH ALONG AN ASPHALT ROAD,
 LC1614'THENCE 0.15 MILE EAST ALONG A BLACK TOP ROAD NEAR A FARM ROAD NORTH,
 LC1614'60.74 FEET SOUTHEAST OF RM 2, 50.49 FEET SOUTH OF THE STATION, 25 FEET
 LC1614'SOUTH OF THE CENTERLINE OF THE ROAD, 14.5 FEET NORTH OF A FENCE LINE
 LC1614'AND 10 FEET SOUTHWEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9009 ***********************************************************************
 DE9009  DESIGNATION -  LEV MAINT
 DE9009  PID         -  DE9009
 DE9009  STATE/COUNTY-  IL/CHAMPAIGN
 DE9009  USGS QUAD   -  THOMASBORO (1975)
 DE9009
 DE9009                         *CURRENT SURVEY CONTROL
 DE9009  ___________________________________________________________________
 DE9009* NAD 83(1997)-  40 11 15.08644(N)    088 14 18.02935(W)     ADJUSTED  
 DE9009* NAVD 88     -       222.6    (meters)     730.     (feet)  GPS OBS   
 DE9009  ___________________________________________________________________
 DE9009  X           -     150,003.330 (meters)                     COMP
 DE9009  Y           -  -4,877,136.622 (meters)                     COMP
 DE9009  Z           -   4,094,037.087 (meters)                     COMP
 DE9009  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 DE9009  ELLIP HEIGHT-         190.41  (meters)          (12/06/04) GPS OBS
 DE9009  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 DE9009
 DE9009  HORZ ORDER  -  FIRST
 DE9009  ELLP ORDER  -  FOURTH    CLASS I
 DE9009
 DE9009.The horizontal coordinates were established by GPS observations
 DE9009.and adjusted by the National Geodetic Survey in December 2002..
 DE9009
 DE9009.The orthometric height was determined by GPS observations and a
 DE9009.high-resolution geoid model.
 DE9009
 DE9009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9009
 DE9009.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9009
 DE9009.The ellipsoidal height was determined by GPS observations
 DE9009.and is referenced to NAD 83.
 DE9009
 DE9009.The geoid height was determined by GEOID03.
 DE9009
 DE9009;                    North         East     Units Scale Factor Converg.
 DE9009;SPC IL E     -   390,826.117   308,089.286   MT  0.99997581   +0 03 40.7
 DE9009;SPC IL E     - 1,282,235.35  1,010,789.60   sFT  0.99997581   +0 03 40.7
 DE9009;UTM  16      - 4,449,306.057   394,583.873   MT  0.99973680   -0 47 57.0
 DE9009
 DE9009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9009!SPC IL E     -   0.99997013  x   0.99997581  =   0.99994594
 DE9009!UTM  16      -   0.99997013  x   0.99973680  =   0.99970694
 DE9009
 DE9009                          SUPERSEDED SURVEY CONTROL
 DE9009
 DE9009  ELLIP H (12/18/02)  190.41   (m)                       GP(       ) 4 2
 DE9009
 DE9009.Superseded values are not recommended for survey control.
 DE9009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9009.See file dsdata.txt to determine how the superseded data were derived.
 DE9009
 DE9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9458449306(NAD 83)
 DE9009_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE9009_SETTING: 0 = UNSPECIFIED SETTING
 DE9009_STAMPING: LEV MAINT
 DE9009_MARK LOGO: ILDT  
 DE9009_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9009+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE9009
 DE9009  HISTORY     - Date     Condition        Report By
 DE9009  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE9009
 DE9009                          STATION DESCRIPTION
 DE9009
 DE9009'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE9009'THE STATION IS  LOCATED AT THE ILLINOIS DEPARTMENT OF
 DE9009'TRANSPORTATION - LEVERETT  STORAGE FACILITY,  160 EAST LEVERETTE
 DE9009'ROAD LEVERETT  -  ILLINOIS . CALL  217.643.2025  FOR ACCESS
 DE9009'INFORMATION  (NORMAL OPERATING HOURS ARE 7-30 AM  UNTIL 4-00 PM -
 DE9009'HOURS MAY CHANGE DUE TO SEASONAL CONSIDERATIONS).
 DE9009' 
 DE9009'THE STATION IS LOCATED ABOUT 4.5 MI (7.3 KM) NORTH OF CHAMPAIGN,
 DE9009'ABOUT 8.8 MI (14.4 KM) EAST OF MAHOMET. TO REACH FROM THE JUNCTION
 DE9009' AT THE INTERSTATE 57 (EXIT 240)   AND ROUTE 20, GO EAST ON
 DE9009'ROUTE 20 ABOUT 0.1 MI (0.15 KM) TO THE CROSSROAD 1200 E COUNTY ROAD,
 DE9009'TURN LEFT GO NORTH ON 1200 E COUNTY ROAD ABOUT 0.1 MI ( 0.15 KM ) TO
 DE9009'THE ENTRANCE STORAGE  FACILITY. PROCEED TO THE NORTHMOST LIMIT OF
 DE9009'THE FACILITY AND THE STATION AS DESCRIBED.  THE STATION IS  15 FEET
 DE9009'SOUTHWEST OF THE NORTH FENCE CORNER OF FENCE AROUND STORAGE.
 DE9009' IT IS  17.9 FT SOUTHWEST OF THE MONITORING WELL CHM-95C, 9.4  FT
 DE9009'EAST OF THE STEEL WITNESS POST.
 DE9009' 
 DE9009'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE9009'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE9009'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE9009'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE9009'POINT ISE INSIDE THE YARD WHEREAS THE AZIMUTH IS OUTSIDE AND
 DE9009'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE9009'ARE STAMPED ILL DEPT OF TRANSPORTATION  EACH WITH THEIR
 DE9009'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE9009'A PUNCHED DATUM POINT.
 DE9009' 
 DE9009' 
 DE9009' 
 DE9009'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8991 ***********************************************************************
 DE8991  DESIGNATION -  LEV MAINT AZ
 DE8991  PID         -  DE8991
 DE8991  STATE/COUNTY-  IL/CHAMPAIGN
 DE8991  USGS QUAD   -  THOMASBORO (1975)
 DE8991
 DE8991                         *CURRENT SURVEY CONTROL
 DE8991  ___________________________________________________________________
 DE8991* NAD 83(1997)-  40 11 40.78719(N)    088 13 55.98230(W)     ADJUSTED  
 DE8991* NAVD 88     -       221.9    (meters)     728.     (feet)  GPS OBS   
 DE8991  ___________________________________________________________________
 DE8991  X           -     150,508.836 (meters)                     COMP
 DE8991  Y           -  -4,876,608.724 (meters)                     COMP
 DE8991  Z           -   4,094,642.236 (meters)                     COMP
 DE8991  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DE8991  ELLIP HEIGHT-         189.76  (meters)          (12/06/04) GPS OBS
 DE8991  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 DE8991
 DE8991  HORZ ORDER  -  FIRST
 DE8991  ELLP ORDER  -  FOURTH    CLASS I
 DE8991
 DE8991.The horizontal coordinates were established by GPS observations
 DE8991.and adjusted by the National Geodetic Survey in December 2002..
 DE8991
 DE8991.The orthometric height was determined by GPS observations and a
 DE8991.high-resolution geoid model.
 DE8991
 DE8991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8991
 DE8991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8991
 DE8991.The ellipsoidal height was determined by GPS observations
 DE8991.and is referenced to NAD 83.
 DE8991
 DE8991.The geoid height was determined by GEOID03.
 DE8991
 DE8991;                    North         East     Units Scale Factor Converg.
 DE8991;SPC IL E     -   391,619.387   308,609.904   MT  0.99997591   +0 03 54.9
 DE8991;SPC IL E     - 1,284,837.94  1,012,497.66   sFT  0.99997591   +0 03 54.9
 DE8991;UTM  16      - 4,450,091.230   395,116.219   MT  0.99973542   -0 47 43.2
 DE8991
 DE8991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8991!SPC IL E     -   0.99997023  x   0.99997591  =   0.99994614
 DE8991!UTM  16      -   0.99997023  x   0.99973542  =   0.99970566
 DE8991
 DE8991                          SUPERSEDED SURVEY CONTROL
 DE8991
 DE8991  ELLIP H (12/18/02)  189.75   (m)                       GP(       ) 4 2
 DE8991
 DE8991.Superseded values are not recommended for survey control.
 DE8991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8991.See file dsdata.txt to determine how the superseded data were derived.
 DE8991
 DE8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9511650091(NAD 83)
 DE8991_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DE8991_SETTING: 0 = UNSPECIFIED SETTING
 DE8991_STAMPING: LEV MAINT AZ
 DE8991_MARK LOGO: ILDT  
 DE8991_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8991+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 DE8991
 DE8991  HISTORY     - Date     Condition        Report By
 DE8991  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8991  HISTORY     - 20031008 GOOD             BCA
 DE8991
 DE8991                          STATION DESCRIPTION
 DE8991
 DE8991'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8991'THE STATION IS  LOCATED 0.4 MI ( 0.66 KM ) NORTHEAST AT  THE ILLINOIS
 DE8991'DEPARTMENT OF  TRANSPORTATION - LEVERETT  STORAGE FACILITY,  160
 DE8991'EAST LEVERETT  ROAD LEVERETTE  -  ILLINOIS .
 DE8991' 
 DE8991'THE STATION IS LOCATED ABOUT 4.9 MI ( 8.0 KM ) NORTH OF CHAMPAIGN,
 DE8991'ABOUT 9.1 MI ( 14.9 KM ) EAST OF MAHOMET. TO REACH FROM THE JUNCTION
 DE8991' AT THE INTERSTATE 57 ( EXIT 240 )   AND ROUTE 20, GO NORTH  ON
 DE8991'INTERSTATE 57 ABOUT 0.3 MI ( 0.5 KM ) TO THE STATION ON THE LEFT OF
 DE8991'THE
 DE8991'INTERSTATE 57.   IT IS  39.5 FT NORTHWEST OF THE CENTERLINE
 DE8991'SOUTHBOUND LANE OF INTERSTATE  57,  57.42 FT SOUTHEAST OF THE
 DE8991'FENCE LINE, 17.5 FT EAST OF THE  STEEL WITNESS POST.
 DE8991' 
 DE8991'NOTE -- STATION AT MAINTENANCE YARD AND AZIMUTH ARE 0.25 FOOT
 DE8991'(0.07 METER)  DISKS SET IN THE TOPS OF 1.0 FOOT (0.30 METER)
 DE8991'DIAMETER CONCRETE POSTS SET 6.0 FEET (1.83 METER) IN THE GROUND.
 DE8991'THERE IS NO STEEL OF ANY KIND IN THE CONCRETE.  THE MAINTENANCE
 DE8991'POINT IS INSIDE THE YARD WHEREAS THE AZIMUTH IS OUTSIDE AND
 DE8991'APPROX. 0.3 MILES (0.5 KM) DISTANCE FROM THE YARD.  THE  DISKS
 DE8991'ARE STAMPED ILL DEPT OF TRANSPORTATION EACH WITH THEIR
 DE8991'RESPECTIVE NAME.  THE  DISKS HAVE  A TRIANGLE NEAR THE CENTER WITH
 DE8991'A PUNCHED DATUM POINT.
 DE8991' 
 DE8991' 
 DE8991' 
 DE8991'
 DE8991
 DE8991                          STATION RECOVERY (2003)
 DE8991
 DE8991'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2003 (DSC)
 DE8991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1703 ***********************************************************************
 HB1703  DESIGNATION -  LEVAN
 HB1703  PID         -  HB1703
 HB1703  STATE/COUNTY-  IL/JACKSON
 HB1703  USGS QUAD   -  ORAVILLE (1996)
 HB1703
 HB1703                         *CURRENT SURVEY CONTROL
 HB1703  ___________________________________________________________________
 HB1703* NAD 83(1997)-  37 49 20.89441(N)    089 27 03.60031(W)     ADJUSTED  
 HB1703* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 HB1703  ___________________________________________________________________
 HB1703  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HB1703  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HB1703
 HB1703  HORZ ORDER  -  FIRST
 HB1703
 HB1703.The horizontal coordinates were established by classical geodetic methods
 HB1703.and adjusted by the National Geodetic Survey in October 1999..
 HB1703
 HB1703.The orthometric height was scaled from a topographic map.
 HB1703
 HB1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1703
 HB1703.The geoid height was determined by GEOID03.
 HB1703
 HB1703;                    North         East     Units Scale Factor Converg.
 HB1703;SPC IL W     -   128,507.482   763,006.692   MT  0.99999005   +0 26 19.9
 HB1703;SPC IL W     -   421,611.63  2,503,297.79   sFT  0.99999005   +0 26 19.9
 HB1703;UTM  16      - 4,188,948.525   284,274.546   MT  1.00017323   -1 30 12.9
 HB1703
 HB1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1703!SPC IL W     -   0.99997007  x   0.99999005  =   0.99996012
 HB1703!UTM  16      -   0.99997007  x   1.00017323  =   1.00014329
 HB1703
 HB1703|---------------------------------------------------------------------|
 HB1703| PID    Reference Object                     Distance      Geod. Az  |
 HB1703|                                                           dddmmss.s |
 HB1703| CI4494 LEVAN RM 1                           99.657 METERS 09811     |
 HB1703| HB1697 BALD KNOB                           APPROX.31.4 KM 1625135.3 |
 HB1703| CI4496 LEVAN RM 3                           49.765 METERS 32152     |
 HB1703| CI4495 LEVAN RM 2 AZIMUTH                                 33347     |
 HB1703|---------------------------------------------------------------------|
 HB1703
 HB1703                          SUPERSEDED SURVEY CONTROL
 HB1703
 HB1703  NAD 83(1997)-  37 49 20.90532(N)    089 27 03.60204(W) AD(       ) 1
 HB1703  NAD 83(1986)-  37 49 20.90530(N)    089 27 03.60265(W) AD(       ) 1
 HB1703  NAD 27      -  37 49 20.72200(N)    089 27 03.26600(W) AD(       ) 1
 HB1703
 HB1703.Superseded values are not recommended for survey control.
 HB1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1703.See file dsdata.txt to determine how the superseded data were derived.
 HB1703
 HB1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG8427588949(NAD 83)
 HB1703_MARKER: DS = TRIANGULATION STATION DISK
 HB1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1703
 HB1703  HISTORY     - Date     Condition        Report By
 HB1703  HISTORY     - 1930     MONUMENTED       CGS
 HB1703  HISTORY     - 1969     GOOD             CGS
 HB1703  HISTORY     - 20020520 GOOD             ILDT
 HB1703
 HB1703                          STATION DESCRIPTION
 HB1703
 HB1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1703'ABOUT 7 MILES AIRLINE NORTHWEST OF MURPHYSBORO, 6 MILES SOUTHEAST OF
 HB1703'AVA, ON LAND OWNED AND OCCUPIED BY JAMES W. LEVAN, 5.0 METERS (16
 HB1703'FEET) WEST OF NORTH BARN LOT FENCE, 1.0 METERS (3 FEET) SOUTH OF
 HB1703'SOUTH FENCE LINE OF LANE LEADING EAST PAST BARN, AND 12.4 METERS
 HB1703'(41 FEET) EAST OF NORTHEAST CORNER OF CONCRETE SILO FOUNDATION SLAB
 HB1703'ON NORTH SIDE OF BARN.  TO REACH FROM MURPHYSBORO, GO BY MAIN DIRT
 HB1703'ROAD TOWARD AVA, WHICH, AFTER 3 MILES OF ZIGZAGGING FOLLOWS GENERAL
 HB1703'COURSE OF HEAVY TELEPHONE LINE, AND FOLLOW THIS ROAD 11.5 MILES TO
 HB1703'POINT WHERE IT TURNS SQUARELY TO NORTH AND ANOTHER ROAD LEADS
 HB1703'SOUTH.  THIS CORNER IS 2-1/2 MILES NORTHWEST OF VIADUCT OVER RAILROAD
 HB1703'TRACK, AND 1 MILE NORTHWEST OF PLEASANT HILL CHURCH.  TAKE ROAD
 HB1703'LEADING SOUTH 1-1/2 MILES TO CORNER 1/4 MILE SOUTH OF OAK RIDGE TO
 HB1703'SODOM SCHOOL, TURN EAST 1/4 MILE, PROCEED SOUTH 1/4 MILE ACROSS DEEP
 HB1703'VALLEY TO MR. LEVANS HOUSE WHICH IS AT CORNER OF ROAD WHERE IT TURNS
 HB1703'EAST, AND CONTINUE TO STATION SITE, WHICH IS ABOUT 25 YARDS
 HB1703'EAST OF ANGLE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 HB1703'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 HB1703'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS IN
 HB1703'CORNER OF FIELD, IN EAST-AND-WEST FENCE LINE, AND 99.64 METERS (326.9
 HB1703'FEET) FROM STATION.  NO. 2 IS
 HB1703'UNDER LARGE OAK TREE, ABOUT 10 METERS (33 FEET) SOUTH OF CENTER LINE
 HB1703'OF ROAD, AND ABOUT 1/4 MILE FROM STATION, S 81 DEG 49 MIN E.
 HB1703
 HB1703                          STATION RECOVERY (1969)
 HB1703
 HB1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HB1703'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 HB1703'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND UPROOTED AND THE
 HB1703'DISK WAS RECOVERED.  NO AZIMUTH MARK WAS EVER ESTABLISHED FOR THIS
 HB1703'STATION.  IN CHECKING THE HORIZONTAL MEASURED DISTANCE BETWEEN THE
 HB1703'STATION MARK AND REFERENCE MARK NO. 1 WITH A 300 FOOT STEEL TAPE, A
 HB1703'DISCREPANCY OF + 0.06 OF A FOOT WAS NOTED.  THIS MEASUREMENT WAS NOT
 HB1703'MADE WITH STANDARDIZED PRECISION.  A NEW REFERENCE MARK NO. 3 WAS
 HB1703'ESTABLISHED AND THE HORIZONTAL ANGLE OBSERVED BETWEEN REFERENCE
 HB1703'MARK NO. 1 AND THE NEWLY ESTABLISHED MARK.  THERE WAS SOME CONCERN
 HB1703'ABOUT THE HEIGHT THE STATION MARK PROJECTED ABOVE THE SURFACE, BUT
 HB1703'MR. LEVAN WHO GAVE THE PERMISSION TO ESTABLISH THE STATION STATES
 HB1703'POSITIVELY THAT HE REQUESTED THE MARK TO PROJECT ABOUT 1-1/2 FEET AT
 HB1703'THE TIME IT WAS SET, AND IT IS NOT NOW ANY DIFFERENT, THAN WHEN
 HB1703'FIRST SET.
 HB1703'
 HB1703'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HB1703'
 HB1703'THE STATION IS ABOUT 7 MILES NORTHWEST OF MURPHYSBORO, 6 MILES
 HB1703'SOUTHEAST OF AVA, AND IN A HOG LOT ON THE PROPERTY OF MR. JAMES W.
 HB1703'LEVAN.
 HB1703'
 HB1703'TO REACH THE STATION FROM THE INTERSECTION OF THIRD STREET AND
 HB1703'WASHINGTON AVENUE JUST SOUTHWEST OF THE ASSEMBLY OF GOD CHURCH EAST
 HB1703'OF THE RAILROAD DEPOT ABOUT 0.2 OF A MILE AT AVA, GO SOUTHERLY ON
 HB1703'THIRD STREET (WHICH EVENTUALLY RUNS INTO A PAVED COUNTY ROAD) FOR
 HB1703'3.65 MILES TO A CROSSROAD, HERE TURN RIGHT ON A GRAVELED ROAD AND GO
 HB1703'ALONG THE WINDING ROAD IN A GENERALLY SOUTHERLY DIRECTION FOR 1.4
 HB1703'MILES TO A FORK.  HERE KEEP THE LEFT FORK AND GO SOUTHEASTERLY AND
 HB1703'EAST FOR 0.3 OF A MILE TO A GRADED ROAD RIGHT (LEVANS LANE), TURN
 HB1703'RIGHT ON THIS GRADED ROAD (HAS BEEN GRAVELED AT ONE TIME) AND GO
 HB1703'SOUTH FOR 0.25 OF A MILE TO A FIELD ROAD ON THE LEFT ALONG THE EAST
 HB1703'SIDE OF THE BARN LOTS AND THE STATION IN A HOG LOT AS DESCRIBED.
 HB1703'
 HB1703'THE STATION IS 132 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 HB1703'DRIVE, 45 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FIELD ROAD,
 HB1703'41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOG LOT, 27 FEET
 HB1703'NORTHWEST OF THE SOUTHEAST CORNER OF THE HOG LOT, AND 26 FEET
 HB1703'NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN.  IT IS A STANDARD
 HB1703'DISK SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE MONUMENT THAT
 HB1703'PROJECTS ABOUT 18 INCHES AND THE DISK IS STAMPED LEVAN 1930.
 HB1703'
 HB1703'REFERENCE MARK NO. 1 IS 38 FEET SOUTHWEST OF A FENCE CORNER POST, 23
 HB1703'FEET WEST OF THE APPROXIMATE CENTER OF THE FIELD ROAD AT POINT OF
 HB1703'CURVE, 16 FEET SOUTH THE APPROXIMATE CENTER OF THE FIELD ROAD JUST
 HB1703'WEST OF POINT OF CURVE, AND 1 FOOT SOUTHWEST OF THE FENCE IN THE
 HB1703'CURVE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE,
 HB1703'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED LEVAN NO 1
 HB1703'1930.
 HB1703'
 HB1703'REFERENCE MARK NO. 3 IS 58 FEET NORTH OF THE APPROXIMATE CENTER OF
 HB1703'THE FIELD ROAD, 18 FEET EAST OF THE APPROXIMATE CENTER OF THE
 HB1703'GRAVELED ROAD (LEVANS LANE), 9 FEET NORTH OF A POWERLINE POLE, 2 FEET
 HB1703'EAST OF A FENCE, AND 1 FOOT SOUTHWEST OF THE POWERLINE POLE
 HB1703'GUY CABLE.  IT IS A STANDARD DISK SET IN THE TOP OF AN 11-INCH,
 HB1703'ROUND, CONCRETE MONUMENT ABOUT FLUSH WITH THE SURROUNDING
 HB1703'SURFACE AND THE DISK IS STAMPED LEVAN 1930 NO 3 1969.
 HB1703'
 HB1703'DUE TO THE DISTANCE INVOLVED AND UNDERBRUSH ALONG THE LANE, NO EFFORT
 HB1703'WAS MADE TO MEASURE BETWEEN THE REFERENCE MARKS.
 HB1703'
 HB1703'AT THE REQUEST OF MR. LEVAN, NO METAL WITNESS POST WERE SET.
 HB1703'
 HB1703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-ABOUT 6 MILES
 HB1703'SOUTHEAST OF AVA.
 HB1703
 HB1703                          STATION RECOVERY (2002)
 HB1703
 HB1703'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (WAE)
 HB1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5105 ***********************************************************************
 AA5105  DESIGNATION -  LEVEE RESET
 AA5105  PID         -  AA5105
 AA5105  STATE/COUNTY-  IL/ALEXANDER
 AA5105  USGS QUAD   -  CAIRO (1993)
 AA5105
 AA5105                         *CURRENT SURVEY CONTROL
 AA5105  ___________________________________________________________________
 AA5105* NAD 83(1997)-  37 01 24.87503(N)    089 11 28.99508(W)     ADJUSTED  
 AA5105* NAVD 88     -       103.22   (+/-2cm)     338.6    (feet)  VERTCON   
 AA5105  ___________________________________________________________________
 AA5105  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AA5105  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AA5105
 AA5105  HORZ ORDER  -  SECOND
 AA5105  VERT ORDER  -  THIRD ? (See Below)
 AA5105
 AA5105.The horizontal coordinates were established by classical geodetic methods
 AA5105.and adjusted by the National Geodetic Survey in October 1999..
 AA5105
 AA5105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5105.The vertical order pertains to the NGVD 29 superseded value.
 AA5105
 AA5105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5105
 AA5105.The geoid height was determined by GEOID03.
 AA5105
 AA5105;                    North         East     Units Scale Factor Converg.
 AA5105;SPC IL W     -    40,050.392   786,780.475   MT  1.00003392   +0 35 14.3
 AA5105;SPC IL W     -   131,398.66  2,581,295.61   sFT  1.00003392   +0 35 14.3
 AA5105;UTM  16      - 4,099,733.089   305,065.989   MT  1.00006813   -1 19 11.8
 AA5105
 AA5105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5105!SPC IL W     -   0.99998823  x   1.00003392  =   1.00002214
 AA5105!UTM  16      -   0.99998823  x   1.00006813  =   1.00005635
 AA5105
 AA5105:                Primary Azimuth Mark                     Grid Az
 AA5105:SPC IL W     -  CAIRO RADIO STATION WKRO MAST            013 15 29.9
 AA5105:UTM  16      -  CAIRO RADIO STATION WKRO MAST            015 09 56.0
 AA5105
 AA5105|---------------------------------------------------------------------|
 AA5105| PID    Reference Object                     Distance      Geod. Az  |
 AA5105|                                                           dddmmss.s |
 AA5105| HB1721 CAIRO RADIO STATION WKRO MAST       APPROX. 2.2 KM 0135044.2 |
 AA5105| HB0885 LEVEE RM 1                           20.170 METERS 07713     |
 AA5105| CI4499 LEVEE RM 3                           20.142 METERS 07713     |
 AA5105| HB1723 CAIRO WATER SUPPLY WATER TANK       APPROX. 2.3 KM 1443027.1 |
 AA5105| CI4497 LEVEE AZ MK                                        1781121.8 |
 AA5105| CI4498 LEVEE AZ MK 2                                      1781114.3 |
 AA5105| HB0886 LEVEE RM 2                           21.664 METERS 18337     |
 AA5105| CI4500 LEVEE RM 4                           21.677 METERS 18345     |
 AA5105|---------------------------------------------------------------------|
 AA5105
 AA5105                          SUPERSEDED SURVEY CONTROL
 AA5105
 AA5105  NAD 83(1997)-  37 01 24.87602(N)    089 11 28.99348(W) AD(       ) 2
 AA5105  NAD 83(1986)-  37 01 24.88309(N)    089 11 28.99863(W) AD(       ) 2
 AA5105  NGVD 29 (07/19/86)  103.11   (m)          338.3    (f) LEVELING    3  
 AA5105
 AA5105.Superseded values are not recommended for survey control.
 AA5105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5105.See file dsdata.txt to determine how the superseded data were derived.
 AA5105
 AA5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF0506699733(NAD 83)
 AA5105_MARKER: DS = TRIANGULATION STATION DISK
 AA5105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA5105_STAMPING: LEVEE 1960 1970
 AA5105_MARK LOGO: NGS   
 AA5105_PROJECTION: PROJECTING -1 CENTIMETERS
 AA5105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5105+STABILITY: SURFACE MOTION
 AA5105
 AA5105  HISTORY     - Date     Condition        Report By
 AA5105  HISTORY     - 1970     MONUMENTED       NGS
 AA5105  HISTORY     - 1975     GOOD             LOCENG
 AA5105  HISTORY     - 1975     GOOD             LOCENG
 AA5105
 AA5105                          STATION DESCRIPTION
 AA5105
 AA5105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 AA5105'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION. THE SURFACE
 AA5105'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND WITH
 AA5105'THE TOPS SHEARED OFF AND THE DISK GONE. A NEW SURFACE STATION MARK
 AA5105'WAS SET HOLDING THE UNDERGROUND POINT. REFERENCE MARKS 3 AND 4
 AA5105'WERE SET USING THE OLD MONUMENTS AS WELL AS A NEW AZIMUTH MARK. A NEW
 AA5105'DESCRIPTION FOLLOWS-
 AA5105'
 AA5105'THE STATION IS ON THE TOP AND NORTH END OF A SMALL LEVEE, ABOUT 1/2
 AA5105'MILE EAST OF THE MISSISSIPPI RIVER, 1/4 MILE WEST OF U.S. HIGHWAY
 AA5105'51, 1 FOOT SOUTH OF A METAL WITNESS POST, 211 FEET NORTHWEST OF
 AA5105'RAILROAD CROSS TRACKS, 62 FEET EAST OF THE CENTERLINE OF A GRAVELED
 AA5105'ROAD TO GARBAGE DUMP, 34 FEET WEST OF WEST RAIL OF RAILROAD. THE
 AA5105'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LEVEE 1960 1970.
 AA5105'
 AA5105'TO REACH THE STATION FROM THE POINT WHERE U.S. HIGHWAY 51 PASSES
 AA5105'UNDER THE ILLINOIS CENTRAL RAILROAD AT THE NORTH EDGE OF CAIRO, GO
 AA5105'SOUTH ON HIGHWAY 51 FOR 0.25 MILE TO A STREET RIGHT, TURN RIGHT AND
 AA5105'GO WEST ON UNION STREET FOR 0.2 MILE TO WASHINGTON STREET. TURN RIGHT
 AA5105'AND GO NORTHERLY ON GRAVELED ROAD FOR 0.35 MILE TO RAILROAD CROSS
 AA5105'TRACKS AND THE STATION.
 AA5105'
 AA5105'TO REACH THE AZIMUTH MARK FROM THE STATION, TAKE GRAVELED ROAD SOUTH
 AA5105'ALONG THE EAST SIDE AND TOP OF THE LEVEE FOR 0.3 MILE TO THE
 AA5105'AZIMUTH MARK ON THE RIGHT.
 AA5105'
 AA5105'REFERENCE MARK 3 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST, 46 FEET
 AA5105'WEST OF WEST RAIL OF RAILROAD AND 28 FEET EAST OF EAST RAIL OF
 AA5105'RAILROAD. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LEVEE 1960 NO
 AA5105'3 1970.
 AA5105'
 AA5105'REFERENCE MARK 4 IS 150 FEET NORTHWEST OF THE CROSS TRACKS, 53 FEET
 AA5105'WEST OF WEST RAIL OF RAILROAD, 20 FEET EAST OF CENTERLINE OF
 AA5105'GRAVEL ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST. THE
 AA5105'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LEVEE 1960 NO 4
 AA5105'1970.
 AA5105'
 AA5105'THE AZIMUTH MARK IS 71 FEET WEST OF THE WEST RAIL OF RAILROAD, 17
 AA5105'FEET WEST OF THE CENTERLINE OF GRAVELED ROAD,
 AA5105'1 FOOT NORTH OF A METAL WITNESS POST AND ON THE WEST SLOPE OF THE
 AA5105'LEVEE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LEVEE 1960
 AA5105'1970.
 AA5105'
 AA5105'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 AA5105'
 AA5105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-AT NORTH EDGE OF
 AA5105'CARIO.
 AA5105
 AA5105                          STATION RECOVERY (1975)
 AA5105
 AA5105'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (AGS)
 AA5105'STATION RECOVERED GOOD.
 AA5105'
 AA5105'STATION WAS FOUND IN GOOD CONDITION AS WAS THE AZIMUTH MARK 1960
 AA5105'DESCRIPTION ADEQUATE.
 AA5105'
 AA5105'DISTANCE AND DIRECTION FROM NEAREST TOWN--AS DESCRIPTION.
 AA5105
 AA5105                          STATION RECOVERY (1975)
 AA5105
 AA5105'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (TO)
 AA5105'LEVEE RECOVERED GOOD.  MARK AND AZIMUTH MARK FOUND FROM
 AA5105'DESCRIPTION.
 AA5105'
 AA5105'DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST CORNER OF
 AA5105'CAIRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0885 ***********************************************************************
 HB0885  DESIGNATION -  LEVEE RM 1
 HB0885  PID         -  HB0885
 HB0885  STATE/COUNTY-  IL/ALEXANDER
 HB0885  USGS QUAD   -  CAIRO (1993)
 HB0885
 HB0885                         *CURRENT SURVEY CONTROL
 HB0885  ___________________________________________________________________
 HB0885* NAD 83(1986)-  37 01 24.     (N)    089 11 28.     (W)     SCALED    
 HB0885* NAVD 88     -       103.054  (meters)     338.10   (feet)  ADJUSTED  
 HB0885  ___________________________________________________________________
 HB0885  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0885  DYNAMIC HT  -         102.978 (meters)     337.85  (feet)  COMP
 HB0885  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 HB0885
 HB0885  VERT ORDER  -  SECOND    CLASS 0
 HB0885
 HB0885.The horizontal coordinates were scaled from a topographic map and have
 HB0885.an estimated accuracy of +/- 6 seconds.
 HB0885
 HB0885.The orthometric height was determined by differential leveling
 HB0885.and adjusted by the National Geodetic Survey in June 1991..
 HB0885
 HB0885.The geoid height was determined by GEOID03.
 HB0885
 HB0885.The dynamic height is computed by dividing the NAVD 88
 HB0885.geopotential number by the normal gravity value computed on the
 HB0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0885.degrees latitude (g = 980.6199 gals.).
 HB0885
 HB0885.The modeled gravity was interpolated from observed gravity values.
 HB0885
 HB0885;                    North         East    Units  Estimated Accuracy
 HB0885;SPC IL W     -    40,020.      786,810.      MT  (+/- 180 meters Scaled)
 HB0885
 HB0885                          SUPERSEDED SURVEY CONTROL
 HB0885
 HB0885  NGVD 29 (??/??/??)  102.939  (m)          337.73   (f) ADJUSTED    2 0
 HB0885
 HB0885.Superseded values are not recommended for survey control.
 HB0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0885.See file dsdata.txt to determine how the superseded data were derived.
 HB0885
 HB0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF050997(NAD 83)
 HB0885_MARKER: DR = REFERENCE MARK DISK
 HB0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0885_STAMPING: LEVEE NO 1 1960
 HB0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0885+STABILITY: SURFACE MOTION
 HB0885
 HB0885  HISTORY     - Date     Condition        Report By
 HB0885  HISTORY     - 1960     MONUMENTED       CGS
 HB0885  HISTORY     - 1970     MARK NOT FOUND   NGS
 HB0885
 HB0885                          STATION DESCRIPTION
 HB0885
 HB0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0885'2 MI NW FROM CAIRO.
 HB0885'ABOUT 1.3 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST
 HB0885'OFFICE AT CAIRO, THENCE 0.25 MILE SOUTHWEST ALONG UNION STREET
 HB0885'TO WASHINGTON STREET, THENCE 0.35 MILE WEST ALONG A GRAVEL ROAD
 HB0885'TO A RAILROAD CROSSING AND A LEVEE, THENCE CONTIUE WEST ALONG
 HB0885'GRAVEL ROAD FOR 0.15 MILE TO ANOTHER LEVEE AND THE JUNCTION
 HB0885'OF A DIRT ROAD NORTH ALONG THE TOP OF THE LEVEE, ABOUT 0.05
 HB0885'MILE NORTH OF A RAILROAD CROSSING, ON THE TOP OF THE LEVEE
 HB0885'BETWEEN THE FORKS OF THE RAILROAD, 28 FEET EAST OF THE EAST
 HB0885'RAIL OF THE RAILROAD, 48 FEET WEST OF THE WEST RAIL OF THE
 HB0885'RAILROAD, 22 FEET EAST OF THE EAST END OF A RAILROAD FLOOD GATE,
 HB0885'44 FEET NORTH OF A TELEPHONE POLE, 66.2 FEET EAST OF TRIANGULATION
 HB0885'STATION LEVEE, ABOUT 1/2 FEET BELOW THE LEVEL OF THE LEVEE AND
 HB0885'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, AND 65.1
 HB0885'FEET EAST OF A METAL WITNESS POST.
 HB0885
 HB0885                          STATION RECOVERY (1970)
 HB0885
 HB0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HB0885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0886 ***********************************************************************
 HB0886  DESIGNATION -  LEVEE RM 2
 HB0886  PID         -  HB0886
 HB0886  STATE/COUNTY-  IL/ALEXANDER
 HB0886  USGS QUAD   -  CAIRO (1993)
 HB0886
 HB0886                         *CURRENT SURVEY CONTROL
 HB0886  ___________________________________________________________________
 HB0886* NAD 83(1986)-  37 01 24.     (N)    089 11 28.     (W)     SCALED    
 HB0886* NAVD 88     -       102.847  (meters)     337.42   (feet)  ADJUSTED  
 HB0886  ___________________________________________________________________
 HB0886  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0886  DYNAMIC HT  -         102.772 (meters)     337.18  (feet)  COMP
 HB0886  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 HB0886
 HB0886  VERT ORDER  -  SECOND    CLASS 0
 HB0886
 HB0886.The horizontal coordinates were scaled from a topographic map and have
 HB0886.an estimated accuracy of +/- 6 seconds.
 HB0886
 HB0886.The orthometric height was determined by differential leveling
 HB0886.and adjusted by the National Geodetic Survey in June 1991..
 HB0886
 HB0886.The geoid height was determined by GEOID03.
 HB0886
 HB0886.The dynamic height is computed by dividing the NAVD 88
 HB0886.geopotential number by the normal gravity value computed on the
 HB0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0886.degrees latitude (g = 980.6199 gals.).
 HB0886
 HB0886.The modeled gravity was interpolated from observed gravity values.
 HB0886
 HB0886;                    North         East    Units  Estimated Accuracy
 HB0886;SPC IL W     -    40,020.      786,810.      MT  (+/- 180 meters Scaled)
 HB0886
 HB0886                          SUPERSEDED SURVEY CONTROL
 HB0886
 HB0886  NGVD 29 (??/??/??)  102.733  (m)          337.05   (f) ADJUSTED    2 0
 HB0886
 HB0886.Superseded values are not recommended for survey control.
 HB0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0886.See file dsdata.txt to determine how the superseded data were derived.
 HB0886
 HB0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF050997(NAD 83)
 HB0886_MARKER: DR = REFERENCE MARK DISK
 HB0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0886_STAMPING: LEVEE NO 2 1960
 HB0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0886+STABILITY: SURFACE MOTION
 HB0886
 HB0886  HISTORY     - Date     Condition        Report By
 HB0886  HISTORY     - 1960     MONUMENTED       CGS
 HB0886  HISTORY     - 1970     MARK NOT FOUND   NGS
 HB0886
 HB0886                          STATION DESCRIPTION
 HB0886
 HB0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HB0886'2 MI NW FROM CAIRO.
 HB0886'ABOUT 1.3 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0886'AT CAIRO, THENCE 0.25 MILE SOUTHWEST ALONG UNION STREET TO
 HB0886'WASHINGTON STREET, THENCE 0.35 MILE WEST ALONG A GRAVEL ROAD
 HB0886'TO A RAILROAD CROSSING AND A LEVEE, THENCE CONTINUE WEST ALONG
 HB0886'GRAVEL ROAD FOR 0.15 MILE TO ANOTHER LEVEE AND THE JUNCTION OF A
 HB0886'DIRT ROAD NORTH ALONG THE TOP OF THE LEVEE, ABOUT 0.05 MILE
 HB0886'NORTH OF A RAILROAD CROSSING, ON THE TOP OF THE LEVEE, 8 FEET
 HB0886'WEST OF THE GRAVEL ROAD, 64 FEET NORTH OF THE JUNCTION OF THE
 HB0886'GRAVEL ROAD AND THE DIRT LEVEE ROAD, 69 FEET SOUTHWEST OF THE
 HB0886'SOUTH END OF THE WEST END OF THE RAILROAD FLOOD GATE, 53 FEET
 HB0886'WEST OF THE CENTER LINE OF THE TRACK, 71.1 FEET SOUTH-SOUTHWEST
 HB0886'OF TRIANGULATION STATION LEVEE, 73.2 FEET SOUTH-SOUTHWEST
 HB0886'OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 HB0886'LEVEE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 HB0886
 HB0886                          STATION RECOVERY (1970)
 HB0886
 HB0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HB0886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0237 ***********************************************************************
 LC0237  DESIGNATION -  LEVERETT
 LC0237  PID         -  LC0237
 LC0237  STATE/COUNTY-  IL/CHAMPAIGN
 LC0237  USGS QUAD   -  THOMASBORO (1975)
 LC0237
 LC0237                         *CURRENT SURVEY CONTROL
 LC0237  ___________________________________________________________________
 LC0237* NAD 83(1997)-  40 11 08.24617(N)    088 13 57.86918(W)     ADJUSTED  
 LC0237* NAVD 88     -       221.688  (meters)     727.32   (feet)  ADJUSTED  
 LC0237  ___________________________________________________________________
 LC0237  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 LC0237  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC0237  DYNAMIC HT  -         221.575 (meters)     726.95  (feet)  COMP
 LC0237  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 LC0237
 LC0237  HORZ ORDER  -  SECOND
 LC0237  VERT ORDER  -  SECOND    CLASS 0
 LC0237
 LC0237.The horizontal coordinates were established by classical geodetic methods
 LC0237.and adjusted by the National Geodetic Survey in October 1999..
 LC0237
 LC0237.The orthometric height was determined by differential leveling
 LC0237.and adjusted by the National Geodetic Survey in June 1991..
 LC0237
 LC0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0237
 LC0237.The geoid height was determined by GEOID03.
 LC0237
 LC0237.The dynamic height is computed by dividing the NAVD 88
 LC0237.geopotential number by the normal gravity value computed on the
 LC0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0237.degrees latitude (g = 980.6199 gals.).
 LC0237
 LC0237.The modeled gravity was interpolated from observed gravity values.
 LC0237
 LC0237;                    North         East     Units Scale Factor Converg.
 LC0237;SPC IL E     -   390,615.666   308,566.412   MT  0.99997590   +0 03 53.7
 LC0237;SPC IL E     - 1,281,544.90  1,012,354.97   sFT  0.99997590   +0 03 53.7
 LC0237;UTM  16      - 4,449,088.518   395,057.671   MT  0.99973557   -0 47 43.9
 LC0237
 LC0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0237!SPC IL E     -   0.99997026  x   0.99997590  =   0.99994616
 LC0237!UTM  16      -   0.99997026  x   0.99973557  =   0.99970584
 LC0237
 LC0237|---------------------------------------------------------------------|
 LC0237| PID    Reference Object                     Distance      Geod. Az  |
 LC0237|                                                           dddmmss.s |
 LC0237| LC0238 LEVERETT RM 1                        19.977 METERS 08705     |
 LC0237| CI7695 LEVERETT RM 3                        19.985 METERS 08709     |
 LC0237| LC1755 RISING ILL BELL TEL CO RAD TWR      APPROX. 5.9 KM 2460710.5 |
 LC0237| CI7694 LEVERETT AZ MK                                     2672151.4 |
 LC0237| LC0236 LEVERETT RM 2                        17.775 METERS 27139     |
 LC0237|---------------------------------------------------------------------|
 LC0237
 LC0237                          SUPERSEDED SURVEY CONTROL
 LC0237
 LC0237  NAD 83(1997)-  40 11 08.24642(N)    088 13 57.86920(W) AD(       ) 2
 LC0237  NAD 83(1986)-  40 11 08.25616(N)    088 13 57.86494(W) AD(       ) 2
 LC0237  NAD 27      -  40 11 08.14180(N)    088 13 57.68890(W) AD(       ) 2
 LC0237  NGVD 29 (??/??/92)  221.726  (m)          727.45   (f) ADJ UNCH    2 0
 LC0237
 LC0237.Superseded values are not recommended for survey control.
 LC0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0237.See file dsdata.txt to determine how the superseded data were derived.
 LC0237
 LC0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9505849089(NAD 83)
 LC0237_MARKER: DS = TRIANGULATION STATION DISK
 LC0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0237_STAMPING: LEVERETT 1959
 LC0237_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0237+STABILITY: SURFACE MOTION
 LC0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0237+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 LC0237
 LC0237  HISTORY     - Date     Condition        Report By
 LC0237  HISTORY     - 1959     MONUMENTED       CGS
 LC0237  HISTORY     - 1959     GOOD             CGS
 LC0237  HISTORY     - 1970     GOOD             LOCENG
 LC0237  HISTORY     - 1973     GOOD             ILHD
 LC0237  HISTORY     - 1979     GOOD             NGS
 LC0237  HISTORY     - 1979     GOOD             NGS
 LC0237  HISTORY     - 20051215 GOOD             ILDT
 LC0237
 LC0237                          STATION DESCRIPTION
 LC0237
 LC0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0237'THE STATION IS ABOUT 4.5 MILES NORTH OF CHAMPAIGN AND 3.5
 LC0237'MILES SOUTH SOUTHWEST OF THOMASBORO.
 LC0237'
 LC0237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 45
 LC0237'AND 150 NORTH OF URBANA, GO NORTH ON U.S. HIGHWAY 45 FOR 3.8
 LC0237'MILES TO A CROSSROADS, TURN LEFT AND GO WEST ON LEVERETT ROAD
 LC0237'FOR 1.45 MILES TO RAILROAD CROSSING IN LEVERETT.  CONTINUE
 LC0237'WEST FOR 1.25 MILES TO STATION ON RIGHT.
 LC0237'
 LC0237'THE STATION IS A STANDARD DISK SET IN TOP OF A 12 X 12 INCH
 LC0237'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH AND THE DISK IS
 LC0237'STAMPED LEVERETT 1959, IT IS 3 FEET SOUTH OF WITNESS POST,
 LC0237'3.6 FEET SOUTH OF FENCE, 7 FEET SOUTHWEST OF TELEPHONE POLE
 LC0237'AND 37 FEET NORTH OF CENTER OF ROAD.
 LC0237'
 LC0237'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN TOP OF
 LC0237'A 12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 LC0237'AND THE DISK IS STAMPED LEVERETT NO 1 1959, IT IS 1 FOOT SOUTH
 LC0237'OF FENCE, 40 FEET NORTH OF CENTER OF ROAD AND 59.6 FEET EAST
 LC0237'OF A TELEPHONE POLE.
 LC0237'
 LC0237'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK SET IN
 LC0237'TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT 6
 LC0237'INCHES AND THE DISK IS STAMPED LEVERETT NO 2 1959, IT IS 1
 LC0237'FOOT SOUTH OF FENCE, 39.5 FEET NORTH OF CENTER OF ROAD AND
 LC0237'68.5 FEET EAST TELEPHONE POLE.
 LC0237'
 LC0237'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A 12 X 12
 LC0237'INCH CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND THE
 LC0237'DISK IS STAMPED LEVERETT 1959, IT IS 1.5 FEET NORTH OF WITNESS
 LC0237'POST, 9 FEET EAST OF A TELEPHONE POLE AND 27 FEET SOUTH OF
 LC0237'CENTER OF ROAD.
 LC0237'
 LC0237'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2
 LC0237'MILE TO WHERE PAVED ROAD TURNS SOUTH AND DIRT ROAD GO WEST,
 LC0237'CONTINUE WEST ON DIRT ROAD FOR 0.1 MILE TO AZIMUTH MARK ON
 LC0237'LEFT.
 LC0237
 LC0237                          STATION RECOVERY (1959)
 LC0237
 LC0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0237'1.2 MI W FROM LEVERETT.
 LC0237'ABOUT 1.2 MILES WEST ALONG A CONCRETE PAVED ROAD FROM ITS JUNCTION
 LC0237'WITH THE ILLINOIS CENTRAL RAILROAD IN LEVERETT, 37 FEET NORTH OF
 LC0237'THE CENTER LINE OF THE ROAD, 3 1/2 FEET SOUTH OF A FENCE, 6 1/2
 LC0237'FEET WEST OF THE SIXTH TELEPHONE POLE EAST OF A DRIVEWAY NORTH
 LC0237'TO A FARM HOUSE, 3.1 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 LC0237'1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0237'POST FLUSH WITH THE GROUND.
 LC0237
 LC0237                          STATION RECOVERY (1970)
 LC0237
 LC0237'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (TBB)
 LC0237'RECOVERED BY CHARLES S DANNER CONSULTING ENGINEER.
 LC0237'
 LC0237'LEVERETT 1959-FOUND IN GOOD SHAPE FROM DESCRIPTION
 LC0237'
 LC0237'LEVERETT NO. 1, 1959-FOUND IN GOOD SHAPE FROM DESCRIPTION
 LC0237'
 LC0237'LEVERETT NO. 2, 1959-FOUND IN GOOD SHAPE FROM DESCRIPTION
 LC0237'
 LC0237'LEVERETT 1959 (AZMK)-FOUND IN GOOD SHAPE FROM DESCRIPTION
 LC0237'
 LC0237'TELEPHONE POLES NO LONGER EXIST NEAR STA. LEVERETT STA. LEVERETT
 LC0237'IS 218.3 FT WEST OF HIGHWAY ROW, MON. ON NORTH SIDE ROAD AT
 LC0237'POINT OF CURVE OF HORIZONTAL HIGHWAY CURVE.  ADDITIONAL ROW
 LC0237'MONUMENT ALSO ON SOUTH SIDE OF ROAD FOR P.C..
 LC0237'
 LC0237'AZ MK IS 19.0 FT EAST OF ELECTRIC POWER POLE, 59.6 FT SOUTH
 LC0237'OF CYCLONE CHAIN LINK FENCE AND 114.8 FT SOUTHEAST OF EASTERN
 LC0237'GATE POST TO ILL. DIV. HGHWYS MAINTAINENCE GARAGE.
 LC0237
 LC0237                          STATION RECOVERY (1973)
 LC0237
 LC0237'RECOVERY NOTE BY IL HIGHWAY DEPT 1973 (GDM)
 LC0237'LEVERETT NO 2 1959-GOOD FOUND AS DESCRIBED
 LC0237'
 LC0237'LEVERETT 1959-GOOD FOUND AS DESCRIBED
 LC0237'
 LC0237'LEVERETT NO 1 1959-GOOD FOUND AS DESCRIBED
 LC0237
 LC0237                          STATION RECOVERY (1979)
 LC0237
 LC0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0237'STATION MARK, RM 2 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  RM 1
 LC0237'FOUND WITH THE DISK SHEARED THE MARK.  THE DISK WAS NOT RECOVERED.  RM
 LC0237'3 WAS ESTABLISHED USING THE CONCRETE POST THAT RM 1 WAS IN.  THE
 LC0237'DISTANCE AND DIRECTION TO RM 2 CHECKED.
 LC0237'
 LC0237'THE STATION IS 218.5 FT W OF A RIGHT OF WAY CONCRETE POST, 36.4 FT N
 LC0237'OF CENTER LINE OF ROAD AND 1 FT S OF A METAL WITNESS POST.  THE MARK
 LC0237'IS UNDERGROUND 3 INCHES AND THE DISK STAMPED LEVERETT 1959.
 LC0237'
 LC0237'RM 2 IS 58 FT W OF THE METAL WITNESS POST AND 39 FT N OF CENTER LINE
 LC0237'OF ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK STAMPED LEVERETT NO
 LC0237'2 1959.
 LC0237'
 LC0237'RM 3 IS 152.5 W OF CONCRETE RIGHT OF WAY POST, 39 FT N OF CENTER LINE
 LC0237'OF ROAD AND 1 FT W OF A METAL WITNESS POST.  THE MARK PROJECTS 3
 LC0237'INCHES AND THE DISK STAMPED LEVERETT 1959 NO 3 1979.
 LC0237'
 LC0237'THE AZIMUTH MARK IS 24 FT S OF CENTER LINE OF ROAD, 1 FT N OF A METAL
 LC0237'WITNESS POST AND 18 FT E OF A POWER LINE POLE.  THE MARK PROJECTS 4
 LC0237'INCHES AND THE DISK STAMPED LEVERETT 1959.
 LC0237'
 LC0237'TO REACH STATION FROM RAILROAD CROSSING AT LEVERETT, GO W ON
 LC0237'CONCRETE ROAD FOR 1.25 MILES TO THE MARK ON RIGHT AS
 LC0237'DESCRIBED.  CONTINUE ON THE ROAD FOR 0.2 MILE TO WHERE MAIN ROAD
 LC0237'CURVES TO THE SOUTH AND A GRAVEL ROAD AHEAD.  CONTINUE W ON THE GRAVEL
 LC0237'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 LC0237
 LC0237                          STATION RECOVERY (1979)
 LC0237
 LC0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LC0237'RECOVERED IN GOOD CONDITION.
 LC0237
 LC0237                          STATION RECOVERY (2005)
 LC0237
 LC0237'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0237'MARK RAD
 LC0237'RM 1 NOT FOUND
 LC0237'RM 2 FOUND DESTROYED
 LC0237'AZ MARK RAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0236 ***********************************************************************
 LC0236  DESIGNATION -  LEVERETT RM 2
 LC0236  PID         -  LC0236
 LC0236  STATE/COUNTY-  IL/CHAMPAIGN
 LC0236  USGS QUAD   -  THOMASBORO (1975)
 LC0236
 LC0236                         *CURRENT SURVEY CONTROL
 LC0236  ___________________________________________________________________
 LC0236* NAD 83(1986)-  40 11 08.     (N)    088 13 57.     (W)     SCALED    
 LC0236* NAVD 88     -       221.941  (meters)     728.15   (feet)  ADJUSTED  
 LC0236  ___________________________________________________________________
 LC0236  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LC0236  DYNAMIC HT  -         221.828 (meters)     727.78  (feet)  COMP
 LC0236  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 LC0236
 LC0236  VERT ORDER  -  SECOND    CLASS 0
 LC0236
 LC0236.The horizontal coordinates were scaled from a topographic map and have
 LC0236.an estimated accuracy of +/- 6 seconds.
 LC0236
 LC0236.The orthometric height was determined by differential leveling
 LC0236.and adjusted by the National Geodetic Survey in June 1991..
 LC0236
 LC0236.The geoid height was determined by GEOID03.
 LC0236
 LC0236.The dynamic height is computed by dividing the NAVD 88
 LC0236.geopotential number by the normal gravity value computed on the
 LC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0236.degrees latitude (g = 980.6199 gals.).
 LC0236
 LC0236.The modeled gravity was interpolated from observed gravity values.
 LC0236
 LC0236;                    North         East    Units  Estimated Accuracy
 LC0236;SPC IL E     -   390,610.      308,590.      MT  (+/- 180 meters Scaled)
 LC0236
 LC0236                          SUPERSEDED SURVEY CONTROL
 LC0236
 LC0236  NGVD 29 (??/??/92)  221.980  (m)          728.28   (f) ADJ UNCH    2 0
 LC0236
 LC0236.Superseded values are not recommended for survey control.
 LC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0236.See file dsdata.txt to determine how the superseded data were derived.
 LC0236
 LC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK950490(NAD 83)
 LC0236_MARKER: DR = REFERENCE MARK DISK
 LC0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0236_STAMPING: LEVERETT NO 2 1959
 LC0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0236+STABILITY: SURFACE MOTION
 LC0236
 LC0236  HISTORY     - Date     Condition        Report By
 LC0236  HISTORY     - 1959     MONUMENTED       CGS
 LC0236  HISTORY     - 1979     GOOD             NGS
 LC0236
 LC0236                          STATION DESCRIPTION
 LC0236
 LC0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0236'1.2 MI W FROM LEVERETT.
 LC0236'ABOUT 1.2 MILES WEST ALONG A CONCRETE PAVED ROAD FROM ITS JUNCTION
 LC0236'WITH THE ILLINOIS CENTRAIL RAILROAD IN LEVERETT, 39 FEET NORTH
 LC0236'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A FENCE,
 LC0236'64 1/2 FEET EAST OF THE SIXTH TELEPHONE POLE EAST OF A DRIVEWAY
 LC0236'NORTH TO A FARM HOUSE, 58.4 FEET WEST OF TRIANGULATION STATION
 LC0236'LEVERETT, 58.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT
 LC0236'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0236'PROJECTING 3 INCHES.
 LC0236
 LC0236                          STATION RECOVERY (1979)
 LC0236
 LC0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LC0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1717 ***********************************************************************
 HB1717  DESIGNATION -  LEVINGS
 HB1717  PID         -  HB1717
 HB1717  STATE/COUNTY-  IL/PULASKI
 HB1717  USGS QUAD   -  OLMSTED (1973)
 HB1717
 HB1717                         *CURRENT SURVEY CONTROL
 HB1717  ___________________________________________________________________
 HB1717* NAD 83(1997)-  37 13 03.31884(N)    089 03 48.03035(W)     ADJUSTED  
 HB1717* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 HB1717  ___________________________________________________________________
 HB1717  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HB1717  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 HB1717
 HB1717  HORZ ORDER  -  FIRST
 HB1717
 HB1717.The horizontal coordinates were established by classical geodetic methods
 HB1717.and adjusted by the National Geodetic Survey in October 1999..
 HB1717
 HB1717.The orthometric height was scaled from a topographic map.
 HB1717
 HB1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1717
 HB1717.The geoid height was determined by GEOID03.
 HB1717
 HB1717;                    North         East     Units Scale Factor Converg.
 HB1717;SPC IL W     -    61,706.135   797,924.120   MT  1.00005926   +0 40 02.6
 HB1717;SPC IL W     -   202,447.54  2,617,856.05   sFT  1.00005926   +0 40 02.6
 HB1717;UTM  16      - 4,121,004.948   316,925.702   MT  1.00001288   -1 14 54.0
 HB1717
 HB1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1717!SPC IL W     -   0.99998154  x   1.00005926  =   1.00004079
 HB1717!UTM  16      -   0.99998154  x   1.00001288  =   0.99999442
 HB1717
 HB1717:                Primary Azimuth Mark                     Grid Az
 HB1717:SPC IL W     -  KARNAK MUNICIPAL TANK                    042 48 38.1
 HB1717:UTM  16      -  KARNAK MUNICIPAL TANK                    044 43 34.7
 HB1717
 HB1717|---------------------------------------------------------------------|
 HB1717| PID    Reference Object                     Distance      Geod. Az  |
 HB1717|                                                           dddmmss.s |
 HB1717| HB1584 KARNAK MUNICIPAL TANK               APPROX.11.6 KM 0432840.7 |
 HB1717| CI4503 LEVINGS RM 2                         86.691 METERS 10842     |
 HB1717| CI4504 LEVINGS RM 3                         26.200 METERS 17138     |
 HB1717| CI4501 LEVINGS AZ MK                                      1714438.0 |
 HB1717| HB1722 CAIRO SINGER SEWING MACH STK        APPROX.24.6 KM 2053517.1 |
 HB1717| CI4502 LEVINGS RM 1                         31.626 METERS 34352     |
 HB1717|---------------------------------------------------------------------|
 HB1717
 HB1717                          SUPERSEDED SURVEY CONTROL
 HB1717
 HB1717  NAD 83(1997)-  37 13 03.32254(N)    089 03 48.02933(W) AD(       ) 1
 HB1717  NAD 83(1986)-  37 13 03.32706(N)    089 03 48.03297(W) AD(       ) 1
 HB1717  NAD 27      -  37 13 03.14009(N)    089 03 47.77297(W) AD(       ) 1
 HB1717
 HB1717.Superseded values are not recommended for survey control.
 HB1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1717.See file dsdata.txt to determine how the superseded data were derived.
 HB1717
 HB1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG1692621005(NAD 83)
 HB1717_MARKER: DS = TRIANGULATION STATION DISK
 HB1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1717
 HB1717  HISTORY     - Date     Condition        Report By
 HB1717  HISTORY     - 1930     MONUMENTED       CGS
 HB1717  HISTORY     - 1957     GOOD             CGS
 HB1717  HISTORY     - 1960     GOOD             CGS
 HB1717  HISTORY     - 1986     GOOD             USE
 HB1717
 HB1717                          STATION DESCRIPTION
 HB1717
 HB1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 HB1717'STATION IS ABOUT 10-1/2 MILES NORTHEAST OF MOUNDS, 3-1/2 MILES
 HB1717'SOUTHWEST OF GRAND CHAIN, AND 2-1/2 MILES NORTH- NORTHEAST
 HB1717'OF OLMSTEAD, IN THE SCHOOL-YARD OF THE PLEASANT GROVE SCHOOL, T. 15
 HB1717'S., R. 1 E., 3RD PRINCIPAL MERIDIAN.
 HB1717'
 HB1717'STATION MARK IS 31 FEET EAST OF THE WEST FENCE OF THE SCHOOL-YARD, 64
 HB1717'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 116 FEET WEST
 HB1717'OF THE WEST SIDE OF THE SCHOOLHOUSE. MARK IS FLUSH WITH GROUND.
 HB1717'
 HB1717'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HB1717'
 HB1717'REFERENCE MARK NO.1 IS IN THE NORTHWEST CORNER OF THE SCHOOL-YARD.
 HB1717'
 HB1717'REFERENCE MARK NO.2 IS 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 HB1717'AND ABOUT 150 FEET EAST OF THE SCHOOLHOUSE.
 HB1717'
 HB1717'HEIGHT OF SIGNAL ABOVE STATION MARK-33 METERS.
 HB1717
 HB1717                          STATION RECOVERY (1957)
 HB1717
 HB1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 HB1717'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 HB1717'GOOD CONDITION. REFERENCE MARK 3 AND AN AZIMUTH MARK WERE
 HB1717'ESTABLISHED AT THIS TIME.
 HB1717'
 HB1717'A COMPLETE NEW DESCRIPTION FOLLOWS-
 HB1717'
 HB1717'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF GRAND CHAIN, ABOUT
 HB1717'8 MILES EAST OF PULASKI, ABOUT 2 MILES NORTHWEST OF THE
 HB1717'OHIO RIVER, ON LEIVINGS SCHOOL PROPERTY. IT IS 64 FEET NORTH
 HB1717'OF THE CENTERLINE OF A GRAVELED ROAD, 119 FEET WEST OF
 HB1717'THE SOUTHWEST CORNER OF A FRAME SCHOOL BUILDING, 27 FEET NORTHEAST OF
 HB1717'A 24 INCH WALNUT TREE AND 47 FEET NORTHEAST OF A POWER LINE
 HB1717'POLE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LEVINGS 1930.
 HB1717'
 HB1717'TO REACH THE STATION FROM THE RAILROAD CROSSING AND A PAVED ROAD IN
 HB1717'GRAND CHAIN, GO NORTHWEST ON THE PAVED STREET FOR 0.15 MILE TO
 HB1717'THE JUNCTION OF STATE HIGHWAY 37. TURN LEFT AND GO SOUTHWEST ON
 HB1717'HIGHWAY 37 FOR 3.2 MILES TO A GRAVELED CROSSROAD*. TURN
 HB1717'RIGHT AND GO ABOUT 100 FEET TO A FORK JUST AFTER CROSSING THE OLD
 HB1717'HIGHWAY. TAKE LEFT FORK AND GO WEST ON THE GRAVELED ROAD FOR 0.1
 HB1717'MILE TO THE SCHOOL BUILDING ON THE RIGHT AND THE MARK ON THE RIGHT.
 HB1717'
 HB1717'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHWEST ON
 HB1717'HIGHWAY 37 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 HB1717'
 HB1717'REFERENCE MARK 1 IS SET IN THE NORTHWEST CORNER OF THE SCHOOL PLAY
 HB1717'GROUND, 1 FOOT EAST OF A FENCE AND 18 FEET SOUTHWEST OF A
 HB1717'36 INCH OAK TREE. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HB1717'STAMPED LEVINGS NO 1 1930.
 HB1717'
 HB1717'REFERENCE MARK 2 IS 16 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HB1717'ROAD, 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 HB1717'FRAME BUILDING AND 70 FEET SOUTHEAST OF A POWER LINE POLE. THE
 HB1717'MONUMENT IS FLUSH AND THE DISK IS STAMPED LEVINGS NO 2  1930.
 HB1717'
 HB1717'REFERENCE MARK 3 IS 21 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 HB1717'ROAD AND 2 FEET WEST OF A TELEPHONE POLE. THE MONUMENT
 HB1717'PROJECTS 2 INCHES AND THE DISK IS STAMPED LEVINGS NO 3 1930.
 HB1717'
 HB1717'THE AZIMUTH MARK IS 52 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 HB1717'37, 2 FEET NORTH OF A WHITE WITNESS POST, 1 FOOT WEST OF A
 HB1717'FENCE AND 50 FEET SOUTH OF A TELEPHONE POLE. THE MONUMENT PROJECTS 2
 HB1717'INCHES AND THE DISK IS STAMPED LEVINGS 1930.
 HB1717'
 HB1717'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 HB1717
 HB1717                          STATION RECOVERY (1960)
 HB1717
 HB1717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 HB1717'THE STATION WAS RECOVERED AS DESCRIBED IN 1957 AND ALL MARKS WERE
 HB1717'FOUND TO BE IN GOOD CONDITION.
 HB1717'
 HB1717'THE 1957 DESCRIPTION AND TO REACH THE STATION IS ADEQUATE.
 HB1717'
 HB1717'A NEW WITNESS POST WAS ADDED AT THE STATION. THE STATION MARK IS 42.8
 HB1717'FEET NORTH OF WITNESS POST.
 HB1717'
 HB1717'A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO REFERENCE MARK 1 AND
 HB1717'REFERENCE MARK 3. THE DISTANCE TO REFERENCE MARK 1 IS 103.75
 HB1717'FEET OR 31.622 METERS AND THE DISTANCE TO REFERENCE MARK 3 IS 85.95
 HB1717'FEET OR 26.198 METERS.
 HB1717'
 HB1717'REFERENCE MARK 2 COULD NOT BE MEASURED, DUE TO A LARGE WOODEN FENCE
 HB1717'ON LINE.
 HB1717'
 HB1717'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 HB1717
 HB1717                          STATION RECOVERY (1986)
 HB1717
 HB1717'RECOVERY NOTE BY US ENGINEERS 1986 (FWF)
 HB1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0662 ***********************************************************************
 MG0662  DESIGNATION -  LEWIS
 MG0662  PID         -  MG0662
 MG0662  STATE/COUNTY-  IL/WHITESIDE
 MG0662  USGS QUAD   -  THOMSON (1985)
 MG0662
 MG0662                         *CURRENT SURVEY CONTROL
 MG0662  ___________________________________________________________________
 MG0662* NAD 83(1997)-  41 52 57.78732(N)    090 02 46.09389(W)     ADJUSTED  
 MG0662* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 MG0662  ___________________________________________________________________
 MG0662  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 MG0662  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MG0662
 MG0662  HORZ ORDER  -  FIRST
 MG0662
 MG0662.The horizontal coordinates were established by classical geodetic methods
 MG0662.and adjusted by the National Geodetic Survey in October 1999..
 MG0662
 MG0662.The orthometric height was scaled from a topographic map.
 MG0662
 MG0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0662
 MG0662.The geoid height was determined by GEOID03.
 MG0662
 MG0662;                    North         East     Units Scale Factor Converg.
 MG0662;SPC IL W     -   579,063.687   710,003.687   MT  0.99994241   +0 04 49.7
 MG0662;SPC IL W     - 1,899,811.45  2,329,403.76   sFT  0.99994241   +0 04 49.7
 MG0662;SPC IA S     -   214,772.847   786,610.176   MT  1.00001916   +2 16 30.2
 MG0662;UTM  15      - 4,640,974.567   745,092.555   MT  1.00033925   +1 58 22.8
 MG0662;UTM  16      - 4,641,242.475   247,250.329   MT  1.00038616   -2 02 04.9
 MG0662
 MG0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0662!SPC IL W     -   0.99996723  x   0.99994241  =   0.99990964
 MG0662!SPC IA S     -   0.99996723  x   1.00001916  =   0.99998639
 MG0662!UTM  15      -   0.99996723  x   1.00033925  =   1.00030647
 MG0662!UTM  16      -   0.99996723  x   1.00038616  =   1.00035338
 MG0662
 MG0662|---------------------------------------------------------------------|
 MG0662| PID    Reference Object                     Distance      Geod. Az  |
 MG0662|                                                           dddmmss.s |
 MG0662| MG0660 LEWIS 2                              84.351 METERS 02259     |
 MG0662| MG0661 LEWIS 2 AZ MK                       APPROX. 0.6 KM 0994733.1 |
 MG0662| CL9732 LEWIS RM 1                           34.467 METERS 12348     |
 MG0662| MF1753 MORRISON AVIATION BEACON 31         APPROX.15.2 KM 1283130.5 |
 MG0662| MF1749 LYNDON AVIATION BEACON 7            APPROX.21.0 KM 1570145.6 |
 MG0662| MG0663 GARDEN PLAIN AVIATION BCN 30        APPROX.10.1 KM 2032137.6 |
 MG0662| MG0665 CLINTON CITY COURTHOUSE             APPROX.12.3 KM 2531438.9 |
 MG0662| CL9733 LEWIS RM 2 AZIMUTH                                 27717     |
 MG0662| CL9734 LEWIS RM 3                           45.592 METERS 28122     |
 MG0662|---------------------------------------------------------------------|
 MG0662
 MG0662                          SUPERSEDED SURVEY CONTROL
 MG0662
 MG0662  NAD 83(1997)-  41 52 57.78733(N)    090 02 46.09389(W) AD(       ) 1
 MG0662  NAD 83(1986)-  41 52 57.79427(N)    090 02 46.09746(W) AD(       ) 1
 MG0662  NAD 27      -  41 52 57.68700(N)    090 02 45.64600(W) AD(       ) 1
 MG0662
 MG0662.Superseded values are not recommended for survey control.
 MG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0662.See file dsdata.txt to determine how the superseded data were derived.
 MG0662
 MG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4509340975(NAD 83)
 MG0662_MARKER: DS = TRIANGULATION STATION DISK
 MG0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0662
 MG0662  HISTORY     - Date     Condition        Report By
 MG0662  HISTORY     - 1931     MONUMENTED       CGS
 MG0662  HISTORY     - 1938     GOOD             CGS
 MG0662  HISTORY     - 1952     GOOD             CGS
 MG0662  HISTORY     - 1972     SEE DESCRIPTION  NGS
 MG0662  HISTORY     - 19940928 MARK NOT FOUND   USPSQD
 MG0662  HISTORY     - 19990505 MARK NOT FOUND   USPSQD
 MG0662  HISTORY     - 20030312 MARK NOT FOUND   USPSQD
 MG0662
 MG0662                          STATION DESCRIPTION
 MG0662
 MG0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 MG0662'STATION IS 5-1/2 MILES E OF FULTON, ON A GRASSY KNOLL IN
 MG0662'PASTURE OWNED BY MR. ALLEN LEWIS WHO LIVES ON N SIDE OF ROAD
 MG0662'ABOUT 1/2 MILE W OF STATION.  REACHED FROM FULTON AS FOLLOWS--
 MG0662'TURN E OFF OF MAIN STREET OF TOWN ONTO ELEVENTH AVENUE AT
 MG0662'FLAGPOLE.  FOLLOW ELEVENTH STREET TO ITS END AND THEN JOG LEFT ONE
 MG0662'BLOCK AND THEN RIGHT AND CONTINUE ON MAIN-TRAVELED ROAD.  AT
 MG0662'2.6 MILES (DISTANCES TAKEN FROM FLAGPOLE) TURN RIGHT AT
 MG0662'T-INTERSECTION, AT 4.4 MILES KEEP STRAIGHT AHEAD, AT 5.4 MILES
 MG0662'TURN RIGHT AT T-INTERSECTION AND CONTINUE AHEAD TO 6.5
 MG0662'MILES WHERE STATION IS OPPOSITE ON RIGHT HAND.
 MG0662'
 MG0662'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MG0662'DISKS SET IN CONCRETE.
 MG0662'
 MG0662'MARK IS ON THE HIGHEST POINT OF A GRASSY KNOLL IN COW PASTURE
 MG0662'ABOUT 150 YARDS S OF ROAD, 33 YARDS W OF THE 1/2 SECTION
 MG0662'LINE FENCE OF SEC. 21, SE 1/4 OF NW 1/4 T 22 N, R 4 E OF THE
 MG0662'4TH PRINCIPAL MERIDIAN, 52 YARDS E OF ANOTHER FENCE ON W SIDE OF
 MG0662'PASTURE, AND 14 YARDS NW OF A CIRCULAR DEPRESSION ON TOP OF
 MG0662'KNOLL.  MARK IS 4 INCHES ABOVE THE SURFACE.
 MG0662'
 MG0662'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1 FOOT W OF THE HALF
 MG0662'SECTION LINE FENCE, AND IN THE SAME PASTURE AS THE STATION.
 MG0662'REFERENCE MARK NO. 2 IS W OF THE STATION, 1 FOOT N OF FENCE
 MG0662'ON S SIDE OF AN E-W ROAD, 9 METERS (30 FEET) S OF CENTER
 MG0662'LINE OF THIS ROAD, 12 METERS (39 FEET) E OF A 3-FOOT COTTONWOOD
 MG0662'TREE ON FENCE LINE, 75 METERS (246 FEET) W OF T-INTERSECTION,
 MG0662'AND 75 METERS (246 FEET) E OF DRIVEWAY TO HOUSE ON N SIDE OF
 MG0662'ROAD.  MARK IS 4 INCHES ABOVE GROUND AND 3/4 MILE DISTANT
 MG0662'FROM STATION.
 MG0662'
 MG0662'HEIGHT OF SIGNAL ABOVE STATION MARK - 27 METERS.
 MG0662
 MG0662                          STATION RECOVERY (1938)
 MG0662
 MG0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CDM)
 MG0662'STATION LEWIS (1931) WAS FOUND AS DESCRIBED, AND
 MG0662'RECOVERED IN GOOD CONDITION.  IT IS LOCATED ON THE LAND OF
 MG0662'ALLEN LEWIS IN THE SE 1/4 OF THE NW 1/4 OF SEC. 25, T 22 N,
 MG0662'R 4 E.  IT IS 6 MILES E AND 1 MILE N OF FULTON ON TOP OF A
 MG0662'BARE GRASSY KNOLL IN A PASTURE ABOUT 150 YARDS S OF THE E-W
 MG0662'ROAD, 33 YARDS W OF A N-S HALF SECTION LINE FENCE, ABOUT
 MG0662'75 YARDS S OF A POND IN THE PASTURE, AND PROJECTS 2 INCHES.
 MG0662'
 MG0662'REFERENCE MARK NO. 1 WAS FOUND AS DESCRIBED,
 MG0662'AND RECOVERED IN GOOD CONDITION.  IT IS ABOUT 1 FOOT E OF
 MG0662'THE HALF SECTION LINE FENCE MENTIONED ABOVE AND SE OF THE STATION,
 MG0662'AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 WAS FOUND AS
 MG0662'DESCRIBED, AND RECOVERED IN GOOD CONDITION.  IT IS
 MG0662'WNW OF THE STATION, 1 FOOT N OF THE S RIGHT-OF-WAY FENCE,
 MG0662'35 FEET S OF THE CENTER LINE OF GRADED E-W ROAD, 75 METERS
 MG0662'W OF A ROAD T-INTERSECTION, AND PROJECTS 6 INCHES.  REFERENCE
 MG0662'MARK NO. 3 IS A NEW MARK DESCRIBED, AND PROJECTS
 MG0662'6 INCHES.  IT IS WNW OF THE STATION, AND 1 FOOT E OF A N-S
 MG0662'FENCE.
 MG0662'
 MG0662'STATION WAS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MG0662'ILL. 80 IN THE SE PART OF FULTON, BY GOING E ON U.S. HIGHWAY
 MG0662'30 (PAVED) AND ARROW CHICAGO FOR 4.45 MILES, THEN TURN SHARP
 MG0662'LEFT AT A SCHOOL ON THE RIGHT AND FOLLOW ROAD N FOR 2.3
 MG0662'MILES TO THE END OF THE ROAD AND A SCHOOL ON THE LEFT, THEN
 MG0662'TURN RIGHT, OR E, AND GO 1.6 MILES TO THE STATION ON THE
 MG0662'TOP OF A GRASSY KNOLL ON THE RIGHT.
 MG0662'
 MG0662'A 90-FOOT TOWER AT STATION HAMPSHIRE (1931) IS VISIBLE FROM
 MG0662'THE GROUND AT THIS STATION, BUT A 90-FOOT TOWER AT THIS STATION
 MG0662'IS REQUIRED TO SEE THE OTHER STATIONS.
 MG0662
 MG0662                          STATION RECOVERY (1952)
 MG0662
 MG0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 MG0662'THE STATION WAS RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION
 MG0662'ADEQUATE.
 MG0662
 MG0662                          STATION RECOVERY (1972)
 MG0662
 MG0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MG0662'THE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 MG0662'1 WAS FOUND UPROOTED AND THE DISK SALVAGED.  REFERENCE MARKS
 MG0662'2 AND 3 WERE NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED.
 MG0662'THE STATION MARK WAS IN THE WAY OF GRADING AND WAS DESTROYED
 MG0662'AFTER A NEW STATION LEWIS 2 1972 WAS ESTABLISHED.
 MG0662'
 MG0662'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MG0662'
 MG0662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 MG0662'3-1/2 MILES NORTHWEST OF UNION GROVE
 MG0662
 MG0662                          STATION RECOVERY (1994)
 MG0662
 MG0662'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0662'MARK NOT FOUND.
 MG0662
 MG0662                          STATION RECOVERY (1999)
 MG0662
 MG0662'RECOVERY NOTE BY US POWER SQUADRON 1999
 MG0662'MARK NOT FOUND.
 MG0662
 MG0662                          STATION RECOVERY (2003)
 MG0662
 MG0662'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MG0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0660 ***********************************************************************
 MG0660  DESIGNATION -  LEWIS 2
 MG0660  PID         -  MG0660
 MG0660  STATE/COUNTY-  IL/WHITESIDE
 MG0660  USGS QUAD   -  THOMSON (1985)
 MG0660
 MG0660                         *CURRENT SURVEY CONTROL
 MG0660  ___________________________________________________________________
 MG0660* NAD 83(1997)-  41 53 00.30419(N)    090 02 44.66517(W)     ADJUSTED  
 MG0660* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 MG0660  ___________________________________________________________________
 MG0660  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 MG0660  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MG0660
 MG0660  HORZ ORDER  -  SECOND
 MG0660
 MG0660.The horizontal coordinates were established by classical geodetic methods
 MG0660.and adjusted by the National Geodetic Survey in October 1999..
 MG0660.No horizontal observational check was made to the station.
 MG0660
 MG0660.The orthometric height was scaled from a topographic map.
 MG0660
 MG0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0660
 MG0660.The geoid height was determined by GEOID03.
 MG0660
 MG0660;                    North         East     Units Scale Factor Converg.
 MG0660;SPC IL W     -   579,141.382   710,036.516   MT  0.99994242   +0 04 50.6
 MG0660;SPC IL W     - 1,900,066.35  2,329,511.47   sFT  0.99994242   +0 04 50.6
 MG0660;SPC IA S     -   214,851.748   786,640.008   MT  1.00001931   +2 16 31.2
 MG0660;UTM  15      - 4,641,053.335   745,122.813   MT  1.00033943   +1 58 23.9
 MG0660;UTM  16      - 4,641,318.939   247,286.020   MT  1.00038594   -2 02 04.1
 MG0660
 MG0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0660!SPC IL W     -   0.99996770  x   0.99994242  =   0.99991012
 MG0660!SPC IA S     -   0.99996770  x   1.00001931  =   0.99998701
 MG0660!UTM  15      -   0.99996770  x   1.00033943  =   1.00030712
 MG0660!UTM  16      -   0.99996770  x   1.00038594  =   1.00035363
 MG0660
 MG0660:                Primary Azimuth Mark                     Grid Az
 MG0660:SPC IL W     -  LEWIS 2 AZ MK                            107 36 34.9
 MG0660:SPC IA S     -  LEWIS 2 AZ MK                            105 24 54.3
 MG0660:UTM  15      -  LEWIS 2 AZ MK                            105 43 01.6
 MG0660:UTM  16      -  LEWIS 2 AZ MK                            109 43 29.6
 MG0660
 MG0660|---------------------------------------------------------------------|
 MG0660| PID    Reference Object                     Distance      Geod. Az  |
 MG0660|                                                           dddmmss.s |
 MG0660| MG0661 LEWIS 2 AZ MK                       APPROX. 0.6 KM 1074125.5 |
 MG0660| CL9735 LEWIS 2 RM 3                          5.426 METERS 14707     |
 MG0660| MG0662 LEWIS                                84.351 METERS 20259     |
 MG0660| CL9736 LEWIS 2 RM 4                          6.635 METERS 29400     |
 MG0660|---------------------------------------------------------------------|
 MG0660
 MG0660                          SUPERSEDED SURVEY CONTROL
 MG0660
 MG0660  NAD 83(1997)-  41 53 00.30419(N)    090 02 44.66518(W) AD(       ) 2
 MG0660  NAD 83(1986)-  41 53 00.31113(N)    090 02 44.66875(W) AD(       ) 2
 MG0660  NAD 27      -  41 53 00.20333(N)    090 02 44.21771(W) AD(       ) 2
 MG0660
 MG0660.Superseded values are not recommended for survey control.
 MG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0660.See file dsdata.txt to determine how the superseded data were derived.
 MG0660
 MG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4512341053(NAD 83)
 MG0660_MARKER: DS = TRIANGULATION STATION DISK
 MG0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MG0660
 MG0660  HISTORY     - Date     Condition        Report By
 MG0660  HISTORY     - 1972     MONUMENTED       NGS
 MG0660  HISTORY     - 19940921 GOOD             USPSQD
 MG0660  HISTORY     - 19990505 GOOD             USPSQD
 MG0660  HISTORY     - 20030312 GOOD             USPSQD
 MG0660  HISTORY     - 20050326 GOOD             USPSQD
 MG0660
 MG0660                          STATION DESCRIPTION
 MG0660
 MG0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MG0660'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST
 MG0660'1/4 OF SECTION 21, T-22-N, R-4-E, ON ROAD RIGHT-OF-WAY, 18
 MG0660'FEET NORTHWEST OF A WATER PUMP, 12 FEET EAST OF A FENCE
 MG0660'CORNER, 57 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 1 FOOT
 MG0660'WEST OF A METAL WITNESS POST AND 2 FEET SOUTH OF A FENCE.
 MG0660'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LEWIS
 MG0660'2 1972.
 MG0660'
 MG0660'TO REACH THE STATION FROM THE OVERPASS OF U.S. HIGHWAY 30
 MG0660'AT UNION GROVE, GO NORTHWEST AND NORTH ON UNION GROVE ROAD FOR 3.5
 MG0660'MILES TO A ROAD FOR.  TAKE THE LEFT FORK AND GO WEST ON PAVED
 MG0660'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 MG0660'WEST ON THE ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 MG0660'
 MG0660'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LEWIS 2 NO 3
 MG0660'1972, SET IN A DRILL HOLE IN THE TOP AND SOUTHWEST CORNER OF
 MG0660'THE CONCRETE BASE OF THE WATER PUMP, 25 FEET SOUTHEAST OF
 MG0660'THE FENCE CORNER AND 8 FEET SOUTH OF THE FENCE.
 MG0660'
 MG0660'REFERENCE MARK 4 IS 9 FEET WEST OF THE FENCE CORNER, 2 FEET
 MG0660'NORTH OF THE FENCE AND 55 FEET SOUTH OF THE CENTERLINE OF THE
 MG0660'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MG0660'LEWIS 2 NO 4 1972.
 MG0660'
 MG0660'THE AZIMUTH MARK IS 54 FEET EAST OF THE CENTERLINE OF
 MG0660'FIELD ENTRANCE 38 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MG0660'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 MG0660'5 INCHES AND THE DISK IS STAMPED LEWIS 2 1972.
 MG0660'
 MG0660'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MG0660
 MG0660                          STATION RECOVERY (1994)
 MG0660
 MG0660'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0660'RECOVERED IN GOOD CONDITION.
 MG0660
 MG0660                          STATION RECOVERY (1999)
 MG0660
 MG0660'RECOVERY NOTE BY US POWER SQUADRON 1999
 MG0660'RECOVERED IN GOOD CONDITION.
 MG0660
 MG0660                          STATION RECOVERY (2003)
 MG0660
 MG0660'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MG0660'RECOVERED IN GOOD CONDITION.
 MG0660
 MG0660                          STATION RECOVERY (2005)
 MG0660
 MG0660'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MG0660'RM3 AND 4 FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0661 ***********************************************************************
 MG0661  DESIGNATION -  LEWIS 2 AZ MK
 MG0661  PID         -  MG0661
 MG0661  STATE/COUNTY-  IL/WHITESIDE
 MG0661  USGS QUAD   -  THOMSON (1985)
 MG0661
 MG0661                         *CURRENT SURVEY CONTROL
 MG0661  ___________________________________________________________________
 MG0661* NAD 83(1997)-  41 52 54.41679(N)    090 02 19.96841(W)     ADJUSTED  
 MG0661* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 MG0661  ___________________________________________________________________
 MG0661  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MG0661  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MG0661
 MG0661  HORZ ORDER  -  SECOND
 MG0661
 MG0661.The horizontal coordinates were established by classical geodetic methods
 MG0661.and adjusted by the National Geodetic Survey in October 1999..
 MG0661.No horizontal observational check was made to the station.
 MG0661
 MG0661.The orthometric height was scaled from a topographic map.
 MG0661
 MG0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 MG0661
 MG0661.The geoid height was determined by GEOID03.
 MG0661
 MG0661;                    North         East     Units Scale Factor Converg.
 MG0661;SPC IL W     -   578,960.573   710,606.163   MT  0.99994256   +0 05 07.1
 MG0661;SPC IL W     - 1,899,473.15  2,331,380.39   sFT  0.99994256   +0 05 07.1
 MG0661;SPC IA S     -   214,692.874   787,216.205   MT  1.00001897   +2 16 47.4
 MG0661;UTM  15      - 4,640,891.373   745,698.350   MT  1.00034290   +1 58 40.1
 MG0661;UTM  16      - 4,641,117.140   247,848.854   MT  1.00038244   -2 01 47.3
 MG0661
 MG0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MG0661!SPC IL W     -   0.99996817  x   0.99994256  =   0.99991073
 MG0661!SPC IA S     -   0.99996817  x   1.00001897  =   0.99998714
 MG0661!UTM  15      -   0.99996817  x   1.00034290  =   1.00031106
 MG0661!UTM  16      -   0.99996817  x   1.00038244  =   1.00035060
 MG0661
 MG0661:                Primary Azimuth Mark                     Grid Az
 MG0661:SPC IL W     -  LEWIS                                    279 42 43.4
 MG0661:SPC IA S     -  LEWIS                                    277 31 03.1
 MG0661:UTM  15      -  LEWIS                                    277 49 10.4
 MG0661:UTM  16      -  LEWIS                                    281 49 37.8
 MG0661
 MG0661|---------------------------------------------------------------------|
 MG0661| PID    Reference Object                     Distance      Geod. Az  |
 MG0661|                                                           dddmmss.s |
 MG0661| MG0662 LEWIS                               APPROX. 0.6 KM 2794750.5 |
 MG0661| MG0660 LEWIS 2                             APPROX. 0.6 KM 2874142.0 |
 MG0661|---------------------------------------------------------------------|
 MG0661
 MG0661                          SUPERSEDED SURVEY CONTROL
 MG0661
 MG0661  NAD 83(1997)-  41 52 54.41679(N)    090 02 19.96841(W) AD(       ) 2
 MG0661  NAD 83(1986)-  41 52 54.42374(N)    090 02 19.97200(W) AD(       ) 2
 MG0661  NAD 27      -  41 52 54.31641(N)    090 02 19.52148(W) AD(       ) 2
 MG0661
 MG0661.Superseded values are not recommended for survey control.
 MG0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0661.See file dsdata.txt to determine how the superseded data were derived.
 MG0661
 MG0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG4569840891(NAD 83)
 MG0661_MARKER: DS = TRIANGULATION STATION DISK
 MG0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0661+STABILITY: SURFACE MOTION
 MG0661
 MG0661  HISTORY     - Date     Condition        Report By
 MG0661  HISTORY     - 1972     MONUMENTED       NGS
 MG0661  HISTORY     - 19940921 GOOD             USPSQD
 MG0661  HISTORY     - 19990505 GOOD             USPSQD
 MG0661  HISTORY     - 20030312 GOOD             USPSQD
 MG0661  HISTORY     - 20050326 GOOD             USPSQD
 MG0661
 MG0661                          STATION DESCRIPTION
 MG0661
 MG0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MG0661'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF THE NORTHWEST
 MG0661'1/4 OF SECTION 21, T-22-N, R-4-E, ON ROAD RIGHT-OF-WAY, 18
 MG0661'FEET NORTHWEST OF A WATER PUMP, 12 FEET EAST OF A FENCE
 MG0661'CORNER, 57 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 1 FOOT
 MG0661'WEST OF A METAL WITNESS POST AND 2 FEET SOUTH OF A FENCE.
 MG0661'
 MG0661'THE AZIMUTH MARK IS 54 FEET EAST OF THE CENTERLINE OF
 MG0661'FIELD ENTRANCE 38 FEET NORTH OF THE CENTERLINE OF THE ROAD
 MG0661'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 MG0661'5 INCHES AND THE DISK IS STAMPED LEWIS 2 1972.
 MG0661
 MG0661                          STATION RECOVERY (1994)
 MG0661
 MG0661'RECOVERY NOTE BY US POWER SQUADRON 1994
 MG0661'RECOVERED IN GOOD CONDITION.
 MG0661
 MG0661                          STATION RECOVERY (1999)
 MG0661
 MG0661'RECOVERY NOTE BY US POWER SQUADRON 1999
 MG0661'RECOVERED IN GOOD CONDITION.
 MG0661
 MG0661                          STATION RECOVERY (2003)
 MG0661
 MG0661'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCK)
 MG0661'RECOVERED IN GOOD CONDITION.
 MG0661
 MG0661                          STATION RECOVERY (2005)
 MG0661
 MG0661'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCK)
 MG0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1346 ***********************************************************************
 MF1346  DESIGNATION -  LEWIS SCH OF SCI AND TECH TANK
 MF1346  PID         -  MF1346
 MF1346  STATE/COUNTY-  IL/WILL
 MF1346  USGS QUAD   -  JOLIET (1993)
 MF1346
 MF1346                         *CURRENT SURVEY CONTROL
 MF1346  ___________________________________________________________________
 MF1346* NAD 83(1997)-  41 36 17.07716(N)    088 04 50.04762(W)     ADJUSTED  
 MF1346* NAVD 88     -                                                        
 MF1346  ___________________________________________________________________
 MF1346  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 MF1346  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MF1346
 MF1346  HORZ ORDER  -  THIRD
 MF1346
 MF1346.The horizontal coordinates were established by classical geodetic methods
 MF1346.and adjusted by the National Geodetic Survey in October 1999..
 MF1346
 MF1346
 MF1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1346
 MF1346.The geoid height was determined by GEOID03.
 MF1346
 MF1346;                    North         East     Units Scale Factor Converg.
 MF1346;SPC IL E     -   548,233.663   321,070.311   MT  0.99998046   +0 10 04.2
 MF1346;SPC IL E     - 1,798,663.28  1,053,378.18   sFT  0.99998046   +0 10 04.2
 MF1346;UTM  16      - 4,606,456.694   409,957.563   MT  0.99969977   -0 43 03.1
 MF1346
 MF1346                          SUPERSEDED SURVEY CONTROL
 MF1346
 MF1346  NAD 83(1997)-  41 36 17.07744(N)    088 04 50.04799(W) AD(       ) 4
 MF1346  NAD 83(1986)-  41 36 17.07812(N)    088 04 50.05764(W) AD(       ) 4
 MF1346  NAD 27      -  41 36 16.96900(N)    088 04 49.83700(W) AD(       ) 3
 MF1346
 MF1346.Superseded values are not recommended for survey control.
 MF1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1346.See file dsdata.txt to determine how the superseded data were derived.
 MF1346
 MF1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0995806457(NAD 83)
 MF1346_MARKER: 53 = ELEVATED TANK
 MF1346
 MF1346  HISTORY     - Date     Condition        Report By
 MF1346  HISTORY     - 1944     FIRST OBSERVED   CGS
 MF1346  HISTORY     - 1956     GOOD             CGS
 MF1346
 MF1346                          STATION DESCRIPTION
 MF1346
 MF1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1346'STATION IS LOCATED ABOUT 4.5 MILES N OF THE CITY OF JOLIET,
 MF1346'ON THE GROUNDS OF THE LEWIS SCHOOL OF AERONAUTICS.  THE
 MF1346'TANK IS A FOUR-LEGGED STEEL STRUCTURE PAINTED A BLACK AND
 MF1346'YELLOW CHECK.  THE TANK, WHICH WAS ERECTED IN 1934, IS 107
 MF1346'FEET IN HEIGHT WITH A CAPACITY OF 60,000 GALLONS.
 MF1346'
 MF1346'TO REACH THE STATION FROM THE UNDERPASS OF ALT. U.S. HIGHWAY
 MF1346'66 UNDER THE ELGIN, JOLIET AND EASTERN RAILWAY CO. IN JOLIET,
 MF1346'GO N ON ALT. U.S. HIGHWAY 66 FOR 3.6 MILES TO THE SCHOOL
 MF1346'ENTRANCE ON THE LEFT.  TURN LEFT, ENTERING THE GATE, AND FOLLOW
 MF1346'A GRAVELED ROAD 0.3 MILE TO THE SCHOOL AND TANK.
 MF1346'
 MF1346'A BALL FINIAL AT THE PEAK OF THE CONICAL ROOF WAS THE POINT
 MF1346'SIGHTED.
 MF1346
 MF1346                          STATION RECOVERY (1956)
 MF1346
 MF1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1346'THIS STATION WAS LISTED PREVIOUSLY AS JOLIET, LEWIS SCHOOL
 MF1346'OF AREONAUTICS, WATER TANK.  THE STATION WAS RECOVERED IN
 MF1346'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH
 MF1346'THE FOLLOWING CHANGES.  THE TANK IS PAINTED IN LARGE RED
 MF1346'AND WHITE CHECKS WITH RED LEGS AND A WHITE FEED PIPE.  RED
 MF1346'OBSTRUCTION LIGHTS ARE ATTACHED TO THE BALL AT THE APEX
 MF1346'OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0731 ***********************************************************************
 LD0731  DESIGNATION -  LEWISTON FIRST PRESB CH SPIRE
 LD0731  PID         -  LD0731
 LD0731  STATE/COUNTY-  IL/FULTON
 LD0731  USGS QUAD   -  LEWISTOWN (1979)
 LD0731
 LD0731                         *CURRENT SURVEY CONTROL
 LD0731  ___________________________________________________________________
 LD0731* NAD 83(1997)-  40 23 48.83153(N)    090 09 16.62713(W)     ADJUSTED  
 LD0731* NAVD 88     -                                                        
 LD0731  ___________________________________________________________________
 LD0731  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 LD0731  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0731
 LD0731  HORZ ORDER  -  THIRD
 LD0731
 LD0731.The horizontal coordinates were established by classical geodetic methods
 LD0731.and adjusted by the National Geodetic Survey in October 1999..
 LD0731
 LD0731
 LD0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0731
 LD0731.The geoid height was determined by GEOID03.
 LD0731
 LD0731;                    North         East     Units Scale Factor Converg.
 LD0731;SPC IL W     -   414,056.174   701,022.785   MT  0.99994119   +0 00 28.1
 LD0731;SPC IL W     - 1,358,449.30  2,299,938.92   sFT  0.99994119   +0 00 28.1
 LD0731;UTM  15      - 4,475,698.253   741,484.923   MT  1.00031789   +1 50 41.7
 LD0731
 LD0731                          SUPERSEDED SURVEY CONTROL
 LD0731
 LD0731  NAD 83(1997)-  40 23 48.84025(N)    090 09 16.63113(W) AD(       ) 4
 LD0731  NAD 83(1986)-  40 23 48.83982(N)    090 09 16.61884(W) AD(       ) 4
 LD0731  NAD 27      -  40 23 48.69000(N)    090 09 16.19000(W) AD(       ) 3
 LD0731
 LD0731.Superseded values are not recommended for survey control.
 LD0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0731.See file dsdata.txt to determine how the superseded data were derived.
 LD0731
 LD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4148575698(NAD 83)
 LD0731_MARKER: 90 = CHURCH SPIRE
 LD0731
 LD0731  HISTORY     - Date     Condition        Report By
 LD0731  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0731
 LD0731                          STATION DESCRIPTION
 LD0731
 LD0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0731'THIS STATION IS THE SPIRE ON THE FIRST PRESBYTERIAN CHURCH IN
 LD0731'THE TOWN OF LEWISTON.  IT IS LOCATED ON THE E SIDE OF THE SQUARE,
 LD0731'ABOUT 130 FEET E OF THE CENTER LINE OF MAIN STREET (ROUTE 78)
 LD0731'AND ABOUT 100 FEET N OF THE CENTER LINE OF EAST LINCOLN AVENUE,
 LD0731'IN THE SW 1/4 SEC. 22, T 5 N, R 3 E.  THE SPIRE WAS ERECTED
 LD0731'IN 1856 AND IS FAIRLY PROMINENT FROM THE N, S AND E, BUT IS
 LD0731'OBSTRUCTED BY HIGH TREES ON THE W SIDE.
 LD0731'
 LD0731'THE SPIRE SETS ON A GREY BRICK TOWER ABOUT 60 FEET HIGH.  IT
 LD0731'IS HEXAGONAL IN SHAPE, GREY-SHINGLED, ABOUT 45 FEET HIGH AND
 LD0731'HAS A SQUARE WINDOW ON THE N, E, S AND W SIDES AT THE BASE.
 LD0731'THERE IS A BALL AND FINIAL ABOUT 6 FEET HIGH AT THE APEX.
 LD0731'TOTAL HEIGHT IS ABOUT 110 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0729 ***********************************************************************
 LD0729  DESIGNATION -  LEWISTON FULTON CO CTHSE CUP
 LD0729  PID         -  LD0729
 LD0729  STATE/COUNTY-  IL/FULTON
 LD0729  USGS QUAD   -  LEWISTOWN (1979)
 LD0729
 LD0729                         *CURRENT SURVEY CONTROL
 LD0729  ___________________________________________________________________
 LD0729* NAD 83(1997)-  40 23 48.82839(N)    090 09 20.29268(W)     ADJUSTED  
 LD0729* NAVD 88     -                                                        
 LD0729  ___________________________________________________________________
 LD0729  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 LD0729  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0729
 LD0729  HORZ ORDER  -  THIRD
 LD0729
 LD0729.The horizontal coordinates were established by classical geodetic methods
 LD0729.and adjusted by the National Geodetic Survey in October 1999..
 LD0729
 LD0729
 LD0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0729
 LD0729.The geoid height was determined by GEOID03.
 LD0729
 LD0729;                    North         East     Units Scale Factor Converg.
 LD0729;SPC IL W     -   414,056.066   700,936.347   MT  0.99994119   +0 00 25.7
 LD0729;SPC IL W     - 1,358,448.94  2,299,655.33   sFT  0.99994119   +0 00 25.7
 LD0729;UTM  15      - 4,475,695.373   741,398.501   MT  1.00031737   +1 50 39.3
 LD0729
 LD0729                          SUPERSEDED SURVEY CONTROL
 LD0729
 LD0729  NAD 83(1997)-  40 23 48.83711(N)    090 09 20.29670(W) AD(       ) 4
 LD0729  NAD 83(1986)-  40 23 48.83668(N)    090 09 20.28439(W) AD(       ) 4
 LD0729  NAD 27      -  40 23 48.69000(N)    090 09 19.85000(W) AD(       ) 3
 LD0729
 LD0729.Superseded values are not recommended for survey control.
 LD0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0729.See file dsdata.txt to determine how the superseded data were derived.
 LD0729
 LD0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4139975695(NAD 83)
 LD0729_MARKER: 86 = CUPOLA
 LD0729
 LD0729  HISTORY     - Date     Condition        Report By
 LD0729  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0729
 LD0729                          STATION DESCRIPTION
 LD0729
 LD0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0729'THIS STATION IS THE CUPOLA ON THE FULTON COUNTY COURTHOUSE,
 LD0729'IN THE TOWN OF LEWISTON.  IT IS LOCATED IN THE CENTER OF THE
 LD0729'SQUARE, ABOUT 105 FEET W OF THE CENTER LINE OF MAIN STREET
 LD0729'(ROUTE 78), AND ABOUT 120 FEET N OF THE CENTER LINE OF WEST
 LD0729'LINCOLN AVENUE, IN THE SW 1/4 SEC. 22, T 5 N, R 3 E.  THE
 LD0729'COURTHOUSE WAS ERECTED IN 1897, AND THE CUPOLA IS QUITE
 LD0729'PROMINENT.
 LD0729'
 LD0729'THE CUPOLA IS ON THE CENTER OF THE GREY STONE COURTHOUSE, WHICH
 LD0729'IS ABOUT 60 FEET HIGH.  THE BOTTOM SECTION OF THE CUPOLA IS
 LD0729'A SQUARE OPEN TOWER ABOUT 20 FEET HIGH WITH PILLARS.  THE SQUARE
 LD0729'OPEN CUPOLA, GREY IN COLOR, IS ABOUT 15 FEET HIGH WITH ARCHED
 LD0729'OPENINGS IN EACH SIDE.  THE SILVER SPHERICAL DOME-SHAPED ROOF
 LD0729'HAS CLOCKS SET IN GABLES ON EACH SIDE.  AT THE APEX OF THE DOME
 LD0729'THERE IS A SLENDER CUPOLA, WITH ARCHED OPENINGS IN EACH SIDE
 LD0729'AND A SHARP PYRAMIDAL ROOF WITH A BALL.  THIS SECTION IS ABOUT
 LD0729'10 FEET HIGH.  THE TOTAL HEIGHT IS ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0730 ***********************************************************************
 LD0730  DESIGNATION -  LEWISTON MUNICIPAL TANK
 LD0730  PID         -  LD0730
 LD0730  STATE/COUNTY-  IL/FULTON
 LD0730  USGS QUAD   -  LEWISTOWN (1979)
 LD0730
 LD0730                         *CURRENT SURVEY CONTROL
 LD0730  ___________________________________________________________________
 LD0730* NAD 83(1997)-  40 23 28.71723(N)    090 09 19.45917(W)     ADJUSTED  
 LD0730* NAVD 88     -                                                        
 LD0730  ___________________________________________________________________
 LD0730  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 LD0730  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0730
 LD0730  HORZ ORDER  -  THIRD
 LD0730
 LD0730.The horizontal coordinates were established by classical geodetic methods
 LD0730.and adjusted by the National Geodetic Survey in October 1999..
 LD0730
 LD0730
 LD0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0730
 LD0730.The geoid height was determined by GEOID03.
 LD0730
 LD0730;                    North         East     Units Scale Factor Converg.
 LD0730;SPC IL W     -   413,435.775   700,956.081   MT  0.99994119   +0 00 26.3
 LD0730;SPC IL W     - 1,356,413.87  2,299,720.08   sFT  0.99994119   +0 00 26.3
 LD0730;UTM  15      - 4,475,075.800   741,438.124   MT  1.00031761   +1 50 39.1
 LD0730
 LD0730                          SUPERSEDED SURVEY CONTROL
 LD0730
 LD0730  NAD 83(1997)-  40 23 28.72454(N)    090 09 19.46156(W) AD(       ) 4
 LD0730  NAD 83(1986)-  40 23 28.72452(N)    090 09 19.44957(W) AD(       ) 4
 LD0730  NAD 27      -  40 23 28.57600(N)    090 09 19.01900(W) AD(       ) 3
 LD0730
 LD0730.Superseded values are not recommended for survey control.
 LD0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0730.See file dsdata.txt to determine how the superseded data were derived.
 LD0730
 LD0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4143875076(NAD 83)
 LD0730_MARKER: 53 = ELEVATED TANK
 LD0730
 LD0730  HISTORY     - Date     Condition        Report By
 LD0730  HISTORY     - 1935     FIRST OBSERVED   CGS
 LD0730
 LD0730                          STATION DESCRIPTION
 LD0730
 LD0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 LD0730'THIS STATION IS THE SILVER MUNICIPAL TANK AT THE S EDGE OF
 LD0730'THE TOWN OF LEWISTON.  IT IS LOCATED ABOUT 0.1 MILE S OF EAST
 LD0730'10TH STREET, AND ABOUT 65 FEET W OF THE CENTER LINE OF S MAIN
 LD0730'STREET (ROUTE 78).  THE TANK WAS ERECTED IN 1914 AND IS FAIRLY
 LD0730'PROMINENT.
 LD0730'
 LD0730'THE TANK HAS FOUR TRUSSWORK LEGS, ABOUT 120 FEET HIGH.  THE
 LD0730'OVAL SECTION EXTENDS DOWNWARD ABOUT 5 FEET.  THE VERTICAL SECTION
 LD0730'IS ABOUT 15 FEET HIGH, HAS A CATWALK AND RAIL AROUND ITS BASE,
 LD0730'AND THE WORD LEWISTON PAINTED IN BLACK LETTERS ON THE S SIDE.
 LD0730'THE FLAT, CONICAL ROOF HAS A BALL AT ITS APEX.  THE TOTAL HEIGHT
 LD0730'IS ABOUT 139 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0718 ***********************************************************************
 LC0718  DESIGNATION -  LEXINGTON
 LC0718  PID         -  LC0718
 LC0718  STATE/COUNTY-  IL/MCLEAN
 LC0718  USGS QUAD   -  LEXINGTON (1981)
 LC0718
 LC0718                         *CURRENT SURVEY CONTROL
 LC0718  ___________________________________________________________________
 LC0718* NAD 83(1997)-  40 38 30.12421(N)    088 46 52.44198(W)     ADJUSTED  
 LC0718* NAVD 88     -       231.502  (meters)     759.52   (feet)  ADJUSTED  
 LC0718  ___________________________________________________________________
 LC0718  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 LC0718  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0718  DYNAMIC HT  -         231.398 (meters)     759.18  (feet)  COMP
 LC0718  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LC0718
 LC0718  HORZ ORDER  -  SECOND
 LC0718  VERT ORDER  -  SECOND    CLASS 0
 LC0718
 LC0718.The horizontal coordinates were established by classical geodetic methods
 LC0718.and adjusted by the National Geodetic Survey in October 1999..
 LC0718
 LC0718.The orthometric height was determined by differential leveling
 LC0718.and adjusted by the National Geodetic Survey in June 1991..
 LC0718
 LC0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0718
 LC0718.The geoid height was determined by GEOID03.
 LC0718
 LC0718.The dynamic height is computed by dividing the NAVD 88
 LC0718.geopotential number by the normal gravity value computed on the
 LC0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0718.degrees latitude (g = 980.6199 gals.).
 LC0718
 LC0718.The modeled gravity was interpolated from observed gravity values.
 LC0718
 LC0718;                    North         East     Units Scale Factor Converg.
 LC0718;SPC IL E     -   441,350.000   262,113.363   MT  0.99999266   -0 17 30.2
 LC0718;SPC IL E     - 1,447,995.79    859,950.26   sFT  0.99999266   -0 17 30.2
 LC0718;UTM  16      - 4,500,508.893   349,383.489   MT  0.99987923   -1 09 37.4
 LC0718
 LC0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0718!SPC IL E     -   0.99996871  x   0.99999266  =   0.99996137
 LC0718!UTM  16      -   0.99996871  x   0.99987923  =   0.99984795
 LC0718
 LC0718:                Primary Azimuth Mark                     Grid Az
 LC0718:SPC IL E     -  LEXINGTON AZ MK                          131 52 42.6
 LC0718:UTM  16      -  LEXINGTON AZ MK                          132 44 49.8
 LC0718
 LC0718|---------------------------------------------------------------------|
 LC0718| PID    Reference Object                     Distance      Geod. Az  |
 LC0718|                                                           dddmmss.s |
 LC0718| CI7696 LEXINGTON AZ MK                                    1313512.4 |
 LC0718| LC1847 LEXINGTON MUNICIPAL STANDPIPE        83.473 METERS 14556     |
 LC0718| LC0717 LEXINGTON RM 1                       24.686 METERS 21012     |
 LC0718| LC0712 KEMP                                APPROX. 3.5 KM 2202230.2 |
 LC0718| LC0719 LEXINGTON RM 2                       22.210 METERS 32746     |
 LC0718|---------------------------------------------------------------------|
 LC0718
 LC0718                          SUPERSEDED SURVEY CONTROL
 LC0718
 LC0718  NAD 83(1986)-  40 38 30.13961(N)    088 46 52.44925(W) AD(       ) 2
 LC0718  NAD 27      -  40 38 30.01520(N)    088 46 52.20850(W) AD(       ) 2
 LC0718  NGVD 29 (??/??/92)  231.554  (m)          759.69   (f) ADJ UNCH    2 0
 LC0718
 LC0718.Superseded values are not recommended for survey control.
 LC0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0718.See file dsdata.txt to determine how the superseded data were derived.
 LC0718
 LC0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4938300509(NAD 83)
 LC0718_MARKER: DE = TRAVERSE STATION DISK
 LC0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0718_STAMPING: LEXINGTON 1960
 LC0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0718+STABILITY: SURFACE MOTION
 LC0718
 LC0718  HISTORY     - Date     Condition        Report By
 LC0718  HISTORY     - 1960     MONUMENTED       CGS
 LC0718  HISTORY     - 1961     GOOD             NGS
 LC0718  HISTORY     - 1989     GOOD             USPSQD
 LC0718
 LC0718                          STATION DESCRIPTION
 LC0718
 LC0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC0718'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF LEXINGTON,
 LC0718'1/2 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 66 AND MAIN
 LC0718'STREET, 2 BLOCKS EAST OF THE POST OFFICE AND IS AT THE NORTHWEST
 LC0718'CORNER OF A SMALL CITY PARK.
 LC0718'
 LC0718'THE STATION IS A STANDARD TRAVERSE DISK SET IN TOP OF A
 LC0718'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC0718'SURFACE OF THE GROUND AND IS STAMPED LEXINGTON 1960.  THE
 LC0718'MARK IS 83.5 FEET SOUTH OF CENTER OF BRICK STREET, 56 FEET
 LC0718'EAST OF THE CENTER OF BRICK STREET, 47 FEET NORTH OF THE
 LC0718'NORTH EDGE OF A MEMORIAL MONUMENT AND 17.2 FEET NORTH OF THE
 LC0718'NORTH EDGE OF SIDEWALK.
 LC0718'
 LC0718'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 LC0718'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 LC0718'WITH THE SURFACE OF THE GROUND AND IS STAMPED LEXINGTON
 LC0718'NO 1 1960.  THE MARK IS 46 FEET SOUTH OF THE SOUTH EDGE
 LC0718'OF SIDEWALK, 21 FEET SOUTH-SOUTHWEST OF FLAG POLE, 14.5 FEET
 LC0718'EAST OF CENTER OF BRICK STREET AND 3.8 FEET WEST OF BRACE
 LC0718'POLE.
 LC0718'
 LC0718'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 LC0718'IN TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH
 LC0718'WITH THE SURFACE OF THE GROUND AND IS STAMPED LEXINGTON NO
 LC0718'2 1960.  THE MARK IS 22 FEET NORTHWEST OF LIGHT POLE, 15
 LC0718'FEET SOUTHEAST OF CENTER OF BRICK STREET AND 3 FEET
 LC0718'SOUTH-SOUTHWEST OF A METAL DRAIN HOLE GRATE.
 LC0718'
 LC0718'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN TOP
 LC0718'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC0718'SURFACE OF THE GROUND AND IS STAMPED LEXINGTON 1960.  THE
 LC0718'MARK IS 47 FEET EAST OF NORTHWEST CORNER OF FIRE STATION
 LC0718'BUILDING, 3.3 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER
 LC0718'OF FIRE STATION BUILDING AND 12 FEET NORTH OF THE NORTH SIDE
 LC0718'OF FIRE STATION BUILDING.
 LC0718'
 LC0718'TO REACH THE AZIMUTH MARK FROM THE STATION, WALK ACROSS THE PARK
 LC0718'(SOUTHEAST) FOR ABOUT 0.05 MILE TO THE FIRE STATION AND
 LC0718'AZIMUTH MARK AS DESCRIBED.
 LC0718'
 LC0718'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 LC0718
 LC0718                          STATION RECOVERY (1961)
 LC0718
 LC0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LC0718'AT LEXINGTON.
 LC0718'IN LEXINGTON, ABOUT 0.2 MILE EAST ALONG MAIN STREET FROM THE POST
 LC0718'OFFICE, IN THE WEST NORTHWEST PART OF THE CITY PARK, 57 FEET EAST
 LC0718'OF THE CENTERLINE OF PARKWAY STREET, 77 FEET NORTHEAST OF THE
 LC0718'CENTER OF THE JUNCTION OF MAIN STREET AND PARKWAY STREET, 17 FEET
 LC0718'NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, 48 FEET NORTH
 LC0718'OF A STONE MONUMENT, 27 FEET NORTHEAST OF A METAL LIGHT POLE, 60
 LC0718'FEET NORTHEAST OF A METAL FLAG POLE, ABOUT LEVEL WITH PARKWAY
 LC0718'STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LC0718'GROUND.
 LC0718
 LC0718                          STATION RECOVERY (1989)
 LC0718
 LC0718'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 LC0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1847 ***********************************************************************
 LC1847  DESIGNATION -  LEXINGTON MUNICIPAL STANDPIPE
 LC1847  PID         -  LC1847
 LC1847  STATE/COUNTY-  IL/MCLEAN
 LC1847  USGS QUAD   -  LEXINGTON (1981)
 LC1847
 LC1847                         *CURRENT SURVEY CONTROL
 LC1847  ___________________________________________________________________
 LC1847* NAD 83(1997)-  40 38 27.88231(N)    088 46 50.45245(W)     ADJUSTED  
 LC1847* NAVD 88     -                                                        
 LC1847  ___________________________________________________________________
 LC1847  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 LC1847  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC1847
 LC1847  HORZ ORDER  -  THIRD
 LC1847
 LC1847.The horizontal coordinates were established by classical geodetic methods
 LC1847.and adjusted by the National Geodetic Survey in October 1999..
 LC1847
 LC1847
 LC1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1847
 LC1847.The geoid height was determined by GEOID03.
 LC1847
 LC1847;                    North         East     Units Scale Factor Converg.
 LC1847;SPC IL E     -   441,280.609   262,159.758   MT  0.99999262   -0 17 28.9
 LC1847;SPC IL E     - 1,447,768.13    860,102.47   sFT  0.99999262   -0 17 28.9
 LC1847;UTM  16      - 4,500,438.814   349,428.822   MT  0.99987907   -1 09 36.0
 LC1847
 LC1847                          SUPERSEDED SURVEY CONTROL
 LC1847
 LC1847  NAD 83(1986)-  40 38 27.89731(N)    088 46 50.46040(W) AD(       ) 4
 LC1847  NAD 27      -  40 38 27.77500(N)    088 46 50.21800(W) AD(       ) 3
 LC1847
 LC1847.Superseded values are not recommended for survey control.
 LC1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1847.See file dsdata.txt to determine how the superseded data were derived.
 LC1847
 LC1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL4942900439(NAD 83)
 LC1847_MARKER: 52 = STANDPIPE TANK
 LC1847
 LC1847  HISTORY     - Date     Condition        Report By
 LC1847  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1847  HISTORY     - 1961     GOOD             CGS
 LC1847
 LC1847                          STATION DESCRIPTION
 LC1847
 LC1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1847'POINT OBSERVED UPON WAS THE CENTER OF THE MUNICIPAL STANDPIPE,
 LC1847'STEEL, APPROXIMATELY 150 FEET HIGH.  NOT VISITED.
 LC1847'
 LC1847'OBSERVED UPON FROM TRIANGULATION STATIONS KING, ZIMMERMAN
 LC1847'AND FEVERS.
 LC1847'
 LC1847'AN INTERSECTION STATION.
 LC1847
 LC1847                          STATION RECOVERY (1961)
 LC1847
 LC1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC1847'STATION WAS VISITED AND FOUND TO BE IN GOOD CONDITION.  THE
 LC1847'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0717 ***********************************************************************
 LC0717  DESIGNATION -  LEXINGTON RM 1
 LC0717  PID         -  LC0717
 LC0717  STATE/COUNTY-  IL/MCLEAN
 LC0717  USGS QUAD   -  LEXINGTON (1981)
 LC0717
 LC0717                         *CURRENT SURVEY CONTROL
 LC0717  ___________________________________________________________________
 LC0717* NAD 83(1986)-  40 38 30.     (N)    088 46 52.     (W)     SCALED    
 LC0717* NAVD 88     -       231.571  (meters)     759.75   (feet)  ADJUSTED  
 LC0717  ___________________________________________________________________
 LC0717  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0717  DYNAMIC HT  -         231.466 (meters)     759.40  (feet)  COMP
 LC0717  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LC0717
 LC0717  VERT ORDER  -  SECOND    CLASS 0
 LC0717
 LC0717.The horizontal coordinates were scaled from a topographic map and have
 LC0717.an estimated accuracy of +/- 6 seconds.
 LC0717
 LC0717.The orthometric height was determined by differential leveling
 LC0717.and adjusted by the National Geodetic Survey in June 1991..
 LC0717
 LC0717.The geoid height was determined by GEOID03.
 LC0717
 LC0717.The dynamic height is computed by dividing the NAVD 88
 LC0717.geopotential number by the normal gravity value computed on the
 LC0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0717.degrees latitude (g = 980.6199 gals.).
 LC0717
 LC0717.The modeled gravity was interpolated from observed gravity values.
 LC0717
 LC0717;                    North         East    Units  Estimated Accuracy
 LC0717;SPC IL E     -   441,350.      262,120.      MT  (+/- 180 meters Scaled)
 LC0717
 LC0717                          SUPERSEDED SURVEY CONTROL
 LC0717
 LC0717  NGVD 29 (??/??/92)  231.622  (m)          759.91   (f) ADJ UNCH    2 0
 LC0717
 LC0717.Superseded values are not recommended for survey control.
 LC0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0717.See file dsdata.txt to determine how the superseded data were derived.
 LC0717
 LC0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL493005(NAD 83)
 LC0717_MARKER: DR = REFERENCE MARK DISK
 LC0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0717_STAMPING: LEXINGTON NO 1 1960
 LC0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0717+STABILITY: SURFACE MOTION
 LC0717
 LC0717  HISTORY     - Date     Condition        Report By
 LC0717  HISTORY     - 1960     MONUMENTED       CGS
 LC0717  HISTORY     - 1961     GOOD             NGS
 LC0717
 LC0717                          STATION DESCRIPTION
 LC0717
 LC0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0717'AT LEXINGTON.
 LC0717'IN LEXINGTON, ABOUT 0.2 EAST ALONG MAIN STREET FROM THE POST
 LC0717'OFFICE, IN THE WEST NORTHWEST PART OF THE CITY PARK, 13 FEET
 LC0717'EAST OF THE CENTERLINE OF PARKWAY STREET, 26 FEET SOUTHEAST OF
 LC0717'THE CENTER OF THE JUNCTION OF MAIN STREET AND PARKWAY STREET,
 LC0717'3.5 FEET WEST OF A POWER LINE BRACE POLE, 21 FEET SOUTHWEST OF
 LC0717'A METAL FLAGPOLE, 40.5 FEET WEST SOUTHWEST OF A STONE MONUMENT,
 LC0717'46 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, 80.9
 LC0717'FEET SOUTHWEST OF TRAVERSE STATION LEXINGTON, ABOUT LEVEL WITH
 LC0717'PARKWAY STREET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LC0717'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0719 ***********************************************************************
 LC0719  DESIGNATION -  LEXINGTON RM 2
 LC0719  PID         -  LC0719
 LC0719  STATE/COUNTY-  IL/MCLEAN
 LC0719  USGS QUAD   -  LEXINGTON (1981)
 LC0719
 LC0719                         *CURRENT SURVEY CONTROL
 LC0719  ___________________________________________________________________
 LC0719* NAD 83(1986)-  40 38 30.     (N)    088 46 52.     (W)     SCALED    
 LC0719* NAVD 88     -       231.511  (meters)     759.55   (feet)  ADJUSTED  
 LC0719  ___________________________________________________________________
 LC0719  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LC0719  DYNAMIC HT  -         231.407 (meters)     759.21  (feet)  COMP
 LC0719  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LC0719
 LC0719  VERT ORDER  -  SECOND    CLASS 0
 LC0719
 LC0719.The horizontal coordinates were scaled from a topographic map and have
 LC0719.an estimated accuracy of +/- 6 seconds.
 LC0719
 LC0719.The orthometric height was determined by differential leveling
 LC0719.and adjusted by the National Geodetic Survey in June 1991..
 LC0719
 LC0719.The geoid height was determined by GEOID03.
 LC0719
 LC0719.The dynamic height is computed by dividing the NAVD 88
 LC0719.geopotential number by the normal gravity value computed on the
 LC0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0719.degrees latitude (g = 980.6199 gals.).
 LC0719
 LC0719.The modeled gravity was interpolated from observed gravity values.
 LC0719
 LC0719;                    North         East    Units  Estimated Accuracy
 LC0719;SPC IL E     -   441,350.      262,120.      MT  (+/- 180 meters Scaled)
 LC0719
 LC0719                          SUPERSEDED SURVEY CONTROL
 LC0719
 LC0719  NGVD 29 (??/??/92)  231.563  (m)          759.72   (f) ADJ UNCH    2 0
 LC0719
 LC0719.Superseded values are not recommended for survey control.
 LC0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0719.See file dsdata.txt to determine how the superseded data were derived.
 LC0719
 LC0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL493005(NAD 83)
 LC0719_MARKER: DR = REFERENCE MARK DISK
 LC0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0719_STAMPING: LEXINGTON NO 2 1960
 LC0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0719+STABILITY: SURFACE MOTION
 LC0719
 LC0719  HISTORY     - Date     Condition        Report By
 LC0719  HISTORY     - 1960     MONUMENTED       CGS
 LC0719  HISTORY     - 1961     GOOD             NGS
 LC0719
 LC0719                          STATION DESCRIPTION
 LC0719
 LC0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0719'AT LEXINGTON.
 LC0719'IN LEXINGTON, ABOUT 0.2 MILE EAST ALONG MAIN STREET FROM THE POST
 LC0719'OFFICE, IN THE WEST NORTHWEST PART OF THE CITY PARK, 16 FEET
 LC0719'SOUTHEAST OF THE CENTERLINE OF PARKWAY STREET AT THE APPROXIMATE
 LC0719'CENTER OF A CURVE IN THE STREET TO THE SOUTH AND EAST, 113 FEET
 LC0719'NORTH NORTHEAST OF THE CENTER OF THE JUNCTION OF MAIN STREET
 LC0719'AND PARKWAY STREET, 21.5 FEET NORTHWEST OF A METAL LIGHT POLE,
 LC0719'80 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, 115 FEET
 LC0719'NORTH NORTHWEST OF A STONE MONUMENT, 112 FEET NORTH OF A METAL
 LC0719'FLAG POLE, 72.9 FEET NORTHWEST OF TRAVERSE STATION LEXINGTON,
 LC0719'ABOUT LEVEL WITH PARKWAY STREET, AND SET IN THE TOP OF A CONCRETE
 LC0719'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1147 ***********************************************************************
 JB1147  DESIGNATION -  LIBERTY
 JB1147  PID         -  JB1147
 JB1147  STATE/COUNTY-  IL/WASHINGTON
 JB1147  USGS QUAD   -  ADDIEVILLE (1974)
 JB1147
 JB1147                         *CURRENT SURVEY CONTROL
 JB1147  ___________________________________________________________________
 JB1147* NAD 83(1997)-  38 24 16.74765(N)    089 23 05.00996(W)     ADJUSTED  
 JB1147* NAVD 88     -       139.447  (meters)     457.50   (feet)  ADJUSTED  
 JB1147  ___________________________________________________________________
 JB1147  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JB1147  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JB1147  DYNAMIC HT  -         139.359 (meters)     457.21  (feet)  COMP
 JB1147  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JB1147
 JB1147  HORZ ORDER  -  SECOND
 JB1147  VERT ORDER  -  SECOND    CLASS 0
 JB1147
 JB1147.The horizontal coordinates were established by classical geodetic methods
 JB1147.and adjusted by the National Geodetic Survey in October 1999..
 JB1147
 JB1147.The orthometric height was determined by differential leveling
 JB1147.and adjusted by the National Geodetic Survey in June 1991..
 JB1147
 JB1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1147
 JB1147.The geoid height was determined by GEOID03.
 JB1147
 JB1147.The dynamic height is computed by dividing the NAVD 88
 JB1147.geopotential number by the normal gravity value computed on the
 JB1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1147.degrees latitude (g = 980.6199 gals.).
 JB1147
 JB1147.The modeled gravity was interpolated from observed gravity values.
 JB1147
 JB1147;                    North         East     Units Scale Factor Converg.
 JB1147;SPC IL W     -   193,173.237   768,297.233   MT  0.99999860   +0 29 08.8
 JB1147;SPC IL W     -   633,769.20  2,520,655.17   sFT  0.99999860   +0 29 08.8
 JB1147;UTM  16      - 4,253,406.405   291,769.358   MT  1.00013401   -1 28 55.0
 JB1147
 JB1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1147!SPC IL W     -   0.99998286  x   0.99999860  =   0.99998146
 JB1147!UTM  16      -   0.99998286  x   1.00013401  =   1.00011687
 JB1147
 JB1147|---------------------------------------------------------------------|
 JB1147| PID    Reference Object                     Distance      Geod. Az  |
 JB1147|                                                           dddmmss.s |
 JB1147| JB1148 LIBERTY RM 1                         27.587 METERS 05334     |
 JB1147| JB1149 LIBERTY AZ MK                                      0864122.9 |
 JB1147| JB1903 NASHVILLE GRACE METH CH SPIRE       APPROX. 6.6 KM 1764658.1 |
 JB1147| JB1902 NASHVILLE NE MUNICIPAL TANK         APPROX. 6.6 KM 1775826.6 |
 JB1147| JB1904 NASHVILLE SW MUNICIPAL TANK         APPROX. 6.9 KM 1793212.5 |
 JB1147| JB1146 LIBERTY RM 2                         31.980 METERS 35119     |
 JB1147|---------------------------------------------------------------------|
 JB1147
 JB1147                          SUPERSEDED SURVEY CONTROL
 JB1147
 JB1147  NAD 83(1986)-  38 24 16.76225(N)    089 23 05.00860(W) AD(       ) 2
 JB1147  NAD 27      -  38 24 16.58014(N)    089 23 04.70438(W) AD(       ) 2
 JB1147  NGVD 29 (??/??/92)  139.569  (m)          457.90   (f) ADJ UNCH    2 0
 JB1147
 JB1147.Superseded values are not recommended for survey control.
 JB1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1147.See file dsdata.txt to determine how the superseded data were derived.
 JB1147
 JB1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9176953406(NAD 83)
 JB1147_MARKER: DE = TRAVERSE STATION DISK
 JB1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1147_STAMPING: LIBERTY 1961
 JB1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1147+STABILITY: SURFACE MOTION
 JB1147
 JB1147  HISTORY     - Date     Condition        Report By
 JB1147  HISTORY     - 1961     MONUMENTED       CGS
 JB1147  HISTORY     - 1961     GOOD             CGS
 JB1147
 JB1147                          STATION DESCRIPTION
 JB1147
 JB1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1147'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF NASHVILLE, ABOUT
 JB1147'2-1/2 MILES SOUTH-SOUTHWEST OF NEW MINDEN AND ABOUT 3/4 MILE WEST OF
 JB1147'STATE HIGHWAY 127.
 JB1147'
 JB1147'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 177 AND 127
 JB1147'AT THE NORTH EDGE OF NEW MINDEN, GO SOUTH ON STATE HIGHWAY 127 FOR
 JB1147'2.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO WEST ON SURFACED
 JB1147'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST
 JB1147'FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JB1147'
 JB1147'THE STATION, A STANDARD TRAVERSE DISK SET IN TOP OF A 14 INCH SQUARE
 JB1147'CONCRETE POST WHICH IS SET ABOUT 14 INCHES BELOW THE SURFACE OF THE
 JB1147'GROUND AND IS STAMPED LIBERTY 1961.  THE MARK IS 79 FEET SOUTH OF
 JB1147'CENTER OF ROAD, 52 FEET SOUTH-SOUTHEAST OF FENCE CORNER, 45.6 FEET
 JB1147'SOUTH-SOUTHEAST OF A TRIANGLE BLAZED TREE, 9.3
 JB1147'FEET EAST OF FENCE AND 9.1 FEET EAST OF WITNESS POST.
 JB1147'
 JB1147'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 JB1147'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JB1147'ROAD AND IS STAMPED LIBERTY NO 1 1961.  THE MARK IS 98.1 FEET
 JB1147'NORTHEAST OF WITNESS POST, 81 FEET EAST OF FENCE CORNER AND 25
 JB1147'FEET SOUTH OF CENTER ROAD.
 JB1147'
 JB1147'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 JB1147'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JB1147'GROUND AND IS STAMPED LIBERTY NO 2 1961.  THE MARK IS 53 FEET
 JB1147'NORTH-NORTHWEST OF FENCE CORNER, 25 FEET NORTH OF CENTER OF ROAD
 JB1147'AND 3 FEET EAST-NORTHEAST OF TELEPHONE POLE.
 JB1147'
 JB1147'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 JB1147'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB1147'IS STAMPED LIBERTY 1961.  THE MARK IS 25 FEET WEST OF CENTER OF
 JB1147'FENCE CORNER, 23.5 FEET NORTH OF CENTER OF ROAD, 18.5 FEET WEST OF A
 JB1147'LARGE ELM TREE, 2 FEET WEST-SOUTHWEST OF TELEPHONE POLE, 1.6 FEET
 JB1147'EAST-SOUTHEAST OF A WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 JB1147'
 JB1147'THE DISTANCE FROM R. M. NO. 1 TO R. M. NO. 2 IS 101.72 FEET OR
 JB1147'31.007 METERS.
 JB1147'
 JB1147'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 JB1147
 JB1147                          STATION RECOVERY (1961)
 JB1147
 JB1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1147'3.2 MI SW FROM NEW MINDEN.
 JB1147'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1147'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 0.7 MILE WEST
 JB1147'ALONG AN ASPHALT PAVED ROAD, AT A FENCE CORNER SOUTH OF THE ROAD,
 JB1147'80 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9.5 FEET EAST OF
 JB1147'A FENCE, 46 FEET SOUTH-SOUTHEAST OF A TRIANGLE BLAZED 15 INCH
 JB1147'HICKORY TREE WHICH IS ALSO THE FENCE CORNER, 106 FEET
 JB1147'SOUTH-SOUTHEAST OF THE SECOND TELEPHONE WEST OF A FARM HOUSE
 JB1147'NORTH OF THE ROAD, 9.1 FEET EAST OF A METAL WITNESS POST, ABOUT
 JB1147'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 14
 JB1147'INCHES BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0207 ***********************************************************************
 NG0207  DESIGNATION -  LIBERTY
 NG0207  PID         -  NG0207
 NG0207  STATE/COUNTY-  IL/LAKE
 NG0207  USGS QUAD   -  WAUKEGAN (1993)
 NG0207
 NG0207                         *CURRENT SURVEY CONTROL
 NG0207  ___________________________________________________________________
 NG0207* NAD 83(1986)-  42 21 44.     (N)    087 49 46.     (W)     SCALED    
 NG0207* NAVD 88     -       188.194  (meters)     617.43   (feet)  ADJUSTED  
 NG0207  ___________________________________________________________________
 NG0207  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NG0207  DYNAMIC HT  -         188.135 (meters)     617.24  (feet)  COMP
 NG0207  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 NG0207
 NG0207  VERT ORDER  -  FIRST     CLASS 0
 NG0207
 NG0207.The horizontal coordinates were scaled from a topographic map and have
 NG0207.an estimated accuracy of +/- 6 seconds.
 NG0207
 NG0207.The orthometric height was determined by differential leveling
 NG0207.and adjusted by the National Geodetic Survey in June 1991..
 NG0207
 NG0207.The geoid height was determined by GEOID03.
 NG0207
 NG0207.The dynamic height is computed by dividing the NAVD 88
 NG0207.geopotential number by the normal gravity value computed on the
 NG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0207.degrees latitude (g = 980.6199 gals.).
 NG0207
 NG0207.The modeled gravity was interpolated from observed gravity values.
 NG0207
 NG0207;                    North         East    Units  Estimated Accuracy
 NG0207;SPC IL E     -   632,460.      341,510.      MT  (+/- 180 meters Scaled)
 NG0207
 NG0207                          SUPERSEDED SURVEY CONTROL
 NG0207
 NG0207  NGVD 29 (??/??/92)  188.30   (m)          617.8    (f) COMPUTED    1 0
 NG0207
 NG0207.Superseded values are not recommended for survey control.
 NG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0207.See file dsdata.txt to determine how the superseded data were derived.
 NG0207
 NG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM316903(NAD 83)
 NG0207_MARKER: Q = CHISELED SQUARE
 NG0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0207_SP_SET: WINDOW SILL
 NG0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0207
 NG0207  HISTORY     - Date     Condition        Report By
 NG0207  HISTORY     - UNK      MONUMENTED       USLS
 NG0207  HISTORY     - 1973     GOOD             NGS
 NG0207  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 NG0207
 NG0207                          STATION DESCRIPTION
 NG0207
 NG0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0207'AT WAUKEGAN.
 NG0207'0.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NG0207'THE STATION AT WAUKEGAN, THENCE 0.1 MILE WEST ALONG CLAYTON
 NG0207'STREET (WHICH DEAD ENDS AT RAILROAD) AT A RED BRICK BUILDING
 NG0207'(LIBERTY OIL CO. OFFICE AND GARAGE) 42.0 FEET NORTH OF CENTER
 NG0207'LINE OF CLAYTON STREET, 134.0 FEET EAST OF THE EAST CURB OF
 NG0207'SHERIDAN ROAD, 129.0 FEET WEST OF CENTER LINE OF SPRING STREET,
 NG0207'5.2 FEET EAST OF SOUTHWEST CORNER OF BUILDING.  A 1 1/2 INCH
 NG0207'CHISELED SQUARE ON TOP AND AT WEST END OF MOST WESTERLY STONE
 NG0207'WINDOW SILL ABOUT 3.0 FEET ABOVE STREET LEVEL.  SECTION 21,
 NG0207'T 45 N, R 12 E.
 NG0207
 NG0207                          STATION RECOVERY (2001)
 NG0207
 NG0207'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 NG0207'BUILDING DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2341 ***********************************************************************
 LB2341  DESIGNATION -  LIBERTY
 LB2341  PID         -  LB2341
 LB2341  STATE/COUNTY-  IL/IROQUOIS
 LB2341  USGS QUAD   -  CRESCENT CITY (1986)
 LB2341
 LB2341                         *CURRENT SURVEY CONTROL
 LB2341  ___________________________________________________________________
 LB2341* NAD 83(1997)-  40 49 44.28263(N)    087 51 50.52627(W)     ADJUSTED  
 LB2341* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 LB2341  ___________________________________________________________________
 LB2341  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LB2341  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LB2341
 LB2341  HORZ ORDER  -  SECOND
 LB2341
 LB2341.The horizontal coordinates were established by classical geodetic methods
 LB2341.and adjusted by the National Geodetic Survey in October 1999..
 LB2341
 LB2341.The orthometric height was scaled from a topographic map.
 LB2341
 LB2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2341
 LB2341.The geoid height was determined by GEOID03.
 LB2341
 LB2341;                    North         East     Units Scale Factor Converg.
 LB2341;SPC IL E     -   462,154.711   339,585.461   MT  0.99999428   +0 18 24.6
 LB2341;SPC IL E     - 1,516,252.58  1,114,123.30   sFT  0.99999428   +0 18 24.6
 LB2341;UTM  16      - 4,520,130.273   427,145.405   MT  0.99966533   -0 33 53.8
 LB2341
 LB2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2341!SPC IL E     -   0.99997439  x   0.99999428  =   0.99996867
 LB2341!UTM  16      -   0.99997439  x   0.99966533  =   0.99963973
 LB2341
 LB2341|---------------------------------------------------------------------|
 LB2341| PID    Reference Object                     Distance      Geod. Az  |
 LB2341|                                                           dddmmss.s |
 LB2341| CM3031 LIBERTY RM 1                         29.236 METERS 09007     |
 LB2341| CM3033 LIBERTY RM 3                         16.146 METERS 09009     |
 LB2341| CM3032 LIBERTY RM 2                         26.002 METERS 17825     |
 LB2341| CM3030 LIBERTY AZ MK                                      3492019.0 |
 LB2341|---------------------------------------------------------------------|
 LB2341
 LB2341                          SUPERSEDED SURVEY CONTROL
 LB2341
 LB2341  NAD 83(1997)-  40 49 44.28260(N)    087 51 50.52643(W) AD(       ) 2
 LB2341  NAD 83(1986)-  40 49 44.28964(N)    087 51 50.53560(W) AD(       ) 2
 LB2341  NAD 27      -  40 49 44.16520(N)    087 51 50.40440(W) AD(       ) 2
 LB2341
 LB2341.Superseded values are not recommended for survey control.
 LB2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2341.See file dsdata.txt to determine how the superseded data were derived.
 LB2341
 LB2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL2714520130(NAD 83)
 LB2341_MARKER: DS = TRIANGULATION STATION DISK
 LB2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2341
 LB2341  HISTORY     - Date     Condition        Report By
 LB2341  HISTORY     - 1947     MONUMENTED       CGS
 LB2341  HISTORY     - 1970     SEE DESCRIPTION  ILDT
 LB2341  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LB2341
 LB2341                          STATION DESCRIPTION
 LB2341
 LB2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 LB2341'THE STATION IS LOCATED 4 MILES NORTH OF CRESCENT CITY.  IT IS 151
 LB2341'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 49 AND A GRAVEL
 LB2341'CROSSROAD, 76 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LB2341'LIBERTY LOAN SCHOOL BUILDING, 23 FEET SOUTH OF THE CENTER OF A
 LB2341'GRAVEL ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF
 LB2341'A FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 LB2341'LIBERTY 1947.
 LB2341'
 LB2341'REFERENCE MARK NO. 1 IS 95.92 FEET EAST OF THE STATION.  IT IS 23
 LB2341'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTH OF A
 LB2341'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 LB2341'LIBERTY NO 1 1947.
 LB2341'
 LB2341'REFERENCE MARK NO. 2 IS 85.32 FEET SOUTH OF THE STATION.  IT IS 68
 LB2341'FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING.  THE MARK
 LB2341'IS FLUSH AND THE DISK IS STAMPED LIBERTY NO 2 1947.
 LB2341'
 LB2341'THE AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION.  IT IS 42 FEET
 LB2341'WEST OF THE CENTER OF STATE HIGHWAY 49, 3 FEET WEST OF A WHITE
 LB2341'WITNESS POST AND 1 FOOT EAST OF A FENCELINE.  THE MARK PROJECTS 4
 LB2341'INCHES AND THE DISK IS STAMPED LIBERTY 1947.
 LB2341'
 LB2341'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND STATE
 LB2341'HIGHWAY 49 IN THE WEST EDGE OF CRESCENT CITY, GO NORTH ON HIGHWAY 49
 LB2341'FOR 3.9 MILES TO THE CROSSROAD AND THE STATION AS DESCRIBED.
 LB2341'
 LB2341'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LB2341
 LB2341                          STATION RECOVERY (1970)
 LB2341
 LB2341'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1970 (DRR)
 LB2341'LIBERTY 1947 DISK DESTROYED.  ONLY SMALL PORTION REMAINS.
 LB2341'
 LB2341'LIBERTY NO. 1 DESTROYED.
 LB2341'
 LB2341'LIBERTY NO. 2 COVERED.
 LB2341'
 LB2341'LIBERTY DIDNT LOCATE--STATION WAS RECOVERED AS DESCRIBED EXCEPT
 LB2341'FOR FOLLOWING CHANGES--
 LB2341'
 LB2341'STATION IS ALMOST IN DITCH NOW.  APPEARS TO BE SLIGHTY TIPPED TO THE
 LB2341'NORTH.  ONLY SMALL PORTION OF DISK REMAINS.  OLD SCHOOL HAS BEEN
 LB2341'REMOVED AND A NEW HOUSE BUILT ON THE AREA.  ADDITIONAL TIES FOR
 LB2341'STA.  ONE.  STA. IS 10.4FT E OF POWER POLE WITH A TRANSFORMER AND
 LB2341'31.2FT FT NE OF NE CORNER OF HOUSE.  RM 1 HAS BEEN PUSHED OVER ON
 LB2341'ITS SIDE RM 2 APPEARS TO HAVE BEEN COVERED BY FILL WHEN NEW HOUSE
 LB2341'WAS BUILT.  OWNER SAID A LOT FILL WAS PLACE WHEN THE HOME WAS
 LB2341'BUILT.  AZI MK WAS SEARCHED FOR BUT NOT FOUND.
 LB2341'
 LB2341'NO EXTENDED TIME WAS SPENT IN SEARCH.  DELETE FENCE LINE AND WITNESS
 LB2341'FROM TIES OF STATION.
 LB2341
 LB2341                          STATION RECOVERY (1970)
 LB2341
 LB2341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LB2341'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 LB2341'CONDITION.  REFERENCE MARK 1 WAS FOUND UPROOTED AND THE DISK WAS
 LB2341'SALVAGED.  THE AZIMUTH MARK WAS FOUND WITH THE DISK SHEARED OFF,
 LB2341'BUT THE SHANK STILL INTACT AND THIS POINT WAS HELD AND A NEW DISK
 LB2341'WAS SET IN THE POST.  REFERENCE MARK 3 WAS SET.  THE SURFACE
 LB2341'STATION MARK WAS FOUND PARTIALLY UPROOTED AND LEANING AND A NEW
 LB2341'SURFACE STATION MARK WAS SET HOLDING THE UNDERGROUND POINT.  THE
 LB2341'DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE
 LB2341'SCHOOL IS NOW GONE AND THE PROPERTY IS PRIVATE OWNED.  A NEW
 LB2341'DESCRIPTION FOLLOWS--
 LB2341'
 LB2341'THE STATION IS 25 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 LB2341'PATIO, 31 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STONE HOUSE,
 LB2341'24 FEET SOUTH OF THE CENTERLINE OF DANFORTH RD., 10 FEET EAST OF A
 LB2341'POWER POLE, 149 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 49
 LB2341'AND 74 FEET WEST OF A FENCE CORNER.  THE MONUMENT PROJECTS 2 INCHES
 LB2341'AND THE DISK IS STAMPED LIBERTY 1947 1970.
 LB2341'
 LB2341'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 24 AND
 LB2341'STATE HIGHWAY 49 AT CRESCENT CITY, GO NORTH ON HIGHWAY 49 FOR 3.9
 LB2341'MILES TO A PAVED CROSSROAD AND THE STATION ON THE RIGHT.  CONTINUE
 LB2341'NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LB2341'
 LB2341'REFERENCE MARK 2 IS 43 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LB2341'PATIO, 20 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 50
 LB2341'FEET WEST OF A PROPERTY LINE FENCE AND 109 FEET SOUTH OF THE
 LB2341'CENTERLINE OF ROAD.  THE MONUMENT IS ABOUT 1 FOOT UNDERGROUND AND
 LB2341'THE DISK IS STAMPED LIBERTY NO 2 1947.
 LB2341'
 LB2341'REFERENCE MARK 3 IS 2 FEET NORTH OF THE FENCE CORNER, 2 FEET NORTH OF
 LB2341'FENCE, 1 FOOT WEST OF A METAL WITNESS POST AND 24 FEET SOUTH OF THE
 LB2341'CENTERLINE OF ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 LB2341'STAMPED LIBERTY 1947 NO 3 1970.
 LB2341'
 LB2341'THE AZIMUTH MARK IS 197 FEET SOUTH OF A FENCE LINE, 187 FEET SOUTH OF
 LB2341'THE CENTERLINE OF FIELD ENTRANCE, 43 FEET WEST OF THE CENTERLINE OF
 LB2341'THE HIGHWAY AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MONUMENT
 LB2341'PROJECTS 2 INCHES AND THE DISK IS STAMPED LIBERTY 1947 1970.
 LB2341'
 LB2341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 LB2341'OF CRESCENT CITY.
 LB2341'
 LB2341'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1149 ***********************************************************************
 JB1149  DESIGNATION -  LIBERTY AZ MK
 JB1149  PID         -  JB1149
 JB1149  STATE/COUNTY-  IL/WASHINGTON
 JB1149  USGS QUAD   -  ADDIEVILLE (1974)
 JB1149
 JB1149                         *CURRENT SURVEY CONTROL
 JB1149  ___________________________________________________________________
 JB1149* NAD 83(1986)-  38 24 17.     (N)    089 22 48.     (W)     SCALED    
 JB1149* NAVD 88     -       140.063  (meters)     459.52   (feet)  ADJUSTED  
 JB1149  ___________________________________________________________________
 JB1149  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JB1149  DYNAMIC HT  -         139.974 (meters)     459.23  (feet)  COMP
 JB1149  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JB1149
 JB1149  VERT ORDER  -  SECOND    CLASS 0
 JB1149
 JB1149.The horizontal coordinates were scaled from a topographic map and have
 JB1149.an estimated accuracy of +/- 6 seconds.
 JB1149
 JB1149.The orthometric height was determined by differential leveling
 JB1149.and adjusted by the National Geodetic Survey in June 1991..
 JB1149
 JB1149.The geoid height was determined by GEOID03.
 JB1149
 JB1149.The dynamic height is computed by dividing the NAVD 88
 JB1149.geopotential number by the normal gravity value computed on the
 JB1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1149.degrees latitude (g = 980.6199 gals.).
 JB1149
 JB1149.The modeled gravity was interpolated from observed gravity values.
 JB1149
 JB1149;                    North         East    Units  Estimated Accuracy
 JB1149;SPC IL W     -   193,190.      768,710.      MT  (+/- 180 meters Scaled)
 JB1149
 JB1149                          SUPERSEDED SURVEY CONTROL
 JB1149
 JB1149  NGVD 29 (??/??/92)  140.185  (m)          459.92   (f) ADJ UNCH    2 0
 JB1149
 JB1149.Superseded values are not recommended for survey control.
 JB1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1149.See file dsdata.txt to determine how the superseded data were derived.
 JB1149
 JB1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH921534(NAD 83)
 JB1149_MARKER: DZ = AZIMUTH MARK DISK
 JB1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1149_STAMPING: LIBERTY 1961
 JB1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1149+STABILITY: SURFACE MOTION
 JB1149
 JB1149  HISTORY     - Date     Condition        Report By
 JB1149  HISTORY     - 1961     MONUMENTED       CGS
 JB1149
 JB1149                          STATION DESCRIPTION
 JB1149
 JB1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1149'3 MI SW FROM NEW MINDEN.
 JB1149'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1149'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 0.5 MILE WEST ALONG
 JB1149'AN ASPHALT PAVED ROAD, AT A FARM HOUSE NORTH OF THE ROAD, 23
 JB1149'FEET NORTH OF THE CENTER LINE OF THE ROAD, 195 FEET WEST OF THE
 JB1149'CENTER LINE OF THE FARM DRIVE, 1 FOOT SOUTH OF A FENCE, 24 FEET
 JB1149'WEST OF THE FENCE CORNER, 18 FEET WEST OF A 40 INCH ELM TREE, 2
 JB1149'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 1.6 FEET SOUTHEAST OF A
 JB1149'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 JB1149'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1148 ***********************************************************************
 JB1148  DESIGNATION -  LIBERTY RM 1
 JB1148  PID         -  JB1148
 JB1148  STATE/COUNTY-  IL/WASHINGTON
 JB1148  USGS QUAD   -  ADDIEVILLE (1974)
 JB1148
 JB1148                         *CURRENT SURVEY CONTROL
 JB1148  ___________________________________________________________________
 JB1148* NAD 83(1986)-  38 24 16.     (N)    089 23 04.     (W)     SCALED    
 JB1148* NAVD 88     -       139.258  (meters)     456.88   (feet)  ADJUSTED  
 JB1148  ___________________________________________________________________
 JB1148  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JB1148  DYNAMIC HT  -         139.170 (meters)     456.59  (feet)  COMP
 JB1148  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JB1148
 JB1148  VERT ORDER  -  SECOND    CLASS 0
 JB1148
 JB1148.The horizontal coordinates were scaled from a topographic map and have
 JB1148.an estimated accuracy of +/- 6 seconds.
 JB1148
 JB1148.The orthometric height was determined by differential leveling
 JB1148.and adjusted by the National Geodetic Survey in June 1991..
 JB1148
 JB1148.The geoid height was determined by GEOID03.
 JB1148
 JB1148.The dynamic height is computed by dividing the NAVD 88
 JB1148.geopotential number by the normal gravity value computed on the
 JB1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1148.degrees latitude (g = 980.6199 gals.).
 JB1148
 JB1148.The modeled gravity was interpolated from observed gravity values.
 JB1148
 JB1148;                    North         East    Units  Estimated Accuracy
 JB1148;SPC IL W     -   193,150.      768,320.      MT  (+/- 180 meters Scaled)
 JB1148
 JB1148                          SUPERSEDED SURVEY CONTROL
 JB1148
 JB1148  NGVD 29 (??/??/92)  139.380  (m)          457.28   (f) ADJ UNCH    2 0
 JB1148
 JB1148.Superseded values are not recommended for survey control.
 JB1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1148.See file dsdata.txt to determine how the superseded data were derived.
 JB1148
 JB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH917533(NAD 83)
 JB1148_MARKER: DR = REFERENCE MARK DISK
 JB1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1148_STAMPING: LIBERTY NO 1 1961
 JB1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1148+STABILITY: SURFACE MOTION
 JB1148
 JB1148  HISTORY     - Date     Condition        Report By
 JB1148  HISTORY     - 1961     MONUMENTED       CGS
 JB1148
 JB1148                          STATION DESCRIPTION
 JB1148
 JB1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1148'3.2 MI SW FROM NEW MINDEN.
 JB1148'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1148'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 0.7 MILE WEST ALONG AN
 JB1148'ASPHALT PAVED ROAD, AT A FENCE CORNER SOUTH OF THE ROAD, 25 FEET
 JB1148'SOUTH OF THE CENTER LINE OF THE ROAD, 81 FEET EAST OF A TRIANGLE
 JB1148'BLAZED 15 INCH HICKORY TREE WHICH IS ALSO THE FENCE CORNER, 105
 JB1148'FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SECOND TELEPHONE
 JB1148'POLE WEST OF A FARM HOUSE NORTH OF THE ROAD, 90.5 FEET NORTHEAST
 JB1148'OF TRAVERSE STATION LIBERTY, 98.3 FEET NORTHEAST OF A METAL
 JB1148'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 JB1148'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1146 ***********************************************************************
 JB1146  DESIGNATION -  LIBERTY RM 2
 JB1146  PID         -  JB1146
 JB1146  STATE/COUNTY-  IL/WASHINGTON
 JB1146  USGS QUAD   -  ADDIEVILLE (1974)
 JB1146
 JB1146                         *CURRENT SURVEY CONTROL
 JB1146  ___________________________________________________________________
 JB1146* NAD 83(1986)-  38 24 16.     (N)    089 23 04.     (W)     SCALED    
 JB1146* NAVD 88     -       139.670  (meters)     458.23   (feet)  ADJUSTED  
 JB1146  ___________________________________________________________________
 JB1146  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JB1146  DYNAMIC HT  -         139.582 (meters)     457.95  (feet)  COMP
 JB1146  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 JB1146
 JB1146  VERT ORDER  -  SECOND    CLASS 0
 JB1146
 JB1146.The horizontal coordinates were scaled from a topographic map and have
 JB1146.an estimated accuracy of +/- 6 seconds.
 JB1146
 JB1146.The orthometric height was determined by differential leveling
 JB1146.and adjusted by the National Geodetic Survey in June 1991..
 JB1146
 JB1146.The geoid height was determined by GEOID03.
 JB1146
 JB1146.The dynamic height is computed by dividing the NAVD 88
 JB1146.geopotential number by the normal gravity value computed on the
 JB1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1146.degrees latitude (g = 980.6199 gals.).
 JB1146
 JB1146.The modeled gravity was interpolated from observed gravity values.
 JB1146
 JB1146;                    North         East    Units  Estimated Accuracy
 JB1146;SPC IL W     -   193,150.      768,320.      MT  (+/- 180 meters Scaled)
 JB1146
 JB1146                          SUPERSEDED SURVEY CONTROL
 JB1146
 JB1146  NGVD 29 (??/??/92)  139.792  (m)          458.63   (f) ADJ UNCH    2 0
 JB1146
 JB1146.Superseded values are not recommended for survey control.
 JB1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1146.See file dsdata.txt to determine how the superseded data were derived.
 JB1146
 JB1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH917533(NAD 83)
 JB1146_MARKER: DR = REFERENCE MARK DISK
 JB1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1146_STAMPING: LIBERTY NO 2 1961
 JB1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1146+STABILITY: SURFACE MOTION
 JB1146
 JB1146  HISTORY     - Date     Condition        Report By
 JB1146  HISTORY     - 1961     MONUMENTED       CGS
 JB1146
 JB1146                          STATION DESCRIPTION
 JB1146
 JB1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1146'3.2 MI SW FROM NEW MINDEN.
 JB1146'ABOUT 2.5 MILES SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION
 JB1146'WITH STATE HIGHWAY 177 IN NEW MINDEN, THENCE 0.7 MILE WEST ALONG
 JB1146'AN ASPHALT PAVED ROAD, AT A FENCE CORNER SOUTH OF THE ROAD, 24
 JB1146'FEET NORTH OF THE CENTER LINE OF THE ROAD, 60 FEET
 JB1146'NORTH-NORTHWEST OF A TRIANGLE BLAZED 15 INCH HICKORY TREE WHICH
 JB1146'IS ALSO THE FENCE CORNER, 3.5 FEET EAST-SOUTHEAST OF THE SECOND
 JB1146'TELEPHONE POLE WEST OF A HOUSE NORTH OF THE ROAD, 105.3 FEET
 JB1146'NORTH-NORTHWEST OF TRAVERSE STATION LIBERTY, 104.0 FEET NORTH
 JB1146'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 JB1146'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0610 ***********************************************************************
 NG0610  DESIGNATION -  LIBERTYVILLE
 NG0610  PID         -  NG0610
 NG0610  STATE/COUNTY-  IL/LAKE
 NG0610  USGS QUAD   -  LIBERTYVILLE (1993)
 NG0610
 NG0610                         *CURRENT SURVEY CONTROL
 NG0610  ___________________________________________________________________
 NG0610* NAD 83(1997)-  42 17 44.15323(N)    087 57 23.37843(W)     ADJUSTED  
 NG0610* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 NG0610  ___________________________________________________________________
 NG0610  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 NG0610  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NG0610
 NG0610  HORZ ORDER  -  SECOND
 NG0610
 NG0610.The horizontal coordinates were established by classical geodetic methods
 NG0610.and adjusted by the National Geodetic Survey in October 1999..
 NG0610
 NG0610.The orthometric height was scaled from a topographic map.
 NG0610
 NG0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0610
 NG0610.The geoid height was determined by GEOID03.
 NG0610
 NG0610;                    North         East     Units Scale Factor Converg.
 NG0610;SPC IL E     -   625,004.463   331,075.757   MT  0.99998688   +0 15 13.0
 NG0610;SPC IL E     - 2,050,535.48  1,086,204.38   sFT  0.99998688   +0 15 13.0
 NG0610;UTM  16      - 4,683,039.912   421,152.760   MT  0.99967649   -0 38 37.4
 NG0610
 NG0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0610!SPC IL E     -   0.99997102  x   0.99998688  =   0.99995790
 NG0610!UTM  16      -   0.99997102  x   0.99967649  =   0.99964752
 NG0610
 NG0610|---------------------------------------------------------------------|
 NG0610| PID    Reference Object                     Distance      Geod. Az  |
 NG0610|                                                           dddmmss.s |
 NG0610| CJ7944 LIBERTYVILLE RM 1                    25.195 METERS 04514     |
 NG0610| NG0613 N CHICAGO ABBOTT LAB WHSE TANK      APPROX. 6.8 KM 0703303.2 |
 NG0610| NG0595 N CHICAGO MOTOR PRODUCTS CO TK      APPROX. 6.9 KM 0910102.9 |
 NG0610| CJ7945 LIBERTYVILLE RM 2                    28.993 METERS 12821     |
 NG0610| NG0611 LIBERTYVILLE MUNICIPAL TANK         APPROX. 0.8 KM 1722221.3 |
 NG0610| NG0612 LIBERTYVILLE CO POL RAD STA KSA 958 128.005 METERS 33115     |
 NG0610| CJ7943 LIBERTYVILLE AZ MK                                 3550641.2 |
 NG0610|---------------------------------------------------------------------|
 NG0610
 NG0610                          SUPERSEDED SURVEY CONTROL
 NG0610
 NG0610  NAD 83(1997)-  42 17 44.15316(N)    087 57 23.37888(W) AD(       ) 2
 NG0610  NAD 83(1997)-  42 17 44.15310(N)    087 57 23.38736(W) AD(       ) 2
 NG0610  NAD 83(1997)-  42 17 44.15567(N)    087 57 23.38805(W) AD(       ) 2
 NG0610  NAD 83(1986)-  42 17 44.15404(N)    087 57 23.39379(W) AD(       ) 2
 NG0610  NAD 27      -  42 17 44.06690(N)    087 57 23.12520(W) AD(       ) 2
 NG0610
 NG0610.Superseded values are not recommended for survey control.
 NG0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0610.See file dsdata.txt to determine how the superseded data were derived.
 NG0610
 NG0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2115383040(NAD 83)
 NG0610_MARKER: DS = TRIANGULATION STATION DISK
 NG0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0610
 NG0610  HISTORY     - Date     Condition        Report By
 NG0610  HISTORY     - 1954     MONUMENTED       CGS
 NG0610  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 NG0610
 NG0610                          STATION DESCRIPTION
 NG0610
 NG0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0610'STATION IS LOCATED IN THE YARD OF THE LAKE COUNTY HOME, ABOUT 1/2
 NG0610'MILE NORTH OF LIBERTYVILLE
 NG0610'ALONG THE WEST SIDE OF STATE HIGHWAY 63.  IT IS 177 FEET NORTHEAST OF
 NG0610'THE NORTHEAST CORNER OF THE BRICK
 NG0610'LAKE COUNTY HOME BUILDING, 138 FEET EAST OF THE SOUTHEAST
 NG0610'CORNER OF A LARGE BARN, 100 FEET WEST OF THE
 NG0610'CENTER OF HIGHWAY 63, 40 FEET NORTH
 NG0610'OF THE CENTER OF THE COUNTY HOME DRIVEWAY, 7 FEET EAST OF A
 NG0610'WHITE WITNESS POST AND 1 FOOT
 NG0610'SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NG0610'LIBERTYVILLE 1954.
 NG0610'
 NG0610'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF HIGHWAY 63, 2
 NG0610'FEET WEST OF THE WEST EDGE OF
 NG0610'A SIDEWALK AND 1 FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND
 NG0610'THE DISK IS STAMPED LIBERYVILLE NO 1
 NG0610'1954.
 NG0610'
 NG0610'REFERENCE MARK NO. 2 IS 39 FEET WEST OF THE CENTER OF HIGHWAY 63, 29
 NG0610'FEET SOUTH OF THE CENTER OF
 NG0610'THE DRIVEWAY AND 19 FEET SOUTHWEST OF A TELEPHONE POLE.  THE MARK IS
 NG0610'FLUSH AND THE DISK IS STAMPED
 NG0610'LIBERTYVILLE NO 2 1954.
 NG0610'
 NG0610'AZIMUTH MARK IS 29 FEET EAST OF THE CENTER OF HIGHWAY 63, 2 FEET
 NG0610'SOUTHEAST OF A TELEPHONE
 NG0610'POLE AND WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 NG0610'STAMPED LIBERTYVILLE 1954.
 NG0610'
 NG0610'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 63
 NG0610'FOR 0.2 MILE TO THE MARK ON
 NG0610'THE RIGHT AS DESCRIBED.
 NG0610'
 NG0610'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NG0610
 NG0610                          STATION RECOVERY (1994)
 NG0610
 NG0610'RECOVERY NOTE BY US POWER SQUADRON 1994
 NG0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0612 ***********************************************************************
 NG0612  DESIGNATION -  LIBERTYVILLE CO POL RAD STA KSA 958 MAST
 NG0612  PID         -  NG0612
 NG0612  STATE/COUNTY-  IL/LAKE
 NG0612  USGS QUAD   -  LIBERTYVILLE (1993)
 NG0612
 NG0612                         *CURRENT SURVEY CONTROL
 NG0612  ___________________________________________________________________
 NG0612* NAD 83(1997)-  42 17 47.79055(N)    087 57 26.06582(W)     ADJUSTED  
 NG0612* NAVD 88     -                                                        
 NG0612  ___________________________________________________________________
 NG0612  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 NG0612  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NG0612
 NG0612  HORZ ORDER  -  THIRD
 NG0612
 NG0612.The horizontal coordinates were established by classical geodetic methods
 NG0612.and adjusted by the National Geodetic Survey in October 1999..
 NG0612
 NG0612
 NG0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0612
 NG0612.The geoid height was determined by GEOID03.
 NG0612
 NG0612;                    North         East     Units Scale Factor Converg.
 NG0612;SPC IL E     -   625,116.419   331,013.702   MT  0.99998683   +0 15 11.2
 NG0612;SPC IL E     - 2,050,902.78  1,086,000.79   sFT  0.99998683   +0 15 11.2
 NG0612;UTM  16      - 4,683,152.791   421,092.485   MT  0.99967661   -0 38 39.2
 NG0612
 NG0612                          SUPERSEDED SURVEY CONTROL
 NG0612
 NG0612  NAD 83(1997)-  42 17 47.79049(N)    087 57 26.06628(W) AD(       ) 4
 NG0612  NAD 83(1997)-  42 17 47.79041(N)    087 57 26.07480(W) AD(       ) 4
 NG0612  NAD 83(1997)-  42 17 47.79288(N)    087 57 26.07562(W) AD(       ) 4
 NG0612  NAD 83(1986)-  42 17 47.79136(N)    087 57 26.08113(W) AD(       ) 4
 NG0612  NAD 27      -  42 17 47.70900(N)    087 57 25.81600(W) AD(       ) 3
 NG0612
 NG0612.Superseded values are not recommended for survey control.
 NG0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0612.See file dsdata.txt to determine how the superseded data were derived.
 NG0612
 NG0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2109283153(NAD 83)
 NG0612_MARKER: 42 = RADIO/TV MAST
 NG0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0612+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2002
 NG0612
 NG0612  HISTORY     - Date     Condition        Report By
 NG0612  HISTORY     - 1954     FIRST OBSERVED   CGS
 NG0612  HISTORY     - 1987     GOOD             USPSQD
 NG0612  HISTORY     - 19910519 GOOD             USPSQD
 NG0612  HISTORY     - 19940726 GOOD             USPSQD
 NG0612  HISTORY     - 20021222 GOOD             USPSQD
 NG0612
 NG0612                          STATION DESCRIPTION
 NG0612
 NG0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0612'STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED ABOUT
 NG0612'0.75 MILE NORTH OF
 NG0612'LIBERTYVILLE, 250 FEET WEST OF STATE HIGHWAY 63.  IT IS A FOUR
 NG0612'LEGGED STEEL STRUCTURE ABOUT 280 FEET
 NG0612'HIGH, PAINTED IN ALTERNATE COLORS OF ORANGE AND
 NG0612'WHITE.
 NG0612
 NG0612                          STATION RECOVERY (1987)
 NG0612
 NG0612'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NG0612'RECOVERED IN GOOD CONDITION.
 NG0612
 NG0612                          STATION RECOVERY (1991)
 NG0612
 NG0612'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NG0612'RECOVERED IN GOOD CONDITION.
 NG0612
 NG0612                          STATION RECOVERY (1994)
 NG0612
 NG0612'RECOVERY NOTE BY US POWER SQUADRON 1994
 NG0612'RECOVERED IN GOOD CONDITION.
 NG0612
 NG0612                          STATION RECOVERY (2002)
 NG0612
 NG0612'RECOVERY NOTE BY US POWER SQUADRON 2002 (EFU)
 NG0612'GPS COORDINATES-LAT. 42 DEG.'S 17'47.4''N LONG. 087 DEG.'S 57'26.2''W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0608 ***********************************************************************
 NG0608  DESIGNATION -  LIBERTYVILLE CYO BOYS CAMP TK
 NG0608  PID         -  NG0608
 NG0608  STATE/COUNTY-  IL/LAKE
 NG0608  USGS QUAD   -  LIBERTYVILLE (1993)
 NG0608
 NG0608                         *CURRENT SURVEY CONTROL
 NG0608  ___________________________________________________________________
 NG0608* NAD 83(1997)-  42 19 00.58702(N)    087 55 00.88421(W)     ADJUSTED  
 NG0608* NAVD 88     -                                                        
 NG0608  ___________________________________________________________________
 NG0608  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 NG0608  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NG0608
 NG0608  HORZ ORDER  -  THIRD
 NG0608
 NG0608.The horizontal coordinates were established by classical geodetic methods
 NG0608.and adjusted by the National Geodetic Survey in October 1999..
 NG0608
 NG0608
 NG0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0608
 NG0608.The geoid height was determined by GEOID03.
 NG0608
 NG0608;                    North         East     Units Scale Factor Converg.
 NG0608;SPC IL E     -   627,378.007   334,328.301   MT  0.99998949   +0 16 49.3
 NG0608;SPC IL E     - 2,058,322.68  1,096,875.43   sFT  0.99998949   +0 16 49.3
 NG0608;UTM  16      - 4,685,361.487   424,441.048   MT  0.99967024   -0 37 02.4
 NG0608
 NG0608                          SUPERSEDED SURVEY CONTROL
 NG0608
 NG0608  NAD 83(1997)-  42 19 00.58693(N)    087 55 00.88466(W) AD(       ) 4
 NG0608  NAD 83(1997)-  42 19 00.58618(N)    087 55 00.89300(W) AD(       ) 4
 NG0608  NAD 83(1997)-  42 19 00.58804(N)    087 55 00.89367(W) AD(       ) 4
 NG0608  NAD 83(1986)-  42 19 00.58787(N)    087 55 00.90032(W) AD(       ) 4
 NG0608  NAD 27      -  42 19 00.50100(N)    087 55 00.63200(W) AD(       ) 3
 NG0608
 NG0608.Superseded values are not recommended for survey control.
 NG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0608.See file dsdata.txt to determine how the superseded data were derived.
 NG0608
 NG0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2444185361(NAD 83)
 NG0608_MARKER: 53 = ELEVATED TANK
 NG0608
 NG0608  HISTORY     - Date     Condition        Report By
 NG0608  HISTORY     - 1954     FIRST OBSERVED   CGS
 NG0608  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 NG0608
 NG0608                          STATION DESCRIPTION
 NG0608
 NG0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0608'STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 NG0608'CATHOLIC YOUTH
 NG0608'ORGINIZATION BOYS CAMP LOCATED IN THE SOUTHWEST SECTION OF THE FENCED
 NG0608'AREA OF THE CAMP ABOUT 2 MILES
 NG0608'NORTHEAST OF LIBERTYVILLE.  IT IS A STEEL TANK SUPPORTED
 NG0608'BY A FOUR-LEGGED STEEL STRUCTURE, IS ABOUT 75
 NG0608'FEET IN HEIGHT OVER-ALL AND IS PAINTED
 NG0608'SILVER WITH THE CYO EMBLEM INSCRIBED ON THE NORTH AND SOUTH
 NG0608'SIDES IN GREEN AND WHITE.
 NG0608'
 NG0608'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 137
 NG0608'AT THE NORTH EDGE OF
 NG0608'LIBERTYVILLE, GO EAST ON HIGHWAY 137 FOR 0.6 MILE TO A GRAVEL ROAD
 NG0608'LEFT. TURN LEFT AND GO NORTH ON
 NG0608'GRAVEL ROAD FOR 1.3 MILES TO THE ENTRANCE TO THE CAMP ON THE LEFT.
 NG0608'TURN LEFT AND FOLLOW DRIVEWAY THROUGH
 NG0608'THE CAMP FOR ABOUT 0.2 MILE TO THE SOUTHWEST SECTION
 NG0608'AND THE TANK.
 NG0608
 NG0608                          STATION RECOVERY (1991)
 NG0608
 NG0608'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NG0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0611 ***********************************************************************
 NG0611  DESIGNATION -  LIBERTYVILLE MUNICIPAL TANK
 NG0611  PID         -  NG0611
 NG0611  STATE/COUNTY-  IL/LAKE
 NG0611  USGS QUAD   -  LIBERTYVILLE (1993)
 NG0611
 NG0611                         *CURRENT SURVEY CONTROL
 NG0611  ___________________________________________________________________
 NG0611* NAD 83(1997)-  42 17 17.29279(N)    087 57 18.53394(W)     ADJUSTED  
 NG0611* NAVD 88     -                                                        
 NG0611  ___________________________________________________________________
 NG0611  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 NG0611  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NG0611
 NG0611  HORZ ORDER  -  THIRD
 NG0611
 NG0611.The horizontal coordinates were established by classical geodetic methods
 NG0611.and adjusted by the National Geodetic Survey in October 1999..
 NG0611
 NG0611
 NG0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0611
 NG0611.The geoid height was determined by GEOID03.
 NG0611
 NG0611;                    North         East     Units Scale Factor Converg.
 NG0611;SPC IL E     -   624,176.188   331,190.409   MT  0.99998697   +0 15 16.1
 NG0611;SPC IL E     - 2,047,818.04  1,086,580.53   sFT  0.99998697   +0 15 16.1
 NG0611;UTM  16      - 4,682,210.201   421,254.397   MT  0.99967629   -0 38 33.8
 NG0611
 NG0611                          SUPERSEDED SURVEY CONTROL
 NG0611
 NG0611  NAD 83(1997)-  42 17 17.29274(N)    087 57 18.53441(W) AD(       ) 4
 NG0611  NAD 83(1997)-  42 17 17.29324(N)    087 57 18.54330(W) AD(       ) 4
 NG0611  NAD 83(1997)-  42 17 17.29499(N)    087 57 18.54380(W) AD(       ) 4
 NG0611  NAD 83(1986)-  42 17 17.29374(N)    087 57 18.54916(W) AD(       ) 4
 NG0611  NAD 27      -  42 17 17.20500(N)    087 57 18.28100(W) AD(       ) 3
 NG0611
 NG0611.Superseded values are not recommended for survey control.
 NG0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0611.See file dsdata.txt to determine how the superseded data were derived.
 NG0611
 NG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2125482210(NAD 83)
 NG0611_MARKER: 51 = TANK
 NG0611
 NG0611  HISTORY     - Date     Condition        Report By
 NG0611  HISTORY     - 1954     FIRST OBSERVED   CGS
 NG0611  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0611  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 NG0611
 NG0611                          STATION DESCRIPTION
 NG0611
 NG0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NG0611'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 NG0611'MUNICIPAL WATER
 NG0611'TANK, LOCATED NEAR THE CENTER OF LIBERTYVILLE AT THE REAR OF THE CITY
 NG0611'HALL AND POLICE STATION.  IT IS A
 NG0611'STEEL TANK WITH A FLAT CONICAL ROOF AND OVAL BOTTOM,
 NG0611'WITH 20 FOOT VERTICAL SIDES.  THE ENTIRE STRUCTURE
 NG0611'IS PAINTED SILVER AND THE TOTAL HEIGHT
 NG0611'IS ABOUT 130 FEET.
 NG0611
 NG0611                          STATION RECOVERY (1987)
 NG0611
 NG0611'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NG0611'MARK NOT FOUND.
 NG0611
 NG0611                          STATION RECOVERY (1991)
 NG0611
 NG0611'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NG0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1511 ***********************************************************************
 NH1511  DESIGNATION -  LIGHT
 NH1511  PID         -  NH1511
 NH1511  STATE/COUNTY-  IL/OGLE
 NH1511  USGS QUAD   -  GERMAN VALLEY (1983)
 NH1511
 NH1511                         *CURRENT SURVEY CONTROL
 NH1511  ___________________________________________________________________
 NH1511* NAD 83(1997)-  42 08 52.23802(N)    089 23 08.90493(W)     ADJUSTED  
 NH1511* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 NH1511  ___________________________________________________________________
 NH1511  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 NH1511  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NH1511
 NH1511  HORZ ORDER  -  SECOND
 NH1511
 NH1511.The horizontal coordinates were established by classical geodetic methods
 NH1511.and adjusted by the National Geodetic Survey in October 1999..
 NH1511
 NH1511.The orthometric height was scaled from a topographic map.
 NH1511
 NH1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1511
 NH1511.The geoid height was determined by GEOID03.
 NH1511
 NH1511;                    North         East     Units Scale Factor Converg.
 NH1511;SPC IL W     -   608,798.472   764,541.261   MT  0.99999241   +0 31 26.4
 NH1511;SPC IL W     - 1,997,366.32  2,508,332.45   sFT  0.99999241   +0 31 26.4
 NH1511;UTM  16      - 4,668,946.431   302,865.407   MT  1.00007820   -1 36 05.4
 NH1511
 NH1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1511!SPC IL W     -   0.99996268  x   0.99999241  =   0.99995509
 NH1511!UTM  16      -   0.99996268  x   1.00007820  =   1.00004088
 NH1511
 NH1511:                Primary Azimuth Mark                     Grid Az
 NH1511:SPC IL W     -  SEWARD USAF RAD TOWER AFIXPG             013 25 23.6
 NH1511:UTM  16      -  SEWARD USAF RAD TOWER AFIXPG             015 32 55.4
 NH1511
 NH1511|---------------------------------------------------------------------|
 NH1511| PID    Reference Object                     Distance      Geod. Az  |
 NH1511|                                                           dddmmss.s |
 NH1511| NH1501 SEWARD USAF RAD TOWER AFIXPG        APPROX.11.2 KM 0135650.0 |
 NH1511| CJ7947 LIGHT RM 1                           24.803 METERS 03928     |
 NH1511| NH1499 SLINGERLAND ROCK RIVER FARM TK      APPROX.12.2 KM 0812000.5 |
 NH1511| NH1505 EBENEZER REFORMED CHURCH SPIRE      APPROX.13.5 KM 1380531.6 |
 NH1511| CJ7946 LIGHT AZ MK                                        2725439.7 |
 NH1511| CI9170 LIGHT RM 2                           29.884 METERS 30930     |
 NH1511| NH1510 GERMAN VALLEY CHRIS REFORM CH       APPROX.10.8 KM 3281655.0 |
 NH1511|---------------------------------------------------------------------|
 NH1511
 NH1511                          SUPERSEDED SURVEY CONTROL
 NH1511
 NH1511  NAD 83(1997)-  42 08 52.23815(N)    089 23 08.90557(W) AD(       ) 2
 NH1511  NAD 83(1986)-  42 08 52.23789(N)    089 23 08.90856(W) AD(       ) 2
 NH1511  NAD 27      -  42 08 52.14320(N)    089 23 08.51650(W) AD(       ) 2
 NH1511
 NH1511.Superseded values are not recommended for survey control.
 NH1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1511.See file dsdata.txt to determine how the superseded data were derived.
 NH1511
 NH1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM0286568946(NAD 83)
 NH1511_MARKER: DS = TRIANGULATION STATION DISK
 NH1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1511
 NH1511  HISTORY     - Date     Condition        Report By
 NH1511  HISTORY     - 1954     MONUMENTED       CGS
 NH1511  HISTORY     - 19960504 GOOD             USPSQD
 NH1511  HISTORY     - 20010806 GOOD             USPSQD
 NH1511  HISTORY     - 20041117 GOOD             USPSQD
 NH1511
 NH1511                          STATION DESCRIPTION
 NH1511
 NH1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1511'STATION IS LOCATED ABOUT 6 MILES SOUTH OF SEWARD AND 2 MILES
 NH1511'NORTHEAST OF LEAF RIVER NEAR PROPERTY OWNED BY MR. W.F. LIGHT
 NH1511'AND FARMED BY MR. KENNETH EICKMAN.  IT IS 127 FEET NORTH
 NH1511'OF THE NORTHEAST CORNER OF MR. EICKMANS HOUSE, 119 FEET EAST
 NH1511'OF THE CENTER OF A GRAVEL DRIVEWAY TO THE HOUSE, 34 FEET
 NH1511'SOUTH OF THE CENTER OF A GRAVEL ROAD, 4 FEET WEST OF A WHITE
 NH1511'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH
 NH1511'AND THE DISK IS STAMPED LIGHT 1954.
 NH1511'
 NH1511'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF THE
 NH1511'GRAVEL ROAD, 13 FEET EAST OF A POWER LINE POLE AND 1 FOOT
 NH1511'SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 8 INCHES AND
 NH1511'THE DISK IS STAMPED LIGHT NO 1 1954.
 NH1511'
 NH1511'REFERENCE MARK NO. 2 IS 41 FEET EAST OF A POWER LINE POLE
 NH1511'WITH A TRANSFORMER ATOP, 29 FEET NORTH OF THE CENTER OF THE
 NH1511'GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 NH1511'ABOUT 4 INCHES AND THE DISK IS STAMPED LIGHT NO 2 1954.
 NH1511'
 NH1511'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 NH1511'3 FEET EAST OF A POWER LINE POLE, 2 FEET EAST OF A WHITE
 NH1511'WITNESS POST AND 0.5 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 NH1511'ABOUT 4 INCHES AND THE DISK IS STAMPED LIGHT 1954.
 NH1511'
 NH1511'TO REACH THE STATION FROM THE C.M. AND ST. P. RAILROAD CROSSING
 NH1511'OF THE MAIN NORTH-SOUTH PAVED ROAD, 1/2 BLOCK EAST OF THE
 NH1511'DEPOT IN LEAF RIVER, GO NORTH ON PAVED ROAD FOR 1.2 MILES TO
 NH1511'A CROSSROAD, TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.8
 NH1511'MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF ROAD
 NH1511'AS DESCRIBED.  CONTINUE EAST ON GRAVEL ROAD FOR 0.2 MILE TO
 NH1511'STATION ON THE RIGHT, SOUTH SIDE OF ROAD AS DESCRIBED.
 NH1511'
 NH1511'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NH1511
 NH1511                          STATION RECOVERY (1996)
 NH1511
 NH1511'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1511'RECOVERED IN GOOD CONDITION.
 NH1511
 NH1511                          STATION RECOVERY (2001)
 NH1511
 NH1511'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1511'RM 1 AND THE AZIMUTH WERE FOUND IN GOOD CONDITION. RM 2 WAS NOT
 NH1511'LOCATED.
 NH1511
 NH1511                          STATION RECOVERY (2004)
 NH1511
 NH1511'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH1511'RM 1, AND THE AZIMUTH WERE FOUND. RM 2 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2763 ***********************************************************************
 ME2763  DESIGNATION -  LILLIAN
 ME2763  PID         -  ME2763
 ME2763  STATE/COUNTY-  IL/COOK
 ME2763  USGS QUAD   -  ENGLEWOOD (1997)
 ME2763
 ME2763                         *CURRENT SURVEY CONTROL
 ME2763  ___________________________________________________________________
 ME2763* NAD 83(1997)-  41 50 00.29463(N)    087 43 49.09814(W)     ADJUSTED  
 ME2763* NAVD 88     -       180.7    (meters)     593.     (feet)  VERTCON   
 ME2763  ___________________________________________________________________
 ME2763  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 ME2763  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 ME2763
 ME2763  HORZ ORDER  -  FIRST
 ME2763
 ME2763.The horizontal coordinates were established by classical geodetic methods
 ME2763.and adjusted by the National Geodetic Survey in October 1999..
 ME2763
 ME2763.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2763
 ME2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2763
 ME2763.The geoid height was determined by GEOID03.
 ME2763
 ME2763;                    North         East     Units Scale Factor Converg.
 ME2763;SPC IL E     -   573,776.031   350,090.301   MT  1.00000586   +0 24 08.0
 ME2763;SPC IL E     - 1,882,463.53  1,148,587.93   sFT  1.00000586   +0 24 08.0
 ME2763;UTM  16      - 4,631,538.538   439,360.199   MT  0.99964525   -0 29 13.6
 ME2763
 ME2763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2763!SPC IL E     -   0.99997690  x   1.00000586  =   0.99998276
 ME2763!UTM  16      -   0.99997690  x   0.99964525  =   0.99962216
 ME2763
 ME2763:                Primary Azimuth Mark                     Grid Az
 ME2763:SPC IL E     -  GARFIELD                                 011 45 41.5
 ME2763:UTM  16      -  GARFIELD                                 012 39 03.1
 ME2763
 ME2763|---------------------------------------------------------------------|
 ME2763| PID    Reference Object                     Distance      Geod. Az  |
 ME2763|                                                           dddmmss.s |
 ME2763| ME2757 GARFIELD                            APPROX. 4.7 KM 0120949.5 |
 ME2763| CM3037 LILLIAN RM 1                         28.570 METERS 26710     |
 ME2763| CM3038 LILLIAN RM 2                         28.651 METERS 34327     |
 ME2763|---------------------------------------------------------------------|
 ME2763
 ME2763                          SUPERSEDED SURVEY CONTROL
 ME2763
 ME2763  NAD 83(1997)-  41 50 00.29477(N)    087 43 49.09853(W) AD(       ) 1
 ME2763  NAD 83(1997)-  41 50 00.29792(N)    087 43 49.10916(W) AD(       ) 1
 ME2763  NAD 83(1986)-  41 50 00.29860(N)    087 43 49.10862(W) AD(       ) 1
 ME2763  NAD 27      -  41 50 00.18187(N)    087 43 48.91137(W) AD(       ) 1
 ME2763  NGVD 29 (07/19/86)  180.8    (m)          593.     (f) VERT ANG       
 ME2763
 ME2763.Superseded values are not recommended for survey control.
 ME2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2763.See file dsdata.txt to determine how the superseded data were derived.
 ME2763
 ME2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3936031539(NAD 83)
 ME2763_MARKER: DD = SURVEY DISK
 ME2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 ME2763
 ME2763  HISTORY     - Date     Condition        Report By
 ME2763  HISTORY     - 1977     MONUMENTED       NGS
 ME2763
 ME2763                          STATION DESCRIPTION
 ME2763
 ME2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME2763'THE STATION IS LOCATED IN THE WESTERN SECTION OF CHICAGO, AT
 ME2763'THE SOUTH EDGE OF LILLIAN PIOTROWSKI CITY PARK. ADDRESS FOR
 ME2763'THE STATION IS 4228 W 33RD STREET.
 ME2763'
 ME2763'STATION MARKS, STAMPED---LILLIAN 1977---, ARE STANDARD DISKS.
 ME2763'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 ME2763'CONCRETE MONUMENT THAT IS 6 INCHES BELOW A CAST IRON COVER
 ME2763'WITH THE LETTERING, NATIONAL GEODETIC SURVEY.
 ME2763'IT IS 62 FEET EAST OF LIGHT POLE
 ME2763'NUMBER C33, 54 FEET NORTH OF A CHAIN LINK FENCE AND 46 FEET
 ME2763'SOUTHEAST OF A PAVED WALK WAY. THE UNDERGROUND DISK IS SET
 ME2763'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 ME2763'THE GROUND SURFACE.
 ME2763'
 ME2763'REFERENCE MARK 1, STAMPED---LILLIAN NO 1 1977---, A STANDARD
 ME2763'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2763'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 38
 ME2763'FEET WEST-SOUTHWEST OF THE LIGHT POLE AND 15 FEET
 ME2763'SOUTH-SOUTHEAST OF THE WALK WAY.
 ME2763'
 ME2763'REFERENCE MARK 2, STAMPED---LILLIAN NO 2 1977---, A STANDARD
 ME2763'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 ME2763'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 82 FEET
 ME2763'NORTH-NORTHEAST OF THE LIGHT POLE AND 48 FEET NORTHWEST OF THE
 ME2763'WALK WAY.
 ME2763'
 ME2763'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 ME2763'
 ME2763'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 34.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1328 ***********************************************************************
 MF1328  DESIGNATION -  LILLY
 MF1328  PID         -  MF1328
 MF1328  STATE/COUNTY-  IL/WILL
 MF1328  USGS QUAD   -  ROMEOVILLE (1993)
 MF1328
 MF1328                         *CURRENT SURVEY CONTROL
 MF1328  ___________________________________________________________________
 MF1328* NAD 83(1997)-  41 38 21.72183(N)    088 06 37.33376(W)     ADJUSTED  
 MF1328* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 MF1328  ___________________________________________________________________
 MF1328  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 MF1328  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MF1328
 MF1328  HORZ ORDER  -  SECOND
 MF1328
 MF1328.The horizontal coordinates were established by classical geodetic methods
 MF1328.and adjusted by the National Geodetic Survey in October 1999..
 MF1328
 MF1328.The orthometric height was scaled from a topographic map.
 MF1328
 MF1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1328
 MF1328.The geoid height was determined by GEOID03.
 MF1328
 MF1328;                    North         East     Units Scale Factor Converg.
 MF1328;SPC IL E     -   552,072.216   318,576.117   MT  0.99997924   +0 08 53.3
 MF1328;SPC IL E     - 1,811,256.93  1,045,195.14   sFT  0.99997924   +0 08 53.3
 MF1328;UTM  16      - 4,610,332.267   407,523.676   MT  0.99970524   -0 44 16.2
 MF1328
 MF1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1328!SPC IL E     -   0.99997274  x   0.99997924  =   0.99995198
 MF1328!UTM  16      -   0.99997274  x   0.99970524  =   0.99967799
 MF1328
 MF1328:                Primary Azimuth Mark                     Grid Az
 MF1328:SPC IL E     -  LILLY RM 5                               075 40 20.1
 MF1328:UTM  16      -  LILLY RM 5                               076 33 29.6
 MF1328
 MF1328|---------------------------------------------------------------------|
 MF1328| PID    Reference Object                     Distance      Geod. Az  |
 MF1328|                                                           dddmmss.s |
 MF1328| CI7702 LILLY RM 5                                         0754913.4 |
 MF1328| CI7700 LILLY RM 3                           28.240 METERS 12941     |
 MF1328| CI7698 LILLY RM 1                           27.987 METERS 13011     |
 MF1328| CI7701 LILLY RM 4                           29.060 METERS 22801     |
 MF1328| CI7699 LILLY RM 2                           29.109 METERS 22814     |
 MF1328| CI7697 LILLY AZ MK                                        2484201.2 |
 MF1328| MF1355 PLAINFIELD MUNICIPAL TANK           APPROX. 7.9 KM 2500934.3 |
 MF1328|---------------------------------------------------------------------|
 MF1328
 MF1328                          SUPERSEDED SURVEY CONTROL
 MF1328
 MF1328  NAD 83(1997)-  41 38 21.72190(N)    088 06 37.33434(W) AD(       ) 2
 MF1328  NAD 83(1986)-  41 38 21.72366(N)    088 06 37.34391(W) AD(       ) 2
 MF1328  NAD 27      -  41 38 21.61560(N)    088 06 37.11940(W) AD(       ) 2
 MF1328
 MF1328.Superseded values are not recommended for survey control.
 MF1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1328.See file dsdata.txt to determine how the superseded data were derived.
 MF1328
 MF1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0752410332(NAD 83)
 MF1328_MARKER: DS = TRIANGULATION STATION DISK
 MF1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1328
 MF1328  HISTORY     - Date     Condition        Report By
 MF1328  HISTORY     - 1956     MONUMENTED       CGS
 MF1328  HISTORY     - 1972     GOOD             NGS
 MF1328  HISTORY     - 1972     GOOD             NGS
 MF1328
 MF1328                          STATION DESCRIPTION
 MF1328
 MF1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1328'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF JOLIET AND
 MF1328'5 MILES NORTHEAST OF PLAINFIELD ON THE NORTH SIDE OF AN
 MF1328'EAST-WEST GRAVELED ROAD AND ON LAND OWNED BY MRS. THOMAS
 MF1328'LAMBER AND OCCUPIED BY MR. ROY HOMERDING.  IT IS SET UNDER
 MF1328'AN EAST-WEST FENCE LINE, 35 FEET NORTH OF THE CENTER OF
 MF1328'GRAVELED ROAD, 14 FEET NORTHEAST OF A WHITE WITNESS POST
 MF1328'AND 13 FEET EAST OF A FENCE CORNER.  THE MARK IS FLUSH AND
 MF1328'THE DISK IS STAMPED LILLY 1956.
 MF1328'
 MF1328'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 MF1328'AND STATE HIGHWAY 59 IN THE NORTH EDGE OF PLAINFIELD, GO
 MF1328'NORTHEAST ON U.S. HIGHWAY 66 FOR 2.85 MILES TO A DIAGONAL
 MF1328'CROSSROAD.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 MF1328'1.75 MILES TO CROSSROAD*.  CONTINUE STRAIGHT AHEAD EAST
 MF1328'ON GRAVELED ROAD FOR 0.8 MILE TO THE STATION ON THE NORTH
 MF1328'SIDE AS DESCRIBED.
 MF1328'
 MF1328'REFERENCE MARK 1 IS 27 FEET SOUTH OF THE CENTER OF GRAVELED
 MF1328'ROAD, SET IN THE NORTH EDGE OF A CULTIVATED FIELD.  THE
 MF1328'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LILLY
 MF1328'NO 1 1956.
 MF1328'
 MF1328'REFERENCE MARK 2 IS 27 FEET SOUTH OF THE CENTER OF GRAVELED
 MF1328'ROAD, SET IN THE NORTH EDGE OF A CULTIVATED FIELD.  THE
 MF1328'MARK IS FLUSH AND THE DISK IS STAMPED LILLY NO 2 1956.
 MF1328'
 MF1328'THE AZIMUTH MARK IS 26 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 MF1328'GRAVELED ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST, 2 FEET
 MF1328'NORTH OF A POWER LINE POLE AND 1 FOOT WEST OF A NORTH-SOUTH
 MF1328'FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MF1328'IS STAMPED LILLY 1956.
 MF1328'
 MF1328'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD MENTIONED
 MF1328'ABOVE.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.2
 MF1328'MILE TO THE MARK ON THE EAST SIDE AS DESCRIBED.
 MF1328'
 MF1328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1328
 MF1328                          STATION RECOVERY (1972)
 MF1328
 MF1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ARS)
 MF1328'STATION MARK FOUND IN GOOD CONDITION.  R.M. 1 AND R.M. 2
 MF1328'WERE BOTH UPROOTED AND LYING IN THE ROAD DITCH.  TOP OF
 MF1328'THE AZIMUTH MARK IS BROKEN OFF AND IS USELESS.
 MF1328
 MF1328                          STATION RECOVERY (1972)
 MF1328
 MF1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 MF1328'THE STATION MARK WAS FOUND IN GOOD CONDITION.  THE REFERENCE
 MF1328'MARKS AND AZIMUTH MARK WERE FOUND UPROOTED BY GRADING.  A
 MF1328'NEW AZIMUTH MARK AND REFERENCE MARKS 3 AND 4 WERE SET.  A
 MF1328'NEW DESCRIPTION FOLLOWS--
 MF1328'
 MF1328'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PLAINFIELD,
 MF1328'ON ROAD RIGHT-OF-WAY, 11 FEET EAST OF A FENCE CORNER, 54
 MF1328'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 37 FEET NORTH
 MF1328'OF THE CENTERLINE OF PAVED ROAD, AND 37 FEET WEST OF A 24
 MF1328'INCH HEDGE TREE, IN A EAST-WEST FENCE LINE.  THE MONUMENT
 MF1328'IS FLUSH AND THE DISK IS STAMPED LILLY 1956.
 MF1328'
 MF1328'REFERENCE MARK 3 IS 28 FEET SOUTH OF THE CENTERLINE OF THE
 MF1328'ROAD AND 8 FEET WEST OF A POWER POLE.  THE MONUMENT PROJECTS
 MF1328'8 INCHES AND THE DISK IS STAMPED LILLY 1956 NO 3 1972.
 MF1328'
 MF1328'REFERENCE MARK 4 IS 1 FOOT NORTH OF A METAL WITNESS POST,
 MF1328'28 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 75 FEET
 MF1328'WEST OF A POWER POLE.  THE MONUMENT PROJECTS 2 INCHES AND
 MF1328'THE DISK IS STAMPED LILLY 1956 NO 4 1972.
 MF1328'
 MF1328'REFERENCE MARK 5 IS A STANDARD DISK STAMPED LILLY 1956 NO
 MF1328'5 1972 SET IN A DRILL HILE IN THE TOP OF THE CONCRETE BASE
 MF1328'OF A METAL LIGHT POLE ABOUT 2 FEET ABOVE LEVEL OF SCHOOL
 MF1328'BUS PARKING LOT, ABOUT 300 FEET SOUTH OF PAVED ROAD, 47 FEET
 MF1328'SOUTH OF THE NORTHWEST CORNER OF FENCED SCHOOL BUS PARKING
 MF1328'AREA AND 3 FEET EAST OF WEST FENCE OF PARKING AREA.
 MF1328'
 MF1328'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE VALLEY
 MF1328'VIEW PUBLIC SCHOOL GROUNDS AT THE WEST EDGE OF ROMEOVILLE,
 MF1328'GO WEST ON PAVED ROAD FOR 0.25 MILE TO THE STATION ON THE
 MF1328'RIGHT.  THE SCHOOL BUS PARKING LOT IS AT THE SOUTHWEST CORNER
 MF1328'OF THE SCHOOL GROUNDS ALSO.
 MF1328'
 MF1328'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MF1328'
 MF1328'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WEST
 MF1328'EDGE OF ROMEOVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2324 ***********************************************************************
 LB2324  DESIGNATION -  LILY
 LB2324  PID         -  LB2324
 LB2324  STATE/COUNTY-  IL/IROQUOIS
 LB2324  USGS QUAD   -  CISSNA PARK (1986)
 LB2324
 LB2324                         *CURRENT SURVEY CONTROL
 LB2324  ___________________________________________________________________
 LB2324* NAD 83(1997)-  40 35 12.18806(N)    087 56 21.32350(W)     ADJUSTED  
 LB2324* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 LB2324  ___________________________________________________________________
 LB2324  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 LB2324  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LB2324
 LB2324  HORZ ORDER  -  THIRD
 LB2324
 LB2324.The horizontal coordinates were established by classical geodetic methods
 LB2324.and adjusted by the National Geodetic Survey in October 1999..
 LB2324
 LB2324.The orthometric height was scaled from a topographic map.
 LB2324
 LB2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2324
 LB2324.The geoid height was determined by GEOID03.
 LB2324
 LB2324;                    North         East     Units Scale Factor Converg.
 LB2324;SPC IL E     -   435,222.756   333,361.164   MT  0.99998869   +0 15 23.0
 LB2324;SPC IL E     - 1,427,893.33  1,093,702.42   sFT  0.99998869   +0 15 23.0
 LB2324;UTM  16      - 4,493,304.475   420,515.190   MT  0.99967776   -0 36 40.0
 LB2324
 LB2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2324!SPC IL E     -   0.99997343  x   0.99998869  =   0.99996212
 LB2324!UTM  16      -   0.99997343  x   0.99967776  =   0.99965120
 LB2324
 LB2324|---------------------------------------------------------------------|
 LB2324| PID    Reference Object                     Distance      Geod. Az  |
 LB2324|                                                           dddmmss.s |
 LB2324| CM3040 LILY RM 1                            18.236 METERS 03235     |
 LB2324| LB2323 CISSNA PARK MUNICIPAL TANK          APPROX. 4.5 KM 1220239.5 |
 LB2324| LB2327 PT 118 USGS 1955                     23.738 METERS 13619     |
 LB2324| CM3039 LILY AZ MK                                         1735814.9 |
 LB2324| LC1702 BUCKLEY MUNICIPAL TANK              APPROX. 8.4 KM 2780721.7 |
 LB2324| LC1703 BUCKLEY ST JOHNS LUTH CH SPIRE      APPROX. 8.3 KM 2793505.8 |
 LB2324|---------------------------------------------------------------------|
 LB2324
 LB2324                          SUPERSEDED SURVEY CONTROL
 LB2324
 LB2324  NAD 83(1997)-  40 35 12.18839(N)    087 56 21.32483(W) AD(       ) 3
 LB2324  NAD 83(1986)-  40 35 12.19661(N)    087 56 21.33077(W) AD(       ) 3
 LB2324  NAD 27      -  40 35 12.06740(N)    087 56 21.19530(W) AD(       ) 3
 LB2324
 LB2324.Superseded values are not recommended for survey control.
 LB2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2324.See file dsdata.txt to determine how the superseded data were derived.
 LB2324
 LB2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK2051593304(NAD 83)
 LB2324_MARKER: DS = TRIANGULATION STATION DISK
 LB2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2324
 LB2324  HISTORY     - Date     Condition        Report By
 LB2324  HISTORY     - 1955     MONUMENTED       CGS
 LB2324
 LB2324                          STATION DESCRIPTION
 LB2324
 LB2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2324'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF CISSNA PARK IN THE
 LB2324'NORTHWEST ANGLE OF CROSSROAD AND ON LAND OWNED BY GEORGE DIPPEL.  IT
 LB2324'IS 137 FEET NORTHWEST OF THE CENTER OF CROSSROAD, 114 FEET NORTH OF
 LB2324'THE CENTER OF OILED ROAD, 75 FEET WEST OF THE CENTER OF GRAVELED
 LB2324'ROAD AND 61-1/2 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS
 LB2324'14 INCHES UNDERGROUND AND THE DISK IS STAMPED LILY 1955.
 LB2324'
 LB2324'REFERENCE MARK NO. 1 IS 35 FEET WEST OF THE CENTER OF GRAVELED ROAD,
 LB2324'25 FEET SOUTH OF FENCE CORNER AND 2 FEET WEST OF A WHITE WITNESS
 LB2324'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED LILY NO 1 1955.
 LB2324'
 LB2324'PT 118 (USGS) WAS USED AS REFERENCE MARK NO. 2.  IT IS 58 FEET
 LB2324'NORTHWEST OF THE CENTER OF CROSSROAD, 33 FEET WEST OF THE CENTER OF
 LB2324'GRAVELED ROAD, SET IN THE NORTHWEST ANGLE OF CROSSROAD.  THE MARK
 LB2324'IS A 4X4 INCH CONCRETE POST PROJECTING 2 INCHES AND THE DISK IS
 LB2324'STAMPED PRIM TRAV STA NO 118 MAC 1923, 664 FT. (ELEVATION).
 LB2324'
 LB2324'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF OILED ROAD, 5 FEET
 LB2324'NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF FENCE LINE.  THE
 LB2324'MARK IS FLUSH AND THE DISK IS STAMPED LILY 1955.
 LB2324'
 LB2324'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 49 AND
 LB2324'RAILROAD TRACKS IN CISSNA PARK, GO NORTH ON STATE HIGHWAY 49 FOR 0.5
 LB2324'MILE TO T-ROAD WHERE STATE HIGHWAY 49 TURNS EAST, TURN LEFT AND GO
 LB2324'WEST FOR 2.25 MILES TO CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.8
 LB2324'MILE TO THE AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED.  CONTINUE
 LB2324'NORTH ON OILED ROAD FOR 0.25 MILE TO THE STATION IN THE
 LB2324'NORTHWEST ANGLE OF CROSSROAD AS DESCRIBED.
 LB2324'
 LB2324'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1049 ***********************************************************************
 NH1049  DESIGNATION -  LILY
 NH1049  PID         -  NH1049
 NH1049  STATE/COUNTY-  IL/MCHENRY
 NH1049  USGS QUAD   -  WAUCONDA (1993)
 NH1049
 NH1049                         *CURRENT SURVEY CONTROL
 NH1049  ___________________________________________________________________
 NH1049* NAD 83(1997)-  42 20 09.54790(N)    088 13 30.55948(W)     ADJUSTED  
 NH1049* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 NH1049  ___________________________________________________________________
 NH1049  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 NH1049  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NH1049
 NH1049  HORZ ORDER  -  THIRD
 NH1049
 NH1049.The horizontal coordinates were established by classical geodetic methods
 NH1049.and adjusted by the National Geodetic Survey in October 1999..
 NH1049
 NH1049.The orthometric height was scaled from a topographic map.
 NH1049
 NH1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1049
 NH1049.The geoid height was determined by GEOID03.
 NH1049
 NH1049;                    North         East     Units Scale Factor Converg.
 NH1049;SPC IL E     -   629,427.457   308,915.099   MT  0.99997598   +0 04 22.3
 NH1049;SPC IL E     - 2,065,046.58  1,013,498.95   sFT  0.99997598   +0 04 22.3
 NH1049;UTM  16      - 4,687,808.209   399,070.312   MT  0.99972534   -0 49 30.7
 NH1049
 NH1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1049!SPC IL E     -   0.99996772  x   0.99997598  =   0.99994370
 NH1049!UTM  16      -   0.99996772  x   0.99972534  =   0.99969307
 NH1049
 NH1049|---------------------------------------------------------------------|
 NH1049| PID    Reference Object                     Distance      Geod. Az  |
 NH1049|                                                           dddmmss.s |
 NH1049| CI9173 LILY RM 1                             7.285 METERS 09706     |
 NH1049| NH1087 CRYSTAL LAKE NE MUNICIPAL TANK      APPROX.12.6 KM 2161900.4 |
 NH1049| CI9174 LILY RM 2                             8.906 METERS 27904     |
 NH1049| NH1125 MC HENRY MUNICIPAL STANDPIPE        APPROX. 3.8 KM 2832314.0 |
 NH1049| CI9171 LILY AZ MK                                         2983613.1 |
 NH1049| CI9172 LILY AZ MK 3                                       2984246.4 |
 NH1049|---------------------------------------------------------------------|
 NH1049
 NH1049                          SUPERSEDED SURVEY CONTROL
 NH1049
 NH1049  NAD 83(1997)-  42 20 09.54787(N)    088 13 30.56028(W) AD(       ) 3
 NH1049  NAD 83(1997)-  42 20 09.54732(N)    088 13 30.57016(W) AD(       ) 3
 NH1049  NAD 83(1986)-  42 20 09.54587(N)    088 13 30.57119(W) AD(       ) 3
 NH1049  NAD 27      -  42 20 09.47510(N)    088 13 30.26460(W) AD(       ) 3
 NH1049
 NH1049.Superseded values are not recommended for survey control.
 NH1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1049.See file dsdata.txt to determine how the superseded data were derived.
 NH1049
 NH1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM9907087808(NAD 83)
 NH1049_MARKER: DS = TRIANGULATION STATION DISK
 NH1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1049
 NH1049  HISTORY     - Date     Condition        Report By
 NH1049  HISTORY     - 1954     MONUMENTED       CGS
 NH1049  HISTORY     - 1957     GOOD             CGS
 NH1049  HISTORY     - 1966     GOOD             CGS
 NH1049  HISTORY     - 1975     GOOD             LOCSUR
 NH1049  HISTORY     - 1975     GOOD             ALSTER
 NH1049  HISTORY     - 1976     GOOD             NGS
 NH1049  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH1049  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 NH1049
 NH1049                          STATION DESCRIPTION
 NH1049
 NH1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1049'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF MC HENRY AND
 NH1049'3 MILES NORTHWEST OF VOLO NEAR A GOLF DRIVING RANGE AND IS
 NH1049'ON HIGHWAY RIGHT-OF-WAY.  IT IS 31 FEET SOUTH OF THE CENTER
 NH1049'OF STATE HIGHWAY 120 AND 11 FEET SOUTHEAST OF A WHITE WITNESS
 NH1049'POST AND POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK
 NH1049'IS STAMPED LILY 1954.
 NH1049'
 NH1049'REFERENCE MARK NO. 1 IS 35 FEET SOUTHEAST OF THE POWER LINE
 NH1049'POLE AND WITNESS POST, AND 30 FEET SOUTH OF THE CENTER OF
 NH1049'THE HIGHWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED LILY
 NH1049'NO 1 1954.
 NH1049'
 NH1049'REFERENCE MARK NO. 2 IS 59 FEET SOUTHEAST OF TELEPHONE POLE
 NH1049'2313, 33 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 17
 NH1049'FEET WEST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE
 NH1049'DISK IS STAMPED LILY 1954.
 NH1049'
 NH1049'AZIMUTH MARK IS 27 FEET SOUTHWEST OF THE CENTER OF STATE
 NH1049'HIGHWAY 120, 2 FEET SOUTHEAST OF A WHITE WITNESS POST AND
 NH1049'TELEPHONE POLE 58 AND ACROSS THE HIGHWAY FROM THE HOME OF
 NH1049'CHARLES WEINGART.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1049'LILY 1954.
 NH1049'
 NH1049'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NH1049'12 AND STATE HIGHWAY 120, IN THE EAST EDGE OF VOLO, GO WEST
 NH1049'ON HIGHWAY 120 FOR 3.35 MILES TO WHERE HIGHWAY CURVES NORTHWEST
 NH1049'AND A GOLF DRIVING RANGE ON THE LEFT, STATION IS NEAR TANGENT
 NH1049'OF THE CURVE.
 NH1049'
 NH1049'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 NH1049'ON HIGHWAY 120 FOR 0.35 MILE TO THE MARK ON THE LEFT, SOUTH
 NH1049'SIDE OF ROAD AS DESCRIBED.
 NH1049'
 NH1049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1049
 NH1049                          STATION RECOVERY (1957)
 NH1049
 NH1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NH1049'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NH1049'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 NH1049'DIRECTION TO REFERENCE MARK 1 CHECKED BUT A DIFFERENCE OF
 NH1049'8 MILLIMETERS WAS FOUND IN THE DISTANCE.  THE DISTANCE AND
 NH1049'DIRECTION TO REFERENCE MARK 2 CHECKED.  A NEW AZIMUTH MARK WAS
 NH1049'ESTABLISHED AT THIS TIME AND THE OLD AZIMUTH MARK WAS DESTROYED
 NH1049'AS REQUESTED BY MR. JOHN H. GREEN OF THE KENT CORPORATION.
 NH1049'
 NH1049'A COMPLETE NEW DESCRIPTION FOLLOWS--
 NH1049'
 NH1049'THE STATION IS ABOUT 3 MILES SOUTHEAST OF MC HENRY, 3 MILES
 NH1049'NORTHWEST OF VOLO, NEAR A GOLF DRIVING RANGE, ON THE ROAD
 NH1049'RIGHT-OF-WAY.  IT IS 31 FEET SOUTH OF THE CENTERLINE OF STATE
 NH1049'HIGHWAY 120 AND 11 FEET SOUTHEAST OF A WHITE WITNESS POST AND
 NH1049'POWER LINE POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 NH1049'STAMPED LILY 1954.
 NH1049'
 NH1049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12
 NH1049'AND STATE HIGHWAY 120 IN THE EAST EDGE OF VOLO, GO WEST ON
 NH1049'HIGHWAY 120 FOR 3.35 MILES TO WHERE THE HIGHWAY CURVES TO THE
 NH1049'RIGHT WITH A GOLF DRIVING RANGE ON THE LEFT AND THE STATION ON
 NH1049'THE LEFT.
 NH1049'
 NH1049'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 NH1049'120 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 NH1049'
 NH1049'REFERENCE MARK 1 IS 35 FEET SOUTHEAST OF A POWER LINE POLE AND
 NH1049'WHITE WITNESS POST AND 30 FEET SOUTH OF THE CENTERLINE OF
 NH1049'THE HIGHWAY.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1049'LILY NO 1 1954.
 NH1049'
 NH1049'REFERENCE MARK 2 IS 59 FEET SOUTHEAST OF TELEPHONE POLE NO. 2313,
 NH1049'33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 17 FEET
 NH1049'WEST OF A POWER LINE POLE.  THE MONUMENT IS FLUSH AND THE
 NH1049'DISK IS STAMPED LILY NO 2 1954.
 NH1049'
 NH1049'THE AZIMUTH MARK IS 3 FEET WEST OF A POWER LINE POLE, 30
 NH1049'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 120 AND 1 FOOT NORTH OF A
 NH1049'WIRE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NH1049'LILY 1954 RESET 1957.
 NH1049'
 NH1049'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1049
 NH1049                          STATION RECOVERY (1966)
 NH1049
 NH1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NH1049'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND AS
 NH1049'DESCRIBED AND IN GOOD CONDITION AT THIS TIME.  THERE HAS BEEN
 NH1049'SOME CONSTRUCTION IN THE VICINITY OF THE RESET AZIMUTH MARK
 NH1049'AND IS THOUGHT TO HAVE BEEN DESTROYED.  A NEW AZIMUTH MARK
 NH1049'WAS ESTABLISHED AT THIS TIME.  THE DISTANCE AND DIRECTIONS TO
 NH1049'THE REFERENCE MARKS CHECKED.  THE PREVIOUS RECOVERY NOTE IS
 NH1049'GOOD WITH THE BELOW CHANGES.
 NH1049'
 NH1049'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK
 NH1049'AT THIS TIME.
 NH1049'
 NH1049'THE AZIMUTH MARK NO. 3 IS 28 FEET SOUTHWEST OF THE CENTERLINE
 NH1049'OF STATE HIGHWAY 120, 2 FEET SOUTHWEST OF A POWER POLE, 1
 NH1049'FOOT SOUTHWEST OF A METAL WITNESS POST AND AT THE EAST EDGE
 NH1049'OF THE MC HENRY IMPLEMENT SALES AND SERVICE LOT.  THE DISK
 NH1049'IS STAMPED LILY 1954 AZ 3 1966 AND THE MONUMENT PROJECTS
 NH1049'2 INCHES.
 NH1049'
 NH1049'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1049'
 NH1049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 NH1049'SOUTHEAST OF MC HENRY
 NH1049
 NH1049                          STATION RECOVERY (1975)
 NH1049
 NH1049'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (ARS)
 NH1049'LILY-ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 NH1049'
 NH1049'AZIMUTH MARK IS 28 FT SW OF HWY. 120 AND 80 FT NW OF AND HILL
 NH1049'ROAD - MC HENRY IMPLEMENT CO.  LOT MENTIONED IN DESCRIPTION
 NH1049'IS NOW A SCHOOL BUS LOT.
 NH1049'
 NH1049'HORIZONTAL DIST. FROM STA. TO AZ MK = 1932.56 FT (BY LASER
 NH1049'RANGER)
 NH1049
 NH1049                          STATION RECOVERY (1975)
 NH1049
 NH1049'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1975 (LC)
 NH1049'LILY 1954-GOOD
 NH1049'
 NH1049'LILY NO 1 1954-GOOD
 NH1049'
 NH1049'LILY NO 2 1954-GOOD
 NH1049'
 NH1049'AZ MK NOT FOUND--AREA PAVED
 NH1049'
 NH1049'STATION IS 12.7 FT E. OF A POWER POLE WITH A WITNESS SIGN ON
 NH1049'N. FACE, 10.5 FT N. OF A FENCE LINE, 32.5 FT S. OF CENTERLINE
 NH1049'OF ILL 120, 25.7 FT WNW OF W. END OF A WOOD FENCE (SOLID
 NH1049'WOOD)
 NH1049
 NH1049                          STATION RECOVERY (1976)
 NH1049
 NH1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NH1049'STATION MARK REFERENCE MARKS 1, 2 AND THE 1966 AZIMUTH MARK WERE
 NH1049'FOUND IN GOOD CONDITION.  THE 1966 RECOVERY IS GOOD WITH THE BELOW
 NH1049'CHANGES.
 NH1049'
 NH1049'THE AZIMUTH MARK 3 1966 IS 80 FEET WEST OF THE CENTERLINE OF HILL
 NH1049'ROAD, 29 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 120, 2
 NH1049'FEET SOUTHEAST OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS
 NH1049'POST AND AT THE NORTHEAST EDGE OF A USED AUTO AND BUS LOT.
 NH1049'
 NH1049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 NH1049'OF MCHENRY.
 NH1049'
 NH1049'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NH1049
 NH1049                          STATION RECOVERY (1987)
 NH1049
 NH1049'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH1049'MARK NOT FOUND.
 NH1049
 NH1049                          STATION RECOVERY (1995)
 NH1049
 NH1049'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0833 ***********************************************************************
 LD0833  DESIGNATION -  LIMA LAKE
 LD0833  PID         -  LD0833
 LD0833  STATE/COUNTY-  IL/ADAMS
 LD0833  USGS QUAD   -  LIMA (1981)
 LD0833
 LD0833                         *CURRENT SURVEY CONTROL
 LD0833  ___________________________________________________________________
 LD0833* NAD 83(1997)-  40 10 12.92922(N)    091 24 48.20821(W)     ADJUSTED  
 LD0833* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 LD0833  ___________________________________________________________________
 LD0833  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 LD0833  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LD0833
 LD0833  HORZ ORDER  -  SECOND
 LD0833
 LD0833.The horizontal coordinates were established by classical geodetic methods
 LD0833.and adjusted by the National Geodetic Survey in October 1999..
 LD0833
 LD0833.The orthometric height was scaled from a topographic map.
 LD0833
 LD0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0833
 LD0833.The geoid height was determined by GEOID03.
 LD0833
 LD0833;                    North         East     Units Scale Factor Converg.
 LD0833;SPC IL W     -   389,636.847   593,807.092   MT  1.00007995   -0 48 15.4
 LD0833;SPC IL W     - 1,278,333.56  1,948,182.10   sFT  1.00007995   -0 48 15.4
 LD0833;SPC MO E     -   481,752.041   172,200.694   MT  1.00000782   -0 35 21.2
 LD0833;UTM  15      - 4,447,861.265   635,098.426   MT  0.99982468   +1 01 25.0
 LD0833
 LD0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0833!SPC IL W     -   0.99997739  x   1.00007995  =   1.00005734
 LD0833!SPC MO E     -   0.99997739  x   1.00000782  =   0.99998521
 LD0833!UTM  15      -   0.99997739  x   0.99982468  =   0.99980208
 LD0833
 LD0833:                Primary Azimuth Mark                     Grid Az
 LD0833:SPC IL W     -  LA GRANGE MUNICIPAL TANK                 210 37 31.9
 LD0833:SPC MO E     -  LA GRANGE MUNICIPAL TANK                 210 24 37.7
 LD0833:UTM  15      -  LA GRANGE MUNICIPAL TANK                 208 47 51.5
 LD0833
 LD0833|---------------------------------------------------------------------|
 LD0833| PID    Reference Object                     Distance      Geod. Az  |
 LD0833|                                                           dddmmss.s |
 LD0833| LD0848 LA GRANGE MUNICIPAL TANK            APPROX.16.0 KM 2094916.5 |
 LD0833| CL9756 LIMA LAKE RM 1                                     26202     |
 LD0833|---------------------------------------------------------------------|
 LD0833
 LD0833                          SUPERSEDED SURVEY CONTROL
 LD0833
 LD0833  NAD 83(1997)-  40 10 12.92921(N)    091 24 48.20796(W) AD(       ) 2
 LD0833  NAD 83(1986)-  40 10 12.93914(N)    091 24 48.20887(W) AD(       ) 2
 LD0833  NAD 27      -  40 10 12.77500(N)    091 24 47.66300(W) AD(       ) 2
 LD0833
 LD0833.Superseded values are not recommended for survey control.
 LD0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0833.See file dsdata.txt to determine how the superseded data were derived.
 LD0833
 LD0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE3509847861(NAD 83)
 LD0833_MARKER: V = STONE MONUMENT
 LD0833_SETTING: 0 = UNSPECIFIED SETTING
 LD0833
 LD0833  HISTORY     - Date     Condition        Report By
 LD0833  HISTORY     - 1931     MONUMENTED       MRC
 LD0833  HISTORY     - 1960     GOOD             ILHD
 LD0833
 LD0833                          STATION DESCRIPTION
 LD0833
 LD0833'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1931 (HWH)
 LD0833'ABOUT 16 MILES NORTH OF QUINCY, 2 MILES WEST OF LIMA, ABOUT
 LD0833'4-1/4 MILES FROM RIVER BANK, ABOUT 4,700 METERS (15,420 FEET)
 LD0833'NORTH OF POINT WHERE HUNT AND LIMA LAKE LEVEE BEGINS NEAR
 LD0833'FOOT OF BLUFF, ON LAND OWNED BY PERRY SPENCER, A LITTLE SOUTH
 LD0833'OF HIGHEST POINT ON NARROW NORTH-AND-SOUTH RIDGE, ALMOST ON
 LD0833'LINE WITH ROAD RUNNING WEST TO CLUBHOUSE AND ALSO WITH SLOUGH
 LD0833'ACROSS BOTTOM, 87 METERS (285 FEET) EAST OF ROAD AT FOOT OF
 LD0833'BLUFF, 30 METERS (98 FEET) NORTH OF EAST-AND-WEST WIRE FENCE
 LD0833'OVER RIDGE, 5.4 METERS (18 FEET) NORTH OF 24-INCH MAPLE TREE
 LD0833'WITH OLD BLAZE, AND 7.4 METERS (24 FEET) SOUTHWEST OF
 LD0833'16-INCH OAK TREE WITH OLD BLAZE.  TO REACH FROM SOUTH END OF
 LD0833'LIMA, GO WEST 2.0 MILES ON GRAVEL ROAD, TURN LEFT (SOUTH)
 LD0833'ONTO DIRT ROAD ACROSS IRON BRIDGE, PROCEED SOUTH 0.4 MILE TO
 LD0833'FENCE CORNER IN BRUSH AT FOOT OF BLUFF ON LEFT (60 YARDS NORTH
 LD0833'OF CONCRETE BRIDGE), GO EAST 100 YARDS ALONG NORTH SIDE OF
 LD0833'EAST-AND-WEST WIRE FENCE TO TOP OF FIRST RIDGE, AND
 LD0833'CONTINUE TO LEFT ALONG RIDGE 30 YARDS TO STATION SITE.
 LD0833'MARKED BY 6-INCH SQUARE STONE POST FLUSH WITH SURFACE OF
 LD0833'GROUND, WITH U S AND CENTER HOLE IN TOP.  REFERENCE MARK
 LD0833'(NOT DESCRIBED) IS IN NORTH-AND-SOUTH FENCE LINE, 6.5 METERS
 LD0833'(21 FEET) EAST OF CENTER LINE OF DIRT ROAD, ABOUT 90 METERS
 LD0833'(295 FEET) NORTH OF CONCRETE BRIDGE, ABOUT 20 METERS (66
 LD0833'FEET) NORTH OF CORNER OF WIRE FENCE, AND 80.6 METERS (264
 LD0833'FEET) FROM STATION S 82 DEG 02 MIN W.  BEARING FROM
 LD0833'STATION TO STANDPIPE AT LA GRANGE, MO., IS S 29 DEG 49 MIN W.
 LD0833
 LD0833                          STATION RECOVERY (1960)
 LD0833
 LD0833'RECOVERY NOTE BY IL HIGHWAY DEPT 1960
 LD0833'STATION FOUND GOOD CONDITION.  ROAD AT FOOT OF BLUFF NO LONGER
 LD0833'USEABLE.  MUST ENTER BY (CAR) MEANS OF DRIVE W ALONG SECTION
 LD0833'LINE (11 AND 14) OFF FIRST GRAVEL ROAD (T-SOUTH) W OF LIMA.
 LD0833'(ASK THE FARMER.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1393 ***********************************************************************
 NH1393  DESIGNATION -  LIMIT
 NH1393  PID         -  NH1393
 NH1393  STATE/COUNTY-  IL/WINNEBAGO
 NH1393  USGS QUAD   -  SOUTH BELOIT (1993)
 NH1393
 NH1393                         *CURRENT SURVEY CONTROL
 NH1393  ___________________________________________________________________
 NH1393* NAD 83(1997)-  42 28 38.66733(N)    089 03 20.91226(W)     ADJUSTED  
 NH1393* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 NH1393  ___________________________________________________________________
 NH1393  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 NH1393  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NH1393
 NH1393  HORZ ORDER  -  SECOND
 NH1393
 NH1393.The horizontal coordinates were established by classical geodetic methods
 NH1393.and adjusted by the National Geodetic Survey in October 1999..
 NH1393
 NH1393.The orthometric height was scaled from a topographic map.
 NH1393
 NH1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1393
 NH1393.The geoid height was determined by GEOID03.
 NH1393
 NH1393;                    North         East     Units Scale Factor Converg.
 NH1393;SPC IL W     -   645,706.889   791,339.412   MT  1.00004379   +0 45 00.8
 NH1393;SPC IL W     - 2,118,456.68  2,596,252.72   sFT  1.00004379   +0 45 00.8
 NH1393;SPC IL E     -   645,383.665   240,593.186   MT  1.00001840   -0 29 16.4
 NH1393;SPC IL E     - 2,117,396.24    789,346.14   sFT  1.00001840   -0 29 16.4
 NH1393;SPC WI S     -    53,476.401   677,642.614   MT  1.00006142   +0 38 55.5
 NH1393;SPC WI S     -   175,447.16  2,223,232.48   sFT  1.00006142   +0 38 55.5
 NH1393;UTM  16      - 4,704,832.148   331,018.077   MT  0.99995134   -1 23 19.0
 NH1393
 NH1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1393!SPC IL W     -   0.99996843  x   1.00004379  =   1.00001222
 NH1393!SPC IL E     -   0.99996843  x   1.00001840  =   0.99998683
 NH1393!SPC WI S     -   0.99996843  x   1.00006142  =   1.00002985
 NH1393!UTM  16      -   0.99996843  x   0.99995134  =   0.99991977
 NH1393
 NH1393:                Primary Azimuth Mark                     Grid Az
 NH1393:SPC IL W     -  BELOIT FIRST CONG CH SPIRE               039 51 00.9
 NH1393:SPC IL E     -  BELOIT FIRST CONG CH SPIRE               041 05 18.1
 NH1393:SPC WI S     -  BELOIT FIRST CONG CH SPIRE               039 57 06.2
 NH1393:UTM  16      -  BELOIT FIRST CONG CH SPIRE               041 59 20.7
 NH1393
 NH1393|---------------------------------------------------------------------|
 NH1393| PID    Reference Object                     Distance      Geod. Az  |
 NH1393|                                                           dddmmss.s |
 NH1393| NH1353 BELOIT FIRST CONG CH SPIRE          APPROX. 3.5 KM 0403601.7 |
 NH1393| CI9177 LIMIT RM                             21.820 METERS 21414     |
 NH1393| NH0523 SHAW RESET                          APPROX. 0.6 KM 2251057.8 |
 NH1393|---------------------------------------------------------------------|
 NH1393
 NH1393                          SUPERSEDED SURVEY CONTROL
 NH1393
 NH1393  NAD 83(1997)-  42 28 38.66731(N)    089 03 20.91222(W) AD(       ) 2
 NH1393  NAD 83(1997)-  42 28 38.66464(N)    089 03 20.91213(W) AD(       ) 2
 NH1393  NAD 83(1986)-  42 28 38.66362(N)    089 03 20.91668(W) AD(       ) 2
 NH1393  NAD 27      -  42 28 38.61100(N)    089 03 20.52200(W) AD(       ) 2
 NH1393
 NH1393.Superseded values are not recommended for survey control.
 NH1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1393.See file dsdata.txt to determine how the superseded data were derived.
 NH1393
 NH1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCN3101804832(NAD 83)
 NH1393_MARKER: N = NAIL
 NH1393_SETTING: 0 = UNSPECIFIED SETTING
 NH1393
 NH1393  HISTORY     - Date     Condition        Report By
 NH1393  HISTORY     - 1920     MONUMENTED       CGS
 NH1393  HISTORY     - 19970530 MARK NOT FOUND   USPSQD
 NH1393
 NH1393                          STATION DESCRIPTION
 NH1393
 NH1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 NH1393'STATION IS ABOUT 1-3/4 MILES S OF BELOIT, WIS., ON THE E
 NH1393'SIDE OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY TRACK,
 NH1393'1/4 MILE N OF THE SIGNPOST MARKED STATION 1 MILE, 30 YARDS
 NH1393'NE OF THE SIGNPOST MARKED YARD LIMIT, ON THE EDGE OF THE
 NH1393'BANK OF A RAILROAD CUT, AND 19.33 METERS (63.42 FEET) E OF THE
 NH1393'E AND NEAREST RAIL.  THE STATION AND REFERENCE MARKS ARE
 NH1393'PINE STAKES 2 BY 4 INCHES IN SIZE.  THE STATION MARK HAS
 NH1393'A NAIL WITH A CROSS ON IT, AND THE REFERENCE MARK HAS A
 NH1393'CROSS SAWED IN THE TOP.  THE REFERENCE MARK IS ON THE SAME
 NH1393'SIDE OF THE TRACK, NEAR THE FENCE LINE 21.82 METERS (71.59
 NH1393'FEET) FROM THE STATION, S 34 DEG 14 MIN W.
 NH1393
 NH1393                          STATION RECOVERY (1997)
 NH1393
 NH1393'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1552 ***********************************************************************
 NH1552  DESIGNATION -  LINCOLN
 NH1552  PID         -  NH1552
 NH1552  STATE/COUNTY-  IL/OGLE
 NH1552  USGS QUAD   -  FORRESTON SOUTH (1983)
 NH1552
 NH1552                         *CURRENT SURVEY CONTROL
 NH1552  ___________________________________________________________________
 NH1552* NAD 83(1997)-  42 05 02.15601(N)    089 34 52.78335(W)     ADJUSTED  
 NH1552* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 NH1552  ___________________________________________________________________
 NH1552  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 NH1552  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 NH1552
 NH1552  HORZ ORDER  -  THIRD
 NH1552
 NH1552.The horizontal coordinates were established by classical geodetic methods
 NH1552.and adjusted by the National Geodetic Survey in October 1999..
 NH1552
 NH1552.The orthometric height was scaled from a topographic map.
 NH1552
 NH1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1552
 NH1552.The geoid height was determined by GEOID03.
 NH1552
 NH1552;                    North         East     Units Scale Factor Converg.
 NH1552;SPC IL W     -   601,570.530   748,429.153   MT  0.99997003   +0 23 32.3
 NH1552;SPC IL W     - 1,973,652.65  2,455,471.31   sFT  0.99997003   +0 23 32.3
 NH1552;UTM  16      - 4,662,319.765   286,494.189   MT  1.00016094   -1 43 50.5
 NH1552
 NH1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1552!SPC IL W     -   0.99995969  x   0.99997003  =   0.99992972
 NH1552!UTM  16      -   0.99995969  x   1.00016094  =   1.00012062
 NH1552
 NH1552:                Primary Azimuth Mark                     Grid Az
 NH1552:SPC IL W     -  LINCOLN AZ MK                            082 35 03.7
 NH1552:UTM  16      -  LINCOLN AZ MK                            084 42 26.5
 NH1552
 NH1552|---------------------------------------------------------------------|
 NH1552| PID    Reference Object                     Distance      Geod. Az  |
 NH1552|                                                           dddmmss.s |
 NH1552| CI9178 LINCOLN AZ MK                                      0825836.0 |
 NH1552| CI9179 LINCOLN AZ MK 2                                    0825904.3 |
 NH1552| CI9180 LINCOLN RM 1                          8.571 METERS 09145     |
 NH1552| NH1509 MT MORRIS MUNICIPAL TANK            APPROX.13.0 KM 1081049.6 |
 NH1552| MF1715 POLO MUNICIPAL TANK                 APPROX.10.3 KM 1783112.7 |
 NH1552| CI9181 LINCOLN RM 2                         17.478 METERS 35010     |
 NH1552|---------------------------------------------------------------------|
 NH1552
 NH1552                          SUPERSEDED SURVEY CONTROL
 NH1552
 NH1552  NAD 83(1997)-  42 05 02.15602(N)    089 34 52.78336(W) AD(       ) 3
 NH1552  NAD 83(1986)-  42 05 02.15850(N)    089 34 52.78692(W) AD(       ) 3
 NH1552  NAD 27      -  42 05 02.05720(N)    089 34 52.37760(W) AD(       ) 3
 NH1552
 NH1552.Superseded values are not recommended for survey control.
 NH1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1552.See file dsdata.txt to determine how the superseded data were derived.
 NH1552
 NH1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8649462320(NAD 83)
 NH1552_MARKER: DS = TRIANGULATION STATION DISK
 NH1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1552
 NH1552  HISTORY     - Date     Condition        Report By
 NH1552  HISTORY     - 1954     MONUMENTED       CGS
 NH1552  HISTORY     - 1970     GOOD             ALSTER
 NH1552  HISTORY     - 1970     GOOD             NGS
 NH1552  HISTORY     - 19960503 GOOD             USPSQD
 NH1552  HISTORY     - 20010806 GOOD             USPSQD
 NH1552
 NH1552                          STATION DESCRIPTION
 NH1552
 NH1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1552'STATION IS LOCATED ABOUT 7 MILES NORTH OF POLO AND 3 MILES SOUTH
 NH1552'OF FORRESTON ON STATE HIGHWAY RIGHT-OF-WAY.  IT IS 28 FEET SOUTH
 NH1552'OF THE CENTER OF STATE HIGHWAY 26, 3 FEET NORTHEAST OF A WHITE
 NH1552'WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE MARK IS FLUSH
 NH1552'AND THE DISK IS STAMPED LINCOLN 1954.
 NH1552'
 NH1552'REFERENCE MARK NO. 1 IS 29 FEET SOUTH OF THE CENTER OF THE
 NH1552'HIGHWAY, 13 FEET WEST OF A 12 INCH WILD CHERRY TREE AND 1 FOOT
 NH1552'NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1552'LINCOLN NO 1 1954.
 NH1552'
 NH1552'REFERENCE MARK NO. 2 IS 27 FEET NORTH OF THE CENTER OF THE
 NH1552'HIGHWAY, 16 FEET WEST OF A 36 INCH MAPLE TREE AND 1 FOOT SOUTH
 NH1552'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LINCOLN
 NH1552'NO 2 1954.
 NH1552'
 NH1552'AZIMUTH MARK IS 67 FEET NORTHWEST OF A GRAVEL T ROAD INTERSECTION,
 NH1552'26 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 4 FEET NORTHEAST
 NH1552'OF A WHITE WITNESS POST AND 2 FEET WEST OF A TELEPHONE POLE.
 NH1552'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LINCOLN
 NH1552'1954.
 NH1552'
 NH1552'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72
 NH1552'AND 26 IN FORRESTON, GO SOUTH ON HIGHWAY 26 FOR 2.6 MILES TO
 NH1552'WHERE HIGHWAY GOES WEST AND GRAVEL ROAD CONTINUES SOUTH (*),
 NH1552'TURN RIGHT AND GO WEST ON HIGHWAY 26 FOR 0.2 MILE TO THE STATION
 NH1552'ON THE LEFT, SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 NH1552'
 NH1552'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) GO SOUTH ON GRAVEL
 NH1552'ROAD FOR ABOUT 150 FEET TO THE AZIMUTH MARK ON THE RIGHT, WEST
 NH1552'SIDE OF ROAD AS DESCRIBED.
 NH1552'
 NH1552'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 NH1552
 NH1552                          STATION RECOVERY (1970)
 NH1552
 NH1552'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1970 (LOC)
 NH1552'LINCOLN 1954-GOOD
 NH1552'
 NH1552'LINCOLN NO 1 1954-GOOD
 NH1552'
 NH1552'LINCOLN NO 2 1954-GOOD
 NH1552'
 NH1552'LINCOLN 1954 AZ-LEANING TO THE SOUTH, 1.5 FT ABOVE GROUND
 NH1552'
 NH1552'LINCOLN 1954 IS 3 FT NORTH OF A FENCE (NOT 2 FT)
 NH1552'
 NH1552'LINCOLN NO 1 IS 18.3 FT WEST OF A TELEPHONE POLE (12 IN CHERRY
 NH1552'TREE GONE)
 NH1552'
 NH1552'LINCOLN NO 2 IS 1 FT WEST OF A T-FENCE NORTH
 NH1552
 NH1552                          STATION RECOVERY (1970)
 NH1552
 NH1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 NH1552'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NH1552'THE AZIMUTH MARK WAS FOUND UPROOTED AND A NEW MARK WAS SET.
 NH1552'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED AS
 NH1552'DID THE DIRECTION TO THE TANK.  A NEW DESCRIPTION FOLLOWS--
 NH1552'
 NH1552'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF POLO, ABOUT 3
 NH1552'MILES SOUTH OF FORRESTON, ON ROAD RIGHT-OF-WAY, 59 FEET SOUTH
 NH1552'OF A 40 INCH MAPLE TREE, 58 FEET SOUTH OF A FENCE CORNER, 29
 NH1552'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 26, 46 FEET WEST
 NH1552'OF A TELEPHONE POLE, 3 FEET NORTH OF A FENCE AND 1 FOOT EAST
 NH1552'OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 NH1552'IS STAMPED LINCOLN 1954.
 NH1552'
 NH1552'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS, 26 AND
 NH1552'72 IN FORRESTON, GO SOUTH ON HIGHWAY 26 FOR 2.6 MILES TO A
 NH1552'GRAVELED ROAD AHEAD AND THE ROAD CURVES TO THE WEST.* CONTINUE
 NH1552'WEST ON THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE LEFT.
 NH1552'
 NH1552'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE
 NH1552'GRAVELED ROAD FOR ABOUT 150 FEET TO THE AZIMUTH MARK ON THE
 NH1552'RIGHT.
 NH1552'
 NH1552'REFERENCE MARK 1 IS 18 FEET WEST OF A POWER POLE, 30 FEET SOUTH
 NH1552'OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF THE FENCE.
 NH1552'THE MONUMENT IS 1 INCH UNDERGROUND AND THE DISK IS STAMPED
 NH1552'LINCOLN NO 1 1954.
 NH1552'
 NH1552'REFERENCE MARK 2 IS 27 FEET NORTH OF THE CENTERLINE OF THE
 NH1552'HIGHWAY, 13 FEET WEST OF THE 40 INCH MAPLE TREE, 31 FEET
 NH1552'EAST OF A 40 INCH MAPLE TREE, 1 FOOT SOUTH OF A FENCE AND 1 FOOT
 NH1552'SOUTHWEST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK
 NH1552'IS STAMPED LINCOLN NO 2 1954.
 NH1552'
 NH1552'THE AZIMUTH MARK IS 67 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 NH1552'GRAVELED ROAD, 41 FEET NORTH OF A 5 FOOT TALL CONCRETE POST,
 NH1552'22 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH GRAVELED ROAD,
 NH1552'1 FOOT EAST OF A METAL WITNESS POST AND 145 FEET SOUTHEAST OF THE
 NH1552'CENTERLINE OF HIGHWAY 26.  THE MONUMENT PROJECTS 4 INCHES AND
 NH1552'THE DISK IS STAMPED LINCOLN 1954 1970.
 NH1552'
 NH1552'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NH1552
 NH1552                          STATION RECOVERY (1996)
 NH1552
 NH1552'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH1552'RECOVERED IN GOOD CONDITION.
 NH1552
 NH1552                          STATION RECOVERY (2001)
 NH1552
 NH1552'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH1552'RM  2 AND THE AZIMUTH FOUND IN GOOD CONDITION. RM 1 DISC WAS MISSIND,
 NH1552'PIN INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1917 ***********************************************************************
 LC1917  DESIGNATION -  LINCOLN COUNTY COURTHOUSE DOME
 LC1917  PID         -  LC1917
 LC1917  STATE/COUNTY-  IL/LOGAN
 LC1917  USGS QUAD   -  LINCOLN EAST (1980)
 LC1917
 LC1917                         *CURRENT SURVEY CONTROL
 LC1917  ___________________________________________________________________
 LC1917* NAD 83(1997)-  40 08 45.65248(N)    089 21 44.90586(W)     ADJUSTED  
 LC1917* NAVD 88     -                                                        
 LC1917  ___________________________________________________________________
 LC1917  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 LC1917  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1917
 LC1917  HORZ ORDER  -  THIRD
 LC1917
 LC1917.The horizontal coordinates were established by classical geodetic methods
 LC1917.and adjusted by the National Geodetic Survey in October 1999..
 LC1917
 LC1917
 LC1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1917
 LC1917.The geoid height was determined by GEOID03.
 LC1917
 LC1917;                    North         East     Units Scale Factor Converg.
 LC1917;SPC IL W     -   386,509.782   768,522.985   MT  0.99999896   +0 31 06.6
 LC1917;SPC IL W     - 1,268,074.18  2,521,395.83   sFT  0.99999896   +0 31 06.6
 LC1917;UTM  16      - 4,446,639.362   298,760.395   MT  1.00009856   -1 31 25.3
 LC1917
 LC1917                          SUPERSEDED SURVEY CONTROL
 LC1917
 LC1917  NAD 83(1986)-  40 08 45.66445(N)    089 21 44.90125(W) AD(       ) 4
 LC1917  NAD 27      -  40 08 45.51100(N)    089 21 44.55000(W) AD(       ) 3
 LC1917
 LC1917.Superseded values are not recommended for survey control.
 LC1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1917.See file dsdata.txt to determine how the superseded data were derived.
 LC1917
 LC1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9876046639(NAD 83)
 LC1917_MARKER: 87 = DOME
 LC1917
 LC1917  HISTORY     - Date     Condition        Report By
 LC1917  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1917  HISTORY     - 1960     GOOD             CGS
 LC1917
 LC1917                          STATION DESCRIPTION
 LC1917
 LC1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1917'STATION IS LOCATED IN THE BUSINESS SECTION OF LINCOLN.
 LC1917'
 LC1917'THE STATION IS A CONCRETE BLOCK BUILDING, HAS A SILVER DOME
 LC1917'ON TOP OF BUILDING, HAS A FLAG POLE ON TOP OF DOME AND IS
 LC1917'APPROXIMATELY 125 FEET HIGH.
 LC1917'
 LC1917'POINT INTERSECTED WAS TOP AND CENTER OF DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8695 ***********************************************************************
 AJ8695  DESIGNATION -  LINCOLN DEPOT
 AJ8695  PID         -  AJ8695
 AJ8695  STATE/COUNTY-  IL/LOGAN
 AJ8695  USGS QUAD   -  LINCOLN WEST (1996)
 AJ8695
 AJ8695                         *CURRENT SURVEY CONTROL
 AJ8695  ___________________________________________________________________
 AJ8695* NAD 83(1997)-  40 09 03.14802(N)    089 23 00.89244(W)     ADJUSTED  
 AJ8695* NAVD 88     -       180.2    (meters)     591.     (feet)  GPS OBS   
 AJ8695  ___________________________________________________________________
 AJ8695  X           -      52,522.544 (meters)                     COMP
 AJ8695  Y           -  -4,881,752.717 (meters)                     COMP
 AJ8695  Z           -   4,090,899.737 (meters)                     COMP
 AJ8695  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AJ8695  ELLIP HEIGHT-         147.63  (meters)          (02/03/05) GPS OBS
 AJ8695  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 AJ8695
 AJ8695  HORZ ORDER  -  FIRST
 AJ8695  ELLP ORDER  -  FOURTH    CLASS II
 AJ8695
 AJ8695.The horizontal coordinates were established by GPS observations
 AJ8695.and adjusted by the IL DEPT OF TRANSP in March 2002..
 AJ8695
 AJ8695.The orthometric height was determined by GPS observations and a
 AJ8695.high-resolution geoid model.
 AJ8695
 AJ8695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8695
 AJ8695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8695
 AJ8695.The ellipsoidal height was determined by GPS observations
 AJ8695.and is referenced to NAD 83.
 AJ8695
 AJ8695.The geoid height was determined by GEOID03.
 AJ8695
 AJ8695;                    North         East     Units Scale Factor Converg.
 AJ8695;SPC IL W     -   387,033.323   766,719.710   MT  0.99999596   +0 30 17.8
 AJ8695;SPC IL W     - 1,269,791.83  2,515,479.58   sFT  0.99999596   +0 30 17.8
 AJ8695;UTM  16      - 4,447,226.898   296,976.735   MT  1.00010743   -1 32 14.9
 AJ8695
 AJ8695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8695!SPC IL W     -   0.99997684  x   0.99999596  =   0.99997280
 AJ8695!UTM  16      -   0.99997684  x   1.00010743  =   1.00008427
 AJ8695
 AJ8695                          SUPERSEDED SURVEY CONTROL
 AJ8695
 AJ8695  ELLIP H (03/29/02)  147.65   (m)                       GP(       ) 2 1
 AJ8695
 AJ8695.Superseded values are not recommended for survey control.
 AJ8695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8695.See file dsdata.txt to determine how the superseded data were derived.
 AJ8695
 AJ8695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9697747227(NAD 83)
 AJ8695_MARKER: DD = SURVEY DISK
 AJ8695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8695_STAMPING: LINCOLN DEPOT 1996
 AJ8695_MARK LOGO: ILDT  
 AJ8695_PROJECTION: FLUSH
 AJ8695_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8695+STABILITY: SURFACE MOTION
 AJ8695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8695+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2002
 AJ8695
 AJ8695  HISTORY     - Date     Condition        Report By
 AJ8695  HISTORY     - 1996     MONUMENTED       ILDT
 AJ8695  HISTORY     - 20020301 GOOD             NGS
 AJ8695
 AJ8695                          STATION DESCRIPTION
 AJ8695
 AJ8695'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JK)
 AJ8695'STATION LOCATED IN LINCOLN, TO REACH FROM THE JUNCTION OF IL 10
 AJ8695'(WOODLAWN STREET) AND
 AJ8695'BUISNESS LOOP 55 (OLD US 66) GO SOUTH ALONG 66 0.1 MILE (O.2 KM) TO A
 AJ8695'FRONTAGE ROAD. TURN
 AJ8695'LEFT THEN SOUTH ALONG FRONTAGE ROAD (NEXT TO FAIRGROUNDS) 0.2 MI (0.3
 AJ8695'KM) TP SHORT 11TH
 AJ8695'STREET, TURN LEFT (EAST)  0.1 MI (0.2 KM) TO OPPERATIONS UARD ON
 AJ8695'RIGHT. STATION IS LOCATED
 AJ8695'CENTER SOUTH SIDE OF YARD AND SOUTHEAST OF SALTDOME, 2.3 M (7.5 FT)
 AJ8695'NORTH OF SOUTH
 AJ8695'FENCELINE, 19.2 M (63.0 FT) EAST OF MAIN BRACE POAST, 46.9 M (153.9
 AJ8695'FT) SOUTHEAST OF A METAL
 AJ8695'POLE SHED. STATION STAMPED LINCOLN DEPOT 1996 AND FLUSH WITH GROUND
 AJ8695'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2594 ***********************************************************************
 ME2594  DESIGNATION -  LINCOLN FIELDS JOCKEY CLUB TK
 ME2594  PID         -  ME2594
 ME2594  STATE/COUNTY-  IL/WILL
 ME2594  USGS QUAD   -  STEGER (1990)
 ME2594
 ME2594                         *CURRENT SURVEY CONTROL
 ME2594  ___________________________________________________________________
 ME2594* NAD 83(1997)-  41 24 34.61289(N)    087 37 48.56903(W)     ADJUSTED  
 ME2594* NAVD 88     -                                                        
 ME2594  ___________________________________________________________________
 ME2594  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 ME2594  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME2594
 ME2594  HORZ ORDER  -  THIRD
 ME2594
 ME2594.The horizontal coordinates were established by classical geodetic methods
 ME2594.and adjusted by the National Geodetic Survey in October 1999..
 ME2594
 ME2594
 ME2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2594
 ME2594.The geoid height was determined by GEOID03.
 ME2594
 ME2594;                    North         East     Units Scale Factor Converg.
 ME2594;SPC IL E     -   526,770.231   358,792.720   MT  1.00001752   +0 27 54.4
 ME2594;SPC IL E     - 1,728,245.33  1,177,139.12   sFT  1.00001752   +0 27 54.4
 ME2594;UTM  16      - 4,584,421.377   447,332.065   MT  0.99963414   -0 25 00.6
 ME2594
 ME2594                          SUPERSEDED SURVEY CONTROL
 ME2594
 ME2594  NAD 83(1997)-  41 24 34.61288(N)    087 37 48.56908(W) AD(       ) 4
 ME2594  NAD 83(1986)-  41 24 34.61764(N)    087 37 48.57605(W) AD(       ) 4
 ME2594  NAD 27      -  41 24 34.49300(N)    087 37 48.44200(W) AD(       ) 3
 ME2594
 ME2594.Superseded values are not recommended for survey control.
 ME2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2594.See file dsdata.txt to determine how the superseded data were derived.
 ME2594
 ME2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL4733284421(NAD 83)
 ME2594_MARKER: 53 = ELEVATED TANK
 ME2594
 ME2594  HISTORY     - Date     Condition        Report By
 ME2594  HISTORY     - 1952     FIRST OBSERVED   CGS
 ME2594
 ME2594                          STATION DESCRIPTION
 ME2594
 ME2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LWS)
 ME2594'STATION IS LOCATED ABOUT 2 MILES SOUTH OF CRETE ACROSS STATE
 ME2594'HIGHWAY 1 FROM THE
 ME2594'LINCOLN FIELDS JOCKEY CLUB RACE TRACK.  IT IS A 4 LEGGED STEEL
 ME2594'STRUCTURE ABOUT 110 FEET HIGH WITH A
 ME2594'STEEL WATER TANK ATOP.  THE TANK IS PAINTED SILVER.
 ME2594'THE POINT OBSERVED ON WAS THE METAL BALL AT THE APEX OF
 ME2594'THE ROOF OF THE TANK.
 ME2594'
 ME2594'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND EXCHANGE
 ME2594'STREETS IN CRETE, GO SOUTH ON
 ME2594'MAIN STREET (STATE HIGHWAY 1) FOR 2.25 MILES TO THE STATION ON THE
 ME2594'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1915 ***********************************************************************
 LC1915  DESIGNATION -  LINCOLN GULLETT AND SONS STACK
 LC1915  PID         -  LC1915
 LC1915  STATE/COUNTY-  IL/LOGAN
 LC1915  USGS QUAD   -  LINCOLN EAST (1980)
 LC1915
 LC1915                         *CURRENT SURVEY CONTROL
 LC1915  ___________________________________________________________________
 LC1915* NAD 83(1997)-  40 08 46.98864(N)    089 21 02.82810(W)     ADJUSTED  
 LC1915* NAVD 88     -                                                        
 LC1915  ___________________________________________________________________
 LC1915  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 LC1915  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC1915
 LC1915  HORZ ORDER  -  THIRD
 LC1915
 LC1915.The horizontal coordinates were established by classical geodetic methods
 LC1915.and adjusted by the National Geodetic Survey in October 1999..
 LC1915
 LC1915
 LC1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1915
 LC1915.The geoid height was determined by GEOID03.
 LC1915
 LC1915;                    North         East     Units Scale Factor Converg.
 LC1915;SPC IL W     -   386,560.071   769,518.542   MT  1.00000065   +0 31 33.8
 LC1915;SPC IL W     - 1,268,239.17  2,524,662.08   sFT  1.00000065   +0 31 33.8
 LC1915;UTM  16      - 4,446,654.144   299,757.208   MT  1.00009363   -1 30 58.2
 LC1915
 LC1915                          SUPERSEDED SURVEY CONTROL
 LC1915
 LC1915  NAD 83(1986)-  40 08 47.00072(N)    089 21 02.82357(W) AD(       ) 4
 LC1915  NAD 27      -  40 08 46.84700(N)    089 21 02.47300(W) AD(       ) 3
 LC1915
 LC1915.Superseded values are not recommended for survey control.
 LC1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1915.See file dsdata.txt to determine how the superseded data were derived.
 LC1915
 LC1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9975746654(NAD 83)
 LC1915_MARKER: 63 = STACK
 LC1915
 LC1915  HISTORY     - Date     Condition        Report By
 LC1915  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1915
 LC1915                          STATION DESCRIPTION
 LC1915
 LC1915'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1924 ***********************************************************************
 LC1924  DESIGNATION -  LINCOLN MUNICIPAL STANDPIPE
 LC1924  PID         -  LC1924
 LC1924  STATE/COUNTY-  IL/LOGAN
 LC1924  USGS QUAD   -  LINCOLN WEST (1996)
 LC1924
 LC1924                         *CURRENT SURVEY CONTROL
 LC1924  ___________________________________________________________________
 LC1924* NAD 83(1997)-  40 08 53.64570(N)    089 22 34.98920(W)     ADJUSTED  
 LC1924* NAVD 88     -                                                        
 LC1924  ___________________________________________________________________
 LC1924  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 LC1924  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LC1924
 LC1924  HORZ ORDER  -  THIRD
 LC1924
 LC1924.The horizontal coordinates were established by classical geodetic methods
 LC1924.and adjusted by the National Geodetic Survey in October 1999..
 LC1924
 LC1924
 LC1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1924
 LC1924.The geoid height was determined by GEOID03.
 LC1924
 LC1924;                    North         East     Units Scale Factor Converg.
 LC1924;SPC IL W     -   386,745.677   767,335.374   MT  0.99999697   +0 30 34.4
 LC1924;SPC IL W     - 1,268,848.11  2,517,499.47   sFT  0.99999697   +0 30 34.4
 LC1924;UTM  16      - 4,446,917.459   297,581.823   MT  1.00010441   -1 31 57.8
 LC1924
 LC1924                          SUPERSEDED SURVEY CONTROL
 LC1924
 LC1924  NAD 83(1986)-  40 08 53.65770(N)    089 22 34.98438(W) AD(       ) 4
 LC1924  NAD 27      -  40 08 53.50400(N)    089 22 34.63000(W) AD(       ) 3
 LC1924
 LC1924.Superseded values are not recommended for survey control.
 LC1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1924.See file dsdata.txt to determine how the superseded data were derived.
 LC1924
 LC1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9758246917(NAD 83)
 LC1924_MARKER: 52 = STANDPIPE TANK
 LC1924
 LC1924  HISTORY     - Date     Condition        Report By
 LC1924  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1924
 LC1924                          STATION DESCRIPTION
 LC1924
 LC1924'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2253 ***********************************************************************
 LB2253  DESIGNATION -  LINCOLN RESET
 LB2253  PID         -  LB2253
 LB2253  STATE/COUNTY-  IL/VERMILION
 LB2253  USGS QUAD   -  HENNING (1964)
 LB2253
 LB2253                         *CURRENT SURVEY CONTROL
 LB2253  ___________________________________________________________________
 LB2253* NAD 83(1997)-  40 19 44.87216(N)    087 42 09.21058(W)     ADJUSTED  
 LB2253* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 LB2253  ___________________________________________________________________
 LB2253  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LB2253  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LB2253
 LB2253  HORZ ORDER  -  FIRST
 LB2253
 LB2253.The horizontal coordinates were established by classical geodetic methods
 LB2253.and adjusted by the National Geodetic Survey in October 1999..
 LB2253
 LB2253.The orthometric height was scaled from a topographic map.
 LB2253
 LB2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2253
 LB2253.The geoid height was determined by GEOID03.
 LB2253
 LB2253;                    North         East     Units Scale Factor Converg.
 LB2253;SPC IL E     -   406,736.360   353,603.632   MT  1.00001036   +0 24 29.6
 LB2253;SPC IL E     - 1,334,434.21  1,160,114.58   sFT  1.00001036   +0 24 29.6
 LB2253;UTM  16      - 4,464,525.411   440,318.490   MT  0.99964384   -0 27 16.9
 LB2253
 LB2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2253!SPC IL E     -   0.99997234  x   1.00001036  =   0.99998270
 LB2253!UTM  16      -   0.99997234  x   0.99964384  =   0.99961619
 LB2253
 LB2253:                Primary Azimuth Mark                     Grid Az
 LB2253:SPC IL E     -  HOOPESTON AMERICAN CAN CO TANK           008 02 12.4
 LB2253:UTM  16      -  HOOPESTON AMERICAN CAN CO TANK           008 53 58.9
 LB2253
 LB2253|---------------------------------------------------------------------|
 LB2253| PID    Reference Object                     Distance      Geod. Az  |
 LB2253|                                                           dddmmss.s |
 LB2253| LB2255 HOOPESTON AMERICAN CAN CO TANK      APPROX.15.5 KM 0082642.0 |
 LB2253| LB2257 HOOPESTON SPRAGUE SELLS STK         APPROX.15.3 KM 0092955.2 |
 LB2253| LB2254 HOOPESTON TANK                      APPROX.15.0 KM 0103859.8 |
 LB2253| CM3043 LINCOLN AZ MK 2                                    0181924.7 |
 LB2253| CM3044 LINCOLN RM 1                         43.440 METERS 06051     |
 LB2253| CM3046 LINCOLN RM 3                         72.786 METERS 14508     |
 LB2253| CM3045 LINCOLN RM 2                         43.708 METERS 18606     |
 LB2253| CM3042 LINCOLN AZ MK                                      2670119.5 |
 LB2253|---------------------------------------------------------------------|
 LB2253
 LB2253                          SUPERSEDED SURVEY CONTROL
 LB2253
 LB2253  NAD 83(1997)-  40 19 44.87202(N)    087 42 09.21085(W) AD(       ) 1
 LB2253  NAD 83(1986)-  40 19 44.88134(N)    087 42 09.21703(W) AD(       ) 1
 LB2253  NAD 27      -  40 19 44.75040(N)    087 42 09.13430(W) AD(       ) 1
 LB2253
 LB2253.Superseded values are not recommended for survey control.
 LB2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2253.See file dsdata.txt to determine how the superseded data were derived.
 LB2253
 LB2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK4031864525(NAD 83)
 LB2253_MARKER: DS = TRIANGULATION STATION DISK
 LB2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2253_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LB2253_MAGNETIC: N = NO MAGNETIC MATERIAL
 LB2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LB2253+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2000
 LB2253
 LB2253  HISTORY     - Date     Condition        Report By
 LB2253  HISTORY     - 1969     MONUMENTED       CGS
 LB2253  HISTORY     - 20001229 GOOD             ZAMBRA
 LB2253
 LB2253                          STATION DESCRIPTION
 LB2253
 LB2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LB2253'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THERE IS
 LB2253'TO BE SOME GRADING FOR A DRAINAGE DITCH IN THE VICINITY OF THE
 LB2253'AZIMUTH MARK AND REFERENCE MARK 2 AND THEY WERE DESTROYED AT THE
 LB2253'REQUEST OF THE PROPERTY OWNER AND THE STATION MARK WAS LOWERED
 LB2253'ABOUT 2 FEET.  A NEW AZIMUTH MARK AND A REFERENCE MARK 3 WAS SET.
 LB2253'THE 1969 RECOVERY NOTE IS GOOD WITH THE FOLLOWING INFORMATION.
 LB2253'
 LB2253'REFERENCE MARK 3 IS 31 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 LB2253'ROAD, 22 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 11 FEET
 LB2253'SOUTHWEST OF THE WEST END OF A 24 INCH METAL CULVERT AND 5 FEET
 LB2253'SOUTHEAST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 4 INCHES AND
 LB2253'THE DISK IS STAMPED LINCOLN 1934 NO 3 1969.
 LB2253'
 LB2253'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LINCOLN 1934 1969 SET
 LB2253'IN A DRILL HOLE IN THE CONCRETE BASE OF THE SOUTH 1 OF 2 METAL CORN
 LB2253'CRIBS, 170 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 33 FEET
 LB2253'NORTH OF THE SOUTHWEST CORNER OF A BARN, 24 FEET EAST OF THE
 LB2253'CENTERLINE OF A GRAVELED DRIVEWAY AND 1 FOOT SOUTH OF THE SOUTH
 LB2253'EDGE OF THE CRIB.
 LB2253'
 LB2253'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE PAVED
 LB2253'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT ON THE PROPERTY OF
 LB2253'MR. L. J. LARRY.
 LB2253'
 LB2253'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LB2253'
 LB2253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 LB2253'OF HENNING.
 LB2253
 LB2253                          STATION RECOVERY (2000)
 LB2253
 LB2253'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LB2253'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LB2253'RECOVERED  IN GOOD CONDITION.  THE STATION IS 1.1 FEET (0.35 M) DEEP
 LB2253'IN
 LB2253' A CULTIVATED FIELD 154 FEET WEST OF THE CENTERLINE OF THE
 LB2253'NORTH-SOUTH ROAD (ASPHALT) AND 165 FEET NORTH OF THE EAST-WEST
 LB2253'ROAD (GRAVEL). STATION IS SUITABLE FOR GPS OBSERVATIONS WHEN NO
 LB2253'CROPS EXIST.   RM 3 WAS LOCATED AS DESCRIBED AND IS THE THE ONLY
 LB2253'RM REMAINING.  THE 1969 AZIMUTH MARK REMAINS AS DESCRIBED.
 LB2253' 
 LB2253' 
 LB2253' 
 LB2253'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1921 ***********************************************************************
 LC1921  DESIGNATION -  LINCOLN ST FARM AND COLONY STK
 LC1921  PID         -  LC1921
 LC1921  STATE/COUNTY-  IL/LOGAN
 LC1921  USGS QUAD   -  BROADWELL (1980)
 LC1921
 LC1921                         *CURRENT SURVEY CONTROL
 LC1921  ___________________________________________________________________
 LC1921* NAD 83(1997)-  40 06 43.88988(N)    089 23 07.78290(W)     ADJUSTED  
 LC1921* NAVD 88     -                                                        
 LC1921  ___________________________________________________________________
 LC1921  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 LC1921  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LC1921
 LC1921  HORZ ORDER  -  THIRD
 LC1921
 LC1921.The horizontal coordinates were established by classical geodetic methods
 LC1921.and adjusted by the National Geodetic Survey in October 1999..
 LC1921
 LC1921
 LC1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1921
 LC1921.The geoid height was determined by GEOID03.
 LC1921
 LC1921;                    North         East     Units Scale Factor Converg.
 LC1921;SPC IL W     -   382,736.842   766,594.378   MT  0.99999575   +0 30 11.9
 LC1921;SPC IL W     - 1,255,695.79  2,515,068.39   sFT  0.99999575   +0 30 11.9
 LC1921;UTM  16      - 4,442,937.127   296,698.388   MT  1.00010883   -1 32 14.9
 LC1921
 LC1921                          SUPERSEDED SURVEY CONTROL
 LC1921
 LC1921  NAD 83(1986)-  40 06 43.90213(N)    089 23 07.77786(W) AD(       ) 4
 LC1921  NAD 27      -  40 06 43.74400(N)    089 23 07.42000(W) AD(       ) 3
 LC1921
 LC1921.Superseded values are not recommended for survey control.
 LC1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1921.See file dsdata.txt to determine how the superseded data were derived.
 LC1921
 LC1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9669842937(NAD 83)
 LC1921_MARKER: 63 = STACK
 LC1921
 LC1921  HISTORY     - Date     Condition        Report By
 LC1921  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1921
 LC1921                          STATION DESCRIPTION
 LC1921
 LC1921'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1920 ***********************************************************************
 LC1920  DESIGNATION -  LINCOLN ST FARM COLONY WTR TK
 LC1920  PID         -  LC1920
 LC1920  STATE/COUNTY-  IL/LOGAN
 LC1920  USGS QUAD   -  BROADWELL (1980)
 LC1920
 LC1920                         *CURRENT SURVEY CONTROL
 LC1920  ___________________________________________________________________
 LC1920* NAD 83(1997)-  40 06 43.25218(N)    089 23 09.42023(W)     ADJUSTED  
 LC1920* NAVD 88     -                                                        
 LC1920  ___________________________________________________________________
 LC1920  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 LC1920  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LC1920
 LC1920  HORZ ORDER  -  THIRD
 LC1920
 LC1920.The horizontal coordinates were established by classical geodetic methods
 LC1920.and adjusted by the National Geodetic Survey in October 1999..
 LC1920
 LC1920
 LC1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1920
 LC1920.The geoid height was determined by GEOID03.
 LC1920
 LC1920;                    North         East     Units Scale Factor Converg.
 LC1920;SPC IL W     -   382,716.833   766,555.777   MT  0.99999569   +0 30 10.9
 LC1920;SPC IL W     - 1,255,630.14  2,514,941.75   sFT  0.99999569   +0 30 10.9
 LC1920;UTM  16      - 4,442,918.504   296,659.096   MT  1.00010903   -1 32 15.9
 LC1920
 LC1920                          SUPERSEDED SURVEY CONTROL
 LC1920
 LC1920  NAD 83(1986)-  40 06 43.26426(N)    089 23 09.41490(W) AD(       ) 4
 LC1920  NAD 27      -  40 06 43.10600(N)    089 23 09.06100(W) AD(       ) 3
 LC1920
 LC1920.Superseded values are not recommended for survey control.
 LC1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1920.See file dsdata.txt to determine how the superseded data were derived.
 LC1920
 LC1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9665942919(NAD 83)
 LC1920_MARKER: 53 = ELEVATED TANK
 LC1920
 LC1920  HISTORY     - Date     Condition        Report By
 LC1920  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1920  HISTORY     - 1960     GOOD             CGS
 LC1920
 LC1920                          STATION DESCRIPTION
 LC1920
 LC1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1920'STATION IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF LINCOLN
 LC1920'AND ABOUT 1.0 MILE EAST OF U.S. HIGHWAY 66.
 LC1920'
 LC1920'THE STATION IS A SILVER WATER TANK, IS SUPPORTED BY 6 LEGS AND
 LC1920'IS APPROXIMATELY 125 FEET HIGH.
 LC1920'
 LC1920'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE
 LC1920'10 ON THE WEST EDGE OF LINCOLN, GO 3.2 MILES SOUTH THEN
 LC1920'SOUTHWEST TO A SIDE ROAD LEFT AND SIGN (LINCOLN STATE FARM AND
 LC1920'SCHOOL) TURN LEFT CROSSING RAILROAD TRACKS AND GO SOUTH 0.2 MILE
 LC1920'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.85 MILE TO A
 LC1920'SIDE ROAD RIGHT, AND FARM AND SCHOOL BUILDING ON RIGHT, TURN
 LC1920'RIGHT AND GO 0.1 MILE TO CROSS STREET, TURN LEFT AND GO EAST
 LC1920'FOR 0.1 MILE TO WATER TANK ON RIGHT AS DESCRIBED.
 LC1920'
 LC1920'POINT INTERSECTED WAS BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1923 ***********************************************************************
 LC1923  DESIGNATION -  LINCOLN ST INSANE ASYLUM STK
 LC1923  PID         -  LC1923
 LC1923  STATE/COUNTY-  IL/LOGAN
 LC1923  USGS QUAD   -  LINCOLN WEST (1996)
 LC1923
 LC1923                         *CURRENT SURVEY CONTROL
 LC1923  ___________________________________________________________________
 LC1923* NAD 83(1997)-  40 08 25.43277(N)    089 22 49.09123(W)     ADJUSTED  
 LC1923* NAVD 88     -                                                        
 LC1923  ___________________________________________________________________
 LC1923  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 LC1923  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LC1923
 LC1923  HORZ ORDER  -  THIRD
 LC1923
 LC1923.The horizontal coordinates were established by classical geodetic methods
 LC1923.and adjusted by the National Geodetic Survey in October 1999..
 LC1923
 LC1923
 LC1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1923
 LC1923.The geoid height was determined by GEOID03.
 LC1923
 LC1923;                    North         East     Units Scale Factor Converg.
 LC1923;SPC IL W     -   385,872.561   767,009.305   MT  0.99999643   +0 30 25.0
 LC1923;SPC IL W     - 1,265,983.56  2,516,429.69   sFT  0.99999643   +0 30 25.0
 LC1923;UTM  16      - 4,446,056.423   297,224.809   MT  1.00010619   -1 32 06.1
 LC1923
 LC1923                          SUPERSEDED SURVEY CONTROL
 LC1923
 LC1923  NAD 83(1986)-  40 08 25.44480(N)    089 22 49.08632(W) AD(       ) 4
 LC1923  NAD 27      -  40 08 25.28900(N)    089 22 48.72900(W) AD(       ) 3
 LC1923
 LC1923.Superseded values are not recommended for survey control.
 LC1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1923.See file dsdata.txt to determine how the superseded data were derived.
 LC1923
 LC1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9722546056(NAD 83)
 LC1923_MARKER: 63 = STACK
 LC1923
 LC1923  HISTORY     - Date     Condition        Report By
 LC1923  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1923
 LC1923                          STATION DESCRIPTION
 LC1923
 LC1923'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1916 ***********************************************************************
 LC1916  DESIGNATION -  LINCOLN ST MARYS CATH CH SPIRE
 LC1916  PID         -  LC1916
 LC1916  STATE/COUNTY-  IL/LOGAN
 LC1916  USGS QUAD   -  LINCOLN EAST (1980)
 LC1916
 LC1916                         *CURRENT SURVEY CONTROL
 LC1916  ___________________________________________________________________
 LC1916* NAD 83(1997)-  40 08 45.95816(N)    089 22 08.26732(W)     ADJUSTED  
 LC1916* NAVD 88     -                                                        
 LC1916  ___________________________________________________________________
 LC1916  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 LC1916  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LC1916
 LC1916  HORZ ORDER  -  THIRD
 LC1916
 LC1916.The horizontal coordinates were established by classical geodetic methods
 LC1916.and adjusted by the National Geodetic Survey in October 1999..
 LC1916
 LC1916
 LC1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1916
 LC1916.The geoid height was determined by GEOID03.
 LC1916
 LC1916;                    North         East     Units Scale Factor Converg.
 LC1916;SPC IL W     -   386,514.226   767,969.959   MT  0.99999803   +0 30 51.6
 LC1916;SPC IL W     - 1,268,088.76  2,519,581.44   sFT  0.99999803   +0 30 51.6
 LC1916;UTM  16      - 4,446,663.513   298,207.823   MT  1.00010130   -1 31 40.4
 LC1916
 LC1916                          SUPERSEDED SURVEY CONTROL
 LC1916
 LC1916  NAD 83(1986)-  40 08 45.97004(N)    089 22 08.26259(W) AD(       ) 4
 LC1916  NAD 27      -  40 08 45.81600(N)    089 22 07.91100(W) AD(       ) 3
 LC1916
 LC1916.Superseded values are not recommended for survey control.
 LC1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1916.See file dsdata.txt to determine how the superseded data were derived.
 LC1916
 LC1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9820846664(NAD 83)
 LC1916_MARKER: 90 = CHURCH SPIRE
 LC1916
 LC1916  HISTORY     - Date     Condition        Report By
 LC1916  HISTORY     - 1934     FIRST OBSERVED   CGS
 LC1916  HISTORY     - 1960     GOOD             CGS
 LC1916
 LC1916                          STATION DESCRIPTION
 LC1916
 LC1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1916'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE BUSINESS
 LC1916'DISTRICT OF LINCOLN AND IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 LC1916'OF FOURTH AND MAPLE STREETS.
 LC1916'
 LC1916'THE STATION IS A BRICK CHURCH, HAS A DARK GRAY SHINGLED SPIRE
 LC1916'WITH A SILVER CROSS ON TOP AND IS APPROXIMATELY 140 FEET HIGH.
 LC1916'
 LC1916'POINT INTERSECTED WAS THE CROSS ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1918 ***********************************************************************
 LC1918  DESIGNATION -  LINCOLN STETSON CHINA CO TANK
 LC1918  PID         -  LC1918
 LC1918  STATE/COUNTY-  IL/LOGAN
 LC1918  USGS QUAD   -  LINCOLN EAST (1980)
 LC1918
 LC1918                         *CURRENT SURVEY CONTROL
 LC1918  ___________________________________________________________________
 LC1918* NAD 83(1997)-  40 09 17.40402(N)    089 21 18.13765(W)     ADJUSTED  
 LC1918* NAVD 88     -                                                        
 LC1918  ___________________________________________________________________
 LC1918  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 LC1918  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LC1918
 LC1918  HORZ ORDER  -  THIRD
 LC1918
 LC1918.The horizontal coordinates were established by classical geodetic methods
 LC1918.and adjusted by the National Geodetic Survey in October 1999..
 LC1918
 LC1918
 LC1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1918
 LC1918.The geoid height was determined by GEOID03.
 LC1918
 LC1918;                    North         East     Units Scale Factor Converg.
 LC1918;SPC IL W     -   387,494.838   769,147.614   MT  1.00000002   +0 31 24.3
 LC1918;SPC IL W     - 1,271,305.98  2,523,445.13   sFT  1.00000002   +0 31 24.3
 LC1918;UTM  16      - 4,447,601.626   299,419.798   MT  1.00009529   -1 31 09.0
 LC1918
 LC1918                          SUPERSEDED SURVEY CONTROL
 LC1918
 LC1918  NAD 83(1986)-  40 09 17.41609(N)    089 21 18.13303(W) AD(       ) 4
 LC1918  NAD 27      -  40 09 17.26300(N)    089 21 17.78400(W) AD(       ) 3
 LC1918
 LC1918.Superseded values are not recommended for survey control.
 LC1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1918.See file dsdata.txt to determine how the superseded data were derived.
 LC1918
 LC1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9942047602(NAD 83)
 LC1918_MARKER: 53 = ELEVATED TANK
 LC1918
 LC1918  HISTORY     - Date     Condition        Report By
 LC1918  HISTORY     - 1960     FIRST OBSERVED   CGS
 LC1918
 LC1918                          STATION DESCRIPTION
 LC1918
 LC1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 LC1918'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF LINCOLN AND
 LC1918'ON THE NORTHWEST SIDE OF THE STETSON CHINA CO., BUILDING.
 LC1918'
 LC1918'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 (BUSINESS ROUTE)
 LC1918'AND STATE HIGHWAY 10, GO NORTHEAST ON U.S. HIGHWAY 66 FOR
 LC1918'0.2 MILE TO THE RAILROAD TRACKS, TURN LEFT AND GO WEST FOR
 LC1918'0.1 MILE TO THE STATION.
 LC1918'
 LC1918'THE STATION IS A SILVER TANK, SUPPORTED BY 4 LEGS, HAS STETSON
 LC1918'CHINA CO. LINCOLN ILL. PAINTED IN BLACK LETTERS ON THE NORTH
 LC1918'AND SOUTH SIDES AND IS APPROXIMATELY 140 FEET HIGH.
 LC1918'
 LC1918'THE POINT INTERSECTED WAS THE LIGHT ON TOP OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3083 ***********************************************************************
 AJ3083  DESIGNATION -  LINCOLNSHIRE
 AJ3083  PID         -  AJ3083
 AJ3083  STATE/COUNTY-  IL/LAKE
 AJ3083  USGS QUAD   -  WHEELING (1993)
 AJ3083
 AJ3083                         *CURRENT SURVEY CONTROL
 AJ3083  ___________________________________________________________________
 AJ3083* NAD 83(1997)-  42 12 21.09901(N)    087 54 22.73947(W)     ADJUSTED  
 AJ3083* NAVD 88     -       210.3    (meters)     690.     (feet)  GPS OBS   
 AJ3083  ___________________________________________________________________
 AJ3083  X           -     172,869.351 (meters)                     COMP
 AJ3083  Y           -  -4,728,639.924 (meters)                     COMP
 AJ3083  Z           -   4,262,687.584 (meters)                     COMP
 AJ3083  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AJ3083  ELLIP HEIGHT-         176.37  (meters)          (02/03/05) GPS OBS
 AJ3083  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AJ3083
 AJ3083  HORZ ORDER  -  FIRST
 AJ3083  ELLP ORDER  -  FOURTH    CLASS II
 AJ3083
 AJ3083.The horizontal coordinates were established by GPS observations
 AJ3083.and adjusted by the National Geodetic Survey in April 2001..
 AJ3083
 AJ3083.The orthometric height was determined by GPS observations and a
 AJ3083.high-resolution geoid model.
 AJ3083
 AJ3083.Photographs are available for this station.
 AJ3083
 AJ3083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3083
 AJ3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3083
 AJ3083.The ellipsoidal height was determined by GPS observations
 AJ3083.and is referenced to NAD 83.
 AJ3083
 AJ3083.The geoid height was determined by GEOID03.
 AJ3083
 AJ3083;                    North         East     Units Scale Factor Converg.
 AJ3083;SPC IL E     -   615,056.368   335,263.560   MT  0.99999029   +0 17 12.7
 AJ3083;SPC IL E     - 2,017,897.43  1,099,943.86   sFT  0.99999029   +0 17 12.7
 AJ3083;UTM  16      - 4,673,030.671   425,183.122   MT  0.99966887   -0 36 32.0
 AJ3083
 AJ3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3083!SPC IL E     -   0.99997234  x   0.99999029  =   0.99996263
 AJ3083!UTM  16      -   0.99997234  x   0.99966887  =   0.99964122
 AJ3083
 AJ3083                          SUPERSEDED SURVEY CONTROL
 AJ3083
 AJ3083  ELLIP H (04/24/01)  176.37   (m)                       GP(       ) 4 1
 AJ3083
 AJ3083.Superseded values are not recommended for survey control.
 AJ3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3083.See file dsdata.txt to determine how the superseded data were derived.
 AJ3083
 AJ3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM2518373031(NAD 83)
 AJ3083_MARKER: I = METAL ROD
 AJ3083_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3083+WITH SETTING: INFORMATION.
 AJ3083_STAMPING: LINCOLNSHIRE
 AJ3083_MARK LOGO: IL4858
 AJ3083_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3083_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3083+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2000
 AJ3083_ROD/PIPE-DEPTH:  2.4 meters
 AJ3083_SLEEVE-DEPTH  :  0.9 meters
 AJ3083
 AJ3083  HISTORY     - Date     Condition        Report By
 AJ3083  HISTORY     - 20000721 MONUMENTED       SECI
 AJ3083
 AJ3083                          STATION DESCRIPTION
 AJ3083
 AJ3083'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3083'STATION IS LOCATED WITHIN THE VILLAGE LIMITS OF LINCOLNSHIRE IN
 AJ3083'SECTION 14, T43N, R11E.  TO REACH FROM THE JUNCTION OF IL RT 22 AND
 AJ3083'RIVERWOODS RD, PROCEED NORTH ON RIVERWOODS RD 0.35 MI TO THE
 AJ3083'STATION LOCATED IN THE NORTHWEST CORNER OF INTERSECTION OF
 AJ3083'RIVERWOODS RD AND SURREY LANE.  STATION IS 67.4 FT WEST OF
 AJ3083'RIVERWOODS RD CENTERLINE AND 121.8 FT NORTH OF THE SURREY LN
 AJ3083'CENTERLINE.  STATION IS 120 FT NORTHEAST OF A PK NAIL IN SURREY LN,
 AJ3083'120 FT SOUTHEAST OF A SHELTER LOCATED NEAR A PLAYGROUND, 53.7 FT
 AJ3083'WEST OF PK NAIL IN RIVERWOODS RD, 54 FT EAST OF A CATCH BASIN, 37.2 FT
 AJ3083'WEST OF THE FENCE LINE, 24.5 FT NORTHEAST OF A CATCH BASIN, 6 FT
 AJ3083'WEST OF THE BIKE PATH, AND 37.0 FT WEST OF AN ORANGE FIBERGLASS
 AJ3083'WITNESS POST.  NOTE - ACCESS TO DATUM POINT THROUGH 6 INCH LOGO
 AJ3083'CAP.  DATUM POINT IS 0.55 FT BELOW CAP.  THE ROD WAS DRIVEN TO
 AJ3083'REFUSAL AND ANCHORED.   PK NAILS WERE SET IN WOOD PHYSICAL TIES.
 AJ3083'(WB)
 AJ3083' 
 AJ3083' 
 AJ3083' 
 AJ3083' 
 AJ3083'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0510 ***********************************************************************
 NG0510  DESIGNATION -  LINCOLNWOOD BELL HOWELL TANK
 NG0510  PID         -  NG0510
 NG0510  STATE/COUNTY-  IL/COOK
 NG0510  USGS QUAD   -  EVANSTON (1995)
 NG0510
 NG0510                         *CURRENT SURVEY CONTROL
 NG0510  ___________________________________________________________________
 NG0510* NAD 83(1997)-  42 00 22.60652(N)    087 42 52.76109(W)     ADJUSTED  
 NG0510* NAVD 88     -                                                        
 NG0510  ___________________________________________________________________
 NG0510  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 NG0510  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NG0510
 NG0510  HORZ ORDER  -  THIRD
 NG0510
 NG0510.The horizontal coordinates were established by classical geodetic methods
 NG0510.and adjusted by the National Geodetic Survey in October 1999..
 NG0510
 NG0510
 NG0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0510
 NG0510.The geoid height was determined by GEOID03.
 NG0510
 NG0510;                    North         East     Units Scale Factor Converg.
 NG0510;SPC IL E     -   592,985.266   351,251.685   MT  1.00000731   +0 24 50.5
 NG0510;SPC IL E     - 1,945,485.83  1,152,398.24   sFT  1.00000731   +0 24 50.5
 NG0510;UTM  16      - 4,650,720.441   440,819.558   MT  0.99964309   -0 28 41.8
 NG0510
 NG0510                          SUPERSEDED SURVEY CONTROL
 NG0510
 NG0510  NAD 83(1997)-  42 00 22.60670(N)    087 42 52.76164(W) AD(       ) 4
 NG0510  NAD 83(1997)-  42 00 22.60951(N)    087 42 52.77652(W) AD(       ) 4
 NG0510  NAD 83(1986)-  42 00 22.61077(N)    087 42 52.77551(W) AD(       ) 4
 NG0510  NAD 27      -  42 00 22.49743(N)    087 42 52.56388(W) AD(       ) 3
 NG0510
 NG0510.Superseded values are not recommended for survey control.
 NG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0510.See file dsdata.txt to determine how the superseded data were derived.
 NG0510
 NG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4082050720(NAD 83)
 NG0510_MARKER: 51 = TANK
 NG0510
 NG0510  HISTORY     - Date     Condition        Report By
 NG0510  HISTORY     - 1977     FIRST OBSERVED   NGS
 NG0510  HISTORY     - 20030101 MARK NOT FOUND   INDIV
 NG0510
 NG0510                          STATION DESCRIPTION
 NG0510
 NG0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JCL)
 NG0510'THE STATION IS THE APEX OF VENT OF THE LINCOLNWOOD BELL AND
 NG0510'HOWELL COMPANY WATER TANK.  THE TANK IS A SINGULAR COLUMN
 NG0510'SPHERIOD, SILVER IN COLOR AND APPROXIMATELY 140 FEET HIGH.
 NG0510'
 NG0510'THE TANK IS LOCATED IN THE NORTHEAST SECTION OF LINCOLWOOD,
 NG0510'0.15 MILE WEST OF MCCORMICK BOULEVARD, 0.1 MILE NORTH OF
 NG0510'PRATT AVENUE AND ON THE NORTH SIDE OF THE SOUTH PLANT.
 NG0510
 NG0510                          STATION RECOVERY (2003)
 NG0510
 NG0510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (FLM)
 NG0510'WATER TANK NO LONGER EXISTS -- FORMER LOCATION OF TANK FOUND AS LARGE
 NG0510'CEMENT CIRCLE ON GROUND WITH GPS COORDINATES CONFIRMING LONG/LAT TO
 NG0510'WITHIN 12 FEET.  DIGITAL IMAGE OF LOCATION AVAILABLE ON REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2060 ***********************************************************************
 LC2060  CBN         -  This is a Cooperative Base Network Control Station.
 LC2060  PACS        -  This is a Primary Airport Control Station.
 LC2060  DESIGNATION -  LINCPORT
 LC2060  PID         -  LC2060
 LC2060  STATE/COUNTY-  IL/LOGAN
 LC2060  USGS QUAD   -  LINCOLN EAST (1980)
 LC2060
 LC2060                         *CURRENT SURVEY CONTROL
 LC2060  ___________________________________________________________________
 LC2060* NAD 83(1997)-  40 09 32.06927(N)    089 20 07.04372(W)     ADJUSTED  
 LC2060* NAVD 88     -       179.16   (meters)     587.8    (feet)  GPS OBS   
 LC2060  ___________________________________________________________________
 LC2060  X           -      56,630.391 (meters)                     COMP
 LC2060  Y           -  -4,881,130.761 (meters)                     COMP
 LC2060  Z           -   4,091,580.918 (meters)                     COMP
 LC2060  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 LC2060  ELLIP HEIGHT-         146.66  (meters)          (10/15/04) GPS OBS
 LC2060  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC2060
 LC2060  HORZ ORDER  -  B
 LC2060  ELLP ORDER  -  FOURTH    CLASS II
 LC2060
 LC2060.This mark is at Logan County Airport (3LC)
 LC2060
 LC2060.The horizontal coordinates were established by GPS observations
 LC2060.and adjusted by the National Geodetic Survey in July 1998..
 LC2060
 LC2060.The orthometric height was determined by GPS observations and a
 LC2060.high-resolution geoid model.
 LC2060
 LC2060.GPS derived orthometric heights for airport stations designated as
 LC2060.PACS or SACS are published to 2 decimal places.  This maintains
 LC2060.centimeter relative accuracy between the PACS and SACS.  It does
 LC2060.not indicate centimeter accuracy relative to other marks which are
 LC2060.part of the NAVD 88 network.
 LC2060
 LC2060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC2060
 LC2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2060
 LC2060.The ellipsoidal height was determined by GPS observations
 LC2060.and is referenced to NAD 83.
 LC2060
 LC2060.The geoid height was determined by GEOID03.
 LC2060
 LC2060;                    North         East     Units Scale Factor Converg.
 LC2060;SPC IL W     -   387,962.709   770,825.881   MT  1.00000291   +0 32 10.3
 LC2060;SPC IL W     - 1,272,840.99  2,528,951.24   sFT  1.00000291   +0 32 10.3
 LC2060;UTM  16      - 4,448,009.417   301,113.827   MT  1.00008696   -1 30 23.6
 LC2060
 LC2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2060!SPC IL W     -   0.99997699  x   1.00000291  =   0.99997990
 LC2060!UTM  16      -   0.99997699  x   1.00008696  =   1.00006395
 LC2060
 LC2060:                Primary Azimuth Mark                     Grid Az
 LC2060:SPC IL W     -  LINCPORT AZ MK                           034 45 10.8
 LC2060:UTM  16      -  LINCPORT AZ MK                           036 47 44.7
 LC2060
 LC2060|---------------------------------------------------------------------|
 LC2060| PID    Reference Object                     Distance      Geod. Az  |
 LC2060|                                                           dddmmss.s |
 LC2060| LC2061 LINCPORT AZ MK                      441.969 METERS 0351721.1 |
 LC2060|---------------------------------------------------------------------|
 LC2060
 LC2060                          SUPERSEDED SURVEY CONTROL
 LC2060
 LC2060  ELLIP H (07/17/98)  146.69   (m)                       GP(       ) 4 1
 LC2060  NAD 83(1986)-  40 09 32.08155(N)    089 20 07.03942(W) AD(       ) 1
 LC2060  NGVD 29 (06/25/91)  179.2    (m)          588.     (f) GPS OBS        
 LC2060
 LC2060.Superseded values are not recommended for survey control.
 LC2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2060.See file dsdata.txt to determine how the superseded data were derived.
 LC2060
 LC2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0111448009(NAD 83)
 LC2060_MARKER: I = METAL ROD
 LC2060_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LC2060_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LC2060_STAMPING: LINCPORT 1990
 LC2060_MARK LOGO: NGS   
 LC2060_PROJECTION: RECESSED 4 CENTIMETERS
 LC2060_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC2060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC2060+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 LC2060_ROD/PIPE-DEPTH: 9.40 meters
 LC2060_SLEEVE-DEPTH  : 1.00 meters
 LC2060
 LC2060  HISTORY     - Date     Condition        Report By
 LC2060  HISTORY     - 1990     MONUMENTED       NGS
 LC2060  HISTORY     - 19970505 GOOD             NGS
 LC2060  HISTORY     - 19980708 GOOD             NGS
 LC2060  HISTORY     - 20021104 GOOD             HANPRO
 LC2060  HISTORY     - 20031103 GOOD             ILDT
 LC2060
 LC2060                          STATION DESCRIPTION
 LC2060
 LC2060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LC2060'STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTHEAST OF LINCOLN, AT THE
 LC2060'LOGAN COUNTY AIRPORT, IN THE NORTH ANGLE OF THE JUNCTION OF THE PAVED
 LC2060'RUNWAY AND THE RAMP, IN EAST CENTRAL SECTION 29, T 20 N, R 2 W.
 LC2060'OWNERSHIP--LOGAN COUNTY BOARD, ATTENTION AIRPORT MANAGER, ROUTE 4
 LC2060'AIRPORT ROAD, LINCOLN, IL 62656.  CURRENT ACTING AIRPORT ATTENDENT IS
 LC2060'SAM EVANS, PHONE 217-732-3333.
 LC2060'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAYS 55 AND 55 BUSINESS
 LC2060'(EXIT 133) AT THE NORTHEAST END OF LINCOLN, GO SOUTHWEST ON HIGHWAY
 LC2060'55 BUSINESS (OLD HIGHWAY 66) FOR 2.36 KM (1.47 MI) TO A PAVED ROAD
 LC2060'LEFT. TURN LEFT ON WINDING ROAD, SOUTHWESTERLY, ON HIGHWAY 55
 LC2060'BUSINESS FOR 0.63 KM (0.39 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 LC2060'EAST, ON ROAD 1700 N FOR 0.19 KM (0.12 MI) TO A PAVED ROAD RIGHT.
 LC2060'TURN RIGHT, SOUTH, FOR 0.73 KM (0.45 MI) TO ROAD END AT GATE AT
 LC2060'HANGARS.  PASS THROUGH GATE AND FOLLOW RAMP SOUTHWEST, THEN AROUND
 LC2060'HANGARS, NORTHEAST TO APRON THEN SOUTHEAST ON MAIN CONNECTING RAMP
 LC2060'FOR 0.34 KM (0.21 MI) TO THE RUNWAY AND THE STATION ON THE LEFT.
 LC2060'THE STATION IS LOCATED 34.1 M (111.9 FT) NORTHWEST FROM THE CENTER OF
 LC2060'THE RUNWAY, 21.5 M (70.5 FT) NORTHEAST FROM THE CENTER OF THE RAMP,
 LC2060'AND 9.0 M (29.5 FT) EAST-NORTHEAST FROM A 2.7 X 0.9 METER CONCRETE
 LC2060'PAD SUPPORTING AN ILLUMINATED RAMP/3-21 SIGN.
 LC2060'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LC2060
 LC2060                          STATION RECOVERY (1997)
 LC2060
 LC2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LC2060'THE STATION IS LOCATED 3.0 KM (1.85 MI) NORTHEAST OF LINCOLN, IL, AT
 LC2060'THE LOGAN COUNTY AIRPORT, IN THE GRASS, NEAR AND NORTH OF THE NORTH
 LC2060'ANGLE OF THE JUNCTION OF RUNWAY 21-3 AND TAXI/RAMP A, JUST
 LC2060'EAST-NORTHEAST OF THE RUNWAY 21-3 SIGN.  OWNERSHIP--LOGAN COUNTY
 LC2060'BOARD, AIRPORT MANAGER, AIRPORT ROAD, LINCOLN, IL 62656.  CURRENT
 LC2060'ACTING AIRPORT ATTENDENT SAM EVANS, PHONE 217-732-3333.  NOTE--THIS
 LC2060'STATION IS THE PACS AND FBN/CBN STATION.  TO REACH THE STATION FROM
 LC2060'THE JUNCTION OF INTERSTATE HIGHWAY 55 AND 55 BUSINESS (EXIT 133) NEAR
 LC2060'THE NORTHEAST EDGE OF LINCOLN, GO SOUTHWEST, 2.36 KM (1.45 MI) ALONG
 LC2060'55 BUSINESS (OLD HIGHWAY 66) TO (2400 N KICKAPOO ST) ON THE LEFT. TURN
 LC2060'LEFT, SOUTHWESTERLY, 0.63 KM (0.40 MI) ALONG WINDING KICKAPOO STREET
 LC2060'(BUSINESS 55) TO (AIRPORT RD.) ON THE LEFT.  TURN LEFT, EAST, 0.19 KM
 LC2060'(0.10 MI) ALONG AIRPORT ROAD TO THE AIRPORT ENTRANCE ROAD ON THE
 LC2060'RIGHT.  TURN RIGHT, SOUTHERLY, 0.73 KM (0.45 MI) ALONG THE ENTRANCE
 LC2060'ROAD TO A GATE.  PASS THROUGH THE GATE, SOUTHWEST, THEN LEFT,
 LC2060'SOUTHEAST, THEN LEFT, NORTHEAST, ALONG THE SHORT TAXIS TO THE APRON.
 LC2060'BEAR RIGHT, NORTHEAST, ACROSS APRON THEN SOUTHEAST, ALONG TAXI/RAMP A
 LC2060'TO THE HOLD BARS AT A RUNWAY 21-3 IDENTIFIER SIGN AND THE STATION ON
 LC2060'THE LEFT, JUST EAST-NORTHEAST OF THE SIGN.  STATION IS 34.1 M (111.9
 LC2060'FT) WEST-NORTHWEST OF THE RUNWAY CENTER, 21.5 M (70.5 FT)
 LC2060'NORTH-NORTHEAST OF THE TAXI/RAMP A CENTER, 9.0 M (29.5 FT)
 LC2060'EAST-NORTHEAST OF THE NORTH-NORTHEAST CONCRETE BASE CORNER OF THE 21-3
 LC2060'SIGN, AND THE STATION IS ABOUT LEVEL WITH THE TAXI/RAMP A AND RECESSED
 LC2060'ABOUT 4-CM BELOW THE GROUND SURFACE.  BY R.G. HAYES  NOTE--THE DATUM
 LC2060'POINT IS A CENTER PUNCH ON THE TOP OF A STAINLESS STEEL ROD RECESSED
 LC2060'ABOUT 10-CM BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 9.4 M,
 LC2060'(30.8 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A
 LC2060'5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  ACCESS TO
 LC2060'THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 LC2060
 LC2060                          STATION RECOVERY (1998)
 LC2060
 LC2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JK)
 LC2060'JULY 8 1998 RECOVERED AS DESCRIBED
 LC2060
 LC2060                          STATION RECOVERY (2002)
 LC2060
 LC2060'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2002 (BWO)
 LC2060'RECOVERED IN GOOD CONDITION.
 LC2060
 LC2060                          STATION RECOVERY (2003)
 LC2060
 LC2060'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DL)
 LC2060'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC2061 ***********************************************************************
 LC2061  DESIGNATION -  LINCPORT AZ MK
 LC2061  PID         -  LC2061
 LC2061  STATE/COUNTY-  IL/LOGAN
 LC2061  USGS QUAD   -  LINCOLN EAST (1980)
 LC2061
 LC2061                         *CURRENT SURVEY CONTROL
 LC2061  ___________________________________________________________________
 LC2061* NAD 83(1997)-  40 09 43.76534(N)    089 19 56.25417(W)     ADJUSTED  
 LC2061* NAVD 88     -       180.3    (meters)     592.     (feet)  VERTCON   
 LC2061  ___________________________________________________________________
 LC2061  X           -      56,883.018 (meters)                     COMP
 LC2061  Y           -  -4,880,896.075 (meters)                     COMP
 LC2061  Z           -   4,091,857.412 (meters)                     COMP
 LC2061  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LC2061  ELLIP HEIGHT-         147.88  (meters)          (10/21/99) GPS OBS
 LC2061  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LC2061
 LC2061  HORZ ORDER  -  FIRST
 LC2061  ELLP ORDER  -  FOURTH    CLASS I
 LC2061
 LC2061.This mark is at Logan County Airport (3LC)
 LC2061
 LC2061.The horizontal coordinates were established by GPS observations
 LC2061.and adjusted by the National Geodetic Survey in October 1999..
 LC2061
 LC2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC2061
 LC2061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC2061
 LC2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC2061
 LC2061.The ellipsoidal height was determined by GPS observations
 LC2061.and is referenced to NAD 83.
 LC2061
 LC2061.The geoid height was determined by GEOID03.
 LC2061
 LC2061;                    North         East     Units Scale Factor Converg.
 LC2061;SPC IL W     -   388,325.839   771,077.822   MT  1.00000335   +0 32 17.4
 LC2061;SPC IL W     - 1,274,032.36  2,529,777.82   sFT  1.00000335   +0 32 17.4
 LC2061;UTM  16      - 4,448,363.365   301,378.574   MT  1.00008566   -1 30 17.0
 LC2061
 LC2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC2061!SPC IL W     -   0.99997680  x   1.00000335  =   0.99998015
 LC2061!UTM  16      -   0.99997680  x   1.00008566  =   1.00006246
 LC2061
 LC2061:                Primary Azimuth Mark                     Grid Az
 LC2061:SPC IL W     -  LINCPORT                                 214 45 10.7
 LC2061:UTM  16      -  LINCPORT                                 216 47 45.1
 LC2061
 LC2061|---------------------------------------------------------------------|
 LC2061| PID    Reference Object                     Distance      Geod. Az  |
 LC2061|                                                           dddmmss.s |
 LC2061| LC2060 LINCPORT                            441.969 METERS 2151728.1 |
 LC2061|---------------------------------------------------------------------|
 LC2061
 LC2061                          SUPERSEDED SURVEY CONTROL
 LC2061
 LC2061  NAD 83(1986)-  40 09 43.77762(N)    089 19 56.24986(W) AD(       ) 1
 LC2061  NGVD 29 (06/25/91)  180.4    (m)          592.     (f) GPS OBS        
 LC2061
 LC2061.Superseded values are not recommended for survey control.
 LC2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC2061.See file dsdata.txt to determine how the superseded data were derived.
 LC2061
 LC2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0137948363(NAD 83)
 LC2061_MARKER: I = METAL ROD
 LC2061_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LC2061_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LC2061_STAMPING: LINCPORT AZ MK 1990
 LC2061_MARK LOGO: NGS   
 LC2061_PROJECTION: FLUSH
 LC2061_MAGNETIC: I = MARKER IS A STEEL ROD
 LC2061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC2061+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2002
 LC2061_ROD/PIPE-DEPTH: 10.4 meters
 LC2061_SLEEVE-DEPTH  : 1.0 meters
 LC2061
 LC2061  HISTORY     - Date     Condition        Report By
 LC2061  HISTORY     - 1990     MONUMENTED       NGS
 LC2061  HISTORY     - 20021104 GOOD             HANPRO
 LC2061
 LC2061                          STATION DESCRIPTION
 LC2061
 LC2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LC2061'STATION IS LOCATED ABOUT 3.0 KM (1.9 MI) NORTHEAST OF LINCOLN, AT THE
 LC2061'LOGAN COUNTY AIRPORT, IN THE WEST ANGLE OF THE JUNCTION OF AN
 LC2061'AIRPLANE TURN-AROUND AND THE NORTHEAST END OF THE RUNWAY 3-21, IN THE
 LC2061'NORTHEAST 1/4 OF SECTION 29, T 20 N, R 2 W. OWNERSHIP--LOGAN COUNTY
 LC2061'BOARD, ATTENTION AIRPORT MANAGER, ROUTE 4 AIRPORT ROAD, LINCOLN, IL
 LC2061'62656. CURRENT AIRPORT ATTENDENT IS SAM EVANS, PHONE 217-732-3333.
 LC2061'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAYS 55 AND 55 BUSINESS
 LC2061'(EXIT 133) AT THE NORTHEAST END OF LINCOLN, GO SOUTHWEST ON HIGHWAY
 LC2061'55 BUSINESS (OLD HIGHWAY 66) FOR 2.36 KM (1.47 MI) TO A PAVED ROAD
 LC2061'LEFT.  TURN LEFT ON WINDING ROAD, SOUTHWESTERLY, ON HIGHWAY 55
 LC2061'BUSINESS FOR 0.63 KM (0.39 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 LC2061'EAST, ON ROAD 1700 N FOR 0.19 KM (0.12 MI) TO A PAVED ROAD RIGHT.
 LC2061'TURN RIGHT, SOUTH, FOR 0.73 KM (0.45 MI) TO ROAD END AT GATE AT
 LC2061'HANGARS.  PASS THROUGH GATE AND FOLLOW RAMP SOUTHWEST, THEN AROUND
 LC2061'HANGARS, NORTHEAST TO APRON, THEN SOUTHEAST ON MAIN CONNECTING RAMP
 LC2061'FOR 0.34 KM (0.21 MI) TO THE RUNWAY. TURN LEFT, ALONGSIDE RUNWAY FOR
 LC2061'0.47 KM (0.29 MI) TO THE TURN-AROUND AND THE STATION.
 LC2061'THE STATION IS LOCATED 34.1 M (111.9 FT) NORTHWEST FROM THE CENTER OF
 LC2061'THE RUNWAY, 26.7 M (87.6 FT) NORTH-NORTHWEST FROM THE FIRST RUNWAY
 LC2061'LIGHT SOUTHWEST OF THE NORTHEAST END OF THE RUNWAY, 23.8 M (78.1 FT)
 LC2061'SOUTH-SOUTHEAST FROM THE WEST CORNER OF THE ASPHALT TURN-AROUND, AND
 LC2061'11.9 M (39.0 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 LC2061'TURN-AROUND.
 LC2061'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LC2061
 LC2061                          STATION RECOVERY (2002)
 LC2061
 LC2061'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2002 (BWO)
 LC2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0236 ***********************************************************************
 KC0236  DESIGNATION -  LINDA
 KC0236  PID         -  KC0236
 KC0236  STATE/COUNTY-  IL/SCOTT
 KC0236  USGS QUAD   -  FLORENCE (1980)
 KC0236
 KC0236                         *CURRENT SURVEY CONTROL
 KC0236  ___________________________________________________________________
 KC0236* NAD 83(1986)-  39 37 45.     (N)    090 31 44.     (W)     SCALED    
 KC0236* NAVD 88     -       136.880  (meters)     449.08   (feet)  ADJUSTED  
 KC0236  ___________________________________________________________________
 KC0236  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KC0236  DYNAMIC HT  -         136.804 (meters)     448.83  (feet)  COMP
 KC0236  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 KC0236
 KC0236  VERT ORDER  -  FIRST     CLASS II
 KC0236
 KC0236.The horizontal coordinates were scaled from a topographic map and have
 KC0236.an estimated accuracy of +/- 6 seconds.
 KC0236
 KC0236.The orthometric height was determined by differential leveling
 KC0236.and adjusted by the National Geodetic Survey in June 1991..
 KC0236
 KC0236.The geoid height was determined by GEOID03.
 KC0236
 KC0236.The dynamic height is computed by dividing the NAVD 88
 KC0236.geopotential number by the normal gravity value computed on the
 KC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0236.degrees latitude (g = 980.6199 gals.).
 KC0236
 KC0236.The modeled gravity was interpolated from observed gravity values.
 KC0236
 KC0236;                    North         East    Units  Estimated Accuracy
 KC0236;SPC IL W     -   328,880.      668,900.      MT  (+/- 180 meters Scaled)
 KC0236
 KC0236                          SUPERSEDED SURVEY CONTROL
 KC0236
 KC0236  NGVD 29 (??/??/92)  137.007  (m)          449.50   (f) ADJ UNCH    1 2
 KC0236
 KC0236.Superseded values are not recommended for survey control.
 KC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0236.See file dsdata.txt to determine how the superseded data were derived.
 KC0236
 KC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD120895(NAD 83)
 KC0236_MARKER: DB = BENCH MARK DISK
 KC0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0236_SP_SET: CULVERT
 KC0236_STAMPING: LINDA 1961
 KC0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0236
 KC0236  HISTORY     - Date     Condition        Report By
 KC0236  HISTORY     - 1961     MONUMENTED       CGS
 KC0236
 KC0236                          STATION DESCRIPTION
 KC0236
 KC0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0236'13 MI N FROM HILLVIEW.
 KC0236'ABOUT 12.95 MILES NORTH ALONG A BLACK TOP ROAD FROM THE FIRST
 KC0236'BAPTIST CHURCH AT HILLVIEW, NEAR THE JUNCTION OF THE BLACK TOP
 KC0236'ROAD AND U.S. HIGHWAY 36, 80 YARDS WEST ALONG U.S. HIGHWAY 36
 KC0236'FROM THE T JUNCTION OF THE ROAD LEADING SOUTH, SET ON TOP OF THE
 KC0236'WEST END OF THE NORTH CONCRETE HEADWALL OF A 2 FOOT CONCRETE BOX
 KC0236'CULVERT UNDER U.S. HIGHWAY 36, 28 FEET NORTH OF THE CENTER LINE
 KC0236'OF THE HIGHWAY AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KC0236'NOTE-- THIS MARK MAY BE REACHED BY GOING 3.1 MILES WEST ALONG
 KC0236'U.S. HIGHWAY 36 FROM THE JUNCTION OF STATE HIGHWAY 106 AT
 KC0236'WINCHESTER TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1444 ***********************************************************************
 MF1444  DESIGNATION -  LISBON
 MF1444  PID         -  MF1444
 MF1444  STATE/COUNTY-  IL/KENDALL
 MF1444  USGS QUAD   -  LISBON (1993)
 MF1444
 MF1444                         *CURRENT SURVEY CONTROL
 MF1444  ___________________________________________________________________
 MF1444* NAD 83(1997)-  41 28 45.39341(N)    088 28 55.67609(W)     ADJUSTED  
 MF1444* NAVD 88     -       203.3    (meters)     667.     (feet)  GPS OBS   
 MF1444  ___________________________________________________________________
 MF1444  X           -     126,765.089 (meters)                     COMP
 MF1444  Y           -  -4,783,951.302 (meters)                     COMP
 MF1444  Z           -   4,202,560.948 (meters)                     COMP
 MF1444  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MF1444  ELLIP HEIGHT-         170.34  (meters)          (02/03/05) GPS OBS
 MF1444  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1444
 MF1444  HORZ ORDER  -  FIRST
 MF1444  ELLP ORDER  -  FOURTH    CLASS II
 MF1444
 MF1444.The horizontal coordinates were established by GPS observations
 MF1444.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF1444
 MF1444.The orthometric height was determined by GPS observations and a
 MF1444.high-resolution geoid model.
 MF1444
 MF1444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1444
 MF1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1444
 MF1444.The ellipsoidal height was determined by GPS observations
 MF1444.and is referenced to NAD 83.
 MF1444
 MF1444.The geoid height was determined by GEOID03.
 MF1444
 MF1444;                    North         East     Units Scale Factor Converg.
 MF1444;SPC IL E     -   534,278.844   287,572.210   MT  0.99997690   -0 05 54.8
 MF1444;SPC IL E     - 1,752,879.84    943,476.49   sFT  0.99997690   -0 05 54.8
 MF1444;UTM  16      - 4,593,023.683   376,255.988   MT  0.99978844   -0 58 54.5
 MF1444
 MF1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1444!SPC IL E     -   0.99997328  x   0.99997690  =   0.99995018
 MF1444!UTM  16      -   0.99997328  x   0.99978844  =   0.99976173
 MF1444
 MF1444|---------------------------------------------------------------------|
 MF1444| PID    Reference Object                     Distance      Geod. Az  |
 MF1444|                                                           dddmmss.s |
 MF1444| CI7705 LISBON RM 2                          28.730 METERS 22238     |
 MF1444| MF1454 MARSEILLES ILL BELL TEL CO MST      APPROX.20.3 KM 2325017.1 |
 MF1444| MF1449 NORWAY ATT CO MICROWAVE KSA 81      APPROX.11.9 KM 2572808.1 |
 MF1444| CI7706 LISBON RM 3                          25.270 METERS 30723     |
 MF1444| CI7704 LISBON RM 1                          24.648 METERS 35217     |
 MF1444| CI7703 LISBON AZ MK                                       3560416.9 |
 MF1444|---------------------------------------------------------------------|
 MF1444
 MF1444                          SUPERSEDED SURVEY CONTROL
 MF1444
 MF1444  NAD 83(1997)-  41 28 45.39262(N)    088 28 55.67190(W) AD(       ) 2
 MF1444  NAD 83(1997)-  41 28 45.39550(N)    088 28 55.68169(W) AD(       ) 2
 MF1444  NAD 83(1986)-  41 28 45.39661(N)    088 28 55.68200(W) AD(       ) 2
 MF1444  NAD 27      -  41 28 45.28650(N)    088 28 55.42580(W) AD(       ) 2
 MF1444  NGVD 29 (07/19/86)  203.42   (m)          667.4    (f) LEVELING    3  
 MF1444
 MF1444.Superseded values are not recommended for survey control.
 MF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1444.See file dsdata.txt to determine how the superseded data were derived.
 MF1444
 MF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7625693024(NAD 83)
 MF1444_MARKER: DS = TRIANGULATION STATION DISK
 MF1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1444_STAMPING: LISBON 1954
 MF1444_MARK LOGO: CGS   
 MF1444_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1444+STABILITY: SURFACE MOTION
 MF1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1444+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 MF1444
 MF1444  HISTORY     - Date     Condition        Report By
 MF1444  HISTORY     - 1954     MONUMENTED       CGS
 MF1444  HISTORY     - 1956     GOOD             CGS
 MF1444  HISTORY     - 1972     GOOD             BRADY
 MF1444  HISTORY     - 1972     GOOD             LOCSUR
 MF1444  HISTORY     - 19820907 GOOD             NGS
 MF1444  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MF1444  HISTORY     - 200205   GOOD             ASCPC
 MF1444
 MF1444                          STATION DESCRIPTION
 MF1444
 MF1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1444'STATION IS LOCATED IN THE SOUTH SECTION OF LISBON, NEAR THE
 MF1444'NORTHWEST CORNER OF THE LISBON SCHOOL GROUNDS.  IT IS ABOUT
 MF1444'300 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL,
 MF1444'154 FEET SOUTHEAST OF THE INTERSECTION OF A PAVED NORTH-SOUTH
 MF1444'ROAD AND A GRAVEL CROSSROAD, 40 FEET EAST OF THE CENTER OF
 MF1444'THE PAVED ROAD, 39 FEET NORTHEAST OF A LONE 36 INCH MAPLE
 MF1444'TREE, 34 FEET SOUTHEAST OF A TELEPHONE POLE AND 29 FEET EAST
 MF1444'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 MF1444'STAMPED LISBON 1954.
 MF1444'
 MF1444'REFERENCE MARK NO. 1 IS 70 FEET SOUTH OF THE CENTER OF A GRAVEL
 MF1444'ROAD, 30 FEET EAST OF THE CENTER OF THE PAVED ROAD AND 2 FEET
 MF1444'EAST OF A ROW OF SMALL SHRUBS.  THE MARK IS FLUSH AND THE DISK
 MF1444'IS STAMPED LISBON NO 1 1954.
 MF1444'
 MF1444'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF A SIDEWALK, 27
 MF1444'FEET WEST OF THE CENTER OF THE PAVED ROAD AND 66 FEET SOUTH
 MF1444'OF A POWER LINE POLE WITH A TRANSFORMER.  THE MARK IS FLUSH
 MF1444'AND THE DISK IS STAMPED LISBON NO 2 1954.
 MF1444'
 MF1444'AZIMUTH MARK IS 68 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MF1444'A 2 STORY FRAME HOUSE, 20 FEET WEST OF THE CENTER OF A PAVED
 MF1444'ROAD, 7 FEET EAST OF THE EAST EDGE OF A SIDEWALK AND 1 FOOT
 MF1444'SOUTH OF A POWER LINE POLE AND WHITE WITNESS POST.  THE MARK
 MF1444'IS FLUSH AND THE DISK IS STAMPED LISBON 1954.
 MF1444'
 MF1444'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON PAVED
 MF1444'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT, WEST SIDE OF ROAD
 MF1444'AS DESCRIBED.
 MF1444'
 MF1444'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MF1444
 MF1444                          STATION RECOVERY (1956)
 MF1444
 MF1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1444'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK,
 MF1444'AZIMUTH MARK AND R.M. 2 WERE FOUND IN GOOD CONDITION.  FROM
 MF1444'ALL INDICATIONS R.M. 1 WAS DESTROYED BY GRADING MACHINERY.
 MF1444'THE DISTANCE TO R.M. 2 IS 0.04 OF A FOOT LONGER THAN PREVIOUSLY
 MF1444'MEASURED.  THE DIRECTIONS TO THE AZIMUTH MARK AND R.M. 2 CHECKED.
 MF1444'A NEW REFERENCE MARK WAS ESTABLISHED.  IT IS 27 FEET WEST OF
 MF1444'THE CENTER OF THE PAVED ROAD AND AT THE EAST EDGE OF A
 MF1444'SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS STAMPED LISBON NO 3
 MF1444'1954.  THE OLD DESCRIPTION IS ADEQUATE.
 MF1444'
 MF1444'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE
 MF1444'AZIMUTH MARK.
 MF1444'
 MF1444'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1444
 MF1444                          STATION RECOVERY (1972)
 MF1444
 MF1444'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ)
 MF1444'STATION RECOVERED BY--BRADY LAND SURVEYING INC.
 MF1444'
 MF1444'LISBON 1954-GOOD
 MF1444'
 MF1444'LISBON NO. 1 1954-GOOD
 MF1444'
 MF1444'LISBON NO. 3 1954-GOOD
 MF1444'
 MF1444'LISBON 1954 (AZIM)-GOOD
 MF1444
 MF1444                          STATION RECOVERY (1972)
 MF1444
 MF1444'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (ARS)
 MF1444'ALL MARKS RECOVERED IN GOOD COND. AS DESC.
 MF1444'
 MF1444'HORIZONTAL GEODETIC DISTANCE FROM STATION TO AZ MARK IS 1173.00
 MF1444'FT (SPUR LINE MEASURED WITH LASER RANGER)
 MF1444
 MF1444                          STATION RECOVERY (1982)
 MF1444
 MF1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MF1444'THE STATION MARK, RMS 2 AND 3 AND THE AZ MK WAS RECOVERED IN GOOD
 MF1444'CONDITION.  THE DISTANCE AND DIRECTION BETWEEN THE RMS CHECKED THE OLD
 MF1444'DATA.  THE LOCATION OF THE STATION IS STILL ADEQUATE.  THE STATION IS
 MF1444'A STANDARD CGS DISK STAMPED---LISBON 1954---, SET INTO THE TOP OF A
 MF1444'SQUARE CONCRETE MONUMENT, 12 INCHES (37 CM) IN DIAMETER, RECESSED, 2
 MF1444'INCHES (6 CM) BELOW THE GROUND.  THE STATION IS LOCATED 59.2 FT (18.0
 MF1444'M) E FROM A UTILITY POLE WITH A WITNESS SIGN NAILED TO IT, 142.0 FT
 MF1444'(43.3 M) S FROM THE APPROXIMATE CENTER OF JOLIET ROAD W, 37.0 FT (11.3
 MF1444'M) E FROM THE APPROXIMATE CENTER OF LISBON ROAD, 312.6 FT (95.3 M) NNW
 MF1444'FROM THE NW CORNER OF THE LISBON GRADE SCHOOL AND 35.0 FT (10.7 M) SSE
 MF1444'FROM A UTILITY POLE.  RM 2 IS A STANDARD CGS DISK STAMPED---LISBON NO
 MF1444'2 1954---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 MF1444'(37 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 66.0
 MF1444'FT (20.1 M) S FROM A UTLITY POLE WITH SIGN NAILED TO IT, 28.0 FT (8.5
 MF1444'M) W FROM THE APPROXIMATE CENTER OF LESBON ROAD, 32.6 FT (9.9 M) N
 MF1444'FROM A UTILITY POLE AND 0.6 FT (18.3 CM) E FROM THE E EDGE OF THE
 MF1444'SIDEWALK, AND LEVEL WITH THE STATION.  RM NO 3, IS A STANDARD CGS DISK
 MF1444'STAMPED---LISBON NO 3 1954--, SET INTO THE TOP OF A SQUARE CONCRETE
 MF1444'MONUMENT, 12 INCHES (37 CM) IN DIAMETER, FLUSH WITH GROUND. THE
 MF1444'STATION IS LOCATED 54.6 FT (16.6 M) S FROM A UTILITY POLE WITH A
 MF1444'WITNESS SIGN NAILED TO IT, 99.0 FT (30.2 M) S FROM THE APPROXIMATE
 MF1444'CENTER OF JOLIET ROAD W, 28.6 FT (8.7 M) W FROM THE APPROXIMATE CENTER
 MF1444'OF LISBON ROAD AND 0.6 FT (18.3 CM) E FROM THE E EDGE OF A SIDEWALK
 MF1444'AND LEVEL WITH THE STATION.  AZ MK NO 1, IS A STANDARD CGS DISK
 MF1444'STAMPED---LISBON 1954---, SET INTO THE TOP OF A SQUARE CONCRETE
 MF1444'MONUMENT, 12 INCHES (37 CM) IN DIAMETER, RECESSED 2 INCHES (6 CM)
 MF1444'ABOVE THE GROUND.  THE STATION IS LOCATED 20.5 FT (6.2 M) W FROM THE
 MF1444'APPROXIMATE CENTER OF LISBON ROAD, 31.6 FT (9.6 M) NNE FROM A 16-INCH
 MF1444'MAPLE TREE, 10.0 FT (3.0 M) E FROM THE APPROXIMATE CENTER OF A
 MF1444'SIDEWALK AND 1.6 FT (0.5 M) S FROM A WITNESS POST AND UTILITY POLE.
 MF1444'TO REACH THE AZ MK FROM THE STATION, GO N ON LISBON ROAD, FOR 0.25
 MF1444'MILES (0.40 KM) TO THE STATION ON LEFT BY A UTILITY POLE AND AT THE
 MF1444'RESIDENCE OF L E KNOBELOCH, THE MARK IS ON HWY RIGHT-OF-WAY.
 MF1444
 MF1444                          STATION RECOVERY (2001)
 MF1444
 MF1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1444
 MF1444                          STATION RECOVERY (2002)
 MF1444
 MF1444'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1444'RECOVERED AS DESCRIBED
 MF1444' 
 MF1444'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1298 ***********************************************************************
 MF1298  DESIGNATION -  LISLE MUNICIPAL TANK
 MF1298  PID         -  MF1298
 MF1298  STATE/COUNTY-  IL/DU PAGE
 MF1298  USGS QUAD   -  WHEATON (1993)
 MF1298
 MF1298                         *CURRENT SURVEY CONTROL
 MF1298  ___________________________________________________________________
 MF1298* NAD 83(1997)-  41 47 52.09569(N)    088 04 33.23342(W)     ADJUSTED  
 MF1298* NAVD 88     -                                                        
 MF1298  ___________________________________________________________________
 MF1298  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MF1298  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MF1298
 MF1298  HORZ ORDER  -  THIRD
 MF1298
 MF1298.The horizontal coordinates were established by classical geodetic methods
 MF1298.and adjusted by the National Geodetic Survey in October 1999..
 MF1298
 MF1298
 MF1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1298
 MF1298.The geoid height was determined by GEOID03.
 MF1298
 MF1298;                    North         East     Units Scale Factor Converg.
 MF1298;SPC IL E     -   569,677.070   321,395.560   MT  0.99998063   +0 10 17.7
 MF1298;SPC IL E     - 1,869,015.52  1,054,445.27   sFT  0.99998063   +0 10 17.7
 MF1298;UTM  16      - 4,627,886.462   410,614.558   MT  0.99969832   -0 43 01.7
 MF1298
 MF1298                          SUPERSEDED SURVEY CONTROL
 MF1298
 MF1298  NAD 83(1997)-  41 47 52.09577(N)    088 04 33.23406(W) AD(       ) 4
 MF1298  NAD 83(1986)-  41 47 52.09988(N)    088 04 33.24408(W) AD(       ) 4
 MF1298  NAD 27      -  41 47 51.99100(N)    088 04 33.01200(W) AD(       ) 3
 MF1298
 MF1298.Superseded values are not recommended for survey control.
 MF1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1298.See file dsdata.txt to determine how the superseded data were derived.
 MF1298
 MF1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1061527886(NAD 83)
 MF1298_MARKER: 53 = ELEVATED TANK
 MF1298
 MF1298  HISTORY     - Date     Condition        Report By
 MF1298  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1298  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 MF1298  HISTORY     - 20060121 MARK NOT FOUND   USPSQD
 MF1298
 MF1298                          STATION DESCRIPTION
 MF1298
 MF1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1298'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 MF1298'TANK LOCATED ON THE SOUTH SIDE OF BURLINGTON AVENUE SOUTH
 MF1298'OF THE INTERSECTION OF GARFIELD AVENUE IN THE SOUTHWEST
 MF1298'SECTION OF LISLE.  IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED
 MF1298'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME LISLE
 MF1298'PAINTED ON THE EAST AND WEST SIDES IN BLACK LETTERS.  THE
 MF1298'HEIGHT IS ABOUT 150 FEET.
 MF1298
 MF1298                          STATION RECOVERY (1991)
 MF1298
 MF1298'RECOVERY NOTE BY US POWER SQUADRON 1991 (MBO)
 MF1298'MARK NOT FOUND.
 MF1298
 MF1298                          STATION RECOVERY (2006)
 MF1298
 MF1298'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1298'SITE IS NOW OCCUPIED BY BY RESIDENTIAL DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1295 ***********************************************************************
 MF1295  DESIGNATION -  LISLE ST PROCOPIUS COLLEGE STK
 MF1295  PID         -  MF1295
 MF1295  STATE/COUNTY-  IL/DU PAGE
 MF1295  USGS QUAD   -  WHEATON (1993)
 MF1295
 MF1295                         *CURRENT SURVEY CONTROL
 MF1295  ___________________________________________________________________
 MF1295* NAD 83(1997)-  41 46 36.83500(N)    088 05 50.62643(W)     ADJUSTED  
 MF1295* NAVD 88     -                                                        
 MF1295  ___________________________________________________________________
 MF1295  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 MF1295  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF1295
 MF1295  HORZ ORDER  -  THIRD
 MF1295
 MF1295.The horizontal coordinates were established by classical geodetic methods
 MF1295.and adjusted by the National Geodetic Survey in October 1999..
 MF1295
 MF1295
 MF1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1295
 MF1295.The geoid height was determined by GEOID03.
 MF1295
 MF1295;                    North         East     Units Scale Factor Converg.
 MF1295;SPC IL E     -   567,350.015   319,615.216   MT  0.99997973   +0 09 25.9
 MF1295;SPC IL E     - 1,861,380.84  1,048,604.25   sFT  0.99997973   +0 09 25.9
 MF1295;UTM  16      - 4,625,587.938   408,798.850   MT  0.99970235   -0 43 52.2
 MF1295
 MF1295                          SUPERSEDED SURVEY CONTROL
 MF1295
 MF1295  NAD 83(1997)-  41 46 36.83503(N)    088 05 50.62696(W) AD(       ) 4
 MF1295  NAD 83(1986)-  41 46 36.83933(N)    088 05 50.63631(W) AD(       ) 4
 MF1295  NAD 27      -  41 46 36.73400(N)    088 05 50.39900(W) AD(       ) 3
 MF1295
 MF1295.Superseded values are not recommended for survey control.
 MF1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1295.See file dsdata.txt to determine how the superseded data were derived.
 MF1295
 MF1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0879925588(NAD 83)
 MF1295_MARKER: 63 = STACK
 MF1295
 MF1295  HISTORY     - Date     Condition        Report By
 MF1295  HISTORY     - 1944     FIRST OBSERVED   CGS
 MF1295  HISTORY     - 19970916 MARK NOT FOUND   USPSQD
 MF1295  HISTORY     - 19980418 GOOD             USPSQD
 MF1295
 MF1295                          STATION DESCRIPTION
 MF1295
 MF1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 MF1295'STATION IS LOCATED ABOUT 1.5 MILES SW OF THE VILLAGE OF LISLE,
 MF1295'ON GROUNDS OF THE ST. PROCOPIUS COLLEGE.  THE STACK IS LOCATED
 MF1295'AT THE POWER AND HEATING BUILDING.  IT IS A CONCRETE STRUCTURE,
 MF1295'ABOUT 157 FEET IN HEIGHT, AND IS 5 FEET 6 INCHES IN DIAMETER
 MF1295'AT THE TOP.  THE STACK WAS BUILT IN 1925.
 MF1295'
 MF1295'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34
 MF1295'AND STATE HIGHWAY 53 IN LISLE, GO S ON HIGHWAY 53 FOR 1.1
 MF1295'MILES TO CHICAGO AVENUE.  TURN RIGHT AND GO 0.95 MILE TO A
 MF1295'GRAVELED ROAD LEFT.  TURN LEFT AND GO 0.3 MILE TO A SIDE ROAD
 MF1295'ON THE RIGHT AND ENTRANCE TO THE COLLEGE.  TURN RIGHT AND
 MF1295'GO 0.15 MILE TO THE STACK.
 MF1295'
 MF1295'THE POINT SIGHTED UPON WAS THE TOP CENTER OF THE STACK.
 MF1295
 MF1295                          STATION RECOVERY (1997)
 MF1295
 MF1295'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1295'MARK NOT FOUND.
 MF1295
 MF1295                          STATION RECOVERY (1998)
 MF1295
 MF1295'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1305 ***********************************************************************
 MF1305  DESIGNATION -  LISLE ST PROCOPIUS COLLEGE TK
 MF1305  PID         -  MF1305
 MF1305  STATE/COUNTY-  IL/DU PAGE
 MF1305  USGS QUAD   -  WHEATON (1993)
 MF1305
 MF1305                         *CURRENT SURVEY CONTROL
 MF1305  ___________________________________________________________________
 MF1305* NAD 83(1997)-  41 46 36.27168(N)    088 05 53.23594(W)     ADJUSTED  
 MF1305* NAVD 88     -                                                        
 MF1305  ___________________________________________________________________
 MF1305  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 MF1305  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF1305
 MF1305  HORZ ORDER  -  THIRD
 MF1305
 MF1305.The horizontal coordinates were established by classical geodetic methods
 MF1305.and adjusted by the National Geodetic Survey in October 1999..
 MF1305
 MF1305
 MF1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1305
 MF1305.The geoid height was determined by GEOID03.
 MF1305
 MF1305;                    North         East     Units Scale Factor Converg.
 MF1305;SPC IL E     -   567,332.470   319,555.000   MT  0.99997970   +0 09 24.1
 MF1305;SPC IL E     - 1,861,323.28  1,048,406.70   sFT  0.99997970   +0 09 24.1
 MF1305;UTM  16      - 4,625,571.334   408,738.386   MT  0.99970249   -0 43 53.9
 MF1305
 MF1305                          SUPERSEDED SURVEY CONTROL
 MF1305
 MF1305  NAD 83(1997)-  41 46 36.27168(N)    088 05 53.23646(W) AD(       ) 4
 MF1305  NAD 83(1986)-  41 46 36.27545(N)    088 05 53.24736(W) AD(       ) 4
 MF1305  NAD 27      -  41 46 36.17100(N)    088 05 53.00800(W) AD(       ) 3
 MF1305
 MF1305.Superseded values are not recommended for survey control.
 MF1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1305.See file dsdata.txt to determine how the superseded data were derived.
 MF1305
 MF1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM0873825571(NAD 83)
 MF1305_MARKER: 53 = ELEVATED TANK
 MF1305
 MF1305  HISTORY     - Date     Condition        Report By
 MF1305  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1305  HISTORY     - 19830616 GOOD             NGS
 MF1305  HISTORY     - 1991     GOOD             USPSQD
 MF1305  HISTORY     - 19970915 GOOD             USPSQD
 MF1305  HISTORY     - 19980418 GOOD             USPSQD
 MF1305
 MF1305                          STATION DESCRIPTION
 MF1305
 MF1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1305'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF
 MF1305'THE ST. PROCOPIUS COLLEGE AND ACADEMY LOCATED ABOUT 3 MILES
 MF1305'EAST OF NAPERVILLE AND ABOUT 1-1/2 MILES SOUTHWEST OF LISLE.
 MF1305'THE TANK IS AT THE SOUTHWEST SIDE OF THE MAIN BUILDINGS OF
 MF1305'THE COLLEGE ABOUT 150 FEET SOUTHWEST OF THE POWER PLANT.
 MF1305'IT IS A STEEL TANK SUPPORTED BY 4 TUBULAR STEEL LEGS AND
 MF1305'IS PAINTED SILVER WITH THE NAME ST PROCOPIUS PAINTED ON THE
 MF1305'NORTH SIDE IN BLACK LETTERS.  THE HEIGHT IS ABOUT 130 FEET.
 MF1305
 MF1305                          STATION RECOVERY (1983)
 MF1305
 MF1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MF1305'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 MF1305'THE COLLEGE MENTIONED IN THE OLD DESCRIPTION IS NOW THE ILLINOIS
 MF1305'BENEDICTINE COLLEGE AND THE TANK HAS THE LETTERS IBC PAINTED IN RED ON
 MF1305'THE TANK.  THE REST OF THE DESCRIPTION IS STILL ADEQUATE.
 MF1305
 MF1305                          STATION RECOVERY (1991)
 MF1305
 MF1305'RECOVERY NOTE BY US POWER SQUADRON 1991 (MBO)
 MF1305'RECOVERED IN GOOD CONDITION.
 MF1305
 MF1305                          STATION RECOVERY (1997)
 MF1305
 MF1305'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1305'RECOVERED IN GOOD CONDITION.
 MF1305
 MF1305                          STATION RECOVERY (1998)
 MF1305
 MF1305'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF1305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0876 ***********************************************************************
 KB0876  DESIGNATION -  LITCHFIELD 2
 KB0876  PID         -  KB0876
 KB0876  STATE/COUNTY-  IL/MONTGOMERY
 KB0876  USGS QUAD   -  LITCHFIELD (1974)
 KB0876
 KB0876                         *CURRENT SURVEY CONTROL
 KB0876  ___________________________________________________________________
 KB0876* NAD 83(1997)-  39 10 41.96618(N)    089 39 58.47133(W)     ADJUSTED  
 KB0876* NAVD 88     -       207.07   (meters)     679.4    (feet)  RESET     
 KB0876  ___________________________________________________________________
 KB0876  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 KB0876  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KB0876
 KB0876  HORZ ORDER  -  SECOND
 KB0876  VERT ORDER  -  THIRD
 KB0876
 KB0876.The horizontal coordinates were established by classical geodetic methods
 KB0876.and adjusted by the National Geodetic Survey in October 1999..
 KB0876.No horizontal observational check was made to the station.
 KB0876
 KB0876.The orthometric height was computed from unverified reset data.
 KB0876.No vertical observational check was made to the station.
 KB0876
 KB0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0876
 KB0876.The geoid height was determined by GEOID03.
 KB0876
 KB0876;                    North         East     Units Scale Factor Converg.
 KB0876;SPC IL W     -   278,884.428   743,238.531   MT  0.99996419   +0 18 58.1
 KB0876;SPC IL W     -   914,973.33  2,438,441.75   sFT  0.99996419   +0 18 58.1
 KB0876;UTM  16      - 4,339,952.341   269,689.113   MT  1.00025317   -1 41 06.4
 KB0876
 KB0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0876!SPC IL W     -   0.99997242  x   0.99996419  =   0.99993661
 KB0876!UTM  16      -   0.99997242  x   1.00025317  =   1.00022559
 KB0876
 KB0876|---------------------------------------------------------------------|
 KB0876| PID    Reference Object                     Distance      Geod. Az  |
 KB0876|                                                           dddmmss.s |
 KB0876| KB0875 LITCHFIELD                           22.941 METERS 08521     |
 KB0876| KB0874 LITCHFIELD RM 3                      48.820 METERS 08956     |
 KB0876| CI7707 LITCHFIELD AZ MK                                   0925634.8 |
 KB0876| KB0877 LITCHFIELD RM 4                      10.013 METERS 14003     |
 KB0876|---------------------------------------------------------------------|
 KB0876
 KB0876                          SUPERSEDED SURVEY CONTROL
 KB0876
 KB0876  NAD 83(1986)-  39 10 41.97193(N)    089 39 58.46456(W) AD(       ) 2
 KB0876  NAD 27      -  39 10 41.80170(N)    089 39 58.14560(W) AD(       ) 2
 KB0876  NGVD 29 (??/??/??)  207.20   (m)          679.8    (f) RESET       3  
 KB0876
 KB0876.Superseded values are not recommended for survey control.
 KB0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0876.See file dsdata.txt to determine how the superseded data were derived.
 KB0876
 KB0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6968939952(NAD 83)
 KB0876_MARKER: DS = TRIANGULATION STATION DISK
 KB0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0876_STAMPING: LITCHFIELD 2 1960
 KB0876_MARK LOGO: CGS   
 KB0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0876+STABILITY: SURFACE MOTION
 KB0876
 KB0876  HISTORY     - Date     Condition        Report By
 KB0876  HISTORY     - 1960     MONUMENTED       CGS
 KB0876  HISTORY     - 1960     GOOD             CGS
 KB0876  HISTORY     - 1973     MARK NOT FOUND   USGS
 KB0876
 KB0876                          STATION DESCRIPTION
 KB0876
 KB0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
 KB0876'STATION IS LOCATED IN THE WEST EDGE OF LITCHFIELD, 0.1 MILE EAST OF
 KB0876'THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE 16 AND ON THE
 KB0876'ROAD RIGHT-OF-WAY JUST SOUTHWEST OF AN I.G.A. FOOD MARKET BUILDING.
 KB0876'
 KB0876'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE ROUTE 16 IN
 KB0876'THE WEST EDGE OF LITCHFIELD, GO EAST ON STATE ROUTE 16 FOR 0.1
 KB0876'MILE TO CROSSROAD OLD U.S. HIGHWAY 66 , AND STATION IN NORTHEAST
 KB0876'CORNER OF INTERSECTION AS DESCRIBED.
 KB0876'
 KB0876'STATION MARK, A STANDARD STATION DISK STAMPED LITCHFIELD 2 1960, IS
 KB0876'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET
 KB0876'FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 153.2 FEET
 KB0876'SOUTHWEST OF THE SOUTHWEST CORNER OF I.G.A.  BUILDING, 121.4 FEET
 KB0876'NORTHEAST OF A TRIANGLE FORMED BY ROADS, 69 FEET EAST OF THE CENTER
 KB0876'OF ROAD AND 67 FEET NORTH OF THE CENTER OF STATE ROUTE 16.
 KB0876'
 KB0876'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED LITCHFIELD NO 3
 KB0876'1934, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 KB0876'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 228.0
 KB0876'FEET EAST OF THE CENTER OF ROAD, 112 FEET SOUTH OF SOUTH SIDE OF
 KB0876'I.G.A. BUILDING AND 40.5 FEET NORTH OF STATE ROUTE 16.
 KB0876'
 KB0876'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED LITCHFIELD NO 4
 KB0876'1934, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 KB0876'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 160
 KB0876'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 KB0876'I.G.A. BUILDING, 95 FEET EAST OF THE CENTER OF ROAD AND 37.6 FEET
 KB0876'NORTH OF THE CENTER OF STATE ROUTE 16.
 KB0876'
 KB0876'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED LITCHFIELD 1934
 KB0876'RESET 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 KB0876'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND. THE MARK IS 29.5
 KB0876'FEET WEST OF A POWER POLE WITH A TRANSFORMER, 21 FEET SOUTH OF
 KB0876'THE CENTER OF STATE ROUTE 16 AND 15 FEET WEST OF CENTER OF DRIVEWAY
 KB0876'ENTRANCE TO DRIVE INN.
 KB0876'
 KB0876'TO REACH THE AZIMUTH MARK FROM STATION, GO EAST ON STATE ROUTE 16 FOR
 KB0876'0.2 MILE TO AZIMUTH MARK ON SOUTH SIDE OF ROAD AS DESCRIBED.
 KB0876'
 KB0876'A TRAVERSE CONNECTION WAS MADE FROM STATION LITCHFIELD 2 TO STATION
 KB0876'LITCHFIELD 1934 AND THE DISTANCE IS 22.941 METERS. AFTER
 KB0876'OBSERVATIONS AND TRAVERSE MEASUREMENTS WERE COMPLETED, STATION
 KB0876'LITCHFIELD 1934 WAS DESTROYED BY THIS PARTY.
 KB0876'
 KB0876'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KB0876
 KB0876                          STATION RECOVERY (1960)
 KB0876
 KB0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KB0876'IN LITCHFIELD.
 KB0876'ABOUT 0.10 MILE EAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 KB0876'STATE HIGHWAY 16 AND U.S. HIGHWAY 66, AT THE JUNCTION OF STATE
 KB0876'HIGHWAY 16 AND OLD U.S. HIGHWAY 66, IN THE WEST PART OF
 KB0876'LITCHFIELD, 67 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 16
 KB0876'69 FEET EAST OF THE CENTER LINE OF OLD U.S. 66, 120 FEET
 KB0876'NORTHEAST OF THE CENTER OF THE JUNCTION, 153 FEET SOUTHWEST OF
 KB0876'THE SOUTHWEST CORNER OF THE IGA FOOD STORE BUILDING, ABOUT LEVEL
 KB0876'WITH STATE HIGHWAY 16, AND SET IN THE TOP OF A CONCRETE POST
 KB0876'FLUSH WITH THE GROUND.
 KB0876
 KB0876                          STATION RECOVERY (1973)
 KB0876
 KB0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KB0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1444 ***********************************************************************
 KB1444  DESIGNATION -  LITCHFIELD AMER RADIATOR STK
 KB1444  PID         -  KB1444
 KB1444  STATE/COUNTY-  IL/MONTGOMERY
 KB1444  USGS QUAD   -  LITCHFIELD (1974)
 KB1444
 KB1444                         *CURRENT SURVEY CONTROL
 KB1444  ___________________________________________________________________
 KB1444* NAD 83(1997)-  39 10 14.93498(N)    089 38 29.09047(W)     ADJUSTED  
 KB1444* NAVD 88     -                                                        
 KB1444  ___________________________________________________________________
 KB1444  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 KB1444  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KB1444
 KB1444  HORZ ORDER  -  THIRD
 KB1444
 KB1444.The horizontal coordinates were established by classical geodetic methods
 KB1444.and adjusted by the National Geodetic Survey in October 1999..
 KB1444
 KB1444
 KB1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1444
 KB1444.The geoid height was determined by GEOID03.
 KB1444
 KB1444;                    North         East     Units Scale Factor Converg.
 KB1444;SPC IL W     -   278,062.998   745,388.602   MT  0.99996653   +0 19 54.4
 KB1444;SPC IL W     -   912,278.35  2,445,495.77   sFT  0.99996653   +0 19 54.4
 KB1444;UTM  16      - 4,339,056.082   271,809.788   MT  1.00024119   -1 40 08.9
 KB1444
 KB1444                          SUPERSEDED SURVEY CONTROL
 KB1444
 KB1444  NAD 83(1986)-  39 10 14.94102(N)    089 38 29.08508(W) AD(       ) 4
 KB1444  NAD 27      -  39 10 14.77000(N)    089 38 28.76700(W) AD(       ) 3
 KB1444
 KB1444.Superseded values are not recommended for survey control.
 KB1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1444.See file dsdata.txt to determine how the superseded data were derived.
 KB1444
 KB1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7181039056(NAD 83)
 KB1444_MARKER: 63 = STACK
 KB1444
 KB1444  HISTORY     - Date     Condition        Report By
 KB1444  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1444
 KB1444                          STATION DESCRIPTION
 KB1444
 KB1444'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5455 ***********************************************************************
 DE5455  DESIGNATION -  LITCHFIELD AZ
 DE5455  PID         -  DE5455
 DE5455  STATE/COUNTY-  IL/MONTGOMERY
 DE5455  USGS QUAD   -  LITCHFIELD (1974)
 DE5455
 DE5455                         *CURRENT SURVEY CONTROL
 DE5455  ___________________________________________________________________
 DE5455* NAD 83(1997)-  39 11 36.21703(N)    089 39 45.96374(W)     ADJUSTED  
 DE5455* NAVD 88     -       215.6    (meters)     707.     (feet)  GPS OBS   
 DE5455  ___________________________________________________________________
 DE5455  X           -      29,134.201 (meters)                     COMP
 DE5455  Y           -  -4,949,844.719 (meters)                     COMP
 DE5455  Z           -   4,009,095.973 (meters)                     COMP
 DE5455  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DE5455  ELLIP HEIGHT-         184.24  (meters)          (02/03/05) GPS OBS
 DE5455  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 DE5455
 DE5455  HORZ ORDER  -  B
 DE5455  ELLP ORDER  -  FOURTH    CLASS II
 DE5455
 DE5455.The horizontal coordinates were established by GPS observations
 DE5455.and adjusted by the IL DEPT OF TRANSP in May 2002..
 DE5455
 DE5455.The orthometric height was determined by GPS observations and a
 DE5455.high-resolution geoid model.
 DE5455
 DE5455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5455
 DE5455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5455
 DE5455.The ellipsoidal height was determined by GPS observations
 DE5455.and is referenced to NAD 83.
 DE5455
 DE5455.The geoid height was determined by GEOID03.
 DE5455
 DE5455;                    North         East     Units Scale Factor Converg.
 DE5455;SPC IL W     -   280,559.027   743,529.431   MT  0.99996450   +0 19 06.4
 DE5455;SPC IL W     -   920,467.41  2,439,396.14   sFT  0.99996450   +0 19 06.4
 DE5455;UTM  16      - 4,341,616.236   270,038.425   MT  1.00025118   -1 41 00.4
 DE5455
 DE5455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5455!SPC IL W     -   0.99997109  x   0.99996450  =   0.99993560
 DE5455!UTM  16      -   0.99997109  x   1.00025118  =   1.00022227
 DE5455
 DE5455:                Primary Azimuth Mark                     Grid Az
 DE5455:SPC IL W     -  LITCHFIELD DEPOT                         022 58 26.2
 DE5455:UTM  16      -  LITCHFIELD DEPOT                         024 58 33.0
 DE5455
 DE5455|---------------------------------------------------------------------|
 DE5455| PID    Reference Object                     Distance      Geod. Az  |
 DE5455|                                                           dddmmss.s |
 DE5455| DE5454 LITCHFIELD DEPOT                    APPROX. 1.3 KM 0231732.6 |
 DE5455|---------------------------------------------------------------------|
 DE5455
 DE5455                          SUPERSEDED SURVEY CONTROL
 DE5455
 DE5455  ELLIP H (05/21/02)  184.28   (m)                       GP(       ) 2 1
 DE5455
 DE5455.Superseded values are not recommended for survey control.
 DE5455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5455.See file dsdata.txt to determine how the superseded data were derived.
 DE5455
 DE5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7003841616(NAD 83)
 DE5455_MARKER: DD = SURVEY DISK
 DE5455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5455_STAMPING: LITCHFIELD AZ 1996
 DE5455_MARK LOGO: ILDT  
 DE5455_PROJECTION: FLUSH
 DE5455_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5455+STABILITY: SURFACE MOTION
 DE5455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5455+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 DE5455
 DE5455  HISTORY     - Date     Condition        Report By
 DE5455  HISTORY     - 1996     MONUMENTED       ILDT
 DE5455  HISTORY     - 20020328 GOOD             ILDT
 DE5455
 DE5455                          STATION DESCRIPTION
 DE5455
 DE5455'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (GLW)
 DE5455'STATION IS LOCATED NORTH OF LITCHFEILD. TO REACH FROM THE JUNCTION OF
 DE5455'IL 16 AND OLD US 66
 DE5455'IN LITCHFEILD GO  NORTH  ON OLD US 66  FOR 1.05 MI (1.69 KM) TO A
 DE5455'RAILROAD BRIDGES 86-033 AND
 DE5455'86-032.  AND STATION LEFT ON GRASS MEDIAN 5.9 M EAST OF CORNER OF CONC
 DE5455'HANDRAIL OF BRIDGE
 DE5455'86-033 AND 11.3 M NW OF CONC HANDRAIL FOR BRIDGE 86-032
 DE5455' 
 DE5455'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0873 ***********************************************************************
 KB0873  DESIGNATION -  LITCHFIELD AZ MK RESET
 KB0873  PID         -  KB0873
 KB0873  STATE/COUNTY-  IL/MACOUPIN
 KB0873  USGS QUAD   -  LITCHFIELD (1974)
 KB0873
 KB0873                         *CURRENT SURVEY CONTROL
 KB0873  ___________________________________________________________________
 KB0873* NAD 83(1986)-  39 10 42.     (N)    089 39 41.     (W)     SCALED    
 KB0873* NAVD 88     -       207.910  (meters)     682.12   (feet)  ADJUSTED  
 KB0873  ___________________________________________________________________
 KB0873  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KB0873  DYNAMIC HT  -         207.790 (meters)     681.72  (feet)  COMP
 KB0873  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 KB0873
 KB0873  VERT ORDER  -  SECOND    CLASS 0
 KB0873
 KB0873.The horizontal coordinates were scaled from a topographic map and have
 KB0873.an estimated accuracy of +/- 6 seconds.
 KB0873
 KB0873.The orthometric height was determined by differential leveling
 KB0873.and adjusted by the National Geodetic Survey in June 1991..
 KB0873
 KB0873.The geoid height was determined by GEOID03.
 KB0873
 KB0873.The dynamic height is computed by dividing the NAVD 88
 KB0873.geopotential number by the normal gravity value computed on the
 KB0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0873.degrees latitude (g = 980.6199 gals.).
 KB0873
 KB0873.The modeled gravity was interpolated from observed gravity values.
 KB0873
 KB0873;                    North         East    Units  Estimated Accuracy
 KB0873;SPC IL W     -   278,890.      743,660.      MT  (+/- 180 meters Scaled)
 KB0873
 KB0873                          SUPERSEDED SURVEY CONTROL
 KB0873
 KB0873  NGVD 29 (??/??/92)  208.037  (m)          682.53   (f) ADJ UNCH    2 0
 KB0873
 KB0873.Superseded values are not recommended for survey control.
 KB0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0873.See file dsdata.txt to determine how the superseded data were derived.
 KB0873
 KB0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ701399(NAD 83)
 KB0873_MARKER: DZ = AZIMUTH MARK DISK
 KB0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0873_STAMPING: LITCHFIELD 1934 RESET 1960
 KB0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0873+STABILITY: SURFACE MOTION
 KB0873
 KB0873  HISTORY     - Date     Condition        Report By
 KB0873  HISTORY     - 1960     MONUMENTED       CGS
 KB0873
 KB0873                          STATION DESCRIPTION
 KB0873
 KB0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0873'0.3 MI E FROM LITCHFIELD.
 KB0873'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 KB0873'WITH U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY) IN LITCHFIELD, AT
 KB0873'THE WEST ENTRANCE TO THE COZY DOG DRIVE-IN, 21 FEET SOUTH OF THE
 KB0873'CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE CENTER LINE OF
 KB0873'THE WEST ENTRANCE TO THE DRIVE-IN, 15 FEET NORTHEAST OF A FENCE
 KB0873'CORNER, 29 FEET WEST AND ACROSS THE ENTRANCE FROM A POWER POLE
 KB0873'WITH A TRANSFORMER, 3 FEET SOUTH-SOUTHWEST OF THE WEST END OF A
 KB0873'12-INCH CORRUGATED PIPE CULVERT, ABOUT 1 FOOT ABOVE THE LEVEL OF
 KB0873'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KB0873'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1441 ***********************************************************************
 KB1441  DESIGNATION -  LITCHFIELD BROWN SHOE CO STK
 KB1441  PID         -  KB1441
 KB1441  STATE/COUNTY-  IL/MONTGOMERY
 KB1441  USGS QUAD   -  LITCHFIELD (1974)
 KB1441
 KB1441                         *CURRENT SURVEY CONTROL
 KB1441  ___________________________________________________________________
 KB1441* NAD 83(1997)-  39 10 26.35344(N)    089 39 14.74077(W)     ADJUSTED  
 KB1441* NAVD 88     -                                                        
 KB1441  ___________________________________________________________________
 KB1441  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KB1441  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KB1441
 KB1441  HORZ ORDER  -  THIRD
 KB1441
 KB1441.The horizontal coordinates were established by classical geodetic methods
 KB1441.and adjusted by the National Geodetic Survey in October 1999..
 KB1441
 KB1441
 KB1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1441
 KB1441.The geoid height was determined by GEOID03.
 KB1441
 KB1441;                    North         East     Units Scale Factor Converg.
 KB1441;SPC IL W     -   278,408.840   744,290.836   MT  0.99996532   +0 19 25.6
 KB1441;SPC IL W     -   913,413.00  2,441,894.18   sFT  0.99996532   +0 19 25.6
 KB1441;UTM  16      - 4,339,440.151   270,724.465   MT  1.00024731   -1 40 38.1
 KB1441
 KB1441                          SUPERSEDED SURVEY CONTROL
 KB1441
 KB1441  NAD 83(1986)-  39 10 26.35943(N)    089 39 14.73476(W) AD(       ) 4
 KB1441  NAD 27      -  39 10 26.18900(N)    089 39 14.41800(W) AD(       ) 3
 KB1441
 KB1441.Superseded values are not recommended for survey control.
 KB1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1441.See file dsdata.txt to determine how the superseded data were derived.
 KB1441
 KB1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7072439440(NAD 83)
 KB1441_MARKER: 63 = STACK
 KB1441
 KB1441  HISTORY     - Date     Condition        Report By
 KB1441  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1441
 KB1441                          STATION DESCRIPTION
 KB1441
 KB1441'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1442 ***********************************************************************
 KB1442  DESIGNATION -  LITCHFIELD BROWN SHOE CO TK
 KB1442  PID         -  KB1442
 KB1442  STATE/COUNTY-  IL/MONTGOMERY
 KB1442  USGS QUAD   -  LITCHFIELD (1974)
 KB1442
 KB1442                         *CURRENT SURVEY CONTROL
 KB1442  ___________________________________________________________________
 KB1442* NAD 83(1997)-  39 10 27.13783(N)    089 39 15.18586(W)     ADJUSTED  
 KB1442* NAVD 88     -                                                        
 KB1442  ___________________________________________________________________
 KB1442  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 KB1442  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KB1442
 KB1442  HORZ ORDER  -  THIRD
 KB1442
 KB1442.The horizontal coordinates were established by classical geodetic methods
 KB1442.and adjusted by the National Geodetic Survey in October 1999..
 KB1442
 KB1442
 KB1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1442
 KB1442.The geoid height was determined by GEOID03.
 KB1442
 KB1442;                    North         East     Units Scale Factor Converg.
 KB1442;SPC IL W     -   278,432.968   744,280.016   MT  0.99996531   +0 19 25.4
 KB1442;SPC IL W     -   913,492.16  2,441,858.69   sFT  0.99996531   +0 19 25.4
 KB1442;UTM  16      - 4,339,464.649   270,714.491   MT  1.00024736   -1 40 38.5
 KB1442
 KB1442                          SUPERSEDED SURVEY CONTROL
 KB1442
 KB1442  NAD 83(1986)-  39 10 27.14378(N)    089 39 15.17972(W) AD(       ) 4
 KB1442  NAD 27      -  39 10 26.97500(N)    089 39 14.86800(W) AD(       ) 3
 KB1442
 KB1442.Superseded values are not recommended for survey control.
 KB1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1442.See file dsdata.txt to determine how the superseded data were derived.
 KB1442
 KB1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7071439465(NAD 83)
 KB1442_MARKER: 51 = TANK
 KB1442
 KB1442  HISTORY     - Date     Condition        Report By
 KB1442  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1442
 KB1442                          STATION DESCRIPTION
 KB1442
 KB1442'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1440 ***********************************************************************
 KB1440  DESIGNATION -  LITCHFIELD CATH CHURCH SPIRE
 KB1440  PID         -  KB1440
 KB1440  STATE/COUNTY-  IL/MONTGOMERY
 KB1440  USGS QUAD   -  LITCHFIELD (1974)
 KB1440
 KB1440                         *CURRENT SURVEY CONTROL
 KB1440  ___________________________________________________________________
 KB1440* NAD 83(1997)-  39 10 20.68700(N)    089 39 18.42172(W)     ADJUSTED  
 KB1440* NAVD 88     -                                                        
 KB1440  ___________________________________________________________________
 KB1440  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 KB1440  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KB1440
 KB1440  HORZ ORDER  -  THIRD
 KB1440
 KB1440.The horizontal coordinates were established by classical geodetic methods
 KB1440.and adjusted by the National Geodetic Survey in October 1999..
 KB1440
 KB1440
 KB1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1440
 KB1440.The geoid height was determined by GEOID03.
 KB1440
 KB1440;                    North         East     Units Scale Factor Converg.
 KB1440;SPC IL W     -   278,233.605   744,203.469   MT  0.99996523   +0 19 23.3
 KB1440;SPC IL W     -   912,838.09  2,441,607.55   sFT  0.99996523   +0 19 23.3
 KB1440;UTM  16      - 4,339,268.025   270,631.006   MT  1.00024783   -1 40 40.3
 KB1440
 KB1440                          SUPERSEDED SURVEY CONTROL
 KB1440
 KB1440  NAD 83(1986)-  39 10 20.69297(N)    089 39 18.41547(W) AD(       ) 4
 KB1440  NAD 27      -  39 10 20.52400(N)    089 39 18.10100(W) AD(       ) 3
 KB1440
 KB1440.Superseded values are not recommended for survey control.
 KB1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1440.See file dsdata.txt to determine how the superseded data were derived.
 KB1440
 KB1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7063139268(NAD 83)
 KB1440_MARKER: 90 = CHURCH SPIRE
 KB1440
 KB1440  HISTORY     - Date     Condition        Report By
 KB1440  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1440  HISTORY     - 1960     GOOD             CGS
 KB1440
 KB1440                          STATION DESCRIPTION
 KB1440
 KB1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1440'STATION IS LOCATED 0.4 MILE SOUTH OF THE INTERSECTION OF STATE ROUTE
 KB1440'16 AND STATE STREET IN LITCHFIELD.
 KB1440'
 KB1440'THE STATION IS A BRICK CHURCH, HAS GREY SHINGLED SPIRE WITH GOLD
 KB1440'CROSS ON TOP AND IS APPROXIMATELY 145 FEET HIGH.
 KB1440'
 KB1440'POINT INTERSECTED WAS CROSS ON TOP.
 KB1440'
 KB1440'THIS STATION WAS INTERSECTED IN 1934 BUT NOT DESCRIBED. THE CHURCH IS
 KB1440'NOW NAMED ST. MARYS CATHOLIC CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5454 ***********************************************************************
 DE5454  DESIGNATION -  LITCHFIELD DEPOT
 DE5454  PID         -  DE5454
 DE5454  STATE/COUNTY-  IL/MONTGOMERY
 DE5454  USGS QUAD   -  LITCHFIELD (1974)
 DE5454
 DE5454                         *CURRENT SURVEY CONTROL
 DE5454  ___________________________________________________________________
 DE5454* NAD 83(1997)-  39 12 15.09374(N)    089 39 24.45175(W)     ADJUSTED  
 DE5454* NAVD 88     -       204.1    (meters)     670.     (feet)  GPS OBS   
 DE5454  ___________________________________________________________________
 DE5454  X           -      29,645.843 (meters)                     COMP
 DE5454  Y           -  -4,949,075.048 (meters)                     COMP
 DE5454  Z           -   4,010,017.865 (meters)                     COMP
 DE5454  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 DE5454  ELLIP HEIGHT-         172.79  (meters)          (02/03/05) GPS OBS
 DE5454  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 DE5454
 DE5454  HORZ ORDER  -  FIRST
 DE5454  ELLP ORDER  -  FOURTH    CLASS II
 DE5454
 DE5454.The horizontal coordinates were established by GPS observations
 DE5454.and adjusted by the IL DEPT OF TRANSP in May 2002..
 DE5454
 DE5454.The orthometric height was determined by GPS observations and a
 DE5454.high-resolution geoid model.
 DE5454
 DE5454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5454
 DE5454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5454
 DE5454.The ellipsoidal height was determined by GPS observations
 DE5454.and is referenced to NAD 83.
 DE5454
 DE5454.The geoid height was determined by GEOID03.
 DE5454
 DE5454;                    North         East     Units Scale Factor Converg.
 DE5454;SPC IL W     -   281,760.759   744,038.891   MT  0.99996505   +0 19 20.2
 DE5454;SPC IL W     -   924,410.09  2,441,067.59   sFT  0.99996505   +0 19 20.2
 DE5454;UTM  16      - 4,342,799.773   270,589.714   MT  1.00024806   -1 40 48.2
 DE5454
 DE5454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5454!SPC IL W     -   0.99997289  x   0.99996505  =   0.99993794
 DE5454!UTM  16      -   0.99997289  x   1.00024806  =   1.00022094
 DE5454
 DE5454:                Primary Azimuth Mark                     Grid Az
 DE5454:SPC IL W     -  LITCHFIELD AZ                            202 58 26.0
 DE5454:UTM  16      -  LITCHFIELD AZ                            204 58 34.4
 DE5454
 DE5454|---------------------------------------------------------------------|
 DE5454| PID    Reference Object                     Distance      Geod. Az  |
 DE5454|                                                           dddmmss.s |
 DE5454| DE5455 LITCHFIELD AZ                       APPROX. 1.3 KM 2031746.2 |
 DE5454|---------------------------------------------------------------------|
 DE5454
 DE5454                          SUPERSEDED SURVEY CONTROL
 DE5454
 DE5454  ELLIP H (05/21/02)  172.82   (m)                       GP(       ) 2 1
 DE5454
 DE5454.Superseded values are not recommended for survey control.
 DE5454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5454.See file dsdata.txt to determine how the superseded data were derived.
 DE5454
 DE5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7059042800(NAD 83)
 DE5454_MARKER: DD = SURVEY DISK
 DE5454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5454_STAMPING: LITCHFIELD DEPOT 1996
 DE5454_MARK LOGO: ILDT  
 DE5454_PROJECTION: FLUSH
 DE5454_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5454+STABILITY: SURFACE MOTION
 DE5454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5454+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 DE5454
 DE5454  HISTORY     - Date     Condition        Report By
 DE5454  HISTORY     - 1996     MONUMENTED       ILDT
 DE5454  HISTORY     - 20020328 GOOD             ILDT
 DE5454
 DE5454                          STATION DESCRIPTION
 DE5454
 DE5454'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (GLW)
 DE5454'STATION IS LOCATED NORTH OF LITCHFEILD. TO REACH FROM THE JUNCTION OF
 DE5454'IL 16 AND OLD US 66
 DE5454'IN LITCHFEILD GO  NORTH  ON OLD US 66  FOR 1.85 MI (2.98 KM) TO IDOT
 DE5454'OPERATIONS YARD. STATION
 DE5454'LOCATED INSIDE AND JUST SOUTH OF MAIN GATE, 5.0 M (16.4 FT) SOUTHEAST
 DE5454'FROM SOUTH GATE
 DE5454'POST, 3.3M (10.8 FT) SOUTHWEST OF FENCE CORNER.
 DE5454' 
 DE5454' 
 DE5454' 
 DE5454'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1443 ***********************************************************************
 KB1443  DESIGNATION -  LITCHFIELD MUNICIPAL TANK
 KB1443  PID         -  KB1443
 KB1443  STATE/COUNTY-  IL/MONTGOMERY
 KB1443  USGS QUAD   -  LITCHFIELD (1974)
 KB1443
 KB1443                         *CURRENT SURVEY CONTROL
 KB1443  ___________________________________________________________________
 KB1443* NAD 83(1997)-  39 10 30.63195(N)    089 39 03.67416(W)     ADJUSTED  
 KB1443* NAVD 88     -                                                        
 KB1443  ___________________________________________________________________
 KB1443  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KB1443  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KB1443
 KB1443  HORZ ORDER  -  THIRD
 KB1443
 KB1443.The horizontal coordinates were established by classical geodetic methods
 KB1443.and adjusted by the National Geodetic Survey in October 1999..
 KB1443
 KB1443
 KB1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1443
 KB1443.The geoid height was determined by GEOID03.
 KB1443
 KB1443;                    North         East     Units Scale Factor Converg.
 KB1443;SPC IL W     -   278,542.282   744,555.714   MT  0.99996561   +0 19 32.6
 KB1443;SPC IL W     -   913,850.80  2,442,763.21   sFT  0.99996561   +0 19 32.6
 KB1443;UTM  16      - 4,339,564.297   270,993.916   MT  1.00024579   -1 40 31.3
 KB1443
 KB1443                          SUPERSEDED SURVEY CONTROL
 KB1443
 KB1443  NAD 83(1986)-  39 10 30.63780(N)    089 39 03.66801(W) AD(       ) 4
 KB1443  NAD 27      -  39 10 30.46800(N)    089 39 03.35500(W) AD(       ) 3
 KB1443
 KB1443.Superseded values are not recommended for survey control.
 KB1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1443.See file dsdata.txt to determine how the superseded data were derived.
 KB1443
 KB1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ7099439564(NAD 83)
 KB1443_MARKER: 53 = ELEVATED TANK
 KB1443
 KB1443  HISTORY     - Date     Condition        Report By
 KB1443  HISTORY     - 1934     FIRST OBSERVED   CGS
 KB1443  HISTORY     - 1960     GOOD             CGS
 KB1443
 KB1443                          STATION DESCRIPTION
 KB1443
 KB1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 KB1443'STATION IS LOCATED 0.25 MILE EAST-SOUTHEAST OF THE BUSINESS SECTION
 KB1443'OF LITCHFIELD AND ON THE SOUTHWEST ANGLE OF INTERSECTION OF
 KB1443'HARRISON AND EDWARD STREETS.
 KB1443'
 KB1443'THE TANK IS PAINTED SILVER, IS SUPPORTED BY 6 LEGS, HAS LITCHFIELD
 KB1443'PAINTED WITH BLACK LETTERS ON EAST AND WEST SIDE OF TANK AND IS
 KB1443'APPROXIMATELY 125 FEET HIGH.
 KB1443'
 KB1443'POINT INTERSECTED WAS TOP AND CENTER.
 KB1443'
 KB1443'THIS STATION WAS INTERSECTED IN 1934 BUT NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0874 ***********************************************************************
 KB0874  DESIGNATION -  LITCHFIELD RM 3
 KB0874  PID         -  KB0874
 KB0874  STATE/COUNTY-  IL/MONTGOMERY
 KB0874  USGS QUAD   -  LITCHFIELD (1974)
 KB0874
 KB0874                         *CURRENT SURVEY CONTROL
 KB0874  ___________________________________________________________________
 KB0874* NAD 83(1986)-  39 10 41.     (N)    089 39 57.     (W)     SCALED    
 KB0874* NAVD 88     -       207.063  (meters)     679.34   (feet)  ADJUSTED  
 KB0874  ___________________________________________________________________
 KB0874  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KB0874  DYNAMIC HT  -         206.943 (meters)     678.95  (feet)  COMP
 KB0874  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 KB0874
 KB0874  VERT ORDER  -  SECOND    CLASS 0
 KB0874
 KB0874.The horizontal coordinates were scaled from a topographic map and have
 KB0874.an estimated accuracy of +/- 6 seconds.
 KB0874
 KB0874.The orthometric height was determined by differential leveling
 KB0874.and adjusted by the National Geodetic Survey in June 1991..
 KB0874
 KB0874.The geoid height was determined by GEOID03.
 KB0874
 KB0874.The dynamic height is computed by dividing the NAVD 88
 KB0874.geopotential number by the normal gravity value computed on the
 KB0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0874.degrees latitude (g = 980.6199 gals.).
 KB0874
 KB0874.The modeled gravity was interpolated from observed gravity values.
 KB0874
 KB0874;                    North         East    Units  Estimated Accuracy
 KB0874;SPC IL W     -   278,860.      743,270.      MT  (+/- 180 meters Scaled)
 KB0874
 KB0874                          SUPERSEDED SURVEY CONTROL
 KB0874
 KB0874  NGVD 29 (??/??/92)  207.190  (m)          679.76   (f) ADJ UNCH    2 0
 KB0874
 KB0874.Superseded values are not recommended for survey control.
 KB0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0874.See file dsdata.txt to determine how the superseded data were derived.
 KB0874
 KB0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ697399(NAD 83)
 KB0874_MARKER: DR = REFERENCE MARK DISK
 KB0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0874_STAMPING: LITCHFIELD NO 3 1960
 KB0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0874+STABILITY: SURFACE MOTION
 KB0874
 KB0874  HISTORY     - Date     Condition        Report By
 KB0874  HISTORY     - 1960     MONUMENTED       CGS
 KB0874  HISTORY     - 1960     GOOD             NGS
 KB0874  HISTORY     - 1973     MARK NOT FOUND   USGS
 KB0874
 KB0874                          STATION DESCRIPTION
 KB0874
 KB0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0874'IN LITCHFIELD.
 KB0874'ABOUT 0.10 MILE EAST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 KB0874'WITH U.S. HIGHWAY 66 IN THE WEST PART OF LITCHFIELD, AT THE
 KB0874'JUNCTION OF STATE HIGHWAY 16 AND OLD U.S. HIGHWAY 66, 40 FEET
 KB0874'NORTH OF THE CENTER LINE OF HIGHWAY 16, 224 FEET EAST OF THE
 KB0874'CENTER LINE OF OLD U.S. 66, 79 FEET WEST OF THE WEST ENTRANCE TO
 KB0874'THE A AND W ROOT BEER STAND, 83 FEET WEST NORTHWEST OF THE
 KB0874'CENTER OF THE JUNCTION OF STATE HIGHWAY 16 AND THE WEST ENTRANCE
 KB0874'TO THE A AND W ROOT BEER STAND, 160.2 FEET EAST SOUTHEAST OF
 KB0874'TRIANGULATION STATION LITCHFIELD, 2.1 FOOT BELOW THE LEVEL OF THE
 KB0874'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KB0874'GROUND.
 KB0874
 KB0874                          STATION RECOVERY (1973)
 KB0874
 KB0874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KB0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0877 ***********************************************************************
 KB0877  DESIGNATION -  LITCHFIELD RM 4
 KB0877  PID         -  KB0877
 KB0877  STATE/COUNTY-  IL/MONTGOMERY
 KB0877  USGS QUAD   -  LITCHFIELD (1974)
 KB0877
 KB0877                         *CURRENT SURVEY CONTROL
 KB0877  ___________________________________________________________________
 KB0877* NAD 83(1986)-  39 10 41.     (N)    089 39 57.     (W)     SCALED    
 KB0877* NAVD 88     -       207.221  (meters)     679.86   (feet)  ADJUSTED  
 KB0877  ___________________________________________________________________
 KB0877  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KB0877  DYNAMIC HT  -         207.102 (meters)     679.47  (feet)  COMP
 KB0877  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 KB0877
 KB0877  VERT ORDER  -  SECOND    CLASS 0
 KB0877
 KB0877.The horizontal coordinates were scaled from a topographic map and have
 KB0877.an estimated accuracy of +/- 6 seconds.
 KB0877
 KB0877.The orthometric height was determined by differential leveling
 KB0877.and adjusted by the National Geodetic Survey in June 1991..
 KB0877
 KB0877.The geoid height was determined by GEOID03.
 KB0877
 KB0877.The dynamic height is computed by dividing the NAVD 88
 KB0877.geopotential number by the normal gravity value computed on the
 KB0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0877.degrees latitude (g = 980.6199 gals.).
 KB0877
 KB0877.The modeled gravity was interpolated from observed gravity values.
 KB0877
 KB0877;                    North         East    Units  Estimated Accuracy
 KB0877;SPC IL W     -   278,860.      743,270.      MT  (+/- 180 meters Scaled)
 KB0877
 KB0877                          SUPERSEDED SURVEY CONTROL
 KB0877
 KB0877  NGVD 29 (??/??/92)  207.349  (m)          680.28   (f) ADJ UNCH    2 0
 KB0877
 KB0877.Superseded values are not recommended for survey control.
 KB0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0877.See file dsdata.txt to determine how the superseded data were derived.
 KB0877
 KB0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ697399(NAD 83)
 KB0877_MARKER: DR = REFERENCE MARK DISK
 KB0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0877_STAMPING: LITCHFIELD NO 4 1960
 KB0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0877+STABILITY: SURFACE MOTION
 KB0877
 KB0877  HISTORY     - Date     Condition        Report By
 KB0877  HISTORY     - 1960     MONUMENTED       CGS
 KB0877  HISTORY     - 1960     GOOD             NGS
 KB0877  HISTORY     - 1973     MARK NOT FOUND   USGS
 KB0877
 KB0877                          STATION DESCRIPTION
 KB0877
 KB0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0877'IN LITCHFIELD.
 KB0877'ABOUT 0.10 MILES EAST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 KB0877'WITH U.S. HIGHWAY 66 IN THE WEST PART OF LITCHFIELD, AT THE
 KB0877'JUNCTION OF STATE HIGHWAY 16 AND OLD U.S. HIGHWAY 66, 37 FEET
 KB0877'NORTH OF THE CENTER LINE OF STATE HIGHWAY 16, 94 FEET EAST OF
 KB0877'THE CENTER LINE OF OLD U.S. HIGHWAY 66, 106 FEET EAST NORTHEAST
 KB0877'OF THE CENTER OF THE JUNCTION, 32 FEET WEST OF A CONCRETE R.O.W.
 KB0877'MARKER, 32.8 FEET SOUTHEAST OF TRIANGULATION STATION LITCHFIELD
 KB0877'2, 1 FOOT BELOW THE LEVEL OF STATE HIGHWAY 16, AND SET IN THE TOP
 KB0877'OF A CONCRETE POST FLUSH WITH THE GROUND.
 KB0877
 KB0877                          STATION RECOVERY (1973)
 KB0877
 KB0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KB0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7919 ***********************************************************************
 DF7919  CBN         -  This is a Cooperative Base Network Control Station.
 DF7919  DESIGNATION -  LITH
 DF7919  PID         -  DF7919
 DF7919  STATE/COUNTY-  IL/MCHENRY
 DF7919  USGS QUAD   -  CRYSTAL LAKE (1992)
 DF7919
 DF7919                         *CURRENT SURVEY CONTROL
 DF7919  ___________________________________________________________________
 DF7919* NAD 83(1997)-  42 10 40.64876(N)    088 20 28.41763(W)     ADJUSTED  
 DF7919* NAVD 88     -       271.5    (meters)     891.     (feet)  GPS OBS   
 DF7919  ___________________________________________________________________
 DF7919  X           -     137,032.973 (meters)                     COMP
 DF7919  Y           -  -4,731,942.145 (meters)                     COMP
 DF7919  Z           -   4,260,432.449 (meters)                     COMP
 DF7919  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DF7919  ELLIP HEIGHT-         237.80  (meters)          (09/15/03) GPS OBS
 DF7919  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 DF7919
 DF7919  HORZ ORDER  -  A
 DF7919  ELLP ORDER  -  FOURTH    CLASS I
 DF7919
 DF7919.The horizontal coordinates were established by GPS observations
 DF7919.and adjusted by the National Geodetic Survey in September 2003..
 DF7919
 DF7919.The orthometric height was determined by GPS observations and a
 DF7919.high-resolution geoid model.
 DF7919
 DF7919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7919
 DF7919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7919
 DF7919.The ellipsoidal height was determined by GPS observations
 DF7919.and is referenced to NAD 83.
 DF7919
 DF7919.The geoid height was determined by GEOID03.
 DF7919
 DF7919;                    North         East     Units Scale Factor Converg.
 DF7919;SPC IL E     -   611,868.831   299,347.836   MT  0.99997501   -0 00 19.1
 DF7919;SPC IL E     - 2,007,439.66    982,110.36   sFT  0.99997501   -0 00 19.1
 DF7919;UTM  16      - 4,670,405.589   389,231.772   MT  0.99975097   -0 54 02.3
 DF7919
 DF7919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7919!SPC IL E     -   0.99996271  x   0.99997501  =   0.99993772
 DF7919!UTM  16      -   0.99996271  x   0.99975097  =   0.99971368
 DF7919
 DF7919                          SUPERSEDED SURVEY CONTROL
 DF7919
 DF7919.No superseded survey control is available for this station.
 DF7919
 DF7919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8923270406(NAD 83)
 DF7919_MARKER: I = METAL ROD
 DF7919_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7919_STAMPING: RIDGEVIEW
 DF7919_PROJECTION: RECESSED 3 CENTIMETERS
 DF7919_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7919+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 DF7919_ROD/PIPE-DEPTH: 3.05 meters
 DF7919_SLEEVE-DEPTH  :  0.3 meters
 DF7919
 DF7919  HISTORY     - Date     Condition        Report By
 DF7919  HISTORY     - 2002     MONUMENTED       SECI
 DF7919  HISTORY     - 20020829 GOOD             SECI
 DF7919
 DF7919                          STATION DESCRIPTION
 DF7919
 DF7919'DESCRIBED BY SMITH ENG CONS INC 2002 (TEC)
 DF7919'MARK IS LOCATED IN THE LAKE OF THE HILLS IL AT THE LITH VILLAGE HALL
 DF7919'TO REACH FROM THE INTERSECTION OF RANDALL AND ALGONQUIN ROAD HEAD WEST
 DF7919'0.3 MILES TO
 DF7919'HARVEST GATE ROAD. HEAD NORTH ON HARVEST GATE ROAD APPROX 800 FT TO
 DF7919'600 HARVEST GATE
 DF7919'ROAD. MONUMENT IS LOCATED ON THE SOUTH SIDE OF BRICK BUILDING LOCATED
 DF7919'AT 600 HARVEST
 DF7919'GATE ROAD.  144 FT SE OF SOUTHERN MOST BUILDING CORNER OF VILLAGE
 DF7919'HALL, 99.4 FT SSE OF A
 DF7919'BUILDING CORNER NEAR TOP OF CONCRETE STAIRS
 DF7919' 
 DF7919' 
 DF7919'MARK IS STAINLESS BAR SET TO REFUSAL IN STANDARD ALUMINUM CAP WITH 6
 DF7919'INCH PVC CASING
 DF7919' 
 DF7919' 
 DF7919' 
 DF7919'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1561 ***********************************************************************
 KB1561  DESIGNATION -  LITPORT
 KB1561  PID         -  KB1561
 KB1561  STATE/COUNTY-  IL/MONTGOMERY
 KB1561  USGS QUAD   -  LITCHFIELD (1974)
 KB1561
 KB1561                         *CURRENT SURVEY CONTROL
 KB1561  ___________________________________________________________________
 KB1561* NAD 83(1997)-  39 10 01.53783(N)    089 40 11.19190(W)     ADJUSTED  
 KB1561* NAVD 88     -       209.8    (meters)     688.     (feet)  VERTCON   
 KB1561  ___________________________________________________________________
 KB1561  X           -      28,539.394 (meters)                     COMP
 KB1561  Y           -  -4,951,688.481 (meters)                     COMP
 KB1561  Z           -   4,006,829.035 (meters)                     COMP
 KB1561  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KB1561  ELLIP HEIGHT-         178.58  (meters)          (10/21/99) GPS OBS
 KB1561  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KB1561
 KB1561  HORZ ORDER  -  FIRST
 KB1561  ELLP ORDER  -  FOURTH    CLASS I
 KB1561
 KB1561.This mark is at Litchfield Airport (3LF)
 KB1561
 KB1561.The horizontal coordinates were established by GPS observations
 KB1561.and adjusted by the National Geodetic Survey in October 1999..
 KB1561
 KB1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1561
 KB1561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1561
 KB1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1561
 KB1561.The ellipsoidal height was determined by GPS observations
 KB1561.and is referenced to NAD 83.
 KB1561
 KB1561.The geoid height was determined by GEOID03.
 KB1561
 KB1561;                    North         East     Units Scale Factor Converg.
 KB1561;SPC IL W     -   277,636.062   742,940.052   MT  0.99996387   +0 18 49.8
 KB1561;SPC IL W     -   910,877.65  2,437,462.49   sFT  0.99996387   +0 18 49.8
 KB1561;UTM  16      - 4,338,714.799   269,347.128   MT  1.00025511   -1 41 13.0
 KB1561
 KB1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1561!SPC IL W     -   0.99997198  x   0.99996387  =   0.99993585
 KB1561!UTM  16      -   0.99997198  x   1.00025511  =   1.00022709
 KB1561
 KB1561:                Primary Azimuth Mark                     Grid Az
 KB1561:SPC IL W     -  LITPORT AZ MK                            269 38 56.1
 KB1561:UTM  16      -  LITPORT AZ MK                            271 38 58.9
 KB1561
 KB1561|---------------------------------------------------------------------|
 KB1561| PID    Reference Object                     Distance      Geod. Az  |
 KB1561|                                                           dddmmss.s |
 KB1561| KB1562 LITPORT AZ MK                       APPROX. 1.2 KM 2695745.9 |
 KB1561|---------------------------------------------------------------------|
 KB1561
 KB1561                          SUPERSEDED SURVEY CONTROL
 KB1561
 KB1561  NAD 83(1986)-  39 10 01.55088(N)    089 40 11.16973(W) AD(       ) 1
 KB1561  NGVD 29 (06/25/91)  210.0    (m)          689.     (f) GPS OBS        
 KB1561
 KB1561.Superseded values are not recommended for survey control.
 KB1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1561.See file dsdata.txt to determine how the superseded data were derived.
 KB1561
 KB1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6934738715(NAD 83)
 KB1561_MARKER: I = METAL ROD
 KB1561_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KB1561_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KB1561_STAMPING: LITPORT 1990
 KB1561_MARK LOGO: NGS   
 KB1561_PROJECTION: FLUSH
 KB1561_MAGNETIC: I = MARKER IS A STEEL ROD
 KB1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1561+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KB1561_ROD/PIPE-DEPTH: 8.2  meters
 KB1561_SLEEVE-DEPTH  : 1.0 meters
 KB1561
 KB1561  HISTORY     - Date     Condition        Report By
 KB1561  HISTORY     - 1990     MONUMENTED       NGS
 KB1561
 KB1561                          STATION DESCRIPTION
 KB1561
 KB1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KB1561'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF LITCHFIELD, AT THE
 KB1561'LITCHFIELD MUNICIPAL AIRPORT, NEAR THE SOUTHEAST CORNER OF RUNWAY
 KB1561'9-27, IN CENTRAL SECTION 5, T 8 N, R 5 W.  OWNERSHIP--LITCHFIELD
 KB1561'AIRPORT AUTHORITY, P.O. BOX 381, LITCHFIELD, IL 62056.  AIRPORT
 KB1561'MANAGER IS MYRLE STINNET, CURRENT AIRPORT ATTENDENT IS KEN DEGG,
 KB1561'PHONE 217-324-4723.
 KB1561'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 KB1561'STATE HIGHWAY 16 (EXIT 52) ON THE WEST SIDE OF LITCHFIELD, GO EAST ON
 KB1561'HIGHWAY 16 FOR 1.4 KM (0.9 MI) TO A CROSSROAD.  TURN RIGHT, SOUTH, ON
 KB1561'FOUR LANE ROAD FOR 1.00 KM (0.62 MI) TO A CROSSROAD.  TURN RIGHT,
 KB1561'WEST, ON PAVED ROAD FOR 30 M (98.4 FT) TO A PAVED ROAD ON THE LEFT.
 KB1561'TURN LEFT, SOUTH, ON AIRPORT ENTRANCE ROAD FOR 0.42 KM (0.26 MI) TO A
 KB1561'GATE.  PASS THROUGH GATE, THEN TURN RIGHT, WEST, FOR 0.04 KM
 KB1561'(0.02 MI) ON ASPHALT DRIVE TO THE APRON.  TURN RIGHT, NORTHERLY, ON
 KB1561'APRON AND TAXI FOR 0.27 KM (0.17 MI) TO THE STATION ON THE RIGHT JUST
 KB1561'BEFORE REACHING THE EAST END OF RUNWAY 9-27.
 KB1561'THE STATION IS LOCATED 42.1 M (138.1 FT) SOUTHEAST FROM THE CENTER OF
 KB1561'THE EXTREME EAST END OF RUNWAY 9-27, 29.6 M (97.1 FT) EAST-NORTHEAST
 KB1561'FROM THE CENTER OF THE TAXI, 29.4 M (96.5 FT) SOUTH FROM THE EXTENDED
 KB1561'CENTER OF THE RUNWAY, AND 6.45 M (21.16 FT) EAST-NORTHEAST FROM A
 KB1561'CARSONITE WITNESS POST AT THE NORTH END OF THE L SHAPED CONCRETE
 KB1561'CULVERT PIPES.
 KB1561'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-IN LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1562 ***********************************************************************
 KB1562  DESIGNATION -  LITPORT AZ MK
 KB1562  PID         -  KB1562
 KB1562  STATE/COUNTY-  IL/MONTGOMERY
 KB1562  USGS QUAD   -  LITCHFIELD (1974)
 KB1562
 KB1562                         *CURRENT SURVEY CONTROL
 KB1562  ___________________________________________________________________
 KB1562* NAD 83(1997)-  39 10 01.51007(N)    089 41 00.34494(W)     ADJUSTED  
 KB1562* NAVD 88     -       207.2    (meters)     680.     (feet)  VERTCON   
 KB1562  ___________________________________________________________________
 KB1562  X           -      27,359.394 (meters)                     COMP
 KB1562  Y           -  -4,951,693.628 (meters)                     COMP
 KB1562  Z           -   4,006,826.697 (meters)                     COMP
 KB1562  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 KB1562  ELLIP HEIGHT-         175.93  (meters)          (10/21/99) GPS OBS
 KB1562  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KB1562
 KB1562  HORZ ORDER  -  FIRST
 KB1562  ELLP ORDER  -  FOURTH    CLASS I
 KB1562
 KB1562.This mark is at Litchfield Airport (3LF)
 KB1562
 KB1562.The horizontal coordinates were established by GPS observations
 KB1562.and adjusted by the National Geodetic Survey in October 1999..
 KB1562
 KB1562.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1562
 KB1562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KB1562
 KB1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1562
 KB1562.The ellipsoidal height was determined by GPS observations
 KB1562.and is referenced to NAD 83.
 KB1562
 KB1562.The geoid height was determined by GEOID03.
 KB1562
 KB1562;                    North         East     Units Scale Factor Converg.
 KB1562;SPC IL W     -   277,628.832   741,760.140   MT  0.99996264   +0 18 18.8
 KB1562;SPC IL W     -   910,853.93  2,433,591.39   sFT  0.99996264   +0 18 18.8
 KB1562;UTM  16      - 4,338,748.777   268,167.335   MT  1.00026183   -1 41 44.0
 KB1562
 KB1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1562!SPC IL W     -   0.99997240  x   0.99996264  =   0.99993504
 KB1562!UTM  16      -   0.99997240  x   1.00026183  =   1.00023422
 KB1562
 KB1562:                Primary Azimuth Mark                     Grid Az
 KB1562:SPC IL W     -  LITPORT                                  089 38 56.0
 KB1562:UTM  16      -  LITPORT                                  091 38 58.8
 KB1562
 KB1562|---------------------------------------------------------------------|
 KB1562| PID    Reference Object                     Distance      Geod. Az  |
 KB1562|                                                           dddmmss.s |
 KB1562| KB1561 LITPORT                             APPROX. 1.2 KM 0895714.8 |
 KB1562|---------------------------------------------------------------------|
 KB1562
 KB1562                          SUPERSEDED SURVEY CONTROL
 KB1562
 KB1562  NAD 83(1986)-  39 10 01.52313(N)    089 41 00.32278(W) AD(       ) 1
 KB1562  NGVD 29 (06/25/91)  207.3    (m)          680.     (f) GPS OBS        
 KB1562
 KB1562.Superseded values are not recommended for survey control.
 KB1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1562.See file dsdata.txt to determine how the superseded data were derived.
 KB1562
 KB1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ6816738749(NAD 83)
 KB1562_MARKER: I = METAL ROD
 KB1562_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KB1562_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KB1562_STAMPING: LITPORT AZ MK 1990
 KB1562_MARK LOGO: NGS   
 KB1562_PROJECTION: FLUSH
 KB1562_MAGNETIC: I = MARKER IS A STEEL ROD
 KB1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB1562+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KB1562_ROD/PIPE-DEPTH: 7.3  meters
 KB1562_SLEEVE-DEPTH  : 1.0 meters
 KB1562
 KB1562  HISTORY     - Date     Condition        Report By
 KB1562  HISTORY     - 1990     MONUMENTED       NGS
 KB1562
 KB1562                          STATION DESCRIPTION
 KB1562
 KB1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KB1562'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF LITCHFIELD, AT THE
 KB1562'LITCHFIELD MUNICIPAL AIRPORT, NEAR THE SOUTHWEST CORNER OF RUNWAY
 KB1562'9-27, ON THE EAST EDGE OF SECTION 5, T 8 N, R 5 W.
 KB1562'OWNERSHIP--LITCHFIELD AIRPORT AUTHORITY, P.O. BOX 381, LITCHFIELD, IL
 KB1562'62056.  AIRPORT MANAGER IS MYRLE STINNET, CURRENT AIRPORT ATTENDENT
 KB1562'IS KEN DEGG, PHONE 217-324-4723.
 KB1562'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND
 KB1562'STATE HIGHWAY 16 (EXIT 52) ON THE WEST SIDE OF LITCHFIELD, GO EAST ON
 KB1562'HIGHWAY 16 FOR 1.4 KM (0.9 MI) TO A CROSSROAD.  TURN RIGHT, SOUTH, ON
 KB1562'FOUR LANE ROAD FOR 1.00 KM (0.62 MI) TO A CROSSROAD.  TURN RIGHT,
 KB1562'WEST, ON PAVED ROAD FOR 30 M (98.4 FT) TO A PAVED ROAD ON THE LEFT.
 KB1562'TURN LEFT, SOUTH, ON AIRPORT ENTRANCE ROAD FOR 0.42 KM (0.26 MI) TO A
 KB1562'GATE.  PASS THROUGH GATE, THEN TURN RIGHT, WEST, FOR 0.04 KM
 KB1562'(0.02 MI) ON ASPHALT DRIVE TO THE APRON.  TURN RIGHT, NORTHERLY, ON
 KB1562'APRON AND TAXI FOR 0.27 KM (0.17 MI) TO THE PAVED RUNWAY.  TURN LEFT,
 KB1562'WEST, ALONG SOUTH SIDE OF RUNWAY FOR 1.05 KM (0.65 MI) TO THE
 KB1562'TURN-AROUND AND THE STATION ON THE LEFT.
 KB1562'THE STATION IS LOCATED 49.65 M (162.89 FT) SOUTHEAST FROM THE CENTER
 KB1562'OF THE EXTREME WEST END OF RUNWAY 9-27, 30.7 M (100.7 FT) SOUTH FROM
 KB1562'THE CENTER OF THE RUNWAY, 27.35 M (89.73 FT) EAST-NORTHEAST FROM THE
 KB1562'SOUTHEAST CORNER OF THE ASPHALT TURN-AROUND, AND 14.9 M (48.9 FT)
 KB1562'SOUTHEAST FROM THE SOUTHEAST EDGE OF THE CURVED ASPHALT.
 KB1562'NOTE--ACCESS TO DATUM POINT IS THROUGH A 5-IN LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0635 ***********************************************************************
 LC0635  DESIGNATION -  LITTLE
 LC0635  PID         -  LC0635
 LC0635  STATE/COUNTY-  IL/MCLEAN
 LC0635  USGS QUAD   -  HEYWORTH (1981)
 LC0635
 LC0635                         *CURRENT SURVEY CONTROL
 LC0635  ___________________________________________________________________
 LC0635* NAD 83(1997)-  40 22 18.38916(N)    088 52 54.21851(W)     ADJUSTED  
 LC0635* NAVD 88     -       248.564  (meters)     815.50   (feet)  ADJUSTED  
 LC0635  ___________________________________________________________________
 LC0635  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 LC0635  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0635  DYNAMIC HT  -         248.444 (meters)     815.10  (feet)  COMP
 LC0635  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 LC0635
 LC0635  HORZ ORDER  -  SECOND
 LC0635  VERT ORDER  -  SECOND    CLASS 0
 LC0635
 LC0635.The horizontal coordinates were established by classical geodetic methods
 LC0635.and adjusted by the National Geodetic Survey in October 1999..
 LC0635
 LC0635.The orthometric height was determined by differential leveling
 LC0635.and adjusted by the National Geodetic Survey in June 1991..
 LC0635
 LC0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0635
 LC0635.The geoid height was determined by GEOID03.
 LC0635
 LC0635.The dynamic height is computed by dividing the NAVD 88
 LC0635.geopotential number by the normal gravity value computed on the
 LC0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0635.degrees latitude (g = 980.6199 gals.).
 LC0635
 LC0635.The modeled gravity was interpolated from observed gravity values.
 LC0635
 LC0635;                    North         East     Units Scale Factor Converg.
 LC0635;SPC IL E     -   411,424.859   253,426.522   MT  1.00000169   -0 21 18.8
 LC0635;SPC IL E     - 1,349,816.39    831,450.18   sFT  1.00000169   -0 21 18.8
 LC0635;UTM  16      - 4,470,721.500   340,246.124   MT  0.99991416   -1 13 08.9
 LC0635
 LC0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0635!SPC IL E     -   0.99996603  x   1.00000169  =   0.99996772
 LC0635!UTM  16      -   0.99996603  x   0.99991416  =   0.99988019
 LC0635
 LC0635:                Primary Azimuth Mark                     Grid Az
 LC0635:SPC IL E     -  LITTLE AZ MK                             001 33 14.8
 LC0635:UTM  16      -  LITTLE AZ MK                             002 25 04.9
 LC0635
 LC0635|---------------------------------------------------------------------|
 LC0635| PID    Reference Object                     Distance      Geod. Az  |
 LC0635|                                                           dddmmss.s |
 LC0635| LC0633 LITTLE AZ MK                                       0011156.0 |
 LC0635| LC0636 LITTLE RM 2                          16.335 METERS 17954     |
 LC0635| LC0634 LITTLE RM 1                          16.546 METERS 35916     |
 LC0635| CI7711 LITTLE RM 3                          16.515 METERS 35917     |
 LC0635|---------------------------------------------------------------------|
 LC0635
 LC0635                          SUPERSEDED SURVEY CONTROL
 LC0635
 LC0635  NAD 83(1986)-  40 22 18.40069(N)    088 52 54.21865(W) AD(       ) 2
 LC0635  NAD 27      -  40 22 18.27280(N)    088 52 53.95070(W) AD(       ) 2
 LC0635  NGVD 29 (??/??/92)  248.620  (m)          815.68   (f) ADJ UNCH    2 0
 LC0635
 LC0635.Superseded values are not recommended for survey control.
 LC0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0635.See file dsdata.txt to determine how the superseded data were derived.
 LC0635
 LC0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK4024670722(NAD 83)
 LC0635_MARKER: DS = TRIANGULATION STATION DISK
 LC0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0635_STAMPING: LITTLE 1959
 LC0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0635+STABILITY: SURFACE MOTION
 LC0635
 LC0635  HISTORY     - Date     Condition        Report By
 LC0635  HISTORY     - 1959     MONUMENTED       CGS
 LC0635  HISTORY     - 1959     GOOD             CGS
 LC0635  HISTORY     - 1979     GOOD             NGS
 LC0635
 LC0635                          STATION DESCRIPTION
 LC0635
 LC0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0635'STATION IS ABOUT 2 MILES SOUTH-SOUTHWEST OF DOWNS AND ABOUT
 LC0635'7 MILES WEST-NORTHWEST OF LE ROY.
 LC0635'
 LC0635'TO REACH FROM THE POST OFFICE IN DOWNS, GO NORTH 0.05 MILE
 LC0635'TO FIRST INTERSECTION, TURN LEFT AND GO WEST ON SURFACED ROAD
 LC0635'FOR 0.55 MILE TO T-INTERSECTION, THEN LEFT AND FOLLOW SURFACED
 LC0635'ROAD SOUTH FOR 1.65 MILES TO STATION ON RIGHT AS DESCRIBED.
 LC0635'
 LC0635'STATION MARK A STANDARD DISK STAMPED LITTLE 1959, IS SET
 LC0635'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 LC0635'THE MARK IS 20.8 FEET WEST OF CENTER OF ROAD, 1.6 FEET EAST
 LC0635'OF FENCE AND 1 FOOT EAST OF WITNESS POST.
 LC0635'
 LC0635'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED LITTLE
 LC0635'NO. 1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0635'PROJECTS ABOUT 4 INCHES.  THE MARK IS 20.8 FEET WEST OF CENTER
 LC0635'OF ROAD, 54.2 FEET NORTH OF WITNESS POST AND 1.6 FEET EAST
 LC0635'OF FENCE.
 LC0635'
 LC0635'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED LITTLE NO. 2
 LC0635'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0635'ABOUT 5 INCHES.  THE MARK IS 53.6 FEET SOUTH OF WITNESS POST,
 LC0635'21 FEET WEST OF CENTER OF ROAD AND 1 FOOT EAST OF FENCE.
 LC0635'
 LC0635'AZIMUTH MARK, A STANDARD DISK STAMPED LITTLE 1959, IS SET IN
 LC0635'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 LC0635'THE MARK IS 25 FEET EAST OF CENTER OF ROAD, 3.7 FEET SOUTH
 LC0635'OF TELEPHONE POLE AND 2.2 FEET SOUTH OF WITNESS POST.
 LC0635'
 LC0635'TO REACH AZIMUTH MARK FROM STATION, GO NORTH ON SURFACED
 LC0635'ROAD 0.35 MILE TO MARK ON RIGHT SIDE OF ROAD AS DESCRIBED.
 LC0635
 LC0635                          STATION RECOVERY (1959)
 LC0635
 LC0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0635'2.2 MI SW FROM DOWNS.
 LC0635'ABOUT 2.15 MILES WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE FIRE
 LC0635'STATION AT DOWNS, 21 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LC0635'2 FEET EAST OF A FENCE, 414 FEET NORTH OF THE CENTER LINE OF A
 LC0635'GRAVEL ROAD WEST, 43 FEET WEST AND ACROSS THE ROAD FROM THE SECOND
 LC0635'POWER POLE NORTH OF THE JUNCTION OF THE ROAD WEST, 1.2 FEET EAST
 LC0635'OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 LC0635'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0635
 LC0635                          STATION RECOVERY (1979)
 LC0635
 LC0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0635'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK RECOVERED IN GOOD
 LC0635'CONDITION.  REFERENCE MARK 1 FOUND WITH THE DISK SHEARED OFF, THE DISK
 LC0635'WAS NOT FOUND.  RM 3 DISK SET IN A DRILL HOLE OF SAME MONUMENT THAT
 LC0635'RM 1 WAS SET IN.  REFERENCE MARK 2 WAS SHORTER BY 0.06 FOOT.  THE
 LC0635'DIRECTION WAS SMALLER BY 1 MINUTE AND 30 SECONDS.  A NEW DESCRIPTION
 LC0635'FOLLOWS.
 LC0635'
 LC0635'THE STATION IS ABOUT 1.25 MILES SOUTH SOUTHWEST OF DOWNS AND I 74,
 LC0635'AND ON ROAD RIGHT OF WAY.
 LC0635'
 LC0635'TO REACH THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY 74 AND
 LC0635'SEMINARY STREET AT THE SOUTH EDGE OF DOWNS.  GO SOUTHWEST ON PAVED
 LC0635'ROAD FOR 0.45 MILE TO CROSSROADS.  TURN LEFT, GO SOUTH ON PAVED ROAD
 LC0635'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR
 LC0635'0.35 MILE TO TOP OF GRADE AND STATION ON THE RIGHT.
 LC0635'
 LC0635'STATION IS 134.5 FEET NORTH OF POWER LINE POLE AND 21 FEET WEST OF
 LC0635'THE CENTERLINE OF PAVED ROAD.  THE MARK PROJECTS 4 INCHES, THE DISK
 LC0635'STAMPED LITTLE 1959.
 LC0635'
 LC0635'REFERENCE MARK 2 IS 81 FEET NORTH OF THE POWER LINE POLE AND 21 FEET
 LC0635'WEST OF CENTERLINE OF ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK
 LC0635'STAMPED LITTLE NO 2 1959.
 LC0635'
 LC0635'REFERENCE MARK 3 IS 21 FEET WEST OF CENTERLINE OF ROAD.  THE DISK IS
 LC0635'STAMPED LITTLE 1959 NO 3 1979.
 LC0635'
 LC0635'THE AZIMUTH MARK IS 73 FEET SOUTHEAST OF A POWER LINE POLE AND 25 FEET
 LC0635'EAST OF THE CENTERLINE OF ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 LC0635'DISK STAMPED LITTLE 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0633 ***********************************************************************
 LC0633  DESIGNATION -  LITTLE AZ MK
 LC0633  PID         -  LC0633
 LC0633  STATE/COUNTY-  IL/MCLEAN
 LC0633  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0633
 LC0633                         *CURRENT SURVEY CONTROL
 LC0633  ___________________________________________________________________
 LC0633* NAD 83(1986)-  40 22 33.     (N)    088 52 53.     (W)     SCALED    
 LC0633* NAVD 88     -       243.240  (meters)     798.03   (feet)  ADJUSTED  
 LC0633  ___________________________________________________________________
 LC0633  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0633  DYNAMIC HT  -         243.122 (meters)     797.64  (feet)  COMP
 LC0633  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 LC0633
 LC0633  VERT ORDER  -  SECOND    CLASS 0
 LC0633
 LC0633.The horizontal coordinates were scaled from a topographic map and have
 LC0633.an estimated accuracy of +/- 6 seconds.
 LC0633
 LC0633.The orthometric height was determined by differential leveling
 LC0633.and adjusted by the National Geodetic Survey in June 1991..
 LC0633
 LC0633.The geoid height was determined by GEOID03.
 LC0633
 LC0633.The dynamic height is computed by dividing the NAVD 88
 LC0633.geopotential number by the normal gravity value computed on the
 LC0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0633.degrees latitude (g = 980.6199 gals.).
 LC0633
 LC0633.The modeled gravity was interpolated from observed gravity values.
 LC0633
 LC0633;                    North         East    Units  Estimated Accuracy
 LC0633;SPC IL E     -   411,880.      253,460.      MT  (+/- 180 meters Scaled)
 LC0633
 LC0633                          SUPERSEDED SURVEY CONTROL
 LC0633
 LC0633  NGVD 29 (??/??/92)  243.296  (m)          798.21   (f) ADJ UNCH    2 0
 LC0633
 LC0633.Superseded values are not recommended for survey control.
 LC0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0633.See file dsdata.txt to determine how the superseded data were derived.
 LC0633
 LC0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK402711(NAD 83)
 LC0633_MARKER: DZ = AZIMUTH MARK DISK
 LC0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0633_STAMPING: LITTLE 1959
 LC0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0633+STABILITY: SURFACE MOTION
 LC0633
 LC0633  HISTORY     - Date     Condition        Report By
 LC0633  HISTORY     - 1959     MONUMENTED       CGS
 LC0633
 LC0633                          STATION DESCRIPTION
 LC0633
 LC0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0633'1.8 MI SW FROM DOWNS.
 LC0633'ABOUT 1.85 MILES WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE
 LC0633'FIRE STATION AT DOWNS, ABOUT 0.15 MILE SOUTH OF A JUNCTION OF A
 LC0633'GRAVEL ROAD EAST, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 4
 LC0633'FEET SOUTH-SOUTHWEST OF THE THIRD TELEPHONE POLE SOUTH OF THE
 LC0633'JUNCTION OF GRAVEL ROAD EAST, 326 FEET NORTH OF THE EXTENDED
 LC0633'CENTER LINE OF DRIVEWAY WEST TO A FARM HOUSE, 71 FEET SOUTHEAST
 LC0633'AND ACROSS THE ROAD FROM THE FIRST POWER POLE NORTH OF A POWER
 LC0633'POLE WITH A TRANSFORMER, 2.2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 LC0633'POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
 LC0633'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0634 ***********************************************************************
 LC0634  DESIGNATION -  LITTLE RM 1
 LC0634  PID         -  LC0634
 LC0634  STATE/COUNTY-  IL/MCLEAN
 LC0634  USGS QUAD   -  HEYWORTH (1981)
 LC0634
 LC0634                         *CURRENT SURVEY CONTROL
 LC0634  ___________________________________________________________________
 LC0634* NAD 83(1986)-  40 22 18.     (N)    088 52 53.     (W)     SCALED    
 LC0634* NAVD 88     -       248.610  (meters)     815.65   (feet)  ADJUSTED  
 LC0634  ___________________________________________________________________
 LC0634  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0634  DYNAMIC HT  -         248.490 (meters)     815.25  (feet)  COMP
 LC0634  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 LC0634
 LC0634  VERT ORDER  -  SECOND    CLASS 0
 LC0634
 LC0634.The horizontal coordinates were scaled from a topographic map and have
 LC0634.an estimated accuracy of +/- 6 seconds.
 LC0634
 LC0634.The orthometric height was determined by differential leveling
 LC0634.and adjusted by the National Geodetic Survey in June 1991..
 LC0634
 LC0634.The geoid height was determined by GEOID03.
 LC0634
 LC0634.The dynamic height is computed by dividing the NAVD 88
 LC0634.geopotential number by the normal gravity value computed on the
 LC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0634.degrees latitude (g = 980.6199 gals.).
 LC0634
 LC0634.The modeled gravity was interpolated from observed gravity values.
 LC0634
 LC0634;                    North         East    Units  Estimated Accuracy
 LC0634;SPC IL E     -   411,410.      253,460.      MT  (+/- 180 meters Scaled)
 LC0634
 LC0634                          SUPERSEDED SURVEY CONTROL
 LC0634
 LC0634  NGVD 29 (??/??/92)  248.666  (m)          815.83   (f) ADJ UNCH    2 0
 LC0634
 LC0634.Superseded values are not recommended for survey control.
 LC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0634.See file dsdata.txt to determine how the superseded data were derived.
 LC0634
 LC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK402707(NAD 83)
 LC0634_MARKER: DR = REFERENCE MARK DISK
 LC0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0634_STAMPING: LITTLE NO 1 1959
 LC0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0634+STABILITY: SURFACE MOTION
 LC0634
 LC0634  HISTORY     - Date     Condition        Report By
 LC0634  HISTORY     - 1959     MONUMENTED       CGS
 LC0634
 LC0634                          STATION DESCRIPTION
 LC0634
 LC0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0634'2.2 MI SW FROM DOWNS.
 LC0634'ABOUT 2.15 MILES WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE
 LC0634'FIRE STATION AT DOWNS, 22 1/2 FEET WEST OF THE CENTER LINE OF THE
 LC0634'ROAD, 1 1/2 FEET EAST OF A FENCE, 468 FEET NROTH OF THE CENTER LINE
 LC0634'OF A GRAVEL ROAD WEST, 65 1/2 FEET NORTHWEST AND ACROSS THE ROAD
 LC0634'FROM THE SECOND POWER POLE NORTH OF THE JUNCTION OF THE GRAVEL
 LC0634'ROAD WEST, 54.4 FEET NORTH OF TRIANGULATION STATION LITTLE, 54.4
 LC0634'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 LC0634'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0636 ***********************************************************************
 LC0636  DESIGNATION -  LITTLE RM 2
 LC0636  PID         -  LC0636
 LC0636  STATE/COUNTY-  IL/MCLEAN
 LC0636  USGS QUAD   -  HEYWORTH (1981)
 LC0636
 LC0636                         *CURRENT SURVEY CONTROL
 LC0636  ___________________________________________________________________
 LC0636* NAD 83(1986)-  40 22 18.     (N)    088 52 53.     (W)     SCALED    
 LC0636* NAVD 88     -       248.523  (meters)     815.36   (feet)  ADJUSTED  
 LC0636  ___________________________________________________________________
 LC0636  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0636  DYNAMIC HT  -         248.403 (meters)     814.97  (feet)  COMP
 LC0636  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 LC0636
 LC0636  VERT ORDER  -  SECOND    CLASS 0
 LC0636
 LC0636.The horizontal coordinates were scaled from a topographic map and have
 LC0636.an estimated accuracy of +/- 6 seconds.
 LC0636
 LC0636.The orthometric height was determined by differential leveling
 LC0636.and adjusted by the National Geodetic Survey in June 1991..
 LC0636
 LC0636.The geoid height was determined by GEOID03.
 LC0636
 LC0636.The dynamic height is computed by dividing the NAVD 88
 LC0636.geopotential number by the normal gravity value computed on the
 LC0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0636.degrees latitude (g = 980.6199 gals.).
 LC0636
 LC0636.The modeled gravity was interpolated from observed gravity values.
 LC0636
 LC0636;                    North         East    Units  Estimated Accuracy
 LC0636;SPC IL E     -   411,410.      253,460.      MT  (+/- 180 meters Scaled)
 LC0636
 LC0636                          SUPERSEDED SURVEY CONTROL
 LC0636
 LC0636  NGVD 29 (??/??/92)  248.579  (m)          815.55   (f) ADJ UNCH    2 0
 LC0636
 LC0636.Superseded values are not recommended for survey control.
 LC0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0636.See file dsdata.txt to determine how the superseded data were derived.
 LC0636
 LC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK402707(NAD 83)
 LC0636_MARKER: DR = REFERENCE MARK DISK
 LC0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0636_STAMPING: LITTLE NO 2 1959
 LC0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0636+STABILITY: SURFACE MOTION
 LC0636
 LC0636  HISTORY     - Date     Condition        Report By
 LC0636  HISTORY     - 1959     MONUMENTED       CGS
 LC0636
 LC0636                          STATION DESCRIPTION
 LC0636
 LC0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0636'2.2 MI SW FROM DOWNS.
 LC0636'ABOUT 2.15 MILES WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE
 LC0636'FIRE STATION AT DOWNS, 22 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LC0636'1 FOOT EAST OF A FENCE, 360 FEET NORTH OF THE CENTER LINE OF A
 LC0636'GRAVEL ROAD WEST, 73 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE
 LC0636'SECOND POWER POLE NORTH OF THE GRAVEL ROAD WEST, 53.8 FEET SOUTH
 LC0636'OF TRIANGULATION STATION LITTLE, 53.6 FEET SOUTH OF A METAL WITNESS
 LC0636'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 LC0636'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1628 ***********************************************************************
 MF1628  DESIGNATION -  LITTLE ROCK FERRY IRS 1903
 MF1628  PID         -  MF1628
 MF1628  STATE/COUNTY-  IL/LA SALLE
 MF1628  USGS QUAD   -  LA SALLE (1993)
 MF1628
 MF1628                         *CURRENT SURVEY CONTROL
 MF1628  ___________________________________________________________________
 MF1628* NAD 83(1997)-  41 19 06.69053(N)    089 02 42.60808(W)     ADJUSTED  
 MF1628* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 MF1628  ___________________________________________________________________
 MF1628  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 MF1628  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF1628
 MF1628  HORZ ORDER  -  SECOND
 MF1628
 MF1628.The horizontal coordinates were established by classical geodetic methods
 MF1628.and adjusted by the National Geodetic Survey in October 1999..
 MF1628
 MF1628.The orthometric height was scaled from a topographic map.
 MF1628
 MF1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1628
 MF1628.The geoid height was determined by GEOID03.
 MF1628
 MF1628;                    North         East     Units Scale Factor Converg.
 MF1628;SPC IL E     -   516,659.806   240,400.123   MT  1.00001870   -0 28 12.0
 MF1628;SPC IL E     - 1,695,074.71    788,712.74   sFT  1.00001870   -0 28 12.0
 MF1628;SPC IL W     -   517,004.670   793,896.964   MT  1.00004964   +0 44 25.9
 MF1628;SPC IL W     - 1,696,206.15  2,604,643.62   sFT  1.00004964   +0 44 25.9
 MF1628;UTM  16      - 4,576,134.898   328,824.144   MT  0.99996062   -1 21 02.3
 MF1628
 MF1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1628!SPC IL E     -   0.99997914  x   1.00001870  =   0.99999784
 MF1628!SPC IL W     -   0.99997914  x   1.00004964  =   1.00002878
 MF1628!UTM  16      -   0.99997914  x   0.99996062  =   0.99993976
 MF1628
 MF1628|---------------------------------------------------------------------|
 MF1628| PID    Reference Object                     Distance      Geod. Az  |
 MF1628|                                                           dddmmss.s |
 MF1628| MF1641 LITTLE RCK FERRY 1903 RM             55.020 METERS 12859     |
 MF1628| MF1219 MCDONOUGH                           APPROX. 3.6 KM 2885250.1 |
 MF1628|---------------------------------------------------------------------|
 MF1628
 MF1628                          SUPERSEDED SURVEY CONTROL
 MF1628
 MF1628  NAD 83(1986)-  41 19 06.70556(N)    089 02 42.60652(W) AD(       ) 2
 MF1628  NAD 27      -  41 19 06.61200(N)    089 02 42.29900(W) AD(       ) 2
 MF1628
 MF1628.Superseded values are not recommended for survey control.
 MF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1628.See file dsdata.txt to determine how the superseded data were derived.
 MF1628
 MF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2882476135(NAD 83)
 MF1628_MARKER: P = PIPE CAP
 MF1628_SETTING: 0 = UNSPECIFIED SETTING
 MF1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1628
 MF1628  HISTORY     - Date     Condition        Report By
 MF1628  HISTORY     - 1903     MONUMENTED       IRC
 MF1628  HISTORY     - 1920     GOOD             CGS
 MF1628  HISTORY     - 1972     GOOD             ILHD
 MF1628  HISTORY     - 19970820 MARK NOT FOUND   USPSQD
 MF1628  HISTORY     - 20020826 MARK NOT FOUND   USPSQD
 MF1628
 MF1628                          STATION DESCRIPTION
 MF1628
 MF1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 MF1628'STATION IS ABOUT 2-1/2 MILES SE OF LA SALLE, IN DEER PARK
 MF1628'TOWNSHIP, ON THE S BANK OF THE ILLINOIS RIVER, ABOUT 1 MILE
 MF1628'E OF THE MOUTH OF THE VERMILION RIVER, 50 YARDS S OF THE
 MF1628'EXTREME POINT OF THE FIRST SANDSTONE LEDGE IMMEDIATELY ABOVE
 MF1628'THE OLD LITTLE ROCK FERRY, AND IN W 1/2 SEC. 19, T 33 N, R 2 E.
 MF1628'THE SURFACE MARK IS A STANDARD BRONZE CAP ON TOP OF A 3-INCH
 MF1628'WROUGHT-IRON PIPE.  THE UNDERGROUND MARK IS A 3/8-INCH COPPER
 MF1628'BOLT, LEADED VERTICALLY INTO A STONE BLOCK 18 INCHES SQUARE
 MF1628'AND FROM 5 TO 6 INCHES THICK, ABOUT 4 FEET BELOW THE SURFACE
 MF1628'OF THE GROUND.
 MF1628
 MF1628                          STATION RECOVERY (1972)
 MF1628
 MF1628'RECOVERY NOTE BY IL HIGHWAY DEPT 1972 (JWH)
 MF1628'1903 U.S. IRS-GOOD
 MF1628'
 MF1628'TO REACH IS NOT CLEAR.  ADD--GOING E. FROM OGLESBY, ON ILLINOIS
 MF1628'RT. 71, EXIT RT. 71 AFTER CROSSING THE VERMILLION RIVER
 MF1628'BRIDGE, TURN LEFT (NORTH) AND CONTINUE ON OLD DIRT ROAD
 MF1628'FOLLOWING THE BASE OF ROCKY BLUFF TO YOUR RIGHT (SOUTH) UNTIL
 MF1628'YOU REACH THE ILLINOIS RIVER AND STA. AS DESCRIBED.
 MF1628
 MF1628                          STATION RECOVERY (1997)
 MF1628
 MF1628'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1628'MARK NOT FOUND.
 MF1628
 MF1628                          STATION RECOVERY (2002)
 MF1628
 MF1628'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0695 ***********************************************************************
 MF0695  DESIGNATION -  LIVINGSTON
 MF0695  PID         -  MF0695
 MF0695  STATE/COUNTY-  IL/LA SALLE
 MF0695  USGS QUAD   -  LA SALLE (1993)
 MF0695
 MF0695                         *CURRENT SURVEY CONTROL
 MF0695  ___________________________________________________________________
 MF0695* NAD 83(1997)-  41 22 03.41923(N)    089 06 38.34514(W)     ADJUSTED  
 MF0695* NAVD 88     -       194.728  (meters)     638.87   (feet)  POSTED    
 MF0695  ___________________________________________________________________
 MF0695  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 MF0695  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0695  DYNAMIC HT  -         194.650 (meters)     638.61  (feet)  COMP
 MF0695  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 MF0695
 MF0695  HORZ ORDER  -  SECOND
 MF0695  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MF0695
 MF0695.The horizontal coordinates were established by classical geodetic methods
 MF0695.and adjusted by the National Geodetic Survey in October 1999..
 MF0695
 MF0695.The orthometric height was determined by differential leveling
 MF0695.and adjusted by the National Geodetic Survey in 1992..
 MF0695.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MF0695.rate of 4.1 thru 8.0 mm/km.
 MF0695
 MF0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0695
 MF0695.The geoid height was determined by GEOID03.
 MF0695
 MF0695.The dynamic height is computed by dividing the NAVD 88
 MF0695.geopotential number by the normal gravity value computed on the
 MF0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0695.degrees latitude (g = 980.6199 gals.).
 MF0695
 MF0695.The modeled gravity was interpolated from observed gravity values.
 MF0695
 MF0695;                    North         East     Units Scale Factor Converg.
 MF0695;SPC IL E     -   522,158.887   234,966.287   MT  1.00002703   -0 30 49.5
 MF0695;SPC IL E     - 1,713,116.28    770,885.23   sFT  1.00002703   -0 30 49.5
 MF0695;SPC IL W     -   522,387.782   788,347.999   MT  1.00003720   +0 41 52.6
 MF0695;SPC IL W     - 1,713,867.25  2,586,438.39   sFT  1.00003720   +0 41 52.6
 MF0695;UTM  16      - 4,581,716.602   323,475.782   MT  0.99998350   -1 23 42.9
 MF0695
 MF0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0695!SPC IL E     -   0.99997463  x   1.00002703  =   1.00000166
 MF0695!SPC IL W     -   0.99997463  x   1.00003720  =   1.00001183
 MF0695!UTM  16      -   0.99997463  x   0.99998350  =   0.99995813
 MF0695
 MF0695|---------------------------------------------------------------------|
 MF0695| PID    Reference Object                     Distance      Geod. Az  |
 MF0695|                                                           dddmmss.s |
 MF0695| CI7712 LIVINGSTON RM                        30.180 METERS 13312     |
 MF0695| MF0692 LEE                                 APPROX. 1.2 KM 3373114.8 |
 MF0695|---------------------------------------------------------------------|
 MF0695
 MF0695                          SUPERSEDED SURVEY CONTROL
 MF0695
 MF0695  NAD 83(1986)-  41 22 03.42644(N)    089 06 38.35121(W) AD(       ) 2
 MF0695  NAD 27      -  41 22 03.30600(N)    089 06 38.05400(W) AD(       ) 2
 MF0695  NGVD 29 (??/??/92)  194.785  (m)          639.06   (f) ADJ UNCH    1 2
 MF0695
 MF0695.Superseded values are not recommended for survey control.
 MF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0695.See file dsdata.txt to determine how the superseded data were derived.
 MF0695
 MF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2347681717(NAD 83)
 MF0695_MARKER: DS = TRIANGULATION STATION DISK
 MF0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0695_STAMPING: 639.080 LIVINGSTON 1920
 MF0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0695+STABILITY: SURFACE MOTION
 MF0695
 MF0695  HISTORY     - Date     Condition        Report By
 MF0695  HISTORY     - 1920     MONUMENTED       CGS
 MF0695  HISTORY     - 1954     MARK NOT FOUND   CGS
 MF0695  HISTORY     - 1958     MARK NOT FOUND   CGS
 MF0695  HISTORY     - 1960     GOOD             CGS
 MF0695  HISTORY     - 1960     GOOD             NGS
 MF0695  HISTORY     - 1969     MARK NOT FOUND   ILHD
 MF0695  HISTORY     - 1969     MARK NOT FOUND   CGS
 MF0695  HISTORY     - 1971     MARK NOT FOUND   NGS
 MF0695  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0695  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0695
 MF0695                          STATION DESCRIPTION
 MF0695
 MF0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF0695'STATION IS ABOUT 3 MILES N OF LA SALLE, ON THE W SIDE OF
 MF0695'THE LA SALLE AND BUREAU COUNTY RAILROAD TRACK, 30 YARDS SW
 MF0695'OF A GRAIN ELEVATOR AT MIDWAY, AND 8.25 METERS (27.07 FEET)
 MF0695'W OF THE W AND NEAREST RAIL.  THE SURFACE, UNDERGROUND, AND
 MF0695'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 MF0695'THE REFERENCE MARK
 MF0695'IS ON THE SAME SIDE OF THE TRACK, NEAR THE FENCE LINE, 30.18
 MF0695'METERS (99.02 FEET) FROM THE STATION, S 46 DEG 48 MIN E.
 MF0695
 MF0695                          STATION RECOVERY (1954)
 MF0695
 MF0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF0695'THIS STATION WAS NOT RECOVERED AFTER CAREFUL SEARCH AND
 MF0695'PROBING.  THE REFERENCE MARK WAS FOUND ON TOP OF THE GROUND
 MF0695'AND WILL BE FORWARDED TO THE OFFICE.  THE ELEVATOR, MENTIONED
 MF0695'IN THE 1920 DESCRIPTION, HAS BEEN GONE SINCE 1938.
 MF0695
 MF0695                          STATION RECOVERY (1958)
 MF0695
 MF0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HBW)
 MF0695'STATION MARK WAS NOT FOUND, BUT REFERENCE MARK POST WAS LYING
 MF0695'ON ITS SIDE ON GROUND SURFACE.  THE GRAIN ELEVATOR HAS BEEN
 MF0695'REMOVED.
 MF0695
 MF0695                          STATION RECOVERY (1960)
 MF0695
 MF0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 MF0695'STATION LIVINGSTON WAS RECOVERED AS DESCRIBED.  THE R.M.
 MF0695'WAS NOT RECOVERED AND LIVINGSTON NO 2 1920 WAS ESTABLISHED
 MF0695'IN ITS PLACE.  THE GRAIN ELEVATOR AT MIDWAY IS GONE.
 MF0695'
 MF0695'A COMPLETE NEW DESCRIPTION FOLLOWS--STATION IS ABOUT 3 MILES
 MF0695'NORTH OF LA SALLE, ON THE WEST SIDE OF THE LA SALLE AND
 MF0695'BUREAU COUNTY RAILROAD TRACK, 0.75 MILE EAST OF THE JUNCTION
 MF0695'OF U.S. HIGHWAY 51 AND U.S. HIGHWAY BUSINESS 51, SOUTHWEST
 MF0695'OF WHERE THE GRAIN ELEVATOR AT MIDWAY USED TO STAND, 83
 MF0695'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 51, 71
 MF0695'FEET SOUTH-SOUTHWEST OF A FLAGPOLE, 69 FEET SOUTH-SOUTHWEST
 MF0695'OF A FENCE CORNER, 32 FEET SOUTH-SOUTHWEST OF THE CENTER
 MF0695'LINE OF A ROAD-TRACK CROSSING, 29 FEET SOUTH OF THE CENTER
 MF0695'LINE OF A GRAVEL ROAD, 22 FEET NORTH-NORTHEAST OF A
 MF0695'TELEPHONE POLE, 69 FEET EAST OF A BRACEPOLE FOR A POWERLINE,
 MF0695'AND 4.6 FEET NORTHEAST OF A CONCRETE POST RIGHT-OF-WAY
 MF0695'PROJECTING 3 FEET.  THE STATION MARK PROJECTS 2 INCHES.
 MF0695'THE STATION IS ALSO 27.07 FEET WEST OF THE WEST AND
 MF0695'NEAREST RAIL.
 MF0695'
 MF0695'LIVINGSTON NO 2 1920 WAS ESTABLISHED 90 FEET WEST-NORTHWEST
 MF0695'OF THE CENTER OF A ROAD AND TRACK CROSSING, 37 FEET NORTH
 MF0695'OF THE CENTER LINE OF A GRAVEL ROAD, 5 FEET NORTH OF A CONCRETE
 MF0695'RIGHT-OF-WAY POST, 2 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE,
 MF0695'30 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET NORTH-NORTHWEST
 MF0695'OF A POWER POLE, AND 4 FEET NORTH OF A RIGHT-OF-WAY CORNER
 MF0695'FENCE POST.  THE R.M. IS 96.40 FEET NORTHWEST OF THE STATION
 MF0695'MARK AND PROJECTS 2 INCHES.
 MF0695
 MF0695                          STATION RECOVERY (1960)
 MF0695
 MF0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MF0695'3.2 MI NW FROM LA SALLE.
 MF0695'ABOUT 3.15 MILES NORTHWET ALONG THE ILLINOIS CENTRAL RAILROAD
 MF0695'FROM THE STATION AT LA SALLE, THENCE ABOUT 0.05 MILE WEST ALONG
 MF0695'GRAVEL ROAD TO CROSSING OF LA SALLE BUREAU COUNTY RAILROAD, IN
 MF0695'S-4, R-1E, T-33N, 0.05 MILE WEST-NORTHWEST OF ILLINOIS CENTRAL
 MF0695'RAILROAD MILEPOST 859, 32 FEET SOUTH-SOUTHWEST OF CENTER OF
 MF0695'CROSSING OF LA SALLE BUREAU COUNTY RAILROAD, 29 FEET SOUTH OF
 MF0695'CENTER LINE OF ROAD, 27 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MF0695'LA SALLE BUREAU COUNTY RAILROAD, 82 1/2 FEET NORTHEAST OF THE
 MF0695'CENTER LINE OF U.S. HIGHWAY 51 AND ON THE OUTSIDE OF A CURVE IN
 MF0695'HIGHWAY WITH TANGENTS EXTENDING SOUTHEAST AND WEST, 4 1/2 FEET
 MF0695'NORTHEAST OF CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, 96.5
 MF0695'FEET SOUTHEAST OF R.M. 2, ABOUT LEVEL WITH THE TRACK, AND SET IN
 MF0695'TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- THE SOUTHWEST
 MF0695'CORNER OF POST AND WEST EDGE ARE CHIPPED, POST IS LOOSE IN
 MF0695'GROUND.
 MF0695
 MF0695                          STATION RECOVERY (1969)
 MF0695
 MF0695'RECOVERY NOTE BY IL HIGHWAY DEPT 1969 (RAG)
 MF0695'639.080 LIVINGSTON 1920-NO LONGER IN PLACE
 MF0695'
 MF0695'LOCATED LIVINGSTON R.M. 2.  MEASURED FROM IT TO SEEK FOR
 MF0695'BENCH MARK - TRIANGULATION STATION DISK.  ALSO MEASURED
 MF0695'TO RTE 351 (ORIGINAL 51), ROW MARKER, RR RAIL, THEN DUG
 MF0695'IN AREA AND TOOK ELEVATION OF R.M. 2 TO ASCERTAIN IT WAS
 MF0695'NOT BURIED BELOW WHERE WE WERE LOOKING.
 MF0695
 MF0695                          STATION RECOVERY (1969)
 MF0695
 MF0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 MF0695'THE STATION MARK WAS NOT RECOVERED AT THIS TIME.  IT IS BELIEVED
 MF0695'THE MARK WAS DESTROYED DURING THE CONSTRUCTION WORK FOR A
 MF0695'GAS LINE.
 MF0695'
 MF0695'R.M. 1, ACCORDING TO TRIANGULATION DESCRIPTION OF 1954, HAS
 MF0695'BEEN DESTROYED.
 MF0695'
 MF0695'R.M. 2, STAMPED LIVINGSTON NO 2 1920 IS ABOUT 0.1 MILE EAST
 MF0695'ALONG THIRD STREET FROM THE POST OFFICE AT LA SALLE, THENCE
 MF0695'0.6 MILE NORTH ALONG JOLIET STREET WHICH IS STATE HIGHWAY
 MF0695'351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS AVENUE WHICH
 MF0695'IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST ALONG OLD
 MF0695'U.S. HIGHWAY 51, 115 YARDS NORTHWEST OF THE INTERSTATE HIGHWAY
 MF0695'80 OVERPASS FOR THE OLD HIGHWAY AND THE ILLINOIS CENTRAL
 MF0695'RAILROAD, 97 YARDS SOUTH OF A CROSSING OF THE RAILROAD AND
 MF0695'A DIRT ROAD, 0.05 MILE WEST-NORTHWEST OF MILEPOST 859, 109
 MF0695'FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 34
 MF0695'1/2 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 11-1/2
 MF0695'FEET NORTHWEST OF A POWER POLE WHICH IS BRACED BY 6 GUY
 MF0695'WIRES, 5 FEET NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 MF0695'MARKER, 3-1/2 FEET NORTH OF A FENCE, 115 YARDS NORTHWEST OF
 MF0695'BENCH MARK D 269, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MF0695'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MF0695'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 MF0695'
 MF0695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.15 MILES
 MF0695'NORTH
 MF0695
 MF0695                          STATION RECOVERY (1971)
 MF0695
 MF0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MF0695'A SEARCH WAS MADE FOR THE STATION MARK BUT NOTHING WAS
 MF0695'FOUND BY USING EXISTING MEASUREMENTS.  THERE HAS BEEN SOME
 MF0695'GAS LINE CONSTRUCTION IN THE AREA AND IT IS ASSUMED THAT
 MF0695'THE WORK HAS DESTROYED THE STATION MARKS.  REFERENCE
 MF0695'MARK 2 SET IN 1960 WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 MF0695'
 MF0695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 MF0695'MILES NORTH OF LA SALLE
 MF0695
 MF0695                          STATION RECOVERY (1997)
 MF0695
 MF0695'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0695'MARK NOT FOUND.
 MF0695
 MF0695                          STATION RECOVERY (2002)
 MF0695
 MF0695'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1870 ***********************************************************************
 KA1870  DESIGNATION -  LIVINGSTON
 KA1870  PID         -  KA1870
 KA1870  STATE/COUNTY-  IL/CLARK
 KA1870  USGS QUAD   -  MARSHALL (1979)
 KA1870
 KA1870                         *CURRENT SURVEY CONTROL
 KA1870  ___________________________________________________________________
 KA1870* NAD 83(1997)-  39 24 22.79323(N)    087 38 45.63032(W)     ADJUSTED  
 KA1870* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 KA1870  ___________________________________________________________________
 KA1870  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 KA1870  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KA1870
 KA1870  HORZ ORDER  -  THIRD
 KA1870
 KA1870.The horizontal coordinates were established by classical geodetic methods
 KA1870.and adjusted by the National Geodetic Survey in October 1999..
 KA1870
 KA1870.The orthometric height was scaled from a topographic map.
 KA1870
 KA1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1870
 KA1870.The geoid height was determined by GEOID03.
 KA1870
 KA1870;                    North         East     Units Scale Factor Converg.
 KA1870;SPC IL E     -   304,312.982   359,197.238   MT  1.00001813   +0 26 10.8
 KA1870;SPC IL E     -   998,400.18  1,178,466.27   sFT  1.00001813   +0 26 10.8
 KA1870;UTM  16      - 4,362,068.245   444,382.123   MT  0.99963809   -0 24 36.4
 KA1870
 KA1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1870!SPC IL E     -   0.99997699  x   1.00001813  =   0.99999512
 KA1870!UTM  16      -   0.99997699  x   0.99963809  =   0.99961509
 KA1870
 KA1870|---------------------------------------------------------------------|
 KA1870| PID    Reference Object                     Distance      Geod. Az  |
 KA1870|                                                           dddmmss.s |
 KA1870| CM3055 LIVINGSTON RM 1                      25.792 METERS 08530     |
 KA1870| CM3056 LIVINGSTON RM 2                      28.816 METERS 19319     |
 KA1870| KA1869 MARSHALL MUNICIPAL TANK             APPROX. 4.5 KM 2470609.7 |
 KA1870| KA1871 LIVINGSTON AZ MK 1947               311.544 METERS 34357     |
 KA1870|---------------------------------------------------------------------|
 KA1870
 KA1870                          SUPERSEDED SURVEY CONTROL
 KA1870
 KA1870  NAD 83(1997)-  39 24 22.79305(N)    087 38 45.63005(W) AD(       ) 3
 KA1870  NAD 83(1986)-  39 24 22.80101(N)    087 38 45.62253(W) AD(       ) 3
 KA1870  NAD 27      -  39 24 22.67140(N)    087 38 45.52620(W) AD(       ) 3
 KA1870
 KA1870.Superseded values are not recommended for survey control.
 KA1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1870.See file dsdata.txt to determine how the superseded data were derived.
 KA1870
 KA1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4438262068(NAD 83)
 KA1870_MARKER: DS = TRIANGULATION STATION DISK
 KA1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1870+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KA1870
 KA1870  HISTORY     - Date     Condition        Report By
 KA1870  HISTORY     - 1947     MONUMENTED       CGS
 KA1870  HISTORY     - 1959     GOOD             CGS
 KA1870  HISTORY     - 20050209 GOOD             ILDT
 KA1870
 KA1870                          STATION DESCRIPTION
 KA1870
 KA1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FXP)
 KA1870'STATION IS IN THE SMALL VILLAGE OF LIVINGSTON, ON PROPERTY OF EMERSON
 KA1870'CRISS, 2.8 MILES EAST OF MARSHALL VIA U.S. HIGH HIGHWAY 40, 120
 KA1870'FEET SOUTH OF CENTER LINE OF HIGHWAY 40, 80 FEET SOUTHWEST OF MR.
 KA1870'CRISS HOUSE, 25 FEET EAST OF APP APPROXIMATE CENTERLINE OF
 KA1870'GRAVELED ROAD, AND 12 FEET NORTH OF A WHITE WITNESS POST. THE MARK IS
 KA1870'14 INCHES UNDERGROUND UNDERGROUND AND THE DISK IS STAMPED
 KA1870'LIVINGSTON 1947.
 KA1870'
 KA1870'REFERENCE MARK NO. 1 IS 84.62 FEET EAST OF STATION AND 40 FEET SOUTH
 KA1870'OF MR. CRISS HOUSE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KA1870'STAMPED LIVINGSTON NO 1 1947.
 KA1870'
 KA1870'REFERENCE MARK NO. 2 IS 94.54 FEET SOUTH-SOUTHWEST OF STATION AND 18
 KA1870'FEET WEST OF APPROXIMATE CENTER OF GRAVELED ROAD THE MARK PROJECTS
 KA1870'1 INCH AND THE DISK IS STAMPED LIVINGSTON NO. 2 1947.
 KA1870'
 KA1870'AZIMUTH MARK IS 0.2 MILE NORTH OF STATION VIA GRAVELED ROAD, ON THE
 KA1870'GROUNDS OF DISTRICT 6 SCHOOL, 86 FEET NORTH OF SCHOOL BUILDING,
 KA1870'65 FEET WEST OF APPROXIMATE CENTERLINE OF GRAVELED ROAD, AND 3 FEET
 KA1870'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH, AND THE
 KA1870'DISK IS STAMPED LIVINGSTON 1947.
 KA1870'
 KA1870'HEIGHT OF LIGHT ABOVE STATION MARK IS 30 METERS.
 KA1870
 KA1870                          STATION RECOVERY (1959)
 KA1870
 KA1870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1870'STATION MARK, REFERENCE MARK NUMBER 1 AND AZIMUTH MARK WERE RECOVERED
 KA1870'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION REFERENCE MARK
 KA1870'NUMBER 2 WAS NOT FOUND AND BELIEVED DESTROYED BY ROAD IMPROVEMENT.  A
 KA1870'GARAGE IS NOW BUILT OVER REFERENCE MARK NUMBER 1 AND IS
 KA1870'NO LONGER VISIBLE FROM THE STATION. LIVINGSTON 2 1959 WAS ESTABLISHED
 KA1870'TO REPLACE REPLACE THIS STATION. THIS PARTY DESTROYED
 KA1870'LIVINGSTON 1947 BECAUSE OF FUTURE ROAD CONSTRUCTION. A TRAVERSE
 KA1870'CONNECTION WAS MADE FROM LIVINGSTON 1947 TO LIVINGSTON 2 1959.
 KA1870'THE DISTANCE IS 15.629 METERS OR 51.28 FEET.
 KA1870
 KA1870                          STATION RECOVERY (2005)
 KA1870
 KA1870'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1376 ***********************************************************************
 KA1376  DESIGNATION -  LIVINGSTON 2
 KA1376  PID         -  KA1376
 KA1376  STATE/COUNTY-  IL/CLARK
 KA1376  USGS QUAD   -  MARSHALL (1979)
 KA1376
 KA1376                         *CURRENT SURVEY CONTROL
 KA1376  ___________________________________________________________________
 KA1376* NAD 83(1997)-  39 24 22.38847(N)    087 38 45.23723(W)     ADJUSTED  
 KA1376* NAVD 88     -       178.865  (meters)     586.83   (feet)  ADJUSTED  
 KA1376  ___________________________________________________________________
 KA1376  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 KA1376  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KA1376  DYNAMIC HT  -         178.763 (meters)     586.49  (feet)  COMP
 KA1376  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KA1376
 KA1376  HORZ ORDER  -  SECOND
 KA1376  VERT ORDER  -  SECOND    CLASS 0
 KA1376
 KA1376.The horizontal coordinates were established by classical geodetic methods
 KA1376.and adjusted by the National Geodetic Survey in October 1999..
 KA1376
 KA1376.The orthometric height was determined by differential leveling
 KA1376.and adjusted by the National Geodetic Survey in June 1991..
 KA1376
 KA1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 KA1376
 KA1376.The geoid height was determined by GEOID03.
 KA1376
 KA1376.The dynamic height is computed by dividing the NAVD 88
 KA1376.geopotential number by the normal gravity value computed on the
 KA1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1376.degrees latitude (g = 980.6199 gals.).
 KA1376
 KA1376.The modeled gravity was interpolated from observed gravity values.
 KA1376
 KA1376;                    North         East     Units Scale Factor Converg.
 KA1376;SPC IL E     -   304,300.571   359,206.738   MT  1.00001814   +0 26 11.1
 KA1376;SPC IL E     -   998,359.46  1,178,497.44   sFT  1.00001814   +0 26 11.1
 KA1376;UTM  16      - 4,362,055.700   444,391.434   MT  0.99963807   -0 24 36.1
 KA1376
 KA1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KA1376!SPC IL E     -   0.99997700  x   1.00001814  =   0.99999514
 KA1376!UTM  16      -   0.99997700  x   0.99963807  =   0.99961508
 KA1376
 KA1376|---------------------------------------------------------------------|
 KA1376| PID    Reference Object                     Distance      Geod. Az  |
 KA1376|                                                           dddmmss.s |
 KA1376| KA1375 LIVINGSTON 2 RM 3                    13.107 METERS 06346     |
 KA1376| CM3057 LIVINGSTON 2 RM 5                                  0743125.8 |
 KA1376| KA1869 MARSHALL MUNICIPAL TANK             APPROX. 4.5 KM 2471746.1 |
 KA1376| KA1870 LIVINGSTON                           15.629 METERS 32300     |
 KA1376| KA1871 LIVINGSTON AZ MK 1947               326.188 METERS 34258     |
 KA1376| KA1374 LIVINGSTON 2 RM 4                    43.108 METERS 35833     |
 KA1376|---------------------------------------------------------------------|
 KA1376
 KA1376                          SUPERSEDED SURVEY CONTROL
 KA1376
 KA1376  NAD 83(1997)-  39 24 22.38829(N)    087 38 45.23696(W) AD(       ) 2
 KA1376  NAD 83(1986)-  39 24 22.39617(N)    087 38 45.22936(W) AD(       ) 2
 KA1376  NAD 27      -  39 24 22.26660(N)    087 38 45.13320(W) AD(       ) 2
 KA1376  NGVD 29 (??/??/92)  178.953  (m)          587.12   (f) ADJ UNCH    2 0
 KA1376
 KA1376.Superseded values are not recommended for survey control.
 KA1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1376.See file dsdata.txt to determine how the superseded data were derived.
 KA1376
 KA1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ4439162056(NAD 83)
 KA1376_MARKER: DS = TRIANGULATION STATION DISK
 KA1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1376_STAMPING: LIVINGSTON 2 1959
 KA1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1376+STABILITY: SURFACE MOTION
 KA1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1376+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KA1376
 KA1376  HISTORY     - Date     Condition        Report By
 KA1376  HISTORY     - 1959     MONUMENTED       CGS
 KA1376  HISTORY     - 1960     GOOD             NGS
 KA1376  HISTORY     - 1967     GOOD             NGS
 KA1376  HISTORY     - 1973     GOOD             CGS
 KA1376  HISTORY     - 20050209 GOOD             ILDT
 KA1376
 KA1376                          STATION DESCRIPTION
 KA1376
 KA1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KA1376'STATION IS LOCATED ABOUT 2-1/2 MILES EAST-NORTHEAST OF MARSHALL,
 KA1376'6-1/2 MILES WEST-SOUTHWEST OF ILLINOIS-INDIANA LINE AND IN THE
 KA1376'SMALL VILLAGE OF LIVINGSTON.
 KA1376'
 KA1376'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE ROUTE 1 IN
 KA1376'THE NORTH EDGE OF MARSHALL, GO EASTERLY ON U.S.  HIGHWAY 40 FOR
 KA1376'2.6 MILES TO TOP OF GRADE AND CROSS-ROAD AND SIGN LIVINGSTON 1/4
 KA1376'MILE. TURN LEFT AND GO BACK WEST FOR 0.15 MILE TO CROSS STREETS,
 KA1376'TURN LEFT AND GO SOUTH FOR 50 YARDS TO STATION AS DESCRIBED.
 KA1376'
 KA1376'STATION MARK, A STANDARD STATION MARK DISK STAMPED LIVINGSTON 2 1959,
 KA1376'IS SET IN TOP OF A 10 INCH CONCRETE POST WHICH IS SET FLUSH WITH
 KA1376'THE SURFACE OF THE GROUND. THE MARK IS 58 FEET SOUTHEAST OF POWER
 KA1376'POLE, 46 FEET SOUTH OF DRIVEWAY, 92 FEET SOUTH-SOUTHWEST OF
 KA1376'SOUTHWEST CORNER OF HOUSE, 34.4 FEET EAST-SOUTHEAST OF BRACE POLE NO.
 KA1376'8, 31 FEET EAST-SOUTHEAST OF RIGHT-OF-WAY MARKER AND 2.3
 KA1376'FEET NORTH OF WITNESS POST.
 KA1376'
 KA1376'REFERENCE MARK NUMBER 3, A STANDARD REFERENCE MARK DISK STAMPED
 KA1376'LIVINGSTON 2 NO 3 1959, IS SET IN TOP OF A 10 INCH SQUARE
 KA1376'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND. THE
 KA1376'MARK IS 30 FEET SOUTH OF APPROXIMATE CENTER OF DRIVEWAY AND
 KA1376'29.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF GARAGE.
 KA1376'
 KA1376'REFERENCE MARK NUMBER 4, A STANDARD REFERENCE MARK DISK STAMPED
 KA1376'LIVINGSTON 2 NO 4 1959, IS SET IN TOP OF A 10 INCH SQUARE
 KA1376'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KA1376'THE MARK IS 46 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE, 35
 KA1376'FEET EAST OF TELEPHONE POLE AND 28 FEET SOUTH OF CENTER OF ROAD.
 KA1376'
 KA1376'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED LIVINGSTON 1947,
 KA1376'IS SET IN TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1
 KA1376'INCH.  THE MARK IS 86 FEET NORTH OF NORTH SIDE OF HOUSE, 65 FEET WEST
 KA1376'OF CENTER OF ROAD AND 1.3 FEET SOUTH OF WITNESS POST.
 KA1376'
 KA1376'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTH FOR 0.2 MILE TO SIDE
 KA1376'ROAD LEFT, TURN LEFT AND GO 65 FEET TO AZIMUTH MARK ON SOUTH SIDE
 KA1376'OF ROAD AS DESCRIBED.
 KA1376
 KA1376                          STATION RECOVERY (1960)
 KA1376
 KA1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KA1376'2.6 MI E FROM MARSHALL.
 KA1376'2.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1376'STATE HIGWAY 1 IN THE NORTH PART OF MARSHALL, ON THE TOP OF A
 KA1376'CUT NORTH OF THE HIGHWAY, ABOUT 0.15 MILE WEST OF THE JUNCTION
 KA1376'OF LIVINGSTON ROAD, 112 FEET NORTH OF THE CENTER LINE OF THE
 KA1376'HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY TO A
 KA1376'GARAGE, 43 1/2 FEET EAST OF THE CENTER LINE OF A DEAD-END ROAD,
 KA1376'34 FEET EAST OF A TELEPHONE POLE, 69 FEET WEST-SOUTHWEST OF THE
 KA1376'SOUTHWEST CORNER OF THE GARAGE, 58 FEET SOUTHEAST OF A POWER
 KA1376'POLE, 2.4 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 KA1376'THE DRIVE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KA1376'GROUND.
 KA1376
 KA1376                          STATION RECOVERY (1967)
 KA1376
 KA1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KA1376'RECOVERED IN GOOD CONDITION.
 KA1376
 KA1376                          STATION RECOVERY (1973)
 KA1376
 KA1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1973 (LFS)
 KA1376'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION. THE AZIMUTH
 KA1376'MARK IS OBSTRUCTED BY TREES AND A GARAGE. A NEW AZIMUTH MARK,
 KA1376'RM NO 5 WAS SET USING A DISTANT STATION. THE DIRECTION TO THE
 KA1376'REFERENCE MARKS CHECKED. THE DISTANCE TO REFERENCE MARK 3 WAS
 KA1376'FOUND TO BE SHORTER BY 0.10 OF A FOOT. THE DISTANCE TO REFERENCE MARK
 KA1376'4 WAS FOUND TO BE LONGER BY 0.88 OF A FOOT AND THIS IS
 KA1376'THOUGHT TO HAVE BEEN AN ERROR OF SUBTRACTING RATHER THAN ADDING A
 KA1376'FOOT TO 300 TAPE. A NEW DESCRIPTION FOLLOWS.
 KA1376'
 KA1376'THE STATION IS 92 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MR.
 KA1376'WALTER CHURCHS HOUSE, 58 FEET SOUTHEAST OF A POWER POLE,
 KA1376'46 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY, 31 FEET EAST OF A
 KA1376'CONCRETE RIGHT-OF-WAY POST, 2 FEET NORTH OF A METAL WITNESS
 KA1376'POSTAND 112 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 40. THE
 KA1376'MONUMENT IS FLUSH AND THE DISK IS STAMPED LIVINGSTON 2 1959.
 KA1376'
 KA1376'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 40 AND STATE
 KA1376'HIGHWAY 1 AT THE NORTH EDGE OF MARSHALL, GO EAST ON HIGHWAY 40 FOR
 KA1376'2.65 MILES TO A ROAD CUT 0.15 MILE WEST OF LIVINGSTON ROAD, AND THE
 KA1376'STATION ON TOP AND LEFT OF CUT. CONTINUE EAST FOR 0.5 MILE TO
 KA1376'A CROSSROAD AND THE AZIMUTH MARK R.M. NO. 5 AS DESCRIBED.
 KA1376'
 KA1376'REFERENCE MARK 3 IS 30 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY, 29
 KA1376'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 3 FEET
 KA1376'SOUTH OF A 24 INCH MAPLE TREE AND 119 FEET NORTH OF THE CENTERLINE OF
 KA1376'THE HIGHWAY. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 KA1376'LIVINGSTON 2 NO 3 1959.
 KA1376'
 KA1376'REFERENCE MARK 4 IS 46 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 KA1376'HOUSE, 35 FEET EAST OF A TELEPHONE POLE, 28 FEET SOUTH OF THE
 KA1376'CENTERLINE OF A STREET, 253 FEET NORTH OF THE CENTERLINE OF THE
 KA1376'HIGHWAY.  THE MONUMENT IS FLUSH AND DISK IS STAMPED LIVINGSTON 2
 KA1376'NO 4 1959.
 KA1376'
 KA1376'REFERENCE MARK 5 IS A STANDARD DISK STAMPED LIVINGSTON 2 1959 NO 5
 KA1376'1973 SET IN A DRILL HOLE IN THE TOP AND NORTHSIDE OF CONCRETE CHUTE
 KA1376'LEADING TO HEADWALL, 36 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 30
 KA1376'FEET EAST OF THE CENTERLINE OF GRAVELED ROAD AND 1 FOOT EAST
 KA1376'OF THE NORTH END OF HEADWALL.
 KA1376'
 KA1376'THE 1959 AZIMUTH MARK WAS LEFT INTACT AND THE 1959 DESCRIPTION TO IT
 KA1376'IS GOOD.
 KA1376'
 KA1376'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KA1376
 KA1376                          STATION RECOVERY (2005)
 KA1376
 KA1376'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1375 ***********************************************************************
 KA1375  DESIGNATION -  LIVINGSTON 2 RM 3
 KA1375  PID         -  KA1375
 KA1375  STATE/COUNTY-  IL/CLARK
 KA1375  USGS QUAD   -  MARSHALL (1979)
 KA1375
 KA1375                         *CURRENT SURVEY CONTROL
 KA1375  ___________________________________________________________________
 KA1375* NAD 83(1986)-  39 24 22.     (N)    087 38 45.     (W)     SCALED    
 KA1375* NAVD 88     -       178.391  (meters)     585.27   (feet)  ADJUSTED  
 KA1375  ___________________________________________________________________
 KA1375  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KA1375  DYNAMIC HT  -         178.290 (meters)     584.94  (feet)  COMP
 KA1375  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KA1375
 KA1375  VERT ORDER  -  SECOND    CLASS 0
 KA1375
 KA1375.The horizontal coordinates were scaled from a topographic map and have
 KA1375.an estimated accuracy of +/- 6 seconds.
 KA1375
 KA1375.The orthometric height was determined by differential leveling
 KA1375.and adjusted by the National Geodetic Survey in June 1991..
 KA1375
 KA1375.The geoid height was determined by GEOID03.
 KA1375
 KA1375.The dynamic height is computed by dividing the NAVD 88
 KA1375.geopotential number by the normal gravity value computed on the
 KA1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1375.degrees latitude (g = 980.6199 gals.).
 KA1375
 KA1375.The modeled gravity was interpolated from observed gravity values.
 KA1375
 KA1375;                    North         East    Units  Estimated Accuracy
 KA1375;SPC IL E     -   304,290.      359,210.      MT  (+/- 180 meters Scaled)
 KA1375
 KA1375                          SUPERSEDED SURVEY CONTROL
 KA1375
 KA1375  NGVD 29 (??/??/92)  178.479  (m)          585.56   (f) ADJ UNCH    2 0
 KA1375
 KA1375.Superseded values are not recommended for survey control.
 KA1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1375.See file dsdata.txt to determine how the superseded data were derived.
 KA1375
 KA1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ443620(NAD 83)
 KA1375_MARKER: DR = REFERENCE MARK DISK
 KA1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1375_STAMPING: LIVINGSTON 2 NO 3 1959
 KA1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1375+STABILITY: SURFACE MOTION
 KA1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KA1375+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KA1375
 KA1375  HISTORY     - Date     Condition        Report By
 KA1375  HISTORY     - 1959     MONUMENTED       CGS
 KA1375  HISTORY     - 1960     GOOD             NGS
 KA1375  HISTORY     - 1973     GOOD             NGS
 KA1375  HISTORY     - 20050209 GOOD             ILDT
 KA1375
 KA1375                          STATION DESCRIPTION
 KA1375
 KA1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1375'2.6 MI E FROM MARSHALL.
 KA1375'2.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1375'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, ON THE TOP OF
 KA1375'A CUT NORTH OF THE HIGHWAY, ABOUT 0.15 MILE WEST OF THE JUNCTION
 KA1375'OF LIVINGSTON ROAD, 119 FEET NORTH OF THE CENTER LINE OF THE
 KA1375'HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO A
 KA1375'GARAGE, 86 FEET EAST OF THE CENTER LINE OF A DEAD-END ROAD,
 KA1375'29 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE, 66
 KA1375'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 4 1/2
 KA1375'FEET SOUTH OF A SMALL MAPLE TREE WITH FIVE TRUNKS, 43.1 FEET
 KA1375'EAST OF TRIANGULATION STATION LIVINGSTON 2, 43.7 FEET EAST OF A
 KA1375'METAL WITNESS POST, ABOUT LEVEL WITH THE DRIVE AND SET IN THE
 KA1375'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KA1375
 KA1375                          STATION RECOVERY (1973)
 KA1375
 KA1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA1375'RECOVERED IN GOOD CONDITION.
 KA1375
 KA1375                          STATION RECOVERY (2005)
 KA1375
 KA1375'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1374 ***********************************************************************
 KA1374  DESIGNATION -  LIVINGSTON 2 RM 4
 KA1374  PID         -  KA1374
 KA1374  STATE/COUNTY-  IL/CLARK
 KA1374  USGS QUAD   -  MARSHALL (1979)
 KA1374
 KA1374                         *CURRENT SURVEY CONTROL
 KA1374  ___________________________________________________________________
 KA1374* NAD 83(1986)-  39 24 22.     (N)    087 38 45.     (W)     SCALED    
 KA1374* NAVD 88     -       178.535  (meters)     585.74   (feet)  ADJUSTED  
 KA1374  ___________________________________________________________________
 KA1374  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KA1374  DYNAMIC HT  -         178.434 (meters)     585.41  (feet)  COMP
 KA1374  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KA1374
 KA1374  VERT ORDER  -  SECOND    CLASS 0
 KA1374
 KA1374.The horizontal coordinates were scaled from a topographic map and have
 KA1374.an estimated accuracy of +/- 6 seconds.
 KA1374
 KA1374.The orthometric height was determined by differential leveling
 KA1374.and adjusted by the National Geodetic Survey in June 1991..
 KA1374
 KA1374.The geoid height was determined by GEOID03.
 KA1374
 KA1374.The dynamic height is computed by dividing the NAVD 88
 KA1374.geopotential number by the normal gravity value computed on the
 KA1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1374.degrees latitude (g = 980.6199 gals.).
 KA1374
 KA1374.The modeled gravity was interpolated from observed gravity values.
 KA1374
 KA1374;                    North         East    Units  Estimated Accuracy
 KA1374;SPC IL E     -   304,290.      359,210.      MT  (+/- 180 meters Scaled)
 KA1374
 KA1374                          SUPERSEDED SURVEY CONTROL
 KA1374
 KA1374  NGVD 29 (??/??/92)  178.623  (m)          586.03   (f) ADJ UNCH    2 0
 KA1374
 KA1374.Superseded values are not recommended for survey control.
 KA1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1374.See file dsdata.txt to determine how the superseded data were derived.
 KA1374
 KA1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ443620(NAD 83)
 KA1374_MARKER: DR = REFERENCE MARK DISK
 KA1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1374_STAMPING: LIVINGSTON 2 NO 4 1959
 KA1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1374+STABILITY: SURFACE MOTION
 KA1374
 KA1374  HISTORY     - Date     Condition        Report By
 KA1374  HISTORY     - 1959     MONUMENTED       CGS
 KA1374  HISTORY     - 1960     GOOD             NGS
 KA1374  HISTORY     - 1973     GOOD             NGS
 KA1374  HISTORY     - 20050209 MARK NOT FOUND   ILDT
 KA1374
 KA1374                          STATION DESCRIPTION
 KA1374
 KA1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KA1374'2.6 MI E FROM MARSHALL.
 KA1374'2.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KA1374'STATE HIGHWAY 1 IN THE NORTH PART OF MARSHALL, ABOUT 0.15 MILE
 KA1374'WEST-NORTHWEST ALONG LIVINGSTON ROAD FROM ITS JUNCTION WITH
 KA1374'U.S. HIGHWAY 40, 253 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KA1374'28 FEET SOUTH OF THE CENTER LINE OF LIVINGSTON ROAD, 86 1/2
 KA1374'FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 35 FEET EAST OF A
 KA1374'POWER POLE WITH A TRANSFORMER, 46 FEET NORTHWEST OF THE NORTHWEST
 KA1374'CORNER OF A HOUSE, 141.5 FEET NORTH-NORTHEAST OF TRIANGULATION
 KA1374'STATION LIVINGSTON 2, 143.9 FEET NORTH-NORTHEAST OF A METAL
 KA1374'WITNESS POST, ABOUT LEVEL WITH LIVINGSTON ROAD, AND SET IN THE
 KA1374'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KA1374
 KA1374                          STATION RECOVERY (1973)
 KA1374
 KA1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KA1374'RECOVERED IN GOOD CONDITION.
 KA1374
 KA1374                          STATION RECOVERY (2005)
 KA1374
 KA1374'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KA1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0694 ***********************************************************************
 MF0694  DESIGNATION -  LIVINGSTON RM 2
 MF0694  PID         -  MF0694
 MF0694  STATE/COUNTY-  IL/LA SALLE
 MF0694  USGS QUAD   -  LA SALLE (1993)
 MF0694
 MF0694                         *CURRENT SURVEY CONTROL
 MF0694  ___________________________________________________________________
 MF0694* NAD 83(1986)-  41 22 03.     (N)    089 06 38.     (W)     SCALED    
 MF0694* NAVD 88     -       194.122  (meters)     636.88   (feet)  ADJUSTED  
 MF0694  ___________________________________________________________________
 MF0694  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0694  DYNAMIC HT  -         194.045 (meters)     636.63  (feet)  COMP
 MF0694  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 MF0694
 MF0694  VERT ORDER  -  FIRST     CLASS I
 MF0694
 MF0694.The horizontal coordinates were scaled from a topographic map and have
 MF0694.an estimated accuracy of +/- 6 seconds.
 MF0694
 MF0694.The orthometric height was determined by differential leveling
 MF0694.and adjusted by the National Geodetic Survey in June 1991..
 MF0694
 MF0694.The geoid height was determined by GEOID03.
 MF0694
 MF0694.The dynamic height is computed by dividing the NAVD 88
 MF0694.geopotential number by the normal gravity value computed on the
 MF0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0694.degrees latitude (g = 980.6199 gals.).
 MF0694
 MF0694.The modeled gravity was interpolated from observed gravity values.
 MF0694
 MF0694;                    North         East    Units  Estimated Accuracy
 MF0694;SPC IL E     -   522,150.      234,970.      MT  (+/- 180 meters Scaled)
 MF0694
 MF0694                          SUPERSEDED SURVEY CONTROL
 MF0694
 MF0694  NGVD 29 (??/??/92)  194.177  (m)          637.06   (f) ADJ UNCH    1 1
 MF0694
 MF0694.Superseded values are not recommended for survey control.
 MF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0694.See file dsdata.txt to determine how the superseded data were derived.
 MF0694
 MF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL234817(NAD 83)
 MF0694_MARKER: DR = REFERENCE MARK DISK
 MF0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0694_STAMPING: LIVINGSTON NO 2 1920
 MF0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0694+STABILITY: SURFACE MOTION
 MF0694
 MF0694  HISTORY     - Date     Condition        Report By
 MF0694  HISTORY     - 1920     MONUMENTED       CGS
 MF0694  HISTORY     - 1969     GOOD             NGS
 MF0694  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0694  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0694
 MF0694                          STATION DESCRIPTION
 MF0694
 MF0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0694'3.2 MI N FROM LA SALLE.
 MF0694'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0694'LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0694'STATE HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS
 MF0694'AVENUE WHICH IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST
 MF0694'ALONG OLD U.S. HIGHWAY 51, 115 YARDS NORTHWEST OF THE INTERSTATE
 MF0694'HIGHWAY 80 OVERPASS FOR THE OLD HIGHWAY AND THE ILLINOIS CENTRAL
 MF0694'RAILROAD, 97 YARDS SOUTH OF A CROSSING OF THE RAILROAD AND A
 MF0694'DIRT ROAD, 0.05 MILE WEST-NORTHWEST OF MILEPOST 859, 109 FEET
 MF0694'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 34 1/2 FEET NORTH
 MF0694'OF THE CENTER LINE OF THE DIRT ROAD, 11 1/2 FEET NORTHWEST OF A
 MF0694'POWER POLE WHICH IS BRACED BY 6 GUY WIRES, 5 FEET NORTH OF A
 MF0694'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 3 1/2 FEET NORTH OF A FENCE,
 MF0694'115 YARDS NORTHWEST OF BENCH MARK D 269, ABOUT 1 FOOT BELOW THE
 MF0694'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MF0694'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  SEC 33, T 34, R
 MF0694'1E.
 MF0694
 MF0694                          STATION RECOVERY (1997)
 MF0694
 MF0694'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0694'MARK NOT FOUND.
 MF0694
 MF0694                          STATION RECOVERY (2002)
 MF0694
 MF0694'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0033 ***********************************************************************
 MF0033  DESIGNATION -  LL 20
 MF0033  PID         -  MF0033
 MF0033  STATE/COUNTY-  IL/KENDALL
 MF0033  USGS QUAD   -  PLATTVILLE (1993)
 MF0033
 MF0033                         *CURRENT SURVEY CONTROL
 MF0033  ___________________________________________________________________
 MF0033* NAD 83(1986)-  41 34 16.     (N)    088 26 04.     (W)     SCALED    
 MF0033* NAVD 88     -       205.317  (meters)     673.61   (feet)  ADJUSTED  
 MF0033  ___________________________________________________________________
 MF0033  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0033  DYNAMIC HT  -         205.241 (meters)     673.36  (feet)  COMP
 MF0033  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 MF0033
 MF0033  VERT ORDER  -  SECOND    CLASS 0
 MF0033
 MF0033.The horizontal coordinates were scaled from a topographic map and have
 MF0033.an estimated accuracy of +/- 6 seconds.
 MF0033
 MF0033.The orthometric height was determined by differential leveling
 MF0033.and adjusted by the National Geodetic Survey in June 1991..
 MF0033
 MF0033.The geoid height was determined by GEOID03.
 MF0033
 MF0033.The dynamic height is computed by dividing the NAVD 88
 MF0033.geopotential number by the normal gravity value computed on the
 MF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0033.degrees latitude (g = 980.6199 gals.).
 MF0033
 MF0033.The modeled gravity was interpolated from observed gravity values.
 MF0033
 MF0033;                    North         East    Units  Estimated Accuracy
 MF0033;SPC IL E     -   544,470.      291,570.      MT  (+/- 180 meters Scaled)
 MF0033
 MF0033                          SUPERSEDED SURVEY CONTROL
 MF0033
 MF0033  NGVD 29 (??/??/92)  205.390  (m)          673.85   (f) ADJ UNCH    2 0
 MF0033
 MF0033.Superseded values are not recommended for survey control.
 MF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0033.See file dsdata.txt to determine how the superseded data were derived.
 MF0033
 MF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM804031(NAD 83)
 MF0033_MARKER: DB = BENCH MARK DISK
 MF0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0033_STAMPING: LL 20 1934
 MF0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0033+STABILITY: SURFACE MOTION
 MF0033
 MF0033  HISTORY     - Date     Condition        Report By
 MF0033  HISTORY     - 1934     MONUMENTED       CGS
 MF0033  HISTORY     - 20010331 GOOD             NGS
 MF0033  HISTORY     - 20020430 MARK NOT FOUND   USPSQD
 MF0033
 MF0033                          STATION DESCRIPTION
 MF0033
 MF0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0033'5 MI S FROM YORKVILLE.
 MF0033'5.0 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE COUNTY COURTHOUSE
 MF0033'AT YORKVILLE, KENDALL COUNTY, AT THE JUNCTION OF A DRIVEWAY AT
 MF0033'A FARM ENTRANCE, 114 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 MF0033'33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET EAST OF THE
 MF0033'CENTERLINE OF AN ABANDONED RAILROAD, AND ABOUT 2 FEET HIGHER THAN
 MF0033'THE HIGHWAY.  A STANDARD DISK, STAMPED LL 20 1934 AND SET IN THE TOP
 MF0033'OF A CONCRETE POST.
 MF0033
 MF0033                          STATION RECOVERY (2001)
 MF0033
 MF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0033'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0033
 MF0033                          STATION RECOVERY (2002)
 MF0033
 MF0033'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEG)
 MF0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1408 ***********************************************************************
 LC1408  DESIGNATION -  LL 44
 LC1408  PID         -  LC1408
 LC1408  STATE/COUNTY-  IL/PEORIA
 LC1408  USGS QUAD   -  ELMWOOD (1982)
 LC1408
 LC1408                         *CURRENT SURVEY CONTROL
 LC1408  ___________________________________________________________________
 LC1408* NAD 83(1986)-  40 50 20.     (N)    089 53 18.     (W)     SCALED    
 LC1408* NAVD 88     -       215.442  (meters)     706.83   (feet)  ADJUSTED  
 LC1408  ___________________________________________________________________
 LC1408  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1408  DYNAMIC HT  -         215.344 (meters)     706.51  (feet)  COMP
 LC1408  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 LC1408
 LC1408  VERT ORDER  -  SECOND    CLASS 0
 LC1408
 LC1408.The horizontal coordinates were scaled from a topographic map and have
 LC1408.an estimated accuracy of +/- 6 seconds.
 LC1408
 LC1408.The orthometric height was determined by differential leveling
 LC1408.and adjusted by the National Geodetic Survey in June 1991..
 LC1408
 LC1408.The geoid height was determined by GEOID03.
 LC1408
 LC1408.The dynamic height is computed by dividing the NAVD 88
 LC1408.geopotential number by the normal gravity value computed on the
 LC1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1408.degrees latitude (g = 980.6199 gals.).
 LC1408
 LC1408.The modeled gravity was interpolated from observed gravity values.
 LC1408
 LC1408;                    North         East    Units  Estimated Accuracy
 LC1408;SPC IL W     -   463,170.      723,470.      MT  (+/- 180 meters Scaled)
 LC1408
 LC1408                          SUPERSEDED SURVEY CONTROL
 LC1408
 LC1408  NGVD 29 (??/??/92)  215.524  (m)          707.10   (f) ADJ UNCH    2 0
 LC1408
 LC1408.Superseded values are not recommended for survey control.
 LC1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1408.See file dsdata.txt to determine how the superseded data were derived.
 LC1408
 LC1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL564248(NAD 83)
 LC1408_MARKER: DB = BENCH MARK DISK
 LC1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC1408_SP_SET: CULVERT
 LC1408_STAMPING: LL 44 1935
 LC1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC1408
 LC1408  HISTORY     - Date     Condition        Report By
 LC1408  HISTORY     - 1935     MONUMENTED       CGS
 LC1408  HISTORY     - 1959     GOOD             NGS
 LC1408  HISTORY     - 19981214 GOOD             USPSQD
 LC1408
 LC1408                          STATION DESCRIPTION
 LC1408
 LC1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LC1408'0.5 MI SW FROM BRIMFIELD.
 LC1408'ABOUT 0.5 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LC1408'RAILROAD FROM THE STATION AT BRIMFIELD, AT THE CROSSING OF U.S.
 LC1408'HIGHWAY 150, SET IN THE TOP AND AT THE CENTER OF THE SOUTH HEADWALL
 LC1408'OF A 2-FOOT CONCRETE BOX CULVERT, 20 FEET SOUTH OF THE CENTER
 LC1408'LINE OF THE HIGHWAY, 16 1/2 FEET EAST-SOUTHEAST OF THE EAST-SOUTHEAST
 LC1408'RAIL, ABOUT LEVEL WITH THE TRACK.
 LC1408
 LC1408                          STATION RECOVERY (1998)
 LC1408
 LC1408'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1590 ***********************************************************************
 MF1590  DESIGNATION -  LLOYD
 MF1590  PID         -  MF1590
 MF1590  STATE/COUNTY-  IL/BUREAU
 MF1590  USGS QUAD   -  LA MOILLE (1982)
 MF1590
 MF1590                         *CURRENT SURVEY CONTROL
 MF1590  ___________________________________________________________________
 MF1590* NAD 83(1997)-  41 30 35.86465(N)    089 15 24.53847(W)     ADJUSTED  
 MF1590* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 MF1590  ___________________________________________________________________
 MF1590  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 MF1590  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1590
 MF1590  HORZ ORDER  -  SECOND
 MF1590
 MF1590.The horizontal coordinates were established by classical geodetic methods
 MF1590.and adjusted by the National Geodetic Survey in October 1999..
 MF1590
 MF1590.The orthometric height was scaled from a topographic map.
 MF1590
 MF1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1590
 MF1590.The geoid height was determined by GEOID03.
 MF1590
 MF1590;                    North         East     Units Scale Factor Converg.
 MF1590;SPC IL W     -   538,057.728   775,953.307   MT  1.00001214   +0 36 10.9
 MF1590;SPC IL W     - 1,765,277.73  2,545,773.47   sFT  1.00001214   +0 36 10.9
 MF1590;SPC IL E     -   538,087.996   222,906.048   MT  1.00004811   -0 36 43.4
 MF1590;SPC IL E     - 1,765,377.03    731,317.59   sFT  1.00004811   -0 36 43.4
 MF1590;UTM  16      - 4,597,829.191   311,662.723   MT  1.00003653   -1 29 46.1
 MF1590
 MF1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1590!SPC IL W     -   0.99996629  x   1.00001214  =   0.99997843
 MF1590!SPC IL E     -   0.99996629  x   1.00004811  =   1.00001440
 MF1590!UTM  16      -   0.99996629  x   1.00003653  =   1.00000282
 MF1590
 MF1590:                Primary Azimuth Mark                     Grid Az
 MF1590:SPC IL W     -  WELLAND MICH WISC PLINE KSD 81           048 52 34.5
 MF1590:SPC IL E     -  WELLAND MICH WISC PLINE KSD 81           050 05 28.8
 MF1590:UTM  16      -  WELLAND MICH WISC PLINE KSD 81           050 58 31.5
 MF1590
 MF1590|---------------------------------------------------------------------|
 MF1590| PID    Reference Object                     Distance      Geod. Az  |
 MF1590|                                                           dddmmss.s |
 MF1590| MF1562 WELLAND MICH WISC PLINE KSD 81      APPROX.17.3 KM 0492845.4 |
 MF1590| MF1561 MENDOTA PUB SER KSA 249 MAST        APPROX.12.5 KM 0671924.5 |
 MF1590| MF1564 MENDOTA CALIF PACKING CO TANK       APPROX.14.2 KM 0684131.3 |
 MF1590| MF1560 MENDOTA MUNICIPAL TANK              APPROX.12.5 KM 0691621.2 |
 MF1590| MF1573 MENDOTA FEED MILL WATER TANK        APPROX.11.0 KM 0724746.2 |
 MF1590| MF1649 ARLINGTON MUNICIPAL TANK            APPROX. 4.1 KM 1691713.7 |
 MF1590| CI7713 LLOYD AZ MK                                        1830911.8 |
 MF1590| CI7715 LLOYD RM 2                           31.394 METERS 20345     |
 MF1590| MF1658 ZEARING CB AND Q RR WATER TANK      APPROX. 8.5 KM 2125157.1 |
 MF1590| CI7714 LLOYD RM 1                           33.415 METERS 30740     |
 MF1590| MF1592 LA MOILLE MUNICIPAL TANK            APPROX. 3.3 KM 3185925.0 |
 MF1590|---------------------------------------------------------------------|
 MF1590
 MF1590                          SUPERSEDED SURVEY CONTROL
 MF1590
 MF1590  NAD 83(1997)-  41 30 35.86459(N)    089 15 24.53928(W) AD(       ) 2
 MF1590  NAD 83(1986)-  41 30 35.87080(N)    089 15 24.54514(W) AD(       ) 2
 MF1590  NAD 27      -  41 30 35.74930(N)    089 15 24.23460(W) AD(       ) 2
 MF1590
 MF1590.Superseded values are not recommended for survey control.
 MF1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1590.See file dsdata.txt to determine how the superseded data were derived.
 MF1590
 MF1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1166397829(NAD 83)
 MF1590_MARKER: DS = TRIANGULATION STATION DISK
 MF1590_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MF1590
 MF1590  HISTORY     - Date     Condition        Report By
 MF1590  HISTORY     - 1954     MONUMENTED       CGS
 MF1590  HISTORY     - 19960414 MARK NOT FOUND   USPSQD
 MF1590  HISTORY     - 20010601 MARK NOT FOUND   USPSQD
 MF1590  HISTORY     - 20050825 MARK NOT FOUND   USPSQD
 MF1590
 MF1590                          STATION DESCRIPTION
 MF1590
 MF1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1590'STATION IS LOCATED ABOUT 3 MILES NORTH OF ARLINGTON AND
 MF1590'2 MILES SOUTHEAST OF LA MOILLE ON THE GROUNDS OF THE LLOYD
 MF1590'GRADE SCHOOL PROPERTY OWNED BY MRS. ROY BENTLEY.  IT IS
 MF1590'205 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL, 96
 MF1590'FEET NORTHEAST OF THE INTERSECTION OF A GRAVEL CROSSROAD,
 MF1590'68 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, AND 29 FEET
 MF1590'EAST OF A ROW OF LARGE MAPLE TREES.  THE MARK IS ABOUT 18
 MF1590'INCHES BELOW GROUND AND THE DISK IS STAMPED LLOYD 1954.
 MF1590'
 MF1590'REFERENCE MARK NO. 1 IS 46 FEET SOUTH OF A POWER LINE POLE,
 MF1590'26 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT EAST
 MF1590'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LLOYD
 MF1590'NO 1 1954.
 MF1590'
 MF1590'REFERENCE MARK NO. 2 IS 35 FEET SOUTHEAST OF THE ROAD INTERSECTION,
 MF1590'4 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF A FENCE.
 MF1590'THE MARK IS FLUSH AND THE DISK IS STAMPED LLOYD NO 2 1954.
 MF1590'
 MF1590'AZIMUTH MARK IS 30 FEET NORTHWEST OF A T ROAD INTERSECTION,
 MF1590'2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF
 MF1590'A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 MF1590'IS STAMPED LLOYD 1954.
 MF1590'
 MF1590'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 MF1590'34 AND 89 IN THE SOUTH SECTION OF LA MOILLE, GO SOUTHEAST
 MF1590'ON HIGHWAY 89 FOR 1.15 MILES TO A CROSSROAD JUST AFTER PASSING
 MF1590'A CEMETERY ON THE RIGHT, TURN LEFT AND GO EAST ON GRAVEL
 MF1590'ROAD FOR 0.85 MILE TO A CROSSROAD AND THE STATION IN THE
 MF1590'NORTHEAST ANGLE AS DESCRIBED.
 MF1590'
 MF1590'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVEL
 MF1590'ROAD FOR 0.5 MILE TO WHERE GRAVEL ROAD TURNS LEFT AND DIRT
 MF1590'ROAD CONTINUES AHEAD, AND THE MARK ON THE RIGHT, WEST SIDE
 MF1590'OF ROAD AS DESCRIBED.
 MF1590'
 MF1590'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1590
 MF1590                          STATION RECOVERY (1996)
 MF1590
 MF1590'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1590'MARK NOT FOUND.
 MF1590
 MF1590                          STATION RECOVERY (2001)
 MF1590
 MF1590'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1590'AZ MARK FOUND IN GOOD CONDITION. RM 1 NOT FOUND. RM 2 MONUMENT, NO
 MF1590'DISK OR PIN, FOUND IN POOR/DISTURBED CONDITION.
 MF1590
 MF1590                          STATION RECOVERY (2005)
 MF1590
 MF1590'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1590'AZ MARK RECOVERED IN GOOD CONDITION. MONUMENT OF RM 2 LOCATED, DISK
 MF1590'MISSING. RM 1 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1042 ***********************************************************************
 NH1042  DESIGNATION -  LOCH LOMOND MUNICIPAL TANK
 NH1042  PID         -  NH1042
 NH1042  STATE/COUNTY-  IL/LAKE
 NH1042  USGS QUAD   -  GRAYSLAKE (1993)
 NH1042
 NH1042                         *CURRENT SURVEY CONTROL
 NH1042  ___________________________________________________________________
 NH1042* NAD 83(1997)-  42 16 55.89326(N)    088 00 58.28560(W)     ADJUSTED  
 NH1042* NAVD 88     -                                                        
 NH1042  ___________________________________________________________________
 NH1042  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 NH1042  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NH1042
 NH1042  HORZ ORDER  -  THIRD
 NH1042
 NH1042.The horizontal coordinates were established by classical geodetic methods
 NH1042.and adjusted by the National Geodetic Survey in October 1999..
 NH1042
 NH1042
 NH1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1042
 NH1042.The geoid height was determined by GEOID03.
 NH1042
 NH1042;                    North         East     Units Scale Factor Converg.
 NH1042;SPC IL E     -   623,495.362   326,158.478   MT  0.99998342   +0 12 48.1
 NH1042;SPC IL E     - 2,045,584.37  1,070,071.61   sFT  0.99998342   +0 12 48.1
 NH1042;UTM  16      - 4,681,608.427   416,213.955   MT  0.99968637   -0 41 01.4
 NH1042
 NH1042                          SUPERSEDED SURVEY CONTROL
 NH1042
 NH1042  NAD 83(1997)-  42 16 55.89322(N)    088 00 58.28606(W) AD(       ) 4
 NH1042  NAD 83(1997)-  42 16 55.89373(N)    088 00 58.29601(W) AD(       ) 4
 NH1042  NAD 83(1986)-  42 16 55.89445(N)    088 00 58.29956(W) AD(       ) 4
 NH1042  NAD 27      -  42 16 55.80900(N)    088 00 58.02200(W) AD(       ) 3
 NH1042
 NH1042.Superseded values are not recommended for survey control.
 NH1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1042.See file dsdata.txt to determine how the superseded data were derived.
 NH1042
 NH1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1621481608(NAD 83)
 NH1042_MARKER: 53 = ELEVATED TANK
 NH1042
 NH1042  HISTORY     - Date     Condition        Report By
 NH1042  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1042  HISTORY     - 19910519 GOOD             USPSQD
 NH1042  HISTORY     - 19940519 GOOD             USPSQD
 NH1042  HISTORY     - 19981211 MARK NOT FOUND   USPSQD
 NH1042  HISTORY     - 20050313 MARK NOT FOUND   USPSQD
 NH1042
 NH1042                          STATION DESCRIPTION
 NH1042
 NH1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1042'STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ABOUT
 NH1042'1-1/2 MILES SOUTHEAST OF IVANHOE.  IT IS A SPHERICAL STEEL
 NH1042'TANK ABOUT 110 FEET HIGH SUPPORTED BY A CENTER STANDPIPE AND
 NH1042'IS PAINTED SILVER WITH THE INSCRIPTION LOCH LOMOND IN BLACK
 NH1042'LETTERS ON THE SOUTH SIDE.
 NH1042
 NH1042                          STATION RECOVERY (1991)
 NH1042
 NH1042'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMB)
 NH1042'RECOVERED IN GOOD CONDITION.
 NH1042
 NH1042                          STATION RECOVERY (1994)
 NH1042
 NH1042'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH1042'RECOVERED IN GOOD CONDITION.
 NH1042
 NH1042                          STATION RECOVERY (1998)
 NH1042
 NH1042'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH1042'MARK NOT FOUND.
 NH1042
 NH1042                          STATION RECOVERY (2005)
 NH1042
 NH1042'RECOVERY NOTE BY US POWER SQUADRON 2005 (MS)
 NH1042'LOCH LOMOND MUNICIPAL TANK WAS DISASEMBLED AND REMOVED FROM THE SITE
 NH1042' 
 NH1042' 
 NH1042'IN 1994 PER THE VILLAGE OF MUNDELEIN SUPERINTENDANT OF PUBLIC WORKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1347 ***********************************************************************
 MF1347  DESIGNATION -  LOCKPORT MUNICIPAL TANK
 MF1347  PID         -  MF1347
 MF1347  STATE/COUNTY-  IL/WILL
 MF1347  USGS QUAD   -  JOLIET (1993)
 MF1347
 MF1347                         *CURRENT SURVEY CONTROL
 MF1347  ___________________________________________________________________
 MF1347* NAD 83(1997)-  41 35 41.73075(N)    088 03 00.67190(W)     ADJUSTED  
 MF1347* NAVD 88     -                                                        
 MF1347  ___________________________________________________________________
 MF1347  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 MF1347  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF1347
 MF1347  HORZ ORDER  -  THIRD
 MF1347
 MF1347.The horizontal coordinates were established by classical geodetic methods
 MF1347.and adjusted by the National Geodetic Survey in October 1999..
 MF1347
 MF1347
 MF1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1347
 MF1347.The geoid height was determined by GEOID03.
 MF1347
 MF1347;                    North         East     Units Scale Factor Converg.
 MF1347;SPC IL E     -   547,151.062   323,606.530   MT  0.99998186   +0 11 16.7
 MF1347;SPC IL E     - 1,795,111.44  1,061,699.09   sFT  0.99998186   +0 11 16.7
 MF1347;UTM  16      - 4,605,335.355   412,476.037   MT  0.99969427   -0 41 50.0
 MF1347
 MF1347                          SUPERSEDED SURVEY CONTROL
 MF1347
 MF1347  NAD 83(1997)-  41 35 41.73121(N)    088 03 00.67239(W) AD(       ) 4
 MF1347  NAD 83(1986)-  41 35 41.73188(N)    088 03 00.68175(W) AD(       ) 4
 MF1347  NAD 27      -  41 35 41.62000(N)    088 03 00.46300(W) AD(       ) 3
 MF1347
 MF1347.Superseded values are not recommended for survey control.
 MF1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1347.See file dsdata.txt to determine how the superseded data were derived.
 MF1347
 MF1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1247605335(NAD 83)
 MF1347_MARKER: 53 = ELEVATED TANK
 MF1347
 MF1347  HISTORY     - Date     Condition        Report By
 MF1347  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1347  HISTORY     - 20050212 GOOD             GEOCAC
 MF1347
 MF1347                          STATION DESCRIPTION
 MF1347
 MF1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1347'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 MF1347'TANK LOCATED AT THE NORTH CORNER OF THE INTERSECTION OF JEFFERSON
 MF1347'STREET AND THIRD STREET IN THE NORTH SECTION OF LOCKPORT.
 MF1347'IT IS A STEEL TANK SUPPORTED BY A SIX-LEGGED STEEL STRUCTURE
 MF1347'AND IS PAINTED TAN COLOR.  THE HEIGHT IS ABOUT 85 FEET.
 MF1347
 MF1347                          STATION RECOVERY (2005)
 MF1347
 MF1347'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 MF1347'TOWER HAS SINCE BEEN REPORTED DESTROYED.  SEE THIS LINK (WHICH WILL
 MF1347'TAKE YOU TO A PAGE FULL OF BM LINKS).  THE LINK TO MF1347 HAS MY
 MF1347'GEOCACHING LOG AND PICTURE FOR THE TOWER, BUT THE LOG DATED 5/22/05
 MF1347'HAS A PIC OF WHAT APPEARS TO BE THE SAME AREA, BUT NO TOWER.
 MF1347'WWW.GEOCACHING.COM/MARK/DETAILS.ASPX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1337 ***********************************************************************
 MF1337  DESIGNATION -  LOCKPORT ST DENNIS CATH CH
 MF1337  PID         -  MF1337
 MF1337  STATE/COUNTY-  IL/WILL
 MF1337  USGS QUAD   -  JOLIET (1993)
 MF1337
 MF1337                         *CURRENT SURVEY CONTROL
 MF1337  ___________________________________________________________________
 MF1337* NAD 83(1997)-  41 35 08.38174(N)    088 03 26.38650(W)     ADJUSTED  
 MF1337* NAVD 88     -                                                        
 MF1337  ___________________________________________________________________
 MF1337  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 MF1337  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MF1337
 MF1337  HORZ ORDER  -  THIRD
 MF1337
 MF1337.The horizontal coordinates were established by classical geodetic methods
 MF1337.and adjusted by the National Geodetic Survey in October 1999..
 MF1337
 MF1337
 MF1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1337
 MF1337.The geoid height was determined by GEOID03.
 MF1337
 MF1337;                    North         East     Units Scale Factor Converg.
 MF1337;SPC IL E     -   546,120.291   323,014.297   MT  0.99998152   +0 10 59.5
 MF1337;SPC IL E     - 1,791,729.65  1,059,756.07   sFT  0.99998152   +0 10 59.5
 MF1337;UTM  16      - 4,604,314.149   411,868.126   MT  0.99969558   -0 42 06.6
 MF1337
 MF1337                          SUPERSEDED SURVEY CONTROL
 MF1337
 MF1337  NAD 83(1997)-  41 35 08.38213(N)    088 03 26.38693(W) AD(       ) 4
 MF1337  NAD 83(1986)-  41 35 08.38317(N)    088 03 26.39660(W) AD(       ) 4
 MF1337  NAD 27      -  41 35 08.27300(N)    088 03 26.17900(W) AD(       ) 3
 MF1337
 MF1337.Superseded values are not recommended for survey control.
 MF1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1337.See file dsdata.txt to determine how the superseded data were derived.
 MF1337
 MF1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1186804314(NAD 83)
 MF1337_MARKER: 90 = CHURCH SPIRE
 MF1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1337+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 MF1337
 MF1337  HISTORY     - Date     Condition        Report By
 MF1337  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1337  HISTORY     - 20050212 GOOD             GEOCAC
 MF1337
 MF1337                          STATION DESCRIPTION
 MF1337
 MF1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1337'STATION IS THE BASE OF THE CROSS ATOP THE SPIRE OF ST. DENNIS
 MF1337'CATHOLIC CHURCH WHICH IS LOCATED IN THE SOUTHEAST SECTION OF
 MF1337'LOCKPORT AT THE SOUTHEAST CORNER OF HAMILTON AND EAST 12TH.
 MF1337'STREETS.  THE SPIRE IS ATOP THE NORTHWEST CORNER OF THE
 MF1337'CHURCH AND IS ABOUT 175 FEET HIGH.  IT IS BUILT OF TAN LIMESTONE
 MF1337'AND HAS AN ORNATE BELFRY AND CLOCK TOWER BELOW A SHORT SPIRE.
 MF1337'THE CHURCH WAS BUILT IN 1877.
 MF1337
 MF1337                          STATION RECOVERY (2005)
 MF1337
 MF1337'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 MF1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1890 ***********************************************************************
 JB1890  DESIGNATION -  LOCUST
 JB1890  PID         -  JB1890
 JB1890  STATE/COUNTY-  IL/WASHINGTON
 JB1890  USGS QUAD   -  WINKLE (1974)
 JB1890
 JB1890                         *CURRENT SURVEY CONTROL
 JB1890  ___________________________________________________________________
 JB1890* NAD 83(1997)-  38 15 00.01068(N)    089 22 48.08774(W)     ADJUSTED  
 JB1890* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 JB1890  ___________________________________________________________________
 JB1890  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JB1890  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JB1890
 JB1890  HORZ ORDER  -  SECOND
 JB1890
 JB1890.The horizontal coordinates were established by classical geodetic methods
 JB1890.and adjusted by the National Geodetic Survey in October 1999..
 JB1890
 JB1890.The orthometric height was scaled from a topographic map.
 JB1890
 JB1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1890
 JB1890.The geoid height was determined by GEOID03.
 JB1890
 JB1890;                    North         East     Units Scale Factor Converg.
 JB1890;SPC IL W     -   176,010.890   768,853.971   MT  0.99999954   +0 29 13.3
 JB1890;SPC IL W     -   577,462.39  2,522,481.74   sFT  0.99999954   +0 29 13.3
 JB1890;UTM  16      - 4,236,232.741   291,737.474   MT  1.00013420   -1 28 26.4
 JB1890
 JB1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1890!SPC IL W     -   0.99998148  x   0.99999954  =   0.99998102
 JB1890!UTM  16      -   0.99998148  x   1.00013420  =   1.00011567
 JB1890
 JB1890|---------------------------------------------------------------------|
 JB1890| PID    Reference Object                     Distance      Geod. Az  |
 JB1890|                                                           dddmmss.s |
 JB1890| CI4520 LOCUST RM 1                          24.238 METERS 17910     |
 JB1890| CI4521 LOCUST RM 2                          28.926 METERS 27149     |
 JB1890| JB1905 NATURAL GAS PLINE KSC 52 E MST      APPROX. 3.2 KM 2764352.9 |
 JB1890| CI4519 LOCUST AZ MK                                       2764446.8 |
 JB1890|---------------------------------------------------------------------|
 JB1890
 JB1890                          SUPERSEDED SURVEY CONTROL
 JB1890
 JB1890  NAD 83(1986)-  38 15 00.02571(N)    089 22 48.08805(W) AD(       ) 2
 JB1890  NAD 27      -  38 14 59.84700(N)    089 22 47.77581(W) AD(       ) 2
 JB1890
 JB1890.Superseded values are not recommended for survey control.
 JB1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1890.See file dsdata.txt to determine how the superseded data were derived.
 JB1890
 JB1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH9173736233(NAD 83)
 JB1890_MARKER: DS = TRIANGULATION STATION DISK
 JB1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1890
 JB1890  HISTORY     - Date     Condition        Report By
 JB1890  HISTORY     - 1962     MONUMENTED       CGS
 JB1890
 JB1890                          STATION DESCRIPTION
 JB1890
 JB1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (VBM)
 JB1890'NO MEASUREMENT BETWEEN R.M.S BUSY HIGHWAY.
 JB1890'
 JB1890'THE STATION IS ABOUT 6 MILES SOUTH OF NASHVILLE, ON THE ROAD
 JB1890'RIGHT-OF-WAY AND IS NEAR THE CENTER OF SECTION 24, T. 3 S., R. 3
 JB1890'W..  IT IS 119 FEET SOUTHEAST OF THE SOUTH ONE OF FOUR OAK TREES,
 JB1890'46 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 127, 8 FEET NORTH
 JB1890'OF A WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT
 JB1890'IS FLUSH AND THE DISK IS STAMPED LOCUST 1962.
 JB1890'
 JB1890'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 127 AND U.S. HIGHWAY
 JB1890'460 IN NASHVILLE, GO SOUTH ON HIGHWAY 127 FOR 6.25 MILES TO A
 JB1890'CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 127 FOR 0.1 MILE TO THE
 JB1890'STATION ON THE LEFT.
 JB1890'
 JB1890'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON A PAVED ROAD
 JB1890'FOR 0.6 MILE TO THE MARK ON THE LEFT, JUST WEST OF A DRIVEWAY ON THE
 JB1890'LEFT.
 JB1890'
 JB1890'REFERENCE MARK 1 IS 72 FEET SOUTH OF THE WITNESS POST, 46 FEET EAST
 JB1890'OF THE CENTERLINE OF HIGHWAY 127 AND 1 FOOT WEST OF THE WIRE FENCE.
 JB1890'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LOCUST NO 1 1962.
 JB1890'
 JB1890'REFERENCE MARK 2 IS 72 FEET SOUTH OF THE SOUTH ONE OF THE FOUR OAK
 JB1890'TREES, 45 FEET WEST OF THE CENTERLINE OF HIGHWAY 127 AND 43 FEET
 JB1890'SOUTHEAST OF A POWER POLE.  THE MONUMENT IS FLUSH AND THE DISK IS
 JB1890'STAMPED LOCUST NO 2 1962.
 JB1890'
 JB1890'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JB1890'DRIVEWAY, 23 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD, 2 FEET
 JB1890'EAST OF A WITNESS POST AND 1 FOOT EAST OF A POWER POLE.  THE MONUMENT
 JB1890'PROJECTS 4 INCHES AND THE DISK IS STAMPED LOCUST 1962.
 JB1890'
 JB1890'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0057 ***********************************************************************
 LC0057  DESIGNATION -  LODA
 LC0057  PID         -  LC0057
 LC0057  STATE/COUNTY-  IL/IROQUOIS
 LC0057  USGS QUAD   -  BUCKLEY (1986)
 LC0057
 LC0057                         *CURRENT SURVEY CONTROL
 LC0057  ___________________________________________________________________
 LC0057* NAD 83(1997)-  40 32 44.73957(N)    088 03 34.98155(W)     ADJUSTED  
 LC0057* NAVD 88     -       224.253  (meters)     735.74   (feet)  ADJUSTED  
 LC0057  ___________________________________________________________________
 LC0057  X           -     164,335.157 (meters)                     COMP
 LC0057  Y           -  -4,850,896.395 (meters)                     COMP
 LC0057  Z           -   4,124,347.351 (meters)                     COMP
 LC0057  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LC0057  ELLIP HEIGHT-         191.93  (meters)          (02/03/05) GPS OBS
 LC0057  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LC0057  DYNAMIC HT  -         224.148 (meters)     735.39  (feet)  COMP
 LC0057  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 LC0057
 LC0057  HORZ ORDER  -  FIRST
 LC0057  VERT ORDER  -  SECOND    CLASS 0
 LC0057  ELLP ORDER  -  FOURTH    CLASS II
 LC0057
 LC0057.The horizontal coordinates were established by GPS observations
 LC0057.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC0057
 LC0057.The orthometric height was determined by differential leveling
 LC0057.and adjusted by the National Geodetic Survey in June 1991..
 LC0057
 LC0057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC0057
 LC0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0057
 LC0057.The ellipsoidal height was determined by GPS observations
 LC0057.and is referenced to NAD 83.
 LC0057
 LC0057.The geoid height was determined by GEOID03.
 LC0057
 LC0057.The dynamic height is computed by dividing the NAVD 88
 LC0057.geopotential number by the normal gravity value computed on the
 LC0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0057.degrees latitude (g = 980.6199 gals.).
 LC0057
 LC0057.The modeled gravity was interpolated from observed gravity values.
 LC0057
 LC0057;                    North         East     Units Scale Factor Converg.
 LC0057;SPC IL E     -   430,636.010   323,177.503   MT  0.99998161   +0 10 40.3
 LC0057;SPC IL E     - 1,412,844.98  1,060,291.52   sFT  0.99998161   +0 10 40.3
 LC0057;UTM  16      - 4,488,873.688   410,266.323   MT  0.99969911   -0 41 20.1
 LC0057
 LC0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0057!SPC IL E     -   0.99996989  x   0.99998161  =   0.99995150
 LC0057!UTM  16      -   0.99996989  x   0.99969911  =   0.99966901
 LC0057
 LC0057:                Primary Azimuth Mark                     Grid Az
 LC0057:SPC IL E     -  LODA AZ MK                               016 35 26.7
 LC0057:UTM  16      -  LODA AZ MK                               017 27 27.1
 LC0057
 LC0057|---------------------------------------------------------------------|
 LC0057| PID    Reference Object                     Distance      Geod. Az  |
 LC0057|                                                           dddmmss.s |
 LC0057| LC0059 LODA AZ MK                                         0164607.0 |
 LC0057| LC0055 LODA RM 3                             7.572 METERS 01748     |
 LC0057| LC1703 BUCKLEY ST JOHNS LUTH CH SPIRE      APPROX. 6.3 KM 0184800.4 |
 LC0057| LC0058 LODA RM 1                            14.244 METERS 01920     |
 LC0057| LC1701 LODA MUNICIPAL TANK                 APPROX. 3.3 KM 1943914.4 |
 LC0057| LC0056 LODA RM 2                            15.008 METERS 19632     |
 LC0057| CI7716 LODA RM 4                            14.985 METERS 19637     |
 LC0057|---------------------------------------------------------------------|
 LC0057
 LC0057                          SUPERSEDED SURVEY CONTROL
 LC0057
 LC0057  NAD 83(1997)-  40 32 44.73729(N)    088 03 34.98341(W) AD(       ) 2
 LC0057  NAD 83(1997)-  40 32 44.73750(N)    088 03 34.98368(W) AD(       ) 2
 LC0057  NAD 83(1986)-  40 32 44.74534(N)    088 03 34.98832(W) AD(       ) 2
 LC0057  NAD 27      -  40 32 44.61750(N)    088 03 34.83740(W) AD(       ) 2
 LC0057  NAVD 88 (03/04/03)  224.25   (m)          735.7    (f) LEVELING    3  
 LC0057  NGVD 29 (??/??/92)  224.314  (m)          735.94   (f) ADJ UNCH    2 0
 LC0057
 LC0057.Superseded values are not recommended for survey control.
 LC0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0057.See file dsdata.txt to determine how the superseded data were derived.
 LC0057
 LC0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1026688874(NAD 83)
 LC0057_MARKER: DS = TRIANGULATION STATION DISK
 LC0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0057_STAMPING: LODA 1959
 LC0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0057+STABILITY: SURFACE MOTION
 LC0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0057+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC0057
 LC0057  HISTORY     - Date     Condition        Report By
 LC0057  HISTORY     - 1959     MONUMENTED       CGS
 LC0057  HISTORY     - 1959     GOOD             CGS
 LC0057  HISTORY     - 1959     GOOD             NGS
 LC0057  HISTORY     - 1969     GOOD             CGS
 LC0057  HISTORY     - 1979     GOOD             NGS
 LC0057  HISTORY     - 1979     GOOD             NGS
 LC0057  HISTORY     - 200205   GOOD             ASCPC
 LC0057
 LC0057                          STATION DESCRIPTION
 LC0057
 LC0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0057'STATION IS ABOUT 2 MILES NORTH-NORTHEAST OF LODA, ABOUT 3-1/2
 LC0057'MILES SOUTH-SOUTHWEST OF BUCKLEY AND ON EAST SIDE OF U.S.
 LC0057'HIGHWAY NO. 45.
 LC0057'
 LC0057'TO REACH FROM THE RAILROAD DEPOT IN LODA, GO NORTHERLY ON
 LC0057'U.S. HIGHWAY 45 FOR 2 MILES TO STATION ON RIGHT AS DESCRIBED
 LC0057'IN SOUTHEAST ANGLE AT CROSSROADS.
 LC0057'
 LC0057'STATION MARK, A STANDARD DISK STAMPED LODA 1959, IS SET IN
 LC0057'A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE
 LC0057'GROUND.  THE MARK IS 29 FEET EAST OF CENTER OF ROAD, 18.5
 LC0057'FEET NORTH OF TELEPHONE POLE, 2.2 FEET WEST OF BOARD FENCE
 LC0057'AND 2.2 FEET SOUTHWEST OF WITNESS POST.
 LC0057'
 LC0057'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED LODA NO 1
 LC0057'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0057'ABOUT 4 INCHES.  THE MARK IS 45.3 FEET NORTH OF WITNESS POST,
 LC0057'31 FEET EAST OF CENTER OF U.S. HIGHWAY 45 AND 1 FOOT WEST
 LC0057'OF BOARD FENCE.
 LC0057'
 LC0057'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED LODA NO 2
 LC0057'1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0057'ABOUT 3 INCHES.  THE MARK IS 31 FEET EAST OF CENTER OF U.S.
 LC0057'HIGHWAY 45, 30.5 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE AND
 LC0057'1 FOOT WEST OF BOARD FENCE.
 LC0057'
 LC0057'AZIMUTH MARK, A STANDARD DISK STAMPED LODA 1959, IS SET IN
 LC0057'A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 LC0057'THE MARK IS 41.5 FEET WEST OF CENTER OF U.S. HIGHWAY 45, 2
 LC0057'FEET SOUTH OF TELEPHONE POLE AND 1.7 FEET NORTH OF WITNESS POST.
 LC0057'
 LC0057'TO REACH AZIMUTH MARK FROM STATION GO NORTH ON U.S. HIGHWAY
 LC0057'45 FOR 0.7 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 LC0057
 LC0057                          STATION RECOVERY (1959)
 LC0057
 LC0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0057'2 MI N FROM LODA.
 LC0057'ABOUT 1.95 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0057'AT LODA, ABOUT 0.05 MILES SOUTH OF AN EAST-WEST CROSS ROAD,
 LC0057'30 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 LC0057'NORTHWEST OF A FENCE, 214 FEET SOUTHWEST OF THE CENTER LINE
 LC0057'OF OILED ROAD EAST, 209 FEET SOUTH OF THE CENTER OF THE JUNCTION,
 LC0057'2.1 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 LC0057'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LC0057'FLUSH WITH THE GROUND.
 LC0057
 LC0057                          STATION RECOVERY (1959)
 LC0057
 LC0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LC0057'RECOVERED IN GOOD CONDITION.
 LC0057
 LC0057                          STATION RECOVERY (1969)
 LC0057
 LC0057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 LC0057'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LC0057'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND PARTIALLY
 LC0057'UPROOTED AND LOOSE IN THE GROUND AND THE DISK WAS SALVAGED.
 LC0057'THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE
 LC0057'DIRECTION TO THE LODA WATER TANK ALSO CHECKED.  A REFERENCE
 LC0057'MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 LC0057'
 LC0057'STATION IS LOCATED ABOUT 3 MILES SOUTH OF BUCKLEY, 2 MILES
 LC0057'NORTH OF LODA, ON ROAD RIGHT-OF-WAY, 30 FEET EAST OF THE
 LC0057'CENTERLINE OF U.S. HIGHWAY 45, 76 FEET SOUTHEAST OF A TELEPHONE
 LC0057'POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, 25 FEET SOUTH
 LC0057'OF A METAL WITNESS POST, 217 FEET SOUTH OF THE CENTERLINE
 LC0057'OF A PAVED ROAD EAST.  THE MONUMENT IS FLUSH AND THE DISK IS
 LC0057'STAMPED LODA 1959.
 LC0057'
 LC0057'TO REACH THE STATION FROM THE POST OFFICE AT LODA, GO NORTH
 LC0057'ON U.S. HIGHWAY 45 FOR 2.0 MILES TO THE STATION ON THE RIGHT.
 LC0057'CONTINUE NORTH ON THE HIGHWAY FOR 0.7 MILE TO THE AZIMUTH
 LC0057'MARK ON THE LEFT.
 LC0057'
 LC0057'REFERENCE MARK 2 IS 49 FEET SOUTH OF A METAL WITNESS POST,
 LC0057'30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 76 FEET NORTHEAST
 LC0057'OF A TELEPHONE POLE AND 266 FEET SOUTH OF THE CENTERLINE
 LC0057'OF THE PAVED ROAD EAST.  THE MONUMENT PROJECTS 5 INCHES AND
 LC0057'THE DISK IS STAMPED LODA NO 1 1959.
 LC0057'
 LC0057'REFERENCE MARK 3 IS 192 FEET SOUTH OF THE ROAD EAST, 30 FEET
 LC0057'EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTH OF
 LC0057'A METAL WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES AND
 LC0057'THE DISK IS STAMPED LODA 1959 NO 3 1969.
 LC0057'
 LC0057'THE AZIMUTH MARK IS 145 FEET NORTHEAST OF THE EAST 1 OF 2
 LC0057'RAILROAD SIGNAL LIGHTS, 71 FEET EAST OF THE EAST RAIL OF
 LC0057'THE RAILROAD, 2 FEET NORTH OF A METAL WITNESS POST, 2 FEET
 LC0057'SOUTH OF A TELEPHONE POLE, 41 FEET WEST OF THE CENTERLINE
 LC0057'OF THE HIGHWAY, MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 LC0057'STAMPED LODA 1959.
 LC0057'
 LC0057'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC0057'
 LC0057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 LC0057'MILES NORTH OF LODA.
 LC0057
 LC0057                          STATION RECOVERY (1979)
 LC0057
 LC0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0057'STATION MARK, RM 3 AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.  RM 2
 LC0057'FOUND WITH THE DISK SHEARED OFF, THE DISK WAS NOT RECOVERED.  RM 4
 LC0057'WAS ESTABLISHED.  THE AZIMUTH MARK ALTHO VISIBLE COULD NOT BE
 LC0057'OBSERVED TO THE EXTREME HEAT WAVES ON LINE.
 LC0057'
 LC0057'THE 1969 DESCRIPTION AND TOO REACH ARE ADEQUATE WITH THE ADDITION OF
 LC0057'REFERENCE MARK 4 AND A METAL WITNESS POST SET 1.0 FOOT NORTHEAST OF
 LC0057'THE STATION MARK AND THE AZIMUTH MARK IS 2 FEET NORTHWEST OF A
 LC0057'TELEPHONE POLE.  DELETE THE METAL WITNESS POST AT THE AZIMUTH MARK.
 LC0057'
 LC0057'REFERENCE MARK 4 IS 49 FEET SOUTH OF A METAL WITNESS POST, 30 FEET
 LC0057'EAST OF CENTERLINE OF THE HIGHWAY AND 0.5 FOOT NORTHWEST OF A METAL
 LC0057'WITNESS POST.  THE DISK IS SET IN A DRILL IN THE TOP OF THE MONUMENT
 LC0057'THAT RM 2 WAS SET IN.  THE DISK IS STAMPED LODA 1959 NO 4 1979.  THE
 LC0057'MONUMENT PROJECTS 1 INCH.
 LC0057
 LC0057                          STATION RECOVERY (1979)
 LC0057
 LC0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LC0057'RECOVERED IN GOOD CONDITION.
 LC0057
 LC0057                          STATION RECOVERY (2002)
 LC0057
 LC0057'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC0057'RECOVERED AS DESCRIBED
 LC0057'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0059 ***********************************************************************
 LC0059  DESIGNATION -  LODA AZ MK
 LC0059  PID         -  LC0059
 LC0059  STATE/COUNTY-  IL/IROQUOIS
 LC0059  USGS QUAD   -  BUCKLEY (1986)
 LC0059
 LC0059                         *CURRENT SURVEY CONTROL
 LC0059  ___________________________________________________________________
 LC0059* NAD 83(1986)-  40 33 19.     (N)    088 03 22.     (W)     SCALED    
 LC0059* NAVD 88     -       220.423  (meters)     723.17   (feet)  ADJUSTED  
 LC0059  ___________________________________________________________________
 LC0059  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LC0059  DYNAMIC HT  -         220.320 (meters)     722.83  (feet)  COMP
 LC0059  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 LC0059
 LC0059  VERT ORDER  -  SECOND    CLASS 0
 LC0059
 LC0059.The horizontal coordinates were scaled from a topographic map and have
 LC0059.an estimated accuracy of +/- 6 seconds.
 LC0059
 LC0059.The orthometric height was determined by differential leveling
 LC0059.and adjusted by the National Geodetic Survey in June 1991..
 LC0059
 LC0059.The geoid height was determined by GEOID03.
 LC0059
 LC0059.The dynamic height is computed by dividing the NAVD 88
 LC0059.geopotential number by the normal gravity value computed on the
 LC0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0059.degrees latitude (g = 980.6199 gals.).
 LC0059
 LC0059.The modeled gravity was interpolated from observed gravity values.
 LC0059
 LC0059;                    North         East    Units  Estimated Accuracy
 LC0059;SPC IL E     -   431,690.      323,480.      MT  (+/- 180 meters Scaled)
 LC0059
 LC0059                          SUPERSEDED SURVEY CONTROL
 LC0059
 LC0059  NGVD 29 (??/??/92)  220.485  (m)          723.37   (f) ADJ UNCH    2 0
 LC0059
 LC0059.Superseded values are not recommended for survey control.
 LC0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0059.See file dsdata.txt to determine how the superseded data were derived.
 LC0059
 LC0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK105899(NAD 83)
 LC0059_MARKER: DZ = AZIMUTH MARK DISK
 LC0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0059_STAMPING: LODA 1959
 LC0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0059+STABILITY: SURFACE MOTION
 LC0059
 LC0059  HISTORY     - Date     Condition        Report By
 LC0059  HISTORY     - 1959     MONUMENTED       CGS
 LC0059  HISTORY     - 1969     GOOD             NGS
 LC0059
 LC0059                          STATION DESCRIPTION
 LC0059
 LC0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0059'3 MI SW FROM BUCKLEY.
 LC0059'ABOUT 3.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0059'OFFICE AT BUCKLEY, 41 FEET NORTHWEST OF THE CENTER LINE OF THE
 LC0059'HIGHWAY, 100 FEET SOUTHWEST OF A DOUBLE POLE TELEPHONE POLE
 LC0059'WEST OF THE HIGHWAY, 26 FEET SOUTHWEST OF A TELEPHONE POLE,
 LC0059'1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 LC0059'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LC0059'PROJECTING 3 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM LODA,
 LC0059'IROQUOIS COUNTY, BY GOING NORTH FOR 2.65 MILES ALONG U.S.
 LC0059'HIGHWAY 45 FROM THE POST OFFICE AT LODA.
 LC0059
 LC0059                          STATION RECOVERY (1969)
 LC0059
 LC0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LC0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1701 ***********************************************************************
 LC1701  DESIGNATION -  LODA MUNICIPAL TANK
 LC1701  PID         -  LC1701
 LC1701  STATE/COUNTY-  IL/IROQUOIS
 LC1701  USGS QUAD   -  BUCKLEY (1986)
 LC1701
 LC1701                         *CURRENT SURVEY CONTROL
 LC1701  ___________________________________________________________________
 LC1701* NAD 83(1997)-  40 31 00.05352(N)    088 04 10.84962(W)     ADJUSTED  
 LC1701* NAVD 88     -                                                        
 LC1701  ___________________________________________________________________
 LC1701  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LC1701  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LC1701
 LC1701  HORZ ORDER  -  THIRD
 LC1701
 LC1701.The horizontal coordinates were established by classical geodetic methods
 LC1701.and adjusted by the National Geodetic Survey in October 1999..
 LC1701
 LC1701
 LC1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1701
 LC1701.The geoid height was determined by GEOID03.
 LC1701
 LC1701;                    North         East     Units Scale Factor Converg.
 LC1701;SPC IL E     -   427,404.388   322,343.182   MT  0.99998114   +0 10 16.6
 LC1701;SPC IL E     - 1,402,242.56  1,057,554.26   sFT  0.99998114   +0 10 16.6
 LC1701;UTM  16      - 4,485,655.959   409,383.473   MT  0.99970107   -0 41 41.9
 LC1701
 LC1701                          SUPERSEDED SURVEY CONTROL
 LC1701
 LC1701  NAD 83(1997)-  40 31 00.05362(N)    088 04 10.84990(W) AD(       ) 4
 LC1701  NAD 83(1986)-  40 31 00.06056(N)    088 04 10.85306(W) AD(       ) 4
 LC1701  NAD 27      -  40 30 59.93300(N)    088 04 10.70000(W) AD(       ) 3
 LC1701
 LC1701.Superseded values are not recommended for survey control.
 LC1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1701.See file dsdata.txt to determine how the superseded data were derived.
 LC1701
 LC1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0938385656(NAD 83)
 LC1701_MARKER: 53 = ELEVATED TANK
 LC1701
 LC1701  HISTORY     - Date     Condition        Report By
 LC1701  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1701  HISTORY     - 1979     GOOD             NGS
 LC1701  HISTORY     - 19830615 GOOD             NGS
 LC1701
 LC1701                          STATION DESCRIPTION
 LC1701
 LC1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1701'THE STATION IS LOCATED IN THE CENTRAL PART OF LODA ONE BLOCK
 LC1701'EAST OF U.S. HIGHWAY 45.
 LC1701'
 LC1701'TO REACH THE STATION FROM THE POST OFFICE IN LODA, TURN RIGHT
 LC1701'ON THE FIRST STREET NORTH OF THE POST OFFICE AND GO ONE BLOCK,
 LC1701'TURN RIGHT FOR 1/2 BLOCK TO THE STATION ON THE LEFT.
 LC1701'
 LC1701'THE STATION IS THE BALL ON TOP OF SMALL STEEL TANK WHICH IS
 LC1701'SUPPORTED BY 4 STEEL LEGS.  THE TANK IS PAINTED SILVER AND
 LC1701'HAS THE NAME LODA PRINTED ON THE SIDE.  THE TANK HAS A LARGE
 LC1701'CENTER PIPE AND IS APPROXIMATELY 90 FEET HIGH, THERE IS A
 LC1701'CAT WALK AROUND THE BASE OF THE TANK.
 LC1701
 LC1701                          STATION RECOVERY (1979)
 LC1701
 LC1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC1701'THIS STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 LC1701
 LC1701                          STATION RECOVERY (1983)
 LC1701
 LC1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 LC1701'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0055 ***********************************************************************
 LC0055  DESIGNATION -  LODA RM 3
 LC0055  PID         -  LC0055
 LC0055  STATE/COUNTY-  IL/IROQUOIS
 LC0055  USGS QUAD   -  BUCKLEY (1986)
 LC0055
 LC0055                         *CURRENT SURVEY CONTROL
 LC0055  ___________________________________________________________________
 LC0055* NAD 83(1986)-  40 32 44.     (N)    088 03 34.     (W)     SCALED    
 LC0055* NAVD 88     -       224.23   (meters)     735.7    (feet)  RESET     
 LC0055  ___________________________________________________________________
 LC0055  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LC0055
 LC0055  VERT ORDER  -  THIRD
 LC0055
 LC0055.The horizontal coordinates were scaled from a topographic map and have
 LC0055.an estimated accuracy of +/- 6 seconds.
 LC0055
 LC0055.The orthometric height was computed from unverified reset data.
 LC0055
 LC0055.The geoid height was determined by GEOID03.
 LC0055
 LC0055;                    North         East    Units  Estimated Accuracy
 LC0055;SPC IL E     -   430,610.      323,200.      MT  (+/- 180 meters Scaled)
 LC0055
 LC0055                          SUPERSEDED SURVEY CONTROL
 LC0055
 LC0055.No superseded survey control is available for this station.
 LC0055
 LC0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK102888(NAD 83)
 LC0055_MARKER: DR = REFERENCE MARK DISK
 LC0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0055_STAMPING: LODA 1959 NO 3 1969
 LC0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0055+STABILITY: SURFACE MOTION
 LC0055
 LC0055  HISTORY     - Date     Condition        Report By
 LC0055  HISTORY     - 1969     MONUMENTED       CGS
 LC0055
 LC0055                          STATION DESCRIPTION
 LC0055
 LC0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0055'2 MI N FROM LODA.
 LC0055'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 LC0055'AT LODA, 192 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD
 LC0055'EAST, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 LC0055'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 LC0055'POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1217 ***********************************************************************
 MF1217  DESIGNATION -  LOGAN
 MF1217  PID         -  MF1217
 MF1217  STATE/COUNTY-  IL/LA SALLE
 MF1217  USGS QUAD   -  LA SALLE (1993)
 MF1217
 MF1217                         *CURRENT SURVEY CONTROL
 MF1217  ___________________________________________________________________
 MF1217* NAD 83(1997)-  41 21 29.38880(N)    089 05 47.00681(W)     ADJUSTED  
 MF1217* NAVD 88     -       190.514  (meters)     625.04   (feet)  POSTED    
 MF1217  ___________________________________________________________________
 MF1217  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 MF1217  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MF1217  DYNAMIC HT  -         190.440 (meters)     624.80  (feet)  COMP
 MF1217  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MF1217
 MF1217  HORZ ORDER  -  SECOND
 MF1217  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MF1217
 MF1217.The horizontal coordinates were established by classical geodetic methods
 MF1217.and adjusted by the National Geodetic Survey in October 1999..
 MF1217
 MF1217.The orthometric height was determined by differential leveling
 MF1217.and adjusted by the National Geodetic Survey in 1992..
 MF1217.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MF1217.rate of 0.0 thru 1.0 mm/km.
 MF1217
 MF1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1217
 MF1217.The geoid height was determined by GEOID03.
 MF1217
 MF1217.The dynamic height is computed by dividing the NAVD 88
 MF1217.geopotential number by the normal gravity value computed on the
 MF1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1217.degrees latitude (g = 980.6199 gals.).
 MF1217
 MF1217.The modeled gravity was interpolated from observed gravity values.
 MF1217
 MF1217;                    North         East     Units Scale Factor Converg.
 MF1217;SPC IL E     -   521,098.453   236,150.162   MT  1.00002515   -0 30 15.2
 MF1217;SPC IL E     - 1,709,637.17    774,769.32   sFT  1.00002515   -0 30 15.2
 MF1217;SPC IL W     -   521,352.605   789,554.047   MT  1.00003984   +0 42 26.1
 MF1217;SPC IL W     - 1,710,471.00  2,590,395.24   sFT  1.00003984   +0 42 26.1
 MF1217;UTM  16      - 4,580,638.131   324,643.152   MT  0.99997844   -1 23 08.1
 MF1217
 MF1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1217!SPC IL E     -   0.99997529  x   1.00002515  =   1.00000044
 MF1217!SPC IL W     -   0.99997529  x   1.00003984  =   1.00001513
 MF1217!UTM  16      -   0.99997529  x   0.99997844  =   0.99995373
 MF1217
 MF1217|---------------------------------------------------------------------|
 MF1217| PID    Reference Object                     Distance      Geod. Az  |
 MF1217|                                                           dddmmss.s |
 MF1217| CI6704 BM                                    7.150 METERS 10839     |
 MF1217| CI7717 LOGAN RM                             22.380 METERS 23546     |
 MF1217| MF0695 LIVINGSTON                          APPROX. 1.6 KM 3112051.0 |
 MF1217|---------------------------------------------------------------------|
 MF1217
 MF1217                          SUPERSEDED SURVEY CONTROL
 MF1217
 MF1217  NAD 83(1986)-  41 21 29.39655(N)    089 05 47.01206(W) AD(       ) 2
 MF1217  NAD 27      -  41 21 29.27600(N)    089 05 46.71700(W) AD(       ) 2
 MF1217
 MF1217.Superseded values are not recommended for survey control.
 MF1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1217.See file dsdata.txt to determine how the superseded data were derived.
 MF1217
 MF1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2464380638(NAD 83)
 MF1217_MARKER: S = SPIKE
 MF1217_SETTING: 0 = UNSPECIFIED SETTING
 MF1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1217
 MF1217  HISTORY     - Date     Condition        Report By
 MF1217  HISTORY     - 1920     MONUMENTED       CGS
 MF1217  HISTORY     - 1954     MARK NOT FOUND   CGS
 MF1217  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF1217  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF1217
 MF1217                          STATION DESCRIPTION
 MF1217
 MF1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 MF1217'STATION IS ABOUT 2 MILES N OF LA SALLE, ON THE E SIDE OF THE
 MF1217'LA SALLE AND BUREAU COUNTY RAILROAD TRACK, ON THE E EDGE
 MF1217'OF THE EXTENSION OF ST. VINCENTS AVENUE, 60 YARDS S OF A
 MF1217'BRIDGE OVER THE ILLINOIS CENTRAL RAILROAD TRACK, AND 4.38
 MF1217'METERS (14.37 FEET) E OF THE E AND NEAREST RAIL.  THE STATION
 MF1217'IS MARKED BY A RAILROAD SPIKE SET IN CONCRETE AND HAVING
 MF1217'A CROSS ON IT.  THE REFERENCE MARK IS A STANDARD BRONZE DISK
 MF1217'SET IN CONCRETE.  REFERENCE MARK
 MF1217'IS ON THE OPPOSITE SIDE OF THE TRACK, NEAR THE RIGHT-OF-WAY
 MF1217'FENCE LINE, 22.38 METERS (73.43 FEET) FROM THE STATION,
 MF1217'S 55 DEG 46 MIN W.
 MF1217
 MF1217                          STATION RECOVERY (1954)
 MF1217
 MF1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1217'THIS STATION COULD NOT BE FOUND AFTER A CAREFUL SEARCH FOR
 MF1217'SEVERAL HOURS.  GRADING ALONG THE RAILROAD RIGHT-OF-WAY
 MF1217'AT THE LOCATION OF THE STATION INDICATES THAT THIS STATION HAS
 MF1217'BEEN DESTROYED.
 MF1217
 MF1217                          STATION RECOVERY (1997)
 MF1217
 MF1217'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1217'MARK NOT FOUND.
 MF1217
 MF1217                          STATION RECOVERY (2002)
 MF1217
 MF1217'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1629 ***********************************************************************
 HB1629  DESIGNATION -  LOGAN
 HB1629  PID         -  HB1629
 HB1629  STATE/COUNTY-  IL/FRANKLIN
 HB1629  USGS QUAD   -  THOMPSONVILLE (1976)
 HB1629
 HB1629                         *CURRENT SURVEY CONTROL
 HB1629  ___________________________________________________________________
 HB1629* NAD 83(1997)-  37 57 08.42667(N)    088 49 55.53307(W)     ADJUSTED  
 HB1629* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 HB1629  ___________________________________________________________________
 HB1629  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HB1629  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB1629
 HB1629  HORZ ORDER  -  FIRST
 HB1629
 HB1629.The horizontal coordinates were established by classical geodetic methods
 HB1629.and adjusted by the National Geodetic Survey in October 1999..
 HB1629
 HB1629.The orthometric height was scaled from a topographic map.
 HB1629
 HB1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 HB1629
 HB1629.The geoid height was determined by GEOID03.
 HB1629
 HB1629;                    North         East     Units Scale Factor Converg.
 HB1629;SPC IL E     -   142,802.335   256,165.377   MT  0.99999866   -0 18 24.3
 HB1629;SPC IL E     -   468,510.66    840,435.91   sFT  0.99999866   -0 18 24.3
 HB1629;UTM  16      - 4,202,110.164   339,036.380   MT  0.99991912   -1 07 37.2
 HB1629
 HB1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HB1629!SPC IL E     -   0.99997987  x   0.99999866  =   0.99997853
 HB1629!UTM  16      -   0.99997987  x   0.99991912  =   0.99989899
 HB1629
 HB1629:                Primary Azimuth Mark                     Grid Az
 HB1629:SPC IL E     -  LOGAN AZ MK                              039 43 33.3
 HB1629:UTM  16      -  LOGAN AZ MK                              040 32 46.2
 HB1629
 HB1629|---------------------------------------------------------------------|
 HB1629| PID    Reference Object                     Distance      Geod. Az  |
 HB1629|                                                           dddmmss.s |
 HB1629| CI4525 LOGAN AZ MK                                        0392509.0 |
 HB1629| CI4526 LOGAN RM 1                           21.107 METERS 20445     |
 HB1629| HB1631 JOHNSTON CITY MUNICIPAL TANK        APPROX.16.5 KM 2061820.7 |
 HB1629| HB1640 WEST FRANKFORT RADIO WFRX MAST      APPROX.11.5 KM 2281513.6 |
 HB1629| HB1639 WEST FRANKFORT RAD KSE 521 TWR      APPROX.11.3 KM 2315110.0 |
 HB1629| HB1636 ORIENT                              APPROX.13.4 KM 2544346.6 |
 HB1629| CI4527 LOGAN RM 2                           31.806 METERS 28738     |
 HB1629| HB1634 BENTON MUNICIPAL TANK               APPROX. 9.2 KM 3033421.5 |
 HB1629|---------------------------------------------------------------------|
 HB1629
 HB1629                          SUPERSEDED SURVEY CONTROL
 HB1629
 HB1629  NAD 83(1997)-  37 57 08.43641(N)    088 49 55.53271(W) AD(       ) 1
 HB1629  NAD 83(1986)-  37 57 08.43916(N)    088 49 55.53461(W) AD(       ) 1
 HB1629  NAD 27      -  37 57 08.26092(N)    088 49 55.30527(W) AD(       ) 1
 HB1629
 HB1629.Superseded values are not recommended for survey control.
 HB1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1629.See file dsdata.txt to determine how the superseded data were derived.
 HB1629
 HB1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3903602110(NAD 83)
 HB1629_MARKER: DS = TRIANGULATION STATION DISK
 HB1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1629
 HB1629  HISTORY     - Date     Condition        Report By
 HB1629  HISTORY     - 1960     MONUMENTED       CGS
 HB1629  HISTORY     - 1961     GOOD             CGS
 HB1629  HISTORY     - 19861104 MARK NOT FOUND   NGS
 HB1629
 HB1629                          STATION DESCRIPTION
 HB1629
 HB1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HB1629'THE STATION IS IN THE SOUTHEAST EDGE OF THE VILLAGE OF LOGAN AND IS
 HB1629'ON THE PROPERTY OF MR. ROBERT MASON. IT IS 94 FEET NORTH OF
 HB1629'THE NORTHEAST CORNER OF A SHED, 55 FEET SOUTH OF THE SOUTH RAIL OF A
 HB1629'RAILROAD TRACK, 92 FEET NORTHEAST OF A WITNESS POST, 26
 HB1629'FEET SOUTHEAST OF A POWER POLE, 45 FEET NORTHWEST OF A 24 INCH OAK
 HB1629'TREE, 82 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. MASONS
 HB1629'HOUSE AND 45 FEET NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY.
 HB1629'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED LOGAN 1960.
 HB1629'
 HB1629'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF LOGAN, GO
 HB1629'EAST ON A PAVED STREET FOR 0.2 MILE TO A T-ROAD. TURN RIGHT
 HB1629'AND GO SOUTH, EAST AND SOUTH ON A WINDING PAVED ROAD FOR 0.5 MILE TO
 HB1629'A POINT WHERE THE PAVED ROAD TURNS SOUTH AND THE AZIMUTH
 HB1629'MARK ON THE LEFT, EAST OF THE CURVE. CONTINUE AHEAD, SOUTH, FOR 0.1
 HB1629'MILE TO A SINGLE RAILROAD TRACK. CROSS RAILROAD TRACK AND
 HB1629'GO SOUTH AND WEST ON A DRIVEWAY FOR 0.05 MILE TO THE STATION ON
 HB1629'THE RIGHT.
 HB1629'
 HB1629'REFERENCE MARK 1 IS 77 FEET SOUTHWEST OF THE 24 INCH OAK TREE, 3 FEET
 HB1629'NORTHEAST OF THE WITNESS POST, 51 FEET EAST OF THE SOUTHEAST
 HB1629'CORNER OF THE HOUSE AND 14 FEET SOUTH OF THE CENTERLINE OF THE
 HB1629'DRIVEWAY. THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED
 HB1629'LOGAN NO 1 1960.
 HB1629'
 HB1629'REFERENCE MARK 2 57 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE,
 HB1629'30 FEET NORTHWEST OF A 16 INCH LOCUST TREE AND 57 FEET EAST
 HB1629'OF A WIRE FENCE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LOGAN
 HB1629'NO 2 1960.
 HB1629'
 HB1629'THE AZIMUTH MARK IS 6.5 FEET NORTHEAST OF A POWER POLE, 7 FEET
 HB1629'NORTHEAST OF A WITNESS POST, 11 FEET NORTH OF THE CENTERLINE
 HB1629'OF A DRIVEWAY AND 79 FEET EAST OF THE CENTERLINE OF A PAVED ROAD. THE
 HB1629'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED LOGAN 1960.
 HB1629'
 HB1629'NO MEASUREMENT BETWEEN RMS TREE ON LINE.
 HB1629'
 HB1629'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1629
 HB1629                          STATION RECOVERY (1961)
 HB1629
 HB1629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 HB1629'THE STATION REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE RECOVERED
 HB1629'IN GOOD CONDITION. THE DISTANCES AND DIRECTIONS TO
 HB1629'ALL MARKS CHECKED.
 HB1629'
 HB1629'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 HB1629'
 HB1629'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HB1629'
 HB1629'NO MEASUREMENT BETWEEN RMS TREE ON LINE
 HB1629
 HB1629                          STATION RECOVERY (1986)
 HB1629
 HB1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (PS)
 HB1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4193 ***********************************************************************
 DG4193  DESIGNATION -  LOGAN 1
 DG4193  PID         -  DG4193
 DG4193  STATE/COUNTY-  IL/LOGAN
 DG4193  USGS QUAD   -  CORNLAND (1982)
 DG4193
 DG4193                         *CURRENT SURVEY CONTROL
 DG4193  ___________________________________________________________________
 DG4193* NAD 83(1997)-  39 56 06.63732(N)    089 24 18.17787(W)     ADJUSTED  
 DG4193* NAVD 88     -       180.9    (meters)     594.     (feet)  GPS OBS   
 DG4193  ___________________________________________________________________
 DG4193  X           -      50,853.403 (meters)                     COMP
 DG4193  Y           -  -4,897,180.838 (meters)                     COMP
 DG4193  Z           -   4,072,564.654 (meters)                     COMP
 DG4193  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DG4193  ELLIP HEIGHT-         148.53  (meters)          (02/03/05) GPS OBS
 DG4193  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DG4193
 DG4193  HORZ ORDER  -  FIRST
 DG4193  ELLP ORDER  -  FOURTH    CLASS II
 DG4193
 DG4193.The horizontal coordinates were established by GPS observations
 DG4193.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DG4193
 DG4193.The orthometric height was determined by GPS observations and a
 DG4193.high-resolution geoid model.
 DG4193
 DG4193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4193
 DG4193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4193
 DG4193.The ellipsoidal height was determined by GPS observations
 DG4193.and is referenced to NAD 83.
 DG4193
 DG4193.The geoid height was determined by GEOID03.
 DG4193
 DG4193;                    North         East     Units Scale Factor Converg.
 DG4193;SPC IL W     -   363,068.402   765,095.405   MT  0.99999332   +0 29 20.1
 DG4193;SPC IL W     - 1,191,166.92  2,510,150.51   sFT  0.99999332   +0 29 20.1
 DG4193;UTM  16      - 4,423,332.049   294,500.972   MT  1.00011991   -1 32 39.8
 DG4193
 DG4193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4193!SPC IL W     -   0.99997670  x   0.99999332  =   0.99997002
 DG4193!UTM  16      -   0.99997670  x   1.00011991  =   1.00009661
 DG4193
 DG4193                          SUPERSEDED SURVEY CONTROL
 DG4193
 DG4193  ELLIP H (01/16/04)  148.55   (m)                       GP(       ) 3 1
 DG4193
 DG4193.Superseded values are not recommended for survey control.
 DG4193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4193.See file dsdata.txt to determine how the superseded data were derived.
 DG4193
 DG4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK9450123332(NAD 83)
 DG4193_MARKER: DD = SURVEY DISK
 DG4193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4193_STAMPING: LOGAN 1 2003
 DG4193_MARK LOGO: ILDT  
 DG4193_PROJECTION: FLUSH
 DG4193_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4193+STABILITY: SURFACE MOTION
 DG4193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4193+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG4193
 DG4193  HISTORY     - Date     Condition        Report By
 DG4193  HISTORY     - 200306   MONUMENTED       ILDT
 DG4193  HISTORY     - 20031103 GOOD             ILDT
 DG4193
 DG4193                          STATION DESCRIPTION
 DG4193
 DG4193'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 DG4193'FROM POST OFFICE IN CORNLAND GO WEST AONG DAY ST .17 MI TO A T
 DG4193'INTERSECTION WITH TR  1000E. TURN LEFT (SOUTH) ALONG 1000E 0.15 MI TO
 DG4193'STATION ON RIGHT. STATION IS LOCATED 62.1 FT  FROM CENTER OF RR
 DG4193'TRACKS, 46.5 FT NORTH OF NE CORNER RR SIGNAL, 52.5 FT W FROM PP.
 DG4193
 DG4193                          STATION RECOVERY (2003)
 DG4193
 DG4193'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG4193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4197 ***********************************************************************
 DG4197  DESIGNATION -  LOGAN 2
 DG4197  PID         -  DG4197
 DG4197  STATE/COUNTY-  IL/LOGAN
 DG4197  USGS QUAD   -  LATHAM (1982)
 DG4197
 DG4197                         *CURRENT SURVEY CONTROL
 DG4197  ___________________________________________________________________
 DG4197* NAD 83(1997)-  39 59 02.25027(N)    089 13 08.17139(W)     ADJUSTED  
 DG4197* NAVD 88     -       186.0    (meters)     610.     (feet)  GPS OBS   
 DG4197  ___________________________________________________________________
 DG4197  X           -      66,713.168 (meters)                     COMP
 DG4197  Y           -  -4,893,515.302 (meters)                     COMP
 DG4197  Z           -   4,076,719.669 (meters)                     COMP
 DG4197  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DG4197  ELLIP HEIGHT-         153.62  (meters)          (02/03/05) GPS OBS
 DG4197  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 DG4197
 DG4197  HORZ ORDER  -  FIRST
 DG4197  ELLP ORDER  -  FOURTH    CLASS II
 DG4197
 DG4197.The horizontal coordinates were established by GPS observations
 DG4197.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DG4197
 DG4197.The orthometric height was determined by GPS observations and a
 DG4197.high-resolution geoid model.
 DG4197
 DG4197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4197
 DG4197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4197
 DG4197.The ellipsoidal height was determined by GPS observations
 DG4197.and is referenced to NAD 83.
 DG4197
 DG4197.The geoid height was determined by GEOID03.
 DG4197
 DG4197;                    North         East     Units Scale Factor Converg.
 DG4197;SPC IL W     -   368,636.929   780,945.159   MT  1.00002181   +0 36 32.5
 DG4197;SPC IL W     - 1,209,436.32  2,562,150.91   sFT  1.00002181   +0 36 32.5
 DG4197;UTM  16      - 4,428,334.807   310,539.582   MT  1.00004191   -1 25 34.5
 DG4197
 DG4197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4197!SPC IL W     -   0.99997590  x   1.00002181  =   0.99999771
 DG4197!UTM  16      -   0.99997590  x   1.00004191  =   1.00001781
 DG4197
 DG4197                          SUPERSEDED SURVEY CONTROL
 DG4197
 DG4197  ELLIP H (01/16/04)  153.63   (m)                       GP(       ) 3 1
 DG4197
 DG4197.Superseded values are not recommended for survey control.
 DG4197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4197.See file dsdata.txt to determine how the superseded data were derived.
 DG4197
 DG4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK1054028335(NAD 83)
 DG4197_MARKER: DD = SURVEY DISK
 DG4197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4197_STAMPING: LOGAN 2 2003
 DG4197_MARK LOGO: ILDT  
 DG4197_PROJECTION: FLUSH
 DG4197_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4197+STABILITY: SURFACE MOTION
 DG4197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4197+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG4197
 DG4197  HISTORY     - Date     Condition        Report By
 DG4197  HISTORY     - 200306   MONUMENTED       ILDT
 DG4197  HISTORY     - 20031103 GOOD             ILDT
 DG4197
 DG4197                          STATION DESCRIPTION
 DG4197
 DG4197'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 DG4197'TO REACH FROM JN IL 154 AND IL 121 ON THE SE EDGE OF MT PULASKI GO SE
 DG4197'LONG IL 121 3.05 MI TO CROSS ROAD 2000 AVE. TURN RIGHT (SOUTH) 0.2
 DG4197'MI TO STATION ON RIGHT.  STATION IS 64.5 FT N CENTER OF RR TRACKS 37.2
 DG4197'FT W ROAD CENTERLINE 75 FT S OF PP.
 DG4197
 DG4197                          STATION RECOVERY (2003)
 DG4197
 DG4197'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG4197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4196 ***********************************************************************
 DG4196  DESIGNATION -  LOGAN 3
 DG4196  PID         -  DG4196
 DG4196  STATE/COUNTY-  IL/LOGAN
 DG4196  USGS QUAD   -  MOUNT PULASKI (1980)
 DG4196
 DG4196                         *CURRENT SURVEY CONTROL
 DG4196  ___________________________________________________________________
 DG4196* NAD 83(1997)-  40 02 30.23160(N)    089 16 55.82628(W)     ADJUSTED  
 DG4196* NAVD 88     -       191.0    (meters)     627.     (feet)  GPS OBS   
 DG4196  ___________________________________________________________________
 DG4196  X           -      61,260.521 (meters)                     COMP
 DG4196  Y           -  -4,889,465.567 (meters)                     COMP
 DG4196  Z           -   4,081,636.080 (meters)                     COMP
 DG4196  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DG4196  ELLIP HEIGHT-         158.62  (meters)          (02/03/05) GPS OBS
 DG4196  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 DG4196
 DG4196  HORZ ORDER  -  FIRST
 DG4196  ELLP ORDER  -  FOURTH    CLASS II
 DG4196
 DG4196.The horizontal coordinates were established by GPS observations
 DG4196.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DG4196
 DG4196.The orthometric height was determined by GPS observations and a
 DG4196.high-resolution geoid model.
 DG4196
 DG4196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4196
 DG4196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4196
 DG4196.The ellipsoidal height was determined by GPS observations
 DG4196.and is referenced to NAD 83.
 DG4196
 DG4196.The geoid height was determined by GEOID03.
 DG4196
 DG4196;                    North         East     Units Scale Factor Converg.
 DG4196;SPC IL W     -   374,995.962   775,480.327   MT  1.00001129   +0 34 08.6
 DG4196;SPC IL W     - 1,230,299.25  2,544,221.71   sFT  1.00001129   +0 34 08.6
 DG4196;UTM  16      - 4,434,884.270   305,303.981   MT  1.00006667   -1 28 07.3
 DG4196
 DG4196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4196!SPC IL W     -   0.99997512  x   1.00001129  =   0.99998641
 DG4196!UTM  16      -   0.99997512  x   1.00006667  =   1.00004179
 DG4196
 DG4196                          SUPERSEDED SURVEY CONTROL
 DG4196
 DG4196  ELLIP H (01/16/04)  158.64   (m)                       GP(       ) 3 1
 DG4196
 DG4196.Superseded values are not recommended for survey control.
 DG4196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4196.See file dsdata.txt to determine how the superseded data were derived.
 DG4196
 DG4196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0530434884(NAD 83)
 DG4196_MARKER: DD = SURVEY DISK
 DG4196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4196_STAMPING: LOGAN 3 2003
 DG4196_MARK LOGO: ILDT  
 DG4196_PROJECTION: FLUSH
 DG4196_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4196+STABILITY: SURFACE MOTION
 DG4196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4196+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG4196
 DG4196  HISTORY     - Date     Condition        Report By
 DG4196  HISTORY     - 200306   MONUMENTED       ILDT
 DG4196  HISTORY     - 20031103 GOOD             ILDT
 DG4196
 DG4196                          STATION DESCRIPTION
 DG4196
 DG4196'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 DG4196'TO REACH FROM JN IL 154 AND IL 121 ON THE SE EDGE OF MT PULASKI GO
 DG4196'NORTH ALONG IL 121 3.08 MI TO STATION ON LEFT.  STATION IS 6 FT W ROAD
 DG4196'CENTERLINE 54 FT N OF PP.
 DG4196
 DG4196                          STATION RECOVERY (2003)
 DG4196
 DG4196'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG4196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4194 ***********************************************************************
 DG4194  DESIGNATION -  LOGAN 4
 DG4194  PID         -  DG4194
 DG4194  STATE/COUNTY-  IL/LOGAN
 DG4194  USGS QUAD   -  WAYNESVILLE WEST (1980)
 DG4194
 DG4194                         *CURRENT SURVEY CONTROL
 DG4194  ___________________________________________________________________
 DG4194* NAD 83(1997)-  40 08 08.73720(N)    089 11 33.61860(W)     ADJUSTED  
 DG4194* NAVD 88     -       194.6    (meters)     638.     (feet)  GPS OBS   
 DG4194  ___________________________________________________________________
 DG4194  X           -      68,803.613 (meters)                     COMP
 DG4194  Y           -  -4,882,643.651 (meters)                     COMP
 DG4194  Z           -   4,089,626.221 (meters)                     COMP
 DG4194  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DG4194  ELLIP HEIGHT-         162.23  (meters)          (02/03/05) GPS OBS
 DG4194  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DG4194
 DG4194  HORZ ORDER  -  FIRST
 DG4194  ELLP ORDER  -  FOURTH    CLASS II
 DG4194
 DG4194.The horizontal coordinates were established by GPS observations
 DG4194.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DG4194
 DG4194.The orthometric height was determined by GPS observations and a
 DG4194.high-resolution geoid model.
 DG4194
 DG4194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4194
 DG4194.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4194
 DG4194.The ellipsoidal height was determined by GPS observations
 DG4194.and is referenced to NAD 83.
 DG4194
 DG4194.The geoid height was determined by GEOID03.
 DG4194
 DG4194;                    North         East     Units Scale Factor Converg.
 DG4194;SPC IL W     -   385,515.983   783,004.028   MT  1.00002596   +0 37 40.3
 DG4194;SPC IL W     - 1,264,813.69  2,568,905.72   sFT  1.00002596   +0 37 40.3
 DG4194;UTM  16      - 4,445,130.143   313,197.578   MT  1.00002958   -1 24 49.7
 DG4194
 DG4194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4194!SPC IL W     -   0.99997455  x   1.00002596  =   1.00000051
 DG4194!UTM  16      -   0.99997455  x   1.00002958  =   1.00000413
 DG4194
 DG4194                          SUPERSEDED SURVEY CONTROL
 DG4194
 DG4194  ELLIP H (01/16/04)  162.24   (m)                       GP(       ) 3 1
 DG4194
 DG4194.Superseded values are not recommended for survey control.
 DG4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4194.See file dsdata.txt to determine how the superseded data were derived.
 DG4194
 DG4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK1319845130(NAD 83)
 DG4194_MARKER: DD = SURVEY DISK
 DG4194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4194_STAMPING: LOGAN 4 2003
 DG4194_MARK LOGO: ILDT  
 DG4194_PROJECTION: FLUSH
 DG4194_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4194+STABILITY: SURFACE MOTION
 DG4194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4194+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG4194
 DG4194  HISTORY     - Date     Condition        Report By
 DG4194  HISTORY     - 200306   MONUMENTED       ILDT
 DG4194  HISTORY     - 20031103 GOOD             ILDT
 DG4194
 DG4194                          STATION DESCRIPTION
 DG4194
 DG4194'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 DG4194'FROM THE CENTER OF BEASON IL FOLLOW 2150 AVE. SOUTH TO THE JUNCTION
 DG4194'WITH 1500TH ST.  PROCEED THROUGH INTERSECTION TO STATION ON LEFT TO
 DG4194'SE QUADRANT OF THE INTERSECTION. STATION IS 9.35 M E OF SE CORNER OF
 DG4194'TRANSFORMER ENCLOSURE, 9.38 M E OF NE CORNER OF TRANSFORMER ENCLOSURE,
 DG4194'14.7 M FROM A PP, 22.2 M NE OF A STOP SIGN.
 DG4194
 DG4194                          STATION RECOVERY (2003)
 DG4194
 DG4194'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG4194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4192 ***********************************************************************
 DG4192  DESIGNATION -  LOGAN 5
 DG4192  PID         -  DG4192
 DG4192  STATE/COUNTY-  IL/LOGAN
 DG4192  USGS QUAD   -  ARMINGTON (1980)
 DG4192
 DG4192                         *CURRENT SURVEY CONTROL
 DG4192  ___________________________________________________________________
 DG4192* NAD 83(1997)-  40 18 37.98877(N)    089 18 21.23967(W)     ADJUSTED  
 DG4192* NAVD 88     -       195.3    (meters)     641.     (feet)  GPS OBS   
 DG4192  ___________________________________________________________________
 DG4192  X           -      59,002.561 (meters)                     COMP
 DG4192  Y           -  -4,870,237.593 (meters)                     COMP
 DG4192  Z           -   4,104,446.180 (meters)                     COMP
 DG4192  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DG4192  ELLIP HEIGHT-         162.76  (meters)          (02/03/05) GPS OBS
 DG4192  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 DG4192
 DG4192  HORZ ORDER  -  FIRST
 DG4192  ELLP ORDER  -  FOURTH    CLASS II
 DG4192
 DG4192.The horizontal coordinates were established by GPS observations
 DG4192.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DG4192
 DG4192.The orthometric height was determined by GPS observations and a
 DG4192.high-resolution geoid model.
 DG4192
 DG4192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4192
 DG4192.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4192
 DG4192.The ellipsoidal height was determined by GPS observations
 DG4192.and is referenced to NAD 83.
 DG4192
 DG4192.The geoid height was determined by GEOID03.
 DG4192
 DG4192;                    North         East     Units Scale Factor Converg.
 DG4192;SPC IL W     -   404,824.337   773,166.277   MT  1.00000705   +0 33 24.8
 DG4192;SPC IL W     - 1,328,161.18  2,536,629.69   sFT  1.00000705   +0 33 24.8
 DG4192;UTM  16      - 4,464,777.998   304,054.919   MT  1.00007265   -1 29 32.0
 DG4192
 DG4192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4192!SPC IL W     -   0.99997447  x   1.00000705  =   0.99998152
 DG4192!UTM  16      -   0.99997447  x   1.00007265  =   1.00004712
 DG4192
 DG4192                          SUPERSEDED SURVEY CONTROL
 DG4192
 DG4192  ELLIP H (01/16/04)  162.78   (m)                       GP(       ) 3 1
 DG4192
 DG4192.Superseded values are not recommended for survey control.
 DG4192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4192.See file dsdata.txt to determine how the superseded data were derived.
 DG4192
 DG4192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK0405564778(NAD 83)
 DG4192_MARKER: DD = SURVEY DISK
 DG4192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4192_STAMPING: LOGAN 5 2003
 DG4192_MARK LOGO: ILDT  
 DG4192_PROJECTION: FLUSH
 DG4192_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4192+STABILITY: SURFACE MOTION
 DG4192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4192+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG4192
 DG4192  HISTORY     - Date     Condition        Report By
 DG4192  HISTORY     - 200306   MONUMENTED       ILDT
 DG4192  HISTORY     - 20031103 GOOD             ILDT
 DG4192
 DG4192                          STATION DESCRIPTION
 DG4192
 DG4192'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 DG4192'FROM JUNCTION OF US 136 AND ARMINGTON RD PROCEED ABOUT 20 FT NORTH ON
 DG4192'ARMINGTON RD TO STATION ON RIGHT JUST SOUTH OF THE JUNCTION OF
 DG4192'ARMINGTON RD AND 2706. 2.3 M SOUTH OF  PAVEMENT EDGE, 4.7 M E OF
 DG4192'WEIGHT LIMIT SIGN, 17.4 M SE OF STOP SIGN.
 DG4192
 DG4192                          STATION RECOVERY (2003)
 DG4192
 DG4192'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG4192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4191 ***********************************************************************
 DG4191  DESIGNATION -  LOGAN 6
 DG4191  PID         -  DG4191
 DG4191  STATE/COUNTY-  IL/LOGAN
 DG4191  USGS QUAD   -  LINCOLN EAST (1980)
 DG4191
 DG4191                         *CURRENT SURVEY CONTROL
 DG4191  ___________________________________________________________________
 DG4191* NAD 83(1997)-  40 13 22.68184(N)    089 21 38.91281(W)     ADJUSTED  
 DG4191* NAVD 88     -       177.9    (meters)     584.     (feet)  GPS OBS   
 DG4191  ___________________________________________________________________
 DG4191  X           -      54,405.139 (meters)                     COMP
 DG4191  Y           -  -4,876,564.385 (meters)                     COMP
 DG4191  Z           -   4,097,013.804 (meters)                     COMP
 DG4191  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DG4191  ELLIP HEIGHT-         145.34  (meters)          (02/03/05) GPS OBS
 DG4191  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 DG4191
 DG4191  HORZ ORDER  -  FIRST
 DG4191  ELLP ORDER  -  FOURTH    CLASS II
 DG4191
 DG4191.The horizontal coordinates were established by GPS observations
 DG4191.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DG4191
 DG4191.The orthometric height was determined by GPS observations and a
 DG4191.high-resolution geoid model.
 DG4191
 DG4191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4191
 DG4191.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4191
 DG4191.The ellipsoidal height was determined by GPS observations
 DG4191.and is referenced to NAD 83.
 DG4191
 DG4191.The geoid height was determined by GEOID03.
 DG4191
 DG4191;                    North         East     Units Scale Factor Converg.
 DG4191;SPC IL W     -   395,055.384   768,587.286   MT  0.99999906   +0 31 13.5
 DG4191;SPC IL W     - 1,296,110.87  2,521,606.79   sFT  0.99999906   +0 31 13.5
 DG4191;UTM  16      - 4,455,178.077   299,129.461   MT  1.00009672   -1 31 30.1
 DG4191
 DG4191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4191!SPC IL W     -   0.99997720  x   0.99999906  =   0.99997626
 DG4191!UTM  16      -   0.99997720  x   1.00009672  =   1.00007392
 DG4191
 DG4191                          SUPERSEDED SURVEY CONTROL
 DG4191
 DG4191  ELLIP H (01/16/04)  145.36   (m)                       GP(       ) 3 1
 DG4191
 DG4191.Superseded values are not recommended for survey control.
 DG4191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4191.See file dsdata.txt to determine how the superseded data were derived.
 DG4191
 DG4191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK9912955178(NAD 83)
 DG4191_MARKER: DD = SURVEY DISK
 DG4191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4191_STAMPING: LOGAN 6 2003
 DG4191_MARK LOGO: ILDT  
 DG4191_PROJECTION: FLUSH
 DG4191_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4191+STABILITY: SURFACE MOTION
 DG4191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4191+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG4191
 DG4191  HISTORY     - Date     Condition        Report By
 DG4191  HISTORY     - 200306   MONUMENTED       ILDT
 DG4191  HISTORY     - 20031103 GOOD             ILDT
 DG4191
 DG4191                          STATION DESCRIPTION
 DG4191
 DG4191'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 DG4191'FROM THE INTERSECTION OF IL 121 AND CR 16 IN HARTSBURG, PROCEED E ON
 DG4191'CR 18 (FRON STREET)  FOR 3.9 MI THEN SOUTH ON CR 2 (2300N) FOR 2.2
 DG4191'MILES TO STATION ON RIGHT. THE STATION IS  LOCATED JUST NORTH OF THE
 DG4191'JUNCTION WITH 2100 ST. STATION IS 14.75 M NW OF STOP SIGN 8.5 M EAST
 DG4191'OF PAVEMENT EDGE AND 29.5 M EAST, AND ON THE OTHER SIE OF THE ROAD
 DG4191'FROM ROAD SIGN  (2100 ST 1275 AVE).
 DG4191
 DG4191                          STATION RECOVERY (2003)
 DG4191
 DG4191'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG4191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4190 ***********************************************************************
 DG4190  DESIGNATION -  LOGAN 7
 DG4190  PID         -  DG4190
 DG4190  STATE/COUNTY-  IL/LOGAN
 DG4190  USGS QUAD   -  LINCOLN WEST (1996)
 DG4190
 DG4190                         *CURRENT SURVEY CONTROL
 DG4190  ___________________________________________________________________
 DG4190* NAD 83(1997)-  40 13 12.07439(N)    089 28 09.98795(W)     ADJUSTED  
 DG4190* NAVD 88     -       170.8    (meters)     560.     (feet)  GPS OBS   
 DG4190  ___________________________________________________________________
 DG4190  X           -      45,161.056 (meters)                     COMP
 DG4190  Y           -  -4,876,864.581 (meters)                     COMP
 DG4190  Z           -   4,096,759.363 (meters)                     COMP
 DG4190  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DG4190  ELLIP HEIGHT-         138.19  (meters)          (02/03/05) GPS OBS
 DG4190  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DG4190
 DG4190  HORZ ORDER  -  FIRST
 DG4190  ELLP ORDER  -  FOURTH    CLASS II
 DG4190
 DG4190.The horizontal coordinates were established by GPS observations
 DG4190.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DG4190
 DG4190.The orthometric height was determined by GPS observations and a
 DG4190.high-resolution geoid model.
 DG4190
 DG4190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4190
 DG4190.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4190
 DG4190.The ellipsoidal height was determined by GPS observations
 DG4190.and is referenced to NAD 83.
 DG4190
 DG4190.The geoid height was determined by GEOID03.
 DG4190
 DG4190;                    North         East     Units Scale Factor Converg.
 DG4190;SPC IL W     -   394,649.901   759,344.005   MT  0.99998451   +0 27 00.8
 DG4190;SPC IL W     - 1,294,780.55  2,491,281.12   sFT  0.99998451   +0 27 00.8
 DG4190;UTM  16      - 4,455,102.751   289,876.409   MT  1.00014354   -1 35 42.6
 DG4190
 DG4190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4190!SPC IL W     -   0.99997832  x   0.99998451  =   0.99996283
 DG4190!UTM  16      -   0.99997832  x   1.00014354  =   1.00012186
 DG4190
 DG4190                          SUPERSEDED SURVEY CONTROL
 DG4190
 DG4190  ELLIP H (01/16/04)  138.21   (m)                       GP(       ) 3 1
 DG4190
 DG4190.Superseded values are not recommended for survey control.
 DG4190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4190.See file dsdata.txt to determine how the superseded data were derived.
 DG4190
 DG4190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK8987655103(NAD 83)
 DG4190_MARKER: DD = SURVEY DISK
 DG4190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4190_STAMPING: LOGAN 7 2003
 DG4190_MARK LOGO: ILDT  
 DG4190_PROJECTION: FLUSH
 DG4190_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4190+STABILITY: SURFACE MOTION
 DG4190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4190+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG4190
 DG4190  HISTORY     - Date     Condition        Report By
 DG4190  HISTORY     - 200306   MONUMENTED       ILDT
 DG4190  HISTORY     - 20031103 GOOD             ILDT
 DG4190
 DG4190                          STATION DESCRIPTION
 DG4190
 DG4190'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 DG4190'FROM EXIT 6 ON I155 PROCEED WEST ON CR18 0.2 MI. TO JUNCTION WITH
 DG4190'CR700E. PROCEED SOUTH ON CR700E 700 AV) 2.1 MI. TO T JUNCTION WITH
 DG4190'2100 ST (CR 2100 N) AND STATION WHICH IS LOCATED IMMEDIATELY SOUTH OF
 DG4190'THE INTERSECTION. MARK IS LOCATED 4 M S OF SOUTH EDGE OF PAVEMENT ON
 DG4190'2100 ST, 15.25 M S OF ROAD SIGN (700AV, 2100 ST) AND 3.2 M EAST OF
 DG4190'DOUBLE ARROW ROAD SIGN INDICATING THE END ON CR 700 E.
 DG4190
 DG4190                          STATION RECOVERY (2003)
 DG4190
 DG4190'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG4190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4195 ***********************************************************************
 DG4195  DESIGNATION -  LOGAN 8
 DG4195  PID         -  DG4195
 DG4195  STATE/COUNTY-  IL/LOGAN
 DG4195  USGS QUAD   -  MIDDLETOWN (1980)
 DG4195
 DG4195                         *CURRENT SURVEY CONTROL
 DG4195  ___________________________________________________________________
 DG4195* NAD 83(1997)-  40 05 58.99931(N)    089 35 18.21993(W)     ADJUSTED  
 DG4195* NAVD 88     -       177.4    (meters)     582.     (feet)  GPS OBS   
 DG4195  ___________________________________________________________________
 DG4195  X           -      35,097.897 (meters)                     COMP
 DG4195  Y           -  -4,885,567.454 (meters)                     COMP
 DG4195  Z           -   4,086,554.761 (meters)                     COMP
 DG4195  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 DG4195  ELLIP HEIGHT-         144.71  (meters)          (02/03/05) GPS OBS
 DG4195  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 DG4195
 DG4195  HORZ ORDER  -  FIRST
 DG4195  ELLP ORDER  -  FOURTH    CLASS II
 DG4195
 DG4195.The horizontal coordinates were established by GPS observations
 DG4195.and adjusted by the IL DEPT OF TRANSP in January 2004..
 DG4195
 DG4195.The orthometric height was determined by GPS observations and a
 DG4195.high-resolution geoid model.
 DG4195
 DG4195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4195
 DG4195.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4195
 DG4195.The ellipsoidal height was determined by GPS observations
 DG4195.and is referenced to NAD 83.
 DG4195
 DG4195.The geoid height was determined by GEOID03.
 DG4195
 DG4195;                    North         East     Units Scale Factor Converg.
 DG4195;SPC IL W     -   381,220.112   749,306.232   MT  0.99997109   +0 22 20.9
 DG4195;SPC IL W     - 1,250,719.65  2,458,348.86   sFT  0.99997109   +0 22 20.9
 DG4195;UTM  16      - 4,442,036.792   279,364.242   MT  1.00019931   -1 40 04.5
 DG4195
 DG4195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4195!SPC IL W     -   0.99997730  x   0.99997109  =   0.99994839
 DG4195!UTM  16      -   0.99997730  x   1.00019931  =   1.00017660
 DG4195
 DG4195                          SUPERSEDED SURVEY CONTROL
 DG4195
 DG4195  ELLIP H (01/16/04)  144.73   (m)                       GP(       ) 3 1
 DG4195
 DG4195.Superseded values are not recommended for survey control.
 DG4195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4195.See file dsdata.txt to determine how the superseded data were derived.
 DG4195
 DG4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK7936442037(NAD 83)
 DG4195_MARKER: DD = SURVEY DISK
 DG4195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4195_STAMPING: LOGAN 8 2003
 DG4195_MARK LOGO: ILDT  
 DG4195_PROJECTION: FLUSH
 DG4195_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG4195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4195+STABILITY: SURFACE MOTION
 DG4195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4195+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 DG4195
 DG4195  HISTORY     - Date     Condition        Report By
 DG4195  HISTORY     - 200306   MONUMENTED       ILDT
 DG4195  HISTORY     - 20031103 GOOD             ILDT
 DG4195
 DG4195                          STATION DESCRIPTION
 DG4195
 DG4195'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003
 DG4195'FROM THE RIGHT ANGLE BEND IN CR15, ON THE EAST SIDE ON MIDDLETON,
 DG4195'PROCEED ABOUT 50M  EAST TO STATION ON LEFT. THE STATION IS LOCATED ON
 DG4195'THE EASTERN EDGE OF A VERY WIDE DRIVEWAY AND AT THE WESTERN EDGE OF A
 DG4195'CORNFIELD. LOOK FOR A WELLHEAD SURROUNDED BY  A CHAIN LINK FENCE. HE
 DG4195'MARK IS 3.7 M EAST OF NORTHERN APEX OF TRIANGULAR FENCE AROUND WELL
 DG4195'HEAD, 5.7 M NORTH OF A POWERPOLE AND 8.6 M SOUTH OF EDGE OF PAVEMENT.
 DG4195'ON NORTHERN SIDE OF ROAD.
 DG4195
 DG4195                          STATION RECOVERY (2003)
 DG4195
 DG4195'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2003 (DEL)
 DG4195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3160 ***********************************************************************
 ME3160  DESIGNATION -  LOMBARD
 ME3160  PID         -  ME3160
 ME3160  STATE/COUNTY-  IL/DU PAGE
 ME3160  USGS QUAD   -  ELMHURST (1997)
 ME3160
 ME3160                         *CURRENT SURVEY CONTROL
 ME3160  ___________________________________________________________________
 ME3160* NAD 83(1997)-  41 54 12.24878(N)    087 59 26.66488(W)     ADJUSTED  
 ME3160* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 ME3160  ___________________________________________________________________
 ME3160  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 ME3160  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 ME3160
 ME3160  HORZ ORDER  -  SECOND
 ME3160
 ME3160.The horizontal coordinates were established by classical geodetic methods
 ME3160.and adjusted by the National Geodetic Survey in October 1999..
 ME3160
 ME3160.The orthometric height was scaled from a topographic map.
 ME3160
 ME3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3160
 ME3160.The geoid height was determined by GEOID03.
 ME3160
 ME3160;                    North         East     Units Scale Factor Converg.
 ME3160;SPC IL E     -   581,430.320   328,426.294   MT  0.99998494   +0 13 43.7
 ME3160;SPC IL E     - 1,907,575.97  1,077,511.93   sFT  0.99998494   +0 13 43.7
 ME3160;UTM  16      - 4,639,525.732   417,824.823   MT  0.99968309   -0 39 42.2
 ME3160
 ME3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3160!SPC IL E     -   0.99997074  x   0.99998494  =   0.99995569
 ME3160!UTM  16      -   0.99997074  x   0.99968309  =   0.99965384
 ME3160
 ME3160                          SUPERSEDED SURVEY CONTROL
 ME3160
 ME3160  NAD 83(1997)-  41 54 12.24886(N)    087 59 26.66546(W) AD(       ) 2
 ME3160  NAD 83(1997)-  41 54 12.25166(N)    087 59 26.67675(W) AD(       ) 2
 ME3160  NAD 83(1986)-  41 54 12.25257(N)    087 59 26.67674(W) AD(       ) 2
 ME3160  NAD 27      -  41 54 12.14540(N)    087 59 26.43750(W) AD(       ) 2
 ME3160
 ME3160.Superseded values are not recommended for survey control.
 ME3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3160.See file dsdata.txt to determine how the superseded data were derived.
 ME3160
 ME3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1782539526(NAD 83)
 ME3160_MARKER: DS = TRIANGULATION STATION DISK
 ME3160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME3160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME3160+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 ME3160
 ME3160  HISTORY     - Date     Condition        Report By
 ME3160  HISTORY     - 1956     MONUMENTED       CGS
 ME3160  HISTORY     - 1963     GOOD             ILHD
 ME3160  HISTORY     - 1967     MARK NOT FOUND   CGS
 ME3160  HISTORY     - 1970     GOOD             NGS
 ME3160  HISTORY     - 20060121 GOOD             USPSQD
 ME3160
 ME3160                          STATION DESCRIPTION
 ME3160
 ME3160'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3160'THE STATION IS LOCATED ABOUT 3 MILES WEST OF ELMHURST, 2 MILES
 ME3160'NORTHEAST OF LOMBARD AND
 ME3160'0.15 MILE WEST OF ADDISON ROAD ON LANE OWNED BY MR. ALFRED GRIFFIN.
 ME3160'IT IS NEAR THE NORTHWEST CORNER OF
 ME3160'A FRAME BUILDING LOCALLY KNOWN AS THE FARM HOUSE, 20
 ME3160'FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 ME3160'GARAGE, 16 FEET NORTH OF THE NORTHWEST
 ME3160'CORNER OF THE GARAGE AND 4 FEET EAST OF A WHITE WITNESS POST.
 ME3160'THE MARK IS FLUSH AND THE DISK IS
 ME3160'STAMPED LOMBARD 1956.
 ME3160'
 ME3160'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 64,
 ME3160'ABOUT 5 MILES WEST OF
 ME3160'ELMHURST, GO EAST ON STATE HIGHWAY 64 FOR 2.2 MILES TO ADDISON ROAD.
 ME3160'TURN RIGHT AND GO SOUTH ON ADDISON
 ME3160'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED.
 ME3160'CONTINUE SOUTH ON ADDISON ROAD FOR 0.05
 ME3160'MILE TO A SIDE ROAD RIGHT AND SIGN THE
 ME3160'FARM HOUSE.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR
 ME3160'0.1 MILE TO A DRIVEWAY RIGHT
 ME3160'LEADING TO FARM HOUSE.  TURN RIGHT AND GO NORTH TO HOUSE AND CONTINUE
 ME3160'AROUND TO THE NORTHWEST CORNER
 ME3160'AND STATION AS DESCRIBED.
 ME3160'
 ME3160'REFERENCE MARK 1 IS 71 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE
 ME3160'AND 18 FEET EAST OF A LARGE
 ME3160'ELM TREE.  THE MARK IS FLUSH, ABOUT 2 FEET LOWER IN ELEVATION THAN
 ME3160'THE STATION MARK AND THE DISK IS
 ME3160'STAMPED LOMBARD NO 1 1956.
 ME3160'
 ME3160'REFERENCE MARK 2 IS 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 ME3160'HOUSE, 33 FEET WEST OF THE
 ME3160'CENTER OF THE DRIVEWAY AND 11 FEET SOUTHWEST OF A WHITE WITNESS POST.
 ME3160'THE MARK PROJECTS ABOUT 2 INCHES
 ME3160'AND THE DISK IS STAMPED LOMBARD NO 2 1956.
 ME3160'
 ME3160'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF ADDISON ROAD, 10
 ME3160'FEET EAST OF SIDEWALK, 1
 ME3160'FOOT SOUTH OF A POWER LINE POLE AND 1 FOOT SOUTHWEST OF A WHITE
 ME3160'WITNESS POST.  THE MARK IS FLUSH
 ME3160'AND THE DISK IS STAMPED LOMBARD 1956.
 ME3160'
 ME3160'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
 ME3160
 ME3160                          STATION RECOVERY (1963)
 ME3160
 ME3160'RECOVERY NOTE BY IL HIGHWAY DEPT 1963 (HB)
 ME3160'STATION WAS RECOVERED IN GOOD CONDITION.  LAND OWNED BY MR. ALFRED
 ME3160'GRIFFIN AND BUILDING
 ME3160'KNOWN LOCALLY AS THE FARM HOUSE, NO LONGER APPLIES.
 ME3160'
 ME3160'RM 1, RM 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION, AS
 ME3160'DESCRIBED.
 ME3160'
 ME3160'TO REACH STATION FROM AZIMUTH MARK IS CHANGED AS FOLLOWS- GO EAST ON
 ME3160'STATE HIGHWAY 64 FOR
 ME3160'2.15 MI. TO POINT WHERE SECOND AVE. AND STONE RD. INTERSECT
 ME3160'ILL. 64.  TURN RIGHT ON SECOND
 ME3160'AVE. AND GO SOUTH TO HOUSE NO. 717 ON EAST SIDE
 ME3160'OF STREET.
 ME3160
 ME3160                          STATION RECOVERY (1967)
 ME3160
 ME3160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 ME3160'THE SECTION WHERE THE STATION, REFERENCE MARKS AND AZIMUTH MARK
 ME3160'WERE LOCATED IS
 ME3160'NOW A HOUSING PROJECT.  NO TRACE OF ANY OF THE MARKS COULD
 ME3160'BE FOUND NOR ANYONE WHO KNEW
 ME3160'ANYTHING ABOUT THEM.  THIS COMPLETE STATION
 ME3160'IS ASSUMED LOST.
 ME3160
 ME3160                          STATION RECOVERY (1970)
 ME3160
 ME3160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 ME3160'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 ME3160'IT WAS REPORTED BY THIS PARTY IN 1967 THAT THE MARKS WERE NOT FOUND
 ME3160'AND ASSUMED TO BE DESTROYED BUT NEW INFORMATION LED TO THE LOCATION
 ME3160'OF THE STATION.  THE SITE OF THE AZIMUTH MARK HAS BEEN GRADED AND
 ME3160'THE MARK WAS NOT FOUND.  EVEN HAD THE MARK BEEN FOUND IT WOULD HAVE
 ME3160'BEEN OBSTRUCTED TO THE STATION BY BUILDINGS.  THERE WAS NOT OBJECT
 ME3160'VISIBLE AT THIS TIME TO SET A NEW AZIMUTH MARK FROM.  A NEW
 ME3160'DESCRIPTION TO THE STATION FOLLOWS--
 ME3160'
 ME3160'THE STATION MARK IS LOCATED AT 709 SECOND AVE., ADDISON, 200 FEET
 ME3160'NORTH OF THE CENTERLINE OF W RIDGE RD., 16 FEET SOUTHWEST OF THE
 ME3160'SOUTHWEST CORNER OF A HOUSE (717 SECOND AVE.), 54 FEET EAST OF THE
 ME3160'CENTERLINE OF SECOND AVE., 16 FEET NORTHEAST OF A TWIN TRUNK 12
 ME3160'INCH TREE AND 15 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 ME3160'GARAGE OF 709 SECOND AVE.  THE MONUMENT IS FLUSH AND THE DISK IS
 ME3160'STAMPED LOMBARD 1956.
 ME3160'
 ME3160'REFERENCE MARK 1 IS 2 FEET NORTH OF A FENCE CORNER AT THE REAR OF
 ME3160'THE HOUSE OF 717 SECOND AVE. AND 7 FEET WEST OF THE SOUTHWEST
 ME3160'CORNER OF A GARAGE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 ME3160'STAMPED LOMBARD NO 1 1956.
 ME3160'
 ME3160'REFERENCE MARK 2 IS 1 FOOT EAST OF THE EAST EDGE OF A SIDEWALK,
 ME3160'33 FEET EAST OF THE CENTERLINE OF SECOND AVE., 93 FEET NORTH OF THE
 ME3160'CENTERLINE OF W RIDGE RD., 12 FEET SOUTHEAST OF A 14 INCH TREE AND
 ME3160'60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE (709 SECOND
 ME3160'AVE.) THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 ME3160'LOMBARD NO 2 1956.
 ME3160'
 ME3160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ADDISON.
 ME3160
 ME3160                          STATION RECOVERY (2006)
 ME3160
 ME3160'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 ME3160'STATION MARK AND REFERENCE MARK 2 FOUND, REFERENCE MARK 1 DESCRIBED
 ME3160'LOCATION NOW HAS CONCRETE SIDEWALK. CURRENT OWNER DOES NOT KNOW WHEN
 ME3160'SIDEWALK WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3069 ***********************************************************************
 AJ3069  DESIGNATION -  LOMBARD 1
 AJ3069  PID         -  AJ3069
 AJ3069  STATE/COUNTY-  IL/DU PAGE
 AJ3069  USGS QUAD   -  WHEATON (1993)
 AJ3069
 AJ3069                         *CURRENT SURVEY CONTROL
 AJ3069  ___________________________________________________________________
 AJ3069* NAD 83(1997)-  41 51 59.40989(N)    088 00 36.63570(W)     ADJUSTED  
 AJ3069* NAVD 88     -       227.1    (meters)     745.     (feet)  GPS OBS   
 AJ3069  ___________________________________________________________________
 AJ3069  X           -     165,174.315 (meters)                     COMP
 AJ3069  Y           -  -4,754,183.691 (meters)                     COMP
 AJ3069  Z           -   4,234,702.389 (meters)                     COMP
 AJ3069  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AJ3069  ELLIP HEIGHT-         193.75  (meters)          (02/03/05) GPS OBS
 AJ3069  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 AJ3069
 AJ3069  HORZ ORDER  -  FIRST
 AJ3069  ELLP ORDER  -  FOURTH    CLASS II
 AJ3069
 AJ3069.The horizontal coordinates were established by GPS observations
 AJ3069.and adjusted by the National Geodetic Survey in April 2001..
 AJ3069
 AJ3069.The orthometric height was determined by GPS observations and a
 AJ3069.high-resolution geoid model.
 AJ3069
 AJ3069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3069
 AJ3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3069
 AJ3069.The ellipsoidal height was determined by GPS observations
 AJ3069.and is referenced to NAD 83.
 AJ3069
 AJ3069.The geoid height was determined by GEOID03.
 AJ3069
 AJ3069;                    North         East     Units Scale Factor Converg.
 AJ3069;SPC IL E     -   577,325.670   326,829.016   MT  0.99998385   +0 12 56.4
 AJ3069;SPC IL E     - 1,894,109.30  1,072,271.53   sFT  0.99998385   +0 12 56.4
 AJ3069;UTM  16      - 4,635,447.617   416,164.462   MT  0.99968649   -0 40 27.2
 AJ3069
 AJ3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3069!SPC IL E     -   0.99996961  x   0.99998385  =   0.99995346
 AJ3069!UTM  16      -   0.99996961  x   0.99968649  =   0.99965611
 AJ3069
 AJ3069                          SUPERSEDED SURVEY CONTROL
 AJ3069
 AJ3069  ELLIP H (04/24/01)  193.78   (m)                       GP(       ) 4 1
 AJ3069
 AJ3069.Superseded values are not recommended for survey control.
 AJ3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3069.See file dsdata.txt to determine how the superseded data were derived.
 AJ3069
 AJ3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1616435448(NAD 83)
 AJ3069_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ3069_SETTING: 0 = UNSPECIFIED SETTING
 AJ3069_SP_SET: BERNTSEN FERRO-MAGNETIC MARKER
 AJ3069_STAMPING: 1869 NO. 1-001 1997
 AJ3069_MARK LOGO: IL4940
 AJ3069_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3069+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2003
 AJ3069
 AJ3069  HISTORY     - Date     Condition        Report By
 AJ3069  HISTORY     - 1997     MONUMENTED
 AJ3069  HISTORY     - 20001017 GOOD             SECI
 AJ3069  HISTORY     - 20031125 GOOD             INDIV
 AJ3069
 AJ3069                          STATION DESCRIPTION
 AJ3069
 AJ3069'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3069'STATION IS LOCATED IN THE VILLAGE OF LOMBARD IN SECTION 17, T39N,
 AJ3069'R11E.  TO REACH FROM THE JUNCTION OF IL RT 38 AND MAIN STREET IN
 AJ3069'LOMBARD, PROCEED EAST ON RT 38 APPROXIMATELY 0.6 MILE TO STEWART
 AJ3069'AVENUE, PROCEED NORTH ON STEWART AVENUE 0.5 MILE TO HIGHRIDGE
 AJ3069'RD, STATION IS IN THE NORTHEAST QUADRANT OF STEWART AND
 AJ3069'HIGHRIDGE RD.  STATION IS ACROSS STEWART AVENUE FROM THE VILLAGE
 AJ3069'OF LOMBARD VILLAGE HALL AND POLICE DEPARTMENT, 45 FT NORTH OF THE
 AJ3069'CENTERLINE OF HIGHRIDGE RD AND 2.7 FT EAST OF THE BACK OF CURB OF
 AJ3069'STEWART AVENUE.  NOTE--  ACCESS THROUGH SIX INCH LOGO CAP.  DISC IS
 AJ3069'0.35 FT BELOW CAP.  STATION WAS ESTABLISHED BY GENTILE AND
 AJ3069'ASSOCIATES IN 1997.
 AJ3069' 
 AJ3069' 
 AJ3069' 
 AJ3069'
 AJ3069
 AJ3069                          STATION RECOVERY (2003)
 AJ3069
 AJ3069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TBW)
 AJ3069'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3067 ***********************************************************************
 AJ3067  DESIGNATION -  LOMBARD 2
 AJ3067  PID         -  AJ3067
 AJ3067  STATE/COUNTY-  IL/DU PAGE
 AJ3067  USGS QUAD   -  LOMBARD (1993)
 AJ3067
 AJ3067                         *CURRENT SURVEY CONTROL
 AJ3067  ___________________________________________________________________
 AJ3067* NAD 83(1997)-  41 53 35.37983(N)    088 01 24.97653(W)     ADJUSTED  
 AJ3067* NAVD 88     -       210.8    (meters)     692.     (feet)  GPS OBS   
 AJ3067  ___________________________________________________________________
 AJ3067  X           -     163,991.514 (meters)                     COMP
 AJ3067  Y           -  -4,752,234.578 (meters)                     COMP
 AJ3067  Z           -   4,236,896.121 (meters)                     COMP
 AJ3067  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AJ3067  ELLIP HEIGHT-         177.41  (meters)          (02/03/05) GPS OBS
 AJ3067  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 AJ3067
 AJ3067  HORZ ORDER  -  FIRST
 AJ3067  ELLP ORDER  -  FOURTH    CLASS II
 AJ3067
 AJ3067.The horizontal coordinates were established by GPS observations
 AJ3067.and adjusted by the National Geodetic Survey in April 2001..
 AJ3067
 AJ3067.The orthometric height was determined by GPS observations and a
 AJ3067.high-resolution geoid model.
 AJ3067
 AJ3067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3067
 AJ3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3067
 AJ3067.The ellipsoidal height was determined by GPS observations
 AJ3067.and is referenced to NAD 83.
 AJ3067
 AJ3067.The geoid height was determined by GEOID03.
 AJ3067
 AJ3067;                    North         East     Units Scale Factor Converg.
 AJ3067;SPC IL E     -   580,282.456   325,703.513   MT  0.99998313   +0 12 24.6
 AJ3067;SPC IL E     - 1,903,810.02  1,068,578.94   sFT  0.99998313   +0 12 24.6
 AJ3067;UTM  16      - 4,638,420.651   415,085.350   MT  0.99968873   -0 41 00.8
 AJ3067
 AJ3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3067!SPC IL E     -   0.99997218  x   0.99998313  =   0.99995531
 AJ3067!UTM  16      -   0.99997218  x   0.99968873  =   0.99966091
 AJ3067
 AJ3067                          SUPERSEDED SURVEY CONTROL
 AJ3067
 AJ3067  ELLIP H (04/24/01)  177.43   (m)                       GP(       ) 4 1
 AJ3067
 AJ3067.Superseded values are not recommended for survey control.
 AJ3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3067.See file dsdata.txt to determine how the superseded data were derived.
 AJ3067
 AJ3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1508538421(NAD 83)
 AJ3067_MARKER: I = METAL ROD
 AJ3067_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3067+WITH SETTING: INFORMATION.
 AJ3067_STAMPING: 1869 NO. 1-002 1997
 AJ3067_MARK LOGO: IL4940
 AJ3067_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3067+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2003
 AJ3067
 AJ3067  HISTORY     - Date     Condition        Report By
 AJ3067  HISTORY     - 1997     MONUMENTED
 AJ3067  HISTORY     - 20001017 GOOD             SECI
 AJ3067  HISTORY     - 20031125 GOOD             INDIV
 AJ3067
 AJ3067                          STATION DESCRIPTION
 AJ3067
 AJ3067'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ3067'STATION IS LOCATED WITHIN THE VILLAGE OF LOMBARD IN SECTION 6, T39N,
 AJ3067'R11E.  TO REACH STATION FROM THE JUNCTION OF IL RT 64 (NORTH
 AJ3067'AVENUE) AND IL RT 53, GO EAST ON IL RT 64 0.6 MILES TO MAIN STREET,
 AJ3067'THEN SOUTH ON MAIN STREET 0.8 MILES TO GREENFIELD AVENUE, THEN
 AJ3067'WEST ON GREENFIELD AVE. 0.25 MILES TO THE STATION 5.8 FT NORTH OF
 AJ3067'EDGE-OF-PAVEMENT OF GREENFIELD AVE.  STATION IS LOCATED 200 FT
 AJ3067'WEST OF AGGREGATE DRIVEWAY ADDRESS 161 ON THE SOUTHSIDE OF
 AJ3067'GREENFIELD AVE, 9.2 FT EAST OF LIGHT POLE U4, AND 7 FT SOUTH OF
 AJ3067'CONCRETE SIDEWALK.  STATION IS A BERNTSEN FERRO-MAGNETIC MRKER
 AJ3067'WITH AN ALUMINUM CAP IN A PVC VAULT.  DATUM POINT IS 0.35 FT BELOW
 AJ3067'CAP. (MH)
 AJ3067' 
 AJ3067'
 AJ3067
 AJ3067                          STATION RECOVERY (2003)
 AJ3067
 AJ3067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TBW)
 AJ3067'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3070 ***********************************************************************
 AJ3070  DESIGNATION -  LOMBARD 3
 AJ3070  PID         -  AJ3070
 AJ3070  STATE/COUNTY-  IL/DU PAGE
 AJ3070  USGS QUAD   -  WHEATON (1993)
 AJ3070
 AJ3070                         *CURRENT SURVEY CONTROL
 AJ3070  ___________________________________________________________________
 AJ3070* NAD 83(1997)-  41 50 46.17811(N)    088 02 43.71573(W)     ADJUSTED  
 AJ3070* NAVD 88     -       213.6    (meters)     701.     (feet)  GPS OBS   
 AJ3070  ___________________________________________________________________
 AJ3070  X           -     162,296.305 (meters)                     COMP
 AJ3070  Y           -  -4,755,781.381 (meters)                     COMP
 AJ3070  Z           -   4,233,010.547 (meters)                     COMP
 AJ3070  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AJ3070  ELLIP HEIGHT-         180.36  (meters)          (02/03/05) GPS OBS
 AJ3070  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AJ3070
 AJ3070  HORZ ORDER  -  FIRST
 AJ3070  ELLP ORDER  -  FOURTH    CLASS II
 AJ3070
 AJ3070.The horizontal coordinates were established by GPS observations
 AJ3070.and adjusted by the National Geodetic Survey in April 2001..
 AJ3070
 AJ3070.The orthometric height was determined by GPS observations and a
 AJ3070.high-resolution geoid model.
 AJ3070
 AJ3070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3070
 AJ3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3070
 AJ3070.The ellipsoidal height was determined by GPS observations
 AJ3070.and is referenced to NAD 83.
 AJ3070
 AJ3070.The geoid height was determined by GEOID03.
 AJ3070
 AJ3070;                    North         East     Units Scale Factor Converg.
 AJ3070;SPC IL E     -   575,055.880   323,905.921   MT  0.99998203   +0 11 31.3
 AJ3070;SPC IL E     - 1,886,662.50  1,062,681.34   sFT  0.99998203   +0 11 31.3
 AJ3070;UTM  16      - 4,633,224.143   413,207.343   MT  0.99969269   -0 41 51.1
 AJ3070
 AJ3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3070!SPC IL E     -   0.99997171  x   0.99998203  =   0.99995374
 AJ3070!UTM  16      -   0.99997171  x   0.99969269  =   0.99966441
 AJ3070
 AJ3070                          SUPERSEDED SURVEY CONTROL
 AJ3070
 AJ3070  ELLIP H (04/24/01)  180.38   (m)                       GP(       ) 4 1
 AJ3070
 AJ3070.Superseded values are not recommended for survey control.
 AJ3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3070.See file dsdata.txt to determine how the superseded data were derived.
 AJ3070
 AJ3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1320733224(NAD 83)
 AJ3070_MARKER: DD = SURVEY DISK
 AJ3070_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3070_SP_SET: SET ON A CONCRETE PAD
 AJ3070_STAMPING: 1869 NO. 1-003 1999
 AJ3070_MARK LOGO: IL4940
 AJ3070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3070+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AJ3070
 AJ3070  HISTORY     - Date     Condition        Report By
 AJ3070  HISTORY     - 1999     MONUMENTED
 AJ3070  HISTORY     - 20001017 GOOD             SECI
 AJ3070  HISTORY     - 20050705 GOOD             INDIV
 AJ3070
 AJ3070                          STATION DESCRIPTION
 AJ3070
 AJ3070'DESCRIBED BY SMITH ENG CONS INC 2000 (RJW)
 AJ3070'STATION IS LOCATED WITHIN THE VILLAGE OF LOMBARD  IN SECTION 24,
 AJ3070'T39N, R10E.  TO REACH STATION FROM THE JUNCTION OF IL RT 53 AND IL RT
 AJ3070'38 PROCEED SOUTH APPROXIMATELY 0.9 MI TO BEMIS RD, THEN PROCEED
 AJ3070'EAST APPROXIMATELY 0.4 MI ON BEMIS RD TO LOCKED GATE NEXT TO THE
 AJ3070'GLENBARD WASTEWATER AUTHORITY ADMINISTRATION BUILDING AT THE
 AJ3070'INTERSECTION OF BEMIS RD AND SUNNYBROOK RD.  TO GAIN ACCESS TO
 AJ3070'THE MONUMENT CALL THE VILLAGE OF LOMBARD ARE STOP IN AT THE
 AJ3070'ADMINISTATION BUILDING NEXT TO THE STATION.  THE STATION IS LOCATED
 AJ3070'ON A CONCRETE PAD AT THE NORTHEAST CORNER OF THE NORTH
 AJ3070'CLARIFIER.
 AJ3070' 
 AJ3070'
 AJ3070
 AJ3070                          STATION RECOVERY (2005)
 AJ3070
 AJ3070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TBW)
 AJ3070'RECOVERED AS DESCRIBED. ADDITION TO  PREVIOUS DESCRIPTION. ENTER GATE
 AJ3070'AND GO TO RT ON FIRST DRIVE TO BLDG 'T'. PROCEED SOUTH EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3068 ***********************************************************************
 AJ3068  DESIGNATION -  LOMBARD 4
 AJ3068  PID         -  AJ3068
 AJ3068  STATE/COUNTY-  IL/DU PAGE
 AJ3068  USGS QUAD   -  ELMHURST (1997)
 AJ3068
 AJ3068                         *CURRENT SURVEY CONTROL
 AJ3068  ___________________________________________________________________
 AJ3068* NAD 83(1997)-  41 53 21.13710(N)    087 59 42.48742(W)     ADJUSTED  
 AJ3068* NAVD 88     -       217.3    (meters)     713.     (feet)  GPS OBS   
 AJ3068  ___________________________________________________________________
 AJ3068  X           -     166,363.224 (meters)                     COMP
 AJ3068  Y           -  -4,752,450.596 (meters)                     COMP
 AJ3068  Z           -   4,236,573.339 (meters)                     COMP
 AJ3068  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AJ3068  ELLIP HEIGHT-         183.92  (meters)          (02/03/05) GPS OBS
 AJ3068  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AJ3068
 AJ3068  HORZ ORDER  -  FIRST
 AJ3068  ELLP ORDER  -  FOURTH    CLASS II
 AJ3068
 AJ3068.The horizontal coordinates were established by GPS observations
 AJ3068.and adjusted by the National Geodetic Survey in April 2001..
 AJ3068
 AJ3068.The orthometric height was determined by GPS observations and a
 AJ3068.high-resolution geoid model.
 AJ3068
 AJ3068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3068
 AJ3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3068
 AJ3068.The ellipsoidal height was determined by GPS observations
 AJ3068.and is referenced to NAD 83.
 AJ3068
 AJ3068.The geoid height was determined by GEOID03.
 AJ3068
 AJ3068;                    North         East     Units Scale Factor Converg.
 AJ3068;SPC IL E     -   579,851.954   328,067.826   MT  0.99998469   +0 13 32.9
 AJ3068;SPC IL E     - 1,902,397.62  1,076,335.86   sFT  0.99998469   +0 13 32.9
 AJ3068;UTM  16      - 4,637,953.602   417,441.986   MT  0.99968387   -0 39 52.1
 AJ3068
 AJ3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3068!SPC IL E     -   0.99997115  x   0.99998469  =   0.99995584
 AJ3068!UTM  16      -   0.99997115  x   0.99968387  =   0.99965503
 AJ3068
 AJ3068                          SUPERSEDED SURVEY CONTROL
 AJ3068
 AJ3068  ELLIP H (04/24/01)  183.94   (m)                       GP(       ) 4 1
 AJ3068
 AJ3068.Superseded values are not recommended for survey control.
 AJ3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3068.See file dsdata.txt to determine how the superseded data were derived.
 AJ3068
 AJ3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1744237954(NAD 83)
 AJ3068_MARKER: I = METAL ROD
 AJ3068_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3068+WITH SETTING: INFORMATION.
 AJ3068_STAMPING: 1869 NO. 1-001 1997
 AJ3068_MARK LOGO: IL4940
 AJ3068_PROJECTION: FLUSH
 AJ3068_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ3068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3068+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2000
 AJ3068
 AJ3068  HISTORY     - Date     Condition        Report By
 AJ3068  HISTORY     - 1997     MONUMENTED
 AJ3068  HISTORY     - 20001017 GOOD             SECI
 AJ3068
 AJ3068                          STATION DESCRIPTION
 AJ3068
 AJ3068'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ3068'STATION IS LOCATED IN THE VILLAGE OF LOMBARD IN SECTION 9, T39N,
 AJ3068'R11E.  TO REACH FROM THE JUNCTION OF IL RT 64 AND IL RT 53, PROCEED
 AJ3068'EAST ON RT 64 APPROXIMATELY 1.5 MILE TO GRACE AVENUE, PROCEED
 AJ3068'SOUTH ON GRACE AVENUE APPROXIMATELY 1.0 MILE TO ST. CHARLES RD,
 AJ3068'PROCEED EAST ON ST. CHARLES RD APPROXIMATELY 0.7 MILE OR 375 FT
 AJ3068'WEST OF WESTMORE-MYERS RD TO ADDRESS 901 AND 925.  PARK IN THE
 AJ3068'PARKING LOT BETWEEN THESE TWO BUSINESSES AND PROCEED ON FOOT
 AJ3068'TO THE STATION 200 FT SOUTH OF THE BACK OF CURB OF ST. CHARLES RD,
 AJ3068'110 FT SOUTH OF THE SOUTH EDGE OF PAVEMENT OF THE PARKING LOT, 57
 AJ3068'FT SOUTH OF THE GREAT WESTERN TRAIL (AGGREGATE BIKE PATH), 375 FT
 AJ3068'WEST OF WESTMORE-MYERS RD, 25 FT WEST OF A WALKING PATH AROUND
 AJ3068'A RETENTION AREA WITHIN THE LOMBARD PARK DISTRICT.  NOTE--  ACCESS
 AJ3068'TO POINT THROUGH SIX INCH LOGO CAP.  DATUM POINT IS 0.3 FT BELOW
 AJ3068'CAP.  STATION WAS ESTABLISHED BY GENTILE AND ASSOCIATES IN 1997.
 AJ3068' 
 AJ3068' 
 AJ3068' 
 AJ3068'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1287 ***********************************************************************
 MF1287  DESIGNATION -  LOMBARD COMMONWEALTH EDISON TK
 MF1287  PID         -  MF1287
 MF1287  STATE/COUNTY-  IL/DU PAGE
 MF1287  USGS QUAD   -  LOMBARD (1993)
 MF1287
 MF1287                         *CURRENT SURVEY CONTROL
 MF1287  ___________________________________________________________________
 MF1287* NAD 83(1997)-  41 53 47.04554(N)    088 02 32.30089(W)     ADJUSTED  
 MF1287* NAVD 88     -                                                        
 MF1287  ___________________________________________________________________
 MF1287  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 MF1287  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MF1287
 MF1287  HORZ ORDER  -  THIRD
 MF1287
 MF1287.The horizontal coordinates were established by classical geodetic methods
 MF1287.and adjusted by the National Geodetic Survey in October 1999..
 MF1287
 MF1287
 MF1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1287
 MF1287.The geoid height was determined by GEOID03.
 MF1287
 MF1287;                    North         East     Units Scale Factor Converg.
 MF1287;SPC IL E     -   580,636.938   324,150.330   MT  0.99998217   +0 11 39.6
 MF1287;SPC IL E     - 1,904,973.02  1,063,483.21   sFT  0.99998217   +0 11 39.6
 MF1287;UTM  16      - 4,638,799.115   413,538.315   MT  0.99969199   -0 41 45.9
 MF1287
 MF1287                          SUPERSEDED SURVEY CONTROL
 MF1287
 MF1287  NAD 83(1997)-  41 53 47.04562(N)    088 02 32.30179(W) AD(       ) 4
 MF1287  NAD 83(1986)-  41 53 47.04955(N)    088 02 32.31238(W) AD(       ) 4
 MF1287  NAD 27      -  41 53 46.94300(N)    088 02 32.07900(W) AD(       ) 3
 MF1287
 MF1287.Superseded values are not recommended for survey control.
 MF1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1287.See file dsdata.txt to determine how the superseded data were derived.
 MF1287
 MF1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1353838799(NAD 83)
 MF1287_MARKER: 53 = ELEVATED TANK
 MF1287
 MF1287  HISTORY     - Date     Condition        Report By
 MF1287  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1287  HISTORY     - 1989     GOOD             USPSQD
 MF1287  HISTORY     - 19970918 GOOD             USPSQD
 MF1287  HISTORY     - 20060121 GOOD             USPSQD
 MF1287
 MF1287                          STATION DESCRIPTION
 MF1287
 MF1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1287'THE STATION IS THE CENTER OF THE TOP OF THE WATER TANK OF THE
 MF1287'COMMONWEALTH EDISON COMPANY, PUBLIC SERVICE DIVISION, LOCATED
 MF1287'ABOUT 1 MILE NORTHWEST OF LOMBARD.  IT IS A STEEL TANK SUPPORTED
 MF1287'BY A FOUR-LEGGED STEEL STRUCTURE AND IS PAINTED SILVER.  THE
 MF1287'HEIGHT IS ABOUT 147 FEET.
 MF1287'
 MF1287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MF1287'64 AND 53 AT THE NORTHWEST EDGE OF LOMBARD, GO SOUTH ON HIGHWAY
 MF1287'53 FOR 0.45 MILE TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND
 MF1287'GO WEST AND SOUTH ON THE GRAVEL ROAD FOR 0.45 MILE TO A
 MF1287'DRIVEWAY RIGHT TO THE COMPANY PLANT.  TURN RIGHT AND GO WEST
 MF1287'ON THE DRIVEWAY FOR 0.1 MILE TO THE TANK.
 MF1287
 MF1287                          STATION RECOVERY (1989)
 MF1287
 MF1287'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMC)
 MF1287'RECOVERED IN GOOD CONDITION.
 MF1287
 MF1287                          STATION RECOVERY (1997)
 MF1287
 MF1287'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1287'RECOVERED IN GOOD CONDITION.
 MF1287
 MF1287                          STATION RECOVERY (2006)
 MF1287
 MF1287'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1287'TANK IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1284 ***********************************************************************
 MF1284  DESIGNATION -  LOMBARD MUNICIPAL STANDPIPE
 MF1284  PID         -  MF1284
 MF1284  STATE/COUNTY-  IL/DU PAGE
 MF1284  USGS QUAD   -  LOMBARD (1993)
 MF1284
 MF1284                         *CURRENT SURVEY CONTROL
 MF1284  ___________________________________________________________________
 MF1284* NAD 83(1997)-  41 54 22.77491(N)    088 01 42.60821(W)     ADJUSTED  
 MF1284* NAVD 88     -                                                        
 MF1284  ___________________________________________________________________
 MF1284  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 MF1284  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MF1284
 MF1284  HORZ ORDER  -  THIRD
 MF1284
 MF1284.The horizontal coordinates were established by classical geodetic methods
 MF1284.and adjusted by the National Geodetic Survey in October 1999..
 MF1284
 MF1284
 MF1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1284
 MF1284.The geoid height was determined by GEOID03.
 MF1284
 MF1284;                    North         East     Units Scale Factor Converg.
 MF1284;SPC IL E     -   581,743.254   325,291.872   MT  0.99998287   +0 12 13.0
 MF1284;SPC IL E     - 1,908,602.66  1,067,228.42   sFT  0.99998287   +0 12 13.0
 MF1284;UTM  16      - 4,639,887.238   414,696.575   MT  0.99968954   -0 41 13.2
 MF1284
 MF1284                          SUPERSEDED SURVEY CONTROL
 MF1284
 MF1284  NAD 83(1997)-  41 54 22.77503(N)    088 01 42.60899(W) AD(       ) 4
 MF1284  NAD 83(1986)-  41 54 22.77898(N)    088 01 42.62090(W) AD(       ) 4
 MF1284  NAD 27      -  41 54 22.67300(N)    088 01 42.37600(W) AD(       ) 3
 MF1284
 MF1284.Superseded values are not recommended for survey control.
 MF1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1284.See file dsdata.txt to determine how the superseded data were derived.
 MF1284
 MF1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1469739887(NAD 83)
 MF1284_MARKER: 52 = STANDPIPE TANK
 MF1284
 MF1284  HISTORY     - Date     Condition        Report By
 MF1284  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1284  HISTORY     - 19970918 GOOD             USPSQD
 MF1284  HISTORY     - 20060121 GOOD             USPSQD
 MF1284
 MF1284                          STATION DESCRIPTION
 MF1284
 MF1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1284'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 MF1284'SUPPLY STANDPIPE LOCATED 0.2 MILE EAST AND 0.1 MILE NORTH OF
 MF1284'THE JUNCTION OF STATE HIGHWAYS 64 AND 53 AT THE NORTHWEST
 MF1284'EDGE OF LOMBARD.  IT IS A STEEL STRUCTURE 40 FEET IN DIAMETER
 MF1284'AND ABOUT 110 FEET HIGH AND IT IS PAINTED SILVER.
 MF1284
 MF1284                          STATION RECOVERY (1997)
 MF1284
 MF1284'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1284'RECOVERED IN GOOD CONDITION.
 MF1284
 MF1284                          STATION RECOVERY (2006)
 MF1284
 MF1284'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAD)
 MF1284'TANK IS NOW PAINTED WHITE WITH TWO LILAC BANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1294 ***********************************************************************
 MF1294  DESIGNATION -  LOMBARD MUNICIPAL TANK
 MF1294  PID         -  MF1294
 MF1294  STATE/COUNTY-  IL/DU PAGE
 MF1294  USGS QUAD   -  WHEATON (1993)
 MF1294
 MF1294                         *CURRENT SURVEY CONTROL
 MF1294  ___________________________________________________________________
 MF1294* NAD 83(1997)-  41 52 02.54628(N)    088 00 38.81250(W)     ADJUSTED  
 MF1294* NAVD 88     -                                                        
 MF1294  ___________________________________________________________________
 MF1294  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 MF1294  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MF1294
 MF1294  HORZ ORDER  -  THIRD
 MF1294
 MF1294.The horizontal coordinates were established by classical geodetic methods
 MF1294.and adjusted by the National Geodetic Survey in October 1999..
 MF1294
 MF1294
 MF1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1294
 MF1294.The geoid height was determined by GEOID03.
 MF1294
 MF1294;                    North         East     Units Scale Factor Converg.
 MF1294;SPC IL E     -   577,422.246   326,778.451   MT  0.99998382   +0 12 55.0
 MF1294;SPC IL E     - 1,894,426.15  1,072,105.63   sFT  0.99998382   +0 12 55.0
 MF1294;UTM  16      - 4,635,544.937   416,115.419   MT  0.99968659   -0 40 28.7
 MF1294
 MF1294                          SUPERSEDED SURVEY CONTROL
 MF1294
 MF1294  NAD 83(1997)-  41 52 02.54649(N)    088 00 38.81303(W) AD(       ) 4
 MF1294  NAD 83(1986)-  41 52 02.55059(N)    088 00 38.82410(W) AD(       ) 4
 MF1294  NAD 27      -  41 52 02.43832(N)    088 00 38.58696(W) AD(       ) 3
 MF1294
 MF1294.Superseded values are not recommended for survey control.
 MF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1294.See file dsdata.txt to determine how the superseded data were derived.
 MF1294
 MF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1611535545(NAD 83)
 MF1294_MARKER: 53 = ELEVATED TANK
 MF1294
 MF1294  HISTORY     - Date     Condition        Report By
 MF1294  HISTORY     - 1956     FIRST OBSERVED   CGS
 MF1294
 MF1294                          STATION DESCRIPTION
 MF1294
 MF1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 MF1294'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 MF1294'TANK LOCATED ON STEWART AVENUE JUST SOUTH OF WILSON STREET
 MF1294'IN THE SOUTH EDGE OF LOMBARD.  IT IS A STEEL TANK SUPPORTED
 MF1294'BY A SIX-LEGGED STEEL STRUCTURE AND IS PAINTED SILVER WITH
 MF1294'THE NAME LOMBARD PAINTED ON THE SOUTH SIDE IN BLACK LETTERS.
 MF1294'THE HEIGHT IS ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0500 ***********************************************************************
 JB0500  DESIGNATION -  LONG
 JB0500  PID         -  JB0500
 JB0500  STATE/COUNTY-  IL/WAYNE
 JB0500  USGS QUAD   -  BLUFORD (1973)
 JB0500
 JB0500                         *CURRENT SURVEY CONTROL
 JB0500  ___________________________________________________________________
 JB0500* NAD 83(1997)-  38 16 15.64253(N)    088 40 34.94351(W)     ADJUSTED  
 JB0500* NAVD 88     -       136.808  (meters)     448.84   (feet)  ADJUSTED  
 JB0500  ___________________________________________________________________
 JB0500  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 JB0500  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 JB0500  DYNAMIC HT  -         136.720 (meters)     448.56  (feet)  COMP
 JB0500  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JB0500
 JB0500  HORZ ORDER  -  SECOND
 JB0500  VERT ORDER  -  SECOND    CLASS 0
 JB0500
 JB0500.The horizontal coordinates were established by classical geodetic methods
 JB0500.and adjusted by the National Geodetic Survey in October 1999..
 JB0500
 JB0500.The orthometric height was determined by differential leveling
 JB0500.and adjusted by the National Geodetic Survey in June 1991..
 JB0500
 JB0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0500
 JB0500.The geoid height was determined by GEOID03.
 JB0500
 JB0500.The dynamic height is computed by dividing the NAVD 88
 JB0500.geopotential number by the normal gravity value computed on the
 JB0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0500.degrees latitude (g = 980.6199 gals.).
 JB0500
 JB0500.The modeled gravity was interpolated from observed gravity values.
 JB0500
 JB0500;                    North         East     Units Scale Factor Converg.
 JB0500;SPC IL E     -   178,111.811   269,981.893   MT  0.99998609   -0 12 44.9
 JB0500;SPC IL E     -   584,355.17    885,765.59   sFT  0.99998609   -0 12 44.9
 JB0500;UTM  16      - 4,237,213.983   353,357.286   MT  0.99986484   -1 02 18.6
 JB0500
 JB0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0500!SPC IL E     -   0.99998329  x   0.99998609  =   0.99996938
 JB0500!UTM  16      -   0.99998329  x   0.99986484  =   0.99984813
 JB0500
 JB0500|---------------------------------------------------------------------|
 JB0500| PID    Reference Object                     Distance      Geod. Az  |
 JB0500|                                                           dddmmss.s |
 JB0500| JB0501 LONG RM 1                            23.857 METERS 08147     |
 JB0500| JB0502 LONG AZ MK                                         0884445.5 |
 JB0500| JB1729 ADEN LOOKOUT TOWER                  APPROX.14.1 KM 1034012.0 |
 JB0500| JB0499 LONG RM 2                            25.438 METERS 18341     |
 JB0500| JB0503 LONG RM 3                            24.919 METERS 24850     |
 JB0500| JB1723 BLUFORD ILL RAILWAY CO STACK        APPROX. 6.9 KM 3182317.2 |
 JB0500|---------------------------------------------------------------------|
 JB0500
 JB0500                          SUPERSEDED SURVEY CONTROL
 JB0500
 JB0500  NAD 83(1997)-  38 16 15.65407(N)    088 40 34.94323(W) AD(       ) 2
 JB0500  NAD 83(1986)-  38 16 15.65648(N)    088 40 34.94307(W) AD(       ) 2
 JB0500  NAD 27      -  38 16 15.48150(N)    088 40 34.73745(W) AD(       ) 2
 JB0500  NGVD 29 (??/??/92)  136.929  (m)          449.24   (f) ADJ UNCH    2 0
 JB0500
 JB0500.Superseded values are not recommended for survey control.
 JB0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0500.See file dsdata.txt to determine how the superseded data were derived.
 JB0500
 JB0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH5335737214(NAD 83)
 JB0500_MARKER: DE = TRAVERSE STATION DISK
 JB0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0500_STAMPING: LONG 1961
 JB0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0500+STABILITY: SURFACE MOTION
 JB0500
 JB0500  HISTORY     - Date     Condition        Report By
 JB0500  HISTORY     - 1961     MONUMENTED       CGS
 JB0500  HISTORY     - 1961     GOOD             CGS
 JB0500  HISTORY     - 1961     GOOD             CGS
 JB0500  HISTORY     - 1973     GOOD             NGS
 JB0500  HISTORY     - 1973     GOOD             NGS
 JB0500
 JB0500                          STATION DESCRIPTION
 JB0500
 JB0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0500'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH OF DAHLGREN, ABOUT 1.5
 JB0500'MILES EAST OF THE
 JB0500'JEFFERSON-WAYNE COUNTY LINE, ABOUT 1.0 MILE NORTH OF THE
 JB0500'HAMILTON-WAYNE COUNTY
 JB0500'LINE, ABOUT 0.1 MILE WEST OF THE LONG PRAIRIE
 JB0500'SCHOOL HOUSE AND ON LAND OWNED BY MR CHARLES JENKINS.
 JB0500'
 JB0500'TO REACH THE STATION FROM THE DEPOT IN DAHLGREN, GO NORTH CROSSING
 JB0500'THE RAILROAD TRACKS AND
 JB0500'FOLLOW THE MAIN ROAD NORTH FOR 1.0 MILE TO A T ROAD, TURN
 JB0500'LEFT WEST, THEN RIGHT AND GO
 JB0500'NORTH FOR 4.55 MILES TO THE STATION ON LEFT.
 JB0500'
 JB0500'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST FOR 0.35
 JB0500'MILE TO THE AZIMUTH MARK ON LEFT.
 JB0500'
 JB0500'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED LONG 1961, IS SET IN
 JB0500'THE TOP OF A 12 INCH
 JB0500'SQUARE CONCRETE POST WHICH IS SET ABOUT 2 INCHES BELOW
 JB0500'THE SURFACE OF THE GROUND.  THE
 JB0500'MARK IS 79.6 FEET EAST OF THE WITNESS
 JB0500'POST, 47 FEET NORTH OF THE CENTER OF ROAD AND 12
 JB0500'FEET SOUTH OF THE FENCE.
 JB0500'
 JB0500'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED LONG NO 1 1961,
 JB0500'IS SET IN THE TOP OF A 12
 JB0500'INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3
 JB0500'INCHES ABOVE THE SURFACE OF THE
 JB0500'GROUND.  THE MARK IS 34 FEET NORTH OF
 JB0500'THE CENTER OF ROAD, 1.3 FEET WEST OF THE WITNESS
 JB0500'POST AND 1 FOOT
 JB0500'SOUTH OF THE FENCE.
 JB0500'
 JB0500'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED LONG NO 2 1961,
 JB0500'IS SET IN THE TOP OF A 12
 JB0500'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 JB0500'THE SURFACE OF THE GROUND.  THE MARK
 JB0500'IS 127 FEET SOUTHWEST OF THE
 JB0500'WITNESS POST, 32 FEET SOUTH OF THE CENTER OF ROAD AND 1
 JB0500'FOOT NORTH OF THE FENCE.
 JB0500'
 JB0500'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED LONG 1961, IS SET IN
 JB0500'THE TOP OF A 12 INCH
 JB0500'SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 JB0500'OF THE GROUND.  THE MARK IS 33
 JB0500'FEET NORTH OF THE CENTER OF ROAD, 8
 JB0500'FEET EAST OF THE CENTER OF FARM DRIVEWAY, 2.5
 JB0500'FEET SOUTH OF A POWER
 JB0500'POLE AND 2.5 FEET WEST-SOUTHWEST OF THE WITNESS POST.
 JB0500'
 JB0500'HEIGHT OF LIGHT ABOVE STATION MARK 30.39 METERS.
 JB0500
 JB0500                          STATION RECOVERY (1961)
 JB0500
 JB0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB0500'THE STATION, AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JB0500'DISTANCE AND DIRECTION TO
 JB0500'THE AZIMUTH MARK CHECKED.  THE DIRECTION TO REFERENCE
 JB0500'MARKS 1 AND 2 CHECKED.  THE
 JB0500'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 JB0500'BE 0.02 OF A FOOT LONGER, AND THE DISTANCE TO
 JB0500'REFERENCE MARK 2 WAS
 JB0500'FOUND TO BE 0.04 OF A FOOT SHORTER.  THE PREVIOUS DESCRIPTIONS
 JB0500'ARE ADEQUATE.
 JB0500'
 JB0500'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB0500
 JB0500                          STATION RECOVERY (1961)
 JB0500
 JB0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB0500'5.3 MI N FROM DAHLGREN.
 JB0500'ABOUT 5.3 MILES NORTH AND NORTHEAST ALONG AN OILED AND GRAVELED
 JB0500'ROAD, FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 JB0500'DAHLGREN, ON THE OUTSIDE AND NEAR THE EAST END OF A CURVE WITH
 JB0500'TANGENTS TO THE SOUTH AND EAST, ABOUT 0.10 MILE WEST OF THE
 JB0500'JUNCTION OF A NORTH-SOUTH CROSSROAD, 48 FEET NORTH OF THE CENTER
 JB0500'OF THE ROAD, 12 FEET SOUTH OF A FENCE, 77 FEET WEST OF A DOUBLE
 JB0500'BRACED FENCE POST, 79.5 FEET WEST OF A METAL WITNESS POST, ABOUT
 JB0500'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JB0500'CONCRETE POST FLUSH WITH THE GROUND.
 JB0500
 JB0500                          STATION RECOVERY (1973)
 JB0500
 JB0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JB0500'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN
 JB0500'GOOD CONDITION
 JB0500'AFTER A LONG SEARCH, REFERENCE MARK 2 WAS NOT FOUND
 JB0500'AND ASSUMED TO HAVE BEEN
 JB0500'DESTROYED BY GRADING.  REFERENCE MARK 3 WAS
 JB0500'SET.  THE DISTANCE AND DIRECTION TO
 JB0500'REFERENCE MARK 1 CHECKED.  A NEW DESCRIPTION FOLLOWS-
 JB0500'
 JB0500'THE STATION IS LOCATED ABOUT 0.15 MILE NORTHEAST OF INTERSTATE
 JB0500'HIGHWAY 64, ON ROAD
 JB0500'RIGHT-OF-WAY, 44 FEET NORTH OF THE CENTERLINE OF OILED
 JB0500'ROAD, 106 FEET SOUTHWEST OF A
 JB0500'CONCRETE RIGHT-OF-WAY POST AND 1 FOOT
 JB0500'SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 JB0500'IS FLUSH AND THE
 JB0500'DISK IS STAMPED LONG 1961.
 JB0500'
 JB0500'TO REACH THE STATION FROM THE RAILROAD DEPOT AT DAHLGREEN, GO NORTH
 JB0500'CROSSING RAILROAD
 JB0500'TRACKS ON OILED ROAD FOR 1.0 MILE TO A T-ROAD.
 JB0500'TURN LEFT AND GO WEST AND NORTH ON
 JB0500'MAIN OILED ROAD FOR 4.55 MILES TO
 JB0500'THE STATION ON THE LEFT.  CONTINUE EAST ON THE OILED
 JB0500'ROAD FOR 0.35
 JB0500'MILE TO THE AZIUMTH MARK ON THE LEFT.
 JB0500'
 JB0500'REFERENCE MARK 1 IS 1 FOOT EAST OF A METAL WITNESS POST, 34 FEET
 JB0500'NORTH OF THE
 JB0500'CENTERLINE OF THE ROAD AND 40 FEET SOUTHWEST OF THE
 JB0500'RIGHT-OF-WAY POST.  THE
 JB0500'MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 JB0500'STAMPED LONG NO 1 1961.
 JB0500'
 JB0500'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LONG 1961 NO 3 1973, SET
 JB0500'IN A DRILL HOLE IN
 JB0500'THE SOUTHEAST END OF A CONCRETE SPLASH DITCH, 1
 JB0500'FOOT NORTHWEST OF A METAL WITNESS
 JB0500'POST AND 41 FEET NORTH OF THE
 JB0500'CENTERLINE OF THE ROAD.
 JB0500'
 JB0500'THE AZIMUTH MARK IS 8 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE
 JB0500'33 FEET NORTH OF
 JB0500'THE CENTERLINE OF OILED ROAD, 3 FEET SOUTH OF A
 JB0500'POWER POLE, 2 FEET WEST OF A METAL
 JB0500'WITNESS POST AND 1 FOOT EAST OF A
 JB0500'CONCRETE RIGHT-OF-WAY POST.  THE MONUMENT IS FLUSH
 JB0500'AND THE DISK IS STAMPED LONG 1961.
 JB0500'
 JB0500'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JB0500
 JB0500                          STATION RECOVERY (1973)
 JB0500
 JB0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0321 ***********************************************************************
 KB0321  DESIGNATION -  LONG
 KB0321  PID         -  KB0321
 KB0321  STATE/COUNTY-  IL/CUMBERLAND
 KB0321  USGS QUAD   -  NEOGA (1984)
 KB0321
 KB0321                         *CURRENT SURVEY CONTROL
 KB0321  ___________________________________________________________________
 KB0321* NAD 83(1997)-  39 18 33.62754(N)    088 26 02.68606(W)     ADJUSTED  
 KB0321* NAVD 88     -       201.104  (meters)     659.79   (feet)  ADJUSTED  
 KB0321  ___________________________________________________________________
 KB0321  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 KB0321  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0321  DYNAMIC HT  -         200.985 (meters)     659.40  (feet)  COMP
 KB0321  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 KB0321
 KB0321  HORZ ORDER  -  SECOND
 KB0321  VERT ORDER  -  SECOND    CLASS 0
 KB0321
 KB0321.The horizontal coordinates were established by classical geodetic methods
 KB0321.and adjusted by the National Geodetic Survey in October 1999..
 KB0321
 KB0321.The orthometric height was determined by differential leveling
 KB0321.and adjusted by the National Geodetic Survey in June 1991..
 KB0321
 KB0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB0321
 KB0321.The geoid height was determined by GEOID03.
 KB0321
 KB0321.The dynamic height is computed by dividing the NAVD 88
 KB0321.geopotential number by the normal gravity value computed on the
 KB0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0321.degrees latitude (g = 980.6199 gals.).
 KB0321
 KB0321.The modeled gravity was interpolated from observed gravity values.
 KB0321
 KB0321;                    North         East     Units Scale Factor Converg.
 KB0321;SPC IL E     -   293,324.575   291,311.070   MT  0.99997593   -0 03 49.8
 KB0321;SPC IL E     -   962,349.04    955,743.07   sFT  0.99997593   -0 03 49.8
 KB0321;UTM  16      - 4,352,085.744   376,360.498   MT  0.99978822   -0 54 31.0
 KB0321
 KB0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB0321!SPC IL E     -   0.99997349  x   0.99997593  =   0.99994942
 KB0321!UTM  16      -   0.99997349  x   0.99978822  =   0.99976171
 KB0321
 KB0321|---------------------------------------------------------------------|
 KB0321| PID    Reference Object                     Distance      Geod. Az  |
 KB0321|                                                           dddmmss.s |
 KB0321| KB0322 LONG RM 3                            14.516 METERS 23433     |
 KB0321| KB0320 LONG RM 1                            14.527 METERS 23450     |
 KB0321| KB1212 NEOGA MUNICIPAL TANK                APPROX. 2.0 KM 2994124.2 |
 KB0321| KB0319 LONG RM 2                            16.313 METERS 31307     |
 KB0321| CI7724 LONG AZ MK                                         3364453.4 |
 KB0321|---------------------------------------------------------------------|
 KB0321
 KB0321                          SUPERSEDED SURVEY CONTROL
 KB0321
 KB0321  NAD 83(1997)-  39 18 33.63154(N)    088 26 02.68558(W) AD(       ) 2
 KB0321  NAD 83(1986)-  39 18 33.64076(N)    088 26 02.68230(W) AD(       ) 2
 KB0321  NAD 27      -  39 18 33.50820(N)    088 26 02.51150(W) AD(       ) 2
 KB0321  NGVD 29 (??/??/92)  201.177  (m)          660.03   (f) ADJ UNCH    2 0
 KB0321
 KB0321.Superseded values are not recommended for survey control.
 KB0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0321.See file dsdata.txt to determine how the superseded data were derived.
 KB0321
 KB0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7636052086(NAD 83)
 KB0321_MARKER: DS = TRIANGULATION STATION DISK
 KB0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0321_STAMPING: LONG 1959
 KB0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0321+STABILITY: SURFACE MOTION
 KB0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0321+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 KB0321
 KB0321  HISTORY     - Date     Condition        Report By
 KB0321  HISTORY     - 1959     MONUMENTED       CGS
 KB0321  HISTORY     - 1959     GOOD             CGS
 KB0321  HISTORY     - 1971     MARK NOT FOUND   LOCSUR
 KB0321  HISTORY     - 1972     GOOD             NGS
 KB0321  HISTORY     - 1973     GOOD             NGS
 KB0321  HISTORY     - 1980     GOOD             LOCENG
 KB0321  HISTORY     - 1980     GOOD             NGS
 KB0321  HISTORY     - 1980     GOOD             NGS
 KB0321  HISTORY     - 20050216 GOOD             ILDT
 KB0321
 KB0321                          STATION DESCRIPTION
 KB0321
 KB0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 KB0321'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTHEAST OF NEOGA ON ROAD
 KB0321'RIGHT-OF-WAY PROPERTY.
 KB0321'
 KB0321'TO REACH THE STATION FROM THE POST OFFICE IN NEOGA, GO EASTERLY FOR
 KB0321'0.55 MILE TO A T INTERSECTION, JOG SOUTH FOR 0.1 MILE THEN EAST
 KB0321'ON SURFACED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 KB0321'SOUTH, FOR 0.5 MILE TO DOUBLE TELEPHONE POLES AND THE
 KB0321'STATION ON THE LEFT.
 KB0321'
 KB0321'STATION MARK, A STANDARD DISK STAMPED LONG 1959, IS SET IN A 12 INCH
 KB0321'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KB0321'GROUND. THE MARK IS 32 FEET SOUTH OF THE WEST ONE OF TWO TELEPHONE
 KB0321'POLES, 19 FEET EAST OF THE APPROXIMATE CENTER OF THE
 KB0321'OILED ROAD, 5.8 FEET SOUTHWEST OF A WITNESS POST AND 4.5 FEET WEST OF
 KB0321'A FENCE LINE.
 KB0321'
 KB0321'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED LONG NO 1 1959, IS
 KB0321'SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KB0321'SURFACE OF THE GROUN.  THE MARK IS 49 FEET NORTH OF A POWER POLE AND
 KB0321'A GATE, 45 FEET SOUTH OF A POWER POLE, 20.5 FEET WEST OF THE
 KB0321'APPROXIMATE CENTER OF THE OILED ROAD AND 1 FOOT EAST OF A FENCE LINE.
 KB0321'
 KB0321'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED LONG NO 2 1959, IS
 KB0321'SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 KB0321'INCHES. THE MARK IS 20 FEET WEST OF THE APPROXIMATE CENTER OF THE
 KB0321'OILED ROAD, 19 FEET NORTH OF A POWER POLE AND 1 FOOT EAST OF A
 KB0321'FENCE LINE.
 KB0321'
 KB0321'NOTE- NO AZIMUTH MARK WAS SET FOR THIS STATION. NEOGA, MUNICIPAL
 KB0321'WATER TANK MAY BE USED AS AN AZIMUTH.
 KB0321'
 KB0321'HEIGHT OF LIGHT ABOVE STATION MARK 4.21 METERS.
 KB0321
 KB0321                          STATION RECOVERY (1959)
 KB0321
 KB0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KB0321'1.6 MI SE FROM NEOGA.
 KB0321'ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 KB0321'CENTRAL RAILROAD STATION AT NEOGA, THENCE 1.0 MILE EAST ALONG
 KB0321'EAST FIFTH STREET AND AN ASPHALT ROAD, THENCE 0.5 MILE SOUTH
 KB0321'ALONG AN ASPHALT ROAD, AT A FENCE CORNER EAST OF THE ROAD, 19
 KB0321'FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF A
 KB0321'FENCE, 77 1/2 FEET NORTH OF A FENCE CORNER, 32 FEET SOUTH OF THE
 KB0321'WEST ONE OF A DOUBLE TELEPHONE POLE, 6.1 FEET SOUTHWEST OF A
 KB0321'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 KB0321'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KB0321
 KB0321                          STATION RECOVERY (1971)
 KB0321
 KB0321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (VED)
 KB0321'STATION COULD NOT BE FOUND. R.M. 1 DESTROYED.R.M. 2 COULD NOT BE
 KB0321'FOUND.
 KB0321
 KB0321                          STATION RECOVERY (1972)
 KB0321
 KB0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KB0321'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 KB0321'REFERENCE MARK 1 WAS FOUND DESTROYED BY THE STATION MARK
 KB0321'AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION. REFERENCE MARK 1
 KB0321'WAS FOUND DESTROYED BY GRADING. THE DISTANCE TO
 KB0321'REFERENCE MARK 2 WAS FOUND TO BE IN ERROR BY 0.11 OF A FOOT AND THE
 KB0321'DIRECTION BY 6 MINUTES.  HOWEVER THE ELEVATION BETWEEN THE MARKS
 KB0321'CHECKED GOOD AND REFERENCE MARK 3 ALONG WITH AN AZIMUTH MARK WERE
 KB0321'SET. A NEW DESCRIPTION FOLLOWS -
 KB0321'
 KB0321'THE STATION IS 88 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 KB0321'METAL WITNESS POST, 19 FEET EAST OF THE CENTERLINE OF
 KB0321'PAVED ROAD, 42 FEET SOUTHEAST OF A POWER POLE AND AT THE EAST EDGE OF
 KB0321'A CULTIVATED FIELD. THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 KB0321'IS STAMPED LONG 1959.
 KB0321'
 KB0321'TO REACH THE STATION FROM THE INTERSECTION OF E. FIFTH STREET AND
 KB0321'U.S. HIGHWAY 45 AT NEOGA, GO EAST ON E. FIFTH STREET FOR
 KB0321'0.55 MILE TO A T INTERSECTION. TURN RIGHT AND GO SOUTH ON STREET FOR
 KB0321'0.1 MILE TO A T INTERSECTION. TURN LEFT ON PAVED STREET AND GO
 KB0321'EAST FOR 0.25 MILE TO THE OVERPASS OF INTERSTATE HIGHWAY 57 AND THE
 KB0321'AZIMUTH MARK.  CONTINUE EAST ON THE STREET FOR 0.25 MILE TO
 KB0321'A PAVED ROAD RIGHT. TURN RIGHT AND GO SOUTH ON THE ROAD FOR 0.5 MILE
 KB0321'TO THE STATION ON THE LEFT.
 KB0321'
 KB0321'REFERENCE MARK 2 IS 19 FEET WEST OF THE CENTERLINE OF THE ROAD, 115
 KB0321'FEET NORTH OF THE FENCE CORNER, 19 FEET NORTH OF A POWER POLE,
 KB0321'AND 1 FOOT SOUTH OF A METAL WITNESS POST. THE MONUMENT IS FLUSH AND
 KB0321'THE DISK IS STAMPED LONG NO 2 1959.
 KB0321'
 KB0321'REFERENCE MARK 3 IS 19 FEET WEST OF THE CENTERLINE OF THE ROAD, 51
 KB0321'FEET NORTH OF THE FENCE CORNER, 49 FEET NORTH OF A POWER POLE
 KB0321'AND 49 FEET SOUTH OF A POWER POLE. THE MONUMENT IS FLUSH AND THE DISK
 KB0321'IS STAMPED LONG 1959 NO 3 1972.
 KB0321'
 KB0321'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LONG 1953 1972 SET IN A
 KB0321'DRILL HOLE IN THE TOP AND SOUTHEAST CONCRETE RAIL OF THE
 KB0321'OVERPASS, 15 FEET SOUTH OF THE CENTERLINE OF ROAD AND 1.5 FEET EAST
 KB0321'OF EAST END OF METAL RAILING. THE MARK IS ABOUT 3 FEET ABOVE
 KB0321'THE LEVEL OF THE ROAD.
 KB0321'
 KB0321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 1-1/4 MILES
 KB0321'SOUTHEAST OF NEOGA.
 KB0321'
 KB0321'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KB0321
 KB0321                          STATION RECOVERY (1973)
 KB0321
 KB0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0321'RECOVERED IN GOOD CONDITION.
 KB0321
 KB0321                          STATION RECOVERY (1980)
 KB0321
 KB0321'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RGD)
 KB0321'LONG NO. 2 1959 MONUMENT MOVED N. AND BRASS CAP REMOVED.
 KB0321'
 KB0321'LONG N. 3 1972 OK WITNESS POST GONE.
 KB0321'
 KB0321'LONG 1959 OK WITNESS POST GONE.
 KB0321'
 KB0321'FENCE POST AND FENCE CORNERS HAVE BEEN DESTROYED.  LONG NO. 2 1959
 KB0321'NO LONGER COULD BE USED.
 KB0321'
 KB0321'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES SE. OF
 KB0321'NEOGA.
 KB0321
 KB0321                          STATION RECOVERY (1980)
 KB0321
 KB0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KB0321'STATION MARK, RM 3 AND THE 1972 AZIMUTH MARK FOUND IN GOOD
 KB0321'CONDITION.  RM 2 FOUND WITH THE DISK BROKEN OFF.  THE DISTANCE AND
 KB0321'DIRECTION TO RM 3 CHECKED.  RM 4 WAS ESTABLISHED.
 KB0321'
 KB0321'STATION IS LOCATED ABOUT 1.25 MILES SE OF NEOGA, ABOUT 0.3 MILE E
 KB0321'OF INTERSTATE HIGHWAY 57, AT THE W EDGE OF A CULTIVATED FIELD AND ON
 KB0321'ROAD RIGHT OF WAY.
 KB0321'
 KB0321'TO REACH STATION FROM FOUR WAY STOP SIGNS AT NEOGA AT THE
 KB0321'INTERSECTION OF US HIGHWAY 45 AND SIXTH STREET.  GO E ON SIXTH STREET
 KB0321'FOR 0.55 MILE TO A T INTERSECTION.  TURN RIGHT AND GO S ON WILSON
 KB0321'STREET FOR 0.1 MILE TO ANOTHER T INTERSECTION.  TURN LEFT, GO E FOR
 KB0321'0.25 MILE TO THE OVERPASS OF INTERSTATE HIGHWAY 57 AND THE AZIMUTH
 KB0321'MARK AT THE SE CORNER OF OVERPASS.  CONTINUE E FOR 0.25 MILE TO AN
 KB0321'OILED ROAD RIGHT.  TURN RIGHT, GO S FOR 0.5 MILE TO STATION ON
 KB0321'LEFT, EAST SIDE OF ROAD.
 KB0321'
 KB0321'STATION MARKS ARE STANDARD DISKS, STAMPED---LONG 1959---.  IT IS
 KB0321'86.9 FT NE OF POWER LINE POLE NUMBER Y4 9, 79.4 FT N OF A POWER LINE
 KB0321'BRACE POLE, 43 FT SE OF A POWER LINE POLE, 19 FT E OF CENTER LINE
 KB0321'OF ROAD AND 1 FOOT N OF A METAL WITNESS POST.  THE MARK IS FLUSH.
 KB0321'
 KB0321'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---LONG 1959 NO 3
 KB0321'1972---.  IT IS 49 FT N OF POLE NUMBER Y 4 9, 45 FT S OF POWER LINE
 KB0321'POLE, 19 FT W OF CENTER LINE OF ROAD AND 1 FT N OF A METAL WITNESS
 KB0321'POST.  THE MARK IS UNDERGROUND 3 INCHES.
 KB0321'
 KB0321'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---LONG 1959 NO 4
 KB0321'1980---.  IT IS 19 FT W OF CENTER LINE OF ROAD, 7 FT N OF POWER LINE
 KB0321'POLE AND 1 FT S OF A METAL WITNESS POST.  THE MARK IS FLUSH.
 KB0321'
 KB0321'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---LONG 1959 1972---.  IT
 KB0321'IS CEMENTED IN A DRILL HOLE IN THE TOP OF AND THE SE CONCRETE RAILING
 KB0321'OF OVERPASS OF INTERSTATE HIGHWAY 57.  15 FT S OF CENTER LINE OF ROAD
 KB0321'AND 1.5 FT E OF E END OF METAL RAILING AND ON HIGHEST POINT OF
 KB0321'RAILING.
 KB0321
 KB0321                          STATION RECOVERY (1980)
 KB0321
 KB0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KB0321'RECOVERED IN GOOD CONDITION.
 KB0321
 KB0321                          STATION RECOVERY (2005)
 KB0321
 KB0321'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0605 ***********************************************************************
 KC0605  DESIGNATION -  LONG
 KC0605  PID         -  KC0605
 KC0605  STATE/COUNTY-  IL/PIKE
 KC0605  USGS QUAD   -  PLEASANT HILL EAST (1978)
 KC0605
 KC0605                         *CURRENT SURVEY CONTROL
 KC0605  ___________________________________________________________________
 KC0605* NAD 83(1997)-  39 27 59.85154(N)    090 51 24.11109(W)     ADJUSTED  
 KC0605* NAVD 88     -       170.     (meters)     558.     (feet)  SCALED    
 KC0605  ___________________________________________________________________
 KC0605  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 KC0605  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KC0605
 KC0605  HORZ ORDER  -  FIRST
 KC0605
 KC0605.The horizontal coordinates were established by classical geodetic methods
 KC0605.and adjusted by the National Geodetic Survey in October 1999..
 KC0605
 KC0605.The orthometric height was scaled from a topographic map.
 KC0605
 KC0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0605
 KC0605.The geoid height was determined by GEOID03.
 KC0605
 KC0605;                    North         East     Units Scale Factor Converg.
 KC0605;SPC IL W     -   310,998.236   640,622.925   MT  0.99998457   -0 26 19.0
 KC0605;SPC IL W     - 1,020,333.38  2,101,777.05   sFT  0.99998457   -0 26 19.0
 KC0605;SPC MO E     -   403,292.796   219,306.566   MT  0.99994493   -0 13 36.2
 KC0605;UTM  15      - 4,370,753.137   684,375.483   MT  1.00001856   +1 21 45.8
 KC0605
 KC0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0605!SPC IL W     -   0.99997841  x   0.99998457  =   0.99996298
 KC0605!SPC MO E     -   0.99997841  x   0.99994493  =   0.99992334
 KC0605!UTM  15      -   0.99997841  x   1.00001856  =   0.99999697
 KC0605
 KC0605:                Primary Azimuth Mark                     Grid Az
 KC0605:SPC IL W     -  PITTSFIELD TANK                          015 59 09.9
 KC0605:SPC MO E     -  PITTSFIELD TANK                          015 46 27.1
 KC0605:UTM  15      -  PITTSFIELD TANK                          014 11 05.1
 KC0605
 KC0605|---------------------------------------------------------------------|
 KC0605| PID    Reference Object                     Distance      Geod. Az  |
 KC0605|                                                           dddmmss.s |
 KC0605| KC0621 PITTSFIELD TANK                     APPROX.16.4 KM 0153250.9 |
 KC0605| KC0618 PITTSFIELD PIKE CO CTHSE DOME       APPROX.16.2 KM 0154609.4 |
 KC0605| CL9786 LONG RM 1                                          0212430.6 |
 KC0605| CL9787 LONG RM 2                            37.708 METERS 11117     |
 KC0605| CL9788 LONG RM 3                            21.735 METERS 24543     |
 KC0605|---------------------------------------------------------------------|
 KC0605
 KC0605                          SUPERSEDED SURVEY CONTROL
 KC0605
 KC0605  NAD 83(1986)-  39 27 59.85583(N)    090 51 24.10781(W) AD(       ) 1
 KC0605  NAD 27      -  39 27 59.68900(N)    090 51 23.65100(W) AD(       ) 1
 KC0605
 KC0605.Superseded values are not recommended for survey control.
 KC0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0605.See file dsdata.txt to determine how the superseded data were derived.
 KC0605
 KC0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD8437570753(NAD 83)
 KC0605_MARKER: DS = TRIANGULATION STATION DISK
 KC0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0605
 KC0605  HISTORY     - Date     Condition        Report By
 KC0605  HISTORY     - 1931     MONUMENTED       CGS
 KC0605  HISTORY     - 1939     GOOD             CGS
 KC0605
 KC0605                          STATION DESCRIPTION
 KC0605
 KC0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 KC0605'ON HIGHEST POINT OF VERY STEEP HILL WHICH IS THINLY TIMBERED AND
 KC0605'HAS BEEN PARTLY LOGGED OFF, 2 MILES EAST OF NORTH OF PLEASANT
 KC0605'HILL, AND ON LAND OWNED BY JOHN LONG AND OCCUPIED BY J.V. HARPOLE.
 KC0605'TO REACH FROM PLEASANT HILL, TURN NORTH AT DUMMY AND FOLLOW GRAVEL
 KC0605'AND DIRT ROAD NORTH 2.1 MILES TO CROSSROADS JUST SOUTH OF CREEK
 KC0605'FORD, TURN EAST ONTO DIRT ROAD, FOLLOW 0.7 MILE TO HARPOLES
 KC0605'HOUSE (SMALL WHITE HOUSE ON SOUTH SIDE OF ROAD), PASS SOUTH
 KC0605'THROUGH GATE 50 YARDS EAST OF HOUSE INTO CORNER OF PASTURE,
 KC0605'AND CONTINUE IN SOUTHERLY DIRECTION UP STEEP SLOPE 300 YARDS TO
 KC0605'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 KC0605'STATION DISKS IN CONCRETE.  REFERENCE
 KC0605'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 KC0605'NO. 1 IS IN FENCE LINE ON SOUTH SIDE OF ROAD, 9 METERS
 KC0605'(30 FEET) SOUTH OF CENTER LINE OF ROAD, 60 YARDS SOUTHEAST OF
 KC0605'GEORGE GALLAWAYS HOUSE, 40 YARDS SOUTH BY WEST OF CONCRETE HOG
 KC0605'BARN, AND THREE-FOURTHS MILE FROM STATION N 21 DEG 36 MIN E.
 KC0605'NO. 2 IS ON TOP OF RIDGE, ON NORTH EDGE OF
 KC0605'LANE PASSING ALONG RIDGE, AND 37.75 METERS (123.9 FEET) FROM
 KC0605'STATION S 68 DEG 43 MIN E.
 KC0605
 KC0605                          STATION RECOVERY (1939)
 KC0605
 KC0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 KC0605'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 KC0605'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 KC0605'MARKS WERE CHECKED IN THE FIELD AND THE MEASUREMENTS BELOW SHOULD
 KC0605'BE ACCEPTED AS CORRECT.
 KC0605'
 KC0605'THE STATION IS LOCATED ON A HIGH, PARTLY TIMBERED RIDGE,
 KC0605'1-1/2 MILES NORTH AND 0.75 MILE EAST OF PLEASANT HILL, 1/2 MILE
 KC0605'SOUTH OF THE HOME OF J.L. KENNEDY AND AN EAST-AND-WEST GRAVELED
 KC0605'ROAD, AND IN THE SW 1/4 OF THE NW 1/4 OF SECTION 10, T 7 S,
 KC0605'R 4 W.  THE MARK PROJECTS 4 INCHES ABOVE THE
 KC0605'GROUND, AND IS STAMPED LONG 1931.
 KC0605'
 KC0605'TO REACH THE STATION FROM THE CITIZENS STATE BANK IN PLEASANT
 KC0605'HILL, GO NORTH ON THE ROAD ON THE EAST SIDE OF THE BANK FOR
 KC0605'2.1 MILES, THEN TAKE THE RIGHT UP HILL FORK AND GO 0.7 MILE TO A
 KC0605'GATE ON THE SOUTH SIDE OF THE ROAD AND JUST EAST OF A SMALL WHITE
 KC0605'HOUSE, GO THROUGH THE GATE AND FOLLOW A FIELD ROAD, UP HILL,
 KC0605'SOUTH FOR 0.5 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 KC0605'
 KC0605'REFERENCE MARK NO. 1 1931 (AZIMUTH MARK) IS APPROXIMATELY 1/2
 KC0605'MILE NORTH-NORTHEAST OF THE STATION, 23 FEET SOUTH OF THE CENTER
 KC0605'LINE OF AN EAST-AND-WEST ROAD, 1 FOOT SOUTH OF A FENCE LINE,
 KC0605'60 YARDS SOUTHEAST OF A HOUSE, AND 40 YARDS SOUTH-SOUTHWEST OF
 KC0605'A CONCRETE HOG BARN.  THE MARK PROJECTS 6 INCHES
 KC0605'ABOVE THE GROUND AND IS STAMPED LONG NO 1 1931.  TO REACH THE
 KC0605'MARK FROM THE STATION GO NORTH, DOWN HILL FOR 0.5 MILE TO AN
 KC0605'EAST-AND-WEST ROAD, TURN RIGHT (EAST) AND GO 0.2 MILE TO THE
 KC0605'MARK ON THE SOUTH SIDE OF THE ROAD.  REFERENCE MARK NO. 2
 KC0605'1931 IS 37.708 METERS, 123.71 FEET, (HORIZONTAL MEASUREMENT)
 KC0605'EAST-SOUTHEAST OF THE STATION, ON THE TOP OF THE
 KC0605'STATION RIDGE.  THE MARK PROJECTS 4 INCHES ABOVE THE
 KC0605'GROUND AND IS STAMPED LONG NO 2 1931.
 KC0605'
 KC0605'ONE NEW MARK WAS ESTABLISHED- REFERENCE MARK NO. 3 1939 IS
 KC0605'21.735 METERS, 71.30 FEET, SOUTHWEST OF THE STATION.  THE MARK
 KC0605'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 KC0605'LONG NO 3 1939.
 KC0605'
 KC0605'ALL MARKS ARE WITNESSED BY 4 IN X 4 IN WHITE POSTS WHICH PROJECT
 KC0605'2-1/2 FEET ABOVE THE GROUND.
 KC0605'
 KC0605'A 50-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1457 ***********************************************************************
 MF1457  DESIGNATION -  LONG
 MF1457  PID         -  MF1457
 MF1457  STATE/COUNTY-  IL/LA SALLE
 MF1457  USGS QUAD   -  SERENA (1970)
 MF1457
 MF1457                         *CURRENT SURVEY CONTROL
 MF1457  ___________________________________________________________________
 MF1457* NAD 83(1997)-  41 24 18.81833(N)    088 41 26.32100(W)     ADJUSTED  
 MF1457* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 MF1457  ___________________________________________________________________
 MF1457  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 MF1457  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MF1457
 MF1457  HORZ ORDER  -  FIRST
 MF1457
 MF1457.The horizontal coordinates were established by classical geodetic methods
 MF1457.and adjusted by the National Geodetic Survey in October 1999..
 MF1457
 MF1457.The orthometric height was scaled from a topographic map.
 MF1457
 MF1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1457
 MF1457.The geoid height was determined by GEOID03.
 MF1457
 MF1457;                    North         East     Units Scale Factor Converg.
 MF1457;SPC IL E     -   526,105.952   270,123.136   MT  0.99998598   -0 14 10.8
 MF1457;SPC IL E     - 1,726,065.94    886,228.99   sFT  0.99998598   -0 14 10.8
 MF1457;UTM  16      - 4,585,121.850   358,685.975   MT  0.99984576   -1 07 06.0
 MF1457
 MF1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1457!SPC IL E     -   0.99996799  x   0.99998598  =   0.99995397
 MF1457!UTM  16      -   0.99996799  x   0.99984576  =   0.99981376
 MF1457
 MF1457:                Primary Azimuth Mark                     Grid Az
 MF1457:SPC IL E     -  MORRIS PAPER CO STACK                    101 35 19.6
 MF1457:UTM  16      -  MORRIS PAPER CO STACK                    102 28 14.8
 MF1457
 MF1457|---------------------------------------------------------------------|
 MF1457| PID    Reference Object                     Distance      Geod. Az  |
 MF1457|                                                           dddmmss.s |
 MF1457| MF1442 MORRIS PAPER CO STACK               APPROX.24.1 KM 1012108.8 |
 MF1457| MF1441 MORRIS PAPER CO TANK                APPROX.24.1 KM 1013457.9 |
 MF1457| MF1440 MORRIS MUNICIPAL TANK               APPROX.22.8 KM 1031619.8 |
 MF1457| MF1451 SENECA DUPONT WORKS WATER TANK      APPROX.15.3 KM 1360105.0 |
 MF1457| MF1454 MARSEILLES ILL BELL TEL CO MST      APPROX. 4.3 KM 1630425.0 |
 MF1457| CI7718 LONG RM 1                                          1864606.8 |
 MF1457| CI7720 LONG RM 3                            16.450 METERS 19043     |
 MF1457| MF1466 GRAND RIDGE AIR BEACON              APPROX.19.5 KM 2085320.0 |
 MF1457| CI7719 LONG RM 2                            48.768 METERS 26952     |
 MF1457| MF1456 LONG RM 4                            35.933 METERS 27051     |
 MF1457|---------------------------------------------------------------------|
 MF1457
 MF1457                          SUPERSEDED SURVEY CONTROL
 MF1457
 MF1457  NAD 83(1986)-  41 24 18.82362(N)    088 41 26.33047(W) AD(       ) 1
 MF1457  NAD 27      -  41 24 18.70800(N)    088 41 26.06400(W) AD(       ) 1
 MF1457
 MF1457.Superseded values are not recommended for survey control.
 MF1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1457.See file dsdata.txt to determine how the superseded data were derived.
 MF1457
 MF1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5868685122(NAD 83)
 MF1457_MARKER: DS = TRIANGULATION STATION DISK
 MF1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1457_MARK LOGO: CGS   
 MF1457_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1457+STABILITY: SURFACE MOTION
 MF1457
 MF1457  HISTORY     - Date     Condition        Report By
 MF1457  HISTORY     - 1930     MONUMENTED       CGS
 MF1457  HISTORY     - 1954     GOOD             CGS
 MF1457  HISTORY     - 1980     GOOD             NGS
 MF1457  HISTORY     - 19800615 SEE DESCRIPTION  NGS
 MF1457  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF1457  HISTORY     - 20021011 GOOD             USPSQD
 MF1457
 MF1457                          STATION DESCRIPTION
 MF1457
 MF1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 MF1457'STATION IS ABOUT 4-1/2 MILES N, AND 1 MILE E OF MARSEILLES, NEAR
 MF1457'THE SW CORNER OF THE NW 1/4 OF SEC. 20, T 34 N, R 5 E, ON LAND
 MF1457'OWNED BY B.J. ANDERSON.  STATION IS IN A SCRUB ORCHARD ABOUT
 MF1457'80 METERS S OF THE HOUSE OF B.J. ANDERSON, 118.5 FEET E OF THE
 MF1457'SECTION-LINE ROAD FENCE, AND 53.5 FEET N OF THE 1/2-SECTION
 MF1457'LINE FENCE.  THE MARK IS 1 FOOT BELOW THE SURFACE.
 MF1457'
 MF1457'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MF1457'DISKS SET IN CONCRETE.
 MF1457'
 MF1457'REFERENCE MARK NO. 1 IS ON FENCE LINE ON W SIDE OF SECTION LINE
 MF1457'ROAD BETWEEN SECTIONS 19 AND 20.  IT IS DUE E OF A FARMHOUSE
 MF1457'WHICH IS ABOUT 1/4 MILE S OF THE NE CORNER OF THE SE 1/4 OF
 MF1457'SECTION 19.  REFERENCE MARK NO. 2 IS ON FENCE LINE ON W SIDE
 MF1457'OF SECTION-LINE ROAD BETWEEN SECTIONS 19 AND 20.  IT IS 17 PACES
 MF1457'N OF THE SE CORNER OF THE NE 1/4 OF SECTION 19.  THERE IS A
 MF1457'FARMHOUSE ABOUT 100 METERS DUE W, AND THE HOUSE OF B.J.
 MF1457'ANDERSON IS ABOUT 50 METERS NE.
 MF1457'
 MF1457'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 MF1457
 MF1457                          STATION RECOVERY (1954)
 MF1457
 MF1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1457'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 MF1457'DISTANCE TO R.M. NO. 2 WAS CHECKED AND FOUND CORRECT.  THE
 MF1457'DIRECTION FROM R.M. NO. 1 (AZIMUTH MARK) TO R.M. NO. 2 CHECKED.
 MF1457'R.M. NOS. 3 AND 4 WERE ESTABLISHED BY THIS PARTY.  THE STATION IS
 MF1457'NOW IN A CULTIVATED FIELD AND A TOWER WAS NOT BUILT OVER IT SINCE
 MF1457'CROPS WOULD HAVE BEEN DAMAGED.  THE ORIGINAL DESCRIPTION IS
 MF1457'ADEQUATE WITH THE FOLLOWING CHANGES--
 MF1457'
 MF1457'STATION IS ON PROPERTY OF MR. WALTER M. ANDERSON, 118 FEET
 MF1457'EAST OF A FENCE AND WHITE WITNESS POST.  TO REACH THE STATION
 MF1457'FROM THE INTERSECTION OF U.S. HIGHWAY 52 AND STATE HIGHWAY
 MF1457'71 ABOUT 4.7 MILES EAST OF SERENA, GO SOUTHWEST ON HIGHWAY 71
 MF1457'FOR 4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 MF1457'ON GRAVEL ROAD FOR 2.5 MILES TO THE STATION ON THE LEFT, EAST
 MF1457'SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH ON GRAVEL ROAD FOR
 MF1457'0.25 MILE TO R.M. NO. 1 ON THE RIGHT, WEST SIDE OF ROAD IN
 MF1457'FENCE LINE.
 MF1457'
 MF1457'DISTANCES AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 MF1457
 MF1457                          STATION RECOVERY (1980)
 MF1457
 MF1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MF1457'THIS MARK WAS NOT SEARCHED FOR AS FIELD WAS IN CROPS AND A GOOD AMOUNT
 MF1457'OF CROP DAMAGE WOULD HAVE OCCURRED HAD THIS STATION BEEN RECOVERED.
 MF1457'
 MF1457'REFERENCE MARK 4 WAS USED TO ESTABLISH LONG 2.
 MF1457'
 MF1457'THE PROPERTY OWNER STATED THAT LONG 1930 SHOULD BE IN PLACE YET.
 MF1457
 MF1457                          STATION RECOVERY (1980)
 MF1457
 MF1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MF1457'THIS MARK WAS NOT SEARCHED FOR AS FIELD WAS IN CROPS AND A GOOD AMOUNT
 MF1457'OF CROP DAMAGE WOULD HAVE OCCURED HAD THIS STATION BEEN RECOVERED. RM
 MF1457'4 WAS USED TO ESTABLISH LONG 2.  THE PROPERTY OWNER STATED THAT LONG
 MF1457'1930 SHOULD BE IN PLACE AT THIS TIME.
 MF1457
 MF1457                          STATION RECOVERY (1997)
 MF1457
 MF1457'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1457'MARK NOT FOUND.
 MF1457
 MF1457                          STATION RECOVERY (2002)
 MF1457
 MF1457'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1457'STATION IS NOW LONG 2. RM 5 WAS ALSO FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1714 ***********************************************************************
 MF1714  DESIGNATION -  LONG
 MF1714  PID         -  MF1714
 MF1714  STATE/COUNTY-  IL/LEE
 MF1714  USGS QUAD   -  POLO (1983)
 MF1714
 MF1714                         *CURRENT SURVEY CONTROL
 MF1714  ___________________________________________________________________
 MF1714* NAD 83(1997)-  41 53 37.65833(N)    089 36 08.35588(W)     ADJUSTED  
 MF1714* NAVD 88     -       260.6    (meters)     855.     (feet)  GPS OBS   
 MF1714  ___________________________________________________________________
 MF1714  X           -      33,003.643 (meters)                     COMP
 MF1714  Y           -  -4,754,939.211 (meters)                     COMP
 MF1714  Z           -   4,236,982.020 (meters)                     COMP
 MF1714  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MF1714  ELLIP HEIGHT-         227.68  (meters)          (12/06/04) GPS OBS
 MF1714  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MF1714
 MF1714  HORZ ORDER  -  FIRST
 MF1714  ELLP ORDER  -  FOURTH    CLASS I
 MF1714
 MF1714.The horizontal coordinates were established by GPS observations
 MF1714.and adjusted by the National Geodetic Survey in September 1998..
 MF1714
 MF1714.The orthometric height was determined by GPS observations and a
 MF1714.high-resolution geoid model.
 MF1714
 MF1714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1714
 MF1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1714
 MF1714.The ellipsoidal height was determined by GPS observations
 MF1714.and is referenced to NAD 83.
 MF1714
 MF1714.The geoid height was determined by GEOID03.
 MF1714
 MF1714;                    North         East     Units Scale Factor Converg.
 MF1714;SPC IL W     -   580,440.745   746,831.458   MT  0.99996815   +0 22 36.7
 MF1714;SPC IL W     - 1,904,329.34  2,450,229.54   sFT  0.99996815   +0 22 36.7
 MF1714;UTM  16      - 4,641,259.337   284,115.795   MT  1.00017353   -1 44 18.1
 MF1714
 MF1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1714!SPC IL W     -   0.99996429  x   0.99996815  =   0.99993244
 MF1714!UTM  16      -   0.99996429  x   1.00017353  =   1.00013781
 MF1714
 MF1714|---------------------------------------------------------------------|
 MF1714| PID    Reference Object                     Distance      Geod. Az  |
 MF1714|                                                           dddmmss.s |
 MF1714| CI7722 LONG RM 1                            25.673 METERS 04003     |
 MF1714| CI7723 LONG RM 2                            25.436 METERS 09243     |
 MF1714| CI7721 LONG AZ MK                                         1983918.1 |
 MF1714|---------------------------------------------------------------------|
 MF1714
 MF1714                          SUPERSEDED SURVEY CONTROL
 MF1714
 MF1714  ELLIP H (09/15/98)  227.74   (m)                       GP(       ) 3 1
 MF1714  NAD 83(1986)-  41 53 37.66257(N)    089 36 08.35697(W) AD(       ) 1
 MF1714  NAD 27      -  41 53 37.54900(N)    089 36 07.96500(W) AD(       ) 1
 MF1714
 MF1714.Superseded values are not recommended for survey control.
 MF1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1714.See file dsdata.txt to determine how the superseded data were derived.
 MF1714
 MF1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM8411641259(NAD 83)
 MF1714_MARKER: DS = TRIANGULATION STATION DISK
 MF1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1714_PROJECTION: FLUSH
 MF1714_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MF1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1714+STABILITY: SURFACE MOTION
 MF1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1714+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2003
 MF1714
 MF1714  HISTORY     - Date     Condition        Report By
 MF1714  HISTORY     - 1935     MONUMENTED       CGS
 MF1714  HISTORY     - 19950811 GOOD             USPSQD
 MF1714  HISTORY     - 19960809 GOOD             SECI
 MF1714  HISTORY     - 20020116 GOOD             NGS
 MF1714  HISTORY     - 20030619 GOOD             USPSQD
 MF1714
 MF1714                          STATION DESCRIPTION
 MF1714
 MF1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 MF1714'STATION IS ABOUT 8-1/2 MILES NNE OF STERLING, ABOUT 7 MILES
 MF1714'NW OF DIXON, NEAR THE CENTER OF SEC. 17 T 22 N R 8 E, ON
 MF1714'FARM OWNED BY J.J. LONG OF PRAIRIEVILLE, AND OCCUPIED BY
 MF1714'WARD D. SHANK, ON HIGHEST POINT AND ON APPROXIMATE CENTER
 MF1714'OF A PROMINENT, UNCULTIVATED, GRASS-COVERED, EAST-WEST (ABOUT
 MF1714'100 YARDS IN LENGTH) MOUND, ABOUT 0.4 MILE NORTH OF MR. SHANKS
 MF1714'HOUSE, ABOUT 0.45 MILE NNE OF THE MOUND SCHOOL NO. 1, ABOUT
 MF1714'0.15 MILE EAST OF THE NORTH-SOUTH GRAVEL ROAD, ABOUT 250
 MF1714'FEET SOUTH OF THE WIRE FENCE THAT ENCLOSES THE FIELD ON THE
 MF1714'NORTH.  THE MARK PROJECTS 6 INCHES.
 MF1714'
 MF1714'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE TABLETS
 MF1714'SET IN CONCRETE.
 MF1714'
 MF1714'USGS TT 102 E (1929)-AZ. MK. IS SSW OF STATION, ON GROUNDS
 MF1714'OF THE MOUND SCHOOL NO. 1, 35 FEET NNW OF NE CORNER OF
 MF1714'THE SCHOOLHOUSE, 40 FEET SOUTH OF CENTER-LINE OF THE EAST-WEST
 MF1714'GRAVEL SECTION-LINE ROAD, ABOUT 90 FEET EAST OF CENTER-LINE
 MF1714'OF THE NORTH-SOUTH GRAVEL SECTION-LINE ROAD, 2 FEET SE OF
 MF1714'NORTH END OF THE CONCRETE WALK.  THE MARK IS A STANDARD USGS
 MF1714'BRONZE TABLET SET IN A 6 IN X 6 IN CONCRETE POST.  IT IS
 MF1714'FLUSH WITH THE SURFACE.
 MF1714'
 MF1714'R.M. NO. 1 IS NE OF STATION, ON NORTH SLOPE OF THE MOUND,
 MF1714'ABOUT 25 FEET SOUTH OF NORTH FOOT OF THE MOUND.  IT IS ABOUT
 MF1714'12 FEET LOWER THAN STATION, AND IT PROJECTS ABOUT 6 INCHES
 MF1714'ABOVE THE SURFACE.
 MF1714'
 MF1714'R.M. NO. 2 IS EAST OF STATION, ON EAST SLOPE OF THE MOUND,
 MF1714'26 FEET WEST OF WEST EDGE OF A SMALL BORROW-PIT, ABOUT 75
 MF1714'FEET WEST OF EAST FOOT OF THE MOUND, 74.43 FEET SSE OF R.M.
 MF1714'NO. 1.  IT IS ABOUT 6 FEET LOWER THAN STATION, AND IT PROJECTS
 MF1714'ABOUT 7 INCHES ABOVE THE SURFACE.
 MF1714'
 MF1714'TO REACH FROM THE JUNCTION OF ILLINOIS HIGHWAY NO. 88 AND
 MF1714'U.S. HIGHWAY NO. 30 IN STERLING, GO EAST ON U.S. NO. 30,
 MF1714'5.6 MILES TO THE PRAIRIEVILLE GARAGE IN PRAIRIEVILLE.  THENCE
 MF1714'NORTH ON GRAVEL ROAD 3.3 MILES TO THE MOUND SCHOOL NO. 1.
 MF1714'CONTINUE NORTH ON GRAVEL ROAD 0.5 MILE TO GATE ON EAST SIDE
 MF1714'OF ROAD.  THENCE EAST THRU GATE AND GO ESE ACROSS CULTIVATED
 MF1714'FIELD ABOUT 0.15 MILE TO HIGHEST POINT OF MOUND AND STATION.
 MF1714'
 MF1714'A 100-FOOT SIGNAL AT HINRICHS IS VISIBLE FROM THE GROUND.
 MF1714'
 MF1714'A 100-FOOT SIGNAL AT BYERS COMES INTO VIEW AT 10 FEET.
 MF1714'
 MF1714'A 100-FOOT SIGNAL AT JECKLIN COMES INTO VIEW AT 10 FEET.
 MF1714'
 MF1714'AN 87-FOOT SIGNAL AT DIXON IS VISIBLE FROM THE GROUND.
 MF1714'
 MF1714'A 100-FOOT SIGNAL AT HOLLENBECK COMES INTO VIEW AT 10 FEET.
 MF1714'
 MF1714'AN 87-FOOT SIGNAL AT STERLING IS VISIBLE FROM THE GROUND.
 MF1714'
 MF1714'A 100-FOOT SIGNAL AT ROCKI IS VISIBLE FROM THE GROUND.
 MF1714'
 MF1714'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 MF1714
 MF1714                          STATION RECOVERY (1995)
 MF1714
 MF1714'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1714'RECOVERED IN GOOD CONDITION.
 MF1714
 MF1714                          STATION RECOVERY (1996)
 MF1714
 MF1714'RECOVERY NOTE BY SMITH ENG CONS INC 1996 (MGR)
 MF1714'RECOVERED AS DESCRIBED.  TO EACH FROM THE JUNCTION OF ILLNOIS ROUTE 2
 MF1714'AND ILLINOIS ROUTE 40 (FORMERLY ILLINOIS ROUTE 88) , PROCEED NORTHEAST
 MF1714'ON ILLINOIS ROUTE 2 FOR APPROXIMENTLY 5.1 MI (8.2 KM) TO THE JUNCTION
 MF1714'OF ILLINOIS ROUTE 2 AND MOUND HILL ROAD, TURN LEFT (NORTH) ON MOUND
 MF1714'HILL ROAD AND PROCEED FOR APPROXIMENTLY 5.2 MI (8.4 KM) TO THE STATION
 MF1714'ON THE RIGHT (EAST) SIDE OF MOUND HILL ROAD. THE STATION IS LOCATED
 MF1714'APPROXIMENTLY 800 FT (243.8 M) EAST OF THE CENTERLINE OF MOUND HILL
 MF1714'ROAD, APPROXIMENTLY 0.2 MI (0.3 KM) SOUTH OF THE CENTERLINE OF PILGRAM
 MF1714'ROAD, AND 250 FT (76.2 M) SOUTH OF A EAST-WEST FENCE LINE.
 MF1714
 MF1714                          STATION RECOVERY (2002)
 MF1714
 MF1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF1714'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1714
 MF1714                          STATION RECOVERY (2003)
 MF1714
 MF1714'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF1714'USGS TT 102 E (1929)-AZ. MK. WAS FOUND IN GOOD CONDITION. RM 1 AND RM
 MF1714'2 WERE NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4349 ***********************************************************************
 DF4349  DESIGNATION -  LONG 2
 DF4349  PID         -  DF4349
 DF4349  STATE/COUNTY-  IL/LA SALLE
 DF4349  USGS QUAD   -  SERENA (1970)
 DF4349
 DF4349                         *CURRENT SURVEY CONTROL
 DF4349  ___________________________________________________________________
 DF4349* NAD 83(1997)-  41 24 18.33327(N)    088 41 27.67718(W)     ADJUSTED  
 DF4349* NAVD 88     -       236.9    (meters)     777.     (feet)  GPS OBS   
 DF4349  ___________________________________________________________________
 DF4349  X           -     109,448.086 (meters)                     COMP
 DF4349  Y           -  -4,789,858.705 (meters)                     COMP
 DF4349  Z           -   4,196,406.889 (meters)                     COMP
 DF4349  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DF4349  ELLIP HEIGHT-         203.98  (meters)          (02/03/05) GPS OBS
 DF4349  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 DF4349
 DF4349  HORZ ORDER  -  FIRST
 DF4349  ELLP ORDER  -  FOURTH    CLASS II
 DF4349
 DF4349.The horizontal coordinates were established by GPS observations
 DF4349.and adjusted by the AMERICAN SURVEYING in March 2003..
 DF4349
 DF4349.The orthometric height was determined by GPS observations and a
 DF4349.high-resolution geoid model.
 DF4349
 DF4349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4349
 DF4349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4349
 DF4349.The ellipsoidal height was determined by GPS observations
 DF4349.and is referenced to NAD 83.
 DF4349
 DF4349.The geoid height was determined by GEOID03.
 DF4349
 DF4349;                    North         East     Units Scale Factor Converg.
 DF4349;SPC IL E     -   526,091.118   270,091.575   MT  0.99998600   -0 14 11.6
 DF4349;SPC IL E     - 1,726,017.28    886,125.44   sFT  0.99998600   -0 14 11.6
 DF4349;UTM  16      - 4,585,107.506   358,654.194   MT  0.99984587   -1 07 06.9
 DF4349
 DF4349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4349!SPC IL E     -   0.99996801  x   0.99998600  =   0.99995401
 DF4349!UTM  16      -   0.99996801  x   0.99984587  =   0.99981388
 DF4349
 DF4349                          SUPERSEDED SURVEY CONTROL
 DF4349
 DF4349  ELLIP H (03/04/03)  204.00   (m)                       GP(       ) 4 2
 DF4349
 DF4349.Superseded values are not recommended for survey control.
 DF4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4349.See file dsdata.txt to determine how the superseded data were derived.
 DF4349
 DF4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5865485108(NAD 83)
 DF4349_MARKER: DH = HORIZONTAL CONTROL DISK
 DF4349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4349_STAMPING: LONG 2 1980
 DF4349_MARK LOGO: NGS   
 DF4349_PROJECTION: FLUSH
 DF4349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4349+STABILITY: SURFACE MOTION
 DF4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4349+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4349
 DF4349  HISTORY     - Date     Condition        Report By
 DF4349  HISTORY     - 1980     MONUMENTED       NGS
 DF4349  HISTORY     - 2001     GOOD             ASCPC
 DF4349
 DF4349                          STATION DESCRIPTION
 DF4349
 DF4349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DF4349'STATION IS LOCATED ABOUT 6 MILES (9.7 KM) S OF SERENA, 5 MILES (8.0
 DF4349'KM) SW OF NORWAY AND ON PROPERTY OF A MRS W ANDERSON ON THE MOST
 DF4349'EXTREME SW PART OF AN FIELD IN CULTIVATION.  TO REACH THE STATION FROM
 DF4349'THE INTERSECTION OF US HWY 52 AND STATE HWY 71 ABOUT 1 MILE (1.6 KM)
 DF4349'NE OF NORWAY, GO SW ON STATE HWY 71 FOR 4.0 MILES (6.4 KM) TO A SIDE
 DF4349'ROAD LEFT.  TURN LEFT AND GO S ON ROAD FOR 2.5 MILES (4.0 KM) TO THE
 DF4349'STATION ON LEFT.
 DF4349' 
 DF4349'STATION MARKS ARE STANDARD DISKS, STAMPED---LONG 2 1980---.  THE
 DF4349'SURFACE MARK IS 34 FT (10.4 M) OF A 36 INCH ELM TREE, 34 FT (10.4 M) E
 DF4349'OF CENTERLINE OF THE ROAD, 10 FT (3.0 M) S OF CENTERLINE OF EXTENDED
 DF4349'DRIVEWAY TO THE W, 6 FT (1.8 M) N OF A FENCELINE AND 1 FT (0.3 M) S OF
 DF4349'A METAL WITNESS POST.  IT IS FLUSH.  RM 3 IS 128 FT (39.0 M) E OF
 DF4349'CENTERLINE OF ROAD, 1.0 FT (0.3 M) W OF A QUAD TRUNK 8 INCH ELM TREE
 DF4349'AND 0.5 FT (15.2 CM) N OF AN E W FENCE LINE.  THE MARK PROJECTS 1 INCH
 DF4349'AND IS STAMPED LONG NO 3 1930.  RM 5 IS A STANDARD DISK,
 DF4349'STAMPED---LONG 2 1980---.  IT IS 35 FT (10.7 M) W OF A CENTERLINE OF
 DF4349'ROAD, 13 FT (4.0 M) S OF CENTERLINE OF DRIVEWAY, 1 FT (0.3 M) N OF
 DF4349'FENCELINE AND 0.5 FT (15.2 CM) N OF A METAL WITNES POST.  THE MARK IS
 DF4349'FLUSH.  LONG 2 AZ MK IS A STANDARD DISK, STAMPED---LONG 2 1980---.  IT
 DF4349'IS 33 FT (10.1 M) W OF CENTERLINE OF ROAD, 3 FT (0.9 M) N OF A
 DF4349'POWERLINE POLE AND 1 FT (0.3 M) S OF A METAL WITNESS POST.  THE MARK
 DF4349'IS FLUSH.  STATION LONG 2 WAS ESTABLISHED OFF RM 4 AS LONG 1930 COULD
 DF4349'NOT BE RECOVERED AT THIS TIME DUE TO FIELD IN CULTIVATED.  RM 4 WAS IN
 DF4349'THE WAY OF ROAD IMPROVEMENT AND WAS DESTROYED AFTER ESTABLISHING LONG
 DF4349'2.  STATION LONG 1930 SHOULD BE IN PLACE AND YET AS DESCRIBED IN 1954.
 DF4349
 DF4349                          STATION RECOVERY (2001)
 DF4349
 DF4349'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2001
 DF4349'FROM THE INTERSECTION OF COUNTY ROAD 15 AND  I-80 NORTH OF MARSEILLES
 DF4349'GO NORTH ON
 DF4349'COUNTY ROAD 15 1.5 MILES TO NORTH 32ND ROAD, GO EAST ON NORTH 32ND RD.
 DF4349'.85 MILES TO TWP
 DF4349'RD. EAST 25TH, GO NORTH ON EAST 25TH RD. 0.50 MILES TO POINT ON THE
 DF4349'EAST SIDE OF THE ROAD.
 DF4349'34.00 FEET EAST OF THE CENTERLINE OF EAST 25TH RD. 1.50  SOUTH OF
 DF4349'METAL WITNESS POST, 46.00
 DF4349'FEET NORTHWEST OF THE NORTHWEST GUY STAY FOR RADIO TOWER.
 DF4349'*STAMPED- LONG 2 1980
 DF4349' 
 DF4349' 
 DF4349' 
 DF4349' 
 DF4349' 
 DF4349'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0988 ***********************************************************************
 JB0988  DESIGNATION -  LONG AZ MK
 JB0988  PID         -  JB0988
 JB0988  STATE/COUNTY-  IL/BOND
 JB0988  USGS QUAD   -  BEAVER CREEK (1974)
 JB0988
 JB0988                         *CURRENT SURVEY CONTROL
 JB0988  ___________________________________________________________________
 JB0988* NAD 83(1986)-  38 51 09.     (N)    089 27 53.     (W)     SCALED    
 JB0988* NAVD 88     -       161.966  (meters)     531.38   (feet)  ADJUSTED  
 JB0988  ___________________________________________________________________
 JB0988  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0988  DYNAMIC HT  -         161.866 (meters)     531.06  (feet)  COMP
 JB0988  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 JB0988
 JB0988  VERT ORDER  -  SECOND    CLASS 0
 JB0988
 JB0988.The horizontal coordinates were scaled from a topographic map and have
 JB0988.an estimated accuracy of +/- 6 seconds.
 JB0988
 JB0988.The orthometric height was determined by differential leveling
 JB0988.and adjusted by the National Geodetic Survey in June 1991..
 JB0988
 JB0988.The geoid height was determined by GEOID03.
 JB0988
 JB0988.The dynamic height is computed by dividing the NAVD 88
 JB0988.geopotential number by the normal gravity value computed on the
 JB0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0988.degrees latitude (g = 980.6199 gals.).
 JB0988
 JB0988.The modeled gravity was interpolated from observed gravity values.
 JB0988
 JB0988;                    North         East    Units  Estimated Accuracy
 JB0988;SPC IL W     -   242,830.      760,930.      MT  (+/- 180 meters Scaled)
 JB0988
 JB0988                          SUPERSEDED SURVEY CONTROL
 JB0988
 JB0988  NGVD 29 (??/??/92)  162.089  (m)          531.79   (f) ADJ UNCH    2 0
 JB0988
 JB0988.Superseded values are not recommended for survey control.
 JB0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0988.See file dsdata.txt to determine how the superseded data were derived.
 JB0988
 JB0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ861032(NAD 83)
 JB0988_MARKER: DZ = AZIMUTH MARK DISK
 JB0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0988_STAMPING: LONG 1960
 JB0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0988+STABILITY: SURFACE MOTION
 JB0988
 JB0988  HISTORY     - Date     Condition        Report By
 JB0988  HISTORY     - 1960     MONUMENTED       CGS
 JB0988  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0988
 JB0988                          STATION DESCRIPTION
 JB0988
 JB0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0988'4.3 MI SW FROM GREENVILLE.
 JB0988'ABOUT 2.95 MILES SOUTHWEST ALONG ALTERNATE U.S. HIGHWAY 40 FROM
 JB0988'ITS JUNCTION WITH STATE HIGHWAY 127 IN GREENVILLE, THENCE 1.15
 JB0988'MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE 0.2 MILES NORTH
 JB0988'ALONG A PRIVATE ROAD TO A FARM HOUSE, NEAR A FENCE CORNER EAST
 JB0988'OF THE ROAD, 11 FEET WEST OF THE CENTER LINE OF THE ROAD, 1/2
 JB0988'FOOT EAST OF A FENCE, 189 FEET NORTH-NORTHWEST AND ACROSS THE
 JB0988'ROAD FROM A FENCE CORNER, 2.6 FEET NORTH OF A METAL WITNESS POST,
 JB0988'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JB0988'POST PROJECTING 6 INCHES.
 JB0988
 JB0988                          STATION RECOVERY (1973)
 JB0988
 JB0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0502 ***********************************************************************
 JB0502  DESIGNATION -  LONG AZ MK
 JB0502  PID         -  JB0502
 JB0502  STATE/COUNTY-  IL/WAYNE
 JB0502  USGS QUAD   -  BLUFORD (1973)
 JB0502
 JB0502                         *CURRENT SURVEY CONTROL
 JB0502  ___________________________________________________________________
 JB0502* NAD 83(1986)-  38 16 15.     (N)    088 40 22.     (W)     SCALED    
 JB0502* NAVD 88     -       138.505  (meters)     454.41   (feet)  ADJUSTED  
 JB0502  ___________________________________________________________________
 JB0502  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 JB0502  DYNAMIC HT  -         138.416 (meters)     454.12  (feet)  COMP
 JB0502  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 JB0502
 JB0502  VERT ORDER  -  SECOND    CLASS 0
 JB0502
 JB0502.The horizontal coordinates were scaled from a topographic map and have
 JB0502.an estimated accuracy of +/- 6 seconds.
 JB0502
 JB0502.The orthometric height was determined by differential leveling
 JB0502.and adjusted by the National Geodetic Survey in June 1991..
 JB0502
 JB0502.The geoid height was determined by GEOID03.
 JB0502
 JB0502.The dynamic height is computed by dividing the NAVD 88
 JB0502.geopotential number by the normal gravity value computed on the
 JB0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0502.degrees latitude (g = 980.6199 gals.).
 JB0502
 JB0502.The modeled gravity was interpolated from observed gravity values.
 JB0502
 JB0502;                    North         East    Units  Estimated Accuracy
 JB0502;SPC IL E     -   178,090.      270,300.      MT  (+/- 180 meters Scaled)
 JB0502
 JB0502                          SUPERSEDED SURVEY CONTROL
 JB0502
 JB0502  NGVD 29 (??/??/92)  138.626  (m)          454.81   (f) ADJ UNCH    2 0
 JB0502
 JB0502.Superseded values are not recommended for survey control.
 JB0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0502.See file dsdata.txt to determine how the superseded data were derived.
 JB0502
 JB0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH536371(NAD 83)
 JB0502_MARKER: DZ = AZIMUTH MARK DISK
 JB0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0502_STAMPING: LONG 1961
 JB0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0502+STABILITY: SURFACE MOTION
 JB0502
 JB0502  HISTORY     - Date     Condition        Report By
 JB0502  HISTORY     - 1961     MONUMENTED       CGS
 JB0502  HISTORY     - 1973     GOOD             NGS
 JB0502
 JB0502                          STATION DESCRIPTION
 JB0502
 JB0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0502'5.6 MI NE FROM DAHLGREN.
 JB0502'ABOUT 5.4 MILES NORTH AND NORTHEAST ALONG AN OILED AND GRAVELED
 JB0502'ROAD FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 JB0502'DAHLGREN, THENCE 0.25 MILE EAST ALONG A GRAVEL ROAD, NEAR A FARM
 JB0502'HOUSE SOUTH OF THE ROAD, AND AT A FIELD ENTRANCE NORTH OF THE
 JB0502'ROAD, 36 FEET NORTH OF THE CENTER OF THE ROAD, 125 FEET WEST OF
 JB0502'THE EXTENDED CENTER OF THE FARM DRIVE, 9 FEET EAST OF THE CENTER
 JB0502'OF THE FIELD ENTRANCE, 2.5 FEET SOUTH OF A POWER POLE, 2 FEET
 JB0502'SOUTHEAST OF A CONCRETE R.O.W. MARKER, 2.4 FEET WEST-SOUTHWEST
 JB0502'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JB0502'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JB0502
 JB0502                          STATION RECOVERY (1973)
 JB0502
 JB0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1061 ***********************************************************************
 NH1061  DESIGNATION -  LONG GROVE
 NH1061  PID         -  NH1061
 NH1061  STATE/COUNTY-  IL/LAKE
 NH1061  USGS QUAD   -  LAKE ZURICH (1993)
 NH1061
 NH1061                         *CURRENT SURVEY CONTROL
 NH1061  ___________________________________________________________________
 NH1061* NAD 83(1997)-  42 10 14.63611(N)    088 00 51.12254(W)     ADJUSTED  
 NH1061* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 NH1061  ___________________________________________________________________
 NH1061  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 NH1061  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NH1061
 NH1061  HORZ ORDER  -  THIRD
 NH1061
 NH1061.The horizontal coordinates were established by classical geodetic methods
 NH1061.and adjusted by the National Geodetic Survey in October 1999..
 NH1061
 NH1061.The orthometric height was scaled from a topographic map.
 NH1061
 NH1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1061
 NH1061.The geoid height was determined by GEOID03.
 NH1061
 NH1061;                    North         East     Units Scale Factor Converg.
 NH1061;SPC IL E     -   611,115.511   326,368.940   MT  0.99998355   +0 12 51.3
 NH1061;SPC IL E     - 2,004,968.14  1,070,762.10   sFT  0.99998355   +0 12 51.3
 NH1061;UTM  16      - 4,669,230.478   416,230.769   MT  0.99968634   -0 40 51.3
 NH1061
 NH1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NH1061!SPC IL E     -   0.99996831  x   0.99998355  =   0.99995186
 NH1061!UTM  16      -   0.99996831  x   0.99968634  =   0.99965466
 NH1061
 NH1061|---------------------------------------------------------------------|
 NH1061| PID    Reference Object                     Distance      Geod. Az  |
 NH1061|                                                           dddmmss.s |
 NH1061| CI9190 LONG GROVE RM 1                      29.452 METERS 02421     |
 NH1061| NH1070 ARLINGTON PARK JOCKEY CLUB TANK     APPROX. 8.4 KM 1851744.8 |
 NH1061| NH1069 PALATINE MUNICIPAL TANK             APPROX. 6.6 KM 2002027.6 |
 NH1061| NH1073 PALATINE ECONOMY FUSE CO TANK       APPROX. 6.9 KM 2035834.1 |
 NH1061| CI9189 LONG GROVE AZ MK                                   2234728.3 |
 NH1061| CI9191 LONG GROVE RM 2                      30.370 METERS 29706     |
 NH1061|---------------------------------------------------------------------|
 NH1061
 NH1061                          SUPERSEDED SURVEY CONTROL
 NH1061
 NH1061  NAD 83(1997)-  42 10 14.63605(N)    088 00 51.12315(W) AD(       ) 3
 NH1061  NAD 83(1986)-  42 10 14.63811(N)    088 00 51.13606(W) AD(       ) 3
 NH1061  NAD 27      -  42 10 14.54180(N)    088 00 50.87180(W) AD(       ) 3
 NH1061
 NH1061.Superseded values are not recommended for survey control.
 NH1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1061.See file dsdata.txt to determine how the superseded data were derived.
 NH1061
 NH1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM1623169230(NAD 83)
 NH1061_MARKER: DS = TRIANGULATION STATION DISK
 NH1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH1061
 NH1061  HISTORY     - Date     Condition        Report By
 NH1061  HISTORY     - 1954     MONUMENTED       CGS
 NH1061  HISTORY     - 1963     GOOD             ILHD
 NH1061  HISTORY     - 1970     GOOD             BRADY
 NH1061  HISTORY     - 1978     GOOD             LOCENG
 NH1061  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH1061  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 NH1061
 NH1061                          STATION DESCRIPTION
 NH1061
 NH1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1061'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF PALATINE AND
 NH1061'ABOUT 5 MILES SOUTHEAST OF LAKE ZURICH.  IT IS 32 FEET SOUTH
 NH1061'OF THE CENTER OF STATE HIGHWAY 53, 19 FEET WEST OF A N-S
 NH1061'LINE OF TREES FORMING A WINDBREAK AND 11 FEET NORTHWEST OF
 NH1061'A TELEPHONE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 NH1061'LONG GROVE 1954.
 NH1061'
 NH1061'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE CENTER OF STATE
 NH1061'HIGHWAY 53, 31 FEET WEST OF A POWER LINE POLE WITH A TRANSFORMER
 NH1061'AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 NH1061'IS STAMPED LONG GROVE NO 1 1954.
 NH1061'
 NH1061'REFERENCE MARK NO. 2 IS 41 FEET NORTH OF THE CENTER OF STATE
 NH1061'HIGHWAY 53, 20 FEET EAST OF A 20-INCH OAK TREE IN THE FENCE LINE
 NH1061'AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE
 NH1061'DISK IS STAMPED LONG GROVE NO 2 1954.
 NH1061'
 NH1061'AZIMUTH MARK IS 38 FEET SOUTH OF A TELEPHONE POLE, 22 FEET
 NH1061'EAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF A WHITE
 NH1061'WITNESS POST AND 1/2 FOOT WEST OF A FENCE LINE.  THE MARK
 NH1061'PROJECTS 2 INCHES AND THE DISK IS STAMPED LONG GROVE 1954.
 NH1061'
 NH1061'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14
 NH1061'AND STATE HIGHWAY 53 IN PALATINE GO NORTH ON HIGHWAY 53 FOR
 NH1061'2.2 MILES TO JUNCTION WITH U.S. HIGHWAY 12, CONTINUE NORTH
 NH1061'ON HIGHWAY 53 FOR 2.05 MILES TO STATION ON RIGHT AS DESCRIBED.
 NH1061'
 NH1061'TO REACH THE AZIMUTH FROM THE STATION GO WEST ON STATE HIGHWAY
 NH1061'53 FOR 0.25 MILE TO GRAVEL ROAD SOUTH, TURN LEFT AND GO 0.20
 NH1061'MILE ON GRAVEL ROAD TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 NH1061'
 NH1061'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NH1061
 NH1061                          STATION RECOVERY (1963)
 NH1061
 NH1061'RECOVERY NOTE BY IL HIGHWAY DEPT 1963 (HB)
 NH1061'STATION, R.M. 1 AND R.M. 2 HAVE BEEN RECOVERED IN GOOD CONDITION.
 NH1061'
 NH1061'AZIMUTH MARK HAS BEEN RECOVERED IN GOOD CONDITION.  DESCRIPTION
 NH1061'REVISED AS FOLLOWS--GRAVEL ROAD IS NOW BITUMINOUS PAVEMENT.
 NH1061'WITNESS POST IS GONE.
 NH1061
 NH1061                          STATION RECOVERY (1970)
 NH1061
 NH1061'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1970 (JJ)
 NH1061'LONG GROVE 1954-GOOD
 NH1061'
 NH1061'STATION, R.M. 1, R.M. 2, AND AZIMUTH MARK ALL FOUND IN GOOD
 NH1061'CONDITION.
 NH1061
 NH1061                          STATION RECOVERY (1978)
 NH1061
 NH1061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (KA)
 NH1061'STATION (LONG GROVE), RM 1 AND RM 2 FOUND IN GOOD CONDITION.
 NH1061'
 NH1061'AZIMUTH MARK CONCRETE BASE FOUND - DISK OR CAP IS MISSING.  A HOUSE
 NH1061'NOW SETS BETWEEN AZ MK AND STATION.  WHITE WITNESS POST AND FENCE
 NH1061'LINE IS GONE.  GRAVEL RD IS NOW BLACKTOP.
 NH1061'
 NH1061'TALKED W/ JOHN D. RIGNEY ABOUT THIS AT ILL. REG. LAND SURVEYORS
 NH1061'CONFERENCE 2/78.
 NH1061'
 NH1061'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES N.E. OF PALATINE,
 NH1061'5 MILES S.E. OF LAKE ZURICH, 1 MILE SW OF LONG GROVE.
 NH1061
 NH1061                          STATION RECOVERY (1989)
 NH1061
 NH1061'RECOVERY NOTE BY US POWER SQUADRON 1989 (GHD)
 NH1061'MARK NOT FOUND.
 NH1061
 NH1061                          STATION RECOVERY (1991)
 NH1061
 NH1061'RECOVERY NOTE BY US POWER SQUADRON 1991 (MM)
 NH1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0996 ***********************************************************************
 JB0996  DESIGNATION -  LONG RESET
 JB0996  PID         -  JB0996
 JB0996  STATE/COUNTY-  IL/BOND
 JB0996  USGS QUAD   -  BEAVER CREEK (1974)
 JB0996
 JB0996                         *CURRENT SURVEY CONTROL
 JB0996  ___________________________________________________________________
 JB0996* NAD 83(1997)-  38 50 59.53929(N)    089 28 22.00493(W)     ADJUSTED  
 JB0996* NAVD 88     -       160.92   (+/-2cm)     528.0    (feet)  VERTCON   
 JB0996  ___________________________________________________________________
 JB0996  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 JB0996  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0996
 JB0996  HORZ ORDER  -  SECOND
 JB0996  VERT ORDER  -  THIRD (See Below)
 JB0996
 JB0996.The horizontal coordinates were established by classical geodetic methods
 JB0996.and adjusted by the National Geodetic Survey in October 1999..
 JB0996
 JB0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB0996.The vertical order pertains to the NGVD 29 superseded value.
 JB0996
 JB0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0996
 JB0996.The geoid height was determined by GEOID03.
 JB0996
 JB0996;                    North         East     Units Scale Factor Converg.
 JB0996;SPC IL W     -   242,532.742   760,232.571   MT  0.99998583   +0 26 07.0
 JB0996;SPC IL W     -   795,709.50  2,494,196.36   sFT  0.99998583   +0 26 07.0
 JB0996;UTM  16      - 4,303,022.644   285,411.628   MT  1.00016707   -1 33 06.2
 JB0996
 JB0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0996!SPC IL W     -   0.99997965  x   0.99998583  =   0.99996548
 JB0996!UTM  16      -   0.99997965  x   1.00016707  =   1.00014672
 JB0996
 JB0996:                Primary Azimuth Mark                     Grid Az
 JB0996:SPC IL W     -  LONG AZ MK                               069 07 48.8
 JB0996:UTM  16      -  LONG AZ MK                               071 07 02.0
 JB0996
 JB0996|---------------------------------------------------------------------|
 JB0996| PID    Reference Object                     Distance      Geod. Az  |
 JB0996|                                                           dddmmss.s |
 JB0996| JB0988 LONG AZ MK                                         0693355.8 |
 JB0996| JB0993 LONG RM 1                            16.050 METERS 07900     |
 JB0996| JB0991 DUDLEY                              APPROX. 1.8 KM 1502932.7 |
 JB0996| JB0997 LONG RM 3                            22.221 METERS 26614     |
 JB0996| JB0998 LONG RM 4                            18.935 METERS 32000     |
 JB0996| JB0994 LONG RM 2                            19.761 METERS 32105     |
 JB0996|---------------------------------------------------------------------|
 JB0996
 JB0996                          SUPERSEDED SURVEY CONTROL
 JB0996
 JB0996  NAD 83(1986)-  38 50 59.55678(N)    089 28 21.99628(W) AD(       ) 2
 JB0996  NGVD 29 (??/??/??)  161.04   (m)          528.3    (f) RESET       3  
 JB0996
 JB0996.Superseded values are not recommended for survey control.
 JB0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0996.See file dsdata.txt to determine how the superseded data were derived.
 JB0996
 JB0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ8541203023(NAD 83)
 JB0996_MARKER: DS = TRIANGULATION STATION DISK
 JB0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0996_STAMPING: LONG 1960 1973
 JB0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0996+STABILITY: SURFACE MOTION
 JB0996
 JB0996  HISTORY     - Date     Condition        Report By
 JB0996  HISTORY     - 1973     MONUMENTED       NGS
 JB0996
 JB0996                          STATION DESCRIPTION
 JB0996
 JB0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0996'4.5 MI SW FROM GREENVILLE.
 JB0996'3.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JB0996'STATE HIGHWAY 127 (ABOUT 1 1/2 MILES SOUTH OF GREENVILLE) TO A
 JB0996'RAILROAD OVERPASS, THENCE WESTERLY ON HIGHWAY 40 AND FRONTAGE
 JB0996'ROAD FOR 1.6 MILES TO A ROAD RIGHT, THENCE NORTH AND WEST ON
 JB0996'OILED ROAD FOR 0.3 MILE TO MARK ON THE LEFT AT CURVE, 114 FEET
 JB0996'EAST OF A NORTH-SOUTH FENCE, 96 FEET EAST OF A 30 INCH HICKORY
 JB0996'TREE, 42 FEET SOUTHEAST OF A POWER POLE, 37 FEET SOUTH OF
 JB0996'CENTERLINE OF ROAD AT CURVE, 8 FEET SOUTH OF A FENCE, 17 FEET
 JB0996'SOUTHWEST OF A FENCE CORNER, 16 FEET WEST OF A FENCE, AT THE
 JB0996'NORTH EDGE OF A CULTIVATED FIELD OWNED BY MR. RAYMOND ZEEB, SET
 JB0996'IN THE TOP OF A ROUND CONCRETE POST ABOUT 16 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0993 ***********************************************************************
 JB0993  DESIGNATION -  LONG RM 1
 JB0993  PID         -  JB0993
 JB0993  STATE/COUNTY-  IL/BOND
 JB0993  USGS QUAD   -  BEAVER CREEK (1974)
 JB0993
 JB0993                         *CURRENT SURVEY CONTROL
 JB0993  ___________________________________________________________________
 JB0993* NAD 83(1986)-  38 50 59.     (N)    089 28 21.     (W)     SCALED    
 JB0993* NAVD 88     -       161.810  (meters)     530.87   (feet)  ADJUSTED  
 JB0993  ___________________________________________________________________
 JB0993  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0993  DYNAMIC HT  -         161.710 (meters)     530.54  (feet)  COMP
 JB0993  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 JB0993
 JB0993  VERT ORDER  -  SECOND    CLASS 0
 JB0993
 JB0993.The horizontal coordinates were scaled from a topographic map and have
 JB0993.an estimated accuracy of +/- 6 seconds.
 JB0993
 JB0993.The orthometric height was determined by differential leveling
 JB0993.and adjusted by the National Geodetic Survey in June 1991..
 JB0993
 JB0993.The geoid height was determined by GEOID03.
 JB0993
 JB0993.The dynamic height is computed by dividing the NAVD 88
 JB0993.geopotential number by the normal gravity value computed on the
 JB0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0993.degrees latitude (g = 980.6199 gals.).
 JB0993
 JB0993.The modeled gravity was interpolated from observed gravity values.
 JB0993
 JB0993;                    North         East    Units  Estimated Accuracy
 JB0993;SPC IL W     -   242,520.      760,260.      MT  (+/- 180 meters Scaled)
 JB0993
 JB0993                          SUPERSEDED SURVEY CONTROL
 JB0993
 JB0993  NGVD 29 (??/??/92)  161.932  (m)          531.27   (f) ADJ UNCH    2 0
 JB0993
 JB0993.Superseded values are not recommended for survey control.
 JB0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0993.See file dsdata.txt to determine how the superseded data were derived.
 JB0993
 JB0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ854030(NAD 83)
 JB0993_MARKER: DS = TRIANGULATION STATION DISK
 JB0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0993_STAMPING: LONG NO 1 1960
 JB0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0993+STABILITY: SURFACE MOTION
 JB0993
 JB0993  HISTORY     - Date     Condition        Report By
 JB0993  HISTORY     - 1960     MONUMENTED       CGS
 JB0993  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0993
 JB0993                          STATION DESCRIPTION
 JB0993
 JB0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0993'4.6 MI SW FROM GREENVILLE.
 JB0993'ABOUT 2.95 MILES SOUTHWEST ALONG ALTERNATE U.S. HIGHWAY 40 FROM
 JB0993'ITS JUNCTION WITH STATE HIGHWAY 127 IN GREENVILLE, THENCE 1.35
 JB0993'MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE 0.3 MILES NORTH
 JB0993'AND WEST ALONG AN OILED ROAD, AT THE OUTSIDE OF A CURVE WITH
 JB0993'TANGENTS EXTENDING TO THE EAST AND NORTH, 16 FEET SOUTH OF THE
 JB0993'CENTER LINE OF THE ROAD, 73 1/2 FEET EAST OF THE EXTENDED
 JB0993'CENTER LINE OF THE NORTH-SOUTH PORTION OF THE ROAD, 1 FOOT NORTH
 JB0993'OF A FENCE, 62 FEET EAST OF A FENCE CORNER, 52.7 FEET EAST OF
 JB0993'TRIANGULATION STATION LONG, 50.3 FEET EAST OF A METAL WITNESS
 JB0993'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 JB0993'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 JB0993
 JB0993                          STATION RECOVERY (1973)
 JB0993
 JB0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0501 ***********************************************************************
 JB0501  DESIGNATION -  LONG RM 1
 JB0501  PID         -  JB0501
 JB0501  STATE/COUNTY-  IL/WAYNE
 JB0501  USGS QUAD   -  BLUFORD (1973)
 JB0501
 JB0501                         *CURRENT SURVEY CONTROL
 JB0501  ___________________________________________________________________
 JB0501* NAD 83(1986)-  38 16 15.     (N)    088 40 34.     (W)     SCALED    
 JB0501* NAVD 88     -       137.522  (meters)     451.19   (feet)  ADJUSTED  
 JB0501  ___________________________________________________________________
 JB0501  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 JB0501  DYNAMIC HT  -         137.433 (meters)     450.89  (feet)  COMP
 JB0501  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JB0501
 JB0501  VERT ORDER  -  SECOND    CLASS 0
 JB0501
 JB0501.The horizontal coordinates were scaled from a topographic map and have
 JB0501.an estimated accuracy of +/- 6 seconds.
 JB0501
 JB0501.The orthometric height was determined by differential leveling
 JB0501.and adjusted by the National Geodetic Survey in June 1991..
 JB0501
 JB0501.The geoid height was determined by GEOID03.
 JB0501
 JB0501.The dynamic height is computed by dividing the NAVD 88
 JB0501.geopotential number by the normal gravity value computed on the
 JB0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0501.degrees latitude (g = 980.6199 gals.).
 JB0501
 JB0501.The modeled gravity was interpolated from observed gravity values.
 JB0501
 JB0501;                    North         East    Units  Estimated Accuracy
 JB0501;SPC IL E     -   178,090.      270,010.      MT  (+/- 180 meters Scaled)
 JB0501
 JB0501                          SUPERSEDED SURVEY CONTROL
 JB0501
 JB0501  NGVD 29 (??/??/92)  137.642  (m)          451.58   (f) ADJ UNCH    2 0
 JB0501
 JB0501.Superseded values are not recommended for survey control.
 JB0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0501.See file dsdata.txt to determine how the superseded data were derived.
 JB0501
 JB0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH533371(NAD 83)
 JB0501_MARKER: DR = REFERENCE MARK DISK
 JB0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0501_STAMPING: LONG NO 1 1961
 JB0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0501+STABILITY: SURFACE MOTION
 JB0501
 JB0501  HISTORY     - Date     Condition        Report By
 JB0501  HISTORY     - 1961     MONUMENTED       CGS
 JB0501  HISTORY     - 1973     GOOD             NGS
 JB0501
 JB0501                          STATION DESCRIPTION
 JB0501
 JB0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0501'5.3 MI N FROM DAHLGREN.
 JB0501'ABOUT 5.3 MILES NORTH AND NORTHEAST ALONG AN OILED AND GRAVELED
 JB0501'ROAD FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 JB0501'DAHLGREN, ON THE OUTSIDE AND NEAR THE EAST END OF A CURVE WITH
 JB0501'TANGENTS TO THE SOUTH AND EAST, ABOUT 0.10 MILE WEST OF THE
 JB0501'JUNCTION OF A NORTH-SOUTH CROSSROAD, 37 FEET NORTH OF THE CENTER
 JB0501'OF THE ROAD, 1 FOOT SOUTH OF A FENCE, 1.5 FEET SOUTHEAST OF A
 JB0501'DOUBLE BRACED FENCE POST, 78.3 FEET EAST OF TRAVERSE STATION
 JB0501'LONG, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 JB0501'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB0501'PROJECTING 2 INCHES.
 JB0501
 JB0501                          STATION RECOVERY (1973)
 JB0501
 JB0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0320 ***********************************************************************
 KB0320  DESIGNATION -  LONG RM 1
 KB0320  PID         -  KB0320
 KB0320  STATE/COUNTY-  IL/CUMBERLAND
 KB0320  USGS QUAD   -  NEOGA (1984)
 KB0320
 KB0320                         *CURRENT SURVEY CONTROL
 KB0320  ___________________________________________________________________
 KB0320* NAD 83(1986)-  39 18 33.     (N)    088 26 02.     (W)     SCALED    
 KB0320* NAVD 88     -       200.753  (meters)     658.64   (feet)  ADJUSTED  
 KB0320  ___________________________________________________________________
 KB0320  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0320  DYNAMIC HT  -         200.634 (meters)     658.25  (feet)  COMP
 KB0320  MODELED GRAV-     980,033.8   (mgal)                       NAVD 88
 KB0320
 KB0320  VERT ORDER  -  SECOND    CLASS 0
 KB0320
 KB0320.The horizontal coordinates were scaled from a topographic map and have
 KB0320.an estimated accuracy of +/- 6 seconds.
 KB0320
 KB0320.The orthometric height was determined by differential leveling
 KB0320.and adjusted by the National Geodetic Survey in June 1991..
 KB0320
 KB0320.The geoid height was determined by GEOID03.
 KB0320
 KB0320.The dynamic height is computed by dividing the NAVD 88
 KB0320.geopotential number by the normal gravity value computed on the
 KB0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0320.degrees latitude (g = 980.6199 gals.).
 KB0320
 KB0320.The modeled gravity was interpolated from observed gravity values.
 KB0320
 KB0320;                    North         East    Units  Estimated Accuracy
 KB0320;SPC IL E     -   293,310.      291,330.      MT  (+/- 180 meters Scaled)
 KB0320
 KB0320                          SUPERSEDED SURVEY CONTROL
 KB0320
 KB0320  NGVD 29 (??/??/92)  200.826  (m)          658.88   (f) ADJ UNCH    2 0
 KB0320
 KB0320.Superseded values are not recommended for survey control.
 KB0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0320.See file dsdata.txt to determine how the superseded data were derived.
 KB0320
 KB0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ763520(NAD 83)
 KB0320_MARKER: DR = REFERENCE MARK DISK
 KB0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0320_STAMPING: LONG NO 1 1959
 KB0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0320+STABILITY: SURFACE MOTION
 KB0320
 KB0320  HISTORY     - Date     Condition        Report By
 KB0320  HISTORY     - 1959     MONUMENTED       CGS
 KB0320  HISTORY     - 20050216 MARK NOT FOUND   ILDT
 KB0320
 KB0320                          STATION DESCRIPTION
 KB0320
 KB0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0320'1.6 MI SE FROM NEOGA.
 KB0320'ABOUT 0.15 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 KB0320'CENTRAL RAILROAD STATION AT NEOGA, THENCE 1.0 MILE EAST ALONG
 KB0320'EAST FIFTH STREET AND AN ASPHALT ROAD, THENCE 0.5 MILE SOUTH
 KB0320'ALONG AN ASPHALT ROAD, AT A FENCE CORNER AND GATE WEST OF THE
 KB0320'ROAD, 19 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 KB0320'EAST OF A FENCE, 50 1/2 FEET NORTH OF A FENCE CORNER, 70 1/2
 KB0320'FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE WEST POLE OF
 KB0320'A DOUBLE TELEPHONE POLE, 47.7 FEET SOUTHWEST OF TRIANGULATION
 KB0320'STATION LONG, 53.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 KB0320'1/2 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 KB0320'CONCRETE POST PROJECTING 1 INCH.
 KB0320
 KB0320                          STATION RECOVERY (2005)
 KB0320
 KB0320'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0499 ***********************************************************************
 JB0499  DESIGNATION -  LONG RM 2
 JB0499  PID         -  JB0499
 JB0499  STATE/COUNTY-  IL/WAYNE
 JB0499  USGS QUAD   -  BLUFORD (1973)
 JB0499
 JB0499                         *CURRENT SURVEY CONTROL
 JB0499  ___________________________________________________________________
 JB0499* NAD 83(1986)-  38 16 15.     (N)    088 40 34.     (W)     SCALED    
 JB0499* NAVD 88     -       136.881  (meters)     449.08   (feet)  ADJUSTED  
 JB0499  ___________________________________________________________________
 JB0499  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 JB0499  DYNAMIC HT  -         136.792 (meters)     448.79  (feet)  COMP
 JB0499  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JB0499
 JB0499  VERT ORDER  -  SECOND    CLASS 0
 JB0499
 JB0499.The horizontal coordinates were scaled from a topographic map and have
 JB0499.an estimated accuracy of +/- 6 seconds.
 JB0499
 JB0499.The orthometric height was determined by differential leveling
 JB0499.and adjusted by the National Geodetic Survey in June 1991..
 JB0499
 JB0499.The geoid height was determined by GEOID03.
 JB0499
 JB0499.The dynamic height is computed by dividing the NAVD 88
 JB0499.geopotential number by the normal gravity value computed on the
 JB0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0499.degrees latitude (g = 980.6199 gals.).
 JB0499
 JB0499.The modeled gravity was interpolated from observed gravity values.
 JB0499
 JB0499;                    North         East    Units  Estimated Accuracy
 JB0499;SPC IL E     -   178,090.      270,010.      MT  (+/- 180 meters Scaled)
 JB0499
 JB0499                          SUPERSEDED SURVEY CONTROL
 JB0499
 JB0499  NGVD 29 (??/??/92)  137.001  (m)          449.48   (f) ADJ UNCH    2 0
 JB0499
 JB0499.Superseded values are not recommended for survey control.
 JB0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0499.See file dsdata.txt to determine how the superseded data were derived.
 JB0499
 JB0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH533371(NAD 83)
 JB0499_MARKER: DR = REFERENCE MARK DISK
 JB0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0499_STAMPING: LONG NO 2 1961
 JB0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0499+STABILITY: SURFACE MOTION
 JB0499
 JB0499  HISTORY     - Date     Condition        Report By
 JB0499  HISTORY     - 1961     MONUMENTED       CGS
 JB0499  HISTORY     - 1973     MARK NOT FOUND   NGS
 JB0499
 JB0499                          STATION DESCRIPTION
 JB0499
 JB0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0499'5.3 MI N FROM DAHLGREN.
 JB0499'ABOUT 5.3 MILES NORTH AND NORTHEAST ALONG AN OILED AND GRAVELED
 JB0499'ROAD FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN
 JB0499'DAHLGREN, ON THE INSIDE AND NEAR THE EAST END OF A CURVE WITH
 JB0499'TANGENTS TO THE SOUTH AND EAST, ABOUT 0.10 MILE WEST OF THE
 JB0499'JUNCTION OF A NORTH-SOUTH CROSSROAD, 30 FEET SOUTH OF THE CENTER
 JB0499'OF THE ROAD, 0.5 FEET NORTH OF A FENCE, 83.5 FEET SOUTH-SOUTHWEST
 JB0499'OF TRAVERSE STATION LONG, 127.0 FEET SOUTHWEST OF A METAL WITNESS
 JB0499'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 JB0499'POST PROJECTING 3 INCHES.
 JB0499
 JB0499                          STATION RECOVERY (1973)
 JB0499
 JB0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JB0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0997 ***********************************************************************
 JB0997  DESIGNATION -  LONG RM 3
 JB0997  PID         -  JB0997
 JB0997  STATE/COUNTY-  IL/BOND
 JB0997  USGS QUAD   -  BEAVER CREEK (1974)
 JB0997
 JB0997                         *CURRENT SURVEY CONTROL
 JB0997  ___________________________________________________________________
 JB0997* NAD 83(1986)-  38 50 59.     (N)    089 28 21.     (W)     SCALED    
 JB0997* NAVD 88     -       160.18   (meters)     525.5    (feet)  RESET     
 JB0997  ___________________________________________________________________
 JB0997  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0997
 JB0997  VERT ORDER  -  THIRD
 JB0997
 JB0997.The horizontal coordinates were scaled from a topographic map and have
 JB0997.an estimated accuracy of +/- 6 seconds.
 JB0997
 JB0997.The orthometric height was computed from unverified reset data.
 JB0997.No vertical observational check was made to the station.
 JB0997
 JB0997.The geoid height was determined by GEOID03.
 JB0997
 JB0997;                    North         East    Units  Estimated Accuracy
 JB0997;SPC IL W     -   242,520.      760,260.      MT  (+/- 180 meters Scaled)
 JB0997
 JB0997                          SUPERSEDED SURVEY CONTROL
 JB0997
 JB0997  NGVD 29 (??/??/??)  160.30   (m)          525.9    (f) RESET       3  
 JB0997
 JB0997.Superseded values are not recommended for survey control.
 JB0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0997.See file dsdata.txt to determine how the superseded data were derived.
 JB0997
 JB0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ854030(NAD 83)
 JB0997_MARKER: DR = REFERENCE MARK DISK
 JB0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0997_STAMPING: LONG 1960 NO 3 1973
 JB0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0997+STABILITY: SURFACE MOTION
 JB0997
 JB0997  HISTORY     - Date     Condition        Report By
 JB0997  HISTORY     - 1973     MONUMENTED       NGS
 JB0997
 JB0997                          STATION DESCRIPTION
 JB0997
 JB0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0997'4.5 MI SW FROM GREENVILLE.
 JB0997'3.25 MILES WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JB0997'STATE HIGHWAY 127 (ABOUT 1 1/2 MILES SOUTH OF GREENVILLE) TO A
 JB0997'RAILROAD OVERPASS, THENCE WESTERLY ALONG HIGHWAY 40 AND FRONTAGE
 JB0997'ROAD FOR 1.6 MILES TO A ROAD RIGHT, THENCE NORTH AND WEST ON
 JB0997'OILED ROAD FOR 0.3 MILE TO THE MARK, 70 FEET WEST OF THE
 JB0997'CENTERLINE OF THE ROAD, DISK SET IN A DRILL HOLE IN THE TOP AND
 JB0997'NORTHEAST CORNER OF A CONCRETE WELL COVER 41 FEET EAST OF A
 JB0997'30 INCH HICKORY TREE AND 8 FEET SOUTH OF AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0503 ***********************************************************************
 JB0503  DESIGNATION -  LONG RM 3
 JB0503  PID         -  JB0503
 JB0503  STATE/COUNTY-  IL/WAYNE
 JB0503  USGS QUAD   -  BLUFORD (1973)
 JB0503
 JB0503                         *CURRENT SURVEY CONTROL
 JB0503  ___________________________________________________________________
 JB0503* NAD 83(1986)-  38 16 15.     (N)    088 40 34.     (W)     SCALED    
 JB0503* NAVD 88     -       136.00   (meters)     446.2    (feet)  RESET     
 JB0503  ___________________________________________________________________
 JB0503  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 JB0503
 JB0503  VERT ORDER  -  THIRD
 JB0503
 JB0503.The horizontal coordinates were scaled from a topographic map and have
 JB0503.an estimated accuracy of +/- 6 seconds.
 JB0503
 JB0503.The orthometric height was computed from unverified reset data.
 JB0503
 JB0503.The geoid height was determined by GEOID03.
 JB0503
 JB0503;                    North         East    Units  Estimated Accuracy
 JB0503;SPC IL E     -   178,090.      270,010.      MT  (+/- 180 meters Scaled)
 JB0503
 JB0503                          SUPERSEDED SURVEY CONTROL
 JB0503
 JB0503.No superseded survey control is available for this station.
 JB0503
 JB0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH533371(NAD 83)
 JB0503_MARKER: DR = REFERENCE MARK DISK
 JB0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0503_STAMPING: LONG 1961 NO 3 1973
 JB0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0503+STABILITY: SURFACE MOTION
 JB0503
 JB0503  HISTORY     - Date     Condition        Report By
 JB0503  HISTORY     - 1973     MONUMENTED       NGS
 JB0503
 JB0503                          STATION DESCRIPTION
 JB0503
 JB0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0503'5.6 MI N FROM DAHLGREN.
 JB0503'5.55 MILE NORTH ALONG OILED ROAD FROM THE RAILROAD DEPOT AT
 JB0503'DAHLGREN, 0.15 MILE NORTHEAST OF INTERSTATE HIGHWAY 64, ON ROAD
 JB0503'RIGHT-OF-WAY, DISK SET IN A DRILL HOLE IN THE SOUTHEAST END OF A
 JB0503'CONCRETE SPLASH DITCH, 1 FOOT NORTHWEST OF A METAL WITNESS POST
 JB0503'AND 41 FEET NORTH OF THE CENTERLINE OF OILED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0322 ***********************************************************************
 KB0322  DESIGNATION -  LONG RM 3
 KB0322  PID         -  KB0322
 KB0322  STATE/COUNTY-  IL/CUMBERLAND
 KB0322  USGS QUAD   -  NEOGA (1984)
 KB0322
 KB0322                         *CURRENT SURVEY CONTROL
 KB0322  ___________________________________________________________________
 KB0322* NAD 83(1986)-  39 18 33.     (N)    088 26 02.     (W)     SCALED    
 KB0322* NAVD 88     -       200.65   (meters)     658.3    (feet)  RESET     
 KB0322  ___________________________________________________________________
 KB0322  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0322
 KB0322  VERT ORDER  -  THIRD
 KB0322
 KB0322.The horizontal coordinates were scaled from a topographic map and have
 KB0322.an estimated accuracy of +/- 6 seconds.
 KB0322
 KB0322.The orthometric height was computed from unverified reset data.
 KB0322
 KB0322.The geoid height was determined by GEOID03.
 KB0322
 KB0322;                    North         East    Units  Estimated Accuracy
 KB0322;SPC IL E     -   293,310.      291,330.      MT  (+/- 180 meters Scaled)
 KB0322
 KB0322                          SUPERSEDED SURVEY CONTROL
 KB0322
 KB0322.No superseded survey control is available for this station.
 KB0322
 KB0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ763520(NAD 83)
 KB0322_MARKER: DR = REFERENCE MARK DISK
 KB0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0322_STAMPING: LONG 1959 NO 3 1972
 KB0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0322+STABILITY: SURFACE MOTION
 KB0322
 KB0322  HISTORY     - Date     Condition        Report By
 KB0322  HISTORY     - 1972     MONUMENTED       NGS
 KB0322  HISTORY     - 20050216 MARK NOT FOUND   ILDT
 KB0322
 KB0322                          STATION DESCRIPTION
 KB0322
 KB0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KB0322'1.6 MI SE FROM NEOGA.
 KB0322'0.55 MILE EAST ALONG E. FIFTH STREET FROM ITS INTERSECTION WITH
 KB0322'U.S. HIGHWAY 45 AT NEOGA, THENCE SOUTH 0.1 MILE ON STREET.
 KB0322'THENCE 0.5 MILE EAST ON PAVED STREET, THENCE SOUTH ON PAVED
 KB0322'ROAD 0.5 MILE TO MARK ON THE RIGHT, 19 FEET WEST OF THE
 KB0322'CENTERLINE OF THE ROAD, 51 FEET NORTH OF FENCE CORNER, 49 FEET
 KB0322'NORTH OF A POWER POLE AND 49 FEET SOUTH OF A POWER POLE.  SET
 KB0322'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 KB0322
 KB0322                          STATION RECOVERY (2005)
 KB0322
 KB0322'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0998 ***********************************************************************
 JB0998  DESIGNATION -  LONG RM 4
 JB0998  PID         -  JB0998
 JB0998  STATE/COUNTY-  IL/BOND
 JB0998  USGS QUAD   -  BEAVER CREEK (1974)
 JB0998
 JB0998                         *CURRENT SURVEY CONTROL
 JB0998  ___________________________________________________________________
 JB0998* NAD 83(1986)-  38 50 59.     (N)    089 28 21.     (W)     SCALED    
 JB0998* NAVD 88     -       161.06   (meters)     528.4    (feet)  RESET     
 JB0998  ___________________________________________________________________
 JB0998  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JB0998
 JB0998  VERT ORDER  -  THIRD
 JB0998
 JB0998.The horizontal coordinates were scaled from a topographic map and have
 JB0998.an estimated accuracy of +/- 6 seconds.
 JB0998
 JB0998.The orthometric height was computed from unverified reset data.
 JB0998.No vertical observational check was made to the station.
 JB0998
 JB0998.The geoid height was determined by GEOID03.
 JB0998
 JB0998;                    North         East    Units  Estimated Accuracy
 JB0998;SPC IL W     -   242,520.      760,260.      MT  (+/- 180 meters Scaled)
 JB0998
 JB0998                          SUPERSEDED SURVEY CONTROL
 JB0998
 JB0998  NGVD 29 (??/??/??)  161.26   (m)          529.1    (f) RESET       3  
 JB0998
 JB0998.Superseded values are not recommended for survey control.
 JB0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0998.See file dsdata.txt to determine how the superseded data were derived.
 JB0998
 JB0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ854030(NAD 83)
 JB0998_MARKER: DR = REFERENCE MARK DISK
 JB0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0998_STAMPING: LONG 1960 NO 4 1973
 JB0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0998+STABILITY: SURFACE MOTION
 JB0998
 JB0998  HISTORY     - Date     Condition        Report By
 JB0998  HISTORY     - 1973     MONUMENTED       NGS
 JB0998
 JB0998                          STATION DESCRIPTION
 JB0998
 JB0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JB0998'4.5 MI SW FROM GREENVILLE.
 JB0998'3.25 MILES WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JB0998'STATE HIGHWAY 127 (ABOUT 1 1/2 MILES SOUTH OF GREENVILLE) TO A
 JB0998'RAILROAD OVERPASS, THENCE WESTERLY ALONG HIGHWAY 40 AND FRONTAGE
 JB0998'ROAD FOR 1.6 MILES TO A ROAD RIGHT, THENCE NORTH AND WEST ON
 JB0998'OILED ROAD FOR 0.3 MILE TO MARK ON LEFT, 21 FEET WEST OF THE
 JB0998'CENTERLINE OF THE ROAD, 1 FOOT EAST OF A BOARD FENCE, 25 FEET
 JB0998'NORTH OF A FENCE CORNER AND A POWER POLE, THE DISK IS SET IN THE
 JB0998'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1456 ***********************************************************************
 MF1456  DESIGNATION -  LONG RM 4
 MF1456  PID         -  MF1456
 MF1456  STATE/COUNTY-  IL/LA SALLE
 MF1456  USGS QUAD   -  SERENA (1970)
 MF1456
 MF1456                         *CURRENT SURVEY CONTROL
 MF1456  ___________________________________________________________________
 MF1456* NAD 83(1997)-  41 24 18.83561(N)    088 41 27.86785(W)     ADJUSTED  
 MF1456* NAVD 88     -       237.     (meters)     778.     (feet)  SCALED    
 MF1456  ___________________________________________________________________
 MF1456  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 MF1456  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MF1456
 MF1456  HORZ ORDER  -  SECOND
 MF1456
 MF1456.The horizontal coordinates were established by classical geodetic methods
 MF1456.and adjusted by the National Geodetic Survey in October 1999..
 MF1456
 MF1456.The orthometric height was scaled from a topographic map.
 MF1456
 MF1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1456
 MF1456.The geoid height was determined by GEOID03.
 MF1456
 MF1456;                    North         East     Units Scale Factor Converg.
 MF1456;SPC IL E     -   526,106.633   270,087.210   MT  0.99998601   -0 14 11.8
 MF1456;SPC IL E     - 1,726,068.18    886,111.12   sFT  0.99998601   -0 14 11.8
 MF1456;UTM  16      - 4,585,123.085   358,650.069   MT  0.99984589   -1 07 07.1
 MF1456
 MF1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1456!SPC IL E     -   0.99996799  x   0.99998601  =   0.99995400
 MF1456!UTM  16      -   0.99996799  x   0.99984589  =   0.99981389
 MF1456
 MF1456:                Primary Azimuth Mark                     Grid Az
 MF1456:SPC IL E     -  SHERIDAN ILL ST INDUST SCH TK            001 07 42.8
 MF1456:UTM  16      -  SHERIDAN ILL ST INDUST SCH TK            002 00 38.1
 MF1456
 MF1456|---------------------------------------------------------------------|
 MF1456| PID    Reference Object                     Distance      Geod. Az  |
 MF1456|                                                           dddmmss.s |
 MF1456| MF1504 SHERIDAN ILL ST INDUST SCH TK       APPROX.12.4 KM 0005331.0 |
 MF1456| MF1449 NORWAY ATT CO MICROWAVE KSA 81      APPROX. 8.1 KM 0460945.5 |
 MF1456| MF1445 AIRPORT BEACON MORRIS AIRPORT       APPROX.22.6 KM 0825335.4 |
 MF1456| MF1457 LONG                                 35.933 METERS 09051     |
 MF1456| CI7720 LONG RM 3                            36.850 METERS 11658     |
 MF1456| MF1454 MARSEILLES ILL BELL TEL CO MST      APPROX. 4.3 KM 1623652.0 |
 MF1456| CI7718 LONG RM 1                                          18057     |
 MF1456| CI7719 LONG RM 2                            12.878 METERS 26708     |
 MF1456|---------------------------------------------------------------------|
 MF1456
 MF1456                          SUPERSEDED SURVEY CONTROL
 MF1456
 MF1456  NAD 83(1986)-  41 24 18.84090(N)    088 41 27.87731(W) AD(       ) 2
 MF1456  NAD 27      -  41 24 18.72500(N)    088 41 27.61000(W) AD(       ) 2
 MF1456
 MF1456.Superseded values are not recommended for survey control.
 MF1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1456.See file dsdata.txt to determine how the superseded data were derived.
 MF1456
 MF1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL5865085123(NAD 83)
 MF1456_MARKER: DS = TRIANGULATION STATION DISK
 MF1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1456_MARK LOGO: CGS   
 MF1456_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1456+STABILITY: SURFACE MOTION
 MF1456
 MF1456  HISTORY     - Date     Condition        Report By
 MF1456  HISTORY     - 1954     MONUMENTED       CGS
 MF1456  HISTORY     - 1968     GOOD             CGS
 MF1456  HISTORY     - 1980     GOOD             NGS
 MF1456  HISTORY     - 19800615 GOOD             NGS
 MF1456  HISTORY     - 19970808 MARK NOT FOUND   USPSQD
 MF1456  HISTORY     - 20021011 MARK NOT FOUND   USPSQD
 MF1456
 MF1456                          STATION DESCRIPTION
 MF1456
 MF1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MF1456'STATION IS LOCATED ABOUT 6 MILES SOUTH OF SERENA AND 5 MILES
 MF1456'SOUTHWEST OF NORWAY, ON PROPERTY OF MR. WALTER M. ANDERSON.
 MF1456'IT IS ABOUT 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MF1456'A 2 STORY FRAME HOUSE, 32 FEET NORTH OF A POWER LINE POLE, 23
 MF1456'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 3 FEET NORTH OF
 MF1456'A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK
 MF1456'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED LONG NO 4 1934.
 MF1456'
 MF1456'REFERENCE MARK NO. 1 (AZIMUTH MARK) IS 96 FEET NORTH OF THE
 MF1456'CENTER OF A DRIVEWAY TO A FARMHOUSE ON THE WEST SIDE OF A GRAVEL
 MF1456'ROAD, 20 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 1
 MF1456'FOOT WEST OF A WHITE WITNESS POST.  THE MARK IS SET IN A
 MF1456'FENCE LINE, PROJECTS ABOUT 2 INCHES AND IS STAMPED LONG NO
 MF1456'1 1930.
 MF1456'
 MF1456'REFERENCE MARK NO. 2 IS 41 FEET NORTH OF THE CENTER OF A FARM
 MF1456'DRIVEWAY, 19 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 1
 MF1456'FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 MF1456'DISK IS STAMPED LONG NO 2 1930.
 MF1456'
 MF1456'REFERENCE MARK NO. 3 IS 128 FEET EAST OF THE CENTER OF THE
 MF1456'GRAVEL ROAD, 104 FEET EAST OF A FENCE, 56 FEET EAST OF A 24
 MF1456'INCH ELM TREE AND 1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH
 MF1456'AND THE DISK IS STAMPED LONG NO 3 1930.
 MF1456'
 MF1456'LONG 1930 MAY BE USED AS A REFERENCE MARK.  IT IS 118 FEET EAST
 MF1456'OF A FENCE AND WHITE WITNESS POST AND 54 FEET NORTH OF A FENCE.
 MF1456'THE MARK IS ABOUT 18 INCHES UNDERGROUND AND THE DISK IS STAMPED
 MF1456'LONG 1930.
 MF1456'
 MF1456'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 52 AND
 MF1456'STATE HIGHWAY 71, ABOUT 4.7 MILES EAST OF SERENA, GO SOUTHWEST
 MF1456'ON HIGHWAY 71 FOR 4.0 MILES TO A SIDE ROAD LEFT, TURN LEFT
 MF1456'AND GO SOUTH ON GRAVEL ROAD FOR 2.5 MILES TO THE STATION ON
 MF1456'THE LEFT, EAST SIDE OF GRAVEL ROAD AS DESCRIBED.  CONTINUE
 MF1456'SOUTH ON GRAVEL ROAD FOR 0.25 MILE TO R.M. NO. 1 ON THE RIGHT,
 MF1456'WEST SIDE OF ROAD AS DESCRIBED.
 MF1456'
 MF1456'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MF1456
 MF1456                          STATION RECOVERY (1968)
 MF1456
 MF1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 MF1456'REFERENCE MARKS 1, 2 AND 3 WERE FOUND AS DESCRIBED AND IN GOOD
 MF1456'CONDITION.  MR. ANDERSON SAID THAT THE STATION MARK FOR LONG
 MF1456'1930 WAS STILL IN ITS ORIGINAL POSITION AND WAS NOT CHECKED DUE
 MF1456'TO FIELD BEING UNDER CULTIVATION.  A METAL WITNESS POST WAS
 MF1456'SET 1 FOOT NORTH OF REFERENCE MARK 4 WHICH WAS ALSO FOUND AS
 MF1456'DESCRIBED AND A POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK 1.
 MF1456'
 MF1456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MF1456'SOUTHWEST OF NORWAY
 MF1456
 MF1456                          STATION RECOVERY (1980)
 MF1456
 MF1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MF1456'THIS MARK WAS IN WAY OF ROAD IMPROVEMENT.  THE DISTANCE AND DIRECTION
 MF1456'TO RM 2 AND RM 3 CHECKED.
 MF1456'
 MF1456'AFTER ESTABLISHING LONG 2. LONG RM1, RM 2 AND LONG RM 4 WERE
 MF1456'DESTROYED.
 MF1456
 MF1456                          STATION RECOVERY (1980)
 MF1456
 MF1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MF1456'THIS MARK WAS IN WAY OF ROAD IMPROVEMENT.  THE DISTANCE AND DIRECTION
 MF1456'TO RM 2 AND RM 3 CHECKED.  AFTER ESTABLISHING LONG 2, LONG RM 1, RM 2
 MF1456'AND LONG RM 4 WERE DESTROYED.
 MF1456
 MF1456                          STATION RECOVERY (1997)
 MF1456
 MF1456'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF1456'MARK NOT FOUND.
 MF1456
 MF1456                          STATION RECOVERY (2002)
 MF1456
 MF1456'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF1456'RM 1,2 AND 3 WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1419 ***********************************************************************
 MF1419  DESIGNATION -  LORENZO
 MF1419  PID         -  MF1419
 MF1419  STATE/COUNTY-  IL/WILL
 MF1419  USGS QUAD   -  WILMINGTON (1993)
 MF1419
 MF1419                         *CURRENT SURVEY CONTROL
 MF1419  ___________________________________________________________________
 MF1419* NAD 83(1997)-  41 20 40.16211(N)    088 13 06.11530(W)     ADJUSTED  
 MF1419* NAVD 88     -       162.6    (meters)     533.     (feet)  VERTCON   
 MF1419  ___________________________________________________________________
 MF1419  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 MF1419  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MF1419
 MF1419  HORZ ORDER  -  SECOND
 MF1419
 MF1419.The horizontal coordinates were established by classical geodetic methods
 MF1419.and adjusted by the National Geodetic Survey in October 1999..
 MF1419
 MF1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF1419
 MF1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1419
 MF1419.The geoid height was determined by GEOID03.
 MF1419
 MF1419;                    North         East     Units Scale Factor Converg.
 MF1419;SPC IL E     -   519,305.268   309,622.074   MT  0.99997614   +0 04 33.4
 MF1419;SPC IL E     - 1,703,754.03  1,015,818.42   sFT  0.99997614   +0 04 33.4
 MF1419;UTM  16      - 4,577,715.786   398,067.971   MT  0.99972787   -0 48 17.7
 MF1419
 MF1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1419!SPC IL E     -   0.99997964  x   0.99997614  =   0.99995578
 MF1419!UTM  16      -   0.99997964  x   0.99972787  =   0.99970752
 MF1419
 MF1419|---------------------------------------------------------------------|
 MF1419| PID    Reference Object                     Distance      Geod. Az  |
 MF1419|                                                           dddmmss.s |
 MF1419| CI7726 LORENZO RM 1                         13.352 METERS 03816     |
 MF1419| CI7725 LORENZO AZ MK                                      0393757.8 |
 MF1419| CI7727 LORENZO RM 2                         15.143 METERS 27315     |
 MF1419| MF1437 DRESDEN NUCLEAR POWER STA STK       APPROX. 6.6 KM 3202711.3 |
 MF1419|---------------------------------------------------------------------|
 MF1419
 MF1419                          SUPERSEDED SURVEY CONTROL
 MF1419
 MF1419  NAD 83(1997)-  41 20 40.16233(N)    088 13 06.11565(W) AD(       ) 2
 MF1419  NAD 83(1986)-  41 20 40.16571(N)    088 13 06.13127(W) AD(       ) 2
 MF1419  NAD 27      -  41 20 40.05290(N)    088 13 05.90680(W) AD(       ) 2
 MF1419  NGVD 29 (07/19/86)  162.7    (m)          534.     (f) VERT ANG       
 MF1419
 MF1419.Superseded values are not recommended for survey control.
 MF1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1419.See file dsdata.txt to determine how the superseded data were derived.
 MF1419
 MF1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9806877716(NAD 83)
 MF1419_MARKER: Z = SEE DESCRIPTION
 MF1419_SETTING: 0 = UNSPECIFIED SETTING
 MF1419
 MF1419  HISTORY     - Date     Condition        Report By
 MF1419  HISTORY     - 1904     MONUMENTED       IRC
 MF1419  HISTORY     - 1960     GOOD             CGS
 MF1419  HISTORY     - 1960     GOOD             ILHD
 MF1419  HISTORY     - 19890812 MARK NOT FOUND   USPSQD
 MF1419
 MF1419                          STATION DESCRIPTION
 MF1419
 MF1419'DESCRIBED BY ILLINOIS RIVER COMMISSION 1904
 MF1419'STATION IS MARKED BY STONE AND PIPE, SITUATED AT THE COAL
 MF1419'CHUTES OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 31 FEET
 MF1419'W OF THE CENTER OF MAIN TRACK, AND 1100 FEET S OF THE DEPOT
 MF1419'AT LORENZO, THE MONUMENT WAS SET IN CLEAR SPACE BETWEEN THE
 MF1419'ENGINE HOUSE AND THE COAL POCKETS, THE TIMBER WORK OF THE
 MF1419'CHUTE, 30 FEET ABOVE THE GROUND BEING UTILIZED FOR TOWER
 MF1419'PURPOSES, IN THE NW 1/4 OF NE 1/4 SEC. 17, T 33 N, R 9 E,
 MF1419'WILMINGTON TOWNSHIP.
 MF1419
 MF1419                          STATION RECOVERY (1960)
 MF1419
 MF1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CAA)
 MF1419'STATION IS LOCATED ABOUT 5-1/2 MILES NORTH OF BRAIDWOOD,
 MF1419'ABOUT 5.0 MILES NORTHWEST OF WILMINGTON, 0.3 MILE SOUTH OF
 MF1419'THE RAILROAD DEPOT IN LORENZO AND 1.3 MILES WEST OF U.S.
 MF1419'HIGHWAY 66.
 MF1419'
 MF1419'TO REACH FROM THE CROSSROAD AT THE SOUTH END OF THE BRIDGE
 MF1419'OVER THE KANKAKEE RIVER ON U.S. HIGHWAY 66 (WHICH IS ABOUT
 MF1419'1-1/4 MILES EAST OF LORENZO), GO WEST TO LORENZO FOR 1.3 MILE
 MF1419'TO RAILROAD CROSSING AT LORENZO AND THE AZIMUTH MARK ON RIGHT
 MF1419'BETWEEN RAILROAD TRACKS AS DESCRIBED, TURN LEFT JUST AFTER
 MF1419'CROSSING RAILROAD TRACKS AND GO SOUTH ON THE WEST SIDE
 MF1419'OF TRACKS FOR 0.3 MILE TO 53 MILE POST AND STATION AS
 MF1419'DESCRIBED.
 MF1419'
 MF1419'STATION MARK IS A ILLINOIS RIVER SURVEY DISK STAMPED U.S.
 MF1419'1903 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 MF1419'MARK IS 52.4 FEET EAST OF THE WITNESS POST AND TELEGRAPH POLE,
 MF1419'26.3 FEET NORTHWEST OF THE WEST RAIL OF CENTER TRACK, 25.8
 MF1419'FEET NORTH-NORTHWEST OF THE 53 MILE POST AND 15.8 FEET SOUTHEAST
 MF1419'OF THE EAST RAIL OF THE WEST RAILROAD TRACK.
 MF1419'
 MF1419'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED LORENZO
 MF1419'IRS NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MF1419'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 MF1419'MARK IS 64 FEET NORTH NORTHEAST OF THE 53 MILE POST, 85.5
 MF1419'FEET EAST-NORTHEAST OF THE WITNESS POST, 25.3 FEET NORTHWEST
 MF1419'OF THE WEST RAIL OF THE CENTER RAILROAD TRACK AND 16.7 FEET
 MF1419'SOUTHEAST OF THE EAST RAIL OF THE WEST RAILROAD TRACK.
 MF1419'
 MF1419'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED LORENZO
 MF1419'IRS NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MF1419'POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 MF1419'THE MARK IS 26.4 FEET SOUTH EAST OF FENCE, 20.7 FEET WEST
 MF1419'OF THE WEST RAIL OF RAILROAD TRACK, 4 FEET NORTHEAST OF A
 MF1419'TELEGRAPH POLE AND 2.6 FEET EAST OF THE WITNESS POST.
 MF1419'
 MF1419'AZIMUTH MARK IS A STANDARD AZIMUTH DISK STAMPED LORENZO IRS
 MF1419'1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MF1419'WHICH PROJECTS ABOUT 3 INCHES.  THE MARK IS 59.4 FEET EAST
 MF1419'OF THE RAILROAD SWITCH BOX, 30.6 FEET NORTH OF THE CENTER
 MF1419'OF ROAD, 3.2 FEET SOUTHWEST OF POWER POLE, 2.6 FEET WEST OF
 MF1419'THE WITNESS POST AND 1.9 FEET SOUTHEAST OF A WHITE IRON RAIL
 MF1419'POST.
 MF1419'
 MF1419'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 82.99 FEET.
 MF1419'
 MF1419'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MF1419
 MF1419                          STATION RECOVERY (1960)
 MF1419
 MF1419'RECOVERY NOTE BY IL HIGHWAY DEPT 1960 (DRR)
 MF1419'RECOVERED BY ILLINOIS DIV. OF HWY.
 MF1419'
 MF1419'U.S. 1903-GOOD
 MF1419'
 MF1419'LORENZO IRS NO 1 1960-GOOD
 MF1419'
 MF1419'LORENZO IRS NO 2 1960-GOOD
 MF1419'
 MF1419'LORENZO IRS 1960 AZI-MK-GOOD
 MF1419'
 MF1419'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.
 MF1419
 MF1419                          STATION RECOVERY (1989)
 MF1419
 MF1419'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 MF1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3117 ***********************************************************************
 ME3117  DESIGNATION -  LORETTO
 ME3117  PID         -  ME3117
 ME3117  STATE/COUNTY-  IL/COOK
 ME3117  USGS QUAD   -  BERWYN (1993)
 ME3117
 ME3117                         *CURRENT SURVEY CONTROL
 ME3117  ___________________________________________________________________
 ME3117* NAD 83(1997)-  41 52 19.64695(N)    087 45 50.97278(W)     ADJUSTED  
 ME3117* NAVD 88     -       214.7    (meters)     704.     (feet)  VERTCON   
 ME3117  ___________________________________________________________________
 ME3117  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 ME3117  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 ME3117
 ME3117  HORZ ORDER  -  FIRST
 ME3117
 ME3117.The horizontal coordinates were established by classical geodetic methods
 ME3117.and adjusted by the National Geodetic Survey in October 1999..
 ME3117
 ME3117.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3117
 ME3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3117
 ME3117.The geoid height was determined by GEOID03.
 ME3117
 ME3117;                    North         East     Units Scale Factor Converg.
 ME3117;SPC IL E     -   578,056.183   347,249.718   MT  1.00000246   +0 22 47.7
 ME3117;SPC IL E     - 1,896,505.99  1,139,268.45   sFT  1.00000246   +0 22 47.7
 ME3117;UTM  16      - 4,635,860.737   436,587.405   MT  0.99964948   -0 30 36.3
 ME3117
 ME3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3117!SPC IL E     -   0.99997158  x   1.00000246  =   0.99997404
 ME3117!UTM  16      -   0.99997158  x   0.99964948  =   0.99962107
 ME3117
 ME3117|---------------------------------------------------------------------|
 ME3117| PID    Reference Object                     Distance      Geod. Az  |
 ME3117|                                                           dddmmss.s |
 ME3117| CM3066 LORETTO RM 1                          5.666 METERS 04857     |
 ME3117| ME3137 017 COC                             APPROX. 1.1 KM 0844312.8 |
 ME3117| ME3111 CHICAGO SUNBEAM CORP TANK           436.157 METERS 1495424.6 |
 ME3117| ME3108 RNG CHICAGO RADIO CHI               APPROX. 5.9 KM 1923326.6 |
 ME3117| CM3068 LORETTO RM 3                          4.986 METERS 22056     |
 ME3117| CM3067 LORETTO RM 2                          4.834 METERS 31559     |
 ME3117|---------------------------------------------------------------------|
 ME3117
 ME3117                          SUPERSEDED SURVEY CONTROL
 ME3117
 ME3117  NAD 83(1997)-  41 52 19.64708(N)    087 45 50.97320(W) AD(       ) 1
 ME3117  NAD 83(1997)-  41 52 19.64959(N)    087 45 50.98453(W) AD(       ) 1
 ME3117  NAD 83(1986)-  41 52 19.65044(N)    087 45 50.98401(W) AD(       ) 1
 ME3117  NAD 27      -  41 52 19.53608(N)    087 45 50.77873(W) AD(       ) 1
 ME3117  NGVD 29 (07/19/86)  214.8    (m)          705.     (f) VERT ANG       
 ME3117
 ME3117.Superseded values are not recommended for survey control.
 ME3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3117.See file dsdata.txt to determine how the superseded data were derived.
 ME3117
 ME3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3658735861(NAD 83)
 ME3117_MARKER: DS = TRIANGULATION STATION DISK
 ME3117_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3117+WITH SETTING: PAVEMENT
 ME3117
 ME3117  HISTORY     - Date     Condition        Report By
 ME3117  HISTORY     - 1956     MONUMENTED       CGS
 ME3117  HISTORY     - 1977     GOOD             NGS
 ME3117
 ME3117                          STATION DESCRIPTION
 ME3117
 ME3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3117'THE STATION IS LOCATED IN THE WEST EDGE OF CHICAGO ON THE FLAT TOP
 ME3117'ROOF OF THE LORETTO
 ME3117'HOSPITAL, WHICH IS LOCATED NEAR THE INTERSECTION OF SOUTH CENTRAL
 ME3117'AVENUE AND WEST HARRISON STREET.
 ME3117'THE MARK IS SET IN THE ROOF DIRECTLY ABOVE THE WEST AND MAIN
 ME3117'ENTRANCE INTO THE HOSPITAL.  IT IS 18.5
 ME3117'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 ME3117'ROOF, 18.1 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 ME3117'ROOF, 12.6 FEET NORTH OF THE SOUTH
 ME3117'WALL OF THE ROOF, 12.4 FEET SOUTH OF THE NORTH WALL OF THE ROOF AND
 ME3117'9.6 FEET EAST OF THE CENTER OF THE
 ME3117'HOSPITAL CROSS.  THE ROOF SURFACE IS OF CONCRETE SLAB CONSTRUCTION
 ME3117'AND IS COVERED WITH ROOFING MATERIAL,
 ME3117'TAR AND GRAVEL.  THE DISK IS SET IN A DRILL HOLE
 ME3117'IN THE CONCRETE SLAB AND IS CEMENTED WITH ROOFING
 ME3117'CEMENT.  A 2-1/2 INCH IRON PIPE WITH A
 ME3117'SCREW CAP EXTENDS FROM THE DISK THROUGH THE ROOFING MATERIAL AND
 ME3117'PROJECTS ABOUT 4 INCHES ABOVE THE
 ME3117'GRAVEL SURFACE.  THE DISK IS STAMPED LORETTO 1956.
 ME3117'
 ME3117'REFERENCE MARK 1 IS SET IN THE CONCRETE COPING OF THE NORTH WALL, 27
 ME3117'FEET NORTHEAST OF THE CROSS AND
 ME3117'0.4 FOOT WEST OF THE BRICK WALL OF THE ELEVATOR SHAFT.  THE MARK
 ME3117'IS SET FLUSH WITH THE CONCRETE
 ME3117'SURFACE AND THE DISK IS STAMPED LORETTO NO 1 1956.
 ME3117'
 ME3117'REFERENCE MARK 2 IS SET IN THE CONCRETE COPING OF THE NORTH WALL, 12
 ME3117'FEET NORTH OF THE CENTER OF THE
 ME3117'CROSS AND 2.4 FEET EAST OF THE NORTHWEST CORNER.  THE MARK IS SET
 ME3117'FLUSH WITH THE CONCRETE SURFACE AND
 ME3117'THE DISK IS STAMPED LORETTO NO 2 1956.
 ME3117'
 ME3117'REFERENCE MARK 3 IS SET IN THE CONCRETE COPING OF THE SOUTH WALL, 12
 ME3117'FEET SOUTH OF THE CENTER OF THE
 ME3117'CROSS AND 1.9 FEET EAST OF THE SOUTHWEST CORNER.  THE MARK IS SET
 ME3117'FLUSH WITH THE CONCRETE SURFACE AND
 ME3117'THE DISK IS STAMPED LORETTO NO 3 1956.
 ME3117'
 ME3117'THE ALUMINUM PAINTED WATER TANK OF THE SUNBEAM CORPORATION
 ME3117'(ELECTRICAL APPLIANCES) WAS
 ME3117'USED AS AN AZIMUTH POINT.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 125
 ME3117'FEET HIGH WITH A RED NEON SIGN
 ME3117'SUNBEAM ON THE NORTH AND SOUTH SIDES OF THE TANK.  IT IS LOCATED
 ME3117'ABOUT 0.5 MILE SOUTHEAST OF THE
 ME3117'STATION AND NEAR THE NORTHWEST CORNER OF THE SUNBEAM CORPORATION
 ME3117'PLANT.
 ME3117'
 ME3117'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ME3117
 ME3117                          STATION RECOVERY (1977)
 ME3117
 ME3117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 ME3117'THE STATION IS LOCATED AT 645 SOUTH CENTRAL AVENUE, ATOP THE
 ME3117'LORETTO HOSPITAL, MR. JOHN KISALA, BUILDING ENGINEER,
 ME3117'TELEPHONE NUMBER 626-4300.
 ME3117'
 ME3117'STATION MARK, STAMPED---LORETTO 1956---, A STANDARD DISK,
 ME3117'CEMENTED IN A DRILL HOLE OF THE ROOF AND COVERED WITH A COPPER
 ME3117'LINCOLN HAT THAT PROJECTS 3 INCHES ABOVE THE ROOF. IT IS 12.9
 ME3117'FEET NORTH OF THE SOUTH EDGE OF CONCRETE RAIL, 12.7 FEET SOUTH
 ME3117'OF THE NORTH EDGE OF CONCRETE RAIL AND 9.5 FEET EAST OF A
 ME3117'COPPER CROSS.
 ME3117'
 ME3117'REFERENCE MARK 1, STAMPED---LORETTO NO 1 1956---, A STANDARD
 ME3117'DISK, CEMENTED IN A DRILL HOLE IN THE CONCRETE RAILING OF ROOF.
 ME3117'
 ME3117'REFERENCE MARK 2, STAMPED---LORETTO NO 2 1956---, A STANDARD
 ME3117'DISK, CEMENTED IN A DRILL HOLE IN THE CONCRETE RAILING OF THE
 ME3117'ROOF.
 ME3117'
 ME3117'REFERENCE MARK 3, STAMPED---LORETTO NO 3 1956---, A STANDARD
 ME3117'DISK, CEMENTED IN A DRILL HOLE IN THE CONCRETE RAILING OF THE
 ME3117'ROOF.
 ME3117'
 ME3117'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.61 METERS.
 ME3117'
 ME3117'STATION 017 COC CAN BE USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1720 ***********************************************************************
 LC1720  DESIGNATION -  LORETTO ODELL ATT MWV KSB 74
 LC1720  PID         -  LC1720
 LC1720  STATE/COUNTY-  IL/LIVINGSTON
 LC1720  USGS QUAD   -  SAUNEMIN (1983)
 LC1720
 LC1720                         *CURRENT SURVEY CONTROL
 LC1720  ___________________________________________________________________
 LC1720* NAD 83(1997)-  40 59 41.09460(N)    088 26 11.50408(W)     ADJUSTED  
 LC1720* NAVD 88     -                                                        
 LC1720  ___________________________________________________________________
 LC1720  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LC1720  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LC1720
 LC1720  HORZ ORDER  -  THIRD
 LC1720
 LC1720.The horizontal coordinates were established by classical geodetic methods
 LC1720.and adjusted by the National Geodetic Survey in October 1999..
 LC1720
 LC1720
 LC1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1720
 LC1720.The geoid height was determined by GEOID03.
 LC1720
 LC1720;                    North         East     Units Scale Factor Converg.
 LC1720;SPC IL E     -   480,463.742   291,317.148   MT  0.99997593   -0 04 03.7
 LC1720;SPC IL E     - 1,576,321.46    955,763.01   sFT  0.99997593   -0 04 03.7
 LC1720;UTM  16      - 4,539,167.823   379,174.340   MT  0.99977968   -0 56 32.9
 LC1720
 LC1720                          SUPERSEDED SURVEY CONTROL
 LC1720
 LC1720  NAD 83(1997)-  40 59 41.10410(N)    088 26 11.50878(W) AD(       ) 4
 LC1720  NAD 83(1986)-  40 59 41.10628(N)    088 26 11.50770(W) AD(       ) 4
 LC1720  NAD 27      -  40 59 40.99664(N)    088 26 11.30645(W) AD(       ) 3
 LC1720
 LC1720.Superseded values are not recommended for survey control.
 LC1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1720.See file dsdata.txt to determine how the superseded data were derived.
 LC1720
 LC1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL7917439168(NAD 83)
 LC1720
 LC1720  HISTORY     - Date     Condition        Report By
 LC1720  HISTORY     - 1969     MONUMENTED       CGS
 LC1720
 LC1720                          STATION DESCRIPTION
 LC1720
 LC1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LC1720'THE STATION IS THE RED LIGHT ATOP THE LORETTO, ODELL NUMBER ONE
 LC1720'AMERICAN TELEPHONE AND TELEGRAPH COMPANY MICROWAVE RELAY TOWER
 LC1720'KSB 74 THAT IS LOCATED ABOUT 1 MILE NORTH OF LORETTO AND 1 MILE
 LC1720'WEST OF STATE HIGHWAY 47.  THE TOWER IS A FOUR LEGGED STRUCTURE,
 LC1720'PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH A FAN SHAPED
 LC1720'ANTENNA LOCATED AT THE TOP ON EACH OF THE FOUR CORNERS AND TWO
 LC1720'FAN SHAPED ANTENNAS LOCATED ABOUT 80 FEET FROM THE TOP ON THE
 LC1720'EAST SIDE.  IT IS 350 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1128 ***********************************************************************
 KB1128  DESIGNATION -  LOST
 KB1128  PID         -  KB1128
 KB1128  STATE/COUNTY-  IL/FAYETTE
 KB1128  USGS QUAD   -  VERA (1982)
 KB1128
 KB1128                         *CURRENT SURVEY CONTROL
 KB1128  ___________________________________________________________________
 KB1128* NAD 83(1997)-  39 03 04.32978(N)    089 06 45.38906(W)     ADJUSTED  
 KB1128* NAVD 88     -       172.069  (meters)     564.53   (feet)  POSTED    
 KB1128  ___________________________________________________________________
 KB1128  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 KB1128  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KB1128  DYNAMIC HT  -         171.960 (meters)     564.17  (feet)  COMP
 KB1128  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 KB1128
 KB1128  HORZ ORDER  -  SECOND
 KB1128  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KB1128
 KB1128.The horizontal coordinates were established by classical geodetic methods
 KB1128.and adjusted by the National Geodetic Survey in October 1999..
 KB1128
 KB1128.The orthometric height was determined by differential leveling
 KB1128.and adjusted by the National Geodetic Survey in 1992..
 KB1128.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KB1128.rate of 2.1 thru 3.0 mm/km.
 KB1128
 KB1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1128
 KB1128.The geoid height was determined by GEOID03.
 KB1128
 KB1128.The dynamic height is computed by dividing the NAVD 88
 KB1128.geopotential number by the normal gravity value computed on the
 KB1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1128.degrees latitude (g = 980.6199 gals.).
 KB1128
 KB1128.The modeled gravity was interpolated from observed gravity values.
 KB1128
 KB1128;                    North         East     Units Scale Factor Converg.
 KB1128;SPC IL E     -   264,951.237   232,544.165   MT  1.00003101   -0 29 27.5
 KB1128;SPC IL E     -   869,260.85    762,938.65   sFT  1.00003101   -0 29 27.5
 KB1128;SPC IL W     -   265,182.043   791,239.165   MT  1.00004364   +0 39 50.8
 KB1128;SPC IL W     -   870,018.09  2,595,923.83   sFT  1.00004364   +0 39 50.8
 KB1128;UTM  16      - 4,324,582.504   317,188.849   MT  1.00001152   -1 19 52.8
 KB1128
 KB1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1128!SPC IL E     -   0.99997799  x   1.00003101  =   1.00000900
 KB1128!SPC IL W     -   0.99997799  x   1.00004364  =   1.00002163
 KB1128!UTM  16      -   0.99997799  x   1.00001152  =   0.99998951
 KB1128
 KB1128:                Primary Azimuth Mark                     Grid Az
 KB1128:SPC IL E     -  MOORE                                    004 07 51.2
 KB1128:SPC IL W     -  MOORE                                    002 58 32.9
 KB1128:UTM  16      -  MOORE                                    004 58 16.5
 KB1128
 KB1128|---------------------------------------------------------------------|
 KB1128| PID    Reference Object                     Distance      Geod. Az  |
 KB1128|                                                           dddmmss.s |
 KB1128| KB0798 MOORE                               APPROX. 4.7 KM 0033823.7 |
 KB1128| CI7728 LOST AZ MK                                         1685850.7 |
 KB1128| KB0805 LOST RM                              23.350 METERS 26555     |
 KB1128|---------------------------------------------------------------------|
 KB1128
 KB1128                          SUPERSEDED SURVEY CONTROL
 KB1128
 KB1128  NAD 83(1986)-  39 03 04.34900(N)    089 06 45.37693(W) AD(       ) 2
 KB1128  NAD 27      -  39 03 04.19380(N)    089 06 45.12910(W) AD(       ) 2
 KB1128  NGVD 29 (07/19/86)  172.17   (m)          564.9    (f) LEVELING    3  
 KB1128
 KB1128.Superseded values are not recommended for survey control.
 KB1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1128.See file dsdata.txt to determine how the superseded data were derived.
 KB1128
 KB1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1718924583(NAD 83)
 KB1128_MARKER: DS = TRIANGULATION STATION DISK
 KB1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1128+STABILITY: SURFACE MOTION
 KB1128
 KB1128  HISTORY     - Date     Condition        Report By
 KB1128  HISTORY     - 1920     MONUMENTED       CGS
 KB1128  HISTORY     - 1942     SEE DESCRIPTION  CGS
 KB1128  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB1128
 KB1128                          STATION DESCRIPTION
 KB1128
 KB1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (JSB)
 KB1128'STATION IS ABOUT 1 MILE N OF VERA, ON THE W SIDE OF THE ILLINOIS
 KB1128'CENTRAL RAILROAD TRACK, 200 YARDS N OF THE N SWITCH SIGNAL FOR
 KB1128'THE SIDING AT VERA, AND 6.22 METERS, 20.41 FEET, W OF THE W AND
 KB1128'NEAREST RAIL. THE SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE
 KB1128'STANDARD BRONZE SET IN CONCRETE.
 KB1128'THE REFERENCE MARK IS ON THE SAME SIDE
 KB1128'OF THE TRACK NEAR THE FENCE LINE, 23.35 METERS, 76.61 FEET, FROM THE
 KB1128'STATION S 85 DEG 55 MIN W.  THE ELEVATION OF THE STATION
 KB1128'MARK IS 172.369 METERS, 565.514 FEET AND OF THE REFERENCE MARK
 KB1128'171.378 METERS, 562.263 FEET.
 KB1128
 KB1128                          STATION RECOVERY (1942)
 KB1128
 KB1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GMW)
 KB1128'PRESENT CONDITION OF MARK-LYING ON TOP OF GROUND.
 KB1128'
 KB1128'POST WAS PULLED OUT IN THE PLOWING OF THE RIGHT-OF-WAY. IT WAS 20.41
 KB1128'FEET WEST OF THE WEST RAIL OF THE ILLINOIS CENTRAL
 KB1128'R.R. TRACKS.
 KB1128
 KB1128                          STATION RECOVERY (1976)
 KB1128
 KB1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 KB1128'STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED.  THE REFERENCE MARK
 KB1128'WAS RECOVERED.  IT IS 179 FEET NORTH OF THE NORTH ONE OF TWO
 KB1128'SASSAFRAS STUMPS, 96 FEET WEST OF THE WEST RAIL, 1/2 FOOT EAST OF A
 KB1128'FENCE AND 1 FOOT SOUTH OF A WITNESS POST.
 KB1128'
 KB1128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 KB1128'VERA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0805 ***********************************************************************
 KB0805  DESIGNATION -  LOST RM
 KB0805  PID         -  KB0805
 KB0805  STATE/COUNTY-  IL/FAYETTE
 KB0805  USGS QUAD   -  VERA (1982)
 KB0805
 KB0805                         *CURRENT SURVEY CONTROL
 KB0805  ___________________________________________________________________
 KB0805* NAD 83(1986)-  39 03 04.     (N)    089 06 45.     (W)     SCALED    
 KB0805* NAVD 88     -       171.077  (meters)     561.28   (feet)  ADJUSTED  
 KB0805  ___________________________________________________________________
 KB0805  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KB0805  DYNAMIC HT  -         170.973 (meters)     560.93  (feet)  COMP
 KB0805  MODELED GRAV-     980,015.6   (mgal)                       NAVD 88
 KB0805
 KB0805  VERT ORDER  -  FIRST     CLASS I
 KB0805
 KB0805.The horizontal coordinates were scaled from a topographic map and have
 KB0805.an estimated accuracy of +/- 6 seconds.
 KB0805
 KB0805.The orthometric height was determined by differential leveling
 KB0805.and adjusted by the National Geodetic Survey in June 1991..
 KB0805
 KB0805.The geoid height was determined by GEOID03.
 KB0805
 KB0805.The dynamic height is computed by dividing the NAVD 88
 KB0805.geopotential number by the normal gravity value computed on the
 KB0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0805.degrees latitude (g = 980.6199 gals.).
 KB0805
 KB0805.The modeled gravity was interpolated from observed gravity values.
 KB0805
 KB0805;                    North         East    Units  Estimated Accuracy
 KB0805;SPC IL E     -   264,940.      232,550.      MT  (+/- 180 meters Scaled)
 KB0805
 KB0805                          SUPERSEDED SURVEY CONTROL
 KB0805
 KB0805  NGVD 29 (??/??/92)  171.182  (m)          561.62   (f) ADJ UNCH    1 1
 KB0805
 KB0805.Superseded values are not recommended for survey control.
 KB0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0805.See file dsdata.txt to determine how the superseded data were derived.
 KB0805
 KB0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ171245(NAD 83)
 KB0805_MARKER: DR = REFERENCE MARK DISK
 KB0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0805_STAMPING: LOST 1920
 KB0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0805+STABILITY: SURFACE MOTION
 KB0805
 KB0805  HISTORY     - Date     Condition        Report By
 KB0805  HISTORY     - 1920     MONUMENTED       CGS
 KB0805  HISTORY     - 1969     GOOD             NGS
 KB0805  HISTORY     - 1976     GOOD             NGS
 KB0805
 KB0805                          STATION DESCRIPTION
 KB0805
 KB0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0805'6.4 MI N FROM VANDALIA.
 KB0805'ABOUT 6.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0805'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 KB0805'VANDALIA, OR ABOUT 6.05 MILES SOUTH ALONG THE ILLINOIS CENTRAL
 KB0805'RAILROAD FROM THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, 0.4
 KB0805'MILE SOUTH OF A CROSSING OF THE RAILROAD AND A DIRT ROAD, 0.2
 KB0805'MILE NORTH OF MILEPOST 696, 96 1/2 FEET WEST OF THE WEST RAIL,
 KB0805'179 FEET NORTH OF THE MORE NORTHERLY OF 2 SASSAFRAS TREES, 1/2
 KB0805'FOOT EAST OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 KB0805'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 KB0805'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 KB0805'GROUND.  SEC 17, T 7 N, R 1 E.  NOTE-- THE MARK IS LEANING
 KB0805'SLIGHTLY.
 KB0805
 KB0805                          STATION RECOVERY (1976)
 KB0805
 KB0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1767 ***********************************************************************
 JB1767  DESIGNATION -  LOUIS RESET
 JB1767  PID         -  JB1767
 JB1767  STATE/COUNTY-  IL/CLAY
 JB1767  USGS QUAD   -  LOUISVILLE WEST (1985)
 JB1767
 JB1767                         *CURRENT SURVEY CONTROL
 JB1767  ___________________________________________________________________
 JB1767* NAD 83(1997)-  38 46 05.80552(N)    088 32 44.40698(W)     ADJUSTED  
 JB1767* NAVD 88     -       159.     (meters)     522.     (feet)  SCALED    
 JB1767  ___________________________________________________________________
 JB1767  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 JB1767  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JB1767
 JB1767  HORZ ORDER  -  SECOND
 JB1767
 JB1767.The horizontal coordinates were established by classical geodetic methods
 JB1767.and adjusted by the National Geodetic Survey in October 1999..
 JB1767
 JB1767.The orthometric height was scaled from a topographic map.
 JB1767
 JB1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1767
 JB1767.The geoid height was determined by GEOID03.
 JB1767
 JB1767;                    North         East     Units Scale Factor Converg.
 JB1767;SPC IL E     -   233,276.025   281,546.767   MT  0.99997919   -0 07 58.7
 JB1767;SPC IL E     -   765,339.76    923,708.02   sFT  0.99997919   -0 07 58.7
 JB1767;UTM  16      - 4,292,197.110   365,718.835   MT  0.99982204   -0 58 04.8
 JB1767
 JB1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1767!SPC IL E     -   0.99997998  x   0.99997919  =   0.99995917
 JB1767!UTM  16      -   0.99997998  x   0.99982204  =   0.99980203
 JB1767
 JB1767:                Primary Azimuth Mark                     Grid Az
 JB1767:SPC IL E     -  LOUISVILLE MUNICIPAL TANK                083 12 12.9
 JB1767:UTM  16      -  LOUISVILLE MUNICIPAL TANK                084 02 19.0
 JB1767
 JB1767|---------------------------------------------------------------------|
 JB1767| PID    Reference Object                     Distance      Geod. Az  |
 JB1767|                                                           dddmmss.s |
 JB1767| JB1661 LOUISVILLE MUNICIPAL TANK           APPROX. 4.1 KM 0830414.2 |
 JB1767| JB1769 LOUISVILLE RADIO KSJ 259 MAST       APPROX. 3.9 KM 0850352.0 |
 JB1767| CI4535 LOUIS RM 2                           27.688 METERS 09754     |
 JB1767| JB1655 FLORA SE MUNICIPAL TANK             APPROX.12.1 KM 1542725.8 |
 JB1767| JB1652 FLORA NW MUNICIPAL TANK             APPROX.11.6 KM 1560056.1 |
 JB1767| JB1775 FLORA RADIO STA KSJ 58 MAST         APPROX.10.8 KM 1583703.5 |
 JB1767| CI4536 LOUIS RM 3                           22.869 METERS 26404     |
 JB1767| CI4533 LOUIS AZ MK                                        2645524.2 |
 JB1767| CI4537 LOUIS RM 4                           25.722 METERS 35638     |
 JB1767| CI4534 LOUIS RM 1                           25.710 METERS 35722     |
 JB1767|---------------------------------------------------------------------|
 JB1767
 JB1767                          SUPERSEDED SURVEY CONTROL
 JB1767
 JB1767  NAD 83(1986)-  38 46 05.81910(N)    088 32 44.40423(W) AD(       ) 2
 JB1767  NAD 27      -  38 46 05.64969(N)    088 32 44.22505(W) AD(       ) 2
 JB1767
 JB1767.Superseded values are not recommended for survey control.
 JB1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1767.See file dsdata.txt to determine how the superseded data were derived.
 JB1767
 JB1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6571992197(NAD 83)
 JB1767_MARKER: DS = TRIANGULATION STATION DISK
 JB1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1767
 JB1767  HISTORY     - Date     Condition        Report By
 JB1767  HISTORY     - 1961     MONUMENTED       CGS
 JB1767  HISTORY     - 1964     GOOD             CGS
 JB1767
 JB1767                          STATION DESCRIPTION
 JB1767
 JB1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1767'IT IS ABOUT 2.5 MILES WEST OF LOUISVILLE, IN THE SW 0.25 OF SEC 21,
 JB1767'T-4-N, R-6-E, AND ON
 JB1767'THE PROPERTY OF MR E N STEELY.  IT IS 59 FEET NORTHEAST
 JB1767'OF THE INTERSECTION OF PAVED
 JB1767'ROAD AND A GRAVELED CROSSROAD, 51 FEET
 JB1767'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 30
 JB1767'FEET EAST OF THE
 JB1767'CENTERLINE OF THE GRAVELED ROAD, 22 FEET NORTHWEST OF A POWER
 JB1767'POLE AND 20
 JB1767'FEET NORTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 1
 JB1767'INCH AND THE DISK IS
 JB1767'STAMPED LOUIS 1961.
 JB1767'
 JB1767'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 45 AND THE
 JB1767'LOUISVILLE-KINMUNDY ROAD AT THE SOUTHWEST EDGE OF LOUISVILLE, GO WEST
 JB1767'ON THE
 JB1767'LOUISVILLE-KINMUNDY ROAD FOR 2.0 MILES TO A GRAVELED CROSSROAD
 JB1767'AND THE STATION IN THE NORTHEAST ANGLE.
 JB1767'
 JB1767'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON THE ROAD
 JB1767'FOR 0.5 MILE TO A GRAVELED
 JB1767'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE.
 JB1767'
 JB1767'REFERENCE MARK 1 IS 97 FEET NORTHWEST OF THE WITNESS POST AND 18 FEET
 JB1767'EAST OF THE CENTERLINE OF
 JB1767'THE GRAVELED ROAD.  THE MONUMENT PROJECTS 3 INCHES
 JB1767'AND THE DISK IS STAMPED LOUIS NO 1 1961.
 JB1767'
 JB1767'REFERENCE MARK 2 IS 120 FEET NORTHEAST OF THE INTERSECTION, 73 FEET
 JB1767'EAST OF THE WITNESS POST AND
 JB1767'40 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD.
 JB1767'THE MONUMENT PROJECTS 2 INCHES AND
 JB1767'THE DISK IS STAMPED LOUIS NO 2 1961.
 JB1767'
 JB1767'THE AZIMUTH MARK IS 234 FEET SOUTHEAST OF THE INTERSECTION, 22 FEET
 JB1767'EAST OF THE CENTERLINE OF
 JB1767'THE GRAVELED ROAD, 2 FEET NORTHEAST OF THE WITNESS POST
 JB1767'AND 1 FOOT NORTH OF A POWER
 JB1767'POLE.  THE MONUMENT PROJECTS 4 INCHES AND
 JB1767'THE DISK IS STAMPED LOUIS 1961.
 JB1767'
 JB1767'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JB1767
 JB1767                          STATION RECOVERY (1964)
 JB1767
 JB1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS)
 JB1767'RECOVERED ALL AMRKS IN GOOD CONDITION.  A NEW STATION SURFACE MARK
 JB1767'WAS SET FLUSH WITH THE
 JB1767'GROUND AND NOS 1 AND 2 RMS WERE RESET AS NOS 3 AND 4
 JB1767'REFERENCE MARKS.
 JB1767'
 JB1767'ABOUT 2.0 MILES W ALONG THE LOUISVILLE-KINMUNDY ROAD FROM ITS
 JB1767'JUNCTION AT THE HIGH
 JB1767'SCHOOL WITH NO 45 U S HWY ABOUT A HALF-MILE SW OF THE COURTHOUSE
 JB1767'IN LOUISVILLE, 51 FT N
 JB1767'OF CENTER LINE OF 20-FOOT ASPHALT PAVEMENT,
 JB1767'0.6 FOOT HIGHER THAN SAME, 30 FEET E OF
 JB1767'CENTER LINE OF N-S GRAVEL
 JB1767'ROAD, 23 FEET NE OF TELEPHONE POLE, STANDARD DISKS STAMPED
 JB1767'LOUIS 1961 IN A
 JB1767'MARK AND LOUIS 1961 1964 IN A MARK THAT IS FLUSH WITH THE GROUND.
 JB1767'
 JB1767'RM STAMPED LOUIS NO 3 1961 1964, FLUSH, IS 22.869 METERS
 JB1767'OR 75.03 FEET E IN
 JB1767'AZIMUTH 84 DEG 04 MIN FROM THE STATION, 42 FEET N OF CENTER
 JB1767'LINE OF PAVED ROAD, 0.4 FOOT
 JB1767'HIGHER THAN SAME, 44 FEET W OF CENTER
 JB1767'LINE OF GRAVEL ROAD, 2 FEET NE OF CONCRETE
 JB1767'RIGHT-OF-WAY MARKER, AND
 JB1767'1.9 FEET SW OF STEEL WITNESS POST.
 JB1767'
 JB1767'RM STANPED LOUIS NO 4 1961 1964, FLUSH, IS 25.722 METERS OR
 JB1767'84.39 FEET N 03 DEG 22 MIN W
 JB1767'FROM THE STATION, AND 27 FEET E OF
 JB1767'CENTER LINE OF GRADED ROAD.
 JB1767'
 JB1767'RM STAMPED LOUIS 1961, PROJECTS 0.4 FOOT, IS ABOUT 0.5
 JB1767'MILE S 84 DEG 55 MIN W
 JB1767'FROM THE STATION, 234 FEET S OF CENTER
 JB1767'OF ROAD INTERSECTION, 22 FEET E
 JB1767'OF CENTER LINE OF GRAVEL ROAD, 2.6
 JB1767'FEET NE OF STEEL WITNESS POST, AND 2.5 FEET N OF A
 JB1767'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7422 ***********************************************************************
 AB7422  DESIGNATION -  LOUIS USACE A
 AB7422  PID         -  AB7422
 AB7422  STATE/COUNTY-  IL/ST CLAIR
 AB7422  USGS QUAD   -  LEBANON (1991)
 AB7422
 AB7422                         *CURRENT SURVEY CONTROL
 AB7422  ___________________________________________________________________
 AB7422* NAD 83(1997)-  38 36 40.44797(N)    089 45 28.62304(W)     ADJUSTED  
 AB7422* NAVD 88     -       171.477  (meters)     562.59   (feet)  ADJUSTED  
 AB7422  ___________________________________________________________________
 AB7422  X           -      21,082.507 (meters)                     COMP
 AB7422  Y           -  -4,990,438.662 (meters)                     COMP
 AB7422  Z           -   3,958,773.360 (meters)                     COMP
 AB7422  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AB7422  ELLIP HEIGHT-         140.77  (meters)          (09/22/04) GPS OBS
 AB7422  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AB7422  DYNAMIC HT  -         171.371 (meters)     562.24  (feet)  COMP
 AB7422  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 AB7422
 AB7422  HORZ ORDER  -  A
 AB7422  VERT ORDER  -  FIRST     CLASS II
 AB7422  ELLP ORDER  -  FOURTH    CLASS I
 AB7422
 AB7422.This is a reference station for the ST. LOUIS 3
 AB7422.National Continuously Operating Reference Station (STL3).
 AB7422
 AB7422.The horizontal coordinates were established by GPS observations
 AB7422.and adjusted by the National Geodetic Survey in May 1997..
 AB7422
 AB7422.The orthometric height was determined by differential leveling
 AB7422.and adjusted by the National Geodetic Survey in July 2002..
 AB7422
 AB7422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7422
 AB7422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7422
 AB7422.The ellipsoidal height was determined by GPS observations
 AB7422.and is referenced to NAD 83.
 AB7422
 AB7422.The geoid height was determined by GEOID03.
 AB7422
 AB7422.The dynamic height is computed by dividing the NAVD 88
 AB7422.geopotential number by the normal gravity value computed on the
 AB7422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7422.degrees latitude (g = 980.6199 gals.).
 AB7422
 AB7422.The modeled gravity was interpolated from observed gravity values.
 AB7422
 AB7422;                    North         East     Units Scale Factor Converg.
 AB7422;SPC IL W     -   215,893.619   735,596.485   MT  0.99995677   +0 15 18.2
 AB7422;SPC IL W     -   708,310.98  2,413,369.47   sFT  0.99995677   +0 15 18.2
 AB7422;UTM  16      - 4,277,244.607   259,862.144   MT  1.00031019   -1 43 18.7
 AB7422
 AB7422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7422!SPC IL W     -   0.99997791  x   0.99995677  =   0.99993468
 AB7422!UTM  16      -   0.99997791  x   1.00031019  =   1.00028810
 AB7422
 AB7422                          SUPERSEDED SURVEY CONTROL
 AB7422
 AB7422  ELLIP H (05/20/97)  140.82   (m)                       GP(       ) 1 1
 AB7422  NAVD 88 (05/20/97)  171.48   (m)          562.6    (f) LEVELING    3  
 AB7422
 AB7422.Superseded values are not recommended for survey control.
 AB7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7422.See file dsdata.txt to determine how the superseded data were derived.
 AB7422
 AB7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH5986277245(NAD 83)
 AB7422_MARKER: I = METAL ROD
 AB7422_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7422_STAMPING: LOUIS USACE A 1996
 AB7422_MARK LOGO: NGS   
 AB7422_PROJECTION: RECESSED 2 CENTIMETERS
 AB7422_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7422+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB7422_ROD/PIPE-DEPTH: 8.5  meters
 AB7422_SLEEVE-DEPTH  : 1.0 meters
 AB7422
 AB7422  HISTORY     - Date     Condition        Report By
 AB7422  HISTORY     - 1996     MONUMENTED       NGS
 AB7422
 AB7422                          STATION DESCRIPTION
 AB7422
 AB7422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 AB7422'THE STATION IS LOCATED ON USACE PROPERTY, A KEY TO THE GATE CAN BE
 AB7422'OBTAINED FROM THE ST LOUIS USACE OFFICE, MR BOB MESKO 314-331-8385.
 AB7422'THE STATION IS LOCATED ON BERGER HILL ABOUT 1 MILE (1.6 KM) NORTH OF
 AB7422'SUMMERFIELD, IL.  TO REACH THE STATION FROM THE POST OFFICE IN
 AB7422'SUMMERFIELD PROCEED NORTH 0.25 MI (0.40 KM) ALONG MAIN ST/COUNTY R40
 AB7422'TO THE INTERSECTION OF MAIN ST/COUNTY R40 AND OLD ROUTE 50, CONTINUE
 AB7422'NORTH, 0.55 MI (0.89 KM) TO A GATE AND GRAVEL ROAD LEFT.  PROCEED WEST
 AB7422'THROUGH THE GATE 0.3 MI (0.5 KM) TO A MICROWAVE TOWER AND THE STATION
 AB7422'ON THE LEFT.  THE STATION IS NEARLY INLINE WITH THE SOUTHERN EAST-WEST
 AB7422'SECTION, AND 115 FEET (35.1 M) EAST OF THE SOUTHEAST CORNER, OF A
 AB7422'METAL FENCE AROUND A MICROWAVE TOWER.  THE STATION IS 107 FT (32.6 M)
 AB7422'NORTHEAST OF THE EASTERNMOST OF TWO SHORT GRAY TOWERS, 4 FT (1.2 M)
 AB7422'OUTSIDE THE EASTERN EDGE OF A CIRCLE OF USACE CARSONITE WITNESS POSTS
 AB7422'DELINEATING THE BOUNDARY OF AN ANTENNA GROUND PLANE, AND 7 FT (2.1 M)
 AB7422'WEST OF AN NGS WITNESS POST.  THE STATION IS A SS ROD WITH SLEEVE
 AB7422'UNDER A NGS LOGOCAP RECESSED 2 CM BELOW GROUND LEVEL.  THE LOGOCAP IS
 AB7422'STAMPED LOUIS USACE A 1996.  THE MARK IS 158 FT (48.2 M) EAST OF
 AB7422'AZIMUTH MARK BERGER RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7423 ***********************************************************************
 AB7423  FBN         -  This is a Federal Base Network Control Station.
 AB7423  DESIGNATION -  LOUIS USACE B
 AB7423  PID         -  AB7423
 AB7423  STATE/COUNTY-  IL/ST CLAIR
 AB7423  USGS QUAD   -  LEBANON (1991)
 AB7423
 AB7423                         *CURRENT SURVEY CONTROL
 AB7423  ___________________________________________________________________
 AB7423* NAD 83(1997)-  38 36 42.07690(N)    089 45 10.90328(W)     ADJUSTED  
 AB7423* NAVD 88     -       155.230  (meters)     509.28   (feet)  ADJUSTED  
 AB7423  ___________________________________________________________________
 AB7423  X           -      21,511.034 (meters)                     COMP
 AB7423  Y           -  -4,990,392.782 (meters)                     COMP
 AB7423  Z           -   3,958,802.462 (meters)                     COMP
 AB7423  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AB7423  ELLIP HEIGHT-         124.51  (meters)          (09/15/03) GPS OBS
 AB7423  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 AB7423  DYNAMIC HT  -         155.134 (meters)     508.97  (feet)  COMP
 AB7423  MODELED GRAV-     980,006.7   (mgal)                       NAVD 88
 AB7423
 AB7423  HORZ ORDER  -  A
 AB7423  VERT ORDER  -  FIRST     CLASS II
 AB7423  ELLP ORDER  -  FOURTH    CLASS I
 AB7423
 AB7423.This is a reference station for the ST. LOUIS 3
 AB7423.National Continuously Operating Reference Station (STL3).
 AB7423
 AB7423.The horizontal coordinates were established by GPS observations
 AB7423.and adjusted by the National Geodetic Survey in May 1997..
 AB7423
 AB7423.The orthometric height was determined by differential leveling
 AB7423.and adjusted by the National Geodetic Survey in July 2002..
 AB7423
 AB7423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7423
 AB7423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7423
 AB7423.The ellipsoidal height was determined by GPS observations
 AB7423.and is referenced to NAD 83.
 AB7423
 AB7423.The geoid height was determined by GEOID03.
 AB7423
 AB7423.The dynamic height is computed by dividing the NAVD 88
 AB7423.geopotential number by the normal gravity value computed on the
 AB7423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7423.degrees latitude (g = 980.6199 gals.).
 AB7423
 AB7423.The modeled gravity was interpolated from observed gravity values.
 AB7423
 AB7423;                    North         East     Units Scale Factor Converg.
 AB7423;SPC IL W     -   215,945.765   736,024.948   MT  0.99995715   +0 15 29.3
 AB7423;SPC IL W     -   708,482.06  2,414,775.18   sFT  0.99995715   +0 15 29.3
 AB7423;UTM  16      - 4,277,281.954   260,292.303   MT  1.00030765   -1 43 07.7
 AB7423
 AB7423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7423!SPC IL W     -   0.99998046  x   0.99995715  =   0.99993762
 AB7423!UTM  16      -   0.99998046  x   1.00030765  =   1.00028811
 AB7423
 AB7423                          SUPERSEDED SURVEY CONTROL
 AB7423
 AB7423  ELLIP H (05/20/97)  124.59   (m)                       GP(       ) 1 1
 AB7423  NAVD 88 (05/20/97)  155.23   (m)          509.3    (f) LEVELING    3  
 AB7423
 AB7423.Superseded values are not recommended for survey control.
 AB7423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7423.See file dsdata.txt to determine how the superseded data were derived.
 AB7423
 AB7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH6029277282(NAD 83)
 AB7423_MARKER: I = METAL ROD
 AB7423_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7423_STAMPING: LOUIS B USACE 1996
 AB7423_MARK LOGO: NGS   
 AB7423_PROJECTION: FLUSH
 AB7423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7423+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 AB7423_ROD/PIPE-DEPTH: 15.8 meters
 AB7423_SLEEVE-DEPTH  : 1.00 meters
 AB7423
 AB7423  HISTORY     - Date     Condition        Report By
 AB7423  HISTORY     - 1996     MONUMENTED       NGS
 AB7423  HISTORY     - 19970422 GOOD             NGS
 AB7423  HISTORY     - 19990830 GOOD             ILDT
 AB7423  HISTORY     - 20020812 GOOD             NGS
 AB7423
 AB7423                          STATION DESCRIPTION
 AB7423
 AB7423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 AB7423'THE STATION IS LOCATED ON USACE PROPERTY, A KEY TO THE GATE CAN BE
 AB7423'OBTAINED FROM THE ST LOUIS USACE OFFICE, MR BOB MESKO 313-331-8385. TO
 AB7423'REACH THE STATION FROM THE POST OFFICE IN SUMMERFIELD, IL, PROCEED
 AB7423'NORTH 0.25 MI (0.40 KM) ALONG MAIN ST/COUNTY R40 TO THE INTERSECTION
 AB7423'OF MAIN ST/COUNTY R40 AND OLD ROUTE 50, CONTINUE NORTH, 0.55 MI (0.89
 AB7423'KM) TO A GATE AND GRAVEL ROAD LEFT.  PROCEED WEST THROUGH THE GATE
 AB7423'0.08 MI (0.13 KM) UP THE GRAVEL ROAD TO THE STATION ON THE LEFT.  THE
 AB7423'STATION IS 242 FT (73.8 M) WEST OF THE C/L OF COUNTY R40, 21 FT (6.4
 AB7423'M) SOUTH AND DIRECTLY ACROSS THE GRAVEL ROAD FROM THE FIRST POWER POLE
 AB7423'ALONG THE GRAVEL ROAD, 10 FT (3.0 M) SOUTH OF THE C/L OF THE GRAVEL
 AB7423'ROAD, AND 1.5 FT (0.5 M) NORTH OF A NGS WITNESS POST.  THE STATION IS
 AB7423'A SS ROD WITH SLEEVE UNDER A NGS LOGOCAP RECESSED 2 CM BELOW THE
 AB7423'GROUND LEVEL.  THE LOGOCAP IS STAMPED LOUIS USACE B 1996.
 AB7423
 AB7423                          STATION RECOVERY (1997)
 AB7423
 AB7423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AB7423'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF LEBANON, IL,
 AB7423'ABOUT 1.3 KM (0.80 MI) NORTH OF SUMMERFIELD, IL, ABOUT 0.14 KM (0.10
 AB7423'MI) WEST OF COUNTY ROAD R40, ALONG THE SOUTH SIDE OF A GRAVEL TRACK
 AB7423'ROAD LEADING TO THE MICROWAVE TOWER AND CORS ANTENNA, SOUTH OF AND
 AB7423'ACROSS THE ROAD FROM A UTILITY POLE AND JUST NORTH OF A WITNESS POST.
 AB7423'OWNERSHIP--U.S. ARMY CORPS OF ENGINEERS.  ST. LOUIS USACE OFFICE
 AB7423'CONTACTS ARE, MR. STEVE JOHSON PHONE 314-331-8378, MR. BOB MESKO 8385,
 AB7423'MR. STEVE JOHNSON 8676, OR MISS PATTIE FISHER 8391. NOTE--CONTACT ST
 AB7423'LOUIS USACE OFFICE 1-WEEK IN ADVANCE TO OBTAIN A KEY TO A LOCKED
 AB7423'ACCESS GATE AT THE CORS SITE, BETWEEN 6-AM AND 3-PM MONDAY-FRIDAY.
 AB7423'NOTE--THIS STATION IS A REFERENCE STATION TO THE CORS ANTENNA.  TO
 AB7423'REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 50 AND COUNTY
 AB7423'ROAD R40 NEAR THE NORTH SIDE OF SUMMERFIELD, GO NORTH, 0.89 KM (0.55
 AB7423'MI) ALONG ROAD R40 TO A GATE AND GRAVEL TRACK ROAD ON THE LEFT.  TURN
 AB7423'LEFT, WEST, 0.14 KM (0.10 MI) THROUGH THE GATE AND ALONG THE TRACK
 AB7423'ROAD TO THE STATION ON THE LEFT, NEAR THE SOUTH EDGE OF THE TRACK
 AB7423'ROAD.  IT IS 144.0 M (472.4 FT) WEST OF THE COUNTY ROAD R40 CENTER,
 AB7423'6.2 M (20.3 FT) SOUTH OF AND ACROSS THE TRACK ROAD FROM THE 1ST
 AB7423'UTILITY POLE WEST OF ROAD R40, 3.0 M (9.8 FT) SOUTH OF THE TRACK ROAD
 AB7423'CENTER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE STATION IS
 AB7423'ABOUT 0.3 M (1.0 FT) BELOW THE TRACK ROAD LEVEL AND FLUSH WITH THE
 AB7423'GROUND SURFACE.  BY R.G. HAYES  NOTE--THE DATUM POINT IS A CENTER
 AB7423'PUNCH ON THE TOP OF A STAINLESS STEEL ROD RECESSED ABOUT 10-CM BELOW
 AB7423'THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 15.8 M, (51.8 FT) IN A
 AB7423'GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC PIPE
 AB7423'WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT
 AB7423'IS THROUGH THE 5-INCH LOGO CAP.
 AB7423
 AB7423                          STATION RECOVERY (1999)
 AB7423
 AB7423'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RB)
 AB7423'RECOVERED AS DESCRIBED
 AB7423' 
 AB7423'
 AB7423
 AB7423                          STATION RECOVERY (2002)
 AB7423
 AB7423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JK)
 AB7423'RECOVERED AS DESCRIBED
 AB7423'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1661 ***********************************************************************
 JB1661  DESIGNATION -  LOUISVILLE MUNICIPAL TANK
 JB1661  PID         -  JB1661
 JB1661  STATE/COUNTY-  IL/CLAY
 JB1661  USGS QUAD   -  LOUISVILLE EAST (1985)
 JB1661
 JB1661                         *CURRENT SURVEY CONTROL
 JB1661  ___________________________________________________________________
 JB1661* NAD 83(1997)-  38 46 21.99498(N)    088 29 53.87951(W)     ADJUSTED  
 JB1661* NAVD 88     -                                                        
 JB1661  ___________________________________________________________________
 JB1661  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 JB1661  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JB1661
 JB1661  HORZ ORDER  -  THIRD
 JB1661
 JB1661.The horizontal coordinates were established by classical geodetic methods
 JB1661.and adjusted by the National Geodetic Survey in October 1999..
 JB1661
 JB1661
 JB1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1661
 JB1661.The geoid height was determined by GEOID03.
 JB1661
 JB1661;                    North         East     Units Scale Factor Converg.
 JB1661;SPC IL E     -   233,766.751   285,664.303   MT  0.99997753   -0 06 11.9
 JB1661;SPC IL E     -   766,949.75    937,216.97   sFT  0.99997753   -0 06 11.9
 JB1661;UTM  16      - 4,292,627.703   369,842.413   MT  0.99980861   -0 56 18.3
 JB1661
 JB1661                          SUPERSEDED SURVEY CONTROL
 JB1661
 JB1661  NAD 83(1997)-  38 46 22.00783(N)    088 29 53.87696(W) AD(       ) 4
 JB1661  NAD 83(1986)-  38 46 22.00817(N)    088 29 53.87676(W) AD(       ) 4
 JB1661  NAD 27      -  38 46 21.83992(N)    088 29 53.70397(W) AD(       ) 3
 JB1661
 JB1661.Superseded values are not recommended for survey control.
 JB1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1661.See file dsdata.txt to determine how the superseded data were derived.
 JB1661
 JB1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6984292628(NAD 83)
 JB1661_MARKER: 53 = ELEVATED TANK
 JB1661
 JB1661  HISTORY     - Date     Condition        Report By
 JB1661  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1661
 JB1661                          STATION DESCRIPTION
 JB1661
 JB1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1661'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A 4 LEGGED
 JB1661'STEEL STRUCTURE
 JB1661'PAINTED SILVER WITH AN OVERALL HEIGHT OF ABOUT 80
 JB1661'FEET.  IT IS LOCATED IN THE EAST
 JB1661'EDGE OF LOUISVILLE AND OWNED AND
 JB1661'OPERATED BY THE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1769 ***********************************************************************
 JB1769  DESIGNATION -  LOUISVILLE RADIO KSJ 259 MAST
 JB1769  PID         -  JB1769
 JB1769  STATE/COUNTY-  IL/CLAY
 JB1769  USGS QUAD   -  LOUISVILLE WEST (1985)
 JB1769
 JB1769                         *CURRENT SURVEY CONTROL
 JB1769  ___________________________________________________________________
 JB1769* NAD 83(1997)-  38 46 16.53104(N)    088 30 05.30801(W)     ADJUSTED  
 JB1769* NAVD 88     -                                                        
 JB1769  ___________________________________________________________________
 JB1769  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 JB1769  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JB1769
 JB1769  HORZ ORDER  -  THIRD
 JB1769
 JB1769.The horizontal coordinates were established by classical geodetic methods
 JB1769.and adjusted by the National Geodetic Survey in October 1999..
 JB1769
 JB1769
 JB1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1769
 JB1769.The geoid height was determined by GEOID03.
 JB1769
 JB1769;                    North         East     Units Scale Factor Converg.
 JB1769;SPC IL E     -   233,598.768   285,388.120   MT  0.99997763   -0 06 19.1
 JB1769;SPC IL E     -   766,398.62    936,310.86   sFT  0.99997763   -0 06 19.1
 JB1769;UTM  16      - 4,292,463.792   369,563.858   MT  0.99980951   -0 56 25.3
 JB1769
 JB1769                          SUPERSEDED SURVEY CONTROL
 JB1769
 JB1769  NAD 83(1986)-  38 46 16.54429(N)    088 30 05.30520(W) AD(       ) 4
 JB1769  NAD 27      -  38 46 16.37577(N)    088 30 05.13208(W) AD(       ) 3
 JB1769
 JB1769.Superseded values are not recommended for survey control.
 JB1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1769.See file dsdata.txt to determine how the superseded data were derived.
 JB1769
 JB1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH6956492464(NAD 83)
 JB1769_MARKER: 42 = RADIO/TV MAST
 JB1769
 JB1769  HISTORY     - Date     Condition        Report By
 JB1769  HISTORY     - 1961     FIRST OBSERVED   CGS
 JB1769
 JB1769                          STATION DESCRIPTION
 JB1769
 JB1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1769'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A STEEL PIPE
 JB1769'STRUCTURE WITH A
 JB1769'SPIKE ON THE TOP.  IT IS PAINTED SILVER AND HAS AN
 JB1769'OVERALL HEIGHT OF 150 FEET.
 JB1769'
 JB1769'IT IS LOCATED AT THE SOUTHWEST CORNER OF THE COURT HOUSE SQUARE IN
 JB1769'LOUISVILLE AND IS OWNED
 JB1769'AND OPERATED BY THE WABASH TELEPHONE CO-OP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1900 ***********************************************************************
 LC1900  DESIGNATION -  LOURDS CATHOLIC CHURCH SPIRE
 LC1900  PID         -  LC1900
 LC1900  STATE/COUNTY-  IL/WOODFORD
 LC1900  USGS QUAD   -  GERMANTOWN HILLS (1995)
 LC1900
 LC1900                         *CURRENT SURVEY CONTROL
 LC1900  ___________________________________________________________________
 LC1900* NAD 83(1997)-  40 47 29.41251(N)    089 27 46.80796(W)     ADJUSTED  
 LC1900* NAVD 88     -                                                        
 LC1900  ___________________________________________________________________
 LC1900  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LC1900  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LC1900
 LC1900  HORZ ORDER  -  THIRD
 LC1900
 LC1900.The horizontal coordinates were established by classical geodetic methods
 LC1900.and adjusted by the National Geodetic Survey in October 1999..
 LC1900
 LC1900
 LC1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1900
 LC1900.The geoid height was determined by GEOID03.
 LC1900
 LC1900;                    North         East     Units Scale Factor Converg.
 LC1900;SPC IL W     -   458,111.201   759,385.833   MT  0.99998457   +0 27 35.0
 LC1900;SPC IL W     - 1,502,986.50  2,491,418.35   sFT  0.99998457   +0 27 35.0
 LC1900;UTM  16      - 4,518,531.342   292,196.883   MT  1.00013153   -1 36 34.8
 LC1900
 LC1900                          SUPERSEDED SURVEY CONTROL
 LC1900
 LC1900  NAD 83(1986)-  40 47 29.42468(N)    089 27 46.81234(W) AD(       ) 4
 LC1900  NAD 27      -  40 47 29.29000(N)    089 27 46.48000(W) AD(       ) 3
 LC1900
 LC1900.Superseded values are not recommended for survey control.
 LC1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1900.See file dsdata.txt to determine how the superseded data were derived.
 LC1900
 LC1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL9219718531(NAD 83)
 LC1900_MARKER: 90 = CHURCH SPIRE
 LC1900
 LC1900  HISTORY     - Date     Condition        Report By
 LC1900  HISTORY     - 1939     FIRST OBSERVED   CGS
 LC1900  HISTORY     - 19981028 GOOD             USPSQD
 LC1900
 LC1900                          STATION DESCRIPTION
 LC1900
 LC1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1900'POINT OBSERVED UPON WAS THE TIP OF THE SPIRE AT THE BASE
 LC1900'OF THE CROSS OF THE CATHOLIC CHURCH IN THE SETTLEMENT OF
 LC1900'LOURDS, WHICH IS APPROXIMATELY 5 MILES WEST OF THE TOWN OF
 LC1900'METAMORA.  THE CHURCH IS A GREY BRICK BUILDING WITH A WHITE
 LC1900'PAINTED SPIRE AND CROSS APPROXIMATELY 50 FEET HIGH.
 LC1900'
 LC1900'OBSERVED UPON FROM TRIANGULATION STATIONS DURST AND PEORIA
 LC1900'HEIGHTS (I.R.S.)
 LC1900'
 LC1900'AN INTERSECTION STATION.
 LC1900
 LC1900                          STATION RECOVERY (1998)
 LC1900
 LC1900'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH1459 ***********************************************************************
 NH1459  DESIGNATION -  LOVES PARK BARBER COLEMAN TK
 NH1459  PID         -  NH1459
 NH1459  STATE/COUNTY-  IL/WINNEBAGO
 NH1459  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH1459
 NH1459                         *CURRENT SURVEY CONTROL
 NH1459  ___________________________________________________________________
 NH1459* NAD 83(1997)-  42 19 12.38995(N)    089 02 23.27706(W)     ADJUSTED  
 NH1459* NAVD 88     -                                                        
 NH1459  ___________________________________________________________________
 NH1459  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 NH1459  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NH1459
 NH1459  HORZ ORDER  -  THIRD
 NH1459
 NH1459.The horizontal coordinates were established by classical geodetic methods
 NH1459.and adjusted by the National Geodetic Survey in October 1999..
 NH1459
 NH1459
 NH1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 NH1459
 NH1459.The geoid height was determined by GEOID03.
 NH1459
 NH1459;                    North         East     Units Scale Factor Converg.
 NH1459;SPC IL W     -   628,252.000   792,887.558   MT  1.00004730   +0 45 31.5
 NH1459;SPC IL W     - 2,061,190.10  2,601,331.93   sFT  1.00004730   +0 45 31.5
 NH1459;UTM  16      - 4,687,333.373   331,914.607   MT  0.99994763   -1 22 25.2
 NH1459
 NH1459                          SUPERSEDED SURVEY CONTROL
 NH1459
 NH1459  NAD 83(1997)-  42 19 12.38992(N)    089 02 23.27796(W) AD(       ) 4
 NH1459  NAD 83(1997)-  42 19 12.38667(N)    089 02 23.27844(W) AD(       ) 4
 NH1459  NAD 83(1986)-  42 19 12.38497(N)    089 02 23.28022(W) AD(       ) 4
 NH1459  NAD 27      -  42 19 12.31700(N)    089 02 22.89600(W) AD(       ) 3
 NH1459
 NH1459.Superseded values are not recommended for survey control.
 NH1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH1459.See file dsdata.txt to determine how the superseded data were derived.
 NH1459
 NH1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM3191587333(NAD 83)
 NH1459_MARKER: 53 = ELEVATED TANK
 NH1459
 NH1459  HISTORY     - Date     Condition        Report By
 NH1459  HISTORY     - 1954     FIRST OBSERVED   CGS
 NH1459  HISTORY     - 19970316 GOOD             USPSQD
 NH1459
 NH1459                          STATION DESCRIPTION
 NH1459
 NH1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 NH1459'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 NH1459'WATER TANK, LOCATED IN THE NORTHEAST SECTION OF LOVES PARK,
 NH1459'AT THE NORTH END OF A VERY LARGE FACTORY BUILDING AT THE
 NH1459'BARBER-COLMAN PLANT, ABOUT 600 FEET NORTH OF CLIFFORD AVENUE,
 NH1459'0.75 MILE EAST OF STATE HIGHWAY 51 AND 0.8 MILE WEST OF STATE
 NH1459'HIGHWAY 173.  IT IS AN OVAL BOTTOMED, OVAL TOP TANK, WITH
 NH1459'VERTICAL SIDES ATOP A 4 LEGGED STEEL STRUCTURE.  IT IS
 NH1459'ABOUT 121 FEET HIGH AND IS PAINTED SILVER.
 NH1459
 NH1459                          STATION RECOVERY (1997)
 NH1459
 NH1459'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1306 ***********************************************************************
 KB1306  DESIGNATION -  LOVINGTON MUNICIPAL TANK
 KB1306  PID         -  KB1306
 KB1306  STATE/COUNTY-  IL/MOULTRIE
 KB1306  USGS QUAD   -  LOVINGTON (1983)
 KB1306
 KB1306                         *CURRENT SURVEY CONTROL
 KB1306  ___________________________________________________________________
 KB1306* NAD 83(1997)-  39 42 54.57308(N)    088 38 04.80524(W)     ADJUSTED  
 KB1306* NAVD 88     -                                                        
 KB1306  ___________________________________________________________________
 KB1306  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 KB1306  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KB1306
 KB1306  HORZ ORDER  -  THIRD
 KB1306
 KB1306.The horizontal coordinates were established by classical geodetic methods
 KB1306.and adjusted by the National Geodetic Survey in October 1999..
 KB1306
 KB1306
 KB1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1306
 KB1306.The geoid height was determined by GEOID03.
 KB1306
 KB1306;                    North         East     Units Scale Factor Converg.
 KB1306;SPC IL E     -   338,418.103   274,161.885   MT  0.99998322   -0 11 33.2
 KB1306;SPC IL E     - 1,110,293.39    899,479.45   sFT  0.99998322   -0 11 33.2
 KB1306;UTM  16      - 4,397,420.810   359,883.647   MT  0.99984171   -1 02 40.8
 KB1306
 KB1306                          SUPERSEDED SURVEY CONTROL
 KB1306
 KB1306  NAD 83(1986)-  39 42 54.58430(N)    088 38 04.79695(W) AD(       ) 4
 KB1306  NAD 27      -  39 42 54.45958(N)    088 38 04.57146(W) AD(       ) 3
 KB1306
 KB1306.Superseded values are not recommended for survey control.
 KB1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1306.See file dsdata.txt to determine how the superseded data were derived.
 KB1306
 KB1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ5988497421(NAD 83)
 KB1306_MARKER: 53 = ELEVATED TANK
 KB1306
 KB1306  HISTORY     - Date     Condition        Report By
 KB1306  HISTORY     - 1980     FIRST OBSERVED   NGS
 KB1306
 KB1306                          STATION DESCRIPTION
 KB1306
 KB1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1306'THE STATION, LOVINGTON MUNICIPAL WATER TANK, IS THE TOP CENTER OF
 KB1306'A 4-LEGGED, 120 FEET, RED, WHITE AND BLUE ELEVATED WATER TANK WITH
 KB1306'BLACK LETTERING (LOVINGTON) AND IS OWNED BY THE CITY OF LOVINGTON.
 KB1306'
 KB1306'THE STATION IS LOCATED WEST OF THE BUSINESS DISTRICT OF LOVINGTON,
 KB1306'NORTHWEST OF THE JUNCTION OF SOUTH COUNTY STREET AND WEST
 KB1306'BUCK STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1293 ***********************************************************************
 JB1293  DESIGNATION -  LOW
 JB1293  PID         -  JB1293
 JB1293  STATE/COUNTY-  IL/WASHINGTON
 JB1293  USGS QUAD   -  ADDIEVILLE (1974)
 JB1293
 JB1293                         *CURRENT SURVEY CONTROL
 JB1293  ___________________________________________________________________
 JB1293* NAD 83(1997)-  38 25 26.76417(N)    089 29 44.89057(W)     ADJUSTED  
 JB1293* NAVD 88     -       136.433  (meters)     447.61   (feet)  ADJUSTED  
 JB1293  ___________________________________________________________________
 JB1293  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JB1293  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB1293  DYNAMIC HT  -         136.348 (meters)     447.34  (feet)  COMP
 JB1293  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 JB1293
 JB1293  HORZ ORDER  -  SECOND
 JB1293  VERT ORDER  -  SECOND    CLASS 0
 JB1293
 JB1293.The horizontal coordinates were established by classical geodetic methods
 JB1293.and adjusted by the National Geodetic Survey in October 1999..
 JB1293
 JB1293.The orthometric height was determined by differential leveling
 JB1293.and adjusted by the National Geodetic Survey in June 1991..
 JB1293
 JB1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1293
 JB1293.The geoid height was determined by GEOID03.
 JB1293
 JB1293.The dynamic height is computed by dividing the NAVD 88
 JB1293.geopotential number by the normal gravity value computed on the
 JB1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1293.degrees latitude (g = 980.6199 gals.).
 JB1293
 JB1293.The modeled gravity was interpolated from observed gravity values.
 JB1293
 JB1293;                    North         East     Units Scale Factor Converg.
 JB1293;SPC IL W     -   195,255.656   758,579.520   MT  0.99998342   +0 25 01.0
 JB1293;SPC IL W     -   640,601.26  2,488,772.98   sFT  0.99998342   +0 25 01.0
 JB1293;UTM  16      - 4,255,821.751   282,127.275   MT  1.00018462   -1 33 06.1
 JB1293
 JB1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1293!SPC IL W     -   0.99998334  x   0.99998342  =   0.99996676
 JB1293!UTM  16      -   0.99998334  x   1.00018462  =   1.00016795
 JB1293
 JB1293:                Primary Azimuth Mark                     Grid Az
 JB1293:SPC IL W     -  ADDIEVILLE LION UN CH CHRIST             168 50 20.5
 JB1293:UTM  16      -  ADDIEVILLE LION UN CH CHRIST             170 48 27.6
 JB1293
 JB1293|---------------------------------------------------------------------|
 JB1293| PID    Reference Object                     Distance      Geod. Az  |
 JB1293|                                                           dddmmss.s |
 JB1293| JB1907 ADDIEVILLE LION UN CH CHRIST        APPROX. 3.7 KM 1691521.5 |
 JB1293| CI4539 LOW RM 1                              9.131 METERS 17510     |
 JB1293| CI4538 LOW AZ MK                                          1775933.1 |
 JB1293| CI4540 LOW RM 2                              6.515 METERS 26830     |
 JB1293| JB1908 OKAWVILLE MUNICIPAL TANK            APPROX. 5.0 KM 2814446.8 |
 JB1293|---------------------------------------------------------------------|
 JB1293
 JB1293                          SUPERSEDED SURVEY CONTROL
 JB1293
 JB1293  NAD 83(1986)-  38 25 26.77894(N)    089 29 44.88829(W) AD(       ) 2
 JB1293  NAD 27      -  38 25 26.59944(N)    089 29 44.57239(W) AD(       ) 2
 JB1293  NGVD 29 (??/??/92)  136.555  (m)          448.01   (f) ADJ UNCH    2 0
 JB1293
 JB1293.Superseded values are not recommended for survey control.
 JB1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1293.See file dsdata.txt to determine how the superseded data were derived.
 JB1293
 JB1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH8212755822(NAD 83)
 JB1293_MARKER: DS = TRIANGULATION STATION DISK
 JB1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1293_STAMPING: LOW 1961
 JB1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1293+STABILITY: SURFACE MOTION
 JB1293
 JB1293  HISTORY     - Date     Condition        Report By
 JB1293  HISTORY     - 1961     MONUMENTED       CGS
 JB1293  HISTORY     - 1961     GOOD             CGS
 JB1293
 JB1293                          STATION DESCRIPTION
 JB1293
 JB1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB1293'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF OKAWVILLE,
 JB1293'ABOUT 2-1/2 MILES NORTH-NORTHWEST OF ADDIEVILLE AND ABOUT 1-1/4
 JB1293'MILES SOUTH OF STATE HIGHWAY 177.
 JB1293'
 JB1293'TO REACH THE STATION FROM THE POST OFFICE IN OKAWVILLE, GO NORTH ON
 JB1293'NASHVILLE STREET FOR 0.1 MILE TO HIGH STREET, TURN RIGHT, GO
 JB1293'EASTERLY ON (HIGH STREET) STATE HIGHWAY 177 FOR 3.1 MILES TO A SIDE
 JB1293'ROAD RIGHT, TURN RIGHT, GO SOUTH ON OILED ROAD FOR 1.25 MILES TO A
 JB1293'SMALL CONCRETE BRIDGE, A SIDE ROAD RIGHT AND THE STATION ON THE
 JB1293'RIGHT AS DESCRIBED.
 JB1293'
 JB1293'THE STATION, A STANDARD TRAVERSE DISK SET IN TOP OF A 12 INCH SQUARE
 JB1293'CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JB1293'IS STAMPED LOW 1961.  THE MARK IS 31 FEET NORTH OF CENTER OF ROAD,
 JB1293'24 FEET WEST OF CENTER OF ROAD, 15 FEET NORTHWEST OF THE CENTER OF
 JB1293'THE WEST END OF SMALL CONCRETE BRIDGE, 4 FEET WEST-NORTHWEST OF
 JB1293'TELEPHONE POLE AND 2.6 FEET SOUTHWEST OF WITNESS POST.
 JB1293'
 JB1293'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12
 JB1293'INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF THE
 JB1293'GROUND AND IS STAMPED LOW NO 1 1961.  THE MARK IS 59 FEET SOUTH OF
 JB1293'CENTER OF ROAD, 18.5 FEET WEST OF CENTER OF ROAD AND 2 FEET
 JB1293'NORTHEAST OF TELEPHONE POLE.
 JB1293'
 JB1293'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A
 JB1293'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE OF
 JB1293'THE GROUND AND IS STAMPED LOW NO 2 1961.  THE MARK IS 98 FEET WEST
 JB1293'OF CENTER OF ROAD, 78 FEET WEST OF TELEPHONE POLE, 76.8 FEET WEST OF
 JB1293'WITNESS POST AND 27 FEET NORTH OF CENTER OF ROAD.
 JB1293'
 JB1293'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH
 JB1293'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED
 JB1293'LOW 1961.  THE MARK IS 19 FEET EAST OF CENTER OF ROAD, 2.5 FEET
 JB1293'SOUTH OF FENCE CORNER, 1.7 FEET NORTH OF WITNESS POST AND IS SET IN
 JB1293'THE NORTH-SOUTH FENCE LINE.
 JB1293'
 JB1293'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON OILED ROAD
 JB1293'FOR 0.35 MILE TO THE MARK ON LEFT (EAST) SIDE OF ROAD.
 JB1293'
 JB1293'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JB1293
 JB1293                          STATION RECOVERY (1961)
 JB1293
 JB1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JB1293'3.4 MI SE FROM OKAWVILLE.
 JB1293'ABOUT 0.10 MILE EAST ALONG WALNUT STREET FROM THE POST OFFICE
 JB1293'IN OKAWVILLE, THENCE 0.3 MILE SOUTH ALONG HANOVER STREET, THENCE
 JB1293'1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ALONG
 JB1293'A GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG AN OILED ROAD, AT THE
 JB1293'T JUNCTION OF A NORTH-SOUTH OILED ROAD, 32 FEET NORTH OF THE
 JB1293'CENTER LINE OF THE ROAD, 22 FEET WEST OF THE CENTER LINE OF THE
 JB1293'ROAD, 40 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 12.5 FEET
 JB1293'WEST-NORTHWEST OF THE NORTH END OF THE WEST HEADWALL OF A 10 FOOT
 JB1293'CONCRETE BRIDGE UNDER THE NORTH-SOUTH ROAD, 4 FEET WEST-NORTHWEST
 JB1293'OF A POWER POLE, 2.6 FEET SOUTHWEST OF A METAL WITNESS POST, 1
 JB1293'FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JB1293'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0386 ***********************************************************************
 JB0386  DESIGNATION -  LOW
 JB0386  PID         -  JB0386
 JB0386  STATE/COUNTY-  IL/JEFFERSON
 JB0386  USGS QUAD   -  MOUNT VERNON (1978)
 JB0386
 JB0386                         *CURRENT SURVEY CONTROL
 JB0386  ___________________________________________________________________
 JB0386* NAD 83(1997)-  38 17 35.76239(N)    088 56 01.46840(W)     ADJUSTED  
 JB0386* NAVD 88     -       147.708  (meters)     484.61   (feet)  ADJUSTED  
 JB0386  ___________________________________________________________________
 JB0386  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JB0386  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 JB0386  DYNAMIC HT  -         147.613 (meters)     484.29  (feet)  COMP
 JB0386  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JB0386
 JB0386  HORZ ORDER  -  THIRD
 JB0386  VERT ORDER  -  SECOND    CLASS 0
 JB0386
 JB0386.The horizontal coordinates were established by classical geodetic methods
 JB0386.and adjusted by the National Geodetic Survey in October 1999..
 JB0386
 JB0386.The orthometric height was determined by differential leveling
 JB0386.and adjusted by the National Geodetic Survey in June 1991..
 JB0386
 JB0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0386
 JB0386.The geoid height was determined by GEOID03.
 JB0386
 JB0386.The dynamic height is computed by dividing the NAVD 88
 JB0386.geopotential number by the normal gravity value computed on the
 JB0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0386.degrees latitude (g = 980.6199 gals.).
 JB0386
 JB0386.The modeled gravity was interpolated from observed gravity values.
 JB0386
 JB0386;                    North         East     Units Scale Factor Converg.
 JB0386;SPC IL E     -   180,697.034   247,476.487   MT  1.00000896   -0 22 19.5
 JB0386;SPC IL E     -   592,836.85    811,929.11   sFT  1.00000896   -0 22 19.5
 JB0386;UTM  16      - 4,240,123.222   330,893.500   MT  0.99995219   -1 11 55.0
 JB0386
 JB0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0386!SPC IL E     -   0.99998155  x   1.00000896  =   0.99999051
 JB0386!UTM  16      -   0.99998155  x   0.99995219  =   0.99993374
 JB0386
 JB0386:                Primary Azimuth Mark                     Grid Az
 JB0386:SPC IL E     -  LOW AZ MK                                087 30 42.1
 JB0386:UTM  16      -  LOW AZ MK                                088 20 17.6
 JB0386
 JB0386|---------------------------------------------------------------------|
 JB0386| PID    Reference Object                     Distance      Geod. Az  |
 JB0386|                                                           dddmmss.s |
 JB0386| JB0384 LOW AZ MK                                          0870822.6 |
 JB0386| JB0387 LOW RM 1                              9.131 METERS 09036     |
 JB0386| JB0385 LOW RM 2                              6.515 METERS 27153     |
 JB0386| JB1761 MT VERNON TRI CO ELEC RAD MAST      APPROX. 2.5 KM 3484517.7 |
 JB0386|---------------------------------------------------------------------|
 JB0386
 JB0386                          SUPERSEDED SURVEY CONTROL
 JB0386
 JB0386  NAD 83(1997)-  38 17 35.77557(N)    088 56 01.46705(W) AD(       ) 3
 JB0386  NAD 83(1986)-  38 17 35.77712(N)    088 56 01.46767(W) AD(       ) 3
 JB0386  NAD 27      -  38 17 35.59831(N)    088 56 01.22765(W) AD(       ) 3
 JB0386  NGVD 29 (??/??/92)  147.818  (m)          484.97   (f) ADJ UNCH    2 0
 JB0386
 JB0386.Superseded values are not recommended for survey control.
 JB0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0386.See file dsdata.txt to determine how the superseded data were derived.
 JB0386
 JB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH3089440123(NAD 83)
 JB0386_MARKER: DE = TRAVERSE STATION DISK
 JB0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0386_STAMPING: LOW 1960
 JB0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0386+STABILITY: SURFACE MOTION
 JB0386
 JB0386  HISTORY     - Date     Condition        Report By
 JB0386  HISTORY     - 1960     MONUMENTED       CGS
 JB0386  HISTORY     - 1960     GOOD             CGS
 JB0386  HISTORY     - 1961     GOOD             CGS
 JB0386
 JB0386                          STATION DESCRIPTION
 JB0386
 JB0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CAA)
 JB0386'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF MT VERNON, ABOUT
 JB0386'1.5 MILES SOUTH OF STATE
 JB0386'HIGHWAY 460, ABOUT 0.4 MILES NORTH OF STATE HIGHWAY
 JB0386'148 AND 0.2 MILE NORTHWEST OF THE
 JB0386'MISSOURI PACIFIC RAILROAD.
 JB0386'
 JB0386'THE STATION IS A STANDARD TRAVERSE DISK SET IN TOP OF A 10 INCH
 JB0386'SQUARE CONCRETE POST WHICH
 JB0386'IS SET FLUSH AND THE DISK IS STAMPED LOW 1960.  THE MARK
 JB0386'IS 118 FEET WEST OF A
 JB0386'POWERLINE POLE WITH A TRIANGLE BLAZE, 17 FEET
 JB0386'SOUTH OF THE CENTER OF ROAD AND 4.5 FEET
 JB0386'EAST OF WITNESS POST.
 JB0386'
 JB0386'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 JB0386'SQUARE IN MT VERNON, GO
 JB0386'SOUTH ON STATE HIGHWAY 137 FOR 1.2 MILES TO THE JUNCTION
 JB0386'OF STATE HIGHWAY 148, TURN
 JB0386'RIGHT, GO WEST ON STATE HIGHWAY 148 FOR
 JB0386'1.75 MILES TO CROSSROADS, TURN RIGHT, GO
 JB0386'NORTH FOR 0.4 MILE, TURN
 JB0386'LEFT, GO WEST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 JB0386'RIGHT AS
 JB0386'DESCRIBED, CONTINUE WEST FOR 0.15 MILE TO THE STATION TO THE LEFT AS
 JB0386'DESCRIBED.
 JB0386'
 JB0386'REFERENCE MARK NO 1 IS A STANDARD DISK SET IN TOP OF 10 INCH SQUARE
 JB0386'CONCRETE POST WHICH IS
 JB0386'SET FLUSH AND THE DISK IS STAMPED LOW NO 1 1960.  THE
 JB0386'MARK IS 88 FEET WEST OF
 JB0386'POWERLINE POLE WITH A TRIANGLE BLAZE, 34 FEET
 JB0386'EAST OF WITNESS POST AND 16 FEET SOUTH OF
 JB0386'THE CENTER OF ROAD.
 JB0386'
 JB0386'REFERENCE MARK NO 2 IS A STANDARD DISK SET IN TOP OF A 10 INCH SQUARE
 JB0386'CONCRETE POST WHICH IS SET
 JB0386'FLUSH AND THE DISK IS STAMPED LOW NO 2 1960.  THE
 JB0386'MARK IS 17.5 FEET SOUTH OF THE
 JB0386'CENTER OF ROAD AND 17.2 FEET WEST OF WITNESS POST.
 JB0386'
 JB0386'AZIMUTH MARK IS A STANDARD SET IN TOP OF A 10 INCH SQUARE CONCRETE
 JB0386'POST WHICH PROJECTS
 JB0386'ABOUT 4 INCHES AND THE DISK IS STAMPED LOW 1960.  THE
 JB0386'MARK IS 53 WEST-SOUTHWEST OF A
 JB0386'LARGE TREE, 22 FEET NORTH OF THE
 JB0386'CENTER OF ROAD AND 2.0 FEET NORTH OF WITNESS POST.
 JB0386'
 JB0386'HEIGHT OF LIGHT ABOVE STATION MARK 2.04 METERS.
 JB0386
 JB0386                          STATION RECOVERY (1960)
 JB0386
 JB0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JB0386'3.6 MI SW FROM MT VERNON.
 JB0386'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0386'AT MT. VERNON, THENCE 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 JB0386'148, THENCE 0.45 MILE NORTH ALONG AN OILED ROAD, THENCE 0.25
 JB0386'MILE WEST ALONG AN OILED ROAD, ABOUT 0.05 MILE WEST OF THE
 JB0386'JUNCTION OF A DIRT ROAD NORTH, 18 FEET SOUTH OF THE CENTER LINE
 JB0386'OF THE ROAD, 298 FEET WEST OF THE CENTER OF THE JUNCTION OF THE
 JB0386'ROAD NORTH, 118 FEET WEST OF THE FIRST POWER POLE WEST OF THE
 JB0386'JUNCTION, 4.6 FEET EAST-NORTHEAST OF A METAL WITNESS POST, ABOUT
 JB0386'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JB0386'WITH THE GROUND.
 JB0386
 JB0386                          STATION RECOVERY (1961)
 JB0386
 JB0386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 JB0386'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 JB0386'CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE, WITH THE EXCEPTIONS OF
 JB0386'SLIGHT DIFFERENCES IN THE DIRECTION TO REFERENCE MARK NO. 1 AND THE
 JB0386'DISTANCE TO REFERENCE MARK NO.2.
 JB0386'
 JB0386'THE SURFACE, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE AS
 JB0386'DESCRIBED.
 JB0386'
 JB0386'OBSERVATIONS WERE TAKEN FROM A 10 FOOT WOODEN STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1295 ***********************************************************************
 JB1295  DESIGNATION -  LOW AZ MK
 JB1295  PID         -  JB1295
 JB1295  STATE/COUNTY-  IL/WASHINGTON
 JB1295  USGS QUAD   -  ADDIEVILLE (1974)
 JB1295
 JB1295                         *CURRENT SURVEY CONTROL
 JB1295  ___________________________________________________________________
 JB1295* NAD 83(1986)-  38 25 09.     (N)    089 29 43.     (W)     SCALED    
 JB1295* NAVD 88     -       136.727  (meters)     448.58   (feet)  ADJUSTED  
 JB1295  ___________________________________________________________________
 JB1295  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JB1295  DYNAMIC HT  -         136.641 (meters)     448.30  (feet)  COMP
 JB1295  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 JB1295
 JB1295  VERT ORDER  -  SECOND    CLASS 0
 JB1295
 JB1295.The horizontal coordinates were scaled from a topographic map and have
 JB1295.an estimated accuracy of +/- 6 seconds.
 JB1295
 JB1295.The orthometric height was determined by differential leveling
 JB1295.and adjusted by the National Geodetic Survey in June 1991..
 JB1295
 JB1295.The geoid height was determined by GEOID03.
 JB1295
 JB1295.The dynamic height is computed by dividing the NAVD 88
 JB1295.geopotential number by the normal gravity value computed on the
 JB1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1295.degrees latitude (g = 980.6199 gals.).
 JB1295
 JB1295.The modeled gravity was interpolated from observed gravity values.
 JB1295
 JB1295;                    North         East    Units  Estimated Accuracy
 JB1295;SPC IL W     -   194,710.      758,630.      MT  (+/- 180 meters Scaled)
 JB1295
 JB1295                          SUPERSEDED SURVEY CONTROL
 JB1295
 JB1295  NGVD 29 (??/??/92)  136.849  (m)          448.98   (f) ADJ UNCH    2 0
 JB1295
 JB1295.Superseded values are not recommended for survey control.
 JB1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1295.See file dsdata.txt to determine how the superseded data were derived.
 JB1295
 JB1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH821552(NAD 83)
 JB1295_MARKER: DZ = AZIMUTH MARK DISK
 JB1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1295_STAMPING: LOW 1961
 JB1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1295+STABILITY: SURFACE MOTION
 JB1295
 JB1295  HISTORY     - Date     Condition        Report By
 JB1295  HISTORY     - 1961     MONUMENTED       CGS
 JB1295
 JB1295                          STATION DESCRIPTION
 JB1295
 JB1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1295'3.8 MI SE FROM OKAWVILLE.
 JB1295'ABOUT 0.10 MILE EAST ALONG WALNUT STREET FROM THE POST OFFICE IN
 JB1295'OKAWVILLE, THENCE 0.3 MILE SOUTH ALONG HANOVER STREET, THENCE
 JB1295'1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ALONG
 JB1295'A GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG AN OILED ROAD, THENCE
 JB1295'0.3 MILE SOUTH ALONG AN OILED ROAD, ABOUT 0.05 MILE SOUTH OF THE
 JB1295'JUNCTION OF A GRAVEL ROAD EAST, AT A FENCE CORNER EAST OF THE
 JB1295'ROAD, 19.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.5 FEET
 JB1295'WEST OF A FENCE, 2.5 FEET SOUTH OF THE FENCE CORNER, 132 FEET
 JB1295'SOUTH OF THE SECOND POWER POLE SOUTH OF THE JUNCTION OF THE
 JB1295'GRAVEL ROAD EAST, 1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT
 JB1295'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB1295'PROJECTING 4 INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM
 JB1295'THE LOUISVILLE AND NASHVILLE RAILROAD STATION IN ADDIEVILLE BY
 JB1295'GOING 1.4 MILES NORTH ALONG AN ASPHALT PAVED ROAD, THENCE 0.5
 JB1295'MILE WEST ALONG AN ASPHALT PAVED ROAD, THENCE 0.45 MILE NORTH
 JB1295'ALONG AN ASPHALT PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0384 ***********************************************************************
 JB0384  DESIGNATION -  LOW AZ MK
 JB0384  PID         -  JB0384
 JB0384  STATE/COUNTY-  IL/JEFFERSON
 JB0384  USGS QUAD   -  MOUNT VERNON (1978)
 JB0384
 JB0384                         *CURRENT SURVEY CONTROL
 JB0384  ___________________________________________________________________
 JB0384* NAD 83(1986)-  38 17 36.     (N)    088 55 52.     (W)     SCALED    
 JB0384* NAVD 88     -       148.782  (meters)     488.13   (feet)  ADJUSTED  
 JB0384  ___________________________________________________________________
 JB0384  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 JB0384  DYNAMIC HT  -         148.686 (meters)     487.81  (feet)  COMP
 JB0384  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 JB0384
 JB0384  VERT ORDER  -  SECOND    CLASS 0
 JB0384
 JB0384.The horizontal coordinates were scaled from a topographic map and have
 JB0384.an estimated accuracy of +/- 6 seconds.
 JB0384
 JB0384.The orthometric height was determined by differential leveling
 JB0384.and adjusted by the National Geodetic Survey in June 1991..
 JB0384
 JB0384.The geoid height was determined by GEOID03.
 JB0384
 JB0384.The dynamic height is computed by dividing the NAVD 88
 JB0384.geopotential number by the normal gravity value computed on the
 JB0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0384.degrees latitude (g = 980.6199 gals.).
 JB0384
 JB0384.The modeled gravity was interpolated from observed gravity values.
 JB0384
 JB0384;                    North         East    Units  Estimated Accuracy
 JB0384;SPC IL E     -   180,700.      247,710.      MT  (+/- 180 meters Scaled)
 JB0384
 JB0384                          SUPERSEDED SURVEY CONTROL
 JB0384
 JB0384  NGVD 29 (??/??/92)  148.891  (m)          488.49   (f) ADJ UNCH    2 0
 JB0384
 JB0384.Superseded values are not recommended for survey control.
 JB0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0384.See file dsdata.txt to determine how the superseded data were derived.
 JB0384
 JB0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH311401(NAD 83)
 JB0384_MARKER: DR = REFERENCE MARK DISK
 JB0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0384_STAMPING: LOW 1960
 JB0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0384+STABILITY: SURFACE MOTION
 JB0384
 JB0384  HISTORY     - Date     Condition        Report By
 JB0384  HISTORY     - 1960     MONUMENTED       CGS
 JB0384
 JB0384                          STATION DESCRIPTION
 JB0384
 JB0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0384'3.4 MI SW FROM MT VERNON.
 JB0384'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0384'AT MT. VERNON, THENCE 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 JB0384'148, THENCE 0.4 MILE NORTH ALONG AN OILED ROAD, THENCE 0.1 MILE
 JB0384'WEST ALONG AN OILED ROAD, ABOUT 0.1 MILE EAST OF THE JUNCTION OF
 JB0384'A DIRT ROAD NORTH, AT THE JUNCTION OF A DRIVE SOUTH TO A HOUSE,
 JB0384'21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 90 FEET EAST OF
 JB0384'THE EXTENDED CENTER LINE OF THE DRIVE, 44 FEET NORTH-NORTHEAST
 JB0384'OF POWER POLE NUMBER 49-10 WITH A TRANSFORMER, 2.0 FEET NORTH OF
 JB0384'A METAL WITNESS POST, ABOUT 2.5 FEET ABOVE THE LEVEL OF THE ROAD
 JB0384'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1294 ***********************************************************************
 JB1294  DESIGNATION -  LOW RM 1
 JB1294  PID         -  JB1294
 JB1294  STATE/COUNTY-  IL/WASHINGTON
 JB1294  USGS QUAD   -  ADDIEVILLE (1974)
 JB1294
 JB1294                         *CURRENT SURVEY CONTROL
 JB1294  ___________________________________________________________________
 JB1294* NAD 83(1986)-  38 25 27.     (N)    089 29 45.     (W)     SCALED    
 JB1294* NAVD 88     -       136.439  (meters)     447.63   (feet)  ADJUSTED  
 JB1294  ___________________________________________________________________
 JB1294  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB1294  DYNAMIC HT  -         136.354 (meters)     447.35  (feet)  COMP
 JB1294  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 JB1294
 JB1294  VERT ORDER  -  SECOND    CLASS 0
 JB1294
 JB1294.The horizontal coordinates were scaled from a topographic map and have
 JB1294.an estimated accuracy of +/- 6 seconds.
 JB1294
 JB1294.The orthometric height was determined by differential leveling
 JB1294.and adjusted by the National Geodetic Survey in June 1991..
 JB1294
 JB1294.The geoid height was determined by GEOID03.
 JB1294
 JB1294.The dynamic height is computed by dividing the NAVD 88
 JB1294.geopotential number by the normal gravity value computed on the
 JB1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1294.degrees latitude (g = 980.6199 gals.).
 JB1294
 JB1294.The modeled gravity was interpolated from observed gravity values.
 JB1294
 JB1294;                    North         East    Units  Estimated Accuracy
 JB1294;SPC IL W     -   195,260.      758,580.      MT  (+/- 180 meters Scaled)
 JB1294
 JB1294                          SUPERSEDED SURVEY CONTROL
 JB1294
 JB1294  NGVD 29 (??/??/92)  136.561  (m)          448.03   (f) ADJ UNCH    2 0
 JB1294
 JB1294.Superseded values are not recommended for survey control.
 JB1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1294.See file dsdata.txt to determine how the superseded data were derived.
 JB1294
 JB1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH821558(NAD 83)
 JB1294_MARKER: DR = REFERENCE MARK DISK
 JB1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1294_STAMPING: LOW NO 1 1961
 JB1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1294+STABILITY: SURFACE MOTION
 JB1294
 JB1294  HISTORY     - Date     Condition        Report By
 JB1294  HISTORY     - 1961     MONUMENTED       CGS
 JB1294
 JB1294                          STATION DESCRIPTION
 JB1294
 JB1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1294'3.4 MI SE FROM OKAWVILLE.
 JB1294'ABOUT 0.10 MILE EAST ALONG WALNUT STREET FROM THE POST OFFICE IN
 JB1294'OKAWVILLE, THENCE 0.3 MILE SOUTH ALONG HANOVER STREET, THENCE
 JB1294'1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ALONG
 JB1294'A GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG AN OILED ROAD, AT THE
 JB1294'T JUNCTION OF A NORTH-SOUTH OILED ROAD, 61 FEET SOUTH OF THE
 JB1294'CENTER LINE OF THE ROAD, 19.5 FEET WEST OF THE CENTER LINE OF
 JB1294'THE ROAD, 63 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION,
 JB1294'79 FEET SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A 10 FOOT
 JB1294'CONCRETE BRIDGE UNDER THE NORTH-SOUTH ROAD, 2 FEET NORTHEAST OF
 JB1294'A POWER POLE, 91.5 FEET SOUTH OF TRAVERSE STATION LOW, 93.1 FEET
 JB1294'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE NORTH-SOUTH
 JB1294'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JB1294'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0387 ***********************************************************************
 JB0387  DESIGNATION -  LOW RM 1
 JB0387  PID         -  JB0387
 JB0387  STATE/COUNTY-  IL/JEFFERSON
 JB0387  USGS QUAD   -  MOUNT VERNON (1978)
 JB0387
 JB0387                         *CURRENT SURVEY CONTROL
 JB0387  ___________________________________________________________________
 JB0387* NAD 83(1986)-  38 17 35.     (N)    088 56 01.     (W)     SCALED    
 JB0387* NAVD 88     -       147.843  (meters)     485.05   (feet)  ADJUSTED  
 JB0387  ___________________________________________________________________
 JB0387  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 JB0387  DYNAMIC HT  -         147.748 (meters)     484.74  (feet)  COMP
 JB0387  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JB0387
 JB0387  VERT ORDER  -  SECOND    CLASS 0
 JB0387
 JB0387.The horizontal coordinates were scaled from a topographic map and have
 JB0387.an estimated accuracy of +/- 6 seconds.
 JB0387
 JB0387.The orthometric height was determined by differential leveling
 JB0387.and adjusted by the National Geodetic Survey in June 1991..
 JB0387
 JB0387.The geoid height was determined by GEOID03.
 JB0387
 JB0387.The dynamic height is computed by dividing the NAVD 88
 JB0387.geopotential number by the normal gravity value computed on the
 JB0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0387.degrees latitude (g = 980.6199 gals.).
 JB0387
 JB0387.The modeled gravity was interpolated from observed gravity values.
 JB0387
 JB0387;                    North         East    Units  Estimated Accuracy
 JB0387;SPC IL E     -   180,670.      247,490.      MT  (+/- 180 meters Scaled)
 JB0387
 JB0387                          SUPERSEDED SURVEY CONTROL
 JB0387
 JB0387  NGVD 29 (??/??/92)  147.952  (m)          485.41   (f) ADJ UNCH    2 0
 JB0387
 JB0387.Superseded values are not recommended for survey control.
 JB0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0387.See file dsdata.txt to determine how the superseded data were derived.
 JB0387
 JB0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH309400(NAD 83)
 JB0387_MARKER: DR = REFERENCE MARK DISK
 JB0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0387_STAMPING: LOW NO 1 1960
 JB0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0387+STABILITY: SURFACE MOTION
 JB0387
 JB0387  HISTORY     - Date     Condition        Report By
 JB0387  HISTORY     - 1960     MONUMENTED       CGS
 JB0387
 JB0387                          STATION DESCRIPTION
 JB0387
 JB0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0387'3.6 MI SW FROM MT VERNON.
 JB0387'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0387'AT MT. VERNON, THENCE 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 JB0387'148, THENCE 0.45 MILE NORTH ALONG AN OILED ROAD, THENCE 0.25 MILE
 JB0387'WEST ALONG AN OILED ROAD, ABOUT 0.05 MILE WEST OF THE JUNCTION
 JB0387'OF A DIRT ROAD NORTH, 19 FEET SOUTH OF THE CENTER LINE OF THE
 JB0387'ROAD, 268 FEET WEST OF THE CENTER OF THE JUNCTION OF THE DIRT ROAD
 JB0387'NORTH, 88 FEET WEST OF THE FIRST POWER POLE WEST OF THE JUNCTION,
 JB0387'30.0 FEET EAST OF TRAVERSE STATION LOW, 34.3 FEET EAST OF A METAL
 JB0387'WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 JB0387'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1292 ***********************************************************************
 JB1292  DESIGNATION -  LOW RM 2
 JB1292  PID         -  JB1292
 JB1292  STATE/COUNTY-  IL/WASHINGTON
 JB1292  USGS QUAD   -  ADDIEVILLE (1974)
 JB1292
 JB1292                         *CURRENT SURVEY CONTROL
 JB1292  ___________________________________________________________________
 JB1292* NAD 83(1986)-  38 25 26.     (N)    089 29 45.     (W)     SCALED    
 JB1292* NAVD 88     -       136.422  (meters)     447.58   (feet)  ADJUSTED  
 JB1292  ___________________________________________________________________
 JB1292  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB1292  DYNAMIC HT  -         136.337 (meters)     447.30  (feet)  COMP
 JB1292  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 JB1292
 JB1292  VERT ORDER  -  SECOND    CLASS 0
 JB1292
 JB1292.The horizontal coordinates were scaled from a topographic map and have
 JB1292.an estimated accuracy of +/- 6 seconds.
 JB1292
 JB1292.The orthometric height was determined by differential leveling
 JB1292.and adjusted by the National Geodetic Survey in June 1991..
 JB1292
 JB1292.The geoid height was determined by GEOID03.
 JB1292
 JB1292.The dynamic height is computed by dividing the NAVD 88
 JB1292.geopotential number by the normal gravity value computed on the
 JB1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1292.degrees latitude (g = 980.6199 gals.).
 JB1292
 JB1292.The modeled gravity was interpolated from observed gravity values.
 JB1292
 JB1292;                    North         East    Units  Estimated Accuracy
 JB1292;SPC IL W     -   195,230.      758,580.      MT  (+/- 180 meters Scaled)
 JB1292
 JB1292                          SUPERSEDED SURVEY CONTROL
 JB1292
 JB1292  NGVD 29 (??/??/92)  136.544  (m)          447.98   (f) ADJ UNCH    2 0
 JB1292
 JB1292.Superseded values are not recommended for survey control.
 JB1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1292.See file dsdata.txt to determine how the superseded data were derived.
 JB1292
 JB1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH821557(NAD 83)
 JB1292_MARKER: DR = REFERENCE MARK DISK
 JB1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1292_STAMPING: LOW NO 2 1961
 JB1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1292+STABILITY: SURFACE MOTION
 JB1292
 JB1292  HISTORY     - Date     Condition        Report By
 JB1292  HISTORY     - 1961     MONUMENTED       CGS
 JB1292
 JB1292                          STATION DESCRIPTION
 JB1292
 JB1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1292'3.4 MI SE FROM OKAWVILLE.
 JB1292'ABOUT 0.10 MILE EAST ALONG WALNUT STREET FROM THE POST OFFICE IN
 JB1292'OKAWVILLE, THENCE 0.3 MILE SOUTH ALONG HANOVER STREET, THENCE
 JB1292'1.85 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.2 MILE SOUTH ALONG
 JB1292'A GRAVEL ROAD, THENCE 1.0 MILE EAST ALONG AN OILED ROAD, AT THE
 JB1292'T JUNCTION OF A NORTH-SOUTH OILED ROAD, 26 FEET NORTH OF THE
 JB1292'CENTER LINE OF THE ROAD, 98 FEET WEST OF THE CENTER LINE OF THE
 JB1292'ROAD, 103 FEET WEST- NORTH WEST OF THE CENTER OF THE JUNCTION,
 JB1292'87 FEET WEST OF THE NORTH END OF THE WEST HEADWALL OF A 10 FOOT
 JB1292'CONCRETE BRIDGE UNDER THE NORTH-SOUTH ROAD, 78.5 FEET WEST OF A
 JB1292'POWER POLE, 74.8 FEET WEST OF TRAVERSE STATION LOW, 76.9 FEET
 JB1292'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JB1292'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0385 ***********************************************************************
 JB0385  DESIGNATION -  LOW RM 2
 JB0385  PID         -  JB0385
 JB0385  STATE/COUNTY-  IL/JEFFERSON
 JB0385  USGS QUAD   -  MOUNT VERNON (1978)
 JB0385
 JB0385                         *CURRENT SURVEY CONTROL
 JB0385  ___________________________________________________________________
 JB0385* NAD 83(1986)-  38 17 35.     (N)    088 56 01.     (W)     SCALED    
 JB0385* NAVD 88     -       147.789  (meters)     484.87   (feet)  ADJUSTED  
 JB0385  ___________________________________________________________________
 JB0385  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 JB0385  DYNAMIC HT  -         147.695 (meters)     484.56  (feet)  COMP
 JB0385  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 JB0385
 JB0385  VERT ORDER  -  SECOND    CLASS 0
 JB0385
 JB0385.The horizontal coordinates were scaled from a topographic map and have
 JB0385.an estimated accuracy of +/- 6 seconds.
 JB0385
 JB0385.The orthometric height was determined by differential leveling
 JB0385.and adjusted by the National Geodetic Survey in June 1991..
 JB0385
 JB0385.The geoid height was determined by GEOID03.
 JB0385
 JB0385.The dynamic height is computed by dividing the NAVD 88
 JB0385.geopotential number by the normal gravity value computed on the
 JB0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0385.degrees latitude (g = 980.6199 gals.).
 JB0385
 JB0385.The modeled gravity was interpolated from observed gravity values.
 JB0385
 JB0385;                    North         East    Units  Estimated Accuracy
 JB0385;SPC IL E     -   180,670.      247,490.      MT  (+/- 180 meters Scaled)
 JB0385
 JB0385                          SUPERSEDED SURVEY CONTROL
 JB0385
 JB0385  NGVD 29 (??/??/92)  147.899  (m)          485.23   (f) ADJ UNCH    2 0
 JB0385
 JB0385.Superseded values are not recommended for survey control.
 JB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0385.See file dsdata.txt to determine how the superseded data were derived.
 JB0385
 JB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH309400(NAD 83)
 JB0385_MARKER: DR = REFERENCE MARK DISK
 JB0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0385_STAMPING: LOW NO 2 1960
 JB0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0385+STABILITY: SURFACE MOTION
 JB0385
 JB0385  HISTORY     - Date     Condition        Report By
 JB0385  HISTORY     - 1960     MONUMENTED       CGS
 JB0385
 JB0385                          STATION DESCRIPTION
 JB0385
 JB0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0385'3.6 MI SW FROM MT VERNON.
 JB0385'ABOUT 1.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 JB0385'AT MT. VERNON, THENCE 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY
 JB0385'148, THENCE 0.45 MILE NORTH ALONG AN OILED ROAD, THENCE 0.25 MILE
 JB0385'WEST ALONG AN OILED ROAD, ABOUT 0.05 MILE WEST OF THE JUNCTION
 JB0385'OF A DIRT ROAD NORTH, 18 FEET SOUTH OF THE CENTER LINE OF THE
 JB0385'ROAD, 319 FEET WEST OF THE CENTER OF THE JUNCTION OF THE DIRT
 JB0385'ROAD NORTH, 139 FEET WEST OF THE FIRST POWER POLE WEST OF THE
 JB0385'JUNCTION, 21.4 FEET WEST OF TRAVERSE STATION LOW, 17.2 FEET WEST
 JB0385'OF A METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 JB0385'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1298 ***********************************************************************
 KB1298  DESIGNATION -  LOWDER
 KB1298  PID         -  KB1298
 KB1298  STATE/COUNTY-  IL/MOULTRIE
 KB1298  USGS QUAD   -  CADWELL (1983)
 KB1298
 KB1298                         *CURRENT SURVEY CONTROL
 KB1298  ___________________________________________________________________
 KB1298* NAD 83(1997)-  39 44 46.17371(N)    088 32 53.91464(W)     ADJUSTED  
 KB1298* NAVD 88     -       210.6    (meters)     691.     (feet)  VERTCON   
 KB1298  ___________________________________________________________________
 KB1298  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 KB1298  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB1298
 KB1298  HORZ ORDER  -  SECOND
 KB1298
 KB1298.The horizontal coordinates were established by classical geodetic methods
 KB1298.and adjusted by the National Geodetic Survey in October 1999..
 KB1298
 KB1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1298
 KB1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1298
 KB1298.The geoid height was determined by GEOID03.
 KB1298
 KB1298;                    North         East     Units Scale Factor Converg.
 KB1298;SPC IL E     -   341,838.635   281,575.003   MT  0.99997918   -0 08 14.8
 KB1298;SPC IL E     - 1,121,515.59    923,800.66   sFT  0.99997918   -0 08 14.8
 KB1298;UTM  16      - 4,400,730.179   367,345.697   MT  0.99981665   -0 59 24.4
 KB1298
 KB1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1298!SPC IL E     -   0.99997202  x   0.99997918  =   0.99995120
 KB1298!UTM  16      -   0.99997202  x   0.99981665  =   0.99978867
 KB1298
 KB1298:                Primary Azimuth Mark                     Grid Az
 KB1298:SPC IL E     -  ARTHUR MUNICIPAL E TANK                  114 40 25.2
 KB1298:UTM  16      -  ARTHUR MUNICIPAL E TANK                  115 31 34.8
 KB1298
 KB1298|---------------------------------------------------------------------|
 KB1298| PID    Reference Object                     Distance      Geod. Az  |
 KB1298|                                                           dddmmss.s |
 KB1298| KB1176 ARTHUR MUNICIPAL E TANK             APPROX. 7.8 KM 1143210.4 |
 KB1298| CI7729 LOWDER RM 1                           9.323 METERS 17755     |
 KB1298| KB1297 LOWDER AZ MK                        APPROX. 0.7 KM 1794803.4 |
 KB1298| KB1306 LOVINGTON MUNICIPAL TANK            APPROX. 8.2 KM 2450535.7 |
 KB1298| CI7730 LOWDER RM 2                           9.208 METERS 25602     |
 KB1298|---------------------------------------------------------------------|
 KB1298
 KB1298                          SUPERSEDED SURVEY CONTROL
 KB1298
 KB1298  NAD 83(1986)-  39 44 46.18498(N)    088 32 53.90607(W) AD(       ) 2
 KB1298  NAD 27      -  39 44 46.06371(N)    088 32 53.69037(W) AD(       ) 2
 KB1298  NGVD 29 (07/19/86)  210.7    (m)          691.     (f) VERT ANG       
 KB1298
 KB1298.Superseded values are not recommended for survey control.
 KB1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1298.See file dsdata.txt to determine how the superseded data were derived.
 KB1298
 KB1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK6734600730(NAD 83)
 KB1298_MARKER: DH = HORIZONTAL CONTROL DISK
 KB1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KB1298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1298
 KB1298  HISTORY     - Date     Condition        Report By
 KB1298  HISTORY     - 1980     MONUMENTED       NGS
 KB1298
 KB1298                          STATION DESCRIPTION
 KB1298
 KB1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1298'THE STATION IS LOCATED ABOUT 8 KM NORTHEAST OF LOVINGTON, 8 KM
 KB1298'NORTHWEST OF ARTHUR, IN THE SE1/4,S17,T15N,R6E
 KB1298'AND ON PROPERTY OWNED BY MR. KENNETH LOWDER,
 KB1298'LOVINGTON, ILLINOIS. TELEPHONE 217-543-2803.
 KB1298'
 KB1298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33
 KB1298'AND 133 AT THE SOUTH EDGE OF LOVINGTON, GO EAST ON STATE HIGHWAY
 KB1298'133 FOR 7.3 KM (4.5 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH
 KB1298'ON A PAVED ROAD FOR 3.4 KM (2.1 MI) TO A CROSSROAD AND THE
 KB1298'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE PAVED ROAD
 KB1298'FOR 0.7 KM (0.45 MI) TO THE STATION ON THE LEFT.
 KB1298'
 KB1298'THE STATION IS A STANDARD NGS DISK
 KB1298'STAMPED---LOWDER 1980---,
 KB1298'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1298'FLUSH WITH GROUND.  IT IS LOCATED
 KB1298'8.6 METERS (28.2 FT) WEST FROM A PAVED ROAD,
 KB1298'4.2 METERS (13.8 FT) SOUTH FROM A GRAVEL DRIVE AND
 KB1298'3.0 METERS (9.8 FT) EAST-SOUTHEAST FROM A 3 FOOT BOULDER.
 KB1298'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KB1298'STAMPED---LOWDER 1980---,
 KB1298'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 KB1298'
 KB1298'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1298'STAMPED---LOWDER NO 1 1980---,
 KB1298'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1298'FLUSH WITH GROUND.  IT IS LOCATED
 KB1298'13.4 METERS (44 FT) SOUTH OF THE DRIVEWAY,
 KB1298'6.6 METERS (21.7 FT) WEST OF THE PAVED ROAD AND
 KB1298'5.8 METER (19 FT) WEST OF THE BOULDER.
 KB1298'MARK IS LEVEL WITH STATION.
 KB1298'
 KB1298'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 KB1298'STAMPED---LOWDER NO 2 1980---,
 KB1298'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1298'FLUSH WITH GROUND.  IT IS LOCATED
 KB1298'17.7 METERS (58 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 KB1298'8.0 METERS (26.2 FT) WEST FROM THE BOULDER AND
 KB1298'5.9 METERS (19.4 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVE.
 KB1298'MARK IS LEVEL WITH STATION.
 KB1298'
 KB1298'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 KB1298'STAMPED---LOWDER 1980---,
 KB1298'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KB1298'FLUSH WITH GROUND.  IT IS LOCATED
 KB1298'9.2 METERS (30.2 FT) NORTH FROM THE CENTER OF A PAVED ROAD,
 KB1298'7.4 METERS (24.3 FT) WEST FROM THE CENTER OF A PAVED ROAD,
 KB1298'1.2 METERS (3.9 FT) NORTHEAST OF A TELEPHONE CABLE BOX, AND
 KB1298'0.4 METER (1.3 FT) EAST FROM POWERLINE POLE NUMBER A2G 18.
 KB1298'
 KB1298'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1297 ***********************************************************************
 KB1297  DESIGNATION -  LOWDER AZ MK
 KB1297  PID         -  KB1297
 KB1297  STATE/COUNTY-  IL/MOULTRIE
 KB1297  USGS QUAD   -  CADWELL (1983)
 KB1297
 KB1297                         *CURRENT SURVEY CONTROL
 KB1297  ___________________________________________________________________
 KB1297* NAD 83(1997)-  39 44 22.01573(N)    088 32 53.80593(W)     ADJUSTED  
 KB1297* NAVD 88     -       210.9    (meters)     692.     (feet)  VERTCON   
 KB1297  ___________________________________________________________________
 KB1297  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KB1297  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KB1297
 KB1297  HORZ ORDER  -  SECOND
 KB1297
 KB1297.The horizontal coordinates were established by classical geodetic methods
 KB1297.and adjusted by the National Geodetic Survey in October 1999..
 KB1297
 KB1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 KB1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KB1297
 KB1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1297
 KB1297.The geoid height was determined by GEOID03.
 KB1297
 KB1297;                    North         East     Units Scale Factor Converg.
 KB1297;SPC IL E     -   341,093.576   281,575.805   MT  0.99997918   -0 08 14.7
 KB1297;SPC IL E     - 1,119,071.17    923,803.29   sFT  0.99997918   -0 08 14.7
 KB1297;UTM  16      - 4,399,985.312   367,335.413   MT  0.99981668   -0 59 23.8
 KB1297
 KB1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1297!SPC IL E     -   0.99997197  x   0.99997918  =   0.99995115
 KB1297!UTM  16      -   0.99997197  x   0.99981668  =   0.99978866
 KB1297
 KB1297                          SUPERSEDED SURVEY CONTROL
 KB1297
 KB1297  NAD 83(1986)-  39 44 22.02700(N)    088 32 53.79737(W) AD(       ) 2
 KB1297  NAD 27      -  39 44 21.90539(N)    088 32 53.58149(W) AD(       ) 2
 KB1297  NGVD 29 (07/19/86)  211.0    (m)          692.     (f) VERT ANG       
 KB1297
 KB1297.Superseded values are not recommended for survey control.
 KB1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1297.See file dsdata.txt to determine how the superseded data were derived.
 KB1297
 KB1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ6733599985(NAD 83)
 KB1297_MARKER: DZ = AZIMUTH MARK DISK
 KB1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KB1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1297+STABILITY: SURFACE MOTION
 KB1297
 KB1297  HISTORY     - Date     Condition        Report By
 KB1297  HISTORY     - 1980     MONUMENTED       NGS
 KB1297
 KB1297                          STATION DESCRIPTION
 KB1297
 KB1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 KB1297'THE STATION IS LOCATED ABOUT 8 KM NORTHEAST OF LOVINGTON, 8 KM
 KB1297'NORTHWEST OF ARTHUR, IN THE SE1/4,S17,T15N,R6E
 KB1297'AND ALONG HIGHWAY RIGHT-OF-WAY.
 KB1297'
 KB1297'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32
 KB1297'AND 133 AT THE SOUTH EDGE OF LOVINGTON, GO EAST ON STATE HIGHWAY
 KB1297'133 FOR 7.3 KM (4.5 MI) TO A CROSSROAD.  TURN LEFT AND GO
 KB1297'NORTH ON A PAVED ROAD FOR 3.4 KM (2.1 MI) TO A CROSSROAD AND THE
 KB1297'STATION MARK ON THE LEFT.
 KB1297'
 KB1297'THE STATION IS A STANDARD AZIMUTH MARK DISK
 KB1297'STAMPED---LOWDER 1980---,
 KB1297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 KB1297'FLUSH WITH GROUND.  IT IS LOCATED
 KB1297'9.2 METERS (30.2 FT) NORTH FROM THE CENTER OF A PAVED ROAD,
 KB1297'7.4 METERS (24.3 FT) WEST FROM THE CENTER OF A PAVED ROAD,
 KB1297'1.2 METERS (3.9 FT) NORTHEAST OF A TELEPHONE CABLE BOX, AND
 KB1297'0.4 METER (1.3 FT) EAST FROM POWERLINE POLE NUMBER A2G 18.
 KB1297'
 KB1297'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 3.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1735 ***********************************************************************
 ME1735  DESIGNATION -  LOWER SANITARY BM
 ME1735  PID         -  ME1735
 ME1735  STATE/COUNTY-  IL/DU PAGE
 ME1735  USGS QUAD   -  SAG BRIDGE (1997)
 ME1735
 ME1735                         *CURRENT SURVEY CONTROL
 ME1735  ___________________________________________________________________
 ME1735* NAD 83(1986)-  41 41 41.     (N)    087 57 06.     (W)     SCALED    
 ME1735* NAVD 88     -       178.137  (meters)     584.44   (feet)  ADJUSTED  
 ME1735  ___________________________________________________________________
 ME1735  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 ME1735  DYNAMIC HT  -         178.072 (meters)     584.22  (feet)  COMP
 ME1735  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 ME1735
 ME1735  VERT ORDER  -  FIRST     CLASS II
 ME1735
 ME1735.The horizontal coordinates were scaled from a topographic map and have
 ME1735.an estimated accuracy of +/- 6 seconds.
 ME1735
 ME1735.The orthometric height was determined by differential leveling
 ME1735.and adjusted by the National Geodetic Survey in June 1991..
 ME1735
 ME1735.The geoid height was determined by GEOID03.
 ME1735
 ME1735.The dynamic height is computed by dividing the NAVD 88
 ME1735.geopotential number by the normal gravity value computed on the
 ME1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1735.degrees latitude (g = 980.6199 gals.).
 ME1735
 ME1735.The modeled gravity was interpolated from observed gravity values.
 ME1735
 ME1735;                    North         East    Units  Estimated Accuracy
 ME1735;SPC IL E     -   558,270.      331,770.      MT  (+/- 180 meters Scaled)
 ME1735
 ME1735                          SUPERSEDED SURVEY CONTROL
 ME1735
 ME1735  NGVD 29 (??/??/92)  178.224  (m)          584.72   (f) ADJ UNCH    1 2
 ME1735
 ME1735.Superseded values are not recommended for survey control.
 ME1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1735.See file dsdata.txt to determine how the superseded data were derived.
 ME1735
 ME1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM208163(NAD 83)
 ME1735_MARKER: Q = CHISELED SQUARE
 ME1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1735_SP_SET: STONE
 ME1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1735+STABILITY: SURFACE MOTION
 ME1735
 ME1735  HISTORY     - Date     Condition        Report By
 ME1735  HISTORY     - UNK      MONUMENTED       ILSC
 ME1735  HISTORY     - 1947     GOOD             NGS
 ME1735
 ME1735                          STATION DESCRIPTION
 ME1735
 ME1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 ME1735'2.7 MI NE FROM LEMONT.
 ME1735'IN DU PAGE COUNTY, 2.7 MILES NORTHEAST ALONG THE SOUTHEAST
 ME1735'SIDE OF THE CHICAGO DRAINAGE CANAL FROM THE STEPHENS STREET
 ME1735'SWINGBRIDGE AT LEMONT, COOK COUNTY, NEAR SAG, SOUTHWEST OF THE
 ME1735'JUNCTION OF THE SAG CANAL (CALUMET FEEDER), ABOUT 695 FEET NORTHEAST
 ME1735'OF THE UPPER END OF THE CURVE IN THE WALL AT THE BEND IN THE CANAL,
 ME1735'ON THE TOP OF THE STONE RETAINING WALL, AND 0.4 FOOT BACK FROM THE
 ME1735'FACE OF THE WALL.  A CHISELED SQUARE MARKED BM.  NOTE-- IT SHOULD
 ME1735'BE ADDED THAT THE MARK IS MIDWAY BETWEEN TRANSMISSION LINE TOWERS
 ME1735'NOS. 188 AND 189 AND IS 17 FEET NORTHEAST OF A LIFE LADDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0500 ***********************************************************************
 NG0500  DESIGNATION -  LOYOLA
 NG0500  PID         -  NG0500
 NG0500  STATE/COUNTY-  IL/COOK
 NG0500  USGS QUAD   -  EVANSTON (1995)
 NG0500
 NG0500                         *CURRENT SURVEY CONTROL
 NG0500  ___________________________________________________________________
 NG0500* NAD 83(1997)-  42 00 04.64195(N)    087 39 34.51277(W)     ADJUSTED  
 NG0500* NAVD 88     -       241.6    (meters)     793.     (feet)  VERTCON   
 NG0500  ___________________________________________________________________
 NG0500  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 NG0500  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NG0500
 NG0500  HORZ ORDER  -  FIRST
 NG0500
 NG0500.The horizontal coordinates were established by classical geodetic methods
 NG0500.and adjusted by the National Geodetic Survey in October 1999..
 NG0500
 NG0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 NG0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NG0500
 NG0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0500
 NG0500.The geoid height was determined by GEOID03.
 NG0500
 NG0500;                    North         East     Units Scale Factor Converg.
 NG0500;SPC IL E     -   592,465.436   355,818.021   MT  1.00001332   +0 27 03.1
 NG0500;SPC IL E     - 1,943,780.35  1,167,379.62   sFT  1.00001332   +0 27 03.1
 NG0500;UTM  16      - 4,650,129.785   445,375.558   MT  0.99963671   -0 26 28.9
 NG0500
 NG0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0500!SPC IL E     -   0.99996739  x   1.00001332  =   0.99998071
 NG0500!UTM  16      -   0.99996739  x   0.99963671  =   0.99960411
 NG0500
 NG0500:                Primary Azimuth Mark                     Grid Az
 NG0500:SPC IL E     -  013 COC                                  346 19 25.6
 NG0500:UTM  16      -  013 COC                                  347 12 57.6
 NG0500
 NG0500|---------------------------------------------------------------------|
 NG0500| PID    Reference Object                     Distance      Geod. Az  |
 NG0500|                                                           dddmmss.s |
 NG0500| NG0502 013 COC                             APPROX. 1.3 KM 3464628.7 |
 NG0500|---------------------------------------------------------------------|
 NG0500
 NG0500                          SUPERSEDED SURVEY CONTROL
 NG0500
 NG0500  NAD 83(1997)-  42 00 04.64215(N)    087 39 34.51331(W) AD(       ) 1
 NG0500  NAD 83(1997)-  42 00 04.64580(N)    087 39 34.52815(W) AD(       ) 1
 NG0500  NAD 83(1986)-  42 00 04.64684(N)    087 39 34.52711(W) AD(       ) 1
 NG0500  NAD 27      -  42 00 04.52987(N)    087 39 34.32385(W) AD(       ) 1
 NG0500  NGVD 29 (07/19/86)  241.7    (m)          793.     (f) VERT ANG       
 NG0500
 NG0500.Superseded values are not recommended for survey control.
 NG0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0500.See file dsdata.txt to determine how the superseded data were derived.
 NG0500
 NG0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4537650130(NAD 83)
 NG0500_MARKER: DD = SURVEY DISK
 NG0500_SETTING: 0 = UNSPECIFIED SETTING
 NG0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0500
 NG0500  HISTORY     - Date     Condition        Report By
 NG0500  HISTORY     - 1977     MONUMENTED       NGS
 NG0500  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NG0500
 NG0500                          STATION DESCRIPTION
 NG0500
 NG0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLO)
 NG0500'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANGLE OF
 NG0500'THE INTERSECTION OF NORTH SHERIDAN ROAD AND WEST LOYOLA
 NG0500'AVENUE IN THE NORTH SECTION OF CHICAGO,
 NG0500'ATOP THE JAMES J. MERTZ HALL BUILDING ON THE LOYOLA
 NG0500'UNIVERSITY CAMPUS.
 NG0500'PERMISSION FOR THE STATION WAS GRANTED BY MR. KONRAD
 NG0500'WEBEL, DIRECTOR PHYSICAL PLANT, PHONE 274-3000.
 NG0500'
 NG0500'STATION MARK, STAMPED---LOYOLA 1977---, IS A STANDARD DISK,
 NG0500'GLUED TO THE ROOF AND IS COVERED BY A COPPER LINCOLN
 NG0500'HAT PROJECTING 3 INCHES ABOVE THE ROOF OF THE ELEVATOR
 NG0500'SHAFT. IT IS 25.2 FEET
 NG0500'SOUTH OF THE NORTH EDGE OF THE ROOF, 22.6 FEET
 NG0500'WEST OF THE EAST EDGE OF THE ROOF, 18.5 FEET EAST OF THE
 NG0500'WEST EDGE OF THE ROOF AND 12.2 FEET NORTH OF THE SOUTH
 NG0500'EDGE OF THE ROOF.
 NG0500'
 NG0500'NO REFERENCE MARKS WERE ESTABLISHED.
 NG0500'
 NG0500'STATION 013 COC OR BM STD 238 COC CAN BE USED AS THE
 NG0500'AZIMUTH MARK.
 NG0500'
 NG0500'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.7 METERS.
 NG0500
 NG0500                          STATION RECOVERY (1996)
 NG0500
 NG0500'RECOVERY NOTE BY US POWER SQUADRON 1996
 NG0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1663 ***********************************************************************
 JB1663  DESIGNATION -  LUCAS
 JB1663  PID         -  JB1663
 JB1663  STATE/COUNTY-  IL/EFFINGHAM
 JB1663  USGS QUAD   -  EBERLE (1985)
 JB1663
 JB1663                         *CURRENT SURVEY CONTROL
 JB1663  ___________________________________________________________________
 JB1663* NAD 83(1997)-  38 56 14.73404(N)    088 25 54.78697(W)     ADJUSTED  
 JB1663* NAVD 88     -       167.5    (meters)     550.     (feet)  VERTCON   
 JB1663  ___________________________________________________________________
 JB1663  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 JB1663  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JB1663
 JB1663  HORZ ORDER  -  FIRST
 JB1663
 JB1663.The horizontal coordinates were established by classical geodetic methods
 JB1663.and adjusted by the National Geodetic Survey in October 1999..
 JB1663
 JB1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 JB1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JB1663
 JB1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1663
 JB1663.The geoid height was determined by GEOID03.
 JB1663
 JB1663;                    North         East     Units Scale Factor Converg.
 JB1663;SPC IL E     -   252,036.203   291,455.498   MT  0.99997590   -0 03 43.0
 JB1663;SPC IL E     -   826,888.78    956,216.91   sFT  0.99997590   -0 03 43.0
 JB1663;UTM  16      - 4,310,807.423   375,898.664   MT  0.99978964   -0 54 00.0
 JB1663
 JB1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1663!SPC IL E     -   0.99997867  x   0.99997590  =   0.99995458
 JB1663!UTM  16      -   0.99997867  x   0.99978964  =   0.99976832
 JB1663
 JB1663:                Primary Azimuth Mark                     Grid Az
 JB1663:SPC IL E     -  LUCAS RM 2                               001 33 07.6
 JB1663:UTM  16      -  LUCAS RM 2                               002 23 24.6
 JB1663
 JB1663|---------------------------------------------------------------------|
 JB1663| PID    Reference Object                     Distance      Geod. Az  |
 JB1663|                                                           dddmmss.s |
 JB1663| CI4542 LUCAS RM 2                          476.818 METERS 0012924.6 |
 JB1663| CI4543 LUCAS RM 3                           50.454 METERS 05437     |
 JB1663| CI4544 LUCAS RM 4                           53.739 METERS 13033     |
 JB1663| JB1662 BIBLE GROVE ST PAULS CH SPIRE       APPROX. 2.8 KM 1880239.5 |
 JB1663| CI4545 LUCAS RM 5                           81.903 METERS 24415     |
 JB1663| CI4546 LUCAS RM 6                           80.900 METERS 29403     |
 JB1663| KB1231 HARTVILLE STATE POLICE RAD TWR      APPROX.15.4 KM 3213911.6 |
 JB1663| KB1227 EFFINGHAM CIPS MICROWAVE MAST       APPROX.21.9 KM 3320014.2 |
 JB1663| KB1199 TEUTOPOLIS RAD STA WSEI MAST        APPROX.22.1 KM 3463431.4 |
 JB1663|---------------------------------------------------------------------|
 JB1663
 JB1663                          SUPERSEDED SURVEY CONTROL
 JB1663
 JB1663  NAD 83(1997)-  38 56 14.74533(N)    088 25 54.78168(W) AD(       ) 1
 JB1663  NAD 83(1986)-  38 56 14.74756(N)    088 25 54.78292(W) AD(       ) 1
 JB1663  NAD 27      -  38 56 14.58483(N)    088 25 54.62025(W) AD(       ) 1
 JB1663  NGVD 29 (07/19/86)  167.6    (m)          550.     (f) VERT ANG       
 JB1663
 JB1663.Superseded values are not recommended for survey control.
 JB1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1663.See file dsdata.txt to determine how the superseded data were derived.
 JB1663
 JB1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ7589910807(NAD 83)
 JB1663_MARKER: X = CHISELED CROSS
 JB1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1663
 JB1663  HISTORY     - Date     Condition        Report By
 JB1663  HISTORY     - 1883     MONUMENTED       CGS
 JB1663  HISTORY     - 1937     SEE DESCRIPTION  CGS
 JB1663  HISTORY     - 1959     GOOD             CGS
 JB1663  HISTORY     - 1961     GOOD             CGS
 JB1663  HISTORY     - 1978     GOOD             NGS
 JB1663
 JB1663                          STATION DESCRIPTION
 JB1663
 JB1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (GAF)
 JB1663'IN LUCAS TOWNSHIP, 8 MILES SOUTH AND 2.75 MILES WEST OF THE TOWN OF
 JB1663'DEITERICH, IN THE
 JB1663'NW 0.25 SE 0.25 NW 0.25 SEC 28, T 6 N, R 7 E, ON
 JB1663'CULTIVATED LAND, SLIGHTLY ELEVATED,
 JB1663'BELONGING TO LOUIS JOERGENS.  THE
 JB1663'STATION IS MARKED BY A CROSS IN THE TOP OF A WHITE
 JB1663'MARBLE POST ABOUT
 JB1663'6 INCHES SQUARE AND 30 INCHES LONG PROJECTING ABOUT 6 INCHES ABOVE
 JB1663'THE GROUND.  THE
 JB1663'LETTERS U S C AND G S ARE INSCRIBED IN THE FACE OF
 JB1663'THE POST.  THE UNDERGROUND MARK IS
 JB1663'THE APEX OF AN EARTHENWARE
 JB1663'PYRAMID, 6 INCHES ON AN EDGE, ABOUT 30 INCHES BELOW
 JB1663'THE GROUND AND
 JB1663'HAS ON ONE FACE THE RAISED LETTERS U S C S.  THERE ARE TWO REFERENCE
 JB1663'POSTS, ALSO OF
 JB1663'WHITE MARBLE BUT SLIGHTLY SMALLER THAN THE POST
 JB1663'MARKING THE STATION, WITH AN
 JB1663'ARROW IN THE TOP OF EACH POINTING TOWARD
 JB1663'THE STATION.  BROKEN CROCKERY AND GLASS WERE
 JB1663'MIXED WITH THE SOIL
 JB1663'ABOUT THE STATION MARK.  ONE REFERENCE MARK IS IN THE FENCE
 JB1663'LINE ON THE
 JB1663'SOUTH SIDE OF THE ROAD NORTH OF THE STATION 495.95 METERS DISTANT
 JB1663'IN AZIMUTH 180 DEG 00
 JB1663'MIN, AND THE OTHER IS IN THE FENCE LINE ON THE
 JB1663'EAST SIDE OF THE ROAD WEST OF THE
 JB1663'STATION 492.9 METERS DISTANT IN
 JB1663'AZIMUTH 90 DEG 00 MIN.  THE CORNERS OF SECTION 28
 JB1663'ARE AT THE
 JB1663'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION- SOUTHWEST CORNER,
 JB1663'1,302.8 METERS 22
 JB1663'DEG 32 MIN, NORTHWEST CORNER, 715.3 METERS 135 DEG
 JB1663'14 MIN, NORTHEAST CORNER, 1,221.2
 JB1663'METERS 247 DEG 35 MIN, AND
 JB1663'SOUTHEAST CORNER, 1,629.5 METERS 315 DEG 16 MIN,
 JB1663
 JB1663                          STATION RECOVERY (1937)
 JB1663
 JB1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (EBP)
 JB1663'SUB-SURFACE MARK WAS RECOVERED, A SMALL DRILL HOLE IN THE TOP OF A
 JB1663'STONE POST, 30
 JB1663'INCHES BELOW THE SURFACE.  ONE ORIGINAL REFERENCE MARK
 JB1663'WAS FOUND WITH AN ERROR OF 22
 JB1663'METERS DISTANCE.  THE OTHER REFERENCE
 JB1663'MARKS HAVE BEEN DESTROYED.  NEW MARKS AND A NEW
 JB1663'DESCRIPTION ARE AS FOLLOWS-
 JB1663'
 JB1663'NEAR THE CENTER OF THE NORTHWEST QUARTER OF SEC 28, T 6 N, R 7 E, ON
 JB1663'LAND OWNED AND
 JB1663'OCCUPIED BY WM JOERGENS.  IT IS 8 MILES SOUTH AND
 JB1663'ABOUT 2.5 MILES WEST OF DEITERICH
 JB1663'ON A LOW, CULTIVATED HILL ABOUT
 JB1663'0.25 MILE SOUTHWEST OF THE JOERGENS HOUSE.  STATION
 JB1663'MARK IS A STATION
 JB1663'DISK SET IN A CONCRETE CYLINDER 12 INCHES IN DIAMETER SET OVER THE
 JB1663'OLD STATION AND 12
 JB1663'INCHES BELOW THE SURFACE.  THE HOLE WAS THEN
 JB1663'FILLED WITH BROKEN POTTERY.
 JB1663'
 JB1663'TO REACH FROM DEITERICH, GO SOUTH FROM THE RAILROAD CROSSING ON MAIN
 JB1663'STREET FOR 8.0
 JB1663'MILES, TURN RIGHT AND GO WEST 2.6 MILES, TURN LEFT AND
 JB1663'GO SOUTH ABOUT 0.1 MILE TO THE
 JB1663'JOERGENS HOUSE, THEN CONTINUE SOUTH UP
 JB1663'A LANE ABOUT 0.1 MILE TO THE FENCE CORNER AND A
 JB1663'GATE, TURN RIGHT
 JB1663'THROUGH THE GATE AND GO WEST ABOUT 100 YARDS TO THE TOP OF THE
 JB1663'HILL AND THE STATION.
 JB1663'
 JB1663'REFERENCE MARK NO 1 IS A 6-INCH SQUARE POST PROJECTING 4 INCHES, IN
 JB1663'THE FENCE LINE ON
 JB1663'THE EAST SIDE OF THE ROAD WEST OF THE STATION,
 JB1663'473.73 METERS (1554.15 FEET) 267 DEG (MAG) WEST.
 JB1663'
 JB1663'REFERENCE MARK NO 2 IS A 6-INCH SQUARE STONE POST PROJECTING 4 INCHES
 JB1663'ABOVE THE GROUND,
 JB1663'IN THE FENCE LINE ON THE SOUTH SIDE OF THE ROAD
 JB1663'NORTH OF THE STATION, 476.89 METERS
 JB1663'(1564.52 FEET) 357 DEG (MAG)
 JB1663'NORTH.  REFERENCE MARK NO 2 IS THE ORIGINAL STATION
 JB1663'SURFACE MARK AND
 JB1663'WAS FOUND IN THE JOERGENS YARD.
 JB1663
 JB1663                          STATION RECOVERY (1959)
 JB1663
 JB1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 JB1663'STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER 2
 JB1663'WERE RECOVERED AS
 JB1663'DESCRIBED IN 1937 AND ALL MARKS WERE FOUND TO BE IN GOOD
 JB1663'CONDITION.  NO STAMPING WAS
 JB1663'FOUND ON THE STATION MARK DISK OR BROKEN
 JB1663'POTTERY FILL OVER STATION MARK.  A SLIGHT
 JB1663'DIFFERENCE WAS FOUND IN
 JB1663'DISTANCE TO REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 JB1663'NUMBER 2 AND IS
 JB1663'SHOWN BELOW.  REFERENCE MARK NUMBER 3 AND REFERENCE MARK NUMBER 4
 JB1663'WERE ESTABLISHED BY
 JB1663'THIS PARTY AND ARE DESCRIBED BELOW.
 JB1663'
 JB1663'THE 1937 TO REACH IS ADEQUATE.
 JB1663'
 JB1663'STATION MARK IS 165.5 FEET SOUTHWEST OF WITNESS POST.
 JB1663'
 JB1663'REFERENCE MARK NUMBER 3, A STANDARD REFERENCE MARK DISK STAMPED LUCAS
 JB1663'NO 3 1883, IS SET IN
 JB1663'TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB1663'ABOUT 6 INCHES.  THE MARK IS IN
 JB1663'NORTH-SOUTH FENCE LINE AND IS 1.6
 JB1663'FEET NORTH OF WITNESS POST.
 JB1663'
 JB1663'REFERENCE MARK NUMBER 4, A STANDARD REFERENCE MARK DISK STAMPED LUCAS
 JB1663'NO 4 1883, IS SET IN
 JB1663'TOP A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 JB1663'ABOUT 8 INCHES.  THE MARK IS IN
 JB1663'NORTH-SOUTH FENCE LINE AND 208 FEET
 JB1663'SOUTH OF WITNESS POST.
 JB1663
 JB1663                          STATION RECOVERY (1961)
 JB1663
 JB1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1663'THE STATION AND ALL MARKS EXCEPT REFERENCE MARK 1 WERE RECOVERED AT
 JB1663'THIS TIME AND FOUND AS
 JB1663'DESCRIBED.  THE ONLY DIFFERENCE FOUND WAS THE DISTANCE
 JB1663'TO REFERENCE MARK 3, WHICH WAS
 JB1663'FOUND TO BE 1.12 FEET SHORTER THAN THE 1959 MEASUREMENT.
 JB1663'
 JB1663'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS
 JB1663
 JB1663                          STATION RECOVERY (1978)
 JB1663
 JB1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JB1663'THE STATION MARK, REFERENCE MARKS 3 AND 4 FOUND IN GOOD CONDITION,
 JB1663'HOWEVER REFERENCE MARKS WERE IN THE WAY OF FARMING OPERATIONS.
 JB1663'REFERENCE MARK 2 WAS NOT FOUND BUT COULD STILL BE IN PLACE AS AN
 JB1663'ANGLE COULD NOT BE TURNED AT THIS TIME DUE TO A HERD OF CATTLE
 JB1663'BLOCKING THE LINE.  REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AND
 JB1663'REFERENCE MARKS 3 AND 4 WERE DESTROYED AFTER VERIFICATION OF
 JB1663'REFERENCE MARKS 3 AND 4, THE DISTANCE TO REFERENCE MARK 3 WAS LONGER
 JB1663'BY 0.05 FOOT AND REFERENCE MARK 4 CHECKED.  THE ANGLE BETWEEN THE
 JB1663'MARKS CHECKED.
 JB1663'
 JB1663'THE STATION IS ABOUT 8-1/2 MILES SOUTHWEST OF DIETERICH AND ON LAND
 JB1663'OWNED BY MR. ARTHUR V. JOURGENS WHO RESIDES ABOUT 1/4 MILE EAST OF
 JB1663'THE STATION SITE.  IT IS 269 FEET NORTHEAST OF A METAL WITNESS
 JB1663'POST, 266 FEET SOUTHEAST OF A METAL WITNESS POST, 245.5 FEET EAST
 JB1663'OF A FENCELINE AND 128 FEET NORTHWEST OF AN OIL WELL PUMP.  IT
 JB1663'IS ON THE HIGHEST PART OF THE FIELD.  THE MARK IS UNDERGROUND
 JB1663'ABOUT 10-INCHES AND THERE IS NO STAMPING ON THE DISK.
 JB1663'
 JB1663'REFERENCE MARK 5 IS 1-FOOT NORTH OF A METAL WITNESS POST AND 0.5
 JB1663'FOOT EAST OF A FENCELINE.  THE MARK PROJECTS ABOUT 2-INCHES AND THE
 JB1663'DISK STAMPED LUCAS 1883 NO 6 1978.
 JB1663'
 JB1663'REFERENCE MARK 6 IS 1-FOOT SOUTH OF A METAL WITNESS POST AND 0.5 FOOT
 JB1663'EAST OF THE FENCELINE.  THE MARK PROJECTS 1-INCH AND THE DISK
 JB1663'STAMPED LUCAS 1883 NO 6 1978.
 JB1663'
 JB1663'TO REACH THE STATION FROM THE POST OFFICE IN DIETERICH, GO SOUTH ON
 JB1663'PAVED ROAD (COUNTY ROAD 2300E) FOR 8.25 MILES TO A CROSSROAD.  TURN
 JB1663'RIGHT AND GO WEST ON COUNTY ROAD 200N FOR 2.65 MILES TO A DRIVEWAY
 JB1663'ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE
 JB1663'TO A BARN ON THE RIGHT.  (MR. JOURGENS HOUSE AHEAD ABOUT 100 FEET).
 JB1663'TURN RIGHT ALONG THE SOUTH SIDE OF THE BARN AND GO WEST FOR
 JB1663'0.05 MILE, THENCE SOUTH FOR 0.2 MILE TO THE STATION ON THE
 JB1663'HIGHEST PART OF FIELD.
 JB1663'
 JB1663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 JB1663'SOUTHWEST OF DIETERICH.
 JB1663'
 JB1663'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2961 ***********************************************************************
 AJ2961  DESIGNATION -  LUCAS
 AJ2961  PID         -  AJ2961
 AJ2961  STATE/COUNTY-  IL/MCHENRY
 AJ2961  USGS QUAD   -  WOODSTOCK (1982)
 AJ2961
 AJ2961                         *CURRENT SURVEY CONTROL
 AJ2961  ___________________________________________________________________
 AJ2961* NAD 83(1997)-  42 16 06.51351(N)    088 25 00.37978(W)     ADJUSTED  
 AJ2961* NAVD 88     -       281.9    (meters)     925.     (feet)  GPS OBS   
 AJ2961  ___________________________________________________________________
 AJ2961  X           -     130,607.262 (meters)                     COMP
 AJ2961  Y           -  -4,725,371.803 (meters)                     COMP
 AJ2961  Z           -   4,267,885.347 (meters)                     COMP
 AJ2961  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AJ2961  ELLIP HEIGHT-         248.09  (meters)          (02/03/05) GPS OBS
 AJ2961  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AJ2961
 AJ2961  HORZ ORDER  -  FIRST
 AJ2961  ELLP ORDER  -  FOURTH    CLASS II
 AJ2961
 AJ2961.The horizontal coordinates were established by GPS observations
 AJ2961.and adjusted by the National Geodetic Survey in April 2001..
 AJ2961
 AJ2961.The orthometric height was determined by GPS observations and a
 AJ2961.high-resolution geoid model.
 AJ2961
 AJ2961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2961
 AJ2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2961
 AJ2961.The ellipsoidal height was determined by GPS observations
 AJ2961.and is referenced to NAD 83.
 AJ2961
 AJ2961.The geoid height was determined by GEOID03.
 AJ2961
 AJ2961;                    North         East     Units Scale Factor Converg.
 AJ2961;SPC IL E     -   621,926.443   293,116.336   MT  0.99997558   -0 03 22.0
 AJ2961;SPC IL E     - 2,040,437.01    961,665.85   sFT  0.99997558   -0 03 22.0
 AJ2961;UTM  16      - 4,680,557.238   383,159.644   MT  0.99976797   -0 57 10.9
 AJ2961
 AJ2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2961!SPC IL E     -   0.99996109  x   0.99997558  =   0.99993667
 AJ2961!UTM  16      -   0.99996109  x   0.99976797  =   0.99972907
 AJ2961
 AJ2961                          SUPERSEDED SURVEY CONTROL
 AJ2961
 AJ2961  ELLIP H (04/24/01)  248.12   (m)                       GP(       ) 4 1
 AJ2961
 AJ2961.Superseded values are not recommended for survey control.
 AJ2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2961.See file dsdata.txt to determine how the superseded data were derived.
 AJ2961
 AJ2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM8316080557(NAD 83)
 AJ2961_MARKER: I = METAL ROD
 AJ2961_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ2961+WITH SETTING: INFORMATION.
 AJ2961_STAMPING: LUCAS
 AJ2961_MARK LOGO: IL-111
 AJ2961_PROJECTION: FLUSH
 AJ2961_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AJ2961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2961+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ2961_ROD/PIPE-DEPTH:  2.4 meters
 AJ2961_SLEEVE-DEPTH  :  0.9 meters
 AJ2961
 AJ2961  HISTORY     - Date     Condition        Report By
 AJ2961  HISTORY     - 20000726 MONUMENTED       SECI
 AJ2961
 AJ2961                          STATION DESCRIPTION
 AJ2961
 AJ2961'DESCRIBED BY SMITH ENG CONS INC 2000 (MRF)
 AJ2961'STATION IS LOCATED APPROXIMATELY 3.1 MI SOUTH OF WOODSTOCK, 5.2 MI
 AJ2961'NORTHWEST OF CRYSTAL LAKE IN SECTION 28, T44N, R7E.  TO REACH FROM
 AJ2961'THE JUNCTION OF IL RT 47 AND LUCAS RD PROCEED EAST ON LUCAS RD 0.8
 AJ2961'MI TO THE STATION LOCATED 28.5 FT SOUTH OF CENTERLINE OF LUCAS RD.
 AJ2961'STATION IS LOCATED 0.3 MI EAST OF ADDRESS 11164, 300 FT EAST OF
 AJ2961'LUCAS RD CURVING FROM NORTHEAST TO EAST, 121.1 FT EAST OF
 AJ2961'POWERPOLE (PP), 53 FT WEST OF PP, 19.4 FT SOUTH OF EDGE-OF-PAVEMENT,
 AJ2961'AND 2 FT NORTH OF ORANGE FIBERGLASS WITNESS POST.  NOTE - ACCESS
 AJ2961'TO DATUM POINT THROUGH 6 INCH LOGO CAP.  DATUM POINT IS 0.35 FT
 AJ2961'BELOW CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.  PK NAILS
 AJ2961'WERE SET IN WOOD PHYSICAL TIES. (WB)
 AJ2961' 
 AJ2961' 
 AJ2961' 
 AJ2961'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0290 ***********************************************************************
 LC0290  DESIGNATION -  LUDLOW
 LC0290  PID         -  LC0290
 LC0290  STATE/COUNTY-  IL/CHAMPAIGN
 LC0290  USGS QUAD   -  PERDUEVILLE (1984)
 LC0290
 LC0290                         *CURRENT SURVEY CONTROL
 LC0290  ___________________________________________________________________
 LC0290* NAD 83(1997)-  40 23 29.43590(N)    088 08 12.05429(W)     ADJUSTED  
 LC0290* NAVD 88     -       234.241  (meters)     768.51   (feet)  ADJUSTED  
 LC0290  ___________________________________________________________________
 LC0290  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LC0290  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0290  DYNAMIC HT  -         234.128 (meters)     768.13  (feet)  COMP
 LC0290  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LC0290
 LC0290  HORZ ORDER  -  SECOND
 LC0290  VERT ORDER  -  SECOND    CLASS 0
 LC0290
 LC0290.The horizontal coordinates were established by classical geodetic methods
 LC0290.and adjusted by the National Geodetic Survey in October 1999..
 LC0290
 LC0290.The orthometric height was determined by differential leveling
 LC0290.and adjusted by the National Geodetic Survey in June 1991..
 LC0290
 LC0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0290
 LC0290.The geoid height was determined by GEOID03.
 LC0290
 LC0290.The dynamic height is computed by dividing the NAVD 88
 LC0290.geopotential number by the normal gravity value computed on the
 LC0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0290.degrees latitude (g = 980.6199 gals.).
 LC0290
 LC0290.The modeled gravity was interpolated from observed gravity values.
 LC0290
 LC0290;                    North         East     Units Scale Factor Converg.
 LC0290;SPC IL E     -   413,490.433   316,696.127   MT  0.99997843   +0 07 38.8
 LC0290;SPC IL E     - 1,356,593.20  1,039,027.21   sFT  0.99997843   +0 07 38.8
 LC0290;UTM  16      - 4,471,832.618   403,528.560   MT  0.99971456   -0 44 11.9
 LC0290
 LC0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0290!SPC IL E     -   0.99996831  x   0.99997843  =   0.99994675
 LC0290!UTM  16      -   0.99996831  x   0.99971456  =   0.99968288
 LC0290
 LC0290|---------------------------------------------------------------------|
 LC0290| PID    Reference Object                     Distance      Geod. Az  |
 LC0290|                                                           dddmmss.s |
 LC0290| LC1616 LUDLOW RM 3                          14.935 METERS 09406     |
 LC0290| LC0289 LUDLOW RM 1                          14.957 METERS 09410     |
 LC0290| LC1733 LUDLOW MUNICIPAL TANK               APPROX. 1.0 KM 1120054.3 |
 LC0290| LC0288 LUDLOW RM 2                          14.531 METERS 17928     |
 LC0290|---------------------------------------------------------------------|
 LC0290
 LC0290                          SUPERSEDED SURVEY CONTROL
 LC0290
 LC0290  NAD 83(1997)-  40 23 29.43595(N)    088 08 12.05415(W) AD(       ) 2
 LC0290  NAD 83(1986)-  40 23 29.44255(N)    088 08 12.05170(W) AD(       ) 2
 LC0290  NAD 83(1986)-  40 23 29.44136(N)    088 08 12.05346(W) AD(       ) 2
 LC0290  NAD 27      -  40 23 29.32110(N)    088 08 11.88980(W) AD(       ) 2
 LC0290  NGVD 29 (??/??/92)  234.294  (m)          768.68   (f) ADJ UNCH    2 0
 LC0290
 LC0290.Superseded values are not recommended for survey control.
 LC0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0290.See file dsdata.txt to determine how the superseded data were derived.
 LC0290
 LC0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0352971833(NAD 83)
 LC0290_MARKER: DS = TRIANGULATION STATION DISK
 LC0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0290_STAMPING: LUDLOW 1959
 LC0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0290+STABILITY: SURFACE MOTION
 LC0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0290+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 LC0290
 LC0290  HISTORY     - Date     Condition        Report By
 LC0290  HISTORY     - 1959     MONUMENTED       CGS
 LC0290  HISTORY     - 1959     GOOD             CGS
 LC0290  HISTORY     - 1965     GOOD             ILDT
 LC0290  HISTORY     - 1973     GOOD             ILDT
 LC0290  HISTORY     - 1979     GOOD             NGS
 LC0290  HISTORY     - 19980406 GOOD             BCA
 LC0290  HISTORY     - 20051208 GOOD             ILDT
 LC0290
 LC0290                          STATION DESCRIPTION
 LC0290
 LC0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC0290'THE STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF LUDLOW AND
 LC0290'ABOUT 1 MILE WEST OF U.S. HIGHWAY 45.
 LC0290'
 LC0290'TO REACH THE STATION FROM THE MAIN INTERSECTION JUST NORTH
 LC0290'OF THE POST OFFICE IN LUDLOW, GO WEST ON PAVED STREET FOR
 LC0290'0.2 MILE, TURN LEFT AND GO SOUTH THEN WEST ON PAVED ROAD
 LC0290'(HALF SLAB) FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT ON GRAVEL
 LC0290'AND GO NORTH FOR 0.4 MILE TO THE STATION ON THE LEFT AT
 LC0290'A TELEPHONE POLE WITH A TRIANGLE BLAZE.  THERE IS A WHITE
 LC0290'HOUSE 0.15 MILE TO THE NORTH ON THE LEFT.
 LC0290'
 LC0290'STATION MARK, A STANDARD DISK STAMPED LUDLOW 1959, IS SET
 LC0290'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 LC0290'THE MARK IS 61 FEET SOUTH OF TELEPHONE POLE NO. 225 WHICH HAS
 LC0290'A TRIANGLE BLAZE, 27.5 FEET WEST OF THE APPROXIMATE CENTER
 LC0290'OF THE GRAVEL ROAD, 2.4 FEET EAST OF A WITNESS POST.
 LC0290'
 LC0290'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED LUDLOW NO
 LC0290'1 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 LC0290'6 INCHES.  THE MARK IS 22 FEET EAST OF THE APPROXIMATE CENTER
 LC0290'OF THE DIRT ROAD AND 2.6 FEET WEST OF A FENCE LINE.
 LC0290'
 LC0290'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED LUDLOW NO
 LC0290'2 1959, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH
 LC0290'PROJECTS 7 INCHES.  THE MARK IS 26 FEET WEST OF THE APPROXIMATE
 LC0290'CENTER OF THE GRAVEL ROAD AND 24 FEET NORTH OF A TELEPHONE
 LC0290'POLE WITH A TRIANGLE BLAZE.
 LC0290'
 LC0290'NOTE--LUDLOW, MUNICIPAL WATER TANK MAY BE USED AS AN AZIMUTH
 LC0290'TO THIS STATION.
 LC0290
 LC0290                          STATION RECOVERY (1959)
 LC0290
 LC0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LC0290'1 MI NW FROM LUDLOW.
 LC0290'ABOUT 0.6 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 LC0290'OFFICE AT LUDLOW, THENCE 0.4 MILES NORTH ALONG A GRAVEL ROAD,
 LC0290'27 FEET WEST OF THE CENTER LINE OF THE ROAD, 130 FEET NORTHWEST
 LC0290'OF THE 4TH POWER POLE SOUTH OF A FARM HOUSE WEST OF THE ROAD,
 LC0290'2 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 LC0290'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0290'4 INCHES.
 LC0290
 LC0290                          STATION RECOVERY (1965)
 LC0290
 LC0290'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1965
 LC0290'STATION WAS FOUND IN GOOD CONDITION.
 LC0290'
 LC0290'R.M. 1 AND R.M. 2 FOUND IN GOOD CONDITION.
 LC0290'
 LC0290'AZIMUTH MARK WASFOUND IN GOOD CONDITION.  TANK IS STILL
 LC0290'VISIBLE.
 LC0290
 LC0290                          STATION RECOVERY (1973)
 LC0290
 LC0290'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 (LEM)
 LC0290'LUDLOW 1959 RECOVERED GOOD FOUND AS DESCRIBED.
 LC0290'
 LC0290'LUDLOW NO 1 1959 RECOVERED GOOD.
 LC0290'
 LC0290'LUDLOW NO 2 1959 RECOVERED GOOD.
 LC0290'
 LC0290'AZIMUTH - LUDLOW WATER TANK.
 LC0290'
 LC0290'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MI W. THENCE 0.4 MI N.
 LC0290'OF LUDLOW.
 LC0290
 LC0290                          STATION RECOVERY (1979)
 LC0290
 LC0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LC0290'STATION MARK AND RM 2 FOUND IN GOOD CONDITION.  RM 1 WAS FOUND WITH
 LC0290'THE DISK SHEARED OFF THE POST.  RM 3 WAS SET IN THE SAME POST THAT 1
 LC0290'WAS IN.  LUDLOW MUNICIPAL WATER TANK WHICH WAS USED AS AZIMUTH IN 1959
 LC0290'IS NOW OBSTRUCTED BY A LONG GRAIN ELEVATOR.  A POLARIS OBSERVATION
 LC0290'WILL HAVE TO BE TAKEN TO ESTABLISH AN AZIMUTH MARK TIME
 LC0290'PERMITTING.  THE DISTANCE TO RM 2 CHECKED.  A NEW DESCRIPTION AND
 LC0290'TOO REACH TO STATION.  IT IS 130.7 FT NW OF A POWER LINE POLE, 28 FT W
 LC0290'OF CENTER LINE OF ROAD 1700 E AND 2 FT E OF A METAL WITNESS POST.  THE
 LC0290'MARK PROJECTS 3 INCHES AND THE DISK STAMPED LUDLOW 1959.
 LC0290'
 LC0290'RM 2 IS 87 FT NW OF THE POWER LINE POLE, 48 FT S OF THE METAL
 LC0290'WITNESS POST AND 26 FT W OF CENTER LINE OF ROAD.  THE MARK PROJECTS 3
 LC0290'INCHES AND THE DISK STAMPED LUDLOW NO 2 1959.
 LC0290'
 LC0290'RM 3 IS 113 FT N OF THE POWER LINE POLE, 51 FT E OF THE METAL
 LC0290'WITNESS POST AND 22 FT E OF CENTER LINE OF ROAD.
 LC0290'
 LC0290'TO REACH FROM THE MAIN CROSSROADS AT THE SMALL TOWN OF LUDLOW, CROSS
 LC0290'RAILROAD TRACKS AND GO W FOR 0.2 MILE, THE LEFT AND SOUTH AND WEST
 LC0290'ON PAVED ROAD FOR 0.4 MILE BRIDGE ACROSS INTERSTATE HIGHWAY
 LC0290'57.  CONTINUE AHEAD 0.1 MILE TO ROAD RIGHT.  TURN RIGHT, GO E AND N ON
 LC0290'ROAD 1700 E FOR 0.45 MILE TO STATION ON LEFT AS DESCRIBED.
 LC0290
 LC0290                          STATION RECOVERY (1998)
 LC0290
 LC0290'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 1998 (CEW)
 LC0290'FOUND STATION MARK AND RM2.  STATION IS 0.15 MILES SOUTH OF DRIVE TO
 LC0290'HOUSE ADDRESS 3555 CR1700E.  2.3 FT EAST OF A METAL WITNESS POST.
 LC0290'129.2 FT NORTHWEST OF A UTIL POLE WITH A NAIL AND BRASS TAG ACROSS THE
 LC0290'ROAD.  220.7 FT SOUTHWEST OF A UTIL POLE WITH A NAIL AND BRASS TAG
 LC0290'ACROSS THE ROAD.  RM 1 IS DESTROYED.
 LC0290
 LC0290                          STATION RECOVERY (2005)
 LC0290
 LC0290'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0290'MARK RAD
 LC0290'RM 1 NOT FOUND
 LC0290'RM 2 FOUND DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1733 ***********************************************************************
 LC1733  DESIGNATION -  LUDLOW MUNICIPAL TANK
 LC1733  PID         -  LC1733
 LC1733  STATE/COUNTY-  IL/CHAMPAIGN
 LC1733  USGS QUAD   -  PERDUEVILLE (1984)
 LC1733
 LC1733                         *CURRENT SURVEY CONTROL
 LC1733  ___________________________________________________________________
 LC1733* NAD 83(1997)-  40 23 16.76775(N)    088 07 31.08660(W)     ADJUSTED  
 LC1733* NAVD 88     -                                                        
 LC1733  ___________________________________________________________________
 LC1733  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LC1733  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC1733
 LC1733  HORZ ORDER  -  THIRD
 LC1733
 LC1733.The horizontal coordinates were established by classical geodetic methods
 LC1733.and adjusted by the National Geodetic Survey in October 1999..
 LC1733
 LC1733
 LC1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1733
 LC1733.The geoid height was determined by GEOID03.
 LC1733
 LC1733;                    North         East     Units Scale Factor Converg.
 LC1733;SPC IL E     -   413,101.904   317,663.225   MT  0.99997884   +0 08 05.3
 LC1733;SPC IL E     - 1,355,318.50  1,042,200.10   sFT  0.99997884   +0 08 05.3
 LC1733;UTM  16      - 4,471,429.657   404,489.435   MT  0.99971229   -0 43 45.1
 LC1733
 LC1733                          SUPERSEDED SURVEY CONTROL
 LC1733
 LC1733  NAD 83(1997)-  40 23 16.76784(N)    088 07 31.08647(W) AD(       ) 4
 LC1733  NAD 83(1986)-  40 23 16.77466(N)    088 07 31.08403(W) AD(       ) 4
 LC1733  NAD 83(1986)-  40 23 16.77351(N)    088 07 31.08607(W) AD(       ) 4
 LC1733  NAD 27      -  40 23 16.65300(N)    088 07 30.92400(W) AD(       ) 3
 LC1733
 LC1733.Superseded values are not recommended for survey control.
 LC1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1733.See file dsdata.txt to determine how the superseded data were derived.
 LC1733
 LC1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK0448971430(NAD 83)
 LC1733_MARKER: 53 = ELEVATED TANK
 LC1733
 LC1733  HISTORY     - Date     Condition        Report By
 LC1733  HISTORY     - 1959     FIRST OBSERVED   CGS
 LC1733
 LC1733                          STATION DESCRIPTION
 LC1733
 LC1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1733'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF THE SMALL
 LC1733'TOWN OF LUDLOW.
 LC1733'
 LC1733'THE STATION IS THE TOP OF THE TANK WHICH IS SUPPORTED BY
 LC1733'4 LEGS AND IS APPROXIMATELY 120 FEET HIGH.  THE TANK IS PAINTED
 LC1733'SILVER AND HAS THE WORDS LUDLOW PAINTED ON THE SIDE.  THE
 LC1733'TANK ALSO HAS A LARGE CENTER PIPE FROM THE BASE OF THE TANK
 LC1733'TO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0289 ***********************************************************************
 LC0289  DESIGNATION -  LUDLOW RM 1
 LC0289  PID         -  LC0289
 LC0289  STATE/COUNTY-  IL/CHAMPAIGN
 LC0289  USGS QUAD   -  PERDUEVILLE (1984)
 LC0289
 LC0289                         *CURRENT SURVEY CONTROL
 LC0289  ___________________________________________________________________
 LC0289* NAD 83(1986)-  40 23 29.     (N)    088 08 11.     (W)     SCALED    
 LC0289* NAVD 88     -       233.949  (meters)     767.55   (feet)  ADJUSTED  
 LC0289  ___________________________________________________________________
 LC0289  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0289  DYNAMIC HT  -         233.836 (meters)     767.18  (feet)  COMP
 LC0289  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LC0289
 LC0289  VERT ORDER  -  SECOND    CLASS 0
 LC0289
 LC0289.The horizontal coordinates were scaled from a topographic map and have
 LC0289.an estimated accuracy of +/- 6 seconds.
 LC0289
 LC0289.The orthometric height was determined by differential leveling
 LC0289.and adjusted by the National Geodetic Survey in June 1991..
 LC0289
 LC0289.The geoid height was determined by GEOID03.
 LC0289
 LC0289.The dynamic height is computed by dividing the NAVD 88
 LC0289.geopotential number by the normal gravity value computed on the
 LC0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0289.degrees latitude (g = 980.6199 gals.).
 LC0289
 LC0289.The modeled gravity was interpolated from observed gravity values.
 LC0289
 LC0289;                    North         East    Units  Estimated Accuracy
 LC0289;SPC IL E     -   413,480.      316,720.      MT  (+/- 180 meters Scaled)
 LC0289
 LC0289                          SUPERSEDED SURVEY CONTROL
 LC0289
 LC0289  NGVD 29 (??/??/92)  234.001  (m)          767.72   (f) ADJ UNCH    2 0
 LC0289
 LC0289.Superseded values are not recommended for survey control.
 LC0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0289.See file dsdata.txt to determine how the superseded data were derived.
 LC0289
 LC0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK035718(NAD 83)
 LC0289_MARKER: DR = REFERENCE MARK DISK
 LC0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0289_STAMPING: LUDLOW NO 1 1959
 LC0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0289+STABILITY: SURFACE MOTION
 LC0289
 LC0289  HISTORY     - Date     Condition        Report By
 LC0289  HISTORY     - 1959     MONUMENTED       CGS
 LC0289
 LC0289                          STATION DESCRIPTION
 LC0289
 LC0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0289'1 MI NW FROM LUDLOW.
 LC0289'ABOUT 0.6 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 LC0289'OFFICE AT LUDLOW, THENCE 0.4 MILES NORTH ALONG A GRAVEL ROAD,
 LC0289'22 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 LC0289'WEST OF A FENCE, 116 FEET NORTH OF THE FOURTH POWER POLE SOUTH
 LC0289'OF A FARM HOUSE WEST OF THE ROAD, 49.0 FEET EAST OF TRIANGULATION
 LC0289'STATION LUDLOW, 51.3 FEET EAST OF A METAL WITNESS POST, ABOUT
 LC0289'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 LC0289'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0288 ***********************************************************************
 LC0288  DESIGNATION -  LUDLOW RM 2
 LC0288  PID         -  LC0288
 LC0288  STATE/COUNTY-  IL/CHAMPAIGN
 LC0288  USGS QUAD   -  PERDUEVILLE (1984)
 LC0288
 LC0288                         *CURRENT SURVEY CONTROL
 LC0288  ___________________________________________________________________
 LC0288* NAD 83(1986)-  40 23 29.     (N)    088 08 11.     (W)     SCALED    
 LC0288* NAVD 88     -       234.254  (meters)     768.55   (feet)  ADJUSTED  
 LC0288  ___________________________________________________________________
 LC0288  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC0288  DYNAMIC HT  -         234.140 (meters)     768.17  (feet)  COMP
 LC0288  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 LC0288
 LC0288  VERT ORDER  -  SECOND    CLASS 0
 LC0288
 LC0288.The horizontal coordinates were scaled from a topographic map and have
 LC0288.an estimated accuracy of +/- 6 seconds.
 LC0288
 LC0288.The orthometric height was determined by differential leveling
 LC0288.and adjusted by the National Geodetic Survey in June 1991..
 LC0288
 LC0288.The geoid height was determined by GEOID03.
 LC0288
 LC0288.The dynamic height is computed by dividing the NAVD 88
 LC0288.geopotential number by the normal gravity value computed on the
 LC0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0288.degrees latitude (g = 980.6199 gals.).
 LC0288
 LC0288.The modeled gravity was interpolated from observed gravity values.
 LC0288
 LC0288;                    North         East    Units  Estimated Accuracy
 LC0288;SPC IL E     -   413,480.      316,720.      MT  (+/- 180 meters Scaled)
 LC0288
 LC0288                          SUPERSEDED SURVEY CONTROL
 LC0288
 LC0288  NGVD 29 (??/??/92)  234.306  (m)          768.72   (f) ADJ UNCH    2 0
 LC0288
 LC0288.Superseded values are not recommended for survey control.
 LC0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0288.See file dsdata.txt to determine how the superseded data were derived.
 LC0288
 LC0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK035718(NAD 83)
 LC0288_MARKER: DR = REFERENCE MARK DISK
 LC0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0288_STAMPING: LUDLOW NO 2 1959
 LC0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0288+STABILITY: SURFACE MOTION
 LC0288
 LC0288  HISTORY     - Date     Condition        Report By
 LC0288  HISTORY     - 1959     MONUMENTED       CGS
 LC0288
 LC0288                          STATION DESCRIPTION
 LC0288
 LC0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0288'1 MI NW FROM LUDLOW.
 LC0288'ABOUT 0.6 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 LC0288'OFFICE AT LUDLOW, THENCE 0.4 MILES NORTH ALONG A GRAVEL ROAD,
 LC0288'27 FEET WEST OF THE CENTER LINE OF THE ROAD, 87 FEET NORTHEAST
 LC0288'OF THE FOURTH POWER POLE SOUTH OF A FARM HOUSE WEST OF THE
 LC0288'ROAD, 47.8 FEET SOUTH OF TRIANGULATION STATION LUDLOW, 47.8 FEET
 LC0288'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 LC0288'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LC0288'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1616 ***********************************************************************
 LC1616  DESIGNATION -  LUDLOW RM 3
 LC1616  PID         -  LC1616
 LC1616  STATE/COUNTY-  IL/CHAMPAIGN
 LC1616  USGS QUAD   -  PERDUEVILLE (1984)
 LC1616
 LC1616                         *CURRENT SURVEY CONTROL
 LC1616  ___________________________________________________________________
 LC1616* NAD 83(1986)-  40 23 29.     (N)    088 08 11.     (W)     SCALED    
 LC1616* NAVD 88     -       233.97   (meters)     767.6    (feet)  RESET     
 LC1616  ___________________________________________________________________
 LC1616  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LC1616
 LC1616  VERT ORDER  -  THIRD
 LC1616
 LC1616.The horizontal coordinates were scaled from a topographic map and have
 LC1616.an estimated accuracy of +/- 6 seconds.
 LC1616
 LC1616.The orthometric height was computed from unverified reset data.
 LC1616.No vertical observational check was made to the station.
 LC1616
 LC1616.The geoid height was determined by GEOID03.
 LC1616
 LC1616;                    North         East    Units  Estimated Accuracy
 LC1616;SPC IL E     -   413,480.      316,720.      MT  (+/- 180 meters Scaled)
 LC1616
 LC1616                          SUPERSEDED SURVEY CONTROL
 LC1616
 LC1616  NGVD 29 (03/28/06)  234.03   (m)          767.8    (f) RESET       3  
 LC1616
 LC1616.Superseded values are not recommended for survey control.
 LC1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1616.See file dsdata.txt to determine how the superseded data were derived.
 LC1616
 LC1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK035718(NAD 83)
 LC1616_MARKER: DR = REFERENCE MARK DISK
 LC1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1616_STAMPING: LUDLOW 1959 NO 3 1979
 LC1616_PROJECTION: PROJECTING 8 CENTIMETERS
 LC1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1616+STABILITY: SURFACE MOTION
 LC1616
 LC1616  HISTORY     - Date     Condition        Report By
 LC1616  HISTORY     - 1979     MONUMENTED       NGS
 LC1616
 LC1616                          STATION DESCRIPTION
 LC1616
 LC1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LC1616'1.0 MI NW FROM LUDLOW.
 LC1616'0.2 MILE WEST FROM MAIN CROSS ROAD IN LUDLOW, THENCE SOUTH AND WEST ON
 LC1616'A PAVED ROAD FOR 0.4 MILE AT ROAD RIGHT JUST WEST OF INTERSTATE
 LC1616'HIGHWAY 57, THENCE EAST AND NORTH ALONG COUNTY ROAD 1700 EAST, 113
 LC1616'FEET NORTH OF A POWER LINE POLE, AND 22 FEET EAST OF CENTER LINE OF
 LC1616'ROAD.
 LC1616'THE MARK IS 51 FT  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1882 ***********************************************************************
 LC1882  DESIGNATION -  LUDWICK
 LC1882  PID         -  LC1882
 LC1882  STATE/COUNTY-  IL/WOODFORD
 LC1882  USGS QUAD   -  SECOR (1970)
 LC1882
 LC1882                         *CURRENT SURVEY CONTROL
 LC1882  ___________________________________________________________________
 LC1882* NAD 83(1997)-  40 41 29.62324(N)    089 14 01.88779(W)     ADJUSTED  
 LC1882* NAVD 88     -       247.2    (meters)     811.     (feet)  GPS OBS   
 LC1882  ___________________________________________________________________
 LC1882  X           -      64,759.322 (meters)                     COMP
 LC1882  Y           -  -4,842,722.803 (meters)                     COMP
 LC1882  Z           -   4,136,652.363 (meters)                     COMP
 LC1882  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 LC1882  ELLIP HEIGHT-         214.85  (meters)          (02/03/05) GPS OBS
 LC1882  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LC1882
 LC1882  HORZ ORDER  -  FIRST
 LC1882  ELLP ORDER  -  FOURTH    CLASS II
 LC1882
 LC1882.The horizontal coordinates were established by GPS observations
 LC1882.and adjusted by the AMERICAN SURVEYING in March 2003..
 LC1882
 LC1882.The orthometric height was determined by GPS observations and a
 LC1882.high-resolution geoid model.
 LC1882
 LC1882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1882
 LC1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1882
 LC1882.The ellipsoidal height was determined by GPS observations
 LC1882.and is referenced to NAD 83.
 LC1882
 LC1882.The geoid height was determined by GEOID03.
 LC1882
 LC1882;                    North         East     Units Scale Factor Converg.
 LC1882;SPC IL W     -   447,193.683   778,842.660   MT  1.00001766   +0 36 29.6
 LC1882;SPC IL W     - 1,467,167.94  2,555,252.96   sFT  1.00001766   +0 36 29.6
 LC1882;SPC IL E     -   447,180.342   223,883.548   MT  1.00004628   -0 35 13.8
 LC1882;SPC IL E     - 1,467,124.17    734,524.61   sFT  1.00004628   -0 35 13.8
 LC1882;UTM  16      - 4,506,918.102   311,248.826   MT  1.00003854   -1 27 24.7
 LC1882
 LC1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1882!SPC IL W     -   0.99996630  x   1.00001766  =   0.99998396
 LC1882!SPC IL E     -   0.99996630  x   1.00004628  =   1.00001258
 LC1882!UTM  16      -   0.99996630  x   1.00003854  =   1.00000484
 LC1882
 LC1882|---------------------------------------------------------------------|
 LC1882| PID    Reference Object                     Distance      Geod. Az  |
 LC1882|                                                           dddmmss.s |
 LC1882| CI7734 LUDWICK RM 3                         19.707 METERS 04649     |
 LC1882| CI7735 LUDWICK RM 4                         15.728 METERS 07359     |
 LC1882| CI7731 LUDWICK AZ MK                                      0852508.9 |
 LC1882| CI7732 LUDWICK RM 1                         22.270 METERS 13435     |
 LC1882| LC1883 GOODFIELD SINC PLINE MICROWAVE      APPROX. 6.3 KM 2085129.2 |
 LC1882| LC1889 COOPER CINC PLINE MICROWAVE         APPROX.15.8 KM 2455740.6 |
 LC1882| LC1890 WASHINGTON MUNICIPAL TANK           APPROX.14.6 KM 2745608.9 |
 LC1882| LC1885 EUREKA COURTHOUSE FINIAL            APPROX. 4.7 KM 3160508.4 |
 LC1882| LC1884 EUREKA MUNICIPAL TANK               APPROX. 4.8 KM 3172524.4 |
 LC1882| CI7733 LUDWICK RM 2                         22.365 METERS 34556     |
 LC1882|---------------------------------------------------------------------|
 LC1882
 LC1882                          SUPERSEDED SURVEY CONTROL
 LC1882
 LC1882  NAD 83(1997)-  40 41 29.62583(N)    089 14 01.89217(W) AD(       ) 1
 LC1882  NAD 83(1986)-  40 41 29.64005(N)    089 14 01.89556(W) AD(       ) 1
 LC1882  NAD 27      -  40 41 29.51000(N)    089 14 01.59500(W) AD(       ) 1
 LC1882  NGVD 29 (07/19/86)  247.6    (m)          812.     (f) VERT ANG       
 LC1882
 LC1882.Superseded values are not recommended for survey control.
 LC1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1882.See file dsdata.txt to determine how the superseded data were derived.
 LC1882
 LC1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL1124906918(NAD 83)
 LC1882_MARKER: DS = TRIANGULATION STATION DISK
 LC1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1882_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1882+STABILITY: SURFACE MOTION
 LC1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1882+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 LC1882
 LC1882  HISTORY     - Date     Condition        Report By
 LC1882  HISTORY     - 1939     MONUMENTED       CGS
 LC1882  HISTORY     - 1959     GOOD             CGS
 LC1882  HISTORY     - 1959     GOOD             CGS
 LC1882  HISTORY     - 1968     GOOD             CGS
 LC1882  HISTORY     - 19981028 MARK NOT FOUND   USPSQD
 LC1882  HISTORY     - 200205   GOOD             ASCPC
 LC1882
 LC1882                          STATION DESCRIPTION
 LC1882
 LC1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 LC1882'THE STATION IS LOCATED 2 MILES SOUTH AND 2 MILES EAST OF
 LC1882'EUREKA, IN THE SOUTHEAST CORNER OF SEC. 20, T. 26 N., R. 1 W.,
 LC1882'LAND OWNED BY GEORGE LUDWICK, PAUL BUENGER, TENANT.  ON THE
 LC1882'WEST SIDE OF A NORTH-AND-SOUTH FENCE LINE.  IT IS 24 FEET
 LC1882'WEST OF THE CENTER LINE OF A NORTH-AND-SOUTH ROAD, 42 FEET
 LC1882'SOUTH OF THE CENTER LINE OF A T-ROAD WEST, 17-1/2 FEET SOUTH
 LC1882'OF A NORTHEAST FENCE CORNER, 94-1/2 FEET SOUTH-SOUTHEAST
 LC1882'OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE, AND 60 FEET
 LC1882'SOUTHWEST OF A LARGE BOULDER ON THE EAST SIDE OF THE ROAD
 LC1882'INSCRIBED VERSAILLES COUNTY SEAT 1841-1843.  THE MARK,
 LC1882'PROJECTS 6 INCHES ABOVE THE GROUND AND
 LC1882'IS STAMPED LUDWICK 1939.
 LC1882'
 LC1882'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S.
 LC1882'NO. 24 AND ILLINOIS NO. 117 AT THE SOUTHWEST CORNER OF THE
 LC1882'COURTHOUSE SQUARE IN EUREKA, GO SOUTH ON ILLINOIS HIGHWAY
 LC1882'NO. 117 FOR 1.1 MILES TO A CROSS ROAD, TURN LEFT (EAST)
 LC1882'AND GO 2.0 MILES, TURN RIGHT (SOUTH) AND GO 0.95 MILE TO A
 LC1882'SCHOOLHOUSE ON THE LEFT, T-ROAD WEST AND THE STATION.
 LC1882'
 LC1882'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1882'BRONZE DISKS SET IN CONCRETE.
 LC1882'
 LC1882'REFERENCE MARK NO. 1 IS 22.250 METERS, 73.00 FEET, SOUTHEAST
 LC1882'OF THE STATION, IN A NORTH-AND-SOUTH FENCE LINE, AND 25 FEET
 LC1882'EAST OF THE CENTER LINE OF THE ROAD.  THE MARK,
 LC1882'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED LUDWICK
 LC1882'NO 1 1939.
 LC1882'
 LC1882'REFERENCE MARK NO. 2 IS 22.368 METERS, 73.39 FEET, NORTH-NORTHWEST
 LC1882'OF THE STATION, IN THE SOUTH FENCE OF THE SCHOOLYARD, 26
 LC1882'FEET NORTH OF THE CENTER LINE OF A T-ROAD WEST, 18 FEET
 LC1882'WEST OF THE SOUTHEAST FENCE CORNER OF THE SCHOOLYARD, AND 21
 LC1882'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL.
 LC1882'THE MARK, PROJECTS 1 FOOT ABOVE THE GROUND AND
 LC1882'IS STAMPED LUDWICK NO 2 1939.
 LC1882'
 LC1882'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE EAST OF THE STATION,
 LC1882'IN A NORTH-AND-SOUTH FENCE LINE, 25 YARDS EAST OF A BARN,
 LC1882'AND 48 FEET NORTH OF THE SOUTHEAST FENCE CORNER OF THE BARNYARD.
 LC1882'THE MARK, PROJECTS 8 INCHES ABOVE THE GROUND AND
 LC1882'IS STAMPED LUDWICK 1939.  TO REACH THE MARK FROM THE STATION
 LC1882'GO SOUTH 0.05 MILE, THEN EAST FOR 0.25 MILE, THEN NORTH,
 LC1882'THROUGH A LANE FOR 0.05 MILE TO THE FARM BUILDINGS AND THE
 LC1882'MARK.
 LC1882'
 LC1882'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE POSTS WHICH
 LC1882'PROJECT 2-1/2 FEET ABOVE THE GROUND.
 LC1882'
 LC1882'64-FOOT TOWER NEEDED TO SEE A 77-FOOT TOWER AT RISSER.
 LC1882'
 LC1882'64-FOOT TOWER NEEDED TO SEE A 90-FOOT TOWER AT GINGRICH.
 LC1882'
 LC1882'37-FOOT TOWER NEEDED TO SEE A 64-FOOT TOWER AT HUMMEL.
 LC1882'
 LC1882'37-FOOT TOWER NEEDED TO SEE A 77-FOOT TOWER AT DRESSLER.
 LC1882'
 LC1882'90-FOOT TOWER AT DURST IS VISIBLE FROM THE GROUND.
 LC1882'
 LC1882'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LC1882
 LC1882                          STATION RECOVERY (1959)
 LC1882
 LC1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RWE)
 LC1882'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LC1882'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 LC1882'TO REFERENCE MARK NO. 2 AND AZIMUTH MARK CHECKED.  THE DIRECTION
 LC1882'TO REFERENCE MARK NO. 1 CHECKED, BUT A DIFFERENCE WAS FOUND
 LC1882'IN THE DISTANCE.
 LC1882'
 LC1882'NEW WITNESS POSTS WERE SET AT THE STATION MARK AND AZIMUTH
 LC1882'MARK.
 LC1882'
 LC1882'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LC1882
 LC1882                          STATION RECOVERY (1959)
 LC1882
 LC1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GWM)
 LC1882'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LC1882'CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.
 LC1882'REFERENCE MARK 1 WAS TAKEN OUT AT THE REQUEST OF THE PROPERTY
 LC1882'OWNER AND A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 LC1882'
 LC1882'THE DISCRIPTION AND THE TO REACH FOLLOWS--
 LC1882'
 LC1882'THE STATION IS ABOUT 3 MILES SOUTHEAST OF EUREKA, ABOUT 5
 LC1882'MILES SOUTHWEST OF SECOR AND IS ON THE PROPERTY OF MR. GEORGE
 LC1882'LUDWICK.  IT IS IN THE SOUTHEAST CORNER OF SECTION 20, T. 26 N.,
 LC1882'R. 1 W., 27 FEET WEST OF THE CENTERLINE OF A PAVED ROAD,
 LC1882'42 FEET SOUTHWEST OF THE CENTERLINE OF A T-ROAD, 94 FEET
 LC1882'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.  17 FEET SOUTH OF A
 LC1882'FENCE CORNER AND 1 FOOT WEST OF A WIRE FENCE.  THE MONUMENT
 LC1882'IS FLUSH AND THE DISK IS STAMPED LUDWICK 1939.
 LC1882'
 LC1882'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE
 LC1882'COURTHOUSE IN EUREKA, GO SOUTH ON STATE HIGHWAY 117 FOR 1.1
 LC1882'MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 LC1882'THE PAVED ROAD FOR 2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 LC1882'AND GO SOUTH ON A GRAVELED ROAD FOR 0.95 MILE TO A SIDE
 LC1882'ROAD RIGHT AND THE STATION IN THE SOUTHWEST ANGLE OF THE
 LC1882'ROAD JUNCTION.
 LC1882'
 LC1882'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND
 LC1882'EAST ON A PAVED ROAD 0.25 MILE TO THE WEST ONE OF TWO DRIVEWAYS.
 LC1882'TURN LEFT AND GO NORTH ON THE WEST DRIVE FOR 0.05 MILE TO
 LC1882'THE SOUTH SIDE OF A LARGE BARN.  TURN RIGHT AND GO EAST FOR
 LC1882'ABOUT 200 FEET TO A FARM LANE LEADING NORTH.  TURN LEFT AND
 LC1882'GO NORTH ON THE FARM LANE FOR ABOUT 150 FEET TO THE AZIMUTH
 LC1882'MARK ON THE LEFT.
 LC1882'
 LC1882'REFERENCE MARK 2 IS 26 FEET NORTH OF THE CENTERLINE OF A
 LC1882'PAVED ROAD, 18 FEET WEST OF A FENCE CORNER, 21 FEET SOUTHEAST
 LC1882'OF THE SOUTHEAST CORNER OF THE HOUSE AND IS SET IN AN EAST-WEST
 LC1882'FENCE LINE.  THE MONUMENT PROJECTS 5 INCHES AND THE DISK
 LC1882'IS STAMPED LUDWICK NO 2 1939.
 LC1882'
 LC1882'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN A ROUND BOULDER
 LC1882'THAT IS ABOUT 3 FEET IN DIAMETER AND PROJECTS 1 FOOT.  THE
 LC1882'BOULDER HAS THE INSCRIPTION VERSAILLES COUNTY SEAT 1841-1843
 LC1882'ON THE WEST SIDE.  IT IS 26 FEET NORTH OF A POWER POLE, 3
 LC1882'FEET WEST OF A WIRE FENCE AND 21 FEET EAST OF THE CENTERLINE
 LC1882'OF A T-INTERSECTION.
 LC1882'
 LC1882'THE AZIMUTH MARK IS 75 FEET EAST OF THE NORTHEAST CORNER
 LC1882'OF A BARN, 1 FOOT SOUTH OF A WITNESS POST AND IS SET AT A
 LC1882'T-FENCE CORNER OF A FENCE LEADING WEST AND A NORTH-SOUTH FENCE
 LC1882'LINE.  THE MONUMENT PROJECTS 14 INCHES AND THE DISK IS STAMPED
 LC1882'LUDWICK 1939.
 LC1882'
 LC1882'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LC1882
 LC1882                          STATION RECOVERY (1968)
 LC1882
 LC1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 LC1882'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LC1882'FOUND IN GOOD CONDITION AND AS DESCRIBED IN THE 1939 RECOVERY
 LC1882'NOTE.  THE AZIMUTH MARK WAS OBSTRUCTED BY TALL CORN AND
 LC1882'COULD NOT BE CUT IN.  REFERENCE MARK 3 WAS SET IN A BOULDER
 LC1882'WHICH WAS SLIPPING INTO A DITCH LINE.  THIS MARK HAS MOVED
 LC1882'FROM ITS ORIGINAL POSITION ACCORDING TO MEASUREMENTS AND
 LC1882'ANGLES.  THE DISK WAS REMOVED AND THE BOULDER WILL BE MOVED
 LC1882'ALSO BY COUNTY OFFICIALS.  A REFERENCE MARK 4 WAS ESTABLISHED.
 LC1882'THE RECOVERY NOTE IS GOOD WITH THE BELOW INFORMATION.
 LC1882'
 LC1882'REFERENCE MARK 4 IS 40 FEET SOUTHEAST OF THE INTERSECTION
 LC1882'OF THE NORTH-SOUTH ROAD AND A SIDE ROAD WEST, 25 FEET EAST
 LC1882'OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 3 FEET SOUTH OF
 LC1882'A POWER POLE AND 1 FOOT WEST OF A FENCE.  THE MONUMENT PROJECTS
 LC1882'5 INCHES AND THE DISK IS STAMPED LUDWICK 1939 NO 4 1968.
 LC1882'
 LC1882'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1882'
 LC1882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 LC1882'SOUTHEAST OF EUREKA
 LC1882
 LC1882                          STATION RECOVERY (1998)
 LC1882
 LC1882'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1882'MARK NOT FOUND.
 LC1882
 LC1882                          STATION RECOVERY (2002)
 LC1882
 LC1882'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 LC1882'RECOVERED AS DESCRIBED
 LC1882' 
 LC1882'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA2107 ***********************************************************************
 JA2107  DESIGNATION -  LUKIN
 JA2107  PID         -  JA2107
 JA2107  STATE/COUNTY-  IL/LAWRENCE
 JA2107  USGS QUAD   -  LANCASTER (1968)
 JA2107
 JA2107                         *CURRENT SURVEY CONTROL
 JA2107  ___________________________________________________________________
 JA2107* NAD 83(1997)-  38 36 49.16259(N)    087 50 07.33489(W)     ADJUSTED  
 JA2107* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 JA2107  ___________________________________________________________________
 JA2107  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 JA2107  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JA2107
 JA2107  HORZ ORDER  -  SECOND
 JA2107
 JA2107.The horizontal coordinates were established by classical geodetic methods
 JA2107.and adjusted by the National Geodetic Survey in October 1999..
 JA2107
 JA2107.The orthometric height was scaled from a topographic map.
 JA2107
 JA2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 JA2107
 JA2107.The geoid height was determined by GEOID03.
 JA2107
 JA2107;                    North         East     Units Scale Factor Converg.
 JA2107;SPC IL E     -   216,208.018   343,369.342   MT  0.99999815   +0 18 38.8
 JA2107;SPC IL E     -   709,342.47  1,126,537.58   sFT  0.99999815   +0 18 38.8
 JA2107;UTM  16      - 4,274,235.913   427,271.475   MT  0.99966514   -0 31 16.9
 JA2107
 JA2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JA2107!SPC IL E     -   0.99998014  x   0.99999815  =   0.99997829
 JA2107!UTM  16      -   0.99998014  x   0.99966514  =   0.99964529
 JA2107
 JA2107:                Primary Azimuth Mark                     Grid Az
 JA2107:SPC IL E     -  LUKIN AZ MK                              087 47 38.5
 JA2107:UTM  16      -  LUKIN AZ MK                              088 37 34.2
 JA2107
 JA2107|---------------------------------------------------------------------|
 JA2107| PID    Reference Object                     Distance      Geod. Az  |
 JA2107|                                                           dddmmss.s |
 JA2107| CG8855 LUKIN AZ MK                                        0880617.3 |
 JA2107| CG8856 LUKIN RM 1                           35.056 METERS 09547     |
 JA2107| JA2109 LANCASTER DOW CHEMICAL CO RAD       APPROX. 5.8 KM 1692711.9 |
 JA2107| JA2111 LANCASTER TEL MICROWAVE KSN 88      APPROX. 5.8 KM 2732938.7 |
 JA2107| CG8857 LUKIN RM 2                           22.706 METERS 32111     |
 JA2107|---------------------------------------------------------------------|
 JA2107
 JA2107                          SUPERSEDED SURVEY CONTROL
 JA2107
 JA2107  NAD 83(1997)-  38 36 49.16321(N)    087 50 07.33411(W) AD(       ) 2
 JA2107  NAD 83(1986)-  38 36 49.17318(N)    087 50 07.33409(W) AD(       ) 2
 JA2107  NAD 27      -  38 36 48.99626(N)    087 50 07.22075(W) AD(       ) 2
 JA2107
 JA2107.Superseded values are not recommended for survey control.
 JA2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA2107.See file dsdata.txt to determine how the superseded data were derived.
 JA2107
 JA2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH2727174236(NAD 83)
 JA2107_MARKER: DS = TRIANGULATION STATION DISK
 JA2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA2107_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JA2107
 JA2107  HISTORY     - Date     Condition        Report By
 JA2107  HISTORY     - 1968     MONUMENTED       CGS
 JA2107
 JA2107                          STATION DESCRIPTION
 JA2107
 JA2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 JA2107'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF LAWRENCEVILLE, 11.5
 JA2107'MILES NORTHEAST OF
 JA2107'PARKERSBURG, 8 MILES SOUTHWEST OF BRIDGEPORT, 9.5
 JA2107'MILES WEST OF ST FRANCISVILLE AND IN
 JA2107'YARD OF LUNKIN TOWNSHIP HALL.
 JA2107'MR PAUL MARTIN, TOWNSHIP SUPERVISOR GRANTED THE
 JA2107'PERMISSION AND LIVES
 JA2107'ABOUT 1 MILE NORTH AND 2.5 MILES EAST OF THE STATION.
 JA2107'
 JA2107'TO REACH FROM THE POST OFFICE IN ST FRANCISVILLE, GO WEST ON MAIN
 JA2107'ROAD FOR 2.6 MILES
 JA2107'TO THE JUNCTION OF STATE HIGHWAY 1.  CONTINUE
 JA2107'WEST, CROSSING HIGHWAY 1 FOR 7.4
 JA2107'MILES TO A T JUNCTION.  TURN RIGHT
 JA2107'AND GO NORTH FOR 0.5 MILE TO WHERE SURFACE ROAD
 JA2107'TURNS LEFT AT
 JA2107'CROSSROAD.  (TO REACH AZ MK FROM HERE TURN RIGHT ON GRAVELED ROAD
 JA2107'AND GO EAST FOR
 JA2107'0.1 MILE TO MARK ON LEFT AS DESCRIBED.) TURN LEFT AND GO
 JA2107'WEST ON GRAVELED ROAD FOR 0.25
 JA2107'MILE TO STATION ON LEFT AS DESCRIBED.
 JA2107'
 JA2107'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 JA2107'
 JA2107'STATION MARK, STAMPED LUKIN 1968, IS SET FLUSH WITH THE SURFACE OF
 JA2107'THE GROUND.  IT IS
 JA2107'117 FEET WEST OF THE NORTHWEST CORNER OF THE LUKIN
 JA2107'TOWNSHIP HALL BUILDING, 83 FEET SOUTH
 JA2107'OF CENTER OF GRAVELED ROAD, 75
 JA2107'FEET SOUTHEAST OF A POWER POLE, 42 FEET SOUTHWEST OF A
 JA2107'POWER POLE AND
 JA2107'21.6 FEET EAST-NORTHEAST OF METAL WITNESS POST IN FENCE LINE.
 JA2107'
 JA2107'RM 1, STAMPED LUKIN NO 1 1968, IS SET FLUSH WITH THE SURFACE OF THE
 JA2107'GROUND.  IT IS 92
 JA2107'FEET SOUTH OF THE CENTER OF GRAVELED ROAD, 87 FEET
 JA2107'SOUTHEAST OF A POWER POLE AND 2 FEET
 JA2107'WEST OF THE NORTHWEST CORNER OF
 JA2107'LUKIN TOWNSHIP HALL BUILDING.
 JA2107'
 JA2107'RM 2, STAMPED LUKIN NO 2 1968, IS SET FLUSH WITH THE SURFACE OF
 JA2107'GROUND.  IT IS 24
 JA2107'FEET SOUTH OF THE CENTER OF GRAVELED ROAD, 4 FEET
 JA2107'SOUTH OF FENCE LINE, 2.3 FEET SOUTH
 JA2107'OF METAL WITNESS POST AND 1 FOOT
 JA2107'EAST OF A POWER POLE.
 JA2107'
 JA2107'AZIMUTH MARK, STAMPED LUKIN 1968, IS SET FLUSH WITH THE SURFACE OF
 JA2107'THE GROUND.  IT IS
 JA2107'78.6 FEET SOUTHWEST OF A 6-INCH EVERGREEN TREE, 19
 JA2107'FEET NORTH OF THE CENTER OF GRAVELED
 JA2107'ROAD, 2 FEET WEST OF TELEPHONE
 JA2107'POLE NUMBER 180, 2 FEET NORTHWEST OF METAL WITNESS POST
 JA2107'AND 1.5 FEET
 JA2107'NORTH OF FENCE LINE.
 JA2107'
 JA2107'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1810 ***********************************************************************
 LC1810  DESIGNATION -  LUTTRELL
 LC1810  PID         -  LC1810
 LC1810  STATE/COUNTY-  IL/DE WITT
 LC1810  USGS QUAD   -  CLINTON (1979)
 LC1810
 LC1810                         *CURRENT SURVEY CONTROL
 LC1810  ___________________________________________________________________
 LC1810* NAD 83(1997)-  40 08 26.60258(N)    088 55 02.64461(W)     ADJUSTED  
 LC1810* NAVD 88     -       233.35   (+/-2cm)     765.6    (feet)  VERTCON   
 LC1810  ___________________________________________________________________
 LC1810  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LC1810  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LC1810
 LC1810  HORZ ORDER  -  FIRST
 LC1810  VERT ORDER  -  THIRD ? (See Below)
 LC1810
 LC1810.The horizontal coordinates were established by classical geodetic methods
 LC1810.and adjusted by the National Geodetic Survey in October 1999..
 LC1810
 LC1810.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1810.The vertical order pertains to the NGVD 29 superseded value.
 LC1810
 LC1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1810
 LC1810.The geoid height was determined by GEOID03.
 LC1810
 LC1810;                    North         East     Units Scale Factor Converg.
 LC1810;SPC IL E     -   385,788.779   250,227.817   MT  1.00000548   -0 22 35.5
 LC1810;SPC IL E     - 1,265,708.69    820,955.76   sFT  1.00000548   -0 22 35.5
 LC1810;UTM  16      - 4,445,138.541   336,662.462   MT  0.99992843   -1 14 10.9
 LC1810
 LC1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1810!SPC IL E     -   0.99996843  x   1.00000548  =   0.99997391
 LC1810!UTM  16      -   0.99996843  x   0.99992843  =   0.99989686
 LC1810
 LC1810|---------------------------------------------------------------------|
 LC1810| PID    Reference Object                     Distance      Geod. Az  |
 LC1810|                                                           dddmmss.s |
 LC1810| CI7737 LUTTRELL RM 1                        42.203 METERS 05305     |
 LC1810| LC1811 LUTTRELL 1934 RM 4 1976              14.054 METERS 17058     |
 LC1810| CI7736 LUTTRELL AZ MK                                     2691150.7 |
 LC1810| LC1814 LUTTRELL 1934 AZ 2 1976             403.952 METERS 2711222.2 |
 LC1810| LC1808 CLINTON DEWITT CO CTHSE FINIAL      APPROX. 3.9 KM 2895414.4 |
 LC1810| LC1807 CLINTON ILLINOIS POWER CO STK       APPROX. 3.9 KM 2932148.3 |
 LC1810| LC1809 CLINTON ICRR REPAIR SHOPS STK       APPROX. 3.1 KM 3043851.5 |
 LC1810| CI7739 LUTTRELL RM 3                        30.447 METERS 32522     |
 LC1810| CI7738 LUTTRELL RM 2                        30.501 METERS 32525     |
 LC1810|---------------------------------------------------------------------|
 LC1810
 LC1810                          SUPERSEDED SURVEY CONTROL
 LC1810
 LC1810  NAD 83(1986)-  40 08 26.61093(N)    088 55 02.64313(W) AD(       ) 1
 LC1810  NAD 27      -  40 08 26.48080(N)    088 55 02.35420(W) AD(       ) 1
 LC1810  NGVD 29 (07/19/86)  233.43   (m)          765.8    (f) LEVELING    3  
 LC1810
 LC1810.Superseded values are not recommended for survey control.
 LC1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1810.See file dsdata.txt to determine how the superseded data were derived.
 LC1810
 LC1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3666245139(NAD 83)
 LC1810_MARKER: DS = TRIANGULATION STATION DISK
 LC1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LC1810_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1810
 LC1810  HISTORY     - Date     Condition        Report By
 LC1810  HISTORY     - 1934     MONUMENTED       CGS
 LC1810  HISTORY     - 1936     GOOD             USGS
 LC1810  HISTORY     - 1970     GOOD             LOCENG
 LC1810  HISTORY     - 1971     GOOD             NGS
 LC1810  HISTORY     - 1976     GOOD             NGS
 LC1810  HISTORY     - 20001229 GOOD             ZAMBRA
 LC1810
 LC1810                          STATION DESCRIPTION
 LC1810
 LC1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 LC1810'STATION IS ABOUT 2.9 MILES BY ROAD SE OF THE COURTHOUSE IN
 LC1810'CLINTON, AND 9.3 MILES W OF INTERSECTION OF STATE HIGHWAYS
 LC1810'48 AND 120, ON THE S SIDE OF STATE HIGHWAY 120, ON LAND
 LC1810'BELONGING TO N.W. LUTTRELL, (WHO LIVES 0.3 MILE NE,) 40 FEET
 LC1810'S OF CENTER LINE OF THE HIGHWAY, 6 FEET N OF FENCE LINE, 18.5
 LC1810'FEET E OF HEDGE FENCE CORNER, AND PROJECTS 5 INCHES.
 LC1810'
 LC1810'TO REACH FROM COURTHOUSE IN CLINTON, GO S FOR 0.25 MILE TO
 LC1810'STATE HIGHWAY 120, THENCE E ON HIGHWAY FOR 2.65 MILES TO
 LC1810'STATION.
 LC1810'
 LC1810'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LC1810'BRONZE DISKS SET IN CONCRETE.
 LC1810'
 LC1810'REFERENCE MARK NO. 1 IS NE OF THE STATION, 40 FEET N OF
 LC1810'CENTER LINE OF STATE HIGHWAY 120, 130 FEET E OF FENCE CORNER,
 LC1810'AND PROJECTS 5 INCHES.  REFERENCE MARK NO. 2 IS NW OF THE
 LC1810'STATION, 43 FEET N OF CENTER LINE OF STATE HIGHWAY 120, 38
 LC1810'FEET W OF FENCE CORNER, AND PROJECTS 3 INCHES.  DISTANCE
 LC1810'BETWEEN REFERENCE MARKS IS 167.55 FEET.
 LC1810'
 LC1810'AZIMUTH MARK IS W OF THE STATION, 36 FEET N OF CENTER LINE
 LC1810'OF STATE HIGHWAY 120, ON TELEPHONE LINE, 6 FEET E OF A TELEPHONE
 LC1810'POLE, AND PROJECTS 4 INCHES.
 LC1810
 LC1810                          STATION RECOVERY (1936)
 LC1810
 LC1810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936 (SRA)
 LC1810'EXTRACT FROM LETTER DATED JUNE 21, 1936, FROM S.R. ARCHER
 LC1810'TO R.M. WILSON, BOTH OF THE U.S. GEOLOGICAL SURVEY.
 LC1810'
 LC1810'THE FOLLOWING ELEVATIONS ARE WITHIN TWO-TENTHS OF BEING
 LC1810'CORRECT, BASED UPON THEIR PRECISE LINE AT CLINTON, ILLINOIS.
 LC1810'
 LC1810'ALEXANDER, PIATT CO., ILL. -759.6
 LC1810'
 LC1810'DELAND NO. 2, PIATT CO., ILL. -708.0
 LC1810'
 LC1810'LUTTRELL, DE WITT CO., ILL. -765.9
 LC1810
 LC1810                          STATION RECOVERY (1970)
 LC1810
 LC1810'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 LC1810'RECOVERED BY C.S. DANNER ENGINEERING.
 LC1810'
 LC1810'LUTTRELL 1934-GOOD
 LC1810'
 LC1810'LUTTREELL AZ MK-GOOD
 LC1810'
 LC1810'REFERENCE MARKS-NOT SEARCHED FOR.
 LC1810'
 LC1810'NO LINE OF SIGHT BETWEEN LUTTRELL AND AZ MK. TREE BLOCKS
 LC1810'LINE TO OBS ON GROUND
 LC1810
 LC1810                          STATION RECOVERY (1971)
 LC1810
 LC1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LC1810'THE STATION MARK, REFERENCE MARK 1 AND THE 1934 AZIMUTH
 LC1810'MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 LC1810'FOUND TO HAVE BEEN HIT AND LEANING TO THE EAST.  THE MONUMENT
 LC1810'WAS RESET AND USED FOR REFERENCE MARK 3.  THE LINE OF SIGHT
 LC1810'TO THE AZIMUTH MARK IS OBSTRUCTED BY TREES AND A NO. 2 AZIMUTH
 LC1810'MARK WAS SET.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 LC1810'1 CHECKED.  A NEW DESCRIPTION FOLLOWS--
 LC1810'
 LC1810'THE STATION IS 40 FEET SOUTH OF THE CENTERLINE OF STATE
 LC1810'HIGHWAY 10, 20 FEET EAST OF A STONE FENCE CORNER POST, ON
 LC1810'THE HIGHEST POINT OF SMALL G GRADE, 100 FEET SOUTHEAST
 LC1810'OF AN 18 INCH TREE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LC1810'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED LUTTRELL
 LC1810'1934.
 LC1810'
 LC1810'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 LC1810'10 AND U.S. HIGHWAY 54 AT THE SOUTHEAST EDGE OF CLINTON,
 LC1810'GO EAST ON HIGHWAY 10 FOR 1.45 MILES TO THE 1934 AZIMUTH
 LC1810'MARK ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 0.6
 LC1810'MILE TO THE NO. 2 AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 LC1810'THE HIGHWAY FOR 0.25 MILE TO THE TOP OF A SMALL GRADE AND
 LC1810'THE STATION ON THE RIGHT.
 LC1810'
 LC1810'REFERENCE MARK 1 IS 128 FEET EAST OF A FENCE LINE AND CONCRETE
 LC1810'RIGHT-OF-WAY POST AND 39 FEET NORTH OF THE CENTERLINE OF
 LC1810'THE HIGHWAY.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 LC1810'IS STAMPED LUTTRELL NO 1 1934.
 LC1810'
 LC1810'REFERENCE MARK 3 IS 39 FEET WEST OF THE FENCE AND RIGHT-OF-WAY
 LC1810'POST AND 44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LC1810'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED LUTTRELL 1934
 LC1810'NO 3 1971.
 LC1810'
 LC1810'THE 1934 AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS
 LC1810'POST, 36 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 326
 LC1810'FEET WEST OF CONCRETE RIGHT-OF-WAY POST AND A BILL BOARD.
 LC1810'THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED LUTTRELL
 LC1810'1934 AZIMUTH.
 LC1810'
 LC1810'THE 1971 AZIMUTH MARK IS A STANDARD DISK STAMPED LUTTRELL
 LC1810'1934 NO 2 1971 SET IN A DRILL HOLE IN THE TOP AND NORTH END
 LC1810'OF A CONCRETE HEADWALL, 31 FEET NORTH OF THE CENTERLINE OF
 LC1810'THE HIGHWAY, 8 FEET EAST OF THE CENTERLINE OF FIELD ENTRANCE
 LC1810'AND ON THE OPPOSITE SIDE OF THE ROAD FROM A SIDE ROAD SOUTH.
 LC1810'
 LC1810'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 LC1810'
 LC1810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 LC1810'2 MILES SOUTHEAST OF CLINTON
 LC1810
 LC1810                          STATION RECOVERY (1976)
 LC1810
 LC1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC1810'THE STATION MARK, REFERENCE MARKS 1 AND 3, AZIMUTH MARK 2 AND THE
 LC1810'1934 AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION,
 LC1810'HOWEVER, AZIMUTH MARK 2 WILL BE DESTROYED BY THE ILLINOIS DEPARTMENT
 LC1810'OF TRANSPORTATION, DUE TO REMOVAL OF ALL CONCRETE HEADWALLS
 LC1810'ALONG HIGHWAYS.  A NEW AZIMUTH MARK 3 WAS ESTABLISHED AT THIS
 LC1810'TIME.  THE 1934 AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND, DUE
 LC1810'TO TREES ON LINE AND NO OBSERVATION WERE MADE AT THIS TIME.  THE
 LC1810'DISTANCE AND HORIZONTAL DIRECTIONS TO THE MARKS CHECKED THE 1971
 LC1810'OBSERVATIONS ADEQUATELY.  DUE TO POWERLINE OVER THE STATION
 LC1810'MARK A NEW REFERENCE MARK 4 WAS ESTABLISHED AND ALL OBSERVATIONS
 LC1810'OBSERVED FROM A 103 FOOT TOWER.
 LC1810'
 LC1810'FOR THE ROUTE TO THE STATION AND THE CARDINAL DIRECTIONS FOR THE
 LC1810'MARKS SEE DESCRIPTION FOR TRIANGULATION STATION LUTTRELL 1934 RM 4.
 LC1810'
 LC1810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 LC1810'SOUTHEAST OF CLINTON.
 LC1810
 LC1810                          STATION RECOVERY (2000)
 LC1810
 LC1810'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC1810'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC1810'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC1810'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1815 ***********************************************************************
 LC1815  DESIGNATION -  LUTTRELL 1934 AZ 3 1976
 LC1815  PID         -  LC1815
 LC1815  STATE/COUNTY-  IL/DE WITT
 LC1815  USGS QUAD   -  CLINTON (1979)
 LC1815
 LC1815                         *CURRENT SURVEY CONTROL
 LC1815  ___________________________________________________________________
 LC1815* NAD 83(1997)-  40 08 27.03156(N)    088 55 19.45195(W)     ADJUSTED  
 LC1815* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 LC1815  ___________________________________________________________________
 LC1815  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 LC1815  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LC1815
 LC1815  HORZ ORDER  -  SECOND
 LC1815
 LC1815.The horizontal coordinates were established by classical geodetic methods
 LC1815.and adjusted by the National Geodetic Survey in October 1999..
 LC1815
 LC1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1815
 LC1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1815
 LC1815.The geoid height was determined by GEOID03.
 LC1815
 LC1815;                    North         East     Units Scale Factor Converg.
 LC1815;SPC IL E     -   385,804.635   249,830.052   MT  1.00000597   -0 22 46.4
 LC1815;SPC IL E     - 1,265,760.71    819,650.76   sFT  1.00000597   -0 22 46.4
 LC1815;SPC IL W     -   386,368.081   806,057.421   MT  1.00007960   +0 48 08.7
 LC1815;SPC IL W     - 1,267,609.28  2,644,540.06   sFT  1.00007960   +0 48 08.7
 LC1815;UTM  16      - 4,445,160.362   336,265.010   MT  0.99993003   -1 14 21.7
 LC1815
 LC1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1815!SPC IL E     -   0.99996949  x   1.00000597  =   0.99997546
 LC1815!SPC IL W     -   0.99996949  x   1.00007960  =   1.00004908
 LC1815!UTM  16      -   0.99996949  x   0.99993003  =   0.99989952
 LC1815
 LC1815:                Primary Azimuth Mark                     Grid Az
 LC1815:SPC IL E     -  LUTTRELL 1934 RM 4 1976                  094 15 17.6
 LC1815:SPC IL W     -  LUTTRELL 1934 RM 4 1976                  093 04 22.5
 LC1815:UTM  16      -  LUTTRELL 1934 RM 4 1976                  095 06 52.9
 LC1815
 LC1815|---------------------------------------------------------------------|
 LC1815| PID    Reference Object                     Distance      Geod. Az  |
 LC1815|                                                           dddmmss.s |
 LC1815| LC1811 LUTTRELL 1934 RM 4 1976             400.982 METERS 0935231.2 |
 LC1815| LC1814 LUTTRELL 1934 AZ 2 1976               7.649 METERS 23143     |
 LC1815|---------------------------------------------------------------------|
 LC1815
 LC1815                          SUPERSEDED SURVEY CONTROL
 LC1815
 LC1815  NAD 83(1986)-  40 08 27.03978(N)    088 55 19.45046(W) AD(       ) 2
 LC1815  NAD 27      -  40 08 26.90970(N)    088 55 19.16090(W) AD(       ) 2
 LC1815  NGVD 29 (07/19/86)  226.7    (m)          744.     (f) VERT ANG       
 LC1815
 LC1815.Superseded values are not recommended for survey control.
 LC1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1815.See file dsdata.txt to determine how the superseded data were derived.
 LC1815
 LC1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3626545160(NAD 83)
 LC1815_MARKER: DR = REFERENCE MARK DISK
 LC1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1815+STABILITY: SURFACE MOTION
 LC1815
 LC1815  HISTORY     - Date     Condition        Report By
 LC1815  HISTORY     - 1976     MONUMENTED       NGS
 LC1815
 LC1815                          STATION DESCRIPTION
 LC1815
 LC1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC1815'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF CLINTON AND
 LC1815'IN THE NW 3/4 SECTION 6, T 19 N, R 3 E, AND ON ROAD RIGHT-OF-WAY.
 LC1815'
 LC1815'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED LUTTRELL 1934
 LC1815'AZ 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LC1815'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET
 LC1815'NORTH OF THE CENTERLINE OF STATE HIGHWAY 10, 10 FEET WEST OF A
 LC1815'TELEPHONE BOX AND 3.5 FEET EAST OF A METAL WITNESS POST.
 LC1815'
 LC1815'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION
 LC1815'STATION LUTTRELL RM 4.
 LC1815'
 LC1815'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LUTTRELL
 LC1815'RM 4 DISTANCE BEING 401.048 METERS, WEST OF THE TRIANGULATION
 LC1815'STATION.
 LC1815'
 LC1815'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LUTTRELL
 LC1815'1934, DISTANCE BEING 400.984 METERS, WEST OF THE TRIANGULATION
 LC1815'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1811 ***********************************************************************
 LC1811  DESIGNATION -  LUTTRELL 1934 RM 4 1976
 LC1811  PID         -  LC1811
 LC1811  STATE/COUNTY-  IL/DE WITT
 LC1811  USGS QUAD   -  CLINTON (1979)
 LC1811
 LC1811                         *CURRENT SURVEY CONTROL
 LC1811  ___________________________________________________________________
 LC1811* NAD 83(1997)-  40 08 26.15257(N)    088 55 02.55143(W)     ADJUSTED  
 LC1811* NAVD 88     -       232.5    (meters)     763.     (feet)  VERTCON   
 LC1811  ___________________________________________________________________
 LC1811  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 LC1811  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LC1811
 LC1811  HORZ ORDER  -  FIRST
 LC1811
 LC1811.The horizontal coordinates were established by classical geodetic methods
 LC1811.and adjusted by the National Geodetic Survey in October 1999..
 LC1811
 LC1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 LC1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LC1811
 LC1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1811
 LC1811.The geoid height was determined by GEOID03.
 LC1811
 LC1811;                    North         East     Units Scale Factor Converg.
 LC1811;SPC IL E     -   385,774.884   250,229.931   MT  1.00000548   -0 22 35.5
 LC1811;SPC IL E     - 1,265,663.10    820,962.70   sFT  1.00000548   -0 22 35.5
 LC1811;SPC IL W     -   386,346.584   806,457.859   MT  1.00008064   +0 48 19.6
 LC1811;SPC IL W     - 1,267,538.75  2,645,853.83   sFT  1.00008064   +0 48 19.6
 LC1811;UTM  16      - 4,445,124.617   336,664.367   MT  0.99992843   -1 14 10.8
 LC1811
 LC1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1811!SPC IL E     -   0.99996856  x   1.00000548  =   0.99997404
 LC1811!SPC IL W     -   0.99996856  x   1.00008064  =   1.00004920
 LC1811!UTM  16      -   0.99996856  x   0.99992843  =   0.99989699
 LC1811
 LC1811|---------------------------------------------------------------------|
 LC1811| PID    Reference Object                     Distance      Geod. Az  |
 LC1811|                                                           dddmmss.s |
 LC1811| CI7737 LUTTRELL RM 1                        50.414 METERS 03847     |
 LC1811| CI7736 LUTTRELL AZ MK                                     2693749.3 |
 LC1811| LC1814 LUTTRELL 1934 AZ 2 1976             406.685 METERS 2730918.3 |
 LC1811| LC1815 LUTTRELL 1934 AZ 3 1976             400.982 METERS 2735242.1 |
 LC1811| CI7739 LUTTRELL RM 3                        43.815 METERS 33323     |
 LC1811| LC1810 LUTTRELL                             14.054 METERS 35058     |
 LC1811|---------------------------------------------------------------------|
 LC1811
 LC1811                          SUPERSEDED SURVEY CONTROL
 LC1811
 LC1811  NAD 83(1986)-  40 08 26.16080(N)    088 55 02.54992(W) AD(       ) 1
 LC1811  NAD 27      -  40 08 26.03081(N)    088 55 02.26084(W) AD(       ) 1
 LC1811  NGVD 29 (07/19/86)  232.6    (m)          763.     (f) VERT ANG       
 LC1811
 LC1811.Superseded values are not recommended for survey control.
 LC1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1811.See file dsdata.txt to determine how the superseded data were derived.
 LC1811
 LC1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3666445125(NAD 83)
 LC1811_MARKER: DR = REFERENCE MARK DISK
 LC1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1811+STABILITY: SURFACE MOTION
 LC1811
 LC1811  HISTORY     - Date     Condition        Report By
 LC1811  HISTORY     - 1976     MONUMENTED       NGS
 LC1811
 LC1811                          STATION DESCRIPTION
 LC1811
 LC1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 LC1811'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF CLINTON, IN
 LC1811'THE NW 3/4 SECTION 6, T 19 N, R 3 E, AND ON LAND OWNED BY
 LC1811'MR. S.R. GRIFFIN, CLINTON, ILLINOIS, TELEPHONE NUMBER 217-935-6440.
 LC1811'
 LC1811'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 LC1811'STATE HIGHWAYS 54 AND 10 IN THE SOUTH EDGE OF CLINTON, GO EAST ON
 LC1811'STATE HIGHWAYS 54 AND 10 FOR 0.45 MILE TO A FORK, KEEP THE RIGHT
 LC1811'FORK AND GO EAST AND SOUTHEAST ON STATE HIGHWAY 10 FOR 1.55 MILES
 LC1811'TO THE 1934 AZIMUTH MARK ON THE LEFT, CONTINUE EAST
 LC1811'ON STATE HIGHWAY 10 FOR 0.55 MILE TO AZIMUTH MARK 3 ON THE LEFT,
 LC1811'CONTINUE EAST ON STATE HIGHWAY 10 FOR 0.2 MILE TO TOP OF RISE
 LC1811'AND THE STATION ON THE RIGHT.
 LC1811'
 LC1811'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED LUTTRELL
 LC1811'1934 NO 4 1976.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 LC1811'CYLINDRICAL CONCRETE MONUMENT THAT IS 16 INCHES BELOW THE GROUND
 LC1811'SURFACE.  IT IS 89 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 LC1811'10, 50 FEET SOUTHEAST OF A FENCE CORNER, 45.5 FEET SOUTH OF A
 LC1811'METAL WITNESS POST AND 26 FEET EAST OF A NORTH-SOUTH FENCELINE.
 LC1811'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 LC1811'OF CONCRETE 45 INCHES BELOW THE GROUND SURFACE.
 LC1811'
 LC1811'LUTTRELL STATION MARKS ARE STANDARD DISKS STAMPED LUTTRELL
 LC1811'1934.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 LC1811'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND
 LC1811'SURFACE.  IT IS 40 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 LC1811'10, 19 FEET EAST OF THE FENCE CORNER AND 1 FOOT WEST OF A METAL
 LC1811'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 LC1811'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 LC1811'
 LC1811'REFERENCE MARK 1, A STANDARD DISK STAMPED LUTTRELL NO 1 1934, IS
 LC1811'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LC1811'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 44 FEET NORTH OF
 LC1811'THE CENTERLINE OF STATE HIGHWAY 10 AND 1 FOOT SOUTH OF A METAL
 LC1811'WITNESS POST.
 LC1811'
 LC1811'REFERENCE MARK 3, A STANDARD DISK STAMPED LUTTRELL NO 3 1934 1971,
 LC1811'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 LC1811'FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET NORTH OF THE
 LC1811'CENTERLINE OF STATE HIGHWAY 10 AND 37 FEET WEST OF A
 LC1811'CONCRETE RIGHT-OF-WAY POST.
 LC1811'
 LC1811'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED LUTTRELL 1934
 LC1811'AZIMUTH, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LC1811'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 LC1811'87 FEET EAST OF A POWERLINE POLE, 38 FEET NORTH OF THE CENTERLINE
 LC1811'OF STATE HIGHWAY 10 AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 LC1811'
 LC1811'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED LUTTRELL
 LC1811'1934 AZ 3 1976, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LC1811'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 LC1811'IS 32 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 10, 10 FEET
 LC1811'WEST OF A TELEPHONE BOX AND 3.5 FEET EAST OF A METAL WITNESS
 LC1811'POST.
 LC1811'
 LC1811'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2269 ***********************************************************************
 LB2269  DESIGNATION -  LYNN
 LB2269  PID         -  LB2269
 LB2269  STATE/COUNTY-  IL/VERMILION
 LB2269  USGS QUAD   -  EAST LYNN (1982)
 LB2269
 LB2269                         *CURRENT SURVEY CONTROL
 LB2269  ___________________________________________________________________
 LB2269* NAD 83(1997)-  40 27 43.35868(N)    087 45 45.89736(W)     ADJUSTED  
 LB2269* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 LB2269  ___________________________________________________________________
 LB2269  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 LB2269  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LB2269
 LB2269  HORZ ORDER  -  THIRD
 LB2269
 LB2269.The horizontal coordinates were established by classical geodetic methods
 LB2269.and adjusted by the National Geodetic Survey in October 1999..
 LB2269
 LB2269.The orthometric height was scaled from a topographic map.
 LB2269
 LB2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 LB2269
 LB2269.The geoid height was determined by GEOID03.
 LB2269
 LB2269;                    North         East     Units Scale Factor Converg.
 LB2269;SPC IL E     -   421,460.353   348,393.302   MT  1.00000382   +0 22 13.0
 LB2269;SPC IL E     - 1,382,741.17  1,143,020.36   sFT  1.00000382   +0 22 13.0
 LB2269;UTM  16      - 4,479,320.986   435,332.596   MT  0.99965147   -0 29 42.0
 LB2269
 LB2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LB2269!SPC IL E     -   0.99997111  x   1.00000382  =   0.99997493
 LB2269!UTM  16      -   0.99997111  x   0.99965147  =   0.99962259
 LB2269
 LB2269|---------------------------------------------------------------------|
 LB2269| PID    Reference Object                     Distance      Geod. Az  |
 LB2269|                                                           dddmmss.s |
 LB2269| CM3077 LYNN RM 1                            19.680 METERS 04116     |
 LB2269| LB2260 HOOPESTON MUNICIPAL TANK            APPROX. 7.4 KM 0855025.5 |
 LB2269| CM3078 LYNN RM 2                            15.649 METERS 12022     |
 LB2269|---------------------------------------------------------------------|
 LB2269
 LB2269                          SUPERSEDED SURVEY CONTROL
 LB2269
 LB2269  NAD 83(1997)-  40 27 43.35886(N)    087 45 45.89763(W) AD(       ) 3
 LB2269  NAD 83(1986)-  40 27 43.36747(N)    087 45 45.90336(W) AD(       ) 3
 LB2269  NAD 27      -  40 27 43.23530(N)    087 45 45.80660(W) AD(       ) 3
 LB2269
 LB2269.Superseded values are not recommended for survey control.
 LB2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2269.See file dsdata.txt to determine how the superseded data were derived.
 LB2269
 LB2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK3533379321(NAD 83)
 LB2269_MARKER: DS = TRIANGULATION STATION DISK
 LB2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB2269
 LB2269  HISTORY     - Date     Condition        Report By
 LB2269  HISTORY     - 1955     MONUMENTED       CGS
 LB2269
 LB2269                          STATION DESCRIPTION
 LB2269
 LB2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 LB2269'STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF HOOPESTON AND 2 MILES
 LB2269'SOUTHEAST OF EAST LYNN ON PROPERTY OF MR. ADRIAN HOUMES.  IT IS 82
 LB2269'FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. HOUMES TWO STORY
 LB2269'FRAME HOUSE, 20 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 10 FEET
 LB2269'SOUTH OF THE CENTER OF A GRAVEL DRIVE AND 3 FEET SOUTH OF A POWER
 LB2269'LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LYNN 1955.
 LB2269'
 LB2269'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 LB2269'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LB2269'THE DISK IS STAMPED LYNN NO 1 1955.
 LB2269'
 LB2269'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 LB2269'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 LB2269'THE DISK IS STAMPED LYNN NO 2 1955.
 LB2269'
 LB2269'BENCH MARK R 40 WAS USED AS THE AZIMUTH MARK.  IT IS 48 FEET SOUTH OF
 LB2269'THE SOUTH RAIL OF A RAILROAD, 19 FEET EAST OF THE CENTER OF A GRAVEL
 LB2269'ROAD, 2 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET SOUTHEAST OF A
 LB2269'WHITE WITNESS POST.  THE MARK IS A STANDARD USC AND GS BENCH MARK
 LB2269'DISK STAMPED R 40 1935 AND SET IN THE TOP OF A 6 X 6 INCH
 LB2269'CONCRETE POST, PROJECTING ABOUT 6 INCHES.
 LB2269'
 LB2269'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 1 AND 9
 LB2269'IN THE SOUTHWEST SECTION OF HOOPESTON, GO WEST ON STATE HIGHWAY 9
 LB2269'FOR 4.0 MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO NORTH FOR
 LB2269'0.2 MILE TO THE STATION ON THE LEFT, WEST SIDE OF ROAD IN THE
 LB2269'NORTHEAST CORNER OF YARD.
 LB2269'
 LB2269'TO REACH BENCH MARK R 40 FROM THE STATION, GO NORTH ON GRAVEL ROAD
 LB2269'FOR 0.3 MILE TO RAILROAD CROSSING AND THE MARK ON THE RIGHT, EAST
 LB2269'SIDE OF ROAD AS DESCRIBED.
 LB2269'
 LB2269'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1148 ***********************************************************************
 KB1148  DESIGNATION -  LYNN GROVE USLS 1879
 KB1148  PID         -  KB1148
 KB1148  STATE/COUNTY-  IL/CHAMPAIGN
 KB1148  USGS QUAD   -  LONGVIEW (1982)
 KB1148
 KB1148                         *CURRENT SURVEY CONTROL
 KB1148  ___________________________________________________________________
 KB1148* NAD 83(1997)-  39 58 09.84244(N)    088 06 36.20319(W)     ADJUSTED  
 KB1148* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 KB1148  ___________________________________________________________________
 KB1148  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KB1148  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KB1148
 KB1148  HORZ ORDER  -  FIRST
 KB1148
 KB1148.The horizontal coordinates were established by classical geodetic methods
 KB1148.and adjusted by the National Geodetic Survey in October 1999..
 KB1148
 KB1148.The orthometric height was scaled from a topographic map.
 KB1148
 KB1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KB1148
 KB1148.The geoid height was determined by GEOID03.
 KB1148
 KB1148;                    North         East     Units Scale Factor Converg.
 KB1148;SPC IL E     -   366,626.697   319,074.514   MT  0.99997948   +0 08 36.3
 KB1148;SPC IL E     - 1,202,841.09  1,046,830.30   sFT  0.99997948   +0 08 36.3
 KB1148;UTM  16      - 4,424,950.945   405,202.585   MT  0.99971063   -0 42 47.3
 KB1148
 KB1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KB1148!SPC IL E     -   0.99996817  x   0.99997948  =   0.99994765
 KB1148!UTM  16      -   0.99996817  x   0.99971063  =   0.99967881
 KB1148
 KB1148:                Primary Azimuth Mark                     Grid Az
 KB1148:SPC IL E     -  MAYVIEW USLS 1879                        356 05 03.5
 KB1148:UTM  16      -  MAYVIEW USLS 1879                        356 56 27.1
 KB1148
 KB1148|---------------------------------------------------------------------|
 KB1148| PID    Reference Object                     Distance      Geod. Az  |
 KB1148|                                                           dddmmss.s |
 KB1148| LC1735 MAYVIEW USLS 1879                   APPROX.16.2 KM 3561339.8 |
 KB1148|---------------------------------------------------------------------|
 KB1148
 KB1148                          SUPERSEDED SURVEY CONTROL
 KB1148
 KB1148  NAD 83(1997)-  39 58 09.84127(N)    088 06 36.20258(W) AD(       ) 1
 KB1148  NAD 83(1986)-  39 58 09.85279(N)    088 06 36.20194(W) AD(       ) 1
 KB1148  NAD 27      -  39 58 09.73000(N)    088 06 36.05800(W) AD(       ) 1
 KB1148
 KB1148.Superseded values are not recommended for survey control.
 KB1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1148.See file dsdata.txt to determine how the superseded data were derived.
 KB1148
 KB1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK0520324951(NAD 83)
 KB1148_MARKER: V = STONE MONUMENT
 KB1148_SETTING: 0 = UNSPECIFIED SETTING
 KB1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB1148
 KB1148  HISTORY     - Date     Condition        Report By
 KB1148  HISTORY     - 1879     MONUMENTED       USLS
 KB1148  HISTORY     - 20001229 MARK NOT FOUND   ZAMBRA
 KB1148
 KB1148                          STATION DESCRIPTION
 KB1148
 KB1148'DESCRIBED BY US LAKE SURVEY 1879
 KB1148'THIS STATION IS SITUATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST
 KB1148'QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 10 EAST, SIDNEY
 KB1148'TOWNSHIP, CHAMPAIGN COUNTY, ILLINOIS, ABOUT 3 MILES SOUTHEAST OF
 KB1148'PHILO, A STATION ON THE WABASH RAILWAY. THE HEIGHT OF
 KB1148'STATION USED WAS 60 FEET. THE GEODETIC POINT IS MARKED BY A STONE
 KB1148'POST OF THE USUAL FORM SET 3 FEET BELOW THE SURFACE, WITH A STONE
 KB1148'POST SET DIRECTLY OVER IT AS A SURFACE MARK. THREE STONE REFERENCE
 KB1148'POSTS ARE SET AS FOLLOWS - ONE NEAR THE FENCE ON THE EAST OF THE
 KB1148'STATION, BEARING SOUTH 86 DEG 25 MIN EAST, DISTANT 19.5 METERS,
 KB1148'AND TWO ON THE NORTH SIDE OF THE TOWN-LINE ROAD ON THE SOUTH OF THE
 KB1148'STATION, ONE BEARING SOUTH 6 DEG 44 MIN EAST DISTANT 204.54
 KB1148'METERS, AND THE OTHER NEAR THE SOUTHEAST CORNER OF A CEMETERY,
 KB1148'BEARING SOUTH 45 DEG 21 MIN WEST, DISTANT 287.04 METERS FROM
 KB1148'THE GEODETIC POINT. THE TOWNSHIP CORNER, LYING BETWEEN TOWNSHIPS 18
 KB1148'AND 17 NORTH, RANGE 10 EAST, AND TOWNSHIPS 17 AND 18 NORTH, RANGE
 KB1148'9 EAST, BEARS SOUTH 79 DEG 45 MIN 32 SEC WEST, AND IS DISTANT 1144.4
 KB1148'METERS FROM THE GEODETIC POINT. THE HEIGHT OF GROUND AT THE
 KB1148'STATION ABOVE MEAN LEVEL OF LAKE MICHIGAN IS 190.3 FEET.
 KB1148
 KB1148                          STATION RECOVERY (2000)
 KB1148
 KB1148'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 KB1148'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 KB1148'SEARCHED FOR NOT FOUND
 KB1148'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7487 ***********************************************************************
 DF7487  DESIGNATION -  LYNN RESET
 DF7487  PID         -  DF7487
 DF7487  STATE/COUNTY-  IL/HENRY
 DF7487  USGS QUAD   -  ANDOVER (1991)
 DF7487
 DF7487                         *CURRENT SURVEY CONTROL
 DF7487  ___________________________________________________________________
 DF7487* NAD 83(1997)-  41 17 44.19254(N)    090 20 34.80443(W)     ADJUSTED  
 DF7487* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 DF7487  ___________________________________________________________________
 DF7487  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DF7487  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 DF7487
 DF7487  HORZ ORDER  -  SECOND
 DF7487
 DF7487.The horizontal coordinates were established by classical geodetic methods
 DF7487.and adjusted by the National Geodetic Survey in October 1999..
 DF7487
 DF7487.The orthometric height was scaled from a topographic map.
 DF7487
 DF7487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7487
 DF7487.The geoid height was determined by GEOID03.
 DF7487
 DF7487;                    North         East     Units Scale Factor Converg.
 DF7487;SPC IL W     -   513,867.977   685,231.407   MT  0.99994386   -0 06 58.9
 DF7487;SPC IL W     - 1,685,915.19  2,248,130.04   sFT  0.99994386   -0 06 58.9
 DF7487;UTM  15      - 4,574,978.790   722,466.745   MT  1.00020913   +1 45 15.1
 DF7487
 DF7487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7487!SPC IL W     -   0.99996892  x   0.99994386  =   0.99991278
 DF7487!UTM  15      -   0.99996892  x   1.00020913  =   1.00017804
 DF7487
 DF7487|---------------------------------------------------------------------|
 DF7487| PID    Reference Object                     Distance      Geod. Az  |
 DF7487|                                                           dddmmss.s |
 DF7487| MG0177 LYNN RM 1                            20.295 METERS 09101     |
 DF7487| MG0710 ANDOVER SWEDISH EVAN LUTH CH        APPROX. 3.9 KM 0953737.9 |
 DF7487| MG0179 LYNN RM 2                            20.030 METERS 18324     |
 DF7487| CL9820 LYNN AZ MK                                         2685940.5 |
 DF7487| MG0713 ORION TV STATION WHBF TOWER         APPROX. 4.7 KM 3191925.1 |
 DF7487|---------------------------------------------------------------------|
 DF7487
 DF7487                          SUPERSEDED SURVEY CONTROL
 DF7487
 DF7487  NAD 83(1997)-  41 17 44.19254(N)    090 20 34.80449(W) AD(       ) 2
 DF7487  NAD 83(1986)-  41 17 44.19801(N)    090 20 34.81414(W) AD(       ) 2
 DF7487
 DF7487.Superseded values are not recommended for survey control.
 DF7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7487.See file dsdata.txt to determine how the superseded data were derived.
 DF7487
 DF7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF2246774979(NAD 83)
 DF7487_MARKER: DH = HORIZONTAL CONTROL DISK
 DF7487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7487_STAMPING: LYNN 1959 1980
 DF7487_MARK LOGO: NGS   
 DF7487_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7487+STABILITY: SURFACE MOTION
 DF7487
 DF7487  HISTORY     - Date     Condition        Report By
 DF7487  HISTORY     - 1980     MONUMENTED       NGS
 DF7487
 DF7487                          STATION DESCRIPTION
 DF7487
 DF7487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DF7487'STATION MARK FOUND WITH A SMALL AMOUNT OF THE DISK LEFT.  THE PLUMB
 DF7487'POINT VISIBLE.  RM 1 AND RM 2 FOUND WITH TOP PORTIONS BROKEN OFF. THE
 DF7487'AZ MK WITH THE DISK SHEARED OFF, THE STEM OF MARK WAS PLUMBED AND A
 DF7487'NEW DISK SET IN THE SAME MONUMENT.  RMS 3 AND 4 WERE SET IN THE SAME
 DF7487'MONUMENT THAT RM 1 AND 2 WERE SET IN.  AFTER VERIFYING THE AZ MK A
 DF7487'POINT HELD AND A NEW DISK SET AT STATION MARK.  THE STATION IS LOCATED
 DF7487'ABOUT 2.5 MILES (4.0 KM) W OF ANDOVER, 0.8 MILE (1.3 KM) OF LYNN
 DF7487'CENTER, 0.4 MILE (0.6 KM) W OF INTERSTATE HWY 74 AND ON STATE HWY
 DF7487'PROPERTY.  TO REACH STATION FROM INTERSECTION OF INTERSTATE HWY 74 AND
 DF7487'STATE HWY 81 ABOUT 3 MILES (4.8 KM) W OF ANDOVER, GO W ON STATE HWY 81
 DF7487'FOR 0.4 MILE (0.6 KM) TO THE STATION OF RIGHT AS DESCRIBED.  CONTINUE
 DF7487'W FOR 0.3 MILE (0.5 KM) TO AZ MK ON THE LEFT.
 DF7487'
 DF7487'STATION MARKS ARE STANDARD DISKS, STAMPED---LYNN 1959 1980---.  IT IS
 DF7487'36 FT (11.0 M) N OF CENTERLINE OF HWY 81, 1 FT (0.3 M) E OF A METAL
 DF7487'WITNESS POST ON ROAD RIGHT OF WAY.  THE MARK PROJECTS 2 INCHES.  RM 3
 DF7487'A STANDARD DISK, STAMPED---LYNN 1959 NO 3 1980---.  IT IS 36 FT (11.0
 DF7487'M) N OR CENTERLINE OF HWY AND 1 FT (0.3 M) W OF A METAL WITNESS POST.
 DF7487'THE MARK PROJECTS 2 INCHES.  RM 4, A STANDARD DISK, STAMPED---LYNN
 DF7487'1959 NO 4 1980---.  IT IS 30 FT (9.1 M) S OF CENTERLINE OF THE HWY AND
 DF7487'1 FT (0.3 M) W OF A METAL WITNESS POST. THE MARK PROJECTS 2 INCHES.
 DF7487'AZ MK, A STANDARD DISK, STAMPED---LYNN 1959 1980---.  IT IS 32 FT (9.8
 DF7487'M) S OF CENTERLINE OF HWY, 3 FT (0.9 M) N OF FENCELINE, 2 FT (0.6 M) N
 DF7487'OF METAL WITNESS POST, 3 FT (0.9 M) NE OF A POWER LINE POLE AND 1 FT
 DF7487'(0.3 M) W OF A METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3131 ***********************************************************************
 ME3131  DESIGNATION -  LYONS MUNICIPAL TANK
 ME3131  PID         -  ME3131
 ME3131  STATE/COUNTY-  IL/COOK
 ME3131  USGS QUAD   -  BERWYN (1993)
 ME3131
 ME3131                         *CURRENT SURVEY CONTROL
 ME3131  ___________________________________________________________________
 ME3131* NAD 83(1997)-  41 49 02.13199(N)    087 49 13.18841(W)     ADJUSTED  
 ME3131* NAVD 88     -                                                        
 ME3131  ___________________________________________________________________
 ME3131  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 ME3131  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 ME3131
 ME3131  HORZ ORDER  -  THIRD
 ME3131
 ME3131.The horizontal coordinates were established by classical geodetic methods
 ME3131.and adjusted by the National Geodetic Survey in October 1999..
 ME3131
 ME3131
 ME3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3131
 ME3131.The geoid height was determined by GEOID03.
 ME3131
 ME3131;                    North         East     Units Scale Factor Converg.
 ME3131;SPC IL E     -   571,933.014   342,623.094   MT  0.99999735   +0 20 31.4
 ME3131;SPC IL E     - 1,876,416.90  1,124,089.27   sFT  0.99999735   +0 20 31.4
 ME3131;UTM  16      - 4,629,812.228   431,867.917   MT  0.99965712   -0 32 49.1
 ME3131
 ME3131                          SUPERSEDED SURVEY CONTROL
 ME3131
 ME3131  NAD 83(1997)-  41 49 02.13209(N)    087 49 13.18881(W) AD(       ) 4
 ME3131  NAD 83(1997)-  41 49 02.13456(N)    087 49 13.19829(W) AD(       ) 4
 ME3131  NAD 83(1986)-  41 49 02.13531(N)    087 49 13.19796(W) AD(       ) 4
 ME3131  NAD 27      -  41 49 02.02257(N)    087 49 12.99044(W) AD(       ) 3
 ME3131
 ME3131.Superseded values are not recommended for survey control.
 ME3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3131.See file dsdata.txt to determine how the superseded data were derived.
 ME3131
 ME3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3186829812(NAD 83)
 ME3131_MARKER: 53 = ELEVATED TANK
 ME3131
 ME3131  HISTORY     - Date     Condition        Report By
 ME3131  HISTORY     - 1956     FIRST OBSERVED   CGS
 ME3131  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME3131
 ME3131                          STATION DESCRIPTION
 ME3131
 ME3131'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 ME3131'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 ME3131'TANK LOCATED AT
 ME3131'THE NORTHEAST CORNER OF THE INTERSECTION OF JOLIET AVENUE AND COLLINS
 ME3131'AVENUE IN THE CENTRAL SECTION OF
 ME3131'LYONS.  IT IS A STEEL TANK SUPPORTED BY A FOUR-LEGGED
 ME3131'STEEL STRUCTURE AND IS PAINTED SILVER WITH THE NAME
 ME3131'LYONS PAINTED ON THE NORTH AND
 ME3131'SOUTH SIDES IN BLACK LETTERS.  THE HEIGHT IS ABOUT 110 FEET.
 ME3131
 ME3131                          STATION RECOVERY (1989)
 ME3131
 ME3131'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME3131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0653 ***********************************************************************
 HB0653  DESIGNATION -  M 10
 HB0653  PID         -  HB0653
 HB0653  STATE/COUNTY-  IL/JACKSON
 HB0653  USGS QUAD   -  CARBONDALE (1996)
 HB0653
 HB0653                         *CURRENT SURVEY CONTROL
 HB0653  ___________________________________________________________________
 HB0653* NAD 83(1986)-  37 40 11.     (N)    089 12 46.     (W)     SCALED    
 HB0653* NAVD 88     -       125.908  (meters)     413.08   (feet)  ADJUSTED  
 HB0653  ___________________________________________________________________
 HB0653  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HB0653  DYNAMIC HT  -         125.820 (meters)     412.79  (feet)  COMP
 HB0653  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 HB0653
 HB0653  VERT ORDER  -  FIRST     CLASS I
 HB0653
 HB0653.The horizontal coordinates were scaled from a topographic map and have
 HB0653.an estimated accuracy of +/- 6 seconds.
 HB0653
 HB0653.The orthometric height was determined by differential leveling
 HB0653.and adjusted by the National Geodetic Survey in June 1991..
 HB0653.WARNING-Repeat measurements at this control monument indicate possible
 HB0653.vertical movement.
 HB0653
 HB0653.The geoid height was determined by GEOID03.
 HB0653
 HB0653.The dynamic height is computed by dividing the NAVD 88
 HB0653.geopotential number by the normal gravity value computed on the
 HB0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0653.degrees latitude (g = 980.6199 gals.).
 HB0653
 HB0653.The modeled gravity was interpolated from observed gravity values.
 HB0653
 HB0653;                    North         East    Units  Estimated Accuracy
 HB0653;SPC IL W     -   111,740.      784,150.      MT  (+/- 180 meters Scaled)
 HB0653
 HB0653                          SUPERSEDED SURVEY CONTROL
 HB0653
 HB0653  NGVD 29 (??/??/??)  125.973  (m)          413.30   (f) ADJUSTED    1 1
 HB0653
 HB0653.Superseded values are not recommended for survey control.
 HB0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0653.See file dsdata.txt to determine how the superseded data were derived.
 HB0653
 HB0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG048714(NAD 83)
 HB0653_MARKER: DB = BENCH MARK DISK
 HB0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0653_STAMPING: M 10 1922
 HB0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0653+STABILITY: SURFACE MOTION
 HB0653
 HB0653  HISTORY     - Date     Condition        Report By
 HB0653  HISTORY     - 1922     MONUMENTED       CGS
 HB0653  HISTORY     - 1969     GOOD             CGS
 HB0653
 HB0653                          STATION DESCRIPTION
 HB0653
 HB0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0653'4 MI S FROM CARBONDALE.
 HB0653'ABOUT 4.0 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0653'THE STATION AT CARBONDALE, OR ABOUT 4.1 MILES NORTH ALONG THE
 HB0653'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT MAKANDA, 14 RAILS
 HB0653'SOUTH OF THE CROSSING OF THE RAILROAD AND A PAVED ROAD, 11 1/2
 HB0653'RAILS SOUTH OF MILEPOST 312, 29 1/2 FEET WEST OF THE WEST RAIL
 HB0653'OF THE WEST TRACK, 60 FEET NORTH OF THE WEST END OF A 24-INCH
 HB0653'TUBULAR CULVERT, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 HB0653'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 HB0653'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 HB0653'GROUND.  SEC 9, T 10 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0872 ***********************************************************************
 KB0872  DESIGNATION -  M 102
 KB0872  PID         -  KB0872
 KB0872  STATE/COUNTY-  IL/MACOUPIN
 KB0872  USGS QUAD   -  CARLINVILLE WEST (1979)
 KB0872
 KB0872                         *CURRENT SURVEY CONTROL
 KB0872  ___________________________________________________________________
 KB0872* NAD 83(1986)-  39 17 29.     (N)    089 59 58.     (W)     SCALED    
 KB0872* NAVD 88     -       172.167  (meters)     564.85   (feet)  ADJUSTED  
 KB0872  ___________________________________________________________________
 KB0872  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KB0872  DYNAMIC HT  -         172.069 (meters)     564.53  (feet)  COMP
 KB0872  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 KB0872
 KB0872  VERT ORDER  -  SECOND    CLASS 0
 KB0872
 KB0872.The horizontal coordinates were scaled from a topographic map and have
 KB0872.an estimated accuracy of +/- 6 seconds.
 KB0872
 KB0872.The orthometric height was determined by differential leveling
 KB0872.and adjusted by the National Geodetic Survey in June 1991..
 KB0872
 KB0872.The geoid height was determined by GEOID03.
 KB0872
 KB0872.The dynamic height is computed by dividing the NAVD 88
 KB0872.geopotential number by the normal gravity value computed on the
 KB0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0872.degrees latitude (g = 980.6199 gals.).
 KB0872
 KB0872.The modeled gravity was interpolated from observed gravity values.
 KB0872
 KB0872;                    North         East    Units  Estimated Accuracy
 KB0872;SPC IL W     -   291,330.      714,430.      MT  (+/- 180 meters Scaled)
 KB0872
 KB0872                          SUPERSEDED SURVEY CONTROL
 KB0872
 KB0872  NGVD 29 (??/??/92)  172.302  (m)          565.29   (f) ADJ UNCH    2 0
 KB0872
 KB0872.Superseded values are not recommended for survey control.
 KB0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0872.See file dsdata.txt to determine how the superseded data were derived.
 KB0872
 KB0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ413534(NAD 83)
 KB0872_MARKER: DB = BENCH MARK DISK
 KB0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0872_STAMPING: M 102 1935
 KB0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0872+STABILITY: SURFACE MOTION
 KB0872
 KB0872  HISTORY     - Date     Condition        Report By
 KB0872  HISTORY     - 1935     MONUMENTED       CGS
 KB0872
 KB0872                          STATION DESCRIPTION
 KB0872
 KB0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0872'3 MI E FROM READER.
 KB0872'3.0 MILES EAST ALONG STATE HIGHWAY 108 FROM THE NORTH JUNCTION
 KB0872'OF STATE HIGHWAY 111 AT READER, MACOUPIN COUNTY, AT A BRIDGE, IN
 KB0872'THE TOP OF THE NORTHWEST WING WALL, 8 INCHES NORTH OF THE
 KB0872'RAILING, AND 21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 KB0872'A STANDARD DISK, STAMPED M 102 1935 AND SET IN THE TOP OF A
 KB0872'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0055 ***********************************************************************
 JC0055  DESIGNATION -  M 103
 JC0055  PID         -  JC0055
 JC0055  STATE/COUNTY-  IL/MADISON
 JC0055  USGS QUAD   -  ALTON (1994)
 JC0055
 JC0055                         *CURRENT SURVEY CONTROL
 JC0055  ___________________________________________________________________
 JC0055* NAD 83(1986)-  38 59 05.     (N)    090 08 50.     (W)     SCALED    
 JC0055* NAVD 88     -       159.152  (meters)     522.15   (feet)  ADJUSTED  
 JC0055  ___________________________________________________________________
 JC0055  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JC0055  DYNAMIC HT  -         159.056 (meters)     521.84  (feet)  COMP
 JC0055  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 JC0055
 JC0055  VERT ORDER  -  SECOND    CLASS 0
 JC0055
 JC0055.The horizontal coordinates were scaled from a topographic map and have
 JC0055.an estimated accuracy of +/- 6 seconds.
 JC0055
 JC0055.The orthometric height was determined by differential leveling
 JC0055.and adjusted by the National Geodetic Survey in June 1991..
 JC0055
 JC0055.The geoid height was determined by GEOID03.
 JC0055
 JC0055.The dynamic height is computed by dividing the NAVD 88
 JC0055.geopotential number by the normal gravity value computed on the
 JC0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0055.degrees latitude (g = 980.6199 gals.).
 JC0055
 JC0055.The modeled gravity was interpolated from observed gravity values.
 JC0055
 JC0055;                    North         East    Units  Estimated Accuracy
 JC0055;SPC IL W     -   257,270.      701,690.      MT  (+/- 180 meters Scaled)
 JC0055
 JC0055                          SUPERSEDED SURVEY CONTROL
 JC0055
 JC0055  NGVD 29 (??/??/92)  159.279  (m)          522.57   (f) ADJ UNCH    2 0
 JC0055
 JC0055.Superseded values are not recommended for survey control.
 JC0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0055.See file dsdata.txt to determine how the superseded data were derived.
 JC0055
 JC0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD471189(NAD 83)
 JC0055_MARKER: DB = BENCH MARK DISK
 JC0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0055_STAMPING: M 103 1935
 JC0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0055+STABILITY: SURFACE MOTION
 JC0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC0055+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2001
 JC0055
 JC0055  HISTORY     - Date     Condition        Report By
 JC0055  HISTORY     - 1935     MONUMENTED       CGS
 JC0055  HISTORY     - 19911201 GOOD             USGS
 JC0055  HISTORY     - 20010410 GOOD             JCLS
 JC0055
 JC0055                          STATION DESCRIPTION
 JC0055
 JC0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0055'4.2 MI S FROM BRIGHTON.
 JC0055'IN MADISON COUNTY, 4.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON
 JC0055'AND QUINCY RAILROAD FROM THE STATION AT BRIGHTON, MACOUPIN
 JC0055'COUNTY, 0.3 MILE NORTH OF MILEPOST 34, 13 YARDS NORTH OF A ROAD
 JC0055'CROSSING, 16 YARDS EAST OF THE CENTERLINE OF THE TRACK, AND AT
 JC0055'A FENCE LINE.  A STANDARD DISK, STAMPED M 103 1935 AND SET IN
 JC0055'THE TOP OF A CONCRETE POST.
 JC0055
 JC0055                          STATION RECOVERY (1991)
 JC0055
 JC0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (GDW)
 JC0055'RECOVERED IN GOOD CONDITION.
 JC0055
 JC0055                          STATION RECOVERY (2001)
 JC0055
 JC0055'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 JC0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1122 ***********************************************************************
 JB1122  DESIGNATION -  M 104
 JB1122  PID         -  JB1122
 JB1122  STATE/COUNTY-  IL/WASHINGTON
 JB1122  USGS QUAD   -  IRVINGTON (1974)
 JB1122
 JB1122                         *CURRENT SURVEY CONTROL
 JB1122  ___________________________________________________________________
 JB1122* NAD 83(1986)-  38 28 38.     (N)    089 12 59.     (W)     SCALED    
 JB1122* NAVD 88     -       140.575  (meters)     461.20   (feet)  ADJUSTED  
 JB1122  ___________________________________________________________________
 JB1122  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 JB1122  DYNAMIC HT  -         140.485 (meters)     460.91  (feet)  COMP
 JB1122  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 JB1122
 JB1122  VERT ORDER  -  SECOND    CLASS 0
 JB1122
 JB1122.The horizontal coordinates were scaled from a topographic map and have
 JB1122.an estimated accuracy of +/- 6 seconds.
 JB1122
 JB1122.The orthometric height was determined by differential leveling
 JB1122.and adjusted by the National Geodetic Survey in June 1991..
 JB1122
 JB1122.The geoid height was determined by GEOID03.
 JB1122
 JB1122.The dynamic height is computed by dividing the NAVD 88
 JB1122.geopotential number by the normal gravity value computed on the
 JB1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1122.degrees latitude (g = 980.6199 gals.).
 JB1122
 JB1122.The modeled gravity was interpolated from observed gravity values.
 JB1122
 JB1122;                    North         East    Units  Estimated Accuracy
 JB1122;SPC IL W     -   201,370.      782,920.      MT  (+/- 180 meters Scaled)
 JB1122
 JB1122                          SUPERSEDED SURVEY CONTROL
 JB1122
 JB1122  NGVD 29 (??/??/92)  140.704  (m)          461.63   (f) ADJ UNCH    2 0
 JB1122
 JB1122.Superseded values are not recommended for survey control.
 JB1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1122.See file dsdata.txt to determine how the superseded data were derived.
 JB1122
 JB1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH066610(NAD 83)
 JB1122_MARKER: DB = BENCH MARK DISK
 JB1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1122_STAMPING: M 104 1935
 JB1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1122+STABILITY: SURFACE MOTION
 JB1122
 JB1122  HISTORY     - Date     Condition        Report By
 JB1122  HISTORY     - 1935     MONUMENTED       CGS
 JB1122
 JB1122                          STATION DESCRIPTION
 JB1122
 JB1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1122'3.9 MI NE FROM HOYLETON.
 JB1122'3.9 MILES NORTHEAST ALONG THE MISSOURI-ILLINOIS RAILROAD FROM
 JB1122'THE STATION AT HOYLETON, WASHINGTON COUNTY, AT POLE 19+10, 5
 JB1122'YARDS NORTH OF A ROAD CROSSING, AND 7 YARDS NORTHWEST OF THE
 JB1122'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED M 104 1935
 JB1122'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0430 ***********************************************************************
 HB0430  DESIGNATION -  M 105
 HB0430  PID         -  HB0430
 HB0430  STATE/COUNTY-  IL/JOHNSON
 HB0430  USGS QUAD   -  BLOOMFIELD (1990)
 HB0430
 HB0430                         *CURRENT SURVEY CONTROL
 HB0430  ___________________________________________________________________
 HB0430* NAD 83(1986)-  37 24 29.     (N)    088 47 29.     (W)     SCALED    
 HB0430* NAVD 88     -       132.503  (meters)     434.72   (feet)  ADJUSTED  
 HB0430  ___________________________________________________________________
 HB0430  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HB0430  DYNAMIC HT  -         132.408 (meters)     434.41  (feet)  COMP
 HB0430  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 HB0430
 HB0430  VERT ORDER  -  SECOND    CLASS 0
 HB0430
 HB0430.The horizontal coordinates were scaled from a topographic map and have
 HB0430.an estimated accuracy of +/- 6 seconds.
 HB0430
 HB0430.The orthometric height was determined by differential leveling
 HB0430.and adjusted by the National Geodetic Survey in June 1991..
 HB0430
 HB0430.The geoid height was determined by GEOID03.
 HB0430
 HB0430.The dynamic height is computed by dividing the NAVD 88
 HB0430.geopotential number by the normal gravity value computed on the
 HB0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0430.degrees latitude (g = 980.6199 gals.).
 HB0430
 HB0430.The modeled gravity was interpolated from observed gravity values.
 HB0430
 HB0430;                    North         East    Units  Estimated Accuracy
 HB0430;SPC IL E     -    82,380.      259,450.      MT  (+/- 180 meters Scaled)
 HB0430
 HB0430                          SUPERSEDED SURVEY CONTROL
 HB0430
 HB0430  NGVD 29 (??/??/??)  132.578  (m)          434.97   (f) ADJUSTED    2 0
 HB0430
 HB0430.Superseded values are not recommended for survey control.
 HB0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0430.See file dsdata.txt to determine how the superseded data were derived.
 HB0430
 HB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG414416(NAD 83)
 HB0430_MARKER: DB = BENCH MARK DISK
 HB0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0430_STAMPING: M 105 1935
 HB0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0430+STABILITY: SURFACE MOTION
 HB0430
 HB0430  HISTORY     - Date     Condition        Report By
 HB0430  HISTORY     - 1935     MONUMENTED       CGS
 HB0430  HISTORY     - 1941     GOOD             CGS
 HB0430
 HB0430                          STATION DESCRIPTION
 HB0430
 HB0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HB0430'2.7 MI W FROM GRANTSBURG.
 HB0430'2.7 MILES WEST ALONG STATE HIGHWAY 146 FROM THE PUBLIC SCHOOL AT
 HB0430'GRANTSBURG, JOHNSON COUNTY, ABOUT 6 MILES EAST OF VIENNA, ACROSS
 HB0430'THE HIGHWAY FROM WARTRACE SCHOOL AND THE L. WHITESIDE RESIDENCE,
 HB0430'14 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 YARDS
 HB0430'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED M 105 1935 AND SET IN
 HB0430'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0876 ***********************************************************************
 HB0876  DESIGNATION -  M 106
 HB0876  PID         -  HB0876
 HB0876  STATE/COUNTY-  IL/UNION
 HB0876  USGS QUAD   -  JONESBORO (1996)
 HB0876
 HB0876                         *CURRENT SURVEY CONTROL
 HB0876  ___________________________________________________________________
 HB0876* NAD 83(1986)-  37 27 05.     (N)    089 16 04.     (W)     SCALED    
 HB0876* NAVD 88     -       174.076  (meters)     571.11   (feet)  ADJUSTED  
 HB0876  ___________________________________________________________________
 HB0876  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HB0876  DYNAMIC HT  -         173.952 (meters)     570.71  (feet)  COMP
 HB0876  MODELED GRAV-     979,913.9   (mgal)                       NAVD 88
 HB0876
 HB0876  VERT ORDER  -  SECOND    CLASS 0
 HB0876
 HB0876.The horizontal coordinates were scaled from a topographic map and have
 HB0876.an estimated accuracy of +/- 6 seconds.
 HB0876
 HB0876.The orthometric height was determined by differential leveling
 HB0876.and adjusted by the National Geodetic Survey in June 1991..
 HB0876
 HB0876.The geoid height was determined by GEOID03.
 HB0876
 HB0876.The dynamic height is computed by dividing the NAVD 88
 HB0876.geopotential number by the normal gravity value computed on the
 HB0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0876.degrees latitude (g = 980.6199 gals.).
 HB0876
 HB0876.The modeled gravity was interpolated from observed gravity values.
 HB0876
 HB0876;                    North         East    Units  Estimated Accuracy
 HB0876;SPC IL W     -    87,460.      779,530.      MT  (+/- 180 meters Scaled)
 HB0876
 HB0876                          SUPERSEDED SURVEY CONTROL
 HB0876
 HB0876  NGVD 29 (??/??/??)  174.090  (m)          571.16   (f) ADJUSTED    2 0
 HB0876
 HB0876.Superseded values are not recommended for survey control.
 HB0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0876.See file dsdata.txt to determine how the superseded data were derived.
 HB0876
 HB0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG994473(NAD 83)
 HB0876_MARKER: DB = BENCH MARK DISK
 HB0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0876_STAMPING: M 106 1935
 HB0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0876+STABILITY: SURFACE MOTION
 HB0876
 HB0876  HISTORY     - Date     Condition        Report By
 HB0876  HISTORY     - 1935     MONUMENTED       CGS
 HB0876  HISTORY     - 1949     GOOD             CGS
 HB0876  HISTORY     - 20020828 MARK NOT FOUND   USACE
 HB0876
 HB0876                          STATION DESCRIPTION
 HB0876
 HB0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0876'AT JONESBORO.
 HB0876'AT JONESBORO, AT THE INTERSECTION OF WEST MARKET STREET AND NORTH
 HB0876'ELM STREET, 33.5 FEET NORTH OF THE CENTER LINE OF WEST MARKET
 HB0876'STREET, 87 FEET EAST OF THE PROLONGED CENTER LINE OF NORTH ELM
 HB0876'STREET, 57 FEET EAST-SOUTHEAST OF THE CENTER OF THE SOUTH
 HB0876'ENTRANCE TO THE COURT HOUSE, 1 FOOT NORTH OF THE SAND STONE
 HB0876'CURBING AROUND THE COURT HOUSE, 33.8 FEET SOUTHEAST OF THE
 HB0876'SOUTHEAST CORNER OF THE MAIN PART OF THE COURT HOUSE BUILDING,
 HB0876'ABOUT LEVEL WITH THE SIDE WALK AND SET IN THE TOP OF A CONCRETE
 HB0876'POST PROJECTING 1 INCH.
 HB0876
 HB0876                          STATION RECOVERY (2002)
 HB0876
 HB0876'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0876'MARK DESTROYED DUE TO CONSTRUCTION OF NEW CURBING AND SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1849 ***********************************************************************
 HB1849  DESIGNATION -  M 107 RESET
 HB1849  PID         -  HB1849
 HB1849  STATE/COUNTY-  IL/ALEXANDER
 HB1849  USGS QUAD   -  THEBES (1996)
 HB1849
 HB1849                         *CURRENT SURVEY CONTROL
 HB1849  ___________________________________________________________________
 HB1849* NAD 83(1986)-  37 12 35.     (N)    089 25 54.     (W)     SCALED    
 HB1849* NAVD 88     -       134.97   (meters)     442.8    (feet)  RESET     
 HB1849  ___________________________________________________________________
 HB1849  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HB1849
 HB1849  VERT ORDER  -  THIRD
 HB1849
 HB1849.The horizontal coordinates were scaled from a topographic map and have
 HB1849.an estimated accuracy of +/- 6 seconds.
 HB1849
 HB1849.The orthometric height was computed from unverified reset data.
 HB1849.No vertical observational check was made to the station.
 HB1849
 HB1849.The geoid height was determined by GEOID03.
 HB1849
 HB1849;                    North         East    Units  Estimated Accuracy
 HB1849;SPC IL W     -    60,520.      765,240.      MT  (+/- 180 meters Scaled)
 HB1849
 HB1849                          SUPERSEDED SURVEY CONTROL
 HB1849
 HB1849  NGVD 29 (03/28/06)  134.85   (m)          442.4    (f) RESET       3  
 HB1849
 HB1849.Superseded values are not recommended for survey control.
 HB1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1849.See file dsdata.txt to determine how the superseded data were derived.
 HB1849
 HB1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG842209(NAD 83)
 HB1849_MARKER: DV = VERTICAL CONTROL DISK
 HB1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB1849_SP_SET: CONCRETE POST
 HB1849_STAMPING: M 107 RESET 1992
 HB1849_MARK LOGO: NGS   
 HB1849_MAGNETIC: N = NO MAGNETIC MATERIAL
 HB1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB1849+STABILITY: SURFACE MOTION
 HB1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB1849+SATELLITE: SATELLITE OBSERVATIONS - 1992
 HB1849
 HB1849  HISTORY     - Date     Condition        Report By
 HB1849  HISTORY     - 1992     MONUMENTED       NGS
 HB1849
 HB1849                          STATION DESCRIPTION
 HB1849
 HB1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HB1849'STATION CAN BE REACHED FROM THE INTERSECTION OF ILLINOIS ROUTE 3 AND
 HB1849'THEBES ROAD ON THE EAST SIDE OF THE VILLAGE OF THEBES BY PROCEEDING
 HB1849'1.55 MI (2.49 KM) SOUTHEAST ON ROUTE 3 TO THE TOP OF A LONG HILL AND
 HB1849'THE STATION ON THE LEFT, APPROXIMATELY 40.3 M (132.2 FT) NORTHEAST OF
 HB1849'THE CENTERLINE OF NEW ROUTE 3 (UNDER CONSTRUCTION), 67.5 M
 HB1849'(221.5 FT) SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER AT A
 HB1849'FENCE CORNER (ANGLE), 0.6 M (2.0 FT) SOUTHWEST OF A WOOD FENCE POST
 HB1849'IN A BARBED WIRE FENCE LINE, 0.4 M (1.3 FT) SOUTHWEST OF A FIBERGLASS
 HB1849'WITNESS POST, SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE POST,
 HB1849'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0179 ***********************************************************************
 JB0179  DESIGNATION -  M 108
 JB0179  PID         -  JB0179
 JB0179  STATE/COUNTY-  IL/WAYNE
 JB0179  USGS QUAD   -  BURNT PRAIRIE (1971)
 JB0179
 JB0179                         *CURRENT SURVEY CONTROL
 JB0179  ___________________________________________________________________
 JB0179* NAD 83(1986)-  38 21 57.     (N)    088 19 23.     (W)     SCALED    
 JB0179* NAVD 88     -       123.345  (meters)     404.67   (feet)  ADJUSTED  
 JB0179  ___________________________________________________________________
 JB0179  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JB0179  DYNAMIC HT  -         123.267 (meters)     404.42  (feet)  COMP
 JB0179  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 JB0179
 JB0179  VERT ORDER  -  SECOND    CLASS 0
 JB0179
 JB0179.The horizontal coordinates were scaled from a topographic map and have
 JB0179.an estimated accuracy of +/- 6 seconds.
 JB0179
 JB0179.The orthometric height was determined by differential leveling
 JB0179.and adjusted by the National Geodetic Survey in June 1991..
 JB0179
 JB0179.The geoid height was determined by GEOID03.
 JB0179
 JB0179.The dynamic height is computed by dividing the NAVD 88
 JB0179.geopotential number by the normal gravity value computed on the
 JB0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0179.degrees latitude (g = 980.6199 gals.).
 JB0179
 JB0179.The modeled gravity was interpolated from observed gravity values.
 JB0179
 JB0179;                    North         East    Units  Estimated Accuracy
 JB0179;SPC IL E     -   188,580.      300,900.      MT  (+/- 180 meters Scaled)
 JB0179
 JB0179                          SUPERSEDED SURVEY CONTROL
 JB0179
 JB0179  NGVD 29 (??/??/92)  123.473  (m)          405.09   (f) ADJ UNCH    2 0
 JB0179
 JB0179.Superseded values are not recommended for survey control.
 JB0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0179.See file dsdata.txt to determine how the superseded data were derived.
 JB0179
 JB0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH844472(NAD 83)
 JB0179_MARKER: DB = BENCH MARK DISK
 JB0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0179_STAMPING: M 108 1935
 JB0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0179+STABILITY: SURFACE MOTION
 JB0179
 JB0179  HISTORY     - Date     Condition        Report By
 JB0179  HISTORY     - 1935     MONUMENTED       CGS
 JB0179
 JB0179                          STATION DESCRIPTION
 JB0179
 JB0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0179'2 MI E FROM FAIRFIELD.
 JB0179'ABOUT 2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 JB0179'AT FAIRFIELD, WAYNE COUNTY, 0.4 MILE EAST OF MILEPOST 119, ONE
 JB0179'RAIL WEST OF A ROAD CROSSING, AND 40 FEET SOUTH OF THE TRACK.  A
 JB0179'STANDARD DISK, STAMPED M 108 1935 AND SET IN THE TOP OF A
 JB0179'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1090 ***********************************************************************
 JB1090  DESIGNATION -  M 109
 JB1090  PID         -  JB1090
 JB1090  STATE/COUNTY-  IL/JEFFERSON
 JB1090  USGS QUAD   -  WOODLAWN (1974)
 JB1090
 JB1090                         *CURRENT SURVEY CONTROL
 JB1090  ___________________________________________________________________
 JB1090* NAD 83(1986)-  38 19 47.     (N)    089 02 11.     (W)     SCALED    
 JB1090* NAVD 88     -       151.997  (meters)     498.68   (feet)  ADJUSTED  
 JB1090  ___________________________________________________________________
 JB1090  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 JB1090  DYNAMIC HT  -         151.900 (meters)     498.36  (feet)  COMP
 JB1090  MODELED GRAV-     979,990.4   (mgal)                       NAVD 88
 JB1090
 JB1090  VERT ORDER  -  SECOND    CLASS 0
 JB1090
 JB1090.The horizontal coordinates were scaled from a topographic map and have
 JB1090.an estimated accuracy of +/- 6 seconds.
 JB1090
 JB1090.The orthometric height was determined by differential leveling
 JB1090.and adjusted by the National Geodetic Survey in June 1991..
 JB1090
 JB1090.The geoid height was determined by GEOID03.
 JB1090
 JB1090.The dynamic height is computed by dividing the NAVD 88
 JB1090.geopotential number by the normal gravity value computed on the
 JB1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1090.degrees latitude (g = 980.6199 gals.).
 JB1090
 JB1090.The modeled gravity was interpolated from observed gravity values.
 JB1090
 JB1090;                    North         East    Units  Estimated Accuracy
 JB1090;SPC IL E     -   184,810.      238,530.      MT  (+/- 180 meters Scaled)
 JB1090
 JB1090                          SUPERSEDED SURVEY CONTROL
 JB1090
 JB1090  NGVD 29 (??/??/92)  152.102  (m)          499.02   (f) ADJ UNCH    2 0
 JB1090
 JB1090.Superseded values are not recommended for survey control.
 JB1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1090.See file dsdata.txt to determine how the superseded data were derived.
 JB1090
 JB1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH220443(NAD 83)
 JB1090_MARKER: DB = BENCH MARK DISK
 JB1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1090_STAMPING: M 109 1935
 JB1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1090+STABILITY: SURFACE MOTION
 JB1090
 JB1090  HISTORY     - Date     Condition        Report By
 JB1090  HISTORY     - 1935     MONUMENTED       CGS
 JB1090  HISTORY     - 1973     MARK NOT FOUND   USGS
 JB1090
 JB1090                          STATION DESCRIPTION
 JB1090
 JB1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1090'AT WOODLAWN.
 JB1090'AT WOODLAWN, JEFFERSON COUNTY, ON THE LOUISVILLE AND NASHVILLE
 JB1090'RAILROAD, 1500 FEET WEST OF THE STATION, 4-1/2 RAILS WEST OF THE
 JB1090'SECOND-STREET CROSSING WEST OF THE STATION, AT MILEPOST 415, 33
 JB1090'FEET NORTH OF THE TRACK, AND 50 FEET SOUTH OF THE CENTERLINE OF A
 JB1090'STREET.  A STANDARD DISK, STAMPED M 109 1935 AND SET IN THE TOP
 JB1090'OF A CONCRETE POST.
 JB1090
 JB1090                          STATION RECOVERY (1973)
 JB1090
 JB1090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JB1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0004 ***********************************************************************
 KB0004  DESIGNATION -  M 11
 KB0004  PID         -  KB0004
 KB0004  STATE/COUNTY-  IL/DOUGLAS
 KB0004  USGS QUAD   -  HINDSBORO (1982)
 KB0004
 KB0004                         *CURRENT SURVEY CONTROL
 KB0004  ___________________________________________________________________
 KB0004* NAD 83(1986)-  39 41 05.     (N)    088 08 01.     (W)     SCALED    
 KB0004* NAVD 88     -       197.723  (meters)     648.70   (feet)  ADJUSTED  
 KB0004  ___________________________________________________________________
 KB0004  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0004  DYNAMIC HT  -         197.616 (meters)     648.35  (feet)  COMP
 KB0004  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 KB0004
 KB0004  VERT ORDER  -  FIRST     CLASS II
 KB0004
 KB0004.The horizontal coordinates were scaled from a topographic map and have
 KB0004.an estimated accuracy of +/- 6 seconds.
 KB0004
 KB0004.The orthometric height was determined by differential leveling
 KB0004.and adjusted by the National Geodetic Survey in June 1991..
 KB0004
 KB0004.The geoid height was determined by GEOID03.
 KB0004
 KB0004.The dynamic height is computed by dividing the NAVD 88
 KB0004.geopotential number by the normal gravity value computed on the
 KB0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0004.degrees latitude (g = 980.6199 gals.).
 KB0004
 KB0004.The modeled gravity was interpolated from observed gravity values.
 KB0004
 KB0004;                    North         East    Units  Estimated Accuracy
 KB0004;SPC IL E     -   335,010.      317,130.      MT  (+/- 180 meters Scaled)
 KB0004
 KB0004                          SUPERSEDED SURVEY CONTROL
 KB0004
 KB0004  NGVD 29 (??/??/92)  197.806  (m)          648.97   (f) ADJ UNCH    1 2
 KB0004
 KB0004.Superseded values are not recommended for survey control.
 KB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0004.See file dsdata.txt to determine how the superseded data were derived.
 KB0004
 KB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ027933(NAD 83)
 KB0004_MARKER: DB = BENCH MARK DISK
 KB0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0004_STAMPING: M 11 1933
 KB0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0004+STABILITY: SURFACE MOTION
 KB0004
 KB0004  HISTORY     - Date     Condition        Report By
 KB0004  HISTORY     - 1933     MONUMENTED       CGS
 KB0004  HISTORY     - 1973     GOOD             ILHD
 KB0004  HISTORY     - 1976     GOOD             LOCENG
 KB0004
 KB0004                          STATION DESCRIPTION
 KB0004
 KB0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KB0004'AT HINDSBORO.
 KB0004'AT HINDSBORO, DOUGLAS COUNTY, ON THE PENNSYLVANIA RAILROAD, 5
 KB0004'RAILS NORTHWEST OF THE STATION, 3 POLES NORTHWEST OF MILEPOST 45,
 KB0004'20 FEET EAST OF A STREET CROSSING, AND 18 FEET NORTH OF THE
 KB0004'TRACK.  A STANDARD DISK, STAMPED M 11 1933 AND SET IN THE TOP OF
 KB0004'A CONCRETE POST.  NOTE-- 30 FT E OF STREET CROSSING, 21 FT N OF
 KB0004'N RAIL, 30 FT S OF STEET NORTH OF RR.
 KB0004
 KB0004                          STATION RECOVERY (1973)
 KB0004
 KB0004'RECOVERY NOTE BY IL HIGHWAY DEPT 1973
 KB0004'RECOVERED IN GOOD CONDITION.
 KB0004
 KB0004                          STATION RECOVERY (1976)
 KB0004
 KB0004'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KB0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0341 ***********************************************************************
 HB0341  DESIGNATION -  M 111
 HB0341  PID         -  HB0341
 HB0341  STATE/COUNTY-  IL/MASSAC
 HB0341  USGS QUAD   -  REEVESVILLE (1996)
 HB0341
 HB0341                         *CURRENT SURVEY CONTROL
 HB0341  ___________________________________________________________________
 HB0341* NAD 83(1986)-  37 15 00.     (N)    088 44 07.     (W)     SCALED    
 HB0341* NAVD 88     -       108.609  (meters)     356.33   (feet)  ADJUSTED  
 HB0341  ___________________________________________________________________
 HB0341  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HB0341  DYNAMIC HT  -         108.530 (meters)     356.07  (feet)  COMP
 HB0341  MODELED GRAV-     979,902.7   (mgal)                       NAVD 88
 HB0341
 HB0341  VERT ORDER  -  SECOND    CLASS 0
 HB0341
 HB0341.The horizontal coordinates were scaled from a topographic map and have
 HB0341.an estimated accuracy of +/- 6 seconds.
 HB0341
 HB0341.The orthometric height was determined by differential leveling
 HB0341.and adjusted by the National Geodetic Survey in June 1991..
 HB0341
 HB0341.The geoid height was determined by GEOID03.
 HB0341
 HB0341.The dynamic height is computed by dividing the NAVD 88
 HB0341.geopotential number by the normal gravity value computed on the
 HB0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0341.degrees latitude (g = 980.6199 gals.).
 HB0341
 HB0341.The modeled gravity was interpolated from observed gravity values.
 HB0341
 HB0341;                    North         East    Units  Estimated Accuracy
 HB0341;SPC IL E     -    64,810.      264,340.      MT  (+/- 180 meters Scaled)
 HB0341
 HB0341                          SUPERSEDED SURVEY CONTROL
 HB0341
 HB0341  NGVD 29 (??/??/??)  108.667  (m)          356.52   (f) ADJUSTED    2 0
 HB0341
 HB0341.Superseded values are not recommended for survey control.
 HB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0341.See file dsdata.txt to determine how the superseded data were derived.
 HB0341
 HB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG461240(NAD 83)
 HB0341_MARKER: DB = BENCH MARK DISK
 HB0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0341_STAMPING: M 111 1935
 HB0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0341+STABILITY: SURFACE MOTION
 HB0341
 HB0341  HISTORY     - Date     Condition        Report By
 HB0341  HISTORY     - 1935     MONUMENTED       CGS
 HB0341
 HB0341                          STATION DESCRIPTION
 HB0341
 HB0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0341'AT ROUND KNOB.
 HB0341'AT ROUND KNOB, MASSAC COUNTY, ON THE ILLINOIS CENTRAL RAILROAD,
 HB0341'AT THE FIRST CROSSING NORTH OF THE STATION, 25 YARDS NORTH
 HB0341'OF MILEPOST B 13, 7 YARDS EAST OF THE TRACK, AND 8 YARDS
 HB0341'NORTH OF THE CROSSING.  A STANDARD DISK, STAMPED M 111 1935 AND
 HB0341'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0848 ***********************************************************************
 JB0848  DESIGNATION -  M 113
 JB0848  PID         -  JB0848
 JB0848  STATE/COUNTY-  IL/BOND
 JB0848  USGS QUAD   -  MULBERRY GROVE (1980)
 JB0848
 JB0848                         *CURRENT SURVEY CONTROL
 JB0848  ___________________________________________________________________
 JB0848* NAD 83(1986)-  38 56 04.     (N)    089 22 03.     (W)     SCALED    
 JB0848* NAVD 88     -       172.853  (meters)     567.10   (feet)  ADJUSTED  
 JB0848  ___________________________________________________________________
 JB0848  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JB0848  DYNAMIC HT  -         172.749 (meters)     566.76  (feet)  COMP
 JB0848  MODELED GRAV-     980,019.6   (mgal)                       NAVD 88
 JB0848
 JB0848  VERT ORDER  -  SECOND    CLASS 0
 JB0848
 JB0848.The horizontal coordinates were scaled from a topographic map and have
 JB0848.an estimated accuracy of +/- 6 seconds.
 JB0848
 JB0848.The orthometric height was determined by differential leveling
 JB0848.and adjusted by the National Geodetic Survey in June 1991..
 JB0848
 JB0848.The geoid height was determined by GEOID03.
 JB0848
 JB0848.The dynamic height is computed by dividing the NAVD 88
 JB0848.geopotential number by the normal gravity value computed on the
 JB0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0848.degrees latitude (g = 980.6199 gals.).
 JB0848
 JB0848.The modeled gravity was interpolated from observed gravity values.
 JB0848
 JB0848;                    North         East    Units  Estimated Accuracy
 JB0848;SPC IL W     -   252,000.      769,290.      MT  (+/- 180 meters Scaled)
 JB0848
 JB0848                          SUPERSEDED SURVEY CONTROL
 JB0848
 JB0848  NGVD 29 (??/??/92)  172.980  (m)          567.52   (f) ADJ UNCH    2 0
 JB0848
 JB0848.Superseded values are not recommended for survey control.
 JB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0848.See file dsdata.txt to determine how the superseded data were derived.
 JB0848
 JB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ947121(NAD 83)
 JB0848_MARKER: DB = BENCH MARK DISK
 JB0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0848_STAMPING: M 113 1935
 JB0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0848+STABILITY: SURFACE MOTION
 JB0848
 JB0848  HISTORY     - Date     Condition        Report By
 JB0848  HISTORY     - 1935     MONUMENTED       CGS
 JB0848  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB0848
 JB0848                          STATION DESCRIPTION
 JB0848
 JB0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0848'AT DURLEY.
 JB0848'AT DURLEY, BOND COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 JB0848'RAILROAD, 2-1/2 RAILS SOUTH OF THE STATION SHED, AT POLE 90/3,
 JB0848'ONE RAIL SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 18 FEET EAST
 JB0848'OF THE TRACK, AND 34 FEET WEST OF THE PROPERTY LINE.  A STANDARD
 JB0848'DISK, STAMPED M 113 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JB0848
 JB0848                          STATION RECOVERY (1974)
 JB0848
 JB0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1375 ***********************************************************************
 JB1375  DESIGNATION -  M 114
 JB1375  PID         -  JB1375
 JB1375  STATE/COUNTY-  IL/ST CLAIR
 JB1375  USGS QUAD   -  O'FALLON (1991)
 JB1375
 JB1375                         *CURRENT SURVEY CONTROL
 JB1375  ___________________________________________________________________
 JB1375* NAD 83(1986)-  38 30 47.     (N)    089 59 49.     (W)     SCALED    
 JB1375* NAVD 88     -       152.352  (meters)     499.84   (feet)  ADJUSTED  
 JB1375  ___________________________________________________________________
 JB1375  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JB1375  DYNAMIC HT  -         152.254 (meters)     499.52  (feet)  COMP
 JB1375  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 JB1375
 JB1375  VERT ORDER  -  SECOND    CLASS 0
 JB1375
 JB1375.The horizontal coordinates were scaled from a topographic map and have
 JB1375.an estimated accuracy of +/- 6 seconds.
 JB1375
 JB1375.The orthometric height was determined by differential leveling
 JB1375.and adjusted by the National Geodetic Survey in June 1991..
 JB1375
 JB1375.The geoid height was determined by GEOID03.
 JB1375
 JB1375.The dynamic height is computed by dividing the NAVD 88
 JB1375.geopotential number by the normal gravity value computed on the
 JB1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1375.degrees latitude (g = 980.6199 gals.).
 JB1375
 JB1375.The modeled gravity was interpolated from observed gravity values.
 JB1375
 JB1375;                    North         East    Units  Estimated Accuracy
 JB1375;SPC IL W     -   204,930.      714,800.      MT  (+/- 180 meters Scaled)
 JB1375
 JB1375                          SUPERSEDED SURVEY CONTROL
 JB1375
 JB1375  NGVD 29 (??/??/92)  152.481  (m)          500.26   (f) ADJ UNCH    2 0
 JB1375
 JB1375.Superseded values are not recommended for survey control.
 JB1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1375.See file dsdata.txt to determine how the superseded data were derived.
 JB1375
 JB1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH386670(NAD 83)
 JB1375_MARKER: DB = BENCH MARK DISK
 JB1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1375_STAMPING: M 114 1935
 JB1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1375+STABILITY: SURFACE MOTION
 JB1375
 JB1375  HISTORY     - Date     Condition        Report By
 JB1375  HISTORY     - 1935     MONUMENTED       CGS
 JB1375  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1375
 JB1375                          STATION DESCRIPTION
 JB1375
 JB1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1375'AT BELLEVILLE.
 JB1375'AT BELLEVILLE, ST. CLAIR COUNTY, ON THE ILLINOIS CENTRAL RAILROAD.
 JB1375'AT THE EIGHTH STREET CROSSING, 50 FEET NORTH OF THE CENTERLINE
 JB1375'OF EIGHTH STREET, 25 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND
 JB1375'TRACK, AND 8 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 JB1375'M 114 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JB1375'INCHES ABOVE GROUND.
 JB1375
 JB1375                          STATION RECOVERY (1987)
 JB1375
 JB1375'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0292 ***********************************************************************
 JC0292  DESIGNATION -  M 115
 JC0292  PID         -  JC0292
 JC0292  STATE/COUNTY-  IL/MONROE
 JC0292  USGS QUAD   -  OAKVILLE (1998)
 JC0292
 JC0292                         *CURRENT SURVEY CONTROL
 JC0292  ___________________________________________________________________
 JC0292* NAD 83(1986)-  38 25 12.     (N)    090 15 28.     (W)     SCALED    
 JC0292* NAVD 88     -       124.078  (meters)     407.08   (feet)  ADJUSTED  
 JC0292  ___________________________________________________________________
 JC0292  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JC0292  DYNAMIC HT  -         123.998 (meters)     406.82  (feet)  COMP
 JC0292  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 JC0292
 JC0292  VERT ORDER  -  SECOND    CLASS 0
 JC0292
 JC0292.The horizontal coordinates were scaled from a topographic map and have
 JC0292.an estimated accuracy of +/- 6 seconds.
 JC0292
 JC0292.The orthometric height was determined by differential leveling
 JC0292.and adjusted by the National Geodetic Survey in June 1991..
 JC0292
 JC0292.The geoid height was determined by GEOID03.
 JC0292
 JC0292.The dynamic height is computed by dividing the NAVD 88
 JC0292.geopotential number by the normal gravity value computed on the
 JC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0292.degrees latitude (g = 980.6199 gals.).
 JC0292
 JC0292.The modeled gravity was interpolated from observed gravity values.
 JC0292
 JC0292;                    North         East    Units  Estimated Accuracy
 JC0292;SPC IL W     -   194,590.      692,040.      MT  (+/- 180 meters Scaled)
 JC0292
 JC0292                          SUPERSEDED SURVEY CONTROL
 JC0292
 JC0292  NGVD 29 (??/??/92)  124.218  (m)          407.54   (f) ADJ UNCH    2 0
 JC0292
 JC0292.Superseded values are not recommended for survey control.
 JC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0292.See file dsdata.txt to determine how the superseded data were derived.
 JC0292
 JC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC394559(NAD 83)
 JC0292_MARKER: DB = BENCH MARK DISK
 JC0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0292_STAMPING: M 115 1935
 JC0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0292+STABILITY: SURFACE MOTION
 JC0292
 JC0292  HISTORY     - Date     Condition        Report By
 JC0292  HISTORY     - 1935     MONUMENTED       CGS
 JC0292  HISTORY     - 1981     MARK NOT FOUND   NGS
 JC0292  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JC0292
 JC0292                          STATION DESCRIPTION
 JC0292
 JC0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JC0292'1.8 MI N FROM WARNOCK.
 JC0292'1.8 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JC0292'STATION AT WARNOCK, MONROE COUNTY, MIDWAY BETWEEN POLES 13/12 AND
 JC0292'13/13, 20 FEET NORTH OF A ROAD CROSSING, 13 FEET WEST OF THE
 JC0292'CENTERLINE OF THE SOUTH-BOUND MAIN TRACK, AND 3 FEET SOUTHEAST
 JC0292'OF A RAILROAD CROSSING SIGN.  A STANDARD DISK, STAMPED M 115
 JC0292'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 JC0292'ABOVE GROUND.
 JC0292
 JC0292                          STATION RECOVERY (1981)
 JC0292
 JC0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JC0292'SEARCHED FOR NOT RECOVERED, CRUSH ROCK ALONG THE RAILROAD NOW COVERS
 JC0292'THE LOCATION OF THE MARK.
 JC0292
 JC0292                          STATION RECOVERY (1987)
 JC0292
 JC0292'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCR)
 JC0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0705 ***********************************************************************
 HB0705  DESIGNATION -  M 119
 HB0705  PID         -  HB0705
 HB0705  STATE/COUNTY-  IL/JACKSON
 HB0705  USGS QUAD   -  MURPHYSBORO (1978)
 HB0705
 HB0705                         *CURRENT SURVEY CONTROL
 HB0705  ___________________________________________________________________
 HB0705* NAD 83(1986)-  37 45 15.     (N)    089 16 50.     (W)     SCALED    
 HB0705* NAVD 88     -       119.874  (meters)     393.29   (feet)  ADJUSTED  
 HB0705  ___________________________________________________________________
 HB0705  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0705  DYNAMIC HT  -         119.791 (meters)     393.01  (feet)  COMP
 HB0705  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 HB0705
 HB0705  VERT ORDER  -  FIRST     CLASS II
 HB0705
 HB0705.The horizontal coordinates were scaled from a topographic map and have
 HB0705.an estimated accuracy of +/- 6 seconds.
 HB0705
 HB0705.The orthometric height was determined by differential leveling
 HB0705.and adjusted by the National Geodetic Survey in June 1991..
 HB0705
 HB0705.The geoid height was determined by GEOID03.
 HB0705
 HB0705.The dynamic height is computed by dividing the NAVD 88
 HB0705.geopotential number by the normal gravity value computed on the
 HB0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0705.degrees latitude (g = 980.6199 gals.).
 HB0705
 HB0705.The modeled gravity was interpolated from observed gravity values.
 HB0705
 HB0705;                    North         East    Units  Estimated Accuracy
 HB0705;SPC IL W     -   121,060.      778,090.      MT  (+/- 180 meters Scaled)
 HB0705
 HB0705                          SUPERSEDED SURVEY CONTROL
 HB0705
 HB0705  NGVD 29 (??/??/??)  119.969  (m)          393.60   (f) ADJUSTED    1 2
 HB0705
 HB0705.Superseded values are not recommended for survey control.
 HB0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0705.See file dsdata.txt to determine how the superseded data were derived.
 HB0705
 HB0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG990809(NAD 83)
 HB0705_MARKER: DB = BENCH MARK DISK
 HB0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0705_STAMPING: M 119 1935
 HB0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0705+STABILITY: SURFACE MOTION
 HB0705
 HB0705  HISTORY     - Date     Condition        Report By
 HB0705  HISTORY     - 1935     MONUMENTED       CGS
 HB0705  HISTORY     - 1949     GOOD             CGS
 HB0705  HISTORY     - 1966     MARK NOT FOUND   USGS
 HB0705
 HB0705                          STATION DESCRIPTION
 HB0705
 HB0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0705'2.7 MI NE FROM TEXAS JUNCTION.
 HB0705'2.7 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0705'JUNCTION OF THE MAIN TRACK AND TRACK LEADING WEST TO MURPHYSBORO
 HB0705'AT TEXAS JUNCTION, ABOUT 4.45 MILES NORTHWEST ALONG THE ILLINOIS
 HB0705'CENTRAL RAILROAD FROM THE STATION AT CARBONDALE, AT A PUBLIC
 HB0705'GRAVEL ROAD CROSSING, 8 FEET SOUTHEAST OF THE CENTER OF THE
 HB0705'CROSSING, 27 FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL,
 HB0705'22.5 FEET SOUTHEAST OF THE CROSSING SIGN, 22 FEET EAST OF THE
 HB0705'CENTER LINE OF THE GRAVEL ROAD, 1.5 FEET EAST OF A WHITE WOODEN
 HB0705'WITNESS POST, ABOUT 2.5 FEET BELOW THE LEVEL OF THE TRACK AND
 HB0705'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- DITCH
 HB0705'HAS BEEN GRADED AND ROAD HARD-SURFACED.
 HB0705
 HB0705                          STATION RECOVERY (1966)
 HB0705
 HB0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HB0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0625 ***********************************************************************
 KB0625  DESIGNATION -  M 12
 KB0625  PID         -  KB0625
 KB0625  STATE/COUNTY-  IL/MACON
 KB0625  USGS QUAD   -  DECATUR (1975)
 KB0625
 KB0625                         *CURRENT SURVEY CONTROL
 KB0625  ___________________________________________________________________
 KB0625* NAD 83(1986)-  39 48 53.     (N)    088 57 40.     (W)     SCALED    
 KB0625* NAVD 88     -       199.928  (meters)     655.93   (feet)  ADJUSTED  
 KB0625  ___________________________________________________________________
 KB0625  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KB0625  DYNAMIC HT  -         199.820 (meters)     655.58  (feet)  COMP
 KB0625  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 KB0625
 KB0625  VERT ORDER  -  FIRST     CLASS II
 KB0625
 KB0625.The horizontal coordinates were scaled from a topographic map and have
 KB0625.an estimated accuracy of +/- 6 seconds.
 KB0625
 KB0625.The orthometric height was determined by differential leveling
 KB0625.and adjusted by the National Geodetic Survey in June 1991..
 KB0625
 KB0625.The geoid height was determined by GEOID03.
 KB0625
 KB0625.The dynamic height is computed by dividing the NAVD 88
 KB0625.geopotential number by the normal gravity value computed on the
 KB0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0625.degrees latitude (g = 980.6199 gals.).
 KB0625
 KB0625.The modeled gravity was interpolated from observed gravity values.
 KB0625
 KB0625;                    North         East    Units  Estimated Accuracy
 KB0625;SPC IL E     -   349,620.      246,250.      MT  (+/- 180 meters Scaled)
 KB0625
 KB0625                          SUPERSEDED SURVEY CONTROL
 KB0625
 KB0625  NGVD 29 (??/??/92)  200.00   (m)          656.2    (f) COMPUTED    1 2
 KB0625
 KB0625.Superseded values are not recommended for survey control.
 KB0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0625.See file dsdata.txt to determine how the superseded data were derived.
 KB0625
 KB0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK321090(NAD 83)
 KB0625_MARKER: DB = BENCH MARK DISK
 KB0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0625_STAMPING: M 12 1933
 KB0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0625+STABILITY: SURFACE MOTION
 KB0625
 KB0625  HISTORY     - Date     Condition        Report By
 KB0625  HISTORY     - 1933     MONUMENTED       CGS
 KB0625  HISTORY     - 1938     GOOD             NGS
 KB0625  HISTORY     - 1961     MARK NOT FOUND   NGS
 KB0625  HISTORY     - 1975     MARK NOT FOUND   ILDT
 KB0625
 KB0625                          STATION DESCRIPTION
 KB0625
 KB0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KB0625'2.2 MI S FROM DECATUR.
 KB0625'ABOUT 2-1/4 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0625'DECATUR, MACON COUNTY, 0.4 MILE SOUTHEAST OF DECATUR JUNCTION,
 KB0625'ABOUT 1/4 MILE NORTHWEST OF MILEPOST 80, 106 FEET SOUTHEAST OF
 KB0625'THE CROSSING OF A DIRT ROAD, 28 FEET NORTHEAST OF THE NORTHEAST
 KB0625'RAIL, 36 FEET EAST OF A TELEPHONE POLE, 2 FEET SOUTH AND 6 FEET
 KB0625'EAST OF A FENCE CORNER, AND LEVEL WITH THE RAIL.  A STANDARD
 KB0625'DISK, STAMPED M 12 1933 AND SET IN THE TOP OF A CONCRETE POST.
 KB0625
 KB0625                          STATION RECOVERY (1961)
 KB0625
 KB0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KB0625'MARK NOT FOUND.
 KB0625
 KB0625                          STATION RECOVERY (1975)
 KB0625
 KB0625'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1975
 KB0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0504 ***********************************************************************
 HB0504  DESIGNATION -  M 120
 HB0504  PID         -  HB0504
 HB0504  STATE/COUNTY-  IL/WILLIAMSON
 HB0504  USGS QUAD   -  MARION (1996)
 HB0504
 HB0504                         *CURRENT SURVEY CONTROL
 HB0504  ___________________________________________________________________
 HB0504* NAD 83(1986)-  37 42 27.     (N)    088 52 30.     (W)     SCALED    
 HB0504* NAVD 88     -       134.511  (meters)     441.31   (feet)  ADJUSTED  
 HB0504  ___________________________________________________________________
 HB0504  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HB0504  DYNAMIC HT  -         134.418 (meters)     441.00  (feet)  COMP
 HB0504  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 HB0504
 HB0504  VERT ORDER  -  SECOND    CLASS 0
 HB0504
 HB0504.The horizontal coordinates were scaled from a topographic map and have
 HB0504.an estimated accuracy of +/- 6 seconds.
 HB0504
 HB0504.The orthometric height was determined by differential leveling
 HB0504.and adjusted by the National Geodetic Survey in June 1991..
 HB0504
 HB0504.The geoid height was determined by GEOID03.
 HB0504
 HB0504.The dynamic height is computed by dividing the NAVD 88
 HB0504.geopotential number by the normal gravity value computed on the
 HB0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0504.degrees latitude (g = 980.6199 gals.).
 HB0504
 HB0504.The modeled gravity was interpolated from observed gravity values.
 HB0504
 HB0504;                    North         East    Units  Estimated Accuracy
 HB0504;SPC IL E     -   115,650.      252,240.      MT  (+/- 180 meters Scaled)
 HB0504
 HB0504                          SUPERSEDED SURVEY CONTROL
 HB0504
 HB0504  NGVD 29 (??/??/??)  134.600  (m)          441.60   (f) ADJUSTED    2 0
 HB0504
 HB0504.Superseded values are not recommended for survey control.
 HB0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0504.See file dsdata.txt to determine how the superseded data were derived.
 HB0504
 HB0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG347750(NAD 83)
 HB0504_MARKER: DB = BENCH MARK DISK
 HB0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0504_STAMPING: M 120 1935
 HB0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0504+STABILITY: SURFACE MOTION
 HB0504
 HB0504  HISTORY     - Date     Condition        Report By
 HB0504  HISTORY     - 1935     MONUMENTED       CGS
 HB0504  HISTORY     - 1964     GOOD             USGS
 HB0504
 HB0504                          STATION DESCRIPTION
 HB0504
 HB0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0504'1.6 MI NW FROM NEW DENNISON.
 HB0504'1.6 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 HB0504'STATION AT NEW DENNISON, WILLIAMSON COUNTY, AT A ROAD CROSSING,
 HB0504'48 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 45 FEET
 HB0504'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 15 FEET NORTH OF THE
 HB0504'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED M 120 1935
 HB0504'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HB0504'GROUND.
 HB0504
 HB0504                          STATION RECOVERY (1964)
 HB0504
 HB0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HB0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0341 ***********************************************************************
 JB0341  DESIGNATION -  M 123
 JB0341  PID         -  JB0341
 JB0341  STATE/COUNTY-  IL/FRANKLIN
 JB0341  USGS QUAD   -  REND LAKE DAM (1975)
 JB0341
 JB0341                         *CURRENT SURVEY CONTROL
 JB0341  ___________________________________________________________________
 JB0341* NAD 83(1986)-  38 01 25.     (N)    088 54 44.     (W)     SCALED    
 JB0341* NAVD 88     -       138.570  (meters)     454.63   (feet)  ADJUSTED  
 JB0341  ___________________________________________________________________
 JB0341  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 JB0341  DYNAMIC HT  -         138.478 (meters)     454.32  (feet)  COMP
 JB0341  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 JB0341
 JB0341  VERT ORDER  -  SECOND    CLASS 0
 JB0341
 JB0341.The horizontal coordinates were scaled from a topographic map and have
 JB0341.an estimated accuracy of +/- 6 seconds.
 JB0341
 JB0341.The orthometric height was determined by differential leveling
 JB0341.and adjusted by the National Geodetic Survey in June 1991..
 JB0341
 JB0341.The geoid height was determined by GEOID03.
 JB0341
 JB0341.The dynamic height is computed by dividing the NAVD 88
 JB0341.geopotential number by the normal gravity value computed on the
 JB0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0341.degrees latitude (g = 980.6199 gals.).
 JB0341
 JB0341.The modeled gravity was interpolated from observed gravity values.
 JB0341
 JB0341;                    North         East    Units  Estimated Accuracy
 JB0341;SPC IL E     -   150,750.      249,170.      MT  (+/- 180 meters Scaled)
 JB0341
 JB0341                          SUPERSEDED SURVEY CONTROL
 JB0341
 JB0341  NGVD 29 (??/??/92)  138.660  (m)          454.92   (f) ADJ UNCH    2 0
 JB0341
 JB0341.Superseded values are not recommended for survey control.
 JB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0341.See file dsdata.txt to determine how the superseded data were derived.
 JB0341
 JB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH321101(NAD 83)
 JB0341_MARKER: DB = BENCH MARK DISK
 JB0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0341_STAMPING: M 123 1935
 JB0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0341+STABILITY: SURFACE MOTION
 JB0341
 JB0341  HISTORY     - Date     Condition        Report By
 JB0341  HISTORY     - 1935     MONUMENTED       CGS
 JB0341  HISTORY     - UNK      POOR             USGS
 JB0341  HISTORY     - 1960     GOOD             NGS
 JB0341  HISTORY     - 1978     POOR             ILDT
 JB0341
 JB0341                          STATION DESCRIPTION
 JB0341
 JB0341'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 JB0341'MARK RECOVERED IN POOR CONDITION.
 JB0341
 JB0341                          STATION RECOVERY (1960)
 JB0341
 JB0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JB0341'1.9 MI N FROM BENTON.
 JB0341'ABOUT 1.9 MILES NORTH ALONG THE CHICAGO AND EASTERN ILLINOIS
 JB0341'RAILROAD FROM THE STATION AT BENTON, AT AN OILED CROSS ROAD,
 JB0341'ABOUT 0.1 MILE SOUTH OF MILE POST 206, 47 FEET EAST OF THE EAST
 JB0341'RAIL, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 56 FEET
 JB0341'SOUTHEAST OF THE CENTER OF THE CROSSING, 1 FOOT WEST OF A FENCE,
 JB0341'11 FEET SOUTH OF A FENCE CORNER, 10 FEET SOUTH OF A WIRE BRACED
 JB0341'POWER POLE, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 JB0341'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 JB0341'POST PROJECTING 4 INCHES.
 JB0341
 JB0341                          STATION RECOVERY (1978)
 JB0341
 JB0341'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 JB0341'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1377 ***********************************************************************
 JA1377  DESIGNATION -  M 127
 JA1377  PID         -  JA1377
 JA1377  STATE/COUNTY-  IL/LAWRENCE
 JA1377  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1377
 JA1377                         *CURRENT SURVEY CONTROL
 JA1377  ___________________________________________________________________
 JA1377* NAD 83(1986)-  38 42 31.     (N)    087 44 07.     (W)     SCALED    
 JA1377* NAVD 88     -       131.621  (meters)     431.83   (feet)  ADJUSTED  
 JA1377  ___________________________________________________________________
 JA1377  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JA1377  DYNAMIC HT  -         131.540 (meters)     431.56  (feet)  COMP
 JA1377  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 JA1377
 JA1377  VERT ORDER  -  FIRST     CLASS II
 JA1377
 JA1377.The horizontal coordinates were scaled from a topographic map and have
 JA1377.an estimated accuracy of +/- 6 seconds.
 JA1377
 JA1377.The orthometric height was determined by differential leveling
 JA1377.and adjusted by the National Geodetic Survey in June 1991..
 JA1377
 JA1377.The geoid height was determined by GEOID03.
 JA1377
 JA1377.The dynamic height is computed by dividing the NAVD 88
 JA1377.geopotential number by the normal gravity value computed on the
 JA1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1377.degrees latitude (g = 980.6199 gals.).
 JA1377
 JA1377.The modeled gravity was interpolated from observed gravity values.
 JA1377
 JA1377;                    North         East    Units  Estimated Accuracy
 JA1377;SPC IL E     -   226,800.      352,020.      MT  (+/- 180 meters Scaled)
 JA1377
 JA1377                          SUPERSEDED SURVEY CONTROL
 JA1377
 JA1377  NGVD 29 (??/??/92)  131.730  (m)          432.18   (f) ADJ UNCH    1 2
 JA1377
 JA1377.Superseded values are not recommended for survey control.
 JA1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1377.See file dsdata.txt to determine how the superseded data were derived.
 JA1377
 JA1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH360846(NAD 83)
 JA1377_MARKER: DB = BENCH MARK DISK
 JA1377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1377_SP_SET: CULVERT
 JA1377_STAMPING: M 127 1938
 JA1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1377
 JA1377  HISTORY     - Date     Condition        Report By
 JA1377  HISTORY     - 1938     MONUMENTED       CGS
 JA1377
 JA1377                          STATION DESCRIPTION
 JA1377
 JA1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JA1377'1.4 MI E FROM BRIDGEPORT.
 JA1377'1.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JA1377'STATION AT BRIDGEPORT, LAWRENCE COUNTY, 0.1 MILE WEST OF
 JA1377'MILEPOST ST. L. 138-C 201, 75 YARDS WEST OF SIGNAL TOWER 2010,
 JA1377'AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 JA1377'TOP SLAB, 30 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND
 JA1377'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JA1377'M 127 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0109 ***********************************************************************
 JB0109  DESIGNATION -  M 128
 JB0109  PID         -  JB0109
 JB0109  STATE/COUNTY-  IL/JASPER
 JB0109  USGS QUAD   -  DUNDAS (1985)
 JB0109
 JB0109                         *CURRENT SURVEY CONTROL
 JB0109  ___________________________________________________________________
 JB0109* NAD 83(1986)-  38 51 12.     (N)    088 05 05.     (W)     SCALED    
 JB0109* NAVD 88     -       147.064  (meters)     482.49   (feet)  ADJUSTED  
 JB0109  ___________________________________________________________________
 JB0109  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JB0109  DYNAMIC HT  -         146.975 (meters)     482.20  (feet)  COMP
 JB0109  MODELED GRAV-     980,021.5   (mgal)                       NAVD 88
 JB0109
 JB0109  VERT ORDER  -  FIRST     CLASS II
 JB0109
 JB0109.The horizontal coordinates were scaled from a topographic map and have
 JB0109.an estimated accuracy of +/- 6 seconds.
 JB0109
 JB0109.The orthometric height was determined by differential leveling
 JB0109.and adjusted by the National Geodetic Survey in June 1991..
 JB0109
 JB0109.The geoid height was determined by GEOID03.
 JB0109
 JB0109.The dynamic height is computed by dividing the NAVD 88
 JB0109.geopotential number by the normal gravity value computed on the
 JB0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0109.degrees latitude (g = 980.6199 gals.).
 JB0109
 JB0109.The modeled gravity was interpolated from observed gravity values.
 JB0109
 JB0109;                    North         East    Units  Estimated Accuracy
 JB0109;SPC IL E     -   242,730.      321,580.      MT  (+/- 180 meters Scaled)
 JB0109
 JB0109                          SUPERSEDED SURVEY CONTROL
 JB0109
 JB0109  NGVD 29 (??/??/92)  147.146  (m)          482.76   (f) ADJ UNCH    1 2
 JB0109
 JB0109.Superseded values are not recommended for survey control.
 JB0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0109.See file dsdata.txt to determine how the superseded data were derived.
 JB0109
 JB0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ058010(NAD 83)
 JB0109_MARKER: DB = BENCH MARK DISK
 JB0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0109_STAMPING: M 128 1938
 JB0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0109+STABILITY: SURFACE MOTION
 JB0109
 JB0109  HISTORY     - Date     Condition        Report By
 JB0109  HISTORY     - 1938     MONUMENTED       CGS
 JB0109  HISTORY     - 1956     GOOD             NGS
 JB0109
 JB0109                          STATION DESCRIPTION
 JB0109
 JB0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JB0109'1.4 MI N FROM DUNDAS.
 JB0109'1.35 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0109'STATION AND BLACK TOP ROAD CROSSING AT DUNDAS, AT WEST LIBERTY,
 JB0109'ABOUT 75 YARDS EAST OF THE I.C. RR, ABOUT 90 YARDS NORTH OF
 JB0109'CENTER LINE OF AN EAST-WEST BLACK TOP ROAD, ABOUT 30 YARDS SOUTH
 JB0109'OF CENTER LINE OF AN EAST-WEST GRAVEL STREET, 3.8 FEET SOUTH
 JB0109'OF SOUTHEAST CORNER OF POST OFFICE, 31 1/2 FEET WEST OF CENTER
 JB0109'LINE OF A NORTH-SOUTH STREET, 76 FEET SOUTH OF CENTER OF A
 JB0109'WELL WITH IRON PUMP, AND SET IN THE TOP OF AN L SHAPED ABANDONED
 JB0109'CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0937 ***********************************************************************
 KB0937  DESIGNATION -  M 13
 KB0937  PID         -  KB0937
 KB0937  STATE/COUNTY-  IL/SANGAMON
 KB0937  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB0937
 KB0937                         *CURRENT SURVEY CONTROL
 KB0937  ___________________________________________________________________
 KB0937* NAD 83(1986)-  39 47 13.     (N)    089 38 33.     (W)     SCALED    
 KB0937* NAVD 88     -       182.397  (meters)     598.41   (feet)  ADJUSTED  
 KB0937  ___________________________________________________________________
 KB0937  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KB0937  DYNAMIC HT  -         182.297 (meters)     598.09  (feet)  COMP
 KB0937  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 KB0937
 KB0937  VERT ORDER  -  FIRST     CLASS II
 KB0937
 KB0937.The horizontal coordinates were scaled from a topographic map and have
 KB0937.an estimated accuracy of +/- 6 seconds.
 KB0937
 KB0937.The orthometric height was determined by differential leveling
 KB0937.and adjusted by the National Geodetic Survey in June 1991..
 KB0937
 KB0937.The geoid height was determined by GEOID03.
 KB0937
 KB0937.The dynamic height is computed by dividing the NAVD 88
 KB0937.geopotential number by the normal gravity value computed on the
 KB0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0937.degrees latitude (g = 980.6199 gals.).
 KB0937
 KB0937.The modeled gravity was interpolated from observed gravity values.
 KB0937
 KB0937;                    North         East    Units  Estimated Accuracy
 KB0937;SPC IL W     -   346,470.      744,900.      MT  (+/- 180 meters Scaled)
 KB0937
 KB0937                          SUPERSEDED SURVEY CONTROL
 KB0937
 KB0937  NGVD 29 (??/??/92)  182.493  (m)          598.73   (f) ADJ UNCH    1 2
 KB0937
 KB0937.Superseded values are not recommended for survey control.
 KB0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0937.See file dsdata.txt to determine how the superseded data were derived.
 KB0937
 KB0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK737074(NAD 83)
 KB0937_MARKER: DB = BENCH MARK DISK
 KB0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0937_SP_SET: BRIDGE
 KB0937_STAMPING: M 13 1933
 KB0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0937
 KB0937  HISTORY     - Date     Condition        Report By
 KB0937  HISTORY     - 1933     MONUMENTED       CGS
 KB0937  HISTORY     - 1935     GOOD             NGS
 KB0937  HISTORY     - 1971     GOOD             ILHD
 KB0937  HISTORY     - 1976     GOOD             NGS
 KB0937  HISTORY     - 20020820 GOOD             HANPRO
 KB0937
 KB0937                          STATION DESCRIPTION
 KB0937
 KB0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KB0937'AT SPRINGFIELD.
 KB0937'AT SPRINGFIELD, SANGAMON COUNTY, ON THE WABASH RAILROAD, 8 POLES
 KB0937'SOUTH OF MILEPOST 415, AT THE SOUTH GRAND AVENUE UNDERPASS, IN
 KB0937'THE TOP OF THE WEST END OF THE SOUTH CONCRETE BRIDGE SEAT, 12
 KB0937'FEET WEST OF THE TRACK, AND 6 INCHES SOUTH OF THE FACE OF THE
 KB0937'SOUTH RETAINING WALL.  A STANDARD DISK, STAMPED M 13 1933.
 KB0937
 KB0937                          STATION RECOVERY (1971)
 KB0937
 KB0937'RECOVERY NOTE BY IL HIGHWAY DEPT 1971
 KB0937'RECOVERED IN GOOD CONDITION.
 KB0937
 KB0937                          STATION RECOVERY (1976)
 KB0937
 KB0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0937'RECOVERED IN GOOD CONDITION.
 KB0937
 KB0937                          STATION RECOVERY (2002)
 KB0937
 KB0937'RECOVERY NOTE BY HANSON PROFESSIONAL SERVICES INC 2002 (JAR)
 KB0937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0251 ***********************************************************************
 NH0251  DESIGNATION -  M 130
 NH0251  PID         -  NH0251
 NH0251  STATE/COUNTY-  IL/DE KALB
 NH0251  USGS QUAD   -  FAIRDALE (1978)
 NH0251
 NH0251                         *CURRENT SURVEY CONTROL
 NH0251  ___________________________________________________________________
 NH0251* NAD 83(1986)-  42 05 54.     (N)    088 53 18.     (W)     SCALED    
 NH0251* NAVD 88     -       239.352  (meters)     785.27   (feet)  ADJUSTED  
 NH0251  ___________________________________________________________________
 NH0251  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NH0251  DYNAMIC HT  -         239.271 (meters)     785.01  (feet)  COMP
 NH0251  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 NH0251
 NH0251  VERT ORDER  -  FIRST     CLASS I
 NH0251
 NH0251.The horizontal coordinates were scaled from a topographic map and have
 NH0251.an estimated accuracy of +/- 6 seconds.
 NH0251
 NH0251.The orthometric height was determined by differential leveling
 NH0251.and adjusted by the National Geodetic Survey in June 1991..
 NH0251.WARNING-Repeat measurements at this control monument indicate possible
 NH0251.vertical movement.
 NH0251
 NH0251.The geoid height was determined by GEOID03.
 NH0251
 NH0251.The dynamic height is computed by dividing the NAVD 88
 NH0251.geopotential number by the normal gravity value computed on the
 NH0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0251.degrees latitude (g = 980.6199 gals.).
 NH0251
 NH0251.The modeled gravity was interpolated from observed gravity values.
 NH0251
 NH0251;                    North         East    Units  Estimated Accuracy
 NH0251;SPC IL E     -   603,170.      254,090.      MT  (+/- 180 meters Scaled)
 NH0251
 NH0251                          SUPERSEDED SURVEY CONTROL
 NH0251
 NH0251  NGVD 29 (??/??/92)  239.403  (m)          785.44   (f) ADJ UNCH    1 1
 NH0251
 NH0251.Superseded values are not recommended for survey control.
 NH0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0251.See file dsdata.txt to determine how the superseded data were derived.
 NH0251
 NH0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM438624(NAD 83)
 NH0251_MARKER: DB = BENCH MARK DISK
 NH0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0251_SP_SET: BRIDGE ABUTMENT
 NH0251_STAMPING: M 130 1947
 NH0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0251
 NH0251  HISTORY     - Date     Condition        Report By
 NH0251  HISTORY     - 1947     MONUMENTED       CGS
 NH0251  HISTORY     - 1969     GOOD             NGS
 NH0251  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NH0251  HISTORY     - 19961026 MARK NOT FOUND   USPSQD
 NH0251
 NH0251                          STATION DESCRIPTION
 NH0251
 NH0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0251'2.4 MI E FROM FAIRDALE.
 NH0251'ABOUT 2.45 MILES EAST ALONG STATE HIGHWAY 72 FROM THE FAIRDALE
 NH0251'SCHOOL AT FAIRDALE, OR ABOUT 2.45 MILES WEST ALONG STATE HIGHWAY
 NH0251'72 FROM THE BANK OF KIRKLAND AT KIRKLAND, 13 FEET SOUTHWEST OF
 NH0251'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 NH0251'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS
 NH0251'FOR THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC RAILROAD,
 NH0251'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SEC 21,
 NH0251'T42N, R3E
 NH0251
 NH0251                          STATION RECOVERY (1990)
 NH0251
 NH0251'RECOVERY NOTE BY US POWER SQUADRON 1990 (EW)
 NH0251'MARK NOT FOUND.
 NH0251
 NH0251                          STATION RECOVERY (1996)
 NH0251
 NH0251'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0079 ***********************************************************************
 NH0079  DESIGNATION -  M 131
 NH0079  PID         -  NH0079
 NH0079  STATE/COUNTY-  IL/KANE
 NH0079  USGS QUAD   -  PINGREE GROVE (1992)
 NH0079
 NH0079                         *CURRENT SURVEY CONTROL
 NH0079  ___________________________________________________________________
 NH0079* NAD 83(1986)-  42 05 18.     (N)    088 28 51.     (W)     SCALED    
 NH0079* NAVD 88     -       307.306  (meters)    1008.22   (feet)  ADJUSTED  
 NH0079  ___________________________________________________________________
 NH0079  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0079  DYNAMIC HT  -         307.198 (meters)    1007.87  (feet)  COMP
 NH0079  MODELED GRAV-     980,263.0   (mgal)                       NAVD 88
 NH0079
 NH0079  VERT ORDER  -  FIRST     CLASS I
 NH0079
 NH0079.The horizontal coordinates were scaled from a topographic map and have
 NH0079.an estimated accuracy of +/- 6 seconds.
 NH0079
 NH0079.The orthometric height was determined by differential leveling
 NH0079.and adjusted by the National Geodetic Survey in June 1991..
 NH0079
 NH0079.The geoid height was determined by GEOID03.
 NH0079
 NH0079.The dynamic height is computed by dividing the NAVD 88
 NH0079.geopotential number by the normal gravity value computed on the
 NH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0079.degrees latitude (g = 980.6199 gals.).
 NH0079
 NH0079.The modeled gravity was interpolated from observed gravity values.
 NH0079
 NH0079;                    North         East    Units  Estimated Accuracy
 NH0079;SPC IL E     -   601,920.      287,800.      MT  (+/- 180 meters Scaled)
 NH0079
 NH0079                          SUPERSEDED SURVEY CONTROL
 NH0079
 NH0079  NGVD 29 (??/??/92)  307.361  (m)         1008.40   (f) ADJ UNCH    1 1
 NH0079
 NH0079.Superseded values are not recommended for survey control.
 NH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0079.See file dsdata.txt to determine how the superseded data were derived.
 NH0079
 NH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM775606(NAD 83)
 NH0079_MARKER: DB = BENCH MARK DISK
 NH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0079_STAMPING: M 131 1947
 NH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0079+STABILITY: SURFACE MOTION
 NH0079
 NH0079  HISTORY     - Date     Condition        Report By
 NH0079  HISTORY     - 1947     MONUMENTED       CGS
 NH0079  HISTORY     - 1969     GOOD             NGS
 NH0079  HISTORY     - 19781104 MARK NOT FOUND   LOCENG
 NH0079
 NH0079                          STATION DESCRIPTION
 NH0079
 NH0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0079'2.9 MI E FROM HAMPSHIRE.
 NH0079'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0079'HAMPSHIRE, THENCE 2.6 MILES EAST ALONG STATE HIGHWAY 72, 28
 NH0079'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 105 FEET NORTHEAST
 NH0079'OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND A PAVED ROAD
 NH0079'WHICH LEADS SOUTH AND A GRAVELED ROAD WHICH LEADS NORTH, 1/2
 NH0079'FOOT SOUTH OF A FENCE, 1.4 FEET EAST OF A METAL WITNESS POST,
 NH0079'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 NH0079'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 NH0079'SURFACE OF THE GROUND.  SEC 25, T 42N, R 6E.
 NH0079
 NH0079                          STATION RECOVERY (1978)
 NH0079
 NH0079'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 NH0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0894 ***********************************************************************
 NH0894  DESIGNATION -  M 131 RESET 1978
 NH0894  PID         -  NH0894
 NH0894  STATE/COUNTY-  IL/KANE
 NH0894  USGS QUAD   -  PINGREE GROVE (1992)
 NH0894
 NH0894                         *CURRENT SURVEY CONTROL
 NH0894  ___________________________________________________________________
 NH0894* NAD 83(1986)-  42 05 18.     (N)    088 28 51.     (W)     SCALED    
 NH0894* NAVD 88     -       307.43   (+/-2cm)    1008.6    (feet)  VERTCON   
 NH0894  ___________________________________________________________________
 NH0894  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NH0894
 NH0894  VERT ORDER  -  THIRD (See Below)
 NH0894
 NH0894.The horizontal coordinates were scaled from a topographic map and have
 NH0894.an estimated accuracy of +/- 6 seconds.
 NH0894
 NH0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 NH0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NH0894.The vertical order pertains to the NGVD 29 superseded value.
 NH0894
 NH0894.The geoid height was determined by GEOID03.
 NH0894
 NH0894;                    North         East    Units  Estimated Accuracy
 NH0894;SPC IL E     -   601,920.      287,800.      MT  (+/- 180 meters Scaled)
 NH0894
 NH0894                          SUPERSEDED SURVEY CONTROL
 NH0894
 NH0894  NGVD 29 (03/28/06)  307.48   (m)         1008.8    (f) RESET       3  
 NH0894
 NH0894.Superseded values are not recommended for survey control.
 NH0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0894.See file dsdata.txt to determine how the superseded data were derived.
 NH0894
 NH0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM775606(NAD 83)
 NH0894_MARKER: DB = BENCH MARK DISK
 NH0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0894_STAMPING: M 131 RESET 1978
 NH0894_PROJECTION: FLUSH
 NH0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0894+STABILITY: SURFACE MOTION
 NH0894
 NH0894  HISTORY     - Date     Condition        Report By
 NH0894  HISTORY     - 1978     MONUMENTED       LOCENG
 NH0894  HISTORY     - 1989     GOOD             USPSQD
 NH0894  HISTORY     - 19980511 GOOD             USPSQD
 NH0894  HISTORY     - 20011209 GOOD             USPSQD
 NH0894
 NH0894                          STATION DESCRIPTION
 NH0894
 NH0894'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 NH0894'2.9 MI SE FROM HAMPSHIRE.
 NH0894'0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL IN HAMPSHIRE,
 NH0894'THENCE 2.6 MILES EAST ALONG STATE HIGHWAY 72, AT THE NORTHEAST
 NH0894'QUADRANT OF THE INTERSECTION OF ILLINOIS ROUTE 72 AND BRIER HILL ROAD,
 NH0894'76 FEET EAST OF THE CENTERLINE OF BRIER HILL ROAD, 29 FEET NORTH OF
 NH0894'THE CENTERLINE OF ILLINOIS ROUTE 72.
 NH0894
 NH0894                          STATION RECOVERY (1989)
 NH0894
 NH0894'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 NH0894'RECOVERED IN GOOD CONDITION.
 NH0894
 NH0894                          STATION RECOVERY (1998)
 NH0894
 NH0894'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0894'RECOVERED IN GOOD CONDITION.
 NH0894
 NH0894                          STATION RECOVERY (2001)
 NH0894
 NH0894'RECOVERY NOTE BY US POWER SQUADRON 2001 (ERW)
 NH0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0051 ***********************************************************************
 MF0051  DESIGNATION -  M 132 RESET 1968
 MF0051  PID         -  MF0051
 MF0051  STATE/COUNTY-  IL/DU PAGE
 MF0051  USGS QUAD   -  LOMBARD (1993)
 MF0051
 MF0051                         *CURRENT SURVEY CONTROL
 MF0051  ___________________________________________________________________
 MF0051* NAD 83(1986)-  41 59 06.     (N)    088 04 47.     (W)     SCALED    
 MF0051* NAVD 88     -       233.977  (meters)     767.64   (feet)  ADJUSTED  
 MF0051  ___________________________________________________________________
 MF0051  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MF0051  DYNAMIC HT  -         233.896 (meters)     767.37  (feet)  COMP
 MF0051  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 MF0051
 MF0051  VERT ORDER  -  FIRST     CLASS I
 MF0051
 MF0051.The horizontal coordinates were scaled from a topographic map and have
 MF0051.an estimated accuracy of +/- 6 seconds.
 MF0051
 MF0051.The orthometric height was determined by differential leveling
 MF0051.and adjusted by the National Geodetic Survey in June 1991..
 MF0051
 MF0051.The geoid height was determined by GEOID03.
 MF0051
 MF0051.The dynamic height is computed by dividing the NAVD 88
 MF0051.geopotential number by the normal gravity value computed on the
 MF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0051.degrees latitude (g = 980.6199 gals.).
 MF0051
 MF0051.The modeled gravity was interpolated from observed gravity values.
 MF0051
 MF0051;                    North         East    Units  Estimated Accuracy
 MF0051;SPC IL E     -   590,470.      321,020.      MT  (+/- 180 meters Scaled)
 MF0051
 MF0051                          SUPERSEDED SURVEY CONTROL
 MF0051
 MF0051  NGVD 29 (??/??/92)  234.065  (m)          767.93   (f) ADJ UNCH    1 1
 MF0051
 MF0051.Superseded values are not recommended for survey control.
 MF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0051.See file dsdata.txt to determine how the superseded data were derived.
 MF0051
 MF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM105486(NAD 83)
 MF0051_MARKER: DB = BENCH MARK DISK
 MF0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0051_SP_SET: WATER TOWER CONCRETE BASE
 MF0051_STAMPING: M 132 RESET 1968
 MF0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0051
 MF0051  HISTORY     - Date     Condition        Report By
 MF0051  HISTORY     - 1968     MONUMENTED       CGS
 MF0051  HISTORY     - 1969     GOOD             NGS
 MF0051  HISTORY     - 19890907 MARK NOT FOUND   USPSQD
 MF0051
 MF0051                          STATION DESCRIPTION
 MF0051
 MF0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0051'0.2 MI NW FROM ROSELLE.
 MF0051'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 19 WHICH IS IRVING
 MF0051'PARK ROAD FROM THE ROSELLE STATE BANK AT ROSELLE, IN SECTION 3,
 MF0051'T 40 N, R 10 E, AT THE INTERSECTION OF THE HIGHWAY AND N. ROSELLE
 MF0051'ROAD, 126 FEET NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY,
 MF0051'SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE BASE FOR THE
 MF0051'SOUTHEAST LEG OF THE ROSELLE WATER TOWER, 2 FEET EAST OF THE
 MF0051'EAST CORNER OF THE ROSELLE FIRE DEPARTMENT, AND ABOUT LEVEL WITH
 MF0051'THE GROUND.
 MF0051
 MF0051                          STATION RECOVERY (1989)
 MF0051
 MF0051'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB)
 MF0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1663 ***********************************************************************
 ME1663  DESIGNATION -  M 133
 ME1663  PID         -  ME1663
 ME1663  STATE/COUNTY-  IL/COOK
 ME1663  USGS QUAD   -  ELMHURST (1997)
 ME1663
 ME1663                         *CURRENT SURVEY CONTROL
 ME1663  ___________________________________________________________________
 ME1663* NAD 83(1986)-  41 55 47.     (N)    087 53 07.     (W)     SCALED    
 ME1663* NAVD 88     -       196.517  (meters)     644.74   (feet)  ADJUSTED  
 ME1663  ___________________________________________________________________
 ME1663  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1663  DYNAMIC HT  -         196.451 (meters)     644.52  (feet)  COMP
 ME1663  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 ME1663
 ME1663  VERT ORDER  -  FIRST     CLASS I
 ME1663
 ME1663.The horizontal coordinates were scaled from a topographic map and have
 ME1663.an estimated accuracy of +/- 6 seconds.
 ME1663
 ME1663.The orthometric height was determined by differential leveling
 ME1663.and adjusted by the National Geodetic Survey in June 1991..
 ME1663.WARNING-Repeat measurements at this control monument indicate possible
 ME1663.vertical movement.
 ME1663
 ME1663.The geoid height was determined by GEOID03.
 ME1663
 ME1663.The dynamic height is computed by dividing the NAVD 88
 ME1663.geopotential number by the normal gravity value computed on the
 ME1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1663.degrees latitude (g = 980.6199 gals.).
 ME1663
 ME1663.The modeled gravity was interpolated from observed gravity values.
 ME1663
 ME1663;                    North         East    Units  Estimated Accuracy
 ME1663;SPC IL E     -   584,390.      337,160.      MT  (+/- 180 meters Scaled)
 ME1663
 ME1663                          SUPERSEDED SURVEY CONTROL
 ME1663
 ME1663  NGVD 29 (??/??/92)  196.609  (m)          645.04   (f) ADJ UNCH    1 1
 ME1663
 ME1663.Superseded values are not recommended for survey control.
 ME1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1663.See file dsdata.txt to determine how the superseded data were derived.
 ME1663
 ME1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM266423(NAD 83)
 ME1663_MARKER: DB = BENCH MARK DISK
 ME1663_SETTING: 66 = SET IN ROCK OUTCROP
 ME1663_SP_SET: LIMESTONE LEDGE
 ME1663_STAMPING: M 133 1947
 ME1663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME1663+STABILITY: POSITION/ELEVATION WELL
 ME1663
 ME1663  HISTORY     - Date     Condition        Report By
 ME1663  HISTORY     - 1947     MONUMENTED       CGS
 ME1663  HISTORY     - 1969     GOOD             NGS
 ME1663  HISTORY     - 1971     GOOD             NGS
 ME1663  HISTORY     - 1977     GOOD             NGS
 ME1663  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 ME1663  HISTORY     - 1989     GOOD             USPSQD
 ME1663
 ME1663                          STATION DESCRIPTION
 ME1663
 ME1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 ME1663'1 MI W FROM FRANKLIN PARK.
 ME1663'ABOUT 0.95 MILE WEST ALONG GRAND AVENUE FROM THE MAIN SCHOOL,
 ME1663'DISTRICT 84 AT FRANKLIN PARK, 127 FEET SOUTH OF THE SOUTH CURB
 ME1663'OF GRAND AVENUE, AT THE INTERSECTION OF THE AVENUE AND U.S.
 ME1663'HIGHWAYS 12 AND 45 WHICH IS MANNHEIM ROAD, SET VERTICALLY IN
 ME1663'THE NORTH FACE OF THE LIMESTONE LEDGE AT THE NORTHWEST CORNER
 ME1663'OF THE MANNHEIM SCHOOL, DISTRICT 83, 1 FOOT EAST OF THE NORTHWEST
 ME1663'CORNER OF THE BUILDING, 1/2 FOOT ABOVE A CONCRETE RETAINING
 ME1663'WALL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 29,
 ME1663'T40N, R12E.
 ME1663
 ME1663                          STATION RECOVERY (1971)
 ME1663
 ME1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1663'RECOVERED IN GOOD CONDITION.
 ME1663
 ME1663                          STATION RECOVERY (1977)
 ME1663
 ME1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1663'RECOVERED IN GOOD CONDITION.
 ME1663
 ME1663                          STATION RECOVERY (1987)
 ME1663
 ME1663'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 ME1663'MARK NOT FOUND.
 ME1663
 ME1663                          STATION RECOVERY (1989)
 ME1663
 ME1663'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBO)
 ME1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0241 ***********************************************************************
 NG0241  DESIGNATION -  M 134
 NG0241  PID         -  NG0241
 NG0241  STATE/COUNTY-  IL/COOK
 NG0241  USGS QUAD   -  PARK RIDGE (1995)
 NG0241
 NG0241                         *CURRENT SURVEY CONTROL
 NG0241  ___________________________________________________________________
 NG0241* NAD 83(1986)-  42 04 48.     (N)    087 45 53.     (W)     SCALED    
 NG0241* NAVD 88     -       191.308  (meters)     627.65   (feet)  ADJUSTED  
 NG0241  ___________________________________________________________________
 NG0241  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0241  DYNAMIC HT  -         191.246 (meters)     627.45  (feet)  COMP
 NG0241  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 NG0241
 NG0241  VERT ORDER  -  SECOND    CLASS 0
 NG0241
 NG0241.The horizontal coordinates were scaled from a topographic map and have
 NG0241.an estimated accuracy of +/- 6 seconds.
 NG0241
 NG0241.The orthometric height was determined by differential leveling
 NG0241.and adjusted by the National Geodetic Survey in June 1991..
 NG0241
 NG0241.The geoid height was determined by GEOID03.
 NG0241
 NG0241.The dynamic height is computed by dividing the NAVD 88
 NG0241.geopotential number by the normal gravity value computed on the
 NG0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0241.degrees latitude (g = 980.6199 gals.).
 NG0241
 NG0241.The modeled gravity was interpolated from observed gravity values.
 NG0241
 NG0241;                    North         East    Units  Estimated Accuracy
 NG0241;SPC IL E     -   601,150.      347,050.      MT  (+/- 180 meters Scaled)
 NG0241
 NG0241                          SUPERSEDED SURVEY CONTROL
 NG0241
 NG0241  NGVD 29 (??/??/92)  191.367  (m)          627.84   (f) ADJ UNCH    2 0
 NG0241
 NG0241.Superseded values are not recommended for survey control.
 NG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0241.See file dsdata.txt to determine how the superseded data were derived.
 NG0241
 NG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM367589(NAD 83)
 NG0241_MARKER: DB = BENCH MARK DISK
 NG0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0241_SP_SET: BRIDGE
 NG0241_STAMPING: M 134 1947
 NG0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0241
 NG0241  HISTORY     - Date     Condition        Report By
 NG0241  HISTORY     - 1947     MONUMENTED       CGS
 NG0241  HISTORY     - 19991126 MARK NOT FOUND   USPSQD
 NG0241  HISTORY     - 20000812 MARK NOT FOUND   PATRIC
 NG0241
 NG0241                          STATION DESCRIPTION
 NG0241
 NG0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 NG0241'2.8 MI W FROM WILMETTE.
 NG0241'ABOUT 2.8 MILES WEST ALONG EAST LAKE AVENUE FROM THE FIRE STATION
 NG0241'NO. 1 AT WILMETTE, ABOUT 100 YARDS WEST OF THE WEST WILMETTE
 NG0241'CITY LIMITS, AT THE INTERSECTION OF THE CHICAGO, NORTH SHORE AND
 NG0241'MILWAUKEE RAILROAD (ELECTRIC), SET IN THE TOP OF THE SOUTH SIDE
 NG0241'OF THE CONCRETE FOUNDATION OF THE EAST LEG OF THE ELECTRIC WIRE
 NG0241'BRIDGE, 190 FEET NORTH OF THE CENTER LINE OF EAST LAKE AVENUE,
 NG0241'8 FEET EAST OF THE EAST RAIL AND 0.5 FOOT ABOVE THE CROSSING.
 NG0241
 NG0241                          STATION RECOVERY (1999)
 NG0241
 NG0241'RECOVERY NOTE BY US POWER SQUADRON 1999
 NG0241'MARK NOT FOUND.
 NG0241
 NG0241                          STATION RECOVERY (2000)
 NG0241
 NG0241'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 NG0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1811 ***********************************************************************
 ME1811  DESIGNATION -  M 135
 ME1811  PID         -  ME1811
 ME1811  STATE/COUNTY-  IL/COOK
 ME1811  USGS QUAD   -  ENGLEWOOD (1997)
 ME1811
 ME1811                         *CURRENT SURVEY CONTROL
 ME1811  ___________________________________________________________________
 ME1811* NAD 83(1986)-  41 50 39.     (N)    087 39 17.     (W)     SCALED    
 ME1811* NAVD 88     -       179.506  (meters)     588.93   (feet)  ADJUSTED  
 ME1811  ___________________________________________________________________
 ME1811  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 ME1811  DYNAMIC HT  -         179.444 (meters)     588.73  (feet)  COMP
 ME1811  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 ME1811
 ME1811  VERT ORDER  -  FIRST     CLASS II
 ME1811
 ME1811.The horizontal coordinates were scaled from a topographic map and have
 ME1811.an estimated accuracy of +/- 6 seconds.
 ME1811
 ME1811.The orthometric height was determined by differential leveling
 ME1811.and adjusted by the National Geodetic Survey in June 1991..
 ME1811
 ME1811.The geoid height was determined by GEOID03.
 ME1811
 ME1811.The dynamic height is computed by dividing the NAVD 88
 ME1811.geopotential number by the normal gravity value computed on the
 ME1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1811.degrees latitude (g = 980.6199 gals.).
 ME1811
 ME1811.The modeled gravity was interpolated from observed gravity values.
 ME1811
 ME1811;                    North         East    Units  Estimated Accuracy
 ME1811;SPC IL E     -   575,020.      356,360.      MT  (+/- 180 meters Scaled)
 ME1811
 ME1811                          SUPERSEDED SURVEY CONTROL
 ME1811
 ME1811  NGVD 29 (01/19/93)  179.594  (m)          589.22   (f) ADJUSTED    1 2
 ME1811
 ME1811.Superseded values are not recommended for survey control.
 ME1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1811.See file dsdata.txt to determine how the superseded data were derived.
 ME1811
 ME1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM456326(NAD 83)
 ME1811_MARKER: DB = BENCH MARK DISK
 ME1811_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME1811_SP_SET: ABUTMENT
 ME1811_STAMPING: M 135 1947
 ME1811_MARK LOGO: CGS   
 ME1811_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME1811+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1992
 ME1811
 ME1811  HISTORY     - Date     Condition        Report By
 ME1811  HISTORY     - 1947     MONUMENTED       CGS
 ME1811  HISTORY     - 1977     GOOD             NGS
 ME1811  HISTORY     - 19870601 GOOD             USPSQD
 ME1811  HISTORY     - 19920805 GOOD             NGS
 ME1811
 ME1811                          STATION DESCRIPTION
 ME1811
 ME1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1811'AT CHICAGO.
 ME1811'AT CHICAGO, ABOUT 1/2 BLOCK NORTH ALONG SOUTH THROOP STREET FROM
 ME1811'ITS INTERSECTION WITH ARCHER AVENUE, ACROSS SOUTH THROOP STREET
 ME1811'FROM 2710 SOUTH THROOP ST., SET VERTICALLY IN THE WEST FACE OF
 ME1811'THE EAST CONCRETE ABUTMENT OF THE OVER PASS BRIDGE OF THE
 ME1811'ATCHISON TOPEKA AND SANTA FE RAILWAY OVER SOUTH THROOP STREET,
 ME1811'10 FEET EAST OF THE EAST CURB OF SOUTH THROOP STREET, 3 FEET
 ME1811'NORTH OF THE SOUTH END OF THE ABUTMENT AND 1.5 FEET ABOVE THE
 ME1811'SIDE WALK.
 ME1811
 ME1811                          STATION RECOVERY (1977)
 ME1811
 ME1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1811'RECOVERED IN GOOD CONDITION.
 ME1811
 ME1811                          STATION RECOVERY (1987)
 ME1811
 ME1811'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1811'RECOVERED IN GOOD CONDITION.
 ME1811
 ME1811                          STATION RECOVERY (1992)
 ME1811
 ME1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1811'IN CHICAGO, AT THE INTERSECTION OF ARCHER AVENUE AND THROOP STREET,
 ME1811'SET VERTICALLY IN THE WEST FACE OF THE EAST CONCRETE ABUTMENT OF THE
 ME1811'MOST NORTHERLY OF 3 METRA RAILROAD OVERPASSES, 106.0 M (347.8 FT)
 ME1811'NORTH OF THE AVENUE CENTERLINE, 20.4 M (66.9 FT) SOUTH OF THE CENTER
 ME1811'OF THE OVERPASS, 10.0 M (32.8 FT) EAST OF THE STREET CENTERLINE, 1.0
 ME1811'M (3.3 FT) NORTH OF THE SOUTH END OF THE ABUTMENT, AND 0.5 M
 ME1811'(1.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1789 ***********************************************************************
 ME1789  DESIGNATION -  M 136
 ME1789  PID         -  ME1789
 ME1789  STATE/COUNTY-  IL/COOK
 ME1789  USGS QUAD   -  BERWYN (1993)
 ME1789
 ME1789                         *CURRENT SURVEY CONTROL
 ME1789  ___________________________________________________________________
 ME1789* NAD 83(1986)-  41 47 11.     (N)    087 45 40.     (W)     SCALED    
 ME1789* NAVD 88     -       188.144  (meters)     617.27   (feet)  ADJUSTED  
 ME1789  ___________________________________________________________________
 ME1789  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 ME1789  DYNAMIC HT  -         188.078 (meters)     617.05  (feet)  COMP
 ME1789  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 ME1789
 ME1789  VERT ORDER  -  FIRST     CLASS II
 ME1789
 ME1789.This mark is at Chicago Midway Airport (MDW)
 ME1789
 ME1789.The horizontal coordinates were scaled from a topographic map and have
 ME1789.an estimated accuracy of +/- 6 seconds.
 ME1789
 ME1789.The orthometric height was determined by differential leveling
 ME1789.and adjusted by the National Geodetic Survey in June 1991..
 ME1789
 ME1789.The geoid height was determined by GEOID03.
 ME1789
 ME1789.The dynamic height is computed by dividing the NAVD 88
 ME1789.geopotential number by the normal gravity value computed on the
 ME1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1789.degrees latitude (g = 980.6199 gals.).
 ME1789
 ME1789.The modeled gravity was interpolated from observed gravity values.
 ME1789
 ME1789;                    North         East    Units  Estimated Accuracy
 ME1789;SPC IL E     -   568,540.      347,570.      MT  (+/- 180 meters Scaled)
 ME1789
 ME1789                          SUPERSEDED SURVEY CONTROL
 ME1789
 ME1789  NGVD 29 (??/??/92)  188.228  (m)          617.54   (f) ADJ UNCH    1 2
 ME1789
 ME1789.Superseded values are not recommended for survey control.
 ME1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1789.See file dsdata.txt to determine how the superseded data were derived.
 ME1789
 ME1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM367263(NAD 83)
 ME1789_MARKER: DB = BENCH MARK DISK
 ME1789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1789_SP_SET: BUILDING
 ME1789_STAMPING: M 136 1947
 ME1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1789
 ME1789  HISTORY     - Date     Condition        Report By
 ME1789  HISTORY     - 1947     MONUMENTED       CGS
 ME1789  HISTORY     - 1968     GOOD             NGS
 ME1789  HISTORY     - 1977     GOOD             NGS
 ME1789  HISTORY     - 1987     GOOD             USPSQD
 ME1789
 ME1789                          STATION DESCRIPTION
 ME1789
 ME1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1789'AT CHICAGO.
 ME1789'AT CHICAGO, AT THE CHICAGO MUNICIPAL AIRPORT, SET VERTICALLY
 ME1789'IN THE EAST FACE OF THE U.S. ARMY TRANSIENT AIRCRAFT BUILDING
 ME1789'WHICH IS ON THE WEST SIDE OF THE AIRPORT, ABOUT 72 FEET SOUTH
 ME1789'OF THE NORTHEAST CORNER OF THE BUILDING, 7 FEET SOUTH OF THE
 ME1789'PASSENGER ENTRANCE DOOR ON THE EAST SIDE OF THE BUILDING, AND
 ME1789'2 FEET ABOVE THE GROUND.
 ME1789
 ME1789                          STATION RECOVERY (1968)
 ME1789
 ME1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 ME1789'RECOVERED IN GOOD CONDITION.
 ME1789
 ME1789                          STATION RECOVERY (1977)
 ME1789
 ME1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1789'RECOVERED IN GOOD CONDITION.
 ME1789
 ME1789                          STATION RECOVERY (1987)
 ME1789
 ME1789'RECOVERY NOTE BY US POWER SQUADRON 1987 (MBO)
 ME1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1853 ***********************************************************************
 ME1853  DESIGNATION -  M 137
 ME1853  PID         -  ME1853
 ME1853  STATE/COUNTY-  IL/COOK
 ME1853  USGS QUAD   -  PALOS PARK (1997)
 ME1853
 ME1853                         *CURRENT SURVEY CONTROL
 ME1853  ___________________________________________________________________
 ME1853* NAD 83(1986)-  41 40 59.     (N)    087 51 19.     (W)     SCALED    
 ME1853* NAVD 88     -       184.508  (meters)     605.34   (feet)  ADJUSTED  
 ME1853  ___________________________________________________________________
 ME1853  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 ME1853  DYNAMIC HT  -         184.440 (meters)     605.12  (feet)  COMP
 ME1853  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 ME1853
 ME1853  VERT ORDER  -  FIRST     CLASS II
 ME1853
 ME1853.The horizontal coordinates were scaled from a topographic map and have
 ME1853.an estimated accuracy of +/- 6 seconds.
 ME1853
 ME1853.The orthometric height was determined by differential leveling
 ME1853.and adjusted by the National Geodetic Survey in June 1991..
 ME1853
 ME1853.The geoid height was determined by GEOID03.
 ME1853
 ME1853.The dynamic height is computed by dividing the NAVD 88
 ME1853.geopotential number by the normal gravity value computed on the
 ME1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1853.degrees latitude (g = 980.6199 gals.).
 ME1853
 ME1853.The modeled gravity was interpolated from observed gravity values.
 ME1853
 ME1853;                    North         East    Units  Estimated Accuracy
 ME1853;SPC IL E     -   557,010.      339,800.      MT  (+/- 180 meters Scaled)
 ME1853
 ME1853                          SUPERSEDED SURVEY CONTROL
 ME1853
 ME1853  NGVD 29 (??/??/92)  184.598  (m)          605.64   (f) ADJ UNCH    1 2
 ME1853
 ME1853.Superseded values are not recommended for survey control.
 ME1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1853.See file dsdata.txt to determine how the superseded data were derived.
 ME1853
 ME1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM288149(NAD 83)
 ME1853_MARKER: DB = BENCH MARK DISK
 ME1853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ME1853_SP_SET: BRIDGE
 ME1853_STAMPING: M 137 1947
 ME1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1853+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005
 ME1853
 ME1853  HISTORY     - Date     Condition        Report By
 ME1853  HISTORY     - 1947     MONUMENTED       CGS
 ME1853  HISTORY     - 1971     GOOD             NGS
 ME1853  HISTORY     - 20000412 MARK NOT FOUND   PATRIC
 ME1853  HISTORY     - 20050507 GOOD             GEOCAC
 ME1853
 ME1853                          STATION DESCRIPTION
 ME1853
 ME1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1853'9.8 MI NW FROM BLUE ISLAND.
 ME1853'ABOUT 9.85 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE GRAND
 ME1853'TRUNK AND WESTERN RAILROAD STATION AT BLUE ISLAND, AT THE OVER
 ME1853'PASS BRIDGE OF HIGHWAY 83 OVER U.S. HIGHWAYS 12 AND 20, SET IN THE
 ME1853'TOP OF THE WEST END OF THE SOUTH CONCRETE WHEEL GUARD ALONG THE
 ME1853'BOTTOM OF THE SOUTH CONCRETE BRIDGE RAILING, 23 FEET SOUTH OF THE
 ME1853'CENTER LINE OF THE HIGHWAY, 3.9 FEET EAST OF THE WEST END OF
 ME1853'THE WHEEL GUARD, 0.4 FOOT NORTH OF THE NORTH FACE OF THE BRIDGE
 ME1853'RAILING AND 1/2 FOOT ABOVE THE BRIDGE FLOOR.
 ME1853
 ME1853                          STATION RECOVERY (1971)
 ME1853
 ME1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ME1853'RECOVERED IN GOOD CONDITION.
 ME1853
 ME1853                          STATION RECOVERY (2000)
 ME1853
 ME1853'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (BPG)
 ME1853'POSSIBLY DESTROYED BY NEW BRIDGE
 ME1853
 ME1853                          STATION RECOVERY (2005)
 ME1853
 ME1853'RECOVERY NOTE BY GEOCACHING 2005 (KMP)
 ME1853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3269 ***********************************************************************
 ME3269  DESIGNATION -  M 137
 ME3269  PID         -  ME3269
 ME3269  STATE/COUNTY-  IL/COOK
 ME3269  USGS QUAD   -  JACKSON PARK (1993)
 ME3269
 ME3269                         *CURRENT SURVEY CONTROL
 ME3269  ___________________________________________________________________
 ME3269* NAD 83(1997)-  41 53 19.47348(N)    087 36 49.95462(W)     ADJUSTED  
 ME3269* NAVD 88     -       191.     (meters)     627.     (feet)  VERTCON   
 ME3269  ___________________________________________________________________
 ME3269  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 ME3269  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME3269
 ME3269  HORZ ORDER  -  SECOND
 ME3269
 ME3269.The horizontal coordinates were established by classical geodetic methods
 ME3269.and adjusted by the National Geodetic Survey in October 1999..
 ME3269.No horizontal observational check was made to the station.
 ME3269
 ME3269.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME3269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME3269
 ME3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3269
 ME3269.The geoid height was determined by GEOID03.
 ME3269
 ME3269;                    North         East     Units Scale Factor Converg.
 ME3269;SPC IL E     -   579,995.630   359,709.964   MT  1.00001885   +0 28 49.4
 ME3269;SPC IL E     - 1,902,869.00  1,180,148.44   sFT  1.00001885   +0 28 49.4
 ME3269;UTM  16      - 4,637,605.734   449,071.656   MT  0.99963192   -0 24 35.6
 ME3269
 ME3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3269!SPC IL E     -   0.99997527  x   1.00001885  =   0.99999412
 ME3269!UTM  16      -   0.99997527  x   0.99963192  =   0.99960720
 ME3269
 ME3269                          SUPERSEDED SURVEY CONTROL
 ME3269
 ME3269  NAD 83(1997)-  41 53 19.47370(N)    087 36 49.95505(W) AD(       ) 2
 ME3269  NAD 83(1997)-  41 53 19.47811(N)    087 36 49.96704(W) AD(       ) 2
 ME3269  NAD 83(1986)-  41 53 19.47810(N)    087 36 49.96578(W) AD(       ) 2
 ME3269  NGVD 29 (08/23/90)  191.     (m)          627.     (f) VERT ANG       
 ME3269
 ME3269.Superseded values are not recommended for survey control.
 ME3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3269.See file dsdata.txt to determine how the superseded data were derived.
 ME3269
 ME3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM4907237606(NAD 83)
 ME3269_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ME3269_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME3269+WITH SETTING: PAVEMENT
 ME3269_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME3269+STABILITY: SURFACE MOTION
 ME3269
 ME3269  HISTORY     - Date     Condition        Report By
 ME3269  HISTORY     - 1983     MONUMENTED       IL1670
 ME3269
 ME3269                          STATION DESCRIPTION
 ME3269
 ME3269'DESCRIBED BY CITY OF CHICAGO ILLINOIS 1983 (CJO)
 ME3269'LOCATED IN DOWNTOWN CHICAGO, IN THE EAST SIDEWALK ALONG LAKE SHORE
 ME3269'DRIVE ABOUT 0.7 KM (0.45 MI) NORTH OF THE INTERSECTION OF EAST
 ME3269'RANDOLPH.  IT IS AT THE NORTH END OF THE BRIDGE OVER THE CHICAGO
 ME3269'RIVER, JUST SOUTH OF THE BRIDGE HOUSE.
 ME3269'
 ME3269'TO REACH THE STATION SEE THE ABOVE PARAGRAPH.
 ME3269'
 ME3269'STATION IS A STANDARD MSD DISK STAMPED---M 137---CEMENTED IN A
 ME3269'DRILL HOLE IN SIDEWALK AND OVERLOOK.  IT IS 1.45 M (4.8 FT)
 ME3269'NORTHEAST OF CORNER OF RAILING-WALL AND 0.75 M (2.45 FT) WEST OF
 ME3269'THE FACE OF THE NORTH-SOUTH RAILING-WALL.
 ME3269'
 ME3269'DESCRIBED BY CITY OF CHICAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1822 ***********************************************************************
 ME1822  DESIGNATION -  M 138
 ME1822  PID         -  ME1822
 ME1822  STATE/COUNTY-  IL/COOK
 ME1822  USGS QUAD   -  LAKE CALUMET (1997)
 ME1822
 ME1822                         *CURRENT SURVEY CONTROL
 ME1822  ___________________________________________________________________
 ME1822* NAD 83(1986)-  41 38 53.     (N)    087 32 45.     (W)     SCALED    
 ME1822* NAVD 88     -       180.095  (meters)     590.86   (feet)  ADJUSTED  
 ME1822  ___________________________________________________________________
 ME1822  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1822  DYNAMIC HT  -         180.030 (meters)     590.65  (feet)  COMP
 ME1822  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 ME1822
 ME1822  VERT ORDER  -  FIRST     CLASS II
 ME1822
 ME1822.The horizontal coordinates were scaled from a topographic map and have
 ME1822.an estimated accuracy of +/- 6 seconds.
 ME1822
 ME1822.The orthometric height was determined by differential leveling
 ME1822.and adjusted by the National Geodetic Survey in June 1991..
 ME1822
 ME1822.The geoid height was determined by GEOID03.
 ME1822
 ME1822.The dynamic height is computed by dividing the NAVD 88
 ME1822.geopotential number by the normal gravity value computed on the
 ME1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1822.degrees latitude (g = 980.6199 gals.).
 ME1822
 ME1822.The modeled gravity was interpolated from observed gravity values.
 ME1822
 ME1822;                    North         East    Units  Estimated Accuracy
 ME1822;SPC IL E     -   553,310.      365,600.      MT  (+/- 180 meters Scaled)
 ME1822
 ME1822                          SUPERSEDED SURVEY CONTROL
 ME1822
 ME1822  NGVD 29 (??/??/92)  180.199  (m)          591.20   (f) ADJ UNCH    1 2
 ME1822
 ME1822.Superseded values are not recommended for survey control.
 ME1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1822.See file dsdata.txt to determine how the superseded data were derived.
 ME1822
 ME1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM545108(NAD 83)
 ME1822_MARKER: DB = BENCH MARK DISK
 ME1822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1822_SP_SET: WALL
 ME1822_STAMPING: M 138 1947
 ME1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1822
 ME1822  HISTORY     - Date     Condition        Report By
 ME1822  HISTORY     - 1947     MONUMENTED       CGS
 ME1822  HISTORY     - 1977     GOOD             NGS
 ME1822
 ME1822                          STATION DESCRIPTION
 ME1822
 ME1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 ME1822'AT CHICAGO.
 ME1822'AT CHICAGO, ABOUT 1.1 MILES SOUTHEAST ALONG BRAINARD AVENUE FROM
 ME1822'ITS JUNCTION WITH EAST 130TH STREET, AT BURNHAM, SET VERTICALLY
 ME1822'IN THE SOUTHEAST FACE OF THE BRICK WALL AT THE SOUTH CORNER OF
 ME1822'THE CHICAGO, SOUTH SHORE AND SOUTH BEND ELECTRIC RAILROAD STATION
 ME1822'AT BURNHAM, 1 FOOT NORTHEAST OF THE SOUTH CORNER AND ABOUT 2.5
 ME1822'FEET ABOVE THE GROUND.
 ME1822
 ME1822                          STATION RECOVERY (1977)
 ME1822
 ME1822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ME1822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0020 ***********************************************************************
 KC0020  DESIGNATION -  M 14
 KC0020  PID         -  KC0020
 KC0020  STATE/COUNTY-  IL/MORGAN
 KC0020  USGS QUAD   -  LYNNVILLE (1983)
 KC0020
 KC0020                         *CURRENT SURVEY CONTROL
 KC0020  ___________________________________________________________________
 KC0020* NAD 83(1986)-  39 44 47.     (N)    090 20 11.     (W)     SCALED    
 KC0020* NAVD 88     -       182.894  (meters)     600.04   (feet)  ADJUSTED  
 KC0020  ___________________________________________________________________
 KC0020  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KC0020  DYNAMIC HT  -         182.794 (meters)     599.72  (feet)  COMP
 KC0020  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 KC0020
 KC0020  VERT ORDER  -  FIRST     CLASS II
 KC0020
 KC0020.The horizontal coordinates were scaled from a topographic map and have
 KC0020.an estimated accuracy of +/- 6 seconds.
 KC0020
 KC0020.The orthometric height was determined by differential leveling
 KC0020.and adjusted by the National Geodetic Survey in June 1991..
 KC0020
 KC0020.The geoid height was determined by GEOID03.
 KC0020
 KC0020.The dynamic height is computed by dividing the NAVD 88
 KC0020.geopotential number by the normal gravity value computed on the
 KC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0020.degrees latitude (g = 980.6199 gals.).
 KC0020
 KC0020.The modeled gravity was interpolated from observed gravity values.
 KC0020
 KC0020;                    North         East    Units  Estimated Accuracy
 KC0020;SPC IL W     -   341,840.      685,450.      MT  (+/- 180 meters Scaled)
 KC0020
 KC0020                          SUPERSEDED SURVEY CONTROL
 KC0020
 KC0020  NGVD 29 (??/??/92)  183.011  (m)          600.43   (f) ADJ UNCH    1 2
 KC0020
 KC0020.Superseded values are not recommended for survey control.
 KC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0020.See file dsdata.txt to determine how the superseded data were derived.
 KC0020
 KC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE282030(NAD 83)
 KC0020_MARKER: DB = BENCH MARK DISK
 KC0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0020_STAMPING: M 14 1933
 KC0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0020+STABILITY: SURFACE MOTION
 KC0020
 KC0020  HISTORY     - Date     Condition        Report By
 KC0020  HISTORY     - 1933     MONUMENTED       CGS
 KC0020
 KC0020                          STATION DESCRIPTION
 KC0020
 KC0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KC0020'0.5 MI W FROM MARKHAM.
 KC0020'0.5 MILE WEST ALONG THE WABASH RAILROAD FROM MARKHAM, MORGAN
 KC0020'COUNTY, 28 POLES WEST OF MILEPOST 453, 25 FEET NORTH OF THE
 KC0020'TRACK, ON THE EAST SIDE OF A ROAD, AND AT A FENCE CORNER.  A
 KC0020'STANDARD DISK, STAMPED M 14 1933 AND SET IN THE TOP OF A CONCRETE
 KC0020'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0114 ***********************************************************************
 MF0114  DESIGNATION -  M 140
 MF0114  PID         -  MF0114
 MF0114  STATE/COUNTY-  IL/WILL
 MF0114  USGS QUAD   -  JOLIET (1993)
 MF0114
 MF0114                         *CURRENT SURVEY CONTROL
 MF0114  ___________________________________________________________________
 MF0114* NAD 83(1986)-  41 36 31.     (N)    088 02 42.     (W)     SCALED    
 MF0114* NAVD 88     -       199.193  (meters)     653.52   (feet)  ADJUSTED  
 MF0114  ___________________________________________________________________
 MF0114  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MF0114  DYNAMIC HT  -         199.119 (meters)     653.28  (feet)  COMP
 MF0114  MODELED GRAV-     980,244.7   (mgal)                       NAVD 88
 MF0114
 MF0114  VERT ORDER  -  FIRST     CLASS II
 MF0114
 MF0114.The horizontal coordinates were scaled from a topographic map and have
 MF0114.an estimated accuracy of +/- 6 seconds.
 MF0114
 MF0114.The orthometric height was determined by differential leveling
 MF0114.and adjusted by the National Geodetic Survey in June 1991..
 MF0114
 MF0114.The geoid height was determined by GEOID03.
 MF0114
 MF0114.The dynamic height is computed by dividing the NAVD 88
 MF0114.geopotential number by the normal gravity value computed on the
 MF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0114.degrees latitude (g = 980.6199 gals.).
 MF0114
 MF0114.The modeled gravity was interpolated from observed gravity values.
 MF0114
 MF0114;                    North         East    Units  Estimated Accuracy
 MF0114;SPC IL E     -   548,670.      324,030.      MT  (+/- 180 meters Scaled)
 MF0114
 MF0114                          SUPERSEDED SURVEY CONTROL
 MF0114
 MF0114  NGVD 29 (??/??/92)  199.282  (m)          653.81   (f) ADJ UNCH    1 2
 MF0114
 MF0114.Superseded values are not recommended for survey control.
 MF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0114.See file dsdata.txt to determine how the superseded data were derived.
 MF0114
 MF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM129068(NAD 83)
 MF0114_MARKER: DB = BENCH MARK DISK
 MF0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0114_STAMPING: M 140 1947
 MF0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0114+STABILITY: SURFACE MOTION
 MF0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF0114+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2000
 MF0114
 MF0114  HISTORY     - Date     Condition        Report By
 MF0114  HISTORY     - 1947     MONUMENTED       CGS
 MF0114  HISTORY     - 20000412 GOOD             PATRIC
 MF0114
 MF0114                          STATION DESCRIPTION
 MF0114
 MF0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0114'1.5 MI NE FROM LOCKPORT.
 MF0114'ABOUT 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 4A FROM ITS
 MF0114'INTERSECTION WITH STATE HIGHWAY 7 AT LOCKPORT, AT THE JUNCTION OF
 MF0114'A ROAD LEADING NORTH TO ROMEO AND AT THE SOUTHEAST CORNER OF A
 MF0114'CEMETERY, 168 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 MF0114'ROADS, 45 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 4A, 15.5
 MF0114'FEET SOUTHWEST OF A 12-INCH WILD CHERRY TREE, 9 FEET NORTHEAST OF
 MF0114'A 12-INCH OAK TREE, 4 FEET SOUTHEAST OF THE CEMETERY FENCE,
 MF0114'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT
 MF0114'BELOW THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MF0114'4 INCHES.
 MF0114
 MF0114                          STATION RECOVERY (2000)
 MF0114
 MF0114'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000 (SL)
 MF0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0417 ***********************************************************************
 MF0417  DESIGNATION -  M 141 RESET 1963
 MF0417  PID         -  MF0417
 MF0417  STATE/COUNTY-  IL/LA SALLE
 MF0417  USGS QUAD   -  SENECA (1980)
 MF0417
 MF0417                         *CURRENT SURVEY CONTROL
 MF0417  ___________________________________________________________________
 MF0417* NAD 83(1986)-  41 18 47.     (N)    088 36 35.     (W)     SCALED    
 MF0417* NAVD 88     -       151.97   (meters)     498.6    (feet)  RESET     
 MF0417  ___________________________________________________________________
 MF0417  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MF0417
 MF0417  VERT ORDER  -  THIRD
 MF0417
 MF0417.The horizontal coordinates were scaled from a topographic map and have
 MF0417.an estimated accuracy of +/- 6 seconds.
 MF0417
 MF0417.The orthometric height was computed from unverified reset data.
 MF0417.No vertical observational check was made to the station.
 MF0417
 MF0417.The geoid height was determined by GEOID03.
 MF0417
 MF0417;                    North         East    Units  Estimated Accuracy
 MF0417;SPC IL E     -   515,850.      276,860.      MT  (+/- 180 meters Scaled)
 MF0417
 MF0417                          SUPERSEDED SURVEY CONTROL
 MF0417
 MF0417  NGVD 29 (??/??/??)  152.04   (m)          498.8    (f) RESET       3  
 MF0417
 MF0417.Superseded values are not recommended for survey control.
 MF0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0417.See file dsdata.txt to determine how the superseded data were derived.
 MF0417
 MF0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL652747(NAD 83)
 MF0417_MARKER: DB = BENCH MARK DISK
 MF0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0417_SP_SET: CULVERT
 MF0417_STAMPING: M 141 RESET 1963
 MF0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0417
 MF0417  HISTORY     - Date     Condition        Report By
 MF0417  HISTORY     - 1963     MONUMENTED       ILDPW
 MF0417  HISTORY     - 1989     GOOD             USPSQD
 MF0417  HISTORY     - 19970815 GOOD             USPSQD
 MF0417  HISTORY     - 20020930 GOOD             USPSQD
 MF0417
 MF0417                          STATION DESCRIPTION
 MF0417
 MF0417'DESCRIBED BY ILLINOIS DEPARTMENT OF PUBLIC WORKS 1963
 MF0417'AT SENECA.
 MF0417'AT SENECA, ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 170 FROM
 MF0417'THE POST OFFICE, ABOUT 0.1 MILE SOUTH OF THE BRIDGE OVER THE
 MF0417'ILLINOIS AND MICHIGAN CANAL, AND SET IN THE TOP OF THE SOUTH
 MF0417'END OF THE WEST CONCRETE HEADWALL OF A 12-FOOT CONCRETE BOX
 MF0417'CULVERT UNDER THE HIGHWAY, 35 FEET 4 INCHES WEST OF THE
 MF0417'CENTERLINE OF THE HIGHWAY, 0.5 FEET NORTH OF THE SOUTH END OF THE
 MF0417'HEADWALL.
 MF0417
 MF0417                          STATION RECOVERY (1989)
 MF0417
 MF0417'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 MF0417'RECOVERED IN GOOD CONDITION.
 MF0417
 MF0417                          STATION RECOVERY (1997)
 MF0417
 MF0417'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0417'RECOVERED IN GOOD CONDITION.
 MF0417
 MF0417                          STATION RECOVERY (2002)
 MF0417
 MF0417'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0200 ***********************************************************************
 MF0200  DESIGNATION -  M 142
 MF0200  PID         -  MF0200
 MF0200  STATE/COUNTY-  IL/WILL
 MF0200  USGS QUAD   -  CHANNAHON (1993)
 MF0200
 MF0200                         *CURRENT SURVEY CONTROL
 MF0200  ___________________________________________________________________
 MF0200* NAD 83(1986)-  41 29 45.     (N)    088 07 49.     (W)     SCALED    
 MF0200* NAVD 88     -       163.671  (meters)     536.98   (feet)  ADJUSTED  
 MF0200  ___________________________________________________________________
 MF0200  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MF0200  DYNAMIC HT  -         163.608 (meters)     536.77  (feet)  COMP
 MF0200  MODELED GRAV-     980,240.1   (mgal)                       NAVD 88
 MF0200
 MF0200  VERT ORDER  -  FIRST     CLASS II
 MF0200
 MF0200.The horizontal coordinates were scaled from a topographic map and have
 MF0200.an estimated accuracy of +/- 6 seconds.
 MF0200
 MF0200.The orthometric height was determined by differential leveling
 MF0200.and adjusted by the National Geodetic Survey in June 1991..
 MF0200
 MF0200.The geoid height was determined by GEOID03.
 MF0200
 MF0200.The dynamic height is computed by dividing the NAVD 88
 MF0200.geopotential number by the normal gravity value computed on the
 MF0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0200.degrees latitude (g = 980.6199 gals.).
 MF0200
 MF0200.The modeled gravity was interpolated from observed gravity values.
 MF0200
 MF0200;                    North         East    Units  Estimated Accuracy
 MF0200;SPC IL E     -   536,130.      316,960.      MT  (+/- 180 meters Scaled)
 MF0200
 MF0200                          SUPERSEDED SURVEY CONTROL
 MF0200
 MF0200  NGVD 29 (??/??/92)  163.762  (m)          537.28   (f) ADJ UNCH    1 2
 MF0200
 MF0200.Superseded values are not recommended for survey control.
 MF0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0200.See file dsdata.txt to determine how the superseded data were derived.
 MF0200
 MF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL056944(NAD 83)
 MF0200_MARKER: DB = BENCH MARK DISK
 MF0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0200_SP_SET: TRANSMISSION TOWER
 MF0200_STAMPING: M 142 1947
 MF0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0200
 MF0200  HISTORY     - Date     Condition        Report By
 MF0200  HISTORY     - 1947     MONUMENTED       CGS
 MF0200
 MF0200                          STATION DESCRIPTION
 MF0200
 MF0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MF0200'3.6 MI SW FROM JOLIET.
 MF0200'ABOUT 0.55 MILE SOUTH ALONG CHICAGO STREET FROM THE COURT
 MF0200'HOUSE AT JOLIET, THENCE ABOUT 3.05 MILES SOUTHWEST ALONG
 MF0200'U.S. HIGHWAY 6, ABOUT 0.15 MILE NORTHEAST OF A SHELL SERVICE
 MF0200'STATION, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 MF0200'SOUTHEAST LEG OF THE SOUTHWESTERLY ONE OF TWO POWER TRANSMISSION
 MF0200'TOWERS ON THE NORTHWEST SIDE OF THE HIGHWAY, 64 FEET NORTHWEST
 MF0200'OF THE CENTER LINE OF THE HIGHWAY, 180 FEET WEST OF A 36-INCH
 MF0200'TREE AND 1/2 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0038 ***********************************************************************
 HB0038  DESIGNATION -  M 144
 HB0038  PID         -  HB0038
 HB0038  STATE/COUNTY-  IL/SALINE
 HB0038  USGS QUAD   -  ELDORADO (1963)
 HB0038
 HB0038                         *CURRENT SURVEY CONTROL
 HB0038  ___________________________________________________________________
 HB0038* NAD 83(1986)-  37 47 16.     (N)    088 25 04.     (W)     SCALED    
 HB0038* NAVD 88     -       119.405  (meters)     391.75   (feet)  ADJUSTED  
 HB0038  ___________________________________________________________________
 HB0038  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HB0038  DYNAMIC HT  -         119.324 (meters)     391.48  (feet)  COMP
 HB0038  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 HB0038
 HB0038  VERT ORDER  -  FIRST     CLASS II
 HB0038
 HB0038.The horizontal coordinates were scaled from a topographic map and have
 HB0038.an estimated accuracy of +/- 6 seconds.
 HB0038
 HB0038.The orthometric height was determined by differential leveling
 HB0038.and adjusted by the National Geodetic Survey in June 1991..
 HB0038
 HB0038.The geoid height was determined by GEOID03.
 HB0038
 HB0038.The dynamic height is computed by dividing the NAVD 88
 HB0038.geopotential number by the normal gravity value computed on the
 HB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0038.degrees latitude (g = 980.6199 gals.).
 HB0038
 HB0038.The modeled gravity was interpolated from observed gravity values.
 HB0038
 HB0038;                    North         East    Units  Estimated Accuracy
 HB0038;SPC IL E     -   124,420.      292,560.      MT  (+/- 180 meters Scaled)
 HB0038
 HB0038                          SUPERSEDED SURVEY CONTROL
 HB0038
 HB0038  NGVD 29 (??/??/??)  119.505  (m)          392.08   (f) ADJUSTED    1 2
 HB0038
 HB0038.Superseded values are not recommended for survey control.
 HB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0038.See file dsdata.txt to determine how the superseded data were derived.
 HB0038
 HB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG751832(NAD 83)
 HB0038_MARKER: DB = BENCH MARK DISK
 HB0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HB0038_SP_SET: BRIDGE
 HB0038_STAMPING: M 144 1949
 HB0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0038
 HB0038  HISTORY     - Date     Condition        Report By
 HB0038  HISTORY     - 1949     MONUMENTED       CGS
 HB0038  HISTORY     - 1978     GOOD             ILDT
 HB0038  HISTORY     - 1978     GOOD             ILDT
 HB0038  HISTORY     - 1978     GOOD             ILDT
 HB0038
 HB0038                          STATION DESCRIPTION
 HB0038
 HB0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0038'2.1 MI SE FROM ELDORADO.
 HB0038'ABOUT 2.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 HB0038'RAILROAD FROM THE UNION STATION AT ELDORADO, ABOUT 0.5 MILE
 HB0038'NORTHWEST OF GRAYSON, SET IN THE TOP OF THE CENTER OF THE
 HB0038'SOUTHWEST STONE HEAD WALL OF A 10-FOOT STONE BRIDGE OVER A
 HB0038'CREEK, DIRECTLY OVER THE CENTER STONE PIER, 16.8 FEET SOUTHWEST
 HB0038'OF THE SOUTHWEST RAIL AND ABOUT 3 1/2 FEET BELOW THE TRACK.
 HB0038
 HB0038                          STATION RECOVERY (1978)
 HB0038
 HB0038'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0038'RECOVERED IN GOOD CONDITION.
 HB0038
 HB0038                          STATION RECOVERY (1978)
 HB0038
 HB0038'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0038'RECOVERED IN GOOD CONDITION.
 HB0038
 HB0038                          STATION RECOVERY (1978)
 HB0038
 HB0038'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0539 ***********************************************************************
 HB0539  DESIGNATION -  M 145
 HB0539  PID         -  HB0539
 HB0539  STATE/COUNTY-  IL/SALINE
 HB0539  USGS QUAD   -  HARCO (1963)
 HB0539
 HB0539                         *CURRENT SURVEY CONTROL
 HB0539  ___________________________________________________________________
 HB0539* NAD 83(1986)-  37 51 20.     (N)    088 40 33.     (W)     SCALED    
 HB0539* NAVD 88     -       122.099  (meters)     400.59   (feet)  ADJUSTED  
 HB0539  ___________________________________________________________________
 HB0539  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HB0539  DYNAMIC HT  -         122.015 (meters)     400.31  (feet)  COMP
 HB0539  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 HB0539
 HB0539  VERT ORDER  -  FIRST     CLASS II
 HB0539
 HB0539.The horizontal coordinates were scaled from a topographic map and have
 HB0539.an estimated accuracy of +/- 6 seconds.
 HB0539
 HB0539.The orthometric height was determined by differential leveling
 HB0539.and adjusted by the National Geodetic Survey in June 1991..
 HB0539
 HB0539.The geoid height was determined by GEOID03.
 HB0539
 HB0539.The dynamic height is computed by dividing the NAVD 88
 HB0539.geopotential number by the normal gravity value computed on the
 HB0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0539.degrees latitude (g = 980.6199 gals.).
 HB0539
 HB0539.The modeled gravity was interpolated from observed gravity values.
 HB0539
 HB0539;                    North         East    Units  Estimated Accuracy
 HB0539;SPC IL E     -   132,000.      269,860.      MT  (+/- 180 meters Scaled)
 HB0539
 HB0539                          SUPERSEDED SURVEY CONTROL
 HB0539
 HB0539  NGVD 29 (??/??/??)  122.196  (m)          400.90   (f) ADJUSTED    1 2
 HB0539
 HB0539.Superseded values are not recommended for survey control.
 HB0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0539.See file dsdata.txt to determine how the superseded data were derived.
 HB0539
 HB0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG525911(NAD 83)
 HB0539_MARKER: DB = BENCH MARK DISK
 HB0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0539_SP_SET: CULVERT
 HB0539_STAMPING: M 145 1949
 HB0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0539
 HB0539  HISTORY     - Date     Condition        Report By
 HB0539  HISTORY     - 1949     MONUMENTED       CGS
 HB0539  HISTORY     - 1978     GOOD             ILDT
 HB0539  HISTORY     - 1978     GOOD             ILDT
 HB0539  HISTORY     - 1978     GOOD             ILDT
 HB0539
 HB0539                          STATION DESCRIPTION
 HB0539
 HB0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0539'4 MI NW FROM GALATIA.
 HB0539'4.05 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0539'THE STATION AT GALATIA, ABOUT 0.3 MILE NORTH OF RILEYVILLE, SET
 HB0539'IN THE TOP OF THE WEST HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER
 HB0539'STATE HIGHWAY 34 WHICH PARALLELS THE TRACK AT THIS POINT, 37.4
 HB0539'FEET EAST OF THE EAST RAIL, 19 1/2 FEET EAST OF THE EAST END OF
 HB0539'A DOUBLE PIPE CULVERT UNDER RAILROAD, 22 FEET WEST OF THE CENTER
 HB0539'LINE OF THE HIGHWAY, 5 1/2 FEET NORTH OF THE SOUTH END OF THE HEAD
 HB0539'WALL AND 1 1/2 FEET BELOW THE TRACK.
 HB0539
 HB0539                          STATION RECOVERY (1978)
 HB0539
 HB0539'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0539'RECOVERED IN GOOD CONDITION.
 HB0539
 HB0539                          STATION RECOVERY (1978)
 HB0539
 HB0539'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0539'RECOVERED IN GOOD CONDITION.
 HB0539
 HB0539                          STATION RECOVERY (1978)
 HB0539
 HB0539'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 HB0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0085 ***********************************************************************
 JC0085  DESIGNATION -  M 146
 JC0085  PID         -  JC0085
 JC0085  STATE/COUNTY-  IL/ST CLAIR
 JC0085  USGS QUAD   -  CAHOKIA (1993)
 JC0085
 JC0085                         *CURRENT SURVEY CONTROL
 JC0085  ___________________________________________________________________
 JC0085* NAD 83(1986)-  38 34 21.     (N)    090 10 22.     (W)     SCALED    
 JC0085* NAVD 88     -       126.750  (meters)     415.85   (feet)  ADJUSTED  
 JC0085  ___________________________________________________________________
 JC0085  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JC0085  DYNAMIC HT  -         126.669 (meters)     415.58  (feet)  COMP
 JC0085  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 JC0085
 JC0085  VERT ORDER  -  SECOND    CLASS 0
 JC0085
 JC0085.The horizontal coordinates were scaled from a topographic map and have
 JC0085.an estimated accuracy of +/- 6 seconds.
 JC0085
 JC0085.The orthometric height was determined by differential leveling
 JC0085.and adjusted by the National Geodetic Survey in June 1991..
 JC0085
 JC0085.The geoid height was determined by GEOID03.
 JC0085
 JC0085.The dynamic height is computed by dividing the NAVD 88
 JC0085.geopotential number by the normal gravity value computed on the
 JC0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0085.degrees latitude (g = 980.6199 gals.).
 JC0085
 JC0085.The modeled gravity was interpolated from observed gravity values.
 JC0085
 JC0085;                    North         East    Units  Estimated Accuracy
 JC0085;SPC IL W     -   211,520.      699,470.      MT  (+/- 180 meters Scaled)
 JC0085
 JC0085                          SUPERSEDED SURVEY CONTROL
 JC0085
 JC0085  NGVD 29 (??/??/92)  126.894  (m)          416.32   (f) ADJ UNCH    2 0
 JC0085
 JC0085.Superseded values are not recommended for survey control.
 JC0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0085.See file dsdata.txt to determine how the superseded data were derived.
 JC0085
 JC0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC463731(NAD 83)
 JC0085_MARKER: DB = BENCH MARK DISK
 JC0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JC0085_SP_SET: BUILDING
 JC0085_STAMPING: M 146 1949
 JC0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC0085
 JC0085  HISTORY     - Date     Condition        Report By
 JC0085  HISTORY     - 1949     MONUMENTED       CGS
 JC0085
 JC0085                          STATION DESCRIPTION
 JC0085
 JC0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JC0085'1.8 MI S FROM EAST ST LOUIS.
 JC0085'ABOUT 1.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JC0085'THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT EAST ST. LOUIS,
 JC0085'AT THE MAPLEWOOD SCHOOL, SET VERTICALLY IN THE EAST FACE OF THE
 JC0085'NEW ADDITION AT THE NORTHEAST CORNER OF THE SCHOOL FOUNDATION,
 JC0085'1.5 FEET ABOVE THE LEVEL OF THE GROUND, 0.7 FOOT SOUTH OF THE
 JC0085'NORTHEAST CORNER OF BUILDING AND ABOUT 1 FOOT ABOVE THE LEVEL
 JC0085'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0020 ***********************************************************************
 JC0020  DESIGNATION -  M 147
 JC0020  PID         -  JC0020
 JC0020  STATE/COUNTY-  IL/ST CLAIR
 JC0020  USGS QUAD   -  MONKS MOUND (1993)
 JC0020
 JC0020                         *CURRENT SURVEY CONTROL
 JC0020  ___________________________________________________________________
 JC0020* NAD 83(1986)-  38 38 13.     (N)    090 03 43.     (W)     SCALED    
 JC0020* NAVD 88     -       125.923  (meters)     413.13   (feet)  ADJUSTED  
 JC0020  ___________________________________________________________________
 JC0020  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JC0020  DYNAMIC HT  -         125.843 (meters)     412.87  (feet)  COMP
 JC0020  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 JC0020
 JC0020  VERT ORDER  -  FIRST     CLASS I
 JC0020
 JC0020.The horizontal coordinates were scaled from a topographic map and have
 JC0020.an estimated accuracy of +/- 6 seconds.
 JC0020
 JC0020.The orthometric height was determined by differential leveling
 JC0020.and adjusted by the National Geodetic Survey in June 1991..
 JC0020.WARNING-Repeat measurements at this control monument indicate possible
 JC0020.vertical movement.
 JC0020
 JC0020.The geoid height was determined by GEOID03.
 JC0020
 JC0020.The dynamic height is computed by dividing the NAVD 88
 JC0020.geopotential number by the normal gravity value computed on the
 JC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0020.degrees latitude (g = 980.6199 gals.).
 JC0020
 JC0020.The modeled gravity was interpolated from observed gravity values.
 JC0020
 JC0020;                    North         East    Units  Estimated Accuracy
 JC0020;SPC IL W     -   218,670.      709,120.      MT  (+/- 180 meters Scaled)
 JC0020
 JC0020                          SUPERSEDED SURVEY CONTROL
 JC0020
 JC0020  NGVD 29 (??/??/92)  126.033  (m)          413.49   (f) ADJ UNCH    1 1
 JC0020
 JC0020.Superseded values are not recommended for survey control.
 JC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0020.See file dsdata.txt to determine how the superseded data were derived.
 JC0020
 JC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC557805(NAD 83)
 JC0020_MARKER: DB = BENCH MARK DISK
 JC0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JC0020_SP_SET: CULVERT
 JC0020_STAMPING: M 147 1949
 JC0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JC0020
 JC0020  HISTORY     - Date     Condition        Report By
 JC0020  HISTORY     - 1949     MONUMENTED       CGS
 JC0020  HISTORY     - 1969     GOOD             NGS
 JC0020
 JC0020                          STATION DESCRIPTION
 JC0020
 JC0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JC0020'1.5 MI E FROM WASHINGTON PARK.
 JC0020'ABOUT 1.5 MILES EAST ALONG FOREST BLVD FROM THE CITY HALL AT
 JC0020'WASHINGTON PARK, ABOUT 0.25 MILE WEST OF A 100-FOOT LONG BRIDGE
 JC0020'OVER HARDING DITCH, SET ON THE TOP OF THE EAST END OF THE SOUTH
 JC0020'HEAD WALL FOR A 6 FOOT BOX CULVERT UNDER THE BLVD, 20 1/2 FEET
 JC0020'SOUTH OF THE CENTER LINE OF THE BLVD AND 1/2 FOOT BELOW THE
 JC0020'LEVEL OF THE BLVD.  SEC 11, T 2N, R 9W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0685 ***********************************************************************
 HB0685  DESIGNATION -  M 148
 HB0685  PID         -  HB0685
 HB0685  STATE/COUNTY-  IL/JACKSON
 HB0685  USGS QUAD   -  ORAVILLE (1996)
 HB0685
 HB0685                         *CURRENT SURVEY CONTROL
 HB0685  ___________________________________________________________________
 HB0685* NAD 83(1986)-  37 45 40.     (N)    089 25 03.     (W)     SCALED    
 HB0685* NAVD 88     -       115.756  (meters)     379.78   (feet)  ADJUSTED  
 HB0685  ___________________________________________________________________
 HB0685  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HB0685  DYNAMIC HT  -         115.675 (meters)     379.51  (feet)  COMP
 HB0685  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 HB0685
 HB0685  VERT ORDER  -  FIRST     CLASS II
 HB0685
 HB0685.The horizontal coordinates were scaled from a topographic map and have
 HB0685.an estimated accuracy of +/- 6 seconds.
 HB0685
 HB0685.The orthometric height was determined by differential leveling
 HB0685.and adjusted by the National Geodetic Survey in June 1991..
 HB0685
 HB0685.The geoid height was determined by GEOID03.
 HB0685
 HB0685.The dynamic height is computed by dividing the NAVD 88
 HB0685.geopotential number by the normal gravity value computed on the
 HB0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0685.degrees latitude (g = 980.6199 gals.).
 HB0685
 HB0685.The modeled gravity was interpolated from observed gravity values.
 HB0685
 HB0685;                    North         East    Units  Estimated Accuracy
 HB0685;SPC IL W     -   121,720.      766,010.      MT  (+/- 180 meters Scaled)
 HB0685
 HB0685                          SUPERSEDED SURVEY CONTROL
 HB0685
 HB0685  NGVD 29 (??/??/??)  115.854  (m)          380.10   (f) ADJUSTED    1 2
 HB0685
 HB0685.Superseded values are not recommended for survey control.
 HB0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0685.See file dsdata.txt to determine how the superseded data were derived.
 HB0685
 HB0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG870820(NAD 83)
 HB0685_MARKER: DB = BENCH MARK DISK
 HB0685_SETTING: 66 = SET IN ROCK OUTCROP
 HB0685_SP_SET: ROCK CUT
 HB0685_STAMPING: M 148 1949
 HB0685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB0685+STABILITY: POSITION/ELEVATION WELL
 HB0685
 HB0685  HISTORY     - Date     Condition        Report By
 HB0685  HISTORY     - 1949     MONUMENTED       CGS
 HB0685
 HB0685                          STATION DESCRIPTION
 HB0685
 HB0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 HB0685'2.4 MI NE FROM SAND RIDGE.
 HB0685'2.35 MILES NORTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0685'THE STATION AT SAND RIDGE, ABOUT 252 YARDS EAST OF MILE POST
 HB0685'T 6, ABOUT 102 YARDS WEST OF THE EAST END OF A CUT, SET VERTICALLY
 HB0685'AND ABOUT 2 FEET ABOVE THE GROUND IN THE VERTICAL NORTH FACE OF A
 HB0685'ROCK IN A CUT BANK, LAYER OF ROCK IS ABOUT 4 FEET HIGH AND RISES
 HB0685'VERTICAL OUT OF DITCH, 9 FEET SOUTH OF THE SOUTH RAIL AND ABOUT
 HB0685'1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0593 ***********************************************************************
 HB0593  DESIGNATION -  M 149
 HB0593  PID         -  HB0593
 HB0593  STATE/COUNTY-  IL/PERRY
 HB0593  USGS QUAD   -  ELKVILLE (1978)
 HB0593
 HB0593                         *CURRENT SURVEY CONTROL
 HB0593  ___________________________________________________________________
 HB0593* NAD 83(1986)-  37 59 57.     (N)    089 14 21.     (W)     SCALED    
 HB0593* NAVD 88     -       135.776  (meters)     445.46   (feet)  ADJUSTED  
 HB0593  ___________________________________________________________________
 HB0593  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 HB0593  DYNAMIC HT  -         135.687 (meters)     445.17  (feet)  COMP
 HB0593  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 HB0593
 HB0593  VERT ORDER  -  FIRST     CLASS I
 HB0593
 HB0593.The horizontal coordinates were scaled from a topographic map and have
 HB0593.an estimated accuracy of +/- 6 seconds.
 HB0593
 HB0593.The orthometric height was determined by differential leveling
 HB0593.and adjusted by the National Geodetic Survey in June 1991..
 HB0593
 HB0593.The geoid height was determined by GEOID03.
 HB0593
 HB0593.The dynamic height is computed by dividing the NAVD 88
 HB0593.geopotential number by the normal gravity value computed on the
 HB0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0593.degrees latitude (g = 980.6199 gals.).
 HB0593
 HB0593.The modeled gravity was interpolated from observed gravity values.
 HB0593
 HB0593;                    North         East    Units  Estimated Accuracy
 HB0593;SPC IL W     -   148,280.      781,460.      MT  (+/- 180 meters Scaled)
 HB0593
 HB0593                          SUPERSEDED SURVEY CONTROL
 HB0593
 HB0593  NGVD 29 (??/??/??)  135.870  (m)          445.77   (f) ADJUSTED    1 1
 HB0593
 HB0593.Superseded values are not recommended for survey control.
 HB0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0593.See file dsdata.txt to determine how the superseded data were derived.
 HB0593
 HB0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH033080(NAD 83)
 HB0593_MARKER: DB = BENCH MARK DISK
 HB0593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0593_SP_SET: CULVERT
 HB0593_STAMPING: M 149 1949
 HB0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0593
 HB0593  HISTORY     - Date     Condition        Report By
 HB0593  HISTORY     - 1949     MONUMENTED       CGS
 HB0593  HISTORY     - 1969     GOOD             CGS
 HB0593  HISTORY     - 1980     GOOD             ILDT
 HB0593  HISTORY     - 1980     GOOD             ILDT
 HB0593  HISTORY     - 1980     GOOD             ILDT
 HB0593
 HB0593                          STATION DESCRIPTION
 HB0593
 HB0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0593'0.8 MI S FROM DU QUOIN.
 HB0593'ABOUT 0.85 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0593'THE STATION AT DU QUOIN, 0.55 MILE SOUTH OF A WATER TOWER, 0.25
 HB0593'MILE NORTH OF 2 RAILROAD SEMAPHORE SIGNALS, 15 FEET WEST OF THE
 HB0593'WEST RAIL OF THE WEST TRACK, SET IN THE TOP OF THE SOUTH END OF
 HB0593'THE WEST CONCRETE HEADWALL OF A 36-INCH TUBULAR CULVERT, AND ABOUT
 HB0593'6 FEET BELOW THE LEVEL OF THE TRACK.  SEC 17, T6S, R1W.
 HB0593
 HB0593                          STATION RECOVERY (1980)
 HB0593
 HB0593'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0593'RECOVERED IN GOOD CONDITION.
 HB0593
 HB0593                          STATION RECOVERY (1980)
 HB0593
 HB0593'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0593'RECOVERED IN GOOD CONDITION.
 HB0593
 HB0593                          STATION RECOVERY (1980)
 HB0593
 HB0593'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980
 HB0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0542 ***********************************************************************
 LD0542  DESIGNATION -  M 15
 LD0542  PID         -  LD0542
 LD0542  STATE/COUNTY-  IL/ADAMS
 LD0542  USGS QUAD   -  CAMP POINT (1994)
 LD0542
 LD0542                         *CURRENT SURVEY CONTROL
 LD0542  ___________________________________________________________________
 LD0542* NAD 83(1986)-  40 02 05.     (N)    091 01 08.     (W)     SCALED    
 LD0542* NAVD 88     -       219.810  (meters)     721.16   (feet)  ADJUSTED  
 LD0542  ___________________________________________________________________
 LD0542  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LD0542  DYNAMIC HT  -         219.695 (meters)     720.78  (feet)  COMP
 LD0542  MODELED GRAV-     980,094.9   (mgal)                       NAVD 88
 LD0542
 LD0542  VERT ORDER  -  FIRST     CLASS II
 LD0542
 LD0542.The horizontal coordinates were scaled from a topographic map and have
 LD0542.an estimated accuracy of +/- 6 seconds.
 LD0542
 LD0542.The orthometric height was determined by differential leveling
 LD0542.and adjusted by the National Geodetic Survey in June 1991..
 LD0542
 LD0542.The geoid height was determined by GEOID03.
 LD0542
 LD0542.The dynamic height is computed by dividing the NAVD 88
 LD0542.geopotential number by the normal gravity value computed on the
 LD0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0542.degrees latitude (g = 980.6199 gals.).
 LD0542
 LD0542.The modeled gravity was interpolated from observed gravity values.
 LD0542
 LD0542;                    North         East    Units  Estimated Accuracy
 LD0542;SPC IL W     -   374,190.      627,270.      MT  (+/- 180 meters Scaled)
 LD0542
 LD0542                          SUPERSEDED SURVEY CONTROL
 LD0542
 LD0542  NGVD 29 (??/??/92)  219.886  (m)          721.41   (f) ADJ UNCH    1 2
 LD0542
 LD0542.Superseded values are not recommended for survey control.
 LD0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0542.See file dsdata.txt to determine how the superseded data were derived.
 LD0542
 LD0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE690334(NAD 83)
 LD0542_MARKER: DB = BENCH MARK DISK
 LD0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0542_STAMPING: M 15 1933
 LD0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0542+STABILITY: SURFACE MOTION
 LD0542
 LD0542  HISTORY     - Date     Condition        Report By
 LD0542  HISTORY     - 1933     MONUMENTED       CGS
 LD0542  HISTORY     - 1946     GOOD             NGS
 LD0542
 LD0542                          STATION DESCRIPTION
 LD0542
 LD0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LD0542'3 MI W FROM CLAYTON.
 LD0542'ABOUT 3 MILES WEST ALONG U.S. HIGHWAY 24 FROM CLAYTON, ADAMS COUNTY,
 LD0542'0.6 MILE EAST OF THE INTERSECTION WITH STATE HIGHWAY 102, 100
 LD0542'FEET EAST OF CULVERT 31-80.89, 32 FEET NORTH OF THE CENTERLINE
 LD0542'OF U.S. HIGHWAY 24, AND 48 FEET SOUTH OF THE CENTERLINE OF THE
 LD0542'ABANDONED WABASH RAILWAY TRACK.  A STANDARD DISK, STAMPED M 15 1933
 LD0542'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0797 ***********************************************************************
 HB0797  DESIGNATION -  M 150
 HB0797  PID         -  HB0797
 HB0797  STATE/COUNTY-  IL/UNION
 HB0797  USGS QUAD   -  ANNA (1978)
 HB0797
 HB0797                         *CURRENT SURVEY CONTROL
 HB0797  ___________________________________________________________________
 HB0797* NAD 83(1986)-  37 23 49.     (N)    089 11 23.     (W)     SCALED    
 HB0797* NAVD 88     -       147.823  (meters)     484.98   (feet)  ADJUSTED  
 HB0797  ___________________________________________________________________
 HB0797  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HB0797  DYNAMIC HT  -         147.717 (meters)     484.63  (feet)  COMP
 HB0797  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 HB0797
 HB0797  VERT ORDER  -  FIRST     CLASS I
 HB0797
 HB0797.The horizontal coordinates were scaled from a topographic map and have
 HB0797.an estimated accuracy of +/- 6 seconds.
 HB0797
 HB0797.The orthometric height was determined by differential leveling
 HB0797.and adjusted by the National Geodetic Survey in June 1991..
 HB0797
 HB0797.The geoid height was determined by GEOID03.
 HB0797
 HB0797.The dynamic height is computed by dividing the NAVD 88
 HB0797.geopotential number by the normal gravity value computed on the
 HB0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0797.degrees latitude (g = 980.6199 gals.).
 HB0797
 HB0797.The modeled gravity was interpolated from observed gravity values.
 HB0797
 HB0797;                    North         East    Units  Estimated Accuracy
 HB0797;SPC IL W     -    81,490.      786,500.      MT  (+/- 180 meters Scaled)
 HB0797
 HB0797                          SUPERSEDED SURVEY CONTROL
 HB0797
 HB0797  NGVD 29 (??/??/??)  147.810  (m)          484.94   (f) ADJUSTED    1 1
 HB0797
 HB0797.Superseded values are not recommended for survey control.
 HB0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0797.See file dsdata.txt to determine how the superseded data were derived.
 HB0797
 HB0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG061411(NAD 83)
 HB0797_MARKER: DB = BENCH MARK DISK
 HB0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0797_STAMPING: M 150 1949
 HB0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0797+STABILITY: SURFACE MOTION
 HB0797
 HB0797  HISTORY     - Date     Condition        Report By
 HB0797  HISTORY     - 1949     MONUMENTED       CGS
 HB0797  HISTORY     - 1969     GOOD             CGS
 HB0797
 HB0797                          STATION DESCRIPTION
 HB0797
 HB0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0797'3.2 MI NW FROM DONGOLA.
 HB0797'ABOUT 3.25 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD
 HB0797'FROM THE STATION AT DONGOLA, OR ABOUT 6.1 MILES SOUTHEAST ALONG THE
 HB0797'ILLINOIS CENTRAL RAILROAD FROM THE STATION AT ANNA, 0.25 MILE
 HB0797'NORTHWEST OF MILEPOST 335, 10 RAILS SOUTH OF SEMAPHORE SIGNAL
 HB0797'NUMBER 334.7, 27 1/2 FEET WEST-SOUTHWEST OF THE CENTER OF A CROSSING
 HB0797'OF THE RAILROAD AND A GRAVELED ROAD, 22 1/2 FEET WEST OF THE WEST
 HB0797'RAIL OF THE WEST TRACK, 15 FEET SOUTH OF THE CENTER LINE OF THE
 HB0797'ROAD, 170 FEET EAST OF THE NORTHEAST CORNER OF A PORCH WHICH IS ON
 HB0797'A FRAME HOUSE, 32 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM
 HB0797'POWER POLE NUMBER 34, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 HB0797'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 HB0797'IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  SEC 11, T13S, R1W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1341 ***********************************************************************
 JB1341  DESIGNATION -  M 151
 JB1341  PID         -  JB1341
 JB1341  STATE/COUNTY-  IL/ST CLAIR
 JB1341  USGS QUAD   -  LEBANON (1991)
 JB1341
 JB1341                         *CURRENT SURVEY CONTROL
 JB1341  ___________________________________________________________________
 JB1341* NAD 83(1986)-  38 35 36.     (N)    089 48 06.     (W)     SCALED    
 JB1341* NAVD 88     -       134.130  (meters)     440.06   (feet)  ADJUSTED  
 JB1341  ___________________________________________________________________
 JB1341  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JB1341  DYNAMIC HT  -         134.047 (meters)     439.79  (feet)  COMP
 JB1341  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 JB1341
 JB1341  VERT ORDER  -  FIRST     CLASS I
 JB1341
 JB1341.The horizontal coordinates were scaled from a topographic map and have
 JB1341.an estimated accuracy of +/- 6 seconds.
 JB1341
 JB1341.The orthometric height was determined by differential leveling
 JB1341.and adjusted by the National Geodetic Survey in June 1991..
 JB1341
 JB1341.The geoid height was determined by GEOID03.
 JB1341
 JB1341.The dynamic height is computed by dividing the NAVD 88
 JB1341.geopotential number by the normal gravity value computed on the
 JB1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1341.degrees latitude (g = 980.6199 gals.).
 JB1341
 JB1341.The modeled gravity was interpolated from observed gravity values.
 JB1341
 JB1341;                    North         East    Units  Estimated Accuracy
 JB1341;SPC IL W     -   213,890.      731,800.      MT  (+/- 180 meters Scaled)
 JB1341
 JB1341                          SUPERSEDED SURVEY CONTROL
 JB1341
 JB1341  NGVD 29 (??/??/92)  134.249  (m)          440.45   (f) ADJ UNCH    1 1
 JB1341
 JB1341.Superseded values are not recommended for survey control.
 JB1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1341.See file dsdata.txt to determine how the superseded data were derived.
 JB1341
 JB1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH559753(NAD 83)
 JB1341_MARKER: DB = BENCH MARK DISK
 JB1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1341_STAMPING: M 151 1949
 JB1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1341+STABILITY: SURFACE MOTION
 JB1341
 JB1341  HISTORY     - Date     Condition        Report By
 JB1341  HISTORY     - 1949     MONUMENTED       CGS
 JB1341  HISTORY     - 1969     GOOD             NGS
 JB1341  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JB1341  HISTORY     - 19960605 MARK NOT FOUND   NGS
 JB1341
 JB1341                          STATION DESCRIPTION
 JB1341
 JB1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1341'AT LEBANON.
 JB1341'AT LEBANON, ALONG SOUTH STREET, 0.05 MILE SOUTH ALONG STATE
 JB1341'HIGHWAY 4 FROM THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD,
 JB1341'THENCE 0.3 MILE EAST ALONG SOUTH STREET, ABOUT 0.1 MILE EAST
 JB1341'OF THE JUNCTION OF SOUTH AND HERMANN STREET, IN THE YARD FOR A
 JB1341'ONE STORY FRAME HOUSE, 49 1/2 FEET SOUTH OF THE CENTER LINE OF
 JB1341'SOUTH STREET, 50.8 FEET WEST OF THE NORTHWEST CORNER OF THE
 JB1341'NORTH WING OF THE HOUSE, 17 FEET NORTHWEST OF THE NORTHWEST
 JB1341'CORNER OF A GARAGE, 14 FEET FROM A FENCE LINE, 2 FEET NORTH OF
 JB1341'A WOODEN WITNESS POST, ABOUT LEVEL WITH THE STREET AND SET IN THE
 JB1341'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 JB1341'GROUND.  SEC 30, T 2 N, R 6 W.
 JB1341
 JB1341                          STATION RECOVERY (1987)
 JB1341
 JB1341'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1341'MARK NOT FOUND.
 JB1341
 JB1341                          STATION RECOVERY (1996)
 JB1341
 JB1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 JB1341'THE STATION WAS SEARCHED FOR AND NOT RECOVERED BY THE FIELD PARTY
 JB1341'DURING JUNE 1996.THE HOUSE, GARAGE AND FENCE LINE MENTIONED IN THE
 JB1341'STATION DESCRIPTION ARE NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0902 ***********************************************************************
 JB0902  DESIGNATION -  M 152
 JB0902  PID         -  JB0902
 JB0902  STATE/COUNTY-  IL/CLINTON
 JB0902  USGS QUAD   -  BECKEMEYER (1969)
 JB0902
 JB0902                         *CURRENT SURVEY CONTROL
 JB0902  ___________________________________________________________________
 JB0902* NAD 83(1986)-  38 36 18.     (N)    089 27 36.     (W)     SCALED    
 JB0902* NAVD 88     -       131.853  (meters)     432.59   (feet)  ADJUSTED  
 JB0902  ___________________________________________________________________
 JB0902  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JB0902  DYNAMIC HT  -         131.770 (meters)     432.32  (feet)  COMP
 JB0902  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 JB0902
 JB0902  VERT ORDER  -  FIRST     CLASS I
 JB0902
 JB0902.The horizontal coordinates were scaled from a topographic map and have
 JB0902.an estimated accuracy of +/- 6 seconds.
 JB0902
 JB0902.The orthometric height was determined by differential leveling
 JB0902.and adjusted by the National Geodetic Survey in June 1991..
 JB0902
 JB0902.The geoid height was determined by GEOID03.
 JB0902
 JB0902.The dynamic height is computed by dividing the NAVD 88
 JB0902.geopotential number by the normal gravity value computed on the
 JB0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0902.degrees latitude (g = 980.6199 gals.).
 JB0902
 JB0902.The modeled gravity was interpolated from observed gravity values.
 JB0902
 JB0902;                    North         East    Units  Estimated Accuracy
 JB0902;SPC IL W     -   215,360.      761,550.      MT  (+/- 180 meters Scaled)
 JB0902
 JB0902                          SUPERSEDED SURVEY CONTROL
 JB0902
 JB0902  NGVD 29 (??/??/92)  131.970  (m)          432.97   (f) ADJ UNCH    1 1
 JB0902
 JB0902.Superseded values are not recommended for survey control.
 JB0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0902.See file dsdata.txt to determine how the superseded data were derived.
 JB0902
 JB0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH857758(NAD 83)
 JB0902_MARKER: DB = BENCH MARK DISK
 JB0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0902_SP_SET: BRIDGE
 JB0902_STAMPING: M 152 1949
 JB0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0902
 JB0902  HISTORY     - Date     Condition        Report By
 JB0902  HISTORY     - 1949     MONUMENTED       CGS
 JB0902  HISTORY     - 1969     GOOD             NGS
 JB0902
 JB0902                          STATION DESCRIPTION
 JB0902
 JB0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0902'4.7 MI W FROM CARLYLE.
 JB0902'ABOUT 4.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0902'THE CROSSING OF STATE HIGHWAY 127 AT CARLYLE, ABOUT 0.3 MILE
 JB0902'EAST OF THE CROSSING OF A NARROW BLACK TOP ROAD, SET ON THE TOP
 JB0902'OF THE NORTH END OF THE WEST BRIDGE SEAT FOR THE RAILROAD BRIDGE
 JB0902'OVER BEAVER CREEK, 13.5 FEET NORTH OF THE NORTH RAIL AND 6 FEET
 JB0902'BELOW THE LEVEL OF THE TRACK.  SEC 20, T 2 N, R 3 W.  MARK MAY
 JB0902'BE REACHED BY GOING 3.7 MILES EAST ALONG THE B AND O RAILROAD
 JB0902'FROM THE STATION AT BREEZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0057 ***********************************************************************
 JB0057  DESIGNATION -  M 153
 JB0057  PID         -  JB0057
 JB0057  STATE/COUNTY-  IL/RICHLAND
 JB0057  USGS QUAD   -  OLNEY (1971)
 JB0057
 JB0057                         *CURRENT SURVEY CONTROL
 JB0057  ___________________________________________________________________
 JB0057* NAD 83(1986)-  38 43 55.     (N)    088 02 35.     (W)     SCALED    
 JB0057* NAVD 88     -       160.358  (meters)     526.11   (feet)  ADJUSTED  
 JB0057  ___________________________________________________________________
 JB0057  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JB0057  DYNAMIC HT  -         160.260 (meters)     525.79  (feet)  COMP
 JB0057  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 JB0057
 JB0057  VERT ORDER  -  FIRST     CLASS II
 JB0057
 JB0057.The horizontal coordinates were scaled from a topographic map and have
 JB0057.an estimated accuracy of +/- 6 seconds.
 JB0057
 JB0057.The orthometric height was determined by differential leveling
 JB0057.and adjusted by the National Geodetic Survey in June 1991..
 JB0057
 JB0057.The geoid height was determined by GEOID03.
 JB0057
 JB0057.The dynamic height is computed by dividing the NAVD 88
 JB0057.geopotential number by the normal gravity value computed on the
 JB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0057.degrees latitude (g = 980.6199 gals.).
 JB0057
 JB0057.The modeled gravity was interpolated from observed gravity values.
 JB0057
 JB0057;                    North         East    Units  Estimated Accuracy
 JB0057;SPC IL E     -   229,260.      325,240.      MT  (+/- 180 meters Scaled)
 JB0057
 JB0057                          SUPERSEDED SURVEY CONTROL
 JB0057
 JB0057  NGVD 29 (??/??/92)  160.462  (m)          526.45   (f) ADJ UNCH    1 2
 JB0057
 JB0057.Superseded values are not recommended for survey control.
 JB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0057.See file dsdata.txt to determine how the superseded data were derived.
 JB0057
 JB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH093875(NAD 83)
 JB0057_MARKER: DB = BENCH MARK DISK
 JB0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0057_STAMPING: M 153 1949
 JB0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0057+STABILITY: SURFACE MOTION
 JB0057
 JB0057  HISTORY     - Date     Condition        Report By
 JB0057  HISTORY     - 1949     MONUMENTED       CGS
 JB0057  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0057
 JB0057                          STATION DESCRIPTION
 JB0057
 JB0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0057'AT OLNEY.
 JB0057'AT OLNEY, AT ULRICH AIRPORT, ABOUT 2.4 MILES EAST ALONG HIGHWAY
 JB0057'50 FROM THE COURTHOUSE AT OLNEY, ON THE NORTH SIDE, ABOUT 1 FOOT
 JB0057'NORTH OF THE NORTHWEST CORNER OF THE SOUTHEAST HANGAR, 139 FEET
 JB0057'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK
 JB0057'HANGAR, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 JB0057'WITH THE GROUND AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JB0057'1 INCH.
 JB0057
 JB0057                          STATION RECOVERY (1986)
 JB0057
 JB0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0057'THERE IS NO LONGER AN AIRPORT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0860 ***********************************************************************
 JB0860  DESIGNATION -  M 154
 JB0860  PID         -  JB0860
 JB0860  STATE/COUNTY-  IL/MARION
 JB0860  USGS QUAD   -  CENTRALIA EAST (1981)
 JB0860
 JB0860                         *CURRENT SURVEY CONTROL
 JB0860  ___________________________________________________________________
 JB0860* NAD 83(1986)-  38 36 49.     (N)    089 06 37.     (W)     SCALED    
 JB0860* NAVD 88     -       154.476  (meters)     506.81   (feet)  ADJUSTED  
 JB0860  ___________________________________________________________________
 JB0860  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JB0860  DYNAMIC HT  -         154.379 (meters)     506.49  (feet)  COMP
 JB0860  MODELED GRAV-     979,995.7   (mgal)                       NAVD 88
 JB0860
 JB0860  VERT ORDER  -  FIRST     CLASS II
 JB0860
 JB0860.The horizontal coordinates were scaled from a topographic map and have
 JB0860.an estimated accuracy of +/- 6 seconds.
 JB0860
 JB0860.The orthometric height was determined by differential leveling
 JB0860.and adjusted by the National Geodetic Survey in June 1991..
 JB0860
 JB0860.The geoid height was determined by GEOID03.
 JB0860
 JB0860.The dynamic height is computed by dividing the NAVD 88
 JB0860.geopotential number by the normal gravity value computed on the
 JB0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0860.degrees latitude (g = 980.6199 gals.).
 JB0860
 JB0860.The modeled gravity was interpolated from observed gravity values.
 JB0860
 JB0860;                    North         East    Units  Estimated Accuracy
 JB0860;SPC IL E     -   216,370.      232,330.      MT  (+/- 180 meters Scaled)
 JB0860
 JB0860                          SUPERSEDED SURVEY CONTROL
 JB0860
 JB0860  NGVD 29 (??/??/92)  154.613  (m)          507.26   (f) ADJ UNCH    1 2
 JB0860
 JB0860.Superseded values are not recommended for survey control.
 JB0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0860.See file dsdata.txt to determine how the superseded data were derived.
 JB0860
 JB0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH162760(NAD 83)
 JB0860_MARKER: DB = BENCH MARK DISK
 JB0860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JB0860_SP_SET: HEADWALL
 JB0860_STAMPING: M 154 1949
 JB0860_MARK LOGO: CGS   
 JB0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0860+STABILITY: SURFACE MOTION
 JB0860
 JB0860  HISTORY     - Date     Condition        Report By
 JB0860  HISTORY     - 1949     MONUMENTED       CGS
 JB0860  HISTORY     - 1986     GOOD             NGS
 JB0860
 JB0860                          STATION DESCRIPTION
 JB0860
 JB0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0860'0.8 MI E FROM SANDOVAL.
 JB0860'0.85 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JB0860'STATION AT SANDOVAL, ABOUT 0.25 MILE EAST OF THE CROSSING OF
 JB0860'HIGHWAY 51, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 JB0860'OF CONCRETE CULVERT UNDER THE TRACK, 7.3 FEET SOUTH-SOUTHWEST
 JB0860'OF A SPUR LINE SWITCH TO SANDOVAL ZINC COMPANY, AT TELEPHONE POLE
 JB0860'276/28 AND ABOUT 1.5 FEET BELOW THE LEVEL OF THE TRACK.
 JB0860
 JB0860                          STATION RECOVERY (1986)
 JB0860
 JB0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0860'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--0.7 KM (0.45 MI)
 JB0860'SOUTH ALONG U.S. HIGHWAY 51 FROM ITS NORTH JUNCTION WITH U.S. HIGHWAY
 JB0860'50 IN SANDOVAL, THENCE 0.4 KM (0.25 MI) EAST ALONG THE CHESSIE SYSTEM
 JB0860'RAILROAD.  CHANGE--7.3 FT SOUTH-SOUTHWEST OF A SPUR LINE SWITCH TO
 JB0860'20.0 M (65.6 FT) EAST OF A SPUR LINE SWITCH, AND 1.5 FT BELOW THE
 JB0860'LEVEL TO 0.9 M (3.0 FT) BELOW THE LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0589 ***********************************************************************
 JB0589  DESIGNATION -  M 155
 JB0589  PID         -  JB0589
 JB0589  STATE/COUNTY-  IL/CLAY
 JB0589  USGS QUAD   -  XENIA NE (1979)
 JB0589
 JB0589                         *CURRENT SURVEY CONTROL
 JB0589  ___________________________________________________________________
 JB0589* NAD 83(1986)-  38 38 23.     (N)    088 36 08.     (W)     SCALED    
 JB0589* NAVD 88     -       158.192  (meters)     519.00   (feet)  ADJUSTED  
 JB0589  ___________________________________________________________________
 JB0589  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JB0589  DYNAMIC HT  -         158.093 (meters)     518.68  (feet)  COMP
 JB0589  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 JB0589
 JB0589  VERT ORDER  -  FIRST     CLASS II
 JB0589
 JB0589.The horizontal coordinates were scaled from a topographic map and have
 JB0589.an estimated accuracy of +/- 6 seconds.
 JB0589
 JB0589.The orthometric height was determined by differential leveling
 JB0589.and adjusted by the National Geodetic Survey in June 1991..
 JB0589
 JB0589.The geoid height was determined by GEOID03.
 JB0589
 JB0589.The dynamic height is computed by dividing the NAVD 88
 JB0589.geopotential number by the normal gravity value computed on the
 JB0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0589.degrees latitude (g = 980.6199 gals.).
 JB0589
 JB0589.The modeled gravity was interpolated from observed gravity values.
 JB0589
 JB0589;                    North         East    Units  Estimated Accuracy
 JB0589;SPC IL E     -   219,020.      276,590.      MT  (+/- 180 meters Scaled)
 JB0589
 JB0589                          SUPERSEDED SURVEY CONTROL
 JB0589
 JB0589  NGVD 29 (??/??/92)  158.302  (m)          519.36   (f) ADJ UNCH    1 2
 JB0589
 JB0589.Superseded values are not recommended for survey control.
 JB0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0589.See file dsdata.txt to determine how the superseded data were derived.
 JB0589
 JB0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH605780(NAD 83)
 JB0589_MARKER: DB = BENCH MARK DISK
 JB0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0589_SP_SET: CONCRETE POST
 JB0589_STAMPING: M 155 1949
 JB0589_MARK LOGO: CGS   
 JB0589_PROJECTION: PROJECTING 15 CENTIMETERS
 JB0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0589+STABILITY: SURFACE MOTION
 JB0589
 JB0589  HISTORY     - Date     Condition        Report By
 JB0589  HISTORY     - 1949     MONUMENTED       CGS
 JB0589  HISTORY     - 1986     GOOD             NGS
 JB0589
 JB0589                          STATION DESCRIPTION
 JB0589
 JB0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JB0589'1.8 MI E FROM XENIA.
 JB0589'ABOUT 1.85 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JB0589'THE STATION AT XENIA, AT MILE POST C 249, IN THE SOUTHEAST
 JB0589'QUARTER OF A ROAD CROSSING, 70 FEET SOUTHWEST OF MILE POLE
 JB0589'248/41 (FIRST POLE EAST OF ROAD CROSSING), 53 FEET EAST OF THE
 JB0589'CENTER LINE OF THE ROAD, 49 FEET SOUTH OF THE SOUTH RAIL, 35 FEET
 JB0589'SOUTHEAST OF MILE POST C 249, 2 FEET WEST OF A WHITE WOODEN
 JB0589'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK AND
 JB0589'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JB0589
 JB0589                          STATION RECOVERY (1986)
 JB0589
 JB0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0589'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JB0589'NEW DECRIPTION FOLLOWS.  10.5 KM (6.5 MI) WESTERLY ALONG OLD U.S.
 JB0589'HIGHWAY 50 FROM ITS JUNCTION WITH STATE STREET IN FLORA, THENCE 0.9 KM
 JB0589'(0.55 MI) SOUTH ALONG COUNTY ROAD 500 E, 16.2 M (53.1 FT) EAST OF THE
 JB0589'CENTER OF THE ROAD, AND 15.0 M (49.2 FT) SOUTH OF THE NEAR RAIL OF THE
 JB0589'CHESSIE SYSTEM RAILROAD.
 JB0589'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JB0589'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0849 ***********************************************************************
 HB0849  DESIGNATION -  M 156
 HB0849  PID         -  HB0849
 HB0849  STATE/COUNTY-  IL/ALEXANDER
 HB0849  USGS QUAD   -  CAIRO (1993)
 HB0849
 HB0849                         *CURRENT SURVEY CONTROL
 HB0849  ___________________________________________________________________
 HB0849* NAD 83(1986)-  37 03 32.     (N)    089 13 35.     (W)     SCALED    
 HB0849* NAVD 88     -        96.669  (meters)     317.15   (feet)  ADJUSTED  
 HB0849  ___________________________________________________________________
 HB0849  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HB0849  DYNAMIC HT  -          96.598 (meters)     316.92  (feet)  COMP
 HB0849  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 HB0849
 HB0849  VERT ORDER  -  FIRST     CLASS II
 HB0849
 HB0849.The horizontal coordinates were scaled from a topographic map and have
 HB0849.an estimated accuracy of +/- 6 seconds.
 HB0849
 HB0849.The orthometric height was determined by differential leveling
 HB0849.and adjusted by the National Geodetic Survey in June 1991..
 HB0849
 HB0849.The geoid height was determined by GEOID03.
 HB0849
 HB0849.The dynamic height is computed by dividing the NAVD 88
 HB0849.geopotential number by the normal gravity value computed on the
 HB0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0849.degrees latitude (g = 980.6199 gals.).
 HB0849
 HB0849.The modeled gravity was interpolated from observed gravity values.
 HB0849
 HB0849;                    North         East    Units  Estimated Accuracy
 HB0849;SPC IL W     -    43,940.      783,630.      MT  (+/- 180 meters Scaled)
 HB0849
 HB0849                          SUPERSEDED SURVEY CONTROL
 HB0849
 HB0849  NGVD 29 (??/??/??)   96.562  (m)          316.80   (f) ADJUSTED    1 2
 HB0849
 HB0849.Superseded values are not recommended for survey control.
 HB0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0849.See file dsdata.txt to determine how the superseded data were derived.
 HB0849
 HB0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG020037(NAD 83)
 HB0849_MARKER: DB = BENCH MARK DISK
 HB0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0849_STAMPING: M 156 1954
 HB0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0849+STABILITY: SURFACE MOTION
 HB0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0849+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 HB0849
 HB0849  HISTORY     - Date     Condition        Report By
 HB0849  HISTORY     - 1954     MONUMENTED       CGS
 HB0849  HISTORY     - 1969     GOOD             CGS
 HB0849  HISTORY     - 20020830 GOOD             USACE
 HB0849
 HB0849                          STATION DESCRIPTION
 HB0849
 HB0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0849'5.6 MI NW FROM CAIRO.
 HB0849'ABOUT 2.9 MILES NORTH ALONG U.S. HIGHWAY 51 FROM THE POST OFFICE
 HB0849'AND COURTHOUSE AT CAIRO, THENCE 2.75 MILES NORTHWEST ALONG STATE
 HB0849'HIGHWAY 3, 56 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 HB0849'156 FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD WHICH IS
 HB0849'THE ENTRANCE TO THE CAIRO MUNICIPAL AIRPORT, 7 1/2 FEET SOUTHWEST
 HB0849'OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, ABOUT 1 FOOT
 HB0849'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 HB0849'POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SEC 4,
 HB0849'T 17 S, R 1 W.
 HB0849
 HB0849                          STATION RECOVERY (2002)
 HB0849
 HB0849'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0812 ***********************************************************************
 HB0812  DESIGNATION -  M 157
 HB0812  PID         -  HB0812
 HB0812  STATE/COUNTY-  IL/PULASKI
 HB0812  USGS QUAD   -  DONGOLA (1996)
 HB0812
 HB0812                         *CURRENT SURVEY CONTROL
 HB0812  ___________________________________________________________________
 HB0812* NAD 83(1986)-  37 18 57.     (N)    089 09 45.     (W)     SCALED    
 HB0812* NAVD 88     -       107.308  (meters)     352.06   (feet)  ADJUSTED  
 HB0812  ___________________________________________________________________
 HB0812  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HB0812  DYNAMIC HT  -         107.232 (meters)     351.81  (feet)  COMP
 HB0812  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 HB0812
 HB0812  VERT ORDER  -  FIRST     CLASS I
 HB0812
 HB0812.The horizontal coordinates were scaled from a topographic map and have
 HB0812.an estimated accuracy of +/- 6 seconds.
 HB0812
 HB0812.The orthometric height was determined by differential leveling
 HB0812.and adjusted by the National Geodetic Survey in June 1991..
 HB0812
 HB0812.The geoid height was determined by GEOID03.
 HB0812
 HB0812.The dynamic height is computed by dividing the NAVD 88
 HB0812.geopotential number by the normal gravity value computed on the
 HB0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0812.degrees latitude (g = 980.6199 gals.).
 HB0812
 HB0812.The modeled gravity was interpolated from observed gravity values.
 HB0812
 HB0812;                    North         East    Units  Estimated Accuracy
 HB0812;SPC IL W     -    72,510.      789,010.      MT  (+/- 180 meters Scaled)
 HB0812
 HB0812                          SUPERSEDED SURVEY CONTROL
 HB0812
 HB0812  NGVD 29 (??/??/??)  107.272  (m)          351.94   (f) ADJUSTED    1 1
 HB0812
 HB0812.Superseded values are not recommended for survey control.
 HB0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0812.See file dsdata.txt to determine how the superseded data were derived.
 HB0812
 HB0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG083321(NAD 83)
 HB0812_MARKER: DB = BENCH MARK DISK
 HB0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HB0812_SP_SET: CULVERT
 HB0812_STAMPING: M 157 1954
 HB0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HB0812
 HB0812  HISTORY     - Date     Condition        Report By
 HB0812  HISTORY     - 1954     MONUMENTED       CGS
 HB0812  HISTORY     - 1969     GOOD             CGS
 HB0812  HISTORY     - 1976     GOOD             ILDT
 HB0812  HISTORY     - 1976     GOOD             ILDT
 HB0812  HISTORY     - 1976     GOOD             ILDT
 HB0812  HISTORY     - 20020827 MARK NOT FOUND   USACE
 HB0812
 HB0812                          STATION DESCRIPTION
 HB0812
 HB0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0812'3.2 MI N FROM ULLIN.
 HB0812'ABOUT 3.15 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0812'THE POST OFFICE AT ULLIN, 0.5 MILE SOUTH OF MILEPOST 341, 0.55
 HB0812'MILE SOUTH OF A CROSSING OF THE RAILROAD AND A PAVED ROAD AT
 HB0812'THE COMMUNITY OF WETAUG, 199 FEET EAST AND ACROSS U.S. HIGHWAY
 HB0812'51 FROM THE EAST RAIL OF THE EAST TRACK, 75 1/2 FEET EAST OF
 HB0812'THE CENTER LINE OF THE HIGHWAY, 16 FEET SOUTH OF THE CENTER
 HB0812'LINE OF A PAVED ROAD WHICH LEADS EAST TO PERKS, SET IN THE
 HB0812'CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL OF A 6-FOOT
 HB0812'CONCRETE CULVERT, 53 FEET WEST OF POWER POLE NUMBER 286 WHICH
 HB0812'IS BRACED BY 4 GUY WIRES, 12.8 FEET WEST OF THE WEST END OF THE
 HB0812'SOUTH CONCRETE HEADWALL OF A DOUBLE-CHANNEL CONCRETE CULVERT,
 HB0812'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE PAVED ROAD AND ABOUT
 HB0812'3 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 12, T14S, R1W.
 HB0812
 HB0812                          STATION RECOVERY (1976)
 HB0812
 HB0812'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0812'RECOVERED IN GOOD CONDITION.
 HB0812
 HB0812                          STATION RECOVERY (1976)
 HB0812
 HB0812'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0812'RECOVERED IN GOOD CONDITION.
 HB0812
 HB0812                          STATION RECOVERY (1976)
 HB0812
 HB0812'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0812'RECOVERED IN GOOD CONDITION.
 HB0812
 HB0812                          STATION RECOVERY (2002)
 HB0812
 HB0812'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0812'DOUBLE CHANNEL CONCRETE CULVERT EXISTS, HOWEVER NO SIGN OF 6 FT
 HB0812'CONCRETE CULVERT 12.8 FT WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0652 ***********************************************************************
 HB0652  DESIGNATION -  M 158
 HB0652  PID         -  HB0652
 HB0652  STATE/COUNTY-  IL/JACKSON
 HB0652  USGS QUAD   -  CARBONDALE (1996)
 HB0652
 HB0652                         *CURRENT SURVEY CONTROL
 HB0652  ___________________________________________________________________
 HB0652* NAD 83(1986)-  37 40 15.     (N)    089 12 46.     (W)     SCALED    
 HB0652* NAVD 88     -       124.489  (meters)     408.43   (feet)  ADJUSTED  
 HB0652  ___________________________________________________________________
 HB0652  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HB0652  DYNAMIC HT  -         124.402 (meters)     408.14  (feet)  COMP
 HB0652  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 HB0652
 HB0652  VERT ORDER  -  FIRST     CLASS I
 HB0652
 HB0652.The horizontal coordinates were scaled from a topographic map and have
 HB0652.an estimated accuracy of +/- 6 seconds.
 HB0652
 HB0652.The orthometric height was determined by differential leveling
 HB0652.and adjusted by the National Geodetic Survey in June 1991..
 HB0652
 HB0652.The geoid height was determined by GEOID03.
 HB0652
 HB0652.The dynamic height is computed by dividing the NAVD 88
 HB0652.geopotential number by the normal gravity value computed on the
 HB0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0652.degrees latitude (g = 980.6199 gals.).
 HB0652
 HB0652.The modeled gravity was interpolated from observed gravity values.
 HB0652
 HB0652;                    North         East    Units  Estimated Accuracy
 HB0652;SPC IL W     -   111,870.      784,150.      MT  (+/- 180 meters Scaled)
 HB0652
 HB0652                          SUPERSEDED SURVEY CONTROL
 HB0652
 HB0652  NGVD 29 (??/??/??)  124.554  (m)          408.64   (f) ADJUSTED    1 1
 HB0652
 HB0652.Superseded values are not recommended for survey control.
 HB0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0652.See file dsdata.txt to determine how the superseded data were derived.
 HB0652
 HB0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG048715(NAD 83)
 HB0652_MARKER: DB = BENCH MARK DISK
 HB0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0652_STAMPING: M 158 1954
 HB0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0652+STABILITY: SURFACE MOTION
 HB0652
 HB0652  HISTORY     - Date     Condition        Report By
 HB0652  HISTORY     - 1954     MONUMENTED       CGS
 HB0652  HISTORY     - 1969     GOOD             CGS
 HB0652  HISTORY     - 1976     GOOD             ILDT
 HB0652  HISTORY     - 1976     GOOD             ILDT
 HB0652  HISTORY     - 1976     GOOD             ILDT
 HB0652
 HB0652                          STATION DESCRIPTION
 HB0652
 HB0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0652'3.9 MI S FROM CARBONDALE.
 HB0652'ABOUT 3.9 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0652'THE STATION AT CARBONDALE, 76 1/2 FEET NORTHWEST OF MILEPOST
 HB0652'312, 58 1/2 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE
 HB0652'RAILROAD AND A PAVED ROAD, 46 FEET WEST OF THE WEST RAIL OF THE
 HB0652'WEST TRACK, 33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 1/2
 HB0652'FEET EAST AND ACROSS A PRIVATE DRIVEWAY FROM A POWER POLE, 17 1/2
 HB0652'FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 3 FEET SOUTHEAST
 HB0652'OF A POWER POLE, 1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT
 HB0652'3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 HB0652'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 HB0652'GROUND.  SEC 9, T 10 S, R 1 W.
 HB0652
 HB0652                          STATION RECOVERY (1976)
 HB0652
 HB0652'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0652'RECOVERED IN GOOD CONDITION.
 HB0652
 HB0652                          STATION RECOVERY (1976)
 HB0652
 HB0652'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0652'RECOVERED IN GOOD CONDITION.
 HB0652
 HB0652                          STATION RECOVERY (1976)
 HB0652
 HB0652'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1976
 HB0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0599 ***********************************************************************
 HB0599  DESIGNATION -  M 159
 HB0599  PID         -  HB0599
 HB0599  STATE/COUNTY-  IL/PERRY
 HB0599  USGS QUAD   -  ELKVILLE (1978)
 HB0599
 HB0599                         *CURRENT SURVEY CONTROL
 HB0599  ___________________________________________________________________
 HB0599* NAD 83(1986)-  37 57 36.     (N)    089 14 15.     (W)     SCALED    
 HB0599* NAVD 88     -       126.943  (meters)     416.48   (feet)  ADJUSTED  
 HB0599  ___________________________________________________________________
 HB0599  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HB0599  DYNAMIC HT  -         126.859 (meters)     416.20  (feet)  COMP
 HB0599  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 HB0599
 HB0599  VERT ORDER  -  FIRST     CLASS I
 HB0599
 HB0599.The horizontal coordinates were scaled from a topographic map and have
 HB0599.an estimated accuracy of +/- 6 seconds.
 HB0599
 HB0599.The orthometric height was determined by differential leveling
 HB0599.and adjusted by the National Geodetic Survey in June 1991..
 HB0599.WARNING-Repeat measurements at this control monument indicate possible
 HB0599.vertical movement.
 HB0599
 HB0599.The geoid height was determined by GEOID03.
 HB0599
 HB0599.The dynamic height is computed by dividing the NAVD 88
 HB0599.geopotential number by the normal gravity value computed on the
 HB0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0599.degrees latitude (g = 980.6199 gals.).
 HB0599
 HB0599.The modeled gravity was interpolated from observed gravity values.
 HB0599
 HB0599;                    North         East    Units  Estimated Accuracy
 HB0599;SPC IL W     -   143,940.      781,650.      MT  (+/- 180 meters Scaled)
 HB0599
 HB0599                          SUPERSEDED SURVEY CONTROL
 HB0599
 HB0599  NGVD 29 (??/??/??)  127.040  (m)          416.80   (f) ADJUSTED    1 1
 HB0599
 HB0599.Superseded values are not recommended for survey control.
 HB0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0599.See file dsdata.txt to determine how the superseded data were derived.
 HB0599
 HB0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH034037(NAD 83)
 HB0599_MARKER: DB = BENCH MARK DISK
 HB0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0599_STAMPING: M 159 1954
 HB0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0599+STABILITY: SURFACE MOTION
 HB0599
 HB0599  HISTORY     - Date     Condition        Report By
 HB0599  HISTORY     - 1954     MONUMENTED       CGS
 HB0599  HISTORY     - 1969     GOOD             CGS
 HB0599
 HB0599                          STATION DESCRIPTION
 HB0599
 HB0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0599'3.5 MI S FROM DU QUOIN.
 HB0599'ABOUT 3.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0599'THE STATION AT DU QUOIN, 122 1/2 FEET EAST AND ACROSS THE TRACK
 HB0599'FROM MILEPOST 292, 95 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 HB0599'87 FEET NORTHEAST OF A TELEPHONE POLE, 65 1/2 FEET SOUTHEAST OF
 HB0599'TELEPHONE POLE NUMBER K 23, 6 FEET NORTH OF A 28-INCH ELM TREE,
 HB0599'1.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW
 HB0599'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HB0599'WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  1/4,
 HB0599'SEC 32, T6S, R1W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1052 ***********************************************************************
 JB1052  DESIGNATION -  M 160
 JB1052  PID         -  JB1052
 JB1052  STATE/COUNTY-  IL/WASHINGTON
 JB1052  USGS QUAD   -  ASHLEY (1974)
 JB1052
 JB1052                         *CURRENT SURVEY CONTROL
 JB1052  ___________________________________________________________________
 JB1052* NAD 83(1986)-  38 16 13.     (N)    089 12 04.     (W)     SCALED    
 JB1052* NAVD 88     -       160.002  (meters)     524.94   (feet)  ADJUSTED  
 JB1052  ___________________________________________________________________
 JB1052  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 JB1052  DYNAMIC HT  -         159.899 (meters)     524.60  (feet)  COMP
 JB1052  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 JB1052
 JB1052  VERT ORDER  -  FIRST     CLASS I
 JB1052
 JB1052.The horizontal coordinates were scaled from a topographic map and have
 JB1052.an estimated accuracy of +/- 6 seconds.
 JB1052
 JB1052.The orthometric height was determined by differential leveling
 JB1052.and adjusted by the National Geodetic Survey in June 1991..
 JB1052.WARNING-Repeat measurements at this control monument indicate possible
 JB1052.vertical movement.
 JB1052
 JB1052.The geoid height was determined by GEOID03.
 JB1052
 JB1052.The dynamic height is computed by dividing the NAVD 88
 JB1052.geopotential number by the normal gravity value computed on the
 JB1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1052.degrees latitude (g = 980.6199 gals.).
 JB1052
 JB1052.The modeled gravity was interpolated from observed gravity values.
 JB1052
 JB1052;                    North         East    Units  Estimated Accuracy
 JB1052;SPC IL W     -   178,410.      784,490.      MT  (+/- 180 meters Scaled)
 JB1052
 JB1052                          SUPERSEDED SURVEY CONTROL
 JB1052
 JB1052  NGVD 29 (??/??/92)  160.110  (m)          525.29   (f) ADJ UNCH    1 1
 JB1052
 JB1052.Superseded values are not recommended for survey control.
 JB1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1052.See file dsdata.txt to determine how the superseded data were derived.
 JB1052
 JB1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH074380(NAD 83)
 JB1052_MARKER: DB = BENCH MARK DISK
 JB1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1052_STAMPING: M 160 1954
 JB1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1052+STABILITY: SURFACE MOTION
 JB1052
 JB1052  HISTORY     - Date     Condition        Report By
 JB1052  HISTORY     - 1954     MONUMENTED       CGS
 JB1052  HISTORY     - 1969     GOOD             NGS
 JB1052
 JB1052                          STATION DESCRIPTION
 JB1052
 JB1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1052'4.2 MI S FROM ASHLEY.
 JB1052'ABOUT 4.15 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB1052'THE STATION AT ASHLEY, 0.75 MILE SOUTH OF THE COMMUNITY OF RADOM,
 JB1052'0.45 MILE SOUTH OF MILEPOST 270, 0.15 MILE SOUTH OF THE
 JB1052'SOUTHWEST CORNER OF THE ST. MICHAEL CEMETERY, 96 1/2 FEET EAST
 JB1052'OF THE EAST RAIL OF THE EAST SET OF MAIN TRACKS, 85 FEET
 JB1052'NORTHEAST OF A TELEPHONE POLE, 82 FEET SOUTHEAST OF A TELEPHONE
 JB1052'POLE, 17 FEET NORTH OF A 3-FORKED OAK TREE, 1 1/2 FEET WEST OF
 JB1052'A FENCE, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 JB1052'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JB1052'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 16, T3S,
 JB1052'R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1286 ***********************************************************************
 LC1286  DESIGNATION -  M 161
 LC1286  PID         -  LC1286
 LC1286  STATE/COUNTY-  IL/TAZEWELL
 LC1286  USGS QUAD   -  PEKIN (1996)
 LC1286
 LC1286                         *CURRENT SURVEY CONTROL
 LC1286  ___________________________________________________________________
 LC1286* NAD 83(1986)-  40 34 11.     (N)    089 38 22.     (W)     SCALED    
 LC1286* NAVD 88     -       152.824  (meters)     501.39   (feet)  ADJUSTED  
 LC1286  ___________________________________________________________________
 LC1286  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LC1286  DYNAMIC HT  -         152.752 (meters)     501.15  (feet)  COMP
 LC1286  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 LC1286
 LC1286  VERT ORDER  -  FIRST     CLASS II
 LC1286
 LC1286.The horizontal coordinates were scaled from a topographic map and have
 LC1286.an estimated accuracy of +/- 6 seconds.
 LC1286
 LC1286.The orthometric height was determined by differential leveling
 LC1286.and adjusted by the National Geodetic Survey in June 1991..
 LC1286
 LC1286.The geoid height was determined by GEOID03.
 LC1286
 LC1286.The dynamic height is computed by dividing the NAVD 88
 LC1286.geopotential number by the normal gravity value computed on the
 LC1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1286.degrees latitude (g = 980.6199 gals.).
 LC1286
 LC1286.The modeled gravity was interpolated from observed gravity values.
 LC1286
 LC1286;                    North         East    Units  Estimated Accuracy
 LC1286;SPC IL W     -   433,380.      744,640.      MT  (+/- 180 meters Scaled)
 LC1286
 LC1286                          SUPERSEDED SURVEY CONTROL
 LC1286
 LC1286  NGVD 29 (??/??/92)  152.929  (m)          501.73   (f) ADJ UNCH    1 2
 LC1286
 LC1286.Superseded values are not recommended for survey control.
 LC1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1286.See file dsdata.txt to determine how the superseded data were derived.
 LC1286
 LC1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK765943(NAD 83)
 LC1286_MARKER: DB = BENCH MARK DISK
 LC1286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1286_SP_SET: BUILDING
 LC1286_STAMPING: M 161 1954
 LC1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1286
 LC1286  HISTORY     - Date     Condition        Report By
 LC1286  HISTORY     - 1954     MONUMENTED       CGS
 LC1286  HISTORY     - 1968     GOOD             NGS
 LC1286  HISTORY     - 1975     GOOD             LOCENG
 LC1286  HISTORY     - 20060125 GOOD             GEOCAC
 LC1286
 LC1286                          STATION DESCRIPTION
 LC1286
 LC1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC1286'AT PEKIN.
 LC1286'AT PEKIN, ABOUT 0.5 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD
 LC1286'FROM THE FREIGHT STATION, AT CROSSING OF NINTH STREET, SET VERTICALLY
 LC1286'IN NORTH FACE OF PEKIN HIGH SCHOOL GYMNASIUM, 16 FEET SOUTH OF
 LC1286'SOUTH RAIL OF MAIN TRACK, 98 FEET WEST OF WEST CURB OF NINTH
 LC1286'STREET, 113 FEET WEST-SOUTHWEST OF JUNCTION OF NINTH STREET AND
 LC1286'MARKET STREET, AND ABOUT 3 1/2 FEET ABOVE TRACKS.
 LC1286
 LC1286                          STATION RECOVERY (1968)
 LC1286
 LC1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LC1286'RECOVERED IN GOOD CONDITION.
 LC1286
 LC1286                          STATION RECOVERY (1975)
 LC1286
 LC1286'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LC1286'RECOVERED IN GOOD CONDITION.
 LC1286
 LC1286                          STATION RECOVERY (2006)
 LC1286
 LC1286'RECOVERY NOTE BY GEOCACHING 2006
 LC1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0811 ***********************************************************************
 LC0811  DESIGNATION -  M 162
 LC0811  PID         -  LC0811
 LC0811  STATE/COUNTY-  IL/TAZEWELL
 LC0811  USGS QUAD   -  MACKINAW (1979)
 LC0811
 LC0811                         *CURRENT SURVEY CONTROL
 LC0811  ___________________________________________________________________
 LC0811* NAD 83(1986)-  40 32 07.     (N)    089 19 13.     (W)     SCALED    
 LC0811* NAVD 88     -       233.223  (meters)     765.17   (feet)  ADJUSTED  
 LC0811  ___________________________________________________________________
 LC0811  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC0811  DYNAMIC HT  -         233.112 (meters)     764.80  (feet)  COMP
 LC0811  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LC0811
 LC0811  VERT ORDER  -  FIRST     CLASS II
 LC0811
 LC0811.The horizontal coordinates were scaled from a topographic map and have
 LC0811.an estimated accuracy of +/- 6 seconds.
 LC0811
 LC0811.The orthometric height was determined by differential leveling
 LC0811.and adjusted by the National Geodetic Survey in June 1991..
 LC0811
 LC0811.The geoid height was determined by GEOID03.
 LC0811
 LC0811.The dynamic height is computed by dividing the NAVD 88
 LC0811.geopotential number by the normal gravity value computed on the
 LC0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0811.degrees latitude (g = 980.6199 gals.).
 LC0811
 LC0811.The modeled gravity was interpolated from observed gravity values.
 LC0811
 LC0811;                    North         East    Units  Estimated Accuracy
 LC0811;SPC IL W     -   429,770.      771,710.      MT  (+/- 180 meters Scaled)
 LC0811
 LC0811                          SUPERSEDED SURVEY CONTROL
 LC0811
 LC0811  NGVD 29 (??/??/92)  233.301  (m)          765.42   (f) ADJ UNCH    1 2
 LC0811
 LC0811.Superseded values are not recommended for survey control.
 LC0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0811.See file dsdata.txt to determine how the superseded data were derived.
 LC0811
 LC0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK034897(NAD 83)
 LC0811_MARKER: DB = BENCH MARK DISK
 LC0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0811_STAMPING: M 162 1954
 LC0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0811+STABILITY: SURFACE MOTION
 LC0811
 LC0811  HISTORY     - Date     Condition        Report By
 LC0811  HISTORY     - 1954     MONUMENTED       CGS
 LC0811  HISTORY     - 1959     GOOD             NGS
 LC0811
 LC0811                          STATION DESCRIPTION
 LC0811
 LC0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0811'2.2 MI E FROM MACKINAW.
 LC0811'ABOUT 2.15 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0811'THE STATION AT MACKINAW, AT A NORTH-SOUTH GRAVEL ROAD CROSSING, 44
 LC0811'3/4 FEET NORTH OF NORTH RAIL, 60 FEET NORTHWEST OF CENTER OF CROSSING,
 LC0811'75 FEET NORTH-NORTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 LC0811'184/9, 42 FEET WEST OF CENTER LINE OF ROAD, 2 1/2 FEET SOUTH OF
 LC0811'A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 LC0811'2 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 LC0811'POST PROJECTING 4 INCHES.
 LC0811
 LC0811                          STATION RECOVERY (1959)
 LC0811
 LC0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LC0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0433 ***********************************************************************
 LC0433  DESIGNATION -  M 164
 LC0433  PID         -  LC0433
 LC0433  STATE/COUNTY-  IL/MCLEAN
 LC0433  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC0433
 LC0433                         *CURRENT SURVEY CONTROL
 LC0433  ___________________________________________________________________
 LC0433* NAD 83(1986)-  40 29 16.     (N)    088 55 28.     (W)     SCALED    
 LC0433* NAVD 88     -       261.244  (meters)     857.10   (feet)  ADJUSTED  
 LC0433  ___________________________________________________________________
 LC0433  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0433  DYNAMIC HT  -         261.122 (meters)     856.70  (feet)  COMP
 LC0433  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 LC0433
 LC0433  VERT ORDER  -  FIRST     CLASS II
 LC0433
 LC0433.This mark is at Bloomington/normal Airport (BMI)
 LC0433
 LC0433.The horizontal coordinates were scaled from a topographic map and have
 LC0433.an estimated accuracy of +/- 6 seconds.
 LC0433
 LC0433.The orthometric height was determined by differential leveling
 LC0433.and adjusted by the National Geodetic Survey in June 1991..
 LC0433
 LC0433.The geoid height was determined by GEOID03.
 LC0433
 LC0433.The dynamic height is computed by dividing the NAVD 88
 LC0433.geopotential number by the normal gravity value computed on the
 LC0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0433.degrees latitude (g = 980.6199 gals.).
 LC0433
 LC0433.The modeled gravity was interpolated from observed gravity values.
 LC0433
 LC0433;                    North         East    Units  Estimated Accuracy
 LC0433;SPC IL E     -   424,330.      249,890.      MT  (+/- 180 meters Scaled)
 LC0433
 LC0433                          SUPERSEDED SURVEY CONTROL
 LC0433
 LC0433  NGVD 29 (??/??/92)  261.306  (m)          857.30   (f) ADJ UNCH    1 2
 LC0433
 LC0433.Superseded values are not recommended for survey control.
 LC0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0433.See file dsdata.txt to determine how the superseded data were derived.
 LC0433
 LC0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK369836(NAD 83)
 LC0433_MARKER: DB = BENCH MARK DISK
 LC0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0433_SP_SET: BUILDING
 LC0433_STAMPING: M 164 1954
 LC0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0433
 LC0433  HISTORY     - Date     Condition        Report By
 LC0433  HISTORY     - 1954     MONUMENTED       CGS
 LC0433  HISTORY     - 1969     GOOD             NGS
 LC0433  HISTORY     - 1977     GOOD             NGS
 LC0433  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LC0433
 LC0433                          STATION DESCRIPTION
 LC0433
 LC0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0433'6.7 MI E FROM BLOOMINGTON.
 LC0433'ABOUT 0.65 MILE EAST ALONG E. WASHINGTON STREET FROM THE MCLEAN
 LC0433'COUNTY COURTHOUSE AT BLOOMINGTON, THENCE 1.45 MILES SOUTH ALONG THE
 LC0433'ILLINOIS CENTRAL RAILROAD, THENCE 3.15 MILES NORTHEAST ALONG
 LC0433'U.S. HIGHWAY 66, THENCE 1.5 MILES EAST ALONG STATE HIGHWAY 9,
 LC0433'AT THE BLOOMINGTON-NORMAL AIRPORT, SET VERTICALLY IN THE SOUTH
 LC0433'BRICK FACE AND 1.0 FOOT EAST OF THE SOUTHWEST CORNER OF THE
 LC0433'ADMINISTRATION BUILDING, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 LC0433'SIDEWALK.  SEC 1, T23N, R2E
 LC0433
 LC0433                          STATION RECOVERY (1977)
 LC0433
 LC0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LC0433'RECOVERED IN GOOD CONDITION.
 LC0433
 LC0433                          STATION RECOVERY (1989)
 LC0433
 LC0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (KMS)
 LC0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0406 ***********************************************************************
 LC0406  DESIGNATION -  M 165
 LC0406  PID         -  LC0406
 LC0406  STATE/COUNTY-  IL/DE WITT
 LC0406  USGS QUAD   -  FARMER CITY SOUTH (1979)
 LC0406
 LC0406                         *CURRENT SURVEY CONTROL
 LC0406  ___________________________________________________________________
 LC0406* NAD 83(1986)-  40 14 31.     (N)    088 37 41.     (W)     SCALED    
 LC0406* NAVD 88     -       214.539  (meters)     703.87   (feet)  ADJUSTED  
 LC0406  ___________________________________________________________________
 LC0406  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LC0406  DYNAMIC HT  -         214.435 (meters)     703.53  (feet)  COMP
 LC0406  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 LC0406
 LC0406  VERT ORDER  -  FIRST     CLASS II
 LC0406
 LC0406.The horizontal coordinates were scaled from a topographic map and have
 LC0406.an estimated accuracy of +/- 6 seconds.
 LC0406
 LC0406.The orthometric height was determined by differential leveling
 LC0406.and adjusted by the National Geodetic Survey in June 1991..
 LC0406
 LC0406.The geoid height was determined by GEOID03.
 LC0406
 LC0406.The dynamic height is computed by dividing the NAVD 88
 LC0406.geopotential number by the normal gravity value computed on the
 LC0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0406.degrees latitude (g = 980.6199 gals.).
 LC0406
 LC0406.The modeled gravity was interpolated from observed gravity values.
 LC0406
 LC0406;                    North         East    Units  Estimated Accuracy
 LC0406;SPC IL E     -   396,910.      274,920.      MT  (+/- 180 meters Scaled)
 LC0406
 LC0406                          SUPERSEDED SURVEY CONTROL
 LC0406
 LC0406  NGVD 29 (??/??/92)  214.584  (m)          704.01   (f) ADJ UNCH    1 2
 LC0406
 LC0406.Superseded values are not recommended for survey control.
 LC0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0406.See file dsdata.txt to determine how the superseded data were derived.
 LC0406
 LC0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK615558(NAD 83)
 LC0406_MARKER: DB = BENCH MARK DISK
 LC0406_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LC0406_SP_SET: ABUTMENT
 LC0406_STAMPING: M 165 1954
 LC0406_MARK LOGO: CGS   
 LC0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0406+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 LC0406
 LC0406  HISTORY     - Date     Condition        Report By
 LC0406  HISTORY     - 1954     MONUMENTED       CGS
 LC0406  HISTORY     - 1986     GOOD             NGS
 LC0406  HISTORY     - 20040927 GOOD             ILDT
 LC0406
 LC0406                          STATION DESCRIPTION
 LC0406
 LC0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0406'1.3 MI SE FROM FARMER CITY.
 LC0406'ABOUT 1.3 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LC0406'THE STATION AT FARMER CITY, ABOUT 0.2 MILE EAST OF CROSSING OF
 LC0406'U.S. HIGHWAY 54, IN THE TOP OF THE NORTHWEST CORNER OF EAST
 LC0406'CONCRETE BRIDGE SEAT OF RAILROAD BRIDGE OVER SALT CREEK, 8 FEET
 LC0406'NORTH OF NORTH RAIL AND ABOUT 3 1/2 FEET BELOW LEVEL OF  TRACK.
 LC0406
 LC0406                          STATION RECOVERY (1986)
 LC0406
 LC0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0406'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 LC0406'MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH STATE
 LC0406'HIGHWAY 54 IN FARMER CITY, IN THE NORTHWEST CORNER OF THE NORTHEAST
 LC0406'END OF THE SOUTHEAST CONCRETE ABUTMENT OF A CONRAIL RAILROAD BRIDGE
 LC0406'SPANNING SALT CREEK, 22.9 M (75.1 FT) SOUTHWEST OF THE CENTERLINE OF
 LC0406'THE HIGHWAY, 2.4 M (7.9 FT) NORTHEAST OF THE NEAR RAIL, AND 0.2 M
 LC0406'(0.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 LC0406'THE MARK IS 1.1 M BELOW THE TRACKS.
 LC0406
 LC0406                          STATION RECOVERY (2004)
 LC0406
 LC0406'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (SWR)
 LC0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1511 ***********************************************************************
 ME1511  DESIGNATION -  M 166
 ME1511  PID         -  ME1511
 ME1511  STATE/COUNTY-  IL/KANKAKEE
 ME1511  USGS QUAD   -  MOMENCE (1973)
 ME1511
 ME1511                         *CURRENT SURVEY CONTROL
 ME1511  ___________________________________________________________________
 ME1511* NAD 83(1986)-  41 10 11.     (N)    087 39 55.     (W)     SCALED    
 ME1511* NAVD 88     -       192.412  (meters)     631.27   (feet)  ADJUSTED  
 ME1511  ___________________________________________________________________
 ME1511  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 ME1511  DYNAMIC HT  -         192.332 (meters)     631.01  (feet)  COMP
 ME1511  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 ME1511
 ME1511  VERT ORDER  -  SECOND    CLASS 0
 ME1511
 ME1511.The horizontal coordinates were scaled from a topographic map and have
 ME1511.an estimated accuracy of +/- 6 seconds.
 ME1511
 ME1511.The orthometric height was determined by differential leveling
 ME1511.and adjusted by the National Geodetic Survey in June 1991..
 ME1511
 ME1511.The geoid height was determined by GEOID03.
 ME1511
 ME1511.The dynamic height is computed by dividing the NAVD 88
 ME1511.geopotential number by the normal gravity value computed on the
 ME1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1511.degrees latitude (g = 980.6199 gals.).
 ME1511
 ME1511.The modeled gravity was interpolated from observed gravity values.
 ME1511
 ME1511;                    North         East    Units  Estimated Accuracy
 ME1511;SPC IL E     -   500,110.      356,060.      MT  (+/- 180 meters Scaled)
 ME1511
 ME1511                          SUPERSEDED SURVEY CONTROL
 ME1511
 ME1511  NGVD 29 (??/??/92)  192.504  (m)          631.57   (f) ADJ UNCH    2 0
 ME1511
 ME1511.Superseded values are not recommended for survey control.
 ME1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1511.See file dsdata.txt to determine how the superseded data were derived.
 ME1511
 ME1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL441578(NAD 83)
 ME1511_MARKER: DB = BENCH MARK DISK
 ME1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1511_STAMPING: M 166 1954
 ME1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1511+STABILITY: SURFACE MOTION
 ME1511
 ME1511  HISTORY     - Date     Condition        Report By
 ME1511  HISTORY     - 1954     MONUMENTED       CGS
 ME1511
 ME1511                          STATION DESCRIPTION
 ME1511
 ME1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 ME1511'AT MOMENCE.
 ME1511'AT MOMENCE, ABOUT 0.1 MILE WEST ALONG THE NEW YORK CENTRAL
 ME1511'RAILROAD FROM THE STATION, ABOUT 225 YARDS WEST OF CROSSING OF
 ME1511'TRACK AND STATE HIGHWAY 1 AND 17, NORTH-NORTHWEST AND ACROSS TRACK
 ME1511'FROM TWO (2) CONCRETE SILOS, 67 FEET NORTH OF NORTH RAIL OF NORTH
 ME1511'MAIN TRACK, 16 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 80
 ME1511'FEET WEST OF CENTER LINE OF AN ALLEY LEADING NORTH FROM TRACK, 108
 ME1511'FEET NORTHEAST OF A SWITCH STAND, 77 FEET WEST OF A POWER LINE
 ME1511'POLE, 17 FEET SOUTHWEST OF A 40-INCH ELM TREE, 1 FOOT SOUTH OF A
 ME1511'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 ME1511'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 ME1511'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1783 ***********************************************************************
 LB1783  DESIGNATION -  M 167
 LB1783  PID         -  LB1783
 LB1783  STATE/COUNTY-  IL/CHAMPAIGN
 LB1783  USGS QUAD   -  HOMER (1975)
 LB1783
 LB1783                         *CURRENT SURVEY CONTROL
 LB1783  ___________________________________________________________________
 LB1783* NAD 83(1986)-  40 02 38.     (N)    087 57 28.     (W)     SCALED    
 LB1783* NAVD 88     -       203.843  (meters)     668.77   (feet)  ADJUSTED  
 LB1783  ___________________________________________________________________
 LB1783  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LB1783  DYNAMIC HT  -         203.740 (meters)     668.44  (feet)  COMP
 LB1783  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 LB1783
 LB1783  VERT ORDER  -  FIRST     CLASS II
 LB1783
 LB1783.The horizontal coordinates were scaled from a topographic map and have
 LB1783.an estimated accuracy of +/- 6 seconds.
 LB1783
 LB1783.The orthometric height was determined by differential leveling
 LB1783.and adjusted by the National Geodetic Survey in June 1991..
 LB1783
 LB1783.The geoid height was determined by GEOID03.
 LB1783
 LB1783.The dynamic height is computed by dividing the NAVD 88
 LB1783.geopotential number by the normal gravity value computed on the
 LB1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1783.degrees latitude (g = 980.6199 gals.).
 LB1783
 LB1783.The modeled gravity was interpolated from observed gravity values.
 LB1783
 LB1783;                    North         East    Units  Estimated Accuracy
 LB1783;SPC IL E     -   374,940.      332,050.      MT  (+/- 180 meters Scaled)
 LB1783
 LB1783                          SUPERSEDED SURVEY CONTROL
 LB1783
 LB1783  NGVD 29 (??/??/92)  203.894  (m)          668.94   (f) ADJ UNCH    1 2
 LB1783
 LB1783.Superseded values are not recommended for survey control.
 LB1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1783.See file dsdata.txt to determine how the superseded data were derived.
 LB1783
 LB1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK182330(NAD 83)
 LB1783_MARKER: DB = BENCH MARK DISK
 LB1783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1783_SP_SET: CULVERT
 LB1783_STAMPING: M 167 1954
 LB1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1783
 LB1783  HISTORY     - Date     Condition        Report By
 LB1783  HISTORY     - 1954     MONUMENTED       CGS
 LB1783  HISTORY     - 1956     GOOD             NGS
 LB1783  HISTORY     - 20010706 MARK NOT FOUND   BCA
 LB1783  HISTORY     - 20051128 MARK NOT FOUND   ILDT
 LB1783
 LB1783                          STATION DESCRIPTION
 LB1783
 LB1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LB1783'0.6 MI N FROM HOMER.
 LB1783'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 49 FROM THE CROSSING OF
 LB1783'THE WABASH RAILROAD AT HOMER, IN THE TOP AND 2 FEET NORTH OF
 LB1783'SOUTH END OF THE WEST HEAD WALL OF A 2 FOOT CONCRETE BOX CULVERT
 LB1783'UNDER HIGHWAY, 17 1/2 FEET WEST OF CENTER LINE OF HIGHWAY AND
 LB1783'1 FOOT ABOVE LEVEL OF HIGHWAY.
 LB1783
 LB1783                          STATION RECOVERY (1956)
 LB1783
 LB1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LB1783'RECOVERED IN GOOD CONDITION.
 LB1783
 LB1783                          STATION RECOVERY (2001)
 LB1783
 LB1783'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 LB1783'MARK NOT FOUND.
 LB1783
 LB1783                          STATION RECOVERY (2005)
 LB1783
 LB1783'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB1783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1785 ***********************************************************************
 LB1785  DESIGNATION -  M 167 X
 LB1785  PID         -  LB1785
 LB1785  STATE/COUNTY-  IL/CHAMPAIGN
 LB1785  USGS QUAD   -  HOMER (1975)
 LB1785
 LB1785                         *CURRENT SURVEY CONTROL
 LB1785  ___________________________________________________________________
 LB1785* NAD 83(1986)-  40 04 26.     (N)    087 57 29.     (W)     SCALED    
 LB1785* NAVD 88     -       204.179  (meters)     669.88   (feet)  ADJUSTED  
 LB1785  ___________________________________________________________________
 LB1785  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LB1785  DYNAMIC HT  -         204.076 (meters)     669.54  (feet)  COMP
 LB1785  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 LB1785
 LB1785  VERT ORDER  -  FIRST     CLASS II
 LB1785
 LB1785.The horizontal coordinates were scaled from a topographic map and have
 LB1785.an estimated accuracy of +/- 6 seconds.
 LB1785
 LB1785.The orthometric height was determined by differential leveling
 LB1785.and adjusted by the National Geodetic Survey in June 1991..
 LB1785
 LB1785.The geoid height was determined by GEOID03.
 LB1785
 LB1785.The dynamic height is computed by dividing the NAVD 88
 LB1785.geopotential number by the normal gravity value computed on the
 LB1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1785.degrees latitude (g = 980.6199 gals.).
 LB1785
 LB1785.The modeled gravity was interpolated from observed gravity values.
 LB1785
 LB1785;                    North         East    Units  Estimated Accuracy
 LB1785;SPC IL E     -   378,270.      332,010.      MT  (+/- 180 meters Scaled)
 LB1785
 LB1785                          SUPERSEDED SURVEY CONTROL
 LB1785
 LB1785  NGVD 29 (??/??/92)  204.230  (m)          670.04   (f) ADJ UNCH    1 2
 LB1785
 LB1785.Superseded values are not recommended for survey control.
 LB1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1785.See file dsdata.txt to determine how the superseded data were derived.
 LB1785
 LB1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK183363(NAD 83)
 LB1785_MARKER: DB = BENCH MARK DISK
 LB1785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1785_SP_SET: CULVERT
 LB1785_STAMPING: M 167 X 1956
 LB1785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1785
 LB1785  HISTORY     - Date     Condition        Report By
 LB1785  HISTORY     - 1956     MONUMENTED       CGS
 LB1785  HISTORY     - 20010706 MARK NOT FOUND   BCA
 LB1785  HISTORY     - 20051128 MARK NOT FOUND   ILDT
 LB1785
 LB1785                          STATION DESCRIPTION
 LB1785
 LB1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LB1785'2.6 MI N FROM HOMER.
 LB1785'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CROSSING
 LB1785'OF THE WABASH RAILROAD AT HOMER, ABOUT 1.25 MILE NORTH OF
 LB1785'HIGHWAY BRIDGE OVER SALT FORK RIVER, IN THE TOP OF NORTH END OF
 LB1785'WEST HEAD WALL OF A 3-FOOT CONCRETE BOX CULVERT, 20 FEET WEST OF
 LB1785'CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 LB1785
 LB1785                          STATION RECOVERY (2001)
 LB1785
 LB1785'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 LB1785'MARK NOT FOUND.
 LB1785
 LB1785                          STATION RECOVERY (2005)
 LB1785
 LB1785'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LB1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1541 ***********************************************************************
 JB1541  DESIGNATION -  M 169
 JB1541  PID         -  JB1541
 JB1541  STATE/COUNTY-  IL/ST CLAIR
 JB1541  USGS QUAD   -  O'FALLON (1991)
 JB1541
 JB1541                         *CURRENT SURVEY CONTROL
 JB1541  ___________________________________________________________________
 JB1541* NAD 83(1986)-  38 36 36.     (N)    089 59 47.     (W)     SCALED    
 JB1541* NAVD 88     -       160.173  (meters)     525.50   (feet)  ADJUSTED  
 JB1541  ___________________________________________________________________
 JB1541  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JB1541  DYNAMIC HT  -         160.071 (meters)     525.17  (feet)  COMP
 JB1541  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 JB1541
 JB1541  VERT ORDER  -  FIRST     CLASS I
 JB1541
 JB1541.The horizontal coordinates were scaled from a topographic map and have
 JB1541.an estimated accuracy of +/- 6 seconds.
 JB1541
 JB1541.The orthometric height was determined by differential leveling
 JB1541.and adjusted by the National Geodetic Survey in June 1991..
 JB1541
 JB1541.The geoid height was determined by GEOID03.
 JB1541
 JB1541.The dynamic height is computed by dividing the NAVD 88
 JB1541.geopotential number by the normal gravity value computed on the
 JB1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1541.degrees latitude (g = 980.6199 gals.).
 JB1541
 JB1541.The modeled gravity was interpolated from observed gravity values.
 JB1541
 JB1541;                    North         East    Units  Estimated Accuracy
 JB1541;SPC IL W     -   215,690.      714,830.      MT  (+/- 180 meters Scaled)
 JB1541
 JB1541                          SUPERSEDED SURVEY CONTROL
 JB1541
 JB1541  NGVD 29 (??/??/92)  160.286  (m)          525.87   (f) ADJ UNCH    1 1
 JB1541
 JB1541.Superseded values are not recommended for survey control.
 JB1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1541.See file dsdata.txt to determine how the superseded data were derived.
 JB1541
 JB1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH390777(NAD 83)
 JB1541_MARKER: DB = BENCH MARK DISK
 JB1541_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JB1541_SP_SET: 11 FEET
 JB1541_STAMPING: M 169 1969
 JB1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1541
 JB1541  HISTORY     - Date     Condition        Report By
 JB1541  HISTORY     - 1969     MONUMENTED       CGS
 JB1541  HISTORY     - 1987     GOOD             USPSQD
 JB1541
 JB1541                          STATION DESCRIPTION
 JB1541
 JB1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JB1541'2.8 MI SE FROM CASEYVILLE.
 JB1541'ABOUT 2.85 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JB1541'FROM THE CROSSING OF STATE HIGHWAY 157 AT CASEYVILLE, ABOUT 0.45
 JB1541'MILE SOUTHEAST OF THE CROSSING OF PLEASANT RIDGE ROAD, 31.5 FEET
 JB1541'SOUTHWEST OF THE SOUTHWEST RAIL, 25 FEET NORTHWEST OF THE
 JB1541'SOUTHWEST END OF A 36-INCH PIPE CULVERT, 7 1/2 FEET SOUTHEAST
 JB1541'OF A CONCRETE POST SUPPORTING A TELEPHONE, 4 FEET NORTHWEST OF
 JB1541'MILEPOLE 325-11, IN LINE WITH A ROW OF POLES, 1 FOOT NORTHEAST
 JB1541'OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK
 JB1541'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH
 JB1541'THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 4
 JB1541'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS HAND DRIVEN
 JB1541'TO A DEPTH OF 11 FEET.  SECTION 21, T2N, R8W.
 JB1541
 JB1541                          STATION RECOVERY (1987)
 JB1541
 JB1541'RECOVERY NOTE BY US POWER SQUADRON 1987 (JWO)
 JB1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0129 ***********************************************************************
 NH0129  DESIGNATION -  M 17
 NH0129  PID         -  NH0129
 NH0129  STATE/COUNTY-  IL/MCHENRY
 NH0129  USGS QUAD   -  MC HENRY (1992)
 NH0129
 NH0129                         *CURRENT SURVEY CONTROL
 NH0129  ___________________________________________________________________
 NH0129* NAD 83(1986)-  42 17 05.     (N)    088 18 06.     (W)     SCALED    
 NH0129* NAVD 88     -       244.756  (meters)     803.00   (feet)  ADJUSTED  
 NH0129  ___________________________________________________________________
 NH0129  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NH0129  DYNAMIC HT  -         244.673 (meters)     802.73  (feet)  COMP
 NH0129  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 NH0129
 NH0129  VERT ORDER  -  SECOND    CLASS 0
 NH0129
 NH0129.The horizontal coordinates were scaled from a topographic map and have
 NH0129.an estimated accuracy of +/- 6 seconds.
 NH0129
 NH0129.The orthometric height was determined by differential leveling
 NH0129.and adjusted by the National Geodetic Survey in June 1991..
 NH0129
 NH0129.The geoid height was determined by GEOID03.
 NH0129
 NH0129.The dynamic height is computed by dividing the NAVD 88
 NH0129.geopotential number by the normal gravity value computed on the
 NH0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0129.degrees latitude (g = 980.6199 gals.).
 NH0129
 NH0129.The modeled gravity was interpolated from observed gravity values.
 NH0129
 NH0129;                    North         East    Units  Estimated Accuracy
 NH0129;SPC IL E     -   623,730.      302,610.      MT  (+/- 180 meters Scaled)
 NH0129
 NH0129                          SUPERSEDED SURVEY CONTROL
 NH0129
 NH0129  NGVD 29 (??/??/92)  244.802  (m)          803.15   (f) ADJ UNCH    2 0
 NH0129
 NH0129.Superseded values are not recommended for survey control.
 NH0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0129.See file dsdata.txt to determine how the superseded data were derived.
 NH0129
 NH0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM926822(NAD 83)
 NH0129_MARKER: DB = BENCH MARK DISK
 NH0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NH0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NH0129_STAMPING: M 17 1934
 NH0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NH0129+STABILITY: SURFACE MOTION
 NH0129
 NH0129  HISTORY     - Date     Condition        Report By
 NH0129  HISTORY     - 1934     MONUMENTED       CGS
 NH0129  HISTORY     - 1960     GOOD             NGS
 NH0129  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 NH0129  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 NH0129
 NH0129                          STATION DESCRIPTION
 NH0129
 NH0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NH0129'2.7 MI N FROM CRYSTAL LAKE.
 NH0129'ABOUT 2.7 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0129'FROM THE CROSSING OF STATE HIGHWAY 176 AT CRYSTAL LAKE, ABOUT
 NH0129'4.35 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NH0129'THE STATION AT MCHENRY , 0.5 MILE SOUTH OF MILEPOLE 62, AT THE
 NH0129'CROSSING OF EDGEWOOD ROAD, 31 1/2 FEET EAST OF THE EAST RAIL, 32
 NH0129'FEET NORTH OF THE CENTER LINE OF THE ROAD, 47 FEET NORTHEAST OF
 NH0129'OF THE CENTER LINE OF THE CROSSING, 17 1/2 FEET NORTHWEST OF A
 NH0129'FENCE CORNER, 1 1/2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT
 NH0129'2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A
 NH0129'CONCRETE POST PROJECTING 2 INCHES.
 NH0129
 NH0129                          STATION RECOVERY (1994)
 NH0129
 NH0129'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0129'MARK NOT FOUND.
 NH0129
 NH0129                          STATION RECOVERY (1995)
 NH0129
 NH0129'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0127 ***********************************************************************
 LC0127  DESIGNATION -  M 171
 LC0127  PID         -  LC0127
 LC0127  STATE/COUNTY-  IL/CHAMPAIGN
 LC0127  USGS QUAD   -  MAHOMET (1975)
 LC0127
 LC0127                         *CURRENT SURVEY CONTROL
 LC0127  ___________________________________________________________________
 LC0127* NAD 83(1986)-  40 08 11.     (N)    088 24 26.     (W)     SCALED    
 LC0127* NAVD 88     -       214.155  (meters)     702.61   (feet)  ADJUSTED  
 LC0127  ___________________________________________________________________
 LC0127  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LC0127  DYNAMIC HT  -         214.048 (meters)     702.26  (feet)  COMP
 LC0127  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 LC0127
 LC0127  VERT ORDER  -  FIRST     CLASS II
 LC0127
 LC0127.The horizontal coordinates were scaled from a topographic map and have
 LC0127.an estimated accuracy of +/- 6 seconds.
 LC0127
 LC0127.The orthometric height was determined by differential leveling
 LC0127.and adjusted by the National Geodetic Survey in June 1991..
 LC0127
 LC0127.The geoid height was determined by GEOID03.
 LC0127
 LC0127.The dynamic height is computed by dividing the NAVD 88
 LC0127.geopotential number by the normal gravity value computed on the
 LC0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0127.degrees latitude (g = 980.6199 gals.).
 LC0127
 LC0127.The modeled gravity was interpolated from observed gravity values.
 LC0127
 LC0127;                    North         East    Units  Estimated Accuracy
 LC0127;SPC IL E     -   385,150.      293,700.      MT  (+/- 180 meters Scaled)
 LC0127
 LC0127                          SUPERSEDED SURVEY CONTROL
 LC0127
 LC0127  NGVD 29 (??/??/92)  214.208  (m)          702.78   (f) ADJ UNCH    1 2
 LC0127
 LC0127.Superseded values are not recommended for survey control.
 LC0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0127.See file dsdata.txt to determine how the superseded data were derived.
 LC0127
 LC0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK801438(NAD 83)
 LC0127_MARKER: DB = BENCH MARK DISK
 LC0127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LC0127_SP_SET: HEADWALL
 LC0127_STAMPING: M 171 1954
 LC0127_MARK LOGO: CGS   
 LC0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0127+STABILITY: SURFACE MOTION
 LC0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC0127+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2003
 LC0127
 LC0127  HISTORY     - Date     Condition        Report By
 LC0127  HISTORY     - 1954     MONUMENTED       CGS
 LC0127  HISTORY     - 1973     GOOD             NGS
 LC0127  HISTORY     - 1986     GOOD             NGS
 LC0127  HISTORY     - 20030130 GOOD             BCA
 LC0127
 LC0127                          STATION DESCRIPTION
 LC0127
 LC0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LC0127'3.7 MI S FROM MAHOMET.
 LC0127'ABOUT 3.7 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE CROSSING
 LC0127'OF THE NEW YORK CENTRAL RAILROAD AT MAHOMET, IN THE TOP OF THE
 LC0127'NORTH END OF THE WEST CONCRETE HEAD WALL OF A TWIN 8-FOOT BOX
 LC0127'CULVERT UNDER HIGHWAY, 18 1/2 FEET WEST OF CENTER LINE OF
 LC0127'HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 LC0127
 LC0127                          STATION RECOVERY (1973)
 LC0127
 LC0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0127'RECOVERED IN GOOD CONDITION.
 LC0127
 LC0127                          STATION RECOVERY (1986)
 LC0127
 LC0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LC0127'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO THIS SURVEY.
 LC0127
 LC0127                          STATION RECOVERY (2003)
 LC0127
 LC0127'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2003 (DGW)
 LC0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0119 ***********************************************************************
 JB0119  DESIGNATION -  M 173
 JB0119  PID         -  JB0119
 JB0119  STATE/COUNTY-  IL/RICHLAND
 JB0119  USGS QUAD   -  DUNDAS (1985)
 JB0119
 JB0119                         *CURRENT SURVEY CONTROL
 JB0119  ___________________________________________________________________
 JB0119* NAD 83(1986)-  38 46 17.     (N)    088 05 12.     (W)     SCALED    
 JB0119* NAVD 88     -       141.691  (meters)     464.86   (feet)  ADJUSTED  
 JB0119  ___________________________________________________________________
 JB0119  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JB0119  DYNAMIC HT  -         141.604 (meters)     464.58  (feet)  COMP
 JB0119  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 JB0119
 JB0119  VERT ORDER  -  FIRST     CLASS II
 JB0119
 JB0119.The horizontal coordinates were scaled from a topographic map and have
 JB0119.an estimated accuracy of +/- 6 seconds.
 JB0119
 JB0119.The orthometric height was determined by differential leveling
 JB0119.and adjusted by the National Geodetic Survey in June 1991..
 JB0119
 JB0119.The geoid height was determined by GEOID03.
 JB0119
 JB0119.The dynamic height is computed by dividing the NAVD 88
 JB0119.geopotential number by the normal gravity value computed on the
 JB0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0119.degrees latitude (g = 980.6199 gals.).
 JB0119
 JB0119.The modeled gravity was interpolated from observed gravity values.
 JB0119
 JB0119;                    North         East    Units  Estimated Accuracy
 JB0119;SPC IL E     -   233,630.      321,440.      MT  (+/- 180 meters Scaled)
 JB0119
 JB0119                          SUPERSEDED SURVEY CONTROL
 JB0119
 JB0119  NGVD 29 (??/??/92)  141.782  (m)          465.16   (f) ADJ UNCH    1 2
 JB0119
 JB0119.Superseded values are not recommended for survey control.
 JB0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0119.See file dsdata.txt to determine how the superseded data were derived.
 JB0119
 JB0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH056919(NAD 83)
 JB0119_MARKER: DB = BENCH MARK DISK
 JB0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0119_STAMPING: M 173 1956
 JB0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0119+STABILITY: SURFACE MOTION
 JB0119
 JB0119  HISTORY     - Date     Condition        Report By
 JB0119  HISTORY     - 1956     MONUMENTED       CGS
 JB0119
 JB0119                          STATION DESCRIPTION
 JB0119
 JB0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JB0119'2.7 MI N FROM OLNEY.
 JB0119'2.7 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB0119'STATION AT OLNEY, ABOUT 0.2 MILE SOUTH OF MILE POST P 176, AT
 JB0119'AN EAST-WEST GRAVEL ROAD CROSSING, 26 FEET EAST OF EAST RAIL,
 JB0119'82 FEET SOUTH OF CENTER LINE OF ROAD, 60 1/2 FEET SOUTH OF A FENCE
 JB0119'CORNER, 1 FOOT WEST OF A FENCE LINE, 4.3 FEET SOUTHEAST OF THE
 JB0119'FIRST TELEPHONE POLE SOUTH OF CROSSING, 101 FEET SOUTH AND ACROSS
 JB0119'ROAD FROM A CROSSING WARNING SIGN, 74 1/2 FEET SOUTHEAST AND
 JB0119'ACROSS TRACK FROM A CROSSING SIGN, ABOUT 2 FEET BELOW LEVEL OF
 JB0119'TRACK AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0212 ***********************************************************************
 KB0212  DESIGNATION -  M 174
 KB0212  PID         -  KB0212
 KB0212  STATE/COUNTY-  IL/CUMBERLAND
 KB0212  USGS QUAD   -  TOLEDO (1984)
 KB0212
 KB0212                         *CURRENT SURVEY CONTROL
 KB0212  ___________________________________________________________________
 KB0212* NAD 83(1986)-  39 20 05.     (N)    088 14 33.     (W)     SCALED    
 KB0212* NAVD 88     -       186.234  (meters)     611.00   (feet)  ADJUSTED  
 KB0212  ___________________________________________________________________
 KB0212  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KB0212  DYNAMIC HT  -         186.125 (meters)     610.65  (feet)  COMP
 KB0212  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 KB0212
 KB0212  VERT ORDER  -  FIRST     CLASS II
 KB0212
 KB0212.The horizontal coordinates were scaled from a topographic map and have
 KB0212.an estimated accuracy of +/- 6 seconds.
 KB0212
 KB0212.The orthometric height was determined by differential leveling
 KB0212.and adjusted by the National Geodetic Survey in June 1991..
 KB0212
 KB0212.The geoid height was determined by GEOID03.
 KB0212
 KB0212.The dynamic height is computed by dividing the NAVD 88
 KB0212.geopotential number by the normal gravity value computed on the
 KB0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0212.degrees latitude (g = 980.6199 gals.).
 KB0212
 KB0212.The modeled gravity was interpolated from observed gravity values.
 KB0212
 KB0212;                    North         East    Units  Estimated Accuracy
 KB0212;SPC IL E     -   296,140.      307,830.      MT  (+/- 180 meters Scaled)
 KB0212
 KB0212                          SUPERSEDED SURVEY CONTROL
 KB0212
 KB0212  NGVD 29 (??/??/92)  186.297  (m)          611.21   (f) ADJ UNCH    1 2
 KB0212
 KB0212.Superseded values are not recommended for survey control.
 KB0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0212.See file dsdata.txt to determine how the superseded data were derived.
 KB0212
 KB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ929546(NAD 83)
 KB0212_MARKER: DB = BENCH MARK DISK
 KB0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0212_STAMPING: M 174 1956
 KB0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0212+STABILITY: SURFACE MOTION
 KB0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0212+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 KB0212
 KB0212  HISTORY     - Date     Condition        Report By
 KB0212  HISTORY     - 1956     MONUMENTED       CGS
 KB0212  HISTORY     - 1973     GOOD             NGS
 KB0212  HISTORY     - 20050216 GOOD             ILDT
 KB0212
 KB0212                          STATION DESCRIPTION
 KB0212
 KB0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0212'4.2 MI N FROM TOLEDO.
 KB0212'ABOUT 4.25 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0212'THE STATION AT TOLEDO, ABOUT 0.75 MILE NORTH OF ROAD CROSSING
 KB0212'AT BRADBURY, ABOUT 0.45 MILE SOUTH OF MILE POST P 132, AT A
 KB0212'NARROW EAST-WEST GRAVEL ROAD CROSSING, 29 1/2 FEET WEST OF WEST
 KB0212'RAIL, 18 FEET SOUTH OF CENTER LINE OF ROAD, 1 FOOT EAST OF A
 KB0212'FENCE LINE, 2.3 FEET SOUTH OF A FENCE CORNER, 17 1/2 FEET
 KB0212'WEST-SOUTHWEST OF CROSSING WARNING SIGN, 2 FEET NORTH OF A WHITE
 KB0212'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK AND
 KB0212'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KB0212
 KB0212                          STATION RECOVERY (1973)
 KB0212
 KB0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0212'RECOVERED IN GOOD CONDITION.
 KB0212
 KB0212                          STATION RECOVERY (2005)
 KB0212
 KB0212'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0242 ***********************************************************************
 KB0242  DESIGNATION -  M 175
 KB0242  PID         -  KB0242
 KB0242  STATE/COUNTY-  IL/CUMBERLAND
 KB0242  USGS QUAD   -  GREENUP (1985)
 KB0242
 KB0242                         *CURRENT SURVEY CONTROL
 KB0242  ___________________________________________________________________
 KB0242* NAD 83(1986)-  39 11 46.     (N)    088 09 15.     (W)     SCALED    
 KB0242* NAVD 88     -       169.086  (meters)     554.74   (feet)  ADJUSTED  
 KB0242  ___________________________________________________________________
 KB0242  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KB0242  DYNAMIC HT  -         168.986 (meters)     554.41  (feet)  COMP
 KB0242  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 KB0242
 KB0242  VERT ORDER  -  FIRST     CLASS II
 KB0242
 KB0242.The horizontal coordinates were scaled from a topographic map and have
 KB0242.an estimated accuracy of +/- 6 seconds.
 KB0242
 KB0242.The orthometric height was determined by differential leveling
 KB0242.and adjusted by the National Geodetic Survey in June 1991..
 KB0242
 KB0242.The geoid height was determined by GEOID03.
 KB0242
 KB0242.The dynamic height is computed by dividing the NAVD 88
 KB0242.geopotential number by the normal gravity value computed on the
 KB0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0242.degrees latitude (g = 980.6199 gals.).
 KB0242
 KB0242.The modeled gravity was interpolated from observed gravity values.
 KB0242
 KB0242;                    North         East    Units  Estimated Accuracy
 KB0242;SPC IL E     -   280,770.      315,480.      MT  (+/- 180 meters Scaled)
 KB0242
 KB0242                          SUPERSEDED SURVEY CONTROL
 KB0242
 KB0242  NGVD 29 (??/??/92)  169.150  (m)          554.95   (f) ADJ UNCH    1 2
 KB0242
 KB0242.Superseded values are not recommended for survey control.
 KB0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0242.See file dsdata.txt to determine how the superseded data were derived.
 KB0242
 KB0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ003391(NAD 83)
 KB0242_MARKER: DB = BENCH MARK DISK
 KB0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0242_SP_SET: CULVERT
 KB0242_STAMPING: M 175 1956
 KB0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0242+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KB0242
 KB0242  HISTORY     - Date     Condition        Report By
 KB0242  HISTORY     - 1956     MONUMENTED       CGS
 KB0242  HISTORY     - 20050215 GOOD             ILDT
 KB0242
 KB0242                          STATION DESCRIPTION
 KB0242
 KB0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0242'2.8 MI N FROM HIDALGO.
 KB0242'ABOUT 2.8 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0242'THE MAIN EAST-WEST STREET CROSSING AT HIDALGO, ABOUT 3.35 MILES
 KB0242'SOUTHEAST AND SOUTH ALONG TRACK FROM THE STATION AT GREENUP,
 KB0242'ABOUT 0.5 MILE SOUTH OF MILE POST P 145, ABOUT 40 YARDS EAST OF
 KB0242'THE TRACK, ALONG STATE HIGHWAY 130, ABOUT 50 YARDS NORTHEAST OF
 KB0242'NORTHEAST CORNER OF A RAILROAD TRESTLE OVER A SMALL CREEK AND A
 KB0242'ROAD LEADING WEST TO A FARM HOUSE, 38 FEET NORTHWEST OF CENTER
 KB0242'OF JUNCTION OF HIGHWAY 130 AND ROAD SOUTHWEST UNDER TRESTLE TO
 KB0242'FARM HOUSE, 29 FEET WEST OF CENTER LINE OF HIGHWAY, IN THE TOP
 KB0242'OF NORTH END OF THE WEST HEAD WALL OF A 4-FOOT CONCRETE BOX
 KB0242'CULVERT UNDER HIGHWAY, ABOUT 4 1/2 FEET BELOW LEVEL OF HIGHWAY
 KB0242'AND ABOUT 9 FEET BELOW LEVEL OF TRACK.
 KB0242
 KB0242                          STATION RECOVERY (2005)
 KB0242
 KB0242'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0196 ***********************************************************************
 KB0196  DESIGNATION -  M 176
 KB0196  PID         -  KB0196
 KB0196  STATE/COUNTY-  IL/COLES
 KB0196  USGS QUAD   -  MATTOON EAST (1984)
 KB0196
 KB0196                         *CURRENT SURVEY CONTROL
 KB0196  ___________________________________________________________________
 KB0196* NAD 83(1986)-  39 26 30.     (N)    088 15 01.     (W)     SCALED    
 KB0196* NAVD 88     -       219.676  (meters)     720.72   (feet)  ADJUSTED  
 KB0196  ___________________________________________________________________
 KB0196  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KB0196  DYNAMIC HT  -         219.550 (meters)     720.31  (feet)  COMP
 KB0196  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 KB0196
 KB0196  VERT ORDER  -  FIRST     CLASS II
 KB0196
 KB0196.The horizontal coordinates were scaled from a topographic map and have
 KB0196.an estimated accuracy of +/- 6 seconds.
 KB0196
 KB0196.The orthometric height was determined by differential leveling
 KB0196.and adjusted by the National Geodetic Survey in June 1991..
 KB0196
 KB0196.The geoid height was determined by GEOID03.
 KB0196
 KB0196.The dynamic height is computed by dividing the NAVD 88
 KB0196.geopotential number by the normal gravity value computed on the
 KB0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0196.degrees latitude (g = 980.6199 gals.).
 KB0196
 KB0196.The modeled gravity was interpolated from observed gravity values.
 KB0196
 KB0196;                    North         East    Units  Estimated Accuracy
 KB0196;SPC IL E     -   308,010.      307,150.      MT  (+/- 180 meters Scaled)
 KB0196
 KB0196                          SUPERSEDED SURVEY CONTROL
 KB0196
 KB0196  NGVD 29 (??/??/92)  219.740  (m)          720.93   (f) ADJ UNCH    1 2
 KB0196
 KB0196.Superseded values are not recommended for survey control.
 KB0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0196.See file dsdata.txt to determine how the superseded data were derived.
 KB0196
 KB0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ924665(NAD 83)
 KB0196_MARKER: DB = BENCH MARK DISK
 KB0196_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0196_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0196_STAMPING: M 176 1956
 KB0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0196
 KB0196  HISTORY     - Date     Condition        Report By
 KB0196  HISTORY     - 1956     MONUMENTED       CGS
 KB0196  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0196  HISTORY     - 20050302 MARK NOT FOUND   ILDT
 KB0196
 KB0196                          STATION DESCRIPTION
 KB0196
 KB0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0196'2.5 MI NE FROM LERNA.
 KB0196'ABOUT 2.5 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0196'LOUIS RAILROAD FROM THE STATION AT LERNA, ABOUT 84 YARDS SOUTHWEST
 KB0196'OF MILE POLE T 325, AT A FIELD ROAD CROSSING, 26 1/2 FEET
 KB0196'NORTHWEST OF NORTHWEST RAIL, 52 FEET NORTHWEST AND AT ABOUT
 KB0196'RIGHT ANGLE ACROSS TRACK FROM THE SECOND TELEPHONE POLE SOUTHWEST
 KB0196'OF MILE POLE T 325, 1 FOOT SOUTHEAST OF A FENCE LINE, 43 FEET
 KB0196'NORTH OF CENTER OF CROSSING OF FIELD ROAD, 31 1/2 FEET NORTHEAST
 KB0196'OF CENTER OF A GATE ACROSS FIELD ROAD, 2 FEET BELOW LEVEL OF
 KB0196'TRACK AND IS A DISK ON TOP OF A 3-INCH IRON PIPE PROJECTING 5
 KB0196'INCHES.
 KB0196
 KB0196                          STATION RECOVERY (1982)
 KB0196
 KB0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0196'MARK NOT FOUND.
 KB0196
 KB0196                          STATION RECOVERY (2005)
 KB0196
 KB0196'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0026 ***********************************************************************
 KB0026  DESIGNATION -  M 177
 KB0026  PID         -  KB0026
 KB0026  STATE/COUNTY-  IL/COLES
 KB0026  USGS QUAD   -  OAKLAND (1982)
 KB0026
 KB0026                         *CURRENT SURVEY CONTROL
 KB0026  ___________________________________________________________________
 KB0026* NAD 83(1986)-  39 38 57.     (N)    088 01 46.     (W)     SCALED    
 KB0026* NAVD 88     -       200.661  (meters)     658.34   (feet)  ADJUSTED  
 KB0026  ___________________________________________________________________
 KB0026  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KB0026  DYNAMIC HT  -         200.552 (meters)     657.98  (feet)  COMP
 KB0026  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 KB0026
 KB0026  VERT ORDER  -  FIRST     CLASS II
 KB0026
 KB0026.The horizontal coordinates were scaled from a topographic map and have
 KB0026.an estimated accuracy of +/- 6 seconds.
 KB0026
 KB0026.The orthometric height was determined by differential leveling
 KB0026.and adjusted by the National Geodetic Survey in June 1991..
 KB0026
 KB0026.The geoid height was determined by GEOID03.
 KB0026
 KB0026.The dynamic height is computed by dividing the NAVD 88
 KB0026.geopotential number by the normal gravity value computed on the
 KB0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0026.degrees latitude (g = 980.6199 gals.).
 KB0026
 KB0026.The modeled gravity was interpolated from observed gravity values.
 KB0026
 KB0026;                    North         East    Units  Estimated Accuracy
 KB0026;SPC IL E     -   331,090.      326,080.      MT  (+/- 180 meters Scaled)
 KB0026
 KB0026                          SUPERSEDED SURVEY CONTROL
 KB0026
 KB0026  NGVD 29 (??/??/92)  200.744  (m)          658.61   (f) ADJ UNCH    1 2
 KB0026
 KB0026.Superseded values are not recommended for survey control.
 KB0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0026.See file dsdata.txt to determine how the superseded data were derived.
 KB0026
 KB0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ116893(NAD 83)
 KB0026_MARKER: DB = BENCH MARK DISK
 KB0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0026_STAMPING: M 177 1956
 KB0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0026+STABILITY: SURFACE MOTION
 KB0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0026+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2005
 KB0026
 KB0026  HISTORY     - Date     Condition        Report By
 KB0026  HISTORY     - 1956     MONUMENTED       CGS
 KB0026  HISTORY     - 20050304 GOOD             ILDT
 KB0026
 KB0026                          STATION DESCRIPTION
 KB0026
 KB0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KB0026'0.6 MI SW FROM OAKLAND.
 KB0026'ABOUT 0.55 MILE SOUTHWEST ALONG THE NEW YORK, CHICAGO AND ST.
 KB0026'LOUIS RAILROAD FROM THE STATION AT OAKLAND, ABOUT 0.25 MILE
 KB0026'SOUTHWEST OF CROSSING OF A NORTH-SOUTH PAVED ROAD (LEADING SOUTH
 KB0026'TO ASHMORE), 45 FEET SOUTHEAST OF SOUTHEAST RAIL, 66 FEET
 KB0026'SOUTHWEST OF TELEPHONE POLE NO. 304/04, 72 FEET EAST-NORTHEAST
 KB0026'OF TELEPHONE POLE NO. 304/05, 2 FEET NORTHWEST OF A PROPERTY
 KB0026'LINE MARKER (WOODEN POST 5 1/2 FEET HIGH), 2 FEET SOUTHWEST OF
 KB0026'A WHITE WOODEN WINESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK
 KB0026'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KB0026
 KB0026                          STATION RECOVERY (2005)
 KB0026
 KB0026'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0026'TO REACH FROM THE INTERSECTION OF HAZEL ST AND ASHMORE IN OAKLAND. GO
 KB0026'WEST ALONG EXTENDED CL OF HAZEL ST +-0.2 MI TO MARK ON THE LEFT. MARK
 KB0026'IS +-400' SOUTHWEST FROM THE END OF A COMMERCIAL DRIVE, 45' SOUTH OF
 KB0026'TRACKS, 2' NORTHWEST OF A WOOD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0143 ***********************************************************************
 NG0143  DESIGNATION -  M 18
 NG0143  PID         -  NG0143
 NG0143  STATE/COUNTY-  IL/COOK
 NG0143  USGS QUAD   -  HIGHLAND PARK (1993)
 NG0143
 NG0143                         *CURRENT SURVEY CONTROL
 NG0143  ___________________________________________________________________
 NG0143* NAD 83(1986)-  42 08 02.     (N)    087 45 24.     (W)     SCALED    
 NG0143* NAVD 88     -       204.472  (meters)     670.84   (feet)  ADJUSTED  
 NG0143  ___________________________________________________________________
 NG0143  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NG0143  DYNAMIC HT  -         204.406 (meters)     670.62  (feet)  COMP
 NG0143  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 NG0143
 NG0143  VERT ORDER  -  FIRST     CLASS 0
 NG0143
 NG0143.The horizontal coordinates were scaled from a topographic map and have
 NG0143.an estimated accuracy of +/- 6 seconds.
 NG0143
 NG0143.The orthometric height was determined by differential leveling
 NG0143.and adjusted by the National Geodetic Survey in June 1991..
 NG0143
 NG0143.The geoid height was determined by GEOID03.
 NG0143
 NG0143.The dynamic height is computed by dividing the NAVD 88
 NG0143.geopotential number by the normal gravity value computed on the
 NG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0143.degrees latitude (g = 980.6199 gals.).
 NG0143
 NG0143.The modeled gravity was interpolated from observed gravity values.
 NG0143
 NG0143;                    North         East    Units  Estimated Accuracy
 NG0143;SPC IL E     -   607,140.      347,680.      MT  (+/- 180 meters Scaled)
 NG0143
 NG0143                          SUPERSEDED SURVEY CONTROL
 NG0143
 NG0143  NGVD 29 (??/??/92)  204.544  (m)          671.07   (f) ADJ UNCH    1 0
 NG0143
 NG0143.Superseded values are not recommended for survey control.
 NG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0143.See file dsdata.txt to determine how the superseded data were derived.
 NG0143
 NG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM374649(NAD 83)
 NG0143_MARKER: DB = BENCH MARK DISK
 NG0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0143_SP_SET: ABUTMENT
 NG0143_STAMPING: M 18 1934
 NG0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0143
 NG0143  HISTORY     - Date     Condition        Report By
 NG0143  HISTORY     - 1934     MONUMENTED       CGS
 NG0143  HISTORY     - 1973     GOOD             NGS
 NG0143  HISTORY     - 1986     GOOD             USPSQD
 NG0143  HISTORY     - 19991126 GOOD             USPSQD
 NG0143  HISTORY     - 20011110 GOOD             USPSQD
 NG0143
 NG0143                          STATION DESCRIPTION
 NG0143
 NG0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0143'AT GLENCOE.
 NG0143'AT GLENCOE, 0.1 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 NG0143'RAILWAY FROM THE CROSSING OF PARK AVENUE, 20.5 FEET NORTHEAST OF
 NG0143'THE NORTHEAST RAIL OF THE NORTHEAST TRACK, AT BRIDGE 1335 1/2
 NG0143'OVER HAZEL AVENUE, 15.9 FEET NORTHEAST OF THE NORTH CORNER OF
 NG0143'THE BRIDGE, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK AND IS A
 NG0143'DISK IN THE NORTHWEST ABUTMENT, 1.7 FEET SOUTHWEST OF THE
 NG0143'NORTHEAST END OF THE ABUTMENT.  SEC 7, T42N, R13E.
 NG0143
 NG0143                          STATION RECOVERY (1986)
 NG0143
 NG0143'RECOVERY NOTE BY US POWER SQUADRON 1986 (JWH)
 NG0143'RECOVERED IN GOOD CONDITION.
 NG0143
 NG0143                          STATION RECOVERY (1999)
 NG0143
 NG0143'RECOVERY NOTE BY US POWER SQUADRON 1999
 NG0143'RECOVERED IN GOOD CONDITION.
 NG0143
 NG0143                          STATION RECOVERY (2001)
 NG0143
 NG0143'RECOVERY NOTE BY US POWER SQUADRON 2001 (BKD)
 NG0143'RECOVERED AS DESCRIBED.
 NG0143'COORDINATES BY GPS. L 42 DEGREES 08.032'N LO 087 DEGREES 45.40'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1323 ***********************************************************************
 JA1323  DESIGNATION -  M 181
 JA1323  PID         -  JA1323
 JA1323  STATE/COUNTY-  IL/LAWRENCE
 JA1323  USGS QUAD   -  VINCENNES (1998)
 JA1323
 JA1323                         *CURRENT SURVEY CONTROL
 JA1323  ___________________________________________________________________
 JA1323* NAD 83(1986)-  38 42 00.     (N)    087 31 19.     (W)     SCALED    
 JA1323* NAVD 88     -       129.518  (meters)     424.93   (feet)  ADJUSTED  
 JA1323  ___________________________________________________________________
 JA1323  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JA1323  DYNAMIC HT  -         129.438 (meters)     424.66  (feet)  COMP
 JA1323  MODELED GRAV-     980,011.7   (mgal)                       NAVD 88
 JA1323
 JA1323  VERT ORDER  -  FIRST     CLASS II
 JA1323
 JA1323.The horizontal coordinates were scaled from a topographic map and have
 JA1323.an estimated accuracy of +/- 6 seconds.
 JA1323
 JA1323.The orthometric height was determined by differential leveling
 JA1323.and adjusted by the National Geodetic Survey in June 1991..
 JA1323
 JA1323.The geoid height was determined by GEOID03.
 JA1323
 JA1323.The dynamic height is computed by dividing the NAVD 88
 JA1323.geopotential number by the normal gravity value computed on the
 JA1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1323.degrees latitude (g = 980.6199 gals.).
 JA1323
 JA1323.The modeled gravity was interpolated from observed gravity values.
 JA1323
 JA1323;                    North         East    Units  Estimated Accuracy
 JA1323;SPC IL E     -   225,990.      370,580.      MT  (+/- 180 meters Scaled)
 JA1323
 JA1323                          SUPERSEDED SURVEY CONTROL
 JA1323
 JA1323  NGVD 29 (??/??/92)  129.648  (m)          425.35   (f) ADJ UNCH    1 2
 JA1323
 JA1323.Superseded values are not recommended for survey control.
 JA1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1323.See file dsdata.txt to determine how the superseded data were derived.
 JA1323
 JA1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH546836(NAD 83)
 JA1323_MARKER: DB = BENCH MARK DISK
 JA1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JA1323_SP_SET: CULVERT
 JA1323_STAMPING: M 181 1956
 JA1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JA1323
 JA1323  HISTORY     - Date     Condition        Report By
 JA1323  HISTORY     - 1956     MONUMENTED       CGS
 JA1323
 JA1323                          STATION DESCRIPTION
 JA1323
 JA1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JA1323'1.8 MI N FROM VINCENNES.
 JA1323'IN LAWRENCE COUNTY, ILLINOIS, ABOUT 0.4 MILE NORTHWEST ALONG U.S.
 JA1323'HIGHWAY 50 FROM THE BRIDGE OVER WABASH RIVER AT VINCENNES, KNOX
 JA1323'COUNTY, INDIANA, THENCE ABOUT 1.35 MILES NORTHEAST AND NORTH
 JA1323'ALONG STATE HIGHWAY 33, ABOUT 0.95 MILE NORTH OF THE OVERPASS
 JA1323'OF THE BALTIMORE AND OHIO RAILROAD OVER HIGHWAY, IN THE TOP OF
 JA1323'THE SOUTH END OF THE WEST HEAD WALL OF A 2-FOOT CONCRETE BOX
 JA1323'CULVERT UNDER HIGHWAY, 18 FEET WEST OF CENTER LINE OF HIGHWAY, 64
 JA1323'FEET SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND A GRADED ROAD
 JA1323'LEADING WEST, 25 FEET NORTHWEST OF CENTER OF JUNCTION OF HIGHWAY AND
 JA1323'A LEVEE EXTENDING SOUTHEAST FROM HIGHWAY, 1/2 FOOT NORTH OF SOUTH
 JA1323'END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1306 ***********************************************************************
 KA1306  DESIGNATION -  M 182
 KA1306  PID         -  KA1306
 KA1306  STATE/COUNTY-  IL/CRAWFORD
 KA1306  USGS QUAD   -  WEST UNION (1966)
 KA1306
 KA1306                         *CURRENT SURVEY CONTROL
 KA1306  ___________________________________________________________________
 KA1306* NAD 83(1986)-  39 08 40.     (N)    087 40 06.     (W)     SCALED    
 KA1306* NAVD 88     -       139.709  (meters)     458.36   (feet)  ADJUSTED  
 KA1306  ___________________________________________________________________
 KA1306  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KA1306  DYNAMIC HT  -         139.627 (meters)     458.09  (feet)  COMP
 KA1306  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 KA1306
 KA1306  VERT ORDER  -  FIRST     CLASS II
 KA1306
 KA1306.The horizontal coordinates were scaled from a topographic map and have
 KA1306.an estimated accuracy of +/- 6 seconds.
 KA1306
 KA1306.The orthometric height was determined by differential leveling
 KA1306.and adjusted by the National Geodetic Survey in June 1991..
 KA1306
 KA1306.The geoid height was determined by GEOID03.
 KA1306
 KA1306.The dynamic height is computed by dividing the NAVD 88
 KA1306.geopotential number by the normal gravity value computed on the
 KA1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1306.degrees latitude (g = 980.6199 gals.).
 KA1306
 KA1306.The modeled gravity was interpolated from observed gravity values.
 KA1306
 KA1306;                    North         East    Units  Estimated Accuracy
 KA1306;SPC IL E     -   275,220.      357,490.      MT  (+/- 180 meters Scaled)
 KA1306
 KA1306                          SUPERSEDED SURVEY CONTROL
 KA1306
 KA1306  NGVD 29 (??/??/92)  139.834  (m)          458.77   (f) ADJ UNCH    1 2
 KA1306
 KA1306.Superseded values are not recommended for survey control.
 KA1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1306.See file dsdata.txt to determine how the superseded data were derived.
 KA1306
 KA1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ422330(NAD 83)
 KA1306_MARKER: DB = BENCH MARK DISK
 KA1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1306_STAMPING: M 182 1956
 KA1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1306+STABILITY: SURFACE MOTION
 KA1306
 KA1306  HISTORY     - Date     Condition        Report By
 KA1306  HISTORY     - 1956     MONUMENTED       CGS
 KA1306
 KA1306                          STATION DESCRIPTION
 KA1306
 KA1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1306'2.8 MI N FROM HUTSONVILLE.
 KA1306'1.5 MILES NORTH AND 0.15 MILE WEST ALONG A BLACK TOP ROAD FROM
 KA1306'THE SCHOOL AT HUTSONVILLE, ABOUT 1.1 MILES NORTH ALONG A GRAVEL
 KA1306'ROAD, ABOUT 0.2 MILE SOUTH OF JUNCTION OF A ROAD LEADING
 KA1306'NORTHEAST, ABOUT 0.35 MILE NORTH OF A FRAME CHURCH WHICH IS ON
 KA1306'EAST SIDE OF ROAD, 29 FEET WEST OF CENTER LINE OF ROAD, 433 FEET
 KA1306'NORTH OF CENTER OF JUNCTION OF A ROAD WEST, 65 FEET NORTHEAST
 KA1306'OF NORTHEAST CORNER OF WILLIAM L. MUSCRAVE RESIDENCE, 3 FEET
 KA1306'NORTH OF NORTHEAST END OF A SIDE WALK LEADING SOUTHWEST TO HOUSE,
 KA1306'4 FEET NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A FENCE LINE,
 KA1306'ABOUT 2 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 KA1306'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1492 ***********************************************************************
 KA1492  DESIGNATION -  M 183
 KA1492  PID         -  KA1492
 KA1492  STATE/COUNTY-  IL/EDGAR
 KA1492  USGS QUAD   -  PARIS SOUTH (1977)
 KA1492
 KA1492                         *CURRENT SURVEY CONTROL
 KA1492  ___________________________________________________________________
 KA1492* NAD 83(1986)-  39 34 41.     (N)    087 40 06.     (W)     SCALED    
 KA1492* NAVD 88     -       217.416  (meters)     713.31   (feet)  ADJUSTED  
 KA1492  ___________________________________________________________________
 KA1492  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KA1492  DYNAMIC HT  -         217.299 (meters)     712.92  (feet)  COMP
 KA1492  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KA1492
 KA1492  VERT ORDER  -  FIRST     CLASS II
 KA1492
 KA1492.The horizontal coordinates were scaled from a topographic map and have
 KA1492.an estimated accuracy of +/- 6 seconds.
 KA1492
 KA1492.The orthometric height was determined by differential leveling
 KA1492.and adjusted by the National Geodetic Survey in June 1991..
 KA1492
 KA1492.The geoid height was determined by GEOID03.
 KA1492
 KA1492.The dynamic height is computed by dividing the NAVD 88
 KA1492.geopotential number by the normal gravity value computed on the
 KA1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1492.degrees latitude (g = 980.6199 gals.).
 KA1492
 KA1492.The modeled gravity was interpolated from observed gravity values.
 KA1492
 KA1492;                    North         East    Units  Estimated Accuracy
 KA1492;SPC IL E     -   323,360.      357,130.      MT  (+/- 180 meters Scaled)
 KA1492
 KA1492                          SUPERSEDED SURVEY CONTROL
 KA1492
 KA1492  NGVD 29 (??/??/92)  217.510  (m)          713.61   (f) ADJ UNCH    1 2
 KA1492
 KA1492.Superseded values are not recommended for survey control.
 KA1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1492.See file dsdata.txt to determine how the superseded data were derived.
 KA1492
 KA1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ426811(NAD 83)
 KA1492_MARKER: DB = BENCH MARK DISK
 KA1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1492_STAMPING: M 183 1956
 KA1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1492+STABILITY: SURFACE MOTION
 KA1492
 KA1492  HISTORY     - Date     Condition        Report By
 KA1492  HISTORY     - 1956     MONUMENTED       CGS
 KA1492
 KA1492                          STATION DESCRIPTION
 KA1492
 KA1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1492'2.1 MI SE FROM PARIS.
 KA1492'ABOUT 2.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KA1492'THE STATION AT PARIS, AT AN EAST-WEST GRAVEL ROAD CROSSING,
 KA1492'21 1/2 FEET WEST-SOUTHWEST OF NEAR RAIL OF TRACK, 25 FEET
 KA1492'SOUTHWEST OF CENTER OF CROSSING, 19 FEET SOUTH OF CENTER LINE OF
 KA1492'ROAD, 5 FEET SOUTHWEST OF A CROSSING WARNING SIGN, 4 FEET
 KA1492'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE
 KA1492'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF TRACK AND SET
 KA1492'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1478 ***********************************************************************
 KA1478  DESIGNATION -  M 184
 KA1478  PID         -  KA1478
 KA1478  STATE/COUNTY-  IL/DOUGLAS
 KA1478  USGS QUAD   -  BROCTON (1982)
 KA1478
 KA1478                         *CURRENT SURVEY CONTROL
 KA1478  ___________________________________________________________________
 KA1478* NAD 83(1986)-  39 44 09.     (N)    087 59 11.     (W)     SCALED    
 KA1478* NAVD 88     -       204.535  (meters)     671.05   (feet)  ADJUSTED  
 KA1478  ___________________________________________________________________
 KA1478  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KA1478  DYNAMIC HT  -         204.424 (meters)     670.68  (feet)  COMP
 KA1478  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 KA1478
 KA1478  VERT ORDER  -  FIRST     CLASS II
 KA1478
 KA1478.The horizontal coordinates were scaled from a topographic map and have
 KA1478.an estimated accuracy of +/- 6 seconds.
 KA1478
 KA1478.The orthometric height was determined by differential leveling
 KA1478.and adjusted by the National Geodetic Survey in June 1991..
 KA1478
 KA1478.The geoid height was determined by GEOID03.
 KA1478
 KA1478.The dynamic height is computed by dividing the NAVD 88
 KA1478.geopotential number by the normal gravity value computed on the
 KA1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1478.degrees latitude (g = 980.6199 gals.).
 KA1478
 KA1478.The modeled gravity was interpolated from observed gravity values.
 KA1478
 KA1478;                    North         East    Units  Estimated Accuracy
 KA1478;SPC IL E     -   340,730.      329,740.      MT  (+/- 180 meters Scaled)
 KA1478
 KA1478                          SUPERSEDED SURVEY CONTROL
 KA1478
 KA1478  NGVD 29 (??/??/92)  204.614  (m)          671.30   (f) ADJ UNCH    1 2
 KA1478
 KA1478.Superseded values are not recommended for survey control.
 KA1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1478.See file dsdata.txt to determine how the superseded data were derived.
 KA1478
 KA1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ154989(NAD 83)
 KA1478_MARKER: DB = BENCH MARK DISK
 KA1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1478_STAMPING: M 184 1956
 KA1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1478+STABILITY: SURFACE MOTION
 KA1478
 KA1478  HISTORY     - Date     Condition        Report By
 KA1478  HISTORY     - 1956     MONUMENTED       CGS
 KA1478
 KA1478                          STATION DESCRIPTION
 KA1478
 KA1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KA1478'6.6 MI NE FROM OAKLAND.
 KA1478'ABOUT 2.65 MILES NORTHEAST ALONG THE NEW YORK, CHICAGO AND ST.
 KA1478'LOUIS RAILROAD FROM THE STATION AT OAKLAND, THENCE ABOUT 3.95
 KA1478'MILES NORTH ALONG A GRAVEL ROAD, IN SECTION 21, T. 15 N., R. 14
 KA1478'W., AT JUNCTION OF A ROAD WEST, 22 FEET EAST OF CENTER LINE OF
 KA1478'ROAD, 29 FEET SOUTHEAST OF CENTER OF JUNCTION OF ROAD WEST,
 KA1478'33 FEET WEST OF SOUTHWEST CORNER OF A CORN CRIB AND ABOUT IN
 KA1478'LINE WITH EXTENDED SOUTH FACE OF BUILDING, 5 FEET EAST-SOUTHEAST
 KA1478'OF A POWER POLE WITH A BRANCH LINE WEST, 2 FEET EAST OF A WHITE
 KA1478'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN
 KA1478'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1105 ***********************************************************************
 MF1105  DESIGNATION -  M 190
 MF1105  PID         -  MF1105
 MF1105  STATE/COUNTY-  IL/HENRY
 MF1105  USGS QUAD   -  ANNAWAN (1983)
 MF1105
 MF1105                         *CURRENT SURVEY CONTROL
 MF1105  ___________________________________________________________________
 MF1105* NAD 83(1986)-  41 23 41.     (N)    089 58 55.     (W)     SCALED    
 MF1105* NAVD 88     -       195.531  (meters)     641.50   (feet)  ADJUSTED  
 MF1105  ___________________________________________________________________
 MF1105  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MF1105  DYNAMIC HT  -         195.453 (meters)     641.25  (feet)  COMP
 MF1105  MODELED GRAV-     980,221.0   (mgal)                       NAVD 88
 MF1105
 MF1105  VERT ORDER  -  SECOND    CLASS 0
 MF1105
 MF1105.The horizontal coordinates were scaled from a topographic map and have
 MF1105.an estimated accuracy of +/- 6 seconds.
 MF1105
 MF1105.The orthometric height was determined by differential leveling
 MF1105.and adjusted by the National Geodetic Survey in June 1991..
 MF1105
 MF1105.The geoid height was determined by GEOID03.
 MF1105
 MF1105.The dynamic height is computed by dividing the NAVD 88
 MF1105.geopotential number by the normal gravity value computed on the
 MF1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1105.degrees latitude (g = 980.6199 gals.).
 MF1105
 MF1105.The modeled gravity was interpolated from observed gravity values.
 MF1105
 MF1105;                    North         East    Units  Estimated Accuracy
 MF1105;SPC IL W     -   524,880.      715,450.      MT  (+/- 180 meters Scaled)
 MF1105
 MF1105                          SUPERSEDED SURVEY CONTROL
 MF1105
 MF1105  NGVD 29 (??/??/92)  195.596  (m)          641.72   (f) ADJ UNCH    2 0
 MF1105
 MF1105.Superseded values are not recommended for survey control.
 MF1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1105.See file dsdata.txt to determine how the superseded data were derived.
 MF1105
 MF1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL507868(NAD 83)
 MF1105_MARKER: DB = BENCH MARK DISK
 MF1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF1105_STAMPING: M 190 1959
 MF1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1105+STABILITY: SURFACE MOTION
 MF1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF1105+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 MF1105
 MF1105  HISTORY     - Date     Condition        Report By
 MF1105  HISTORY     - 1959     MONUMENTED       CGS
 MF1105  HISTORY     - 19960809 GOOD             USPSQD
 MF1105  HISTORY     - 20010919 GOOD             USPSQD
 MF1105  HISTORY     - 20040303 GOOD             USPSQD
 MF1105
 MF1105                          STATION DESCRIPTION
 MF1105
 MF1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF1105'4.4 MI SE FROM ATKINSON.
 MF1105'ABOUT 1.7 MILES SOUTH ALONG BLACKTOP ROAD FROM THE ATKINSON
 MF1105'HIGH SCHOOL AT ATKINSON, THENCE 2.15 MILES EAST ALONG A GRAVEL
 MF1105'ROAD, THENCE 0.6 MILES NORTH ALONG A GRAVEL ROAD, AT A JUNCTION
 MF1105'OF GRAVEL ROAD EAST, 23.4 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MF1105'30.3 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD EAST,
 MF1105'38.6 FEET SOUTHEAST OF THE CENTERLINE OF THE JUNCTION, 3.0
 MF1105'FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 1.8 FEET WEST OF THE
 MF1105'FENCE LINE, 2.3 FEET EAST OF A METAL WITNESS POST, ABOUT 2
 MF1105'FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 MF1105'POST PROJECTING 2 INCHES.  NOTE-- THE MARK MAY BE REACHED FROM
 MF1105'ATKINSON, HENRY COUNTY, BY GOING EAST FOR 1.8 MILES ALONG
 MF1105'U.S. HIGHWAY 6 FROM THE PUBLIC GRADE SCHOOL BUILDING AT ATKINSON,
 MF1105'THENCE 1.3 MILES SOUTH ALONG A GRAVEL ROAD.
 MF1105
 MF1105                          STATION RECOVERY (1996)
 MF1105
 MF1105'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF1105'RECOVERED IN GOOD CONDITION.
 MF1105
 MF1105                          STATION RECOVERY (2001)
 MF1105
 MF1105'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF1105'RECOVERED IN GOOD CONDITION.
 MF1105
 MF1105                          STATION RECOVERY (2004)
 MF1105
 MF1105'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0999 ***********************************************************************
 MF0999  DESIGNATION -  M 191
 MF0999  PID         -  MF0999
 MF0999  STATE/COUNTY-  IL/BUREAU
 MF0999  USGS QUAD   -  BUDA (1983)
 MF0999
 MF0999                         *CURRENT SURVEY CONTROL
 MF0999  ___________________________________________________________________
 MF0999* NAD 83(1986)-  41 21 33.     (N)    089 43 57.     (W)     SCALED    
 MF0999* NAVD 88     -       213.437  (meters)     700.25   (feet)  ADJUSTED  
 MF0999  ___________________________________________________________________
 MF0999  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MF0999  DYNAMIC HT  -         213.350 (meters)     699.97  (feet)  COMP
 MF0999  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 MF0999
 MF0999  VERT ORDER  -  SECOND    CLASS 0
 MF0999
 MF0999.The horizontal coordinates were scaled from a topographic map and have
 MF0999.an estimated accuracy of +/- 6 seconds.
 MF0999
 MF0999.The orthometric height was determined by differential leveling
 MF0999.and adjusted by the National Geodetic Survey in June 1991..
 MF0999
 MF0999.The geoid height was determined by GEOID03.
 MF0999
 MF0999.The dynamic height is computed by dividing the NAVD 88
 MF0999.geopotential number by the normal gravity value computed on the
 MF0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0999.degrees latitude (g = 980.6199 gals.).
 MF0999
 MF0999.The modeled gravity was interpolated from observed gravity values.
 MF0999
 MF0999;                    North         East    Units  Estimated Accuracy
 MF0999;SPC IL W     -   521,000.      736,330.      MT  (+/- 180 meters Scaled)
 MF0999
 MF0999                          SUPERSEDED SURVEY CONTROL
 MF0999
 MF0999  NGVD 29 (??/??/92)  213.515  (m)          700.51   (f) ADJ UNCH    2 0
 MF0999
 MF0999.Superseded values are not recommended for survey control.
 MF0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0999.See file dsdata.txt to determine how the superseded data were derived.
 MF0999
 MF0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL714822(NAD 83)
 MF0999_MARKER: DB = BENCH MARK DISK
 MF0999_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0999_SP_SET: ABUTMENT
 MF0999_STAMPING: M 191 1959
 MF0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0999
 MF0999  HISTORY     - Date     Condition        Report By
 MF0999  HISTORY     - 1959     MONUMENTED       CGS
 MF0999  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 MF0999  HISTORY     - 20010502 MARK NOT FOUND   USPSQD
 MF0999
 MF0999                          STATION DESCRIPTION
 MF0999
 MF0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0999'AT SHEFFIELD.
 MF0999'AT SHEFFIELD, SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT
 MF0999'OF THE U.S. HIGHWAY 6 OVERPASS OVER THE CHICAGO, ROCK ISLAND
 MF0999'AND PACIFIC RAILWAY, 18 FEET EAST OF THE CENTER LINE OF THE
 MF0999'HIGHWAY, 6 INCHES WEST OF THE NORTH END OF THE STEEL RAILING
 MF0999'OF THE PEDESTRIAN WALK, ABOUT LEVEL WITH THE HIGHWAY.
 MF0999
 MF0999                          STATION RECOVERY (1995)
 MF0999
 MF0999'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0999'MARK NOT FOUND.
 MF0999
 MF0999                          STATION RECOVERY (2001)
 MF0999
 MF0999'RECOVERY NOTE BY US POWER SQUADRON 2001
 MF0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0926 ***********************************************************************
 MF0926  DESIGNATION -  M 192
 MF0926  PID         -  MF0926
 MF0926  STATE/COUNTY-  IL/BUREAU
 MF0926  USGS QUAD   -  PRINCETON NORTH (1979)
 MF0926
 MF0926                         *CURRENT SURVEY CONTROL
 MF0926  ___________________________________________________________________
 MF0926* NAD 83(1986)-  41 24 24.     (N)    089 28 14.     (W)     SCALED    
 MF0926* NAVD 88     -       208.164  (meters)     682.95   (feet)  ADJUSTED  
 MF0926  ___________________________________________________________________
 MF0926  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MF0926  DYNAMIC HT  -         208.079 (meters)     682.67  (feet)  COMP
 MF0926  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 MF0926
 MF0926  VERT ORDER  -  SECOND    CLASS 0
 MF0926
 MF0926.The horizontal coordinates were scaled from a topographic map and have
 MF0926.an estimated accuracy of +/- 6 seconds.
 MF0926
 MF0926.The orthometric height was determined by differential leveling
 MF0926.and adjusted by the National Geodetic Survey in June 1991..
 MF0926
 MF0926.The geoid height was determined by GEOID03.
 MF0926
 MF0926.The dynamic height is computed by dividing the NAVD 88
 MF0926.geopotential number by the normal gravity value computed on the
 MF0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0926.degrees latitude (g = 980.6199 gals.).
 MF0926
 MF0926.The modeled gravity was interpolated from observed gravity values.
 MF0926
 MF0926;                    North         East    Units  Estimated Accuracy
 MF0926;SPC IL W     -   526,420.      758,200.      MT  (+/- 180 meters Scaled)
 MF0926
 MF0926                          SUPERSEDED SURVEY CONTROL
 MF0926
 MF0926  NGVD 29 (??/??/92)  208.241  (m)          683.20   (f) ADJ UNCH    2 0
 MF0926
 MF0926.Superseded values are not recommended for survey control.
 MF0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0926.See file dsdata.txt to determine how the superseded data were derived.
 MF0926
 MF0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL934868(NAD 83)
 MF0926_MARKER: DB = BENCH MARK DISK
 MF0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0926_SP_SET: CULVERT
 MF0926_STAMPING: M 192 1959
 MF0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0926+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 MF0926
 MF0926  HISTORY     - Date     Condition        Report By
 MF0926  HISTORY     - 1959     MONUMENTED       CGS
 MF0926  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 MF0926  HISTORY     - 20010425 GOOD             USPSQD
 MF0926  HISTORY     - 20051005 GOOD             USPSQD
 MF0926
 MF0926                          STATION DESCRIPTION
 MF0926
 MF0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MF0926'2.4 MI N FROM PRINCETON.
 MF0926'ABOUT 2.4 MILES NORTH ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 MF0926'AT PRINCETON, SET IN THE TOP OF THE SOUTH END OF THE WEST
 MF0926'HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT, 18 FEET WEST OF THE
 MF0926'CENTER LINE OF THE ROAD, 35 FEET NORTHEAST OF THE NORTH END OF
 MF0926'A BOARD GATE, 24 FEET SOUTHEAST OF TELEPHONE POLE, ABOUT 1 FOOT
 MF0926'ABOVE THE LEVEL OF THE HIGHWAY.
 MF0926
 MF0926                          STATION RECOVERY (1996)
 MF0926
 MF0926'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0926'MARK NOT FOUND.
 MF0926
 MF0926                          STATION RECOVERY (2001)
 MF0926
 MF0926'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0926'RECOVERED IN GOOD CONDITION.
 MF0926
 MF0926                          STATION RECOVERY (2005)
 MF0926
 MF0926'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0926'STATION DESIGNATION IS M 192 RESET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0812 ***********************************************************************
 MF0812  DESIGNATION -  M 193
 MF0812  PID         -  MF0812
 MF0812  STATE/COUNTY-  IL/BUREAU
 MF0812  USGS QUAD   -  DEPUE (1979)
 MF0812
 MF0812                         *CURRENT SURVEY CONTROL
 MF0812  ___________________________________________________________________
 MF0812* NAD 83(1986)-  41 19 33.     (N)    089 17 47.     (W)     SCALED    
 MF0812* NAVD 88     -       141.210  (meters)     463.29   (feet)  ADJUSTED  
 MF0812  ___________________________________________________________________
 MF0812  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MF0812  DYNAMIC HT  -         141.153 (meters)     463.10  (feet)  COMP
 MF0812  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 MF0812
 MF0812  VERT ORDER  -  FIRST     CLASS II
 MF0812
 MF0812.The horizontal coordinates were scaled from a topographic map and have
 MF0812.an estimated accuracy of +/- 6 seconds.
 MF0812
 MF0812.The orthometric height was determined by differential leveling
 MF0812.and adjusted by the National Geodetic Survey in June 1991..
 MF0812
 MF0812.The geoid height was determined by GEOID03.
 MF0812
 MF0812.The dynamic height is computed by dividing the NAVD 88
 MF0812.geopotential number by the normal gravity value computed on the
 MF0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0812.degrees latitude (g = 980.6199 gals.).
 MF0812
 MF0812.The modeled gravity was interpolated from observed gravity values.
 MF0812
 MF0812;                    North         East    Units  Estimated Accuracy
 MF0812;SPC IL W     -   517,580.      772,860.      MT  (+/- 180 meters Scaled)
 MF0812
 MF0812                          SUPERSEDED SURVEY CONTROL
 MF0812
 MF0812  NGVD 29 (??/??/92)  141.275  (m)          463.50   (f) ADJ UNCH    1 2
 MF0812
 MF0812.Superseded values are not recommended for survey control.
 MF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0812.See file dsdata.txt to determine how the superseded data were derived.
 MF0812
 MF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL078774(NAD 83)
 MF0812_MARKER: DR = REFERENCE MARK DISK
 MF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0812_STAMPING: M 193 1959
 MF0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0812+STABILITY: SURFACE MOTION
 MF0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0812+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 MF0812
 MF0812  HISTORY     - Date     Condition        Report By
 MF0812  HISTORY     - 1959     MONUMENTED       CGS
 MF0812  HISTORY     - 1960     GOOD             NGS
 MF0812  HISTORY     - 19960316 GOOD             USPSQD
 MF0812  HISTORY     - 20010606 GOOD             USPSQD
 MF0812  HISTORY     - 20050705 POOR             USPSQD
 MF0812
 MF0812                          STATION DESCRIPTION
 MF0812
 MF0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MF0812'0.4 MI E FROM DEPUE.
 MF0812'ABOUT 0.45 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF0812'RAILROAD FROM THE STATION AT DEPUE, 0.45 MILE WEST OF MILEPOST 109,
 MF0812'0.2 MILE WEST ALONG A BLACK TOP ROAD FROM AN OVERPASS OVER A SPUR
 MF0812'RAILROAD TRACK AND IS BETWEEN THE ROAD AND TRACK, 91 FEET NORTH
 MF0812'OF AND ACROSS TWO SIDE TRACKS FROM THE NORTH RAIL OF THE NORTH
 MF0812'MAIN TRACK, 23 FEET SOUTH OF CENTER LINE OF ROAD, 55 FEET
 MF0812'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SIGNAL CONTROL BOX,
 MF0812'4 1/2 FEET SOUTHWEST OF A BRACE POLE FOR A POWER POLE WITH A
 MF0812'STREET LIGHT, 2 1/2 FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL
 MF0812'WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MF0812
 MF0812                          STATION RECOVERY (1996)
 MF0812
 MF0812'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0812'RECOVERED IN GOOD CONDITION.
 MF0812
 MF0812                          STATION RECOVERY (2001)
 MF0812
 MF0812'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0812'RECOVERED IN GOOD CONDITION.
 MF0812
 MF0812                          STATION RECOVERY (2005)
 MF0812
 MF0812'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF0812'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0171 ***********************************************************************
 MG0171  DESIGNATION -  M 194
 MG0171  PID         -  MG0171
 MG0171  STATE/COUNTY-  IL/HENRY
 MG0171  USGS QUAD   -  ANDOVER (1991)
 MG0171
 MG0171                         *CURRENT SURVEY CONTROL
 MG0171  ___________________________________________________________________
 MG0171* NAD 83(1986)-  41 19 05.     (N)    090 19 09.     (W)     SCALED    
 MG0171* NAVD 88     -       216.112  (meters)     709.03   (feet)  ADJUSTED  
 MG0171  ___________________________________________________________________
 MG0171  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0171  DYNAMIC HT  -         216.025 (meters)     708.74  (feet)  COMP
 MG0171  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 MG0171
 MG0171  VERT ORDER  -  SECOND    CLASS 0
 MG0171
 MG0171.The horizontal coordinates were scaled from a topographic map and have
 MG0171.an estimated accuracy of +/- 6 seconds.
 MG0171
 MG0171.The orthometric height was determined by differential leveling
 MG0171.and adjusted by the National Geodetic Survey in June 1991..
 MG0171
 MG0171.The geoid height was determined by GEOID03.
 MG0171
 MG0171.The dynamic height is computed by dividing the NAVD 88
 MG0171.geopotential number by the normal gravity value computed on the
 MG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0171.degrees latitude (g = 980.6199 gals.).
 MG0171
 MG0171.The modeled gravity was interpolated from observed gravity values.
 MG0171
 MG0171;                    North         East    Units  Estimated Accuracy
 MG0171;SPC IL W     -   516,360.      687,230.      MT  (+/- 180 meters Scaled)
 MG0171
 MG0171                          SUPERSEDED SURVEY CONTROL
 MG0171
 MG0171  NGVD 29 (??/??/92)  216.182  (m)          709.26   (f) ADJ UNCH    2 0
 MG0171
 MG0171.Superseded values are not recommended for survey control.
 MG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0171.See file dsdata.txt to determine how the superseded data were derived.
 MG0171
 MG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF243775(NAD 83)
 MG0171_MARKER: DB = BENCH MARK DISK
 MG0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MG0171_SP_SET: BRIDGE
 MG0171_STAMPING: M 194 1959
 MG0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MG0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MG0171+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2001
 MG0171
 MG0171  HISTORY     - Date     Condition        Report By
 MG0171  HISTORY     - 1959     MONUMENTED       CGS
 MG0171  HISTORY     - 19960715 GOOD             USPSQD
 MG0171  HISTORY     - 20011026 GOOD             USPSQD
 MG0171  HISTORY     - 20040616 GOOD             USPSQD
 MG0171
 MG0171                          STATION DESCRIPTION
 MG0171
 MG0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0171'2.9 MI NW FROM ANDOVER.
 MG0171'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 81 FROM THE POST OFFICE
 MG0171'AT ANDOVER, THENCE 1.6 MILES NORTH ALONG AN OILED ROAD, SET IN
 MG0171'THE TOP OF THE SOUTHEAST END OF THE WINGWALL AT THE NORTHWEST
 MG0171'CORNER OF A 30-FOOT STEEL BRIDGE, 7 FEET WEST OF THE CENTER LINE
 MG0171'OF THE ROAD, 2 FEET NORTH-NORTHWEST OF THE NORTH END OF THE STEEL
 MG0171'SPAN, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 MG0171
 MG0171                          STATION RECOVERY (1996)
 MG0171
 MG0171'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0171'RECOVERED IN GOOD CONDITION.
 MG0171
 MG0171                          STATION RECOVERY (2001)
 MG0171
 MG0171'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0171'RECOVERED IN GOOD CONDITION.
 MG0171
 MG0171                          STATION RECOVERY (2004)
 MG0171
 MG0171'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0237 ***********************************************************************
 MG0237  DESIGNATION -  M 195
 MG0237  PID         -  MG0237
 MG0237  STATE/COUNTY-  IL/KNOX
 MG0237  USGS QUAD   -  WATAGA (1982)
 MG0237
 MG0237                         *CURRENT SURVEY CONTROL
 MG0237  ___________________________________________________________________
 MG0237* NAD 83(1986)-  41 05 36.     (N)    090 20 18.     (W)     SCALED    
 MG0237* NAVD 88     -       236.522  (meters)     775.99   (feet)  ADJUSTED  
 MG0237  ___________________________________________________________________
 MG0237  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MG0237  DYNAMIC HT  -         236.421 (meters)     775.66  (feet)  COMP
 MG0237  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 MG0237
 MG0237  VERT ORDER  -  SECOND    CLASS 0
 MG0237
 MG0237.The horizontal coordinates were scaled from a topographic map and have
 MG0237.an estimated accuracy of +/- 6 seconds.
 MG0237
 MG0237.The orthometric height was determined by differential leveling
 MG0237.and adjusted by the National Geodetic Survey in June 1991..
 MG0237
 MG0237.The geoid height was determined by GEOID03.
 MG0237
 MG0237.The dynamic height is computed by dividing the NAVD 88
 MG0237.geopotential number by the normal gravity value computed on the
 MG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0237.degrees latitude (g = 980.6199 gals.).
 MG0237
 MG0237.The modeled gravity was interpolated from observed gravity values.
 MG0237
 MG0237;                    North         East    Units  Estimated Accuracy
 MG0237;SPC IL W     -   491,400.      685,580.      MT  (+/- 180 meters Scaled)
 MG0237
 MG0237                          SUPERSEDED SURVEY CONTROL
 MG0237
 MG0237  NGVD 29 (??/??/92)  236.577  (m)          776.17   (f) ADJ UNCH    2 0
 MG0237
 MG0237.Superseded values are not recommended for survey control.
 MG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0237.See file dsdata.txt to determine how the superseded data were derived.
 MG0237
 MG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF235525(NAD 83)
 MG0237_MARKER: DB = BENCH MARK DISK
 MG0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0237_SP_SET: CATCH BASIN
 MG0237_STAMPING: M 195 1959
 MG0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0237
 MG0237  HISTORY     - Date     Condition        Report By
 MG0237  HISTORY     - 1959     MONUMENTED       CGS
 MG0237  HISTORY     - 19971124 GOOD             USPSQD
 MG0237
 MG0237                          STATION DESCRIPTION
 MG0237
 MG0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MG0237'7.2 MI S FROM WOODHULL.
 MG0237'ABOUT 0.4 MILES WEST ALONG STATE HIGHWAY 17 FROM THE CITY WATER
 MG0237'TANK AT WOODHULL, THENCE 6.0 MILES SOUTH ALONG A DIRT AND GRAVEL
 MG0237'ROAD, THENCE 0.8 MILES WEST ALONG A GRAVEL ROAD, SET IN THE TOP
 MG0237'AND AT THE CENTER OF THE EAST SIDE OF A 6-FOOT BY 12-FOOT
 MG0237'CONCRETE CARCH BASIN, 15 FEET NORTH OF THE CENTER LINE OF THE
 MG0237'ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
 MG0237
 MG0237                          STATION RECOVERY (1997)
 MG0237
 MG0237'RECOVERY NOTE BY US POWER SQUADRON 1997
 MG0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0123 ***********************************************************************
 LD0123  DESIGNATION -  M 196
 LD0123  PID         -  LD0123
 LD0123  STATE/COUNTY-  IL/KNOX
 LD0123  USGS QUAD   -  APPLETON (1982)
 LD0123
 LD0123                         *CURRENT SURVEY CONTROL
 LD0123  ___________________________________________________________________
 LD0123* NAD 83(1986)-  40 54 38.     (N)    090 12 43.     (W)     SCALED    
 LD0123* NAVD 88     -       222.426  (meters)     729.74   (feet)  ADJUSTED  
 LD0123  ___________________________________________________________________
 LD0123  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LD0123  DYNAMIC HT  -         222.327 (meters)     729.42  (feet)  COMP
 LD0123  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LD0123
 LD0123  VERT ORDER  -  SECOND    CLASS 0
 LD0123
 LD0123.The horizontal coordinates were scaled from a topographic map and have
 LD0123.an estimated accuracy of +/- 6 seconds.
 LD0123
 LD0123.The orthometric height was determined by differential leveling
 LD0123.and adjusted by the National Geodetic Survey in June 1991..
 LD0123
 LD0123.The geoid height was determined by GEOID03.
 LD0123
 LD0123.The dynamic height is computed by dividing the NAVD 88
 LD0123.geopotential number by the normal gravity value computed on the
 LD0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0123.degrees latitude (g = 980.6199 gals.).
 LD0123
 LD0123.The modeled gravity was interpolated from observed gravity values.
 LD0123
 LD0123;                    North         East    Units  Estimated Accuracy
 LD0123;SPC IL W     -   471,090.      696,190.      MT  (+/- 180 meters Scaled)
 LD0123
 LD0123                          SUPERSEDED SURVEY CONTROL
 LD0123
 LD0123  NGVD 29 (??/??/92)  222.489  (m)          729.95   (f) ADJ UNCH    2 0
 LD0123
 LD0123.Superseded values are not recommended for survey control.
 LD0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0123.See file dsdata.txt to determine how the superseded data were derived.
 LD0123
 LD0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF348325(NAD 83)
 LD0123_MARKER: DB = BENCH MARK DISK
 LD0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0123_SP_SET: CULVERT
 LD0123_STAMPING: M 196 1959
 LD0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0123
 LD0123  HISTORY     - Date     Condition        Report By
 LD0123  HISTORY     - 1959     MONUMENTED       CGS
 LD0123  HISTORY     - 1977     MARK NOT FOUND   USGS
 LD0123  HISTORY     - 19971107 MARK NOT FOUND   USPSQD
 LD0123
 LD0123                          STATION DESCRIPTION
 LD0123
 LD0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LD0123'3.6 MI E FROM KNOXVILLE.
 LD0123'ABOUT 3.65 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE POST OFFICE
 LD0123'AT KNOXVILLE, AT THE JUNCTION OF A GRAVEL ROAD SOUTH, SET IN
 LD0123'THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A 3-FOOT
 LD0123'CONCRETE BOX CULVERT, 21 FEET NORTH OF THE CENTER LINE OF THE
 LD0123'HIGHWAY, 2 FEET EAST OF THE WEST END OF THE HEADWALL, ABOUT 1/2
 LD0123'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LD0123
 LD0123                          STATION RECOVERY (1977)
 LD0123
 LD0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LD0123'MARK NOT FOUND.
 LD0123
 LD0123                          STATION RECOVERY (1997)
 LD0123
 LD0123'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1443 ***********************************************************************
 LC1443  DESIGNATION -  M 197
 LC1443  PID         -  LC1443
 LC1443  STATE/COUNTY-  IL/PEORIA
 LC1443  USGS QUAD   -  OAK HILL (1997)
 LC1443
 LC1443                         *CURRENT SURVEY CONTROL
 LC1443  ___________________________________________________________________
 LC1443* NAD 83(1986)-  40 49 06.     (N)    089 51 04.     (W)     SCALED    
 LC1443* NAVD 88     -       206.685  (meters)     678.10   (feet)  ADJUSTED  
 LC1443  ___________________________________________________________________
 LC1443  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LC1443  DYNAMIC HT  -         206.591 (meters)     677.79  (feet)  COMP
 LC1443  MODELED GRAV-     980,165.3   (mgal)                       NAVD 88
 LC1443
 LC1443  VERT ORDER  -  SECOND    CLASS 0
 LC1443
 LC1443.The horizontal coordinates were scaled from a topographic map and have
 LC1443.an estimated accuracy of +/- 6 seconds.
 LC1443
 LC1443.The orthometric height was determined by differential leveling
 LC1443.and adjusted by the National Geodetic Survey in June 1991..
 LC1443
 LC1443.The geoid height was determined by GEOID03.
 LC1443
 LC1443.The dynamic height is computed by dividing the NAVD 88
 LC1443.geopotential number by the normal gravity value computed on the
 LC1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1443.degrees latitude (g = 980.6199 gals.).
 LC1443
 LC1443.The modeled gravity was interpolated from observed gravity values.
 LC1443
 LC1443;                    North         East    Units  Estimated Accuracy
 LC1443;SPC IL W     -   460,900.      726,620.      MT  (+/- 180 meters Scaled)
 LC1443
 LC1443                          SUPERSEDED SURVEY CONTROL
 LC1443
 LC1443  NGVD 29 (??/??/92)  206.768  (m)          678.37   (f) ADJ UNCH    2 0
 LC1443
 LC1443.Superseded values are not recommended for survey control.
 LC1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1443.See file dsdata.txt to determine how the superseded data were derived.
 LC1443
 LC1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL595225(NAD 83)
 LC1443_MARKER: DB = BENCH MARK DISK
 LC1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1443_STAMPING: M 197 1959
 LC1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1443+STABILITY: SURFACE MOTION
 LC1443
 LC1443  HISTORY     - Date     Condition        Report By
 LC1443  HISTORY     - 1959     MONUMENTED       CGS
 LC1443  HISTORY     - 19981214 GOOD             USPSQD
 LC1443
 LC1443                          STATION DESCRIPTION
 LC1443
 LC1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1443'2.3 MI SE FROM BRIMFIELD.
 LC1443'ABOUT 1.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 150 FROM THE FIRE
 LC1443'STATION AT BRIMFIELD, THENCE 0.35 MILES SOUTH ALONG A GRAVEL ROAD,
 LC1443'28 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A
 LC1443'FENCE, 23 1/2 FEET SOUTH OF A FENCE CORNER, 9 FEET SOUTH OF THE
 LC1443'SOUTH END OF A BOARD GATE, 26 FEET NORTH OF A METAL WITNESS POST,
 LC1443'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 LC1443'CONCRETE POST PROJECTING 4 INCHES.
 LC1443
 LC1443                          STATION RECOVERY (1998)
 LC1443
 LC1443'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1482 ***********************************************************************
 LC1482  DESIGNATION -  M 198
 LC1482  PID         -  LC1482
 LC1482  STATE/COUNTY-  IL/PEORIA
 LC1482  USGS QUAD   -  DUNLAP (1996)
 LC1482
 LC1482                         *CURRENT SURVEY CONTROL
 LC1482  ___________________________________________________________________
 LC1482* NAD 83(1986)-  40 45 17.     (N)    089 42 32.     (W)     SCALED    
 LC1482* NAVD 88     -       191.386  (meters)     627.91   (feet)  ADJUSTED  
 LC1482  ___________________________________________________________________
 LC1482  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LC1482  DYNAMIC HT  -         191.299 (meters)     627.62  (feet)  COMP
 LC1482  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 LC1482
 LC1482  VERT ORDER  -  SECOND    CLASS 0
 LC1482
 LC1482.The horizontal coordinates were scaled from a topographic map and have
 LC1482.an estimated accuracy of +/- 6 seconds.
 LC1482
 LC1482.The orthometric height was determined by differential leveling
 LC1482.and adjusted by the National Geodetic Survey in June 1991..
 LC1482
 LC1482.The geoid height was determined by GEOID03.
 LC1482
 LC1482.The dynamic height is computed by dividing the NAVD 88
 LC1482.geopotential number by the normal gravity value computed on the
 LC1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1482.degrees latitude (g = 980.6199 gals.).
 LC1482
 LC1482.The modeled gravity was interpolated from observed gravity values.
 LC1482
 LC1482;                    North         East    Units  Estimated Accuracy
 LC1482;SPC IL W     -   453,890.      738,660.      MT  (+/- 180 meters Scaled)
 LC1482
 LC1482                          SUPERSEDED SURVEY CONTROL
 LC1482
 LC1482  NGVD 29 (??/??/92)  191.470  (m)          628.18   (f) ADJ UNCH    2 0
 LC1482
 LC1482.Superseded values are not recommended for survey control.
 LC1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1482.See file dsdata.txt to determine how the superseded data were derived.
 LC1482
 LC1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL713150(NAD 83)
 LC1482_MARKER: DB = BENCH MARK DISK
 LC1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1482_STAMPING: M 198 1959
 LC1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1482+STABILITY: SURFACE MOTION
 LC1482
 LC1482  HISTORY     - Date     Condition        Report By
 LC1482  HISTORY     - 1959     MONUMENTED       CGS
 LC1482  HISTORY     - 19981214 MARK NOT FOUND   USPSQD
 LC1482
 LC1482                          STATION DESCRIPTION
 LC1482
 LC1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC1482'4 MI SE FROM KICKAPOO.
 LC1482'ABOUT 2.15 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NORTHWEST
 LC1482'CORNER OF THE CITY PARK AT KICKAPOO, THENCE 1.8 MILES SOUTH ALONG
 LC1482'A GRAVEL ROAD, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 2
 LC1482'FEET WEST OF A FENCE, 47 FEET SOUTH OF THE SOUTH END OF A BOARD
 LC1482'GATE, 77 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, 3.0 FEET
 LC1482'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 LC1482'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LC1482'GROUND.
 LC1482
 LC1482                          STATION RECOVERY (1998)
 LC1482
 LC1482'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC1482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0956 ***********************************************************************
 LC0956  DESIGNATION -  M 199
 LC0956  PID         -  LC0956
 LC0956  STATE/COUNTY-  IL/MCLEAN
 LC0956  USGS QUAD   -  DANVERS (1970)
 LC0956
 LC0956                         *CURRENT SURVEY CONTROL
 LC0956  ___________________________________________________________________
 LC0956* NAD 83(1986)-  40 35 30.     (N)    089 09 18.     (W)     SCALED    
 LC0956* NAVD 88     -       233.807  (meters)     767.08   (feet)  ADJUSTED  
 LC0956  ___________________________________________________________________
 LC0956  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LC0956  DYNAMIC HT  -         233.700 (meters)     766.73  (feet)  COMP
 LC0956  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 LC0956
 LC0956  VERT ORDER  -  SECOND    CLASS 0
 LC0956
 LC0956.The horizontal coordinates were scaled from a topographic map and have
 LC0956.an estimated accuracy of +/- 6 seconds.
 LC0956
 LC0956.The orthometric height was determined by differential leveling
 LC0956.and adjusted by the National Geodetic Survey in June 1991..
 LC0956
 LC0956.The geoid height was determined by GEOID03.
 LC0956
 LC0956.The dynamic height is computed by dividing the NAVD 88
 LC0956.geopotential number by the normal gravity value computed on the
 LC0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0956.degrees latitude (g = 980.6199 gals.).
 LC0956
 LC0956.The modeled gravity was interpolated from observed gravity values.
 LC0956
 LC0956;                    North         East    Units  Estimated Accuracy
 LC0956;SPC IL E     -   436,020.      230,450.      MT  (+/- 180 meters Scaled)
 LC0956
 LC0956                          SUPERSEDED SURVEY CONTROL
 LC0956
 LC0956  NGVD 29 (??/??/92)  233.873  (m)          767.30   (f) ADJ UNCH    2 0
 LC0956
 LC0956.Superseded values are not recommended for survey control.
 LC0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0956.See file dsdata.txt to determine how the superseded data were derived.
 LC0956
 LC0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK176956(NAD 83)
 LC0956_MARKER: DB = BENCH MARK DISK
 LC0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0956_STAMPING: M 199 1959
 LC0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0956+STABILITY: SURFACE MOTION
 LC0956
 LC0956  HISTORY     - Date     Condition        Report By
 LC0956  HISTORY     - 1959     MONUMENTED       CGS
 LC0956  HISTORY     - 1988     GOOD             USPSQD
 LC0956
 LC0956                          STATION DESCRIPTION
 LC0956
 LC0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0956'1.8 MI NW FROM CARLOCK.
 LC0956'ABOUT 1.1 MILES WEST ALONG AN ASPHALT ROAD FROM THE CHICAGO AND
 LC0956'ST. LOUIS RAILROAD STATION AT CARLOCK, THENCE 0.65 MILE NORTH
 LC0956'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A DRIVEWAY WEST TO A
 LC0956'FARM HOUSE, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 1/2
 LC0956'FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 15 FEET NORTH
 LC0956'OF A POWER POLE WITH A TRANSFORMER, 1 1/2 FEET EAST OF A FENCE,
 LC0956'9 FEET SOUTH OF A FENCE CORNER, 1.9 FEET NORTHEAST OF A METAL
 LC0956'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, SET
 LC0956'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 LC0956
 LC0956                          STATION RECOVERY (1988)
 LC0956
 LC0956'RECOVERY NOTE BY US POWER SQUADRON 1988 (GI)
 LC0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0034 ***********************************************************************
 MF0034  DESIGNATION -  M 20
 MF0034  PID         -  MF0034
 MF0034  STATE/COUNTY-  IL/KENDALL
 MF0034  USGS QUAD   -  PLATTVILLE (1993)
 MF0034
 MF0034                         *CURRENT SURVEY CONTROL
 MF0034  ___________________________________________________________________
 MF0034* NAD 83(1986)-  41 31 55.     (N)    088 26 01.     (W)     SCALED    
 MF0034* NAVD 88     -       200.794  (meters)     658.77   (feet)  ADJUSTED  
 MF0034  ___________________________________________________________________
 MF0034  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0034  DYNAMIC HT  -         200.719 (meters)     658.53  (feet)  COMP
 MF0034  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 MF0034
 MF0034  VERT ORDER  -  SECOND    CLASS 0
 MF0034
 MF0034.The horizontal coordinates were scaled from a topographic map and have
 MF0034.an estimated accuracy of +/- 6 seconds.
 MF0034
 MF0034.The orthometric height was determined by differential leveling
 MF0034.and adjusted by the National Geodetic Survey in June 1991..
 MF0034
 MF0034.The geoid height was determined by GEOID03.
 MF0034
 MF0034.The dynamic height is computed by dividing the NAVD 88
 MF0034.geopotential number by the normal gravity value computed on the
 MF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0034.degrees latitude (g = 980.6199 gals.).
 MF0034
 MF0034.The modeled gravity was interpolated from observed gravity values.
 MF0034
 MF0034;                    North         East    Units  Estimated Accuracy
 MF0034;SPC IL E     -   540,120.      291,630.      MT  (+/- 180 meters Scaled)
 MF0034
 MF0034                          SUPERSEDED SURVEY CONTROL
 MF0034
 MF0034  NGVD 29 (??/??/92)  200.868  (m)          659.01   (f) ADJ UNCH    2 0
 MF0034
 MF0034.Superseded values are not recommended for survey control.
 MF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0034.See file dsdata.txt to determine how the superseded data were derived.
 MF0034
 MF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL804988(NAD 83)
 MF0034_MARKER: DB = BENCH MARK DISK
 MF0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0034_STAMPING: M 20 1934
 MF0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0034+STABILITY: SURFACE MOTION
 MF0034
 MF0034  HISTORY     - Date     Condition        Report By
 MF0034  HISTORY     - 1934     MONUMENTED       CGS
 MF0034  HISTORY     - 1989     GOOD             USPSQD
 MF0034  HISTORY     - 1989     GOOD             USPSQD
 MF0034  HISTORY     - 20010331 GOOD             NGS
 MF0034
 MF0034                          STATION DESCRIPTION
 MF0034
 MF0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0034'7.6 MI S FROM YORKVILLE.
 MF0034'7.6 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE COUNTY COURTHOUSE
 MF0034'AT YORKVILLE, KENDALL COUNTY, AT A ROAD JUNCTION, 108 FEET NORTH
 MF0034'OF THE CENTERLINE OF THE ROAD LEADING EAST, 36 FEET EAST OF THE
 MF0034'CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF THE RIGHT-OF-WAY FENCE,
 MF0034'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 MF0034'STAMPED M 20 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0034
 MF0034                          STATION RECOVERY (1989)
 MF0034
 MF0034'RECOVERY NOTE BY US POWER SQUADRON 1989 (ERW)
 MF0034'RECOVERED IN GOOD CONDITION.
 MF0034
 MF0034                          STATION RECOVERY (1989)
 MF0034
 MF0034'RECOVERY NOTE BY US POWER SQUADRON 1989 (GMC)
 MF0034'RECOVERED IN GOOD CONDITION.
 MF0034
 MF0034                          STATION RECOVERY (2001)
 MF0034
 MF0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF0034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1762 ***********************************************************************
 MF1762  CBN         -  This is a Cooperative Base Network Control Station.
 MF1762  DESIGNATION -  M 20 RESET
 MF1762  PID         -  MF1762
 MF1762  STATE/COUNTY-  IL/KENDALL
 MF1762  USGS QUAD   -  PLATTVILLE (1993)
 MF1762
 MF1762                         *CURRENT SURVEY CONTROL
 MF1762  ___________________________________________________________________
 MF1762* NAD 83(1997)-  41 31 54.70860(N)    088 26 00.72228(W)     ADJUSTED  
 MF1762* NAVD 88     -       200.73   (meters)     658.6    (feet)  RESET     
 MF1762  ___________________________________________________________________
 MF1762  X           -     130,716.929 (meters)                     COMP
 MF1762  Y           -  -4,779,970.962 (meters)                     COMP
 MF1762  Z           -   4,206,933.298 (meters)                     COMP
 MF1762  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 MF1762  ELLIP HEIGHT-         167.75  (meters)          (09/13/05) GPS OBS
 MF1762  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF1762
 MF1762  HORZ ORDER  -  B
 MF1762  VERT ORDER  -  THIRD
 MF1762  ELLP ORDER  -  THIRD     CLASS I
 MF1762
 MF1762.The horizontal coordinates were established by GPS observations
 MF1762.and adjusted by the National Geodetic Survey in July 1998..
 MF1762
 MF1762.The orthometric height was computed from unverified reset data.
 MF1762.No vertical observational check was made to the station.
 MF1762
 MF1762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF1762
 MF1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF1762
 MF1762.The ellipsoidal height was determined by GPS observations
 MF1762.and is referenced to NAD 83.
 MF1762
 MF1762.The geoid height was determined by GEOID03.
 MF1762
 MF1762;                    North         East     Units Scale Factor Converg.
 MF1762;SPC IL E     -   540,113.425   291,637.942   MT  0.99997586   -0 03 59.2
 MF1762;SPC IL E     - 1,772,022.13    956,815.48   sFT  0.99997586   -0 03 59.2
 MF1762;UTM  16      - 4,598,793.743   380,410.417   MT  0.99977600   -0 57 02.2
 MF1762
 MF1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF1762!SPC IL E     -   0.99997369  x   0.99997586  =   0.99994955
 MF1762!UTM  16      -   0.99997369  x   0.99977600  =   0.99974969
 MF1762
 MF1762                          SUPERSEDED SURVEY CONTROL
 MF1762
 MF1762  ELLIP H (10/15/04)  167.72   (m)                       GP(       ) 4 2
 MF1762  ELLIP H (07/17/98)  167.73   (m)                       GP(       ) 4 1
 MF1762  NAD 83(1986)-  41 31 54.71216(N)    088 26 00.73786(W) AD(       ) 1
 MF1762  NAVD 88 (03/04/03)  200.73   (m)          658.6    (f) LEVELING    3  
 MF1762  NGVD 29 (03/28/06)  200.81   (m)          658.8    (f) RESET       3  
 MF1762
 MF1762.Superseded values are not recommended for survey control.
 MF1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1762.See file dsdata.txt to determine how the superseded data were derived.
 MF1762
 MF1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8041098794(NAD 83)
 MF1762_MARKER: DV = VERTICAL CONTROL DISK
 MF1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF1762_SP_SET: CONCRETE POST
 MF1762_STAMPING: M 20 RESET 1989
 MF1762_MARK LOGO: NGS   
 MF1762_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF1762+STABILITY: SURFACE MOTION
 MF1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF1762+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 MF1762
 MF1762  HISTORY     - Date     Condition        Report By
 MF1762  HISTORY     - 1989     MONUMENTED       NGS
 MF1762  HISTORY     - 19900830 GOOD
 MF1762  HISTORY     - 19970312 GOOD             NGS
 MF1762  HISTORY     - 20010331 GOOD             NGS
 MF1762  HISTORY     - 20020430 GOOD             USPSQD
 MF1762  HISTORY     - 200205   GOOD             ASCPC
 MF1762  HISTORY     - 20050725 GOOD             GEOSPC
 MF1762
 MF1762                          STATION DESCRIPTION
 MF1762
 MF1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MF1762'2.5 MI (4.0 KM) WEST OF PLATTVILLE AND 12.1 MI (19.5 KM) NORTH OF
 MF1762'MORRIS IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF ILLINOIS
 MF1762'ROUTE 47 AND PLATTVILLE ROAD.  TO REACH FROM THE JUNCTION OF ROUTE 47
 MF1762'AND INTERSTATE HIGHWAY 80 (EXIT 112) NORTH OF MORRIS, GO NORTH ON
 MF1762'ROUTE 47 FOR 8.6 MI (13.8 KM) TO ITS JUNCTION WITH U.S. ROUTE 52.
 MF1762'CONTINUE NORTH ON ROUTE 47 FOR 1.5 MI (2.4 KM) TO A PAVED ROAD RIGHT
 MF1762'AND THE STATION ON THE RIGHT, 21.5 M (70.5 FT) EAST OF THE CENTERLINE
 MF1762'OF ROUTE 47, 10.3 M (33.8 FT) NORTH OF THE CENTERLINE OF PLATTVILLE
 MF1762'ROAD, 7.8 M (25.6 FT) EAST OF UTILITY POLE 20131-400W-04, 12.3 M
 MF1762'(40.4 FT) SOUTHEAST OF THE POLE GUYWIRE, 31.1 M (102.0 FT) WEST OF A
 MF1762'UTILITY POLE, IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 MF1762'GROUND AND LEVEL WITH THE ROADS.
 MF1762
 MF1762                          STATION RECOVERY (1990)
 MF1762
 MF1762'RECOVERED 1990
 MF1762'RECOVERED IN GOOD CONDITION.
 MF1762
 MF1762                          STATION RECOVERY (1997)
 MF1762
 MF1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 MF1762'THE STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) NORTH OF MORRIS AND 2.5
 MF1762'MI (4.0 KM) WEST OF PLATTVILLE IN THE NORTHEAST QUADRANT OF THE
 MF1762'INTERSECTION OF STATE ROUTE 47 AND PLATTVILLE ROAD.  TO REACH FROM THE
 MF1762'JUNCTION OF INTERSTATE HIGHWAY 80 AND ROUTE 47 (EXIT 112) NORTH OF
 MF1762'MORRIS, GO NORTH ON ROUTE 47 FOR 8.6 MI (13.8 KM) TO ITS JUNCTION WITH
 MF1762'U.S. HIGHWAY 52.  CONTINUE NORTH ON ROUTE 47 FOR 1.5 MI (2.4 KM) TO A
 MF1762'PAVED ROAD RIGHT AND THE STATION ON THE RIGHT.  IT IS 21.5 M (70.5 FT)
 MF1762'EAST OF THE CENTER OF ROUTE 47, 10.3 M (33.8 FT) NORTH OF THE CENTER
 MF1762'OF PLATTVILLE ROAD, 7.8 M (25.6 FT) EAST OF A POWER POLE, 12.3 M (40.4
 MF1762'FT) SOUTHEAST OF THE POLE GUY WIRE, AND 31.1 M (102.0 FT) WEST OF A
 MF1762'POWER POLE.
 MF1762
 MF1762                          STATION RECOVERY (2001)
 MF1762
 MF1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MF1762'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF1762
 MF1762                          STATION RECOVERY (2002)
 MF1762
 MF1762'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEG)
 MF1762'RECOVERED IN GOOD CONDITION.
 MF1762
 MF1762                          STATION RECOVERY (2002)
 MF1762
 MF1762'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF1762'RECOVERED AS DESCRIBED
 MF1762' 
 MF1762'
 MF1762
 MF1762                          STATION RECOVERY (2005)
 MF1762
 MF1762'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2005 (MEH)
 MF1762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0233 ***********************************************************************
 LC0233  DESIGNATION -  M 200
 LC0233  PID         -  LC0233
 LC0233  STATE/COUNTY-  IL/CHAMPAIGN
 LC0233  USGS QUAD   -  RISING (1975)
 LC0233
 LC0233                         *CURRENT SURVEY CONTROL
 LC0233  ___________________________________________________________________
 LC0233* NAD 83(1986)-  40 10 15.     (N)    088 15 32.     (W)     SCALED    
 LC0233* NAVD 88     -       226.776  (meters)     744.01   (feet)  ADJUSTED  
 LC0233  ___________________________________________________________________
 LC0233  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LC0233  DYNAMIC HT  -         226.661 (meters)     743.64  (feet)  COMP
 LC0233  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 LC0233
 LC0233  VERT ORDER  -  SECOND    CLASS 0
 LC0233
 LC0233.The horizontal coordinates were scaled from a topographic map and have
 LC0233.an estimated accuracy of +/- 6 seconds.
 LC0233
 LC0233.The orthometric height was determined by differential leveling
 LC0233.and adjusted by the National Geodetic Survey in June 1991..
 LC0233
 LC0233.The geoid height was determined by GEOID03.
 LC0233
 LC0233.The dynamic height is computed by dividing the NAVD 88
 LC0233.geopotential number by the normal gravity value computed on the
 LC0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0233.degrees latitude (g = 980.6199 gals.).
 LC0233
 LC0233.The modeled gravity was interpolated from observed gravity values.
 LC0233
 LC0233;                    North         East    Units  Estimated Accuracy
 LC0233;SPC IL E     -   388,970.      306,340.      MT  (+/- 180 meters Scaled)
 LC0233
 LC0233                          SUPERSEDED SURVEY CONTROL
 LC0233
 LC0233  NGVD 29 (??/??/92)  226.812  (m)          744.13   (f) ADJ UNCH    2 0
 LC0233
 LC0233.Superseded values are not recommended for survey control.
 LC0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0233.See file dsdata.txt to determine how the superseded data were derived.
 LC0233
 LC0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK928474(NAD 83)
 LC0233_MARKER: DB = BENCH MARK DISK
 LC0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0233_STAMPING: M 200 1959
 LC0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0233+STABILITY: SURFACE MOTION
 LC0233
 LC0233  HISTORY     - Date     Condition        Report By
 LC0233  HISTORY     - 1959     MONUMENTED       CGS
 LC0233  HISTORY     - 1973     GOOD             NGS
 LC0233  HISTORY     - 20051215 MARK NOT FOUND   ILDT
 LC0233
 LC0233                          STATION DESCRIPTION
 LC0233
 LC0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0233'4.6 MI N FROM CHAMPAIGN.
 LC0233'ABOUT 1.6 MILES NORTH AND NORTHWEST ALONG U.S. HIGHWAY 150 FROM
 LC0233'ITS JUNCTION WITH THE ILLINOIS CENTRAL RAILROAD IN THE NORTHWEST
 LC0233'PART OF CHAMPAIGN, THENCE 1.0 MILES NORTH ALONG AN ASPHALT ROAD,
 LC0233'THENCE 1.0 MILES EAST ALONG AN OILED ROAD, THENCE 1.0 MILES NORTH
 LC0233'ALONG A GRAVEL ROAD, THENCE 0.05 MILES WEST ALONG AN OILED ROAD,
 LC0233'19 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH
 LC0233'OF A FENCE, 48 FEET NORTH AND DIRECTLY ACROSS THE ROAD FROM A
 LC0233'T-FENCE CORNER, 21 FEET WEST OF A POWER POLE 1.9 FEET EAST OF A
 LC0233'METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE ROAD AND
 LC0233'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE
 LC0233'MARK MAY BE REACHED FROM LEVERETT, CHAMPAIGN COUNTY, BY GOING
 LC0233'WEST AND SOUTH FOR 2.4 MILES ALONG A CONCRETE PAVED ROAD FROM
 LC0233'ITS JUNCTION WITH THE ILLINOIS CENTRAL RALROAD IN LEVERETT, THENCE
 LC0233'1.05 MILES WEST ALONG AN OILED ROAD.
 LC0233
 LC0233                          STATION RECOVERY (1973)
 LC0233
 LC0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0233'RECOVERED IN GOOD CONDITION.
 LC0233
 LC0233                          STATION RECOVERY (2005)
 LC0233
 LC0233'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0296 ***********************************************************************
 LC0296  DESIGNATION -  M 201
 LC0296  PID         -  LC0296
 LC0296  STATE/COUNTY-  IL/FORD
 LC0296  USGS QUAD   -  PAXTON (1984)
 LC0296
 LC0296                         *CURRENT SURVEY CONTROL
 LC0296  ___________________________________________________________________
 LC0296* NAD 83(1986)-  40 25 46.     (N)    088 07 12.     (W)     SCALED    
 LC0296* NAVD 88     -       224.236  (meters)     735.68   (feet)  ADJUSTED  
 LC0296  ___________________________________________________________________
 LC0296  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LC0296  DYNAMIC HT  -         224.128 (meters)     735.33  (feet)  COMP
 LC0296  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 LC0296
 LC0296  VERT ORDER  -  SECOND    CLASS 0
 LC0296
 LC0296.The horizontal coordinates were scaled from a topographic map and have
 LC0296.an estimated accuracy of +/- 6 seconds.
 LC0296
 LC0296.The orthometric height was determined by differential leveling
 LC0296.and adjusted by the National Geodetic Survey in June 1991..
 LC0296
 LC0296.The geoid height was determined by GEOID03.
 LC0296
 LC0296.The dynamic height is computed by dividing the NAVD 88
 LC0296.geopotential number by the normal gravity value computed on the
 LC0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0296.degrees latitude (g = 980.6199 gals.).
 LC0296
 LC0296.The modeled gravity was interpolated from observed gravity values.
 LC0296
 LC0296;                    North         East    Units  Estimated Accuracy
 LC0296;SPC IL E     -   417,710.      318,100.      MT  (+/- 180 meters Scaled)
 LC0296
 LC0296                          SUPERSEDED SURVEY CONTROL
 LC0296
 LC0296  NGVD 29 (??/??/92)  224.293  (m)          735.87   (f) ADJ UNCH    2 0
 LC0296
 LC0296.Superseded values are not recommended for survey control.
 LC0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0296.See file dsdata.txt to determine how the superseded data were derived.
 LC0296
 LC0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK049760(NAD 83)
 LC0296_MARKER: DB = BENCH MARK DISK
 LC0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0296_SP_SET: BRIDGE
 LC0296_STAMPING: M 201 1959
 LC0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0296
 LC0296  HISTORY     - Date     Condition        Report By
 LC0296  HISTORY     - 1959     MONUMENTED       CGS
 LC0296  HISTORY     - 1973     GOOD             NGS
 LC0296  HISTORY     - 1980     MARK NOT FOUND   USGS
 LC0296
 LC0296                          STATION DESCRIPTION
 LC0296
 LC0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0296'2.8 MI SW FROM PAXTON.
 LC0296'ABOUT 2.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS
 LC0296'CENTRAL RAILROAD STATION AT PAXTON, THENCE 0.6 MILES WEST ALONG
 LC0296'A GRAVEL ROAD, ABOUT 0.15 MILES WEST OF A NORTH-SOUTH GRAVEL
 LC0296'ROAD CROSSING, SET IN THE TOP OF THE NORTHEAST END OF THE
 LC0296'WINGWALL AT THE SOUTHWEST CORNER OF A 15-FOOT CONCRETE BRIDGE,
 LC0296'9 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT
 LC0296'BELOW THE LEVEL OF THE ROAD.
 LC0296
 LC0296                          STATION RECOVERY (1973)
 LC0296
 LC0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LC0296'RECOVERED IN GOOD CONDITION.
 LC0296
 LC0296                          STATION RECOVERY (1980)
 LC0296
 LC0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LC0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0105 ***********************************************************************
 LC0105  DESIGNATION -  M 202
 LC0105  PID         -  LC0105
 LC0105  STATE/COUNTY-  IL/IROQUOIS
 LC0105  USGS QUAD   -  LA HOGUE (1986)
 LC0105
 LC0105                         *CURRENT SURVEY CONTROL
 LC0105  ___________________________________________________________________
 LC0105* NAD 83(1986)-  40 45 58.     (N)    088 00 08.     (W)     SCALED    
 LC0105* NAVD 88     -       197.583  (meters)     648.24   (feet)  ADJUSTED  
 LC0105  ___________________________________________________________________
 LC0105  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LC0105  DYNAMIC HT  -         197.496 (meters)     647.95  (feet)  COMP
 LC0105  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 LC0105
 LC0105  VERT ORDER  -  SECOND    CLASS 0
 LC0105
 LC0105.The horizontal coordinates were scaled from a topographic map and have
 LC0105.an estimated accuracy of +/- 6 seconds.
 LC0105
 LC0105.The orthometric height was determined by differential leveling
 LC0105.and adjusted by the National Geodetic Survey in June 1991..
 LC0105
 LC0105.The geoid height was determined by GEOID03.
 LC0105
 LC0105.The dynamic height is computed by dividing the NAVD 88
 LC0105.geopotential number by the normal gravity value computed on the
 LC0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0105.degrees latitude (g = 980.6199 gals.).
 LC0105
 LC0105.The modeled gravity was interpolated from observed gravity values.
 LC0105
 LC0105;                    North         East    Units  Estimated Accuracy
 LC0105;SPC IL E     -   455,120.      327,960.      MT  (+/- 180 meters Scaled)
 LC0105
 LC0105                          SUPERSEDED SURVEY CONTROL
 LC0105
 LC0105  NGVD 29 (??/??/92)  197.656  (m)          648.48   (f) ADJ UNCH    2 0
 LC0105
 LC0105.Superseded values are not recommended for survey control.
 LC0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0105.See file dsdata.txt to determine how the superseded data were derived.
 LC0105
 LC0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL154132(NAD 83)
 LC0105_MARKER: DB = BENCH MARK DISK
 LC0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0105_STAMPING: M 202 1959
 LC0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0105+STABILITY: SURFACE MOTION
 LC0105
 LC0105  HISTORY     - Date     Condition        Report By
 LC0105  HISTORY     - 1959     MONUMENTED       CGS
 LC0105
 LC0105                          STATION DESCRIPTION
 LC0105
 LC0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LC0105'0.7 MI SW FROM GILMAN.
 LC0105'ABOUT 0.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 45 FROM THE POST
 LC0105'OFFICE AT GILMAN, THENCE 0.55 MILES WEST ALONG A GRAVEL ROAD,
 LC0105'AT THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD, 36 FEET SOUTH
 LC0105'OF THE CENTER LINE OF THE ROAD, 45 FEET WEST OF THE WEST RAIL,
 LC0105'2 FEET EAST OF A FENCE, 15 FEET SOUTHWEST OF A TELEPHONE POLE,
 LC0105'95 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 2.0 FEET NORTH
 LC0105'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 LC0105'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1535 ***********************************************************************
 ME1535  DESIGNATION -  M 203
 ME1535  PID         -  ME1535
 ME1535  STATE/COUNTY-  IL/KANKAKEE
 ME1535  USGS QUAD   -  WEST KANKAKEE (1973)
 ME1535
 ME1535                         *CURRENT SURVEY CONTROL
 ME1535  ___________________________________________________________________
 ME1535* NAD 83(1986)-  41 03 13.     (N)    087 53 20.     (W)     SCALED    
 ME1535* NAVD 88     -       191.526  (meters)     628.36   (feet)  ADJUSTED  
 ME1535  ___________________________________________________________________
 ME1535  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 ME1535  DYNAMIC HT  -         191.450 (meters)     628.12  (feet)  COMP
 ME1535  MODELED GRAV-     980,221.9   (mgal)                       NAVD 88
 ME1535
 ME1535  VERT ORDER  -  SECOND    CLASS 0
 ME1535
 ME1535.The horizontal coordinates were scaled from a topographic map and have
 ME1535.an estimated accuracy of +/- 6 seconds.
 ME1535
 ME1535.The orthometric height was determined by differential leveling
 ME1535.and adjusted by the National Geodetic Survey in June 1991..
 ME1535
 ME1535.The geoid height was determined by GEOID03.
 ME1535
 ME1535.The dynamic height is computed by dividing the NAVD 88
 ME1535.geopotential number by the normal gravity value computed on the
 ME1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1535.degrees latitude (g = 980.6199 gals.).
 ME1535
 ME1535.The modeled gravity was interpolated from observed gravity values.
 ME1535
 ME1535;                    North         East    Units  Estimated Accuracy
 ME1535;SPC IL E     -   487,090.      337,360.      MT  (+/- 180 meters Scaled)
 ME1535
 ME1535                          SUPERSEDED SURVEY CONTROL
 ME1535
 ME1535  NGVD 29 (??/??/92)  191.613  (m)          628.65   (f) ADJ UNCH    2 0
 ME1535
 ME1535.Superseded values are not recommended for survey control.
 ME1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1535.See file dsdata.txt to determine how the superseded data were derived.
 ME1535
 ME1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL253450(NAD 83)
 ME1535_MARKER: DB = BENCH MARK DISK
 ME1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1535_STAMPING: M 203 1959
 ME1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1535+STABILITY: SURFACE MOTION
 ME1535
 ME1535  HISTORY     - Date     Condition        Report By
 ME1535  HISTORY     - 1959     MONUMENTED       CGS
 ME1535
 ME1535                          STATION DESCRIPTION
 ME1535
 ME1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1535'4.2 MI N FROM CHEBANSE.
 ME1535'ABOUT 0.2 MILE EAST ALONG CHEBANSE STREET FROM ITS JUNCTION WITH
 ME1535'CHESTNUT STREET AT CHEBANSE, THENCE 3.95 MILES NORTH ALONG U.S.
 ME1535'HIGHWAY 45, ABOUT 0.25 MILE SOUTH OF A SWITCH CONTROL TOWER, 54
 ME1535'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 70 1/2 FEET EAST
 ME1535'OF THE EAST RAIL OF THE EAST TRACK OF THE ILLINOIS CENTRAL
 ME1535'RAILROAD, 49 1/2 FEET EAST OF THE EAST END OF AN OVERHEAD STEEL
 ME1535'SIGNAL TOWER, 5 1/2 FEET NORTH OF THE FOURTH TELEPHONE POLE SOUTH
 ME1535'OF A ROAD WEST TO A AUTO WRECKING YARD, 2.4 FEET SOUTH OF A METAL
 ME1535'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 ME1535'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7247 ***********************************************************************
 AB7247  DESIGNATION -  M 205 RESET
 AB7247  PID         -  AB7247
 AB7247  STATE/COUNTY-  IL/DOUGLAS
 AB7247  USGS QUAD   -  TUSCOLA (1983)
 AB7247
 AB7247                         *CURRENT SURVEY CONTROL
 AB7247  ___________________________________________________________________
 AB7247* NAD 83(1986)-  39 50 57.     (N)    088 16 25.     (W)     SCALED    
 AB7247* NAVD 88     -       210.17   (meters)     689.5    (feet)  RESET     
 AB7247  ___________________________________________________________________
 AB7247  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 AB7247
 AB7247  VERT ORDER  -  THIRD
 AB7247
 AB7247.The horizontal coordinates were scaled from a topographic map and have
 AB7247.an estimated accuracy of +/- 6 seconds.
 AB7247
 AB7247.The orthometric height was computed from unverified reset data.
 AB7247
 AB7247.The geoid height was determined by GEOID03.
 AB7247
 AB7247;                    North         East    Units  Estimated Accuracy
 AB7247;SPC IL E     -   353,260.      305,110.      MT  (+/- 180 meters Scaled)
 AB7247
 AB7247                          SUPERSEDED SURVEY CONTROL
 AB7247
 AB7247.No superseded survey control is available for this station.
 AB7247
 AB7247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK910117(NAD 83)
 AB7247_MARKER: DV = VERTICAL CONTROL DISK
 AB7247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7247_STAMPING: M 205 RESET 1993
 AB7247_MARK LOGO: NGS   
 AB7247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7247+STABILITY: SURFACE MOTION
 AB7247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7247+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB7247
 AB7247  HISTORY     - Date     Condition        Report By
 AB7247  HISTORY     - 1993     MONUMENTED       NGS
 AB7247
 AB7247                          STATION DESCRIPTION
 AB7247
 AB7247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RKB)
 AB7247'STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF TUSCOLA.  TO REACH
 AB7247'FROM THE U.S.  ROUTE 36 UNDERPASS OF INTERSTATE HIGHWAY 57 ON THE
 AB7247'SOUTHEAST SIDE OF TUSCOLA, PROCEED WEST FOR 0.5 MI (0.8 KM) TO COUNTY
 AB7247'ROAD 1050E, ALSO KNOWN AS PRAIRIE STREET AND AS DOUGLAS COUNTY HIGHWAY
 AB7247'17, TURN RIGHT AND GO NORTH ON ROAD 1050E FOR 4.0 MI (6.4 KM) TO THE
 AB7247'STATION ON THE RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 AB7247'ROAD 1050E WITH ROAD 1350N, AT HIGHWAY STATION 167+44.81, 16.7 M (54.8
 AB7247'FT) EAST OF THE CENTERLINE OF ROAD 1050E, AT THE SOUTH EDGE OF A FIELD
 AB7247'LANE (ROAD 1350N) , 0.8 M (2.6 FT) WEST OF A 0.2 M (0.7 FT) WOODEN
 AB7247'PROPERTY CORNER POST, AND 0.3 M (1.0 FT) WEST OF A METAL WITNESS POST,
 AB7247'SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE MONUMENT FLUSH WITH
 AB7247'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1551 ***********************************************************************
 ME1551  DESIGNATION -  M 206
 ME1551  PID         -  ME1551
 ME1551  STATE/COUNTY-  IL/KANKAKEE
 ME1551  USGS QUAD   -  PEOTONE (1990)
 ME1551
 ME1551                         *CURRENT SURVEY CONTROL
 ME1551  ___________________________________________________________________
 ME1551* NAD 83(1986)-  41 15 42.     (N)    087 50 20.     (W)     SCALED    
 ME1551* NAVD 88     -       205.618  (meters)     674.60   (feet)  ADJUSTED  
 ME1551  ___________________________________________________________________
 ME1551  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 ME1551  DYNAMIC HT  -         205.536 (meters)     674.33  (feet)  COMP
 ME1551  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 ME1551
 ME1551  VERT ORDER  -  SECOND    CLASS 0
 ME1551
 ME1551.The horizontal coordinates were scaled from a topographic map and have
 ME1551.an estimated accuracy of +/- 6 seconds.
 ME1551
 ME1551.The orthometric height was determined by differential leveling
 ME1551.and adjusted by the National Geodetic Survey in June 1991..
 ME1551
 ME1551.The geoid height was determined by GEOID03.
 ME1551
 ME1551.The dynamic height is computed by dividing the NAVD 88
 ME1551.geopotential number by the normal gravity value computed on the
 ME1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1551.degrees latitude (g = 980.6199 gals.).
 ME1551
 ME1551.The modeled gravity was interpolated from observed gravity values.
 ME1551
 ME1551;                    North         East    Units  Estimated Accuracy
 ME1551;SPC IL E     -   510,220.      341,430.      MT  (+/- 180 meters Scaled)
 ME1551
 ME1551                          SUPERSEDED SURVEY CONTROL
 ME1551
 ME1551  NGVD 29 (??/??/92)  205.711  (m)          674.90   (f) ADJ UNCH    2 0
 ME1551
 ME1551.Superseded values are not recommended for survey control.
 ME1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1551.See file dsdata.txt to determine how the superseded data were derived.
 ME1551
 ME1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL297681(NAD 83)
 ME1551_MARKER: DB = BENCH MARK DISK
 ME1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1551_STAMPING: M 206 1959
 ME1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1551+STABILITY: SURFACE MOTION
 ME1551
 ME1551  HISTORY     - Date     Condition        Report By
 ME1551  HISTORY     - 1959     MONUMENTED       CGS
 ME1551  HISTORY     - 1967     GOOD             NGS
 ME1551  HISTORY     - 19880520 MARK NOT FOUND   USGS
 ME1551  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 ME1551
 ME1551                          STATION DESCRIPTION
 ME1551
 ME1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 ME1551'1.1 MI N FROM MANTENO.
 ME1551'ABOUT 0.1 MILE WEST ALONG WEST FIRST STREET FROM ITS JUNCTION
 ME1551'WITH MAIN STREET IN MANTENO, THENCE 0.1 MILE WEST ALONG WEST
 ME1551'SECTION STREET, THENCE 0.9 MILE NORTH ALONG NORTH MAPLE STREET
 ME1551'AND ITS EXTENSION, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF AN
 ME1551'EAST-WEST GRAVEL ROAD CROSSING, AT A FENCE CORNER WEST OF THE ROAD,
 ME1551'25 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE,
 ME1551'3 1/2 FEET SOUTH OF THE FENCE CORNER, 14 1/2 FEET SOUTH-SOUTHWEST
 ME1551'OF THE SOUTH END OF A CORRUGATED PIPE CULVERT UNDER A DRIVE TO THE
 ME1551'WEST, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 ME1551'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 ME1551'PROJECTING 1 INCH.
 ME1551
 ME1551                          STATION RECOVERY (1967)
 ME1551
 ME1551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 ME1551'RECOVERED IN GOOD CONDITION.
 ME1551
 ME1551                          STATION RECOVERY (1988)
 ME1551
 ME1551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (LCR)
 ME1551'MARK NOT FOUND.
 ME1551
 ME1551                          STATION RECOVERY (1989)
 ME1551
 ME1551'RECOVERY NOTE BY US POWER SQUADRON 1989 (IB)
 ME1551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0518 ***********************************************************************
 KB0518  DESIGNATION -  M 209
 KB0518  PID         -  KB0518
 KB0518  STATE/COUNTY-  IL/EFFINGHAM
 KB0518  USGS QUAD   -  EFFINGHAM NORTH (1985)
 KB0518
 KB0518                         *CURRENT SURVEY CONTROL
 KB0518  ___________________________________________________________________
 KB0518* NAD 83(1986)-  39 09 45.     (N)    088 31 20.     (W)     SCALED    
 KB0518* NAVD 88     -       186.729  (meters)     612.63   (feet)  ADJUSTED  
 KB0518  ___________________________________________________________________
 KB0518  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB0518  DYNAMIC HT  -         186.618 (meters)     612.26  (feet)  COMP
 KB0518  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 KB0518
 KB0518  VERT ORDER  -  SECOND    CLASS 0
 KB0518
 KB0518.The horizontal coordinates were scaled from a topographic map and have
 KB0518.an estimated accuracy of +/- 6 seconds.
 KB0518
 KB0518.The orthometric height was determined by differential leveling
 KB0518.and adjusted by the National Geodetic Survey in June 1991..
 KB0518
 KB0518.The geoid height was determined by GEOID03.
 KB0518
 KB0518.The dynamic height is computed by dividing the NAVD 88
 KB0518.geopotential number by the normal gravity value computed on the
 KB0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0518.degrees latitude (g = 980.6199 gals.).
 KB0518
 KB0518.The modeled gravity was interpolated from observed gravity values.
 KB0518
 KB0518;                    North         East    Units  Estimated Accuracy
 KB0518;SPC IL E     -   277,040.      283,680.      MT  (+/- 180 meters Scaled)
 KB0518
 KB0518                          SUPERSEDED SURVEY CONTROL
 KB0518
 KB0518  NGVD 29 (??/??/92)  186.81   (m)          612.9    (f) COMPUTED    2 0
 KB0518
 KB0518.Superseded values are not recommended for survey control.
 KB0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0518.See file dsdata.txt to determine how the superseded data were derived.
 KB0518
 KB0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ684359(NAD 83)
 KB0518_MARKER: DB = BENCH MARK DISK
 KB0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0518_SP_SET: CULVERT
 KB0518_STAMPING: M 209 1959
 KB0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0518
 KB0518  HISTORY     - Date     Condition        Report By
 KB0518  HISTORY     - 1959     MONUMENTED       CGS
 KB0518
 KB0518                          STATION DESCRIPTION
 KB0518
 KB0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0518'3.6 MI NE FROM EFFINGHAM.
 KB0518'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0518'WITH U.S. HIGHWAY 40 IN EFFINGHAM, THENCE 0.5 MILE EAST ALONG
 KB0518'AN ASPHALT ROAD, THENCE 1.0 MILE NORTH ALONG AN OILED ROAD, AT
 KB0518'THE INSIDE OF A CURVE IN THE ROAD WITH TANGENTS TO THE EAST AND SOUTH,
 KB0518'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL
 KB0518'OF A 4-FOOT CONCRETE BOX CULVERT, 10 FEET SOUTH OF THE CENTER LINE
 KB0518'OF THE EAST-WEST PORTION OF THE ROAD, 18 FEET EAST OF THE
 KB0518'NORTH-SOUTH PORTION OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0519 ***********************************************************************
 KB0519  DESIGNATION -  M 209 RESET 1965
 KB0519  PID         -  KB0519
 KB0519  STATE/COUNTY-  IL/EFFINGHAM
 KB0519  USGS QUAD   -  EFFINGHAM NORTH (1985)
 KB0519
 KB0519                         *CURRENT SURVEY CONTROL
 KB0519  ___________________________________________________________________
 KB0519* NAD 83(1986)-  39 09 45.     (N)    088 31 19.     (W)     SCALED    
 KB0519* NAVD 88     -       186.43   (meters)     611.6    (feet)  RESET     
 KB0519  ___________________________________________________________________
 KB0519  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB0519
 KB0519  VERT ORDER  -  THIRD
 KB0519
 KB0519.The horizontal coordinates were scaled from a topographic map and have
 KB0519.an estimated accuracy of +/- 6 seconds.
 KB0519
 KB0519.The orthometric height was computed from unverified reset data.
 KB0519.No vertical observational check was made to the station.
 KB0519
 KB0519.The geoid height was determined by GEOID03.
 KB0519
 KB0519;                    North         East    Units  Estimated Accuracy
 KB0519;SPC IL E     -   277,040.      283,700.      MT  (+/- 180 meters Scaled)
 KB0519
 KB0519                          SUPERSEDED SURVEY CONTROL
 KB0519
 KB0519  NGVD 29 (??/??/??)  186.52   (m)          611.9    (f) RESET       3  
 KB0519
 KB0519.Superseded values are not recommended for survey control.
 KB0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0519.See file dsdata.txt to determine how the superseded data were derived.
 KB0519
 KB0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ685359(NAD 83)
 KB0519_MARKER: DB = BENCH MARK DISK
 KB0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0519_SP_SET: CULVERT
 KB0519_STAMPING: M 209 RESET 1965
 KB0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0519
 KB0519  HISTORY     - Date     Condition        Report By
 KB0519  HISTORY     - 1965     MONUMENTED       LOCSUR
 KB0519
 KB0519                          STATION DESCRIPTION
 KB0519
 KB0519'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 KB0519'3.6 MI NE FROM EFFINGHAM.
 KB0519'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION
 KB0519'WITH U.S. HIGHWAY 40 IN EFFINGHAM, THENCE 0.5 MILES EAST ALONG AN
 KB0519'ASPHALT ROAD, THENCE 1.0 MILE NORTH ALONG AN OILED ROAD, AT THE
 KB0519'INSIDE OF A CURVE IN THE ROAD WITH TANGENTS TO THE EAST AND SOUTH,
 KB0519'SET IN THE SOUTHEAST WING OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0378 ***********************************************************************
 KB0378  DESIGNATION -  M 210
 KB0378  PID         -  KB0378
 KB0378  STATE/COUNTY-  IL/CUMBERLAND
 KB0378  USGS QUAD   -  UNION CENTER (1984)
 KB0378
 KB0378                         *CURRENT SURVEY CONTROL
 KB0378  ___________________________________________________________________
 KB0378* NAD 83(1986)-  39 15 40.     (N)    088 07 09.     (W)     SCALED    
 KB0378* NAVD 88     -       180.773  (meters)     593.09   (feet)  ADJUSTED  
 KB0378  ___________________________________________________________________
 KB0378  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KB0378  DYNAMIC HT  -         180.667 (meters)     592.74  (feet)  COMP
 KB0378  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 KB0378
 KB0378  VERT ORDER  -  SECOND    CLASS 0
 KB0378
 KB0378.The horizontal coordinates were scaled from a topographic map and have
 KB0378.an estimated accuracy of +/- 6 seconds.
 KB0378
 KB0378.The orthometric height was determined by differential leveling
 KB0378.and adjusted by the National Geodetic Survey in June 1991..
 KB0378
 KB0378.The geoid height was determined by GEOID03.
 KB0378
 KB0378.The dynamic height is computed by dividing the NAVD 88
 KB0378.geopotential number by the normal gravity value computed on the
 KB0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0378.degrees latitude (g = 980.6199 gals.).
 KB0378
 KB0378.The modeled gravity was interpolated from observed gravity values.
 KB0378
 KB0378;                    North         East    Units  Estimated Accuracy
 KB0378;SPC IL E     -   287,990.      318,480.      MT  (+/- 180 meters Scaled)
 KB0378
 KB0378                          SUPERSEDED SURVEY CONTROL
 KB0378
 KB0378  NGVD 29 (??/??/92)  180.834  (m)          593.29   (f) ADJ UNCH    2 0
 KB0378
 KB0378.Superseded values are not recommended for survey control.
 KB0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0378.See file dsdata.txt to determine how the superseded data were derived.
 KB0378
 KB0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ034463(NAD 83)
 KB0378_MARKER: DB = BENCH MARK DISK
 KB0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0378_STAMPING: M 210 1959
 KB0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0378+STABILITY: SURFACE MOTION
 KB0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KB0378+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2005
 KB0378
 KB0378  HISTORY     - Date     Condition        Report By
 KB0378  HISTORY     - 1959     MONUMENTED       CGS
 KB0378  HISTORY     - 20050214 GOOD             ILDT
 KB0378
 KB0378                          STATION DESCRIPTION
 KB0378
 KB0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KB0378'2.2 MI NE FROM GREENUP.
 KB0378'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KB0378'WITH STATE HIGHWAY 130 IN GREENUP, AT THE JUNCTION OF A GRAVEL
 KB0378'ROAD NORTH, 169 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21
 KB0378'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT EAST OF
 KB0378'A FENCE, 55 FEET NORTH OF A FENCE CORNER, 54 FEET NORTH OF A
 KB0378'TELEPHONE POLE, 1.9 FEET NORTH OF A METAL WITNESS POST, ABOUT
 KB0378'3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 KB0378'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS MARK MAY BE
 KB0378'DESTROYED BY HIGHWAY CONSTRUCTION.
 KB0378
 KB0378                          STATION RECOVERY (2005)
 KB0378
 KB0378'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0422 ***********************************************************************
 KB0422  DESIGNATION -  M 211
 KB0422  PID         -  KB0422
 KB0422  STATE/COUNTY-  IL/CUMBERLAND
 KB0422  USGS QUAD   -  WOODBURY (1985)
 KB0422
 KB0422                         *CURRENT SURVEY CONTROL
 KB0422  ___________________________________________________________________
 KB0422* NAD 83(1986)-  39 11 54.     (N)    088 17 16.     (W)     SCALED    
 KB0422* NAVD 88     -       175.380  (meters)     575.39   (feet)  ADJUSTED  
 KB0422  ___________________________________________________________________
 KB0422  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB0422  DYNAMIC HT  -         175.276 (meters)     575.05  (feet)  COMP
 KB0422  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 KB0422
 KB0422  VERT ORDER  -  SECOND    CLASS 0
 KB0422
 KB0422.The horizontal coordinates were scaled from a topographic map and have
 KB0422.an estimated accuracy of +/- 6 seconds.
 KB0422
 KB0422.The orthometric height was determined by differential leveling
 KB0422.and adjusted by the National Geodetic Survey in June 1991..
 KB0422
 KB0422.The geoid height was determined by GEOID03.
 KB0422
 KB0422.The dynamic height is computed by dividing the NAVD 88
 KB0422.geopotential number by the normal gravity value computed on the
 KB0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0422.degrees latitude (g = 980.6199 gals.).
 KB0422
 KB0422.The modeled gravity was interpolated from observed gravity values.
 KB0422
 KB0422;                    North         East    Units  Estimated Accuracy
 KB0422;SPC IL E     -   281,000.      303,940.      MT  (+/- 180 meters Scaled)
 KB0422
 KB0422                          SUPERSEDED SURVEY CONTROL
 KB0422
 KB0422  NGVD 29 (??/??/92)  175.448  (m)          575.62   (f) ADJ UNCH    2 0
 KB0422
 KB0422.Superseded values are not recommended for survey control.
 KB0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0422.See file dsdata.txt to determine how the superseded data were derived.
 KB0422
 KB0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ887395(NAD 83)
 KB0422_MARKER: DB = BENCH MARK DISK
 KB0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0422_STAMPING: M 211 1960
 KB0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0422+STABILITY: SURFACE MOTION
 KB0422
 KB0422  HISTORY     - Date     Condition        Report By
 KB0422  HISTORY     - 1960     MONUMENTED       CGS
 KB0422  HISTORY     - 1973     GOOD             NGS
 KB0422  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0422  HISTORY     - 20050217 MARK NOT FOUND   ILDT
 KB0422
 KB0422                          STATION DESCRIPTION
 KB0422
 KB0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0422'2.4 MI SW FROM JEWETT.
 KB0422'ABOUT 1.15 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE POST
 KB0422'OFFICE AT JEWETT, THENCE 1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY
 KB0422'40, THENCE 0.1 MILE SOUTH ALONG A GRAVEL ROAD TO AN EAST-WEST
 KB0422'CONCRETE PAVED ROAD, 38 1/2 FEET EAST OF THE CENTER LINE OF THE
 KB0422'GRAVEL ROAD, 1 FOOT SOUTH OF A FENCE, 33 1/2 FEET NORTH OF THE
 KB0422'CENTER LINE OF THE CONCRETE PAVED ROAD, 15 FEET WEST-SOUTHWEST
 KB0422'OF A POWER POLE, 90 FEET WEST-SOUTHWEST AND ACROSS THE GRAVEL
 KB0422'ROAD FROM THE SOUTHWEST CORNER OF A FARM HOUSE, 2 1/2 FEET
 KB0422'WEST-SOUTHWEST OF A FENCE CORNER, 2.5 FEET WEST-SOUTHWEST OF A
 KB0422'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE CONCRETE
 KB0422'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KB0422
 KB0422                          STATION RECOVERY (1973)
 KB0422
 KB0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0422'RECOVERED IN GOOD CONDITION.
 KB0422
 KB0422                          STATION RECOVERY (1982)
 KB0422
 KB0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0422'MARK NOT FOUND.
 KB0422
 KB0422                          STATION RECOVERY (2005)
 KB0422
 KB0422'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0968 ***********************************************************************
 JB0968  DESIGNATION -  M 212
 JB0968  PID         -  JB0968
 JB0968  STATE/COUNTY-  IL/BOND
 JB0968  USGS QUAD   -  MULBERRY GROVE (1980)
 JB0968
 JB0968                         *CURRENT SURVEY CONTROL
 JB0968  ___________________________________________________________________
 JB0968* NAD 83(1986)-  38 52 37.     (N)    089 21 52.     (W)     SCALED    
 JB0968* NAVD 88     -       164.153  (meters)     538.56   (feet)  ADJUSTED  
 JB0968  ___________________________________________________________________
 JB0968  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JB0968  DYNAMIC HT  -         164.052 (meters)     538.23  (feet)  COMP
 JB0968  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 JB0968
 JB0968  VERT ORDER  -  SECOND    CLASS 0
 JB0968
 JB0968.The horizontal coordinates were scaled from a topographic map and have
 JB0968.an estimated accuracy of +/- 6 seconds.
 JB0968
 JB0968.The orthometric height was determined by differential leveling
 JB0968.and adjusted by the National Geodetic Survey in June 1991..
 JB0968
 JB0968.The geoid height was determined by GEOID03.
 JB0968
 JB0968.The dynamic height is computed by dividing the NAVD 88
 JB0968.geopotential number by the normal gravity value computed on the
 JB0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0968.degrees latitude (g = 980.6199 gals.).
 JB0968
 JB0968.The modeled gravity was interpolated from observed gravity values.
 JB0968
 JB0968;                    North         East    Units  Estimated Accuracy
 JB0968;SPC IL W     -   245,620.      769,610.      MT  (+/- 180 meters Scaled)
 JB0968
 JB0968                          SUPERSEDED SURVEY CONTROL
 JB0968
 JB0968  NGVD 29 (??/??/92)  164.278  (m)          538.97   (f) ADJ UNCH    2 0
 JB0968
 JB0968.Superseded values are not recommended for survey control.
 JB0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0968.See file dsdata.txt to determine how the superseded data were derived.
 JB0968
 JB0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ948057(NAD 83)
 JB0968_MARKER: DB = BENCH MARK DISK
 JB0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0968_STAMPING: M 212 1960
 JB0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0968+STABILITY: SURFACE MOTION
 JB0968
 JB0968  HISTORY     - Date     Condition        Report By
 JB0968  HISTORY     - 1960     MONUMENTED       CGS
 JB0968
 JB0968                          STATION DESCRIPTION
 JB0968
 JB0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0968'2.6 MI SW FROM SMITHBORO.
 JB0968'ABOUT 1.0 MILE SOUTH ALONG A CONCRETE PAVED ROAD FROM THE POST
 JB0968'OFFICE AT SMITHBORO, THENCE 1.35 MILES WEST ALONG AN OILED ROAD,
 JB0968'THENCE 0.2 MILE SOUTH ALONG A PRIVATE ROAD, 13 FEET EAST OF THE
 JB0968'CENTER LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 6 FEET NORTH
 JB0968'OF POWER POLE NUMBER 5, 1.7 FEET NORTH OF A METAL WITNESS POST,
 JB0968'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0968'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0989 ***********************************************************************
 JB0989  DESIGNATION -  M 213
 JB0989  PID         -  JB0989
 JB0989  STATE/COUNTY-  IL/BOND
 JB0989  USGS QUAD   -  BEAVER CREEK (1974)
 JB0989
 JB0989                         *CURRENT SURVEY CONTROL
 JB0989  ___________________________________________________________________
 JB0989* NAD 83(1986)-  38 50 25.     (N)    089 28 09.     (W)     SCALED    
 JB0989* NAVD 88     -       161.404  (meters)     529.54   (feet)  ADJUSTED  
 JB0989  ___________________________________________________________________
 JB0989  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JB0989  DYNAMIC HT  -         161.305 (meters)     529.21  (feet)  COMP
 JB0989  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 JB0989
 JB0989  VERT ORDER  -  SECOND    CLASS 0
 JB0989
 JB0989.The horizontal coordinates were scaled from a topographic map and have
 JB0989.an estimated accuracy of +/- 6 seconds.
 JB0989
 JB0989.The orthometric height was determined by differential leveling
 JB0989.and adjusted by the National Geodetic Survey in June 1991..
 JB0989
 JB0989.The geoid height was determined by GEOID03.
 JB0989
 JB0989.The dynamic height is computed by dividing the NAVD 88
 JB0989.geopotential number by the normal gravity value computed on the
 JB0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0989.degrees latitude (g = 980.6199 gals.).
 JB0989
 JB0989.The modeled gravity was interpolated from observed gravity values.
 JB0989
 JB0989;                    North         East    Units  Estimated Accuracy
 JB0989;SPC IL W     -   241,470.      760,550.      MT  (+/- 180 meters Scaled)
 JB0989
 JB0989                          SUPERSEDED SURVEY CONTROL
 JB0989
 JB0989  NGVD 29 (??/??/92)  161.528  (m)          529.95   (f) ADJ UNCH    2 0
 JB0989
 JB0989.Superseded values are not recommended for survey control.
 JB0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0989.See file dsdata.txt to determine how the superseded data were derived.
 JB0989
 JB0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ856019(NAD 83)
 JB0989_MARKER: DB = BENCH MARK DISK
 JB0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0989_SP_SET: CULVERT
 JB0989_STAMPING: M 213 1960
 JB0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0989
 JB0989  HISTORY     - Date     Condition        Report By
 JB0989  HISTORY     - 1960     MONUMENTED       CGS
 JB0989
 JB0989                          STATION DESCRIPTION
 JB0989
 JB0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0989'5.1 MI SW FROM GREENVILLE.
 JB0989'ABOUT 2.95 MILES SOUTHWEST ALONG ALTERNATE U.S. HIGHWAY 40 FROM
 JB0989'ITS JUNCTION WITH STATE HIGHWAY 127 IN GREENVILLE, THENCE 1.25
 JB0989'MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE 0.45 MILES SOUTH
 JB0989'ALONG A GRAVEL ROAD, THENCE 0.3 MILE WEST ALONG A GRAVEL ROAD,
 JB0989'THENCE 0.15 MILES SOUTH ALONG A GRAVEL ROAD, SET IN THE TOP OF
 JB0989'THE NORTH END OF THE EAST HEADWALL OF AN 8-FOOT CONCRETE BOX
 JB0989'CULVERT, 10 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT
 JB0989'2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0711 ***********************************************************************
 JB0711  DESIGNATION -  M 214
 JB0711  PID         -  JB0711
 JB0711  STATE/COUNTY-  IL/MARION
 JB0711  USGS QUAD   -  KINMUNDY (1985)
 JB0711
 JB0711                         *CURRENT SURVEY CONTROL
 JB0711  ___________________________________________________________________
 JB0711* NAD 83(1986)-  38 49 15.     (N)    088 49 36.     (W)     SCALED    
 JB0711* NAVD 88     -       177.944  (meters)     583.80   (feet)  ADJUSTED  
 JB0711  ___________________________________________________________________
 JB0711  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JB0711  DYNAMIC HT  -         177.832 (meters)     583.44  (feet)  COMP
 JB0711  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 JB0711
 JB0711  VERT ORDER  -  SECOND    CLASS 0
 JB0711
 JB0711.The horizontal coordinates were scaled from a topographic map and have
 JB0711.an estimated accuracy of +/- 6 seconds.
 JB0711
 JB0711.The orthometric height was determined by differential leveling
 JB0711.and adjusted by the National Geodetic Survey in June 1991..
 JB0711
 JB0711.The geoid height was determined by GEOID03.
 JB0711
 JB0711.The dynamic height is computed by dividing the NAVD 88
 JB0711.geopotential number by the normal gravity value computed on the
 JB0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0711.degrees latitude (g = 980.6199 gals.).
 JB0711
 JB0711.The modeled gravity was interpolated from observed gravity values.
 JB0711
 JB0711;                    North         East    Units  Estimated Accuracy
 JB0711;SPC IL E     -   239,200.      257,160.      MT  (+/- 180 meters Scaled)
 JB0711
 JB0711                          SUPERSEDED SURVEY CONTROL
 JB0711
 JB0711  NGVD 29 (??/??/92)  178.046  (m)          584.14   (f) ADJ UNCH    2 0
 JB0711
 JB0711.Superseded values are not recommended for survey control.
 JB0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0711.See file dsdata.txt to determine how the superseded data were derived.
 JB0711
 JB0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH414984(NAD 83)
 JB0711_MARKER: DB = BENCH MARK DISK
 JB0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0711_STAMPING: M 214 1960
 JB0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0711+STABILITY: SURFACE MOTION
 JB0711
 JB0711  HISTORY     - Date     Condition        Report By
 JB0711  HISTORY     - 1960     MONUMENTED       CGS
 JB0711
 JB0711                          STATION DESCRIPTION
 JB0711
 JB0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0711'3.7 MI SW FROM FARINA.
 JB0711'ABOUT 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE POST
 JB0711'OFFICE AT FARINA, THENCE 1.8 MILES NORTHWEST AND WEST ALONG AN
 JB0711'OILED ROAD, THENCE 0.5 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 JB0711'1.0 MILE WEST ALONG AN OILED ROAD, THENCE 0.25 MILE SOUTH ALONG
 JB0711'AN OILED ROAD, AT A FENCE CORNER WEST OF THE ROAD, AT THE
 JB0711'JUNCTION OF AN EAST-WEST FARM ROAD, 20 FEET WEST OF THE CENTER
 JB0711'LINE OF THE ROAD, 26 FEET NORTH OF A FENCE CORNER, 35 FEET NORTH
 JB0711'OF THE CENTER LINE OF A FARM ROAD, 76 FEET NORTH OF A POWER POLE,
 JB0711'1 FOOT EAST OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST,
 JB0711'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JB0711'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0427 ***********************************************************************
 JB0427  DESIGNATION -  M 215
 JB0427  PID         -  JB0427
 JB0427  STATE/COUNTY-  IL/MARION
 JB0427  USGS QUAD   -  KELL (1978)
 JB0427
 JB0427                         *CURRENT SURVEY CONTROL
 JB0427  ___________________________________________________________________
 JB0427* NAD 83(1986)-  38 29 26.     (N)    088 57 22.     (W)     SCALED    
 JB0427* NAVD 88     -       170.864  (meters)     560.58   (feet)  ADJUSTED  
 JB0427  ___________________________________________________________________
 JB0427  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JB0427  DYNAMIC HT  -         170.755 (meters)     560.22  (feet)  COMP
 JB0427  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 JB0427
 JB0427  VERT ORDER  -  SECOND    CLASS 0
 JB0427
 JB0427.The horizontal coordinates were scaled from a topographic map and have
 JB0427.an estimated accuracy of +/- 6 seconds.
 JB0427
 JB0427.The orthometric height was determined by differential leveling
 JB0427.and adjusted by the National Geodetic Survey in June 1991..
 JB0427
 JB0427.The geoid height was determined by GEOID03.
 JB0427
 JB0427.The dynamic height is computed by dividing the NAVD 88
 JB0427.geopotential number by the normal gravity value computed on the
 JB0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0427.degrees latitude (g = 980.6199 gals.).
 JB0427
 JB0427.The modeled gravity was interpolated from observed gravity values.
 JB0427
 JB0427;                    North         East    Units  Estimated Accuracy
 JB0427;SPC IL E     -   202,610.      245,670.      MT  (+/- 180 meters Scaled)
 JB0427
 JB0427                          SUPERSEDED SURVEY CONTROL
 JB0427
 JB0427  NGVD 29 (??/??/92)  170.971  (m)          560.93   (f) ADJ UNCH    2 0
 JB0427
 JB0427.Superseded values are not recommended for survey control.
 JB0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0427.See file dsdata.txt to determine how the superseded data were derived.
 JB0427
 JB0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH294620(NAD 83)
 JB0427_MARKER: DB = BENCH MARK DISK
 JB0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB0427_SP_SET: BRIDGE
 JB0427_STAMPING: M 215 1960
 JB0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB0427
 JB0427  HISTORY     - Date     Condition        Report By
 JB0427  HISTORY     - 1960     MONUMENTED       CGS
 JB0427
 JB0427                          STATION DESCRIPTION
 JB0427
 JB0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0427'4.3 MI N FROM DIX.
 JB0427'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0427'AT DIX, THENCE 0.8 MILE WEST ALONG AN OILED ROAD, AT A DRIVE
 JB0427'NORTH TO A FARM HOUSE, SET IN THE TOP OF THE NORTHEAST END OF
 JB0427'THE WINGWALL AT THE SOUTHWEST CORNER OF A 20-FOOT WOODEN FLOORED
 JB0427'BRIDGE, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 165 FEET
 JB0427'WEST OF THE CENTER LINE OF THE DRIVEWAY NORTH, AND ABOUT 1 FOOT
 JB0427'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0428 ***********************************************************************
 JB0428  DESIGNATION -  M 215 RESET 1966
 JB0428  PID         -  JB0428
 JB0428  STATE/COUNTY-  IL/MARION
 JB0428  USGS QUAD   -  KELL (1978)
 JB0428
 JB0428                         *CURRENT SURVEY CONTROL
 JB0428  ___________________________________________________________________
 JB0428* NAD 83(1986)-  38 29 26.     (N)    088 57 22.     (W)     SCALED    
 JB0428* NAVD 88     -       170.01   (meters)     557.8    (feet)  RESET     
 JB0428  ___________________________________________________________________
 JB0428  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JB0428
 JB0428  VERT ORDER  -  THIRD
 JB0428
 JB0428.The horizontal coordinates were scaled from a topographic map and have
 JB0428.an estimated accuracy of +/- 6 seconds.
 JB0428
 JB0428.The orthometric height was computed from unverified reset data.
 JB0428.No vertical observational check was made to the station.
 JB0428
 JB0428.The geoid height was determined by GEOID03.
 JB0428
 JB0428;                    North         East    Units  Estimated Accuracy
 JB0428;SPC IL E     -   202,610.      245,670.      MT  (+/- 180 meters Scaled)
 JB0428
 JB0428                          SUPERSEDED SURVEY CONTROL
 JB0428
 JB0428  NGVD 29 (??/??/??)  170.12   (m)          558.1    (f) RESET       3  
 JB0428
 JB0428.Superseded values are not recommended for survey control.
 JB0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0428.See file dsdata.txt to determine how the superseded data were derived.
 JB0428
 JB0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH294620(NAD 83)
 JB0428_MARKER: DD = SURVEY DISK
 JB0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0428_SP_SET: CULVERT
 JB0428_STAMPING: M 215 RESET 1966
 JB0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0428
 JB0428  HISTORY     - Date     Condition        Report By
 JB0428  HISTORY     - 1966     MONUMENTED       ILHD
 JB0428
 JB0428                          STATION DESCRIPTION
 JB0428
 JB0428'DESCRIBED BY IL HIGHWAY DEPT 1966
 JB0428'4.3 MI NW FROM DIX.
 JB0428'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 JB0428'AT DIX, THENCE 0.8 MILE WEST ALONG AN OILED ROAD, AT A DRIVE
 JB0428'LEADING NORTH TO A FARMHOUSE, 26.5 FEET FROM THE CENTERLINE OF THE
 JB0428'ROAD AND SET IN THE NORTHEAST CORNER OF A BOX CULVERT HEADWALL
 JB0428'ABOUT 3.5 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0331 ***********************************************************************
 JB0331  DESIGNATION -  M 216
 JB0331  PID         -  JB0331
 JB0331  STATE/COUNTY-  IL/FRANKLIN
 JB0331  USGS QUAD   -  REND LAKE DAM (1975)
 JB0331
 JB0331                         *CURRENT SURVEY CONTROL
 JB0331  ___________________________________________________________________
 JB0331* NAD 83(1986)-  38 04 07.     (N)    088 54 51.     (W)     SCALED    
 JB0331* NAVD 88     -       135.825  (meters)     445.62   (feet)  ADJUSTED  
 JB0331  ___________________________________________________________________
 JB0331  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 JB0331  DYNAMIC HT  -         135.735 (meters)     445.32  (feet)  COMP
 JB0331  MODELED GRAV-     979,962.7   (mgal)                       NAVD 88
 JB0331
 JB0331  VERT ORDER  -  SECOND    CLASS 0
 JB0331
 JB0331.The horizontal coordinates were scaled from a topographic map and have
 JB0331.an estimated accuracy of +/- 6 seconds.
 JB0331
 JB0331.The orthometric height was determined by differential leveling
 JB0331.and adjusted by the National Geodetic Survey in June 1991..
 JB0331
 JB0331.The geoid height was determined by GEOID03.
 JB0331
 JB0331.The dynamic height is computed by dividing the NAVD 88
 JB0331.geopotential number by the normal gravity value computed on the
 JB0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0331.degrees latitude (g = 980.6199 gals.).
 JB0331
 JB0331.The modeled gravity was interpolated from observed gravity values.
 JB0331
 JB0331;                    North         East    Units  Estimated Accuracy
 JB0331;SPC IL E     -   155,750.      249,030.      MT  (+/- 180 meters Scaled)
 JB0331
 JB0331                          SUPERSEDED SURVEY CONTROL
 JB0331
 JB0331  NGVD 29 (??/??/92)  135.919  (m)          445.93   (f) ADJ UNCH    2 0
 JB0331
 JB0331.Superseded values are not recommended for survey control.
 JB0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0331.See file dsdata.txt to determine how the superseded data were derived.
 JB0331
 JB0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH320151(NAD 83)
 JB0331_MARKER: DB = BENCH MARK DISK
 JB0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0331_SP_SET: CULVERT
 JB0331_STAMPING: M 216 1960
 JB0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JB0331+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2004
 JB0331
 JB0331  HISTORY     - Date     Condition        Report By
 JB0331  HISTORY     - 1960     MONUMENTED       CGS
 JB0331  HISTORY     - 1978     GOOD             ILDT
 JB0331  HISTORY     - 20041218 GOOD             ILDT
 JB0331
 JB0331                          STATION DESCRIPTION
 JB0331
 JB0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JB0331'5.2 MI N FROM BENTON.
 JB0331'ABOUT 5.25 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0331'HOUSE AT BENTON, ABOUT 0.4 MILE NORTHEAST OF THE JUNCTION OF OLD
 JB0331'HIGHWAY 37, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 JB0331'HEADWALL OF A 3-FOOT CONCRETE BOX CULVERT, 35 FEET SOUTHEAST OF
 JB0331'THE CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL
 JB0331'OF THE HIGHWAY.
 JB0331
 JB0331                          STATION RECOVERY (1978)
 JB0331
 JB0331'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978
 JB0331'RECOVERED IN GOOD CONDITION.
 JB0331
 JB0331                          STATION RECOVERY (2004)
 JB0331
 JB0331'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (WAE)
 JB0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0884 ***********************************************************************
 KB0884  DESIGNATION -  M 217
 KB0884  PID         -  KB0884
 KB0884  STATE/COUNTY-  IL/MONTGOMERY
 KB0884  USGS QUAD   -  LITCHFIELD (1974)
 KB0884
 KB0884                         *CURRENT SURVEY CONTROL
 KB0884  ___________________________________________________________________
 KB0884* NAD 83(1986)-  39 10 06.     (N)    089 42 09.     (W)     SCALED    
 KB0884* NAVD 88     -       206.915  (meters)     678.85   (feet)  ADJUSTED  
 KB0884  ___________________________________________________________________
 KB0884  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KB0884  DYNAMIC HT  -         206.795 (meters)     678.46  (feet)  COMP
 KB0884  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 KB0884
 KB0884  VERT ORDER  -  SECOND    CLASS 0
 KB0884
 KB0884.The horizontal coordinates were scaled from a topographic map and have
 KB0884.an estimated accuracy of +/- 6 seconds.
 KB0884
 KB0884.The orthometric height was determined by differential leveling
 KB0884.and adjusted by the National Geodetic Survey in June 1991..
 KB0884
 KB0884.The geoid height was determined by GEOID03.
 KB0884
 KB0884.The dynamic height is computed by dividing the NAVD 88
 KB0884.geopotential number by the normal gravity value computed on the
 KB0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0884.degrees latitude (g = 980.6199 gals.).
 KB0884
 KB0884.The modeled gravity was interpolated from observed gravity values.
 KB0884
 KB0884;                    North         East    Units  Estimated Accuracy
 KB0884;SPC IL W     -   277,760.      740,110.      MT  (+/- 180 meters Scaled)
 KB0884
 KB0884                          SUPERSEDED SURVEY CONTROL
 KB0884
 KB0884  NGVD 29 (??/??/92)  207.042  (m)          679.27   (f) ADJ UNCH    2 0
 KB0884
 KB0884.Superseded values are not recommended for survey control.
 KB0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0884.See file dsdata.txt to determine how the superseded data were derived.
 KB0884
 KB0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ665389(NAD 83)
 KB0884_MARKER: DB = BENCH MARK DISK
 KB0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0884_STAMPING: M 217 1960
 KB0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0884+STABILITY: SURFACE MOTION
 KB0884
 KB0884  HISTORY     - Date     Condition        Report By
 KB0884  HISTORY     - 1960     MONUMENTED       CGS
 KB0884  HISTORY     - 1972     GOOD             NGS
 KB0884
 KB0884                          STATION DESCRIPTION
 KB0884
 KB0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB0884'1.6 MI SW FROM LITCHFIELD.
 KB0884'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION
 KB0884'WITH U.S. HIGHWAY 66 (FOUR LANE DUAL HIGHWAY), THENCE 0.5 MILE
 KB0884'SOUTH ALONG A GRAVEL AND OILED ROAD, THENCE 0.15 MILE WEST ALONG
 KB0884'AN OILED ROAD, AT A FENCE CORNER NORTH OF THE ROAD, 22 FEET
 KB0884'NORTH OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE,
 KB0884'4 FEET EAST OF THE FENCE CORNER, 73 FEET WEST OF THE SEVENTH
 KB0884'TELEPHONE POLE WEST OF THE JUNCTION OF THE OILED ROAD NORTH AND
 KB0884'NUMBERED 290, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 KB0884'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KB0884'POST PROJECTING 1 INCH.
 KB0884
 KB0884                          STATION RECOVERY (1972)
 KB0884
 KB0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KB0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1015 ***********************************************************************
 KB1015  DESIGNATION -  M 218
 KB1015  PID         -  KB1015
 KB1015  STATE/COUNTY-  IL/MACOUPIN
 KB1015  USGS QUAD   -  DIVERNON (1976)
 KB1015
 KB1015                         *CURRENT SURVEY CONTROL
 KB1015  ___________________________________________________________________
 KB1015* NAD 83(1986)-  39 31 22.     (N)    089 44 23.     (W)     SCALED    
 KB1015* NAVD 88     -       197.176  (meters)     646.90   (feet)  ADJUSTED  
 KB1015  ___________________________________________________________________
 KB1015  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KB1015  DYNAMIC HT  -         197.065 (meters)     646.54  (feet)  COMP
 KB1015  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 KB1015
 KB1015  VERT ORDER  -  SECOND    CLASS 0
 KB1015
 KB1015.The horizontal coordinates were scaled from a topographic map and have
 KB1015.an estimated accuracy of +/- 6 seconds.
 KB1015
 KB1015.The orthometric height was determined by differential leveling
 KB1015.and adjusted by the National Geodetic Survey in June 1991..
 KB1015
 KB1015.The geoid height was determined by GEOID03.
 KB1015
 KB1015.The dynamic height is computed by dividing the NAVD 88
 KB1015.geopotential number by the normal gravity value computed on the
 KB1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1015.degrees latitude (g = 980.6199 gals.).
 KB1015
 KB1015.The modeled gravity was interpolated from observed gravity values.
 KB1015
 KB1015;                    North         East    Units  Estimated Accuracy
 KB1015;SPC IL W     -   317,090.      736,710.      MT  (+/- 180 meters Scaled)
 KB1015
 KB1015                          SUPERSEDED SURVEY CONTROL
 KB1015
 KB1015  NGVD 29 (??/??/92)  197.291  (m)          647.28   (f) ADJ UNCH    2 0
 KB1015
 KB1015.Superseded values are not recommended for survey control.
 KB1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1015.See file dsdata.txt to determine how the superseded data were derived.
 KB1015
 KB1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ645783(NAD 83)
 KB1015_MARKER: DB = BENCH MARK DISK
 KB1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1015_STAMPING: M 218 1960
 KB1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1015+STABILITY: SURFACE MOTION
 KB1015
 KB1015  HISTORY     - Date     Condition        Report By
 KB1015  HISTORY     - 1960     MONUMENTED       CGS
 KB1015  HISTORY     - 1976     GOOD             NGS
 KB1015
 KB1015                          STATION DESCRIPTION
 KB1015
 KB1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1015'2.6 MI NE FROM VIRDEN.
 KB1015'1.6 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAIL ROAD FROM
 KB1015'THE STATION IN VIRDEN, THENCE 1.05 MILES EAST ALONG AN OIL ROAD,
 KB1015'ABOUT 0.2 MILES EAST OF THE JUNCTION OF AN OIL ROAD NORTH, AT A
 KB1015'FARM HOUSE ON THE SOUTH SIDE OF THE ROAD, 23 FEET SOUTH OF THE
 KB1015'CENTER LINE OF THE OIL ROAD, 1.5 FEET NORTH OF THE FENCE AND FENCE
 KB1015'CORNER, 233 FEET WEST OF THE CENTER OF A FARM DRIVE, 104 FEET
 KB1015'EAST OF THE FIRST POWER POLE WEST OF A FARM HOUSE, 1.5 FEET
 KB1015'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 KB1015'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KB1015'2 INCHES.
 KB1015
 KB1015                          STATION RECOVERY (1976)
 KB1015
 KB1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1071 ***********************************************************************
 KB1071  DESIGNATION -  M 219
 KB1071  PID         -  KB1071
 KB1071  STATE/COUNTY-  IL/SANGAMON
 KB1071  USGS QUAD   -  WILLIAMSVILLE (1976)
 KB1071
 KB1071                         *CURRENT SURVEY CONTROL
 KB1071  ___________________________________________________________________
 KB1071* NAD 83(1986)-  39 58 35.     (N)    089 31 35.     (W)     SCALED    
 KB1071* NAVD 88     -       175.221  (meters)     574.87   (feet)  ADJUSTED  
 KB1071  ___________________________________________________________________
 KB1071  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KB1071  DYNAMIC HT  -         175.129 (meters)     574.57  (feet)  COMP
 KB1071  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KB1071
 KB1071  VERT ORDER  -  SECOND    CLASS 0
 KB1071
 KB1071.The horizontal coordinates were scaled from a topographic map and have
 KB1071.an estimated accuracy of +/- 6 seconds.
 KB1071
 KB1071.The orthometric height was determined by differential leveling
 KB1071.and adjusted by the National Geodetic Survey in June 1991..
 KB1071
 KB1071.The geoid height was determined by GEOID03.
 KB1071
 KB1071.The dynamic height is computed by dividing the NAVD 88
 KB1071.geopotential number by the normal gravity value computed on the
 KB1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1071.degrees latitude (g = 980.6199 gals.).
 KB1071
 KB1071.The modeled gravity was interpolated from observed gravity values.
 KB1071
 KB1071;                    North         East    Units  Estimated Accuracy
 KB1071;SPC IL W     -   367,560.      754,690.      MT  (+/- 180 meters Scaled)
 KB1071
 KB1071                          SUPERSEDED SURVEY CONTROL
 KB1071
 KB1071  NGVD 29 (??/??/92)  175.314  (m)          575.18   (f) ADJ UNCH    2 0
 KB1071
 KB1071.Superseded values are not recommended for survey control.
 KB1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1071.See file dsdata.txt to determine how the superseded data were derived.
 KB1071
 KB1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK842281(NAD 83)
 KB1071_MARKER: DB = BENCH MARK DISK
 KB1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB1071_SP_SET: TRESTLE
 KB1071_STAMPING: M 219 1960
 KB1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB1071
 KB1071  HISTORY     - Date     Condition        Report By
 KB1071  HISTORY     - 1960     MONUMENTED       CGS
 KB1071  HISTORY     - 1976     GOOD             NGS
 KB1071
 KB1071                          STATION DESCRIPTION
 KB1071
 KB1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KB1071'2.5 MI NE FROM WILLIAMSVILLE.
 KB1071'0.3 MILES WEST ALONG AN ASPHALT STREET FROM THE CITY WATER TOWER
 KB1071'IN WILLIAMSVILLE, THENCE 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY
 KB1071'66, THENCE 0.05 MILES EAST ALONG A GRAVEL ROAD, THENCE 0.05 MILES
 KB1071'NORTHEAST ALONG THE ILLINOIS TERMINAL RAILROAD, SET IN THE TOP
 KB1071'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE BACKWALL OF A
 KB1071'25 FOOT TRESTLE UNDER THE ILLINOIS TERMINAL RAILROAD, 2 FEET
 KB1071'SOUTHEAST OF THE SOUTHEAST RAIL, 40 FEET NORTHWEST OF THE CENTER
 KB1071'LINE OF A GRAVEL ROAD THAT PARALLELS THE TRACK, 1 FOOT BELOW THE
 KB1071'LEVEL OF THE TRACK.
 KB1071
 KB1071                          STATION RECOVERY (1976)
 KB1071
 KB1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB1071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0199 ***********************************************************************
 LC0199  DESIGNATION -  M 22
 LC0199  PID         -  LC0199
 LC0199  STATE/COUNTY-  IL/CHAMPAIGN
 LC0199  USGS QUAD   -  FOOSLAND (1984)
 LC0199
 LC0199                         *CURRENT SURVEY CONTROL
 LC0199  ___________________________________________________________________
 LC0199* NAD 83(1986)-  40 20 42.     (N)    088 26 29.     (W)     SCALED    
 LC0199* NAVD 88     -       225.729  (meters)     740.58   (feet)  ADJUSTED  
 LC0199  ___________________________________________________________________
 LC0199  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0199  DYNAMIC HT  -         225.620 (meters)     740.22  (feet)  COMP
 LC0199  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 LC0199
 LC0199  VERT ORDER  -  SECOND    CLASS 0
 LC0199
 LC0199.The horizontal coordinates were scaled from a topographic map and have
 LC0199.an estimated accuracy of +/- 6 seconds.
 LC0199
 LC0199.The orthometric height was determined by differential leveling
 LC0199.and adjusted by the National Geodetic Survey in June 1991..
 LC0199
 LC0199.The geoid height was determined by GEOID03.
 LC0199
 LC0199.The dynamic height is computed by dividing the NAVD 88
 LC0199.geopotential number by the normal gravity value computed on the
 LC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0199.degrees latitude (g = 980.6199 gals.).
 LC0199
 LC0199.The modeled gravity was interpolated from observed gravity values.
 LC0199
 LC0199;                    North         East    Units  Estimated Accuracy
 LC0199;SPC IL E     -   408,310.      290,820.      MT  (+/- 180 meters Scaled)
 LC0199
 LC0199                          SUPERSEDED SURVEY CONTROL
 LC0199
 LC0199  NGVD 29 (??/??/92)  225.778  (m)          740.74   (f) ADJ UNCH    2 0
 LC0199
 LC0199.Superseded values are not recommended for survey control.
 LC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0199.See file dsdata.txt to determine how the superseded data were derived.
 LC0199
 LC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK775670(NAD 83)
 LC0199_MARKER: DB = BENCH MARK DISK
 LC0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0199_STAMPING: M 22 1934
 LC0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0199+STABILITY: SURFACE MOTION
 LC0199
 LC0199  HISTORY     - Date     Condition        Report By
 LC0199  HISTORY     - 1934     MONUMENTED       CGS
 LC0199  HISTORY     - 1956     MARK NOT FOUND   USGS
 LC0199  HISTORY     - 1979     POOR             USGS
 LC0199
 LC0199                          STATION DESCRIPTION
 LC0199
 LC0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0199'1.2 MI S FROM FOOSLAND.
 LC0199'1.2 MILES SOUTH ALONG THE WABASH RAILWAY FROM THE STATION AT
 LC0199'FOOSLAND, CHAMPAIGN COUNTY, 4-1/2 POLES SOUTHWEST OF MILEPOST
 LC0199'12, AT A PRIVATE-ROAD CROSSING, 12 FEET NORTHEAST OF THE
 LC0199'CENTERLINE OF THE PRIVATE ROAD, 24 FEET SOUTHEAST OF THE
 LC0199'CENTERLINE OF THE TRACK, 170 FEET NORTHEAST OF POINT OF
 LC0199'INTERSECTION OF THE TANGENTS OF THE CURVE OF A ROAD LEADING
 LC0199'SOUTH, 27 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 5 FEET
 LC0199'NORTHWEST OF A RIGHT-OF-WAY FENCE, AND ABOUT ONE FOOT LOWER
 LC0199'THAN THE TRACK.  A STANDARD DISK, STAMPED M 22 1934 AND SET IN
 LC0199'THE TOP OF A CONCRETE POST.  NOTE-- IT IS SLIGHTLY BENT BUT
 LC0199'APPEARS TO BE SOLID.
 LC0199
 LC0199                          STATION RECOVERY (1956)
 LC0199
 LC0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LC0199'MARK NOT FOUND.
 LC0199
 LC0199                          STATION RECOVERY (1979)
 LC0199
 LC0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LC0199'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1072 ***********************************************************************
 LC1072  DESIGNATION -  M 220
 LC1072  PID         -  LC1072
 LC1072  STATE/COUNTY-  IL/LOGAN
 LC1072  USGS QUAD   -  LINCOLN EAST (1980)
 LC1072
 LC1072                         *CURRENT SURVEY CONTROL
 LC1072  ___________________________________________________________________
 LC1072* NAD 83(1986)-  40 13 59.     (N)    089 15 40.     (W)     SCALED    
 LC1072* NAVD 88     -       187.531  (meters)     615.26   (feet)  ADJUSTED  
 LC1072  ___________________________________________________________________
 LC1072  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1072  DYNAMIC HT  -         187.435 (meters)     614.94  (feet)  COMP
 LC1072  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 LC1072
 LC1072  VERT ORDER  -  SECOND    CLASS 0
 LC1072
 LC1072.The horizontal coordinates were scaled from a topographic map and have
 LC1072.an estimated accuracy of +/- 6 seconds.
 LC1072
 LC1072.The orthometric height was determined by differential leveling
 LC1072.and adjusted by the National Geodetic Survey in June 1991..
 LC1072
 LC1072.The geoid height was determined by GEOID03.
 LC1072
 LC1072.The dynamic height is computed by dividing the NAVD 88
 LC1072.geopotential number by the normal gravity value computed on the
 LC1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1072.degrees latitude (g = 980.6199 gals.).
 LC1072
 LC1072.The modeled gravity was interpolated from observed gravity values.
 LC1072
 LC1072;                    North         East    Units  Estimated Accuracy
 LC1072;SPC IL W     -   396,260.      777,060.      MT  (+/- 180 meters Scaled)
 LC1072
 LC1072                          SUPERSEDED SURVEY CONTROL
 LC1072
 LC1072  NGVD 29 (??/??/92)  187.605  (m)          615.50   (f) ADJ UNCH    2 0
 LC1072
 LC1072.Superseded values are not recommended for survey control.
 LC1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1072.See file dsdata.txt to determine how the superseded data were derived.
 LC1072
 LC1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK076560(NAD 83)
 LC1072_MARKER: DB = BENCH MARK DISK
 LC1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1072_STAMPING: M 220 1960
 LC1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1072+STABILITY: SURFACE MOTION
 LC1072
 LC1072  HISTORY     - Date     Condition        Report By
 LC1072  HISTORY     - 1960     MONUMENTED       CGS
 LC1072
 LC1072                          STATION DESCRIPTION
 LC1072
 LC1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1072'2.5 MI SW FROM ATLANTA.
 LC1072'ABOUT 0.9 MILES SOUTHWEST ALONG AN ASPHALT STREET (OLD U.S.
 LC1072'HIGHWAY 66) FROM THE PUBLIC LIBRARY IN THE CITY PARK IN ATLANTA,
 LC1072'THENCE 1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.15
 LC1072'MILES SOUTH ALONG A GRAVEL ROAD, 24 FEET EAST OF THE CENTER
 LC1072'LINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 2 FEET SOUTH OF THE
 LC1072'SIXTH TELEPHONE POLE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 66,
 LC1072'130 FEET SOUTH SOUTHEAST AND ACROSS THE ROAD FROM THE SECOND
 LC1072'POWER POLE SOUTH OF THE JUNCTION OF U.S. 66, 97 FEET NORTH OF THE
 LC1072'WEST POLE OF A DOUBLE TELEPHONE POLE, 1.9 FEET NORTH NORTHWEST
 LC1072'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 LC1072'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LC1072'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0626 ***********************************************************************
 NH0626  DESIGNATION -  M 221
 NH0626  PID         -  NH0626
 NH0626  STATE/COUNTY-  IL/OGLE
 NH0626  USGS QUAD   -  KINGS (1993)
 NH0626
 NH0626                         *CURRENT SURVEY CONTROL
 NH0626  ___________________________________________________________________
 NH0626* NAD 83(1986)-  42 04 35.     (N)    089 05 42.     (W)     SCALED    
 NH0626* NAVD 88     -       244.518  (meters)     802.22   (feet)  ADJUSTED  
 NH0626  ___________________________________________________________________
 NH0626  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NH0626  DYNAMIC HT  -         244.436 (meters)     801.95  (feet)  COMP
 NH0626  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 NH0626
 NH0626  VERT ORDER  -  FIRST     CLASS I
 NH0626
 NH0626.The horizontal coordinates were scaled from a topographic map and have
 NH0626.an estimated accuracy of +/- 6 seconds.
 NH0626
 NH0626.The orthometric height was determined by differential leveling
 NH0626.and adjusted by the National Geodetic Survey in June 1991..
 NH0626
 NH0626.The geoid height was determined by GEOID03.
 NH0626
 NH0626.The dynamic height is computed by dividing the NAVD 88
 NH0626.geopotential number by the normal gravity value computed on the
 NH0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0626.degrees latitude (g = 980.6199 gals.).
 NH0626
 NH0626.The modeled gravity was interpolated from observed gravity values.
 NH0626
 NH0626;                    North         East    Units  Estimated Accuracy
 NH0626;SPC IL W     -   601,120.      788,680.      MT  (+/- 180 meters Scaled)
 NH0626
 NH0626                          SUPERSEDED SURVEY CONTROL
 NH0626
 NH0626  NGVD 29 (??/??/92)  244.558  (m)          802.35   (f) ADJ UNCH    1 1
 NH0626
 NH0626.Superseded values are not recommended for survey control.
 NH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0626.See file dsdata.txt to determine how the superseded data were derived.
 NH0626
 NH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM267603(NAD 83)
 NH0626_MARKER: DB = BENCH MARK DISK
 NH0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NH0626_SP_SET: CULVERT
 NH0626_STAMPING: M 221 1960
 NH0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NH0626
 NH0626  HISTORY     - Date     Condition        Report By
 NH0626  HISTORY     - 1960     MONUMENTED       CGS
 NH0626  HISTORY     - 1969     GOOD             NGS
 NH0626  HISTORY     - 1987     GOOD             USPSQD
 NH0626  HISTORY     - 19960614 GOOD             USPSQD
 NH0626  HISTORY     - 20010725 MARK NOT FOUND   USPSQD
 NH0626  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 NH0626
 NH0626                          STATION DESCRIPTION
 NH0626
 NH0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NH0626'1 MI N FROM HOLCOMB.
 NH0626'ABOUT 0.95 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NH0626'RAILROAD FROM THE STATION AT HOLCOMB, OR ABOUT 1.6 MILES SOUTH
 NH0626'ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION
 NH0626'AT DAVIS JUNCTION, 170 YARDS SOUTH OF THE CENTER OF A CROSSING
 NH0626'OF THE RAILROAD AND A PAVED ROAD, 57 1/2 FEET EAST OF THE EAST
 NH0626'RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 NH0626'HEADWALL OF A CONCRETE BOX CULVERT, 15 1/2 FEET WEST OF THE
 NH0626'CENTER LINE OF THE PAVED ROAD WHICH PARALLELS THE TRACK ON THE
 NH0626'EAST SIDE, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD, AND ABOUT
 NH0626'2 FEET BELOW THE LEVEL OF THE TRACK.  SEC 34, T42N, R1E.
 NH0626
 NH0626                          STATION RECOVERY (1987)
 NH0626
 NH0626'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0626'RECOVERED IN GOOD CONDITION.
 NH0626
 NH0626                          STATION RECOVERY (1996)
 NH0626
 NH0626'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0626'RECOVERED IN GOOD CONDITION.
 NH0626
 NH0626                          STATION RECOVERY (2001)
 NH0626
 NH0626'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0626'MARK NOT FOUND.
 NH0626
 NH0626                          STATION RECOVERY (2004)
 NH0626
 NH0626'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0580 ***********************************************************************
 NH0580  DESIGNATION -  M 222
 NH0580  PID         -  NH0580
 NH0580  STATE/COUNTY-  IL/WINNEBAGO
 NH0580  USGS QUAD   -  ROCKFORD NORTH (1993)
 NH0580
 NH0580                         *CURRENT SURVEY CONTROL
 NH0580  ___________________________________________________________________
 NH0580* NAD 83(1986)-  42 16 05.     (N)    089 05 48.     (W)     SCALED    
 NH0580* NAVD 88     -       219.610  (meters)     720.50   (feet)  ADJUSTED  
 NH0580  ___________________________________________________________________
 NH0580  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NH0580  DYNAMIC HT  -         219.540 (meters)     720.27  (feet)  COMP
 NH0580  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 NH0580
 NH0580  VERT ORDER  -  FIRST     CLASS II
 NH0580
 NH0580.The horizontal coordinates were scaled from a topographic map and have
 NH0580.an estimated accuracy of +/- 6 seconds.
 NH0580
 NH0580.The orthometric height was determined by differential leveling
 NH0580.and adjusted by the National Geodetic Survey in June 1991..
 NH0580
 NH0580.The geoid height was determined by GEOID03.
 NH0580
 NH0580.The dynamic height is computed by dividing the NAVD 88
 NH0580.geopotential number by the normal gravity value computed on the
 NH0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0580.degrees latitude (g = 980.6199 gals.).
 NH0580
 NH0580.The modeled gravity was interpolated from observed gravity values.
 NH0580
 NH0580;                    North         East    Units  Estimated Accuracy
 NH0580;SPC IL W     -   622,410.      788,270.      MT  (+/- 180 meters Scaled)
 NH0580
 NH0580                          SUPERSEDED SURVEY CONTROL
 NH0580
 NH0580  NGVD 29 (??/??/92)  219.668  (m)          720.69   (f) ADJ UNCH    1 2
 NH0580
 NH0580.Superseded values are not recommended for survey control.
 NH0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0580.See file dsdata.txt to determine how the superseded data were derived.
 NH0580
 NH0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM270816(NAD 83)
 NH0580_MARKER: DB = BENCH MARK DISK
 NH0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0580_SP_SET: BUILDING
 NH0580_STAMPING: M 222 1960
 NH0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0580
 NH0580  HISTORY     - Date     Condition        Report By
 NH0580  HISTORY     - 1960     MONUMENTED       CGS
 NH0580  HISTORY     - 1987     GOOD             USPSQD
 NH0580  HISTORY     - 19970323 GOOD             USPSQD
 NH0580  HISTORY     - 20020722 GOOD             USPSQD
 NH0580
 NH0580                          STATION DESCRIPTION
 NH0580
 NH0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0580'AT ROCKFORD.
 NH0580'AT ROCKFORD, AT THE INTERSECTION OF SOUTH MAIN STREET (HIGHWAY
 NH0580'2) AND GREEN STREET, IN S-22, R-1E, T-44N, 28 FEET WEST-NORTHWEST
 NH0580'OF THE WEST-NORTHWEST CURB OF SOUTH MAIN STREET, 184 FEET
 NH0580'SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST CURB OF GREEN STREET, 170
 NH0580'FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST CURB OF CEDAR
 NH0580'STREET, IN TOP OF THE WEST-SOUTHWEST CORNER OF THE LIMESTONE
 NH0580'BASE OF SOUTH-SOUTHWEST SANDSTONE COLUMN IN ROW OF SANDSTONE
 NH0580'COLUMNS DECORATING THE FRONT OF POST OFFICE BUILDING, AND ABOUT
 NH0580'4 FEET ABOVE THE LEVEL OF SOUTH MAIN STREET SIDEWALK.
 NH0580
 NH0580                          STATION RECOVERY (1987)
 NH0580
 NH0580'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0580'RECOVERED IN GOOD CONDITION.
 NH0580
 NH0580                          STATION RECOVERY (1997)
 NH0580
 NH0580'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0580'RECOVERED IN GOOD CONDITION.
 NH0580
 NH0580                          STATION RECOVERY (2002)
 NH0580
 NH0580'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 NH0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0529 ***********************************************************************
 MF0529  DESIGNATION -  M 223
 MF0529  PID         -  MF0529
 MF0529  STATE/COUNTY-  IL/OGLE
 MF0529  USGS QUAD   -  ROCHELLE (1993)
 MF0529
 MF0529                         *CURRENT SURVEY CONTROL
 MF0529  ___________________________________________________________________
 MF0529* NAD 83(1986)-  41 57 43.     (N)    089 06 47.     (W)     SCALED    
 MF0529* NAVD 88     -       252.065  (meters)     826.98   (feet)  ADJUSTED  
 MF0529  ___________________________________________________________________
 MF0529  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MF0529  DYNAMIC HT  -         251.978 (meters)     826.70  (feet)  COMP
 MF0529  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 MF0529
 MF0529  VERT ORDER  -  FIRST     CLASS I
 MF0529
 MF0529.The horizontal coordinates were scaled from a topographic map and have
 MF0529.an estimated accuracy of +/- 6 seconds.
 MF0529
 MF0529.The orthometric height was determined by differential leveling
 MF0529.and adjusted by the National Geodetic Survey in June 1991..
 MF0529
 MF0529.The geoid height was determined by GEOID03.
 MF0529
 MF0529.The dynamic height is computed by dividing the NAVD 88
 MF0529.geopotential number by the normal gravity value computed on the
 MF0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0529.degrees latitude (g = 980.6199 gals.).
 MF0529
 MF0529.The modeled gravity was interpolated from observed gravity values.
 MF0529
 MF0529;                    North         East    Units  Estimated Accuracy
 MF0529;SPC IL W     -   588,390.      787,340.      MT  (+/- 180 meters Scaled)
 MF0529
 MF0529                          SUPERSEDED SURVEY CONTROL
 MF0529
 MF0529  NGVD 29 (??/??/92)  252.112  (m)          827.14   (f) ADJ UNCH    1 1
 MF0529
 MF0529.Superseded values are not recommended for survey control.
 MF0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0529.See file dsdata.txt to determine how the superseded data were derived.
 MF0529
 MF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM248477(NAD 83)
 MF0529_MARKER: DB = BENCH MARK DISK
 MF0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0529_STAMPING: M 223 1960
 MF0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0529+STABILITY: SURFACE MOTION
 MF0529
 MF0529  HISTORY     - Date     Condition        Report By
 MF0529  HISTORY     - 1960     MONUMENTED       CGS
 MF0529  HISTORY     - 1969     GOOD             NGS
 MF0529  HISTORY     - 19960514 GOOD             USPSQD
 MF0529  HISTORY     - 20010725 GOOD             USPSQD
 MF0529  HISTORY     - 20040929 GOOD             USPSQD
 MF0529
 MF0529                          STATION DESCRIPTION
 MF0529
 MF0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0529'3.2 MI S FROM KINGS.
 MF0529'ABOUT 3.15 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0529'RAILROAD FROM THE FIRST PRESBYTERIAN CHURCH AT KINGS, 85 YARDS
 MF0529'SOUTH OF MILEPOST 2, 46 1/2 FEET WEST OF THE WEST RAIL, 155 FEET
 MF0529'SOUTH OF THE CENTER LINE OF A PAVED ROAD, 121 FEET SOUTH OF A
 MF0529'CORNER FENCE POST, 1 1/2 FEET EAST OF A FENCE, 2.2 FEET SOUTHEAST
 MF0529'OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK,
 MF0529'AND SET IN THE TOP OF A CONCRETE POST WHCIH PROJECTS 3 INCHES
 MF0529'ABOVE THE SURFACE OF THE GROUND.  SEC 9, T40N, R1E
 MF0529
 MF0529                          STATION RECOVERY (1996)
 MF0529
 MF0529'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0529'RECOVERED IN GOOD CONDITION.
 MF0529
 MF0529                          STATION RECOVERY (2001)
 MF0529
 MF0529'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0529'RECOVERED IN GOOD CONDITION.
 MF0529
 MF0529                          STATION RECOVERY (2004)
 MF0529
 MF0529'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MF0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0576 ***********************************************************************
 MF0576  DESIGNATION -  M 224
 MF0576  PID         -  MF0576
 MF0576  STATE/COUNTY-  IL/LEE
 MF0576  USGS QUAD   -  STEWARD (1993)
 MF0576
 MF0576                         *CURRENT SURVEY CONTROL
 MF0576  ___________________________________________________________________
 MF0576* NAD 83(1986)-  41 45 36.     (N)    089 01 45.     (W)     SCALED    
 MF0576* NAVD 88     -       250.305  (meters)     821.21   (feet)  ADJUSTED  
 MF0576  ___________________________________________________________________
 MF0576  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0576  DYNAMIC HT  -         250.211 (meters)     820.90  (feet)  COMP
 MF0576  MODELED GRAV-     980,244.2   (mgal)                       NAVD 88
 MF0576
 MF0576  VERT ORDER  -  FIRST     CLASS I
 MF0576
 MF0576.The horizontal coordinates were scaled from a topographic map and have
 MF0576.an estimated accuracy of +/- 6 seconds.
 MF0576
 MF0576.The orthometric height was determined by differential leveling
 MF0576.and adjusted by the National Geodetic Survey in June 1991..
 MF0576
 MF0576.The geoid height was determined by GEOID03.
 MF0576
 MF0576.The dynamic height is computed by dividing the NAVD 88
 MF0576.geopotential number by the normal gravity value computed on the
 MF0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0576.degrees latitude (g = 980.6199 gals.).
 MF0576
 MF0576.The modeled gravity was interpolated from observed gravity values.
 MF0576
 MF0576;                    North         East    Units  Estimated Accuracy
 MF0576;SPC IL W     -   566,050.      794,590.      MT  (+/- 180 meters Scaled)
 MF0576
 MF0576                          SUPERSEDED SURVEY CONTROL
 MF0576
 MF0576  NGVD 29 (??/??/92)  250.347  (m)          821.35   (f) ADJ UNCH    1 1
 MF0576
 MF0576.Superseded values are not recommended for survey control.
 MF0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0576.See file dsdata.txt to determine how the superseded data were derived.
 MF0576
 MF0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM313251(NAD 83)
 MF0576_MARKER: DB = BENCH MARK DISK
 MF0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0576_SP_SET: CULVERT
 MF0576_STAMPING: M 224 1960
 MF0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0576
 MF0576  HISTORY     - Date     Condition        Report By
 MF0576  HISTORY     - 1960     MONUMENTED       CGS
 MF0576  HISTORY     - 1969     GOOD             NGS
 MF0576  HISTORY     - 19950818 MARK NOT FOUND   USPSQD
 MF0576  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MF0576  HISTORY     - 20030628 MARK NOT FOUND   USPSQD
 MF0576
 MF0576                          STATION DESCRIPTION
 MF0576
 MF0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0576'12.1 MI S FROM ROCHELLE.
 MF0576'ABOUT 5.55 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MF0576'RAILROAD FROM THE STATION AT ROCHELLE, THENCE 6.55 MILES SOUTH
 MF0576'ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 MF0576'73 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE RAILROAD
 MF0576'AND U.S. HIGHWAY 30, 54 1/2 FEET EAST OF THE EAST RAIL, 30 FEET
 MF0576'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 MF0576'NORTH END OF THE WEST CONCRETE HEADWALL OF A CONCRETE BOX
 MF0576'CULVERT UNDER A TRAIL ROAD, 75 FEET SOUTH AND ACROSS THE HIGHWAY
 MF0576'FROM THE SOUTHWEST CONRER OF THE TWIN GROVE CEMETERY, AND ABOUT
 MF0576'1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 20, T38N, R2E.
 MF0576
 MF0576                          STATION RECOVERY (1995)
 MF0576
 MF0576'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0576'MARK NOT FOUND.
 MF0576
 MF0576                          STATION RECOVERY (2002)
 MF0576
 MF0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0576'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0576
 MF0576                          STATION RECOVERY (2003)
 MF0576
 MF0576'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0690 ***********************************************************************
 MF0690  DESIGNATION -  M 225
 MF0690  PID         -  MF0690
 MF0690  STATE/COUNTY-  IL/LA SALLE
 MF0690  USGS QUAD   -  TROY GROVE (1993)
 MF0690
 MF0690                         *CURRENT SURVEY CONTROL
 MF0690  ___________________________________________________________________
 MF0690* NAD 83(1986)-  41 23 47.     (N)    089 06 58.     (W)     SCALED    
 MF0690* NAVD 88     -       198.171  (meters)     650.17   (feet)  ADJUSTED  
 MF0690  ___________________________________________________________________
 MF0690  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0690  DYNAMIC HT  -         198.092 (meters)     649.91  (feet)  COMP
 MF0690  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 MF0690
 MF0690  VERT ORDER  -  FIRST     CLASS I
 MF0690
 MF0690.The horizontal coordinates were scaled from a topographic map and have
 MF0690.an estimated accuracy of +/- 6 seconds.
 MF0690
 MF0690.The orthometric height was determined by differential leveling
 MF0690.and adjusted by the National Geodetic Survey in June 1991..
 MF0690
 MF0690.The geoid height was determined by GEOID03.
 MF0690
 MF0690.The dynamic height is computed by dividing the NAVD 88
 MF0690.geopotential number by the normal gravity value computed on the
 MF0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0690.degrees latitude (g = 980.6199 gals.).
 MF0690
 MF0690.The modeled gravity was interpolated from observed gravity values.
 MF0690
 MF0690;                    North         East    Units  Estimated Accuracy
 MF0690;SPC IL E     -   525,360.      234,540.      MT  (+/- 180 meters Scaled)
 MF0690
 MF0690                          SUPERSEDED SURVEY CONTROL
 MF0690
 MF0690  NGVD 29 (??/??/92)  198.221  (m)          650.33   (f) ADJ UNCH    1 1
 MF0690
 MF0690.Superseded values are not recommended for survey control.
 MF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0690.See file dsdata.txt to determine how the superseded data were derived.
 MF0690
 MF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL230849(NAD 83)
 MF0690_MARKER: DB = BENCH MARK DISK
 MF0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0690_STAMPING: M 225 1960
 MF0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0690+STABILITY: SURFACE MOTION
 MF0690
 MF0690  HISTORY     - Date     Condition        Report By
 MF0690  HISTORY     - 1960     MONUMENTED       CGS
 MF0690  HISTORY     - 1969     GOOD             NGS
 MF0690  HISTORY     - 19970711 MARK NOT FOUND   USPSQD
 MF0690  HISTORY     - 20020803 MARK NOT FOUND   USPSQD
 MF0690
 MF0690                          STATION DESCRIPTION
 MF0690
 MF0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0690'5.2 MI N FROM LA SALLE.
 MF0690'ABOUT 0.1 MILE EAST ALONG THIRD STREET FROM THE POST OFFICE AT
 MF0690'LA SALLE, THENCE 0.6 MILE NORTH ALONG JOLIET STREET WHICH IS
 MF0690'STATE HIGHWAY 351, THENCE 1.4 MILES NORTH ALONG ST. VINCENTS
 MF0690'AVENUE WHICH IS STATE HIGHWAY 351, THENCE 1.05 MILES NORTHWEST
 MF0690'ALONG OLD U.S. HIGHWAY 51, THENCE 2.1 MILES NORTH ALONG THE
 MF0690'ILLINOIS CENTRAL RAILROAD, 0.15 MILE NORTH OF MILEPOST 861,
 MF0690'47 FEET WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, 48 FEET
 MF0690'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 27 1/2 FEET
 MF0690'SOUTH OF A CORNER FENCE POST, 40 FEET SOUTHEAST OF AN UNDERGROUND
 MF0690'PIPE LINE MARKER, 25 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 1
 MF0690'FOOT EAST OF A FENCE, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 MF0690'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP
 MF0690'OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE
 MF0690'OF THE GROUND.  SEC 28, T34N, R 1E.
 MF0690
 MF0690                          STATION RECOVERY (1997)
 MF0690
 MF0690'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0690'MARK NOT FOUND.
 MF0690
 MF0690                          STATION RECOVERY (2002)
 MF0690
 MF0690'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0110 ***********************************************************************
 NH0110  DESIGNATION -  M 226
 NH0110  PID         -  NH0110
 NH0110  STATE/COUNTY-  IL/MCHENRY
 NH0110  USGS QUAD   -  RICHMOND (1992)
 NH0110
 NH0110                         *CURRENT SURVEY CONTROL
 NH0110  ___________________________________________________________________
 NH0110* NAD 83(1986)-  42 23 46.     (N)    088 17 51.     (W)     SCALED    
 NH0110* NAVD 88     -       260.363  (meters)     854.21   (feet)  ADJUSTED  
 NH0110  ___________________________________________________________________
 NH0110  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NH0110  DYNAMIC HT  -         260.279 (meters)     853.93  (feet)  COMP
 NH0110  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 NH0110
 NH0110  VERT ORDER  -  SECOND    CLASS 0
 NH0110
 NH0110.The horizontal coordinates were scaled from a topographic map and have
 NH0110.an estimated accuracy of +/- 6 seconds.
 NH0110
 NH0110.The orthometric height was determined by differential leveling
 NH0110.and adjusted by the National Geodetic Survey in June 1991..
 NH0110
 NH0110.The geoid height was determined by GEOID03.
 NH0110
 NH0110.The dynamic height is computed by dividing the NAVD 88
 NH0110.geopotential number by the normal gravity value computed on the
 NH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0110.degrees latitude (g = 980.6199 gals.).
 NH0110
 NH0110.The modeled gravity was interpolated from observed gravity values.
 NH0110
 NH0110;                    North         East    Units  Estimated Accuracy
 NH0110;SPC IL E     -   636,100.      302,950.      MT  (+/- 180 meters Scaled)
 NH0110
 NH0110                          SUPERSEDED SURVEY CONTROL
 NH0110
 NH0110  NGVD 29 (??/??/92)  260.424  (m)          854.41   (f) ADJ UNCH    2 0
 NH0110
 NH0110.Superseded values are not recommended for survey control.
 NH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0110.See file dsdata.txt to determine how the superseded data were derived.
 NH0110
 NH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM932945(NAD 83)
 NH0110_MARKER: DB = BENCH MARK DISK
 NH0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0110_SP_SET: BRIDGE ABUTMENT
 NH0110_STAMPING: M 226 1960
 NH0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0110
 NH0110  HISTORY     - Date     Condition        Report By
 NH0110  HISTORY     - 1960     MONUMENTED       CGS
 NH0110  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0110  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NH0110  HISTORY     - 19940608 POOR             USPSQD
 NH0110
 NH0110                          STATION DESCRIPTION
 NH0110
 NH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0110'0.3 MI N FROM RINGWOOD.
 NH0110'ABOUT 0.3 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NH0110'FROM THE STATION SHELTER AT RINGWOOD, 0.4 MILE SOUTH OF MILEPOLE
 NH0110'70, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 NH0110'SOUTH AND NORTHWEST, 4 1/2 FEET NORTHEAST OF THE NORTHEAST
 NH0110'RAIL, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT FOR
 NH0110'SMALL CONCRETE BRIDGE NO. 691, AND ABOUT 1 FOOT BELOW THE LEVEL
 NH0110'OF THE TRACK.
 NH0110
 NH0110                          STATION RECOVERY (1987)
 NH0110
 NH0110'RECOVERY NOTE BY US POWER SQUADRON 1987 (MM)
 NH0110'MARK NOT FOUND.
 NH0110
 NH0110                          STATION RECOVERY (1989)
 NH0110
 NH0110'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBD)
 NH0110'MARK NOT FOUND.
 NH0110
 NH0110                          STATION RECOVERY (1994)
 NH0110
 NH0110'RECOVERY NOTE BY US POWER SQUADRON 1994
 NH0110'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0179 ***********************************************************************
 NH0179  DESIGNATION -  M 227
 NH0179  PID         -  NH0179
 NH0179  STATE/COUNTY-  IL/KANE
 NH0179  USGS QUAD   -  ELGIN (1992)
 NH0179
 NH0179                         *CURRENT SURVEY CONTROL
 NH0179  ___________________________________________________________________
 NH0179* NAD 83(1986)-  42 06 06.     (N)    088 16 52.     (W)     SCALED    
 NH0179* NAVD 88     -       220.444  (meters)     723.24   (feet)  ADJUSTED  
 NH0179  ___________________________________________________________________
 NH0179  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NH0179  DYNAMIC HT  -         220.367 (meters)     722.99  (feet)  COMP
 NH0179  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 NH0179
 NH0179  VERT ORDER  -  SECOND    CLASS 0
 NH0179
 NH0179.The horizontal coordinates were scaled from a topographic map and have
 NH0179.an estimated accuracy of +/- 6 seconds.
 NH0179
 NH0179.The orthometric height was determined by differential leveling
 NH0179.and adjusted by the National Geodetic Survey in June 1991..
 NH0179
 NH0179.The geoid height was determined by GEOID03.
 NH0179
 NH0179.The dynamic height is computed by dividing the NAVD 88
 NH0179.geopotential number by the normal gravity value computed on the
 NH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0179.degrees latitude (g = 980.6199 gals.).
 NH0179
 NH0179.The modeled gravity was interpolated from observed gravity values.
 NH0179
 NH0179;                    North         East    Units  Estimated Accuracy
 NH0179;SPC IL E     -   603,400.      304,320.      MT  (+/- 180 meters Scaled)
 NH0179
 NH0179                          SUPERSEDED SURVEY CONTROL
 NH0179
 NH0179  NGVD 29 (??/??/92)  220.513  (m)          723.47   (f) ADJ UNCH    2 0
 NH0179
 NH0179.Superseded values are not recommended for survey control.
 NH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0179.See file dsdata.txt to determine how the superseded data were derived.
 NH0179
 NH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM940618(NAD 83)
 NH0179_MARKER: DB = BENCH MARK DISK
 NH0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NH0179_SP_SET: BRIDGE
 NH0179_STAMPING: M 227 1960
 NH0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0179
 NH0179  HISTORY     - Date     Condition        Report By
 NH0179  HISTORY     - 1960     MONUMENTED       CGS
 NH0179  HISTORY     - 1987     GOOD             USPSQD
 NH0179  HISTORY     - 1988     GOOD             USPSQD
 NH0179  HISTORY     - 19910319 GOOD             USPSQD
 NH0179  HISTORY     - 19971101 GOOD             USPSQD
 NH0179  HISTORY     - 19980522 GOOD             USPSQD
 NH0179  HISTORY     - 20010110 MARK NOT FOUND   PATRIC
 NH0179
 NH0179                          STATION DESCRIPTION
 NH0179
 NH0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NH0179'AT DUNDEE.
 NH0179'AT DUNDEE, ABOUT 0.25 MILE WEST ALONG BARRINGTON AVENUE FROM
 NH0179'THE CHICAGO AND NORTH WESTERN RAILWAY STATION, THENCE ABOUT
 NH0179'0.1 MILE NORTH ALONG WATER STREET, AT THE JUNCTION OF WATER
 NH0179'AND NORTH STREETS, AT THE EAST END OF A PEDESTRIAN BRIDGE OVER
 NH0179'FOX RIVER, IN TOP OF THE CONCRETE BASE AT THE NORTH END OF THE
 NH0179'CONCRETE STEPS, 41 FEET WEST OF THE CENTER LINE OF WATER STREET,
 NH0179'1 1/2 FEET WEST OF THE EAST END OF THE BASE, ABOUT 4 FEET ABOVE
 NH0179'THE LEVEL OF THE STREET, AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 NH0179'THIS MARK CAN BE REACHED BY GOING ABOUT 0.5 MILE SOUTH ALONG
 NH0179'WATER STREET FROM THE CHICAGO AND NORTH WESTERN RAILWAY STATION
 NH0179'AT CARPENTERSVILLE.
 NH0179
 NH0179                          STATION RECOVERY (1987)
 NH0179
 NH0179'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBL)
 NH0179'RECOVERED IN GOOD CONDITION.
 NH0179
 NH0179                          STATION RECOVERY (1988)
 NH0179
 NH0179'RECOVERY NOTE BY US POWER SQUADRON 1988 (MJM)
 NH0179'RECOVERED IN GOOD CONDITION.
 NH0179
 NH0179                          STATION RECOVERY (1991)
 NH0179
 NH0179'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBL)
 NH0179'RECOVERED IN GOOD CONDITION.
 NH0179
 NH0179                          STATION RECOVERY (1997)
 NH0179
 NH0179'RECOVERY NOTE BY US POWER SQUADRON 1997
 NH0179'RECOVERED IN GOOD CONDITION.
 NH0179
 NH0179                          STATION RECOVERY (1998)
 NH0179
 NH0179'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0179'RECOVERED IN GOOD CONDITION.
 NH0179
 NH0179                          STATION RECOVERY (2001)
 NH0179
 NH0179'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2001 (SL)
 NH0179'LIKELY DESTROYED - STEPS REPLACED W/RAMP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0848 ***********************************************************************
 LC0848  DESIGNATION -  M 229
 LC0848  PID         -  LC0848
 LC0848  STATE/COUNTY-  IL/WOODFORD
 LC0848  USGS QUAD   -  BENSON (1995)
 LC0848
 LC0848                         *CURRENT SURVEY CONTROL
 LC0848  ___________________________________________________________________
 LC0848* NAD 83(1997)-  40 51 12.61127(N)    089 01 40.12777(W)     ADJUSTED  
 LC0848* NAVD 88     -       222.088  (meters)     728.63   (feet)  ADJUSTED  
 LC0848  ___________________________________________________________________
 LC0848  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LC0848  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LC0848  DYNAMIC HT  -         221.990 (meters)     728.31  (feet)  COMP
 LC0848  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 LC0848
 LC0848  HORZ ORDER  -  SECOND
 LC0848  VERT ORDER  -  FIRST     CLASS I
 LC0848
 LC0848.The horizontal coordinates were established by classical geodetic methods
 LC0848.and adjusted by the National Geodetic Survey in October 1999..
 LC0848
 LC0848.The orthometric height was determined by differential leveling
 LC0848.and adjusted by the National Geodetic Survey in June 1991..
 LC0848
 LC0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0848
 LC0848.The geoid height was determined by GEOID03.
 LC0848
 LC0848.The dynamic height is computed by dividing the NAVD 88
 LC0848.geopotential number by the normal gravity value computed on the
 LC0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0848.degrees latitude (g = 980.6199 gals.).
 LC0848
 LC0848.The modeled gravity was interpolated from observed gravity values.
 LC0848
 LC0848;                    North         East     Units Scale Factor Converg.
 LC0848;SPC IL W     -   465,381.938   796,024.757   MT  1.00005463   +0 44 42.0
 LC0848;SPC IL W     - 1,526,840.57  2,611,624.56   sFT  1.00005463   +0 44 42.0
 LC0848;SPC IL E     -   465,005.511   241,441.876   MT  1.00001719   -0 27 15.4
 LC0848;SPC IL E     - 1,525,605.58    792,130.55   sFT  1.00001719   -0 27 15.4
 LC0848;UTM  16      - 4,524,473.699   329,075.536   MT  0.99995960   -1 19 36.4
 LC0848
 LC0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0848!SPC IL W     -   0.99997024  x   1.00005463  =   1.00002487
 LC0848!SPC IL E     -   0.99997024  x   1.00001719  =   0.99998743
 LC0848!UTM  16      -   0.99997024  x   0.99995960  =   0.99992984
 LC0848
 LC0848                          SUPERSEDED SURVEY CONTROL
 LC0848
 LC0848  NAD 83(1986)-  40 51 12.62662(N)    089 01 40.13384(W) AD(       ) 2
 LC0848  NAD 27      -  40 51 12.50607(N)    089 01 39.85979(W) AD(       ) 2
 LC0848  NGVD 29 (??/??/92)  222.141  (m)          728.81   (f) ADJ UNCH    1 1
 LC0848
 LC0848.Superseded values are not recommended for survey control.
 LC0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0848.See file dsdata.txt to determine how the superseded data were derived.
 LC0848
 LC0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL2907624474(NAD 83)
 LC0848_MARKER: DB = BENCH MARK DISK
 LC0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0848_STAMPING: M 229 1960
 LC0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0848+STABILITY: SURFACE MOTION
 LC0848
 LC0848  HISTORY     - Date     Condition        Report By
 LC0848  HISTORY     - 1960     MONUMENTED       CGS
 LC0848  HISTORY     - 1969     GOOD             NGS
 LC0848  HISTORY     - 1972     GOOD             NGS
 LC0848  HISTORY     - 19981023 MARK NOT FOUND   USPSQD
 LC0848
 LC0848                          STATION DESCRIPTION
 LC0848
 LC0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0848'3.4 MI S FROM MINONK.
 LC0848'ABOUT 3.35 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0848'THE STATION AT MINONK, 0.5 MILE NORTH OF THE GRAIN ELEVATORS AT
 LC0848'WOODFORD, 141 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE
 LC0848'RAILROAD AND A ROAD, 96 FEET EAST OF THE EAST RAIL, 106 FEET NORTH
 LC0848'OF THE CENTER LINE OF THE ROAD, 119 FEET NORTHEAST OF A RAILROAD
 LC0848'CROSSING SIGN, 86 FEET NORTH OF AN IRON FENCE POST, 1 1/2 FEET
 LC0848'WEST OF A FENCE, 2.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 LC0848'1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF  A
 LC0848'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 LC0848'GROUND.  SEC 30, T28N, R2E
 LC0848
 LC0848                          STATION RECOVERY (1972)
 LC0848
 LC0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LC0848'RECOVERED IN GOOD CONDITION.
 LC0848
 LC0848                          STATION RECOVERY (1998)
 LC0848
 LC0848'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0718 ***********************************************************************
 MF0718  DESIGNATION -  M 230
 MF0718  PID         -  MF0718
 MF0718  STATE/COUNTY-  IL/LA SALLE
 MF0718  USGS QUAD   -  LA SALLE (1993)
 MF0718
 MF0718                         *CURRENT SURVEY CONTROL
 MF0718  ___________________________________________________________________
 MF0718* NAD 83(1986)-  41 18 30.     (N)    089 04 05.     (W)     SCALED    
 MF0718* NAVD 88     -       173.398  (meters)     568.89   (feet)  ADJUSTED  
 MF0718  ___________________________________________________________________
 MF0718  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0718  DYNAMIC HT  -         173.328 (meters)     568.66  (feet)  COMP
 MF0718  MODELED GRAV-     980,217.6   (mgal)                       NAVD 88
 MF0718
 MF0718  VERT ORDER  -  FIRST     CLASS I
 MF0718
 MF0718.The horizontal coordinates were scaled from a topographic map and have
 MF0718.an estimated accuracy of +/- 6 seconds.
 MF0718
 MF0718.The orthometric height was determined by differential leveling
 MF0718.and adjusted by the National Geodetic Survey in June 1991..
 MF0718
 MF0718.The geoid height was determined by GEOID03.
 MF0718
 MF0718.The dynamic height is computed by dividing the NAVD 88
 MF0718.geopotential number by the normal gravity value computed on the
 MF0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0718.degrees latitude (g = 980.6199 gals.).
 MF0718
 MF0718.The modeled gravity was interpolated from observed gravity values.
 MF0718
 MF0718;                    North         East    Units  Estimated Accuracy
 MF0718;SPC IL E     -   515,540.      238,470.      MT  (+/- 180 meters Scaled)
 MF0718
 MF0718                          SUPERSEDED SURVEY CONTROL
 MF0718
 MF0718  NGVD 29 (??/??/92)  173.462  (m)          569.10   (f) ADJ UNCH    1 1
 MF0718
 MF0718.Superseded values are not recommended for survey control.
 MF0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0718.See file dsdata.txt to determine how the superseded data were derived.
 MF0718
 MF0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL268750(NAD 83)
 MF0718_MARKER: DB = BENCH MARK DISK
 MF0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0718_SP_SET: ABUTMENT
 MF0718_STAMPING: M 230 1960
 MF0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0718+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 MF0718
 MF0718  HISTORY     - Date     Condition        Report By
 MF0718  HISTORY     - 1960     MONUMENTED       CGS
 MF0718  HISTORY     - 1969     GOOD             NGS
 MF0718  HISTORY     - 19970728 GOOD             USPSQD
 MF0718  HISTORY     - 20020826 GOOD             USPSQD
 MF0718
 MF0718                          STATION DESCRIPTION
 MF0718
 MF0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0718'1.2 MI N FROM OGLESBY.
 MF0718'ABOUT 0.3 MILE WEST ALONG WALNUT STREET FROM THE POST OFFICE AT
 MF0718'OGLESBY, THENCE 0.95 MILE NORTH ALONG STATE HIGHWAYS 71 AND 351,
 MF0718'0.05 MILE EAST OF MILEPOST 854 ON THE ILLINOIS CENTRAL RAILROAD,
 MF0718'16 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 MF0718'TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A HIGHWAY
 MF0718'OVERPASS FOR THE RAILROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 MF0718'HIGHWAY.  SEC 25, T33N, R1E
 MF0718
 MF0718                          STATION RECOVERY (1997)
 MF0718
 MF0718'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0718'RECOVERED IN GOOD CONDITION.
 MF0718
 MF0718                          STATION RECOVERY (2002)
 MF0718
 MF0718'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3486 ***********************************************************************
 AI3486  DESIGNATION -  M 230 RESET
 AI3486  PID         -  AI3486
 AI3486  STATE/COUNTY-  IL/LA SALLE
 AI3486  USGS QUAD   -  LA SALLE (1993)
 AI3486
 AI3486                         *CURRENT SURVEY CONTROL
 AI3486  ___________________________________________________________________
 AI3486* NAD 83(1986)-  41 18 30.     (N)    089 04 05.     (W)     SCALED    
 AI3486* NAVD 88     -       173.90   (meters)     570.5    (feet)  RESET     
 AI3486  ___________________________________________________________________
 AI3486  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AI3486
 AI3486  VERT ORDER  -  THIRD
 AI3486
 AI3486.The horizontal coordinates were scaled from a topographic map and have
 AI3486.an estimated accuracy of +/- 6 seconds.
 AI3486
 AI3486.The orthometric height was computed from unverified reset data.
 AI3486.No vertical observational check was made to the station.
 AI3486
 AI3486.The geoid height was determined by GEOID03.
 AI3486
 AI3486;                    North         East    Units  Estimated Accuracy
 AI3486;SPC IL E     -   515,540.      238,470.      MT  (+/- 180 meters Scaled)
 AI3486
 AI3486                          SUPERSEDED SURVEY CONTROL
 AI3486
 AI3486.No superseded survey control is available for this station.
 AI3486
 AI3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL268750(NAD 83)
 AI3486_MARKER: DV = VERTICAL CONTROL DISK
 AI3486_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3486_SP_SET: ABUTMENT WINGWALL
 AI3486_STAMPING: M 230 RESET 1994
 AI3486_MARK LOGO: NGS   
 AI3486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3486
 AI3486  HISTORY     - Date     Condition        Report By
 AI3486  HISTORY     - 1994     MONUMENTED       ILDT
 AI3486
 AI3486                          STATION DESCRIPTION
 AI3486
 AI3486'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1994 (SM)
 AI3486'1.2 MILES (1.9 KM) NORTH FROM OGLESBY.  ABOUT 0.3 MILE (0.5 KM) WEST
 AI3486'ALONG WALNUT STREET FROM THE POST OFFICE AT OGLESBY, THENCE 0.95 MILE
 AI3486'(1.53 KM) NORTH ALONG STATE HIGHWAYS 71 AND 351, 0.05 MILE (0.08 KM)
 AI3486'EAST OF MILEPOST 854 ON THE ILLINOIS CENTRAL RAILROAD, 17.5 FEET (5.3
 AI3486'M) EAST OF CENTERLINE OF HIGHWAY IN TOP OF CONCRETE ABUTMENT WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0392 ***********************************************************************
 MF0392  DESIGNATION -  M 231
 MF0392  PID         -  MF0392
 MF0392  STATE/COUNTY-  IL/LA SALLE
 MF0392  USGS QUAD   -  OTTAWA (1994)
 MF0392
 MF0392                         *CURRENT SURVEY CONTROL
 MF0392  ___________________________________________________________________
 MF0392* NAD 83(1986)-  41 22 03.     (N)    088 51 31.     (W)     SCALED    
 MF0392* NAVD 88     -       187.256  (meters)     614.36   (feet)  ADJUSTED  
 MF0392  ___________________________________________________________________
 MF0392  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MF0392  DYNAMIC HT  -         187.183 (meters)     614.12  (feet)  COMP
 MF0392  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 MF0392
 MF0392  VERT ORDER  -  FIRST     CLASS II
 MF0392
 MF0392.The horizontal coordinates were scaled from a topographic map and have
 MF0392.an estimated accuracy of +/- 6 seconds.
 MF0392
 MF0392.The orthometric height was determined by differential leveling
 MF0392.and adjusted by the National Geodetic Survey in June 1991..
 MF0392
 MF0392.The geoid height was determined by GEOID03.
 MF0392
 MF0392.The dynamic height is computed by dividing the NAVD 88
 MF0392.geopotential number by the normal gravity value computed on the
 MF0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0392.degrees latitude (g = 980.6199 gals.).
 MF0392
 MF0392.The modeled gravity was interpolated from observed gravity values.
 MF0392
 MF0392;                    North         East    Units  Estimated Accuracy
 MF0392;SPC IL E     -   521,990.      256,050.      MT  (+/- 180 meters Scaled)
 MF0392
 MF0392                          SUPERSEDED SURVEY CONTROL
 MF0392
 MF0392  NGVD 29 (??/??/92)  187.311  (m)          614.54   (f) ADJ UNCH    1 2
 MF0392
 MF0392.Superseded values are not recommended for survey control.
 MF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0392.See file dsdata.txt to determine how the superseded data were derived.
 MF0392
 MF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL445812(NAD 83)
 MF0392_MARKER: DB = BENCH MARK DISK
 MF0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0392_STAMPING: M 231 1960
 MF0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0392+STABILITY: SURFACE MOTION
 MF0392
 MF0392  HISTORY     - Date     Condition        Report By
 MF0392  HISTORY     - 1960     MONUMENTED       CGS
 MF0392  HISTORY     - 19970815 MARK NOT FOUND   USPSQD
 MF0392  HISTORY     - 19980715 MARK NOT FOUND   USPSQD
 MF0392  HISTORY     - 20020907 MARK NOT FOUND   USPSQD
 MF0392
 MF0392                          STATION DESCRIPTION
 MF0392
 MF0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0392'2.2 MI NW FROM OTTAWA.
 MF0392'AT OTTAWA AIRPORT, ABOUT 2.25 MILES NORTH AND NORTHWEST ALONG
 MF0392'LA SALLE STREET AND PUBLIC ROADS FROM THE COURTHOUSE, IN S-3,
 MF0392'R-3E, T-33N, 170 YARDS WEST ALONG THE NORTH EDGE OF RUNWAY FROM
 MF0392'THE WEST SIDE OF AIRPORT OFFICE AND SERVICE STATION AREA, 235
 MF0392'FEET SOUTH OF THE CENTER LINE OF BLACK TOP ROAD, 4 FEET SOUTHEAST
 MF0392'OF THE SOUTHEAST CORNER OF TWIN CORRUGATED METAL HANGAR
 MF0392'BUILDING (OR SOUTH ONE OF THREE HANGARS), 16 FEET SOUTHWEST OF THE
 MF0392'SOUTHEAST CORNER OF SMALL CONCRETE APRON AT EAST ENTRANCE TO
 MF0392'HANGAR, ABOUT LEVEL WITH THE GROUND AND SET IN TOP OF A CONCRETE
 MF0392'POST.
 MF0392
 MF0392                          STATION RECOVERY (1997)
 MF0392
 MF0392'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0392'MARK NOT FOUND.
 MF0392
 MF0392                          STATION RECOVERY (1998)
 MF0392
 MF0392'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0392'MARK NOT FOUND.
 MF0392
 MF0392                          STATION RECOVERY (2002)
 MF0392
 MF0392'RECOVERY NOTE BY US POWER SQUADRON 2002 (TCK)
 MF0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0795 ***********************************************************************
 MF0795  DESIGNATION -  M 232
 MF0795  PID         -  MF0795
 MF0795  STATE/COUNTY-  IL/BUREAU
 MF0795  USGS QUAD   -  PRINCETON SOUTH (1979)
 MF0795
 MF0795                         *CURRENT SURVEY CONTROL
 MF0795  ___________________________________________________________________
 MF0795* NAD 83(1986)-  41 16 09.     (N)    089 23 23.     (W)     SCALED    
 MF0795* NAVD 88     -       141.723  (meters)     464.97   (feet)  ADJUSTED  
 MF0795  ___________________________________________________________________
 MF0795  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF0795  DYNAMIC HT  -         141.664 (meters)     464.78  (feet)  COMP
 MF0795  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 MF0795
 MF0795  VERT ORDER  -  FIRST     CLASS II
 MF0795
 MF0795.The horizontal coordinates were scaled from a topographic map and have
 MF0795.an estimated accuracy of +/- 6 seconds.
 MF0795
 MF0795.The orthometric height was determined by differential leveling
 MF0795.and adjusted by the National Geodetic Survey in June 1991..
 MF0795
 MF0795.The geoid height was determined by GEOID03.
 MF0795
 MF0795.The dynamic height is computed by dividing the NAVD 88
 MF0795.geopotential number by the normal gravity value computed on the
 MF0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0795.degrees latitude (g = 980.6199 gals.).
 MF0795
 MF0795.The modeled gravity was interpolated from observed gravity values.
 MF0795
 MF0795;                    North         East    Units  Estimated Accuracy
 MF0795;SPC IL W     -   511,210.      765,100.      MT  (+/- 180 meters Scaled)
 MF0795
 MF0795                          SUPERSEDED SURVEY CONTROL
 MF0795
 MF0795  NGVD 29 (??/??/92)  141.792  (m)          465.20   (f) ADJ UNCH    1 2
 MF0795
 MF0795.Superseded values are not recommended for survey control.
 MF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0795.See file dsdata.txt to determine how the superseded data were derived.
 MF0795
 MF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL998713(NAD 83)
 MF0795_MARKER: DB = BENCH MARK DISK
 MF0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0795_STAMPING: M 232 1960
 MF0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0795+STABILITY: SURFACE MOTION
 MF0795
 MF0795  HISTORY     - Date     Condition        Report By
 MF0795  HISTORY     - 1960     MONUMENTED       CGS
 MF0795  HISTORY     - 19960406 GOOD             USPSQD
 MF0795  HISTORY     - 20010601 GOOD             USPSQD
 MF0795
 MF0795                          STATION DESCRIPTION
 MF0795
 MF0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0795'1.8 MI SW FROM BUREAU.
 MF0795'ABOUT 1.8 MILES SOUTHWEST ALONG THE PEORIA BRANCH OF THE CHICAGO,
 MF0795'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT BUREAU,
 MF0795'AT THE CROSSING OF AN EAST-WEST FIELD ROAD, 66 FEET SOUTHEAST
 MF0795'AND ACROSS TRACK FROM MILE POST 116, 0.05 MILE SOUTH OF TRESTLE
 MF0795'NO. 116.0 OVER A CREEK BRANCH, 45 FEET EAST OF EAST RAIL,
 MF0795'52 1/2 FEET NORTH OF CENTER OF GATE ACROSS ROAD, 41 FEET
 MF0795'NORTH-NORTHEAST OF THE FIRST TELEPHONE POLE NORTH OF CROSSING,
 MF0795'1 FOOT WEST OF A FENCE LINE, 2.2 FEET SOUTH-SOUTHWEST OF A
 MF0795'STEEL WITNESS POST, ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK AND
 MF0795'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MF0795
 MF0795                          STATION RECOVERY (1996)
 MF0795
 MF0795'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0795'RECOVERED IN GOOD CONDITION.
 MF0795
 MF0795                          STATION RECOVERY (2001)
 MF0795
 MF0795'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MF0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0896 ***********************************************************************
 LC0896  DESIGNATION -  M 233
 LC0896  PID         -  LC0896
 LC0896  STATE/COUNTY-  IL/MARSHALL
 LC0896  USGS QUAD   -  CHILLICOTHE (1972)
 LC0896
 LC0896                         *CURRENT SURVEY CONTROL
 LC0896  ___________________________________________________________________
 LC0896* NAD 83(1986)-  40 59 50.     (N)    089 26 35.     (W)     SCALED    
 LC0896* NAVD 88     -       142.607  (meters)     467.87   (feet)  ADJUSTED  
 LC0896  ___________________________________________________________________
 LC0896  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LC0896  DYNAMIC HT  -         142.545 (meters)     467.67  (feet)  COMP
 LC0896  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 LC0896
 LC0896  VERT ORDER  -  FIRST     CLASS II
 LC0896
 LC0896.The horizontal coordinates were scaled from a topographic map and have
 LC0896.an estimated accuracy of +/- 6 seconds.
 LC0896
 LC0896.The orthometric height was determined by differential leveling
 LC0896.and adjusted by the National Geodetic Survey in June 1991..
 LC0896
 LC0896.The geoid height was determined by GEOID03.
 LC0896
 LC0896.The dynamic height is computed by dividing the NAVD 88
 LC0896.geopotential number by the normal gravity value computed on the
 LC0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0896.degrees latitude (g = 980.6199 gals.).
 LC0896
 LC0896.The modeled gravity was interpolated from observed gravity values.
 LC0896
 LC0896;                    North         East    Units  Estimated Accuracy
 LC0896;SPC IL W     -   480,970.      760,880.      MT  (+/- 180 meters Scaled)
 LC0896
 LC0896                          SUPERSEDED SURVEY CONTROL
 LC0896
 LC0896  NGVD 29 (??/??/92)  142.677  (m)          468.10   (f) ADJ UNCH    1 2
 LC0896
 LC0896.Superseded values are not recommended for survey control.
 LC0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0896.See file dsdata.txt to determine how the superseded data were derived.
 LC0896
 LC0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL945413(NAD 83)
 LC0896_MARKER: DB = BENCH MARK DISK
 LC0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC0896_SP_SET: BRIDGE
 LC0896_STAMPING: M 233 1960
 LC0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0896
 LC0896  HISTORY     - Date     Condition        Report By
 LC0896  HISTORY     - 1960     MONUMENTED       CGS
 LC0896  HISTORY     - 19981108 MARK NOT FOUND   USPSQD
 LC0896
 LC0896                          STATION DESCRIPTION
 LC0896
 LC0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC0896'2.1 MI S FROM SPARLAND.
 LC0896'ABOUT 2.1 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 LC0896'RAILROAD FROM THE STATION AT SPARLAND, 0.2 MILE NORTH OF MILE
 LC0896'POST 137, ALONG STATE HIGHWAY 29, IN SECTION 26, R 9 E, T 12 N,
 LC0896'JUST WEST OF RAILROAD TRESTLE NO. 136.9 OVER A CREEK, IN THE TOP
 LC0896'OF EAST END OF SOUTH ABUTMENT OF A HIGHWAY BRIDGE OVER SMALL
 LC0896'CREEK, 24 FEET EAST OF CENTER LINE OF HIGHWAY 29, 64 FEET WEST OF
 LC0896'WEST RAIL, 0.7 FOOT EAST OF CONCRETE BANISTER AND 1/2 FOOT ABOVE
 LC0896'LEVEL OF BRIDGE FLOOR.
 LC0896
 LC0896                          STATION RECOVERY (1998)
 LC0896
 LC0896'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1309 ***********************************************************************
 LC1309  DESIGNATION -  M 234
 LC1309  PID         -  LC1309
 LC1309  STATE/COUNTY-  IL/TAZEWELL
 LC1309  USGS QUAD   -  PEKIN (1996)
 LC1309
 LC1309                         *CURRENT SURVEY CONTROL
 LC1309  ___________________________________________________________________
 LC1309* NAD 83(1986)-  40 37 07.     (N)    089 37 36.     (W)     SCALED    
 LC1309* NAVD 88     -       141.615  (meters)     464.62   (feet)  ADJUSTED  
 LC1309  ___________________________________________________________________
 LC1309  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LC1309  DYNAMIC HT  -         141.548 (meters)     464.40  (feet)  COMP
 LC1309  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 LC1309
 LC1309  VERT ORDER  -  FIRST     CLASS II
 LC1309
 LC1309.The horizontal coordinates were scaled from a topographic map and have
 LC1309.an estimated accuracy of +/- 6 seconds.
 LC1309
 LC1309.The orthometric height was determined by differential leveling
 LC1309.and adjusted by the National Geodetic Survey in June 1991..
 LC1309
 LC1309.The geoid height was determined by GEOID03.
 LC1309
 LC1309.The dynamic height is computed by dividing the NAVD 88
 LC1309.geopotential number by the normal gravity value computed on the
 LC1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1309.degrees latitude (g = 980.6199 gals.).
 LC1309
 LC1309.The modeled gravity was interpolated from observed gravity values.
 LC1309
 LC1309;                    North         East    Units  Estimated Accuracy
 LC1309;SPC IL W     -   438,820.      745,690.      MT  (+/- 180 meters Scaled)
 LC1309
 LC1309                          SUPERSEDED SURVEY CONTROL
 LC1309
 LC1309  NGVD 29 (??/??/92)  141.716  (m)          464.95   (f) ADJ UNCH    1 2
 LC1309
 LC1309.Superseded values are not recommended for survey control.
 LC1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1309.See file dsdata.txt to determine how the superseded data were derived.
 LC1309
 LC1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK778997(NAD 83)
 LC1309_MARKER: DB = BENCH MARK DISK
 LC1309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LC1309_SP_SET: BRIDGE
 LC1309_STAMPING: M 234 1960
 LC1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1309
 LC1309  HISTORY     - Date     Condition        Report By
 LC1309  HISTORY     - 1960     MONUMENTED       CGS
 LC1309  HISTORY     - 1977     GOOD             LOCENG
 LC1309
 LC1309                          STATION DESCRIPTION
 LC1309
 LC1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LC1309'2.7 MI N FROM PEKIN.
 LC1309'ABOUT 2.7 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 29
 LC1309'(NORTH 8TH STREET) FROM THE INTERSECTION OF SHERIDAN ROAD IN
 LC1309'NORTH PART OF PEKIN, AT NORTH PEKIN, 0.05 MILE NORTH OF CROSSING
 LC1309'OF A NORTH-SOUTH RAILROAD TRACK, IN THE TOP OF NORTHWEST END
 LC1309'OF SOUTHWEST ABUTMENT OF 60-FOOT 4-LANE HIGHWAY BRIDGE OVER A
 LC1309'CREEK, 19 FEET NORTHWEST OF CENTER LINE OF SOUTHWEST BOUND
 LC1309'TRAFFIC LANE OF HIGHWAY, 0.8 FOOT NORTHWEST OF SOUTHWEST END OF
 LC1309'CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE SIDE WALK.
 LC1309
 LC1309                          STATION RECOVERY (1977)
 LC1309
 LC1309'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 LC1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GD1236 ***********************************************************************
 GD1236  DESIGNATION -  M 235
 GD1236  PID         -  GD1236
 GD1236  STATE/COUNTY-  IL/ALEXANDER
 GD1236  USGS QUAD   -  WYATT (1978)
 GD1236
 GD1236                         *CURRENT SURVEY CONTROL
 GD1236  ___________________________________________________________________
 GD1236* NAD 83(1986)-  36 59 10.     (N)    089 08 59.     (W)     SCALED    
 GD1236* NAVD 88     -       103.020  (meters)     337.99   (feet)  ADJUSTED  
 GD1236  ___________________________________________________________________
 GD1236  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 GD1236  DYNAMIC HT  -         102.944 (meters)     337.74  (feet)  COMP
 GD1236  MODELED GRAV-     979,887.7   (mgal)                       NAVD 88
 GD1236
 GD1236  VERT ORDER  -  FIRST     CLASS I
 GD1236
 GD1236.The horizontal coordinates were scaled from a topographic map and have
 GD1236.an estimated accuracy of +/- 6 seconds.
 GD1236
 GD1236.The orthometric height was determined by differential leveling
 GD1236.and adjusted by the National Geodetic Survey in June 1991..
 GD1236
 GD1236.The geoid height was determined by GEOID03.
 GD1236
 GD1236.The dynamic height is computed by dividing the NAVD 88
 GD1236.geopotential number by the normal gravity value computed on the
 GD1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GD1236.degrees latitude (g = 980.6199 gals.).
 GD1236
 GD1236.The modeled gravity was interpolated from observed gravity values.
 GD1236
 GD1236;                    North         East    Units  Estimated Accuracy
 GD1236;SPC IL W     -    35,930.      790,530.      MT  (+/- 180 meters Scaled)
 GD1236
 GD1236                          SUPERSEDED SURVEY CONTROL
 GD1236
 GD1236  NGVD 29 (??/??/??)  102.901  (m)          337.60   (f) ADJUSTED    1 1
 GD1236
 GD1236.Superseded values are not recommended for survey control.
 GD1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GD1236.See file dsdata.txt to determine how the superseded data were derived.
 GD1236
 GD1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCF086954(NAD 83)
 GD1236_MARKER: DB = BENCH MARK DISK
 GD1236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GD1236_SP_SET: ABUTMENT OF HIGHWAY BRIDGE
 GD1236_STAMPING: M 235 1976
 GD1236_MARK LOGO: NGS   
 GD1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 GD1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GD1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GD1236+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 GD1236
 GD1236  HISTORY     - Date     Condition        Report By
 GD1236  HISTORY     - 1976     MONUMENTED       NGS
 GD1236  HISTORY     - 20000920 GOOD             USE
 GD1236
 GD1236                          STATION DESCRIPTION
 GD1236
 GD1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 GD1236'1.9 MI SE FROM CAIRO.
 GD1236'1.9 MILES SE ALONG US HIGHWAY 60 AND 62 FROM THE POST OFFICE IN
 GD1236'CAIRO, TO THE POINT WHERE THE OHIO AND MISSISSIPPI RIVERS JOIN,
 GD1236'SET IN THE NE END OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE
 GD1236'OVER THE MISSISSIPPI RIVER LEADING TO BIRDS POINT, MO., 15 FT
 GD1236'NE OF THE CENTER OF THE HIGHWAY, 3 FT NE OF A METAL GUARDRAIL.
 GD1236'1 FEET BELOW THE HIGHWAY.
 GD1236
 GD1236                          STATION RECOVERY (2000)
 GD1236
 GD1236'RECOVERY NOTE BY US ENGINEERS 2000 (JMH)
 GD1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0740 ***********************************************************************
 MF0740  DESIGNATION -  M 236
 MF0740  PID         -  MF0740
 MF0740  STATE/COUNTY-  IL/LA SALLE
 MF0740  USGS QUAD   -  WENONA (1996)
 MF0740
 MF0740                         *CURRENT SURVEY CONTROL
 MF0740  ___________________________________________________________________
 MF0740* NAD 83(1986)-  41 07 09.     (N)    089 03 24.     (W)     SCALED    
 MF0740* NAVD 88     -       213.476  (meters)     700.38   (feet)  ADJUSTED  
 MF0740  ___________________________________________________________________
 MF0740  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MF0740  DYNAMIC HT  -         213.387 (meters)     700.09  (feet)  COMP
 MF0740  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 MF0740
 MF0740  VERT ORDER  -  FIRST     CLASS I
 MF0740
 MF0740.The horizontal coordinates were scaled from a topographic map and have
 MF0740.an estimated accuracy of +/- 6 seconds.
 MF0740
 MF0740.The orthometric height was determined by differential leveling
 MF0740.and adjusted by the National Geodetic Survey in June 1991..
 MF0740.WARNING-Repeat measurements at this control monument indicate possible
 MF0740.vertical movement.
 MF0740
 MF0740.The geoid height was determined by GEOID03.
 MF0740
 MF0740.The dynamic height is computed by dividing the NAVD 88
 MF0740.geopotential number by the normal gravity value computed on the
 MF0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0740.degrees latitude (g = 980.6199 gals.).
 MF0740
 MF0740.The modeled gravity was interpolated from observed gravity values.
 MF0740
 MF0740;                    North         East    Units  Estimated Accuracy
 MF0740;SPC IL E     -   494,530.      239,250.      MT  (+/- 180 meters Scaled)
 MF0740
 MF0740                          SUPERSEDED SURVEY CONTROL
 MF0740
 MF0740  NGVD 29 (??/??/92)  213.529  (m)          700.55   (f) ADJ UNCH    1 1
 MF0740
 MF0740.Superseded values are not recommended for survey control.
 MF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0740.See file dsdata.txt to determine how the superseded data were derived.
 MF0740
 MF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL273540(NAD 83)
 MF0740_MARKER: DB = BENCH MARK DISK
 MF0740_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0740_SP_SET: 24 FEET
 MF0740_STAMPING: M 236 1960
 MF0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0740
 MF0740  HISTORY     - Date     Condition        Report By
 MF0740  HISTORY     - 1960     MONUMENTED       CGS
 MF0740  HISTORY     - 1969     GOOD             NGS
 MF0740  HISTORY     - 19970728 MARK NOT FOUND   USPSQD
 MF0740  HISTORY     - 20020923 MARK NOT FOUND   USPSQD
 MF0740
 MF0740                          STATION DESCRIPTION
 MF0740
 MF0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MF0740'1.6 MI S FROM LOSTANT.
 MF0740'ABOUT 1.6 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 MF0740'THE STATION AT LOSTANT, AT A CROSSING OF THE RAILROAD AND STATE
 MF0740'HIGHWAY 18, 95 1/2 FEET WEST OF THE WEST RAIL, 53 1/2 FEET SOUTH
 MF0740'OF THE CENTER LINE OF THE HIGHWAY, 69 1/2 FEET WEST-SOUTHWEST OF
 MF0740'THE WEST END OF THE CONCRETE HEADWALL OF A CULVERT, 31 FEET SOUTHEAST
 MF0740'OF A POWER POLE WHICH BEARS A TRANSFORMER, 14 1/2 FEET SOUTH OF
 MF0740'A CORNER FENCE POST, 1 FOOT EAST OF A FENCE, 79.5 FEET WEST-SOUTHWEST
 MF0740'OF BENCH MARK G 230, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 MF0740'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 MF0740'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS
 MF0740'ENCASED IN A 6-INCH TILE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 MF0740'OF THE GROUND.  SEC 36, T31N, R1E
 MF0740
 MF0740                          STATION RECOVERY (1997)
 MF0740
 MF0740'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0740'MARK NOT FOUND.
 MF0740
 MF0740                          STATION RECOVERY (2002)
 MF0740
 MF0740'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0849 ***********************************************************************
 MF0849  DESIGNATION -  M 237
 MF0849  PID         -  MF0849
 MF0849  STATE/COUNTY-  IL/LA SALLE
 MF0849  USGS QUAD   -  LA SALLE (1993)
 MF0849
 MF0849                         *CURRENT SURVEY CONTROL
 MF0849  ___________________________________________________________________
 MF0849* NAD 83(1986)-  41 20 15.     (N)    089 00 36.     (W)     SCALED    
 MF0849* NAVD 88     -       141.556  (meters)     464.42   (feet)  ADJUSTED  
 MF0849  ___________________________________________________________________
 MF0849  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MF0849  DYNAMIC HT  -         141.499 (meters)     464.23  (feet)  COMP
 MF0849  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 MF0849
 MF0849  VERT ORDER  -  FIRST     CLASS II
 MF0849
 MF0849.The horizontal coordinates were scaled from a topographic map and have
 MF0849.an estimated accuracy of +/- 6 seconds.
 MF0849
 MF0849.The orthometric height was determined by differential leveling
 MF0849.and adjusted by the National Geodetic Survey in June 1991..
 MF0849
 MF0849.The geoid height was determined by GEOID03.
 MF0849
 MF0849.The dynamic height is computed by dividing the NAVD 88
 MF0849.geopotential number by the normal gravity value computed on the
 MF0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0849.degrees latitude (g = 980.6199 gals.).
 MF0849
 MF0849.The modeled gravity was interpolated from observed gravity values.
 MF0849
 MF0849;                    North         East    Units  Estimated Accuracy
 MF0849;SPC IL E     -   518,740.      243,360.      MT  (+/- 180 meters Scaled)
 MF0849
 MF0849                          SUPERSEDED SURVEY CONTROL
 MF0849
 MF0849  NGVD 29 (??/??/92)  141.616  (m)          464.62   (f) ADJ UNCH    1 2
 MF0849
 MF0849.Superseded values are not recommended for survey control.
 MF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0849.See file dsdata.txt to determine how the superseded data were derived.
 MF0849
 MF0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL318781(NAD 83)
 MF0849_MARKER: DB = BENCH MARK DISK
 MF0849_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MF0849_SP_SET: 3 1/2 FEET
 MF0849_STAMPING: M 237 1960
 MF0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0849
 MF0849  HISTORY     - Date     Condition        Report By
 MF0849  HISTORY     - 1960     MONUMENTED       CGS
 MF0849  HISTORY     - 19970716 MARK NOT FOUND   USPSQD
 MF0849  HISTORY     - 19980708 MARK NOT FOUND   USPSQD
 MF0849  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 MF0849
 MF0849                          STATION DESCRIPTION
 MF0849
 MF0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MF0849'AT UTICA.
 MF0849'AT UTICA, ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 178
 MF0849'(S. CLARK STREET) FROM THE INTERSECTION OF E. CANAL STREET,
 MF0849'IN S-16, R-2E, T-33N, AT THE JUNCTION OF DONELSON STREET LEADING
 MF0849'EAST, 34 1/2 FEET EAST OF THE CENTER LINE OF S. CLARK STREET,
 MF0849'32 FEET SOUTH OF SOUTH END OF AN 18-INCH PIPE CULVERT UNDER
 MF0849'DONELSON STREET, 4 FEET EAST-SOUTHEAST OF THE FIRST POWER
 MF0849'LINE POLE SOUTH OF THE JUNCTION, 3 1/2 FEET EAST OF A FENCE
 MF0849'CORNER, 1 FOOT NORTH OF THE EAST-WEST FENCE LINE, ABOUT 1
 MF0849'FOOT BELOW THE LEVEL OF S. CLARK STREET, AND IS A DISK ON
 MF0849'COPPER COATED STEEL ROD PROJECTING 3 INCHES AND PROTECTED BY
 MF0849'A 6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN
 MF0849'TO REFUSAL AT A DEPTH OF 3 1/2 FEET.
 MF0849
 MF0849                          STATION RECOVERY (1997)
 MF0849
 MF0849'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0849'MARK NOT FOUND.
 MF0849
 MF0849                          STATION RECOVERY (1998)
 MF0849
 MF0849'RECOVERY NOTE BY US POWER SQUADRON 1998
 MF0849'MARK NOT FOUND.
 MF0849
 MF0849                          STATION RECOVERY (2002)
 MF0849
 MF0849'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1255 ***********************************************************************
 LC1255  DESIGNATION -  M 238
 LC1255  PID         -  LC1255
 LC1255  STATE/COUNTY-  IL/TAZEWELL
 LC1255  USGS QUAD   -  MANITO (1977)
 LC1255
 LC1255                         *CURRENT SURVEY CONTROL
 LC1255  ___________________________________________________________________
 LC1255* NAD 83(1997)-  40 29 35.65480(N)    089 47 56.35332(W)     ADJUSTED  
 LC1255* NAVD 88     -       149.552  (meters)     490.66   (feet)  ADJUSTED  
 LC1255  ___________________________________________________________________
 LC1255  X           -      17,041.407 (meters)                     COMP
 LC1255  Y           -  -4,857,381.577 (meters)                     COMP
 LC1255  Z           -   4,119,864.593 (meters)                     COMP
 LC1255  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LC1255  ELLIP HEIGHT-         116.66  (meters)          (10/21/99) GPS OBS
 LC1255  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LC1255  DYNAMIC HT  -         149.481 (meters)     490.42  (feet)  COMP
 LC1255  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 LC1255
 LC1255  HORZ ORDER  -  FIRST
 LC1255  VERT ORDER  -  FIRST     CLASS II
 LC1255  ELLP ORDER  -  FOURTH    CLASS I
 LC1255
 LC1255.The horizontal coordinates were established by GPS observations
 LC1255.and adjusted by the National Geodetic Survey in October 1999..
 LC1255
 LC1255.The orthometric height was determined by differential leveling
 LC1255.and adjusted by the National Geodetic Survey in June 1991..
 LC1255
 LC1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LC1255
 LC1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC1255
 LC1255.The ellipsoidal height was determined by GPS observations
 LC1255.and is referenced to NAD 83.
 LC1255
 LC1255.The geoid height was determined by GEOID03.
 LC1255
 LC1255.The dynamic height is computed by dividing the NAVD 88
 LC1255.geopotential number by the normal gravity value computed on the
 LC1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1255.degrees latitude (g = 980.6199 gals.).
 LC1255
 LC1255.The modeled gravity was interpolated from observed gravity values.
 LC1255
 LC1255;                    North         East     Units Scale Factor Converg.
 LC1255;SPC IL W     -   424,818.296   731,168.710   MT  0.99995313   +0 14 19.5
 LC1255;SPC IL W     - 1,393,758.03  2,398,842.68   sFT  0.99995313   +0 14 19.5
 LC1255;UTM  16      - 4,486,268.086   262,792.257   MT  1.00029266   -1 49 06.2
 LC1255
 LC1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC1255!SPC IL W     -   0.99998170  x   0.99995313  =   0.99993483
 LC1255!UTM  16      -   0.99998170  x   1.00029266  =   1.00027435
 LC1255
 LC1255                          SUPERSEDED SURVEY CONTROL
 LC1255
 LC1255  NAD 83(1997)-  40 29 35.65971(N)    089 47 56.35564(W) AD(       ) 1
 LC1255  NAD 83(1986)-  40 29 35.66352(N)    089 47 56.35697(W) AD(       ) 1
 LC1255  NGVD 29 (??/??/92)  149.654  (m)          490.99   (f) ADJ UNCH    1 2
 LC1255
 LC1255.Superseded values are not recommended for survey control.
 LC1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1255.See file dsdata.txt to determine how the superseded data were derived.
 LC1255
 LC1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK6279286268(NAD 83)
 LC1255_MARKER: DB = BENCH MARK DISK
 LC1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1255_SP_SET: CONCRETE POST
 LC1255_STAMPING: M 238 1961
 LC1255_MARK LOGO: CGS   
 LC1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1255+STABILITY: SURFACE MOTION
 LC1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1255+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002
 LC1255
 LC1255  HISTORY     - Date     Condition        Report By
 LC1255  HISTORY     - 1961     MONUMENTED       CGS
 LC1255  HISTORY     - 19901004 GOOD             NGS
 LC1255  HISTORY     - 20021122 GOOD             DUCKS
 LC1255
 LC1255                          STATION DESCRIPTION
 LC1255
 LC1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC1255'5.4 MI NW FROM MANITO.
 LC1255'ABOUT 0.05 MILE WEST ALONG A STREET FROM THE CHICAGO AND ILLINOIS
 LC1255'MIDLAND RAILWAY STATION AT MANITO, THENCE 4.65 MILES NORTH ALONG
 LC1255'A BLACK TOP ROAD, THENCE 0.75 MILES WEST ALONG A GRAVEL ROAD, 30
 LC1255'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 67 FEET NORTH
 LC1255'OF THE CENTER LINE OF AN EAST-WEST GRAVEL ROAD, 41 FEET NORTH OF A
 LC1255'FENCE CORNER, 71 FEET NORTHWEST AND ACROSS THE NORTH-SOUTH ROAD
 LC1255'FROM A POWER LINE POLE, 1.5 FEET EAST OF A FENCE LINE, 4 FEET
 LC1255'NORTHEAST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF
 LC1255'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 LC1255'ABOVE THE LEVEL OF THE GROUND.
 LC1255
 LC1255                          STATION RECOVERY (1990)
 LC1255
 LC1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LC1255'STATION IS LOCATED ABOUT 7.5 KM (4.7 MI) NORTH OF MANITO, IN THE
 LC1255'NORTHWEST ANGLE OF AN INTERSECTION, IN A WEED STRIP BETWEEN THE ROAD
 LC1255'AND A CULTIVATED FIELD, ON THE SOUTHEDGE OF SECTION 29, T 24 N, R 6
 LC1255'W.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 LC1255'TO REACH FROM THE MANITO CITY HALL AT THE JUNCTION OF MARKET STREET
 LC1255'AND THE RAILROAD TRACKS, GO NORTHWEST ON MARKET STREET FOR 0.14 KM
 LC1255'(0.09 MI) TO A CROSSROAD.  TURN RIGHT, NORTHEAST, ON ADAMS STREET
 LC1255'(BECOMES MANITO ROAD) FOR 7.48 KM (4.65 MI) TO A PAVED CROSSROAD.
 LC1255'TURN LEFT, WEST, ON ROAD 1200  FOR 1.20 KM (0.75 MI) TO A CROSSROAD
 LC1255'AND THE STATION ON THE RIGHT.
 LC1255'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 LC1255'WITH THE GROUND.  IT IS 20.5 M (67.3 FT) NORTH OF THE ROAD CENTER,
 LC1255'9.5 M (31.2 FT) WEST OF THE CENTER OF ROAD 675 E, 1 M (3.3 FT) LOWER
 LC1255'THAN THE JUNCTION, 21.5 M (70.5 FT) NORTHWEST OF A UTILITY POLE
 LC1255'ACROSS THE ROAD, 0.5 M (1.6 FT) SOUTH OF A FIBERGLASS WITNESS POST,
 LC1255'AND 0.2 M (0.7 FT) EAST OF A METAL WITNESS POST.
 LC1255
 LC1255                          STATION RECOVERY (2002)
 LC1255
 LC1255'RECOVERY NOTE BY DUCKS UNLIMITED 2002 (GHB)
 LC1255'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0271 ***********************************************************************
 LD0271  DESIGNATION -  M 239
 LD0271  PID         -  LD0271
 LD0271  STATE/COUNTY-  IL/MASON
 LD0271  USGS QUAD   -  HAVANA (1947)
 LD0271
 LD0271                         *CURRENT SURVEY CONTROL
 LD0271  ___________________________________________________________________
 LD0271* NAD 83(1986)-  40 18 18.     (N)    090 03 39.     (W)     SCALED    
 LD0271* NAVD 88     -       142.663  (meters)     468.05   (feet)  ADJUSTED  
 LD0271  ___________________________________________________________________
 LD0271  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LD0271  DYNAMIC HT  -         142.593 (meters)     467.82  (feet)  COMP
 LD0271  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 LD0271
 LD0271  VERT ORDER  -  FIRST     CLASS II
 LD0271
 LD0271.The horizontal coordinates were scaled from a topographic map and have
 LD0271.an estimated accuracy of +/- 6 seconds.
 LD0271
 LD0271.The orthometric height was determined by differential leveling
 LD0271.and adjusted by the National Geodetic Survey in June 1991..
 LD0271
 LD0271.The geoid height was determined by GEOID03.
 LD0271
 LD0271.The dynamic height is computed by dividing the NAVD 88
 LD0271.geopotential number by the normal gravity value computed on the
 LD0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0271.degrees latitude (g = 980.6199 gals.).
 LD0271
 LD0271.The modeled gravity was interpolated from observed gravity values.
 LD0271
 LD0271;                    North         East    Units  Estimated Accuracy
 LD0271;SPC IL W     -   403,860.      709,000.      MT  (+/- 180 meters Scaled)
 LD0271
 LD0271                          SUPERSEDED SURVEY CONTROL
 LD0271
 LD0271  NGVD 29 (??/??/92)  142.763  (m)          468.38   (f) ADJ UNCH    1 2
 LD0271
 LD0271.Superseded values are not recommended for survey control.
 LD0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0271.See file dsdata.txt to determine how the superseded data were derived.
 LD0271
 LD0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE497657(NAD 83)
 LD0271_MARKER: DB = BENCH MARK DISK
 LD0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0271_SP_SET: BUILDING
 LD0271_STAMPING: M 239 1961
 LD0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0271
 LD0271  HISTORY     - Date     Condition        Report By
 LD0271  HISTORY     - 1961     MONUMENTED       CGS
 LD0271
 LD0271                          STATION DESCRIPTION
 LD0271
 LD0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0271'0.3 MI N FROM HAVANA.
 LD0271'ABOUT 0.3 MILE NORTH ALONG BROADWAY FROM THE COUNTY COURTHOUSE AT
 LD0271'HAVANA, SET VERTICALLY NEAR THE NORTHEAST CORNER OF THE ROCKWELL
 LD0271'SCHOOL, 47.9 FEET WEST OF THE WEST CURB OF BROADWAY, 11 FEET
 LD0271'NORTH OF THE CENTER OF THE DOOR ON THE SOUTH SIDE OF THE
 LD0271'BUILDING, 27.6 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING
 LD0271'AND 1.5 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1803 ***********************************************************************
 LB1803  DESIGNATION -  M 24 RESET 1970
 LB1803  PID         -  LB1803
 LB1803  STATE/COUNTY-  IL/VERMILION
 LB1803  USGS QUAD   -  PENFIELD (1984)
 LB1803
 LB1803                         *CURRENT SURVEY CONTROL
 LB1803  ___________________________________________________________________
 LB1803* NAD 83(1986)-  40 17 31.     (N)    087 53 31.     (W)     SCALED    
 LB1803* NAVD 88     -       211.60   (meters)     694.2    (feet)  RESET     
 LB1803  ___________________________________________________________________
 LB1803  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LB1803
 LB1803  VERT ORDER  -  THIRD
 LB1803
 LB1803.The horizontal coordinates were scaled from a topographic map and have
 LB1803.an estimated accuracy of +/- 6 seconds.
 LB1803
 LB1803.The orthometric height was computed from unverified reset data.
 LB1803
 LB1803.The geoid height was determined by GEOID03.
 LB1803
 LB1803;                    North         East    Units  Estimated Accuracy
 LB1803;SPC IL E     -   402,510.      337,530.      MT  (+/- 180 meters Scaled)
 LB1803
 LB1803                          SUPERSEDED SURVEY CONTROL
 LB1803
 LB1803.No superseded survey control is available for this station.
 LB1803
 LB1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK241605(NAD 83)
 LB1803_MARKER: DB = BENCH MARK DISK
 LB1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1803_STAMPING: M 24 RESET 1970
 LB1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1803+STABILITY: SURFACE MOTION
 LB1803
 LB1803  HISTORY     - Date     Condition        Report By
 LB1803  HISTORY     - 1970     MONUMENTED       NGS
 LB1803
 LB1803                          STATION DESCRIPTION
 LB1803
 LB1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LB1803'12 MI NE FROM OGDEN.
 LB1803'3.05 MILES EAST ALONG INTERSTATE HIGHWAY 74 FROM OGDEN, THENCE
 LB1803'NORTH ON STATE HIGHWAY 49 FOP 12.2 MILES TO A CROSSROAD AND THE
 LB1803'MARK ON THE LEFT, 19 FEET NORTH OF THE CENTERLINE OF GRAVELED
 LB1803'ROAD, 57 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET
 LB1803'WEST OF A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST,
 LB1803'17 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST, SET IN THE TOP OF
 LB1803'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7257 ***********************************************************************
 AB7257  DESIGNATION -  M 240 RESET
 AB7257  PID         -  AB7257
 AB7257  STATE/COUNTY-  IL/CASS
 AB7257  USGS QUAD   -  BEARDSTOWN (1981)
 AB7257
 AB7257                         *CURRENT SURVEY CONTROL
 AB7257  ___________________________________________________________________
 AB7257* NAD 83(1986)-  40 00 07.     (N)    090 24 58.     (W)     SCALED    
 AB7257* NAVD 88     -       141.56   (meters)     464.4    (feet)  RESET     
 AB7257  ___________________________________________________________________
 AB7257  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 AB7257
 AB7257  VERT ORDER  -  THIRD
 AB7257
 AB7257.The horizontal coordinates were scaled from a topographic map and have
 AB7257.an estimated accuracy of +/- 6 seconds.
 AB7257
 AB7257.The orthometric height was computed from unverified reset data.
 AB7257
 AB7257.The geoid height was determined by GEOID03.
 AB7257
 AB7257;                    North         East    Units  Estimated Accuracy
 AB7257;SPC IL W     -   370,230.      678,700.      MT  (+/- 180 meters Scaled)
 AB7257
 AB7257                          SUPERSEDED SURVEY CONTROL
 AB7257
 AB7257.No superseded survey control is available for this station.
 AB7257
 AB7257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE205311(NAD 83)
 AB7257_MARKER: DV = VERTICAL CONTROL DISK
 AB7257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7257_STAMPING: M 240 RESET 1994
 AB7257_MARK LOGO: NGS   
 AB7257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7257+STABILITY: SURFACE MOTION
 AB7257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7257+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB7257
 AB7257  HISTORY     - Date     Condition        Report By
 AB7257  HISTORY     - 1994     MONUMENTED       NGS
 AB7257
 AB7257                          STATION DESCRIPTION
 AB7257
 AB7257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RKB)
 AB7257'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) EAST ALONG STATE HIGHWAY 125
 AB7257'FROM ITS JUNCTION WITH U.S.  HIGHWAY 67 AND STATE HIGHWAY 100 AT
 AB7257'BEARDSTOWN, JUST EAST OF A LARGE RAILROAD OVERPASS BRIDGE, 42.9 M
 AB7257'(140.7 FT) EAST OF THE EAST END OF THE SOUTH PARAPET WALL, 6.6 M (21.7
 AB7257'FT) SOUTH OF THE CENTERLINE OF ROUTE 125, 1.0 M (3.3 FT) SOUTH OF A
 AB7257'METAL GUARDRAIL, 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST,
 AB7257'SET FLUSH WITH GROUND IN A 0.25 M (0.82 FT) ROUND CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0113 ***********************************************************************
 KC0113  DESIGNATION -  M 241
 KC0113  PID         -  KC0113
 KC0113  STATE/COUNTY-  IL/JERSEY
 KC0113  USGS QUAD   -  NUTWOOD (1975)
 KC0113
 KC0113                         *CURRENT SURVEY CONTROL
 KC0113  ___________________________________________________________________
 KC0113* NAD 83(1986)-  39 00 43.     (N)    090 32 43.     (W)     SCALED    
 KC0113* NAVD 88     -       136.214  (meters)     446.90   (feet)  ADJUSTED  
 KC0113  ___________________________________________________________________
 KC0113  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KC0113  DYNAMIC HT  -         136.129 (meters)     446.62  (feet)  COMP
 KC0113  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 KC0113
 KC0113  VERT ORDER  -  FIRST     CLASS II
 KC0113
 KC0113.The horizontal coordinates were scaled from a topographic map and have
 KC0113.an estimated accuracy of +/- 6 seconds.
 KC0113
 KC0113.The orthometric height was determined by differential leveling
 KC0113.and adjusted by the National Geodetic Survey in June 1991..
 KC0113
 KC0113.The geoid height was determined by GEOID03.
 KC0113
 KC0113.The dynamic height is computed by dividing the NAVD 88
 KC0113.geopotential number by the normal gravity value computed on the
 KC0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0113.degrees latitude (g = 980.6199 gals.).
 KC0113
 KC0113.The modeled gravity was interpolated from observed gravity values.
 KC0113
 KC0113;                    North         East    Units  Estimated Accuracy
 KC0113;SPC IL W     -   260,360.      667,210.      MT  (+/- 180 meters Scaled)
 KC0113
 KC0113                          SUPERSEDED SURVEY CONTROL
 KC0113
 KC0113  NGVD 29 (??/??/92)  136.320  (m)          447.24   (f) ADJ UNCH    1 2
 KC0113
 KC0113.Superseded values are not recommended for survey control.
 KC0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0113.See file dsdata.txt to determine how the superseded data were derived.
 KC0113
 KC0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD125209(NAD 83)
 KC0113_MARKER: DB = BENCH MARK DISK
 KC0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KC0113_SP_SET: CULVERT
 KC0113_STAMPING: M 241 1961
 KC0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KC0113
 KC0113  HISTORY     - Date     Condition        Report By
 KC0113  HISTORY     - 1961     MONUMENTED       CGS
 KC0113  HISTORY     - 1981     GOOD             AEROS
 KC0113
 KC0113                          STATION DESCRIPTION
 KC0113
 KC0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0113'5.2 MI S FROM NUTWOOD.
 KC0113'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE 30 FOOT
 KC0113'BRIDGE OVER THE NARROWS AT NUTWOOD, SECTION S 33 T 7 N R 13 W,
 KC0113'NEAR THE JUNCTION OF A PRIVATE ROAD LEADING EAST INTO A VALLEY,
 KC0113'SET ON THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL
 KC0113'OF A 16 FOOT CONCRETE BOX CULVERT UNDER THE OLD HIGHWAY WHICH IS
 KC0113'NOW PART OF A DRIVE TO A 1 1/2 STORY WHITE FARM HOUSE, 70 FEET
 KC0113'EAST OF THE CENTER LINE OF THE PRESENT HIGHWAY, 24 FEET SOUTH
 KC0113'OF THE CENTER LINE OF A PRIVATE DRIVE, 1 FOOT SOUTH OF THE NORTH
 KC0113'END OF THE HEADWALL AND ABOUT LEVEL WITH THE HIGHWAY SURFACE.
 KC0113
 KC0113                          STATION RECOVERY (1981)
 KC0113
 KC0113'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 KC0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0178 ***********************************************************************
 KC0178  DESIGNATION -  M 242
 KC0178  PID         -  KC0178
 KC0178  STATE/COUNTY-  IL/GREENE
 KC0178  USGS QUAD   -  KAMPSVILLE (1980)
 KC0178
 KC0178                         *CURRENT SURVEY CONTROL
 KC0178  ___________________________________________________________________
 KC0178* NAD 83(1986)-  39 16 13.     (N)    090 33 13.     (W)     SCALED    
 KC0178* NAVD 88     -       143.894  (meters)     472.09   (feet)  ADJUSTED  
 KC0178  ___________________________________________________________________
 KC0178  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KC0178  DYNAMIC HT  -         143.811 (meters)     471.82  (feet)  COMP
 KC0178  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 KC0178
 KC0178  VERT ORDER  -  FIRST     CLASS II
 KC0178
 KC0178.The horizontal coordinates were scaled from a topographic map and have
 KC0178.an estimated accuracy of +/- 6 seconds.
 KC0178
 KC0178.The orthometric height was determined by differential leveling
 KC0178.and adjusted by the National Geodetic Survey in June 1991..
 KC0178
 KC0178.The geoid height was determined by GEOID03.
 KC0178
 KC0178.The dynamic height is computed by dividing the NAVD 88
 KC0178.geopotential number by the normal gravity value computed on the
 KC0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0178.degrees latitude (g = 980.6199 gals.).
 KC0178
 KC0178.The modeled gravity was interpolated from observed gravity values.
 KC0178
 KC0178;                    North         East    Units  Estimated Accuracy
 KC0178;SPC IL W     -   289,050.      666,610.      MT  (+/- 180 meters Scaled)
 KC0178
 KC0178                          SUPERSEDED SURVEY CONTROL
 KC0178
 KC0178  NGVD 29 (??/??/92)  144.006  (m)          472.46   (f) ADJ UNCH    1 2
 KC0178
 KC0178.Superseded values are not recommended for survey control.
 KC0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0178.See file dsdata.txt to determine how the superseded data were derived.
 KC0178
 KC0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD110496(NAD 83)
 KC0178_MARKER: DB = BENCH MARK DISK
 KC0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0178_SP_SET: ROCK CLIFF
 KC0178_STAMPING: M 242 1961
 KC0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0178
 KC0178  HISTORY     - Date     Condition        Report By
 KC0178  HISTORY     - 1961     MONUMENTED       CGS
 KC0178
 KC0178                          STATION DESCRIPTION
 KC0178
 KC0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0178'1.2 MI S FROM ELDRED.
 KC0178'ABOUT 1.25 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE
 KC0178'INTERSECTION OF STATE HIGHWAY 108 AT ELDRED, 1.0 MILE NORTH OF
 KC0178'A BRIDGE OVER COLE CREEK, SET VERTICALLY IN THE SOUTHWEST FACE
 KC0178'OF A ROCK CLIFF 50 FEET LONG AND 12 FEET HIGH, SECTION S 33 T 10
 KC0178'N R 13 W, 110 FEET EAST OF THE CENTER LINE OF THE ROAD, 17
 KC0178'FEET NORTHWEST OF THE SOUTHEAST END OF THE CLIFF, 1 1/2 FEET
 KC0178'ABOVE THE LEVEL OF THE GROUND AND ABOUT 12 FEET ABOVE THE LEVEL
 KC0178'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0168 ***********************************************************************
 KC0168  DESIGNATION -  M 243
 KC0168  PID         -  KC0168
 KC0168  STATE/COUNTY-  IL/GREENE
 KC0168  USGS QUAD   -  PEARL EAST (1980)
 KC0168
 KC0168                         *CURRENT SURVEY CONTROL
 KC0168  ___________________________________________________________________
 KC0168* NAD 83(1986)-  39 25 39.     (N)    090 33 27.     (W)     SCALED    
 KC0168* NAVD 88     -       134.472  (meters)     441.18   (feet)  ADJUSTED  
 KC0168  ___________________________________________________________________
 KC0168  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KC0168  DYNAMIC HT  -         134.395 (meters)     440.93  (feet)  COMP
 KC0168  MODELED GRAV-     980,049.7   (mgal)                       NAVD 88
 KC0168
 KC0168  VERT ORDER  -  FIRST     CLASS II
 KC0168
 KC0168.The horizontal coordinates were scaled from a topographic map and have
 KC0168.an estimated accuracy of +/- 6 seconds.
 KC0168
 KC0168.The orthometric height was determined by differential leveling
 KC0168.and adjusted by the National Geodetic Survey in June 1991..
 KC0168
 KC0168.The geoid height was determined by GEOID03.
 KC0168
 KC0168.The dynamic height is computed by dividing the NAVD 88
 KC0168.geopotential number by the normal gravity value computed on the
 KC0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0168.degrees latitude (g = 980.6199 gals.).
 KC0168
 KC0168.The modeled gravity was interpolated from observed gravity values.
 KC0168
 KC0168;                    North         East    Units  Estimated Accuracy
 KC0168;SPC IL W     -   306,500.      666,350.      MT  (+/- 180 meters Scaled)
 KC0168
 KC0168                          SUPERSEDED SURVEY CONTROL
 KC0168
 KC0168  NGVD 29 (??/??/92)  134.598  (m)          441.59   (f) ADJ UNCH    1 2
 KC0168
 KC0168.Superseded values are not recommended for survey control.
 KC0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0168.See file dsdata.txt to determine how the superseded data were derived.
 KC0168
 KC0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD102670(NAD 83)
 KC0168_MARKER: DB = BENCH MARK DISK
 KC0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0168_SP_SET: BRIDGE
 KC0168_STAMPING: M 243 1961
 KC0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0168
 KC0168  HISTORY     - Date     Condition        Report By
 KC0168  HISTORY     - 1961     MONUMENTED       CGS
 KC0168
 KC0168                          STATION DESCRIPTION
 KC0168
 KC0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0168'2 MI S FROM HILLVIEW.
 KC0168'ABOUT 2.05 MILES SOUTH ALONG A BLACK TOP AND GRADED ROAD FROM THE
 KC0168'POST OFFICE AT HILLVIEW, AT SCOTT HOLLOW, ABOUT 125 YARDS WEST
 KC0168'OF THE OLD BRIDGE, IN A NEW BRIDGE, (ROAD NOT CONSTRUCTED THIS
 KC0168'YEAR), 130 YARDS WEST OF THE CENTER LINE OF THE OLD ROAD, SET ON
 KC0168'TOP OF THE NORTH END OF THE EAST CONCRETE GUARD RAIL DIRECTLY
 KC0168'ABOVE THE NORTH ABUTMENT OF THE NEW BRIDGE, 20 FEET EAST OF THE
 KC0168'CENTER OF THE BRIDGE, 1/2 FOOT SOUTH OF THE NORTH END OF THE
 KC0168'BASE AND 1/2 FOOT ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0208 ***********************************************************************
 LD0208  DESIGNATION -  M 244
 LD0208  PID         -  LD0208
 LD0208  STATE/COUNTY-  IL/CASS
 LD0208  USGS QUAD   -  CHANDLERVILLE (1981)
 LD0208
 LD0208                         *CURRENT SURVEY CONTROL
 LD0208  ___________________________________________________________________
 LD0208* NAD 83(1986)-  40 01 56.     (N)    090 12 05.     (W)     SCALED    
 LD0208* NAVD 88     -       148.854  (meters)     488.37   (feet)  ADJUSTED  
 LD0208  ___________________________________________________________________
 LD0208  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LD0208  DYNAMIC HT  -         148.777 (meters)     488.11  (feet)  COMP
 LD0208  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 LD0208
 LD0208  VERT ORDER  -  FIRST     CLASS II
 LD0208
 LD0208.The horizontal coordinates were scaled from a topographic map and have
 LD0208.an estimated accuracy of +/- 6 seconds.
 LD0208
 LD0208.The orthometric height was determined by differential leveling
 LD0208.and adjusted by the National Geodetic Survey in June 1991..
 LD0208
 LD0208.The geoid height was determined by GEOID03.
 LD0208
 LD0208.The dynamic height is computed by dividing the NAVD 88
 LD0208.geopotential number by the normal gravity value computed on the
 LD0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0208.degrees latitude (g = 980.6199 gals.).
 LD0208
 LD0208.The modeled gravity was interpolated from observed gravity values.
 LD0208
 LD0208;                    North         East    Units  Estimated Accuracy
 LD0208;SPC IL W     -   373,570.      697,040.      MT  (+/- 180 meters Scaled)
 LD0208
 LD0208                          SUPERSEDED SURVEY CONTROL
 LD0208
 LD0208  NGVD 29 (??/??/92)  148.958  (m)          488.71   (f) ADJ UNCH    1 2
 LD0208
 LD0208.Superseded values are not recommended for survey control.
 LD0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0208.See file dsdata.txt to determine how the superseded data were derived.
 LD0208
 LD0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE387350(NAD 83)
 LD0208_MARKER: DB = BENCH MARK DISK
 LD0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0208_SP_SET: CULVERT
 LD0208_STAMPING: M 244 1961
 LD0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0208
 LD0208  HISTORY     - Date     Condition        Report By
 LD0208  HISTORY     - 1961     MONUMENTED       CGS
 LD0208
 LD0208                          STATION DESCRIPTION
 LD0208
 LD0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0208'3 MI SW FROM CHANDLERVILLE.
 LD0208'ABOUT 1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 78 FROM ITS JUNCTION
 LD0208'WITH LAKE STREET AT CHANDLERVILLE, THENCE 1.5 MILES WEST ALONG
 LD0208'THE BEARDSTOWN ROAD, ON TOP OF THE EAST END OF THE NORTH CONCRETE
 LD0208'HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE ROAD, 20 FEET
 LD0208'NORTH OF THE CENTER LINE OF THE ROAD, 2.95 MILES EAST OF THE
 LD0208'SANGAMON VALLEY CHURCH, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0251 ***********************************************************************
 KC0251  DESIGNATION -  M 245
 KC0251  PID         -  KC0251
 KC0251  STATE/COUNTY-  IL/SCOTT
 KC0251  USGS QUAD   -  FLORENCE (1980)
 KC0251
 KC0251                         *CURRENT SURVEY CONTROL
 KC0251  ___________________________________________________________________
 KC0251* NAD 83(1986)-  39 41 22.     (N)    090 34 09.     (W)     SCALED    
 KC0251* NAVD 88     -       143.043  (meters)     469.30   (feet)  ADJUSTED  
 KC0251  ___________________________________________________________________
 KC0251  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KC0251  DYNAMIC HT  -         142.965 (meters)     469.04  (feet)  COMP
 KC0251  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 KC0251
 KC0251  VERT ORDER  -  FIRST     CLASS II
 KC0251
 KC0251.The horizontal coordinates were scaled from a topographic map and have
 KC0251.an estimated accuracy of +/- 6 seconds.
 KC0251
 KC0251.The orthometric height was determined by differential leveling
 KC0251.and adjusted by the National Geodetic Survey in June 1991..
 KC0251
 KC0251.The geoid height was determined by GEOID03.
 KC0251
 KC0251.The dynamic height is computed by dividing the NAVD 88
 KC0251.geopotential number by the normal gravity value computed on the
 KC0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0251.degrees latitude (g = 980.6199 gals.).
 KC0251
 KC0251.The modeled gravity was interpolated from observed gravity values.
 KC0251
 KC0251;                    North         East    Units  Estimated Accuracy
 KC0251;SPC IL W     -   335,590.      665,480.      MT  (+/- 180 meters Scaled)
 KC0251
 KC0251                          SUPERSEDED SURVEY CONTROL
 KC0251
 KC0251  NGVD 29 (??/??/92)  143.162  (m)          469.69   (f) ADJ UNCH    1 2
 KC0251
 KC0251.Superseded values are not recommended for survey control.
 KC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0251.See file dsdata.txt to determine how the superseded data were derived.
 KC0251
 KC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD084961(NAD 83)
 KC0251_MARKER: DB = BENCH MARK DISK
 KC0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0251_SP_SET: UNDERPASS
 KC0251_STAMPING: M 245 1961
 KC0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0251
 KC0251  HISTORY     - Date     Condition        Report By
 KC0251  HISTORY     - 1961     MONUMENTED       CGS
 KC0251
 KC0251                          STATION DESCRIPTION
 KC0251
 KC0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0251'5.2 MI S FROM BLUFFS.
 KC0251'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE CROSSING
 KC0251'OF THE WABASH RAILROAD AT BLUFFS, AT THE NORTHWEST CORNER OF A
 KC0251'SMALL CEMETERY, SET ON TOP OF THE NORTH END OF THE EAST HEADWALL
 KC0251'OF A CATTLE UNDERPASS UNDER THE HIGHWAY, 25 FEET EAST OF THE
 KC0251'CENTER LINE OF THE HIGHWAY, 0.6 FOOT SOUTH OF THE NORTH END OF
 KC0251'THE HEADWALL AND 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0693 ***********************************************************************
 LC0693  DESIGNATION -  M 246
 LC0693  PID         -  LC0693
 LC0693  STATE/COUNTY-  IL/MCLEAN
 LC0693  USGS QUAD   -  NORMAL EAST (1981)
 LC0693
 LC0693                         *CURRENT SURVEY CONTROL
 LC0693  ___________________________________________________________________
 LC0693* NAD 83(1986)-  40 33 22.     (N)    088 54 36.     (W)     SCALED    
 LC0693* NAVD 88     -       241.249  (meters)     791.50   (feet)  ADJUSTED  
 LC0693  ___________________________________________________________________
 LC0693  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LC0693  DYNAMIC HT  -         241.138 (meters)     791.13  (feet)  COMP
 LC0693  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 LC0693
 LC0693  VERT ORDER  -  SECOND    CLASS 0
 LC0693
 LC0693.The horizontal coordinates were scaled from a topographic map and have
 LC0693.an estimated accuracy of +/- 6 seconds.
 LC0693
 LC0693.The orthometric height was determined by differential leveling
 LC0693.and adjusted by the National Geodetic Survey in June 1991..
 LC0693
 LC0693.The geoid height was determined by GEOID03.
 LC0693
 LC0693.The dynamic height is computed by dividing the NAVD 88
 LC0693.geopotential number by the normal gravity value computed on the
 LC0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0693.degrees latitude (g = 980.6199 gals.).
 LC0693
 LC0693.The modeled gravity was interpolated from observed gravity values.
 LC0693
 LC0693;                    North         East    Units  Estimated Accuracy
 LC0693;SPC IL E     -   431,910.      251,160.      MT  (+/- 180 meters Scaled)
 LC0693
 LC0693                          SUPERSEDED SURVEY CONTROL
 LC0693
 LC0693  NGVD 29 (??/??/92)  241.301  (m)          791.67   (f) ADJ UNCH    2 0
 LC0693
 LC0693.Superseded values are not recommended for survey control.
 LC0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0693.See file dsdata.txt to determine how the superseded data were derived.
 LC0693
 LC0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK382912(NAD 83)
 LC0693_MARKER: DB = BENCH MARK DISK
 LC0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0693_STAMPING: M 246 1960
 LC0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0693+STABILITY: SURFACE MOTION
 LC0693
 LC0693  HISTORY     - Date     Condition        Report By
 LC0693  HISTORY     - 1960     MONUMENTED       CGS
 LC0693  HISTORY     - 1961     GOOD             NGS
 LC0693  HISTORY     - 1987     GOOD             USPSQD
 LC0693
 LC0693                          STATION DESCRIPTION
 LC0693
 LC0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LC0693'0.8 MI SW FROM TOWANDA.
 LC0693'ABOUT 0.05 MILES SOUTHWEST ALONG MAIN STREET FROM THE GULF MOBILE
 LC0693'AND OHIO RAILROAD STATION IN TOWANDA, THENCE 0.2 MILES WEST ALONG
 LC0693'WEST MONROE STREET, THENCE 0.6 MILES SOUTHWEST ALONG U.S. HIGHWAY
 LC0693'66, AT MILEPOST 119 ON THE GULF MOBILE AND OHIO RAILROAD, AND AT
 LC0693'A FARM ROAD CROSSING, 57 FEET SOUTHEAST OF THE CENTER LINE OF
 LC0693'THE NORTH BOUND LANE OF U.S. HIGHWAY 66, 40 FEET NORTHWEST RAIL OF
 LC0693'THE SOUTH BOUND TRACK OF THE GULF MOBILE AND OHIO RAILROAD, 102
 LC0693'FEET NORTH NORTHWEST OF THE CENTER OF CROSSING OF THE FARM ROAD
 LC0693'AND THE SOUTH BOUND TRACK, 43 FEET NORTH NORTHWEST OF MILE POST
 LC0693'119, 2.5 FEET SOUTHEAST OF A TELEGRAPH POLE, 3.3 FEET EAST OF A
 LC0693'METAL WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 LC0693'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 LC0693
 LC0693                          STATION RECOVERY (1987)
 LC0693
 LC0693'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 LC0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0326 ***********************************************************************
 MF0326  DESIGNATION -  M 247
 MF0326  PID         -  MF0326
 MF0326  STATE/COUNTY-  IL/WILL
 MF0326  USGS QUAD   -  WILMINGTON (1993)
 MF0326
 MF0326                         *CURRENT SURVEY CONTROL
 MF0326  ___________________________________________________________________
 MF0326* NAD 83(1986)-  41 18 30.     (N)    088 12 05.     (W)     SCALED    
 MF0326* NAVD 88     -       168.513  (meters)     552.86   (feet)  ADJUSTED  
 MF0326  ___________________________________________________________________
 MF0326  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MF0326  DYNAMIC HT  -         168.450 (meters)     552.66  (feet)  COMP
 MF0326  MODELED GRAV-     980,241.3   (mgal)                       NAVD 88
 MF0326
 MF0326  VERT ORDER  -  SECOND    CLASS 0
 MF0326
 MF0326.The horizontal coordinates were scaled from a topographic map and have
 MF0326.an estimated accuracy of +/- 6 seconds.
 MF0326
 MF0326.The orthometric height was determined by differential leveling
 MF0326.and adjusted by the National Geodetic Survey in June 1991..
 MF0326
 MF0326.The geoid height was determined by GEOID03.
 MF0326
 MF0326.The dynamic height is computed by dividing the NAVD 88
 MF0326.geopotential number by the normal gravity value computed on the
 MF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0326.degrees latitude (g = 980.6199 gals.).
 MF0326
 MF0326.The modeled gravity was interpolated from observed gravity values.
 MF0326
 MF0326;                    North         East    Units  Estimated Accuracy
 MF0326;SPC IL E     -   515,290.      311,050.      MT  (+/- 180 meters Scaled)
 MF0326
 MF0326                          SUPERSEDED SURVEY CONTROL
 MF0326
 MF0326  NGVD 29 (??/??/92)  168.600  (m)          553.15   (f) ADJ UNCH    2 0
 MF0326
 MF0326.Superseded values are not recommended for survey control.
 MF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0326.See file dsdata.txt to determine how the superseded data were derived.
 MF0326
 MF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL994736(NAD 83)
 MF0326_MARKER: DB = BENCH MARK DISK
 MF0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF0326_SP_SET: CULVERT
 MF0326_STAMPING: M 247 1960
 MF0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF0326
 MF0326  HISTORY     - Date     Condition        Report By
 MF0326  HISTORY     - 1960     MONUMENTED       CGS
 MF0326  HISTORY     - 1961     GOOD             NGS
 MF0326  HISTORY     - 1987     GOOD             USPSQD
 MF0326
 MF0326                          STATION DESCRIPTION
 MF0326
 MF0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MF0326'2 MI NE FROM BRAIDWOOD.
 MF0326'ABOUT 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM THE OVERPASS
 MF0326'AT THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 113 IN THE
 MF0326'NORTH PART OF BRAIDWOOD, ABOUT 0.5 MILE NORTHEAST OF THE GREER
 MF0326'EARTHMOVING SCHOOL, SET IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 MF0326'HEADWALL OF A 6 FOOT CONCRETE CULVERT UNDER THE SOUTHBOUND LANE
 MF0326'OF U.S. HIGHWAY 66, 22 FEET NORTHWEST OF THE CENTERLINE OF THE
 MF0326'SOUTHBOUND LANE, AND ABOUT LEVEL WITH THE HIGHWAY.
 MF0326
 MF0326                          STATION RECOVERY (1987)
 MF0326
 MF0326'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 MF0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0777 ***********************************************************************
 LC0777  DESIGNATION -  M 248
 LC0777  PID         -  LC0777
 LC0777  STATE/COUNTY-  IL/LIVINGSTON
 LC0777  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0777
 LC0777                         *CURRENT SURVEY CONTROL
 LC0777  ___________________________________________________________________
 LC0777* NAD 83(1986)-  40 56 09.     (N)    088 35 14.     (W)     SCALED    
 LC0777* NAVD 88     -       208.047  (meters)     682.57   (feet)  ADJUSTED  
 LC0777  ___________________________________________________________________
 LC0777  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LC0777  DYNAMIC HT  -         207.960 (meters)     682.28  (feet)  COMP
 LC0777  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 LC0777
 LC0777  VERT ORDER  -  SECOND    CLASS 0
 LC0777
 LC0777.The horizontal coordinates were scaled from a topographic map and have
 LC0777.an estimated accuracy of +/- 6 seconds.
 LC0777
 LC0777.The orthometric height was determined by differential leveling
 LC0777.and adjusted by the National Geodetic Survey in June 1991..
 LC0777
 LC0777.The geoid height was determined by GEOID03.
 LC0777
 LC0777.The dynamic height is computed by dividing the NAVD 88
 LC0777.geopotential number by the normal gravity value computed on the
 LC0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0777.degrees latitude (g = 980.6199 gals.).
 LC0777
 LC0777.The modeled gravity was interpolated from observed gravity values.
 LC0777
 LC0777;                    North         East    Units  Estimated Accuracy
 LC0777;SPC IL E     -   473,950.      278,620.      MT  (+/- 180 meters Scaled)
 LC0777
 LC0777                          SUPERSEDED SURVEY CONTROL
 LC0777
 LC0777  NGVD 29 (??/??/92)  208.110  (m)          682.77   (f) ADJ UNCH    2 0
 LC0777
 LC0777.Superseded values are not recommended for survey control.
 LC0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0777.See file dsdata.txt to determine how the superseded data were derived.
 LC0777
 LC0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL663328(NAD 83)
 LC0777_MARKER: DB = BENCH MARK DISK
 LC0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0777_STAMPING: M 248 1961
 LC0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0777+STABILITY: SURFACE MOTION
 LC0777
 LC0777  HISTORY     - Date     Condition        Report By
 LC0777  HISTORY     - 1961     MONUMENTED       CGS
 LC0777
 LC0777                          STATION DESCRIPTION
 LC0777
 LC0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LC0777'4.4 MI NE FROM PONTIAC.
 LC0777'ABOUT 4.45 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0777'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, ACROSS
 LC0777'THE HIGHWAY FROM THE NORTHEAST CORNER OF THE MEMORIAL PARK
 LC0777'CEMETERY AT THE JUNCTION OF A GRAVEL ROAD WEST, 60 FEET SOUTHEAST
 LC0777'OF THE CENTER LINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 66,
 LC0777'29 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHBOUND TRACK
 LC0777'OF THE GULF, MOBILE AND OHIO RAIL ROAD, 110 FEET SOUTHEAST OF THE
 LC0777'EXTENDED CENTER LINE OF THE ROAD WEST, 3.5 FEET NORTHEAST OF
 LC0777'A TELEGRAPH POLE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 LC0777'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1462 ***********************************************************************
 JB1462  DESIGNATION -  M 249
 JB1462  PID         -  JB1462
 JB1462  STATE/COUNTY-  IL/ST CLAIR
 JB1462  USGS QUAD   -  LEBANON (1991)
 JB1462
 JB1462                         *CURRENT SURVEY CONTROL
 JB1462  ___________________________________________________________________
 JB1462* NAD 83(1986)-  38 34 44.     (N)    089 48 25.     (W)     SCALED    
 JB1462* NAVD 88     -       133.404  (meters)     437.68   (feet)  ADJUSTED  
 JB1462  ___________________________________________________________________
 JB1462  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JB1462  DYNAMIC HT  -         133.321 (meters)     437.40  (feet)  COMP
 JB1462  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 JB1462
 JB1462  VERT ORDER  -  SECOND    CLASS 0
 JB1462
 JB1462.The horizontal coordinates were scaled from a topographic map and have
 JB1462.an estimated accuracy of +/- 6 seconds.
 JB1462
 JB1462.The orthometric height was determined by differential leveling
 JB1462.and adjusted by the National Geodetic Survey in June 1991..
 JB1462
 JB1462.The geoid height was determined by GEOID03.
 JB1462
 JB1462.The dynamic height is computed by dividing the NAVD 88
 JB1462.geopotential number by the normal gravity value computed on the
 JB1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1462.degrees latitude (g = 980.6199 gals.).
 JB1462
 JB1462.The modeled gravity was interpolated from observed gravity values.
 JB1462
 JB1462;                    North         East    Units  Estimated Accuracy
 JB1462;SPC IL W     -   212,290.      731,340.      MT  (+/- 180 meters Scaled)
 JB1462
 JB1462                          SUPERSEDED SURVEY CONTROL
 JB1462
 JB1462  NGVD 29 (??/??/92)  133.521  (m)          438.06   (f) ADJ UNCH    2 0
 JB1462
 JB1462.Superseded values are not recommended for survey control.
 JB1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1462.See file dsdata.txt to determine how the superseded data were derived.
 JB1462
 JB1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH554737(NAD 83)
 JB1462_MARKER: DB = BENCH MARK DISK
 JB1462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JB1462_SP_SET: BRIDGE
 JB1462_STAMPING: M 249 1961
 JB1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1462
 JB1462  HISTORY     - Date     Condition        Report By
 JB1462  HISTORY     - 1961     MONUMENTED       CGS
 JB1462
 JB1462                          STATION DESCRIPTION
 JB1462
 JB1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1462'1.1 MI S FROM LEBANON.
 JB1462'ABOUT 1.10 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE CROSSING
 JB1462'OF THE BALTIMORE AND OHIO RAILROAD IN THE SOUTH PART OF LEBANON,
 JB1462'SET IN TOP OF THE NORTHEAST END OF THE WINGWALL AT THE
 JB1462'SOUTHWEST CORNER OF A 45 FOOT CONCRETE BRIDGE OVER A STREAM,
 JB1462'ABOUT 0.2 MILE SOUTH OF THE BRIDGE OVER LITTLE SILVER CREEK, 15
 JB1462'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 JB1462'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3482 ***********************************************************************
 AI3482  DESIGNATION -  M 249 RESET
 AI3482  PID         -  AI3482
 AI3482  STATE/COUNTY-  IL/ST CLAIR
 AI3482  USGS QUAD   -  LEBANON (1991)
 AI3482
 AI3482                         *CURRENT SURVEY CONTROL
 AI3482  ___________________________________________________________________
 AI3482* NAD 83(1986)-  38 34 44.     (N)    089 48 25.     (W)     SCALED    
 AI3482* NAVD 88     -       133.20   (meters)     437.0    (feet)  RESET     
 AI3482  ___________________________________________________________________
 AI3482  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 AI3482
 AI3482  VERT ORDER  -  THIRD
 AI3482
 AI3482.The horizontal coordinates were scaled from a topographic map and have
 AI3482.an estimated accuracy of +/- 6 seconds.
 AI3482
 AI3482.The orthometric height was computed from unverified reset data.
 AI3482.No vertical observational check was made to the station.
 AI3482
 AI3482.The geoid height was determined by GEOID03.
 AI3482
 AI3482;                    North         East    Units  Estimated Accuracy
 AI3482;SPC IL W     -   212,290.      731,340.      MT  (+/- 180 meters Scaled)
 AI3482
 AI3482                          SUPERSEDED SURVEY CONTROL
 AI3482
 AI3482.No superseded survey control is available for this station.
 AI3482
 AI3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH554737(NAD 83)
 AI3482_MARKER: DV = VERTICAL CONTROL DISK
 AI3482_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI3482_SP_SET: BRIDGE WINGWALL
 AI3482_STAMPING: M 249 RESET 1997
 AI3482_MARK LOGO: NGS   
 AI3482_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3482
 AI3482  HISTORY     - Date     Condition        Report By
 AI3482  HISTORY     - 1997     MONUMENTED       NGS
 AI3482
 AI3482                          STATION DESCRIPTION
 AI3482
 AI3482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 AI3482'ABOUT 1.1 MILE (1.8 KM) SOUTH ALONG STATE ROUTE 4 FROM THE CROSSING OF
 AI3482'THE BALTIMORE AND OHIO RAILROAD IN THE SOUTH PART OF LEBANON, SET IN
 AI3482'THE TOP OF THE EAST WINGWALL AT THE SOUTH END OF A BRIDGE OVER A
 AI3482'STREAM, ABOUT 0.2 MILE (0.3 KM) SOUTH OF THE BRIDGE OVER LITTLE SILVER
 AI3482'CREEK, 6.5 M (21.3 FT) EAST OF THE CENTERLINE OF ROUTE 4, AND 0.2 M
 AI3482'(0.7 FT) EAST OF THE BACK OF THE EAST PARAPET WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2081 ***********************************************************************
 LB2081  DESIGNATION -  M 25 RESET 1978
 LB2081  PID         -  LB2081
 LB2081  STATE/COUNTY-  IL/IROQUOIS
 LB2081  USGS QUAD   -  CRESCENT CITY (1986)
 LB2081
 LB2081                         *CURRENT SURVEY CONTROL
 LB2081  ___________________________________________________________________
 LB2081* NAD 83(1986)-  40 50 47.     (N)    087 51 51.     (W)     SCALED    
 LB2081* NAVD 88     -       195.47   (+/-2cm)     641.3    (feet)  VERTCON   
 LB2081  ___________________________________________________________________
 LB2081  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LB2081
 LB2081  VERT ORDER  -  THIRD (See Below)
 LB2081
 LB2081.The horizontal coordinates were scaled from a topographic map and have
 LB2081.an estimated accuracy of +/- 6 seconds.
 LB2081
 LB2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 LB2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LB2081.The vertical order pertains to the NGVD 29 superseded value.
 LB2081
 LB2081.The geoid height was determined by GEOID03.
 LB2081
 LB2081;                    North         East    Units  Estimated Accuracy
 LB2081;SPC IL E     -   464,090.      339,560.      MT  (+/- 180 meters Scaled)
 LB2081
 LB2081                          SUPERSEDED SURVEY CONTROL
 LB2081
 LB2081  NGVD 29 (03/28/06)  195.55   (m)          641.6    (f) RESET       3  
 LB2081
 LB2081.Superseded values are not recommended for survey control.
 LB2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB2081.See file dsdata.txt to determine how the superseded data were derived.
 LB2081
 LB2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL271220(NAD 83)
 LB2081_MARKER: DB = BENCH MARK DISK
 LB2081_SETTING: 0 = UNSPECIFIED SETTING
 LB2081_STAMPING: M 25 RESET 1978
 LB2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB2081
 LB2081  HISTORY     - Date     Condition        Report By
 LB2081  HISTORY     - 1978     MONUMENTED       NGS
 LB2081
 LB2081                          STATION DESCRIPTION
 LB2081
 LB2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LB2081'5.3 MI NORTH FROM CRESCENT CITY.
 LB2081'FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 49 AT THE
 LB2081'NORTHWEST EDGE OF CRESCENT CITY, THENCE NORTH ALONG HIGHWAY 49 FOR 5.3
 LB2081'MILES, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF
 LB2081'A POWER POLE.
 LB2081'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 LB2081'THE MARK IS 2 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1132 ***********************************************************************
 JB1132  DESIGNATION -  M 250
 JB1132  PID         -  JB1132
 JB1132  STATE/COUNTY-  IL/WASHINGTON
 JB1132  USGS QUAD   -  ADDIEVILLE (1974)
 JB1132
 JB1132                         *CURRENT SURVEY CONTROL
 JB1132  ___________________________________________________________________
 JB1132* NAD 83(1986)-  38 25 20.     (N)    089 28 40.     (W)     SCALED    
 JB1132* NAVD 88     -       138.004  (meters)     452.77   (feet)  ADJUSTED  
 JB1132  ___________________________________________________________________
 JB1132  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JB1132  DYNAMIC HT  -         137.918 (meters)     452.49  (feet)  COMP
 JB1132  MODELED GRAV-     979,999.6   (mgal)                       NAVD 88
 JB1132
 JB1132  VERT ORDER  -  SECOND    CLASS 0
 JB1132
 JB1132.The horizontal coordinates were scaled from a topographic map and have
 JB1132.an estimated accuracy of +/- 6 seconds.
 JB1132
 JB1132.The orthometric height was determined by differential leveling
 JB1132.and adjusted by the National Geodetic Survey in June 1991..
 JB1132
 JB1132.The geoid height was determined by GEOID03.
 JB1132
 JB1132.The dynamic height is computed by dividing the NAVD 88
 JB1132.geopotential number by the normal gravity value computed on the
 JB1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1132.degrees latitude (g = 980.6199 gals.).
 JB1132
 JB1132.The modeled gravity was interpolated from observed gravity values.
 JB1132
 JB1132;                    North         East    Units  Estimated Accuracy
 JB1132;SPC IL W     -   195,060.      760,160.      MT  (+/- 180 meters Scaled)
 JB1132
 JB1132                          SUPERSEDED SURVEY CONTROL
 JB1132
 JB1132  NGVD 29 (??/??/92)  138.126  (m)          453.17   (f) ADJ UNCH    2 0
 JB1132
 JB1132.Superseded values are not recommended for survey control.
 JB1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1132.See file dsdata.txt to determine how the superseded data were derived.
 JB1132
 JB1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH836555(NAD 83)
 JB1132_MARKER: DB = BENCH MARK DISK
 JB1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1132_STAMPING: M 250 1961
 JB1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1132+STABILITY: SURFACE MOTION
 JB1132
 JB1132  HISTORY     - Date     Condition        Report By
 JB1132  HISTORY     - 1961     MONUMENTED       CGS
 JB1132  HISTORY     - 1974     MARK NOT FOUND   USGS
 JB1132
 JB1132                          STATION DESCRIPTION
 JB1132
 JB1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1132'2.6 MI NE FROM ADDIEVILLE.
 JB1132'ABOUT 1.4 MILES NORTH ALONG AN ASPHALT PAVED ROAD FROM THE
 JB1132'LOUISVILLE AND NASHVILLE RAILROAD STATION IN ADDIEVILLE, THENCE
 JB1132'0.5 MILE EAST ALONG AN ASPHALT PAVED ROAD, THENCE 0.65 MILE NORTH
 JB1132'ALONG AN ASPHALT PAVED ROAD, ABOUT 0.15 MILE NORTH OF THE
 JB1132'JUNCTION OF A DIRT ROAD WEST, ABOUT 0.15 MILE SOUTH OF A FARM
 JB1132'HOUSE EAST OF THE ROAD, NEAR A FIELD ENTRANCE EAST OF THE ROAD,
 JB1132'26 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH OF
 JB1132'THE EXTENDED CENTER LINE OF THE FIELD ENTRANCE, 61 FEET WEST
 JB1132'OF A LONE 20 INCH WILD CHERRY TREE, 2 FEET EAST OF THE SECOND
 JB1132'POWER POLE SOUTH OF A POWER POLE WITH A TRANSFORMER, 1.7 FEET
 JB1132'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 JB1132'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JB1132
 JB1132                          STATION RECOVERY (1974)
 JB1132
 JB1132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JB1132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1169 ***********************************************************************
 JB1169  DESIGNATION -  M 251
 JB1169  PID         -  JB1169
 JB1169  STATE/COUNTY-  IL/WASHINGTON
 JB1169  USGS QUAD   -  ASHLEY (1974)
 JB1169
 JB1169                         *CURRENT SURVEY CONTROL
 JB1169  ___________________________________________________________________
 JB1169* NAD 83(1986)-  38 21 39.     (N)    089 14 37.     (W)     SCALED    
 JB1169* NAVD 88     -       166.013  (meters)     544.66   (feet)  ADJUSTED  
 JB1169  ___________________________________________________________________
 JB1169  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 JB1169  DYNAMIC HT  -         165.907 (meters)     544.31  (feet)  COMP
 JB1169  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 JB1169
 JB1169  VERT ORDER  -  SECOND    CLASS 0
 JB1169
 JB1169.The horizontal coordinates were scaled from a topographic map and have
 JB1169.an estimated accuracy of +/- 6 seconds.
 JB1169
 JB1169.The orthometric height was determined by differential leveling
 JB1169.and adjusted by the National Geodetic Survey in June 1991..
 JB1169
 JB1169.The geoid height was determined by GEOID03.
 JB1169
 JB1169.The dynamic height is computed by dividing the NAVD 88
 JB1169.geopotential number by the normal gravity value computed on the
 JB1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1169.degrees latitude (g = 980.6199 gals.).
 JB1169
 JB1169.The modeled gravity was interpolated from observed gravity values.
 JB1169
 JB1169;                    North         East    Units  Estimated Accuracy
 JB1169;SPC IL W     -   188,420.      780,670.      MT  (+/- 180 meters Scaled)
 JB1169
 JB1169                          SUPERSEDED SURVEY CONTROL
 JB1169
 JB1169  NGVD 29 (??/??/92)  166.128  (m)          545.04   (f) ADJ UNCH    2 0
 JB1169
 JB1169.Superseded values are not recommended for survey control.
 JB1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1169.See file dsdata.txt to determine how the superseded data were derived.
 JB1169
 JB1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH039482(NAD 83)
 JB1169_MARKER: DB = BENCH MARK DISK
 JB1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1169_STAMPING: M 251 1961
 JB1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1169+STABILITY: SURFACE MOTION
 JB1169
 JB1169  HISTORY     - Date     Condition        Report By
 JB1169  HISTORY     - 1961     MONUMENTED       CGS
 JB1169
 JB1169                          STATION DESCRIPTION
 JB1169
 JB1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB1169'8.6 MI NE FROM NASHVILLE.
 JB1169'ABOUT 1.05 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY 127
 JB1169'FROM ITS JUNCTION WITH U.S. HIGHWAY 460 IN NASHVILLE, THENCE
 JB1169'0.7 MILE EAST ALONG AN OILED ROAD, THENCE 0.5 MILE NORTH ALONG AN
 JB1169'OILED ROAD, THENCE 6.3 MILES EAST ALONG AN OILED ROAD, ABOUT
 JB1169'0.05 MILE WEST OF THE WEST END OF A CURVE IN THE ROAD WITH
 JB1169'TANGENTS TO THE NORTH AND WEST, NEAR A FIELD ENTRANCE SOUTH OF
 JB1169'THE ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 69 FEET
 JB1169'WEST OF THE EXTENDED CENTER LINE OF THE FIELD ENTRANCE, 2 FEET
 JB1169'SOUTH OF A TELEPHONE POLE, 1.7 FEET SOUTHEAST OF A METAL WITNESS
 JB1169'POST, ABOUT 0.5 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 JB1169'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK
 JB1169'MAY ALSO BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 51 AND
 JB1169'U.S. HIGHWAY 460 IN THE SOUTHEAST PART OF ASHLEY BY GOING 2.25
 JB1169'NORTH ALONG U.S. HIGHWAY 51, THENCE 0.75 MILE WEST ALONG A DIRT
 JB1169'ROAD, THENCE 2.9 MILES WEST ALONG AN OILED ROAD, THENCE 0.5 MILE
 JB1169'SOUTH ALONG AN OILED ROAD, THENCE 0.10 MILE WEST ALONG AN
 JB1169'OILED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0454 ***********************************************************************
 JB0454  DESIGNATION -  M 252
 JB0454  PID         -  JB0454
 JB0454  STATE/COUNTY-  IL/JEFFERSON
 JB0454  USGS QUAD   -  MOUNT VERNON (1978)
 JB0454
 JB0454                         *CURRENT SURVEY CONTROL
 JB0454  ___________________________________________________________________
 JB0454* NAD 83(1986)-  38 15 28.     (N)    088 52 44.     (W)     SCALED    
 JB0454* NAVD 88     -       140.819  (meters)     462.00   (feet)  ADJUSTED  
 JB0454  ___________________________________________________________________
 JB0454  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JB0454  DYNAMIC HT  -         140.728 (meters)     461.71  (feet)  COMP
 JB0454  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 JB0454
 JB0454  VERT ORDER  -  SECOND    CLASS 0
 JB0454
 JB0454.The horizontal coordinates were scaled from a topographic map and have
 JB0454.an estimated accuracy of +/- 6 seconds.
 JB0454
 JB0454.The orthometric height was determined by differential leveling
 JB0454.and adjusted by the National Geodetic Survey in June 1991..
 JB0454
 JB0454.The geoid height was determined by GEOID03.
 JB0454
 JB0454.The dynamic height is computed by dividing the NAVD 88
 JB0454.geopotential number by the normal gravity value computed on the
 JB0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0454.degrees latitude (g = 980.6199 gals.).
 JB0454
 JB0454.The modeled gravity was interpolated from observed gravity values.
 JB0454
 JB0454;                    North         East    Units  Estimated Accuracy
 JB0454;SPC IL E     -   176,730.      252,250.      MT  (+/- 180 meters Scaled)
 JB0454
 JB0454                          SUPERSEDED SURVEY CONTROL
 JB0454
 JB0454  NGVD 29 (??/??/92)  140.927  (m)          462.36   (f) ADJ UNCH    2 0
 JB0454
 JB0454.Superseded values are not recommended for survey control.
 JB0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0454.See file dsdata.txt to determine how the superseded data were derived.
 JB0454
 JB0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH356360(NAD 83)
 JB0454_MARKER: DB = BENCH MARK DISK
 JB0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0454_STAMPING: M 252 1961
 JB0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0454+STABILITY: SURFACE MOTION
 JB0454
 JB0454  HISTORY     - Date     Condition        Report By
 JB0454  HISTORY     - 1961     MONUMENTED       CGS
 JB0454
 JB0454                          STATION DESCRIPTION
 JB0454
 JB0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0454'5.2 MI SE FROM MT VERNON.
 JB0454'ABOUT 4.05 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 JB0454'HOUSE IN MT. VERNON, THENCE 1.1 MILES EAST ALONG AN OILED ROAD,
 JB0454'ABOUT MIDWAY BETWEEN TWO FARM HOUSES SOUTH OF THE ROAD, AT A
 JB0454'FENCE CORNER SOUTH OF THE ROAD, 24 FEET SOUTH OF THE CENTER OF
 JB0454'THE ROAD, 115 FEET WEST OF THE CENTER OF A DRIVE SOUTH, 177 FEET
 JB0454'EAST OF THE CENTER OF A DRIVE SOUTH, 84 FEET WEST OF A POWER
 JB0454'POLE WITH A TRANSFORMER POLE, C 5-12-9-5/9, 1.9 FEET NORTHEAST
 JB0454'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 JB0454'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0198 ***********************************************************************
 JB0198  DESIGNATION -  M 253
 JB0198  PID         -  JB0198
 JB0198  STATE/COUNTY-  IL/WAYNE
 JB0198  USGS QUAD   -  BOYLESTON (1971)
 JB0198
 JB0198                         *CURRENT SURVEY CONTROL
 JB0198  ___________________________________________________________________
 JB0198* NAD 83(1986)-  38 15 44.     (N)    088 29 46.     (W)     SCALED    
 JB0198* NAVD 88     -       125.339  (meters)     411.22   (feet)  ADJUSTED  
 JB0198  ___________________________________________________________________
 JB0198  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JB0198  DYNAMIC HT  -         125.259 (meters)     410.95  (feet)  COMP
 JB0198  MODELED GRAV-     979,988.5   (mgal)                       NAVD 88
 JB0198
 JB0198  VERT ORDER  -  SECOND    CLASS 0
 JB0198
 JB0198.The horizontal coordinates were scaled from a topographic map and have
 JB0198.an estimated accuracy of +/- 6 seconds.
 JB0198
 JB0198.The orthometric height was determined by differential leveling
 JB0198.and adjusted by the National Geodetic Survey in June 1991..
 JB0198
 JB0198.The geoid height was determined by GEOID03.
 JB0198
 JB0198.The dynamic height is computed by dividing the NAVD 88
 JB0198.geopotential number by the normal gravity value computed on the
 JB0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0198.degrees latitude (g = 980.6199 gals.).
 JB0198
 JB0198.The modeled gravity was interpolated from observed gravity values.
 JB0198
 JB0198;                    North         East    Units  Estimated Accuracy
 JB0198;SPC IL E     -   177,090.      285,750.      MT  (+/- 180 meters Scaled)
 JB0198
 JB0198                          SUPERSEDED SURVEY CONTROL
 JB0198
 JB0198  NGVD 29 (??/??/92)  125.463  (m)          411.62   (f) ADJ UNCH    2 0
 JB0198
 JB0198.Superseded values are not recommended for survey control.
 JB0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0198.See file dsdata.txt to determine how the superseded data were derived.
 JB0198
 JB0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH691359(NAD 83)
 JB0198_MARKER: DB = BENCH MARK DISK
 JB0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0198_STAMPING: M 253 1961
 JB0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0198+STABILITY: SURFACE MOTION
 JB0198
 JB0198  HISTORY     - Date     Condition        Report By
 JB0198  HISTORY     - 1961     MONUMENTED       CGS
 JB0198
 JB0198                          STATION DESCRIPTION
 JB0198
 JB0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0198'9.8 MI SE FROM WAYNE CITY.
 JB0198'ABOUT 7.0 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 142 FROM
 JB0198'ITS JUNCTION WITH STATE HIGHWAY 15 IN WAYNE CITY, THENCE 2.55
 JB0198'MILES EAST, SOUTH, AND EAST ALONG A GRAVEL ROAD, THENCE 0.2
 JB0198'MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.10 MILE SOUTH OF A
 JB0198'FARM HOUSE EAST OF THE ROAD, 24 FEET WEST OF THE CENTER OF THE
 JB0198'ROAD, 48 FEET WEST AND ACROSS THE ROAD FROM THE FIRST POWER POLE
 JB0198'SOUTH OF A POWER POLE WITH A TRANSFORMER, 1 FOOT EAST OF A
 JB0198'FENCE, 2.1 FEET SOUTH OF A METAL WITNESS POST ABOUT 3 FEET ABOVE
 JB0198'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 JB0198'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0277 ***********************************************************************
 JB0277  DESIGNATION -  M 254
 JB0277  PID         -  JB0277
 JB0277  STATE/COUNTY-  IL/WHITE
 JB0277  USGS QUAD   -  CROSSVILLE (1974)
 JB0277
 JB0277                         *CURRENT SURVEY CONTROL
 JB0277  ___________________________________________________________________
 JB0277* NAD 83(1986)-  38 13 37.     (N)    088 03 44.     (W)     SCALED    
 JB0277* NAVD 88     -       124.796  (meters)     409.43   (feet)  ADJUSTED  
 JB0277  ___________________________________________________________________
 JB0277  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JB0277  DYNAMIC HT  -         124.715 (meters)     409.17  (feet)  COMP
 JB0277  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 JB0277
 JB0277  VERT ORDER  -  SECOND    CLASS 0
 JB0277
 JB0277.The horizontal coordinates were scaled from a topographic map and have
 JB0277.an estimated accuracy of +/- 6 seconds.
 JB0277
 JB0277.The orthometric height was determined by differential leveling
 JB0277.and adjusted by the National Geodetic Survey in June 1991..
 JB0277
 JB0277.The geoid height was determined by GEOID03.
 JB0277
 JB0277.The dynamic height is computed by dividing the NAVD 88
 JB0277.geopotential number by the normal gravity value computed on the
 JB0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0277.degrees latitude (g = 980.6199 gals.).
 JB0277
 JB0277.The modeled gravity was interpolated from observed gravity values.
 JB0277
 JB0277;                    North         East    Units  Estimated Accuracy
 JB0277;SPC IL E     -   173,200.      323,740.      MT  (+/- 180 meters Scaled)
 JB0277
 JB0277                          SUPERSEDED SURVEY CONTROL
 JB0277
 JB0277  NGVD 29 (??/??/92)  124.923  (m)          409.85   (f) ADJ UNCH    2 0
 JB0277
 JB0277.Superseded values are not recommended for survey control.
 JB0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0277.See file dsdata.txt to determine how the superseded data were derived.
 JB0277
 JB0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH070315(NAD 83)
 JB0277_MARKER: DB = BENCH MARK DISK
 JB0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JB0277_SP_SET: CULVERT
 JB0277_STAMPING: M 254 1961
 JB0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JB0277
 JB0277  HISTORY     - Date     Condition        Report By
 JB0277  HISTORY     - 1961     MONUMENTED       CGS
 JB0277
 JB0277                          STATION DESCRIPTION
 JB0277
 JB0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JB0277'5.9 MI SW FROM GRAYVILLE.
 JB0277'ABOUT 2.6 MILES WEST ALONG AN ASPHALT PAVED ROAD FROM THE JUNCTION
 JB0277'OF COURT STREET AND NORTH STREET ON STATE HIGHWAY 1 IN GRAYVILLE,
 JB0277'THENCE 2.0 MILES SOUTH ALONG A GRAVEL ROAD, THENCE 1.3 MILES
 JB0277'WEST ALONG A GRAVEL ROAD, NEAR A FIELD ENTRANCE SOUTH OF THE
 JB0277'ROAD, SET IN TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 10
 JB0277'FOOT CONCRETE BOX CULVERT, 10 FEET SOUTH OF THE CENTER OF THE
 JB0277'ROAD, 45 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE, AND ABOUT
 JB0277'1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0037 ***********************************************************************
 KC0037  CBN         -  This is a Cooperative Base Network Control Station.
 KC0037  DESIGNATION -  M 255
 KC0037  PID         -  KC0037
 KC0037  STATE/COUNTY-  IL/CASS
 KC0037  USGS QUAD   -  ARENZVILLE WEST (1983)
 KC0037
 KC0037                         *CURRENT SURVEY CONTROL
 KC0037  ___________________________________________________________________
 KC0037* NAD 83(1997)-  39 56 29.35115(N)    090 28 31.19152(W)     ADJUSTED  
 KC0037* NAVD 88     -       134.506  (meters)     441.29   (feet)  ADJUSTED  
 KC0037  ___________________________________________________________________
 KC0037  X           -     -40,625.151 (meters)                     COMP
 KC0037  Y           -  -4,896,790.637 (meters)                     COMP
 KC0037  Z           -   4,073,071.684 (meters)                     COMP
 KC0037  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 KC0037  ELLIP HEIGHT-         101.61  (meters)          (09/15/03) GPS OBS
 KC0037  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KC0037  DYNAMIC HT  -         134.435 (meters)     441.06  (feet)  COMP
 KC0037  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 KC0037
 KC0037  HORZ ORDER  -  A
 KC0037  VERT ORDER  -  FIRST     CLASS II
 KC0037  ELLP ORDER  -  FOURTH    CLASS I
 KC0037
 KC0037.The horizontal coordinates were established by GPS observations
 KC0037.and adjusted by the National Geodetic Survey in September 2003..
 KC0037
 KC0037.The orthometric height was determined by differential leveling
 KC0037.and adjusted by the National Geodetic Survey in June 1991..
 KC0037
 KC0037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KC0037
 KC0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KC0037
 KC0037.The ellipsoidal height was determined by GPS observations
 KC0037.and is referenced to NAD 83.
 KC0037
 KC0037.The geoid height was determined by GEOID03.
 KC0037
 KC0037.The dynamic height is computed by dividing the NAVD 88
 KC0037.geopotential number by the normal gravity value computed on the
 KC0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0037.degrees latitude (g = 980.6199 gals.).
 KC0037
 KC0037.The modeled gravity was interpolated from observed gravity values.
 KC0037
 KC0037;                    North         East     Units Scale Factor Converg.
 KC0037;SPC IL W     -   363,536.798   673,621.009   MT  0.99994974   -0 11 53.4
 KC0037;SPC IL W     - 1,192,703.64  2,210,038.26   sFT  0.99994974   -0 11 53.4
 KC0037;UTM  15      - 4,424,314.904   715,701.228   MT  1.00017282   +1 37 17.3
 KC0037
 KC0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KC0037!SPC IL W     -   0.99998406  x   0.99994974  =   0.99993380
 KC0037!UTM  15      -   0.99998406  x   1.00017282  =   1.00015688
 KC0037
 KC0037                          SUPERSEDED SURVEY CONTROL
 KC0037
 KC0037  NAVD 88 (09/15/03)  134.51   (m)          441.3    (f) LEVELING    3  
 KC0037  NGVD 29 (??/??/92)  134.626  (m)          441.69   (f) ADJ UNCH    1 2
 KC0037
 KC0037.Superseded values are not recommended for survey control.
 KC0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0037.See file dsdata.txt to determine how the superseded data were derived.
 KC0037
 KC0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE1570124315(NAD 83)
 KC0037_MARKER: DB = BENCH MARK DISK
 KC0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0037_STAMPING: M 255 1961
 KC0037_MARK LOGO: CGS   
 KC0037_MAGNETIC: N = NO MAGNETIC MATERIAL
 KC0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0037+STABILITY: SURFACE MOTION
 KC0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KC0037+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 KC0037
 KC0037  HISTORY     - Date     Condition        Report By
 KC0037  HISTORY     - 1961     MONUMENTED       CGS
 KC0037  HISTORY     - 20020815 GOOD             CGS
 KC0037  HISTORY     - 20040202 GOOD             ILDT
 KC0037
 KC0037                          STATION DESCRIPTION
 KC0037
 KC0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KC0037'6 MI S FROM BEARDSTOWN.
 KC0037'ABOUT 5.35 MILES SOUTH ALONG STATE HIGHWAY 100 FROM ITS JUNCTION
 KC0037'WITH U.S. HIGHWAY 67 AT BEARDSTOWN, THENCE 0.7 MILE EAST ALONG
 KC0037'A BLACK TOP ROAD, IN A SMALL TRIANGLE, AT THE NORTH JUNCTION OF
 KC0037'A PRIVATE ROAD LEADING NORTH, 20 FEET NORTH OF THE CENTER LINE
 KC0037'OF THE EAST-WEST ROAD, 2 FEET NORTH OF A POWER LINE BRACE POLE,
 KC0037'19 FEET SOUTHEAST OF THE CENTER LINE OF THE WEST LEG OF THE
 KC0037'PRIVATE ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 KC0037'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KC0037'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KC0037
 KC0037                          STATION RECOVERY (2002)
 KC0037
 KC0037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2002 (DS)
 KC0037'6 MI SOUTH OF BEARDSTOWN IL
 KC0037'ABOUT 5.35 MILES SOUTH ALONG US HWY 67 FORM ITS JUNCTION WITH STATE
 KC0037'HIGHWAY 100 AT
 KC0037'BEARDSTOWN, THENCE 0.7 MILE EAST ALONG BLACKTOP ROAD TO STATION ON
 KC0037'LEFT. STATION IS
 KC0037'LOCATED IN A SMALL TRIANGLE AT THE JUNCTION OF DRIVEWAY NORTH. 20 FT
 KC0037'NORTH OF THE
 KC0037'CENTERLINE OF E-W BLACKTOP ROAD, 1 FT WEST OF CUTOFF METAL WITNESS
 KC0037'POST, 5.3 FT WEST OF
 KC0037'UNDERGROUND CABLE MARKER AND 1 FT EAST OF PLASTIC WITNESS POST. NOTE
 KC0037'BENCHMARK IS
 KC0037'BELOW SURFACE AT THIS TIME DUE TO GRADING OF PRIVATE DRIVE.
 KC0037' 
 KC0037' 
 KC0037'
 KC0037
 KC0037                          STATION RECOVERY (2004)
 KC0037
 KC0037'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2004 (DL)
 KC0037'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0791 ***********************************************************************
 JB0791  DESIGNATION -  M 256
 JB0791  PID         -  JB0791
 JB0791  STATE/COUNTY-  IL/FAYETTE
 JB0791  USGS QUAD   -  VANDALIA (1974)
 JB0791
 JB0791                         *CURRENT SURVEY CONTROL
 JB0791  ___________________________________________________________________
 JB0791* NAD 83(1997)-  38 53 08.13179(N)    089 05 17.18360(W)     ADJUSTED  
 JB0791* NAVD 88     -       149.907  (meters)     491.82   (feet)  ADJUSTED  
 JB0791  ___________________________________________________________________
 JB0791  X           -      79,119.230 (meters)                     COMP
 JB0791  Y           -  -4,970,772.883 (meters)                     COMP
 JB0791  Z           -   3,982,512.848 (meters)                     COMP
 JB0791  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 JB0791  ELLIP HEIGHT-         118.30  (meters)          (05/04/06) GPS OBS
 JB0791  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JB0791  DYNAMIC HT  -         149.814 (meters)     491.51  (feet)  COMP
 JB0791  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JB0791
 JB0791  HORZ ORDER  -  FIRST
 JB0791  VERT ORDER  -  FIRST     CLASS I
 JB0791  ELLP ORDER  -  SECOND    CLASS II
 JB0791
 JB0791.The horizontal coordinates were established by GPS observations
 JB0791.and adjusted by the National Geodetic Survey in May 2006..
 JB0791
 JB0791.The orthometric height was determined by differential leveling
 JB0791.and adjusted by the National Geodetic Survey in June 1991..
 JB0791
 JB0791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JB0791
 JB0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB0791
 JB0791.The ellipsoidal height was determined by GPS observations
 JB0791.and is referenced to NAD 83.
 JB0791
 JB0791.The geoid height was determined by GEOID03.
 JB0791
 JB0791.The dynamic height is computed by dividing the NAVD 88
 JB0791.geopotential number by the normal gravity value computed on the
 JB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0791.degrees latitude (g = 980.6199 gals.).
 JB0791
 JB0791.The modeled gravity was interpolated from observed gravity values.
 JB0791
 JB0791;                    North         East     Units Scale Factor Converg.
 JB0791;SPC IL E     -   246,548.234   234,512.778   MT  1.00002779   -0 28 25.8
 JB0791;SPC IL E     -   808,883.66    769,397.34   sFT  1.00002779   -0 28 25.8
 JB0791;UTM  16      - 4,306,153.052   318,887.786   MT  1.00000393   -1 18 40.3
 JB0791
 JB0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB0791!SPC IL E     -   0.99998144  x   1.00002779  =   1.00000923
 JB0791!UTM  16      -   0.99998144  x   1.00000393  =   0.99998537
 JB0791
 JB0791                          SUPERSEDED SURVEY CONTROL
 JB0791
 JB0791  NAVD 88 (05/04/06)  149.91   (m)          491.8    (f) LEVELING    3  
 JB0791  NGVD 29 (??/??/92)  150.022  (m)          492.20   (f) ADJ UNCH    1 1
 JB0791
 JB0791.Superseded values are not recommended for survey control.
 JB0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0791.See file dsdata.txt to determine how the superseded data were derived.
 JB0791
 JB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1888806153(NAD 83)
 JB0791_MARKER: DB = BENCH MARK DISK
 JB0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0791_STAMPING: M 256 1961
 JB0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 JB0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0791+STABILITY: SURFACE MOTION
 JB0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JB0791+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 JB0791
 JB0791  HISTORY     - Date     Condition        Report By
 JB0791  HISTORY     - 1961     MONUMENTED       CGS
 JB0791  HISTORY     - 1969     GOOD             NGS
 JB0791  HISTORY     - 1976     GOOD             NGS
 JB0791  HISTORY     - 20060201 GOOD             ILDT
 JB0791
 JB0791                          STATION DESCRIPTION
 JB0791
 JB0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB0791'5.2 MI S FROM VANDALIA.
 JB0791'ABOUT 5.25 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 JB0791'THE CROSSING OF THE RAILROAD AND THE PENNSYLVANIA RAILROAD AT
 JB0791'VANDALIA, 0.45 MILE SOUTH OF MILEPOST 685, 74 FEET NORTHEAST OF
 JB0791'THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD,
 JB0791'67 1/2 FEET EAST OF THE EAST RAIL, 33 FEET NORTH OF THE CENTER
 JB0791'LINE OF THE ROAD, 2 1/2 FEET SOUTH OF A TELEPHONE POLE, 2.0
 JB0791'FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 JB0791'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JB0791'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 9, T 5 N,
 JB0791'R 1 E.
 JB0791
 JB0791                          STATION RECOVERY (1976)
 JB0791
 JB0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JB0791'RECOVERED IN GOOD CONDITION.
 JB0791
 JB0791                          STATION RECOVERY (2006)
 JB0791
 JB0791'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2006
 JB0791'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0800 ***********************************************************************
 KB0800  DESIGNATION -  M 257
 KB0800  PID         -  KB0800
 KB0800  STATE/COUNTY-  IL/FAYETTE
 KB0800  USGS QUAD   -  VERA (1982)
 KB0800
 KB0800                         *CURRENT SURVEY CONTROL
 KB0800  ___________________________________________________________________
 KB0800* NAD 83(1986)-  39 05 20.     (N)    089 06 33.     (W)     SCALED    
 KB0800* NAVD 88     -       171.666  (meters)     563.21   (feet)  ADJUSTED  
 KB0800  ___________________________________________________________________
 KB0800  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KB0800  DYNAMIC HT  -         171.561 (meters)     562.86  (feet)  COMP
 KB0800  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 KB0800
 KB0800  VERT ORDER  -  FIRST     CLASS I
 KB0800
 KB0800.The horizontal coordinates were scaled from a topographic map and have
 KB0800.an estimated accuracy of +/- 6 seconds.
 KB0800
 KB0800.The orthometric height was determined by differential leveling
 KB0800.and adjusted by the National Geodetic Survey in June 1991..
 KB0800
 KB0800.The geoid height was determined by GEOID03.
 KB0800
 KB0800.The dynamic height is computed by dividing the NAVD 88
 KB0800.geopotential number by the normal gravity value computed on the
 KB0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0800.degrees latitude (g = 980.6199 gals.).
 KB0800
 KB0800.The modeled gravity was interpolated from observed gravity values.
 KB0800
 KB0800;                    North         East    Units  Estimated Accuracy
 KB0800;SPC IL E     -   269,130.      232,880.      MT  (+/- 180 meters Scaled)
 KB0800
 KB0800                          SUPERSEDED SURVEY CONTROL
 KB0800
 KB0800  NGVD 29 (??/??/92)  171.763  (m)          563.53   (f) ADJ UNCH    1 1
 KB0800
 KB0800.Superseded values are not recommended for survey control.
 KB0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0800.See file dsdata.txt to determine how the superseded data were derived.
 KB0800
 KB0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ175287(NAD 83)
 KB0800_MARKER: DB = BENCH MARK DISK
 KB0800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0800_SP_SET: CULVERT
 KB0800_STAMPING: M 257 1961
 KB0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0800
 KB0800  HISTORY     - Date     Condition        Report By
 KB0800  HISTORY     - 1961     MONUMENTED       CGS
 KB0800  HISTORY     - 1969     GOOD             NGS
 KB0800  HISTORY     - 1976     GOOD             NGS
 KB0800
 KB0800                          STATION DESCRIPTION
 KB0800
 KB0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0800'3.5 MI S FROM RAMSEY.
 KB0800'ABOUT 3.5 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0800'THE RAILROAD SWITCH CONTROL TOWER AT RAMSEY, 0.2 MILE SOUTH OF
 KB0800'MILEPOST 699, 0.2 MILE NORTH OF A CROSSING OF THE RAILROAD AND
 KB0800'A PAVED ROAD, 10 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF
 KB0800'THE SOUTHWEST CONCRETE WINGWALL OF A 4-FOOT STONE BOX CULVERT,
 KB0800'1 FOOT EAST OF THE WEST END OF THE FIRST STEP BELOW THE TOP OF
 KB0800'THE WINGWALL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 KB0800'SEC 32, T 8 N, R 1 E.
 KB0800
 KB0800                          STATION RECOVERY (1976)
 KB0800
 KB0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0242 ***********************************************************************
 LD0242  DESIGNATION -  M 258
 LD0242  PID         -  LD0242
 LD0242  STATE/COUNTY-  IL/MASON
 LD0242  USGS QUAD   -  BATH (1981)
 LD0242
 LD0242                         *CURRENT SURVEY CONTROL
 LD0242  ___________________________________________________________________
 LD0242* NAD 83(1986)-  40 12 25.     (N)    090 07 36.     (W)     SCALED    
 LD0242* NAVD 88     -       139.162  (meters)     456.57   (feet)  ADJUSTED  
 LD0242  ___________________________________________________________________
 LD0242  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LD0242  DYNAMIC HT  -         139.092 (meters)     456.34  (feet)  COMP
 LD0242  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 LD0242
 LD0242  VERT ORDER  -  FIRST     CLASS II
 LD0242
 LD0242.The horizontal coordinates were scaled from a topographic map and have
 LD0242.an estimated accuracy of +/- 6 seconds.
 LD0242
 LD0242.The orthometric height was determined by differential leveling
 LD0242.and adjusted by the National Geodetic Survey in June 1991..
 LD0242
 LD0242.The geoid height was determined by GEOID03.
 LD0242
 LD0242.The dynamic height is computed by dividing the NAVD 88
 LD0242.geopotential number by the normal gravity value computed on the
 LD0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0242.degrees latitude (g = 980.6199 gals.).
 LD0242
 LD0242.The modeled gravity was interpolated from observed gravity values.
 LD0242
 LD0242;                    North         East    Units  Estimated Accuracy
 LD0242;SPC IL W     -   392,970.      703,410.      MT  (+/- 180 meters Scaled)
 LD0242
 LD0242                          SUPERSEDED SURVEY CONTROL
 LD0242
 LD0242  NGVD 29 (??/??/92)  139.259  (m)          456.89   (f) ADJ UNCH    1 2
 LD0242
 LD0242.Superseded values are not recommended for survey control.
 LD0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0242.See file dsdata.txt to determine how the superseded data were derived.
 LD0242
 LD0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE445546(NAD 83)
 LD0242_MARKER: DB = BENCH MARK DISK
 LD0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0242_SP_SET: CULVERT
 LD0242_STAMPING: M 258 1961
 LD0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0242
 LD0242  HISTORY     - Date     Condition        Report By
 LD0242  HISTORY     - 1961     MONUMENTED       CGS
 LD0242  HISTORY     - 1976     MARK NOT FOUND   USGS
 LD0242  HISTORY     - 20050601 MARK NOT FOUND   ILDT
 LD0242
 LD0242                          STATION DESCRIPTION
 LD0242
 LD0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LD0242'1.4 MI NE FROM BATH.
 LD0242'ABOUT 1.45 MILES NORTHEAST ALONG STATE HIGHWAY 78 FROM THE
 LD0242'CENTER OF THE PARK IN THE TOWN OF BATH, 3.5 FEET NORTHEAST OF THE
 LD0242'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A 12-FOOT
 LD0242'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 20.8 FEET SOUTHEAST OF
 LD0242'THE CENTER LINE OF THE HIGHWAY, 49 FEET NORTH OF THE CENTER
 LD0242'LINE OF A GRAVEL ROAD LEADING EAST, AND ABOUT 6 INCHES BELOW
 LD0242'THE LEVEL OF THE HIGHWAY.
 LD0242
 LD0242                          STATION RECOVERY (1976)
 LD0242
 LD0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LD0242'MARK NOT FOUND.
 LD0242
 LD0242                          STATION RECOVERY (2005)
 LD0242
 LD0242'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (TEA)
 LD0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0587 ***********************************************************************
 KB0587  DESIGNATION -  M 259
 KB0587  PID         -  KB0587
 KB0587  STATE/COUNTY-  IL/MACON
 KB0587  USGS QUAD   -  DECATUR (1975)
 KB0587
 KB0587                         *CURRENT SURVEY CONTROL
 KB0587  ___________________________________________________________________
 KB0587* NAD 83(1986)-  39 46 43.     (N)    088 58 48.     (W)     SCALED    
 KB0587* NAVD 88     -       218.124  (meters)     715.63   (feet)  ADJUSTED  
 KB0587  ___________________________________________________________________
 KB0587  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KB0587  DYNAMIC HT  -         218.005 (meters)     715.24  (feet)  COMP
 KB0587  MODELED GRAV-     980,075.5   (mgal)                       NAVD 88
 KB0587
 KB0587  VERT ORDER  -  FIRST     CLASS I
 KB0587
 KB0587.The horizontal coordinates were scaled from a topographic map and have
 KB0587.an estimated accuracy of +/- 6 seconds.
 KB0587
 KB0587.The orthometric height was determined by differential leveling
 KB0587.and adjusted by the National Geodetic Survey in June 1991..
 KB0587
 KB0587.The geoid height was determined by GEOID03.
 KB0587
 KB0587.The dynamic height is computed by dividing the NAVD 88
 KB0587.geopotential number by the normal gravity value computed on the
 KB0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0587.degrees latitude (g = 980.6199 gals.).
 KB0587
 KB0587.The modeled gravity was interpolated from observed gravity values.
 KB0587
 KB0587;                    North         East    Units  Estimated Accuracy
 KB0587;SPC IL E     -   345,620.      244,600.      MT  (+/- 180 meters Scaled)
 KB0587
 KB0587                          SUPERSEDED SURVEY CONTROL
 KB0587
 KB0587  NGVD 29 (??/??/92)  218.200  (m)          715.88   (f) ADJ UNCH    1 1
 KB0587
 KB0587.Superseded values are not recommended for survey control.
 KB0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0587.See file dsdata.txt to determine how the superseded data were derived.
 KB0587
 KB0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK304050(NAD 83)
 KB0587_MARKER: DB = BENCH MARK DISK
 KB0587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KB0587_SP_SET: 21 1/2 FEET
 KB0587_STAMPING: M 259 1961
 KB0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KB0587+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 KB0587
 KB0587  HISTORY     - Date     Condition        Report By
 KB0587  HISTORY     - 1961     MONUMENTED       CGS
 KB0587  HISTORY     - 1969     GOOD             NGS
 KB0587  HISTORY     - 20010816 GOOD             BCA
 KB0587
 KB0587                          STATION DESCRIPTION
 KB0587
 KB0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0587'5.2 MI S FROM DECATUR.
 KB0587'ABOUT 5.2 MILES SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0587'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, OR ABOUT
 KB0587'4.85 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0587'PEOPLES BANK OF MACON AT MACON, AT THE COMMUNITY OF ELWIN, 63
 KB0587'YARDS NORTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 KB0587'ROAD, 42 FEET EAST AND ACROSS THE TRACK FROM THE ELWIN STATION
 KB0587'SIGN, 25 FEET EAST OF EAST RAIL OF THE MAIN TRACK, 7 1/2 FEET
 KB0587'EAST OF THE EAST RAIL OF A SIDETRACK, 3.8 FEET NORTHEAST OF THE
 KB0587'NORTHWEST CORNER OF A METAL BUILDING, 2 FEET SOUTH OF A TELEPHONE
 KB0587'POLE, 3.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 KB0587'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 KB0587'COATED ROD THAT IS DRIVEN TO A DEPTH OF 21 1/2 FEET AND IS
 KB0587'ENCASED IN A 6-INCH TILE WHICH PROJECTS 2 INCHES ABOVE THE
 KB0587'SURFACE OF THE GROUND.  SEC 3, T 15 N, R 2 E.
 KB0587
 KB0587                          STATION RECOVERY (2001)
 KB0587
 KB0587'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW)
 KB0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1481 ***********************************************************************
 ME1481  DESIGNATION -  M 26
 ME1481  PID         -  ME1481
 ME1481  STATE/COUNTY-  IL/WILL
 ME1481  USGS QUAD   -  MANHATTAN (1990)
 ME1481
 ME1481                         *CURRENT SURVEY CONTROL
 ME1481  ___________________________________________________________________
 ME1481* NAD 83(1986)-  41 25 08.     (N)    087 52 59.     (W)     SCALED    
 ME1481* NAVD 88     -       216.469  (meters)     710.20   (feet)  ADJUSTED  
 ME1481  ___________________________________________________________________
 ME1481  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 ME1481  DYNAMIC HT  -         216.382 (meters)     709.91  (feet)  COMP
 ME1481  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 ME1481
 ME1481  VERT ORDER  -  SECOND    CLASS 0
 ME1481
 ME1481.The horizontal coordinates were scaled from a topographic map and have
 ME1481.an estimated accuracy of +/- 6 seconds.
 ME1481
 ME1481.The orthometric height was determined by differential leveling
 ME1481.and adjusted by the National Geodetic Survey in June 1991..
 ME1481
 ME1481.The geoid height was determined by GEOID03.
 ME1481
 ME1481.The dynamic height is computed by dividing the NAVD 88
 ME1481.geopotential number by the normal gravity value computed on the
 ME1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1481.degrees latitude (g = 980.6199 gals.).
 ME1481
 ME1481.The modeled gravity was interpolated from observed gravity values.
 ME1481
 ME1481;                    North         East    Units  Estimated Accuracy
 ME1481;SPC IL E     -   527,660.      337,640.      MT  (+/- 180 meters Scaled)
 ME1481
 ME1481                          SUPERSEDED SURVEY CONTROL
 ME1481
 ME1481  NGVD 29 (??/??/92)  216.557  (m)          710.49   (f) ADJ UNCH    2 0
 ME1481
 ME1481.Superseded values are not recommended for survey control.
 ME1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1481.See file dsdata.txt to determine how the superseded data were derived.
 ME1481
 ME1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL262856(NAD 83)
 ME1481_MARKER: DB = BENCH MARK DISK
 ME1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME1481_SP_SET: CULVERT
 ME1481_STAMPING: M 26 1934
 ME1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME1481
 ME1481  HISTORY     - Date     Condition        Report By
 ME1481  HISTORY     - 1934     MONUMENTED       CGS
 ME1481  HISTORY     - 1954     GOOD             NGS
 ME1481  HISTORY     - 1987     GOOD             USPSQD
 ME1481  HISTORY     - 19880520 GOOD             USGS
 ME1481
 ME1481                          STATION DESCRIPTION
 ME1481
 ME1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1481'3.3 MI N FROM ANDRES.
 ME1481'ABOUT 3.3 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE CROSSING
 ME1481'OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT
 ME1481'ANDRES, ABOUT 5.85 MILES SOUTH ALONG HIGHWAY 45 FROM NEW YORK
 ME1481'CENTRAL RAILROAD OVERPASS OVER HIGHWAY AT FRANKFORT, ABOUT 0.45
 ME1481'MILE SOUTH OF INTERSECTION OF MANHATTAN-MONROE ROAD, ABOUT 0.55
 ME1481'MILE NORTH OF A CROSSROAD AND GREEN GARDEN METHODIST CHURCH AND
 ME1481'CEMETERY, IN THE TOP AND 11 FEET SOUTH OF NORTH END OF EAST HEAD
 ME1481'WALL OF A 12-FOOT CONCRETE CULVERT UNDER HIGHWAY, 22 FEET EAST
 ME1481'OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 ME1481
 ME1481                          STATION RECOVERY (1987)
 ME1481
 ME1481'RECOVERY NOTE BY US POWER SQUADRON 1987 (IB)
 ME1481'RECOVERED IN GOOD CONDITION.
 ME1481
 ME1481                          STATION RECOVERY (1988)
 ME1481
 ME1481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988 (LCR)
 ME1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0556 ***********************************************************************
 KB0556  DESIGNATION -  M 260
 KB0556  PID         -  KB0556
 KB0556  STATE/COUNTY-  IL/MACON
 KB0556  USGS QUAD   -  DECATUR (1975)
 KB0556
 KB0556                         *CURRENT SURVEY CONTROL
 KB0556  ___________________________________________________________________
 KB0556* NAD 83(1986)-  39 52 10.     (N)    088 56 43.     (W)     SCALED    
 KB0556* NAVD 88     -       207.539  (meters)     680.90   (feet)  ADJUSTED  
 KB0556  ___________________________________________________________________
 KB0556  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KB0556  DYNAMIC HT  -         207.429 (meters)     680.54  (feet)  COMP
 KB0556  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 KB0556
 KB0556  VERT ORDER  -  FIRST     CLASS I
 KB0556
 KB0556.The horizontal coordinates were scaled from a topographic map and have
 KB0556.an estimated accuracy of +/- 6 seconds.
 KB0556
 KB0556.The orthometric height was determined by differential leveling
 KB0556.and adjusted by the National Geodetic Survey in June 1991..
 KB0556.WARNING-Repeat measurements at this control monument indicate possible
 KB0556.vertical movement.
 KB0556
 KB0556.The geoid height was determined by GEOID03.
 KB0556
 KB0556.The dynamic height is computed by dividing the NAVD 88
 KB0556.geopotential number by the normal gravity value computed on the
 KB0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0556.degrees latitude (g = 980.6199 gals.).
 KB0556
 KB0556.The modeled gravity was interpolated from observed gravity values.
 KB0556
 KB0556;                    North         East    Units  Estimated Accuracy
 KB0556;SPC IL E     -   355,680.      247,650.      MT  (+/- 180 meters Scaled)
 KB0556
 KB0556                          SUPERSEDED SURVEY CONTROL
 KB0556
 KB0556  NGVD 29 (??/??/92)  207.619  (m)          681.16   (f) ADJ UNCH    1 1
 KB0556
 KB0556.Superseded values are not recommended for survey control.
 KB0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0556.See file dsdata.txt to determine how the superseded data were derived.
 KB0556
 KB0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK336150(NAD 83)
 KB0556_MARKER: DB = BENCH MARK DISK
 KB0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0556_SP_SET: OVERPASS
 KB0556_STAMPING: M 260 1961
 KB0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0556
 KB0556  HISTORY     - Date     Condition        Report By
 KB0556  HISTORY     - 1961     MONUMENTED       CGS
 KB0556  HISTORY     - 1969     GOOD             NGS
 KB0556  HISTORY     - 1976     GOOD             NGS
 KB0556  HISTORY     - 1989     GOOD             USPSQD
 KB0556
 KB0556                          STATION DESCRIPTION
 KB0556
 KB0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0556'1.6 MI N FROM DECATUR.
 KB0556'ABOUT 1.65 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0556'THE NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, 0.55 MILE
 KB0556'NORTH OF A RAILROAD UNDERPASS FOR GARFIELD AVENUE, 7 1/2 FEET
 KB0556'WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, SET IN THE TOP
 KB0556'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE RAILROAD
 KB0556'OVERPASS FOR THE ILLINOIS TRACTION RAILROAD, 1.0 FEET EAST OF THE
 KB0556'WEST END OF THE ABUTMENT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 KB0556'OF THE TRACK.  SEC 2, T 16 N, R 2 E.
 KB0556
 KB0556                          STATION RECOVERY (1976)
 KB0556
 KB0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0556'RECOVERED IN GOOD CONDITION.
 KB0556
 KB0556                          STATION RECOVERY (1989)
 KB0556
 KB0556'RECOVERY NOTE BY US POWER SQUADRON 1989 (KD)
 KB0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0749 ***********************************************************************
 KB0749  DESIGNATION -  M 261
 KB0749  PID         -  KB0749
 KB0749  STATE/COUNTY-  IL/CHRISTIAN
 KB0749  USGS QUAD   -  PANA (1982)
 KB0749
 KB0749                         *CURRENT SURVEY CONTROL
 KB0749  ___________________________________________________________________
 KB0749* NAD 83(1986)-  39 25 38.     (N)    089 04 23.     (W)     SCALED    
 KB0749* NAVD 88     -       206.377  (meters)     677.09   (feet)  ADJUSTED  
 KB0749  ___________________________________________________________________
 KB0749  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB0749  DYNAMIC HT  -         206.255 (meters)     676.69  (feet)  COMP
 KB0749  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 KB0749
 KB0749  VERT ORDER  -  FIRST     CLASS I
 KB0749
 KB0749.The horizontal coordinates were scaled from a topographic map and have
 KB0749.an estimated accuracy of +/- 6 seconds.
 KB0749
 KB0749.The orthometric height was determined by differential leveling
 KB0749.and adjusted by the National Geodetic Survey in June 1991..
 KB0749
 KB0749.The geoid height was determined by GEOID03.
 KB0749
 KB0749.The dynamic height is computed by dividing the NAVD 88
 KB0749.geopotential number by the normal gravity value computed on the
 KB0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0749.degrees latitude (g = 980.6199 gals.).
 KB0749
 KB0749.The modeled gravity was interpolated from observed gravity values.
 KB0749
 KB0749;                    North         East    Units  Estimated Accuracy
 KB0749;SPC IL W     -   306,970.      794,160.      MT  (+/- 180 meters Scaled)
 KB0749
 KB0749                          SUPERSEDED SURVEY CONTROL
 KB0749
 KB0749  NGVD 29 (??/??/92)  206.459  (m)          677.36   (f) ADJ UNCH    1 1
 KB0749
 KB0749.Superseded values are not recommended for survey control.
 KB0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0749.See file dsdata.txt to determine how the superseded data were derived.
 KB0749
 KB0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ215662(NAD 83)
 KB0749_MARKER: DB = BENCH MARK DISK
 KB0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KB0749_SP_SET: CULVERT
 KB0749_STAMPING: M 261 1961
 KB0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0749
 KB0749  HISTORY     - Date     Condition        Report By
 KB0749  HISTORY     - 1961     MONUMENTED       CGS
 KB0749  HISTORY     - 1969     GOOD             NGS
 KB0749  HISTORY     - 1976     GOOD             NGS
 KB0749
 KB0749                          STATION DESCRIPTION
 KB0749
 KB0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0749'2.6 MI N FROM PANA.
 KB0749'ABOUT 2.55 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 KB0749'THE RAILROAD SWITCH CONTROL TOWER AT PANA, 0.3 MILE NORTH OF
 KB0749'MILEPOST 722, 7 FEET EAST OF THE EAST RAIL, SET IN THE TOP AND
 KB0749'1.4 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 KB0749'OF A 12-FOOT CONCRETE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL
 KB0749'OF THE TRACK.  SEC 3, T11N, R1E.
 KB0749
 KB0749                          STATION RECOVERY (1976)
 KB0749
 KB0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0562 ***********************************************************************
 KB0562  DESIGNATION -  M 262
 KB0562  PID         -  KB0562
 KB0562  STATE/COUNTY-  IL/MACON
 KB0562  USGS QUAD   -  DECATUR (1975)
 KB0562
 KB0562                         *CURRENT SURVEY CONTROL
 KB0562  ___________________________________________________________________
 KB0562* NAD 83(1986)-  39 50 03.     (N)    088 54 36.     (W)     SCALED    
 KB0562* NAVD 88     -       194.906  (meters)     639.45   (feet)  ADJUSTED  
 KB0562  ___________________________________________________________________
 KB0562  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KB0562  DYNAMIC HT  -         194.800 (meters)     639.11  (feet)  COMP
 KB0562  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 KB0562
 KB0562  VERT ORDER  -  FIRST     CLASS II
 KB0562
 KB0562.The horizontal coordinates were scaled from a topographic map and have
 KB0562.an estimated accuracy of +/- 6 seconds.
 KB0562
 KB0562.The orthometric height was determined by differential leveling
 KB0562.and adjusted by the National Geodetic Survey in June 1991..
 KB0562
 KB0562.The geoid height was determined by GEOID03.
 KB0562
 KB0562.The dynamic height is computed by dividing the NAVD 88
 KB0562.geopotential number by the normal gravity value computed on the
 KB0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0562.degrees latitude (g = 980.6199 gals.).
 KB0562
 KB0562.The modeled gravity was interpolated from observed gravity values.
 KB0562
 KB0562;                    North         East    Units  Estimated Accuracy
 KB0562;SPC IL E     -   351,750.      250,640.      MT  (+/- 180 meters Scaled)
 KB0562
 KB0562                          SUPERSEDED SURVEY CONTROL
 KB0562
 KB0562  NGVD 29 (??/??/92)  194.983  (m)          639.71   (f) ADJ UNCH    1 2
 KB0562
 KB0562.Superseded values are not recommended for survey control.
 KB0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0562.See file dsdata.txt to determine how the superseded data were derived.
 KB0562
 KB0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK365110(NAD 83)
 KB0562_MARKER: DB = BENCH MARK DISK
 KB0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KB0562_SP_SET: BRIDGE
 KB0562_STAMPING: M 262 1961
 KB0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KB0562
 KB0562  HISTORY     - Date     Condition        Report By
 KB0562  HISTORY     - 1961     MONUMENTED       CGS
 KB0562  HISTORY     - 1969     GOOD             NGS
 KB0562  HISTORY     - 1976     MARK NOT FOUND   NGS
 KB0562  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KB0562  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KB0562
 KB0562                          STATION DESCRIPTION
 KB0562
 KB0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0562'2.3 MI SE FROM DECATUR.
 KB0562'ABOUT 0.1 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0562'NORFOLK AND WESTERN RAILWAY STATION AT DECATUR, THENCE 2.2 MILES
 KB0562'SOUTHEAST ALONG U.S. HIGHWAY 36, 4 1/2 FEET NORTHEAST OF THE
 KB0562'NORTHEAST CURB OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST
 KB0562'END OF THE SOUTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER
 KB0562'LAKE DECATUR, 3 FEET SOUTHWEST OF A METAL POLE WHICH BEARS A
 KB0562'STREET LIGHT, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KB0562'SEC 19, T 16 N, R 2 E.
 KB0562
 KB0562                          STATION RECOVERY (1976)
 KB0562
 KB0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0562'MARK NOT FOUND.
 KB0562
 KB0562                          STATION RECOVERY (1987)
 KB0562
 KB0562'RECOVERY NOTE BY US POWER SQUADRON 1987 (PFS)
 KB0562'MARK NOT FOUND.
 KB0562
 KB0562                          STATION RECOVERY (1989)
 KB0562
 KB0562'RECOVERY NOTE BY US POWER SQUADRON 1989 (DMD)
 KB0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0672 ***********************************************************************
 KB0672  DESIGNATION -  M 263
 KB0672  PID         -  KB0672
 KB0672  STATE/COUNTY-  IL/SHELBY
 KB0672  USGS QUAD   -  ASSUMPTION (1982)
 KB0672
 KB0672                         *CURRENT SURVEY CONTROL
 KB0672  ___________________________________________________________________
 KB0672* NAD 83(1986)-  39 37 29.     (N)    089 01 19.     (W)     SCALED    
 KB0672* NAVD 88     -       192.018  (meters)     629.98   (feet)  ADJUSTED  
 KB0672  ___________________________________________________________________
 KB0672  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KB0672  DYNAMIC HT  -         191.909 (meters)     629.62  (feet)  COMP
 KB0672  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 KB0672
 KB0672  VERT ORDER  -  FIRST     CLASS I
 KB0672
 KB0672.The horizontal coordinates were scaled from a topographic map and have
 KB0672.an estimated accuracy of +/- 6 seconds.
 KB0672
 KB0672.The orthometric height was determined by differential leveling
 KB0672.and adjusted by the National Geodetic Survey in June 1991..
 KB0672.WARNING-Repeat measurements at this control monument indicate possible
 KB0672.vertical movement.
 KB0672
 KB0672.The geoid height was determined by GEOID03.
 KB0672
 KB0672.The dynamic height is computed by dividing the NAVD 88
 KB0672.geopotential number by the normal gravity value computed on the
 KB0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0672.degrees latitude (g = 980.6199 gals.).
 KB0672
 KB0672.The modeled gravity was interpolated from observed gravity values.
 KB0672
 KB0672;                    North         East    Units  Estimated Accuracy
 KB0672;SPC IL E     -   328,560.      240,880.      MT  (+/- 180 meters Scaled)
 KB0672
 KB0672                          SUPERSEDED SURVEY CONTROL
 KB0672
 KB0672  NGVD 29 (??/??/92)  192.102  (m)          630.25   (f) ADJ UNCH    1 1
 KB0672
 KB0672.Superseded values are not recommended for survey control.
 KB0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0672.See file dsdata.txt to determine how the superseded data were derived.
 KB0672
 KB0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ264880(NAD 83)
 KB0672_MARKER: DB = BENCH MARK DISK
 KB0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0672_STAMPING: M 163 1961
 KB0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0672+STABILITY: SURFACE MOTION
 KB0672
 KB0672  HISTORY     - Date     Condition        Report By
 KB0672  HISTORY     - 1961     MONUMENTED       CGS
 KB0672  HISTORY     - 1969     GOOD             NGS
 KB0672  HISTORY     - 1976     GOOD             NGS
 KB0672
 KB0672                          STATION DESCRIPTION
 KB0672
 KB0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KB0672'AT MOWEAQUA.
 KB0672'AT MOWEAQUA, 0.05 MILE SOUTHWEST OF THE POST OFFICE, 0.15 MILE
 KB0672'NORTH OF MILEPOST 736, 37 FEET WEST OF THE WEST RAIL OF THE MAIN
 KB0672'TRACK, 53 1/2 FEET NORTH OF THE CENTER LINE OF W. WALL STREET,
 KB0672'SET VERTICALLY IN THE EAST CONCRETE FACE OF THE MOST SOUTHERLY
 KB0672'OF 4 CONCRETE GRAIN BINS AT THE MORE SOUTHERLY OF 2 GRAIN
 KB0672'ELEVATORS, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 KB0672'SEC 31, T14N, R2E.
 KB0672
 KB0672                          STATION RECOVERY (1976)
 KB0672
 KB0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0221 ***********************************************************************
 NH0221  DESIGNATION -  M 267
 NH0221  PID         -  NH0221
 NH0221  STATE/COUNTY-  IL/KANE
 NH0221  USGS QUAD   -  HAMPSHIRE (1978)
 NH0221
 NH0221                         *CURRENT SURVEY CONTROL
 NH0221  ___________________________________________________________________
 NH0221* NAD 83(1986)-  42 05 18.     (N)    088 32 40.     (W)     SCALED    
 NH0221* NAVD 88     -       268.120  (meters)     879.66   (feet)  ADJUSTED  
 NH0221  ___________________________________________________________________
 NH0221  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NH0221  DYNAMIC HT  -         268.028 (meters)     879.36  (feet)  COMP
 NH0221  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 NH0221
 NH0221  VERT ORDER  -  FIRST     CLASS I
 NH0221
 NH0221.The horizontal coordinates were scaled from a topographic map and have
 NH0221.an estimated accuracy of +/- 6 seconds.
 NH0221
 NH0221.The orthometric height was determined by differential leveling
 NH0221.and adjusted by the National Geodetic Survey in June 1991..
 NH0221
 NH0221.The geoid height was determined by GEOID03.
 NH0221
 NH0221.The dynamic height is computed by dividing the NAVD 88
 NH0221.geopotential number by the normal gravity value computed on the
 NH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0221.degrees latitude (g = 980.6199 gals.).
 NH0221
 NH0221.The modeled gravity was interpolated from observed gravity values.
 NH0221
 NH0221;                    North         East    Units  Estimated Accuracy
 NH0221;SPC IL E     -   601,940.      282,530.      MT  (+/- 180 meters Scaled)
 NH0221
 NH0221                          SUPERSEDED SURVEY CONTROL
 NH0221
 NH0221  NGVD 29 (??/??/92)  268.175  (m)          879.84   (f) ADJ UNCH    1 1
 NH0221
 NH0221.Superseded values are not recommended for survey control.
 NH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0221.See file dsdata.txt to determine how the superseded data were derived.
 NH0221
 NH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM722607(NAD 83)
 NH0221_MARKER: DB = BENCH MARK DISK
 NH0221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0221_SP_SET: 30 1/2 FEET
 NH0221_STAMPING: M 267 1969
 NH0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0221
 NH0221  HISTORY     - Date     Condition        Report By
 NH0221  HISTORY     - 1969     MONUMENTED       CGS
 NH0221  HISTORY     - 1989     POOR             USPSQD
 NH0221  HISTORY     - 1990     POOR             USPSQD
 NH0221  HISTORY     - 19980511 POOR             USPSQD
 NH0221
 NH0221                          STATION DESCRIPTION
 NH0221
 NH0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NH0221'1 MI SW FROM HAMPSHIRE.
 NH0221'ABOUT 0.3 MILE SOUTH ALONG STATE STREET FROM THE HIGH SCHOOL AT
 NH0221'HAMPSHIRE, THENCE 0.75 MILE WEST ALONG STATE HIGHWAY 72, IN
 NH0221'SECTION 28, T 42 N, R 6 E, 39 FEET NORTH OF THE CENTER LINE OF
 NH0221'THE HIGHWAY, 70 FEET WEST OF THE PROJECTED CENTER LINE OF A
 NH0221'PAVED ROAD WHICH LEADS SOUTH, 54 FEET WEST OF A CORNER FENCE
 NH0221'POST, 1 FOOT SOUTH OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS
 NH0221'POST, ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 NH0221'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 30 1/2 FEET AND
 NH0221'IS ENCASED IN A 6-INCH TILE WHICH IS LEVEL WITH THE SURFACE OF
 NH0221'THE GROUND.
 NH0221
 NH0221                          STATION RECOVERY (1989)
 NH0221
 NH0221'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL)
 NH0221'MARK RECOVERED IN POOR CONDITION.
 NH0221
 NH0221                          STATION RECOVERY (1990)
 NH0221
 NH0221'RECOVERY NOTE BY US POWER SQUADRON 1990 (ERW)
 NH0221'MARK RECOVERED IN POOR CONDITION.
 NH0221
 NH0221                          STATION RECOVERY (1998)
 NH0221
 NH0221'RECOVERY NOTE BY US POWER SQUADRON 1998
 NH0221'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0691 ***********************************************************************
 NH0691  DESIGNATION -  M 268
 NH0691  PID         -  NH0691
 NH0691  STATE/COUNTY-  IL/CARROLL
 NH0691  USGS QUAD   -  MT CARROLL (1985)
 NH0691
 NH0691                         *CURRENT SURVEY CONTROL
 NH0691  ___________________________________________________________________
 NH0691* NAD 83(1986)-  42 04 47.     (N)    089 52 52.     (W)     SCALED    
 NH0691* NAVD 88     -       265.654  (meters)     871.57   (feet)  ADJUSTED  
 NH0691  ___________________________________________________________________
 NH0691  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NH0691  DYNAMIC HT  -         265.563 (meters)     871.27  (feet)  COMP
 NH0691  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 NH0691
 NH0691  VERT ORDER  -  FIRST     CLASS I
 NH0691
 NH0691.The horizontal coordinates were scaled from a topographic map and have
 NH0691.an estimated accuracy of +/- 6 seconds.
 NH0691
 NH0691.The orthometric height was determined by differential leveling
 NH0691.and adjusted by the National Geodetic Survey in June 1991..
 NH0691
 NH0691.The geoid height was determined by GEOID03.
 NH0691
 NH0691.The dynamic height is computed by dividing the NAVD 88
 NH0691.geopotential number by the normal gravity value computed on the
 NH0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0691.degrees latitude (g = 980.6199 gals.).
 NH0691
 NH0691.The modeled gravity was interpolated from observed gravity values.
 NH0691
 NH0691;                    North         East    Units  Estimated Accuracy
 NH0691;SPC IL W     -   600,980.      723,630.      MT  (+/- 180 meters Scaled)
 NH0691
 NH0691                          SUPERSEDED SURVEY CONTROL
 NH0691
 NH0691  NGVD 29 (??/??/92)  265.687  (m)          871.67   (f) ADJ UNCH    1 1
 NH0691
 NH0691.Superseded values are not recommended for survey control.
 NH0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0691.See file dsdata.txt to determine how the superseded data were derived.
 NH0691
 NH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM616626(NAD 83)
 NH0691_MARKER: DB = BENCH MARK DISK
 NH0691_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0691_SP_SET: 37 FEET
 NH0691_STAMPING: M 268 1970
 NH0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0691
 NH0691  HISTORY     - Date     Condition        Report By
 NH0691  HISTORY     - 1970     MONUMENTED       NGS
 NH0691  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 NH0691  HISTORY     - 20011203 POOR             NGS
 NH0691  HISTORY     - 20031002 POOR             USPSQD
 NH0691
 NH0691                          STATION DESCRIPTION
 NH0691
 NH0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0691'4 MI SW FROM LANARK.
 NH0691'ABOUT 0.45 MILE SOUTH ALONG STATE HIGHWAY 72 FROM THE POST
 NH0691'OFFICE AT LANARK, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 NH0691'THENCE 2.55 MILES WEST ALONG A GRAVELED ROAD, 36 FEET SOUTH OF
 NH0691'THE CENTER LINE OF THE ROAD, 102 FEET NORTHEAST OF THE NORTHEAST
 NH0691'CORNER OF MR. BENSON E. DAYBOLLS FARM HOUSE, 16 FEET EAST OF
 NH0691'THE CENTER LINE OF A PRIVATE DRIVEWAY, 5 1/2 FEET NORTHEAST OF
 NH0691'A 36-INCH ASH TREE, 0.5 FOOT NORTHWEST OF A FENCE, 0.5 FOOT
 NH0691'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 NH0691'ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT
 NH0691'A DEPTH OF 37 FEET AND IS ENCASED IN A 3 1/2-INCH IRON PIPE
 NH0691'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 14,
 NH0691'T24N, R5E.
 NH0691
 NH0691                          STATION RECOVERY (1995)
 NH0691
 NH0691'RECOVERY NOTE BY US POWER SQUADRON 1995
 NH0691'MARK NOT FOUND.
 NH0691
 NH0691                          STATION RECOVERY (2001)
 NH0691
 NH0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NH0691'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NH0691
 NH0691                          STATION RECOVERY (2003)
 NH0691
 NH0691'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NH0691'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0865 ***********************************************************************
 LC0865  DESIGNATION -  M 269
 LC0865  PID         -  LC0865
 LC0865  STATE/COUNTY-  IL/WOODFORD
 LC0865  USGS QUAD   -  BENSON (1995)
 LC0865
 LC0865                         *CURRENT SURVEY CONTROL
 LC0865  ___________________________________________________________________
 LC0865* NAD 83(1986)-  40 45 05.     (N)    089 01 02.     (W)     SCALED    
 LC0865* NAVD 88     -       221.340  (meters)     726.18   (feet)  ADJUSTED  
 LC0865  ___________________________________________________________________
 LC0865  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LC0865  DYNAMIC HT  -         221.241 (meters)     725.85  (feet)  COMP
 LC0865  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 LC0865
 LC0865  VERT ORDER  -  FIRST     CLASS I
 LC0865
 LC0865.The horizontal coordinates were scaled from a topographic map and have
 LC0865.an estimated accuracy of +/- 6 seconds.
 LC0865
 LC0865.The orthometric height was determined by differential leveling
 LC0865.and adjusted by the National Geodetic Survey in June 1991..
 LC0865
 LC0865.The geoid height was determined by GEOID03.
 LC0865
 LC0865.The dynamic height is computed by dividing the NAVD 88
 LC0865.geopotential number by the normal gravity value computed on the
 LC0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0865.degrees latitude (g = 980.6199 gals.).
 LC0865
 LC0865.The modeled gravity was interpolated from observed gravity values.
 LC0865
 LC0865;                    North         East    Units  Estimated Accuracy
 LC0865;SPC IL W     -   454,050.      797,070.      MT  (+/- 180 meters Scaled)
 LC0865
 LC0865                          SUPERSEDED SURVEY CONTROL
 LC0865
 LC0865  NGVD 29 (??/??/92)  221.377  (m)          726.30   (f) ADJ UNCH    1 1
 LC0865
 LC0865.Superseded values are not recommended for survey control.
 LC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0865.See file dsdata.txt to determine how the superseded data were derived.
 LC0865
 LC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL297131(NAD 83)
 LC0865_MARKER: DB = BENCH MARK DISK
 LC0865_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LC0865_SP_SET: 26 FEET
 LC0865_STAMPING: M 269 1969
 LC0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC0865
 LC0865  HISTORY     - Date     Condition        Report By
 LC0865  HISTORY     - 1969     MONUMENTED       CGS
 LC0865  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0865  HISTORY     - 19981122 MARK NOT FOUND   USPSQD
 LC0865
 LC0865                          STATION DESCRIPTION
 LC0865
 LC0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LC0865'1 MI N FROM EL PASO.
 LC0865'ABOUT 0.95 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 LC0865'THE STATION AT EL PASO, 127 FEET SOUTHWEST OF THE CENTER OF A
 LC0865'CROSSING OF THE RAILROAD AND A DIRT ROAD, 95 FEET WEST OF THE WEST
 LC0865'RAIL, 84 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 63 FEET
 LC0865'SOUTHWEST OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY WIRES,
 LC0865'1 1/2 FEET EAST OF A FENCE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS
 LC0865'POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH
 LC0865'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 26 FEET AND IS
 LC0865'ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 LC0865'OF THE GROUND.
 LC0865
 LC0865                          STATION RECOVERY (1998)
 LC0865
 LC0865'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0865'MARK NOT FOUND.
 LC0865
 LC0865                          STATION RECOVERY (1998)
 LC0865
 LC0865'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1493 ***********************************************************************
 ME1493  DESIGNATION -  M 27
 ME1493  PID         -  ME1493
 ME1493  STATE/COUNTY-  IL/KANKAKEE
 ME1493  USGS QUAD   -  ILLIANA HEIGHTS (1976)
 ME1493
 ME1493                         *CURRENT SURVEY CONTROL
 ME1493  ___________________________________________________________________
 ME1493* NAD 83(1986)-  41 11 20.     (N)    087 31 37.     (W)     SCALED    
 ME1493* NAVD 88     -       192.613  (meters)     631.93   (feet)  ADJUSTED  
 ME1493  ___________________________________________________________________
 ME1493  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME1493  DYNAMIC HT  -         192.533 (meters)     631.67  (feet)  COMP
 ME1493  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 ME1493
 ME1493  VERT ORDER  -  SECOND    CLASS 0
 ME1493
 ME1493.The horizontal coordinates were scaled from a topographic map and have
 ME1493.an estimated accuracy of +/- 6 seconds.
 ME1493
 ME1493.The orthometric height was determined by differential leveling
 ME1493.and adjusted by the National Geodetic Survey in June 1991..
 ME1493.WARNING-Repeat measurements at this control monument indicate possible
 ME1493.vertical movement.
 ME1493
 ME1493.The geoid height was determined by GEOID03.
 ME1493
 ME1493.The dynamic height is computed by dividing the NAVD 88
 ME1493.geopotential number by the normal gravity value computed on the
 ME1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1493.degrees latitude (g = 980.6199 gals.).
 ME1493
 ME1493.The modeled gravity was interpolated from observed gravity values.
 ME1493
 ME1493;                    North         East    Units  Estimated Accuracy
 ME1493;SPC IL E     -   502,330.      367,650.      MT  (+/- 180 meters Scaled)
 ME1493
 ME1493                          SUPERSEDED SURVEY CONTROL
 ME1493
 ME1493  NGVD 29 (??/??/92)  192.702  (m)          632.22   (f) ADJ UNCH    2 0
 ME1493
 ME1493.Superseded values are not recommended for survey control.
 ME1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1493.See file dsdata.txt to determine how the superseded data were derived.
 ME1493
 ME1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL558598(NAD 83)
 ME1493_MARKER: DB = BENCH MARK DISK
 ME1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME1493_STAMPING: M 27 1934
 ME1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME1493+STABILITY: SURFACE MOTION
 ME1493
 ME1493  HISTORY     - Date     Condition        Report By
 ME1493  HISTORY     - 1934     MONUMENTED       CGS
 ME1493  HISTORY     - 1954     POOR             NGS
 ME1493
 ME1493                          STATION DESCRIPTION
 ME1493
 ME1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 ME1493'7.4 MI E FROM MOMENCE.
 ME1493'ABOUT 7.45 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 ME1493'THE STATION AT MOMENCE, ABOUT 4.0 MILES WEST OF THE STATION AT
 ME1493'SCHNEIDER, LAKE COUNTY, INDIANA, AT CROSSING OF THE INDIANA-ILLINOIS
 ME1493'STATE LINE ROAD AT ILLINOI, 194 FEET WEST OF CENTER LINE OF STATE
 ME1493'LINE ROAD, 17 1/2 FEET NORTH OF NORTH RAIL, 42 FEET EAST OF
 ME1493'STATION STAKE NO. 4340, 92 FEET WEST-SOUTHWEST OF TELEPHONE POLE
 ME1493'NO. SL NYC WUT, 1/2 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 ME1493'1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 ME1493'FLUSH WITH GROUND.  NOTE-- THE MARK HAS BEEN RUN OVER BY HEAVY
 ME1493'MACHINERY.  THE POST LEANS SLIGHTLY TO THE NORTH AND A PORTION OF
 ME1493'DISK IS CUT OFF.  THE TOP PORTION OF CONCRETE POST IS ALSO PARTLY
 ME1493'BROKEN OFF.  THE MARK APPEARS SOLID AND MAY HOLD ITS PRESENT
 ME1493'ELEVATION, HOWEVER, MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0824 ***********************************************************************
 HB0824  DESIGNATION -  M 270
 HB0824  PID         -  HB0824
 HB0824  STATE/COUNTY-  IL/PULASKI
 HB0824  USGS QUAD   -  PULASKI (1967)
 HB0824
 HB0824                         *CURRENT SURVEY CONTROL
 HB0824  ___________________________________________________________________
 HB0824* NAD 83(1986)-  37 13 58.     (N)    089 11 58.     (W)     SCALED    
 HB0824* NAVD 88     -       102.705  (meters)     336.96   (feet)  ADJUSTED  
 HB0824  ___________________________________________________________________
 HB0824  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HB0824  DYNAMIC HT  -         102.631 (meters)     336.72  (feet)  COMP
 HB0824  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 HB0824
 HB0824  VERT ORDER  -  FIRST     CLASS I
 HB0824
 HB0824.The horizontal coordinates were scaled from a topographic map and have
 HB0824.an estimated accuracy of +/- 6 seconds.
 HB0824
 HB0824.The orthometric height was determined by differential leveling
 HB0824.and adjusted by the National Geodetic Survey in June 1991..
 HB0824
 HB0824.The geoid height was determined by GEOID03.
 HB0824
 HB0824.The dynamic height is computed by dividing the NAVD 88
 HB0824.geopotential number by the normal gravity value computed on the
 HB0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0824.degrees latitude (g = 980.6199 gals.).
 HB0824
 HB0824.The modeled gravity was interpolated from observed gravity values.
 HB0824
 HB0824;                    North         East    Units  Estimated Accuracy
 HB0824;SPC IL W     -    63,260.      785,830.      MT  (+/- 180 meters Scaled)
 HB0824
 HB0824                          SUPERSEDED SURVEY CONTROL
 HB0824
 HB0824  NGVD 29 (??/??/??)  102.646  (m)          336.76   (f) ADJUSTED    1 1
 HB0824
 HB0824.Superseded values are not recommended for survey control.
 HB0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0824.See file dsdata.txt to determine how the superseded data were derived.
 HB0824
 HB0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG048229(NAD 83)
 HB0824_MARKER: DB = BENCH MARK DISK
 HB0824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HB0824_SP_SET: 73 FEET
 HB0824_STAMPING: M 270 1969
 HB0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HB0824+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 HB0824
 HB0824  HISTORY     - Date     Condition        Report By
 HB0824  HISTORY     - 1969     MONUMENTED       CGS
 HB0824  HISTORY     - 20020829 GOOD             USACE
 HB0824
 HB0824                          STATION DESCRIPTION
 HB0824
 HB0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 HB0824'1.4 MI N FROM PULASKI.
 HB0824'ABOUT 1.45 MILES NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM
 HB0824'THE POST OFFICE AT PULASKI, OR ABOUT 3.15 MILES SOUTH ALONG
 HB0824'THE ILLINOIS CENTRAL RAILROAD FROM THE POST OFFICE AT ULLIN,
 HB0824'IN SECTION 3, T 15 S, R 1 W, 0.25 MILE NORTH OF MILEPOST 348,
 HB0824'8 1/2 RAILS SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD
 HB0824'AND A PRIVATE ROAD, 90 1/2 FEET EAST OF THE EAST RAIL OF THE EAST
 HB0824'TRACK, 36 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 51, 64 1/2
 HB0824'FEET WEST AND ACROSS THE HIGHWAY FROM A POWER POLE, 40 FEET
 HB0824'SOUTH OF A 36-INCH OAK TREE, 5 1/2 FEET NORTHWEST OF A 30-INCH
 HB0824'FORKED OAK TREE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 HB0824'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, ABOUT 6 FEET
 HB0824'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 HB0824'COATED ROD THAT IS DRIVEN TO A DEPTH OF 73 FEET AND IS ENCASED
 HB0824'IN A 5-INCH IRON PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 HB0824'OF THE GROUND.
 HB0824
 HB0824                          STATION RECOVERY (2002)
 HB0824
 HB0824'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (JMH)
 HB0824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NH0515 ***********************************************************************
 NH0515  DESIGNATION -  M 271
 NH0515  PID         -  NH0515
 NH0515  STATE/COUNTY-  IL/OGLE
 NH0515  USGS QUAD   -  GERMAN VALLEY (1983)
 NH0515
 NH0515                         *CURRENT SURVEY CONTROL
 NH0515  ___________________________________________________________________
 NH0515* NAD 83(1986)-  42 07 45.     (N)    089 29 27.     (W)     SCALED    
 NH0515* NAVD 88     -       241.647  (meters)     792.80   (feet)  ADJUSTED  
 NH0515  ___________________________________________________________________
 NH0515  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NH0515  DYNAMIC HT  -         241.568 (meters)     792.54  (feet)  COMP
 NH0515  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 NH0515
 NH0515  VERT ORDER  -  FIRST     CLASS I
 NH0515
 NH0515.The horizontal coordinates were scaled from a topographic map and have
 NH0515.an estimated accuracy of +/- 6 seconds.
 NH0515
 NH0515.The orthometric height was determined by differential leveling
 NH0515.and adjusted by the National Geodetic Survey in June 1991..
 NH0515
 NH0515.The geoid height was determined by GEOID03.
 NH0515
 NH0515.The dynamic height is computed by dividing the NAVD 88
 NH0515.geopotential number by the normal gravity value computed on the
 NH0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NH0515.degrees latitude (g = 980.6199 gals.).
 NH0515
 NH0515.The modeled gravity was interpolated from observed gravity values.
 NH0515
 NH0515;                    North         East    Units  Estimated Accuracy
 NH0515;SPC IL W     -   606,650.      755,880.      MT  (+/- 180 meters Scaled)
 NH0515
 NH0515                          SUPERSEDED SURVEY CONTROL
 NH0515
 NH0515  NGVD 29 (??/??/92)  241.683  (m)          792.92   (f) ADJ UNCH    1 1
 NH0515
 NH0515.Superseded values are not recommended for survey control.
 NH0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NH0515.See file dsdata.txt to determine how the superseded data were derived.
 NH0515
 NH0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM941671(NAD 83)
 NH0515_MARKER: DB = BENCH MARK DISK
 NH0515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NH0515_SP_SET: 14 FEET
 NH0515_STAMPING: M 271 1970
 NH0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NH0515
 NH0515  HISTORY     - Date     Condition        Report By
 NH0515  HISTORY     - 1970     MONUMENTED       NGS
 NH0515  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NH0515  HISTORY     - 19960504 MARK NOT FOUND   USPSQD
 NH0515  HISTORY     - 20010806 MARK NOT FOUND   USPSQD
 NH0515  HISTORY     - 20041117 MARK NOT FOUND   USPSQD
 NH0515
 NH0515                          STATION DESCRIPTION
 NH0515
 NH0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NH0515'4.5 MI E FROM FORRESTON.
 NH0515'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 NH0515'AT FORRESTON, OR ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 72
 NH0515'FROM THE METHODIST CHURCH AT LEAF RIVER, 163 FEET NORTH OF THE
 NH0515'CENTER LINE OF THE HIGHWAY, 31 FEET WEST OF THE CENTER LINE OF
 NH0515'ADELINE ROAD WHICH LEADS NORTH, 42 FEET SOUTH OF A TELEPHONE
 NH0515'POLE, 1.1 FEET EAST OF A FENCE, 2.2 FEET NORTH OF A METAL WITNESS
 NH0515'POST, ABOUT LEVEL WITH ADELINE ROAD, AND ON THE TOP OF A COPPER
 NH0515'COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 14 FEET AND
 NH0515'IS ENCASED IN A 3 1/2-INCH IRON PIPE PROJECTING 2 INCHES.
 NH0515'SECTION 30, T 25 N, R 9 E.
 NH0515
 NH0515                          STATION RECOVERY (1987)
 NH0515
 NH0515'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 NH0515'MARK NOT FOUND.
 NH0515
 NH0515                          STATION RECOVERY (1996)
 NH0515
 NH0515'RECOVERY NOTE BY US POWER SQUADRON 1996
 NH0515'MARK NOT FOUND.
 NH0515
 NH0515                          STATION RECOVERY (2001)
 NH0515
 NH0515'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 NH0515'MARK NOT FOUND.
 NH0515
 NH0515                          STATION RECOVERY (2004)
 NH0515
 NH0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 NH0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NJ0175 ***********************************************************************
 NJ0175  DESIGNATION -  M 272
 NJ0175  PID         -  NJ0175
 NJ0175  STATE/COUNTY-  IL/CARROLL
 NJ0175  USGS QUAD   -  SAVANNA (1990)
 NJ0175
 NJ0175                         *CURRENT SURVEY CONTROL
 NJ0175  ___________________________________________________________________
 NJ0175* NAD 83(1986)-  42 05 23.     (N)    090 08 32.     (W)     SCALED    
 NJ0175* NAVD 88     -       192.794  (meters)     632.52   (feet)  ADJUSTED  
 NJ0175  ___________________________________________________________________
 NJ0175  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 NJ0175  DYNAMIC HT  -         192.728 (meters)     632.31  (feet)  COMP
 NJ0175  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 NJ0175
 NJ0175  VERT ORDER  -  FIRST     CLASS I
 NJ0175
 NJ0175.The horizontal coordinates were scaled from a topographic map and have
 NJ0175.an estimated accuracy of +/- 6 seconds.
 NJ0175
 NJ0175.The orthometric height was determined by differential leveling
 NJ0175.and adjusted by the National Geodetic Survey in June 1991..
 NJ0175
 NJ0175.The geoid height was determined by GEOID03.
 NJ0175
 NJ0175.The dynamic height is computed by dividing the NAVD 88
 NJ0175.geopotential number by the normal gravity value computed on the
 NJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NJ0175.degrees latitude (g = 980.6199 gals.).
 NJ0175
 NJ0175.The modeled gravity was interpolated from observed gravity values.
 NJ0175
 NJ0175;                    North         East    Units  Estimated Accuracy
 NJ0175;SPC IL W     -   602,050.      702,020.      MT  (+/- 180 meters Scaled)
 NJ0175
 NJ0175                          SUPERSEDED SURVEY CONTROL
 NJ0175
 NJ0175  NGVD 29 (??/??/92)  192.825  (m)          632.63   (f) ADJ UNCH    1 1
 NJ0175
 NJ0175.Superseded values are not recommended for survey control.
 NJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NJ0175.See file dsdata.txt to determine how the superseded data were derived.
 NJ0175
 NJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYG363636(NAD 83)
 NJ0175_MARKER: DB = BENCH MARK DISK
 NJ0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NJ0175_SP_SET: BUILDING
 NJ0175_STAMPING: M 272 1970
 NJ0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NJ0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NJ0175+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 NJ0175
 NJ0175  HISTORY     - Date     Condition        Report By
 NJ0175  HISTORY     - 1970     MONUMENTED       NGS
 NJ0175  HISTORY     - 1977     GOOD             LOCSUR
 NJ0175  HISTORY     - 19950524 GOOD             USPSQD
 NJ0175  HISTORY     - 20011203 GOOD             NGS
 NJ0175  HISTORY     - 20030923 GOOD             USPSQD
 NJ0175
 NJ0175                          STATION DESCRIPTION
 NJ0175
 NJ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NJ0175'0.8 MI E FROM SAVANNA.
 NJ0175'ABOUT 0.25 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT
 NJ0175'SAVANNA, THENCE 0.55 MILE EAST ALONG U.S. HIGHWAY 52, AT THE
 NJ0175'CHICAGO AVENUE ELEMENTERY SCHOOL, 52 FEET NORTH OF THE CENTER
 NJ0175'LINE OF THE HIGHWAY, SET VERTICALLY 1.3 FEET EAST OF THE SOUTHWEST
 NJ0175'CORNER AND IN THE SOUTH FACE OF THE SOUTHWEST CORNER STONE FOR THE
 NJ0175'BUILDING, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND 1.3
 NJ0175'FEET ABOVE THE LEVEL OF THE SIDEWALK.  SECTION 10, T24N, R3E
 NJ0175
 NJ0175                          STATION RECOVERY (1977)
 NJ0175
 NJ0175'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 NJ0175'RECOVERED IN GOOD CONDITION.
 NJ0175
 NJ0175                          STATION RECOVERY (1995)
 NJ0175
 NJ0175'RECOVERY NOTE BY US POWER SQUADRON 1995
 NJ0175'RECOVERED IN GOOD CONDITION.
 NJ0175
 NJ0175                          STATION RECOVERY (2001)
 NJ0175
 NJ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NJ0175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NJ0175
 NJ0175                          STATION RECOVERY (2003)
 NJ0175
 NJ0175'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 NJ0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0221 ***********************************************************************
 NG0221  DESIGNATION -  M 273
 NG0221  PID         -  NG0221
 NG0221  STATE/COUNTY-  IL/LAKE
 NG0221  USGS QUAD   -  ZION (1993)
 NG0221
 NG0221                         *CURRENT SURVEY CONTROL
 NG0221  ___________________________________________________________________
 NG0221* NAD 83(1997)-  42 25 46.87343(N)    087 49 09.99494(W)     ADJUSTED  
 NG0221* NAVD 88     -       180.893  (meters)     593.48   (feet)  ADJUSTED  
 NG0221  ___________________________________________________________________
 NG0221  X           -     179,401.112 (meters)                     COMP
 NG0221  Y           -  -4,711,623.489 (meters)                     COMP
 NG0221  Z           -   4,281,051.766 (meters)                     COMP
 NG0221  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 NG0221  ELLIP HEIGHT-         146.43  (meters)          (10/15/04) GPS OBS
 NG0221  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 NG0221  DYNAMIC HT  -         180.836 (meters)     593.29  (feet)  COMP
 NG0221  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 NG0221
 NG0221  HORZ ORDER  -  B
 NG0221  VERT ORDER  -  FIRST     CLASS 0
 NG0221  ELLP ORDER  -  FOURTH    CLASS II
 NG0221
 NG0221.The horizontal coordinates were established by GPS observations
 NG0221.and adjusted by the National Geodetic Survey in July 1998..
 NG0221
 NG0221.The orthometric height was determined by differential leveling
 NG0221.and adjusted by the National Geodetic Survey in June 1991..
 NG0221
 NG0221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0221
 NG0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0221
 NG0221.The ellipsoidal height was determined by GPS observations
 NG0221.and is referenced to NAD 83.
 NG0221
 NG0221.The geoid height was determined by GEOID03.
 NG0221
 NG0221.The dynamic height is computed by dividing the NAVD 88
 NG0221.geopotential number by the normal gravity value computed on the
 NG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0221.degrees latitude (g = 980.6199 gals.).
 NG0221
 NG0221.The modeled gravity was interpolated from observed gravity values.
 NG0221
 NG0221;                    North         East     Units Scale Factor Converg.
 NG0221;SPC IL E     -   639,957.912   342,287.565   MT  0.99999699   +0 20 48.2
 NG0221;SPC IL E     - 2,099,595.25  1,122,988.45   sFT  0.99999699   +0 20 48.2
 NG0221;UTM  16      - 4,697,810.903   432,593.938   MT  0.99965590   -0 33 10.4
 NG0221
 NG0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0221!SPC IL E     -   0.99997704  x   0.99999699  =   0.99997403
 NG0221!UTM  16      -   0.99997704  x   0.99965590  =   0.99963294
 NG0221
 NG0221                          SUPERSEDED SURVEY CONTROL
 NG0221
 NG0221  ELLIP H (07/17/98)  146.45   (m)                       GP(       ) 4 1
 NG0221  NAVD 88 (07/17/98)  180.89   (m)          593.5    (f) LEVELING    3  
 NG0221  NGVD 29 (??/??/92)  180.99   (m)          593.8    (f) COMPUTED    1 0
 NG0221
 NG0221.Superseded values are not recommended for survey control.
 NG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0221.See file dsdata.txt to determine how the superseded data were derived.
 NG0221
 NG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM3259497811(NAD 83)
 NG0221_MARKER: DB = BENCH MARK DISK
 NG0221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0221_SP_SET: 15 FT
 NG0221_STAMPING: M 273 1973
 NG0221_MARK LOGO: NONE  
 NG0221_PROJECTION: FLUSH
 NG0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0221+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2001
 NG0221_ROD/PIPE-DEPTH: 4.60 meters
 NG0221
 NG0221  HISTORY     - Date     Condition        Report By
 NG0221  HISTORY     - 1973     MONUMENTED       NGS
 NG0221  HISTORY     - 19970502 GOOD             USPSQD
 NG0221  HISTORY     - 19970522 GOOD             NGS
 NG0221  HISTORY     - 20000315 GOOD             SECI
 NG0221  HISTORY     - 20000808 GOOD             SECI
 NG0221  HISTORY     - 20000929 GOOD             PATRIC
 NG0221  HISTORY     - 20010430 GOOD             MCCLUR
 NG0221
 NG0221                          STATION DESCRIPTION
 NG0221
 NG0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NG0221'1.2 MI S FROM ZION.
 NG0221'ABOUT 0.90 MILES SOUTH ALONG SHERIDAN ROAD FROM THE MUNICIPAL
 NG0221'BUILDING THENCE 0.30 MILES EAST ALONG WADSWORTH ROAD AT THE
 NG0221'CROSSING OF WADSWORTH ROAD, 78 FEET SOUTHEAST OF THE CENTER LINE
 NG0221'OF THE CROSSING, 64 FEET SOUTH OF THE CENTER LINE OF WADSWORTH
 NG0221'ROAD, 38 FEET EAST OF THE EAST RAIL OF THE EAST MAIN TRACK,
 NG0221'2.6 FEET SOUTHWEST OF THE NORTHWEST CORNER POST OF A CHAIN LINK
 NG0221'FENCE.  A NGS DISK ON TOP OF A COPPER COATED STEEL ROD DRIVEN TO
 NG0221'A DEPTH OF 15 FEET AND ENCASED IN A 6 INCH METAL PIPE PROJECTING
 NG0221'1/10 FOOT AND LOCATED 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 NG0221'9 FEET BELOW THE LEVEL OF THE RAILROAD.  SECTION 27, T46N, R12E.
 NG0221
 NG0221                          STATION RECOVERY (1997)
 NG0221
 NG0221'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0221'RECOVERED IN GOOD CONDITION.
 NG0221
 NG0221                          STATION RECOVERY (1997)
 NG0221
 NG0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 NG0221'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) SOUTH OF ZION.  TO REACH
 NG0221'FROM THE ZION MUNICIPAL BUILDING/CITY HALL ON SHERIDAN ROAD (STATE
 NG0221'ROUTE 137) IN ZION, GO SOUTH ON SHERIDAN ROAD FOR 0.9 MI (1.4 KM) TO
 NG0221'WADSWORTH ROAD, TURN LEFT, EAST, FOR 0.3 MI (0.5 KM) TO A RAILROAD
 NG0221'CROSSING AND THE STATION IN THE SOUTHEAST QUADRANT, 23.8 M (78.1 FT)
 NG0221'SOUTHEAST OF THE CENTER OF THE CROSSING, 19.5 M (64.0 FT) SOUTH OF THE
 NG0221'CENTER OF THE ROAD, 11.6 M (38.1 FT) EAST OF THE EAST RAIL OF THE EAST
 NG0221'TRACK, 0.8 M (2.6 FT) SOUTHWEST OF THE NORTHWEST CORNER POST OF A
 NG0221'CHAIN LINK FENCE, 0.3 M (1.0 FT) SOUTH OF A METAL WITNESS POST, AND
 NG0221'ABOUT 3 M (9.8 FT) BELOW THE LEVEL OF THE TRACK.  NOTE--THE STATION
 NG0221'DISK IS ON TOP OF A COPPER-COATED STEEL ROD ENCASED IN A 6-INCH IRON
 NG0221'PIPE.  FOR GPS OBSERVATIONS, A TALL SETUP SHOULD BE USED TO CLEAR THE
 NG0221'6-FOOT FENCE.
 NG0221
 NG0221                          STATION RECOVERY (2000)
 NG0221
 NG0221'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RW)
 NG0221'RECOVERED IN GOOD CONDITION.
 NG0221
 NG0221                          STATION RECOVERY (2000)
 NG0221
 NG0221'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (RJW)
 NG0221'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION
 NG0221'
 NG0221
 NG0221                          STATION RECOVERY (2000)
 NG0221
 NG0221'RECOVERY NOTE BY PATRICK ENGINEERING INCORPORATED 2000
 NG0221'RECOVERED IN GOOD CONDITION.
 NG0221
 NG0221                          STATION RECOVERY (2001)
 NG0221
 NG0221'RECOVERY NOTE BY MCCLURE ENGINEERING 2001 (MN)
 NG0221'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME1966 ***********************************************************************
 ME1966  TIDAL BM    -  This is a Tidal Bench Mark.
 ME1966  DESIGNATION -  M 274
 ME1966  PID         -  ME1966
 ME1966  STATE/COUNTY-  IL/COOK
 ME1966  USGS QUAD   -  LAKE CALUMET (1997)
 ME1966
 ME1966                         *CURRENT SURVEY CONTROL
 ME1966  ___________________________________________________________________
 ME1966* NAD 83(1986)-  41 43 48.     (N)    087 32 17.     (W)     SCALED    
 ME1966* NAVD 88     -       179.055  (meters)     587.45   (feet)  ADJUSTED  
 ME1966  ___________________________________________________________________
 ME1966  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 ME1966  DYNAMIC HT  -         178.991 (meters)     587.24  (feet)  COMP
 ME1966  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 ME1966
 ME1966  VERT ORDER  -  FIRST     CLASS II
 ME1966
 ME1966.The horizontal coordinates were scaled from a topographic map and have
 ME1966.an estimated accuracy of +/- 6 seconds.
 ME1966
 ME1966.The orthometric height was determined by differential leveling
 ME1966.and adjusted by the National Geodetic Survey in April 1995..
 ME1966
 ME1966.This Tidal Bench Mark is designated as VM 13201
 ME1966.by the Center for Operational Oceanographic Products and Services.
 ME1966
 ME1966.The geoid height was determined by GEOID03.
 ME1966
 ME1966.The dynamic height is computed by dividing the NAVD 88
 ME1966.geopotential number by the normal gravity value computed on the
 ME1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME1966.degrees latitude (g = 980.6199 gals.).
 ME1966
 ME1966.The modeled gravity was interpolated from observed gravity values.
 ME1966
 ME1966;                    North         East    Units  Estimated Accuracy
 ME1966;SPC IL E     -   562,420.      366,170.      MT  (+/- 180 meters Scaled)
 ME1966
 ME1966                          SUPERSEDED SURVEY CONTROL
 ME1966
 ME1966  NAVD 88 (06/15/91)  179.067  (m)          587.49   (f) UNKNOWN     1 2
 ME1966  NGVD 29 (01/19/93)  179.168  (m)          587.82   (f) ADJUSTED    1 2
 ME1966
 ME1966.Superseded values are not recommended for survey control.
 ME1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME1966.See file dsdata.txt to determine how the superseded data were derived.
 ME1966
 ME1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDM552199(NAD 83)
 ME1966_MARKER: DV = VERTICAL CONTROL DISK
 ME1966_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 ME1966_SP_SET: RETAINING WALL
 ME1966_STAMPING: M 274 1973
 ME1966_MARK LOGO: NGS   
 ME1966_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME1966+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 ME1966
 ME1966  HISTORY     - Date     Condition        Report By
 ME1966  HISTORY     - 1973     MONUMENTED       NGS
 ME1966  HISTORY     - 19920806 GOOD             NGS
 ME1966  HISTORY     - 19940819 GOOD             NOS
 ME1966  HISTORY     - 19950808 GOOD             NOS
 ME1966
 ME1966                          STATION DESCRIPTION
 ME1966
 ME1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 ME1966'IN CHICAGO.
 ME1966'AT THE SOUTH SLIP OF CALUMET HARBOR, SET IN THE TOP OF THE SOUTH END
 ME1966'THE SOUTHWEST CONCRETE PILING ON SOUTHWEST SIDE OF SLIP, ABOUT 46
 ME1966'YARDS SOUTHEAST OF THE TIDE STAFF AND GUAGE HOUSE, 4.7 FEET SOUTHWEST
 ME1966'OF THE MOST SOUTHERLY MOORING POST ON SOUTHWEST SIDE OF THE SLIP, 3.8
 ME1966'FEET NORTHWEST OF THE NORTHWEST EDGE OF THE STEEL CAP AROUND THE
 ME1966'SOUTHWEST CONCRETE PILING, AND ABOUT LEVEL WITH THE GROUND.  NOTE--
 ME1966'THIS IS THE FORMER SIGHT OF THE CORP OF ENGINEERS FIELD OFFICE AT
 ME1966'CALUMET CITY A SUBURB OF CHICAGO.  MARK IS ON THE PROPERTY OF THE
 ME1966'UNITED STATES STEEL CORPORATION.
 ME1966
 ME1966                          STATION RECOVERY (1992)
 ME1966
 ME1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 ME1966'IN CHICAGO, AT THE INTERSECTION OF SOUTH O AVENUE AND EAST 91ST
 ME1966'STREET, IN TOP OF AND 1.9 M (6.2 FT) SOUTHWEST OF THE SOUTHWEST END
 ME1966'OF A CONCRETE RETAINING WALL ALONG A U.S. STEEL CORPORATION SLIP,
 ME1966'172.0 M (564.3 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE, 67.9 M
 ME1966'(222.8 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET, 9.9 M
 ME1966'(32.5 FT) NORTHEAST OF THE NORTHEAST SIDE OF A CORP OF ENGINEERS BOAT
 ME1966'RAMP, 1.9 M (6.2 FT) NORTHWEST OF THE SOUTHEAST SIDE OF THE SLIP, AND
 ME1966'1.6 M (5.2 FT) SOUTH OF THE MOST SOUTHERLY MOORING POST.  NOTE--THE
 ME1966'MARK IS ON PROPERTY OWNED BY U.S. STEEL CORPORATION, 3426 EAST 89TH
 ME1966'STREET, CHICAGO IL, 60617, TELEPHONE NUMBER (312) 933-2339.
 ME1966
 ME1966                          STATION RECOVERY (1994)
 ME1966
 ME1966'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 ME1966'IN CHICAGO, AT THE INTERSECTION OF SOUTH O AVENUE AND EAST 91ST
 ME1966'STREET, IN TOP OF AND 1.9 M (6.2 FT) SOUTHWEST OF THE SOUTHWEST END OF
 ME1966'A CONCRETE RETAINING WALL BULKHEAD ALONG A U.S.  STEEL CORPORATION
 ME1966'SLIP, 172.0 M (564.3 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE,
 ME1966'67.9 M (222.8 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET, 9.9 M
 ME1966'(32.5 FT) NORTHEAST OF THE NORTHEAST SIDE OF A CORP OF ENGINEERS BOAT
 ME1966'RAMP, 1.9 M (6.2 FT) NORTHWEST OF THE SOUTHEAST SIDE OF THE SLIP, AND
 ME1966'1.6 M (5.2 FT) SOUTH OF THE MOST SOUTHERLY MOORING POST.  NOTE--THE
 ME1966'MARK IS ON PROPERTY OWNED BY U.S.  STEEL CORPORATION, 3426 EAST 89TH
 ME1966'STREET, CHICAGO IL, 60617, TELEPHONE NUMBER (312) 933-2339.
 ME1966
 ME1966                          STATION RECOVERY (1995)
 ME1966
 ME1966'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 ME1966'IN CHICAGO, AT THE INTERSECTION OF SOUTH O AVENUE AND EAST 91ST
 ME1966'STREET, IN TOP OF AND 1.9 M (6.2 FT) SOUTHWEST OF THE SOUTHWEST END OF
 ME1966'A CONCRETE RETAINING WALL BULKHEAD ALONG A U.S.  STEEL CORPORATION
 ME1966'SLIP, 172.0 M (564.3 FT) EAST OF THE EXTENDED CENTER OF THE AVENUE,
 ME1966'67.9 M (222.8 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET, 9.9 M
 ME1966'(32.5 FT) NORTHEAST OF THE NORTHEAST SIDE OF A CORP OF ENGINEERS BOAT
 ME1966'RAMP, 1.9 M (6.2 FT) NORTHWEST OF THE SOUTHEAST SIDE OF THE SLIP, AND
 ME1966'1.6 M (5.2 FT) SOUTH OF THE MOST SOUTHERLY MOORING POST.  NOTE--THE
 ME1966'MARK IS ON PROPERTY OWNED BY U.S.  STEEL CORPORATION, 3426 EAST 89TH
 ME1966'STREET, CHICAGO IL, 60617, TELEPHONE NUMBER (312) 933-2339.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0254 ***********************************************************************
 MF0254  DESIGNATION -  M 28
 MF0254  PID         -  MF0254
 MF0254  STATE/COUNTY-  IL/LIVINGSTON
 MF0254  USGS QUAD   -  CAMPUS (1983)
 MF0254
 MF0254                         *CURRENT SURVEY CONTROL
 MF0254  ___________________________________________________________________
 MF0254* NAD 83(1997)-  41 06 09.75949(N)    088 19 42.49335(W)     ADJUSTED  
 MF0254* NAVD 88     -       187.246  (meters)     614.32   (feet)  ADJUSTED  
 MF0254  ___________________________________________________________________
 MF0254  X           -     140,399.397 (meters)                     COMP
 MF0254  Y           -  -4,811,168.438 (meters)                     COMP
 MF0254  Z           -   4,171,126.887 (meters)                     COMP
 MF0254  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 MF0254  ELLIP HEIGHT-         154.79  (meters)          (02/03/05) GPS OBS
 MF0254  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MF0254  DYNAMIC HT  -         187.169 (meters)     614.07  (feet)  COMP
 MF0254  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 MF0254
 MF0254  HORZ ORDER  -  FIRST
 MF0254  VERT ORDER  -  SECOND    CLASS 0
 MF0254  ELLP ORDER  -  FOURTH    CLASS II
 MF0254
 MF0254.The horizontal coordinates were established by GPS observations
 MF0254.and adjusted by the AMERICAN SURVEYING in March 2003..
 MF0254
 MF0254.The orthometric height was determined by differential leveling
 MF0254.and adjusted by the National Geodetic Survey in June 1991..
 MF0254
 MF0254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0254
 MF0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0254
 MF0254.The ellipsoidal height was determined by GPS observations
 MF0254.and is referenced to NAD 83.
 MF0254
 MF0254.The geoid height was determined by GEOID03.
 MF0254
 MF0254.The dynamic height is computed by dividing the NAVD 88
 MF0254.geopotential number by the normal gravity value computed on the
 MF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0254.degrees latitude (g = 980.6199 gals.).
 MF0254
 MF0254.The modeled gravity was interpolated from observed gravity values.
 MF0254
 MF0254;                    North         East     Units Scale Factor Converg.
 MF0254;SPC IL E     -   492,448.080   300,408.500   MT  0.99997500   +0 00 11.5
 MF0254;SPC IL E     - 1,615,640.08    985,590.22   sFT  0.99997500   +0 00 11.5
 MF0254;UTM  16      - 4,551,009.339   388,445.851   MT  0.99975316   -0 52 24.4
 MF0254
 MF0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0254!SPC IL E     -   0.99997572  x   0.99997500  =   0.99995072
 MF0254!UTM  16      -   0.99997572  x   0.99975316  =   0.99972889
 MF0254
 MF0254                          SUPERSEDED SURVEY CONTROL
 MF0254
 MF0254  ELLIP H (03/04/03)  154.80   (m)                       GP(       ) 4 2
 MF0254  NAVD 88 (03/04/03)  187.25   (m)          614.3    (f) LEVELING    3  
 MF0254  NGVD 29 (??/??/92)  187.321  (m)          614.57   (f) ADJ UNCH    2 0
 MF0254
 MF0254.Superseded values are not recommended for survey control.
 MF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0254.See file dsdata.txt to determine how the superseded data were derived.
 MF0254
 MF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8844651009(NAD 83)
 MF0254_MARKER: DB = BENCH MARK DISK
 MF0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0254_STAMPING: M 28 1935
 MF0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0254+STABILITY: SURFACE MOTION
 MF0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0254+SATELLITE: SATELLITE OBSERVATIONS - May , 2002
 MF0254
 MF0254  HISTORY     - Date     Condition        Report By
 MF0254  HISTORY     - 1935     MONUMENTED       CGS
 MF0254  HISTORY     - 1954     GOOD             NGS
 MF0254  HISTORY     - 200205   GOOD             ASCPC
 MF0254
 MF0254                          STATION DESCRIPTION
 MF0254
 MF0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MF0254'4 MI W FROM REDDICK.
 MF0254'ABOUT 4.0 MILES WEST ALNG THE NEW YORK CENTRAL RAILROAD FROM
 MF0254'THE CROSSING OF STATE HIGHWAY 17 AT REDDICK, 66 FEET SOUTHWEST
 MF0254'OF THE CENTER OF THE CROSSING OF THE TRACK AND A ROAD, 42 FEET
 MF0254'SOUTH OF THE SOUTH RAIL, 48 FEET WEST OF THE CENTER LINE OF THE
 MF0254'ROAD, 15 FEET WEST OF A 30-INCH MAPLE TREE, 5 FEET NORTH OF
 MF0254'FENCE LINE, 37 FEET SOUTHWEST OF THE WEST END OF A 30-INCH PIPE
 MF0254'CULVERT UNDER THE ROAD, 5 FEET BELOW THE TOP OF THE RAIL AND
 MF0254'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MF0254
 MF0254                          STATION RECOVERY (2002)
 MF0254
 MF0254'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0254'RECOVERED AS DESCRIBED
 MF0254' 
 MF0254'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1211 ***********************************************************************
 JC1211  DESIGNATION -  M 282
 JC1211  PID         -  JC1211
 JC1211  STATE/COUNTY-  IL/MADISON
 JC1211  USGS QUAD   -  BETHALTO (1993)
 JC1211
 JC1211                         *CURRENT SURVEY CONTROL
 JC1211  ___________________________________________________________________
 JC1211* NAD 83(1986)-  38 53 42.     (N)    090 05 24.     (W)     SCALED    
 JC1211* NAVD 88     -       137.802  (meters)     452.11   (feet)  ADJUSTED  
 JC1211  ___________________________________________________________________
 JC1211  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JC1211  DYNAMIC HT  -         137.717 (meters)     451.83  (feet)  COMP
 JC1211  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 JC1211
 JC1211  VERT ORDER  -  FIRST     CLASS II
 JC1211
 JC1211.The horizontal coordinates were scaled from a topographic map and have
 JC1211.an estimated accuracy of +/- 6 seconds.
 JC1211
 JC1211.The orthometric height was determined by differential leveling
 JC1211.and adjusted by the National Geodetic Survey in June 1991..
 JC1211
 JC1211.The geoid height was determined by GEOID03.
 JC1211
 JC1211.The dynamic height is computed by dividing the NAVD 88
 JC1211.geopotential number by the normal gravity value computed on the
 JC1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1211.degrees latitude (g = 980.6199 gals.).
 JC1211
 JC1211.The modeled gravity was interpolated from observed gravity values.
 JC1211
 JC1211;                    North         East    Units  Estimated Accuracy
 JC1211;SPC IL W     -   247,320.      706,650.      MT  (+/- 180 meters Scaled)
 JC1211
 JC1211                          SUPERSEDED SURVEY CONTROL
 JC1211
 JC1211  NGVD 29 (??/??/??)  137.768  (m)          451.99   (f) ADJUSTED    1 2
 JC1211
 JC1211.Superseded values are not recommended for survey control.
 JC1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1211.See file dsdata.txt to determine how the superseded data were derived.
 JC1211
 JC1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD523091(NAD 83)
 JC1211_MARKER: I = METAL ROD
 JC1211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1211_SP_SET: STAINLESS STEEL ROD
 JC1211_STAMPING: M 282 1981
 JC1211_MARK LOGO: NGS   
 JC1211_PROJECTION: FLUSH
 JC1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1211_ROD/PIPE-DEPTH: 9.75 meters
 JC1211
 JC1211  HISTORY     - Date     Condition        Report By
 JC1211  HISTORY     - 1981     MONUMENTED       NGS
 JC1211
 JC1211                          STATION DESCRIPTION
 JC1211
 JC1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1211'1.6 KM (1.0 MI) ENE FROM EAST ALTON.
 JC1211'1.6 KILOMETERS (1.0 MILE) EASTNORTHEAST ALONG A SPUR LEVEE ROAD ON THE
 JC1211'NORTHWEST SIDE OF THE WOOD RIVER FROM THE JUNCTION OF POWDER MILL ROAD
 JC1211'IN EAST ALTON, TO A LOCKED CHAIN LINK FENCE GATE AT A ROAD CROSSING
 JC1211'THE LEVEE, THE MARK IS AT THE SOUTHWEST GATE POST OF THE GATE,
 JC1211'2.74 METERS (9.0 FEET) SOUTHWEST OF THE CENTER OF THE LEVEE ROAD AND
 JC1211'GATE, 0.91 METER (3.0 FEET) SOUTHEAST OF THE CHAIN LINK FENCE, AND
 JC1211'0.97 METER (3.2 FEET) SOUTH OF THE SOUTHWEST GATE POST OF THE GATE.
 JC1211'THE MARK IS 0.45 METERS  NE FROM  LEVEE ROAD
 JC1211'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1189 ***********************************************************************
 JC1189  CBN         -  This is a Cooperative Base Network Control Station.
 JC1189  DESIGNATION -  M 283
 JC1189  PID         -  JC1189
 JC1189  STATE/COUNTY-  IL/MADISON
 JC1189  USGS QUAD   -  WOOD RIVER (1994)
 JC1189
 JC1189                         *CURRENT SURVEY CONTROL
 JC1189  ___________________________________________________________________
 JC1189* NAD 83(1997)-  38 47 08.14156(N)    090 07 20.81663(W)     ADJUSTED  
 JC1189* NAVD 88     -       135.705  (meters)     445.23   (feet)  ADJUSTED  
 JC1189  ___________________________________________________________________
 JC1189  X           -     -10,639.426 (meters)                     COMP
 JC1189  Y           -  -4,978,341.655 (meters)                     COMP
 JC1189  Z           -   3,973,856.894 (meters)                     COMP
 JC1189  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 JC1189  ELLIP HEIGHT-         104.35  (meters)          (10/15/04) GPS OBS
 JC1189  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JC1189  DYNAMIC HT  -         135.620 (meters)     444.95  (feet)  COMP
 JC1189  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 JC1189
 JC1189  HORZ ORDER  -  B
 JC1189  VERT ORDER  -  FIRST     CLASS II
 JC1189  ELLP ORDER  -  FOURTH    CLASS II
 JC1189
 JC1189.The horizontal coordinates were established by GPS observations
 JC1189.and adjusted by the National Geodetic Survey in July 1998..
 JC1189
 JC1189.The orthometric height was determined by differential leveling
 JC1189.and adjusted by the National Geodetic Survey in June 1991..
 JC1189
 JC1189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JC1189
 JC1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 JC1189
 JC1189.The ellipsoidal height was determined by GPS observations
 JC1189.and is referenced to NAD 83.
 JC1189
 JC1189.The geoid height was determined by GEOID03.
 JC1189
 JC1189.The dynamic height is computed by dividing the NAVD 88
 JC1189.geopotential number by the normal gravity value computed on the
 JC1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1189.degrees latitude (g = 980.6199 gals.).
 JC1189
 JC1189.The modeled gravity was interpolated from observed gravity values.
 JC1189
 JC1189;                    North         East     Units Scale Factor Converg.
 JC1189;SPC IL W     -   235,169.762   703,841.719   MT  0.99994136   +0 01 39.7
 JC1189;SPC IL W     -   771,552.79  2,309,187.37   sFT  0.99994136   +0 01 39.7
 JC1189;UTM  15      - 4,296,917.729   749,945.270   MT  1.00036936   +1 48 12.4
 JC1189
 JC1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JC1189!SPC IL W     -   0.99998363  x   0.99994136  =   0.99992499
 JC1189!UTM  15      -   0.99998363  x   1.00036936  =   1.00035298
 JC1189
 JC1189                          SUPERSEDED SURVEY CONTROL
 JC1189
 JC1189  ELLIP H (07/17/98)  104.40   (m)                       GP(       ) 4 1
 JC1189  NAVD 88 (07/17/98)  135.71   (m)          445.2    (f) LEVELING    3  
 JC1189  NGVD 29 (??/??/??)  135.671  (m)          445.11   (f) ADJUSTED    1 2
 JC1189
 JC1189.Superseded values are not recommended for survey control.
 JC1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1189.See file dsdata.txt to determine how the superseded data were derived.
 JC1189
 JC1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC4994596918(NAD 83)
 JC1189_MARKER: I = METAL ROD
 JC1189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1189_SP_SET: STAINLESS STEEL ROD
 JC1189_STAMPING: M 283 1981
 JC1189_MARK LOGO: NGS   
 JC1189_PROJECTION: FLUSH
 JC1189_MAGNETIC: I = MARKER IS A STEEL ROD
 JC1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1189+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 JC1189_ROD/PIPE-DEPTH: 9.8  meters
 JC1189
 JC1189  HISTORY     - Date     Condition        Report By
 JC1189  HISTORY     - 1981     MONUMENTED       NGS
 JC1189  HISTORY     - 19970430 GOOD             NGS
 JC1189  HISTORY     - 19990830 GOOD             ILDT
 JC1189  HISTORY     - 20010410 GOOD             JCLS
 JC1189  HISTORY     - 20030506 GOOD             WOOLPT
 JC1189  HISTORY     - 20040607 GOOD             MSAM
 JC1189
 JC1189                          STATION DESCRIPTION
 JC1189
 JC1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1189'7.6 KM (4.7 MI) NE FROM ST LOUIS.
 JC1189'4.7 KILOMETERS (2.9 MILES) EAST ALONG CHAIN OF ROCKS ROAD FROM THE
 JC1189'JUNCTION OF RIVERVIEW DRIVE IN THE NORTHEAST SECTION OF ST LOUIS,
 JC1189'THENCE 2.9 KILOMETERS (1.8 MILES) NORTHEAST ALONG THE SOUTHEAST LEVEE
 JC1189'PARALLELING THE CHAIN OF ROCKS CANAL, TO THE MARK ON THE RIGHT, 0.25
 JC1189'KILOMETER (0.15 MILE) NORTHEAST OF A POWER LINE CROSSING, 4.42 METERS
 JC1189'(14.5 FEET) SOUTHEAST OF THE CENTER OF THE LEVEE ROAD, AND 0.34 METER
 JC1189'(1.2 FEET) NORTHEAST OF A METAL WITNESS POST.
 JC1189'THE MARK IS 0.34 METERS  SW FROM A WITNESS POST.
 JC1189'THE MARK IS 0.15 M BELOW LEVEE ROAD.
 JC1189
 JC1189                          STATION RECOVERY (1997)
 JC1189
 JC1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 JC1189'THE STATION IS LOCATED ALONG THE TOP OF THE LEVEE ROAD ABOUT 1.3 MI
 JC1189'(2.1 KM) NORTH OF THE JUNCTION OF STATE ROUTE 3 AND INTERSTATE HIGHWAY
 JC1189'270, WHICH IS EXIT NUMBER 3.  TO REACH FROM THE ROUTE 3 UNDERPASS OF
 JC1189'I-270, NORTH OF GRANITE CITY, PROCEED SOUTH ON ROUTE 3 FOR 0.27 MI
 JC1189'(0.43 KM) TO CHAIN OF ROCKS ROAD, TURN RIGHT, WEST, FOR 0.3 MI (0.5
 JC1189'KM) TO A BLACKTOP ROAD ON THE RIGHT, PARALLELING CHAIN OF ROCKS ROAD.
 JC1189'TAKE THE BLACKTOP ROAD FOR 0.26 MI (0.42 KM) TO A T-ROAD, CHOUTEAU
 JC1189'PLACE ROAD, TURN RIGHT, NORTHEAST, FOR 0.27 MI (0.43 KM) TO THE
 JC1189'UNDERPASS OF I-270, CONTINUE AHEAD FOR 0.07 MI (0.11 KM) TO A GRAVEL
 JC1189'ROAD ON TOP OF THE LEVEE, CONTINUE NORTHEAST FOR 1.25 MI (2.01 KM) TO
 JC1189'A STEEL TOWER POWERLINE CROSSING THE ROAD, CONTINUE ON FOR 0.16 MI
 JC1189'(0.26 KM) TO THE STATION ON THE RIGHT, 4.5 M (14.8 FT) SOUTHEAST OF
 JC1189'THE CENTER OF THE ROAD, AND 0.3 M (1.0 FT) NORTHWEST OF A METAL CORPS
 JC1189'OF ENGINEERS WITNESS POST.  NOTE--ACCESS TO THE STATION POINT IS
 JC1189'THROUGH A 5-INCH ACCESS COVER.
 JC1189
 JC1189                          STATION RECOVERY (1999)
 JC1189
 JC1189'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1999 (RB)
 JC1189'RECOVERED AS DESCRIBED
 JC1189'
 JC1189
 JC1189                          STATION RECOVERY (2001)
 JC1189
 JC1189'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG)
 JC1189'LEVEE ROAD HAS WIDENED.  MARK IS NOW 5' WEST OF EASTERN EDGE OF LEVEE
 JC1189'ROAD.
 JC1189
 JC1189                          STATION RECOVERY (2003)
 JC1189
 JC1189'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (BJM)
 JC1189'STATION WAS DISCOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JC1189'
 JC1189
 JC1189                          STATION RECOVERY (2004)
 JC1189
 JC1189'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 JC1189'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 JC1189'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1149 ***********************************************************************
 JC1149  DESIGNATION -  M 284
 JC1149  PID         -  JC1149
 JC1149  STATE/COUNTY-  IL/ST CLAIR
 JC1149  USGS QUAD   -  CAHOKIA (1993)
 JC1149
 JC1149                         *CURRENT SURVEY CONTROL
 JC1149  ___________________________________________________________________
 JC1149* NAD 83(1986)-  38 35 51.     (N)    090 11 04.     (W)     SCALED    
 JC1149* NAVD 88     -       129.982  (meters)     426.45   (feet)  ADJUSTED  
 JC1149  ___________________________________________________________________
 JC1149  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JC1149  DYNAMIC HT  -         129.899 (meters)     426.18  (feet)  COMP
 JC1149  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 JC1149
 JC1149  VERT ORDER  -  FIRST     CLASS II
 JC1149
 JC1149.The horizontal coordinates were scaled from a topographic map and have
 JC1149.an estimated accuracy of +/- 6 seconds.
 JC1149
 JC1149.The orthometric height was determined by differential leveling
 JC1149.and adjusted by the National Geodetic Survey in June 1991..
 JC1149
 JC1149.The geoid height was determined by GEOID03.
 JC1149
 JC1149.The dynamic height is computed by dividing the NAVD 88
 JC1149.geopotential number by the normal gravity value computed on the
 JC1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1149.degrees latitude (g = 980.6199 gals.).
 JC1149
 JC1149.The modeled gravity was interpolated from observed gravity values.
 JC1149
 JC1149;                    North         East    Units  Estimated Accuracy
 JC1149;SPC IL W     -   214,290.      698,450.      MT  (+/- 180 meters Scaled)
 JC1149
 JC1149                          SUPERSEDED SURVEY CONTROL
 JC1149
 JC1149  NGVD 29 (??/??/??)  129.946  (m)          426.33   (f) ADJUSTED    1 2
 JC1149
 JC1149.Superseded values are not recommended for survey control.
 JC1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1149.See file dsdata.txt to determine how the superseded data were derived.
 JC1149
 JC1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC452758(NAD 83)
 JC1149_MARKER: I = METAL ROD
 JC1149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1149_SP_SET: STAINLESS STEEL ROD
 JC1149_STAMPING: M 284 1981
 JC1149_MARK LOGO: NGS   
 JC1149_PROJECTION: FLUSH
 JC1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1149_ROD/PIPE-DEPTH: 9.8  meters
 JC1149
 JC1149  HISTORY     - Date     Condition        Report By
 JC1149  HISTORY     - 1981     MONUMENTED       NGS
 JC1149
 JC1149                          STATION DESCRIPTION
 JC1149
 JC1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1149'2.4 KM (1.5 MI) SW FROM EAST ST LOUIS.
 JC1149'2.4 KILOMETERS (1.5 MILES) SOUTH-SOUTHWEST ALONG THE LEVEE FROM THE
 JC1149'U.S.HIGHWAY 55 AND 70 BRIDGE OVER THE LEVEE IN EAST SAINT LOUIS TO THE
 JC1149'MARK ON THE LEFT, 0.2 KILOMETERS (0.1 MILE) SOUTHWEST OF THE MONSANTO
 JC1149'PUMPING STATION, 3.04 METERS (10.0 FEET) SOUTHEAST OF THE CENTER OF
 JC1149'THE LEVEE ROAD, 8.53 METERS (28.0 FEET) NORTHWEST OF THE SOUTHWEST
 JC1149'BOUND TRACK OF THE ILLINOIS, CENTERAL GULF RAILROAD, 5.58 METERS (18.3
 JC1149'FEET) SOUTHEAST OF THE SOUTHEAST FACE OF A 3 FOOT HIGH CONCRETE
 JC1149'RETAINING WALL ON THE NORTHWEST SIDE OF THE LEVEE, 0.30 METERS (3.0
 JC1149'FEET) SOUTHWEST OF A METAL WITNESS POST.
 JC1149'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 JC1149'THE MARK IS 0.45 M BELOW LEVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1123 ***********************************************************************
 JC1123  DESIGNATION -  M 285
 JC1123  PID         -  JC1123
 JC1123  STATE/COUNTY-  IL/MONROE
 JC1123  USGS QUAD   -  COLUMBIA (1991)
 JC1123
 JC1123                         *CURRENT SURVEY CONTROL
 JC1123  ___________________________________________________________________
 JC1123* NAD 83(1986)-  38 26 59.     (N)    090 14 39.     (W)     SCALED    
 JC1123* NAVD 88     -       129.984  (meters)     426.46   (feet)  ADJUSTED  
 JC1123  ___________________________________________________________________
 JC1123  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JC1123  DYNAMIC HT  -         129.901 (meters)     426.18  (feet)  COMP
 JC1123  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 JC1123
 JC1123  VERT ORDER  -  FIRST     CLASS II
 JC1123
 JC1123.The horizontal coordinates were scaled from a topographic map and have
 JC1123.an estimated accuracy of +/- 6 seconds.
 JC1123
 JC1123.The orthometric height was determined by differential leveling
 JC1123.and adjusted by the National Geodetic Survey in June 1991..
 JC1123
 JC1123.The geoid height was determined by GEOID03.
 JC1123
 JC1123.The dynamic height is computed by dividing the NAVD 88
 JC1123.geopotential number by the normal gravity value computed on the
 JC1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1123.degrees latitude (g = 980.6199 gals.).
 JC1123
 JC1123.The modeled gravity was interpolated from observed gravity values.
 JC1123
 JC1123;                    North         East    Units  Estimated Accuracy
 JC1123;SPC IL W     -   197,890.      693,240.      MT  (+/- 180 meters Scaled)
 JC1123
 JC1123                          SUPERSEDED SURVEY CONTROL
 JC1123
 JC1123  NGVD 29 (??/??/??)  129.942  (m)          426.32   (f) ADJUSTED    1 2
 JC1123
 JC1123.Superseded values are not recommended for survey control.
 JC1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1123.See file dsdata.txt to determine how the superseded data were derived.
 JC1123
 JC1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC404593(NAD 83)
 JC1123_MARKER: I = METAL ROD
 JC1123_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1123_SP_SET: STAINLESS STEEL ROD
 JC1123_STAMPING: M 285 1981
 JC1123_MARK LOGO: NGS   
 JC1123_PROJECTION: FLUSH
 JC1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JC1123+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 JC1123_ROD/PIPE-DEPTH: 9.8  meters
 JC1123
 JC1123  HISTORY     - Date     Condition        Report By
 JC1123  HISTORY     - 1981     MONUMENTED       NGS
 JC1123  HISTORY     - 20020121 GOOD             JCLS
 JC1123  HISTORY     - 20040106 GOOD             CHAST
 JC1123
 JC1123                          STATION DESCRIPTION
 JC1123
 JC1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1123'6.6 KM (4.1 MI) SW FROM COLUMBIA.
 JC1123'3.8 KILOMETERS (2.35 MILES) SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM
 JC1123'THE JUNCTION OF U.S. HIGHWAY 50 IN THE NORTHWEST SECTION OF COLUMBIA
 JC1123'TO A BEND IN THE LEVEE TO THE JUNCTION OF A RAILROAD TRACKS AND THE
 JC1123'MARK ON THE LEFT, 2.44 METERS (8.0 FEET) NORTH OF THE CENTER OF THE
 JC1123'LEVEE ROAD, 21.19 METERS (69.5 FEET) WEST OF THE WEST RAIL OF THE MOST
 JC1123'WEST SET 0.45 METERS (1.5 FEET) EAST OF A METAL WITNESS POST.
 JC1123'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 JC1123'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
 JC1123
 JC1123                          STATION RECOVERY (2002)
 JC1123
 JC1123'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 JC1123'RECOVERED IN GOOD CONDITION.
 JC1123
 JC1123                          STATION RECOVERY (2004)
 JC1123
 JC1123'RECOVERY NOTE BY HOMER L CHASTAIN AND ASSOCIATES 2004 (JRA)
 JC1123'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1072 ***********************************************************************
 JC1072  DESIGNATION -  M 286
 JC1072  PID         -  JC1072
 JC1072  STATE/COUNTY-  IL/MONROE
 JC1072  USGS QUAD   -  BLOOMSDALE (1993)
 JC1072
 JC1072                         *CURRENT SURVEY CONTROL
 JC1072  ___________________________________________________________________
 JC1072* NAD 83(1986)-  38 06 55.     (N)    090 12 46.     (W)     SCALED    
 JC1072* NAVD 88     -       123.844  (meters)     406.31   (feet)  ADJUSTED  
 JC1072  ___________________________________________________________________
 JC1072  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 JC1072  DYNAMIC HT  -         123.762 (meters)     406.04  (feet)  COMP
 JC1072  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 JC1072
 JC1072  VERT ORDER  -  FIRST     CLASS II
 JC1072
 JC1072.The horizontal coordinates were scaled from a topographic map and have
 JC1072.an estimated accuracy of +/- 6 seconds.
 JC1072
 JC1072.The orthometric height was determined by differential leveling
 JC1072.and adjusted by the National Geodetic Survey in June 1991..
 JC1072
 JC1072.The geoid height was determined by GEOID03.
 JC1072
 JC1072.The dynamic height is computed by dividing the NAVD 88
 JC1072.geopotential number by the normal gravity value computed on the
 JC1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1072.degrees latitude (g = 980.6199 gals.).
 JC1072
 JC1072.The modeled gravity was interpolated from observed gravity values.
 JC1072
 JC1072;                    North         East    Units  Estimated Accuracy
 JC1072;SPC IL W     -   160,770.      695,960.      MT  (+/- 180 meters Scaled)
 JC1072
 JC1072                          SUPERSEDED SURVEY CONTROL
 JC1072
 JC1072  NGVD 29 (??/??/??)  123.791  (m)          406.14   (f) ADJUSTED    1 2
 JC1072
 JC1072.Superseded values are not recommended for survey control.
 JC1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1072.See file dsdata.txt to determine how the superseded data were derived.
 JC1072
 JC1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC443222(NAD 83)
 JC1072_MARKER: I = METAL ROD
 JC1072_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1072_SP_SET: STAINLESS STEEL ROD
 JC1072_STAMPING: M 286 1981
 JC1072_MARK LOGO: NGS   
 JC1072_PROJECTION: FLUSH
 JC1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1072_ROD/PIPE-DEPTH: 9.80 meters
 JC1072
 JC1072  HISTORY     - Date     Condition        Report By
 JC1072  HISTORY     - 1981     MONUMENTED       NGS
 JC1072
 JC1072                          STATION DESCRIPTION
 JC1072
 JC1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1072'15.4 KM (9.6 MI) NW FROM PRAIRIE DU ROCHER.
 JC1072'3.4 KILOMETERS (2.1 MILES)SOUTH-SOUTHWEST ALONG THE LEVEE ON THE WEST
 JC1072'SIDE OF PRAIRIE DU ROCHER CREEK FROM THE INTERSECTION OF STATE HIGHWAY
 JC1072'155 IN PRAIRIE DU ROCHER, THENCE CONTINUENORTHWEST ALONG THE SAME
 JC1072'LEVEE FOR 12.1 KILOMETERS (7.5 MILES) TO THE MARK ON THE RIGHT, AT
 JC1072'MILE POST NUMBER 3, 29.87 METERS (98.0 FEET) SOUTHEAST OF THE CENTER
 JC1072'OF GRAVEL ROAD LEADING NORTHEAST, 3.65 METERS (12.0 FEET) NORTHEAST OF
 JC1072'THE CENTER OF THE LEVEE ROAD. 0.55 METER (1.8 FEET) SOUTHWEST OF
 JC1072'CONCRETE MILES POST NUMBER 3 AND 0.30 METER (1.0 FOOT) SOUTHEAST OF A
 JC1072'METAL WITNESS POST.
 JC1072'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 JC1072'THE MARK IS ABOVE LEVEL WITH LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC1087 ***********************************************************************
 JC1087  DESIGNATION -  M 287
 JC1087  PID         -  JC1087
 JC1087  STATE/COUNTY-  IL/MONROE
 JC1087  USGS QUAD   -  VALMEYER (1993)
 JC1087
 JC1087                         *CURRENT SURVEY CONTROL
 JC1087  ___________________________________________________________________
 JC1087* NAD 83(1986)-  38 16 25.     (N)    090 21 21.     (W)     SCALED    
 JC1087* NAVD 88     -       125.575  (meters)     411.99   (feet)  ADJUSTED  
 JC1087  ___________________________________________________________________
 JC1087  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JC1087  DYNAMIC HT  -         125.493 (meters)     411.72  (feet)  COMP
 JC1087  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 JC1087
 JC1087  VERT ORDER  -  FIRST     CLASS II
 JC1087
 JC1087.The horizontal coordinates were scaled from a topographic map and have
 JC1087.an estimated accuracy of +/- 6 seconds.
 JC1087
 JC1087.The orthometric height was determined by differential leveling
 JC1087.and adjusted by the National Geodetic Survey in June 1991..
 JC1087
 JC1087.The geoid height was determined by GEOID03.
 JC1087
 JC1087.The dynamic height is computed by dividing the NAVD 88
 JC1087.geopotential number by the normal gravity value computed on the
 JC1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC1087.degrees latitude (g = 980.6199 gals.).
 JC1087
 JC1087.The modeled gravity was interpolated from observed gravity values.
 JC1087
 JC1087;                    North         East    Units  Estimated Accuracy
 JC1087;SPC IL W     -   178,360.      683,450.      MT  (+/- 180 meters Scaled)
 JC1087
 JC1087                          SUPERSEDED SURVEY CONTROL
 JC1087
 JC1087  NGVD 29 (??/??/??)  125.526  (m)          411.83   (f) ADJUSTED    1 2
 JC1087
 JC1087.Superseded values are not recommended for survey control.
 JC1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC1087.See file dsdata.txt to determine how the superseded data were derived.
 JC1087
 JC1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC313394(NAD 83)
 JC1087_MARKER: I = METAL ROD
 JC1087_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JC1087_SP_SET: STAINLESS STEEL ROD
 JC1087_STAMPING: M 287 1981
 JC1087_MARK LOGO: NGS   
 JC1087_PROJECTION: FLUSH
 JC1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JC1087_ROD/PIPE-DEPTH: 9.8  meters
 JC1087
 JC1087  HISTORY     - Date     Condition        Report By
 JC1087  HISTORY     - 1981     MONUMENTED       NGS
 JC1087
 JC1087                          STATION DESCRIPTION
 JC1087
 JC1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JC1087'2.1 KM (1.3 MI) SOUTH FROM VALMEYER.
 JC1087'2.1 KILOMETERS (1.3 MILES) SOUTH ALONG THE TOP OF THE MAIN LEVEE FROM
 JC1087'THE OLD FOUNTAIN CREEK PUMPING STATION AT VALMEYER TO THE MARK ON THE
 JC1087'LEFT, 3.51 METERS (11.5 FEET) EAST-NORTHEAST OF THE CENTER OF THE
 JC1087'LEVEE ROAD AND 0.46 METER (1.5 FEET) NORTH-NORTHWEST OF A METAL
 JC1087'WITNESS POST.
 JC1087'THE MARK IS 0.46 METERS  SSE FROM A WITNESS POST.
 JC1087'THE MARK IS ABOVE LEVEL WITH TOP OF THE LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1413 ***********************************************************************
 HB1413  DESIGNATION -  M 288
 HB1413  PID         -  HB1413
 HB1413  STATE/COUNTY-  IL/RANDOLPH
 HB1413  USGS QUAD   -  KASKASKIA (1993)
 HB1413
 HB1413                         *CURRENT SURVEY CONTROL
 HB1413  ___________________________________________________________________
 HB1413* NAD 83(1986)-  37 58 36.     (N)    089 58 34.     (W)     SCALED    
 HB1413* NAVD 88     -       121.190  (meters)     397.60   (feet)  ADJUSTED  
 HB1413  ___________________________________________________________________
 HB1413  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HB1413  DYNAMIC HT  -         121.107 (meters)     397.33  (feet)  COMP
 HB1413  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 HB1413
 HB1413  VERT ORDER  -  FIRST     CLASS II
 HB1413
 HB1413.The horizontal coordinates were scaled from a topographic map and have
 HB1413.an estimated accuracy of +/- 6 seconds.
 HB1413
 HB1413.The orthometric height was determined by differential leveling
 HB1413.and adjusted by the National Geodetic Survey in June 1991..
 HB1413
 HB1413.The geoid height was determined by GEOID03.
 HB1413
 HB1413.The dynamic height is computed by dividing the NAVD 88
 HB1413.geopotential number by the normal gravity value computed on the
 HB1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1413.degrees latitude (g = 980.6199 gals.).
 HB1413
 HB1413.The modeled gravity was interpolated from observed gravity values.
 HB1413
 HB1413;                    North         East    Units  Estimated Accuracy
 HB1413;SPC IL W     -   145,400.      716,740.      MT  (+/- 180 meters Scaled)
 HB1413
 HB1413                          SUPERSEDED SURVEY CONTROL
 HB1413
 HB1413  NGVD 29 (??/??/??)  121.126  (m)          397.39   (f) ADJUSTED    1 2
 HB1413
 HB1413.Superseded values are not recommended for survey control.
 HB1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1413.See file dsdata.txt to determine how the superseded data were derived.
 HB1413
 HB1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH385074(NAD 83)
 HB1413_MARKER: I = METAL ROD
 HB1413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1413_SP_SET: STAINLESS STEEL ROD
 HB1413_STAMPING: M 288 1981
 HB1413_MARK LOGO: NGS   
 HB1413_PROJECTION: FLUSH
 HB1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1413_ROD/PIPE-DEPTH: 9.80 meters
 HB1413
 HB1413  HISTORY     - Date     Condition        Report By
 HB1413  HISTORY     - 1981     MONUMENTED       NGS
 HB1413
 HB1413                          STATION DESCRIPTION
 HB1413
 HB1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1413'2.95 KM (1.85 MI) WEST FROM ELLIS GROVE.
 HB1413'0.4 KILOMETERS (0.25 MILES) SOUTH ALONG THE TOP OF THE WEST MAIN LEVEE
 HB1413'FROM THE KASKASKIA LOCK AND DAM AT ELLIS GROVE TO A BEND IN THE LEVEE,
 HB1413'THENCE 2.6 KILOMETERS (1.6 MILES) WEST ALONG THE TOP OF THE MAIN LEVEE
 HB1413'TO THE MARK ON THE RIGHT, 3.51 METERS (11.5 FEET) NORTH OF THE CENTER
 HB1413'OF THE LEVEE ROAD AND 0.46 METER (1.5 FEET) WEST OF A METAL WITNESS
 HB1413'POST.
 HB1413'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 HB1413'THE MARK IS ABOVE LEVEL WITH TOP OF LEVEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0360 ***********************************************************************
 MF0360  DESIGNATION -  M 29
 MF0360  PID         -  MF0360
 MF0360  STATE/COUNTY-  IL/LIVINGSTON
 MF0360  USGS QUAD   -  STREATOR SOUTH (1983)
 MF0360
 MF0360                         *CURRENT SURVEY CONTROL
 MF0360  ___________________________________________________________________
 MF0360* NAD 83(1986)-  41 02 36.     (N)    088 52 07.     (W)     SCALED    
 MF0360* NAVD 88     -       191.872  (meters)     629.50   (feet)  ADJUSTED  
 MF0360  ___________________________________________________________________
 MF0360  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MF0360  DYNAMIC HT  -         191.793 (meters)     629.24  (feet)  COMP
 MF0360  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 MF0360
 MF0360  VERT ORDER  -  SECOND    CLASS 0
 MF0360
 MF0360.The horizontal coordinates were scaled from a topographic map and have
 MF0360.an estimated accuracy of +/- 6 seconds.
 MF0360
 MF0360.The orthometric height was determined by differential leveling
 MF0360.and adjusted by the National Geodetic Survey in June 1991..
 MF0360
 MF0360.The geoid height was determined by GEOID03.
 MF0360
 MF0360.The dynamic height is computed by dividing the NAVD 88
 MF0360.geopotential number by the normal gravity value computed on the
 MF0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0360.degrees latitude (g = 980.6199 gals.).
 MF0360
 MF0360.The modeled gravity was interpolated from observed gravity values.
 MF0360
 MF0360;                    North         East    Units  Estimated Accuracy
 MF0360;SPC IL E     -   485,990.      255,000.      MT  (+/- 180 meters Scaled)
 MF0360
 MF0360                          SUPERSEDED SURVEY CONTROL
 MF0360
 MF0360  NGVD 29 (??/??/92)  191.931  (m)          629.69   (f) ADJ UNCH    2 0
 MF0360
 MF0360.Superseded values are not recommended for survey control.
 MF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0360.See file dsdata.txt to determine how the superseded data were derived.
 MF0360
 MF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL429452(NAD 83)
 MF0360_MARKER: DB = BENCH MARK DISK
 MF0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0360_SP_SET: SIGNAL CONTROL ARM CONCRETE BA
 MF0360_STAMPING: M 29 1934
 MF0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0360
 MF0360  HISTORY     - Date     Condition        Report By
 MF0360  HISTORY     - 1934     MONUMENTED       CGS
 MF0360
 MF0360                          STATION DESCRIPTION
 MF0360
 MF0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0360'AT ANCONA.
 MF0360'AT ANCONA, LIVINGSTON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 MF0360'FE RAILWAY, 207 FEET NORTH OF THE STATION, 11 POLES NORTH OF
 MF0360'MILEPOST 96, IN THE SOUTHEAST CORNER OF THE CONCRETE BASE
 MF0360'SUPPORTING A SIGNAL-CONTROL ARM, 17 FEET EAST OF THE CENTERLINE
 MF0360'OF THE EAST SIDETRACK, AND LEVEL WITH THE RAIL.  A STANDARD
 MF0360'DISK, STAMPED M 29 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1336 ***********************************************************************
 HB1336  DESIGNATION -  M 290
 HB1336  PID         -  HB1336
 HB1336  STATE/COUNTY-  IL/JACKSON
 HB1336  USGS QUAD   -  GORHAM (1994)
 HB1336
 HB1336                         *CURRENT SURVEY CONTROL
 HB1336  ___________________________________________________________________
 HB1336* NAD 83(1986)-  37 42 06.     (N)    089 28 24.     (W)     SCALED    
 HB1336* NAVD 88     -       116.413  (meters)     381.93   (feet)  ADJUSTED  
 HB1336  ___________________________________________________________________
 HB1336  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HB1336  DYNAMIC HT  -         116.331 (meters)     381.66  (feet)  COMP
 HB1336  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 HB1336
 HB1336  VERT ORDER  -  FIRST     CLASS II
 HB1336
 HB1336.The horizontal coordinates were scaled from a topographic map and have
 HB1336.an estimated accuracy of +/- 6 seconds.
 HB1336
 HB1336.The orthometric height was determined by differential leveling
 HB1336.and adjusted by the National Geodetic Survey in June 1991..
 HB1336
 HB1336.The geoid height was determined by GEOID03.
 HB1336
 HB1336.The dynamic height is computed by dividing the NAVD 88
 HB1336.geopotential number by the normal gravity value computed on the
 HB1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1336.degrees latitude (g = 980.6199 gals.).
 HB1336
 HB1336.The modeled gravity was interpolated from observed gravity values.
 HB1336
 HB1336;                    North         East    Units  Estimated Accuracy
 HB1336;SPC IL W     -   115,090.      761,140.      MT  (+/- 180 meters Scaled)
 HB1336
 HB1336                          SUPERSEDED SURVEY CONTROL
 HB1336
 HB1336  NGVD 29 (??/??/??)  116.327  (m)          381.65   (f) ADJUSTED    1 2
 HB1336
 HB1336.Superseded values are not recommended for survey control.
 HB1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1336.See file dsdata.txt to determine how the superseded data were derived.
 HB1336
 HB1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG819755(NAD 83)
 HB1336_MARKER: DB = BENCH MARK DISK
 HB1336_SETTING: 66 = SET IN ROCK OUTCROP
 HB1336_SP_SET: ROCK OUTCROP
 HB1336_STAMPING: M 290 1981
 HB1336_MARK LOGO: NGS   
 HB1336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HB1336+STABILITY: POSITION/ELEVATION WELL
 HB1336
 HB1336  HISTORY     - Date     Condition        Report By
 HB1336  HISTORY     - 1981     MONUMENTED       NGS
 HB1336  HISTORY     - 20020529 GOOD             INDIV
 HB1336
 HB1336                          STATION DESCRIPTION
 HB1336
 HB1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1336'2.2 KM (1.4 MI) SE FROM GORHAM.
 HB1336'2.2 KILOMETERS (1.4 MILES) SOUTHEAST ALONG COUNTY ROAD 9 FROM THE POST
 HB1336'OFFICE IN GORHAM TO A ROCK CUT AND THE MARK ON THE RIGHT, SET
 HB1336'HORIZONTALLY IN TOP OF AN ANGLING SHELF NEAR THE SOUTHEAST END OF THE
 HB1336'ROCK CUT, ABOUT 500 FEET WEST-NORTHWEST OF THE JUNCTION OF STATE
 HB1336'HIGHWAY 3, 19.51 METERS (64.0 FEET) SOUTHWEST OF THE CENTER LINE OF
 HB1336'THE ROAD, 3.08 METERS (10.1 FEET) NORTHWEST OF THE SOUTHEAST END OF
 HB1336'THE ROCK CUT FROM GROUND LEVEL.
 HB1336'THE MARK IS 0.67 M ABOVE GROUND.
 HB1336
 HB1336                          STATION RECOVERY (2002)
 HB1336
 HB1336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RDW)
 HB1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1305 ***********************************************************************
 HB1305  DESIGNATION -  M 291
 HB1305  PID         -  HB1305
 HB1305  STATE/COUNTY-  IL/UNION
 HB1305  USGS QUAD   -  WARE (1993)
 HB1305
 HB1305                         *CURRENT SURVEY CONTROL
 HB1305  ___________________________________________________________________
 HB1305* NAD 83(1986)-  37 22 47.     (N)    089 24 31.     (W)     SCALED    
 HB1305* NAVD 88     -       110.069  (meters)     361.12   (feet)  ADJUSTED  
 HB1305  ___________________________________________________________________
 HB1305  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 HB1305  DYNAMIC HT  -         109.992 (meters)     360.87  (feet)  COMP
 HB1305  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 HB1305
 HB1305  VERT ORDER  -  FIRST     CLASS II
 HB1305
 HB1305.The horizontal coordinates were scaled from a topographic map and have
 HB1305.an estimated accuracy of +/- 6 seconds.
 HB1305
 HB1305.The orthometric height was determined by differential leveling
 HB1305.and adjusted by the National Geodetic Survey in June 1991..
 HB1305
 HB1305.The geoid height was determined by GEOID03.
 HB1305
 HB1305.The dynamic height is computed by dividing the NAVD 88
 HB1305.geopotential number by the normal gravity value computed on the
 HB1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1305.degrees latitude (g = 980.6199 gals.).
 HB1305
 HB1305.The modeled gravity was interpolated from observed gravity values.
 HB1305
 HB1305;                    North         East    Units  Estimated Accuracy
 HB1305;SPC IL W     -    79,400.      767,140.      MT  (+/- 180 meters Scaled)
 HB1305
 HB1305                          SUPERSEDED SURVEY CONTROL
 HB1305
 HB1305  NGVD 29 (??/??/??)  109.971  (m)          360.80   (f) ADJUSTED    1 2
 HB1305
 HB1305.Superseded values are not recommended for survey control.
 HB1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1305.See file dsdata.txt to determine how the superseded data were derived.
 HB1305
 HB1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG867397(NAD 83)
 HB1305_MARKER: I = METAL ROD
 HB1305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1305_SP_SET: STAINLESS STEEL ROD
 HB1305_STAMPING: M 291 1981
 HB1305_MARK LOGO: NGS   
 HB1305_PROJECTION: FLUSH
 HB1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1305_ROD/PIPE-DEPTH: 9.7  meters
 HB1305
 HB1305  HISTORY     - Date     Condition        Report By
 HB1305  HISTORY     - 1981     MONUMENTED       NGS
 HB1305
 HB1305                          STATION DESCRIPTION
 HB1305
 HB1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1305'2.7 KM (1.7 MI) NW FROM REYNOLDSVILLE.
 HB1305'1.1 KILOMETER (0.7 MILE) WEST ALONG A GRAVELED ROAD FROM THE JUNCTION
 HB1305'OF STATE HIGHWAYS 3 AND 146 AND THE REYNOLDSVILLE MISSIONARY BABTIST
 HB1305'CHURCH IN REYNOLDSVILLE, THENCE 1.6 KILOMETERS (1.0 MILE) NORTH ALONG
 HB1305'THE LEVEE ROAD TO THE MARK ON THE RIGHT, 1.1 KILOMETERS (0.7 MILE)
 HB1305'NORTH OF A CATTLE GUARD IN THE LEVEE ROAD, 2.74 METERS (9.0 FEET) EAST
 HB1305'OF THE CENTER OF LEVEE ROAD.
 HB1305'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 HB1305'THE MARK IS 0.18 M BELOW LEVEE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB1324 ***********************************************************************
 HB1324  DESIGNATION -  M 292
 HB1324  PID         -  HB1324
 HB1324  STATE/COUNTY-  IL/JACKSON
 HB1324  USGS QUAD   -  WOLF LAKE (1994)
 HB1324
 HB1324                         *CURRENT SURVEY CONTROL
 HB1324  ___________________________________________________________________
 HB1324* NAD 83(1986)-  37 34 09.     (N)    089 29 05.     (W)     SCALED    
 HB1324* NAVD 88     -       113.351  (meters)     371.89   (feet)  ADJUSTED  
 HB1324  ___________________________________________________________________
 HB1324  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HB1324  DYNAMIC HT  -         113.273 (meters)     371.63  (feet)  COMP
 HB1324  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 HB1324
 HB1324  VERT ORDER  -  FIRST     CLASS II
 HB1324
 HB1324.The horizontal coordinates were scaled from a topographic map and have
 HB1324.an estimated accuracy of +/- 6 seconds.
 HB1324
 HB1324.The orthometric height was determined by differential leveling
 HB1324.and adjusted by the National Geodetic Survey in June 1991..
 HB1324
 HB1324.The geoid height was determined by GEOID03.
 HB1324
 HB1324.The dynamic height is computed by dividing the NAVD 88
 HB1324.geopotential number by the normal gravity value computed on the
 HB1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB1324.degrees latitude (g = 980.6199 gals.).
 HB1324
 HB1324.The modeled gravity was interpolated from observed gravity values.
 HB1324
 HB1324;                    North         East    Units  Estimated Accuracy
 HB1324;SPC IL W     -   100,370.      760,240.      MT  (+/- 180 meters Scaled)
 HB1324
 HB1324                          SUPERSEDED SURVEY CONTROL
 HB1324
 HB1324  NGVD 29 (??/??/??)  113.262  (m)          371.59   (f) ADJUSTED    1 2
 HB1324
 HB1324.Superseded values are not recommended for survey control.
 HB1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB1324.See file dsdata.txt to determine how the superseded data were derived.
 HB1324
 HB1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG805609(NAD 83)
 HB1324_MARKER: I = METAL ROD
 HB1324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HB1324_SP_SET: STAINLESS STEEL ROD
 HB1324_STAMPING: M 292 1981
 HB1324_MARK LOGO: NGS   
 HB1324_PROJECTION: FLUSH
 HB1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HB1324_ROD/PIPE-DEPTH: 9.7  meters
 HB1324
 HB1324  HISTORY     - Date     Condition        Report By
 HB1324  HISTORY     - 1981     MONUMENTED       NGS
 HB1324
 HB1324                          STATION DESCRIPTION
 HB1324
 HB1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HB1324'8.2 KM (5.10 MI) SOUTH FROM GRAND TOWER.
 HB1324'8.2 KILOMETERS (5.10 MILES) SOUTH ALONG TOP OF THE LEVEE FROM THE POST
 HB1324'OFFICE IN GRAND TOWER TO THE MARK ON THE LEFT, 0.8 KILOMETER (0.5
 HB1324'MILE) SOUTHEAST OF CONCRETE MILE POST 7, 1.2 KILOMETERS (O.75 MILE)
 HB1324'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 3, 19.37 METERS (12.0 FEET)
 HB1324'NORTH OF THE CENTER OF LEVEE ROAD.
 HB1324'THE MARK IS 0.46 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1648 ***********************************************************************
 JA1648  DESIGNATION -  M 294
 JA1648  PID         -  JA1648
 JA1648  STATE/COUNTY-  IL/LAWRENCE
 JA1648  USGS QUAD   -  LAWRENCEVILLE (1977)
 JA1648
 JA1648                         *CURRENT SURVEY CONTROL
 JA1648  ___________________________________________________________________
 JA1648* NAD 83(1986)-  38 43 28.     (N)    087 39 55.     (W)     SCALED    
 JA1648* NAVD 88     -       131.714  (meters)     432.13   (feet)  ADJUSTED  
 JA1648  ___________________________________________________________________
 JA1648  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JA1648  DYNAMIC HT  -         131.634 (meters)     431.87  (feet)  COMP
 JA1648  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 JA1648
 JA1648  VERT ORDER  -  FIRST     CLASS II
 JA1648
 JA1648.The horizontal coordinates were scaled from a topographic map and have
 JA1648.an estimated accuracy of +/- 6 seconds.
 JA1648
 JA1648.The orthometric height was determined by differential leveling
 JA1648.and adjusted by the National Geodetic Survey in June 1991..
 JA1648
 JA1648.The geoid height was determined by GEOID03.
 JA1648
 JA1648.The dynamic height is computed by dividing the NAVD 88
 JA1648.geopotential number by the normal gravity value computed on the
 JA1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1648.degrees latitude (g = 980.6199 gals.).
 JA1648
 JA1648.The modeled gravity was interpolated from observed gravity values.
 JA1648
 JA1648;                    North         East    Units  Estimated Accuracy
 JA1648;SPC IL E     -   228,600.      358,090.      MT  (+/- 180 meters Scaled)
 JA1648
 JA1648                          SUPERSEDED SURVEY CONTROL
 JA1648
 JA1648.No superseded survey control is available for this station.
 JA1648
 JA1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH421864(NAD 83)
 JA1648_MARKER: DB = BENCH MARK DISK
 JA1648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JA1648_SP_SET: BRIDGE ABUTMENT
 JA1648_STAMPING: M 294 1986
 JA1648_MARK LOGO: NGS   
 JA1648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JA1648+STABILITY: POSITION/ELEVATION WELL
 JA1648
 JA1648  HISTORY     - Date     Condition        Report By
 JA1648  HISTORY     - 1986     MONUMENTED       NGS
 JA1648
 JA1648                          STATION DESCRIPTION
 JA1648
 JA1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JA1648'1.4 KM (0.85 MI) EAST FROM LAWRENCEVILLE.
 JA1648'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 50 BUSINESS FROM THE
 JA1648'COURTHOUSE IN LAWRENCEVILLE, SET VERTICALLY IN THE NORTHEAST FACE OF
 JA1648'THE NORTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE
 JA1648'EMBARRAS RIVER, AND 6.5 M (21.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 JA1648'HIGHWAY.
 JA1648'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1601 ***********************************************************************
 JB1601  DESIGNATION -  M 295
 JB1601  PID         -  JB1601
 JB1601  STATE/COUNTY-  IL/MARION
 JB1601  USGS QUAD   -  OMEGA (1976)
 JB1601
 JB1601                         *CURRENT SURVEY CONTROL
 JB1601  ___________________________________________________________________
 JB1601* NAD 83(1986)-  38 37 50.     (N)    088 45 43.     (W)     SCALED    
 JB1601* NAVD 88     -       152.866  (meters)     501.53   (feet)  ADJUSTED  
 JB1601  ___________________________________________________________________
 JB1601  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JB1601  DYNAMIC HT  -         152.769 (meters)     501.21  (feet)  COMP
 JB1601  MODELED GRAV-     979,992.2   (mgal)                       NAVD 88
 JB1601
 JB1601  VERT ORDER  -  FIRST     CLASS II
 JB1601
 JB1601.The horizontal coordinates were scaled from a topographic map and have
 JB1601.an estimated accuracy of +/- 6 seconds.
 JB1601
 JB1601.The orthometric height was determined by differential leveling
 JB1601.and adjusted by the National Geodetic Survey in June 1991..
 JB1601
 JB1601.The geoid height was determined by GEOID03.
 JB1601
 JB1601.The dynamic height is computed by dividing the NAVD 88
 JB1601.geopotential number by the normal gravity value computed on the
 JB1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1601.degrees latitude (g = 980.6199 gals.).
 JB1601
 JB1601.The modeled gravity was interpolated from observed gravity values.
 JB1601
 JB1601;                    North         East    Units  Estimated Accuracy
 JB1601;SPC IL E     -   218,050.      262,680.      MT  (+/- 180 meters Scaled)
 JB1601
 JB1601                          SUPERSEDED SURVEY CONTROL
 JB1601
 JB1601.No superseded survey control is available for this station.
 JB1601
 JB1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH466772(NAD 83)
 JB1601_MARKER: I = METAL ROD
 JB1601_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JB1601_SP_SET: STAINLESS STEEL ROD
 JB1601_STAMPING: M 295 1986
 JB1601_MARK LOGO: NGS   
 JB1601_PROJECTION: FLUSH
 JB1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JB1601_ROD/PIPE-DEPTH: 5.3  meters
 JB1601
 JB1601  HISTORY     - Date     Condition        Report By
 JB1601  HISTORY     - 1986     MONUMENTED       NGS
 JB1601
 JB1601                          STATION DESCRIPTION
 JB1601
 JB1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JB1601'16.1 KM (10.0 MI) EAST FROM SALEM.
 JB1601'16.1 KM (10.0 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE COURTHOUSE
 JB1601'IN SALEM, 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.9
 JB1601'M (9.5 FT) EAST OF THE CENTER OF COUNTY ROAD 1075 N, AND 0.8 M (2.6
 JB1601'FT) SOUTH OF A UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM
 JB1601'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JB1601'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JB1601'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1682 ***********************************************************************
 LC1682  DESIGNATION -  M 296
 LC1682  PID         -  LC1682
 LC1682  STATE/COUNTY-  IL/MCLEAN
 LC1682  USGS QUAD   -  LE ROY (1981)
 LC1682
 LC1682                         *CURRENT SURVEY CONTROL
 LC1682  ___________________________________________________________________
 LC1682* NAD 83(1986)-  40 20 48.     (N)    088 45 55.     (W)     SCALED    
 LC1682* NAVD 88     -       237.071  (meters)     777.79   (feet)  ADJUSTED  
 LC1682  ___________________________________________________________________
 LC1682  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LC1682  DYNAMIC HT  -         236.958 (meters)     777.42  (feet)  COMP
 LC1682  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 LC1682
 LC1682  VERT ORDER  -  FIRST     CLASS II
 LC1682
 LC1682.The horizontal coordinates were scaled from a topographic map and have
 LC1682.an estimated accuracy of +/- 6 seconds.
 LC1682
 LC1682.The orthometric height was determined by differential leveling
 LC1682.and adjusted by the National Geodetic Survey in June 1991..
 LC1682
 LC1682.The geoid height was determined by GEOID03.
 LC1682
 LC1682.The dynamic height is computed by dividing the NAVD 88
 LC1682.geopotential number by the normal gravity value computed on the
 LC1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1682.degrees latitude (g = 980.6199 gals.).
 LC1682
 LC1682.The modeled gravity was interpolated from observed gravity values.
 LC1682
 LC1682;                    North         East    Units  Estimated Accuracy
 LC1682;SPC IL E     -   408,580.      263,300.      MT  (+/- 180 meters Scaled)
 LC1682
 LC1682                          SUPERSEDED SURVEY CONTROL
 LC1682
 LC1682.No superseded survey control is available for this station.
 LC1682
 LC1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK500677(NAD 83)
 LC1682_MARKER: DB = BENCH MARK DISK
 LC1682_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LC1682_SP_SET: FOUNDATION
 LC1682_STAMPING: M 296 1986
 LC1682_MARK LOGO: NGS   
 LC1682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LC1682+STABILITY: POSITION/ELEVATION WELL
 LC1682
 LC1682  HISTORY     - Date     Condition        Report By
 LC1682  HISTORY     - 1986     MONUMENTED       NGS
 LC1682
 LC1682                          STATION DESCRIPTION
 LC1682
 LC1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1682'IN LEROY.
 LC1682'IN LEROY, AT 400 WEST CENTER STREET, 6.5 M (21.3 FT) SOUTHEAST OF THE
 LC1682'NORTHWEST PIT ENTRANCE OF THE OMALLEY GRAIN INCORPORATION ELEVATOR,
 LC1682'1.3 M (4.3 FT) WEST OF THE WEST CORNER OF THE MOST NORTHWESTERLY 1 OF
 LC1682'2 IRON PIT GRATES, AND 0.2 M (0.7 FT) NORTHEAST OF THE OF THE
 LC1682'SOUTHWEST WALL.
 LC1682'THE MARK IS ABOVE LEVEL WITH THE ELEVATOR FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1688 ***********************************************************************
 LC1688  DESIGNATION -  M 297
 LC1688  PID         -  LC1688
 LC1688  STATE/COUNTY-  IL/MCLEAN
 LC1688  USGS QUAD   -  BLOOMINGTON EAST (1981)
 LC1688
 LC1688                         *CURRENT SURVEY CONTROL
 LC1688  ___________________________________________________________________
 LC1688* NAD 83(1986)-  40 23 21.     (N)    088 52 32.     (W)     SCALED    
 LC1688* NAVD 88     -       240.760  (meters)     789.89   (feet)  ADJUSTED  
 LC1688  ___________________________________________________________________
 LC1688  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC1688  DYNAMIC HT  -         240.644 (meters)     789.51  (feet)  COMP
 LC1688  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 LC1688
 LC1688  VERT ORDER  -  FIRST     CLASS II
 LC1688
 LC1688.The horizontal coordinates were scaled from a topographic map and have
 LC1688.an estimated accuracy of +/- 6 seconds.
 LC1688
 LC1688.The orthometric height was determined by differential leveling
 LC1688.and adjusted by the National Geodetic Survey in June 1991..
 LC1688
 LC1688.The geoid height was determined by GEOID03.
 LC1688
 LC1688.The dynamic height is computed by dividing the NAVD 88
 LC1688.geopotential number by the normal gravity value computed on the
 LC1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1688.degrees latitude (g = 980.6199 gals.).
 LC1688
 LC1688.The modeled gravity was interpolated from observed gravity values.
 LC1688
 LC1688;                    North         East    Units  Estimated Accuracy
 LC1688;SPC IL E     -   413,350.      253,960.      MT  (+/- 180 meters Scaled)
 LC1688
 LC1688                          SUPERSEDED SURVEY CONTROL
 LC1688
 LC1688.No superseded survey control is available for this station.
 LC1688
 LC1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK408726(NAD 83)
 LC1688_MARKER: DB = BENCH MARK DISK
 LC1688_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LC1688_SP_SET: BRIDGE ABUTMENT
 LC1688_STAMPING: M 297 1986
 LC1688_MARK LOGO: NGS   
 LC1688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LC1688+STABILITY: POSITION/ELEVATION WELL
 LC1688
 LC1688  HISTORY     - Date     Condition        Report By
 LC1688  HISTORY     - 1986     MONUMENTED       NGS
 LC1688
 LC1688                          STATION DESCRIPTION
 LC1688
 LC1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1688'12.8 KM (7.95 MI) SE FROM BLOOMINGTON.
 LC1688'11.5 KM (7.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 150 FROM ITS
 LC1688'JUNCTION WITH INTERSTATE HIGHWAY 55 BUSINESS LOOP IN BLOOMINGTON,
 LC1688'THENCE 1.3 KM (0.8 MI) SOUTH ALONG SEMINARY STREET, SET VERTICALLY IN
 LC1688'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF
 LC1688'INTERSTATE HIGHWAY 74, 4.3 M (14.1 FT) WEST OF THE CENTER OF THE SOUTH
 LC1688'BOUND LANE OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF THE SOUTHWEST
 LC1688'CORNER OF THE ABUTMENT.
 LC1688'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0241 ***********************************************************************
 KB0241  DESIGNATION -  M 3
 KB0241  PID         -  KB0241
 KB0241  STATE/COUNTY-  IL/CUMBERLAND
 KB0241  USGS QUAD   -  GREENUP (1985)
 KB0241
 KB0241                         *CURRENT SURVEY CONTROL
 KB0241  ___________________________________________________________________
 KB0241* NAD 83(1986)-  39 12 13.     (N)    088 09 25.     (W)     SCALED    
 KB0241* NAVD 88     -       180.792  (meters)     593.15   (feet)  ADJUSTED  
 KB0241  ___________________________________________________________________
 KB0241  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KB0241  DYNAMIC HT  -         180.685 (meters)     592.80  (feet)  COMP
 KB0241  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 KB0241
 KB0241  VERT ORDER  -  FIRST     CLASS II
 KB0241
 KB0241.The horizontal coordinates were scaled from a topographic map and have
 KB0241.an estimated accuracy of +/- 6 seconds.
 KB0241
 KB0241.The orthometric height was determined by differential leveling
 KB0241.and adjusted by the National Geodetic Survey in June 1991..
 KB0241
 KB0241.The geoid height was determined by GEOID03.
 KB0241
 KB0241.The dynamic height is computed by dividing the NAVD 88
 KB0241.geopotential number by the normal gravity value computed on the
 KB0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0241.degrees latitude (g = 980.6199 gals.).
 KB0241
 KB0241.The modeled gravity was interpolated from observed gravity values.
 KB0241
 KB0241;                    North         East    Units  Estimated Accuracy
 KB0241;SPC IL E     -   281,600.      315,240.      MT  (+/- 180 meters Scaled)
 KB0241
 KB0241                          SUPERSEDED SURVEY CONTROL
 KB0241
 KB0241  NGVD 29 (??/??/92)  180.854  (m)          593.35   (f) ADJ UNCH    1 2
 KB0241
 KB0241.Superseded values are not recommended for survey control.
 KB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0241.See file dsdata.txt to determine how the superseded data were derived.
 KB0241
 KB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ001400(NAD 83)
 KB0241_MARKER: P = PIPE CAP
 KB0241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KB0241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KB0241_STAMPING: ILLINOIS 593 1906
 KB0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KB0241
 KB0241  HISTORY     - Date     Condition        Report By
 KB0241  HISTORY     - 1906     MONUMENTED       CGS
 KB0241  HISTORY     - 1956     GOOD             NGS
 KB0241  HISTORY     - 20050215 MARK NOT FOUND   ILDT
 KB0241
 KB0241                          STATION DESCRIPTION
 KB0241
 KB0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KB0241'2.8 MI S FROM GREENUP.
 KB0241'ABOUT 2.8 MILES SOUTHEAST AND SOUTH ALONG THE ILLINOIS CENTRAL
 KB0241'RAILROAD FROM THE STATION AT GREENUP, ABOUT 0.2 MILE NORTHWEST OF
 KB0241'CROSSING OF AN EAST-WEST GRAVEL ROAD, AT A PRIVATE FIELD ROAD
 KB0241'CROSSING, 284 FEET NORTH AND ACROSS TRACK FROM MILE POST P 145,
 KB0241'24.7 FEET EAST-NORTHEAST OF NEAR RAIL OF TRACK, 9 1/2 FEET
 KB0241'NORTH-NORTHWEST OF CENTER LINE OF FIELD ROAD, 83 1/2 FEET
 KB0241'EAST-NORTHEAST AND AT ABOUT RIGHT ANGLE ACROSS TRACK FROM A
 KB0241'45-INCH OAK TREE, 35 FEET SOUTH-SOUTHEAST OF THE FIRST TELEPHONE
 KB0241'POLE NORTH OF A FIELD ROAD CROSSING, 21 FEET NORTHWEST OF A FENCE
 KB0241'CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 KB0241'FOOT BELOW LEVEL OF TRACK AND IS A U.S.G.S. PIPE AND CAP
 KB0241'PROJECTING 6 INCHES.
 KB0241
 KB0241                          STATION RECOVERY (2005)
 KB0241
 KB0241'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB2124 ***********************************************************************
 LB2124  DESIGNATION -  M 300
 LB2124  PID         -  LB2124
 LB2124  STATE/COUNTY-  IL/VERMILION
 LB2124  USGS QUAD   -  DANVILLE SW (1978)
 LB2124
 LB2124                         *CURRENT SURVEY CONTROL
 LB2124  ___________________________________________________________________
 LB2124* NAD 83(1986)-  40 05 26.     (N)    087 40 20.     (W)     SCALED    
 LB2124* NAVD 88     -       198.133  (meters)     650.04   (feet)  ADJUSTED  
 LB2124  ___________________________________________________________________
 LB2124  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LB2124  DYNAMIC HT  -         198.035 (meters)     649.72  (feet)  COMP
 LB2124  MODELED GRAV-     980,126.3   (mgal)                       NAVD 88
 LB2124
 LB2124  VERT ORDER  -  FIRST     CLASS II
 LB2124
 LB2124.The horizontal coordinates were scaled from a topographic map and have
 LB2124.an estimated accuracy of +/- 6 seconds.
 LB2124
 LB2124.The orthometric height was determined by differential leveling
 LB2124.and adjusted by the National Geodetic Survey in June 1991..
 LB2124
 LB2124.The geoid height was determined by GEOID03.
 LB2124
 LB2124.The dynamic height is computed by dividing the NAVD 88
 LB2124.geopotential number by the normal gravity value computed on the
 LB2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB2124.degrees latitude (g = 980.6199 gals.).
 LB2124
 LB2124.The modeled gravity was interpolated from observed gravity values.
 LB2124
 LB2124;                    North         East    Units  Estimated Accuracy
 LB2124;SPC IL E     -   380,260.      356,380.      MT  (+/- 180 meters Scaled)
 LB2124
 LB2124                          SUPERSEDED SURVEY CONTROL
 LB2124
 LB2124.No superseded survey control is available for this station.
 LB2124
 LB2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK426380(NAD 83)
 LB2124_MARKER: I = METAL ROD
 LB2124_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LB2124_SP_SET: STAINLESS STEEL ROD
 LB2124_STAMPING: M 300 1986
 LB2124_MARK LOGO: NGS   
 LB2124_PROJECTION: FLUSH
 LB2124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LB2124_ROD/PIPE-DEPTH: 12.9 meters
 LB2124
 LB2124  HISTORY     - Date     Condition        Report By
 LB2124  HISTORY     - 1986     MONUMENTED       NGS
 LB2124
 LB2124                          STATION DESCRIPTION
 LB2124
 LB2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LB2124'5.7 KM (3.55 MI) SW FROM DANVILLE.
 LB2124'1.5 KM (0.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION
 LB2124'WITH U.S. HIGHWAY 136 IN DANVILLE, THENCE 4.2 KM (2.6 MI)
 LB2124'SOUTHWESTERLY ALONG COUNTY ROAD 506, 11.6 M (38.1 FT) SOUTH OF THE
 LB2124'CENTERLINE OF THE ROAD, 9.8 M (32.2 FT) NORTH OF A UTILITY POLE, AND
 LB2124'1.0 M (3.3 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 LB2124'HAD THROUGH A 5-INCH LOGO CAP.
 LB2124'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LB2124'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1651 ***********************************************************************
 LC1651  DESIGNATION -  M 301
 LC1651  PID         -  LC1651
 LC1651  STATE/COUNTY-  IL/CHAMPAIGN
 LC1651  USGS QUAD   -  URBANA (1975)
 LC1651
 LC1651                         *CURRENT SURVEY CONTROL
 LC1651  ___________________________________________________________________
 LC1651* NAD 83(1986)-  40 04 49.     (N)    088 09 42.     (W)     SCALED    
 LC1651* NAVD 88     -       213.589  (meters)     700.75   (feet)  ADJUSTED  
 LC1651  ___________________________________________________________________
 LC1651  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 LC1651  DYNAMIC HT  -         213.480 (meters)     700.39  (feet)  COMP
 LC1651  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 LC1651
 LC1651  VERT ORDER  -  FIRST     CLASS II
 LC1651
 LC1651.The horizontal coordinates were scaled from a topographic map and have
 LC1651.an estimated accuracy of +/- 6 seconds.
 LC1651
 LC1651.The orthometric height was determined by differential leveling
 LC1651.and adjusted by the National Geodetic Survey in June 1991..
 LC1651
 LC1651.The geoid height was determined by GEOID03.
 LC1651
 LC1651.The dynamic height is computed by dividing the NAVD 88
 LC1651.geopotential number by the normal gravity value computed on the
 LC1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1651.degrees latitude (g = 980.6199 gals.).
 LC1651
 LC1651.The modeled gravity was interpolated from observed gravity values.
 LC1651
 LC1651;                    North         East    Units  Estimated Accuracy
 LC1651;SPC IL E     -   378,930.      314,640.      MT  (+/- 180 meters Scaled)
 LC1651
 LC1651                          SUPERSEDED SURVEY CONTROL
 LC1651
 LC1651.No superseded survey control is available for this station.
 LC1651
 LC1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK009373(NAD 83)
 LC1651_MARKER: I = METAL ROD
 LC1651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LC1651_SP_SET: STAINLESS STEEL ROD
 LC1651_STAMPING: M 301 1986
 LC1651_MARK LOGO: NGS   
 LC1651_PROJECTION: FLUSH
 LC1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 LC1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LC1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LC1651+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 LC1651_ROD/PIPE-DEPTH: 12.2 meters
 LC1651
 LC1651  HISTORY     - Date     Condition        Report By
 LC1651  HISTORY     - 1986     MONUMENTED       NGS
 LC1651  HISTORY     - 20001229 GOOD             ZAMBRA
 LC1651  HISTORY     - 20051123 GOOD             ILDT
 LC1651
 LC1651                          STATION DESCRIPTION
 LC1651
 LC1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LC1651'7.3 KM (4.55 MI) SOUTH FROM URBANA.
 LC1651'7.3 KM (4.55 MI) SOUTHERLY ALONG STATE HIGHWAY 130 FROM ITS JUNCTION
 LC1651'WITH U.S. HIGHWAY 150 IN URBANA, 22.2 M (72.8 FT) EAST OF THE
 LC1651'CENTERLINE OF THE HIGHWAY, 17.8 M (58.4 FT) WEST-NORTHWEST OF A WATER
 LC1651'WELL, 13.2 M (43.3 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST,
 LC1651'AND 1.0 M (3.3 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 LC1651'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LC1651'THE MARK IS 3.3 METERS  S FROM  A WITNESS POST
 LC1651'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 LC1651
 LC1651                          STATION RECOVERY (2000)
 LC1651
 LC1651'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 LC1651'RECOVERY NOTE BY ZAMBRANA ENGINEERING, INC 2000 (NRB) STATION
 LC1651'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LC1651'
 LC1651
 LC1651                          STATION RECOVERY (2005)
 LC1651
 LC1651'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (MEY)
 LC1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0026 ***********************************************************************
 LD0026  DESIGNATION -  M 31
 LD0026  PID         -  LD0026
 LD0026  STATE/COUNTY-  IL/KNOX
 LD0026  USGS QUAD   -  APPLETON (1982)
 LD0026
 LD0026                         *CURRENT SURVEY CONTROL
 LD0026  ___________________________________________________________________
 LD0026* NAD 83(1986)-  40 55 30.     (N)    090 12 10.     (W)     SCALED    
 LD0026* NAVD 88     -       193.537  (meters)     634.96   (feet)  ADJUSTED  
 LD0026  ___________________________________________________________________
 LD0026  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LD0026  DYNAMIC HT  -         193.451 (meters)     634.68  (feet)  COMP
 LD0026  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 LD0026
 LD0026  VERT ORDER  -  SECOND    CLASS 0
 LD0026
 LD0026.The horizontal coordinates were scaled from a topographic map and have
 LD0026.an estimated accuracy of +/- 6 seconds.
 LD0026
 LD0026.The orthometric height was determined by differential leveling
 LD0026.and adjusted by the National Geodetic Survey in June 1991..
 LD0026
 LD0026.The geoid height was determined by GEOID03.
 LD0026
 LD0026.The dynamic height is computed by dividing the NAVD 88
 LD0026.geopotential number by the normal gravity value computed on the
 LD0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0026.degrees latitude (g = 980.6199 gals.).
 LD0026
 LD0026.The modeled gravity was interpolated from observed gravity values.
 LD0026
 LD0026;                    North         East    Units  Estimated Accuracy
 LD0026;SPC IL W     -   472,700.      696,960.      MT  (+/- 180 meters Scaled)
 LD0026
 LD0026                          SUPERSEDED SURVEY CONTROL
 LD0026
 LD0026  NGVD 29 (??/??/92)  193.600  (m)          635.17   (f) ADJ UNCH    2 0
 LD0026
 LD0026.Superseded values are not recommended for survey control.
 LD0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0026.See file dsdata.txt to determine how the superseded data were derived.
 LD0026
 LD0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF355341(NAD 83)
 LD0026_MARKER: DB = BENCH MARK DISK
 LD0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LD0026_SP_SET: BRIDGE
 LD0026_STAMPING: M 31 1934
 LD0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LD0026
 LD0026  HISTORY     - Date     Condition        Report By
 LD0026  HISTORY     - 1934     MONUMENTED       CGS
 LD0026  HISTORY     - 1959     GOOD             NGS
 LD0026  HISTORY     - 19971031 MARK NOT FOUND   USPSQD
 LD0026
 LD0026                          STATION DESCRIPTION
 LD0026
 LD0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LD0026'2.4 MI W FROM APPLETON.
 LD0026'ABOUT 2.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 LD0026'RAILWAY FROM THE STATION AT APPLETON, ABOUT 8 TELEPHONE POLES
 LD0026'EAST OF A ROAD CROSSING, AT RAILWAY BRIDGE 168 A, SET IN THE TOP
 LD0026'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, ABOUT 1 1/2
 LD0026'FEET BELOW THE LEVEL OF THE TRACK.
 LD0026
 LD0026                          STATION RECOVERY (1997)
 LD0026
 LD0026'RECOVERY NOTE BY US POWER SQUADRON 1997
 LD0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0446 ***********************************************************************
 LD0446  DESIGNATION -  M 32
 LD0446  PID         -  LD0446
 LD0446  STATE/COUNTY-  IL/WARREN
 LD0446  USGS QUAD   -  MONMOUTH (1982)
 LD0446
 LD0446                         *CURRENT SURVEY CONTROL
 LD0446  ___________________________________________________________________
 LD0446* NAD 83(1986)-  40 54 22.     (N)    090 39 11.     (W)     SCALED    
 LD0446* NAVD 88     -       236.206  (meters)     774.95   (feet)  ADJUSTED  
 LD0446  ___________________________________________________________________
 LD0446  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LD0446  DYNAMIC HT  -         236.100 (meters)     774.60  (feet)  COMP
 LD0446  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 LD0446
 LD0446  VERT ORDER  -  SECOND    CLASS 0
 LD0446
 LD0446.The horizontal coordinates were scaled from a topographic map and have
 LD0446.an estimated accuracy of +/- 6 seconds.
 LD0446
 LD0446.The orthometric height was determined by differential leveling
 LD0446.and adjusted by the National Geodetic Survey in June 1991..
 LD0446
 LD0446.The geoid height was determined by GEOID03.
 LD0446
 LD0446.The dynamic height is computed by dividing the NAVD 88
 LD0446.geopotential number by the normal gravity value computed on the
 LD0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0446.degrees latitude (g = 980.6199 gals.).
 LD0446
 LD0446.The modeled gravity was interpolated from observed gravity values.
 LD0446
 LD0446;                    North         East    Units  Estimated Accuracy
 LD0446;SPC IL W     -   470,710.      659,020.      MT  (+/- 180 meters Scaled)
 LD0446
 LD0446                          SUPERSEDED SURVEY CONTROL
 LD0446
 LD0446  NGVD 29 (??/??/92)  236.262  (m)          775.14   (f) ADJ UNCH    2 0
 LD0446
 LD0446.Superseded values are not recommended for survey control.
 LD0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0446.See file dsdata.txt to determine how the superseded data were derived.
 LD0446
 LD0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXF976309(NAD 83)
 LD0446_MARKER: DB = BENCH MARK DISK
 LD0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0446_STAMPING: M 32 1934
 LD0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0446+STABILITY: SURFACE MOTION
 LD0446
 LD0446  HISTORY     - Date     Condition        Report By
 LD0446  HISTORY     - 1934     MONUMENTED       CGS
 LD0446  HISTORY     - 1943     GOOD             NGS
 LD0446  HISTORY     - 1979     MARK NOT FOUND   USGS
 LD0446  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LD0446
 LD0446                          STATION DESCRIPTION
 LD0446
 LD0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LD0446'AT MONMOUTH.
 LD0446'AT MONMOUTH, WARREN COUNTY, 200 YARDS EAST OF THE CHICAGO,
 LD0446'BURLINGTON AND QUINCY RAILROAD STATION, AT THE CROSSING OF SOUTH
 LD0446'D STREET, 75 FEET EAST OF THE CENTERLINE OF THE STREET, 19 FEET
 LD0446'SOUTH OF THE CENTERLINE OF THE SOUTH TRACK, AND 3 FEET NORTH
 LD0446'OF A POLE.  A STANDARD DISK, STAMPED M 32 1934 AND SET IN THE
 LD0446'TOP OF A CONCRETE POST.
 LD0446
 LD0446                          STATION RECOVERY (1979)
 LD0446
 LD0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 LD0446'MARK NOT FOUND.
 LD0446
 LD0446                          STATION RECOVERY (2001)
 LD0446
 LD0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LD0446'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0509 ***********************************************************************
 LD0509  DESIGNATION -  M 33
 LD0509  PID         -  LD0509
 LD0509  STATE/COUNTY-  IL/HANCOCK
 LD0509  USGS QUAD   -  BURNSIDE (1964)
 LD0509
 LD0509                         *CURRENT SURVEY CONTROL
 LD0509  ___________________________________________________________________
 LD0509* NAD 83(1986)-  40 36 21.     (N)    091 00 31.     (W)     SCALED    
 LD0509* NAVD 88     -       200.565  (meters)     658.02   (feet)  ADJUSTED  
 LD0509  ___________________________________________________________________
 LD0509  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LD0509  DYNAMIC HT  -         200.467 (meters)     657.70  (feet)  COMP
 LD0509  MODELED GRAV-     980,134.6   (mgal)                       NAVD 88
 LD0509
 LD0509  VERT ORDER  -  SECOND    CLASS 0
 LD0509
 LD0509.The horizontal coordinates were scaled from a topographic map and have
 LD0509.an estimated accuracy of +/- 6 seconds.
 LD0509
 LD0509.The orthometric height was determined by differential leveling
 LD0509.and adjusted by the National Geodetic Survey in June 1991..
 LD0509
 LD0509.The geoid height was determined by GEOID03.
 LD0509
 LD0509.The dynamic height is computed by dividing the NAVD 88
 LD0509.geopotential number by the normal gravity value computed on the
 LD0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0509.degrees latitude (g = 980.6199 gals.).
 LD0509
 LD0509.The modeled gravity was interpolated from observed gravity values.
 LD0509
 LD0509;                    North         East    Units  Estimated Accuracy
 LD0509;SPC IL W     -   437,600.      628,750.      MT  (+/- 180 meters Scaled)
 LD0509
 LD0509                          SUPERSEDED SURVEY CONTROL
 LD0509
 LD0509  NGVD 29 (??/??/92)  200.618  (m)          658.19   (f) ADJ UNCH    2 0
 LD0509
 LD0509.Superseded values are not recommended for survey control.
 LD0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0509.See file dsdata.txt to determine how the superseded data were derived.
 LD0509
 LD0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXE684969(NAD 83)
 LD0509_MARKER: DB = BENCH MARK DISK
 LD0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0509_STAMPING: M 33 1934
 LD0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0509+STABILITY: SURFACE MOTION
 LD0509
 LD0509  HISTORY     - Date     Condition        Report By
 LD0509  HISTORY     - 1934     MONUMENTED       CGS
 LD0509
 LD0509                          STATION DESCRIPTION
 LD0509
 LD0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0509'3 MI NW FROM LA HARPE.
 LD0509'3.0 MILES NORTHWEST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD
 LD0509'FROM THE STATION AT LA HARPE, HANCOCK COUNTY, 15-1/2 POLES
 LD0509'SOUTHEAST OF MILEPOST 199, 60 FEET NORTHWEST OF THE CENTER OF A
 LD0509'ROAD CROSSING, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 LD0509'5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 18 INCHES
 LD0509'ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED M 33 1934
 LD0509'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0318 ***********************************************************************
 LD0318  DESIGNATION -  M 35
 LD0318  PID         -  LD0318
 LD0318  STATE/COUNTY-  IL/MASON
 LD0318  USGS QUAD   -  KILBOURNE (1981)
 LD0318
 LD0318                         *CURRENT SURVEY CONTROL
 LD0318  ___________________________________________________________________
 LD0318* NAD 83(1986)-  40 14 33.     (N)    090 02 33.     (W)     SCALED    
 LD0318* NAVD 88     -       147.645  (meters)     484.40   (feet)  ADJUSTED  
 LD0318  ___________________________________________________________________
 LD0318  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LD0318  DYNAMIC HT  -         147.571 (meters)     484.16  (feet)  COMP
 LD0318  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 LD0318
 LD0318  VERT ORDER  -  SECOND    CLASS 0
 LD0318
 LD0318.The horizontal coordinates were scaled from a topographic map and have
 LD0318.an estimated accuracy of +/- 6 seconds.
 LD0318
 LD0318.The orthometric height was determined by differential leveling
 LD0318.and adjusted by the National Geodetic Survey in June 1991..
 LD0318
 LD0318.The geoid height was determined by GEOID03.
 LD0318
 LD0318.The dynamic height is computed by dividing the NAVD 88
 LD0318.geopotential number by the normal gravity value computed on the
 LD0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0318.degrees latitude (g = 980.6199 gals.).
 LD0318
 LD0318.The modeled gravity was interpolated from observed gravity values.
 LD0318
 LD0318;                    North         East    Units  Estimated Accuracy
 LD0318;SPC IL W     -   396,920.      710,570.      MT  (+/- 180 meters Scaled)
 LD0318
 LD0318                          SUPERSEDED SURVEY CONTROL
 LD0318
 LD0318  NGVD 29 (??/??/92)  147.741  (m)          484.71   (f) ADJ UNCH    2 0
 LD0318
 LD0318.Superseded values are not recommended for survey control.
 LD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0318.See file dsdata.txt to determine how the superseded data were derived.
 LD0318
 LD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE515588(NAD 83)
 LD0318_MARKER: DB = BENCH MARK DISK
 LD0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LD0318_STAMPING: M 35 1934
 LD0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0318+STABILITY: SURFACE MOTION
 LD0318
 LD0318  HISTORY     - Date     Condition        Report By
 LD0318  HISTORY     - 1934     MONUMENTED       CGS
 LD0318
 LD0318                          STATION DESCRIPTION
 LD0318
 LD0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LD0318'AT KELSEY.
 LD0318'AT KELSEY, MASON COUNTY, ON THE CHICAGO AND ILLINOIS MIDLAND
 LD0318'RAILWAY, 50 FEET SOUTH OF THE STATION SIGNBOARD, ONE POLE SOUTH
 LD0318'OF MILEPOST 45, AT A PRIVATE-ROAD CROSSING, 29 FEET EAST OF THE
 LD0318'CENTERLINE OF THE TRACK, 24 FEET SOUTH OF THE CENTERLINE OF THE
 LD0318'ROAD, AND 3 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER POST.  A
 LD0318'STANDARD DISK, STAMPED M 35 1934 AND SET IN THE TOP OF A CONCRETE
 LD0318'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB1006 ***********************************************************************
 KB1006  DESIGNATION -  M 36
 KB1006  PID         -  KB1006
 KB1006  STATE/COUNTY-  IL/SANGAMON
 KB1006  USGS QUAD   -  SPRINGFIELD EAST (1976)
 KB1006
 KB1006                         *CURRENT SURVEY CONTROL
 KB1006  ___________________________________________________________________
 KB1006* NAD 83(1986)-  39 51 06.     (N)    089 36 52.     (W)     SCALED    
 KB1006* NAVD 88     -       172.563  (meters)     566.15   (feet)  ADJUSTED  
 KB1006  ___________________________________________________________________
 KB1006  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KB1006  DYNAMIC HT  -         172.469 (meters)     565.84  (feet)  COMP
 KB1006  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KB1006
 KB1006  VERT ORDER  -  SECOND    CLASS 0
 KB1006
 KB1006.The horizontal coordinates were scaled from a topographic map and have
 KB1006.an estimated accuracy of +/- 6 seconds.
 KB1006
 KB1006.The orthometric height was determined by differential leveling
 KB1006.and adjusted by the National Geodetic Survey in June 1991..
 KB1006
 KB1006.The geoid height was determined by GEOID03.
 KB1006
 KB1006.The dynamic height is computed by dividing the NAVD 88
 KB1006.geopotential number by the normal gravity value computed on the
 KB1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB1006.degrees latitude (g = 980.6199 gals.).
 KB1006
 KB1006.The modeled gravity was interpolated from observed gravity values.
 KB1006
 KB1006;                    North         East    Units  Estimated Accuracy
 KB1006;SPC IL W     -   353,670.      747,260.      MT  (+/- 180 meters Scaled)
 KB1006
 KB1006                          SUPERSEDED SURVEY CONTROL
 KB1006
 KB1006  NGVD 29 (??/??/92)  172.658  (m)          566.46   (f) ADJ UNCH    2 0
 KB1006
 KB1006.Superseded values are not recommended for survey control.
 KB1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB1006.See file dsdata.txt to determine how the superseded data were derived.
 KB1006
 KB1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK763145(NAD 83)
 KB1006_MARKER: DB = BENCH MARK DISK
 KB1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB1006_STAMPING: M 36 1934
 KB1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB1006+STABILITY: SURFACE MOTION
 KB1006
 KB1006  HISTORY     - Date     Condition        Report By
 KB1006  HISTORY     - 1934     MONUMENTED       CGS
 KB1006  HISTORY     - 1943     GOOD             NGS
 KB1006
 KB1006                          STATION DESCRIPTION
 KB1006
 KB1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KB1006'1.8 MI N FROM RIDGELY.
 KB1006'1.8 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 KB1006'THE YARD MASTERS OFFICE AT RIDGELY, SANGAMON COUNTY, 10 POLES
 KB1006'SOUTHWEST OF A DOUBLE TRACK SPLIT, TWO POLES NORTHEAST OF SEMAPHORE
 KB1006'202, 24 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHEAST TRACK,
 KB1006'4 FEET NORTHWEST OF A TELEPHONE POLE, AND ABOUT 1 FOOT ABOVE THE
 KB1006'LEVEL OF THE RAIL.  A STANDARD DISK, STAMPED M 36 1934 AND SET
 KB1006'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1209 ***********************************************************************
 LC1209  DESIGNATION -  M 37
 LC1209  PID         -  LC1209
 LC1209  STATE/COUNTY-  IL/TAZEWELL
 LC1209  USGS QUAD   -  SOUTH PEKIN (1979)
 LC1209
 LC1209                         *CURRENT SURVEY CONTROL
 LC1209  ___________________________________________________________________
 LC1209* NAD 83(1986)-  40 26 28.     (N)    089 38 00.     (W)     SCALED    
 LC1209* NAVD 88     -       151.541  (meters)     497.18   (feet)  ADJUSTED  
 LC1209  ___________________________________________________________________
 LC1209  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LC1209  DYNAMIC HT  -         151.468 (meters)     496.94  (feet)  COMP
 LC1209  MODELED GRAV-     980,143.1   (mgal)                       NAVD 88
 LC1209
 LC1209  VERT ORDER  -  SECOND    CLASS 0
 LC1209
 LC1209.The horizontal coordinates were scaled from a topographic map and have
 LC1209.an estimated accuracy of +/- 6 seconds.
 LC1209
 LC1209.The orthometric height was determined by differential leveling
 LC1209.and adjusted by the National Geodetic Survey in June 1991..
 LC1209
 LC1209.The geoid height was determined by GEOID03.
 LC1209
 LC1209.The dynamic height is computed by dividing the NAVD 88
 LC1209.geopotential number by the normal gravity value computed on the
 LC1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1209.degrees latitude (g = 980.6199 gals.).
 LC1209
 LC1209.The modeled gravity was interpolated from observed gravity values.
 LC1209
 LC1209;                    North         East    Units  Estimated Accuracy
 LC1209;SPC IL W     -   419,100.      745,250.      MT  (+/- 180 meters Scaled)
 LC1209
 LC1209                          SUPERSEDED SURVEY CONTROL
 LC1209
 LC1209  NGVD 29 (??/??/92)  151.643  (m)          497.52   (f) ADJ UNCH    2 0
 LC1209
 LC1209.Superseded values are not recommended for survey control.
 LC1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1209.See file dsdata.txt to determine how the superseded data were derived.
 LC1209
 LC1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBK766800(NAD 83)
 LC1209_MARKER: DB = BENCH MARK DISK
 LC1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1209_STAMPING: M 37 1934
 LC1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1209+STABILITY: SURFACE MOTION
 LC1209
 LC1209  HISTORY     - Date     Condition        Report By
 LC1209  HISTORY     - 1934     MONUMENTED       CGS
 LC1209  HISTORY     - 1954     GOOD             NGS
 LC1209  HISTORY     - 1971     MARK NOT FOUND   USGS
 LC1209  HISTORY     - 1977     MARK NOT FOUND   LOCSUR
 LC1209
 LC1209                          STATION DESCRIPTION
 LC1209
 LC1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LC1209'2.5 MI N FROM GREEN VALLEY.
 LC1209'ABOUT 2.5 MILES NORTH ALONG THE GULF, MOBILE AND OHIO RAILROAD
 LC1209'FROM THE CROSSING OF THE ILLINOIS CENTRAL RAILROAD AT GREEN
 LC1209'VALLEY, ABOUT 9 TELEPHONE POLES NORTH OF MILE POST 173, AT A
 LC1209'GRAVEL ROAD CROSSING, 110 FEET WEST OF WEST RAIL, 116 1/2 FEET
 LC1209'WEST-SOUTHWEST OF CENTER OF CROSSING, 21 FEET SOUTH OF CENTER
 LC1209'LINE OF ROAD, 68 1/2 FEET WEST OF A POWER POLE WHICH IS IN A
 LC1209'FENCE CORNER, 1.8 FEET NORTH OF AN EAST-WEST FENCE LINE, ABOUT
 LC1209'11 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 LC1209'POST ABOUT FLUSH WITH GROUND.
 LC1209
 LC1209                          STATION RECOVERY (1971)
 LC1209
 LC1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LC1209'MARK NOT FOUND.
 LC1209
 LC1209                          STATION RECOVERY (1977)
 LC1209
 LC1209'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 LC1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC1159 ***********************************************************************
 LC1159  DESIGNATION -  M 38
 LC1159  PID         -  LC1159
 LC1159  STATE/COUNTY-  IL/LOGAN
 LC1159  USGS QUAD   -  LINCOLN EAST (1980)
 LC1159
 LC1159                         *CURRENT SURVEY CONTROL
 LC1159  ___________________________________________________________________
 LC1159* NAD 83(1986)-  40 08 33.     (N)    089 20 43.     (W)     SCALED    
 LC1159* NAVD 88     -       178.494  (meters)     585.61   (feet)  ADJUSTED  
 LC1159  ___________________________________________________________________
 LC1159  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LC1159  DYNAMIC HT  -         178.402 (meters)     585.31  (feet)  COMP
 LC1159  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 LC1159
 LC1159  VERT ORDER  -  SECOND    CLASS 0
 LC1159
 LC1159.The horizontal coordinates were scaled from a topographic map and have
 LC1159.an estimated accuracy of +/- 6 seconds.
 LC1159
 LC1159.The orthometric height was determined by differential leveling
 LC1159.and adjusted by the National Geodetic Survey in June 1991..
 LC1159
 LC1159.The geoid height was determined by GEOID03.
 LC1159
 LC1159.The dynamic height is computed by dividing the NAVD 88
 LC1159.geopotential number by the normal gravity value computed on the
 LC1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC1159.degrees latitude (g = 980.6199 gals.).
 LC1159
 LC1159.The modeled gravity was interpolated from observed gravity values.
 LC1159
 LC1159;                    North         East    Units  Estimated Accuracy
 LC1159;SPC IL W     -   386,130.      769,990.      MT  (+/- 180 meters Scaled)
 LC1159
 LC1159                          SUPERSEDED SURVEY CONTROL
 LC1159
 LC1159  NGVD 29 (??/??/92)  178.577  (m)          585.88   (f) ADJ UNCH    2 0
 LC1159
 LC1159.Superseded values are not recommended for survey control.
 LC1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC1159.See file dsdata.txt to determine how the superseded data were derived.
 LC1159
 LC1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK002462(NAD 83)
 LC1159_MARKER: DB = BENCH MARK DISK
 LC1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC1159_STAMPING: M 38 1934
 LC1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC1159+STABILITY: SURFACE MOTION
 LC1159
 LC1159  HISTORY     - Date     Condition        Report By
 LC1159  HISTORY     - 1934     MONUMENTED       CGS
 LC1159  HISTORY     - 1975     MARK NOT FOUND   USGS
 LC1159
 LC1159                          STATION DESCRIPTION
 LC1159
 LC1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC1159'1.2 MI E FROM LINCOLN.
 LC1159'1.2 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 LC1159'FREIGHT STATION AT LINCOLN, LOGAN COUNTY, 1-1/2 POLES WEST OF
 LC1159'MILEPOST 61, AT A BRANCH LINE CROSSING, 105 FEET SOUTH OF THE
 LC1159'CENTERLINE OF THE HAVANA-CHAMPAIGN TRACK, 30 FEET WEST OF THE
 LC1159'CENTERLINE OF THE MAIN TRACK, 5 FEET NORTH OF A POLE, AND LEVEL
 LC1159'WITH THE TRACK.  A STANDARD DISK, STAMPED M 38 1934 AND SET
 LC1159'IN THE TOP OF A CONCRETE POST.
 LC1159
 LC1159                          STATION RECOVERY (1975)
 LC1159
 LC1159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LC1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0533 ***********************************************************************
 LC0533  DESIGNATION -  M 39
 LC0533  PID         -  LC0533
 LC0533  STATE/COUNTY-  IL/MCLEAN
 LC0533  USGS QUAD   -  SAYBROOK (1983)
 LC0533
 LC0533                         *CURRENT SURVEY CONTROL
 LC0533  ___________________________________________________________________
 LC0533* NAD 83(1986)-  40 26 41.     (N)    088 35 36.     (W)     SCALED    
 LC0533* NAVD 88     -       254.166  (meters)     833.88   (feet)  ADJUSTED  
 LC0533  ___________________________________________________________________
 LC0533  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LC0533  DYNAMIC HT  -         254.042 (meters)     833.47  (feet)  COMP
 LC0533  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LC0533
 LC0533  VERT ORDER  -  SECOND    CLASS 0
 LC0533
 LC0533.The horizontal coordinates were scaled from a topographic map and have
 LC0533.an estimated accuracy of +/- 6 seconds.
 LC0533
 LC0533.The orthometric height was determined by differential leveling
 LC0533.and adjusted by the National Geodetic Survey in June 1991..
 LC0533
 LC0533.The geoid height was determined by GEOID03.
 LC0533
 LC0533.The dynamic height is computed by dividing the NAVD 88
 LC0533.geopotential number by the normal gravity value computed on the
 LC0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0533.degrees latitude (g = 980.6199 gals.).
 LC0533
 LC0533.The modeled gravity was interpolated from observed gravity values.
 LC0533
 LC0533;                    North         East    Units  Estimated Accuracy
 LC0533;SPC IL E     -   419,410.      277,940.      MT  (+/- 180 meters Scaled)
 LC0533
 LC0533                          SUPERSEDED SURVEY CONTROL
 LC0533
 LC0533  NGVD 29 (??/??/92)  254.218  (m)          834.05   (f) ADJ UNCH    2 0
 LC0533
 LC0533.Superseded values are not recommended for survey control.
 LC0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0533.See file dsdata.txt to determine how the superseded data were derived.
 LC0533
 LC0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK648783(NAD 83)
 LC0533_MARKER: DB = BENCH MARK DISK
 LC0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0533_STAMPING: M 39 1934
 LC0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0533+STABILITY: SURFACE MOTION
 LC0533
 LC0533  HISTORY     - Date     Condition        Report By
 LC0533  HISTORY     - 1934     MONUMENTED       CGS
 LC0533  HISTORY     - 1951     MARK NOT FOUND   NGS
 LC0533
 LC0533                          STATION DESCRIPTION
 LC0533
 LC0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LC0533'2 MI E FROM ARROWSMITH.
 LC0533'2.0 MILES EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LC0533'FROM THE HIGH SCHOOL AT ARROWSMITH, MCLEAN  COURT, 75 FEET
 LC0533'WEST OF MILEPOST 353, 21 FEET EAST OF THE CENTERLINE OF A
 LC0533'PUBLIC-ROAD CROSSING, 18 FEET SOUTH OF THE CENTERLINE OF THE
 LC0533'TRACK, 2 FEET NORTHEAST OF A CORNER OF THE RIGHT-OF-WAY FENCE,
 LC0533'AND 4-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LC0533'M 39 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SEARCHED
 LC0533'FOR BUT NOT RECOVERED IN OCTOBER 1951.
 LC0533
 LC0533                          STATION RECOVERY (1951)
 LC0533
 LC0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LC0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1438 ***********************************************************************
 KA1438  DESIGNATION -  M 4
 KA1438  PID         -  KA1438
 KA1438  STATE/COUNTY-  IL/VERMILION
 KA1438  USGS QUAD   -  SIDELL (1982)
 KA1438
 KA1438                         *CURRENT SURVEY CONTROL
 KA1438  ___________________________________________________________________
 KA1438* NAD 83(1986)-  39 59 25.     (N)    087 48 21.     (W)     SCALED    
 KA1438* NAVD 88     -       206.379  (meters)     677.10   (feet)  ADJUSTED  
 KA1438  ___________________________________________________________________
 KA1438  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KA1438  DYNAMIC HT  -         206.274 (meters)     676.75  (feet)  COMP
 KA1438  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 KA1438
 KA1438  VERT ORDER  -  FIRST     CLASS II
 KA1438
 KA1438.The horizontal coordinates were scaled from a topographic map and have
 KA1438.an estimated accuracy of +/- 6 seconds.
 KA1438
 KA1438.The orthometric height was determined by differential leveling
 KA1438.and adjusted by the National Geodetic Survey in June 1991..
 KA1438
 KA1438.The geoid height was determined by GEOID03.
 KA1438
 KA1438.The dynamic height is computed by dividing the NAVD 88
 KA1438.geopotential number by the normal gravity value computed on the
 KA1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1438.degrees latitude (g = 980.6199 gals.).
 KA1438
 KA1438.The modeled gravity was interpolated from observed gravity values.
 KA1438
 KA1438;                    North         East    Units  Estimated Accuracy
 KA1438;SPC IL E     -   369,050.      345,050.      MT  (+/- 180 meters Scaled)
 KA1438
 KA1438                          SUPERSEDED SURVEY CONTROL
 KA1438
 KA1438  NGVD 29 (??/??/92)  206.437  (m)          677.29   (f) ADJ UNCH    1 2
 KA1438
 KA1438.Superseded values are not recommended for survey control.
 KA1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1438.See file dsdata.txt to determine how the superseded data were derived.
 KA1438
 KA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDK312269(NAD 83)
 KA1438_MARKER: P = PIPE CAP
 KA1438_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KA1438_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KA1438_STAMPING: 677 1906
 KA1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KA1438
 KA1438  HISTORY     - Date     Condition        Report By
 KA1438  HISTORY     - 1906     MONUMENTED       USGS
 KA1438  HISTORY     - 1954     GOOD             NGS
 KA1438
 KA1438                          STATION DESCRIPTION
 KA1438
 KA1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KA1438'4.9 MI SE FROM FAIRMOUNT.
 KA1438'ABOUT 3.9 MILES SOUTH ALONG A PAVED ROAD LEADING TO SIDELL FROM
 KA1438'THE CROSSING OF THE WABASH RAILROAD AT FAIRMOUNT, THENCE ABOUT
 KA1438'1.0 MILE EAST ALONG A ROAD, AT JAMAICA, 105 FEET WEST-NORTHWEST
 KA1438'OF CENTER OF CROSSING OF EAST-WEST ROAD AND THE MAIN TRACK, 32
 KA1438'FEET NORTH OF CENTER LINE OF EAST-WEST ROAD, 14 FEET WEST OF
 KA1438'CENTER LINE OF GRAVEL DRIVE LEADING NORTH, 1.1 FEET NORTHEAST
 KA1438'OF NORTHEAST CORNER OF EAST END OF A CONCRETE SIDE WALK, 102
 KA1438'FEET NORTHWEST AND ACROSS ROAD FROM THE NORTHWEST CORNER OF
 KA1438'RAILROAD STATION, ABOUT 1 FOOT BELOW LEVEL OF EAST-WEST ROAD,
 KA1438'AND IS A U.S.G.S. PIPE AND CAP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1867 ***********************************************************************
 LB1867  DESIGNATION -  M 40
 LB1867  PID         -  LB1867
 LB1867  STATE/COUNTY-  IL/VERMILION
 LB1867  USGS QUAD   -  RANKIN (1984)
 LB1867
 LB1867                         *CURRENT SURVEY CONTROL
 LB1867  ___________________________________________________________________
 LB1867* NAD 83(1986)-  40 27 54.     (N)    087 53 22.     (W)     SCALED    
 LB1867* NAVD 88     -       216.244  (meters)     709.46   (feet)  ADJUSTED  
 LB1867  ___________________________________________________________________
 LB1867  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LB1867  DYNAMIC HT  -         216.141 (meters)     709.12  (feet)  COMP
 LB1867  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 LB1867
 LB1867  VERT ORDER  -  SECOND    CLASS 0
 LB1867
 LB1867.The horizontal coordinates were scaled from a topographic map and have
 LB1867.an estimated accuracy of +/- 6 seconds.
 LB1867
 LB1867.The orthometric height was determined by differential leveling
 LB1867.and adjusted by the National Geodetic Survey in June 1991..
 LB1867
 LB1867.The geoid height was determined by GEOID03.
 LB1867
 LB1867.The dynamic height is computed by dividing the NAVD 88
 LB1867.geopotential number by the normal gravity value computed on the
 LB1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1867.degrees latitude (g = 980.6199 gals.).
 LB1867
 LB1867.The modeled gravity was interpolated from observed gravity values.
 LB1867
 LB1867;                    North         East    Units  Estimated Accuracy
 LB1867;SPC IL E     -   421,730.      337,650.      MT  (+/- 180 meters Scaled)
 LB1867
 LB1867                          SUPERSEDED SURVEY CONTROL
 LB1867
 LB1867  NGVD 29 (??/??/92)  216.304  (m)          709.66   (f) ADJ UNCH    2 0
 LB1867
 LB1867.Superseded values are not recommended for survey control.
 LB1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1867.See file dsdata.txt to determine how the superseded data were derived.
 LB1867
 LB1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK245797(NAD 83)
 LB1867_MARKER: DB = BENCH MARK DISK
 LB1867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LB1867_SP_SET: CULVERT
 LB1867_STAMPING: M 40 1935
 LB1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LB1867
 LB1867  HISTORY     - Date     Condition        Report By
 LB1867  HISTORY     - 1935     MONUMENTED       CGS
 LB1867
 LB1867                          STATION DESCRIPTION
 LB1867
 LB1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1867'0.4 MI E FROM RANKIN.
 LB1867'0.4 MILE EAST ALONG THE NEW YORK, CHICAGO AND ST. LOUIS RAILROAD
 LB1867'FROM THE STATION AT RANKIN, VERMILION COUNTY, MIDWAY BETWEEN POLES
 LB1867'314+07 314+08, 20 FEET WEST OF A SIDING SWITCH, 11 FEET SOUTH
 LB1867'OF THE CENTERLINE OF THE TRACK, AT A DOUBLE 6-FOOT ARCH CULVERT,
 LB1867'IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH CONCRETE HEADWALL,
 LB1867'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LB1867'M 40 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LB1949 ***********************************************************************
 LB1949  DESIGNATION -  M 41
 LB1949  PID         -  LB1949
 LB1949  STATE/COUNTY-  IL/IROQUOIS
 LB1949  USGS QUAD   -  WATSEKA (1964)
 LB1949
 LB1949                         *CURRENT SURVEY CONTROL
 LB1949  ___________________________________________________________________
 LB1949* NAD 83(1986)-  40 46 32.     (N)    087 44 14.     (W)     SCALED    
 LB1949* NAVD 88     -       194.087  (meters)     636.77   (feet)  ADJUSTED  
 LB1949  ___________________________________________________________________
 LB1949  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LB1949  DYNAMIC HT  -         194.000 (meters)     636.48  (feet)  COMP
 LB1949  MODELED GRAV-     980,173.5   (mgal)                       NAVD 88
 LB1949
 LB1949  VERT ORDER  -  SECOND    CLASS 0
 LB1949
 LB1949.The horizontal coordinates were scaled from a topographic map and have
 LB1949.an estimated accuracy of +/- 6 seconds.
 LB1949
 LB1949.The orthometric height was determined by differential leveling
 LB1949.and adjusted by the National Geodetic Survey in June 1991..
 LB1949
 LB1949.The geoid height was determined by GEOID03.
 LB1949
 LB1949.The dynamic height is computed by dividing the NAVD 88
 LB1949.geopotential number by the normal gravity value computed on the
 LB1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LB1949.degrees latitude (g = 980.6199 gals.).
 LB1949
 LB1949.The modeled gravity was interpolated from observed gravity values.
 LB1949
 LB1949;                    North         East    Units  Estimated Accuracy
 LB1949;SPC IL E     -   456,290.      350,320.      MT  (+/- 180 meters Scaled)
 LB1949
 LB1949                          SUPERSEDED SURVEY CONTROL
 LB1949
 LB1949  NGVD 29 (??/??/92)  194.156  (m)          636.99   (f) ADJ UNCH    2 0
 LB1949
 LB1949.Superseded values are not recommended for survey control.
 LB1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LB1949.See file dsdata.txt to determine how the superseded data were derived.
 LB1949
 LB1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL377141(NAD 83)
 LB1949_MARKER: DB = BENCH MARK DISK
 LB1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LB1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LB1949_STAMPING: M 41 1935
 LB1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LB1949+STABILITY: SURFACE MOTION
 LB1949
 LB1949  HISTORY     - Date     Condition        Report By
 LB1949  HISTORY     - 1935     MONUMENTED       CGS
 LB1949  HISTORY     - 1970     GOOD             NGS
 LB1949
 LB1949                          STATION DESCRIPTION
 LB1949
 LB1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LB1949'AT WATSEKA.
 LB1949'AT WATSEKA, IROQUOIS COUNTY, ON THE TOLEDO, PEORIA AND WESTERN
 LB1949'RAILROAD, 76 FEET EAST OF THE EAST END OF THE STATION, 180 FEET
 LB1949'EAST OF THE CROSSING OF THE CHICAGO AND EASTERN ILLINOIS RAILROAD,
 LB1949'54 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH
 LB1949'THE TRACK.  A STANDARD DISK, STAMPED M 41 1935 AND SET IN THE
 LB1949'TOP OF A CONCRETE POST.
 LB1949
 LB1949                          STATION RECOVERY (1970)
 LB1949
 LB1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LB1949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0001 ***********************************************************************
 LC0001  DESIGNATION -  M 42
 LC0001  PID         -  LC0001
 LC0001  STATE/COUNTY-  IL/LIVINGSTON
 LC0001  USGS QUAD   -  FORREST SOUTH (1986)
 LC0001
 LC0001                         *CURRENT SURVEY CONTROL
 LC0001  ___________________________________________________________________
 LC0001* NAD 83(1986)-  40 44 56.     (N)    088 24 33.     (W)     SCALED    
 LC0001* NAVD 88     -       209.290  (meters)     686.65   (feet)  ADJUSTED  
 LC0001  ___________________________________________________________________
 LC0001  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LC0001  DYNAMIC HT  -         209.199 (meters)     686.35  (feet)  COMP
 LC0001  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 LC0001
 LC0001  VERT ORDER  -  SECOND    CLASS 0
 LC0001
 LC0001.The horizontal coordinates were scaled from a topographic map and have
 LC0001.an estimated accuracy of +/- 6 seconds.
 LC0001
 LC0001.The orthometric height was determined by differential leveling
 LC0001.and adjusted by the National Geodetic Survey in June 1991..
 LC0001
 LC0001.The geoid height was determined by GEOID03.
 LC0001
 LC0001.The dynamic height is computed by dividing the NAVD 88
 LC0001.geopotential number by the normal gravity value computed on the
 LC0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0001.degrees latitude (g = 980.6199 gals.).
 LC0001
 LC0001.The modeled gravity was interpolated from observed gravity values.
 LC0001
 LC0001;                    North         East    Units  Estimated Accuracy
 LC0001;SPC IL E     -   453,160.      293,600.      MT  (+/- 180 meters Scaled)
 LC0001
 LC0001                          SUPERSEDED SURVEY CONTROL
 LC0001
 LC0001  NGVD 29 (??/??/92)  209.354  (m)          686.86   (f) ADJ UNCH    2 0
 LC0001
 LC0001.Superseded values are not recommended for survey control.
 LC0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0001.See file dsdata.txt to determine how the superseded data were derived.
 LC0001
 LC0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL810118(NAD 83)
 LC0001_MARKER: DB = BENCH MARK DISK
 LC0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0001_STAMPING: M 42 1934
 LC0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0001+STABILITY: SURFACE MOTION
 LC0001
 LC0001  HISTORY     - Date     Condition        Report By
 LC0001  HISTORY     - 1934     MONUMENTED       CGS
 LC0001  HISTORY     - 1944     GOOD             NGS
 LC0001
 LC0001                          STATION DESCRIPTION
 LC0001
 LC0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LC0001'AT FORREST.
 LC0001'AT FORREST, LIVINGSTON COUNTY, 7 POLES WEST OF THE TOLEDO,
 LC0001'PEORIA AND WESTERN RAILROAD STATION, AT THE SOUTHWEST CORNER OF A
 LC0001'SMALL CITY PARK, AT A PUBLIC-STREET CROSSING, 33 FEET EAST OF THE
 LC0001'CENTERLINE OF THE MAIN TRACK, NEAR A SIDEWALK, AND LEVEL WITH
 LC0001'THE TRACK.  A STANDARD DISK, STAMPED M 42 1934 AND SET IN THE
 LC0001'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0360 ***********************************************************************
 LD0360  DESIGNATION -  M 43
 LD0360  PID         -  LD0360
 LD0360  STATE/COUNTY-  IL/FULTON
 LD0360  USGS QUAD   -  ST DAVID (1947)
 LD0360
 LD0360                         *CURRENT SURVEY CONTROL
 LD0360  ___________________________________________________________________
 LD0360* NAD 83(1997)-  40 27 58.52837(N)    090 05 49.86033(W)     ADJUSTED  
 LD0360* NAVD 88     -       188.603  (meters)     618.77   (feet)  ADJUSTED  
 LD0360  ___________________________________________________________________
 LD0360  X           -      -8,242.344 (meters)                     COMP
 LD0360  Y           -  -4,859,378.989 (meters)                     COMP
 LD0360  Z           -   4,117,610.992 (meters)                     COMP
 LD0360  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LD0360  ELLIP HEIGHT-         155.55  (meters)          (10/21/99) GPS OBS
 LD0360  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LD0360  DYNAMIC HT  -         188.511 (meters)     618.47  (feet)  COMP
 LD0360  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 LD0360
 LD0360  HORZ ORDER  -  FIRST
 LD0360  VERT ORDER  -  SECOND    CLASS 0
 LD0360  ELLP ORDER  -  FOURTH    CLASS I
 LD0360
 LD0360.The horizontal coordinates were established by GPS observations
 LD0360.and adjusted by the National Geodetic Survey in October 1999..
 LD0360
 LD0360.The orthometric height was determined by differential leveling
 LD0360.and adjusted by the National Geodetic Survey in June 1991..
 LD0360
 LD0360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LD0360
 LD0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 LD0360
 LD0360.The ellipsoidal height was determined by GPS observations
 LD0360.and is referenced to NAD 83.
 LD0360
 LD0360.The geoid height was determined by GEOID03.
 LD0360
 LD0360.The dynamic height is computed by dividing the NAVD 88
 LD0360.geopotential number by the normal gravity value computed on the
 LD0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0360.degrees latitude (g = 980.6199 gals.).
 LD0360
 LD0360.The modeled gravity was interpolated from observed gravity values.
 LD0360
 LD0360;                    North         East     Units Scale Factor Converg.
 LD0360;SPC IL W     -   421,759.934   705,892.543   MT  0.99994160   +0 02 42.3
 LD0360;SPC IL W     - 1,383,724.05  2,315,915.78   sFT  0.99994160   +0 02 42.3
 LD0360;UTM  15      - 4,483,557.344   746,106.830   MT  1.00034562   +1 53 05.5
 LD0360
 LD0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LD0360!SPC IL W     -   0.99997560  x   0.99994160  =   0.99991720
 LD0360!UTM  15      -   0.99997560  x   1.00034562  =   1.00032121
 LD0360
 LD0360                          SUPERSEDED SURVEY CONTROL
 LD0360
 LD0360  NAD 83(1997)-  40 27 58.53095(N)    090 05 49.86183(W) AD(       ) 1
 LD0360  NAD 83(1986)-  40 27 58.53663(N)    090 05 49.86316(W) AD(       ) 1
 LD0360  NGVD 29 (??/??/92)  188.688  (m)          619.05   (f) ADJ UNCH    2 0
 LD0360
 LD0360.Superseded values are not recommended for survey control.
 LD0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0360.See file dsdata.txt to determine how the superseded data were derived.
 LD0360
 LD0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE4610783557(NAD 83)
 LD0360_MARKER: DB = BENCH MARK DISK
 LD0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LD0360_SP_SET: CONCRETE POST
 LD0360_STAMPING: M 43 1935
 LD0360_MARK LOGO: CGS   
 LD0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 LD0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LD0360+STABILITY: SURFACE MOTION
 LD0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LD0360+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1990
 LD0360
 LD0360  HISTORY     - Date     Condition        Report By
 LD0360  HISTORY     - 1935     MONUMENTED       CGS
 LD0360  HISTORY     - 1942     GOOD             NGS
 LD0360  HISTORY     - 19901003 GOOD             NGS
 LD0360
 LD0360                          STATION DESCRIPTION
 LD0360
 LD0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LD0360'AT BRYANT.
 LD0360'AT BRYANT, FULTON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0360'RAILROAD, 5 POLES NORTHEAST OF THE STATION, AT POLE 71+10, 30 FEET
 LD0360'NORTHWEST OF A POINT 42 FEET NORTHEAST OF THE CENTER OF A STREET
 LD0360'CROSSING, AND 12 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 LD0360'STAMPED M 43 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LD0360
 LD0360                          STATION RECOVERY (1990)
 LD0360
 LD0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LD0360'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) SOUTHWEST OF ST DAVID, IN THE
 LD0360'BRYAN COMMUNITY, AT JUNCTION OF A PAVED ROAD AND A RAILROAD TRACK, IN
 LD0360'THE BACKYARD OF A PRIVATE RESIDENCE, ON RAILROAD RIGHT-OF-WAY, ON THE
 LD0360'SOUTH EDGE OF SECTION 30, T 6 N, R 4 E. OWNERSHIP--BURLINGTON
 LD0360'NORTHERN RAILROAD.
 LD0360'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 78 AND 100 NORTHEAST OF
 LD0360'ST DAVID), GO SOUTHWEST ON HIGHWAY 100 FOR 5.13 KM (3.19 MI) TO A
 LD0360'RAILROAD CROSSING.  CONTINUE ON THE HIGHWAY FOR 2.00 KM (1.24 MI) TO
 LD0360'A SLANTED, PAVED CROSSROAD.  TURN LEFT, EAST, ON THE BRYANT MAIN
 LD0360'STREET FOR 0.06 KM (0.04 MI) TO THE TRACK AND THE STATION ON THE
 LD0360'LEFT.
 LD0360'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 LD0360'PROJECTING 10 CM.  IT IS 8.2 M (26.9 FT) NORTHWEST OF THE NORTHWEST
 LD0360'RAIL, 13.6 M (44.6 FT) NORTH OF THE ROAD CENTER, 17.6 M (57.7 FT)
 LD0360'SOUTH-SOUTHEAST OF AN I-BEAM CLOTHESLINE POST, AND 15.4 M (50.5 FT)
 LD0360'SOUTH OF THE EAST END OF MULTIPLE STUMPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0970 ***********************************************************************
 MF0970  DESIGNATION -  M 45
 MF0970  PID         -  MF0970
 MF0970  STATE/COUNTY-  IL/BUREAU
 MF0970  USGS QUAD   -  BUDA (1983)
 MF0970
 MF0970                         *CURRENT SURVEY CONTROL
 MF0970  ___________________________________________________________________
 MF0970* NAD 83(1986)-  41 20 30.     (N)    089 41 40.     (W)     SCALED    
 MF0970* NAVD 88     -       217.989  (meters)     715.19   (feet)  ADJUSTED  
 MF0970  ___________________________________________________________________
 MF0970  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MF0970  DYNAMIC HT  -         217.899 (meters)     714.89  (feet)  COMP
 MF0970  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 MF0970
 MF0970  VERT ORDER  -  SECOND    CLASS 0
 MF0970
 MF0970.The horizontal coordinates were scaled from a topographic map and have
 MF0970.an estimated accuracy of +/- 6 seconds.
 MF0970
 MF0970.The orthometric height was determined by differential leveling
 MF0970.and adjusted by the National Geodetic Survey in June 1991..
 MF0970
 MF0970.The geoid height was determined by GEOID03.
 MF0970
 MF0970.The dynamic height is computed by dividing the NAVD 88
 MF0970.geopotential number by the normal gravity value computed on the
 MF0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0970.degrees latitude (g = 980.6199 gals.).
 MF0970
 MF0970.The modeled gravity was interpolated from observed gravity values.
 MF0970
 MF0970;                    North         East    Units  Estimated Accuracy
 MF0970;SPC IL W     -   519,080.      739,520.      MT  (+/- 180 meters Scaled)
 MF0970
 MF0970                          SUPERSEDED SURVEY CONTROL
 MF0970
 MF0970  NGVD 29 (??/??/92)  218.064  (m)          715.43   (f) ADJ UNCH    2 0
 MF0970
 MF0970.Superseded values are not recommended for survey control.
 MF0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0970.See file dsdata.txt to determine how the superseded data were derived.
 MF0970
 MF0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL745801(NAD 83)
 MF0970_MARKER: DB = BENCH MARK DISK
 MF0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0970_STAMPING: M 45 1934
 MF0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0970+STABILITY: SURFACE MOTION
 MF0970
 MF0970  HISTORY     - Date     Condition        Report By
 MF0970  HISTORY     - 1934     MONUMENTED       CGS
 MF0970  HISTORY     - 1938     GOOD             NGS
 MF0970  HISTORY     - 19951028 MARK NOT FOUND   USPSQD
 MF0970  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 MF0970
 MF0970                          STATION DESCRIPTION
 MF0970
 MF0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MF0970'2.3 MI N FROM BUDA.
 MF0970'2.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 MF0970'FROM THE STATION AT BUDA, BUREAU COUNTY, 4 POLES SOUTH OF MILEPOST
 MF0970'32, AT A ROAD CROSSING, 36 FEET SOUTH OF THE CENTERLINE OF
 MF0970'THE ROAD, 21 FEET WEST OF THE CENTERLINE OF THE TRACK, 1 FOOT
 MF0970'SOUTH OF THE FENCE, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MF0970'A STANDARD DISK, STAMPED M 45 1934 AND SET IN THE TOP OF A
 MF0970'CONCRETE POST.
 MF0970
 MF0970                          STATION RECOVERY (1995)
 MF0970
 MF0970'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0970'MARK NOT FOUND.
 MF0970
 MF0970                          STATION RECOVERY (2001)
 MF0970
 MF0970'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF0970'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0671 ***********************************************************************
 MF0671  DESIGNATION -  M 46
 MF0671  PID         -  MF0671
 MF0671  STATE/COUNTY-  IL/LEE
 MF0671  USGS QUAD   -  DIXON EAST (1983)
 MF0671
 MF0671                         *CURRENT SURVEY CONTROL
 MF0671  ___________________________________________________________________
 MF0671* NAD 83(1986)-  41 50 52.     (N)    089 29 30.     (W)     SCALED    
 MF0671* NAVD 88     -       208.901  (meters)     685.37   (feet)  ADJUSTED  
 MF0671  ___________________________________________________________________
 MF0671  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0671  DYNAMIC HT  -         208.827 (meters)     685.13  (feet)  COMP
 MF0671  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 MF0671
 MF0671  VERT ORDER  -  SECOND    CLASS 0
 MF0671
 MF0671.The horizontal coordinates were scaled from a topographic map and have
 MF0671.an estimated accuracy of +/- 6 seconds.
 MF0671
 MF0671.The orthometric height was determined by differential leveling
 MF0671.and adjusted by the National Geodetic Survey in June 1991..
 MF0671
 MF0671.The geoid height was determined by GEOID03.
 MF0671
 MF0671.The dynamic height is computed by dividing the NAVD 88
 MF0671.geopotential number by the normal gravity value computed on the
 MF0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0671.degrees latitude (g = 980.6199 gals.).
 MF0671
 MF0671.The modeled gravity was interpolated from observed gravity values.
 MF0671
 MF0671;                    North         East    Units  Estimated Accuracy
 MF0671;SPC IL W     -   575,400.      756,050.      MT  (+/- 180 meters Scaled)
 MF0671
 MF0671                          SUPERSEDED SURVEY CONTROL
 MF0671
 MF0671  NGVD 29 (??/??/92)  208.97   (m)          685.6    (f) COMPUTED    2 0
 MF0671
 MF0671.Superseded values are not recommended for survey control.
 MF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0671.See file dsdata.txt to determine how the superseded data were derived.
 MF0671
 MF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM931358(NAD 83)
 MF0671_MARKER: DB = BENCH MARK DISK
 MF0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0671_SP_SET: OVERPASS
 MF0671_STAMPING: M 46 1934
 MF0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0671
 MF0671  HISTORY     - Date     Condition        Report By
 MF0671  HISTORY     - 1934     MONUMENTED       CGS
 MF0671  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 MF0671  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF0671  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF0671
 MF0671                          STATION DESCRIPTION
 MF0671
 MF0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0671'AT DIXON.
 MF0671'AT DIXON, LEE COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, AT THE
 MF0671'CROSSING OF U.S. HIGHWAY 30, AT OVERPASS A 900 + 2, IN THE TOP
 MF0671'OF THE WEST SIDE OF THE NORTH CONCRETE ABUTMENT, 6 FEET WEST
 MF0671'OF THE CENTERLINE OF THE TRACK, AND ABOUT 8 INCHES LOWER THAN THE
 MF0671'TRACK.  A STANDARD DISK, STAMPED M 46 1934.
 MF0671
 MF0671                          STATION RECOVERY (1995)
 MF0671
 MF0671'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0671'MARK NOT FOUND.
 MF0671
 MF0671                          STATION RECOVERY (2002)
 MF0671
 MF0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0671'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0671
 MF0671                          STATION RECOVERY (2003)
 MF0671
 MF0671'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0672 ***********************************************************************
 MF0672  DESIGNATION -  M 46 RESET 1965
 MF0672  PID         -  MF0672
 MF0672  STATE/COUNTY-  IL/LEE
 MF0672  USGS QUAD   -  DIXON EAST (1983)
 MF0672
 MF0672                         *CURRENT SURVEY CONTROL
 MF0672  ___________________________________________________________________
 MF0672* NAD 83(1986)-  41 50 52.     (N)    089 29 30.     (W)     SCALED    
 MF0672* NAVD 88     -       209.29   (+/-2cm)     686.6    (feet)  VERTCON   
 MF0672  ___________________________________________________________________
 MF0672  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MF0672
 MF0672  VERT ORDER  -  THIRD (See Below)
 MF0672
 MF0672.The horizontal coordinates were scaled from a topographic map and have
 MF0672.an estimated accuracy of +/- 6 seconds.
 MF0672
 MF0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 MF0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MF0672.The vertical order pertains to the NGVD 29 superseded value.
 MF0672
 MF0672.The geoid height was determined by GEOID03.
 MF0672
 MF0672;                    North         East    Units  Estimated Accuracy
 MF0672;SPC IL W     -   575,400.      756,050.      MT  (+/- 180 meters Scaled)
 MF0672
 MF0672                          SUPERSEDED SURVEY CONTROL
 MF0672
 MF0672  NGVD 29 (??/??/??)  209.36   (m)          686.9    (f) RESET       3  
 MF0672
 MF0672.Superseded values are not recommended for survey control.
 MF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0672.See file dsdata.txt to determine how the superseded data were derived.
 MF0672
 MF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM931358(NAD 83)
 MF0672_MARKER: DD = SURVEY DISK
 MF0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MF0672_SP_SET: OVERPASS
 MF0672_STAMPING: M 46 RESET 1965
 MF0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MF0672
 MF0672  HISTORY     - Date     Condition        Report By
 MF0672  HISTORY     - 1965     MONUMENTED       IL2380
 MF0672  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 MF0672  HISTORY     - 20020114 MARK NOT FOUND   NGS
 MF0672  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 MF0672
 MF0672                          STATION DESCRIPTION
 MF0672
 MF0672'DESCRIBED BY CITY OF DIXON ILLINOIS 1965
 MF0672'AT DIXON.
 MF0672'AT DIXON, ON THE ILLINOIS CENTRAL RAILROAD, AT THE CROSSING OF
 MF0672'U.S. HIGHWAY 30, AT OVERPASS, AT THE NORTHWEST CORNER OF NORTH
 MF0672'ABUTMENT ON THE TOP OF PLYON.
 MF0672
 MF0672                          STATION RECOVERY (1995)
 MF0672
 MF0672'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0672'MARK NOT FOUND.
 MF0672
 MF0672                          STATION RECOVERY (2002)
 MF0672
 MF0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0672'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0672
 MF0672                          STATION RECOVERY (2003)
 MF0672
 MF0672'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0640 ***********************************************************************
 MF0640  DESIGNATION -  M 48
 MF0640  PID         -  MF0640
 MF0640  STATE/COUNTY-  IL/LEE
 MF0640  USGS QUAD   -  WALTON (1982)
 MF0640
 MF0640                         *CURRENT SURVEY CONTROL
 MF0640  ___________________________________________________________________
 MF0640* NAD 83(1986)-  41 42 53.     (N)    089 26 21.     (W)     SCALED    
 MF0640* NAVD 88     -       220.480  (meters)     723.36   (feet)  ADJUSTED  
 MF0640  ___________________________________________________________________
 MF0640  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MF0640  DYNAMIC HT  -         220.397 (meters)     723.09  (feet)  COMP
 MF0640  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 MF0640
 MF0640  VERT ORDER  -  SECOND    CLASS 0
 MF0640
 MF0640.The horizontal coordinates were scaled from a topographic map and have
 MF0640.an estimated accuracy of +/- 6 seconds.
 MF0640
 MF0640.The orthometric height was determined by differential leveling
 MF0640.and adjusted by the National Geodetic Survey in June 1991..
 MF0640
 MF0640.The geoid height was determined by GEOID03.
 MF0640
 MF0640.The dynamic height is computed by dividing the NAVD 88
 MF0640.geopotential number by the normal gravity value computed on the
 MF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0640.degrees latitude (g = 980.6199 gals.).
 MF0640
 MF0640.The modeled gravity was interpolated from observed gravity values.
 MF0640
 MF0640;                    North         East    Units  Estimated Accuracy
 MF0640;SPC IL W     -   560,650.      760,540.      MT  (+/- 180 meters Scaled)
 MF0640
 MF0640                          SUPERSEDED SURVEY CONTROL
 MF0640
 MF0640  NGVD 29 (??/??/92)  220.543  (m)          723.56   (f) ADJ UNCH    2 0
 MF0640
 MF0640.Superseded values are not recommended for survey control.
 MF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0640.See file dsdata.txt to determine how the superseded data were derived.
 MF0640
 MF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBM970209(NAD 83)
 MF0640_MARKER: DB = BENCH MARK DISK
 MF0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0640_STAMPING: M 48 1934
 MF0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0640+STABILITY: SURFACE MOTION
 MF0640
 MF0640  HISTORY     - Date     Condition        Report By
 MF0640  HISTORY     - 1934     MONUMENTED       CGS
 MF0640  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 MF0640  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MF0640  HISTORY     - 20030619 MARK NOT FOUND   USPSQD
 MF0640
 MF0640                          STATION DESCRIPTION
 MF0640
 MF0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0640'AT WALTON.
 MF0640'AT WALTON, LEE COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY
 MF0640'RAILROAD STATION, AT A ROAD CROSSING, 24 FEET NORTH OF THE
 MF0640'CENTERLINE OF THE TRACK, 24 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MF0640'AND 1.5 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED M 48
 MF0640'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MF0640
 MF0640                          STATION RECOVERY (1995)
 MF0640
 MF0640'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF0640'MARK NOT FOUND.
 MF0640
 MF0640                          STATION RECOVERY (2002)
 MF0640
 MF0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MF0640'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MF0640
 MF0640                          STATION RECOVERY (2003)
 MF0640
 MF0640'RECOVERY NOTE BY US POWER SQUADRON 2003 (WMG)
 MF0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0507 ***********************************************************************
 MF0507  CBN         -  This is a Cooperative Base Network Control Station.
 MF0507  DESIGNATION -  M 49
 MF0507  PID         -  MF0507
 MF0507  STATE/COUNTY-  IL/LA SALLE
 MF0507  USGS QUAD   -  LELAND (1971)
 MF0507
 MF0507                         *CURRENT SURVEY CONTROL
 MF0507  ___________________________________________________________________
 MF0507* NAD 83(1997)-  41 36 04.43768(N)    088 51 58.08149(W)     ADJUSTED  
 MF0507* NAVD 88     -       215.750  (meters)     707.84   (feet)  ADJUSTED  
 MF0507  ___________________________________________________________________
 MF0507  X           -      94,522.437 (meters)                     COMP
 MF0507  Y           -  -4,775,721.748 (meters)                     COMP
 MF0507  Z           -   4,212,707.657 (meters)                     COMP
 MF0507  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 MF0507  ELLIP HEIGHT-         182.55  (meters)          (10/15/04) GPS OBS
 MF0507  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MF0507  DYNAMIC HT  -         215.663 (meters)     707.55  (feet)  COMP
 MF0507  MODELED GRAV-     980,218.2   (mgal)                       NAVD 88
 MF0507
 MF0507  HORZ ORDER  -  B
 MF0507  VERT ORDER  -  SECOND    CLASS 0
 MF0507  ELLP ORDER  -  FOURTH    CLASS II
 MF0507
 MF0507.The horizontal coordinates were established by GPS observations
 MF0507.and adjusted by the National Geodetic Survey in July 1998..
 MF0507
 MF0507.The orthometric height was determined by differential leveling
 MF0507.and adjusted by the National Geodetic Survey in June 1991..
 MF0507
 MF0507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MF0507
 MF0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 MF0507
 MF0507.The ellipsoidal height was determined by GPS observations
 MF0507.and is referenced to NAD 83.
 MF0507
 MF0507.The geoid height was determined by GEOID03.
 MF0507
 MF0507.The dynamic height is computed by dividing the NAVD 88
 MF0507.geopotential number by the normal gravity value computed on the
 MF0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0507.degrees latitude (g = 980.6199 gals.).
 MF0507
 MF0507.The modeled gravity was interpolated from observed gravity values.
 MF0507
 MF0507;                    North         East     Units Scale Factor Converg.
 MF0507;SPC IL E     -   547,949.982   255,583.588   MT  0.99999927   -0 21 13.5
 MF0507;SPC IL E     - 1,797,732.57    838,527.15   sFT  0.99999927   -0 21 13.5
 MF0507;UTM  16      - 4,607,184.871   344,486.795   MT  0.99989762   -1 14 21.3
 MF0507
 MF0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MF0507!SPC IL E     -   0.99997137  x   0.99999927  =   0.99997064
 MF0507!UTM  16      -   0.99997137  x   0.99989762  =   0.99986899
 MF0507
 MF0507                          SUPERSEDED SURVEY CONTROL
 MF0507
 MF0507  ELLIP H (07/17/98)  182.59   (m)                       GP(       ) 4 1
 MF0507  NAVD 88 (07/17/98)  215.75   (m)          707.8    (f) LEVELING    3  
 MF0507  NGVD 29 (??/??/92)  215.813  (m)          708.05   (f) ADJ UNCH    2 0
 MF0507
 MF0507.Superseded values are not recommended for survey control.
 MF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0507.See file dsdata.txt to determine how the superseded data were derived.
 MF0507
 MF0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM4448707185(NAD 83)
 MF0507_MARKER: DB = BENCH MARK DISK
 MF0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0507_STAMPING: M 49 1934
 MF0507_MARK LOGO: CGS   
 MF0507_MAGNETIC: N = NO MAGNETIC MATERIAL
 MF0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0507+STABILITY: SURFACE MOTION
 MF0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MF0507+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002
 MF0507
 MF0507  HISTORY     - Date     Condition        Report By
 MF0507  HISTORY     - 1934     MONUMENTED       CGS
 MF0507  HISTORY     - 19970312 GOOD             NGS
 MF0507  HISTORY     - 19970801 GOOD             USPSQD
 MF0507  HISTORY     - 200205   GOOD             ASCPC
 MF0507  HISTORY     - 20021023 GOOD             USPSQD
 MF0507
 MF0507                          STATION DESCRIPTION
 MF0507
 MF0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0507'3.5 MI E FROM EARLVILLE.
 MF0507'3.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MF0507'FROM THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY
 MF0507'AT EARLVILLE, LA SALLE COUNTY, AT POLE 69/10, AT A ROAD CROSSING,
 MF0507'33 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK, 33 FEET
 MF0507'EAST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF THE
 MF0507'RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 MF0507'A STANDARD DISK, STAMPED M 49 1934 AND SET IN THE TOP OF A
 MF0507'CONCRETE POST.
 MF0507
 MF0507                          STATION RECOVERY (1997)
 MF0507
 MF0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB)
 MF0507'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) EAST-NORTHEAST OF
 MF0507'EARLVILLE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 MF0507'EARLVILLE ROAD (OLD ROUTE 34) ON THE EAST SIDE OF EARLVILLE, GO EAST
 MF0507'ON HIGHWAY 34 FOR 2.0 MI (3.2 KM) TO A CROSSROAD.  TURN LEFT, NORTH,
 MF0507'ON E 1550TH ROAD FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT IN
 MF0507'THE NORTHEAST ANGLE OF A RAILROAD CROSSING.  IT IS 8.1 M (26.6 FT)
 MF0507'EAST OF THE CENTER OF THE ROAD, 9.3 M (30.5 FT) NORTH OF THE NORTH
 MF0507'RAIL OF THE NORTH SET OF TRACKS, 8.2 M (26.9 FT) WEST OF A POWER POLE,
 MF0507'0.9 M (3.0 FT) SOUTH OF A BROKEN CONCRETE AND WIRE RIGHT-OF-WAY FENCE,
 MF0507'AND 0.3 M (1.0 FT) EAST OF BOTH METAL AND FIBERGLASS WITNESS POSTS.
 MF0507
 MF0507                          STATION RECOVERY (1997)
 MF0507
 MF0507'RECOVERY NOTE BY US POWER SQUADRON 1997
 MF0507'RECOVERED IN GOOD CONDITION.
 MF0507
 MF0507                          STATION RECOVERY (2002)
 MF0507
 MF0507'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002
 MF0507'RECOVERED AS DESCRIBED
 MF0507' 
 MF0507'
 MF0507
 MF0507                          STATION RECOVERY (2002)
 MF0507
 MF0507'RECOVERY NOTE BY US POWER SQUADRON 2002 (WMG)
 MF0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF0462 ***********************************************************************
 MF0462  DESIGNATION -  M 50
 MF0462  PID         -  MF0462
 MF0462  STATE/COUNTY-  IL/DE KALB
 MF0462  USGS QUAD   -  SYCAMORE (1975)
 MF0462
 MF0462                         *CURRENT SURVEY CONTROL
 MF0462  ___________________________________________________________________
 MF0462* NAD 83(1986)-  41 55 33.     (N)    088 44 15.     (W)     SCALED    
 MF0462* NAVD 88     -       272.198  (meters)     893.04   (feet)  ADJUSTED  
 MF0462  ___________________________________________________________________
 MF0462  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MF0462  DYNAMIC HT  -         272.103 (meters)     892.72  (feet)  COMP
 MF0462  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 MF0462
 MF0462  VERT ORDER  -  SECOND    CLASS 0
 MF0462
 MF0462.The horizontal coordinates were scaled from a topographic map and have
 MF0462.an estimated accuracy of +/- 6 seconds.
 MF0462
 MF0462.The orthometric height was determined by differential leveling
 MF0462.and adjusted by the National Geodetic Survey in June 1991..
 MF0462
 MF0462.The geoid height was determined by GEOID03.
 MF0462
 MF0462.The dynamic height is computed by dividing the NAVD 88
 MF0462.geopotential number by the normal gravity value computed on the
 MF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF0462.degrees latitude (g = 980.6199 gals.).
 MF0462
 MF0462.The modeled gravity was interpolated from observed gravity values.
 MF0462
 MF0462;                    North         East    Units  Estimated Accuracy
 MF0462;SPC IL E     -   583,940.      266,480.      MT  (+/- 180 meters Scaled)
 MF0462
 MF0462                          SUPERSEDED SURVEY CONTROL
 MF0462
 MF0462  NGVD 29 (??/??/92)  272.242  (m)          893.18   (f) ADJ UNCH    2 0
 MF0462
 MF0462.Superseded values are not recommended for survey control.
 MF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF0462.See file dsdata.txt to determine how the superseded data were derived.
 MF0462
 MF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCM559430(NAD 83)
 MF0462_MARKER: DB = BENCH MARK DISK
 MF0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MF0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MF0462_STAMPING: M 50 1934
 MF0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MF0462+STABILITY: SURFACE MOTION
 MF0462
 MF0462  HISTORY     - Date     Condition        Report By
 MF0462  HISTORY     - 1934     MONUMENTED       CGS
 MF0462  HISTORY     - 1968     MARK NOT FOUND   USGS
 MF0462  HISTORY     - 19961101 MARK NOT FOUND   USPSQD
 MF0462
 MF0462                          STATION DESCRIPTION
 MF0462
 MF0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF0462'AT DE KALB.
 MF0462'AT DE KALB, DE KALB COUNTY, ON THE CHICAGO AND NORTH WESTERN
 MF0462'RAILWAY, AT THE CROSSING OF U.S. HIGHWAY 30, 39 FEET WEST OF THE
 MF0462'CENTERLINE OF THE MAIN TRACK, 21 FEET NORTH OF THE CENTERLINE
 MF0462'OF THE HIGHWAY, 75 FEET SOUTHEAST OF A CONOCO OIL CO. STATION,
 MF0462'AND IN THE PARKWAY BETWEEN THE STREET AND THE WALK.  A STANDARD
 MF0462'DISK, STAMPED M 50 1934 AND SET IN THE TOP OF A CONCRETE POST
 MF0462'PROJECTING 12 INCHES ABOVE GROUND.
 MF0462
 MF0462                          STATION RECOVERY (1968)
 MF0462
 MF0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MF0462'MARK NOT FOUND.
 MF0462
 MF0462                          STATION RECOVERY (1996)
 MF0462
 MF0462'RECOVERY NOTE BY US POWER SQUADRON 1996
 MF0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MF1059 ***********************************************************************
 MF1059  DESIGNATION -  M 51
 MF1059  PID         -  MF1059
 MF1059  STATE/COUNTY-  IL/BUREAU
 MF1059  USGS QUAD   -  WYANET (1983)
 MF1059
 MF1059                         *CURRENT SURVEY CONTROL
 MF1059  ___________________________________________________________________
 MF1059* NAD 83(1986)-  41 19 32.     (N)    089 32 02.     (W)     SCALED    
 MF1059* NAVD 88     -       165.745  (meters)     543.78   (feet)  ADJUSTED  
 MF1059  ___________________________________________________________________
 MF1059  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MF1059  DYNAMIC HT  -         165.677 (meters)     543.56  (feet)  COMP
 MF1059  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 MF1059
 MF1059  VERT ORDER  -  SECOND    CLASS 0
 MF1059
 MF1059.The horizontal coordinates were scaled from a topographic map and have
 MF1059.an estimated accuracy of +/- 6 seconds.
 MF1059
 MF1059.The orthometric height was determined by differential leveling
 MF1059.and adjusted by the National Geodetic Survey in June 1991..
 MF1059
 MF1059.The geoid height was determined by GEOID03.
 MF1059
 MF1059.The dynamic height is computed by dividing the NAVD 88
 MF1059.geopotential number by the normal gravity value computed on the
 MF1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MF1059.degrees latitude (g = 980.6199 gals.).
 MF1059
 MF1059.The modeled gravity was interpolated from observed gravity values.
 MF1059
 MF1059;                    North         East    Units  Estimated Accuracy
 MF1059;SPC IL W     -   517,370.      752,970.      MT  (+/- 180 meters Scaled)
 MF1059
 MF1059                          SUPERSEDED SURVEY CONTROL
 MF1059
 MF1059  NGVD 29 (??/??/92)  165.827  (m)          544.05   (f) ADJ UNCH    2 0
 MF1059
 MF1059.Superseded values are not recommended for survey control.
 MF1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MF1059.See file dsdata.txt to determine how the superseded data were derived.
 MF1059
 MF1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBL879779(NAD 83)
 MF1059_MARKER: DB = BENCH MARK DISK
 MF1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MF1059_SP_SET: CULVERT
 MF1059_STAMPING: M 51 1934
 MF1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MF1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MF1059+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2001
 MF1059
 MF1059  HISTORY     - Date     Condition        Report By
 MF1059  HISTORY     - 1934     MONUMENTED       CGS
 MF1059  HISTORY     - 19951230 GOOD             USPSQD
 MF1059  HISTORY     - 20010516 GOOD             USPSQD
 MF1059  HISTORY     - 20051012 GOOD             USPSQD
 MF1059
 MF1059                          STATION DESCRIPTION
 MF1059
 MF1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MF1059'2.9 MI NW FROM TISKILWA.
 MF1059'2.9 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MF1059'RAILROAD FROM THE STATION AT TISKILWA, BUREAU COUNTY, AT POLE
 MF1059'125/10, AT A ROAD CROSSING, 75 FEET WEST OF THE ROAD, AT A
 MF1059'RAILROAD CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 MF1059'CONCRETE HEADWALL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 MF1059'STANDARD DISK, STAMPED M 51 1934.
 MF1059
 MF1059                          STATION RECOVERY (1995)
 MF1059
 MF1059'RECOVERY NOTE BY US POWER SQUADRON 1995
 MF1059'RECOVERED IN GOOD CONDITION.
 MF1059
 MF1059                          STATION RECOVERY (2001)
 MF1059
 MF1059'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MF1059'RECOVERED IN GOOD CONDITION.
 MF1059
 MF1059                          STATION RECOVERY (2005)
 MF1059
 MF1059'RECOVERY NOTE BY US POWER SQUADRON 2005 (WMG)
 MF1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0084 ***********************************************************************
 MG0084  DESIGNATION -  M 52
 MG0084  PID         -  MG0084
 MG0084  STATE/COUNTY-  IL/HENRY
 MG0084  USGS QUAD   -  GENESEO (1991)
 MG0084
 MG0084                         *CURRENT SURVEY CONTROL
 MG0084  ___________________________________________________________________
 MG0084* NAD 83(1986)-  41 28 13.     (N)    090 13 50.     (W)     SCALED    
 MG0084* NAVD 88     -       189.443  (meters)     621.53   (feet)  ADJUSTED  
 MG0084  ___________________________________________________________________
 MG0084  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MG0084  DYNAMIC HT  -         189.367 (meters)     621.28  (feet)  COMP
 MG0084  MODELED GRAV-     980,223.0   (mgal)                       NAVD 88
 MG0084
 MG0084  VERT ORDER  -  SECOND    CLASS 0
 MG0084
 MG0084.The horizontal coordinates were scaled from a topographic map and have
 MG0084.an estimated accuracy of +/- 6 seconds.
 MG0084
 MG0084.The orthometric height was determined by differential leveling
 MG0084.and adjusted by the National Geodetic Survey in June 1991..
 MG0084
 MG0084.The geoid height was determined by GEOID03.
 MG0084
 MG0084.The dynamic height is computed by dividing the NAVD 88
 MG0084.geopotential number by the normal gravity value computed on the
 MG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0084.degrees latitude (g = 980.6199 gals.).
 MG0084
 MG0084.The modeled gravity was interpolated from observed gravity values.
 MG0084
 MG0084;                    North         East    Units  Estimated Accuracy
 MG0084;SPC IL W     -   533,250.      694,660.      MT  (+/- 180 meters Scaled)
 MG0084
 MG0084                          SUPERSEDED SURVEY CONTROL
 MG0084
 MG0084  NGVD 29 (??/??/92)  189.521  (m)          621.79   (f) ADJ UNCH    2 0
 MG0084
 MG0084.Superseded values are not recommended for survey control.
 MG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0084.See file dsdata.txt to determine how the superseded data were derived.
 MG0084
 MG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF312946(NAD 83)
 MG0084_MARKER: DB = BENCH MARK DISK
 MG0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MG0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MG0084_STAMPING: M 52 1934
 MG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MG0084+STABILITY: SURFACE MOTION
 MG0084
 MG0084  HISTORY     - Date     Condition        Report By
 MG0084  HISTORY     - 1934     MONUMENTED       CGS
 MG0084  HISTORY     - 19880329 MARK NOT FOUND   USPSQD
 MG0084  HISTORY     - 19960717 MARK NOT FOUND   USPSQD
 MG0084  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 MG0084  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MG0084
 MG0084                          STATION DESCRIPTION
 MG0084
 MG0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0084'4.3 MI W FROM GENESEO.
 MG0084'4.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 MG0084'RAILWAY FROM THE STATION AT GENESEO, HENRY COUNTY, 3 POLES
 MG0084'EAST OF POLE 163+20, AT A ROAD CROSSING, 45 FEET EAST OF THE
 MG0084'CENTERLINE OF THE ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE SOUTH
 MG0084'TRACK, 3 FEET NORTH OF A FENCE CORNER, AND ABOUT 4 FEET ABOVE
 MG0084'THE LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED M 52 1934 AND
 MG0084'SET IN THE TOP OF A CONCRETE POST.
 MG0084
 MG0084                          STATION RECOVERY (1988)
 MG0084
 MG0084'RECOVERY NOTE BY US POWER SQUADRON 1988 (JEB)
 MG0084'MARK NOT FOUND.
 MG0084
 MG0084                          STATION RECOVERY (1996)
 MG0084
 MG0084'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0084'MARK NOT FOUND.
 MG0084
 MG0084                          STATION RECOVERY (2001)
 MG0084
 MG0084'RECOVERY NOTE BY US POWER SQUADRON 2001 (TCK)
 MG0084'MARK NOT FOUND
 MG0084
 MG0084                          STATION RECOVERY (2004)
 MG0084
 MG0084'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MG0058 ***********************************************************************
 MG0058  DESIGNATION -  M 53
 MG0058  PID         -  MG0058
 MG0058  STATE/COUNTY-  IL/HENRY
 MG0058  USGS QUAD   -  ORION (1991)
 MG0058
 MG0058                         *CURRENT SURVEY CONTROL
 MG0058  ___________________________________________________________________
 MG0058* NAD 83(1986)-  41 15 42.     (N)    090 22 39.     (W)     SCALED    
 MG0058* NAVD 88     -       204.754  (meters)     671.76   (feet)  ADJUSTED  
 MG0058  ___________________________________________________________________
 MG0058  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MG0058  DYNAMIC HT  -         204.670 (meters)     671.49  (feet)  COMP
 MG0058  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 MG0058
 MG0058  VERT ORDER  -  SECOND    CLASS 0
 MG0058
 MG0058.The horizontal coordinates were scaled from a topographic map and have
 MG0058.an estimated accuracy of +/- 6 seconds.
 MG0058
 MG0058.The orthometric height was determined by differential leveling
 MG0058.and adjusted by the National Geodetic Survey in June 1991..
 MG0058
 MG0058.The geoid height was determined by GEOID03.
 MG0058
 MG0058.The dynamic height is computed by dividing the NAVD 88
 MG0058.geopotential number by the normal gravity value computed on the
 MG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MG0058.degrees latitude (g = 980.6199 gals.).
 MG0058
 MG0058.The modeled gravity was interpolated from observed gravity values.
 MG0058
 MG0058;                    North         East    Units  Estimated Accuracy
 MG0058;SPC IL W     -   510,110.      682,330.      MT  (+/- 180 meters Scaled)
 MG0058
 MG0058                          SUPERSEDED SURVEY CONTROL
 MG0058
 MG0058  NGVD 29 (??/??/92)  204.821  (m)          671.98   (f) ADJ UNCH    2 0
 MG0058
 MG0058.Superseded values are not recommended for survey control.
 MG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MG0058.See file dsdata.txt to determine how the superseded data were derived.
 MG0058
 MG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYF196711(NAD 83)
 MG0058_MARKER: DB = BENCH MARK DISK
 MG0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MG0058_SP_SET: CULVERT
 MG0058_STAMPING: M 53 1934
 MG0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MG0058
 MG0058  HISTORY     - Date     Condition        Report By
 MG0058  HISTORY     - 1934     MONUMENTED       CGS
 MG0058  HISTORY     - 19890421 POOR             USPSQD
 MG0058  HISTORY     - 19960712 GOOD             USPSQD
 MG0058  HISTORY     - 20011027 GOOD             USPSQD
 MG0058  HISTORY     - 20040623 GOOD             USPSQD
 MG0058
 MG0058                          STATION DESCRIPTION
 MG0058
 MG0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MG0058'0.7 MI N FROM OPHIEM.
 MG0058'0.7 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MG0058'FROM THE STATION AT OPHIEM, HENRY COUNTY, AT A CROSSING OF
 MG0058'STATE HIGHWAY 80, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MG0058'TRACK, IN THE TOP OF THE NORTHWEST CONCRETE WING WALL OF A HIGHWAY
 MG0058'CULVERT, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD
 MG0058'DISK, STAMPED M 53 1934.
 MG0058
 MG0058                          STATION RECOVERY (1989)
 MG0058
 MG0058'RECOVERY NOTE BY US POWER SQUADRON 1989 (WRM)
 MG0058'MARK RECOVERED IN POOR CONDITION.
 MG0058
 MG0058                          STATION RECOVERY (1996)
 MG0058
 MG0058'RECOVERY NOTE BY US POWER SQUADRON 1996
 MG0058'RECOVERED IN GOOD CONDITION.
 MG0058
 MG0058                          STATION RECOVERY (2001)
 MG0058
 MG0058'RECOVERY NOTE BY US POWER SQUADRON 2001 (WMG)
 MG0058'RECOVERED IN GOOD CONDITION.
 MG0058
 MG0058                          STATION RECOVERY (2004)
 MG0058
 MG0058'RECOVERY NOTE BY US POWER SQUADRON 2004 (WMG)
 MG0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LD0336 ***********************************************************************
 LD0336  DESIGNATION -  M 56
 LD0336  PID         -  LD0336
 LD0336  STATE/COUNTY-  IL/FULTON
 LD0336  USGS QUAD   -  VERMONT (1979)
 LD0336
 LD0336                         *CURRENT SURVEY CONTROL
 LD0336  ___________________________________________________________________
 LD0336* NAD 83(1986)-  40 17 27.     (N)    090 25 24.     (W)     SCALED    
 LD0336* NAVD 88     -       202.909  (meters)     665.71   (feet)  ADJUSTED  
 LD0336  ___________________________________________________________________
 LD0336  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LD0336  DYNAMIC HT  -         202.808 (meters)     665.38  (feet)  COMP
 LD0336  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 LD0336
 LD0336  VERT ORDER  -  SECOND    CLASS 0
 LD0336
 LD0336.The horizontal coordinates were scaled from a topographic map and have
 LD0336.an estimated accuracy of +/- 6 seconds.
 LD0336
 LD0336.The orthometric height was determined by differential leveling
 LD0336.and adjusted by the National Geodetic Survey in June 1991..
 LD0336
 LD0336.The geoid height was determined by GEOID03.
 LD0336
 LD0336.The dynamic height is computed by dividing the NAVD 88
 LD0336.geopotential number by the normal gravity value computed on the
 LD0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LD0336.degrees latitude (g = 980.6199 gals.).
 LD0336
 LD0336.The modeled gravity was interpolated from observed gravity values.
 LD0336
 LD0336;                    North         East    Units  Estimated Accuracy
 LD0336;SPC IL W     -   402,310.      678,180.      MT  (+/- 180 meters Scaled)
 LD0336
 LD0336                          SUPERSEDED SURVEY CONTROL
 LD0336
 LD0336  NGVD 29 (??/??/92)  202.995  (m)          665.99   (f) ADJ UNCH    2 0
 LD0336
 LD0336.Superseded values are not recommended for survey control.
 LD0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LD0336.See file dsdata.txt to determine how the superseded data were derived.
 LD0336
 LD0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE190632(NAD 83)
 LD0336_MARKER: DB = BENCH MARK DISK
 LD0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LD0336_SP_SET: WATER TANK CONCRETE BASE
 LD0336_STAMPING: M 56 1935
 LD0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LD0336
 LD0336  HISTORY     - Date     Condition        Report By
 LD0336  HISTORY     - 1935     MONUMENTED       CGS
 LD0336
 LD0336                          STATION DESCRIPTION
 LD0336
 LD0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LD0336'AT VERMONT.
 LD0336'AT VERMONT, FULTON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 LD0336'RAILROAD, 190 FEET NORTHEAST OF THE STATION, 156 FEET EAST OF THE
 LD0336'MAIN TRACK, IN THE TOP OF THE CONCRETE BASE OF A WATER TANK, AT
 LD0336'THE SOUTHWEST CORNER OF A VALVE PIT, AND 3 FEET LOWER THAN THE
 LD0336'TRACK.  A STANDARD DISK, STAMPED M 56 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0839 ***********************************************************************
 LC0839  DESIGNATION -  M 7
 LC0839  PID         -  LC0839
 LC0839  STATE/COUNTY-  IL/WOODFORD
 LC0839  USGS QUAD   -  MINONK (1995)
 LC0839
 LC0839                         *CURRENT SURVEY CONTROL
 LC0839  ___________________________________________________________________
 LC0839* NAD 83(1986)-  40 54 05.     (N)    089 02 01.     (W)     SCALED    
 LC0839* NAVD 88     -       229.688  (meters)     753.57   (feet)  ADJUSTED  
 LC0839  ___________________________________________________________________
 LC0839  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LC0839  DYNAMIC HT  -         229.588 (meters)     753.24  (feet)  COMP
 LC0839  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 LC0839
 LC0839  VERT ORDER  -  FIRST     CLASS I
 LC0839
 LC0839.The horizontal coordinates were scaled from a topographic map and have
 LC0839.an estimated accuracy of +/- 6 seconds.
 LC0839
 LC0839.The orthometric height was determined by differential leveling
 LC0839.and adjusted by the National Geodetic Survey in June 1991..
 LC0839
 LC0839.The geoid height was determined by GEOID03.
 LC0839
 LC0839.The dynamic height is computed by dividing the NAVD 88
 LC0839.geopotential number by the normal gravity value computed on the
 LC0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0839.degrees latitude (g = 980.6199 gals.).
 LC0839
 LC0839.The modeled gravity was interpolated from observed gravity values.
 LC0839
 LC0839;                    North         East    Units  Estimated Accuracy
 LC0839;SPC IL W     -   470,690.      795,470.      MT  (+/- 180 meters Scaled)
 LC0839
 LC0839                          SUPERSEDED SURVEY CONTROL
 LC0839
 LC0839  NGVD 29 (??/??/92)  229.735  (m)          753.72   (f) ADJ UNCH    1 1
 LC0839
 LC0839.Superseded values are not recommended for survey control.
 LC0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0839.See file dsdata.txt to determine how the superseded data were derived.
 LC0839
 LC0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL287298(NAD 83)
 LC0839_MARKER: DB = BENCH MARK DISK
 LC0839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LC0839_SP_SET: SIDEWALK
 LC0839_STAMPING: M 7 1920 ELEV 754.057 FT
 LC0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LC0839
 LC0839  HISTORY     - Date     Condition        Report By
 LC0839  HISTORY     - 1920     MONUMENTED       CGS
 LC0839  HISTORY     - 1969     GOOD             NGS
 LC0839  HISTORY     - 19981014 MARK NOT FOUND   USPSQD
 LC0839
 LC0839                          STATION DESCRIPTION
 LC0839
 LC0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LC0839'AT MINONK.
 LC0839'AT MINONK, 137 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 LC0839'OF THE ILLINOIS CENTRAL RAILROAD STATION, 34 FEET SOUTH OF THE
 LC0839'CENTER LINE OF FIFTH STREET, SET IN THE TOP OF THE SOUTHWEST
 LC0839'CORNER OF A CONCRETE SIDEWALK, 10 INCHES NORTHEAST OF THE
 LC0839'SOUTHWEST CORNER OF THE SIDEWALK, 3 1/2 FEET EAST OF THE EAST
 LC0839'RAIL OF THE MAIN TRACK, 33 1/2 FEET EAST-SOUTHEAST OF A RAILROAD
 LC0839'WARNING SIGNAL LIGHT, AND ABOUT LEVEL WITH THE TRACK.  SEC 7,
 LC0839'T28N, R2E.  NOTE-- THE ELEVATION OF THIS MARK SHOULD BE USED
 LC0839'WITH CAUTION AS A SIDEWALK IS A POOR STRUCTURE.
 LC0839
 LC0839                          STATION RECOVERY (1998)
 LC0839
 LC0839'RECOVERY NOTE BY US POWER SQUADRON 1998
 LC0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0315 ***********************************************************************
 KC0315  DESIGNATION -  M 79
 KC0315  PID         -  KC0315
 KC0315  STATE/COUNTY-  IL/PIKE
 KC0315  USGS QUAD   -  BARRY (1978)
 KC0315
 KC0315                         *CURRENT SURVEY CONTROL
 KC0315  ___________________________________________________________________
 KC0315* NAD 83(1986)-  39 41 58.     (N)    091 02 21.     (W)     SCALED    
 KC0315* NAVD 88     -       204.160  (meters)     669.81   (feet)  ADJUSTED  
 KC0315  ___________________________________________________________________
 KC0315  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KC0315  DYNAMIC HT  -         204.048 (meters)     669.45  (feet)  COMP
 KC0315  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 KC0315
 KC0315  VERT ORDER  -  SECOND    CLASS 0
 KC0315
 KC0315.The horizontal coordinates were scaled from a topographic map and have
 KC0315.an estimated accuracy of +/- 6 seconds.
 KC0315
 KC0315.The orthometric height was determined by differential leveling
 KC0315.and adjusted by the National Geodetic Survey in June 1991..
 KC0315
 KC0315.The geoid height was determined by GEOID03.
 KC0315
 KC0315.The dynamic height is computed by dividing the NAVD 88
 KC0315.geopotential number by the normal gravity value computed on the
 KC0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0315.degrees latitude (g = 980.6199 gals.).
 KC0315
 KC0315.The modeled gravity was interpolated from observed gravity values.
 KC0315
 KC0315;                    North         East    Units  Estimated Accuracy
 KC0315;SPC IL W     -   336,980.      625,170.      MT  (+/- 180 meters Scaled)
 KC0315
 KC0315                          SUPERSEDED SURVEY CONTROL
 KC0315
 KC0315  NGVD 29 (??/??/92)  204.237  (m)          670.07   (f) ADJ UNCH    2 0
 KC0315
 KC0315.Superseded values are not recommended for survey control.
 KC0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0315.See file dsdata.txt to determine how the superseded data were derived.
 KC0315
 KC0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXD681962(NAD 83)
 KC0315_MARKER: DB = BENCH MARK DISK
 KC0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KC0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KC0315_STAMPING: M 79 1935
 KC0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KC0315+STABILITY: SURFACE MOTION
 KC0315
 KC0315  HISTORY     - Date     Condition        Report By
 KC0315  HISTORY     - 1935     MONUMENTED       CGS
 KC0315  HISTORY     - 1972     MARK NOT FOUND   USGS
 KC0315
 KC0315                          STATION DESCRIPTION
 KC0315
 KC0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KC0315'AT BARRY.
 KC0315'AT BARRY, PIKE COUNTY, ON THE WABASH RAILWAY, 4-3/4 RAILS EAST
 KC0315'OF THE STATION, AT MILEAGE 496.5, 45 FEET WEST OF A SECTION
 KC0315'TOOL-HOUSE, 22 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 KC0315'AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KC0315'STAMPED M 79 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KC0315
 KC0315                          STATION RECOVERY (1972)
 KC0315
 KC0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KC0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KC0097 ***********************************************************************
 KC0097  DESIGNATION -  M 81
 KC0097  PID         -  KC0097
 KC0097  STATE/COUNTY-  IL/PIKE
 KC0097  USGS QUAD   -  PEARL WEST (1980)
 KC0097
 KC0097                         *CURRENT SURVEY CONTROL
 KC0097  ___________________________________________________________________
 KC0097* NAD 83(1986)-  39 27 42.     (N)    090 38 40.     (W)     SCALED    
 KC0097* NAVD 88     -       149.520  (meters)     490.55   (feet)  ADJUSTED  
 KC0097  ___________________________________________________________________
 KC0097  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KC0097  DYNAMIC HT  -         149.436 (meters)     490.27  (feet)  COMP
 KC0097  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 KC0097
 KC0097  VERT ORDER  -  SECOND    CLASS 0
 KC0097
 KC0097.The horizontal coordinates were scaled from a topographic map and have
 KC0097.an estimated accuracy of +/- 6 seconds.
 KC0097
 KC0097.The orthometric height was determined by differential leveling
 KC0097.and adjusted by the National Geodetic Survey in June 1991..
 KC0097
 KC0097.The geoid height was determined by GEOID03.
 KC0097
 KC0097.The dynamic height is computed by dividing the NAVD 88
 KC0097.geopotential number by the normal gravity value computed on the
 KC0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KC0097.degrees latitude (g = 980.6199 gals.).
 KC0097
 KC0097.The modeled gravity was interpolated from observed gravity values.
 KC0097
 KC0097;                    North         East    Units  Estimated Accuracy
 KC0097;SPC IL W     -   310,330.      658,880.      MT  (+/- 180 meters Scaled)
 KC0097
 KC0097                          SUPERSEDED SURVEY CONTROL
 KC0097
 KC0097  NGVD 29 (??/??/92)  149.660  (m)          491.01   (f) ADJ UNCH    2 0
 KC0097
 KC0097.Superseded values are not recommended for survey control.
 KC0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KC0097.See file dsdata.txt to determine how the superseded data were derived.
 KC0097
 KC0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYD026706(NAD 83)
 KC0097_MARKER: DB = BENCH MARK DISK
 KC0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KC0097_SP_SET: BRIDGE
 KC0097_STAMPING: M 81 1935
 KC0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KC0097
 KC0097  HISTORY     - Date     Condition        Report By
 KC0097  HISTORY     - 1935     MONUMENTED       CGS
 KC0097  HISTORY     - 1942     GOOD             NGS
 KC0097
 KC0097                          STATION DESCRIPTION
 KC0097
 KC0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KC0097'1.2 MI W FROM PEARL.
 KC0097'1.2 MILES WEST ALONG THE ALTON RAILROAD FROM THE STATION AT
 KC0097'PEARL, PIKE COUNTY, AT BRIDGE D-2524, IN THE TOP OF THE EAST
 KC0097'BACKWALL, 8 FEET NORTH OF THE SOUTH END, AND ABOUT 10 FEET
 KC0097'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED M 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0475 ***********************************************************************
 KB0475  DESIGNATION -  M 83
 KB0475  PID         -  KB0475
 KB0475  STATE/COUNTY-  IL/EFFINGHAM
 KB0475  USGS QUAD   -  EFFINGHAM NORTH (1985)
 KB0475
 KB0475                         *CURRENT SURVEY CONTROL
 KB0475  ___________________________________________________________________
 KB0475* NAD 83(1986)-  39 08 05.     (N)    088 33 47.     (W)     SCALED    
 KB0475* NAVD 88     -       182.613  (meters)     599.12   (feet)  ADJUSTED  
 KB0475  ___________________________________________________________________
 KB0475  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KB0475  DYNAMIC HT  -         182.503 (meters)     598.76  (feet)  COMP
 KB0475  MODELED GRAV-     980,023.7   (mgal)                       NAVD 88
 KB0475
 KB0475  VERT ORDER  -  SECOND    CLASS 0
 KB0475
 KB0475.The horizontal coordinates were scaled from a topographic map and have
 KB0475.an estimated accuracy of +/- 6 seconds.
 KB0475
 KB0475.The orthometric height was determined by differential leveling
 KB0475.and adjusted by the National Geodetic Survey in June 1991..
 KB0475
 KB0475.The geoid height was determined by GEOID03.
 KB0475
 KB0475.The dynamic height is computed by dividing the NAVD 88
 KB0475.geopotential number by the normal gravity value computed on the
 KB0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0475.degrees latitude (g = 980.6199 gals.).
 KB0475
 KB0475.The modeled gravity was interpolated from observed gravity values.
 KB0475
 KB0475;                    North         East    Units  Estimated Accuracy
 KB0475;SPC IL E     -   273,960.      280,140.      MT  (+/- 180 meters Scaled)
 KB0475
 KB0475                          SUPERSEDED SURVEY CONTROL
 KB0475
 KB0475  NGVD 29 (??/??/92)  182.704  (m)          599.42   (f) ADJ UNCH    2 0
 KB0475
 KB0475.Superseded values are not recommended for survey control.
 KB0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0475.See file dsdata.txt to determine how the superseded data were derived.
 KB0475
 KB0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ649328(NAD 83)
 KB0475_MARKER: DB = BENCH MARK DISK
 KB0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0475_STAMPING: M 83 1935
 KB0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0475+STABILITY: SURFACE MOTION
 KB0475
 KB0475  HISTORY     - Date     Condition        Report By
 KB0475  HISTORY     - 1935     MONUMENTED       CGS
 KB0475  HISTORY     - 1950     POOR             USGS
 KB0475  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0475
 KB0475                          STATION DESCRIPTION
 KB0475
 KB0475'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KB0475'1.1 MI NW FROM EFFINGHAM.
 KB0475'1.1 MILES NORTHWEST ALONG THE ABANDONED WABASH RAILWAY FROM THE
 KB0475'STATION AT EFFINGHAM, EFFINGHAM COUNTY, AT A ROAD CROSSING, 30
 KB0475'FEET SOUTHWEST OF THE OLD ROADBED, 33 FEET SOUTH OF THE CENTER
 KB0475'LINE OF THE ROAD, AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 KB0475'A STANDARD DISK, STAMPED M 83 1935 AND SET IN THE TOP OF A
 KB0475'CONCRETE POST.
 KB0475
 KB0475                          STATION RECOVERY (1983)
 KB0475
 KB0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0009 ***********************************************************************
 JB0009  DESIGNATION -  M 84
 JB0009  PID         -  JB0009
 JB0009  STATE/COUNTY-  IL/CLAY
 JB0009  USGS QUAD   -  FLORA (1970)
 JB0009
 JB0009                         *CURRENT SURVEY CONTROL
 JB0009  ___________________________________________________________________
 JB0009* NAD 83(1986)-  38 40 03.     (N)    088 29 17.     (W)     SCALED    
 JB0009* NAVD 88     -       150.929  (meters)     495.17   (feet)  ADJUSTED  
 JB0009  ___________________________________________________________________
 JB0009  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JB0009  DYNAMIC HT  -         150.836 (meters)     494.87  (feet)  COMP
 JB0009  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 JB0009
 JB0009  VERT ORDER  -  SECOND    CLASS 0
 JB0009
 JB0009.The horizontal coordinates were scaled from a topographic map and have
 JB0009.an estimated accuracy of +/- 6 seconds.
 JB0009
 JB0009.The orthometric height was determined by differential leveling
 JB0009.and adjusted by the National Geodetic Survey in June 1991..
 JB0009
 JB0009.The geoid height was determined by GEOID03.
 JB0009
 JB0009.The dynamic height is computed by dividing the NAVD 88
 JB0009.geopotential number by the normal gravity value computed on the
 JB0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0009.degrees latitude (g = 980.6199 gals.).
 JB0009
 JB0009.The modeled gravity was interpolated from observed gravity values.
 JB0009
 JB0009;                    North         East    Units  Estimated Accuracy
 JB0009;SPC IL E     -   222,080.      286,540.      MT  (+/- 180 meters Scaled)
 JB0009
 JB0009                          SUPERSEDED SURVEY CONTROL
 JB0009
 JB0009  NGVD 29 (??/??/92)  151.038  (m)          495.53   (f) ADJ UNCH    2 0
 JB0009
 JB0009.Superseded values are not recommended for survey control.
 JB0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0009.See file dsdata.txt to determine how the superseded data were derived.
 JB0009
 JB0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH705809(NAD 83)
 JB0009_MARKER: DB = BENCH MARK DISK
 JB0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0009_STAMPING: M 84 1935
 JB0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0009+STABILITY: SURFACE MOTION
 JB0009
 JB0009  HISTORY     - Date     Condition        Report By
 JB0009  HISTORY     - 1935     MONUMENTED       CGS
 JB0009  HISTORY     - 1949     MARK NOT FOUND   NGS
 JB0009  HISTORY     - 1986     MARK NOT FOUND   NGS
 JB0009
 JB0009                          STATION DESCRIPTION
 JB0009
 JB0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JB0009'AT FLORA.
 JB0009'AT FLORA, CLAY COUNTY, ON THE BALTIMORE AND OHIO RAILROAD, AT
 JB0009'THE STATION, 45 FEET SOUTHWEST OF THE SOUTH CROSSING OF THE
 JB0009'MAIN LINE TRACK AND THE SHAWNEETOWN TO BEARDSTOWN BRANCH LINE TRACK.
 JB0009'A STANDARD DISK, STAMPED M 84 1935 AND SET IN THE TOP OF A
 JB0009'CONCRETE POST.  NOTE-- SINCE THE ORIGINAL DESCRIPTION THE CROSSING
 JB0009'OF THE BRANCH LINE THE SHAWNEETOWN TO BEARDSTOWN LINE HAS BEEN
 JB0009'REMOVED.
 JB0009
 JB0009                          STATION RECOVERY (1986)
 JB0009
 JB0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JB0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB0149 ***********************************************************************
 JB0149  DESIGNATION -  M 85
 JB0149  PID         -  JB0149
 JB0149  STATE/COUNTY-  IL/WHITE
 JB0149  USGS QUAD   -  SPRINGERTON (1974)
 JB0149
 JB0149                         *CURRENT SURVEY CONTROL
 JB0149  ___________________________________________________________________
 JB0149* NAD 83(1986)-  38 10 40.     (N)    088 21 06.     (W)     SCALED    
 JB0149* NAVD 88     -       116.816  (meters)     383.25   (feet)  ADJUSTED  
 JB0149  ___________________________________________________________________
 JB0149  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JB0149  DYNAMIC HT  -         116.739 (meters)     383.00  (feet)  COMP
 JB0149  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 JB0149
 JB0149  VERT ORDER  -  SECOND    CLASS 0
 JB0149
 JB0149.The horizontal coordinates were scaled from a topographic map and have
 JB0149.an estimated accuracy of +/- 6 seconds.
 JB0149
 JB0149.The orthometric height was determined by differential leveling
 JB0149.and adjusted by the National Geodetic Survey in June 1991..
 JB0149
 JB0149.The geoid height was determined by GEOID03.
 JB0149
 JB0149.The dynamic height is computed by dividing the NAVD 88
 JB0149.geopotential number by the normal gravity value computed on the
 JB0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB0149.degrees latitude (g = 980.6199 gals.).
 JB0149
 JB0149.The modeled gravity was interpolated from observed gravity values.
 JB0149
 JB0149;                    North         East    Units  Estimated Accuracy
 JB0149;SPC IL E     -   167,710.      298,390.      MT  (+/- 180 meters Scaled)
 JB0149
 JB0149                          SUPERSEDED SURVEY CONTROL
 JB0149
 JB0149  NGVD 29 (??/??/92)  116.933  (m)          383.64   (f) ADJ UNCH    2 0
 JB0149
 JB0149.Superseded values are not recommended for survey control.
 JB0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB0149.See file dsdata.txt to determine how the superseded data were derived.
 JB0149
 JB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH816264(NAD 83)
 JB0149_MARKER: DB = BENCH MARK DISK
 JB0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB0149_STAMPING: M 85 1935
 JB0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB0149+STABILITY: SURFACE MOTION
 JB0149
 JB0149  HISTORY     - Date     Condition        Report By
 JB0149  HISTORY     - 1935     MONUMENTED       CGS
 JB0149
 JB0149                          STATION DESCRIPTION
 JB0149
 JB0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB0149'AT SPRINGER.
 JB0149'AT SPRINGER, WHITE COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JB0149'3 RAILS SOUTH OF THE STATION, AND 12 FEET WEST OF THE MAIN TRACK.
 JB0149'A STANDARD DISK, STAMPED M 85 1935 AND SET IN THE TOP OF A
 JB0149'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0178 ***********************************************************************
 KB0178  DESIGNATION -  M 87
 KB0178  PID         -  KB0178
 KB0178  STATE/COUNTY-  IL/COLES
 KB0178  USGS QUAD   -  MATTOON WEST (1984)
 KB0178
 KB0178                         *CURRENT SURVEY CONTROL
 KB0178  ___________________________________________________________________
 KB0178* NAD 83(1986)-  39 28 42.     (N)    088 23 37.     (W)     SCALED    
 KB0178* NAVD 88     -       220.057  (meters)     721.97   (feet)  ADJUSTED  
 KB0178  ___________________________________________________________________
 KB0178  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KB0178  DYNAMIC HT  -         219.931 (meters)     721.56  (feet)  COMP
 KB0178  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 KB0178
 KB0178  VERT ORDER  -  SECOND    CLASS 0
 KB0178
 KB0178.The horizontal coordinates were scaled from a topographic map and have
 KB0178.an estimated accuracy of +/- 6 seconds.
 KB0178
 KB0178.The orthometric height was determined by differential leveling
 KB0178.and adjusted by the National Geodetic Survey in June 1991..
 KB0178
 KB0178.The geoid height was determined by GEOID03.
 KB0178
 KB0178.The dynamic height is computed by dividing the NAVD 88
 KB0178.geopotential number by the normal gravity value computed on the
 KB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0178.degrees latitude (g = 980.6199 gals.).
 KB0178
 KB0178.The modeled gravity was interpolated from observed gravity values.
 KB0178
 KB0178;                    North         East    Units  Estimated Accuracy
 KB0178;SPC IL E     -   312,080.      294,810.      MT  (+/- 180 meters Scaled)
 KB0178
 KB0178                          SUPERSEDED SURVEY CONTROL
 KB0178
 KB0178  NGVD 29 (??/??/92)  220.121  (m)          722.18   (f) ADJ UNCH    2 0
 KB0178
 KB0178.Superseded values are not recommended for survey control.
 KB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0178.See file dsdata.txt to determine how the superseded data were derived.
 KB0178
 KB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ801707(NAD 83)
 KB0178_MARKER: DB = BENCH MARK DISK
 KB0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0178_STAMPING: M 87 1935
 KB0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0178+STABILITY: SURFACE MOTION
 KB0178
 KB0178  HISTORY     - Date     Condition        Report By
 KB0178  HISTORY     - 1935     MONUMENTED       CGS
 KB0178  HISTORY     - 1973     GOOD             NGS
 KB0178  HISTORY     - 1982     MARK NOT FOUND   USGS
 KB0178  HISTORY     - 20050225 MARK NOT FOUND   ILDT
 KB0178
 KB0178                          STATION DESCRIPTION
 KB0178
 KB0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0178'AT MATTOON.
 KB0178'AT MATTOON, COLES COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO
 KB0178'AND ST. LOUIS RAILWAY, 1.0 MILE WEST OF THE STATION, 3 RAILS
 KB0178'WEST OF THIRTY-SECOND STREET, AT KARL TOWER, 40 FEET NORTHEAST
 KB0178'OF A RAILROAD CROSSING, AND 40 FEET NORTH OF THE TRACK.  A
 KB0178'STANDARD DISK, STAMPED M 87 1935 AND SET IN THE TOP OF A CONCRETE
 KB0178'POST.
 KB0178
 KB0178                          STATION RECOVERY (1973)
 KB0178
 KB0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KB0178'RECOVERED IN GOOD CONDITION.
 KB0178
 KB0178                          STATION RECOVERY (1982)
 KB0178
 KB0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 KB0178'MARK NOT FOUND.
 KB0178
 KB0178                          STATION RECOVERY (2005)
 KB0178
 KB0178'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2005 (DRS)
 KB0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0512 ***********************************************************************
 KB0512  DESIGNATION -  M 89
 KB0512  PID         -  KB0512
 KB0512  STATE/COUNTY-  IL/EFFINGHAM
 KB0512  USGS QUAD   -  EFFINGHAM SOUTH (1985)
 KB0512
 KB0512                         *CURRENT SURVEY CONTROL
 KB0512  ___________________________________________________________________
 KB0512* NAD 83(1986)-  39 06 21.     (N)    088 33 00.     (W)     SCALED    
 KB0512* NAVD 88     -       179.206  (meters)     587.95   (feet)  ADJUSTED  
 KB0512  ___________________________________________________________________
 KB0512  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KB0512  DYNAMIC HT  -         179.098 (meters)     587.59  (feet)  COMP
 KB0512  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 KB0512
 KB0512  VERT ORDER  -  SECOND    CLASS 0
 KB0512
 KB0512.The horizontal coordinates were scaled from a topographic map and have
 KB0512.an estimated accuracy of +/- 6 seconds.
 KB0512
 KB0512.The orthometric height was determined by differential leveling
 KB0512.and adjusted by the National Geodetic Survey in June 1991..
 KB0512
 KB0512.The geoid height was determined by GEOID03.
 KB0512
 KB0512.The dynamic height is computed by dividing the NAVD 88
 KB0512.geopotential number by the normal gravity value computed on the
 KB0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0512.degrees latitude (g = 980.6199 gals.).
 KB0512
 KB0512.The modeled gravity was interpolated from observed gravity values.
 KB0512
 KB0512;                    North         East    Units  Estimated Accuracy
 KB0512;SPC IL E     -   270,750.      281,260.      MT  (+/- 180 meters Scaled)
 KB0512
 KB0512                          SUPERSEDED SURVEY CONTROL
 KB0512
 KB0512  NGVD 29 (??/??/92)  179.299  (m)          588.25   (f) ADJ UNCH    2 0
 KB0512
 KB0512.Superseded values are not recommended for survey control.
 KB0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0512.See file dsdata.txt to determine how the superseded data were derived.
 KB0512
 KB0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ659296(NAD 83)
 KB0512_MARKER: DB = BENCH MARK DISK
 KB0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0512_STAMPING: M 89 1935
 KB0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0512+STABILITY: SURFACE MOTION
 KB0512
 KB0512  HISTORY     - Date     Condition        Report By
 KB0512  HISTORY     - 1935     MONUMENTED       CGS
 KB0512  HISTORY     - 1950     MARK NOT FOUND   NGS
 KB0512  HISTORY     - 1983     MARK NOT FOUND   USGS
 KB0512
 KB0512                          STATION DESCRIPTION
 KB0512
 KB0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0512'0.7 MI S FROM EFFINGHAM.
 KB0512'0.7 MILE SOUTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KB0512'STATION AT EFFINGHAM, EFFINGHAM COUNTY, AT THE JUNCTION OF THE
 KB0512'INDIANAPOLIS BRANCH, ABOUT 150 YARDS NORTH OF THE ENGINEHOUSE, 14
 KB0512'YARDS EAST OF THE CENTERLINE OF THE EAST TRACK, 64 YARDS SOUTH
 KB0512'OF THE SWITCH OF THE INDIANAPOLIS BRANCH, 10 YARDS SOUTH OF A
 KB0512'SWITCH TO THE ENGINEHOUSE TRACK, 11 YARDS NORTH OF A POLE, AND AT
 KB0512'A FENCE.  A STANDARD DISK, STAMPED M 89 1935 AND SET IN THE TOP
 KB0512'OF A CONCRETE POST.  NOTE-- IT WAS REPORTED AT THAT TIME THAT THE
 KB0512'RAILROAD BED HAS BEEN CHANGED AND THE MARK HAS PROBABLY BEEN
 KB0512'DESTROYED.
 KB0512
 KB0512                          STATION RECOVERY (1950)
 KB0512
 KB0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KB0512'MARK NOT FOUND.
 KB0512
 KB0512                          STATION RECOVERY (1983)
 KB0512
 KB0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KB0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1061 ***********************************************************************
 JB1061  DESIGNATION -  M 9
 JB1061  PID         -  JB1061
 JB1061  STATE/COUNTY-  IL/PERRY
 JB1061  USGS QUAD   -  TAMAROA (1975)
 JB1061
 JB1061                         *CURRENT SURVEY CONTROL
 JB1061  ___________________________________________________________________
 JB1061* NAD 83(1986)-  38 11 26.     (N)    089 13 02.     (W)     SCALED    
 JB1061* NAVD 88     -       156.132  (meters)     512.24   (feet)  ADJUSTED  
 JB1061  ___________________________________________________________________
 JB1061  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 JB1061  DYNAMIC HT  -         156.030 (meters)     511.91  (feet)  COMP
 JB1061  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 JB1061
 JB1061  VERT ORDER  -  FIRST     CLASS I
 JB1061
 JB1061.The horizontal coordinates were scaled from a topographic map and have
 JB1061.an estimated accuracy of +/- 6 seconds.
 JB1061
 JB1061.The orthometric height was determined by differential leveling
 JB1061.and adjusted by the National Geodetic Survey in June 1991..
 JB1061.WARNING-Repeat measurements at this control monument indicate possible
 JB1061.vertical movement.
 JB1061
 JB1061.The geoid height was determined by GEOID03.
 JB1061
 JB1061.The dynamic height is computed by dividing the NAVD 88
 JB1061.geopotential number by the normal gravity value computed on the
 JB1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1061.degrees latitude (g = 980.6199 gals.).
 JB1061
 JB1061.The modeled gravity was interpolated from observed gravity values.
 JB1061
 JB1061;                    North         East    Units  Estimated Accuracy
 JB1061;SPC IL W     -   169,550.      783,170.      MT  (+/- 180 meters Scaled)
 JB1061
 JB1061                          SUPERSEDED SURVEY CONTROL
 JB1061
 JB1061  NGVD 29 (??/??/92)  156.233  (m)          512.57   (f) ADJ UNCH    1 1
 JB1061
 JB1061.Superseded values are not recommended for survey control.
 JB1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1061.See file dsdata.txt to determine how the superseded data were derived.
 JB1061
 JB1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH058292(NAD 83)
 JB1061_MARKER: DB = BENCH MARK DISK
 JB1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1061_STAMPING: M 9 1922
 JB1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1061+STABILITY: SURFACE MOTION
 JB1061
 JB1061  HISTORY     - Date     Condition        Report By
 JB1061  HISTORY     - 1922     MONUMENTED       CGS
 JB1061  HISTORY     - 1969     GOOD             NGS
 JB1061
 JB1061                          STATION DESCRIPTION
 JB1061
 JB1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JB1061'3.8 MI N FROM TAMAROA.
 JB1061'ABOUT 0.05 MILE EAST ALONG A PAVED STREET FROM THE POST OFFICE
 JB1061'AT TAMAROA, THENCE 3.7 MILES NORTH ALONG THE ILLINOIS CENTRAL
 JB1061'RAILROAD, 0.4 MILE NORTH OF A CROSSING OF THE RAILROAD AND A DIRT
 JB1061'ROAD, 61 FEET EAST-NORTHEAST AND ACROSS THE TRACK FROM MILEPOST
 JB1061'276, 30 FEET EAST OF THE EAST RAIL OF THE EAST SET OF MAIN
 JB1061'TRACKS, 16 1/2 FEET EAST OF THE EAST RAIL OF A SIDETRACK, 39 FEET
 JB1061'WEST OF THE CENTER LINE OF A TRAIL ROAD, 66 1/2 FEET WEST AND
 JB1061'ACROSS THE ROAD FROM A FENCE, 18 1/2 FEET SOUTHWEST OF A TELEPHONE
 JB1061'POLE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 JB1061'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JB1061'WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.  SEC 9, T4S,
 JB1061'R1W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KA1338 ***********************************************************************
 KA1338  DESIGNATION -  M 90
 KA1338  PID         -  KA1338
 KA1338  STATE/COUNTY-  IL/CRAWFORD
 KA1338  USGS QUAD   -  EATON (1985)
 KA1338
 KA1338                         *CURRENT SURVEY CONTROL
 KA1338  ___________________________________________________________________
 KA1338* NAD 83(1986)-  39 00 07.     (N)    087 47 46.     (W)     SCALED    
 KA1338* NAVD 88     -       160.709  (meters)     527.26   (feet)  ADJUSTED  
 KA1338  ___________________________________________________________________
 KA1338  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KA1338  DYNAMIC HT  -         160.614 (meters)     526.95  (feet)  COMP
 KA1338  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 KA1338
 KA1338  VERT ORDER  -  SECOND    CLASS 0
 KA1338
 KA1338.The horizontal coordinates were scaled from a topographic map and have
 KA1338.an estimated accuracy of +/- 6 seconds.
 KA1338
 KA1338.The orthometric height was determined by differential leveling
 KA1338.and adjusted by the National Geodetic Survey in June 1991..
 KA1338
 KA1338.The geoid height was determined by GEOID03.
 KA1338
 KA1338.The dynamic height is computed by dividing the NAVD 88
 KA1338.geopotential number by the normal gravity value computed on the
 KA1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KA1338.degrees latitude (g = 980.6199 gals.).
 KA1338
 KA1338.The modeled gravity was interpolated from observed gravity values.
 KA1338
 KA1338;                    North         East    Units  Estimated Accuracy
 KA1338;SPC IL E     -   259,330.      346,540.      MT  (+/- 180 meters Scaled)
 KA1338
 KA1338                          SUPERSEDED SURVEY CONTROL
 KA1338
 KA1338  NGVD 29 (??/??/92)  160.836  (m)          527.68   (f) ADJ UNCH    2 0
 KA1338
 KA1338.Superseded values are not recommended for survey control.
 KA1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KA1338.See file dsdata.txt to determine how the superseded data were derived.
 KA1338
 KA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ310172(NAD 83)
 KA1338_MARKER: DB = BENCH MARK DISK
 KA1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KA1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KA1338_STAMPING: M 90 1935
 KA1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KA1338+STABILITY: SURFACE MOTION
 KA1338
 KA1338  HISTORY     - Date     Condition        Report By
 KA1338  HISTORY     - 1935     MONUMENTED       CGS
 KA1338
 KA1338                          STATION DESCRIPTION
 KA1338
 KA1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KA1338'2.3 MI E FROM STOY.
 KA1338'2.3 MILES EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 KA1338'STATION AT STOY, CRAWFORD COUNTY, 0.2 MILE WEST OF MILEPOST E
 KA1338'44 = I 133, AT A ROAD CROSSING, 12 YARDS SOUTH OF THE
 KA1338'CENTERLINE OF THE TRACK, 9 YARDS EAST OF THE CENTERLINE OF THE
 KA1338'ROAD, 2 YARDS EAST OF A FENCE CORNER, AND AT THE FENCE.  A
 KA1338'STANDARD DISK, STAMPED M 90 1935 AND SET IN THE TOP OF A CONCRETE
 KA1338'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JA1251 ***********************************************************************
 JA1251  DESIGNATION -  M 91
 JA1251  PID         -  JA1251
 JA1251  STATE/COUNTY-  IL/EDWARDS
 JA1251  USGS QUAD   -  BONE GAP (1977)
 JA1251
 JA1251                         *CURRENT SURVEY CONTROL
 JA1251  ___________________________________________________________________
 JA1251* NAD 83(1986)-  38 27 38.     (N)    087 59 51.     (W)     SCALED    
 JA1251* NAVD 88     -       129.882  (meters)     426.12   (feet)  ADJUSTED  
 JA1251  ___________________________________________________________________
 JA1251  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JA1251  DYNAMIC HT  -         129.799 (meters)     425.85  (feet)  COMP
 JA1251  MODELED GRAV-     979,989.4   (mgal)                       NAVD 88
 JA1251
 JA1251  VERT ORDER  -  SECOND    CLASS 0
 JA1251
 JA1251.The horizontal coordinates were scaled from a topographic map and have
 JA1251.an estimated accuracy of +/- 6 seconds.
 JA1251
 JA1251.The orthometric height was determined by differential leveling
 JA1251.and adjusted by the National Geodetic Survey in June 1991..
 JA1251
 JA1251.The geoid height was determined by GEOID03.
 JA1251
 JA1251.The dynamic height is computed by dividing the NAVD 88
 JA1251.geopotential number by the normal gravity value computed on the
 JA1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JA1251.degrees latitude (g = 980.6199 gals.).
 JA1251
 JA1251.The modeled gravity was interpolated from observed gravity values.
 JA1251
 JA1251;                    North         East    Units  Estimated Accuracy
 JA1251;SPC IL E     -   199,150.      329,310.      MT  (+/- 180 meters Scaled)
 JA1251
 JA1251                          SUPERSEDED SURVEY CONTROL
 JA1251
 JA1251  NGVD 29 (??/??/92)  130.001  (m)          426.51   (f) ADJ UNCH    2 0
 JA1251
 JA1251.Superseded values are not recommended for survey control.
 JA1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JA1251.See file dsdata.txt to determine how the superseded data were derived.
 JA1251
 JA1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDH129573(NAD 83)
 JA1251_MARKER: DB = BENCH MARK DISK
 JA1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JA1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JA1251_STAMPING: M 91 1935
 JA1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JA1251+STABILITY: SURFACE MOTION
 JA1251
 JA1251  HISTORY     - Date     Condition        Report By
 JA1251  HISTORY     - 1935     MONUMENTED       CGS
 JA1251  HISTORY     - 1963     GOOD             NGS
 JA1251
 JA1251                          STATION DESCRIPTION
 JA1251
 JA1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JA1251'0.9 MI N FROM BONE GAP.
 JA1251'0.9 MILE NORTH ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JA1251'STATION AT BONE GAP, EDWARDS COUNTY, 45 RAILS SOUTH OF MILEPOST
 JA1251'P 199, 25 FEET SOUTH OF A ROAD CROSSING, AND 40 FEET WEST OF THE
 JA1251'TRACK.  A STANDARD DISK, STAMPED M 91 1935 AND SET IN THE TOP
 JA1251'OF A CONCRETE POST.
 JA1251
 JA1251                          STATION RECOVERY (1963)
 JA1251
 JA1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JA1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0701 ***********************************************************************
 KB0701  DESIGNATION -  M 92
 KB0701  PID         -  KB0701
 KB0701  STATE/COUNTY-  IL/CHRISTIAN
 KB0701  USGS QUAD   -  TAYLORVILLE (1982)
 KB0701
 KB0701                         *CURRENT SURVEY CONTROL
 KB0701  ___________________________________________________________________
 KB0701* NAD 83(1986)-  39 34 30.     (N)    089 19 01.     (W)     SCALED    
 KB0701* NAVD 88     -       185.387  (meters)     608.22   (feet)  ADJUSTED  
 KB0701  ___________________________________________________________________
 KB0701  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KB0701  DYNAMIC HT  -         185.283 (meters)     607.88  (feet)  COMP
 KB0701  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 KB0701
 KB0701  VERT ORDER  -  SECOND    CLASS 0
 KB0701
 KB0701.The horizontal coordinates were scaled from a topographic map and have
 KB0701.an estimated accuracy of +/- 6 seconds.
 KB0701
 KB0701.The orthometric height was determined by differential leveling
 KB0701.and adjusted by the National Geodetic Survey in June 1991..
 KB0701
 KB0701.The geoid height was determined by GEOID03.
 KB0701
 KB0701.The dynamic height is computed by dividing the NAVD 88
 KB0701.geopotential number by the normal gravity value computed on the
 KB0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0701.degrees latitude (g = 980.6199 gals.).
 KB0701
 KB0701.The modeled gravity was interpolated from observed gravity values.
 KB0701
 KB0701;                    North         East    Units  Estimated Accuracy
 KB0701;SPC IL W     -   323,150.      773,010.      MT  (+/- 180 meters Scaled)
 KB0701
 KB0701                          SUPERSEDED SURVEY CONTROL
 KB0701
 KB0701  NGVD 29 (??/??/92)  185.483  (m)          608.54   (f) ADJ UNCH    2 0
 KB0701
 KB0701.Superseded values are not recommended for survey control.
 KB0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0701.See file dsdata.txt to determine how the superseded data were derived.
 KB0701
 KB0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ009831(NAD 83)
 KB0701_MARKER: DB = BENCH MARK DISK
 KB0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0701_STAMPING: M 92 1935
 KB0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0701+STABILITY: SURFACE MOTION
 KB0701
 KB0701  HISTORY     - Date     Condition        Report By
 KB0701  HISTORY     - 1935     MONUMENTED       CGS
 KB0701  HISTORY     - 1973     MARK NOT FOUND   ILDT
 KB0701  HISTORY     - 1977     MARK NOT FOUND   USGS
 KB0701
 KB0701                          STATION DESCRIPTION
 KB0701
 KB0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0701'2.3 MI NW FROM TAYLORVILLE.
 KB0701'2.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KB0701'THE STATION AT TAYLORVILLE, CHRISTIAN COUNTY, 55 YARDS SOUTHEAST
 KB0701'OF MILEPOST 158, AT A FARM-ROAD CROSSING, 7 YARDS NORTHWEST OF
 KB0701'THE CENTERLINE OF THE FARM ROAD, 5 YARDS NORTHEAST OF THE
 KB0701'CENTERLINE OF THE TRACK, AND 3 YARDS WEST OF A POLE.  A STANDARD
 KB0701'DISK, STAMPED M 92 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0701
 KB0701                          STATION RECOVERY (1973)
 KB0701
 KB0701'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973
 KB0701'MARK NOT FOUND.
 KB0701
 KB0701                          STATION RECOVERY (1977)
 KB0701
 KB0701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KB0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0733 ***********************************************************************
 KB0733  DESIGNATION -  M 93
 KB0733  PID         -  KB0733
 KB0733  STATE/COUNTY-  IL/MONTGOMERY
 KB0733  USGS QUAD   -  HILLSBORO (1974)
 KB0733
 KB0733                         *CURRENT SURVEY CONTROL
 KB0733  ___________________________________________________________________
 KB0733* NAD 83(1986)-  39 13 54.     (N)    089 22 30.     (W)     SCALED    
 KB0733* NAVD 88     -       203.733  (meters)     668.41   (feet)  ADJUSTED  
 KB0733  ___________________________________________________________________
 KB0733  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KB0733  DYNAMIC HT  -         203.615 (meters)     668.03  (feet)  COMP
 KB0733  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 KB0733
 KB0733  VERT ORDER  -  SECOND    CLASS 0
 KB0733
 KB0733.The horizontal coordinates were scaled from a topographic map and have
 KB0733.an estimated accuracy of +/- 6 seconds.
 KB0733
 KB0733.The orthometric height was determined by differential leveling
 KB0733.and adjusted by the National Geodetic Survey in June 1991..
 KB0733
 KB0733.The geoid height was determined by GEOID03.
 KB0733
 KB0733.The dynamic height is computed by dividing the NAVD 88
 KB0733.geopotential number by the normal gravity value computed on the
 KB0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0733.degrees latitude (g = 980.6199 gals.).
 KB0733
 KB0733.The modeled gravity was interpolated from observed gravity values.
 KB0733
 KB0733;                    North         East    Units  Estimated Accuracy
 KB0733;SPC IL W     -   284,990.      768,350.      MT  (+/- 180 meters Scaled)
 KB0733
 KB0733                          SUPERSEDED SURVEY CONTROL
 KB0733
 KB0733  NGVD 29 (??/??/92)  203.844  (m)          668.78   (f) ADJ UNCH    2 0
 KB0733
 KB0733.Superseded values are not recommended for survey control.
 KB0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0733.See file dsdata.txt to determine how the superseded data were derived.
 KB0733
 KB0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ950451(NAD 83)
 KB0733_MARKER: DB = BENCH MARK DISK
 KB0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0733_STAMPING: M 93 1935
 KB0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0733+STABILITY: SURFACE MOTION
 KB0733
 KB0733  HISTORY     - Date     Condition        Report By
 KB0733  HISTORY     - 1935     MONUMENTED       CGS
 KB0733  HISTORY     - 1974     MARK NOT FOUND   USGS
 KB0733
 KB0733                          STATION DESCRIPTION
 KB0733
 KB0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0733'2 MI SW FROM WITT.
 KB0733'2.0 MILES SOUTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 KB0733'AND ST. LOUIS RAILWAY FROM THE STATION AT WITT, MONTGOMERY
 KB0733'COUNTY, 7 POLES NORTHEAST OF MILEPOST 187, 1-1/2 RAILS NORTHEAST
 KB0733'OF A ROAD CROSSING, 30 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 KB0733'4 FEET WEST OF A CROSSING-WARNING SIGN.  A STANDARD DISK, STAMPED
 KB0733'M 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0733
 KB0733                          STATION RECOVERY (1974)
 KB0733
 KB0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KB0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0837 ***********************************************************************
 KB0837  DESIGNATION -  M 94
 KB0837  PID         -  KB0837
 KB0837  STATE/COUNTY-  IL/MACOUPIN
 KB0837  USGS QUAD   -  GILLESPIE SOUTH (1974)
 KB0837
 KB0837                         *CURRENT SURVEY CONTROL
 KB0837  ___________________________________________________________________
 KB0837* NAD 83(1986)-  39 00 43.     (N)    089 47 23.     (W)     SCALED    
 KB0837* NAVD 88     -       189.342  (meters)     621.20   (feet)  ADJUSTED  
 KB0837  ___________________________________________________________________
 KB0837  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KB0837  DYNAMIC HT  -         189.230 (meters)     620.83  (feet)  COMP
 KB0837  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 KB0837
 KB0837  VERT ORDER  -  SECOND    CLASS 0
 KB0837
 KB0837.The horizontal coordinates were scaled from a topographic map and have
 KB0837.an estimated accuracy of +/- 6 seconds.
 KB0837
 KB0837.The orthometric height was determined by differential leveling
 KB0837.and adjusted by the National Geodetic Survey in June 1991..
 KB0837.WARNING-Repeat measurements at this control monument indicate possible
 KB0837.vertical movement.
 KB0837
 KB0837.The geoid height was determined by GEOID03.
 KB0837
 KB0837.The dynamic height is computed by dividing the NAVD 88
 KB0837.geopotential number by the normal gravity value computed on the
 KB0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0837.degrees latitude (g = 980.6199 gals.).
 KB0837
 KB0837.The modeled gravity was interpolated from observed gravity values.
 KB0837
 KB0837;                    North         East    Units  Estimated Accuracy
 KB0837;SPC IL W     -   260,360.      732,650.      MT  (+/- 180 meters Scaled)
 KB0837
 KB0837                          SUPERSEDED SURVEY CONTROL
 KB0837
 KB0837  NGVD 29 (??/??/92)  189.456  (m)          621.57   (f) ADJ UNCH    2 0
 KB0837
 KB0837.Superseded values are not recommended for survey control.
 KB0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0837.See file dsdata.txt to determine how the superseded data were derived.
 KB0837
 KB0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ584218(NAD 83)
 KB0837_MARKER: DB = BENCH MARK DISK
 KB0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0837_STAMPING: M94 1935
 KB0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0837+STABILITY: SURFACE MOTION
 KB0837
 KB0837  HISTORY     - Date     Condition        Report By
 KB0837  HISTORY     - 1935     MONUMENTED       CGS
 KB0837  HISTORY     - 1960     GOOD             NGS
 KB0837
 KB0837                          STATION DESCRIPTION
 KB0837
 KB0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KB0837'AT STAUNTON.
 KB0837'AT STAUNTON, AT THE NORTHWEST CORNER OF THE PUBLIC PARK, 36 FEET
 KB0837'SOUTH OF THE CENTER LINE OF WEST MAIN STREET, 70 FEET EAST OF
 KB0837'THE CENTER LINED OF EDWARDSVILLE STREET, 16 FEET WEST NORTHWEST
 KB0837'OF THE FLAG POLE, 12 FEET NORTHWEST OF A CONCRETE BASE FOR A
 KB0837'CANNON, 6 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND SET IN
 KB0837'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KB0970 ***********************************************************************
 KB0970  DESIGNATION -  M 95
 KB0970  PID         -  KB0970
 KB0970  STATE/COUNTY-  IL/SANGAMON
 KB0970  USGS QUAD   -  SPRINGFIELD WEST (1976)
 KB0970
 KB0970                         *CURRENT SURVEY CONTROL
 KB0970  ___________________________________________________________________
 KB0970* NAD 83(1986)-  39 46 14.     (N)    089 39 09.     (W)     SCALED    
 KB0970* NAVD 88     -       184.101  (meters)     604.00   (feet)  ADJUSTED  
 KB0970  ___________________________________________________________________
 KB0970  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KB0970  DYNAMIC HT  -         183.999 (meters)     603.67  (feet)  COMP
 KB0970  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 KB0970
 KB0970  VERT ORDER  -  SECOND    CLASS 0
 KB0970
 KB0970.The horizontal coordinates were scaled from a topographic map and have
 KB0970.an estimated accuracy of +/- 6 seconds.
 KB0970
 KB0970.The orthometric height was determined by differential leveling
 KB0970.and adjusted by the National Geodetic Survey in June 1991..
 KB0970
 KB0970.The geoid height was determined by GEOID03.
 KB0970
 KB0970.The dynamic height is computed by dividing the NAVD 88
 KB0970.geopotential number by the normal gravity value computed on the
 KB0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KB0970.degrees latitude (g = 980.6199 gals.).
 KB0970
 KB0970.The modeled gravity was interpolated from observed gravity values.
 KB0970
 KB0970;                    North         East    Units  Estimated Accuracy
 KB0970;SPC IL W     -   344,640.      744,050.      MT  (+/- 180 meters Scaled)
 KB0970
 KB0970                          SUPERSEDED SURVEY CONTROL
 KB0970
 KB0970  NGVD 29 (??/??/92)  184.199  (m)          604.33   (f) ADJ UNCH    2 0
 KB0970
 KB0970.Superseded values are not recommended for survey control.
 KB0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KB0970.See file dsdata.txt to determine how the superseded data were derived.
 KB0970
 KB0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK728056(NAD 83)
 KB0970_MARKER: DB = BENCH MARK DISK
 KB0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KB0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KB0970_STAMPING: M 95 1935
 KB0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KB0970+STABILITY: SURFACE MOTION
 KB0970
 KB0970  HISTORY     - Date     Condition        Report By
 KB0970  HISTORY     - 1935     MONUMENTED       CGS
 KB0970  HISTORY     - 1971     GOOD             ILHD
 KB0970  HISTORY     - 1976     GOOD             NGS
 KB0970
 KB0970                          STATION DESCRIPTION
 KB0970
 KB0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KB0970'2 MI S FROM SPRINGFIELD.
 KB0970'AT SPRINGFIELD, SANGAMON COUNTY, ABOUT 2 MILES SOUTH OF THE OLD
 KB0970'ALTON RAILROAD STATION, AT THE WABASH RAILROAD CROSSING, 5 YARDS
 KB0970'SOUTH OF THE CENTERLINE OF THE W.R.R. TRACK, AND 4 YARDS WEST OF
 KB0970'THE CENTERLINE OF THE OLD A.R.R. SOUTHBOUND TRACK.  A STANDARD
 KB0970'DISK, STAMPED M 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KB0970'NOTE-- 17 FEET SOUTH OF THE CENTERLINE OF THE WRR TRACK.  16.5
 KB0970'FEET FROM SE CORNER OF RR SWITCH HOUSE, AND 13 FEET FROM NE
 KB0970'CORNER.
 KB0970
 KB0970                          STATION RECOVERY (1971)
 KB0970
 KB0970'RECOVERY NOTE BY IL HIGHWAY DEPT 1971
 KB0970'RECOVERED IN GOOD CONDITION.
 KB0970
 KB0970                          STATION RECOVERY (1976)
 KB0970
 KB0970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KB0970'AT THE CROSSING OF THE GULF MOBILE AND OHIO AND THE NORFOLK AND
 KB0970'WESTERN RAILROADS 250 FT WEST OF 1 ST , 76 FT NORTH OF ILES AVE, AND
 KB0970'13 FEET E OF THE NE CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JC0328 ***********************************************************************
 JC0328  DESIGNATION -  M 97
 JC0328  PID         -  JC0328
 JC0328  STATE/COUNTY-  IL/RANDOLPH
 JC0328  USGS QUAD   -  PRAIRIE DU ROCHER (1993)
 JC0328
 JC0328                         *CURRENT SURVEY CONTROL
 JC0328  ___________________________________________________________________
 JC0328* NAD 83(1986)-  38 04 57.     (N)    090 06 06.     (W)     SCALED    
 JC0328* NAVD 88     -       119.654  (meters)     392.56   (feet)  ADJUSTED  
 JC0328  ___________________________________________________________________
 JC0328  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 JC0328  DYNAMIC HT  -         119.574 (meters)     392.30  (feet)  COMP
 JC0328  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 JC0328
 JC0328  VERT ORDER  -  SECOND    CLASS 0
 JC0328
 JC0328.The horizontal coordinates were scaled from a topographic map and have
 JC0328.an estimated accuracy of +/- 6 seconds.
 JC0328
 JC0328.The orthometric height was determined by differential leveling
 JC0328.and adjusted by the National Geodetic Survey in June 1991..
 JC0328
 JC0328.The geoid height was determined by GEOID03.
 JC0328
 JC0328.The dynamic height is computed by dividing the NAVD 88
 JC0328.geopotential number by the normal gravity value computed on the
 JC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JC0328.degrees latitude (g = 980.6199 gals.).
 JC0328
 JC0328.The modeled gravity was interpolated from observed gravity values.
 JC0328
 JC0328;                    North         East    Units  Estimated Accuracy
 JC0328;SPC IL W     -   157,130.      705,700.      MT  (+/- 180 meters Scaled)
 JC0328
 JC0328                          SUPERSEDED SURVEY CONTROL
 JC0328
 JC0328  NGVD 29 (??/??/92)  119.77   (m)          392.9    (f) COMPUTED    2 0
 JC0328
 JC0328.Superseded values are not recommended for survey control.
 JC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JC0328.See file dsdata.txt to determine how the superseded data were derived.
 JC0328
 JC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYC542189(NAD 83)
 JC0328_MARKER: DB = BENCH MARK DISK
 JC0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JC0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JC0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JC0328+STABILITY: SURFACE MOTION
 JC0328
 JC0328  HISTORY     - Date     Condition        Report By
 JC0328  HISTORY     - UNK      MONUMENTED       CGS
 JC0328  HISTORY     - 1935     GOOD             NGS
 JC0328
 JC0328                          STATION DESCRIPTION
 JC0328
 JC0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JC0328'IN PRAIRE DU ROCKER.
 JC0328'IN SOUTH-EAST CORNER OF MO. PACIFIC PUMP HOUSE YARD.  480 FT.
 JC0328'NORTH OF DEPOT.  13 FT. WEST OF CENTER LINE OF WEST MAIN TRACK
 JC0328'OF MO. PACIFIC RR.  AT MILE POST 41-15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HB0580 ***********************************************************************
 HB0580  DESIGNATION -  M 98
 HB0580  PID         -  HB0580
 HB0580  STATE/COUNTY-  IL/JACKSON
 HB0580  USGS QUAD   -  GORHAM (1994)
 HB0580
 HB0580                         *CURRENT SURVEY CONTROL
 HB0580  ___________________________________________________________________
 HB0580* NAD 83(1986)-  37 40 24.     (N)    089 28 03.     (W)     SCALED    
 HB0580* NAVD 88     -       110.219  (meters)     361.61   (feet)  ADJUSTED  
 HB0580  ___________________________________________________________________
 HB0580  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HB0580  DYNAMIC HT  -         110.142 (meters)     361.36  (feet)  COMP
 HB0580  MODELED GRAV-     979,926.8   (mgal)                       NAVD 88
 HB0580
 HB0580  VERT ORDER  -  SECOND    CLASS 0
 HB0580
 HB0580.The horizontal coordinates were scaled from a topographic map and have
 HB0580.an estimated accuracy of +/- 6 seconds.
 HB0580
 HB0580.The orthometric height was determined by differential leveling
 HB0580.and adjusted by the National Geodetic Survey in June 1991..
 HB0580
 HB0580.The geoid height was determined by GEOID03.
 HB0580
 HB0580.The dynamic height is computed by dividing the NAVD 88
 HB0580.geopotential number by the normal gravity value computed on the
 HB0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HB0580.degrees latitude (g = 980.6199 gals.).
 HB0580
 HB0580.The modeled gravity was interpolated from observed gravity values.
 HB0580
 HB0580;                    North         East    Units  Estimated Accuracy
 HB0580;SPC IL W     -   111,940.      761,680.      MT  (+/- 180 meters Scaled)
 HB0580
 HB0580                          SUPERSEDED SURVEY CONTROL
 HB0580
 HB0580  NGVD 29 (??/??/??)  110.302  (m)          361.88   (f) ADJUSTED    2 0
 HB0580
 HB0580.Superseded values are not recommended for survey control.
 HB0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HB0580.See file dsdata.txt to determine how the superseded data were derived.
 HB0580
 HB0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBG823724(NAD 83)
 HB0580_MARKER: DB = BENCH MARK DISK
 HB0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HB0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HB0580_STAMPING: M 98 1935
 HB0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HB0580+STABILITY: SURFACE MOTION
 HB0580
 HB0580  HISTORY     - Date     Condition        Report By
 HB0580  HISTORY     - 1935     MONUMENTED       CGS
 HB0580
 HB0580                          STATION DESCRIPTION
 HB0580
 HB0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HB0580'3.4 MI S FROM GORHAM.
 HB0580'3.4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 HB0580'AT GORHAM, JACKSON COUNTY, AT POLE 87/21, 78 FEET SOUTH OF A ROAD
 HB0580'CROSSING, AND 25 FEET WEST OF THE CENTERLINE OF THE WEST MAIN TRACK.
 HB0580'A STANDARD DISK, STAMPED M 98 1935 AND SET IN THE TOP OF A
 HB0580'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1235 ***********************************************************************
 JB1235  DESIGNATION -  M 99
 JB1235  PID         -  JB1235
 JB1235  STATE/COUNTY-  IL/RANDOLPH
 JB1235  USGS QUAD   -  TILDEN (1982)
 JB1235
 JB1235                         *CURRENT SURVEY CONTROL
 JB1235  ___________________________________________________________________
 JB1235* NAD 83(1986)-  38 12 22.     (N)    089 39 54.     (W)     SCALED    
 JB1235* NAVD 88     -       148.158  (meters)     486.08   (feet)  ADJUSTED  
 JB1235  ___________________________________________________________________
 JB1235  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 JB1235  DYNAMIC HT  -         148.062 (meters)     485.77  (feet)  COMP
 JB1235  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 JB1235
 JB1235  VERT ORDER  -  SECOND    CLASS 0
 JB1235
 JB1235.The horizontal coordinates were scaled from a topographic map and have
 JB1235.an estimated accuracy of +/- 6 seconds.
 JB1235
 JB1235.The orthometric height was determined by differential leveling
 JB1235.and adjusted by the National Geodetic Survey in June 1991..
 JB1235
 JB1235.The geoid height was determined by GEOID03.
 JB1235
 JB1235.The dynamic height is computed by dividing the NAVD 88
 JB1235.geopotential number by the normal gravity value computed on the
 JB1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JB1235.degrees latitude (g = 980.6199 gals.).
 JB1235
 JB1235.The modeled gravity was interpolated from observed gravity values.
 JB1235
 JB1235;                    North         East    Units  Estimated Accuracy
 JB1235;SPC IL W     -   170,970.      743,940.      MT  (+/- 180 meters Scaled)
 JB1235
 JB1235                          SUPERSEDED SURVEY CONTROL
 JB1235
 JB1235  NGVD 29 (??/??/92)  148.271  (m)          486.45   (f) ADJ UNCH    2 0
 JB1235
 JB1235.Superseded values are not recommended for survey control.
 JB1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1235.See file dsdata.txt to determine how the superseded data were derived.
 JB1235
 JB1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH666320(NAD 83)
 JB1235_MARKER: DB = BENCH MARK DISK
 JB1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JB1235_STAMPING: M 99 1935
 JB1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JB1235+STABILITY: SURFACE MOTION
 JB1235
 JB1235  HISTORY     - Date     Condition        Report By
 JB1235  HISTORY     - 1935     MONUMENTED       CGS
 JB1235
 JB1235                          STATION DESCRIPTION
 JB1235
 JB1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JB1235'1 MI SE FROM TILDEN.
 JB1235'1.0 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 JB1235'STATION AT TILDEN, RANDOLPH COUNTY, AT POLE E 42+29, AT A ROAD
 JB1235'CROSSING, 110 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 JB1235'MAIN TRACK, AND 48 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 JB1235'A STANDARD DISK, STAMPED M 99 1935 AND SET IN THE TOP OF A
 JB1235'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8874 ***********************************************************************
 DE8874  DESIGNATION -  MAC 01A
 DE8874  PID         -  DE8874
 DE8874  STATE/COUNTY-  IL/MACON
 DE8874  USGS QUAD   -  MACON WEST (1982)
 DE8874
 DE8874                         *CURRENT SURVEY CONTROL
 DE8874  ___________________________________________________________________
 DE8874* NAD 83(1997)-  39 43 08.99422(N)    089 06 10.56327(W)     ADJUSTED  
 DE8874* NAVD 88     -       186.2    (meters)     611.     (feet)  GPS OBS   
 DE8874  ___________________________________________________________________
 DE8874  X           -      76,915.508 (meters)                     COMP
 DE8874  Y           -  -4,912,208.345 (meters)                     COMP
 DE8874  Z           -   4,054,148.321 (meters)                     COMP
 DE8874  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DE8874  ELLIP HEIGHT-         153.83  (meters)          (12/06/04) GPS OBS
 DE8874  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DE8874
 DE8874  HORZ ORDER  -  FIRST
 DE8874  ELLP ORDER  -  FOURTH    CLASS I
 DE8874
 DE8874.The horizontal coordinates were established by GPS observations
 DE8874.and adjusted by the National Geodetic Survey in December 2002..
 DE8874
 DE8874.The orthometric height was determined by GPS observations and a
 DE8874.high-resolution geoid model.
 DE8874
 DE8874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8874
 DE8874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8874
 DE8874.The ellipsoidal height was determined by GPS observations
 DE8874.and is referenced to NAD 83.
 DE8874
 DE8874.The geoid height was determined by GEOID03.
 DE8874
 DE8874;                    North         East     Units Scale Factor Converg.
 DE8874;SPC IL E     -   339,102.649   234,013.658   MT  1.00002859   -0 29 30.5
 DE8874;SPC IL E     - 1,112,539.27    767,759.81   sFT  1.00002859   -0 29 30.5
 DE8874;UTM  16      - 4,398,702.338   319,753.457   MT  1.00000000   -1 20 39.1
 DE8874
 DE8874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8874!SPC IL E     -   0.99997587  x   1.00002859  =   1.00000446
 DE8874!UTM  16      -   0.99997587  x   1.00000000  =   0.99997587
 DE8874
 DE8874                          SUPERSEDED SURVEY CONTROL
 DE8874
 DE8874  ELLIP H (12/18/02)  153.83   (m)                       GP(       ) 4 2
 DE8874
 DE8874.Superseded values are not recommended for survey control.
 DE8874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8874.See file dsdata.txt to determine how the superseded data were derived.
 DE8874
 DE8874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1975398702(NAD 83)
 DE8874_MARKER: I = METAL ROD
 DE8874_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8874_STAMPING: MAC-01A
 DE8874_MARK LOGO: ILDT  
 DE8874_PROJECTION: FLUSH
 DE8874_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8874+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8874_ROD/PIPE-DEPTH:  6.1 meters
 DE8874_SLEEVE-DEPTH  :  1.1 meters
 DE8874
 DE8874  HISTORY     - Date     Condition        Report By
 DE8874  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8874
 DE8874                          STATION DESCRIPTION
 DE8874
 DE8874'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8874'THE STATION IS LOCATED ABOUT 5.9 MI  ( 9.6  KM )  WEST OF MACON ,
 DE8874' ABOUT 1.4 MI ( 2.3 KM ) NORTH OF BLUE MOUND . TO REACH  FROM  THE
 DE8874'JUNCTION   AT  STATE ROUTE 48 AND  N LEWIS ST.  OF  BLUE MOUND  ,  GO
 DE8874'NORTH ON STATE ROUTE 48  ( 440 N COUNTY ROAD )  ABOUT 1.4 MI ( 2.3 KM
 DE8874')
 DE8874'TO  THE  CROSS  ROAD 600 E  COUNTY ROAD,  THE STATION IS ON THE  LEFT
 DE8874', ON THE  NORTHWEST CORNER AT THE CROSSROAD.   IT IS  37.0  FT
 DE8874'NORTH  OF THE  CENTER OF THE STATE ROUTE 48 ( 440 N COUNTY ROAD ) ,
 DE8874'33.0  FT WEST OF  THE  CENTER OF THE 600 E  COUNTY ROAD , 12.0 FT
 DE8874'NORTHWEST OF THE  STOP SIGN  POLE, 2 FT SOUTHEAST OF THE
 DE8874'FIBERGLASS WITNESS POST   NOTE-- ACCESS TO THE  STATION
 DE8874'POINT IS THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8874' 
 DE8874' 
 DE8874' 
 DE8874' 
 DE8874' 
 DE8874'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8881 ***********************************************************************
 DE8881  DESIGNATION -  MAC 01B
 DE8881  PID         -  DE8881
 DE8881  STATE/COUNTY-  IL/MACON
 DE8881  USGS QUAD   -  MACON WEST (1982)
 DE8881
 DE8881                         *CURRENT SURVEY CONTROL
 DE8881  ___________________________________________________________________
 DE8881* NAD 83(1997)-  39 42 55.88901(N)    089 06 24.67478(W)     ADJUSTED  
 DE8881* NAVD 88     -       184.5    (meters)     605.     (feet)  GPS OBS   
 DE8881  ___________________________________________________________________
 DE8881  X           -      76,583.447 (meters)                     COMP
 DE8881  Y           -  -4,912,470.513 (meters)                     COMP
 DE8881  Z           -   4,053,836.308 (meters)                     COMP
 DE8881  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DE8881  ELLIP HEIGHT-         152.10  (meters)          (12/06/04) GPS OBS
 DE8881  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 DE8881
 DE8881  HORZ ORDER  -  FIRST
 DE8881  ELLP ORDER  -  FOURTH    CLASS I
 DE8881
 DE8881.The horizontal coordinates were established by GPS observations
 DE8881.and adjusted by the National Geodetic Survey in December 2002..
 DE8881
 DE8881.The orthometric height was determined by GPS observations and a
 DE8881.high-resolution geoid model.
 DE8881
 DE8881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8881
 DE8881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8881
 DE8881.The ellipsoidal height was determined by GPS observations
 DE8881.and is referenced to NAD 83.
 DE8881
 DE8881.The geoid height was determined by GEOID03.
 DE8881
 DE8881;                    North         East     Units Scale Factor Converg.
 DE8881;SPC IL E     -   338,701.361   233,674.074   MT  1.00002914   -0 29 39.4
 DE8881;SPC IL E     - 1,111,222.72    766,645.69   sFT  1.00002914   -0 29 39.4
 DE8881;UTM  16      - 4,398,306.157   319,407.951   MT  1.00000153   -1 20 47.7
 DE8881
 DE8881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8881!SPC IL E     -   0.99997614  x   1.00002914  =   1.00000528
 DE8881!UTM  16      -   0.99997614  x   1.00000153  =   0.99997767
 DE8881
 DE8881                          SUPERSEDED SURVEY CONTROL
 DE8881
 DE8881  ELLIP H (12/18/02)  152.10   (m)                       GP(       ) 4 2
 DE8881
 DE8881.Superseded values are not recommended for survey control.
 DE8881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8881.See file dsdata.txt to determine how the superseded data were derived.
 DE8881
 DE8881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1940898306(NAD 83)
 DE8881_MARKER: I = METAL ROD
 DE8881_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8881_STAMPING: MAC-01B
 DE8881_MARK LOGO: ILDT  
 DE8881_PROJECTION: FLUSH
 DE8881_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8881+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8881_ROD/PIPE-DEPTH:  6.1 meters
 DE8881_SLEEVE-DEPTH  :  1.1 meters
 DE8881
 DE8881  HISTORY     - Date     Condition        Report By
 DE8881  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8881
 DE8881                          STATION DESCRIPTION
 DE8881
 DE8881'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8881'THE STATION IS LOCATED ABOUT 5.8 MI  ( 9.5  KM )   WEST OF MACON ,
 DE8881' ABOUT 1.1 MI ( 1.8 KM ) NORTH OF BLUE MOND . TO REACH  FROM  THE
 DE8881'JUNCTION  AT STATE ROUTE 48 AND  N LEWIS ST.  OF  BLUE MOUND ,  GO
 DE8881'NORTH ON STATE ROUTE 48  ( 440 N COUNTY ROAD )  ABOUT 1.1 MI ( 1.8 KM
 DE8881').
 DE8881'THE STATION IS ON THE RIGHT, ABOUT 0.3 MI ( 0.5 KM ) SOUTHWEST  FROM
 DE8881'THE  THE  CROSS  ROAD 600 E  COUNTY ROAD .  IT IS  34.0   FT
 DE8881'SOUTHEAST
 DE8881'OF THE  CENTER OF THE STATE ROUTE 48 ( 440 N COUNTY ROAD ) , 10.0   FT
 DE8881'NORTHWEST  OF  THE  EDGE OF FIELD, 2.0 FT NORTHWEST OF FIBERGLASS
 DE8881'WITNESS POST  NOTE-- ACCESS TO THE  STATION
 DE8881'POINT IS THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8881' 
 DE8881'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8873 ***********************************************************************
 DE8873  DESIGNATION -  MAC 02A
 DE8873  PID         -  DE8873
 DE8873  STATE/COUNTY-  IL/MACON
 DE8873  USGS QUAD   -  ARGENTA (1975)
 DE8873
 DE8873                         *CURRENT SURVEY CONTROL
 DE8873  ___________________________________________________________________
 DE8873* NAD 83(1997)-  39 56 17.41892(N)    088 49 20.90707(W)     ADJUSTED  
 DE8873* NAVD 88     -       205.9    (meters)     676.     (feet)  GPS OBS   
 DE8873  ___________________________________________________________________
 DE8873  X           -     100,639.755 (meters)                     COMP
 DE8873  Y           -  -4,896,216.553 (meters)                     COMP
 DE8873  Z           -   4,072,835.834 (meters)                     COMP
 DE8873  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DE8873  ELLIP HEIGHT-         173.77  (meters)          (12/06/04) GPS OBS
 DE8873  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 DE8873
 DE8873  HORZ ORDER  -  FIRST
 DE8873  ELLP ORDER  -  FOURTH    CLASS I
 DE8873
 DE8873.The horizontal coordinates were established by GPS observations
 DE8873.and adjusted by the National Geodetic Survey in December 2002..
 DE8873
 DE8873.The orthometric height was determined by GPS observations and a
 DE8873.high-resolution geoid model.
 DE8873
 DE8873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8873
 DE8873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8873
 DE8873.The ellipsoidal height was determined by GPS observations
 DE8873.and is referenced to NAD 83.
 DE8873
 DE8873.The geoid height was determined by GEOID03.
 DE8873
 DE8873;                    North         East     Units Scale Factor Converg.
 DE8873;SPC IL E     -   363,250.024   258,193.683   MT  0.99999651   -0 18 50.4
 DE8873;SPC IL E     - 1,191,762.79    847,090.44   sFT  0.99999651   -0 18 50.4
 DE8873;UTM  16      - 4,422,485.012   344,289.263   MT  0.99989849   -1 10 12.7
 DE8873
 DE8873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8873!SPC IL E     -   0.99997274  x   0.99999651  =   0.99996925
 DE8873!UTM  16      -   0.99997274  x   0.99989849  =   0.99987123
 DE8873
 DE8873                          SUPERSEDED SURVEY CONTROL
 DE8873
 DE8873  ELLIP H (12/18/02)  173.76   (m)                       GP(       ) 4 2
 DE8873
 DE8873.Superseded values are not recommended for survey control.
 DE8873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8873.See file dsdata.txt to determine how the superseded data were derived.
 DE8873
 DE8873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK4428922485(NAD 83)
 DE8873_MARKER: I = METAL ROD
 DE8873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8873_STAMPING: MAC-02A
 DE8873_MARK LOGO: ILDT  
 DE8873_PROJECTION: FLUSH
 DE8873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8873+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8873_ROD/PIPE-DEPTH:  3.7 meters
 DE8873_SLEEVE-DEPTH  :  1.1 meters
 DE8873
 DE8873  HISTORY     - Date     Condition        Report By
 DE8873  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8873
 DE8873                          STATION DESCRIPTION
 DE8873
 DE8873'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8873'THE STATION IS LOCATED ABOUT 2.2 MI  ( 3.61  KM ) EAST OF OREANA ,
 DE8873'ABOUT 3.1 MI ( 5.08 KM ) SOUTH  OF  ARGENTA . TO REACH  FROM  THE
 DE8873'JUNCTION  AT THE INTERSTATE 72  ( EXIT 150 )  AND  ROUTE 25  ( 2100 E
 DE8873'COUNTY ROAD,  ARGENTA RD)  , GO  SOUTH ON ROUTE 25 ( 2100 E COUNTY
 DE8873'ROAD, ARGENTA RD.)   ABOUT 1.2 MI ( 1.9 KM )  TO  THE  CROSSROAD
 DE8873'1900 N   COUNTY ROAD ( ILLINIWICK RD. ) ,  THE STATION IS ON THE  LEFT
 DE8873',
 DE8873'AT THE CROSSROAD.   IT IS  31.2  FT  EAST  OF THE CENTER OF THE ROUTE
 DE8873'25 ( 2100 E COUNTY ROAD , ARGENTA RD. )  , 14.0   FT NORTH  FROM  THE
 DE8873'FENCE CORNER ,  16.0 FT SOUTH OF THE  UTILITY  POLE.   NOTE-- ACCESS
 DE8873'TO
 DE8873'THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8873' 
 DE8873' 
 DE8873'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8880 ***********************************************************************
 DE8880  DESIGNATION -  MAC 02B
 DE8880  PID         -  DE8880
 DE8880  STATE/COUNTY-  IL/MACON
 DE8880  USGS QUAD   -  ARGENTA (1975)
 DE8880
 DE8880                         *CURRENT SURVEY CONTROL
 DE8880  ___________________________________________________________________
 DE8880* NAD 83(1997)-  39 56 02.89951(N)    088 49 21.68638(W)     ADJUSTED  
 DE8880* NAVD 88     -       208.2    (meters)     683.     (feet)  GPS OBS   
 DE8880  ___________________________________________________________________
 DE8880  X           -     100,627.199 (meters)                     COMP
 DE8880  Y           -  -4,896,506.112 (meters)                     COMP
 DE8880  Z           -   4,072,493.933 (meters)                     COMP
 DE8880  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 DE8880  ELLIP HEIGHT-         176.07  (meters)          (12/06/04) GPS OBS
 DE8880  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 DE8880
 DE8880  HORZ ORDER  -  FIRST
 DE8880  ELLP ORDER  -  FOURTH    CLASS I
 DE8880
 DE8880.The horizontal coordinates were established by GPS observations
 DE8880.and adjusted by the National Geodetic Survey in December 2002..
 DE8880
 DE8880.The orthometric height was determined by GPS observations and a
 DE8880.high-resolution geoid model.
 DE8880
 DE8880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8880
 DE8880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8880
 DE8880.The ellipsoidal height was determined by GPS observations
 DE8880.and is referenced to NAD 83.
 DE8880
 DE8880.The geoid height was determined by GEOID03.
 DE8880
 DE8880;                    North         East     Units Scale Factor Converg.
 DE8880;SPC IL E     -   362,802.317   258,172.726   MT  0.99999653   -0 18 50.9
 DE8880;SPC IL E     - 1,190,293.94    847,021.69   sFT  0.99999653   -0 18 50.9
 DE8880;UTM  16      - 4,422,037.713   344,261.621   MT  0.99989860   -1 10 12.8
 DE8880
 DE8880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8880!SPC IL E     -   0.99997238  x   0.99999653  =   0.99996891
 DE8880!UTM  16      -   0.99997238  x   0.99989860  =   0.99987098
 DE8880
 DE8880                          SUPERSEDED SURVEY CONTROL
 DE8880
 DE8880  ELLIP H (12/18/02)  176.04   (m)                       GP(       ) 4 2
 DE8880
 DE8880.Superseded values are not recommended for survey control.
 DE8880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8880.See file dsdata.txt to determine how the superseded data were derived.
 DE8880
 DE8880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK4426222038(NAD 83)
 DE8880_MARKER: I = METAL ROD
 DE8880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8880_STAMPING: MAC-02B
 DE8880_MARK LOGO: ILDT  
 DE8880_PROJECTION: FLUSH
 DE8880_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8880+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8880_ROD/PIPE-DEPTH:  3.7 meters
 DE8880_SLEEVE-DEPTH  :  1.1 meters
 DE8880
 DE8880  HISTORY     - Date     Condition        Report By
 DE8880  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8880
 DE8880                          STATION DESCRIPTION
 DE8880
 DE8880'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8880'THE STATION IS LOCATED ABOUT 2.3 MI  ( 3.7  KM ) EAST OF OREANA ,
 DE8880'ABOUT
 DE8880'3.3 MI ( 5.08 KM ) SOUTH  OF  ARGENTA . TO REACH  FROM  THE
 DE8880'JUNCTION  AT THE INTERSTATE 72  ( EXIT 150 )  AND  ROUTE 25  ( 2100 E
 DE8880'COUNTY ROAD,  ARGENTA RD)  , GO  SOUTH ON ROUTE 25 ( 2100 E COUNTY
 DE8880'ROAD, ARGENTA RD.)   ABOUT 1.2 MI ( 1.9 KM )  TO  THE  CROSSROAD 1900
 DE8880'N
 DE8880'  COUNTY ROAD ( ILLINIWICK RD. ), CONTINUE SOUTH ON ROUTE 25 ( 2100 E
 DE8880'COUNTY ROAD, ARGENTA RD. ) ABOUT 0.3 MI ( 0.5 KM )  ,  THE STATION IS
 DE8880'ON
 DE8880'THE  RIGHT.   IT IS  31.0  FT  WEST  OF THE CENTER OF THE ROUTE 25 (
 DE8880'2100
 DE8880'E COUNTY ROAD , ARGENTA RD. )  , 3.5   FT WEST OF THE EDGE OF FIELD,
 DE8880'28.5 FT NORTHWEST OF THE  SIGN POLE ( SCHOOL BUS STOP AHEAD ) .
 DE8880'NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A  6 - INCH  ACCESS
 DE8880'COVER.
 DE8880' 
 DE8880' 
 DE8880' 
 DE8880'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8884 ***********************************************************************
 DE8884  DESIGNATION -  MAC 03A
 DE8884  PID         -  DE8884
 DE8884  STATE/COUNTY-  IL/MACON
 DE8884  USGS QUAD   -  HARRISTOWN (1982)
 DE8884
 DE8884                         *CURRENT SURVEY CONTROL
 DE8884  ___________________________________________________________________
 DE8884* NAD 83(1997)-  39 50 44.79032(N)    089 05 04.92386(W)     ADJUSTED  
 DE8884* NAVD 88     -       206.4    (meters)     677.     (feet)  GPS OBS   
 DE8884  ___________________________________________________________________
 DE8884  X           -      78,335.266 (meters)                     COMP
 DE8884  Y           -  -4,903,205.015 (meters)                     COMP
 DE8884  Z           -   4,064,964.506 (meters)                     COMP
 DE8884  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DE8884  ELLIP HEIGHT-         174.08  (meters)          (12/06/04) GPS OBS
 DE8884  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 DE8884
 DE8884  HORZ ORDER  -  FIRST
 DE8884  ELLP ORDER  -  FOURTH    CLASS I
 DE8884
 DE8884.The horizontal coordinates were established by GPS observations
 DE8884.and adjusted by the National Geodetic Survey in December 2002..
 DE8884
 DE8884.The orthometric height was determined by GPS observations and a
 DE8884.high-resolution geoid model.
 DE8884
 DE8884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8884
 DE8884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8884
 DE8884.The ellipsoidal height was determined by GPS observations
 DE8884.and is referenced to NAD 83.
 DE8884
 DE8884.The geoid height was determined by GEOID03.
 DE8884
 DE8884;                    North         East     Units Scale Factor Converg.
 DE8884;SPC IL E     -   353,146.828   235,694.970   MT  1.00002589   -0 28 53.2
 DE8884;SPC IL E     - 1,158,615.88    773,275.91   sFT  1.00002589   -0 28 53.2
 DE8884;UTM  16      - 4,412,719.473   321,643.725   MT  0.99999164   -1 20 09.8
 DE8884
 DE8884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8884!SPC IL E     -   0.99997269  x   1.00002589  =   0.99999858
 DE8884!UTM  16      -   0.99997269  x   0.99999164  =   0.99996433
 DE8884
 DE8884                          SUPERSEDED SURVEY CONTROL
 DE8884
 DE8884  ELLIP H (12/18/02)  174.08   (m)                       GP(       ) 4 2
 DE8884
 DE8884.Superseded values are not recommended for survey control.
 DE8884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8884.See file dsdata.txt to determine how the superseded data were derived.
 DE8884
 DE8884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK2164412719(NAD 83)
 DE8884_MARKER: I = METAL ROD
 DE8884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8884_STAMPING: MAC-03A
 DE8884_MARK LOGO: ILDT  
 DE8884_PROJECTION: FLUSH
 DE8884_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8884+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8884_ROD/PIPE-DEPTH:  3.7 meters
 DE8884_SLEEVE-DEPTH  :  1.1 meters
 DE8884
 DE8884  HISTORY     - Date     Condition        Report By
 DE8884  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8884
 DE8884                          STATION DESCRIPTION
 DE8884
 DE8884'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8884'THE STATION IS LOCATED ABOUT 0.5 MI  ( 0.8  KM ) WEST OF HARRISTOWN  .
 DE8884'TO REACH  FROM  THE  JUNCTION  AT THE U.S. ROUTE 36 AND WEST OLD
 DE8884'U.S. ROAD 36,  GO  WEST ON OLD U.S.  ROUTE 36    ABOUT 3.0  MI ( 4.9
 DE8884'KM )
 DE8884'TO  THE  CROSS  ROAD ROUTE 21 ( LINCOLN HERITAGE TRAIL ) COUNTY
 DE8884'ROAD. ,  THE STATION IS ON THE  RIGHT , ON THE NORTHEAST CORNER AT
 DE8884'THE CROSS ROAD.   IT IS  39.0  FT  NORTH   OF THE CENTER OF THE WEST
 DE8884'OLD U.S. ROUTE 36 ,  113.4   FT EAST OF THE CENTER OF THE ROUTE 21 (
 DE8884'LINCOLN HERITAGE TRAIL ) COUNTY ROAD, 2.0 FT SOUTH OF THE
 DE8884'FIBERGLASS WITNESS  POST.    NOTE-- ACCESS TO THE  STATION  POINT IS
 DE8884'THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8884' 
 DE8884'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8878 ***********************************************************************
 DE8878  DESIGNATION -  MAC 03B
 DE8878  PID         -  DE8878
 DE8878  STATE/COUNTY-  IL/MACON
 DE8878  USGS QUAD   -  HARRISTOWN (1982)
 DE8878
 DE8878                         *CURRENT SURVEY CONTROL
 DE8878  ___________________________________________________________________
 DE8878* NAD 83(1997)-  39 50 44.52674(N)    089 05 27.51824(W)     ADJUSTED  
 DE8878* NAVD 88     -       205.5    (meters)     674.     (feet)  GPS OBS   
 DE8878  ___________________________________________________________________
 DE8878  X           -      77,798.237 (meters)                     COMP
 DE8878  Y           -  -4,903,218.084 (meters)                     COMP
 DE8878  Z           -   4,064,957.688 (meters)                     COMP
 DE8878  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DE8878  ELLIP HEIGHT-         173.18  (meters)          (12/06/04) GPS OBS
 DE8878  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 DE8878
 DE8878  HORZ ORDER  -  FIRST
 DE8878  ELLP ORDER  -  FOURTH    CLASS I
 DE8878
 DE8878.The horizontal coordinates were established by GPS observations
 DE8878.and adjusted by the National Geodetic Survey in December 2002..
 DE8878
 DE8878.The orthometric height was determined by GPS observations and a
 DE8878.high-resolution geoid model.
 DE8878
 DE8878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8878
 DE8878.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8878
 DE8878.The ellipsoidal height was determined by GPS observations
 DE8878.and is referenced to NAD 83.
 DE8878
 DE8878.The geoid height was determined by GEOID03.
 DE8878
 DE8878;                    North         East     Units Scale Factor Converg.
 DE8878;SPC IL E     -   353,143.231   235,157.752   MT  1.00002674   -0 29 07.6
 DE8878;SPC IL E     - 1,158,604.08    771,513.39   sFT  1.00002674   -0 29 07.6
 DE8878;UTM  16      - 4,412,723.889   321,106.531   MT  0.99999400   -1 20 24.3
 DE8878
 DE8878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8878!SPC IL E     -   0.99997283  x   1.00002674  =   0.99999957
 DE8878!UTM  16      -   0.99997283  x   0.99999400  =   0.99996683
 DE8878
 DE8878                          SUPERSEDED SURVEY CONTROL
 DE8878
 DE8878  ELLIP H (12/18/02)  173.16   (m)                       GP(       ) 4 2
 DE8878
 DE8878.Superseded values are not recommended for survey control.
 DE8878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8878.See file dsdata.txt to determine how the superseded data were derived.
 DE8878
 DE8878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK2110712724(NAD 83)
 DE8878_MARKER: I = METAL ROD
 DE8878_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8878_STAMPING: MAC-03B
 DE8878_MARK LOGO: ILDT  
 DE8878_PROJECTION: FLUSH
 DE8878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8878+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8878_ROD/PIPE-DEPTH:  3.7 meters
 DE8878_SLEEVE-DEPTH  :  1.1 meters
 DE8878
 DE8878  HISTORY     - Date     Condition        Report By
 DE8878  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8878
 DE8878                          STATION DESCRIPTION
 DE8878
 DE8878'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8878'THE STATION IS LOCATED ABOUT 0.8 MI  ( 1.3  KM ) WEST OF HARRISTOWN  .
 DE8878'TO REACH  FROM  THE  JUNCTION  AT THE U.S. ROUTE 36 AND WEST OLD
 DE8878'U.S. ROAD 36,  GO  WEST ON OLD U.S.  ROUTE 36    ABOUT 3.3  MI ( 5.4
 DE8878'KM )
 DE8878'TO  THE  CROSS  ROAD ROUTE 21 ( LINCOLN HERITAGE TRAIL ) COUNTY
 DE8878'ROAD., CONTINUE WEST ON OLD U.S. ROUTE 36 ABOUT 0.3 MI ( 0.5 KM ) , TO
 DE8878'THE DRIVEWAY CROSSING,   THE STATION IS ON THE  RIGHT , ON THE
 DE8878'NORTHWEST CORNER AT THE DRIVEWAY.   IT IS  56.0  FT  NORTH   OF THE
 DE8878'CENTER OF THE WEST  OLD U.S. ROUTE 36 ,  175.0    FT WEST  OF THE
 DE8878'CENTER OF THE DRIVEWAY, 13.O FT SOUTH EAST OF THE EDGE OF FIELD, 2.0
 DE8878'FT SOUTH OF THE FIBERGLASS WITNESS  POST . NOTE-- ACCESS TO THE
 DE8878'STATION  POINT IS THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8878' 
 DE8878'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8883 ***********************************************************************
 DE8883  DESIGNATION -  MAC 04A
 DE8883  PID         -  DE8883
 DE8883  STATE/COUNTY-  IL/MACON
 DE8883  USGS QUAD   -  WARRENSBURG (1982)
 DE8883
 DE8883                         *CURRENT SURVEY CONTROL
 DE8883  ___________________________________________________________________
 DE8883* NAD 83(1997)-  39 56 51.44232(N)    089 06 19.74127(W)     ADJUSTED  
 DE8883* NAVD 88     -       185.9    (meters)     610.     (feet)  GPS OBS   
 DE8883  ___________________________________________________________________
 DE8883  X           -      76,443.262 (meters)                     COMP
 DE8883  Y           -  -4,895,964.861 (meters)                     COMP
 DE8883  Z           -   4,073,627.488 (meters)                     COMP
 DE8883  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DE8883  ELLIP HEIGHT-         153.67  (meters)          (12/06/04) GPS OBS
 DE8883  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DE8883
 DE8883  HORZ ORDER  -  FIRST
 DE8883  ELLP ORDER  -  FOURTH    CLASS I
 DE8883
 DE8883.The horizontal coordinates were established by GPS observations
 DE8883.and adjusted by the National Geodetic Survey in December 2002..
 DE8883
 DE8883.The orthometric height was determined by GPS observations and a
 DE8883.high-resolution geoid model.
 DE8883
 DE8883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8883
 DE8883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8883
 DE8883.The ellipsoidal height was determined by GPS observations
 DE8883.and is referenced to NAD 83.
 DE8883
 DE8883.The geoid height was determined by GEOID03.
 DE8883
 DE8883;                    North         East     Units Scale Factor Converg.
 DE8883;SPC IL E     -   364,470.311   234,014.047   MT  1.00002858   -0 29 44.9
 DE8883;SPC IL E     - 1,195,766.35    767,761.09   sFT  1.00002858   -0 29 44.9
 DE8883;UTM  16      - 4,424,066.426   320,132.115   MT  0.99999830   -1 21 08.2
 DE8883
 DE8883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8883!SPC IL E     -   0.99997589  x   1.00002858  =   1.00000447
 DE8883!UTM  16      -   0.99997589  x   0.99999830  =   0.99997419
 DE8883
 DE8883                          SUPERSEDED SURVEY CONTROL
 DE8883
 DE8883  ELLIP H (12/18/02)  153.65   (m)                       GP(       ) 4 2
 DE8883
 DE8883.Superseded values are not recommended for survey control.
 DE8883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8883.See file dsdata.txt to determine how the superseded data were derived.
 DE8883
 DE8883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK2013224066(NAD 83)
 DE8883_MARKER: I = METAL ROD
 DE8883_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8883_STAMPING: MAC-04A
 DE8883_MARK LOGO: ILDT  
 DE8883_PROJECTION: FLUSH
 DE8883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8883+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8883_ROD/PIPE-DEPTH:  6.1 meters
 DE8883_SLEEVE-DEPTH  :  1.1 meters
 DE8883
 DE8883  HISTORY     - Date     Condition        Report By
 DE8883  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8883
 DE8883                          STATION DESCRIPTION
 DE8883
 DE8883'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8883'THE STATION IS LOCATED ABOUT 2.7 MI  ( 4.4  KM ) NORTHWEST OF
 DE8883'WARRENSBURG, ABOUT 10.0 MI ( 16.4 KM ) SOUTHWEST OF MAROA, ABOUT
 DE8883'7.2 MI ( 11.81 KM) NORTH OF NIANTIC  . TO REACH  FROM  THE  JUNCTION
 DE8883'AT
 DE8883'THE STATE  ROUTE 121  AND   700 E COUNTY ROAD ( KENNEY RD. ) ,  WEST
 DE8883'OF WARRENSBURG,  GO  WEST ON STATE  ROUTE 121   ABOUT 1.1   MI ( 1.8
 DE8883'KM )  TO  THE  CROSS ROAD  600 E COUNTY ROAD ( LINCOLN MEMORIAL
 DE8883'PARKWAY RD. ) .  THE STATION IS ON THE  RIGHT , ON THE NORTHWEST
 DE8883'CORNER  AT THE CROSSROAD.   IT IS  52.0   FT  NORTH   OF THE CENTER OF
 DE8883'THE STATE ROUTE 121 ,  20.2   FT WEST  OF THE CENTER OF THE 600
 DE8883'E COUNTY ROAD ( LINCOLN MEMORIAL PARKWAY ) , 7.9 FT NORTHEAST OF
 DE8883'THE UTILITY POLE .   NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH
 DE8883'A
 DE8883' 6 - INCH  ACCESS  COVER.
 DE8883' 
 DE8883'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8988 ***********************************************************************
 DE8988  DESIGNATION -  MAC 04B
 DE8988  PID         -  DE8988
 DE8988  STATE/COUNTY-  IL/MACON
 DE8988  USGS QUAD   -  WARRENSBURG (1982)
 DE8988
 DE8988                         *CURRENT SURVEY CONTROL
 DE8988  ___________________________________________________________________
 DE8988* NAD 83(1997)-  39 57 09.10406(N)    089 06 18.92837(W)     ADJUSTED  
 DE8988* NAVD 88     -       185.2    (meters)     608.     (feet)  GPS OBS   
 DE8988  ___________________________________________________________________
 DE8988  X           -      76,457.086 (meters)                     COMP
 DE8988  Y           -  -4,895,614.241 (meters)                     COMP
 DE8988  Z           -   4,074,044.619 (meters)                     COMP
 DE8988  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DE8988  ELLIP HEIGHT-         152.93  (meters)          (12/06/04) GPS OBS
 DE8988  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 DE8988
 DE8988  HORZ ORDER  -  FIRST
 DE8988  ELLP ORDER  -  FOURTH    CLASS I
 DE8988
 DE8988.The horizontal coordinates were established by GPS observations
 DE8988.and adjusted by the National Geodetic Survey in December 2002..
 DE8988
 DE8988.The orthometric height was determined by GPS observations and a
 DE8988.high-resolution geoid model.
 DE8988
 DE8988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8988
 DE8988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8988
 DE8988.The ellipsoidal height was determined by GPS observations
 DE8988.and is referenced to NAD 83.
 DE8988
 DE8988.The geoid height was determined by GEOID03.
 DE8988
 DE8988;                    North         East     Units Scale Factor Converg.
 DE8988;SPC IL E     -   365,014.874   234,038.057   MT  1.00002854   -0 29 44.6
 DE8988;SPC IL E     - 1,197,552.97    767,839.86   sFT  1.00002854   -0 29 44.6
 DE8988;UTM  16      - 4,424,610.553   320,164.261   MT  0.99999815   -1 21 08.1
 DE8988
 DE8988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8988!SPC IL E     -   0.99997601  x   1.00002854  =   1.00000455
 DE8988!UTM  16      -   0.99997601  x   0.99999815  =   0.99997416
 DE8988
 DE8988                          SUPERSEDED SURVEY CONTROL
 DE8988
 DE8988  ELLIP H (12/18/02)  152.92   (m)                       GP(       ) 4 2
 DE8988
 DE8988.Superseded values are not recommended for survey control.
 DE8988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8988.See file dsdata.txt to determine how the superseded data were derived.
 DE8988
 DE8988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK2016424611(NAD 83)
 DE8988_MARKER: I = METAL ROD
 DE8988_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8988_STAMPING: MAC-04B
 DE8988_MARK LOGO: ILDT  
 DE8988_PROJECTION: FLUSH
 DE8988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8988+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8988_ROD/PIPE-DEPTH:  4.3 meters
 DE8988_SLEEVE-DEPTH  :  1.1 meters
 DE8988
 DE8988  HISTORY     - Date     Condition        Report By
 DE8988  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8988
 DE8988                          STATION DESCRIPTION
 DE8988
 DE8988'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8988'THE STATION IS LOCATED ABOUT 2.7 MI  ( 4.4  KM ) NORTHWEST OF
 DE8988'WARRENSBURG, ABOUT 10.0 MI ( 16.4 KM ) SOUTHWEST OF MAROA, ABOUT
 DE8988'7.5 MI ( 12.3 KM) NORTH OF NIANTIC  . TO REACH  FROM  THE  JUNCTION
 DE8988'AT
 DE8988'THE STATE  ROUTE 121  AND   700 E COUNTY ROAD ( KENNEY RD. ) ,  WEST
 DE8988'OF WARRENSBURG,  GO  WEST ON STATE  ROUTE 121   ABOUT 1.1   MI ( 1.8
 DE8988'KM )  TO  THE  CROSSROAD  600 E COUNTY ROAD ( LINCOLN MEMORIAL
 DE8988'PARKWAY RD. ), TURN RIGHT GO NORTH ON 600 E COUNTY ROAD  ( LINCOLN
 DE8988'MEMORIAL PARKWAY RD. ) ABOUT 0.3 MI ( 0.5 KM ) ,  THE STATION IS ON
 DE8988'THE
 DE8988'RIGHT .    IT IS  26.0   FT  EAST  OF THE CENTER OF  600 E COUNTY ROAD
 DE8988'(
 DE8988'LINCOLN MEMORIAL PARKWAY ) ,  2.5    FT WEST  OF THE EDGE OF FIELD .
 DE8988'NOTE-- ACCESS TO THE  STATION  POINT IS THROUGH  A   6 - INCH  ACCESS
 DE8988'COVER.
 DE8988' 
 DE8988' 
 DE8988'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8877 ***********************************************************************
 DE8877  DESIGNATION -  MAC 05C
 DE8877  PID         -  DE8877
 DE8877  STATE/COUNTY-  IL/MACON
 DE8877  USGS QUAD   -  DECATUR (1975)
 DE8877
 DE8877                         *CURRENT SURVEY CONTROL
 DE8877  ___________________________________________________________________
 DE8877* NAD 83(1997)-  39 45 36.86852(N)    088 59 05.54560(W)     ADJUSTED  
 DE8877* NAVD 88     -       221.5    (meters)     727.     (feet)  GPS OBS   
 DE8877  ___________________________________________________________________
 DE8877  X           -      86,985.983 (meters)                     COMP
 DE8877  Y           -  -4,909,151.290 (meters)                     COMP
 DE8877  Z           -   4,057,677.932 (meters)                     COMP
 DE8877  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DE8877  ELLIP HEIGHT-         189.11  (meters)          (12/06/04) GPS OBS
 DE8877  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 DE8877
 DE8877  HORZ ORDER  -  FIRST
 DE8877  ELLP ORDER  -  FOURTH    CLASS I
 DE8877
 DE8877.The horizontal coordinates were established by GPS observations
 DE8877.and adjusted by the National Geodetic Survey in December 2002..
 DE8877
 DE8877.The orthometric height was determined by GPS observations and a
 DE8877.high-resolution geoid model.
 DE8877
 DE8877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8877
 DE8877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8877
 DE8877.The ellipsoidal height was determined by GPS observations
 DE8877.and is referenced to NAD 83.
 DE8877
 DE8877.The geoid height was determined by GEOID03.
 DE8877
 DE8877;                    North         East     Units Scale Factor Converg.
 DE8877;SPC IL E     -   343,583.037   244,169.523   MT  1.00001336   -0 25 00.2
 DE8877;SPC IL E     - 1,127,238.68    801,079.51   sFT  1.00001336   -0 25 00.2
 DE8877;UTM  16      - 4,403,030.902   329,974.436   MT  0.99995591   -1 16 11.2
 DE8877
 DE8877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8877!SPC IL E     -   0.99997033  x   1.00001336  =   0.99998369
 DE8877!UTM  16      -   0.99997033  x   0.99995591  =   0.99992624
 DE8877
 DE8877                          SUPERSEDED SURVEY CONTROL
 DE8877
 DE8877  ELLIP H (12/18/02)  189.10   (m)                       GP(       ) 4 2
 DE8877
 DE8877.Superseded values are not recommended for survey control.
 DE8877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8877.See file dsdata.txt to determine how the superseded data were derived.
 DE8877
 DE8877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK2997403031(NAD 83)
 DE8877_MARKER: I = METAL ROD
 DE8877_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8877_STAMPING: MAC-05C
 DE8877_MARK LOGO: ILDT  
 DE8877_PROJECTION: FLUSH
 DE8877_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8877+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8877_ROD/PIPE-DEPTH:  6.1 meters
 DE8877_SLEEVE-DEPTH  :  1.1 meters
 DE8877
 DE8877  HISTORY     - Date     Condition        Report By
 DE8877  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8877
 DE8877                          STATION DESCRIPTION
 DE8877
 DE8877'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8877'THE STATION IS LOCATED ABOUT 3.4 MI  ( 5.5  KM ) NORTH OF  MACON .  TO
 DE8877'REACH  FROM  THE  JUNCTION  AT THE U.S.  ROUTE 51   AND  400  N COUNTY
 DE8877'ROAD  ( ANDREWS ST. ) ON THE NORTH SIDE OF MACON,   GO NORTH  ON
 DE8877'U.S.  ROUTE 51 ABOUT 3.4  MI (5.5 KM) ,  THE STATION IS ON THE LEFT .
 DE8877'IT IS
 DE8877'25.2  FT WEST OF THE EDGE. OF U.S. ROUTE 51, 38.0  FT EAST  OF THE
 DE8877'METAL
 DE8877'FENCE, 15.4  FT  NORTHWEST OF THE SIGN POLE (MERGE) , 2 FT. EAST OF A
 DE8877'FIBERGLASS WITNESS POST. NOTE-- ACCESS TO THE  STATION  POINT IS
 DE8877'THROUGH  A   6 - INCH  ACCESS  COVER.
 DE8877' 
 DE8877' 
 DE8877' 
 DE8877'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8882 ***********************************************************************
 DE8882  DESIGNATION -  MAC 06C
 DE8882  PID         -  DE8882
 DE8882  STATE/COUNTY-  IL/MACON
 DE8882  USGS QUAD   -  FORSYTH (1975)
 DE8882
 DE8882                         *CURRENT SURVEY CONTROL
 DE8882  ___________________________________________________________________
 DE8882* NAD 83(1997)-  39 52 37.17805(N)    088 57 08.22063(W)     ADJUSTED  
 DE8882* NAVD 88     -       204.0    (meters)     669.     (feet)  GPS OBS   
 DE8882  ___________________________________________________________________
 DE8882  X           -      89,626.297 (meters)                     COMP
 DE8882  Y           -  -4,900,787.746 (meters)                     COMP
 DE8882  Z           -   4,067,623.797 (meters)                     COMP
 DE8882  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DE8882  ELLIP HEIGHT-         171.75  (meters)          (12/06/04) GPS OBS
 DE8882  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 DE8882
 DE8882  HORZ ORDER  -  FIRST
 DE8882  ELLP ORDER  -  FOURTH    CLASS I
 DE8882
 DE8882.The horizontal coordinates were established by GPS observations
 DE8882.and adjusted by the National Geodetic Survey in December 2002..
 DE8882
 DE8882.The orthometric height was determined by GPS observations and a
 DE8882.high-resolution geoid model.
 DE8882
 DE8882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8882
 DE8882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8882
 DE8882.The ellipsoidal height was determined by GPS observations
 DE8882.and is referenced to NAD 83.
 DE8882
 DE8882.The geoid height was determined by GEOID03.
 DE8882
 DE8882;                    North         East     Units Scale Factor Converg.
 DE8882;SPC IL E     -   356,526.228   247,051.879   MT  1.00000950   -0 23 48.6
 DE8882;SPC IL E     - 1,169,703.13    810,536.04   sFT  1.00000950   -0 23 48.6
 DE8882;UTM  16      - 4,415,928.890   333,049.216   MT  0.99994315   -1 15 07.1
 DE8882
 DE8882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8882!SPC IL E     -   0.99997306  x   1.00000950  =   0.99998256
 DE8882!UTM  16      -   0.99997306  x   0.99994315  =   0.99991621
 DE8882
 DE8882                          SUPERSEDED SURVEY CONTROL
 DE8882
 DE8882  ELLIP H (12/18/02)  171.75   (m)                       GP(       ) 4 2
 DE8882
 DE8882.Superseded values are not recommended for survey control.
 DE8882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8882.See file dsdata.txt to determine how the superseded data were derived.
 DE8882
 DE8882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK3304915929(NAD 83)
 DE8882_MARKER: I = METAL ROD
 DE8882_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8882_STAMPING: MAC-06C
 DE8882_MARK LOGO: ILDT  
 DE8882_PROJECTION: FLUSH
 DE8882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8882+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8882_ROD/PIPE-DEPTH:  7.3 meters
 DE8882_SLEEVE-DEPTH  :  1.1 meters
 DE8882
 DE8882  HISTORY     - Date     Condition        Report By
 DE8882  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8882
 DE8882                          STATION DESCRIPTION
 DE8882
 DE8882'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8882'THE STATION IS LOCATED AT DECATUR.  TO REACH  FROM  THE  JUNCTION
 DE8882'AT THE INTERSTATE  72   ( EXIT 141 ) AND  U.S ROUTE BR 51 ,  GO  SOUTH
 DE8882'ON
 DE8882'STATE  ROUTE BR 51 ABOUT 2.4   MI ( 3.9 KM )  TO  THE  CROSS ROAD  AT
 DE8882'STATE ROUTE 121 (PERSHING ROAD),  TURN LEFT GO EAST ON STATE ROUTE
 DE8882'121 (PERSHING ROAD) ABOUT 0.2 MI ( 0.3 KM )  TO THE BEST WESTERN HOTEL
 DE8882'ENTRANCE,  THE STATION IS ON THE  NORTHWEST  CORNER  AT THE
 DE8882'ENTRANCE.  VEHICLE ACCESS IS RESTRICTED FROM TURNING LEFT INTO
 DE8882'ENTRANCE BY A LARGE MEDIAN.   IT IS  18.3 FT NORTH  OF THE BACK OF
 DE8882'CURB FROM THE  STATE ROUTE 121, 48.4 WEST OF THE CENTER OF THE
 DE8882'ENTRANCE ,  22.9 FT NORTHWEST OF THE CENTER OF THE MANHOLE, 2 FT.
 DE8882'SOUTH OF FIBERGLASS WITMESS POST. NOTE-- ACCESS TO THE  STATION
 DE8882'POINT IS THROUGH  A  6 - INCH  ACCESS  COVER.
 DE8882' 
 DE8882' 
 DE8882' 
 DE8882'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8891 ***********************************************************************
 DE8891  DESIGNATION -  MAC 07C
 DE8891  PID         -  DE8891
 DE8891  STATE/COUNTY-  IL/MACON
 DE8891  USGS QUAD   -  MAROA (1979)
 DE8891
 DE8891                         *CURRENT SURVEY CONTROL
 DE8891  ___________________________________________________________________
 DE8891* NAD 83(1997)-  40 00 29.34482(N)    088 57 26.42626(W)     ADJUSTED  
 DE8891* NAVD 88     -       211.0    (meters)     692.     (feet)  GPS OBS   
 DE8891  ___________________________________________________________________
 DE8891  X           -      89,023.696 (meters)                     COMP
 DE8891  Y           -  -4,891,452.709 (meters)                     COMP
 DE8891  Z           -   4,078,793.833 (meters)                     COMP
 DE8891  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 DE8891  ELLIP HEIGHT-         178.83  (meters)          (12/06/04) GPS OBS
 DE8891  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE8891
 DE8891  HORZ ORDER  -  FIRST
 DE8891  ELLP ORDER  -  FOURTH    CLASS I
 DE8891
 DE8891.The horizontal coordinates were established by GPS observations
 DE8891.and adjusted by the National Geodetic Survey in December 2002..
 DE8891
 DE8891.The orthometric height was determined by GPS observations and a
 DE8891.high-resolution geoid model.
 DE8891
 DE8891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8891
 DE8891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8891
 DE8891.The ellipsoidal height was determined by GPS observations
 DE8891.and is referenced to NAD 83.
 DE8891
 DE8891.The geoid height was determined by GEOID03.
 DE8891
 DE8891;                    North         East     Units Scale Factor Converg.
 DE8891;SPC IL E     -   371,091.899   246,721.094   MT  1.00000993   -0 24 04.3
 DE8891;SPC IL E     - 1,217,490.67    809,450.79   sFT  1.00000993   -0 24 04.3
 DE8891;UTM  16      - 4,430,496.912   332,936.157   MT  0.99994360   -1 15 31.2
 DE8891
 DE8891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8891!SPC IL E     -   0.99997195  x   1.00000993  =   0.99998188
 DE8891!UTM  16      -   0.99997195  x   0.99994360  =   0.99991555
 DE8891
 DE8891                          SUPERSEDED SURVEY CONTROL
 DE8891
 DE8891  ELLIP H (12/18/02)  178.81   (m)                       GP(       ) 4 2
 DE8891
 DE8891.Superseded values are not recommended for survey control.
 DE8891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8891.See file dsdata.txt to determine how the superseded data were derived.
 DE8891
 DE8891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK3293630497(NAD 83)
 DE8891_MARKER: I = METAL ROD
 DE8891_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8891_STAMPING: MAC-07C
 DE8891_MARK LOGO: ILDT  
 DE8891_PROJECTION: FLUSH
 DE8891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8891+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 DE8891_ROD/PIPE-DEPTH:  6.1 meters
 DE8891_SLEEVE-DEPTH  :  1.1 meters
 DE8891
 DE8891  HISTORY     - Date     Condition        Report By
 DE8891  HISTORY     - 20000929 MONUMENTED       ZAMBRA
 DE8891
 DE8891                          STATION DESCRIPTION
 DE8891
 DE8891'DESCRIBED BY ZAMBRANA ENGINEERING, INCORPORATED 2000 (NRB)
 DE8891'THE STATION IS LOCATED ABOUT 2.1 MI ( 3.44 KM ) SOUTH OF MAROA,
 DE8891'ABOUT 9.3 MI ( 15.2 KM ) NORTH OF DECATUR.  TO REACH  FROM  THE
 DE8891'JUNCTION  AT THE INTERSTATE  72   ( EXIT 141 ) AND  U.S ROUTE 51 ,  GO
 DE8891'NORTH  ON  STATE  ROUTE  51 ABOUT 6.9   MI ( 11.3 KM )  TO  THE
 DE8891'CROSSROAD  2400 N COUNTY ROAD  (  ROUTE 18 ) ,   THE STATION IS 230
 DE8891'WEST OF THE CROSSROAD.  IT IS  23.5 FT NORTH OF THE CENTER OF THE
 DE8891'2400 N COUNTY ROAD ( ROUTE 18 ) , 2.0 FT SOUTH OF THE EDGE OF FIELD ,
 DE8891'230 FT WEST OF THE EDGE U.S. ROUTE 51, 2 FT. SOUTH OF FIBERGLASS
 DE8891'WITNESS POST. NOTE-- ACCESS TO THE STATION  POINT IS THROUGH  A  6 -
 DE8891'INCH  ACCESS  COVER.
 DE8891' 
 DE8891' 
 DE8891' 
 DE8891' 
 DE8891' 
 DE8891'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JB1741 ***********************************************************************
 JB1741  DESIGNATION -  MACEDONIA
 JB1741  PID         -  JB1741
 JB1741  STATE/COUNTY-  IL/FRANKLIN
 JB1741  USGS QUAD   -  MACEDONIA (1974)
 JB1741
 JB1741                         *CURRENT SURVEY CONTROL
 JB1741  ___________________________________________________________________
 JB1741* NAD 83(1997)-  38 04 31.87325(N)    088 43 22.16382(W)     ADJUSTED  
 JB1741* NAVD 88     -       147.     (meters)     482.     (feet)  SCALED    
 JB1741  ___________________________________________________________________
 JB1741  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JB1741  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JB1741
 JB1741  HORZ ORDER  -  THIRD
 JB1741
 JB1741.The horizontal coordinates were established by classical geodetic methods
 JB1741.and adjusted by the National Geodetic Survey in October 1999..
 JB1741
 JB1741.The orthometric height was scaled from a topographic map.
 JB1741
 JB1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 JB1741
 JB1741.The geoid height was determined by GEOID03.
 JB1741
 JB1741;                    North         East     Units Scale Factor Converg.
 JB1741;SPC IL E     -   156,428.823   265,826.042   MT  0.99998938   -0 14 24.7
 JB1741;SPC IL E     -   513,216.90    872,130.94   sFT  0.99998938   -0 14 24.7
 JB1741;UTM  16      - 4,215,595.502   348,890.461   MT  0.99988123   -1 03 45.6
 JB1741
 JB1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JB1741!SPC IL E     -   0.99998165  x   0.99998938  =   0.99997103
 JB1741!UTM  16      -   0.99998165  x   0.99988123  =   0.99986288
 JB1741
 JB1741|---------------------------------------------------------------------|
 JB1741| PID    Reference Object                     Distance      Geod. Az  |
 JB1741|                                                           dddmmss.s |
 JB1741| CI4559 MACEDONIA RM 1                       10.087 METERS 09547     |
 JB1741| CI4558 MACEDONIA AZ MK                                    1452237.6 |
 JB1741| CI4560 MACEDONIA RM 2                        8.294 METERS 27551     |
 JB1741|---------------------------------------------------------------------|
 JB1741
 JB1741                          SUPERSEDED SURVEY CONTROL
 JB1741
 JB1741  NAD 83(1997)-  38 04 31.88324(N)    088 43 22.16343(W) AD(       ) 3
 JB1741  NAD 83(1986)-  38 04 31.88584(N)    088 43 22.16508(W) AD(       ) 3
 JB1741  NAD 27      -  38 04 31.71006(N)    088 43 21.94992(W) AD(       ) 3
 JB1741
 JB1741.Superseded values are not recommended for survey control.
 JB1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JB1741.See file dsdata.txt to determine how the superseded data were derived.
 JB1741
 JB1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCH4889015596(NAD 83)
 JB1741_MARKER: DS = TRIANGULATION STATION DISK
 JB1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JB1741_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JB1741
 JB1741  HISTORY     - Date     Condition        Report By
 JB1741  HISTORY     - 1961     MONUMENTED       CGS
 JB1741
 JB1741                          STATION DESCRIPTION
 JB1741
 JB1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VBM)
 JB1741'THE STATION IS ABOUT 10 MILES WEST OF MCLEANSBORO, ABOUT 2 MILES
 JB1741'NORTHWEST OF MACEDONIA, ON
 JB1741'THE ROAD RIGHT-OF-WAY AND IS IN THE NORTHWEST .25 OF
 JB1741'SECTION 24, T 5 S, R 4 E.  IT IS
 JB1741'71 FEET NORTHEAST OF THE NORTHEAST
 JB1741'CORNER OF A CONCRETE BLOCK GARAGE, 19 FEET NORTH OF
 JB1741'THE CENTERLINE OF
 JB1741'A GRAVELED ROAD, 5 FEET SOUTHEAST OF A WITNESS POST AND 3 FEET SOUTH
 JB1741'OF A WIRE FENCE.
 JB1741'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 JB1741'STAMPED MACEDONIA 1961.
 JB1741'
 JB1741'TO REACH FROM THE JUNCTION OF U S HIGHWAY 460 AND STATE HIGHWAYS 142
 JB1741'AND 14 IN MCLEANSBORO, GO
 JB1741'WEST ON STATE HIGHWAY 14 FOR 9.7 MILE TO A SIDE ROAD
 JB1741'LEFT, MACEDONIA ROAD.  CONTINUE
 JB1741'WEST ON HIGHWAY 14 FOR 0.75 MILE TO A
 JB1741'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 JB1741'ANGLE FORMED BY THE
 JB1741'CROSSROADS.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.25
 JB1741'MILE TO A
 JB1741'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.25
 JB1741'MILE TO THE STATION ON THE RIGHT.
 JB1741'
 JB1741'REFERENCE MARK 1 IS 38 FEET EAST OF THE WITNESS POST, 19 FEET NORTH
 JB1741'OF THE CENTERLINE OF
 JB1741'THE GRAVELED ROAD AND 2 FEET SOUTH OF THE WIRE FENCE.
 JB1741'THE MONUMENT PROJECTS 4 INCHES
 JB1741'AND THE DISK IS STAMPED MACEDONIA NO 1 1961.
 JB1741'
 JB1741'REFERENCE MARK 2 IS 55 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JB1741'CONCRETE BLOCK GARAGE, 23
 JB1741'FEET WEST OF THE WITNESS POST, 19 FEET NORTH OF THE
 JB1741'CENTERLINE OF THE GRAVELED ROAD AND
 JB1741'2 FEET SOUTH OF THE WIRE FENCE.
 JB1741'THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JB1741'MACEDONIA NO 2 1961.
 JB1741'
 JB1741'THE AZIMUTH MARK IS 49 FEET SOUTHWEST OF THE CENTERLINE OF A
 JB1741'CROSSROAD, 40 FEET WEST OF
 JB1741'THE CENTERLINE OF A GRAVELED ROAD, 29 FEET SOUTH OF THE
 JB1741'CENTERLINE OF STATE
 JB1741'HIGHWAY 14, 2 FEET WEST OF A TELEPHONE POLE AND 1
 JB1741'FOOT NORTH OF A WIRE FENCE.  THE
 JB1741'MONUMENT PROJECTS 4 INCHES AND THE
 JB1741'DISK IS STAMPED MACEDONIA 1961.
 JB1741'
 JB1741'NO MEASUREMENT BETWEEN RMS SET 180 DEGREES.
 JB1741'
 JB1741'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0779 ***********************************************************************
 LC0779  DESIGNATION -  MACK
 LC0779  PID         -  LC0779
 LC0779  STATE/COUNTY-  IL/LIVINGSTON
 LC0779  USGS QUAD   -  NORTHEAST PONTIAC (1983)
 LC0779
 LC0779                         *CURRENT SURVEY CONTROL
 LC0779  ___________________________________________________________________
 LC0779* NAD 83(1997)-  40 56 09.24184(N)    088 35 51.05028(W)     ADJUSTED  
 LC0779* NAVD 88     -       209.391  (meters)     686.98   (feet)  ADJUSTED  
 LC0779  ___________________________________________________________________
 LC0779  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 LC0779  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LC0779  DYNAMIC HT  -         209.303 (meters)     686.69  (feet)  COMP
 LC0779  MODELED GRAV-     980,198.2   (mgal)                       NAVD 88
 LC0779
 LC0779  HORZ ORDER  -  SECOND
 LC0779  VERT ORDER  -  SECOND    CLASS 0
 LC0779
 LC0779.The horizontal coordinates were established by classical geodetic methods
 LC0779.and adjusted by the National Geodetic Survey in October 1999..
 LC0779
 LC0779.The orthometric height was determined by differential leveling
 LC0779.and adjusted by the National Geodetic Survey in June 1991..
 LC0779
 LC0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0779
 LC0779.The geoid height was determined by GEOID03.
 LC0779
 LC0779.The dynamic height is computed by dividing the NAVD 88
 LC0779.geopotential number by the normal gravity value computed on the
 LC0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0779.degrees latitude (g = 980.6199 gals.).
 LC0779
 LC0779.The modeled gravity was interpolated from observed gravity values.
 LC0779
 LC0779;                    North         East     Units Scale Factor Converg.
 LC0779;SPC IL E     -   473,957.123   277,752.139   MT  0.99998109   -0 10 23.1
 LC0779;SPC IL E     - 1,554,974.33    911,258.48   sFT  0.99998109   -0 10 23.1
 LC0779;UTM  16      - 4,532,870.057   365,514.053   MT  0.99982261   -1 02 48.7
 LC0779
 LC0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0779!SPC IL E     -   0.99997220  x   0.99998109  =   0.99995329
 LC0779!UTM  16      -   0.99997220  x   0.99982261  =   0.99979482
 LC0779
 LC0779|---------------------------------------------------------------------|
 LC0779| PID    Reference Object                     Distance      Geod. Az  |
 LC0779|                                                           dddmmss.s |
 LC0779| LC0778 MACK RM 1                            20.646 METERS 05720     |
 LC0779| CI7741 MACK AZ MK                                         2702916.1 |
 LC0779| LC1833 CAYUGA SINCLAIR PIPELINE MAST       APPROX. 4.2 KM 2840322.6 |
 LC0779| LC0780 MACK RM 2                            18.776 METERS 30357     |
 LC0779|---------------------------------------------------------------------|
 LC0779
 LC0779                          SUPERSEDED SURVEY CONTROL
 LC0779
 LC0779  NAD 83(1986)-  40 56 09.25249(N)    088 35 51.05432(W) AD(       ) 2
 LC0779  NAD 27      -  40 56 09.13740(N)    088 35 50.84790(W) AD(       ) 2
 LC0779  NGVD 29 (??/??/92)  209.453  (m)          687.18   (f) ADJ UNCH    2 0
 LC0779
 LC0779.Superseded values are not recommended for survey control.
 LC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LC0779.See file dsdata.txt to determine how the superseded data were derived.
 LC0779
 LC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL6551432870(NAD 83)
 LC0779_MARKER: DE = TRAVERSE STATION DISK
 LC0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LC0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LC0779_STAMPING: MACK 1961
 LC0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LC0779+STABILITY: SURFACE MOTION
 LC0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LC0779+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 LC0779
 LC0779  HISTORY     - Date     Condition        Report By
 LC0779  HISTORY     - 1961     MONUMENTED       CGS
 LC0779  HISTORY     - 1961     GOOD             CGS
 LC0779  HISTORY     - 20020829 GOOD             CMT
 LC0779
 LC0779                          STATION DESCRIPTION
 LC0779
 LC0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 LC0779'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH-NORTHEAST OF
 LC0779'PONTIAC, ABOUT 0.75 MILE WEST-SOUTHWEST OF CAYUGA AND ABOUT
 LC0779'0.5 MILE WEST OF U.S. HIGHWAY 66 ON THE SOUTH SIDE OF A GRAVEL
 LC0779'ROAD.
 LC0779'
 LC0779'TO REACH THE STATION FROM THE CROSSROADS AT THE JOCOBSON
 LC0779'ELEVATOR ON U.S. HIGHWAY 66 AT CAYUGA, GO SOUTHERLY ON U.S.
 LC0779'HIGHWAY 66 FOR 0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 LC0779'AND GO WEST ON GRAVEL ROAD FOR 0.55 MILE TO STATION ON LEFT
 LC0779'AT AND OLD HOUSE.
 LC0779'
 LC0779'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 LC0779'ROAD FOR 0.3 MILE TO AZIMUTH MARK ON NORTH SIDE OF ROAD.
 LC0779'
 LC0779'STATION MARK, A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 LC0779'12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH THE SURFACE
 LC0779'OF THE GROUND AND IS STAMPED MACK 1961.  THE MARK IS 58 FEET
 LC0779'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 20 FEET EAST
 LC0779'OF TREE, 19 FEET SOUTH OF CENTER OF ROAD AND 2 FEET NORTH
 LC0779'OF FENCE.
 LC0779'
 LC0779'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN THE TOP
 LC0779'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LC0779'THE SURFACE OF THE GROUND AND IS STAMPED MACK NO 1 1961.
 LC0779'THE MARK IS 55 FEET WEST OF POWER POLE, 19 FEET NORTH OF
 LC0779'CENTER OF ROAD AND 1 FOOT SOUTH OF FENCE.
 LC0779'
 LC0779'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN THE TOP
 LC0779'OF A 12 INCH SQUARE CONCRETE POST WHICH IS SET FLUSH WITH
 LC0779'THE SURFACE OF THE GROUND AND IS STAMPED MACK NO 2 1961.
 LC0779'THE MARK IS 59 FEET NORTHWEST OF WITNESS POST, 48 FEET NORTHWEST
 LC0779'OF TREE, 19 FEET NORTH OF CENTER OF ROAD AND 1 FOOT SOUTH
 LC0779'OF FENCE.
 LC0779'
 LC0779'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN THE TOP OF A
 LC0779'12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 LC0779'AND IS STAMPED MACK 1961.  THE MARK IS 17 FEET EAST OF POWER
 LC0779'POLE, 22 FEET NORTH OF CENTER OF ROAD, 2 FEET SOUTH-SOUTHWEST
 LC0779'OF WITNESS POST AND 1 FOOT SOUTH OF FENCE.
 LC0779'
 LC0779'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 LC0779
 LC0779                          STATION RECOVERY (1961)
 LC0779
 LC0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LC0779'5 MI NE FROM PONTIAC.
 LC0779'ABOUT 4.45 MILES NORTHEAST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
 LC0779'WITH STATE HIGHWAY 23 IN THE NORTHWEST PART OF PONTIAC, THENCE
 LC0779'0.5 MILES WEST ALONG A GRAVEL ROAD, AT AN ABANDONED FARM HOUSE
 LC0779'SOUTH OF THE ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 LC0779'2 FEET NORTH OF THE FENCE, 58.5 FEET NORTHWEST OF THE NORTHWEST
 LC0779'CORNER OF AN ABANDONED HOUSE, 20 FEET EAST OF AN 18 INCH
 LC0779'COTTONWOOD TREE, 119 FEET WEST-SOUTHWEST OF A POWER POLE WITH A
 LC0779'TRANSFORMER, 4.8 FEET EAST-NORTHEAST OF A METAL WITNESS POST, 2
 LC0779'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LC0779'POST FLUSH WITH THE GROUND.
 LC0779
 LC0779                          STATION RECOVERY (2002)
 LC0779
 LC0779'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS)
 LC0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LC0939 ***********************************************************************
 LC0939  DESIGNATION -  MACK
 LC0939  PID         -  LC0939
 LC0939  STATE/COUNTY-  IL/WOODFORD
 LC0939  USGS QUAD   -  EUREKA (1979)
 LC0939
 LC0939                         *CURRENT SURVEY CONTROL
 LC0939  ___________________________________________________________________
 LC0939* NAD 83(1997)-  40 37 38.76304(N)    089 15 20.42500(W)     ADJUSTED  
 LC0939* NAVD 88     -       226.729  (meters)     743.86   (feet)  ADJUSTED  
 LC0939  ___________________________________________________________________
 LC0939  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 LC0939  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LC0939  DYNAMIC HT  -         226.625 (meters)     743.52  (feet)  COMP
 LC0939  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 LC0939
 LC0939  HORZ ORDER  -  SECOND
 LC0939  VERT ORDER  -  SECOND    CLASS 0
 LC0939
 LC0939.The horizontal coordinates were established by classical geodetic methods
 LC0939.and adjusted by the National Geodetic Survey in October 1999..
 LC0939
 LC0939.The orthometric height was determined by differential leveling
 LC0939.and adjusted by the National Geodetic Survey in June 1991..
 LC0939
 LC0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 LC0939
 LC0939.The geoid height was determined by GEOID03.
 LC0939
 LC0939.The dynamic height is computed by dividing the NAVD 88
 LC0939.geopotential number by the normal gravity value computed on the
 LC0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LC0939.degrees latitude (g = 980.6199 gals.).
 LC0939
 LC0939.The modeled gravity was interpolated from observed gravity values.
 LC0939
 LC0939;                    North         East     Units Scale Factor Converg.
 LC0939;SPC IL W     -   440,053.393   777,072.496   MT  1.00001427   +0 35 35.6
 LC0939;SPC IL W     - 1,443,741.84  2,549,445.35   sFT  1.00001427   +0 35 35.6
 LC0939;SPC IL E     -   440,078.281   221,964.846   MT  1.00004993   -0 36 02.2
 LC0939;SPC IL E     - 1,443,823.49    728,229.67   sFT  1.00004993   -0 36 02.2
 LC0939;UTM  16      - 4,499,845.997   309,222.623   MT  1.00004801   -1 28 09.1
 LC0939
 LC0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LC0939!SPC IL W     -   0.99996951  x   1.00001427  =   0.99998378
 LC0939!SPC IL E     -   0.99996951  x   1.00004993  =   1.00001944
 LC0939!UTM  16      -   0.99996951  x   1.00004801  =   1.00001752
 LC0939
 LC0939|---------------------------------------------------------------------|
 LC0939| PID    Reference Object                     Distance      Geod. Az  |
 LC0939|                                                           dddmmss.s |
 LC0939| LC0940 MACK RM 1                            17.392 METERS 08509     |
 LC0939| LC0937 MACK AZ MK RESET                                   2650109.3 |
 LC0939| LC0938 MACK RM 2                            22.168 METERS 26639     |
 LC0939| LC0936 MACK AZ MK                                         2675644.4 |
 LC0939|---------------------------------------------------------------------|
 LC0939
 LC0939                          SUPERSEDED SURVEY CONTROL
 LC0939
 LC0939  NAD 83(1986)-  40 37 38.77615(N)    089 15 20.42714(W) AD(       ) 2
 LC0939  NAD 2